














                                  SURVEY CONTROL DATA
                                
                             STATE=MO
                             [OCTOBER  7, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1066 ***********************************************************************
 GD1066  DESIGNATION -  1
 GD1066  PID         -  GD1066
 GD1066  STATE/COUNTY-  MO/PEMISCOT
 GD1066  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1066
 GD1066                         *CURRENT SURVEY CONTROL
 GD1066  ___________________________________________________________________
 GD1066* NAD 83(1986)-  36 11 19.     (N)    089 38 58.     (W)     SCALED    
 GD1066* NAVD 88     -        87.085  (meters)     285.71   (feet)  ADJUSTED  
 GD1066  ___________________________________________________________________
 GD1066  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1066  DYNAMIC HT  -          87.013 (meters)     285.48  (feet)  COMP
 GD1066  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GD1066
 GD1066  VERT ORDER  -  FIRST     CLASS I
 GD1066
 GD1066.The horizontal coordinates were scaled from a topographic map and have
 GD1066.an estimated accuracy of +/- 6 seconds.
 GD1066
 GD1066.The orthometric height was determined by differential leveling
 GD1066.and adjusted by the National Geodetic Survey in June 1991..
 GD1066
 GD1066.The geoid height was determined by GEOID03.
 GD1066
 GD1066.The dynamic height is computed by dividing the NAVD 88
 GD1066.geopotential number by the normal gravity value computed on the
 GD1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1066.degrees latitude (g = 980.6199 gals.).
 GD1066
 GD1066.The modeled gravity was interpolated from observed gravity values.
 GD1066
 GD1066;                    North         East    Units  Estimated Accuracy
 GD1066;SPC MO E     -    39,750.      326,500.      MT  (+/- 180 meters Scaled)
 GD1066
 GD1066                          SUPERSEDED SURVEY CONTROL
 GD1066
 GD1066  NGVD 29 (??/??/??)   87.001  (m)          285.44   (f) ADJUSTED    1 1
 GD1066
 GD1066.Superseded values are not recommended for survey control.
 GD1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1066.See file dsdata.txt to determine how the superseded data were derived.
 GD1066
 GD1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF617081(NAD 83)
 GD1066_MARKER: DB = BENCH MARK DISK
 GD1066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD1066_SP_SET: CONCRETE FOUNDATION
 GD1066_STAMPING: 1
 GD1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1066+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 GD1066
 GD1066  HISTORY     - Date     Condition        Report By
 GD1066  HISTORY     - UNK      MONUMENTED       DOD
 GD1066  HISTORY     - 1976     GOOD             NGS
 GD1066  HISTORY     - 20020711 GOOD             USACE
 GD1066
 GD1066                          STATION DESCRIPTION
 GD1066
 GD1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1066'IN CARUTHERSVILLE.
 GD1066'1.25 MILE SOUTHEAST ALONG THE LEVEE AND FLOODWALL FROM THE ST.
 GD1066'FRANCIS LEVEE DISTRICT OFFICE, AT THE LAST OPENING IN THE FLOOD-
 GD1066'WALL, 32 FEET NORTH OF THE SOUTH END OF THE FLOODWALL, 18.0 FEET
 GD1066'WEST OF THE SOUTHWEST CORNER OF A METAL BUILDING, 26.5 FEET EAST
 GD1066'OF THE EAST RAIL OF RAILROAD, AND 6.5 FEET SOUTHEAST OF THE
 GD1066'OF THE NORTHWEST END OF FOUNDATION OF FLOODWALL.
 GD1066
 GD1066                          STATION RECOVERY (2002)
 GD1066
 GD1066'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0474 ***********************************************************************
 JD0474  DESIGNATION -  1
 JD0474  PID         -  JD0474
 JD0474  STATE/COUNTY-  MO/COOPER
 JD0474  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0474
 JD0474                         *CURRENT SURVEY CONTROL
 JD0474  ___________________________________________________________________
 JD0474* NAD 83(1986)-  38 55 19.     (N)    092 58 59.     (W)     SCALED    
 JD0474* NAVD 88     -       186.873  (meters)     613.10   (feet)  ADJUSTED  
 JD0474  ___________________________________________________________________
 JD0474  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0474  DYNAMIC HT  -         186.754 (meters)     612.71  (feet)  COMP
 JD0474  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 JD0474
 JD0474  VERT ORDER  -  SECOND    CLASS 0
 JD0474
 JD0474.The horizontal coordinates were scaled from a topographic map and have
 JD0474.an estimated accuracy of +/- 6 seconds.
 JD0474
 JD0474.The orthometric height was determined by differential leveling
 JD0474.and adjusted by the National Geodetic Survey in June 1991..
 JD0474
 JD0474.The geoid height was determined by GEOID03.
 JD0474
 JD0474.The dynamic height is computed by dividing the NAVD 88
 JD0474.geopotential number by the normal gravity value computed on the
 JD0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0474.degrees latitude (g = 980.6199 gals.).
 JD0474
 JD0474.The modeled gravity was interpolated from observed gravity values.
 JD0474
 JD0474;                    North         East    Units  Estimated Accuracy
 JD0474;SPC MO C     -   342,880.      458,110.      MT  (+/- 180 meters Scaled)
 JD0474
 JD0474                          SUPERSEDED SURVEY CONTROL
 JD0474
 JD0474  NGVD 29 (??/??/92)  186.79   (m)          612.8    (f) COMPUTED    2 0
 JD0474
 JD0474.Superseded values are not recommended for survey control.
 JD0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0474.See file dsdata.txt to determine how the superseded data were derived.
 JD0474
 JD0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD014081(NAD 83)
 JD0474_MARKER: X = CHISELED CROSS
 JD0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0474_SP_SET: BRIDGE
 JD0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0474
 JD0474  HISTORY     - Date     Condition        Report By
 JD0474  HISTORY     - UNK      MONUMENTED       RBNF
 JD0474  HISTORY     - 1963     GOOD             NGS
 JD0474
 JD0474                          STATION DESCRIPTION
 JD0474
 JD0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0474'8.8 MI NW FROM PILOT GROVE.
 JD0474'ABOUT 1.0 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE MISSOURI
 JD0474'KANSAS TEXAS RAILROAD STATION AT PILOT GROVE, THENCE 1.05 MILES
 JD0474'WEST ALONG A GRADED ROAD, THENCE 1.65 MILES WEST ALONG A TRACK
 JD0474'ROAD, THENCE 1.7 MILES NORTH ALONG A GRADED ROAD, THENCE 1.7
 JD0474'MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE 1.65 MILES
 JD0474'NORTHEAST ALONG A GRADED ROAD, 10 FEET EAST OF THE CENTERLINE
 JD0474'OF THE ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, A
 JD0474'CHISELED CROSS IN THE TOP OF THE NORTH METAL CYLINDRICAL PIER OF
 JD0474'THE STEEL-GIRDERED BRIDGE OVER THE LAMINE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0371 ***********************************************************************
 KE0371  DESIGNATION -  1
 KE0371  PID         -  KE0371
 KE0371  STATE/COUNTY-  MO/BUCHANAN
 KE0371  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0371
 KE0371                         *CURRENT SURVEY CONTROL
 KE0371  ___________________________________________________________________
 KE0371* NAD 83(1986)-  39 45 20.     (N)    094 51 18.     (W)     SCALED    
 KE0371* NAVD 88     -       251.536  (meters)     825.25   (feet)  ADJUSTED  
 KE0371  ___________________________________________________________________
 KE0371  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KE0371  DYNAMIC HT  -         251.391 (meters)     824.77  (feet)  COMP
 KE0371  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 KE0371
 KE0371  VERT ORDER  -  FIRST     CLASS II
 KE0371
 KE0371.The horizontal coordinates were scaled from a topographic map and have
 KE0371.an estimated accuracy of +/- 6 seconds.
 KE0371
 KE0371.The orthometric height was determined by differential leveling
 KE0371.and adjusted by the National Geodetic Survey in June 1991..
 KE0371
 KE0371.The geoid height was determined by GEOID03.
 KE0371
 KE0371.The dynamic height is computed by dividing the NAVD 88
 KE0371.geopotential number by the normal gravity value computed on the
 KE0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0371.degrees latitude (g = 980.6199 gals.).
 KE0371
 KE0371.The modeled gravity was interpolated from observed gravity values.
 KE0371
 KE0371;                    North         East    Units  Estimated Accuracy
 KE0371;SPC MO W     -   398,390.      819,580.      MT  (+/- 180 meters Scaled)
 KE0371
 KE0371                          SUPERSEDED SURVEY CONTROL
 KE0371
 KE0371  NGVD 29 (??/??/92)  251.444  (m)          824.95   (f) ADJ UNCH    1 2
 KE0371
 KE0371.Superseded values are not recommended for survey control.
 KE0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0371.See file dsdata.txt to determine how the superseded data were derived.
 KE0371
 KE0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE410022(NAD 83)
 KE0371_MARKER: DD = SURVEY DISK
 KE0371_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KE0371_SP_SET: PREFAB CONC. BLOCK IN EARTH
 KE0371_STAMPING: 1
 KE0371_MARK LOGO: MO7070
 KE0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0371+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1989
 KE0371
 KE0371  HISTORY     - Date     Condition        Report By
 KE0371  HISTORY     - UNK      MONUMENTED       MO7070
 KE0371  HISTORY     - 1948     GOOD             NGS
 KE0371  HISTORY     - 1959     GOOD             NGS
 KE0371  HISTORY     - 19890812 GOOD             NGS
 KE0371  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 KE0371
 KE0371                          STATION DESCRIPTION
 KE0371
 KE0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0371'AT ST JOSEPH.
 KE0371'AT ST. JOSEPH, IN THE SOUTHWEST SECTION OF THE CITY, IN THE
 KE0371'NORTHEAST QUARTER OF THE INTERSECTION OF 4 TH. STREET AND MITCHELL
 KE0371'AVE., OPPOSITE THE NORTHWEST CORNER OF THE HY-KLAS FOOD STORES
 KE0371'WAREHOUSE WHICH IS LOCATED IN THE SOUTHEAST QUARTER OF THE
 KE0371'INTERSECTION, 10.7 FEET WEST OF THE SOUTHWEST CORNER OF THE ST.
 KE0371'JOSEPH BUILDERS SUPPLY CO. BUILDING, 15.1 FEET NORTH OF THE NORTH
 KE0371'CURB OF MITCHELL AVE., 1.9 FEET EAST OF THE EAST CURB OF 4 TH.
 KE0371'STREET, 6.7 FEET NORTH OF THE NORTH CORNER OF AN IRON COVER
 KE0371'OF A CURB INLET, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 KE0371'WITH THE BRICK SIDEWALK.
 KE0371
 KE0371                          STATION RECOVERY (1959)
 KE0371
 KE0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KE0371'RECOVERED IN GOOD CONDITION.
 KE0371
 KE0371                          STATION RECOVERY (1989)
 KE0371
 KE0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0371'RECOVERED IN GOOD CONDITION.
 KE0371
 KE0371                          STATION RECOVERY (2006)
 KE0371
 KE0371'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0371'THE SIDEWALK AND CURB HAVE BEEN REPLACED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1288 ***********************************************************************
 HB1288  DESIGNATION -  1 FDR
 HB1288  PID         -  HB1288
 HB1288  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1288  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1288
 HB1288                         *CURRENT SURVEY CONTROL
 HB1288  ___________________________________________________________________
 HB1288* NAD 83(1986)-  37 15 37.     (N)    089 33 55.     (W)     SCALED    
 HB1288* NAVD 88     -       109.410  (meters)     358.96   (feet)  ADJUSTED  
 HB1288  ___________________________________________________________________
 HB1288  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB1288  DYNAMIC HT  -         109.332 (meters)     358.70  (feet)  COMP
 HB1288  MODELED GRAV-     979,908.3   (mgal)                       NAVD 88
 HB1288
 HB1288  VERT ORDER  -  FIRST     CLASS II
 HB1288
 HB1288.The horizontal coordinates were scaled from a topographic map and have
 HB1288.an estimated accuracy of +/- 6 seconds.
 HB1288
 HB1288.The orthometric height was determined by differential leveling
 HB1288.and adjusted by the National Geodetic Survey in June 1991..
 HB1288
 HB1288.The geoid height was determined by GEOID03.
 HB1288
 HB1288.The dynamic height is computed by dividing the NAVD 88
 HB1288.geopotential number by the normal gravity value computed on the
 HB1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1288.degrees latitude (g = 980.6199 gals.).
 HB1288
 HB1288.The modeled gravity was interpolated from observed gravity values.
 HB1288
 HB1288;                    North         East    Units  Estimated Accuracy
 HB1288;SPC MO E     -   158,750.      332,910.      MT  (+/- 180 meters Scaled)
 HB1288
 HB1288                          SUPERSEDED SURVEY CONTROL
 HB1288
 HB1288  NGVD 29 (??/??/??)  109.303  (m)          358.60   (f) ADJUSTED    1 2
 HB1288
 HB1288.Superseded values are not recommended for survey control.
 HB1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1288.See file dsdata.txt to determine how the superseded data were derived.
 HB1288
 HB1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG725268(NAD 83)
 HB1288_MARKER: DB = BENCH MARK DISK
 HB1288_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HB1288_SP_SET: BRIDGE ABUTMENT
 HB1288_STAMPING: 1 FDR 1966
 HB1288_MARK LOGO: USGS  
 HB1288_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1288+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 HB1288
 HB1288  HISTORY     - Date     Condition        Report By
 HB1288  HISTORY     - 1966     MONUMENTED       USGS
 HB1288  HISTORY     - 1981     GOOD             NGS
 HB1288  HISTORY     - 19930726 GOOD             MOHC
 HB1288  HISTORY     - 20000105 MARK NOT FOUND   MODNR
 HB1288
 HB1288                          STATION DESCRIPTION
 HB1288
 HB1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1288'6.3 KM (3.9 MI) SW FROM CAPE GIRARDEAU.
 HB1288'1.6 KILOMETERS (1.0 MILE) SOUTHWEST ALONG STATE HIGHWAY 74 FROM THE
 HB1288'INTERSECTION OF STATE HIGHWAY 34, THENCE 4.5 KILOMETERS (2.8 MILES)
 HB1288'SOUTHWEST ALONG SOUTH SPRIGG STREET TO THE MARK ON THE LEFT IN THE TOP
 HB1288'OF THE SOUTH END OF THE EAST ABUTMENT OF BRIDGE OVER RAMSEY BRANCH,
 HB1288'0.2 KILOMETER (0.1 MILE) EAST OF I-55 AND U.S. HIGHWAY 61, 3.66 METERS
 HB1288'(12.0 FEET) SOUTH OF ROAD CENTER LINE.
 HB1288
 HB1288                          STATION RECOVERY (1993)
 HB1288
 HB1288'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1993 (AWB)
 HB1288'RECOVERED AS DESCRIBED.
 HB1288
 HB1288                          STATION RECOVERY (2000)
 HB1288
 HB1288'RECOVERY NOTE BY MO DEPT OF NAT RES 2000 (BDC)
 HB1288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0009 ***********************************************************************
 GE0009  DESIGNATION -  1 H
 GE0009  PID         -  GE0009
 GE0009  STATE/COUNTY-  MO/STODDARD
 GE0009  USGS QUAD   -  PUXICO (1962)
 GE0009
 GE0009                         *CURRENT SURVEY CONTROL
 GE0009  ___________________________________________________________________
 GE0009* NAD 83(1986)-  36 53 07.     (N)    090 14 18.     (W)     SCALED    
 GE0009* NAVD 88     -       103.483  (meters)     339.51   (feet)  ADJUSTED  
 GE0009  ___________________________________________________________________
 GE0009  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GE0009  DYNAMIC HT  -         103.402 (meters)     339.24  (feet)  COMP
 GE0009  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 GE0009
 GE0009  VERT ORDER  -  FIRST     CLASS II
 GE0009
 GE0009.The horizontal coordinates were scaled from a topographic map and have
 GE0009.an estimated accuracy of +/- 6 seconds.
 GE0009
 GE0009.The orthometric height was determined by differential leveling
 GE0009.and adjusted by the National Geodetic Survey in June 1991..
 GE0009
 GE0009.The geoid height was determined by GEOID03.
 GE0009
 GE0009.The dynamic height is computed by dividing the NAVD 88
 GE0009.geopotential number by the normal gravity value computed on the
 GE0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0009.degrees latitude (g = 980.6199 gals.).
 GE0009
 GE0009.The modeled gravity was interpolated from observed gravity values.
 GE0009
 GE0009;                    North         East    Units  Estimated Accuracy
 GE0009;SPC MO E     -   116,750.      273,330.      MT  (+/- 180 meters Scaled)
 GE0009
 GE0009                          SUPERSEDED SURVEY CONTROL
 GE0009
 GE0009  NGVD 29 (??/??/92)  103.508  (m)          339.59   (f) ADJ UNCH    1 2
 GE0009
 GE0009.Superseded values are not recommended for survey control.
 GE0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0009.See file dsdata.txt to determine how the superseded data were derived.
 GE0009
 GE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA461857(NAD 83)
 GE0009_MARKER: DD = SURVEY DISK
 GE0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0009_STAMPING: 339.619 1931 1 H
 GE0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0009+STABILITY: SURFACE MOTION
 GE0009
 GE0009  HISTORY     - Date     Condition        Report By
 GE0009  HISTORY     - 1931     MONUMENTED       USGS
 GE0009  HISTORY     - 1934     GOOD             NGS
 GE0009  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0009
 GE0009                          STATION DESCRIPTION
 GE0009
 GE0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0009'0.4 MI NE FROM DALE.
 GE0009'0.4 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0009'FROM DALE, STODDARD COUNTY, 86 FEET SOUTHEAST OF POLE 182/7, 36
 GE0009'YARDS WEST OF A FARMHOUSE, 73 FEET WEST OF THE WEST CORNER OF THE
 GE0009'YARD FENCE, 48 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 GE0009'46 FEET EAST OF THE EAST CORNER OF BRIDGE NO. 182.2, 36 FEET
 GE0009'NORTHWEST OF THE CENTERLINE OF A ROAD AT THE POINT WHERE IT
 GE0009'TURNS SOUTH FROM THE TRACK, AND 3 FEET NORTHWEST OF THE
 GE0009'RIGHT-OF-WAY FENCE.  A UNITES STATES GEOLOGICAL SURVEY STANDARD
 GE0009'DISK, STAMPED 339.619 1931 1 H AND SET IN THE TOP OF A CONCRETE
 GE0009'POST PROJECTING 1 INCH ABOVE GROUND.
 GE0009
 GE0009                          STATION RECOVERY (2002)
 GE0009
 GE0009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0445 ***********************************************************************
 GE0445  DESIGNATION -  1 J
 GE0445  PID         -  GE0445
 GE0445  STATE/COUNTY-  MO/OREGON
 GE0445  USGS QUAD   -  ALTON (1983)
 GE0445
 GE0445                         *CURRENT SURVEY CONTROL
 GE0445  ___________________________________________________________________
 GE0445* NAD 83(1986)-  36 41 38.     (N)    091 23 50.     (W)     SCALED    
 GE0445* NAVD 88     -       237.671  (meters)     779.76   (feet)  ADJUSTED  
 GE0445  ___________________________________________________________________
 GE0445  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GE0445  DYNAMIC HT  -         237.474 (meters)     779.11  (feet)  COMP
 GE0445  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 GE0445
 GE0445  VERT ORDER  -  SECOND    CLASS 0
 GE0445
 GE0445.The horizontal coordinates were scaled from a topographic map and have
 GE0445.an estimated accuracy of +/- 6 seconds.
 GE0445
 GE0445.The orthometric height was determined by differential leveling
 GE0445.and adjusted by the National Geodetic Survey in June 1991..
 GE0445
 GE0445.The geoid height was determined by GEOID03.
 GE0445
 GE0445.The dynamic height is computed by dividing the NAVD 88
 GE0445.geopotential number by the normal gravity value computed on the
 GE0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0445.degrees latitude (g = 980.6199 gals.).
 GE0445
 GE0445.The modeled gravity was interpolated from observed gravity values.
 GE0445
 GE0445;                    North         East    Units  Estimated Accuracy
 GE0445;SPC MO E     -    95,860.      169,820.      MT  (+/- 180 meters Scaled)
 GE0445
 GE0445                          SUPERSEDED SURVEY CONTROL
 GE0445
 GE0445  NGVD 29 (??/??/92)  237.555  (m)          779.38   (f) ADJ UNCH    2 0
 GE0445
 GE0445.Superseded values are not recommended for survey control.
 GE0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0445.See file dsdata.txt to determine how the superseded data were derived.
 GE0445
 GE0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA431621(NAD 83)
 GE0445_MARKER: DD = SURVEY DISK
 GE0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0445_STAMPING: 1 J 1931
 GE0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0445+STABILITY: SURFACE MOTION
 GE0445
 GE0445  HISTORY     - Date     Condition        Report By
 GE0445  HISTORY     - 1931     MONUMENTED       USGS
 GE0445  HISTORY     - 1934     GOOD             NGS
 GE0445
 GE0445                          STATION DESCRIPTION
 GE0445
 GE0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0445'AT ALTON.
 GE0445'AT ALTON, OREGON COUNTY, AT THE COUNTY COURTHOUSE, 1.5 FEET NORTH
 GE0445'OF THE NORTH FACE, AND 12 FEET WEST OF THE NORTH ENTRANCE.  A UNITED
 GE0445'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1 J 1931 AND
 GE0445'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0541 ***********************************************************************
 HC0541  DESIGNATION -  1 J
 HC0541  PID         -  HC0541
 HC0541  STATE/COUNTY-  MO/SHANNON
 HC0541  USGS QUAD   -  WINONA (1997)
 HC0541
 HC0541                         *CURRENT SURVEY CONTROL
 HC0541  ___________________________________________________________________
 HC0541* NAD 83(1986)-  37 02 30.     (N)    091 19 29.     (W)     SCALED    
 HC0541* NAVD 88     -       306.995  (meters)    1007.20   (feet)  POSTED    
 HC0541  ___________________________________________________________________
 HC0541  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 HC0541  DYNAMIC HT  -         306.740 (meters)    1006.36  (feet)  COMP
 HC0541  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 HC0541
 HC0541  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0541
 HC0541.The horizontal coordinates were scaled from a topographic map and have
 HC0541.an estimated accuracy of +/- 6 seconds.
 HC0541
 HC0541.The orthometric height was determined by differential leveling
 HC0541.and adjusted by the National Geodetic Survey in 1992..
 HC0541.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0541.rate of 0.0 thru 1.0 mm/km.
 HC0541
 HC0541.The geoid height was determined by GEOID03.
 HC0541
 HC0541.The dynamic height is computed by dividing the NAVD 88
 HC0541.geopotential number by the normal gravity value computed on the
 HC0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0541.degrees latitude (g = 980.6199 gals.).
 HC0541
 HC0541.The modeled gravity was interpolated from observed gravity values.
 HC0541
 HC0541;                    North         East    Units  Estimated Accuracy
 HC0541;SPC MO E     -   134,390.      176,630.      MT  (+/- 180 meters Scaled)
 HC0541
 HC0541                          SUPERSEDED SURVEY CONTROL
 HC0541
 HC0541.No superseded survey control is available for this station.
 HC0541
 HC0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB489008(NAD 83)
 HC0541_MARKER: DD = SURVEY DISK
 HC0541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HC0541_SP_SET: HEADWALL
 HC0541_STAMPING: 1007 1 J 1933
 HC0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0541+STABILITY: SURFACE MOTION
 HC0541
 HC0541  HISTORY     - Date     Condition        Report By
 HC0541  HISTORY     - 1933     MONUMENTED       USGS
 HC0541  HISTORY     - 1934     GOOD             NGS
 HC0541  HISTORY     - 1965     POOR             USGS
 HC0541  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0541  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0541
 HC0541                          STATION DESCRIPTION
 HC0541
 HC0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0541'3 MI N FROM WINONA.
 HC0541'3 MILES NORTH ALONG STATE HIGHWAY 19 FROM WINONA, SHANNON COUNTY,
 HC0541'IN NW 1/4 SEC. 6, T. 27 N., R. 3 W., AT A DOUBLE CONCRETE CULVERT
 HC0541'OVER SYCAMORE CREEK, AND IN THE CENTER OF THE TOP OF THE WEST
 HC0541'HEADWALL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1007
 HC0541'1 J 1933.
 HC0541
 HC0541                          STATION RECOVERY (1965)
 HC0541
 HC0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HC0541'MARK RECOVERED IN POOR CONDITION.
 HC0541
 HC0541                          STATION RECOVERY (1977)
 HC0541
 HC0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0541'MARK NOT FOUND.
 HC0541
 HC0541                          STATION RECOVERY (1977)
 HC0541
 HC0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0355 ***********************************************************************
 GE0355  DESIGNATION -  1 J
 GE0355  PID         -  GE0355
 GE0355  STATE/COUNTY-  MO/RIPLEY
 GE0355  USGS QUAD   -  DONIPHAN SOUTH (1980)
 GE0355
 GE0355                         *CURRENT SURVEY CONTROL
 GE0355  ___________________________________________________________________
 GE0355* NAD 83(1986)-  36 37 13.     (N)    090 47 01.     (W)     SCALED    
 GE0355* NAVD 88     -       153.548  (meters)     503.77   (feet)  POSTED    
 GE0355  ___________________________________________________________________
 GE0355  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GE0355  DYNAMIC HT  -         153.420 (meters)     503.35  (feet)  COMP
 GE0355  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 GE0355
 GE0355  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GE0355
 GE0355.The horizontal coordinates were scaled from a topographic map and have
 GE0355.an estimated accuracy of +/- 6 seconds.
 GE0355
 GE0355.The orthometric height was determined by differential leveling
 GE0355.and adjusted by the National Geodetic Survey in 1992..
 GE0355.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GE0355.rate of 4.1 thru 8.0 mm/km.
 GE0355
 GE0355.The geoid height was determined by GEOID03.
 GE0355
 GE0355.The dynamic height is computed by dividing the NAVD 88
 GE0355.geopotential number by the normal gravity value computed on the
 GE0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0355.degrees latitude (g = 980.6199 gals.).
 GE0355
 GE0355.The modeled gravity was interpolated from observed gravity values.
 GE0355
 GE0355;                    North         East    Units  Estimated Accuracy
 GE0355;SPC MO E     -    87,350.      224,630.      MT  (+/- 180 meters Scaled)
 GE0355
 GE0355                          SUPERSEDED SURVEY CONTROL
 GE0355
 GE0355  NGVD 29 (??/??/92)  153.492  (m)          503.58   (f) ADJ UNCH    3 0
 GE0355
 GE0355.Superseded values are not recommended for survey control.
 GE0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0355.See file dsdata.txt to determine how the superseded data were derived.
 GE0355
 GE0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA981550(NAD 83)
 GE0355_MARKER: DD = SURVEY DISK
 GE0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0355_STAMPING: 504 1 J 1934
 GE0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0355+STABILITY: SURFACE MOTION
 GE0355
 GE0355  HISTORY     - Date     Condition        Report By
 GE0355  HISTORY     - 1934     MONUMENTED       USGS
 GE0355  HISTORY     - 20040517 MARK NOT FOUND   USACE
 GE0355
 GE0355                          STATION DESCRIPTION
 GE0355
 GE0355'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GE0355'2.7 MI E FROM DONIPHAN.
 GE0355'2.7 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0355'STATION AT DONIPHAN, RIPLEY COUNTY, AT OWENMONT, AT A ROAD
 GE0355'CROSSING, 50 FEET NORTH OF THE CENTERLINE OF THE TRACK, 36 FEET
 GE0355'EAST OF THE CENTERLINE OF THE ROAD, AND 11 FEET EAST OF A FENCE
 GE0355'CORNER.  A U.S. GEOLOGICAL SURVEY DISK, STAMPED 504 1 J 1934 AND
 GE0355'SET IN THE TOP OF A CONCRETE POST.
 GE0355
 GE0355                          STATION RECOVERY (2004)
 GE0355
 GE0355'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GE0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0455 ***********************************************************************
 GE0455  DESIGNATION -  10 J
 GE0455  PID         -  GE0455
 GE0455  STATE/COUNTY-  MO/SHANNON
 GE0455  USGS QUAD   -  BIRCH TREE (1997)
 GE0455
 GE0455                         *CURRENT SURVEY CONTROL
 GE0455  ___________________________________________________________________
 GE0455* NAD 83(1986)-  36 59 26.     (N)    091 26 51.     (W)     SCALED    
 GE0455* NAVD 88     -       312.616  (meters)    1025.64   (feet)  POSTED    
 GE0455  ___________________________________________________________________
 GE0455  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GE0455  DYNAMIC HT  -         312.350 (meters)    1024.77  (feet)  COMP
 GE0455  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 GE0455
 GE0455  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GE0455
 GE0455.The horizontal coordinates were scaled from a topographic map and have
 GE0455.an estimated accuracy of +/- 6 seconds.
 GE0455
 GE0455.The orthometric height was determined by differential leveling
 GE0455.and adjusted by the National Geodetic Survey in 1992..
 GE0455.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GE0455.rate of 1.1 thru 2.0 mm/km.
 GE0455
 GE0455.The geoid height was determined by GEOID03.
 GE0455
 GE0455.The dynamic height is computed by dividing the NAVD 88
 GE0455.geopotential number by the normal gravity value computed on the
 GE0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0455.degrees latitude (g = 980.6199 gals.).
 GE0455
 GE0455.The modeled gravity was interpolated from observed gravity values.
 GE0455
 GE0455;                    North         East    Units  Estimated Accuracy
 GE0455;SPC MO E     -   128,820.      165,660.      MT  (+/- 180 meters Scaled)
 GE0455
 GE0455                          SUPERSEDED SURVEY CONTROL
 GE0455
 GE0455  NGVD 29 (??/??/92)  312.499  (m)         1025.26   (f) ADJ UNCH    3 0
 GE0455
 GE0455.Superseded values are not recommended for survey control.
 GE0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0455.See file dsdata.txt to determine how the superseded data were derived.
 GE0455
 GE0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA381949(NAD 83)
 GE0455_MARKER: DD = SURVEY DISK
 GE0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0455_STAMPING: 1025 10 J 1934
 GE0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0455+STABILITY: SURFACE MOTION
 GE0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0455+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GE0455
 GE0455  HISTORY     - Date     Condition        Report By
 GE0455  HISTORY     - 1934     MONUMENTED       USGS
 GE0455  HISTORY     - 1934     GOOD             NGS
 GE0455  HISTORY     - 1977     GOOD             NGS
 GE0455  HISTORY     - 20050415 GOOD             MODT
 GE0455
 GE0455                          STATION DESCRIPTION
 GE0455
 GE0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0455'2.6 MI E FROM BIRCH TREE.
 GE0455'2.6 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0455'BIRCH TREE, SHANNON COUNTY, 46 FEET NORTH AND 28 FEET WEST OF A
 GE0455'ROAD CROSSING, AND 15 FEET NORTHWEST OF THE SECOND POLE WEST OF
 GE0455'POLE 324/25.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GE0455'STAMPED 1025 10 J 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GE0455
 GE0455                          STATION RECOVERY (1977)
 GE0455
 GE0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0455'THE MARK IS 44.5 FEET NORTH OF THE NORTH RAIL, 28 FEET WEST OF THE
 GE0455'CENTERLINE OF NORTH-SOUTH ROAD, 3 FEET SOUTH OF FENCE AND PROJECTS 6
 GE0455'INCHES. THE DISK IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 GE0455'DISK.
 GE0455
 GE0455                          STATION RECOVERY (2005)
 GE0455
 GE0455'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2005 (RH)
 GE0455'0.5 MILES SOUTH ON CR 623
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0247 ***********************************************************************
 GF0247  DESIGNATION -  10 J
 GF0247  PID         -  GF0247
 GF0247  STATE/COUNTY-  MO/TANEY
 GF0247  USGS QUAD   -  FORSYTH (1989)
 GF0247
 GF0247                         *CURRENT SURVEY CONTROL
 GF0247  ___________________________________________________________________
 GF0247* NAD 83(1986)-  36 38 13.     (N)    093 05 56.     (W)     SCALED    
 GF0247* NAVD 88     -       300.341  (meters)     985.37   (feet)  ADJUSTED  
 GF0247  ___________________________________________________________________
 GF0247  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GF0247  DYNAMIC HT  -         300.086 (meters)     984.53  (feet)  COMP
 GF0247  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 GF0247
 GF0247  VERT ORDER  -  SECOND    CLASS 0
 GF0247
 GF0247.The horizontal coordinates were scaled from a topographic map and have
 GF0247.an estimated accuracy of +/- 6 seconds.
 GF0247
 GF0247.The orthometric height was determined by differential leveling
 GF0247.and adjusted by the National Geodetic Survey in June 1991..
 GF0247
 GF0247.The geoid height was determined by GEOID03.
 GF0247
 GF0247.The dynamic height is computed by dividing the NAVD 88
 GF0247.geopotential number by the normal gravity value computed on the
 GF0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0247.degrees latitude (g = 980.6199 gals.).
 GF0247
 GF0247.The modeled gravity was interpolated from observed gravity values.
 GF0247
 GF0247;                    North         East    Units  Estimated Accuracy
 GF0247;SPC MO C     -    89,330.      446,440.      MT  (+/- 180 meters Scaled)
 GF0247
 GF0247                          SUPERSEDED SURVEY CONTROL
 GF0247
 GF0247  NGVD 29 (??/??/92)  300.212  (m)          984.95   (f) ADJ UNCH    2 0
 GF0247
 GF0247.Superseded values are not recommended for survey control.
 GF0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0247.See file dsdata.txt to determine how the superseded data were derived.
 GF0247
 GF0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA911546(NAD 83)
 GF0247_MARKER: DD = SURVEY DISK
 GF0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0247_STAMPING: 10 J 1931
 GF0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0247+STABILITY: SURFACE MOTION
 GF0247
 GF0247  HISTORY     - Date     Condition        Report By
 GF0247  HISTORY     - 1931     MONUMENTED       USGS
 GF0247
 GF0247                          STATION DESCRIPTION
 GF0247
 GF0247'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 GF0247'3.9 MI S FROM FORSYTH.
 GF0247'3.9 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE COURTHOUSE AT
 GF0247'FORSYTH, TANEY COUNTY, AT THE SERVICE STATION OF N.P. MC CAHN,
 GF0247'40 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, 64 FEET
 GF0247'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 42 FEET NORTHWEST
 GF0247'OF AN OAK TREE MARKED U.S. 987.0 PBM.  A UNITED STATES GEOLOGICAL
 GF0247'SURVEY STANDARD DISK, STAMPED 10 J 1931 AND SET IN THE TOP
 GF0247'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1193 ***********************************************************************
 JD1193  DESIGNATION -  10 RO
 JD1193  PID         -  JD1193
 JD1193  STATE/COUNTY-  MO/PETTIS
 JD1193  USGS QUAD   -  CLIFTON CITY (1979)
 JD1193
 JD1193                         *CURRENT SURVEY CONTROL
 JD1193  ___________________________________________________________________
 JD1193* NAD 83(1986)-  38 45 12.     (N)    093 06 13.     (W)     SCALED    
 JD1193* NAVD 88     -       256.897  (meters)     842.84   (feet)  ADJUSTED  
 JD1193  ___________________________________________________________________
 JD1193  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1193  DYNAMIC HT  -         256.725 (meters)     842.27  (feet)  COMP
 JD1193  MODELED GRAV-     979,955.5   (mgal)                       NAVD 88
 JD1193
 JD1193  VERT ORDER  -  SECOND    CLASS 0
 JD1193
 JD1193.The horizontal coordinates were scaled from a topographic map and have
 JD1193.an estimated accuracy of +/- 6 seconds.
 JD1193
 JD1193.The orthometric height was determined by differential leveling
 JD1193.and adjusted by the National Geodetic Survey in June 1991..
 JD1193
 JD1193.The geoid height was determined by GEOID03.
 JD1193
 JD1193.The dynamic height is computed by dividing the NAVD 88
 JD1193.geopotential number by the normal gravity value computed on the
 JD1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1193.degrees latitude (g = 980.6199 gals.).
 JD1193
 JD1193.The modeled gravity was interpolated from observed gravity values.
 JD1193
 JD1193;                    North         East    Units  Estimated Accuracy
 JD1193;SPC MO C     -   324,220.      447,530.      MT  (+/- 180 meters Scaled)
 JD1193
 JD1193                          SUPERSEDED SURVEY CONTROL
 JD1193
 JD1193  NGVD 29 (??/??/92)  256.803  (m)          842.53   (f) ADJ UNCH    2 0
 JD1193
 JD1193.Superseded values are not recommended for survey control.
 JD1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1193.See file dsdata.txt to determine how the superseded data were derived.
 JD1193
 JD1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC909894(NAD 83)
 JD1193_MARKER: DD = SURVEY DISK
 JD1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1193_STAMPING: 10 RO 842 1951
 JD1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1193+STABILITY: SURFACE MOTION
 JD1193
 JD1193  HISTORY     - Date     Condition        Report By
 JD1193  HISTORY     - 1951     MONUMENTED       USGS
 JD1193  HISTORY     - 1963     GOOD             NGS
 JD1193
 JD1193                          STATION DESCRIPTION
 JD1193
 JD1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1193'4.2 MI SW FROM CLIFTON CITY.
 JD1193'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD1193'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE 1.95
 JD1193'MILES SOUTHWEST ALONG STATE HIGHWAY 135, THENCE 2.05 MILES WEST
 JD1193'ALONG COUNTY ROAD HH, NEAR THE CREST OF A HILL, 0.05 MILE WEST
 JD1193'OF A FARMHOUSE, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.4
 JD1193'FEET SOUTH OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT
 JD1193'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD1193'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0188 ***********************************************************************
 JD0188  DESIGNATION -  1000.2
 JD0188  PID         -  JD0188
 JD0188  STATE/COUNTY-  MO/CAMDEN
 JD0188  USGS QUAD   -  CAMDENTON (1983)
 JD0188
 JD0188                         *CURRENT SURVEY CONTROL
 JD0188  ___________________________________________________________________
 JD0188* NAD 83(1986)-  38 00 03.     (N)    092 44 03.     (W)     SCALED    
 JD0188* NAVD 88     -       305.461  (meters)    1002.17   (feet)  ADJUSTED  
 JD0188  ___________________________________________________________________
 JD0188  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JD0188  DYNAMIC HT  -         305.234 (meters)    1001.42  (feet)  COMP
 JD0188  MODELED GRAV-     979,877.5   (mgal)                       NAVD 88
 JD0188
 JD0188  VERT ORDER  -  SECOND    CLASS 0
 JD0188
 JD0188.The horizontal coordinates were scaled from a topographic map and have
 JD0188.an estimated accuracy of +/- 6 seconds.
 JD0188
 JD0188.The orthometric height was determined by differential leveling
 JD0188.and adjusted by the National Geodetic Survey in June 1991..
 JD0188
 JD0188.The geoid height was determined by GEOID03.
 JD0188
 JD0188.The dynamic height is computed by dividing the NAVD 88
 JD0188.geopotential number by the normal gravity value computed on the
 JD0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0188.degrees latitude (g = 980.6199 gals.).
 JD0188
 JD0188.The modeled gravity was interpolated from observed gravity values.
 JD0188
 JD0188;                    North         East    Units  Estimated Accuracy
 JD0188;SPC MO C     -   240,550.      479,430.      MT  (+/- 180 meters Scaled)
 JD0188
 JD0188                          SUPERSEDED SURVEY CONTROL
 JD0188
 JD0188  NGVD 29 (??/??/92)  305.361  (m)         1001.84   (f) ADJ UNCH    2 0
 JD0188
 JD0188.Superseded values are not recommended for survey control.
 JD0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0188.See file dsdata.txt to determine how the superseded data were derived.
 JD0188
 JD0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC233059(NAD 83)
 JD0188_MARKER: N = NAIL
 JD0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0188_SP_SET: OAK TREE
 JD0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0188
 JD0188  HISTORY     - Date     Condition        Report By
 JD0188  HISTORY     - UNK      MONUMENTED       USGS
 JD0188  HISTORY     - 1934     GOOD             NGS
 JD0188
 JD0188                          STATION DESCRIPTION
 JD0188
 JD0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0188'0.8 MI SE FROM CAMDENTON.
 JD0188'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 5 FROM CAMDENTON, IN
 JD0188'THE NORTHEAST CORNER OF AN ABANDONED SCHOOLYARD, 24 FEET SOUTH
 JD0188'OF THE CENTERLINE OF THE HIGHWAY, AT A 24-INCH OAK TREE, AND
 JD0188'IN A ROOT ON THE NORTH SIDE OF THE TREE.  A UNITED STATES
 JD0188'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1239 ***********************************************************************
 KD1239  DESIGNATION -  1002
 KD1239  PID         -  KD1239
 KD1239  STATE/COUNTY-  MO/LAFAYETTE
 KD1239  USGS QUAD   -  WAVERLY (1979)
 KD1239
 KD1239                         *CURRENT SURVEY CONTROL
 KD1239  ___________________________________________________________________
 KD1239* NAD 83(1997)-  39 12 06.37002(N)    093 34 12.02799(W)     ADJUSTED  
 KD1239* NAVD 88     -       254.24   (+/-2cm)     834.1    (feet)  VERTCON   
 KD1239  ___________________________________________________________________
 KD1239  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 KD1239  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD1239
 KD1239  HORZ ORDER  -  SECOND
 KD1239  VERT ORDER  -  THIRD ? (See Below)
 KD1239
 KD1239.The horizontal coordinates were established by classical geodetic methods
 KD1239.and adjusted by the National Geodetic Survey in February 2000..
 KD1239
 KD1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1239.The vertical order pertains to the NGVD 29 superseded value.
 KD1239
 KD1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1239
 KD1239.The geoid height was determined by GEOID03.
 KD1239
 KD1239;                    North         East     Units Scale Factor Converg.
 KD1239;SPC MO W     -   337,260.066   930,328.567   MT  1.00002060   +0 35 16.2
 KD1239;SPC MO C     -   374,374.717   407,577.974   MT  1.00003847   -0 40 34.9
 KD1239;UTM  15      - 4,339,322.287   450,782.352   MT  0.99962983   -0 21 37.0
 KD1239
 KD1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1239!SPC MO W     -   0.99996523  x   1.00002060  =   0.99998583
 KD1239!SPC MO C     -   0.99996523  x   1.00003847  =   1.00000370
 KD1239!UTM  15      -   0.99996523  x   0.99962983  =   0.99959507
 KD1239
 KD1239                          SUPERSEDED SURVEY CONTROL
 KD1239
 KD1239  NAD 83(1997)-  39 12 06.37173(N)    093 34 12.03010(W) AD(       ) 2
 KD1239  NAD 83(1986)-  39 12 06.37613(N)    093 34 12.02834(W) AD(       ) 2
 KD1239  NAD 27      -  39 12 06.30900(N)    093 34 11.25830(W) AD(       ) 2
 KD1239  NGVD 29 (07/19/86)  254.12   (m)          833.7    (f) LEVELING    3  
 KD1239
 KD1239.Superseded values are not recommended for survey control.
 KD1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1239.See file dsdata.txt to determine how the superseded data were derived.
 KD1239
 KD1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5078239322(NAD 83)
 KD1239_MARKER: DB = BENCH MARK DISK
 KD1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1239
 KD1239  HISTORY     - Date     Condition        Report By
 KD1239  HISTORY     - 1949     MONUMENTED       USGS
 KD1239  HISTORY     - 20050310 MARK NOT FOUND   MODNR
 KD1239
 KD1239                          STATION DESCRIPTION
 KD1239
 KD1239'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 KD1239'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24
 KD1239'AND 65 IN THE SOUTHEAST PART OF WAVERLY, GO WEST ON U.S. HIGHWAY
 KD1239'24 FOR 1.9 MILES TO THE JUNCTION OF STATE HIGHWAY 23.
 KD1239'CONTINUE WEST ON U.S. HIGHWAY 24 FOR 0.9 MILE TO A SERVICE
 KD1239'STATION ON THE LEFT.  CONTINUE WEST ON U.S. HIGHWAY 24 FOR 0.35 MILE
 KD1239'TO A DIRT ROAD ON THE LEFT.  TURN LEFT OFF THE HIGHWAY AND
 KD1239'GO SOUTH ON DIRT ROAD FOR 0.05 MILE TO WHERE DIRT TURNS RIGHT.
 KD1239'TURN LEFT INTO SMALL CEMETERY AND THE STATION AS DESCRIBED.
 KD1239'
 KD1239'B.M. 1002 (USGS) IS 50 FEET SOUTH OF THE SOUTHEAST CORNER OF
 KD1239'HOUSE, 36 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 24 AND 22
 KD1239'FEET SOUTH-SOUTHEAST OF GATE INTO FRONT YARD OF HOUSE.
 KD1239'IT IS STAMPED 1002 CWA 1934 AND IS SET FLUSH WITH THE SURFACE
 KD1239'OF THE GROUND.
 KD1239
 KD1239                          STATION RECOVERY (2005)
 KD1239
 KD1239'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD1239'THE MARK WAS REPORTED NOT RECOVERED IN 1962 BY CGS (CJB). SEE THE
 KD1239'RECONNAISSANCE NOTES FOR CGS STATION WAVERLY PID KD0949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0459 ***********************************************************************
 LF0459  DESIGNATION -  100/2 BOLT
 LF0459  PID         -  LF0459
 LF0459  STATE/COUNTY-  MO/HOLT
 LF0459  USGS QUAD   -  CORNING (1984)
 LF0459
 LF0459                         *CURRENT SURVEY CONTROL
 LF0459  ___________________________________________________________________
 LF0459* NAD 83(1986)-  40 07 39.     (N)    095 23 27.     (W)     SCALED    
 LF0459* NAVD 88     -       262.454  (meters)     861.07   (feet)  ADJUSTED  
 LF0459  ___________________________________________________________________
 LF0459  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LF0459  DYNAMIC HT  -         262.311 (meters)     860.60  (feet)  COMP
 LF0459  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 LF0459
 LF0459  VERT ORDER  -  SECOND    CLASS 0
 LF0459
 LF0459.The horizontal coordinates were scaled from a topographic map and have
 LF0459.an estimated accuracy of +/- 6 seconds.
 LF0459
 LF0459.The orthometric height was determined by differential leveling
 LF0459.and adjusted by the National Geodetic Survey in June 1991..
 LF0459
 LF0459.The geoid height was determined by GEOID03.
 LF0459
 LF0459.The dynamic height is computed by dividing the NAVD 88
 LF0459.geopotential number by the normal gravity value computed on the
 LF0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0459.degrees latitude (g = 980.6199 gals.).
 LF0459
 LF0459.The modeled gravity was interpolated from observed gravity values.
 LF0459
 LF0459;                    North         East    Units  Estimated Accuracy
 LF0459;SPC MO W     -   440,010.      774,070.      MT  (+/- 180 meters Scaled)
 LF0459
 LF0459                          SUPERSEDED SURVEY CONTROL
 LF0459
 LF0459  NGVD 29 (??/??/92)  262.380  (m)          860.83   (f) ADJ UNCH    2 0
 LF0459
 LF0459.Superseded values are not recommended for survey control.
 LF0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0459.See file dsdata.txt to determine how the superseded data were derived.
 LF0459
 LF0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE962446(NAD 83)
 LF0459_MARKER: B = BOLT
 LF0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0459_SP_SET: STONE
 LF0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0459+STABILITY: SURFACE MOTION
 LF0459
 LF0459  HISTORY     - Date     Condition        Report By
 LF0459  HISTORY     - UNK      MONUMENTED       MORC
 LF0459  HISTORY     - 1948     GOOD             NGS
 LF0459  HISTORY     - 1959     GOOD             NGS
 LF0459
 LF0459                          STATION DESCRIPTION
 LF0459
 LF0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0459'6.4 MI WNW FROM BIGELOW.
 LF0459'3.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE AT
 LF0459'BIGELOW, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 159, THENCE 0.7
 LF0459'MILE WEST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHWEST ALONG A
 LF0459'DIRT ROAD, THENCE 1.1 MILES NORTH ALONG A DIRT ROAD, 0.3 MILE
 LF0459'SOUTH OF A ROAD CROSSING AT WHICH A LARGE TREE IS LOCATED IN THE
 LF0459'NORTHWEST QUARTER, 172.0 FEET SOUTH OF A FENCE LINE ON THE WEST
 LF0459'SIDE OF THE ROAD, 44.7 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE,
 LF0459'25.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A
 LF0459'4 X 4 REFERENCE POST, A COPPER BOLT LEADED IN STONE ABOUT 4.0 FEET
 LF0459'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 LF0459'A MISSOURI RIVER COMMISSION CAP.
 LF0459
 LF0459                          STATION RECOVERY (1959)
 LF0459
 LF0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0458 ***********************************************************************
 LF0458  DESIGNATION -  100/2 CAP
 LF0458  PID         -  LF0458
 LF0458  STATE/COUNTY-  MO/HOLT
 LF0458  USGS QUAD   -  CORNING (1984)
 LF0458
 LF0458                         *CURRENT SURVEY CONTROL
 LF0458  ___________________________________________________________________
 LF0458* NAD 83(1986)-  40 07 39.     (N)    095 23 27.     (W)     SCALED    
 LF0458* NAVD 88     -       263.697  (meters)     865.15   (feet)  ADJUSTED  
 LF0458  ___________________________________________________________________
 LF0458  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LF0458  DYNAMIC HT  -         263.553 (meters)     864.67  (feet)  COMP
 LF0458  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 LF0458
 LF0458  VERT ORDER  -  SECOND    CLASS 0
 LF0458
 LF0458.The horizontal coordinates were scaled from a topographic map and have
 LF0458.an estimated accuracy of +/- 6 seconds.
 LF0458
 LF0458.The orthometric height was determined by differential leveling
 LF0458.and adjusted by the National Geodetic Survey in June 1991..
 LF0458
 LF0458.The geoid height was determined by GEOID03.
 LF0458
 LF0458.The dynamic height is computed by dividing the NAVD 88
 LF0458.geopotential number by the normal gravity value computed on the
 LF0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0458.degrees latitude (g = 980.6199 gals.).
 LF0458
 LF0458.The modeled gravity was interpolated from observed gravity values.
 LF0458
 LF0458;                    North         East    Units  Estimated Accuracy
 LF0458;SPC MO W     -   440,010.      774,070.      MT  (+/- 180 meters Scaled)
 LF0458
 LF0458                          SUPERSEDED SURVEY CONTROL
 LF0458
 LF0458  NGVD 29 (??/??/92)  263.619  (m)          864.89   (f) ADJ UNCH    2 0
 LF0458
 LF0458.Superseded values are not recommended for survey control.
 LF0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0458.See file dsdata.txt to determine how the superseded data were derived.
 LF0458
 LF0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE962446(NAD 83)
 LF0458_MARKER: P = PIPE CAP
 LF0458_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0458_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0458
 LF0458  HISTORY     - Date     Condition        Report By
 LF0458  HISTORY     - UNK      MONUMENTED       MORC
 LF0458  HISTORY     - 1948     GOOD             NGS
 LF0458  HISTORY     - 1959     GOOD             NGS
 LF0458
 LF0458                          STATION DESCRIPTION
 LF0458
 LF0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0458'6.4 MI WNW FROM BIGELOW.
 LF0458'3.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE AT
 LF0458'BIGELOW, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 159, THENCE 0.7
 LF0458'MILE WEST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHWEST ALONG A
 LF0458'DIRT ROAD, THENCE 1.1 MILES NORTH ALONG A DIRT ROAD, 0.3 MILE SOUTH
 LF0458'OF A ROAD CROSSING AT WHICH A LARGE TREE IS LOCATED IN THE
 LF0458'NORTHWEST QUARTER, 172.0 FEET SOUTH OF A FENCE LINE ON THE WEST
 LF0458'SIDE OF THE ROAD, 44.7 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE,
 LF0458'25.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A
 LF0458'4 X 4 REFERENCE POST, A MISSOURI RIVER COMMISSION CAP ON TOP OF AN
 LF0458'IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LF0458
 LF0458                          STATION RECOVERY (1959)
 LF0458
 LF0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0640 ***********************************************************************
 KD0640  DESIGNATION -  1003
 KD0640  PID         -  KD0640
 KD0640  STATE/COUNTY-  MO/LAFAYETTE
 KD0640  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0640
 KD0640                         *CURRENT SURVEY CONTROL
 KD0640  ___________________________________________________________________
 KD0640* NAD 83(1986)-  39 11 00.     (N)    093 52 48.     (W)     SCALED    
 KD0640* NAVD 88     -       259.317  (meters)     850.78   (feet)  ADJUSTED  
 KD0640  ___________________________________________________________________
 KD0640  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0640  DYNAMIC HT  -         259.156 (meters)     850.25  (feet)  COMP
 KD0640  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 KD0640
 KD0640  VERT ORDER  -  SECOND    CLASS 0
 KD0640
 KD0640.The horizontal coordinates were scaled from a topographic map and have
 KD0640.an estimated accuracy of +/- 6 seconds.
 KD0640
 KD0640.The orthometric height was determined by differential leveling
 KD0640.and adjusted by the National Geodetic Survey in June 1991..
 KD0640
 KD0640.The geoid height was determined by GEOID03.
 KD0640
 KD0640.The dynamic height is computed by dividing the NAVD 88
 KD0640.geopotential number by the normal gravity value computed on the
 KD0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0640.degrees latitude (g = 980.6199 gals.).
 KD0640
 KD0640.The modeled gravity was interpolated from observed gravity values.
 KD0640
 KD0640;                    North         East    Units  Estimated Accuracy
 KD0640;SPC MO W     -   334,980.      903,570.      MT  (+/- 180 meters Scaled)
 KD0640
 KD0640                          SUPERSEDED SURVEY CONTROL
 KD0640
 KD0640  NGVD 29 (??/??/92)  259.215  (m)          850.44   (f) ADJ UNCH    2 0
 KD0640
 KD0640.Superseded values are not recommended for survey control.
 KD0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0640.See file dsdata.txt to determine how the superseded data were derived.
 KD0640
 KD0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD239374(NAD 83)
 KD0640_MARKER: DD = SURVEY DISK
 KD0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0640_STAMPING: 1003 1934
 KD0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0640+STABILITY: SURFACE MOTION
 KD0640
 KD0640  HISTORY     - Date     Condition        Report By
 KD0640  HISTORY     - 1934     MONUMENTED       MOGS
 KD0640  HISTORY     - 1962     GOOD             NGS
 KD0640  HISTORY     - 20050429 MARK NOT FOUND   GEOCAC
 KD0640
 KD0640                          STATION DESCRIPTION
 KD0640
 KD0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0640'AT LEXINGTON.
 KD0640'AT THE OLD ARNOLD SCHOOL, NOW AN APARTMENT HOUSE, AT THE
 KD0640'INTERSECTION OF 20TH AND FRANKLIN STREETS, 25 FEET SOUTH OF
 KD0640'FRANKLIN STREET, 10 FEET EAST OF 20TH STREET, ABOUT 1 FOOT
 KD0640'ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE
 KD0640'POST PROJECTING 0.1 FOOT.
 KD0640
 KD0640                          STATION RECOVERY (2005)
 KD0640
 KD0640'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD0640'THE DATASHEET COORDINATES ARE ABOUT 0.4 MILES TO THE WEST.
 KD0640' 
 KD0640'THE MARK SHOULD BE IN THE VINICITY OF HANDHELD COORDINATES N39 11.046
 KD0640'W93 52.301
 KD0640' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0126 ***********************************************************************
 LE0126  DESIGNATION -  1005
 LE0126  PID         -  LE0126
 LE0126  STATE/COUNTY-  MO/SCHUYLER
 LE0126  USGS QUAD   -  QUEEN CITY (1979)
 LE0126
 LE0126                         *CURRENT SURVEY CONTROL
 LE0126  ___________________________________________________________________
 LE0126* NAD 83(1986)-  40 24 31.     (N)    092 33 57.     (W)     SCALED    
 LE0126* NAVD 88     -       305.748  (meters)    1003.11   (feet)  ADJUSTED  
 LE0126  ___________________________________________________________________
 LE0126  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LE0126  DYNAMIC HT  -         305.590 (meters)    1002.59  (feet)  COMP
 LE0126  MODELED GRAV-     980,100.1   (mgal)                       NAVD 88
 LE0126
 LE0126  VERT ORDER  -  SECOND    CLASS 0
 LE0126
 LE0126.The horizontal coordinates were scaled from a topographic map and have
 LE0126.an estimated accuracy of +/- 6 seconds.
 LE0126
 LE0126.The orthometric height was determined by differential leveling
 LE0126.and adjusted by the National Geodetic Survey in June 1991..
 LE0126
 LE0126.The geoid height was determined by GEOID03.
 LE0126
 LE0126.The dynamic height is computed by dividing the NAVD 88
 LE0126.geopotential number by the normal gravity value computed on the
 LE0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0126.degrees latitude (g = 980.6199 gals.).
 LE0126
 LE0126.The modeled gravity was interpolated from observed gravity values.
 LE0126
 LE0126;                    North         East    Units  Estimated Accuracy
 LE0126;SPC MO C     -   507,820.      494,410.      MT  (+/- 180 meters Scaled)
 LE0126
 LE0126                          SUPERSEDED SURVEY CONTROL
 LE0126
 LE0126  NGVD 29 (??/??/92)  305.739  (m)         1003.08   (f) ADJ UNCH    2 0
 LE0126
 LE0126.Superseded values are not recommended for survey control.
 LE0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0126.See file dsdata.txt to determine how the superseded data were derived.
 LE0126
 LE0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE368732(NAD 83)
 LE0126_MARKER: P = PIPE CAP
 LE0126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LE0126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LE0126_STAMPING: 1005
 LE0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0126
 LE0126  HISTORY     - Date     Condition        Report By
 LE0126  HISTORY     - UNK      MONUMENTED       USGS
 LE0126  HISTORY     - 1967     GOOD             NGS
 LE0126
 LE0126                          STATION DESCRIPTION
 LE0126
 LE0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0126'AT QUEEN CITY.
 LE0126'THIS MARK RECOVERED EAST OF THE CENTER OF THE SOUTH SIDE OF
 LE0126'SQUARE AND PARK, 132 FEET WEST OF THE CENTERLINE OF MAIN STREET
 LE0126'AND 36 FEET NORTH OF THE CENTERLINE OF 6TH STREET.  THE PIPE
 LE0126'PROJECTS 7 INCHES AND IT APPEARS TO BE SLIGHTLY TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0366 ***********************************************************************
 HD0366  DESIGNATION -  1009.9
 HD0366  PID         -  HD0366
 HD0366  STATE/COUNTY-  MO/LACLEDE
 HD0366  USGS QUAD   -  ELDRIDGE EAST (1985)
 HD0366
 HD0366                         *CURRENT SURVEY CONTROL
 HD0366  ___________________________________________________________________
 HD0366* NAD 83(1986)-  37 49 17.     (N)    092 41 20.     (W)     SCALED    
 HD0366* NAVD 88     -       308.140  (meters)    1010.96   (feet)  ADJUSTED  
 HD0366  ___________________________________________________________________
 HD0366  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HD0366  DYNAMIC HT  -         307.906 (meters)    1010.19  (feet)  COMP
 HD0366  MODELED GRAV-     979,862.2   (mgal)                       NAVD 88
 HD0366
 HD0366  VERT ORDER  -  SECOND    CLASS 0
 HD0366
 HD0366.The horizontal coordinates were scaled from a topographic map and have
 HD0366.an estimated accuracy of +/- 6 seconds.
 HD0366
 HD0366.The orthometric height was determined by differential leveling
 HD0366.and adjusted by the National Geodetic Survey in June 1991..
 HD0366
 HD0366.The geoid height was determined by GEOID03.
 HD0366
 HD0366.The dynamic height is computed by dividing the NAVD 88
 HD0366.geopotential number by the normal gravity value computed on the
 HD0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0366.degrees latitude (g = 980.6199 gals.).
 HD0366
 HD0366.The modeled gravity was interpolated from observed gravity values.
 HD0366
 HD0366;                    North         East    Units  Estimated Accuracy
 HD0366;SPC MO C     -   220,630.      483,370.      MT  (+/- 180 meters Scaled)
 HD0366
 HD0366                          SUPERSEDED SURVEY CONTROL
 HD0366
 HD0366  NGVD 29 (??/??/92)  308.029  (m)         1010.59   (f) ADJ UNCH    2 0
 HD0366
 HD0366.Superseded values are not recommended for survey control.
 HD0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0366.See file dsdata.txt to determine how the superseded data were derived.
 HD0366
 HD0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB273860(NAD 83)
 HD0366_MARKER: Q = CHISELED SQUARE
 HD0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0366_SP_SET: ABUTMENT
 HD0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0366
 HD0366  HISTORY     - Date     Condition        Report By
 HD0366  HISTORY     - UNK      MONUMENTED       USGS
 HD0366  HISTORY     - 1934     GOOD             NGS
 HD0366
 HD0366                          STATION DESCRIPTION
 HD0366
 HD0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0366'6.4 MI S FROM DECATURVILLE.
 HD0366'IN LACLEDE COUNTY, 6.4 MILES SOUTH ALONG STATE HIGHWAY 5 FROM
 HD0366'DECATURVILLE, CAMDEN COUNTY, IN THE SOUTHWEST CORNER OF SECTION
 HD0366'27, T 36 N, R 16 W, 365 FEET NORTH OF THE JUNCTION OF A T-ROAD
 HD0366'LEADING EAST, AT THE CONCRETE BRIDGE OVER GOODWIN HOLLOW CREEK,
 HD0366'AND ON THE TOP OF THE EAST CONCRETE PARAPET WALL OF THE SOUTH
 HD0366'ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0697 ***********************************************************************
 HD0697  DESIGNATION -  101
 HD0697  PID         -  HD0697
 HD0697  STATE/COUNTY-  MO/GREENE
 HD0697  USGS QUAD   -  BROOKLINE (1975)
 HD0697
 HD0697                         *CURRENT SURVEY CONTROL
 HD0697  ___________________________________________________________________
 HD0697* NAD 83(1986)-  37 14 35.     (N)    093 28 34.     (W)     SCALED    
 HD0697* NAVD 88     -       382.677  (meters)    1255.50   (feet)  ADJUSTED  
 HD0697  ___________________________________________________________________
 HD0697  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HD0697  DYNAMIC HT  -         382.369 (meters)    1254.49  (feet)  COMP
 HD0697  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 HD0697
 HD0697  VERT ORDER  -  SECOND    CLASS 0
 HD0697
 HD0697.The horizontal coordinates were scaled from a topographic map and have
 HD0697.an estimated accuracy of +/- 6 seconds.
 HD0697
 HD0697.The orthometric height was determined by differential leveling
 HD0697.and adjusted by the National Geodetic Survey in June 1991..
 HD0697
 HD0697.The geoid height was determined by GEOID03.
 HD0697
 HD0697.The dynamic height is computed by dividing the NAVD 88
 HD0697.geopotential number by the normal gravity value computed on the
 HD0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0697.degrees latitude (g = 980.6199 gals.).
 HD0697
 HD0697.The modeled gravity was interpolated from observed gravity values.
 HD0697
 HD0697;                    North         East    Units  Estimated Accuracy
 HD0697;SPC MO C     -   156,870.      413,400.      MT  (+/- 180 meters Scaled)
 HD0697
 HD0697                          SUPERSEDED SURVEY CONTROL
 HD0697
 HD0697  NGVD 29 (??/??/92)  382.541  (m)         1255.05   (f) ADJ UNCH    2 0
 HD0697
 HD0697.Superseded values are not recommended for survey control.
 HD0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0697.See file dsdata.txt to determine how the superseded data were derived.
 HD0697
 HD0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB577219(NAD 83)
 HD0697_MARKER: DD = SURVEY DISK
 HD0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0697_STAMPING: 101 1934
 HD0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0697+STABILITY: SURFACE MOTION
 HD0697
 HD0697  HISTORY     - Date     Condition        Report By
 HD0697  HISTORY     - 1934     MONUMENTED       MOGS
 HD0697  HISTORY     - 1935     GOOD             NGS
 HD0697  HISTORY     - 20010220 MARK NOT FOUND   SKW
 HD0697
 HD0697                          STATION DESCRIPTION
 HD0697
 HD0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0697'2.5 MI W FROM ELWOOD.
 HD0697'2.5 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0697'ELWOOD, GREENE COUNTY, 31 POLES EAST OF MILEPOST 191, AND 12
 HD0697'YARDS SOUTH OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY
 HD0697'STANDARD DISK, STAMPED 101 1934 AND SET IN THE TOP OF A CONCRETE
 HD0697'POST.
 HD0697
 HD0697                          STATION RECOVERY (2001)
 HD0697
 HD0697'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 HD0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0389 ***********************************************************************
 HD0389  DESIGNATION -  101 M
 HD0389  PID         -  HD0389
 HD0389  STATE/COUNTY-  MO/CAMDEN
 HD0389  USGS QUAD   -  DECATURVILLE (1975)
 HD0389
 HD0389                         *CURRENT SURVEY CONTROL
 HD0389  ___________________________________________________________________
 HD0389* NAD 83(1986)-  37 59 20.     (N)    092 42 32.     (W)     SCALED    
 HD0389* NAVD 88     -       316.205  (meters)    1037.42   (feet)  ADJUSTED  
 HD0389  ___________________________________________________________________
 HD0389  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HD0389  DYNAMIC HT  -         315.971 (meters)    1036.65  (feet)  COMP
 HD0389  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 HD0389
 HD0389  VERT ORDER  -  SECOND    CLASS 0
 HD0389
 HD0389.The horizontal coordinates were scaled from a topographic map and have
 HD0389.an estimated accuracy of +/- 6 seconds.
 HD0389
 HD0389.The orthometric height was determined by differential leveling
 HD0389.and adjusted by the National Geodetic Survey in June 1991..
 HD0389
 HD0389.The geoid height was determined by GEOID03.
 HD0389
 HD0389.The dynamic height is computed by dividing the NAVD 88
 HD0389.geopotential number by the normal gravity value computed on the
 HD0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0389.degrees latitude (g = 980.6199 gals.).
 HD0389
 HD0389.The modeled gravity was interpolated from observed gravity values.
 HD0389
 HD0389;                    North         East    Units  Estimated Accuracy
 HD0389;SPC MO C     -   239,220.      481,650.      MT  (+/- 180 meters Scaled)
 HD0389
 HD0389                          SUPERSEDED SURVEY CONTROL
 HD0389
 HD0389  NGVD 29 (??/??/92)  316.105  (m)         1037.09   (f) ADJ UNCH    2 0
 HD0389
 HD0389.Superseded values are not recommended for survey control.
 HD0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0389.See file dsdata.txt to determine how the superseded data were derived.
 HD0389
 HD0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC255046(NAD 83)
 HD0389_MARKER: DD = SURVEY DISK
 HD0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0389_SP_SET: CULVERT
 HD0389_STAMPING: 101 M 1931
 HD0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0389
 HD0389  HISTORY     - Date     Condition        Report By
 HD0389  HISTORY     - 1931     MONUMENTED       USGS
 HD0389  HISTORY     - 1934     GOOD             NGS
 HD0389
 HD0389                          STATION DESCRIPTION
 HD0389
 HD0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0389'2.5 MI SE FROM CAMDENTON.
 HD0389'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM CAMDENTON, IN
 HD0389'THE NORTH PART OF SECTION 32, T 38 N, R 16 W, 75 FEET NORTH
 HD0389'OF A CROSSROAD, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 HD0389'NORTHEAST CONCRETE HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY
 HD0389'STANDARD DISK, STAMPED 101 M 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0772 ***********************************************************************
 KD0772  DESIGNATION -  1011
 KD0772  PID         -  KD0772
 KD0772  STATE/COUNTY-  MO/LAFAYETTE
 KD0772  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0772
 KD0772                         *CURRENT SURVEY CONTROL
 KD0772  ___________________________________________________________________
 KD0772* NAD 83(1986)-  39 01 20.     (N)    093 44 05.     (W)     SCALED    
 KD0772* NAVD 88     -       243.686  (meters)     799.49   (feet)  ADJUSTED  
 KD0772  ___________________________________________________________________
 KD0772  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD0772  DYNAMIC HT  -         243.530 (meters)     798.98  (feet)  COMP
 KD0772  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 KD0772
 KD0772  VERT ORDER  -  SECOND    CLASS 0
 KD0772
 KD0772.The horizontal coordinates were scaled from a topographic map and have
 KD0772.an estimated accuracy of +/- 6 seconds.
 KD0772
 KD0772.The orthometric height was determined by differential leveling
 KD0772.and adjusted by the National Geodetic Survey in June 1991..
 KD0772
 KD0772.The geoid height was determined by GEOID03.
 KD0772
 KD0772.The dynamic height is computed by dividing the NAVD 88
 KD0772.geopotential number by the normal gravity value computed on the
 KD0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0772.degrees latitude (g = 980.6199 gals.).
 KD0772
 KD0772.The modeled gravity was interpolated from observed gravity values.
 KD0772
 KD0772;                    North         East    Units  Estimated Accuracy
 KD0772;SPC MO W     -   317,200.      916,270.      MT  (+/- 180 meters Scaled)
 KD0772
 KD0772                          SUPERSEDED SURVEY CONTROL
 KD0772
 KD0772  NGVD 29 (??/??/92)  243.595  (m)          799.19   (f) ADJ UNCH    2 0
 KD0772
 KD0772.Superseded values are not recommended for survey control.
 KD0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0772.See file dsdata.txt to determine how the superseded data were derived.
 KD0772
 KD0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD363194(NAD 83)
 KD0772_MARKER: DD = SURVEY DISK
 KD0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0772_STAMPING: 1011 CWA 1934
 KD0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0772+STABILITY: SURFACE MOTION
 KD0772
 KD0772  HISTORY     - Date     Condition        Report By
 KD0772  HISTORY     - 1934     MONUMENTED       USGS
 KD0772  HISTORY     - 1963     GOOD             NGS
 KD0772
 KD0772                          STATION DESCRIPTION
 KD0772
 KD0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0772'4 MI S FROM HIGGINSVILLE.
 KD0772'4 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE COURT HOUSE AT
 KD0772'HIGGINSVILLE, AT A ROAD INTERSECTION, 61 FEET NORTHWEST OF
 KD0772'THE INTERSECTION, 50 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 KD0772'ROAD, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 42 FEET
 KD0772'SOUTH SOUTHWEST OF A POWER POLE, 3 FEET WEST OF A FENCE LINE,
 KD0772'3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 KD0772'A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0446 ***********************************************************************
 LF0446  DESIGNATION -  101/2 BOLT
 LF0446  PID         -  LF0446
 LF0446  STATE/COUNTY-  MO/HOLT
 LF0446  USGS QUAD   -  CORNING (1984)
 LF0446
 LF0446                         *CURRENT SURVEY CONTROL
 LF0446  ___________________________________________________________________
 LF0446* NAD 83(1986)-  40 10 02.     (N)    095 25 42.     (W)     SCALED    
 LF0446* NAVD 88     -       265.233  (meters)     870.19   (feet)  ADJUSTED  
 LF0446  ___________________________________________________________________
 LF0446  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LF0446  DYNAMIC HT  -         265.089 (meters)     869.71  (feet)  COMP
 LF0446  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 LF0446
 LF0446  VERT ORDER  -  SECOND    CLASS 0
 LF0446
 LF0446.The horizontal coordinates were scaled from a topographic map and have
 LF0446.an estimated accuracy of +/- 6 seconds.
 LF0446
 LF0446.The orthometric height was determined by differential leveling
 LF0446.and adjusted by the National Geodetic Survey in June 1991..
 LF0446
 LF0446.The geoid height was determined by GEOID03.
 LF0446
 LF0446.The dynamic height is computed by dividing the NAVD 88
 LF0446.geopotential number by the normal gravity value computed on the
 LF0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0446.degrees latitude (g = 980.6199 gals.).
 LF0446
 LF0446.The modeled gravity was interpolated from observed gravity values.
 LF0446
 LF0446;                    North         East    Units  Estimated Accuracy
 LF0446;SPC MO W     -   444,450.      770,920.      MT  (+/- 180 meters Scaled)
 LF0446
 LF0446                          SUPERSEDED SURVEY CONTROL
 LF0446
 LF0446  NGVD 29 (??/??/92)  265.142  (m)          869.89   (f) ADJ UNCH    2 0
 LF0446
 LF0446.Superseded values are not recommended for survey control.
 LF0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0446.See file dsdata.txt to determine how the superseded data were derived.
 LF0446
 LF0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE932491(NAD 83)
 LF0446_MARKER: B = BOLT
 LF0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0446_SP_SET: STONE
 LF0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0446+STABILITY: SURFACE MOTION
 LF0446
 LF0446  HISTORY     - Date     Condition        Report By
 LF0446  HISTORY     - UNK      MONUMENTED       MORC
 LF0446  HISTORY     - 1948     GOOD             NGS
 LF0446  HISTORY     - 1959     GOOD             NGS
 LF0446
 LF0446                          STATION DESCRIPTION
 LF0446
 LF0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0446'5.4 MI SW FROM CRAIG.
 LF0446'1.9 MILES WEST ALONG STATE HIGHWAY NO. 111 FROM THE STATION AT
 LF0446'CRAIG, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 LF0446'EAST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD,
 LF0446'THENCE 1.5 MILE WEST ALONG A DIRT ROAD, AT A T-ROAD, JUST WEST OF
 LF0446'A FARMHOUSE, 30.0 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 LF0446'EAST, 18.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LF0446'10.4 FEET NORTH OF A 12-INCH FORKED TREE, 1.4 FEET SOUTH OF A
 LF0446'REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES
 LF0446'SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 LF0446'THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD
 LF0446'CAP.
 LF0446
 LF0446                          STATION RECOVERY (1959)
 LF0446
 LF0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0445 ***********************************************************************
 LF0445  DESIGNATION -  101/2 CAP
 LF0445  PID         -  LF0445
 LF0445  STATE/COUNTY-  MO/HOLT
 LF0445  USGS QUAD   -  CORNING (1984)
 LF0445
 LF0445                         *CURRENT SURVEY CONTROL
 LF0445  ___________________________________________________________________
 LF0445* NAD 83(1986)-  40 10 02.     (N)    095 25 42.     (W)     SCALED    
 LF0445* NAVD 88     -       266.475  (meters)     874.26   (feet)  ADJUSTED  
 LF0445  ___________________________________________________________________
 LF0445  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LF0445  DYNAMIC HT  -         266.330 (meters)     873.78  (feet)  COMP
 LF0445  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 LF0445
 LF0445  VERT ORDER  -  SECOND    CLASS 0
 LF0445
 LF0445.The horizontal coordinates were scaled from a topographic map and have
 LF0445.an estimated accuracy of +/- 6 seconds.
 LF0445
 LF0445.The orthometric height was determined by differential leveling
 LF0445.and adjusted by the National Geodetic Survey in June 1991..
 LF0445
 LF0445.The geoid height was determined by GEOID03.
 LF0445
 LF0445.The dynamic height is computed by dividing the NAVD 88
 LF0445.geopotential number by the normal gravity value computed on the
 LF0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0445.degrees latitude (g = 980.6199 gals.).
 LF0445
 LF0445.The modeled gravity was interpolated from observed gravity values.
 LF0445
 LF0445;                    North         East    Units  Estimated Accuracy
 LF0445;SPC MO W     -   444,450.      770,920.      MT  (+/- 180 meters Scaled)
 LF0445
 LF0445                          SUPERSEDED SURVEY CONTROL
 LF0445
 LF0445  NGVD 29 (??/??/92)  266.383  (m)          873.96   (f) ADJ UNCH    2 0
 LF0445
 LF0445.Superseded values are not recommended for survey control.
 LF0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0445.See file dsdata.txt to determine how the superseded data were derived.
 LF0445
 LF0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE932491(NAD 83)
 LF0445_MARKER: P = PIPE CAP
 LF0445_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0445_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0445
 LF0445  HISTORY     - Date     Condition        Report By
 LF0445  HISTORY     - UNK      MONUMENTED       MORC
 LF0445  HISTORY     - 1948     GOOD             NGS
 LF0445  HISTORY     - 1959     GOOD             NGS
 LF0445
 LF0445                          STATION DESCRIPTION
 LF0445
 LF0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0445'5.4 MI SW FROM CRAIG.
 LF0445'1.9 MILES WEST ALONG STATE HIGHWAY NO. 111 FROM THE STATION AT
 LF0445'CRAIG, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE
 LF0445'EAST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD,
 LF0445'THENCE 1.5 MILES WEST ALONG A DIRT ROAD, AT A T-ROAD, JUST WEST
 LF0445'OF A FARMHOUSE, 30.0 FEET NORTH OF THE CENTER LINE OF THE ROAD
 LF0445'LEADING EAST, 18.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LF0445'ROAD, 10.4 FEET NORTH OF A 12-INCH FORKED TREE, 1.4 FEET SOUTH OF
 LF0445'A REFERENCE POST, PROJECTING 1.5 FEET ABOVE THE GROUND.  THE TOP
 LF0445'OF A MISSOURI RIVER COMMISSION STANDARD CAP.
 LF0445
 LF0445                          STATION RECOVERY (1959)
 LF0445
 LF0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0820 ***********************************************************************
 HD0820  DESIGNATION -  1014.3
 HD0820  PID         -  HD0820
 HD0820  STATE/COUNTY-  MO/POLK
 HD0820  USGS QUAD   -  ALDRICH (1981)
 HD0820
 HD0820                         *CURRENT SURVEY CONTROL
 HD0820  ___________________________________________________________________
 HD0820* NAD 83(1986)-  37 37 22.     (N)    093 31 37.     (W)     SCALED    
 HD0820* NAVD 88     -       309.296  (meters)    1014.75   (feet)  ADJUSTED  
 HD0820  ___________________________________________________________________
 HD0820  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HD0820  DYNAMIC HT  -         309.058 (meters)    1013.97  (feet)  COMP
 HD0820  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 HD0820
 HD0820  VERT ORDER  -  SECOND    CLASS 0
 HD0820
 HD0820.The horizontal coordinates were scaled from a topographic map and have
 HD0820.an estimated accuracy of +/- 6 seconds.
 HD0820
 HD0820.The orthometric height was determined by differential leveling
 HD0820.and adjusted by the National Geodetic Survey in June 1991..
 HD0820
 HD0820.The geoid height was determined by GEOID03.
 HD0820
 HD0820.The dynamic height is computed by dividing the NAVD 88
 HD0820.geopotential number by the normal gravity value computed on the
 HD0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0820.degrees latitude (g = 980.6199 gals.).
 HD0820
 HD0820.The modeled gravity was interpolated from observed gravity values.
 HD0820
 HD0820;                    North         East    Units  Estimated Accuracy
 HD0820;SPC MO C     -   199,060.      409,350.      MT  (+/- 180 meters Scaled)
 HD0820
 HD0820                          SUPERSEDED SURVEY CONTROL
 HD0820
 HD0820.No superseded survey control is available for this station.
 HD0820
 HD0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB535640(NAD 83)
 HD0820_MARKER: Q = CHISELED SQUARE
 HD0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0820_SP_SET: CULVERT
 HD0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0820
 HD0820  HISTORY     - Date     Condition        Report By
 HD0820  HISTORY     - UNK      MONUMENTED       USGS
 HD0820  HISTORY     - 1938     GOOD             NGS
 HD0820
 HD0820                          STATION DESCRIPTION
 HD0820
 HD0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0820'2.7 MI E FROM FAIR PLAY.
 HD0820'2.7 MILES EAST ALONG STATE HIGHWAY 64 FROM THE STANDARD OIL CO.
 HD0820'BULK PLANT AT FAIR PLAY, POLK COUNTY, AT A DOUBLE CONCRETE BOX
 HD0820'CULVERT, ON THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL,
 HD0820'16.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 HD0820'THE HIGHWAY.  A 2-INCH CHISELED SQUARE, MARKED BY THE LETTERS UE
 HD0820'1014.4 PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0454 ***********************************************************************
 GE0454  DESIGNATION -  1015
 GE0454  PID         -  GE0454
 GE0454  STATE/COUNTY-  MO/SHANNON
 GE0454  USGS QUAD   -  BIRCH TREE (1997)
 GE0454
 GE0454                         *CURRENT SURVEY CONTROL
 GE0454  ___________________________________________________________________
 GE0454* NAD 83(1986)-  36 59 27.     (N)    091 26 51.     (W)     SCALED    
 GE0454* NAVD 88     -       309.911  (meters)    1016.77   (feet)  POSTED    
 GE0454  ___________________________________________________________________
 GE0454  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 GE0454  DYNAMIC HT  -         309.650 (meters)    1015.91  (feet)  COMP
 GE0454  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 GE0454
 GE0454  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GE0454
 GE0454.The horizontal coordinates were scaled from a topographic map and have
 GE0454.an estimated accuracy of +/- 6 seconds.
 GE0454
 GE0454.The orthometric height was determined by differential leveling
 GE0454.and adjusted by the National Geodetic Survey in 1992..
 GE0454.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GE0454.rate of 1.1 thru 2.0 mm/km.
 GE0454
 GE0454.The geoid height was determined by GEOID03.
 GE0454
 GE0454.The dynamic height is computed by dividing the NAVD 88
 GE0454.geopotential number by the normal gravity value computed on the
 GE0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0454.degrees latitude (g = 980.6199 gals.).
 GE0454
 GE0454.The modeled gravity was interpolated from observed gravity values.
 GE0454
 GE0454;                    North         East    Units  Estimated Accuracy
 GE0454;SPC MO E     -   128,860.      165,660.      MT  (+/- 180 meters Scaled)
 GE0454
 GE0454                          SUPERSEDED SURVEY CONTROL
 GE0454
 GE0454  NGVD 29 (??/??/92)  309.793  (m)         1016.38   (f) ADJ UNCH    3 0
 GE0454
 GE0454.Superseded values are not recommended for survey control.
 GE0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0454.See file dsdata.txt to determine how the superseded data were derived.
 GE0454
 GE0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA381949(NAD 83)
 GE0454_MARKER: P = PIPE CAP
 GE0454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0454_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0454_STAMPING: MO 1015
 GE0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0454+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GE0454
 GE0454  HISTORY     - Date     Condition        Report By
 GE0454  HISTORY     - UNK      MONUMENTED       USGS
 GE0454  HISTORY     - 1934     GOOD             USGS
 GE0454  HISTORY     - 1977     GOOD             NGS
 GE0454  HISTORY     - 20050415 GOOD             MODT
 GE0454
 GE0454                          STATION DESCRIPTION
 GE0454
 GE0454'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GE0454'2.6 MI E FROM BIRCH TREE.
 GE0454'2.6 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0454'BIRCH TREE, SHANNON COUNTY, 100 FEET EAST OF POLE 324/25, 35 FEET
 GE0454'SOUTH OF THE TRACK, IN A CULTIVATED FIELD, AND 14 FEET WEST OF
 GE0454'A ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 GE0454'MO 1015 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 GE0454
 GE0454                          STATION RECOVERY (1977)
 GE0454
 GE0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0454'IT IS 49 FEET SOUTH OF THE SOUTH TRACK, 19 FEET WEST OF THE
 GE0454'CENTERLINE OF NORTH-SOUTH ROAD, 1.5 FEET SOUTH OF FENCE CORNER, 0.5
 GE0454'FOOT EAST OF FENCE AND PROJECTS 6 INCHES.
 GE0454
 GE0454                          STATION RECOVERY (2005)
 GE0454
 GE0454'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2005 (RH)
 GE0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0566 ***********************************************************************
 HD0566  DESIGNATION -  1016.6
 HD0566  PID         -  HD0566
 HD0566  STATE/COUNTY-  MO/HICKORY
 HD0566  USGS QUAD   -  PRESTON (1972)
 HD0566
 HD0566                         *CURRENT SURVEY CONTROL
 HD0566  ___________________________________________________________________
 HD0566* NAD 83(1986)-  37 56 25.     (N)    093 10 31.     (W)     SCALED    
 HD0566* NAVD 88     -       309.710  (meters)    1016.11   (feet)  ADJUSTED  
 HD0566  ___________________________________________________________________
 HD0566  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HD0566  DYNAMIC HT  -         309.482 (meters)    1015.36  (feet)  COMP
 HD0566  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 HD0566
 HD0566  VERT ORDER  -  SECOND    CLASS 0
 HD0566
 HD0566.The horizontal coordinates were scaled from a topographic map and have
 HD0566.an estimated accuracy of +/- 6 seconds.
 HD0566
 HD0566.The orthometric height was determined by differential leveling
 HD0566.and adjusted by the National Geodetic Survey in June 1991..
 HD0566
 HD0566.The geoid height was determined by GEOID03.
 HD0566
 HD0566.The dynamic height is computed by dividing the NAVD 88
 HD0566.geopotential number by the normal gravity value computed on the
 HD0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0566.degrees latitude (g = 980.6199 gals.).
 HD0566
 HD0566.The modeled gravity was interpolated from observed gravity values.
 HD0566
 HD0566;                    North         East    Units  Estimated Accuracy
 HD0566;SPC MO C     -   234,020.      440,640.      MT  (+/- 180 meters Scaled)
 HD0566
 HD0566                          SUPERSEDED SURVEY CONTROL
 HD0566
 HD0566  NGVD 29 (??/??/92)  309.599  (m)         1015.74   (f) ADJ UNCH    2 0
 HD0566
 HD0566.Superseded values are not recommended for survey control.
 HD0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0566.See file dsdata.txt to determine how the superseded data were derived.
 HD0566
 HD0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB845992(NAD 83)
 HD0566_MARKER: Q = CHISELED SQUARE
 HD0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0566_SP_SET: CULVERT
 HD0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0566
 HD0566  HISTORY     - Date     Condition        Report By
 HD0566  HISTORY     - UNK      MONUMENTED       USGS
 HD0566  HISTORY     - 1945     GOOD             NGS
 HD0566
 HD0566                          STATION DESCRIPTION
 HD0566
 HD0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HD0566'2.1 MI E FROM PRESTON.
 HD0566'2.1 MILES EAST OF PRESTON, HICKORY COUNTY AT THE JUNCTION OF A
 HD0566'FARM ENTRANCE LEADING SOUTH, 45 FEET WEST OF THE FARM ROAD, 25
 HD0566'FEET SOUTH OF THE HIGHWAY, AT A CONCRETE CULVERT, AND ON THE
 HD0566'TOP OF THE SOUTH HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0493 ***********************************************************************
 HD0493  DESIGNATION -  1017.8
 HD0493  PID         -  HD0493
 HD0493  STATE/COUNTY-  MO/CAMDEN
 HD0493  USGS QUAD   -  MACKS CREEK (1982)
 HD0493
 HD0493                         *CURRENT SURVEY CONTROL
 HD0493  ___________________________________________________________________
 HD0493* NAD 83(1986)-  37 57 37.     (N)    092 58 38.     (W)     SCALED    
 HD0493* NAVD 88     -       310.673  (meters)    1019.27   (feet)  ADJUSTED  
 HD0493  ___________________________________________________________________
 HD0493  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HD0493  DYNAMIC HT  -         310.443 (meters)    1018.51  (feet)  COMP
 HD0493  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 HD0493
 HD0493  VERT ORDER  -  SECOND    CLASS 0
 HD0493
 HD0493.The horizontal coordinates were scaled from a topographic map and have
 HD0493.an estimated accuracy of +/- 6 seconds.
 HD0493
 HD0493.The orthometric height was determined by differential leveling
 HD0493.and adjusted by the National Geodetic Survey in June 1991..
 HD0493
 HD0493.The geoid height was determined by GEOID03.
 HD0493
 HD0493.The dynamic height is computed by dividing the NAVD 88
 HD0493.geopotential number by the normal gravity value computed on the
 HD0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0493.degrees latitude (g = 980.6199 gals.).
 HD0493
 HD0493.The modeled gravity was interpolated from observed gravity values.
 HD0493
 HD0493;                    North         East    Units  Estimated Accuracy
 HD0493;SPC MO C     -   236,130.      458,060.      MT  (+/- 180 meters Scaled)
 HD0493
 HD0493                          SUPERSEDED SURVEY CONTROL
 HD0493
 HD0493  NGVD 29 (??/??/92)  310.567  (m)         1018.92   (f) ADJ UNCH    2 0
 HD0493
 HD0493.Superseded values are not recommended for survey control.
 HD0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0493.See file dsdata.txt to determine how the superseded data were derived.
 HD0493
 HD0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC020014(NAD 83)
 HD0493_MARKER: N = NAIL
 HD0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0493_SP_SET: OAK TREE ROOT
 HD0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0493
 HD0493  HISTORY     - Date     Condition        Report By
 HD0493  HISTORY     - UNK      MONUMENTED       USGS
 HD0493  HISTORY     - 1934     GOOD             NGS
 HD0493  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0493  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0493
 HD0493                          STATION DESCRIPTION
 HD0493
 HD0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0493'0.7 MI SW FROM MACKS CREEK.
 HD0493'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 54 FROM MACKS CREEK,
 HD0493'AT THE SOUTH SIXTEENTH-CORNER BETWEEN SECTIONS 11 AND 12, T 37
 HD0493'N, R 19 W, AT THE JUNCTION OF A ROAD LEADING WEST TO A CEMETERY,
 HD0493'80 FEET SOUTH OF THE ROAD, 30 FEET WEST OF THE HIGHWAY, AND
 HD0493'IN THE ROOT ON THE EAST SIDE OF AN 18-INCH OAK TREE.  A UNITED
 HD0493'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 HD0493
 HD0493                          STATION RECOVERY (1978)
 HD0493
 HD0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0493'MARK NOT FOUND.
 HD0493
 HD0493                          STATION RECOVERY (1978)
 HD0493
 HD0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0216 ***********************************************************************
 GF0216  DESIGNATION -  1019
 GF0216  PID         -  GF0216
 GF0216  STATE/COUNTY-  MO/STONE
 GF0216  USGS QUAD   -  GALENA (1956)
 GF0216
 GF0216                         *CURRENT SURVEY CONTROL
 GF0216  ___________________________________________________________________
 GF0216* NAD 83(1986)-  36 48 16.     (N)    093 27 59.     (W)     SCALED    
 GF0216* NAVD 88     -       309.891  (meters)    1016.70   (feet)  ADJUSTED  
 GF0216  ___________________________________________________________________
 GF0216  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GF0216  DYNAMIC HT  -         309.630 (meters)    1015.84  (feet)  COMP
 GF0216  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GF0216
 GF0216  VERT ORDER  -  SECOND    CLASS 0
 GF0216
 GF0216.The horizontal coordinates were scaled from a topographic map and have
 GF0216.an estimated accuracy of +/- 6 seconds.
 GF0216
 GF0216.The orthometric height was determined by differential leveling
 GF0216.and adjusted by the National Geodetic Survey in June 1991..
 GF0216
 GF0216.The geoid height was determined by GEOID03.
 GF0216
 GF0216.The dynamic height is computed by dividing the NAVD 88
 GF0216.geopotential number by the normal gravity value computed on the
 GF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0216.degrees latitude (g = 980.6199 gals.).
 GF0216
 GF0216.The modeled gravity was interpolated from observed gravity values.
 GF0216
 GF0216;                    North         East    Units  Estimated Accuracy
 GF0216;SPC MO C     -   108,190.      413,770.      MT  (+/- 180 meters Scaled)
 GF0216
 GF0216                          SUPERSEDED SURVEY CONTROL
 GF0216
 GF0216  NGVD 29 (??/??/92)  309.754  (m)         1016.25   (f) ADJ UNCH    2 0
 GF0216
 GF0216.Superseded values are not recommended for survey control.
 GF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0216.See file dsdata.txt to determine how the superseded data were derived.
 GF0216
 GF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA583732(NAD 83)
 GF0216_MARKER: DB = BENCH MARK DISK
 GF0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0216_SP_SET: CONCRETE FOUNDATION
 GF0216_STAMPING: 1019
 GF0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0216
 GF0216  HISTORY     - Date     Condition        Report By
 GF0216  HISTORY     - UNK      MONUMENTED       USGS
 GF0216  HISTORY     - 1941     GOOD             NGS
 GF0216
 GF0216                          STATION DESCRIPTION
 GF0216
 GF0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GF0216'AT GALENA.
 GF0216'AT GALENA, STONE COUNTY, IN THE SOUTH FACE OF THE COUNTY COURTHOUSE,
 GF0216'11.1 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, IN A
 GF0216'LIMESTONE BLOCK IN THE CONCRETE FOUNDATION, AND 0.9 FOOT ABOVE
 GF0216'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GF0216'1019 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0378 ***********************************************************************
 HD0378  DESIGNATION -  102 M
 HD0378  PID         -  HD0378
 HD0378  STATE/COUNTY-  MO/CAMDEN
 HD0378  USGS QUAD   -  DECATURVILLE (1975)
 HD0378
 HD0378                         *CURRENT SURVEY CONTROL
 HD0378  ___________________________________________________________________
 HD0378* NAD 83(1986)-  37 55 38.     (N)    092 42 25.     (W)     SCALED    
 HD0378* NAVD 88     -       336.225  (meters)    1103.10   (feet)  ADJUSTED  
 HD0378  ___________________________________________________________________
 HD0378  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HD0378  DYNAMIC HT  -         335.974 (meters)    1102.27  (feet)  COMP
 HD0378  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 HD0378
 HD0378  VERT ORDER  -  SECOND    CLASS 0
 HD0378
 HD0378.The horizontal coordinates were scaled from a topographic map and have
 HD0378.an estimated accuracy of +/- 6 seconds.
 HD0378
 HD0378.The orthometric height was determined by differential leveling
 HD0378.and adjusted by the National Geodetic Survey in June 1991..
 HD0378
 HD0378.The geoid height was determined by GEOID03.
 HD0378
 HD0378.The dynamic height is computed by dividing the NAVD 88
 HD0378.geopotential number by the normal gravity value computed on the
 HD0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0378.degrees latitude (g = 980.6199 gals.).
 HD0378
 HD0378.The modeled gravity was interpolated from observed gravity values.
 HD0378
 HD0378;                    North         East    Units  Estimated Accuracy
 HD0378;SPC MO C     -   232,380.      481,810.      MT  (+/- 180 meters Scaled)
 HD0378
 HD0378                          SUPERSEDED SURVEY CONTROL
 HD0378
 HD0378  NGVD 29 (??/??/92)  336.122  (m)         1102.76   (f) ADJ UNCH    2 0
 HD0378
 HD0378.Superseded values are not recommended for survey control.
 HD0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0378.See file dsdata.txt to determine how the superseded data were derived.
 HD0378
 HD0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB257977(NAD 83)
 HD0378_MARKER: DD = SURVEY DISK
 HD0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0378_SP_SET: CULVERT
 HD0378_STAMPING: 102 M 1931
 HD0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0378
 HD0378  HISTORY     - Date     Condition        Report By
 HD0378  HISTORY     - 1931     MONUMENTED       USGS
 HD0378  HISTORY     - 1934     GOOD             NGS
 HD0378
 HD0378                          STATION DESCRIPTION
 HD0378
 HD0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0378'1.6 MI N FROM DECATURVILLE.
 HD0378'1.6 MILES NORTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE, IN
 HD0378'THE WEST PART OF SECTION 21, T 37 N, R 16 W, AT THE JUNCTION
 HD0378'OF A T-ROAD LEADING EAST, 50 FEET SOUTH OF THE CENTERLINE OF THE
 HD0378'ROAD, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A
 HD0378'CONCRETE CULVERT UNDER THE ROAD, AND IN THE TOP OF THE
 HD0378'SOUTH CONCRETE HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY
 HD0378'STANDARD DISK, STAMPED 102 M 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0563 ***********************************************************************
 HD0563  DESIGNATION -  1022.7
 HD0563  PID         -  HD0563
 HD0563  STATE/COUNTY-  MO/HICKORY
 HD0563  USGS QUAD   -  PRESTON (1972)
 HD0563
 HD0563                         *CURRENT SURVEY CONTROL
 HD0563  ___________________________________________________________________
 HD0563* NAD 83(1986)-  37 56 24.     (N)    093 08 23.     (W)     SCALED    
 HD0563* NAVD 88     -       311.597  (meters)    1022.30   (feet)  ADJUSTED  
 HD0563  ___________________________________________________________________
 HD0563  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HD0563  DYNAMIC HT  -         311.367 (meters)    1021.54  (feet)  COMP
 HD0563  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 HD0563
 HD0563  VERT ORDER  -  SECOND    CLASS 0
 HD0563
 HD0563.The horizontal coordinates were scaled from a topographic map and have
 HD0563.an estimated accuracy of +/- 6 seconds.
 HD0563
 HD0563.The orthometric height was determined by differential leveling
 HD0563.and adjusted by the National Geodetic Survey in June 1991..
 HD0563
 HD0563.The geoid height was determined by GEOID03.
 HD0563
 HD0563.The dynamic height is computed by dividing the NAVD 88
 HD0563.geopotential number by the normal gravity value computed on the
 HD0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0563.degrees latitude (g = 980.6199 gals.).
 HD0563
 HD0563.The modeled gravity was interpolated from observed gravity values.
 HD0563
 HD0563;                    North         East    Units  Estimated Accuracy
 HD0563;SPC MO C     -   233,970.      443,770.      MT  (+/- 180 meters Scaled)
 HD0563
 HD0563                          SUPERSEDED SURVEY CONTROL
 HD0563
 HD0563  NGVD 29 (??/??/92)  311.487  (m)         1021.94   (f) ADJ UNCH    2 0
 HD0563
 HD0563.Superseded values are not recommended for survey control.
 HD0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0563.See file dsdata.txt to determine how the superseded data were derived.
 HD0563
 HD0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB877991(NAD 83)
 HD0563_MARKER: N = NAIL
 HD0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0563_SP_SET: BLACK-OAK TREE ROOT
 HD0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0563
 HD0563  HISTORY     - Date     Condition        Report By
 HD0563  HISTORY     - UNK      MONUMENTED       USGS
 HD0563  HISTORY     - 1934     GOOD             NGS
 HD0563
 HD0563                          STATION DESCRIPTION
 HD0563
 HD0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0563'4.2 MI E FROM PRESTON.
 HD0563'4.2 MILES EAST ALONG U.S. HIGHWAY 54 FROM PRESTON, HICKORY COUNTY,
 HD0563'0.7 MILE EAST OF MORGAN SCHOOL, AT A ROAD INTERSECTION, 35 FEET
 HD0563'SOUTH OF THE HIGHWAY, 15 FEET WEST OF THE ROAD, AND IN A ROOT ON
 HD0563'THE NORTHWEST SIDE OF A 24-INCH BLACK-OAK TREE.  A UNITED STATES
 HD0563'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0475 ***********************************************************************
 HC0475  DESIGNATION -  1023
 HC0475  PID         -  HC0475
 HC0475  STATE/COUNTY-  MO/CRAWFORD
 HC0475  USGS QUAD   -  INDIAN SPRINGS (1985)
 HC0475
 HC0475                         *CURRENT SURVEY CONTROL
 HC0475  ___________________________________________________________________
 HC0475* NAD 83(1986)-  37 53 55.     (N)    091 22 40.     (W)     SCALED    
 HC0475* NAVD 88     -       311.546  (meters)    1022.13   (feet)  ADJUSTED  
 HC0475  ___________________________________________________________________
 HC0475  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HC0475  DYNAMIC HT  -         311.313 (meters)    1021.37  (feet)  COMP
 HC0475  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 HC0475
 HC0475  VERT ORDER  -  SECOND    CLASS 0
 HC0475
 HC0475.The horizontal coordinates were scaled from a topographic map and have
 HC0475.an estimated accuracy of +/- 6 seconds.
 HC0475
 HC0475.The orthometric height was determined by differential leveling
 HC0475.and adjusted by the National Geodetic Survey in June 1991..
 HC0475
 HC0475.The geoid height was determined by GEOID03.
 HC0475
 HC0475.The dynamic height is computed by dividing the NAVD 88
 HC0475.geopotential number by the normal gravity value computed on the
 HC0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0475.degrees latitude (g = 980.6199 gals.).
 HC0475
 HC0475.The modeled gravity was interpolated from observed gravity values.
 HC0475
 HC0475;                    North         East    Units  Estimated Accuracy
 HC0475;SPC MO E     -   229,540.      172,800.      MT  (+/- 180 meters Scaled)
 HC0475
 HC0475                          SUPERSEDED SURVEY CONTROL
 HC0475
 HC0475  NGVD 29 (??/??/92)  311.502  (m)         1021.99   (f) ADJ UNCH    2 0
 HC0475
 HC0475.Superseded values are not recommended for survey control.
 HC0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0475.See file dsdata.txt to determine how the superseded data were derived.
 HC0475
 HC0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB426958(NAD 83)
 HC0475_MARKER: P = PIPE CAP
 HC0475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0475_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0475_STAMPING: 1023 MO
 HC0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0475
 HC0475  HISTORY     - Date     Condition        Report By
 HC0475  HISTORY     - UNK      MONUMENTED       USGS
 HC0475  HISTORY     - 1934     GOOD             NGS
 HC0475
 HC0475                          STATION DESCRIPTION
 HC0475
 HC0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0475'6.3 MI SW FROM STEELVILLE.
 HC0475'6.3 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HC0475'FROM THE STATION AT STEELVILLE, CRAWFORD COUNTY, 0.15 MILE SOUTH
 HC0475'OF MILEPOST 101, 125 FEET NORTH OF A ROAD CROSSING, 20 FEET WEST OF
 HC0475'THE CENTERLINE OF THE TRACK, ON A HIGHWAY, AND 2 FEET SOUTH OF A
 HC0475'POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 HC0475'1023 MO. AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0067 ***********************************************************************
 JE0067  DESIGNATION -  1025.37
 JE0067  PID         -  JE0067
 JE0067  STATE/COUNTY-  MO/JACKSON
 JE0067  USGS QUAD   -  LEES SUMMIT (1990)
 JE0067
 JE0067                         *CURRENT SURVEY CONTROL
 JE0067  ___________________________________________________________________
 JE0067* NAD 83(1986)-  38 54 46.     (N)    094 22 34.     (W)     SCALED    
 JE0067* NAVD 88     -       312.72   (+/-2cm)    1026.0    (feet)  VERTCON   
 JE0067  ___________________________________________________________________
 JE0067  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JE0067
 JE0067  VERT ORDER  -  ? (See Below)
 JE0067
 JE0067.The horizontal coordinates were scaled from a topographic map and have
 JE0067.an estimated accuracy of +/- 6 seconds.
 JE0067
 JE0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE0067.The vertical order pertains to the NGVD 29 superseded value.
 JE0067
 JE0067.The geoid height was determined by GEOID03.
 JE0067
 JE0067;                    North         East    Units  Estimated Accuracy
 JE0067;SPC MO W     -   304,770.      860,750.      MT  (+/- 180 meters Scaled)
 JE0067
 JE0067                          SUPERSEDED SURVEY CONTROL
 JE0067
 JE0067  NGVD 29 (??/??/92)  312.630  (m)         1025.69   (f) ADJ UNCH    ?  
 JE0067
 JE0067.Superseded values are not recommended for survey control.
 JE0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0067.See file dsdata.txt to determine how the superseded data were derived.
 JE0067
 JE0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD806079(NAD 83)
 JE0067_MARKER: Q = CHISELED SQUARE
 JE0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0067_SP_SET: CURB
 JE0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0067
 JE0067  HISTORY     - Date     Condition        Report By
 JE0067  HISTORY     - UNK      MONUMENTED       USGS
 JE0067  HISTORY     - 1947     POOR             NGS
 JE0067  HISTORY     - 1979     MARK NOT FOUND   NGS
 JE0067  HISTORY     - 20060114 MARK NOT FOUND   GEOCAC
 JE0067
 JE0067                          STATION DESCRIPTION
 JE0067
 JE0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JE0067'AT LEES SUMMIT.
 JE0067'AT LEES SUMMIT, JACKSON COUNTY, IN THE VILLAGE, AT THE
 JE0067'INTERSECTION OF SOUTH DOUGLAS AND EAST THIRD STREETS, 40 FEET
 JE0067'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST STREETS, 23 FEET
 JE0067'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH STREET, AND ON
 JE0067'THE TOP OF THE NORTHEAST CURB.  A CHISELED SQUARE.  NOTE-- IT
 JE0067'WAS REPORTED IN 1947 THAT THE CHISELED SQUARE IS VERY DIM.
 JE0067
 JE0067                          STATION RECOVERY (1979)
 JE0067
 JE0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JE0067'MARK NOT FOUND.
 JE0067
 JE0067                          STATION RECOVERY (2006)
 JE0067
 JE0067'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE0067'THE CURB IN THE DESCRIBED LOCATION APPEARS TO HAVE BEEN REPLACED. THE
 JE0067'CHISELED SQUARE IS PRESUMED TO HAVE BEEN DESTROYED DURING THE
 JE0067'REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0330 ***********************************************************************
 HC0330  DESIGNATION -  1028
 HC0330  PID         -  HC0330
 HC0330  STATE/COUNTY-  MO/ST FRANCOIS
 HC0330  USGS QUAD   -  IRONDALE (1982)
 HC0330
 HC0330                         *CURRENT SURVEY CONTROL
 HC0330  ___________________________________________________________________
 HC0330* NAD 83(1986)-  37 46 00.     (N)    090 37 32.     (W)     SCALED    
 HC0330* NAVD 88     -       313.613  (meters)    1028.91   (feet)  ADJUSTED  
 HC0330  ___________________________________________________________________
 HC0330  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HC0330  DYNAMIC HT  -         313.386 (meters)    1028.17  (feet)  COMP
 HC0330  MODELED GRAV-     979,895.7   (mgal)                       NAVD 88
 HC0330
 HC0330  VERT ORDER  -  SECOND    CLASS 0
 HC0330
 HC0330.The horizontal coordinates were scaled from a topographic map and have
 HC0330.an estimated accuracy of +/- 6 seconds.
 HC0330
 HC0330.The orthometric height was determined by differential leveling
 HC0330.and adjusted by the National Geodetic Survey in June 1991..
 HC0330
 HC0330.The geoid height was determined by GEOID03.
 HC0330
 HC0330.The dynamic height is computed by dividing the NAVD 88
 HC0330.geopotential number by the normal gravity value computed on the
 HC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0330.degrees latitude (g = 980.6199 gals.).
 HC0330
 HC0330.The modeled gravity was interpolated from observed gravity values.
 HC0330
 HC0330;                    North         East    Units  Estimated Accuracy
 HC0330;SPC MO E     -   214,540.      238,940.      MT  (+/- 180 meters Scaled)
 HC0330
 HC0330                          SUPERSEDED SURVEY CONTROL
 HC0330
 HC0330  NGVD 29 (??/??/92)  313.632  (m)         1028.97   (f) ADJ UNCH    2 0
 HC0330
 HC0330.Superseded values are not recommended for survey control.
 HC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0330.See file dsdata.txt to determine how the superseded data were derived.
 HC0330
 HC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB091825(NAD 83)
 HC0330_MARKER: DB = BENCH MARK DISK
 HC0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0330_SP_SET: BUILDING
 HC0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0330
 HC0330  HISTORY     - Date     Condition        Report By
 HC0330  HISTORY     - UNK      MONUMENTED       USGS
 HC0330  HISTORY     - 1935     GOOD             NGS
 HC0330
 HC0330                          STATION DESCRIPTION
 HC0330
 HC0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0330'AT BISMARCK.
 HC0330'AT BISMARCK, ST. FRANCOIS COUNTY, 200 FEET SOUTH OF THE
 HC0330'CENTERLINE OF THE MISSOURI PACIFIC RAILROAD TRACK, IN THE FRONT
 HC0330'WALL OF THE BISMARCK HOTEL, AND AT THE NORTHWEST CORNER OF THE
 HC0330'BUILDING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HC0330'SET VERTICALLY.  NOTE-- THE STAMPED NUMBERS ON THIS MARK HAVE
 HC0330'BEEN OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0010 ***********************************************************************
 KE0010  DESIGNATION -  1033
 KE0010  PID         -  KE0010
 KE0010  STATE/COUNTY-  MO/CLINTON
 KE0010  USGS QUAD   -  CAMERON WEST (1984)
 KE0010
 KE0010                         *CURRENT SURVEY CONTROL
 KE0010  ___________________________________________________________________
 KE0010* NAD 83(1986)-  39 44 18.     (N)    094 16 07.     (W)     SCALED    
 KE0010* NAVD 88     -       313.597  (meters)    1028.86   (feet)  ADJUSTED  
 KE0010  ___________________________________________________________________
 KE0010  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0010  DYNAMIC HT  -         313.412 (meters)    1028.25  (feet)  COMP
 KE0010  MODELED GRAV-     980,026.3   (mgal)                       NAVD 88
 KE0010
 KE0010  VERT ORDER  -  SECOND    CLASS 0
 KE0010
 KE0010.The horizontal coordinates were scaled from a topographic map and have
 KE0010.an estimated accuracy of +/- 6 seconds.
 KE0010
 KE0010.The orthometric height was determined by differential leveling
 KE0010.and adjusted by the National Geodetic Survey in June 1991..
 KE0010
 KE0010.The geoid height was determined by GEOID03.
 KE0010
 KE0010.The dynamic height is computed by dividing the NAVD 88
 KE0010.geopotential number by the normal gravity value computed on the
 KE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0010.degrees latitude (g = 980.6199 gals.).
 KE0010
 KE0010.The modeled gravity was interpolated from observed gravity values.
 KE0010
 KE0010;                    North         East    Units  Estimated Accuracy
 KE0010;SPC MO W     -   396,440.      869,830.      MT  (+/- 180 meters Scaled)
 KE0010
 KE0010                          SUPERSEDED SURVEY CONTROL
 KE0010
 KE0010  NGVD 29 (??/??/92)  313.496  (m)         1028.53   (f) ADJ UNCH    2 0
 KE0010
 KE0010.Superseded values are not recommended for survey control.
 KE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0010.See file dsdata.txt to determine how the superseded data were derived.
 KE0010
 KE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD912994(NAD 83)
 KE0010_MARKER: DD = SURVEY DISK
 KE0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0010_SP_SET: CONCRETE BASE
 KE0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0010
 KE0010  HISTORY     - Date     Condition        Report By
 KE0010  HISTORY     - UNK      MONUMENTED       USGS
 KE0010  HISTORY     - 1959     MARK NOT FOUND   NGS
 KE0010  HISTORY     - 20060226 MARK NOT FOUND   GEOCAC
 KE0010
 KE0010                          STATION DESCRIPTION
 KE0010
 KE0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0010'1.7 MI SW FROM CAMERON.
 KE0010'1.7 MILES SOUTHWEST ALONG THE ABANDONED CHICAGO, ROCK ISLAND
 KE0010'AND PACIFIC RAILROAD FROM THE STATION AT CAMERON, CLINTON
 KE0010'COUNTY, AT THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY
 KE0010'RAILROAD, IN FRONT OF THE INTERLOCKING BOOTH AT THE NORTHWEST
 KE0010'CORNER OF THE CROSSING, ON THE OCTAGONAL CONCRETE BASE OF AN
 KE0010'INTERLOCKING ELBOW, AND 2 FEET EAST OF THE CENTER.  A CHISELED
 KE0010'SQUARE, MARKED BM.
 KE0010
 KE0010                          STATION RECOVERY (2006)
 KE0010
 KE0010'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0010'THE CB AND Q RIGHT OF WAY IS NOW NE 355TH STREET. THE LOCATION OF THE
 KE0010'CROSSING HAS BEEN REGRADED FOR THE CONSTRUCTION OF THE ROAD. THE
 KE0010'CHISELED SQUARE IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0494 ***********************************************************************
 HD0494  DESIGNATION -  1035.7
 HD0494  PID         -  HD0494
 HD0494  STATE/COUNTY-  MO/CAMDEN
 HD0494  USGS QUAD   -  MACKS CREEK (1982)
 HD0494
 HD0494                         *CURRENT SURVEY CONTROL
 HD0494  ___________________________________________________________________
 HD0494* NAD 83(1986)-  37 57 02.     (N)    092 58 46.     (W)     SCALED    
 HD0494* NAVD 88     -       316.145  (meters)    1037.22   (feet)  ADJUSTED  
 HD0494  ___________________________________________________________________
 HD0494  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HD0494  DYNAMIC HT  -         315.911 (meters)    1036.45  (feet)  COMP
 HD0494  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 HD0494
 HD0494  VERT ORDER  -  SECOND    CLASS 0
 HD0494
 HD0494.The horizontal coordinates were scaled from a topographic map and have
 HD0494.an estimated accuracy of +/- 6 seconds.
 HD0494
 HD0494.The orthometric height was determined by differential leveling
 HD0494.and adjusted by the National Geodetic Survey in June 1991..
 HD0494
 HD0494.The geoid height was determined by GEOID03.
 HD0494
 HD0494.The dynamic height is computed by dividing the NAVD 88
 HD0494.geopotential number by the normal gravity value computed on the
 HD0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0494.degrees latitude (g = 980.6199 gals.).
 HD0494
 HD0494.The modeled gravity was interpolated from observed gravity values.
 HD0494
 HD0494;                    North         East    Units  Estimated Accuracy
 HD0494;SPC MO C     -   235,050.      457,860.      MT  (+/- 180 meters Scaled)
 HD0494
 HD0494                          SUPERSEDED SURVEY CONTROL
 HD0494
 HD0494  NGVD 29 (??/??/92)  316.038  (m)         1036.87   (f) ADJ UNCH    2 0
 HD0494
 HD0494.Superseded values are not recommended for survey control.
 HD0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0494.See file dsdata.txt to determine how the superseded data were derived.
 HD0494
 HD0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC018003(NAD 83)
 HD0494_MARKER: N = NAIL
 HD0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0494_SP_SET: OAK TREE ROOT
 HD0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0494
 HD0494  HISTORY     - Date     Condition        Report By
 HD0494  HISTORY     - UNK      MONUMENTED       USGS
 HD0494  HISTORY     - 1934     GOOD             NGS
 HD0494  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0494  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0494
 HD0494                          STATION DESCRIPTION
 HD0494
 HD0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0494'1.4 MI SW FROM MACKS CREEK.
 HD0494'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 54 FROM MACKS CREEK,
 HD0494'IN THE EAST HALF OF SECTION 14, T 37 N, R 19 W, AT THE JUNCTION
 HD0494'OF A ROAD LEADING EAST, 95 FEET NORTH OF THE ROAD, 33 FEET
 HD0494'EAST OF THE HIGHWAY, AND IN THE ROOT ON THE WEST SIDE OF A
 HD0494'10-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HD0494'COPPER NAIL AND WASHER.
 HD0494
 HD0494                          STATION RECOVERY (1978)
 HD0494
 HD0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0494'MARK NOT FOUND.
 HD0494
 HD0494                          STATION RECOVERY (1978)
 HD0494
 HD0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0390 ***********************************************************************
 HD0390  DESIGNATION -  1036.56 RM
 HD0390  PID         -  HD0390
 HD0390  STATE/COUNTY-  MO/CAMDEN
 HD0390  USGS QUAD   -  DECATURVILLE (1975)
 HD0390
 HD0390                         *CURRENT SURVEY CONTROL
 HD0390  ___________________________________________________________________
 HD0390* NAD 83(1986)-  37 59 23.     (N)    092 42 32.     (W)     SCALED    
 HD0390* NAVD 88     -       316.053  (meters)    1036.92   (feet)  ADJUSTED  
 HD0390  ___________________________________________________________________
 HD0390  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HD0390  DYNAMIC HT  -         315.819 (meters)    1036.15  (feet)  COMP
 HD0390  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 HD0390
 HD0390  VERT ORDER  -  SECOND    CLASS 0
 HD0390
 HD0390.The horizontal coordinates were scaled from a topographic map and have
 HD0390.an estimated accuracy of +/- 6 seconds.
 HD0390
 HD0390.The orthometric height was determined by differential leveling
 HD0390.and adjusted by the National Geodetic Survey in June 1991..
 HD0390
 HD0390.The geoid height was determined by GEOID03.
 HD0390
 HD0390.The dynamic height is computed by dividing the NAVD 88
 HD0390.geopotential number by the normal gravity value computed on the
 HD0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0390.degrees latitude (g = 980.6199 gals.).
 HD0390
 HD0390.The modeled gravity was interpolated from observed gravity values.
 HD0390
 HD0390;                    North         East    Units  Estimated Accuracy
 HD0390;SPC MO C     -   239,310.      481,650.      MT  (+/- 180 meters Scaled)
 HD0390
 HD0390                          SUPERSEDED SURVEY CONTROL
 HD0390
 HD0390  NGVD 29 (??/??/92)  315.95   (m)         1036.6    (f) COMPUTED    2 0
 HD0390
 HD0390.Superseded values are not recommended for survey control.
 HD0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0390.See file dsdata.txt to determine how the superseded data were derived.
 HD0390
 HD0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC255047(NAD 83)
 HD0390_MARKER: N = NAIL
 HD0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0390_SP_SET: OAK TREE ROOT
 HD0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0390
 HD0390  HISTORY     - Date     Condition        Report By
 HD0390  HISTORY     - UNK      MONUMENTED       USGS
 HD0390  HISTORY     - 1934     GOOD             NGS
 HD0390
 HD0390                          STATION DESCRIPTION
 HD0390
 HD0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0390'2.5 MI SE FROM CAMDENTON.
 HD0390'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM CAMDENTON, 29
 HD0390'FEET NORTHWEST OF BENCH MARK 101 M (USGS) DESCRIBED ABOVE,
 HD0390'AT A 25-INCH OAK TREE, AND IN A ROOT ON THE SOUTH SIDE OF THE
 HD0390'TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 HD0390'AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0484 ***********************************************************************
 HD0484  DESIGNATION -  1036.9
 HD0484  PID         -  HD0484
 HD0484  STATE/COUNTY-  MO/CAMDEN
 HD0484  USGS QUAD   -  MACKS CREEK (1982)
 HD0484
 HD0484                         *CURRENT SURVEY CONTROL
 HD0484  ___________________________________________________________________
 HD0484* NAD 83(1986)-  37 58 08.     (N)    092 54 14.     (W)     SCALED    
 HD0484* NAVD 88     -       316.520  (meters)    1038.45   (feet)  ADJUSTED  
 HD0484  ___________________________________________________________________
 HD0484  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HD0484  DYNAMIC HT  -         316.283 (meters)    1037.67  (feet)  COMP
 HD0484  MODELED GRAV-     979,870.7   (mgal)                       NAVD 88
 HD0484
 HD0484  VERT ORDER  -  SECOND    CLASS 0
 HD0484
 HD0484.The horizontal coordinates were scaled from a topographic map and have
 HD0484.an estimated accuracy of +/- 6 seconds.
 HD0484
 HD0484.The orthometric height was determined by differential leveling
 HD0484.and adjusted by the National Geodetic Survey in June 1991..
 HD0484
 HD0484.The geoid height was determined by GEOID03.
 HD0484
 HD0484.The dynamic height is computed by dividing the NAVD 88
 HD0484.geopotential number by the normal gravity value computed on the
 HD0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0484.degrees latitude (g = 980.6199 gals.).
 HD0484
 HD0484.The modeled gravity was interpolated from observed gravity values.
 HD0484
 HD0484;                    North         East    Units  Estimated Accuracy
 HD0484;SPC MO C     -   237,060.      464,510.      MT  (+/- 180 meters Scaled)
 HD0484
 HD0484                          SUPERSEDED SURVEY CONTROL
 HD0484
 HD0484  NGVD 29 (??/??/92)  316.412  (m)         1038.10   (f) ADJ UNCH    2 0
 HD0484
 HD0484.Superseded values are not recommended for survey control.
 HD0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0484.See file dsdata.txt to determine how the superseded data were derived.
 HD0484
 HD0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC084023(NAD 83)
 HD0484_MARKER: N = NAIL
 HD0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0484_SP_SET: OAK TREE ROOT
 HD0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0484
 HD0484  HISTORY     - Date     Condition        Report By
 HD0484  HISTORY     - UNK      MONUMENTED       USGS
 HD0484  HISTORY     - 1934     GOOD             NGS
 HD0484  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0484  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0484
 HD0484                          STATION DESCRIPTION
 HD0484
 HD0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0484'3.9 MI E FROM MACKS CREEK.
 HD0484'3.9 MILES EAST ALONG U.S. HIGHWAY 54 FROM MACKS CREEK, IN THE
 HD0484'NORTHWEST QUARTER OF SECTION 10, T 37 N, R 18 W, 55 FEET SOUTHEAST
 HD0484'OF THE INTERSECTION OF A ROAD LEADING EAST, AND IN A ROOT ON THE
 HD0484'NORTH SIDE OF A 22-INCH OAK TREE.  A UNITED STATES GEOLOGICAL
 HD0484'STANDARD COPPER NAIL AND WASHER.
 HD0484
 HD0484                          STATION RECOVERY (1978)
 HD0484
 HD0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0484'MARK NOT FOUND.
 HD0484
 HD0484                          STATION RECOVERY (1978)
 HD0484
 HD0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0308 ***********************************************************************
 JD0308  DESIGNATION -  1037
 JD0308  PID         -  JD0308
 JD0308  STATE/COUNTY-  MO/MORGAN
 JD0308  USGS QUAD   -  VERSAILLES (1982)
 JD0308
 JD0308                         *CURRENT SURVEY CONTROL
 JD0308  ___________________________________________________________________
 JD0308* NAD 83(1986)-  38 25 51.     (N)    092 50 29.     (W)     SCALED    
 JD0308* NAVD 88     -       315.946  (meters)    1036.57   (feet)  ADJUSTED  
 JD0308  ___________________________________________________________________
 JD0308  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD0308  DYNAMIC HT  -         315.718 (meters)    1035.82  (feet)  COMP
 JD0308  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 JD0308
 JD0308  VERT ORDER  -  SECOND    CLASS 0
 JD0308
 JD0308.The horizontal coordinates were scaled from a topographic map and have
 JD0308.an estimated accuracy of +/- 6 seconds.
 JD0308
 JD0308.The orthometric height was determined by differential leveling
 JD0308.and adjusted by the National Geodetic Survey in June 1991..
 JD0308.WARNING-Repeat measurements at this control monument indicate possible
 JD0308.vertical movement.
 JD0308
 JD0308.The geoid height was determined by GEOID03.
 JD0308
 JD0308.The dynamic height is computed by dividing the NAVD 88
 JD0308.geopotential number by the normal gravity value computed on the
 JD0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0308.degrees latitude (g = 980.6199 gals.).
 JD0308
 JD0308.The modeled gravity was interpolated from observed gravity values.
 JD0308
 JD0308;                    North         East    Units  Estimated Accuracy
 JD0308;SPC MO C     -   288,310.      470,190.      MT  (+/- 180 meters Scaled)
 JD0308
 JD0308                          SUPERSEDED SURVEY CONTROL
 JD0308
 JD0308  NGVD 29 (??/??/92)  315.824  (m)         1036.17   (f) ADJ UNCH    2 0
 JD0308
 JD0308.Superseded values are not recommended for survey control.
 JD0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0308.See file dsdata.txt to determine how the superseded data were derived.
 JD0308
 JD0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC138536(NAD 83)
 JD0308_MARKER: DD = SURVEY DISK
 JD0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0308_SP_SET: STONE
 JD0308_STAMPING: 1037 V R S L S
 JD0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0308+STABILITY: SURFACE MOTION
 JD0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD0308+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 JD0308
 JD0308  HISTORY     - Date     Condition        Report By
 JD0308  HISTORY     - UNK      MONUMENTED       USGS
 JD0308  HISTORY     - 1963     GOOD             NGS
 JD0308  HISTORY     - 20050223 GOOD             GEOCAC
 JD0308
 JD0308                          STATION DESCRIPTION
 JD0308
 JD0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0308'0.6 MI SW FROM VERSAILLES.
 JD0308'ABOUT 0.3 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 JD0308'PACIFIC RAILROAD FROM THE STATION AT VERSAILLES, THENCE 0.35 MILE
 JD0308'SOUTH ALONG NORTH MONROE STREET, AT THE SOUTHEAST CORNER OF THE
 JD0308'MORGAN COUNTY COURTHOUSE, SET VERTICALLY IN THE EAST FACE OF THE
 JD0308'THIRD STONE ABOVE A CONCRETE DRAIN, 1.0 FOOT NORTH OF THE
 JD0308'SOUTHEAST CORNER OF THE BUILDING, 3.0 FEET SOUTH OF THE SOUTH
 JD0308'EDGE OF A BASEMENT WINDOW SILL, AND ABOUT 3 FEET ABOVE THE
 JD0308'GROUND.
 JD0308
 JD0308                          STATION RECOVERY (2005)
 JD0308
 JD0308'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0553 ***********************************************************************
 HC0553  DESIGNATION -  1039
 HC0553  PID         -  HC0553
 HC0553  STATE/COUNTY-  MO/SHANNON
 HC0553  USGS QUAD   -  BARTLETT (1997)
 HC0553
 HC0553                         *CURRENT SURVEY CONTROL
 HC0553  ___________________________________________________________________
 HC0553* NAD 83(1986)-  37 00 18.     (N)    091 24 45.     (W)     SCALED    
 HC0553* NAVD 88     -       317.242  (meters)    1040.82   (feet)  POSTED    
 HC0553  ___________________________________________________________________
 HC0553  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 HC0553  DYNAMIC HT  -         316.970 (meters)    1039.93  (feet)  COMP
 HC0553  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 HC0553
 HC0553  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0553
 HC0553.The horizontal coordinates were scaled from a topographic map and have
 HC0553.an estimated accuracy of +/- 6 seconds.
 HC0553
 HC0553.The orthometric height was determined by differential leveling
 HC0553.and adjusted by the National Geodetic Survey in 1992..
 HC0553.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0553.rate of 0.0 thru 1.0 mm/km.
 HC0553
 HC0553.The geoid height was determined by GEOID03.
 HC0553
 HC0553.The dynamic height is computed by dividing the NAVD 88
 HC0553.geopotential number by the normal gravity value computed on the
 HC0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0553.degrees latitude (g = 980.6199 gals.).
 HC0553
 HC0553.The modeled gravity was interpolated from observed gravity values.
 HC0553
 HC0553;                    North         East    Units  Estimated Accuracy
 HC0553;SPC MO E     -   130,400.      168,790.      MT  (+/- 180 meters Scaled)
 HC0553
 HC0553                          SUPERSEDED SURVEY CONTROL
 HC0553
 HC0553.No superseded survey control is available for this station.
 HC0553
 HC0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA412966(NAD 83)
 HC0553_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HC0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0553_STAMPING: MO 1039
 HC0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0553
 HC0553  HISTORY     - Date     Condition        Report By
 HC0553  HISTORY     - UNK      MONUMENTED       USGS
 HC0553  HISTORY     - 1934     GOOD             USGS
 HC0553  HISTORY     - 1977     GOOD             NGS
 HC0553  HISTORY     - 1977     GOOD             NGS
 HC0553
 HC0553                          STATION DESCRIPTION
 HC0553
 HC0553'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HC0553'0.2 MI E FROM BARTLETT.
 HC0553'0.2 MILE EAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HC0553'BARTLETT, SHANNON COUNTY, 1,000 FEET SOUTH OF A SCHOOLHOUSE, 90
 HC0553'FEET NORTH OF A SMALL WOODEN RAILWAY TRESTLE, AND 25 FEET NORTH
 HC0553'AND 22 FEET WEST OF THE CROSSING OF A T-ROAD LEADING NORTH.  A
 HC0553'U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED MO 1039 AND RIVETED
 HC0553'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 HC0553
 HC0553                          STATION RECOVERY (1977)
 HC0553
 HC0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0553'IT IS IN THE NW ANGLE OF ROAD INTERSECTION, ABOUT 90 FEET NORTH OF
 HC0553'RAILROAD TRESTLE, 23 FEET NORTH OF THE CENTERLINE OF ROAD, 21 FEET
 HC0553'WEST OF THE CENTERLINE OF ROAD, 8 FEET SOUTH OF FENCE, 8.5 FEET NORTH
 HC0553'OF THE NORTH END OF A CORRUGATED IRON CULVERT AND PROJECTS 10 INCHES.
 HC0553
 HC0553                          STATION RECOVERY (1977)
 HC0553
 HC0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0553'IT IS IN THE NW ANGLE OF ROAD INTERSECTION, ABOUT 90 FEET NORTH OF
 HC0553'RAILROAD TRESTLE, 23 FEET NORTH OF THE CENTERLINE OF ROAD, 21 FEET
 HC0553'WEST OF THE CENTERLINE OF ROAD, 8 FEET SOUTH OF FENCE, 8.5 FEET NORTH
 HC0553'OF THE NORTH END OF A CORRUGATED IRON CULVERT AND PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0014 ***********************************************************************
 KE0014  DESIGNATION -  1039
 KE0014  PID         -  KE0014
 KE0014  STATE/COUNTY-  MO/CLINTON
 KE0014  USGS QUAD   -  CAMERON EAST (1984)
 KE0014
 KE0014                         *CURRENT SURVEY CONTROL
 KE0014  ___________________________________________________________________
 KE0014* NAD 83(1986)-  39 44 31.     (N)    094 14 23.     (W)     SCALED    
 KE0014* NAVD 88     -       316.773  (meters)    1039.28   (feet)  ADJUSTED  
 KE0014  ___________________________________________________________________
 KE0014  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KE0014  DYNAMIC HT  -         316.586 (meters)    1038.67  (feet)  COMP
 KE0014  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 KE0014
 KE0014  VERT ORDER  -  SECOND    CLASS 0
 KE0014
 KE0014.The horizontal coordinates were scaled from a topographic map and have
 KE0014.an estimated accuracy of +/- 6 seconds.
 KE0014
 KE0014.The orthometric height was determined by differential leveling
 KE0014.and adjusted by the National Geodetic Survey in June 1991..
 KE0014
 KE0014.The geoid height was determined by GEOID03.
 KE0014
 KE0014.The dynamic height is computed by dividing the NAVD 88
 KE0014.geopotential number by the normal gravity value computed on the
 KE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0014.degrees latitude (g = 980.6199 gals.).
 KE0014
 KE0014.The modeled gravity was interpolated from observed gravity values.
 KE0014
 KE0014;                    North         East    Units  Estimated Accuracy
 KE0014;SPC MO W     -   396,850.      872,310.      MT  (+/- 180 meters Scaled)
 KE0014
 KE0014                          SUPERSEDED SURVEY CONTROL
 KE0014
 KE0014  NGVD 29 (??/??/92)  316.672  (m)         1038.95   (f) ADJ UNCH    2 0
 KE0014
 KE0014.Superseded values are not recommended for survey control.
 KE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0014.See file dsdata.txt to determine how the superseded data were derived.
 KE0014
 KE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD937998(NAD 83)
 KE0014_MARKER: DD = SURVEY DISK
 KE0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0014_SP_SET: STONE BUILDING
 KE0014_STAMPING: 1039 MO 1920
 KE0014_MARK LOGO: USGS  
 KE0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0014+STABILITY: SURFACE MOTION
 KE0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0014+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 KE0014
 KE0014  HISTORY     - Date     Condition        Report By
 KE0014  HISTORY     - 1920     MONUMENTED       USGS
 KE0014  HISTORY     - 1959     GOOD             NGS
 KE0014  HISTORY     - 1972     GOOD             SCS
 KE0014  HISTORY     - 19970617 GOOD             MODNR
 KE0014  HISTORY     - 20060218 GOOD             GEOCAC
 KE0014
 KE0014                          STATION DESCRIPTION
 KE0014
 KE0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0014'AT CAMERON.
 KE0014'AT CAMERON, CLINTON COUNTY, OPPOSITE THE NORTH SIDE OF THE
 KE0014'CITY PARK, AT THE SOUTHWEST CORNER OF A BRICK SCHOOLHOUSE, IN
 KE0014'THE SOUTH FACE OF THE CORNER STONE, AND 0.9 FOOT ABOVE THE SIDEWALK.
 KE0014'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1039 MO 1920
 KE0014'AND SET VERTICALLY.
 KE0014
 KE0014                          STATION RECOVERY (1972)
 KE0014
 KE0014'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1972
 KE0014'RECOVERED IN GOOD CONDITION.
 KE0014
 KE0014                          STATION RECOVERY (1997)
 KE0014
 KE0014'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 KE0014'RECOVERED AS DESCRIBED.
 KE0014
 KE0014                          STATION RECOVERY (2006)
 KE0014
 KE0014'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0014'THE BUILDING IS IN THE NORTHEAST QUADRANT OF WEST FOURTH STREET AND
 KE0014'NORTH CHERRY STREET.
 KE0014' 
 KE0014'HH2 N39 44 33.7 W94 14 21.9 (NAD83)
 KE0014' 
 KE0014' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0043 ***********************************************************************
 GG0043  DESIGNATION -  1039
 GG0043  PID         -  GG0043
 GG0043  STATE/COUNTY-  MO/NEWTON
 GG0043  USGS QUAD   -  NEOSHO EAST (1981)
 GG0043
 GG0043                         *CURRENT SURVEY CONTROL
 GG0043  ___________________________________________________________________
 GG0043* NAD 83(1986)-  36 52 10.     (N)    094 22 02.     (W)     SCALED    
 GG0043* NAVD 88     -       316.101  (meters)    1037.07   (feet)  ADJUSTED  
 GG0043  ___________________________________________________________________
 GG0043  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GG0043  DYNAMIC HT  -         315.840 (meters)    1036.22  (feet)  COMP
 GG0043  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 GG0043
 GG0043  VERT ORDER  -  SECOND    CLASS 0
 GG0043
 GG0043.The horizontal coordinates were scaled from a topographic map and have
 GG0043.an estimated accuracy of +/- 6 seconds.
 GG0043
 GG0043.The orthometric height was determined by differential leveling
 GG0043.and adjusted by the National Geodetic Survey in June 1991..
 GG0043
 GG0043.The geoid height was determined by GEOID03.
 GG0043
 GG0043.The dynamic height is computed by dividing the NAVD 88
 GG0043.geopotential number by the normal gravity value computed on the
 GG0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0043.degrees latitude (g = 980.6199 gals.).
 GG0043
 GG0043.The modeled gravity was interpolated from observed gravity values.
 GG0043
 GG0043;                    North         East    Units  Estimated Accuracy
 GG0043;SPC MO W     -    77,990.      861,840.      MT  (+/- 180 meters Scaled)
 GG0043
 GG0043                          SUPERSEDED SURVEY CONTROL
 GG0043
 GG0043  NGVD 29 (??/??/92)  315.978  (m)         1036.67   (f) ADJ UNCH    2 0
 GG0043
 GG0043.Superseded values are not recommended for survey control.
 GG0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0043.See file dsdata.txt to determine how the superseded data were derived.
 GG0043
 GG0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA781812(NAD 83)
 GG0043_MARKER: P = PIPE CAP
 GG0043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GG0043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GG0043_STAMPING: 1039
 GG0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0043+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 GG0043
 GG0043  HISTORY     - Date     Condition        Report By
 GG0043  HISTORY     - UNK      MONUMENTED       USGS
 GG0043  HISTORY     - 1935     GOOD             NGS
 GG0043  HISTORY     - 1987     GOOD             USPSQD
 GG0043  HISTORY     - 1988     GOOD             USPSQD
 GG0043  HISTORY     - 20050530 GOOD             GEOCAC
 GG0043
 GG0043                          STATION DESCRIPTION
 GG0043
 GG0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GG0043'AT NEOSHO.
 GG0043'AT NEOSHO, NEWTON COUNTY, AT THE COURTHOUSE, SOUTH OF THE BUILDING,
 GG0043'IN THE YARD, IN THE Y-JUNCTION OF THE SIDEWALKS, AND NEAR A TREE.
 GG0043'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1039
 GG0043'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GG0043
 GG0043                          STATION RECOVERY (1987)
 GG0043
 GG0043'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0043'RECOVERED IN GOOD CONDITION.
 GG0043
 GG0043                          STATION RECOVERY (1988)
 GG0043
 GG0043'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0043'RECOVERED IN GOOD CONDITION.
 GG0043
 GG0043                          STATION RECOVERY (2005)
 GG0043
 GG0043'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0043'AT NEOSHO, NEWTON COUNTY, AT THE COURTHOUSE, SOUTH OF THE BUILDING, IN
 GG0043'THE YARD, NORTHEAST OF THE Y-JUNCTION OF THE SIDEWALKS, AND SOUTHWEST
 GG0043'WEST OF THE WWI MEMORIAL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GG0043'CAP, STAMPED 1039 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GG0043' 
 GG0043' 
 GG0043'HANDHELD GPS COORDINATES N36 52.138 W94 22.070
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0004 ***********************************************************************
 HD0004  DESIGNATION -  1040.0
 HD0004  PID         -  HD0004
 HD0004  STATE/COUNTY-  MO/LACLEDE
 HD0004  USGS QUAD   -  DRYNOB (1976)
 HD0004
 HD0004                         *CURRENT SURVEY CONTROL
 HD0004  ___________________________________________________________________
 HD0004* NAD 83(1986)-  37 37 31.     (N)    092 26 35.     (W)     SCALED    
 HD0004* NAVD 88     -       317.069  (meters)    1040.25   (feet)  ADJUSTED  
 HD0004  ___________________________________________________________________
 HD0004  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HD0004  DYNAMIC HT  -         316.821 (meters)    1039.44  (feet)  COMP
 HD0004  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 HD0004
 HD0004  VERT ORDER  -  SECOND    CLASS 0
 HD0004
 HD0004.The horizontal coordinates were scaled from a topographic map and have
 HD0004.an estimated accuracy of +/- 6 seconds.
 HD0004
 HD0004.The orthometric height was determined by differential leveling
 HD0004.and adjusted by the National Geodetic Survey in June 1991..
 HD0004
 HD0004.The geoid height was determined by GEOID03.
 HD0004
 HD0004.The dynamic height is computed by dividing the NAVD 88
 HD0004.geopotential number by the normal gravity value computed on the
 HD0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0004.degrees latitude (g = 980.6199 gals.).
 HD0004
 HD0004.The modeled gravity was interpolated from observed gravity values.
 HD0004
 HD0004;                    North         East    Units  Estimated Accuracy
 HD0004;SPC MO C     -   198,850.      505,030.      MT  (+/- 180 meters Scaled)
 HD0004
 HD0004                          SUPERSEDED SURVEY CONTROL
 HD0004
 HD0004  NGVD 29 (??/??/92)  316.959  (m)         1039.89   (f) ADJ UNCH    2 0
 HD0004
 HD0004.Superseded values are not recommended for survey control.
 HD0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0004.See file dsdata.txt to determine how the superseded data were derived.
 HD0004
 HD0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB491643(NAD 83)
 HD0004_MARKER: N = NAIL
 HD0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0004_SP_SET: OAK TREE ROOT
 HD0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0004
 HD0004  HISTORY     - Date     Condition        Report By
 HD0004  HISTORY     - UNK      MONUMENTED       USGS
 HD0004  HISTORY     - 1935     GOOD             NGS
 HD0004
 HD0004                          STATION DESCRIPTION
 HD0004
 HD0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0004'4 MI NW FROM FALCON.
 HD0004'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 HD0004'AT FALCON, LACLEDE COUNTY, 1.3 MILES SOUTHEAST OF DRYNOB, 1/4
 HD0004'MILE SOUTH OF THE CENTER OF SECTION 26, T 34 N, R 14 W, 100 FEET
 HD0004'EAST OF A DRAIN, AT THE NORTH EDGE OF THE HIGHWAY, AND IN THE
 HD0004'SOUTH ROOT OF A 10-INCH OAK TREE PAINTED 1040.0.  A U.S.
 HD0004'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0699 ***********************************************************************
 LF0699  DESIGNATION -  104/2 BOLT
 LF0699  PID         -  LF0699
 LF0699  STATE/COUNTY-  MO/ATCHISON
 LF0699  USGS QUAD   -  LANGDON (1984)
 LF0699
 LF0699                         *CURRENT SURVEY CONTROL
 LF0699  ___________________________________________________________________
 LF0699* NAD 83(1986)-  40 20 17.     (N)    095 35 05.     (W)     SCALED    
 LF0699* NAVD 88     -       268.635  (meters)     881.35   (feet)  ADJUSTED  
 LF0699  ___________________________________________________________________
 LF0699  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LF0699  DYNAMIC HT  -         268.492 (meters)     880.88  (feet)  COMP
 LF0699  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 LF0699
 LF0699  VERT ORDER  -  SECOND    CLASS 0
 LF0699
 LF0699.The horizontal coordinates were scaled from a topographic map and have
 LF0699.an estimated accuracy of +/- 6 seconds.
 LF0699
 LF0699.The orthometric height was determined by differential leveling
 LF0699.and adjusted by the National Geodetic Survey in June 1991..
 LF0699
 LF0699.The geoid height was determined by GEOID03.
 LF0699
 LF0699.The dynamic height is computed by dividing the NAVD 88
 LF0699.geopotential number by the normal gravity value computed on the
 LF0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0699.degrees latitude (g = 980.6199 gals.).
 LF0699
 LF0699.The modeled gravity was interpolated from observed gravity values.
 LF0699
 LF0699;                    North         East    Units  Estimated Accuracy
 LF0699;SPC MO W     -   463,570.      757,830.      MT  (+/- 180 meters Scaled)
 LF0699
 LF0699                          SUPERSEDED SURVEY CONTROL
 LF0699
 LF0699  NGVD 29 (??/??/92)  268.549  (m)          881.06   (f) ADJ UNCH    2 0
 LF0699
 LF0699.Superseded values are not recommended for survey control.
 LF0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0699.See file dsdata.txt to determine how the superseded data were derived.
 LF0699
 LF0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE804684(NAD 83)
 LF0699_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0699_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0699_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0699
 LF0699  HISTORY     - Date     Condition        Report By
 LF0699  HISTORY     - UNK      MONUMENTED       MORC
 LF0699  HISTORY     - 1948     GOOD             NGS
 LF0699  HISTORY     - 1961     GOOD             NGS
 LF0699
 LF0699                          STATION DESCRIPTION
 LF0699
 LF0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0699'3 MI SW FROM LANGDON.
 LF0699'1.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0699'RAILROAD FROM THE STATION AT LANGDON, THENCE 0.1 MILE SOUTHWEST
 LF0699'ALONG A DIRT ROAD, THENCE 1.3 MILES WEST ALONG A DIRT ROAD, 111.0
 LF0699'FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD, 99.7 FEET SOUTHEAST
 LF0699'OF THE SOUTHEAST CORNER OF A FARMHOUSE, 31.0 FEET NORTH OF THE
 LF0699'CENTER LINE OF THE EAST-WEST ROAD, 20.5 FEET EAST-NORTHEAST OF A
 LF0699'TELEPHONE POLE, 19.5 FEET SOUTHEAST OF A CORNER FENCE POST.  THE
 LF0699'TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET
 LF0699'4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 LF0699'BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 LF0699
 LF0699                          STATION RECOVERY (1961)
 LF0699
 LF0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0698 ***********************************************************************
 LF0698  DESIGNATION -  104/2 CAP
 LF0698  PID         -  LF0698
 LF0698  STATE/COUNTY-  MO/ATCHISON
 LF0698  USGS QUAD   -  LANGDON (1984)
 LF0698
 LF0698                         *CURRENT SURVEY CONTROL
 LF0698  ___________________________________________________________________
 LF0698* NAD 83(1986)-  40 20 17.     (N)    095 35 06.     (W)     SCALED    
 LF0698* NAVD 88     -       269.873  (meters)     885.41   (feet)  ADJUSTED  
 LF0698  ___________________________________________________________________
 LF0698  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LF0698  DYNAMIC HT  -         269.730 (meters)     884.94  (feet)  COMP
 LF0698  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 LF0698
 LF0698  VERT ORDER  -  SECOND    CLASS 0
 LF0698
 LF0698.The horizontal coordinates were scaled from a topographic map and have
 LF0698.an estimated accuracy of +/- 6 seconds.
 LF0698
 LF0698.The orthometric height was determined by differential leveling
 LF0698.and adjusted by the National Geodetic Survey in June 1991..
 LF0698
 LF0698.The geoid height was determined by GEOID03.
 LF0698
 LF0698.The dynamic height is computed by dividing the NAVD 88
 LF0698.geopotential number by the normal gravity value computed on the
 LF0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0698.degrees latitude (g = 980.6199 gals.).
 LF0698
 LF0698.The modeled gravity was interpolated from observed gravity values.
 LF0698
 LF0698;                    North         East    Units  Estimated Accuracy
 LF0698;SPC MO W     -   463,570.      757,810.      MT  (+/- 180 meters Scaled)
 LF0698
 LF0698                          SUPERSEDED SURVEY CONTROL
 LF0698
 LF0698  NGVD 29 (??/??/92)  269.744  (m)          884.99   (f) ADJ UNCH    2 0
 LF0698
 LF0698.Superseded values are not recommended for survey control.
 LF0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0698.See file dsdata.txt to determine how the superseded data were derived.
 LF0698
 LF0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE804684(NAD 83)
 LF0698_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0698_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0698_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0698
 LF0698  HISTORY     - Date     Condition        Report By
 LF0698  HISTORY     - UNK      MONUMENTED       MORC
 LF0698  HISTORY     - 1948     GOOD             NGS
 LF0698  HISTORY     - 1961     GOOD             NGS
 LF0698
 LF0698                          STATION DESCRIPTION
 LF0698
 LF0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0698'3 MI SW FROM LANGDON.
 LF0698'1.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0698'RAILROAD FROM THE STATION AT LANGDON, THENCE 0.1 MILE SOUTHWEST
 LF0698'ALONG A DIRT ROAD, THENCE 1.3 MILES WEST ALONG A DIRT ROAD, 111.0
 LF0698'FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD, 99.7 FEET SOUTHEAST
 LF0698'OF THE SOUTHEAST CORNER OF A FARMHOUSE, 31.0 FEET NORTH OF THE
 LF0698'CENTER LINE OF THE EAST-WEST ROAD, 20.5 FEET EAST-NORTHEAST OF A
 LF0698'TELEPHONE POLE, 19.5 FEET SOUTHEAST OF A CORNER FENCE POST.  THE
 LF0698'TOP OF A MISSOURI RIVER COMMISSION STANDARD CAP.
 LF0698
 LF0698                          STATION RECOVERY (1961)
 LF0698
 LF0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0489 ***********************************************************************
 HD0489  DESIGNATION -  1046.4
 HD0489  PID         -  HD0489
 HD0489  STATE/COUNTY-  MO/CAMDEN
 HD0489  USGS QUAD   -  MACKS CREEK (1982)
 HD0489
 HD0489                         *CURRENT SURVEY CONTROL
 HD0489  ___________________________________________________________________
 HD0489* NAD 83(1986)-  37 58 11.     (N)    092 56 58.     (W)     SCALED    
 HD0489* NAVD 88     -       319.418  (meters)    1047.96   (feet)  ADJUSTED  
 HD0489  ___________________________________________________________________
 HD0489  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HD0489  DYNAMIC HT  -         319.179 (meters)    1047.17  (feet)  COMP
 HD0489  MODELED GRAV-     979,875.2   (mgal)                       NAVD 88
 HD0489
 HD0489  VERT ORDER  -  SECOND    CLASS 0
 HD0489
 HD0489.The horizontal coordinates were scaled from a topographic map and have
 HD0489.an estimated accuracy of +/- 6 seconds.
 HD0489
 HD0489.The orthometric height was determined by differential leveling
 HD0489.and adjusted by the National Geodetic Survey in June 1991..
 HD0489
 HD0489.The geoid height was determined by GEOID03.
 HD0489
 HD0489.The dynamic height is computed by dividing the NAVD 88
 HD0489.geopotential number by the normal gravity value computed on the
 HD0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0489.degrees latitude (g = 980.6199 gals.).
 HD0489
 HD0489.The modeled gravity was interpolated from observed gravity values.
 HD0489
 HD0489;                    North         East    Units  Estimated Accuracy
 HD0489;SPC MO C     -   237,170.      460,510.      MT  (+/- 180 meters Scaled)
 HD0489
 HD0489                          SUPERSEDED SURVEY CONTROL
 HD0489
 HD0489  NGVD 29 (??/??/92)  319.310  (m)         1047.60   (f) ADJ UNCH    2 0
 HD0489
 HD0489.Superseded values are not recommended for survey control.
 HD0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0489.See file dsdata.txt to determine how the superseded data were derived.
 HD0489
 HD0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC044024(NAD 83)
 HD0489_MARKER: N = NAIL
 HD0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0489_SP_SET: OAK TREE ROOT
 HD0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0489
 HD0489  HISTORY     - Date     Condition        Report By
 HD0489  HISTORY     - UNK      MONUMENTED       USGS
 HD0489  HISTORY     - 1934     GOOD             NGS
 HD0489  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0489  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0489
 HD0489                          STATION DESCRIPTION
 HD0489
 HD0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0489'1.1 MI E FROM MACKS CREEK.
 HD0489'1.1 MILES EAST ALONG U.S. HIGHWAY 54 FROM MACKS CREEK, AT THE TOP
 HD0489'OF A HILL, 40 FEET NORTHWEST OF THE HIGHWAY, AND IN THE ROOT ON
 HD0489'THE EAST SIDE OF A 20-INCH OAK TREE.  A UNITED STATES GEOLOGICAL
 HD0489'SURVEY STANDARD COPPER NAIL AND WASHER.
 HD0489
 HD0489                          STATION RECOVERY (1978)
 HD0489
 HD0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0489'MARK NOT FOUND.
 HD0489
 HD0489                          STATION RECOVERY (1978)
 HD0489
 HD0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1223 ***********************************************************************
 KD1223  DESIGNATION -  1047
 KD1223  PID         -  KD1223
 KD1223  STATE/COUNTY-  MO/CARROLL
 KD1223  USGS QUAD   -  STANDISH (1978)
 KD1223
 KD1223                         *CURRENT SURVEY CONTROL
 KD1223  ___________________________________________________________________
 KD1223* NAD 83(1997)-  39 29 05.85902(N)    093 28 33.12795(W)     ADJUSTED  
 KD1223* NAVD 88     -       244.20   (+/-2cm)     801.2    (feet)  VERTCON   
 KD1223  ___________________________________________________________________
 KD1223  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 KD1223  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD1223
 KD1223  HORZ ORDER  -  SECOND
 KD1223  VERT ORDER  -  THIRD ? (See Below)
 KD1223
 KD1223.The horizontal coordinates were established by classical geodetic methods
 KD1223.and adjusted by the National Geodetic Survey in February 2000..
 KD1223
 KD1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1223.The vertical order pertains to the NGVD 29 superseded value.
 KD1223
 KD1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1223
 KD1223.The geoid height was determined by GEOID03.
 KD1223
 KD1223;                    North         East     Units Scale Factor Converg.
 KD1223;SPC MO C     -   405,722.244   416,048.906   MT  1.00002008   -0 37 14.0
 KD1223;UTM  15      - 4,370,703.520   459,076.356   MT  0.99962062   -0 18 09.4
 KD1223
 KD1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1223!SPC MO C     -   0.99996681  x   1.00002008  =   0.99998689
 KD1223!UTM  15      -   0.99996681  x   0.99962062  =   0.99958744
 KD1223
 KD1223                          SUPERSEDED SURVEY CONTROL
 KD1223
 KD1223  NAD 83(1997)-  39 29 05.86170(N)    093 28 33.13177(W) AD(       ) 2
 KD1223  NAD 83(1986)-  39 29 05.86328(N)    093 28 33.12940(W) AD(       ) 2
 KD1223  NAD 27      -  39 29 05.78430(N)    093 28 32.36330(W) AD(       ) 2
 KD1223  NGVD 29 (07/19/86)  244.14   (m)          801.0    (f) LEVELING    3  
 KD1223
 KD1223.Superseded values are not recommended for survey control.
 KD1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1223.See file dsdata.txt to determine how the superseded data were derived.
 KD1223
 KD1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5907670704(NAD 83)
 KD1223_MARKER: DB = BENCH MARK DISK
 KD1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1223
 KD1223  HISTORY     - Date     Condition        Report By
 KD1223  HISTORY     - 1948     MONUMENTED       USGS
 KD1223
 KD1223                          STATION DESCRIPTION
 KD1223
 KD1223'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 KD1223'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 KD1223'SQUARE IN CARROLLTON, GO EAST FOR 0.4 MILE, TURN LEFT AND GO NORTH
 KD1223'ON U.S. HIGHWAY 65 FOR 8.9 MILES TO A CROSSROAD AND A CHURCH
 KD1223'AND FILLING STATION ON THE LEFT, CONTINUE NORTH ON U.S. HIGHWAY
 KD1223'65 FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 KD1223'
 KD1223'U.S.G.S. BM 1047 CWA 1934 IS A BRONZE DISK SET IN THE TOP OF
 KD1223'A SIX INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT
 KD1223'IS 76 FEET SOUTHWEST OF THE CENTER OF INTERSECTION OF A CROSSROAD,
 KD1223'45 FEET WEST OF THE CENTER OF U.S. HIGHWAY 65, 25 FEET SOUTH
 KD1223'OF THE CENTER OF THE VAN HORN CHURCH YARD GATE, AND 1.5 FEET
 KD1223'EAST OF A WIRE FENCE.  IT IS STAMPED 1047 CWA 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0387 ***********************************************************************
 HD0387  DESIGNATION -  1047.4
 HD0387  PID         -  HD0387
 HD0387  STATE/COUNTY-  MO/CAMDEN
 HD0387  USGS QUAD   -  DECATURVILLE (1975)
 HD0387
 HD0387                         *CURRENT SURVEY CONTROL
 HD0387  ___________________________________________________________________
 HD0387* NAD 83(1986)-  37 58 12.     (N)    092 41 40.     (W)     SCALED    
 HD0387* NAVD 88     -       319.863  (meters)    1049.42   (feet)  ADJUSTED  
 HD0387  ___________________________________________________________________
 HD0387  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HD0387  DYNAMIC HT  -         319.625 (meters)    1048.64  (feet)  COMP
 HD0387  MODELED GRAV-     979,878.2   (mgal)                       NAVD 88
 HD0387
 HD0387  VERT ORDER  -  SECOND    CLASS 0
 HD0387
 HD0387.The horizontal coordinates were scaled from a topographic map and have
 HD0387.an estimated accuracy of +/- 6 seconds.
 HD0387
 HD0387.The orthometric height was determined by differential leveling
 HD0387.and adjusted by the National Geodetic Survey in June 1991..
 HD0387
 HD0387.The geoid height was determined by GEOID03.
 HD0387
 HD0387.The dynamic height is computed by dividing the NAVD 88
 HD0387.geopotential number by the normal gravity value computed on the
 HD0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0387.degrees latitude (g = 980.6199 gals.).
 HD0387
 HD0387.The modeled gravity was interpolated from observed gravity values.
 HD0387
 HD0387;                    North         East    Units  Estimated Accuracy
 HD0387;SPC MO C     -   237,120.      482,920.      MT  (+/- 180 meters Scaled)
 HD0387
 HD0387                          SUPERSEDED SURVEY CONTROL
 HD0387
 HD0387  NGVD 29 (??/??/92)  319.762  (m)         1049.09   (f) ADJ UNCH    2 0
 HD0387
 HD0387.Superseded values are not recommended for survey control.
 HD0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0387.See file dsdata.txt to determine how the superseded data were derived.
 HD0387
 HD0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC268025(NAD 83)
 HD0387_MARKER: Q = CHISELED SQUARE
 HD0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0387_SP_SET: CULVERT
 HD0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0387
 HD0387  HISTORY     - Date     Condition        Report By
 HD0387  HISTORY     - UNK      MONUMENTED       USGS
 HD0387  HISTORY     - 1934     GOOD             NGS
 HD0387
 HD0387                          STATION DESCRIPTION
 HD0387
 HD0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0387'4.2 MI S FROM CAMDENTON.
 HD0387'4.2 MILES SOUTH ALONG STATE HIGHWAY 5 FROM CAMDENTON, AT THE
 HD0387'SOUTH HALF OF SECTION 4, T 37 N, R 16 W, 180 FEET NORTH OF THE
 HD0387'JUNCTION OF A ROAD LEADING EAST, AT A CONCRETE CULVERT, ON
 HD0387'THE TOP OF THE NORTH END OF THE WEST HEADWALL, AND 20 FEET
 HD0387'WEST OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0388 ***********************************************************************
 HD0388  DESIGNATION -  1047.7
 HD0388  PID         -  HD0388
 HD0388  STATE/COUNTY-  MO/CAMDEN
 HD0388  USGS QUAD   -  DECATURVILLE (1975)
 HD0388
 HD0388                         *CURRENT SURVEY CONTROL
 HD0388  ___________________________________________________________________
 HD0388* NAD 83(1986)-  37 58 52.     (N)    092 41 54.     (W)     SCALED    
 HD0388* NAVD 88     -       319.976  (meters)    1049.79   (feet)  ADJUSTED  
 HD0388  ___________________________________________________________________
 HD0388  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HD0388  DYNAMIC HT  -         319.739 (meters)    1049.01  (feet)  COMP
 HD0388  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 HD0388
 HD0388  VERT ORDER  -  SECOND    CLASS 0
 HD0388
 HD0388.The horizontal coordinates were scaled from a topographic map and have
 HD0388.an estimated accuracy of +/- 6 seconds.
 HD0388
 HD0388.The orthometric height was determined by differential leveling
 HD0388.and adjusted by the National Geodetic Survey in June 1991..
 HD0388
 HD0388.The geoid height was determined by GEOID03.
 HD0388
 HD0388.The dynamic height is computed by dividing the NAVD 88
 HD0388.geopotential number by the normal gravity value computed on the
 HD0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0388.degrees latitude (g = 980.6199 gals.).
 HD0388
 HD0388.The modeled gravity was interpolated from observed gravity values.
 HD0388
 HD0388;                    North         East    Units  Estimated Accuracy
 HD0388;SPC MO C     -   238,350.      482,580.      MT  (+/- 180 meters Scaled)
 HD0388
 HD0388                          SUPERSEDED SURVEY CONTROL
 HD0388
 HD0388  NGVD 29 (??/??/92)  319.875  (m)         1049.46   (f) ADJ UNCH    2 0
 HD0388
 HD0388.Superseded values are not recommended for survey control.
 HD0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0388.See file dsdata.txt to determine how the superseded data were derived.
 HD0388
 HD0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC264037(NAD 83)
 HD0388_MARKER: N = NAIL
 HD0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0388_SP_SET: OAK TREE ROOT
 HD0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0388
 HD0388  HISTORY     - Date     Condition        Report By
 HD0388  HISTORY     - UNK      MONUMENTED       USGS
 HD0388  HISTORY     - 1934     GOOD             NGS
 HD0388
 HD0388                          STATION DESCRIPTION
 HD0388
 HD0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0388'3.3 MI SE FROM CAMDENTON.
 HD0388'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM CAMDENTON,
 HD0388'AT THE INTERSECTION OF A FARM-TO-MARKET ROAD, 3 FEET SOUTH
 HD0388'OF THE CENTERLINE OF THE ROAD, 20 FEET WEST OF THE CENTERLINE
 HD0388'OF THE HIGHWAY, AT A 14 INCH OAK TREE, AND IN A ROOT ON THE
 HD0388'NORTHEAST SIDE OF THE TREE.  A UNITED STATES GEOLOGICAL SURVEY
 HD0388'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0376 ***********************************************************************
 HD0376  DESIGNATION -  1051.7
 HD0376  PID         -  HD0376
 HD0376  STATE/COUNTY-  MO/CAMDEN
 HD0376  USGS QUAD   -  DECATURVILLE (1975)
 HD0376
 HD0376                         *CURRENT SURVEY CONTROL
 HD0376  ___________________________________________________________________
 HD0376* NAD 83(1986)-  37 54 27.     (N)    092 41 59.     (W)     SCALED    
 HD0376* NAVD 88     -       321.196  (meters)    1053.79   (feet)  ADJUSTED  
 HD0376  ___________________________________________________________________
 HD0376  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HD0376  DYNAMIC HT  -         320.956 (meters)    1053.00  (feet)  COMP
 HD0376  MODELED GRAV-     979,871.1   (mgal)                       NAVD 88
 HD0376
 HD0376  VERT ORDER  -  SECOND    CLASS 0
 HD0376
 HD0376.The horizontal coordinates were scaled from a topographic map and have
 HD0376.an estimated accuracy of +/- 6 seconds.
 HD0376
 HD0376.The orthometric height was determined by differential leveling
 HD0376.and adjusted by the National Geodetic Survey in June 1991..
 HD0376
 HD0376.The geoid height was determined by GEOID03.
 HD0376
 HD0376.The dynamic height is computed by dividing the NAVD 88
 HD0376.geopotential number by the normal gravity value computed on the
 HD0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0376.degrees latitude (g = 980.6199 gals.).
 HD0376
 HD0376.The modeled gravity was interpolated from observed gravity values.
 HD0376
 HD0376;                    North         East    Units  Estimated Accuracy
 HD0376;SPC MO C     -   230,190.      482,440.      MT  (+/- 180 meters Scaled)
 HD0376
 HD0376                          SUPERSEDED SURVEY CONTROL
 HD0376
 HD0376  NGVD 29 (??/??/92)  321.092  (m)         1053.45   (f) ADJ UNCH    2 0
 HD0376
 HD0376.Superseded values are not recommended for survey control.
 HD0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0376.See file dsdata.txt to determine how the superseded data were derived.
 HD0376
 HD0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB263955(NAD 83)
 HD0376_MARKER: Q = CHISELED SQUARE
 HD0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0376_SP_SET: PORCH
 HD0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0376
 HD0376  HISTORY     - Date     Condition        Report By
 HD0376  HISTORY     - UNK      MONUMENTED       USGS
 HD0376  HISTORY     - 1934     GOOD             NGS
 HD0376
 HD0376                          STATION DESCRIPTION
 HD0376
 HD0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0376'AT DECATURVILLE.
 HD0376'AT DECATURVILLE, ON STATE HIGHWAY 5, 15 FEET WEST OF THE
 HD0376'CROSSROADS, AND ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 HD0376'PORCH OF THE STORE OF J.H. GREEN AND SONS.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0874 ***********************************************************************
 JC0874  DESIGNATION -  1053.7
 JC0874  PID         -  JC0874
 JC0874  STATE/COUNTY-  MO/PHELPS
 JC0874  USGS QUAD   -  VICHY (1980)
 JC0874
 JC0874                         *CURRENT SURVEY CONTROL
 JC0874  ___________________________________________________________________
 JC0874* NAD 83(1986)-  38 02 21.     (N)    091 46 17.     (W)     SCALED    
 JC0874* NAVD 88     -       321.520  (meters)    1054.85   (feet)  ADJUSTED  
 JC0874  ___________________________________________________________________
 JC0874  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JC0874  DYNAMIC HT  -         321.285 (meters)    1054.08  (feet)  COMP
 JC0874  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 JC0874
 JC0874  VERT ORDER  -  FIRST     CLASS II
 JC0874
 JC0874.The horizontal coordinates were scaled from a topographic map and have
 JC0874.an estimated accuracy of +/- 6 seconds.
 JC0874
 JC0874.The orthometric height was determined by differential leveling
 JC0874.and adjusted by the National Geodetic Survey in June 1991..
 JC0874
 JC0874.The geoid height was determined by GEOID03.
 JC0874
 JC0874.The dynamic height is computed by dividing the NAVD 88
 JC0874.geopotential number by the normal gravity value computed on the
 JC0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0874.degrees latitude (g = 980.6199 gals.).
 JC0874
 JC0874.The modeled gravity was interpolated from observed gravity values.
 JC0874
 JC0874;                    North         East    Units  Estimated Accuracy
 JC0874;SPC MO C     -   245,030.      563,960.      MT  (+/- 180 meters Scaled)
 JC0874
 JC0874                          SUPERSEDED SURVEY CONTROL
 JC0874
 JC0874  NGVD 29 (??/??/92)  321.48   (m)         1054.7    (f) COMPUTED    1 2
 JC0874
 JC0874.Superseded values are not recommended for survey control.
 JC0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0874.See file dsdata.txt to determine how the superseded data were derived.
 JC0874
 JC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC078108(NAD 83)
 JC0874_MARKER: N = NAIL
 JC0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0874_SP_SET: OAK TREE
 JC0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0874
 JC0874  HISTORY     - Date     Condition        Report By
 JC0874  HISTORY     - UNK      MONUMENTED       USGS
 JC0874  HISTORY     - 1950     MARK NOT FOUND   NGS
 JC0874
 JC0874                          STATION DESCRIPTION
 JC0874
 JC0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0874'5 MI S FROM VICHY.
 JC0874'IN PHELPS COUNTY, 5.0 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE
 JC0874'POST OFFICE AT VICHY, MARIES COUNTY, 1 MILE SOUTH OF THE
 JC0874'PHELPS-MARIES COUNTY LINE, 50 FEET SOUTH OF THE SOUTHEAST CORNER
 JC0874'OF THE FEELER SERVICE STATION, 55 FEET WEST OF THE CENTERLINE
 JC0874'OF THE HIGHWAY, AT A 15-INCH OAK TREE, AND IN A ROOT ON THE
 JC0874'NORTH SIDE.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 JC0874'WASHER.  NOTE-- THE ROOTS OF THE TREE ARE ALL ROTTEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0343 ***********************************************************************
 HD0343  DESIGNATION -  1056.0
 HD0343  PID         -  HD0343
 HD0343  STATE/COUNTY-  MO/DOUGLAS
 HD0343  USGS QUAD   -  MANSFIELD (1985)
 HD0343
 HD0343                         *CURRENT SURVEY CONTROL
 HD0343  ___________________________________________________________________
 HD0343* NAD 83(1986)-  37 01 36.     (N)    092 35 34.     (W)     SCALED    
 HD0343* NAVD 88     -       321.42   (+/-2cm)    1054.5    (feet)  VERTCON   
 HD0343  ___________________________________________________________________
 HD0343  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HD0343
 HD0343  VERT ORDER  -  ? (See Below)
 HD0343
 HD0343.The horizontal coordinates were scaled from a topographic map and have
 HD0343.an estimated accuracy of +/- 6 seconds.
 HD0343
 HD0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD0343.The vertical order pertains to the NGVD 29 superseded value.
 HD0343
 HD0343.The geoid height was determined by GEOID03.
 HD0343
 HD0343;                    North         East    Units  Estimated Accuracy
 HD0343;SPC MO C     -   132,420.      491,750.      MT  (+/- 180 meters Scaled)
 HD0343
 HD0343                          SUPERSEDED SURVEY CONTROL
 HD0343
 HD0343  NGVD 29 (??/??/92)  321.280  (m)         1054.07   (f) ADJ UNCH    ?  
 HD0343
 HD0343.Superseded values are not recommended for survey control.
 HD0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0343.See file dsdata.txt to determine how the superseded data were derived.
 HD0343
 HD0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA362979(NAD 83)
 HD0343_MARKER: Q = CHISELED SQUARE
 HD0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0343_SP_SET: BRIDGE
 HD0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0343
 HD0343  HISTORY     - Date     Condition        Report By
 HD0343  HISTORY     - UNK      MONUMENTED       USGS
 HD0343  HISTORY     - 1934     GOOD             NGS
 HD0343  HISTORY     - 1977     GOOD             NGS
 HD0343  HISTORY     - 1977     GOOD             NGS
 HD0343  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0343
 HD0343                          STATION DESCRIPTION
 HD0343
 HD0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0343'7.8 MI NE FROM AVA.
 HD0343'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE COUNTY
 HD0343'COURTHOUSE AT AVA, DOUGLAS COUNTY, AT CONCRETE BRIDGE G 500
 HD0343'OVER BRYANT CREEK, AND ON THE TOP OF THE SOUTHWEST ABUTMENT.
 HD0343'A CHISELED SQUARE.
 HD0343
 HD0343                          STATION RECOVERY (1977)
 HD0343
 HD0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0343'IT IS BY AN UN-MARKED ROAD, 7.05 MILES SOUTH OF THE INTERSECTION OF
 HD0343'BUSINESS HIGHWAY 60 AND COUNTY ROUTE U WHICH IS AT THE SE EDGE OF
 HD0343'MANSFIELD.
 HD0343
 HD0343                          STATION RECOVERY (1977)
 HD0343
 HD0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0343'IT IS BY AN UN-MARKED ROAD, 7.05 MILES SOUTH OF THE INTERSECTION OF
 HD0343'BUSINESS HIGHWAY 60 AND COUNTY ROUTE U WHICH IS AT THE SE EDGE OF
 HD0343'MANSFIELD.
 HD0343
 HD0343                          STATION RECOVERY (1988)
 HD0343
 HD0343'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0498 ***********************************************************************
 HD0498  DESIGNATION -  1056.9
 HD0498  PID         -  HD0498
 HD0498  STATE/COUNTY-  MO/CAMDEN
 HD0498  USGS QUAD   -  MACKS CREEK (1982)
 HD0498
 HD0498                         *CURRENT SURVEY CONTROL
 HD0498  ___________________________________________________________________
 HD0498* NAD 83(1986)-  37 56 16.     (N)    092 59 27.     (W)     SCALED    
 HD0498* NAVD 88     -       322.590  (meters)    1058.36   (feet)  ADJUSTED  
 HD0498  ___________________________________________________________________
 HD0498  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HD0498  DYNAMIC HT  -         322.350 (meters)    1057.58  (feet)  COMP
 HD0498  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 HD0498
 HD0498  VERT ORDER  -  SECOND    CLASS 0
 HD0498
 HD0498.The horizontal coordinates were scaled from a topographic map and have
 HD0498.an estimated accuracy of +/- 6 seconds.
 HD0498
 HD0498.The orthometric height was determined by differential leveling
 HD0498.and adjusted by the National Geodetic Survey in June 1991..
 HD0498
 HD0498.The geoid height was determined by GEOID03.
 HD0498
 HD0498.The dynamic height is computed by dividing the NAVD 88
 HD0498.geopotential number by the normal gravity value computed on the
 HD0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0498.degrees latitude (g = 980.6199 gals.).
 HD0498
 HD0498.The modeled gravity was interpolated from observed gravity values.
 HD0498
 HD0498;                    North         East    Units  Estimated Accuracy
 HD0498;SPC MO C     -   233,640.      456,860.      MT  (+/- 180 meters Scaled)
 HD0498
 HD0498                          SUPERSEDED SURVEY CONTROL
 HD0498
 HD0498  NGVD 29 (??/??/92)  322.482  (m)         1058.01   (f) ADJ UNCH    2 0
 HD0498
 HD0498.Superseded values are not recommended for survey control.
 HD0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0498.See file dsdata.txt to determine how the superseded data were derived.
 HD0498
 HD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB008989(NAD 83)
 HD0498_MARKER: N = NAIL
 HD0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0498_SP_SET: OAK TREE ROOT
 HD0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0498
 HD0498  HISTORY     - Date     Condition        Report By
 HD0498  HISTORY     - UNK      MONUMENTED       USGS
 HD0498  HISTORY     - 1934     GOOD             NGS
 HD0498  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0498  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0498
 HD0498                          STATION DESCRIPTION
 HD0498
 HD0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0498'0.7 MI E FROM BRANCH.
 HD0498'0.7 MILE EAST ALONG U.S. HIGHWAY 54 FROM THE JUNCTION OF STATE
 HD0498'HIGHWAY 73 AT BRANCH, IN THE NORTHWEST QUARTER OF SECTION 23,
 HD0498'T 37 N, R 19 W, 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 HD0498'AT THE SOUTH EDGE OF A PRIVATE ROAD LEADING SOUTHEAST, AND IN
 HD0498'A ROOT ON THE NORTHWEST SIDE OF A 15-INCH OAK TREE.  A UNITED
 HD0498'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 HD0498
 HD0498                          STATION RECOVERY (1978)
 HD0498
 HD0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0498'MARK NOT FOUND.
 HD0498
 HD0498                          STATION RECOVERY (1978)
 HD0498
 HD0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1325 ***********************************************************************
 KE1325  DESIGNATION -  1060 CWA
 KE1325  PID         -  KE1325
 KE1325  STATE/COUNTY-  MO/CLAY
 KE1325  USGS QUAD   -  LAWSON (1990)
 KE1325
 KE1325                         *CURRENT SURVEY CONTROL
 KE1325  ___________________________________________________________________
 KE1325* NAD 83(1997)-  39 25 32.23495(N)    094 13 46.35556(W)     ADJUSTED  
 KE1325* NAVD 88     -       322.75   (+/-2cm)    1058.9    (feet)  VERTCON   
 KE1325  ___________________________________________________________________
 KE1325  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 KE1325  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KE1325
 KE1325  HORZ ORDER  -  SECOND
 KE1325  VERT ORDER  -  THIRD ? (See Below)
 KE1325
 KE1325.The horizontal coordinates were established by classical geodetic methods
 KE1325.and adjusted by the National Geodetic Survey in February 2000..
 KE1325
 KE1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1325.The vertical order pertains to the NGVD 29 superseded value.
 KE1325
 KE1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1325
 KE1325.The geoid height was determined by GEOID03.
 KE1325
 KE1325;                    North         East     Units Scale Factor Converg.
 KE1325;SPC MO W     -   361,733.746   873,286.335   MT  0.99994785   +0 10 18.3
 KE1325;UTM  15      - 4,364,731.118   394,170.912   MT  0.99973789   -0 46 51.3
 KE1325
 KE1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1325!SPC MO W     -   0.99995448  x   0.99994785  =   0.99990233
 KE1325!UTM  15      -   0.99995448  x   0.99973789  =   0.99969238
 KE1325
 KE1325                          SUPERSEDED SURVEY CONTROL
 KE1325
 KE1325  NAD 83(1997)-  39 25 32.23512(N)    094 13 46.35630(W) AD(       ) 2
 KE1325  NAD 83(1986)-  39 25 32.24055(N)    094 13 46.35316(W) AD(       ) 2
 KE1325  NAD 27      -  39 25 32.22613(N)    094 13 45.56227(W) AD(       ) 2
 KE1325  NGVD 29 (07/19/86)  322.64   (m)         1058.5    (f) LEVELING    3  
 KE1325
 KE1325.Superseded values are not recommended for survey control.
 KE1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1325.See file dsdata.txt to determine how the superseded data were derived.
 KE1325
 KE1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9417164731(NAD 83)
 KE1325_MARKER: DB = BENCH MARK DISK
 KE1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1325
 KE1325  HISTORY     - Date     Condition        Report By
 KE1325  HISTORY     - 1949     MONUMENTED       USGS
 KE1325
 KE1325                          STATION DESCRIPTION
 KE1325
 KE1325'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 KE1325'A U.S.G.S. BENCH MARK DISK SET IN THE TOP
 KE1325'OF A 6 X 6 CONCRETE POST WHICH IS 5 INCHES BELOW THE SURFACE OF
 KE1325'THE GROUND, 68 FEET SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY
 KE1325'69 AND A CROSSROAD, 43.3 FEET EAST OF THE CENTERLINE OF U.S.
 KE1325'HIGHWAY 69, AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  THE MARK
 KE1325'IS STAMPED 1060 1934 CWA.
 KE1325'
 KE1325'TO REACH THE STATION FROM THE TOWN OF LAWSON, GO WEST FOR 1.0
 KE1325'MILE TO U.S. HIGHWAY 69.  TURN LEFT AND GO SOUTH ON U.S. HIGHWAY
 KE1325'69 FOR 1.0 MILE TO CROSSROAD AND THE JUNCTION OF COUNTY ROAD MM
 KE1325'WEST.  TURN LEFT AND GO EAST 0.1 MILE TO THE STATION ON THE LEFT
 KE1325'AND A FIELD ENTRANCE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0555 ***********************************************************************
 HD0555  DESIGNATION -  1061.5
 HD0555  PID         -  HD0555
 HD0555  STATE/COUNTY-  MO/CAMDEN
 HD0555  USGS QUAD   -  BRANCH (1972)
 HD0555
 HD0555                         *CURRENT SURVEY CONTROL
 HD0555  ___________________________________________________________________
 HD0555* NAD 83(1986)-  37 55 48.     (N)    093 02 09.     (W)     SCALED    
 HD0555* NAVD 88     -       323.417  (meters)    1061.08   (feet)  ADJUSTED  
 HD0555  ___________________________________________________________________
 HD0555  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HD0555  DYNAMIC HT  -         323.178 (meters)    1060.29  (feet)  COMP
 HD0555  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 HD0555
 HD0555  VERT ORDER  -  SECOND    CLASS 0
 HD0555
 HD0555.The horizontal coordinates were scaled from a topographic map and have
 HD0555.an estimated accuracy of +/- 6 seconds.
 HD0555
 HD0555.The orthometric height was determined by differential leveling
 HD0555.and adjusted by the National Geodetic Survey in June 1991..
 HD0555
 HD0555.The geoid height was determined by GEOID03.
 HD0555
 HD0555.The dynamic height is computed by dividing the NAVD 88
 HD0555.geopotential number by the normal gravity value computed on the
 HD0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0555.degrees latitude (g = 980.6199 gals.).
 HD0555
 HD0555.The modeled gravity was interpolated from observed gravity values.
 HD0555
 HD0555;                    North         East    Units  Estimated Accuracy
 HD0555;SPC MO C     -   232,800.      452,900.      MT  (+/- 180 meters Scaled)
 HD0555
 HD0555                          SUPERSEDED SURVEY CONTROL
 HD0555
 HD0555  NGVD 29 (??/??/92)  323.309  (m)         1060.72   (f) ADJ UNCH    2 0
 HD0555
 HD0555.Superseded values are not recommended for survey control.
 HD0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0555.See file dsdata.txt to determine how the superseded data were derived.
 HD0555
 HD0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB968980(NAD 83)
 HD0555_MARKER: N = NAIL
 HD0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0555_SP_SET: POST-OAK TREE ROOT
 HD0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0555
 HD0555  HISTORY     - Date     Condition        Report By
 HD0555  HISTORY     - UNK      MONUMENTED       USGS
 HD0555  HISTORY     - 1934     GOOD             NGS
 HD0555
 HD0555                          STATION DESCRIPTION
 HD0555
 HD0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0555'2 MI W FROM BRANCH.
 HD0555'2.0 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE JUNCTION OF STATE
 HD0555'HIGHWAY 73 AT BRANCH, CAMDEN COUNTY, 1.8 MILES EAST OF THE BRIDGE
 HD0555'OVER LITTLE NIANGUA RIVER, AT A ROAD INTERSECTION, 90 FEET WEST
 HD0555'OF THE ROAD, 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HD0555'17 FEET WEST OF BENCH MARK T 32 DESCRIBED ABOVE, AND IN THE
 HD0555'ROOT ON THE SOUTHEAST SIDE OF A 24-INCH POST-OAK TREE.  A UNITED
 HD0555'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0383 ***********************************************************************
 HD0383  DESIGNATION -  1069.7
 HD0383  PID         -  HD0383
 HD0383  STATE/COUNTY-  MO/CAMDEN
 HD0383  USGS QUAD   -  DECATURVILLE (1975)
 HD0383
 HD0383                         *CURRENT SURVEY CONTROL
 HD0383  ___________________________________________________________________
 HD0383* NAD 83(1986)-  37 56 54.     (N)    092 42 41.     (W)     SCALED    
 HD0383* NAVD 88     -       326.702  (meters)    1071.85   (feet)  ADJUSTED  
 HD0383  ___________________________________________________________________
 HD0383  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HD0383  DYNAMIC HT  -         326.458 (meters)    1071.05  (feet)  COMP
 HD0383  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 HD0383
 HD0383  VERT ORDER  -  SECOND    CLASS 0
 HD0383
 HD0383.The horizontal coordinates were scaled from a topographic map and have
 HD0383.an estimated accuracy of +/- 6 seconds.
 HD0383
 HD0383.The orthometric height was determined by differential leveling
 HD0383.and adjusted by the National Geodetic Survey in June 1991..
 HD0383
 HD0383.The geoid height was determined by GEOID03.
 HD0383
 HD0383.The dynamic height is computed by dividing the NAVD 88
 HD0383.geopotential number by the normal gravity value computed on the
 HD0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0383.degrees latitude (g = 980.6199 gals.).
 HD0383
 HD0383.The modeled gravity was interpolated from observed gravity values.
 HD0383
 HD0383;                    North         East    Units  Estimated Accuracy
 HD0383;SPC MO C     -   234,720.      481,420.      MT  (+/- 180 meters Scaled)
 HD0383
 HD0383                          SUPERSEDED SURVEY CONTROL
 HD0383
 HD0383  NGVD 29 (??/??/92)  326.601  (m)         1071.52   (f) ADJ UNCH    2 0
 HD0383
 HD0383.Superseded values are not recommended for survey control.
 HD0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0383.See file dsdata.txt to determine how the superseded data were derived.
 HD0383
 HD0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC253001(NAD 83)
 HD0383_MARKER: Q = CHISELED SQUARE
 HD0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0383_SP_SET: CULVERT
 HD0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0383
 HD0383  HISTORY     - Date     Condition        Report By
 HD0383  HISTORY     - UNK      MONUMENTED       USGS
 HD0383  HISTORY     - 1934     GOOD             NGS
 HD0383
 HD0383                          STATION DESCRIPTION
 HD0383
 HD0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0383'3.1 MI N FROM DECATURVILLE.
 HD0383'3.1 MILES NORTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE, IN
 HD0383'THE TRIANGLE AT THE JUNCTION OF THE ROAD LEADING NORTHWEST
 HD0383'TO HAHATONKA, 50 FEET EAST OF THE SOUTHWEST CORNER OF THE
 HD0383'SERVICE STATION, AT A CONCRETE CULVERT, AND ON THE TOP OF THE
 HD0383'SOUTH END OF THE WEST CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0888 ***********************************************************************
 JC0888  DESIGNATION -  1074.7
 JC0888  PID         -  JC0888
 JC0888  STATE/COUNTY-  MO/MARIES
 JC0888  USGS QUAD   -  VICHY (1980)
 JC0888
 JC0888                         *CURRENT SURVEY CONTROL
 JC0888  ___________________________________________________________________
 JC0888* NAD 83(1986)-  38 05 48.     (N)    091 45 35.     (W)     SCALED    
 JC0888* NAVD 88     -       327.917  (meters)    1075.84   (feet)  ADJUSTED  
 JC0888  ___________________________________________________________________
 JC0888  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JC0888  DYNAMIC HT  -         327.678 (meters)    1075.06  (feet)  COMP
 JC0888  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 JC0888
 JC0888  VERT ORDER  -  FIRST     CLASS II
 JC0888
 JC0888.The horizontal coordinates were scaled from a topographic map and have
 JC0888.an estimated accuracy of +/- 6 seconds.
 JC0888
 JC0888.The orthometric height was determined by differential leveling
 JC0888.and adjusted by the National Geodetic Survey in June 1991..
 JC0888.WARNING-Repeat measurements at this control monument indicate possible
 JC0888.vertical movement.
 JC0888
 JC0888.The geoid height was determined by GEOID03.
 JC0888
 JC0888.The dynamic height is computed by dividing the NAVD 88
 JC0888.geopotential number by the normal gravity value computed on the
 JC0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0888.degrees latitude (g = 980.6199 gals.).
 JC0888
 JC0888.The modeled gravity was interpolated from observed gravity values.
 JC0888
 JC0888;                    North         East    Units  Estimated Accuracy
 JC0888;SPC MO C     -   251,420.      564,930.      MT  (+/- 180 meters Scaled)
 JC0888
 JC0888                          SUPERSEDED SURVEY CONTROL
 JC0888
 JC0888  NGVD 29 (??/??/92)  327.876  (m)         1075.71   (f) ADJ UNCH    1 2
 JC0888
 JC0888.Superseded values are not recommended for survey control.
 JC0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0888.See file dsdata.txt to determine how the superseded data were derived.
 JC0888
 JC0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC087172(NAD 83)
 JC0888_MARKER: Q = CHISELED SQUARE
 JC0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0888_SP_SET: CULVERT
 JC0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0888
 JC0888  HISTORY     - Date     Condition        Report By
 JC0888  HISTORY     - UNK      MONUMENTED       USGS
 JC0888  HISTORY     - 1950     GOOD             NGS
 JC0888
 JC0888                          STATION DESCRIPTION
 JC0888
 JC0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0888'1 MI S FROM VICHY.
 JC0888'1.0 MILE SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT
 JC0888'VICHY, AT A ROAD CROSSING, ABOUT 100 FEET NORTHEAST OF A FARMHOUSE,
 JC0888'ON THE INSIDE OF A LONG CURVE, 59 FEET SOUTHWEST OF TELEPHONE
 JC0888'POLE 1475, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15
 JC0888'FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST TO A
 JC0888'FARMHOUSE, AND CUT ON THE NORTH EDGE OF THE NORTH HEADWALL OF A
 JC0888'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0486 ***********************************************************************
 HD0486  DESIGNATION -  1078.0
 HD0486  PID         -  HD0486
 HD0486  STATE/COUNTY-  MO/CAMDEN
 HD0486  USGS QUAD   -  MACKS CREEK (1982)
 HD0486
 HD0486                         *CURRENT SURVEY CONTROL
 HD0486  ___________________________________________________________________
 HD0486* NAD 83(1986)-  37 58 05.     (N)    092 55 46.     (W)     SCALED    
 HD0486* NAVD 88     -       329.058  (meters)    1079.58   (feet)  ADJUSTED  
 HD0486  ___________________________________________________________________
 HD0486  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HD0486  DYNAMIC HT  -         328.812 (meters)    1078.78  (feet)  COMP
 HD0486  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 HD0486
 HD0486  VERT ORDER  -  SECOND    CLASS 0
 HD0486
 HD0486.The horizontal coordinates were scaled from a topographic map and have
 HD0486.an estimated accuracy of +/- 6 seconds.
 HD0486
 HD0486.The orthometric height was determined by differential leveling
 HD0486.and adjusted by the National Geodetic Survey in June 1991..
 HD0486
 HD0486.The geoid height was determined by GEOID03.
 HD0486
 HD0486.The dynamic height is computed by dividing the NAVD 88
 HD0486.geopotential number by the normal gravity value computed on the
 HD0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0486.degrees latitude (g = 980.6199 gals.).
 HD0486
 HD0486.The modeled gravity was interpolated from observed gravity values.
 HD0486
 HD0486;                    North         East    Units  Estimated Accuracy
 HD0486;SPC MO C     -   236,970.      462,270.      MT  (+/- 180 meters Scaled)
 HD0486
 HD0486                          SUPERSEDED SURVEY CONTROL
 HD0486
 HD0486  NGVD 29 (??/??/92)  328.949  (m)         1079.23   (f) ADJ UNCH    2 0
 HD0486
 HD0486.Superseded values are not recommended for survey control.
 HD0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0486.See file dsdata.txt to determine how the superseded data were derived.
 HD0486
 HD0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC061022(NAD 83)
 HD0486_MARKER: N = NAIL
 HD0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0486_SP_SET: OAK TREE ROOT
 HD0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0486
 HD0486  HISTORY     - Date     Condition        Report By
 HD0486  HISTORY     - UNK      MONUMENTED       MOHC
 HD0486  HISTORY     - 1934     GOOD             NGS
 HD0486  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0486  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0486
 HD0486                          STATION DESCRIPTION
 HD0486
 HD0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0486'2.3 MI E FROM MACKS CREEK.
 HD0486'2.3 MILES EAST ALONG U.S. HIGHWAY 54 FROM MACKS CREEK, 265 FEET
 HD0486'NORTHWEST OF A FENCE LINE BETWEEN SECTIONS 8 AND 9, T 37 N,
 HD0486'R 18 W, 35 FEET NORTHEAST OF THE HIGHWAY, AT THE JUNCTION OF A
 HD0486'ROAD LEADING NORTH, AND IN THE ROOT ON THE SOUTHWEST SIDE OF
 HD0486'A 20-INCH OAK TREE.  AN IRON NAIL AND WASHER.
 HD0486
 HD0486                          STATION RECOVERY (1978)
 HD0486
 HD0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0486'MARK NOT FOUND.
 HD0486
 HD0486                          STATION RECOVERY (1978)
 HD0486
 HD0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0003 ***********************************************************************
 JD0003  DESIGNATION -  108 CAP
 JD0003  PID         -  JD0003
 JD0003  STATE/COUNTY-  MO/COLE
 JD0003  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0003
 JD0003                         *CURRENT SURVEY CONTROL
 JD0003  ___________________________________________________________________
 JD0003* NAD 83(1986)-  38 35 56.     (N)    092 12 03.     (W)     SCALED    
 JD0003* NAVD 88     -       168.436  (meters)     552.61   (feet)  POSTED    
 JD0003  ___________________________________________________________________
 JD0003  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD0003  DYNAMIC HT  -         168.320 (meters)     552.23  (feet)  COMP
 JD0003  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 JD0003
 JD0003  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JD0003
 JD0003.The horizontal coordinates were scaled from a topographic map and have
 JD0003.an estimated accuracy of +/- 6 seconds.
 JD0003
 JD0003.The orthometric height was determined by differential leveling
 JD0003.and adjusted by the National Geodetic Survey in 1992..
 JD0003.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JD0003.rate greater than 8.0 mm/km.
 JD0003
 JD0003.The geoid height was determined by GEOID03.
 JD0003
 JD0003.The dynamic height is computed by dividing the NAVD 88
 JD0003.geopotential number by the normal gravity value computed on the
 JD0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0003.degrees latitude (g = 980.6199 gals.).
 JD0003
 JD0003.The modeled gravity was interpolated from observed gravity values.
 JD0003
 JD0003;                    North         East    Units  Estimated Accuracy
 JD0003;SPC MO C     -   306,950.      526,060.      MT  (+/- 180 meters Scaled)
 JD0003
 JD0003                          SUPERSEDED SURVEY CONTROL
 JD0003
 JD0003  NGVD 29 (??/??/92)  168.364  (m)          552.37   (f) ADJ UNCH    1 2
 JD0003
 JD0003.Superseded values are not recommended for survey control.
 JD0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0003.See file dsdata.txt to determine how the superseded data were derived.
 JD0003
 JD0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC695725(NAD 83)
 JD0003_MARKER: B = BOLT
 JD0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0003_SP_SET: STONE
 JD0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0003+STABILITY: SURFACE MOTION
 JD0003
 JD0003  HISTORY     - Date     Condition        Report By
 JD0003  HISTORY     - UNK      MONUMENTED       MORC
 JD0003  HISTORY     - 1946     GOOD             NGS
 JD0003  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD0003
 JD0003                          STATION DESCRIPTION
 JD0003
 JD0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0003'3.2 MI W FROM JEFFERSON CITY.
 JD0003'ABOUT 3.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0003'STATION AT JEFFERSON CITY, ABOUT 1.5 MILES SOUTHEAST OF COLE
 JD0003'JUNCTION, AND ACROSS THE TRACK FROM MILEPOST NO. 127-30, ABOUT 6
 JD0003'RAILS EAST OF A STONE AND CONCRETE CULVERT, 36 FEET SOUTH OF THE
 JD0003'CENTER LINE OF THE SOUTH TRACK, AND AT THE WEST POINT OF A BLUFF.
 JD0003'A COPPER BOLT LEADED INTO THE TOP OF A STONE WHICH IS ABOUT 3
 JD0003'FEET UNDER THE GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 JD0003'PIPE PROJECTING ABOUT 15 INCHES ABOVE THE GROUND AND BEARING A
 JD0003'MISSOURI RIVER COMMISSION CAP.
 JD0003
 JD0003                          STATION RECOVERY (1963)
 JD0003
 JD0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0885 ***********************************************************************
 JC0885  DESIGNATION -  1080.4
 JC0885  PID         -  JC0885
 JC0885  STATE/COUNTY-  MO/MARIES
 JC0885  USGS QUAD   -  VICHY (1980)
 JC0885
 JC0885                         *CURRENT SURVEY CONTROL
 JC0885  ___________________________________________________________________
 JC0885* NAD 83(1986)-  38 04 22.     (N)    091 46 13.     (W)     SCALED    
 JC0885* NAVD 88     -       329.700  (meters)    1081.69   (feet)  ADJUSTED  
 JC0885  ___________________________________________________________________
 JC0885  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JC0885  DYNAMIC HT  -         329.459 (meters)    1080.90  (feet)  COMP
 JC0885  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 JC0885
 JC0885  VERT ORDER  -  FIRST     CLASS II
 JC0885
 JC0885.The horizontal coordinates were scaled from a topographic map and have
 JC0885.an estimated accuracy of +/- 6 seconds.
 JC0885
 JC0885.The orthometric height was determined by differential leveling
 JC0885.and adjusted by the National Geodetic Survey in June 1991..
 JC0885
 JC0885.The geoid height was determined by GEOID03.
 JC0885
 JC0885.The dynamic height is computed by dividing the NAVD 88
 JC0885.geopotential number by the normal gravity value computed on the
 JC0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0885.degrees latitude (g = 980.6199 gals.).
 JC0885
 JC0885.The modeled gravity was interpolated from observed gravity values.
 JC0885
 JC0885;                    North         East    Units  Estimated Accuracy
 JC0885;SPC MO C     -   248,760.      564,030.      MT  (+/- 180 meters Scaled)
 JC0885
 JC0885                          SUPERSEDED SURVEY CONTROL
 JC0885
 JC0885  NGVD 29 (??/??/92)  329.66   (m)         1081.6    (f) COMPUTED    1 2
 JC0885
 JC0885.Superseded values are not recommended for survey control.
 JC0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0885.See file dsdata.txt to determine how the superseded data were derived.
 JC0885
 JC0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC078146(NAD 83)
 JC0885_MARKER: N = NAIL
 JC0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0885_SP_SET: OAK TREE
 JC0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0885
 JC0885  HISTORY     - Date     Condition        Report By
 JC0885  HISTORY     - UNK      MONUMENTED       USGS
 JC0885  HISTORY     - 1950     MARK NOT FOUND   NGS
 JC0885
 JC0885                          STATION DESCRIPTION
 JC0885
 JC0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0885'2.6 MI S FROM VICHY.
 JC0885'2.6 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT
 JC0885'VICHY, MARIES COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTHWEST,
 JC0885'50 FEET NORTH OF THE CENTERLINE OF THE ROAD, 17 FEET WEST OF THE
 JC0885'CENTERLINE OF THE HIGHWAY, IN A FENCE LINE, AT AN 18-INCH OAK TREE,
 JC0885'AND IN A ROOT ON THE WEST SIDE.  A U.S. GEOLOGICAL SURVEY STANDARD
 JC0885'COPPER NAIL AND WASHER.  NOTE-- THE TREE STUMP WAS FOUND BUT IT WAS
 JC0885'ROTTEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0031 ***********************************************************************
 HD0031  DESIGNATION -  1081.0
 HD0031  PID         -  HD0031
 HD0031  STATE/COUNTY-  MO/LACLEDE
 HD0031  USGS QUAD   -  RICHLAND (1976)
 HD0031
 HD0031                         *CURRENT SURVEY CONTROL
 HD0031  ___________________________________________________________________
 HD0031* NAD 83(1986)-  37 49 43.     (N)    092 29 39.     (W)     SCALED    
 HD0031* NAVD 88     -       329.623  (meters)    1081.44   (feet)  ADJUSTED  
 HD0031  ___________________________________________________________________
 HD0031  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HD0031  DYNAMIC HT  -         329.376 (meters)    1080.63  (feet)  COMP
 HD0031  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 HD0031
 HD0031  VERT ORDER  -  SECOND    CLASS 0
 HD0031
 HD0031.The horizontal coordinates were scaled from a topographic map and have
 HD0031.an estimated accuracy of +/- 6 seconds.
 HD0031
 HD0031.The orthometric height was determined by differential leveling
 HD0031.and adjusted by the National Geodetic Survey in June 1991..
 HD0031
 HD0031.The geoid height was determined by GEOID03.
 HD0031
 HD0031.The dynamic height is computed by dividing the NAVD 88
 HD0031.geopotential number by the normal gravity value computed on the
 HD0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0031.degrees latitude (g = 980.6199 gals.).
 HD0031
 HD0031.The modeled gravity was interpolated from observed gravity values.
 HD0031
 HD0031;                    North         East    Units  Estimated Accuracy
 HD0031;SPC MO C     -   221,410.      500,510.      MT  (+/- 180 meters Scaled)
 HD0031
 HD0031                          SUPERSEDED SURVEY CONTROL
 HD0031
 HD0031  NGVD 29 (??/??/92)  329.515  (m)         1081.08   (f) ADJ UNCH    2 0
 HD0031
 HD0031.Superseded values are not recommended for survey control.
 HD0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0031.See file dsdata.txt to determine how the superseded data were derived.
 HD0031
 HD0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB445869(NAD 83)
 HD0031_MARKER: Q = CHISELED SQUARE
 HD0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0031_SP_SET: CULVERT
 HD0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0031
 HD0031  HISTORY     - Date     Condition        Report By
 HD0031  HISTORY     - UNK      MONUMENTED       USGS
 HD0031  HISTORY     - 1938     GOOD             NGS
 HD0031
 HD0031                          STATION DESCRIPTION
 HD0031
 HD0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0031'1.5 MI NE FROM STOUTLAND.
 HD0031'1.5 MILES NORTHEAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY
 HD0031'FROM STOUTLAND, LACLEDE COUNTY, 50 YARDS NORTHWEST OF MILEPOST
 HD0031'166, 50 YARDS SOUTHWEST OF SEMAPHORE 1660, AT A CONCRETE BOX
 HD0031'CULVERT, ON THE CENTER OF THE TOP OF THE WEST HEADWALL, 12 FEET
 HD0031'WEST OF THE WEST RAIL, AND 5 FEET BELOW THE RAIL.  A 2-INCH
 HD0031'CHISELED SQUARE, PAINTED USBM 1081.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0483 ***********************************************************************
 HD0483  DESIGNATION -  1081.1
 HD0483  PID         -  HD0483
 HD0483  STATE/COUNTY-  MO/CAMDEN
 HD0483  USGS QUAD   -  MACKS CREEK (1982)
 HD0483
 HD0483                         *CURRENT SURVEY CONTROL
 HD0483  ___________________________________________________________________
 HD0483* NAD 83(1986)-  37 58 24.     (N)    092 53 51.     (W)     SCALED    
 HD0483* NAVD 88     -       329.989  (meters)    1082.64   (feet)  ADJUSTED  
 HD0483  ___________________________________________________________________
 HD0483  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HD0483  DYNAMIC HT  -         329.741 (meters)    1081.83  (feet)  COMP
 HD0483  MODELED GRAV-     979,869.5   (mgal)                       NAVD 88
 HD0483
 HD0483  VERT ORDER  -  SECOND    CLASS 0
 HD0483
 HD0483.The horizontal coordinates were scaled from a topographic map and have
 HD0483.an estimated accuracy of +/- 6 seconds.
 HD0483
 HD0483.The orthometric height was determined by differential leveling
 HD0483.and adjusted by the National Geodetic Survey in June 1991..
 HD0483
 HD0483.The geoid height was determined by GEOID03.
 HD0483
 HD0483.The dynamic height is computed by dividing the NAVD 88
 HD0483.geopotential number by the normal gravity value computed on the
 HD0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0483.degrees latitude (g = 980.6199 gals.).
 HD0483
 HD0483.The modeled gravity was interpolated from observed gravity values.
 HD0483
 HD0483;                    North         East    Units  Estimated Accuracy
 HD0483;SPC MO C     -   237,550.      465,080.      MT  (+/- 180 meters Scaled)
 HD0483
 HD0483                          SUPERSEDED SURVEY CONTROL
 HD0483
 HD0483  NGVD 29 (??/??/92)  329.881  (m)         1082.28   (f) ADJ UNCH    2 0
 HD0483
 HD0483.Superseded values are not recommended for survey control.
 HD0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0483.See file dsdata.txt to determine how the superseded data were derived.
 HD0483
 HD0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC090028(NAD 83)
 HD0483_MARKER: N = NAIL
 HD0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0483_SP_SET: OAK TREE ROOT
 HD0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0483
 HD0483  HISTORY     - Date     Condition        Report By
 HD0483  HISTORY     - UNK      MONUMENTED       USGS
 HD0483  HISTORY     - 1934     GOOD             NGS
 HD0483  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0483  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0483
 HD0483                          STATION DESCRIPTION
 HD0483
 HD0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0483'4.4 MI E FROM MACKS CREEK.
 HD0483'4.4 MILES EAST ALONG U.S. HIGHWAY 54 FROM MACKS CREEK, NEAR THE
 HD0483'SOUTH SIXTEENTH-CORNER OF SECTION 3, T 37 N, R 18 W, AT THE
 HD0483'INTERSECTION OF A ROAD LEADING SOUTH TO GREEN GABLES LODGE, 90
 HD0483'FEET EAST OF THE CENTERLINE OF THE ROAD, 37 FEET SOUTH OF THE
 HD0483'CENTERLINE OF THE HIGHWAY, AND IN A ROOT ON THE SOUTHWEST SIDE OF
 HD0483'A 12-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HD0483'COPPER NAIL AND WASHER.
 HD0483
 HD0483                          STATION RECOVERY (1978)
 HD0483
 HD0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0483'MARK NOT FOUND.
 HD0483
 HD0483                          STATION RECOVERY (1978)
 HD0483
 HD0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0382 ***********************************************************************
 HD0382  DESIGNATION -  1081.6
 HD0382  PID         -  HD0382
 HD0382  STATE/COUNTY-  MO/CAMDEN
 HD0382  USGS QUAD   -  DECATURVILLE (1975)
 HD0382
 HD0382                         *CURRENT SURVEY CONTROL
 HD0382  ___________________________________________________________________
 HD0382* NAD 83(1986)-  37 56 38.     (N)    092 42 40.     (W)     SCALED    
 HD0382* NAVD 88     -       330.324  (meters)    1083.74   (feet)  ADJUSTED  
 HD0382  ___________________________________________________________________
 HD0382  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HD0382  DYNAMIC HT  -         330.078 (meters)    1082.93  (feet)  COMP
 HD0382  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 HD0382
 HD0382  VERT ORDER  -  SECOND    CLASS 0
 HD0382
 HD0382.The horizontal coordinates were scaled from a topographic map and have
 HD0382.an estimated accuracy of +/- 6 seconds.
 HD0382
 HD0382.The orthometric height was determined by differential leveling
 HD0382.and adjusted by the National Geodetic Survey in June 1991..
 HD0382
 HD0382.The geoid height was determined by GEOID03.
 HD0382
 HD0382.The dynamic height is computed by dividing the NAVD 88
 HD0382.geopotential number by the normal gravity value computed on the
 HD0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0382.degrees latitude (g = 980.6199 gals.).
 HD0382
 HD0382.The modeled gravity was interpolated from observed gravity values.
 HD0382
 HD0382;                    North         East    Units  Estimated Accuracy
 HD0382;SPC MO C     -   234,230.      481,450.      MT  (+/- 180 meters Scaled)
 HD0382
 HD0382                          SUPERSEDED SURVEY CONTROL
 HD0382
 HD0382  NGVD 29 (??/??/92)  330.223  (m)         1083.41   (f) ADJ UNCH    2 0
 HD0382
 HD0382.Superseded values are not recommended for survey control.
 HD0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0382.See file dsdata.txt to determine how the superseded data were derived.
 HD0382
 HD0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB253996(NAD 83)
 HD0382_MARKER: Q = CHISELED SQUARE
 HD0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0382_SP_SET: CULVERT
 HD0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0382
 HD0382  HISTORY     - Date     Condition        Report By
 HD0382  HISTORY     - UNK      MONUMENTED       USGS
 HD0382  HISTORY     - 1934     GOOD             NGS
 HD0382
 HD0382                          STATION DESCRIPTION
 HD0382
 HD0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0382'2.8 MI N FROM DECATURVILLE.
 HD0382'2.8 MILES NORTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE,
 HD0382'AT A CONCRETE CULVERT, UNDER THE HIGHWAY, AND ON THE TOP OF
 HD0382'THE WEST CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0385 ***********************************************************************
 HD0385  DESIGNATION -  1085.72 RM
 HD0385  PID         -  HD0385
 HD0385  STATE/COUNTY-  MO/CAMDEN
 HD0385  USGS QUAD   -  DECATURVILLE (1975)
 HD0385
 HD0385                         *CURRENT SURVEY CONTROL
 HD0385  ___________________________________________________________________
 HD0385* NAD 83(1986)-  37 57 41.     (N)    092 42 03.     (W)     SCALED    
 HD0385* NAVD 88     -       331.051  (meters)    1086.12   (feet)  ADJUSTED  
 HD0385  ___________________________________________________________________
 HD0385  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HD0385  DYNAMIC HT  -         330.805 (meters)    1085.32  (feet)  COMP
 HD0385  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 HD0385
 HD0385  VERT ORDER  -  SECOND    CLASS 0
 HD0385
 HD0385.The horizontal coordinates were scaled from a topographic map and have
 HD0385.an estimated accuracy of +/- 6 seconds.
 HD0385
 HD0385.The orthometric height was determined by differential leveling
 HD0385.and adjusted by the National Geodetic Survey in June 1991..
 HD0385
 HD0385.The geoid height was determined by GEOID03.
 HD0385
 HD0385.The dynamic height is computed by dividing the NAVD 88
 HD0385.geopotential number by the normal gravity value computed on the
 HD0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0385.degrees latitude (g = 980.6199 gals.).
 HD0385
 HD0385.The modeled gravity was interpolated from observed gravity values.
 HD0385
 HD0385;                    North         East    Units  Estimated Accuracy
 HD0385;SPC MO C     -   236,170.      482,350.      MT  (+/- 180 meters Scaled)
 HD0385
 HD0385                          SUPERSEDED SURVEY CONTROL
 HD0385
 HD0385  NGVD 29 (??/??/92)  330.950  (m)         1085.79   (f) ADJ UNCH    2 0
 HD0385
 HD0385.Superseded values are not recommended for survey control.
 HD0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0385.See file dsdata.txt to determine how the superseded data were derived.
 HD0385
 HD0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC262015(NAD 83)
 HD0385_MARKER: N = NAIL
 HD0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0385_SP_SET: OAK TREE ROOT
 HD0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0385
 HD0385  HISTORY     - Date     Condition        Report By
 HD0385  HISTORY     - UNK      MONUMENTED       USGS
 HD0385  HISTORY     - 1934     GOOD             NGS
 HD0385
 HD0385                          STATION DESCRIPTION
 HD0385
 HD0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0385'4.2 MI N FROM DECATURVILLE.
 HD0385'4.2 MILES NORTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE, 105
 HD0385'FEET SOUTH AND 45 FEET EAST OF BENCH MARK PTS 26 (USGS) DESCRIBED
 HD0385'ABOVE, IN THE SOUTHWEST CORNER OF THE CHURCHYARD, 25 FEET
 HD0385'WEST OF THE SOUTHWEST CORNER OF THE CHURCH, AT AN 18-INCH
 HD0385'OAK TREE, AND IN A ROOT ON THE WEST SIDE OF THE TREE.  A UNITED
 HD0385'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0469 ***********************************************************************
 JD0469  DESIGNATION -  1089
 JD0469  PID         -  JD0469
 JD0469  STATE/COUNTY-  MO/COOPER
 JD0469  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0469
 JD0469                         *CURRENT SURVEY CONTROL
 JD0469  ___________________________________________________________________
 JD0469* NAD 83(1986)-  38 57 42.     (N)    092 59 52.     (W)     SCALED    
 JD0469* NAVD 88     -       216.987  (meters)     711.90   (feet)  ADJUSTED  
 JD0469  ___________________________________________________________________
 JD0469  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0469  DYNAMIC HT  -         216.849 (meters)     711.45  (feet)  COMP
 JD0469  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JD0469
 JD0469  VERT ORDER  -  SECOND    CLASS 0
 JD0469
 JD0469.The horizontal coordinates were scaled from a topographic map and have
 JD0469.an estimated accuracy of +/- 6 seconds.
 JD0469
 JD0469.The orthometric height was determined by differential leveling
 JD0469.and adjusted by the National Geodetic Survey in June 1991..
 JD0469
 JD0469.The geoid height was determined by GEOID03.
 JD0469
 JD0469.The dynamic height is computed by dividing the NAVD 88
 JD0469.geopotential number by the normal gravity value computed on the
 JD0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0469.degrees latitude (g = 980.6199 gals.).
 JD0469
 JD0469.The modeled gravity was interpolated from observed gravity values.
 JD0469
 JD0469;                    North         East    Units  Estimated Accuracy
 JD0469;SPC MO C     -   347,290.      456,860.      MT  (+/- 180 meters Scaled)
 JD0469
 JD0469                          SUPERSEDED SURVEY CONTROL
 JD0469
 JD0469  NGVD 29 (??/??/92)  216.910  (m)          711.65   (f) ADJ UNCH    2 0
 JD0469
 JD0469.Superseded values are not recommended for survey control.
 JD0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0469.See file dsdata.txt to determine how the superseded data were derived.
 JD0469
 JD0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD001125(NAD 83)
 JD0469_MARKER: DD = SURVEY DISK
 JD0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0469_STAMPING: 1089 CWA 1934
 JD0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0469+STABILITY: SURFACE MOTION
 JD0469
 JD0469  HISTORY     - Date     Condition        Report By
 JD0469  HISTORY     - 1934     MONUMENTED       CGS
 JD0469  HISTORY     - 1962     GOOD             NGS
 JD0469
 JD0469                          STATION DESCRIPTION
 JD0469
 JD0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0469'1.8 MI S FROM BLACKWATER.
 JD0469'ABOUT 1.8 MILES SOUTH ALONG COUNTY ROAD K FROM THE RAILROAD
 JD0469'STATION AT BLACKWATER, AT A POINT WHERE COUNTY ROAD K TURNS
 JD0469'EAST, ON THE INSIDE OF A SHARP CURVE, 29 FEET EAST OF THE
 JD0469'CENTERLINE OF THE COUNTY ROAD, 11.2 FEET SOUTH OF A TELEPHONE
 JD0469'POLE WITH A GUY WIRE, 1.9 FEET WEST OF A FENCE, 1.3 FEET NORTH
 JD0469'OF A WITNESS POST, ABOUT 4 FEET ABOVE THE ROAD, AND SET IN THE
 JD0469'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0990 ***********************************************************************
 LF0990  DESIGNATION -  109/3 BOLT
 LF0990  PID         -  LF0990
 LF0990  STATE/COUNTY-  MO/ATCHISON
 LF0990  USGS QUAD   -  HAMBURG (1984)
 LF0990
 LF0990                         *CURRENT SURVEY CONTROL
 LF0990  ___________________________________________________________________
 LF0990* NAD 83(1986)-  40 35 05.     (N)    095 44 07.     (W)     SCALED    
 LF0990* NAVD 88     -       276.038  (meters)     905.63   (feet)  ADJUSTED  
 LF0990  ___________________________________________________________________
 LF0990  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LF0990  DYNAMIC HT  -         275.892 (meters)     905.16  (feet)  COMP
 LF0990  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 LF0990
 LF0990  VERT ORDER  -  SECOND    CLASS 0
 LF0990
 LF0990.The horizontal coordinates were scaled from a topographic map and have
 LF0990.an estimated accuracy of +/- 6 seconds.
 LF0990
 LF0990.The orthometric height was determined by differential leveling
 LF0990.and adjusted by the National Geodetic Survey in June 1991..
 LF0990
 LF0990.The geoid height was determined by GEOID03.
 LF0990
 LF0990.The dynamic height is computed by dividing the NAVD 88
 LF0990.geopotential number by the normal gravity value computed on the
 LF0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0990.degrees latitude (g = 980.6199 gals.).
 LF0990
 LF0990.The modeled gravity was interpolated from observed gravity values.
 LF0990
 LF0990;                    North         East    Units  Estimated Accuracy
 LF0990;SPC MO W     -   491,130.      745,430.      MT  (+/- 180 meters Scaled)
 LF0990
 LF0990                          SUPERSEDED SURVEY CONTROL
 LF0990
 LF0990  NGVD 29 (??/??/92)  275.938  (m)          905.31   (f) ADJ UNCH    2 0
 LF0990
 LF0990.Superseded values are not recommended for survey control.
 LF0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0990.See file dsdata.txt to determine how the superseded data were derived.
 LF0990
 LF0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685962(NAD 83)
 LF0990_MARKER: B = BOLT
 LF0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0990_SP_SET: STONE
 LF0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0990
 LF0990  HISTORY     - Date     Condition        Report By
 LF0990  HISTORY     - UNK      MONUMENTED       MORC
 LF0990  HISTORY     - 1948     GOOD             NGS
 LF0990  HISTORY     - 1961     GOOD             NGS
 LF0990
 LF0990                          STATION DESCRIPTION
 LF0990
 LF0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0990'5.1 MI NW FROM HAMBURG.
 LF0990'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0990'RAILROAD FROM THE STATION AT HAMBURG, THENCE 2.3 MILES WEST
 LF0990'ALONG A TAR ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD,
 LF0990'THENCE 1.1 MILES SOUTH ALONG A GRAVEL ROAD, IN THE SOUTHEAST
 LF0990'QUARTER OF A PUBLIC ROAD CROSSING, ABOUT 0.1 MILE NORTH OF A
 LF0990'WHITE FARMHOUSE, 34.0 FEET EAST OF THE CENTER LINE OF THE
 LF0990'NORTH-SOUTH ROAD, 30.0 FEET SOUTH OF THE CENTER LINE OF THE
 LF0990'ESAT-WEST ROAD, 22.0 FEET NORTHEAST OF THE EAST END OF A
 LF0990'CORRUGATED IRON PIPE CULVERT, 1.7 FEET EAST OF A 4 X 4 REFERENCE
 LF0990'POST, A COPPER BOLT LEADED IN STONE SET ABOUT 4.0 FEET BELOW
 LF0990'THE SURFACE OF THE GROUND ACCESS TO WHICH IS HAD THROUGH AN
 LF0990'IRON PIPE BEARING A MISSOURI RIVER COMMISSION CAP.
 LF0990
 LF0990                          STATION RECOVERY (1961)
 LF0990
 LF0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0989 ***********************************************************************
 LF0989  DESIGNATION -  109/3 CAP
 LF0989  PID         -  LF0989
 LF0989  STATE/COUNTY-  MO/ATCHISON
 LF0989  USGS QUAD   -  HAMBURG (1984)
 LF0989
 LF0989                         *CURRENT SURVEY CONTROL
 LF0989  ___________________________________________________________________
 LF0989* NAD 83(1986)-  40 35 06.     (N)    095 44 07.     (W)     SCALED    
 LF0989* NAVD 88     -       277.280  (meters)     909.71   (feet)  ADJUSTED  
 LF0989  ___________________________________________________________________
 LF0989  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LF0989  DYNAMIC HT  -         277.133 (meters)     909.23  (feet)  COMP
 LF0989  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 LF0989
 LF0989  VERT ORDER  -  SECOND    CLASS 0
 LF0989
 LF0989.The horizontal coordinates were scaled from a topographic map and have
 LF0989.an estimated accuracy of +/- 6 seconds.
 LF0989
 LF0989.The orthometric height was determined by differential leveling
 LF0989.and adjusted by the National Geodetic Survey in June 1991..
 LF0989
 LF0989.The geoid height was determined by GEOID03.
 LF0989
 LF0989.The dynamic height is computed by dividing the NAVD 88
 LF0989.geopotential number by the normal gravity value computed on the
 LF0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0989.degrees latitude (g = 980.6199 gals.).
 LF0989
 LF0989.The modeled gravity was interpolated from observed gravity values.
 LF0989
 LF0989;                    North         East    Units  Estimated Accuracy
 LF0989;SPC MO W     -   491,160.      745,430.      MT  (+/- 180 meters Scaled)
 LF0989
 LF0989                          SUPERSEDED SURVEY CONTROL
 LF0989
 LF0989  NGVD 29 (??/??/92)  277.244  (m)          909.59   (f) ADJ UNCH    2 0
 LF0989
 LF0989.Superseded values are not recommended for survey control.
 LF0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0989.See file dsdata.txt to determine how the superseded data were derived.
 LF0989
 LF0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685962(NAD 83)
 LF0989_MARKER: P = PIPE CAP
 LF0989_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0989_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0989
 LF0989  HISTORY     - Date     Condition        Report By
 LF0989  HISTORY     - UNK      MONUMENTED       MORC
 LF0989  HISTORY     - 1948     GOOD             NGS
 LF0989  HISTORY     - 1961     GOOD             NGS
 LF0989
 LF0989                          STATION DESCRIPTION
 LF0989
 LF0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0989'5.1 MI NW FROM HAMBURG.
 LF0989'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0989'RAILROAD FROM THE STATION AT HAMBURG, THENCE 2.3 MILES WEST ALONG
 LF0989'A TAR ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE
 LF0989'1.1 MILES SOUTH ALONG A GRAVEL ROAD, IN THE SOUTHEAST QUARTER
 LF0989'OF A PUBLIC ROAD CROSSING, ABOUT 0.1 MILE NORTH OF A WHITE
 LF0989'FARMHOUSE, 34.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LF0989'ROAD, 30.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LF0989'22.0 FEET NORTHEAST OF THE EAST END OF A CORRUGATED IRON PIPE
 LF0989'CULVERT, 1.7 FEET EAST OF A 4 X 4 REFERENCE POST, A MISSOURI
 LF0989'RIVER COMMISSION CAP SET ON TOP OF AN IRON PIPE WHICH PROJECTS
 LF0989'0.3 FOOT ABOVE THE GROUND.  NOTE-- CAP WAS LEVELED TO, REMOVED
 LF0989'AND REPLACED AND RELEVELED TO IN AUGUST 1948.
 LF0989
 LF0989                          STATION RECOVERY (1961)
 LF0989
 LF0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1155 ***********************************************************************
 JD1155  DESIGNATION -  1094
 JD1155  PID         -  JD1155
 JD1155  STATE/COUNTY-  MO/PETTIS
 JD1155  USGS QUAD   -  BEAMAN (1978)
 JD1155
 JD1155                         *CURRENT SURVEY CONTROL
 JD1155  ___________________________________________________________________
 JD1155* NAD 83(1986)-  38 51 17.     (N)    093 14 59.     (W)     SCALED    
 JD1155* NAVD 88     -       249.459  (meters)     818.43   (feet)  ADJUSTED  
 JD1155  ___________________________________________________________________
 JD1155  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1155  DYNAMIC HT  -         249.297 (meters)     817.90  (feet)  COMP
 JD1155  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 JD1155
 JD1155  VERT ORDER  -  SECOND    CLASS 0
 JD1155
 JD1155.The horizontal coordinates were scaled from a topographic map and have
 JD1155.an estimated accuracy of +/- 6 seconds.
 JD1155
 JD1155.The orthometric height was determined by differential leveling
 JD1155.and adjusted by the National Geodetic Survey in June 1991..
 JD1155
 JD1155.The geoid height was determined by GEOID03.
 JD1155
 JD1155.The dynamic height is computed by dividing the NAVD 88
 JD1155.geopotential number by the normal gravity value computed on the
 JD1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1155.degrees latitude (g = 980.6199 gals.).
 JD1155
 JD1155.The modeled gravity was interpolated from observed gravity values.
 JD1155
 JD1155;                    North         East    Units  Estimated Accuracy
 JD1155;SPC MO C     -   335,570.      434,930.      MT  (+/- 180 meters Scaled)
 JD1155
 JD1155                          SUPERSEDED SURVEY CONTROL
 JD1155
 JD1155  NGVD 29 (??/??/92)  249.371  (m)          818.14   (f) ADJ UNCH    2 0
 JD1155
 JD1155.Superseded values are not recommended for survey control.
 JD1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1155.See file dsdata.txt to determine how the superseded data were derived.
 JD1155
 JD1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD783006(NAD 83)
 JD1155_MARKER: DD = SURVEY DISK
 JD1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1155_STAMPING: 1094 CWA 1934
 JD1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1155+STABILITY: SURFACE MOTION
 JD1155
 JD1155  HISTORY     - Date     Condition        Report By
 JD1155  HISTORY     - 1934     MONUMENTED       USGS
 JD1155  HISTORY     - 1963     GOOD             NGS
 JD1155
 JD1155                          STATION DESCRIPTION
 JD1155
 JD1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1155'12.4 MI NW FROM SEDALIA.
 JD1155'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1155'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S. HIGHWAY
 JD1155'65, THENCE 2.05 MILES SOUTHWEST ALONG HIGHWAY D, 175 FEET SOUTHWEST
 JD1155'OF THE CENTER OF A ROAD INTERSECTION, 164 FEET SOUTH OF THE
 JD1155'CENTERLINE OF THE HIGHWAY, 28 FEET WEST OF THE CENTERLINE OF
 JD1155'A NORTH-SOUTH ROAD, 23 FEET NORTH OF THE CENTERLINE OF THE EAST
 JD1155'ENTRANCE TO THE HIGH HILL CEMETERY, 1.5 FEET EAST OF A FENCE, 0.8
 JD1155'FOOT SOUTH OF A WITNESS POST ABOUT LEVEL WITH THE NORTH-SOUTH
 JD1155'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0380 ***********************************************************************
 HD0380  DESIGNATION -  1096.1
 HD0380  PID         -  HD0380
 HD0380  STATE/COUNTY-  MO/CAMDEN
 HD0380  USGS QUAD   -  DECATURVILLE (1975)
 HD0380
 HD0380                         *CURRENT SURVEY CONTROL
 HD0380  ___________________________________________________________________
 HD0380* NAD 83(1986)-  37 56 15.     (N)    092 42 33.     (W)     SCALED    
 HD0380* NAVD 88     -       334.748  (meters)    1098.25   (feet)  ADJUSTED  
 HD0380  ___________________________________________________________________
 HD0380  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HD0380  DYNAMIC HT  -         334.498 (meters)    1097.43  (feet)  COMP
 HD0380  MODELED GRAV-     979,873.2   (mgal)                       NAVD 88
 HD0380
 HD0380  VERT ORDER  -  SECOND    CLASS 0
 HD0380
 HD0380.The horizontal coordinates were scaled from a topographic map and have
 HD0380.an estimated accuracy of +/- 6 seconds.
 HD0380
 HD0380.The orthometric height was determined by differential leveling
 HD0380.and adjusted by the National Geodetic Survey in June 1991..
 HD0380
 HD0380.The geoid height was determined by GEOID03.
 HD0380
 HD0380.The dynamic height is computed by dividing the NAVD 88
 HD0380.geopotential number by the normal gravity value computed on the
 HD0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0380.degrees latitude (g = 980.6199 gals.).
 HD0380
 HD0380.The modeled gravity was interpolated from observed gravity values.
 HD0380
 HD0380;                    North         East    Units  Estimated Accuracy
 HD0380;SPC MO C     -   233,520.      481,610.      MT  (+/- 180 meters Scaled)
 HD0380
 HD0380                          SUPERSEDED SURVEY CONTROL
 HD0380
 HD0380  NGVD 29 (??/??/92)  334.646  (m)         1097.92   (f) ADJ UNCH    2 0
 HD0380
 HD0380.Superseded values are not recommended for survey control.
 HD0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0380.See file dsdata.txt to determine how the superseded data were derived.
 HD0380
 HD0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB255989(NAD 83)
 HD0380_MARKER: Q = CHISELED SQUARE
 HD0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0380_SP_SET: CULVERT
 HD0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0380
 HD0380  HISTORY     - Date     Condition        Report By
 HD0380  HISTORY     - UNK      MONUMENTED       USGS
 HD0380  HISTORY     - 1934     GOOD             NGS
 HD0380
 HD0380                          STATION DESCRIPTION
 HD0380
 HD0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0380'2.3 MI N FROM DECATURVILLE.
 HD0380'2.3 MILES NORTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE, AT A
 HD0380'CONCRETE CULVERT UNDER THE HIGHWAY, AND ON THE TOP OF THE
 HD0380'WEST CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0344 ***********************************************************************
 KE0344  DESIGNATION -  11
 KE0344  PID         -  KE0344
 KE0344  STATE/COUNTY-  MO/BUCHANAN
 KE0344  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0344
 KE0344                         *CURRENT SURVEY CONTROL
 KE0344  ___________________________________________________________________
 KE0344* NAD 83(1986)-  39 43 08.     (N)    094 51 57.     (W)     SCALED    
 KE0344* NAVD 88     -       249.570  (meters)     818.80   (feet)  ADJUSTED  
 KE0344  ___________________________________________________________________
 KE0344  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KE0344  DYNAMIC HT  -         249.422 (meters)     818.31  (feet)  COMP
 KE0344  MODELED GRAV-     980,030.3   (mgal)                       NAVD 88
 KE0344
 KE0344  VERT ORDER  -  FIRST     CLASS II
 KE0344
 KE0344.The horizontal coordinates were scaled from a topographic map and have
 KE0344.an estimated accuracy of +/- 6 seconds.
 KE0344
 KE0344.The orthometric height was determined by differential leveling
 KE0344.and adjusted by the National Geodetic Survey in June 1991..
 KE0344.WARNING-Repeat measurements at this control monument indicate possible
 KE0344.vertical movement.
 KE0344
 KE0344.The geoid height was determined by GEOID03.
 KE0344
 KE0344.The dynamic height is computed by dividing the NAVD 88
 KE0344.geopotential number by the normal gravity value computed on the
 KE0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0344.degrees latitude (g = 980.6199 gals.).
 KE0344
 KE0344.The modeled gravity was interpolated from observed gravity values.
 KE0344
 KE0344;                    North         East    Units  Estimated Accuracy
 KE0344;SPC MO W     -   394,320.      818,630.      MT  (+/- 180 meters Scaled)
 KE0344
 KE0344                          SUPERSEDED SURVEY CONTROL
 KE0344
 KE0344  NGVD 29 (??/??/92)  249.469  (m)          818.47   (f) ADJ UNCH    1 2
 KE0344
 KE0344.Superseded values are not recommended for survey control.
 KE0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0344.See file dsdata.txt to determine how the superseded data were derived.
 KE0344
 KE0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD400982(NAD 83)
 KE0344_MARKER: DB = BENCH MARK DISK
 KE0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0344_SP_SET: CONCRETE POST
 KE0344_STAMPING: 11
 KE0344_MARK LOGO: MO7070
 KE0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0344+STABILITY: SURFACE MOTION
 KE0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0344+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 KE0344
 KE0344  HISTORY     - Date     Condition        Report By
 KE0344  HISTORY     - UNK      MONUMENTED       MO7070
 KE0344  HISTORY     - 1948     GOOD             NGS
 KE0344  HISTORY     - 1958     GOOD             NGS
 KE0344  HISTORY     - 1975     GOOD             LOCENG
 KE0344  HISTORY     - 19890812 GOOD             NGS
 KE0344  HISTORY     - 20060506 GOOD             GEOCAC
 KE0344
 KE0344                          STATION DESCRIPTION
 KE0344
 KE0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0344'AT ST JOSEPH.
 KE0344'AT ST. JOSEPH, IN THE SOUTHERN SECTION OF THE CITY THAT IS
 KE0344'LOCALLY KNOWN AS SOUTH ST. JOSEPH, AT THE INTERSECTION OF
 KE0344'LAKE AVENUE, CHEROKEE STREET AND GORDON AVENUE, 29.4 FEET NORTH
 KE0344'OF THE NORTH CURB OF CHEROKEE STREET, 25.5 FEET EAST OF THE
 KE0344'PROJECTED EAST CURB OF GORDON AVE., 1.3 FEET SOUTHEAST OF THE
 KE0344'SOUTHEAST CURB OF LAKE AVE., 3.0 FEET WEST OF A POINT 8.0 FEET
 KE0344'NORTH AND IN LINE WITH A 5.5 FEET NORTH-SOUTH SECTION OF THE
 KE0344'WEST CORNER OF THE BUILDING OF THE PEPSI-COLA BOTTLING CO.,
 KE0344'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 KE0344'NOTE-- THE MARK IS 4 FEET NORTHEAST OF A POWER POLE.
 KE0344
 KE0344                          STATION RECOVERY (1958)
 KE0344
 KE0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0344'RECOVERED IN GOOD CONDITION.
 KE0344
 KE0344                          STATION RECOVERY (1975)
 KE0344
 KE0344'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 KE0344'RECOVERED IN GOOD CONDITION.
 KE0344
 KE0344                          STATION RECOVERY (1989)
 KE0344
 KE0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0344'RECOVERED IN GOOD CONDITION.
 KE0344
 KE0344                          STATION RECOVERY (2006)
 KE0344
 KE0344'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0344'HH2 N39 43 10.5 W94 51 54.9 (NAD83)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0358 ***********************************************************************
 JE0358  DESIGNATION -  11 A
 JE0358  PID         -  JE0358
 JE0358  STATE/COUNTY-  MO/BATES
 JE0358  USGS QUAD   -  ADRIAN (1981)
 JE0358
 JE0358                         *CURRENT SURVEY CONTROL
 JE0358  ___________________________________________________________________
 JE0358* NAD 83(1986)-  38 26 43.     (N)    094 21 25.     (W)     SCALED    
 JE0358* NAVD 88     -       244.138  (meters)     800.98   (feet)  ADJUSTED  
 JE0358  ___________________________________________________________________
 JE0358  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0358  DYNAMIC HT  -         243.966 (meters)     800.41  (feet)  COMP
 JE0358  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 JE0358
 JE0358  VERT ORDER  -  FIRST     CLASS II
 JE0358
 JE0358.The horizontal coordinates were scaled from a topographic map and have
 JE0358.an estimated accuracy of +/- 6 seconds.
 JE0358
 JE0358.The orthometric height was determined by differential leveling
 JE0358.and adjusted by the National Geodetic Survey in June 1991..
 JE0358.WARNING-Repeat measurements at this control monument indicate possible
 JE0358.vertical movement.
 JE0358
 JE0358.The geoid height was determined by GEOID03.
 JE0358
 JE0358.The dynamic height is computed by dividing the NAVD 88
 JE0358.geopotential number by the normal gravity value computed on the
 JE0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0358.degrees latitude (g = 980.6199 gals.).
 JE0358
 JE0358.The modeled gravity was interpolated from observed gravity values.
 JE0358
 JE0358;                    North         East    Units  Estimated Accuracy
 JE0358;SPC MO W     -   252,880.      862,490.      MT  (+/- 180 meters Scaled)
 JE0358
 JE0358                          SUPERSEDED SURVEY CONTROL
 JE0358
 JE0358  NGVD 29 (??/??/92)  244.019  (m)          800.59   (f) ADJ UNCH    1 2
 JE0358
 JE0358.Superseded values are not recommended for survey control.
 JE0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0358.See file dsdata.txt to determine how the superseded data were derived.
 JE0358
 JE0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC815560(NAD 83)
 JE0358_MARKER: Q = CHISELED SQUARE
 JE0358_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE0358_SP_SET: CONCRETE ABUTMENT
 JE0358_MARK LOGO: NONE  
 JE0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0358
 JE0358  HISTORY     - Date     Condition        Report By
 JE0358  HISTORY     - 1938     MONUMENTED       USGS
 JE0358  HISTORY     - 1963     GOOD             NGS
 JE0358
 JE0358                          STATION DESCRIPTION
 JE0358
 JE0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0358'3.4 MI N FROM ADRIAN.
 JE0358'ABOUT 3.35 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0358'THE STATION AT ADRIAN, OR ABOUT 2.45 MILES SOUTH ALONG THE
 JE0358'MISSOURI PACIFIC RAILROAD FROM THE STATION AT ARCHIE, SET IN
 JE0358'THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 JE0358'STEEL BRIDGE OVER MORMAN FORK OF THE SOUTH GRAND RIVER, 4.6
 JE0358'FEET EAST OF THE EAST RAIL, 3.0 FEET WEST OF THE EAST END OF
 JE0358'THE ABUTMENT, 1 1/2 FEET SOUTHWEST OF THE SOUTH END OF THE EAST
 JE0358'STEEL GIRDER, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0127 ***********************************************************************
 JC0127  DESIGNATION -  11 BOLT
 JC0127  PID         -  JC0127
 JC0127  STATE/COUNTY-  MO/ST LOUIS
 JC0127  USGS QUAD   -  FLORISSANT (1998)
 JC0127
 JC0127                         *CURRENT SURVEY CONTROL
 JC0127  ___________________________________________________________________
 JC0127* NAD 83(1986)-  38 51 54.     (N)    090 17 43.     (W)     SCALED    
 JC0127* NAVD 88     -       132.08   (+/-2cm)     433.3    (feet)  VERTCON   
 JC0127  ___________________________________________________________________
 JC0127  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JC0127
 JC0127  VERT ORDER  -  ? (See Below)
 JC0127
 JC0127.The horizontal coordinates were scaled from a topographic map and have
 JC0127.an estimated accuracy of +/- 6 seconds.
 JC0127
 JC0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0127.The vertical order pertains to the NGVD 29 superseded value.
 JC0127
 JC0127.The geoid height was determined by GEOID03.
 JC0127
 JC0127;                    North         East    Units  Estimated Accuracy
 JC0127;SPC MO E     -   336,470.      267,770.      MT  (+/- 180 meters Scaled)
 JC0127
 JC0127                          SUPERSEDED SURVEY CONTROL
 JC0127
 JC0127  NGVD 29 (??/??/92)  132.087  (m)          433.36   (f) ADJ UNCH    ?  
 JC0127
 JC0127.Superseded values are not recommended for survey control.
 JC0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0127.See file dsdata.txt to determine how the superseded data were derived.
 JC0127
 JC0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD346052(NAD 83)
 JC0127_MARKER: B = BOLT
 JC0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0127_SP_SET: STONE
 JC0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0127+STABILITY: SURFACE MOTION
 JC0127
 JC0127  HISTORY     - Date     Condition        Report By
 JC0127  HISTORY     - UNK      MONUMENTED       MORC
 JC0127  HISTORY     - 1934     GOOD             NGS
 JC0127
 JC0127                          STATION DESCRIPTION
 JC0127
 JC0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0127'4.5 MI NW FROM FORT BELLEFONTAINE.
 JC0127'ABOUT 4-1/2 MILES NORTHWEST OF THE LEWIS AND CLARK TOLL BRIDGE
 JC0127'OVER THE MISSOURI RIVER AT FORT BELLEFONTAINE, ST. LOUIS COUNTY,
 JC0127'ABOUT 3/4 MILE NORTH OF THE INTERSECTION OF CARRICO AND
 JC0127'ACCOMMODIATION ROADS, SOUTH OF THE CENTER OF PELICAN TOWHEAD
 JC0127'ISLAND, IN A NARROW STRIP OF TIMBER AT THE FOOT OF A BLUFF AND
 JC0127'AT THE SOUTH EDGE OF A CULTIVATED FIELD, 40 YARDS WEST OF THE
 JC0127'MOUTH OF A RAVINE COMING OUT OF A HIGH BLUFF ONTO A ROCK POINT
 JC0127'40 FEET ABOVE THE ELEVATION OF THE BOTTOM LAND, AND IN THE PATH
 JC0127'LEADING UP THE BLUFF THROUGH THE RAVINE.  A COPPER BOLT LEADED
 JC0127'IN THE TOP OF A STONE 18 INCHES SQUARE AND SET ABOUT 4 FEET
 JC0127'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0128 ***********************************************************************
 JC0128  DESIGNATION -  11 CAP
 JC0128  PID         -  JC0128
 JC0128  STATE/COUNTY-  MO/ST LOUIS
 JC0128  USGS QUAD   -  FLORISSANT (1998)
 JC0128
 JC0128                         *CURRENT SURVEY CONTROL
 JC0128  ___________________________________________________________________
 JC0128* NAD 83(1986)-  38 51 54.     (N)    090 17 43.     (W)     SCALED    
 JC0128* NAVD 88     -       133.32   (+/-2cm)     437.4    (feet)  VERTCON   
 JC0128  ___________________________________________________________________
 JC0128  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JC0128
 JC0128  VERT ORDER  -  ? (See Below)
 JC0128
 JC0128.The horizontal coordinates were scaled from a topographic map and have
 JC0128.an estimated accuracy of +/- 6 seconds.
 JC0128
 JC0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0128.The vertical order pertains to the NGVD 29 superseded value.
 JC0128
 JC0128.The geoid height was determined by GEOID03.
 JC0128
 JC0128;                    North         East    Units  Estimated Accuracy
 JC0128;SPC MO E     -   336,470.      267,770.      MT  (+/- 180 meters Scaled)
 JC0128
 JC0128                          SUPERSEDED SURVEY CONTROL
 JC0128
 JC0128  NGVD 29 (??/??/92)  133.326  (m)          437.42   (f) ADJ UNCH    ?  
 JC0128
 JC0128.Superseded values are not recommended for survey control.
 JC0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0128.See file dsdata.txt to determine how the superseded data were derived.
 JC0128
 JC0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD346052(NAD 83)
 JC0128_MARKER: P = PIPE CAP
 JC0128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0128_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0128
 JC0128  HISTORY     - Date     Condition        Report By
 JC0128  HISTORY     - UNK      MONUMENTED       MORC
 JC0128  HISTORY     - 1934     GOOD             NGS
 JC0128
 JC0128                          STATION DESCRIPTION
 JC0128
 JC0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0128'4.5 MI NW FROM FORT BELLEFONTAINE.
 JC0128'ABOUT 4-1/2 MILES NORTHWEST OF THE LEWIS AND CLARK TOLL BRIDGE
 JC0128'OVER THE MISSOURI RIVER AT FORT BELLEFONTAINE, ST. LOUIS COUNTY,
 JC0128'ABOUT 3/4 MILE NORTH OF THE INTERSECTION OF CARRICO AND
 JC0128'ACCOMMODIATION ROADS, SOUTH OF THE CENTER OF PELICAN TOWHEAD
 JC0128'ISLAND, IN A NARROW STRIP OF TIMER AT THE FOOT OF A BLUFF AND
 JC0128'AT THE SOUTH EDGE OF A CULTIVATED FIELD, 40 YARDS WEST OF THE
 JC0128'MOUTH OF RAVINE COMING OUT OF A HIGH BLUFF ONTO A ROCK POINT
 JC0128'40 FEET ABOVE THE ELEVATION OF THE BOTTOM LAND, AND IN THE PATH
 JC0128'LEADING UP THE BLUFF THROUGH THE RAVINE.  AN IRON PIPE PROJECTING
 JC0128'3 INCHES ABOVE GROUND AND BEARING A MISSOURI RIVER COMMISSION
 JC0128'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0482 ***********************************************************************
 JD0482  DESIGNATION -  11 CWA
 JD0482  PID         -  JD0482
 JD0482  STATE/COUNTY-  MO/COOPER
 JD0482  USGS QUAD   -  PILOT GROVE SOUTH (1979)
 JD0482
 JD0482                         *CURRENT SURVEY CONTROL
 JD0482  ___________________________________________________________________
 JD0482* NAD 83(1986)-  38 51 48.     (N)    092 58 22.     (W)     SCALED    
 JD0482* NAVD 88     -       254.227  (meters)     834.08   (feet)  ADJUSTED  
 JD0482  ___________________________________________________________________
 JD0482  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0482  DYNAMIC HT  -         254.063 (meters)     833.54  (feet)  COMP
 JD0482  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 JD0482
 JD0482  VERT ORDER  -  SECOND    CLASS 0
 JD0482
 JD0482.The horizontal coordinates were scaled from a topographic map and have
 JD0482.an estimated accuracy of +/- 6 seconds.
 JD0482
 JD0482.The orthometric height was determined by differential leveling
 JD0482.and adjusted by the National Geodetic Survey in June 1991..
 JD0482.WARNING-Repeat measurements at this control monument indicate possible
 JD0482.vertical movement.
 JD0482
 JD0482.The geoid height was determined by GEOID03.
 JD0482
 JD0482.The dynamic height is computed by dividing the NAVD 88
 JD0482.geopotential number by the normal gravity value computed on the
 JD0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0482.degrees latitude (g = 980.6199 gals.).
 JD0482
 JD0482.The modeled gravity was interpolated from observed gravity values.
 JD0482
 JD0482;                    North         East    Units  Estimated Accuracy
 JD0482;SPC MO C     -   336,370.      458,970.      MT  (+/- 180 meters Scaled)
 JD0482
 JD0482                          SUPERSEDED SURVEY CONTROL
 JD0482
 JD0482  NGVD 29 (??/??/92)  254.149  (m)          833.82   (f) ADJ UNCH    2 0
 JD0482
 JD0482.Superseded values are not recommended for survey control.
 JD0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0482.See file dsdata.txt to determine how the superseded data were derived.
 JD0482
 JD0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD023016(NAD 83)
 JD0482_MARKER: DD = SURVEY DISK
 JD0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0482_SP_SET: STEP
 JD0482_STAMPING: 11 CWA 1934
 JD0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0482
 JD0482  HISTORY     - Date     Condition        Report By
 JD0482  HISTORY     - 1934     MONUMENTED       USGS
 JD0482  HISTORY     - 1963     GOOD             NGS
 JD0482
 JD0482                          STATION DESCRIPTION
 JD0482
 JD0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0482'10.8 MI NE FROM CLIFTON CITY.
 JD0482'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0482'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0482'3.15 MILES NORTHEAST ALONG STATE HIGHWAY 135, THENCE 7.4 MILES
 JD0482'NORTHEAST ALONG COUNTY ROAD N, SET IN THE TOP OF THE BOTTOM
 JD0482'CONCRETE STEP AT THE SOUTH ENTRANCE TO THE ST. PAULS EVANGELICAL
 JD0482'CHURCH, 6.5 FEET WEST OF THE CENTER OF THE ENTRANCE, 0.6 FOOT
 JD0482'EAST OF THE WEST EDGE OF THE STEP, 0.8 FOOT ABOVE THE GROUND,
 JD0482'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS MARK
 JD0482'IS 1.1 MILES SOUTHWEST OF Y 189 WHICH IS DESCRIBED FROM PILOT
 JD0482'GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0554 ***********************************************************************
 HC0554  DESIGNATION -  11 J
 HC0554  PID         -  HC0554
 HC0554  STATE/COUNTY-  MO/SHANNON
 HC0554  USGS QUAD   -  BARTLETT (1997)
 HC0554
 HC0554                         *CURRENT SURVEY CONTROL
 HC0554  ___________________________________________________________________
 HC0554* NAD 83(1986)-  37 00 29.     (N)    091 22 44.     (W)     SCALED    
 HC0554* NAVD 88     -       304.540  (meters)     999.14   (feet)  POSTED    
 HC0554  ___________________________________________________________________
 HC0554  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HC0554  DYNAMIC HT  -         304.280 (meters)     998.29  (feet)  COMP
 HC0554  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 HC0554
 HC0554  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0554
 HC0554.The horizontal coordinates were scaled from a topographic map and have
 HC0554.an estimated accuracy of +/- 6 seconds.
 HC0554
 HC0554.The orthometric height was determined by differential leveling
 HC0554.and adjusted by the National Geodetic Survey in 1992..
 HC0554.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0554.rate of 0.0 thru 1.0 mm/km.
 HC0554
 HC0554.The geoid height was determined by GEOID03.
 HC0554
 HC0554.The dynamic height is computed by dividing the NAVD 88
 HC0554.geopotential number by the normal gravity value computed on the
 HC0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0554.degrees latitude (g = 980.6199 gals.).
 HC0554
 HC0554.The modeled gravity was interpolated from observed gravity values.
 HC0554
 HC0554;                    North         East    Units  Estimated Accuracy
 HC0554;SPC MO E     -   130,710.      171,780.      MT  (+/- 180 meters Scaled)
 HC0554
 HC0554                          SUPERSEDED SURVEY CONTROL
 HC0554
 HC0554.No superseded survey control is available for this station.
 HC0554
 HC0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA442969(NAD 83)
 HC0554_MARKER: DD = SURVEY DISK
 HC0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0554_STAMPING: 999 11 J 1934
 HC0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0554+STABILITY: SURFACE MOTION
 HC0554
 HC0554  HISTORY     - Date     Condition        Report By
 HC0554  HISTORY     - 1934     MONUMENTED       USGS
 HC0554  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0554  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0554
 HC0554                          STATION DESCRIPTION
 HC0554
 HC0554'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HC0554'2.2 MI E FROM BARTLETT.
 HC0554'2.2 MILES EAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HC0554'BARTLETT, SHANNON COUNTY, 38 FEET SOUTH AND 35 FEET EAST OF A
 HC0554'ROAD CROSSING, 375 FEET NORTH OF A POLE MARKED 329 14 FEET EAST
 HC0554'OF A GATEPOST, AND 2 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 HC0554'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 999 11 J 1934
 HC0554'AND SET IN THE TOP OF A CONCRETE POST.
 HC0554
 HC0554                          STATION RECOVERY (1977)
 HC0554
 HC0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0554'MARK NOT FOUND.
 HC0554
 HC0554                          STATION RECOVERY (1977)
 HC0554
 HC0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1207 ***********************************************************************
 GE1207  DESIGNATION -  11 J
 GE1207  PID         -  GE1207
 GE1207  STATE/COUNTY-  MO/CARTER
 GE1207  USGS QUAD   -  BIG SPRING (1968)
 GE1207
 GE1207                         *CURRENT SURVEY CONTROL
 GE1207  ___________________________________________________________________
 GE1207* NAD 83(1986)-  36 57 05.     (N)    090 59 17.     (W)     SCALED    
 GE1207* NAVD 88     -       133.256  (meters)     437.19   (feet)  POSTED    
 GE1207  ___________________________________________________________________
 GE1207  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 GE1207  DYNAMIC HT  -         133.150 (meters)     436.84  (feet)  COMP
 GE1207  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 GE1207
 GE1207  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GE1207
 GE1207.The horizontal coordinates were scaled from a topographic map and have
 GE1207.an estimated accuracy of +/- 6 seconds.
 GE1207
 GE1207.The orthometric height was determined by differential leveling
 GE1207.and adjusted by the National Geodetic Survey in 1992..
 GE1207.No vertical observational check was made to the station.
 GE1207.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GE1207.was located on a no-check spur therefore a value was not computed.
 GE1207
 GE1207.The geoid height was determined by GEOID03.
 GE1207
 GE1207.The dynamic height is computed by dividing the NAVD 88
 GE1207.geopotential number by the normal gravity value computed on the
 GE1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1207.degrees latitude (g = 980.6199 gals.).
 GE1207
 GE1207.The modeled gravity was interpolated from observed gravity values.
 GE1207
 GE1207;                    North         East    Units  Estimated Accuracy
 GE1207;SPC MO E     -   124,170.      206,530.      MT  (+/- 180 meters Scaled)
 GE1207
 GE1207                          SUPERSEDED SURVEY CONTROL
 GE1207
 GE1207  NGVD 29 (??/??/92)  133.21   (m)          437.0    (f) COMPUTED    3 0
 GE1207
 GE1207.Superseded values are not recommended for survey control.
 GE1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1207.See file dsdata.txt to determine how the superseded data were derived.
 GE1207
 GE1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA791913(NAD 83)
 GE1207_MARKER: DD = SURVEY DISK
 GE1207_SETTING: 66 = SET IN ROCK OUTCROP
 GE1207_SP_SET: ROCK OUTCROP
 GE1207_STAMPING: 11 J 1933 473
 GE1207_MARK LOGO: USGS  
 GE1207_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GE1207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1207+STABILITY: POSITION/ELEVATION WELL
 GE1207
 GE1207  HISTORY     - Date     Condition        Report By
 GE1207  HISTORY     - 1933     MONUMENTED       USGS
 GE1207
 GE1207                          STATION DESCRIPTION
 GE1207
 GE1207'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GE1207'AT BIG SPRING, ABOUT 3.6 MI (5.8 KM) SE OF CHICOPEE, IN LIMESTONE
 GE1207'LEDGE AT SPRING, ABOUT 4 FT (1.2 M) ABOVE WATER, STANDARD TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0285 ***********************************************************************
 JE0285  DESIGNATION -  1102 A
 JE0285  PID         -  JE0285
 JE0285  STATE/COUNTY-  MO/BATES
 JE0285  USGS QUAD   -  RICH HILL (1991)
 JE0285
 JE0285                         *CURRENT SURVEY CONTROL
 JE0285  ___________________________________________________________________
 JE0285* NAD 83(1986)-  38 06 24.     (N)    094 21 41.     (W)     SCALED    
 JE0285* NAVD 88     -       234.144  (meters)     768.19   (feet)  ADJUSTED  
 JE0285  ___________________________________________________________________
 JE0285  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE0285  DYNAMIC HT  -         233.973 (meters)     767.63  (feet)  COMP
 JE0285  MODELED GRAV-     979,893.8   (mgal)                       NAVD 88
 JE0285
 JE0285  VERT ORDER  -  FIRST     CLASS II
 JE0285
 JE0285.The horizontal coordinates were scaled from a topographic map and have
 JE0285.an estimated accuracy of +/- 6 seconds.
 JE0285
 JE0285.The orthometric height was determined by differential leveling
 JE0285.and adjusted by the National Geodetic Survey in June 1991..
 JE0285.WARNING-Repeat measurements at this control monument indicate possible
 JE0285.vertical movement.
 JE0285
 JE0285.The geoid height was determined by GEOID03.
 JE0285
 JE0285.The dynamic height is computed by dividing the NAVD 88
 JE0285.geopotential number by the normal gravity value computed on the
 JE0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0285.degrees latitude (g = 980.6199 gals.).
 JE0285
 JE0285.The modeled gravity was interpolated from observed gravity values.
 JE0285
 JE0285;                    North         East    Units  Estimated Accuracy
 JE0285;SPC MO W     -   215,300.      862,160.      MT  (+/- 180 meters Scaled)
 JE0285
 JE0285                          SUPERSEDED SURVEY CONTROL
 JE0285
 JE0285  NGVD 29 (??/??/92)  234.030  (m)          767.81   (f) ADJ UNCH    1 2
 JE0285
 JE0285.Superseded values are not recommended for survey control.
 JE0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0285.See file dsdata.txt to determine how the superseded data were derived.
 JE0285
 JE0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC806185(NAD 83)
 JE0285_MARKER: Q = CHISELED SQUARE
 JE0285_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JE0285+WITH SETTING: PAVEMENT
 JE0285_SP_SET: SEMAPHORE BASE
 JE0285_MARK LOGO: NONE  
 JE0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0285+STABILITY: SURFACE MOTION
 JE0285
 JE0285  HISTORY     - Date     Condition        Report By
 JE0285  HISTORY     - 1938     MONUMENTED       USGS
 JE0285  HISTORY     - 1945     GOOD             NGS
 JE0285  HISTORY     - 1963     GOOD             USGS
 JE0285  HISTORY     - 1965     MARK NOT FOUND   NGS
 JE0285
 JE0285                          STATION DESCRIPTION
 JE0285
 JE0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JE0285'0.8 MI N FROM RICH HILL.
 JE0285'0.8 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0285'STATION AT RICH HILL, BATES COUNTY, AT SEMAPHORE 298.2, AND ON
 JE0285'THE TOP OF THE WEST SIDE OF THE CONCRETE BASE.  A CHISELED SQUARE.
 JE0285'NOTE-- NO BASE OR SIGNAL LEFT.
 JE0285
 JE0285                          STATION RECOVERY (1963)
 JE0285
 JE0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JE0285'ABOUT 0.7 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0285'STATION AT RICH HILL, 0.15 MILE NORTH OF A CROSSING OF THE RAILROAD
 JE0285'AND A ROAD, 9 POLES SOUTH OF MILEPOST 298, 8 FEET EAST OF THE EAST
 JE0285'RAIL, A CHISELED SQUARE ON THE TOP OF THE SOUTHWEST CORNER OF AN
 JE0285'ABANDONED CONCRETE SEMAPHORE BASE, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 JE0285'OF THE TRACK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 JE0285
 JE0285                          STATION RECOVERY (1965)
 JE0285
 JE0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JE0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0273 ***********************************************************************
 JE0273  DESIGNATION -  1104 A
 JE0273  PID         -  JE0273
 JE0273  STATE/COUNTY-  MO/VERNON
 JE0273  USGS QUAD   -  RICH HILL (1991)
 JE0273
 JE0273                         *CURRENT SURVEY CONTROL
 JE0273  ___________________________________________________________________
 JE0273* NAD 83(1986)-  38 02 15.     (N)    094 21 56.     (W)     SCALED    
 JE0273* NAVD 88     -       241.799  (meters)     793.30   (feet)  ADJUSTED  
 JE0273  ___________________________________________________________________
 JE0273  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JE0273  DYNAMIC HT  -         241.623 (meters)     792.72  (feet)  COMP
 JE0273  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 JE0273
 JE0273  VERT ORDER  -  FIRST     CLASS II
 JE0273
 JE0273.The horizontal coordinates were scaled from a topographic map and have
 JE0273.an estimated accuracy of +/- 6 seconds.
 JE0273
 JE0273.The orthometric height was determined by differential leveling
 JE0273.and adjusted by the National Geodetic Survey in June 1991..
 JE0273
 JE0273.The geoid height was determined by GEOID03.
 JE0273
 JE0273.The dynamic height is computed by dividing the NAVD 88
 JE0273.geopotential number by the normal gravity value computed on the
 JE0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0273.degrees latitude (g = 980.6199 gals.).
 JE0273
 JE0273.The modeled gravity was interpolated from observed gravity values.
 JE0273
 JE0273;                    North         East    Units  Estimated Accuracy
 JE0273;SPC MO W     -   207,620.      861,800.      MT  (+/- 180 meters Scaled)
 JE0273
 JE0273                          SUPERSEDED SURVEY CONTROL
 JE0273
 JE0273  NGVD 29 (??/??/92)  241.691  (m)          792.95   (f) ADJ UNCH    1 2
 JE0273
 JE0273.Superseded values are not recommended for survey control.
 JE0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0273.See file dsdata.txt to determine how the superseded data were derived.
 JE0273
 JE0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC801108(NAD 83)
 JE0273_MARKER: Q = CHISELED SQUARE
 JE0273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JE0273_SP_SET: CULVERT HEADWALL
 JE0273_MARK LOGO: NONE  
 JE0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0273+STABILITY: SURFACE MOTION
 JE0273
 JE0273  HISTORY     - Date     Condition        Report By
 JE0273  HISTORY     - 1938     MONUMENTED       USGS
 JE0273  HISTORY     - 1963     GOOD             USGS
 JE0273
 JE0273                          STATION DESCRIPTION
 JE0273
 JE0273'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0273'0.8 MI S FROM PANAMA.
 JE0273'0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JE0273'AT PANAMA, 210 FEET NORTH OF THE TENTH POLE SOUTH OF MILEPOST
 JE0273'303, 7 RAILS NORTH OF A PRIVATE-ROAD CROSSING, 15 FEET WEST OF
 JE0273'THE TRACK, AND ON THE CONCRETE HEADWALL OF A CULVERT.  A CHISELED
 JE0273'SQUARE.
 JE0273
 JE0273                          STATION RECOVERY (1963)
 JE0273
 JE0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JE0273'ABOUT 4.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0273'STATION AT RICH HILL, OR ABOUT 4.2 MILES NORTH ALONG THE MISSOURI
 JE0273'PACIFIC RAILROAD FROM THE STATION AT HORTON, IN SECTION 32, T 38 N, R
 JE0273'31 W, 52 FEET SOUTHEAST OF THE 8TH POLE SOUTH OF MILEPOST 303, 12
 JE0273'FEET WEST OF THE WEST RAIL, A CHISELED SQUARE IN THE CENTER OF THE
 JE0273'TOP OF THE WEST CONCRETE HEAD- WALL OF A SMALL CULVERT, ABOUT 4 FEET
 JE0273'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0379 ***********************************************************************
 HD0379  DESIGNATION -  1104.99
 HD0379  PID         -  HD0379
 HD0379  STATE/COUNTY-  MO/CAMDEN
 HD0379  USGS QUAD   -  DECATURVILLE (1975)
 HD0379
 HD0379                         *CURRENT SURVEY CONTROL
 HD0379  ___________________________________________________________________
 HD0379* NAD 83(1986)-  37 55 37.     (N)    092 42 25.     (W)     SCALED    
 HD0379* NAVD 88     -       336.952  (meters)    1105.48   (feet)  ADJUSTED  
 HD0379  ___________________________________________________________________
 HD0379  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HD0379  DYNAMIC HT  -         336.700 (meters)    1104.66  (feet)  COMP
 HD0379  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 HD0379
 HD0379  VERT ORDER  -  SECOND    CLASS 0
 HD0379
 HD0379.The horizontal coordinates were scaled from a topographic map and have
 HD0379.an estimated accuracy of +/- 6 seconds.
 HD0379
 HD0379.The orthometric height was determined by differential leveling
 HD0379.and adjusted by the National Geodetic Survey in June 1991..
 HD0379
 HD0379.The geoid height was determined by GEOID03.
 HD0379
 HD0379.The dynamic height is computed by dividing the NAVD 88
 HD0379.geopotential number by the normal gravity value computed on the
 HD0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0379.degrees latitude (g = 980.6199 gals.).
 HD0379
 HD0379.The modeled gravity was interpolated from observed gravity values.
 HD0379
 HD0379;                    North         East    Units  Estimated Accuracy
 HD0379;SPC MO C     -   232,340.      481,810.      MT  (+/- 180 meters Scaled)
 HD0379
 HD0379                          SUPERSEDED SURVEY CONTROL
 HD0379
 HD0379  NGVD 29 (??/??/92)  336.849  (m)         1105.15   (f) ADJ UNCH    2 0
 HD0379
 HD0379.Superseded values are not recommended for survey control.
 HD0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0379.See file dsdata.txt to determine how the superseded data were derived.
 HD0379
 HD0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB257977(NAD 83)
 HD0379_MARKER: N = NAIL
 HD0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0379_SP_SET: OAK TREE ROOT
 HD0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0379
 HD0379  HISTORY     - Date     Condition        Report By
 HD0379  HISTORY     - UNK      MONUMENTED       USGS
 HD0379  HISTORY     - 1934     GOOD             NGS
 HD0379
 HD0379                          STATION DESCRIPTION
 HD0379
 HD0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0379'1.6 MI N FROM DECATURVILLE.
 HD0379'1.6 MILES NORTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE, 60
 HD0379'FEET SOUTHEAST OF BENCH MARK 102 M (USGS) DESCRIBED ABOVE,
 HD0379'AT A ROAD JUNCTION, 90 FEET SOUTH OF THE CENTERLINE OF THE
 HD0379'ROAD, 65 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A
 HD0379'20-INCH OAK TREE, AND IN A ROOT ON THE WEST SIDE OF THE TREE.
 HD0379'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1373 ***********************************************************************
 HD1373  DESIGNATION -  111 CWA
 HD1373  PID         -  HD1373
 HD1373  STATE/COUNTY-  MO/DADE
 HD1373  USGS QUAD   -  KINGS POINT (1956)
 HD1373
 HD1373                         *CURRENT SURVEY CONTROL
 HD1373  ___________________________________________________________________
 HD1373* NAD 83(1997)-  37 20 09.86102(N)    093 59 27.61022(W)     ADJUSTED  
 HD1373* NAVD 88     -       353.19   (+/-2cm)    1158.8    (feet)  VERTCON   
 HD1373  ___________________________________________________________________
 HD1373  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 HD1373  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HD1373
 HD1373  HORZ ORDER  -  SECOND
 HD1373  VERT ORDER  -  THIRD ? (See Below)
 HD1373
 HD1373.The horizontal coordinates were established by classical geodetic methods
 HD1373.and adjusted by the National Geodetic Survey in February 2000..
 HD1373
 HD1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1373.The vertical order pertains to the NGVD 29 superseded value.
 HD1373
 HD1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1373
 HD1373.The geoid height was determined by GEOID03.
 HD1373
 HD1373;                    North         East     Units Scale Factor Converg.
 HD1373;SPC MO W     -   129,886.349   895,104.013   MT  0.99996623   +0 18 31.3
 HD1373;UTM  15      - 4,132,615.515   412,212.885   MT  0.99969493   -0 36 03.9
 HD1373
 HD1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1373!SPC MO W     -   0.99994931  x   0.99996623  =   0.99991554
 HD1373!UTM  15      -   0.99994931  x   0.99969493  =   0.99964425
 HD1373
 HD1373                          SUPERSEDED SURVEY CONTROL
 HD1373
 HD1373  NAD 83(1997)-  37 20 09.86152(N)    093 59 27.61028(W) AD(       ) 2
 HD1373  NAD 83(1997)-  37 20 09.87161(N)    093 59 27.61135(W) AD(       ) 2
 HD1373  NAD 83(1986)-  37 20 09.87344(N)    093 59 27.60884(W) AD(       ) 2
 HD1373  NAD 27      -  37 20 09.69370(N)    093 59 26.83310(W) AD(       ) 2
 HD1373  NGVD 29 (07/19/86)  353.06   (m)         1158.3    (f) LEVELING    3  
 HD1373
 HD1373.Superseded values are not recommended for survey control.
 HD1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1373.See file dsdata.txt to determine how the superseded data were derived.
 HD1373
 HD1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1221332616(NAD 83)
 HD1373_MARKER: DB = BENCH MARK DISK
 HD1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1373
 HD1373  HISTORY     - Date     Condition        Report By
 HD1373  HISTORY     - 1960     MONUMENTED       USGS
 HD1373
 HD1373                          STATION DESCRIPTION
 HD1373
 HD1373'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (HWK)
 HD1373'THE STATION 6-1/2 MILES SOUTHEAST OF GOLDEN CITY, 4 MILES
 HD1373'SOUTHWEST OF LOCKWOOD, AT THE SITE OF THE ZION LUTHERAN CHURCH
 HD1373'AND IN THE SOUTHEAST QUARTER OF SECTION 15, T 30 N, R 28 W.
 HD1373'
 HD1373'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HD1373'ZION, DISTANCE BEING 119.54 FEET (36.435 METERS) EAST OF
 HD1373'STATION ZION.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 HD1373'BENCH MARK DISK STAMPED CWA 111 1934, AND IS SET IN A SQUARE
 HD1373'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS IN THE NORTHEAST
 HD1373'CORNER OF THE CHURCH LAWN, 79 FEET NORTHEAST OF THE NORTHEAST
 HD1373'CORNER OF THE CHURCH, 28 FEET WEST OF THE CENTER OF THE
 HD1373'GRAVEL ROAD AND 22 FEET SOUTHEAST OF THE GEHNER TOMBSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0458 ***********************************************************************
 HD0458  DESIGNATION -  111 M
 HD0458  PID         -  HD0458
 HD0458  STATE/COUNTY-  MO/LACLEDE
 HD0458  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0458
 HD0458                         *CURRENT SURVEY CONTROL
 HD0458  ___________________________________________________________________
 HD0458* NAD 83(1986)-  37 33 52.     (N)    092 47 00.     (W)     SCALED    
 HD0458* NAVD 88     -       431.140  (meters)    1414.50   (feet)  ADJUSTED  
 HD0458  ___________________________________________________________________
 HD0458  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HD0458  DYNAMIC HT  -         430.805 (meters)    1413.40  (feet)  COMP
 HD0458  MODELED GRAV-     979,840.8   (mgal)                       NAVD 88
 HD0458
 HD0458  VERT ORDER  -  SECOND    CLASS 0
 HD0458
 HD0458.The horizontal coordinates were scaled from a topographic map and have
 HD0458.an estimated accuracy of +/- 6 seconds.
 HD0458
 HD0458.The orthometric height was determined by differential leveling
 HD0458.and adjusted by the National Geodetic Survey in June 1991..
 HD0458
 HD0458.The geoid height was determined by GEOID03.
 HD0458
 HD0458.The dynamic height is computed by dividing the NAVD 88
 HD0458.geopotential number by the normal gravity value computed on the
 HD0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0458.degrees latitude (g = 980.6199 gals.).
 HD0458
 HD0458.The modeled gravity was interpolated from observed gravity values.
 HD0458
 HD0458;                    North         East    Units  Estimated Accuracy
 HD0458;SPC MO C     -   192,130.      474,970.      MT  (+/- 180 meters Scaled)
 HD0458
 HD0458                          SUPERSEDED SURVEY CONTROL
 HD0458
 HD0458  NGVD 29 (??/??/92)  431.018  (m)         1414.10   (f) ADJ UNCH    2 0
 HD0458
 HD0458.Superseded values are not recommended for survey control.
 HD0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0458.See file dsdata.txt to determine how the superseded data were derived.
 HD0458
 HD0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB191575(NAD 83)
 HD0458_MARKER: DD = SURVEY DISK
 HD0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0458_SP_SET: BRIDGE
 HD0458_STAMPING: 111 M 1931
 HD0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0458
 HD0458  HISTORY     - Date     Condition        Report By
 HD0458  HISTORY     - 1931     MONUMENTED       USGS
 HD0458  HISTORY     - 1934     GOOD             NGS
 HD0458
 HD0458                          STATION DESCRIPTION
 HD0458
 HD0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0458'0.8 MI NE FROM PHILLIPSBURG.
 HD0458'0.8 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0458'FROM THE STATION AT PHILLIPSBURG, AT POLE 193/5, IN THE TOP OF
 HD0458'THE SOUTHWEST CORNER OF A BRIDGE WHICH IS AN UNDERPASS FOR
 HD0458'U.S. HIGHWAY 66, AND 8 FEET SOUTH OF THE TRACK.  A UNITED STATES
 HD0458'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 111 M 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0876 ***********************************************************************
 JC0876  DESIGNATION -  1111.4
 JC0876  PID         -  JC0876
 JC0876  STATE/COUNTY-  MO/PHELPS
 JC0876  USGS QUAD   -  VICHY (1980)
 JC0876
 JC0876                         *CURRENT SURVEY CONTROL
 JC0876  ___________________________________________________________________
 JC0876* NAD 83(1986)-  38 03 09.     (N)    091 46 30.     (W)     SCALED    
 JC0876* NAVD 88     -       339.170  (meters)    1112.76   (feet)  ADJUSTED  
 JC0876  ___________________________________________________________________
 JC0876  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JC0876  DYNAMIC HT  -         338.922 (meters)    1111.95  (feet)  COMP
 JC0876  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 JC0876
 JC0876  VERT ORDER  -  FIRST     CLASS II
 JC0876
 JC0876.The horizontal coordinates were scaled from a topographic map and have
 JC0876.an estimated accuracy of +/- 6 seconds.
 JC0876
 JC0876.The orthometric height was determined by differential leveling
 JC0876.and adjusted by the National Geodetic Survey in June 1991..
 JC0876
 JC0876.The geoid height was determined by GEOID03.
 JC0876
 JC0876.The dynamic height is computed by dividing the NAVD 88
 JC0876.geopotential number by the normal gravity value computed on the
 JC0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0876.degrees latitude (g = 980.6199 gals.).
 JC0876
 JC0876.The modeled gravity was interpolated from observed gravity values.
 JC0876
 JC0876;                    North         East    Units  Estimated Accuracy
 JC0876;SPC MO C     -   246,510.      563,630.      MT  (+/- 180 meters Scaled)
 JC0876
 JC0876                          SUPERSEDED SURVEY CONTROL
 JC0876
 JC0876  NGVD 29 (??/??/92)  339.131  (m)         1112.63   (f) ADJ UNCH    1 2
 JC0876
 JC0876.Superseded values are not recommended for survey control.
 JC0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0876.See file dsdata.txt to determine how the superseded data were derived.
 JC0876
 JC0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC074123(NAD 83)
 JC0876_MARKER: Q = CHISELED SQUARE
 JC0876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0876_SP_SET: CULVERT
 JC0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0876
 JC0876  HISTORY     - Date     Condition        Report By
 JC0876  HISTORY     - UNK      MONUMENTED       USGS
 JC0876  HISTORY     - 1950     GOOD             NGS
 JC0876  HISTORY     - 19840419 MARK NOT FOUND   USPSQD
 JC0876  HISTORY     - 19860816 MARK NOT FOUND   NGS
 JC0876
 JC0876                          STATION DESCRIPTION
 JC0876
 JC0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0876'4.1 MI S FROM VICHY.
 JC0876'4.1 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT
 JC0876'VICHY, IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 JC0876'38 FEET EAST OF THE NORTHEAST CORNER OF A BUILDING, 23 FEET EAST OF
 JC0876'BENCH MARK A 36, 22.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JC0876'15 FEET SOUTH OF THE CENTER LINE OF A SIDE ROAD LEADING WEST,
 JC0876'ALONG THE MARIES-PHELPS COUNTY LINE, CUT ON THE SOUTH HEADWALL
 JC0876'OF A CONCRETE CULVERT AND ABOUT LEVEL WITH THE HIGHWAY.
 JC0876
 JC0876                          STATION RECOVERY (1984)
 JC0876
 JC0876'RECOVERY NOTE BY US POWER SQUADRON 1984 (CRB)
 JC0876'MARK NOT FOUND.
 JC0876
 JC0876                          STATION RECOVERY (1986)
 JC0876
 JC0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0876'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0036 ***********************************************************************
 HD0036  DESIGNATION -  1114.8
 HD0036  PID         -  HD0036
 HD0036  STATE/COUNTY-  MO/LACLEDE
 HD0036  USGS QUAD   -  RICHLAND (1976)
 HD0036
 HD0036                         *CURRENT SURVEY CONTROL
 HD0036  ___________________________________________________________________
 HD0036* NAD 83(1986)-  37 51 27.     (N)    092 25 24.     (W)     SCALED    
 HD0036* NAVD 88     -       339.923  (meters)    1115.23   (feet)  ADJUSTED  
 HD0036  ___________________________________________________________________
 HD0036  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HD0036  DYNAMIC HT  -         339.668 (meters)    1114.39  (feet)  COMP
 HD0036  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 HD0036
 HD0036  VERT ORDER  -  SECOND    CLASS 0
 HD0036
 HD0036.The horizontal coordinates were scaled from a topographic map and have
 HD0036.an estimated accuracy of +/- 6 seconds.
 HD0036
 HD0036.The orthometric height was determined by differential leveling
 HD0036.and adjusted by the National Geodetic Survey in June 1991..
 HD0036
 HD0036.The geoid height was determined by GEOID03.
 HD0036
 HD0036.The dynamic height is computed by dividing the NAVD 88
 HD0036.geopotential number by the normal gravity value computed on the
 HD0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0036.degrees latitude (g = 980.6199 gals.).
 HD0036
 HD0036.The modeled gravity was interpolated from observed gravity values.
 HD0036
 HD0036;                    North         East    Units  Estimated Accuracy
 HD0036;SPC MO C     -   224,620.      506,750.      MT  (+/- 180 meters Scaled)
 HD0036
 HD0036                          SUPERSEDED SURVEY CONTROL
 HD0036
 HD0036  NGVD 29 (??/??/92)  339.814  (m)         1114.87   (f) ADJ UNCH    2 0
 HD0036
 HD0036.Superseded values are not recommended for survey control.
 HD0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0036.See file dsdata.txt to determine how the superseded data were derived.
 HD0036
 HD0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB507901(NAD 83)
 HD0036_MARKER: Q = CHISELED SQUARE
 HD0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0036_SP_SET: SEMAPHORE BASE
 HD0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0036
 HD0036  HISTORY     - Date     Condition        Report By
 HD0036  HISTORY     - UNK      MONUMENTED       USGS
 HD0036  HISTORY     - 1938     GOOD             NGS
 HD0036
 HD0036                          STATION DESCRIPTION
 HD0036
 HD0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0036'1.2 MI SW FROM RICHLAND.
 HD0036'IN LACLEDE COUNTY, 1.2 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN
 HD0036'FRANCISCO RAILWAY FROM RICHLAND, PULASKI COUNTY, OPPOSITE THE
 HD0036'THIRTY FOURTH POLE SOUTHWEST OF MILEPOST 160, IN THE NORTHWEST
 HD0036'QUARTER OF SECTION 13, T 36 N, R 14 W, AT SEMAPHORE 1607, ON THE
 HD0036'TOP OF THE NORTHEAST CORNER OF THE BASE, 9 FEET WEST OF THE
 HD0036'WEST RAIL, AND 2 FEET ABOVE THE RAIL.  A 2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0368 ***********************************************************************
 HD0368  DESIGNATION -  1126.79 RM
 HD0368  PID         -  HD0368
 HD0368  STATE/COUNTY-  MO/LACLEDE
 HD0368  USGS QUAD   -  ELDRIDGE EAST (1985)
 HD0368
 HD0368                         *CURRENT SURVEY CONTROL
 HD0368  ___________________________________________________________________
 HD0368* NAD 83(1986)-  37 50 02.     (N)    092 41 43.     (W)     SCALED    
 HD0368* NAVD 88     -       343.581  (meters)    1127.23   (feet)  ADJUSTED  
 HD0368  ___________________________________________________________________
 HD0368  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HD0368  DYNAMIC HT  -         343.322 (meters)    1126.38  (feet)  COMP
 HD0368  MODELED GRAV-     979,865.0   (mgal)                       NAVD 88
 HD0368
 HD0368  VERT ORDER  -  SECOND    CLASS 0
 HD0368
 HD0368.The horizontal coordinates were scaled from a topographic map and have
 HD0368.an estimated accuracy of +/- 6 seconds.
 HD0368
 HD0368.The orthometric height was determined by differential leveling
 HD0368.and adjusted by the National Geodetic Survey in June 1991..
 HD0368
 HD0368.The geoid height was determined by GEOID03.
 HD0368
 HD0368.The dynamic height is computed by dividing the NAVD 88
 HD0368.geopotential number by the normal gravity value computed on the
 HD0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0368.degrees latitude (g = 980.6199 gals.).
 HD0368
 HD0368.The modeled gravity was interpolated from observed gravity values.
 HD0368
 HD0368;                    North         East    Units  Estimated Accuracy
 HD0368;SPC MO C     -   222,010.      482,810.      MT  (+/- 180 meters Scaled)
 HD0368
 HD0368                          SUPERSEDED SURVEY CONTROL
 HD0368
 HD0368  NGVD 29 (??/??/92)  343.471  (m)         1126.87   (f) ADJ UNCH    2 0
 HD0368
 HD0368.Superseded values are not recommended for survey control.
 HD0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0368.See file dsdata.txt to determine how the superseded data were derived.
 HD0368
 HD0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB268874(NAD 83)
 HD0368_MARKER: N = NAIL
 HD0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0368_SP_SET: OAK TREE ROOT
 HD0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0368
 HD0368  HISTORY     - Date     Condition        Report By
 HD0368  HISTORY     - UNK      MONUMENTED       USGS
 HD0368  HISTORY     - 1934     GOOD             NGS
 HD0368
 HD0368                          STATION DESCRIPTION
 HD0368
 HD0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0368'5.4 MI S FROM DECATURVILLE.
 HD0368'IN LACLEDE COUNTY, 5.4 MILES SOUTH ALONG STATE HIGHWAY 5 FROM
 HD0368'DECATURVILLE, CAMDEN COUNTY, 37 FEET WEST OF BENCH MARK 93 M
 HD0368'(USGS) DESCRIBED ABOVE, AT THE NORTH SIDE OF AN 8-INCH OAK
 HD0368'TREE, AND IN A ROOT.  A UNITED STATES GEOLOGICAL SURVEY
 HD0368'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0024 ***********************************************************************
 HD0024  DESIGNATION -  1129.8
 HD0024  PID         -  HD0024
 HD0024  STATE/COUNTY-  MO/TEXAS
 HD0024  USGS QUAD   -  ROBY (1982)
 HD0024
 HD0024                         *CURRENT SURVEY CONTROL
 HD0024  ___________________________________________________________________
 HD0024* NAD 83(1986)-  37 30 11.     (N)    092 13 32.     (W)     SCALED    
 HD0024* NAVD 88     -       344.378  (meters)    1129.85   (feet)  ADJUSTED  
 HD0024  ___________________________________________________________________
 HD0024  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HD0024  DYNAMIC HT  -         344.103 (meters)    1128.94  (feet)  COMP
 HD0024  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 HD0024
 HD0024  VERT ORDER  -  SECOND    CLASS 0
 HD0024
 HD0024.The horizontal coordinates were scaled from a topographic map and have
 HD0024.an estimated accuracy of +/- 6 seconds.
 HD0024
 HD0024.The orthometric height was determined by differential leveling
 HD0024.and adjusted by the National Geodetic Survey in June 1991..
 HD0024
 HD0024.The geoid height was determined by GEOID03.
 HD0024
 HD0024.The dynamic height is computed by dividing the NAVD 88
 HD0024.geopotential number by the normal gravity value computed on the
 HD0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0024.degrees latitude (g = 980.6199 gals.).
 HD0024
 HD0024.The modeled gravity was interpolated from observed gravity values.
 HD0024
 HD0024;                    North         East    Units  Estimated Accuracy
 HD0024;SPC MO C     -   185,320.      524,270.      MT  (+/- 180 meters Scaled)
 HD0024
 HD0024                          SUPERSEDED SURVEY CONTROL
 HD0024
 HD0024  NGVD 29 (??/??/92)  344.265  (m)         1129.48   (f) ADJ UNCH    2 0
 HD0024
 HD0024.Superseded values are not recommended for survey control.
 HD0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0024.See file dsdata.txt to determine how the superseded data were derived.
 HD0024
 HD0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB684509(NAD 83)
 HD0024_MARKER: N = NAIL
 HD0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0024_SP_SET: TREE ROOT
 HD0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0024
 HD0024  HISTORY     - Date     Condition        Report By
 HD0024  HISTORY     - UNK      MONUMENTED       USGS
 HD0024  HISTORY     - 1935     GOOD             NGS
 HD0024
 HD0024                          STATION DESCRIPTION
 HD0024
 HD0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0024'0.1 MI W FROM PLATO.
 HD0024'0.1 MILE WEST ALONG OLD COUNTY ROAD D FROM PLATO, TEXAS COUNTY,
 HD0024'0.4 MILE EAST OF THE ROUBIDOUX CREEK FORD, AND IN THE ROOT OF A
 HD0024'TREE, A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 HD0024'NOTE-- THIS MAY BE THE SAME MARK AS THAT DESCRIBED ON PAGE
 HD0024'192, U.S. GEOLOGICAL SURVEY BULLETIN 898-B, SPIRIT LEVELING IN
 HD0024'MISSOURI, PART 2, AS BEING A CHISELED SQUARE ON THE CONCRETE
 HD0024'BASE OF THE GASOLINE PUMP IN FRONT OF THE G.S. TRACY GENERAL
 HD0024'STORE AT PLATO.  ANYONE RECOVERING THE MARK OR MARKS WILL
 HD0024'CONFER A FAVOR BY SUBMITTING THE CORRECT DESCRIPTION DATA TO THE
 HD0024'DIRECTOR, U.S. COAST AND GEODETIC SURVEY, WASHINGTON 25, D.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0055 ***********************************************************************
 JD0055  DESIGNATION -  113=32/1 CAP
 JD0055  PID         -  JD0055
 JD0055  STATE/COUNTY-  MO/COLE
 JD0055  USGS QUAD   -  HARTSBURG (1981)
 JD0055
 JD0055                         *CURRENT SURVEY CONTROL
 JD0055  ___________________________________________________________________
 JD0055* NAD 83(1986)-  38 38 25.     (N)    092 16 17.     (W)     SCALED    
 JD0055* NAVD 88     -       172.758  (meters)     566.79   (feet)  ADJUSTED  
 JD0055  ___________________________________________________________________
 JD0055  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD0055  DYNAMIC HT  -         172.643 (meters)     566.41  (feet)  COMP
 JD0055  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 JD0055
 JD0055  VERT ORDER  -  FIRST     CLASS II
 JD0055
 JD0055.The horizontal coordinates were scaled from a topographic map and have
 JD0055.an estimated accuracy of +/- 6 seconds.
 JD0055
 JD0055.The orthometric height was determined by differential leveling
 JD0055.and adjusted by the National Geodetic Survey in June 1991..
 JD0055
 JD0055.The geoid height was determined by GEOID03.
 JD0055
 JD0055.The dynamic height is computed by dividing the NAVD 88
 JD0055.geopotential number by the normal gravity value computed on the
 JD0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0055.degrees latitude (g = 980.6199 gals.).
 JD0055
 JD0055.The modeled gravity was interpolated from observed gravity values.
 JD0055
 JD0055;                    North         East    Units  Estimated Accuracy
 JD0055;SPC MO C     -   311,530.      519,900.      MT  (+/- 180 meters Scaled)
 JD0055
 JD0055                          SUPERSEDED SURVEY CONTROL
 JD0055
 JD0055  NGVD 29 (??/??/92)  172.681  (m)          566.54   (f) ADJ UNCH    1 2
 JD0055
 JD0055.Superseded values are not recommended for survey control.
 JD0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0055.See file dsdata.txt to determine how the superseded data were derived.
 JD0055
 JD0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC634771(NAD 83)
 JD0055_MARKER: P = PIPE CAP
 JD0055_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0055_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0055
 JD0055  HISTORY     - Date     Condition        Report By
 JD0055  HISTORY     - UNK      MONUMENTED       MORC
 JD0055  HISTORY     - 1948     GOOD             NGS
 JD0055  HISTORY     - 1963     GOOD             NGS
 JD0055  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0055
 JD0055                          STATION DESCRIPTION
 JD0055
 JD0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0055'6.5 MI SE FROM MARION.
 JD0055'6.5 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0055'THE STATION AT MARION, 3.2 MILES NORTHWEST OF COLE JUNCTION,
 JD0055'ABOUT 0.45 MILE SOUTHEAST OF THE ROAD CROSSING AT THE CHURCH
 JD0055'PRISON FARM, 1 1/2 POLES SOUTHEAST OF POLE NO. 132-20, 277.0
 JD0055'FEET SOUTH OF THE SOUTHWEST RAIL OF THE TRACK, 24.0 FEET WEST
 JD0055'OF A NORTH-SOUTH FENCE, 18.0 FEET SOUTH OF A 40-INCH ELM TREE,
 JD0055'1.5 FEET WEST OF A REFERENCE POST.  THE TOP OF A MISSOURI RIVER
 JD0055'COMMISSION IRON CAP SET ON TOP OF A 4-INCH IRON PIPE AND PROJECTING
 JD0055'1.0 FOOT ABOVE THE GROUND.
 JD0055
 JD0055                          STATION RECOVERY (1963)
 JD0055
 JD0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0055'RECOVERED IN GOOD CONDITION.
 JD0055
 JD0055                          STATION RECOVERY (1986)
 JD0055
 JD0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0893 ***********************************************************************
 JC0893  DESIGNATION -  1138.7
 JC0893  PID         -  JC0893
 JC0893  STATE/COUNTY-  MO/MARIES
 JC0893  USGS QUAD   -  VICHY (1980)
 JC0893
 JC0893                         *CURRENT SURVEY CONTROL
 JC0893  ___________________________________________________________________
 JC0893* NAD 83(1986)-  38 07 25.     (N)    091 46 37.     (W)     SCALED    
 JC0893* NAVD 88     -       347.415  (meters)    1139.81   (feet)  ADJUSTED  
 JC0893  ___________________________________________________________________
 JC0893  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JC0893  DYNAMIC HT  -         347.163 (meters)    1138.98  (feet)  COMP
 JC0893  MODELED GRAV-     979,894.4   (mgal)                       NAVD 88
 JC0893
 JC0893  VERT ORDER  -  FIRST     CLASS II
 JC0893
 JC0893.The horizontal coordinates were scaled from a topographic map and have
 JC0893.an estimated accuracy of +/- 6 seconds.
 JC0893
 JC0893.The orthometric height was determined by differential leveling
 JC0893.and adjusted by the National Geodetic Survey in June 1991..
 JC0893
 JC0893.The geoid height was determined by GEOID03.
 JC0893
 JC0893.The dynamic height is computed by dividing the NAVD 88
 JC0893.geopotential number by the normal gravity value computed on the
 JC0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0893.degrees latitude (g = 980.6199 gals.).
 JC0893
 JC0893.The modeled gravity was interpolated from observed gravity values.
 JC0893
 JC0893;                    North         East    Units  Estimated Accuracy
 JC0893;SPC MO C     -   254,400.      563,400.      MT  (+/- 180 meters Scaled)
 JC0893
 JC0893                          SUPERSEDED SURVEY CONTROL
 JC0893
 JC0893  NGVD 29 (??/??/92)  347.38   (m)         1139.7    (f) COMPUTED    1 2
 JC0893
 JC0893.Superseded values are not recommended for survey control.
 JC0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0893.See file dsdata.txt to determine how the superseded data were derived.
 JC0893
 JC0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC072202(NAD 83)
 JC0893_MARKER: Q = CHISELED SQUARE
 JC0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0893_SP_SET: CULVERT
 JC0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0893
 JC0893  HISTORY     - Date     Condition        Report By
 JC0893  HISTORY     - UNK      MONUMENTED       USGS
 JC0893  HISTORY     - 1950     MARK NOT FOUND   NGS
 JC0893
 JC0893                          STATION DESCRIPTION
 JC0893
 JC0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0893'1.4 MI N FROM VICHY.
 JC0893'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT
 JC0893'VICHY, MARIES COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTHEAST,
 JC0893'5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 40 FEET NORTH OF THE
 JC0893'CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND ON THE TOP OF
 JC0893'THE NORTH HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0359 ***********************************************************************
 HD0359  DESIGNATION -  114 M
 HD0359  PID         -  HD0359
 HD0359  STATE/COUNTY-  MO/LACLEDE
 HD0359  USGS QUAD   -  LEBANON (1978)
 HD0359
 HD0359                         *CURRENT SURVEY CONTROL
 HD0359  ___________________________________________________________________
 HD0359* NAD 83(1986)-  37 40 46.     (N)    092 39 51.     (W)     SCALED    
 HD0359* NAVD 88     -       385.829  (meters)    1265.84   (feet)  ADJUSTED  
 HD0359  ___________________________________________________________________
 HD0359  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 HD0359  DYNAMIC HT  -         385.532 (meters)    1264.87  (feet)  COMP
 HD0359  MODELED GRAV-     979,846.8   (mgal)                       NAVD 88
 HD0359
 HD0359  VERT ORDER  -  SECOND    CLASS 0
 HD0359
 HD0359.The horizontal coordinates were scaled from a topographic map and have
 HD0359.an estimated accuracy of +/- 6 seconds.
 HD0359
 HD0359.The orthometric height was determined by differential leveling
 HD0359.and adjusted by the National Geodetic Survey in June 1991..
 HD0359
 HD0359.The geoid height was determined by GEOID03.
 HD0359
 HD0359.The dynamic height is computed by dividing the NAVD 88
 HD0359.geopotential number by the normal gravity value computed on the
 HD0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0359.degrees latitude (g = 980.6199 gals.).
 HD0359
 HD0359.The modeled gravity was interpolated from observed gravity values.
 HD0359
 HD0359;                    North         East    Units  Estimated Accuracy
 HD0359;SPC MO C     -   204,870.      485,520.      MT  (+/- 180 meters Scaled)
 HD0359
 HD0359                          SUPERSEDED SURVEY CONTROL
 HD0359
 HD0359  NGVD 29 (??/??/92)  385.716  (m)         1265.47   (f) ADJ UNCH    2 0
 HD0359
 HD0359.Superseded values are not recommended for survey control.
 HD0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0359.See file dsdata.txt to determine how the superseded data were derived.
 HD0359
 HD0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB296703(NAD 83)
 HD0359_MARKER: DD = SURVEY DISK
 HD0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0359_SP_SET: SIDEWALK
 HD0359_STAMPING: 114 M 1931
 HD0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0359
 HD0359  HISTORY     - Date     Condition        Report By
 HD0359  HISTORY     - 1931     MONUMENTED       USGS
 HD0359  HISTORY     - 1938     GOOD             NGS
 HD0359
 HD0359                          STATION DESCRIPTION
 HD0359
 HD0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0359'AT LEBANON.
 HD0359'AT LEBANON, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, AT THE
 HD0359'MADISON AVENUE CROSSING, 77 FEET NORTH OF THE CENTERLINE OF
 HD0359'THE MAIN TRACK, 12.8 FEET WEST OF THE WEST CURB OF THE AVENUE,
 HD0359'5.2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE COMMERCIAL
 HD0359'HOTEL, AND IN THE TOP OF THE CONCRETE SIDEWALK.  A UNITED
 HD0359'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 114 M 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0360 ***********************************************************************
 HD0360  DESIGNATION -  114 M RM
 HD0360  PID         -  HD0360
 HD0360  STATE/COUNTY-  MO/LACLEDE
 HD0360  USGS QUAD   -  LEBANON (1978)
 HD0360
 HD0360                         *CURRENT SURVEY CONTROL
 HD0360  ___________________________________________________________________
 HD0360* NAD 83(1986)-  37 40 46.     (N)    092 39 51.     (W)     SCALED    
 HD0360* NAVD 88     -       386.046  (meters)    1266.55   (feet)  ADJUSTED  
 HD0360  ___________________________________________________________________
 HD0360  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 HD0360  DYNAMIC HT  -         385.748 (meters)    1265.57  (feet)  COMP
 HD0360  MODELED GRAV-     979,846.8   (mgal)                       NAVD 88
 HD0360
 HD0360  VERT ORDER  -  SECOND    CLASS 0
 HD0360
 HD0360.The horizontal coordinates were scaled from a topographic map and have
 HD0360.an estimated accuracy of +/- 6 seconds.
 HD0360
 HD0360.The orthometric height was determined by differential leveling
 HD0360.and adjusted by the National Geodetic Survey in June 1991..
 HD0360
 HD0360.The geoid height was determined by GEOID03.
 HD0360
 HD0360.The dynamic height is computed by dividing the NAVD 88
 HD0360.geopotential number by the normal gravity value computed on the
 HD0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0360.degrees latitude (g = 980.6199 gals.).
 HD0360
 HD0360.The modeled gravity was interpolated from observed gravity values.
 HD0360
 HD0360;                    North         East    Units  Estimated Accuracy
 HD0360;SPC MO C     -   204,870.      485,520.      MT  (+/- 180 meters Scaled)
 HD0360
 HD0360                          SUPERSEDED SURVEY CONTROL
 HD0360
 HD0360  NGVD 29 (??/??/92)  385.932  (m)         1266.18   (f) ADJ UNCH    2 0
 HD0360
 HD0360.Superseded values are not recommended for survey control.
 HD0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0360.See file dsdata.txt to determine how the superseded data were derived.
 HD0360
 HD0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB296703(NAD 83)
 HD0360_MARKER: Q = CHISELED SQUARE
 HD0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0360_SP_SET: SEMAPHORE BASE
 HD0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0360
 HD0360  HISTORY     - Date     Condition        Report By
 HD0360  HISTORY     - UNK      MONUMENTED       USGS
 HD0360  HISTORY     - 1945     GOOD             NGS
 HD0360
 HD0360                          STATION DESCRIPTION
 HD0360
 HD0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HD0360'AT LEBANON.
 HD0360'AT LEBANON, AT THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION,
 HD0360'285 FEET NORTHEAST OF BENCH MARK 114 M (USGS) DESCRIBED ABOVE,
 HD0360'AT A SEMAPHORE, AND ON THE TOP OF THE NORTH CORNER OF THE
 HD0360'CONCRETE BASE.   A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0377 ***********************************************************************
 HD0377  DESIGNATION -  1140.3
 HD0377  PID         -  HD0377
 HD0377  STATE/COUNTY-  MO/CAMDEN
 HD0377  USGS QUAD   -  DECATURVILLE (1975)
 HD0377
 HD0377                         *CURRENT SURVEY CONTROL
 HD0377  ___________________________________________________________________
 HD0377* NAD 83(1986)-  37 55 04.     (N)    092 42 15.     (W)     SCALED    
 HD0377* NAVD 88     -       348.227  (meters)    1142.47   (feet)  ADJUSTED  
 HD0377  ___________________________________________________________________
 HD0377  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HD0377  DYNAMIC HT  -         347.967 (meters)    1141.62  (feet)  COMP
 HD0377  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 HD0377
 HD0377  VERT ORDER  -  SECOND    CLASS 0
 HD0377
 HD0377.The horizontal coordinates were scaled from a topographic map and have
 HD0377.an estimated accuracy of +/- 6 seconds.
 HD0377
 HD0377.The orthometric height was determined by differential leveling
 HD0377.and adjusted by the National Geodetic Survey in June 1991..
 HD0377
 HD0377.The geoid height was determined by GEOID03.
 HD0377
 HD0377.The dynamic height is computed by dividing the NAVD 88
 HD0377.geopotential number by the normal gravity value computed on the
 HD0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0377.degrees latitude (g = 980.6199 gals.).
 HD0377
 HD0377.The modeled gravity was interpolated from observed gravity values.
 HD0377
 HD0377;                    North         East    Units  Estimated Accuracy
 HD0377;SPC MO C     -   231,330.      482,050.      MT  (+/- 180 meters Scaled)
 HD0377
 HD0377                          SUPERSEDED SURVEY CONTROL
 HD0377
 HD0377  NGVD 29 (??/??/92)  348.124  (m)         1142.14   (f) ADJ UNCH    2 0
 HD0377
 HD0377.Superseded values are not recommended for survey control.
 HD0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0377.See file dsdata.txt to determine how the superseded data were derived.
 HD0377
 HD0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB260967(NAD 83)
 HD0377_MARKER: N = NAIL
 HD0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0377_SP_SET: HICKORY TREE ROOT
 HD0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0377
 HD0377  HISTORY     - Date     Condition        Report By
 HD0377  HISTORY     - UNK      MONUMENTED       USGS
 HD0377  HISTORY     - 1934     GOOD             NGS
 HD0377
 HD0377                          STATION DESCRIPTION
 HD0377
 HD0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0377'0.7 MI N FROM DECATURVILLE.
 HD0377'0.7 MILE NORTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE, ON THE
 HD0377'SUMMIT OF A HILL, 60 FEET EAST OF THE HIGHWAY, ON THE NORTH
 HD0377'SIDE OF A 10-INCH HICKORY TREE, AND IN A ROOT.  A UNITED STATES
 HD0377'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0035 ***********************************************************************
 HE0035  DESIGNATION -  1148 A
 HE0035  PID         -  HE0035
 HE0035  STATE/COUNTY-  MO/VERNON
 HE0035  USGS QUAD   -  HORTON (1991)
 HE0035
 HE0035                         *CURRENT SURVEY CONTROL
 HE0035  ___________________________________________________________________
 HE0035* NAD 83(1986)-  37 54 58.     (N)    094 20 30.     (W)     SCALED    
 HE0035* NAVD 88     -       245.994  (meters)     807.07   (feet)  ADJUSTED  
 HE0035  ___________________________________________________________________
 HE0035  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 HE0035  DYNAMIC HT  -         245.814 (meters)     806.47  (feet)  COMP
 HE0035  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 HE0035
 HE0035  VERT ORDER  -  SECOND    CLASS II
 HE0035
 HE0035.The horizontal coordinates were scaled from a topographic map and have
 HE0035.an estimated accuracy of +/- 6 seconds.
 HE0035
 HE0035.The orthometric height was determined by differential leveling
 HE0035.and adjusted by the National Geodetic Survey in June 1991..
 HE0035
 HE0035.The geoid height was determined by GEOID03.
 HE0035
 HE0035.The dynamic height is computed by dividing the NAVD 88
 HE0035.geopotential number by the normal gravity value computed on the
 HE0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0035.degrees latitude (g = 980.6199 gals.).
 HE0035
 HE0035.The modeled gravity was interpolated from observed gravity values.
 HE0035
 HE0035;                    North         East    Units  Estimated Accuracy
 HE0035;SPC MO W     -   194,150.      863,920.      MT  (+/- 180 meters Scaled)
 HE0035
 HE0035                          SUPERSEDED SURVEY CONTROL
 HE0035
 HE0035  NGVD 29 (??/??/92)  245.89   (m)          806.7    (f) COMPUTED    2 2
 HE0035
 HE0035.Superseded values are not recommended for survey control.
 HE0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0035.See file dsdata.txt to determine how the superseded data were derived.
 HE0035
 HE0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB820973(NAD 83)
 HE0035_MARKER: N = NAIL
 HE0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0035_SP_SET: ELM TREE ROOT
 HE0035_MARK LOGO: NONE  
 HE0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0035
 HE0035  HISTORY     - Date     Condition        Report By
 HE0035  HISTORY     - 1938     MONUMENTED       USGS
 HE0035  HISTORY     - 1963     MARK NOT FOUND   NGS
 HE0035
 HE0035                          STATION DESCRIPTION
 HE0035
 HE0035'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 HE0035'5.8 MI FROM NEVADA.
 HE0035'5.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0035'STATION AT NEVADA, VERNON COUNTY, AT THE QUARTER CORNER BETWEEN
 HE0035'SECTIONS 9 AND 10, T 36 N, R 31 W, 25 FEET NORTH OF A T-ROAD
 HE0035'LEADING EAST, 75 FEET EAST OF THE TRACK, AND IN THE WEST ROOT
 HE0035'OF A 20-INCH ELM TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HE0035'COPPER NAIL AND WASHER.
 HE0035
 HE0035                          STATION RECOVERY (1963)
 HE0035
 HE0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HE0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0430 ***********************************************************************
 HD0430  DESIGNATION -  1148.6
 HD0430  PID         -  HD0430
 HD0430  STATE/COUNTY-  MO/DALLAS
 HD0430  USGS QUAD   -  LONG LANE (1982)
 HD0430
 HD0430                         *CURRENT SURVEY CONTROL
 HD0430  ___________________________________________________________________
 HD0430* NAD 83(1986)-  37 36 40.     (N)    092 54 38.     (W)     SCALED    
 HD0430* NAVD 88     -       350.265  (meters)    1149.16   (feet)  ADJUSTED  
 HD0430  ___________________________________________________________________
 HD0430  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 HD0430  DYNAMIC HT  -         349.996 (meters)    1148.28  (feet)  COMP
 HD0430  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 HD0430
 HD0430  VERT ORDER  -  SECOND    CLASS 0
 HD0430
 HD0430.The horizontal coordinates were scaled from a topographic map and have
 HD0430.an estimated accuracy of +/- 6 seconds.
 HD0430
 HD0430.The orthometric height was determined by differential leveling
 HD0430.and adjusted by the National Geodetic Survey in June 1991..
 HD0430
 HD0430.The geoid height was determined by GEOID03.
 HD0430
 HD0430.The dynamic height is computed by dividing the NAVD 88
 HD0430.geopotential number by the normal gravity value computed on the
 HD0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0430.degrees latitude (g = 980.6199 gals.).
 HD0430
 HD0430.The modeled gravity was interpolated from observed gravity values.
 HD0430
 HD0430;                    North         East    Units  Estimated Accuracy
 HD0430;SPC MO C     -   197,350.      463,750.      MT  (+/- 180 meters Scaled)
 HD0430
 HD0430                          SUPERSEDED SURVEY CONTROL
 HD0430
 HD0430  NGVD 29 (??/??/92)  350.154  (m)         1148.80   (f) ADJ UNCH    2 0
 HD0430
 HD0430.Superseded values are not recommended for survey control.
 HD0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0430.See file dsdata.txt to determine how the superseded data were derived.
 HD0430
 HD0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB078626(NAD 83)
 HD0430_MARKER: Q = CHISELED SQUARE
 HD0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0430_SP_SET: PORCH
 HD0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0430
 HD0430  HISTORY     - Date     Condition        Report By
 HD0430  HISTORY     - UNK      MONUMENTED       USGS
 HD0430  HISTORY     - 1935     GOOD             NGS
 HD0430
 HD0430                          STATION DESCRIPTION
 HD0430
 HD0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0430'AT LONG LANE.
 HD0430'AT LONG LANE, ON THE COUNTY ROAD A, AT A STREET INTERSECTION,
 HD0430'90 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 80 FEET EAST
 HD0430'OF THE CENTERLINE OF THE STREET, AT THE STONE STORE BUILDING
 HD0430'OWNED IN 1935 BY E.W. LEGAN, AT THE WEST END OF THE CONCRETE
 HD0430'PORCH, AND ON THE TOP OF THE SOUTH END OF THE FIRST STEP.  A
 HD0430'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0058 ***********************************************************************
 JD0058  DESIGNATION -  115 BOLT
 JD0058  PID         -  JD0058
 JD0058  STATE/COUNTY-  MO/COLE
 JD0058  USGS QUAD   -  HARTSBURG (1981)
 JD0058
 JD0058                         *CURRENT SURVEY CONTROL
 JD0058  ___________________________________________________________________
 JD0058* NAD 83(1986)-  38 39 23.     (N)    092 18 44.     (W)     SCALED    
 JD0058* NAVD 88     -       169.034  (meters)     554.57   (feet)  ADJUSTED  
 JD0058  ___________________________________________________________________
 JD0058  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD0058  DYNAMIC HT  -         168.923 (meters)     554.21  (feet)  COMP
 JD0058  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 JD0058
 JD0058  VERT ORDER  -  FIRST     CLASS II
 JD0058
 JD0058.The horizontal coordinates were scaled from a topographic map and have
 JD0058.an estimated accuracy of +/- 6 seconds.
 JD0058
 JD0058.The orthometric height was determined by differential leveling
 JD0058.and adjusted by the National Geodetic Survey in June 1991..
 JD0058
 JD0058.The geoid height was determined by GEOID03.
 JD0058
 JD0058.The dynamic height is computed by dividing the NAVD 88
 JD0058.geopotential number by the normal gravity value computed on the
 JD0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0058.degrees latitude (g = 980.6199 gals.).
 JD0058
 JD0058.The modeled gravity was interpolated from observed gravity values.
 JD0058
 JD0058;                    North         East    Units  Estimated Accuracy
 JD0058;SPC MO C     -   313,310.      516,340.      MT  (+/- 180 meters Scaled)
 JD0058
 JD0058                          SUPERSEDED SURVEY CONTROL
 JD0058
 JD0058  NGVD 29 (??/??/92)  168.987  (m)          554.42   (f) ADJ UNCH    1 2
 JD0058
 JD0058.Superseded values are not recommended for survey control.
 JD0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0058.See file dsdata.txt to determine how the superseded data were derived.
 JD0058
 JD0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC598788(NAD 83)
 JD0058_MARKER: P = PIPE CAP
 JD0058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0058
 JD0058  HISTORY     - Date     Condition        Report By
 JD0058  HISTORY     - UNK      MONUMENTED       MORC
 JD0058  HISTORY     - 1946     GOOD             NGS
 JD0058  HISTORY     - 1948     GOOD             NGS
 JD0058  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0058
 JD0058                          STATION DESCRIPTION
 JD0058
 JD0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0058'4 MI SE FROM MARION.
 JD0058'ABOUT 4.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JD0058'FROM THE STATION AT MARION, ABOUT 8 1/2 RAILS WEST OF MILEPOST
 JD0058'NO. 135, ABOUT 75 FEET EAST OF A RAVINE, 29 FEET SOUTH OF THE
 JD0058'CENTER LINE OF THE TRACK, 25 FEET SOUTHEAST OF THE SOUTH END
 JD0058'OF A STONE CULVERT.  A COPPER BOLT LEADED INTO THE TOP OF
 JD0058'A STONE WHICH IS ABOUT 3 FEET UNDER GROUND, ACCESS TO WHICH IS
 JD0058'HAD THROUGH AN IRON PIPE WHICH PROJECTS 15 INCHES ABOVE THE
 JD0058'GROUND.  THE CAP IS MISSING FROM THIS PIPE.  NOTE-- CAP IS
 JD0058'MISSING, AND PIPE IS PARTLY FILLED WITH TRASH.
 JD0058
 JD0058                          STATION RECOVERY (1948)
 JD0058
 JD0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 JD0058'RECOVERED IN GOOD CONDITION.
 JD0058
 JD0058                          STATION RECOVERY (1986)
 JD0058
 JD0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0484 ***********************************************************************
 HC0484  DESIGNATION -  1154
 HC0484  PID         -  HC0484
 HC0484  STATE/COUNTY-  MO/CRAWFORD
 HC0484  USGS QUAD   -  COOK STATION (1978)
 HC0484
 HC0484                         *CURRENT SURVEY CONTROL
 HC0484  ___________________________________________________________________
 HC0484* NAD 83(1986)-  37 47 42.     (N)    091 28 59.     (W)     SCALED    
 HC0484* NAVD 88     -       351.795  (meters)    1154.18   (feet)  ADJUSTED  
 HC0484  ___________________________________________________________________
 HC0484  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 HC0484  DYNAMIC HT  -         351.529 (meters)    1153.31  (feet)  COMP
 HC0484  MODELED GRAV-     979,862.7   (mgal)                       NAVD 88
 HC0484
 HC0484  VERT ORDER  -  SECOND    CLASS 0
 HC0484
 HC0484.The horizontal coordinates were scaled from a topographic map and have
 HC0484.an estimated accuracy of +/- 6 seconds.
 HC0484
 HC0484.The orthometric height was determined by differential leveling
 HC0484.and adjusted by the National Geodetic Survey in June 1991..
 HC0484
 HC0484.The geoid height was determined by GEOID03.
 HC0484
 HC0484.The dynamic height is computed by dividing the NAVD 88
 HC0484.geopotential number by the normal gravity value computed on the
 HC0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0484.degrees latitude (g = 980.6199 gals.).
 HC0484
 HC0484.The modeled gravity was interpolated from observed gravity values.
 HC0484
 HC0484;                    North         East    Units  Estimated Accuracy
 HC0484;SPC MO E     -   218,140.      163,420.      MT  (+/- 180 meters Scaled)
 HC0484
 HC0484                          SUPERSEDED SURVEY CONTROL
 HC0484
 HC0484  NGVD 29 (??/??/92)  351.730  (m)         1153.97   (f) ADJ UNCH    2 0
 HC0484
 HC0484.Superseded values are not recommended for survey control.
 HC0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0484.See file dsdata.txt to determine how the superseded data were derived.
 HC0484
 HC0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB335841(NAD 83)
 HC0484_MARKER: DD = SURVEY DISK
 HC0484_SETTING: 66 = SET IN ROCK OUTCROP
 HC0484_SP_SET: ROCK LEDGE
 HC0484_STAMPING: 1154 MO
 HC0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC0484+STABILITY: POSITION/ELEVATION WELL
 HC0484
 HC0484  HISTORY     - Date     Condition        Report By
 HC0484  HISTORY     - UNK      MONUMENTED       USGS
 HC0484  HISTORY     - 1934     GOOD             NGS
 HC0484
 HC0484                          STATION DESCRIPTION
 HC0484
 HC0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0484'3.3 MI S FROM COOK STATION.
 HC0484'3.3 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HC0484'THE STATION AT COOK STATION, CRAWFORD COUNTY, 150 FEET NORTH OF
 HC0484'THE STATION MARKER AT MC KENZIE, 6 POLES SOUTH OF MILEPOST 114,
 HC0484'45 FEET WEST OF THE CENTERLINE OF THE TRACK, 5 FEET EAST OF THE
 HC0484'RIGHT-OF-WAY FENCE, IN THE TOP OF A SANDSTONE LEDGE, AND 5 FEET
 HC0484'WEST OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HC0484'STAMPED 1154 MO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0063 ***********************************************************************
 JD0063  DESIGNATION -  117 BOLT
 JD0063  PID         -  JD0063
 JD0063  STATE/COUNTY-  MO/COLE
 JD0063  USGS QUAD   -  HARTSBURG (1981)
 JD0063
 JD0063                         *CURRENT SURVEY CONTROL
 JD0063  ___________________________________________________________________
 JD0063* NAD 83(1986)-  38 40 22.     (N)    092 20 39.     (W)     SCALED    
 JD0063* NAVD 88     -       174.139  (meters)     571.32   (feet)  ADJUSTED  
 JD0063  ___________________________________________________________________
 JD0063  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JD0063  DYNAMIC HT  -         174.024 (meters)     570.94  (feet)  COMP
 JD0063  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 JD0063
 JD0063  VERT ORDER  -  FIRST     CLASS II
 JD0063
 JD0063.The horizontal coordinates were scaled from a topographic map and have
 JD0063.an estimated accuracy of +/- 6 seconds.
 JD0063
 JD0063.The orthometric height was determined by differential leveling
 JD0063.and adjusted by the National Geodetic Survey in June 1991..
 JD0063
 JD0063.The geoid height was determined by GEOID03.
 JD0063
 JD0063.The dynamic height is computed by dividing the NAVD 88
 JD0063.geopotential number by the normal gravity value computed on the
 JD0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0063.degrees latitude (g = 980.6199 gals.).
 JD0063
 JD0063.The modeled gravity was interpolated from observed gravity values.
 JD0063
 JD0063;                    North         East    Units  Estimated Accuracy
 JD0063;SPC MO C     -   315,120.      513,560.      MT  (+/- 180 meters Scaled)
 JD0063
 JD0063                          SUPERSEDED SURVEY CONTROL
 JD0063
 JD0063  NGVD 29 (??/??/92)  174.09   (m)          571.2    (f) COMPUTED    1 2
 JD0063
 JD0063.Superseded values are not recommended for survey control.
 JD0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0063.See file dsdata.txt to determine how the superseded data were derived.
 JD0063
 JD0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC570806(NAD 83)
 JD0063_MARKER: B = BOLT
 JD0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0063_SP_SET: STONE
 JD0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0063+STABILITY: SURFACE MOTION
 JD0063
 JD0063  HISTORY     - Date     Condition        Report By
 JD0063  HISTORY     - UNK      MONUMENTED       MORC
 JD0063  HISTORY     - 1948     GOOD             NGS
 JD0063  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0063
 JD0063                          STATION DESCRIPTION
 JD0063
 JD0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0063'1.9 MI SE FROM MARION.
 JD0063'1.9 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0063'THE STATION AT MARION, JUST WEST OF BULL ROCK, 21 POLES SOUTHEAST
 JD0063'OF BRIDGE NO. 11 OVER ROCK CREEK, 78.8 FEET SOUTHWEST OF BENCH
 JD0063'MARK Y 220, 100.0 FEET EAST OF POLE NO. 137-6, 57.0 FEET WEST
 JD0063'OF POLE NO. 137-5, 31.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 JD0063'TRACK, 12.0 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, ABOUT
 JD0063'20.0 FEET ABOVE TRACK LEVEL.  THE TOP OF A COPPER BOLT LEADED
 JD0063'IN A STONE 18-INCHES SQUARE AND SET 3.0 FEET UNDERGROUND, ACCESS
 JD0063'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 JD0063'COMMISSION IRON CAP.
 JD0063
 JD0063                          STATION RECOVERY (1986)
 JD0063
 JD0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0062 ***********************************************************************
 JD0062  DESIGNATION -  117 CAP
 JD0062  PID         -  JD0062
 JD0062  STATE/COUNTY-  MO/COLE
 JD0062  USGS QUAD   -  HARTSBURG (1981)
 JD0062
 JD0062                         *CURRENT SURVEY CONTROL
 JD0062  ___________________________________________________________________
 JD0062* NAD 83(1986)-  38 40 22.     (N)    092 20 39.     (W)     SCALED    
 JD0062* NAVD 88     -       175.376  (meters)     575.38   (feet)  ADJUSTED  
 JD0062  ___________________________________________________________________
 JD0062  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JD0062  DYNAMIC HT  -         175.260 (meters)     575.00  (feet)  COMP
 JD0062  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 JD0062
 JD0062  VERT ORDER  -  FIRST     CLASS II
 JD0062
 JD0062.The horizontal coordinates were scaled from a topographic map and have
 JD0062.an estimated accuracy of +/- 6 seconds.
 JD0062
 JD0062.The orthometric height was determined by differential leveling
 JD0062.and adjusted by the National Geodetic Survey in June 1991..
 JD0062
 JD0062.The geoid height was determined by GEOID03.
 JD0062
 JD0062.The dynamic height is computed by dividing the NAVD 88
 JD0062.geopotential number by the normal gravity value computed on the
 JD0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0062.degrees latitude (g = 980.6199 gals.).
 JD0062
 JD0062.The modeled gravity was interpolated from observed gravity values.
 JD0062
 JD0062;                    North         East    Units  Estimated Accuracy
 JD0062;SPC MO C     -   315,120.      513,560.      MT  (+/- 180 meters Scaled)
 JD0062
 JD0062                          SUPERSEDED SURVEY CONTROL
 JD0062
 JD0062  NGVD 29 (??/??/92)  175.329  (m)          575.23   (f) ADJ UNCH    1 2
 JD0062
 JD0062.Superseded values are not recommended for survey control.
 JD0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0062.See file dsdata.txt to determine how the superseded data were derived.
 JD0062
 JD0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC570806(NAD 83)
 JD0062_MARKER: P = PIPE CAP
 JD0062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0062
 JD0062  HISTORY     - Date     Condition        Report By
 JD0062  HISTORY     - UNK      MONUMENTED       MORC
 JD0062  HISTORY     - 1948     GOOD             NGS
 JD0062  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0062
 JD0062                          STATION DESCRIPTION
 JD0062
 JD0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0062'1.9 MI SE FROM MARION.
 JD0062'1.9 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0062'THE STATION AT MARION, JUST WEST OF BULL ROCK, 21 POLES SOUTHEAST
 JD0062'OF BRIDGE NO. 11 OVER ROCK CREEK, 78.8 FEET SOUTHWEST OF BENCH
 JD0062'MARK Y 220, 100.0 FEET EAST OF POLE NO. 137-6, 57.0 FEET WEST
 JD0062'OF POLE NO. 137-5, 31.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 JD0062'TRACK, 12.0 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, ABOUT
 JD0062'20.0 FEET ABOVE TRACK LEVEL.  THE TOP OF A MISSOURI RIVER
 JD0062'COMMISSION IRON CAP.
 JD0062
 JD0062                          STATION RECOVERY (1986)
 JD0062
 JD0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0397 ***********************************************************************
 HD0397  DESIGNATION -  117 M
 HD0397  PID         -  HD0397
 HD0397  STATE/COUNTY-  MO/LACLEDE
 HD0397  USGS QUAD   -  LEBANON (1978)
 HD0397
 HD0397                         *CURRENT SURVEY CONTROL
 HD0397  ___________________________________________________________________
 HD0397* NAD 83(1986)-  37 42 03.     (N)    092 37 53.     (W)     SCALED    
 HD0397* NAVD 88     -       368.647  (meters)    1209.47   (feet)  ADJUSTED  
 HD0397  ___________________________________________________________________
 HD0397  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HD0397  DYNAMIC HT  -         368.362 (meters)    1208.53  (feet)  COMP
 HD0397  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 HD0397
 HD0397  VERT ORDER  -  SECOND    CLASS 0
 HD0397
 HD0397.The horizontal coordinates were scaled from a topographic map and have
 HD0397.an estimated accuracy of +/- 6 seconds.
 HD0397
 HD0397.The orthometric height was determined by differential leveling
 HD0397.and adjusted by the National Geodetic Survey in June 1991..
 HD0397
 HD0397.The geoid height was determined by GEOID03.
 HD0397
 HD0397.The dynamic height is computed by dividing the NAVD 88
 HD0397.geopotential number by the normal gravity value computed on the
 HD0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0397.degrees latitude (g = 980.6199 gals.).
 HD0397
 HD0397.The modeled gravity was interpolated from observed gravity values.
 HD0397
 HD0397;                    North         East    Units  Estimated Accuracy
 HD0397;SPC MO C     -   207,240.      488,410.      MT  (+/- 180 meters Scaled)
 HD0397
 HD0397                          SUPERSEDED SURVEY CONTROL
 HD0397
 HD0397  NGVD 29 (??/??/92)  368.529  (m)         1209.08   (f) ADJ UNCH    2 0
 HD0397
 HD0397.Superseded values are not recommended for survey control.
 HD0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0397.See file dsdata.txt to determine how the superseded data were derived.
 HD0397
 HD0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB324726(NAD 83)
 HD0397_MARKER: DD = SURVEY DISK
 HD0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0397_SP_SET: UNDERPASS
 HD0397_STAMPING: 117 M 1931
 HD0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0397
 HD0397  HISTORY     - Date     Condition        Report By
 HD0397  HISTORY     - 1931     MONUMENTED       USGS
 HD0397  HISTORY     - 1938     GOOD             NGS
 HD0397
 HD0397                          STATION DESCRIPTION
 HD0397
 HD0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0397'2.3 MI NE FROM LEBANON.
 HD0397'2.3 MILES NORTHEAST ALONG THE SOUTHEASTERN BRANCH OF THE ST.
 HD0397'LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT LEBANON, IN THE
 HD0397'EAST PART OF LOT 3, SECTION 1, T 34 N, R 16 W, 280 FEET NORTH
 HD0397'AND 45 FEET EAST OF A FENCE CORNER, 115 FEET EAST OF THE JUNCTION
 HD0397'OF A T-ROAD LEADING EAST, AT A CONCRETE UNDERPASS, AND IN THE TOP
 HD0397'OF THE NORTH END OF THE WEST CONCRETE HEADWALL.  A UNITED
 HD0397'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 117 M 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0398 ***********************************************************************
 HD0398  DESIGNATION -  117 M RM
 HD0398  PID         -  HD0398
 HD0398  STATE/COUNTY-  MO/LACLEDE
 HD0398  USGS QUAD   -  LEBANON (1978)
 HD0398
 HD0398                         *CURRENT SURVEY CONTROL
 HD0398  ___________________________________________________________________
 HD0398* NAD 83(1986)-  37 42 03.     (N)    092 37 55.     (W)     SCALED    
 HD0398* NAVD 88     -       368.75   (+/-2cm)    1209.8    (feet)  VERTCON   
 HD0398  ___________________________________________________________________
 HD0398  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HD0398
 HD0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HD0398
 HD0398.The horizontal coordinates were scaled from a topographic map and have
 HD0398.an estimated accuracy of +/- 6 seconds.
 HD0398
 HD0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD0398.The vertical order pertains to the NGVD 29 superseded value.
 HD0398
 HD0398.The geoid height was determined by GEOID03.
 HD0398
 HD0398;                    North         East    Units  Estimated Accuracy
 HD0398;SPC MO C     -   207,240.      488,370.      MT  (+/- 180 meters Scaled)
 HD0398
 HD0398                          SUPERSEDED SURVEY CONTROL
 HD0398
 HD0398  NGVD 29 (??/??/92)  368.636  (m)         1209.43   (f) ADJ UNCH    2 0
 HD0398
 HD0398.Superseded values are not recommended for survey control.
 HD0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0398.See file dsdata.txt to determine how the superseded data were derived.
 HD0398
 HD0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB324726(NAD 83)
 HD0398_MARKER: Q = CHISELED SQUARE
 HD0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0398_SP_SET: UNDERPASS
 HD0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0398
 HD0398  HISTORY     - Date     Condition        Report By
 HD0398  HISTORY     - UNK      MONUMENTED       USGS
 HD0398  HISTORY     - 1938     GOOD             NGS
 HD0398
 HD0398                          STATION DESCRIPTION
 HD0398
 HD0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0398'2.3 MI NE FROM LEBANON.
 HD0398'2.3 MILES NORTHEAST ALONG THE SOUTHEASTERN BRANCH OF THE ST.
 HD0398'LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT LEBANON, 50
 HD0398'YARDS NORTHWEST OF MILEPOST 179, 30 FEET SOUTH, AND 15 FEET EAST
 HD0398'OF BENCH MARK 117 M (USGS) DESCRIBED ABOVE, AT A CONCRETE
 HD0398'UNDERPASS, AND ON THE TOP OF THE SOUTH END OF THE EAST HEADWALL.
 HD0398'A 2-INCH CHISELED SQUARE, PAINTED 1210.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0686 ***********************************************************************
 HC0686  DESIGNATION -  1170
 HC0686  PID         -  HC0686
 HC0686  STATE/COUNTY-  MO/DENT
 HC0686  USGS QUAD   -  SALEM (1981)
 HC0686
 HC0686                         *CURRENT SURVEY CONTROL
 HC0686  ___________________________________________________________________
 HC0686* NAD 83(1986)-  37 40 07.     (N)    091 31 32.     (W)     SCALED    
 HC0686* NAVD 88     -       356.539  (meters)    1169.74   (feet)  ADJUSTED  
 HC0686  ___________________________________________________________________
 HC0686  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HC0686  DYNAMIC HT  -         356.266 (meters)    1168.85  (feet)  COMP
 HC0686  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 HC0686
 HC0686  VERT ORDER  -  SECOND    CLASS 0
 HC0686
 HC0686.The horizontal coordinates were scaled from a topographic map and have
 HC0686.an estimated accuracy of +/- 6 seconds.
 HC0686
 HC0686.The orthometric height was determined by differential leveling
 HC0686.and adjusted by the National Geodetic Survey in June 1991..
 HC0686
 HC0686.The geoid height was determined by GEOID03.
 HC0686
 HC0686.The dynamic height is computed by dividing the NAVD 88
 HC0686.geopotential number by the normal gravity value computed on the
 HC0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0686.degrees latitude (g = 980.6199 gals.).
 HC0686
 HC0686.The modeled gravity was interpolated from observed gravity values.
 HC0686
 HC0686;                    North         East    Units  Estimated Accuracy
 HC0686;SPC MO E     -   204,150.      159,520.      MT  (+/- 180 meters Scaled)
 HC0686
 HC0686                          SUPERSEDED SURVEY CONTROL
 HC0686
 HC0686  NGVD 29 (??/??/92)  356.460  (m)         1169.49   (f) ADJ UNCH    2 0
 HC0686
 HC0686.Superseded values are not recommended for survey control.
 HC0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0686.See file dsdata.txt to determine how the superseded data were derived.
 HC0686
 HC0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB300700(NAD 83)
 HC0686_MARKER: P = PIPE CAP
 HC0686_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0686_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0686_STAMPING: 1170 MO
 HC0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0686
 HC0686  HISTORY     - Date     Condition        Report By
 HC0686  HISTORY     - UNK      MONUMENTED       USGS
 HC0686  HISTORY     - 1934     GOOD             NGS
 HC0686
 HC0686                          STATION DESCRIPTION
 HC0686
 HC0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0686'1.9 MI N FROM SALEM.
 HC0686'1.9 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HC0686'THE STATION AT SALEM, DENT COUNTY, 70 FEET NORTHEAST OF THE
 HC0686'TWENTY-FIFTH POLE SOUTH OF MILEPOST 124, 23 FEET EAST OF THE
 HC0686'CENTERLINE OF A CROSS ROAD, 32 FEET NORTH OF THE CENTERLINE OF
 HC0686'THE TRACK, AND 2 FEET WEST OF THE FENCE LINE.  A UNITED STATES
 HC0686'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1170 MO. AND RIVETED
 HC0686'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0404 ***********************************************************************
 HD0404  DESIGNATION -  118 M
 HD0404  PID         -  HD0404
 HD0404  STATE/COUNTY-  MO/LACLEDE
 HD0404  USGS QUAD   -  OAKLAND (1979)
 HD0404
 HD0404                         *CURRENT SURVEY CONTROL
 HD0404  ___________________________________________________________________
 HD0404* NAD 83(1986)-  37 44 21.     (N)    092 36 07.     (W)     SCALED    
 HD0404* NAVD 88     -       375.820  (meters)    1233.00   (feet)  ADJUSTED  
 HD0404  ___________________________________________________________________
 HD0404  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HD0404  DYNAMIC HT  -         375.530 (meters)    1232.05  (feet)  COMP
 HD0404  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 HD0404
 HD0404  VERT ORDER  -  SECOND    CLASS 0
 HD0404
 HD0404.The horizontal coordinates were scaled from a topographic map and have
 HD0404.an estimated accuracy of +/- 6 seconds.
 HD0404
 HD0404.The orthometric height was determined by differential leveling
 HD0404.and adjusted by the National Geodetic Survey in June 1991..
 HD0404
 HD0404.The geoid height was determined by GEOID03.
 HD0404
 HD0404.The dynamic height is computed by dividing the NAVD 88
 HD0404.geopotential number by the normal gravity value computed on the
 HD0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0404.degrees latitude (g = 980.6199 gals.).
 HD0404
 HD0404.The modeled gravity was interpolated from observed gravity values.
 HD0404
 HD0404;                    North         East    Units  Estimated Accuracy
 HD0404;SPC MO C     -   211,490.      491,020.      MT  (+/- 180 meters Scaled)
 HD0404
 HD0404                          SUPERSEDED SURVEY CONTROL
 HD0404
 HD0404  NGVD 29 (??/??/92)  375.702  (m)         1232.62   (f) ADJ UNCH    2 0
 HD0404
 HD0404.Superseded values are not recommended for survey control.
 HD0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0404.See file dsdata.txt to determine how the superseded data were derived.
 HD0404
 HD0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB350769(NAD 83)
 HD0404_MARKER: DD = SURVEY DISK
 HD0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0404_STAMPING: 118 M 1931
 HD0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0404+STABILITY: SURFACE MOTION
 HD0404
 HD0404  HISTORY     - Date     Condition        Report By
 HD0404  HISTORY     - 1931     MONUMENTED       USGS
 HD0404  HISTORY     - 1938     GOOD             NGS
 HD0404
 HD0404                          STATION DESCRIPTION
 HD0404
 HD0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0404'1.3 MI SW FROM SLEEPER.
 HD0404'1.4 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0404'FROM SLEEPER, AT CARROLL JUNCTION, AT THE THIRTY-SECOND POLE
 HD0404'SOUTHWEST OF MILEPOST 175, AT THE CENTER OF THE EAST HALF OF
 HD0404'SECTION 29, T 35 N, R 15 W, 110 FEET NORTH AND 30 FEET EAST OF A
 HD0404'BIG GATE, 30 FEET WEST OF THE WEST RAIL, AND 5 FEET EAST OF A
 HD0404'FENCE POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HD0404'STAMPED 118 M 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0405 ***********************************************************************
 HD0405  DESIGNATION -  118 M RM
 HD0405  PID         -  HD0405
 HD0405  STATE/COUNTY-  MO/LACLEDE
 HD0405  USGS QUAD   -  OAKLAND (1979)
 HD0405
 HD0405                         *CURRENT SURVEY CONTROL
 HD0405  ___________________________________________________________________
 HD0405* NAD 83(1986)-  37 44 25.     (N)    092 36 05.     (W)     SCALED    
 HD0405* NAVD 88     -       375.883  (meters)    1233.21   (feet)  ADJUSTED  
 HD0405  ___________________________________________________________________
 HD0405  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HD0405  DYNAMIC HT  -         375.593 (meters)    1232.26  (feet)  COMP
 HD0405  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 HD0405
 HD0405  VERT ORDER  -  SECOND    CLASS 0
 HD0405
 HD0405.The horizontal coordinates were scaled from a topographic map and have
 HD0405.an estimated accuracy of +/- 6 seconds.
 HD0405
 HD0405.The orthometric height was determined by differential leveling
 HD0405.and adjusted by the National Geodetic Survey in June 1991..
 HD0405
 HD0405.The geoid height was determined by GEOID03.
 HD0405
 HD0405.The dynamic height is computed by dividing the NAVD 88
 HD0405.geopotential number by the normal gravity value computed on the
 HD0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0405.degrees latitude (g = 980.6199 gals.).
 HD0405
 HD0405.The modeled gravity was interpolated from observed gravity values.
 HD0405
 HD0405;                    North         East    Units  Estimated Accuracy
 HD0405;SPC MO C     -   211,610.      491,060.      MT  (+/- 180 meters Scaled)
 HD0405
 HD0405                          SUPERSEDED SURVEY CONTROL
 HD0405
 HD0405  NGVD 29 (??/??/92)  375.766  (m)         1232.83   (f) ADJ UNCH    2 0
 HD0405
 HD0405.Superseded values are not recommended for survey control.
 HD0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0405.See file dsdata.txt to determine how the superseded data were derived.
 HD0405
 HD0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB351770(NAD 83)
 HD0405_MARKER: Q = CHISELED SQUARE
 HD0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0405_SP_SET: SEMAPHORE BASE
 HD0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0405
 HD0405  HISTORY     - Date     Condition        Report By
 HD0405  HISTORY     - UNK      MONUMENTED       USGS
 HD0405  HISTORY     - 1938     GOOD             NGS
 HD0405
 HD0405                          STATION DESCRIPTION
 HD0405
 HD0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0405'1.3 MI SW FROM SLEEPER.
 HD0405'1.3 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0405'FROM SLEEPER, AT CARROLL JUNCTION, 25 YARDS WEST OF THE
 HD0405'TWENTY-NINTH POLE SOUTHWEST OF MILEPOST 175, 0.1 MILE NORTHEAST
 HD0405'OF A ROAD CROSSING, 460 FEET NORTH OF BENCH MARK 118 M (USGS)
 HD0405'DESCRIBED ABOVE, AT A SEMAPHORE, ON THE TOP OF THE SOUTHEAST
 HD0405'CORNER OF THE BASE, AND 9 FEET EAST OF THE EAST RAIL.  A 2-INCH
 HD0405'CHISELED SQUARE, PAINTED R B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0689 ***********************************************************************
 HC0689  DESIGNATION -  1182
 HC0689  PID         -  HC0689
 HC0689  STATE/COUNTY-  MO/DENT
 HC0689  USGS QUAD   -  SALEM (1981)
 HC0689
 HC0689                         *CURRENT SURVEY CONTROL
 HC0689  ___________________________________________________________________
 HC0689* NAD 83(1986)-  37 38 42.     (N)    091 32 11.     (W)     SCALED    
 HC0689* NAVD 88     -       360.372  (meters)    1182.32   (feet)  ADJUSTED  
 HC0689  ___________________________________________________________________
 HC0689  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0689  DYNAMIC HT  -         360.096 (meters)    1181.41  (feet)  COMP
 HC0689  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 HC0689
 HC0689  VERT ORDER  -  SECOND    CLASS 0
 HC0689
 HC0689.The horizontal coordinates were scaled from a topographic map and have
 HC0689.an estimated accuracy of +/- 6 seconds.
 HC0689
 HC0689.The orthometric height was determined by differential leveling
 HC0689.and adjusted by the National Geodetic Survey in June 1991..
 HC0689
 HC0689.The geoid height was determined by GEOID03.
 HC0689
 HC0689.The dynamic height is computed by dividing the NAVD 88
 HC0689.geopotential number by the normal gravity value computed on the
 HC0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0689.degrees latitude (g = 980.6199 gals.).
 HC0689
 HC0689.The modeled gravity was interpolated from observed gravity values.
 HC0689
 HC0689;                    North         East    Units  Estimated Accuracy
 HC0689;SPC MO E     -   201,540.      158,540.      MT  (+/- 180 meters Scaled)
 HC0689
 HC0689                          SUPERSEDED SURVEY CONTROL
 HC0689
 HC0689  NGVD 29 (??/??/92)  360.291  (m)         1182.05   (f) ADJ UNCH    2 0
 HC0689
 HC0689.Superseded values are not recommended for survey control.
 HC0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0689.See file dsdata.txt to determine how the superseded data were derived.
 HC0689
 HC0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB291674(NAD 83)
 HC0689_MARKER: DD = SURVEY DISK
 HC0689_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HC0689_SP_SET: STEP
 HC0689_STAMPING: 1182 MO
 HC0689_MARK LOGO: USGS  
 HC0689_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0689
 HC0689  HISTORY     - Date     Condition        Report By
 HC0689  HISTORY     - UNK      MONUMENTED       USGS
 HC0689  HISTORY     - 1945     GOOD             NGS
 HC0689  HISTORY     - 19920505 GOOD             USGS
 HC0689
 HC0689                          STATION DESCRIPTION
 HC0689
 HC0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HC0689'AT SALEM.
 HC0689'AT SALEM, DENT COUNTY, AT THE COUNTY COURTHOUSE, 8 FEET NORTH
 HC0689'OF THE WEST ENTRANCE, AND IN THE TOP OF THE LIMESTONE STEP.
 HC0689'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1182.
 HC0689'MO.
 HC0689
 HC0689                          STATION RECOVERY (1992)
 HC0689
 HC0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 HC0689'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4264 ***********************************************************************
 AA4264  DESIGNATION -  1182 RESET
 AA4264  PID         -  AA4264
 AA4264  STATE/COUNTY-  MO/DENT
 AA4264  USGS QUAD   -  SALEM (1981)
 AA4264
 AA4264                         *CURRENT SURVEY CONTROL
 AA4264  ___________________________________________________________________
 AA4264* NAD 83(1986)-  37 38 42.     (N)    091 32 11.     (W)     SCALED    
 AA4264* NAVD 88     -       360.83   (+/-2cm)    1183.8    (feet)  VERTCON   
 AA4264  ___________________________________________________________________
 AA4264  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 AA4264
 AA4264  VERT ORDER  -  THIRD (See Below)
 AA4264
 AA4264.The horizontal coordinates were scaled from a topographic map and have
 AA4264.an estimated accuracy of +/- 6 seconds.
 AA4264
 AA4264.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4264.The vertical order pertains to the NGVD 29 superseded value.
 AA4264
 AA4264.The geoid height was determined by GEOID03.
 AA4264
 AA4264;                    North         East    Units  Estimated Accuracy
 AA4264;SPC MO E     -   201,540.      158,540.      MT  (+/- 180 meters Scaled)
 AA4264
 AA4264                          SUPERSEDED SURVEY CONTROL
 AA4264
 AA4264  NGVD 29 (02/22/06)  360.75   (m)         1183.6    (f) RESET       3  
 AA4264
 AA4264.Superseded values are not recommended for survey control.
 AA4264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4264.See file dsdata.txt to determine how the superseded data were derived.
 AA4264
 AA4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB291674(NAD 83)
 AA4264_MARKER: DD = SURVEY DISK
 AA4264_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4264_SP_SET: FLOOR
 AA4264_STAMPING: 1182 MO RESET 1992
 AA4264_MARK LOGO: USGS  
 AA4264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4264
 AA4264  HISTORY     - Date     Condition        Report By
 AA4264  HISTORY     - 1992     MONUMENTED       USGS
 AA4264
 AA4264                          STATION DESCRIPTION
 AA4264
 AA4264'DESCRIBED BY US GEOLOGICAL SURVEY 1992
 AA4264'IN SALEM, AT DENT COUNTY COURTHOUSE, E 1/4 COR SEC 13, T 34 N, R 6 W,
 AA4264'12.33 FEET (3.76 M) SOUTH OF NORTHWEST CORNER OF BUILDING, 0.35 FEET
 AA4264'(10.67 CM) WEST OF WEST WALL, 2.0 FEET (0.6 M) NORTH OF NORTH EDGE OF
 AA4264'NORTH DOORWAY IN WEST SIDE OF BUILDING, 3.94 FEET (1.20 M) SOUTH OF
 AA4264'EDGE OF TOP STEP, SET IN CONCRETE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0068 ***********************************************************************
 JD0068  DESIGNATION -  118=33/1 BOLT
 JD0068  PID         -  JD0068
 JD0068  STATE/COUNTY-  MO/COLE
 JD0068  USGS QUAD   -  HARTSBURG (1981)
 JD0068
 JD0068                         *CURRENT SURVEY CONTROL
 JD0068  ___________________________________________________________________
 JD0068* NAD 83(1986)-  38 41 54.     (N)    092 22 14.     (W)     SCALED    
 JD0068* NAVD 88     -       174.858  (meters)     573.68   (feet)  ADJUSTED  
 JD0068  ___________________________________________________________________
 JD0068  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD0068  DYNAMIC HT  -         174.743 (meters)     573.30  (feet)  COMP
 JD0068  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 JD0068
 JD0068  VERT ORDER  -  FIRST     CLASS II
 JD0068
 JD0068.The horizontal coordinates were scaled from a topographic map and have
 JD0068.an estimated accuracy of +/- 6 seconds.
 JD0068
 JD0068.The orthometric height was determined by differential leveling
 JD0068.and adjusted by the National Geodetic Survey in June 1991..
 JD0068
 JD0068.The geoid height was determined by GEOID03.
 JD0068
 JD0068.The dynamic height is computed by dividing the NAVD 88
 JD0068.geopotential number by the normal gravity value computed on the
 JD0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0068.degrees latitude (g = 980.6199 gals.).
 JD0068
 JD0068.The modeled gravity was interpolated from observed gravity values.
 JD0068
 JD0068;                    North         East    Units  Estimated Accuracy
 JD0068;SPC MO C     -   317,950.      511,260.      MT  (+/- 180 meters Scaled)
 JD0068
 JD0068                          SUPERSEDED SURVEY CONTROL
 JD0068
 JD0068  NGVD 29 (??/??/92)  174.81   (m)          573.5    (f) COMPUTED    1 2
 JD0068
 JD0068.Superseded values are not recommended for survey control.
 JD0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0068.See file dsdata.txt to determine how the superseded data were derived.
 JD0068
 JD0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC547834(NAD 83)
 JD0068_MARKER: B = BOLT
 JD0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0068_SP_SET: STONE
 JD0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0068+STABILITY: SURFACE MOTION
 JD0068
 JD0068  HISTORY     - Date     Condition        Report By
 JD0068  HISTORY     - UNK      MONUMENTED       MORC
 JD0068  HISTORY     - 1948     GOOD             NGS
 JD0068  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0068
 JD0068                          STATION DESCRIPTION
 JD0068
 JD0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0068'0.6 MI NW FROM MARION.
 JD0068'0.6 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0068'THE STATION AT MARION, ABOUT 400.0 FEET SOUTHWEST OF A PRIVATE
 JD0068'ROAD CROSSING AT POLE NO. 139-25, AT AN S-CURVE IN COUNTY ROAD
 JD0068'A, 157.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 32.2 FEET
 JD0068'NORTH OF THE NORTH CORNER OF THE FARM RESIDENCE OF T.W. GLENN,
 JD0068'3.5 FEET EAST OF A CORNER FENCE POST, 0.9 FOOT NORTHEAST OF
 JD0068'A REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE
 JD0068'18-INCHES SQUARE AND SET 3.0 FEET UNDERGROUND, ACCESS TO WHICH
 JD0068'IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 JD0068'IRON CAP.
 JD0068
 JD0068                          STATION RECOVERY (1986)
 JD0068
 JD0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0067 ***********************************************************************
 JD0067  DESIGNATION -  118=33/1 CAP
 JD0067  PID         -  JD0067
 JD0067  STATE/COUNTY-  MO/COLE
 JD0067  USGS QUAD   -  HARTSBURG (1981)
 JD0067
 JD0067                         *CURRENT SURVEY CONTROL
 JD0067  ___________________________________________________________________
 JD0067* NAD 83(1986)-  38 41 54.     (N)    092 22 15.     (W)     SCALED    
 JD0067* NAVD 88     -       176.101  (meters)     577.76   (feet)  ADJUSTED  
 JD0067  ___________________________________________________________________
 JD0067  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD0067  DYNAMIC HT  -         175.985 (meters)     577.38  (feet)  COMP
 JD0067  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 JD0067
 JD0067  VERT ORDER  -  FIRST     CLASS II
 JD0067
 JD0067.The horizontal coordinates were scaled from a topographic map and have
 JD0067.an estimated accuracy of +/- 6 seconds.
 JD0067
 JD0067.The orthometric height was determined by differential leveling
 JD0067.and adjusted by the National Geodetic Survey in June 1991..
 JD0067
 JD0067.The geoid height was determined by GEOID03.
 JD0067
 JD0067.The dynamic height is computed by dividing the NAVD 88
 JD0067.geopotential number by the normal gravity value computed on the
 JD0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0067.degrees latitude (g = 980.6199 gals.).
 JD0067
 JD0067.The modeled gravity was interpolated from observed gravity values.
 JD0067
 JD0067;                    North         East    Units  Estimated Accuracy
 JD0067;SPC MO C     -   317,950.      511,240.      MT  (+/- 180 meters Scaled)
 JD0067
 JD0067                          SUPERSEDED SURVEY CONTROL
 JD0067
 JD0067  NGVD 29 (??/??/92)  176.055  (m)          577.61   (f) ADJ UNCH    1 2
 JD0067
 JD0067.Superseded values are not recommended for survey control.
 JD0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0067.See file dsdata.txt to determine how the superseded data were derived.
 JD0067
 JD0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC547834(NAD 83)
 JD0067_MARKER: P = PIPE CAP
 JD0067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0067_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0067
 JD0067  HISTORY     - Date     Condition        Report By
 JD0067  HISTORY     - UNK      MONUMENTED       MORC
 JD0067  HISTORY     - 1948     GOOD             NGS
 JD0067  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0067
 JD0067                          STATION DESCRIPTION
 JD0067
 JD0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0067'0.6 MI NW FROM MARION.
 JD0067'0.6 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0067'THE STATION AT MARION, ABOUT 400.0 FEET SOUTHWEST OF A PRIVATE
 JD0067'ROAD CROSSING AT POLE NO. 139-25, AT AN S-CURVE IN COUNTY
 JD0067'ROAD A, 157.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 32.2
 JD0067'FEET NORTH OF THE NORTH CORNER OF THE FARM RESIDENCE OF T.
 JD0067'W. GLENN, 3.5 FEET EAST OF A CORNER FENCE POST, 0.9 FOOT NORTHEAST
 JD0067'OF A REFERENCE POST.  THE TOP OF A MISSOURI RIVER COMMISSION
 JD0067'IRON CAP SET ON TOP OF A 4-INCH IRON PIPE AND PROJECTING 0.8
 JD0067'FOOT ABOVE THE GROUND.
 JD0067
 JD0067                          STATION RECOVERY (1986)
 JD0067
 JD0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0538 ***********************************************************************
 HC0538  DESIGNATION -  1186.5
 HC0538  PID         -  HC0538
 HC0538  STATE/COUNTY-  MO/REYNOLDS
 HC0538  USGS QUAD   -  CORRIDON (1985)
 HC0538
 HC0538                         *CURRENT SURVEY CONTROL
 HC0538  ___________________________________________________________________
 HC0538* NAD 83(1986)-  37 25 31.     (N)    091 01 40.     (W)     SCALED    
 HC0538* NAVD 88     -       361.613  (meters)    1186.39   (feet)  ADJUSTED  
 HC0538  ___________________________________________________________________
 HC0538  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 HC0538  DYNAMIC HT  -         361.327 (meters)    1185.45  (feet)  COMP
 HC0538  MODELED GRAV-     979,830.8   (mgal)                       NAVD 88
 HC0538
 HC0538  VERT ORDER  -  SECOND    CLASS 0
 HC0538
 HC0538.The horizontal coordinates were scaled from a topographic map and have
 HC0538.an estimated accuracy of +/- 6 seconds.
 HC0538
 HC0538.The orthometric height was determined by differential leveling
 HC0538.and adjusted by the National Geodetic Survey in June 1991..
 HC0538
 HC0538.The geoid height was determined by GEOID03.
 HC0538
 HC0538.The dynamic height is computed by dividing the NAVD 88
 HC0538.geopotential number by the normal gravity value computed on the
 HC0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0538.degrees latitude (g = 980.6199 gals.).
 HC0538
 HC0538.The modeled gravity was interpolated from observed gravity values.
 HC0538
 HC0538;                    North         East    Units  Estimated Accuracy
 HC0538;SPC MO E     -   176,780.      203,290.      MT  (+/- 180 meters Scaled)
 HC0538
 HC0538                          SUPERSEDED SURVEY CONTROL
 HC0538
 HC0538  NGVD 29 (??/??/92)  361.583  (m)         1186.29   (f) ADJ UNCH    2 0
 HC0538
 HC0538.Superseded values are not recommended for survey control.
 HC0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0538.See file dsdata.txt to determine how the superseded data were derived.
 HC0538
 HC0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB745438(NAD 83)
 HC0538_MARKER: N = NAIL
 HC0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0538_SP_SET: OAK TREE
 HC0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0538
 HC0538  HISTORY     - Date     Condition        Report By
 HC0538  HISTORY     - UNK      MONUMENTED       USGS
 HC0538  HISTORY     - 1933     GOOD             NGS
 HC0538
 HC0538                          STATION DESCRIPTION
 HC0538
 HC0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HC0538'2.9 MI E FROM REYNOLDS.
 HC0538'2.9 MILES EAST ALONG STATE HIGHWAY 72 FROM REYNOLDS, REYNOLDS
 HC0538'COUNTY, 30 FEET NORTH OF THE NORTH SIDE OF THE HIGHWAY, AND AT
 HC0538'THE ROOT OF A TEN-INCH WHITE OAK TREE.  A U.S. GEOLOGICAL SURVEY
 HC0538'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0411 ***********************************************************************
 HD0411  DESIGNATION -  119 M
 HD0411  PID         -  HD0411
 HD0411  STATE/COUNTY-  MO/LACLEDE
 HD0411  USGS QUAD   -  STOUTLAND (1978)
 HD0411
 HD0411                         *CURRENT SURVEY CONTROL
 HD0411  ___________________________________________________________________
 HD0411* NAD 83(1986)-  37 45 51.     (N)    092 34 10.     (W)     SCALED    
 HD0411* NAVD 88     -       368.036  (meters)    1207.46   (feet)  ADJUSTED  
 HD0411  ___________________________________________________________________
 HD0411  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HD0411  DYNAMIC HT  -         367.753 (meters)    1206.54  (feet)  COMP
 HD0411  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 HD0411
 HD0411  VERT ORDER  -  SECOND    CLASS 0
 HD0411
 HD0411.The horizontal coordinates were scaled from a topographic map and have
 HD0411.an estimated accuracy of +/- 6 seconds.
 HD0411
 HD0411.The orthometric height was determined by differential leveling
 HD0411.and adjusted by the National Geodetic Survey in June 1991..
 HD0411
 HD0411.The geoid height was determined by GEOID03.
 HD0411
 HD0411.The dynamic height is computed by dividing the NAVD 88
 HD0411.geopotential number by the normal gravity value computed on the
 HD0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0411.degrees latitude (g = 980.6199 gals.).
 HD0411
 HD0411.The modeled gravity was interpolated from observed gravity values.
 HD0411
 HD0411;                    North         East    Units  Estimated Accuracy
 HD0411;SPC MO C     -   214,260.      493,880.      MT  (+/- 180 meters Scaled)
 HD0411
 HD0411                          SUPERSEDED SURVEY CONTROL
 HD0411
 HD0411  NGVD 29 (??/??/92)  367.921  (m)         1207.09   (f) ADJ UNCH    2 0
 HD0411
 HD0411.Superseded values are not recommended for survey control.
 HD0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0411.See file dsdata.txt to determine how the superseded data were derived.
 HD0411
 HD0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB379797(NAD 83)
 HD0411_MARKER: DD = SURVEY DISK
 HD0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0411_STAMPING: 119 M 1931
 HD0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0411+STABILITY: SURFACE MOTION
 HD0411
 HD0411  HISTORY     - Date     Condition        Report By
 HD0411  HISTORY     - 1931     MONUMENTED       USGS
 HD0411  HISTORY     - 1938     GOOD             NGS
 HD0411
 HD0411                          STATION DESCRIPTION
 HD0411
 HD0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0411'1.4 MI NE FROM SLEEPER.
 HD0411'1.4 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0411'FROM SLEEPER, 18 YARDS EAST OF SEMAPHORE 1728, AT THE CENTER
 HD0411'OF THE SOUTH HALF OF SECTION 15, T 35 N, R 15 W, 19 FEET SOUTH
 HD0411'AND 55 FEET EAST OF A T-ROAD LEADING SOUTHEAST, 90 FEET SOUTH
 HD0411'OF THE TRACK BETWEEN TWO POWER-TRANSMISSION LINE POLES, AND 5
 HD0411'FEET WEST OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 HD0411'STANDARD DISK, STAMPED 119 M 1931 AND SET IN THE TOP OF A
 HD0411'CONCRETE POST PAINTED 1208.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0012 ***********************************************************************
 HD0012  DESIGNATION -  1191.5
 HD0012  PID         -  HD0012
 HD0012  STATE/COUNTY-  MO/LACLEDE
 HD0012  USGS QUAD   -  WINNIPEG (1976)
 HD0012
 HD0012                         *CURRENT SURVEY CONTROL
 HD0012  ___________________________________________________________________
 HD0012* NAD 83(1986)-  37 32 43.     (N)    092 18 22.     (W)     SCALED    
 HD0012* NAVD 88     -       363.293  (meters)    1191.90   (feet)  ADJUSTED  
 HD0012  ___________________________________________________________________
 HD0012  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HD0012  DYNAMIC HT  -         363.003 (meters)    1190.95  (feet)  COMP
 HD0012  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 HD0012
 HD0012  VERT ORDER  -  SECOND    CLASS 0
 HD0012
 HD0012.The horizontal coordinates were scaled from a topographic map and have
 HD0012.an estimated accuracy of +/- 6 seconds.
 HD0012
 HD0012.The orthometric height was determined by differential leveling
 HD0012.and adjusted by the National Geodetic Survey in June 1991..
 HD0012
 HD0012.The geoid height was determined by GEOID03.
 HD0012
 HD0012.The dynamic height is computed by dividing the NAVD 88
 HD0012.geopotential number by the normal gravity value computed on the
 HD0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0012.degrees latitude (g = 980.6199 gals.).
 HD0012
 HD0012.The modeled gravity was interpolated from observed gravity values.
 HD0012
 HD0012;                    North         East    Units  Estimated Accuracy
 HD0012;SPC MO C     -   189,980.      517,130.      MT  (+/- 180 meters Scaled)
 HD0012
 HD0012                          SUPERSEDED SURVEY CONTROL
 HD0012
 HD0012  NGVD 29 (??/??/92)  363.178  (m)         1191.53   (f) ADJ UNCH    2 0
 HD0012
 HD0012.Superseded values are not recommended for survey control.
 HD0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0012.See file dsdata.txt to determine how the superseded data were derived.
 HD0012
 HD0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB612555(NAD 83)
 HD0012_MARKER: N = NAIL
 HD0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0012_SP_SET: TREE ROOT
 HD0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0012
 HD0012  HISTORY     - Date     Condition        Report By
 HD0012  HISTORY     - UNK      MONUMENTED       USGS
 HD0012  HISTORY     - 1935     GOOD             NGS
 HD0012
 HD0012                          STATION DESCRIPTION
 HD0012
 HD0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0012'2.3 MI SE FROM NEBO.
 HD0012'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 HD0012'AT NEBO, LACLEDE COUNTY, NEAR THE CORNER COMMON TO SECTIONS
 HD0012'19, 24, 25 AND 30, T 33 N, RS 12 AND 13 W, ON OLD COUNTY ROAD D,
 HD0012'AT THE JUNCTION OF A ROAD LEADING NORTH, 30 FEET NORTH OF THE
 HD0012'CENTERLINE OF THE COUNTY ROAD, 30 FEET WEST OF THE CENTERLINE
 HD0012'OF THE ROAD LEADING NORTH, AND IN THE ROOT OF A TREE MARKED
 HD0012'1191.5.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 HD0012'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0539 ***********************************************************************
 HC0539  DESIGNATION -  1192.0
 HC0539  PID         -  HC0539
 HC0539  STATE/COUNTY-  MO/REYNOLDS
 HC0539  USGS QUAD   -  CORRIDON (1985)
 HC0539
 HC0539                         *CURRENT SURVEY CONTROL
 HC0539  ___________________________________________________________________
 HC0539* NAD 83(1986)-  37 25 19.     (N)    091 00 50.     (W)     SCALED    
 HC0539* NAVD 88     -       363.313  (meters)    1191.97   (feet)  ADJUSTED  
 HC0539  ___________________________________________________________________
 HC0539  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 HC0539  DYNAMIC HT  -         363.027 (meters)    1191.03  (feet)  COMP
 HC0539  MODELED GRAV-     979,831.7   (mgal)                       NAVD 88
 HC0539
 HC0539  VERT ORDER  -  SECOND    CLASS 0
 HC0539
 HC0539.The horizontal coordinates were scaled from a topographic map and have
 HC0539.an estimated accuracy of +/- 6 seconds.
 HC0539
 HC0539.The orthometric height was determined by differential leveling
 HC0539.and adjusted by the National Geodetic Survey in June 1991..
 HC0539
 HC0539.The geoid height was determined by GEOID03.
 HC0539
 HC0539.The dynamic height is computed by dividing the NAVD 88
 HC0539.geopotential number by the normal gravity value computed on the
 HC0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0539.degrees latitude (g = 980.6199 gals.).
 HC0539
 HC0539.The modeled gravity was interpolated from observed gravity values.
 HC0539
 HC0539;                    North         East    Units  Estimated Accuracy
 HC0539;SPC MO E     -   176,400.      204,520.      MT  (+/- 180 meters Scaled)
 HC0539
 HC0539                          SUPERSEDED SURVEY CONTROL
 HC0539
 HC0539  NGVD 29 (??/??/92)  363.284  (m)         1191.87   (f) ADJ UNCH    2 0
 HC0539
 HC0539.Superseded values are not recommended for survey control.
 HC0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0539.See file dsdata.txt to determine how the superseded data were derived.
 HC0539
 HC0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB757435(NAD 83)
 HC0539_MARKER: N = NAIL
 HC0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0539_SP_SET: OAK TREE
 HC0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0539
 HC0539  HISTORY     - Date     Condition        Report By
 HC0539  HISTORY     - UNK      MONUMENTED       USGS
 HC0539  HISTORY     - 1935     GOOD             NGS
 HC0539
 HC0539                          STATION DESCRIPTION
 HC0539
 HC0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0539'3.8 MI E FROM REYNOLDS.
 HC0539'3.8 MILES EAST ALONG STATE HIGHWAY 72 FROM REYNOLDS, REYNOLDS
 HC0539'COUNTY, 0.2 MILE WEST OF BENCH MARK U 115 DESCRIBED BELOW, 40
 HC0539'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE BASE OF AN
 HC0539'OAK TREE.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0413 ***********************************************************************
 HD0413  DESIGNATION -  1192.3
 HD0413  PID         -  HD0413
 HD0413  STATE/COUNTY-  MO/LACLEDE
 HD0413  USGS QUAD   -  STOUTLAND (1978)
 HD0413
 HD0413                         *CURRENT SURVEY CONTROL
 HD0413  ___________________________________________________________________
 HD0413* NAD 83(1986)-  37 46 29.     (N)    092 33 38.     (W)     SCALED    
 HD0413* NAVD 88     -       363.206  (meters)    1191.62   (feet)  ADJUSTED  
 HD0413  ___________________________________________________________________
 HD0413  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HD0413  DYNAMIC HT  -         362.928 (meters)    1190.71  (feet)  COMP
 HD0413  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 HD0413
 HD0413  VERT ORDER  -  SECOND    CLASS 0
 HD0413
 HD0413.The horizontal coordinates were scaled from a topographic map and have
 HD0413.an estimated accuracy of +/- 6 seconds.
 HD0413
 HD0413.The orthometric height was determined by differential leveling
 HD0413.and adjusted by the National Geodetic Survey in June 1991..
 HD0413
 HD0413.The geoid height was determined by GEOID03.
 HD0413
 HD0413.The dynamic height is computed by dividing the NAVD 88
 HD0413.geopotential number by the normal gravity value computed on the
 HD0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0413.degrees latitude (g = 980.6199 gals.).
 HD0413
 HD0413.The modeled gravity was interpolated from observed gravity values.
 HD0413
 HD0413;                    North         East    Units  Estimated Accuracy
 HD0413;SPC MO C     -   215,430.      494,670.      MT  (+/- 180 meters Scaled)
 HD0413
 HD0413                          SUPERSEDED SURVEY CONTROL
 HD0413
 HD0413  NGVD 29 (??/??/92)  363.094  (m)         1191.25   (f) ADJ UNCH    2 0
 HD0413
 HD0413.Superseded values are not recommended for survey control.
 HD0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0413.See file dsdata.txt to determine how the superseded data were derived.
 HD0413
 HD0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB387809(NAD 83)
 HD0413_MARKER: N = NAIL
 HD0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0413_SP_SET: OAK TREE ROOT
 HD0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0413
 HD0413  HISTORY     - Date     Condition        Report By
 HD0413  HISTORY     - UNK      MONUMENTED       USGS
 HD0413  HISTORY     - 1938     GOOD             NGS
 HD0413
 HD0413                          STATION DESCRIPTION
 HD0413
 HD0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0413'2.3 MI NE FROM SLEEPER.
 HD0413'2.3 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0413'FROM SLEEPER, 90 FEET SOUTH AND 80 FEET WEST OF A ROAD CROSSING,
 HD0413'IN THE NORTHEAST CORNER OF SECTION 15, T 35 N, R 15 W, IN A
 HD0413'FIELD, AT A 32-INCH OAK TREE, AND IN THE TOP OF THE NORTHEAST
 HD0413'ROOT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 HD0413'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0403 ***********************************************************************
 HD0403  DESIGNATION -  1197.0
 HD0403  PID         -  HD0403
 HD0403  STATE/COUNTY-  MO/LACLEDE
 HD0403  USGS QUAD   -  OAKLAND (1979)
 HD0403
 HD0403                         *CURRENT SURVEY CONTROL
 HD0403  ___________________________________________________________________
 HD0403* NAD 83(1986)-  37 43 33.     (N)    092 36 37.     (W)     SCALED    
 HD0403* NAVD 88     -       364.665  (meters)    1196.41   (feet)  ADJUSTED  
 HD0403  ___________________________________________________________________
 HD0403  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HD0403  DYNAMIC HT  -         364.383 (meters)    1195.48  (feet)  COMP
 HD0403  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 HD0403
 HD0403  VERT ORDER  -  SECOND    CLASS 0
 HD0403
 HD0403.The horizontal coordinates were scaled from a topographic map and have
 HD0403.an estimated accuracy of +/- 6 seconds.
 HD0403
 HD0403.The orthometric height was determined by differential leveling
 HD0403.and adjusted by the National Geodetic Survey in June 1991..
 HD0403
 HD0403.The geoid height was determined by GEOID03.
 HD0403
 HD0403.The dynamic height is computed by dividing the NAVD 88
 HD0403.geopotential number by the normal gravity value computed on the
 HD0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0403.degrees latitude (g = 980.6199 gals.).
 HD0403
 HD0403.The modeled gravity was interpolated from observed gravity values.
 HD0403
 HD0403;                    North         East    Units  Estimated Accuracy
 HD0403;SPC MO C     -   210,010.      490,280.      MT  (+/- 180 meters Scaled)
 HD0403
 HD0403                          SUPERSEDED SURVEY CONTROL
 HD0403
 HD0403  NGVD 29 (??/??/92)  364.547  (m)         1196.02   (f) ADJ UNCH    2 0
 HD0403
 HD0403.Superseded values are not recommended for survey control.
 HD0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0403.See file dsdata.txt to determine how the superseded data were derived.
 HD0403
 HD0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB343754(NAD 83)
 HD0403_MARKER: Q = CHISELED SQUARE
 HD0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0403_SP_SET: UNDERPASS
 HD0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0403
 HD0403  HISTORY     - Date     Condition        Report By
 HD0403  HISTORY     - UNK      MONUMENTED       USGS
 HD0403  HISTORY     - 1938     GOOD             NGS
 HD0403
 HD0403                          STATION DESCRIPTION
 HD0403
 HD0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0403'4.5 MI NE FROM LEBANON.
 HD0403'4.5 MILES NORTHEAST ALONG THE SOUTHEASTERN BRANCH OF THE ST.
 HD0403'LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT LEBANON, 5 RAILS
 HD0403'NORTH OF THE THIRTY-FIFTH POLE SOUTHWEST OF MILEPOST 176, AT A
 HD0403'GRAVEL-ROAD UNDERPASS, AND ON THE TOP OF THE NORTH END OF THE
 HD0403'EAST CONCRETE HEADWALL.  A 2-INCH CHISELED SQUARE, PAINTED
 HD0403'USBM 1197.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0346 ***********************************************************************
 KE0346  DESIGNATION -  12
 KE0346  PID         -  KE0346
 KE0346  STATE/COUNTY-  MO/BUCHANAN
 KE0346  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0346
 KE0346                         *CURRENT SURVEY CONTROL
 KE0346  ___________________________________________________________________
 KE0346* NAD 83(1986)-  39 42 56.     (N)    094 52 09.     (W)     SCALED    
 KE0346* NAVD 88     -       249.992  (meters)     820.18   (feet)  ADJUSTED  
 KE0346  ___________________________________________________________________
 KE0346  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KE0346  DYNAMIC HT  -         249.844 (meters)     819.70  (feet)  COMP
 KE0346  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 KE0346
 KE0346  VERT ORDER  -  FIRST     CLASS II
 KE0346
 KE0346.The horizontal coordinates were scaled from a topographic map and have
 KE0346.an estimated accuracy of +/- 6 seconds.
 KE0346
 KE0346.The orthometric height was determined by differential leveling
 KE0346.and adjusted by the National Geodetic Survey in June 1991..
 KE0346
 KE0346.The geoid height was determined by GEOID03.
 KE0346
 KE0346.The dynamic height is computed by dividing the NAVD 88
 KE0346.geopotential number by the normal gravity value computed on the
 KE0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0346.degrees latitude (g = 980.6199 gals.).
 KE0346
 KE0346.The modeled gravity was interpolated from observed gravity values.
 KE0346
 KE0346;                    North         East    Units  Estimated Accuracy
 KE0346;SPC MO W     -   393,950.      818,350.      MT  (+/- 180 meters Scaled)
 KE0346
 KE0346                          SUPERSEDED SURVEY CONTROL
 KE0346
 KE0346  NGVD 29 (??/??/92)  249.892  (m)          819.85   (f) ADJ UNCH    1 2
 KE0346
 KE0346.Superseded values are not recommended for survey control.
 KE0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0346.See file dsdata.txt to determine how the superseded data were derived.
 KE0346
 KE0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD397978(NAD 83)
 KE0346_MARKER: DD = SURVEY DISK
 KE0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0346_STAMPING: 12
 KE0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0346+STABILITY: SURFACE MOTION
 KE0346
 KE0346  HISTORY     - Date     Condition        Report By
 KE0346  HISTORY     - UNK      MONUMENTED       MO7070
 KE0346  HISTORY     - 1948     GOOD             NGS
 KE0346  HISTORY     - 1958     GOOD             NGS
 KE0346  HISTORY     - 1975     GOOD             LOCENG
 KE0346  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0346  HISTORY     - 20060704 MARK NOT FOUND   GEOCAC
 KE0346
 KE0346                          STATION DESCRIPTION
 KE0346
 KE0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0346'AT ST JOSEPH.
 KE0346'AT ST. JOSEPH, IN THE SOUTHERN SECTION OF THE CITY LOCALLY
 KE0346'KNOWN AS SOUTH ST. JOSEPH, AT THE Y-INTERSECTION OF LAKE AVENUE
 KE0346'AND MICHIGAN STREET, 12.3 FEET SOUTH OF A POINT IN LINE WITH
 KE0346'THE PROJECTED SOUTH CURB OF MICHIGAN STREET, 29.4 SOUTH OF THE
 KE0346'CENTER OF AN IRON MANHOLE COVER, 3.9 FEET SOUTHEAST OF THE
 KE0346'SOUTHEAST CURB OF LAKE AVE., 13.3 FEET WEST OF THE NORTH CORNER
 KE0346'OF BRICK BUILDING NO. 5803, 4.1 FEET NORTHWEST OF THE NORTHWEST
 KE0346'EDGE OF A SIDEWALK, 3.0 FEET SOUTHWEST OF THE SOUTHWEST FACE
 KE0346'OF A POWER LINE POLE, 0.3 FOOT SOUTHEAST OF THE SOUTH CORNER
 KE0346'OF THE CONCRETE BASE OF THE STREET SIGN POST, SET IN THE TOP
 KE0346'OF A CONCRETE POST AND 0.2 FOOT BELOW GROUND LEVEL.
 KE0346
 KE0346                          STATION RECOVERY (1958)
 KE0346
 KE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0346'RECOVERED IN GOOD CONDITION.
 KE0346
 KE0346                          STATION RECOVERY (1975)
 KE0346
 KE0346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 KE0346'RECOVERED IN GOOD CONDITION.
 KE0346
 KE0346                          STATION RECOVERY (1989)
 KE0346
 KE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0346'MARK NOT FOUND.
 KE0346
 KE0346                          STATION RECOVERY (2006)
 KE0346
 KE0346'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0347 ***********************************************************************
 KC0347  DESIGNATION -  12
 KC0347  PID         -  KC0347
 KC0347  STATE/COUNTY-  MO/MARION
 KC0347  USGS QUAD   -  QUINCY WEST (1996)
 KC0347
 KC0347                         *CURRENT SURVEY CONTROL
 KC0347  ___________________________________________________________________
 KC0347* NAD 83(1986)-  39 56 20.     (N)    091 25 57.     (W)     SCALED    
 KC0347* NAVD 88     -       145.427  (meters)     477.12   (feet)  ADJUSTED  
 KC0347  ___________________________________________________________________
 KC0347  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0347  DYNAMIC HT  -         145.352 (meters)     476.88  (feet)  COMP
 KC0347  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 KC0347
 KC0347  VERT ORDER  -  FIRST     CLASS II
 KC0347
 KC0347.The horizontal coordinates were scaled from a topographic map and have
 KC0347.an estimated accuracy of +/- 6 seconds.
 KC0347
 KC0347.The orthometric height was determined by differential leveling
 KC0347.and adjusted by the National Geodetic Survey in June 1991..
 KC0347
 KC0347.The geoid height was determined by GEOID03.
 KC0347
 KC0347.The dynamic height is computed by dividing the NAVD 88
 KC0347.geopotential number by the normal gravity value computed on the
 KC0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0347.degrees latitude (g = 980.6199 gals.).
 KC0347
 KC0347.The modeled gravity was interpolated from observed gravity values.
 KC0347
 KC0347;                    North         East    Units  Estimated Accuracy
 KC0347;SPC MO E     -   456,080.      170,300.      MT  (+/- 180 meters Scaled)
 KC0347
 KC0347                          SUPERSEDED SURVEY CONTROL
 KC0347
 KC0347  NGVD 29 (??/??/92)  145.520  (m)          477.43   (f) ADJ UNCH    1 2
 KC0347
 KC0347.Superseded values are not recommended for survey control.
 KC0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0347.See file dsdata.txt to determine how the superseded data were derived.
 KC0347
 KC0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE339221(NAD 83)
 KC0347_MARKER: B = BOLT
 KC0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0347_SP_SET: STONE
 KC0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0347+STABILITY: SURFACE MOTION
 KC0347
 KC0347  HISTORY     - Date     Condition        Report By
 KC0347  HISTORY     - UNK      MONUMENTED       DOD
 KC0347  HISTORY     - 1933     GOOD             NGS
 KC0347
 KC0347                          STATION DESCRIPTION
 KC0347
 KC0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0347'AT WEST QUINCY.
 KC0347'AT WEST QUINCY, MARION COUNTY, AT THE CHICAGO, BURLINGTON AND
 KC0347'QUINCY RAILROAD BRIDGE OVER MISSISSIPPI RIVER, AT THE NORTH CORNER
 KC0347'OF THE SOUTHWEST ABUTMENT, IN THE SIXTH COURSE OF STONE FROM
 KC0347'THE TOP, IN THE THIRD COURSE ABOVE THE GROUND, AND 2 INCHES FROM
 KC0347'THE NORTH CORNER.  THE CENTER OF A COPPER BOLT LEADED HORIZONTALLY
 KC0347'AND SURROUNDED BY THE LETTERS USPBM CUT IN THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0344 ***********************************************************************
 KC0344  DESIGNATION -  12 A
 KC0344  PID         -  KC0344
 KC0344  STATE/COUNTY-  MO/MARION
 KC0344  USGS QUAD   -  QUINCY WEST (1996)
 KC0344
 KC0344                         *CURRENT SURVEY CONTROL
 KC0344  ___________________________________________________________________
 KC0344* NAD 83(1986)-  39 56 22.     (N)    091 25 59.     (W)     SCALED    
 KC0344* NAVD 88     -       147.770  (meters)     484.81   (feet)  ADJUSTED  
 KC0344  ___________________________________________________________________
 KC0344  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0344  DYNAMIC HT  -         147.694 (meters)     484.56  (feet)  COMP
 KC0344  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 KC0344
 KC0344  VERT ORDER  -  FIRST     CLASS II
 KC0344
 KC0344.The horizontal coordinates were scaled from a topographic map and have
 KC0344.an estimated accuracy of +/- 6 seconds.
 KC0344
 KC0344.The orthometric height was determined by differential leveling
 KC0344.and adjusted by the National Geodetic Survey in June 1991..
 KC0344
 KC0344.The geoid height was determined by GEOID03.
 KC0344
 KC0344.The dynamic height is computed by dividing the NAVD 88
 KC0344.geopotential number by the normal gravity value computed on the
 KC0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0344.degrees latitude (g = 980.6199 gals.).
 KC0344
 KC0344.The modeled gravity was interpolated from observed gravity values.
 KC0344
 KC0344;                    North         East    Units  Estimated Accuracy
 KC0344;SPC MO E     -   456,140.      170,260.      MT  (+/- 180 meters Scaled)
 KC0344
 KC0344                          SUPERSEDED SURVEY CONTROL
 KC0344
 KC0344  NGVD 29 (??/??/92)  147.863  (m)          485.11   (f) ADJ UNCH    1 2
 KC0344
 KC0344.Superseded values are not recommended for survey control.
 KC0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0344.See file dsdata.txt to determine how the superseded data were derived.
 KC0344
 KC0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE338222(NAD 83)
 KC0344_MARKER: B = BOLT
 KC0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0344_SP_SET: BRIDGE
 KC0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0344
 KC0344  HISTORY     - Date     Condition        Report By
 KC0344  HISTORY     - UNK      MONUMENTED       DOD
 KC0344  HISTORY     - 1933     GOOD             NGS
 KC0344  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0344
 KC0344                          STATION DESCRIPTION
 KC0344
 KC0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0344'1.5 MI W FROM QUINCY.
 KC0344'IN MARION COUNTY, MISSOURI, ABOUT 1-1/2 MILES WEST ALONG THE
 KC0344'CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM QUINCY, ADAMS
 KC0344'COUNTY, ILLINOIS, ON THE BRIDGE OVER MISSISSIPPI RIVER, IN THE
 KC0344'STONE BRIDGE SEAT OF THE WEST ABUTMENT, 8 FEET NORTH OF THE
 KC0344'TRACK, AND ABOUT 6 FEET LOWER THAN THE RAIL.  A COPPER BOLT.
 KC0344
 KC0344                          STATION RECOVERY (1971)
 KC0344
 KC0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0330 ***********************************************************************
 GE0330  DESIGNATION -  12 J
 GE0330  PID         -  GE0330
 GE0330  STATE/COUNTY-  MO/CARTER
 GE0330  USGS QUAD   -  BIG SPRING (1968)
 GE0330
 GE0330                         *CURRENT SURVEY CONTROL
 GE0330  ___________________________________________________________________
 GE0330* NAD 83(1986)-  36 56 52.     (N)    090 59 26.     (W)     SCALED    
 GE0330* NAVD 88     -       133.26   (+/-2cm)     437.2    (feet)  VERTCON   
 GE0330  ___________________________________________________________________
 GE0330  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GE0330
 GE0330  VERT ORDER  -  ? (See Below)
 GE0330
 GE0330.The horizontal coordinates were scaled from a topographic map and have
 GE0330.an estimated accuracy of +/- 6 seconds.
 GE0330
 GE0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0330.The vertical order pertains to the NGVD 29 superseded value.
 GE0330
 GE0330.The geoid height was determined by GEOID03.
 GE0330
 GE0330;                    North         East    Units  Estimated Accuracy
 GE0330;SPC MO E     -   123,770.      206,310.      MT  (+/- 180 meters Scaled)
 GE0330
 GE0330                          SUPERSEDED SURVEY CONTROL
 GE0330
 GE0330  NGVD 29 (??/??/92)  133.207  (m)          437.03   (f) ADJ UNCH    ?  
 GE0330
 GE0330.Superseded values are not recommended for survey control.
 GE0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0330.See file dsdata.txt to determine how the superseded data were derived.
 GE0330
 GE0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA789909(NAD 83)
 GE0330_MARKER: DD = SURVEY DISK
 GE0330_SETTING: 66 = SET IN ROCK OUTCROP
 GE0330_SP_SET: LIMESTONE LEDGE
 GE0330_STAMPING: 12 J 1933 473
 GE0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0330+STABILITY: POSITION/ELEVATION WELL
 GE0330
 GE0330  HISTORY     - Date     Condition        Report By
 GE0330  HISTORY     - 1933     MONUMENTED       USGS
 GE0330  HISTORY     - 1943     GOOD             NGS
 GE0330
 GE0330                          STATION DESCRIPTION
 GE0330
 GE0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GE0330'3.6 MI SE FROM CHICOPEE.
 GE0330'3.6 MILES SOUTHEAST OF CHICOPEE, CARTER COUNTY, AT BIG SPRING,
 GE0330'4 FEET ABOVE THE WATER, AND IN A LIMESTONE LEDGE.  A U.S.
 GE0330'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 12 J 1933 473.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0391 ***********************************************************************
 JD0391  DESIGNATION -  12 L
 JD0391  PID         -  JD0391
 JD0391  STATE/COUNTY-  MO/MORGAN
 JD0391  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0391
 JD0391                         *CURRENT SURVEY CONTROL
 JD0391  ___________________________________________________________________
 JD0391* NAD 83(1986)-  38 40 09.     (N)    092 52 36.     (W)     SCALED    
 JD0391* NAVD 88     -       277.928  (meters)     911.84   (feet)  POSTED    
 JD0391  ___________________________________________________________________
 JD0391  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0391  DYNAMIC HT  -         277.740 (meters)     911.22  (feet)  COMP
 JD0391  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 JD0391
 JD0391  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JD0391
 JD0391.The horizontal coordinates were scaled from a topographic map and have
 JD0391.an estimated accuracy of +/- 6 seconds.
 JD0391
 JD0391.The orthometric height was determined by differential leveling
 JD0391.and adjusted by the National Geodetic Survey in 1992..
 JD0391.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JD0391.rate of 2.1 thru 3.0 mm/km.
 JD0391
 JD0391.The geoid height was determined by GEOID03.
 JD0391
 JD0391.The dynamic height is computed by dividing the NAVD 88
 JD0391.geopotential number by the normal gravity value computed on the
 JD0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0391.degrees latitude (g = 980.6199 gals.).
 JD0391
 JD0391.The modeled gravity was interpolated from observed gravity values.
 JD0391
 JD0391;                    North         East    Units  Estimated Accuracy
 JD0391;SPC MO C     -   314,770.      467,220.      MT  (+/- 180 meters Scaled)
 JD0391
 JD0391                          SUPERSEDED SURVEY CONTROL
 JD0391
 JD0391  NGVD 29 (??/??/92)  277.838  (m)          911.54   (f) ADJ UNCH    1 2
 JD0391
 JD0391.Superseded values are not recommended for survey control.
 JD0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0391.See file dsdata.txt to determine how the superseded data were derived.
 JD0391
 JD0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC107800(NAD 83)
 JD0391_MARKER: DB = BENCH MARK DISK
 JD0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0391_STAMPING: 12 L 1936
 JD0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0391+STABILITY: SURFACE MOTION
 JD0391
 JD0391  HISTORY     - Date     Condition        Report By
 JD0391  HISTORY     - 1936     MONUMENTED       USGS
 JD0391  HISTORY     - 1946     GOOD             NGS
 JD0391  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD0391
 JD0391                          STATION DESCRIPTION
 JD0391
 JD0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0391'AT SYRACUSE.
 JD0391'AT SYRACUSE, ABOUT 0.1 MILE SOUTHWEST OF THE MISSOURI PACIFIC
 JD0391'RAILROAD STATION, AND AT THE JUNCTION OF U.S. HIGHWAY NO. 50 AND
 JD0391'MORGAN COUNTY HIGHWAY D, 49 FEET EAST OF THE CENTER LINE OF
 JD0391'HIGHWAY D, 44 FEET SOUTH OF AND ABOUT 2 FEET HIGHER THAN THE
 JD0391'CENTER LINE OF HIGHWAY NO. 50, 17 FEET SOUTHWEST OF A SIX INCH
 JD0391'ELM TREE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  PROJECTS 6
 JD0391'INCHES ABOVE THE GROUND.
 JD0391
 JD0391                          STATION RECOVERY (1963)
 JD0391
 JD0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0039 ***********************************************************************
 GE0039  DESIGNATION -  12 M
 GE0039  PID         -  GE0039
 GE0039  STATE/COUNTY-  MO/BUTLER
 GE0039  USGS QUAD   -  FISK (1962)
 GE0039
 GE0039                         *CURRENT SURVEY CONTROL
 GE0039  ___________________________________________________________________
 GE0039* NAD 83(1986)-  36 46 27.     (N)    090 14 37.     (W)     SCALED    
 GE0039* NAVD 88     -        99.141  (meters)     325.27   (feet)  ADJUSTED  
 GE0039  ___________________________________________________________________
 GE0039  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GE0039  DYNAMIC HT  -          99.063 (meters)     325.01  (feet)  COMP
 GE0039  MODELED GRAV-     979,844.7   (mgal)                       NAVD 88
 GE0039
 GE0039  VERT ORDER  -  SECOND    CLASS 0
 GE0039
 GE0039.The horizontal coordinates were scaled from a topographic map and have
 GE0039.an estimated accuracy of +/- 6 seconds.
 GE0039
 GE0039.The orthometric height was determined by differential leveling
 GE0039.and adjusted by the National Geodetic Survey in June 1991..
 GE0039
 GE0039.The geoid height was determined by GEOID03.
 GE0039
 GE0039.The dynamic height is computed by dividing the NAVD 88
 GE0039.geopotential number by the normal gravity value computed on the
 GE0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0039.degrees latitude (g = 980.6199 gals.).
 GE0039
 GE0039.The modeled gravity was interpolated from observed gravity values.
 GE0039
 GE0039;                    North         East    Units  Estimated Accuracy
 GE0039;SPC MO E     -   104,420.      272,890.      MT  (+/- 180 meters Scaled)
 GE0039
 GE0039                          SUPERSEDED SURVEY CONTROL
 GE0039
 GE0039  NGVD 29 (??/??/92)   99.159  (m)          325.32   (f) ADJ UNCH    2 0
 GE0039
 GE0039.Superseded values are not recommended for survey control.
 GE0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0039.See file dsdata.txt to determine how the superseded data were derived.
 GE0039
 GE0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA460733(NAD 83)
 GE0039_MARKER: DD = SURVEY DISK
 GE0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0039_STAMPING: 12 M 1931
 GE0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0039+STABILITY: SURFACE MOTION
 GE0039
 GE0039  HISTORY     - Date     Condition        Report By
 GE0039  HISTORY     - 1931     MONUMENTED       USGS
 GE0039  HISTORY     - 1933     GOOD             NGS
 GE0039  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0039
 GE0039                          STATION DESCRIPTION
 GE0039
 GE0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GE0039'2 MI W FROM FISK.
 GE0039'2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM FISK,
 GE0039'BUTLER COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE
 GE0039'HIGHWAY 51 LEADING TO BROSELEY, 33 FEET NORTH OF THE CENTERLINE
 GE0039'OF U.S. HIGHWAY 60, 3 FEET EAST OF THE PROLONGED CENTERLINE OF
 GE0039'STATE HIGHWAY 51, AND 3 FEET SOUTH OF A 12-INCH MULBERRY TREE.
 GE0039'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 12 M
 GE0039'1931 AND SET IN THE TOP OF A CONCRETE POST.
 GE0039
 GE0039                          STATION RECOVERY (2002)
 GE0039
 GE0039'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0537 ***********************************************************************
 JD0537  DESIGNATION -  12 WR
 JD0537  PID         -  JD0537
 JD0537  STATE/COUNTY-  MO/COOPER
 JD0537  USGS QUAD   -  TIPTON (1979)
 JD0537
 JD0537                         *CURRENT SURVEY CONTROL
 JD0537  ___________________________________________________________________
 JD0537* NAD 83(1986)-  38 41 53.     (N)    092 51 25.     (W)     SCALED    
 JD0537* NAVD 88     -       258.998  (meters)     849.73   (feet)  ADJUSTED  
 JD0537  ___________________________________________________________________
 JD0537  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0537  DYNAMIC HT  -         258.823 (meters)     849.16  (feet)  COMP
 JD0537  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 JD0537
 JD0537  VERT ORDER  -  SECOND    CLASS 0
 JD0537
 JD0537.The horizontal coordinates were scaled from a topographic map and have
 JD0537.an estimated accuracy of +/- 6 seconds.
 JD0537
 JD0537.The orthometric height was determined by differential leveling
 JD0537.and adjusted by the National Geodetic Survey in June 1991..
 JD0537
 JD0537.The geoid height was determined by GEOID03.
 JD0537
 JD0537.The dynamic height is computed by dividing the NAVD 88
 JD0537.geopotential number by the normal gravity value computed on the
 JD0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0537.degrees latitude (g = 980.6199 gals.).
 JD0537
 JD0537.The modeled gravity was interpolated from observed gravity values.
 JD0537
 JD0537;                    North         East    Units  Estimated Accuracy
 JD0537;SPC MO C     -   317,970.      468,950.      MT  (+/- 180 meters Scaled)
 JD0537
 JD0537                          SUPERSEDED SURVEY CONTROL
 JD0537
 JD0537  NGVD 29 (??/??/92)  258.901  (m)          849.41   (f) ADJ UNCH    2 0
 JD0537
 JD0537.Superseded values are not recommended for survey control.
 JD0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0537.See file dsdata.txt to determine how the superseded data were derived.
 JD0537
 JD0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC124832(NAD 83)
 JD0537_MARKER: DD = SURVEY DISK
 JD0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0537_STAMPING: 12 WR 849 1948
 JD0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0537+STABILITY: SURFACE MOTION
 JD0537
 JD0537  HISTORY     - Date     Condition        Report By
 JD0537  HISTORY     - 1948     MONUMENTED       USGS
 JD0537  HISTORY     - 1963     GOOD             NGS
 JD0537  HISTORY     - 20050407 MARK NOT FOUND   GEOCAC
 JD0537
 JD0537                          STATION DESCRIPTION
 JD0537
 JD0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0537'2.7 MI NE FROM SYRACUSE.
 JD0537'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0537'STATION AT SYRACUSE, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 5,
 JD0537'29.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 13.5 FEET EAST
 JD0537'OF THE SOUTH END OF THE EAST CONCRETE WINGWALL OF A BRIDGE OVER
 JD0537'PETITE SALINE CREEK, 2.5 FEET WEST OF A FENCE CORNER, 2.0 FEET
 JD0537'NORTH OF A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 JD0537'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 JD0537
 JD0537                          STATION RECOVERY (2005)
 JD0537
 JD0537'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD0537'THE BRIDGE APPEARS TO HAVE BEEN REPLACED WITH A CONCRETE BOX CULVERT.
 JD0537' 
 JD0537' 
 JD0537'A USGS DISK STAMPED 12 WR RESET 1975 IS SET IN THE TOP OF THE NORTH
 JD0537'END OF THE EAST HEADWALL OF A DOUBLE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0418 ***********************************************************************
 HD0418  DESIGNATION -  120 M RM
 HD0418  PID         -  HD0418
 HD0418  STATE/COUNTY-  MO/LACLEDE
 HD0418  USGS QUAD   -  STOUTLAND (1978)
 HD0418
 HD0418                         *CURRENT SURVEY CONTROL
 HD0418  ___________________________________________________________________
 HD0418* NAD 83(1986)-  37 48 19.     (N)    092 32 21.     (W)     SCALED    
 HD0418* NAVD 88     -       361.298  (meters)    1185.36   (feet)  ADJUSTED  
 HD0418  ___________________________________________________________________
 HD0418  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HD0418  DYNAMIC HT  -         361.022 (meters)    1184.45  (feet)  COMP
 HD0418  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 HD0418
 HD0418  VERT ORDER  -  SECOND    CLASS 0
 HD0418
 HD0418.The horizontal coordinates were scaled from a topographic map and have
 HD0418.an estimated accuracy of +/- 6 seconds.
 HD0418
 HD0418.The orthometric height was determined by differential leveling
 HD0418.and adjusted by the National Geodetic Survey in June 1991..
 HD0418
 HD0418.The geoid height was determined by GEOID03.
 HD0418
 HD0418.The dynamic height is computed by dividing the NAVD 88
 HD0418.geopotential number by the normal gravity value computed on the
 HD0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0418.degrees latitude (g = 980.6199 gals.).
 HD0418
 HD0418.The modeled gravity was interpolated from observed gravity values.
 HD0418
 HD0418;                    North         East    Units  Estimated Accuracy
 HD0418;SPC MO C     -   218,820.      496,550.      MT  (+/- 180 meters Scaled)
 HD0418
 HD0418                          SUPERSEDED SURVEY CONTROL
 HD0418
 HD0418  NGVD 29 (??/??/92)  361.186  (m)         1184.99   (f) ADJ UNCH    2 0
 HD0418
 HD0418.Superseded values are not recommended for survey control.
 HD0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0418.See file dsdata.txt to determine how the superseded data were derived.
 HD0418
 HD0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB405843(NAD 83)
 HD0418_MARKER: Q = CHISELED SQUARE
 HD0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0418_SP_SET: SEMAPHORE BASE
 HD0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0418
 HD0418  HISTORY     - Date     Condition        Report By
 HD0418  HISTORY     - UNK      MONUMENTED       USGS
 HD0418  HISTORY     - 1938     GOOD             NGS
 HD0418
 HD0418                          STATION DESCRIPTION
 HD0418
 HD0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0418'1.7 MI SW FROM STOUTLAND.
 HD0418'1.7 MILES SOUTHWEST ALONG THE ST. LOUIS SAN-FRANCISCO RAILWAY
 HD0418'FROM THE STATION AT STOUTLAND, 10 POLES SOUTHWEST OF MILEPOST
 HD0418'169, 255 FEET NORTH OF BENCH MARK 120 M (USGS) DESCRIBED ABOVE,
 HD0418'AT SEMAPHORE 1693, ON THE TOP OF THE NORTHEAST CORNER OF THE
 HD0418'BASE, 8 FEET WEST OF THE WEST RAIL AND ABOUT 1 FOOT ABOVE THE
 HD0418'RAIL.  A 2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0579 ***********************************************************************
 GG0579  DESIGNATION -  1208
 GG0579  PID         -  GG0579
 GG0579  STATE/COUNTY-  MO/NEWTON
 GG0579  USGS QUAD   -  NEOSHO WEST (1972)
 GG0579
 GG0579                         *CURRENT SURVEY CONTROL
 GG0579  ___________________________________________________________________
 GG0579* NAD 83(1997)-  36 47 24.29392(N)    094 27 17.47555(W)     ADJUSTED  
 GG0579* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 GG0579  ___________________________________________________________________
 GG0579  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 GG0579  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GG0579
 GG0579  HORZ ORDER  -  THIRD
 GG0579
 GG0579.The horizontal coordinates were established by classical geodetic methods
 GG0579.and adjusted by the National Geodetic Survey in January 2004..
 GG0579
 GG0579.The orthometric height was scaled from a topographic map.
 GG0579
 GG0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0579
 GG0579.The geoid height was determined by GEOID03.
 GG0579
 GG0579;                    North         East     Units Scale Factor Converg.
 GG0579;SPC MO W     -    69,175.930   854,029.275   MT  0.99994138   +0 01 37.3
 GG0579;UTM  15      - 4,072,572.953   370,193.822   MT  0.99980758   -0 52 17.1
 GG0579
 GG0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0579!SPC MO W     -   0.99994692  x   0.99994138  =   0.99988831
 GG0579!UTM  15      -   0.99994692  x   0.99980758  =   0.99975451
 GG0579
 GG0579                          SUPERSEDED SURVEY CONTROL
 GG0579
 GG0579  NAD 83(1997)-  36 47 24.29114(N)    094 27 17.47625(W) AD(       ) 2
 GG0579  NAD 83(1997)-  36 47 24.29129(N)    094 27 17.47617(W) AD(       ) 2
 GG0579  NAD 83(1997)-  36 47 24.29194(N)    094 27 17.47619(W) AD(       ) 2
 GG0579  NAD 83(1997)-  36 47 24.30207(N)    094 27 17.47852(W) AD(       ) 2
 GG0579  NAD 83(1986)-  36 47 24.30682(N)    094 27 17.47629(W) AD(       ) 2
 GG0579  NAD 27      -  36 47 24.06030(N)    094 27 16.69020(W) AD(       ) 2
 GG0579
 GG0579.Superseded values are not recommended for survey control.
 GG0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0579.See file dsdata.txt to determine how the superseded data were derived.
 GG0579
 GG0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7019472573(NAD 83)
 GG0579_MARKER: DB = BENCH MARK DISK
 GG0579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GG0579_STAMPING: 1208 MO
 GG0579_MARK LOGO: USGS  
 GG0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0579
 GG0579  HISTORY     - Date     Condition        Report By
 GG0579  HISTORY     - 1961     MONUMENTED       USGS
 GG0579  HISTORY     - 19840321 GOOD             NGS
 GG0579
 GG0579                          STATION DESCRIPTION
 GG0579
 GG0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GG0579'THE STATION WHICH WAS NOT PREVIOUSLY DESCRIBED, WAS RECOVERED IN GOOD
 GG0579'CONDITION AT THE SITE OF STATION MCELHANEY.  A DESCRIPTION FOLLOWS. TO
 GG0579'REACH THE STATION FROM THE JUNCTION OF U.S HWYS 60 AND 71, AT NEOSHO,
 GG0579'GO S ON HWY 71 FOR 3.75 MI (6.03 KM) TO STATE ROAD AA.  TURN RIGHT AND
 GG0579'GO W ON ROAD AA FOR 3.1 MI (5.0 KM) TO A SIDE ROAD RIGHT AND THE
 GG0579'STATION ON THE LEFT.  THE STATION IS A STANDARD USGS BM DISK, RIVETED
 GG0579'TO THE TOP OF A 3-IN IRON PIPE WHICH PROJECTS 16 INCHES ABOVE THE
 GG0579'GROUND.  THE DISK IS STAMPED---1208 MO---.  THE STATION IS 20.0 FT
 GG0579'(6.1 M) S FROM THE CENTERLINE OF ROAD AA, 8.5 FT (2.6 M) NNE OF A
 GG0579'TELEPHONE CABLE JUNCTION BOX, 1.0 FT (0.3 M) ENE OF A POWERLINE POLE
 GG0579'AND IS S OF THE E EDGE OF THE GRAVEL ROAD, AT ITS JUNCTION WITH ROAD
 GG0579'AA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0402 ***********************************************************************
 HD0402  DESIGNATION -  1214.2
 HD0402  PID         -  HD0402
 HD0402  STATE/COUNTY-  MO/LACLEDE
 HD0402  USGS QUAD   -  OAKLAND (1979)
 HD0402
 HD0402                         *CURRENT SURVEY CONTROL
 HD0402  ___________________________________________________________________
 HD0402* NAD 83(1986)-  37 43 16.     (N)    092 36 54.     (W)     SCALED    
 HD0402* NAVD 88     -       369.925  (meters)    1213.66   (feet)  ADJUSTED  
 HD0402  ___________________________________________________________________
 HD0402  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HD0402  DYNAMIC HT  -         369.639 (meters)    1212.72  (feet)  COMP
 HD0402  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 HD0402
 HD0402  VERT ORDER  -  SECOND    CLASS 0
 HD0402
 HD0402.The horizontal coordinates were scaled from a topographic map and have
 HD0402.an estimated accuracy of +/- 6 seconds.
 HD0402
 HD0402.The orthometric height was determined by differential leveling
 HD0402.and adjusted by the National Geodetic Survey in June 1991..
 HD0402
 HD0402.The geoid height was determined by GEOID03.
 HD0402
 HD0402.The dynamic height is computed by dividing the NAVD 88
 HD0402.geopotential number by the normal gravity value computed on the
 HD0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0402.degrees latitude (g = 980.6199 gals.).
 HD0402
 HD0402.The modeled gravity was interpolated from observed gravity values.
 HD0402
 HD0402;                    North         East    Units  Estimated Accuracy
 HD0402;SPC MO C     -   209,490.      489,860.      MT  (+/- 180 meters Scaled)
 HD0402
 HD0402                          SUPERSEDED SURVEY CONTROL
 HD0402
 HD0402  NGVD 29 (??/??/92)  369.807  (m)         1213.28   (f) ADJ UNCH    2 0
 HD0402
 HD0402.Superseded values are not recommended for survey control.
 HD0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0402.See file dsdata.txt to determine how the superseded data were derived.
 HD0402
 HD0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB339749(NAD 83)
 HD0402_MARKER: Q = CHISELED SQUARE
 HD0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0402_SP_SET: BATTERY WELL
 HD0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0402
 HD0402  HISTORY     - Date     Condition        Report By
 HD0402  HISTORY     - UNK      MONUMENTED       USGS
 HD0402  HISTORY     - 1938     GOOD             NGS
 HD0402
 HD0402                          STATION DESCRIPTION
 HD0402
 HD0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0402'4.1 MI NE FROM LEBANON.
 HD0402'4.1 MILES NORTHEAST ALONG THE SOUTH-EASTERN BRANCH OF THE ST.
 HD0402'LOUIS-SAN FRANCISCO RAILWAY FROM LEBANON, 0.2 MILE SOUTHWEST
 HD0402'OF A ROAD CROSSING, 4 RAILS NORTH OF THE TENTH POLE SOUTHWEST
 HD0402'OF MILEPOST 177, 3 FEET SOUTH OF SEMAPHORE 1772, ON THE TOP OF
 HD0402'THE NORTHWEST SIDE OF THE CONCRETE BATTERY WELL, AND 7 FEET
 HD0402'EAST OF THE EAST RAIL.  A 2-INCH CHISELED SQUARE, PAINTED
 HD0402'U S B M 1214.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0395 ***********************************************************************
 HD0395  DESIGNATION -  1221.5
 HD0395  PID         -  HD0395
 HD0395  STATE/COUNTY-  MO/LACLEDE
 HD0395  USGS QUAD   -  LEBANON (1978)
 HD0395
 HD0395                         *CURRENT SURVEY CONTROL
 HD0395  ___________________________________________________________________
 HD0395* NAD 83(1986)-  37 41 56.     (N)    092 38 03.     (W)     SCALED    
 HD0395* NAVD 88     -       372.139  (meters)    1220.93   (feet)  ADJUSTED  
 HD0395  ___________________________________________________________________
 HD0395  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 HD0395  DYNAMIC HT  -         371.851 (meters)    1219.98  (feet)  COMP
 HD0395  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 HD0395
 HD0395  VERT ORDER  -  SECOND    CLASS 0
 HD0395
 HD0395.The horizontal coordinates were scaled from a topographic map and have
 HD0395.an estimated accuracy of +/- 6 seconds.
 HD0395
 HD0395.The orthometric height was determined by differential leveling
 HD0395.and adjusted by the National Geodetic Survey in June 1991..
 HD0395
 HD0395.The geoid height was determined by GEOID03.
 HD0395
 HD0395.The dynamic height is computed by dividing the NAVD 88
 HD0395.geopotential number by the normal gravity value computed on the
 HD0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0395.degrees latitude (g = 980.6199 gals.).
 HD0395
 HD0395.The modeled gravity was interpolated from observed gravity values.
 HD0395
 HD0395;                    North         East    Units  Estimated Accuracy
 HD0395;SPC MO C     -   207,020.      488,170.      MT  (+/- 180 meters Scaled)
 HD0395
 HD0395                          SUPERSEDED SURVEY CONTROL
 HD0395
 HD0395  NGVD 29 (??/??/92)  372.020  (m)         1220.54   (f) ADJ UNCH    2 0
 HD0395
 HD0395.Superseded values are not recommended for survey control.
 HD0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0395.See file dsdata.txt to determine how the superseded data were derived.
 HD0395
 HD0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB322724(NAD 83)
 HD0395_MARKER: Q = CHISELED SQUARE
 HD0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0395_SP_SET: BATTERY WELL
 HD0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0395
 HD0395  HISTORY     - Date     Condition        Report By
 HD0395  HISTORY     - UNK      MONUMENTED       USGS
 HD0395  HISTORY     - 1938     GOOD             NGS
 HD0395
 HD0395                          STATION DESCRIPTION
 HD0395
 HD0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0395'2 MI NE FROM LEBANON.
 HD0395'2.0 MILES NORTHEAST ALONG THE SOUTHEASTERN BRANCH OF THE ST.
 HD0395'LOUIS-SAN FRANCISCO RAILWAY FROM LEBANON, ON THE SOUTHEAST
 HD0395'SIDE OF THE TRACK, AT SEMAPHORE 1792, AND ON THE TOP OF THE
 HD0395'NORTHWEST SIDE OF THE CONCRETE BATTERY WELL.  A CHISELED SQUARE,
 HD0395'PAINTED U S B M 1221.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0821 ***********************************************************************
 HD0821  DESIGNATION -  1222
 HD0821  PID         -  HD0821
 HD0821  STATE/COUNTY-  MO/POLK
 HD0821  USGS QUAD   -  ALDRICH (1981)
 HD0821
 HD0821                         *CURRENT SURVEY CONTROL
 HD0821  ___________________________________________________________________
 HD0821* NAD 83(1986)-  37 37 18.     (N)    093 31 20.     (W)     SCALED    
 HD0821* NAVD 88     -       322.767  (meters)    1058.94   (feet)  ADJUSTED  
 HD0821  ___________________________________________________________________
 HD0821  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HD0821  DYNAMIC HT  -         322.518 (meters)    1058.13  (feet)  COMP
 HD0821  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 HD0821
 HD0821  VERT ORDER  -  SECOND    CLASS 0
 HD0821
 HD0821.The horizontal coordinates were scaled from a topographic map and have
 HD0821.an estimated accuracy of +/- 6 seconds.
 HD0821
 HD0821.The orthometric height was determined by differential leveling
 HD0821.and adjusted by the National Geodetic Survey in June 1991..
 HD0821
 HD0821.The geoid height was determined by GEOID03.
 HD0821
 HD0821.The dynamic height is computed by dividing the NAVD 88
 HD0821.geopotential number by the normal gravity value computed on the
 HD0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0821.degrees latitude (g = 980.6199 gals.).
 HD0821
 HD0821.The modeled gravity was interpolated from observed gravity values.
 HD0821
 HD0821;                    North         East    Units  Estimated Accuracy
 HD0821;SPC MO C     -   198,930.      409,760.      MT  (+/- 180 meters Scaled)
 HD0821
 HD0821                          SUPERSEDED SURVEY CONTROL
 HD0821
 HD0821.No superseded survey control is available for this station.
 HD0821
 HD0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB539639(NAD 83)
 HD0821_MARKER: DD = SURVEY DISK
 HD0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0821_STAMPING: 1222 CWA 1934
 HD0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0821+STABILITY: SURFACE MOTION
 HD0821
 HD0821  HISTORY     - Date     Condition        Report By
 HD0821  HISTORY     - 1934     MONUMENTED       MOGS
 HD0821  HISTORY     - 1938     GOOD             NGS
 HD0821
 HD0821                          STATION DESCRIPTION
 HD0821
 HD0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0821'3 MI E FROM FAIR PLAY.
 HD0821'3.0 MILES EAST ALONG STATE HIGHWAY 64 FROM THE STANDARD OIL CO.
 HD0821'BULK PLANT AT FAIR PLAY, POLK COUNTY, AT THE QUARTER CORNER BETWEEN
 HD0821'SECTIONS 1 AND 2, T 33 N, R 24 W, 100 FEET WEST OF THE INTERSECTION
 HD0821'OF A GRAVEL ROAD, IN FRONT OF A ONE-STORY WHITE FARMHOUSE, 48
 HD0821'FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 55 FEET NORTH OF
 HD0821'THE CENTERLINE OF THE HIGHWAY, 7 FEET SOUTHEAST OF A FENCE CORNER,
 HD0821'AND 2 FEET WEST OF A WIRE FENCE.  A STATE SURVEY STANDARD DISK
 HD0821'STAMPED 1222 CWA 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0512 ***********************************************************************
 HD0512  DESIGNATION -  1223
 HD0512  PID         -  HD0512
 HD0512  STATE/COUNTY-  MO/POLK
 HD0512  USGS QUAD   -  BOLIVAR (1981)
 HD0512
 HD0512                         *CURRENT SURVEY CONTROL
 HD0512  ___________________________________________________________________
 HD0512* NAD 83(1986)-  37 36 46.     (N)    093 27 59.     (W)     SCALED    
 HD0512* NAVD 88     -       340.862  (meters)    1118.31   (feet)  ADJUSTED  
 HD0512  ___________________________________________________________________
 HD0512  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 HD0512  DYNAMIC HT  -         340.600 (meters)    1117.45  (feet)  COMP
 HD0512  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 HD0512
 HD0512  VERT ORDER  -  SECOND    CLASS 0
 HD0512
 HD0512.The horizontal coordinates were scaled from a topographic map and have
 HD0512.an estimated accuracy of +/- 6 seconds.
 HD0512
 HD0512.The orthometric height was determined by differential leveling
 HD0512.and adjusted by the National Geodetic Survey in June 1991..
 HD0512
 HD0512.The geoid height was determined by GEOID03.
 HD0512
 HD0512.The dynamic height is computed by dividing the NAVD 88
 HD0512.geopotential number by the normal gravity value computed on the
 HD0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0512.degrees latitude (g = 980.6199 gals.).
 HD0512
 HD0512.The modeled gravity was interpolated from observed gravity values.
 HD0512
 HD0512;                    North         East    Units  Estimated Accuracy
 HD0512;SPC MO C     -   197,900.      414,680.      MT  (+/- 180 meters Scaled)
 HD0512
 HD0512                          SUPERSEDED SURVEY CONTROL
 HD0512
 HD0512.No superseded survey control is available for this station.
 HD0512
 HD0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB588629(NAD 83)
 HD0512_MARKER: DD = SURVEY DISK
 HD0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0512_STAMPING: 1223 CWA 1934
 HD0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0512+STABILITY: SURFACE MOTION
 HD0512
 HD0512  HISTORY     - Date     Condition        Report By
 HD0512  HISTORY     - 1934     MONUMENTED       MOGS
 HD0512  HISTORY     - 1938     GOOD             NGS
 HD0512
 HD0512                          STATION DESCRIPTION
 HD0512
 HD0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0512'3.1 MI W FROM BOLIVAR.
 HD0512'3.1 MILES WEST ALONG STATE HIGHWAY 64 FROM THE COUNTY COURTHOUSE
 HD0512'AT BOLIVAR, POLK COUNTY, 99 FEET EAST OF THE NORTHEAST CORNER
 HD0512'OF A ONE-STORY WHITE HOUSE, AT THE SOUTHEAST CORNER OF SECTION
 HD0512'4, T 33 N, R 23 W, AT THE JUNCTION OF A ROAD LEADING NORTH, 56
 HD0512'FEET WEST OF THE CENTERLINE OF THE ROAD, 32 FEET SOUTH OF THE
 HD0512'CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE, AND ABOUT
 HD0512'1-1/2 FEET HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD
 HD0512'DISK, STAMPED 1223 CWA 1934 AND SET IN THE TOP OF A CONCRETE
 HD0512'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0076 ***********************************************************************
 JD0076  DESIGNATION -  122=34/1 BOLT
 JD0076  PID         -  JD0076
 JD0076  STATE/COUNTY-  MO/MONITEAU
 JD0076  USGS QUAD   -  JAMESTOWN (1969)
 JD0076
 JD0076                         *CURRENT SURVEY CONTROL
 JD0076  ___________________________________________________________________
 JD0076* NAD 83(1986)-  38 45 08.     (N)    092 24 35.     (W)     SCALED    
 JD0076* NAVD 88     -       177.035  (meters)     580.82   (feet)  ADJUSTED  
 JD0076  ___________________________________________________________________
 JD0076  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0076  DYNAMIC HT  -         176.918 (meters)     580.44  (feet)  COMP
 JD0076  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 JD0076
 JD0076  VERT ORDER  -  FIRST     CLASS II
 JD0076
 JD0076.The horizontal coordinates were scaled from a topographic map and have
 JD0076.an estimated accuracy of +/- 6 seconds.
 JD0076
 JD0076.The orthometric height was determined by differential leveling
 JD0076.and adjusted by the National Geodetic Survey in June 1991..
 JD0076
 JD0076.The geoid height was determined by GEOID03.
 JD0076
 JD0076.The dynamic height is computed by dividing the NAVD 88
 JD0076.geopotential number by the normal gravity value computed on the
 JD0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0076.degrees latitude (g = 980.6199 gals.).
 JD0076
 JD0076.The modeled gravity was interpolated from observed gravity values.
 JD0076
 JD0076;                    North         East    Units  Estimated Accuracy
 JD0076;SPC MO C     -   323,930.      507,850.      MT  (+/- 180 meters Scaled)
 JD0076
 JD0076                          SUPERSEDED SURVEY CONTROL
 JD0076
 JD0076  NGVD 29 (??/??/92)  176.99   (m)          580.7    (f) COMPUTED    1 2
 JD0076
 JD0076.Superseded values are not recommended for survey control.
 JD0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0076.See file dsdata.txt to determine how the superseded data were derived.
 JD0076
 JD0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC512894(NAD 83)
 JD0076_MARKER: B = BOLT
 JD0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0076_SP_SET: STONE
 JD0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0076+STABILITY: SURFACE MOTION
 JD0076
 JD0076  HISTORY     - Date     Condition        Report By
 JD0076  HISTORY     - UNK      MONUMENTED       MORC
 JD0076  HISTORY     - 1948     GOOD             NGS
 JD0076  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0076
 JD0076                          STATION DESCRIPTION
 JD0076
 JD0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0076'AT SANDY HOOK.
 JD0076'AT SANDY HOOK, 0.2 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 JD0076'FROM THE STATION, NEAR MILEPOST NO. 144, 282.0 FEET WEST OF
 JD0076'THE WEST RAIL OF THE TRACK, 143.0 FEET NORTHEAST OF THE CENTER
 JD0076'LINE OF COUNTY ROAD A, 59.0 FEET NORTH OF THE CENTER LINE
 JD0076'OF A SHORT EAST-WEST STREET, 3.5 FEET SOUTH OF THE EAST END OF
 JD0076'A STONE WALL ALONG THE SOUTH SIDE OF A YARD.  THE TOP OF A
 JD0076'COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET 3.0
 JD0076'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 JD0076'BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 JD0076
 JD0076                          STATION RECOVERY (1986)
 JD0076
 JD0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0075 ***********************************************************************
 JD0075  DESIGNATION -  122=34/1 CAP
 JD0075  PID         -  JD0075
 JD0075  STATE/COUNTY-  MO/MONITEAU
 JD0075  USGS QUAD   -  JAMESTOWN (1969)
 JD0075
 JD0075                         *CURRENT SURVEY CONTROL
 JD0075  ___________________________________________________________________
 JD0075* NAD 83(1986)-  38 45 08.     (N)    092 24 35.     (W)     SCALED    
 JD0075* NAVD 88     -       178.275  (meters)     584.89   (feet)  ADJUSTED  
 JD0075  ___________________________________________________________________
 JD0075  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0075  DYNAMIC HT  -         178.157 (meters)     584.50  (feet)  COMP
 JD0075  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 JD0075
 JD0075  VERT ORDER  -  FIRST     CLASS II
 JD0075
 JD0075.The horizontal coordinates were scaled from a topographic map and have
 JD0075.an estimated accuracy of +/- 6 seconds.
 JD0075
 JD0075.The orthometric height was determined by differential leveling
 JD0075.and adjusted by the National Geodetic Survey in June 1991..
 JD0075
 JD0075.The geoid height was determined by GEOID03.
 JD0075
 JD0075.The dynamic height is computed by dividing the NAVD 88
 JD0075.geopotential number by the normal gravity value computed on the
 JD0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0075.degrees latitude (g = 980.6199 gals.).
 JD0075
 JD0075.The modeled gravity was interpolated from observed gravity values.
 JD0075
 JD0075;                    North         East    Units  Estimated Accuracy
 JD0075;SPC MO C     -   323,930.      507,850.      MT  (+/- 180 meters Scaled)
 JD0075
 JD0075                          SUPERSEDED SURVEY CONTROL
 JD0075
 JD0075  NGVD 29 (??/??/92)  178.229  (m)          584.74   (f) ADJ UNCH    1 2
 JD0075
 JD0075.Superseded values are not recommended for survey control.
 JD0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0075.See file dsdata.txt to determine how the superseded data were derived.
 JD0075
 JD0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC512894(NAD 83)
 JD0075_MARKER: P = PIPE CAP
 JD0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0075
 JD0075  HISTORY     - Date     Condition        Report By
 JD0075  HISTORY     - UNK      MONUMENTED       MORC
 JD0075  HISTORY     - 1948     GOOD             NGS
 JD0075  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0075
 JD0075                          STATION DESCRIPTION
 JD0075
 JD0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0075'AT SANDY HOOK.
 JD0075'AT SANDY HOOK, 0.2 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 JD0075'FROM THE STATION, NEAR MILEPOST NO. 144, 282.0 FEET WEST OF
 JD0075'THE WEST RAIL OF THE TRACK, 143.0 FEET NORTHEAST OF THE CENTER
 JD0075'LINE OF COUNTY ROAD A, 59.0 FEET NORTH OF THE CENTER LINE OF
 JD0075'A SHORT EAST-WEST STREET, 3.5 FEET SOUTH OF THE EAST END OF A
 JD0075'STONE WALL ALONG THE SOUTH SIDE OF A YARD.  THE TOP OF A MISSOURI
 JD0075'RIVER COMMISSION IRON CAP SET ON TOP OF A 4-INCH IRON PIPE AND
 JD0075'PROJECTING 1.0 FOOT ABOVE THE GROUND.
 JD0075
 JD0075                          STATION RECOVERY (1986)
 JD0075
 JD0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0394 ***********************************************************************
 HD0394  DESIGNATION -  1223.9
 HD0394  PID         -  HD0394
 HD0394  STATE/COUNTY-  MO/LACLEDE
 HD0394  USGS QUAD   -  LEBANON (1978)
 HD0394
 HD0394                         *CURRENT SURVEY CONTROL
 HD0394  ___________________________________________________________________
 HD0394* NAD 83(1986)-  37 41 17.     (N)    092 38 52.     (W)     SCALED    
 HD0394* NAVD 88     -       372.888  (meters)    1223.38   (feet)  ADJUSTED  
 HD0394  ___________________________________________________________________
 HD0394  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HD0394  DYNAMIC HT  -         372.600 (meters)    1222.44  (feet)  COMP
 HD0394  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 HD0394
 HD0394  VERT ORDER  -  SECOND    CLASS 0
 HD0394
 HD0394.The horizontal coordinates were scaled from a topographic map and have
 HD0394.an estimated accuracy of +/- 6 seconds.
 HD0394
 HD0394.The orthometric height was determined by differential leveling
 HD0394.and adjusted by the National Geodetic Survey in June 1991..
 HD0394
 HD0394.The geoid height was determined by GEOID03.
 HD0394
 HD0394.The dynamic height is computed by dividing the NAVD 88
 HD0394.geopotential number by the normal gravity value computed on the
 HD0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0394.degrees latitude (g = 980.6199 gals.).
 HD0394
 HD0394.The modeled gravity was interpolated from observed gravity values.
 HD0394
 HD0394;                    North         East    Units  Estimated Accuracy
 HD0394;SPC MO C     -   205,820.      486,970.      MT  (+/- 180 meters Scaled)
 HD0394
 HD0394                          SUPERSEDED SURVEY CONTROL
 HD0394
 HD0394  NGVD 29 (??/??/92)  372.769  (m)         1222.99   (f) ADJ UNCH    2 0
 HD0394
 HD0394.Superseded values are not recommended for survey control.
 HD0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0394.See file dsdata.txt to determine how the superseded data were derived.
 HD0394
 HD0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB310712(NAD 83)
 HD0394_MARKER: Q = CHISELED SQUARE
 HD0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0394_SP_SET: BATTERY WELL
 HD0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0394
 HD0394  HISTORY     - Date     Condition        Report By
 HD0394  HISTORY     - UNK      MONUMENTED       USGS
 HD0394  HISTORY     - 1938     GOOD             NGS
 HD0394
 HD0394                          STATION DESCRIPTION
 HD0394
 HD0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0394'1 MI NE FROM LEBANON.
 HD0394'1.0 MILE NORTHEAST ALONG THE SOUTHEASTERN BRANCH OF THE
 HD0394'ST. LOUIS-SAN FRANCISCO RAILWAY FROM LEBANON, ON THE SOUTHEAST
 HD0394'SIDE OF THE TRACK, AT SEMAPHORE 1802, AND ON THE TOP OF THE
 HD0394'NORTHWEST SIDE OF THE CONCRETE BATTERY WELL.  A CHISELED
 HD0394'SQUARE, PAINTED U S B M 1223.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0522 ***********************************************************************
 HD0522  DESIGNATION -  1224
 HD0522  PID         -  HD0522
 HD0522  STATE/COUNTY-  MO/POLK
 HD0522  USGS QUAD   -  BOLIVAR (1981)
 HD0522
 HD0522                         *CURRENT SURVEY CONTROL
 HD0522  ___________________________________________________________________
 HD0522* NAD 83(1986)-  37 36 50.     (N)    093 24 40.     (W)     SCALED    
 HD0522* NAVD 88     -       321.980  (meters)    1056.36   (feet)  ADJUSTED  
 HD0522  ___________________________________________________________________
 HD0522  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HD0522  DYNAMIC HT  -         321.735 (meters)    1055.56  (feet)  COMP
 HD0522  MODELED GRAV-     979,859.4   (mgal)                       NAVD 88
 HD0522
 HD0522  VERT ORDER  -  SECOND    CLASS 0
 HD0522
 HD0522.The horizontal coordinates were scaled from a topographic map and have
 HD0522.an estimated accuracy of +/- 6 seconds.
 HD0522
 HD0522.The orthometric height was determined by differential leveling
 HD0522.and adjusted by the National Geodetic Survey in June 1991..
 HD0522
 HD0522.The geoid height was determined by GEOID03.
 HD0522
 HD0522.The dynamic height is computed by dividing the NAVD 88
 HD0522.geopotential number by the normal gravity value computed on the
 HD0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0522.degrees latitude (g = 980.6199 gals.).
 HD0522
 HD0522.The modeled gravity was interpolated from observed gravity values.
 HD0522
 HD0522;                    North         East    Units  Estimated Accuracy
 HD0522;SPC MO C     -   197,970.      419,560.      MT  (+/- 180 meters Scaled)
 HD0522
 HD0522                          SUPERSEDED SURVEY CONTROL
 HD0522
 HD0522.No superseded survey control is available for this station.
 HD0522
 HD0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB637630(NAD 83)
 HD0522_MARKER: DD = SURVEY DISK
 HD0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0522_STAMPING: 1224 CWA 1934
 HD0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0522+STABILITY: SURFACE MOTION
 HD0522
 HD0522  HISTORY     - Date     Condition        Report By
 HD0522  HISTORY     - 1934     MONUMENTED       MOGS
 HD0522  HISTORY     - 1945     GOOD             NGS
 HD0522  HISTORY     - 20040821 GOOD             USPSQD
 HD0522
 HD0522                          STATION DESCRIPTION
 HD0522
 HD0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HD0522'AT BOLIVAR.
 HD0522'AT BOLIVAR, POLK COUNTY, AT THE INTERSECTION OF EAST BROADWAY
 HD0522'AND SOUTH SPRINGFIELD STREET, 45 FEET NORTHEAST OF THE NORTHEAST
 HD0522'CORNER OF THE COUNTY COURTHOUSE, 9.5 FEET SOUTH OF THE SOUTH
 HD0522'EDGE OF THE EAST BROADWAY SIDEWALK, 9.5 FEET WEST OF THE WEST
 HD0522'EDGE OF THE SOUTH SPRINGFIELD STREET SIDEWALK, AND 6 INCHES
 HD0522'ABOVE THE SIDEWALK.  A STATE SURVEY STANDARD DISK, STAMPED
 HD0522'1224 CWA 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HD0522'THE LAWN.
 HD0522
 HD0522                          STATION RECOVERY (2004)
 HD0522
 HD0522'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 HD0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0527 ***********************************************************************
 HD0527  DESIGNATION -  1225
 HD0527  PID         -  HD0527
 HD0527  STATE/COUNTY-  MO/POLK
 HD0527  USGS QUAD   -  CEDAR VISTA (1961)
 HD0527
 HD0527                         *CURRENT SURVEY CONTROL
 HD0527  ___________________________________________________________________
 HD0527* NAD 83(1986)-  37 36 25.     (N)    093 21 15.     (W)     SCALED    
 HD0527* NAVD 88     -       332.715  (meters)    1091.58   (feet)  ADJUSTED  
 HD0527  ___________________________________________________________________
 HD0527  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 HD0527  DYNAMIC HT  -         332.461 (meters)    1090.75  (feet)  COMP
 HD0527  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 HD0527
 HD0527  VERT ORDER  -  SECOND    CLASS 0
 HD0527
 HD0527.The horizontal coordinates were scaled from a topographic map and have
 HD0527.an estimated accuracy of +/- 6 seconds.
 HD0527
 HD0527.The orthometric height was determined by differential leveling
 HD0527.and adjusted by the National Geodetic Survey in June 1991..
 HD0527.WARNING-Repeat measurements at this control monument indicate possible
 HD0527.vertical movement.
 HD0527
 HD0527.The geoid height was determined by GEOID03.
 HD0527
 HD0527.The dynamic height is computed by dividing the NAVD 88
 HD0527.geopotential number by the normal gravity value computed on the
 HD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0527.degrees latitude (g = 980.6199 gals.).
 HD0527
 HD0527.The modeled gravity was interpolated from observed gravity values.
 HD0527
 HD0527;                    North         East    Units  Estimated Accuracy
 HD0527;SPC MO C     -   197,150.      424,580.      MT  (+/- 180 meters Scaled)
 HD0527
 HD0527                          SUPERSEDED SURVEY CONTROL
 HD0527
 HD0527.No superseded survey control is available for this station.
 HD0527
 HD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB687622(NAD 83)
 HD0527_MARKER: DD = SURVEY DISK
 HD0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0527_STAMPING: 1225 CWA 1934
 HD0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0527+STABILITY: SURFACE MOTION
 HD0527
 HD0527  HISTORY     - Date     Condition        Report By
 HD0527  HISTORY     - 1934     MONUMENTED       MOGS
 HD0527  HISTORY     - 1938     GOOD             NGS
 HD0527
 HD0527                          STATION DESCRIPTION
 HD0527
 HD0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0527'2.5 MI W FROM BURNS.
 HD0527'2.5 MILES WEST ALONG STATE HIGHWAY 64 FROM THE POMME DE TERRE
 HD0527'RIVER BRIDGE AT BURNS, POLK COUNTY, 52 YARDS WEST OF A CONCRETE
 HD0527'CULVERT, OPPOSITE A SIDE ROAD LEADING SOUTH, 36 FEET NORTH OF
 HD0527'THE CENTERLINE OF THE HIGHWAY, 4-1/2 FEET SOUTH OF A FENCE
 HD0527'CORNER, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STATE
 HD0527'SURVEY STANDARD DISK, STAMPED 1225 CWA 1934 AND SET IN THE
 HD0527'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0401 ***********************************************************************
 HD0401  DESIGNATION -  1228.3
 HD0401  PID         -  HD0401
 HD0401  STATE/COUNTY-  MO/LACLEDE
 HD0401  USGS QUAD   -  LEBANON (1978)
 HD0401
 HD0401                         *CURRENT SURVEY CONTROL
 HD0401  ___________________________________________________________________
 HD0401* NAD 83(1986)-  37 42 38.     (N)    092 37 39.     (W)     SCALED    
 HD0401* NAVD 88     -       374.209  (meters)    1227.72   (feet)  ADJUSTED  
 HD0401  ___________________________________________________________________
 HD0401  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HD0401  DYNAMIC HT  -         373.920 (meters)    1226.77  (feet)  COMP
 HD0401  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 HD0401
 HD0401  VERT ORDER  -  SECOND    CLASS 0
 HD0401
 HD0401.The horizontal coordinates were scaled from a topographic map and have
 HD0401.an estimated accuracy of +/- 6 seconds.
 HD0401
 HD0401.The orthometric height was determined by differential leveling
 HD0401.and adjusted by the National Geodetic Survey in June 1991..
 HD0401
 HD0401.The geoid height was determined by GEOID03.
 HD0401
 HD0401.The dynamic height is computed by dividing the NAVD 88
 HD0401.geopotential number by the normal gravity value computed on the
 HD0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0401.degrees latitude (g = 980.6199 gals.).
 HD0401
 HD0401.The modeled gravity was interpolated from observed gravity values.
 HD0401
 HD0401;                    North         East    Units  Estimated Accuracy
 HD0401;SPC MO C     -   208,320.      488,760.      MT  (+/- 180 meters Scaled)
 HD0401
 HD0401                          SUPERSEDED SURVEY CONTROL
 HD0401
 HD0401  NGVD 29 (??/??/92)  374.090  (m)         1227.33   (f) ADJ UNCH    2 0
 HD0401
 HD0401.Superseded values are not recommended for survey control.
 HD0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0401.See file dsdata.txt to determine how the superseded data were derived.
 HD0401
 HD0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB328737(NAD 83)
 HD0401_MARKER: Q = CHISELED SQUARE
 HD0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0401_SP_SET: BATTERY WELL
 HD0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0401
 HD0401  HISTORY     - Date     Condition        Report By
 HD0401  HISTORY     - UNK      MONUMENTED       USGS
 HD0401  HISTORY     - 1938     GOOD             NGS
 HD0401
 HD0401                          STATION DESCRIPTION
 HD0401
 HD0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0401'2.9 MI NE FROM LEBANON.
 HD0401'2.9 MILES NORTHEAST ALONG THE SOUTHEASTERN BRANCH OF THE ST.
 HD0401'LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT LEBANON, AT A
 HD0401'ROAD CROSSING, 70 FEET SOUTH OF THE ROAD, AT SEMAPHORE 1782,
 HD0401'ON THE TOP OF THE WEST SIDE OF THE CONCRETE BATTERY WELL, AND 6
 HD0401'FEET EAST OF THE EAST RAIL.  A 2-INCH CHISELED SQUARE PAINTED
 HD0401'U S B M 1228.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0471 ***********************************************************************
 HD0471  DESIGNATION -  1234.7
 HD0471  PID         -  HD0471
 HD0471  STATE/COUNTY-  MO/LACLEDE
 HD0471  USGS QUAD   -  LEBANON (1978)
 HD0471
 HD0471                         *CURRENT SURVEY CONTROL
 HD0471  ___________________________________________________________________
 HD0471* NAD 83(1986)-  37 39 12.     (N)    092 41 49.     (W)     SCALED    
 HD0471* NAVD 88     -       376.18   (+/-2cm)    1234.2    (feet)  VERTCON   
 HD0471  ___________________________________________________________________
 HD0471  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HD0471
 HD0471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HD0471
 HD0471.The horizontal coordinates were scaled from a topographic map and have
 HD0471.an estimated accuracy of +/- 6 seconds.
 HD0471
 HD0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD0471.The vertical order pertains to the NGVD 29 superseded value.
 HD0471
 HD0471.The geoid height was determined by GEOID03.
 HD0471
 HD0471;                    North         East    Units  Estimated Accuracy
 HD0471;SPC MO C     -   201,980.      482,620.      MT  (+/- 180 meters Scaled)
 HD0471
 HD0471                          SUPERSEDED SURVEY CONTROL
 HD0471
 HD0471  NGVD 29 (??/??/92)  376.069  (m)         1233.82   (f) ADJ UNCH    2 0
 HD0471
 HD0471.Superseded values are not recommended for survey control.
 HD0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0471.See file dsdata.txt to determine how the superseded data were derived.
 HD0471
 HD0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB267673(NAD 83)
 HD0471_MARKER: Q = CHISELED SQUARE
 HD0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0471_SP_SET: SEMAPHORE BASE
 HD0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0471
 HD0471  HISTORY     - Date     Condition        Report By
 HD0471  HISTORY     - UNK      MONUMENTED       USGS
 HD0471  HISTORY     - 1934     GOOD             NGS
 HD0471
 HD0471                          STATION DESCRIPTION
 HD0471
 HD0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0471'2.5 MI SW FROM LEBANON.
 HD0471'2.5 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0471'FROM THE STATION AT LEBANON, WEST OF THE TRACK, AT SEMAPHORE
 HD0471'1845, AND ON THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 HD0471'BASE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0536 ***********************************************************************
 HD0536  DESIGNATION -  1237
 HD0536  PID         -  HD0536
 HD0536  STATE/COUNTY-  MO/POLK
 HD0536  USGS QUAD   -  BUFFALO NW (1950)
 HD0536
 HD0536                         *CURRENT SURVEY CONTROL
 HD0536  ___________________________________________________________________
 HD0536* NAD 83(1986)-  37 37 36.     (N)    093 12 08.     (W)     SCALED    
 HD0536* NAVD 88     -       337.781  (meters)    1108.20   (feet)  ADJUSTED  
 HD0536  ___________________________________________________________________
 HD0536  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 HD0536  DYNAMIC HT  -         337.523 (meters)    1107.36  (feet)  COMP
 HD0536  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 HD0536
 HD0536  VERT ORDER  -  SECOND    CLASS 0
 HD0536
 HD0536.The horizontal coordinates were scaled from a topographic map and have
 HD0536.an estimated accuracy of +/- 6 seconds.
 HD0536
 HD0536.The orthometric height was determined by differential leveling
 HD0536.and adjusted by the National Geodetic Survey in June 1991..
 HD0536
 HD0536.The geoid height was determined by GEOID03.
 HD0536
 HD0536.The dynamic height is computed by dividing the NAVD 88
 HD0536.geopotential number by the normal gravity value computed on the
 HD0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0536.degrees latitude (g = 980.6199 gals.).
 HD0536
 HD0536.The modeled gravity was interpolated from observed gravity values.
 HD0536
 HD0536;                    North         East    Units  Estimated Accuracy
 HD0536;SPC MO C     -   199,230.      438,010.      MT  (+/- 180 meters Scaled)
 HD0536
 HD0536                          SUPERSEDED SURVEY CONTROL
 HD0536
 HD0536.No superseded survey control is available for this station.
 HD0536
 HD0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB821644(NAD 83)
 HD0536_MARKER: DD = SURVEY DISK
 HD0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0536_STAMPING: 1237 CWA 1934
 HD0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0536+STABILITY: SURFACE MOTION
 HD0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0536+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 HD0536
 HD0536  HISTORY     - Date     Condition        Report By
 HD0536  HISTORY     - 1934     MONUMENTED       MOGS
 HD0536  HISTORY     - 1938     GOOD             NGS
 HD0536  HISTORY     - 20010122 GOOD             LOCENG
 HD0536  HISTORY     - 20060725 GOOD             MODNR
 HD0536
 HD0536                          STATION DESCRIPTION
 HD0536
 HD0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0536'2.2 MI E FROM HALF WAY.
 HD0536'2.2 MILES EAST ALONG STATE HIGHWAY 64 FROM THE STUCCO CHURCH
 HD0536'AT HALF WAY, POLK COUNTY, AT THE CREST OF A HILL, 547 FEET
 HD0536'EAST OF THE CENTERLINE OF A PRIVATE LANE LEADING TO THE E.L.
 HD0536'STINES FARMHOUSE IN 1938, 36 FEET NORTH OF THE CENTERLINE OF
 HD0536'THE HIGHWAY, 20 FEET WEST OF A FIELD GATE, 1-1/2 FEET SOUTH
 HD0536'OF A FENCE, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STATE
 HD0536'SURVEY STANDARD DISK, STAMPED 1237 CWA 1934 AND SET IN THE
 HD0536'TOP OF A CONCRETE POST.
 HD0536
 HD0536                          STATION RECOVERY (2001)
 HD0536
 HD0536'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (CMC)
 HD0536'RECOVERED IN GOOD CONDITION.
 HD0536
 HD0536                          STATION RECOVERY (2006)
 HD0536
 HD0536'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HD0536'THE AUTONOMOUS HAD HELD POSITIONS IS LAT  37 37 36.2 LONG  93 12 08.4.
 HD0536' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0540 ***********************************************************************
 HD0540  DESIGNATION -  1238
 HD0540  PID         -  HD0540
 HD0540  STATE/COUNTY-  MO/DALLAS
 HD0540  USGS QUAD   -  BUFFALO NW (1950)
 HD0540
 HD0540                         *CURRENT SURVEY CONTROL
 HD0540  ___________________________________________________________________
 HD0540* NAD 83(1986)-  37 38 19.     (N)    093 09 13.     (W)     SCALED    
 HD0540* NAVD 88     -       331.033  (meters)    1086.06   (feet)  ADJUSTED  
 HD0540  ___________________________________________________________________
 HD0540  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HD0540  DYNAMIC HT  -         330.781 (meters)    1085.24  (feet)  COMP
 HD0540  MODELED GRAV-     979,858.6   (mgal)                       NAVD 88
 HD0540
 HD0540  VERT ORDER  -  SECOND    CLASS 0
 HD0540
 HD0540.The horizontal coordinates were scaled from a topographic map and have
 HD0540.an estimated accuracy of +/- 6 seconds.
 HD0540
 HD0540.The orthometric height was determined by differential leveling
 HD0540.and adjusted by the National Geodetic Survey in June 1991..
 HD0540
 HD0540.The geoid height was determined by GEOID03.
 HD0540
 HD0540.The dynamic height is computed by dividing the NAVD 88
 HD0540.geopotential number by the normal gravity value computed on the
 HD0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0540.degrees latitude (g = 980.6199 gals.).
 HD0540
 HD0540.The modeled gravity was interpolated from observed gravity values.
 HD0540
 HD0540;                    North         East    Units  Estimated Accuracy
 HD0540;SPC MO C     -   200,520.      442,320.      MT  (+/- 180 meters Scaled)
 HD0540
 HD0540                          SUPERSEDED SURVEY CONTROL
 HD0540
 HD0540.No superseded survey control is available for this station.
 HD0540
 HD0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB864657(NAD 83)
 HD0540_MARKER: DD = SURVEY DISK
 HD0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0540_STAMPING: 1238 CWA 1934
 HD0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0540+STABILITY: SURFACE MOTION
 HD0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0540+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 HD0540
 HD0540  HISTORY     - Date     Condition        Report By
 HD0540  HISTORY     - 1934     MONUMENTED       MOGS
 HD0540  HISTORY     - 1938     GOOD             NGS
 HD0540  HISTORY     - 20060725 GOOD             MODNR
 HD0540
 HD0540                          STATION DESCRIPTION
 HD0540
 HD0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0540'3.7 MI W FROM BUFFALO.
 HD0540'3.7 MILES WEST ALONG STATE HIGHWAY 64 FROM THE COUNTY COURTHOUSE
 HD0540'AT BUFFALO, DALLAS COUNTY, AT THE JUNCTION OF A ROAD LEADING
 HD0540'SOUTH, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 HD0540'EAST OF THE CENTERLINE OF THE ROAD, 12 FEET SOUTHWEST OF A
 HD0540'POWERLINE POLE, 2 FEET EAST AND 12 FEET SOUTH OF A FENCE CORNER,
 HD0540'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD
 HD0540'DISK, STAMPED 1238 CWA 1934 AND SET IN THE TOP OF A CONCRETE
 HD0540'POST.
 HD0540
 HD0540                          STATION RECOVERY (2006)
 HD0540
 HD0540'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HD0540'THE AUTONOMOUS HAD HELD POSITIONS IS LAT  37 38 19.5 LONG  93 09 15.6.
 HD0540' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0526 ***********************************************************************
 HC0526  DESIGNATION -  1238.3
 HC0526  PID         -  HC0526
 HC0526  STATE/COUNTY-  MO/REYNOLDS
 HC0526  USGS QUAD   -  CORRIDON (1985)
 HC0526
 HC0526                         *CURRENT SURVEY CONTROL
 HC0526  ___________________________________________________________________
 HC0526* NAD 83(1986)-  37 23 34.     (N)    091 04 27.     (W)     SCALED    
 HC0526* NAVD 88     -       377.429  (meters)    1238.28   (feet)  POSTED    
 HC0526  ___________________________________________________________________
 HC0526  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HC0526  DYNAMIC HT  -         377.120 (meters)    1237.27  (feet)  COMP
 HC0526  MODELED GRAV-     979,814.4   (mgal)                       NAVD 88
 HC0526
 HC0526  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0526
 HC0526.The horizontal coordinates were scaled from a topographic map and have
 HC0526.an estimated accuracy of +/- 6 seconds.
 HC0526
 HC0526.The orthometric height was determined by differential leveling
 HC0526.and adjusted by the National Geodetic Survey in 1992..
 HC0526.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0526.rate of 0.0 thru 1.0 mm/km.
 HC0526
 HC0526.The geoid height was determined by GEOID03.
 HC0526
 HC0526.The dynamic height is computed by dividing the NAVD 88
 HC0526.geopotential number by the normal gravity value computed on the
 HC0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0526.degrees latitude (g = 980.6199 gals.).
 HC0526
 HC0526.The modeled gravity was interpolated from observed gravity values.
 HC0526
 HC0526;                    North         East    Units  Estimated Accuracy
 HC0526;SPC MO E     -   173,200.      199,160.      MT  (+/- 180 meters Scaled)
 HC0526
 HC0526                          SUPERSEDED SURVEY CONTROL
 HC0526
 HC0526  NGVD 29 (??/??/92)  377.391  (m)         1238.16   (f) ADJ UNCH    2 0
 HC0526
 HC0526.Superseded values are not recommended for survey control.
 HC0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0526.See file dsdata.txt to determine how the superseded data were derived.
 HC0526
 HC0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB704401(NAD 83)
 HC0526_MARKER: N = NAIL
 HC0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0526_SP_SET: OAK STUMP
 HC0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0526
 HC0526  HISTORY     - Date     Condition        Report By
 HC0526  HISTORY     - UNK      MONUMENTED       USGS
 HC0526  HISTORY     - 1935     GOOD             NGS
 HC0526
 HC0526                          STATION DESCRIPTION
 HC0526
 HC0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0526'0.6 MI SE FROM REYNOLDS.
 HC0526'0.6 MILE SOUTHEAST ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0526'STATION AT REYNOLDS, REYNOLDS COUNTY, 100 YARDS NORTH OF DISTRICT
 HC0526'29 SCHOOL, 40 FEET WEST OF THE CENTERLINE OF THE TRACK, 6 FEET
 HC0526'EAST OF THE CENTERLINE OF A ROAD, AN AT THE EAST SIDE OF THE BASE
 HC0526'OF AN OAK STUMP.  A COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0472 ***********************************************************************
 HD0472  DESIGNATION -  1238.8
 HD0472  PID         -  HD0472
 HD0472  STATE/COUNTY-  MO/LACLEDE
 HD0472  USGS QUAD   -  LEBANON (1978)
 HD0472
 HD0472                         *CURRENT SURVEY CONTROL
 HD0472  ___________________________________________________________________
 HD0472* NAD 83(1986)-  37 40 02.     (N)    092 40 49.     (W)     SCALED    
 HD0472* NAVD 88     -       377.43   (+/-2cm)    1238.3    (feet)  VERTCON   
 HD0472  ___________________________________________________________________
 HD0472  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 HD0472
 HD0472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HD0472
 HD0472.The horizontal coordinates were scaled from a topographic map and have
 HD0472.an estimated accuracy of +/- 6 seconds.
 HD0472
 HD0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD0472.The vertical order pertains to the NGVD 29 superseded value.
 HD0472
 HD0472.The geoid height was determined by GEOID03.
 HD0472
 HD0472;                    North         East    Units  Estimated Accuracy
 HD0472;SPC MO C     -   203,510.      484,100.      MT  (+/- 180 meters Scaled)
 HD0472
 HD0472                          SUPERSEDED SURVEY CONTROL
 HD0472
 HD0472  NGVD 29 (??/??/92)  377.314  (m)         1237.90   (f) ADJ UNCH    2 0
 HD0472
 HD0472.Superseded values are not recommended for survey control.
 HD0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0472.See file dsdata.txt to determine how the superseded data were derived.
 HD0472
 HD0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB281689(NAD 83)
 HD0472_MARKER: Q = CHISELED SQUARE
 HD0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0472_SP_SET: CULVERT
 HD0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0472
 HD0472  HISTORY     - Date     Condition        Report By
 HD0472  HISTORY     - UNK      MONUMENTED       USGS
 HD0472  HISTORY     - 1934     GOOD             NGS
 HD0472
 HD0472                          STATION DESCRIPTION
 HD0472
 HD0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0472'1.3 MI W FROM LEBANON.
 HD0472'1.3 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0472'THE STATION AT LEBANON, AT A CONCRETE CULVERT, AND ON THE SOUTH
 HD0472'END OF THE WEST HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0081 ***********************************************************************
 JD0081  DESIGNATION -  124 BOLT
 JD0081  PID         -  JD0081
 JD0081  STATE/COUNTY-  MO/MONITEAU
 JD0081  USGS QUAD   -  JAMESTOWN (1969)
 JD0081
 JD0081                         *CURRENT SURVEY CONTROL
 JD0081  ___________________________________________________________________
 JD0081* NAD 83(1986)-  38 46 32.     (N)    092 24 37.     (W)     SCALED    
 JD0081* NAVD 88     -       177.088  (meters)     581.00   (feet)  ADJUSTED  
 JD0081  ___________________________________________________________________
 JD0081  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0081  DYNAMIC HT  -         176.970 (meters)     580.61  (feet)  COMP
 JD0081  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 JD0081
 JD0081  VERT ORDER  -  FIRST     CLASS II
 JD0081
 JD0081.The horizontal coordinates were scaled from a topographic map and have
 JD0081.an estimated accuracy of +/- 6 seconds.
 JD0081
 JD0081.The orthometric height was determined by differential leveling
 JD0081.and adjusted by the National Geodetic Survey in June 1991..
 JD0081
 JD0081.The geoid height was determined by GEOID03.
 JD0081
 JD0081.The dynamic height is computed by dividing the NAVD 88
 JD0081.geopotential number by the normal gravity value computed on the
 JD0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0081.degrees latitude (g = 980.6199 gals.).
 JD0081
 JD0081.The modeled gravity was interpolated from observed gravity values.
 JD0081
 JD0081;                    North         East    Units  Estimated Accuracy
 JD0081;SPC MO C     -   326,520.      507,800.      MT  (+/- 180 meters Scaled)
 JD0081
 JD0081                          SUPERSEDED SURVEY CONTROL
 JD0081
 JD0081  NGVD 29 (??/??/92)  176.988  (m)          580.67   (f) ADJ UNCH    1 2
 JD0081
 JD0081.Superseded values are not recommended for survey control.
 JD0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0081.See file dsdata.txt to determine how the superseded data were derived.
 JD0081
 JD0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC512920(NAD 83)
 JD0081_MARKER: B = BOLT
 JD0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0081_SP_SET: STONE
 JD0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0081+STABILITY: SURFACE MOTION
 JD0081
 JD0081  HISTORY     - Date     Condition        Report By
 JD0081  HISTORY     - UNK      MONUMENTED       MORC
 JD0081  HISTORY     - 1948     GOOD             NGS
 JD0081  HISTORY     - 1968     MARK NOT FOUND   MRC
 JD0081  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0081
 JD0081                          STATION DESCRIPTION
 JD0081
 JD0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0081'1.8 MI N FROM SANDY HOOK.
 JD0081'1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0081'STATION AT SANDY HOOK, ABOUT 200 YARDS NORTH OF A CONCRETE AND
 JD0081'STEEL GIRDER BRIDGE DATED 1933, ABOUT 200.0 FEET NORTHEAST OF
 JD0081'A PRIVATE ROAD CROSSING JUST NORTH OF POLE NO. 145-20, ABOUT
 JD0081'150.0 FEET WEST OF SIGNAL TOWERS NO. 145.7 AND 145.6, ON THE
 JD0081'SOUTH EDGE OF A FIELD ROAD ALONG THE NORTH EDGE OF A CULTIVATED
 JD0081'FIELD.  THE TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES
 JD0081'SQUARE AND SET 3.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 JD0081'THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 JD0081
 JD0081                          STATION RECOVERY (1968)
 JD0081
 JD0081'RECOVERY NOTE BY MISSISSIPPI RIVER COMMISSION 1968
 JD0081'MARK NOT FOUND.
 JD0081
 JD0081                          STATION RECOVERY (1986)
 JD0081
 JD0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0080 ***********************************************************************
 JD0080  DESIGNATION -  124 CAP
 JD0080  PID         -  JD0080
 JD0080  STATE/COUNTY-  MO/MONITEAU
 JD0080  USGS QUAD   -  JAMESTOWN (1969)
 JD0080
 JD0080                         *CURRENT SURVEY CONTROL
 JD0080  ___________________________________________________________________
 JD0080* NAD 83(1986)-  38 46 32.     (N)    092 24 37.     (W)     SCALED    
 JD0080* NAVD 88     -       178.302  (meters)     584.98   (feet)  ADJUSTED  
 JD0080  ___________________________________________________________________
 JD0080  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0080  DYNAMIC HT  -         178.184 (meters)     584.59  (feet)  COMP
 JD0080  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 JD0080
 JD0080  VERT ORDER  -  FIRST     CLASS II
 JD0080
 JD0080.The horizontal coordinates were scaled from a topographic map and have
 JD0080.an estimated accuracy of +/- 6 seconds.
 JD0080
 JD0080.The orthometric height was determined by differential leveling
 JD0080.and adjusted by the National Geodetic Survey in June 1991..
 JD0080
 JD0080.The geoid height was determined by GEOID03.
 JD0080
 JD0080.The dynamic height is computed by dividing the NAVD 88
 JD0080.geopotential number by the normal gravity value computed on the
 JD0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0080.degrees latitude (g = 980.6199 gals.).
 JD0080
 JD0080.The modeled gravity was interpolated from observed gravity values.
 JD0080
 JD0080;                    North         East    Units  Estimated Accuracy
 JD0080;SPC MO C     -   326,520.      507,800.      MT  (+/- 180 meters Scaled)
 JD0080
 JD0080                          SUPERSEDED SURVEY CONTROL
 JD0080
 JD0080  NGVD 29 (??/??/92)  178.256  (m)          584.83   (f) ADJ UNCH    1 2
 JD0080
 JD0080.Superseded values are not recommended for survey control.
 JD0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0080.See file dsdata.txt to determine how the superseded data were derived.
 JD0080
 JD0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC512920(NAD 83)
 JD0080_MARKER: P = PIPE CAP
 JD0080_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0080_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0080
 JD0080  HISTORY     - Date     Condition        Report By
 JD0080  HISTORY     - UNK      MONUMENTED       MORC
 JD0080  HISTORY     - 1948     GOOD             NGS
 JD0080  HISTORY     - 1968     MARK NOT FOUND   MRC
 JD0080  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0080
 JD0080                          STATION DESCRIPTION
 JD0080
 JD0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0080'1.8 MI N FROM SANDY HOOK.
 JD0080'1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0080'STATION AT SANDY HOOK, ABOUT 200 YARDS NORTH OF A CONCRETE AND
 JD0080'STEEL GIRDER BRIDGE DATED 1933, ABOUT 200.0 FEET NORTHWEST OF
 JD0080'A PRIVATE ROAD CROSSING JUST NORTH OF POLE NO. 145-20, ABOUT
 JD0080'150.0 FEET WEST OF SIGNAL TOWERS NO. 145.7 AND 145.6, ON THE
 JD0080'SOUTH EDGE OF A FIELD ROAD ALONG THE NORTH EDGE OF A CULTIVATED
 JD0080'FIELD.  THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP SET ON
 JD0080'THE TOP OF A 4-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE
 JD0080'GROUND.
 JD0080
 JD0080                          STATION RECOVERY (1968)
 JD0080
 JD0080'RECOVERY NOTE BY MISSISSIPPI RIVER COMMISSION 1968
 JD0080'MARK NOT FOUND.
 JD0080
 JD0080                          STATION RECOVERY (1986)
 JD0080
 JD0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0426 ***********************************************************************
 HD0426  DESIGNATION -  1240
 HD0426  PID         -  HD0426
 HD0426  STATE/COUNTY-  MO/DALLAS
 HD0426  USGS QUAD   -  LONG LANE (1982)
 HD0426
 HD0426                         *CURRENT SURVEY CONTROL
 HD0426  ___________________________________________________________________
 HD0426* NAD 83(1986)-  37 36 53.     (N)    092 57 32.     (W)     SCALED    
 HD0426* NAVD 88     -       373.855  (meters)    1226.56   (feet)  ADJUSTED  
 HD0426  ___________________________________________________________________
 HD0426  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HD0426  DYNAMIC HT  -         373.569 (meters)    1225.62  (feet)  COMP
 HD0426  MODELED GRAV-     979,853.5   (mgal)                       NAVD 88
 HD0426
 HD0426  VERT ORDER  -  SECOND    CLASS 0
 HD0426
 HD0426.The horizontal coordinates were scaled from a topographic map and have
 HD0426.an estimated accuracy of +/- 6 seconds.
 HD0426
 HD0426.The orthometric height was determined by differential leveling
 HD0426.and adjusted by the National Geodetic Survey in June 1991..
 HD0426
 HD0426.The geoid height was determined by GEOID03.
 HD0426
 HD0426.The dynamic height is computed by dividing the NAVD 88
 HD0426.geopotential number by the normal gravity value computed on the
 HD0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0426.degrees latitude (g = 980.6199 gals.).
 HD0426
 HD0426.The modeled gravity was interpolated from observed gravity values.
 HD0426
 HD0426;                    North         East    Units  Estimated Accuracy
 HD0426;SPC MO C     -   197,770.      459,490.      MT  (+/- 180 meters Scaled)
 HD0426
 HD0426                          SUPERSEDED SURVEY CONTROL
 HD0426
 HD0426  NGVD 29 (??/??/92)  373.744  (m)         1226.19   (f) ADJ UNCH    2 0
 HD0426
 HD0426.Superseded values are not recommended for survey control.
 HD0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0426.See file dsdata.txt to determine how the superseded data were derived.
 HD0426
 HD0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB036630(NAD 83)
 HD0426_MARKER: DD = SURVEY DISK
 HD0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0426_STAMPING: 1240 CWA 1934
 HD0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0426+STABILITY: SURFACE MOTION
 HD0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0426+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 HD0426
 HD0426  HISTORY     - Date     Condition        Report By
 HD0426  HISTORY     - 1934     MONUMENTED       MOGS
 HD0426  HISTORY     - 1935     GOOD             NGS
 HD0426  HISTORY     - 20060726 GOOD             MODNR
 HD0426
 HD0426                          STATION DESCRIPTION
 HD0426
 HD0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0426'3 MI W FROM LONG LANE.
 HD0426'3.0 MILES WEST ALONG COUNTY ROAD A FROM THE BANK BUILDING AT
 HD0426'LONG LANE, 400 FEET SOUTHEAST OF A SMALL STORE AND SERVICE
 HD0426'STATION, 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 9
 HD0426'FEET SOUTHEAST OF A FENCE CORNER.  A STATE SURVEY STANDARD
 HD0426'DISK, STAMPED 1240 CWA 1934 AND SET IN THE TOP OF A CONCRETE
 HD0426'POST.
 HD0426
 HD0426                          STATION RECOVERY (2006)
 HD0426
 HD0426'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HD0426'THE VERTICAL MARK IS ABOUT ONE INCH BELOW THE GROUND SURFACE. THE
 HD0426'AUTONOMOUS HAD HELD POSITIONS IS LAT  37 36 53.2 LONG  92 57 31.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0318 ***********************************************************************
 HD0318  DESIGNATION -  1240.9
 HD0318  PID         -  HD0318
 HD0318  STATE/COUNTY-  MO/WRIGHT
 HD0318  USGS QUAD   -  HARTVILLE (1956)
 HD0318
 HD0318                         *CURRENT SURVEY CONTROL
 HD0318  ___________________________________________________________________
 HD0318* NAD 83(1986)-  37 15 33.     (N)    092 30 46.     (W)     SCALED    
 HD0318* NAVD 88     -       378.395  (meters)    1241.45   (feet)  ADJUSTED  
 HD0318  ___________________________________________________________________
 HD0318  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HD0318  DYNAMIC HT  -         378.096 (meters)    1240.47  (feet)  COMP
 HD0318  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 HD0318
 HD0318  VERT ORDER  -  SECOND    CLASS 0
 HD0318
 HD0318.The horizontal coordinates were scaled from a topographic map and have
 HD0318.an estimated accuracy of +/- 6 seconds.
 HD0318
 HD0318.The orthometric height was determined by differential leveling
 HD0318.and adjusted by the National Geodetic Survey in June 1991..
 HD0318
 HD0318.The geoid height was determined by GEOID03.
 HD0318
 HD0318.The dynamic height is computed by dividing the NAVD 88
 HD0318.geopotential number by the normal gravity value computed on the
 HD0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0318.degrees latitude (g = 980.6199 gals.).
 HD0318
 HD0318.The modeled gravity was interpolated from observed gravity values.
 HD0318
 HD0318;                    North         East    Units  Estimated Accuracy
 HD0318;SPC MO C     -   158,210.      498,870.      MT  (+/- 180 meters Scaled)
 HD0318
 HD0318                          SUPERSEDED SURVEY CONTROL
 HD0318
 HD0318  NGVD 29 (??/??/92)  378.264  (m)         1241.02   (f) ADJ UNCH    2 0
 HD0318
 HD0318.Superseded values are not recommended for survey control.
 HD0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0318.See file dsdata.txt to determine how the superseded data were derived.
 HD0318
 HD0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB432237(NAD 83)
 HD0318_MARKER: Q = CHISELED SQUARE
 HD0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0318_SP_SET: CULVERT
 HD0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0318
 HD0318  HISTORY     - Date     Condition        Report By
 HD0318  HISTORY     - UNK      MONUMENTED       USGS
 HD0318  HISTORY     - 1934     GOOD             NGS
 HD0318  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0318  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0318  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0318
 HD0318                          STATION DESCRIPTION
 HD0318
 HD0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0318'0.7 MI N FROM HARTVILLE.
 HD0318'0.7 MILE NORTH ALONG STATE HIGHWAY 5 FROM HARTVILLE, WRIGHT
 HD0318'COUNTY, 20 FEET SOUTHEAST OF THE JUNCTION OF THE ROAD LEADING
 HD0318'NORTHEAST TO MANES, AT A CULVERT, AND ON THE TOP OF THE EAST
 HD0318'CONCRETE HEADWALL.  A CHISELED SQUARE.
 HD0318
 HD0318                          STATION RECOVERY (1977)
 HD0318
 HD0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0318'MARK NOT FOUND.
 HD0318
 HD0318                          STATION RECOVERY (1977)
 HD0318
 HD0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0318'MARK NOT FOUND.
 HD0318
 HD0318                          STATION RECOVERY (1988)
 HD0318
 HD0318'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0429 ***********************************************************************
 HD0429  DESIGNATION -  1241
 HD0429  PID         -  HD0429
 HD0429  STATE/COUNTY-  MO/DALLAS
 HD0429  USGS QUAD   -  LONG LANE (1982)
 HD0429
 HD0429                         *CURRENT SURVEY CONTROL
 HD0429  ___________________________________________________________________
 HD0429* NAD 83(1986)-  37 36 42.     (N)    092 54 36.     (W)     SCALED    
 HD0429* NAVD 88     -       347.472  (meters)    1140.00   (feet)  ADJUSTED  
 HD0429  ___________________________________________________________________
 HD0429  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 HD0429  DYNAMIC HT  -         347.205 (meters)    1139.12  (feet)  COMP
 HD0429  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 HD0429
 HD0429  VERT ORDER  -  SECOND    CLASS 0
 HD0429
 HD0429.The horizontal coordinates were scaled from a topographic map and have
 HD0429.an estimated accuracy of +/- 6 seconds.
 HD0429
 HD0429.The orthometric height was determined by differential leveling
 HD0429.and adjusted by the National Geodetic Survey in June 1991..
 HD0429
 HD0429.The geoid height was determined by GEOID03.
 HD0429
 HD0429.The dynamic height is computed by dividing the NAVD 88
 HD0429.geopotential number by the normal gravity value computed on the
 HD0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0429.degrees latitude (g = 980.6199 gals.).
 HD0429
 HD0429.The modeled gravity was interpolated from observed gravity values.
 HD0429
 HD0429;                    North         East    Units  Estimated Accuracy
 HD0429;SPC MO C     -   197,410.      463,800.      MT  (+/- 180 meters Scaled)
 HD0429
 HD0429                          SUPERSEDED SURVEY CONTROL
 HD0429
 HD0429  NGVD 29 (??/??/92)  347.362  (m)         1139.64   (f) ADJ UNCH    2 0
 HD0429
 HD0429.Superseded values are not recommended for survey control.
 HD0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0429.See file dsdata.txt to determine how the superseded data were derived.
 HD0429
 HD0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB079627(NAD 83)
 HD0429_MARKER: DD = SURVEY DISK
 HD0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0429_STAMPING: 1241 CWA 1934
 HD0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0429+STABILITY: SURFACE MOTION
 HD0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0429+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 HD0429
 HD0429  HISTORY     - Date     Condition        Report By
 HD0429  HISTORY     - 1934     MONUMENTED       MOGS
 HD0429  HISTORY     - 1935     GOOD             NGS
 HD0429  HISTORY     - 20060726 GOOD             MODNR
 HD0429
 HD0429                          STATION DESCRIPTION
 HD0429
 HD0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0429'AT LONG LANE.
 HD0429'AT LONG LANE, ON COUNTY ROAD A, 7 FEET EAST AND 70 FEET NORTH
 HD0429'OF THE NORTHEAST CORNER OF THE BANK BUILDING, AT A STREET
 HD0429'INTERSECTION, 65 FEET WEST OF THE CENTERLINE OF THE STREET, AND
 HD0429'30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY
 HD0429'STANDARD DISK, STAMPED 1241 CWA 1934 AND SET IN THE TOP OF A
 HD0429'CONCRETE POST.
 HD0429
 HD0429                          STATION RECOVERY (2006)
 HD0429
 HD0429'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HD0429'A METAL WITNESS POST AND SIGN IS ABOUT SIX INCHES NORTHEAST OF THE
 HD0429'MARK. THE VERTICAL MARK IS ABOUT THREE INCHES BELOW THE GROUND
 HD0429'SURFACE. THE AUTONOMOUS HAD HELD POSITIONS IS LAT  37 36 42.1 LONG  92
 HD0429'54 34.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0021 ***********************************************************************
 HD0021  DESIGNATION -  1245.1
 HD0021  PID         -  HD0021
 HD0021  STATE/COUNTY-  MO/TEXAS
 HD0021  USGS QUAD   -  ROBY (1982)
 HD0021
 HD0021                         *CURRENT SURVEY CONTROL
 HD0021  ___________________________________________________________________
 HD0021* NAD 83(1986)-  37 30 54.     (N)    092 14 29.     (W)     SCALED    
 HD0021* NAVD 88     -       379.763  (meters)    1245.94   (feet)  ADJUSTED  
 HD0021  ___________________________________________________________________
 HD0021  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 HD0021  DYNAMIC HT  -         379.461 (meters)    1244.95  (feet)  COMP
 HD0021  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 HD0021
 HD0021  VERT ORDER  -  SECOND    CLASS 0
 HD0021
 HD0021.The horizontal coordinates were scaled from a topographic map and have
 HD0021.an estimated accuracy of +/- 6 seconds.
 HD0021
 HD0021.The orthometric height was determined by differential leveling
 HD0021.and adjusted by the National Geodetic Survey in June 1991..
 HD0021
 HD0021.The geoid height was determined by GEOID03.
 HD0021
 HD0021.The dynamic height is computed by dividing the NAVD 88
 HD0021.geopotential number by the normal gravity value computed on the
 HD0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0021.degrees latitude (g = 980.6199 gals.).
 HD0021
 HD0021.The modeled gravity was interpolated from observed gravity values.
 HD0021
 HD0021;                    North         East    Units  Estimated Accuracy
 HD0021;SPC MO C     -   186,640.      522,860.      MT  (+/- 180 meters Scaled)
 HD0021
 HD0021                          SUPERSEDED SURVEY CONTROL
 HD0021
 HD0021  NGVD 29 (??/??/92)  379.650  (m)         1245.57   (f) ADJ UNCH    2 0
 HD0021
 HD0021.Superseded values are not recommended for survey control.
 HD0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0021.See file dsdata.txt to determine how the superseded data were derived.
 HD0021
 HD0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB670522(NAD 83)
 HD0021_MARKER: N = NAIL
 HD0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0021_SP_SET: OAK TREE ROOT
 HD0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0021
 HD0021  HISTORY     - Date     Condition        Report By
 HD0021  HISTORY     - UNK      MONUMENTED       USGS
 HD0021  HISTORY     - 1935     GOOD             NGS
 HD0021
 HD0021                          STATION DESCRIPTION
 HD0021
 HD0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0021'1.6 MI NW FROM PLATO.
 HD0021'1.6 MILES NORTHWEST ALONG OLD COUNTY ROAD D FROM PLATO, TEXAS
 HD0021'COUNTY, NEAR THE CENTER OF THE NORTH HALF OF SECTION 3, T 32 N,
 HD0021'R 12 W, 40 FEET SOUTH OF THE J.H. WILLIAMS MAILBOX IN 1935, 20
 HD0021'FEET NORTHEAST OF THE ROAD, AT A RAIL FENCE, AND IN THE SOUTHEAST
 HD0021'ROOT OF A 15-INCH BLACK OAK TREE.  A U.S. GEOLOGICAL SURVEY
 HD0021'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0079 ***********************************************************************
 JD0079  DESIGNATION -  125
 JD0079  PID         -  JD0079
 JD0079  STATE/COUNTY-  MO/MONITEAU
 JD0079  USGS QUAD   -  JAMESTOWN (1969)
 JD0079
 JD0079                         *CURRENT SURVEY CONTROL
 JD0079  ___________________________________________________________________
 JD0079* NAD 83(1986)-  38 46 32.     (N)    092 24 38.     (W)     SCALED    
 JD0079* NAVD 88     -       175.290  (meters)     575.10   (feet)  ADJUSTED  
 JD0079  ___________________________________________________________________
 JD0079  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0079  DYNAMIC HT  -         175.173 (meters)     574.71  (feet)  COMP
 JD0079  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 JD0079
 JD0079  VERT ORDER  -  FIRST     CLASS II
 JD0079
 JD0079.The horizontal coordinates were scaled from a topographic map and have
 JD0079.an estimated accuracy of +/- 6 seconds.
 JD0079
 JD0079.The orthometric height was determined by differential leveling
 JD0079.and adjusted by the National Geodetic Survey in June 1991..
 JD0079
 JD0079.The geoid height was determined by GEOID03.
 JD0079
 JD0079.The dynamic height is computed by dividing the NAVD 88
 JD0079.geopotential number by the normal gravity value computed on the
 JD0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0079.degrees latitude (g = 980.6199 gals.).
 JD0079
 JD0079.The modeled gravity was interpolated from observed gravity values.
 JD0079
 JD0079;                    North         East    Units  Estimated Accuracy
 JD0079;SPC MO C     -   326,520.      507,770.      MT  (+/- 180 meters Scaled)
 JD0079
 JD0079                          SUPERSEDED SURVEY CONTROL
 JD0079
 JD0079  NGVD 29 (??/??/92)  175.24   (m)          574.9    (f) COMPUTED    1 2
 JD0079
 JD0079.Superseded values are not recommended for survey control.
 JD0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0079.See file dsdata.txt to determine how the superseded data were derived.
 JD0079
 JD0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC512920(NAD 83)
 JD0079_MARKER: B = BOLT
 JD0079_SETTING: 66 = SET IN ROCK OUTCROP
 JD0079_SP_SET: ROCK LEDGE
 JD0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0079+STABILITY: POSITION/ELEVATION WELL
 JD0079
 JD0079  HISTORY     - Date     Condition        Report By
 JD0079  HISTORY     - UNK      MONUMENTED       MORC
 JD0079  HISTORY     - 1948     GOOD             NGS
 JD0079  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0079
 JD0079                          STATION DESCRIPTION
 JD0079
 JD0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0079'1.8 MI N FROM SANDY HOOK.
 JD0079'1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0079'STATION AT SANDY HOOK, 10 RAILS NORTH OF A PRIVATE ROAD CROSSING
 JD0079'JUST NORTH OF POLE NO. 145-20, 76.8 FEET NORTH OF THE NORTH
 JD0079'FACE OF THE CONCRETE BASE OF SIGNAL TOWER NO. 145.6, 15.3 FEET
 JD0079'WEST OF THE WEST RAIL OF THE TRACK, ABOUT 5.0 FEET ABOVE TRACK
 JD0079'LEVEL.  IN THE EAST FACE OF A PROJECTING ROCK LEDGE.  A COPPER
 JD0079'BOLT LEADED HORIZONTALLY IN THE LEDGE AND SURROUNDED BY THE
 JD0079'LETTERS U.S. ABOVE THE BOLT AND P.B.M. BELOW IT.  NOTE-- THE
 JD0079'BOLT LOOKS AS IF IT HAD BEEN BEAT ON WITH SOME SHARP INSTRUMENT
 JD0079'AND THE END WAS SOMEWHAT BATTERED.  TAPE WAS HELD ON THE
 JD0079'HORIZONTAL GROOVE ON THE END OF THE BOLT.
 JD0079
 JD0079                          STATION RECOVERY (1986)
 JD0079
 JD0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0469 ***********************************************************************
 HD0469  DESIGNATION -  1255.8
 HD0469  PID         -  HD0469
 HD0469  STATE/COUNTY-  MO/LACLEDE
 HD0469  USGS QUAD   -  LEBANON (1978)
 HD0469
 HD0469                         *CURRENT SURVEY CONTROL
 HD0469  ___________________________________________________________________
 HD0469* NAD 83(1986)-  37 38 31.     (N)    092 42 11.     (W)     SCALED    
 HD0469* NAVD 88     -       382.59   (+/-2cm)    1255.2    (feet)  VERTCON   
 HD0469  ___________________________________________________________________
 HD0469  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 HD0469
 HD0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HD0469
 HD0469.The horizontal coordinates were scaled from a topographic map and have
 HD0469.an estimated accuracy of +/- 6 seconds.
 HD0469
 HD0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD0469.The vertical order pertains to the NGVD 29 superseded value.
 HD0469
 HD0469.The geoid height was determined by GEOID03.
 HD0469
 HD0469;                    North         East    Units  Estimated Accuracy
 HD0469;SPC MO C     -   200,710.      482,080.      MT  (+/- 180 meters Scaled)
 HD0469
 HD0469                          SUPERSEDED SURVEY CONTROL
 HD0469
 HD0469  NGVD 29 (??/??/92)  382.478  (m)         1254.85   (f) ADJ UNCH    2 0
 HD0469
 HD0469.Superseded values are not recommended for survey control.
 HD0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0469.See file dsdata.txt to determine how the superseded data were derived.
 HD0469
 HD0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB261661(NAD 83)
 HD0469_MARKER: Q = CHISELED SQUARE
 HD0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0469_SP_SET: CULVERT
 HD0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0469
 HD0469  HISTORY     - Date     Condition        Report By
 HD0469  HISTORY     - UNK      MONUMENTED       USGS
 HD0469  HISTORY     - 1934     GOOD             NGS
 HD0469
 HD0469                          STATION DESCRIPTION
 HD0469
 HD0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0469'2.1 MI NE FROM BRUSH CREEK.
 HD0469'2.1 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0469'FROM THE STATION AT BRUSH CREEK, AT POLE 185/7, ON THE TOP OF
 HD0469'THE EAST END OF A CONCRETE CULVERT, AND 10 FEET SOUTH OF THE
 HD0469'TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0468 ***********************************************************************
 HD0468  DESIGNATION -  1256.4
 HD0468  PID         -  HD0468
 HD0468  STATE/COUNTY-  MO/LACLEDE
 HD0468  USGS QUAD   -  LEBANON (1978)
 HD0468
 HD0468                         *CURRENT SURVEY CONTROL
 HD0468  ___________________________________________________________________
 HD0468* NAD 83(1986)-  37 38 31.     (N)    092 42 11.     (W)     SCALED    
 HD0468* NAVD 88     -       382.790  (meters)    1255.87   (feet)  ADJUSTED  
 HD0468  ___________________________________________________________________
 HD0468  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 HD0468  DYNAMIC HT  -         382.494 (meters)    1254.90  (feet)  COMP
 HD0468  MODELED GRAV-     979,845.4   (mgal)                       NAVD 88
 HD0468
 HD0468  VERT ORDER  -  SECOND    CLASS 0
 HD0468
 HD0468.The horizontal coordinates were scaled from a topographic map and have
 HD0468.an estimated accuracy of +/- 6 seconds.
 HD0468
 HD0468.The orthometric height was determined by differential leveling
 HD0468.and adjusted by the National Geodetic Survey in June 1991..
 HD0468
 HD0468.The geoid height was determined by GEOID03.
 HD0468
 HD0468.The dynamic height is computed by dividing the NAVD 88
 HD0468.geopotential number by the normal gravity value computed on the
 HD0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0468.degrees latitude (g = 980.6199 gals.).
 HD0468
 HD0468.The modeled gravity was interpolated from observed gravity values.
 HD0468
 HD0468;                    North         East    Units  Estimated Accuracy
 HD0468;SPC MO C     -   200,710.      482,080.      MT  (+/- 180 meters Scaled)
 HD0468
 HD0468                          SUPERSEDED SURVEY CONTROL
 HD0468
 HD0468  NGVD 29 (??/??/92)  382.676  (m)         1255.50   (f) ADJ UNCH    2 0
 HD0468
 HD0468.Superseded values are not recommended for survey control.
 HD0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0468.See file dsdata.txt to determine how the superseded data were derived.
 HD0468
 HD0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB261661(NAD 83)
 HD0468_MARKER: S = SPIKE
 HD0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0468_SP_SET: POLE
 HD0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0468
 HD0468  HISTORY     - Date     Condition        Report By
 HD0468  HISTORY     - UNK      MONUMENTED       USGS
 HD0468  HISTORY     - 1934     GOOD             NGS
 HD0468
 HD0468                          STATION DESCRIPTION
 HD0468
 HD0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0468'2.1 MI NE FROM BRUSH CREEK.
 HD0468'2.1 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0468'FROM THE STATION AT BRUSH CREEK, AND IN POLE 185/10.  A RAILROAD
 HD0468'SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0432 ***********************************************************************
 HD0432  DESIGNATION -  1257.5
 HD0432  PID         -  HD0432
 HD0432  STATE/COUNTY-  MO/LACLEDE
 HD0432  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0432
 HD0432                         *CURRENT SURVEY CONTROL
 HD0432  ___________________________________________________________________
 HD0432* NAD 83(1986)-  37 36 50.     (N)    092 50 59.     (W)     SCALED    
 HD0432* NAVD 88     -       383.125  (meters)    1256.97   (feet)  ADJUSTED  
 HD0432  ___________________________________________________________________
 HD0432  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HD0432  DYNAMIC HT  -         382.832 (meters)    1256.01  (feet)  COMP
 HD0432  MODELED GRAV-     979,851.5   (mgal)                       NAVD 88
 HD0432
 HD0432  VERT ORDER  -  SECOND    CLASS 0
 HD0432
 HD0432.The horizontal coordinates were scaled from a topographic map and have
 HD0432.an estimated accuracy of +/- 6 seconds.
 HD0432
 HD0432.The orthometric height was determined by differential leveling
 HD0432.and adjusted by the National Geodetic Survey in June 1991..
 HD0432
 HD0432.The geoid height was determined by GEOID03.
 HD0432
 HD0432.The dynamic height is computed by dividing the NAVD 88
 HD0432.geopotential number by the normal gravity value computed on the
 HD0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0432.degrees latitude (g = 980.6199 gals.).
 HD0432
 HD0432.The modeled gravity was interpolated from observed gravity values.
 HD0432
 HD0432;                    North         East    Units  Estimated Accuracy
 HD0432;SPC MO C     -   197,640.      469,130.      MT  (+/- 180 meters Scaled)
 HD0432
 HD0432                          SUPERSEDED SURVEY CONTROL
 HD0432
 HD0432  NGVD 29 (??/??/92)  383.016  (m)         1256.61   (f) ADJ UNCH    2 0
 HD0432
 HD0432.Superseded values are not recommended for survey control.
 HD0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0432.See file dsdata.txt to determine how the superseded data were derived.
 HD0432
 HD0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB132629(NAD 83)
 HD0432_MARKER: N = NAIL
 HD0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0432_SP_SET: OAK TREE ROOT
 HD0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0432
 HD0432  HISTORY     - Date     Condition        Report By
 HD0432  HISTORY     - UNK      MONUMENTED       USGS
 HD0432  HISTORY     - 1935     GOOD             NGS
 HD0432
 HD0432                          STATION DESCRIPTION
 HD0432
 HD0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0432'3.3 MI E FROM LONG LANE.
 HD0432'IN LACLEDE COUNTY, 3.3 MILES EAST ALONG COUNTY COUNTY ROAD A
 HD0432'FROM THE BANK BUILDING AT LONG LANE, DALLAS COUNTY, 0.2 MILE
 HD0432'EAST OF A SMALL SETTLEMENT, JUST EAST OF THE DALLAS-LACLEDE
 HD0432'COUNTY LINE, AT THE JUNCTION OF A T-ROAD LEADING SOUTH, 56 FEET
 HD0432'SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, 30 FEET EAST OF
 HD0432'THE CENTERLINE OF THE T-ROAD 15 FEET SOUTH AND 12 FEET EAST
 HD0432'OF A FENCE CORNER, AND IN THE NORTHWEST ROOT OF A 13-INCH OAK
 HD0432'TREE PAINTED 1257.5.  A UNITED STATE GEOLOGICAL SURVEY STANDARD
 HD0432'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0035 ***********************************************************************
 HD0035  DESIGNATION -  126 M
 HD0035  PID         -  HD0035
 HD0035  STATE/COUNTY-  MO/LACLEDE
 HD0035  USGS QUAD   -  RICHLAND (1976)
 HD0035
 HD0035                         *CURRENT SURVEY CONTROL
 HD0035  ___________________________________________________________________
 HD0035* NAD 83(1986)-  37 50 43.     (N)    092 26 05.     (W)     SCALED    
 HD0035* NAVD 88     -       335.560  (meters)    1100.92   (feet)  ADJUSTED  
 HD0035  ___________________________________________________________________
 HD0035  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HD0035  DYNAMIC HT  -         335.308 (meters)    1100.09  (feet)  COMP
 HD0035  MODELED GRAV-     979,869.5   (mgal)                       NAVD 88
 HD0035
 HD0035  VERT ORDER  -  SECOND    CLASS 0
 HD0035
 HD0035.The horizontal coordinates were scaled from a topographic map and have
 HD0035.an estimated accuracy of +/- 6 seconds.
 HD0035
 HD0035.The orthometric height was determined by differential leveling
 HD0035.and adjusted by the National Geodetic Survey in June 1991..
 HD0035
 HD0035.The geoid height was determined by GEOID03.
 HD0035
 HD0035.The dynamic height is computed by dividing the NAVD 88
 HD0035.geopotential number by the normal gravity value computed on the
 HD0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0035.degrees latitude (g = 980.6199 gals.).
 HD0035
 HD0035.The modeled gravity was interpolated from observed gravity values.
 HD0035
 HD0035;                    North         East    Units  Estimated Accuracy
 HD0035;SPC MO C     -   223,260.      505,750.      MT  (+/- 180 meters Scaled)
 HD0035
 HD0035                          SUPERSEDED SURVEY CONTROL
 HD0035
 HD0035  NGVD 29 (??/??/92)  335.452  (m)         1100.56   (f) ADJ UNCH    2 0
 HD0035
 HD0035.Superseded values are not recommended for survey control.
 HD0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0035.See file dsdata.txt to determine how the superseded data were derived.
 HD0035
 HD0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB497887(NAD 83)
 HD0035_MARKER: DD = SURVEY DISK
 HD0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0035_STAMPING: 126 M 1931
 HD0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0035+STABILITY: SURFACE MOTION
 HD0035
 HD0035  HISTORY     - Date     Condition        Report By
 HD0035  HISTORY     - 1931     MONUMENTED       USGS
 HD0035  HISTORY     - 1938     GOOD             NGS
 HD0035
 HD0035                          STATION DESCRIPTION
 HD0035
 HD0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0035'5.7 MI NE FROM STOUTLAND.
 HD0035'5.7 MILES NORTHEAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY
 HD0035'FROM STOUTLAND, LACLEDE COUNTY, 1-1/2 POLES WEST OF THE THIRTY
 HD0035'FIFTH POLE SOUTHWEST OF MILEPOST 161, 0.1 MILE EAST OF THE
 HD0035'QUARTER CORNER BETWEEN SECTIONS 14 AND 23, T 36 N, R 14 W, 50
 HD0035'FEET SOUTH AND 15 FEET EAST OF A ROAD CROSSING, AND 2 FEET NORTH
 HD0035'AN EAST AND WEST FENCE.  A U.S. GEOLOGICAL SURVEY STANDARD
 HD0035'DISK, STAMPED 126 M 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0015 ***********************************************************************
 HD0015  DESIGNATION -  1260.8
 HD0015  PID         -  HD0015
 HD0015  STATE/COUNTY-  MO/LACLEDE
 HD0015  USGS QUAD   -  WINNIPEG (1976)
 HD0015
 HD0015                         *CURRENT SURVEY CONTROL
 HD0015  ___________________________________________________________________
 HD0015* NAD 83(1986)-  37 32 06.     (N)    092 17 28.     (W)     SCALED    
 HD0015* NAVD 88     -       384.380  (meters)    1261.09   (feet)  ADJUSTED  
 HD0015  ___________________________________________________________________
 HD0015  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HD0015  DYNAMIC HT  -         384.072 (meters)    1260.08  (feet)  COMP
 HD0015  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 HD0015
 HD0015  VERT ORDER  -  SECOND    CLASS 0
 HD0015
 HD0015.The horizontal coordinates were scaled from a topographic map and have
 HD0015.an estimated accuracy of +/- 6 seconds.
 HD0015
 HD0015.The orthometric height was determined by differential leveling
 HD0015.and adjusted by the National Geodetic Survey in June 1991..
 HD0015
 HD0015.The geoid height was determined by GEOID03.
 HD0015
 HD0015.The dynamic height is computed by dividing the NAVD 88
 HD0015.geopotential number by the normal gravity value computed on the
 HD0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0015.degrees latitude (g = 980.6199 gals.).
 HD0015
 HD0015.The modeled gravity was interpolated from observed gravity values.
 HD0015
 HD0015;                    North         East    Units  Estimated Accuracy
 HD0015;SPC MO C     -   188,850.      518,460.      MT  (+/- 180 meters Scaled)
 HD0015
 HD0015                          SUPERSEDED SURVEY CONTROL
 HD0015
 HD0015  NGVD 29 (??/??/92)  384.265  (m)         1260.71   (f) ADJ UNCH    2 0
 HD0015
 HD0015.Superseded values are not recommended for survey control.
 HD0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0015.See file dsdata.txt to determine how the superseded data were derived.
 HD0015
 HD0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB626544(NAD 83)
 HD0015_MARKER: N = NAIL
 HD0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0015_SP_SET: OAK TREE ROOT
 HD0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0015
 HD0015  HISTORY     - Date     Condition        Report By
 HD0015  HISTORY     - UNK      MONUMENTED       USGS
 HD0015  HISTORY     - 1935     GOOD             NGS
 HD0015
 HD0015                          STATION DESCRIPTION
 HD0015
 HD0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0015'3 MI SE FROM NEBO.
 HD0015'IN LACLEDE COUNTY, 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 32
 HD0015'FROM THE POST OFFICE AT NEBO, LACLEDE COUNTY, THENCE 0.3 MILE
 HD0015'EAST ALONG OLD COUNTY ROAD D, 6.0 MILES NORTHWEST ALONG THE
 HD0015'COUNTY ROAD FROM PLATO, TEXAS COUNTY, AT THE JUNCTION OF A
 HD0015'T-ROAD LEADING SOUTH, 50 FEET SOUTH OF THE CENTERLINE OF THE
 HD0015'COUNTY ROAD, 28 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, AND
 HD0015'IN THE SOUTHWEST ROOT OF AN 18 INCH OAK TREE.  A U.S. GEOLOGICAL
 HD0015'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0086 ***********************************************************************
 JD0086  DESIGNATION -  126=35/1 BOLT
 JD0086  PID         -  JD0086
 JD0086  STATE/COUNTY-  MO/MONITEAU
 JD0086  USGS QUAD   -  JAMESTOWN (1969)
 JD0086
 JD0086                         *CURRENT SURVEY CONTROL
 JD0086  ___________________________________________________________________
 JD0086* NAD 83(1986)-  38 48 51.     (N)    092 25 34.     (W)     SCALED    
 JD0086* NAVD 88     -       176.338  (meters)     578.54   (feet)  ADJUSTED  
 JD0086  ___________________________________________________________________
 JD0086  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0086  DYNAMIC HT  -         176.220 (meters)     578.15  (feet)  COMP
 JD0086  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 JD0086
 JD0086  VERT ORDER  -  FIRST     CLASS II
 JD0086
 JD0086.The horizontal coordinates were scaled from a topographic map and have
 JD0086.an estimated accuracy of +/- 6 seconds.
 JD0086
 JD0086.The orthometric height was determined by differential leveling
 JD0086.and adjusted by the National Geodetic Survey in June 1991..
 JD0086
 JD0086.The geoid height was determined by GEOID03.
 JD0086
 JD0086.The dynamic height is computed by dividing the NAVD 88
 JD0086.geopotential number by the normal gravity value computed on the
 JD0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0086.degrees latitude (g = 980.6199 gals.).
 JD0086
 JD0086.The modeled gravity was interpolated from observed gravity values.
 JD0086
 JD0086;                    North         East    Units  Estimated Accuracy
 JD0086;SPC MO C     -   330,810.      506,420.      MT  (+/- 180 meters Scaled)
 JD0086
 JD0086                          SUPERSEDED SURVEY CONTROL
 JD0086
 JD0086  NGVD 29 (??/??/92)  176.291  (m)          578.38   (f) ADJ UNCH    1 2
 JD0086
 JD0086.Superseded values are not recommended for survey control.
 JD0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0086.See file dsdata.txt to determine how the superseded data were derived.
 JD0086
 JD0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC498963(NAD 83)
 JD0086_MARKER: B = BOLT
 JD0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0086_SP_SET: STONE
 JD0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0086+STABILITY: SURFACE MOTION
 JD0086
 JD0086  HISTORY     - Date     Condition        Report By
 JD0086  HISTORY     - UNK      MONUMENTED       MORC
 JD0086  HISTORY     - 1948     GOOD             NGS
 JD0086  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0086
 JD0086                          STATION DESCRIPTION
 JD0086
 JD0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0086'2.7 MI SE FROM LUPUS.
 JD0086'2.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0086'THE STATION AT LUPUS, 4.6 MILES NORTH OF THE STATION AT SANDY
 JD0086'HOOK, ABOUT 500.0 FEET NORTHWEST OF A COUNTY ROAD CROSSING AT
 JD0086'POLE NO. 148-15 AND THE ARVE FLAT STOP, 148.0 FEET NORTH OF THE
 JD0086'CENTER LINE OF THE ROAD, INSIDE A BARN LOCATED ON THE SOUTH SIDE
 JD0086'OF THE FARMHOUSE OF GEORGE RANS, 8.0 FEET NORTH OF A POINT
 JD0086'THAT IS 19.4 FEET EAST OF THE SOUTHWEST CORNER OF THE BARN AND
 JD0086'21.9 FEET WEST OF THE SOUTHEAST CORNER OF THE BARN, 11.8 FEET
 JD0086'NORTHEAST OF THE SOUTHWEST INSIDE CORNER AND 11.8 FEET NORTHWEST
 JD0086'OF THE SOUTHEAST INSIDE CORNER OF A CORNCRIB, 1.2 FEET SOUTH
 JD0086'OF THE NORTH WALL OF THE CRIB.  THE TOP OF A COPPER BOLT LEADED
 JD0086'IN AN 18-INCH SQUARE STONE AND SET 4.0 FEET UNDERGROUND, ACCESS
 JD0086'TO WHICH IS HAD THROUGH AN IRON PIPE WITH A MISSOURI RIVER
 JD0086'COMMISSION IRON CAP MOUNTED ON TOP OF THE PIPE AND PROJECTING
 JD0086'0.6 FOOT ABOVE THE FLOOR.
 JD0086
 JD0086                          STATION RECOVERY (1986)
 JD0086
 JD0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0085 ***********************************************************************
 JD0085  DESIGNATION -  126=35/1 CAP
 JD0085  PID         -  JD0085
 JD0085  STATE/COUNTY-  MO/MONITEAU
 JD0085  USGS QUAD   -  JAMESTOWN (1969)
 JD0085
 JD0085                         *CURRENT SURVEY CONTROL
 JD0085  ___________________________________________________________________
 JD0085* NAD 83(1986)-  38 48 52.     (N)    092 25 34.     (W)     SCALED    
 JD0085* NAVD 88     -       177.576  (meters)     582.60   (feet)  ADJUSTED  
 JD0085  ___________________________________________________________________
 JD0085  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0085  DYNAMIC HT  -         177.458 (meters)     582.21  (feet)  COMP
 JD0085  MODELED GRAV-     979,959.4   (mgal)                       NAVD 88
 JD0085
 JD0085  VERT ORDER  -  FIRST     CLASS II
 JD0085
 JD0085.The horizontal coordinates were scaled from a topographic map and have
 JD0085.an estimated accuracy of +/- 6 seconds.
 JD0085
 JD0085.The orthometric height was determined by differential leveling
 JD0085.and adjusted by the National Geodetic Survey in June 1991..
 JD0085
 JD0085.The geoid height was determined by GEOID03.
 JD0085
 JD0085.The dynamic height is computed by dividing the NAVD 88
 JD0085.geopotential number by the normal gravity value computed on the
 JD0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0085.degrees latitude (g = 980.6199 gals.).
 JD0085
 JD0085.The modeled gravity was interpolated from observed gravity values.
 JD0085
 JD0085;                    North         East    Units  Estimated Accuracy
 JD0085;SPC MO C     -   330,840.      506,420.      MT  (+/- 180 meters Scaled)
 JD0085
 JD0085                          SUPERSEDED SURVEY CONTROL
 JD0085
 JD0085  NGVD 29 (??/??/92)  177.530  (m)          582.45   (f) ADJ UNCH    1 2
 JD0085
 JD0085.Superseded values are not recommended for survey control.
 JD0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0085.See file dsdata.txt to determine how the superseded data were derived.
 JD0085
 JD0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC498963(NAD 83)
 JD0085_MARKER: P = PIPE CAP
 JD0085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0085_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0085
 JD0085  HISTORY     - Date     Condition        Report By
 JD0085  HISTORY     - UNK      MONUMENTED       MORC
 JD0085  HISTORY     - 1948     GOOD             NGS
 JD0085  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0085
 JD0085                          STATION DESCRIPTION
 JD0085
 JD0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0085'2.7 MI SE FROM LUPUS.
 JD0085'2.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0085'THE STATION AT LUPUS, 4.6 MILES NORTH OF THE STATION AT SANDY
 JD0085'HOOK, ABOUT 500.0 FEET NORTHWEST OF A COUNTY ROAD CROSSING AT
 JD0085'POLE NO. 148-15 AND THE ARVE FLAG STOP, 148.0 FEET NORTH OF
 JD0085'THE CENTER LINE OF THE ROAD, INSIDE A BARN LOCATED ON THE SOUTH
 JD0085'SIDE OF THE FARMHOUSE OF GEROGE RANS, 8.0 FEET NORTH OF A POINT
 JD0085'THAT IS 19.4 FEET EAST OF THE SOUTHWEST CORNER OF THE BARN AND
 JD0085'21.9 FEET WEST OF THE SOUTHEAST CORNER OF THE BARN, 11.8 FEET
 JD0085'NORTHEAST OF THE SOUTHWEST INSIDE CORNER OF THE CORNCRIB, 11.8
 JD0085'FEET NORTHWEST OF THE SOUTHEAST INSIDE CORNER OF THE CORNCRIB,
 JD0085'1.2 FEET SOUTH OF THE NORTH WALL OF THE CRIB, 0.6 FOOT ABOVE
 JD0085'THE FLOOR.  THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP SET
 JD0085'ON TOP OF A 4-INCH IRON PIPE.
 JD0085
 JD0085                          STATION RECOVERY (1986)
 JD0085
 JD0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0640 ***********************************************************************
 HC0640  DESIGNATION -  1273.2
 HC0640  PID         -  HC0640
 HC0640  STATE/COUNTY-  MO/TEXAS
 HC0640  USGS QUAD   -  BEULAH (1954)
 HC0640
 HC0640                         *CURRENT SURVEY CONTROL
 HC0640  ___________________________________________________________________
 HC0640* NAD 83(1986)-  37 30 45.     (N)    091 53 53.     (W)     SCALED    
 HC0640* NAVD 88     -       388.038  (meters)    1273.09   (feet)  ADJUSTED  
 HC0640  ___________________________________________________________________
 HC0640  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 HC0640  DYNAMIC HT  -         387.731 (meters)    1272.08  (feet)  COMP
 HC0640  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 HC0640
 HC0640  VERT ORDER  -  SECOND    CLASS 0
 HC0640
 HC0640.The horizontal coordinates were scaled from a topographic map and have
 HC0640.an estimated accuracy of +/- 6 seconds.
 HC0640
 HC0640.The orthometric height was determined by differential leveling
 HC0640.and adjusted by the National Geodetic Survey in June 1991..
 HC0640
 HC0640.The geoid height was determined by GEOID03.
 HC0640
 HC0640.The dynamic height is computed by dividing the NAVD 88
 HC0640.geopotential number by the normal gravity value computed on the
 HC0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0640.degrees latitude (g = 980.6199 gals.).
 HC0640
 HC0640.The modeled gravity was interpolated from observed gravity values.
 HC0640
 HC0640;                    North         East    Units  Estimated Accuracy
 HC0640;SPC MO C     -   186,500.      553,220.      MT  (+/- 180 meters Scaled)
 HC0640
 HC0640                          SUPERSEDED SURVEY CONTROL
 HC0640
 HC0640  NGVD 29 (??/??/92)  387.927  (m)         1272.72   (f) ADJ UNCH    2 0
 HC0640
 HC0640.Superseded values are not recommended for survey control.
 HC0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0640.See file dsdata.txt to determine how the superseded data were derived.
 HC0640
 HC0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB973522(NAD 83)
 HC0640_MARKER: N = NAIL
 HC0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0640_SP_SET: OAK TREE
 HC0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0640
 HC0640  HISTORY     - Date     Condition        Report By
 HC0640  HISTORY     - UNK      MONUMENTED       USGS
 HC0640  HISTORY     - 1935     GOOD             NGS
 HC0640
 HC0640                          STATION DESCRIPTION
 HC0640
 HC0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0640'2.6 MI W FROM LICKING.
 HC0640'2.6 MILES WEST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF U.S.
 HC0640'HIGHWAY 63 AT LICKING, TEXAS COUNTY, 38 FEET NORTH AND 152 FEET
 HC0640'EAST OF A T-ROAD LEADING NORTHEAST, AND IN THE NORTHWEST ROOT OF A
 HC0640'6-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 HC0640'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0094 ***********************************************************************
 JD0094  DESIGNATION -  127=36/1 BOLT
 JD0094  PID         -  JD0094
 JD0094  STATE/COUNTY-  MO/MONITEAU
 JD0094  USGS QUAD   -  JAMESTOWN (1969)
 JD0094
 JD0094                         *CURRENT SURVEY CONTROL
 JD0094  ___________________________________________________________________
 JD0094* NAD 83(1986)-  38 51 00.     (N)    092 27 12.     (W)     SCALED    
 JD0094* NAVD 88     -       178.843  (meters)     586.75   (feet)  ADJUSTED  
 JD0094  ___________________________________________________________________
 JD0094  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD0094  DYNAMIC HT  -         178.724 (meters)     586.36  (feet)  COMP
 JD0094  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 JD0094
 JD0094  VERT ORDER  -  FIRST     CLASS II
 JD0094
 JD0094.The horizontal coordinates were scaled from a topographic map and have
 JD0094.an estimated accuracy of +/- 6 seconds.
 JD0094
 JD0094.The orthometric height was determined by differential leveling
 JD0094.and adjusted by the National Geodetic Survey in June 1991..
 JD0094
 JD0094.The geoid height was determined by GEOID03.
 JD0094
 JD0094.The dynamic height is computed by dividing the NAVD 88
 JD0094.geopotential number by the normal gravity value computed on the
 JD0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0094.degrees latitude (g = 980.6199 gals.).
 JD0094
 JD0094.The modeled gravity was interpolated from observed gravity values.
 JD0094
 JD0094;                    North         East    Units  Estimated Accuracy
 JD0094;SPC MO C     -   334,780.      504,050.      MT  (+/- 180 meters Scaled)
 JD0094
 JD0094                          SUPERSEDED SURVEY CONTROL
 JD0094
 JD0094  NGVD 29 (??/??/92)  178.80   (m)          586.6    (f) COMPUTED    1 2
 JD0094
 JD0094.Superseded values are not recommended for survey control.
 JD0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0094.See file dsdata.txt to determine how the superseded data were derived.
 JD0094
 JD0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD474002(NAD 83)
 JD0094_MARKER: B = BOLT
 JD0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0094_SP_SET: STONE
 JD0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0094+STABILITY: SURFACE MOTION
 JD0094
 JD0094  HISTORY     - Date     Condition        Report By
 JD0094  HISTORY     - UNK      MONUMENTED       MORC
 JD0094  HISTORY     - 1948     GOOD             NGS
 JD0094  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0094
 JD0094                          STATION DESCRIPTION
 JD0094
 JD0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0094'AT LUPUS.
 JD0094'AT LUPUS, 0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 JD0094'FROM THE STATION, ABOUT 300.0 FEET NORTHWEST OF BRIDGE NO. 26
 JD0094'OVER BIG SPLICE CREEK, ABOUT 200.0 FEET WEST OF THE TRACK AT
 JD0094'A POINT 4 RAILS NORTH OF THE NORTH END OF THE BRIDGE, 100.0
 JD0094'FEET NORTHEAST OF A SMALL HOUSE, IN A SMALL ORCHARD AT THE
 JD0094'SOUTH FOOT OF A BLUFF.  THE TOP OF A COPPER BOLT LEADED IN A
 JD0094'STONE 18-INCHES SQUARE AND SET 3.0 FEET UNDERGROUND, ACCESS
 JD0094'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 JD0094'COMMISSION IRON CAP.
 JD0094
 JD0094                          STATION RECOVERY (1986)
 JD0094
 JD0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0093 ***********************************************************************
 JD0093  DESIGNATION -  127=36/1 CAP
 JD0093  PID         -  JD0093
 JD0093  STATE/COUNTY-  MO/MONITEAU
 JD0093  USGS QUAD   -  JAMESTOWN (1969)
 JD0093
 JD0093                         *CURRENT SURVEY CONTROL
 JD0093  ___________________________________________________________________
 JD0093* NAD 83(1986)-  38 51 00.     (N)    092 27 12.     (W)     SCALED    
 JD0093* NAVD 88     -       180.081  (meters)     590.82   (feet)  ADJUSTED  
 JD0093  ___________________________________________________________________
 JD0093  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD0093  DYNAMIC HT  -         179.962 (meters)     590.43  (feet)  COMP
 JD0093  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 JD0093
 JD0093  VERT ORDER  -  FIRST     CLASS II
 JD0093
 JD0093.The horizontal coordinates were scaled from a topographic map and have
 JD0093.an estimated accuracy of +/- 6 seconds.
 JD0093
 JD0093.The orthometric height was determined by differential leveling
 JD0093.and adjusted by the National Geodetic Survey in June 1991..
 JD0093
 JD0093.The geoid height was determined by GEOID03.
 JD0093
 JD0093.The dynamic height is computed by dividing the NAVD 88
 JD0093.geopotential number by the normal gravity value computed on the
 JD0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0093.degrees latitude (g = 980.6199 gals.).
 JD0093
 JD0093.The modeled gravity was interpolated from observed gravity values.
 JD0093
 JD0093;                    North         East    Units  Estimated Accuracy
 JD0093;SPC MO C     -   334,780.      504,050.      MT  (+/- 180 meters Scaled)
 JD0093
 JD0093                          SUPERSEDED SURVEY CONTROL
 JD0093
 JD0093  NGVD 29 (??/??/92)  180.035  (m)          590.66   (f) ADJ UNCH    1 2
 JD0093
 JD0093.Superseded values are not recommended for survey control.
 JD0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0093.See file dsdata.txt to determine how the superseded data were derived.
 JD0093
 JD0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD474002(NAD 83)
 JD0093_MARKER: P = PIPE CAP
 JD0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0093
 JD0093  HISTORY     - Date     Condition        Report By
 JD0093  HISTORY     - UNK      MONUMENTED       MORC
 JD0093  HISTORY     - 1948     GOOD             NGS
 JD0093  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0093
 JD0093                          STATION DESCRIPTION
 JD0093
 JD0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0093'AT LUPUS.
 JD0093'AT LUPUS, 0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 JD0093'FROM THE STATION, ABOUT 300.0 FEET NORTHWEST OF BRIDGE NO. 26
 JD0093'OVER BIG SPLICE CREEK, ABOUT 200.0 FEET WEST OF THE TRACK AT A
 JD0093'POINT 4 RAILS NORTH OF THE NORTH END OF THE BRIDGE, 100.0 FEET
 JD0093'NORTHEAST OF A SMALL HOUSE, IN A SMALL ORCHARD AT THE SOUTH FOOT
 JD0093'OF A BLUFF.  THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP
 JD0093'SET ON TOP OF A 4-INCH IRON PIPE AND PROJECTING 1.0 FOOT ABOVE
 JD0093'THE GROUND.
 JD0093
 JD0093                          STATION RECOVERY (1986)
 JD0093
 JD0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0046 ***********************************************************************
 HD0046  DESIGNATION -  128 M
 HD0046  PID         -  HD0046
 HD0046  STATE/COUNTY-  MO/PULASKI
 HD0046  USGS QUAD   -  CONNS CREEK (1976)
 HD0046
 HD0046                         *CURRENT SURVEY CONTROL
 HD0046  ___________________________________________________________________
 HD0046* NAD 83(1986)-  37 53 22.     (N)    092 22 44.     (W)     SCALED    
 HD0046* NAVD 88     -       326.831  (meters)    1072.28   (feet)  ADJUSTED  
 HD0046  ___________________________________________________________________
 HD0046  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HD0046  DYNAMIC HT  -         326.586 (meters)    1071.47  (feet)  COMP
 HD0046  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 HD0046
 HD0046  VERT ORDER  -  SECOND    CLASS 0
 HD0046
 HD0046.The horizontal coordinates were scaled from a topographic map and have
 HD0046.an estimated accuracy of +/- 6 seconds.
 HD0046
 HD0046.The orthometric height was determined by differential leveling
 HD0046.and adjusted by the National Geodetic Survey in June 1991..
 HD0046
 HD0046.The geoid height was determined by GEOID03.
 HD0046
 HD0046.The dynamic height is computed by dividing the NAVD 88
 HD0046.geopotential number by the normal gravity value computed on the
 HD0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0046.degrees latitude (g = 980.6199 gals.).
 HD0046
 HD0046.The modeled gravity was interpolated from observed gravity values.
 HD0046
 HD0046;                    North         East    Units  Estimated Accuracy
 HD0046;SPC MO C     -   228,170.      510,650.      MT  (+/- 180 meters Scaled)
 HD0046
 HD0046                          SUPERSEDED SURVEY CONTROL
 HD0046
 HD0046  NGVD 29 (??/??/92)  326.729  (m)         1071.94   (f) ADJ UNCH    2 0
 HD0046
 HD0046.Superseded values are not recommended for survey control.
 HD0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0046.See file dsdata.txt to determine how the superseded data were derived.
 HD0046
 HD0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB546937(NAD 83)
 HD0046_MARKER: DD = SURVEY DISK
 HD0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0046_STAMPING: 128 M 1931
 HD0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0046+STABILITY: SURFACE MOTION
 HD0046
 HD0046  HISTORY     - Date     Condition        Report By
 HD0046  HISTORY     - 1931     MONUMENTED       USGS
 HD0046  HISTORY     - 1938     GOOD             NGS
 HD0046  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HD0046  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HD0046
 HD0046                          STATION DESCRIPTION
 HD0046
 HD0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0046'3.8 MI NE FROM RICHLAND.
 HD0046'3.8 MILES NORTHEAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY
 HD0046'FROM THE STATION AT RICHLAND, PULASKI COUNTY, 175 FEET SOUTH OF THE
 HD0046'STATION AT ST. JOHN, 32 FEET EAST OF SEMAPHORE 1558, AT A ROAD
 HD0046'CROSSING, 48 FEET SOUTH OF THE ROAD, 40 FEET EAST OF THE CENTERLINE
 HD0046'OF THE TRACK, AND 1 FOOT WEST OF A FENCE.  A U.S. GEOLOGICAL
 HD0046'SURVEY STANDARD DISK, STAMPED 128 M 1931 AND SET IN THE TOP OF A
 HD0046'CONCRETE POST.
 HD0046
 HD0046                          STATION RECOVERY (1975)
 HD0046
 HD0046'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HD0046'MARK NOT FOUND.
 HD0046
 HD0046                          STATION RECOVERY (1975)
 HD0046
 HD0046'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HD0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0253 ***********************************************************************
 HD0253  DESIGNATION -  1281.5
 HD0253  PID         -  HD0253
 HD0253  STATE/COUNTY-  MO/TEXAS
 HD0253  USGS QUAD   -  SUCCESS (1987)
 HD0253
 HD0253                         *CURRENT SURVEY CONTROL
 HD0253  ___________________________________________________________________
 HD0253* NAD 83(1986)-  37 28 56.     (N)    092 02 46.     (W)     SCALED    
 HD0253* NAVD 88     -       390.591  (meters)    1281.46   (feet)  ADJUSTED  
 HD0253  ___________________________________________________________________
 HD0253  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 HD0253  DYNAMIC HT  -         390.279 (meters)    1280.44  (feet)  COMP
 HD0253  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 HD0253
 HD0253  VERT ORDER  -  SECOND    CLASS 0
 HD0253
 HD0253.The horizontal coordinates were scaled from a topographic map and have
 HD0253.an estimated accuracy of +/- 6 seconds.
 HD0253
 HD0253.The orthometric height was determined by differential leveling
 HD0253.and adjusted by the National Geodetic Survey in June 1991..
 HD0253
 HD0253.The geoid height was determined by GEOID03.
 HD0253
 HD0253.The dynamic height is computed by dividing the NAVD 88
 HD0253.geopotential number by the normal gravity value computed on the
 HD0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0253.degrees latitude (g = 980.6199 gals.).
 HD0253
 HD0253.The modeled gravity was interpolated from observed gravity values.
 HD0253
 HD0253;                    North         East    Units  Estimated Accuracy
 HD0253;SPC MO C     -   183,060.      540,140.      MT  (+/- 180 meters Scaled)
 HD0253
 HD0253                          SUPERSEDED SURVEY CONTROL
 HD0253
 HD0253  NGVD 29 (??/??/92)  390.476  (m)         1281.09   (f) ADJ UNCH    2 0
 HD0253
 HD0253.Superseded values are not recommended for survey control.
 HD0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0253.See file dsdata.txt to determine how the superseded data were derived.
 HD0253
 HD0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB843487(NAD 83)
 HD0253_MARKER: Q = CHISELED SQUARE
 HD0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0253_SP_SET: CULVERT
 HD0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0253
 HD0253  HISTORY     - Date     Condition        Report By
 HD0253  HISTORY     - UNK      MONUMENTED       USGS
 HD0253  HISTORY     - 1935     GOOD             NGS
 HD0253  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0253  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0253
 HD0253                          STATION DESCRIPTION
 HD0253
 HD0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0253'3.7 MI NE FROM SUCCESS.
 HD0253'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION
 HD0253'OF STATE HIGHWAY 17 AT SUCCESS, TEXAS COUNTY, 0.8 MILE NORTH
 HD0253'OF VADA, AND ON THE CONCRETE HEADWALL OF A CULVERT.  A CHISELED
 HD0253'SQUARE.  NOTE-- THIS BENCH MARK MAY BE THE SAME MARK AS THAT
 HD0253'DESCRIBED ON PAGE 197, UNITED STATES GEOLOGICAL SURVEY BULLETIN
 HD0253'898-B, SPIRIT LEVELING IN MISSOURI, PART 2, AS BEING A COPPER
 HD0253'NAIL AND WASHER IN THE ROOT OF A 9-INCH BLACK-OAK TREE, 36 FEET
 HD0253'NORTH OF STATE HIGHWAY 32, ON A CURVE, ON THE TOP OF A HILL,
 HD0253'AND IN THE NORTHWEST QUARTER OF SECTION 16, T 32 N, R 10 W.
 HD0253'ANYONE RECOVERING THE MARK OR MARKS WILL CONFER A FAVOR BY
 HD0253'SUBMITTING THE CORRECT DESCRIPTION DATA TO THE DIRECTOR, U.S. COAST
 HD0253'AND GEODETIC SURVEY, WASHINGTON 25, D.C.
 HD0253
 HD0253                          STATION RECOVERY (1977)
 HD0253
 HD0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0253'MARK NOT FOUND.
 HD0253
 HD0253                          STATION RECOVERY (1977)
 HD0253
 HD0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0575 ***********************************************************************
 HC0575  DESIGNATION -  1283.6
 HC0575  PID         -  HC0575
 HC0575  STATE/COUNTY-  MO/TEXAS
 HC0575  USGS QUAD   -  BEULAH (1954)
 HC0575
 HC0575                         *CURRENT SURVEY CONTROL
 HC0575  ___________________________________________________________________
 HC0575* NAD 83(1986)-  37 30 05.     (N)    091 52 34.     (W)     SCALED    
 HC0575* NAVD 88     -       391.208  (meters)    1283.49   (feet)  ADJUSTED  
 HC0575  ___________________________________________________________________
 HC0575  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 HC0575  DYNAMIC HT  -         390.899 (meters)    1282.47  (feet)  COMP
 HC0575  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 HC0575
 HC0575  VERT ORDER  -  SECOND    CLASS 0
 HC0575
 HC0575.The horizontal coordinates were scaled from a topographic map and have
 HC0575.an estimated accuracy of +/- 6 seconds.
 HC0575
 HC0575.The orthometric height was determined by differential leveling
 HC0575.and adjusted by the National Geodetic Survey in June 1991..
 HC0575
 HC0575.The geoid height was determined by GEOID03.
 HC0575
 HC0575.The dynamic height is computed by dividing the NAVD 88
 HC0575.geopotential number by the normal gravity value computed on the
 HC0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0575.degrees latitude (g = 980.6199 gals.).
 HC0575
 HC0575.The modeled gravity was interpolated from observed gravity values.
 HC0575
 HC0575;                    North         East    Units  Estimated Accuracy
 HC0575;SPC MO C     -   185,280.      555,160.      MT  (+/- 180 meters Scaled)
 HC0575
 HC0575                          SUPERSEDED SURVEY CONTROL
 HC0575
 HC0575  NGVD 29 (??/??/92)  391.097  (m)         1283.12   (f) ADJ UNCH    2 0
 HC0575
 HC0575.Superseded values are not recommended for survey control.
 HC0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0575.See file dsdata.txt to determine how the superseded data were derived.
 HC0575
 HC0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB993510(NAD 83)
 HC0575_MARKER: N = NAIL
 HC0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0575_SP_SET: OAK TREE
 HC0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0575
 HC0575  HISTORY     - Date     Condition        Report By
 HC0575  HISTORY     - UNK      MONUMENTED       USGS
 HC0575  HISTORY     - 1935     GOOD             NGS
 HC0575
 HC0575                          STATION DESCRIPTION
 HC0575
 HC0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0575'1.2 MI W FROM LICKING.
 HC0575'1.2 MILES WEST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF U.S.
 HC0575'HIGHWAY 63 AT LICKING, TEXAS COUNTY, IN THE NORTHEAST QUARTER
 HC0575'OF SECTION 2, T 32 N, R 9 W, 130 YARDS EAST OF BENCH MARK W
 HC0575'113, 50 YARDS NORTHEAST OF A ROAD LEADING WEST, 26 FEET SOUTH
 HC0575'OF THE HIGHWAY, AND IN THE ROOT OF AN 18-INCH TWIN BLACK-OAK
 HC0575'TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 HC0575'AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0278 ***********************************************************************
 GF0278  DESIGNATION -  1285.3
 GF0278  PID         -  GF0278
 GF0278  STATE/COUNTY-  MO/CHRISTIAN
 GF0278  USGS QUAD   -  GARRISON (1955)
 GF0278
 GF0278                         *CURRENT SURVEY CONTROL
 GF0278  ___________________________________________________________________
 GF0278* NAD 83(1986)-  36 48 56.     (N)    093 06 56.     (W)     SCALED    
 GF0278* NAVD 88     -       392.16   (+/-2cm)    1286.6    (feet)  VERTCON   
 GF0278  ___________________________________________________________________
 GF0278  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GF0278
 GF0278  VERT ORDER  -  ? (See Below)
 GF0278
 GF0278.The horizontal coordinates were scaled from a topographic map and have
 GF0278.an estimated accuracy of +/- 6 seconds.
 GF0278
 GF0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0278.The vertical order pertains to the NGVD 29 superseded value.
 GF0278
 GF0278.The geoid height was determined by GEOID03.
 GF0278
 GF0278;                    North         East    Units  Estimated Accuracy
 GF0278;SPC MO C     -   109,160.      445,080.      MT  (+/- 180 meters Scaled)
 GF0278
 GF0278                          SUPERSEDED SURVEY CONTROL
 GF0278
 GF0278  NGVD 29 (??/??/92)  392.024  (m)         1286.17   (f) ADJ UNCH    ?  
 GF0278
 GF0278.Superseded values are not recommended for survey control.
 GF0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0278.See file dsdata.txt to determine how the superseded data were derived.
 GF0278
 GF0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA896744(NAD 83)
 GF0278_MARKER: N = NAIL
 GF0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0278_SP_SET: BASE OF TREE
 GF0278_STAMPING: 1285.3
 GF0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0278
 GF0278  HISTORY     - Date     Condition        Report By
 GF0278  HISTORY     - UNK      MONUMENTED       USGS
 GF0278  HISTORY     - 1934     GOOD             NGS
 GF0278
 GF0278                          STATION DESCRIPTION
 GF0278
 GF0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0278'10.8 MI S FROM CHADWICK.
 GF0278'10.8 MILES SOUTH ALONG THE PINE RIDGE ROAD FROM THE CONSOLIDATED
 GF0278'SCHOOL AT CHADWICK, CHRISTIAN COUNTY, 0.9 MILE SOUTH OF
 GF0278'BENCH MARK F 65, DESCRIBED ABOVE, AND IN THE BASE OF A TREE
 GF0278'MARKED 1285.3.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GF0278'COPPER NAIL AND WASHER, STAMPED 1285.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0098 ***********************************************************************
 JD0098  DESIGNATION -  129 BOLT
 JD0098  PID         -  JD0098
 JD0098  STATE/COUNTY-  MO/MONITEAU
 JD0098  USGS QUAD   -  JAMESTOWN (1969)
 JD0098
 JD0098                         *CURRENT SURVEY CONTROL
 JD0098  ___________________________________________________________________
 JD0098* NAD 83(1986)-  38 52 15.     (N)    092 28 38.     (W)     SCALED    
 JD0098* NAVD 88     -       179.030  (meters)     587.37   (feet)  ADJUSTED  
 JD0098  ___________________________________________________________________
 JD0098  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JD0098  DYNAMIC HT  -         178.912 (meters)     586.98  (feet)  COMP
 JD0098  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 JD0098
 JD0098  VERT ORDER  -  FIRST     CLASS II
 JD0098
 JD0098.The horizontal coordinates were scaled from a topographic map and have
 JD0098.an estimated accuracy of +/- 6 seconds.
 JD0098
 JD0098.The orthometric height was determined by differential leveling
 JD0098.and adjusted by the National Geodetic Survey in June 1991..
 JD0098
 JD0098.The geoid height was determined by GEOID03.
 JD0098
 JD0098.The dynamic height is computed by dividing the NAVD 88
 JD0098.geopotential number by the normal gravity value computed on the
 JD0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0098.degrees latitude (g = 980.6199 gals.).
 JD0098
 JD0098.The modeled gravity was interpolated from observed gravity values.
 JD0098
 JD0098;                    North         East    Units  Estimated Accuracy
 JD0098;SPC MO C     -   337,090.      501,980.      MT  (+/- 180 meters Scaled)
 JD0098
 JD0098                          SUPERSEDED SURVEY CONTROL
 JD0098
 JD0098  NGVD 29 (??/??/92)  178.796  (m)          586.60   (f) ADJ UNCH    1 2
 JD0098
 JD0098.Superseded values are not recommended for survey control.
 JD0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0098.See file dsdata.txt to determine how the superseded data were derived.
 JD0098
 JD0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD453025(NAD 83)
 JD0098_MARKER: B = BOLT
 JD0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0098_SP_SET: STONE
 JD0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0098+STABILITY: SURFACE MOTION
 JD0098
 JD0098  HISTORY     - Date     Condition        Report By
 JD0098  HISTORY     - UNK      MONUMENTED       MORC
 JD0098  HISTORY     - 1948     GOOD             NGS
 JD0098  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0098
 JD0098                          STATION DESCRIPTION
 JD0098
 JD0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0098'2.3 MI NW FROM LUPUS.
 JD0098'2.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0098'THE STATION AT LUPUS, ABOUT 0.5 MILE SOUTHEAST OF BRIDGE NO.
 JD0098'27 OVER PETITE SALINE CREEK, IN A RAVINE, ABOUT 200.0 FEET
 JD0098'SOUTHWEST OF THE TRACK AT POLE NO. 153-15, ABOUT 100.0 FEET
 JD0098'SOUTHEAST OF A SMALL STREAM, IN A SMALL GARDEN, 50.0 FEET WEST
 JD0098'OF THE WEST CORNER OF A SMALL RED BUILDING AT THE REAR OF THE
 JD0098'H.G. BYLER RESIDENCE, THE TOP OF A COPPER BOLT LEADED IN A
 JD0098'STONE 18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS
 JD0098'TO WHICH IS HAD THROUGH AND IRON PIPE BEARING A MISSOURI
 JD0098'RIVER COMMISSION IRON CAP.
 JD0098
 JD0098                          STATION RECOVERY (1986)
 JD0098
 JD0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0097 ***********************************************************************
 JD0097  DESIGNATION -  129 CAP
 JD0097  PID         -  JD0097
 JD0097  STATE/COUNTY-  MO/MONITEAU
 JD0097  USGS QUAD   -  JAMESTOWN (1969)
 JD0097
 JD0097                         *CURRENT SURVEY CONTROL
 JD0097  ___________________________________________________________________
 JD0097* NAD 83(1986)-  38 52 15.     (N)    092 28 38.     (W)     SCALED    
 JD0097* NAVD 88     -       180.268  (meters)     591.43   (feet)  ADJUSTED  
 JD0097  ___________________________________________________________________
 JD0097  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JD0097  DYNAMIC HT  -         180.149 (meters)     591.04  (feet)  COMP
 JD0097  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 JD0097
 JD0097  VERT ORDER  -  FIRST     CLASS II
 JD0097
 JD0097.The horizontal coordinates were scaled from a topographic map and have
 JD0097.an estimated accuracy of +/- 6 seconds.
 JD0097
 JD0097.The orthometric height was determined by differential leveling
 JD0097.and adjusted by the National Geodetic Survey in June 1991..
 JD0097
 JD0097.The geoid height was determined by GEOID03.
 JD0097
 JD0097.The dynamic height is computed by dividing the NAVD 88
 JD0097.geopotential number by the normal gravity value computed on the
 JD0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0097.degrees latitude (g = 980.6199 gals.).
 JD0097
 JD0097.The modeled gravity was interpolated from observed gravity values.
 JD0097
 JD0097;                    North         East    Units  Estimated Accuracy
 JD0097;SPC MO C     -   337,090.      501,980.      MT  (+/- 180 meters Scaled)
 JD0097
 JD0097                          SUPERSEDED SURVEY CONTROL
 JD0097
 JD0097  NGVD 29 (??/??/92)  180.222  (m)          591.28   (f) ADJ UNCH    1 2
 JD0097
 JD0097.Superseded values are not recommended for survey control.
 JD0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0097.See file dsdata.txt to determine how the superseded data were derived.
 JD0097
 JD0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD453025(NAD 83)
 JD0097_MARKER: P = PIPE CAP
 JD0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0097
 JD0097  HISTORY     - Date     Condition        Report By
 JD0097  HISTORY     - UNK      MONUMENTED       MORC
 JD0097  HISTORY     - 1948     GOOD             NGS
 JD0097  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0097
 JD0097                          STATION DESCRIPTION
 JD0097
 JD0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0097'2.3 MI NW FROM LUPUS.
 JD0097'2.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0097'THE STATION AT LUPUS, ABOUT 0.5 MILE SOUTHEAST OF BRIDGE NO.
 JD0097'27 OVER PETITE SALINE CREEK, IN A RAVINE, ABOUT 200.0 FEET
 JD0097'SOUTHWEST OF THE TRACK AT POLE NO. 153-15, ABOUT 100.0 FEET
 JD0097'SOUTHEAST OF A SMALL STREAM, IN A SMALL GARDEN, 50.0 FEET
 JD0097'WEST OF THE WEST CORNER OF A SMALL RED BUILDING AT THE REAR OF
 JD0097'THE H.G. BYLER RESIDENCE.  THE TOP OF A MISSOURI RIVER COMMISSION
 JD0097'IRON CAP SET ON TOP OF A 4-INCH IRON PIPE PROJECTING 0.8 FOOT
 JD0097'ABOVE THE GROUND.
 JD0097
 JD0097                          STATION RECOVERY (1986)
 JD0097
 JD0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0049 ***********************************************************************
 HD0049  DESIGNATION -  129 M
 HD0049  PID         -  HD0049
 HD0049  STATE/COUNTY-  MO/PULASKI
 HD0049  USGS QUAD   -  CROCKER (1976)
 HD0049
 HD0049                         *CURRENT SURVEY CONTROL
 HD0049  ___________________________________________________________________
 HD0049* NAD 83(1986)-  37 54 50.     (N)    092 19 58.     (W)     SCALED    
 HD0049* NAVD 88     -       341.806  (meters)    1121.41   (feet)  ADJUSTED  
 HD0049  ___________________________________________________________________
 HD0049  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HD0049  DYNAMIC HT  -         341.551 (meters)    1120.57  (feet)  COMP
 HD0049  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 HD0049
 HD0049  VERT ORDER  -  SECOND    CLASS 0
 HD0049
 HD0049.The horizontal coordinates were scaled from a topographic map and have
 HD0049.an estimated accuracy of +/- 6 seconds.
 HD0049
 HD0049.The orthometric height was determined by differential leveling
 HD0049.and adjusted by the National Geodetic Survey in June 1991..
 HD0049
 HD0049.The geoid height was determined by GEOID03.
 HD0049
 HD0049.The dynamic height is computed by dividing the NAVD 88
 HD0049.geopotential number by the normal gravity value computed on the
 HD0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0049.degrees latitude (g = 980.6199 gals.).
 HD0049
 HD0049.The modeled gravity was interpolated from observed gravity values.
 HD0049
 HD0049;                    North         East    Units  Estimated Accuracy
 HD0049;SPC MO C     -   230,890.      514,700.      MT  (+/- 180 meters Scaled)
 HD0049
 HD0049                          SUPERSEDED SURVEY CONTROL
 HD0049
 HD0049  NGVD 29 (??/??/92)  341.701  (m)         1121.06   (f) ADJ UNCH    2 0
 HD0049
 HD0049.Superseded values are not recommended for survey control.
 HD0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0049.See file dsdata.txt to determine how the superseded data were derived.
 HD0049
 HD0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB586964(NAD 83)
 HD0049_MARKER: DD = SURVEY DISK
 HD0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0049_STAMPING: 1121 129 M 1931
 HD0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0049+STABILITY: SURFACE MOTION
 HD0049
 HD0049  HISTORY     - Date     Condition        Report By
 HD0049  HISTORY     - 1931     MONUMENTED       USGS
 HD0049  HISTORY     - 1946     GOOD             NGS
 HD0049  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HD0049  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HD0049
 HD0049                          STATION DESCRIPTION
 HD0049
 HD0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0049'AT SWEDEBORG.
 HD0049'AT SWEDEBORG, ABOUT 95 YARDS WEST OF THE ST LOUIS AND SAN FRANCISCO
 HD0049'RAILROAD STATION, 162 FEET NORTHEAST OF MILEPOST NO. 152-10, 109
 HD0049'FEET WEST OF A STEEL CROSSING SIGN, 88 FEET SOUTH OF THE SOUTHEAST
 HD0049'CORNER OF A BRICK STORE BUILDING, 60 FEET SOUTH OF THE CENTER
 HD0049'LINE OF A GRAVEL ROAD, 20 FEET NORTH OF THE NORTH RAIL, 1 FOOT WEST
 HD0049'OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4 INCHES ABOVE THE GROUND.
 HD0049
 HD0049                          STATION RECOVERY (1975)
 HD0049
 HD0049'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HD0049'MARK NOT FOUND.
 HD0049
 HD0049                          STATION RECOVERY (1975)
 HD0049
 HD0049'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HD0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0499 ***********************************************************************
 HC0499  DESIGNATION -  1291
 HC0499  PID         -  HC0499
 HC0499  STATE/COUNTY-  MO/DENT
 HC0499  USGS QUAD   -  GLADDEN (1967)
 HC0499
 HC0499                         *CURRENT SURVEY CONTROL
 HC0499  ___________________________________________________________________
 HC0499* NAD 83(1986)-  37 28 11.     (N)    091 26 46.     (W)     SCALED    
 HC0499* NAVD 88     -       393.748  (meters)    1291.82   (feet)  POSTED    
 HC0499  ___________________________________________________________________
 HC0499  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 HC0499  DYNAMIC HT  -         393.430 (meters)    1290.78  (feet)  COMP
 HC0499  MODELED GRAV-     979,816.1   (mgal)                       NAVD 88
 HC0499
 HC0499  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HC0499
 HC0499.The horizontal coordinates were scaled from a topographic map and have
 HC0499.an estimated accuracy of +/- 6 seconds.
 HC0499
 HC0499.The orthometric height was determined by differential leveling
 HC0499.and adjusted by the National Geodetic Survey in 1992..
 HC0499.No vertical observational check was made to the station.
 HC0499.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HC0499.was located on a no-check spur therefore a value was not computed.
 HC0499
 HC0499.The geoid height was determined by GEOID03.
 HC0499
 HC0499.The dynamic height is computed by dividing the NAVD 88
 HC0499.geopotential number by the normal gravity value computed on the
 HC0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0499.degrees latitude (g = 980.6199 gals.).
 HC0499
 HC0499.The modeled gravity was interpolated from observed gravity values.
 HC0499
 HC0499;                    North         East    Units  Estimated Accuracy
 HC0499;SPC MO E     -   182,000.      166,310.      MT  (+/- 180 meters Scaled)
 HC0499
 HC0499                          SUPERSEDED SURVEY CONTROL
 HC0499
 HC0499  NGVD 29 (??/??/92)  393.653  (m)         1291.51   (f) ADJ UNCH    2 0
 HC0499
 HC0499.Superseded values are not recommended for survey control.
 HC0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0499.See file dsdata.txt to determine how the superseded data were derived.
 HC0499
 HC0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB374481(NAD 83)
 HC0499_MARKER: DD = SURVEY DISK
 HC0499_SETTING: 80 = SET IN A BOULDER
 HC0499_SP_SET: BOULDER
 HC0499_STAMPING: 1291 MO
 HC0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0499+STABILITY: SURFACE MOTION
 HC0499
 HC0499  HISTORY     - Date     Condition        Report By
 HC0499  HISTORY     - UNK      MONUMENTED       USGS
 HC0499  HISTORY     - 1934     GOOD             NGS
 HC0499  HISTORY     - 1935     POOR             NGS
 HC0499  HISTORY     - 1977     GOOD             NGS
 HC0499  HISTORY     - 1977     GOOD             NGS
 HC0499
 HC0499                          STATION DESCRIPTION
 HC0499
 HC0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0499'14.2 MI S FROM SALEM.
 HC0499'14.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0499'AT SALEM, DENT COUNTY, 1.8 MILES SOUTH OF THE POST OFFICE AT
 HC0499'GLADDEN, 225 FEET SOUTH OF A SIDE ROAD LEADING SOUTHEAST, 220
 HC0499'FEET SOUTH OF THE ROAD LEADING EAST TO DAY MILL, 180 FEET NORTHEAST
 HC0499'OF HUGH VANCES HOUSE, ON THE OUTSIDE OF A CURVE TO THE SOUTHWEST,
 HC0499'10 FEET WEST OF AN ABANDONED ROAD, 24 FEET EAST OF THE CENTERLINE
 HC0499'OF THE HIGHWAY, IN THE TOP OF A SANDSTONE BOULDER, AND 3 FEET
 HC0499'LOWER THAN THE HIGHWAY.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 HC0499'STAMPED 1291 MO.  NOTE-- IT WAS REPORTED IN 1935 THAT THE BOULDER
 HC0499'HAD PROBABLY BEEN MOVED FROM ITS ORIGINAL POSITION IN THE LEDGE
 HC0499'DURING ROAD CONSTRUCTION
 HC0499
 HC0499                          STATION RECOVERY (1935)
 HC0499
 HC0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HC0499'MARK RECOVERED IN POOR CONDITION.
 HC0499
 HC0499                          STATION RECOVERY (1977)
 HC0499
 HC0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0499'14.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE AT
 HC0499'SALEM 1.8 MILES SOUTH OF A CROSSROAD, 225 FEET SOUTH OF A SIDE ROAD
 HC0499'LEADING SOUTHEASTON THE OUTSIDE OF A CURVE TO THE SOUTHWEST, 10 FEET
 HC0499'WEST OF AN ABANDONED ROAD 24 FEET EAST OF THE CENTERLINE OF THE
 HC0499'HIGHWAY IN TOP OF A SAND STONE BOULDER.
 HC0499
 HC0499                          STATION RECOVERY (1977)
 HC0499
 HC0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0499'14.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE AT
 HC0499'SALEM 1.8 MILES SOUTH OF A CROSSROAD, 225 FEET SOUTH OF A SIDE ROAD
 HC0499'LEADING SOUTHEASTON THE OUTSIDE OF A CURVE TO THE SOUTHWEST, 10 FEET
 HC0499'WEST OF AN ABANDONED ROAD 24 FEET EAST OF THE CENTERLINE OF THE
 HC0499'HIGHWAY IN TOP OF A SAND STONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0252 ***********************************************************************
 HD0252  DESIGNATION -  1297.4
 HD0252  PID         -  HD0252
 HD0252  STATE/COUNTY-  MO/TEXAS
 HD0252  USGS QUAD   -  SUCCESS (1987)
 HD0252
 HD0252                         *CURRENT SURVEY CONTROL
 HD0252  ___________________________________________________________________
 HD0252* NAD 83(1986)-  37 28 27.     (N)    092 03 02.     (W)     SCALED    
 HD0252* NAVD 88     -       395.432  (meters)    1297.35   (feet)  ADJUSTED  
 HD0252  ___________________________________________________________________
 HD0252  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 HD0252  DYNAMIC HT  -         395.115 (meters)    1296.31  (feet)  COMP
 HD0252  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 HD0252
 HD0252  VERT ORDER  -  SECOND    CLASS 0
 HD0252
 HD0252.The horizontal coordinates were scaled from a topographic map and have
 HD0252.an estimated accuracy of +/- 6 seconds.
 HD0252
 HD0252.The orthometric height was determined by differential leveling
 HD0252.and adjusted by the National Geodetic Survey in June 1991..
 HD0252
 HD0252.The geoid height was determined by GEOID03.
 HD0252
 HD0252.The dynamic height is computed by dividing the NAVD 88
 HD0252.geopotential number by the normal gravity value computed on the
 HD0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0252.degrees latitude (g = 980.6199 gals.).
 HD0252
 HD0252.The modeled gravity was interpolated from observed gravity values.
 HD0252
 HD0252;                    North         East    Units  Estimated Accuracy
 HD0252;SPC MO C     -   182,170.      539,750.      MT  (+/- 180 meters Scaled)
 HD0252
 HD0252                          SUPERSEDED SURVEY CONTROL
 HD0252
 HD0252  NGVD 29 (??/??/92)  395.316  (m)         1296.97   (f) ADJ UNCH    2 0
 HD0252
 HD0252.Superseded values are not recommended for survey control.
 HD0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0252.See file dsdata.txt to determine how the superseded data were derived.
 HD0252
 HD0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB839478(NAD 83)
 HD0252_MARKER: Q = CHISELED SQUARE
 HD0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0252_SP_SET: CULVERT
 HD0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0252
 HD0252  HISTORY     - Date     Condition        Report By
 HD0252  HISTORY     - UNK      MONUMENTED       USGS
 HD0252  HISTORY     - 1935     GOOD             NGS
 HD0252  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0252  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0252
 HD0252                          STATION DESCRIPTION
 HD0252
 HD0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0252'2.9 MI NE FROM SUCCESS.
 HD0252'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION
 HD0252'OF STATE HIGHWAY 17 AT SUCCES, TEXAS COUNTY, AT VADA, AT A
 HD0252'CULVERT AND ON THE CONCRETE HEADWALL.  A CHISELED SQUARE.
 HD0252'NOTE-- THIS BENCH MARK MAY BE THE SAME MARK AS THAT DESCRIBED
 HD0252'ON PAGE 197, UNITED STATES GEOLOGICAL SURVEY BULLETIN 898-B,
 HD0252'SPIRIT LEVELING IN MISSOURI, PART 2, AS BEING ON THE CONCRETE
 HD0252'BASE OF A GASOLINE PUMP IN FRONT OF THE STORE AT VADA.  ANYONE
 HD0252'RECOVERING THE MARK OR MARKS WILL CONFER A FAVOR BY SUBMITTING
 HD0252'THE CORRECT DESCRIPTION DATA TO THE DIRECTOR, U.S. COAST AND
 HD0252'GEODETIC SURVEY, WASHINGTON 25, D.C.
 HD0252
 HD0252                          STATION RECOVERY (1977)
 HD0252
 HD0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0252'MARK NOT FOUND.
 HD0252
 HD0252                          STATION RECOVERY (1977)
 HD0252
 HD0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0347 ***********************************************************************
 KE0347  DESIGNATION -  13
 KE0347  PID         -  KE0347
 KE0347  STATE/COUNTY-  MO/BUCHANAN
 KE0347  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0347
 KE0347                         *CURRENT SURVEY CONTROL
 KE0347  ___________________________________________________________________
 KE0347* NAD 83(1986)-  39 42 43.     (N)    094 52 19.     (W)     SCALED    
 KE0347* NAVD 88     -       251.222  (meters)     824.22   (feet)  ADJUSTED  
 KE0347  ___________________________________________________________________
 KE0347  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KE0347  DYNAMIC HT  -         251.073 (meters)     823.73  (feet)  COMP
 KE0347  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 KE0347
 KE0347  VERT ORDER  -  FIRST     CLASS II
 KE0347
 KE0347.The horizontal coordinates were scaled from a topographic map and have
 KE0347.an estimated accuracy of +/- 6 seconds.
 KE0347
 KE0347.The orthometric height was determined by differential leveling
 KE0347.and adjusted by the National Geodetic Survey in June 1991..
 KE0347
 KE0347.The geoid height was determined by GEOID03.
 KE0347
 KE0347.The dynamic height is computed by dividing the NAVD 88
 KE0347.geopotential number by the normal gravity value computed on the
 KE0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0347.degrees latitude (g = 980.6199 gals.).
 KE0347
 KE0347.The modeled gravity was interpolated from observed gravity values.
 KE0347
 KE0347;                    North         East    Units  Estimated Accuracy
 KE0347;SPC MO W     -   393,550.      818,110.      MT  (+/- 180 meters Scaled)
 KE0347
 KE0347                          SUPERSEDED SURVEY CONTROL
 KE0347
 KE0347  NGVD 29 (??/??/92)  251.121  (m)          823.89   (f) ADJ UNCH    1 2
 KE0347
 KE0347.Superseded values are not recommended for survey control.
 KE0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0347.See file dsdata.txt to determine how the superseded data were derived.
 KE0347
 KE0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD395974(NAD 83)
 KE0347_MARKER: DB = BENCH MARK DISK
 KE0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0347_STAMPING: 13
 KE0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0347+STABILITY: SURFACE MOTION
 KE0347
 KE0347  HISTORY     - Date     Condition        Report By
 KE0347  HISTORY     - UNK      MONUMENTED       MO7070
 KE0347  HISTORY     - 1948     GOOD             NGS
 KE0347  HISTORY     - 1965     GOOD             NGS
 KE0347  HISTORY     - 1975     GOOD             LOCENG
 KE0347  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0347  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 KE0347
 KE0347                          STATION DESCRIPTION
 KE0347
 KE0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0347'AT ST JOSEPH.
 KE0347'AT ST. JOSEPH, IN THE SOUTHERN SECTION OF THE CITY LOCALLY
 KE0347'KNOWN AS SOUTH ST. JOSEPH, AT THE INTERSECTION OF LAKE AVENUE
 KE0347'AND ALABAMA BLVD., 15.4 FEET NORTH OF THE NORTHWEST CORNER OF
 KE0347'THE LAKE AVE. BAPTIST CHURCH, 16.5 FEET NORTHWEST OF THE NORTHEAST
 KE0347'CORNER OF THE TOP STEP AT THE FRONT OR NORTH ENTRANCE TO THE
 KE0347'CHURCH, 27.4 FEET EAST OF THE CENTER OF AN IRON MANHOLE COVER,
 KE0347'13.4 FEET EAST OF THE EAST CURB OF LAKE AVE., 2.8 FEET SOUTH OF
 KE0347'THE SOUTH CURB OF ALABAMA BLVD., 2.7 FEET EAST OF THE EAST EDGE
 KE0347'OF THE NORTH-SOUTH SIDEWALK, 2.5 FEET NORTH OF THE NORTH EDGE
 KE0347'OF THE EAST-WEST SIDEWALK, SET IN THE TOP OF A CONCRETE POST
 KE0347'ABOUT 0.2 FOOT BELOW GROUND LEVEL.
 KE0347
 KE0347                          STATION RECOVERY (1965)
 KE0347
 KE0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KE0347'RECOVERED IN GOOD CONDITION.
 KE0347
 KE0347                          STATION RECOVERY (1975)
 KE0347
 KE0347'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 KE0347'RECOVERED IN GOOD CONDITION.
 KE0347
 KE0347                          STATION RECOVERY (1989)
 KE0347
 KE0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0347'MARK NOT FOUND.
 KE0347
 KE0347                          STATION RECOVERY (2006)
 KE0347
 KE0347'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0347'THERE IS A CONCRETE SIDEWALK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0001 ***********************************************************************
 JE0001  DESIGNATION -  13 A
 JE0001  PID         -  JE0001
 JE0001  STATE/COUNTY-  MO/CASS
 JE0001  USGS QUAD   -  AUSTIN (1981)
 JE0001
 JE0001                         *CURRENT SURVEY CONTROL
 JE0001  ___________________________________________________________________
 JE0001* NAD 83(1986)-  38 30 25.     (N)    094 21 10.     (W)     SCALED    
 JE0001* NAVD 88     -       244.575  (meters)     802.41   (feet)  ADJUSTED  
 JE0001  ___________________________________________________________________
 JE0001  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0001  DYNAMIC HT  -         244.404 (meters)     801.85  (feet)  COMP
 JE0001  MODELED GRAV-     979,926.8   (mgal)                       NAVD 88
 JE0001
 JE0001  VERT ORDER  -  FIRST     CLASS II
 JE0001
 JE0001.The horizontal coordinates were scaled from a topographic map and have
 JE0001.an estimated accuracy of +/- 6 seconds.
 JE0001
 JE0001.The orthometric height was determined by differential leveling
 JE0001.and adjusted by the National Geodetic Survey in June 1991..
 JE0001
 JE0001.The geoid height was determined by GEOID03.
 JE0001
 JE0001.The dynamic height is computed by dividing the NAVD 88
 JE0001.geopotential number by the normal gravity value computed on the
 JE0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0001.degrees latitude (g = 980.6199 gals.).
 JE0001
 JE0001.The modeled gravity was interpolated from observed gravity values.
 JE0001
 JE0001;                    North         East    Units  Estimated Accuracy
 JE0001;SPC MO W     -   259,730.      862,840.      MT  (+/- 180 meters Scaled)
 JE0001
 JE0001                          SUPERSEDED SURVEY CONTROL
 JE0001
 JE0001  NGVD 29 (??/??/92)  244.461  (m)          802.04   (f) ADJ UNCH    1 2
 JE0001
 JE0001.Superseded values are not recommended for survey control.
 JE0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0001.See file dsdata.txt to determine how the superseded data were derived.
 JE0001
 JE0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC820629(NAD 83)
 JE0001_MARKER: Q = CHISELED SQUARE
 JE0001_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE0001_SP_SET: CONCRETE ABUTMENT
 JE0001_MARK LOGO: NONE  
 JE0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0001
 JE0001  HISTORY     - Date     Condition        Report By
 JE0001  HISTORY     - 1938     MONUMENTED       USGS
 JE0001  HISTORY     - 1963     GOOD             NGS
 JE0001
 JE0001                          STATION DESCRIPTION
 JE0001
 JE0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0001'2 MI N FROM ARCHIE.
 JE0001'ABOUT 1.95 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0001'THE STATION AT ARCHIE, AT THE SOUTH END OF A BRIDGE, 4 1/2 FEET
 JE0001'WEST OF THE WEST RAIL, 2 1/2 FEET EAST OF THE WEST END OF AN
 JE0001'ABUTMENT, ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN
 JE0001'THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTEMENT OF THE
 JE0001'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0473 ***********************************************************************
 JD0473  DESIGNATION -  13 CWA
 JD0473  PID         -  JD0473
 JD0473  STATE/COUNTY-  MO/COOPER
 JD0473  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0473
 JD0473                         *CURRENT SURVEY CONTROL
 JD0473  ___________________________________________________________________
 JD0473* NAD 83(1986)-  38 55 19.     (N)    092 58 59.     (W)     SCALED    
 JD0473* NAVD 88     -       186.293  (meters)     611.20   (feet)  ADJUSTED  
 JD0473  ___________________________________________________________________
 JD0473  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0473  DYNAMIC HT  -         186.174 (meters)     610.81  (feet)  COMP
 JD0473  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 JD0473
 JD0473  VERT ORDER  -  SECOND    CLASS 0
 JD0473
 JD0473.The horizontal coordinates were scaled from a topographic map and have
 JD0473.an estimated accuracy of +/- 6 seconds.
 JD0473
 JD0473.The orthometric height was determined by differential leveling
 JD0473.and adjusted by the National Geodetic Survey in June 1991..
 JD0473
 JD0473.The geoid height was determined by GEOID03.
 JD0473
 JD0473.The dynamic height is computed by dividing the NAVD 88
 JD0473.geopotential number by the normal gravity value computed on the
 JD0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0473.degrees latitude (g = 980.6199 gals.).
 JD0473
 JD0473.The modeled gravity was interpolated from observed gravity values.
 JD0473
 JD0473;                    North         East    Units  Estimated Accuracy
 JD0473;SPC MO C     -   342,880.      458,110.      MT  (+/- 180 meters Scaled)
 JD0473
 JD0473                          SUPERSEDED SURVEY CONTROL
 JD0473
 JD0473  NGVD 29 (??/??/92)  186.208  (m)          610.92   (f) ADJ UNCH    2 0
 JD0473
 JD0473.Superseded values are not recommended for survey control.
 JD0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0473.See file dsdata.txt to determine how the superseded data were derived.
 JD0473
 JD0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD014081(NAD 83)
 JD0473_MARKER: DD = SURVEY DISK
 JD0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0473_SP_SET: BRIDGE
 JD0473_STAMPING: 13 CWA 1934
 JD0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0473
 JD0473  HISTORY     - Date     Condition        Report By
 JD0473  HISTORY     - 1934     MONUMENTED       USGS
 JD0473  HISTORY     - 1963     GOOD             NGS
 JD0473
 JD0473                          STATION DESCRIPTION
 JD0473
 JD0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0473'8.8 MI NW FROM PILOT GROVE.
 JD0473'ABOUT 1.0 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE
 JD0473'MISSOURI KANSAS TEXAS RAILROAD STATION AT PILOT GROVE, THENCE
 JD0473'1.05 MILES WEST ALONG A GRADED ROAD, THENCE 1.65 MILES WEST ALONG
 JD0473'A TRACK ROAD, THENCE 1.7 MILES NORTH ALONG A GRADED ROAD, THENCE
 JD0473'1.7 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE 1.65 MILES
 JD0473'NORTHEAST ALONG A GRADED ROAD, SET IN THE TOP OF THE NORTHEAST END
 JD0473'OF THE NORTH CONCRETE WING WALL OF A STEEL-GIRDERED BRIDGE OVER
 JD0473'THE LAMINE RIVER, 11 FEET EAST OF THE CENTERLINE OF THE ROAD,
 JD0473'6.5 FEET NORTHEAST OF THE NORTH END OF A METAL GUARDRAIL, 2.4
 JD0473'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE WING WALL, AND ABOUT
 JD0473'1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0342 ***********************************************************************
 GE0342  DESIGNATION -  13 J
 GE0342  PID         -  GE0342
 GE0342  STATE/COUNTY-  MO/RIPLEY
 GE0342  USGS QUAD   -  DONIPHAN NORTH (1997)
 GE0342
 GE0342                         *CURRENT SURVEY CONTROL
 GE0342  ___________________________________________________________________
 GE0342* NAD 83(1986)-  36 38 09.     (N)    090 52 19.     (W)     SCALED    
 GE0342* NAVD 88     -       138.806  (meters)     455.40   (feet)  ADJUSTED  
 GE0342  ___________________________________________________________________
 GE0342  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GE0342  DYNAMIC HT  -         138.693 (meters)     455.03  (feet)  COMP
 GE0342  MODELED GRAV-     979,816.7   (mgal)                       NAVD 88
 GE0342
 GE0342  VERT ORDER  -  SECOND    CLASS 0
 GE0342
 GE0342.The horizontal coordinates were scaled from a topographic map and have
 GE0342.an estimated accuracy of +/- 6 seconds.
 GE0342
 GE0342.The orthometric height was determined by differential leveling
 GE0342.and adjusted by the National Geodetic Survey in June 1991..
 GE0342
 GE0342.The geoid height was determined by GEOID03.
 GE0342
 GE0342.The dynamic height is computed by dividing the NAVD 88
 GE0342.geopotential number by the normal gravity value computed on the
 GE0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0342.degrees latitude (g = 980.6199 gals.).
 GE0342
 GE0342.The modeled gravity was interpolated from observed gravity values.
 GE0342
 GE0342;                    North         East    Units  Estimated Accuracy
 GE0342;SPC MO E     -    89,110.      216,740.      MT  (+/- 180 meters Scaled)
 GE0342
 GE0342                          SUPERSEDED SURVEY CONTROL
 GE0342
 GE0342  NGVD 29 (??/??/92)  138.719  (m)          455.11   (f) ADJ UNCH    2 0
 GE0342
 GE0342.Superseded values are not recommended for survey control.
 GE0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0342.See file dsdata.txt to determine how the superseded data were derived.
 GE0342
 GE0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA902565(NAD 83)
 GE0342_MARKER: DD = SURVEY DISK
 GE0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0342_SP_SET: CULVERT
 GE0342_STAMPING: 455 13 J 1933
 GE0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0342
 GE0342  HISTORY     - Date     Condition        Report By
 GE0342  HISTORY     - 1933     MONUMENTED       USGS
 GE0342  HISTORY     - 20040517 MARK NOT FOUND   USACE
 GE0342
 GE0342                          STATION DESCRIPTION
 GE0342
 GE0342'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GE0342'2.7 MI NW FROM DONIPHAN.
 GE0342'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE CURRENT RIVER
 GE0342'BRIDGE AT DONIPHAN, RIPLEY COUNTY, AT THE JUNCTION OF A ROAD
 GE0342'LEADING NORTH, 25 FEET SOUTH AND 25 FEET EAST OF THE JUNCTION,
 GE0342'AND IN THE TOP OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.  A
 GE0342'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 455 13 J 1933.
 GE0342
 GE0342                          STATION RECOVERY (2004)
 GE0342
 GE0342'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GE0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0375 ***********************************************************************
 JD0375  DESIGNATION -  13 L
 JD0375  PID         -  JD0375
 JD0375  STATE/COUNTY-  MO/MONITEAU
 JD0375  USGS QUAD   -  TIPTON (1979)
 JD0375
 JD0375                         *CURRENT SURVEY CONTROL
 JD0375  ___________________________________________________________________
 JD0375* NAD 83(1986)-  38 39 48.     (N)    092 49 15.     (W)     SCALED    
 JD0375* NAVD 88     -       289.311  (meters)     949.18   (feet)  ADJUSTED  
 JD0375  ___________________________________________________________________
 JD0375  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0375  DYNAMIC HT  -         289.113 (meters)     948.53  (feet)  COMP
 JD0375  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 JD0375
 JD0375  VERT ORDER  -  FIRST     CLASS II
 JD0375
 JD0375.The horizontal coordinates were scaled from a topographic map and have
 JD0375.an estimated accuracy of +/- 6 seconds.
 JD0375
 JD0375.The orthometric height was determined by differential leveling
 JD0375.and adjusted by the National Geodetic Survey in June 1991..
 JD0375
 JD0375.The geoid height was determined by GEOID03.
 JD0375
 JD0375.The dynamic height is computed by dividing the NAVD 88
 JD0375.geopotential number by the normal gravity value computed on the
 JD0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0375.degrees latitude (g = 980.6199 gals.).
 JD0375
 JD0375.The modeled gravity was interpolated from observed gravity values.
 JD0375
 JD0375;                    North         East    Units  Estimated Accuracy
 JD0375;SPC MO C     -   314,110.      472,080.      MT  (+/- 180 meters Scaled)
 JD0375
 JD0375                          SUPERSEDED SURVEY CONTROL
 JD0375
 JD0375  NGVD 29 (??/??/92)  289.209  (m)          948.85   (f) ADJ UNCH    1 2
 JD0375
 JD0375.Superseded values are not recommended for survey control.
 JD0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0375.See file dsdata.txt to determine how the superseded data were derived.
 JD0375
 JD0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC155794(NAD 83)
 JD0375_MARKER: DD = SURVEY DISK
 JD0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0375_STAMPING: 13 L 1936 948
 JD0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0375+STABILITY: SURFACE MOTION
 JD0375
 JD0375  HISTORY     - Date     Condition        Report By
 JD0375  HISTORY     - 1936     MONUMENTED       USGS
 JD0375  HISTORY     - 1963     GOOD             NGS
 JD0375  HISTORY     - 20041107 POOR             GEOCAC
 JD0375
 JD0375                          STATION DESCRIPTION
 JD0375
 JD0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0375'2.4 MI W FROM TIPTON.
 JD0375'ABOUT 2.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0375'STATION AT TIPTON, 3 POLES EAST ACROSS THE TRACK AND U.S. HIGHWAY
 JD0375'50 FROM MILEPOLE 165-10, SOUTHEAST OF A ROAD INTERSECTION, 115.5
 JD0375'FEET SOUTH ACROSS THE HIGHWAY FROM THE SOUTH RAIL, 37 FEET SOUTH
 JD0375'OF THE CENTERLINE OF U.S. HIGHWAY 50, 39 FEET EAST OF THE
 JD0375'CENTERLINE OF A NORTH-SOUTH ROAD, 2 FEET NORTH OF A FENCE, 1.0
 JD0375'FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 JD0375'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 JD0375
 JD0375                          STATION RECOVERY (2004)
 JD0375
 JD0375'RECOVERY NOTE BY GEOCACHING 2004 (KHK)
 JD0375'THE MONUMENT IS TILTED TO THE EAST, NOW ABOUT 30 DEGREES FROM
 JD0375'HORIZONTAL.  THE DISK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0034 ***********************************************************************
 GE0034  DESIGNATION -  13 M
 GE0034  PID         -  GE0034
 GE0034  STATE/COUNTY-  MO/STODDARD
 GE0034  USGS QUAD   -  FISK (1962)
 GE0034
 GE0034                         *CURRENT SURVEY CONTROL
 GE0034  ___________________________________________________________________
 GE0034* NAD 83(1986)-  36 46 58.     (N)    090 11 08.     (W)     SCALED    
 GE0034* NAVD 88     -       100.527  (meters)     329.81   (feet)  ADJUSTED  
 GE0034  ___________________________________________________________________
 GE0034  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GE0034  DYNAMIC HT  -         100.448 (meters)     329.55  (feet)  COMP
 GE0034  MODELED GRAV-     979,849.0   (mgal)                       NAVD 88
 GE0034
 GE0034  VERT ORDER  -  SECOND    CLASS 0
 GE0034
 GE0034.The horizontal coordinates were scaled from a topographic map and have
 GE0034.an estimated accuracy of +/- 6 seconds.
 GE0034
 GE0034.The orthometric height was determined by differential leveling
 GE0034.and adjusted by the National Geodetic Survey in June 1991..
 GE0034
 GE0034.The geoid height was determined by GEOID03.
 GE0034
 GE0034.The dynamic height is computed by dividing the NAVD 88
 GE0034.geopotential number by the normal gravity value computed on the
 GE0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0034.degrees latitude (g = 980.6199 gals.).
 GE0034
 GE0034.The modeled gravity was interpolated from observed gravity values.
 GE0034
 GE0034;                    North         East    Units  Estimated Accuracy
 GE0034;SPC MO E     -   105,390.      278,070.      MT  (+/- 180 meters Scaled)
 GE0034
 GE0034                          SUPERSEDED SURVEY CONTROL
 GE0034
 GE0034  NGVD 29 (??/??/92)  100.55   (m)          329.9    (f) COMPUTED    2 0
 GE0034
 GE0034.Superseded values are not recommended for survey control.
 GE0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0034.See file dsdata.txt to determine how the superseded data were derived.
 GE0034
 GE0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA511744(NAD 83)
 GE0034_MARKER: DD = SURVEY DISK
 GE0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0034+STABILITY: SURFACE MOTION
 GE0034
 GE0034  HISTORY     - Date     Condition        Report By
 GE0034  HISTORY     - UNK      MONUMENTED       USGS
 GE0034  HISTORY     - 1933     GOOD             NGS
 GE0034
 GE0034                          STATION DESCRIPTION
 GE0034
 GE0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GE0034'1 MI E FROM FISK.
 GE0034'1 MILE EAST BY RAIL LOCATED 62.7 FT. NORTH OF CENTERLINE OF
 GE0034'HIGHWAY U.S. 60, 72.5 FT. EAST OF CENTERLINE OF HIGHWAY (STATE)
 GE0034'51, 30.8 FT. WEST OF PRESENT FENCE CORNER, GRADING OPERATIONS
 GE0034'HAVE LEFT THIS MARK ON A MOUND ABOVE FIVE FEET SQUARE, WHICH IS
 GE0034'ABOUT THREE FEET HIGHER THAN THE SURROUNDING BORROW PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0035 ***********************************************************************
 GE0035  DESIGNATION -  13 M RESET
 GE0035  PID         -  GE0035
 GE0035  STATE/COUNTY-  MO/STODDARD
 GE0035  USGS QUAD   -  FISK (1962)
 GE0035
 GE0035                         *CURRENT SURVEY CONTROL
 GE0035  ___________________________________________________________________
 GE0035* NAD 83(1986)-  36 47 01.     (N)    090 11 08.     (W)     SCALED    
 GE0035* NAVD 88     -       100.60   (meters)     330.1    (feet)  RESET     
 GE0035  ___________________________________________________________________
 GE0035  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GE0035
 GE0035  VERT ORDER  -  THIRD
 GE0035
 GE0035.The horizontal coordinates were scaled from a topographic map and have
 GE0035.an estimated accuracy of +/- 6 seconds.
 GE0035
 GE0035.The orthometric height was computed from unverified reset data.
 GE0035.No vertical observational check was made to the station.
 GE0035
 GE0035.The geoid height was determined by GEOID03.
 GE0035
 GE0035;                    North         East    Units  Estimated Accuracy
 GE0035;SPC MO E     -   105,490.      278,070.      MT  (+/- 180 meters Scaled)
 GE0035
 GE0035                          SUPERSEDED SURVEY CONTROL
 GE0035
 GE0035  NGVD 29 (??/??/??)  100.62   (m)          330.1    (f) RESET       3  
 GE0035
 GE0035.Superseded values are not recommended for survey control.
 GE0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0035.See file dsdata.txt to determine how the superseded data were derived.
 GE0035
 GE0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA511745(NAD 83)
 GE0035_MARKER: DD = SURVEY DISK
 GE0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0035_SP_SET: CONCRETE
 GE0035_STAMPING: 13 M 1931 RESET 1957
 GE0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0035
 GE0035  HISTORY     - Date     Condition        Report By
 GE0035  HISTORY     - 1957     MONUMENTED       USGS
 GE0035  HISTORY     - 1957     GOOD             MOHC
 GE0035  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0035
 GE0035                          STATION DESCRIPTION
 GE0035
 GE0035'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1957
 GE0035'1 MI E FROM FISK.
 GE0035'IN STODDARD COUNTY, ABOUT 1 MILE EAST OF FISK, 176.5 FEET EAST
 GE0035'AND 41.0 FEET NORTH OF THE NORTHWEST CORNER OF NE 1/4 SW 1/4
 GE0035'SEC. 27, T 25 N, R 8 E, 178.8 FEET EAST AND 325.7 FEET NORTH
 GE0035'OF THE INTERSECTION OF STATE HIGHWAY 51 AND U.S. HIGHWAY 60,
 GE0035'AND SET IN CONCRETE.
 GE0035
 GE0035                          STATION RECOVERY (2002)
 GE0035
 GE0035'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0036 ***********************************************************************
 GE0036  DESIGNATION -  13 M RM
 GE0036  PID         -  GE0036
 GE0036  STATE/COUNTY-  MO/STODDARD
 GE0036  USGS QUAD   -  FISK (1962)
 GE0036
 GE0036                         *CURRENT SURVEY CONTROL
 GE0036  ___________________________________________________________________
 GE0036* NAD 83(1986)-  36 46 58.     (N)    090 11 11.     (W)     SCALED    
 GE0036* NAVD 88     -       100.397  (meters)     329.39   (feet)  ADJUSTED  
 GE0036  ___________________________________________________________________
 GE0036  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GE0036  DYNAMIC HT  -         100.318 (meters)     329.13  (feet)  COMP
 GE0036  MODELED GRAV-     979,848.9   (mgal)                       NAVD 88
 GE0036
 GE0036  VERT ORDER  -  SECOND    CLASS 0
 GE0036
 GE0036.The horizontal coordinates were scaled from a topographic map and have
 GE0036.an estimated accuracy of +/- 6 seconds.
 GE0036
 GE0036.The orthometric height was determined by differential leveling
 GE0036.and adjusted by the National Geodetic Survey in June 1991..
 GE0036
 GE0036.The geoid height was determined by GEOID03.
 GE0036
 GE0036.The dynamic height is computed by dividing the NAVD 88
 GE0036.geopotential number by the normal gravity value computed on the
 GE0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0036.degrees latitude (g = 980.6199 gals.).
 GE0036
 GE0036.The modeled gravity was interpolated from observed gravity values.
 GE0036
 GE0036;                    North         East    Units  Estimated Accuracy
 GE0036;SPC MO E     -   105,390.      277,990.      MT  (+/- 180 meters Scaled)
 GE0036
 GE0036                          SUPERSEDED SURVEY CONTROL
 GE0036
 GE0036  NGVD 29 (??/??/92)  100.416  (m)          329.45   (f) ADJ UNCH    2 0
 GE0036
 GE0036.Superseded values are not recommended for survey control.
 GE0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0036.See file dsdata.txt to determine how the superseded data were derived.
 GE0036
 GE0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA510744(NAD 83)
 GE0036_MARKER: Q = CHISELED SQUARE
 GE0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0036_SP_SET: CULVERT
 GE0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0036
 GE0036  HISTORY     - Date     Condition        Report By
 GE0036  HISTORY     - UNK      MONUMENTED       USGS
 GE0036  HISTORY     - 1933     GOOD             NGS
 GE0036
 GE0036                          STATION DESCRIPTION
 GE0036
 GE0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GE0036'1 MI E FROM FISK.
 GE0036'IN STODDARD COUNTY, 1 MILE EAST ALONG THE MISSOURI PACIFIC
 GE0036'RAILROAD FROM FISK BUTLER COUNTY, 63 FEET NORTH OF THE CENTERLINE
 GE0036'OF U.S. HIGHWAY 60, AND ON THE TOP OF THE WEST HEADWALL OF A
 GE0036'CULVERT ON STATE HIGHWAY 51.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0540 ***********************************************************************
 JD0540  DESIGNATION -  13 WR
 JD0540  PID         -  JD0540
 JD0540  STATE/COUNTY-  MO/COOPER
 JD0540  USGS QUAD   -  TIPTON (1979)
 JD0540
 JD0540                         *CURRENT SURVEY CONTROL
 JD0540  ___________________________________________________________________
 JD0540* NAD 83(1986)-  38 43 41.     (N)    092 51 10.     (W)     SCALED    
 JD0540* NAVD 88     -       269.134  (meters)     882.98   (feet)  ADJUSTED  
 JD0540  ___________________________________________________________________
 JD0540  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0540  DYNAMIC HT  -         268.953 (meters)     882.39  (feet)  COMP
 JD0540  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 JD0540
 JD0540  VERT ORDER  -  SECOND    CLASS 0
 JD0540
 JD0540.The horizontal coordinates were scaled from a topographic map and have
 JD0540.an estimated accuracy of +/- 6 seconds.
 JD0540
 JD0540.The orthometric height was determined by differential leveling
 JD0540.and adjusted by the National Geodetic Survey in June 1991..
 JD0540
 JD0540.The geoid height was determined by GEOID03.
 JD0540
 JD0540.The dynamic height is computed by dividing the NAVD 88
 JD0540.geopotential number by the normal gravity value computed on the
 JD0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0540.degrees latitude (g = 980.6199 gals.).
 JD0540
 JD0540.The modeled gravity was interpolated from observed gravity values.
 JD0540
 JD0540;                    North         East    Units  Estimated Accuracy
 JD0540;SPC MO C     -   321,300.      469,330.      MT  (+/- 180 meters Scaled)
 JD0540
 JD0540                          SUPERSEDED SURVEY CONTROL
 JD0540
 JD0540  NGVD 29 (??/??/92)  269.039  (m)          882.67   (f) ADJ UNCH    2 0
 JD0540
 JD0540.Superseded values are not recommended for survey control.
 JD0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0540.See file dsdata.txt to determine how the superseded data were derived.
 JD0540
 JD0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC127866(NAD 83)
 JD0540_MARKER: DD = SURVEY DISK
 JD0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0540_STAMPING: 13 WR 883 1948
 JD0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0540+STABILITY: SURFACE MOTION
 JD0540
 JD0540  HISTORY     - Date     Condition        Report By
 JD0540  HISTORY     - 1948     MONUMENTED       USGS
 JD0540  HISTORY     - 1963     GOOD             NGS
 JD0540
 JD0540                          STATION DESCRIPTION
 JD0540
 JD0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0540'5 MI NE FROM SYRACUSE.
 JD0540'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0540'STATION AT SYRACUSE, THENCE 4.2 MILES NORTH ALONG STATE HIGHWAY
 JD0540'5, NEAR THE CREST OF A HILL AND ACROSS THE HIGHWAY FROM A BARN,
 JD0540'39.7 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 108 FEET NORTH OF
 JD0540'A POWER POLE BRACED BY A GUY WIRE AND SUPPORTING A TRANSFORMER,
 JD0540'12 FEET SOUTHWEST OF A FENCE CORNER, 1.0 FOOT NORTH OF A WITNESS
 JD0540'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 JD0540'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0025 ***********************************************************************
 HD0025  DESIGNATION -  1304.7
 HD0025  PID         -  HD0025
 HD0025  STATE/COUNTY-  MO/TEXAS
 HD0025  USGS QUAD   -  ROBY (1982)
 HD0025
 HD0025                         *CURRENT SURVEY CONTROL
 HD0025  ___________________________________________________________________
 HD0025* NAD 83(1986)-  37 30 19.     (N)    092 12 16.     (W)     SCALED    
 HD0025* NAVD 88     -       397.697  (meters)    1304.78   (feet)  ADJUSTED  
 HD0025  ___________________________________________________________________
 HD0025  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 HD0025  DYNAMIC HT  -         397.379 (meters)    1303.73  (feet)  COMP
 HD0025  MODELED GRAV-     979,817.6   (mgal)                       NAVD 88
 HD0025
 HD0025  VERT ORDER  -  SECOND    CLASS 0
 HD0025
 HD0025.The horizontal coordinates were scaled from a topographic map and have
 HD0025.an estimated accuracy of +/- 6 seconds.
 HD0025
 HD0025.The orthometric height was determined by differential leveling
 HD0025.and adjusted by the National Geodetic Survey in June 1991..
 HD0025
 HD0025.The geoid height was determined by GEOID03.
 HD0025
 HD0025.The dynamic height is computed by dividing the NAVD 88
 HD0025.geopotential number by the normal gravity value computed on the
 HD0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0025.degrees latitude (g = 980.6199 gals.).
 HD0025
 HD0025.The modeled gravity was interpolated from observed gravity values.
 HD0025
 HD0025;                    North         East    Units  Estimated Accuracy
 HD0025;SPC MO C     -   185,570.      526,130.      MT  (+/- 180 meters Scaled)
 HD0025
 HD0025                          SUPERSEDED SURVEY CONTROL
 HD0025
 HD0025  NGVD 29 (??/??/92)  397.584  (m)         1304.41   (f) ADJ UNCH    2 0
 HD0025
 HD0025.Superseded values are not recommended for survey control.
 HD0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0025.See file dsdata.txt to determine how the superseded data were derived.
 HD0025
 HD0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB703512(NAD 83)
 HD0025_MARKER: Q = CHISELED SQUARE
 HD0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0025_SP_SET: CULVERT
 HD0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0025
 HD0025  HISTORY     - Date     Condition        Report By
 HD0025  HISTORY     - UNK      MONUMENTED       USGS
 HD0025  HISTORY     - 1935     GOOD             NGS
 HD0025
 HD0025                          STATION DESCRIPTION
 HD0025
 HD0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0025'1.1 MI E FROM PLATO.
 HD0025'1.1 MILES EAST ALONG STATE HIGHWAY 32 FROM PLATO, TEXAS COUNTY,
 HD0025'IN THE SOUTH HALF OF SECTION 1, T 32 N, R 12 W, 200 YARDS
 HD0025'NORTHWEST OF BENCH MARK G 113 DESCRIBED BELOW, AT A CONCRETE
 HD0025'CULVERT AND ON THE EAST END OF THE SOUTH HEADWALL.  A CHISELED
 HD0025'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0314 ***********************************************************************
 HD0314  DESIGNATION -  1305.9
 HD0314  PID         -  HD0314
 HD0314  STATE/COUNTY-  MO/WRIGHT
 HD0314  USGS QUAD   -  MANSFIELD NE (1985)
 HD0314
 HD0314                         *CURRENT SURVEY CONTROL
 HD0314  ___________________________________________________________________
 HD0314* NAD 83(1986)-  37 14 04.     (N)    092 30 54.     (W)     SCALED    
 HD0314* NAVD 88     -       398.17   (+/-2cm)    1306.3    (feet)  VERTCON   
 HD0314  ___________________________________________________________________
 HD0314  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HD0314
 HD0314  VERT ORDER  -  ? (See Below)
 HD0314
 HD0314.The horizontal coordinates were scaled from a topographic map and have
 HD0314.an estimated accuracy of +/- 6 seconds.
 HD0314
 HD0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD0314.The vertical order pertains to the NGVD 29 superseded value.
 HD0314
 HD0314.The geoid height was determined by GEOID03.
 HD0314
 HD0314;                    North         East    Units  Estimated Accuracy
 HD0314;SPC MO C     -   155,470.      498,670.      MT  (+/- 180 meters Scaled)
 HD0314
 HD0314                          SUPERSEDED SURVEY CONTROL
 HD0314
 HD0314  NGVD 29 (??/??/92)  398.038  (m)         1305.90   (f) ADJ UNCH    ?  
 HD0314
 HD0314.Superseded values are not recommended for survey control.
 HD0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0314.See file dsdata.txt to determine how the superseded data were derived.
 HD0314
 HD0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB430209(NAD 83)
 HD0314_MARKER: Q = CHISELED SQUARE
 HD0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0314_SP_SET: CULVERT
 HD0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0314
 HD0314  HISTORY     - Date     Condition        Report By
 HD0314  HISTORY     - UNK      MONUMENTED       USGS
 HD0314  HISTORY     - 1934     GOOD             NGS
 HD0314  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0314  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0314
 HD0314                          STATION DESCRIPTION
 HD0314
 HD0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0314'1.4 MI S FROM HARTVILLE.
 HD0314'1.4 MILES SOUTH ALONG STATE HIGHWAY 5 FROM HARTVILLE, WRIGHT
 HD0314'COUNTY, 30 FEET EAST OF THE ORRAL CLAYTON MAILBOX, AND ON THE
 HD0314'SOUTH END OF A STEEL CULVERT.  A CHISELED SQUARE.
 HD0314
 HD0314                          STATION RECOVERY (1977)
 HD0314
 HD0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0314'MARK NOT FOUND.
 HD0314
 HD0314                          STATION RECOVERY (1977)
 HD0314
 HD0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0487 ***********************************************************************
 HD0487  DESIGNATION -  131 M
 HD0487  PID         -  HD0487
 HD0487  STATE/COUNTY-  MO/CAMDEN
 HD0487  USGS QUAD   -  MACKS CREEK (1982)
 HD0487
 HD0487                         *CURRENT SURVEY CONTROL
 HD0487  ___________________________________________________________________
 HD0487* NAD 83(1986)-  37 58 09.     (N)    092 55 58.     (W)     SCALED    
 HD0487* NAVD 88     -       323.332  (meters)    1060.80   (feet)  ADJUSTED  
 HD0487  ___________________________________________________________________
 HD0487  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HD0487  DYNAMIC HT  -         323.090 (meters)    1060.00  (feet)  COMP
 HD0487  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 HD0487
 HD0487  VERT ORDER  -  SECOND    CLASS 0
 HD0487
 HD0487.The horizontal coordinates were scaled from a topographic map and have
 HD0487.an estimated accuracy of +/- 6 seconds.
 HD0487
 HD0487.The orthometric height was determined by differential leveling
 HD0487.and adjusted by the National Geodetic Survey in June 1991..
 HD0487
 HD0487.The geoid height was determined by GEOID03.
 HD0487
 HD0487.The dynamic height is computed by dividing the NAVD 88
 HD0487.geopotential number by the normal gravity value computed on the
 HD0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0487.degrees latitude (g = 980.6199 gals.).
 HD0487
 HD0487.The modeled gravity was interpolated from observed gravity values.
 HD0487
 HD0487;                    North         East    Units  Estimated Accuracy
 HD0487;SPC MO C     -   237,100.      461,980.      MT  (+/- 180 meters Scaled)
 HD0487
 HD0487                          SUPERSEDED SURVEY CONTROL
 HD0487
 HD0487  NGVD 29 (??/??/92)  323.224  (m)         1060.44   (f) ADJ UNCH    2 0
 HD0487
 HD0487.Superseded values are not recommended for survey control.
 HD0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0487.See file dsdata.txt to determine how the superseded data were derived.
 HD0487
 HD0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC059023(NAD 83)
 HD0487_MARKER: DD = SURVEY DISK
 HD0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0487_STAMPING: 131 M 1931
 HD0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0487+STABILITY: SURFACE MOTION
 HD0487
 HD0487  HISTORY     - Date     Condition        Report By
 HD0487  HISTORY     - 1931     MONUMENTED       USGS
 HD0487  HISTORY     - 1934     GOOD             NGS
 HD0487  HISTORY     - 1968     GOOD             USGS
 HD0487
 HD0487                          STATION DESCRIPTION
 HD0487
 HD0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0487'2.1 MI E FROM MACKS CREEK.
 HD0487'2.1 MILES EAST ALONG U.S. HIGHWAY 54 FROM MACKS CREEK, IN THE
 HD0487'NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8, T 37 N,
 HD0487'R 18 W, AT A ROAD INTERSECTION, 45 FEET SOUTH OF THE HIGHWAY,
 HD0487'27 FEET WEST OF THE ROAD LEADING SOUTH TO CHAPEL BLUFF, 10 FEET
 HD0487'WEST OF THE PROLONGATION OF THE ROAD TO THE NORTH, AND 10 FEET
 HD0487'WEST AND 4 FEET NORTH OF A FENCE CORNER.  A UNITED STATES
 HD0487'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 131 M 1931 AND SET
 HD0487'IN THE TOP OF A CONCRETE POST.
 HD0487
 HD0487                          STATION RECOVERY (1968)
 HD0487
 HD0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HD0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0775 ***********************************************************************
 HD0775  DESIGNATION -  132
 HD0775  PID         -  HD0775
 HD0775  STATE/COUNTY-  MO/CEDAR
 HD0775  USGS QUAD   -  BEARCREEK (1981)
 HD0775
 HD0775                         *CURRENT SURVEY CONTROL
 HD0775  ___________________________________________________________________
 HD0775* NAD 83(1986)-  37 37 54.     (N)    093 39 01.     (W)     SCALED    
 HD0775* NAVD 88     -       306.598  (meters)    1005.90   (feet)  ADJUSTED  
 HD0775  ___________________________________________________________________
 HD0775  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HD0775  DYNAMIC HT  -         306.363 (meters)    1005.13  (feet)  COMP
 HD0775  MODELED GRAV-     979,854.7   (mgal)                       NAVD 88
 HD0775
 HD0775  VERT ORDER  -  SECOND    CLASS 0
 HD0775
 HD0775.The horizontal coordinates were scaled from a topographic map and have
 HD0775.an estimated accuracy of +/- 6 seconds.
 HD0775
 HD0775.The orthometric height was determined by differential leveling
 HD0775.and adjusted by the National Geodetic Survey in June 1991..
 HD0775
 HD0775.The geoid height was determined by GEOID03.
 HD0775
 HD0775.The dynamic height is computed by dividing the NAVD 88
 HD0775.geopotential number by the normal gravity value computed on the
 HD0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0775.degrees latitude (g = 980.6199 gals.).
 HD0775
 HD0775.The modeled gravity was interpolated from observed gravity values.
 HD0775
 HD0775;                    North         East    Units  Estimated Accuracy
 HD0775;SPC MO W     -   162,910.      925,000.      MT  (+/- 180 meters Scaled)
 HD0775
 HD0775                          SUPERSEDED SURVEY CONTROL
 HD0775
 HD0775  NGVD 29 (??/??/92)  306.479  (m)         1005.51   (f) ADJ UNCH    2 0
 HD0775
 HD0775.Superseded values are not recommended for survey control.
 HD0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0775.See file dsdata.txt to determine how the superseded data were derived.
 HD0775
 HD0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB426651(NAD 83)
 HD0775_MARKER: DD = SURVEY DISK
 HD0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0775_STAMPING: 132 1934
 HD0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0775+STABILITY: SURFACE MOTION
 HD0775
 HD0775  HISTORY     - Date     Condition        Report By
 HD0775  HISTORY     - 1934     MONUMENTED       USGS
 HD0775  HISTORY     - 1940     GOOD             NGS
 HD0775
 HD0775                          STATION DESCRIPTION
 HD0775
 HD0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HD0775'4.3 MI W FROM FAIR PLAY.
 HD0775'IN CEDAR COUNTY, 4.3 MILES WEST ALONG STATE HIGHWAY 64 FROM THE
 HD0775'JUNCTION OF STATE HIGHWAY 13 AT FAIR PLAY, POLK COUNTY, 54 FEET
 HD0775'NORTHWEST OF THE INTERSECTION OF COUNTY ROAD C, 48 FEET WEST OF
 HD0775'THE COUNTY ROAD, AND 39 FEET NORTH OF THE HIGHWAY.  A U.S.
 HD0775'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 132 1934 AND SET IN THE
 HD0775'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0420 ***********************************************************************
 JD0420  DESIGNATION -  132 BOLT
 JD0420  PID         -  JD0420
 JD0420  STATE/COUNTY-  MO/COOPER
 JD0420  USGS QUAD   -  ROCHEPORT (1979)
 JD0420
 JD0420                         *CURRENT SURVEY CONTROL
 JD0420  ___________________________________________________________________
 JD0420* NAD 83(1986)-  38 56 10.     (N)    092 32 17.     (W)     SCALED    
 JD0420* NAVD 88     -       175.738  (meters)     576.57   (feet)  ADJUSTED  
 JD0420  ___________________________________________________________________
 JD0420  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JD0420  DYNAMIC HT  -         175.624 (meters)     576.19  (feet)  COMP
 JD0420  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 JD0420
 JD0420  VERT ORDER  -  FIRST     CLASS II
 JD0420
 JD0420.The horizontal coordinates were scaled from a topographic map and have
 JD0420.an estimated accuracy of +/- 6 seconds.
 JD0420
 JD0420.The orthometric height was determined by differential leveling
 JD0420.and adjusted by the National Geodetic Survey in June 1991..
 JD0420
 JD0420.The geoid height was determined by GEOID03.
 JD0420
 JD0420.The dynamic height is computed by dividing the NAVD 88
 JD0420.geopotential number by the normal gravity value computed on the
 JD0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0420.degrees latitude (g = 980.6199 gals.).
 JD0420
 JD0420.The modeled gravity was interpolated from observed gravity values.
 JD0420
 JD0420;                    North         East    Units  Estimated Accuracy
 JD0420;SPC MO C     -   344,340.      496,700.      MT  (+/- 180 meters Scaled)
 JD0420
 JD0420                          SUPERSEDED SURVEY CONTROL
 JD0420
 JD0420  NGVD 29 (??/??/92)  175.696  (m)          576.43   (f) ADJ UNCH    1 2
 JD0420
 JD0420.Superseded values are not recommended for survey control.
 JD0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0420.See file dsdata.txt to determine how the superseded data were derived.
 JD0420
 JD0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD400097(NAD 83)
 JD0420_MARKER: B = BOLT
 JD0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0420_SP_SET: STONE
 JD0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0420+STABILITY: SURFACE MOTION
 JD0420
 JD0420  HISTORY     - Date     Condition        Report By
 JD0420  HISTORY     - UNK      MONUMENTED       MORC
 JD0420  HISTORY     - 1948     GOOD             NGS
 JD0420  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0420
 JD0420                          STATION DESCRIPTION
 JD0420
 JD0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0420'2.2 MI SE FROM OVERTON.
 JD0420'1.0 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0420'GRADE CROSSING OF STATE HIGHWAY NO. 98 AT OVERTON, THENCE 1.2
 JD0420'MILES EAST ALONG THE OVERTON-WOOLDRIDGE ROAD, ABOUT 400.0 FEET
 JD0420'EAST OF A 90-DEGREE TURN WITH TANGENTS LEADING WEST AND SOUTH,
 JD0420'93.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE R.G. OERLY
 JD0420'FARMHOUSE, 83.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN
 JD0420'ON THE SOUTH SIDE OF THE ROAD, 36.5 FEET WEST OF A METER POLE,
 JD0420'27.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21.0 FEET WEST
 JD0420'OF THE CENTER LINE OF A PRIVATE DRIVE, AT THE SOUTHEAST CORNER
 JD0420'OF A CULTIVATED FIELD.  THE TOP OF A COPPER BOLT LEADED IN A
 JD0420'18-INCH STONE SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 JD0420'THROUGH AN IRON PIPE BEARING A MISSSOURI RIVER COMMISSION IRON
 JD0420'CAP.
 JD0420
 JD0420                          STATION RECOVERY (1986)
 JD0420
 JD0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0419 ***********************************************************************
 JD0419  DESIGNATION -  132 CAP
 JD0419  PID         -  JD0419
 JD0419  STATE/COUNTY-  MO/COOPER
 JD0419  USGS QUAD   -  ROCHEPORT (1979)
 JD0419
 JD0419                         *CURRENT SURVEY CONTROL
 JD0419  ___________________________________________________________________
 JD0419* NAD 83(1986)-  38 56 10.     (N)    092 32 18.     (W)     SCALED    
 JD0419* NAVD 88     -       176.976  (meters)     580.63   (feet)  ADJUSTED  
 JD0419  ___________________________________________________________________
 JD0419  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JD0419  DYNAMIC HT  -         176.861 (meters)     580.25  (feet)  COMP
 JD0419  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 JD0419
 JD0419  VERT ORDER  -  FIRST     CLASS II
 JD0419
 JD0419.The horizontal coordinates were scaled from a topographic map and have
 JD0419.an estimated accuracy of +/- 6 seconds.
 JD0419
 JD0419.The orthometric height was determined by differential leveling
 JD0419.and adjusted by the National Geodetic Survey in June 1991..
 JD0419
 JD0419.The geoid height was determined by GEOID03.
 JD0419
 JD0419.The dynamic height is computed by dividing the NAVD 88
 JD0419.geopotential number by the normal gravity value computed on the
 JD0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0419.degrees latitude (g = 980.6199 gals.).
 JD0419
 JD0419.The modeled gravity was interpolated from observed gravity values.
 JD0419
 JD0419;                    North         East    Units  Estimated Accuracy
 JD0419;SPC MO C     -   344,340.      496,680.      MT  (+/- 180 meters Scaled)
 JD0419
 JD0419                          SUPERSEDED SURVEY CONTROL
 JD0419
 JD0419  NGVD 29 (??/??/92)  176.934  (m)          580.49   (f) ADJ UNCH    1 2
 JD0419
 JD0419.Superseded values are not recommended for survey control.
 JD0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0419.See file dsdata.txt to determine how the superseded data were derived.
 JD0419
 JD0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD400097(NAD 83)
 JD0419_MARKER: P = PIPE CAP
 JD0419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0419_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0419
 JD0419  HISTORY     - Date     Condition        Report By
 JD0419  HISTORY     - UNK      MONUMENTED       MORC
 JD0419  HISTORY     - 1948     GOOD             NGS
 JD0419  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0419
 JD0419                          STATION DESCRIPTION
 JD0419
 JD0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0419'2.2 MI SE FROM OVERTON.
 JD0419'1.0 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0419'GRADE CROSSING OF STATE HIGHWAY NO. 98 AT OVERTON, THENCE 1.2
 JD0419'MILES EAST ALONG THE OVERTON-WOOLDRIDGE ROAD, ABOUT 400.0 FEET
 JD0419'EAST OF A 90-DEGREE TURN WITH TANGENTS LEADING WEST AND SOUTH,
 JD0419'93.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE R.G. OERLY
 JD0419'FARMHOUSE, 83.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN
 JD0419'ON THE SOUTH SIDE OF THE ROAD, 36.5 FEET WEST OF A METER POLE,
 JD0419'27.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21.0 FEET WEST
 JD0419'OF THE CENTER LINE OF A PRIVATE DRIVE, AT THE SOUTHEAST CORNER
 JD0419'OF A CULTIVATED FIELD.  THE TOP OF A MISSOURI RIVER COMMISSION
 JD0419'IRON CAP SET ON TOP OF A 4-INCH IRON PIPE PROJECTING 0.8 FOOT
 JD0419'ABOVE THE GROUND.
 JD0419
 JD0419                          STATION RECOVERY (1986)
 JD0419
 JD0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0481 ***********************************************************************
 HD0481  DESIGNATION -  132 M
 HD0481  PID         -  HD0481
 HD0481  STATE/COUNTY-  MO/CAMDEN
 HD0481  USGS QUAD   -  MACKS CREEK (1982)
 HD0481
 HD0481                         *CURRENT SURVEY CONTROL
 HD0481  ___________________________________________________________________
 HD0481* NAD 83(1986)-  37 58 46.     (N)    092 52 53.     (W)     SCALED    
 HD0481* NAVD 88     -       317.162  (meters)    1040.56   (feet)  ADJUSTED  
 HD0481  ___________________________________________________________________
 HD0481  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HD0481  DYNAMIC HT  -         316.925 (meters)    1039.78  (feet)  COMP
 HD0481  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 HD0481
 HD0481  VERT ORDER  -  SECOND    CLASS 0
 HD0481
 HD0481.The horizontal coordinates were scaled from a topographic map and have
 HD0481.an estimated accuracy of +/- 6 seconds.
 HD0481
 HD0481.The orthometric height was determined by differential leveling
 HD0481.and adjusted by the National Geodetic Survey in June 1991..
 HD0481
 HD0481.The geoid height was determined by GEOID03.
 HD0481
 HD0481.The dynamic height is computed by dividing the NAVD 88
 HD0481.geopotential number by the normal gravity value computed on the
 HD0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0481.degrees latitude (g = 980.6199 gals.).
 HD0481
 HD0481.The modeled gravity was interpolated from observed gravity values.
 HD0481
 HD0481;                    North         East    Units  Estimated Accuracy
 HD0481;SPC MO C     -   238,220.      466,490.      MT  (+/- 180 meters Scaled)
 HD0481
 HD0481                          SUPERSEDED SURVEY CONTROL
 HD0481
 HD0481  NGVD 29 (??/??/92)  317.057  (m)         1040.21   (f) ADJ UNCH    2 0
 HD0481
 HD0481.Superseded values are not recommended for survey control.
 HD0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0481.See file dsdata.txt to determine how the superseded data were derived.
 HD0481
 HD0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC104035(NAD 83)
 HD0481_MARKER: DD = SURVEY DISK
 HD0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0481_STAMPING: 132 M 1931
 HD0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0481+STABILITY: SURFACE MOTION
 HD0481
 HD0481  HISTORY     - Date     Condition        Report By
 HD0481  HISTORY     - 1931     MONUMENTED       USGS
 HD0481  HISTORY     - 1934     GOOD             NGS
 HD0481  HISTORY     - 1968     GOOD             USGS
 HD0481
 HD0481                          STATION DESCRIPTION
 HD0481
 HD0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0481'3.2 MI SW FROM ROACH.
 HD0481'3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 54 FROM ROACH, 5.5 MILES
 HD0481'EAST OF MACKS CREEK, IN THE NORTHWEST QUARTER OF SECTION 2,
 HD0481'T 37 N, R 18 W, 22 FEET EAST OF A BLAZED OAK TREE, AND 38 FEET
 HD0481'WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 HD0481'SURVEY STANDARD DISK, STAMPED 132 M 1931 AND SET IN THE TOP OF
 HD0481'A CONCRETE POST.
 HD0481
 HD0481                          STATION RECOVERY (1968)
 HD0481
 HD0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HD0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0018 ***********************************************************************
 HD0018  DESIGNATION -  1326.5
 HD0018  PID         -  HD0018
 HD0018  STATE/COUNTY-  MO/TEXAS
 HD0018  USGS QUAD   -  WINNIPEG (1976)
 HD0018
 HD0018                         *CURRENT SURVEY CONTROL
 HD0018  ___________________________________________________________________
 HD0018* NAD 83(1986)-  37 32 14.     (N)    092 16 04.     (W)     SCALED    
 HD0018* NAVD 88     -       404.401  (meters)    1326.77   (feet)  ADJUSTED  
 HD0018  ___________________________________________________________________
 HD0018  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HD0018  DYNAMIC HT  -         404.081 (meters)    1325.72  (feet)  COMP
 HD0018  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 HD0018
 HD0018  VERT ORDER  -  SECOND    CLASS 0
 HD0018
 HD0018.The horizontal coordinates were scaled from a topographic map and have
 HD0018.an estimated accuracy of +/- 6 seconds.
 HD0018
 HD0018.The orthometric height was determined by differential leveling
 HD0018.and adjusted by the National Geodetic Survey in June 1991..
 HD0018
 HD0018.The geoid height was determined by GEOID03.
 HD0018
 HD0018.The dynamic height is computed by dividing the NAVD 88
 HD0018.geopotential number by the normal gravity value computed on the
 HD0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0018.degrees latitude (g = 980.6199 gals.).
 HD0018
 HD0018.The modeled gravity was interpolated from observed gravity values.
 HD0018
 HD0018;                    North         East    Units  Estimated Accuracy
 HD0018;SPC MO C     -   189,100.      520,520.      MT  (+/- 180 meters Scaled)
 HD0018
 HD0018                          SUPERSEDED SURVEY CONTROL
 HD0018
 HD0018  NGVD 29 (??/??/92)  404.289  (m)         1326.40   (f) ADJ UNCH    2 0
 HD0018
 HD0018.Superseded values are not recommended for survey control.
 HD0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0018.See file dsdata.txt to determine how the superseded data were derived.
 HD0018
 HD0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB646547(NAD 83)
 HD0018_MARKER: N = NAIL
 HD0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0018_SP_SET: OAK TREE ROOT
 HD0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0018
 HD0018  HISTORY     - Date     Condition        Report By
 HD0018  HISTORY     - UNK      MONUMENTED       USGS
 HD0018  HISTORY     - 1935     GOOD             NGS
 HD0018
 HD0018                          STATION DESCRIPTION
 HD0018
 HD0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0018'4.7 MI NW FROM PLATO.
 HD0018'IN LACLEDE COUNTY, 4.7 MILES NORTHWEST ALONG OLD COUNTY ROAD D
 HD0018'FROM PLATO, TEXAS COUNTY, IN THE WEST HALF OF SECTION 28, T 33 N,
 HD0018'R 12 W, AT THE SOUTH EDGE OF THE ROAD, AND IN THE NORTH ROOT OF A
 HD0018'12-INCH OAK TREE MARKED 1326.5.  A U.S. GEOLOGICAL SURVEY
 HD0018'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0016 ***********************************************************************
 HD0016  DESIGNATION -  1335.6
 HD0016  PID         -  HD0016
 HD0016  STATE/COUNTY-  MO/LACLEDE
 HD0016  USGS QUAD   -  WINNIPEG (1976)
 HD0016
 HD0016                         *CURRENT SURVEY CONTROL
 HD0016  ___________________________________________________________________
 HD0016* NAD 83(1986)-  37 32 06.     (N)    092 16 56.     (W)     SCALED    
 HD0016* NAVD 88     -       407.172  (meters)    1335.86   (feet)  ADJUSTED  
 HD0016  ___________________________________________________________________
 HD0016  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HD0016  DYNAMIC HT  -         406.847 (meters)    1334.80  (feet)  COMP
 HD0016  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 HD0016
 HD0016  VERT ORDER  -  SECOND    CLASS 0
 HD0016
 HD0016.The horizontal coordinates were scaled from a topographic map and have
 HD0016.an estimated accuracy of +/- 6 seconds.
 HD0016
 HD0016.The orthometric height was determined by differential leveling
 HD0016.and adjusted by the National Geodetic Survey in June 1991..
 HD0016
 HD0016.The geoid height was determined by GEOID03.
 HD0016
 HD0016.The dynamic height is computed by dividing the NAVD 88
 HD0016.geopotential number by the normal gravity value computed on the
 HD0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0016.degrees latitude (g = 980.6199 gals.).
 HD0016
 HD0016.The modeled gravity was interpolated from observed gravity values.
 HD0016
 HD0016;                    North         East    Units  Estimated Accuracy
 HD0016;SPC MO C     -   188,850.      519,250.      MT  (+/- 180 meters Scaled)
 HD0016
 HD0016                          SUPERSEDED SURVEY CONTROL
 HD0016
 HD0016  NGVD 29 (??/??/92)  407.058  (m)         1335.49   (f) ADJ UNCH    2 0
 HD0016
 HD0016.Superseded values are not recommended for survey control.
 HD0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0016.See file dsdata.txt to determine how the superseded data were derived.
 HD0016
 HD0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB634544(NAD 83)
 HD0016_MARKER: N = NAIL
 HD0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0016_SP_SET: OAK TREE ROOT
 HD0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0016
 HD0016  HISTORY     - Date     Condition        Report By
 HD0016  HISTORY     - UNK      MONUMENTED       USGS
 HD0016  HISTORY     - 1935     GOOD             NGS
 HD0016
 HD0016                          STATION DESCRIPTION
 HD0016
 HD0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0016'5.5 MI NW FROM PLATO.
 HD0016'IN LACLEDE COUNTY, 5.5 MILES NORTHWEST ALONG OLD COUNTY ROAD D
 HD0016'FROM PLATO, TEXAS COUNTY, NEAR THE CENTER OF THE SOUTHWEST
 HD0016'QUARTER OF SECTION 29, T 33 N, R 12 W, 22 FEET SOUTH OF THE
 HD0016'CENTERLINE OF THE ROAD, AND IN THE SOUTH ROOT OF A 10-INCH OAK
 HD0016'TREE.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0466 ***********************************************************************
 HD0466  DESIGNATION -  1337.8
 HD0466  PID         -  HD0466
 HD0466  STATE/COUNTY-  MO/LACLEDE
 HD0466  USGS QUAD   -  BRUSH CREEK (1979)
 HD0466
 HD0466                         *CURRENT SURVEY CONTROL
 HD0466  ___________________________________________________________________
 HD0466* NAD 83(1986)-  37 36 26.     (N)    092 43 34.     (W)     SCALED    
 HD0466* NAVD 88     -       407.59   (+/-2cm)    1337.2    (feet)  VERTCON   
 HD0466  ___________________________________________________________________
 HD0466  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HD0466
 HD0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HD0466
 HD0466.The horizontal coordinates were scaled from a topographic map and have
 HD0466.an estimated accuracy of +/- 6 seconds.
 HD0466
 HD0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD0466.The vertical order pertains to the NGVD 29 superseded value.
 HD0466
 HD0466.The geoid height was determined by GEOID03.
 HD0466
 HD0466;                    North         East    Units  Estimated Accuracy
 HD0466;SPC MO C     -   196,860.      480,040.      MT  (+/- 180 meters Scaled)
 HD0466
 HD0466                          SUPERSEDED SURVEY CONTROL
 HD0466
 HD0466  NGVD 29 (??/??/92)  407.477  (m)         1336.86   (f) ADJ UNCH    2 0
 HD0466
 HD0466.Superseded values are not recommended for survey control.
 HD0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0466.See file dsdata.txt to determine how the superseded data were derived.
 HD0466
 HD0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB241622(NAD 83)
 HD0466_MARKER: Q = CHISELED SQUARE
 HD0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0466
 HD0466  HISTORY     - Date     Condition        Report By
 HD0466  HISTORY     - UNK      MONUMENTED       USGS
 HD0466  HISTORY     - 1934     GOOD             NGS
 HD0466
 HD0466                          STATION DESCRIPTION
 HD0466
 HD0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0466'1 MI SW FROM BRUSH CREEK.
 HD0466'1.0 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0466'FROM THE STATION AT BRUSH CREEK, AT POLE 188/17-1/2, ON THE TOP
 HD0466'OF THE EAST END OF A CONCRETE CULVERT, AND 10 FEET NORTH OF
 HD0466'THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0425 ***********************************************************************
 JD0425  DESIGNATION -  134
 JD0425  PID         -  JD0425
 JD0425  STATE/COUNTY-  MO/COOPER
 JD0425  USGS QUAD   -  ROCHEPORT (1979)
 JD0425
 JD0425                         *CURRENT SURVEY CONTROL
 JD0425  ___________________________________________________________________
 JD0425* NAD 83(1986)-  38 57 20.     (N)    092 35 28.     (W)     SCALED    
 JD0425* NAVD 88     -       179.522  (meters)     588.98   (feet)  ADJUSTED  
 JD0425  ___________________________________________________________________
 JD0425  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JD0425  DYNAMIC HT  -         179.405 (meters)     588.60  (feet)  COMP
 JD0425  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 JD0425
 JD0425  VERT ORDER  -  FIRST     CLASS II
 JD0425
 JD0425.The horizontal coordinates were scaled from a topographic map and have
 JD0425.an estimated accuracy of +/- 6 seconds.
 JD0425
 JD0425.The orthometric height was determined by differential leveling
 JD0425.and adjusted by the National Geodetic Survey in June 1991..
 JD0425
 JD0425.The geoid height was determined by GEOID03.
 JD0425
 JD0425.The dynamic height is computed by dividing the NAVD 88
 JD0425.geopotential number by the normal gravity value computed on the
 JD0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0425.degrees latitude (g = 980.6199 gals.).
 JD0425
 JD0425.The modeled gravity was interpolated from observed gravity values.
 JD0425
 JD0425;                    North         East    Units  Estimated Accuracy
 JD0425;SPC MO C     -   346,500.      492,100.      MT  (+/- 180 meters Scaled)
 JD0425
 JD0425                          SUPERSEDED SURVEY CONTROL
 JD0425
 JD0425  NGVD 29 (??/??/92)  179.480  (m)          588.84   (f) ADJ UNCH    1 2
 JD0425
 JD0425.Superseded values are not recommended for survey control.
 JD0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0425.See file dsdata.txt to determine how the superseded data were derived.
 JD0425
 JD0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD354119(NAD 83)
 JD0425_MARKER: B = BOLT
 JD0425_SETTING: 66 = SET IN ROCK OUTCROP
 JD0425_SP_SET: ROCK BLUFF
 JD0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0425+STABILITY: POSITION/ELEVATION WELL
 JD0425
 JD0425  HISTORY     - Date     Condition        Report By
 JD0425  HISTORY     - UNK      MONUMENTED       MORC
 JD0425  HISTORY     - 1948     GOOD             NGS
 JD0425  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0425
 JD0425                          STATION DESCRIPTION
 JD0425
 JD0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0425'1 MI NW FROM OVERTON.
 JD0425'1.0 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0425'GRADE CROSSING OF STATE HIGHWAY NO. 98 AT OVERTON, ABOUT 2 POLES
 JD0425'EAST OF MILEPOST NO. 162, 5 RAILS WEST OF TRESTLE NO. 34 WHICH IS
 JD0425'AT A PRIVATE ROAD CROSSING AT WHICH CROSSING BENCH MARK D 222 IS
 JD0425'LOCATED, 29.6 FEET SOUTH OF THE CENTER LINE OF THE TRACK, ABOUT 2
 JD0425'FEET ABOVE THE GROUND AND ABOUT 1.0 FOOT BELOW AND TO THE EAST
 JD0425'OF A RAILROAD SPIKE DRIVEN IN A CRACK IN THE ROCK.  A COPPER
 JD0425'BOLT LEADED HORIZONTALLY INTO A ROCK BLUFF.
 JD0425
 JD0425                          STATION RECOVERY (1986)
 JD0425
 JD0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0311 ***********************************************************************
 HD0311  DESIGNATION -  1364.6
 HD0311  PID         -  HD0311
 HD0311  STATE/COUNTY-  MO/WRIGHT
 HD0311  USGS QUAD   -  MANSFIELD NE (1985)
 HD0311
 HD0311                         *CURRENT SURVEY CONTROL
 HD0311  ___________________________________________________________________
 HD0311* NAD 83(1986)-  37 13 01.     (N)    092 32 06.     (W)     SCALED    
 HD0311* NAVD 88     -       416.064  (meters)    1365.04   (feet)  ADJUSTED  
 HD0311  ___________________________________________________________________
 HD0311  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 HD0311  DYNAMIC HT  -         415.730 (meters)    1363.94  (feet)  COMP
 HD0311  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 HD0311
 HD0311  VERT ORDER  -  SECOND    CLASS 0
 HD0311
 HD0311.The horizontal coordinates were scaled from a topographic map and have
 HD0311.an estimated accuracy of +/- 6 seconds.
 HD0311
 HD0311.The orthometric height was determined by differential leveling
 HD0311.and adjusted by the National Geodetic Survey in June 1991..
 HD0311
 HD0311.The geoid height was determined by GEOID03.
 HD0311
 HD0311.The dynamic height is computed by dividing the NAVD 88
 HD0311.geopotential number by the normal gravity value computed on the
 HD0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0311.degrees latitude (g = 980.6199 gals.).
 HD0311
 HD0311.The modeled gravity was interpolated from observed gravity values.
 HD0311
 HD0311;                    North         East    Units  Estimated Accuracy
 HD0311;SPC MO C     -   153,530.      496,890.      MT  (+/- 180 meters Scaled)
 HD0311
 HD0311                          SUPERSEDED SURVEY CONTROL
 HD0311
 HD0311  NGVD 29 (??/??/92)  415.926  (m)         1364.58   (f) ADJ UNCH    2 0
 HD0311
 HD0311.Superseded values are not recommended for survey control.
 HD0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0311.See file dsdata.txt to determine how the superseded data were derived.
 HD0311
 HD0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB412190(NAD 83)
 HD0311_MARKER: N = NAIL
 HD0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0311_SP_SET: BLACK OAK TREE ROOT
 HD0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0311
 HD0311  HISTORY     - Date     Condition        Report By
 HD0311  HISTORY     - UNK      MONUMENTED       USGS
 HD0311  HISTORY     - 1934     GOOD             NGS
 HD0311  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0311  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0311
 HD0311                          STATION DESCRIPTION
 HD0311
 HD0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0311'3 MI S FROM HARTVILLE.
 HD0311'3.0 MILES SOUTH ALONG STATE HIGHWAY 5 FROM HARTVILLE, WRIGHT
 HD0311'COUNTY, 12 FEET SOUTH AND 5 FEET EAST OF THE SOUTHWEST CORNER OF A
 HD0311'HIGHWAY MAINTENANCE STATION, AT A 40 INCH BLACK OAK TREE, AND
 HD0311'IN THE WEST ROOT.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER
 HD0311'NAIL AND WASHER.
 HD0311
 HD0311                          STATION RECOVERY (1977)
 HD0311
 HD0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0311'MARK NOT FOUND.
 HD0311
 HD0311                          STATION RECOVERY (1977)
 HD0311
 HD0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0268 ***********************************************************************
 GF0268  DESIGNATION -  1366.8
 GF0268  PID         -  GF0268
 GF0268  STATE/COUNTY-  MO/CHRISTIAN
 GF0268  USGS QUAD   -  CHADWICK (1972)
 GF0268
 GF0268                         *CURRENT SURVEY CONTROL
 GF0268  ___________________________________________________________________
 GF0268* NAD 83(1986)-  36 54 32.     (N)    093 04 37.     (W)     SCALED    
 GF0268* NAVD 88     -       416.98   (+/-2cm)    1368.0    (feet)  VERTCON   
 GF0268  ___________________________________________________________________
 GF0268  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GF0268
 GF0268  VERT ORDER  -  ? (See Below)
 GF0268
 GF0268.The horizontal coordinates were scaled from a topographic map and have
 GF0268.an estimated accuracy of +/- 6 seconds.
 GF0268
 GF0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0268.The vertical order pertains to the NGVD 29 superseded value.
 GF0268
 GF0268.The geoid height was determined by GEOID03.
 GF0268
 GF0268;                    North         East    Units  Estimated Accuracy
 GF0268;SPC MO C     -   119,500.      448,590.      MT  (+/- 180 meters Scaled)
 GF0268
 GF0268                          SUPERSEDED SURVEY CONTROL
 GF0268
 GF0268  NGVD 29 (??/??/92)  416.842  (m)         1367.59   (f) ADJ UNCH    ?  
 GF0268
 GF0268.Superseded values are not recommended for survey control.
 GF0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0268.See file dsdata.txt to determine how the superseded data were derived.
 GF0268
 GF0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA931847(NAD 83)
 GF0268_MARKER: N = NAIL
 GF0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0268_SP_SET: OAK TREE
 GF0268_STAMPING: 1366.8
 GF0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0268
 GF0268  HISTORY     - Date     Condition        Report By
 GF0268  HISTORY     - UNK      MONUMENTED       USGS
 GF0268  HISTORY     - 1934     GOOD             NGS
 GF0268
 GF0268                          STATION DESCRIPTION
 GF0268
 GF0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0268'1.8 MI S FROM CHADWICK.
 GF0268'1.8 MILES SOUTH ALONG THE PINE RIDGE ROAD FROM THE CONSOLIDATED
 GF0268'SCHOOL AT CHADWICK, CHRISTIAN COUNTY, 1.2 MILES SOUTHWEST OF
 GF0268'THE JUNCTION WITH COUNTY HIGHWAY A, 155.8 FEET NORTHEAST OF
 GF0268'BENCH MARK A 65, DESCRIBED BELOW, AND IN THE ROOT OF AN OAK
 GF0268'TREE MARKED U.S. BM. 1366.8.  A UNITED STATES GEOLOGICAL SURVEY
 GF0268'STANDARD COPPER NAIL AND WASHER, STAMPED 1366.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0460 ***********************************************************************
 HD0460  DESIGNATION -  1370.1
 HD0460  PID         -  HD0460
 HD0460  STATE/COUNTY-  MO/LACLEDE
 HD0460  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0460
 HD0460                         *CURRENT SURVEY CONTROL
 HD0460  ___________________________________________________________________
 HD0460* NAD 83(1986)-  37 34 37.     (N)    092 46 31.     (W)     SCALED    
 HD0460* NAVD 88     -       417.43   (+/-2cm)    1369.5    (feet)  VERTCON   
 HD0460  ___________________________________________________________________
 HD0460  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HD0460
 HD0460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HD0460
 HD0460.The horizontal coordinates were scaled from a topographic map and have
 HD0460.an estimated accuracy of +/- 6 seconds.
 HD0460
 HD0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD0460.The vertical order pertains to the NGVD 29 superseded value.
 HD0460
 HD0460.The geoid height was determined by GEOID03.
 HD0460
 HD0460;                    North         East    Units  Estimated Accuracy
 HD0460;SPC MO C     -   193,520.      475,690.      MT  (+/- 180 meters Scaled)
 HD0460
 HD0460                          SUPERSEDED SURVEY CONTROL
 HD0460
 HD0460  NGVD 29 (??/??/92)  417.308  (m)         1369.12   (f) ADJ UNCH    2 0
 HD0460
 HD0460.Superseded values are not recommended for survey control.
 HD0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0460.See file dsdata.txt to determine how the superseded data were derived.
 HD0460
 HD0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB198589(NAD 83)
 HD0460_MARKER: Q = CHISELED SQUARE
 HD0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0460_SP_SET: SEMAPHORE BASE
 HD0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0460
 HD0460  HISTORY     - Date     Condition        Report By
 HD0460  HISTORY     - UNK      MONUMENTED       USGS
 HD0460  HISTORY     - 1934     GOOD             NGS
 HD0460
 HD0460                          STATION DESCRIPTION
 HD0460
 HD0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0460'1.8 MI NE FROM PHILLIPSBURG.
 HD0460'1.8 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0460'FROM THE STATION AT PHILLIPSBURG, AT THE NORTHWEST EDGE OF THE
 HD0460'TRACK, AT SEMAPHORE 1921, AND ON THE TOP OF THE EAST CORNER
 HD0460'OF THE CONCRETE BASE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0249 ***********************************************************************
 HD0249  DESIGNATION -  1370.1
 HD0249  PID         -  HD0249
 HD0249  STATE/COUNTY-  MO/TEXAS
 HD0249  USGS QUAD   -  SUCCESS (1987)
 HD0249
 HD0249                         *CURRENT SURVEY CONTROL
 HD0249  ___________________________________________________________________
 HD0249* NAD 83(1986)-  37 26 56.     (N)    092 04 51.     (W)     SCALED    
 HD0249* NAVD 88     -       417.615  (meters)    1370.13   (feet)  ADJUSTED  
 HD0249  ___________________________________________________________________
 HD0249  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 HD0249  DYNAMIC HT  -         417.277 (meters)    1369.02  (feet)  COMP
 HD0249  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 HD0249
 HD0249  VERT ORDER  -  SECOND    CLASS 0
 HD0249
 HD0249.The horizontal coordinates were scaled from a topographic map and have
 HD0249.an estimated accuracy of +/- 6 seconds.
 HD0249
 HD0249.The orthometric height was determined by differential leveling
 HD0249.and adjusted by the National Geodetic Survey in June 1991..
 HD0249
 HD0249.The geoid height was determined by GEOID03.
 HD0249
 HD0249.The dynamic height is computed by dividing the NAVD 88
 HD0249.geopotential number by the normal gravity value computed on the
 HD0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0249.degrees latitude (g = 980.6199 gals.).
 HD0249
 HD0249.The modeled gravity was interpolated from observed gravity values.
 HD0249
 HD0249;                    North         East    Units  Estimated Accuracy
 HD0249;SPC MO C     -   179,350.      537,090.      MT  (+/- 180 meters Scaled)
 HD0249
 HD0249                          SUPERSEDED SURVEY CONTROL
 HD0249
 HD0249  NGVD 29 (??/??/92)  417.496  (m)         1369.73   (f) ADJ UNCH    2 0
 HD0249
 HD0249.Superseded values are not recommended for survey control.
 HD0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0249.See file dsdata.txt to determine how the superseded data were derived.
 HD0249
 HD0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB813450(NAD 83)
 HD0249_MARKER: N = NAIL
 HD0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0249_SP_SET: WHITE-OAK TREE ROOT
 HD0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0249
 HD0249  HISTORY     - Date     Condition        Report By
 HD0249  HISTORY     - UNK      MONUMENTED       USGS
 HD0249  HISTORY     - 1935     GOOD             NGS
 HD0249  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0249  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0249
 HD0249                          STATION DESCRIPTION
 HD0249
 HD0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0249'0.5 MI NE FROM SUCCESS.
 HD0249'0.5 MILE NORTHEAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION
 HD0249'OF STATE HIGHWAY 17 AT SUCCESS, TEXAS COUNTY, AT A ROAD INTERSECTION,
 HD0249'32 FEET EAST OF THE HIGHWAY, 21 FEET SOUTH OF THE CROSSROAD, AND
 HD0249'IN THE ROOT OF A 24-INCH WHITE-OAK TREE.  A UNITED STATES
 HD0249'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 HD0249
 HD0249                          STATION RECOVERY (1977)
 HD0249
 HD0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0249'MARK NOT FOUND.
 HD0249
 HD0249                          STATION RECOVERY (1977)
 HD0249
 HD0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0579 ***********************************************************************
 GF0579  DESIGNATION -  1371
 GF0579  PID         -  GF0579
 GF0579  STATE/COUNTY-  MO/LAWRENCE
 GF0579  USGS QUAD   -  AURORA (1974)
 GF0579
 GF0579                         *CURRENT SURVEY CONTROL
 GF0579  ___________________________________________________________________
 GF0579* NAD 83(1986)-  36 58 31.     (N)    093 43 15.     (W)     SCALED    
 GF0579* NAVD 88     -       417.244  (meters)    1368.91   (feet)  ADJUSTED  
 GF0579  ___________________________________________________________________
 GF0579  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GF0579  DYNAMIC HT  -         416.891 (meters)    1367.75  (feet)  COMP
 GF0579  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GF0579
 GF0579  VERT ORDER  -  FIRST     CLASS II
 GF0579
 GF0579.The horizontal coordinates were scaled from a topographic map and have
 GF0579.an estimated accuracy of +/- 6 seconds.
 GF0579
 GF0579.The orthometric height was determined by differential leveling
 GF0579.and adjusted by the National Geodetic Survey in June 1991..
 GF0579.WARNING-Repeat measurements at this control monument indicate possible
 GF0579.vertical movement.
 GF0579
 GF0579.The geoid height was determined by GEOID03.
 GF0579
 GF0579.The dynamic height is computed by dividing the NAVD 88
 GF0579.geopotential number by the normal gravity value computed on the
 GF0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0579.degrees latitude (g = 980.6199 gals.).
 GF0579
 GF0579.The modeled gravity was interpolated from observed gravity values.
 GF0579
 GF0579;                    North         East    Units  Estimated Accuracy
 GF0579;SPC MO W     -    90,010.      919,370.      MT  (+/- 180 meters Scaled)
 GF0579
 GF0579                          SUPERSEDED SURVEY CONTROL
 GF0579
 GF0579  NGVD 29 (10/05/93)  417.072  (m)         1368.34   (f) ADJUSTED    1 2
 GF0579
 GF0579.Superseded values are not recommended for survey control.
 GF0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0579.See file dsdata.txt to determine how the superseded data were derived.
 GF0579
 GF0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA358923(NAD 83)
 GF0579_MARKER: DD = SURVEY DISK
 GF0579_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GF0579_SP_SET: FOUNDATION
 GF0579_STAMPING: 1371 1903 1368.357 ADJ
 GF0579_MARK LOGO: USGS  
 GF0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0579+STABILITY: SURFACE MOTION
 GF0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0579+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1989
 GF0579
 GF0579  HISTORY     - Date     Condition        Report By
 GF0579  HISTORY     - 1903     MONUMENTED       USGS
 GF0579  HISTORY     - 1935     GOOD             NGS
 GF0579  HISTORY     - 19891023 GOOD             NGS
 GF0579
 GF0579                          STATION DESCRIPTION
 GF0579
 GF0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GF0579'AT AURORA.
 GF0579'AT AURORA, LAWRENCE COUNTY, NEAR THE CENTER OF TOWN, AT THE
 GF0579'NORTHWEST CORNER OF THE INTERSECTION OF MADISON AVENUE AND OLIVE
 GF0579'STREET, IN THE EAST SIDE OF THE BANK HOTEL BUILDING (OWNED IN
 GF0579'1934 BY HOMER LA DUKE), UNDER THE PLATE GLASS WINDOW AT THE
 GF0579'SOUTHEAST CORNER ENTRANCE, AND IN THE FACE OF THE STONE
 GF0579'FOUNDATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GF0579'STAMPED 1368.357 1371 ADJ 1903 AND SET VERTICALLY.
 GF0579
 GF0579                          STATION RECOVERY (1989)
 GF0579
 GF0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0579'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN AURORA,
 GF0579'AT THE INTERSECTION OF OLIVE STREET AND MADISON AVENUE, SET VERTICAL
 GF0579'IN THE EAST FACE OF THE MCCLURES PLANTATION RESTAURANT, 16.4 M (53.8
 GF0579'FT) NORTH OF THE CENTER OF THE STREET, 12.1 M (39.7 FT) WEST OF THE
 GF0579'CENTER OF THE AVENUE, 2.2 M (7.2 FT) NORTH OF THE CENTER OF THE
 GF0579'SOUTHEAST ENTRANCE, 0.15 M (0.5 FT) ABOVE THE GROUND SURFACE, AND
 GF0579'LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0185 ***********************************************************************
 GF0185  DESIGNATION -  1373.4
 GF0185  PID         -  GF0185
 GF0185  STATE/COUNTY-  MO/DOUGLAS
 GF0185  USGS QUAD   -  AVA (1982)
 GF0185
 GF0185                         *CURRENT SURVEY CONTROL
 GF0185  ___________________________________________________________________
 GF0185* NAD 83(1986)-  36 59 00.     (N)    092 39 09.     (W)     SCALED    
 GF0185* NAVD 88     -       418.280  (meters)    1372.31   (feet)  ADJUSTED  
 GF0185  ___________________________________________________________________
 GF0185  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 GF0185  DYNAMIC HT  -         417.938 (meters)    1371.18  (feet)  COMP
 GF0185  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 GF0185
 GF0185  VERT ORDER  -  SECOND    CLASS 0
 GF0185
 GF0185.The horizontal coordinates were scaled from a topographic map and have
 GF0185.an estimated accuracy of +/- 6 seconds.
 GF0185
 GF0185.The orthometric height was determined by differential leveling
 GF0185.and adjusted by the National Geodetic Survey in June 1991..
 GF0185
 GF0185.The geoid height was determined by GEOID03.
 GF0185
 GF0185.The dynamic height is computed by dividing the NAVD 88
 GF0185.geopotential number by the normal gravity value computed on the
 GF0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0185.degrees latitude (g = 980.6199 gals.).
 GF0185
 GF0185.The modeled gravity was interpolated from observed gravity values.
 GF0185
 GF0185;                    North         East    Units  Estimated Accuracy
 GF0185;SPC MO C     -   127,610.      486,420.      MT  (+/- 180 meters Scaled)
 GF0185
 GF0185                          SUPERSEDED SURVEY CONTROL
 GF0185
 GF0185  NGVD 29 (??/??/92)  418.137  (m)         1371.84   (f) ADJ UNCH    2 0
 GF0185
 GF0185.Superseded values are not recommended for survey control.
 GF0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0185.See file dsdata.txt to determine how the superseded data were derived.
 GF0185
 GF0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA309930(NAD 83)
 GF0185_MARKER: Q = CHISELED SQUARE
 GF0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0185_SP_SET: CULVERT
 GF0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0185
 GF0185  HISTORY     - Date     Condition        Report By
 GF0185  HISTORY     - UNK      MONUMENTED       USGS
 GF0185  HISTORY     - 1931     GOOD             NGS
 GF0185
 GF0185                          STATION DESCRIPTION
 GF0185
 GF0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 GF0185'2.6 MI N FROM AVA.
 GF0185'2.6 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE COUNTY COURTHOUSE
 GF0185'AT AVA, DOUGLAS COUNTY, 400 FEET NORTH OF THE SUMMIT OF A RIDGE,
 GF0185'20 FEET SOUTH OF A DIM CROSSROAD, AT A STONE CULVERT, ON THE TOP
 GF0185'OF THE STONE HEADWALL, 30 FEET WEST OF THE HIGHWAY, AND 9 FEET
 GF0185'NORTHWEST OF THE CORNER POST OF A FENCE.  A CHISELED SQUARE,
 GF0185'MARKED 1373.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0429 ***********************************************************************
 JD0429  DESIGNATION -  137=39/1 BOLT
 JD0429  PID         -  JD0429
 JD0429  STATE/COUNTY-  MO/COOPER
 JD0429  USGS QUAD   -  BOONVILLE (1979)
 JD0429
 JD0429                         *CURRENT SURVEY CONTROL
 JD0429  ___________________________________________________________________
 JD0429* NAD 83(1986)-  38 57 57.     (N)    092 38 23.     (W)     SCALED    
 JD0429* NAVD 88     -       182.126  (meters)     597.53   (feet)  ADJUSTED  
 JD0429  ___________________________________________________________________
 JD0429  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JD0429  DYNAMIC HT  -         182.009 (meters)     597.14  (feet)  COMP
 JD0429  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 JD0429
 JD0429  VERT ORDER  -  FIRST     CLASS II
 JD0429
 JD0429.The horizontal coordinates were scaled from a topographic map and have
 JD0429.an estimated accuracy of +/- 6 seconds.
 JD0429
 JD0429.The orthometric height was determined by differential leveling
 JD0429.and adjusted by the National Geodetic Survey in June 1991..
 JD0429
 JD0429.The geoid height was determined by GEOID03.
 JD0429
 JD0429.The dynamic height is computed by dividing the NAVD 88
 JD0429.geopotential number by the normal gravity value computed on the
 JD0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0429.degrees latitude (g = 980.6199 gals.).
 JD0429
 JD0429.The modeled gravity was interpolated from observed gravity values.
 JD0429
 JD0429;                    North         East    Units  Estimated Accuracy
 JD0429;SPC MO C     -   347,650.      487,890.      MT  (+/- 180 meters Scaled)
 JD0429
 JD0429                          SUPERSEDED SURVEY CONTROL
 JD0429
 JD0429  NGVD 29 (??/??/92)  182.09   (m)          597.4    (f) COMPUTED    1 2
 JD0429
 JD0429.Superseded values are not recommended for survey control.
 JD0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0429.See file dsdata.txt to determine how the superseded data were derived.
 JD0429
 JD0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD312130(NAD 83)
 JD0429_MARKER: B = BOLT
 JD0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0429_SP_SET: STONE
 JD0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0429+STABILITY: SURFACE MOTION
 JD0429
 JD0429  HISTORY     - Date     Condition        Report By
 JD0429  HISTORY     - UNK      MONUMENTED       MORC
 JD0429  HISTORY     - 1948     GOOD             NGS
 JD0429  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0429
 JD0429                          STATION DESCRIPTION
 JD0429
 JD0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0429'3.7 MI NW FROM OVERTON.
 JD0429'3.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0429'GRADE CROSSING OF STATE HIGHWAY NO. 98 AT OVERTON, AT THE SITE
 JD0429'OF THE OLD VILLAGE OF MERNA, 164.0 FEET SOUTHWEST ALONG A DIRT
 JD0429'ROAD FROM A POINT 300.0 FEET SOUTH ALONG A DIRT ROAD FROM THE
 JD0429'SOUTH RAIL OF THE MAIN TRACK AT A GRADE CROSSING AT POLE NO.
 JD0429'164-21, 94.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 JD0429'SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE, 36.0 FEET NORTHWEST
 JD0429'OF THE CENTER LINE OF THE ROAD, 24.2 FEET SOUTHWEST OF A 20-INCH
 JD0429'CEDAR TREE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF
 JD0429'TREE, 22.8 FEET SOUTHEAST OF A 20-INCH WALNUT TREE WITH A
 JD0429'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF TREE, 2.3 FEET
 JD0429'SOUTHEAST OF A FENCE, 1.2 FEET NORTHEAST OF A REFERENCE POST.
 JD0429'THE TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND
 JD0429'SET 2.5 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 JD0429'PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 JD0429
 JD0429                          STATION RECOVERY (1986)
 JD0429
 JD0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0428 ***********************************************************************
 JD0428  DESIGNATION -  137=39/1 CAP
 JD0428  PID         -  JD0428
 JD0428  STATE/COUNTY-  MO/COOPER
 JD0428  USGS QUAD   -  BOONVILLE (1979)
 JD0428
 JD0428                         *CURRENT SURVEY CONTROL
 JD0428  ___________________________________________________________________
 JD0428* NAD 83(1986)-  38 57 57.     (N)    092 38 22.     (W)     SCALED    
 JD0428* NAVD 88     -       183.369  (meters)     601.60   (feet)  ADJUSTED  
 JD0428  ___________________________________________________________________
 JD0428  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JD0428  DYNAMIC HT  -         183.251 (meters)     601.22  (feet)  COMP
 JD0428  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 JD0428
 JD0428  VERT ORDER  -  FIRST     CLASS II
 JD0428
 JD0428.The horizontal coordinates were scaled from a topographic map and have
 JD0428.an estimated accuracy of +/- 6 seconds.
 JD0428
 JD0428.The orthometric height was determined by differential leveling
 JD0428.and adjusted by the National Geodetic Survey in June 1991..
 JD0428
 JD0428.The geoid height was determined by GEOID03.
 JD0428
 JD0428.The dynamic height is computed by dividing the NAVD 88
 JD0428.geopotential number by the normal gravity value computed on the
 JD0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0428.degrees latitude (g = 980.6199 gals.).
 JD0428
 JD0428.The modeled gravity was interpolated from observed gravity values.
 JD0428
 JD0428;                    North         East    Units  Estimated Accuracy
 JD0428;SPC MO C     -   347,650.      487,920.      MT  (+/- 180 meters Scaled)
 JD0428
 JD0428                          SUPERSEDED SURVEY CONTROL
 JD0428
 JD0428  NGVD 29 (??/??/92)  183.329  (m)          601.47   (f) ADJ UNCH    1 2
 JD0428
 JD0428.Superseded values are not recommended for survey control.
 JD0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0428.See file dsdata.txt to determine how the superseded data were derived.
 JD0428
 JD0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD312130(NAD 83)
 JD0428_MARKER: P = PIPE CAP
 JD0428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0428_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0428
 JD0428  HISTORY     - Date     Condition        Report By
 JD0428  HISTORY     - UNK      MONUMENTED       MORC
 JD0428  HISTORY     - 1948     GOOD             NGS
 JD0428  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0428
 JD0428                          STATION DESCRIPTION
 JD0428
 JD0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0428'3.7 MI NW FROM OVERTON.
 JD0428'3.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0428'GRADE CROSSING OF STATE HIGHWAY NO. 98 AT OVERTON, AT THE SITE
 JD0428'OF THE OLD VILLAGE OF MERNA, 164.0 FEET SOUTHWEST ALONG A DIRT
 JD0428'ROAD FROM A POINT 300.0 FEET SOUTH ALONG A DIRT ROAD FROM THE
 JD0428'SOUTH RAIL OF THE MAIN TRACK AT A GRADE CROSSING AT POLE NO.
 JD0428'164-21, 94.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 JD0428'SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE, 36.0 FEET NORTHWEST OF
 JD0428'THE CENTER LINE OF THE ROAD, 24.2 FEET SOUTHWEST OF A 20-INCH
 JD0428'CEDAR TREE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF
 JD0428'TREE, 22.8 FEET SOUTHEAST OF A 20-INCH WALNUT TREE WITH A
 JD0428'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF TREE, 2.3 FEET
 JD0428'SOUTHEAST OF A FENCE, 1.2 FEET NORTHEAST OF A REFERENCE POST.
 JD0428'THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP SET ON TOP OF A
 JD0428'4-INCH IRON PIPE AND PROJECTING 1.3 FEET ABOVE THE GROUND.
 JD0428
 JD0428                          STATION RECOVERY (1986)
 JD0428
 JD0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0267 ***********************************************************************
 GF0267  DESIGNATION -  1378.8
 GF0267  PID         -  GF0267
 GF0267  STATE/COUNTY-  MO/CHRISTIAN
 GF0267  USGS QUAD   -  CHADWICK (1972)
 GF0267
 GF0267                         *CURRENT SURVEY CONTROL
 GF0267  ___________________________________________________________________
 GF0267* NAD 83(1986)-  36 54 56.     (N)    093 03 51.     (W)     SCALED    
 GF0267* NAVD 88     -       420.637  (meters)    1380.04   (feet)  ADJUSTED  
 GF0267  ___________________________________________________________________
 GF0267  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GF0267  DYNAMIC HT  -         420.289 (meters)    1378.90  (feet)  COMP
 GF0267  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 GF0267
 GF0267  VERT ORDER  -  SECOND    CLASS 0
 GF0267
 GF0267.The horizontal coordinates were scaled from a topographic map and have
 GF0267.an estimated accuracy of +/- 6 seconds.
 GF0267
 GF0267.The orthometric height was determined by differential leveling
 GF0267.and adjusted by the National Geodetic Survey in June 1991..
 GF0267
 GF0267.The geoid height was determined by GEOID03.
 GF0267
 GF0267.The dynamic height is computed by dividing the NAVD 88
 GF0267.geopotential number by the normal gravity value computed on the
 GF0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0267.degrees latitude (g = 980.6199 gals.).
 GF0267
 GF0267.The modeled gravity was interpolated from observed gravity values.
 GF0267
 GF0267;                    North         East    Units  Estimated Accuracy
 GF0267;SPC MO C     -   120,230.      449,730.      MT  (+/- 180 meters Scaled)
 GF0267
 GF0267                          SUPERSEDED SURVEY CONTROL
 GF0267
 GF0267  NGVD 29 (??/??/92)  420.504  (m)         1379.60   (f) ADJ UNCH    2 0
 GF0267
 GF0267.Superseded values are not recommended for survey control.
 GF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0267.See file dsdata.txt to determine how the superseded data were derived.
 GF0267
 GF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA942855(NAD 83)
 GF0267_MARKER: N = NAIL
 GF0267_SETTING: 0 = UNSPECIFIED SETTING
 GF0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0267
 GF0267  HISTORY     - Date     Condition        Report By
 GF0267  HISTORY     - UNK      MONUMENTED       USGS
 GF0267  HISTORY     - 1934     GOOD             NGS
 GF0267
 GF0267                          STATION DESCRIPTION
 GF0267
 GF0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0267'0.7 MI S FROM CHADWICK.
 GF0267'0.7 MILE SOUTH ALONG THE PINE RIDGE ROAD FROM THE CONSOLIDATED
 GF0267'SCHOOL AT CHADWICK, CHRISTIAN COUNTY, 1.1 MILES NORTH OF BENCH
 GF0267'MARK A 65, DESCRIBED BELOW, 75 FEET NORTH AND 60 FEET WEST OF
 GF0267'THE NORTH END OF A TRIANGLE FORMED BY A ROAD JUNCTION.  A
 GF0267'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0273 ***********************************************************************
 HC0273  DESIGNATION -  138 M
 HC0273  PID         -  HC0273
 HC0273  STATE/COUNTY-  MO/REYNOLDS
 HC0273  USGS QUAD   -  CORRIDON (1985)
 HC0273
 HC0273                         *CURRENT SURVEY CONTROL
 HC0273  ___________________________________________________________________
 HC0273* NAD 83(1986)-  37 24 34.     (N)    091 00 11.     (W)     SCALED    
 HC0273* NAVD 88     -       325.880  (meters)    1069.16   (feet)  ADJUSTED  
 HC0273  ___________________________________________________________________
 HC0273  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 HC0273  DYNAMIC HT  -         325.622 (meters)    1068.31  (feet)  COMP
 HC0273  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 HC0273
 HC0273  VERT ORDER  -  SECOND    CLASS 0
 HC0273
 HC0273.The horizontal coordinates were scaled from a topographic map and have
 HC0273.an estimated accuracy of +/- 6 seconds.
 HC0273
 HC0273.The orthometric height was determined by differential leveling
 HC0273.and adjusted by the National Geodetic Survey in June 1991..
 HC0273
 HC0273.The geoid height was determined by GEOID03.
 HC0273
 HC0273.The dynamic height is computed by dividing the NAVD 88
 HC0273.geopotential number by the normal gravity value computed on the
 HC0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0273.degrees latitude (g = 980.6199 gals.).
 HC0273
 HC0273.The modeled gravity was interpolated from observed gravity values.
 HC0273
 HC0273;                    North         East    Units  Estimated Accuracy
 HC0273;SPC MO E     -   175,010.      205,470.      MT  (+/- 180 meters Scaled)
 HC0273
 HC0273                          SUPERSEDED SURVEY CONTROL
 HC0273
 HC0273  NGVD 29 (??/??/92)  325.852  (m)         1069.07   (f) ADJ UNCH    2 0
 HC0273
 HC0273.Superseded values are not recommended for survey control.
 HC0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0273.See file dsdata.txt to determine how the superseded data were derived.
 HC0273
 HC0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB767421(NAD 83)
 HC0273_MARKER: DB = BENCH MARK DISK
 HC0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0273_STAMPING: 138 M 1931
 HC0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0273+STABILITY: SURFACE MOTION
 HC0273
 HC0273  HISTORY     - Date     Condition        Report By
 HC0273  HISTORY     - 1931     MONUMENTED       USGS
 HC0273  HISTORY     - 1935     GOOD             NGS
 HC0273
 HC0273                          STATION DESCRIPTION
 HC0273
 HC0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0273'5.1 MI E FROM REYNOLDS.
 HC0273'5.1 MILES EAST ALONG STATE HIGHWAY 72 FROM REYNOLDS, 80 FEET
 HC0273'EAST OF A GRAVEL PILE, 40 FEET WEST OF THE CENTERLINE OF THE
 HC0273'HIGHWAY, AND 10 FEET SOUTH OF AN OAK TREE.  A UNITED STATES
 HC0273'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 138 M 1931 AND SET IN
 HC0273'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0464 ***********************************************************************
 HD0464  DESIGNATION -  1382.2
 HD0464  PID         -  HD0464
 HD0464  STATE/COUNTY-  MO/LACLEDE
 HD0464  USGS QUAD   -  BRUSH CREEK (1979)
 HD0464
 HD0464                         *CURRENT SURVEY CONTROL
 HD0464  ___________________________________________________________________
 HD0464* NAD 83(1986)-  37 35 54.     (N)    092 43 58.     (W)     SCALED    
 HD0464* NAVD 88     -       421.139  (meters)    1381.69   (feet)  ADJUSTED  
 HD0464  ___________________________________________________________________
 HD0464  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 HD0464  DYNAMIC HT  -         420.813 (meters)    1380.62  (feet)  COMP
 HD0464  MODELED GRAV-     979,842.2   (mgal)                       NAVD 88
 HD0464
 HD0464  VERT ORDER  -  SECOND    CLASS 0
 HD0464
 HD0464.The horizontal coordinates were scaled from a topographic map and have
 HD0464.an estimated accuracy of +/- 6 seconds.
 HD0464
 HD0464.The orthometric height was determined by differential leveling
 HD0464.and adjusted by the National Geodetic Survey in June 1991..
 HD0464
 HD0464.The geoid height was determined by GEOID03.
 HD0464
 HD0464.The dynamic height is computed by dividing the NAVD 88
 HD0464.geopotential number by the normal gravity value computed on the
 HD0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0464.degrees latitude (g = 980.6199 gals.).
 HD0464
 HD0464.The modeled gravity was interpolated from observed gravity values.
 HD0464
 HD0464;                    North         East    Units  Estimated Accuracy
 HD0464;SPC MO C     -   195,880.      479,450.      MT  (+/- 180 meters Scaled)
 HD0464
 HD0464                          SUPERSEDED SURVEY CONTROL
 HD0464
 HD0464  NGVD 29 (??/??/92)  421.021  (m)         1381.30   (f) ADJ UNCH    2 0
 HD0464
 HD0464.Superseded values are not recommended for survey control.
 HD0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0464.See file dsdata.txt to determine how the superseded data were derived.
 HD0464
 HD0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB235612(NAD 83)
 HD0464_MARKER: Q = CHISELED SQUARE
 HD0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0464_SP_SET: CULVERT
 HD0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0464
 HD0464  HISTORY     - Date     Condition        Report By
 HD0464  HISTORY     - UNK      MONUMENTED       USGS
 HD0464  HISTORY     - 1934     GOOD             NGS
 HD0464
 HD0464                          STATION DESCRIPTION
 HD0464
 HD0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0464'2 MI SW FROM BRUSH CREEK.
 HD0464'2.0 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0464'FROM THE STATION AT BRUSH CREEK, 1.1 MILES NORTHEAST OF THE
 HD0464'SWITCH STAND AT HUBEN, AT POLE 189/11-1/2, ON THE TOP OF THE
 HD0464'EAST END OF A CONCRETE CULVERT, AND 10 FEET SOUTH OF THE TRACK.
 HD0464'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0451 ***********************************************************************
 HD0451  DESIGNATION -  1384.8
 HD0451  PID         -  HD0451
 HD0451  STATE/COUNTY-  MO/LACLEDE
 HD0451  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0451
 HD0451                         *CURRENT SURVEY CONTROL
 HD0451  ___________________________________________________________________
 HD0451* NAD 83(1986)-  37 30 54.     (N)    092 49 11.     (W)     SCALED    
 HD0451* NAVD 88     -       421.899  (meters)    1384.18   (feet)  ADJUSTED  
 HD0451  ___________________________________________________________________
 HD0451  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HD0451  DYNAMIC HT  -         421.572 (meters)    1383.11  (feet)  COMP
 HD0451  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 HD0451
 HD0451  VERT ORDER  -  SECOND    CLASS 0
 HD0451
 HD0451.The horizontal coordinates were scaled from a topographic map and have
 HD0451.an estimated accuracy of +/- 6 seconds.
 HD0451
 HD0451.The orthometric height was determined by differential leveling
 HD0451.and adjusted by the National Geodetic Survey in June 1991..
 HD0451
 HD0451.The geoid height was determined by GEOID03.
 HD0451
 HD0451.The dynamic height is computed by dividing the NAVD 88
 HD0451.geopotential number by the normal gravity value computed on the
 HD0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0451.degrees latitude (g = 980.6199 gals.).
 HD0451
 HD0451.The modeled gravity was interpolated from observed gravity values.
 HD0451
 HD0451;                    North         East    Units  Estimated Accuracy
 HD0451;SPC MO C     -   186,650.      471,740.      MT  (+/- 180 meters Scaled)
 HD0451
 HD0451                          SUPERSEDED SURVEY CONTROL
 HD0451
 HD0451  NGVD 29 (??/??/92)  421.777  (m)         1383.78   (f) ADJ UNCH    2 0
 HD0451
 HD0451.Superseded values are not recommended for survey control.
 HD0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0451.See file dsdata.txt to determine how the superseded data were derived.
 HD0451
 HD0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB159520(NAD 83)
 HD0451_MARKER: S = SPIKE
 HD0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0451_SP_SET: POLE
 HD0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0451
 HD0451  HISTORY     - Date     Condition        Report By
 HD0451  HISTORY     - UNK      MONUMENTED       USGS
 HD0451  HISTORY     - 1934     GOOD             NGS
 HD0451
 HD0451                          STATION DESCRIPTION
 HD0451
 HD0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0451'0.9 MI NE FROM CONWAY.
 HD0451'0.9 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0451'FROM THE STATION AT CONWAY, LACLEDE COUNTY, IN POLE 197/23,
 HD0451'AND 40 FEET SOUTH OF THE TRACK.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0297 ***********************************************************************
 HD0297  DESIGNATION -  1388.3
 HD0297  PID         -  HD0297
 HD0297  STATE/COUNTY-  MO/WEBSTER
 HD0297  USGS QUAD   -  NIANGUA (1982)
 HD0297
 HD0297                         *CURRENT SURVEY CONTROL
 HD0297  ___________________________________________________________________
 HD0297* NAD 83(1986)-  37 25 34.     (N)    092 50 19.     (W)     SCALED    
 HD0297* NAVD 88     -       423.003  (meters)    1387.80   (feet)  ADJUSTED  
 HD0297  ___________________________________________________________________
 HD0297  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 HD0297  DYNAMIC HT  -         422.675 (meters)    1386.73  (feet)  COMP
 HD0297  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 HD0297
 HD0297  VERT ORDER  -  SECOND    CLASS 0
 HD0297
 HD0297.The horizontal coordinates were scaled from a topographic map and have
 HD0297.an estimated accuracy of +/- 6 seconds.
 HD0297
 HD0297.The orthometric height was determined by differential leveling
 HD0297.and adjusted by the National Geodetic Survey in June 1991..
 HD0297
 HD0297.The geoid height was determined by GEOID03.
 HD0297
 HD0297.The dynamic height is computed by dividing the NAVD 88
 HD0297.geopotential number by the normal gravity value computed on the
 HD0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0297.degrees latitude (g = 980.6199 gals.).
 HD0297
 HD0297.The modeled gravity was interpolated from observed gravity values.
 HD0297
 HD0297;                    North         East    Units  Estimated Accuracy
 HD0297;SPC MO C     -   176,790.      470,030.      MT  (+/- 180 meters Scaled)
 HD0297
 HD0297                          SUPERSEDED SURVEY CONTROL
 HD0297
 HD0297  NGVD 29 (??/??/92)  422.881  (m)         1387.40   (f) ADJ UNCH    2 0
 HD0297
 HD0297.Superseded values are not recommended for survey control.
 HD0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0297.See file dsdata.txt to determine how the superseded data were derived.
 HD0297
 HD0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB142421(NAD 83)
 HD0297_MARKER: Q = CHISELED SQUARE
 HD0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0297_SP_SET: SEMAPHORE FOUNDATION
 HD0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0297
 HD0297  HISTORY     - Date     Condition        Report By
 HD0297  HISTORY     - UNK      MONUMENTED       USGS
 HD0297  HISTORY     - 1935     GOOD             NGS
 HD0297  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0297  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0297
 HD0297                          STATION DESCRIPTION
 HD0297
 HD0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0297'1.1 MI S FROM SAMPSON.
 HD0297'1.1 MILES SOUTH ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0297'THE SWITCH AT SAMPSON, WEBSTER COUNTY, 18 YARDS SOUTH OF
 HD0297'MILEPOST 204, 5 YARDS WEST OF A ROAD CROSSING, AT A SEMAPHORE,
 HD0297'AND ON THE TOP OF THE CONCRETE FOUNDATION.  A CHISELED SQUARE.
 HD0297
 HD0297                          STATION RECOVERY (1977)
 HD0297
 HD0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0297'MARK NOT FOUND.
 HD0297
 HD0297                          STATION RECOVERY (1977)
 HD0297
 HD0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0282 ***********************************************************************
 HC0282  DESIGNATION -  139 M
 HC0282  PID         -  HC0282
 HC0282  STATE/COUNTY-  MO/REYNOLDS
 HC0282  USGS QUAD   -  CENTERVILLE (1985)
 HC0282
 HC0282                         *CURRENT SURVEY CONTROL
 HC0282  ___________________________________________________________________
 HC0282* NAD 83(1986)-  37 26 42.     (N)    090 57 45.     (W)     SCALED    
 HC0282* NAVD 88     -       228.363  (meters)     749.22   (feet)  ADJUSTED  
 HC0282  ___________________________________________________________________
 HC0282  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HC0282  DYNAMIC HT  -         228.183 (meters)     748.63  (feet)  COMP
 HC0282  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 HC0282
 HC0282  VERT ORDER  -  SECOND    CLASS 0
 HC0282
 HC0282.The horizontal coordinates were scaled from a topographic map and have
 HC0282.an estimated accuracy of +/- 6 seconds.
 HC0282
 HC0282.The orthometric height was determined by differential leveling
 HC0282.and adjusted by the National Geodetic Survey in June 1991..
 HC0282
 HC0282.The geoid height was determined by GEOID03.
 HC0282
 HC0282.The dynamic height is computed by dividing the NAVD 88
 HC0282.geopotential number by the normal gravity value computed on the
 HC0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0282.degrees latitude (g = 980.6199 gals.).
 HC0282
 HC0282.The modeled gravity was interpolated from observed gravity values.
 HC0282
 HC0282;                    North         East    Units  Estimated Accuracy
 HC0282;SPC MO E     -   178,940.      209,080.      MT  (+/- 180 meters Scaled)
 HC0282
 HC0282                          SUPERSEDED SURVEY CONTROL
 HC0282
 HC0282  NGVD 29 (??/??/92)  228.337  (m)          749.14   (f) ADJ UNCH    2 0
 HC0282
 HC0282.Superseded values are not recommended for survey control.
 HC0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0282.See file dsdata.txt to determine how the superseded data were derived.
 HC0282
 HC0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB802461(NAD 83)
 HC0282_MARKER: DD = SURVEY DISK
 HC0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0282_SP_SET: BRIDGE
 HC0282_STAMPING: 139 M 1931
 HC0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0282
 HC0282  HISTORY     - Date     Condition        Report By
 HC0282  HISTORY     - 1931     MONUMENTED       USGS
 HC0282  HISTORY     - 1935     GOOD             NGS
 HC0282
 HC0282                          STATION DESCRIPTION
 HC0282
 HC0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0282'0.7 MI NE FROM CENTERVILLE.
 HC0282'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY
 HC0282'COURTHOUSE AT CENTERVILLE, AT A BRIDGE OVER THE WEST FORK BLACK
 HC0282'RIVER, AT THE NORTHWEST CORNER OF THE BRIDGE, AND IN THE TOP OF
 HC0282'THE ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HC0282'DISK, STAMPED 139 M 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0463 ***********************************************************************
 HD0463  DESIGNATION -  1393.7
 HD0463  PID         -  HD0463
 HD0463  STATE/COUNTY-  MO/LACLEDE
 HD0463  USGS QUAD   -  BRUSH CREEK (1979)
 HD0463
 HD0463                         *CURRENT SURVEY CONTROL
 HD0463  ___________________________________________________________________
 HD0463* NAD 83(1986)-  37 35 32.     (N)    092 44 15.     (W)     SCALED    
 HD0463* NAVD 88     -       424.639  (meters)    1393.17   (feet)  ADJUSTED  
 HD0463  ___________________________________________________________________
 HD0463  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 HD0463  DYNAMIC HT  -         424.310 (meters)    1392.09  (feet)  COMP
 HD0463  MODELED GRAV-     979,841.5   (mgal)                       NAVD 88
 HD0463
 HD0463  VERT ORDER  -  SECOND    CLASS 0
 HD0463
 HD0463.The horizontal coordinates were scaled from a topographic map and have
 HD0463.an estimated accuracy of +/- 6 seconds.
 HD0463
 HD0463.The orthometric height was determined by differential leveling
 HD0463.and adjusted by the National Geodetic Survey in June 1991..
 HD0463
 HD0463.The geoid height was determined by GEOID03.
 HD0463
 HD0463.The dynamic height is computed by dividing the NAVD 88
 HD0463.geopotential number by the normal gravity value computed on the
 HD0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0463.degrees latitude (g = 980.6199 gals.).
 HD0463
 HD0463.The modeled gravity was interpolated from observed gravity values.
 HD0463
 HD0463;                    North         East    Units  Estimated Accuracy
 HD0463;SPC MO C     -   195,200.      479,030.      MT  (+/- 180 meters Scaled)
 HD0463
 HD0463                          SUPERSEDED SURVEY CONTROL
 HD0463
 HD0463  NGVD 29 (??/??/92)  424.521  (m)         1392.78   (f) ADJ UNCH    2 0
 HD0463
 HD0463.Superseded values are not recommended for survey control.
 HD0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0463.See file dsdata.txt to determine how the superseded data were derived.
 HD0463
 HD0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB231606(NAD 83)
 HD0463_MARKER: Q = CHISELED SQUARE
 HD0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0463_SP_SET: BATTERY BOX FOUNDATION
 HD0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0463
 HD0463  HISTORY     - Date     Condition        Report By
 HD0463  HISTORY     - UNK      MONUMENTED       USGS
 HD0463  HISTORY     - 1934     GOOD             NGS
 HD0463
 HD0463                          STATION DESCRIPTION
 HD0463
 HD0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0463'2.4 MI SW FROM BRUSH CREEK.
 HD0463'2.4 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0463'FROM THE STATION AT BRUSH CREEK, 0.7 MILE NORTHEAST OF THE
 HD0463'SWITCH STAND AT HUBEN, AT POLE 189/31, ON THE TOP OF A
 HD0463'BATTERY-BOX FOUNDATION, AND LEVEL WITH THE TRACK.  A CHISELED
 HD0463'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0243 ***********************************************************************
 HD0243  DESIGNATION -  1393.8
 HD0243  PID         -  HD0243
 HD0243  STATE/COUNTY-  MO/TEXAS
 HD0243  USGS QUAD   -  ROUBIDOUX (1987)
 HD0243
 HD0243                         *CURRENT SURVEY CONTROL
 HD0243  ___________________________________________________________________
 HD0243* NAD 83(1986)-  37 29 39.     (N)    092 07 38.     (W)     SCALED    
 HD0243* NAVD 88     -       424.836  (meters)    1393.82   (feet)  ADJUSTED  
 HD0243  ___________________________________________________________________
 HD0243  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HD0243  DYNAMIC HT  -         424.492 (meters)    1392.69  (feet)  COMP
 HD0243  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 HD0243
 HD0243  VERT ORDER  -  SECOND    CLASS 0
 HD0243
 HD0243.The horizontal coordinates were scaled from a topographic map and have
 HD0243.an estimated accuracy of +/- 6 seconds.
 HD0243
 HD0243.The orthometric height was determined by differential leveling
 HD0243.and adjusted by the National Geodetic Survey in June 1991..
 HD0243
 HD0243.The geoid height was determined by GEOID03.
 HD0243
 HD0243.The dynamic height is computed by dividing the NAVD 88
 HD0243.geopotential number by the normal gravity value computed on the
 HD0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0243.degrees latitude (g = 980.6199 gals.).
 HD0243
 HD0243.The modeled gravity was interpolated from observed gravity values.
 HD0243
 HD0243;                    North         East    Units  Estimated Accuracy
 HD0243;SPC MO C     -   184,360.      532,960.      MT  (+/- 180 meters Scaled)
 HD0243
 HD0243                          SUPERSEDED SURVEY CONTROL
 HD0243
 HD0243  NGVD 29 (??/??/92)  424.714  (m)         1393.42   (f) ADJ UNCH    2 0
 HD0243
 HD0243.Superseded values are not recommended for survey control.
 HD0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0243.See file dsdata.txt to determine how the superseded data were derived.
 HD0243
 HD0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB771500(NAD 83)
 HD0243_MARKER: Q = CHISELED SQUARE
 HD0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0243_SP_SET: CULVERT
 HD0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0243
 HD0243  HISTORY     - Date     Condition        Report By
 HD0243  HISTORY     - UNK      MONUMENTED       USGS
 HD0243  HISTORY     - 1935     GOOD             NGS
 HD0243  HISTORY     - 1977     GOOD             NGS
 HD0243  HISTORY     - 1977     GOOD             NGS
 HD0243
 HD0243                          STATION DESCRIPTION
 HD0243
 HD0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0243'2 MI SE FROM ROBY.
 HD0243'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION
 HD0243'OF STATE HIGHWAY 17 AT ROBY, TEXAS COUNTY, IN THE NORTHWEST
 HD0243'QUARTER OF THE NORTHESAT QUARTER OF SECTION 15, T 32 N, R 11 W,
 HD0243'75 YARDS NORTHWEST OF BENCH MARK K 113 DESCRIBED BELOW, AT A
 HD0243'CULVERT, AND ON THE TOP OF THE CONCRETE HEADWALL.  A CHISELED
 HD0243'SQUARE.
 HD0243
 HD0243                          STATION RECOVERY (1977)
 HD0243
 HD0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0243'RECOVERED IN GOOD CONDITION.
 HD0243
 HD0243                          STATION RECOVERY (1977)
 HD0243
 HD0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0049 ***********************************************************************
 JC0049  DESIGNATION -  14
 JC0049  PID         -  JC0049
 JC0049  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0049  USGS QUAD   -  GRANITE CITY (1998)
 JC0049
 JC0049                         *CURRENT SURVEY CONTROL
 JC0049  ___________________________________________________________________
 JC0049* NAD 83(1986)-  38 40 30.     (N)    090 11 45.     (W)     SCALED    
 JC0049* NAVD 88     -       129.817  (meters)     425.91   (feet)  ADJUSTED  
 JC0049  ___________________________________________________________________
 JC0049  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JC0049  DYNAMIC HT  -         129.734 (meters)     425.64  (feet)  COMP
 JC0049  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 JC0049
 JC0049  VERT ORDER  -  FIRST     CLASS II
 JC0049
 JC0049.The horizontal coordinates were scaled from a topographic map and have
 JC0049.an estimated accuracy of +/- 6 seconds.
 JC0049
 JC0049.The orthometric height was determined by differential leveling
 JC0049.and adjusted by the National Geodetic Survey in June 1991..
 JC0049
 JC0049.The geoid height was determined by GEOID03.
 JC0049
 JC0049.The dynamic height is computed by dividing the NAVD 88
 JC0049.geopotential number by the normal gravity value computed on the
 JC0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0049.degrees latitude (g = 980.6199 gals.).
 JC0049
 JC0049.The modeled gravity was interpolated from observed gravity values.
 JC0049
 JC0049;                    North         East    Units  Estimated Accuracy
 JC0049;SPC MO E     -   315,400.      276,470.      MT  (+/- 180 meters Scaled)
 JC0049
 JC0049                          SUPERSEDED SURVEY CONTROL
 JC0049
 JC0049  NGVD 29 (??/??/92)  129.93   (m)          426.3    (f) COMPUTED    1 2
 JC0049
 JC0049.Superseded values are not recommended for survey control.
 JC0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0049.See file dsdata.txt to determine how the superseded data were derived.
 JC0049
 JC0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC439844(NAD 83)
 JC0049_MARKER: B = BOLT
 JC0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0049_SP_SET: WALL
 JC0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0049
 JC0049  HISTORY     - Date     Condition        Report By
 JC0049  HISTORY     - UNK      MONUMENTED       DOD
 JC0049  HISTORY     - 1946     GOOD             NGS
 JC0049
 JC0049                          STATION DESCRIPTION
 JC0049
 JC0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0049'AT ST LOUIS.
 JC0049'AT THE ST. LOUIS GRAND AVENUE WATERWORKS, ST. LOUIS, ON THE
 JC0049'NORTH SIDE OF THE EAST ENGINE ROOM, AT THE WEST STEPS OF THE
 JC0049'NORTH ENTRANCE, 3.7 FEET ABOVE THE SIDEWALK, IN THE THIRD COURSE
 JC0049'OF STONE ABOVE THE GROUND AND 28 INCHES ABOVE THE TOP OF THE
 JC0049'SECOND STEP FROM THE BOTTOM.  A SMALL HOLE IN THE CENTER OF A
 JC0049'COPPER BOLT LEADED HORIZONTALLY INTO THE WALL AND SURROUNDED BY
 JC0049'LETTERS USPBM CUT IN THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0017 ***********************************************************************
 JE0017  DESIGNATION -  14 A
 JE0017  PID         -  JE0017
 JE0017  STATE/COUNTY-  MO/CASS
 JE0017  USGS QUAD   -  AUSTIN (1981)
 JE0017
 JE0017                         *CURRENT SURVEY CONTROL
 JE0017  ___________________________________________________________________
 JE0017* NAD 83(1986)-  38 32 46.     (N)    094 21 32.     (W)     SCALED    
 JE0017* NAVD 88     -       247.364  (meters)     811.56   (feet)  ADJUSTED  
 JE0017  ___________________________________________________________________
 JE0017  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0017  DYNAMIC HT  -         247.193 (meters)     811.00  (feet)  COMP
 JE0017  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 JE0017
 JE0017  VERT ORDER  -  SECOND    CLASS II
 JE0017
 JE0017.The horizontal coordinates were scaled from a topographic map and have
 JE0017.an estimated accuracy of +/- 6 seconds.
 JE0017
 JE0017.The orthometric height was determined by differential leveling
 JE0017.and adjusted by the National Geodetic Survey in June 1991..
 JE0017
 JE0017.The geoid height was determined by GEOID03.
 JE0017
 JE0017.The dynamic height is computed by dividing the NAVD 88
 JE0017.geopotential number by the normal gravity value computed on the
 JE0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0017.degrees latitude (g = 980.6199 gals.).
 JE0017
 JE0017.The modeled gravity was interpolated from observed gravity values.
 JE0017
 JE0017;                    North         East    Units  Estimated Accuracy
 JE0017;SPC MO W     -   264,080.      862,300.      MT  (+/- 180 meters Scaled)
 JE0017
 JE0017                          SUPERSEDED SURVEY CONTROL
 JE0017
 JE0017  NGVD 29 (??/??/92)  247.26   (m)          811.2    (f) COMPUTED    2 2
 JE0017
 JE0017.Superseded values are not recommended for survey control.
 JE0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0017.See file dsdata.txt to determine how the superseded data were derived.
 JE0017
 JE0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC815672(NAD 83)
 JE0017_MARKER: Q = CHISELED SQUARE
 JE0017_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JE0017+WITH SETTING: PAVEMENT
 JE0017_SP_SET: SEMAPHORE BASE
 JE0017_MARK LOGO: NONE  
 JE0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0017+STABILITY: SURFACE MOTION
 JE0017
 JE0017  HISTORY     - Date     Condition        Report By
 JE0017  HISTORY     - 1938     MONUMENTED       USGS
 JE0017  HISTORY     - 1963     MARK NOT FOUND   NGS
 JE0017
 JE0017                          STATION DESCRIPTION
 JE0017
 JE0017'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0017'4.6 MI N FROM ARCHIE.
 JE0017'4.6 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ARCHIE,
 JE0017'CASS COUNTY, AT SEMAPHORE 267.2, AND ON THE TOP OF THE WEST SIDE
 JE0017'OF THE CONCRETE BASE.  A CHISELED SQUARE.
 JE0017
 JE0017                          STATION RECOVERY (1963)
 JE0017
 JE0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0129 ***********************************************************************
 JC0129  DESIGNATION -  14 BOLT
 JC0129  PID         -  JC0129
 JC0129  STATE/COUNTY-  MO/ST LOUIS
 JC0129  USGS QUAD   -  FLORISSANT (1998)
 JC0129
 JC0129                         *CURRENT SURVEY CONTROL
 JC0129  ___________________________________________________________________
 JC0129* NAD 83(1986)-  38 51 41.     (N)    090 20 20.     (W)     SCALED    
 JC0129* NAVD 88     -       134.22   (+/-2cm)     440.4    (feet)  VERTCON   
 JC0129  ___________________________________________________________________
 JC0129  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JC0129
 JC0129  VERT ORDER  -  ? (See Below)
 JC0129
 JC0129.The horizontal coordinates were scaled from a topographic map and have
 JC0129.an estimated accuracy of +/- 6 seconds.
 JC0129
 JC0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0129.The vertical order pertains to the NGVD 29 superseded value.
 JC0129
 JC0129.The geoid height was determined by GEOID03.
 JC0129
 JC0129;                    North         East    Units  Estimated Accuracy
 JC0129;SPC MO E     -   336,060.      263,980.      MT  (+/- 180 meters Scaled)
 JC0129
 JC0129                          SUPERSEDED SURVEY CONTROL
 JC0129
 JC0129  NGVD 29 (??/??/92)  134.239  (m)          440.42   (f) ADJ UNCH    ?  
 JC0129
 JC0129.Superseded values are not recommended for survey control.
 JC0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0129.See file dsdata.txt to determine how the superseded data were derived.
 JC0129
 JC0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD308047(NAD 83)
 JC0129_MARKER: B = BOLT
 JC0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0129_SP_SET: STONE
 JC0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0129+STABILITY: SURFACE MOTION
 JC0129
 JC0129  HISTORY     - Date     Condition        Report By
 JC0129  HISTORY     - UNK      MONUMENTED       MORC
 JC0129  HISTORY     - 1934     GOOD             NGS
 JC0129
 JC0129                          STATION DESCRIPTION
 JC0129
 JC0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0129'AT MUSICKS FERRY.
 JC0129'AT MUSICKS FERRY, ST. LOUIS COUNTY, NORTHEAST OF THE
 JC0129'INTERSECTION OF DOUGLAS AND NEW HALLS FERRY ROADS, IN THE CENTER
 JC0129'OF A PRIVATE DRIVEWAY ALONG THE WEST SIDE OF A 3-STORY STONE
 JC0129'BUILDING BELONGING TO JOHN C. HEINS, 19 FEET SOUTH AND 10 FEET
 JC0129'WEST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 15 FEET EAST
 JC0129'OF THE WEST PROPERTY LINE.  A COPPER BOLT LEADED IN THE TOP OF A
 JC0129'STONE 18 INCHES SQUARE AND SET ABOUT 5-1/2 FEET UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0130 ***********************************************************************
 JC0130  DESIGNATION -  14 CAP
 JC0130  PID         -  JC0130
 JC0130  STATE/COUNTY-  MO/ST LOUIS
 JC0130  USGS QUAD   -  FLORISSANT (1998)
 JC0130
 JC0130                         *CURRENT SURVEY CONTROL
 JC0130  ___________________________________________________________________
 JC0130* NAD 83(1986)-  38 51 41.     (N)    090 20 20.     (W)     SCALED    
 JC0130* NAVD 88     -       135.46   (+/-2cm)     444.4    (feet)  VERTCON   
 JC0130  ___________________________________________________________________
 JC0130  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JC0130
 JC0130  VERT ORDER  -  ? (See Below)
 JC0130
 JC0130.The horizontal coordinates were scaled from a topographic map and have
 JC0130.an estimated accuracy of +/- 6 seconds.
 JC0130
 JC0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0130.The vertical order pertains to the NGVD 29 superseded value.
 JC0130
 JC0130.The geoid height was determined by GEOID03.
 JC0130
 JC0130;                    North         East    Units  Estimated Accuracy
 JC0130;SPC MO E     -   336,060.      263,980.      MT  (+/- 180 meters Scaled)
 JC0130
 JC0130                          SUPERSEDED SURVEY CONTROL
 JC0130
 JC0130  NGVD 29 (??/??/92)  135.477  (m)          444.48   (f) ADJ UNCH    ?  
 JC0130
 JC0130.Superseded values are not recommended for survey control.
 JC0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0130.See file dsdata.txt to determine how the superseded data were derived.
 JC0130
 JC0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD308047(NAD 83)
 JC0130_MARKER: P = PIPE CAP
 JC0130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0130
 JC0130  HISTORY     - Date     Condition        Report By
 JC0130  HISTORY     - UNK      MONUMENTED       MORC
 JC0130  HISTORY     - 1934     GOOD             NGS
 JC0130
 JC0130                          STATION DESCRIPTION
 JC0130
 JC0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0130'AT MUSICKS FERRY.
 JC0130'AT MUSICKS FERRY, ST. LOUIS COUNTY, NORTHEAST OF THE
 JC0130'INTERSECTION OF DOUGLAS AND NEW HALL FERRY ROADS, IN THE CENTER
 JC0130'OF A PRIVATE DRIVEWAY ALONG THE WEST SIDE OF A 3-STORY STONE
 JC0130'BUILDING BELONGING TO JOHN C. HEINS, 19 FEET SOUTH AND 10 FEET
 JC0130'WEST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 15 FEET EAST
 JC0130'OF THE WEST PROPERTY LINE.  AN IRON PIPE BEARING A MISSOURI
 JC0130'RIVER COMMISSION STANDARD CAP ABOUT 1-1/2 FEET UNDER THE ASPHALT
 JC0130'SLAB IN THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0343 ***********************************************************************
 GE0343  DESIGNATION -  14 J
 GE0343  PID         -  GE0343
 GE0343  STATE/COUNTY-  MO/RIPLEY
 GE0343  USGS QUAD   -  BRIAR (1997)
 GE0343
 GE0343                         *CURRENT SURVEY CONTROL
 GE0343  ___________________________________________________________________
 GE0343* NAD 83(1986)-  36 39 22.     (N)    090 54 11.     (W)     SCALED    
 GE0343* NAVD 88     -       176.547  (meters)     579.22   (feet)  POSTED    
 GE0343  ___________________________________________________________________
 GE0343  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GE0343  DYNAMIC HT  -         176.400 (meters)     578.74  (feet)  COMP
 GE0343  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 GE0343
 GE0343  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GE0343
 GE0343.The horizontal coordinates were scaled from a topographic map and have
 GE0343.an estimated accuracy of +/- 6 seconds.
 GE0343
 GE0343.The orthometric height was determined by differential leveling
 GE0343.and adjusted by the National Geodetic Survey in 1992..
 GE0343.No vertical observational check was made to the station.
 GE0343.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GE0343.was located on a no-check spur therefore a value was not computed.
 GE0343
 GE0343.The geoid height was determined by GEOID03.
 GE0343
 GE0343.The dynamic height is computed by dividing the NAVD 88
 GE0343.geopotential number by the normal gravity value computed on the
 GE0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0343.degrees latitude (g = 980.6199 gals.).
 GE0343
 GE0343.The modeled gravity was interpolated from observed gravity values.
 GE0343
 GE0343;                    North         East    Units  Estimated Accuracy
 GE0343;SPC MO E     -    91,370.      213,970.      MT  (+/- 180 meters Scaled)
 GE0343
 GE0343                          SUPERSEDED SURVEY CONTROL
 GE0343
 GE0343  NGVD 29 (??/??/92)  176.458  (m)          578.93   (f) ADJ UNCH    3 0
 GE0343
 GE0343.Superseded values are not recommended for survey control.
 GE0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0343.See file dsdata.txt to determine how the superseded data were derived.
 GE0343
 GE0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA874587(NAD 83)
 GE0343_MARKER: DD = SURVEY DISK
 GE0343_SETTING: 66 = SET IN ROCK OUTCROP
 GE0343_SP_SET: ROCK OUTCROP
 GE0343_STAMPING: 579 14 J 1933
 GE0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0343+STABILITY: POSITION/ELEVATION WELL
 GE0343
 GE0343  HISTORY     - Date     Condition        Report By
 GE0343  HISTORY     - 1933     MONUMENTED       USGS
 GE0343
 GE0343                          STATION DESCRIPTION
 GE0343
 GE0343'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GE0343'2.7 MI NW FROM DONIPHAN.
 GE0343'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE CURRENT
 GE0343'RIVER BRIDGE AT DONIPHAN, RIPLEY COUNTY, THENCE 2.5 MILES
 GE0343'NORTHWEST ALONG THE OLD BENNETT-DONIPHAN ROAD, IN SOUTHWEST 1/4
 GE0343'SEC. 7, T. 23 N., R. 2 E., AT A CROSSROADS, 55 FEET NORTH AND
 GE0343'45 FEET WEST OF THE INTERSECTION, 18 FEET EAST OF THE ROAD, AND
 GE0343'IN SANDSTONE ROCK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 GE0343'STAMPED 579 14 J 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0547 ***********************************************************************
 JD0547  DESIGNATION -  14 WR
 JD0547  PID         -  JD0547
 JD0547  STATE/COUNTY-  MO/COOPER
 JD0547  USGS QUAD   -  BUNCETON (1979)
 JD0547
 JD0547                         *CURRENT SURVEY CONTROL
 JD0547  ___________________________________________________________________
 JD0547* NAD 83(1986)-  38 45 02.     (N)    092 51 24.     (W)     SCALED    
 JD0547* NAVD 88     -       252.144  (meters)     827.24   (feet)  ADJUSTED  
 JD0547  ___________________________________________________________________
 JD0547  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0547  DYNAMIC HT  -         251.976 (meters)     826.69  (feet)  COMP
 JD0547  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 JD0547
 JD0547  VERT ORDER  -  SECOND    CLASS 0
 JD0547
 JD0547.The horizontal coordinates were scaled from a topographic map and have
 JD0547.an estimated accuracy of +/- 6 seconds.
 JD0547
 JD0547.The orthometric height was determined by differential leveling
 JD0547.and adjusted by the National Geodetic Survey in June 1991..
 JD0547
 JD0547.The geoid height was determined by GEOID03.
 JD0547
 JD0547.The dynamic height is computed by dividing the NAVD 88
 JD0547.geopotential number by the normal gravity value computed on the
 JD0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0547.degrees latitude (g = 980.6199 gals.).
 JD0547
 JD0547.The modeled gravity was interpolated from observed gravity values.
 JD0547
 JD0547;                    North         East    Units  Estimated Accuracy
 JD0547;SPC MO C     -   323,800.      469,000.      MT  (+/- 180 meters Scaled)
 JD0547
 JD0547                          SUPERSEDED SURVEY CONTROL
 JD0547
 JD0547  NGVD 29 (??/??/92)  252.052  (m)          826.94   (f) ADJ UNCH    2 0
 JD0547
 JD0547.Superseded values are not recommended for survey control.
 JD0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0547.See file dsdata.txt to determine how the superseded data were derived.
 JD0547
 JD0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC124891(NAD 83)
 JD0547_MARKER: DD = SURVEY DISK
 JD0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0547_STAMPING: 14 WR 1948
 JD0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0547+STABILITY: SURFACE MOTION
 JD0547
 JD0547  HISTORY     - Date     Condition        Report By
 JD0547  HISTORY     - 1948     MONUMENTED       USGS
 JD0547  HISTORY     - 1963     GOOD             NGS
 JD0547
 JD0547                          STATION DESCRIPTION
 JD0547
 JD0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0547'6.7 MI N FROM SYRACUSE.
 JD0547'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0547'THE STATION AT SYRACUSE, THENCE 5.9 MILES NORTH ALONG STATE
 JD0547'HIGHWAY 5, 57.4 FEET NORTHEAST OF THE CENTER OF A ROAD INTERSECTION,
 JD0547'44.4 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 32.5 FEET NORTH
 JD0547'OF THE CENTERLINE OF THE EAST-WEST ROAD, 11.7 FEET SOUTHEAST OF
 JD0547'A POWER POLE BRACED BY 3 GUY WIRES, 1.7 FEET NORTH OF A WITNESS
 JD0547'POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 JD0547'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0684 ***********************************************************************
 KC0684  DESIGNATION -  1403
 KC0684  PID         -  KC0684
 KC0684  STATE/COUNTY-  MO/MONROE
 KC0684  USGS QUAD   -  PARIS EAST (1972)
 KC0684
 KC0684                         *CURRENT SURVEY CONTROL
 KC0684  ___________________________________________________________________
 KC0684* NAD 83(1997)-  39 27 23.06190(N)    091 57 19.00961(W)     ADJUSTED  
 KC0684* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 KC0684  ___________________________________________________________________
 KC0684  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 KC0684  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KC0684
 KC0684  HORZ ORDER  -  SECOND
 KC0684
 KC0684.The horizontal coordinates were established by classical geodetic methods
 KC0684.and adjusted by the National Geodetic Survey in February 2000..
 KC0684
 KC0684.The orthometric height was scaled from a topographic map.
 KC0684
 KC0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0684
 KC0684.The geoid height was determined by GEOID03.
 KC0684
 KC0684;                    North         East     Units Scale Factor Converg.
 KC0684;SPC MO C     -   402,239.165   546,879.459   MT  0.99996038   +0 20 46.2
 KC0684;UTM  15      - 4,367,947.222   589,881.013   MT  0.99969946   +0 39 50.2
 KC0684
 KC0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0684!SPC MO C     -   0.99996915  x   0.99996038  =   0.99992953
 KC0684!UTM  15      -   0.99996915  x   0.99969946  =   0.99966862
 KC0684
 KC0684                          SUPERSEDED SURVEY CONTROL
 KC0684
 KC0684  NAD 83(1997)-  39 27 23.06578(N)    091 57 19.01693(W) AD(       ) 2
 KC0684  NAD 83(1986)-  39 27 23.06983(N)    091 57 19.01894(W) AD(       ) 2
 KC0684  NAD 27      -  39 27 22.92680(N)    091 57 18.41690(W) AD(       ) 2
 KC0684
 KC0684.Superseded values are not recommended for survey control.
 KC0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0684.See file dsdata.txt to determine how the superseded data were derived.
 KC0684
 KC0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD8988167947(NAD 83)
 KC0684_MARKER: DB = BENCH MARK DISK
 KC0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0684_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KC0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0684+STABILITY: SURFACE MOTION
 KC0684
 KC0684  HISTORY     - Date     Condition        Report By
 KC0684  HISTORY     - 1958     MONUMENTED       USGS
 KC0684
 KC0684                          STATION DESCRIPTION
 KC0684
 KC0684'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 KC0684'THE STATION IS ABOUT 3 MILES SOUTHEAST OF PARIS ON THE HIGHWAY
 KC0684'RIGHT-OF-WAY.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 KC0684'MARK DISK STAMPED 1403 CWA 1934 SET IN THE TOP OF A 4 X 4 INCH
 KC0684'CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 2 FEET SOUTH OF A
 KC0684'HEDGE ROW, 53 FEET NORTH OF THE CENTERLINE OF HIGHWAY 154, AND
 KC0684'59 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD.
 KC0684'
 KC0684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KC0684'STATE HIGHWAY 15 JUST SOUTH OF PARIS, GO SOUTH ON HIGHWAY 15 FOR
 KC0684'0.35 MILE TO THE JUNCTION OF STATE HIGHWAY 154.  TURN LEFT AND
 KC0684'GO EAST ON HIGHWAY 154 FOR 2.65 MILES TO THE STATION ON THE LEFT.
 KC0684'
 KC0684'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 KC0684'POWERS TO 1403 (USGS).  THE DISTANCE IS 8.6318 METERS, 28.32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0319 ***********************************************************************
 HD0319  DESIGNATION -  1405.0
 HD0319  PID         -  HD0319
 HD0319  STATE/COUNTY-  MO/WRIGHT
 HD0319  USGS QUAD   -  HARTVILLE (1956)
 HD0319
 HD0319                         *CURRENT SURVEY CONTROL
 HD0319  ___________________________________________________________________
 HD0319* NAD 83(1986)-  37 15 55.     (N)    092 31 31.     (W)     SCALED    
 HD0319* NAVD 88     -       428.425  (meters)    1405.59   (feet)  ADJUSTED  
 HD0319  ___________________________________________________________________
 HD0319  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HD0319  DYNAMIC HT  -         428.084 (meters)    1404.47  (feet)  COMP
 HD0319  MODELED GRAV-     979,822.3   (mgal)                       NAVD 88
 HD0319
 HD0319  VERT ORDER  -  SECOND    CLASS 0
 HD0319
 HD0319.The horizontal coordinates were scaled from a topographic map and have
 HD0319.an estimated accuracy of +/- 6 seconds.
 HD0319
 HD0319.The orthometric height was determined by differential leveling
 HD0319.and adjusted by the National Geodetic Survey in June 1991..
 HD0319
 HD0319.The geoid height was determined by GEOID03.
 HD0319
 HD0319.The dynamic height is computed by dividing the NAVD 88
 HD0319.geopotential number by the normal gravity value computed on the
 HD0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0319.degrees latitude (g = 980.6199 gals.).
 HD0319
 HD0319.The modeled gravity was interpolated from observed gravity values.
 HD0319
 HD0319;                    North         East    Units  Estimated Accuracy
 HD0319;SPC MO C     -   158,890.      497,760.      MT  (+/- 180 meters Scaled)
 HD0319
 HD0319                          SUPERSEDED SURVEY CONTROL
 HD0319
 HD0319  NGVD 29 (??/??/92)  428.292  (m)         1405.15   (f) ADJ UNCH    2 0
 HD0319
 HD0319.Superseded values are not recommended for survey control.
 HD0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0319.See file dsdata.txt to determine how the superseded data were derived.
 HD0319
 HD0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB420244(NAD 83)
 HD0319_MARKER: Q = CHISELED SQUARE
 HD0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0319_SP_SET: CULVERT
 HD0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0319
 HD0319  HISTORY     - Date     Condition        Report By
 HD0319  HISTORY     - UNK      MONUMENTED       USGS
 HD0319  HISTORY     - 1934     GOOD             NGS
 HD0319  HISTORY     - 1977     GOOD             NGS
 HD0319  HISTORY     - 1977     GOOD             NGS
 HD0319  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0319
 HD0319                          STATION DESCRIPTION
 HD0319
 HD0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0319'1.7 MI N FROM HARTVILLE.
 HD0319'1.7 MILES NORTH ALONG STATE HIGHWAY 5 FROM HARTVILLE, WRIGHT
 HD0319'COUNTY, IN THE NORTH ANGLE OF THE JUNCTION OF A ROAD LEADING
 HD0319'NORTHEAST, AT A CULVERT, AND ON THE TOP OF THE EAST CONCRETE
 HD0319'HEADWALL.  A CHISELED SQUARE.
 HD0319
 HD0319                          STATION RECOVERY (1977)
 HD0319
 HD0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0319'RECOVERED IN GOOD CONDITION.
 HD0319
 HD0319                          STATION RECOVERY (1977)
 HD0319
 HD0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0319'RECOVERED IN GOOD CONDITION.
 HD0319
 HD0319                          STATION RECOVERY (1988)
 HD0319
 HD0319'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0435 ***********************************************************************
 KC0435  DESIGNATION -  1408
 KC0435  PID         -  KC0435
 KC0435  STATE/COUNTY-  MO/RALLS
 KC0435  USGS QUAD   -  PERRY (1973)
 KC0435
 KC0435                         *CURRENT SURVEY CONTROL
 KC0435  ___________________________________________________________________
 KC0435* NAD 83(1986)-  39 25 48.     (N)    091 40 02.     (W)     SCALED    
 KC0435* NAVD 88     -       213.944  (meters)     701.91   (feet)  ADJUSTED  
 KC0435  ___________________________________________________________________
 KC0435  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0435  DYNAMIC HT  -         213.818 (meters)     701.50  (feet)  COMP
 KC0435  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 KC0435
 KC0435  VERT ORDER  -  SECOND    CLASS 0
 KC0435
 KC0435.The horizontal coordinates were scaled from a topographic map and have
 KC0435.an estimated accuracy of +/- 6 seconds.
 KC0435
 KC0435.The orthometric height was determined by differential leveling
 KC0435.and adjusted by the National Geodetic Survey in June 1991..
 KC0435
 KC0435.The geoid height was determined by GEOID03.
 KC0435
 KC0435.The dynamic height is computed by dividing the NAVD 88
 KC0435.geopotential number by the normal gravity value computed on the
 KC0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0435.degrees latitude (g = 980.6199 gals.).
 KC0435
 KC0435.The modeled gravity was interpolated from observed gravity values.
 KC0435
 KC0435;                    North         East    Units  Estimated Accuracy
 KC0435;SPC MO E     -   399,820.      149,510.      MT  (+/- 180 meters Scaled)
 KC0435
 KC0435                          SUPERSEDED SURVEY CONTROL
 KC0435
 KC0435  NGVD 29 (??/??/92)  213.960  (m)          701.97   (f) ADJ UNCH    2 0
 KC0435
 KC0435.Superseded values are not recommended for survey control.
 KC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0435.See file dsdata.txt to determine how the superseded data were derived.
 KC0435
 KC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD147653(NAD 83)
 KC0435_MARKER: DD = SURVEY DISK
 KC0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0435_STAMPING: 1408 1934
 KC0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0435+STABILITY: SURFACE MOTION
 KC0435
 KC0435  HISTORY     - Date     Condition        Report By
 KC0435  HISTORY     - 1934     MONUMENTED       USGS
 KC0435  HISTORY     - UNK      GOOD             NGS
 KC0435
 KC0435                          STATION DESCRIPTION
 KC0435
 KC0435'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 KC0435'AT PERRY.
 KC0435'AT PERRY, RALLS COUNTY, AT THE EAST EDGE OF TOWN, ON STATE
 KC0435'HIGHWAY 26, AT THE CITY PARK, AT THE JUNCTION OF A ROAD LEADING
 KC0435'NORTH, 100 FEET WEST OF THE CENTERLINE OF THE ROAD, 55 FEET
 KC0435'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTH OF A
 KC0435'PARK FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KC0435'STAMPED 1408 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0452 ***********************************************************************
 HD0452  DESIGNATION -  1409.1
 HD0452  PID         -  HD0452
 HD0452  STATE/COUNTY-  MO/LACLEDE
 HD0452  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0452
 HD0452                         *CURRENT SURVEY CONTROL
 HD0452  ___________________________________________________________________
 HD0452* NAD 83(1986)-  37 31 13.     (N)    092 49 11.     (W)     SCALED    
 HD0452* NAVD 88     -       429.305  (meters)    1408.48   (feet)  ADJUSTED  
 HD0452  ___________________________________________________________________
 HD0452  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HD0452  DYNAMIC HT  -         428.973 (meters)    1407.39  (feet)  COMP
 HD0452  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 HD0452
 HD0452  VERT ORDER  -  SECOND    CLASS 0
 HD0452
 HD0452.The horizontal coordinates were scaled from a topographic map and have
 HD0452.an estimated accuracy of +/- 6 seconds.
 HD0452
 HD0452.The orthometric height was determined by differential leveling
 HD0452.and adjusted by the National Geodetic Survey in June 1991..
 HD0452
 HD0452.The geoid height was determined by GEOID03.
 HD0452
 HD0452.The dynamic height is computed by dividing the NAVD 88
 HD0452.geopotential number by the normal gravity value computed on the
 HD0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0452.degrees latitude (g = 980.6199 gals.).
 HD0452
 HD0452.The modeled gravity was interpolated from observed gravity values.
 HD0452
 HD0452;                    North         East    Units  Estimated Accuracy
 HD0452;SPC MO C     -   187,240.      471,740.      MT  (+/- 180 meters Scaled)
 HD0452
 HD0452                          SUPERSEDED SURVEY CONTROL
 HD0452
 HD0452  NGVD 29 (??/??/92)  429.184  (m)         1408.08   (f) ADJ UNCH    2 0
 HD0452
 HD0452.Superseded values are not recommended for survey control.
 HD0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0452.See file dsdata.txt to determine how the superseded data were derived.
 HD0452
 HD0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB159526(NAD 83)
 HD0452_MARKER: Q = CHISELED SQUARE
 HD0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0452_SP_SET: SIGNAL BASE
 HD0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0452
 HD0452  HISTORY     - Date     Condition        Report By
 HD0452  HISTORY     - UNK      MONUMENTED       USGS
 HD0452  HISTORY     - 1934     GOOD             NGS
 HD0452
 HD0452                          STATION DESCRIPTION
 HD0452
 HD0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0452'1.4 MI NE FROM CONWAY.
 HD0452'1.4 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0452'FROM THE STATION AT CONWAY, LACLEDE COUNTY, ONE POLE SOUTHWEST
 HD0452'OF MILEPOST 197, AND ON THE TOP OF THE NORTHWEST CORNER OF A
 HD0452'SIGNAL BASE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0295 ***********************************************************************
 HD0295  DESIGNATION -  1413.4
 HD0295  PID         -  HD0295
 HD0295  STATE/COUNTY-  MO/WEBSTER
 HD0295  USGS QUAD   -  NIANGUA (1982)
 HD0295
 HD0295                         *CURRENT SURVEY CONTROL
 HD0295  ___________________________________________________________________
 HD0295* NAD 83(1986)-  37 24 23.     (N)    092 50 12.     (W)     SCALED    
 HD0295* NAVD 88     -       430.673  (meters)    1412.97   (feet)  ADJUSTED  
 HD0295  ___________________________________________________________________
 HD0295  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 HD0295  DYNAMIC HT  -         430.338 (meters)    1411.87  (feet)  COMP
 HD0295  MODELED GRAV-     979,839.1   (mgal)                       NAVD 88
 HD0295
 HD0295  VERT ORDER  -  SECOND    CLASS 0
 HD0295
 HD0295.The horizontal coordinates were scaled from a topographic map and have
 HD0295.an estimated accuracy of +/- 6 seconds.
 HD0295
 HD0295.The orthometric height was determined by differential leveling
 HD0295.and adjusted by the National Geodetic Survey in June 1991..
 HD0295
 HD0295.The geoid height was determined by GEOID03.
 HD0295
 HD0295.The dynamic height is computed by dividing the NAVD 88
 HD0295.geopotential number by the normal gravity value computed on the
 HD0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0295.degrees latitude (g = 980.6199 gals.).
 HD0295
 HD0295.The modeled gravity was interpolated from observed gravity values.
 HD0295
 HD0295;                    North         East    Units  Estimated Accuracy
 HD0295;SPC MO C     -   174,600.      470,200.      MT  (+/- 180 meters Scaled)
 HD0295
 HD0295                          SUPERSEDED SURVEY CONTROL
 HD0295
 HD0295  NGVD 29 (??/??/92)  430.551  (m)         1412.57   (f) ADJ UNCH    2 0
 HD0295
 HD0295.Superseded values are not recommended for survey control.
 HD0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0295.See file dsdata.txt to determine how the superseded data were derived.
 HD0295
 HD0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB144399(NAD 83)
 HD0295_MARKER: Q = CHISELED SQUARE
 HD0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0295_SP_SET: SEMAPHORE
 HD0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0295
 HD0295  HISTORY     - Date     Condition        Report By
 HD0295  HISTORY     - UNK      MONUMENTED       USGS
 HD0295  HISTORY     - 1935     GOOD             NGS
 HD0295  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0295  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0295
 HD0295                          STATION DESCRIPTION
 HD0295
 HD0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0295'1.1 MI E FROM NIANGUA.
 HD0295'1.1 MILES EAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0295'THE STATION AT NIANGUA, WEBSTER COUNTY, ON THE TOP OF THE
 HD0295'NORTHWEST END OF SEMAPHORE 2058.  A CHISELED SQUARE.
 HD0295
 HD0295                          STATION RECOVERY (1977)
 HD0295
 HD0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0295'MARK NOT FOUND.
 HD0295
 HD0295                          STATION RECOVERY (1977)
 HD0295
 HD0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0456 ***********************************************************************
 HD0456  DESIGNATION -  1416.8
 HD0456  PID         -  HD0456
 HD0456  STATE/COUNTY-  MO/LACLEDE
 HD0456  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0456
 HD0456                         *CURRENT SURVEY CONTROL
 HD0456  ___________________________________________________________________
 HD0456* NAD 83(1986)-  37 32 54.     (N)    092 47 30.     (W)     SCALED    
 HD0456* NAVD 88     -       431.644  (meters)    1416.15   (feet)  ADJUSTED  
 HD0456  ___________________________________________________________________
 HD0456  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HD0456  DYNAMIC HT  -         431.309 (meters)    1415.05  (feet)  COMP
 HD0456  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 HD0456
 HD0456  VERT ORDER  -  SECOND    CLASS 0
 HD0456
 HD0456.The horizontal coordinates were scaled from a topographic map and have
 HD0456.an estimated accuracy of +/- 6 seconds.
 HD0456
 HD0456.The orthometric height was determined by differential leveling
 HD0456.and adjusted by the National Geodetic Survey in June 1991..
 HD0456
 HD0456.The geoid height was determined by GEOID03.
 HD0456
 HD0456.The dynamic height is computed by dividing the NAVD 88
 HD0456.geopotential number by the normal gravity value computed on the
 HD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0456.degrees latitude (g = 980.6199 gals.).
 HD0456
 HD0456.The modeled gravity was interpolated from observed gravity values.
 HD0456
 HD0456;                    North         East    Units  Estimated Accuracy
 HD0456;SPC MO C     -   190,340.      474,230.      MT  (+/- 180 meters Scaled)
 HD0456
 HD0456                          SUPERSEDED SURVEY CONTROL
 HD0456
 HD0456  NGVD 29 (??/??/92)  431.522  (m)         1415.75   (f) ADJ UNCH    2 0
 HD0456
 HD0456.Superseded values are not recommended for survey control.
 HD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0456.See file dsdata.txt to determine how the superseded data were derived.
 HD0456
 HD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB184557(NAD 83)
 HD0456_MARKER: Q = CHISELED SQUARE
 HD0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0456_SP_SET: SEMAPHORE BASE
 HD0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0456
 HD0456  HISTORY     - Date     Condition        Report By
 HD0456  HISTORY     - UNK      MONUMENTED       USGS
 HD0456  HISTORY     - 1934     GOOD             NGS
 HD0456
 HD0456                          STATION DESCRIPTION
 HD0456
 HD0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0456'0.5 MI SW FROM PHILLIPSBURG.
 HD0456'0.5 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0456'FROM THE STATION AT PHILLIPSBURG, AT POLE 194/16, AT SEMAPHORE
 HD0456'1943, ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE,
 HD0456'AND 8 FEET NORTH OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0692 ***********************************************************************
 KC0692  DESIGNATION -  1418
 KC0692  PID         -  KC0692
 KC0692  STATE/COUNTY-  MO/MONROE
 KC0692  USGS QUAD   -  STOUTSVILLE (1960)
 KC0692
 KC0692                         *CURRENT SURVEY CONTROL
 KC0692  ___________________________________________________________________
 KC0692* NAD 83(1997)-  39 34 22.40797(N)    091 49 41.51551(W)     ADJUSTED  
 KC0692* NAVD 88     -       215.85   (+/-2cm)     708.2    (feet)  VERTCON   
 KC0692  ___________________________________________________________________
 KC0692  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 KC0692  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KC0692
 KC0692  HORZ ORDER  -  SECOND
 KC0692  VERT ORDER  -  THIRD ? (See Below)
 KC0692
 KC0692.The horizontal coordinates were established by classical geodetic methods
 KC0692.and adjusted by the National Geodetic Survey in February 2000..
 KC0692
 KC0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0692.The vertical order pertains to the NGVD 29 superseded value.
 KC0692
 KC0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0692
 KC0692.The geoid height was determined by GEOID03.
 KC0692
 KC0692;                    North         East     Units Scale Factor Converg.
 KC0692;SPC MO C     -   415,245.049   557,719.923   MT  0.99997434   +0 25 40.8
 KC0692;UTM  15      - 4,381,009.770   600,646.335   MT  0.99972471   +0 44 47.7
 KC0692
 KC0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0692!SPC MO C     -   0.99997122  x   0.99997434  =   0.99994556
 KC0692!UTM  15      -   0.99997122  x   0.99972471  =   0.99969594
 KC0692
 KC0692                          SUPERSEDED SURVEY CONTROL
 KC0692
 KC0692  NAD 83(1997)-  39 34 22.41253(N)    091 49 41.51810(W) AD(       ) 2
 KC0692  NAD 83(1997)-  39 34 22.41729(N)    091 49 41.52456(W) AD(       ) 2
 KC0692  NAD 83(1986)-  39 34 22.41594(N)    091 49 41.52542(W) AD(       ) 2
 KC0692  NAD 27      -  39 34 22.27610(N)    091 49 40.93390(W) AD(       ) 2
 KC0692  NGVD 29 (07/19/86)  215.86   (m)          708.2    (f) LEVELING    3  
 KC0692
 KC0692.Superseded values are not recommended for survey control.
 KC0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0692.See file dsdata.txt to determine how the superseded data were derived.
 KC0692
 KC0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD0064681010(NAD 83)
 KC0692_MARKER: DB = BENCH MARK DISK
 KC0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KC0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0692+STABILITY: SURFACE MOTION
 KC0692
 KC0692  HISTORY     - Date     Condition        Report By
 KC0692  HISTORY     - 1958     MONUMENTED       USGS
 KC0692
 KC0692                          STATION DESCRIPTION
 KC0692
 KC0692'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 KC0692'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF MONROE CITY AND
 KC0692'7 MILES NORTHWEST OF FLORIDA ON HIGHWAY RIGHT-OF-WAY.  IT IS
 KC0692'A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 1418
 KC0692'CWA 1934 708 (FEET ELEVATION) SET IN THE TOP OF A 4 X 4 INCH
 KC0692'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 4 FEET NORTHWEST
 KC0692'OF A WIRE FENCE, 40 FEET EAST OF THE CENTERLINE OF HIGHWAY 107,
 KC0692'66 FEET SOUTH OF A TELEPHONE POLE, AND 72 FEET EAST OF THE
 KC0692'CENTERLINE OF HIGHWAY 24.
 KC0692'
 KC0692'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CLAPPER
 KC0692'TO 1418 (USGS), THE DISTANCE IS 74.9350 METERS, 245.85 FEET.
 KC0692'
 KC0692'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KC0692'U.S. HIGHWAY 36 IN MONROE CITY, GO SOUTH AND SOUTHWEST ON U.S.
 KC0692'HIGHWAY 24 FOR 8.9 MILES TO THE JUNCTION OF STATE HIGHWAY 107 AND
 KC0692'THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0564 ***********************************************************************
 LE0564  DESIGNATION -  1419
 LE0564  PID         -  LE0564
 LE0564  STATE/COUNTY-  MO/GRUNDY
 LE0564  USGS QUAD   -  TRENTON WEST (1984)
 LE0564
 LE0564                         *CURRENT SURVEY CONTROL
 LE0564  ___________________________________________________________________
 LE0564* NAD 83(1997)-  40 03 38.51283(N)    093 44 08.90645(W)     ADJUSTED  
 LE0564* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 LE0564  ___________________________________________________________________
 LE0564  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 LE0564  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LE0564
 LE0564  HORZ ORDER  -  SECOND
 LE0564
 LE0564.The horizontal coordinates were established by classical geodetic methods
 LE0564.and adjusted by the National Geodetic Survey in February 2000..
 LE0564
 LE0564.The orthometric height was scaled from a topographic map.
 LE0564
 LE0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0564
 LE0564.The geoid height was determined by GEOID03.
 LE0564
 LE0564;                    North         East     Units Scale Factor Converg.
 LE0564;SPC MO C     -   469,919.450   394,568.751   MT  1.00007013   -0 47 43.6
 LE0564;SPC MO W     -   432,486.961   915,196.042   MT  0.99999348   +0 29 30.7
 LE0564;UTM  15      - 4,434,753.482   437,247.053   MT  0.99964848   -0 28 24.9
 LE0564
 LE0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0564!SPC MO C     -   0.99995987  x   1.00007013  =   1.00003000
 LE0564!SPC MO W     -   0.99995987  x   0.99999348  =   0.99995335
 LE0564!UTM  15      -   0.99995987  x   0.99964848  =   0.99960837
 LE0564
 LE0564                          SUPERSEDED SURVEY CONTROL
 LE0564
 LE0564  NAD 83(1997)-  40 03 38.51342(N)    093 44 08.90785(W) AD(       ) 2
 LE0564  NAD 83(1997)-  40 03 38.51502(N)    093 44 08.90923(W) AD(       ) 2
 LE0564  NAD 83(1986)-  40 03 38.51467(N)    093 44 08.90869(W) AD(       ) 2
 LE0564  NAD 27      -  40 03 38.47620(N)    093 44 08.10990(W) AD(       ) 2
 LE0564
 LE0564.Superseded values are not recommended for survey control.
 LE0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0564.See file dsdata.txt to determine how the superseded data were derived.
 LE0564
 LE0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE3724734753(NAD 83)
 LE0564_MARKER: DB = BENCH MARK DISK
 LE0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0564
 LE0564  HISTORY     - Date     Condition        Report By
 LE0564  HISTORY     - 1948     MONUMENTED       USGS
 LE0564
 LE0564                          STATION DESCRIPTION
 LE0564
 LE0564'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LE0564'STATION IS LOCATED ABOUT 6 MILES WEST AND 1.5 MILES SOUTH OF TRENTON
 LE0564'ON LAND OWNED AND OCCUPIED BY MRS. MABLE THORNBURG.
 LE0564'
 LE0564'U.S. GEOLOGICAL SURVEY BENCH MARK 1419 1934 IS ON THE EAST SHOULDER
 LE0564'OF STATE HIGHWAY 6 NEAR THE NORTH TIP OF A TRIANGLE PLOT CREATED BY
 LE0564'ROAD INTERSECTIONS.  IT IS 24 FEET EAST OF THE CENTER OF THE
 LE0564'HIGHWAY AND 9 FEET NORTH OF TELEPHONE POLE NO. 1825.  THE MARK IS A
 LE0564'STANDARD DISK SET IN TOP OF A 5-INCH SQUARE CONCRETE POST AND IS
 LE0564'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED
 LE0564'1419 1934.  A TRAVERSE CONNECTION WAS MADE TO THIS MARK.  MARK
 LE0564'HAS BEEN HIT BY GRADER AND IS SLIGHTLY TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0454 ***********************************************************************
 HD0454  DESIGNATION -  1419.3
 HD0454  PID         -  HD0454
 HD0454  STATE/COUNTY-  MO/LACLEDE
 HD0454  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0454
 HD0454                         *CURRENT SURVEY CONTROL
 HD0454  ___________________________________________________________________
 HD0454* NAD 83(1986)-  37 31 32.     (N)    092 48 36.     (W)     SCALED    
 HD0454* NAVD 88     -       432.415  (meters)    1418.68   (feet)  ADJUSTED  
 HD0454  ___________________________________________________________________
 HD0454  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HD0454  DYNAMIC HT  -         432.080 (meters)    1417.58  (feet)  COMP
 HD0454  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 HD0454
 HD0454  VERT ORDER  -  SECOND    CLASS 0
 HD0454
 HD0454.The horizontal coordinates were scaled from a topographic map and have
 HD0454.an estimated accuracy of +/- 6 seconds.
 HD0454
 HD0454.The orthometric height was determined by differential leveling
 HD0454.and adjusted by the National Geodetic Survey in June 1991..
 HD0454
 HD0454.The geoid height was determined by GEOID03.
 HD0454
 HD0454.The dynamic height is computed by dividing the NAVD 88
 HD0454.geopotential number by the normal gravity value computed on the
 HD0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0454.degrees latitude (g = 980.6199 gals.).
 HD0454
 HD0454.The modeled gravity was interpolated from observed gravity values.
 HD0454
 HD0454;                    North         East    Units  Estimated Accuracy
 HD0454;SPC MO C     -   187,820.      472,600.      MT  (+/- 180 meters Scaled)
 HD0454
 HD0454                          SUPERSEDED SURVEY CONTROL
 HD0454
 HD0454  NGVD 29 (??/??/92)  432.294  (m)         1418.28   (f) ADJ UNCH    2 0
 HD0454
 HD0454.Superseded values are not recommended for survey control.
 HD0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0454.See file dsdata.txt to determine how the superseded data were derived.
 HD0454
 HD0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB167531(NAD 83)
 HD0454_MARKER: Q = CHISELED SQUARE
 HD0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0454_SP_SET: SIGNAL BASE
 HD0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0454
 HD0454  HISTORY     - Date     Condition        Report By
 HD0454  HISTORY     - UNK      MONUMENTED       USGS
 HD0454  HISTORY     - 1934     GOOD             NGS
 HD0454
 HD0454                          STATION DESCRIPTION
 HD0454
 HD0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0454'2.1 MI NE FROM CONWAY.
 HD0454'2.1 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0454'FROM THE STATION AT CONWAY, LACLEDE COUNTY, AND ON THE TOP OF
 HD0454'THE SOUTHEAST CORNER OF A SIGNAL BASE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0660 ***********************************************************************
 KC0660  DESIGNATION -  1421
 KC0660  PID         -  KC0660
 KC0660  STATE/COUNTY-  MO/RALLS
 KC0660  USGS QUAD   -  PERRY NE (1973)
 KC0660
 KC0660                         *CURRENT SURVEY CONTROL
 KC0660  ___________________________________________________________________
 KC0660* NAD 83(1997)-  39 28 36.86897(N)    091 35 08.31666(W)     ADJUSTED  
 KC0660* NAVD 88     -       226.70   (+/-2cm)     743.8    (feet)  VERTCON   
 KC0660  ___________________________________________________________________
 KC0660  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 KC0660  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KC0660
 KC0660  HORZ ORDER  -  SECOND
 KC0660  VERT ORDER  -  THIRD ? (See Below)
 KC0660
 KC0660.The horizontal coordinates were established by classical geodetic methods
 KC0660.and adjusted by the National Geodetic Survey in February 2000..
 KC0660
 KC0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0660.The vertical order pertains to the NGVD 29 superseded value.
 KC0660
 KC0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0660
 KC0660.The geoid height was determined by GEOID03.
 KC0660
 KC0660;                    North         East     Units Scale Factor Converg.
 KC0660;SPC MO E     -   404,936.258   156,594.340   MT  1.00004071   -0 41 25.0
 KC0660;SPC MO C     -   404,772.712   578,668.348   MT  1.00000950   +0 34 52.9
 KC0660;UTM  15      - 4,370,656.431   621,647.601   MT  0.99978220   +0 53 57.5
 KC0660
 KC0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0660!SPC MO E     -   0.99996953  x   1.00004071  =   1.00001023
 KC0660!SPC MO C     -   0.99996953  x   1.00000950  =   0.99997903
 KC0660!UTM  15      -   0.99996953  x   0.99978220  =   0.99975173
 KC0660
 KC0660                          SUPERSEDED SURVEY CONTROL
 KC0660
 KC0660  NAD 83(1997)-  39 28 36.87136(N)    091 35 08.31911(W) AD(       ) 2
 KC0660  NAD 83(1986)-  39 28 36.87548(N)    091 35 08.32204(W) AD(       ) 2
 KC0660  NAD 27      -  39 28 36.72250(N)    091 35 08.08250(W) AD(       ) 2
 KC0660  NGVD 29 (07/19/86)  226.71   (m)          743.8    (f) LEVELING    3  
 KC0660
 KC0660.Superseded values are not recommended for survey control.
 KC0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0660.See file dsdata.txt to determine how the superseded data were derived.
 KC0660
 KC0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD2164870656(NAD 83)
 KC0660_MARKER: DB = BENCH MARK DISK
 KC0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KC0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0660+STABILITY: SURFACE MOTION
 KC0660
 KC0660  HISTORY     - Date     Condition        Report By
 KC0660  HISTORY     - 1958     MONUMENTED       USGS
 KC0660
 KC0660                          STATION DESCRIPTION
 KC0660
 KC0660'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 KC0660'THE STATION IS ABOUT 5 MILES NORTHEAST OF PERRY, ABOUT 4 MILES
 KC0660'SOUTHWEST OF CENTER AND ON ROAD RIGHT-OF-WAY.  IT IS 50 FEET
 KC0660'WEST OF THE INTERSECTION OF STATE HIGHWAY 19 AND A GRAVELED
 KC0660'CROSSROAD, 35 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 19
 KC0660'AND 13 FEET SOUTHEAST OF A POWER LINE POLE AND A WHITE WITNESS
 KC0660'POST.  IT IS A 6 X 6 INCH CONCRETE POST THAT IS FLUSH WITH THE
 KC0660'GROUND AND HAS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 KC0660'DISK SET IN THE TOP.  THE DISK IS STAMPED 1934 1421 CWA.
 KC0660'
 KC0660'A TRAVERSE CONNECTION WAS MADE TO STATION NOONAN AND THE
 KC0660'DISTANCE IS 116.58 FEET, 35.533 METERS.
 KC0660'
 KC0660'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19
 KC0660'AND COUNTY ROAD H AND P AT THE NORTH EDGE OF CENTER, GO
 KC0660'SOUTHWEST ON HIGHWAY 19 FOR 3.7 MILES TO A GRAVELED CROSSROAD
 KC0660'AND THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0440 ***********************************************************************
 JD0440  DESIGNATION -  142=40 1/2 BOLT
 JD0440  PID         -  JD0440
 JD0440  STATE/COUNTY-  MO/COOPER
 JD0440  USGS QUAD   -  BOONVILLE (1979)
 JD0440
 JD0440                         *CURRENT SURVEY CONTROL
 JD0440  ___________________________________________________________________
 JD0440* NAD 83(1986)-  38 58 43.     (N)    092 44 41.     (W)     SCALED    
 JD0440* NAVD 88     -       181.480  (meters)     595.41   (feet)  ADJUSTED  
 JD0440  ___________________________________________________________________
 JD0440  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD0440  DYNAMIC HT  -         181.363 (meters)     595.02  (feet)  COMP
 JD0440  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 JD0440
 JD0440  VERT ORDER  -  FIRST     CLASS II
 JD0440
 JD0440.The horizontal coordinates were scaled from a topographic map and have
 JD0440.an estimated accuracy of +/- 6 seconds.
 JD0440
 JD0440.The orthometric height was determined by differential leveling
 JD0440.and adjusted by the National Geodetic Survey in June 1991..
 JD0440
 JD0440.The geoid height was determined by GEOID03.
 JD0440
 JD0440.The dynamic height is computed by dividing the NAVD 88
 JD0440.geopotential number by the normal gravity value computed on the
 JD0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0440.degrees latitude (g = 980.6199 gals.).
 JD0440
 JD0440.The modeled gravity was interpolated from observed gravity values.
 JD0440
 JD0440;                    North         East    Units  Estimated Accuracy
 JD0440;SPC MO C     -   349,090.      478,800.      MT  (+/- 180 meters Scaled)
 JD0440
 JD0440                          SUPERSEDED SURVEY CONTROL
 JD0440
 JD0440  NGVD 29 (??/??/92)  181.441  (m)          595.28   (f) ADJ UNCH    1 2
 JD0440
 JD0440.Superseded values are not recommended for survey control.
 JD0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0440.See file dsdata.txt to determine how the superseded data were derived.
 JD0440
 JD0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD221144(NAD 83)
 JD0440_MARKER: B = BOLT
 JD0440_SETTING: 0 = UNSPECIFIED SETTING
 JD0440_SP_SET: STONE POST
 JD0440_MARK LOGO: NONE  
 JD0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0440
 JD0440  HISTORY     - Date     Condition        Report By
 JD0440  HISTORY     - UNK      MONUMENTED       MORC
 JD0440  HISTORY     - 1948     GOOD             NGS
 JD0440  HISTORY     - 1986     GOOD             NGS
 JD0440  HISTORY     - 19940726 MARK NOT FOUND   MOHC
 JD0440
 JD0440                          STATION DESCRIPTION
 JD0440
 JD0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0440'AT BOONVILLE.
 JD0440'AT BOONVILLE, UNDER THE WEST SIDE OF U.S. HIGHWAY NO. 40 BRIDGE
 JD0440'OVER THE MISSOURI RIVER, 55.6 FEET NORTH OF THE NORTH EDGE OF
 JD0440'THE PAVING ON WATER STREET, 18.6 FEET WEST OF THE PEDESTAL
 JD0440'UNDER THE WEST POST OF THE SECOND BENT OF THE BRIDGE FROM THE
 JD0440'RIVER, 2.8 FEET EAST OF THE EAST EDGE OF A SIDEWALK AND JUST
 JD0440'NORTH OF THE STONE MARKING THE 1844 HIGH WATER.  THE TOP OF A
 JD0440'COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET 3.0 FEET
 JD0440'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 JD0440'A MISSOURI RIVER COMMISSION IRON CAP.
 JD0440
 JD0440                          STATION RECOVERY (1986)
 JD0440
 JD0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0440'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--3.6 M
 JD0440'(11.8 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE STANDARD OIL
 JD0440'BULK STATION OFFICE, AND 3.6 M (11.8 FT) WEST OF THE EXTENDED
 JD0440'CENTERLINE OF MAIN STREET.  BUT NOT LEVELED TO DURING THIS SURVEY.
 JD0440
 JD0440                          STATION RECOVERY (1994)
 JD0440
 JD0440'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1994 (BDC)
 JD0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0439 ***********************************************************************
 JD0439  DESIGNATION -  142=40 1/2 CAP
 JD0439  PID         -  JD0439
 JD0439  STATE/COUNTY-  MO/COOPER
 JD0439  USGS QUAD   -  BOONVILLE (1979)
 JD0439
 JD0439                         *CURRENT SURVEY CONTROL
 JD0439  ___________________________________________________________________
 JD0439* NAD 83(1986)-  38 58 43.     (N)    092 44 42.     (W)     SCALED    
 JD0439* NAVD 88     -       182.722  (meters)     599.48   (feet)  ADJUSTED  
 JD0439  ___________________________________________________________________
 JD0439  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD0439  DYNAMIC HT  -         182.604 (meters)     599.09  (feet)  COMP
 JD0439  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 JD0439
 JD0439  VERT ORDER  -  FIRST     CLASS II
 JD0439
 JD0439.The horizontal coordinates were scaled from a topographic map and have
 JD0439.an estimated accuracy of +/- 6 seconds.
 JD0439
 JD0439.The orthometric height was determined by differential leveling
 JD0439.and adjusted by the National Geodetic Survey in June 1991..
 JD0439
 JD0439.The geoid height was determined by GEOID03.
 JD0439
 JD0439.The dynamic height is computed by dividing the NAVD 88
 JD0439.geopotential number by the normal gravity value computed on the
 JD0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0439.degrees latitude (g = 980.6199 gals.).
 JD0439
 JD0439.The modeled gravity was interpolated from observed gravity values.
 JD0439
 JD0439;                    North         East    Units  Estimated Accuracy
 JD0439;SPC MO C     -   349,090.      478,770.      MT  (+/- 180 meters Scaled)
 JD0439
 JD0439                          SUPERSEDED SURVEY CONTROL
 JD0439
 JD0439  NGVD 29 (??/??/92)  182.682  (m)          599.35   (f) ADJ UNCH    1 2
 JD0439
 JD0439.Superseded values are not recommended for survey control.
 JD0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0439.See file dsdata.txt to determine how the superseded data were derived.
 JD0439
 JD0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD220144(NAD 83)
 JD0439_MARKER: P = PIPE CAP
 JD0439_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0439_SP_SET: SHALLOW-SET PIPE
 JD0439_MARK LOGO: MORC  
 JD0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0439
 JD0439  HISTORY     - Date     Condition        Report By
 JD0439  HISTORY     - UNK      MONUMENTED       MORC
 JD0439  HISTORY     - 1948     GOOD             NGS
 JD0439  HISTORY     - 1986     GOOD             NGS
 JD0439  HISTORY     - 19940726 MARK NOT FOUND   MODNR
 JD0439  HISTORY     - 20030712 POOR             GEOCAC
 JD0439
 JD0439                          STATION DESCRIPTION
 JD0439
 JD0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0439'AT BOONVILLE.
 JD0439'AT BOONVILLE, UNDER THE WEST SIDE OF U.S. HIGHWAY NO. 40 BRIDGE
 JD0439'OVER THE MISSOURI RIVER, 55.6 FEET NORTH OF THE NORTH EDGE OF
 JD0439'THE PAVING ON WATER STREET, 18.6 FEET WEST OF THE PEDESTAL UNDER
 JD0439'THE WEST POST IN THE SECOND BENT OF THE BRIDGE FROM THE RIVER,
 JD0439'2.8 FEET EAST OF THE EAST EDGE OF A SIDEWALK AND JUST NORTH
 JD0439'OF THE STONE MARKING THE 1844 HIGH WATER.  THE TOP OF A MISSOURI
 JD0439'RIVER COMMISSION IRON CAP SET ON TOP OF A 4-INCH IRON PIPE
 JD0439'AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
 JD0439
 JD0439                          STATION RECOVERY (1986)
 JD0439
 JD0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0439'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--3.6 M
 JD0439'(11.8 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE STANDARD OIL
 JD0439'BULK STATION OFFICE, AND 3.6 M (11.8 FT) WEST OF THE EXTENDED
 JD0439'CENTERLINE OF MAIN STREET.
 JD0439
 JD0439                          STATION RECOVERY (1994)
 JD0439
 JD0439'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 JD0439'MARK NOT FOUND.
 JD0439
 JD0439                          STATION RECOVERY (2003)
 JD0439
 JD0439'RECOVERY NOTE BY GEOCACHING 2003 (KHK)
 JD0439'PIPE CAP IS MISSING BUT PIPE REMAINS.  BRIDGE HAS BEEN REPLACED BUT A
 JD0439'HISTORICAL PARK PRESERVES THE PIPE, THE PEDESTALS AND THE STONE
 JD0439'MARKING THE 1844 HIGH WATER.   THE 1948 DESCRIPTION CAN STILL BE USED
 JD0439'TO LOCATE THE PIPE.
 JD0439' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0307 ***********************************************************************
 HD0307  DESIGNATION -  1424.4
 HD0307  PID         -  HD0307
 HD0307  STATE/COUNTY-  MO/WRIGHT
 HD0307  USGS QUAD   -  MANSFIELD NE (1985)
 HD0307
 HD0307                         *CURRENT SURVEY CONTROL
 HD0307  ___________________________________________________________________
 HD0307* NAD 83(1986)-  37 10 25.     (N)    092 33 05.     (W)     SCALED    
 HD0307* NAVD 88     -       434.316  (meters)    1424.92   (feet)  ADJUSTED  
 HD0307  ___________________________________________________________________
 HD0307  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HD0307  DYNAMIC HT  -         433.962 (meters)    1423.76  (feet)  COMP
 HD0307  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 HD0307
 HD0307  VERT ORDER  -  SECOND    CLASS 0
 HD0307
 HD0307.The horizontal coordinates were scaled from a topographic map and have
 HD0307.an estimated accuracy of +/- 6 seconds.
 HD0307
 HD0307.The orthometric height was determined by differential leveling
 HD0307.and adjusted by the National Geodetic Survey in June 1991..
 HD0307
 HD0307.The geoid height was determined by GEOID03.
 HD0307
 HD0307.The dynamic height is computed by dividing the NAVD 88
 HD0307.geopotential number by the normal gravity value computed on the
 HD0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0307.degrees latitude (g = 980.6199 gals.).
 HD0307
 HD0307.The modeled gravity was interpolated from observed gravity values.
 HD0307
 HD0307;                    North         East    Units  Estimated Accuracy
 HD0307;SPC MO C     -   148,720.      495,440.      MT  (+/- 180 meters Scaled)
 HD0307
 HD0307                          SUPERSEDED SURVEY CONTROL
 HD0307
 HD0307  NGVD 29 (??/??/92)  434.171  (m)         1424.44   (f) ADJ UNCH    2 0
 HD0307
 HD0307.Superseded values are not recommended for survey control.
 HD0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0307.See file dsdata.txt to determine how the superseded data were derived.
 HD0307
 HD0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB398142(NAD 83)
 HD0307_MARKER: Q = CHISELED SQUARE
 HD0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0307_SP_SET: CULVERT
 HD0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0307
 HD0307  HISTORY     - Date     Condition        Report By
 HD0307  HISTORY     - UNK      MONUMENTED       USGS
 HD0307  HISTORY     - 1934     GOOD             NGS
 HD0307  HISTORY     - 1977     GOOD             NGS
 HD0307  HISTORY     - 1977     GOOD             NGS
 HD0307  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0307
 HD0307                          STATION DESCRIPTION
 HD0307
 HD0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0307'5.5 MI N FROM MANSFIELD.
 HD0307'5.5 MILES NORTH ALONG STATE HIGHWAY 5 FROM MANSFIELD, WRIGHT
 HD0307'COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST, 40 FEET SOUTH
 HD0307'OF THE ROAD, 20 FEET WEST OF THE HIGHWAY, AT A CONCRETE CULVERT,
 HD0307'AND ON THE TOP OF THE WEST CONCRETE HEADWALL.  A CHISELED
 HD0307'SQUARE.
 HD0307
 HD0307                          STATION RECOVERY (1977)
 HD0307
 HD0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0307'RECOVERED IN GOOD CONDITION.
 HD0307
 HD0307                          STATION RECOVERY (1977)
 HD0307
 HD0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0307'RECOVERED IN GOOD CONDITION.
 HD0307
 HD0307                          STATION RECOVERY (1988)
 HD0307
 HD0307'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0300 ***********************************************************************
 HD0300  DESIGNATION -  1424.5
 HD0300  PID         -  HD0300
 HD0300  STATE/COUNTY-  MO/WEBSTER
 HD0300  USGS QUAD   -  NIANGUA (1982)
 HD0300
 HD0300                         *CURRENT SURVEY CONTROL
 HD0300  ___________________________________________________________________
 HD0300* NAD 83(1986)-  37 27 45.     (N)    092 50 04.     (W)     SCALED    
 HD0300* NAVD 88     -       434.035  (meters)    1424.00   (feet)  ADJUSTED  
 HD0300  ___________________________________________________________________
 HD0300  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HD0300  DYNAMIC HT  -         433.699 (meters)    1422.89  (feet)  COMP
 HD0300  MODELED GRAV-     979,842.7   (mgal)                       NAVD 88
 HD0300
 HD0300  VERT ORDER  -  SECOND    CLASS 0
 HD0300
 HD0300.The horizontal coordinates were scaled from a topographic map and have
 HD0300.an estimated accuracy of +/- 6 seconds.
 HD0300
 HD0300.The orthometric height was determined by differential leveling
 HD0300.and adjusted by the National Geodetic Survey in June 1991..
 HD0300
 HD0300.The geoid height was determined by GEOID03.
 HD0300
 HD0300.The dynamic height is computed by dividing the NAVD 88
 HD0300.geopotential number by the normal gravity value computed on the
 HD0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0300.degrees latitude (g = 980.6199 gals.).
 HD0300
 HD0300.The modeled gravity was interpolated from observed gravity values.
 HD0300
 HD0300;                    North         East    Units  Estimated Accuracy
 HD0300;SPC MO C     -   180,830.      470,410.      MT  (+/- 180 meters Scaled)
 HD0300
 HD0300                          SUPERSEDED SURVEY CONTROL
 HD0300
 HD0300  NGVD 29 (??/??/92)  433.914  (m)         1423.60   (f) ADJ UNCH    2 0
 HD0300
 HD0300.Superseded values are not recommended for survey control.
 HD0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0300.See file dsdata.txt to determine how the superseded data were derived.
 HD0300
 HD0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB146461(NAD 83)
 HD0300_MARKER: Q = CHISELED SQUARE
 HD0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0300_SP_SET: SEMAPHORE
 HD0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0300
 HD0300  HISTORY     - Date     Condition        Report By
 HD0300  HISTORY     - UNK      MONUMENTED       USGS
 HD0300  HISTORY     - 1935     GOOD             NGS
 HD0300  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0300  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0300
 HD0300                          STATION DESCRIPTION
 HD0300
 HD0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0300'1.7 MI N FROM SAMPSON.
 HD0300'1.7 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0300'THE SWITCH AT SAMPSON, WEBSTER COUNTY, AND ON THE TOP OF THE
 HD0300'SOUTHEAST CORNER OF SEMAPHORE 2013.  A CHISELED SQUARE.
 HD0300
 HD0300                          STATION RECOVERY (1977)
 HD0300
 HD0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0300'MARK NOT FOUND.
 HD0300
 HD0300                          STATION RECOVERY (1977)
 HD0300
 HD0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0333 ***********************************************************************
 HD0333  DESIGNATION -  1431.4
 HD0333  PID         -  HD0333
 HD0333  STATE/COUNTY-  MO/WRIGHT
 HD0333  USGS QUAD   -  GROVESPRING (1985)
 HD0333
 HD0333                         *CURRENT SURVEY CONTROL
 HD0333  ___________________________________________________________________
 HD0333* NAD 83(1986)-  37 22 43.     (N)    092 35 24.     (W)     SCALED    
 HD0333* NAVD 88     -       436.457  (meters)    1431.94   (feet)  ADJUSTED  
 HD0333  ___________________________________________________________________
 HD0333  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 HD0333  DYNAMIC HT  -         436.109 (meters)    1430.80  (feet)  COMP
 HD0333  MODELED GRAV-     979,820.2   (mgal)                       NAVD 88
 HD0333
 HD0333  VERT ORDER  -  SECOND    CLASS 0
 HD0333
 HD0333.The horizontal coordinates were scaled from a topographic map and have
 HD0333.an estimated accuracy of +/- 6 seconds.
 HD0333
 HD0333.The orthometric height was determined by differential leveling
 HD0333.and adjusted by the National Geodetic Survey in June 1991..
 HD0333
 HD0333.The geoid height was determined by GEOID03.
 HD0333
 HD0333.The dynamic height is computed by dividing the NAVD 88
 HD0333.geopotential number by the normal gravity value computed on the
 HD0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0333.degrees latitude (g = 980.6199 gals.).
 HD0333
 HD0333.The modeled gravity was interpolated from observed gravity values.
 HD0333
 HD0333;                    North         East    Units  Estimated Accuracy
 HD0333;SPC MO C     -   171,470.      492,030.      MT  (+/- 180 meters Scaled)
 HD0333
 HD0333                          SUPERSEDED SURVEY CONTROL
 HD0333
 HD0333  NGVD 29 (??/??/92)  436.325  (m)         1431.51   (f) ADJ UNCH    2 0
 HD0333
 HD0333.Superseded values are not recommended for survey control.
 HD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0333.See file dsdata.txt to determine how the superseded data were derived.
 HD0333
 HD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB362369(NAD 83)
 HD0333_MARKER: Q = CHISELED SQUARE
 HD0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0333_SP_SET: CULVERT
 HD0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0333
 HD0333  HISTORY     - Date     Condition        Report By
 HD0333  HISTORY     - UNK      MONUMENTED       USGS
 HD0333  HISTORY     - 1934     GOOD             NGS
 HD0333  HISTORY     - 1977     GOOD             NGS
 HD0333  HISTORY     - 1977     GOOD             NGS
 HD0333  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0333
 HD0333                          STATION DESCRIPTION
 HD0333
 HD0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0333'2.2 MI SE FROM GROVESPRING.
 HD0333'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM GROVESPRING,
 HD0333'WRIGHT COUNTY, ON THE LINE BETWEEN SECTIONS 21 AND 28, 300 FEET
 HD0333'NORTH OF A ROAD LEADING WEST, AT A CULVERT, AND ON THE TOP OF
 HD0333'THE WEST CONCRETE HEADWALL.  A CHISELED SQUARE.
 HD0333
 HD0333                          STATION RECOVERY (1977)
 HD0333
 HD0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0333'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM GROVESPRING, WRIGHT
 HD0333'COUNTY, ON THE LINE SECTIONS 21 AND 28, 300 FEET NORTH OF A ROAD
 HD0333'LEADING EAST AT A CULVERT AND ON THE TOP WEST CONCRETE HEADWALL. A
 HD0333'CHISELED SQUARE.
 HD0333
 HD0333                          STATION RECOVERY (1977)
 HD0333
 HD0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0333'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM GROVESPRING, WRIGHT
 HD0333'COUNTY, ON THE LINE SECTIONS 21 AND 28, 300 FEET NORTH OF A ROAD
 HD0333'LEADING EAST AT A CULVERT AND ON THE TOP WEST CONCRETE HEADWALL. A
 HD0333'CHISELED SQUARE.
 HD0333
 HD0333                          STATION RECOVERY (1988)
 HD0333
 HD0333'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0299 ***********************************************************************
 HD0299  DESIGNATION -  1432.0
 HD0299  PID         -  HD0299
 HD0299  STATE/COUNTY-  MO/WEBSTER
 HD0299  USGS QUAD   -  NIANGUA (1982)
 HD0299
 HD0299                         *CURRENT SURVEY CONTROL
 HD0299  ___________________________________________________________________
 HD0299* NAD 83(1986)-  37 27 14.     (N)    092 50 29.     (W)     SCALED    
 HD0299* NAVD 88     -       436.344  (meters)    1431.57   (feet)  ADJUSTED  
 HD0299  ___________________________________________________________________
 HD0299  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 HD0299  DYNAMIC HT  -         436.007 (meters)    1430.47  (feet)  COMP
 HD0299  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 HD0299
 HD0299  VERT ORDER  -  SECOND    CLASS 0
 HD0299
 HD0299.The horizontal coordinates were scaled from a topographic map and have
 HD0299.an estimated accuracy of +/- 6 seconds.
 HD0299
 HD0299.The orthometric height was determined by differential leveling
 HD0299.and adjusted by the National Geodetic Survey in June 1991..
 HD0299
 HD0299.The geoid height was determined by GEOID03.
 HD0299
 HD0299.The dynamic height is computed by dividing the NAVD 88
 HD0299.geopotential number by the normal gravity value computed on the
 HD0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0299.degrees latitude (g = 980.6199 gals.).
 HD0299
 HD0299.The modeled gravity was interpolated from observed gravity values.
 HD0299
 HD0299;                    North         East    Units  Estimated Accuracy
 HD0299;SPC MO C     -   179,880.      469,800.      MT  (+/- 180 meters Scaled)
 HD0299
 HD0299                          SUPERSEDED SURVEY CONTROL
 HD0299
 HD0299  NGVD 29 (??/??/92)  436.224  (m)         1431.18   (f) ADJ UNCH    2 0
 HD0299
 HD0299.Superseded values are not recommended for survey control.
 HD0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0299.See file dsdata.txt to determine how the superseded data were derived.
 HD0299
 HD0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB140452(NAD 83)
 HD0299_MARKER: Q = CHISELED SQUARE
 HD0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0299_SP_SET: BATTERY BOX FOUNDATION
 HD0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0299
 HD0299  HISTORY     - Date     Condition        Report By
 HD0299  HISTORY     - UNK      MONUMENTED       USGS
 HD0299  HISTORY     - 1935     GOOD             NGS
 HD0299  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0299  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0299
 HD0299                          STATION DESCRIPTION
 HD0299
 HD0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0299'0.9 MI N FROM SAMPSON.
 HD0299'0.9 MILE NORTH ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0299'THE SWITCH AT SAMPSON, WEBSTER COUNTY, 2 POLES SOUTH OF
 HD0299'MILEPOST 202, ON THE TOP OF THE NORTHWEST CORNER OF A BATTERY
 HD0299'BOX FOUNDATION, AND 5 FEET SOUTH OF THE TRACK.  A CHISELED
 HD0299'SQUARE.
 HD0299
 HD0299                          STATION RECOVERY (1977)
 HD0299
 HD0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0299'MARK NOT FOUND.
 HD0299
 HD0299                          STATION RECOVERY (1977)
 HD0299
 HD0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0455 ***********************************************************************
 HD0455  DESIGNATION -  1445.5
 HD0455  PID         -  HD0455
 HD0455  STATE/COUNTY-  MO/LACLEDE
 HD0455  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0455
 HD0455                         *CURRENT SURVEY CONTROL
 HD0455  ___________________________________________________________________
 HD0455* NAD 83(1986)-  37 32 12.     (N)    092 47 58.     (W)     SCALED    
 HD0455* NAVD 88     -       440.394  (meters)    1444.86   (feet)  ADJUSTED  
 HD0455  ___________________________________________________________________
 HD0455  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HD0455  DYNAMIC HT  -         440.054 (meters)    1443.74  (feet)  COMP
 HD0455  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 HD0455
 HD0455  VERT ORDER  -  SECOND    CLASS 0
 HD0455
 HD0455.The horizontal coordinates were scaled from a topographic map and have
 HD0455.an estimated accuracy of +/- 6 seconds.
 HD0455
 HD0455.The orthometric height was determined by differential leveling
 HD0455.and adjusted by the National Geodetic Survey in June 1991..
 HD0455
 HD0455.The geoid height was determined by GEOID03.
 HD0455
 HD0455.The dynamic height is computed by dividing the NAVD 88
 HD0455.geopotential number by the normal gravity value computed on the
 HD0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0455.degrees latitude (g = 980.6199 gals.).
 HD0455
 HD0455.The modeled gravity was interpolated from observed gravity values.
 HD0455
 HD0455;                    North         East    Units  Estimated Accuracy
 HD0455;SPC MO C     -   189,050.      473,540.      MT  (+/- 180 meters Scaled)
 HD0455
 HD0455                          SUPERSEDED SURVEY CONTROL
 HD0455
 HD0455  NGVD 29 (??/??/92)  440.273  (m)         1444.46   (f) ADJ UNCH    2 0
 HD0455
 HD0455.Superseded values are not recommended for survey control.
 HD0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0455.See file dsdata.txt to determine how the superseded data were derived.
 HD0455
 HD0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB177544(NAD 83)
 HD0455_MARKER: Q = CHISELED SQUARE
 HD0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0455_SP_SET: SEMAPHORE BASE
 HD0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0455
 HD0455  HISTORY     - Date     Condition        Report By
 HD0455  HISTORY     - UNK      MONUMENTED       USGS
 HD0455  HISTORY     - 1934     GOOD             NGS
 HD0455
 HD0455                          STATION DESCRIPTION
 HD0455
 HD0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0455'1.5 MI SW FROM PHILLIPSBURG.
 HD0455'1.5 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0455'FROM THE STATION AT PHILLIPSBURG, AT POLE 195/16, AT SEMAPHORE
 HD0455'1953, ON THE TOP OF THE CONCRETE BASE, AND 8 FEET NORTH OF
 HD0455'THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0294 ***********************************************************************
 HD0294  DESIGNATION -  1446.3
 HD0294  PID         -  HD0294
 HD0294  STATE/COUNTY-  MO/WEBSTER
 HD0294  USGS QUAD   -  NIANGUA (1982)
 HD0294
 HD0294                         *CURRENT SURVEY CONTROL
 HD0294  ___________________________________________________________________
 HD0294* NAD 83(1986)-  37 23 34.     (N)    092 49 59.     (W)     SCALED    
 HD0294* NAVD 88     -       440.683  (meters)    1445.81   (feet)  ADJUSTED  
 HD0294  ___________________________________________________________________
 HD0294  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HD0294  DYNAMIC HT  -         440.339 (meters)    1444.68  (feet)  COMP
 HD0294  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 HD0294
 HD0294  VERT ORDER  -  SECOND    CLASS 0
 HD0294
 HD0294.The horizontal coordinates were scaled from a topographic map and have
 HD0294.an estimated accuracy of +/- 6 seconds.
 HD0294
 HD0294.The orthometric height was determined by differential leveling
 HD0294.and adjusted by the National Geodetic Survey in June 1991..
 HD0294
 HD0294.The geoid height was determined by GEOID03.
 HD0294
 HD0294.The dynamic height is computed by dividing the NAVD 88
 HD0294.geopotential number by the normal gravity value computed on the
 HD0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0294.degrees latitude (g = 980.6199 gals.).
 HD0294
 HD0294.The modeled gravity was interpolated from observed gravity values.
 HD0294
 HD0294;                    North         East    Units  Estimated Accuracy
 HD0294;SPC MO C     -   173,090.      470,510.      MT  (+/- 180 meters Scaled)
 HD0294
 HD0294                          SUPERSEDED SURVEY CONTROL
 HD0294
 HD0294  NGVD 29 (??/??/92)  440.560  (m)         1445.40   (f) ADJ UNCH    2 0
 HD0294
 HD0294.Superseded values are not recommended for survey control.
 HD0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0294.See file dsdata.txt to determine how the superseded data were derived.
 HD0294
 HD0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB147384(NAD 83)
 HD0294_MARKER: Q = CHISELED SQUARE
 HD0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0294_SP_SET: SEMAPHORE BASE
 HD0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0294
 HD0294  HISTORY     - Date     Condition        Report By
 HD0294  HISTORY     - UNK      MONUMENTED       USGS
 HD0294  HISTORY     - 1935     GOOD             NGS
 HD0294  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0294  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0294
 HD0294                          STATION DESCRIPTION
 HD0294
 HD0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0294'0.4 MI E FROM NIANGUA.
 HD0294'0.4 MILE EAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0294'THE STATION AT NIANGUA, WEBSTER COUNTY, WEST OF THE TRACK, 20
 HD0294'FEET NORTH OF A SWITCH, AT SEMAPHORE 2067, AND ON THE TOP OF
 HD0294'THE SOUTHEAST CORNER OF THE CONCRETE BASE.  A CHISELED SQUARE.
 HD0294
 HD0294                          STATION RECOVERY (1977)
 HD0294
 HD0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0294'MARK NOT FOUND.
 HD0294
 HD0294                          STATION RECOVERY (1977)
 HD0294
 HD0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0334 ***********************************************************************
 HD0334  DESIGNATION -  1449.8
 HD0334  PID         -  HD0334
 HD0334  STATE/COUNTY-  MO/WRIGHT
 HD0334  USGS QUAD   -  GROVESPRING (1985)
 HD0334
 HD0334                         *CURRENT SURVEY CONTROL
 HD0334  ___________________________________________________________________
 HD0334* NAD 83(1986)-  37 23 03.     (N)    092 35 16.     (W)     SCALED    
 HD0334* NAVD 88     -       442.038  (meters)    1450.25   (feet)  ADJUSTED  
 HD0334  ___________________________________________________________________
 HD0334  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HD0334  DYNAMIC HT  -         441.686 (meters)    1449.10  (feet)  COMP
 HD0334  MODELED GRAV-     979,820.8   (mgal)                       NAVD 88
 HD0334
 HD0334  VERT ORDER  -  SECOND    CLASS 0
 HD0334
 HD0334.The horizontal coordinates were scaled from a topographic map and have
 HD0334.an estimated accuracy of +/- 6 seconds.
 HD0334
 HD0334.The orthometric height was determined by differential leveling
 HD0334.and adjusted by the National Geodetic Survey in June 1991..
 HD0334
 HD0334.The geoid height was determined by GEOID03.
 HD0334
 HD0334.The dynamic height is computed by dividing the NAVD 88
 HD0334.geopotential number by the normal gravity value computed on the
 HD0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0334.degrees latitude (g = 980.6199 gals.).
 HD0334
 HD0334.The modeled gravity was interpolated from observed gravity values.
 HD0334
 HD0334;                    North         East    Units  Estimated Accuracy
 HD0334;SPC MO C     -   172,090.      492,230.      MT  (+/- 180 meters Scaled)
 HD0334
 HD0334                          SUPERSEDED SURVEY CONTROL
 HD0334
 HD0334  NGVD 29 (??/??/92)  441.905  (m)         1449.82   (f) ADJ UNCH    2 0
 HD0334
 HD0334.Superseded values are not recommended for survey control.
 HD0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0334.See file dsdata.txt to determine how the superseded data were derived.
 HD0334
 HD0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB364375(NAD 83)
 HD0334_MARKER: Q = CHISELED SQUARE
 HD0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0334_SP_SET: CULVERT
 HD0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0334
 HD0334  HISTORY     - Date     Condition        Report By
 HD0334  HISTORY     - UNK      MONUMENTED       USGS
 HD0334  HISTORY     - 1934     GOOD             NGS
 HD0334  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0334  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0334
 HD0334                          STATION DESCRIPTION
 HD0334
 HD0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0334'1.8 MI SE FROM GROVESPRING.
 HD0334'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM GROVESPRING,
 HD0334'WRIGHT COUNTY, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF A
 HD0334'T-ROAD LEADING SOUTH, AT A CULVERT, AND ON THE TOP OF THE
 HD0334'CONCRETE HEADWALL.  A CHISELED SQUARE.
 HD0334
 HD0334                          STATION RECOVERY (1977)
 HD0334
 HD0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0334'MARK NOT FOUND.
 HD0334
 HD0334                          STATION RECOVERY (1977)
 HD0334
 HD0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0302 ***********************************************************************
 HD0302  DESIGNATION -  1454.3
 HD0302  PID         -  HD0302
 HD0302  STATE/COUNTY-  MO/WEBSTER
 HD0302  USGS QUAD   -  NIANGUA (1982)
 HD0302
 HD0302                         *CURRENT SURVEY CONTROL
 HD0302  ___________________________________________________________________
 HD0302* NAD 83(1986)-  37 28 54.     (N)    092 49 58.     (W)     SCALED    
 HD0302* NAVD 88     -       443.125  (meters)    1453.82   (feet)  ADJUSTED  
 HD0302  ___________________________________________________________________
 HD0302  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 HD0302  DYNAMIC HT  -         442.783 (meters)    1452.70  (feet)  COMP
 HD0302  MODELED GRAV-     979,842.7   (mgal)                       NAVD 88
 HD0302
 HD0302  VERT ORDER  -  SECOND    CLASS 0
 HD0302
 HD0302.The horizontal coordinates were scaled from a topographic map and have
 HD0302.an estimated accuracy of +/- 6 seconds.
 HD0302
 HD0302.The orthometric height was determined by differential leveling
 HD0302.and adjusted by the National Geodetic Survey in June 1991..
 HD0302
 HD0302.The geoid height was determined by GEOID03.
 HD0302
 HD0302.The dynamic height is computed by dividing the NAVD 88
 HD0302.geopotential number by the normal gravity value computed on the
 HD0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0302.degrees latitude (g = 980.6199 gals.).
 HD0302
 HD0302.The modeled gravity was interpolated from observed gravity values.
 HD0302
 HD0302;                    North         East    Units  Estimated Accuracy
 HD0302;SPC MO C     -   182,960.      470,570.      MT  (+/- 180 meters Scaled)
 HD0302
 HD0302                          SUPERSEDED SURVEY CONTROL
 HD0302
 HD0302  NGVD 29 (??/??/92)  443.003  (m)         1453.42   (f) ADJ UNCH    2 0
 HD0302
 HD0302.Superseded values are not recommended for survey control.
 HD0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0302.See file dsdata.txt to determine how the superseded data were derived.
 HD0302
 HD0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB147483(NAD 83)
 HD0302_MARKER: Q = CHISELED SQUARE
 HD0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0302_SP_SET: SEMAPHORE BASE
 HD0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0302
 HD0302  HISTORY     - Date     Condition        Report By
 HD0302  HISTORY     - UNK      MONUMENTED       USGS
 HD0302  HISTORY     - 1935     GOOD             NGS
 HD0302  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0302  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0302
 HD0302                          STATION DESCRIPTION
 HD0302
 HD0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0302'1.5 MI S FROM CONWAY.
 HD0302'IN WEBSTER COUNTY, 1.5 MILES SOUTH ALONG THE ST. LOUIS SAN
 HD0302'FRANCISCO RAILWAY FROM THE STATION AT CONWAY, LACLEDE COUNTY,
 HD0302'AT SEMAPHORE 1999, ON THE TOP OF THE CONCRETE BASE, 5 FEET
 HD0302'NORTH OF THE TRACK, AND 2 FEET HIGHER THAN THE TOP OF THE RAIL.
 HD0302'A CHISELED SQUARE.
 HD0302
 HD0302                          STATION RECOVERY (1977)
 HD0302
 HD0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0302'MARK NOT FOUND.
 HD0302
 HD0302                          STATION RECOVERY (1977)
 HD0302
 HD0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0292 ***********************************************************************
 HD0292  DESIGNATION -  1456.7
 HD0292  PID         -  HD0292
 HD0292  STATE/COUNTY-  MO/WEBSTER
 HD0292  USGS QUAD   -  NIANGUA (1982)
 HD0292
 HD0292                         *CURRENT SURVEY CONTROL
 HD0292  ___________________________________________________________________
 HD0292* NAD 83(1986)-  37 22 36.     (N)    092 49 50.     (W)     SCALED    
 HD0292* NAVD 88     -       443.886  (meters)    1456.32   (feet)  ADJUSTED  
 HD0292  ___________________________________________________________________
 HD0292  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HD0292  DYNAMIC HT  -         443.539 (meters)    1455.18  (feet)  COMP
 HD0292  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 HD0292
 HD0292  VERT ORDER  -  SECOND    CLASS 0
 HD0292
 HD0292.The horizontal coordinates were scaled from a topographic map and have
 HD0292.an estimated accuracy of +/- 6 seconds.
 HD0292
 HD0292.The orthometric height was determined by differential leveling
 HD0292.and adjusted by the National Geodetic Survey in June 1991..
 HD0292
 HD0292.The geoid height was determined by GEOID03.
 HD0292
 HD0292.The dynamic height is computed by dividing the NAVD 88
 HD0292.geopotential number by the normal gravity value computed on the
 HD0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0292.degrees latitude (g = 980.6199 gals.).
 HD0292
 HD0292.The modeled gravity was interpolated from observed gravity values.
 HD0292
 HD0292;                    North         East    Units  Estimated Accuracy
 HD0292;SPC MO C     -   171,300.      470,720.      MT  (+/- 180 meters Scaled)
 HD0292
 HD0292                          SUPERSEDED SURVEY CONTROL
 HD0292
 HD0292  NGVD 29 (??/??/92)  443.761  (m)         1455.91   (f) ADJ UNCH    2 0
 HD0292
 HD0292.Superseded values are not recommended for survey control.
 HD0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0292.See file dsdata.txt to determine how the superseded data were derived.
 HD0292
 HD0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB150366(NAD 83)
 HD0292_MARKER: Q = CHISELED SQUARE
 HD0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0292_SP_SET: CULVERT
 HD0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0292
 HD0292  HISTORY     - Date     Condition        Report By
 HD0292  HISTORY     - UNK      MONUMENTED       USGS
 HD0292  HISTORY     - 1935     GOOD             NGS
 HD0292  HISTORY     - 1977     GOOD             NGS
 HD0292  HISTORY     - 1977     GOOD             NGS
 HD0292
 HD0292                          STATION DESCRIPTION
 HD0292
 HD0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0292'0.9 MI S FROM NIANGUA.
 HD0292'0.9 MILE SOUTH ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0292'THE STATION AT NIANGUA, WEBSTER COUNTY, AT POLE 207/30, ON THE
 HD0292'TOP OF THE WEST END OF A CONCRETE CULVERT, AND 10 FEET NORTH OF
 HD0292'THE TRACK.  A CHISELED SQUARE.
 HD0292
 HD0292                          STATION RECOVERY (1977)
 HD0292
 HD0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0292'RECOVERED IN GOOD CONDITION.
 HD0292
 HD0292                          STATION RECOVERY (1977)
 HD0292
 HD0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0449 ***********************************************************************
 JD0449  DESIGNATION -  146 BOLT
 JD0449  PID         -  JD0449
 JD0449  STATE/COUNTY-  MO/HOWARD
 JD0449  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0449
 JD0449                         *CURRENT SURVEY CONTROL
 JD0449  ___________________________________________________________________
 JD0449* NAD 83(1986)-  38 59 19.     (N)    092 45 50.     (W)     SCALED    
 JD0449* NAVD 88     -       180.764  (meters)     593.06   (feet)  ADJUSTED  
 JD0449  ___________________________________________________________________
 JD0449  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD0449  DYNAMIC HT  -         180.648 (meters)     592.68  (feet)  COMP
 JD0449  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JD0449
 JD0449  VERT ORDER  -  FIRST     CLASS II
 JD0449
 JD0449.The horizontal coordinates were scaled from a topographic map and have
 JD0449.an estimated accuracy of +/- 6 seconds.
 JD0449
 JD0449.The orthometric height was determined by differential leveling
 JD0449.and adjusted by the National Geodetic Survey in June 1991..
 JD0449
 JD0449.The geoid height was determined by GEOID03.
 JD0449
 JD0449.The dynamic height is computed by dividing the NAVD 88
 JD0449.geopotential number by the normal gravity value computed on the
 JD0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0449.degrees latitude (g = 980.6199 gals.).
 JD0449
 JD0449.The modeled gravity was interpolated from observed gravity values.
 JD0449
 JD0449;                    North         East    Units  Estimated Accuracy
 JD0449;SPC MO C     -   350,200.      477,140.      MT  (+/- 180 meters Scaled)
 JD0449
 JD0449                          SUPERSEDED SURVEY CONTROL
 JD0449
 JD0449  NGVD 29 (??/??/92)  180.73   (m)          592.9    (f) COMPUTED    1 2
 JD0449
 JD0449.Superseded values are not recommended for survey control.
 JD0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0449.See file dsdata.txt to determine how the superseded data were derived.
 JD0449
 JD0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD204155(NAD 83)
 JD0449_MARKER: B = BOLT
 JD0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0449_SP_SET: STONE
 JD0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0449+STABILITY: SURFACE MOTION
 JD0449
 JD0449  HISTORY     - Date     Condition        Report By
 JD0449  HISTORY     - UNK      MONUMENTED       MORC
 JD0449  HISTORY     - 1948     GOOD             NGS
 JD0449  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0449
 JD0449                          STATION DESCRIPTION
 JD0449
 JD0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0449'1 MI W FROM BOONVILLE.
 JD0449'1.0 MILE WEST ALONG STATE HIGHWAY NO. 87 FROM THE NORTH END
 JD0449'OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT BOONVILLE,
 JD0449'0.1 MILE SOUTHEAST OF A LARGE FARMHOUSE ON THE NORTHEAST SIDE
 JD0449'OF THE HIGHWAY, 34.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 JD0449'HIGHWAY, 13.0 FEET SOUTH OF A POINT ON THE PROJECTED CENTER
 JD0449'LINE OF A GRAVEL ROAD LEADING WEST, AT THE SOUTH CORNER OF A
 JD0449'CULTIVATED FIELD, 4.2 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY
 JD0449'FENCE, 5.7 FEET NORTH OF A REFERENCE POST.  THE TOP OF A COPPER
 JD0449'BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET 4.0 FEET
 JD0449'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 JD0449'BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 JD0449
 JD0449                          STATION RECOVERY (1986)
 JD0449
 JD0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0448 ***********************************************************************
 JD0448  DESIGNATION -  146 CAP
 JD0448  PID         -  JD0448
 JD0448  STATE/COUNTY-  MO/HOWARD
 JD0448  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0448
 JD0448                         *CURRENT SURVEY CONTROL
 JD0448  ___________________________________________________________________
 JD0448* NAD 83(1986)-  38 59 19.     (N)    092 45 51.     (W)     SCALED    
 JD0448* NAVD 88     -       182.007  (meters)     597.13   (feet)  ADJUSTED  
 JD0448  ___________________________________________________________________
 JD0448  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD0448  DYNAMIC HT  -         181.891 (meters)     596.75  (feet)  COMP
 JD0448  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JD0448
 JD0448  VERT ORDER  -  FIRST     CLASS II
 JD0448
 JD0448.The horizontal coordinates were scaled from a topographic map and have
 JD0448.an estimated accuracy of +/- 6 seconds.
 JD0448
 JD0448.The orthometric height was determined by differential leveling
 JD0448.and adjusted by the National Geodetic Survey in June 1991..
 JD0448
 JD0448.The geoid height was determined by GEOID03.
 JD0448
 JD0448.The dynamic height is computed by dividing the NAVD 88
 JD0448.geopotential number by the normal gravity value computed on the
 JD0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0448.degrees latitude (g = 980.6199 gals.).
 JD0448
 JD0448.The modeled gravity was interpolated from observed gravity values.
 JD0448
 JD0448;                    North         East    Units  Estimated Accuracy
 JD0448;SPC MO C     -   350,200.      477,110.      MT  (+/- 180 meters Scaled)
 JD0448
 JD0448                          SUPERSEDED SURVEY CONTROL
 JD0448
 JD0448  NGVD 29 (??/??/92)  181.970  (m)          597.01   (f) ADJ UNCH    1 2
 JD0448
 JD0448.Superseded values are not recommended for survey control.
 JD0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0448.See file dsdata.txt to determine how the superseded data were derived.
 JD0448
 JD0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD204155(NAD 83)
 JD0448_MARKER: P = PIPE CAP
 JD0448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0448_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0448
 JD0448  HISTORY     - Date     Condition        Report By
 JD0448  HISTORY     - UNK      MONUMENTED       MORC
 JD0448  HISTORY     - 1948     GOOD             NGS
 JD0448  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0448
 JD0448                          STATION DESCRIPTION
 JD0448
 JD0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0448'1 MI W FROM BOONVILLE.
 JD0448'1.0 MILE WEST ALONG STATE HIGHWAY NO. 87 FROM THE NORTH END
 JD0448'OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT BOONVILLE, 0.1
 JD0448'MILE SOUTHEAST OF A LARGE FARMHOUSE ON THE NORTHEAST SIDE OF THE
 JD0448'HIGHWAY, 34.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JD0448'13.0 FEET SOUTH OF A POINT ON THE PROJECTED CENTER LINE OF A
 JD0448'GRAVEL ROAD LEADING WEST, AT THE SOUTH CORNER OF A CULTIVATED
 JD0448'FIELD, 4.2 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE,
 JD0448'5.7 FEET NORTH OF A REFERENCE POST, ABOUT 1.5 FEET ABOVE HIGHWAY
 JD0448'LEVEL.  THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP SET ON
 JD0448'TOP OF A 4-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JD0448
 JD0448                          STATION RECOVERY (1986)
 JD0448
 JD0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0290 ***********************************************************************
 HD0290  DESIGNATION -  1461.8
 HD0290  PID         -  HD0290
 HD0290  STATE/COUNTY-  MO/WEBSTER
 HD0290  USGS QUAD   -  HIGH PRAIRIE (1982)
 HD0290
 HD0290                         *CURRENT SURVEY CONTROL
 HD0290  ___________________________________________________________________
 HD0290* NAD 83(1986)-  37 21 24.     (N)    092 50 38.     (W)     SCALED    
 HD0290* NAVD 88     -       445.446  (meters)    1461.43   (feet)  ADJUSTED  
 HD0290  ___________________________________________________________________
 HD0290  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HD0290  DYNAMIC HT  -         445.096 (meters)    1460.29  (feet)  COMP
 HD0290  MODELED GRAV-     979,830.8   (mgal)                       NAVD 88
 HD0290
 HD0290  VERT ORDER  -  SECOND    CLASS 0
 HD0290
 HD0290.The horizontal coordinates were scaled from a topographic map and have
 HD0290.an estimated accuracy of +/- 6 seconds.
 HD0290
 HD0290.The orthometric height was determined by differential leveling
 HD0290.and adjusted by the National Geodetic Survey in June 1991..
 HD0290
 HD0290.The geoid height was determined by GEOID03.
 HD0290
 HD0290.The dynamic height is computed by dividing the NAVD 88
 HD0290.geopotential number by the normal gravity value computed on the
 HD0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0290.degrees latitude (g = 980.6199 gals.).
 HD0290
 HD0290.The modeled gravity was interpolated from observed gravity values.
 HD0290
 HD0290;                    North         East    Units  Estimated Accuracy
 HD0290;SPC MO C     -   169,090.      469,540.      MT  (+/- 180 meters Scaled)
 HD0290
 HD0290                          SUPERSEDED SURVEY CONTROL
 HD0290
 HD0290  NGVD 29 (??/??/92)  445.319  (m)         1461.02   (f) ADJ UNCH    2 0
 HD0290
 HD0290.Superseded values are not recommended for survey control.
 HD0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0290.See file dsdata.txt to determine how the superseded data were derived.
 HD0290
 HD0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB138344(NAD 83)
 HD0290_MARKER: Q = CHISELED SQUARE
 HD0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0290_SP_SET: SIGNAL FOUNDATION
 HD0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0290
 HD0290  HISTORY     - Date     Condition        Report By
 HD0290  HISTORY     - UNK      MONUMENTED       USGS
 HD0290  HISTORY     - 1935     GOOD             NGS
 HD0290  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0290  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0290
 HD0290                          STATION DESCRIPTION
 HD0290
 HD0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0290'2.4 MI S FROM NIANGUA.
 HD0290'2.4 MILES SOUTH ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0290'THE STATION AT NIANGUA, WEBSTER COUNTY, AND ON THE TOP OF THE
 HD0290'NORTHEAST CORNER OF FOUNDATION 1461.8 FOR SIGNAL 2092.  A
 HD0290'CHISELED SQUARE.
 HD0290
 HD0290                          STATION RECOVERY (1977)
 HD0290
 HD0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0290'MARK NOT FOUND.
 HD0290
 HD0290                          STATION RECOVERY (1977)
 HD0290
 HD0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0324 ***********************************************************************
 HD0324  DESIGNATION -  1463.0
 HD0324  PID         -  HD0324
 HD0324  STATE/COUNTY-  MO/WRIGHT
 HD0324  USGS QUAD   -  HARTVILLE (1956)
 HD0324
 HD0324                         *CURRENT SURVEY CONTROL
 HD0324  ___________________________________________________________________
 HD0324* NAD 83(1986)-  37 17 22.     (N)    092 33 15.     (W)     SCALED    
 HD0324* NAVD 88     -       446.100  (meters)    1463.58   (feet)  ADJUSTED  
 HD0324  ___________________________________________________________________
 HD0324  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HD0324  DYNAMIC HT  -         445.745 (meters)    1462.42  (feet)  COMP
 HD0324  MODELED GRAV-     979,820.3   (mgal)                       NAVD 88
 HD0324
 HD0324  VERT ORDER  -  SECOND    CLASS 0
 HD0324
 HD0324.The horizontal coordinates were scaled from a topographic map and have
 HD0324.an estimated accuracy of +/- 6 seconds.
 HD0324
 HD0324.The orthometric height was determined by differential leveling
 HD0324.and adjusted by the National Geodetic Survey in June 1991..
 HD0324
 HD0324.The geoid height was determined by GEOID03.
 HD0324
 HD0324.The dynamic height is computed by dividing the NAVD 88
 HD0324.geopotential number by the normal gravity value computed on the
 HD0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0324.degrees latitude (g = 980.6199 gals.).
 HD0324
 HD0324.The modeled gravity was interpolated from observed gravity values.
 HD0324
 HD0324;                    North         East    Units  Estimated Accuracy
 HD0324;SPC MO C     -   161,570.      495,200.      MT  (+/- 180 meters Scaled)
 HD0324
 HD0324                          SUPERSEDED SURVEY CONTROL
 HD0324
 HD0324  NGVD 29 (??/??/92)  445.966  (m)         1463.14   (f) ADJ UNCH    2 0
 HD0324
 HD0324.Superseded values are not recommended for survey control.
 HD0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0324.See file dsdata.txt to determine how the superseded data were derived.
 HD0324
 HD0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB395270(NAD 83)
 HD0324_MARKER: Q = CHISELED SQUARE
 HD0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0324_SP_SET: CULVERT
 HD0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0324
 HD0324  HISTORY     - Date     Condition        Report By
 HD0324  HISTORY     - UNK      MONUMENTED       USGS
 HD0324  HISTORY     - 1934     GOOD             NGS
 HD0324  HISTORY     - 1977     GOOD             NGS
 HD0324  HISTORY     - 1977     GOOD             NGS
 HD0324  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0324
 HD0324                          STATION DESCRIPTION
 HD0324
 HD0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0324'4.6 MI NW FROM HARTVILLE.
 HD0324'4.6 MILES NORTHWEST ALONG STATE HIGHWAY 5 FROM HARTVILLE, WRIGHT
 HD0324'COUNTY, IN LINE WITH A T-ROAD LEADING WEST, AT A CULVERT, AND
 HD0324'ON THE TOP OF THE EAST CONCRETE HEADWALL.  A CHISELED SQUARE.
 HD0324
 HD0324                          STATION RECOVERY (1977)
 HD0324
 HD0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0324'RECOVERED IN GOOD CONDITION.
 HD0324
 HD0324                          STATION RECOVERY (1977)
 HD0324
 HD0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0324'RECOVERED IN GOOD CONDITION.
 HD0324
 HD0324                          STATION RECOVERY (1988)
 HD0324
 HD0324'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0330 ***********************************************************************
 HD0330  DESIGNATION -  1470.5
 HD0330  PID         -  HD0330
 HD0330  STATE/COUNTY-  MO/WRIGHT
 HD0330  USGS QUAD   -  HARTVILLE (1956)
 HD0330
 HD0330                         *CURRENT SURVEY CONTROL
 HD0330  ___________________________________________________________________
 HD0330* NAD 83(1986)-  37 20 55.     (N)    092 35 42.     (W)     SCALED    
 HD0330* NAVD 88     -       448.382  (meters)    1471.07   (feet)  ADJUSTED  
 HD0330  ___________________________________________________________________
 HD0330  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HD0330  DYNAMIC HT  -         448.024 (meters)    1469.89  (feet)  COMP
 HD0330  MODELED GRAV-     979,820.0   (mgal)                       NAVD 88
 HD0330
 HD0330  VERT ORDER  -  SECOND    CLASS 0
 HD0330
 HD0330.The horizontal coordinates were scaled from a topographic map and have
 HD0330.an estimated accuracy of +/- 6 seconds.
 HD0330
 HD0330.The orthometric height was determined by differential leveling
 HD0330.and adjusted by the National Geodetic Survey in June 1991..
 HD0330
 HD0330.The geoid height was determined by GEOID03.
 HD0330
 HD0330.The dynamic height is computed by dividing the NAVD 88
 HD0330.geopotential number by the normal gravity value computed on the
 HD0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0330.degrees latitude (g = 980.6199 gals.).
 HD0330
 HD0330.The modeled gravity was interpolated from observed gravity values.
 HD0330
 HD0330;                    North         East    Units  Estimated Accuracy
 HD0330;SPC MO C     -   168,140.      491,580.      MT  (+/- 180 meters Scaled)
 HD0330
 HD0330                          SUPERSEDED SURVEY CONTROL
 HD0330
 HD0330  NGVD 29 (??/??/92)  448.248  (m)         1470.63   (f) ADJ UNCH    2 0
 HD0330
 HD0330.Superseded values are not recommended for survey control.
 HD0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0330.See file dsdata.txt to determine how the superseded data were derived.
 HD0330
 HD0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB358336(NAD 83)
 HD0330_MARKER: Q = CHISELED SQUARE
 HD0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0330_SP_SET: CULVERT
 HD0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0330
 HD0330  HISTORY     - Date     Condition        Report By
 HD0330  HISTORY     - UNK      MONUMENTED       USGS
 HD0330  HISTORY     - 1934     GOOD             NGS
 HD0330  HISTORY     - 1977     GOOD             NGS
 HD0330  HISTORY     - 1977     GOOD             NGS
 HD0330  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0330
 HD0330                          STATION DESCRIPTION
 HD0330
 HD0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0330'4.3 MI SE FROM GROVESPRING.
 HD0330'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM GROVESPRING,
 HD0330'WRIGHT COUNTY, IN THE SOUTHEAST ANGLE OF A ROAD INTERSECTION,
 HD0330'AT A CULVERT, AND ON THE TOP OF THE EAST CONCRETE HEADWALL.  A
 HD0330'CHISELED SQUARE.
 HD0330
 HD0330                          STATION RECOVERY (1977)
 HD0330
 HD0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0330'RECOVERED IN GOOD CONDITION.
 HD0330
 HD0330                          STATION RECOVERY (1977)
 HD0330
 HD0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0330'RECOVERED IN GOOD CONDITION.
 HD0330
 HD0330                          STATION RECOVERY (1988)
 HD0330
 HD0330'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0288 ***********************************************************************
 HD0288  DESIGNATION -  1472.0
 HD0288  PID         -  HD0288
 HD0288  STATE/COUNTY-  MO/WEBSTER
 HD0288  USGS QUAD   -  HIGH PRAIRIE (1982)
 HD0288
 HD0288                         *CURRENT SURVEY CONTROL
 HD0288  ___________________________________________________________________
 HD0288* NAD 83(1986)-  37 20 21.     (N)    092 51 54.     (W)     SCALED    
 HD0288* NAVD 88     -       448.58   (+/-2cm)    1471.7    (feet)  VERTCON   
 HD0288  ___________________________________________________________________
 HD0288  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HD0288
 HD0288  VERT ORDER  -  ? (See Below)
 HD0288
 HD0288.The horizontal coordinates were scaled from a topographic map and have
 HD0288.an estimated accuracy of +/- 6 seconds.
 HD0288
 HD0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD0288.The vertical order pertains to the NGVD 29 superseded value.
 HD0288
 HD0288.The geoid height was determined by GEOID03.
 HD0288
 HD0288;                    North         East    Units  Estimated Accuracy
 HD0288;SPC MO C     -   167,150.      467,660.      MT  (+/- 180 meters Scaled)
 HD0288
 HD0288                          SUPERSEDED SURVEY CONTROL
 HD0288
 HD0288  NGVD 29 (??/??/92)  448.451  (m)         1471.29   (f) ADJ UNCH    ?  
 HD0288
 HD0288.Superseded values are not recommended for survey control.
 HD0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0288.See file dsdata.txt to determine how the superseded data were derived.
 HD0288
 HD0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB119325(NAD 83)
 HD0288_MARKER: Q = CHISELED SQUARE
 HD0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0288_SP_SET: BATTERY WELL
 HD0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0288
 HD0288  HISTORY     - Date     Condition        Report By
 HD0288  HISTORY     - UNK      MONUMENTED       USGS
 HD0288  HISTORY     - 1935     GOOD             NGS
 HD0288  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0288  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0288
 HD0288                          STATION DESCRIPTION
 HD0288
 HD0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0288'2.2 MI E FROM MARSHFIELD.
 HD0288'2.2 MILES EAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0288'MANSFIELD, WEBSTER COUNTY, EAST OF THE TRACK, 75 FEET SOUTH
 HD0288'AND 30 FEET EAST OF A T-ROAD LEADING NORTHEAST, AT SEMAPHORE
 HD0288'2110, AND ON THE NORTHWEST SIDE OF A CONCRETE BATTERY WELL.
 HD0288'A CHISELED SQUARE.
 HD0288
 HD0288                          STATION RECOVERY (1977)
 HD0288
 HD0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0288'MARK NOT FOUND.
 HD0288
 HD0288                          STATION RECOVERY (1977)
 HD0288
 HD0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0287 ***********************************************************************
 HD0287  DESIGNATION -  1475.5
 HD0287  PID         -  HD0287
 HD0287  STATE/COUNTY-  MO/WEBSTER
 HD0287  USGS QUAD   -  MARSHFIELD (1982)
 HD0287
 HD0287                         *CURRENT SURVEY CONTROL
 HD0287  ___________________________________________________________________
 HD0287* NAD 83(1986)-  37 19 52.     (N)    092 52 47.     (W)     SCALED    
 HD0287* NAVD 88     -       449.611  (meters)    1475.10   (feet)  ADJUSTED  
 HD0287  ___________________________________________________________________
 HD0287  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 HD0287  DYNAMIC HT  -         449.255 (meters)    1473.93  (feet)  COMP
 HD0287  MODELED GRAV-     979,825.1   (mgal)                       NAVD 88
 HD0287
 HD0287  VERT ORDER  -  SECOND    CLASS 0
 HD0287
 HD0287.The horizontal coordinates were scaled from a topographic map and have
 HD0287.an estimated accuracy of +/- 6 seconds.
 HD0287
 HD0287.The orthometric height was determined by differential leveling
 HD0287.and adjusted by the National Geodetic Survey in June 1991..
 HD0287
 HD0287.The geoid height was determined by GEOID03.
 HD0287
 HD0287.The dynamic height is computed by dividing the NAVD 88
 HD0287.geopotential number by the normal gravity value computed on the
 HD0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0287.degrees latitude (g = 980.6199 gals.).
 HD0287
 HD0287.The modeled gravity was interpolated from observed gravity values.
 HD0287
 HD0287;                    North         East    Units  Estimated Accuracy
 HD0287;SPC MO C     -   166,270.      466,350.      MT  (+/- 180 meters Scaled)
 HD0287
 HD0287                          SUPERSEDED SURVEY CONTROL
 HD0287
 HD0287  NGVD 29 (??/??/92)  449.482  (m)         1474.68   (f) ADJ UNCH    2 0
 HD0287
 HD0287.Superseded values are not recommended for survey control.
 HD0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0287.See file dsdata.txt to determine how the superseded data were derived.
 HD0287
 HD0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB106316(NAD 83)
 HD0287_MARKER: Q = CHISELED SQUARE
 HD0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0287_SP_SET: CULVERT
 HD0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0287
 HD0287  HISTORY     - Date     Condition        Report By
 HD0287  HISTORY     - UNK      MONUMENTED       USGS
 HD0287  HISTORY     - 1935     GOOD             NGS
 HD0287  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0287  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0287
 HD0287                          STATION DESCRIPTION
 HD0287
 HD0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0287'1.5 MI NE FROM MARSHFIELD.
 HD0287'1.5 MILES NORTHEAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY
 HD0287'FROM THE STATION AT MANSFIELD, WEBSTER COUNTY, 2 POLES NORTHEAST
 HD0287'OF MILEPOST 212, ON THE TOP OF THE EAST END OF A CONCRETE
 HD0287'CULVERT, AND 20 FEET SOUTH OF THE TRACK.  A CHISELED SQUARE.
 HD0287
 HD0287                          STATION RECOVERY (1977)
 HD0287
 HD0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0287'MARK NOT FOUND.
 HD0287
 HD0287                          STATION RECOVERY (1977)
 HD0287
 HD0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0284 ***********************************************************************
 HE0284  DESIGNATION -  148
 HE0284  PID         -  HE0284
 HE0284  STATE/COUNTY-  MO/JASPER
 HE0284  USGS QUAD   -  CARL JUNCTION (1978)
 HE0284
 HE0284                         *CURRENT SURVEY CONTROL
 HE0284  ___________________________________________________________________
 HE0284* NAD 83(1986)-  37 10 49.     (N)    094 32 36.     (W)     SCALED    
 HE0284* NAVD 88     -       268.12   (+/-2cm)     879.7    (feet)  VERTCON   
 HE0284  ___________________________________________________________________
 HE0284  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HE0284
 HE0284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HE0284
 HE0284.The horizontal coordinates were scaled from a topographic map and have
 HE0284.an estimated accuracy of +/- 6 seconds.
 HE0284
 HE0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0284.The vertical order pertains to the NGVD 29 superseded value.
 HE0284
 HE0284.The geoid height was determined by GEOID03.
 HE0284
 HE0284;                    North         East    Units  Estimated Accuracy
 HE0284;SPC MO W     -   112,480.      846,150.      MT  (+/- 180 meters Scaled)
 HE0284
 HE0284                          SUPERSEDED SURVEY CONTROL
 HE0284
 HE0284  NGVD 29 (??/??/92)  268.021  (m)          879.33   (f) ADJ UNCH    2 0
 HE0284
 HE0284.Superseded values are not recommended for survey control.
 HE0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0284.See file dsdata.txt to determine how the superseded data were derived.
 HE0284
 HE0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB630159(NAD 83)
 HE0284_MARKER: Z = SEE DESCRIPTION
 HE0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0284_SP_SET: RAIL
 HE0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0284
 HE0284  HISTORY     - Date     Condition        Report By
 HE0284  HISTORY     - UNK      MONUMENTED       KCSRR
 HE0284  HISTORY     - 1934     GOOD             NGS
 HE0284
 HE0284                          STATION DESCRIPTION
 HE0284
 HE0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0284'AT CARL JUNCTION.
 HE0284'AT CARL JUNCTION, JASPER COUNTY, ON THE KANSAS CITY SOUTHERN
 HE0284'RAILWAY, TWO RAILS SOUTH OF MILEPOST 148, 35 FEET EAST OF THE
 HE0284'TRACK, AND 15 FEET WEST OF THE CENTERLINE OF A HIGHWAY.  THE
 HE0284'TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0060 ***********************************************************************
 LE0060  DESIGNATION -  148
 LE0060  PID         -  LE0060
 LE0060  STATE/COUNTY-  MO/KNOX
 LE0060  USGS QUAD   -  EDINA (1965)
 LE0060
 LE0060                         *CURRENT SURVEY CONTROL
 LE0060  ___________________________________________________________________
 LE0060* NAD 83(1986)-  40 14 31.     (N)    092 13 02.     (W)     SCALED    
 LE0060* NAVD 88     -       252.198  (meters)     827.42   (feet)  ADJUSTED  
 LE0060  ___________________________________________________________________
 LE0060  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LE0060  DYNAMIC HT  -         252.066 (meters)     826.99  (feet)  COMP
 LE0060  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 LE0060
 LE0060  VERT ORDER  -  SECOND    CLASS 0
 LE0060
 LE0060.The horizontal coordinates were scaled from a topographic map and have
 LE0060.an estimated accuracy of +/- 6 seconds.
 LE0060
 LE0060.The orthometric height was determined by differential leveling
 LE0060.and adjusted by the National Geodetic Survey in June 1991..
 LE0060
 LE0060.The geoid height was determined by GEOID03.
 LE0060
 LE0060.The dynamic height is computed by dividing the NAVD 88
 LE0060.geopotential number by the normal gravity value computed on the
 LE0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0060.degrees latitude (g = 980.6199 gals.).
 LE0060
 LE0060.The modeled gravity was interpolated from observed gravity values.
 LE0060
 LE0060;                    North         East    Units  Estimated Accuracy
 LE0060;SPC MO C     -   489,350.      524,060.      MT  (+/- 180 meters Scaled)
 LE0060
 LE0060                          SUPERSEDED SURVEY CONTROL
 LE0060
 LE0060  NGVD 29 (??/??/92)  252.219  (m)          827.49   (f) ADJ UNCH    2 0
 LE0060
 LE0060.Superseded values are not recommended for survey control.
 LE0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0060.See file dsdata.txt to determine how the superseded data were derived.
 LE0060
 LE0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE665549(NAD 83)
 LE0060_MARKER: DD = SURVEY DISK
 LE0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0060+STABILITY: SURFACE MOTION
 LE0060
 LE0060  HISTORY     - Date     Condition        Report By
 LE0060  HISTORY     - UNK      MONUMENTED       USGS
 LE0060  HISTORY     - 1935     GOOD             NGS
 LE0060  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0060
 LE0060                          STATION DESCRIPTION
 LE0060
 LE0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0060'0.8 MI SW FROM BARING.
 LE0060'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 15 FROM THE STATION AT
 LE0060'BARING, KNOX COUNTY, AT THE JUNCTION OF STATE HIGHWAY 11, 30 FEET
 LE0060'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 11, AND 25 FEET WEST OF THE
 LE0060'CENTERLINE OF STATE HIGHWAY 15 (EXTENDED).  A U.S. GEOLOGICAL
 LE0060'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 LE0060
 LE0060                          STATION RECOVERY (1967)
 LE0060
 LE0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0148 ***********************************************************************
 KD0148  DESIGNATION -  149 BOLT
 KD0148  PID         -  KD0148
 KD0148  STATE/COUNTY-  MO/HOWARD
 KD0148  USGS QUAD   -  FRANKLIN (1971)
 KD0148
 KD0148                         *CURRENT SURVEY CONTROL
 KD0148  ___________________________________________________________________
 KD0148* NAD 83(1986)-  39 02 23.     (N)    092 52 23.     (W)     SCALED    
 KD0148* NAVD 88     -       184.151  (meters)     604.17   (feet)  ADJUSTED  
 KD0148  ___________________________________________________________________
 KD0148  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD0148  DYNAMIC HT  -         184.035 (meters)     603.79  (feet)  COMP
 KD0148  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 KD0148
 KD0148  VERT ORDER  -  FIRST     CLASS II
 KD0148
 KD0148.The horizontal coordinates were scaled from a topographic map and have
 KD0148.an estimated accuracy of +/- 6 seconds.
 KD0148
 KD0148.The orthometric height was determined by differential leveling
 KD0148.and adjusted by the National Geodetic Survey in June 1991..
 KD0148
 KD0148.The geoid height was determined by GEOID03.
 KD0148
 KD0148.The dynamic height is computed by dividing the NAVD 88
 KD0148.geopotential number by the normal gravity value computed on the
 KD0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0148.degrees latitude (g = 980.6199 gals.).
 KD0148
 KD0148.The modeled gravity was interpolated from observed gravity values.
 KD0148
 KD0148;                    North         East    Units  Estimated Accuracy
 KD0148;SPC MO C     -   355,910.      467,700.      MT  (+/- 180 meters Scaled)
 KD0148
 KD0148                          SUPERSEDED SURVEY CONTROL
 KD0148
 KD0148  NGVD 29 (??/??/92)  184.118  (m)          604.06   (f) ADJ UNCH    1 2
 KD0148
 KD0148.Superseded values are not recommended for survey control.
 KD0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0148.See file dsdata.txt to determine how the superseded data were derived.
 KD0148
 KD0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD109211(NAD 83)
 KD0148_MARKER: B = BOLT
 KD0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0148_SP_SET: STONE
 KD0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0148+STABILITY: SURFACE MOTION
 KD0148
 KD0148  HISTORY     - Date     Condition        Report By
 KD0148  HISTORY     - UNK      MONUMENTED       MORC
 KD0148  HISTORY     - 1948     GOOD             NGS
 KD0148  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0148
 KD0148                          STATION DESCRIPTION
 KD0148
 KD0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0148'1.6 MI SE FROM PETERSBURG.
 KD0148'1.65 MILES SOUTHEAST ALONG THE BOONVILLE-LISBON ROAD FROM THE SCHOOL
 KD0148'AT PETERSBURG, 0.1 MILE SOUTHEAST OF THE L.D. SHIPP FARMHOUSE,
 KD0148'237.0 FEET NORTHWEST OF THE CENTER LINE OF A FIELD ROAD LEADING
 KD0148'SOUTHWEST, 216.4 FEET SOUTHEAST OF THE SOUTH CORNER OF A CORN CRIB,
 KD0148'83.4 FEET SOUTHEAST OF A 20-INCH PECAN TREE WITH A TRIANGULAR BLAZE
 KD0148'ON THE SOUTHWEST SIDE OF THE TREE, 41.0 FEET NORTHEAST OF THE CENTER
 KD0148'LINE OF THE ROAD, 10.6 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY
 KD0148'FENCE, 4.5 FEET EAST OF A 20-INCH PECAN TREE WITH A TRIANGULAR
 KD0148'BLAZE ON THE SOUTH SIDE OF THE TREE, 1.3 FEET SOUTHWEST OF A
 KD0148'REFERENCE POST, 2.0 FEET SOUTH OF ANOTHER REFERENCE POST.  THE
 KD0148'TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET 4.0
 KD0148'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 KD0148'BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 KD0148
 KD0148                          STATION RECOVERY (1967)
 KD0148
 KD0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0147 ***********************************************************************
 KD0147  DESIGNATION -  149 CAP
 KD0147  PID         -  KD0147
 KD0147  STATE/COUNTY-  MO/HOWARD
 KD0147  USGS QUAD   -  FRANKLIN (1971)
 KD0147
 KD0147                         *CURRENT SURVEY CONTROL
 KD0147  ___________________________________________________________________
 KD0147* NAD 83(1986)-  39 02 23.     (N)    092 52 23.     (W)     SCALED    
 KD0147* NAVD 88     -       185.388  (meters)     608.23   (feet)  ADJUSTED  
 KD0147  ___________________________________________________________________
 KD0147  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD0147  DYNAMIC HT  -         185.271 (meters)     607.84  (feet)  COMP
 KD0147  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 KD0147
 KD0147  VERT ORDER  -  FIRST     CLASS II
 KD0147
 KD0147.The horizontal coordinates were scaled from a topographic map and have
 KD0147.an estimated accuracy of +/- 6 seconds.
 KD0147
 KD0147.The orthometric height was determined by differential leveling
 KD0147.and adjusted by the National Geodetic Survey in June 1991..
 KD0147
 KD0147.The geoid height was determined by GEOID03.
 KD0147
 KD0147.The dynamic height is computed by dividing the NAVD 88
 KD0147.geopotential number by the normal gravity value computed on the
 KD0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0147.degrees latitude (g = 980.6199 gals.).
 KD0147
 KD0147.The modeled gravity was interpolated from observed gravity values.
 KD0147
 KD0147;                    North         East    Units  Estimated Accuracy
 KD0147;SPC MO C     -   355,910.      467,700.      MT  (+/- 180 meters Scaled)
 KD0147
 KD0147                          SUPERSEDED SURVEY CONTROL
 KD0147
 KD0147  NGVD 29 (??/??/92)  185.355  (m)          608.12   (f) ADJ UNCH    1 2
 KD0147
 KD0147.Superseded values are not recommended for survey control.
 KD0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0147.See file dsdata.txt to determine how the superseded data were derived.
 KD0147
 KD0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD109211(NAD 83)
 KD0147_MARKER: P = PIPE CAP
 KD0147_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0147_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0147
 KD0147  HISTORY     - Date     Condition        Report By
 KD0147  HISTORY     - UNK      MONUMENTED       MORC
 KD0147  HISTORY     - 1948     GOOD             NGS
 KD0147  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0147  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0147
 KD0147                          STATION DESCRIPTION
 KD0147
 KD0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0147'1.6 MI SE FROM PETERSBURG.
 KD0147'1.65 MILES SOUTHEAST ALONG THE BOONVILLE-LISBON ROAD FROM THE SCHOOL
 KD0147'AT PETERSBURG, 0.1 MILE SOUTHEAST OF THE L.D. SHIPP FARMHOUSE,
 KD0147'237.0 FEET NORTHWEST OF THE CENTER LINE OF A FIELD ROAD LEADING
 KD0147'SOUTHWEST, 216.4 FEET SOUTHEAST OF THE SOUTH CORNER OF A CORN CRIB,
 KD0147'83.4 FEET SOUTHEAST OF A 20-INCH PECAN TREE WITH A TRIANGULAR
 KD0147'BLAZE ON THE SOUTHWEST SIDE OF THE TREE, 41.0 FEET NORTHEAST OF THE
 KD0147'CENTER LINE OF THE ROAD, 10.6 FEET NORTHEAST OF THE NORTHEAST
 KD0147'RIGHT-OF-WAY FENCE, 4.5 FEET EAST OF A 20-INCH PECAN TREE WITH A
 KD0147'TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 1.3 FEET SOUTHWEST
 KD0147'OF A REFERENCE POST, 2.0 FEET SOUTH OF ANOTHER REFERENCE POST.
 KD0147'THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP SET ON TOP OF A
 KD0147'4-INCH IRON PIPE AND ABOUT 0.3 FOOT BELOW GROUND LEVEL.
 KD0147
 KD0147                          STATION RECOVERY (1967)
 KD0147
 KD0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0147'MARK NOT FOUND.
 KD0147
 KD0147                          STATION RECOVERY (1986)
 KD0147
 KD0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0687 ***********************************************************************
 GE0687  DESIGNATION -  15
 GE0687  PID         -  GE0687
 GE0687  STATE/COUNTY-  MO/OREGON
 GE0687  USGS QUAD   -  THOMASVILLE (1986)
 GE0687
 GE0687                         *CURRENT SURVEY CONTROL
 GE0687  ___________________________________________________________________
 GE0687* NAD 83(1986)-  36 51 14.     (N)    091 31 58.     (W)     SCALED    
 GE0687* NAVD 88     -       274.294  (meters)     899.91   (feet)  POSTED    
 GE0687  ___________________________________________________________________
 GE0687  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GE0687  DYNAMIC HT  -         274.070 (meters)     899.18  (feet)  COMP
 GE0687  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 GE0687
 GE0687  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0687
 GE0687.The horizontal coordinates were scaled from a topographic map and have
 GE0687.an estimated accuracy of +/- 6 seconds.
 GE0687
 GE0687.The orthometric height was determined by differential leveling
 GE0687.and adjusted by the National Geodetic Survey in 1992..
 GE0687.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0687.rate of 0.0 thru 1.0 mm/km.
 GE0687
 GE0687.The geoid height was determined by GEOID03.
 GE0687
 GE0687.The dynamic height is computed by dividing the NAVD 88
 GE0687.geopotential number by the normal gravity value computed on the
 GE0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0687.degrees latitude (g = 980.6199 gals.).
 GE0687
 GE0687.The modeled gravity was interpolated from observed gravity values.
 GE0687
 GE0687;                    North         East    Units  Estimated Accuracy
 GE0687;SPC MO E     -   113,740.      157,900.      MT  (+/- 180 meters Scaled)
 GE0687
 GE0687                          SUPERSEDED SURVEY CONTROL
 GE0687
 GE0687  NGVD 29 (??/??/92)  274.180  (m)          899.54   (f) ADJ UNCH    2 0
 GE0687
 GE0687.Superseded values are not recommended for survey control.
 GE0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0687.See file dsdata.txt to determine how the superseded data were derived.
 GE0687
 GE0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA308796(NAD 83)
 GE0687_MARKER: N = NAIL
 GE0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0687_SP_SET: TREE
 GE0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0687
 GE0687  HISTORY     - Date     Condition        Report By
 GE0687  HISTORY     - UNK      MONUMENTED       MOHC
 GE0687  HISTORY     - 1934     GOOD             NGS
 GE0687  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0687
 GE0687                          STATION DESCRIPTION
 GE0687
 GE0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0687'5.4 MI N FROM THOMASVILLE.
 GE0687'5.4 MILES NORTH ALONG STATE HIGHWAY 80 FROM THOMASVILLE, OREGON
 GE0687'COUNTY, 2.4 MILES SOUTH OF THE SHANNON-OREGON COUNTY LINE,
 GE0687'90 FEET SOUTH OF AN OBLIQUE CONCRETE CULVERT, AT THE BOTTOM OF
 GE0687'A RAVINE, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 GE0687'EDGE OF A CLEARING, AND IN THE BASE OF A BLAZED 24-INCH TREE.
 GE0687'A NAIL.
 GE0687
 GE0687                          STATION RECOVERY (1977)
 GE0687
 GE0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0048 ***********************************************************************
 JC0048  DESIGNATION -  15
 JC0048  PID         -  JC0048
 JC0048  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0048  USGS QUAD   -  GRANITE CITY (1998)
 JC0048
 JC0048                         *CURRENT SURVEY CONTROL
 JC0048  ___________________________________________________________________
 JC0048* NAD 83(1986)-  38 37 45.     (N)    090 10 54.     (W)     SCALED    
 JC0048* NAVD 88     -       126.798  (meters)     416.00   (feet)  ADJUSTED  
 JC0048  ___________________________________________________________________
 JC0048  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JC0048  DYNAMIC HT  -         126.718 (meters)     415.74  (feet)  COMP
 JC0048  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JC0048
 JC0048  VERT ORDER  -  FIRST     CLASS II
 JC0048
 JC0048.The horizontal coordinates were scaled from a topographic map and have
 JC0048.an estimated accuracy of +/- 6 seconds.
 JC0048
 JC0048.The orthometric height was determined by differential leveling
 JC0048.and adjusted by the National Geodetic Survey in June 1991..
 JC0048
 JC0048.The geoid height was determined by GEOID03.
 JC0048
 JC0048.The dynamic height is computed by dividing the NAVD 88
 JC0048.geopotential number by the normal gravity value computed on the
 JC0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0048.degrees latitude (g = 980.6199 gals.).
 JC0048
 JC0048.The modeled gravity was interpolated from observed gravity values.
 JC0048
 JC0048;                    North         East    Units  Estimated Accuracy
 JC0048;SPC MO E     -   310,320.      277,720.      MT  (+/- 180 meters Scaled)
 JC0048
 JC0048                          SUPERSEDED SURVEY CONTROL
 JC0048
 JC0048  NGVD 29 (??/??/92)  126.77   (m)          415.9    (f) COMPUTED    1 2
 JC0048
 JC0048.Superseded values are not recommended for survey control.
 JC0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0048.See file dsdata.txt to determine how the superseded data were derived.
 JC0048
 JC0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC453793(NAD 83)
 JC0048_MARKER: B = BOLT
 JC0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0048_SP_SET: PIER
 JC0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0048
 JC0048  HISTORY     - Date     Condition        Report By
 JC0048  HISTORY     - UNK      MONUMENTED       DOD
 JC0048  HISTORY     - 1949     GOOD             NGS
 JC0048  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 JC0048
 JC0048                          STATION DESCRIPTION
 JC0048
 JC0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0048'AT ST LOUIS.
 JC0048'AT ST. LOUIS, AT EADS BRIDGE, SET VERTICALLY IN THE EAST FACE
 JC0048'OF THE WEST STONE PIER OF THE FOURTH ARCH WEST OF RIVERS EDGE,
 JC0048'17 FEET SOUTH OF THE NORTHEAST CORNER OF THE WEST PIER OF ARCH
 JC0048'4, 0.7 FOOT ABOVE LETTER US CUT IN GRANITE, 0.5 FOOT ABOVE TOP
 JC0048'COURSE OF GRANITE AND 4 FEET ABOVE THE LEVEL OF THE STREET.
 JC0048'NOTE-- BOLT HAS A FINE HORIZONTAL LINE THROUGH CENTER.
 JC0048
 JC0048                          STATION RECOVERY (1995)
 JC0048
 JC0048'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0643 ***********************************************************************
 HC0643  DESIGNATION -  15 B
 HC0643  PID         -  HC0643
 HC0643  STATE/COUNTY-  MO/PHELPS
 HC0643  USGS QUAD   -  NEWBURG (1992)
 HC0643
 HC0643                         *CURRENT SURVEY CONTROL
 HC0643  ___________________________________________________________________
 HC0643* NAD 83(1986)-  37 55 09.     (N)    091 58 12.     (W)     SCALED    
 HC0643* NAVD 88     -       217.179  (meters)     712.53   (feet)  ADJUSTED  
 HC0643  ___________________________________________________________________
 HC0643  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HC0643  DYNAMIC HT  -         217.022 (meters)     712.01  (feet)  COMP
 HC0643  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 HC0643
 HC0643  VERT ORDER  -  SECOND    CLASS 0
 HC0643
 HC0643.The horizontal coordinates were scaled from a topographic map and have
 HC0643.an estimated accuracy of +/- 6 seconds.
 HC0643
 HC0643.The orthometric height was determined by differential leveling
 HC0643.and adjusted by the National Geodetic Survey in June 1991..
 HC0643
 HC0643.The geoid height was determined by GEOID03.
 HC0643
 HC0643.The dynamic height is computed by dividing the NAVD 88
 HC0643.geopotential number by the normal gravity value computed on the
 HC0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0643.degrees latitude (g = 980.6199 gals.).
 HC0643
 HC0643.The modeled gravity was interpolated from observed gravity values.
 HC0643
 HC0643;                    North         East    Units  Estimated Accuracy
 HC0643;SPC MO C     -   231,590.      546,600.      MT  (+/- 180 meters Scaled)
 HC0643
 HC0643                          SUPERSEDED SURVEY CONTROL
 HC0643
 HC0643  NGVD 29 (??/??/92)  217.125  (m)          712.35   (f) ADJ UNCH    2 0
 HC0643
 HC0643.Superseded values are not recommended for survey control.
 HC0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0643.See file dsdata.txt to determine how the superseded data were derived.
 HC0643
 HC0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB905973(NAD 83)
 HC0643_MARKER: DD = SURVEY DISK
 HC0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0643_SP_SET: BRIDGE
 HC0643_STAMPING: 15 B 1925 MO
 HC0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0643
 HC0643  HISTORY     - Date     Condition        Report By
 HC0643  HISTORY     - 1925     MONUMENTED       USGS
 HC0643  HISTORY     - 1949     GOOD             NGS
 HC0643
 HC0643                          STATION DESCRIPTION
 HC0643
 HC0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HC0643'AT ARLINGTON.
 HC0643'AT ARLINGTON, PHELPS COUNTY, ON U.S. HIGHWAY 66, 85 YARDS WEST
 HC0643'OF THE CENTERLINE OF THE ST. LOUIS-SAN FRANCISCO RAILWAY UNDERPASS,
 HC0643'AT THE STEEL HIGHWAY BRIDGE OVER LITTLE PINEY RIVER, IN THE
 HC0643'TOP OF THE NORTH END OF THE EAST CONCRETE BRIDGE SEAT, 12 FEET
 HC0643'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 4 FEET LOWER
 HC0643'THAN THE BRIDGE FLOOR.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HC0643'DISK, STAMPED 15 B 1925 MO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0131 ***********************************************************************
 JC0131  DESIGNATION -  15 BOLT
 JC0131  PID         -  JC0131
 JC0131  STATE/COUNTY-  MO/ST LOUIS
 JC0131  USGS QUAD   -  FLORISSANT (1998)
 JC0131
 JC0131                         *CURRENT SURVEY CONTROL
 JC0131  ___________________________________________________________________
 JC0131* NAD 83(1986)-  38 49 20.     (N)    090 21 53.     (W)     SCALED    
 JC0131* NAVD 88     -       135.62   (+/-2cm)     444.9    (feet)  VERTCON   
 JC0131  ___________________________________________________________________
 JC0131  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JC0131
 JC0131  VERT ORDER  -  ? (See Below)
 JC0131
 JC0131.The horizontal coordinates were scaled from a topographic map and have
 JC0131.an estimated accuracy of +/- 6 seconds.
 JC0131
 JC0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0131.The vertical order pertains to the NGVD 29 superseded value.
 JC0131
 JC0131.The geoid height was determined by GEOID03.
 JC0131
 JC0131;                    North         East    Units  Estimated Accuracy
 JC0131;SPC MO E     -   331,710.      261,750.      MT  (+/- 180 meters Scaled)
 JC0131
 JC0131                          SUPERSEDED SURVEY CONTROL
 JC0131
 JC0131  NGVD 29 (??/??/92)  135.629  (m)          444.98   (f) ADJ UNCH    ?  
 JC0131
 JC0131.Superseded values are not recommended for survey control.
 JC0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0131.See file dsdata.txt to determine how the superseded data were derived.
 JC0131
 JC0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD287003(NAD 83)
 JC0131_MARKER: B = BOLT
 JC0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0131_SP_SET: STONE
 JC0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0131+STABILITY: SURFACE MOTION
 JC0131
 JC0131  HISTORY     - Date     Condition        Report By
 JC0131  HISTORY     - UNK      MONUMENTED       MORC
 JC0131  HISTORY     - 1934     MARK NOT FOUND   NGS
 JC0131
 JC0131                          STATION DESCRIPTION
 JC0131
 JC0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0131'NEAR MUSICKS FERRY.
 JC0131'ABOUT 2,460 FEET UPSTREAM FROM THE LOWER EDGE OF THE FIRST TIMER
 JC0131'ALONG THE RIVER FROM MUSICKS FERRY, ST. LOUIS COUNTY, ON THE
 JC0131'RIGHT BANK OF THE RIVER, OPPOSITE THE CENTER OF CHARBONNIER
 JC0131'ISLAND, ABOUT 400 FEET ABOVE THE UPPER END OF THE TIMBER LINE
 JC0131'RUNNING TO THE RIVER, ABOUT 300 FEET FROM THE RIVER, 200 FEET
 JC0131'BELOW THE ROAD UP THE SIDE OF THE BLUFF, AT THE NORTH END OF A
 JC0131'ROUNDING POINT OF THE BLUFF, AND AT THE REAR OF A FIELD.  A
 JC0131'COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES SQUARE AND
 JC0131'SET ABOUT 4 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0132 ***********************************************************************
 JC0132  DESIGNATION -  15 CAP
 JC0132  PID         -  JC0132
 JC0132  STATE/COUNTY-  MO/ST LOUIS
 JC0132  USGS QUAD   -  FLORISSANT (1998)
 JC0132
 JC0132                         *CURRENT SURVEY CONTROL
 JC0132  ___________________________________________________________________
 JC0132* NAD 83(1986)-  38 49 20.     (N)    090 21 53.     (W)     SCALED    
 JC0132* NAVD 88     -       136.86   (+/-2cm)     449.0    (feet)  VERTCON   
 JC0132  ___________________________________________________________________
 JC0132  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JC0132
 JC0132  VERT ORDER  -  ? (See Below)
 JC0132
 JC0132.The horizontal coordinates were scaled from a topographic map and have
 JC0132.an estimated accuracy of +/- 6 seconds.
 JC0132
 JC0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0132.The vertical order pertains to the NGVD 29 superseded value.
 JC0132
 JC0132.The geoid height was determined by GEOID03.
 JC0132
 JC0132;                    North         East    Units  Estimated Accuracy
 JC0132;SPC MO E     -   331,710.      261,750.      MT  (+/- 180 meters Scaled)
 JC0132
 JC0132                          SUPERSEDED SURVEY CONTROL
 JC0132
 JC0132  NGVD 29 (??/??/92)  136.866  (m)          449.03   (f) ADJ UNCH    ?  
 JC0132
 JC0132.Superseded values are not recommended for survey control.
 JC0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0132.See file dsdata.txt to determine how the superseded data were derived.
 JC0132
 JC0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD287003(NAD 83)
 JC0132_MARKER: P = PIPE CAP
 JC0132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0132
 JC0132  HISTORY     - Date     Condition        Report By
 JC0132  HISTORY     - UNK      MONUMENTED       MORC
 JC0132  HISTORY     - 1934     MARK NOT FOUND   NGS
 JC0132
 JC0132                          STATION DESCRIPTION
 JC0132
 JC0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0132'NEAR MUSICKS FERRY.
 JC0132'ABOUT 2,460 FEET UPSTREAM FROM THE LOWER EDGE OF THE FIRST TIMER
 JC0132'ALONG THE RIVER FROM MUSICKS FERRY, ST. LOUIS COUNTY, ON THE
 JC0132'RIGHT BANK OF THE RIVER, OPPOSITE THE CENTER OF CHARBONNIER
 JC0132'ISLAND, ABOUT 400 FEET ABOVE THE UPPER END OF THE TIMBER LINE
 JC0132'RUNNING TO THE RIVER, ABOUT 300 FEET FROM THE RIVER, 200 FEET
 JC0132'BELOW THE ROAD UP THE SIDE OF THE BLUFF, AT THE NORTH END OF A
 JC0132'ROUNDING POINT OF THE BLUFF, AND AT THE REAR OF A FIELD.  AN
 JC0132'IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0345 ***********************************************************************
 GE0345  DESIGNATION -  15 J
 GE0345  PID         -  GE0345
 GE0345  STATE/COUNTY-  MO/RIPLEY
 GE0345  USGS QUAD   -  BRIAR (1997)
 GE0345
 GE0345                         *CURRENT SURVEY CONTROL
 GE0345  ___________________________________________________________________
 GE0345* NAD 83(1986)-  36 40 54.     (N)    090 53 05.     (W)     SCALED    
 GE0345* NAVD 88     -       108.47   (+/-2cm)     355.9    (feet)  VERTCON   
 GE0345  ___________________________________________________________________
 GE0345  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GE0345
 GE0345  VERT ORDER  -  THIRD (See Below)
 GE0345
 GE0345.The horizontal coordinates were scaled from a topographic map and have
 GE0345.an estimated accuracy of +/- 6 seconds.
 GE0345
 GE0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0345.The vertical order pertains to the NGVD 29 superseded value.
 GE0345
 GE0345.The geoid height was determined by GEOID03.
 GE0345
 GE0345;                    North         East    Units  Estimated Accuracy
 GE0345;SPC MO E     -    94,200.      215,620.      MT  (+/- 180 meters Scaled)
 GE0345
 GE0345                          SUPERSEDED SURVEY CONTROL
 GE0345
 GE0345  NGVD 29 (??/??/??)  108.39   (m)          355.6    (f) RESET       3  
 GE0345
 GE0345.Superseded values are not recommended for survey control.
 GE0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0345.See file dsdata.txt to determine how the superseded data were derived.
 GE0345
 GE0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA890616(NAD 83)
 GE0345_MARKER: DD = SURVEY DISK
 GE0345_SETTING: 66 = SET IN ROCK OUTCROP
 GE0345_SP_SET: ROCK OUTCROP
 GE0345_STAMPING: 15 J 1933
 GE0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0345+STABILITY: POSITION/ELEVATION WELL
 GE0345
 GE0345  HISTORY     - Date     Condition        Report By
 GE0345  HISTORY     - 1933     MONUMENTED       USGS
 GE0345
 GE0345                          STATION DESCRIPTION
 GE0345
 GE0345'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GE0345'2.7 MI NW FROM DONIPHAN.
 GE0345'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE CURRENT
 GE0345'RIVER BRIDGE AT DONIPHAN, RIPLEY COUNTY, THENCE 2.5 MILES
 GE0345'NORTHWEST ALONG THE OLD BENNETT-DONIPHAN ROAD, THENCE 1.9 MILES
 GE0345'NORTH ALONG A ROAD, 0.8 MILE NORTH OF THE MOUTH OF WELLS CREEK,
 GE0345'IN NORTHWEST 1/4 SEC. 5, T. 23 N., R. 2 E., AT THE HARGUS EDDY
 GE0345'DAM SITE, 100 FEET SOUTH OF A TRAIL AT THE FOOT OF THE BLUFF, 43
 GE0345'FEET WEST OF THE BANK OF CURRENT RIVER, AND IN A SANDSTONE
 GE0345'OUTCROP.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 15 J
 GE0345'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1216 ***********************************************************************
 HD1216  DESIGNATION -  15 J
 HD1216  PID         -  HD1216
 HD1216  STATE/COUNTY-  MO/DALLAS
 HD1216  USGS QUAD   -  LONG LANE (1982)
 HD1216
 HD1216                         *CURRENT SURVEY CONTROL
 HD1216  ___________________________________________________________________
 HD1216* NAD 83(1997)-  37 30 51.19131(N)    092 55 57.94504(W)     ADJUSTED  
 HD1216* NAVD 88     -       373.13   (+/-2cm)    1224.2    (feet)  VERTCON   
 HD1216  ___________________________________________________________________
 HD1216  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 HD1216  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HD1216
 HD1216  HORZ ORDER  -  SECOND
 HD1216  VERT ORDER  -  THIRD ? (See Below)
 HD1216
 HD1216.The horizontal coordinates were established by classical geodetic methods
 HD1216.and adjusted by the National Geodetic Survey in February 2000..
 HD1216
 HD1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1216.The vertical order pertains to the NGVD 29 superseded value.
 HD1216
 HD1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1216
 HD1216.The geoid height was determined by GEOID03.
 HD1216
 HD1216;                    North         East     Units Scale Factor Converg.
 HD1216;SPC MO C     -   186,606.147   461,742.496   MT  0.99995136   -0 15 48.7
 HD1216;UTM  15      - 4,151,921.050   505,942.000   MT  0.99960043   +0 02 27.4
 HD1216
 HD1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1216!SPC MO C     -   0.99994610  x   0.99995136  =   0.99989746
 HD1216!UTM  15      -   0.99994610  x   0.99960043  =   0.99954655
 HD1216
 HD1216                          SUPERSEDED SURVEY CONTROL
 HD1216
 HD1216  NAD 83(1986)-  37 30 51.20370(N)    092 55 57.94419(W) AD(       ) 2
 HD1216  NAD 27      -  37 30 51.04700(N)    092 55 57.29600(W) AD(       ) 2
 HD1216  NGVD 29 (07/19/86)  373.02   (m)         1223.8    (f) LEVELING    3  
 HD1216
 HD1216.Superseded values are not recommended for survey control.
 HD1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1216.See file dsdata.txt to determine how the superseded data were derived.
 HD1216
 HD1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB0594251921(NAD 83)
 HD1216_MARKER: DD = SURVEY DISK
 HD1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1216
 HD1216  HISTORY     - Date     Condition        Report By
 HD1216  HISTORY     - 1947     MONUMENTED       USGS
 HD1216  HISTORY     - 20060724 POOR             MODNR
 HD1216
 HD1216                          STATION DESCRIPTION
 HD1216
 HD1216'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (MEW)
 HD1216'THE STATION IS LOCATED ABOUT 6 MILES WEST OF CONWAY, 41 FEET
 HD1216'SOUTH OF T-INTERSECTION WITH T LEADING NORTH.  IT IS 10 FEET
 HD1216'SOUTH OF THE FENCE AND ABOUT 10 FEET WEST OF A WIRE GATE.
 HD1216'THE MARK IS A 6 BY 6 INCH CONCRETE POST THAT PROJECTS 6
 HD1216'INCHES AND THE DISK IS STAMPED 15-J-1932 1224 FEET.
 HD1216'
 HD1216'TO REACH FROM THE ROAD JUNCTION OF COUNTY ROADS M AND Y
 HD1216'WITH U.S. HIGHWAY 66 IN CONWAY, GO WEST ON COUNTY ROAD M
 HD1216'5.9 MILES TO STATION ON LEFT AS DESCRIBED.
 HD1216'
 HD1216'TRAVERSE CONNECTION WAS MADE TO GOOSE 1947 AND THE DISTANCE
 HD1216'WAS 176.044 METERS, 577.57 FEET.
 HD1216
 HD1216                          STATION RECOVERY (2006)
 HD1216
 HD1216'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HD1216'FOUND CONCRETE POST, WITH NO DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0153 ***********************************************************************
 KD0153  DESIGNATION -  151=43/3 BOLT
 KD0153  PID         -  KD0153
 KD0153  STATE/COUNTY-  MO/HOWARD
 KD0153  USGS QUAD   -  ARROW ROCK (1971)
 KD0153
 KD0153                         *CURRENT SURVEY CONTROL
 KD0153  ___________________________________________________________________
 KD0153* NAD 83(1986)-  39 03 49.     (N)    092 53 45.     (W)     SCALED    
 KD0153* NAVD 88     -       188.800  (meters)     619.42   (feet)  ADJUSTED  
 KD0153  ___________________________________________________________________
 KD0153  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0153  DYNAMIC HT  -         188.682 (meters)     619.03  (feet)  COMP
 KD0153  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 KD0153
 KD0153  VERT ORDER  -  FIRST     CLASS II
 KD0153
 KD0153.The horizontal coordinates were scaled from a topographic map and have
 KD0153.an estimated accuracy of +/- 6 seconds.
 KD0153
 KD0153.The orthometric height was determined by differential leveling
 KD0153.and adjusted by the National Geodetic Survey in June 1991..
 KD0153
 KD0153.The geoid height was determined by GEOID03.
 KD0153
 KD0153.The dynamic height is computed by dividing the NAVD 88
 KD0153.geopotential number by the normal gravity value computed on the
 KD0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0153.degrees latitude (g = 980.6199 gals.).
 KD0153
 KD0153.The modeled gravity was interpolated from observed gravity values.
 KD0153
 KD0153;                    North         East    Units  Estimated Accuracy
 KD0153;SPC MO C     -   358,570.      465,740.      MT  (+/- 180 meters Scaled)
 KD0153
 KD0153                          SUPERSEDED SURVEY CONTROL
 KD0153
 KD0153  NGVD 29 (??/??/92)  188.768  (m)          619.32   (f) ADJ UNCH    1 2
 KD0153
 KD0153.Superseded values are not recommended for survey control.
 KD0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0153.See file dsdata.txt to determine how the superseded data were derived.
 KD0153
 KD0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD090238(NAD 83)
 KD0153_MARKER: B = BOLT
 KD0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0153_SP_SET: STONE
 KD0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0153+STABILITY: SURFACE MOTION
 KD0153
 KD0153  HISTORY     - Date     Condition        Report By
 KD0153  HISTORY     - UNK      MONUMENTED       MORC
 KD0153  HISTORY     - 1948     GOOD             NGS
 KD0153
 KD0153                          STATION DESCRIPTION
 KD0153
 KD0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0153'0.4 MI N FROM PETERSBURG.
 KD0153'0.4 MILE NORTH ALONG THE BOONVILLE-LISBON ROAD FROM THE SCHOOL
 KD0153'AT PETERSBURG, ON THE WEST SLOPE OF A HILL, 260.0 FEET NORTHWEST
 KD0153'OF THE NORTHEAST CORNER OF A BARN, 236.0 FEET SOUTHEAST OF THE
 KD0153'SOUTHEAST CORNER OF THE FARM RESIDENCE OF WILL QUINLEY, 247.0
 KD0153'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 18.6 FEET
 KD0153'NORTHEAST OF THE NORTHEAST BARN LOT FENCE, 1.5 FEET NORTHWEST
 KD0153'OF A REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE
 KD0153'18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH
 KD0153'IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 KD0153'IRON CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0152 ***********************************************************************
 KD0152  DESIGNATION -  151=43/3 CAP
 KD0152  PID         -  KD0152
 KD0152  STATE/COUNTY-  MO/HOWARD
 KD0152  USGS QUAD   -  ARROW ROCK (1971)
 KD0152
 KD0152                         *CURRENT SURVEY CONTROL
 KD0152  ___________________________________________________________________
 KD0152* NAD 83(1986)-  39 03 49.     (N)    092 53 45.     (W)     SCALED    
 KD0152* NAVD 88     -       190.039  (meters)     623.49   (feet)  ADJUSTED  
 KD0152  ___________________________________________________________________
 KD0152  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0152  DYNAMIC HT  -         189.920 (meters)     623.10  (feet)  COMP
 KD0152  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 KD0152
 KD0152  VERT ORDER  -  FIRST     CLASS II
 KD0152
 KD0152.The horizontal coordinates were scaled from a topographic map and have
 KD0152.an estimated accuracy of +/- 6 seconds.
 KD0152
 KD0152.The orthometric height was determined by differential leveling
 KD0152.and adjusted by the National Geodetic Survey in June 1991..
 KD0152
 KD0152.The geoid height was determined by GEOID03.
 KD0152
 KD0152.The dynamic height is computed by dividing the NAVD 88
 KD0152.geopotential number by the normal gravity value computed on the
 KD0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0152.degrees latitude (g = 980.6199 gals.).
 KD0152
 KD0152.The modeled gravity was interpolated from observed gravity values.
 KD0152
 KD0152;                    North         East    Units  Estimated Accuracy
 KD0152;SPC MO C     -   358,570.      465,740.      MT  (+/- 180 meters Scaled)
 KD0152
 KD0152                          SUPERSEDED SURVEY CONTROL
 KD0152
 KD0152  NGVD 29 (??/??/92)  190.004  (m)          623.37   (f) ADJ UNCH    1 2
 KD0152
 KD0152.Superseded values are not recommended for survey control.
 KD0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0152.See file dsdata.txt to determine how the superseded data were derived.
 KD0152
 KD0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD090238(NAD 83)
 KD0152_MARKER: P = PIPE CAP
 KD0152_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0152_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0152
 KD0152  HISTORY     - Date     Condition        Report By
 KD0152  HISTORY     - UNK      MONUMENTED       MORC
 KD0152  HISTORY     - 1948     GOOD             NGS
 KD0152  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0152
 KD0152                          STATION DESCRIPTION
 KD0152
 KD0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0152'0.4 MI N FROM PETERSBURG.
 KD0152'0.4 MILE NORTH ALONG THE BOONVILLE-LISBON ROAD FROM THE SCHOOL
 KD0152'AT PETERSBURG, ON THE WEST SLOPE OF A HILL, 260.0 FEET NORTHWEST
 KD0152'OF THE NORTHEAST CORNER OF A BARN, 236.0 FEET SOUTHEAST OF THE
 KD0152'SOUTHEAST CORNER OF THE FARM RESIDENCE OF WILL QUINLEY, 247.0 FEET
 KD0152'NORTHEAST OF THE CENTER LINE OF THE ROAD, 18.6 FEET NORTHEAST
 KD0152'OF THE NORTHEAST BARN LOT FENCE, 1.5 FEET NORTHWEST OF A REFERENCE
 KD0152'POST, THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP SET ON TOP
 KD0152'OF A 4-INCH IRON PIPE AND PROJECTING 1.0 FOOT ABOVE THE GROUND.
 KD0152
 KD0152                          STATION RECOVERY (1986)
 KD0152
 KD0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0323 ***********************************************************************
 HD0323  DESIGNATION -  1521.5
 HD0323  PID         -  HD0323
 HD0323  STATE/COUNTY-  MO/WRIGHT
 HD0323  USGS QUAD   -  HARTVILLE (1956)
 HD0323
 HD0323                         *CURRENT SURVEY CONTROL
 HD0323  ___________________________________________________________________
 HD0323* NAD 83(1986)-  37 16 35.     (N)    092 33 03.     (W)     SCALED    
 HD0323* NAVD 88     -       463.940  (meters)    1522.11   (feet)  ADJUSTED  
 HD0323  ___________________________________________________________________
 HD0323  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HD0323  DYNAMIC HT  -         463.570 (meters)    1520.90  (feet)  COMP
 HD0323  MODELED GRAV-     979,818.6   (mgal)                       NAVD 88
 HD0323
 HD0323  VERT ORDER  -  SECOND    CLASS 0
 HD0323
 HD0323.The horizontal coordinates were scaled from a topographic map and have
 HD0323.an estimated accuracy of +/- 6 seconds.
 HD0323
 HD0323.The orthometric height was determined by differential leveling
 HD0323.and adjusted by the National Geodetic Survey in June 1991..
 HD0323
 HD0323.The geoid height was determined by GEOID03.
 HD0323
 HD0323.The dynamic height is computed by dividing the NAVD 88
 HD0323.geopotential number by the normal gravity value computed on the
 HD0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0323.degrees latitude (g = 980.6199 gals.).
 HD0323
 HD0323.The modeled gravity was interpolated from observed gravity values.
 HD0323
 HD0323;                    North         East    Units  Estimated Accuracy
 HD0323;SPC MO C     -   160,130.      495,490.      MT  (+/- 180 meters Scaled)
 HD0323
 HD0323                          SUPERSEDED SURVEY CONTROL
 HD0323
 HD0323  NGVD 29 (??/??/92)  463.805  (m)         1521.67   (f) ADJ UNCH    2 0
 HD0323
 HD0323.Superseded values are not recommended for survey control.
 HD0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0323.See file dsdata.txt to determine how the superseded data were derived.
 HD0323
 HD0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB398256(NAD 83)
 HD0323_MARKER: Q = CHISELED SQUARE
 HD0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0323_SP_SET: CULVERT
 HD0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0323
 HD0323  HISTORY     - Date     Condition        Report By
 HD0323  HISTORY     - UNK      MONUMENTED       USGS
 HD0323  HISTORY     - 1934     GOOD             NGS
 HD0323  HISTORY     - 1979     POOR             NGS
 HD0323  HISTORY     - 1979     POOR             NGS
 HD0323  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0323
 HD0323                          STATION DESCRIPTION
 HD0323
 HD0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0323'3.5 MI NW FROM HARTVILLE.
 HD0323'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 5 FROM HARTVILLE, WRIGHT
 HD0323'COUNTY, IN THE NORTHEAST ANGLE OF A ROAD INTERSECTION, AT A
 HD0323'CULVERT, AND ON THE TOP OF THE EAST CONCRETE HEADWALL.  A
 HD0323'CHISELED SQUARE.
 HD0323
 HD0323                          STATION RECOVERY (1979)
 HD0323
 HD0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HD0323'MARK RECOVERED IN POOR CONDITION.
 HD0323
 HD0323                          STATION RECOVERY (1979)
 HD0323
 HD0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HD0323'MARK RECOVERED IN POOR CONDITION.
 HD0323
 HD0323                          STATION RECOVERY (1988)
 HD0323
 HD0323'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0158 ***********************************************************************
 KD0158  DESIGNATION -  152=44/3 BOLT
 KD0158  PID         -  KD0158
 KD0158  STATE/COUNTY-  MO/HOWARD
 KD0158  USGS QUAD   -  ARROW ROCK (1971)
 KD0158
 KD0158                         *CURRENT SURVEY CONTROL
 KD0158  ___________________________________________________________________
 KD0158* NAD 83(1986)-  39 06 11.     (N)    092 54 30.     (W)     SCALED    
 KD0158* NAVD 88     -       187.059  (meters)     613.71   (feet)  ADJUSTED  
 KD0158  ___________________________________________________________________
 KD0158  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0158  DYNAMIC HT  -         186.942 (meters)     613.33  (feet)  COMP
 KD0158  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 KD0158
 KD0158  VERT ORDER  -  FIRST     CLASS II
 KD0158
 KD0158.The horizontal coordinates were scaled from a topographic map and have
 KD0158.an estimated accuracy of +/- 6 seconds.
 KD0158
 KD0158.The orthometric height was determined by differential leveling
 KD0158.and adjusted by the National Geodetic Survey in June 1991..
 KD0158
 KD0158.The geoid height was determined by GEOID03.
 KD0158
 KD0158.The dynamic height is computed by dividing the NAVD 88
 KD0158.geopotential number by the normal gravity value computed on the
 KD0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0158.degrees latitude (g = 980.6199 gals.).
 KD0158
 KD0158.The modeled gravity was interpolated from observed gravity values.
 KD0158
 KD0158;                    North         East    Units  Estimated Accuracy
 KD0158;SPC MO C     -   362,950.      464,680.      MT  (+/- 180 meters Scaled)
 KD0158
 KD0158                          SUPERSEDED SURVEY CONTROL
 KD0158
 KD0158  NGVD 29 (??/??/92)  187.028  (m)          613.61   (f) ADJ UNCH    1 2
 KD0158
 KD0158.Superseded values are not recommended for survey control.
 KD0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0158.See file dsdata.txt to determine how the superseded data were derived.
 KD0158
 KD0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD079282(NAD 83)
 KD0158_MARKER: B = BOLT
 KD0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0158_SP_SET: STONE
 KD0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0158+STABILITY: SURFACE MOTION
 KD0158
 KD0158  HISTORY     - Date     Condition        Report By
 KD0158  HISTORY     - UNK      MONUMENTED       MORC
 KD0158  HISTORY     - 1948     GOOD             NGS
 KD0158
 KD0158                          STATION DESCRIPTION
 KD0158
 KD0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0158'0.4 MI S FROM LISBON.
 KD0158'0.35 MILE SOUTH ALONG THE BOONVILLE-LISBON ROAD FROM THE JUNCTION
 KD0158'OF THE BOONVILLE-LISBON ROAD AND COUNTY ROAD K, 0.65 MILE NORTH
 KD0158'OF A STEEL BRIDGE IN A U-TURN IN THE ROAD, 0.25 MILE NORTH OF A
 KD0158'STONE BRIDGE IN THE ROAD, ABOUT 0.1 MILE NORTH OF A PRIVATE
 KD0158'ROAD LEADING EAST TO A FARMHOUSE ON THE SOUTHWEST SLOPE OF THE
 KD0158'BLUFF ON THE EAST SIDE OF THE ROAD, 64.0 FEET WEST OF THE CENTER
 KD0158'LINE OF THE ROAD, 102.0 FEET SOUTHWEST OF THE CENTER LINE OF A
 KD0158'GATE ON THE EAST SIDE OF THE TREE, 39.8 FEET NORTHWEST OF AN
 KD0158'8-INCH TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE
 KD0158'TREE, ABOUT 20.0 FEET BELOW ROAD LEVEL, 14.0 FEET EAST OF THE
 KD0158'EAST EDGE OF A BANK, 1.3 FEET NORTH OF A REFERENCE POST.  THE
 KD0158'TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET
 KD0158'4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 KD0158'PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0157 ***********************************************************************
 KD0157  DESIGNATION -  152=44/3 CAP
 KD0157  PID         -  KD0157
 KD0157  STATE/COUNTY-  MO/HOWARD
 KD0157  USGS QUAD   -  ARROW ROCK (1971)
 KD0157
 KD0157                         *CURRENT SURVEY CONTROL
 KD0157  ___________________________________________________________________
 KD0157* NAD 83(1986)-  39 06 11.     (N)    092 54 30.     (W)     SCALED    
 KD0157* NAVD 88     -       188.297  (meters)     617.77   (feet)  ADJUSTED  
 KD0157  ___________________________________________________________________
 KD0157  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0157  DYNAMIC HT  -         188.179 (meters)     617.38  (feet)  COMP
 KD0157  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 KD0157
 KD0157  VERT ORDER  -  FIRST     CLASS II
 KD0157
 KD0157.The horizontal coordinates were scaled from a topographic map and have
 KD0157.an estimated accuracy of +/- 6 seconds.
 KD0157
 KD0157.The orthometric height was determined by differential leveling
 KD0157.and adjusted by the National Geodetic Survey in June 1991..
 KD0157
 KD0157.The geoid height was determined by GEOID03.
 KD0157
 KD0157.The dynamic height is computed by dividing the NAVD 88
 KD0157.geopotential number by the normal gravity value computed on the
 KD0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0157.degrees latitude (g = 980.6199 gals.).
 KD0157
 KD0157.The modeled gravity was interpolated from observed gravity values.
 KD0157
 KD0157;                    North         East    Units  Estimated Accuracy
 KD0157;SPC MO C     -   362,950.      464,680.      MT  (+/- 180 meters Scaled)
 KD0157
 KD0157                          SUPERSEDED SURVEY CONTROL
 KD0157
 KD0157  NGVD 29 (??/??/92)  188.266  (m)          617.67   (f) ADJ UNCH    1 2
 KD0157
 KD0157.Superseded values are not recommended for survey control.
 KD0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0157.See file dsdata.txt to determine how the superseded data were derived.
 KD0157
 KD0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD079282(NAD 83)
 KD0157_MARKER: P = PIPE CAP
 KD0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0157_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0157
 KD0157  HISTORY     - Date     Condition        Report By
 KD0157  HISTORY     - UNK      MONUMENTED       MORC
 KD0157  HISTORY     - 1948     GOOD             NGS
 KD0157  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0157
 KD0157                          STATION DESCRIPTION
 KD0157
 KD0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0157'0.4 MI S FROM LISBON.
 KD0157'0.35 MILE SOUTH ALONG THE BOONVILLE-LISBON ROAD FROM THE JUNCTION
 KD0157'OF THE BOONVILLE-LISBON ROAD AND COUNTY ROAD K, 0.65 MILE NORTH
 KD0157'OF A STEEL BRIDGE IN A U-TURN IN THE ROAD, 0.25 MILE NORTH OF A
 KD0157'STONE BRIDGE IN THE ROAD, ABOUT 0.1 MILE NORTH OF A PRIVATE
 KD0157'ROAD LEADING EAST TO A FARMHOUSE ON THE SOUTHWEST SLOPE OF THE
 KD0157'BLUFF ON THE EAST SIDE OF THE ROAD, 102.0 FEET SOUTHWEST OF THE
 KD0157'CENTER LINE OF A GATE ON THE EAST SIDE OF THE ROAD, 64.0 FEET
 KD0157'WEST OF THE CENTER LINE OF THE ROAD, 20.5 FEET SOUTH OF A 12-INCH
 KD0157'TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 39.8
 KD0157'FEET NORTHWEST OF AN 8-INCH TREE WITH A TRIANGULAR BLAZE ON THE
 KD0157'EAST SIDE OF THE TREE, ABOUT 20.0 FEET BELOW ROAD LEVEL, 14.0
 KD0157'FEET EAST OF THE EAST EDGE OF A BANK, 1.3 FEET NORTH OF A
 KD0157'REFERENCE POST.  THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP
 KD0157'SET ON TOP OF A 4-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE
 KD0157'GROUND.
 KD0157
 KD0157                          STATION RECOVERY (1986)
 KD0157
 KD0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0350 ***********************************************************************
 HD0350  DESIGNATION -  1535.2
 HD0350  PID         -  HD0350
 HD0350  STATE/COUNTY-  MO/WRIGHT
 HD0350  USGS QUAD   -  MANSFIELD (1985)
 HD0350
 HD0350                         *CURRENT SURVEY CONTROL
 HD0350  ___________________________________________________________________
 HD0350* NAD 83(1986)-  37 06 00.     (N)    092 34 34.     (W)     SCALED    
 HD0350* NAVD 88     -       467.640  (meters)    1534.25   (feet)  ADJUSTED  
 HD0350  ___________________________________________________________________
 HD0350  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 HD0350  DYNAMIC HT  -         467.260 (meters)    1533.00  (feet)  COMP
 HD0350  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 HD0350
 HD0350  VERT ORDER  -  SECOND    CLASS 0
 HD0350
 HD0350.The horizontal coordinates were scaled from a topographic map and have
 HD0350.an estimated accuracy of +/- 6 seconds.
 HD0350
 HD0350.The orthometric height was determined by differential leveling
 HD0350.and adjusted by the National Geodetic Survey in June 1991..
 HD0350
 HD0350.The geoid height was determined by GEOID03.
 HD0350
 HD0350.The dynamic height is computed by dividing the NAVD 88
 HD0350.geopotential number by the normal gravity value computed on the
 HD0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0350.degrees latitude (g = 980.6199 gals.).
 HD0350
 HD0350.The modeled gravity was interpolated from observed gravity values.
 HD0350
 HD0350;                    North         East    Units  Estimated Accuracy
 HD0350;SPC MO C     -   140,550.      493,240.      MT  (+/- 180 meters Scaled)
 HD0350
 HD0350                          SUPERSEDED SURVEY CONTROL
 HD0350
 HD0350  NGVD 29 (??/??/92)  467.492  (m)         1533.76   (f) ADJ UNCH    2 0
 HD0350
 HD0350.Superseded values are not recommended for survey control.
 HD0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0350.See file dsdata.txt to determine how the superseded data were derived.
 HD0350
 HD0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB376060(NAD 83)
 HD0350_MARKER: Q = CHISELED SQUARE
 HD0350_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HD0350_SP_SET: WINGWALL
 HD0350_STAMPING: 1535.2
 HD0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0350+STABILITY: SURFACE MOTION
 HD0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0350+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 HD0350
 HD0350  HISTORY     - Date     Condition        Report By
 HD0350  HISTORY     - UNK      MONUMENTED       USGS
 HD0350  HISTORY     - 1934     GOOD             NGS
 HD0350  HISTORY     - 1977     GOOD             NGS
 HD0350  HISTORY     - 1977     GOOD             NGS
 HD0350  HISTORY     - 19890928 GOOD             NGS
 HD0350  HISTORY     - 20040918 GOOD             GEOCAC
 HD0350
 HD0350                          STATION DESCRIPTION
 HD0350
 HD0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0350'0.6 MI S FROM MANSFIELD.
 HD0350'0.6 MILE SOUTH ALONG STATE HIGHWAY 5 FROM THE FARMERS EXCHANGE
 HD0350'BUILDING AT MANSFIELD, WRIGHT COUNTY, 0.6 MILE EAST OF THE
 HD0350'ST. LOUIS SAN FRANCISCO RAILWAY STATION, AT THE SOUTHWEST CORNER
 HD0350'OF A CONCRETE BRIDGE OVER THE RAILWAY TRACK, AND ON THE CONCRETE
 HD0350'WINGWALL.  A CHISELED SQUARE, STAMPED 1535.2.
 HD0350
 HD0350                          STATION RECOVERY (1977)
 HD0350
 HD0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0350'RECOVERED IN GOOD CONDITION.
 HD0350
 HD0350                          STATION RECOVERY (1977)
 HD0350
 HD0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0350'RECOVERED IN GOOD CONDITION.
 HD0350
 HD0350                          STATION RECOVERY (1989)
 HD0350
 HD0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0350'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.6 KM
 HD0350'(0.35 MI) EASTERLY ALONG COUNTY ROAD A FROM THE POST OFFICE IN
 HD0350'MANSFIELD, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY ALONG COUNTY ROAD U,
 HD0350'A CHISELED SQUARE IN THE SOUTHWEST WINGWALL OF THE ROAD OVERPASS OF
 HD0350'THE BURLINGTON NORTHERN RAILROAD, 3.6 M (11.8 FT) NORTHWEST OF THE
 HD0350'CENTER OF THE ROAD, 3.5 M (11.5 FT)(SLOPE MEASUREMENT) EAST OF THE
 HD0350'WEST END OF THE WINGWALL, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD,
 HD0350'0.2 M (0.7 FT) NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE
 HD0350'GUARDRAIL, AND IS A 2-INCH CHISELED SQUARE.
 HD0350
 HD0350                          STATION RECOVERY (2004)
 HD0350
 HD0350'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 HD0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0662 ***********************************************************************
 JD0662  DESIGNATION -  1542 RESET
 JD0662  PID         -  JD0662
 JD0662  STATE/COUNTY-  MO/PETTIS
 JD0662  USGS QUAD   -  SEDALIA EAST (1973)
 JD0662
 JD0662                         *CURRENT SURVEY CONTROL
 JD0662  ___________________________________________________________________
 JD0662* NAD 83(1986)-  38 41 58.     (N)    093 11 24.     (W)     SCALED    
 JD0662* NAVD 88     -       268.102  (meters)     879.60   (feet)  ADJUSTED  
 JD0662  ___________________________________________________________________
 JD0662  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0662  DYNAMIC HT  -         267.920 (meters)     879.00  (feet)  COMP
 JD0662  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 JD0662
 JD0662  VERT ORDER  -  FIRST     CLASS II
 JD0662
 JD0662.The horizontal coordinates were scaled from a topographic map and have
 JD0662.an estimated accuracy of +/- 6 seconds.
 JD0662
 JD0662.The orthometric height was determined by differential leveling
 JD0662.and adjusted by the National Geodetic Survey in June 1991..
 JD0662
 JD0662.The geoid height was determined by GEOID03.
 JD0662
 JD0662.The dynamic height is computed by dividing the NAVD 88
 JD0662.geopotential number by the normal gravity value computed on the
 JD0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0662.degrees latitude (g = 980.6199 gals.).
 JD0662
 JD0662.The modeled gravity was interpolated from observed gravity values.
 JD0662
 JD0662;                    North         East    Units  Estimated Accuracy
 JD0662;SPC MO C     -   318,290.      439,980.      MT  (+/- 180 meters Scaled)
 JD0662
 JD0662                          SUPERSEDED SURVEY CONTROL
 JD0662
 JD0662  NGVD 29 (??/??/92)  268.00   (m)          879.3    (f) COMPUTED    1 2
 JD0662
 JD0662.Superseded values are not recommended for survey control.
 JD0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0662.See file dsdata.txt to determine how the superseded data were derived.
 JD0662
 JD0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC834834(NAD 83)
 JD0662_MARKER: DD = SURVEY DISK
 JD0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0662_STAMPING: 1542 RESET 1964
 JD0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0662+STABILITY: SURFACE MOTION
 JD0662
 JD0662  HISTORY     - Date     Condition        Report By
 JD0662  HISTORY     - 1964     MONUMENTED       MOHC
 JD0662
 JD0662                          STATION DESCRIPTION
 JD0662
 JD0662'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1964
 JD0662'2.5 MI E FROM SEDALIA.
 JD0662'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0662'THE STATION AT SEDALIA, THENCE 0.2 MILES SOUTH ALONG A GRAVEL
 JD0662'ROAD, IN A SCHOOLYARD AT THE INTERSECTION OF U.S. HIGHWAY 50,
 JD0662'95 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 84 FEET SOUTH
 JD0662'OF AND ABOUT LEVEL WITH THE HIGHWAY, 13 FEET WEST OF THE NORTHWEST
 JD0662'CORNER OF THE SCHOOL BUILDING, AND SET IN THE TOP OF A CONCRETE
 JD0662'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1047 ***********************************************************************
 JD1047  DESIGNATION -  1548
 JD1047  PID         -  JD1047
 JD1047  STATE/COUNTY-  MO/PETTIS
 JD1047  USGS QUAD   -  BAHNER (1972)
 JD1047
 JD1047                         *CURRENT SURVEY CONTROL
 JD1047  ___________________________________________________________________
 JD1047* NAD 83(1986)-  38 37 21.     (N)    093 10 50.     (W)     SCALED    
 JD1047* NAVD 88     -       270.579  (meters)     887.72   (feet)  ADJUSTED  
 JD1047  ___________________________________________________________________
 JD1047  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1047  DYNAMIC HT  -         270.391 (meters)     887.11  (feet)  COMP
 JD1047  MODELED GRAV-     979,926.3   (mgal)                       NAVD 88
 JD1047
 JD1047  VERT ORDER  -  SECOND    CLASS 0
 JD1047
 JD1047.The horizontal coordinates were scaled from a topographic map and have
 JD1047.an estimated accuracy of +/- 6 seconds.
 JD1047
 JD1047.The orthometric height was determined by differential leveling
 JD1047.and adjusted by the National Geodetic Survey in June 1991..
 JD1047
 JD1047.The geoid height was determined by GEOID03.
 JD1047
 JD1047.The dynamic height is computed by dividing the NAVD 88
 JD1047.geopotential number by the normal gravity value computed on the
 JD1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1047.degrees latitude (g = 980.6199 gals.).
 JD1047
 JD1047.The modeled gravity was interpolated from observed gravity values.
 JD1047
 JD1047;                    North         East    Units  Estimated Accuracy
 JD1047;SPC MO C     -   309,750.      440,740.      MT  (+/- 180 meters Scaled)
 JD1047
 JD1047                          SUPERSEDED SURVEY CONTROL
 JD1047
 JD1047  NGVD 29 (??/??/92)  270.474  (m)          887.38   (f) ADJ UNCH    2 0
 JD1047
 JD1047.Superseded values are not recommended for survey control.
 JD1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1047.See file dsdata.txt to determine how the superseded data were derived.
 JD1047
 JD1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC842749(NAD 83)
 JD1047_MARKER: DD = SURVEY DISK
 JD1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1047_STAMPING: CWA 1548 1934
 JD1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1047+STABILITY: SURFACE MOTION
 JD1047
 JD1047  HISTORY     - Date     Condition        Report By
 JD1047  HISTORY     - 1934     MONUMENTED       MOGS
 JD1047  HISTORY     - 1963     GOOD             NGS
 JD1047
 JD1047                          STATION DESCRIPTION
 JD1047
 JD1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1047'6.1 MI NW FROM SPRING FORK.
 JD1047'ABOUT 1.1 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD1047'SPRING FORK CREEK AT SPRING FORK, THENCE 1.0 MILE NORTH ALONG
 JD1047'COUNTY ROAD U, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD,
 JD1047'THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.3 MILES
 JD1047'EAST ALONG A GRAVELED ROAD, THENCE 1.6 MILES NORTH ALONG
 JD1047'A GRAVELED ROAD, IN SECTION 36, T 45 N, R 21 W, 17 FEET NORTH
 JD1047'OF THE CENTER LINE OF THE ROAD, 17 FEET WEST OF THE CENTER LINE
 JD1047'OF THE NORTH-SOUTH ROAD, 25 FEET EAST OF A TELEPHONE POLE, 1 FOOT
 JD1047'SOUTH OF A FENCE, 1.2 FETE EAST OF A METAL WITNESS POST,
 JD1047'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD1047'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1926 ***********************************************************************
 JD1926  DESIGNATION -  1555
 JD1926  PID         -  JD1926
 JD1926  STATE/COUNTY-  MO/HENRY
 JD1926  USGS QUAD   -  WINDSOR (1981)
 JD1926
 JD1926                         *CURRENT SURVEY CONTROL
 JD1926  ___________________________________________________________________
 JD1926* NAD 83(1986)-  38 31 58.     (N)    093 31 15.     (W)     SCALED    
 JD1926* NAVD 88     -       278.427  (meters)     913.47   (feet)  ADJUSTED  
 JD1926  ___________________________________________________________________
 JD1926  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD1926  DYNAMIC HT  -         278.230 (meters)     912.83  (feet)  COMP
 JD1926  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 JD1926
 JD1926  VERT ORDER  -  SECOND    CLASS 0
 JD1926
 JD1926.The horizontal coordinates were scaled from a topographic map and have
 JD1926.an estimated accuracy of +/- 6 seconds.
 JD1926
 JD1926.The orthometric height was determined by differential leveling
 JD1926.and adjusted by the National Geodetic Survey in June 1991..
 JD1926
 JD1926.The geoid height was determined by GEOID03.
 JD1926
 JD1926.The dynamic height is computed by dividing the NAVD 88
 JD1926.geopotential number by the normal gravity value computed on the
 JD1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1926.degrees latitude (g = 980.6199 gals.).
 JD1926
 JD1926.The modeled gravity was interpolated from observed gravity values.
 JD1926
 JD1926;                    North         East    Units  Estimated Accuracy
 JD1926;SPC MO W     -   263,040.      935,370.      MT  (+/- 180 meters Scaled)
 JD1926
 JD1926                          SUPERSEDED SURVEY CONTROL
 JD1926
 JD1926  NGVD 29 (??/??/92)  278.313  (m)          913.10   (f) ADJ UNCH    2 0
 JD1926
 JD1926.Superseded values are not recommended for survey control.
 JD1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1926.See file dsdata.txt to determine how the superseded data were derived.
 JD1926
 JD1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC546650(NAD 83)
 JD1926_MARKER: DD = SURVEY DISK
 JD1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1926_STAMPING: TT 1555 CWA 1934
 JD1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1926+STABILITY: SURFACE MOTION
 JD1926
 JD1926  HISTORY     - Date     Condition        Report By
 JD1926  HISTORY     - 1934     MONUMENTED       MOGS
 JD1926  HISTORY     - 1963     GOOD             NGS
 JD1926
 JD1926                          STATION DESCRIPTION
 JD1926
 JD1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1926'AT WINDSOR.
 JD1926'ABOUT 0.3 MILE SOUTHEAST ALONG FLORENCE STREET FROM THE
 JD1926'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT WINDSOR, 47 FEET
 JD1926'EAST OF THE CENTER OF THE INTERSECTION OF FLORENCE STREET
 JD1926'AND MAIN STREET, 25 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 JD1926'FLORENCE STREET, 39 FEET SOUTHEAST OF THE CENTER LINE OF MAIN
 JD1926'STREET, 64 FEET WEST OF THE WEST CORNER OF A BRICK HOUSE, 4.4
 JD1926'FEET NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, ABOUT
 JD1926'4 INCHES BELOW THE LEVEL OF THE SIDEWALK, AND SET IN THE
 JD1926'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1923 ***********************************************************************
 JD1923  DESIGNATION -  1557
 JD1923  PID         -  JD1923
 JD1923  STATE/COUNTY-  MO/PETTIS
 JD1923  USGS QUAD   -  WINDSOR (1981)
 JD1923
 JD1923                         *CURRENT SURVEY CONTROL
 JD1923  ___________________________________________________________________
 JD1923* NAD 83(1986)-  38 33 19.     (N)    093 30 24.     (W)     SCALED    
 JD1923* NAVD 88     -       280.610  (meters)     920.63   (feet)  ADJUSTED  
 JD1923  ___________________________________________________________________
 JD1923  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD1923  DYNAMIC HT  -         280.413 (meters)     919.99  (feet)  COMP
 JD1923  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 JD1923
 JD1923  VERT ORDER  -  SECOND    CLASS 0
 JD1923
 JD1923.The horizontal coordinates were scaled from a topographic map and have
 JD1923.an estimated accuracy of +/- 6 seconds.
 JD1923
 JD1923.The orthometric height was determined by differential leveling
 JD1923.and adjusted by the National Geodetic Survey in June 1991..
 JD1923
 JD1923.The geoid height was determined by GEOID03.
 JD1923
 JD1923.The dynamic height is computed by dividing the NAVD 88
 JD1923.geopotential number by the normal gravity value computed on the
 JD1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1923.degrees latitude (g = 980.6199 gals.).
 JD1923
 JD1923.The modeled gravity was interpolated from observed gravity values.
 JD1923
 JD1923;                    North         East    Units  Estimated Accuracy
 JD1923;SPC MO C     -   302,550.      412,260.      MT  (+/- 180 meters Scaled)
 JD1923
 JD1923                          SUPERSEDED SURVEY CONTROL
 JD1923
 JD1923  NGVD 29 (??/??/92)  280.497  (m)          920.26   (f) ADJ UNCH    2 0
 JD1923
 JD1923.Superseded values are not recommended for survey control.
 JD1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1923.See file dsdata.txt to determine how the superseded data were derived.
 JD1923
 JD1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC558675(NAD 83)
 JD1923_MARKER: DD = SURVEY DISK
 JD1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1923_STAMPING: 1557 CWA 1934 920
 JD1923_MARK LOGO: CGS+SS
 JD1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1923+STABILITY: SURFACE MOTION
 JD1923
 JD1923  HISTORY     - Date     Condition        Report By
 JD1923  HISTORY     - 1934     MONUMENTED       MOGS
 JD1923  HISTORY     - 1962     GOOD             NGS
 JD1923
 JD1923                          STATION DESCRIPTION
 JD1923
 JD1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1923'1.7 MI NE FROM WINDSOR.
 JD1923'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1923'RAILROAD FROM THE STATION AT WINDSOR, IN SECTION 31, T 44 N,
 JD1923'R 23 W, 0.4 MILES NORTHEAST OF HENERY-PETTIS COUNTY LINE,
 JD1923'50 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD CROSSING,
 JD1923'5 POLES SOUTHWEST OF MILE POST 246, 40 FEET SOUTH OF THE
 JD1923'CENTER LINE OF A DIRT ROAD, 43 FEET EAST-SOUTHEAST OF THE
 JD1923'EAST-SOUTHEAST RAIL, 3 FEET NORTHWEST OF A FENCE, 1.0 FEET
 JD1923'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND
 JD1923'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0856 ***********************************************************************
 JD0856  DESIGNATION -  1558
 JD0856  PID         -  JD0856
 JD0856  STATE/COUNTY-  MO/PETTIS
 JD0856  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD0856
 JD0856                         *CURRENT SURVEY CONTROL
 JD0856  ___________________________________________________________________
 JD0856* NAD 83(1986)-  38 34 11.     (N)    093 29 31.     (W)     SCALED    
 JD0856* NAVD 88     -       285.346  (meters)     936.17   (feet)  ADJUSTED  
 JD0856  ___________________________________________________________________
 JD0856  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0856  DYNAMIC HT  -         285.145 (meters)     935.51  (feet)  COMP
 JD0856  MODELED GRAV-     979,918.6   (mgal)                       NAVD 88
 JD0856
 JD0856  VERT ORDER  -  SECOND    CLASS 0
 JD0856
 JD0856.The horizontal coordinates were scaled from a topographic map and have
 JD0856.an estimated accuracy of +/- 6 seconds.
 JD0856
 JD0856.The orthometric height was determined by differential leveling
 JD0856.and adjusted by the National Geodetic Survey in June 1991..
 JD0856
 JD0856.The geoid height was determined by GEOID03.
 JD0856
 JD0856.The dynamic height is computed by dividing the NAVD 88
 JD0856.geopotential number by the normal gravity value computed on the
 JD0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0856.degrees latitude (g = 980.6199 gals.).
 JD0856
 JD0856.The modeled gravity was interpolated from observed gravity values.
 JD0856
 JD0856;                    North         East    Units  Estimated Accuracy
 JD0856;SPC MO C     -   304,140.      413,560.      MT  (+/- 180 meters Scaled)
 JD0856
 JD0856                          SUPERSEDED SURVEY CONTROL
 JD0856
 JD0856  NGVD 29 (??/??/92)  285.23   (m)          935.8    (f) COMPUTED    2 0
 JD0856
 JD0856.Superseded values are not recommended for survey control.
 JD0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0856.See file dsdata.txt to determine how the superseded data were derived.
 JD0856
 JD0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC571691(NAD 83)
 JD0856_MARKER: DD = SURVEY DISK
 JD0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0856_STAMPING: TT 1558 CWA 1934
 JD0856_MARK LOGO: CGS+SS
 JD0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0856+STABILITY: SURFACE MOTION
 JD0856
 JD0856  HISTORY     - Date     Condition        Report By
 JD0856  HISTORY     - 1934     MONUMENTED       MOGS
 JD0856  HISTORY     - 1938     GOOD             USGS
 JD0856  HISTORY     - 1962     MARK NOT FOUND   NGS
 JD0856
 JD0856                          STATION DESCRIPTION
 JD0856
 JD0856'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JD0856'5.5 MI SW FROM GREEN RIDGE.
 JD0856'5.5 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 JD0856'FROM GREEN RIDGE, AT MILEAGE 244.94, AT A ROAD CROSSING, 50
 JD0856'FEET EAST OF THE CENTERLINE OF THE TRACK, AND 27 FEET SOUTHWEST
 JD0856'OF THE CENTERLINE OF THE ROAD.  A STATE SURVEY STANDARD DISK,
 JD0856'STAMPED TT 1558 CWA 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JD0856
 JD0856                          STATION RECOVERY (1962)
 JD0856
 JD0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0326 ***********************************************************************
 HD0326  DESIGNATION -  1558.7
 HD0326  PID         -  HD0326
 HD0326  STATE/COUNTY-  MO/WRIGHT
 HD0326  USGS QUAD   -  HARTVILLE (1956)
 HD0326
 HD0326                         *CURRENT SURVEY CONTROL
 HD0326  ___________________________________________________________________
 HD0326* NAD 83(1986)-  37 19 34.     (N)    092 33 45.     (W)     SCALED    
 HD0326* NAVD 88     -       475.268  (meters)    1559.28   (feet)  ADJUSTED  
 HD0326  ___________________________________________________________________
 HD0326  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HD0326  DYNAMIC HT  -         474.890 (meters)    1558.03  (feet)  COMP
 HD0326  MODELED GRAV-     979,820.2   (mgal)                       NAVD 88
 HD0326
 HD0326  VERT ORDER  -  SECOND    CLASS 0
 HD0326
 HD0326.The horizontal coordinates were scaled from a topographic map and have
 HD0326.an estimated accuracy of +/- 6 seconds.
 HD0326
 HD0326.The orthometric height was determined by differential leveling
 HD0326.and adjusted by the National Geodetic Survey in June 1991..
 HD0326
 HD0326.The geoid height was determined by GEOID03.
 HD0326
 HD0326.The dynamic height is computed by dividing the NAVD 88
 HD0326.geopotential number by the normal gravity value computed on the
 HD0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0326.degrees latitude (g = 980.6199 gals.).
 HD0326
 HD0326.The modeled gravity was interpolated from observed gravity values.
 HD0326
 HD0326;                    North         East    Units  Estimated Accuracy
 HD0326;SPC MO C     -   165,640.      494,460.      MT  (+/- 180 meters Scaled)
 HD0326
 HD0326                          SUPERSEDED SURVEY CONTROL
 HD0326
 HD0326  NGVD 29 (??/??/92)  475.134  (m)         1558.84   (f) ADJ UNCH    2 0
 HD0326
 HD0326.Superseded values are not recommended for survey control.
 HD0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0326.See file dsdata.txt to determine how the superseded data were derived.
 HD0326
 HD0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB387311(NAD 83)
 HD0326_MARKER: N = NAIL
 HD0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0326_SP_SET: OAK TREE ROOT
 HD0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0326
 HD0326  HISTORY     - Date     Condition        Report By
 HD0326  HISTORY     - UNK      MONUMENTED       USGS
 HD0326  HISTORY     - 1934     GOOD             NGS
 HD0326  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0326  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0326
 HD0326                          STATION DESCRIPTION
 HD0326
 HD0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0326'7.6 MI NW FROM HARTVILLE.
 HD0326'7.6 MILES NORTHWEST ALONG STATE HIGHWAY 5 FROM HARTVILLE, WRIGHT
 HD0326'COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST, IN LINE WITH THE
 HD0326'ROAD, 30 FEET EAST OF THE HIGHWAY, AND IN THE ROOT OF A 20-INCH
 HD0326'OAK TREE.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 HD0326'WASHER.
 HD0326
 HD0326                          STATION RECOVERY (1977)
 HD0326
 HD0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0326'MARK NOT FOUND.
 HD0326
 HD0326                          STATION RECOVERY (1977)
 HD0326
 HD0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0606 ***********************************************************************
 HD0606  DESIGNATION -  157 CWA
 HD0606  PID         -  HD0606
 HD0606  STATE/COUNTY-  MO/POLK
 HD0606  USGS QUAD   -  CLIQUOT (1981)
 HD0606
 HD0606                         *CURRENT SURVEY CONTROL
 HD0606  ___________________________________________________________________
 HD0606* NAD 83(1986)-  37 44 27.     (N)    093 24 25.     (W)     SCALED    
 HD0606* NAVD 88     -       279.396  (meters)     916.65   (feet)  ADJUSTED  
 HD0606  ___________________________________________________________________
 HD0606  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HD0606  DYNAMIC HT  -         279.185 (meters)     915.96  (feet)  COMP
 HD0606  MODELED GRAV-     979,870.7   (mgal)                       NAVD 88
 HD0606
 HD0606  VERT ORDER  -  SECOND    CLASS 0
 HD0606
 HD0606.The horizontal coordinates were scaled from a topographic map and have
 HD0606.an estimated accuracy of +/- 6 seconds.
 HD0606
 HD0606.The orthometric height was determined by differential leveling
 HD0606.and adjusted by the National Geodetic Survey in June 1991..
 HD0606
 HD0606.The geoid height was determined by GEOID03.
 HD0606
 HD0606.The dynamic height is computed by dividing the NAVD 88
 HD0606.geopotential number by the normal gravity value computed on the
 HD0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0606.degrees latitude (g = 980.6199 gals.).
 HD0606
 HD0606.The modeled gravity was interpolated from observed gravity values.
 HD0606
 HD0606;                    North         East    Units  Estimated Accuracy
 HD0606;SPC MO C     -   212,060.      420,070.      MT  (+/- 180 meters Scaled)
 HD0606
 HD0606                          SUPERSEDED SURVEY CONTROL
 HD0606
 HD0606  NGVD 29 (??/??/92)  279.284  (m)          916.28   (f) ADJ UNCH    2 0
 HD0606
 HD0606.Superseded values are not recommended for survey control.
 HD0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0606.See file dsdata.txt to determine how the superseded data were derived.
 HD0606
 HD0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB641771(NAD 83)
 HD0606_MARKER: DD = SURVEY DISK
 HD0606_SETTING: 0 = UNSPECIFIED SETTING
 HD0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0606
 HD0606  HISTORY     - Date     Condition        Report By
 HD0606  HISTORY     - UNK      MONUMENTED       USGS
 HD0606  HISTORY     - 1945     GOOD             NGS
 HD0606
 HD0606                          STATION DESCRIPTION
 HD0606
 HD0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HD0606'12.5 MI N FROM BOLIVAR.
 HD0606'0.7 MILES EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK
 HD0606'COUNTY, ALONG STATE HIGHWAY NO. 64, THENCE 7.7 MILES NORTH
 HD0606'ALONG COUNTY HIGHWAY D, 4.1 MILES NORTHWEST ALONG THE HURON-RONDO
 HD0606'ROAD TO SITE OF MARK, 138 FEET SOUTHEAST OF THE INTERSECTION OF
 HD0606'THE HURON-RONDO ROAD AND A GRAVELED T-ROAD LEADING SOUTH, 27 FEET
 HD0606'EAST OF THE NORTH AND SOUTH FENCE LINE, 30 FEET EAST OF THE CENTER
 HD0606'OF THE ROAD, 144 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HD0606'FARM HOUSE OWNED BY MR. C.M. WHEELER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0601 ***********************************************************************
 HD0601  DESIGNATION -  158 CWA
 HD0601  PID         -  HD0601
 HD0601  STATE/COUNTY-  MO/POLK
 HD0601  USGS QUAD   -  ELKTON (1991)
 HD0601
 HD0601                         *CURRENT SURVEY CONTROL
 HD0601  ___________________________________________________________________
 HD0601* NAD 83(1986)-  37 46 00.     (N)    093 27 03.     (W)     SCALED    
 HD0601* NAVD 88     -       326.722  (meters)    1071.92   (feet)  ADJUSTED  
 HD0601  ___________________________________________________________________
 HD0601  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HD0601  DYNAMIC HT  -         326.474 (meters)    1071.11  (feet)  COMP
 HD0601  MODELED GRAV-     979,861.7   (mgal)                       NAVD 88
 HD0601
 HD0601  VERT ORDER  -  SECOND    CLASS 0
 HD0601
 HD0601.The horizontal coordinates were scaled from a topographic map and have
 HD0601.an estimated accuracy of +/- 6 seconds.
 HD0601
 HD0601.The orthometric height was determined by differential leveling
 HD0601.and adjusted by the National Geodetic Survey in June 1991..
 HD0601
 HD0601.The geoid height was determined by GEOID03.
 HD0601
 HD0601.The dynamic height is computed by dividing the NAVD 88
 HD0601.geopotential number by the normal gravity value computed on the
 HD0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0601.degrees latitude (g = 980.6199 gals.).
 HD0601
 HD0601.The modeled gravity was interpolated from observed gravity values.
 HD0601
 HD0601;                    North         East    Units  Estimated Accuracy
 HD0601;SPC MO C     -   214,960.      416,230.      MT  (+/- 180 meters Scaled)
 HD0601
 HD0601                          SUPERSEDED SURVEY CONTROL
 HD0601
 HD0601  NGVD 29 (??/??/92)  326.608  (m)         1071.55   (f) ADJ UNCH    2 0
 HD0601
 HD0601.Superseded values are not recommended for survey control.
 HD0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0601.See file dsdata.txt to determine how the superseded data were derived.
 HD0601
 HD0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB602800(NAD 83)
 HD0601_MARKER: DD = SURVEY DISK
 HD0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0601_STAMPING: 158 CWA 134
 HD0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0601+STABILITY: SURFACE MOTION
 HD0601
 HD0601  HISTORY     - Date     Condition        Report By
 HD0601  HISTORY     - UNK      MONUMENTED       USGS
 HD0601  HISTORY     - 1945     GOOD             NGS
 HD0601
 HD0601                          STATION DESCRIPTION
 HD0601
 HD0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HD0601'AT RONDO.
 HD0601'AT RONDO, POLK COUNTY, AT THE INTERSECTION OF STATE HIGHWAY NO.
 HD0601'83 AND AN EAST AND WEST GRAVELED ROAD, 0.1 MILE WEST OF THE RONDO
 HD0601'MISSION CHAPEL, 40.0 FEET EAST AND 3.0 FEET HIGHER THAN THE
 HD0601'CENTERLINE OF THE HIGHWAY, 98.4 FEET SOUTHWEST OF THE SOUTHWEST
 HD0601'CORNER OF A HOUSE, 47.5 FEET NORTH OF THE CENTERLINE OF THE EAST
 HD0601'AND WEST ROAD, 28.4 FEET NORTH OF A 14-INCH COTTONWOOD TREE.  A
 HD0601'U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED 158 CWA 134 AND SET
 HD0601'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0175 ***********************************************************************
 KD0175  DESIGNATION -  158=47/2 BOLT
 KD0175  PID         -  KD0175
 KD0175  STATE/COUNTY-  MO/SALINE
 KD0175  USGS QUAD   -  GLASGOW (1971)
 KD0175
 KD0175                         *CURRENT SURVEY CONTROL
 KD0175  ___________________________________________________________________
 KD0175* NAD 83(1986)-  39 12 58.     (N)    092 51 58.     (W)     SCALED    
 KD0175* NAVD 88     -       188.334  (meters)     617.89   (feet)  ADJUSTED  
 KD0175  ___________________________________________________________________
 KD0175  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0175  DYNAMIC HT  -         188.220 (meters)     617.52  (feet)  COMP
 KD0175  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 KD0175
 KD0175  VERT ORDER  -  FIRST     CLASS II
 KD0175
 KD0175.The horizontal coordinates were scaled from a topographic map and have
 KD0175.an estimated accuracy of +/- 6 seconds.
 KD0175
 KD0175.The orthometric height was determined by differential leveling
 KD0175.and adjusted by the National Geodetic Survey in June 1991..
 KD0175
 KD0175.The geoid height was determined by GEOID03.
 KD0175
 KD0175.The dynamic height is computed by dividing the NAVD 88
 KD0175.geopotential number by the normal gravity value computed on the
 KD0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0175.degrees latitude (g = 980.6199 gals.).
 KD0175
 KD0175.The modeled gravity was interpolated from observed gravity values.
 KD0175
 KD0175;                    North         East    Units  Estimated Accuracy
 KD0175;SPC MO C     -   375,490.      468,380.      MT  (+/- 180 meters Scaled)
 KD0175
 KD0175                          SUPERSEDED SURVEY CONTROL
 KD0175
 KD0175  NGVD 29 (??/??/92)  188.308  (m)          617.81   (f) ADJ UNCH    1 2
 KD0175
 KD0175.Superseded values are not recommended for survey control.
 KD0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0175.See file dsdata.txt to determine how the superseded data were derived.
 KD0175
 KD0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD115407(NAD 83)
 KD0175_MARKER: B = BOLT
 KD0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0175_SP_SET: STONE
 KD0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0175+STABILITY: SURFACE MOTION
 KD0175
 KD0175  HISTORY     - Date     Condition        Report By
 KD0175  HISTORY     - UNK      MONUMENTED       MORC
 KD0175  HISTORY     - 1948     GOOD             NGS
 KD0175  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0175
 KD0175                          STATION DESCRIPTION
 KD0175
 KD0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0175'1.6 MI W FROM GLASGOW.
 KD0175'1.4 MILES WEST ALONG STATE HIGHWAY 240 FROM THE EAST END OF THE
 KD0175'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT GLASGOW, THENCE 0.2
 KD0175'MILE EAST ALONG A DIRT ROAD, (THIS DIRT ROAD LEADS EAST FROM THE
 KD0175'SECOND CURVE IN THE HIGHWAY WEST OF THE WEST END OF THE RIVER
 KD0175'BRIDGE), ABOUT 800.0 FEET SOUTH OF STATE HIGHWAY 240, 99.0 FEET
 KD0175'SOUTHEAST OF A 10-INCH PECAN TREE, 99.0 FEET SOUTHWEST OF A
 KD0175'10-INCH PECAN TREE, 96.0 FEET NORTHWEST OF A 30-INCH OAK TREE,
 KD0175'35.0 FEET SOUTH OF A FENCE LINE, 23.0 FEET SOUTH OF THE CENTER
 KD0175'LINE OF THE DIRT ROAD, 2.3 FEET NORTH OF A 4X4 REFERENCE POST, A
 KD0175'COPPER BOLT LEADED IN STONE SET UNDERGROUND ABOUT 4 FEET ACCESS
 KD0175'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 KD0175'COMMISSION CAP WHICH PROJECTS 1.4 FEET ABOVE THE GROUND.
 KD0175
 KD0175                          STATION RECOVERY (1986)
 KD0175
 KD0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0174 ***********************************************************************
 KD0174  DESIGNATION -  158=47/2 CAP
 KD0174  PID         -  KD0174
 KD0174  STATE/COUNTY-  MO/SALINE
 KD0174  USGS QUAD   -  GLASGOW (1971)
 KD0174
 KD0174                         *CURRENT SURVEY CONTROL
 KD0174  ___________________________________________________________________
 KD0174* NAD 83(1986)-  39 12 58.     (N)    092 51 58.     (W)     SCALED    
 KD0174* NAVD 88     -       189.572  (meters)     621.95   (feet)  ADJUSTED  
 KD0174  ___________________________________________________________________
 KD0174  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0174  DYNAMIC HT  -         189.457 (meters)     621.58  (feet)  COMP
 KD0174  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 KD0174
 KD0174  VERT ORDER  -  FIRST     CLASS II
 KD0174
 KD0174.The horizontal coordinates were scaled from a topographic map and have
 KD0174.an estimated accuracy of +/- 6 seconds.
 KD0174
 KD0174.The orthometric height was determined by differential leveling
 KD0174.and adjusted by the National Geodetic Survey in June 1991..
 KD0174
 KD0174.The geoid height was determined by GEOID03.
 KD0174
 KD0174.The dynamic height is computed by dividing the NAVD 88
 KD0174.geopotential number by the normal gravity value computed on the
 KD0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0174.degrees latitude (g = 980.6199 gals.).
 KD0174
 KD0174.The modeled gravity was interpolated from observed gravity values.
 KD0174
 KD0174;                    North         East    Units  Estimated Accuracy
 KD0174;SPC MO C     -   375,490.      468,380.      MT  (+/- 180 meters Scaled)
 KD0174
 KD0174                          SUPERSEDED SURVEY CONTROL
 KD0174
 KD0174  NGVD 29 (??/??/92)  189.546  (m)          621.87   (f) ADJ UNCH    1 2
 KD0174
 KD0174.Superseded values are not recommended for survey control.
 KD0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0174.See file dsdata.txt to determine how the superseded data were derived.
 KD0174
 KD0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD115407(NAD 83)
 KD0174_MARKER: P = PIPE CAP
 KD0174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0174_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0174
 KD0174  HISTORY     - Date     Condition        Report By
 KD0174  HISTORY     - UNK      MONUMENTED       MORC
 KD0174  HISTORY     - 1948     GOOD             NGS
 KD0174  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0174
 KD0174                          STATION DESCRIPTION
 KD0174
 KD0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0174'1.6 MI W FROM GLASGOW.
 KD0174'1.4 MILES WEST ALONG STATE HIGHWAY 240 FROM THE EAST END OF THE
 KD0174'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT GLASGOW, THENCE 0.2
 KD0174'MILE EAST ALONG A DIRT ROAD, (THIS DIRT ROAD LEADS EAST FROM THE
 KD0174'SECOND CURVE IN THE HIGHWAY WEST OF THE WEST END OF THE RIVER
 KD0174'BRIDGE), ABOUT 800.0 FEET SOUTH OF STATE HIGHWAY 240, 99.0 FEET
 KD0174'SOUTHEAST OF A 10-INCH PECAN TREE, 99.0 FEET SOUTHWEST OF A
 KD0174'10-INCH PECAN TREE, 96.0 FEET NORTHWEST OF A 30-INCH OAK TREE,
 KD0174'35.0 FEET SOUTH OF A FENCE LINE, 23.0 FEET SOUTH OF THE CENTER
 KD0174'LINE OF THE DIRT ROAD, 2.3 FEET NORTH OF A 4X4 REFERENCE POST,
 KD0174'A MISSOURI RIVER COMMISSION IRON CAP BOLTED ON TOP OF A 4-INCH
 KD0174'IRON PIPE WHICH PROJECTS 1.4 FEET ABOVE THE GROUND.
 KD0174
 KD0174                          STATION RECOVERY (1986)
 KD0174
 KD0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0172 ***********************************************************************
 KD0172  DESIGNATION -  159=47/3 BOLT
 KD0172  PID         -  KD0172
 KD0172  STATE/COUNTY-  MO/HOWARD
 KD0172  USGS QUAD   -  GLASGOW (1971)
 KD0172
 KD0172                         *CURRENT SURVEY CONTROL
 KD0172  ___________________________________________________________________
 KD0172* NAD 83(1986)-  39 13 20.     (N)    092 50 54.     (W)     SCALED    
 KD0172* NAVD 88     -       187.987  (meters)     616.75   (feet)  ADJUSTED  
 KD0172  ___________________________________________________________________
 KD0172  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD0172  DYNAMIC HT  -         187.872 (meters)     616.38  (feet)  COMP
 KD0172  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 KD0172
 KD0172  VERT ORDER  -  FIRST     CLASS II
 KD0172
 KD0172.The horizontal coordinates were scaled from a topographic map and have
 KD0172.an estimated accuracy of +/- 6 seconds.
 KD0172
 KD0172.The orthometric height was determined by differential leveling
 KD0172.and adjusted by the National Geodetic Survey in June 1991..
 KD0172.WARNING-Repeat measurements at this control monument indicate possible
 KD0172.vertical movement.
 KD0172
 KD0172.The geoid height was determined by GEOID03.
 KD0172
 KD0172.The dynamic height is computed by dividing the NAVD 88
 KD0172.geopotential number by the normal gravity value computed on the
 KD0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0172.degrees latitude (g = 980.6199 gals.).
 KD0172
 KD0172.The modeled gravity was interpolated from observed gravity values.
 KD0172
 KD0172;                    North         East    Units  Estimated Accuracy
 KD0172;SPC MO C     -   376,160.      469,920.      MT  (+/- 180 meters Scaled)
 KD0172
 KD0172                          SUPERSEDED SURVEY CONTROL
 KD0172
 KD0172  NGVD 29 (??/??/92)  187.960  (m)          616.67   (f) ADJ UNCH    1 2
 KD0172
 KD0172.Superseded values are not recommended for survey control.
 KD0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0172.See file dsdata.txt to determine how the superseded data were derived.
 KD0172
 KD0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD130414(NAD 83)
 KD0172_MARKER: B = BOLT
 KD0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0172_SP_SET: STONE
 KD0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0172+STABILITY: SURFACE MOTION
 KD0172
 KD0172  HISTORY     - Date     Condition        Report By
 KD0172  HISTORY     - UNK      MONUMENTED       MORC
 KD0172  HISTORY     - 1948     GOOD             NGS
 KD0172  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0172
 KD0172                          STATION DESCRIPTION
 KD0172
 KD0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0172'AT GLASGOW.
 KD0172'AT GLASGOW, AT THE EAST END OF THE ALTON RAILROAD BRIDGE OVER THE
 KD0172'MISSOURI RIVER, AT THE FIRST PIER WEST OF THE HIGHWAY FILL UNDER
 KD0172'THE RAILROAD BRIDGE, 1.0 FOOT WEST OF THE CENTER OF THE WEST FACE
 KD0172'OF THE PIER, A COPPER BOLT LEADED IN STONE WHICH IS 7.0 FEET
 KD0172'BELOW THE SURFACE OF THE GROUND ACCESS TO WHICH IS HAD THROUGH
 KD0172'AN IRON PIPE WHICH PROJECTS 1.5 FEET ABOVE THE GROUND.
 KD0172
 KD0172                          STATION RECOVERY (1986)
 KD0172
 KD0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1778 ***********************************************************************
 JD1778  DESIGNATION -  1599
 JD1778  PID         -  JD1778
 JD1778  STATE/COUNTY-  MO/JOHNSON
 JD1778  USGS QUAD   -  KNOB NOSTER (1981)
 JD1778
 JD1778                         *CURRENT SURVEY CONTROL
 JD1778  ___________________________________________________________________
 JD1778* NAD 83(1986)-  38 46 21.     (N)    093 30 01.     (W)     SCALED    
 JD1778* NAVD 88     -       253.783  (meters)     832.62   (feet)  POSTED    
 JD1778  ___________________________________________________________________
 JD1778  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1778  DYNAMIC HT  -         253.610 (meters)     832.05  (feet)  COMP
 JD1778  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 JD1778
 JD1778  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JD1778
 JD1778.The horizontal coordinates were scaled from a topographic map and have
 JD1778.an estimated accuracy of +/- 6 seconds.
 JD1778
 JD1778.The orthometric height was determined by differential leveling
 JD1778.and adjusted by the National Geodetic Survey in 1992..
 JD1778.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JD1778.rate of 2.1 thru 3.0 mm/km.
 JD1778
 JD1778.The geoid height was determined by GEOID03.
 JD1778
 JD1778.The dynamic height is computed by dividing the NAVD 88
 JD1778.geopotential number by the normal gravity value computed on the
 JD1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1778.degrees latitude (g = 980.6199 gals.).
 JD1778
 JD1778.The modeled gravity was interpolated from observed gravity values.
 JD1778
 JD1778;                    North         East    Units  Estimated Accuracy
 JD1778;SPC MO W     -   289,670.      936,880.      MT  (+/- 180 meters Scaled)
 JD1778
 JD1778                          SUPERSEDED SURVEY CONTROL
 JD1778
 JD1778  NGVD 29 (??/??/92)  253.692  (m)          832.32   (f) ADJ UNCH    1 2
 JD1778
 JD1778.Superseded values are not recommended for survey control.
 JD1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1778.See file dsdata.txt to determine how the superseded data were derived.
 JD1778
 JD1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC565916(NAD 83)
 JD1778_MARKER: DB = BENCH MARK DISK
 JD1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1778_STAMPING: 1599 CWA 1934
 JD1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1778+STABILITY: SURFACE MOTION
 JD1778
 JD1778  HISTORY     - Date     Condition        Report By
 JD1778  HISTORY     - 1934     MONUMENTED       MOGS
 JD1778  HISTORY     - 1946     GOOD             NGS
 JD1778  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1778
 JD1778                          STATION DESCRIPTION
 JD1778
 JD1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1778'3.1 MI E FROM KNOBNOSTER.
 JD1778'ABOUT 3.1 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1778'STATION AT KNOBNOSTER, AND AT A GRAVEL ROAD CROSSING ON THE
 JD1778'JOHNSON-PETTIS COUNTY LINE, 27 FEET SOUTH OF AND ABOUT 1 FOOT
 JD1778'LOWER THAN THE CENTER LINE OF THE RAILROAD, 21 FEET WEST OF THE
 JD1778'CENTER LINE OF THE GRAVEL ROAD, 8 FEET NORTH OF THE RIGHT-OF-WAY
 JD1778'FENCE CORNER, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  ABOUT
 JD1778'FLUSH WITH THE GROUND.
 JD1778
 JD1778                          STATION RECOVERY (1963)
 JD1778
 JD1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1302 ***********************************************************************
 JD1302  DESIGNATION -  16 J
 JD1302  PID         -  JD1302
 JD1302  STATE/COUNTY-  MO/HICKORY
 JD1302  USGS QUAD   -  CROSS TIMBERS (1960)
 JD1302
 JD1302                         *CURRENT SURVEY CONTROL
 JD1302  ___________________________________________________________________
 JD1302* NAD 83(1986)-  38 00 06.     (N)    093 12 50.     (W)     SCALED    
 JD1302* NAVD 88     -       319.874  (meters)    1049.45   (feet)  ADJUSTED  
 JD1302  ___________________________________________________________________
 JD1302  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JD1302  DYNAMIC HT  -         319.640 (meters)    1048.69  (feet)  COMP
 JD1302  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 JD1302
 JD1302  VERT ORDER  -  SECOND    CLASS 0
 JD1302
 JD1302.The horizontal coordinates were scaled from a topographic map and have
 JD1302.an estimated accuracy of +/- 6 seconds.
 JD1302
 JD1302.The orthometric height was determined by differential leveling
 JD1302.and adjusted by the National Geodetic Survey in June 1991..
 JD1302
 JD1302.The geoid height was determined by GEOID03.
 JD1302
 JD1302.The dynamic height is computed by dividing the NAVD 88
 JD1302.geopotential number by the normal gravity value computed on the
 JD1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1302.degrees latitude (g = 980.6199 gals.).
 JD1302
 JD1302.The modeled gravity was interpolated from observed gravity values.
 JD1302
 JD1302;                    North         East    Units  Estimated Accuracy
 JD1302;SPC MO C     -   240,860.      437,300.      MT  (+/- 180 meters Scaled)
 JD1302
 JD1302                          SUPERSEDED SURVEY CONTROL
 JD1302
 JD1302  NGVD 29 (??/??/92)  319.762  (m)         1049.09   (f) ADJ UNCH    2 0
 JD1302
 JD1302.Superseded values are not recommended for survey control.
 JD1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1302.See file dsdata.txt to determine how the superseded data were derived.
 JD1302
 JD1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC812060(NAD 83)
 JD1302_MARKER: DB = BENCH MARK DISK
 JD1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1302_STAMPING: 16 J 1934
 JD1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1302+STABILITY: SURFACE MOTION
 JD1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD1302+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2004
 JD1302
 JD1302  HISTORY     - Date     Condition        Report By
 JD1302  HISTORY     - 1934     MONUMENTED       USGS
 JD1302  HISTORY     - 20040220 GOOD             INDIV
 JD1302
 JD1302                          STATION DESCRIPTION
 JD1302
 JD1302'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 JD1302'1.7 MI S FROM CROSS TIMBERS.
 JD1302'1.7 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM CROSS TIMBERS,
 JD1302'HICKORY COUNTY, 33 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 JD1302'SECTION-LINE ROAD, 40 FEET NORTHEAST OF THE CENTERLINE OF THE
 JD1302'HIGHWAY, AND 8 FEET SOUTH OF A POLE.  A U.S. GEOLOGICAL SURVEY
 JD1302'STANDARD DISK, STAMPED 16 J 1934 AND SET IN THE TOP OF A CONCRETE
 JD1302'POST.
 JD1302
 JD1302                          STATION RECOVERY (2004)
 JD1302
 JD1302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JAM)
 JD1302'1.8 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF STATE
 JD1302'ROUTE P IN CROSS TIMBERS, HICKORY COUNTY. AT THE SOUTHEAST CORNER OF
 JD1302'THE ITS INTERSECTION WITH COUNTY ROAD 381, 41 FEET NORTHEAST OF THE
 JD1302'CENTERLINE OF HIGHWAY 65 AND 8 FEET SOUTH OF A POWER POLE, PLACED IN A
 JD1302'NORTH AND SOUTH FENCE LINE. A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 JD1302'STAMPED BM 1050 I 6 JR 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0565 ***********************************************************************
 HD0565  DESIGNATION -  16 J
 HD0565  PID         -  HD0565
 HD0565  STATE/COUNTY-  MO/HICKORY
 HD0565  USGS QUAD   -  PRESTON (1972)
 HD0565
 HD0565                         *CURRENT SURVEY CONTROL
 HD0565  ___________________________________________________________________
 HD0565* NAD 83(1986)-  37 56 26.     (N)    093 09 08.     (W)     SCALED    
 HD0565* NAVD 88     -       338.854  (meters)    1111.72   (feet)  ADJUSTED  
 HD0565  ___________________________________________________________________
 HD0565  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HD0565  DYNAMIC HT  -         338.605 (meters)    1110.91  (feet)  COMP
 HD0565  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 HD0565
 HD0565  VERT ORDER  -  SECOND    CLASS 0
 HD0565
 HD0565.The horizontal coordinates were scaled from a topographic map and have
 HD0565.an estimated accuracy of +/- 6 seconds.
 HD0565
 HD0565.The orthometric height was determined by differential leveling
 HD0565.and adjusted by the National Geodetic Survey in June 1991..
 HD0565
 HD0565.The geoid height was determined by GEOID03.
 HD0565
 HD0565.The dynamic height is computed by dividing the NAVD 88
 HD0565.geopotential number by the normal gravity value computed on the
 HD0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0565.degrees latitude (g = 980.6199 gals.).
 HD0565
 HD0565.The modeled gravity was interpolated from observed gravity values.
 HD0565
 HD0565;                    North         East    Units  Estimated Accuracy
 HD0565;SPC MO C     -   234,040.      442,670.      MT  (+/- 180 meters Scaled)
 HD0565
 HD0565                          SUPERSEDED SURVEY CONTROL
 HD0565
 HD0565  NGVD 29 (??/??/92)  338.744  (m)         1111.36   (f) ADJ UNCH    2 0
 HD0565
 HD0565.Superseded values are not recommended for survey control.
 HD0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0565.See file dsdata.txt to determine how the superseded data were derived.
 HD0565
 HD0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB866992(NAD 83)
 HD0565_MARKER: DD = SURVEY DISK
 HD0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0565_STAMPING: 16 J 1934 1112
 HD0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0565+STABILITY: SURFACE MOTION
 HD0565
 HD0565  HISTORY     - Date     Condition        Report By
 HD0565  HISTORY     - 1934     MONUMENTED       USGS
 HD0565
 HD0565                          STATION DESCRIPTION
 HD0565
 HD0565'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HD0565'3 MI E FROM PRESTON.
 HD0565'3.0 MILES EAST ALONG U.S. HIGHWAY 54 FROM PRESTON HICKORY COUNTY,
 HD0565'121 FEET NORTH AND 25 FEET EAST OF THE NORTHEAST CORNER OF
 HD0565'MORGAN SCHOOL, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HD0565'9 FEET NORTHWEST OF AN 18-INCH OAK TREE.  A UNITED STATES
 HD0565'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 16 J 1934 1112 AND SET
 HD0565'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0182 ***********************************************************************
 KD0182  DESIGNATION -  162 BOLT
 KD0182  PID         -  KD0182
 KD0182  STATE/COUNTY-  MO/SALINE
 KD0182  USGS QUAD   -  SALINE CITY (1971)
 KD0182
 KD0182                         *CURRENT SURVEY CONTROL
 KD0182  ___________________________________________________________________
 KD0182* NAD 83(1986)-  39 13 49.     (N)    092 56 33.     (W)     SCALED    
 KD0182* NAVD 88     -       190.450  (meters)     624.83   (feet)  ADJUSTED  
 KD0182  ___________________________________________________________________
 KD0182  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0182  DYNAMIC HT  -         190.334 (meters)     624.45  (feet)  COMP
 KD0182  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 KD0182
 KD0182  VERT ORDER  -  FIRST     CLASS II
 KD0182
 KD0182.The horizontal coordinates were scaled from a topographic map and have
 KD0182.an estimated accuracy of +/- 6 seconds.
 KD0182
 KD0182.The orthometric height was determined by differential leveling
 KD0182.and adjusted by the National Geodetic Survey in June 1991..
 KD0182
 KD0182.The geoid height was determined by GEOID03.
 KD0182
 KD0182.The dynamic height is computed by dividing the NAVD 88
 KD0182.geopotential number by the normal gravity value computed on the
 KD0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0182.degrees latitude (g = 980.6199 gals.).
 KD0182
 KD0182.The modeled gravity was interpolated from observed gravity values.
 KD0182
 KD0182;                    North         East    Units  Estimated Accuracy
 KD0182;SPC MO C     -   377,090.      461,800.      MT  (+/- 180 meters Scaled)
 KD0182
 KD0182                          SUPERSEDED SURVEY CONTROL
 KD0182
 KD0182  NGVD 29 (??/??/92)  190.424  (m)          624.75   (f) ADJ UNCH    1 2
 KD0182
 KD0182.Superseded values are not recommended for survey control.
 KD0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0182.See file dsdata.txt to determine how the superseded data were derived.
 KD0182
 KD0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD049423(NAD 83)
 KD0182_MARKER: B = BOLT
 KD0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0182_SP_SET: STONE
 KD0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0182+STABILITY: SURFACE MOTION
 KD0182
 KD0182  HISTORY     - Date     Condition        Report By
 KD0182  HISTORY     - UNK      MONUMENTED       MORC
 KD0182  HISTORY     - 1948     GOOD             NGS
 KD0182
 KD0182                          STATION DESCRIPTION
 KD0182
 KD0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0182'5.6 MI NW FROM GLASGOW.
 KD0182'5.3 MILES WEST ALONG STATE HIGHWAY 240 FROM THE EAST END OF THE
 KD0182'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT GLASGOW, THENCE 0.35
 KD0182'MILE NORTH ALONG A DIRT ROAD, JUST SOUTH OF A POINT WHERE THE
 KD0182'NORTH-SOUTH DIRT ROAD CROSSES THE ALTON RAILROAD, 175.0 FEET
 KD0182'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 300.0 FEET
 KD0182'NORTH OF THE NORTH END OF A BRIDGE IN THE NORTH-SOUTH DIRT ROAD,
 KD0182'123.0 FEET SOUTHEAST OF A 14-INCH CEDAR TREE, 62.0 FEET SOUTHEAST
 KD0182'OF A 16-INCH OAK TREE, 50.0 FEET SOUTH OF THE CENTER LINE OF A
 KD0182'PRIVATE DRIVE LEADING NORTHWEST, 40.0 FEET WEST OF THE CENTER
 KD0182'LINE OF THE NORTH-SOUTH DIRT ROAD, 1.4 FEET EAST OF A 4X4
 KD0182'REFERENCE POST, A COPPER BOLT LEADED IN STONE SET UNDERGROUND
 KD0182'ABOUT 4.0 FEET ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 KD0182'BEARING A MISSOURI RIVER COMMISSION CAP.  NOTE-- 1948 REPORT
 KD0182'THE BRIDGE MENTIONED IN THE DESCRIPTION IS OVER FISH CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0181 ***********************************************************************
 KD0181  DESIGNATION -  162 CAP
 KD0181  PID         -  KD0181
 KD0181  STATE/COUNTY-  MO/SALINE
 KD0181  USGS QUAD   -  SALINE CITY (1971)
 KD0181
 KD0181                         *CURRENT SURVEY CONTROL
 KD0181  ___________________________________________________________________
 KD0181* NAD 83(1986)-  39 13 49.     (N)    092 56 33.     (W)     SCALED    
 KD0181* NAVD 88     -       191.720  (meters)     629.00   (feet)  ADJUSTED  
 KD0181  ___________________________________________________________________
 KD0181  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0181  DYNAMIC HT  -         191.604 (meters)     628.62  (feet)  COMP
 KD0181  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 KD0181
 KD0181  VERT ORDER  -  FIRST     CLASS II
 KD0181
 KD0181.The horizontal coordinates were scaled from a topographic map and have
 KD0181.an estimated accuracy of +/- 6 seconds.
 KD0181
 KD0181.The orthometric height was determined by differential leveling
 KD0181.and adjusted by the National Geodetic Survey in June 1991..
 KD0181.WARNING-Repeat measurements at this control monument indicate possible
 KD0181.vertical movement.
 KD0181
 KD0181.The geoid height was determined by GEOID03.
 KD0181
 KD0181.The dynamic height is computed by dividing the NAVD 88
 KD0181.geopotential number by the normal gravity value computed on the
 KD0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0181.degrees latitude (g = 980.6199 gals.).
 KD0181
 KD0181.The modeled gravity was interpolated from observed gravity values.
 KD0181
 KD0181;                    North         East    Units  Estimated Accuracy
 KD0181;SPC MO C     -   377,090.      461,800.      MT  (+/- 180 meters Scaled)
 KD0181
 KD0181                          SUPERSEDED SURVEY CONTROL
 KD0181
 KD0181  NGVD 29 (??/??/92)  191.667  (m)          628.83   (f) ADJ UNCH    1 2
 KD0181
 KD0181.Superseded values are not recommended for survey control.
 KD0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0181.See file dsdata.txt to determine how the superseded data were derived.
 KD0181
 KD0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD049423(NAD 83)
 KD0181_MARKER: P = PIPE CAP
 KD0181_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0181_SP_SET: SHALLOW-SET PIPE
 KD0181_MARK LOGO: MORC  
 KD0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0181
 KD0181  HISTORY     - Date     Condition        Report By
 KD0181  HISTORY     - UNK      MONUMENTED       MORC
 KD0181  HISTORY     - 1948     GOOD             NGS
 KD0181  HISTORY     - 1986     GOOD             NGS
 KD0181
 KD0181                          STATION DESCRIPTION
 KD0181
 KD0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0181'5.6 MI NW FROM GLASGOW.
 KD0181'5.3 MILES WEST ALONG STATE HIGHWAY 240 FROM THE EAST END OF THE
 KD0181'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT GLASGOW, THENCE 0.35
 KD0181'MILE NORTH ALONG A DIRT ROAD, JUST SOUTH OF A POINT WHERE THE
 KD0181'THE NORTH-SOUTH DIRT ROAD CROSSES THE ALTON RAILROAD, 175.0 FEET
 KD0181'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 300.0 FEET
 KD0181'NORTH OF THE NORTH END OF A BRIDGE IN THE NORTH-SOUTH DIRT ROAD,
 KD0181'123.0 FEET SOUTHEAST OF A 14-INCH CEDAR TREE, 62.0 FEET SOUTHEAST
 KD0181'OF A 16-INCH OAK TREE, 50.0 FEET SOUTH OF THE CENTER LINE OF A
 KD0181'PRIVATE ROAD LEADING NORTHWEST, 40.0 FEET WEST OF THE CENTER
 KD0181'LINE OF THE NORTH-SOUTH DIRT ROAD, 1.4 FEET EAST OF A 4X4
 KD0181'REFERENCE POST, A MISSOURI RIVER COMMISSION CAP BOLTED ON TOP OF
 KD0181'AN IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 KD0181'NOTE-- 1948 REPORT THE BRIDGE MENTIONED IN THE DESCRIPTION IS
 KD0181'OVER FISH CREEK.
 KD0181
 KD0181                          STATION RECOVERY (1986)
 KD0181
 KD0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0181'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.9 KM (5.55
 KD0181'MI) WESTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION WITH STATE
 KD0181'HIGHWAY 87 IN GLASGOW, THENCE 0.5 KM (0.3 MI) NORTH ALONG A GRAVELED
 KD0181'ROAD.  DELETE--1.4 FEET EAST OF A 4 BY 4 REFERENCE POST.  ADD--4.9 M
 KD0181'(16.1 FT) WEST OF A WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0187 ***********************************************************************
 KD0187  DESIGNATION -  164=1 BOLT
 KD0187  PID         -  KD0187
 KD0187  STATE/COUNTY-  MO/SALINE
 KD0187  USGS QUAD   -  CAMBRIDGE (1978)
 KD0187
 KD0187                         *CURRENT SURVEY CONTROL
 KD0187  ___________________________________________________________________
 KD0187* NAD 83(1986)-  39 15 36.     (N)    092 56 38.     (W)     SCALED    
 KD0187* NAVD 88     -       191.158  (meters)     627.16   (feet)  ADJUSTED  
 KD0187  ___________________________________________________________________
 KD0187  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0187  DYNAMIC HT  -         191.042 (meters)     626.78  (feet)  COMP
 KD0187  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 KD0187
 KD0187  VERT ORDER  -  FIRST     CLASS II
 KD0187
 KD0187.The horizontal coordinates were scaled from a topographic map and have
 KD0187.an estimated accuracy of +/- 6 seconds.
 KD0187
 KD0187.The orthometric height was determined by differential leveling
 KD0187.and adjusted by the National Geodetic Survey in June 1991..
 KD0187
 KD0187.The geoid height was determined by GEOID03.
 KD0187
 KD0187.The dynamic height is computed by dividing the NAVD 88
 KD0187.geopotential number by the normal gravity value computed on the
 KD0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0187.degrees latitude (g = 980.6199 gals.).
 KD0187
 KD0187.The modeled gravity was interpolated from observed gravity values.
 KD0187
 KD0187;                    North         East    Units  Estimated Accuracy
 KD0187;SPC MO C     -   380,390.      461,690.      MT  (+/- 180 meters Scaled)
 KD0187
 KD0187                          SUPERSEDED SURVEY CONTROL
 KD0187
 KD0187  NGVD 29 (??/??/92)  191.132  (m)          627.07   (f) ADJ UNCH    1 2
 KD0187
 KD0187.Superseded values are not recommended for survey control.
 KD0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0187.See file dsdata.txt to determine how the superseded data were derived.
 KD0187
 KD0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD048456(NAD 83)
 KD0187_MARKER: B = BOLT
 KD0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0187_SP_SET: STONE
 KD0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0187+STABILITY: SURFACE MOTION
 KD0187
 KD0187  HISTORY     - Date     Condition        Report By
 KD0187  HISTORY     - UNK      MONUMENTED       MORC
 KD0187  HISTORY     - 1948     GOOD             NGS
 KD0187
 KD0187                          STATION DESCRIPTION
 KD0187
 KD0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0187'7.6 MI NW FROM GLASGOW.
 KD0187'5.3 MILES WEST ALONG STATE HIGHWAY 240 FROM THE EAST END OF THE
 KD0187'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT GLASGOW, THENCE 2.35
 KD0187'MILES NORTH ALONG A DIRT ROAD, AT THE OLD TOWN SITE OF CAMBRIDGE,
 KD0187'AT THE FOOT OF A BLUFF, ABOUT 250.0 FEET NORTH OF A PRIVATE
 KD0187'ROAD LEADING EAST DOWN THE HILL TO THE BOTTOM LAND, 0.25 MILE
 KD0187'EAST OF AN OLD SCHOOL HOUSE WHICH IS NOW OWNED BY MR. T.R.
 KD0187'HILL, 350.0 FEET EAST OF A L-CURVE, 79.0 FEET NORTHWEST OF A
 KD0187'FENCE LINE, 27.6 FEET SOUTH OF A 16-INCH LOCUST TREE, 26.0 FEET
 KD0187'NORTHWEST OF A 6-INCH WALNUT TREE, 12.0 FEET SOUTHWEST OF A 14-INCH
 KD0187'WALNUT TREE, ABOUT 15.0 FEET ABOVE THE SURFACE OF THE BOTTOM LANDS,
 KD0187'4.0 FEET EAST OF A 4X4 REFERENCE POST, A COPPER BOLT LEADED IN
 KD0187'STONE SET ABOUT 4.0 FEET UNDERGROUND ACCESS TO WHICH IS HAD
 KD0187'THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION CAP.
 KD0187'NOTE-- 1948 REPORT MARK IS ABOUT 45 FEET NORTH OF A SMALL SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0186 ***********************************************************************
 KD0186  DESIGNATION -  164=48/1 CAP
 KD0186  PID         -  KD0186
 KD0186  STATE/COUNTY-  MO/SALINE
 KD0186  USGS QUAD   -  CAMBRIDGE (1978)
 KD0186
 KD0186                         *CURRENT SURVEY CONTROL
 KD0186  ___________________________________________________________________
 KD0186* NAD 83(1986)-  39 15 36.     (N)    092 56 38.     (W)     SCALED    
 KD0186* NAVD 88     -       192.393  (meters)     631.21   (feet)  ADJUSTED  
 KD0186  ___________________________________________________________________
 KD0186  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0186  DYNAMIC HT  -         192.277 (meters)     630.83  (feet)  COMP
 KD0186  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 KD0186
 KD0186  VERT ORDER  -  FIRST     CLASS II
 KD0186
 KD0186.The horizontal coordinates were scaled from a topographic map and have
 KD0186.an estimated accuracy of +/- 6 seconds.
 KD0186
 KD0186.The orthometric height was determined by differential leveling
 KD0186.and adjusted by the National Geodetic Survey in June 1991..
 KD0186
 KD0186.The geoid height was determined by GEOID03.
 KD0186
 KD0186.The dynamic height is computed by dividing the NAVD 88
 KD0186.geopotential number by the normal gravity value computed on the
 KD0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0186.degrees latitude (g = 980.6199 gals.).
 KD0186
 KD0186.The modeled gravity was interpolated from observed gravity values.
 KD0186
 KD0186;                    North         East    Units  Estimated Accuracy
 KD0186;SPC MO C     -   380,390.      461,690.      MT  (+/- 180 meters Scaled)
 KD0186
 KD0186                          SUPERSEDED SURVEY CONTROL
 KD0186
 KD0186  NGVD 29 (??/??/92)  192.369  (m)          631.13   (f) ADJ UNCH    1 2
 KD0186
 KD0186.Superseded values are not recommended for survey control.
 KD0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0186.See file dsdata.txt to determine how the superseded data were derived.
 KD0186
 KD0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD048456(NAD 83)
 KD0186_MARKER: P = PIPE CAP
 KD0186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0186_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0186
 KD0186  HISTORY     - Date     Condition        Report By
 KD0186  HISTORY     - UNK      MONUMENTED       MORC
 KD0186  HISTORY     - 1948     GOOD             NGS
 KD0186
 KD0186                          STATION DESCRIPTION
 KD0186
 KD0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0186'7.6 MI NW FROM GLASGOW.
 KD0186'5.3 MILES WEST ALONG STATE HIGHWAY 240 FROM THE EAST END OF THE
 KD0186'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT GLASGOW, THENCE 2.35
 KD0186'MILES NORTH ALONG A DIRT ROAD, AT THE OLD TOWN SITE OF CAMBRIDGE,
 KD0186'AT THE FOOT OF A BLUFF, ABOUT 250.0 FEET NORTH OF A PRIVATE
 KD0186'ROAD LEADING EAST DOWN THE HILL TO THE BOTTOM LAND, 0.25 MILE
 KD0186'EAST OF AN OLD SCHOOL HOUSE WHICH IS NOW A HOME OWNED BY MR. T.R.
 KD0186'HILL, 350.0 FEET EAST OF A L-CURVE, 79.0 FEET NORTHWEST OF A
 KD0186'FENCE LINE, 27.6 FEET SOUTH OF A 16-INCH LOCUST TREE,
 KD0186'26.0 FEET NORTHWEST OF A 6-INCH WALNUT TREE, 12.0 FEET SOUTHWEST
 KD0186'OF A 14-INCH WALNUT TREE, ABOUT 15.0 FEET ABOVE THE SURFACE OF
 KD0186'THE BOTTOM LANDS, 4.0 FEET EAST OF A 4X4 REFERENCE POST, A
 KD0186'MISSOURI RIVER COMMISSION CAP BOLTED ON TOP OF AN IRON PIPE WHICH
 KD0186'PROJECTS 1.2 FEET ABOVE THE GROUND.  NOTE-- 1948 REPORT MARK IS
 KD0186'ABOUT 45 FEET NORTH OF A SMALL SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0049 ***********************************************************************
 GG0049  DESIGNATION -  165
 GG0049  PID         -  GG0049
 GG0049  STATE/COUNTY-  MO/NEWTON
 GG0049  USGS QUAD   -  TIPTON FORD (1972)
 GG0049
 GG0049                         *CURRENT SURVEY CONTROL
 GG0049  ___________________________________________________________________
 GG0049* NAD 83(1986)-  36 58 33.     (N)    094 25 31.     (W)     SCALED    
 GG0049* NAVD 88     -       286.796  (meters)     940.93   (feet)  ADJUSTED  
 GG0049  ___________________________________________________________________
 GG0049  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GG0049  DYNAMIC HT  -         286.561 (meters)     940.16  (feet)  COMP
 GG0049  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 GG0049
 GG0049  VERT ORDER  -  SECOND    CLASS 0
 GG0049
 GG0049.The horizontal coordinates were scaled from a topographic map and have
 GG0049.an estimated accuracy of +/- 6 seconds.
 GG0049
 GG0049.The orthometric height was determined by differential leveling
 GG0049.and adjusted by the National Geodetic Survey in June 1991..
 GG0049
 GG0049.The geoid height was determined by GEOID03.
 GG0049
 GG0049.The dynamic height is computed by dividing the NAVD 88
 GG0049.geopotential number by the normal gravity value computed on the
 GG0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0049.degrees latitude (g = 980.6199 gals.).
 GG0049
 GG0049.The modeled gravity was interpolated from observed gravity values.
 GG0049
 GG0049;                    North         East    Units  Estimated Accuracy
 GG0049;SPC MO W     -    89,790.      856,650.      MT  (+/- 180 meters Scaled)
 GG0049
 GG0049                          SUPERSEDED SURVEY CONTROL
 GG0049
 GG0049  NGVD 29 (??/??/92)  286.686  (m)          940.57   (f) ADJ UNCH    2 0
 GG0049
 GG0049.Superseded values are not recommended for survey control.
 GG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0049.See file dsdata.txt to determine how the superseded data were derived.
 GG0049
 GG0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA731931(NAD 83)
 GG0049_MARKER: Z = SEE DESCRIPTION
 GG0049_SETTING: 0 = UNSPECIFIED SETTING
 GG0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0049
 GG0049  HISTORY     - Date     Condition        Report By
 GG0049  HISTORY     - UNK      MONUMENTED       KCSRR
 GG0049  HISTORY     - 1936     GOOD             NGS
 GG0049
 GG0049                          STATION DESCRIPTION
 GG0049
 GG0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GG0049'7.7 MI N FROM NEOSHO.
 GG0049'7.7 MILES NORTH ALONG THE KANSAS CITY RAILWAY FROM THE STATION
 GG0049'AT NEOSHO, NEWTON COUNTY, AT MILEPOST 165, AT THE CROSSING OF
 GG0049'U.S. HIGHWAY 71, AND ON THE TOP OF THE NORTHWEST CORNER OF THE
 GG0049'CONCRETE CROSSING SIGN.  THE TOP OF THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0133 ***********************************************************************
 JC0133  DESIGNATION -  16=5/1 BOLT
 JC0133  PID         -  JC0133
 JC0133  STATE/COUNTY-  MO/ST LOUIS
 JC0133  USGS QUAD   -  ST CHARLES (1994)
 JC0133
 JC0133                         *CURRENT SURVEY CONTROL
 JC0133  ___________________________________________________________________
 JC0133* NAD 83(1986)-  38 48 44.     (N)    090 23 31.     (W)     SCALED    
 JC0133* NAVD 88     -       132.49   (+/-2cm)     434.7    (feet)  VERTCON   
 JC0133  ___________________________________________________________________
 JC0133  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JC0133
 JC0133  VERT ORDER  -  ? (See Below)
 JC0133
 JC0133.The horizontal coordinates were scaled from a topographic map and have
 JC0133.an estimated accuracy of +/- 6 seconds.
 JC0133
 JC0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0133.The vertical order pertains to the NGVD 29 superseded value.
 JC0133
 JC0133.The geoid height was determined by GEOID03.
 JC0133
 JC0133;                    North         East    Units  Estimated Accuracy
 JC0133;SPC MO E     -   330,590.      259,390.      MT  (+/- 180 meters Scaled)
 JC0133
 JC0133                          SUPERSEDED SURVEY CONTROL
 JC0133
 JC0133  NGVD 29 (??/??/92)  132.504  (m)          434.72   (f) ADJ UNCH    ?  
 JC0133
 JC0133.Superseded values are not recommended for survey control.
 JC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0133.See file dsdata.txt to determine how the superseded data were derived.
 JC0133
 JC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC264991(NAD 83)
 JC0133_MARKER: B = BOLT
 JC0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0133_SP_SET: STONE
 JC0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0133+STABILITY: SURFACE MOTION
 JC0133
 JC0133  HISTORY     - Date     Condition        Report By
 JC0133  HISTORY     - UNK      MONUMENTED       MORC
 JC0133  HISTORY     - 1934     GOOD             NGS
 JC0133
 JC0133                          STATION DESCRIPTION
 JC0133
 JC0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0133'5 MI NE FROM ST CHARLES.
 JC0133'IN ST. LOUIS COUNTY, 5 MILES NORTHEAST OF ST. CHARLES, ST.
 JC0133'CHARLES COUNTY, 0.2 MILE NORTHEAST OF A CONCRETE BRIDGE 501 ON
 JC0133'CHARBONNIER ROAD, ABOUT 100 YARDS SOUTHWEST OF A CREEK RUNNING
 JC0133'ALONG THE FOOT OF THE BLUFF, JUST WEST OF A PRIVATE DRIVE, IN
 JC0133'THE FRONT YARD OF A HOUSE BELONGING TO MRS. FRANCIS LARAMIE, 64
 JC0133'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, AND 29 FEET
 JC0133'SOUTH OF A 30-INCH SYCAMORE TREE.  A COPPER BOLT LEADED IN THE
 JC0133'TOP OF A STONE 18 INCHES SQUARE AND SET ABOUT 3 FEET UNDER
 JC0133'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0134 ***********************************************************************
 JC0134  DESIGNATION -  16=5/1 CAP
 JC0134  PID         -  JC0134
 JC0134  STATE/COUNTY-  MO/ST LOUIS
 JC0134  USGS QUAD   -  ST CHARLES (1994)
 JC0134
 JC0134                         *CURRENT SURVEY CONTROL
 JC0134  ___________________________________________________________________
 JC0134* NAD 83(1986)-  38 48 44.     (N)    090 23 30.     (W)     SCALED    
 JC0134* NAVD 88     -       133.73   (+/-2cm)     438.7    (feet)  VERTCON   
 JC0134  ___________________________________________________________________
 JC0134  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JC0134
 JC0134  VERT ORDER  -  ? (See Below)
 JC0134
 JC0134.The horizontal coordinates were scaled from a topographic map and have
 JC0134.an estimated accuracy of +/- 6 seconds.
 JC0134
 JC0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0134.The vertical order pertains to the NGVD 29 superseded value.
 JC0134
 JC0134.The geoid height was determined by GEOID03.
 JC0134
 JC0134;                    North         East    Units  Estimated Accuracy
 JC0134;SPC MO E     -   330,590.      259,410.      MT  (+/- 180 meters Scaled)
 JC0134
 JC0134                          SUPERSEDED SURVEY CONTROL
 JC0134
 JC0134  NGVD 29 (??/??/92)  133.740  (m)          438.78   (f) ADJ UNCH    ?  
 JC0134
 JC0134.Superseded values are not recommended for survey control.
 JC0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0134.See file dsdata.txt to determine how the superseded data were derived.
 JC0134
 JC0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC264991(NAD 83)
 JC0134_MARKER: P = PIPE CAP
 JC0134_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0134_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0134
 JC0134  HISTORY     - Date     Condition        Report By
 JC0134  HISTORY     - UNK      MONUMENTED       MORC
 JC0134  HISTORY     - 1934     GOOD             NGS
 JC0134  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JC0134
 JC0134                          STATION DESCRIPTION
 JC0134
 JC0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0134'5 MI NE FROM ST CHARLES.
 JC0134'IN ST. LOUIS COUNTY, 5 MILES NORTHEAST OF ST. CHARLES, ST.
 JC0134'CHARLES COUNTY, 0.2 MILE NORTHWEST OF CONCRETE BRIDGE 501 ON
 JC0134'CHARBONNIER ROAD, ABOUT 100 YARDS SOUTHWEST OF A CREEK RUNNING
 JC0134'ALONG THE FOOT OF THE BLUFF, JUST WEST OF A PRIVATE DRIVE, IN
 JC0134'THE FRONT YARD OF A HOUSE BELONGING TO MRS. FRANCIS LARAMIE, 64
 JC0134'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, AND 29 FEET
 JC0134'SOUTH OF A 30-INCH SYCAMORE TREE.  AN IRON PIPE PROJECTING ABOUT
 JC0134'14 INCHES ABOVE GROUND AND BEARING A MISSOURI RIVER COMMISSION
 JC0134'STANDARD CAP.
 JC0134
 JC0134                          STATION RECOVERY (1989)
 JC0134
 JC0134'RECOVERY NOTE BY US POWER SQUADRON 1989 (EPB)
 JC0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1790 ***********************************************************************
 JD1790  DESIGNATION -  169
 JD1790  PID         -  JD1790
 JD1790  STATE/COUNTY-  MO/JOHNSON
 JD1790  USGS QUAD   -  KNOB NOSTER (1981)
 JD1790
 JD1790                         *CURRENT SURVEY CONTROL
 JD1790  ___________________________________________________________________
 JD1790* NAD 83(1986)-  38 46 00.     (N)    093 34 05.     (W)     SCALED    
 JD1790* NAVD 88     -       227.760  (meters)     747.24   (feet)  POSTED    
 JD1790  ___________________________________________________________________
 JD1790  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1790  DYNAMIC HT  -         227.610 (meters)     746.75  (feet)  COMP
 JD1790  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 JD1790
 JD1790  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JD1790
 JD1790.The horizontal coordinates were scaled from a topographic map and have
 JD1790.an estimated accuracy of +/- 6 seconds.
 JD1790
 JD1790.The orthometric height was determined by differential leveling
 JD1790.and adjusted by the National Geodetic Survey in 1992..
 JD1790.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JD1790.rate of 2.1 thru 3.0 mm/km.
 JD1790
 JD1790.The geoid height was determined by GEOID03.
 JD1790
 JD1790.The dynamic height is computed by dividing the NAVD 88
 JD1790.geopotential number by the normal gravity value computed on the
 JD1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1790.degrees latitude (g = 980.6199 gals.).
 JD1790
 JD1790.The modeled gravity was interpolated from observed gravity values.
 JD1790
 JD1790;                    North         East    Units  Estimated Accuracy
 JD1790;SPC MO W     -   288,960.      930,990.      MT  (+/- 180 meters Scaled)
 JD1790
 JD1790                          SUPERSEDED SURVEY CONTROL
 JD1790
 JD1790  NGVD 29 (??/??/92)  227.686  (m)          747.00   (f) ADJ UNCH    1 2
 JD1790
 JD1790.Superseded values are not recommended for survey control.
 JD1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1790.See file dsdata.txt to determine how the superseded data were derived.
 JD1790
 JD1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC506910(NAD 83)
 JD1790_MARKER: X = CHISELED CROSS
 JD1790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1790_SP_SET: CULVERT
 JD1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1790
 JD1790  HISTORY     - Date     Condition        Report By
 JD1790  HISTORY     - UNK      MONUMENTED       MPRR
 JD1790  HISTORY     - 1946     POOR             NGS
 JD1790  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1790
 JD1790                          STATION DESCRIPTION
 JD1790
 JD1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1790'0.7 MI W FROM KNOBNOSTER.
 JD1790'ABOUT 0.7 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1790'STATION AT KNOBNOSTER, ABOUT 4 POLES WEST OF MILEPOST NO. 208-30,
 JD1790'ABOUT 4 POLES EAST OF A CONCRETE OVERPASS ON U.S. HIGHWAY NO. 50,
 JD1790'6.6 FEET NORTH OF AND ABOUT LEVEL WITH THE NORTH RAIL, A DIM
 JD1790'CHISELED CROSS ON THE TOP OF A LARGE STONE USED AS A HEADWALL ON
 JD1790'A STONE CULVERT, 6 INCHES SOUTH OF THE NORTH FACE OF THE STONE,
 JD1790'3 INCHES EAST OF THE WEST FACE OF THE STONE.
 JD1790
 JD1790                          STATION RECOVERY (1963)
 JD1790
 JD1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0048 ***********************************************************************
 GG0048  DESIGNATION -  169
 GG0048  PID         -  GG0048
 GG0048  STATE/COUNTY-  MO/NEWTON
 GG0048  USGS QUAD   -  TIPTON FORD (1972)
 GG0048
 GG0048                         *CURRENT SURVEY CONTROL
 GG0048  ___________________________________________________________________
 GG0048* NAD 83(1986)-  36 56 36.     (N)    094 23 11.     (W)     SCALED    
 GG0048* NAVD 88     -       293.25   (+/-2cm)     962.1    (feet)  VERTCON   
 GG0048  ___________________________________________________________________
 GG0048  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GG0048
 GG0048  VERT ORDER  -  ? (See Below)
 GG0048
 GG0048.The horizontal coordinates were scaled from a topographic map and have
 GG0048.an estimated accuracy of +/- 6 seconds.
 GG0048
 GG0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0048.The vertical order pertains to the NGVD 29 superseded value.
 GG0048
 GG0048.The geoid height was determined by GEOID03.
 GG0048
 GG0048;                    North         East    Units  Estimated Accuracy
 GG0048;SPC MO W     -    86,190.      860,120.      MT  (+/- 180 meters Scaled)
 GG0048
 GG0048                          SUPERSEDED SURVEY CONTROL
 GG0048
 GG0048  NGVD 29 (??/??/92)  293.136  (m)          961.73   (f) ADJ UNCH    ?  
 GG0048
 GG0048.Superseded values are not recommended for survey control.
 GG0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0048.See file dsdata.txt to determine how the superseded data were derived.
 GG0048
 GG0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA765894(NAD 83)
 GG0048_MARKER: Z = SEE DESCRIPTION
 GG0048_SETTING: 0 = UNSPECIFIED SETTING
 GG0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0048
 GG0048  HISTORY     - Date     Condition        Report By
 GG0048  HISTORY     - UNK      MONUMENTED       KCSRR
 GG0048  HISTORY     - 1936     GOOD             NGS
 GG0048
 GG0048                          STATION DESCRIPTION
 GG0048
 GG0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GG0048'3.8 MI N FROM NEOSHO.
 GG0048'3.8 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 GG0048'STATION AT NEOSHO, NEWTON COUNTY, AT MILEPOST 169, AND WEST OF
 GG0048'THE TRACK.  THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1334 ***********************************************************************
 GD1334  DESIGNATION -  17 4
 GD1334  PID         -  GD1334
 GD1334  STATE/COUNTY-  MO/NEW MADRID
 GD1334  USGS QUAD   -  NEW MADRID (1971)
 GD1334
 GD1334                         *CURRENT SURVEY CONTROL
 GD1334  ___________________________________________________________________
 GD1334* NAD 83(1997)-  36 35 23.39151(N)    089 32 37.63173(W)     ADJUSTED  
 GD1334* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 GD1334  ___________________________________________________________________
 GD1334  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 GD1334  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD1334
 GD1334  HORZ ORDER  -  SECOND
 GD1334
 GD1334.The horizontal coordinates were established by classical geodetic methods
 GD1334.and adjusted by the National Geodetic Survey in February 2000..
 GD1334
 GD1334.The orthometric height was scaled from a topographic map.
 GD1334
 GD1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1334
 GD1334.The geoid height was determined by GEOID03.
 GD1334
 GD1334;                    North         East     Units Scale Factor Converg.
 GD1334;SPC MO E     -    84,363.224   335,564.605   MT  1.00002350   +0 34 12.1
 GD1334;SPC KY1Z     - 1,035,369.692 1,160,544.555   MT  1.00015458   -2 19 45.2
 GD1334;SPC KY1Z     - 3,396,875.40  3,807,553.26   sFT  1.00015458   -2 19 45.2
 GD1334;SPC KY S     -   535,280.417   160,584.857   MT  1.00002914   -2 18 02.8
 GD1334;SPC KY S     - 1,756,165.83    526,852.15   sFT  1.00002914   -2 18 02.8
 GD1334;SPC TN       -   256,105.853   282,933.494   MT  1.00003530   -2 04 28.8
 GD1334;SPC TN       -   840,240.62    928,257.64   sFT  1.00003530   -2 04 28.8
 GD1334;UTM  16      - 4,052,384.943   272,432.120   MT  1.00023807   -1 31 01.0
 GD1334
 GD1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1334!SPC MO E     -   0.99999032  x   1.00002350  =   1.00001382
 GD1334!SPC KY1Z     -   0.99999032  x   1.00015458  =   1.00014490
 GD1334!SPC KY S     -   0.99999032  x   1.00002914  =   1.00001946
 GD1334!SPC TN       -   0.99999032  x   1.00003530  =   1.00002562
 GD1334!UTM  16      -   0.99999032  x   1.00023807  =   1.00022839
 GD1334
 GD1334                          SUPERSEDED SURVEY CONTROL
 GD1334
 GD1334  NAD 83(1997)-  36 35 23.39166(N)    089 32 37.63164(W) AD(       ) 2
 GD1334  NAD 83(1997)-  36 35 23.39201(N)    089 32 37.63152(W) AD(       ) 2
 GD1334  NAD 83(1997)-  36 35 23.40168(N)    089 32 37.62843(W) AD(       ) 2
 GD1334  NAD 83(1986)-  36 35 23.40325(N)    089 32 37.63043(W) AD(       ) 2
 GD1334  NAD 27      -  36 35 23.18690(N)    089 32 37.35030(W) AD(       ) 2
 GD1334
 GD1334.Superseded values are not recommended for survey control.
 GD1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1334.See file dsdata.txt to determine how the superseded data were derived.
 GD1334
 GD1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7243252385(NAD 83)
 GD1334_MARKER: V = STONE MONUMENT
 GD1334_SETTING: 0 = UNSPECIFIED SETTING
 GD1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1334
 GD1334  HISTORY     - Date     Condition        Report By
 GD1334  HISTORY     - 1929     MONUMENTED       MRC
 GD1334
 GD1334                          STATION DESCRIPTION
 GD1334
 GD1334'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 GD1334'ABOUT 0.60 MILE WEST OF RAILROAD STATION AT NEW MADRID, 950 METERS
 GD1334'3,117 FEET BACK FROM RIVER BANK, 44 PACES WEST OF CENTER LINE OF
 GD1334'UNITED STATES ROUTE 61, ON TRACK OF ST. LOUIS SOUTHWESTERN RAILWAY,
 GD1334'BETWEEN RAILS, 12 INCHES NORTH OF SOUTH RAIL, AND 86 RAIL-LENGTHS
 GD1334'WEST OF FIRST CATTLE-GUARD WEST OF NEW MADRID RAILWAY STATION.
 GD1334'MARKED BY A STONE POST WITH TOP PARTLY BROKEN OFF.  STATION MADRID IS
 GD1334'1,185.44 METERS 3,889.2 FEET FROM STATION S 40 DEG 33
 GD1334'MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0029 ***********************************************************************
 JE0029  DESIGNATION -  17 A
 JE0029  PID         -  JE0029
 JE0029  STATE/COUNTY-  MO/CASS
 JE0029  USGS QUAD   -  HARRISONVILLE (1981)
 JE0029
 JE0029                         *CURRENT SURVEY CONTROL
 JE0029  ___________________________________________________________________
 JE0029* NAD 83(1986)-  38 38 34.     (N)    094 21 43.     (W)     SCALED    
 JE0029* NAVD 88     -       266.289  (meters)     873.65   (feet)  ADJUSTED  
 JE0029  ___________________________________________________________________
 JE0029  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0029  DYNAMIC HT  -         266.107 (meters)     873.05  (feet)  COMP
 JE0029  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 JE0029
 JE0029  VERT ORDER  -  FIRST     CLASS II
 JE0029
 JE0029.The horizontal coordinates were scaled from a topographic map and have
 JE0029.an estimated accuracy of +/- 6 seconds.
 JE0029
 JE0029.The orthometric height was determined by differential leveling
 JE0029.and adjusted by the National Geodetic Survey in June 1991..
 JE0029.WARNING-Repeat measurements at this control monument indicate possible
 JE0029.vertical movement.
 JE0029
 JE0029.The geoid height was determined by GEOID03.
 JE0029
 JE0029.The dynamic height is computed by dividing the NAVD 88
 JE0029.geopotential number by the normal gravity value computed on the
 JE0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0029.degrees latitude (g = 980.6199 gals.).
 JE0029
 JE0029.The modeled gravity was interpolated from observed gravity values.
 JE0029
 JE0029;                    North         East    Units  Estimated Accuracy
 JE0029;SPC MO W     -   274,810.      862,020.      MT  (+/- 180 meters Scaled)
 JE0029
 JE0029                          SUPERSEDED SURVEY CONTROL
 JE0029
 JE0029  NGVD 29 (??/??/92)  266.176  (m)          873.28   (f) ADJ UNCH    1 2
 JE0029
 JE0029.Superseded values are not recommended for survey control.
 JE0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0029.See file dsdata.txt to determine how the superseded data were derived.
 JE0029
 JE0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC814780(NAD 83)
 JE0029_MARKER: Q = CHISELED SQUARE
 JE0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0029_SP_SET: CONCRETE ABUTMENT
 JE0029_MARK LOGO: NONE  
 JE0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0029
 JE0029  HISTORY     - Date     Condition        Report By
 JE0029  HISTORY     - 1938     MONUMENTED       USGS
 JE0029  HISTORY     - 1963     GOOD             NGS
 JE0029
 JE0029                          STATION DESCRIPTION
 JE0029
 JE0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0029'1.6 MI SW FROM HARRISONVILLE.
 JE0029'ABOUT 1.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0029'THE STATION AT HARRISONVILLE, IN SECTION 5, T 44 N, R 31 W, 1 POLE
 JE0029'NORTH OF MILE POST 260-20, IN A BRIDGE OVER MUDDY CREEK, 5 1/2
 JE0029'FEET WEST OF THE WEST RAIL, ABOUT LEVEL WITH THE RAILS, AND ON
 JE0029'THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0135 ***********************************************************************
 JC0135  DESIGNATION -  17 BOLT
 JC0135  PID         -  JC0135
 JC0135  STATE/COUNTY-  MO/ST LOUIS
 JC0135  USGS QUAD   -  ST CHARLES (1994)
 JC0135
 JC0135                         *CURRENT SURVEY CONTROL
 JC0135  ___________________________________________________________________
 JC0135* NAD 83(1986)-  38 47 49.     (N)    090 25 36.     (W)     SCALED    
 JC0135* NAVD 88     -       133.254  (meters)     437.18   (feet)  ADJUSTED  
 JC0135  ___________________________________________________________________
 JC0135  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JC0135  DYNAMIC HT  -         133.172 (meters)     436.92  (feet)  COMP
 JC0135  MODELED GRAV-     980,007.3   (mgal)                       NAVD 88
 JC0135
 JC0135  VERT ORDER  -  SECOND    CLASS 0
 JC0135
 JC0135.The horizontal coordinates were scaled from a topographic map and have
 JC0135.an estimated accuracy of +/- 6 seconds.
 JC0135
 JC0135.The orthometric height was determined by differential leveling
 JC0135.and adjusted by the National Geodetic Survey in June 1991..
 JC0135
 JC0135.The geoid height was determined by GEOID03.
 JC0135
 JC0135.The dynamic height is computed by dividing the NAVD 88
 JC0135.geopotential number by the normal gravity value computed on the
 JC0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0135.degrees latitude (g = 980.6199 gals.).
 JC0135
 JC0135.The modeled gravity was interpolated from observed gravity values.
 JC0135
 JC0135;                    North         East    Units  Estimated Accuracy
 JC0135;SPC MO E     -   328,890.      256,370.      MT  (+/- 180 meters Scaled)
 JC0135
 JC0135                          SUPERSEDED SURVEY CONTROL
 JC0135
 JC0135  NGVD 29 (??/??/92)  133.273  (m)          437.25   (f) ADJ UNCH    2 0
 JC0135
 JC0135.Superseded values are not recommended for survey control.
 JC0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0135.See file dsdata.txt to determine how the superseded data were derived.
 JC0135
 JC0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC234973(NAD 83)
 JC0135_MARKER: B = BOLT
 JC0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0135_SP_SET: STONE
 JC0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0135+STABILITY: SURFACE MOTION
 JC0135
 JC0135  HISTORY     - Date     Condition        Report By
 JC0135  HISTORY     - UNK      MONUMENTED       MORC
 JC0135  HISTORY     - 1934     GOOD             NGS
 JC0135
 JC0135                          STATION DESCRIPTION
 JC0135
 JC0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0135'2.2 MI NE FROM ST CHARLES.
 JC0135'IN ST. LOUIS COUNTY, ABOUT 2-1/4 MILES NORTHEAST OF ST. CHARLES,
 JC0135'ST. CHARLES COUNTY, ABOUT 1/4 MILE EAST OF THE JUNCTION OF THE
 JC0135'MISSOURI BOTTOM AND AUBUCHON ROADS, JUST WEST OF THE DRIVE
 JC0135'LEADING TO THE A.W. SHROEDER FARMHOUSE, 103 FEET NORTH OF THE
 JC0135'HOUSE, 102 FEET SOUTH OF THE CENTERLINE OF AUBUCHON ROAD, AND
 JC0135'3.5 FEET WEST OF THE FENCE ON THE WEST SIDE OF THE DRIVE.  A
 JC0135'COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES SQUARE AND
 JC0135'SET ABOUT 3 FEET UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0136 ***********************************************************************
 JC0136  DESIGNATION -  17 CAP
 JC0136  PID         -  JC0136
 JC0136  STATE/COUNTY-  MO/ST LOUIS
 JC0136  USGS QUAD   -  ST CHARLES (1994)
 JC0136
 JC0136                         *CURRENT SURVEY CONTROL
 JC0136  ___________________________________________________________________
 JC0136* NAD 83(1986)-  38 47 49.     (N)    090 25 36.     (W)     SCALED    
 JC0136* NAVD 88     -       134.50   (+/-2cm)     441.3    (feet)  VERTCON   
 JC0136  ___________________________________________________________________
 JC0136  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JC0136
 JC0136  VERT ORDER  -  ? (See Below)
 JC0136
 JC0136.The horizontal coordinates were scaled from a topographic map and have
 JC0136.an estimated accuracy of +/- 6 seconds.
 JC0136
 JC0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0136.The vertical order pertains to the NGVD 29 superseded value.
 JC0136
 JC0136.The geoid height was determined by GEOID03.
 JC0136
 JC0136;                    North         East    Units  Estimated Accuracy
 JC0136;SPC MO E     -   328,890.      256,370.      MT  (+/- 180 meters Scaled)
 JC0136
 JC0136                          SUPERSEDED SURVEY CONTROL
 JC0136
 JC0136  NGVD 29 (??/??/92)  134.510  (m)          441.30   (f) ADJ UNCH    ?  
 JC0136
 JC0136.Superseded values are not recommended for survey control.
 JC0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0136.See file dsdata.txt to determine how the superseded data were derived.
 JC0136
 JC0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC234973(NAD 83)
 JC0136_MARKER: P = PIPE CAP
 JC0136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0136_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0136
 JC0136  HISTORY     - Date     Condition        Report By
 JC0136  HISTORY     - UNK      MONUMENTED       MORC
 JC0136  HISTORY     - 1934     GOOD             NGS
 JC0136  HISTORY     - 1989     GOOD             USPSQD
 JC0136
 JC0136                          STATION DESCRIPTION
 JC0136
 JC0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0136'2.2 MI NE FROM ST CHARLES.
 JC0136'IN ST. LOUIS COUNTY, ABOUT 2-1/4 MILES NORTHEAST OF ST. CHARLES,
 JC0136'ST. CHARLES COUNTY, ABOUT 1/4 MILE EAST OF THE JUNCTION OF THE
 JC0136'MISSOURI BOTTOM AND AUBUCHON ROADS, JUST WEST OF THE DRIVE
 JC0136'LEADING TO THE A.W. SHROEDER FARMHOUSE, 103 FEET NORTH OF THE
 JC0136'HOUSE, 102 FEET SOUTH OF THE CENTERLINE OF AUBUCHON ROAD, AND
 JC0136'3.5 FEET WEST OF THE FENCE ON THE WEST SIDE OF THE DRIVE.
 JC0136'AN IRON PIPE PROJECTING ABOUT 15 INCHES ABOVE GROUND AND BEARING
 JC0136'A MISSOURI RIVER COMMISSION STANDARD CAP.
 JC0136
 JC0136                          STATION RECOVERY (1989)
 JC0136
 JC0136'RECOVERY NOTE BY US POWER SQUADRON 1989 (EPB)
 JC0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0560 ***********************************************************************
 HD0560  DESIGNATION -  17 J
 HD0560  PID         -  HD0560
 HD0560  STATE/COUNTY-  MO/HICKORY
 HD0560  USGS QUAD   -  BRANCH (1972)
 HD0560
 HD0560                         *CURRENT SURVEY CONTROL
 HD0560  ___________________________________________________________________
 HD0560* NAD 83(1986)-  37 56 13.     (N)    093 06 10.     (W)     SCALED    
 HD0560* NAVD 88     -       297.154  (meters)     974.91   (feet)  ADJUSTED  
 HD0560  ___________________________________________________________________
 HD0560  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HD0560  DYNAMIC HT  -         296.935 (meters)     974.19  (feet)  COMP
 HD0560  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 HD0560
 HD0560  VERT ORDER  -  SECOND    CLASS 0
 HD0560
 HD0560.The horizontal coordinates were scaled from a topographic map and have
 HD0560.an estimated accuracy of +/- 6 seconds.
 HD0560
 HD0560.The orthometric height was determined by differential leveling
 HD0560.and adjusted by the National Geodetic Survey in June 1991..
 HD0560
 HD0560.The geoid height was determined by GEOID03.
 HD0560
 HD0560.The dynamic height is computed by dividing the NAVD 88
 HD0560.geopotential number by the normal gravity value computed on the
 HD0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0560.degrees latitude (g = 980.6199 gals.).
 HD0560
 HD0560.The modeled gravity was interpolated from observed gravity values.
 HD0560
 HD0560;                    North         East    Units  Estimated Accuracy
 HD0560;SPC MO C     -   233,610.      447,020.      MT  (+/- 180 meters Scaled)
 HD0560
 HD0560                          SUPERSEDED SURVEY CONTROL
 HD0560
 HD0560  NGVD 29 (??/??/92)  297.045  (m)          974.56   (f) ADJ UNCH    2 0
 HD0560
 HD0560.Superseded values are not recommended for survey control.
 HD0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0560.See file dsdata.txt to determine how the superseded data were derived.
 HD0560
 HD0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB909988(NAD 83)
 HD0560_MARKER: DD = SURVEY DISK
 HD0560_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HD0560_SP_SET: UNSPECIFIED ROCK
 HD0560_STAMPING: 17 J 1934 975
 HD0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0560
 HD0560  HISTORY     - Date     Condition        Report By
 HD0560  HISTORY     - 1934     MONUMENTED       USGS
 HD0560
 HD0560                          STATION DESCRIPTION
 HD0560
 HD0560'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HD0560'5.7 MI W FROM BRANCH.
 HD0560'IN HICKORY COUNTY, 5.7 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE
 HD0560'JUNCTION OF STATE HIGHWAY 73 AT BRANCH, CAMDEN COUNTY, 6.2 MILES
 HD0560'EAST OF PRESTON, HICKORY COUNTY, AT THE JUNCTION OF A ROAD
 HD0560'LEADING SOUTH, 38 FEET NORTH OF THE HIGHWAY, 27 FEET EAST OF THE
 HD0560'ROAD, AND IN THE TOP OF A ROCK.  A UNITED STATES GEOLOGICAL SURVEY
 HD0560'STANDARD DISK, STAMPED 17 J 1934 975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0373 ***********************************************************************
 KD0373  DESIGNATION -  170 5 1/1 BOLT
 KD0373  PID         -  KD0373
 KD0373  STATE/COUNTY-  MO/SALINE
 KD0373  USGS QUAD   -  MIAMI (1979)
 KD0373
 KD0373                         *CURRENT SURVEY CONTROL
 KD0373  ___________________________________________________________________
 KD0373* NAD 83(1986)-  39 22 13.     (N)    093 09 03.     (W)     SCALED    
 KD0373* NAVD 88     -       193.291  (meters)     634.16   (feet)  ADJUSTED  
 KD0373  ___________________________________________________________________
 KD0373  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0373  DYNAMIC HT  -         193.176 (meters)     633.78  (feet)  COMP
 KD0373  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 KD0373
 KD0373  VERT ORDER  -  FIRST     CLASS II
 KD0373
 KD0373.The horizontal coordinates were scaled from a topographic map and have
 KD0373.an estimated accuracy of +/- 6 seconds.
 KD0373
 KD0373.The orthometric height was determined by differential leveling
 KD0373.and adjusted by the National Geodetic Survey in June 1991..
 KD0373
 KD0373.The geoid height was determined by GEOID03.
 KD0373
 KD0373.The dynamic height is computed by dividing the NAVD 88
 KD0373.geopotential number by the normal gravity value computed on the
 KD0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0373.degrees latitude (g = 980.6199 gals.).
 KD0373
 KD0373.The modeled gravity was interpolated from observed gravity values.
 KD0373
 KD0373;                    North         East    Units  Estimated Accuracy
 KD0373;SPC MO C     -   392,740.      443,920.      MT  (+/- 180 meters Scaled)
 KD0373
 KD0373                          SUPERSEDED SURVEY CONTROL
 KD0373
 KD0373  NGVD 29 (??/??/92)  193.27   (m)          634.1    (f) COMPUTED    1 2
 KD0373
 KD0373.Superseded values are not recommended for survey control.
 KD0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0373.See file dsdata.txt to determine how the superseded data were derived.
 KD0373
 KD0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD870578(NAD 83)
 KD0373_MARKER: B = BOLT
 KD0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0373_SP_SET: STONE
 KD0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0373+STABILITY: SURFACE MOTION
 KD0373
 KD0373  HISTORY     - Date     Condition        Report By
 KD0373  HISTORY     - UNK      MONUMENTED       MORC
 KD0373  HISTORY     - 1948     GOOD             NGS
 KD0373
 KD0373                          STATION DESCRIPTION
 KD0373
 KD0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0373'6.7 MI E FROM MIAMI.
 KD0373'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0373'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0373'1.0 MILE NORTHEAST, 0.05 MILE SOUTH, 3.2 MILES EAST AND 2.15
 KD0373'MILES NORTH ALONG DIRT ROADS, THENCE 0.25 MILE WEST ALONG A
 KD0373'LEVEE ROAD AND FENCE LINE, ABOUT 0.3 MILE SOUTH OF AN EAST-WEST
 KD0373'ROAD, 0.25 MILE WEST OF BRIDGE FOR NORTH-SOUTH ROAD ACROSS SALT
 KD0373'BRANCH, ABOUT 250.0 FEET (ESTIMATED) WEST OF POINT WHERE THE
 KD0373'SALT BRANCH LEVEE MAKES TURN TO THE SOUTH, 72.0 FEET WEST OF
 KD0373'A 30-INCH TWIN ELM TREE, 88.0 FEET EAST OF A 20-INCH TWIN ELM
 KD0373'TREE, 11.0 FEET NORTHEAST, OF A 10-INCH WALNUT TREE, 50.0 FEET
 KD0373'SOUTHEAST OF A 36-INCH SYCAMORE TREE, 2.0 FEET NORTH OF A
 KD0373'REFERENCE POST, A COPPER BOLT LEADED INTO AN 18-INCH SQUARE
 KD0373'STONE WHICH IS SET 3 FEET UNDER GROUND AND ACCESS TO WHICH IS
 KD0373'HAD THROUGH A 4-INCH IRON PIPE BAERIN A MISSOURI RIVER COMMISSION
 KD0373'IRON CAP AND PROJECTING 1.0 FOOT ABOVE THE GROUND.  MARK IS
 KD0373'LOCATED 0.25 MILE NORTH ALONG A DIRT ROAD AND 0.5 MILE EAST
 KD0373'ALONG AN OLD FENCE LINE FROM BENCH MARK H 224.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0372 ***********************************************************************
 KD0372  DESIGNATION -  170 5 1/1 CAP
 KD0372  PID         -  KD0372
 KD0372  STATE/COUNTY-  MO/SALINE
 KD0372  USGS QUAD   -  MIAMI (1979)
 KD0372
 KD0372                         *CURRENT SURVEY CONTROL
 KD0372  ___________________________________________________________________
 KD0372* NAD 83(1986)-  39 22 13.     (N)    093 09 03.     (W)     SCALED    
 KD0372* NAVD 88     -       194.546  (meters)     638.27   (feet)  ADJUSTED  
 KD0372  ___________________________________________________________________
 KD0372  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0372  DYNAMIC HT  -         194.431 (meters)     637.90  (feet)  COMP
 KD0372  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 KD0372
 KD0372  VERT ORDER  -  FIRST     CLASS II
 KD0372
 KD0372.The horizontal coordinates were scaled from a topographic map and have
 KD0372.an estimated accuracy of +/- 6 seconds.
 KD0372
 KD0372.The orthometric height was determined by differential leveling
 KD0372.and adjusted by the National Geodetic Survey in June 1991..
 KD0372
 KD0372.The geoid height was determined by GEOID03.
 KD0372
 KD0372.The dynamic height is computed by dividing the NAVD 88
 KD0372.geopotential number by the normal gravity value computed on the
 KD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0372.degrees latitude (g = 980.6199 gals.).
 KD0372
 KD0372.The modeled gravity was interpolated from observed gravity values.
 KD0372
 KD0372;                    North         East    Units  Estimated Accuracy
 KD0372;SPC MO C     -   392,740.      443,920.      MT  (+/- 180 meters Scaled)
 KD0372
 KD0372                          SUPERSEDED SURVEY CONTROL
 KD0372
 KD0372  NGVD 29 (??/??/92)  194.53   (m)          638.2    (f) COMPUTED    1 2
 KD0372
 KD0372.Superseded values are not recommended for survey control.
 KD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0372.See file dsdata.txt to determine how the superseded data were derived.
 KD0372
 KD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD870578(NAD 83)
 KD0372_MARKER: P = PIPE CAP
 KD0372_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0372_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0372
 KD0372  HISTORY     - Date     Condition        Report By
 KD0372  HISTORY     - UNK      MONUMENTED       MORC
 KD0372  HISTORY     - 1948     GOOD             NGS
 KD0372
 KD0372                          STATION DESCRIPTION
 KD0372
 KD0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0372'6.7 MI E FROM MIAMI.
 KD0372'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0372'MIAMI TOLL BRIDGE AT MIAMI, THENCE 1.0 MILE NORTHEAST, 0.05
 KD0372'MILE SOUTH, 3.2 MILES EAST AND 2.15 MILES NORTH ALONG DIRT ROADS,
 KD0372'THENCE 0.25 MILE WEST ALONG A LEVEE ROAD AND FENCE LINE, ABOUT
 KD0372'0.3 MILE SOUTH OF AN EAST-WEST ROAD, 0.25 MILE WEST OF A BRIDGE
 KD0372'FOR NORTH-SOUTH ROAD ACROSS SALT BRANCH, ABOUT 250.0 FEET
 KD0372'(ESTIMATED) WEST OF POINT WHERE THE SALT BRANCH LEVEE MAKES TURN
 KD0372'TO SOUTH, 72.0 FEET WEST OF A 30-INCH TWIN ELM TREE, 88.0 FEET
 KD0372'EAST OF A 20-INCH TWIN ELM TREE, 11.0 FEET NORTHEAST OF A 10-INCH
 KD0372'WALNUT TREE, 50.0 FEET SOUTHEAST OF A 36-INCH SYCAMORE TREE, 2.0
 KD0372'FEET NORTH OF A REFERENCE POST, A MISSOURI RIVER COMMISSION
 KD0372'IRON CAP BOLTED ON TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 1.0 FOOT
 KD0372'ABOVE THE GROUND.  MARK IS 0.25 MILE NORTH ALONG A DIRT ROAD
 KD0372'AND 0.5 MILE EAST ALONG OLD FENCE LINE FROM BENCH MARK H224.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0478 ***********************************************************************
 KD0478  DESIGNATION -  171 B 52/3 BOLT
 KD0478  PID         -  KD0478
 KD0478  STATE/COUNTY-  MO/CARROLL
 KD0478  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD0478
 KD0478                         *CURRENT SURVEY CONTROL
 KD0478  ___________________________________________________________________
 KD0478* NAD 83(1986)-  39 22 58.     (N)    093 13 01.     (W)     SCALED    
 KD0478* NAVD 88     -       197.459  (meters)     647.83   (feet)  ADJUSTED  
 KD0478  ___________________________________________________________________
 KD0478  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0478  DYNAMIC HT  -         197.342 (meters)     647.45  (feet)  COMP
 KD0478  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 KD0478
 KD0478  VERT ORDER  -  FIRST     CLASS II
 KD0478
 KD0478.The horizontal coordinates were scaled from a topographic map and have
 KD0478.an estimated accuracy of +/- 6 seconds.
 KD0478
 KD0478.The orthometric height was determined by differential leveling
 KD0478.and adjusted by the National Geodetic Survey in June 1991..
 KD0478
 KD0478.The geoid height was determined by GEOID03.
 KD0478
 KD0478.The dynamic height is computed by dividing the NAVD 88
 KD0478.geopotential number by the normal gravity value computed on the
 KD0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0478.degrees latitude (g = 980.6199 gals.).
 KD0478
 KD0478.The modeled gravity was interpolated from observed gravity values.
 KD0478
 KD0478;                    North         East    Units  Estimated Accuracy
 KD0478;SPC MO C     -   394,170.      438,230.      MT  (+/- 180 meters Scaled)
 KD0478
 KD0478                          SUPERSEDED SURVEY CONTROL
 KD0478
 KD0478  NGVD 29 (??/??/92)  197.434  (m)          647.75   (f) ADJ UNCH    1 2
 KD0478
 KD0478.Superseded values are not recommended for survey control.
 KD0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0478.See file dsdata.txt to determine how the superseded data were derived.
 KD0478
 KD0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD813592(NAD 83)
 KD0478_MARKER: B = BOLT
 KD0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0478_SP_SET: STONE
 KD0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0478+STABILITY: SURFACE MOTION
 KD0478
 KD0478  HISTORY     - Date     Condition        Report By
 KD0478  HISTORY     - UNK      MONUMENTED       MORC
 KD0478  HISTORY     - 1948     GOOD             NGS
 KD0478
 KD0478                          STATION DESCRIPTION
 KD0478
 KD0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0478'AT DE WITT.
 KD0478'AT DE WITT, 325.0 FEET WEST OF THE NORTHWEST CORNER OF THE
 KD0478'WABASH RAILROAD STATION, AT THE FOOT OF THE BLUFF, 87.0 FEET
 KD0478'WEST OF THE NORTHWEST CORNER OF A HOUSE, 36.0 FEET SOUTH OF
 KD0478'THE CENTER LINE OF A STREET LEADING TO THE STATION, 16.0 FEET
 KD0478'SOUTH OF A FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST, A COPPER
 KD0478'BOLT LEADED IN TOP OF AN 18-INCH SQUARE STONE WHICH IS
 KD0478'UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 KD0478'COVERED WITH A MISSOURI RIVER COMMISSION IRON CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0477 ***********************************************************************
 KD0477  DESIGNATION -  171 B 52/3 CAP
 KD0477  PID         -  KD0477
 KD0477  STATE/COUNTY-  MO/CARROLL
 KD0477  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD0477
 KD0477                         *CURRENT SURVEY CONTROL
 KD0477  ___________________________________________________________________
 KD0477* NAD 83(1986)-  39 22 58.     (N)    093 13 01.     (W)     SCALED    
 KD0477* NAVD 88     -       198.700  (meters)     651.90   (feet)  ADJUSTED  
 KD0477  ___________________________________________________________________
 KD0477  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0477  DYNAMIC HT  -         198.582 (meters)     651.51  (feet)  COMP
 KD0477  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 KD0477
 KD0477  VERT ORDER  -  FIRST     CLASS II
 KD0477
 KD0477.The horizontal coordinates were scaled from a topographic map and have
 KD0477.an estimated accuracy of +/- 6 seconds.
 KD0477
 KD0477.The orthometric height was determined by differential leveling
 KD0477.and adjusted by the National Geodetic Survey in June 1991..
 KD0477
 KD0477.The geoid height was determined by GEOID03.
 KD0477
 KD0477.The dynamic height is computed by dividing the NAVD 88
 KD0477.geopotential number by the normal gravity value computed on the
 KD0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0477.degrees latitude (g = 980.6199 gals.).
 KD0477
 KD0477.The modeled gravity was interpolated from observed gravity values.
 KD0477
 KD0477;                    North         East    Units  Estimated Accuracy
 KD0477;SPC MO C     -   394,170.      438,230.      MT  (+/- 180 meters Scaled)
 KD0477
 KD0477                          SUPERSEDED SURVEY CONTROL
 KD0477
 KD0477  NGVD 29 (??/??/92)  198.676  (m)          651.82   (f) ADJ UNCH    1 2
 KD0477
 KD0477.Superseded values are not recommended for survey control.
 KD0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0477.See file dsdata.txt to determine how the superseded data were derived.
 KD0477
 KD0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD813592(NAD 83)
 KD0477_MARKER: P = PIPE CAP
 KD0477_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0477_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0477
 KD0477  HISTORY     - Date     Condition        Report By
 KD0477  HISTORY     - UNK      MONUMENTED       MORC
 KD0477  HISTORY     - 1948     GOOD             NGS
 KD0477  HISTORY     - 1964     GOOD             NGS
 KD0477
 KD0477                          STATION DESCRIPTION
 KD0477
 KD0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0477'AT DE WITT.
 KD0477'AT DE WITT, 325.0 FEET WEST OF THE NORTHWEST CORNER OF THE
 KD0477'WABASH RAILROAD STATION, AT THE FOOT OF THE BLUFF, 87.0
 KD0477'FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 36.0 FEET SOUTH
 KD0477'OF THE CENTER LINE OF A STREET LEADING TO THE STATION, 16.0
 KD0477'FEET SOUTH OF A FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST,
 KD0477'AN IRON CAP BOLTED ON TOP OF A 4-INCH IRON PIPE WHICH PROJECTS
 KD0477'0.3 FOOT ABOVE THE GROUND.
 KD0477
 KD0477                          STATION RECOVERY (1964)
 KD0477
 KD0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0381 ***********************************************************************
 KD0381  DESIGNATION -  172 BOLT
 KD0381  PID         -  KD0381
 KD0381  STATE/COUNTY-  MO/SALINE
 KD0381  USGS QUAD   -  MIAMI (1979)
 KD0381
 KD0381                         *CURRENT SURVEY CONTROL
 KD0381  ___________________________________________________________________
 KD0381* NAD 83(1986)-  39 20 44.     (N)    093 12 11.     (W)     SCALED    
 KD0381* NAVD 88     -       194.447  (meters)     637.95   (feet)  ADJUSTED  
 KD0381  ___________________________________________________________________
 KD0381  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0381  DYNAMIC HT  -         194.331 (meters)     637.57  (feet)  COMP
 KD0381  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
 KD0381
 KD0381  VERT ORDER  -  FIRST     CLASS II
 KD0381
 KD0381.The horizontal coordinates were scaled from a topographic map and have
 KD0381.an estimated accuracy of +/- 6 seconds.
 KD0381
 KD0381.The orthometric height was determined by differential leveling
 KD0381.and adjusted by the National Geodetic Survey in June 1991..
 KD0381
 KD0381.The geoid height was determined by GEOID03.
 KD0381
 KD0381.The dynamic height is computed by dividing the NAVD 88
 KD0381.geopotential number by the normal gravity value computed on the
 KD0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0381.degrees latitude (g = 980.6199 gals.).
 KD0381
 KD0381.The modeled gravity was interpolated from observed gravity values.
 KD0381
 KD0381;                    North         East    Units  Estimated Accuracy
 KD0381;SPC MO C     -   390,030.      439,400.      MT  (+/- 180 meters Scaled)
 KD0381
 KD0381                          SUPERSEDED SURVEY CONTROL
 KD0381
 KD0381  NGVD 29 (??/??/92)  194.429  (m)          637.89   (f) ADJ UNCH    1 2
 KD0381
 KD0381.Superseded values are not recommended for survey control.
 KD0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0381.See file dsdata.txt to determine how the superseded data were derived.
 KD0381
 KD0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD825551(NAD 83)
 KD0381_MARKER: B = BOLT
 KD0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0381_SP_SET: STONE
 KD0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0381+STABILITY: SURFACE MOTION
 KD0381
 KD0381  HISTORY     - Date     Condition        Report By
 KD0381  HISTORY     - UNK      MONUMENTED       MORC
 KD0381  HISTORY     - 1948     GOOD             NGS
 KD0381
 KD0381                          STATION DESCRIPTION
 KD0381
 KD0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0381'2 MI NE FROM MIAMI.
 KD0381'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0381'MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0381'1.0 MILE NORTHEAST, 0.7 MILE NORTH AND 0.25 MILE EAST ALONG
 KD0381'DIRT ROADS, 0.15 MILE EAST OF BENCH MARK E 224, SOUTHEAST OF
 KD0381'POINT WHERE THE ROAD FROM THE WEST MAKES A 90-DEGREE TURN TO
 KD0381'THE NORTH, IN A FENCE CORNER, 23.0 FEET EAST OF THE EXTENSION
 KD0381'TO SOUTH OF THE CENTER LINE OF THE ROAD LEADING NORTH, 21.0 FEET
 KD0381'SOUTH OF THE EXTENSION TO EAST OF THE CENTER LINE OF THE ROAD
 KD0381'LEADING WEST, 12.0 FEET EAST OF A 36-INCH PECAN TREE, 17.0 FEET
 KD0381'NORTHWEST OF A 36-INCH PECAN TREE, 3.0 FEET NORTH OF A CORNER
 KD0381'FENCE POST, 2.0 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 KD0381'OF AN 18-INCH SQUARE STONE WHICH IS 3 FEET UNDERGROUND AND ACCESS
 KD0381'TO WHICH IS HAD THROUGH A 4-INCH IRON MISSOURI RIVER COMMISSION
 KD0381'PIPE WHICH HAS AN IRON CAP.  THE IRON PIPE PROJECTS 1.0 FOOT
 KD0381'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0380 ***********************************************************************
 KD0380  DESIGNATION -  172 CAP
 KD0380  PID         -  KD0380
 KD0380  STATE/COUNTY-  MO/SALINE
 KD0380  USGS QUAD   -  MIAMI (1979)
 KD0380
 KD0380                         *CURRENT SURVEY CONTROL
 KD0380  ___________________________________________________________________
 KD0380* NAD 83(1986)-  39 20 44.     (N)    093 12 11.     (W)     SCALED    
 KD0380* NAVD 88     -       195.689  (meters)     642.02   (feet)  ADJUSTED  
 KD0380  ___________________________________________________________________
 KD0380  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0380  DYNAMIC HT  -         195.572 (meters)     641.64  (feet)  COMP
 KD0380  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
 KD0380
 KD0380  VERT ORDER  -  FIRST     CLASS II
 KD0380
 KD0380.The horizontal coordinates were scaled from a topographic map and have
 KD0380.an estimated accuracy of +/- 6 seconds.
 KD0380
 KD0380.The orthometric height was determined by differential leveling
 KD0380.and adjusted by the National Geodetic Survey in June 1991..
 KD0380
 KD0380.The geoid height was determined by GEOID03.
 KD0380
 KD0380.The dynamic height is computed by dividing the NAVD 88
 KD0380.geopotential number by the normal gravity value computed on the
 KD0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0380.degrees latitude (g = 980.6199 gals.).
 KD0380
 KD0380.The modeled gravity was interpolated from observed gravity values.
 KD0380
 KD0380;                    North         East    Units  Estimated Accuracy
 KD0380;SPC MO C     -   390,030.      439,400.      MT  (+/- 180 meters Scaled)
 KD0380
 KD0380                          SUPERSEDED SURVEY CONTROL
 KD0380
 KD0380  NGVD 29 (??/??/92)  195.671  (m)          641.96   (f) ADJ UNCH    1 2
 KD0380
 KD0380.Superseded values are not recommended for survey control.
 KD0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0380.See file dsdata.txt to determine how the superseded data were derived.
 KD0380
 KD0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD825551(NAD 83)
 KD0380_MARKER: P = PIPE CAP
 KD0380_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0380_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0380
 KD0380  HISTORY     - Date     Condition        Report By
 KD0380  HISTORY     - UNK      MONUMENTED       MORC
 KD0380  HISTORY     - 1948     GOOD             NGS
 KD0380
 KD0380                          STATION DESCRIPTION
 KD0380
 KD0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0380'2 MI NE FROM MIAMI.
 KD0380'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0380'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0380'1.0 MILE NORTHEAST, 0.7 MILE NORTH AND 0.25 MILE EAST ALONG
 KD0380'DIRT ROADS, 0.15 MILE EAST OF BENCH MARK E 224, SOUTHEAST OF
 KD0380'POINT WHERE THE ROAD FROM THE WEST MAKES A 90-DEGREE TURN TO THE
 KD0380'NORTH, IN A FENCE CORNER, 23.0 FEET EAST OF THE EXTENSION TO
 KD0380'SOUTH OF THE CENTER LINE OF THE ROAD LEADING NORTH, 21.0 FEET
 KD0380'SOUTH OF THE EXTENSION TO THE EAST OF THE CENTER LINE OF THE
 KD0380'ROAD LEADING WEST, 12.0 FEET EAST OF A 36-INCH PECAN TREE, 17.0
 KD0380'FEET NORTHWEST OF A 36-INCH PECAN TREE, 3.0 FEET NORTH OF THE
 KD0380'FENCE CORNER POST, 2.0 FEET EAST OF A REFERENCE POST, PROJECTS
 KD0380'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0387 ***********************************************************************
 KD0387  DESIGNATION -  175 BOLT
 KD0387  PID         -  KD0387
 KD0387  STATE/COUNTY-  MO/SALINE
 KD0387  USGS QUAD   -  MIAMI (1979)
 KD0387
 KD0387                         *CURRENT SURVEY CONTROL
 KD0387  ___________________________________________________________________
 KD0387* NAD 83(1986)-  39 19 31.     (N)    093 13 41.     (W)     SCALED    
 KD0387* NAVD 88     -       196.307  (meters)     644.05   (feet)  POSTED    
 KD0387  ___________________________________________________________________
 KD0387  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0387  DYNAMIC HT  -         196.190 (meters)     643.67  (feet)  COMP
 KD0387  MODELED GRAV-     980,022.6   (mgal)                       NAVD 88
 KD0387
 KD0387  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KD0387
 KD0387.The horizontal coordinates were scaled from a topographic map and have
 KD0387.an estimated accuracy of +/- 6 seconds.
 KD0387
 KD0387.The orthometric height was determined by differential leveling
 KD0387.and adjusted by the National Geodetic Survey in 1992..
 KD0387.No vertical observational check was made to the station.
 KD0387.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KD0387.was located on a no-check spur therefore a value was not computed.
 KD0387
 KD0387.The geoid height was determined by GEOID03.
 KD0387
 KD0387.The dynamic height is computed by dividing the NAVD 88
 KD0387.geopotential number by the normal gravity value computed on the
 KD0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0387.degrees latitude (g = 980.6199 gals.).
 KD0387
 KD0387.The modeled gravity was interpolated from observed gravity values.
 KD0387
 KD0387;                    North         East    Units  Estimated Accuracy
 KD0387;SPC MO C     -   387,790.      437,230.      MT  (+/- 180 meters Scaled)
 KD0387
 KD0387                          SUPERSEDED SURVEY CONTROL
 KD0387
 KD0387  NGVD 29 (??/??/92)  196.288  (m)          643.99   (f) ADJ UNCH    1 2
 KD0387
 KD0387.Superseded values are not recommended for survey control.
 KD0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0387.See file dsdata.txt to determine how the superseded data were derived.
 KD0387
 KD0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD803528(NAD 83)
 KD0387_MARKER: B = BOLT
 KD0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0387_SP_SET: STONE
 KD0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0387+STABILITY: SURFACE MOTION
 KD0387
 KD0387  HISTORY     - Date     Condition        Report By
 KD0387  HISTORY     - UNK      MONUMENTED       MORC
 KD0387  HISTORY     - 1948     GOOD             NGS
 KD0387
 KD0387                          STATION DESCRIPTION
 KD0387
 KD0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0387'AT MIAMI.
 KD0387'AT MIAMI, 0.25 MILE NORTHEAST OF THE NORTH END OF MAIN STREET,
 KD0387'AT THE NORTHEAST CORNER OF THE BUILDING WHICH WAS FORMERLY
 KD0387'THE WAREHOUSE OF DR. SULLIVAN AND WHICH IS NOW OWNED BY HIS
 KD0387'ESTATE, 2.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE BRICK
 KD0387'BUILDING, ABOUT 300.0 FEET SOUTH OF THE BANK OF THE MISSOURI
 KD0387'RIVER, 60.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING
 KD0387'TO OLD FERRY LANDING, 2.0 FEET NORTHWEST OF A REFERENCE POST,
 KD0387'A COPPER BOLT LEADED IN THE TOP OF AN 18-INCH SQUARE STONE WHICH
 KD0387'IS SET ABOUT 3 FEET UNDERGROUND AND ACCESS TO WHICH IS HAD
 KD0387'THROUGH AN IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND AND
 KD0387'BEARING A MISSOURI RIVER COMMISSION IRON CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0386 ***********************************************************************
 KD0386  DESIGNATION -  175 CAP
 KD0386  PID         -  KD0386
 KD0386  STATE/COUNTY-  MO/SALINE
 KD0386  USGS QUAD   -  MIAMI (1979)
 KD0386
 KD0386                         *CURRENT SURVEY CONTROL
 KD0386  ___________________________________________________________________
 KD0386* NAD 83(1986)-  39 19 31.     (N)    093 13 41.     (W)     SCALED    
 KD0386* NAVD 88     -       197.558  (meters)     648.15   (feet)  POSTED    
 KD0386  ___________________________________________________________________
 KD0386  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0386  DYNAMIC HT  -         197.440 (meters)     647.77  (feet)  COMP
 KD0386  MODELED GRAV-     980,022.6   (mgal)                       NAVD 88
 KD0386
 KD0386  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KD0386
 KD0386.The horizontal coordinates were scaled from a topographic map and have
 KD0386.an estimated accuracy of +/- 6 seconds.
 KD0386
 KD0386.The orthometric height was determined by differential leveling
 KD0386.and adjusted by the National Geodetic Survey in 1992..
 KD0386.No vertical observational check was made to the station.
 KD0386.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KD0386.was located on a no-check spur therefore a value was not computed.
 KD0386
 KD0386.The geoid height was determined by GEOID03.
 KD0386
 KD0386.The dynamic height is computed by dividing the NAVD 88
 KD0386.geopotential number by the normal gravity value computed on the
 KD0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0386.degrees latitude (g = 980.6199 gals.).
 KD0386
 KD0386.The modeled gravity was interpolated from observed gravity values.
 KD0386
 KD0386;                    North         East    Units  Estimated Accuracy
 KD0386;SPC MO C     -   387,790.      437,230.      MT  (+/- 180 meters Scaled)
 KD0386
 KD0386                          SUPERSEDED SURVEY CONTROL
 KD0386
 KD0386  NGVD 29 (??/??/92)  197.538  (m)          648.09   (f) ADJ UNCH    1 2
 KD0386
 KD0386.Superseded values are not recommended for survey control.
 KD0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0386.See file dsdata.txt to determine how the superseded data were derived.
 KD0386
 KD0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD803528(NAD 83)
 KD0386_MARKER: P = PIPE CAP
 KD0386_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0386_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0386
 KD0386  HISTORY     - Date     Condition        Report By
 KD0386  HISTORY     - UNK      MONUMENTED       MORC
 KD0386  HISTORY     - 1948     GOOD             NGS
 KD0386
 KD0386                          STATION DESCRIPTION
 KD0386
 KD0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0386'AT MIAMI.
 KD0386'AT MIAMI, 0.25 MILE NORTHEAST OF THE NORTH END OF MAIN STREET,
 KD0386'AT THE NORTHEAST CORNER OF THE BUILDING WHICH WAS FORMERLY THE
 KD0386'WAREHOUSE OF DR. SULLIVAN AND WHICH IS NOW OWNED BY HIS ESTATE,
 KD0386'2.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE BRICK BUILDING,
 KD0386'ABOUT 300.0 FEET SOUTH OF THE BANK OF THE MISSOURI RIVER, 60.0
 KD0386'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING TO OLD
 KD0386'FERRY LANDING, 2.0 FEET NORTHWEST OF A REFERENCE POST, AN IRON
 KD0386'CAP BOLTED ON TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 0.8 FOOT
 KD0386'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0308 ***********************************************************************
 GF0308  DESIGNATION -  1779
 GF0308  PID         -  GF0308
 GF0308  STATE/COUNTY-  MO/STONE
 GF0308  USGS QUAD   -  GALENA (1956)
 GF0308
 GF0308                         *CURRENT SURVEY CONTROL
 GF0308  ___________________________________________________________________
 GF0308* NAD 83(1986)-  36 45 01.     (N)    093 22 46.     (W)     SCALED    
 GF0308* NAVD 88     -       358.700  (meters)    1176.83   (feet)  ADJUSTED  
 GF0308  ___________________________________________________________________
 GF0308  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GF0308  DYNAMIC HT  -         358.393 (meters)    1175.83  (feet)  COMP
 GF0308  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 GF0308
 GF0308  VERT ORDER  -  SECOND    CLASS 0
 GF0308
 GF0308.The horizontal coordinates were scaled from a topographic map and have
 GF0308.an estimated accuracy of +/- 6 seconds.
 GF0308
 GF0308.The orthometric height was determined by differential leveling
 GF0308.and adjusted by the National Geodetic Survey in June 1991..
 GF0308
 GF0308.The geoid height was determined by GEOID03.
 GF0308
 GF0308.The dynamic height is computed by dividing the NAVD 88
 GF0308.geopotential number by the normal gravity value computed on the
 GF0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0308.degrees latitude (g = 980.6199 gals.).
 GF0308
 GF0308.The modeled gravity was interpolated from observed gravity values.
 GF0308
 GF0308;                    North         East    Units  Estimated Accuracy
 GF0308;SPC MO C     -   102,100.      421,470.      MT  (+/- 180 meters Scaled)
 GF0308
 GF0308                          SUPERSEDED SURVEY CONTROL
 GF0308
 GF0308  NGVD 29 (??/??/92)  358.557  (m)         1176.37   (f) ADJ UNCH    2 0
 GF0308
 GF0308.Superseded values are not recommended for survey control.
 GF0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0308.See file dsdata.txt to determine how the superseded data were derived.
 GF0308
 GF0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA661672(NAD 83)
 GF0308_MARKER: DB = BENCH MARK DISK
 GF0308_SETTING: 80 = SET IN A BOULDER
 GF0308_SP_SET: BOULDER
 GF0308_STAMPING: 1179 ADJ 1903
 GF0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0308+STABILITY: SURFACE MOTION
 GF0308
 GF0308  HISTORY     - Date     Condition        Report By
 GF0308  HISTORY     - 1903     MONUMENTED       USGS
 GF0308
 GF0308                          STATION DESCRIPTION
 GF0308
 GF0308'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 GF0308'AT REEDS SPRING.
 GF0308'AT REEDS SPRING, STONE COUNTY, ON STATE HIGHWAY 13, 0.1 MILE
 GF0308'NORTH OF THE SPRING AT THE VILLAGE CENTER, 127 FEET WEST OF THE
 GF0308'CENTERLINE OF THE HIGHWAY, 31 FEET NORTH OF THE NORTHWEST CORNER
 GF0308'OF A CONCRETE BLOCK GARAGE, 27.8 FEET WEST OF THE SOUTHWEST CORNER
 GF0308'OF A ONE-STORY FRAME HOUSE NORTH OF THE TWO-STORY GARAGE, AND IN
 GF0308'A LIMESTONE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GF0308'DISK, STAMPED 1179 ADJ. 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0400 ***********************************************************************
 KD0400  DESIGNATION -  178 BOLT
 KD0400  PID         -  KD0400
 KD0400  STATE/COUNTY-  MO/SALINE
 KD0400  USGS QUAD   -  MIAMI STATION (1978)
 KD0400
 KD0400                         *CURRENT SURVEY CONTROL
 KD0400  ___________________________________________________________________
 KD0400* NAD 83(1986)-  39 16 10.     (N)    093 17 38.     (W)     SCALED    
 KD0400* NAVD 88     -       197.130  (meters)     646.75   (feet)  POSTED    
 KD0400  ___________________________________________________________________
 KD0400  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0400  DYNAMIC HT  -         197.010 (meters)     646.36  (feet)  COMP
 KD0400  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 KD0400
 KD0400  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KD0400
 KD0400.The horizontal coordinates were scaled from a topographic map and have
 KD0400.an estimated accuracy of +/- 6 seconds.
 KD0400
 KD0400.The orthometric height was determined by differential leveling
 KD0400.and adjusted by the National Geodetic Survey in 1992..
 KD0400.No vertical observational check was made to the station.
 KD0400.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KD0400.was located on a no-check spur therefore a value was not computed.
 KD0400
 KD0400.The geoid height was determined by GEOID03.
 KD0400
 KD0400.The dynamic height is computed by dividing the NAVD 88
 KD0400.geopotential number by the normal gravity value computed on the
 KD0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0400.degrees latitude (g = 980.6199 gals.).
 KD0400
 KD0400.The modeled gravity was interpolated from observed gravity values.
 KD0400
 KD0400;                    North         East    Units  Estimated Accuracy
 KD0400;SPC MO C     -   381,640.      431,490.      MT  (+/- 180 meters Scaled)
 KD0400
 KD0400                          SUPERSEDED SURVEY CONTROL
 KD0400
 KD0400  NGVD 29 (??/??/92)  197.085  (m)          646.60   (f) ADJ UNCH    1 2
 KD0400
 KD0400.Superseded values are not recommended for survey control.
 KD0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0400.See file dsdata.txt to determine how the superseded data were derived.
 KD0400
 KD0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD746467(NAD 83)
 KD0400_MARKER: B = BOLT
 KD0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0400_SP_SET: STONE
 KD0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0400+STABILITY: SURFACE MOTION
 KD0400
 KD0400  HISTORY     - Date     Condition        Report By
 KD0400  HISTORY     - UNK      MONUMENTED       MORC
 KD0400  HISTORY     - 1948     GOOD             NGS
 KD0400
 KD0400                          STATION DESCRIPTION
 KD0400
 KD0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0400'7.8 MI SW FROM MIAMI.
 KD0400'1.0 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0400'MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE 0.4
 KD0400'MILE WEST, 0.5 MILE SOUTH, 0.2 MILE WEST, 0.2 MILE SOUTH, 0.3 MILE
 KD0400'WEST AND 0.7 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE NORTHWEST
 KD0400'ALONG THE COON HOLLOW ROAD, THENCE 1.2 MILE SOUTHWEST ALONG A
 KD0400'ROAD FOLLOWING THE FOOT OF THE BLUFF, THENCE 0.3 MILE WEST
 KD0400'ALONG A ROAD FOLLOWING A LEVEE, THENCE 0.5 MILE SOUTH ALONG A ROAD
 KD0400'FOLLOWING THE VAN METER DRAINAGE DITCH, THENCE 1.1 MILE WEST ALONG
 KD0400'A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, 1.0 MILE
 KD0400'EAST OF BENCH MARK N 213, 0.15 MILE SOUTH OF THE HOME OF A MR.
 KD0400'STOCKMAN, ABOUT 120.0 FEET SOUTHEAST OF A ROAD JUNCTION, 100.0
 KD0400'FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE OWNED BY A MR.
 KD0400'MESCHEDE, ALONG THE EDGE OF A DRIVEWAY, 46.0 FEET WEST OF A 20-INCH
 KD0400'WALNUT TREE, 38.0 FEET NORTH OF A 30-INCH WALNUT TREE, 36.0 FEET
 KD0400'SOUTHWEST OF A 16-INCH WALNUT TREE, 28.0 FEET SOUTH OF A FENCE
 KD0400'CORNER, 1.0 FOOT EAST OF A REFERENCE POST, A COPPER BOLT LEADED INTO
 KD0400'AN 18-INCH SQUARE STONE WHICH IS 3 FEET UNDERGROUND AND TO WHICH
 KD0400'ACCESS IS HAD THROUGH A 4-INCH IRON PIPE BEARING A MISSOURI RIVER
 KD0400'COMMISSION IRON CAP AND PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0399 ***********************************************************************
 KD0399  DESIGNATION -  178 CAP
 KD0399  PID         -  KD0399
 KD0399  STATE/COUNTY-  MO/SALINE
 KD0399  USGS QUAD   -  MIAMI STATION (1978)
 KD0399
 KD0399                         *CURRENT SURVEY CONTROL
 KD0399  ___________________________________________________________________
 KD0399* NAD 83(1986)-  39 16 10.     (N)    093 17 37.     (W)     SCALED    
 KD0399* NAVD 88     -       198.362  (meters)     650.79   (feet)  POSTED    
 KD0399  ___________________________________________________________________
 KD0399  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0399  DYNAMIC HT  -         198.240 (meters)     650.39  (feet)  COMP
 KD0399  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 KD0399
 KD0399  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0399
 KD0399.The horizontal coordinates were scaled from a topographic map and have
 KD0399.an estimated accuracy of +/- 6 seconds.
 KD0399
 KD0399.The orthometric height was determined by differential leveling
 KD0399.and adjusted by the National Geodetic Survey in 1992..
 KD0399.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0399.rate of 2.1 thru 3.0 mm/km.
 KD0399
 KD0399.The geoid height was determined by GEOID03.
 KD0399
 KD0399.The dynamic height is computed by dividing the NAVD 88
 KD0399.geopotential number by the normal gravity value computed on the
 KD0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0399.degrees latitude (g = 980.6199 gals.).
 KD0399
 KD0399.The modeled gravity was interpolated from observed gravity values.
 KD0399
 KD0399;                    North         East    Units  Estimated Accuracy
 KD0399;SPC MO C     -   381,640.      431,520.      MT  (+/- 180 meters Scaled)
 KD0399
 KD0399                          SUPERSEDED SURVEY CONTROL
 KD0399
 KD0399  NGVD 29 (??/??/92)  198.315  (m)          650.64   (f) ADJ UNCH    1 2
 KD0399
 KD0399.Superseded values are not recommended for survey control.
 KD0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0399.See file dsdata.txt to determine how the superseded data were derived.
 KD0399
 KD0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD746467(NAD 83)
 KD0399_MARKER: P = PIPE CAP
 KD0399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0399
 KD0399  HISTORY     - Date     Condition        Report By
 KD0399  HISTORY     - UNK      MONUMENTED       MORC
 KD0399  HISTORY     - 1948     GOOD             NGS
 KD0399
 KD0399                          STATION DESCRIPTION
 KD0399
 KD0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0399'7.8 MI SW FROM MIAMI.
 KD0399'1.0 MILE SOUTH ALONG THE STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0399'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0399'0.4 MILE WEST, 0.5 MILE SOUTH, 0.2 MILE WEST, 0.2 MILE SOUTH,
 KD0399'0.3 MILE WEST AND 0.7 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9
 KD0399'MILE NORTHWEST ALONG THE COON HOLLOW ROAD, THENCE 1.2 MILE SOUTHWEST
 KD0399'ALONG A ROAD FOLLOWING THE FOOT OF THE BLUFF, THENCE 0.3 MILE WEST
 KD0399'ALONG A ROAD FOLLOWING A LEVEE, THENCE 0.5 MILE SOUTH ALONG A ROAD
 KD0399'FOLLOWING THE VAN METER DRAINAGE DITCH, THENCE 1.1 MILE WEST ALONG
 KD0399'A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, 1.0 MILE
 KD0399'EAST OF BENCH MARK N 213, 0.15 MILE SOUTH OF THE HOME OF A MR.
 KD0399'STOCKMAN, ABOUT 120.0 FEET SOUTHEAST OF A ROAD JUNCTION, 100.0 FEET
 KD0399'NORTH OF THE NORTHEAST CORNER OF A HOUSE OWNED BY A MR. MESCHEDE,
 KD0399'ALONG THE EDGE OF A DRIVEWAY, 46.0 FEET WEST OF A 20-INCH WALNUT TREE,
 KD0399'38.0 FEET NORTH OF A 30-INCH WALNUT TREE, 36.0 FEET SOUTHWEST OF A
 KD0399'16-INCH WALNUT TREE, 28.0 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT
 KD0399'EAST OF A REFERENCE POST, A MISSOURI RIVER COMMISSION IRON CAP
 KD0399'BOLTED TO THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 0.9 FOOT
 KD0399'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0166 ***********************************************************************
 JE0166  DESIGNATION -  18 A RESET
 JE0166  PID         -  JE0166
 JE0166  STATE/COUNTY-  MO/CASS
 JE0166  USGS QUAD   -  PECULIAR (1981)
 JE0166
 JE0166                         *CURRENT SURVEY CONTROL
 JE0166  ___________________________________________________________________
 JE0166* NAD 83(1986)-  38 40 26.     (N)    094 24 58.     (W)     SCALED    
 JE0166* NAVD 88     -       270.78   (meters)     888.4    (feet)  RESET     
 JE0166  ___________________________________________________________________
 JE0166  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0166
 JE0166  VERT ORDER  -  THIRD
 JE0166
 JE0166.The horizontal coordinates were scaled from a topographic map and have
 JE0166.an estimated accuracy of +/- 6 seconds.
 JE0166
 JE0166.The orthometric height was computed from unverified reset data.
 JE0166
 JE0166.The geoid height was determined by GEOID03.
 JE0166
 JE0166;                    North         East    Units  Estimated Accuracy
 JE0166;SPC MO W     -   278,250.      857,300.      MT  (+/- 180 meters Scaled)
 JE0166
 JE0166                          SUPERSEDED SURVEY CONTROL
 JE0166
 JE0166.No superseded survey control is available for this station.
 JE0166
 JE0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC768815(NAD 83)
 JE0166_MARKER: DB = BENCH MARK DISK
 JE0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0166_STAMPING: 18 A USGS RESET 1965
 JE0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0166+STABILITY: SURFACE MOTION
 JE0166
 JE0166  HISTORY     - Date     Condition        Report By
 JE0166  HISTORY     - 1965     MONUMENTED       CGS
 JE0166
 JE0166                          STATION DESCRIPTION
 JE0166
 JE0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JE0166'3.6 MI NW FROM HARRISONVILLE.
 JE0166'ABOUT 3.6 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JE0166'RAILWAY FROM HARRISONVILLE, 74 FEET SOUTH OF THE CENTERLINE
 JE0166'OF U.S. HIGHWAY 71, 12.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 JE0166'TRACK, 11.5 FEET EAST OF THE CENTER OF FARM ROAD WHICH LEADS
 JE0166'SOUTH OF A FARM HOUSE ON THE TOP OF HILL, AND 1.5 FEET SOUTH
 JE0166'OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP
 JE0166'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  THE MARK
 JE0166'CAN BE REACH FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND BYPASS
 JE0166'71 AT THE NORTHWEST SIDE OF HARRISONVILLE, GO WEST ON U.S. HIGHWAY
 JE0166'71 FOR 2.0 MILES TO A FARM ROAD AND THE BENCH MARK ON THE LEFT.
 JE0166'THE MARK WAS MOVED 245.8 FEET, MAGNETIC COMPASS BEARING 258
 JE0166'DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0137 ***********************************************************************
 JC0137  DESIGNATION -  18 BOLT
 JC0137  PID         -  JC0137
 JC0137  STATE/COUNTY-  MO/ST LOUIS
 JC0137  USGS QUAD   -  ST CHARLES (1994)
 JC0137
 JC0137                         *CURRENT SURVEY CONTROL
 JC0137  ___________________________________________________________________
 JC0137* NAD 83(1986)-  38 47 09.     (N)    090 28 09.     (W)     SCALED    
 JC0137* NAVD 88     -       132.601  (meters)     435.04   (feet)  ADJUSTED  
 JC0137  ___________________________________________________________________
 JC0137  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JC0137  DYNAMIC HT  -         132.519 (meters)     434.77  (feet)  COMP
 JC0137  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JC0137
 JC0137  VERT ORDER  -  SECOND    CLASS 0
 JC0137
 JC0137.The horizontal coordinates were scaled from a topographic map and have
 JC0137.an estimated accuracy of +/- 6 seconds.
 JC0137
 JC0137.The orthometric height was determined by differential leveling
 JC0137.and adjusted by the National Geodetic Survey in June 1991..
 JC0137
 JC0137.The geoid height was determined by GEOID03.
 JC0137
 JC0137.The dynamic height is computed by dividing the NAVD 88
 JC0137.geopotential number by the normal gravity value computed on the
 JC0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0137.degrees latitude (g = 980.6199 gals.).
 JC0137
 JC0137.The modeled gravity was interpolated from observed gravity values.
 JC0137
 JC0137;                    North         East    Units  Estimated Accuracy
 JC0137;SPC MO E     -   327,660.      252,680.      MT  (+/- 180 meters Scaled)
 JC0137
 JC0137                          SUPERSEDED SURVEY CONTROL
 JC0137
 JC0137  NGVD 29 (??/??/92)  132.620  (m)          435.10   (f) ADJ UNCH    2 0
 JC0137
 JC0137.Superseded values are not recommended for survey control.
 JC0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0137.See file dsdata.txt to determine how the superseded data were derived.
 JC0137
 JC0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC198960(NAD 83)
 JC0137_MARKER: B = BOLT
 JC0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0137_SP_SET: STONE
 JC0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0137+STABILITY: SURFACE MOTION
 JC0137
 JC0137  HISTORY     - Date     Condition        Report By
 JC0137  HISTORY     - UNK      MONUMENTED       MORC
 JC0137  HISTORY     - 1935     GOOD             NGS
 JC0137
 JC0137                          STATION DESCRIPTION
 JC0137
 JC0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0137'NEAR ST CHARLES.
 JC0137'IN ST. LOUIS COUNTY, OPPOSITE ST. CHARLES, ST. CHARLES COUNTY,
 JC0137'AT A 90-DEGREE TURN IN THE MISSOURI BOTTOM ROAD, ABOUT 210 FEET
 JC0137'NORTH OF THE FORMER LOCATION OF THE WABASH RAILROAD TRESTLE,
 JC0137'10 FEET NORTH OF A SIDE ROAD TO THE NORTH, AND 7.5 FEET EAST
 JC0137'OF A LARGE DEAD ELM TREE.  A COPPER BOLT LEADED IN THE TOP OF A
 JC0137'STONE 18 INCHES SQUARE AND SET ABOUT 4 FEET UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0138 ***********************************************************************
 JC0138  DESIGNATION -  18 CAP
 JC0138  PID         -  JC0138
 JC0138  STATE/COUNTY-  MO/ST LOUIS
 JC0138  USGS QUAD   -  ST CHARLES (1994)
 JC0138
 JC0138                         *CURRENT SURVEY CONTROL
 JC0138  ___________________________________________________________________
 JC0138* NAD 83(1986)-  38 47 09.     (N)    090 28 09.     (W)     SCALED    
 JC0138* NAVD 88     -       133.833  (meters)     439.08   (feet)  ADJUSTED  
 JC0138  ___________________________________________________________________
 JC0138  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JC0138  DYNAMIC HT  -         133.750 (meters)     438.81  (feet)  COMP
 JC0138  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JC0138
 JC0138  VERT ORDER  -  SECOND    CLASS 0
 JC0138
 JC0138.The horizontal coordinates were scaled from a topographic map and have
 JC0138.an estimated accuracy of +/- 6 seconds.
 JC0138
 JC0138.The orthometric height was determined by differential leveling
 JC0138.and adjusted by the National Geodetic Survey in June 1991..
 JC0138
 JC0138.The geoid height was determined by GEOID03.
 JC0138
 JC0138.The dynamic height is computed by dividing the NAVD 88
 JC0138.geopotential number by the normal gravity value computed on the
 JC0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0138.degrees latitude (g = 980.6199 gals.).
 JC0138
 JC0138.The modeled gravity was interpolated from observed gravity values.
 JC0138
 JC0138;                    North         East    Units  Estimated Accuracy
 JC0138;SPC MO E     -   327,660.      252,680.      MT  (+/- 180 meters Scaled)
 JC0138
 JC0138                          SUPERSEDED SURVEY CONTROL
 JC0138
 JC0138  NGVD 29 (??/??/92)  133.852  (m)          439.15   (f) ADJ UNCH    2 0
 JC0138
 JC0138.Superseded values are not recommended for survey control.
 JC0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0138.See file dsdata.txt to determine how the superseded data were derived.
 JC0138
 JC0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC198960(NAD 83)
 JC0138_MARKER: P = PIPE CAP
 JC0138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0138_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0138
 JC0138  HISTORY     - Date     Condition        Report By
 JC0138  HISTORY     - UNK      MONUMENTED       MORC
 JC0138  HISTORY     - 1935     GOOD             NGS
 JC0138  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JC0138
 JC0138                          STATION DESCRIPTION
 JC0138
 JC0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0138'NEAR ST CHARLES.
 JC0138'IN ST. LOUIS COUNTY, OPPOSITE ST. CHARLES, ST. CHARLES COUNTY,
 JC0138'AT A 90-DEGREE TURN IN THE MISSOURI BOTTOM ROAD, ABOUT 210 FEET
 JC0138'NORTH OF THE FORMER LOCATION OF THE WABASH RAILROAD TRESTLE,
 JC0138'10 FEET NORTH OF A SIDE ROAD TO THE NORTH, AND 7.5 FEET EAST OF
 JC0138'A LARGE DEAD ELM TREE.  AN IRON PIPE ABOUT 6 INCHES UNDER GROUND
 JC0138'AND BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 JC0138
 JC0138                          STATION RECOVERY (1989)
 JC0138
 JC0138'RECOVERY NOTE BY US POWER SQUADRON 1989 (EPB)
 JC0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0426 ***********************************************************************
 KD0426  DESIGNATION -  182=56/1 BOLT
 KD0426  PID         -  KD0426
 KD0426  STATE/COUNTY-  MO/SALINE
 KD0426  USGS QUAD   -  GRAND PASS (1978)
 KD0426
 KD0426                         *CURRENT SURVEY CONTROL
 KD0426  ___________________________________________________________________
 KD0426* NAD 83(1986)-  39 13 59.     (N)    093 26 50.     (W)     SCALED    
 KD0426* NAVD 88     -       200.741  (meters)     658.60   (feet)  POSTED    
 KD0426  ___________________________________________________________________
 KD0426  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD0426  DYNAMIC HT  -         200.620 (meters)     658.20  (feet)  COMP
 KD0426  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 KD0426
 KD0426  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KD0426
 KD0426.The horizontal coordinates were scaled from a topographic map and have
 KD0426.an estimated accuracy of +/- 6 seconds.
 KD0426
 KD0426.The orthometric height was determined by differential leveling
 KD0426.and adjusted by the National Geodetic Survey in 1992..
 KD0426.No vertical observational check was made to the station.
 KD0426.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KD0426.was located on a no-check spur therefore a value was not computed.
 KD0426
 KD0426.The geoid height was determined by GEOID03.
 KD0426
 KD0426.The dynamic height is computed by dividing the NAVD 88
 KD0426.geopotential number by the normal gravity value computed on the
 KD0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0426.degrees latitude (g = 980.6199 gals.).
 KD0426
 KD0426.The modeled gravity was interpolated from observed gravity values.
 KD0426
 KD0426;                    North         East    Units  Estimated Accuracy
 KD0426;SPC MO C     -   377,730.      418,220.      MT  (+/- 180 meters Scaled)
 KD0426
 KD0426                          SUPERSEDED SURVEY CONTROL
 KD0426
 KD0426  NGVD 29 (??/??/92)  200.663  (m)          658.34   (f) ADJ UNCH    1 2
 KD0426
 KD0426.Superseded values are not recommended for survey control.
 KD0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0426.See file dsdata.txt to determine how the superseded data were derived.
 KD0426
 KD0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD614427(NAD 83)
 KD0426_MARKER: B = BOLT
 KD0426_SETTING: 0 = UNSPECIFIED SETTING
 KD0426_SP_SET: STONE
 KD0426_MARK LOGO: NONE  
 KD0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0426
 KD0426  HISTORY     - Date     Condition        Report By
 KD0426  HISTORY     - UNK      MONUMENTED       MORC
 KD0426  HISTORY     - 1948     GOOD             NGS
 KD0426  HISTORY     - 1986     GOOD             NGS
 KD0426
 KD0426                          STATION DESCRIPTION
 KD0426
 KD0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0426'2.6 MI N FROM GRAND PASS.
 KD0426'1.0 MILE NORTH ALONG A COUNTY ROAD FROM THE MISSOURI PACIFIC
 KD0426'RAILROAD STATION AT GRAND PASS, THENCE 0.2 MILE EAST ALONG A
 KD0426'COUNTY ROAD, THENCE 0.7 MILE NORTH ALONG A COUNTY ROAD, THENCE
 KD0426'0.7 MILE WEST ALONG A COUNTY ROAD FROM A CROSS ROAD, IN THE
 KD0426'NORTH EDGE OF A CULTIVATED FIELD, ABOUT 400.0 FEET EAST OF THE
 KD0426'FARM RESIDENCE OF F. RICHTERMEYER, 199.0 FEET EAST OF THE 1/4
 KD0426'SECTION CORNER OF THE SECTION LINE BETWEEN SECTIONS 5 AND 8, T15N,
 KD0426'R23W, 0.25 MILE WEST OF A LARGE RED BARN ON THE NORTH SIDE OF
 KD0426'THE EAST-WEST ROAD, 16.6 FEET EAST-SOUTHEAST OF A TELEPHONE POLE,
 KD0426'30.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET WEST OF
 KD0426'A REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE
 KD0426'18-INCHES SQUARE AND SET 3.0 FEET UNDERGROUND, ACCESS TO WHICH IS
 KD0426'HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION IRON
 KD0426'CAP.  NOTE-- THE ROAD FENCE MENTIONED IN THE ORIGINAL DESCRIPTIONS
 KD0426'NO LONGER EXISTS.
 KD0426
 KD0426                          STATION RECOVERY (1986)
 KD0426
 KD0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0426'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  22.2 KM (13.8
 KD0426'MI) WESTERLY ALONG U.S. HIGHWAY 65 FROM ITS JUNCTION WITH STATE
 KD0426'HIGHWAY 240 IN MARSHALL, THENCE 3.8 KM (2.35 MI) NORTHERLY ALONG A
 KD0426'COUNTY ROAD, THENCE 1.2 KM (0.75 MI) WEST ALONG A COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0425 ***********************************************************************
 KD0425  DESIGNATION -  182=56/1 CAP
 KD0425  PID         -  KD0425
 KD0425  STATE/COUNTY-  MO/SALINE
 KD0425  USGS QUAD   -  GRAND PASS (1978)
 KD0425
 KD0425                         *CURRENT SURVEY CONTROL
 KD0425  ___________________________________________________________________
 KD0425* NAD 83(1986)-  39 13 59.     (N)    093 26 50.     (W)     SCALED    
 KD0425* NAVD 88     -       201.982  (meters)     662.67   (feet)  POSTED    
 KD0425  ___________________________________________________________________
 KD0425  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD0425  DYNAMIC HT  -         201.860 (meters)     662.27  (feet)  COMP
 KD0425  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 KD0425
 KD0425  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KD0425
 KD0425.The horizontal coordinates were scaled from a topographic map and have
 KD0425.an estimated accuracy of +/- 6 seconds.
 KD0425
 KD0425.The orthometric height was determined by differential leveling
 KD0425.and adjusted by the National Geodetic Survey in 1992..
 KD0425.No vertical observational check was made to the station.
 KD0425.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KD0425.was located on a no-check spur therefore a value was not computed.
 KD0425
 KD0425.The geoid height was determined by GEOID03.
 KD0425
 KD0425.The dynamic height is computed by dividing the NAVD 88
 KD0425.geopotential number by the normal gravity value computed on the
 KD0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0425.degrees latitude (g = 980.6199 gals.).
 KD0425
 KD0425.The modeled gravity was interpolated from observed gravity values.
 KD0425
 KD0425;                    North         East    Units  Estimated Accuracy
 KD0425;SPC MO C     -   377,730.      418,220.      MT  (+/- 180 meters Scaled)
 KD0425
 KD0425                          SUPERSEDED SURVEY CONTROL
 KD0425
 KD0425  NGVD 29 (??/??/92)  201.904  (m)          662.41   (f) ADJ UNCH    1 2
 KD0425
 KD0425.Superseded values are not recommended for survey control.
 KD0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0425.See file dsdata.txt to determine how the superseded data were derived.
 KD0425
 KD0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD614427(NAD 83)
 KD0425_MARKER: P = PIPE CAP
 KD0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0425_SP_SET: SHALLOW-SET PIPE
 KD0425_MARK LOGO: MORC  
 KD0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0425
 KD0425  HISTORY     - Date     Condition        Report By
 KD0425  HISTORY     - UNK      MONUMENTED       MORC
 KD0425  HISTORY     - 1948     GOOD             NGS
 KD0425  HISTORY     - 1986     GOOD             NGS
 KD0425
 KD0425                          STATION DESCRIPTION
 KD0425
 KD0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0425'2.6 MI N FROM GRAND PASS.
 KD0425'1.0 MILE NORTH ALONG A COUNTY ROAD FROM THE MISSOURI PACIFIC
 KD0425'RAILROAD STATION AT GRAND PASS, THENCE 0.2 MILE EAST ALONG A COUNTY
 KD0425'ROAD, THENCE 0.7 MILE NORTH ALONG A COUNTY ROAD, THENCE 0.7 MILE
 KD0425'WEST ALONG A COUNTY ROAD FROM A CROSS ROAD, IN THE NORTH EDGE OF A
 KD0425'CULTIVATED FIELD, ABOUT 400.0 FEET EAST OF THE FARM RESIDENCE
 KD0425'OF F. RICHTERMEYER, 199.0 FEET EAST OF THE 1/4 SECTION CORNER OF
 KD0425'THE SECTION LINE BETWEEN SECTIONS 5 AND 8, T15N, R23W, 0.25 MILE
 KD0425'WEST OF A LARGE RED BARN ON THE NORTH SIDE OF THE EAST-WEST ROAD,
 KD0425'16.6 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 30.0 FEET SOUTH OF
 KD0425'THE CENTER LINE OF THE ROAD, 1.3 FEET WEST OF A REFERENCE POST.
 KD0425'THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP SET ON THE TOP OF
 KD0425'A 4-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 KD0425
 KD0425                          STATION RECOVERY (1986)
 KD0425
 KD0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0425'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  22.2 KM
 KD0425'(13.8 MI) WESTERLY ALONG U.S. HIGHWAY 65 FROM IT JUNCTION WITH STATE
 KD0425'HIGHWAY 240 IN MARSHALL, THENCE 3.8 KM (2.35 MI) NORTHERLY ALONG A
 KD0425'COUNTY ROAD, THENCE 1.2 KM (0.75 MI) WEST ALONG A COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0412 ***********************************************************************
 GE0412  DESIGNATION -  185+00
 GE0412  PID         -  GE0412
 GE0412  STATE/COUNTY-  MO/RIPLEY
 GE0412  USGS QUAD   -  NAYLOR (1979)
 GE0412
 GE0412                         *CURRENT SURVEY CONTROL
 GE0412  ___________________________________________________________________
 GE0412* NAD 83(1986)-  36 34 20.     (N)    090 35 03.     (W)     SCALED    
 GE0412* NAVD 88     -        92.251  (meters)     302.66   (feet)  ADJUSTED  
 GE0412  ___________________________________________________________________
 GE0412  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GE0412  DYNAMIC HT  -          92.177 (meters)     302.42  (feet)  COMP
 GE0412  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 GE0412
 GE0412  VERT ORDER  -  FIRST     CLASS II
 GE0412
 GE0412.The horizontal coordinates were scaled from a topographic map and have
 GE0412.an estimated accuracy of +/- 6 seconds.
 GE0412
 GE0412.The orthometric height was determined by differential leveling
 GE0412.and adjusted by the National Geodetic Survey in June 1991..
 GE0412
 GE0412.The geoid height was determined by GEOID03.
 GE0412
 GE0412.The dynamic height is computed by dividing the NAVD 88
 GE0412.geopotential number by the normal gravity value computed on the
 GE0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0412.degrees latitude (g = 980.6199 gals.).
 GE0412
 GE0412.The modeled gravity was interpolated from observed gravity values.
 GE0412
 GE0412;                    North         East    Units  Estimated Accuracy
 GE0412;SPC MO E     -    81,990.      242,470.      MT  (+/- 180 meters Scaled)
 GE0412
 GE0412                          SUPERSEDED SURVEY CONTROL
 GE0412
 GE0412  NGVD 29 (??/??/92)   92.237  (m)          302.61   (f) ADJ UNCH    1 2
 GE0412
 GE0412.Superseded values are not recommended for survey control.
 GE0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0412.See file dsdata.txt to determine how the superseded data were derived.
 GE0412
 GE0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA161501(NAD 83)
 GE0412_MARKER: Z = SEE DESCRIPTION
 GE0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0412_SP_SET: MILE POST
 GE0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0412
 GE0412  HISTORY     - Date     Condition        Report By
 GE0412  HISTORY     - UNK      MONUMENTED       MPRR
 GE0412  HISTORY     - 1956     GOOD             NGS
 GE0412  HISTORY     - 20040405 MARK NOT FOUND   MODNR
 GE0412
 GE0412                          STATION DESCRIPTION
 GE0412
 GE0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0412'1.2 MI E FROM NAYLOR.
 GE0412'ABOUT 1.25 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0412'THE STATION AT NAYLOR, 516 FEET EAST OF EAST END OF RAILROAD
 GE0412'TRESTLE NO. 185.1, 7 1/2 FEET NORTH OF NORTH RAIL, 34 FEET WEST
 GE0412'OF MILE POLE 185, A COPPER PLUG IN THE TOP OF CONCRETE MILE
 GE0412'POST PROJECTING 30 INCHES AND ABOUT LEVEL WITH TRACK.
 GE0412
 GE0412                          STATION RECOVERY (2004)
 GE0412
 GE0412'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 GE0412'THE RAILROAD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0559 ***********************************************************************
 KD0559  DESIGNATION -  185=58/1 BOLT
 KD0559  PID         -  KD0559
 KD0559  STATE/COUNTY-  MO/LAFAYETTE
 KD0559  USGS QUAD   -  WAVERLY (1979)
 KD0559
 KD0559                         *CURRENT SURVEY CONTROL
 KD0559  ___________________________________________________________________
 KD0559* NAD 83(1986)-  39 12 48.     (N)    093 30 42.     (W)     SCALED    
 KD0559* NAVD 88     -       208.626  (meters)     684.47   (feet)  POSTED    
 KD0559  ___________________________________________________________________
 KD0559  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0559  DYNAMIC HT  -         208.500 (meters)     684.05  (feet)  COMP
 KD0559  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 KD0559
 KD0559  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KD0559
 KD0559.The horizontal coordinates were scaled from a topographic map and have
 KD0559.an estimated accuracy of +/- 6 seconds.
 KD0559
 KD0559.The orthometric height was determined by differential leveling
 KD0559.and adjusted by the National Geodetic Survey in 1992..
 KD0559.No vertical observational check was made to the station.
 KD0559.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KD0559.was located on a no-check spur therefore a value was not computed.
 KD0559
 KD0559.The geoid height was determined by GEOID03.
 KD0559
 KD0559.The dynamic height is computed by dividing the NAVD 88
 KD0559.geopotential number by the normal gravity value computed on the
 KD0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0559.degrees latitude (g = 980.6199 gals.).
 KD0559
 KD0559.The modeled gravity was interpolated from observed gravity values.
 KD0559
 KD0559;                    North         East    Units  Estimated Accuracy
 KD0559;SPC MO W     -   338,600.      935,350.      MT  (+/- 180 meters Scaled)
 KD0559
 KD0559                          SUPERSEDED SURVEY CONTROL
 KD0559
 KD0559  NGVD 29 (??/??/92)  208.505  (m)          684.07   (f) ADJ UNCH    1 2
 KD0559
 KD0559.Superseded values are not recommended for survey control.
 KD0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0559.See file dsdata.txt to determine how the superseded data were derived.
 KD0559
 KD0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD558405(NAD 83)
 KD0559_MARKER: B = BOLT
 KD0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0559_SP_SET: STONE
 KD0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0559+STABILITY: SURFACE MOTION
 KD0559
 KD0559  HISTORY     - Date     Condition        Report By
 KD0559  HISTORY     - UNK      MONUMENTED       MORC
 KD0559  HISTORY     - 1962     GOOD             NGS
 KD0559  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0559
 KD0559                          STATION DESCRIPTION
 KD0559
 KD0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0559'AT WAVERLY.
 KD0559'0.2 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE SOUTH
 KD0559'END OF THE U.S. HIGHWAY 24 BRIDGE OVER THE MISSOURI RIVER AT
 KD0559'WAVERLY, 84 FEET SOUTH ACROSS A ROAD FROM THE SOUTH RAIL OF THE
 KD0559'MAIN TRACK, ACROSS THE TRACK FROM THE FIRST POLE EAST OF
 KD0559'MILEPOLE NO. 224-10, 105 FEET EAST ACROSS THE ROAD FROM A SMALL
 KD0559'GRAIN ELEVATOR, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 KD0559'15.9 FEET SOUTH OF A FENCE CORNER, 6.0 FEET WEST OF A FENCE, 0.8
 KD0559'FEET NORTH OF A WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 KD0559'GROUND.
 KD0559
 KD0559                          STATION RECOVERY (1986)
 KD0559
 KD0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0558 ***********************************************************************
 KD0558  DESIGNATION -  185=58/1 CAP
 KD0558  PID         -  KD0558
 KD0558  STATE/COUNTY-  MO/LAFAYETTE
 KD0558  USGS QUAD   -  WAVERLY (1979)
 KD0558
 KD0558                         *CURRENT SURVEY CONTROL
 KD0558  ___________________________________________________________________
 KD0558* NAD 83(1986)-  39 12 48.     (N)    093 30 42.     (W)     SCALED    
 KD0558* NAVD 88     -       209.876  (meters)     688.57   (feet)  POSTED    
 KD0558  ___________________________________________________________________
 KD0558  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0558  DYNAMIC HT  -         209.750 (meters)     688.15  (feet)  COMP
 KD0558  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 KD0558
 KD0558  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KD0558
 KD0558.The horizontal coordinates were scaled from a topographic map and have
 KD0558.an estimated accuracy of +/- 6 seconds.
 KD0558
 KD0558.The orthometric height was determined by differential leveling
 KD0558.and adjusted by the National Geodetic Survey in 1992..
 KD0558.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KD0558.rate greater than 8.0 mm/km.
 KD0558
 KD0558.The geoid height was determined by GEOID03.
 KD0558
 KD0558.The dynamic height is computed by dividing the NAVD 88
 KD0558.geopotential number by the normal gravity value computed on the
 KD0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0558.degrees latitude (g = 980.6199 gals.).
 KD0558
 KD0558.The modeled gravity was interpolated from observed gravity values.
 KD0558
 KD0558;                    North         East    Units  Estimated Accuracy
 KD0558;SPC MO W     -   338,600.      935,350.      MT  (+/- 180 meters Scaled)
 KD0558
 KD0558                          SUPERSEDED SURVEY CONTROL
 KD0558
 KD0558  NGVD 29 (??/??/92)  209.752  (m)          688.16   (f) ADJ UNCH    1 2
 KD0558
 KD0558.Superseded values are not recommended for survey control.
 KD0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0558.See file dsdata.txt to determine how the superseded data were derived.
 KD0558
 KD0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD558405(NAD 83)
 KD0558_MARKER: P = PIPE CAP
 KD0558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0558_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0558
 KD0558  HISTORY     - Date     Condition        Report By
 KD0558  HISTORY     - UNK      MONUMENTED       MORC
 KD0558  HISTORY     - 1948     GOOD             NGS
 KD0558  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0558
 KD0558                          STATION DESCRIPTION
 KD0558
 KD0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0558'AT WAVERLY.
 KD0558'AT WAVERLY, 0.2 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD
 KD0558'FROM THE SOUTH END OF U.S. HIGHWAY NO. 24 BRIDGE OVER THE
 KD0558'MISSOURI RIVER, 0.2 MILE WEST OF MILEPOST NO. 224, SOUTHWEST OF
 KD0558'THE GOVERNMENT LANDING AND YARDS, 400.0 FEET WEST OF THE
 KD0558'GOVERNMENT FUEL-OIL TANKS, ABOUT 200.0 FEET SOUTH OF THE RIVER
 KD0558'BANK, 105.0 FEET EAST OF A SMALL GRAIN ELEVATOR, IN THE NORTHWEST
 KD0558'CORNER OF THE BRIDGESIDE ORCHARD, ABOUT 6.0 FEET ABOVE ROAD
 KD0558'LEVEL, 1.0 FOOT WEST OF A REFERENCE POST.  THE TOP OF AN IRON
 KD0558'CAP SET ON THE TOP OF A 4-INCH IRON PIPE PROJECTING 0.6 FOOT
 KD0558'ABOVE THE GROUND.  MARK IS ALSO LOCATED ABOUT 40 YARDS NORTHWEST
 KD0558'OF THE NORTHWEST CORNER OF A BRICK DWELLING HOUSE, ABOUT 12 YARDS
 KD0558'NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE HOUSE,
 KD0558'ABOUT 27 YARDS SOUTH OF THE CENTER LINE OF THE MAIN TRACK OF THE
 KD0558'RAILROAD.
 KD0558
 KD0558                          STATION RECOVERY (1986)
 KD0558
 KD0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0569 ***********************************************************************
 KD0569  DESIGNATION -  189=59/1 BOLT
 KD0569  PID         -  KD0569
 KD0569  STATE/COUNTY-  MO/LAFAYETTE
 KD0569  USGS QUAD   -  WAVERLY (1979)
 KD0569
 KD0569                         *CURRENT SURVEY CONTROL
 KD0569  ___________________________________________________________________
 KD0569* NAD 83(1986)-  39 13 18.     (N)    093 35 17.     (W)     SCALED    
 KD0569* NAVD 88     -       212.561  (meters)     697.38   (feet)  ADJUSTED  
 KD0569  ___________________________________________________________________
 KD0569  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0569  DYNAMIC HT  -         212.429 (meters)     696.94  (feet)  COMP
 KD0569  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 KD0569
 KD0569  VERT ORDER  -  FIRST     CLASS II
 KD0569
 KD0569.The horizontal coordinates were scaled from a topographic map and have
 KD0569.an estimated accuracy of +/- 6 seconds.
 KD0569
 KD0569.The orthometric height was determined by differential leveling
 KD0569.and adjusted by the National Geodetic Survey in June 1991..
 KD0569
 KD0569.The geoid height was determined by GEOID03.
 KD0569
 KD0569.The dynamic height is computed by dividing the NAVD 88
 KD0569.geopotential number by the normal gravity value computed on the
 KD0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0569.degrees latitude (g = 980.6199 gals.).
 KD0569
 KD0569.The modeled gravity was interpolated from observed gravity values.
 KD0569
 KD0569;                    North         East    Units  Estimated Accuracy
 KD0569;SPC MO W     -   339,450.      928,750.      MT  (+/- 180 meters Scaled)
 KD0569
 KD0569                          SUPERSEDED SURVEY CONTROL
 KD0569
 KD0569  NGVD 29 (??/??/92)  212.445  (m)          697.00   (f) ADJ UNCH    1 2
 KD0569
 KD0569.Superseded values are not recommended for survey control.
 KD0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0569.See file dsdata.txt to determine how the superseded data were derived.
 KD0569
 KD0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD492415(NAD 83)
 KD0569_MARKER: B = BOLT
 KD0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0569_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0569
 KD0569  HISTORY     - Date     Condition        Report By
 KD0569  HISTORY     - UNK      MONUMENTED       MORC
 KD0569  HISTORY     - 1962     GOOD             NGS
 KD0569  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0569
 KD0569                          STATION DESCRIPTION
 KD0569
 KD0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0569'3.9 MI W FROM WAVERLY.
 KD0569'3.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE SOUTH
 KD0569'END OF U.S. HIGHWAY 65 BRIDGE OVER THE MISSOURI RIVER, NEAR A
 KD0569'PRIVATE ROAD CROSSING, 250 FEET SOUTHEAST OF BM P 285, 246 FEET
 KD0569'SOUTHEAST OF THE WEST END OF A CONCRETE BRIDGE NO. 228.3, 227
 KD0569'FEET SOUTH OF THE SOUTH RAIL, 68 FEET WEST OF THE WEST EDGE OF
 KD0569'THE WEST BANK OF A STREAM, 1 FOOT WEST OF A WITNESS POST, ABOUT
 KD0569'15 FEET ABOVE THE TRACKS, A COPPER BOLT ON THE INSIDE OF A 4
 KD0569'IN IRON PIPE WITH CAP.
 KD0569
 KD0569                          STATION RECOVERY (1986)
 KD0569
 KD0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0568 ***********************************************************************
 KD0568  DESIGNATION -  189=59/1 CAP
 KD0568  PID         -  KD0568
 KD0568  STATE/COUNTY-  MO/LAFAYETTE
 KD0568  USGS QUAD   -  WAVERLY (1979)
 KD0568
 KD0568                         *CURRENT SURVEY CONTROL
 KD0568  ___________________________________________________________________
 KD0568* NAD 83(1986)-  39 13 19.     (N)    093 35 17.     (W)     SCALED    
 KD0568* NAVD 88     -       213.802  (meters)     701.45   (feet)  ADJUSTED  
 KD0568  ___________________________________________________________________
 KD0568  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0568  DYNAMIC HT  -         213.669 (meters)     701.01  (feet)  COMP
 KD0568  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 KD0568
 KD0568  VERT ORDER  -  FIRST     CLASS II
 KD0568
 KD0568.The horizontal coordinates were scaled from a topographic map and have
 KD0568.an estimated accuracy of +/- 6 seconds.
 KD0568
 KD0568.The orthometric height was determined by differential leveling
 KD0568.and adjusted by the National Geodetic Survey in June 1991..
 KD0568
 KD0568.The geoid height was determined by GEOID03.
 KD0568
 KD0568.The dynamic height is computed by dividing the NAVD 88
 KD0568.geopotential number by the normal gravity value computed on the
 KD0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0568.degrees latitude (g = 980.6199 gals.).
 KD0568
 KD0568.The modeled gravity was interpolated from observed gravity values.
 KD0568
 KD0568;                    North         East    Units  Estimated Accuracy
 KD0568;SPC MO W     -   339,480.      928,750.      MT  (+/- 180 meters Scaled)
 KD0568
 KD0568                          SUPERSEDED SURVEY CONTROL
 KD0568
 KD0568  NGVD 29 (??/??/92)  213.685  (m)          701.06   (f) ADJ UNCH    1 2
 KD0568
 KD0568.Superseded values are not recommended for survey control.
 KD0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0568.See file dsdata.txt to determine how the superseded data were derived.
 KD0568
 KD0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD492415(NAD 83)
 KD0568_MARKER: P = PIPE CAP
 KD0568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0568_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0568
 KD0568  HISTORY     - Date     Condition        Report By
 KD0568  HISTORY     - UNK      MONUMENTED       MORC
 KD0568  HISTORY     - 1948     GOOD             NGS
 KD0568  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0568
 KD0568                          STATION DESCRIPTION
 KD0568
 KD0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0568'2.2 MI E FROM HODGE.
 KD0568'2.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0568'STATION AT HODGE, ABOUT 12 POLES WEST OF MILEPOST NO. 228, ABOUT
 KD0568'2 RAILS WEST OF BRIDGE NO. 47, 125.0 FEET SOUTH OF THE TRACK,
 KD0568'ABOUT 67.0 FEET WEST OF THE WEST BANK OF A LARGE STREAM, 31.0
 KD0568'FEET EAST OF A 15-INCH BLACK OAK TREE, 28.0 FEET NORTH OF A
 KD0568'12-INCH HICKORY TREE, 28.0 FEET SOUTHWEST OF AN 18-INCH BLACK
 KD0568'OAK TREE, ON A POINT EXTENDING TO THE SOUTHEAST AT THE FOOT OF A
 KD0568'BLUFF, ABOUT 5 FEET ABOVE TRACK LEVEL.  THE TOP OF A MISSOURI
 KD0568'RIVER COMMISSION IRON CAP SET ON TOP OF A 4-INCH IRON PIPE
 KD0568'PROJECTING 0.5 FOOT ABOVE THE GROUND.  BENCH MARK IS ABOUT 15.0
 KD0568'FEET ABOVE THE TRACK.
 KD0568
 KD0568                          STATION RECOVERY (1986)
 KD0568
 KD0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0553 ***********************************************************************
 HD0553  DESIGNATION -  19 J
 HD0553  PID         -  HD0553
 HD0553  STATE/COUNTY-  MO/CAMDEN
 HD0553  USGS QUAD   -  BRANCH (1972)
 HD0553
 HD0553                         *CURRENT SURVEY CONTROL
 HD0553  ___________________________________________________________________
 HD0553* NAD 83(1986)-  37 55 46.     (N)    093 01 03.     (W)     SCALED    
 HD0553* NAVD 88     -       307.980  (meters)    1010.43   (feet)  ADJUSTED  
 HD0553  ___________________________________________________________________
 HD0553  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HD0553  DYNAMIC HT  -         307.751 (meters)    1009.68  (feet)  COMP
 HD0553  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 HD0553
 HD0553  VERT ORDER  -  SECOND    CLASS 0
 HD0553
 HD0553.The horizontal coordinates were scaled from a topographic map and have
 HD0553.an estimated accuracy of +/- 6 seconds.
 HD0553
 HD0553.The orthometric height was determined by differential leveling
 HD0553.and adjusted by the National Geodetic Survey in June 1991..
 HD0553
 HD0553.The geoid height was determined by GEOID03.
 HD0553
 HD0553.The dynamic height is computed by dividing the NAVD 88
 HD0553.geopotential number by the normal gravity value computed on the
 HD0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0553.degrees latitude (g = 980.6199 gals.).
 HD0553
 HD0553.The modeled gravity was interpolated from observed gravity values.
 HD0553
 HD0553;                    North         East    Units  Estimated Accuracy
 HD0553;SPC MO C     -   232,730.      454,510.      MT  (+/- 180 meters Scaled)
 HD0553
 HD0553                          SUPERSEDED SURVEY CONTROL
 HD0553
 HD0553  NGVD 29 (??/??/92)  307.872  (m)         1010.08   (f) ADJ UNCH    2 0
 HD0553
 HD0553.Superseded values are not recommended for survey control.
 HD0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0553.See file dsdata.txt to determine how the superseded data were derived.
 HD0553
 HD0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB984979(NAD 83)
 HD0553_MARKER: DD = SURVEY DISK
 HD0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0553_SP_SET: CULVERT
 HD0553_STAMPING: 19 J 1934
 HD0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0553
 HD0553  HISTORY     - Date     Condition        Report By
 HD0553  HISTORY     - 1934     MONUMENTED       USGS
 HD0553
 HD0553                          STATION DESCRIPTION
 HD0553
 HD0553'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HD0553'0.9 MI W FROM BRANCH.
 HD0553'0.9 MILE WEST ALONG U.S. HIGHWAY 54 FROM THE JUNCTION OF STATE
 HD0553'HIGHWAY 73 AT BRANCH, CAMDEN COUNTY, AT A ROAD INTERSECTION,
 HD0553'115 FEET WEST OF THE ROAD, 33 FEET NORTH OF THE CENTERLINE OF THE
 HD0553'HIGHWAY, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF
 HD0553'THE NORTH HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HD0553'DISK, STAMPED 19 J 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0332 ***********************************************************************
 GE0332  DESIGNATION -  19 J
 GE0332  PID         -  GE0332
 GE0332  STATE/COUNTY-  MO/CARTER
 GE0332  USGS QUAD   -  BIG SPRING (1968)
 GE0332
 GE0332                         *CURRENT SURVEY CONTROL
 GE0332  ___________________________________________________________________
 GE0332* NAD 83(1986)-  36 55 48.     (N)    090 55 25.     (W)     SCALED    
 GE0332* NAVD 88     -       131.554  (meters)     431.61   (feet)  POSTED    
 GE0332  ___________________________________________________________________
 GE0332  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GE0332  DYNAMIC HT  -         131.450 (meters)     431.27  (feet)  COMP
 GE0332  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 GE0332
 GE0332  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0332
 GE0332.The horizontal coordinates were scaled from a topographic map and have
 GE0332.an estimated accuracy of +/- 6 seconds.
 GE0332
 GE0332.The orthometric height was determined by differential leveling
 GE0332.and adjusted by the National Geodetic Survey in 1992..
 GE0332.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0332.rate of 0.0 thru 1.0 mm/km.
 GE0332
 GE0332.The geoid height was determined by GEOID03.
 GE0332
 GE0332.The dynamic height is computed by dividing the NAVD 88
 GE0332.geopotential number by the normal gravity value computed on the
 GE0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0332.degrees latitude (g = 980.6199 gals.).
 GE0332
 GE0332.The modeled gravity was interpolated from observed gravity values.
 GE0332
 GE0332;                    North         East    Units  Estimated Accuracy
 GE0332;SPC MO E     -   121,770.      212,260.      MT  (+/- 180 meters Scaled)
 GE0332
 GE0332                          SUPERSEDED SURVEY CONTROL
 GE0332
 GE0332  NGVD 29 (??/??/92)  131.509  (m)          431.46   (f) ADJ UNCH    3 0
 GE0332
 GE0332.Superseded values are not recommended for survey control.
 GE0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0332.See file dsdata.txt to determine how the superseded data were derived.
 GE0332
 GE0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA849891(NAD 83)
 GE0332_MARKER: DD = SURVEY DISK
 GE0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0332_STAMPING: 19 J 1932
 GE0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0332+STABILITY: SURFACE MOTION
 GE0332
 GE0332  HISTORY     - Date     Condition        Report By
 GE0332  HISTORY     - 1932     MONUMENTED       USGS
 GE0332  HISTORY     - 1933     GOOD             USGS
 GE0332
 GE0332                          STATION DESCRIPTION
 GE0332
 GE0332'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GE0332'AT CHILTON.
 GE0332'AT CHILTON, CARTER COUNTY, 55 FEET NORTH OF THE ST. LOUIS-SAN
 GE0332'FRANCISCO RAILWAY, AND 13 FEET SOUTH OF THE SOUTHWEST CORNER OF
 GE0332'THE POST OFFICE.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GE0332'19 J 1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0351 ***********************************************************************
 GE0351  DESIGNATION -  190+00
 GE0351  PID         -  GE0351
 GE0351  STATE/COUNTY-  MO/RIPLEY
 GE0351  USGS QUAD   -  OXLY (1979)
 GE0351
 GE0351                         *CURRENT SURVEY CONTROL
 GE0351  ___________________________________________________________________
 GE0351* NAD 83(1986)-  36 35 26.     (N)    090 40 08.     (W)     SCALED    
 GE0351* NAVD 88     -       107.030  (meters)     351.15   (feet)  ADJUSTED  
 GE0351  ___________________________________________________________________
 GE0351  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GE0351  DYNAMIC HT  -         106.943 (meters)     350.86  (feet)  COMP
 GE0351  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 GE0351
 GE0351  VERT ORDER  -  FIRST     CLASS II
 GE0351
 GE0351.The horizontal coordinates were scaled from a topographic map and have
 GE0351.an estimated accuracy of +/- 6 seconds.
 GE0351
 GE0351.The orthometric height was determined by differential leveling
 GE0351.and adjusted by the National Geodetic Survey in June 1991..
 GE0351
 GE0351.The geoid height was determined by GEOID03.
 GE0351
 GE0351.The dynamic height is computed by dividing the NAVD 88
 GE0351.geopotential number by the normal gravity value computed on the
 GE0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0351.degrees latitude (g = 980.6199 gals.).
 GE0351
 GE0351.The modeled gravity was interpolated from observed gravity values.
 GE0351
 GE0351;                    North         East    Units  Estimated Accuracy
 GE0351;SPC MO E     -    84,030.      234,890.      MT  (+/- 180 meters Scaled)
 GE0351
 GE0351                          SUPERSEDED SURVEY CONTROL
 GE0351
 GE0351  NGVD 29 (??/??/92)  107.013  (m)          351.09   (f) ADJ UNCH    1 2
 GE0351
 GE0351.Superseded values are not recommended for survey control.
 GE0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0351.See file dsdata.txt to determine how the superseded data were derived.
 GE0351
 GE0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA085519(NAD 83)
 GE0351_MARKER: Z = SEE DESCRIPTION
 GE0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0351_SP_SET: MILE POST
 GE0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0351
 GE0351  HISTORY     - Date     Condition        Report By
 GE0351  HISTORY     - UNK      MONUMENTED       MPRR
 GE0351  HISTORY     - 1956     GOOD             NGS
 GE0351
 GE0351                          STATION DESCRIPTION
 GE0351
 GE0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0351'1.3 MI E FROM OXLY.
 GE0351'ABOUT 1.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0351'POST OFFICE AT OXLY, ABOUT 0.2 MILE WEST OF A NORTH-SOUTH ROAD
 GE0351'CROSSING, 7 1/2 FEET NORTH OF NORTH RAIL, 55 FEET WEST OF MILE
 GE0351'POLE 190, A COPPER PLUG IN THE TOP OF CONCRETE MILE POST 190
 GE0351'PROJECTING 30 INCHES AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0579 ***********************************************************************
 KD0579  DESIGNATION -  193=60/1 BOLT
 KD0579  PID         -  KD0579
 KD0579  STATE/COUNTY-  MO/LAFAYETTE
 KD0579  USGS QUAD   -  DOVER (1978)
 KD0579
 KD0579                         *CURRENT SURVEY CONTROL
 KD0579  ___________________________________________________________________
 KD0579* NAD 83(1986)-  39 13 45.     (N)    093 39 19.     (W)     SCALED    
 KD0579* NAVD 88     -       207.489  (meters)     680.74   (feet)  ADJUSTED  
 KD0579  ___________________________________________________________________
 KD0579  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0579  DYNAMIC HT  -         207.360 (meters)     680.31  (feet)  COMP
 KD0579  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 KD0579
 KD0579  VERT ORDER  -  FIRST     CLASS II
 KD0579
 KD0579.The horizontal coordinates were scaled from a topographic map and have
 KD0579.an estimated accuracy of +/- 6 seconds.
 KD0579
 KD0579.The orthometric height was determined by differential leveling
 KD0579.and adjusted by the National Geodetic Survey in June 1991..
 KD0579
 KD0579.The geoid height was determined by GEOID03.
 KD0579
 KD0579.The dynamic height is computed by dividing the NAVD 88
 KD0579.geopotential number by the normal gravity value computed on the
 KD0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0579.degrees latitude (g = 980.6199 gals.).
 KD0579
 KD0579.The modeled gravity was interpolated from observed gravity values.
 KD0579
 KD0579;                    North         East    Units  Estimated Accuracy
 KD0579;SPC MO W     -   340,230.      922,940.      MT  (+/- 180 meters Scaled)
 KD0579
 KD0579                          SUPERSEDED SURVEY CONTROL
 KD0579
 KD0579  NGVD 29 (??/??/92)  207.378  (m)          680.37   (f) ADJ UNCH    1 2
 KD0579
 KD0579.Superseded values are not recommended for survey control.
 KD0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0579.See file dsdata.txt to determine how the superseded data were derived.
 KD0579
 KD0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD434424(NAD 83)
 KD0579_MARKER: B = BOLT
 KD0579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0579_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0579
 KD0579  HISTORY     - Date     Condition        Report By
 KD0579  HISTORY     - UNK      MONUMENTED       MORC
 KD0579  HISTORY     - 1962     GOOD             NGS
 KD0579  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0579
 KD0579                          STATION DESCRIPTION
 KD0579
 KD0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0579'7.8 MI W FROM WAVERLY.
 KD0579'7.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE SOUTH
 KD0579'END OF U.S. HIGHWAY 65 BRIDGE OVER THE MISSOURI RIVER, 5 1/2
 KD0579'POLES WEST OF MILEPOLE 232, AT THE FOOT OF A BLUFF, 270 FEET
 KD0579'SOUTHWEST ACROSS THE TRACK FROM BM R 285, 179 FEET SOUTH OF THE
 KD0579'SOUTH RAIL, 50 FEET NORTHEAST OF THE FOOT OF THE BLUFF, 3.9 FEET
 KD0579'NORTHWEST OF THE NORTH EAST CORNER OF A SMALL BUILDING, 1.5 FEET
 KD0579'WEST OF A WITNESS POST, ABOUT 5 FEET ABOVE THE TRACKS, A COPPER
 KD0579'BOLT LEADED IN A ROCK 3 1/2 FEET UNDER GROUND, PROTECTED BY A
 KD0579'4 IN IRON PIPE WITH CAP.
 KD0579
 KD0579                          STATION RECOVERY (1986)
 KD0579
 KD0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0578 ***********************************************************************
 KD0578  DESIGNATION -  193=60/1 CAP
 KD0578  PID         -  KD0578
 KD0578  STATE/COUNTY-  MO/LAFAYETTE
 KD0578  USGS QUAD   -  DOVER (1978)
 KD0578
 KD0578                         *CURRENT SURVEY CONTROL
 KD0578  ___________________________________________________________________
 KD0578* NAD 83(1986)-  39 13 45.     (N)    093 39 19.     (W)     SCALED    
 KD0578* NAVD 88     -       208.732  (meters)     684.81   (feet)  ADJUSTED  
 KD0578  ___________________________________________________________________
 KD0578  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0578  DYNAMIC HT  -         208.602 (meters)     684.39  (feet)  COMP
 KD0578  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 KD0578
 KD0578  VERT ORDER  -  FIRST     CLASS II
 KD0578
 KD0578.The horizontal coordinates were scaled from a topographic map and have
 KD0578.an estimated accuracy of +/- 6 seconds.
 KD0578
 KD0578.The orthometric height was determined by differential leveling
 KD0578.and adjusted by the National Geodetic Survey in June 1991..
 KD0578
 KD0578.The geoid height was determined by GEOID03.
 KD0578
 KD0578.The dynamic height is computed by dividing the NAVD 88
 KD0578.geopotential number by the normal gravity value computed on the
 KD0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0578.degrees latitude (g = 980.6199 gals.).
 KD0578
 KD0578.The modeled gravity was interpolated from observed gravity values.
 KD0578
 KD0578;                    North         East    Units  Estimated Accuracy
 KD0578;SPC MO W     -   340,230.      922,940.      MT  (+/- 180 meters Scaled)
 KD0578
 KD0578                          SUPERSEDED SURVEY CONTROL
 KD0578
 KD0578  NGVD 29 (??/??/92)  208.620  (m)          684.45   (f) ADJ UNCH    1 2
 KD0578
 KD0578.Superseded values are not recommended for survey control.
 KD0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0578.See file dsdata.txt to determine how the superseded data were derived.
 KD0578
 KD0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD434424(NAD 83)
 KD0578_MARKER: P = PIPE CAP
 KD0578_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0578_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0578
 KD0578  HISTORY     - Date     Condition        Report By
 KD0578  HISTORY     - UNK      MONUMENTED       MORC
 KD0578  HISTORY     - 1948     GOOD             NGS
 KD0578  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0578
 KD0578                          STATION DESCRIPTION
 KD0578
 KD0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0578'1.6 MI W FROM HODGE.
 KD0578'1.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0578'STATION AT HODGE, 5 1/2 POLE WEST OF MILEPOST NO. 232, ABOUT
 KD0578'300.0 FEET SOUTHWEST OF A PRIVATE ROAD CROSSING, ABOUT 250.0 FEET
 KD0578'NORTHWEST OF A ROAD BRIDGE, 179.0 FEET SOUTH OF THE SOUTH RAIL
 KD0578'OF THE TRACK, ABOUT 50.0 FEET NORTHEAST OF THE FOOT OF A BLUFF,
 KD0578'3.9 FEET NORTHWEST OF THE NORTHEAST CORNER OF A CHICKEN HOUSE IN
 KD0578'A FARMYARD, 2.7 FEET NORTH OF THE NORTH FACE OF THE CHICKEN
 KD0578'HOUSE, 1.0 FOOT EAST OF A REFERENCE POST.  THE TOP OF A MISSOURI
 KD0578'RIVER COMMISSION IRON CAP SET ON TOP OF A 4-INCH IRON PIPE AND
 KD0578'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 KD0578
 KD0578                          STATION RECOVERY (1986)
 KD0578
 KD0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0595 ***********************************************************************
 KD0595  DESIGNATION -  199 62 1 CAP
 KD0595  PID         -  KD0595
 KD0595  STATE/COUNTY-  MO/LAFAYETTE
 KD0595  USGS QUAD   -  LEXINGTON EAST (1978)
 KD0595
 KD0595                         *CURRENT SURVEY CONTROL
 KD0595  ___________________________________________________________________
 KD0595* NAD 83(1986)-  39 12 03.     (N)    093 48 17.     (W)     SCALED    
 KD0595* NAVD 88     -       207.689  (meters)     681.39   (feet)  POSTED    
 KD0595  ___________________________________________________________________
 KD0595  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0595  DYNAMIC HT  -         207.560 (meters)     680.97  (feet)  COMP
 KD0595  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 KD0595
 KD0595  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KD0595
 KD0595.The horizontal coordinates were scaled from a topographic map and have
 KD0595.an estimated accuracy of +/- 6 seconds.
 KD0595
 KD0595.The orthometric height was determined by differential leveling
 KD0595.and adjusted by the National Geodetic Survey in 1992..
 KD0595.No vertical observational check was made to the station.
 KD0595.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KD0595.was located on a no-check spur therefore a value was not computed.
 KD0595
 KD0595.The geoid height was determined by GEOID03.
 KD0595
 KD0595.The dynamic height is computed by dividing the NAVD 88
 KD0595.geopotential number by the normal gravity value computed on the
 KD0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0595.degrees latitude (g = 980.6199 gals.).
 KD0595
 KD0595.The modeled gravity was interpolated from observed gravity values.
 KD0595
 KD0595;                    North         East    Units  Estimated Accuracy
 KD0595;SPC MO W     -   336,970.      910,060.      MT  (+/- 180 meters Scaled)
 KD0595
 KD0595                          SUPERSEDED SURVEY CONTROL
 KD0595
 KD0595  NGVD 29 (??/??/92)  207.597  (m)          681.09   (f) ADJ UNCH    1 2
 KD0595
 KD0595.Superseded values are not recommended for survey control.
 KD0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0595.See file dsdata.txt to determine how the superseded data were derived.
 KD0595
 KD0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD305393(NAD 83)
 KD0595_MARKER: P = PIPE CAP
 KD0595_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0595_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0595
 KD0595  HISTORY     - Date     Condition        Report By
 KD0595  HISTORY     - UNK      MONUMENTED       MORC
 KD0595  HISTORY     - 1948     GOOD             NGS
 KD0595  HISTORY     - 1962     MARK NOT FOUND   NGS
 KD0595
 KD0595                          STATION DESCRIPTION
 KD0595
 KD0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0595'5.7 MI NE FROM LEXINGTON.
 KD0595'5.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0595'SOUTHEAST END OF STATE HIGHWAY NO. 13 BRIDGE OVER THE MISSOURI
 KD0595'RIVER AT LEXINGTON, ABOUT 0.7 MILE NORTH AND 1.2 MILES EAST OF
 KD0595'THE HICKLIN SCHOOL ON U.S. HIGHWAY NO. 24, 0.25 MILE NORTH OF AN
 KD0595'EAST-WEST COUNTY ROAD, ABOUT 0.25 MILE EAST OF THE NORTHWEST
 KD0595'CORNER OF SECTION 29, NEAR MILEPOST NO. 241, ABOUT 625.0 FEET
 KD0595'SOUTH OF THE TRACK, IN A NORTH-SOUTH FENCE LINE, ABOUT 300.0
 KD0595'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A LAKE AND NEAR THE
 KD0595'NORTHWEST END OF LAKE.  THE TOP OF A MISSOURI RIVER COMMISSION
 KD0595'IRON CAP SET ON TOP OF A 4-INCH IRON PIPE AND PROJECTING 0.5 FOOT
 KD0595'ABOVE THE GROUND.  NOTE-- THE ELM TREE MENTIONED IN THE
 KD0595'DESCRIPTIONS HAS BEEN CUT DOWN.  THE BENCH MARK IS ALSO 6.0 MILES
 KD0595'WEST OF THE DOVER STATION SIGN.
 KD0595
 KD0595                          STATION RECOVERY (1962)
 KD0595
 KD0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0369 ***********************************************************************
 KE0369  DESIGNATION -  2
 KE0369  PID         -  KE0369
 KE0369  STATE/COUNTY-  MO/BUCHANAN
 KE0369  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0369
 KE0369                         *CURRENT SURVEY CONTROL
 KE0369  ___________________________________________________________________
 KE0369* NAD 83(1986)-  39 45 03.     (N)    094 51 15.     (W)     SCALED    
 KE0369* NAVD 88     -       249.914  (meters)     819.93   (feet)  ADJUSTED  
 KE0369  ___________________________________________________________________
 KE0369  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0369  DYNAMIC HT  -         249.769 (meters)     819.45  (feet)  COMP
 KE0369  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 KE0369
 KE0369  VERT ORDER  -  FIRST     CLASS II
 KE0369
 KE0369.The horizontal coordinates were scaled from a topographic map and have
 KE0369.an estimated accuracy of +/- 6 seconds.
 KE0369
 KE0369.The orthometric height was determined by differential leveling
 KE0369.and adjusted by the National Geodetic Survey in June 1991..
 KE0369
 KE0369.The geoid height was determined by GEOID03.
 KE0369
 KE0369.The dynamic height is computed by dividing the NAVD 88
 KE0369.geopotential number by the normal gravity value computed on the
 KE0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0369.degrees latitude (g = 980.6199 gals.).
 KE0369
 KE0369.The modeled gravity was interpolated from observed gravity values.
 KE0369
 KE0369;                    North         East    Units  Estimated Accuracy
 KE0369;SPC MO W     -   397,860.      819,650.      MT  (+/- 180 meters Scaled)
 KE0369
 KE0369                          SUPERSEDED SURVEY CONTROL
 KE0369
 KE0369  NGVD 29 (??/??/92)  249.821  (m)          819.62   (f) ADJ UNCH    1 2
 KE0369
 KE0369.Superseded values are not recommended for survey control.
 KE0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0369.See file dsdata.txt to determine how the superseded data were derived.
 KE0369
 KE0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE411017(NAD 83)
 KE0369_MARKER: DD = SURVEY DISK
 KE0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0369_STAMPING: 2
 KE0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0369+STABILITY: SURFACE MOTION
 KE0369
 KE0369  HISTORY     - Date     Condition        Report By
 KE0369  HISTORY     - UNK      MONUMENTED       MO7070
 KE0369  HISTORY     - 1948     GOOD             NGS
 KE0369  HISTORY     - 1959     GOOD             NGS
 KE0369
 KE0369                          STATION DESCRIPTION
 KE0369
 KE0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0369'AT ST JOSEPH.
 KE0369'AT ST. JOSEPH, IN THE SOUTHWEST SECTION OF THE CITY, APPROXIMATELY
 KE0369'ON THE EXTENSION TO EAST OF THE CENTER LINE OF DUNCAN STREET
 KE0369'LEADING WEST FROM FOURTH STREET, 20.2 FEET EAST OF THE CENTER
 KE0369'OF AN IRON MANHOLE COVER IN THE CENTER OF FOURTH STREET,
 KE0369'16.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 KE0369'STUCCO BUILDING OCCUPIED BY FISK TIRE CO, 11.0 FEET SOUTH
 KE0369'OF THE CENTER LINE OF A DRIVEWAY LEADING EAST, 2.2 FEET
 KE0369'WEST OF THE WEST EDGE OF A SIDEWALK, 2.0 FEET EAST OF THE EAST
 KE0369'CURB OF FOURTH STREET, SET IN THE TOP OF A CONCRETE POST 0.2
 KE0369'FOOT BELOW GROUND LEVEL.
 KE0369
 KE0369                          STATION RECOVERY (1959)
 KE0369
 KE0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KE0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0040 ***********************************************************************
 HE0040  DESIGNATION -  2 A
 HE0040  PID         -  HE0040
 HE0040  STATE/COUNTY-  MO/VERNON
 HE0040  USGS QUAD   -  HORTON (1991)
 HE0040
 HE0040                         *CURRENT SURVEY CONTROL
 HE0040  ___________________________________________________________________
 HE0040* NAD 83(1986)-  37 57 39.     (N)    094 21 47.     (W)     SCALED    
 HE0040* NAVD 88     -       229.952  (meters)     754.43   (feet)  ADJUSTED  
 HE0040  ___________________________________________________________________
 HE0040  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HE0040  DYNAMIC HT  -         229.784 (meters)     753.88  (feet)  COMP
 HE0040  MODELED GRAV-     979,895.7   (mgal)                       NAVD 88
 HE0040
 HE0040  VERT ORDER  -  FIRST     CLASS II
 HE0040
 HE0040.The horizontal coordinates were scaled from a topographic map and have
 HE0040.an estimated accuracy of +/- 6 seconds.
 HE0040
 HE0040.The orthometric height was determined by differential leveling
 HE0040.and adjusted by the National Geodetic Survey in June 1991..
 HE0040.WARNING-Repeat measurements at this control monument indicate possible
 HE0040.vertical movement.
 HE0040
 HE0040.The geoid height was determined by GEOID03.
 HE0040
 HE0040.The dynamic height is computed by dividing the NAVD 88
 HE0040.geopotential number by the normal gravity value computed on the
 HE0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0040.degrees latitude (g = 980.6199 gals.).
 HE0040
 HE0040.The modeled gravity was interpolated from observed gravity values.
 HE0040
 HE0040;                    North         East    Units  Estimated Accuracy
 HE0040;SPC MO W     -   199,110.      862,030.      MT  (+/- 180 meters Scaled)
 HE0040
 HE0040                          SUPERSEDED SURVEY CONTROL
 HE0040
 HE0040  NGVD 29 (??/??/92)  229.85   (m)          754.1    (f) COMPUTED    1 2
 HE0040
 HE0040.Superseded values are not recommended for survey control.
 HE0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0040.See file dsdata.txt to determine how the superseded data were derived.
 HE0040
 HE0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC802023(NAD 83)
 HE0040_MARKER: Q = CHISELED SQUARE
 HE0040_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HE0040_SP_SET: HEADWALL
 HE0040_MARK LOGO: NONE  
 HE0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0040+STABILITY: SURFACE MOTION
 HE0040
 HE0040  HISTORY     - Date     Condition        Report By
 HE0040  HISTORY     - 1938     MONUMENTED       USGS
 HE0040  HISTORY     - 1963     GOOD             NGS
 HE0040
 HE0040                          STATION DESCRIPTION
 HE0040
 HE0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0040'1.1 MI S FROM HORTON.
 HE0040'ABOUT 1.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 HE0040'FROM THE POST OFFICE AT HORTON, IN SECTION 29, T 37 N, R 31 W,
 HE0040'1 1/2 POLES SOUTH OF MILEPOST 308-20, A CHISELED SQUARE 1.6 FEET
 HE0040'NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A
 HE0040'CULVERT, 10 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET BELOW
 HE0040'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0011 ***********************************************************************
 GE0011  DESIGNATION -  2 H
 GE0011  PID         -  GE0011
 GE0011  STATE/COUNTY-  MO/BUTLER
 GE0011  USGS QUAD   -  ROMBAUER (1966)
 GE0011
 GE0011                         *CURRENT SURVEY CONTROL
 GE0011  ___________________________________________________________________
 GE0011* NAD 83(1986)-  36 51 19.     (N)    090 16 25.     (W)     SCALED    
 GE0011* NAVD 88     -       101.484  (meters)     332.95   (feet)  ADJUSTED  
 GE0011  ___________________________________________________________________
 GE0011  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GE0011  DYNAMIC HT  -         101.404 (meters)     332.69  (feet)  COMP
 GE0011  MODELED GRAV-     979,844.4   (mgal)                       NAVD 88
 GE0011
 GE0011  VERT ORDER  -  FIRST     CLASS II
 GE0011
 GE0011.The horizontal coordinates were scaled from a topographic map and have
 GE0011.an estimated accuracy of +/- 6 seconds.
 GE0011
 GE0011.The orthometric height was determined by differential leveling
 GE0011.and adjusted by the National Geodetic Survey in June 1991..
 GE0011
 GE0011.The geoid height was determined by GEOID03.
 GE0011
 GE0011.The dynamic height is computed by dividing the NAVD 88
 GE0011.geopotential number by the normal gravity value computed on the
 GE0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0011.degrees latitude (g = 980.6199 gals.).
 GE0011
 GE0011.The modeled gravity was interpolated from observed gravity values.
 GE0011
 GE0011;                    North         East    Units  Estimated Accuracy
 GE0011;SPC MO E     -   113,420.      270,190.      MT  (+/- 180 meters Scaled)
 GE0011
 GE0011                          SUPERSEDED SURVEY CONTROL
 GE0011
 GE0011  NGVD 29 (??/??/92)  101.505  (m)          333.02   (f) ADJ UNCH    1 2
 GE0011
 GE0011.Superseded values are not recommended for survey control.
 GE0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0011.See file dsdata.txt to determine how the superseded data were derived.
 GE0011
 GE0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA430822(NAD 83)
 GE0011_MARKER: DD = SURVEY DISK
 GE0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0011_STAMPING: 333.044 1931 2 H
 GE0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0011+STABILITY: SURFACE MOTION
 GE0011
 GE0011  HISTORY     - Date     Condition        Report By
 GE0011  HISTORY     - 1931     MONUMENTED       USGS
 GE0011  HISTORY     - 1934     GOOD             NGS
 GE0011  HISTORY     - 1965     MARK NOT FOUND   USGS
 GE0011
 GE0011                          STATION DESCRIPTION
 GE0011
 GE0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0011'1 MI NE FROM ROMBAUER.
 GE0011'1 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0011'THE STATION AT ROMBAUER, BUTLER COUNTY, 63 FEET NORTH OF AN S
 GE0011'SIGN, 55.5 FEET NORTH OF POLE 185/3, 54 FEET NORTHWEST OF THE
 GE0011'CENTERLINE OF THE TRACK, 75 FEET SOUTHEAST OF THE CENTERLINE OF
 GE0011'A COUNTY ROAD, 50 FEET NORTHWEST OF THE WEST CORNER OF BRIDGE
 GE0011'NO. A 185.1, AND 1.5 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY
 GE0011'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GE0011'333.044 1931 2 H AND SET IN THE TOP OF A CONCRETE POST
 GE0011'PROJECTING 2 INCHES ABOVE GROUND.
 GE0011
 GE0011                          STATION RECOVERY (1965)
 GE0011
 GE0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GE0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0542 ***********************************************************************
 HC0542  DESIGNATION -  2 J
 HC0542  PID         -  HC0542
 HC0542  STATE/COUNTY-  MO/SHANNON
 HC0542  USGS QUAD   -  WINONA (1997)
 HC0542
 HC0542                         *CURRENT SURVEY CONTROL
 HC0542  ___________________________________________________________________
 HC0542* NAD 83(1986)-  37 03 55.     (N)    091 20 18.     (W)     SCALED    
 HC0542* NAVD 88     -       339.808  (meters)    1114.85   (feet)  POSTED    
 HC0542  ___________________________________________________________________
 HC0542  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 HC0542  DYNAMIC HT  -         339.530 (meters)    1113.94  (feet)  COMP
 HC0542  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 HC0542
 HC0542  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0542
 HC0542.The horizontal coordinates were scaled from a topographic map and have
 HC0542.an estimated accuracy of +/- 6 seconds.
 HC0542
 HC0542.The orthometric height was determined by differential leveling
 HC0542.and adjusted by the National Geodetic Survey in 1992..
 HC0542.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0542.rate of 0.0 thru 1.0 mm/km.
 HC0542
 HC0542.The geoid height was determined by GEOID03.
 HC0542
 HC0542.The dynamic height is computed by dividing the NAVD 88
 HC0542.geopotential number by the normal gravity value computed on the
 HC0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0542.degrees latitude (g = 980.6199 gals.).
 HC0542
 HC0542.The modeled gravity was interpolated from observed gravity values.
 HC0542
 HC0542;                    North         East    Units  Estimated Accuracy
 HC0542;SPC MO E     -   137,030.      175,450.      MT  (+/- 180 meters Scaled)
 HC0542
 HC0542                          SUPERSEDED SURVEY CONTROL
 HC0542
 HC0542.No superseded survey control is available for this station.
 HC0542
 HC0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB477034(NAD 83)
 HC0542_MARKER: DD = SURVEY DISK
 HC0542_SETTING: 66 = SET IN ROCK OUTCROP
 HC0542_SP_SET: ROCK OUTCROP
 HC0542_STAMPING: 1115 2 J 1933
 HC0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC0542+STABILITY: POSITION/ELEVATION WELL
 HC0542
 HC0542  HISTORY     - Date     Condition        Report By
 HC0542  HISTORY     - 1933     MONUMENTED       USGS
 HC0542  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0542  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0542
 HC0542                          STATION DESCRIPTION
 HC0542
 HC0542'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 HC0542'5 MI N FROM WINONA.
 HC0542'5 MILES NORTH ALONG STATE HIGHWAY 19 FROM WINONA, SHANNON COUNTY,
 HC0542'IN NORTHWEST 1/4 SEC. 25, T. 28 N., R. 4 W., 300 YARDS SOUTH OF
 HC0542'THE JUNCTION OF A DIM ROAD LEADING WEST, AT THE TOP OF A SMALL
 HC0542'HILL, 35 FEET WEST OF THE HIGHWAY, AND IN THE TOP OF A LIMESTONE
 HC0542'OUTCROP.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1115
 HC0542'2 J 1933.
 HC0542
 HC0542                          STATION RECOVERY (1977)
 HC0542
 HC0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0542'MARK NOT FOUND.
 HC0542
 HC0542                          STATION RECOVERY (1977)
 HC0542
 HC0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0354 ***********************************************************************
 GE0354  DESIGNATION -  2 J
 GE0354  PID         -  GE0354
 GE0354  STATE/COUNTY-  MO/RIPLEY
 GE0354  USGS QUAD   -  OXLY (1979)
 GE0354
 GE0354                         *CURRENT SURVEY CONTROL
 GE0354  ___________________________________________________________________
 GE0354* NAD 83(1986)-  36 36 51.     (N)    090 44 50.     (W)     SCALED    
 GE0354* NAVD 88     -       132.050  (meters)     433.23   (feet)  POSTED    
 GE0354  ___________________________________________________________________
 GE0354  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 GE0354  DYNAMIC HT  -         131.940 (meters)     432.87  (feet)  COMP
 GE0354  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 GE0354
 GE0354  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GE0354
 GE0354.The horizontal coordinates were scaled from a topographic map and have
 GE0354.an estimated accuracy of +/- 6 seconds.
 GE0354
 GE0354.The orthometric height was determined by differential leveling
 GE0354.and adjusted by the National Geodetic Survey in 1992..
 GE0354.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GE0354.rate of 4.1 thru 8.0 mm/km.
 GE0354
 GE0354.The geoid height was determined by GEOID03.
 GE0354
 GE0354.The dynamic height is computed by dividing the NAVD 88
 GE0354.geopotential number by the normal gravity value computed on the
 GE0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0354.degrees latitude (g = 980.6199 gals.).
 GE0354
 GE0354.The modeled gravity was interpolated from observed gravity values.
 GE0354
 GE0354;                    North         East    Units  Estimated Accuracy
 GE0354;SPC MO E     -    86,670.      227,890.      MT  (+/- 180 meters Scaled)
 GE0354
 GE0354                          SUPERSEDED SURVEY CONTROL
 GE0354
 GE0354  NGVD 29 (??/??/92)  132.016  (m)          433.12   (f) ADJ UNCH    3 0
 GE0354
 GE0354.Superseded values are not recommended for survey control.
 GE0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0354.See file dsdata.txt to determine how the superseded data were derived.
 GE0354
 GE0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA014544(NAD 83)
 GE0354_MARKER: DD = SURVEY DISK
 GE0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0354_STAMPING: 433 2 J 1934
 GE0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0354+STABILITY: SURFACE MOTION
 GE0354
 GE0354  HISTORY     - Date     Condition        Report By
 GE0354  HISTORY     - 1934     MONUMENTED       USGS
 GE0354  HISTORY     - 20031216 MARK NOT FOUND   USACE
 GE0354
 GE0354                          STATION DESCRIPTION
 GE0354
 GE0354'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GE0354'AT PULASKI.
 GE0354'AT PULASKI, RIPLEY COUNTY, ON THE MISSOURI PACIFIC RAILROAD, AT
 GE0354'A ROAD CROSSING, 42 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 GE0354'36 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 13 FEET EAST OF
 GE0354'A FENCE CORNER.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GE0354'433 2 J 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GE0354
 GE0354                          STATION RECOVERY (2003)
 GE0354
 GE0354'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 GE0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0028 ***********************************************************************
 JD0028  DESIGNATION -  2 J
 JD0028  PID         -  JD0028
 JD0028  STATE/COUNTY-  MO/BOONE
 JD0028  USGS QUAD   -  HUNTSDALE (1985)
 JD0028
 JD0028                         *CURRENT SURVEY CONTROL
 JD0028  ___________________________________________________________________
 JD0028* NAD 83(1986)-  38 59 03.     (N)    092 26 54.     (W)     SCALED    
 JD0028* NAVD 88     -       198.718  (meters)     651.96   (feet)  ADJUSTED  
 JD0028  ___________________________________________________________________
 JD0028  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JD0028  DYNAMIC HT  -         198.588 (meters)     651.53  (feet)  COMP
 JD0028  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 JD0028
 JD0028  VERT ORDER  -  SECOND    CLASS 0
 JD0028
 JD0028.The horizontal coordinates were scaled from a topographic map and have
 JD0028.an estimated accuracy of +/- 6 seconds.
 JD0028
 JD0028.The orthometric height was determined by differential leveling
 JD0028.and adjusted by the National Geodetic Survey in June 1991..
 JD0028
 JD0028.The geoid height was determined by GEOID03.
 JD0028
 JD0028.The dynamic height is computed by dividing the NAVD 88
 JD0028.geopotential number by the normal gravity value computed on the
 JD0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0028.degrees latitude (g = 980.6199 gals.).
 JD0028
 JD0028.The modeled gravity was interpolated from observed gravity values.
 JD0028
 JD0028;                    North         East    Units  Estimated Accuracy
 JD0028;SPC MO C     -   349,670.      504,480.      MT  (+/- 180 meters Scaled)
 JD0028
 JD0028                          SUPERSEDED SURVEY CONTROL
 JD0028
 JD0028  NGVD 29 (??/??/92)  198.693  (m)          651.88   (f) ADJ UNCH    2 0
 JD0028
 JD0028.Superseded values are not recommended for survey control.
 JD0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0028.See file dsdata.txt to determine how the superseded data were derived.
 JD0028
 JD0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD477151(NAD 83)
 JD0028_MARKER: DD = SURVEY DISK
 JD0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0028_STAMPING: 2 J 1930 651.8
 JD0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0028+STABILITY: SURFACE MOTION
 JD0028
 JD0028  HISTORY     - Date     Condition        Report By
 JD0028  HISTORY     - 1930     MONUMENTED       USGS
 JD0028  HISTORY     - 1935     GOOD             NGS
 JD0028
 JD0028                          STATION DESCRIPTION
 JD0028
 JD0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD0028'IN MIDWAY.
 JD0028'AT MIDWAY, BOONE COUNTY, ABOUT 150 FEET SOUTHEAST OF THE
 JD0028'SOUTHEAST CORNER OF HENDERSON CAFE, AT A HIGHWAY CROSSING, 39
 JD0028'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 40, 22 FEET
 JD0028'EAST OF THE CENTERLINE OF A ROAD AND 5 FEET SOUTH OF A FENCE
 JD0028'CORNER POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JD0028'STAMPED 2 J 1930 651.8 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0350 ***********************************************************************
 KC0350  DESIGNATION -  20
 KC0350  PID         -  KC0350
 KC0350  STATE/COUNTY-  MO/PIKE
 KC0350  USGS QUAD   -  ASHBURN (1993)
 KC0350
 KC0350                         *CURRENT SURVEY CONTROL
 KC0350  ___________________________________________________________________
 KC0350* NAD 83(1986)-  39 32 56.     (N)    091 10 15.     (W)     SCALED    
 KC0350* NAVD 88     -       144.321  (meters)     473.49   (feet)  ADJUSTED  
 KC0350  ___________________________________________________________________
 KC0350  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KC0350  DYNAMIC HT  -         144.239 (meters)     473.22  (feet)  COMP
 KC0350  MODELED GRAV-     980,062.5   (mgal)                       NAVD 88
 KC0350
 KC0350  VERT ORDER  -  SECOND    CLASS 0
 KC0350
 KC0350.The horizontal coordinates were scaled from a topographic map and have
 KC0350.an estimated accuracy of +/- 6 seconds.
 KC0350
 KC0350.The orthometric height was determined by differential leveling
 KC0350.and adjusted by the National Geodetic Survey in June 1991..
 KC0350
 KC0350.The geoid height was determined by GEOID03.
 KC0350
 KC0350.The dynamic height is computed by dividing the NAVD 88
 KC0350.geopotential number by the normal gravity value computed on the
 KC0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0350.degrees latitude (g = 980.6199 gals.).
 KC0350
 KC0350.The modeled gravity was interpolated from observed gravity values.
 KC0350
 KC0350;                    North         East    Units  Estimated Accuracy
 KC0350;SPC MO E     -   412,580.      192,340.      MT  (+/- 180 meters Scaled)
 KC0350
 KC0350                          SUPERSEDED SURVEY CONTROL
 KC0350
 KC0350  NGVD 29 (??/??/92)  144.380  (m)          473.69   (f) ADJ UNCH    2 0
 KC0350
 KC0350.Superseded values are not recommended for survey control.
 KC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0350.See file dsdata.txt to determine how the superseded data were derived.
 KC0350
 KC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD571792(NAD 83)
 KC0350_MARKER: B = BOLT
 KC0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0350_SP_SET: STONE MARKER
 KC0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0350+STABILITY: SURFACE MOTION
 KC0350
 KC0350  HISTORY     - Date     Condition        Report By
 KC0350  HISTORY     - UNK      MONUMENTED       DOD
 KC0350  HISTORY     - 1935     GOOD             NGS
 KC0350
 KC0350                          STATION DESCRIPTION
 KC0350
 KC0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0350'0.2 MI N FROM ASHBURN.
 KC0350'0.2 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0350'FROM THE STATION AT ASHBURN, PIKE COUNTY, ABOUT 500 FEET SOUTH
 KC0350'OF THE W. AYERS HOUSE, 50 FEET SOUTH OF A ROAD CROSSING, SOUTHEAST
 KC0350'OF A WAGON ROAD CROSSING OVER A SMALL CREEK, DIRECTLY BACK OF
 KC0350'THE RAILROAD SHEDS ON THE WEST SIDE OF THE TRACK, 55 FEET WEST
 KC0350'OF THE CENTERLINE OF THE TRACK, AT THE NORTH FENCE OF A SMALL
 KC0350'CULTIVATED FIELD, AT THE SOUTH EDGE OF THE RIVERSIDE GATEPOST,
 KC0350'AND IN THE CENTER OF A STONE MARKER FLUSH WITH THE GROUND.  THE
 KC0350'TOP OF A COPPER BOLT LEADED VERTICALLY AND MARKED U.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0379 ***********************************************************************
 KC0379  DESIGNATION -  20
 KC0379  PID         -  KC0379
 KC0379  STATE/COUNTY-  MO/PIKE
 KC0379  USGS QUAD   -  ASHBURN (1993)
 KC0379
 KC0379                         *CURRENT SURVEY CONTROL
 KC0379  ___________________________________________________________________
 KC0379* NAD 83(1986)-  39 32 52.     (N)    091 10 14.     (W)     SCALED    
 KC0379* NAVD 88     -       145.292  (meters)     476.68   (feet)  ADJUSTED  
 KC0379  ___________________________________________________________________
 KC0379  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KC0379  DYNAMIC HT  -         145.210 (meters)     476.41  (feet)  COMP
 KC0379  MODELED GRAV-     980,062.4   (mgal)                       NAVD 88
 KC0379
 KC0379  VERT ORDER  -  SECOND    CLASS 0
 KC0379
 KC0379.The horizontal coordinates were scaled from a topographic map and have
 KC0379.an estimated accuracy of +/- 6 seconds.
 KC0379
 KC0379.The orthometric height was determined by differential leveling
 KC0379.and adjusted by the National Geodetic Survey in June 1991..
 KC0379
 KC0379.The geoid height was determined by GEOID03.
 KC0379
 KC0379.The dynamic height is computed by dividing the NAVD 88
 KC0379.geopotential number by the normal gravity value computed on the
 KC0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0379.degrees latitude (g = 980.6199 gals.).
 KC0379
 KC0379.The modeled gravity was interpolated from observed gravity values.
 KC0379
 KC0379;                    North         East    Units  Estimated Accuracy
 KC0379;SPC MO E     -   412,460.      192,370.      MT  (+/- 180 meters Scaled)
 KC0379
 KC0379                          SUPERSEDED SURVEY CONTROL
 KC0379
 KC0379  NGVD 29 (??/??/92)  145.351  (m)          476.87   (f) ADJ UNCH    2 0
 KC0379
 KC0379.Superseded values are not recommended for survey control.
 KC0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0379.See file dsdata.txt to determine how the superseded data were derived.
 KC0379
 KC0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD571791(NAD 83)
 KC0379_MARKER: DB = BENCH MARK DISK
 KC0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0379+STABILITY: SURFACE MOTION
 KC0379
 KC0379  HISTORY     - Date     Condition        Report By
 KC0379  HISTORY     - UNK      MONUMENTED       CGS
 KC0379  HISTORY     - 1935     GOOD             NGS
 KC0379
 KC0379                          STATION DESCRIPTION
 KC0379
 KC0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0379'AT ASHBURN.
 KC0379'AT ASHBURN, PIKE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 KC0379'RAILROAD, 105 YARDS NORTH OF THE STATION, 8-1/2 YARDS WEST OF THE
 KC0379'CENTERLINE OF THE TRACK, AND AT A GARDEN FENCE LINE.  A COPPER
 KC0379'BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1830 ***********************************************************************
 HB1830  DESIGNATION -  201 1
 HB1830  PID         -  HB1830
 HB1830  STATE/COUNTY-  MO/SCOTT
 HB1830  USGS QUAD   -  THEBES (1996)
 HB1830
 HB1830                         *CURRENT SURVEY CONTROL
 HB1830  ___________________________________________________________________
 HB1830* NAD 83(1997)-  37 14 27.71446(N)    089 29 27.30549(W)     ADJUSTED  
 HB1830* NAVD 88     -       161.3    (meters)     529.     (feet)  VERTCON   
 HB1830  ___________________________________________________________________
 HB1830  X           -      45,171.134 (meters)                     COMP
 HB1830  Y           -  -5,083,755.070 (meters)                     COMP
 HB1830  Z           -   3,838,802.972 (meters)                     COMP
 HB1830  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 HB1830  ELLIP HEIGHT-         133.00  (meters)          (02/17/00) GPS OBS
 HB1830  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB1830
 HB1830  HORZ ORDER  -  FIRST
 HB1830  ELLP ORDER  -  FOURTH    CLASS I
 HB1830
 HB1830.The horizontal coordinates were established by GPS observations
 HB1830.and adjusted by the National Geodetic Survey in February 2000..
 HB1830
 HB1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1830
 HB1830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1830
 HB1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1830
 HB1830.The ellipsoidal height was determined by GPS observations
 HB1830.and is referenced to NAD 83.
 HB1830
 HB1830.The geoid height was determined by GEOID03.
 HB1830
 HB1830;                    North         East     Units Scale Factor Converg.
 HB1830;SPC MO E     -   156,677.629   339,531.029   MT  1.00003204   +0 36 38.5
 HB1830;UTM  16      - 4,124,518.944   279,050.644   MT  1.00020141   -1 30 28.9
 HB1830
 HB1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1830!SPC MO E     -   0.99997913  x   1.00003204  =   1.00001117
 HB1830!UTM  16      -   0.99997913  x   1.00020141  =   1.00018053
 HB1830
 HB1830                          SUPERSEDED SURVEY CONTROL
 HB1830
 HB1830  NAD 83(1997)-  37 14 27.71447(N)    089 29 27.30549(W) AD(       ) 1
 HB1830  NAD 83(1997)-  37 14 27.72450(N)    089 29 27.30681(W) AD(       ) 1
 HB1830  NAD 83(1986)-  37 14 27.72861(N)    089 29 27.30972(W) AD(       ) 1
 HB1830  NGVD 29 (09/22/93)  161.1    (m)          529.     (f) GPS OBS        
 HB1830
 HB1830.Superseded values are not recommended for survey control.
 HB1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1830.See file dsdata.txt to determine how the superseded data were derived.
 HB1830
 HB1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7905124519(NAD 83)
 HB1830_MARKER: A = ALUMINUM MARKER
 HB1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1830_SP_SET: CONCRETE POST
 HB1830_STAMPING: 201-1 1986
 HB1830_MARK LOGO: MODNR 
 HB1830_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HB1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1830+STABILITY: SURFACE MOTION
 HB1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1830+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1991
 HB1830
 HB1830  HISTORY     - Date     Condition        Report By
 HB1830  HISTORY     - 1986     MONUMENTED       MODNR
 HB1830  HISTORY     - 19910203 GOOD
 HB1830
 HB1830                          STATION DESCRIPTION
 HB1830
 HB1830'DESCRIBED BY MO DEPT OF NAT RES 1986
 HB1830'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1830'STATION 201-1, 1986 IS A 2 1/2 INCH BY 36 INCH ALUMINUM PIPE MONUMENT
 HB1830'ENCASED IN CONCRETE WITH A CAP STAMPED 201-1, 1986. IT IS SET 4
 HB1830'INCHES BELOW THE SURFACE OF A GRAVEL TURN-AROUND AREA AT THE UPPER
 HB1830'END OF A ROAD ON WESTLAKE QUARRY.  IT IS INSIDE A FENCED AREA
 HB1830'NORTHEAST OF THE PORT AUTHORITY WATER TANK.  IT IS 208.1 FT (63.4 M)
 HB1830'NORTHEAST OF A FENCE CORNER, 44.3 FT (13.5 M) NNE OF THE SW STEEL
 HB1830'GATE POST AND 36.4 FT (11.1 M) NW OF NE STEEL GATE POST.
 HB1830'THE AZIMUTH MARK, CAPE GIRARDEAU 31-1, 1986, IS LOCATED ABOUT 6.8
 HB1830'MILES WEST IN THE WEST 1/2 OF SECTION 28, T30N, R13W.  IT IS A
 HB1830'SIMILAR INSTALLATION WITH A CAP STAMPED 31-1, 1986.  THE MONUMENT IS
 HB1830'JUST BELOW THE SURFACE OF THE GRAVEL ROAD ON THE LEVEE OF THE
 HB1830'HEADWATER DIVERSION CHANNEL.  IT IS 366.9 FT (111.8 M) WEST OF A
 HB1830'UTILITY POLE IN LINE WITH THE NORTH EDGE OF COUNTY ROAD 218 (ASSUMED
 HB1830'EAST), 165.4 FT (50.4 M) N 48 47 W OF A SECOND UTILITY POLE AND
 HB1830'237.1 FT (72.3 M) N 25 57 E OF A THIRD.
 HB1830'STATION AND AZIMUTH MARK TO REACH
 HB1830'TO REACH STATION 201-1 IN SCOTT COUNTY FROM I-55 EXIT 89 (SCOTT CITY,
 HB1830'ROUTE M WEST AND ROUTE K EAST) GO EASTERLY ON ROUTE K FOR 2 MILES TO
 HB1830'WESTERN JUNCTION WITH ROUTE N (SOUTH AND EASTERLY) CONTINUE EASTERLY
 HB1830'ON ROUTES K AND N FOR 0.95 MILES TO EASTERN JUNCTION OF ROUTE N WHICH
 HB1830'CONTINUES EASTERLY.  TURN LEFT AND GO NORTHERLY ON ROUTE K FOR 0.28
 HB1830'MILES TO BEGINNING OF A CURVE LEFT AND A GRAVEL ROAD ON RIGHT
 HB1830'CONTINUING NORTH.  TURN RIGHT AND LEFT ONTO GRAVEL ROAD AND GO
 HB1830'NORTHERLY UP HILL FOR 0.9 MILES TO TOP OF HILL AND STEEL GATE ON LEFT
 HB1830'AND STATION AS DESCRIBED.
 HB1830'TO REACH THE AZIMUTH MARK, STATION 31-1, FROM I-55 EXIT 91 (CAPE
 HB1830'GIRARDEAU AIRPORT AND ROUTE AB), GO WEST ON ROUTE AB FOR 1.9 MILES TO
 HB1830'END (COUNTY ROAD 217 GOES SOUTH AND COUNTY ROAD 218 CONTINUES WEST).
 HB1830'CONTINUE WEST ON 218 FOR 0.65 MILES TO POINT WHERE 218 TURNS
 HB1830'SOUTHWEST. (THE STATION IS STRAIGHT WEST ON TOP OF LEVEE). CONTINUE
 HB1830'ON 218 FOR 0.1 MILES TO STATION ON RIGHT (NW) SIDE ACROSS RAILROAD
 HB1830'TRACK AND ON TOP OF LEVEE.
 HB1830'SPECIAL INFORMATION
 HB1830'DATE OF REPORT 07-25-1991
 HB1830
 HB1830                          STATION RECOVERY (1991)
 HB1830
 HB1830'RECOVERED 1991
 HB1830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1831 ***********************************************************************
 HB1831  DESIGNATION -  201 8
 HB1831  PID         -  HB1831
 HB1831  STATE/COUNTY-  MO/SCOTT
 HB1831  USGS QUAD   -  SCOTT CITY (1993)
 HB1831
 HB1831                         *CURRENT SURVEY CONTROL
 HB1831  ___________________________________________________________________
 HB1831* NAD 83(1997)-  37 13 59.74867(N)    089 32 40.54427(W)     ADJUSTED  
 HB1831* NAVD 88     -       110.0    (meters)     361.     (feet)  VERTCON   
 HB1831  ___________________________________________________________________
 HB1831  X           -      40,412.231 (meters)                     COMP
 HB1831  Y           -  -5,084,276.019 (meters)                     COMP
 HB1831  Z           -   3,838,085.548 (meters)                     COMP
 HB1831  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 HB1831  ELLIP HEIGHT-          81.72  (meters)          (02/17/00) GPS OBS
 HB1831  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HB1831
 HB1831  HORZ ORDER  -  FIRST
 HB1831  ELLP ORDER  -  FOURTH    CLASS I
 HB1831
 HB1831.The horizontal coordinates were established by GPS observations
 HB1831.and adjusted by the National Geodetic Survey in February 2000..
 HB1831
 HB1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1831
 HB1831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1831
 HB1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1831
 HB1831.The ellipsoidal height was determined by GPS observations
 HB1831.and is referenced to NAD 83.
 HB1831
 HB1831.The geoid height was determined by GEOID03.
 HB1831
 HB1831;                    North         East     Units Scale Factor Converg.
 HB1831;SPC MO E     -   155,766.099   334,777.062   MT  1.00002184   +0 34 41.2
 HB1831;UTM  16      - 4,123,783.642   274,265.332   MT  1.00022774   -1 32 25.0
 HB1831
 HB1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1831!SPC MO E     -   0.99998718  x   1.00002184  =   1.00000902
 HB1831!UTM  16      -   0.99998718  x   1.00022774  =   1.00021491
 HB1831
 HB1831                          SUPERSEDED SURVEY CONTROL
 HB1831
 HB1831  NAD 83(1997)-  37 13 59.74867(N)    089 32 40.54427(W) AD(       ) 1
 HB1831  NAD 83(1997)-  37 13 59.75871(N)    089 32 40.54561(W) AD(       ) 1
 HB1831  NAD 83(1986)-  37 13 59.76278(N)    089 32 40.54853(W) AD(       ) 1
 HB1831  NGVD 29 (09/22/93)  109.9    (m)          361.     (f) GPS OBS        
 HB1831
 HB1831.Superseded values are not recommended for survey control.
 HB1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1831.See file dsdata.txt to determine how the superseded data were derived.
 HB1831
 HB1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7426523784(NAD 83)
 HB1831_MARKER: A = ALUMINUM MARKER
 HB1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1831_SP_SET: CONCRETE POST
 HB1831_STAMPING: 201-8 1987
 HB1831_MARK LOGO: MODNR 
 HB1831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HB1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1831+STABILITY: SURFACE MOTION
 HB1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1831+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1991
 HB1831
 HB1831  HISTORY     - Date     Condition        Report By
 HB1831  HISTORY     - 1987     MONUMENTED       MODNR
 HB1831  HISTORY     - 19910203 GOOD
 HB1831
 HB1831                          STATION DESCRIPTION
 HB1831
 HB1831'DESCRIBED BY MO DEPT OF NAT RES 1987
 HB1831'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1831'STATION 201-8 1986 IS A 2 1/2 BY 36 INCH ALUMINUM PIPE MONUMENT WITH A
 HB1831'CAP STAMPED 201-8 BURIED FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 HB1831'ON THE NE SIDE OF THE GRAVEL ROAD ON TOP OF THE HEADWATER DIVERSION
 HB1831'CHANNEL LEVEE BELONGING TO THE LITTLE RIVER DRAINAGE DISTRICT IN CAPE
 HB1831'GIRARDEAU, MO.  IT IS 157 FT (47.9 M) NW OF THE EAST GATE POST (NO
 HB1831'GATE) OF AN E-W FENCE CROSSING THE LEVEE, 10 FT (3.0 M) NE OF THE
 HB1831'CENTER LINE OF THE LEVEE ROAD, 3 FT (0.9 M) NE OF THE NE EDGE OF
 HB1831'THE ROAD AND 2 FT (0.6 M) WEST OF A METAL WITNESS POST AND SIGN.
 HB1831'THE AZ MARK, STATION 31-2 1986 IS A 2 1/2 BY 36 INCH ALUMINUM PIPE
 HB1831'MONUMENT WITH A CAP STAMPED 31-2, 1986.  IT IS ENCASED IN CONCRETE
 HB1831'AND BURIED FLUSH WITH THE SURFACE OF THE HEADWATER DIVERSION CHANNEL
 HB1831'LEVEE BELONGING TO THE LITTLE RIVER DRAINAGE DISTRICT IN CAPE
 HB1831'GIRARDEAU, MO.  IT IS LOCATED ON THE NE SIDE OF THE GRAVEL ROAD ON
 HB1831'THE LEVEE AT A CURVE WITH TANGENTS WEST AND SOUTHEAST.  IT IS 230.3
 HB1831'FT (70.2 M) ENE OF A 4 INCH CONCRETE POST ON THE SOUTH SIDE OF THE
 HB1831'LEVEE, 224 FT (68.3 M) EAST OF A N-S OVERHEAD POWER LINE, 6 FT
 HB1831'(1.8 M) SW OF THE TOP EDGE OF THE LEVEE AND 2.3 FT (0.7 M) WEST
 HB1831'OF A METAL WITNESS POST AND SIGN.
 HB1831'STATION AND AZIMUTH MARK TO REACH
 HB1831'TO REACH THE AZIMUTH MARK, CAPE GIRARDEAU STATION 31-2, FROM THE
 HB1831'CENTER OF I-55 EXIT 91 (CAPE GIRARDEAU AIRPORT AND ROUTE AB) GO EAST
 HB1831'ON COUNTY RD. 676 FOR 0.12 MILES TO INTERSECTION WITH ABANDONED U.S.
 HB1831'ROUTE 61.  TURN LEFT AND GO NORTH ON OLD ROUTE 61 FOR 0.25 MILES TO
 HB1831'LEVEE AND SITE OF FORMER BRIDGE OVER DIVERSION CHANNEL.  TURN RIGHT
 HB1831'AND GO EAST ON GRAVEL ROAD ON LEVEE FOR 0.75 MILES TO POINT WHERE
 HB1831'LEVEE TURNS SOUTHEAST AND THE STATION ON THE LEFT, 6 FT (1.8 M) NE
 HB1831'OF THE EDGE OF THE GRAVEL ROAD AS DESCRIBED.
 HB1831'TO REACH STATION 201-8 FROM THE AZIMUTH MARK CONTINUE SOUTHEASTERLY
 HB1831'ALONG LEVEE ROAD FOR 0.8 MILES TO THE STATION ON LEFT AS DESCRIBED.
 HB1831'SPECIAL INFORMATION
 HB1831'DATE OF REPORT 07-25-1991
 HB1831
 HB1831                          STATION RECOVERY (1991)
 HB1831
 HB1831'RECOVERED 1991
 HB1831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0139 ***********************************************************************
 JC0139  DESIGNATION -  20=17
 JC0139  PID         -  JC0139
 JC0139  STATE/COUNTY-  MO/ST LOUIS
 JC0139  USGS QUAD   -  ST CHARLES (1994)
 JC0139
 JC0139                         *CURRENT SURVEY CONTROL
 JC0139  ___________________________________________________________________
 JC0139* NAD 83(1986)-  38 47 11.     (N)    090 28 18.     (W)     SCALED    
 JC0139* NAVD 88     -       135.227  (meters)     443.66   (feet)  ADJUSTED  
 JC0139  ___________________________________________________________________
 JC0139  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JC0139  DYNAMIC HT  -         135.143 (meters)     443.38  (feet)  COMP
 JC0139  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JC0139
 JC0139  VERT ORDER  -  SECOND    CLASS 0
 JC0139
 JC0139.The horizontal coordinates were scaled from a topographic map and have
 JC0139.an estimated accuracy of +/- 6 seconds.
 JC0139
 JC0139.The orthometric height was determined by differential leveling
 JC0139.and adjusted by the National Geodetic Survey in June 1991..
 JC0139
 JC0139.The geoid height was determined by GEOID03.
 JC0139
 JC0139.The dynamic height is computed by dividing the NAVD 88
 JC0139.geopotential number by the normal gravity value computed on the
 JC0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0139.degrees latitude (g = 980.6199 gals.).
 JC0139
 JC0139.The modeled gravity was interpolated from observed gravity values.
 JC0139
 JC0139;                    North         East    Units  Estimated Accuracy
 JC0139;SPC MO E     -   327,720.      252,460.      MT  (+/- 180 meters Scaled)
 JC0139
 JC0139                          SUPERSEDED SURVEY CONTROL
 JC0139
 JC0139  NGVD 29 (??/??/92)  135.248  (m)          443.73   (f) ADJ UNCH    2 0
 JC0139
 JC0139.Superseded values are not recommended for survey control.
 JC0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0139.See file dsdata.txt to determine how the superseded data were derived.
 JC0139
 JC0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC196961(NAD 83)
 JC0139_MARKER: B = BOLT
 JC0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0139_SP_SET: STONE
 JC0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0139+STABILITY: SURFACE MOTION
 JC0139
 JC0139  HISTORY     - Date     Condition        Report By
 JC0139  HISTORY     - UNK      MONUMENTED       MORC
 JC0139  HISTORY     - 1935     GOOD             NGS
 JC0139
 JC0139                          STATION DESCRIPTION
 JC0139
 JC0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0139'NEAR ST CHARLES.
 JC0139'IN ST. LOUIS COUNTY, OPPOSITE ST. CHARLES, ST. CHARLES COUNTY,
 JC0139'THE WABASH RAILROAD BRIDGE OVER THE MISSOURI RIVER, IN THE
 JC0139'WEST FACE OF THE SECOND PIER FROM THE EAST END, IN THE CURVED
 JC0139'SURFACE AT THE SOUTH END OF THE PIER, IN THE SIXTEENTH COURSE
 JC0139'OF STONE FROM THE TOP, 2.8 FEET SOUTH OF THE LINE BETWEEN THE
 JC0139'ROUGH AND THE DRESSED STONE, AND ABOUT 2-3/4 FEET ABOVE THE
 JC0139'LEVEL OF THE GROUND.  A HORIZONTAL FURROW ON THE END OF A COPPER
 JC0139'BOLT LEADED HORIZONTALLY AND SURROUNDED BY THE CHISELED LETTERS
 JC0139'USPBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0606 ***********************************************************************
 KD0606  DESIGNATION -  203 BOLT
 KD0606  PID         -  KD0606
 KD0606  STATE/COUNTY-  MO/LAFAYETTE
 KD0606  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0606
 KD0606                         *CURRENT SURVEY CONTROL
 KD0606  ___________________________________________________________________
 KD0606* NAD 83(1986)-  39 11 40.     (N)    093 52 48.     (W)     SCALED    
 KD0606* NAVD 88     -       209.682  (meters)     687.93   (feet)  ADJUSTED  
 KD0606  ___________________________________________________________________
 KD0606  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0606  DYNAMIC HT  -         209.552 (meters)     687.51  (feet)  COMP
 KD0606  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 KD0606
 KD0606  VERT ORDER  -  FIRST     CLASS II
 KD0606
 KD0606.The horizontal coordinates were scaled from a topographic map and have
 KD0606.an estimated accuracy of +/- 6 seconds.
 KD0606
 KD0606.The orthometric height was determined by differential leveling
 KD0606.and adjusted by the National Geodetic Survey in June 1991..
 KD0606.WARNING-Repeat measurements at this control monument indicate possible
 KD0606.vertical movement.
 KD0606
 KD0606.The geoid height was determined by GEOID03.
 KD0606
 KD0606.The dynamic height is computed by dividing the NAVD 88
 KD0606.geopotential number by the normal gravity value computed on the
 KD0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0606.degrees latitude (g = 980.6199 gals.).
 KD0606
 KD0606.The modeled gravity was interpolated from observed gravity values.
 KD0606
 KD0606;                    North         East    Units  Estimated Accuracy
 KD0606;SPC MO W     -   336,220.      903,560.      MT  (+/- 180 meters Scaled)
 KD0606
 KD0606                          SUPERSEDED SURVEY CONTROL
 KD0606
 KD0606  NGVD 29 (??/??/92)  209.588  (m)          687.62   (f) ADJ UNCH    1 2
 KD0606
 KD0606.Superseded values are not recommended for survey control.
 KD0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0606.See file dsdata.txt to determine how the superseded data were derived.
 KD0606
 KD0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD240387(NAD 83)
 KD0606_MARKER: B = BOLT
 KD0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0606_SP_SET: STONE
 KD0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0606+STABILITY: SURFACE MOTION
 KD0606
 KD0606  HISTORY     - Date     Condition        Report By
 KD0606  HISTORY     - UNK      MONUMENTED       MORC
 KD0606  HISTORY     - 1948     GOOD             NGS
 KD0606  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0606
 KD0606                          STATION DESCRIPTION
 KD0606
 KD0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0606'AT LEXINGTON.
 KD0606'AT LEXINGTON, 1.05 MILES NORTHEAST OF STATE HIGHWAY 13 BRIDGE
 KD0606'OVER MISSOURI RIVER, 0.35 MILE NORTHEAST OF MILEPOST 246 AND THE
 KD0606'FOOT OF TENTH STREET, ABOUT 140.0 FEET NORTHEAST OF RAVINE
 KD0606'THROUGH WHICH A SMALL STREAM FALLS OVER 2 ROCK LEDGES, 153.5
 KD0606'FEET EAST OF THE EAST CORNER OF A RAILWAY CULVERT, 61.3 FEET
 KD0606'SOUTH OF THE SOUTH CORNER OF CONCRETE BASE FOR RAILWAY CANTILEVER
 KD0606'SIGNAL 2458L AND 2458R, 52.3 FEET SOUTH OF THE SOUTH CORNER
 KD0606'OF AN ABANDONED RAILWAY SIGNAL BASE, 51.1 FEET SOUTHEAST OF THE
 KD0606'SOUTHEAST RAIL OF MAIN TRACK, 23.5 FEET SOUTHEAST OF RIGHT-OF-WAY
 KD0606'FENCE, AT FOOT OF BLUFF, A COPPER BOLT LEADED IN A STONE SET
 KD0606'ABOUT 4.0 FEET UNDERGROUND, ACCESS THROUGH WHICH IS HAD THROUGH
 KD0606'AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP AND
 KD0606'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KD0606
 KD0606                          STATION RECOVERY (1986)
 KD0606
 KD0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0605 ***********************************************************************
 KD0605  DESIGNATION -  203 CAP
 KD0605  PID         -  KD0605
 KD0605  STATE/COUNTY-  MO/LAFAYETTE
 KD0605  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0605
 KD0605                         *CURRENT SURVEY CONTROL
 KD0605  ___________________________________________________________________
 KD0605* NAD 83(1986)-  39 11 40.     (N)    093 52 48.     (W)     SCALED    
 KD0605* NAVD 88     -       210.923  (meters)     692.00   (feet)  ADJUSTED  
 KD0605  ___________________________________________________________________
 KD0605  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0605  DYNAMIC HT  -         210.792 (meters)     691.57  (feet)  COMP
 KD0605  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 KD0605
 KD0605  VERT ORDER  -  FIRST     CLASS II
 KD0605
 KD0605.The horizontal coordinates were scaled from a topographic map and have
 KD0605.an estimated accuracy of +/- 6 seconds.
 KD0605
 KD0605.The orthometric height was determined by differential leveling
 KD0605.and adjusted by the National Geodetic Survey in June 1991..
 KD0605
 KD0605.The geoid height was determined by GEOID03.
 KD0605
 KD0605.The dynamic height is computed by dividing the NAVD 88
 KD0605.geopotential number by the normal gravity value computed on the
 KD0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0605.degrees latitude (g = 980.6199 gals.).
 KD0605
 KD0605.The modeled gravity was interpolated from observed gravity values.
 KD0605
 KD0605;                    North         East    Units  Estimated Accuracy
 KD0605;SPC MO W     -   336,220.      903,560.      MT  (+/- 180 meters Scaled)
 KD0605
 KD0605                          SUPERSEDED SURVEY CONTROL
 KD0605
 KD0605  NGVD 29 (??/??/92)  210.829  (m)          691.69   (f) ADJ UNCH    1 2
 KD0605
 KD0605.Superseded values are not recommended for survey control.
 KD0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0605.See file dsdata.txt to determine how the superseded data were derived.
 KD0605
 KD0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD240387(NAD 83)
 KD0605_MARKER: P = PIPE CAP
 KD0605_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0605_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0605
 KD0605  HISTORY     - Date     Condition        Report By
 KD0605  HISTORY     - UNK      MONUMENTED       MORC
 KD0605  HISTORY     - 1948     GOOD             NGS
 KD0605
 KD0605                          STATION DESCRIPTION
 KD0605
 KD0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0605'AT LEXINGTON.
 KD0605'AT LEXINGTON, 1.05 MILES NORTHEAST OF STATE HIGHWAY 13 BRIDGE
 KD0605'OVER MISSOURI RIVER, 0.35 MILE NORTHEAST OF MILEPOST 246 AND THE
 KD0605'FOOT OF TENTH STREET, ABOUT 140.0 FEET NORTHEAST OF RAVINE
 KD0605'THROUGH WHICH A SMALL STREAM FALLS OVER 2 ROCK LEDGES, 153.5
 KD0605'FEET EAST OF THE EAST CORNER OF A RAILWAY CULVERT, 61.3 FEET
 KD0605'SOUTH OF THE SOUTH CORNER OF CONCRETE BASE FOR RAILWAY CANTILEVER
 KD0605'SIGNAL 2458L AND 2458R, 52.3 FEET SOUTH OF THE SOUTH CORNER OF AN
 KD0605'ABANDONED RAILWAY SIGNAL BASE, 51.1 FEET SOUTHEAST OF THE
 KD0605'SOUTHEAST RAIL OF MAIN TRACK, 23.5 FEET SOUTHEAST OF RIGHT-OF-WAY
 KD0605'FENCE, AT FOOT OF BLUFF.  A MISSOURI RIVER COMMISSION CAP
 KD0605'BOLTED ON TOP OF AN IRON PIPE PROJECTING 0.2 FOOT ABOVE THE
 KD0605'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0609 ***********************************************************************
 KD0609  DESIGNATION -  205 BOLT
 KD0609  PID         -  KD0609
 KD0609  STATE/COUNTY-  MO/LAFAYETTE
 KD0609  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0609
 KD0609                         *CURRENT SURVEY CONTROL
 KD0609  ___________________________________________________________________
 KD0609* NAD 83(1986)-  39 11 26.     (N)    093 52 59.     (W)     SCALED    
 KD0609* NAVD 88     -       219.413  (meters)     719.86   (feet)  ADJUSTED  
 KD0609  ___________________________________________________________________
 KD0609  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0609  DYNAMIC HT  -         219.277 (meters)     719.41  (feet)  COMP
 KD0609  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 KD0609
 KD0609  VERT ORDER  -  FIRST     CLASS II
 KD0609
 KD0609.The horizontal coordinates were scaled from a topographic map and have
 KD0609.an estimated accuracy of +/- 6 seconds.
 KD0609
 KD0609.The orthometric height was determined by differential leveling
 KD0609.and adjusted by the National Geodetic Survey in June 1991..
 KD0609
 KD0609.The geoid height was determined by GEOID03.
 KD0609
 KD0609.The dynamic height is computed by dividing the NAVD 88
 KD0609.geopotential number by the normal gravity value computed on the
 KD0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0609.degrees latitude (g = 980.6199 gals.).
 KD0609
 KD0609.The modeled gravity was interpolated from observed gravity values.
 KD0609
 KD0609;                    North         East    Units  Estimated Accuracy
 KD0609;SPC MO W     -   335,780.      903,300.      MT  (+/- 180 meters Scaled)
 KD0609
 KD0609                          SUPERSEDED SURVEY CONTROL
 KD0609
 KD0609  NGVD 29 (??/??/92)  219.320  (m)          719.55   (f) ADJ UNCH    1 2
 KD0609
 KD0609.Superseded values are not recommended for survey control.
 KD0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0609.See file dsdata.txt to determine how the superseded data were derived.
 KD0609
 KD0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD237382(NAD 83)
 KD0609_MARKER: B = BOLT
 KD0609_SETTING: 66 = SET IN ROCK OUTCROP
 KD0609_SP_SET: ROCK OUTCROP
 KD0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD0609+STABILITY: POSITION/ELEVATION WELL
 KD0609
 KD0609  HISTORY     - Date     Condition        Report By
 KD0609  HISTORY     - UNK      MONUMENTED       MORC
 KD0609  HISTORY     - 1962     GOOD             NGS
 KD0609  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0609
 KD0609                          STATION DESCRIPTION
 KD0609
 KD0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0609'1.6 MI NE FROM MYRICK STATION.
 KD0609'1.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0609'MYRICK RAILROAD STATION, AT THE FOOT OF 10TH STREET, AT THE NORTH
 KD0609'POINT OF A WOODED BLUFF, DIRECTLY ACROSS THE TRACK FROM THE
 KD0609'SECOND POLE SOUTHWEST OF MILEPOST NO. 246, 196.5 FEET SOUTH EAST
 KD0609'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 266 FEET SOUTH OF THE
 KD0609'CENTERLINE OF THE SOUTHWEST HEADWALL OF A RAILROAD CULVERT, 46.5
 KD0609'FEET SOUTHWEST OF THE CENTERLINE OF 10TH STREET, A COPPER BOLT
 KD0609'SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK OUTCROP, ABOUT 15
 KD0609'FEET ABOVE THE TRACKS AND 0.4 FEET ABOVE THE GROUND.
 KD0609
 KD0609                          STATION RECOVERY (1986)
 KD0609
 KD0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0614 ***********************************************************************
 KD0614  DESIGNATION -  207 BOLT
 KD0614  PID         -  KD0614
 KD0614  STATE/COUNTY-  MO/LAFAYETTE
 KD0614  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0614
 KD0614                         *CURRENT SURVEY CONTROL
 KD0614  ___________________________________________________________________
 KD0614* NAD 83(1986)-  39 10 08.     (N)    093 54 47.     (W)     SCALED    
 KD0614* NAVD 88     -       211.065  (meters)     692.47   (feet)  ADJUSTED  
 KD0614  ___________________________________________________________________
 KD0614  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0614  DYNAMIC HT  -         210.933 (meters)     692.04  (feet)  COMP
 KD0614  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 KD0614
 KD0614  VERT ORDER  -  FIRST     CLASS II
 KD0614
 KD0614.The horizontal coordinates were scaled from a topographic map and have
 KD0614.an estimated accuracy of +/- 6 seconds.
 KD0614
 KD0614.The orthometric height was determined by differential leveling
 KD0614.and adjusted by the National Geodetic Survey in June 1991..
 KD0614.WARNING-Repeat measurements at this control monument indicate possible
 KD0614.vertical movement.
 KD0614
 KD0614.The geoid height was determined by GEOID03.
 KD0614
 KD0614.The dynamic height is computed by dividing the NAVD 88
 KD0614.geopotential number by the normal gravity value computed on the
 KD0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0614.degrees latitude (g = 980.6199 gals.).
 KD0614
 KD0614.The modeled gravity was interpolated from observed gravity values.
 KD0614
 KD0614;                    North         East    Units  Estimated Accuracy
 KD0614;SPC MO W     -   333,360.      900,720.      MT  (+/- 180 meters Scaled)
 KD0614
 KD0614                          SUPERSEDED SURVEY CONTROL
 KD0614
 KD0614  NGVD 29 (??/??/92)  210.973  (m)          692.17   (f) ADJ UNCH    1 2
 KD0614
 KD0614.Superseded values are not recommended for survey control.
 KD0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0614.See file dsdata.txt to determine how the superseded data were derived.
 KD0614
 KD0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD211359(NAD 83)
 KD0614_MARKER: B = BOLT
 KD0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0614_SP_SET: STONE
 KD0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0614+STABILITY: SURFACE MOTION
 KD0614
 KD0614  HISTORY     - Date     Condition        Report By
 KD0614  HISTORY     - UNK      MONUMENTED       MORC
 KD0614  HISTORY     - 1962     GOOD             NGS
 KD0614  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0614
 KD0614                          STATION DESCRIPTION
 KD0614
 KD0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0614'0.7 MI SW FROM MYRICK STATION.
 KD0614'0.7 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0614'STATION AT MYRICK STATION, 12 POLES SOUTHWEST OF MILEPOLE NO.
 KD0614'248, 2 POLES SOUTHWEST ACROSS THE HIGHWAY FROM POLE NO. 248-10,
 KD0614'43 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 24, 27 FEET
 KD0614'SOUTHEAST OF THE SOUTHEAST END OF A CULVERT, ABOUT 1 FOOT LOWER
 KD0614'THAN THE HIGHWAY, A COPPER BOLT LEADED IN THE TOP OF A STONE,
 KD0614'4 FEET UNDER THE GROUND.  NOTE-- ACCESS IS OBTAINED BY REMOVING
 KD0614'THE CAP FROM A 4-INCH PIPE.
 KD0614
 KD0614                          STATION RECOVERY (1986)
 KD0614
 KD0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0613 ***********************************************************************
 KD0613  DESIGNATION -  207 CAP
 KD0613  PID         -  KD0613
 KD0613  STATE/COUNTY-  MO/LAFAYETTE
 KD0613  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0613
 KD0613                         *CURRENT SURVEY CONTROL
 KD0613  ___________________________________________________________________
 KD0613* NAD 83(1986)-  39 10 07.     (N)    093 54 47.     (W)     SCALED    
 KD0613* NAVD 88     -       212.308  (meters)     696.55   (feet)  ADJUSTED  
 KD0613  ___________________________________________________________________
 KD0613  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0613  DYNAMIC HT  -         212.175 (meters)     696.11  (feet)  COMP
 KD0613  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 KD0613
 KD0613  VERT ORDER  -  FIRST     CLASS II
 KD0613
 KD0613.The horizontal coordinates were scaled from a topographic map and have
 KD0613.an estimated accuracy of +/- 6 seconds.
 KD0613
 KD0613.The orthometric height was determined by differential leveling
 KD0613.and adjusted by the National Geodetic Survey in June 1991..
 KD0613.WARNING-Repeat measurements at this control monument indicate possible
 KD0613.vertical movement.
 KD0613
 KD0613.The geoid height was determined by GEOID03.
 KD0613
 KD0613.The dynamic height is computed by dividing the NAVD 88
 KD0613.geopotential number by the normal gravity value computed on the
 KD0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0613.degrees latitude (g = 980.6199 gals.).
 KD0613
 KD0613.The modeled gravity was interpolated from observed gravity values.
 KD0613
 KD0613;                    North         East    Units  Estimated Accuracy
 KD0613;SPC MO W     -   333,330.      900,720.      MT  (+/- 180 meters Scaled)
 KD0613
 KD0613                          SUPERSEDED SURVEY CONTROL
 KD0613
 KD0613  NGVD 29 (??/??/92)  212.216  (m)          696.25   (f) ADJ UNCH    1 2
 KD0613
 KD0613.Superseded values are not recommended for survey control.
 KD0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0613.See file dsdata.txt to determine how the superseded data were derived.
 KD0613
 KD0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD211358(NAD 83)
 KD0613_MARKER: P = PIPE CAP
 KD0613_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0613_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0613
 KD0613  HISTORY     - Date     Condition        Report By
 KD0613  HISTORY     - UNK      MONUMENTED       MORC
 KD0613  HISTORY     - 1948     GOOD             NGS
 KD0613  HISTORY     - 1960     GOOD             NGS
 KD0613  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0613
 KD0613                          STATION DESCRIPTION
 KD0613
 KD0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0613'1.5 MI SW FROM LEXINGTON.
 KD0613'1.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0613'SOUTHEAST END OF STATE HIGHWAY NO. 13 BRIDGE OVER THE MISSOURI
 KD0613'RIVER, 0.7 MILE SOUTHWEST OF THE MYRICK STATION, 12 POLES
 KD0613'SOUTHWEST OF MILEPOST NO. 248, ABOUT 8 RAILS SOUTHWEST OF SIGNAL
 KD0613'TOWER 282, 43.0 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 KD0613'NO. 24, 27.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A HIGHWAY
 KD0613'CULVERT.  THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP SET ON
 KD0613'TOP OF A 4-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 KD0613
 KD0613                          STATION RECOVERY (1960)
 KD0613
 KD0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KD0613'RECOVERED IN GOOD CONDITION.
 KD0613
 KD0613                          STATION RECOVERY (1986)
 KD0613
 KD0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0516 ***********************************************************************
 KE0516  DESIGNATION -  209
 KE0516  PID         -  KE0516
 KE0516  STATE/COUNTY-  MO/HOLT
 KE0516  USGS QUAD   -  FORBES (1972)
 KE0516
 KE0516                         *CURRENT SURVEY CONTROL
 KE0516  ___________________________________________________________________
 KE0516* NAD 83(1986)-  39 54 27.     (N)    095 06 04.     (W)     SCALED    
 KE0516* NAVD 88     -       258.229  (meters)     847.21   (feet)  POSTED    
 KE0516  ___________________________________________________________________
 KE0516  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KE0516  DYNAMIC HT  -         258.080 (meters)     846.72  (feet)  COMP
 KE0516  MODELED GRAV-     980,059.2   (mgal)                       NAVD 88
 KE0516
 KE0516  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KE0516
 KE0516.The horizontal coordinates were scaled from a topographic map and have
 KE0516.an estimated accuracy of +/- 6 seconds.
 KE0516
 KE0516.The orthometric height was determined by differential leveling
 KE0516.and adjusted by the National Geodetic Survey in 1992..
 KE0516.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KE0516.rate of 2.1 thru 3.0 mm/km.
 KE0516
 KE0516.The geoid height was determined by GEOID03.
 KE0516
 KE0516.The dynamic height is computed by dividing the NAVD 88
 KE0516.geopotential number by the normal gravity value computed on the
 KE0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0516.degrees latitude (g = 980.6199 gals.).
 KE0516
 KE0516.The modeled gravity was interpolated from observed gravity values.
 KE0516
 KE0516;                    North         East    Units  Estimated Accuracy
 KE0516;SPC MO W     -   415,370.      798,600.      MT  (+/- 180 meters Scaled)
 KE0516
 KE0516                          SUPERSEDED SURVEY CONTROL
 KE0516
 KE0516  NGVD 29 (??/??/92)  258.148  (m)          846.94   (f) ADJ UNCH    1 2
 KE0516
 KE0516.Superseded values are not recommended for survey control.
 KE0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0516.See file dsdata.txt to determine how the superseded data were derived.
 KE0516
 KE0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE204196(NAD 83)
 KE0516_MARKER: DS = TRIANGULATION STATION DISK
 KE0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0516_SP_SET: CULVERT
 KE0516_STAMPING: 209 209 209
 KE0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0516
 KE0516  HISTORY     - Date     Condition        Report By
 KE0516  HISTORY     - 1892     MONUMENTED       DOD
 KE0516  HISTORY     - 1948     GOOD             NGS
 KE0516  HISTORY     - 1961     GOOD             NGS
 KE0516  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0516
 KE0516                          STATION DESCRIPTION
 KE0516
 KE0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0516'1.1 MI NW FROM FORBES.
 KE0516'1.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0516'RAILROAD FROM THE STATION AT FORBES, 1126.0 FEET WEST-NORTHWEST
 KE0516'OF SIGNAL TOWERS NO.S S 84.2 AND N 84.3, 1066.0 FEET WEST-NORTHWEST
 KE0516'OF THE CENTER LINE OF A PUBLIC ROAD CROSSING, 626.5 FEET
 KE0516'WEST-NORTHWEST OF THE FORBES SIGN POST, 20.3 FEET NORTH-NORTHEAST
 KE0516'OF THE NORTH-NORTHEAST RAIL OF THE MOST NORTH-NORTHEASTERLY
 KE0516'TRACK, 17.2 FEET EAST OF THE CENTER LINE OF THE NORTH-NORTHEAST
 KE0516'END OF CONCRETE PIPE CULVERT NO. 84.40, 18.9 FEET NORTHEAST
 KE0516'OF THE CULVERT NUMBER SIGN POST.  A 2 1/2-INCH BRONZE CAP WELDED
 KE0516'ON TOP OF A 2 1/2-INCH IRON PIPE SET IN CONCRETE AND PROJECTING
 KE0516'1.0 FOOT ABOVE THE GROUND.
 KE0516
 KE0516                          STATION RECOVERY (1961)
 KE0516
 KE0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0516'RECOVERED IN GOOD CONDITION.
 KE0516
 KE0516                          STATION RECOVERY (1989)
 KE0516
 KE0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0516'THE PIPE WAS FOUND BROKEN OFF WITH THE CAP MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1291 ***********************************************************************
 JD1291  DESIGNATION -  210
 JD1291  PID         -  JD1291
 JD1291  STATE/COUNTY-  MO/BENTON
 JD1291  USGS QUAD   -  COLE CAMP (1961)
 JD1291
 JD1291                         *CURRENT SURVEY CONTROL
 JD1291  ___________________________________________________________________
 JD1291* NAD 83(1986)-  38 26 45.     (N)    093 13 45.     (W)     SCALED    
 JD1291* NAVD 88     -       275.405  (meters)     903.56   (feet)  ADJUSTED  
 JD1291  ___________________________________________________________________
 JD1291  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD1291  DYNAMIC HT  -         275.207 (meters)     902.91  (feet)  COMP
 JD1291  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 JD1291
 JD1291  VERT ORDER  -  SECOND    CLASS 0
 JD1291
 JD1291.The horizontal coordinates were scaled from a topographic map and have
 JD1291.an estimated accuracy of +/- 6 seconds.
 JD1291
 JD1291.The orthometric height was determined by differential leveling
 JD1291.and adjusted by the National Geodetic Survey in June 1991..
 JD1291
 JD1291.The geoid height was determined by GEOID03.
 JD1291
 JD1291.The dynamic height is computed by dividing the NAVD 88
 JD1291.geopotential number by the normal gravity value computed on the
 JD1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1291.degrees latitude (g = 980.6199 gals.).
 JD1291
 JD1291.The modeled gravity was interpolated from observed gravity values.
 JD1291
 JD1291;                    North         East    Units  Estimated Accuracy
 JD1291;SPC MO C     -   290,170.      436,350.      MT  (+/- 180 meters Scaled)
 JD1291
 JD1291                          SUPERSEDED SURVEY CONTROL
 JD1291
 JD1291  NGVD 29 (??/??/92)  275.275  (m)          903.13   (f) ADJ UNCH    2 0
 JD1291
 JD1291.Superseded values are not recommended for survey control.
 JD1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1291.See file dsdata.txt to determine how the superseded data were derived.
 JD1291
 JD1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC800553(NAD 83)
 JD1291_MARKER: N = NAIL
 JD1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1291_STAMPING: MP 210
 JD1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1291+STABILITY: SURFACE MOTION
 JD1291
 JD1291  HISTORY     - Date     Condition        Report By
 JD1291  HISTORY     - UNK      MONUMENTED       MPRR
 JD1291  HISTORY     - 1963     GOOD             NGS
 JD1291
 JD1291                          STATION DESCRIPTION
 JD1291
 JD1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1291'2.6 MI SW FROM COLE CAMP.
 JD1291'0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE AT
 JD1291'COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD, THENCE
 JD1291'0.5 MILE WEST ALONG A GRAVELED ROAD TO STEEL GIRDER BRIDGE,
 JD1291'THENCE 100 YARDS SOUTH ALONG A TRIAL ROAD, THENCE 0.2 MILE
 JD1291'SOUTHWEST ALONG THE NORTHWEST SIDE OF A MEADOW AND SOUTHEAST
 JD1291'SIDE OF AN OLD RAILROAD GRADE, 10 FEET NORTHWEST OF THE CENTER
 JD1291'LINE OF THE GRADE, 38 FEET NORTHWEST OF AND ACROSS THE GRADE
 JD1291'FROM A METAL WITNESS POST, A COPPER NAIL IN THE TOP OF A CONCRETE
 JD1291'POST PROJECTING 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0622 ***********************************************************************
 KD0622  DESIGNATION -  210 RESET
 KD0622  PID         -  KD0622
 KD0622  STATE/COUNTY-  MO/LAFAYETTE
 KD0622  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0622
 KD0622                         *CURRENT SURVEY CONTROL
 KD0622  ___________________________________________________________________
 KD0622* NAD 83(1986)-  39 08 08.     (N)    093 59 09.     (W)     SCALED    
 KD0622* NAVD 88     -       218.763  (meters)     717.72   (feet)  ADJUSTED  
 KD0622  ___________________________________________________________________
 KD0622  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0622  DYNAMIC HT  -         218.626 (meters)     717.28  (feet)  COMP
 KD0622  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 KD0622
 KD0622  VERT ORDER  -  FIRST     CLASS II
 KD0622
 KD0622.The horizontal coordinates were scaled from a topographic map and have
 KD0622.an estimated accuracy of +/- 6 seconds.
 KD0622
 KD0622.The orthometric height was determined by differential leveling
 KD0622.and adjusted by the National Geodetic Survey in June 1991..
 KD0622
 KD0622.The geoid height was determined by GEOID03.
 KD0622
 KD0622.The dynamic height is computed by dividing the NAVD 88
 KD0622.geopotential number by the normal gravity value computed on the
 KD0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0622.degrees latitude (g = 980.6199 gals.).
 KD0622
 KD0622.The modeled gravity was interpolated from observed gravity values.
 KD0622
 KD0622;                    North         East    Units  Estimated Accuracy
 KD0622;SPC MO W     -   329,620.      894,450.      MT  (+/- 180 meters Scaled)
 KD0622
 KD0622                          SUPERSEDED SURVEY CONTROL
 KD0622
 KD0622  NGVD 29 (??/??/92)  218.671  (m)          717.42   (f) ADJ UNCH    1 2
 KD0622
 KD0622.Superseded values are not recommended for survey control.
 KD0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0622.See file dsdata.txt to determine how the superseded data were derived.
 KD0622
 KD0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD147322(NAD 83)
 KD0622_MARKER: B = BOLT
 KD0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0622_SP_SET: STONE
 KD0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0622+STABILITY: SURFACE MOTION
 KD0622
 KD0622  HISTORY     - Date     Condition        Report By
 KD0622  HISTORY     - UNK      MONUMENTED       MORC
 KD0622  HISTORY     - 1948     GOOD             NGS
 KD0622  HISTORY     - 1962     MARK NOT FOUND   NGS
 KD0622
 KD0622                          STATION DESCRIPTION
 KD0622
 KD0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0622'AT WELLINGTON.
 KD0622'AT WELLINGTON, ON THE NORTH SIDE OF THE MISSOURI PACIFIC RAILROAD
 KD0622'TRACKS FROM THE STATION, IN THE FOUNDATION OF THE WELLINGTON MILL
 KD0622'AND ELEVATOR, 5 INCHES EAST OF THE NORTHWEST CORNER AND 15 INCHES
 KD0622'ABOVE THE GROUND.  A PUNCH MARK ON THE END OF A COPPER BOLT
 KD0622'LEADED HORIZONTALLY INTO THE STONE AND SURROUNDED BY THE LETTERS
 KD0622'U S P B M CHISELED IN THE STONE.
 KD0622
 KD0622                          STATION RECOVERY (1962)
 KD0622
 KD0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0060 ***********************************************************************
 KE0060  DESIGNATION -  214=67/1 BOLT
 KE0060  PID         -  KE0060
 KE0060  STATE/COUNTY-  MO/JACKSON
 KE0060  USGS QUAD   -  BUCKNER (1990)
 KE0060
 KE0060                         *CURRENT SURVEY CONTROL
 KE0060  ___________________________________________________________________
 KE0060* NAD 83(1986)-  39 10 11.     (N)    094 08 51.     (W)     SCALED    
 KE0060* NAVD 88     -       216.646  (meters)     710.78   (feet)  ADJUSTED  
 KE0060  ___________________________________________________________________
 KE0060  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0060  DYNAMIC HT  -         216.510 (meters)     710.33  (feet)  COMP
 KE0060  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 KE0060
 KE0060  VERT ORDER  -  FIRST     CLASS II
 KE0060
 KE0060.The horizontal coordinates were scaled from a topographic map and have
 KE0060.an estimated accuracy of +/- 6 seconds.
 KE0060
 KE0060.The orthometric height was determined by differential leveling
 KE0060.and adjusted by the National Geodetic Survey in June 1991..
 KE0060
 KE0060.The geoid height was determined by GEOID03.
 KE0060
 KE0060.The dynamic height is computed by dividing the NAVD 88
 KE0060.geopotential number by the normal gravity value computed on the
 KE0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0060.degrees latitude (g = 980.6199 gals.).
 KE0060
 KE0060.The modeled gravity was interpolated from observed gravity values.
 KE0060
 KE0060;                    North         East    Units  Estimated Accuracy
 KE0060;SPC MO W     -   333,350.      880,460.      MT  (+/- 180 meters Scaled)
 KE0060
 KE0060                          SUPERSEDED SURVEY CONTROL
 KE0060
 KE0060  NGVD 29 (??/??/92)  216.562  (m)          710.50   (f) ADJ UNCH    1 2
 KE0060
 KE0060.Superseded values are not recommended for survey control.
 KE0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0060.See file dsdata.txt to determine how the superseded data were derived.
 KE0060
 KE0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD008362(NAD 83)
 KE0060_MARKER: B = BOLT
 KE0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0060_SP_SET: STONE
 KE0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0060+STABILITY: SURFACE MOTION
 KE0060
 KE0060  HISTORY     - Date     Condition        Report By
 KE0060  HISTORY     - UNK      MONUMENTED       MORC
 KE0060  HISTORY     - 1948     GOOD             NGS
 KE0060  HISTORY     - 1966     MARK NOT FOUND   NGS
 KE0060
 KE0060                          STATION DESCRIPTION
 KE0060
 KE0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0060'3.3 MI NW FROM LEVASY.
 KE0060'1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0060'STATION SIGN AT LEVASY, THENCE 2.3 MILES NORTH ALONG A PAVED
 KE0060'ROAD, 0.3 MILE NORTH OF BENCH MARK B 219, 378.0 FEET SOUTH
 KE0060'ALONG A PAVED ROAD FROM A POINT IN LINE WITH THE SOUTH FACE OF
 KE0060'THE C.E. MILLER AND I. JOHNSON FARMHOUSE LOCATED ON THE WEST
 KE0060'SIDE OF THE ROAD, 202.0 FEET WEST OF THE SOUTHWEST CORNER OF AN
 KE0060'ABANDONED BRICK FARMHOUSE, 10.0 FEET NORTH OF THE CENTER LINE
 KE0060'OF A GATE, 20.0 FEET EAST OF THE CENTER LINE OF A PAVED ROAD,
 KE0060'1.7 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH OF
 KE0060'A REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE
 KE0060'18-INCH SQUARE AND SET 4 FEET UNDERGROUND, ACCESS TO WHICH IS
 KE0060'HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 KE0060'IRON CAP.  NOTE-- THE SCHOOL MENTIONED IN THE ORIGINAL DESCRIPTIONS
 KE0060'NO LONGER EXISTS.
 KE0060
 KE0060                          STATION RECOVERY (1966)
 KE0060
 KE0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KE0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0061 ***********************************************************************
 KE0061  DESIGNATION -  214=67/1 CAP
 KE0061  PID         -  KE0061
 KE0061  STATE/COUNTY-  MO/JACKSON
 KE0061  USGS QUAD   -  BUCKNER (1990)
 KE0061
 KE0061                         *CURRENT SURVEY CONTROL
 KE0061  ___________________________________________________________________
 KE0061* NAD 83(1986)-  39 10 11.     (N)    094 08 51.     (W)     SCALED    
 KE0061* NAVD 88     -       217.888  (meters)     714.85   (feet)  ADJUSTED  
 KE0061  ___________________________________________________________________
 KE0061  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0061  DYNAMIC HT  -         217.751 (meters)     714.40  (feet)  COMP
 KE0061  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 KE0061
 KE0061  VERT ORDER  -  FIRST     CLASS II
 KE0061
 KE0061.The horizontal coordinates were scaled from a topographic map and have
 KE0061.an estimated accuracy of +/- 6 seconds.
 KE0061
 KE0061.The orthometric height was determined by differential leveling
 KE0061.and adjusted by the National Geodetic Survey in June 1991..
 KE0061
 KE0061.The geoid height was determined by GEOID03.
 KE0061
 KE0061.The dynamic height is computed by dividing the NAVD 88
 KE0061.geopotential number by the normal gravity value computed on the
 KE0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0061.degrees latitude (g = 980.6199 gals.).
 KE0061
 KE0061.The modeled gravity was interpolated from observed gravity values.
 KE0061
 KE0061;                    North         East    Units  Estimated Accuracy
 KE0061;SPC MO W     -   333,350.      880,460.      MT  (+/- 180 meters Scaled)
 KE0061
 KE0061                          SUPERSEDED SURVEY CONTROL
 KE0061
 KE0061.No superseded survey control is available for this station.
 KE0061
 KE0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD008362(NAD 83)
 KE0061_MARKER: P = PIPE CAP
 KE0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0061
 KE0061  HISTORY     - Date     Condition        Report By
 KE0061  HISTORY     - 1892     MONUMENTED       MORC
 KE0061  HISTORY     - 1948     GOOD             NGS
 KE0061
 KE0061                          STATION DESCRIPTION
 KE0061
 KE0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0061'3.3 MI NW FROM LEVASY.
 KE0061'ABOUT 1 MILE WEST AND 2.3 MILES NORTH OF LEVASY, JACKSON COUNTY, ABOUT
 KE0061'2 MILES BELOW THE RAILROAD BRIDGE AT SIBLEY, 0.3 MILE WEST AND 0.8
 KE0061'MILE NORTH OF THE SCHOOLHOUSE IN DISTRICT NO. 8, ABOUT 400 FEET SOUTH
 KE0061'OF THE HOUSE ON THE WEST SIDE OF THE ROAD, ABOUT 200 FEET WEST OF THE
 KE0061'SOUTHWEST CORNER OF AN OLD BRICK HOUSE ON THE EAST SIDE OF THE ROAD,
 KE0061'EAST OF THE OILED ROAD, JUST NORTH OF A LANE AND 1 FOOT FROM THE
 KE0061'FENCE CORNER.  18 INCHES SQUARE AND SET ABOUT 4 FEET UNDERGROUND,
 KE0061'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 KE0061'COMMISSSION STANDARD CAP AND LEVEL WITH THE SURFACE OF THE GROUND.
 KE0061'(216.397 METERS OR 709.962 FEET.)  (ELEVATION OF CAP, 217.637 METERS
 KE0061'OR 714.031 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1280 ***********************************************************************
 JD1280  DESIGNATION -  215
 JD1280  PID         -  JD1280
 JD1280  STATE/COUNTY-  MO/BENTON
 JD1280  USGS QUAD   -  LINCOLN (1961)
 JD1280
 JD1280                         *CURRENT SURVEY CONTROL
 JD1280  ___________________________________________________________________
 JD1280* NAD 83(1986)-  38 24 57.     (N)    093 18 06.     (W)     SCALED    
 JD1280* NAVD 88     -       249.107  (meters)     817.28   (feet)  ADJUSTED  
 JD1280  ___________________________________________________________________
 JD1280  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JD1280  DYNAMIC HT  -         248.931 (meters)     816.70  (feet)  COMP
 JD1280  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 JD1280
 JD1280  VERT ORDER  -  SECOND    CLASS 0
 JD1280
 JD1280.The horizontal coordinates were scaled from a topographic map and have
 JD1280.an estimated accuracy of +/- 6 seconds.
 JD1280
 JD1280.The orthometric height was determined by differential leveling
 JD1280.and adjusted by the National Geodetic Survey in June 1991..
 JD1280
 JD1280.The geoid height was determined by GEOID03.
 JD1280
 JD1280.The dynamic height is computed by dividing the NAVD 88
 JD1280.geopotential number by the normal gravity value computed on the
 JD1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1280.degrees latitude (g = 980.6199 gals.).
 JD1280
 JD1280.The modeled gravity was interpolated from observed gravity values.
 JD1280
 JD1280;                    North         East    Units  Estimated Accuracy
 JD1280;SPC MO C     -   286,890.      429,990.      MT  (+/- 180 meters Scaled)
 JD1280
 JD1280                          SUPERSEDED SURVEY CONTROL
 JD1280
 JD1280  NGVD 29 (??/??/92)  248.981  (m)          816.87   (f) ADJ UNCH    2 0
 JD1280
 JD1280.Superseded values are not recommended for survey control.
 JD1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1280.See file dsdata.txt to determine how the superseded data were derived.
 JD1280
 JD1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC736519(NAD 83)
 JD1280_MARKER: DD = SURVEY DISK
 JD1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1280+STABILITY: SURFACE MOTION
 JD1280
 JD1280  HISTORY     - Date     Condition        Report By
 JD1280  HISTORY     - UNK      MONUMENTED       MPRR
 JD1280  HISTORY     - 1963     GOOD             NGS
 JD1280
 JD1280                          STATION DESCRIPTION
 JD1280
 JD1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1280'2.8 MI NE FROM LINCOLN.
 JD1280'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  IT IS
 JD1280'A COPPER PLUG SET IN THE TOP CENTER OF MILE POST.  THE MILE POST
 JD1280'IS AN 8X8 INCH, BY 2 FEET HIGH CONCRETE POST WITH THE LETTERS
 JD1280'M P 215 ON A BRONZE PLATE SET VERTICALLY ON THE SOUTH FACE.
 JD1280'IT IS 0.7 MILE WEST OF A NORTH-SOUTH ROAD, 0.4 MILE EAST OF A
 JD1280'NORTH-SOUTH ROAD AND ALONG THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0066 ***********************************************************************
 KE0066  DESIGNATION -  215 BOLT
 KE0066  PID         -  KE0066
 KE0066  STATE/COUNTY-  MO/JACKSON
 KE0066  USGS QUAD   -  BUCKNER (1990)
 KE0066
 KE0066                         *CURRENT SURVEY CONTROL
 KE0066  ___________________________________________________________________
 KE0066* NAD 83(1986)-  39 10 38.     (N)    094 10 50.     (W)     SCALED    
 KE0066* NAVD 88     -       217.965  (meters)     715.11   (feet)  ADJUSTED  
 KE0066  ___________________________________________________________________
 KE0066  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KE0066  DYNAMIC HT  -         217.829 (meters)     714.66  (feet)  COMP
 KE0066  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 KE0066
 KE0066  VERT ORDER  -  FIRST     CLASS II
 KE0066
 KE0066.The horizontal coordinates were scaled from a topographic map and have
 KE0066.an estimated accuracy of +/- 6 seconds.
 KE0066
 KE0066.The orthometric height was determined by differential leveling
 KE0066.and adjusted by the National Geodetic Survey in June 1991..
 KE0066
 KE0066.The geoid height was determined by GEOID03.
 KE0066
 KE0066.The dynamic height is computed by dividing the NAVD 88
 KE0066.geopotential number by the normal gravity value computed on the
 KE0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0066.degrees latitude (g = 980.6199 gals.).
 KE0066
 KE0066.The modeled gravity was interpolated from observed gravity values.
 KE0066
 KE0066;                    North         East    Units  Estimated Accuracy
 KE0066;SPC MO W     -   334,170.      877,600.      MT  (+/- 180 meters Scaled)
 KE0066
 KE0066                          SUPERSEDED SURVEY CONTROL
 KE0066
 KE0066  NGVD 29 (??/??/92)  217.881  (m)          714.83   (f) ADJ UNCH    1 2
 KE0066
 KE0066.Superseded values are not recommended for survey control.
 KE0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0066.See file dsdata.txt to determine how the superseded data were derived.
 KE0066
 KE0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD980371(NAD 83)
 KE0066_MARKER: B = BOLT
 KE0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0066_SP_SET: STONE
 KE0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0066+STABILITY: SURFACE MOTION
 KE0066
 KE0066  HISTORY     - Date     Condition        Report By
 KE0066  HISTORY     - 1892     MONUMENTED       MORC
 KE0066  HISTORY     - 1948     GOOD             NGS
 KE0066  HISTORY     - 1960     GOOD             NGS
 KE0066  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0066
 KE0066                          STATION DESCRIPTION
 KE0066
 KE0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0066'0.8 MI SE FROM SIBLEY.
 KE0066'0.8 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0066'FROM THE STATION AT SIBLEY, AT THE SOUTH END OF BRIDGE NO. 425 A
 KE0066'OVER THE MISSOURI RIVER, 102.0 SOUTHEAST OF THE SOUTHEAST CORNER
 KE0066'OF THE SECOND LAND PIER NORTH OF THE SOUTH ABUTMENT, 76.0 FEET
 KE0066'EAST OF THE NORTHEAST CORNER OF THE FIRST LAND PIER NORTH OF
 KE0066'THE SOUTH ABUTMENT, 13.0 FEET WEST OF THE EAST RIGHT-OF-WAY
 KE0066'FENCE, 1.0 FOOT NORTHWEST OF A 1-INCH IRON PIPE PROJECTING
 KE0066'3.0 FEET ABOVE THE GROUND, 2.0 FEET SOUTHWEST OF A REFERENCE
 KE0066'POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES
 KE0066'SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 KE0066'THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION IRON
 KE0066'CAP, ABOUT 60 FEET BELOW TRACK.  NOTE-- THERE IS NO EXPLAINABLE
 KE0066'REASON BY THIS PARTY FOR THE LARGE DIFFERENCE IN THE MILEAGE
 KE0066'FROM THE STATION.
 KE0066
 KE0066                          STATION RECOVERY (1960)
 KE0066
 KE0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0066'RECOVERED IN GOOD CONDITION.
 KE0066
 KE0066                          STATION RECOVERY (1986)
 KE0066
 KE0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0067 ***********************************************************************
 KE0067  DESIGNATION -  215 CAP
 KE0067  PID         -  KE0067
 KE0067  STATE/COUNTY-  MO/JACKSON
 KE0067  USGS QUAD   -  BUCKNER (1990)
 KE0067
 KE0067                         *CURRENT SURVEY CONTROL
 KE0067  ___________________________________________________________________
 KE0067* NAD 83(1986)-  39 10 39.     (N)    094 10 49.     (W)     SCALED    
 KE0067* NAVD 88     -       219.200  (meters)     719.16   (feet)  ADJUSTED  
 KE0067  ___________________________________________________________________
 KE0067  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KE0067  DYNAMIC HT  -         219.063 (meters)     718.71  (feet)  COMP
 KE0067  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 KE0067
 KE0067  VERT ORDER  -  FIRST     CLASS II
 KE0067
 KE0067.The horizontal coordinates were scaled from a topographic map and have
 KE0067.an estimated accuracy of +/- 6 seconds.
 KE0067
 KE0067.The orthometric height was determined by differential leveling
 KE0067.and adjusted by the National Geodetic Survey in June 1991..
 KE0067
 KE0067.The geoid height was determined by GEOID03.
 KE0067
 KE0067.The dynamic height is computed by dividing the NAVD 88
 KE0067.geopotential number by the normal gravity value computed on the
 KE0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0067.degrees latitude (g = 980.6199 gals.).
 KE0067
 KE0067.The modeled gravity was interpolated from observed gravity values.
 KE0067
 KE0067;                    North         East    Units  Estimated Accuracy
 KE0067;SPC MO W     -   334,200.      877,630.      MT  (+/- 180 meters Scaled)
 KE0067
 KE0067                          SUPERSEDED SURVEY CONTROL
 KE0067
 KE0067  NGVD 29 (??/??/92)  219.115  (m)          718.88   (f) ADJ UNCH    1 2
 KE0067
 KE0067.Superseded values are not recommended for survey control.
 KE0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0067.See file dsdata.txt to determine how the superseded data were derived.
 KE0067
 KE0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD980371(NAD 83)
 KE0067_MARKER: P = PIPE CAP
 KE0067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0067_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0067
 KE0067  HISTORY     - Date     Condition        Report By
 KE0067  HISTORY     - 1892     MONUMENTED       MORC
 KE0067  HISTORY     - 1948     GOOD             NGS
 KE0067  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0067
 KE0067                          STATION DESCRIPTION
 KE0067
 KE0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0067'0.5 MI E FROM SIBLEY.
 KE0067'ABOUT 1/2 MILE EAST OF SIBLEY, JACKSON COUNTY, AT THE SOUTH END
 KE0067'OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD BRIDGE OVER THE
 KE0067'RIVER, 102 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KE0067'SECOND LAND PIER FROM THE SOUTH ABUTMENT, 76 FEET EAST OF THE
 KE0067'NORTHEAST CORNER OF THE FIRST LAND PIER AND 13 FEET WEST OF THE
 KE0067'RIGHT-OF-WAY FENCE.  THE TOP OF THE IRON PIPE IS 6 INCHES UNDER THE
 KE0067'SURFACE OF THE GROUND AND THERE ARE ROCKS ON TWO SIDES OF THE PIPE,
 KE0067'JUST LEVEL WITH THE TOP OF THE PIPE, WITH A THIRD ROCK PLACED
 KE0067'OVER THE TOP.  18 INCHES SQUARE AND SET ABOUT 4 FEET UNDERGROUND,
 KE0067'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI
 KE0067'RIVER COMMISSION STANDARD CAP.  (217.712 METERS OR 714.277 FEET.)
 KE0067'(ELEVATION OF CAP, 218.947 METERS OR 718.329 FEET.)
 KE0067
 KE0067                          STATION RECOVERY (1986)
 KE0067
 KE0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0411 ***********************************************************************
 LF0411  DESIGNATION -  216
 LF0411  PID         -  LF0411
 LF0411  STATE/COUNTY-  MO/HOLT
 LF0411  USGS QUAD   -  BIG LAKE (1981)
 LF0411
 LF0411                         *CURRENT SURVEY CONTROL
 LF0411  ___________________________________________________________________
 LF0411* NAD 83(1986)-  40 03 20.     (N)    095 22 22.     (W)     SCALED    
 LF0411* NAVD 88     -       261.141  (meters)     856.76   (feet)  ADJUSTED  
 LF0411  ___________________________________________________________________
 LF0411  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 LF0411  DYNAMIC HT  -         260.997 (meters)     856.29  (feet)  COMP
 LF0411  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 LF0411
 LF0411  VERT ORDER  -  SECOND    CLASS 0
 LF0411
 LF0411.The horizontal coordinates were scaled from a topographic map and have
 LF0411.an estimated accuracy of +/- 6 seconds.
 LF0411
 LF0411.The orthometric height was determined by differential leveling
 LF0411.and adjusted by the National Geodetic Survey in June 1991..
 LF0411
 LF0411.The geoid height was determined by GEOID03.
 LF0411
 LF0411.The dynamic height is computed by dividing the NAVD 88
 LF0411.geopotential number by the normal gravity value computed on the
 LF0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0411.degrees latitude (g = 980.6199 gals.).
 LF0411
 LF0411.The modeled gravity was interpolated from observed gravity values.
 LF0411
 LF0411;                    North         East    Units  Estimated Accuracy
 LF0411;SPC MO W     -   432,000.      775,530.      MT  (+/- 180 meters Scaled)
 LF0411
 LF0411                          SUPERSEDED SURVEY CONTROL
 LF0411
 LF0411  NGVD 29 (??/??/92)  261.076  (m)          856.55   (f) ADJ UNCH    2 0
 LF0411
 LF0411.Superseded values are not recommended for survey control.
 LF0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0411.See file dsdata.txt to determine how the superseded data were derived.
 LF0411
 LF0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE976366(NAD 83)
 LF0411_MARKER: DD = SURVEY DISK
 LF0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0411_STAMPING: 216
 LF0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0411+STABILITY: SURFACE MOTION
 LF0411
 LF0411  HISTORY     - Date     Condition        Report By
 LF0411  HISTORY     - UNK      MONUMENTED       MORC
 LF0411  HISTORY     - 1948     GOOD             NGS
 LF0411  HISTORY     - 1970     MARK NOT FOUND   NGS
 LF0411
 LF0411                          STATION DESCRIPTION
 LF0411
 LF0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0411'2.8 MI E FROM RULO.
 LF0411'2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0411'FROM THE STATION AT RULO, ABOUT 0.8 MILE SOUTHEAST OF THE
 LF0411'CROSSING OF A DIRT ROAD LEADING NORTH, ACROSS U.S. HIGHWAY 159
 LF0411'FROM THE RAILROAD, IN A CORN FIELD, 48.0 FEET SOUTHWEST OF THE
 LF0411'CENTER LINE OF THE HIGHWAY, 18.8 FEET SOUTHWEST OF A FENCE,
 LF0411'19.4 FEET SOUTH OF A 4 X 4 REFERENCE POST, A 2-INCH BRONZE
 LF0411'DISK WELDED ON TOP OF AN IRON PIPE SURROUNDED BY AN 8-INCH
 LF0411'SQUARE (AT TOP) CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 LF0411'GROUND.  NOTE-- A NEW WITNESS SIGNPOST WAS SET IN THE FENCELINE
 LF0411'AND THE MARK IS 18.5 FEET SOUTH OF THIS WITNESS POST IN A CORN
 LF0411'FIELD.  NOTE-- THE MARK IF FOUND WILL BE DESTROYED BY ROAD
 LF0411'CONSTRUCTION IN THE NEAR FUTURE.
 LF0411
 LF0411                          STATION RECOVERY (1970)
 LF0411
 LF0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LF0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0075 ***********************************************************************
 KE0075  DESIGNATION -  218 BOLT
 KE0075  PID         -  KE0075
 KE0075  STATE/COUNTY-  MO/JACKSON
 KE0075  USGS QUAD   -  BUCKNER (1990)
 KE0075
 KE0075                         *CURRENT SURVEY CONTROL
 KE0075  ___________________________________________________________________
 KE0075* NAD 83(1986)-  39 12 16.     (N)    094 13 48.     (W)     SCALED    
 KE0075* NAVD 88     -       217.339  (meters)     713.05   (feet)  ADJUSTED  
 KE0075  ___________________________________________________________________
 KE0075  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0075  DYNAMIC HT  -         217.203 (meters)     712.61  (feet)  COMP
 KE0075  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 KE0075
 KE0075  VERT ORDER  -  FIRST     CLASS II
 KE0075
 KE0075.The horizontal coordinates were scaled from a topographic map and have
 KE0075.an estimated accuracy of +/- 6 seconds.
 KE0075
 KE0075.The orthometric height was determined by differential leveling
 KE0075.and adjusted by the National Geodetic Survey in June 1991..
 KE0075
 KE0075.The geoid height was determined by GEOID03.
 KE0075
 KE0075.The dynamic height is computed by dividing the NAVD 88
 KE0075.geopotential number by the normal gravity value computed on the
 KE0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0075.degrees latitude (g = 980.6199 gals.).
 KE0075
 KE0075.The modeled gravity was interpolated from observed gravity values.
 KE0075
 KE0075;                    North         East    Units  Estimated Accuracy
 KE0075;SPC MO W     -   337,180.      873,320.      MT  (+/- 180 meters Scaled)
 KE0075
 KE0075                          SUPERSEDED SURVEY CONTROL
 KE0075
 KE0075  NGVD 29 (??/??/92)  217.257  (m)          712.78   (f) ADJ UNCH    1 2
 KE0075
 KE0075.Superseded values are not recommended for survey control.
 KE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0075.See file dsdata.txt to determine how the superseded data were derived.
 KE0075
 KE0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD937401(NAD 83)
 KE0075_MARKER: B = BOLT
 KE0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0075_SP_SET: STONE
 KE0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0075+STABILITY: SURFACE MOTION
 KE0075
 KE0075  HISTORY     - Date     Condition        Report By
 KE0075  HISTORY     - 1892     MONUMENTED       MORC
 KE0075  HISTORY     - 1948     GOOD             NGS
 KE0075  HISTORY     - 1960     GOOD             NGS
 KE0075  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0075
 KE0075                          STATION DESCRIPTION
 KE0075
 KE0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0075'2.8 MI NW FROM SIBLEY.
 KE0075'2.8 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0075'RAILWAY FROM THE STATION AT SIBLEY, 0.5 MILE WEST OF A PAVED
 KE0075'ROAD CROSSING, ABOUT 0.5 MILE WEST OF MILEPOST NO. 429, 61.0 FEET
 KE0075'SOUTHWEST OF THE SOUTHWEST CORNER AT THE SOUTH END OF BRIDGE NO.
 KE0075'429 J, 38.0 FEET SOUTH OF THE CENTER LINE OF THE MOST SOUTHERLY
 KE0075'TRACK, 37.0 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.6 FEET
 KE0075'NORTH OF POLE NO. 51 G, ABOUT 6.0 FEET BELOW TRACK LEVEL.  THE TOP
 KE0075'OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET
 KE0075'3.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 KE0075'PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP.  NOTE-- MILEPOST
 KE0075'430 WILL BE ABOUT 0.5 MILE WEST OF BENCH MARK.  THE WHISTLE POST
 KE0075'MENTIONED NO LONGER EXISTS, THE ROAD UNDER THE BRIDGE MENTIONED
 KE0075'ALSO NO LONGER EXISTS.
 KE0075
 KE0075                          STATION RECOVERY (1960)
 KE0075
 KE0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0075'RECOVERED IN GOOD CONDITION.
 KE0075
 KE0075                          STATION RECOVERY (1986)
 KE0075
 KE0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0076 ***********************************************************************
 KE0076  DESIGNATION -  218 CAP
 KE0076  PID         -  KE0076
 KE0076  STATE/COUNTY-  MO/JACKSON
 KE0076  USGS QUAD   -  BUCKNER (1990)
 KE0076
 KE0076                         *CURRENT SURVEY CONTROL
 KE0076  ___________________________________________________________________
 KE0076* NAD 83(1986)-  39 12 16.     (N)    094 13 49.     (W)     SCALED    
 KE0076* NAVD 88     -       218.579  (meters)     717.12   (feet)  ADJUSTED  
 KE0076  ___________________________________________________________________
 KE0076  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0076  DYNAMIC HT  -         218.442 (meters)     716.67  (feet)  COMP
 KE0076  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 KE0076
 KE0076  VERT ORDER  -  FIRST     CLASS II
 KE0076
 KE0076.The horizontal coordinates were scaled from a topographic map and have
 KE0076.an estimated accuracy of +/- 6 seconds.
 KE0076
 KE0076.The orthometric height was determined by differential leveling
 KE0076.and adjusted by the National Geodetic Survey in June 1991..
 KE0076
 KE0076.The geoid height was determined by GEOID03.
 KE0076
 KE0076.The dynamic height is computed by dividing the NAVD 88
 KE0076.geopotential number by the normal gravity value computed on the
 KE0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0076.degrees latitude (g = 980.6199 gals.).
 KE0076
 KE0076.The modeled gravity was interpolated from observed gravity values.
 KE0076
 KE0076;                    North         East    Units  Estimated Accuracy
 KE0076;SPC MO W     -   337,180.      873,300.      MT  (+/- 180 meters Scaled)
 KE0076
 KE0076                          SUPERSEDED SURVEY CONTROL
 KE0076
 KE0076  NGVD 29 (??/??/92)  218.498  (m)          716.86   (f) ADJ UNCH    1 2
 KE0076
 KE0076.Superseded values are not recommended for survey control.
 KE0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0076.See file dsdata.txt to determine how the superseded data were derived.
 KE0076
 KE0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD937401(NAD 83)
 KE0076_MARKER: P = PIPE CAP
 KE0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0076+STABILITY: SURFACE MOTION
 KE0076
 KE0076  HISTORY     - Date     Condition        Report By
 KE0076  HISTORY     - 1892     MONUMENTED       MORC
 KE0076  HISTORY     - 1948     GOOD             NGS
 KE0076  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0076
 KE0076                          STATION DESCRIPTION
 KE0076
 KE0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0076'2.8 MI N FROM SIBLEY.
 KE0076'ABOUT 2 3/4 MILES ABOVE SIBLEY, JACKSON COUNTY, ABOUT 3/4
 KE0076'MILE WEST OF THE RAILROAD CROSSING ON THE ATCHISON TOPEKA
 KE0076'AND SANTA FE RAILROAD, ABOUT 1/4 MILE EAST OF MILEPOST 430,
 KE0076'61 FEET SOUTHWEST OF THE SOUTH END OF THE WEST ABUTMENT
 KE0076'OF BRIDGE NO. 429-J, 38 FEET SOUTH OF THE CENTER OF THE
 KE0076'TRACK, 37 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 32 FEET
 KE0076'SOUTHEAST OF THE WHISTLING POST, AT THE SOUTH EDGE OF A ROAD
 KE0076'WHICH RUNS UNDER THE RAILROAD BRIDGE AND ABOUT 8 FEET BELOW
 KE0076'THE RAILROAD GRADE.  18 INCHES SQUARE AND SET ABOUT 4 FEET
 KE0076'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 KE0076'A MISSOURI RIVER COMMISSION STANDARD CAP AND EXTENDING 15 INCHES
 KE0076'ABOVE THE GROUND.
 KE0076
 KE0076                          STATION RECOVERY (1986)
 KE0076
 KE0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1265 ***********************************************************************
 JD1265  DESIGNATION -  220
 JD1265  PID         -  JD1265
 JD1265  STATE/COUNTY-  MO/BENTON
 JD1265  USGS QUAD   -  LINCOLN SE (1983)
 JD1265
 JD1265                         *CURRENT SURVEY CONTROL
 JD1265  ___________________________________________________________________
 JD1265* NAD 83(1986)-  38 21 37.     (N)    093 20 30.     (W)     SCALED    
 JD1265* NAVD 88     -       283.063  (meters)     928.68   (feet)  ADJUSTED  
 JD1265  ___________________________________________________________________
 JD1265  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD1265  DYNAMIC HT  -         282.865 (meters)     928.03  (feet)  COMP
 JD1265  MODELED GRAV-     979,921.1   (mgal)                       NAVD 88
 JD1265
 JD1265  VERT ORDER  -  SECOND    CLASS 0
 JD1265
 JD1265.The horizontal coordinates were scaled from a topographic map and have
 JD1265.an estimated accuracy of +/- 6 seconds.
 JD1265
 JD1265.The orthometric height was determined by differential leveling
 JD1265.and adjusted by the National Geodetic Survey in June 1991..
 JD1265
 JD1265.The geoid height was determined by GEOID03.
 JD1265
 JD1265.The dynamic height is computed by dividing the NAVD 88
 JD1265.geopotential number by the normal gravity value computed on the
 JD1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1265.degrees latitude (g = 980.6199 gals.).
 JD1265
 JD1265.The modeled gravity was interpolated from observed gravity values.
 JD1265
 JD1265;                    North         East    Units  Estimated Accuracy
 JD1265;SPC MO C     -   280,760.      426,440.      MT  (+/- 180 meters Scaled)
 JD1265
 JD1265                          SUPERSEDED SURVEY CONTROL
 JD1265
 JD1265  NGVD 29 (??/??/92)  282.936  (m)          928.27   (f) ADJ UNCH    2 0
 JD1265
 JD1265.Superseded values are not recommended for survey control.
 JD1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1265.See file dsdata.txt to determine how the superseded data were derived.
 JD1265
 JD1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC701458(NAD 83)
 JD1265_MARKER: Z = SEE DESCRIPTION
 JD1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1265_SP_SET: MILEPOST
 JD1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1265
 JD1265  HISTORY     - Date     Condition        Report By
 JD1265  HISTORY     - UNK      MONUMENTED       MPRR
 JD1265  HISTORY     - 1935     GOOD             NGS
 JD1265  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1265
 JD1265                          STATION DESCRIPTION
 JD1265
 JD1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD1265'2.1 MI S FROM LINCOLN.
 JD1265'2.1 MILES SOUTH ALONG THE ABANDONED MISSOURI PACIFIC RAILROAD
 JD1265'FROM THE STATION AT LINCOLN, IN THE TOP OF MILEPOST 220, AND 9
 JD1265'FEET WEST OF THE CENTERLINE OF THE OLD ROADBED.  A COPPER PLUG.
 JD1265
 JD1265                          STATION RECOVERY (1963)
 JD1265
 JD1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0084 ***********************************************************************
 KE0084  DESIGNATION -  220 BOLT
 KE0084  PID         -  KE0084
 KE0084  STATE/COUNTY-  MO/JACKSON
 KE0084  USGS QUAD   -  MISSOURI CITY (1990)
 KE0084
 KE0084                         *CURRENT SURVEY CONTROL
 KE0084  ___________________________________________________________________
 KE0084* NAD 83(1986)-  39 11 13.     (N)    094 18 00.     (W)     SCALED    
 KE0084* NAVD 88     -       222.175  (meters)     728.92   (feet)  ADJUSTED  
 KE0084  ___________________________________________________________________
 KE0084  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KE0084  DYNAMIC HT  -         222.035 (meters)     728.46  (feet)  COMP
 KE0084  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 KE0084
 KE0084  VERT ORDER  -  FIRST     CLASS II
 KE0084
 KE0084.The horizontal coordinates were scaled from a topographic map and have
 KE0084.an estimated accuracy of +/- 6 seconds.
 KE0084
 KE0084.The orthometric height was determined by differential leveling
 KE0084.and adjusted by the National Geodetic Survey in June 1991..
 KE0084
 KE0084.The geoid height was determined by GEOID03.
 KE0084
 KE0084.The dynamic height is computed by dividing the NAVD 88
 KE0084.geopotential number by the normal gravity value computed on the
 KE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0084.degrees latitude (g = 980.6199 gals.).
 KE0084
 KE0084.The modeled gravity was interpolated from observed gravity values.
 KE0084
 KE0084;                    North         East    Units  Estimated Accuracy
 KE0084;SPC MO W     -   335,220.      867,280.      MT  (+/- 180 meters Scaled)
 KE0084
 KE0084                          SUPERSEDED SURVEY CONTROL
 KE0084
 KE0084  NGVD 29 (??/??/92)  222.093  (m)          728.65   (f) ADJ UNCH    1 2
 KE0084
 KE0084.Superseded values are not recommended for survey control.
 KE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0084.See file dsdata.txt to determine how the superseded data were derived.
 KE0084
 KE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD877383(NAD 83)
 KE0084_MARKER: B = BOLT
 KE0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0084_SP_SET: STONE
 KE0084_MARK LOGO: NONE  
 KE0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0084+STABILITY: SURFACE MOTION
 KE0084
 KE0084  HISTORY     - Date     Condition        Report By
 KE0084  HISTORY     - UNK      MONUMENTED       MORC
 KE0084  HISTORY     - 1960     GOOD             NGS
 KE0084  HISTORY     - 1986     GOOD             NGS
 KE0084
 KE0084                          STATION DESCRIPTION
 KE0084
 KE0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KE0084'AT ATHERTON.
 KE0084'AT ATHERTON, JACKSON COUNTY, 0.25 MILE NORTHEAST ALONG THE
 KE0084'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION, 12-1/2
 KE0084'RAILS NORTHEAST OF A ROAD CROSSING, 7 RAILS SOUTHWEST OF A ROAD
 KE0084'CROSSING, 47.2 FEET NORTHWEST OF THE MOST NORTHWEST RAIL OF
 KE0084'THREE TRACKS, 40.5 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY
 KE0084'FENCE, IN A SMALL PASTURE LOT, 84 FEET SOUTHWEST OF A POWER
 KE0084'POLE, 77 FEET NORTHEAST OF THE NORTH CORNER OF A SMALL RAILROAD
 KE0084'TOOL SHED, 36 FEET NORTHEAST OF A SOUTHWEST FENCE CORNER, AND
 KE0084'21 FEET NORTHWEST OF A FENCE.  THE TOP OF A COPPER BOLT LEADED
 KE0084'IN A STONE 18 INCHES SQUARE AND ABOUT 14 INCHES BELOW THE
 KE0084'SURFACE OF THE GROUND.
 KE0084
 KE0084                          STATION RECOVERY (1986)
 KE0084
 KE0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0084'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.5 KM (2.8 MI)
 KE0084'EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH STATE HIGHWAY
 KE0084'291 IN INDEPENDENCE, THENCE 2.7 KM (1.7 MI) NORTHEASTERLY ALONG BLUE
 KE0084'MILLS ROAD, THENCE 4.6 KM (2.85 MI) NORTHERLY ALONG ATHERTON ROAD,
 KE0084'THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG THE SANTA FE RAILROAD.
 KE0084'NOTE--THIS MARK WAS RESET IN 1985.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1735 ***********************************************************************
 KE1735  DESIGNATION -  220 BOLT RESET
 KE1735  PID         -  KE1735
 KE1735  STATE/COUNTY-  MO/JACKSON
 KE1735  USGS QUAD   -  MISSOURI CITY (1990)
 KE1735
 KE1735                         *CURRENT SURVEY CONTROL
 KE1735  ___________________________________________________________________
 KE1735* NAD 83(1986)-  39 11 13.     (N)    094 18 00.     (W)     SCALED    
 KE1735* NAVD 88     -       223.33   (meters)     732.7    (feet)  RESET     
 KE1735  ___________________________________________________________________
 KE1735  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KE1735
 KE1735  VERT ORDER  -  THIRD
 KE1735
 KE1735.The horizontal coordinates were scaled from a topographic map and have
 KE1735.an estimated accuracy of +/- 6 seconds.
 KE1735
 KE1735.The orthometric height was computed from unverified reset data.
 KE1735.No vertical observational check was made to the station.
 KE1735
 KE1735.The geoid height was determined by GEOID03.
 KE1735
 KE1735;                    North         East    Units  Estimated Accuracy
 KE1735;SPC MO W     -   335,220.      867,280.      MT  (+/- 180 meters Scaled)
 KE1735
 KE1735                          SUPERSEDED SURVEY CONTROL
 KE1735
 KE1735  NGVD 29 (02/22/06)  223.25   (m)          732.4    (f) RESET       3  
 KE1735
 KE1735.Superseded values are not recommended for survey control.
 KE1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1735.See file dsdata.txt to determine how the superseded data were derived.
 KE1735
 KE1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD877383(NAD 83)
 KE1735_MARKER: DB = BENCH MARK DISK
 KE1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1735_SP_SET: CONCRETE POST
 KE1735_STAMPING: PBM 220 BOLT MORC RESET 1985
 KE1735_MARK LOGO: NGS   
 KE1735_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1735+STABILITY: SURFACE MOTION
 KE1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1735+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2001
 KE1735
 KE1735  HISTORY     - Date     Condition        Report By
 KE1735  HISTORY     - 1985     MONUMENTED       NGS
 KE1735  HISTORY     - 20010114 GOOD             SKW
 KE1735
 KE1735                          STATION DESCRIPTION
 KE1735
 KE1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KE1735'IN THE EAST EDGE OF ATHERTON, 0.1 MI (0.2 KM) NORTH OF THE ATHERTON
 KE1735'METHODIST CHURCH, 125 FT (38.1 M) NORTH OF THE REAR ENTRANCE OF A
 KE1735'WHITE FRAME HOUSE, 66.9 FT (20.4 M) EAST-NORTHEAST OF A PROPERTY
 KE1735'FENCE CORNER, 54 FT (16.5 M) WEST FROM THE CENTERLINE OF OLD
 KE1735'SIBLEY/ATHERTON ROAD, 41.5 FT (12.6 M) WEST-SOUTHWEST OF A POWERLINE
 KE1735'POLE, 33.2 FT (10.1 M) SOUTH-SOUTHEAST FROM THE SOUTHERNMOST RAIL OF
 KE1735'2 SETS OF RAILROAD TRACKS.
 KE1735
 KE1735                          STATION RECOVERY (2001)
 KE1735
 KE1735'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 KE1735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0089 ***********************************************************************
 KE0089  DESIGNATION -  221 BOLT
 KE0089  PID         -  KE0089
 KE0089  STATE/COUNTY-  MO/JACKSON
 KE0089  USGS QUAD   -  MISSOURI CITY (1990)
 KE0089
 KE0089                         *CURRENT SURVEY CONTROL
 KE0089  ___________________________________________________________________
 KE0089* NAD 83(1986)-  39 10 15.     (N)    094 20 44.     (W)     SCALED    
 KE0089* NAVD 88     -       224.575  (meters)     736.79   (feet)  ADJUSTED  
 KE0089  ___________________________________________________________________
 KE0089  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KE0089  DYNAMIC HT  -         224.433 (meters)     736.33  (feet)  COMP
 KE0089  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 KE0089
 KE0089  VERT ORDER  -  FIRST     CLASS II
 KE0089
 KE0089.The horizontal coordinates were scaled from a topographic map and have
 KE0089.an estimated accuracy of +/- 6 seconds.
 KE0089
 KE0089.The orthometric height was determined by differential leveling
 KE0089.and adjusted by the National Geodetic Survey in June 1991..
 KE0089
 KE0089.The geoid height was determined by GEOID03.
 KE0089
 KE0089.The dynamic height is computed by dividing the NAVD 88
 KE0089.geopotential number by the normal gravity value computed on the
 KE0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0089.degrees latitude (g = 980.6199 gals.).
 KE0089
 KE0089.The modeled gravity was interpolated from observed gravity values.
 KE0089
 KE0089;                    North         East    Units  Estimated Accuracy
 KE0089;SPC MO W     -   333,430.      863,350.      MT  (+/- 180 meters Scaled)
 KE0089
 KE0089                          SUPERSEDED SURVEY CONTROL
 KE0089
 KE0089  NGVD 29 (??/??/92)  224.494  (m)          736.53   (f) ADJ UNCH    1 2
 KE0089
 KE0089.Superseded values are not recommended for survey control.
 KE0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0089.See file dsdata.txt to determine how the superseded data were derived.
 KE0089
 KE0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD837365(NAD 83)
 KE0089_MARKER: B = BOLT
 KE0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0089_SP_SET: STONE
 KE0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0089+STABILITY: SURFACE MOTION
 KE0089
 KE0089  HISTORY     - Date     Condition        Report By
 KE0089  HISTORY     - 1892     MONUMENTED       MORC
 KE0089  HISTORY     - 1948     GOOD             NGS
 KE0089  HISTORY     - 1960     GOOD             NGS
 KE0089  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0089
 KE0089                          STATION DESCRIPTION
 KE0089
 KE0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0089'2.4 MI SW FROM ATHERTON.
 KE0089'2.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0089'RAILWAY FROM THE STATION AT ATHERTON, 9 1/2 POLES EAST OF THE
 KE0089'ETON TOWER AT THE JUNCTION OF THE A.T. AND S.FE.RY. AND THE
 KE0089'MISSOURI PACIFIC RAILROAD, 85.0 FEET SOUTH OF THE CENTER LINE
 KE0089'OF THE MOST SOUTHERLY TRACK OF THE MISSOURI PACIFIC RAILROAD, 82.0
 KE0089'FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE BOX CULVERT UNDER
 KE0089'THE TRACK, 47.0 FEET SOUTHEAST OF A TWIN WALNUT TREE, ABOUT
 KE0089'25.0 FEET EAST OF A SMALL STREAM, ON THE POINT AT THE FOOT
 KE0089'OF THE BLUFF, ABOUT 5.0 FEET ABOVE TRACK LEVEL.  THE TOP OF
 KE0089'A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET 3 1/2
 KE0089'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 KE0089'BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 KE0089
 KE0089                          STATION RECOVERY (1960)
 KE0089
 KE0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0089'RECOVERED IN GOOD CONDITION.
 KE0089
 KE0089                          STATION RECOVERY (1986)
 KE0089
 KE0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0090 ***********************************************************************
 KE0090  DESIGNATION -  221 CAP
 KE0090  PID         -  KE0090
 KE0090  STATE/COUNTY-  MO/JACKSON
 KE0090  USGS QUAD   -  MISSOURI CITY (1990)
 KE0090
 KE0090                         *CURRENT SURVEY CONTROL
 KE0090  ___________________________________________________________________
 KE0090* NAD 83(1986)-  39 10 14.     (N)    094 20 44.     (W)     SCALED    
 KE0090* NAVD 88     -       225.809  (meters)     740.84   (feet)  ADJUSTED  
 KE0090  ___________________________________________________________________
 KE0090  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KE0090  DYNAMIC HT  -         225.666 (meters)     740.37  (feet)  COMP
 KE0090  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 KE0090
 KE0090  VERT ORDER  -  FIRST     CLASS II
 KE0090
 KE0090.The horizontal coordinates were scaled from a topographic map and have
 KE0090.an estimated accuracy of +/- 6 seconds.
 KE0090
 KE0090.The orthometric height was determined by differential leveling
 KE0090.and adjusted by the National Geodetic Survey in June 1991..
 KE0090
 KE0090.The geoid height was determined by GEOID03.
 KE0090
 KE0090.The dynamic height is computed by dividing the NAVD 88
 KE0090.geopotential number by the normal gravity value computed on the
 KE0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0090.degrees latitude (g = 980.6199 gals.).
 KE0090
 KE0090.The modeled gravity was interpolated from observed gravity values.
 KE0090
 KE0090;                    North         East    Units  Estimated Accuracy
 KE0090;SPC MO W     -   333,390.      863,350.      MT  (+/- 180 meters Scaled)
 KE0090
 KE0090                          SUPERSEDED SURVEY CONTROL
 KE0090
 KE0090  NGVD 29 (??/??/92)  225.728  (m)          740.58   (f) ADJ UNCH    1 2
 KE0090
 KE0090.Superseded values are not recommended for survey control.
 KE0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0090.See file dsdata.txt to determine how the superseded data were derived.
 KE0090
 KE0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD837365(NAD 83)
 KE0090_MARKER: P = PIPE CAP
 KE0090_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0090_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0090
 KE0090  HISTORY     - Date     Condition        Report By
 KE0090  HISTORY     - 1892     MONUMENTED       MORC
 KE0090  HISTORY     - 1948     GOOD             NGS
 KE0090  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0090
 KE0090                          STATION DESCRIPTION
 KE0090
 KE0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0090'2.8 MI N FROM ATHERTON.
 KE0090'ABOUT 2 1/4 MILES ABOVE ATHERTON, JACKSON COUNTY ABOUT 9 1/2
 KE0090'POLES EAST OF THE ETON SWITCH TOWER AT THE JUNCTION OF THE
 KE0090'MISSOURI PACIFIC AND THE ATCHISON, TOPEKA AND SANTA FE RAILROADS,
 KE0090'85 FEET SOUTH OF THE CENTER OF THE SOUTH TRACK OF THE MISSOURI
 KE0090'PACIFIC RAILROAD, 82 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE
 KE0090'BOX CULVERT UNDER THE RAILROAD, 47 FEET SOUTHEAST OF TWIN WALNUT
 KE0090'TREES, 25 FEET EAST OF A SMALL STREAM, ON A POINT AT THE FOOT OF A
 KE0090'BLUFF AND ABOUT 5 FEET ABOVE THE RAILROAD GRADE.  18 INCHES SQUARE
 KE0090'AND SET ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 KE0090'IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP AND
 KE0090'EXTENDING 8 INCHES ABOVE THE GROUND.  (224.335 METERS OR 736.006
 KE0090'FEET.)  (ELEVATION OF CAP, 225.567 METERS OR 740.048 FEET.)
 KE0090
 KE0090                          STATION RECOVERY (1986)
 KE0090
 KE0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0362 ***********************************************************************
 JE0362  DESIGNATION -  222
 JE0362  PID         -  JE0362
 JE0362  STATE/COUNTY-  MO/CASS
 JE0362  USGS QUAD   -  ADRIAN (1981)
 JE0362
 JE0362                         *CURRENT SURVEY CONTROL
 JE0362  ___________________________________________________________________
 JE0362* NAD 83(1986)-  38 28 44.     (N)    094 20 42.     (W)     SCALED    
 JE0362* NAVD 88     -       251.274  (meters)     824.39   (feet)  ADJUSTED  
 JE0362  ___________________________________________________________________
 JE0362  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0362  DYNAMIC HT  -         251.098 (meters)     823.81  (feet)  COMP
 JE0362  MODELED GRAV-     979,925.2   (mgal)                       NAVD 88
 JE0362
 JE0362  VERT ORDER  -  FIRST     CLASS II
 JE0362
 JE0362.The horizontal coordinates were scaled from a topographic map and have
 JE0362.an estimated accuracy of +/- 6 seconds.
 JE0362
 JE0362.The orthometric height was determined by differential leveling
 JE0362.and adjusted by the National Geodetic Survey in June 1991..
 JE0362
 JE0362.The geoid height was determined by GEOID03.
 JE0362
 JE0362.The dynamic height is computed by dividing the NAVD 88
 JE0362.geopotential number by the normal gravity value computed on the
 JE0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0362.degrees latitude (g = 980.6199 gals.).
 JE0362
 JE0362.The modeled gravity was interpolated from observed gravity values.
 JE0362
 JE0362;                    North         East    Units  Estimated Accuracy
 JE0362;SPC MO W     -   256,620.      863,520.      MT  (+/- 180 meters Scaled)
 JE0362
 JE0362                          SUPERSEDED SURVEY CONTROL
 JE0362
 JE0362  NGVD 29 (??/??/92)  251.157  (m)          824.00   (f) ADJ UNCH    1 2
 JE0362
 JE0362.Superseded values are not recommended for survey control.
 JE0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0362.See file dsdata.txt to determine how the superseded data were derived.
 JE0362
 JE0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC826598(NAD 83)
 JE0362_MARKER: DD = SURVEY DISK
 JE0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0362_STAMPING: TT CWA 222 1934
 JE0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0362+STABILITY: SURFACE MOTION
 JE0362
 JE0362  HISTORY     - Date     Condition        Report By
 JE0362  HISTORY     - 1934     MONUMENTED       USGS
 JE0362  HISTORY     - 1963     GOOD             NGS
 JE0362  HISTORY     - 1965     MARK NOT FOUND   NGS
 JE0362
 JE0362                          STATION DESCRIPTION
 JE0362
 JE0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0362'0.6 MI SE FROM ARCHIE.
 JE0362'ABOUT 0.15 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0362'THE STATION AT ARCHIE, THENCE 0.5 MILE EAST ALONG A PARTICALLY
 JE0362'PAVED ROAD, 54 FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION,
 JE0362'34 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 71, 46 FEET
 JE0362'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 74 FEET NORTHEAST
 JE0362'OF THE NORTHEAST CORNER OF A DIARY SHOP, AND SET IN THE TOP
 JE0362'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- GAS STATION IS NOW
 JE0362'IN THIS AREA.
 JE0362
 JE0362                          STATION RECOVERY (1965)
 JE0362
 JE0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JE0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0097 ***********************************************************************
 KE0097  DESIGNATION -  222 BOLT
 KE0097  PID         -  KE0097
 KE0097  STATE/COUNTY-  MO/JACKSON
 KE0097  USGS QUAD   -  LIBERTY (1990)
 KE0097
 KE0097                         *CURRENT SURVEY CONTROL
 KE0097  ___________________________________________________________________
 KE0097* NAD 83(1986)-  39 09 20.     (N)    094 23 38.     (W)     SCALED    
 KE0097* NAVD 88     -       223.203  (meters)     732.29   (feet)  ADJUSTED  
 KE0097  ___________________________________________________________________
 KE0097  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KE0097  DYNAMIC HT  -         223.061 (meters)     731.83  (feet)  COMP
 KE0097  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 KE0097
 KE0097  VERT ORDER  -  FIRST     CLASS II
 KE0097
 KE0097.The horizontal coordinates were scaled from a topographic map and have
 KE0097.an estimated accuracy of +/- 6 seconds.
 KE0097
 KE0097.The orthometric height was determined by differential leveling
 KE0097.and adjusted by the National Geodetic Survey in June 1991..
 KE0097
 KE0097.The geoid height was determined by GEOID03.
 KE0097
 KE0097.The dynamic height is computed by dividing the NAVD 88
 KE0097.geopotential number by the normal gravity value computed on the
 KE0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0097.degrees latitude (g = 980.6199 gals.).
 KE0097
 KE0097.The modeled gravity was interpolated from observed gravity values.
 KE0097
 KE0097;                    North         East    Units  Estimated Accuracy
 KE0097;SPC MO W     -   331,720.      859,170.      MT  (+/- 180 meters Scaled)
 KE0097
 KE0097                          SUPERSEDED SURVEY CONTROL
 KE0097
 KE0097  NGVD 29 (??/??/92)  223.123  (m)          732.03   (f) ADJ UNCH    1 2
 KE0097
 KE0097.Superseded values are not recommended for survey control.
 KE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0097.See file dsdata.txt to determine how the superseded data were derived.
 KE0097
 KE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD795349(NAD 83)
 KE0097_MARKER: B = BOLT
 KE0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0097_SP_SET: STONE
 KE0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0097+STABILITY: SURFACE MOTION
 KE0097
 KE0097  HISTORY     - Date     Condition        Report By
 KE0097  HISTORY     - 1892     MONUMENTED       MORC
 KE0097  HISTORY     - 1948     GOOD             NGS
 KE0097
 KE0097                          STATION DESCRIPTION
 KE0097
 KE0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0097'AT COURTNEY.
 KE0097'AT COURTNEY, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 KE0097'ABOUT 0.1 MILE EAST OF THE OVERPASS OF U.S. HIGHWAY NO. 71
 KE0097'BYPASS, 11.5 FEET EAST OF THE SOUTHEAST CORNER OF THE STATION,
 KE0097'18.9 FEET NORTH OF THE NORTH RAIL OF THE MOST NORTHERLY MAIN
 KE0097'TRACK, 41.0 FEET SOUTH OF THE SOUTH RAIL OF THE SIDE TRACK ON THE
 KE0097'NORTH SIDE OF THE STATION, 6.5 FEET NORTH OF THE NORTHEAST
 KE0097'CORNER AT THE EAST END OF THE GRAVEL PLATFORM OF THE STATION,
 KE0097'4.9 FEET EAST OF THE EAST FACE OF A TELEGRAPH POLE.  THE TOP
 KE0097'OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET
 KE0097'4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 KE0097'PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0096 ***********************************************************************
 KE0096  DESIGNATION -  222 CAP
 KE0096  PID         -  KE0096
 KE0096  STATE/COUNTY-  MO/JACKSON
 KE0096  USGS QUAD   -  LIBERTY (1990)
 KE0096
 KE0096                         *CURRENT SURVEY CONTROL
 KE0096  ___________________________________________________________________
 KE0096* NAD 83(1986)-  39 09 20.     (N)    094 23 37.     (W)     SCALED    
 KE0096* NAVD 88     -       224.907  (meters)     737.88   (feet)  ADJUSTED  
 KE0096  ___________________________________________________________________
 KE0096  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KE0096  DYNAMIC HT  -         224.764 (meters)     737.41  (feet)  COMP
 KE0096  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 KE0096
 KE0096  VERT ORDER  -  FIRST     CLASS II
 KE0096
 KE0096.The horizontal coordinates were scaled from a topographic map and have
 KE0096.an estimated accuracy of +/- 6 seconds.
 KE0096
 KE0096.The orthometric height was determined by differential leveling
 KE0096.and adjusted by the National Geodetic Survey in June 1991..
 KE0096
 KE0096.The geoid height was determined by GEOID03.
 KE0096
 KE0096.The dynamic height is computed by dividing the NAVD 88
 KE0096.geopotential number by the normal gravity value computed on the
 KE0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0096.degrees latitude (g = 980.6199 gals.).
 KE0096
 KE0096.The modeled gravity was interpolated from observed gravity values.
 KE0096
 KE0096;                    North         East    Units  Estimated Accuracy
 KE0096;SPC MO W     -   331,720.      859,200.      MT  (+/- 180 meters Scaled)
 KE0096
 KE0096                          SUPERSEDED SURVEY CONTROL
 KE0096
 KE0096  NGVD 29 (??/??/92)  224.820  (m)          737.60   (f) ADJ UNCH    1 2
 KE0096
 KE0096.Superseded values are not recommended for survey control.
 KE0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0096.See file dsdata.txt to determine how the superseded data were derived.
 KE0096
 KE0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD795349(NAD 83)
 KE0096_MARKER: P = PIPE CAP
 KE0096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0096_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0096
 KE0096  HISTORY     - Date     Condition        Report By
 KE0096  HISTORY     - UNK      MONUMENTED       MORC
 KE0096  HISTORY     - 1960     GOOD             NGS
 KE0096  HISTORY     - 1965     MARK NOT FOUND   NGS
 KE0096
 KE0096                          STATION DESCRIPTION
 KE0096
 KE0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KE0096'AT COURTNEY.
 KE0096'AT COURTNEY, JACKSON COUNTY, ALONG THE ATCHISON, TOPEKA AND
 KE0096'SANTA FE RAILWAY, 0.1 MILE EAST OF OVERPASS OF U.S. HIGHWAY
 KE0096'71 BYPASS, 31 FEET EAST OF THE SOUTHEAST CORNER OF THE STATION,
 KE0096'18 FEET NORTH OF THE NORTH RAIL OF THE MOST NORTHERLY MAIN
 KE0096'TRACK, 41 FEET SOUTH OF THE SOUTH RAIL OF SIDETRACK, 25 FEET
 KE0096'SOUTH OF A POWER POLE WITH METER, AND 6.5 FEET NORTH OF THE
 KE0096'NORTHEAST CORNER OF THE PLATFORM.  THE TOP OF A MISSOURI RIVER
 KE0096'COMMISSION IRON CAP SET ON TOP OF A 4-INCH IRON PIPE.  NOTE-- THE
 KE0096'CAP IS 6 INCHES BELOW THE SURFACE OF THE GROUND.  THE BOLT IS
 KE0096'4-1/2 FEET UNDERGROUND AND MAY BE REACHED BY REMOVING THE IRON
 KE0096'CAP.  THE STATION HAS BEEN MODIFIED - COMPLETE DESCRIPTION
 KE0096
 KE0096                          STATION RECOVERY (1965)
 KE0096
 KE0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KE0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0457 ***********************************************************************
 LF0457  DESIGNATION -  223
 LF0457  PID         -  LF0457
 LF0457  STATE/COUNTY-  MO/HOLT
 LF0457  USGS QUAD   -  CORNING (1984)
 LF0457
 LF0457                         *CURRENT SURVEY CONTROL
 LF0457  ___________________________________________________________________
 LF0457* NAD 83(1997)-  40 07 52.50821(N)    095 24 04.76413(W)     ADJUSTED  
 LF0457* NAVD 88     -       264.592  (meters)     868.08   (feet)  ADJUSTED  
 LF0457  ___________________________________________________________________
 LF0457  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 LF0457  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LF0457  DYNAMIC HT  -         264.448 (meters)     867.61  (feet)  COMP
 LF0457  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 LF0457
 LF0457  HORZ ORDER  -  SECOND
 LF0457  VERT ORDER  -  SECOND    CLASS 0
 LF0457
 LF0457.The horizontal coordinates were established by classical geodetic methods
 LF0457.and adjusted by the National Geodetic Survey in February 2000..
 LF0457
 LF0457.The orthometric height was determined by differential leveling
 LF0457.and adjusted by the National Geodetic Survey in June 1991..
 LF0457
 LF0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0457
 LF0457.The geoid height was determined by GEOID03.
 LF0457
 LF0457.The dynamic height is computed by dividing the NAVD 88
 LF0457.geopotential number by the normal gravity value computed on the
 LF0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0457.degrees latitude (g = 980.6199 gals.).
 LF0457
 LF0457.The modeled gravity was interpolated from observed gravity values.
 LF0457
 LF0457;                    North         East     Units Scale Factor Converg.
 LF0457;SPC MO W     -   440,430.211   773,184.063   MT  1.00001379   -0 34 51.5
 LF0457;SPC NE       -    43,500.158   891,738.816   MT  0.99994326   +3 02 51.1
 LF0457;UTM  15      - 4,445,089.365   295,406.497   MT  1.00011532   -1 32 53.8
 LF0457
 LF0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0457!SPC MO W     -   0.99996332  x   1.00001379  =   0.99997711
 LF0457!SPC NE       -   0.99996332  x   0.99994326  =   0.99990658
 LF0457!UTM  15      -   0.99996332  x   1.00011532  =   1.00007864
 LF0457
 LF0457                          SUPERSEDED SURVEY CONTROL
 LF0457
 LF0457  NAD 83(1997)-  40 07 52.50820(N)    095 24 04.76412(W) AD(       ) 2
 LF0457  NAD 83(1997)-  40 07 52.50819(N)    095 24 04.76411(W) AD(       ) 2
 LF0457  NAD 83(1997)-  40 07 52.50825(N)    095 24 04.76407(W) AD(       ) 2
 LF0457  NAD 83(1986)-  40 07 52.51321(N)    095 24 04.76084(W) AD(       ) 2
 LF0457  NAD 27      -  40 07 52.51800(N)    095 24 03.82900(W) AD(       ) 2
 LF0457  NGVD 29 (??/??/92)  264.516  (m)          867.83   (f) ADJ UNCH    2 0
 LF0457
 LF0457.Superseded values are not recommended for survey control.
 LF0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0457.See file dsdata.txt to determine how the superseded data were derived.
 LF0457
 LF0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9540645089(NAD 83)
 LF0457_MARKER: DB = BENCH MARK DISK
 LF0457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0457_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0457_STAMPING: 223
 LF0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0457
 LF0457  HISTORY     - Date     Condition        Report By
 LF0457  HISTORY     - 1947     MONUMENTED       MORC
 LF0457  HISTORY     - 1948     GOOD             NGS
 LF0457  HISTORY     - 1959     GOOD             NGS
 LF0457
 LF0457                          STATION DESCRIPTION
 LF0457
 LF0457'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (FRG)
 LF0457'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH-SOUTHWEST OF CRAIG,
 LF0457'0.75 MILE WEST OF THE KELSO SCHOOL, IN A SMALL PASTURE SOUTHWEST OF
 LF0457'MR. COOKS HOUSE.  IT IS 21 FEET EAST OF BANK AT WEST EDGE OF
 LF0457'PASTURE, 17 FEET EAST OF A FENCE CORNER AND 13 FEET NORTH OF THE
 LF0457'SOUTH BANK AT EDGE OF PASTURE.  THE MARK IS A BRONZE CAP SET ON
 LF0457'A 2 INCH PIPE WHICH IS EMBEDDED IN CONCRETE.  THE PIPE PROJECTS
 LF0457'3 INCHES AND THE CAP IS STAMPED 223.
 LF0457'
 LF0457'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION KELSO
 LF0457'TO NO. 223 (MRC).  IT IS 76.208 METERS (250.03 FEET)
 LF0457'SOUTH-SOUTHWEST OF THE STATION.
 LF0457'
 LF0457'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 275 AND 159 IN CRAIG,
 LF0457'GO SOUTHERLY ON HIGHWAY 159 FOR 4.55 MILES TO A CROSSROADS, TURN
 LF0457'RIGHT (WEST) FOR 1.0 MILE TO CROSSROADS, CONTINUE ON WEST FOR 0.55
 LF0457'MILE TO MR. COOKS HOME AND THE STATION AS DESCRIBED.
 LF0457
 LF0457                          STATION RECOVERY (1948)
 LF0457
 LF0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0457'7.2 MI WNW FROM BIGELOW.
 LF0457'3.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE AT
 LF0457'BIGELOW, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 159, THENCE 0.7
 LF0457'MILE WEST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHWEST ALONG A
 LF0457'DIRT ROAD, THENCE 1.4 MILES NORTH ALONG A DIRT ROAD, THENCE 0.55
 LF0457'MILE WEST ALONG A DIRT ROAD, ABOUT 0.75 MILE WEST OF THE KELSO
 LF0457'SCHOOL, IN A SMALL PASTURE, SOUTHWEST OF THE HOME OF A MR. COOK,
 LF0457'250.03 FEET SOUTH SOUTHWEST OF TRIANGULATION STATION KELSO 1947,
 LF0457'21.0 FEET EAST OF A BANK AT THE WEST EDGE OF THE PASTURE, 17.0
 LF0457'FEET EAST OF A FENCE CORNER, 13.0 FEET NORTH OF THE SOUTH BANK AT
 LF0457'THE EDGE OF THE PASTURE, A BRONZE DISK WELDED ON TOP OF A
 LF0457'2-INCH IRON PIPE WHICH IS EMBEDDED IN CONCRETE AND PROJECTING 3
 LF0457'INCHES ABOVE THE GROUND.
 LF0457
 LF0457                          STATION RECOVERY (1959)
 LF0457
 LF0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0429 ***********************************************************************
 LF0429  DESIGNATION -  225 A
 LF0429  PID         -  LF0429
 LF0429  STATE/COUNTY-  MO/HOLT
 LF0429  USGS QUAD   -  CORNING (1984)
 LF0429
 LF0429                         *CURRENT SURVEY CONTROL
 LF0429  ___________________________________________________________________
 LF0429* NAD 83(1997)-  40 12 40.58065(N)    095 26 59.66309(W)     ADJUSTED  
 LF0429* NAVD 88     -       266.603  (meters)     874.68   (feet)  ADJUSTED  
 LF0429  ___________________________________________________________________
 LF0429  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 LF0429  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LF0429  DYNAMIC HT  -         266.459 (meters)     874.21  (feet)  COMP
 LF0429  MODELED GRAV-     980,077.8   (mgal)                       NAVD 88
 LF0429
 LF0429  HORZ ORDER  -  SECOND
 LF0429  VERT ORDER  -  SECOND    CLASS 0
 LF0429
 LF0429.The horizontal coordinates were established by classical geodetic methods
 LF0429.and adjusted by the National Geodetic Survey in February 2000..
 LF0429
 LF0429.The orthometric height was determined by differential leveling
 LF0429.and adjusted by the National Geodetic Survey in June 1991..
 LF0429
 LF0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0429
 LF0429.The geoid height was determined by GEOID03.
 LF0429
 LF0429.The dynamic height is computed by dividing the NAVD 88
 LF0429.geopotential number by the normal gravity value computed on the
 LF0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0429.degrees latitude (g = 980.6199 gals.).
 LF0429
 LF0429.The modeled gravity was interpolated from observed gravity values.
 LF0429
 LF0429;                    North         East     Units Scale Factor Converg.
 LF0429;SPC MO W     -   449,358.283   769,138.505   MT  1.00002164   -0 36 47.9
 LF0429;SPC NE       -    52,153.512   887,136.746   MT  0.99991118   +3 00 55.2
 LF0429;UTM  15      - 4,454,085.484   291,511.949   MT  1.00013511   -1 34 56.1
 LF0429
 LF0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0429!SPC MO W     -   0.99996299  x   1.00002164  =   0.99998463
 LF0429!SPC NE       -   0.99996299  x   0.99991118  =   0.99987417
 LF0429!UTM  15      -   0.99996299  x   1.00013511  =   1.00009809
 LF0429
 LF0429                          SUPERSEDED SURVEY CONTROL
 LF0429
 LF0429  NAD 83(1997)-  40 12 40.58065(N)    095 26 59.66309(W) AD(       ) 2
 LF0429  NAD 83(1997)-  40 12 40.58064(N)    095 26 59.66307(W) AD(       ) 2
 LF0429  NAD 83(1997)-  40 12 40.58073(N)    095 26 59.66317(W) AD(       ) 2
 LF0429  NAD 83(1986)-  40 12 40.58593(N)    095 26 59.65906(W) AD(       ) 2
 LF0429  NAD 27      -  40 12 40.59300(N)    095 26 58.72800(W) AD(       ) 2
 LF0429  NGVD 29 (??/??/92)  266.510  (m)          874.37   (f) ADJ UNCH    2 0
 LF0429
 LF0429.Superseded values are not recommended for survey control.
 LF0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0429.See file dsdata.txt to determine how the superseded data were derived.
 LF0429
 LF0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9151254085(NAD 83)
 LF0429_MARKER: P = PIPE CAP
 LF0429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0429_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0429
 LF0429  HISTORY     - Date     Condition        Report By
 LF0429  HISTORY     - UNK      MONUMENTED       MORC
 LF0429  HISTORY     - 1947     GOOD             MORC
 LF0429  HISTORY     - 1948     GOOD             NGS
 LF0429  HISTORY     - 1961     GOOD             CGS
 LF0429  HISTORY     - 1961     GOOD             NGS
 LF0429
 LF0429                          STATION DESCRIPTION
 LF0429
 LF0429'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (GLS)
 LF0429'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF CRAIG AND
 LF0429'2-1/2 MILES SOUTH OF CORNING IN A SMALL PASTURE.  STATION IS 70
 LF0429'FEET WEST OF THE APPROXIMATE CENTERLINE OF MISSOURI STATE ROUTE
 LF0429'NO. 111, AND 51 FEET NORTHWEST OF A FENCECORNER.  THE MARK IS A
 LF0429'BRONZE CAP SET ON A 2 INCH PIPE EMBEDDED IN CONCRETE.  THE MARK
 LF0429'PROJECTS ABOUT 8 INCHES AND IS CAST US NO.  THERE IS NO STAMPING
 LF0429'ON THE MARK.
 LF0429'
 LF0429'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LAKE
 LF0429'TO 225A (MRC).  IT IS 9.536 METERS (31.29 FEET) NORTHWEST OF THE
 LF0429'STATION.
 LF0429'
 LF0429'TO REACH FROM THE POST OFFICE IN CRAIG GO NORTHWEST ON MAIN STREET
 LF0429'FOR 0.5 MILE TO CROSS STREET.  TURN LEFT AND GO 0.1 MILE TO
 LF0429'MISSOURI STATE ROUTE NO. 111 AND CONTINUE WEST AND NORTH FOR
 LF0429'5.2 MILES TO STATION ON LEFT OR WEST SIDE OF ROUTE 111 AS
 LF0429'DESCRIBED.
 LF0429
 LF0429                          STATION RECOVERY (1948)
 LF0429
 LF0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0429'2.6 MI S FROM CORNING.
 LF0429'2.65 MILES SOUTH ALONG STATE HIGHWAY NO. 111 FROM THE STATION
 LF0429'AT CORNING, AT A FARMHOUSE, NEAR THE SOUTHEAST CORNER OF A
 LF0429'PASTURE FIELD, 70.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LF0429'31.2 FEET NORTHWEST OF TRIANGULATION STATION LAKE, 75.4 FEET
 LF0429'SOUTHWEST OF LAKE R.M. 1, 40.6 FEET WEST OF THE WEST RIGHT-OF-WAY
 LF0429'FENCE, 31.5 FEET NORTH OF A EAST-WEST FENCE, A BRONZE CAP WELDED
 LF0429'ON THE TOP OF AN IRON PIPE SET IN CONCRETE AND PROJECTING 0.8
 LF0429'FOOT ABOVE THE GROUND.
 LF0429
 LF0429                          STATION RECOVERY (1961)
 LF0429
 LF0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 LF0429'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION,
 LF0429'31.29 FEET NORTHWEST OF TRIANGULATION STATION LAKE 1947.
 LF0429
 LF0429                          STATION RECOVERY (1961)
 LF0429
 LF0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0142 ***********************************************************************
 JC0142  DESIGNATION -  22=6/1 BOLT
 JC0142  PID         -  JC0142
 JC0142  STATE/COUNTY-  MO/ST LOUIS
 JC0142  USGS QUAD   -  ST CHARLES (1994)
 JC0142
 JC0142                         *CURRENT SURVEY CONTROL
 JC0142  ___________________________________________________________________
 JC0142* NAD 83(1986)-  38 46 07.     (N)    090 26 19.     (W)     SCALED    
 JC0142* NAVD 88     -       146.275  (meters)     479.90   (feet)  ADJUSTED  
 JC0142  ___________________________________________________________________
 JC0142  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JC0142  DYNAMIC HT  -         146.184 (meters)     479.61  (feet)  COMP
 JC0142  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 JC0142
 JC0142  VERT ORDER  -  SECOND    CLASS 0
 JC0142
 JC0142.The horizontal coordinates were scaled from a topographic map and have
 JC0142.an estimated accuracy of +/- 6 seconds.
 JC0142
 JC0142.The orthometric height was determined by differential leveling
 JC0142.and adjusted by the National Geodetic Survey in June 1991..
 JC0142
 JC0142.The geoid height was determined by GEOID03.
 JC0142
 JC0142.The dynamic height is computed by dividing the NAVD 88
 JC0142.geopotential number by the normal gravity value computed on the
 JC0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0142.degrees latitude (g = 980.6199 gals.).
 JC0142
 JC0142.The modeled gravity was interpolated from observed gravity values.
 JC0142
 JC0142;                    North         East    Units  Estimated Accuracy
 JC0142;SPC MO E     -   325,750.      255,340.      MT  (+/- 180 meters Scaled)
 JC0142
 JC0142                          SUPERSEDED SURVEY CONTROL
 JC0142
 JC0142  NGVD 29 (??/??/92)  146.275  (m)          479.90   (f) ADJ UNCH    2 0
 JC0142
 JC0142.Superseded values are not recommended for survey control.
 JC0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0142.See file dsdata.txt to determine how the superseded data were derived.
 JC0142
 JC0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC225942(NAD 83)
 JC0142_MARKER: B = BOLT
 JC0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0142_SP_SET: STONE
 JC0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0142+STABILITY: SURFACE MOTION
 JC0142
 JC0142  HISTORY     - Date     Condition        Report By
 JC0142  HISTORY     - UNK      MONUMENTED       MORC
 JC0142  HISTORY     - 1935     GOOD             NGS
 JC0142
 JC0142                          STATION DESCRIPTION
 JC0142
 JC0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0142'2 MI SE FROM ST CHARLES.
 JC0142'IN ST. LOUIS COUNTY, 2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40
 JC0142'FROM THE EAST END OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER
 JC0142'AT ST. CHARLES, ST. CHARLES COUNTY, 105 YARDS SOUTHEAST OF THE
 JC0142'JUNCTION OF A ROAD LEADING NORTHEAST, AT THE TOP OF THE FIRST
 JC0142'SMALL HILL SOUTHEAST OF THE RIVER, 104 FEET WEST OF THE WEST
 JC0142'CORNER OF A 2-STORY FRAME HOUSE ON THE FAUNA FUR FARM, 104 FEET
 JC0142'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 12 FEET
 JC0142'ABOVE THE LEVEL OF THE HIGHWAY.  A COPPER BOLT LEADED IN THE
 JC0142'TOP OF A STONE 18 INCHES SQUARE AND SET ABOUT 3 FEET UNDER
 JC0142'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0143 ***********************************************************************
 JC0143  DESIGNATION -  22=6/1 CAP
 JC0143  PID         -  JC0143
 JC0143  STATE/COUNTY-  MO/ST LOUIS
 JC0143  USGS QUAD   -  ST CHARLES (1994)
 JC0143
 JC0143                         *CURRENT SURVEY CONTROL
 JC0143  ___________________________________________________________________
 JC0143* NAD 83(1986)-  38 46 07.     (N)    090 26 19.     (W)     SCALED    
 JC0143* NAVD 88     -       147.513  (meters)     483.97   (feet)  ADJUSTED  
 JC0143  ___________________________________________________________________
 JC0143  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JC0143  DYNAMIC HT  -         147.421 (meters)     483.66  (feet)  COMP
 JC0143  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 JC0143
 JC0143  VERT ORDER  -  SECOND    CLASS 0
 JC0143
 JC0143.The horizontal coordinates were scaled from a topographic map and have
 JC0143.an estimated accuracy of +/- 6 seconds.
 JC0143
 JC0143.The orthometric height was determined by differential leveling
 JC0143.and adjusted by the National Geodetic Survey in June 1991..
 JC0143
 JC0143.The geoid height was determined by GEOID03.
 JC0143
 JC0143.The dynamic height is computed by dividing the NAVD 88
 JC0143.geopotential number by the normal gravity value computed on the
 JC0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0143.degrees latitude (g = 980.6199 gals.).
 JC0143
 JC0143.The modeled gravity was interpolated from observed gravity values.
 JC0143
 JC0143;                    North         East    Units  Estimated Accuracy
 JC0143;SPC MO E     -   325,750.      255,340.      MT  (+/- 180 meters Scaled)
 JC0143
 JC0143                          SUPERSEDED SURVEY CONTROL
 JC0143
 JC0143  NGVD 29 (??/??/92)  147.513  (m)          483.97   (f) ADJ UNCH    2 0
 JC0143
 JC0143.Superseded values are not recommended for survey control.
 JC0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0143.See file dsdata.txt to determine how the superseded data were derived.
 JC0143
 JC0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC225942(NAD 83)
 JC0143_MARKER: P = PIPE CAP
 JC0143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0143_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0143
 JC0143  HISTORY     - Date     Condition        Report By
 JC0143  HISTORY     - UNK      MONUMENTED       MORC
 JC0143  HISTORY     - 1935     GOOD             NGS
 JC0143
 JC0143                          STATION DESCRIPTION
 JC0143
 JC0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0143'2 MI SE FROM ST CHARLES.
 JC0143'IN ST. LOUIS COUNTY, 2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40
 JC0143'FROM THE EAST END OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER
 JC0143'AT ST. CHARLES, ST. CHARLES COUNTY, 105 YARDS SOUTHEAST OF THE
 JC0143'JUNCTION OF A ROAD LEADING NORTHEAST, AT THE TOP OF THE FIRST
 JC0143'SMALL HILL SOUTHEAST OF THE RIVER, 104 FEET WEST OF THE WEST
 JC0143'CORNER OF A 2-STORY FRAME HOUSE ON THE FAUNA FUR FARM, 104
 JC0143'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 12
 JC0143'FEET ABOVE THE LEVEL OF THE HIGHWAY.  AN IRON PIPE PROJECTING
 JC0143'ABOUT 14 INCHES ABOVE GROUND AND BEARING A MISSOURI RIVER
 JC0143'COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0110 ***********************************************************************
 KE0110  DESIGNATION -  227 BOLT
 KE0110  PID         -  KE0110
 KE0110  STATE/COUNTY-  MO/JACKSON
 KE0110  USGS QUAD   -  INDEPENDENCE (1990)
 KE0110
 KE0110                         *CURRENT SURVEY CONTROL
 KE0110  ___________________________________________________________________
 KE0110* NAD 83(1986)-  39 07 04.     (N)    094 29 31.     (W)     SCALED    
 KE0110* NAVD 88     -       223.895  (meters)     734.56   (feet)  ADJUSTED  
 KE0110  ___________________________________________________________________
 KE0110  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0110  DYNAMIC HT  -         223.752 (meters)     734.09  (feet)  COMP
 KE0110  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 KE0110
 KE0110  VERT ORDER  -  FIRST     CLASS II
 KE0110
 KE0110.The horizontal coordinates were scaled from a topographic map and have
 KE0110.an estimated accuracy of +/- 6 seconds.
 KE0110
 KE0110.The orthometric height was determined by differential leveling
 KE0110.and adjusted by the National Geodetic Survey in June 1991..
 KE0110.WARNING-Repeat measurements at this control monument indicate possible
 KE0110.vertical movement.
 KE0110
 KE0110.The geoid height was determined by GEOID03.
 KE0110
 KE0110.The dynamic height is computed by dividing the NAVD 88
 KE0110.geopotential number by the normal gravity value computed on the
 KE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0110.degrees latitude (g = 980.6199 gals.).
 KE0110
 KE0110.The modeled gravity was interpolated from observed gravity values.
 KE0110
 KE0110;                    North         East    Units  Estimated Accuracy
 KE0110;SPC MO W     -   327,520.      850,700.      MT  (+/- 180 meters Scaled)
 KE0110
 KE0110                          SUPERSEDED SURVEY CONTROL
 KE0110
 KE0110  NGVD 29 (??/??/92)  223.816  (m)          734.30   (f) ADJ UNCH    1 2
 KE0110
 KE0110.Superseded values are not recommended for survey control.
 KE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0110.See file dsdata.txt to determine how the superseded data were derived.
 KE0110
 KE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD710309(NAD 83)
 KE0110_MARKER: Z = SEE DESCRIPTION
 KE0110_SETTING: 0 = UNSPECIFIED SETTING
 KE0110_SP_SET: STONE
 KE0110_STAMPING: 227 737.902
 KE0110_MARK LOGO: MORC  
 KE0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0110
 KE0110  HISTORY     - Date     Condition        Report By
 KE0110  HISTORY     - 1892     MONUMENTED       MORC
 KE0110  HISTORY     - 1938     GOOD             USGS
 KE0110  HISTORY     - 1948     GOOD             NGS
 KE0110  HISTORY     - 1960     GOOD             NGS
 KE0110  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0110
 KE0110                          STATION DESCRIPTION
 KE0110
 KE0110'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 KE0110'RECOVERED IN GOOD CONDITION.
 KE0110
 KE0110                          STATION RECOVERY (1948)
 KE0110
 KE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 KE0110'AT KANSAS CITY.
 KE0110'AT KANSAS CITY, ABOUT 7.5 MILES EAST OF THE EAST END OF THE
 KE0110'UNDERPASS OF THE INTERCITY VIADUCT, 104.0 FEET SOUTH OF THE
 KE0110'SOUTH FACE OF THE EAST STONE ABUTMENT OF THE MISSOUR PACIFIC
 KE0110'RAILROAD BRIDGE 69 OVER THE BIG BLUE RIVER, 56.0 FEET SOUTHEAST
 KE0110'OF A LARGE IRON BOLT DRIVEN INTO THE EAST FACE OF A 48-INCH
 KE0110'COTTONWOOD TREE, 50.5 FEET EAST OF THE EAST BANK OF THE RIVER,
 KE0110'16.0 FEET EAST OF THE CENTER LINE OF A FARM ROAD WHICH FOLLOWS
 KE0110'ALONG THE EAST BANK OF THE RIVER AND WHICH GOES UNDERNEATH THE
 KE0110'RAILWAY BRIDGE, IN THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 KE0110'A COPPER BOLT SET IN A STONE WHICH IS 2 1/2 FEET UNDERGROUND
 KE0110'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING 1.3
 KE0110'FEET ABOVE THE GROUND.  NOTE, THE CAP FOR THE IRON PIPE IS LOST.
 KE0110
 KE0110                          STATION RECOVERY (1960)
 KE0110
 KE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0110'RECOVERED IN GOOD CONDITION.
 KE0110
 KE0110                          STATION RECOVERY (1986)
 KE0110
 KE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0423 ***********************************************************************
 KC0423  DESIGNATION -  23
 KC0423  PID         -  KC0423
 KC0423  STATE/COUNTY-  MO/PIKE
 KC0423  USGS QUAD   -  LOUISIANA (1991)
 KC0423
 KC0423                         *CURRENT SURVEY CONTROL
 KC0423  ___________________________________________________________________
 KC0423* NAD 83(1986)-  39 27 02.     (N)    091 02 44.     (W)     SCALED    
 KC0423* NAVD 88     -       142.656  (meters)     468.03   (feet)  ADJUSTED  
 KC0423  ___________________________________________________________________
 KC0423  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KC0423  DYNAMIC HT  -         142.575 (meters)     467.76  (feet)  COMP
 KC0423  MODELED GRAV-     980,055.3   (mgal)                       NAVD 88
 KC0423
 KC0423  VERT ORDER  -  SECOND    CLASS 0
 KC0423
 KC0423.The horizontal coordinates were scaled from a topographic map and have
 KC0423.an estimated accuracy of +/- 6 seconds.
 KC0423
 KC0423.The orthometric height was determined by differential leveling
 KC0423.and adjusted by the National Geodetic Survey in June 1991..
 KC0423
 KC0423.The geoid height was determined by GEOID03.
 KC0423
 KC0423.The dynamic height is computed by dividing the NAVD 88
 KC0423.geopotential number by the normal gravity value computed on the
 KC0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0423.degrees latitude (g = 980.6199 gals.).
 KC0423
 KC0423.The modeled gravity was interpolated from observed gravity values.
 KC0423
 KC0423;                    North         East    Units  Estimated Accuracy
 KC0423;SPC MO E     -   401,590.      203,050.      MT  (+/- 180 meters Scaled)
 KC0423
 KC0423                          SUPERSEDED SURVEY CONTROL
 KC0423
 KC0423  NGVD 29 (??/??/92)  142.723  (m)          468.25   (f) ADJ UNCH    2 0
 KC0423
 KC0423.Superseded values are not recommended for survey control.
 KC0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0423.See file dsdata.txt to determine how the superseded data were derived.
 KC0423
 KC0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD681686(NAD 83)
 KC0423_MARKER: B = BOLT
 KC0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0423+STABILITY: SURFACE MOTION
 KC0423
 KC0423  HISTORY     - Date     Condition        Report By
 KC0423  HISTORY     - UNK      MONUMENTED       DOD
 KC0423  HISTORY     - 1944     GOOD             NGS
 KC0423
 KC0423                          STATION DESCRIPTION
 KC0423
 KC0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KC0423'AT LOUISIANA.
 KC0423'AT LOUISIANA, PIKE COUNTY, 6 POLES NORTHEAST OF THE CHICAGO,
 KC0423'BURLINGTON AND QUINCY RAILROAD STATION, AT THE WEST CORNER OF
 KC0423'WATER AND GEORGIA STREETS, IN THE NORTHEAST FACE OF A TWO-STORY
 KC0423'BRICK BUILDING (VACANT IN 1934), IN THE TOP COURSE OF THE
 KC0423'CONCRETE BLOCK FOUNDATION, 20 INCHES NORTHWEST OF A DOOR, AND 14
 KC0423'INCHES ABOVE THE SIDEWALK.  THE CENTER OF A COPPER BOLT LEADED
 KC0423'HORIZONTALLY AND SURROUNDED BY THE LETTERS USPBM CUT IN THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0851 ***********************************************************************
 JC0851  DESIGNATION -  23 CAP
 JC0851  PID         -  JC0851
 JC0851  STATE/COUNTY-  MO/OSAGE
 JC0851  USGS QUAD   -  SUMMERFIELD (1981)
 JC0851
 JC0851                         *CURRENT SURVEY CONTROL
 JC0851  ___________________________________________________________________
 JC0851* NAD 83(1986)-  38 17 58.     (N)    091 51 36.     (W)     SCALED    
 JC0851* NAVD 88     -       200.013  (meters)     656.21   (feet)  ADJUSTED  
 JC0851  ___________________________________________________________________
 JC0851  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JC0851  DYNAMIC HT  -         199.873 (meters)     655.75  (feet)  COMP
 JC0851  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 JC0851
 JC0851  VERT ORDER  -  SECOND    CLASS 0
 JC0851
 JC0851.The horizontal coordinates were scaled from a topographic map and have
 JC0851.an estimated accuracy of +/- 6 seconds.
 JC0851
 JC0851.The orthometric height was determined by differential leveling
 JC0851.and adjusted by the National Geodetic Survey in June 1991..
 JC0851
 JC0851.The geoid height was determined by GEOID03.
 JC0851
 JC0851.The dynamic height is computed by dividing the NAVD 88
 JC0851.geopotential number by the normal gravity value computed on the
 JC0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0851.degrees latitude (g = 980.6199 gals.).
 JC0851
 JC0851.The modeled gravity was interpolated from observed gravity values.
 JC0851
 JC0851;                    North         East    Units  Estimated Accuracy
 JC0851;SPC MO C     -   273,860.      555,980.      MT  (+/- 180 meters Scaled)
 JC0851
 JC0851                          SUPERSEDED SURVEY CONTROL
 JC0851
 JC0851  NGVD 29 (??/??/92)  200.006  (m)          656.19   (f) ADJ UNCH    2 0
 JC0851
 JC0851.Superseded values are not recommended for survey control.
 JC0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0851.See file dsdata.txt to determine how the superseded data were derived.
 JC0851
 JC0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC996396(NAD 83)
 JC0851_MARKER: P = PIPE CAP
 JC0851_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0851_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0851
 JC0851  HISTORY     - Date     Condition        Report By
 JC0851  HISTORY     - UNK      MONUMENTED       MORC
 JC0851  HISTORY     - 1935     GOOD             NGS
 JC0851
 JC0851                          STATION DESCRIPTION
 JC0851
 JC0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0851'3.6 MI W FROM SUMMERFIELD.
 JC0851'IN OSAGE COUNTY, 3.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND
 JC0851'AND PACIFIC RAILROAD FROM SUMMERFIELD, MARIES COUNTY, 3.5 MILES
 JC0851'EAST OF THE STATION AT FREEBURG, OSAGE COUNTY, 0.5 MILE EAST OF
 JC0851'GASCONADE RIVER, 15 POLES WEST OF MILEPOST 114, AT THE SOUTHWEST
 JC0851'CORNER OF THE GASCONDY CLUB GROUNDS, 9 YARDS SOUTH AND 1 YARD
 JC0851'WEST OF THE SOUTHWEST CORNER OF A TENNIS COURT, AND 1 FOOT
 JC0851'SOUTH OF THE STONE STEPS.  A MISSOURI RIVER COMMISSION STANDARD
 JC0851'CAP, RIVETED ON THE TOP OF A 4-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0071 ***********************************************************************
 KE0071  DESIGNATION -  246
 KE0071  PID         -  KE0071
 KE0071  STATE/COUNTY-  MO/JACKSON
 KE0071  USGS QUAD   -  BUCKNER (1990)
 KE0071
 KE0071                         *CURRENT SURVEY CONTROL
 KE0071  ___________________________________________________________________
 KE0071* NAD 83(1986)-  39 11 30.     (N)    094 12 14.     (W)     SCALED    
 KE0071* NAVD 88     -       232.865  (meters)     763.99   (feet)  ADJUSTED  
 KE0071  ___________________________________________________________________
 KE0071  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KE0071  DYNAMIC HT  -         232.719 (meters)     763.51  (feet)  COMP
 KE0071  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 KE0071
 KE0071  VERT ORDER  -  FIRST     CLASS II
 KE0071
 KE0071.The horizontal coordinates were scaled from a topographic map and have
 KE0071.an estimated accuracy of +/- 6 seconds.
 KE0071
 KE0071.The orthometric height was determined by differential leveling
 KE0071.and adjusted by the National Geodetic Survey in June 1991..
 KE0071
 KE0071.The geoid height was determined by GEOID03.
 KE0071
 KE0071.The dynamic height is computed by dividing the NAVD 88
 KE0071.geopotential number by the normal gravity value computed on the
 KE0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0071.degrees latitude (g = 980.6199 gals.).
 KE0071
 KE0071.The modeled gravity was interpolated from observed gravity values.
 KE0071
 KE0071;                    North         East    Units  Estimated Accuracy
 KE0071;SPC MO W     -   335,770.      875,580.      MT  (+/- 180 meters Scaled)
 KE0071
 KE0071                          SUPERSEDED SURVEY CONTROL
 KE0071
 KE0071  NGVD 29 (??/??/92)  232.782  (m)          763.72   (f) ADJ UNCH    1 2
 KE0071
 KE0071.Superseded values are not recommended for survey control.
 KE0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0071.See file dsdata.txt to determine how the superseded data were derived.
 KE0071
 KE0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD960387(NAD 83)
 KE0071_MARKER: Q = CHISELED SQUARE
 KE0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0071_SP_SET: BRIDGE
 KE0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0071
 KE0071  HISTORY     - Date     Condition        Report By
 KE0071  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0071  HISTORY     - 1948     GOOD             NGS
 KE0071  HISTORY     - 1960     GOOD             NGS
 KE0071  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0071  HISTORY     - 20051008 MARK NOT FOUND   GEOCAC
 KE0071
 KE0071                          STATION DESCRIPTION
 KE0071
 KE0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0071'1 MI NW FROM SIBLEY.
 KE0071'1.0 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0071'FROM THE STATION AT SIBLEY, A SQUARE CUT ON TOP OF THE SOUTHEAST
 KE0071'CORNER OF THE NORTHWEST PEDESTAL BLOCK OF BRIDGE 427-D, 18.0 FEET
 KE0071'NORTH OF THE CENTER LINE OF THE NORTH TRACK, 2.7 FEET EAST OF THE
 KE0071'WEST EDGE OF THE PEDESTAL BLOCK, 0.2 FOOT NORTH OF THE SOUTH EDGE
 KE0071'AND 0.25 FOOT WEST OF THE EAST EDGE.
 KE0071
 KE0071                          STATION RECOVERY (1960)
 KE0071
 KE0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0071'RECOVERED IN GOOD CONDITION.
 KE0071
 KE0071                          STATION RECOVERY (1986)
 KE0071
 KE0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0071'MARK NOT FOUND.
 KE0071
 KE0071                          STATION RECOVERY (2005)
 KE0071
 KE0071'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0071'THE BRIDGE OVER THE SANTA FE RAILWAY HAS BEEN REMOVED. THE PEDESTAL
 KE0071'BLOCK IS VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0188 ***********************************************************************
 GE0188  DESIGNATION -  246
 GE0188  PID         -  GE0188
 GE0188  STATE/COUNTY-  MO/DUNKLIN
 GE0188  USGS QUAD   -  ARBYRD (1983)
 GE0188
 GE0188                         *CURRENT SURVEY CONTROL
 GE0188  ___________________________________________________________________
 GE0188* NAD 83(1986)-  36 03 14.     (N)    090 11 05.     (W)     SCALED    
 GE0188* NAVD 88     -        75.124  (meters)     246.47   (feet)  ADJUSTED  
 GE0188  ___________________________________________________________________
 GE0188  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0188  DYNAMIC HT  -          75.061 (meters)     246.26  (feet)  COMP
 GE0188  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 GE0188
 GE0188  VERT ORDER  -  FIRST     CLASS II
 GE0188
 GE0188.The horizontal coordinates were scaled from a topographic map and have
 GE0188.an estimated accuracy of +/- 6 seconds.
 GE0188
 GE0188.The orthometric height was determined by differential leveling
 GE0188.and adjusted by the National Geodetic Survey in June 1991..
 GE0188.WARNING-Repeat measurements at this control monument indicate possible
 GE0188.vertical movement.
 GE0188
 GE0188.The geoid height was determined by GEOID03.
 GE0188
 GE0188.The dynamic height is computed by dividing the NAVD 88
 GE0188.geopotential number by the normal gravity value computed on the
 GE0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0188.degrees latitude (g = 980.6199 gals.).
 GE0188
 GE0188.The modeled gravity was interpolated from observed gravity values.
 GE0188
 GE0188;                    North         East    Units  Estimated Accuracy
 GE0188;SPC MO E     -    24,520.      278,410.      MT  (+/- 180 meters Scaled)
 GE0188
 GE0188                          SUPERSEDED SURVEY CONTROL
 GE0188
 GE0188  NGVD 29 (??/??/92)   75.116  (m)          246.44   (f) ADJ UNCH    1 2
 GE0188
 GE0188.Superseded values are not recommended for survey control.
 GE0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0188.See file dsdata.txt to determine how the superseded data were derived.
 GE0188
 GE0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV535935(NAD 83)
 GE0188_MARKER: P = PIPE CAP
 GE0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0188_MARK LOGO: USGS  
 GE0188_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GE0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0188+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 GE0188
 GE0188  HISTORY     - Date     Condition        Report By
 GE0188  HISTORY     - UNK      MONUMENTED       USGS
 GE0188  HISTORY     - 1956     GOOD             NGS
 GE0188  HISTORY     - 19990616 GOOD             USE
 GE0188  HISTORY     - 20020720 GOOD             USACE
 GE0188
 GE0188                          STATION DESCRIPTION
 GE0188
 GE0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0188'3 MI E FROM ARBYRD.
 GE0188'3.0 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 GE0188'STATION AT ARBYRD, ABOUT 0.2 MILE EAST OF MILE POLE 120, AT ROAD
 GE0188'CROSSING AT HOLLYWOOD, 70 FEET NORTH OF NORTH RAIL OF MAIN TRACK,
 GE0188'78 FEET NORTH-NORTHEAST OF CENTER OF CROSSING OF ROAD AND MAIN
 GE0188'TRACK, 65 FEET SOUTHWEST OF SOUTHWEST CORNER OF A WHITE FRAME
 GE0188'HOUSE, 28 FEET EAST OF CENTER LINE OF ROAD, 14 FEET SOUTH OF
 GE0188'CENTER LINE OF A DRIVE EAST TO HOUSE, 4 FEET SOUTHWEST OF AN
 GE0188'8-INCH FORKED BLACK LOCUST TREE, ABOUT 2 FEET BELOW LEVEL OF
 GE0188'TRACK AND IS A U.S.G.S. PIPE AND CAP PROJECTING 14 INCHES.
 GE0188
 GE0188                          STATION RECOVERY (1999)
 GE0188
 GE0188'RECOVERY NOTE BY US ENGINEERS 1999 (DLB)
 GE0188'FOUND AS DESCRIBED, EXCEPT FOR RR NOW ABANDONED.
 GE0188
 GE0188                          STATION RECOVERY (2002)
 GE0188
 GE0188'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0078 ***********************************************************************
 KE0078  DESIGNATION -  249
 KE0078  PID         -  KE0078
 KE0078  STATE/COUNTY-  MO/JACKSON
 KE0078  USGS QUAD   -  MISSOURI CITY (1990)
 KE0078
 KE0078                         *CURRENT SURVEY CONTROL
 KE0078  ___________________________________________________________________
 KE0078* NAD 83(1986)-  39 11 59.     (N)    094 15 56.     (W)     SCALED    
 KE0078* NAVD 88     -       220.591  (meters)     723.72   (feet)  ADJUSTED  
 KE0078  ___________________________________________________________________
 KE0078  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0078  DYNAMIC HT  -         220.453 (meters)     723.27  (feet)  COMP
 KE0078  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 KE0078
 KE0078  VERT ORDER  -  FIRST     CLASS II
 KE0078
 KE0078.The horizontal coordinates were scaled from a topographic map and have
 KE0078.an estimated accuracy of +/- 6 seconds.
 KE0078
 KE0078.The orthometric height was determined by differential leveling
 KE0078.and adjusted by the National Geodetic Survey in June 1991..
 KE0078
 KE0078.The geoid height was determined by GEOID03.
 KE0078
 KE0078.The dynamic height is computed by dividing the NAVD 88
 KE0078.geopotential number by the normal gravity value computed on the
 KE0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0078.degrees latitude (g = 980.6199 gals.).
 KE0078
 KE0078.The modeled gravity was interpolated from observed gravity values.
 KE0078
 KE0078;                    North         East    Units  Estimated Accuracy
 KE0078;SPC MO W     -   336,650.      870,250.      MT  (+/- 180 meters Scaled)
 KE0078
 KE0078                          SUPERSEDED SURVEY CONTROL
 KE0078
 KE0078  NGVD 29 (??/??/92)  220.510  (m)          723.46   (f) ADJ UNCH    1 2
 KE0078
 KE0078.Superseded values are not recommended for survey control.
 KE0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0078.See file dsdata.txt to determine how the superseded data were derived.
 KE0078
 KE0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD907397(NAD 83)
 KE0078_MARKER: Q = CHISELED SQUARE
 KE0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0078_SP_SET: BRIDGE ABUTMENT
 KE0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0078
 KE0078  HISTORY     - Date     Condition        Report By
 KE0078  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0078  HISTORY     - 1948     GOOD             NGS
 KE0078  HISTORY     - 1965     MARK NOT FOUND   NGS
 KE0078
 KE0078                          STATION DESCRIPTION
 KE0078
 KE0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0078'2.3 MI NE FROM ATHERTON.
 KE0078'2.3 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0078'RAILWAY FROM THE STATION AT ATHERTON, A SQUARE CUT ON TOP OF
 KE0078'THE NORTHEAST CORNER OF THE EAST ABUTMENT OF BRIDGE 431-B
 KE0078'OVER LITTLE BLUE RIVER, 9.2 FEET NORTH OF THE NORTH EDGE OF
 KE0078'THE NORTH RAIL OF THE NORTH TRACK.
 KE0078
 KE0078                          STATION RECOVERY (1965)
 KE0078
 KE0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KE0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2520 ***********************************************************************
 JD2520  DESIGNATION -  25
 JD2520  PID         -  JD2520
 JD2520  STATE/COUNTY-  MO/MONITEAU
 JD2520  USGS QUAD   -  JAMESTOWN (1969)
 JD2520
 JD2520                         *CURRENT SURVEY CONTROL
 JD2520  ___________________________________________________________________
 JD2520* NAD 83(1997)-  38 45 49.99575(N)    092 29 38.67940(W)     ADJUSTED  
 JD2520* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 JD2520  ___________________________________________________________________
 JD2520  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 JD2520  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2520
 JD2520  HORZ ORDER  -  THIRD
 JD2520
 JD2520.The horizontal coordinates were established by classical geodetic methods
 JD2520.and adjusted by the National Geodetic Survey in February 2000..
 JD2520
 JD2520.The orthometric height was scaled from a topographic map.
 JD2520
 JD2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2520
 JD2520.The geoid height was determined by GEOID03.
 JD2520
 JD2520;                    North         East     Units Scale Factor Converg.
 JD2520;SPC MO C     -   325,220.970   500,514.702   MT  0.99993334   +0 00 13.3
 JD2520;UTM  15      - 4,290,696.983   543,954.058   MT  0.99962379   +0 19 00.4
 JD2520
 JD2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2520!SPC MO C     -   0.99996213  x   0.99993334  =   0.99989547
 JD2520!UTM  15      -   0.99996213  x   0.99962379  =   0.99958593
 JD2520
 JD2520                          SUPERSEDED SURVEY CONTROL
 JD2520
 JD2520  NAD 83(1986)-  38 45 50.00524(N)    092 29 38.68408(W) AD(       ) 3
 JD2520  NAD 27      -  38 45 49.89400(N)    092 29 38.00000(W) AD(       ) 3
 JD2520
 JD2520.Superseded values are not recommended for survey control.
 JD2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2520.See file dsdata.txt to determine how the superseded data were derived.
 JD2520
 JD2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC4395490697(NAD 83)
 JD2520_MARKER: DD = SURVEY DISK
 JD2520_SETTING: 0 = UNSPECIFIED SETTING
 JD2520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2520
 JD2520  HISTORY     - Date     Condition        Report By
 JD2520  HISTORY     - 1949     MONUMENTED       MOGS
 JD2520  HISTORY     - 1971     GOOD             NGS
 JD2520
 JD2520                          STATION DESCRIPTION
 JD2520
 JD2520'DESCRIBED BY MISSOURI GEODETIC SURVEY 1949 (MEW)
 JD2520'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE VILLAGE OF
 JD2520'JAMESTOWN, ABOUT 3/4 MILE NORTHWEST OF TRIANGULATION STATION
 JD2520'JAMES, AND ABOUT 0.1 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 87
 JD2520'AND COUNTY ROUTE A.  IT IS 20 FEET NORTH OF THE CENTERLINE OF A
 JD2520'GRAVELLED ROAD, AND 3 FEET EAST OF A FENCELINE.  IT IS A STANDARD
 JD2520'USC AND GS AND STATE SURVEY DISK, SET IN THE TOP OF A 5 INCH
 JD2520'CONCRETE POST WHICH PROJECTS 6 INCHES.
 JD2520
 JD2520                          STATION RECOVERY (1971)
 JD2520
 JD2520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2520'RECOVERED AND FOUND IN GOOD CONDITION.  IT IS 0.1 MILE WEST OF
 JD2520'THE JUNCTION OF STATE HIGHWAYS 87, 179 AND STATE ROAD U WEST OF
 JD2520'JAMESTOWN, IN A FENCELINE, 4 FEET EAST OF A WITNESS POST,
 JD2520'25 FEET NORTH OF THE CENTER OF A ROAD AND PROJECTS 3 INCHES.
 JD2520'
 JD2520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2520'ABOUT 0.2 MILE WEST OF JAMESTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0144 ***********************************************************************
 JC0144  DESIGNATION -  25 BOLT
 JC0144  PID         -  JC0144
 JC0144  STATE/COUNTY-  MO/ST LOUIS
 JC0144  USGS QUAD   -  CREVE COEUR (1993)
 JC0144
 JC0144                         *CURRENT SURVEY CONTROL
 JC0144  ___________________________________________________________________
 JC0144* NAD 83(1986)-  38 41 46.     (N)    090 29 56.     (W)     SCALED    
 JC0144* NAVD 88     -       136.07   (+/-2cm)     446.4    (feet)  VERTCON   
 JC0144  ___________________________________________________________________
 JC0144  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JC0144
 JC0144  VERT ORDER  -  ? (See Below)
 JC0144
 JC0144.The horizontal coordinates were scaled from a topographic map and have
 JC0144.an estimated accuracy of +/- 6 seconds.
 JC0144
 JC0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0144.The vertical order pertains to the NGVD 29 superseded value.
 JC0144
 JC0144.The geoid height was determined by GEOID03.
 JC0144
 JC0144;                    North         East    Units  Estimated Accuracy
 JC0144;SPC MO E     -   317,700.      250,100.      MT  (+/- 180 meters Scaled)
 JC0144
 JC0144                          SUPERSEDED SURVEY CONTROL
 JC0144
 JC0144  NGVD 29 (??/??/92)  136.114  (m)          446.57   (f) ADJ UNCH    ?  
 JC0144
 JC0144.Superseded values are not recommended for survey control.
 JC0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0144.See file dsdata.txt to determine how the superseded data were derived.
 JC0144
 JC0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC175860(NAD 83)
 JC0144_MARKER: B = BOLT
 JC0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0144_SP_SET: STONE
 JC0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0144+STABILITY: SURFACE MOTION
 JC0144
 JC0144  HISTORY     - Date     Condition        Report By
 JC0144  HISTORY     - UNK      MONUMENTED       MORC
 JC0144  HISTORY     - 1934     GOOD             NGS
 JC0144
 JC0144                          STATION DESCRIPTION
 JC0144
 JC0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0144'2.8 MI NE FROM HOWARD BEN WATERWORKS.
 JC0144'ABOUT 2-3/4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 JC0144'PACIFIC RAILWAY FROM THE HOWARD BEND WATERWORKS OF THE CITY OF
 JC0144'ST. LOUIS, ST. LOUIS COUNTY, 1/4 MILE SOUTHEAST OF THE GREATER
 JC0144'ST. LOUIS SPEEDWAY, ON THE GROUNDS OF THE CREVE COEUR GUN CLUB, 70
 JC0144'YARDS NORTH OF A ROAD CROSSING, 50 YARDS NORTH OF THE STATION
 JC0144'SIGN AT CREVE COEUR, OPPOSITE POLE 21+25, 65 FEET EAST OF THE
 JC0144'CENTERLINE OF THE TRACK, AND 2-1/2 FEET NORTH OF THE SOUTH TREE
 JC0144'IN THE ROW OF SOFT MAPLES ALONG THE EAST SIDE OF THE CREVE COEUR
 JC0144'MILL ROAD.  A COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES
 JC0144'SQUARE AND SET ABOUT 4 FEET UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0145 ***********************************************************************
 JC0145  DESIGNATION -  25 CAP
 JC0145  PID         -  JC0145
 JC0145  STATE/COUNTY-  MO/ST LOUIS
 JC0145  USGS QUAD   -  CREVE COEUR (1993)
 JC0145
 JC0145                         *CURRENT SURVEY CONTROL
 JC0145  ___________________________________________________________________
 JC0145* NAD 83(1986)-  38 41 46.     (N)    090 29 57.     (W)     SCALED    
 JC0145* NAVD 88     -       137.31   (+/-2cm)     450.5    (feet)  VERTCON   
 JC0145  ___________________________________________________________________
 JC0145  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JC0145
 JC0145  VERT ORDER  -  ? (See Below)
 JC0145
 JC0145.The horizontal coordinates were scaled from a topographic map and have
 JC0145.an estimated accuracy of +/- 6 seconds.
 JC0145
 JC0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0145.The vertical order pertains to the NGVD 29 superseded value.
 JC0145
 JC0145.The geoid height was determined by GEOID03.
 JC0145
 JC0145;                    North         East    Units  Estimated Accuracy
 JC0145;SPC MO E     -   317,700.      250,070.      MT  (+/- 180 meters Scaled)
 JC0145
 JC0145                          SUPERSEDED SURVEY CONTROL
 JC0145
 JC0145  NGVD 29 (??/??/92)  137.353  (m)          450.63   (f) ADJ UNCH    ?  
 JC0145
 JC0145.Superseded values are not recommended for survey control.
 JC0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0145.See file dsdata.txt to determine how the superseded data were derived.
 JC0145
 JC0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC174860(NAD 83)
 JC0145_MARKER: P = PIPE CAP
 JC0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0145
 JC0145  HISTORY     - Date     Condition        Report By
 JC0145  HISTORY     - UNK      MONUMENTED       MORC
 JC0145  HISTORY     - 1934     GOOD             NGS
 JC0145
 JC0145                          STATION DESCRIPTION
 JC0145
 JC0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0145'2.8 MI NE FROM HOWARD BEN WATERWORKS.
 JC0145'ABOUT 2-3/4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 JC0145'PACIFIC RAILWAY FROM THE HOWARD BEND WATERWORKS OF THE CITY OF
 JC0145'ST. LOUIS, ST. LOUIS COUNTY, 1/4 MILE SOUTHEAST OF THE GREATER
 JC0145'ST. LOUIS SPEEDWAY, ON THE GROUNDS OF THE CREVE COEUR GUN CLUB,
 JC0145'70 YARDS NORTH OF A ROAD CROSSING, 50 YARDS NORTH OF THE STATION
 JC0145'SIGN AT CREVE COEUR, OPPOSITE POLE 21+25, 65 FEET EAST OF THE
 JC0145'CENTERLINE OF THE TRACK, AND 2-1/2 FEET NORTH OF THE SOUTH TREE
 JC0145'IN THE ROW OF SOFT MAPLES ALONG THE EAST SIDE OF THE CREVE COEUR
 JC0145'MILL ROAD.  AN IRON PIPE PROJECTING ABOUT 7 INCHES ABOVE GROUND
 JC0145'AND BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0222 ***********************************************************************
 JD0222  DESIGNATION -  25 J
 JD0222  PID         -  JD0222
 JD0222  STATE/COUNTY-  MO/MILLER
 JD0222  USGS QUAD   -  LAKE OZARK (1983)
 JD0222
 JD0222                         *CURRENT SURVEY CONTROL
 JD0222  ___________________________________________________________________
 JD0222* NAD 83(1986)-  38 12 04.     (N)    092 37 43.     (W)     SCALED    
 JD0222* NAVD 88     -       205.425  (meters)     673.97   (feet)  ADJUSTED  
 JD0222  ___________________________________________________________________
 JD0222  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JD0222  DYNAMIC HT  -         205.279 (meters)     673.49  (feet)  COMP
 JD0222  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 JD0222
 JD0222  VERT ORDER  -  SECOND    CLASS 0
 JD0222
 JD0222.The horizontal coordinates were scaled from a topographic map and have
 JD0222.an estimated accuracy of +/- 6 seconds.
 JD0222
 JD0222.The orthometric height was determined by differential leveling
 JD0222.and adjusted by the National Geodetic Survey in June 1991..
 JD0222
 JD0222.The geoid height was determined by GEOID03.
 JD0222
 JD0222.The dynamic height is computed by dividing the NAVD 88
 JD0222.geopotential number by the normal gravity value computed on the
 JD0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0222.degrees latitude (g = 980.6199 gals.).
 JD0222
 JD0222.The modeled gravity was interpolated from observed gravity values.
 JD0222
 JD0222;                    North         East    Units  Estimated Accuracy
 JD0222;SPC MO C     -   262,760.      488,740.      MT  (+/- 180 meters Scaled)
 JD0222
 JD0222                          SUPERSEDED SURVEY CONTROL
 JD0222
 JD0222  NGVD 29 (??/??/92)  205.357  (m)          673.74   (f) ADJ UNCH    2 0
 JD0222
 JD0222.Superseded values are not recommended for survey control.
 JD0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0222.See file dsdata.txt to determine how the superseded data were derived.
 JD0222
 JD0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC325281(NAD 83)
 JD0222_MARKER: DD = SURVEY DISK
 JD0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0222_SP_SET: SIDEWALK
 JD0222_STAMPING: 25 J
 JD0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0222
 JD0222  HISTORY     - Date     Condition        Report By
 JD0222  HISTORY     - UNK      MONUMENTED       USGS
 JD0222  HISTORY     - 1934     GOOD             NGS
 JD0222
 JD0222                          STATION DESCRIPTION
 JD0222
 JD0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0222'6.3 MI NE FROM ZEBRA.
 JD0222'6.3 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM ZEBRA, AT THE
 JD0222'WEST END OF BAGNELL DAM, 13 FEET SOUTH OF THE CENTERLINE OF
 JD0222'THE HIGHWAY, AND IN THE TOP OF THE CONCRETE SIDEWALK.  A UNITED
 JD0222'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 25 J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0095 ***********************************************************************
 KE0095  DESIGNATION -  255
 KE0095  PID         -  KE0095
 KE0095  STATE/COUNTY-  MO/JACKSON
 KE0095  USGS QUAD   -  LIBERTY (1990)
 KE0095
 KE0095                         *CURRENT SURVEY CONTROL
 KE0095  ___________________________________________________________________
 KE0095* NAD 83(1986)-  39 09 22.     (N)    094 23 23.     (W)     SCALED    
 KE0095* NAVD 88     -       225.648  (meters)     740.31   (feet)  ADJUSTED  
 KE0095  ___________________________________________________________________
 KE0095  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KE0095  DYNAMIC HT  -         225.504 (meters)     739.84  (feet)  COMP
 KE0095  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 KE0095
 KE0095  VERT ORDER  -  FIRST     CLASS II
 KE0095
 KE0095.The horizontal coordinates were scaled from a topographic map and have
 KE0095.an estimated accuracy of +/- 6 seconds.
 KE0095
 KE0095.The orthometric height was determined by differential leveling
 KE0095.and adjusted by the National Geodetic Survey in June 1991..
 KE0095
 KE0095.The geoid height was determined by GEOID03.
 KE0095
 KE0095.The dynamic height is computed by dividing the NAVD 88
 KE0095.geopotential number by the normal gravity value computed on the
 KE0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0095.degrees latitude (g = 980.6199 gals.).
 KE0095
 KE0095.The modeled gravity was interpolated from observed gravity values.
 KE0095
 KE0095;                    North         East    Units  Estimated Accuracy
 KE0095;SPC MO W     -   331,790.      859,530.      MT  (+/- 180 meters Scaled)
 KE0095
 KE0095                          SUPERSEDED SURVEY CONTROL
 KE0095
 KE0095  NGVD 29 (??/??/92)  225.567  (m)          740.05   (f) ADJ UNCH    1 2
 KE0095
 KE0095.Superseded values are not recommended for survey control.
 KE0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0095.See file dsdata.txt to determine how the superseded data were derived.
 KE0095
 KE0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD799350(NAD 83)
 KE0095_MARKER: Q = CHISELED SQUARE
 KE0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0095_SP_SET: BRIDGE ABUTMENT
 KE0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0095
 KE0095  HISTORY     - Date     Condition        Report By
 KE0095  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0095  HISTORY     - 1948     GOOD             NGS
 KE0095  HISTORY     - 1960     GOOD             NGS
 KE0095  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0095
 KE0095                          STATION DESCRIPTION
 KE0095
 KE0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0095'AT COURTNEY.
 KE0095'AT COURTNEY, A SQUARE CUT ON THE SOUTHWEST CORNER OF THE EAST
 KE0095'ABUTMENT OF A.T. AND S.F. RAILWAY BRIDGE 439-OA OVER MILL
 KE0095'CREEK.
 KE0095
 KE0095                          STATION RECOVERY (1960)
 KE0095
 KE0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0095'RECOVERED IN GOOD CONDITION.
 KE0095
 KE0095                          STATION RECOVERY (1986)
 KE0095
 KE0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0146 ***********************************************************************
 JC0146  DESIGNATION -  26
 JC0146  PID         -  JC0146
 JC0146  STATE/COUNTY-  MO/ST LOUIS
 JC0146  USGS QUAD   -  CHESTERFIELD (1994)
 JC0146
 JC0146                         *CURRENT SURVEY CONTROL
 JC0146  ___________________________________________________________________
 JC0146* NAD 83(1986)-  38 41 33.     (N)    090 30 00.     (W)     SCALED    
 JC0146* NAVD 88     -       138.91   (+/-2cm)     455.7    (feet)  VERTCON   
 JC0146  ___________________________________________________________________
 JC0146  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JC0146
 JC0146  VERT ORDER  -  ? (See Below)
 JC0146
 JC0146.The horizontal coordinates were scaled from a topographic map and have
 JC0146.an estimated accuracy of +/- 6 seconds.
 JC0146
 JC0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0146.The vertical order pertains to the NGVD 29 superseded value.
 JC0146
 JC0146.The geoid height was determined by GEOID03.
 JC0146
 JC0146;                    North         East    Units  Estimated Accuracy
 JC0146;SPC MO E     -   317,300.      250,000.      MT  (+/- 180 meters Scaled)
 JC0146
 JC0146                          SUPERSEDED SURVEY CONTROL
 JC0146
 JC0146  NGVD 29 (??/??/92)  138.958  (m)          455.90   (f) ADJ UNCH    ?  
 JC0146
 JC0146.Superseded values are not recommended for survey control.
 JC0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0146.See file dsdata.txt to determine how the superseded data were derived.
 JC0146
 JC0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC174856(NAD 83)
 JC0146_MARKER: B = BOLT
 JC0146_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JC0146_SP_SET: UNSPECIFIED ROCK
 JC0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0146
 JC0146  HISTORY     - Date     Condition        Report By
 JC0146  HISTORY     - UNK      MONUMENTED       MORC
 JC0146  HISTORY     - 1934     MARK NOT FOUND   NGS
 JC0146
 JC0146                          STATION DESCRIPTION
 JC0146
 JC0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0146'NEAR CREVE COEUR.
 JC0146'ABOUT 2,950 FEET SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 JC0146'PACIFIC RAILWAY FROM THE STATION AT CREVE COEUR, ST. LOUIS
 JC0146'COUNTY, ABOUT 1,245 FEET NORTH OF A ROAD CROSSING, ABOUT 1,000
 JC0146'FEET SOUTHWEST OF MILEPOST 22, 744 FEET SOUTHWEST OF BRIDGE 48,
 JC0146'35 FEET TOWARD THE BLUFF FROM THE CENTERLINE OF THE TRACK, AND
 JC0146'4-1/2 FEET HIGHER THAN THE TOP OF THE RAIL.  A PUNCH MARK ON THE
 JC0146'END OF A COPPER BOLT LEADED HORIZONTALLY IN THE VERTICAL FACE
 JC0146'OF THE ROCK AND SURROUNDED BY THE CHISELED LETTERS USPBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2559 ***********************************************************************
 JD2559  DESIGNATION -  27 J
 JD2559  PID         -  JD2559
 JD2559  STATE/COUNTY-  MO/MILLER
 JD2559  USGS QUAD   -  ELDON (1983)
 JD2559
 JD2559                         *CURRENT SURVEY CONTROL
 JD2559  ___________________________________________________________________
 JD2559* NAD 83(1997)-  38 15 26.15276(N)    092 31 44.50116(W)     ADJUSTED  
 JD2559* NAVD 88     -       278.98   (+/-2cm)     915.3    (feet)  VERTCON   
 JD2559  ___________________________________________________________________
 JD2559  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 JD2559  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JD2559
 JD2559  HORZ ORDER  -  SECOND
 JD2559  VERT ORDER  -  THIRD ? (See Below)
 JD2559
 JD2559.The horizontal coordinates were established by classical geodetic methods
 JD2559.and adjusted by the National Geodetic Survey in February 2000..
 JD2559
 JD2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2559.The vertical order pertains to the NGVD 29 superseded value.
 JD2559
 JD2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2559
 JD2559.The geoid height was determined by GEOID03.
 JD2559
 JD2559;                    North         East     Units Scale Factor Converg.
 JD2559;SPC MO C     -   268,986.820   497,459.493   MT  0.99993341   -0 01 04.7
 JD2559;UTM  15      - 4,234,464.559   541,205.312   MT  0.99962091   +0 17 29.9
 JD2559
 JD2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2559!SPC MO C     -   0.99996124  x   0.99993341  =   0.99989465
 JD2559!UTM  15      -   0.99996124  x   0.99962091  =   0.99958216
 JD2559
 JD2559                          SUPERSEDED SURVEY CONTROL
 JD2559
 JD2559  NAD 83(1986)-  38 15 26.16508(N)    092 31 44.50204(W) AD(       ) 2
 JD2559  NAD 27      -  38 15 26.04600(N)    092 31 43.83800(W) AD(       ) 2
 JD2559  NGVD 29 (07/19/86)  278.92   (m)          915.1    (f) LEVELING    3  
 JD2559
 JD2559.Superseded values are not recommended for survey control.
 JD2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2559.See file dsdata.txt to determine how the superseded data were derived.
 JD2559
 JD2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC4120534465(NAD 83)
 JD2559_MARKER: DB = BENCH MARK DISK
 JD2559_SETTING: 0 = UNSPECIFIED SETTING
 JD2559
 JD2559  HISTORY     - Date     Condition        Report By
 JD2559  HISTORY     - 1947     MONUMENTED       USGS
 JD2559
 JD2559                          STATION DESCRIPTION
 JD2559
 JD2559'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (MEW)
 JD2559'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH-SOUTHEAST OF ELDON,
 JD2559'ALONG THE SOUTH SIDE OF STATE HIGHWAY 52, ON THE CONCRETE PORCH
 JD2559'OF HALLS GROCERY STORE.  IT IS 3.2 FEET EAST OF THE WEST EDGE
 JD2559'AND 2.5 FEET SOUTH OF THE NORTH EDGE OF THE PORCH.  THE MARK IS
 JD2559'SET IN A DRILL HOLE AND THE DISK IS STAMPED 27 J 1932.
 JD2559'
 JD2559'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GUM TO
 JD2559'BM 27 J 1932.  IT IS (174.08 FEET) 53.060 METERS EAST-SOUTHEAST OF
 JD2559'THE STATION.
 JD2559'
 JD2559'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE HIGHWAY 52
 JD2559'IN ELDON, GO SOUTH ON BOTH HIGHWAYS FOR 3.1 MILES TO JUNCTION,
 JD2559'TURN LEFT (EAST) ON STATE HIGHWAY 52 FOR 4.3 MILES TO A T RIGHT
 JD2559'AT HALLS GROCERY STORE AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0482 ***********************************************************************
 KE0482  DESIGNATION -  273 84 2 CAP
 KE0482  PID         -  KE0482
 KE0482  STATE/COUNTY-  MO/BUCHANAN
 KE0482  USGS QUAD   -  ATCHISON EAST (1984)
 KE0482
 KE0482                         *CURRENT SURVEY CONTROL
 KE0482  ___________________________________________________________________
 KE0482* NAD 83(1986)-  39 33 21.     (N)    095 05 16.     (W)     SCALED    
 KE0482* NAVD 88     -       239.873  (meters)     786.98   (feet)  ADJUSTED  
 KE0482  ___________________________________________________________________
 KE0482  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KE0482  DYNAMIC HT  -         239.729 (meters)     786.51  (feet)  COMP
 KE0482  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 KE0482
 KE0482  VERT ORDER  -  FIRST     CLASS II
 KE0482
 KE0482.The horizontal coordinates were scaled from a topographic map and have
 KE0482.an estimated accuracy of +/- 6 seconds.
 KE0482
 KE0482.The orthometric height was determined by differential leveling
 KE0482.and adjusted by the National Geodetic Survey in June 1991..
 KE0482
 KE0482.The geoid height was determined by GEOID03.
 KE0482
 KE0482.The dynamic height is computed by dividing the NAVD 88
 KE0482.geopotential number by the normal gravity value computed on the
 KE0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0482.degrees latitude (g = 980.6199 gals.).
 KE0482
 KE0482.The modeled gravity was interpolated from observed gravity values.
 KE0482
 KE0482;                    North         East    Units  Estimated Accuracy
 KE0482;SPC MO W     -   376,320.      799,490.      MT  (+/- 180 meters Scaled)
 KE0482
 KE0482                          SUPERSEDED SURVEY CONTROL
 KE0482
 KE0482  NGVD 29 (??/??/92)  239.778  (m)          786.67   (f) ADJ UNCH    1 2
 KE0482
 KE0482.Superseded values are not recommended for survey control.
 KE0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0482.See file dsdata.txt to determine how the superseded data were derived.
 KE0482
 KE0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD206805(NAD 83)
 KE0482_MARKER: P = PIPE CAP
 KE0482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0482_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0482
 KE0482  HISTORY     - Date     Condition        Report By
 KE0482  HISTORY     - UNK      MONUMENTED       MORC
 KE0482  HISTORY     - 1952     GOOD             NGS
 KE0482
 KE0482                          STATION DESCRIPTION
 KE0482
 KE0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KE0482'1.3 MI E FROM EAST ATCHISON.
 KE0482'ABOUT 1.3 MILES EAST OF THE BRIDGE OVER THE MISSOURI RIVER AT
 KE0482'EAST ATCHISON, BUCHANAN COUNTY, ABOUT 1 MILE EAST OF THE SCHOOLHOUSE
 KE0482'IN DISTRICT NO. 57, ABOUT 0.8 MILE WEST OF THE CHICAGO, BURLINGTON,
 KE0482'AND QUINCY RAILROAD CROSSING ON HIGHWAY NO. 18, 327 FEET SOUTH
 KE0482'OF THE CORNER OF SECTIONS 19, 20, 29 AND 30 WHICH IS MARKED
 KE0482'BY A COPPER PLUG IN THE PAVEMENT OF HIGHWAY NO. 18, 16 FEET
 KE0482'EAST OF THE CENTER OF THE NORTH-SOUTH SECTION LINE ROAD AND
 KE0482'AGAINST THE NORTH SIDE OF A 12-INCH MULBERRY TREE.  THE TOP
 KE0482'OF A COPPER BOLT LEADED IN A STONE, 18 INCHES SQUARE AND SET
 KE0482'ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 KE0482'IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP
 KE0482'AND EXTENDING 9 INCHES ABOVE THE GROUND.  NOTE-- IT WAS REPORTED
 KE0482'IN OCTOBER 1934 THAT THE PIPE WAS LEANING SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0473 ***********************************************************************
 KE0473  DESIGNATION -  274 BOLT
 KE0473  PID         -  KE0473
 KE0473  STATE/COUNTY-  MO/BUCHANAN
 KE0473  USGS QUAD   -  ATCHISON EAST (1984)
 KE0473
 KE0473                         *CURRENT SURVEY CONTROL
 KE0473  ___________________________________________________________________
 KE0473* NAD 83(1986)-  39 34 23.     (N)    095 04 07.     (W)     SCALED    
 KE0473* NAVD 88     -       240.290  (meters)     788.35   (feet)  ADJUSTED  
 KE0473  ___________________________________________________________________
 KE0473  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KE0473  DYNAMIC HT  -         240.147 (meters)     787.88  (feet)  COMP
 KE0473  MODELED GRAV-     980,024.2   (mgal)                       NAVD 88
 KE0473
 KE0473  VERT ORDER  -  FIRST     CLASS II
 KE0473
 KE0473.The horizontal coordinates were scaled from a topographic map and have
 KE0473.an estimated accuracy of +/- 6 seconds.
 KE0473
 KE0473.The orthometric height was determined by differential leveling
 KE0473.and adjusted by the National Geodetic Survey in June 1991..
 KE0473
 KE0473.The geoid height was determined by GEOID03.
 KE0473
 KE0473.The dynamic height is computed by dividing the NAVD 88
 KE0473.geopotential number by the normal gravity value computed on the
 KE0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0473.degrees latitude (g = 980.6199 gals.).
 KE0473
 KE0473.The modeled gravity was interpolated from observed gravity values.
 KE0473
 KE0473;                    North         East    Units  Estimated Accuracy
 KE0473;SPC MO W     -   378,220.      801,150.      MT  (+/- 180 meters Scaled)
 KE0473
 KE0473                          SUPERSEDED SURVEY CONTROL
 KE0473
 KE0473  NGVD 29 (??/??/92)  240.189  (m)          788.02   (f) ADJ UNCH    1 2
 KE0473
 KE0473.Superseded values are not recommended for survey control.
 KE0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0473.See file dsdata.txt to determine how the superseded data were derived.
 KE0473
 KE0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD223824(NAD 83)
 KE0473_MARKER: B = BOLT
 KE0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0473_SP_SET: STONE
 KE0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0473+STABILITY: SURFACE MOTION
 KE0473
 KE0473  HISTORY     - Date     Condition        Report By
 KE0473  HISTORY     - UNK      MONUMENTED       MORC
 KE0473  HISTORY     - 1948     GOOD             NGS
 KE0473  HISTORY     - 1951     GOOD             NGS
 KE0473
 KE0473                          STATION DESCRIPTION
 KE0473
 KE0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0473'2 MI SW FROM RUSHVILLE.
 KE0473'2.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0473'RAILROAD FROM THE DAVIES TOWER AT RUSHVILLE, 2.5 MILES NORTHEAST
 KE0473'OF THE EAST END OF THE BRIDGE OVER THE MISSOURI RIVER AT WINTHROP
 KE0473'(EAST ATCHISON), 1.5 MILES WEST OF U.S. HIGHWAY 59 FROM A POINT
 KE0473'WHERE A COUNTY ROAD LEADS WEST ABOUT 1.3 MILES SOUTH OF RUSHVILLE,
 KE0473'ABOUT 0.4 MILE NORTHEAST OF THE CROSSING OF THE RAILROAD AND
 KE0473'THE COUNTY ROAD, ABOUT 0.15 MILE NORTH OF THE NORTHWEST CORNER
 KE0473'OF AN APPLE ORCHARD, ALONG THE NORTHWEST EDGE OF A CULTIVATED
 KE0473'FIELD, 382.0 FEET NORTHEAST OF MILEPOST 516, 48.3 FEET SOUTHEAST
 KE0473'OF THE SOUTHEAST RAIL, 17.0 FEET EAST OF A POINT IN LINE WITH
 KE0473'THE WEST EDGE OF THE ORCHARD, 1.6 FEET NORTHWEST OF A REFERENCE
 KE0473'POST.  THE TOP OF A COPPER BOLT LEADED INTO A STONE 18 INCHES
 KE0473'SQUARE AND SET 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH
 KE0473'AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 KE0473
 KE0473                          STATION RECOVERY (1951)
 KE0473
 KE0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0474 ***********************************************************************
 KE0474  DESIGNATION -  274 CAP
 KE0474  PID         -  KE0474
 KE0474  STATE/COUNTY-  MO/BUCHANAN
 KE0474  USGS QUAD   -  ATCHISON EAST (1984)
 KE0474
 KE0474                         *CURRENT SURVEY CONTROL
 KE0474  ___________________________________________________________________
 KE0474* NAD 83(1986)-  39 34 23.     (N)    095 04 07.     (W)     SCALED    
 KE0474* NAVD 88     -       241.521  (meters)     792.39   (feet)  ADJUSTED  
 KE0474  ___________________________________________________________________
 KE0474  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KE0474  DYNAMIC HT  -         241.377 (meters)     791.92  (feet)  COMP
 KE0474  MODELED GRAV-     980,024.2   (mgal)                       NAVD 88
 KE0474
 KE0474  VERT ORDER  -  FIRST     CLASS II
 KE0474
 KE0474.The horizontal coordinates were scaled from a topographic map and have
 KE0474.an estimated accuracy of +/- 6 seconds.
 KE0474
 KE0474.The orthometric height was determined by differential leveling
 KE0474.and adjusted by the National Geodetic Survey in June 1991..
 KE0474
 KE0474.The geoid height was determined by GEOID03.
 KE0474
 KE0474.The dynamic height is computed by dividing the NAVD 88
 KE0474.geopotential number by the normal gravity value computed on the
 KE0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0474.degrees latitude (g = 980.6199 gals.).
 KE0474
 KE0474.The modeled gravity was interpolated from observed gravity values.
 KE0474
 KE0474;                    North         East    Units  Estimated Accuracy
 KE0474;SPC MO W     -   378,220.      801,150.      MT  (+/- 180 meters Scaled)
 KE0474
 KE0474                          SUPERSEDED SURVEY CONTROL
 KE0474
 KE0474  NGVD 29 (??/??/92)  241.420  (m)          792.06   (f) ADJ UNCH    1 2
 KE0474
 KE0474.Superseded values are not recommended for survey control.
 KE0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0474.See file dsdata.txt to determine how the superseded data were derived.
 KE0474
 KE0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD223824(NAD 83)
 KE0474_MARKER: P = PIPE CAP
 KE0474_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0474_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0474
 KE0474  HISTORY     - Date     Condition        Report By
 KE0474  HISTORY     - UNK      MONUMENTED       MORC
 KE0474  HISTORY     - 1952     GOOD             NGS
 KE0474
 KE0474                          STATION DESCRIPTION
 KE0474
 KE0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KE0474'2.3 MI SW FROM RUSHVILLE.
 KE0474'ABOUT 2.3 MILES SOUTHWEST OF THE INTERSECTION OF THE CHICAGO,
 KE0474'BURLINGTON AND QUINCY AND THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0474'RAILROADS AT RUSHVILLE, BUCHANAN COUNTY, ABOUT 1.5 MILES WEST
 KE0474'OF HIGHWAY NO. 45 FROM A POINT WHERE A COUNTY ROAD RUNS WEST ABOUT
 KE0474'1.3 MILES SOUTH OF RUSHVILLE, ABOUT 0.4 MILE NORTHEAST OF A RAILROAD
 KE0474'CROSSING ON THE COUNTY ROAD, ABOUT 1/8 MILE NORTH OF THE COUNTY ROAD,
 KE0474'IN THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD RIGHT-OF-WAY FENCE
 KE0474'LINE, 11 1/2 RAILS NORTH EAST OF MILEPOLE 516-00, 51 FEET SOUTHEAST
 KE0474'OF THE CENTER OF THE TRACK, 25 FEET NORTHEAST OF AN 8-INCH ELM TREE
 KE0474'AND 16 FEET SOUTHWEST OF A 12-INCH ELM TREE.  18 INCHES SQUARE
 KE0474'AND SET ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH
 KE0474'AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP
 KE0474'AND EXTENDING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0467 ***********************************************************************
 KE0467  DESIGNATION -  275 85 3 BOLT
 KE0467  PID         -  KE0467
 KE0467  STATE/COUNTY-  MO/BUCHANAN
 KE0467  USGS QUAD   -  ATCHISON EAST (1984)
 KE0467
 KE0467                         *CURRENT SURVEY CONTROL
 KE0467  ___________________________________________________________________
 KE0467* NAD 83(1986)-  39 35 09.     (N)    095 01 41.     (W)     SCALED    
 KE0467* NAVD 88     -       245.820  (meters)     806.49   (feet)  ADJUSTED  
 KE0467  ___________________________________________________________________
 KE0467  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KE0467  DYNAMIC HT  -         245.673 (meters)     806.01  (feet)  COMP
 KE0467  MODELED GRAV-     980,023.1   (mgal)                       NAVD 88
 KE0467
 KE0467  VERT ORDER  -  FIRST     CLASS II
 KE0467
 KE0467.The horizontal coordinates were scaled from a topographic map and have
 KE0467.an estimated accuracy of +/- 6 seconds.
 KE0467
 KE0467.The orthometric height was determined by differential leveling
 KE0467.and adjusted by the National Geodetic Survey in June 1991..
 KE0467
 KE0467.The geoid height was determined by GEOID03.
 KE0467
 KE0467.The dynamic height is computed by dividing the NAVD 88
 KE0467.geopotential number by the normal gravity value computed on the
 KE0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0467.degrees latitude (g = 980.6199 gals.).
 KE0467
 KE0467.The modeled gravity was interpolated from observed gravity values.
 KE0467
 KE0467;                    North         East    Units  Estimated Accuracy
 KE0467;SPC MO W     -   379,620.      804,640.      MT  (+/- 180 meters Scaled)
 KE0467
 KE0467                          SUPERSEDED SURVEY CONTROL
 KE0467
 KE0467  NGVD 29 (??/??/92)  245.717  (m)          806.16   (f) ADJ UNCH    1 2
 KE0467
 KE0467.Superseded values are not recommended for survey control.
 KE0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0467.See file dsdata.txt to determine how the superseded data were derived.
 KE0467
 KE0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD258837(NAD 83)
 KE0467_MARKER: B = BOLT
 KE0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0467_SP_SET: STONE
 KE0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0467+STABILITY: SURFACE MOTION
 KE0467
 KE0467  HISTORY     - Date     Condition        Report By
 KE0467  HISTORY     - UNK      MONUMENTED       MORC
 KE0467  HISTORY     - 1948     GOOD             NGS
 KE0467  HISTORY     - 1951     GOOD             NGS
 KE0467  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0467
 KE0467                          STATION DESCRIPTION
 KE0467
 KE0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0467'AT RUSHVILLE.
 KE0467'AT RUSHVILLE, ALONG THE OLD HIGHWAY, 70.0 FEET SOUTHEAST OF
 KE0467'A POINT 342.0 FEET SOUTHWEST OF THE SOUTHWEST END OF CONCRETE
 KE0467'BRIDGE NO. F-173 OVER THE RUSHVILLE DRAIN IN THE CITY PROPER,
 KE0467'81.0 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 KE0467'31.1 FEET WEST OF THE SOUTH CORNER OF AN OLD GARAGE BUILDING,
 KE0467'34.0 FEET SOUTH OF THE WEST CORNER OF THE BUILDING, 22.0 FEET
 KE0467'EAST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING SOUTH AND UP A
 KE0467'HILL, 4.0 FEET WEST OF AN 8-INCH ELM TREE, 1.0 FOOT NORTHEAST
 KE0467'OF A REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE
 KE0467'18-INCHES SQUARE AND SET 4 FEET UNDERGROUND, ACCESS TO WHICH
 KE0467'IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 KE0467'IRON CAP.
 KE0467
 KE0467                          STATION RECOVERY (1951)
 KE0467
 KE0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0467'RECOVERED IN GOOD CONDITION.
 KE0467
 KE0467                          STATION RECOVERY (1989)
 KE0467
 KE0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0468 ***********************************************************************
 KE0468  DESIGNATION -  275 85 3 CAP
 KE0468  PID         -  KE0468
 KE0468  STATE/COUNTY-  MO/BUCHANAN
 KE0468  USGS QUAD   -  ATCHISON EAST (1984)
 KE0468
 KE0468                         *CURRENT SURVEY CONTROL
 KE0468  ___________________________________________________________________
 KE0468* NAD 83(1986)-  39 35 08.     (N)    095 01 40.     (W)     SCALED    
 KE0468* NAVD 88     -       247.051  (meters)     810.53   (feet)  ADJUSTED  
 KE0468  ___________________________________________________________________
 KE0468  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KE0468  DYNAMIC HT  -         246.903 (meters)     810.05  (feet)  COMP
 KE0468  MODELED GRAV-     980,023.1   (mgal)                       NAVD 88
 KE0468
 KE0468  VERT ORDER  -  FIRST     CLASS II
 KE0468
 KE0468.The horizontal coordinates were scaled from a topographic map and have
 KE0468.an estimated accuracy of +/- 6 seconds.
 KE0468
 KE0468.The orthometric height was determined by differential leveling
 KE0468.and adjusted by the National Geodetic Survey in June 1991..
 KE0468
 KE0468.The geoid height was determined by GEOID03.
 KE0468
 KE0468.The dynamic height is computed by dividing the NAVD 88
 KE0468.geopotential number by the normal gravity value computed on the
 KE0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0468.degrees latitude (g = 980.6199 gals.).
 KE0468
 KE0468.The modeled gravity was interpolated from observed gravity values.
 KE0468
 KE0468;                    North         East    Units  Estimated Accuracy
 KE0468;SPC MO W     -   379,590.      804,660.      MT  (+/- 180 meters Scaled)
 KE0468
 KE0468                          SUPERSEDED SURVEY CONTROL
 KE0468
 KE0468  NGVD 29 (??/??/92)  246.948  (m)          810.20   (f) ADJ UNCH    1 2
 KE0468
 KE0468.Superseded values are not recommended for survey control.
 KE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0468.See file dsdata.txt to determine how the superseded data were derived.
 KE0468
 KE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD258837(NAD 83)
 KE0468_MARKER: P = PIPE CAP
 KE0468_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0468_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0468
 KE0468  HISTORY     - Date     Condition        Report By
 KE0468  HISTORY     - UNK      MONUMENTED       MORC
 KE0468  HISTORY     - 1952     GOOD             NGS
 KE0468  HISTORY     - 1958     GOOD             NGS
 KE0468  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0468
 KE0468                          STATION DESCRIPTION
 KE0468
 KE0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KE0468'AT RUSHVILLE.
 KE0468'AT RUSHVILLE, BUCHANAN COUNTY, ABOUT 1/4 MILE SOUTHEAST OF
 KE0468'THE RAILROAD STATION, ABOUT 300 FEET SOUTH OF CONCRETE HIGHWAY
 KE0468'BRIDGE NO. F 173, 71.3 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 KE0468'OF THE HIGHWAY PAVEMENT, 28 FEET SOUTH OF THE SOUTH FACE OF A
 KE0468'WOODEN GARAGE BUILDING, 6 FEET EAST OF A 6-INCH MULBERRY TREE,
 KE0468'4 FEET WEST OF A 4-INCH ELM TREE, ABOUT 3 FEET ABOVE THE GRADE
 KE0468'OF THE HIGHWAY AND IN AN EAST-WEST PROPERTY LINE.  THE TOP OF
 KE0468'A COPPER BOLT LEADED IN A STONE, 18 INCHES SQUARE AND SET
 KE0468'ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 KE0468'IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP
 KE0468'AND EXTENDING 4 INCHES ABOVE THE GROUND.
 KE0468
 KE0468                          STATION RECOVERY (1958)
 KE0468
 KE0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0468'RECOVERED IN GOOD CONDITION.
 KE0468
 KE0468                          STATION RECOVERY (1989)
 KE0468
 KE0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0460 ***********************************************************************
 KE0460  DESIGNATION -  276 86 2 BOLT
 KE0460  PID         -  KE0460
 KE0460  STATE/COUNTY-  MO/BUCHANAN
 KE0460  USGS QUAD   -  ATCHISON EAST (1984)
 KE0460
 KE0460                         *CURRENT SURVEY CONTROL
 KE0460  ___________________________________________________________________
 KE0460* NAD 83(1986)-  39 36 56.     (N)    095 00 10.     (W)     SCALED    
 KE0460* NAVD 88     -       245.713  (meters)     806.14   (feet)  ADJUSTED  
 KE0460  ___________________________________________________________________
 KE0460  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KE0460  DYNAMIC HT  -         245.567 (meters)     805.66  (feet)  COMP
 KE0460  MODELED GRAV-     980,025.9   (mgal)                       NAVD 88
 KE0460
 KE0460  VERT ORDER  -  FIRST     CLASS II
 KE0460
 KE0460.The horizontal coordinates were scaled from a topographic map and have
 KE0460.an estimated accuracy of +/- 6 seconds.
 KE0460
 KE0460.The orthometric height was determined by differential leveling
 KE0460.and adjusted by the National Geodetic Survey in June 1991..
 KE0460
 KE0460.The geoid height was determined by GEOID03.
 KE0460
 KE0460.The dynamic height is computed by dividing the NAVD 88
 KE0460.geopotential number by the normal gravity value computed on the
 KE0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0460.degrees latitude (g = 980.6199 gals.).
 KE0460
 KE0460.The modeled gravity was interpolated from observed gravity values.
 KE0460
 KE0460;                    North         East    Units  Estimated Accuracy
 KE0460;SPC MO W     -   382,910.      806,830.      MT  (+/- 180 meters Scaled)
 KE0460
 KE0460                          SUPERSEDED SURVEY CONTROL
 KE0460
 KE0460  NGVD 29 (??/??/92)  245.609  (m)          805.80   (f) ADJ UNCH    1 2
 KE0460
 KE0460.Superseded values are not recommended for survey control.
 KE0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0460.See file dsdata.txt to determine how the superseded data were derived.
 KE0460
 KE0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD280870(NAD 83)
 KE0460_MARKER: B = BOLT
 KE0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0460_SP_SET: STONE
 KE0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0460+STABILITY: SURFACE MOTION
 KE0460
 KE0460  HISTORY     - Date     Condition        Report By
 KE0460  HISTORY     - UNK      MONUMENTED       MORC
 KE0460  HISTORY     - 1948     GOOD             NGS
 KE0460  HISTORY     - 1951     GOOD             NGS
 KE0460  HISTORY     - 19890728 MARK NOT FOUND   NGS
 KE0460
 KE0460                          STATION DESCRIPTION
 KE0460
 KE0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0460'2 MI SW FROM HALLS.
 KE0460'2.0 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0460'RAILROAD FROM THE STATION AT HALLS, 0.3 MILE SOUTHWEST OF
 KE0460'MILEPOST NO. 49, AT A POINT WHERE THE RAILROAD COMES TO THE FOOT
 KE0460'OF THE BLUFF, 415.0 FEET SOUTH ALONG A DIRT ROAD FROM THE SOUTHEAST
 KE0460'RAIL OF THE MOST SOUTHEASTERLY TRACK (ROCK ISLAND TRACK), 82.0
 KE0460'FEET SOUTH OF THE INTERSECTION OF THE DIRT ROAD LEADING NORTH
 KE0460'AND A DIRT FIELD ROAD LEADING NORTHEAST ALONG THE FOOT OF THE
 KE0460'BLUFFS, 28.0 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD
 KE0460'LEADING NORTHEAST AND UP A HILL, 31.0 FEET EAST OF A NORTH-SOUTH
 KE0460'FENCE, 18.0 FEET SOUTHWEST OF A 10-INCH ELM TREE WITH A
 KE0460'TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE TREE, 1.3 FEET
 KE0460'NORTHEAST OF A REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED
 KE0460'IN A STONE 18-INCHES SQUARE AND SET 4 FEET UNDERGROUND, ACCESS
 KE0460'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 KE0460'COMMISSION IRON CAP.
 KE0460
 KE0460                          STATION RECOVERY (1951)
 KE0460
 KE0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0460'RECOVERED IN GOOD CONDITION.
 KE0460
 KE0460                          STATION RECOVERY (1989)
 KE0460
 KE0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0461 ***********************************************************************
 KE0461  DESIGNATION -  276 86 2 CAP
 KE0461  PID         -  KE0461
 KE0461  STATE/COUNTY-  MO/BUCHANAN
 KE0461  USGS QUAD   -  ATCHISON EAST (1984)
 KE0461
 KE0461                         *CURRENT SURVEY CONTROL
 KE0461  ___________________________________________________________________
 KE0461* NAD 83(1986)-  39 36 55.     (N)    095 00 10.     (W)     SCALED    
 KE0461* NAVD 88     -       246.944  (meters)     810.18   (feet)  ADJUSTED  
 KE0461  ___________________________________________________________________
 KE0461  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KE0461  DYNAMIC HT  -         246.797 (meters)     809.70  (feet)  COMP
 KE0461  MODELED GRAV-     980,025.9   (mgal)                       NAVD 88
 KE0461
 KE0461  VERT ORDER  -  FIRST     CLASS II
 KE0461
 KE0461.The horizontal coordinates were scaled from a topographic map and have
 KE0461.an estimated accuracy of +/- 6 seconds.
 KE0461
 KE0461.The orthometric height was determined by differential leveling
 KE0461.and adjusted by the National Geodetic Survey in June 1991..
 KE0461
 KE0461.The geoid height was determined by GEOID03.
 KE0461
 KE0461.The dynamic height is computed by dividing the NAVD 88
 KE0461.geopotential number by the normal gravity value computed on the
 KE0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0461.degrees latitude (g = 980.6199 gals.).
 KE0461
 KE0461.The modeled gravity was interpolated from observed gravity values.
 KE0461
 KE0461;                    North         East    Units  Estimated Accuracy
 KE0461;SPC MO W     -   382,880.      806,830.      MT  (+/- 180 meters Scaled)
 KE0461
 KE0461                          SUPERSEDED SURVEY CONTROL
 KE0461
 KE0461  NGVD 29 (??/??/92)  246.840  (m)          809.84   (f) ADJ UNCH    1 2
 KE0461
 KE0461.Superseded values are not recommended for survey control.
 KE0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0461.See file dsdata.txt to determine how the superseded data were derived.
 KE0461
 KE0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD280869(NAD 83)
 KE0461_MARKER: P = PIPE CAP
 KE0461_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0461_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0461
 KE0461  HISTORY     - Date     Condition        Report By
 KE0461  HISTORY     - UNK      MONUMENTED       MORC
 KE0461  HISTORY     - 1952     GOOD             NGS
 KE0461  HISTORY     - 1958     GOOD             NGS
 KE0461  HISTORY     - 19890728 MARK NOT FOUND   NGS
 KE0461
 KE0461                          STATION DESCRIPTION
 KE0461
 KE0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KE0461'2 MI SW FROM HALLS.
 KE0461'ABOUT 2 MILES SOUTHWEST OF THE RAILROAD STATION AT HALLS,
 KE0461'BUCHANAN COUNTY, 0.3 MILE SOUTHWEST OF MILEPOST 49 ON THE
 KE0461'CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT THE PLACE WHERE
 KE0461'THE RAILROADS COME TO THE BLUFF, 416 FEET SOUTH OF THE CENTER
 KE0461'OF THE SOUTH ONE OF 3 RAILROAD CROSSINGS, 100 FEET SOUTH OF
 KE0461'THE CORNER OF A WAGON ROAD WHICH RUNS ALONG THE FOOT OF THE
 KE0461'BLUFF, 49 FEET EAST OF A 12-INCH OAK TREE, 49 FEET SOUTH OF A
 KE0461'6-INCH ELM TREE, 43 FEET EAST OF A NORTH-SOUTH FENCE LINE, AT
 KE0461'THE FOOT OF THE BLUFF AND IN LINE WITH THE NORTH SOUTH ROAD
 KE0461'WHICH CROSSES THE 3 RAILROAD TRACKS AND U.S. HIGHWAY 59 AND
 KE0461'ABOUT 10 FEET ABOVE THE ELEVATION OF THE BOTTOMLAND.  18 INCHES
 KE0461'SQUARE AND SET ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 KE0461'THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD
 KE0461'CAP AND EXTENDING 8 INCHES ABOVE THE GROUND.
 KE0461
 KE0461                          STATION RECOVERY (1958)
 KE0461
 KE0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0461'RECOVERED IN GOOD CONDITION.
 KE0461
 KE0461                          STATION RECOVERY (1989)
 KE0461
 KE0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0365 ***********************************************************************
 KE0365  DESIGNATION -  277 BOLT
 KE0365  PID         -  KE0365
 KE0365  STATE/COUNTY-  MO/BUCHANAN
 KE0365  USGS QUAD   -  HALLS (1972)
 KE0365
 KE0365                         *CURRENT SURVEY CONTROL
 KE0365  ___________________________________________________________________
 KE0365* NAD 83(1986)-  39 38 08.     (N)    094 58 05.     (W)     SCALED    
 KE0365* NAVD 88     -       243.273  (meters)     798.14   (feet)  ADJUSTED  
 KE0365  ___________________________________________________________________
 KE0365  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KE0365  DYNAMIC HT  -         243.127 (meters)     797.66  (feet)  COMP
 KE0365  MODELED GRAV-     980,024.6   (mgal)                       NAVD 88
 KE0365
 KE0365  VERT ORDER  -  FIRST     CLASS II
 KE0365
 KE0365.The horizontal coordinates were scaled from a topographic map and have
 KE0365.an estimated accuracy of +/- 6 seconds.
 KE0365
 KE0365.The orthometric height was determined by differential leveling
 KE0365.and adjusted by the National Geodetic Survey in June 1991..
 KE0365
 KE0365.The geoid height was determined by GEOID03.
 KE0365
 KE0365.The dynamic height is computed by dividing the NAVD 88
 KE0365.geopotential number by the normal gravity value computed on the
 KE0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0365.degrees latitude (g = 980.6199 gals.).
 KE0365
 KE0365.The modeled gravity was interpolated from observed gravity values.
 KE0365
 KE0365;                    North         East    Units  Estimated Accuracy
 KE0365;SPC MO W     -   385,110.      809,820.      MT  (+/- 180 meters Scaled)
 KE0365
 KE0365                          SUPERSEDED SURVEY CONTROL
 KE0365
 KE0365  NGVD 29 (??/??/92)  243.165  (m)          797.78   (f) ADJ UNCH    1 2
 KE0365
 KE0365.Superseded values are not recommended for survey control.
 KE0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0365.See file dsdata.txt to determine how the superseded data were derived.
 KE0365
 KE0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD311891(NAD 83)
 KE0365_MARKER: B = BOLT
 KE0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0365_SP_SET: STONE
 KE0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0365+STABILITY: SURFACE MOTION
 KE0365
 KE0365  HISTORY     - Date     Condition        Report By
 KE0365  HISTORY     - UNK      MONUMENTED       MORC
 KE0365  HISTORY     - 1951     GOOD             NGS
 KE0365  HISTORY     - 1958     GOOD             NGS
 KE0365  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0365
 KE0365                          STATION DESCRIPTION
 KE0365
 KE0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0365'AT HALLS.
 KE0365'AT HALLS, 0.3 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND
 KE0365'QUICNY RAILROAD FROM THE STATION, 0.1 MILE SOUTH AND 0.3 MILE
 KE0365'SOUTHWEST OF HALLS SCHOOL DIST. NO. 39, 177.0 FEET SOUTHWEST OF
 KE0365'MILEPOST NO. 51, 34.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 KE0365'THE MOST NORTHWESTERNLY TRACK, 122.6 FEET SOUTHWEST OF A POINT
 KE0365'WHERE THE HARD SURFACE OF U.S. HIGHWAY 59 GOES FROM CONCRETE TO
 KE0365'MACADAM, 24 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 59,
 KE0365'1.0 FOOT SOUTHWEST OF A WITNESS POST WHICH PROJECTS 6 INCHES.
 KE0365'THE TOP OF A MISSOURI RIVER COMMISSION COPPER BOLT LEADED IN A
 KE0365'STONE 18-INCHES SQUARE AND SET 4 FEET UNDERGROUND, ACCESS TO
 KE0365'WHICH IS HAD THROUGH A 4-INCH IRON PIPE WITH AN IRON CAP OF THE
 KE0365'MISSOURI RIVER COMMISSION.  NOTE-- THE HIGHWAY HAS BEEN STRAIGHTENED
 KE0365'AND THE HALLS SIGN POST REMOVED.
 KE0365
 KE0365                          STATION RECOVERY (1958)
 KE0365
 KE0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0365'RECOVERED IN GOOD CONDITION.
 KE0365
 KE0365                          STATION RECOVERY (1989)
 KE0365
 KE0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0366 ***********************************************************************
 KE0366  DESIGNATION -  277 CAP
 KE0366  PID         -  KE0366
 KE0366  STATE/COUNTY-  MO/BUCHANAN
 KE0366  USGS QUAD   -  HALLS (1972)
 KE0366
 KE0366                         *CURRENT SURVEY CONTROL
 KE0366  ___________________________________________________________________
 KE0366* NAD 83(1986)-  39 38 07.     (N)    094 58 06.     (W)     SCALED    
 KE0366* NAVD 88     -       244.509  (meters)     802.19   (feet)  ADJUSTED  
 KE0366  ___________________________________________________________________
 KE0366  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KE0366  DYNAMIC HT  -         244.364 (meters)     801.72  (feet)  COMP
 KE0366  MODELED GRAV-     980,024.5   (mgal)                       NAVD 88
 KE0366
 KE0366  VERT ORDER  -  FIRST     CLASS II
 KE0366
 KE0366.The horizontal coordinates were scaled from a topographic map and have
 KE0366.an estimated accuracy of +/- 6 seconds.
 KE0366
 KE0366.The orthometric height was determined by differential leveling
 KE0366.and adjusted by the National Geodetic Survey in June 1991..
 KE0366
 KE0366.The geoid height was determined by GEOID03.
 KE0366
 KE0366.The dynamic height is computed by dividing the NAVD 88
 KE0366.geopotential number by the normal gravity value computed on the
 KE0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0366.degrees latitude (g = 980.6199 gals.).
 KE0366
 KE0366.The modeled gravity was interpolated from observed gravity values.
 KE0366
 KE0366;                    North         East    Units  Estimated Accuracy
 KE0366;SPC MO W     -   385,080.      809,800.      MT  (+/- 180 meters Scaled)
 KE0366
 KE0366                          SUPERSEDED SURVEY CONTROL
 KE0366
 KE0366  NGVD 29 (??/??/92)  244.448  (m)          801.99   (f) ADJ UNCH    1 2
 KE0366
 KE0366.Superseded values are not recommended for survey control.
 KE0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0366.See file dsdata.txt to determine how the superseded data were derived.
 KE0366
 KE0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD310891(NAD 83)
 KE0366_MARKER: P = PIPE CAP
 KE0366_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0366_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0366
 KE0366  HISTORY     - Date     Condition        Report By
 KE0366  HISTORY     - UNK      MONUMENTED       MORC
 KE0366  HISTORY     - 1951     GOOD             NGS
 KE0366  HISTORY     - 1958     GOOD             NGS
 KE0366  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0366
 KE0366                          STATION DESCRIPTION
 KE0366
 KE0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0366'AT HALLS.
 KE0366'AT HALLS, 0.3 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND
 KE0366'QUINCY RAILROAD FROM THE STATION, 0.1 MILE SOUTH AND 0.3 MILE
 KE0366'SOUTHWEST OF THE HALLS SCHOOL DIST. NO. 39, 177.0 FEET SOUTHWEST
 KE0366'OF MILEPOST NO. 51, 34.8 FEET NORTHWEST OF THE NORTHWEST RAIL
 KE0366'OF THE MOST NORTHWESTERNLY TRACK, 122.6 FEET SOUTHWEST OF A POINT
 KE0366'WHERE THE HARD SURFACE OF U.S. HIGHWAY 59 GOES FROM CONCRETE TO
 KE0366'MACADAM, 24 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 KE0366'59, 1.0 FOOT SOUTHWEST OF A WITNESS POST WHICH PROJECTS 6 INCHES.
 KE0366'THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP SET ON TOP OF A
 KE0366'4-INCH IRON PIPE, 2 INCHES BELOW THE SURFACE OF THE GROUND, AND
 KE0366'ON THE EDGE OF THE SOUTHEAST SHOULDER OF THE HIGHWAY.  NOTE-- THE
 KE0366'HIGHWAY HAS BEEN STRAIGHTENED AND THE HALLS SIGN POST REMOVED.
 KE0366
 KE0366                          STATION RECOVERY (1958)
 KE0366
 KE0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0366'RECOVERED IN GOOD CONDITION.
 KE0366
 KE0366                          STATION RECOVERY (1989)
 KE0366
 KE0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0358 ***********************************************************************
 KE0358  DESIGNATION -  278=87/2 BOLT
 KE0358  PID         -  KE0358
 KE0358  STATE/COUNTY-  MO/BUCHANAN
 KE0358  USGS QUAD   -  HALLS (1972)
 KE0358
 KE0358                         *CURRENT SURVEY CONTROL
 KE0358  ___________________________________________________________________
 KE0358* NAD 83(1986)-  39 38 49.     (N)    094 56 19.     (W)     SCALED    
 KE0358* NAVD 88     -       249.326  (meters)     818.00   (feet)  ADJUSTED  
 KE0358  ___________________________________________________________________
 KE0358  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0358  DYNAMIC HT  -         249.178 (meters)     817.51  (feet)  COMP
 KE0358  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 KE0358
 KE0358  VERT ORDER  -  FIRST     CLASS II
 KE0358
 KE0358.The horizontal coordinates were scaled from a topographic map and have
 KE0358.an estimated accuracy of +/- 6 seconds.
 KE0358
 KE0358.The orthometric height was determined by differential leveling
 KE0358.and adjusted by the National Geodetic Survey in June 1991..
 KE0358
 KE0358.The geoid height was determined by GEOID03.
 KE0358
 KE0358.The dynamic height is computed by dividing the NAVD 88
 KE0358.geopotential number by the normal gravity value computed on the
 KE0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0358.degrees latitude (g = 980.6199 gals.).
 KE0358
 KE0358.The modeled gravity was interpolated from observed gravity values.
 KE0358
 KE0358;                    North         East    Units  Estimated Accuracy
 KE0358;SPC MO W     -   386,360.      812,360.      MT  (+/- 180 meters Scaled)
 KE0358
 KE0358                          SUPERSEDED SURVEY CONTROL
 KE0358
 KE0358  NGVD 29 (??/??/92)  249.218  (m)          817.64   (f) ADJ UNCH    1 2
 KE0358
 KE0358.Superseded values are not recommended for survey control.
 KE0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0358.See file dsdata.txt to determine how the superseded data were derived.
 KE0358
 KE0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD336903(NAD 83)
 KE0358_MARKER: B = BOLT
 KE0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0358_SP_SET: STONE
 KE0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0358+STABILITY: SURFACE MOTION
 KE0358
 KE0358  HISTORY     - Date     Condition        Report By
 KE0358  HISTORY     - UNK      MONUMENTED       MORC
 KE0358  HISTORY     - 1948     GOOD             NGS
 KE0358  HISTORY     - 1951     GOOD             NGS
 KE0358  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0358
 KE0358                          STATION DESCRIPTION
 KE0358
 KE0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0358'2.4 MI NE FROM HALLS.
 KE0358'1.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0358'RAILROAD FROM THE STATION AT HALLS, THENCE 0.3 MILE SOUTHEAST
 KE0358'ALONG A GRAVEL ROAD, THENCE 0.35 MILE NORTHEAST ALONG A BLUFF
 KE0358'ROAD, IN THE VICINITY OF KENMOOR, 0.3 MILE SOUTHWEST OF AN OLD
 KE0358'FARMHOUSE SITE AT THE FOOT OF THE BLUFF, ON THE OUTSIDE OF A
 KE0358'CURVE WITH TANGENTS LEADING SOUTH AND NORTHEAST, ABOUT 100.0
 KE0358'FEET SOUTHEAST OF A SMALL STREAM PARALLELING THE BLUFF, NEAR
 KE0358'THE FOOT OF A HILL WHICH SLOPES TO THE NORTH, 36.8 FEET WEST
 KE0358'OF THE EAST RIGHT-OF-WAY FENCE, 23.0 FEET WEST OF THE CENTER
 KE0358'LINE OF THE ROAD, 1.5 FEET SOUTH OF A REFERENCE POST.  THE TOP
 KE0358'OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET
 KE0358'4-FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 KE0358'BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 KE0358
 KE0358                          STATION RECOVERY (1951)
 KE0358
 KE0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0358'RECOVERED IN GOOD CONDITION.
 KE0358
 KE0358                          STATION RECOVERY (1989)
 KE0358
 KE0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0359 ***********************************************************************
 KE0359  DESIGNATION -  278=87/2 CAP
 KE0359  PID         -  KE0359
 KE0359  STATE/COUNTY-  MO/BUCHANAN
 KE0359  USGS QUAD   -  HALLS (1972)
 KE0359
 KE0359                         *CURRENT SURVEY CONTROL
 KE0359  ___________________________________________________________________
 KE0359* NAD 83(1986)-  39 38 49.     (N)    094 56 19.     (W)     SCALED    
 KE0359* NAVD 88     -       250.557  (meters)     822.04   (feet)  ADJUSTED  
 KE0359  ___________________________________________________________________
 KE0359  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0359  DYNAMIC HT  -         250.407 (meters)     821.54  (feet)  COMP
 KE0359  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 KE0359
 KE0359  VERT ORDER  -  FIRST     CLASS II
 KE0359
 KE0359.The horizontal coordinates were scaled from a topographic map and have
 KE0359.an estimated accuracy of +/- 6 seconds.
 KE0359
 KE0359.The orthometric height was determined by differential leveling
 KE0359.and adjusted by the National Geodetic Survey in June 1991..
 KE0359
 KE0359.The geoid height was determined by GEOID03.
 KE0359
 KE0359.The dynamic height is computed by dividing the NAVD 88
 KE0359.geopotential number by the normal gravity value computed on the
 KE0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0359.degrees latitude (g = 980.6199 gals.).
 KE0359
 KE0359.The modeled gravity was interpolated from observed gravity values.
 KE0359
 KE0359;                    North         East    Units  Estimated Accuracy
 KE0359;SPC MO W     -   386,360.      812,360.      MT  (+/- 180 meters Scaled)
 KE0359
 KE0359                          SUPERSEDED SURVEY CONTROL
 KE0359
 KE0359  NGVD 29 (??/??/92)  250.448  (m)          821.68   (f) ADJ UNCH    1 2
 KE0359
 KE0359.Superseded values are not recommended for survey control.
 KE0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0359.See file dsdata.txt to determine how the superseded data were derived.
 KE0359
 KE0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD336903(NAD 83)
 KE0359_MARKER: P = PIPE CAP
 KE0359_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0359_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0359
 KE0359  HISTORY     - Date     Condition        Report By
 KE0359  HISTORY     - UNK      MONUMENTED       MORC
 KE0359  HISTORY     - 1948     GOOD             NGS
 KE0359  HISTORY     - 1951     GOOD             NGS
 KE0359  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0359
 KE0359                          STATION DESCRIPTION
 KE0359
 KE0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0359'2.4 MI NE FROM HALLS.
 KE0359'1.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0359'RAILROAD FROM THE STATION AT HALLS, THENCE 0.3 MILE SOUTHEAST
 KE0359'ALONG A GRAVEL ROAD, THENCE 0.35 MILE NORTHEAST ALONG A BLUFF
 KE0359'ROAD, IN THE VICINITY OF KENMOOR, 0.3 MILE SOUTHWEST OF AN OLD
 KE0359'FARMHOUSE SITE AT THE FOOT OF THE BLUFF, ON THE OUTSIDE OF A
 KE0359'CURVE WITH TANGENTS LEADING SOUTH AND NORTHEAST, ABOUT 100.0
 KE0359'FEET SOUTHEAST OF A SMALL STREAM PARALLELING THE BLUFF, NEAR
 KE0359'THE FOOT OF A HILL WHICH SLOPES TO THE NORTH, 36.8 FEET WEST
 KE0359'OF THE EAST RIGHT-OF-WAY FENCE, 23.0 FEET WEST OF THE CENTER
 KE0359'LINE OF THE ROAD, 1.5 FEET SOUTH OF A REFERENCE POST.  THE TOP OF
 KE0359'A MISSOURI RIVER COMMISSION IRON CAP SET ON TOP OF A 4-INCH
 KE0359'IRON PIPE AND PROJECTING 1.3 FOOT ABOVE THE GROUND.
 KE0359
 KE0359                          STATION RECOVERY (1951)
 KE0359
 KE0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0359'RECOVERED IN GOOD CONDITION.
 KE0359
 KE0359                          STATION RECOVERY (1989)
 KE0359
 KE0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0351 ***********************************************************************
 KE0351  DESIGNATION -  279 BOLT
 KE0351  PID         -  KE0351
 KE0351  STATE/COUNTY-  MO/BUCHANAN
 KE0351  USGS QUAD   -  HALLS (1972)
 KE0351
 KE0351                         *CURRENT SURVEY CONTROL
 KE0351  ___________________________________________________________________
 KE0351* NAD 83(1986)-  39 40 33.     (N)    094 54 26.     (W)     SCALED    
 KE0351* NAVD 88     -       245.517  (meters)     805.50   (feet)  ADJUSTED  
 KE0351  ___________________________________________________________________
 KE0351  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KE0351  DYNAMIC HT  -         245.372 (meters)     805.02  (feet)  COMP
 KE0351  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 KE0351
 KE0351  VERT ORDER  -  FIRST     CLASS II
 KE0351
 KE0351.The horizontal coordinates were scaled from a topographic map and have
 KE0351.an estimated accuracy of +/- 6 seconds.
 KE0351
 KE0351.The orthometric height was determined by differential leveling
 KE0351.and adjusted by the National Geodetic Survey in June 1991..
 KE0351
 KE0351.The geoid height was determined by GEOID03.
 KE0351
 KE0351.The dynamic height is computed by dividing the NAVD 88
 KE0351.geopotential number by the normal gravity value computed on the
 KE0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0351.degrees latitude (g = 980.6199 gals.).
 KE0351
 KE0351.The modeled gravity was interpolated from observed gravity values.
 KE0351
 KE0351;                    North         East    Units  Estimated Accuracy
 KE0351;SPC MO W     -   389,560.      815,060.      MT  (+/- 180 meters Scaled)
 KE0351
 KE0351                          SUPERSEDED SURVEY CONTROL
 KE0351
 KE0351  NGVD 29 (??/??/92)  245.410  (m)          805.15   (f) ADJ UNCH    1 2
 KE0351
 KE0351.Superseded values are not recommended for survey control.
 KE0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0351.See file dsdata.txt to determine how the superseded data were derived.
 KE0351
 KE0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD364935(NAD 83)
 KE0351_MARKER: B = BOLT
 KE0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0351_SP_SET: STONE
 KE0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0351+STABILITY: SURFACE MOTION
 KE0351
 KE0351  HISTORY     - Date     Condition        Report By
 KE0351  HISTORY     - UNK      MONUMENTED       MORC
 KE0351  HISTORY     - 1948     GOOD             NGS
 KE0351  HISTORY     - 1958     MARK NOT FOUND   NGS
 KE0351
 KE0351                          STATION DESCRIPTION
 KE0351
 KE0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0351'3.6 MI SW FROM ST JOSEPH.
 KE0351'3.6 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0351'RAILROAD FROM THE STATION AT ST. JOSEPH IN THE SECTION OF THE
 KE0351'CITY KNOWN AS SOUTH ST. JOSEPH, 0.3 MILE SOUTHWEST OF THE
 KE0351'BURLINGTON MILEPOST NO. 56, 44.0 FEET SOUTHEAST OF THE 19TH. POLE
 KE0351'SOUTHWEST OF THE CHICAGO, ROCK ISLAND AND PACIFIC MILEPOST NO.
 KE0351'504, 388.0 FEET NORTHEAST OF THE NORTHEAST SIDE OF AN ABANDONED
 KE0351'FARMHOUSE, 120.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 KE0351'ROAD, 80.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE ROCK ISLAND
 KE0351'RAILWAY TRACK, 8.8 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF U.S.
 KE0351'HIGHWAY NO. 59, 0.5 FOOT NORTHEAST OF A 5-INCH ROUND WOODEN
 KE0351'POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE
 KE0351'AND SET 4-FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 KE0351'PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP.  NOTE-- U.S.
 KE0351'HIGHWAY 59 HAS BEEN RECONSTRUCTED AND THIS MARK WAS EITHER
 KE0351'DESTROYED IN THE CONSTRUCTION OR IT HAS BEEN MOVED - NO ATTEMPT
 KE0351'WAS MADE TO RECOVER THE COPPER BOLT WHICH IS SET IN CONCRETE 4
 KE0351'FEET UNDERGROUND.
 KE0351
 KE0351                          STATION RECOVERY (1958)
 KE0351
 KE0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0352 ***********************************************************************
 KE0352  DESIGNATION -  279 CAP
 KE0352  PID         -  KE0352
 KE0352  STATE/COUNTY-  MO/BUCHANAN
 KE0352  USGS QUAD   -  HALLS (1972)
 KE0352
 KE0352                         *CURRENT SURVEY CONTROL
 KE0352  ___________________________________________________________________
 KE0352* NAD 83(1986)-  39 40 33.     (N)    094 54 26.     (W)     SCALED    
 KE0352* NAVD 88     -       246.759  (meters)     809.58   (feet)  ADJUSTED  
 KE0352  ___________________________________________________________________
 KE0352  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KE0352  DYNAMIC HT  -         246.613 (meters)     809.10  (feet)  COMP
 KE0352  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 KE0352
 KE0352  VERT ORDER  -  FIRST     CLASS II
 KE0352
 KE0352.The horizontal coordinates were scaled from a topographic map and have
 KE0352.an estimated accuracy of +/- 6 seconds.
 KE0352
 KE0352.The orthometric height was determined by differential leveling
 KE0352.and adjusted by the National Geodetic Survey in June 1991..
 KE0352
 KE0352.The geoid height was determined by GEOID03.
 KE0352
 KE0352.The dynamic height is computed by dividing the NAVD 88
 KE0352.geopotential number by the normal gravity value computed on the
 KE0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0352.degrees latitude (g = 980.6199 gals.).
 KE0352
 KE0352.The modeled gravity was interpolated from observed gravity values.
 KE0352
 KE0352;                    North         East    Units  Estimated Accuracy
 KE0352;SPC MO W     -   389,560.      815,060.      MT  (+/- 180 meters Scaled)
 KE0352
 KE0352                          SUPERSEDED SURVEY CONTROL
 KE0352
 KE0352  NGVD 29 (??/??/92)  246.648  (m)          809.21   (f) ADJ UNCH    1 2
 KE0352
 KE0352.Superseded values are not recommended for survey control.
 KE0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0352.See file dsdata.txt to determine how the superseded data were derived.
 KE0352
 KE0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD364935(NAD 83)
 KE0352_MARKER: P = PIPE CAP
 KE0352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0352
 KE0352  HISTORY     - Date     Condition        Report By
 KE0352  HISTORY     - UNK      MONUMENTED       MORC
 KE0352  HISTORY     - 1948     GOOD             NGS
 KE0352
 KE0352                          STATION DESCRIPTION
 KE0352
 KE0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0352'3.7 MI SW FROM ST JOSEPH.
 KE0352'ABOUT 3.7 MILES SOUTHWEST OF THE RAILROAD STATION AT SOUTH ST.
 KE0352'JOSEPH, BUCHANAN COUNTY, ABOUT 0.3 MILE SOUTHWEST OF THE CHICAGO,
 KE0352'BURLINGTON AND QUINCY RAILROAD MILEPOST 56, ABOUT 350 FEET NORTHEAST
 KE0352'OF A ONE-STORY FARMHOUSE, 170 FEET NORTHEAST OF THE CHICAGO, ROCK
 KE0352'ISLAND AND PACIFIC RAILROAD CROSSING AT MILEPOST 504-20, 105
 KE0352'FEET NORTH OF THE EAST-WEST WAGON ROAD, 83 FEET SOUTHEAST OF
 KE0352'THE SOUTHEAST RAILROAD TRACK, 8.7 FEET SOUTHEAST OF THE SOUTHEAST
 KE0352'EDGE OF THE PAVEMENT ON HIGHWAY NO. 45, IN THE SOUTHEAST SHOULDER
 KE0352'OF THE HIGHWAY AND SLIGHTLY BELOW THE ELEVATION OF THE PAVEMENT.
 KE0352'18 INCHES SQUARE AND SET ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH
 KE0352'IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 KE0352'STANDARD CAP AND THE CAP EXTENDING ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0511 ***********************************************************************
 JC0511  DESIGNATION -  28 BOLT
 JC0511  PID         -  JC0511
 JC0511  STATE/COUNTY-  MO/ST LOUIS
 JC0511  USGS QUAD   -  CHESTERFIELD (1994)
 JC0511
 JC0511                         *CURRENT SURVEY CONTROL
 JC0511  ___________________________________________________________________
 JC0511* NAD 83(1986)-  38 39 54.     (N)    090 34 19.     (W)     SCALED    
 JC0511* NAVD 88     -       140.97   (+/-2cm)     462.5    (feet)  VERTCON   
 JC0511  ___________________________________________________________________
 JC0511  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JC0511
 JC0511  VERT ORDER  -  ? (See Below)
 JC0511
 JC0511.The horizontal coordinates were scaled from a topographic map and have
 JC0511.an estimated accuracy of +/- 6 seconds.
 JC0511
 JC0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0511.The vertical order pertains to the NGVD 29 superseded value.
 JC0511
 JC0511.The geoid height was determined by GEOID03.
 JC0511
 JC0511;                    North         East    Units  Estimated Accuracy
 JC0511;SPC MO E     -   314,250.      243,740.      MT  (+/- 180 meters Scaled)
 JC0511
 JC0511                          SUPERSEDED SURVEY CONTROL
 JC0511
 JC0511  NGVD 29 (??/??/92)  141.022  (m)          462.67   (f) ADJ UNCH    ?  
 JC0511
 JC0511.Superseded values are not recommended for survey control.
 JC0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0511.See file dsdata.txt to determine how the superseded data were derived.
 JC0511
 JC0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC112824(NAD 83)
 JC0511_MARKER: B = BOLT
 JC0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0511_SP_SET: STONE
 JC0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0511+STABILITY: SURFACE MOTION
 JC0511
 JC0511  HISTORY     - Date     Condition        Report By
 JC0511  HISTORY     - UNK      MONUMENTED       MORC
 JC0511  HISTORY     - 1934     GOOD             NGS
 JC0511
 JC0511                          STATION DESCRIPTION
 JC0511
 JC0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0511'AT DREW.
 JC0511'AT DREW, CHESTERFIELD ST. LOUIS COUNTY, ON THE CHICAGO, ROCK
 JC0511'ISLAND AND PACIFIC RAILWAY, ABOUT 2100 FEET EAST OF THE CROSSING
 JC0511'OF OLIVE STREET, ABOUT 1680 FEET WEST OF MILEPOST 26, 800 FEET
 JC0511'BELOW THE HEADBLOCK AT THE EAST END OF A SIDING, OPPOSITE BRIDGE
 JC0511'61, AND ABOUT 85 FEET TOWARD THE BLUFF FROM THE CENTERLINE OF
 JC0511'THE TRACK.  A COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES
 JC0511'SQUARE AND SET ABOUT 4 FEET UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0510 ***********************************************************************
 JC0510  DESIGNATION -  28 CAP
 JC0510  PID         -  JC0510
 JC0510  STATE/COUNTY-  MO/ST LOUIS
 JC0510  USGS QUAD   -  CHESTERFIELD (1994)
 JC0510
 JC0510                         *CURRENT SURVEY CONTROL
 JC0510  ___________________________________________________________________
 JC0510* NAD 83(1986)-  38 39 54.     (N)    090 34 19.     (W)     SCALED    
 JC0510* NAVD 88     -       142.20   (+/-2cm)     466.5    (feet)  VERTCON   
 JC0510  ___________________________________________________________________
 JC0510  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JC0510
 JC0510  VERT ORDER  -  ? (See Below)
 JC0510
 JC0510.The horizontal coordinates were scaled from a topographic map and have
 JC0510.an estimated accuracy of +/- 6 seconds.
 JC0510
 JC0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0510.The vertical order pertains to the NGVD 29 superseded value.
 JC0510
 JC0510.The geoid height was determined by GEOID03.
 JC0510
 JC0510;                    North         East    Units  Estimated Accuracy
 JC0510;SPC MO E     -   314,250.      243,740.      MT  (+/- 180 meters Scaled)
 JC0510
 JC0510                          SUPERSEDED SURVEY CONTROL
 JC0510
 JC0510  NGVD 29 (??/??/92)  142.257  (m)          466.72   (f) ADJ UNCH    ?  
 JC0510
 JC0510.Superseded values are not recommended for survey control.
 JC0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0510.See file dsdata.txt to determine how the superseded data were derived.
 JC0510
 JC0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC112824(NAD 83)
 JC0510_MARKER: P = PIPE CAP
 JC0510_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0510_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0510
 JC0510  HISTORY     - Date     Condition        Report By
 JC0510  HISTORY     - UNK      MONUMENTED       MORC
 JC0510  HISTORY     - 1934     GOOD             NGS
 JC0510
 JC0510                          STATION DESCRIPTION
 JC0510
 JC0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0510'AT DREW.
 JC0510'AT DREW, CHESTERFIELD ST. LOUIS COUNTY, ON THE CHICAGO, ROCK
 JC0510'ISLAND AND PACIFIC RAILWAY, ABOUT 2100 FEET EAST OF THE CROSSING
 JC0510'OF OLIVE STREET, ABOUT 1680 FEET WEST OF MILEPOST 26, 800 FEET
 JC0510'BELOW THE HEADBLOCK AT THE EAST END OF A SIDING, OPPOSITE
 JC0510'BRIDGE 61, AND ABOUT 85 FEET TOWARD THE BLUFF FROM THE CENTERLINE
 JC0510'OF THE TRACK.  AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 JC0510'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1001 ***********************************************************************
 GD1001  DESIGNATION -  281
 GD1001  PID         -  GD1001
 GD1001  STATE/COUNTY-  MO/NEW MADRID
 GD1001  USGS QUAD   -  PARMA (1978)
 GD1001
 GD1001                         *CURRENT SURVEY CONTROL
 GD1001  ___________________________________________________________________
 GD1001* NAD 83(1986)-  36 36 42.     (N)    089 49 06.     (W)     SCALED    
 GD1001* NAVD 88     -        85.495  (meters)     280.49   (feet)  ADJUSTED  
 GD1001  ___________________________________________________________________
 GD1001  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 GD1001  DYNAMIC HT  -          85.427 (meters)     280.27  (feet)  COMP
 GD1001  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 GD1001
 GD1001  VERT ORDER  -  SECOND    CLASS 0
 GD1001
 GD1001.The horizontal coordinates were scaled from a topographic map and have
 GD1001.an estimated accuracy of +/- 6 seconds.
 GD1001
 GD1001.The orthometric height was determined by differential leveling
 GD1001.and adjusted by the National Geodetic Survey in June 1991..
 GD1001
 GD1001.The geoid height was determined by GEOID03.
 GD1001
 GD1001.The dynamic height is computed by dividing the NAVD 88
 GD1001.geopotential number by the normal gravity value computed on the
 GD1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1001.degrees latitude (g = 980.6199 gals.).
 GD1001
 GD1001.The modeled gravity was interpolated from observed gravity values.
 GD1001
 GD1001;                    North         East    Units  Estimated Accuracy
 GD1001;SPC MO E     -    86,580.      310,980.      MT  (+/- 180 meters Scaled)
 GD1001
 GD1001                          SUPERSEDED SURVEY CONTROL
 GD1001
 GD1001  NGVD 29 (??/??/??)   85.430  (m)          280.28   (f) ADJUSTED    2 0
 GD1001
 GD1001.Superseded values are not recommended for survey control.
 GD1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1001.See file dsdata.txt to determine how the superseded data were derived.
 GD1001
 GD1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF479554(NAD 83)
 GD1001_MARKER: P = PIPE CAP
 GD1001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD1001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD1001_STAMPING: 281
 GD1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1001
 GD1001  HISTORY     - Date     Condition        Report By
 GD1001  HISTORY     - UNK      MONUMENTED       USGS
 GD1001  HISTORY     - 1933     GOOD             CGS
 GD1001  HISTORY     - 20020812 POOR             USACE
 GD1001
 GD1001                          STATION DESCRIPTION
 GD1001
 GD1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD1001'11.7 MI W FROM LILBOURN.
 GD1001'11.7 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 GD1001'LILBOURN, NEW MADRID COUNTY, OPPOSITE THE UNION STATION AT PARMA,
 GD1001'AT THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY, 54 FEET
 GD1001'WEST OF THE ST. L.-S.F.RY., 52 FEET SOUTH OF THE ST.L.SWN.RY.
 GD1001'TRACK, AT THE JUNCTION OF THE TWO RIGHT-OF-WAY FENCES, ON THE
 GD1001'ATHLETIC GROUNDS, AND JUST INSIDE THE FENCE.  A UNITED STATES
 GD1001'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 281 AND RIVETED ON THE
 GD1001'TOP OF A 3-1/2 INCH IRON PIPE.
 GD1001
 GD1001                          STATION RECOVERY (2002)
 GD1001
 GD1001'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1001'MARK WAS FOUND 0.4 FT BELOW SURFACE BROKEN OFF FROM IRON PIPE. REMOVED
 GD1001'DISK AND REMAINING PIPE FROM AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0342 ***********************************************************************
 KE0342  DESIGNATION -  281 BOLT
 KE0342  PID         -  KE0342
 KE0342  STATE/COUNTY-  MO/BUCHANAN
 KE0342  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0342
 KE0342                         *CURRENT SURVEY CONTROL
 KE0342  ___________________________________________________________________
 KE0342* NAD 83(1986)-  39 43 24.     (N)    094 51 49.     (W)     SCALED    
 KE0342* NAVD 88     -       251.210  (meters)     824.18   (feet)  ADJUSTED  
 KE0342  ___________________________________________________________________
 KE0342  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KE0342  DYNAMIC HT  -         251.062 (meters)     823.69  (feet)  COMP
 KE0342  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 KE0342
 KE0342  VERT ORDER  -  FIRST     CLASS II
 KE0342
 KE0342.The horizontal coordinates were scaled from a topographic map and have
 KE0342.an estimated accuracy of +/- 6 seconds.
 KE0342
 KE0342.The orthometric height was determined by differential leveling
 KE0342.and adjusted by the National Geodetic Survey in June 1991..
 KE0342
 KE0342.The geoid height was determined by GEOID03.
 KE0342
 KE0342.The dynamic height is computed by dividing the NAVD 88
 KE0342.geopotential number by the normal gravity value computed on the
 KE0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0342.degrees latitude (g = 980.6199 gals.).
 KE0342
 KE0342.The modeled gravity was interpolated from observed gravity values.
 KE0342
 KE0342;                    North         East    Units  Estimated Accuracy
 KE0342;SPC MO W     -   394,810.      818,830.      MT  (+/- 180 meters Scaled)
 KE0342
 KE0342                          SUPERSEDED SURVEY CONTROL
 KE0342
 KE0342  NGVD 29 (??/??/92)  251.112  (m)          823.86   (f) ADJ UNCH    1 2
 KE0342
 KE0342.Superseded values are not recommended for survey control.
 KE0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0342.See file dsdata.txt to determine how the superseded data were derived.
 KE0342
 KE0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD402987(NAD 83)
 KE0342_MARKER: B = BOLT
 KE0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0342_SP_SET: STONE
 KE0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0342+STABILITY: SURFACE MOTION
 KE0342
 KE0342  HISTORY     - Date     Condition        Report By
 KE0342  HISTORY     - 1892     MONUMENTED       MORC
 KE0342  HISTORY     - 1948     GOOD             NGS
 KE0342  HISTORY     - 1958     GOOD             NGS
 KE0342  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0342
 KE0342                          STATION DESCRIPTION
 KE0342
 KE0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0342'AT ST JOSEPH.
 KE0342'AT ST. JOSEPH, IN THE SOUTHERN SECTION OF THE CITY THAT IS
 KE0342'LOCALLY KNOWN AS SOUTH ST. JOSEPH, ABOUT 0.4 MILE NORTHEAST
 KE0342'OF MILEPOST NO. 59 ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 KE0342'ABOUT 0.3 MILE SOUTHWEST OF MILEPOST NO. 500 ON THE CHICAGO,
 KE0342'ROCK ISLAND AND PACIFIC RAILWAY, ALONG MISSOURI AVE., 99.8 FEET
 KE0342'SOUTHEAST OF THE SOUTHEAST RAIL OF THE C., R.I. AND P. R.R.,
 KE0342'380.3 FEET NORTHWEST OF THE NORTHWEST CURB OF LAKE AVE., 22.4 FEET
 KE0342'NORTHEAST OF THE NORTHEAST CURB OF MISSOURI AVE., 52.8 FEET
 KE0342'EAST OF A FIRE HYDRANT, 2.9 FEET NORTH OF THE WEST CORNER OF
 KE0342'A 2-STORY BRICK BUILDING OCCUPIED BY THE BANK BEAUTY ACADEMY,
 KE0342'1.4 FEET NORTHWEST OF THE NORTHWEST FACE OF THE BUILDING,
 KE0342'0.8 FOOT SOUTHWEST OF A REFERENCE POST.  THE TOP OF A COPPER
 KE0342'BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET 4.0 FEET
 KE0342'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 KE0342'A MISSOURI RIVER COMMISSION IRON CAP.
 KE0342
 KE0342                          STATION RECOVERY (1958)
 KE0342
 KE0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0342'RECOVERED IN GOOD CONDITION.
 KE0342
 KE0342                          STATION RECOVERY (1989)
 KE0342
 KE0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0343 ***********************************************************************
 KE0343  DESIGNATION -  281 CAP
 KE0343  PID         -  KE0343
 KE0343  STATE/COUNTY-  MO/BUCHANAN
 KE0343  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0343
 KE0343                         *CURRENT SURVEY CONTROL
 KE0343  ___________________________________________________________________
 KE0343* NAD 83(1986)-  39 43 23.     (N)    094 51 50.     (W)     SCALED    
 KE0343* NAVD 88     -       252.447  (meters)     828.24   (feet)  ADJUSTED  
 KE0343  ___________________________________________________________________
 KE0343  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KE0343  DYNAMIC HT  -         252.298 (meters)     827.75  (feet)  COMP
 KE0343  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 KE0343
 KE0343  VERT ORDER  -  FIRST     CLASS II
 KE0343
 KE0343.The horizontal coordinates were scaled from a topographic map and have
 KE0343.an estimated accuracy of +/- 6 seconds.
 KE0343
 KE0343.The orthometric height was determined by differential leveling
 KE0343.and adjusted by the National Geodetic Survey in June 1991..
 KE0343
 KE0343.The geoid height was determined by GEOID03.
 KE0343
 KE0343.The dynamic height is computed by dividing the NAVD 88
 KE0343.geopotential number by the normal gravity value computed on the
 KE0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0343.degrees latitude (g = 980.6199 gals.).
 KE0343
 KE0343.The modeled gravity was interpolated from observed gravity values.
 KE0343
 KE0343;                    North         East    Units  Estimated Accuracy
 KE0343;SPC MO W     -   394,780.      818,800.      MT  (+/- 180 meters Scaled)
 KE0343
 KE0343                          SUPERSEDED SURVEY CONTROL
 KE0343
 KE0343  NGVD 29 (??/??/92)  252.350  (m)          827.92   (f) ADJ UNCH    1 2
 KE0343
 KE0343.Superseded values are not recommended for survey control.
 KE0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0343.See file dsdata.txt to determine how the superseded data were derived.
 KE0343
 KE0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD402986(NAD 83)
 KE0343_MARKER: P = PIPE CAP
 KE0343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0343_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0343
 KE0343  HISTORY     - Date     Condition        Report By
 KE0343  HISTORY     - UNK      MONUMENTED       MORC
 KE0343  HISTORY     - 1948     GOOD             NGS
 KE0343  HISTORY     - 1958     GOOD             NGS
 KE0343
 KE0343                          STATION DESCRIPTION
 KE0343
 KE0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0343'AT ST JOSEPH.
 KE0343'AT SOUTH ST. JOSEPH, BUCHANAN COUNTY, ABOUT 1/2 MILE NORTHEAST
 KE0343'OF THE RAILROAD STATION, ABOUT 0.4 MILE NORTHEAST OF MILEPOST
 KE0343'59 ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, ABOUT 0.3
 KE0343'MILE SOUTHWEST OF MILEPOST 500 ON THE CHICAGO, ROCK ISLAND AND
 KE0343'PACIFIC RAILROAD, 100 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 KE0343'LATTER RAILROADS TRACK, 53 FEET EAST OF A FIRE HYDRANT, 22 FEET
 KE0343'NORTHEAST OF THE NORTHEAST CURB ON MISSOURI AVENUE, 3.0 FEET
 KE0343'NORTHWEST OF THE WEST CORNER OF AN OLD BRICK BUILDING WHICH IS
 KE0343'USED FOR A RESTAURANT AND ROOMING HOUSE AND 1.5 FEET NORTHWEST
 KE0343'OF THE NORTHWEST FACE OF THIS BUILDING.  THE TOP OF A COPPER
 KE0343'BOLT LEADED IN A STONE, 18 INCHES SQUARE AND SET ABOUT 4 FEET
 KE0343'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 KE0343'A MISSOURI RIVER COMMISSION STANDARD CAP AND EXTENDING 7 INCHES
 KE0343'ABOVE THE GROUND.
 KE0343
 KE0343                          STATION RECOVERY (1958)
 KE0343
 KE0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0498 ***********************************************************************
 JE0498  DESIGNATION -  281 CWA
 JE0498  PID         -  JE0498
 JE0498  STATE/COUNTY-  MO/BATES
 JE0498  USGS QUAD   -  MAIN CITY (1961)
 JE0498
 JE0498                         *CURRENT SURVEY CONTROL
 JE0498  ___________________________________________________________________
 JE0498* NAD 83(1986)-  38 24 37.     (N)    094 28 58.     (W)     SCALED    
 JE0498* NAVD 88     -       273.021  (meters)     895.74   (feet)  ADJUSTED  
 JE0498  ___________________________________________________________________
 JE0498  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0498  DYNAMIC HT  -         272.828 (meters)     895.10  (feet)  COMP
 JE0498  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 JE0498
 JE0498  VERT ORDER  -  SECOND    CLASS 0
 JE0498
 JE0498.The horizontal coordinates were scaled from a topographic map and have
 JE0498.an estimated accuracy of +/- 6 seconds.
 JE0498
 JE0498.The orthometric height was determined by differential leveling
 JE0498.and adjusted by the National Geodetic Survey in June 1991..
 JE0498
 JE0498.The geoid height was determined by GEOID03.
 JE0498
 JE0498.The dynamic height is computed by dividing the NAVD 88
 JE0498.geopotential number by the normal gravity value computed on the
 JE0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0498.degrees latitude (g = 980.6199 gals.).
 JE0498
 JE0498.The modeled gravity was interpolated from observed gravity values.
 JE0498
 JE0498;                    North         East    Units  Estimated Accuracy
 JE0498;SPC MO W     -   248,990.      851,500.      MT  (+/- 180 meters Scaled)
 JE0498
 JE0498                          SUPERSEDED SURVEY CONTROL
 JE0498
 JE0498  NGVD 29 (??/??/92)  272.901  (m)          895.34   (f) ADJ UNCH    2 0
 JE0498
 JE0498.Superseded values are not recommended for survey control.
 JE0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0498.See file dsdata.txt to determine how the superseded data were derived.
 JE0498
 JE0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC705523(NAD 83)
 JE0498_MARKER: DD = SURVEY DISK
 JE0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0498_STAMPING: 281 CWA
 JE0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0498+STABILITY: SURFACE MOTION
 JE0498
 JE0498  HISTORY     - Date     Condition        Report By
 JE0498  HISTORY     - UNK      MONUMENTED       USGS
 JE0498  HISTORY     - 1963     GOOD             NGS
 JE0498
 JE0498                          STATION DESCRIPTION
 JE0498
 JE0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0498'8.2 MI NW FROM ADRIAN.
 JE0498'ABOUT 7.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI PACIFIC
 JE0498'RAILROAD STATION AT ADRIAN, THENCE 1.0 MILE NORTH ALONG A
 JE0498'GRAVELED ROAD, 118 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JE0498'A HOUSE, 104 FEET NORTH OF A TRANSFORMER POLE, 104 FEET SOUTH
 JE0498'OF A POWER POLE, 77 FEET SOUTH OF THE EXTENDED CENTER LINE OF
 JE0498'A GRAVELED ROAD, 27 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JE0498'48 FEET SOUTH OF A LONE 20-INCH FORKED TREE, 1.0 FOOT EAST OF
 JE0498'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 JE0498'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 JE0498'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0333 ***********************************************************************
 KE0333  DESIGNATION -  283=8 9/3 BOLT
 KE0333  PID         -  KE0333
 KE0333  STATE/COUNTY-  MO/BUCHANAN
 KE0333  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0333
 KE0333                         *CURRENT SURVEY CONTROL
 KE0333  ___________________________________________________________________
 KE0333* NAD 83(1986)-  39 45 06.     (N)    094 51 16.     (W)     SCALED    
 KE0333* NAVD 88     -       249.985  (meters)     820.16   (feet)  ADJUSTED  
 KE0333  ___________________________________________________________________
 KE0333  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0333  DYNAMIC HT  -         249.840 (meters)     819.68  (feet)  COMP
 KE0333  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 KE0333
 KE0333  VERT ORDER  -  FIRST     CLASS II
 KE0333
 KE0333.The horizontal coordinates were scaled from a topographic map and have
 KE0333.an estimated accuracy of +/- 6 seconds.
 KE0333
 KE0333.The orthometric height was determined by differential leveling
 KE0333.and adjusted by the National Geodetic Survey in June 1991..
 KE0333.WARNING-Repeat measurements at this control monument indicate possible
 KE0333.vertical movement.
 KE0333
 KE0333.The geoid height was determined by GEOID03.
 KE0333
 KE0333.The dynamic height is computed by dividing the NAVD 88
 KE0333.geopotential number by the normal gravity value computed on the
 KE0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0333.degrees latitude (g = 980.6199 gals.).
 KE0333
 KE0333.The modeled gravity was interpolated from observed gravity values.
 KE0333
 KE0333;                    North         East    Units  Estimated Accuracy
 KE0333;SPC MO W     -   397,960.      819,630.      MT  (+/- 180 meters Scaled)
 KE0333
 KE0333                          SUPERSEDED SURVEY CONTROL
 KE0333
 KE0333  NGVD 29 (??/??/92)  249.891  (m)          819.85   (f) ADJ UNCH    1 2
 KE0333
 KE0333.Superseded values are not recommended for survey control.
 KE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0333.See file dsdata.txt to determine how the superseded data were derived.
 KE0333
 KE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE411018(NAD 83)
 KE0333_MARKER: B = BOLT
 KE0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0333_SP_SET: STONE
 KE0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0333+STABILITY: SURFACE MOTION
 KE0333
 KE0333  HISTORY     - Date     Condition        Report By
 KE0333  HISTORY     - UNK      MONUMENTED       MORC
 KE0333  HISTORY     - 1948     GOOD             NGS
 KE0333  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0333
 KE0333                          STATION DESCRIPTION
 KE0333
 KE0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0333'AT ST JOSEPH.
 KE0333'AT ST. JOSEPH, IN THE SOUTHWEST SECTION OF THE CITY, ABOUT 0.25
 KE0333'MILE NORTHEAST OF THE EAST END OF U.S. HIGHWAY NO. 36 BRIDGE OVER
 KE0333'THE MISSOURI RIVER, ABOUT MIDWAY BETWEEN MONTEREY AND DONIPHEN
 KE0333'STREETS, ALONG BARTLETT STREET, ABOUT 250.0 FEET EAST OF THE
 KE0333'NORTHEAST CORNER OF THE CONTINENTAL OIL CO. WAREHOUSE, ONE
 KE0333'BLOCK EAST OF U.S. HIGHWAY NO. 36 AND 59, 0.15 MILE NORTH OF
 KE0333'THE HOLY ROSARY SCHOOL ON JACKSON STREET, 262.0 FEET SOUTH OF
 KE0333'THE CENTER LINE OF MONTEREY STREET, 21.0 FEET EAST OF THE CENTER
 KE0333'LINE OF BARTLETT STREET, 13.2 FEET SOUTHEAST OF THE NORTHWEST
 KE0333'CORNER OF A DRAINAGE INLET, 13.9 FEET SOUTH OF THE SOUTHWEST
 KE0333'CORNER OF A WOODEN BUILDING, 19.0 FEET SOUTHEAST OF THE MOST
 KE0333'SOUTHERLY ONE OF THREE LARGE COTTONWOOD TREES, 20.9 FEET
 KE0333'NORTH-NORTHEAST OF THE CENTER OF A FIRE HYDRANT, 6.4 FEET SOUTH
 KE0333'OF A EAST-WEST FENCE, 1.1 FEET WEST OF A REFERENCE POST.  THE
 KE0333'TOP OF A COPPER BOLT LEADED IN AN 18-INCH SQUARE STONE AND SET
 KE0333'4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AND IRON
 KE0333'PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- THE MISSOURI
 KE0333'CULVERT AND PIPE CO. BUILDING HAS BEEN TORN DOWN.
 KE0333
 KE0333                          STATION RECOVERY (1989)
 KE0333
 KE0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0334 ***********************************************************************
 KE0334  DESIGNATION -  283=8 9/3 CAP
 KE0334  PID         -  KE0334
 KE0334  STATE/COUNTY-  MO/BUCHANAN
 KE0334  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0334
 KE0334                         *CURRENT SURVEY CONTROL
 KE0334  ___________________________________________________________________
 KE0334* NAD 83(1986)-  39 45 06.     (N)    094 51 15.     (W)     SCALED    
 KE0334* NAVD 88     -       251.238  (meters)     824.27   (feet)  ADJUSTED  
 KE0334  ___________________________________________________________________
 KE0334  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0334  DYNAMIC HT  -         251.093 (meters)     823.79  (feet)  COMP
 KE0334  MODELED GRAV-     980,040.4   (mgal)                       NAVD 88
 KE0334
 KE0334  VERT ORDER  -  SECOND    CLASS 0
 KE0334
 KE0334.The horizontal coordinates were scaled from a topographic map and have
 KE0334.an estimated accuracy of +/- 6 seconds.
 KE0334
 KE0334.The orthometric height was determined by differential leveling
 KE0334.and adjusted by the National Geodetic Survey in June 1991..
 KE0334
 KE0334.The geoid height was determined by GEOID03.
 KE0334
 KE0334.The dynamic height is computed by dividing the NAVD 88
 KE0334.geopotential number by the normal gravity value computed on the
 KE0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0334.degrees latitude (g = 980.6199 gals.).
 KE0334
 KE0334.The modeled gravity was interpolated from observed gravity values.
 KE0334
 KE0334;                    North         East    Units  Estimated Accuracy
 KE0334;SPC MO W     -   397,960.      819,650.      MT  (+/- 180 meters Scaled)
 KE0334
 KE0334                          SUPERSEDED SURVEY CONTROL
 KE0334
 KE0334  NGVD 29 (??/??/92)  251.119  (m)          823.88   (f) ADJ UNCH    2 0
 KE0334
 KE0334.Superseded values are not recommended for survey control.
 KE0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0334.See file dsdata.txt to determine how the superseded data were derived.
 KE0334
 KE0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE411018(NAD 83)
 KE0334_MARKER: P = PIPE CAP
 KE0334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0334_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0334
 KE0334  HISTORY     - Date     Condition        Report By
 KE0334  HISTORY     - 1948     MONUMENTED       CGS
 KE0334  HISTORY     - 1948     GOOD             NGS
 KE0334
 KE0334                          STATION DESCRIPTION
 KE0334
 KE0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0334'AT ST JOSEPH.
 KE0334'AT ST. JOSEPH, IN THE SOUTHWEST SECTION OF THE CITY, ABOUT
 KE0334'0.25 MILE NORTHEAST OF THE EAST END OF U.S. HIGHWAY NO. 36
 KE0334'BRIDGE OVER THE MISSOURI RIVER, ABOUT MIDWAY BETWEEN MONTEREY
 KE0334'AND DONIPHEN STREETS, ALONG BARTLETT STREET, ABOUT 250.0 FEET
 KE0334'EAST OF THE NORTHEAST CORNER OF THE CONTINENTAL OIL CO. WAREHOUSE,
 KE0334'ONE BLOCK EAST OF U.S. HIGHWAY NO. 36 AND 59, 0.15 MILE NORTH
 KE0334'OF THE HOLY ROSARY SCHOOL ON JACKSON STREET, 262.0 FEET SOUTH OF
 KE0334'THE CENTER LINE OF MONTEREY STREET, 21.0 FEET EAST OF THE CENTER
 KE0334'LINE OF BARTLETT STREET, 13.2 FEET SOUTHEAST OF THE NORTHWEST
 KE0334'CORNER OF A DRAINAGE INLET, 13.9 FEET SOUTH OF THE SOUTHWEST
 KE0334'CORNER OF A WOODEN BUILDING, 19.0 FEET SOUTHEAST OF THE MOST
 KE0334'SOUTHERLY ONE OF THREE LARGE COTTONWOOD TREES, 20.9 FEET
 KE0334'NORTH-NORTHEAST OF THE CENTER OF A FIRE HYDRANT, 6.4 FEET
 KE0334'SOUTH OF A EAST-WEST FENCE, 1.1 FEET WEST OF A REFERENCE POST.
 KE0334'SET 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AND
 KE0334'IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- THE
 KE0334'MISSOURI CULVERT AND PIPE CO. BUILDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0384 ***********************************************************************
 KE0384  DESIGNATION -  288 BOLT
 KE0384  PID         -  KE0384
 KE0384  STATE/COUNTY-  MO/BUCHANAN
 KE0384  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0384
 KE0384                         *CURRENT SURVEY CONTROL
 KE0384  ___________________________________________________________________
 KE0384* NAD 83(1986)-  39 47 30.     (N)    094 52 25.     (W)     SCALED    
 KE0384* NAVD 88     -       247.691  (meters)     812.63   (feet)  ADJUSTED  
 KE0384  ___________________________________________________________________
 KE0384  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KE0384  DYNAMIC HT  -         247.546 (meters)     812.16  (feet)  COMP
 KE0384  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 KE0384
 KE0384  VERT ORDER  -  FIRST     CLASS II
 KE0384
 KE0384.The horizontal coordinates were scaled from a topographic map and have
 KE0384.an estimated accuracy of +/- 6 seconds.
 KE0384
 KE0384.The orthometric height was determined by differential leveling
 KE0384.and adjusted by the National Geodetic Survey in June 1991..
 KE0384
 KE0384.The geoid height was determined by GEOID03.
 KE0384
 KE0384.The dynamic height is computed by dividing the NAVD 88
 KE0384.geopotential number by the normal gravity value computed on the
 KE0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0384.degrees latitude (g = 980.6199 gals.).
 KE0384
 KE0384.The modeled gravity was interpolated from observed gravity values.
 KE0384
 KE0384;                    North         East    Units  Estimated Accuracy
 KE0384;SPC MO W     -   402,400.      818,000.      MT  (+/- 180 meters Scaled)
 KE0384
 KE0384                          SUPERSEDED SURVEY CONTROL
 KE0384
 KE0384  NGVD 29 (??/??/92)  247.595  (m)          812.32   (f) ADJ UNCH    1 2
 KE0384
 KE0384.Superseded values are not recommended for survey control.
 KE0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0384.See file dsdata.txt to determine how the superseded data were derived.
 KE0384
 KE0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE395063(NAD 83)
 KE0384_MARKER: B = BOLT
 KE0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0384_SP_SET: STONE
 KE0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0384+STABILITY: SURFACE MOTION
 KE0384
 KE0384  HISTORY     - Date     Condition        Report By
 KE0384  HISTORY     - UNK      MONUMENTED       MORC
 KE0384  HISTORY     - 1948     GOOD             NGS
 KE0384  HISTORY     - 1959     MARK NOT FOUND   NGS
 KE0384
 KE0384                          STATION DESCRIPTION
 KE0384
 KE0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0384'2.9 MI N FROM ST JOSEPH.
 KE0384'2.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0384'FROM THE STATION AT ST. JOSEPH, 0.8 MILE SOUTH OF THE SOUTHEAST
 KE0384'CORNER OF THE ST. JOSEPH WATER WORKS, 351.0 FEET SOUTH OF MILEPOST
 KE0384'NO. 66, 113.0 FEET NORTH OF THE WATER WORKS SIGN POST, 25.0 FEET
 KE0384'EAST OF THE EAST RAIL OF THE MOST EASTERLY TRACK, 34.5 FEET
 KE0384'SOUTH OF THE THIRD POLE SOUTH OF THE MILEPOST, 9.0 FEET NORTH OF
 KE0384'A POINT ON THE PROJECTED CENTER LINE OF A ROAD LEADING WEST,
 KE0384'1.5 FEET NORTH OF A REFERENCE POST, ABOUT 5.0 FEET BELOW TRACK
 KE0384'LEVEL.  THE TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES
 KE0384'SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 KE0384'THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION IRON
 KE0384'CAP.  NOTE-- THE HANGAR MENTIONED AT ROSECRANS FIELD NO LONGER
 KE0384'EXISTS.  THE AIRFIELD HAS BEEN MOVED ABOUT 1.5 MILES WEST.
 KE0384
 KE0384                          STATION RECOVERY (1959)
 KE0384
 KE0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KE0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0385 ***********************************************************************
 KE0385  DESIGNATION -  288 CAP
 KE0385  PID         -  KE0385
 KE0385  STATE/COUNTY-  MO/BUCHANAN
 KE0385  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0385
 KE0385                         *CURRENT SURVEY CONTROL
 KE0385  ___________________________________________________________________
 KE0385* NAD 83(1986)-  39 47 30.     (N)    094 52 25.     (W)     SCALED    
 KE0385* NAVD 88     -       248.924  (meters)     816.68   (feet)  ADJUSTED  
 KE0385  ___________________________________________________________________
 KE0385  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KE0385  DYNAMIC HT  -         248.778 (meters)     816.20  (feet)  COMP
 KE0385  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 KE0385
 KE0385  VERT ORDER  -  FIRST     CLASS II
 KE0385
 KE0385.The horizontal coordinates were scaled from a topographic map and have
 KE0385.an estimated accuracy of +/- 6 seconds.
 KE0385
 KE0385.The orthometric height was determined by differential leveling
 KE0385.and adjusted by the National Geodetic Survey in June 1991..
 KE0385
 KE0385.The geoid height was determined by GEOID03.
 KE0385
 KE0385.The dynamic height is computed by dividing the NAVD 88
 KE0385.geopotential number by the normal gravity value computed on the
 KE0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0385.degrees latitude (g = 980.6199 gals.).
 KE0385
 KE0385.The modeled gravity was interpolated from observed gravity values.
 KE0385
 KE0385;                    North         East    Units  Estimated Accuracy
 KE0385;SPC MO W     -   402,400.      818,000.      MT  (+/- 180 meters Scaled)
 KE0385
 KE0385                          SUPERSEDED SURVEY CONTROL
 KE0385
 KE0385  NGVD 29 (??/??/92)  248.833  (m)          816.38   (f) ADJ UNCH    1 2
 KE0385
 KE0385.Superseded values are not recommended for survey control.
 KE0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0385.See file dsdata.txt to determine how the superseded data were derived.
 KE0385
 KE0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE395063(NAD 83)
 KE0385_MARKER: P = PIPE CAP
 KE0385_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0385_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0385
 KE0385  HISTORY     - Date     Condition        Report By
 KE0385  HISTORY     - UNK      MONUMENTED       MORC
 KE0385  HISTORY     - 1948     GOOD             NGS
 KE0385  HISTORY     - 1959     MARK NOT FOUND   NGS
 KE0385
 KE0385                          STATION DESCRIPTION
 KE0385
 KE0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0385'2.9 MI N FROM ST JOSEPH.
 KE0385'2.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0385'FROM THE STATION AT ST. JOSEPH, 0.8 MILE SOUTH OF THE SOUTHEAST
 KE0385'CORNER OF THE ST. JOSEPH WATER WORKS, 351.0 FEET SOUTH OF MILEPOST
 KE0385'NO. 66, 113.0 FEET NORTH OF THE WATER WORKS SIGN POST, 25.0
 KE0385'FEET EAST OF THE EAST RAIL OF MOST EASTERLY TRACK, 34.5 FEET SOUTH
 KE0385'OF THE THIRD POLE SOUTH OF THE MILEPOST, 9.0 FEET NORTH OF A POINT
 KE0385'ON THE PROJECTED CENTER LINE OF A ROAD LEADING WEST, 1.5 FEET
 KE0385'NORTH OF A REFERENCE POST, ABOUT 5.0 FEET BELOW TRACK LEVEL.  THE
 KE0385'TOP OF A MISSOURI RIVER COMMISSION IRON CAP SET ON TOP OF A 4-INCH
 KE0385'IRON PIPE AND PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE
 KE0385'HANGAR MENTIONED AT ROSECRANS FIELD NO LONGER EXISTS.  THE AIRFIELD
 KE0385'HAS BEEN MOVED ABOUT 1.5 MILES WEST.
 KE0385
 KE0385                          STATION RECOVERY (1959)
 KE0385
 KE0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KE0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0388 ***********************************************************************
 KE0388  DESIGNATION -  289 BOLT RESET
 KE0388  PID         -  KE0388
 KE0388  STATE/COUNTY-  MO/BUCHANAN
 KE0388  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0388
 KE0388                         *CURRENT SURVEY CONTROL
 KE0388  ___________________________________________________________________
 KE0388* NAD 83(1986)-  39 48 22.     (N)    094 52 29.     (W)     SCALED    
 KE0388* NAVD 88     -       251.818  (meters)     826.17   (feet)  ADJUSTED  
 KE0388  ___________________________________________________________________
 KE0388  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KE0388  DYNAMIC HT  -         251.669 (meters)     825.68  (feet)  COMP
 KE0388  MODELED GRAV-     980,031.5   (mgal)                       NAVD 88
 KE0388
 KE0388  VERT ORDER  -  FIRST     CLASS II
 KE0388
 KE0388.The horizontal coordinates were scaled from a topographic map and have
 KE0388.an estimated accuracy of +/- 6 seconds.
 KE0388
 KE0388.The orthometric height was determined by differential leveling
 KE0388.and adjusted by the National Geodetic Survey in June 1991..
 KE0388
 KE0388.The geoid height was determined by GEOID03.
 KE0388
 KE0388.The dynamic height is computed by dividing the NAVD 88
 KE0388.geopotential number by the normal gravity value computed on the
 KE0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0388.degrees latitude (g = 980.6199 gals.).
 KE0388
 KE0388.The modeled gravity was interpolated from observed gravity values.
 KE0388
 KE0388;                    North         East    Units  Estimated Accuracy
 KE0388;SPC MO W     -   404,010.      817,910.      MT  (+/- 180 meters Scaled)
 KE0388
 KE0388                          SUPERSEDED SURVEY CONTROL
 KE0388
 KE0388  NGVD 29 (??/??/92)  251.721  (m)          825.85   (f) ADJ UNCH    1 2
 KE0388
 KE0388.Superseded values are not recommended for survey control.
 KE0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0388.See file dsdata.txt to determine how the superseded data were derived.
 KE0388
 KE0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE395079(NAD 83)
 KE0388_MARKER: B = BOLT
 KE0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0388_SP_SET: WINDOW SILL
 KE0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0388
 KE0388  HISTORY     - Date     Condition        Report By
 KE0388  HISTORY     - UNK      MONUMENTED       MORC
 KE0388  HISTORY     - 1948     GOOD             NGS
 KE0388  HISTORY     - 1961     GOOD             NGS
 KE0388  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0388
 KE0388                          STATION DESCRIPTION
 KE0388
 KE0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0388'4 MI N FROM ST JOSEPH.
 KE0388'4.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0388'FROM THE STATION AT ST. JOSEPH, AT THE ST. JOSEPH WATERWORKS
 KE0388'PUMPHOUSE, SET IN ABOUT THE CENTER OF THE THIRD STONE WINDOW
 KE0388'SILL NORTH OF THE SOUTHWEST CORNER OF ENGINE ROOM, 27.2 FEET
 KE0388'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, 19.5 FEET SOUTH
 KE0388'OF THE SOUTH DOOR FACING ON THE WEST SIDE OF BUILDING, 3.4 FEET
 KE0388'ABOVE THE GROUND, 0.25 FOOT EAST OF THE WEST FACE OF THE SILL.
 KE0388
 KE0388                          STATION RECOVERY (1961)
 KE0388
 KE0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0388'RECOVERED IN GOOD CONDITION.
 KE0388
 KE0388                          STATION RECOVERY (1989)
 KE0388
 KE0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0023 ***********************************************************************
 HD0023  DESIGNATION -  29 G
 HD0023  PID         -  HD0023
 HD0023  STATE/COUNTY-  MO/TEXAS
 HD0023  USGS QUAD   -  ROBY (1982)
 HD0023
 HD0023                         *CURRENT SURVEY CONTROL
 HD0023  ___________________________________________________________________
 HD0023* NAD 83(1986)-  37 30 17.     (N)    092 13 53.     (W)     SCALED    
 HD0023* NAVD 88     -       324.221  (meters)    1063.72   (feet)  ADJUSTED  
 HD0023  ___________________________________________________________________
 HD0023  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HD0023  DYNAMIC HT  -         323.962 (meters)    1062.87  (feet)  COMP
 HD0023  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 HD0023
 HD0023  VERT ORDER  -  SECOND    CLASS 0
 HD0023
 HD0023.The horizontal coordinates were scaled from a topographic map and have
 HD0023.an estimated accuracy of +/- 6 seconds.
 HD0023
 HD0023.The orthometric height was determined by differential leveling
 HD0023.and adjusted by the National Geodetic Survey in June 1991..
 HD0023
 HD0023.The geoid height was determined by GEOID03.
 HD0023
 HD0023.The dynamic height is computed by dividing the NAVD 88
 HD0023.geopotential number by the normal gravity value computed on the
 HD0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0023.degrees latitude (g = 980.6199 gals.).
 HD0023
 HD0023.The modeled gravity was interpolated from observed gravity values.
 HD0023
 HD0023;                    North         East    Units  Estimated Accuracy
 HD0023;SPC MO C     -   185,500.      523,750.      MT  (+/- 180 meters Scaled)
 HD0023
 HD0023                          SUPERSEDED SURVEY CONTROL
 HD0023
 HD0023  NGVD 29 (??/??/92)  324.108  (m)         1063.34   (f) ADJ UNCH    2 0
 HD0023
 HD0023.Superseded values are not recommended for survey control.
 HD0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0023.See file dsdata.txt to determine how the superseded data were derived.
 HD0023
 HD0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB679511(NAD 83)
 HD0023_MARKER: DD = SURVEY DISK
 HD0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0023_STAMPING: 29 G 1931
 HD0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0023+STABILITY: SURFACE MOTION
 HD0023
 HD0023  HISTORY     - Date     Condition        Report By
 HD0023  HISTORY     - 1931     MONUMENTED       USGS
 HD0023
 HD0023                          STATION DESCRIPTION
 HD0023
 HD0023'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HD0023'0.5 MI W FROM PLATO.
 HD0023'0.5 MILE WEST ALONG OLD COUNTY ROAD D FROM PLATO, TEXAS COUNTY,
 HD0023'200 FEET EAST OF THE ROUBIDOUX CREEK FORD, AND 125 FEET WEST OF
 HD0023'THE FORK OF THE LOWER LEBANON ROAD LEADING NORTH.  A U.S.
 HD0023'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 29 G 1931 AND SET IN
 HD0023'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0396 ***********************************************************************
 KE0396  DESIGNATION -  292=9 1/2 BOLT
 KE0396  PID         -  KE0396
 KE0396  STATE/COUNTY-  MO/ANDREW
 KE0396  USGS QUAD   -  WATHENA (1961)
 KE0396
 KE0396                         *CURRENT SURVEY CONTROL
 KE0396  ___________________________________________________________________
 KE0396* NAD 83(1986)-  39 51 35.     (N)    094 52 45.     (W)     SCALED    
 KE0396* NAVD 88     -       253.031  (meters)     830.15   (feet)  ADJUSTED  
 KE0396  ___________________________________________________________________
 KE0396  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KE0396  DYNAMIC HT  -         252.885 (meters)     829.67  (feet)  COMP
 KE0396  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 KE0396
 KE0396  VERT ORDER  -  FIRST     CLASS II
 KE0396
 KE0396.The horizontal coordinates were scaled from a topographic map and have
 KE0396.an estimated accuracy of +/- 6 seconds.
 KE0396
 KE0396.The orthometric height was determined by differential leveling
 KE0396.and adjusted by the National Geodetic Survey in June 1991..
 KE0396
 KE0396.The geoid height was determined by GEOID03.
 KE0396
 KE0396.The dynamic height is computed by dividing the NAVD 88
 KE0396.geopotential number by the normal gravity value computed on the
 KE0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0396.degrees latitude (g = 980.6199 gals.).
 KE0396
 KE0396.The modeled gravity was interpolated from observed gravity values.
 KE0396
 KE0396;                    North         East    Units  Estimated Accuracy
 KE0396;SPC MO W     -   409,960.      817,560.      MT  (+/- 180 meters Scaled)
 KE0396
 KE0396                          SUPERSEDED SURVEY CONTROL
 KE0396
 KE0396  NGVD 29 (??/??/92)  252.934  (m)          829.83   (f) ADJ UNCH    1 2
 KE0396
 KE0396.Superseded values are not recommended for survey control.
 KE0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0396.See file dsdata.txt to determine how the superseded data were derived.
 KE0396
 KE0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE392138(NAD 83)
 KE0396_MARKER: B = BOLT
 KE0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0396_SP_SET: STONE
 KE0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0396+STABILITY: SURFACE MOTION
 KE0396
 KE0396  HISTORY     - Date     Condition        Report By
 KE0396  HISTORY     - UNK      MONUMENTED       MORC
 KE0396  HISTORY     - 1948     GOOD             NGS
 KE0396  HISTORY     - 1961     GOOD             NGS
 KE0396  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0396
 KE0396                          STATION DESCRIPTION
 KE0396
 KE0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0396'1.5 MI S FROM AMAZONIA.
 KE0396'1.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0396'FROM THE STATION AT AMAZONIA, 382.4 FEET EAST OF THE EAST RAIL
 KE0396'OF THE MOST EASTERLY TRACK, 44 RAILS SOUTH OF MILEPOST NO. 71,
 KE0396'229.0 FEET EAST OF THE CENTER LINE OF COUNTY ROAD K, 222.0 FEET
 KE0396'WEST OF THE WEST END OF A STEEL BRIDGE OVER DILLON CREEK, 22.0
 KE0396'FEET SOUTH OF THE CENTER LINE OF A PAVED EAST-WEST ROAD, 65.4
 KE0396'FEET SOUTHWEST OF A POWER LINE POLE WITH A METER ON THE EAST
 KE0396'SIDE OF POLE, 1.0 FOOT WEST OF A REFERENCE POST.  THE TOP OF A
 KE0396'COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET 4.0 FEET
 KE0396'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 KE0396'A MISSOURI RIVER COMMISSION IRON CAP.  NOTE-- THE WITNESS POST
 KE0396'IS GONE.
 KE0396
 KE0396                          STATION RECOVERY (1961)
 KE0396
 KE0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0396'RECOVERED IN GOOD CONDITION.
 KE0396
 KE0396                          STATION RECOVERY (1989)
 KE0396
 KE0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0396'THE PIPE WAS FOUND BENT AT A 60 DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0397 ***********************************************************************
 KE0397  DESIGNATION -  292=9 1/2 CAP
 KE0397  PID         -  KE0397
 KE0397  STATE/COUNTY-  MO/ANDREW
 KE0397  USGS QUAD   -  WATHENA (1961)
 KE0397
 KE0397                         *CURRENT SURVEY CONTROL
 KE0397  ___________________________________________________________________
 KE0397* NAD 83(1986)-  39 51 34.     (N)    094 52 44.     (W)     SCALED    
 KE0397* NAVD 88     -       254.243  (meters)     834.13   (feet)  ADJUSTED  
 KE0397  ___________________________________________________________________
 KE0397  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KE0397  DYNAMIC HT  -         254.096 (meters)     833.65  (feet)  COMP
 KE0397  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 KE0397
 KE0397  VERT ORDER  -  FIRST     CLASS II
 KE0397
 KE0397.The horizontal coordinates were scaled from a topographic map and have
 KE0397.an estimated accuracy of +/- 6 seconds.
 KE0397
 KE0397.The orthometric height was determined by differential leveling
 KE0397.and adjusted by the National Geodetic Survey in June 1991..
 KE0397
 KE0397.The geoid height was determined by GEOID03.
 KE0397
 KE0397.The dynamic height is computed by dividing the NAVD 88
 KE0397.geopotential number by the normal gravity value computed on the
 KE0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0397.degrees latitude (g = 980.6199 gals.).
 KE0397
 KE0397.The modeled gravity was interpolated from observed gravity values.
 KE0397
 KE0397;                    North         East    Units  Estimated Accuracy
 KE0397;SPC MO W     -   409,930.      817,580.      MT  (+/- 180 meters Scaled)
 KE0397
 KE0397                          SUPERSEDED SURVEY CONTROL
 KE0397
 KE0397  NGVD 29 (??/??/92)  254.145  (m)          833.81   (f) ADJ UNCH    1 2
 KE0397
 KE0397.Superseded values are not recommended for survey control.
 KE0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0397.See file dsdata.txt to determine how the superseded data were derived.
 KE0397
 KE0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE392138(NAD 83)
 KE0397_MARKER: P = PIPE CAP
 KE0397_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0397_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0397
 KE0397  HISTORY     - Date     Condition        Report By
 KE0397  HISTORY     - UNK      MONUMENTED       MORC
 KE0397  HISTORY     - 1948     GOOD             NGS
 KE0397  HISTORY     - 1961     GOOD             NGS
 KE0397  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0397
 KE0397                          STATION DESCRIPTION
 KE0397
 KE0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0397'1.5 MI S FROM AMAZONIA.
 KE0397'ABOUT 1.5 MILES SOUTH OF THE CHICAGO, BURLINGTON AND QUINCY
 KE0397'RAILROAD STATION AT AMAZONIA, ANDREW COUNTY, ABOUT 0.3 MILE
 KE0397'SOUTH OF MILEPOST 71, ABOUT 325 FEET EAST OF A RAILROAD CROSSING
 KE0397'WHICH IS 0.2 MILE NORTH OF STEEL GIRDER BRIDGE NO. 70.49, 223
 KE0397'FEET WEST OF A COUNTY ROAD BRIDGE OVER DILLON CREEK, ABOUT
 KE0397'170 FEET NORTHEAST OF THE CENTER LINE OF A PROPOSED FARM-TO-MARKET
 KE0397'ROAD TO BE BUILT BY THE STATE HIGHWAY COMMISSION, 20 FEET SOUTH
 KE0397'OF THE CENTER OF A COUNTY ROAD, 2.5 FEET SOUTH OF THE SOUTH
 KE0397'ROAD FENCE AND OPPOSITE THE SOUTHEAST CORNER OF AN ORCHARD.
 KE0397'18 INCHES SQUARE AND SET ABOUT 4 FEET UNDERGROUND, ACCESS TO
 KE0397'WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 KE0397'COMMISSION STANDARD CAP AND EXTENDING 7 INCHES ABOVE THE GROUND.
 KE0397
 KE0397                          STATION RECOVERY (1961)
 KE0397
 KE0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0397'RECOVERED IN GOOD CONDITION.
 KE0397
 KE0397                          STATION RECOVERY (1989)
 KE0397
 KE0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0397'THE PIPE WAS FOUND BENT AT A 60 DEGREE ANGLE WITH THE CAP MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0402 ***********************************************************************
 KE0402  DESIGNATION -  293 BOLT
 KE0402  PID         -  KE0402
 KE0402  STATE/COUNTY-  MO/ANDREW
 KE0402  USGS QUAD   -  AMAZONIA (1972)
 KE0402
 KE0402                         *CURRENT SURVEY CONTROL
 KE0402  ___________________________________________________________________
 KE0402* NAD 83(1986)-  39 53 10.     (N)    094 53 36.     (W)     SCALED    
 KE0402* NAVD 88     -       252.062  (meters)     826.97   (feet)  ADJUSTED  
 KE0402  ___________________________________________________________________
 KE0402  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KE0402  DYNAMIC HT  -         251.918 (meters)     826.50  (feet)  COMP
 KE0402  MODELED GRAV-     980,051.2   (mgal)                       NAVD 88
 KE0402
 KE0402  VERT ORDER  -  FIRST     CLASS II
 KE0402
 KE0402.The horizontal coordinates were scaled from a topographic map and have
 KE0402.an estimated accuracy of +/- 6 seconds.
 KE0402
 KE0402.The orthometric height was determined by differential leveling
 KE0402.and adjusted by the National Geodetic Survey in June 1991..
 KE0402
 KE0402.The geoid height was determined by GEOID03.
 KE0402
 KE0402.The dynamic height is computed by dividing the NAVD 88
 KE0402.geopotential number by the normal gravity value computed on the
 KE0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0402.degrees latitude (g = 980.6199 gals.).
 KE0402
 KE0402.The modeled gravity was interpolated from observed gravity values.
 KE0402
 KE0402;                    North         East    Units  Estimated Accuracy
 KE0402;SPC MO W     -   412,900.      816,360.      MT  (+/- 180 meters Scaled)
 KE0402
 KE0402                          SUPERSEDED SURVEY CONTROL
 KE0402
 KE0402  NGVD 29 (??/??/92)  251.966  (m)          826.66   (f) ADJ UNCH    1 2
 KE0402
 KE0402.Superseded values are not recommended for survey control.
 KE0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0402.See file dsdata.txt to determine how the superseded data were derived.
 KE0402
 KE0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE381168(NAD 83)
 KE0402_MARKER: B = BOLT
 KE0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0402_SP_SET: STONE
 KE0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0402+STABILITY: SURFACE MOTION
 KE0402
 KE0402  HISTORY     - Date     Condition        Report By
 KE0402  HISTORY     - UNK      MONUMENTED       MORC
 KE0402  HISTORY     - 1948     GOOD             NGS
 KE0402  HISTORY     - 1961     GOOD             NGS
 KE0402  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0402
 KE0402                          STATION DESCRIPTION
 KE0402
 KE0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0402'AT AMAZONIA.
 KE0402'AT AMAZONIA, ON THE WEST EDGE OF TOWN, ABOUT 225.0 FEET NORTHEAST
 KE0402'OF THE MAIN TRACK OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 KE0402'AT A PUBLIC ROAD CROSSING, 43.4 FEET NORTH OF THE NORTH RAIL
 KE0402'OF A SIDE TRACK, 27.0 FEET WEST OF THE CENTER LINE OF A COUNTY
 KE0402'ROAD, 63.0 FEET NORTHWEST OF THE INTERSECTION OF THE CENTER LINES
 KE0402'OF THE SIDE TRACK AND THE COUNTY ROAD, 27.2 FEET NORTHWEST OF
 KE0402'THE NORTH CROSSING SIGN POST, 1.3 FEET SOUTHEAST OF A REFERENCE
 KE0402'POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES
 KE0402'SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 KE0402'THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION IRON
 KE0402'CAP.  NOTE-- MARK IS ABOUT 0.3 MILE SOUTHEAST OF MILEPOST 73
 KE0402'AND ABOUT 500 FEET WEST OF BRIDGE 72.63 ON THE SIDE TRACK.
 KE0402
 KE0402                          STATION RECOVERY (1961)
 KE0402
 KE0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0402'RECOVERED IN GOOD CONDITION.
 KE0402
 KE0402                          STATION RECOVERY (1989)
 KE0402
 KE0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0403 ***********************************************************************
 KE0403  DESIGNATION -  293 CAP
 KE0403  PID         -  KE0403
 KE0403  STATE/COUNTY-  MO/ANDREW
 KE0403  USGS QUAD   -  AMAZONIA (1972)
 KE0403
 KE0403                         *CURRENT SURVEY CONTROL
 KE0403  ___________________________________________________________________
 KE0403* NAD 83(1986)-  39 53 09.     (N)    094 53 36.     (W)     SCALED    
 KE0403* NAVD 88     -       253.291  (meters)     831.01   (feet)  ADJUSTED  
 KE0403  ___________________________________________________________________
 KE0403  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KE0403  DYNAMIC HT  -         253.146 (meters)     830.53  (feet)  COMP
 KE0403  MODELED GRAV-     980,051.2   (mgal)                       NAVD 88
 KE0403
 KE0403  VERT ORDER  -  FIRST     CLASS II
 KE0403
 KE0403.The horizontal coordinates were scaled from a topographic map and have
 KE0403.an estimated accuracy of +/- 6 seconds.
 KE0403
 KE0403.The orthometric height was determined by differential leveling
 KE0403.and adjusted by the National Geodetic Survey in June 1991..
 KE0403
 KE0403.The geoid height was determined by GEOID03.
 KE0403
 KE0403.The dynamic height is computed by dividing the NAVD 88
 KE0403.geopotential number by the normal gravity value computed on the
 KE0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0403.degrees latitude (g = 980.6199 gals.).
 KE0403
 KE0403.The modeled gravity was interpolated from observed gravity values.
 KE0403
 KE0403;                    North         East    Units  Estimated Accuracy
 KE0403;SPC MO W     -   412,870.      816,360.      MT  (+/- 180 meters Scaled)
 KE0403
 KE0403                          SUPERSEDED SURVEY CONTROL
 KE0403
 KE0403  NGVD 29 (??/??/92)  253.192  (m)          830.68   (f) ADJ UNCH    1 2
 KE0403
 KE0403.Superseded values are not recommended for survey control.
 KE0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0403.See file dsdata.txt to determine how the superseded data were derived.
 KE0403
 KE0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE381168(NAD 83)
 KE0403_MARKER: P = PIPE CAP
 KE0403_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0403_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0403
 KE0403  HISTORY     - Date     Condition        Report By
 KE0403  HISTORY     - UNK      MONUMENTED       MORC
 KE0403  HISTORY     - 1948     GOOD             NGS
 KE0403  HISTORY     - 1961     GOOD             NGS
 KE0403  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0403
 KE0403                          STATION DESCRIPTION
 KE0403
 KE0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0403'AT AMAZONIA.
 KE0403'AT AMAZONIA, ANDREW COUNTY, ABOUT 1/2 MILE NORTHWEST OF THE
 KE0403'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, ABOUT 500
 KE0403'FEET WEST OF THE STEEL GIRDER BRIDGE NO. 72.63 ON THE SWITCH
 KE0403'TRACK AT THE SOUTH EDGE OF TOWN, 250 FEET NORTHEAST OF THE
 KE0403'RAILROAD CROSSING ON THE MAIN LINE TRACKS WHICH IS 0.3 MILE
 KE0403'SOUTH OF MILEPOST 73, 63 FEET NORTHWEST OF THE RAILROAD CROSSING
 KE0403'OF THE SWITCH TRACK, 46.3 FEET NORTH OF THE CENTER OF THE SWITCH
 KE0403'TRACK, 36 FEET WEST OF THE CENTER OF THE ROAD AND 13 FEET WEST
 KE0403'OF THE WEST ROAD FENCE IN A GARDEN.  SET ABOUT 4 FEET UNDERGROUND,
 KE0403'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI
 KE0403'RIVER COMMISSION STANDARD CAP WHICH IS ABOUT LEVEL WITH THE
 KE0403'SURFACE OF THE GROUND.
 KE0403
 KE0403                          STATION RECOVERY (1961)
 KE0403
 KE0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0403'RECOVERED IN GOOD CONDITION.
 KE0403
 KE0403                          STATION RECOVERY (1989)
 KE0403
 KE0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0514 ***********************************************************************
 KE0514  DESIGNATION -  298 94/3 BOLT
 KE0514  PID         -  KE0514
 KE0514  STATE/COUNTY-  MO/HOLT
 KE0514  USGS QUAD   -  FORBES (1972)
 KE0514
 KE0514                         *CURRENT SURVEY CONTROL
 KE0514  ___________________________________________________________________
 KE0514* NAD 83(1986)-  39 54 13.     (N)    095 05 12.     (W)     SCALED    
 KE0514* NAVD 88     -       260.405  (meters)     854.35   (feet)  POSTED    
 KE0514  ___________________________________________________________________
 KE0514  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KE0514  DYNAMIC HT  -         260.260 (meters)     853.87  (feet)  COMP
 KE0514  MODELED GRAV-     980,060.2   (mgal)                       NAVD 88
 KE0514
 KE0514  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KE0514
 KE0514.The horizontal coordinates were scaled from a topographic map and have
 KE0514.an estimated accuracy of +/- 6 seconds.
 KE0514
 KE0514.The orthometric height was determined by differential leveling
 KE0514.and adjusted by the National Geodetic Survey in 1992..
 KE0514.No vertical observational check was made to the station.
 KE0514.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KE0514.was located on a no-check spur therefore a value was not computed.
 KE0514
 KE0514.The geoid height was determined by GEOID03.
 KE0514
 KE0514.The dynamic height is computed by dividing the NAVD 88
 KE0514.geopotential number by the normal gravity value computed on the
 KE0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0514.degrees latitude (g = 980.6199 gals.).
 KE0514
 KE0514.The modeled gravity was interpolated from observed gravity values.
 KE0514
 KE0514;                    North         East    Units  Estimated Accuracy
 KE0514;SPC MO W     -   414,930.      799,840.      MT  (+/- 180 meters Scaled)
 KE0514
 KE0514                          SUPERSEDED SURVEY CONTROL
 KE0514
 KE0514  NGVD 29 (??/??/92)  260.321  (m)          854.07   (f) ADJ UNCH    1 2
 KE0514
 KE0514.Superseded values are not recommended for survey control.
 KE0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0514.See file dsdata.txt to determine how the superseded data were derived.
 KE0514
 KE0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE216191(NAD 83)
 KE0514_MARKER: B = BOLT
 KE0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0514_SP_SET: STONE
 KE0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0514+STABILITY: SURFACE MOTION
 KE0514
 KE0514  HISTORY     - Date     Condition        Report By
 KE0514  HISTORY     - UNK      MONUMENTED       MORC
 KE0514  HISTORY     - 1948     GOOD             NGS
 KE0514  HISTORY     - 1961     GOOD             NGS
 KE0514  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0514
 KE0514                          STATION DESCRIPTION
 KE0514
 KE0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0514'AT FORBES FROM FORBES.
 KE0514'AT FORBES, 0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND
 KE0514'QUINCY RAILROAD FROM THE STATION, 0.2 MILE WEST OF A PUBLIC
 KE0514'ROAD CROSSING JUST WEST OF THE STATION, 0.4 MILE EAST OF MILEPOST
 KE0514'NO. 84, 222.0 FEET NORTHEAST OF THE INTERSECTION OF THE CENTER
 KE0514'LINES OF A COUNTY ROAD AND A DIRT ROAD LEADING SOUTH, 41.0
 KE0514'FEET NORTH OF THE NORTH RAIL OF THE MOST NORTHERLY TRACK, 74.5
 KE0514'FEET EAST OF A TELEPHONE POLE, 51.7 FEET WEST OF A TELEPHONE
 KE0514'POLE, 7.0 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.8 FEET
 KE0514'SOUTH OF A REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED
 KE0514'IN A STONE 18-INCHES SQUARE AND SET 2.5 FEET UNDERGROUND, ACCESS
 KE0514'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 KE0514'COMMISSION IRON CAP.
 KE0514
 KE0514                          STATION RECOVERY (1961)
 KE0514
 KE0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0514'RECOVERED IN GOOD CONDITION.
 KE0514
 KE0514                          STATION RECOVERY (1989)
 KE0514
 KE0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0515 ***********************************************************************
 KE0515  DESIGNATION -  298 94/3 CAP
 KE0515  PID         -  KE0515
 KE0515  STATE/COUNTY-  MO/HOLT
 KE0515  USGS QUAD   -  FORBES (1972)
 KE0515
 KE0515                         *CURRENT SURVEY CONTROL
 KE0515  ___________________________________________________________________
 KE0515* NAD 83(1986)-  39 54 14.     (N)    095 05 11.     (W)     SCALED    
 KE0515* NAVD 88     -       261.611  (meters)     858.30   (feet)  POSTED    
 KE0515  ___________________________________________________________________
 KE0515  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KE0515  DYNAMIC HT  -         261.460 (meters)     857.81  (feet)  COMP
 KE0515  MODELED GRAV-     980,060.3   (mgal)                       NAVD 88
 KE0515
 KE0515  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KE0515
 KE0515.The horizontal coordinates were scaled from a topographic map and have
 KE0515.an estimated accuracy of +/- 6 seconds.
 KE0515
 KE0515.The orthometric height was determined by differential leveling
 KE0515.and adjusted by the National Geodetic Survey in 1992..
 KE0515.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KE0515.rate of 2.1 thru 3.0 mm/km.
 KE0515
 KE0515.The geoid height was determined by GEOID03.
 KE0515
 KE0515.The dynamic height is computed by dividing the NAVD 88
 KE0515.geopotential number by the normal gravity value computed on the
 KE0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0515.degrees latitude (g = 980.6199 gals.).
 KE0515
 KE0515.The modeled gravity was interpolated from observed gravity values.
 KE0515
 KE0515;                    North         East    Units  Estimated Accuracy
 KE0515;SPC MO W     -   414,960.      799,860.      MT  (+/- 180 meters Scaled)
 KE0515
 KE0515                          SUPERSEDED SURVEY CONTROL
 KE0515
 KE0515  NGVD 29 (??/??/92)  261.515  (m)          857.99   (f) ADJ UNCH    1 2
 KE0515
 KE0515.Superseded values are not recommended for survey control.
 KE0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0515.See file dsdata.txt to determine how the superseded data were derived.
 KE0515
 KE0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE216191(NAD 83)
 KE0515_MARKER: P = PIPE CAP
 KE0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0515_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0515
 KE0515  HISTORY     - Date     Condition        Report By
 KE0515  HISTORY     - UNK      MONUMENTED       MORC
 KE0515  HISTORY     - 1948     GOOD             NGS
 KE0515  HISTORY     - 1961     GOOD             NGS
 KE0515  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0515
 KE0515                          STATION DESCRIPTION
 KE0515
 KE0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0515'AT FORBES.
 KE0515'AT FORBES, 0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0515'RAILROAD FROM THE STATION, 0.2 MILE WEST OF A PUBLIC ROAD CROSSING
 KE0515'JUST WEST OF THE STATION, 0.4 MILE EAST OF MILEPOST NO. 84,
 KE0515'222.0 FEET NORTHEAST OF THE INTERSECTION OF THE CENTER LINES
 KE0515'OF A COUNTY ROAD AND A DIRT ROAD LEADING SOUTH, 41.0 FEET NORTH
 KE0515'OF THE NORTH RAIL OF THE MOST NORTHERLY TRACK, 74.5 FEET EAST
 KE0515'OF A TELEPHONE POLE, 51.7 FEET WEST OF A TELEPHONE POLE, 7.0
 KE0515'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.8 FEET SOUTH
 KE0515'OF A REFERENCE POST.  THE TOP OF A MISSOURI RIVER COMMISSION
 KE0515'IRON CAP SET ON TOP OF A 4-INCH IRON PIPE.  NOTE-- ABOUT 1.5
 KE0515'FEET OF THE IRON PIPE IS EXPOSED ON THE SOUTH SIDE DUE TO THE
 KE0515'EROSION OF THE RAILROAD CUT.  IRON PIPE IS LEANING SLIGHTLY TO
 KE0515'THE SOUTH.
 KE0515
 KE0515                          STATION RECOVERY (1961)
 KE0515
 KE0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0515'RECOVERED IN GOOD CONDITION.
 KE0515
 KE0515                          STATION RECOVERY (1989)
 KE0515
 KE0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0520 ***********************************************************************
 KE0520  DESIGNATION -  299 BOLT
 KE0520  PID         -  KE0520
 KE0520  STATE/COUNTY-  MO/HOLT
 KE0520  USGS QUAD   -  FORBES (1972)
 KE0520
 KE0520                         *CURRENT SURVEY CONTROL
 KE0520  ___________________________________________________________________
 KE0520* NAD 83(1986)-  39 55 05.     (N)    095 07 29.     (W)     SCALED    
 KE0520* NAVD 88     -       257.506  (meters)     844.83   (feet)  POSTED    
 KE0520  ___________________________________________________________________
 KE0520  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE0520  DYNAMIC HT  -         257.360 (meters)     844.36  (feet)  COMP
 KE0520  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 KE0520
 KE0520  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KE0520
 KE0520.The horizontal coordinates were scaled from a topographic map and have
 KE0520.an estimated accuracy of +/- 6 seconds.
 KE0520
 KE0520.The orthometric height was determined by differential leveling
 KE0520.and adjusted by the National Geodetic Survey in 1992..
 KE0520.No vertical observational check was made to the station.
 KE0520.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KE0520.was located on a no-check spur therefore a value was not computed.
 KE0520
 KE0520.The geoid height was determined by GEOID03.
 KE0520
 KE0520.The dynamic height is computed by dividing the NAVD 88
 KE0520.geopotential number by the normal gravity value computed on the
 KE0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0520.degrees latitude (g = 980.6199 gals.).
 KE0520
 KE0520.The modeled gravity was interpolated from observed gravity values.
 KE0520
 KE0520;                    North         East    Units  Estimated Accuracy
 KE0520;SPC MO W     -   416,560.      796,590.      MT  (+/- 180 meters Scaled)
 KE0520
 KE0520                          SUPERSEDED SURVEY CONTROL
 KE0520
 KE0520  NGVD 29 (??/??/92)  257.430  (m)          844.58   (f) ADJ UNCH    1 2
 KE0520
 KE0520.Superseded values are not recommended for survey control.
 KE0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0520.See file dsdata.txt to determine how the superseded data were derived.
 KE0520
 KE0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE184208(NAD 83)
 KE0520_MARKER: B = BOLT
 KE0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0520_SP_SET: STONE
 KE0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0520+STABILITY: SURFACE MOTION
 KE0520
 KE0520  HISTORY     - Date     Condition        Report By
 KE0520  HISTORY     - UNK      MONUMENTED       MORC
 KE0520  HISTORY     - 1948     GOOD             NGS
 KE0520  HISTORY     - 1961     GOOD             NGS
 KE0520  HISTORY     - 19890814 MARK NOT FOUND   NGS
 KE0520
 KE0520                          STATION DESCRIPTION
 KE0520
 KE0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0520'2.6 MI NW FROM FORBES.
 KE0520'2.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0520'RAILROAD FROM THE STATION AT FORBES, AT A PUBLIC ROAD CROSSING,
 KE0520'96.8 FEET SOUTHEAST OF THE 6TH. POLE SOUTHEAST OF MILEPOST
 KE0520'NO. 86, 70.7 FEET NORTHWEST OF THE 7TH. POLE SOUTHEAST OF THE
 KE0520'MILEPOST, 51.0 FEET WEST OF THE CENTER LINE OF THE ROAD CROSSING
 KE0520'THE TRACK, 40.0 FEET SOUTHWEST OF THE CENTER LINE OF A COUNTY
 KE0520'ROAD, 29.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MOST
 KE0520'NORTHEASTERLY TRACK, 1.3 FEET NORTHWEST OF A REFERENCE POST.
 KE0520'THE TOP OF A MISSOURI RIVER COMMISSION COPPER BOLT LEADED IN A
 KE0520'STONE 18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS
 KE0520'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 KE0520'COMMISSION IRON CAP.
 KE0520
 KE0520                          STATION RECOVERY (1961)
 KE0520
 KE0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0520'RECOVERED IN GOOD CONDITION.
 KE0520
 KE0520                          STATION RECOVERY (1989)
 KE0520
 KE0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0521 ***********************************************************************
 KE0521  DESIGNATION -  299 CAP
 KE0521  PID         -  KE0521
 KE0521  STATE/COUNTY-  MO/HOLT
 KE0521  USGS QUAD   -  FORBES (1972)
 KE0521
 KE0521                         *CURRENT SURVEY CONTROL
 KE0521  ___________________________________________________________________
 KE0521* NAD 83(1986)-  39 55 05.     (N)    095 07 29.     (W)     SCALED    
 KE0521* NAVD 88     -       258.740  (meters)     848.88   (feet)  POSTED    
 KE0521  ___________________________________________________________________
 KE0521  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE0521  DYNAMIC HT  -         258.590 (meters)     848.39  (feet)  COMP
 KE0521  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 KE0521
 KE0521  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KE0521
 KE0521.The horizontal coordinates were scaled from a topographic map and have
 KE0521.an estimated accuracy of +/- 6 seconds.
 KE0521
 KE0521.The orthometric height was determined by differential leveling
 KE0521.and adjusted by the National Geodetic Survey in 1992..
 KE0521.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KE0521.rate of 3.1 thru 4.0 mm/km.
 KE0521
 KE0521.The geoid height was determined by GEOID03.
 KE0521
 KE0521.The dynamic height is computed by dividing the NAVD 88
 KE0521.geopotential number by the normal gravity value computed on the
 KE0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0521.degrees latitude (g = 980.6199 gals.).
 KE0521
 KE0521.The modeled gravity was interpolated from observed gravity values.
 KE0521
 KE0521;                    North         East    Units  Estimated Accuracy
 KE0521;SPC MO W     -   416,560.      796,590.      MT  (+/- 180 meters Scaled)
 KE0521
 KE0521                          SUPERSEDED SURVEY CONTROL
 KE0521
 KE0521  NGVD 29 (??/??/92)  258.662  (m)          848.63   (f) ADJ UNCH    1 2
 KE0521
 KE0521.Superseded values are not recommended for survey control.
 KE0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0521.See file dsdata.txt to determine how the superseded data were derived.
 KE0521
 KE0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE184208(NAD 83)
 KE0521_MARKER: P = PIPE CAP
 KE0521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0521
 KE0521  HISTORY     - Date     Condition        Report By
 KE0521  HISTORY     - UNK      MONUMENTED       MORC
 KE0521  HISTORY     - 1952     GOOD             NGS
 KE0521  HISTORY     - 19890814 MARK NOT FOUND   NGS
 KE0521
 KE0521                          STATION DESCRIPTION
 KE0521
 KE0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KE0521'2.8 MI NW FROM FORBES.
 KE0521'ABOUT 2.8 MILES NORTHWEST OF FORBES, HOLT COUNTY, ABOUT 0.2
 KE0521'MILE SOUTHEAST OF MILEPOST 86, 6 1/2 RAILS SOUTHEAST OF A
 KE0521'SEMAPHORE, 150 FEET SOUTHWEST OF A FARMHOUSE ON THE NORTHEAST
 KE0521'SIDE OF THE ROAD, 75 FEET NORTHWEST OF A PRIVATE RAILROAD
 KE0521'CROSSING, 42 FEET SOUTHWEST OF A COUNTY ROAD, AND 32 FEET
 KE0521'NORTHEAST OF THE CENTER OF THE NORTHEAST RAILROAD TRACK.  18
 KE0521'INCHES SQUARE AND SET ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH
 KE0521'IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 KE0521'STANDARD CAP AND EXTENDING 18 INCHES ABOVE THE GROUND.
 KE0521
 KE0521                          STATION RECOVERY (1989)
 KE0521
 KE0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0507 ***********************************************************************
 JE0507  DESIGNATION -  299 CWA
 JE0507  PID         -  JE0507
 JE0507  STATE/COUNTY-  MO/BATES
 JE0507  USGS QUAD   -  MAIN CITY (1961)
 JE0507
 JE0507                         *CURRENT SURVEY CONTROL
 JE0507  ___________________________________________________________________
 JE0507* NAD 83(1986)-  38 27 16.     (N)    094 28 55.     (W)     SCALED    
 JE0507* NAVD 88     -       273.763  (meters)     898.17   (feet)  ADJUSTED  
 JE0507  ___________________________________________________________________
 JE0507  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0507  DYNAMIC HT  -         273.571 (meters)     897.54  (feet)  COMP
 JE0507  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 JE0507
 JE0507  VERT ORDER  -  SECOND    CLASS 0
 JE0507
 JE0507.The horizontal coordinates were scaled from a topographic map and have
 JE0507.an estimated accuracy of +/- 6 seconds.
 JE0507
 JE0507.The orthometric height was determined by differential leveling
 JE0507.and adjusted by the National Geodetic Survey in June 1991..
 JE0507
 JE0507.The geoid height was determined by GEOID03.
 JE0507
 JE0507.The dynamic height is computed by dividing the NAVD 88
 JE0507.geopotential number by the normal gravity value computed on the
 JE0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0507.degrees latitude (g = 980.6199 gals.).
 JE0507
 JE0507.The modeled gravity was interpolated from observed gravity values.
 JE0507
 JE0507;                    North         East    Units  Estimated Accuracy
 JE0507;SPC MO W     -   253,890.      851,580.      MT  (+/- 180 meters Scaled)
 JE0507
 JE0507                          SUPERSEDED SURVEY CONTROL
 JE0507
 JE0507  NGVD 29 (??/??/92)  273.646  (m)          897.79   (f) ADJ UNCH    2 0
 JE0507
 JE0507.Superseded values are not recommended for survey control.
 JE0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0507.See file dsdata.txt to determine how the superseded data were derived.
 JE0507
 JE0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC706572(NAD 83)
 JE0507_MARKER: DD = SURVEY DISK
 JE0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0507_STAMPING: 299 CWA 1934
 JE0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0507+STABILITY: SURFACE MOTION
 JE0507
 JE0507  HISTORY     - Date     Condition        Report By
 JE0507  HISTORY     - 1934     MONUMENTED       USGS
 JE0507  HISTORY     - 1963     GOOD             NGS
 JE0507
 JE0507                          STATION DESCRIPTION
 JE0507
 JE0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0507'10.9 MI SW FROM ARCHIE.
 JE0507'ABOUT 0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0507'THE STATION AT ARCHIE, THENCE 7.7 MILES WEST ALONG STATE ROAD A,
 JE0507'THENCE 1.05 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.1
 JE0507'MILE EAST ALONG A GRAVELED ROAD, THENCE 1.4 MILES SOUTH ALONG
 JE0507'A GRAVELED ROAD, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD,
 JE0507'OR 7.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0507'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 4.0 MILES NORTH ALONG
 JE0507'A GRAVELED ROAD, 0.2 MILE EAST OF A CONCRETE BLOCK GRAIN SILO,
 JE0507'AT A ROAD JUNCTION, 23 FEET NORTH OF THE CENTER LINE OF THE
 JE0507'ROAD, 8 1/2 FEET WEST OF THE EXTENDED CENTER LINE OF A NORTH-SOUTH
 JE0507'ROAD, 36 FEET WEST OF A POWER POLE, 14 1/2 FEET SOUTH-SOUTHWEST
 JE0507'OF A CORNER FENCE POST, 14 FEET SOUTH OF A FENCE, 1.5 FEET
 JE0507'NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JE0507'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0513 ***********************************************************************
 JC0513  DESIGNATION -  29=9/1 BOLT
 JC0513  PID         -  JC0513
 JC0513  STATE/COUNTY-  MO/ST LOUIS
 JC0513  USGS QUAD   -  CHESTERFIELD (1994)
 JC0513
 JC0513                         *CURRENT SURVEY CONTROL
 JC0513  ___________________________________________________________________
 JC0513* NAD 83(1986)-  38 39 35.     (N)    090 37 05.     (W)     SCALED    
 JC0513* NAVD 88     -       141.28   (+/-2cm)     463.5    (feet)  VERTCON   
 JC0513  ___________________________________________________________________
 JC0513  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JC0513
 JC0513  VERT ORDER  -  ? (See Below)
 JC0513
 JC0513.The horizontal coordinates were scaled from a topographic map and have
 JC0513.an estimated accuracy of +/- 6 seconds.
 JC0513
 JC0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0513.The vertical order pertains to the NGVD 29 superseded value.
 JC0513
 JC0513.The geoid height was determined by GEOID03.
 JC0513
 JC0513;                    North         East    Units  Estimated Accuracy
 JC0513;SPC MO E     -   313,670.      239,730.      MT  (+/- 180 meters Scaled)
 JC0513
 JC0513                          SUPERSEDED SURVEY CONTROL
 JC0513
 JC0513  NGVD 29 (??/??/92)  141.334  (m)          463.69   (f) ADJ UNCH    ?  
 JC0513
 JC0513.Superseded values are not recommended for survey control.
 JC0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0513.See file dsdata.txt to determine how the superseded data were derived.
 JC0513
 JC0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC072817(NAD 83)
 JC0513_MARKER: B = BOLT
 JC0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0513_SP_SET: STONE
 JC0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0513+STABILITY: SURFACE MOTION
 JC0513
 JC0513  HISTORY     - Date     Condition        Report By
 JC0513  HISTORY     - UNK      MONUMENTED       MORC
 JC0513  HISTORY     - 1934     GOOD             NGS
 JC0513
 JC0513                          STATION DESCRIPTION
 JC0513
 JC0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0513'0.5 MI S FROM GUMBO.
 JC0513'ABOUT 1/2 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0513'RAILWAY FROM GUMBO, ST. LOUIS COUNTY, 95 YARDS SOUTHWEST OF THE
 JC0513'SIGN BON HOMME AT POLE 28-31, 76 YARDS SOUTH OF A ROAD CROSSING,
 JC0513'70 FEET NORTHWEST OF THE SOUTH HEADWALL OF A CULVERT PARALLELING
 JC0513'THE PAVEMENT, 60 FEET WEST OF THE CENTERLINE OF THE PAVEMENT ON
 JC0513'KEHRS MILL ROAD, AND IN THE NORTHEAST CORNER OF A CEMETERY.  A
 JC0513'COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES SQUARE AND
 JC0513'SET ABOUT 3 FEET UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0512 ***********************************************************************
 JC0512  DESIGNATION -  29=9/1 CAP
 JC0512  PID         -  JC0512
 JC0512  STATE/COUNTY-  MO/ST LOUIS
 JC0512  USGS QUAD   -  CHESTERFIELD (1994)
 JC0512
 JC0512                         *CURRENT SURVEY CONTROL
 JC0512  ___________________________________________________________________
 JC0512* NAD 83(1986)-  38 39 35.     (N)    090 37 05.     (W)     SCALED    
 JC0512* NAVD 88     -       142.51   (+/-2cm)     467.6    (feet)  VERTCON   
 JC0512  ___________________________________________________________________
 JC0512  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JC0512
 JC0512  VERT ORDER  -  ? (See Below)
 JC0512
 JC0512.The horizontal coordinates were scaled from a topographic map and have
 JC0512.an estimated accuracy of +/- 6 seconds.
 JC0512
 JC0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0512.The vertical order pertains to the NGVD 29 superseded value.
 JC0512
 JC0512.The geoid height was determined by GEOID03.
 JC0512
 JC0512;                    North         East    Units  Estimated Accuracy
 JC0512;SPC MO E     -   313,670.      239,730.      MT  (+/- 180 meters Scaled)
 JC0512
 JC0512                          SUPERSEDED SURVEY CONTROL
 JC0512
 JC0512  NGVD 29 (??/??/92)  142.569  (m)          467.75   (f) ADJ UNCH    ?  
 JC0512
 JC0512.Superseded values are not recommended for survey control.
 JC0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0512.See file dsdata.txt to determine how the superseded data were derived.
 JC0512
 JC0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC072817(NAD 83)
 JC0512_MARKER: P = PIPE CAP
 JC0512_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0512_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0512
 JC0512  HISTORY     - Date     Condition        Report By
 JC0512  HISTORY     - UNK      MONUMENTED       MORC
 JC0512  HISTORY     - 1934     GOOD             NGS
 JC0512
 JC0512                          STATION DESCRIPTION
 JC0512
 JC0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0512'0.5 MI S FROM GUMBO.
 JC0512'ABOUT 1/2 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0512'RAILWAY FROM GUMBO, ST. LOUIS COUNTY, 95 YARDS SOUTHWEST OF THE
 JC0512'SIGN BON HOMME AT POLE 28-31, 76 YARDS SOUTH OF A ROAD CROSSING,
 JC0512'70 FEET NORTHWEST OF THE SOUTH HEADWALL OF A CULVERT PARALLELING
 JC0512'THE PAVEMENT, 60 FEET WEST OF THE CENTERLINE OF THE PAVEMENT ON
 JC0512'KEHRS MILL ROAD, AND IN THE NORTHEAST CORNER OF A CEMETERY.
 JC0512'AN IRON PIPE PROJECTING ABOUT 15 INCHES ABOVE GROUND AND BEARING
 JC0512'A MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0015 ***********************************************************************
 GE0015  DESIGNATION -  3 H
 GE0015  PID         -  GE0015
 GE0015  STATE/COUNTY-  MO/BUTLER
 GE0015  USGS QUAD   -  ROMBAUER (1966)
 GE0015
 GE0015                         *CURRENT SURVEY CONTROL
 GE0015  ___________________________________________________________________
 GE0015* NAD 83(1986)-  36 49 03.     (N)    090 18 18.     (W)     SCALED    
 GE0015* NAVD 88     -        99.15   (+/-2cm)     325.3    (feet)  VERTCON   
 GE0015  ___________________________________________________________________
 GE0015  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GE0015
 GE0015  VERT ORDER  -  ? (See Below)
 GE0015
 GE0015.The horizontal coordinates were scaled from a topographic map and have
 GE0015.an estimated accuracy of +/- 6 seconds.
 GE0015
 GE0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0015.The vertical order pertains to the NGVD 29 superseded value.
 GE0015
 GE0015.The geoid height was determined by GEOID03.
 GE0015
 GE0015;                    North         East    Units  Estimated Accuracy
 GE0015;SPC MO E     -   109,220.      267,400.      MT  (+/- 180 meters Scaled)
 GE0015
 GE0015                          SUPERSEDED SURVEY CONTROL
 GE0015
 GE0015  NGVD 29 (??/??/92)   99.164  (m)          325.34   (f) ADJ UNCH    ?  
 GE0015
 GE0015.Superseded values are not recommended for survey control.
 GE0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0015.See file dsdata.txt to determine how the superseded data were derived.
 GE0015
 GE0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA403780(NAD 83)
 GE0015_MARKER: DD = SURVEY DISK
 GE0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0015_STAMPING: 325.364 1931 3 H
 GE0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0015+STABILITY: SURFACE MOTION
 GE0015
 GE0015  HISTORY     - Date     Condition        Report By
 GE0015  HISTORY     - 1931     MONUMENTED       USGS
 GE0015  HISTORY     - 1934     GOOD             NGS
 GE0015  HISTORY     - 20020830 MARK NOT FOUND   USACE
 GE0015
 GE0015                          STATION DESCRIPTION
 GE0015
 GE0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0015'2.1 MI SW FROM ROMBAUER.
 GE0015'2.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0015'FROM THE STATION AT ROMBAUER, BUTLER COUNTY, 10-1/2 RAILS
 GE0015'NORTHEAST OF BRIDGE NO. A 188.4, 400 FEET SOUTHEAST OF A
 GE0015'FARMHOUSE, 48.5 FEET NORTHWEST OF THE CENTER OF A PRIVATE-ROAD
 GE0015'CROSSING, 16 FEET NORTHWEST OF POLE 188/9, 1 FOOT SOUTHWEST OF
 GE0015'THE SOUTHWEST END OF A GATE IN THE NORTHWEST RIGHT-OF-WAY FENCE,
 GE0015'AND 1 FOOT FROM THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 GE0015'STANDARD DISK, STAMPED 325.364 1931 3 H AND SET IN THE TOP OF A
 GE0015'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GE0015
 GE0015                          STATION RECOVERY (2002)
 GE0015
 GE0015'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0543 ***********************************************************************
 HC0543  DESIGNATION -  3 J
 HC0543  PID         -  HC0543
 HC0543  STATE/COUNTY-  MO/SHANNON
 HC0543  USGS QUAD   -  WINONA (1997)
 HC0543
 HC0543                         *CURRENT SURVEY CONTROL
 HC0543  ___________________________________________________________________
 HC0543* NAD 83(1986)-  37 05 30.     (N)    091 21 08.     (W)     SCALED    
 HC0543* NAVD 88     -       329.171  (meters)    1079.96   (feet)  POSTED    
 HC0543  ___________________________________________________________________
 HC0543  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HC0543  DYNAMIC HT  -         328.900 (meters)    1079.07  (feet)  COMP
 HC0543  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 HC0543
 HC0543  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0543
 HC0543.The horizontal coordinates were scaled from a topographic map and have
 HC0543.an estimated accuracy of +/- 6 seconds.
 HC0543
 HC0543.The orthometric height was determined by differential leveling
 HC0543.and adjusted by the National Geodetic Survey in 1992..
 HC0543.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0543.rate of 0.0 thru 1.0 mm/km.
 HC0543
 HC0543.The geoid height was determined by GEOID03.
 HC0543
 HC0543.The dynamic height is computed by dividing the NAVD 88
 HC0543.geopotential number by the normal gravity value computed on the
 HC0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0543.degrees latitude (g = 980.6199 gals.).
 HC0543
 HC0543.The modeled gravity was interpolated from observed gravity values.
 HC0543
 HC0543;                    North         East    Units  Estimated Accuracy
 HC0543;SPC MO E     -   139,970.      174,240.      MT  (+/- 180 meters Scaled)
 HC0543
 HC0543                          SUPERSEDED SURVEY CONTROL
 HC0543
 HC0543.No superseded survey control is available for this station.
 HC0543
 HC0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB464063(NAD 83)
 HC0543_MARKER: DD = SURVEY DISK
 HC0543_SETTING: 66 = SET IN ROCK OUTCROP
 HC0543_SP_SET: ROCK OUTCROP
 HC0543_STAMPING: 1080 3 J 1933
 HC0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC0543+STABILITY: POSITION/ELEVATION WELL
 HC0543
 HC0543  HISTORY     - Date     Condition        Report By
 HC0543  HISTORY     - 1933     MONUMENTED       USGS
 HC0543  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0543  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0543
 HC0543                          STATION DESCRIPTION
 HC0543
 HC0543'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 HC0543'4 MI S FROM EMINENCE.
 HC0543'4 MILES SOUTH ALONG STATE HIGHWAY 19 FROM EMINENCE, SHANNON
 HC0543'COUNTY, NEAR THE CENTER OF SEC. 14, T. 28 N., R. 4 W., 54 FEET
 HC0543'NORTH 15 DEG EAST OF THE JUNCTION OF A DIM ROAD LEADING EAST, AND
 HC0543'IN THE TOP OF A SANDSTONE OUTCROP.  A U.S. GEOLOGICAL SURVEY
 HC0543'STANDARD DISK, STAMPED 1080 3 J 1933.
 HC0543
 HC0543                          STATION RECOVERY (1977)
 HC0543
 HC0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0543'MARK NOT FOUND.
 HC0543
 HC0543                          STATION RECOVERY (1977)
 HC0543
 HC0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0353 ***********************************************************************
 GE0353  DESIGNATION -  3 J
 GE0353  PID         -  GE0353
 GE0353  STATE/COUNTY-  MO/RIPLEY
 GE0353  USGS QUAD   -  OXLY (1979)
 GE0353
 GE0353                         *CURRENT SURVEY CONTROL
 GE0353  ___________________________________________________________________
 GE0353* NAD 83(1986)-  36 35 36.     (N)    090 41 20.     (W)     SCALED    
 GE0353* NAVD 88     -        97.430  (meters)     319.65   (feet)  ADJUSTED  
 GE0353  ___________________________________________________________________
 GE0353  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GE0353  DYNAMIC HT  -          97.350 (meters)     319.39  (feet)  COMP
 GE0353  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 GE0353
 GE0353  VERT ORDER  -  FIRST     CLASS II
 GE0353
 GE0353.The horizontal coordinates were scaled from a topographic map and have
 GE0353.an estimated accuracy of +/- 6 seconds.
 GE0353
 GE0353.The orthometric height was determined by differential leveling
 GE0353.and adjusted by the National Geodetic Survey in June 1991..
 GE0353
 GE0353.The geoid height was determined by GEOID03.
 GE0353
 GE0353.The dynamic height is computed by dividing the NAVD 88
 GE0353.geopotential number by the normal gravity value computed on the
 GE0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0353.degrees latitude (g = 980.6199 gals.).
 GE0353
 GE0353.The modeled gravity was interpolated from observed gravity values.
 GE0353
 GE0353;                    North         East    Units  Estimated Accuracy
 GE0353;SPC MO E     -    84,340.      233,100.      MT  (+/- 180 meters Scaled)
 GE0353
 GE0353                          SUPERSEDED SURVEY CONTROL
 GE0353
 GE0353  NGVD 29 (??/??/92)   97.413  (m)          319.60   (f) ADJ UNCH    1 2
 GE0353
 GE0353.Superseded values are not recommended for survey control.
 GE0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0353.See file dsdata.txt to determine how the superseded data were derived.
 GE0353
 GE0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA067522(NAD 83)
 GE0353_MARKER: DD = SURVEY DISK
 GE0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0353_SP_SET: CURB
 GE0353_STAMPING: 3 J 1934 320
 GE0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0353
 GE0353  HISTORY     - Date     Condition        Report By
 GE0353  HISTORY     - 1934     MONUMENTED       USGS
 GE0353  HISTORY     - 1956     GOOD             NGS
 GE0353  HISTORY     - 20031216 MARK NOT FOUND   USACE
 GE0353
 GE0353                          STATION DESCRIPTION
 GE0353
 GE0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0353'AT OXLY.
 GE0353'AT OXLY, ALONG THE MISSOURI PACIFIC RAILROAD, 93 1/2 FEET NORTH
 GE0353'OF NORTH RAIL, 56 FEET SOUTH AND ACROSS A STREET FROM THE
 GE0353'SOUTHWEST CORNER OF J.E. ADAMS BUILDING (TWO STORY BRICK STORE
 GE0353'AND POST OFFICE BUILDING), 31 FEET SOUTH OF CENTER LINE OF
 GE0353'EAST-WEST STREET PARALLEL TO TRACK, 20 FEET SOUTH-SOUTHEAST OF A
 GE0353'36-INCH SYCAMORE TREE, 77 FEET NORTH OF TELEPHONE POLE NO.
 GE0353'191/08, IN THE TOP OF SOUTHEAST CORNER OF CONCRETE CURB OF A
 GE0353'WELL AND ABOUT 3 1/2 FEET ABOVE LEVEL OF TRACK.
 GE0353
 GE0353                          STATION RECOVERY (2003)
 GE0353
 GE0353'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 GE0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0025 ***********************************************************************
 JD0025  DESIGNATION -  3 J
 JD0025  PID         -  JD0025
 JD0025  STATE/COUNTY-  MO/BOONE
 JD0025  USGS QUAD   -  HUNTSDALE (1985)
 JD0025
 JD0025                         *CURRENT SURVEY CONTROL
 JD0025  ___________________________________________________________________
 JD0025* NAD 83(1986)-  38 59 20.     (N)    092 29 41.     (W)     SCALED    
 JD0025* NAVD 88     -       239.532  (meters)     785.86   (feet)  ADJUSTED  
 JD0025  ___________________________________________________________________
 JD0025  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JD0025  DYNAMIC HT  -         239.376 (meters)     785.35  (feet)  COMP
 JD0025  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 JD0025
 JD0025  VERT ORDER  -  SECOND    CLASS 0
 JD0025
 JD0025.The horizontal coordinates were scaled from a topographic map and have
 JD0025.an estimated accuracy of +/- 6 seconds.
 JD0025
 JD0025.The orthometric height was determined by differential leveling
 JD0025.and adjusted by the National Geodetic Survey in June 1991..
 JD0025
 JD0025.The geoid height was determined by GEOID03.
 JD0025
 JD0025.The dynamic height is computed by dividing the NAVD 88
 JD0025.geopotential number by the normal gravity value computed on the
 JD0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0025.degrees latitude (g = 980.6199 gals.).
 JD0025
 JD0025.The modeled gravity was interpolated from observed gravity values.
 JD0025
 JD0025;                    North         East    Units  Estimated Accuracy
 JD0025;SPC MO C     -   350,200.      500,460.      MT  (+/- 180 meters Scaled)
 JD0025
 JD0025                          SUPERSEDED SURVEY CONTROL
 JD0025
 JD0025  NGVD 29 (??/??/92)  239.505  (m)          785.78   (f) ADJ UNCH    2 0
 JD0025
 JD0025.Superseded values are not recommended for survey control.
 JD0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0025.See file dsdata.txt to determine how the superseded data were derived.
 JD0025
 JD0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD437156(NAD 83)
 JD0025_MARKER: DB = BENCH MARK DISK
 JD0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0025_STAMPING: 3 J 1930 785.4
 JD0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0025+STABILITY: SURFACE MOTION
 JD0025
 JD0025  HISTORY     - Date     Condition        Report By
 JD0025  HISTORY     - 1930     MONUMENTED       USGS
 JD0025  HISTORY     - 1935     GOOD             NGS
 JD0025
 JD0025                          STATION DESCRIPTION
 JD0025
 JD0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD0025'2.4 MI W FROM MIDWAY.
 JD0025'2.4 MILES WEST ALONG U.S. HIGHWAY 40 FROM MIDWAY, BOONE COUNTY,
 JD0025'AT THE CORNER OF SECTIONS 3, 4, 33 AND 34, T. 48 AND 49, R. 14,
 JD0025'AT THE JUNCTION OF A ROAD LEADING NORTH, 42 FEET FROM THE
 JD0025'CENTERLINE OF THE ROAD, AND 13 FEET NORTH OF A CORNER FENCE
 JD0025'POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JD0025'3 J 1930 785.4 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0465 ***********************************************************************
 HC0465  DESIGNATION -  3 N FENCE
 HC0465  PID         -  HC0465
 HC0465  STATE/COUNTY-  MO/DENT
 HC0465  USGS QUAD   -  SHORT BEND (1981)
 HC0465
 HC0465                         *CURRENT SURVEY CONTROL
 HC0465  ___________________________________________________________________
 HC0465* NAD 83(1986)-  37 38 15.     (N)    091 29 13.     (W)     SCALED    
 HC0465* NAVD 88     -       380.948  (meters)    1249.83   (feet)  ADJUSTED  
 HC0465  ___________________________________________________________________
 HC0465  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HC0465  DYNAMIC HT  -         380.654 (meters)    1248.86  (feet)  COMP
 HC0465  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 HC0465
 HC0465  VERT ORDER  -  SECOND    CLASS 0
 HC0465
 HC0465.The horizontal coordinates were scaled from a topographic map and have
 HC0465.an estimated accuracy of +/- 6 seconds.
 HC0465
 HC0465.The orthometric height was determined by differential leveling
 HC0465.and adjusted by the National Geodetic Survey in June 1991..
 HC0465
 HC0465.The geoid height was determined by GEOID03.
 HC0465
 HC0465.The dynamic height is computed by dividing the NAVD 88
 HC0465.geopotential number by the normal gravity value computed on the
 HC0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0465.degrees latitude (g = 980.6199 gals.).
 HC0465
 HC0465.The modeled gravity was interpolated from observed gravity values.
 HC0465
 HC0465;                    North         East    Units  Estimated Accuracy
 HC0465;SPC MO E     -   200,660.      162,890.      MT  (+/- 180 meters Scaled)
 HC0465
 HC0465                          SUPERSEDED SURVEY CONTROL
 HC0465
 HC0465  NGVD 29 (??/??/92)  380.87   (m)         1249.6    (f) COMPUTED    2 0
 HC0465
 HC0465.Superseded values are not recommended for survey control.
 HC0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0465.See file dsdata.txt to determine how the superseded data were derived.
 HC0465
 HC0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB334666(NAD 83)
 HC0465_MARKER: DD = SURVEY DISK
 HC0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0465+STABILITY: SURFACE MOTION
 HC0465
 HC0465  HISTORY     - Date     Condition        Report By
 HC0465  HISTORY     - UNK      MONUMENTED       MOGS
 HC0465  HISTORY     - 1934     GOOD             NGS
 HC0465
 HC0465                          STATION DESCRIPTION
 HC0465
 HC0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0465'2.7 MI E FROM SALEM.
 HC0465'2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE INTERSECTION OF
 HC0465'STATE HIGHWAY 19 AT SALEM, DENT COUNTY, OPPOSITE A SMALL WHITE
 HC0465'HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 96 FEET SOUTHEAST OF THE
 HC0465'CENTER OF THE GATE TO A ROAD LEADING TO A LARGE RED BARN WITH A
 HC0465'TIN ROOF, 33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 HC0465'NORTH OF THE FENCE, AND 8 FEET NORTH OF A TELEPHONE POLE.  A STATE
 HC0465'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE--
 HC0465'PREVIOUSLY DESIGNATED B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0515 ***********************************************************************
 JC0515  DESIGNATION -  30 BOLT
 JC0515  PID         -  JC0515
 JC0515  STATE/COUNTY-  MO/ST LOUIS
 JC0515  USGS QUAD   -  WELDON SPRING (1994)
 JC0515
 JC0515                         *CURRENT SURVEY CONTROL
 JC0515  ___________________________________________________________________
 JC0515* NAD 83(1986)-  38 39 24.     (N)    090 38 28.     (W)     SCALED    
 JC0515* NAVD 88     -       140.16   (+/-2cm)     459.8    (feet)  VERTCON   
 JC0515  ___________________________________________________________________
 JC0515  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC0515
 JC0515  VERT ORDER  -  ? (See Below)
 JC0515
 JC0515.The horizontal coordinates were scaled from a topographic map and have
 JC0515.an estimated accuracy of +/- 6 seconds.
 JC0515
 JC0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0515.The vertical order pertains to the NGVD 29 superseded value.
 JC0515
 JC0515.The geoid height was determined by GEOID03.
 JC0515
 JC0515;                    North         East    Units  Estimated Accuracy
 JC0515;SPC MO E     -   313,330.      237,720.      MT  (+/- 180 meters Scaled)
 JC0515
 JC0515                          SUPERSEDED SURVEY CONTROL
 JC0515
 JC0515  NGVD 29 (??/??/92)  140.219  (m)          460.04   (f) ADJ UNCH    ?  
 JC0515
 JC0515.Superseded values are not recommended for survey control.
 JC0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0515.See file dsdata.txt to determine how the superseded data were derived.
 JC0515
 JC0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC052813(NAD 83)
 JC0515_MARKER: B = BOLT
 JC0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0515_SP_SET: STONE
 JC0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0515+STABILITY: SURFACE MOTION
 JC0515
 JC0515  HISTORY     - Date     Condition        Report By
 JC0515  HISTORY     - UNK      MONUMENTED       MORC
 JC0515  HISTORY     - 1934     MARK NOT FOUND   NGS
 JC0515
 JC0515                          STATION DESCRIPTION
 JC0515
 JC0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0515'AT STEVENS.
 JC0515'AT STEVENS, ST. LOUIS COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 JC0515'PACIFIC RAILWAY, 130 FEET WEST OF A ROAD CROSSING, 110 FEET EAST
 JC0515'OF A RAIL FENCE, 45 FEET EAST OF BRIDGE 79, AT THE FOOT OF A
 JC0515'BLUFF, 50 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1-1/2
 JC0515'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT LEADED IN
 JC0515'THE TOP OF A STONE 18 INCHES SQUARE AND SET ABOUT 4 FEET UNDER
 JC0515'GROUND, ON THIS DATE THE SITE OF THIS MARK WAS REPORTED COVERED
 JC0515'BY WASH DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0514 ***********************************************************************
 JC0514  DESIGNATION -  30 CAP
 JC0514  PID         -  JC0514
 JC0514  STATE/COUNTY-  MO/ST LOUIS
 JC0514  USGS QUAD   -  WELDON SPRING (1994)
 JC0514
 JC0514                         *CURRENT SURVEY CONTROL
 JC0514  ___________________________________________________________________
 JC0514* NAD 83(1986)-  38 39 24.     (N)    090 38 28.     (W)     SCALED    
 JC0514* NAVD 88     -       141.40   (+/-2cm)     463.9    (feet)  VERTCON   
 JC0514  ___________________________________________________________________
 JC0514  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC0514
 JC0514  VERT ORDER  -  ? (See Below)
 JC0514
 JC0514.The horizontal coordinates were scaled from a topographic map and have
 JC0514.an estimated accuracy of +/- 6 seconds.
 JC0514
 JC0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0514.The vertical order pertains to the NGVD 29 superseded value.
 JC0514
 JC0514.The geoid height was determined by GEOID03.
 JC0514
 JC0514;                    North         East    Units  Estimated Accuracy
 JC0514;SPC MO E     -   313,330.      237,720.      MT  (+/- 180 meters Scaled)
 JC0514
 JC0514                          SUPERSEDED SURVEY CONTROL
 JC0514
 JC0514  NGVD 29 (??/??/92)  141.457  (m)          464.10   (f) ADJ UNCH    ?  
 JC0514
 JC0514.Superseded values are not recommended for survey control.
 JC0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0514.See file dsdata.txt to determine how the superseded data were derived.
 JC0514
 JC0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC052813(NAD 83)
 JC0514_MARKER: P = PIPE CAP
 JC0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0514
 JC0514  HISTORY     - Date     Condition        Report By
 JC0514  HISTORY     - UNK      MONUMENTED       MORC
 JC0514  HISTORY     - 1934     GOOD             NGS
 JC0514
 JC0514                          STATION DESCRIPTION
 JC0514
 JC0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0514'AT STEVENS.
 JC0514'AT STEVENS, ST. LOUIS COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 JC0514'PACIFIC RAILWAY, 130 FEET WEST OF A ROAD CROSSING, 110 FEET EAST
 JC0514'OF A RAIL FENCE, 45 FEET EAST OF BRIDGE 79, AT THE FOOT OF A
 JC0514'BLUFF, 50 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1-1/2
 JC0514'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  AN IRON PIPE BEARING A
 JC0514'MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0719 ***********************************************************************
 GE0719  DESIGNATION -  30 G
 GE0719  PID         -  GE0719
 GE0719  STATE/COUNTY-  MO/SHANNON
 GE0719  USGS QUAD   -  MONTIER (1986)
 GE0719
 GE0719                         *CURRENT SURVEY CONTROL
 GE0719  ___________________________________________________________________
 GE0719* NAD 83(1986)-  36 58 40.     (N)    091 32 52.     (W)     SCALED    
 GE0719* NAVD 88     -       327.084  (meters)    1073.11   (feet)  POSTED    
 GE0719  ___________________________________________________________________
 GE0719  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 GE0719  DYNAMIC HT  -         326.810 (meters)    1072.21  (feet)  COMP
 GE0719  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 GE0719
 GE0719  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0719
 GE0719.The horizontal coordinates were scaled from a topographic map and have
 GE0719.an estimated accuracy of +/- 6 seconds.
 GE0719
 GE0719.The orthometric height was determined by differential leveling
 GE0719.and adjusted by the National Geodetic Survey in 1992..
 GE0719.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0719.rate of 0.0 thru 1.0 mm/km.
 GE0719
 GE0719.The geoid height was determined by GEOID03.
 GE0719
 GE0719.The dynamic height is computed by dividing the NAVD 88
 GE0719.geopotential number by the normal gravity value computed on the
 GE0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0719.degrees latitude (g = 980.6199 gals.).
 GE0719
 GE0719.The modeled gravity was interpolated from observed gravity values.
 GE0719
 GE0719;                    North         East    Units  Estimated Accuracy
 GE0719;SPC MO E     -   127,500.      156,710.      MT  (+/- 180 meters Scaled)
 GE0719
 GE0719                          SUPERSEDED SURVEY CONTROL
 GE0719
 GE0719  NGVD 29 (??/??/92)  326.957  (m)         1072.69   (f) ADJ UNCH    3 0
 GE0719
 GE0719.Superseded values are not recommended for survey control.
 GE0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0719.See file dsdata.txt to determine how the superseded data were derived.
 GE0719
 GE0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA292933(NAD 83)
 GE0719_MARKER: DD = SURVEY DISK
 GE0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0719_STAMPING: 30 G 1931
 GE0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0719+STABILITY: SURFACE MOTION
 GE0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0719+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 GE0719
 GE0719  HISTORY     - Date     Condition        Report By
 GE0719  HISTORY     - 1931     MONUMENTED       USGS
 GE0719  HISTORY     - 1934     GOOD             NGS
 GE0719  HISTORY     - 20050415 GOOD             MODT
 GE0719  HISTORY     - 20060316 GOOD             MODNR
 GE0719
 GE0719                          STATION DESCRIPTION
 GE0719
 GE0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0719'1.8 MI E FROM MONTIER.
 GE0719'1.8 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0719'THE STATION AT MONTIER, SHANNON COUNTY, 525 FEET WEST OF MILEPOST
 GE0719'319, 30 FEET NORTH AND 20 FEET EAST OF A ROAD CROSSING, 2 FEET
 GE0719'NORTH OF THE RIGHT-OF-WAY, AND IN A FENCE CORNER.  A UNITED
 GE0719'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 30 G 1931 AND
 GE0719'SET IN THE TOP OF A CONCRETE POST.
 GE0719
 GE0719                          STATION RECOVERY (2005)
 GE0719
 GE0719'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2005 (RH)
 GE0719'RECOVERED IN GOOD CONDITION.
 GE0719
 GE0719                          STATION RECOVERY (2006)
 GE0719
 GE0719'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0719'THE AUTONOMOUS HAD HELD POSITIONS IS LAT  36 58 41.5 LONG  91 32 52.4.
 GE0719' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0525 ***********************************************************************
 KE0525  DESIGNATION -  300=95/2 BOLT
 KE0525  PID         -  KE0525
 KE0525  STATE/COUNTY-  MO/HOLT
 KE0525  USGS QUAD   -  OREGON (1959)
 KE0525
 KE0525                         *CURRENT SURVEY CONTROL
 KE0525  ___________________________________________________________________
 KE0525* NAD 83(1986)-  39 56 01.     (N)    095 08 51.     (W)     SCALED    
 KE0525* NAVD 88     -       258.417  (meters)     847.82   (feet)  ADJUSTED  
 KE0525  ___________________________________________________________________
 KE0525  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KE0525  DYNAMIC HT  -         258.273 (meters)     847.35  (feet)  COMP
 KE0525  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 KE0525
 KE0525  VERT ORDER  -  FIRST     CLASS II
 KE0525
 KE0525.The horizontal coordinates were scaled from a topographic map and have
 KE0525.an estimated accuracy of +/- 6 seconds.
 KE0525
 KE0525.The orthometric height was determined by differential leveling
 KE0525.and adjusted by the National Geodetic Survey in June 1991..
 KE0525
 KE0525.The geoid height was determined by GEOID03.
 KE0525
 KE0525.The dynamic height is computed by dividing the NAVD 88
 KE0525.geopotential number by the normal gravity value computed on the
 KE0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0525.degrees latitude (g = 980.6199 gals.).
 KE0525
 KE0525.The modeled gravity was interpolated from observed gravity values.
 KE0525
 KE0525;                    North         East    Units  Estimated Accuracy
 KE0525;SPC MO W     -   418,300.      794,660.      MT  (+/- 180 meters Scaled)
 KE0525
 KE0525                          SUPERSEDED SURVEY CONTROL
 KE0525
 KE0525  NGVD 29 (??/??/92)  258.347  (m)          847.59   (f) ADJ UNCH    1 2
 KE0525
 KE0525.Superseded values are not recommended for survey control.
 KE0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0525.See file dsdata.txt to determine how the superseded data were derived.
 KE0525
 KE0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE165225(NAD 83)
 KE0525_MARKER: B = BOLT
 KE0525_SETTING: 0 = UNSPECIFIED SETTING
 KE0525_MARK LOGO: NONE  
 KE0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0525+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1989
 KE0525
 KE0525  HISTORY     - Date     Condition        Report By
 KE0525  HISTORY     - UNK      MONUMENTED       MORC
 KE0525  HISTORY     - 1948     GOOD             NGS
 KE0525  HISTORY     - 1961     GOOD             NGS
 KE0525  HISTORY     - 19890814 SEE DESCRIPTION  NGS
 KE0525
 KE0525                          STATION DESCRIPTION
 KE0525
 KE0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0525'4 MI SE FROM FOREST CITY.
 KE0525'4.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0525'RAILROAD FROM THE STATION AT FOREST CITY, 0.5 MILE SOUTHEAST
 KE0525'OF THE CURZON SETTLEMENT AND BENCH MARK U 210, AT THE FOOT OF A
 KE0525'BLUFF, 114.0 FEET EAST OF THE NORTHEAST END OF THE SOUTHEAST
 KE0525'ABUTMENT OF BRIDGE NO. 87.46, 111.0 FEET NORTHEAST OF THE
 KE0525'NORTHEAST RAIL OF THE MOST NORTHEASTERLY TRACK, 87.5 FEET
 KE0525'EAST-SOUTHEAST OF THE EAST CORNER OF A STEEL BRIDGE FOR THE COUNTY
 KE0525'ROAD, 54.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 29.0
 KE0525'FEET NORTHEAST OF THE NORTHEAST ROAD RIGHT-OF-WAY FENCE, 0.1
 KE0525'MILE SOUTHEAST OF A RED BARN ON THE NORTHEAST SIDE OF ROAD,
 KE0525'1.0 FOOT SOUTHWEST OF A REFERENCE POST.  THE TOP OF A COPPER
 KE0525'BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET 4.0 FEET
 KE0525'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 KE0525'A MISSOURI RIVER COMMISSION IRON CAP.
 KE0525
 KE0525                          STATION RECOVERY (1961)
 KE0525
 KE0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0525'RECOVERED IN GOOD CONDITION.
 KE0525
 KE0525                          STATION RECOVERY (1989)
 KE0525
 KE0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0525'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0526 ***********************************************************************
 KE0526  DESIGNATION -  300=95/2 CAP
 KE0526  PID         -  KE0526
 KE0526  STATE/COUNTY-  MO/HOLT
 KE0526  USGS QUAD   -  OREGON (1959)
 KE0526
 KE0526                         *CURRENT SURVEY CONTROL
 KE0526  ___________________________________________________________________
 KE0526* NAD 83(1986)-  39 56 00.     (N)    095 08 51.     (W)     SCALED    
 KE0526* NAVD 88     -       259.630  (meters)     851.80   (feet)  ADJUSTED  
 KE0526  ___________________________________________________________________
 KE0526  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KE0526  DYNAMIC HT  -         259.485 (meters)     851.33  (feet)  COMP
 KE0526  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 KE0526
 KE0526  VERT ORDER  -  FIRST     CLASS II
 KE0526
 KE0526.The horizontal coordinates were scaled from a topographic map and have
 KE0526.an estimated accuracy of +/- 6 seconds.
 KE0526
 KE0526.The orthometric height was determined by differential leveling
 KE0526.and adjusted by the National Geodetic Survey in June 1991..
 KE0526
 KE0526.The geoid height was determined by GEOID03.
 KE0526
 KE0526.The dynamic height is computed by dividing the NAVD 88
 KE0526.geopotential number by the normal gravity value computed on the
 KE0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0526.degrees latitude (g = 980.6199 gals.).
 KE0526
 KE0526.The modeled gravity was interpolated from observed gravity values.
 KE0526
 KE0526;                    North         East    Units  Estimated Accuracy
 KE0526;SPC MO W     -   418,270.      794,660.      MT  (+/- 180 meters Scaled)
 KE0526
 KE0526                          SUPERSEDED SURVEY CONTROL
 KE0526
 KE0526  NGVD 29 (??/??/92)  259.560  (m)          851.57   (f) ADJ UNCH    1 2
 KE0526
 KE0526.Superseded values are not recommended for survey control.
 KE0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0526.See file dsdata.txt to determine how the superseded data were derived.
 KE0526
 KE0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE165225(NAD 83)
 KE0526_MARKER: P = PIPE CAP
 KE0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0526_SP_SET: METAL PIPE IMBEDDED IN GROUND
 KE0526_MARK LOGO: MORC  
 KE0526_PROJECTION: PROJECTING 5 CENTIMETERS
 KE0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0526+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1989
 KE0526_ROD/PIPE-DEPTH: 1.3  meters
 KE0526
 KE0526  HISTORY     - Date     Condition        Report By
 KE0526  HISTORY     - UNK      MONUMENTED       MORC
 KE0526  HISTORY     - 1948     GOOD             NGS
 KE0526  HISTORY     - 1961     GOOD             NGS
 KE0526  HISTORY     - 19890814 POOR             NGS
 KE0526
 KE0526                          STATION DESCRIPTION
 KE0526
 KE0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0526'4 MI SE FROM FOREST CITY.
 KE0526'4.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0526'RAILROAD FROM THE STATION AT FOREST CITY, 0.5 MILE SOUTHEAST
 KE0526'OF THE CURZON SETTLEMENT AND BENCH MARK U 210, AT THE FOOT
 KE0526'OF A BLUFF, 114.0 FEET EAST OF THE NORTHEAST END OF THE SOUTHEAST
 KE0526'ABUTMENT OF BRIDGE NO. 87.46, 111.0 FEET NORTHEAST OF THE
 KE0526'NORTHEAST RAIL OF THE MOST NORTHEASTERLY TRACK, 87.5 FEET
 KE0526'EAST-SOUTHEAST OF THE EAST CORNER OF A STEEL BRIDGE FOR THE
 KE0526'COUNTY ROAD, 54.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 KE0526'ROAD, 29.0 FEET NORTHEAST OF THE NORTHEAST ROAD RIGHT-OF-WAY
 KE0526'FENCE, 0.1 MILE SOUTHEAST OF A RED BARN ON THE NORTHEAST SIDE
 KE0526'OF ROAD, 1.0 FOOT SOUTHWEST OF A REFERENCE POST.  THE TOP OF A
 KE0526'MISSOURI RIVER COMMISSION IRON CAP SET IN TOP OF A 4-INCH
 KE0526'IRON PIPE AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KE0526
 KE0526                          STATION RECOVERY (1961)
 KE0526
 KE0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0526'RECOVERED IN GOOD CONDITION.
 KE0526
 KE0526                          STATION RECOVERY (1989)
 KE0526
 KE0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0526'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0535 ***********************************************************************
 KE0535  DESIGNATION -  302
 KE0535  PID         -  KE0535
 KE0535  STATE/COUNTY-  MO/HOLT
 KE0535  USGS QUAD   -  OREGON (1959)
 KE0535
 KE0535                         *CURRENT SURVEY CONTROL
 KE0535  ___________________________________________________________________
 KE0535* NAD 83(1986)-  39 58 53.     (N)    095 11 35.     (W)     SCALED    
 KE0535* NAVD 88     -       261.694  (meters)     858.57   (feet)  ADJUSTED  
 KE0535  ___________________________________________________________________
 KE0535  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KE0535  DYNAMIC HT  -         261.549 (meters)     858.10  (feet)  COMP
 KE0535  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 KE0535
 KE0535  VERT ORDER  -  FIRST     CLASS II
 KE0535
 KE0535.The horizontal coordinates were scaled from a topographic map and have
 KE0535.an estimated accuracy of +/- 6 seconds.
 KE0535
 KE0535.The orthometric height was determined by differential leveling
 KE0535.and adjusted by the National Geodetic Survey in June 1991..
 KE0535
 KE0535.The geoid height was determined by GEOID03.
 KE0535
 KE0535.The dynamic height is computed by dividing the NAVD 88
 KE0535.geopotential number by the normal gravity value computed on the
 KE0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0535.degrees latitude (g = 980.6199 gals.).
 KE0535
 KE0535.The modeled gravity was interpolated from observed gravity values.
 KE0535
 KE0535;                    North         East    Units  Estimated Accuracy
 KE0535;SPC MO W     -   423,630.      790,800.      MT  (+/- 180 meters Scaled)
 KE0535
 KE0535                          SUPERSEDED SURVEY CONTROL
 KE0535
 KE0535  NGVD 29 (??/??/92)  261.622  (m)          858.34   (f) ADJ UNCH    1 2
 KE0535
 KE0535.Superseded values are not recommended for survey control.
 KE0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0535.See file dsdata.txt to determine how the superseded data were derived.
 KE0535
 KE0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE127279(NAD 83)
 KE0535_MARKER: B = BOLT
 KE0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0535_SP_SET: WATER TABLE
 KE0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0535
 KE0535  HISTORY     - Date     Condition        Report By
 KE0535  HISTORY     - UNK      MONUMENTED       MORC
 KE0535  HISTORY     - 1948     GOOD             NGS
 KE0535  HISTORY     - 1959     GOOD             NGS
 KE0535  HISTORY     - 19890814 MARK NOT FOUND   NGS
 KE0535
 KE0535                          STATION DESCRIPTION
 KE0535
 KE0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0535'AT FOREST CITY.
 KE0535'AT FOREST CITY, ON THE OUTSIDE OF A CURVE IN STATE HIGHWAY
 KE0535'NO. 111 WITH TANGENTS LEADING EAST AND NORTHWEST, IN THE WATER
 KE0535'TABLE OF THE BUILDING NOW OCCUPIED BY THE HY-KLAS FOOD STORE
 KE0535'AND LOCKER SERVICE, 8.4 FEET EAST OF THE NORTHWEST CORNER OF
 KE0535'THE BUILDING, 5.6 FEET WEST OF THE CENTER LINE OF THE MAIN
 KE0535'OR NORTH ENTRANCE, 0.5 FOOT ABOVE THE SIDEWALK, 0.35 FOOT WEST
 KE0535'OF THE WEST SIDE OF A STONE PILLAR ON THE WEST SIDE OF THE
 KE0535'MAIN ENTRANCE.  A MISSOURI RIVER COMMISSION COPPER BOLT LEADED
 KE0535'IN THE STONE WATER TABLE.
 KE0535
 KE0535                          STATION RECOVERY (1959)
 KE0535
 KE0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KE0535'RECOVERED IN GOOD CONDITION.
 KE0535
 KE0535                          STATION RECOVERY (1989)
 KE0535
 KE0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0535'THE BUILDING HAS A NEW BRICK FRONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0354 ***********************************************************************
 LF0354  DESIGNATION -  304 BOLT
 LF0354  PID         -  LF0354
 LF0354  STATE/COUNTY-  MO/HOLT
 LF0354  USGS QUAD   -  BIG LAKE (1981)
 LF0354
 LF0354                         *CURRENT SURVEY CONTROL
 LF0354  ___________________________________________________________________
 LF0354* NAD 83(1986)-  40 02 54.     (N)    095 15 22.     (W)     SCALED    
 LF0354* NAVD 88     -       258.139  (meters)     846.91   (feet)  ADJUSTED  
 LF0354  ___________________________________________________________________
 LF0354  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 LF0354  DYNAMIC HT  -         257.996 (meters)     846.44  (feet)  COMP
 LF0354  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 LF0354
 LF0354  VERT ORDER  -  FIRST     CLASS II
 LF0354
 LF0354.The horizontal coordinates were scaled from a topographic map and have
 LF0354.an estimated accuracy of +/- 6 seconds.
 LF0354
 LF0354.The orthometric height was determined by differential leveling
 LF0354.and adjusted by the National Geodetic Survey in June 1991..
 LF0354
 LF0354.The geoid height was determined by GEOID03.
 LF0354
 LF0354.The dynamic height is computed by dividing the NAVD 88
 LF0354.geopotential number by the normal gravity value computed on the
 LF0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0354.degrees latitude (g = 980.6199 gals.).
 LF0354
 LF0354.The modeled gravity was interpolated from observed gravity values.
 LF0354
 LF0354;                    North         East    Units  Estimated Accuracy
 LF0354;SPC MO W     -   431,110.      785,480.      MT  (+/- 180 meters Scaled)
 LF0354
 LF0354                          SUPERSEDED SURVEY CONTROL
 LF0354
 LF0354  NGVD 29 (??/??/92)  258.06   (m)          846.7    (f) COMPUTED    1 2
 LF0354
 LF0354.Superseded values are not recommended for survey control.
 LF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0354.See file dsdata.txt to determine how the superseded data were derived.
 LF0354
 LF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE075355(NAD 83)
 LF0354_MARKER: B = BOLT
 LF0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0354_SP_SET: STONE
 LF0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0354+STABILITY: SURFACE MOTION
 LF0354
 LF0354  HISTORY     - Date     Condition        Report By
 LF0354  HISTORY     - UNK      MONUMENTED       MORC
 LF0354  HISTORY     - 1948     GOOD             NGS
 LF0354  HISTORY     - 1959     GOOD             NGS
 LF0354
 LF0354                          STATION DESCRIPTION
 LF0354
 LF0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0354'AT NAPIER.
 LF0354'AT NAPIER, 144.5 FEET EAST-SOUTHEAST OF THE EAST CORNER OF THE
 LF0354'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 56.5 FEET
 LF0354'NORTHEAST OF THE FIRST SIGNAL LIGHT SOUTHEAST OF THE STATION,
 LF0354'29.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MOST NORTHEASTERLY
 LF0354'TRACK, 13.1 FEET NORTH-NORTHEAST OF THE SECOND TELEPHONE POLE
 LF0354'SOUTHEAST OF THE STATION, 2.0 FEET SOUTHWEST OF A REFERENCE POST,
 LF0354'1.4 FEET NORTHEAST OF A 3/4-INCH IRON PIPE PAINTED RED AND WHITE,
 LF0354'ABOUT 4.0 FEET BELOW TRACK LEVEL AND ABOUT 1.0 FOOT BELOW
 LF0354'GROUND LEVEL.  THE TOP OF A COPPER BOLT LEADED IN A STONE
 LF0354'18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH IS
 LF0354'HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 LF0354'STANDARD CAP.
 LF0354
 LF0354                          STATION RECOVERY (1959)
 LF0354
 LF0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0468 ***********************************************************************
 LF0468  DESIGNATION -  304 C BOLT
 LF0468  PID         -  LF0468
 LF0468  STATE/COUNTY-  MO/HOLT
 LF0468  USGS QUAD   -  RULO (1965)
 LF0468
 LF0468                         *CURRENT SURVEY CONTROL
 LF0468  ___________________________________________________________________
 LF0468* NAD 83(1986)-  40 03 44.     (N)    095 23 30.     (W)     SCALED    
 LF0468* NAVD 88     -       260.916  (meters)     856.02   (feet)  ADJUSTED  
 LF0468  ___________________________________________________________________
 LF0468  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LF0468  DYNAMIC HT  -         260.772 (meters)     855.55  (feet)  COMP
 LF0468  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 LF0468
 LF0468  VERT ORDER  -  SECOND    CLASS 0
 LF0468
 LF0468.The horizontal coordinates were scaled from a topographic map and have
 LF0468.an estimated accuracy of +/- 6 seconds.
 LF0468
 LF0468.The orthometric height was determined by differential leveling
 LF0468.and adjusted by the National Geodetic Survey in June 1991..
 LF0468
 LF0468.The geoid height was determined by GEOID03.
 LF0468
 LF0468.The dynamic height is computed by dividing the NAVD 88
 LF0468.geopotential number by the normal gravity value computed on the
 LF0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0468.degrees latitude (g = 980.6199 gals.).
 LF0468
 LF0468.The modeled gravity was interpolated from observed gravity values.
 LF0468
 LF0468;                    North         East    Units  Estimated Accuracy
 LF0468;SPC MO W     -   432,760.      773,930.      MT  (+/- 180 meters Scaled)
 LF0468
 LF0468                          SUPERSEDED SURVEY CONTROL
 LF0468
 LF0468  NGVD 29 (??/??/92)  260.85   (m)          855.8    (f) COMPUTED    2 0
 LF0468
 LF0468.Superseded values are not recommended for survey control.
 LF0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0468.See file dsdata.txt to determine how the superseded data were derived.
 LF0468
 LF0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE960374(NAD 83)
 LF0468_MARKER: B = BOLT
 LF0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0468_SP_SET: STONE
 LF0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0468+STABILITY: SURFACE MOTION
 LF0468
 LF0468  HISTORY     - Date     Condition        Report By
 LF0468  HISTORY     - UNK      MONUMENTED       MORC
 LF0468  HISTORY     - 1948     GOOD             NGS
 LF0468  HISTORY     - 1959     GOOD             NGS
 LF0468
 LF0468                          STATION DESCRIPTION
 LF0468
 LF0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0468'2.1 MI NE FROM RULO.
 LF0468'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0468'FROM THE STATION AT RULO, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD,
 LF0468'42.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE,
 LF0468'28.0 FEET SOUTH OF A CORNER FENCE POST, 20.0 FEET WEST OF THE
 LF0468'CENTER LINE OF THE ROAD, 5.5 FEET EAST OF A FENCE, 1.5 FEET SOUTH
 LF0468'OF A REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE
 LF0468'18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH IS
 LF0468'HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD
 LF0468'CAP.
 LF0468
 LF0468                          STATION RECOVERY (1959)
 LF0468
 LF0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0467 ***********************************************************************
 LF0467  DESIGNATION -  304 C CAP
 LF0467  PID         -  LF0467
 LF0467  STATE/COUNTY-  MO/HOLT
 LF0467  USGS QUAD   -  RULO (1965)
 LF0467
 LF0467                         *CURRENT SURVEY CONTROL
 LF0467  ___________________________________________________________________
 LF0467* NAD 83(1986)-  40 03 44.     (N)    095 23 30.     (W)     SCALED    
 LF0467* NAVD 88     -       262.152  (meters)     860.08   (feet)  ADJUSTED  
 LF0467  ___________________________________________________________________
 LF0467  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LF0467  DYNAMIC HT  -         262.008 (meters)     859.60  (feet)  COMP
 LF0467  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 LF0467
 LF0467  VERT ORDER  -  SECOND    CLASS 0
 LF0467
 LF0467.The horizontal coordinates were scaled from a topographic map and have
 LF0467.an estimated accuracy of +/- 6 seconds.
 LF0467
 LF0467.The orthometric height was determined by differential leveling
 LF0467.and adjusted by the National Geodetic Survey in June 1991..
 LF0467
 LF0467.The geoid height was determined by GEOID03.
 LF0467
 LF0467.The dynamic height is computed by dividing the NAVD 88
 LF0467.geopotential number by the normal gravity value computed on the
 LF0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0467.degrees latitude (g = 980.6199 gals.).
 LF0467
 LF0467.The modeled gravity was interpolated from observed gravity values.
 LF0467
 LF0467;                    North         East    Units  Estimated Accuracy
 LF0467;SPC MO W     -   432,760.      773,930.      MT  (+/- 180 meters Scaled)
 LF0467
 LF0467                          SUPERSEDED SURVEY CONTROL
 LF0467
 LF0467  NGVD 29 (??/??/92)  262.09   (m)          859.9    (f) COMPUTED    2 0
 LF0467
 LF0467.Superseded values are not recommended for survey control.
 LF0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0467.See file dsdata.txt to determine how the superseded data were derived.
 LF0467
 LF0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE960374(NAD 83)
 LF0467_MARKER: P = PIPE CAP
 LF0467_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0467_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0467
 LF0467  HISTORY     - Date     Condition        Report By
 LF0467  HISTORY     - UNK      MONUMENTED       MORC
 LF0467  HISTORY     - 1948     GOOD             NGS
 LF0467  HISTORY     - 1959     GOOD             NGS
 LF0467
 LF0467                          STATION DESCRIPTION
 LF0467
 LF0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0467'2.1 MI NE FROM RULO.
 LF0467'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0467'FROM THE STATION AT RULO, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD,
 LF0467'42.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 28.0
 LF0467'FEET SOUTH OF A CORNER FENCE POST, 20.0 FEET WEST OF THE CENTER
 LF0467'LINE OF THE ROAD, 5.5 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A
 LF0467'REFERENCE POST, PROJECTING 0.4 FOOT ABOVE THE GROUND.  THE TOP
 LF0467'OF A MISSOURI RIVER COMMISION STANDARD CAP.
 LF0467
 LF0467                          STATION RECOVERY (1959)
 LF0467
 LF0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0353 ***********************************************************************
 LF0353  DESIGNATION -  304 CAP
 LF0353  PID         -  LF0353
 LF0353  STATE/COUNTY-  MO/HOLT
 LF0353  USGS QUAD   -  BIG LAKE (1981)
 LF0353
 LF0353                         *CURRENT SURVEY CONTROL
 LF0353  ___________________________________________________________________
 LF0353* NAD 83(1986)-  40 02 53.     (N)    095 15 22.     (W)     SCALED    
 LF0353* NAVD 88     -       259.380  (meters)     850.98   (feet)  ADJUSTED  
 LF0353  ___________________________________________________________________
 LF0353  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 LF0353  DYNAMIC HT  -         259.236 (meters)     850.51  (feet)  COMP
 LF0353  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 LF0353
 LF0353  VERT ORDER  -  FIRST     CLASS II
 LF0353
 LF0353.The horizontal coordinates were scaled from a topographic map and have
 LF0353.an estimated accuracy of +/- 6 seconds.
 LF0353
 LF0353.The orthometric height was determined by differential leveling
 LF0353.and adjusted by the National Geodetic Survey in June 1991..
 LF0353
 LF0353.The geoid height was determined by GEOID03.
 LF0353
 LF0353.The dynamic height is computed by dividing the NAVD 88
 LF0353.geopotential number by the normal gravity value computed on the
 LF0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0353.degrees latitude (g = 980.6199 gals.).
 LF0353
 LF0353.The modeled gravity was interpolated from observed gravity values.
 LF0353
 LF0353;                    North         East    Units  Estimated Accuracy
 LF0353;SPC MO W     -   431,080.      785,480.      MT  (+/- 180 meters Scaled)
 LF0353
 LF0353                          SUPERSEDED SURVEY CONTROL
 LF0353
 LF0353  NGVD 29 (??/??/92)  259.30   (m)          850.7    (f) COMPUTED    1 2
 LF0353
 LF0353.Superseded values are not recommended for survey control.
 LF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0353.See file dsdata.txt to determine how the superseded data were derived.
 LF0353
 LF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE075355(NAD 83)
 LF0353_MARKER: P = PIPE CAP
 LF0353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0353
 LF0353  HISTORY     - Date     Condition        Report By
 LF0353  HISTORY     - UNK      MONUMENTED       MORC
 LF0353  HISTORY     - 1948     GOOD             NGS
 LF0353  HISTORY     - 1959     GOOD             NGS
 LF0353
 LF0353                          STATION DESCRIPTION
 LF0353
 LF0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0353'AT NAPIER.
 LF0353'AT NAPIER, 144.5 FEET EAST-SOUTHEAST OF THE EAST CORNER OF THE
 LF0353'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 56.5 FEET
 LF0353'NORTHEAST OF THE FIRST SIGNAL LIGHT SOUTHEAST OF THE STATION,
 LF0353'29.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MOST
 LF0353'NORTHEASTERLY TRACK, 13.1 FEET NORTH-NORTHEAST OF THE SECOND
 LF0353'TELEPHONE POLE SOUTHEAST OF THE STATION, 2.0 FEET SOUTHWEST OF
 LF0353'A REFERENCE POST, 1.4 FEET NORTHEAST OF A 3/4-INCH IRON PIPE
 LF0353'PAINTED RED AND WHITE, ABOUT 4.0 FEET BELOW TRACK LEVEL AND ABOUT
 LF0353'1.0 FOOT BELOW GROUND LEVEL.  A MISSOURI RIVER COMMISSION
 LF0353'STANDARD CAP.
 LF0353
 LF0353                          STATION RECOVERY (1959)
 LF0353
 LF0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0765 ***********************************************************************
 JE0765  DESIGNATION -  305
 JE0765  PID         -  JE0765
 JE0765  STATE/COUNTY-  MO/BATES
 JE0765  USGS QUAD   -  WORLAND (1991)
 JE0765
 JE0765                         *CURRENT SURVEY CONTROL
 JE0765  ___________________________________________________________________
 JE0765* NAD 83(1986)-  38 11 29.     (N)    094 35 31.     (W)     SCALED    
 JE0765* NAVD 88     -       251.373  (meters)     824.71   (feet)  ADJUSTED  
 JE0765  ___________________________________________________________________
 JE0765  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JE0765  DYNAMIC HT  -         251.192 (meters)     824.12  (feet)  COMP
 JE0765  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 JE0765
 JE0765  VERT ORDER  -  SECOND    CLASS 0
 JE0765
 JE0765.The horizontal coordinates were scaled from a topographic map and have
 JE0765.an estimated accuracy of +/- 6 seconds.
 JE0765
 JE0765.The orthometric height was determined by differential leveling
 JE0765.and adjusted by the National Geodetic Survey in June 1991..
 JE0765
 JE0765.The geoid height was determined by GEOID03.
 JE0765
 JE0765.The dynamic height is computed by dividing the NAVD 88
 JE0765.geopotential number by the normal gravity value computed on the
 JE0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0765.degrees latitude (g = 980.6199 gals.).
 JE0765
 JE0765.The modeled gravity was interpolated from observed gravity values.
 JE0765
 JE0765;                    North         East    Units  Estimated Accuracy
 JE0765;SPC MO W     -   224,700.      841,950.      MT  (+/- 180 meters Scaled)
 JE0765
 JE0765                          SUPERSEDED SURVEY CONTROL
 JE0765
 JE0765  NGVD 29 (??/??/92)  251.24   (m)          824.3    (f) COMPUTED    2 0
 JE0765
 JE0765.Superseded values are not recommended for survey control.
 JE0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0765.See file dsdata.txt to determine how the superseded data were derived.
 JE0765
 JE0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC605282(NAD 83)
 JE0765_MARKER: N = NAIL
 JE0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0765_SP_SET: MILEPOST
 JE0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0765
 JE0765  HISTORY     - Date     Condition        Report By
 JE0765  HISTORY     - UNK      MONUMENTED       MPRR
 JE0765  HISTORY     - 1934     GOOD             NGS
 JE0765  HISTORY     - 1963     MARK NOT FOUND   NGS
 JE0765
 JE0765                          STATION DESCRIPTION
 JE0765
 JE0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE0765'0.2 MI W FROM WORLAND.
 JE0765'0.2 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM WORLAND,
 JE0765'BATES COUNTY, AND IN THE TOP OF OLD CONCRETE MILEPOST 305.  A
 JE0765'COPPER NAIL.
 JE0765
 JE0765                          STATION RECOVERY (1963)
 JE0765
 JE0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0361 ***********************************************************************
 LF0361  DESIGNATION -  306 BOLT
 LF0361  PID         -  LF0361
 LF0361  STATE/COUNTY-  MO/HOLT
 LF0361  USGS QUAD   -  BIG LAKE (1981)
 LF0361
 LF0361                         *CURRENT SURVEY CONTROL
 LF0361  ___________________________________________________________________
 LF0361* NAD 83(1986)-  40 06 33.     (N)    095 17 16.     (W)     SCALED    
 LF0361* NAVD 88     -       260.544  (meters)     854.80   (feet)  ADJUSTED  
 LF0361  ___________________________________________________________________
 LF0361  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LF0361  DYNAMIC HT  -         260.402 (meters)     854.34  (feet)  COMP
 LF0361  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 LF0361
 LF0361  VERT ORDER  -  FIRST     CLASS II
 LF0361
 LF0361.The horizontal coordinates were scaled from a topographic map and have
 LF0361.an estimated accuracy of +/- 6 seconds.
 LF0361
 LF0361.The orthometric height was determined by differential leveling
 LF0361.and adjusted by the National Geodetic Survey in June 1991..
 LF0361
 LF0361.The geoid height was determined by GEOID03.
 LF0361
 LF0361.The dynamic height is computed by dividing the NAVD 88
 LF0361.geopotential number by the normal gravity value computed on the
 LF0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0361.degrees latitude (g = 980.6199 gals.).
 LF0361
 LF0361.The modeled gravity was interpolated from observed gravity values.
 LF0361
 LF0361;                    North         East    Units  Estimated Accuracy
 LF0361;SPC MO W     -   437,890.      782,840.      MT  (+/- 180 meters Scaled)
 LF0361
 LF0361                          SUPERSEDED SURVEY CONTROL
 LF0361
 LF0361  NGVD 29 (??/??/92)  260.472  (m)          854.57   (f) ADJ UNCH    1 2
 LF0361
 LF0361.Superseded values are not recommended for survey control.
 LF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0361.See file dsdata.txt to determine how the superseded data were derived.
 LF0361
 LF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE050423(NAD 83)
 LF0361_MARKER: B = BOLT
 LF0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0361_SP_SET: STONE
 LF0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0361+STABILITY: SURFACE MOTION
 LF0361
 LF0361  HISTORY     - Date     Condition        Report By
 LF0361  HISTORY     - UNK      MONUMENTED       MORC
 LF0361  HISTORY     - 1948     GOOD             NGS
 LF0361  HISTORY     - 1959     GOOD             NGS
 LF0361
 LF0361                          STATION DESCRIPTION
 LF0361
 LF0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0361'AT BIGELOW.
 LF0361'AT BIGELOW, IN THE FRONT YARD OF A HOUSE OCCUPIED BY FRANK MORIS,
 LF0361'15 1/2 RAILS SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0361'RAILROAD FROM THE CROSSING OF STATE HIGHWAY NO. 118, 145.0 FEET
 LF0361'NORTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD STATION, 123.0
 LF0361'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MOST NORTHEASTERLY
 LF0361'TRACK, 31.0 FEET NORTHEAST OF A BOARD FENCE, 30.0 FEET WEST OF
 LF0361'THE WEST CORNER OF THE HOUSE OCCUPIED BY FRANK MORIS, A COPPER
 LF0361'BOLT LEADED IN STONE SET 4.0 FEET UNDERGROUND ACCESS TO WHICH
 LF0361'IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 LF0361'CAP.
 LF0361
 LF0361                          STATION RECOVERY (1959)
 LF0361
 LF0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0360 ***********************************************************************
 LF0360  DESIGNATION -  306 CAP
 LF0360  PID         -  LF0360
 LF0360  STATE/COUNTY-  MO/HOLT
 LF0360  USGS QUAD   -  BIG LAKE (1981)
 LF0360
 LF0360                         *CURRENT SURVEY CONTROL
 LF0360  ___________________________________________________________________
 LF0360* NAD 83(1986)-  40 06 32.     (N)    095 17 15.     (W)     SCALED    
 LF0360* NAVD 88     -       261.775  (meters)     858.84   (feet)  ADJUSTED  
 LF0360  ___________________________________________________________________
 LF0360  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LF0360  DYNAMIC HT  -         261.632 (meters)     858.37  (feet)  COMP
 LF0360  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 LF0360
 LF0360  VERT ORDER  -  FIRST     CLASS II
 LF0360
 LF0360.The horizontal coordinates were scaled from a topographic map and have
 LF0360.an estimated accuracy of +/- 6 seconds.
 LF0360
 LF0360.The orthometric height was determined by differential leveling
 LF0360.and adjusted by the National Geodetic Survey in June 1991..
 LF0360
 LF0360.The geoid height was determined by GEOID03.
 LF0360
 LF0360.The dynamic height is computed by dividing the NAVD 88
 LF0360.geopotential number by the normal gravity value computed on the
 LF0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0360.degrees latitude (g = 980.6199 gals.).
 LF0360
 LF0360.The modeled gravity was interpolated from observed gravity values.
 LF0360
 LF0360;                    North         East    Units  Estimated Accuracy
 LF0360;SPC MO W     -   437,860.      782,860.      MT  (+/- 180 meters Scaled)
 LF0360
 LF0360                          SUPERSEDED SURVEY CONTROL
 LF0360
 LF0360  NGVD 29 (??/??/92)  261.702  (m)          858.60   (f) ADJ UNCH    1 2
 LF0360
 LF0360.Superseded values are not recommended for survey control.
 LF0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0360.See file dsdata.txt to determine how the superseded data were derived.
 LF0360
 LF0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE050423(NAD 83)
 LF0360_MARKER: P = PIPE CAP
 LF0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0360
 LF0360  HISTORY     - Date     Condition        Report By
 LF0360  HISTORY     - UNK      MONUMENTED       MORC
 LF0360  HISTORY     - 1948     GOOD             NGS
 LF0360  HISTORY     - 1959     GOOD             NGS
 LF0360
 LF0360                          STATION DESCRIPTION
 LF0360
 LF0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0360'AT BIGELOW.
 LF0360'AT BIGELOW, IN THE FRONT YARD OF A HOUSE OCCUPIED BY FRANK
 LF0360'MORIS, 15 1/2 RAILS SOUTHEAST ALONG THE CHICAGO BURLINGTON AND
 LF0360'QUINCY RAILROAD FROM THE CROSSING OF STATE HIGHWAY NO. 118,
 LF0360'145.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD
 LF0360'STATION, 123.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MOST
 LF0360'NORTHEASTERLY TRACK, 31.0 FEET NORTHEAST OF A BOARD FENCE, 30.0
 LF0360'FEET WEST OF THE WEST CORNER OF THE HOUSE OCCUPIED BY FRANK
 LF0360'MORIS, A MISSOURI RIVER COMMISSION CAP SET ON TOP OF AN IRON
 LF0360'PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LF0360
 LF0360                          STATION RECOVERY (1959)
 LF0360
 LF0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1182 ***********************************************************************
 LF1182  DESIGNATION -  307 BOLT
 LF1182  PID         -  LF1182
 LF1182  STATE/COUNTY-  MO/HOLT
 LF1182  USGS QUAD   -  CRAIG (1981)
 LF1182
 LF1182                         *CURRENT SURVEY CONTROL
 LF1182  ___________________________________________________________________
 LF1182* NAD 83(1986)-  40 08 39.     (N)    095 18 36.     (W)     SCALED    
 LF1182* NAVD 88     -       261.226  (meters)     857.04   (feet)  ADJUSTED  
 LF1182  ___________________________________________________________________
 LF1182  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LF1182  DYNAMIC HT  -         261.084 (meters)     856.57  (feet)  COMP
 LF1182  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 LF1182
 LF1182  VERT ORDER  -  FIRST     CLASS II
 LF1182
 LF1182.The horizontal coordinates were scaled from a topographic map and have
 LF1182.an estimated accuracy of +/- 6 seconds.
 LF1182
 LF1182.The orthometric height was determined by differential leveling
 LF1182.and adjusted by the National Geodetic Survey in June 1991..
 LF1182
 LF1182.The geoid height was determined by GEOID03.
 LF1182
 LF1182.The dynamic height is computed by dividing the NAVD 88
 LF1182.geopotential number by the normal gravity value computed on the
 LF1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1182.degrees latitude (g = 980.6199 gals.).
 LF1182
 LF1182.The modeled gravity was interpolated from observed gravity values.
 LF1182
 LF1182;                    North         East    Units  Estimated Accuracy
 LF1182;SPC MO W     -   441,790.      780,980.      MT  (+/- 180 meters Scaled)
 LF1182
 LF1182                          SUPERSEDED SURVEY CONTROL
 LF1182
 LF1182  NGVD 29 (??/??/92)  261.152  (m)          856.80   (f) ADJ UNCH    1 2
 LF1182
 LF1182.Superseded values are not recommended for survey control.
 LF1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1182.See file dsdata.txt to determine how the superseded data were derived.
 LF1182
 LF1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE032463(NAD 83)
 LF1182_MARKER: B = BOLT
 LF1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1182_SP_SET: STONE
 LF1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1182+STABILITY: SURFACE MOTION
 LF1182
 LF1182  HISTORY     - Date     Condition        Report By
 LF1182  HISTORY     - UNK      MONUMENTED       MORC
 LF1182  HISTORY     - 1948     GOOD             NGS
 LF1182  HISTORY     - 1957     GOOD             NGS
 LF1182
 LF1182                          STATION DESCRIPTION
 LF1182
 LF1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1182'2.5 MI NW FROM BIGELOW.
 LF1182'2.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF1182'RAILROAD FROM THE STATION AT BIGELOW, ON THE OUTSIDE OF A LONG
 LF1182'CURVE WITH TANGENTS LEADING NORTHWEST AND SOUTHEAST, 44.6 FEET
 LF1182'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, ALONG THE FOOT
 LF1182'OF A BANK ON THE SOUTHWEST SIDE OF A DRAINAGE DITCH, 96.6 FEET
 LF1182'EAST-SOUTHEAST OF THE 17TH. POLE NORTHWEST OF A ROAD CROSSING,
 LF1182'40.5 FEET NORTH OF THE 16TH. POLE NORTHWEST OF A ROAD CROSSING,
 LF1182'1.0 FOOT SOUTHEAST OF A REFERENCE POST.  THE TOP OF A COPPER BOLT
 LF1182'LEADED IN STONE 18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND,
 LF1182'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI
 LF1182'RIVER COMMISSION IRON CAP.
 LF1182
 LF1182                          STATION RECOVERY (1957)
 LF1182
 LF1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LF1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0369 ***********************************************************************
 LF0369  DESIGNATION -  307 CAP
 LF0369  PID         -  LF0369
 LF0369  STATE/COUNTY-  MO/HOLT
 LF0369  USGS QUAD   -  CRAIG (1981)
 LF0369
 LF0369                         *CURRENT SURVEY CONTROL
 LF0369  ___________________________________________________________________
 LF0369* NAD 83(1986)-  40 08 39.     (N)    095 18 36.     (W)     SCALED    
 LF0369* NAVD 88     -       262.458  (meters)     861.08   (feet)  ADJUSTED  
 LF0369  ___________________________________________________________________
 LF0369  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LF0369  DYNAMIC HT  -         262.315 (meters)     860.61  (feet)  COMP
 LF0369  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 LF0369
 LF0369  VERT ORDER  -  FIRST     CLASS II
 LF0369
 LF0369.The horizontal coordinates were scaled from a topographic map and have
 LF0369.an estimated accuracy of +/- 6 seconds.
 LF0369
 LF0369.The orthometric height was determined by differential leveling
 LF0369.and adjusted by the National Geodetic Survey in June 1991..
 LF0369
 LF0369.The geoid height was determined by GEOID03.
 LF0369
 LF0369.The dynamic height is computed by dividing the NAVD 88
 LF0369.geopotential number by the normal gravity value computed on the
 LF0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0369.degrees latitude (g = 980.6199 gals.).
 LF0369
 LF0369.The modeled gravity was interpolated from observed gravity values.
 LF0369
 LF0369;                    North         East    Units  Estimated Accuracy
 LF0369;SPC MO W     -   441,790.      780,980.      MT  (+/- 180 meters Scaled)
 LF0369
 LF0369                          SUPERSEDED SURVEY CONTROL
 LF0369
 LF0369  NGVD 29 (??/??/92)  262.399  (m)          860.89   (f) ADJ UNCH    1 2
 LF0369
 LF0369.Superseded values are not recommended for survey control.
 LF0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0369.See file dsdata.txt to determine how the superseded data were derived.
 LF0369
 LF0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE032463(NAD 83)
 LF0369_MARKER: P = PIPE CAP
 LF0369_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0369_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0369
 LF0369  HISTORY     - Date     Condition        Report By
 LF0369  HISTORY     - UNK      MONUMENTED       MORC
 LF0369  HISTORY     - 1948     GOOD             NGS
 LF0369  HISTORY     - 1959     GOOD             NGS
 LF0369
 LF0369                          STATION DESCRIPTION
 LF0369
 LF0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0369'2.5 MI NW FROM BIGELOW.
 LF0369'2.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0369'RAILROAD FROM THE STATION AT BIGELOW, ON THE OUTSIDE OF A LONG
 LF0369'CURVE WITH TANGENTS LEADING NORTHWEST AND SOUTHEAST, 44.6 FEET
 LF0369'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, ALONG THE FOOT
 LF0369'OF A BANK ON THE SOUTHWEST SIDE OF A DRAINAGE DITCH, 96.6 FEET
 LF0369'EAST-SOUTHEAST OF THE 17TH. POLE NORTHWEST OF A ROAD CROSSING,
 LF0369'40.5 FEET NORTH OF THE 16TH. POLE NORTHWEST OF A ROAD CROSSING,
 LF0369'1.0 FOOT SOUTHEAST OF A REFERENCE POST.  THE TOP OF A MISSOURI
 LF0369'RIVER COMMISSION IRON CAP SET ON TOP OF A 4-INCH IRON PIPE
 LF0369'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LF0369
 LF0369                          STATION RECOVERY (1959)
 LF0369
 LF0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0376 ***********************************************************************
 LF0376  DESIGNATION -  309 BOLT
 LF0376  PID         -  LF0376
 LF0376  STATE/COUNTY-  MO/HOLT
 LF0376  USGS QUAD   -  CRAIG (1981)
 LF0376
 LF0376                         *CURRENT SURVEY CONTROL
 LF0376  ___________________________________________________________________
 LF0376* NAD 83(1986)-  40 11 20.     (N)    095 22 16.     (W)     SCALED    
 LF0376* NAVD 88     -       263.459  (meters)     864.37   (feet)  ADJUSTED  
 LF0376  ___________________________________________________________________
 LF0376  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LF0376  DYNAMIC HT  -         263.316 (meters)     863.90  (feet)  COMP
 LF0376  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 LF0376
 LF0376  VERT ORDER  -  FIRST     CLASS II
 LF0376
 LF0376.The horizontal coordinates were scaled from a topographic map and have
 LF0376.an estimated accuracy of +/- 6 seconds.
 LF0376
 LF0376.The orthometric height was determined by differential leveling
 LF0376.and adjusted by the National Geodetic Survey in June 1991..
 LF0376
 LF0376.The geoid height was determined by GEOID03.
 LF0376
 LF0376.The dynamic height is computed by dividing the NAVD 88
 LF0376.geopotential number by the normal gravity value computed on the
 LF0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0376.degrees latitude (g = 980.6199 gals.).
 LF0376
 LF0376.The modeled gravity was interpolated from observed gravity values.
 LF0376
 LF0376;                    North         East    Units  Estimated Accuracy
 LF0376;SPC MO W     -   446,800.      775,820.      MT  (+/- 180 meters Scaled)
 LF0376
 LF0376                          SUPERSEDED SURVEY CONTROL
 LF0376
 LF0376  NGVD 29 (??/??/92)  263.382  (m)          864.11   (f) ADJ UNCH    1 2
 LF0376
 LF0376.Superseded values are not recommended for survey control.
 LF0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0376.See file dsdata.txt to determine how the superseded data were derived.
 LF0376
 LF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE981514(NAD 83)
 LF0376_MARKER: B = BOLT
 LF0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0376_SP_SET: STONE
 LF0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0376+STABILITY: SURFACE MOTION
 LF0376
 LF0376  HISTORY     - Date     Condition        Report By
 LF0376  HISTORY     - UNK      MONUMENTED       MORC
 LF0376  HISTORY     - 1948     GOOD             NGS
 LF0376  HISTORY     - 1959     GOOD             NGS
 LF0376
 LF0376                          STATION DESCRIPTION
 LF0376
 LF0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0376'AT CRAIG.
 LF0376'AT CRAIG, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0376'0.3 MILE SOUTHEAST OF THE STATION, 132.5 FEET EAST-SOUTHEAST
 LF0376'OF MILEPOST NO. 109, 45.3 FEET NORTHEAST OF THE NORTHEAST RAIL
 LF0376'OF THE MAIN TRACK, 11.0 FEET NORTHEAST OF THE CENTER LINE OF A
 LF0376'ROAD THAT PARALLELS THE TRACK, 2.5 FEET SOUTHWEST OF THE
 LF0376'NORTHEAST RIGHT-OF-WAY FENCE, 1.1 FEET NORTHWEST OF A REFERENCE
 LF0376'POST.  THE TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES
 LF0376'SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 LF0376'THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 LF0376
 LF0376                          STATION RECOVERY (1959)
 LF0376
 LF0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0375 ***********************************************************************
 LF0375  DESIGNATION -  309 CAP
 LF0375  PID         -  LF0375
 LF0375  STATE/COUNTY-  MO/HOLT
 LF0375  USGS QUAD   -  CRAIG (1981)
 LF0375
 LF0375                         *CURRENT SURVEY CONTROL
 LF0375  ___________________________________________________________________
 LF0375* NAD 83(1986)-  40 11 20.     (N)    095 22 16.     (W)     SCALED    
 LF0375* NAVD 88     -       264.692  (meters)     868.41   (feet)  ADJUSTED  
 LF0375  ___________________________________________________________________
 LF0375  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LF0375  DYNAMIC HT  -         264.548 (meters)     867.94  (feet)  COMP
 LF0375  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 LF0375
 LF0375  VERT ORDER  -  FIRST     CLASS II
 LF0375
 LF0375.The horizontal coordinates were scaled from a topographic map and have
 LF0375.an estimated accuracy of +/- 6 seconds.
 LF0375
 LF0375.The orthometric height was determined by differential leveling
 LF0375.and adjusted by the National Geodetic Survey in June 1991..
 LF0375
 LF0375.The geoid height was determined by GEOID03.
 LF0375
 LF0375.The dynamic height is computed by dividing the NAVD 88
 LF0375.geopotential number by the normal gravity value computed on the
 LF0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0375.degrees latitude (g = 980.6199 gals.).
 LF0375
 LF0375.The modeled gravity was interpolated from observed gravity values.
 LF0375
 LF0375;                    North         East    Units  Estimated Accuracy
 LF0375;SPC MO W     -   446,800.      775,820.      MT  (+/- 180 meters Scaled)
 LF0375
 LF0375                          SUPERSEDED SURVEY CONTROL
 LF0375
 LF0375  NGVD 29 (??/??/92)  264.615  (m)          868.16   (f) ADJ UNCH    1 2
 LF0375
 LF0375.Superseded values are not recommended for survey control.
 LF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0375.See file dsdata.txt to determine how the superseded data were derived.
 LF0375
 LF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE981514(NAD 83)
 LF0375_MARKER: P = PIPE CAP
 LF0375_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0375_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0375
 LF0375  HISTORY     - Date     Condition        Report By
 LF0375  HISTORY     - UNK      MONUMENTED       MORC
 LF0375  HISTORY     - 1948     GOOD             NGS
 LF0375  HISTORY     - 1959     GOOD             NGS
 LF0375
 LF0375                          STATION DESCRIPTION
 LF0375
 LF0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0375'AT CRAIG.
 LF0375'AT CRAIG, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0375'0.3 MILE SOUTHEAST OF THE STATION, 132.5 FEET EAST-SOUTHEAST
 LF0375'OF MILEPOST NO. 109, 45.3 FEET NORTHEAST OF THE NORTHEAST
 LF0375'RAIL OF THE MAIN TRACK, 11.0 FEET NORTHEAST OF THE CENTER
 LF0375'LINE OF A ROAD THAT PARALLELS THE TRACK, 2.5 FEET SOUTHWEST
 LF0375'OF THE NORTHEAST RIGHT-OF-WAY FENCE, 1.1 FEET NORTHWEST OF A
 LF0375'REFERENCE POST.  THE TOP OF A MISSOURI RIVER COMMISSION IRON
 LF0375'CAP SET ON TOP OF A 4-INCH IRON PIPE AND PROJECTING 1.0 FOOT
 LF0375'ABOVE THE GROUND.
 LF0375
 LF0375                          STATION RECOVERY (1959)
 LF0375
 LF0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1832 ***********************************************************************
 HB1832  DESIGNATION -  31 1
 HB1832  PID         -  HB1832
 HB1832  STATE/COUNTY-  MO/SCOTT
 HB1832  USGS QUAD   -  SCOTT CITY (1993)
 HB1832
 HB1832                         *CURRENT SURVEY CONTROL
 HB1832  ___________________________________________________________________
 HB1832* NAD 83(1997)-  37 14 25.63370(N)    089 36 53.91527(W)     ADJUSTED  
 HB1832* NAVD 88     -       109.7    (meters)     360.     (feet)  VERTCON   
 HB1832  ___________________________________________________________________
 HB1832  X           -      34,163.546 (meters)                     COMP
 HB1832  Y           -  -5,083,838.700 (meters)                     COMP
 HB1832  Z           -   3,838,720.677 (meters)                     COMP
 HB1832  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 HB1832  ELLIP HEIGHT-          81.40  (meters)          (02/17/00) GPS OBS
 HB1832  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HB1832
 HB1832  HORZ ORDER  -  FIRST
 HB1832  ELLP ORDER  -  FOURTH    CLASS I
 HB1832
 HB1832.The horizontal coordinates were established by GPS observations
 HB1832.and adjusted by the National Geodetic Survey in February 2000..
 HB1832
 HB1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1832
 HB1832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1832
 HB1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1832
 HB1832.The ellipsoidal height was determined by GPS observations
 HB1832.and is referenced to NAD 83.
 HB1832
 HB1832.The geoid height was determined by GEOID03.
 HB1832
 HB1832;                    North         East     Units Scale Factor Converg.
 HB1832;SPC MO E     -   156,503.369   328,524.275   MT  1.00000926   +0 32 08.2
 HB1832;UTM  16      - 4,124,751.784   268,042.646   MT  1.00026283   -1 34 59.5
 HB1832
 HB1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1832!SPC MO E     -   0.99998723  x   1.00000926  =   0.99999649
 HB1832!UTM  16      -   0.99998723  x   1.00026283  =   1.00025005
 HB1832
 HB1832                          SUPERSEDED SURVEY CONTROL
 HB1832
 HB1832  NAD 83(1997)-  37 14 25.63370(N)    089 36 53.91527(W) AD(       ) 1
 HB1832  NAD 83(1997)-  37 14 25.64375(N)    089 36 53.91665(W) AD(       ) 1
 HB1832  NAD 83(1986)-  37 14 25.64782(N)    089 36 53.91954(W) AD(       ) 1
 HB1832  NGVD 29 (09/22/93)  109.6    (m)          360.     (f) GPS OBS        
 HB1832
 HB1832.Superseded values are not recommended for survey control.
 HB1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1832.See file dsdata.txt to determine how the superseded data were derived.
 HB1832
 HB1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG6804324752(NAD 83)
 HB1832_MARKER: A = ALUMINUM MARKER
 HB1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1832_SP_SET: CONCRETE POST
 HB1832_STAMPING: 31-1 1986
 HB1832_MARK LOGO: MODNR 
 HB1832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HB1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1832+STABILITY: SURFACE MOTION
 HB1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1832+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1991
 HB1832
 HB1832  HISTORY     - Date     Condition        Report By
 HB1832  HISTORY     - 1986     MONUMENTED       MODNR
 HB1832  HISTORY     - 19910203 GOOD
 HB1832
 HB1832                          STATION DESCRIPTION
 HB1832
 HB1832'DESCRIBED BY MO DEPT OF NAT RES 1986
 HB1832'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1832'STATION 31-1 IS A 2 1/2 INCH BY 36 INCH ALUMINUM PIPE MONUMENT WITH A
 HB1832'CAP STAMPED 31-1, 1986, AND IS ENCASED IN A 12 INCH ROUND MASS OF
 HB1832'CONCRETE AND JUST BENEATH THE SURFACE OF A GRAVEL ROAD ON THE LEVEE
 HB1832'OF THE LITTLE RIVER DRAINAGE DISTRICTS HEADWATERS DIVERSION CHANNEL.
 HB1832'IT IS 366.9 FT (111.8 M) WEST OF A UTILITY POLE IN LINE WITH THE
 HB1832'NORTH EDGE OF COUNTY ROAD 218 (ASSUMED EAST), 165.4 FT (50.4 M) N48
 HB1832'47 W OF A SECOND UTILITY POLE AND 237.1 FT (72.3 M) N25 57 E OF A
 HB1832'THIRD UTILITY POLE.
 HB1832'THE AZIMUTH MARK, SCOTT COUNTY STATION 201-1, 1986 IS A SIMILAR
 HB1832'MONUMENT INSTALLATION ABOUT 6 MILES EAST IN THE NW 1/4 OF SECTION 27,
 HB1832'T30N, R14E WITH A CAP STAMPED 201-1, 1986.  IT IS SET 4 INCHES BELOW
 HB1832'THE SURFACE OF A GRAVEL TURN-AROUND AREA AT THE UPPER END OF A ROAD
 HB1832'ON WESTLAKE QUARRY.  IT IS INSIDE A FENCED AREA JUST NORTHEAST OF THE
 HB1832'PORT AUTHORITY WATER TANK.  IT IS 208.1 FT (63.4 M) NORTHEAST OF A
 HB1832'FENCE CORNER, 44.3 FT (13.5 M) NNE OF THE SW STEEL GATE POST AND
 HB1832'36.4 FT (11.1 M) NW OF THE NE GATE POST.
 HB1832'STATION AND AZIMUTH MARK TO REACH
 HB1832'TO REACH STATION 31-1 FROM I-55 EXIT 91 (CAPE GIRARDEAU AIRPORT AND
 HB1832'ROUTE AB), GO WEST ON ROUTE AB FOR 1.9 MILES TO END (COUNTY ROAD 217
 HB1832'GOES SOUTH AND COUNTY ROAD 218 CONTINUES WEST).  CONTINUE WEST ON 218
 HB1832'FOR 0.65 MILES TO POINT WHERE 218 TURNS SOUTHWEST. (THE STATION IS
 HB1832'STRAIGHT WEST ON TOP OF LEVEE).  CONTINUE ON 218 FOR 0.1 MILES TO
 HB1832'STATION ON RIGHT (NW) SIDE ACROSS RAILROAD TRACK AND ON TOP OF LEVEE.
 HB1832'TO REACH STATION 201-1 IN SCOTT COUNTY FROM I-55 EXIT 89 (SCOTT CITY,
 HB1832'ROUTE M WEST AND ROUTE K EAST) GO EASTERLY ON ROUTE K FOR 2 MILES TO
 HB1832'WESTERN JUNCTION WITH ROUTE N (SOUTH AND EASTERLY) CONTINUE EASTERLY
 HB1832'ON ROUTES K AND N FOR 0.95 MILES TO EASTERN JUNCTION OF ROUTE N WHICH
 HB1832'CONTINUES EASTERLY.  TURN LEFT AND GO NORTHERLY ON ROUTE K FOR 0.28
 HB1832'MILES TO BEGINNING OF A CURVE LEFT AND A GRAVEL ROAD ON RIGHT
 HB1832'CONTINUING NORTH.  TURN RIGHT AND LEFT ONTO GRAVEL ROAD AND GO
 HB1832'NORTHERLY UP HILL FOR 0.9 MILES TO TOP OF HILL AND STEEL GATE ON LEFT
 HB1832'AND STATION AS DESCRIBED.
 HB1832'SPECIAL INFORMATION
 HB1832'DATE OF REPORT 07-25-1991
 HB1832
 HB1832                          STATION RECOVERY (1991)
 HB1832
 HB1832'RECOVERED 1991
 HB1832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1833 ***********************************************************************
 HB1833  DESIGNATION -  31 2
 HB1833  PID         -  HB1833
 HB1833  STATE/COUNTY-  MO/SCOTT
 HB1833  USGS QUAD   -  SCOTT CITY (1993)
 HB1833
 HB1833                         *CURRENT SURVEY CONTROL
 HB1833  ___________________________________________________________________
 HB1833* NAD 83(1997)-  37 14 34.84498(N)    089 33 07.57783(W)     ADJUSTED  
 HB1833* NAVD 88     -       110.03   (+/-2cm)     361.0    (feet)  VERTCON   
 HB1833  ___________________________________________________________________
 HB1833  X           -      39,740.755 (meters)                     COMP
 HB1833  Y           -  -5,083,626.605 (meters)                     COMP
 HB1833  Z           -   3,838,946.975 (meters)                     COMP
 HB1833  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 HB1833  ELLIP HEIGHT-          81.78  (meters)          (02/17/00) GPS OBS
 HB1833  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HB1833
 HB1833  HORZ ORDER  -  FIRST
 HB1833  VERT ORDER  -  THIRD ? (See Below)
 HB1833  ELLP ORDER  -  FOURTH    CLASS I
 HB1833
 HB1833.The horizontal coordinates were established by GPS observations
 HB1833.and adjusted by the National Geodetic Survey in February 2000..
 HB1833
 HB1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1833.The vertical order pertains to the NGVD 29 superseded value.
 HB1833
 HB1833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1833
 HB1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1833
 HB1833.The ellipsoidal height was determined by GPS observations
 HB1833.and is referenced to NAD 83.
 HB1833
 HB1833.The geoid height was determined by GEOID03.
 HB1833
 HB1833;                    North         East     Units Scale Factor Converg.
 HB1833;SPC MO E     -   156,841.332   334,099.879   MT  1.00002043   +0 34 25.3
 HB1833;UTM  16      - 4,124,883.403   273,628.230   MT  1.00023129   -1 32 42.7
 HB1833
 HB1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1833!SPC MO E     -   0.99998717  x   1.00002043  =   1.00000760
 HB1833!UTM  16      -   0.99998717  x   1.00023129  =   1.00021845
 HB1833
 HB1833                          SUPERSEDED SURVEY CONTROL
 HB1833
 HB1833  NAD 83(1997)-  37 14 34.84499(N)    089 33 07.57783(W) AD(       ) 1
 HB1833  NAD 83(1997)-  37 14 34.85503(N)    089 33 07.57917(W) AD(       ) 1
 HB1833  NAD 83(1986)-  37 14 34.85910(N)    089 33 07.58208(W) AD(       ) 1
 HB1833  NGVD 29 (09/22/93)  109.92   (m)          360.6    (f) LEVELING    3  
 HB1833
 HB1833.Superseded values are not recommended for survey control.
 HB1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1833.See file dsdata.txt to determine how the superseded data were derived.
 HB1833
 HB1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7362824883(NAD 83)
 HB1833_MARKER: A = ALUMINUM MARKER
 HB1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1833_SP_SET: CONCRETE POST
 HB1833_STAMPING: 31-2 1987
 HB1833_MARK LOGO: MODNR 
 HB1833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HB1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1833+STABILITY: SURFACE MOTION
 HB1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1833+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1991
 HB1833
 HB1833  HISTORY     - Date     Condition        Report By
 HB1833  HISTORY     - 1987     MONUMENTED       MODNR
 HB1833  HISTORY     - 19910203 GOOD
 HB1833
 HB1833                          STATION DESCRIPTION
 HB1833
 HB1833'DESCRIBED BY MO DEPT OF NAT RES 1987
 HB1833'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1833'STATION 31-2, 1986 IS A 2 1/2 BY 36 INCH ALUMINUM PIPE MONUMENT WITH A
 HB1833'CAP STAMPED 31-2.  IT IS ENCASED IN CONCRETE AND BURIED FLUSH WITH
 HB1833'THE SURFACE OF THE HEADWATER DIVERSION CHANNEL LEVEE BELONGING TO THE
 HB1833'LITTLE RIVER DRAINAGE DISTRICT IN CAPE GIRARDEAU, MO.  IT IS LOCATED
 HB1833'ON THE NE SIDE OF THE GRAVEL ROAD ON THE LEVEE AT A CURVE WITH
 HB1833'TANGENTS WEST AND SOUTHEAST.  IT IS 230.3 FT (70.2 M) ENE OF A 4 INCH
 HB1833'CONCRETE POST ON THE SOUTH SIDE OF THE LEVEE, 224 FT (68.3 M) EAST
 HB1833'OF A N-S OVERHEAD POWER LINE, 6 FT (1.8 M) SW OF THE TOP EDGE OF
 HB1833'THE LEVEE AND 2.3 FT (0.7 M) WEST OF A METAL WITNESS POST AND SIGN.
 HB1833'THE AZIMUTH MARK, STATION 201-8, 1986, IS A 2 1/2 BY 36 INCH ALUMINUM
 HB1833'PIPE MONUMENT ENCASED IN CONCRETE WITH A CAP STAMPED 201-8 BURIED
 HB1833'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ON THE NE SIDE OF THE
 HB1833'GRAVEL ROAD ON TOP OF THE HEADWATER DIVERSION CHANNEL LEVEE BELONGING
 HB1833'TO THE LITTLE RIVER DRAINAGE DISTRICT IN CAPE GIRARDEAU, MO. IT IS
 HB1833'157 FT (47.9 M) NW OF THE EAST GATE POST (NO GATE) OF AN E-W FENCE
 HB1833'CROSSING THE LEVEE, 10 FT (3.0 M) NE OF THE CENTER LINE OF THE
 HB1833'LEVEE ROAD, 3 FT (0.9 M) NE OF THE NE EDGE OF THE ROAD AND 2 FT
 HB1833'(0.6 M) WEST OF A METAL WITNESS POST AND SIGN.
 HB1833'STATION AND AZIMUTH MARK TO REACH
 HB1833'TO REACH CAPE GIRARDEAU COUNTY STATION 31-2 FROM THE CENTER OF I-55
 HB1833'EXIT 91 (CAPE GIRARDEAU AIRPORT AND ROUTE AB) GO EAST ON COUNTY RD.
 HB1833'676 FOR 0.12 MILES TO INTERSECTION WITH ABANDONED U.S. ROUTE 61. TURN
 HB1833'LEFT AND GO NORTH ON OLD ROUTE 61 FOR 0.25 MILES TO LEVEE AND SITE OF
 HB1833'FORMER BRIDGE OVER DIVERSION CHANNEL. TURN RIGHT AND GO EAST ON
 HB1833'GRAVEL ROAD ON LEVEE FOR 0.75 MILES TO POINT WHERE LEVEE TURNS
 HB1833'SOUTHEAST AND THE STATION ON THE LEFT, 6 FT (1.8 M) NE OF THE EDGE
 HB1833'OF THE GRAVEL ROAD AS DESCRIBED.
 HB1833'TO REACH SCOTT COUNTY 201-8, 1986 FROM 31-2 CONTINUE ON LEVEE ROAD
 HB1833'SOUTHEAST FOR 0.8 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 HB1833'SPECIAL INFORMATION
 HB1833'DATE OF REPORT 07-25-1991
 HB1833
 HB1833                          STATION RECOVERY (1991)
 HB1833
 HB1833'RECOVERED 1991
 HB1833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0038 ***********************************************************************
 JE0038  DESIGNATION -  31 A
 JE0038  PID         -  JE0038
 JE0038  STATE/COUNTY-  MO/CASS
 JE0038  USGS QUAD   -  HARRISONVILLE (1981)
 JE0038
 JE0038                         *CURRENT SURVEY CONTROL
 JE0038  ___________________________________________________________________
 JE0038* NAD 83(1986)-  38 43 08.     (N)    094 20 18.     (W)     SCALED    
 JE0038* NAVD 88     -       302.632  (meters)     992.89   (feet)  ADJUSTED  
 JE0038  ___________________________________________________________________
 JE0038  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JE0038  DYNAMIC HT  -         302.426 (meters)     992.21  (feet)  COMP
 JE0038  MODELED GRAV-     979,942.4   (mgal)                       NAVD 88
 JE0038
 JE0038  VERT ORDER  -  FIRST     CLASS II
 JE0038
 JE0038.The horizontal coordinates were scaled from a topographic map and have
 JE0038.an estimated accuracy of +/- 6 seconds.
 JE0038
 JE0038.The orthometric height was determined by differential leveling
 JE0038.and adjusted by the National Geodetic Survey in June 1991..
 JE0038.WARNING-Repeat measurements at this control monument indicate possible
 JE0038.vertical movement.
 JE0038
 JE0038.The geoid height was determined by GEOID03.
 JE0038
 JE0038.The dynamic height is computed by dividing the NAVD 88
 JE0038.geopotential number by the normal gravity value computed on the
 JE0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0038.degrees latitude (g = 980.6199 gals.).
 JE0038
 JE0038.The modeled gravity was interpolated from observed gravity values.
 JE0038
 JE0038;                    North         East    Units  Estimated Accuracy
 JE0038;SPC MO W     -   283,260.      864,060.      MT  (+/- 180 meters Scaled)
 JE0038
 JE0038                          SUPERSEDED SURVEY CONTROL
 JE0038
 JE0038  NGVD 29 (??/??/92)  302.518  (m)          992.51   (f) ADJ UNCH    1 2
 JE0038
 JE0038.Superseded values are not recommended for survey control.
 JE0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0038.See file dsdata.txt to determine how the superseded data were derived.
 JE0038
 JE0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC836864(NAD 83)
 JE0038_MARKER: Q = CHISELED SQUARE
 JE0038_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JE0038+WITH SETTING: PAVEMENT
 JE0038_SP_SET: SEMAPHORE BASE
 JE0038_MARK LOGO: NONE  
 JE0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0038+STABILITY: SURFACE MOTION
 JE0038
 JE0038  HISTORY     - Date     Condition        Report By
 JE0038  HISTORY     - 1938     MONUMENTED       USGS
 JE0038  HISTORY     - 1963     GOOD             NGS
 JE0038
 JE0038                          STATION DESCRIPTION
 JE0038
 JE0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0038'4.1 MI N FROM HARRISONVILLE.
 JE0038'ABOUT 4.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0038'THE STATION AT HARRISONVILLE, IN SECTION 15, T 45 N, R 31 W,
 JE0038'AT MILEPOST 254-30, 9 RAILS SOUTH OF THE SWITCH STAND AT THE
 JE0038'SOUTH END OF AN ORE SIDING, 7 1/2 FEET EAST OF THE EAST RAIL,
 JE0038'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE RAILS, AND SET ON THE
 JE0038'TOP OF THE WEST EDGE AND IN THE CENTER OF THE CONCRETE BASE OF
 JE0038'A SEMAPHORE SIGNAL NUMBERED 2548.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0717 ***********************************************************************
 GE0717  DESIGNATION -  31 G
 GE0717  PID         -  GE0717
 GE0717  STATE/COUNTY-  MO/SHANNON
 GE0717  USGS QUAD   -  MOUNTAIN VIEW (1986)
 GE0717
 GE0717                         *CURRENT SURVEY CONTROL
 GE0717  ___________________________________________________________________
 GE0717* NAD 83(1986)-  36 59 03.     (N)    091 37 48.     (W)     SCALED    
 GE0717* NAVD 88     -       352.221  (meters)    1155.58   (feet)  POSTED    
 GE0717  ___________________________________________________________________
 GE0717  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 GE0717  DYNAMIC HT  -         351.930 (meters)    1154.62  (feet)  COMP
 GE0717  MODELED GRAV-     979,786.6   (mgal)                       NAVD 88
 GE0717
 GE0717  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GE0717
 GE0717.The horizontal coordinates were scaled from a topographic map and have
 GE0717.an estimated accuracy of +/- 6 seconds.
 GE0717
 GE0717.The orthometric height was determined by differential leveling
 GE0717.and adjusted by the National Geodetic Survey in 1992..
 GE0717.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GE0717.rate of 4.1 thru 8.0 mm/km.
 GE0717
 GE0717.The geoid height was determined by GEOID03.
 GE0717
 GE0717.The dynamic height is computed by dividing the NAVD 88
 GE0717.geopotential number by the normal gravity value computed on the
 GE0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0717.degrees latitude (g = 980.6199 gals.).
 GE0717
 GE0717.The modeled gravity was interpolated from observed gravity values.
 GE0717
 GE0717;                    North         East    Units  Estimated Accuracy
 GE0717;SPC MO E     -   128,290.      149,400.      MT  (+/- 180 meters Scaled)
 GE0717
 GE0717                          SUPERSEDED SURVEY CONTROL
 GE0717
 GE0717  NGVD 29 (??/??/92)  352.084  (m)         1155.13   (f) ADJ UNCH    3 0
 GE0717
 GE0717.Superseded values are not recommended for survey control.
 GE0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0717.See file dsdata.txt to determine how the superseded data were derived.
 GE0717
 GE0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA219939(NAD 83)
 GE0717_MARKER: DD = SURVEY DISK
 GE0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0717_STAMPING: 31 G 1931
 GE0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0717+STABILITY: SURFACE MOTION
 GE0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0717+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 GE0717
 GE0717  HISTORY     - Date     Condition        Report By
 GE0717  HISTORY     - 1931     MONUMENTED       USGS
 GE0717  HISTORY     - 1934     GOOD             NGS
 GE0717  HISTORY     - 1977     GOOD             NGS
 GE0717  HISTORY     - 20050415 GOOD             MODT
 GE0717  HISTORY     - 20060316 GOOD             MODNR
 GE0717
 GE0717                          STATION DESCRIPTION
 GE0717
 GE0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0717'AT TERESITA.
 GE0717'AT TERESITA, SHANNON COUNTY, 30 FEET NORTH AND 45 FEET WEST
 GE0717'OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, AND 12 FEET
 GE0717'NORTH OF MILEPOST 314.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GE0717'DISK, STAMPED 31 G 1931 AND SET IN THE TOP OF A CONCRETE POST.
 GE0717
 GE0717                          STATION RECOVERY (1977)
 GE0717
 GE0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0717'THE RAILROAD STATION HAS BEEN TORN DOWN OR MOVED AWAY. IT IS 69 FEET
 GE0717'WEST OF THE CENTERLINE OF COUNTY ROAD T, 49 FEET NORTH OF THE NORTH
 GE0717'RAIL OF THE TRACK, 14.5 FEET NORTH-NORTHEAST OF MILE POST 314, 1 FOOT
 GE0717'SOUTH OF AN 1-INCH IRON ROD AND IS FLUSH WITH THE SURFACE OF THE
 GE0717'GROUND.
 GE0717
 GE0717                          STATION RECOVERY (2005)
 GE0717
 GE0717'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2005 (RH)
 GE0717'RECOVERED IN GOOD CONDITION.
 GE0717
 GE0717                          STATION RECOVERY (2006)
 GE0717
 GE0717'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0717'THE AUTONOMOUS HAD HELD POSITIONS IS LAT  36 59 04.2 LONG  91 37 46.4.
 GE0717' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0684 ***********************************************************************
 JE0684  DESIGNATION -  31 J RESET
 JE0684  PID         -  JE0684
 JE0684  STATE/COUNTY-  MO/BATES
 JE0684  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0684
 JE0684                         *CURRENT SURVEY CONTROL
 JE0684  ___________________________________________________________________
 JE0684* NAD 83(1997)-  38 07 55.22834(N)    094 15 15.25018(W)     ADJUSTED  
 JE0684* NAVD 88     -       276.481  (meters)     907.09   (feet)  ADJUSTED  
 JE0684  ___________________________________________________________________
 JE0684  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JE0684  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE0684  DYNAMIC HT  -         276.278 (meters)     906.42  (feet)  COMP
 JE0684  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 JE0684
 JE0684  HORZ ORDER  -  SECOND
 JE0684  VERT ORDER  -  SECOND    CLASS 0
 JE0684
 JE0684.The horizontal coordinates were established by classical geodetic methods
 JE0684.and adjusted by the National Geodetic Survey in February 2000..
 JE0684
 JE0684.The orthometric height was determined by differential leveling
 JE0684.and adjusted by the National Geodetic Survey in June 1991..
 JE0684
 JE0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0684
 JE0684.The geoid height was determined by GEOID03.
 JE0684
 JE0684.The dynamic height is computed by dividing the NAVD 88
 JE0684.geopotential number by the normal gravity value computed on the
 JE0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0684.degrees latitude (g = 980.6199 gals.).
 JE0684
 JE0684.The modeled gravity was interpolated from observed gravity values.
 JE0684
 JE0684;                    North         East     Units Scale Factor Converg.
 JE0684;SPC MO W     -   218,130.201   871,546.039   MT  0.99994689   +0 09 06.3
 JE0684;UTM  15      - 4,221,204.707   390,076.997   MT  0.99974881   -0 46 28.3
 JE0684
 JE0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0684!SPC MO W     -   0.99996164  x   0.99994689  =   0.99990853
 JE0684!UTM  15      -   0.99996164  x   0.99974881  =   0.99971046
 JE0684
 JE0684                          SUPERSEDED SURVEY CONTROL
 JE0684
 JE0684  NAD 83(1997)-  38 07 55.22856(N)    094 15 15.25016(W) AD(       ) 2
 JE0684  NAD 83(1997)-  38 07 55.23730(N)    094 15 15.24830(W) AD(       ) 2
 JE0684  NAD 83(1986)-  38 07 55.23761(N)    094 15 15.24748(W) AD(       ) 2
 JE0684  NAD 27      -  38 07 55.13400(N)    094 15 14.43200(W) AD(       ) 2
 JE0684  NGVD 29 (??/??/92)  276.37   (m)          906.7    (f) COMPUTED    2 0
 JE0684
 JE0684.Superseded values are not recommended for survey control.
 JE0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0684.See file dsdata.txt to determine how the superseded data were derived.
 JE0684
 JE0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9007721205(NAD 83)
 JE0684_MARKER: DD = SURVEY DISK
 JE0684_SETTING: 66 = SET IN ROCK OUTCROP
 JE0684_SP_SET: ROCK FLAT
 JE0684_STAMPING: 31 J 1933 RESET 1941
 JE0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE0684+STABILITY: POSITION/ELEVATION WELL
 JE0684
 JE0684  HISTORY     - Date     Condition        Report By
 JE0684  HISTORY     - 1941     MONUMENTED       USGS
 JE0684  HISTORY     - 1963     GOOD             NGS
 JE0684
 JE0684                          STATION DESCRIPTION
 JE0684
 JE0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0684'6.9 MI SW FROM PLEASANT GAP.
 JE0684'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0684'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRADED DIRT
 JE0684'ROAD, THENCE 2.7 MILES SOUTH ALONG STATE ROAD N, 45 FEET WEST OF
 JE0684'THE CENTER LINE OF THE ROAD, 8 FEET NORTH OF THE NORTH EDGE OF A
 JE0684'30 INCH ELM TREE, 4 FEET WEST OF A FENCE, 10.0 FEET NORTH OF
 JE0684'A METAL WITNESS SHIELD WHICH IS NAILED TO THE EAST SIDE OF A
 JE0684'TREE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A LARGE
 JE0684'FLAT SANDSTONE ROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0592 ***********************************************************************
 JE0592  DESIGNATION -  31 RC
 JE0592  PID         -  JE0592
 JE0592  STATE/COUNTY-  MO/BATES
 JE0592  USGS QUAD   -  JOHNSTOWN (1981)
 JE0592
 JE0592                         *CURRENT SURVEY CONTROL
 JE0592  ___________________________________________________________________
 JE0592* NAD 83(1986)-  38 15 55.     (N)    094 06 09.     (W)     SCALED    
 JE0592* NAVD 88     -       249.466  (meters)     818.46   (feet)  ADJUSTED  
 JE0592  ___________________________________________________________________
 JE0592  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JE0592  DYNAMIC HT  -         249.286 (meters)     817.87  (feet)  COMP
 JE0592  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 JE0592
 JE0592  VERT ORDER  -  SECOND    CLASS 0
 JE0592
 JE0592.The horizontal coordinates were scaled from a topographic map and have
 JE0592.an estimated accuracy of +/- 6 seconds.
 JE0592
 JE0592.The orthometric height was determined by differential leveling
 JE0592.and adjusted by the National Geodetic Survey in June 1991..
 JE0592
 JE0592.The geoid height was determined by GEOID03.
 JE0592
 JE0592.The dynamic height is computed by dividing the NAVD 88
 JE0592.geopotential number by the normal gravity value computed on the
 JE0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0592.degrees latitude (g = 980.6199 gals.).
 JE0592
 JE0592.The modeled gravity was interpolated from observed gravity values.
 JE0592
 JE0592;                    North         East    Units  Estimated Accuracy
 JE0592;SPC MO W     -   232,970.      884,790.      MT  (+/- 180 meters Scaled)
 JE0592
 JE0592                          SUPERSEDED SURVEY CONTROL
 JE0592
 JE0592  NGVD 29 (??/??/92)  249.358  (m)          818.10   (f) ADJ UNCH    2 0
 JE0592
 JE0592.Superseded values are not recommended for survey control.
 JE0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0592.See file dsdata.txt to determine how the superseded data were derived.
 JE0592
 JE0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC035358(NAD 83)
 JE0592_MARKER: DD = SURVEY DISK
 JE0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0592_STAMPING: 31 RC 818 1951
 JE0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0592+STABILITY: SURFACE MOTION
 JE0592
 JE0592  HISTORY     - Date     Condition        Report By
 JE0592  HISTORY     - 1951     MONUMENTED       USGS
 JE0592  HISTORY     - 1963     GOOD             NGS
 JE0592  HISTORY     - 20060826 GOOD             INDIV
 JE0592
 JE0592                          STATION DESCRIPTION
 JE0592
 JE0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0592'1.6 MI E FROM SPRUCE.
 JE0592'ABOUT 1.6 MILES EAST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0592'CHURCH AT SPRUCE, IN SECTION 14, T 40 N, R 29 W, 39 FEET SOUTH
 JE0592'OF THE CENTER LINE OF STATE ROAD H, 171 FEET EAST OF THE CENTER
 JE0592'LINE OF A DRIVEWAY LEADING SOUTH, 83 FEET WEST OF THE EXTENDED
 JE0592'CENTER LINE OF A DRIVEWAY LEADING NORTH, 155 FEET EAST OF A
 JE0592'CORNER FENCE POST, 1 FOOT NORTH OF A FENCE, 1.0 FEET SOUTHWEST
 JE0592'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JE0592'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
 JE0592
 JE0592                          STATION RECOVERY (2006)
 JE0592
 JE0592'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0517 ***********************************************************************
 JC0517  DESIGNATION -  31=10/1 BOLT
 JC0517  PID         -  JC0517
 JC0517  STATE/COUNTY-  MO/ST LOUIS
 JC0517  USGS QUAD   -  WELDON SPRING (1994)
 JC0517
 JC0517                         *CURRENT SURVEY CONTROL
 JC0517  ___________________________________________________________________
 JC0517* NAD 83(1986)-  38 38 58.     (N)    090 40 16.     (W)     SCALED    
 JC0517* NAVD 88     -       140.16   (+/-2cm)     459.8    (feet)  VERTCON   
 JC0517  ___________________________________________________________________
 JC0517  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC0517
 JC0517  VERT ORDER  -  ? (See Below)
 JC0517
 JC0517.The horizontal coordinates were scaled from a topographic map and have
 JC0517.an estimated accuracy of +/- 6 seconds.
 JC0517
 JC0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0517.The vertical order pertains to the NGVD 29 superseded value.
 JC0517
 JC0517.The geoid height was determined by GEOID03.
 JC0517
 JC0517;                    North         East    Units  Estimated Accuracy
 JC0517;SPC MO E     -   312,530.      235,110.      MT  (+/- 180 meters Scaled)
 JC0517
 JC0517                          SUPERSEDED SURVEY CONTROL
 JC0517
 JC0517  NGVD 29 (??/??/92)  140.221  (m)          460.04   (f) ADJ UNCH    ?  
 JC0517
 JC0517.Superseded values are not recommended for survey control.
 JC0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0517.See file dsdata.txt to determine how the superseded data were derived.
 JC0517
 JC0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC026804(NAD 83)
 JC0517_MARKER: B = BOLT
 JC0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0517_SP_SET: STONE
 JC0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0517+STABILITY: SURFACE MOTION
 JC0517
 JC0517  HISTORY     - Date     Condition        Report By
 JC0517  HISTORY     - UNK      MONUMENTED       MORC
 JC0517  HISTORY     - 1934     MARK NOT FOUND   NGS
 JC0517
 JC0517                          STATION DESCRIPTION
 JC0517
 JC0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0517'AT MONARCH.
 JC0517'AT MONARCH, ST. LOUIS COUNTY, AT THE FOOT OF A BLUFF, OPPOSITE
 JC0517'THE LOWER END OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 JC0517'STATION PLATFORM 35 FEET WEST OF A ROAD LEADING NORTH ACROSS
 JC0517'THE BOTTOM, 18 FEET EAST OF A 20-INCH SUGAR-MAPLE TREE, AND ABOUT
 JC0517'15 FEET SOUTH OF THE CENTERLINE OF A ROAD LEADING WEST ALONG THE
 JC0517'FOOT OF THE BLUFF.  A COPPER BOLT LEADED IN THE TOP OF A STONE
 JC0517'18 INCHES SQUARE AND SET ABOUT 4 FEET UNDER GROUND.  NOTE-- ON
 JC0517'THIS DATE COVERED BY SEVERAL FEET OF WASH DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0516 ***********************************************************************
 JC0516  DESIGNATION -  31=10/1 CAP
 JC0516  PID         -  JC0516
 JC0516  STATE/COUNTY-  MO/ST LOUIS
 JC0516  USGS QUAD   -  WELDON SPRING (1994)
 JC0516
 JC0516                         *CURRENT SURVEY CONTROL
 JC0516  ___________________________________________________________________
 JC0516* NAD 83(1986)-  38 38 58.     (N)    090 40 16.     (W)     SCALED    
 JC0516* NAVD 88     -       141.40   (+/-2cm)     463.9    (feet)  VERTCON   
 JC0516  ___________________________________________________________________
 JC0516  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC0516
 JC0516  VERT ORDER  -  ? (See Below)
 JC0516
 JC0516.The horizontal coordinates were scaled from a topographic map and have
 JC0516.an estimated accuracy of +/- 6 seconds.
 JC0516
 JC0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0516.The vertical order pertains to the NGVD 29 superseded value.
 JC0516
 JC0516.The geoid height was determined by GEOID03.
 JC0516
 JC0516;                    North         East    Units  Estimated Accuracy
 JC0516;SPC MO E     -   312,530.      235,110.      MT  (+/- 180 meters Scaled)
 JC0516
 JC0516                          SUPERSEDED SURVEY CONTROL
 JC0516
 JC0516  NGVD 29 (??/??/92)  141.459  (m)          464.10   (f) ADJ UNCH    ?  
 JC0516
 JC0516.Superseded values are not recommended for survey control.
 JC0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0516.See file dsdata.txt to determine how the superseded data were derived.
 JC0516
 JC0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC026804(NAD 83)
 JC0516_MARKER: P = PIPE CAP
 JC0516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0516_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0516
 JC0516  HISTORY     - Date     Condition        Report By
 JC0516  HISTORY     - UNK      MONUMENTED       MORC
 JC0516  HISTORY     - 1934     MARK NOT FOUND   NGS
 JC0516
 JC0516                          STATION DESCRIPTION
 JC0516
 JC0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0516'AT MONARCH.
 JC0516'AT MONARCH, ST. LOUIS COUNTY, AT THE FOOT OF A BLUFF, OPPOSITE
 JC0516'THE LOWER END OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 JC0516'STATION PLATFORM, 35 FEET WEST OF A ROAD LEADING NORTH ACROSS
 JC0516'THE BOTTOM, 18 FEET EAST OF A 20-INCH SUGAR-MAPLE TREE, AND
 JC0516'ABOUT 15 FEET SOUTH OF THE CENTERLINE OF A ROAD LEADING WEST
 JC0516'ALONG THE FOOT OF THE BLUFF.  AN IRON PIPE BEARING A MISSOURI
 JC0516'RIVER COMMISSION STANDARD CAP.  ON THIS DATE COVERED BY SEVERAL
 JC0516'FEET OF WASH DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0389 ***********************************************************************
 LF0389  DESIGNATION -  312 BOLT
 LF0389  PID         -  LF0389
 LF0389  STATE/COUNTY-  MO/HOLT
 LF0389  USGS QUAD   -  CORNING (1984)
 LF0389
 LF0389                         *CURRENT SURVEY CONTROL
 LF0389  ___________________________________________________________________
 LF0389* NAD 83(1986)-  40 14 58.     (N)    095 27 25.     (W)     SCALED    
 LF0389* NAVD 88     -       266.738  (meters)     875.12   (feet)  ADJUSTED  
 LF0389  ___________________________________________________________________
 LF0389  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LF0389  DYNAMIC HT  -         266.594 (meters)     874.65  (feet)  COMP
 LF0389  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 LF0389
 LF0389  VERT ORDER  -  FIRST     CLASS II
 LF0389
 LF0389.The horizontal coordinates were scaled from a topographic map and have
 LF0389.an estimated accuracy of +/- 6 seconds.
 LF0389
 LF0389.The orthometric height was determined by differential leveling
 LF0389.and adjusted by the National Geodetic Survey in June 1991..
 LF0389
 LF0389.The geoid height was determined by GEOID03.
 LF0389
 LF0389.The dynamic height is computed by dividing the NAVD 88
 LF0389.geopotential number by the normal gravity value computed on the
 LF0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0389.degrees latitude (g = 980.6199 gals.).
 LF0389
 LF0389.The modeled gravity was interpolated from observed gravity values.
 LF0389
 LF0389;                    North         East    Units  Estimated Accuracy
 LF0389;SPC MO W     -   453,600.      768,590.      MT  (+/- 180 meters Scaled)
 LF0389
 LF0389                          SUPERSEDED SURVEY CONTROL
 LF0389
 LF0389  NGVD 29 (??/??/92)  266.656  (m)          874.85   (f) ADJ UNCH    1 2
 LF0389
 LF0389.Superseded values are not recommended for survey control.
 LF0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0389.See file dsdata.txt to determine how the superseded data were derived.
 LF0389
 LF0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE910583(NAD 83)
 LF0389_MARKER: B = BOLT
 LF0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0389_SP_SET: STONE
 LF0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0389+STABILITY: SURFACE MOTION
 LF0389
 LF0389  HISTORY     - Date     Condition        Report By
 LF0389  HISTORY     - UNK      MONUMENTED       MORC
 LF0389  HISTORY     - 1948     GOOD             NGS
 LF0389  HISTORY     - 1961     GOOD             NGS
 LF0389  HISTORY     - 19890728 MARK NOT FOUND   NGS
 LF0389
 LF0389                          STATION DESCRIPTION
 LF0389
 LF0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0389'AT CORNING.
 LF0389'AT CORNING, ABOUT 0.1 MILE NORTH-NORTHWEST OF THE STATION, SET
 LF0389'IN THE STONE CURBING ON THE NORTHEAST SIDE OF STATE HIGHWAY
 LF0389'NO. 111, 18.9 FEET SOUTHEAST OF THE SOUTH CORNER OF A GLAZED
 LF0389'BRICK FRONT BUILDING, 15.45 FEET NORTH-NORTHEAST OF THE HEAD
 LF0389'OF A NAIL DRIVEN IN THE CENTER OF A SMALL TRIANGULAR BLAZE ON THE
 LF0389'NORTHWEST SIDE OF A 30-INCH ELM TREE (THE ABOVE DISTANCE IS A
 LF0389'SLOPING DISTANCE FROM THE HEAD OF THE NAIL TO THE TOP OF THE
 LF0389'COPPER BOLT), 8.0 FEET NORTHEAST OF THE SOUTHWEST EDGE OF A
 LF0389'SIDEWALK, 1.6 FEET NORTHWEST OF THE SOUTHEAST END OF THE CURBING,
 LF0389'0.2 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE CURBING, 0.6
 LF0389'FOOT ABOVE THE SIDEWALK LEVEL.  A MISSOURI RIVER COMMISSION
 LF0389'COPPER BOLT LEADED IN A STONE CURBING.
 LF0389
 LF0389                          STATION RECOVERY (1961)
 LF0389
 LF0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0389'RECOVERED IN GOOD CONDITION.
 LF0389
 LF0389                          STATION RECOVERY (1989)
 LF0389
 LF0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0397 ***********************************************************************
 LF0397  DESIGNATION -  313 BOLT
 LF0397  PID         -  LF0397
 LF0397  STATE/COUNTY-  MO/ATCHISON
 LF0397  USGS QUAD   -  FAIRFAX (1981)
 LF0397
 LF0397                         *CURRENT SURVEY CONTROL
 LF0397  ___________________________________________________________________
 LF0397* NAD 83(1986)-  40 16 08.     (N)    095 28 44.     (W)     SCALED    
 LF0397* NAVD 88     -       266.498  (meters)     874.34   (feet)  ADJUSTED  
 LF0397  ___________________________________________________________________
 LF0397  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LF0397  DYNAMIC HT  -         266.355 (meters)     873.87  (feet)  COMP
 LF0397  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 LF0397
 LF0397  VERT ORDER  -  FIRST     CLASS II
 LF0397
 LF0397.The horizontal coordinates were scaled from a topographic map and have
 LF0397.an estimated accuracy of +/- 6 seconds.
 LF0397
 LF0397.The orthometric height was determined by differential leveling
 LF0397.and adjusted by the National Geodetic Survey in June 1991..
 LF0397
 LF0397.The geoid height was determined by GEOID03.
 LF0397
 LF0397.The dynamic height is computed by dividing the NAVD 88
 LF0397.geopotential number by the normal gravity value computed on the
 LF0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0397.degrees latitude (g = 980.6199 gals.).
 LF0397
 LF0397.The modeled gravity was interpolated from observed gravity values.
 LF0397
 LF0397;                    North         East    Units  Estimated Accuracy
 LF0397;SPC MO W     -   455,780.      766,740.      MT  (+/- 180 meters Scaled)
 LF0397
 LF0397                          SUPERSEDED SURVEY CONTROL
 LF0397
 LF0397  NGVD 29 (??/??/92)  266.416  (m)          874.07   (f) ADJ UNCH    1 2
 LF0397
 LF0397.Superseded values are not recommended for survey control.
 LF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0397.See file dsdata.txt to determine how the superseded data were derived.
 LF0397
 LF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE892605(NAD 83)
 LF0397_MARKER: B = BOLT
 LF0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0397_SP_SET: STONE
 LF0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0397+STABILITY: SURFACE MOTION
 LF0397
 LF0397  HISTORY     - Date     Condition        Report By
 LF0397  HISTORY     - UNK      MONUMENTED       MORC
 LF0397  HISTORY     - 1948     GOOD             NGS
 LF0397  HISTORY     - 1961     GOOD             NGS
 LF0397  HISTORY     - 19890728 MARK NOT FOUND   NGS
 LF0397
 LF0397                          STATION DESCRIPTION
 LF0397
 LF0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0397'2 MI NW FROM CORNING.
 LF0397'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0397'RAILROAD FROM THE STATION AT CORNING, 2.4 MILES SOUTHEAST OF
 LF0397'THE STATION AT NISHNABOTNA, ABOUT 0.15 MILE SOUTHEAST OF A
 LF0397'PRIVATE ROAD CROSSING, BETWEEN THE TRACK AND STATE HIGHWAY
 LF0397'NO. 111, 43.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 LF0397'33.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 49.7 FEET
 LF0397'NORTH OF MILEPOST NO. 117, 15.7 FEET EAST OF A TELEPHONE POLE,
 LF0397'1.0 FOOT NORTHWEST OF A REFERENCE POST.  THE TOP OF A COPPER
 LF0397'BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET 4.0 FEET
 LF0397'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 LF0397'A MISSOURI RIVER COMMISSION STANDARD CAP.
 LF0397
 LF0397                          STATION RECOVERY (1961)
 LF0397
 LF0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0397'RECOVERED IN GOOD CONDITION.
 LF0397
 LF0397                          STATION RECOVERY (1989)
 LF0397
 LF0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0396 ***********************************************************************
 LF0396  DESIGNATION -  313 CAP
 LF0396  PID         -  LF0396
 LF0396  STATE/COUNTY-  MO/ATCHISON
 LF0396  USGS QUAD   -  FAIRFAX (1981)
 LF0396
 LF0396                         *CURRENT SURVEY CONTROL
 LF0396  ___________________________________________________________________
 LF0396* NAD 83(1986)-  40 16 09.     (N)    095 28 44.     (W)     SCALED    
 LF0396* NAVD 88     -       267.722  (meters)     878.35   (feet)  ADJUSTED  
 LF0396  ___________________________________________________________________
 LF0396  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LF0396  DYNAMIC HT  -         267.578 (meters)     877.88  (feet)  COMP
 LF0396  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 LF0396
 LF0396  VERT ORDER  -  FIRST     CLASS II
 LF0396
 LF0396.The horizontal coordinates were scaled from a topographic map and have
 LF0396.an estimated accuracy of +/- 6 seconds.
 LF0396
 LF0396.The orthometric height was determined by differential leveling
 LF0396.and adjusted by the National Geodetic Survey in June 1991..
 LF0396
 LF0396.The geoid height was determined by GEOID03.
 LF0396
 LF0396.The dynamic height is computed by dividing the NAVD 88
 LF0396.geopotential number by the normal gravity value computed on the
 LF0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0396.degrees latitude (g = 980.6199 gals.).
 LF0396
 LF0396.The modeled gravity was interpolated from observed gravity values.
 LF0396
 LF0396;                    North         East    Units  Estimated Accuracy
 LF0396;SPC MO W     -   455,810.      766,740.      MT  (+/- 180 meters Scaled)
 LF0396
 LF0396                          SUPERSEDED SURVEY CONTROL
 LF0396
 LF0396  NGVD 29 (??/??/92)  267.639  (m)          878.08   (f) ADJ UNCH    1 2
 LF0396
 LF0396.Superseded values are not recommended for survey control.
 LF0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0396.See file dsdata.txt to determine how the superseded data were derived.
 LF0396
 LF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE892605(NAD 83)
 LF0396_MARKER: P = PIPE CAP
 LF0396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0396_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0396
 LF0396  HISTORY     - Date     Condition        Report By
 LF0396  HISTORY     - UNK      MONUMENTED       MORC
 LF0396  HISTORY     - 1948     GOOD             NGS
 LF0396  HISTORY     - 1961     GOOD             NGS
 LF0396  HISTORY     - 19890728 MARK NOT FOUND   NGS
 LF0396
 LF0396                          STATION DESCRIPTION
 LF0396
 LF0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0396'2 MI NW FROM CORNING.
 LF0396'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0396'RAILROAD FROM THE STATION AT CORNING, 2.4 MILES SOUTHEAST OF THE
 LF0396'STATION AT NISHNABOTNA, ABOUT 0.15 MILE SOUTHEAST OF A PRIVATE
 LF0396'ROAD CROSSING, BETWEEN THE TRACK AND STATE HIGHWAY NO. 111,
 LF0396'43.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 33.0 FEET
 LF0396'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 49.7 FEET NORTH
 LF0396'OF MILEPOST NO. 117, 15.7 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT
 LF0396'NORTHWEST OF A REFERENCE POST.  THE TOP OF A MISSOURI RIVER
 LF0396'COMMISSION STANDARD CAP.
 LF0396
 LF0396                          STATION RECOVERY (1961)
 LF0396
 LF0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0396'RECOVERED IN GOOD CONDITION.
 LF0396
 LF0396                          STATION RECOVERY (1989)
 LF0396
 LF0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0557 ***********************************************************************
 LF0557  DESIGNATION -  314 BOLT
 LF0557  PID         -  LF0557
 LF0557  STATE/COUNTY-  MO/ATCHISON
 LF0557  USGS QUAD   -  LANGDON (1984)
 LF0557
 LF0557                         *CURRENT SURVEY CONTROL
 LF0557  ___________________________________________________________________
 LF0557* NAD 83(1986)-  40 17 39.     (N)    095 30 27.     (W)     SCALED    
 LF0557* NAVD 88     -       266.087  (meters)     872.99   (feet)  ADJUSTED  
 LF0557  ___________________________________________________________________
 LF0557  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF0557  DYNAMIC HT  -         265.943 (meters)     872.51  (feet)  COMP
 LF0557  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 LF0557
 LF0557  VERT ORDER  -  FIRST     CLASS II
 LF0557
 LF0557.The horizontal coordinates were scaled from a topographic map and have
 LF0557.an estimated accuracy of +/- 6 seconds.
 LF0557
 LF0557.The orthometric height was determined by differential leveling
 LF0557.and adjusted by the National Geodetic Survey in June 1991..
 LF0557
 LF0557.The geoid height was determined by GEOID03.
 LF0557
 LF0557.The dynamic height is computed by dividing the NAVD 88
 LF0557.geopotential number by the normal gravity value computed on the
 LF0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0557.degrees latitude (g = 980.6199 gals.).
 LF0557
 LF0557.The modeled gravity was interpolated from observed gravity values.
 LF0557
 LF0557;                    North         East    Units  Estimated Accuracy
 LF0557;SPC MO W     -   458,620.      764,340.      MT  (+/- 180 meters Scaled)
 LF0557
 LF0557                          SUPERSEDED SURVEY CONTROL
 LF0557
 LF0557  NGVD 29 (??/??/92)  266.004  (m)          872.71   (f) ADJ UNCH    1 2
 LF0557
 LF0557.Superseded values are not recommended for survey control.
 LF0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0557.See file dsdata.txt to determine how the superseded data were derived.
 LF0557
 LF0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE868634(NAD 83)
 LF0557_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0557_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0557
 LF0557  HISTORY     - Date     Condition        Report By
 LF0557  HISTORY     - UNK      MONUMENTED       MORC
 LF0557  HISTORY     - 1948     GOOD             NGS
 LF0557  HISTORY     - 1961     GOOD             NGS
 LF0557  HISTORY     - 19890728 MARK NOT FOUND   NGS
 LF0557
 LF0557                          STATION DESCRIPTION
 LF0557
 LF0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0557'AT NISHNABOTNA.
 LF0557'AT NISHNABOTNA, 0.1 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON
 LF0557'AND QUINCY RAILROAD FROM THE STATION, AT A PUBLIC ROAD CROSSING,
 LF0557'64.0 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY NO. 111,
 LF0557'51.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 26.0 FEET
 LF0557'EAST OF THE CENTER LINE OF THE NORTH-SOUTH DIRT ROAD, 28.0 FEET
 LF0557'SOUTHEAST OF THE SOUTHEAST END OF A WOODEN BRIDGE, 17.0 FEET
 LF0557'NORTHEAST OF A TELEPHONE POLE, ON THE TOP OF A BANK, 1.4 FEET
 LF0557'SOUTHEAST OF A REFERENCE POST.  THE TOP OF A COPPER BOLT LEADED
 LF0557'IN A STONE 18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS
 LF0557'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 LF0557'COMMISSION STANDARD CAP.
 LF0557
 LF0557                          STATION RECOVERY (1961)
 LF0557
 LF0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0557'RECOVERED IN GOOD CONDITION.
 LF0557
 LF0557                          STATION RECOVERY (1989)
 LF0557
 LF0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0556 ***********************************************************************
 LF0556  DESIGNATION -  314 CAP
 LF0556  PID         -  LF0556
 LF0556  STATE/COUNTY-  MO/ATCHISON
 LF0556  USGS QUAD   -  LANGDON (1984)
 LF0556
 LF0556                         *CURRENT SURVEY CONTROL
 LF0556  ___________________________________________________________________
 LF0556* NAD 83(1986)-  40 17 39.     (N)    095 30 27.     (W)     SCALED    
 LF0556* NAVD 88     -       267.316  (meters)     877.02   (feet)  ADJUSTED  
 LF0556  ___________________________________________________________________
 LF0556  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF0556  DYNAMIC HT  -         267.172 (meters)     876.55  (feet)  COMP
 LF0556  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 LF0556
 LF0556  VERT ORDER  -  FIRST     CLASS II
 LF0556
 LF0556.The horizontal coordinates were scaled from a topographic map and have
 LF0556.an estimated accuracy of +/- 6 seconds.
 LF0556
 LF0556.The orthometric height was determined by differential leveling
 LF0556.and adjusted by the National Geodetic Survey in June 1991..
 LF0556
 LF0556.The geoid height was determined by GEOID03.
 LF0556
 LF0556.The dynamic height is computed by dividing the NAVD 88
 LF0556.geopotential number by the normal gravity value computed on the
 LF0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0556.degrees latitude (g = 980.6199 gals.).
 LF0556
 LF0556.The modeled gravity was interpolated from observed gravity values.
 LF0556
 LF0556;                    North         East    Units  Estimated Accuracy
 LF0556;SPC MO W     -   458,620.      764,340.      MT  (+/- 180 meters Scaled)
 LF0556
 LF0556                          SUPERSEDED SURVEY CONTROL
 LF0556
 LF0556  NGVD 29 (??/??/92)  267.228  (m)          876.73   (f) ADJ UNCH    1 2
 LF0556
 LF0556.Superseded values are not recommended for survey control.
 LF0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0556.See file dsdata.txt to determine how the superseded data were derived.
 LF0556
 LF0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE868634(NAD 83)
 LF0556_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0556_SETTING: 0 = UNSPECIFIED SETTING
 LF0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0556
 LF0556  HISTORY     - Date     Condition        Report By
 LF0556  HISTORY     - UNK      MONUMENTED       MORC
 LF0556  HISTORY     - 1948     GOOD             NGS
 LF0556  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0556  HISTORY     - 19890728 MARK NOT FOUND   NGS
 LF0556
 LF0556                          STATION DESCRIPTION
 LF0556
 LF0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0556'AT NISHNABOTNA.
 LF0556'AT NISHNABOTNA, 0.1 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON
 LF0556'AND QUINCY RAILROAD FROM THE STATION, AT A PUBLIC ROAD CROSSING,
 LF0556'64.0 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY NO. 111,
 LF0556'51.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 26.0 FEET
 LF0556'EAST OF THE CENTER LINE OF THE NORTH-SOUTH DIRT ROAD, 28.0 FEET
 LF0556'SOUTHEAST OF THE SOUTHEAST END OF A WOODEN BRIDGE, 17.0 FEET
 LF0556'NORTHEAST OF A TELEPHONE POLE, ON THE TOP OF A BANK, 1.4 FEET
 LF0556'SOUTHEAST OF A REFERENCE POST, PROJECTING 1.0 FOOT ABOVE THE
 LF0556'GROUND.  THE TOP OF A MISSOURI RIVER COMMISSION STANDARD CAP.
 LF0556'NOTE-- THE IRON PIPE IS NORTH OF THE PUBLIC ROAD CROSSING.
 LF0556
 LF0556                          STATION RECOVERY (1964)
 LF0556
 LF0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0556'MARK NOT FOUND.
 LF0556
 LF0556                          STATION RECOVERY (1989)
 LF0556
 LF0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0974 ***********************************************************************
 GD0974  DESIGNATION -  314.2
 GD0974  PID         -  GD0974
 GD0974  STATE/COUNTY-  MO/NEW MADRID
 GD0974  USGS QUAD   -  SIKESTON SOUTH (1979)
 GD0974
 GD0974                         *CURRENT SURVEY CONTROL
 GD0974  ___________________________________________________________________
 GD0974* NAD 83(1986)-  36 45 32.     (N)    089 35 06.     (W)     SCALED    
 GD0974* NAVD 88     -        95.302  (meters)     312.67   (feet)  ADJUSTED  
 GD0974  ___________________________________________________________________
 GD0974  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD0974  DYNAMIC HT  -          95.228 (meters)     312.43  (feet)  COMP
 GD0974  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GD0974
 GD0974  VERT ORDER  -  SECOND    CLASS 0
 GD0974
 GD0974.The horizontal coordinates were scaled from a topographic map and have
 GD0974.an estimated accuracy of +/- 6 seconds.
 GD0974
 GD0974.The orthometric height was determined by differential leveling
 GD0974.and adjusted by the National Geodetic Survey in June 1991..
 GD0974
 GD0974.The geoid height was determined by GEOID03.
 GD0974
 GD0974.The dynamic height is computed by dividing the NAVD 88
 GD0974.geopotential number by the normal gravity value computed on the
 GD0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0974.degrees latitude (g = 980.6199 gals.).
 GD0974
 GD0974.The modeled gravity was interpolated from observed gravity values.
 GD0974
 GD0974;                    North         East    Units  Estimated Accuracy
 GD0974;SPC MO E     -   103,090.      331,700.      MT  (+/- 180 meters Scaled)
 GD0974
 GD0974                          SUPERSEDED SURVEY CONTROL
 GD0974
 GD0974  NGVD 29 (??/??/??)   95.228  (m)          312.43   (f) ADJUSTED    2 0
 GD0974
 GD0974.Superseded values are not recommended for survey control.
 GD0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0974.See file dsdata.txt to determine how the superseded data were derived.
 GD0974
 GD0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF692712(NAD 83)
 GD0974_MARKER: Q = CHISELED SQUARE
 GD0974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0974_SP_SET: SIDEWALK
 GD0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0974
 GD0974  HISTORY     - Date     Condition        Report By
 GD0974  HISTORY     - UNK      MONUMENTED       USGS
 GD0974  HISTORY     - 1933     GOOD             CGS
 GD0974  HISTORY     - 20020817 MARK NOT FOUND   USACE
 GD0974
 GD0974                          STATION DESCRIPTION
 GD0974
 GD0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0974'AT MATTHEWS.
 GD0974'AT MATTHEWS, NEW MADRID COUNTY, 20 FEET NORTHEAST TO THE ENTRANCE
 GD0974'OF A GENERAL STORE, ON THE SOUTH SIDE OF THE STREET, AND ON THE
 GD0974'TOP OF THE LOWER CONCRETE STEP TOP THE SIDEWALL.  A CHISELED
 GD0974'SQUARE.
 GD0974
 GD0974                          STATION RECOVERY (2002)
 GD0974
 GD0974'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0563 ***********************************************************************
 LF0563  DESIGNATION -  316 BOLT
 LF0563  PID         -  LF0563
 LF0563  STATE/COUNTY-  MO/ATCHISON
 LF0563  USGS QUAD   -  LANGDON (1984)
 LF0563
 LF0563                         *CURRENT SURVEY CONTROL
 LF0563  ___________________________________________________________________
 LF0563* NAD 83(1986)-  40 20 08.     (N)    095 33 14.     (W)     SCALED    
 LF0563* NAVD 88     -       269.129  (meters)     882.97   (feet)  ADJUSTED  
 LF0563  ___________________________________________________________________
 LF0563  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LF0563  DYNAMIC HT  -         268.985 (meters)     882.50  (feet)  COMP
 LF0563  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 LF0563
 LF0563  VERT ORDER  -  FIRST     CLASS II
 LF0563
 LF0563.The horizontal coordinates were scaled from a topographic map and have
 LF0563.an estimated accuracy of +/- 6 seconds.
 LF0563
 LF0563.The orthometric height was determined by differential leveling
 LF0563.and adjusted by the National Geodetic Survey in June 1991..
 LF0563
 LF0563.The geoid height was determined by GEOID03.
 LF0563
 LF0563.The dynamic height is computed by dividing the NAVD 88
 LF0563.geopotential number by the normal gravity value computed on the
 LF0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0563.degrees latitude (g = 980.6199 gals.).
 LF0563
 LF0563.The modeled gravity was interpolated from observed gravity values.
 LF0563
 LF0563;                    North         East    Units  Estimated Accuracy
 LF0563;SPC MO W     -   463,260.      760,450.      MT  (+/- 180 meters Scaled)
 LF0563
 LF0563                          SUPERSEDED SURVEY CONTROL
 LF0563
 LF0563  NGVD 29 (??/??/92)  269.043  (m)          882.69   (f) ADJ UNCH    1 2
 LF0563
 LF0563.Superseded values are not recommended for survey control.
 LF0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0563.See file dsdata.txt to determine how the superseded data were derived.
 LF0563
 LF0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE830681(NAD 83)
 LF0563_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0563_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0563_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0563
 LF0563  HISTORY     - Date     Condition        Report By
 LF0563  HISTORY     - UNK      MONUMENTED       MORC
 LF0563  HISTORY     - 1948     GOOD             NGS
 LF0563  HISTORY     - 1961     GOOD             NGS
 LF0563  HISTORY     - 19890726 MARK NOT FOUND   NGS
 LF0563
 LF0563                          STATION DESCRIPTION
 LF0563
 LF0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0563'2 MI SE FROM LANGDON.
 LF0563'2.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0563'RAILROAD FROM THE STATION AT LANGDON, 3.6 MILES NORTHWEST ALONG
 LF0563'THE RAILROAD FROM THE STATION AT NISHNABOTNA, AT A PRIVATE ROAD
 LF0563'CROSSING, 126.0 FEET NORTHWEST OF MILEPOST 123, 37.0 FEET
 LF0563'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 43.6 FEET NORTHEAST
 LF0563'OF THE NORTHEAST RAIL OF THE TRACK, 13.1 FEET NORTHWEST OF A
 LF0563'3-WAY CORNER FENCE POST, 2.1 FEET SOUTHWEST OF THE NORTHEAST
 LF0563'RIGHT-OF-WAY FENCE, 1.5 FEET NORTHWEST OF A REFERENCE POST.
 LF0563'THE TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE
 LF0563'AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH
 LF0563'AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 LF0563
 LF0563                          STATION RECOVERY (1961)
 LF0563
 LF0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0563'RECOVERED IN GOOD CONDITION.
 LF0563
 LF0563                          STATION RECOVERY (1989)
 LF0563
 LF0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0562 ***********************************************************************
 LF0562  DESIGNATION -  316 CAP
 LF0562  PID         -  LF0562
 LF0562  STATE/COUNTY-  MO/ATCHISON
 LF0562  USGS QUAD   -  LANGDON (1984)
 LF0562
 LF0562                         *CURRENT SURVEY CONTROL
 LF0562  ___________________________________________________________________
 LF0562* NAD 83(1986)-  40 20 08.     (N)    095 33 14.     (W)     SCALED    
 LF0562* NAVD 88     -       270.342  (meters)     886.95   (feet)  ADJUSTED  
 LF0562  ___________________________________________________________________
 LF0562  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LF0562  DYNAMIC HT  -         270.198 (meters)     886.47  (feet)  COMP
 LF0562  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 LF0562
 LF0562  VERT ORDER  -  FIRST     CLASS II
 LF0562
 LF0562.The horizontal coordinates were scaled from a topographic map and have
 LF0562.an estimated accuracy of +/- 6 seconds.
 LF0562
 LF0562.The orthometric height was determined by differential leveling
 LF0562.and adjusted by the National Geodetic Survey in June 1991..
 LF0562.WARNING-Repeat measurements at this control monument indicate possible
 LF0562.vertical movement.
 LF0562
 LF0562.The geoid height was determined by GEOID03.
 LF0562
 LF0562.The dynamic height is computed by dividing the NAVD 88
 LF0562.geopotential number by the normal gravity value computed on the
 LF0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0562.degrees latitude (g = 980.6199 gals.).
 LF0562
 LF0562.The modeled gravity was interpolated from observed gravity values.
 LF0562
 LF0562;                    North         East    Units  Estimated Accuracy
 LF0562;SPC MO W     -   463,260.      760,450.      MT  (+/- 180 meters Scaled)
 LF0562
 LF0562                          SUPERSEDED SURVEY CONTROL
 LF0562
 LF0562  NGVD 29 (??/??/92)  270.269  (m)          886.71   (f) ADJ UNCH    1 2
 LF0562
 LF0562.Superseded values are not recommended for survey control.
 LF0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0562.See file dsdata.txt to determine how the superseded data were derived.
 LF0562
 LF0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE830681(NAD 83)
 LF0562_MARKER: P = PIPE CAP
 LF0562_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0562_SP_SET: METAL PIPE IMBEDDED IN GROUND
 LF0562_MARK LOGO: MORC  
 LF0562_PROJECTION: PROJECTING 5 CENTIMETERS
 LF0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0562+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0562_ROD/PIPE-DEPTH: 1.3  meters
 LF0562
 LF0562  HISTORY     - Date     Condition        Report By
 LF0562  HISTORY     - UNK      MONUMENTED       MORC
 LF0562  HISTORY     - 1948     GOOD             NGS
 LF0562  HISTORY     - 1961     GOOD             NGS
 LF0562  HISTORY     - 19890726 GOOD             NGS
 LF0562
 LF0562                          STATION DESCRIPTION
 LF0562
 LF0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0562'2 MI SE FROM LANGDON.
 LF0562'2.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0562'RAILROAD FROM THE STATION AT LANGDON, 3.6 MILES NORTHWEST ALONG
 LF0562'THE RAILROAD FROM THE STATION AT NISHNABOTNA, AT A PRIVATE ROAD
 LF0562'CROSSING, 126.0 FEET NORTHWEST OF MILEPOST 123, 37.0 FEET
 LF0562'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 43.6 FEET NORTHEAST
 LF0562'OF THE NORTHEAST RAIL OF THE TRACK, 13.1 FEET NORTHWEST OF A
 LF0562'3-WAY CORNER FENCE POST, 2.1 FEET SOUTHWEST OF THE NORTHEAST
 LF0562'RIGHT-OF-WAY FENCE, 1.5 FEET NORTHWEST OF A REFERENCE POST,
 LF0562'PROJECTING 0.5 FOOT ABOVE THE GROUND.  THE TOP OF A MISSOURI
 LF0562'RIVER COMMISSION STANDARD CAP.
 LF0562
 LF0562                          STATION RECOVERY (1961)
 LF0562
 LF0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0562'RECOVERED IN GOOD CONDITION.
 LF0562
 LF0562                          STATION RECOVERY (1989)
 LF0562
 LF0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0562'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.3 KM (2.05
 LF0562'MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0562'JUNCTION OF STATE HIGHWAY E IN LANGDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0569 ***********************************************************************
 LF0569  DESIGNATION -  317 BOLT
 LF0569  PID         -  LF0569
 LF0569  STATE/COUNTY-  MO/ATCHISON
 LF0569  USGS QUAD   -  LANGDON (1984)
 LF0569
 LF0569                         *CURRENT SURVEY CONTROL
 LF0569  ___________________________________________________________________
 LF0569* NAD 83(1986)-  40 22 27.     (N)    095 35 20.     (W)     SCALED    
 LF0569* NAVD 88     -       269.692  (meters)     884.81   (feet)  ADJUSTED  
 LF0569  ___________________________________________________________________
 LF0569  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LF0569  DYNAMIC HT  -         269.549 (meters)     884.35  (feet)  COMP
 LF0569  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 LF0569
 LF0569  VERT ORDER  -  FIRST     CLASS II
 LF0569
 LF0569.The horizontal coordinates were scaled from a topographic map and have
 LF0569.an estimated accuracy of +/- 6 seconds.
 LF0569
 LF0569.The orthometric height was determined by differential leveling
 LF0569.and adjusted by the National Geodetic Survey in June 1991..
 LF0569
 LF0569.The geoid height was determined by GEOID03.
 LF0569
 LF0569.The dynamic height is computed by dividing the NAVD 88
 LF0569.geopotential number by the normal gravity value computed on the
 LF0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0569.degrees latitude (g = 980.6199 gals.).
 LF0569
 LF0569.The modeled gravity was interpolated from observed gravity values.
 LF0569
 LF0569;                    North         East    Units  Estimated Accuracy
 LF0569;SPC MO W     -   467,580.      757,530.      MT  (+/- 180 meters Scaled)
 LF0569
 LF0569                          SUPERSEDED SURVEY CONTROL
 LF0569
 LF0569  NGVD 29 (??/??/92)  269.606  (m)          884.53   (f) ADJ UNCH    1 2
 LF0569
 LF0569.Superseded values are not recommended for survey control.
 LF0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0569.See file dsdata.txt to determine how the superseded data were derived.
 LF0569
 LF0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE802725(NAD 83)
 LF0569_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0569_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0569
 LF0569  HISTORY     - Date     Condition        Report By
 LF0569  HISTORY     - UNK      MONUMENTED       MORC
 LF0569  HISTORY     - 1947     GOOD             NGS
 LF0569  HISTORY     - 1961     GOOD             NGS
 LF0569  HISTORY     - 19890726 MARK NOT FOUND   NGS
 LF0569
 LF0569                          STATION DESCRIPTION
 LF0569
 LF0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0569'2 MI S FROM PHELPS CITY.
 LF0569'1.95 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0569'FROM THE STATION AT PHELPS CITY, 0.5 MILE NORTH OF AN EAST-WEST
 LF0569'ROAD CROSSING, 0.35 MILE NORTH OF MILE POST NO. 126, 63.0 FEET
 LF0569'NORTH OF A TELEPHONE POLE, 57.5 FEET SOUTH OF A CONCRETE FENCE
 LF0569'CORNER POST WHICH IS AT THE NORTH END OF A GATE, 43.6 FEET
 LF0569'EAST OF THE EAST RAIL OF THE TRACK, 4.8 FEET WEST OF THE NORTHWEST
 LF0569'LEG OF A STEEL WIND MILL TOWER, 2.5 FEET WEST OF THE EAST RIGHT
 LF0569'OF WAY FENCE, 1.5 FOOT SOUTH OF A REFERENCE POST, A MISSOURI
 LF0569'RIVER COMMISSION COPPER BOLT SET IN AN 18-INCH SQUARE STONE
 LF0569'3.2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD BY REMOVING THE
 LF0569'CAP FROM THE TOP OF A 4-INCH IRON PIPE 4 FEET LONG WHICH SURMOUNTS
 LF0569'THE STONE AND IS ABOUT 4 FEET BELOW THE TRACK AND PROJECTS
 LF0569'0.8 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 1.3 MILE NORTH ALONG
 LF0569'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE STATION
 LF0569'AT LANGDON.
 LF0569
 LF0569                          STATION RECOVERY (1961)
 LF0569
 LF0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0569'RECOVERED IN GOOD CONDITION.
 LF0569
 LF0569                          STATION RECOVERY (1989)
 LF0569
 LF0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0568 ***********************************************************************
 LF0568  DESIGNATION -  317 CAP
 LF0568  PID         -  LF0568
 LF0568  STATE/COUNTY-  MO/ATCHISON
 LF0568  USGS QUAD   -  LANGDON (1984)
 LF0568
 LF0568                         *CURRENT SURVEY CONTROL
 LF0568  ___________________________________________________________________
 LF0568* NAD 83(1986)-  40 22 28.     (N)    095 35 20.     (W)     SCALED    
 LF0568* NAVD 88     -       270.919  (meters)     888.84   (feet)  ADJUSTED  
 LF0568  ___________________________________________________________________
 LF0568  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LF0568  DYNAMIC HT  -         270.775 (meters)     888.37  (feet)  COMP
 LF0568  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 LF0568
 LF0568  VERT ORDER  -  FIRST     CLASS II
 LF0568
 LF0568.The horizontal coordinates were scaled from a topographic map and have
 LF0568.an estimated accuracy of +/- 6 seconds.
 LF0568
 LF0568.The orthometric height was determined by differential leveling
 LF0568.and adjusted by the National Geodetic Survey in June 1991..
 LF0568
 LF0568.The geoid height was determined by GEOID03.
 LF0568
 LF0568.The dynamic height is computed by dividing the NAVD 88
 LF0568.geopotential number by the normal gravity value computed on the
 LF0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0568.degrees latitude (g = 980.6199 gals.).
 LF0568
 LF0568.The modeled gravity was interpolated from observed gravity values.
 LF0568
 LF0568;                    North         East    Units  Estimated Accuracy
 LF0568;SPC MO W     -   467,610.      757,530.      MT  (+/- 180 meters Scaled)
 LF0568
 LF0568                          SUPERSEDED SURVEY CONTROL
 LF0568
 LF0568  NGVD 29 (??/??/92)  270.832  (m)          888.55   (f) ADJ UNCH    1 2
 LF0568
 LF0568.Superseded values are not recommended for survey control.
 LF0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0568.See file dsdata.txt to determine how the superseded data were derived.
 LF0568
 LF0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE802725(NAD 83)
 LF0568_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0568_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0568
 LF0568  HISTORY     - Date     Condition        Report By
 LF0568  HISTORY     - UNK      MONUMENTED       MORC
 LF0568  HISTORY     - 1947     POOR             NGS
 LF0568  HISTORY     - 1961     GOOD             NGS
 LF0568  HISTORY     - 19890726 MARK NOT FOUND   NGS
 LF0568
 LF0568                          STATION DESCRIPTION
 LF0568
 LF0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0568'2 MI S FROM PHELPS CITY.
 LF0568'1.95 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0568'FROM THE STATION AT PHELPS CITY, 0.5 MILE NORTH OF AN EAST-WEST
 LF0568'ROAD CROSSING, 0.35 MILE NORTH OF MILE POST NO. 126, 63.0 FEET
 LF0568'NORTH OF A TELEPHONE POLE, 57.5 FEET SOUTH OF A CONCRETE FENCE
 LF0568'CORNER POST WHICH IS AT THE NORTH END OF A GATE, 43.6 FEET EAST
 LF0568'OF THE EAST RAIL OF THE TRACK, 4.8 FEET WEST OF THE NORTHWEST
 LF0568'LEG OF A STEEL WIND MILL TOWER, 2.5 FEET WEST OF THE EAST RIGHT
 LF0568'OF WAY FENCE, 1.5 FOOT SOUTH OF A REFERENCE POST, A MISSOURI
 LF0568'RIVER COMMISSION IRON CAP BOLTED ON TOP OF A 4-INCH PIPE WHICH
 LF0568'IS ABOUT 4 FEET BELOW THE TRACK AND PROJECTS 0.8 FOOT.  NOTE-- THIS
 LF0568'BENCH MARK IS ALSO 1.3 MILE NORTH ALONG THE CHICAGO, BURLINGTON
 LF0568'AND QUINCY RAILROAD FROM THE STATION AT LANGDON.  CAP WAS
 LF0568'REPLACED ON PIPE AND PIPE WAS CLEANED OUT AND CENTERED AND
 LF0568'PLUMBED OVER THE COPPER BOLT SUBSURFACE MARK.
 LF0568
 LF0568                          STATION RECOVERY (1961)
 LF0568
 LF0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0568'RECOVERED IN GOOD CONDITION.
 LF0568
 LF0568                          STATION RECOVERY (1989)
 LF0568
 LF0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0574 ***********************************************************************
 LF0574  DESIGNATION -  318 BOLT
 LF0574  PID         -  LF0574
 LF0574  STATE/COUNTY-  MO/ATCHISON
 LF0574  USGS QUAD   -  ROCK PORT (1981)
 LF0574
 LF0574                         *CURRENT SURVEY CONTROL
 LF0574  ___________________________________________________________________
 LF0574* NAD 83(1986)-  40 24 13.     (N)    095 36 02.     (W)     SCALED    
 LF0574* NAVD 88     -       270.606  (meters)     887.81   (feet)  ADJUSTED  
 LF0574  ___________________________________________________________________
 LF0574  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF0574  DYNAMIC HT  -         270.463 (meters)     887.34  (feet)  COMP
 LF0574  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 LF0574
 LF0574  VERT ORDER  -  FIRST     CLASS II
 LF0574
 LF0574.The horizontal coordinates were scaled from a topographic map and have
 LF0574.an estimated accuracy of +/- 6 seconds.
 LF0574
 LF0574.The orthometric height was determined by differential leveling
 LF0574.and adjusted by the National Geodetic Survey in June 1991..
 LF0574
 LF0574.The geoid height was determined by GEOID03.
 LF0574
 LF0574.The dynamic height is computed by dividing the NAVD 88
 LF0574.geopotential number by the normal gravity value computed on the
 LF0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0574.degrees latitude (g = 980.6199 gals.).
 LF0574
 LF0574.The modeled gravity was interpolated from observed gravity values.
 LF0574
 LF0574;                    North         East    Units  Estimated Accuracy
 LF0574;SPC MO W     -   470,860.      756,580.      MT  (+/- 180 meters Scaled)
 LF0574
 LF0574                          SUPERSEDED SURVEY CONTROL
 LF0574
 LF0574  NGVD 29 (??/??/92)  270.52   (m)          887.5    (f) COMPUTED    1 2
 LF0574
 LF0574.Superseded values are not recommended for survey control.
 LF0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0574.See file dsdata.txt to determine how the superseded data were derived.
 LF0574
 LF0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE793758(NAD 83)
 LF0574_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0574_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0574_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0574
 LF0574  HISTORY     - Date     Condition        Report By
 LF0574  HISTORY     - UNK      MONUMENTED       MORC
 LF0574  HISTORY     - 1947     GOOD             NGS
 LF0574  HISTORY     - 1961     GOOD             NGS
 LF0574  HISTORY     - 19990630 GOOD             MOHC
 LF0574
 LF0574                          STATION DESCRIPTION
 LF0574
 LF0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0574'AT PHELPS CITY.
 LF0574'AT PHELPS CITY, ABOUT 0.1 MILE NORTH OF THE CHICAGO, BURLINGTON
 LF0574'AND QUINCY RAILROAD STATION, IN THE METHODIST CHURCH YARD,
 LF0574'204.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 LF0574'RAILROAD, 200.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO.4,
 LF0574'48.2 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE TO THE
 LF0574'METHODIST CHURCH, 35.0 FEET WEST OF THE CENTER OF ATCHISON
 LF0574'COUNTY ROAD U, 33.0 FEET EAST NORTHEAST OF THE EDGE OF A
 LF0574'2 1/2 FOOT LOCUST TREE, 1.5 FOOT NORTH OF A REFERENCE POST, A
 LF0574'MISSOURI RIVER COMMISSION COPPER BOLT SET IN AN 18-INCH SQUARE
 LF0574'STONE 3.2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD BY REMOVING
 LF0574'THE CAP FROM THE TOP OF A 4-INCH IRON PIPE 4 FEET LONG WHICH
 LF0574'SURMOUNTS THE STONE AND PROJECTS 0.8 FOOT.
 LF0574
 LF0574                          STATION RECOVERY (1961)
 LF0574
 LF0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0574'RECOVERED IN GOOD CONDITION.
 LF0574
 LF0574                          STATION RECOVERY (1999)
 LF0574
 LF0574'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 LF0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1473 ***********************************************************************
 LF1473  DESIGNATION -  318=106/3 RESET
 LF1473  PID         -  LF1473
 LF1473  STATE/COUNTY-  MO/ATCHISON
 LF1473  USGS QUAD   -  ROCK PORT (1981)
 LF1473
 LF1473                         *CURRENT SURVEY CONTROL
 LF1473  ___________________________________________________________________
 LF1473* NAD 83(1986)-  40 24 11.     (N)    095 35 57.     (W)     SCALED    
 LF1473* NAVD 88     -       272.012  (meters)     892.43   (feet)  ADJUSTED  
 LF1473  ___________________________________________________________________
 LF1473  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF1473  DYNAMIC HT  -         271.868 (meters)     891.95  (feet)  COMP
 LF1473  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 LF1473
 LF1473  VERT ORDER  -  FIRST     CLASS II
 LF1473
 LF1473.The horizontal coordinates were scaled from a topographic map and have
 LF1473.an estimated accuracy of +/- 6 seconds.
 LF1473
 LF1473.The orthometric height was determined by differential leveling
 LF1473.and adjusted by the National Geodetic Survey in June 1991..
 LF1473
 LF1473.The geoid height was determined by GEOID03.
 LF1473
 LF1473.The dynamic height is computed by dividing the NAVD 88
 LF1473.geopotential number by the normal gravity value computed on the
 LF1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1473.degrees latitude (g = 980.6199 gals.).
 LF1473
 LF1473.The modeled gravity was interpolated from observed gravity values.
 LF1473
 LF1473;                    North         East    Units  Estimated Accuracy
 LF1473;SPC MO W     -   470,800.      756,700.      MT  (+/- 180 meters Scaled)
 LF1473
 LF1473                          SUPERSEDED SURVEY CONTROL
 LF1473
 LF1473.No superseded survey control is available for this station.
 LF1473
 LF1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE794757(NAD 83)
 LF1473_MARKER: DV = VERTICAL CONTROL DISK
 LF1473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LF1473_SP_SET: COPPER-CLAD STEEL ROD
 LF1473_STAMPING: PBM MORC 318 106/3 RESET 1972
 LF1473_MARK LOGO: NGS   
 LF1473_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1473+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1989
 LF1473
 LF1473  HISTORY     - Date     Condition        Report By
 LF1473  HISTORY     - 1972     MONUMENTED       NGS
 LF1473  HISTORY     - 19890814 GOOD             NGS
 LF1473
 LF1473                          STATION DESCRIPTION
 LF1473
 LF1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1473'0.1 KM (0.05 MI) SOUTHERLY ALONG COUNTY ROAD U FROM THE JUNCTION OF
 LF1473'U.S. HIGHWAY 136 IN PHELPS CITY, 7.3 M (24.0 FT) WEST OF THE CENTER
 LF1473'OF THE HIGHWAY, 7.3 M (24.0 FT) NORTH OF THE CENTER OF A DRIVEWAY
 LF1473'LEADING WEST, 4.3 M (14.1 FT) EAST OF A 20-INCH ELM TREE, 0.8 M (2.6
 LF1473'FT) NORTH OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTH-SOUTHWEST OF A
 LF1473'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE DISK
 LF1473'IS THROUGH A 4-INCH PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0581 ***********************************************************************
 LF0581  DESIGNATION -  319 BOLT
 LF0581  PID         -  LF0581
 LF0581  STATE/COUNTY-  MO/ATCHISON
 LF0581  USGS QUAD   -  ROCK PORT (1981)
 LF0581
 LF0581                         *CURRENT SURVEY CONTROL
 LF0581  ___________________________________________________________________
 LF0581* NAD 83(1986)-  40 26 51.     (N)    095 36 47.     (W)     SCALED    
 LF0581* NAVD 88     -       271.244  (meters)     889.91   (feet)  ADJUSTED  
 LF0581  ___________________________________________________________________
 LF0581  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LF0581  DYNAMIC HT  -         271.101 (meters)     889.44  (feet)  COMP
 LF0581  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LF0581
 LF0581  VERT ORDER  -  FIRST     CLASS II
 LF0581
 LF0581.The horizontal coordinates were scaled from a topographic map and have
 LF0581.an estimated accuracy of +/- 6 seconds.
 LF0581
 LF0581.The orthometric height was determined by differential leveling
 LF0581.and adjusted by the National Geodetic Survey in June 1991..
 LF0581
 LF0581.The geoid height was determined by GEOID03.
 LF0581
 LF0581.The dynamic height is computed by dividing the NAVD 88
 LF0581.geopotential number by the normal gravity value computed on the
 LF0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0581.degrees latitude (g = 980.6199 gals.).
 LF0581
 LF0581.The modeled gravity was interpolated from observed gravity values.
 LF0581
 LF0581;                    North         East    Units  Estimated Accuracy
 LF0581;SPC MO W     -   475,750.      755,580.      MT  (+/- 180 meters Scaled)
 LF0581
 LF0581                          SUPERSEDED SURVEY CONTROL
 LF0581
 LF0581  NGVD 29 (??/??/92)  271.154  (m)          889.61   (f) ADJ UNCH    1 2
 LF0581
 LF0581.Superseded values are not recommended for survey control.
 LF0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0581.See file dsdata.txt to determine how the superseded data were derived.
 LF0581
 LF0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE784807(NAD 83)
 LF0581_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0581_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0581
 LF0581  HISTORY     - Date     Condition        Report By
 LF0581  HISTORY     - UNK      MONUMENTED       MORC
 LF0581  HISTORY     - 1948     GOOD             NGS
 LF0581  HISTORY     - 1961     GOOD             NGS
 LF0581  HISTORY     - 19890726 MARK NOT FOUND   NGS
 LF0581
 LF0581                          STATION DESCRIPTION
 LF0581
 LF0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0581'2.5 MI S FROM WATSON.
 LF0581'2.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0581'FROM THE STATION AT WATSON, 3.0 MILES NORTH OF THE STATION AT
 LF0581'PHELPS CITY, 0.5 MILE SOUTH OF MILEPOST NO. 132, ABOUT 224.0 FEET
 LF0581'SOUTH OF A POINT ON THE PROJECTED EAST-WEST 1/2 SECTION LINE
 LF0581'FENCE, 40.0 FEET NORTH OF THE 20TH. POLE SOUTH OF MILEPOST 132
 LF0581'(MOST EASTERLY ROW OF POLES ON THE EAST SIDE OF TRACK), 37.3 FEET
 LF0581'SOUTH OF THE 20TH. POLE SOUTH OF MILEPOST 132 (MOST WESTERLY
 LF0581'ROW OF POLES ON THE EAST SIDE OF TRACK), 42.5 FEET EAST OF THE
 LF0581'EAST RAIL OF THE TRACK, 2.5 FEET NORTH OF A REFERENCE POST.
 LF0581'THE TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE
 LF0581'AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH
 LF0581'AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 LF0581
 LF0581                          STATION RECOVERY (1961)
 LF0581
 LF0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0581'RECOVERED IN GOOD CONDITION.
 LF0581
 LF0581                          STATION RECOVERY (1989)
 LF0581
 LF0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0580 ***********************************************************************
 LF0580  DESIGNATION -  319 CAP
 LF0580  PID         -  LF0580
 LF0580  STATE/COUNTY-  MO/ATCHISON
 LF0580  USGS QUAD   -  ROCK PORT (1981)
 LF0580
 LF0580                         *CURRENT SURVEY CONTROL
 LF0580  ___________________________________________________________________
 LF0580* NAD 83(1986)-  40 26 51.     (N)    095 36 47.     (W)     SCALED    
 LF0580* NAVD 88     -       272.471  (meters)     893.93   (feet)  ADJUSTED  
 LF0580  ___________________________________________________________________
 LF0580  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LF0580  DYNAMIC HT  -         272.327 (meters)     893.46  (feet)  COMP
 LF0580  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LF0580
 LF0580  VERT ORDER  -  FIRST     CLASS II
 LF0580
 LF0580.The horizontal coordinates were scaled from a topographic map and have
 LF0580.an estimated accuracy of +/- 6 seconds.
 LF0580
 LF0580.The orthometric height was determined by differential leveling
 LF0580.and adjusted by the National Geodetic Survey in June 1991..
 LF0580
 LF0580.The geoid height was determined by GEOID03.
 LF0580
 LF0580.The dynamic height is computed by dividing the NAVD 88
 LF0580.geopotential number by the normal gravity value computed on the
 LF0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0580.degrees latitude (g = 980.6199 gals.).
 LF0580
 LF0580.The modeled gravity was interpolated from observed gravity values.
 LF0580
 LF0580;                    North         East    Units  Estimated Accuracy
 LF0580;SPC MO W     -   475,750.      755,580.      MT  (+/- 180 meters Scaled)
 LF0580
 LF0580                          SUPERSEDED SURVEY CONTROL
 LF0580
 LF0580  NGVD 29 (??/??/92)  272.309  (m)          893.40   (f) ADJ UNCH    1 2
 LF0580
 LF0580.Superseded values are not recommended for survey control.
 LF0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0580.See file dsdata.txt to determine how the superseded data were derived.
 LF0580
 LF0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE784807(NAD 83)
 LF0580_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0580_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0580
 LF0580  HISTORY     - Date     Condition        Report By
 LF0580  HISTORY     - UNK      MONUMENTED       MORC
 LF0580  HISTORY     - 1948     GOOD             NGS
 LF0580  HISTORY     - 1961     GOOD             NGS
 LF0580  HISTORY     - 19890726 MARK NOT FOUND   NGS
 LF0580
 LF0580                          STATION DESCRIPTION
 LF0580
 LF0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0580'2.5 MI S FROM WATSON.
 LF0580'2.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0580'FROM THE STATION AT WATSON, 3.0 MILES NORTH OF THE STATION AT
 LF0580'PHELPS CITY, 0.5 MILE SOUTH OF MILEPOST NO. 132, ABOUT 224.0 FEET
 LF0580'SOUTH OF A POINT ON THE PROJECTED EAST-WEST 1/2 SECTION LINE
 LF0580'FENCE, 40.0 FEET NORTH OF THE 20TH. POLE SOUTH OF MILEPOST 132
 LF0580'(MOST EASTERLY ROW OF POLES ON THE EAST SIDE OF TRACK), 37.3 FEET
 LF0580'SOUTH OF THE 20TH. POLE SOUTH OF MILEPOST 132 (MOST WESTERLY
 LF0580'ROW OF POLES ON EAST SIDE OF TRACK), 42.5 FEET EAST OF THE EAST
 LF0580'RAIL OF THE TRACK, 2.5 FEET NORTH OF A REFERENCE POST.  A
 LF0580'MISSOURI RIVER COMMISSION IRON CAP SET ON TOP OF A 4-INCH IRON
 LF0580'PIPE AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LF0580
 LF0580                          STATION RECOVERY (1961)
 LF0580
 LF0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0580'RECOVERED IN GOOD CONDITION.
 LF0580
 LF0580                          STATION RECOVERY (1989)
 LF0580
 LF0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0518 ***********************************************************************
 JC0518  DESIGNATION -  32
 JC0518  PID         -  JC0518
 JC0518  STATE/COUNTY-  MO/ST LOUIS
 JC0518  USGS QUAD   -  WELDON SPRING (1994)
 JC0518
 JC0518                         *CURRENT SURVEY CONTROL
 JC0518  ___________________________________________________________________
 JC0518* NAD 83(1986)-  38 38 57.     (N)    090 40 17.     (W)     SCALED    
 JC0518* NAVD 88     -       144.21   (+/-2cm)     473.1    (feet)  VERTCON   
 JC0518  ___________________________________________________________________
 JC0518  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC0518
 JC0518  VERT ORDER  -  ? (See Below)
 JC0518
 JC0518.The horizontal coordinates were scaled from a topographic map and have
 JC0518.an estimated accuracy of +/- 6 seconds.
 JC0518
 JC0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0518.The vertical order pertains to the NGVD 29 superseded value.
 JC0518
 JC0518.The geoid height was determined by GEOID03.
 JC0518
 JC0518;                    North         East    Units  Estimated Accuracy
 JC0518;SPC MO E     -   312,500.      235,080.      MT  (+/- 180 meters Scaled)
 JC0518
 JC0518                          SUPERSEDED SURVEY CONTROL
 JC0518
 JC0518  NGVD 29 (??/??/92)  144.266  (m)          473.31   (f) ADJ UNCH    ?  
 JC0518
 JC0518.Superseded values are not recommended for survey control.
 JC0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0518.See file dsdata.txt to determine how the superseded data were derived.
 JC0518
 JC0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC026804(NAD 83)
 JC0518_MARKER: B = BOLT
 JC0518_SETTING: 66 = SET IN ROCK OUTCROP
 JC0518_SP_SET: ROCK LEDGE
 JC0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0518+STABILITY: POSITION/ELEVATION WELL
 JC0518
 JC0518  HISTORY     - Date     Condition        Report By
 JC0518  HISTORY     - UNK      MONUMENTED       MORC
 JC0518  HISTORY     - 1934     GOOD             NGS
 JC0518
 JC0518                          STATION DESCRIPTION
 JC0518
 JC0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0518'AT MONARCH.
 JC0518'AT MONARCH, ST. LOUIS COUNTY, 125 FEET SOUTHEAST OF THE SOUTHEAST
 JC0518'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION,
 JC0518'130 FEET SOUTH OF A CROSSING-WARNING SIGN, IN THE NORTH FACE OF
 JC0518'A LONG SOLID ROCK LEDGE ABOUT 15 FEET HIGH, 15 FEET SOUTH AND
 JC0518'10 FEET WEST OF PBM 31, DESCRIBED ABOVE, 6 FEET ABOVE THE LEVEL
 JC0518'OF THE ROAD, AND ABOUT 9 INCHES HIGHER THAN THE DIRT AT THE FOOT
 JC0518'OF THE LEDGE.  A PUNCH MARK ON THE END OF A COPPER BOLT, LEADED
 JC0518'HORIZONTALLY AND SURROUNDED BY THE CHISELED LETTERS USPBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0041 ***********************************************************************
 JE0041  DESIGNATION -  32 A
 JE0041  PID         -  JE0041
 JE0041  STATE/COUNTY-  MO/CASS
 JE0041  USGS QUAD   -  HARRISONVILLE (1981)
 JE0041
 JE0041                         *CURRENT SURVEY CONTROL
 JE0041  ___________________________________________________________________
 JE0041* NAD 83(1986)-  38 44 58.     (N)    094 18 37.     (W)     SCALED    
 JE0041* NAVD 88     -       274.318  (meters)     899.99   (feet)  POSTED    
 JE0041  ___________________________________________________________________
 JE0041  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JE0041  DYNAMIC HT  -         274.130 (meters)     899.37  (feet)  COMP
 JE0041  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 JE0041
 JE0041  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JE0041
 JE0041.The horizontal coordinates were scaled from a topographic map and have
 JE0041.an estimated accuracy of +/- 6 seconds.
 JE0041
 JE0041.The orthometric height was determined by differential leveling
 JE0041.and adjusted by the National Geodetic Survey in 1992..
 JE0041.No vertical observational check was made to the station.
 JE0041.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JE0041.was located on a no-check spur therefore a value was not computed.
 JE0041
 JE0041.The geoid height was determined by GEOID03.
 JE0041
 JE0041.The dynamic height is computed by dividing the NAVD 88
 JE0041.geopotential number by the normal gravity value computed on the
 JE0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0041.degrees latitude (g = 980.6199 gals.).
 JE0041
 JE0041.The modeled gravity was interpolated from observed gravity values.
 JE0041
 JE0041;                    North         East    Units  Estimated Accuracy
 JE0041;SPC MO W     -   286,650.      866,490.      MT  (+/- 180 meters Scaled)
 JE0041
 JE0041                          SUPERSEDED SURVEY CONTROL
 JE0041
 JE0041  NGVD 29 (??/??/92)  274.22   (m)          899.7    (f) COMPUTED    1 2
 JE0041
 JE0041.Superseded values are not recommended for survey control.
 JE0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0041.See file dsdata.txt to determine how the superseded data were derived.
 JE0041
 JE0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC861897(NAD 83)
 JE0041_MARKER: Q = CHISELED SQUARE
 JE0041_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JE0041+WITH SETTING: PAVEMENT
 JE0041_SP_SET: SEMAPHORE BASE
 JE0041_MARK LOGO: NONE  
 JE0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0041+STABILITY: SURFACE MOTION
 JE0041
 JE0041  HISTORY     - Date     Condition        Report By
 JE0041  HISTORY     - 1938     MONUMENTED       USGS
 JE0041  HISTORY     - 1947     GOOD             NGS
 JE0041  HISTORY     - 1963     MARK NOT FOUND   NGS
 JE0041
 JE0041                          STATION DESCRIPTION
 JE0041
 JE0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JE0041'6.8 MI N FROM HARRISONVILLE.
 JE0041'6.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0041'STATION AT HARRISONVILLE, CASS COUNTY, 0.4 MILE NORTH OF A
 JE0041'WOODEN TRESTLE OVER A ROAD, AT MILEPOST 252, AT SEMAPHORE 252.1,
 JE0041'ON THE TOP OF THE CONCRETE BASE, AND 10 FEET WEST OF THE TRACK.
 JE0041'A CHISELED SQUARE.
 JE0041
 JE0041                          STATION RECOVERY (1963)
 JE0041
 JE0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0594 ***********************************************************************
 JE0594  DESIGNATION -  32 RC
 JE0594  PID         -  JE0594
 JE0594  STATE/COUNTY-  MO/HENRY
 JE0594  USGS QUAD   -  JOHNSTOWN (1981)
 JE0594
 JE0594                         *CURRENT SURVEY CONTROL
 JE0594  ___________________________________________________________________
 JE0594* NAD 83(1986)-  38 15 27.     (N)    094 04 00.     (W)     SCALED    
 JE0594* NAVD 88     -       255.669  (meters)     838.81   (feet)  ADJUSTED  
 JE0594  ___________________________________________________________________
 JE0594  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0594  DYNAMIC HT  -         255.485 (meters)     838.20  (feet)  COMP
 JE0594  MODELED GRAV-     979,904.3   (mgal)                       NAVD 88
 JE0594
 JE0594  VERT ORDER  -  SECOND    CLASS 0
 JE0594
 JE0594.The horizontal coordinates were scaled from a topographic map and have
 JE0594.an estimated accuracy of +/- 6 seconds.
 JE0594
 JE0594.The orthometric height was determined by differential leveling
 JE0594.and adjusted by the National Geodetic Survey in June 1991..
 JE0594
 JE0594.The geoid height was determined by GEOID03.
 JE0594
 JE0594.The dynamic height is computed by dividing the NAVD 88
 JE0594.geopotential number by the normal gravity value computed on the
 JE0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0594.degrees latitude (g = 980.6199 gals.).
 JE0594
 JE0594.The modeled gravity was interpolated from observed gravity values.
 JE0594
 JE0594;                    North         East    Units  Estimated Accuracy
 JE0594;SPC MO W     -   232,120.      887,930.      MT  (+/- 180 meters Scaled)
 JE0594
 JE0594                          SUPERSEDED SURVEY CONTROL
 JE0594
 JE0594  NGVD 29 (??/??/92)  255.564  (m)          838.46   (f) ADJ UNCH    2 0
 JE0594
 JE0594.Superseded values are not recommended for survey control.
 JE0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0594.See file dsdata.txt to determine how the superseded data were derived.
 JE0594
 JE0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC066349(NAD 83)
 JE0594_MARKER: DD = SURVEY DISK
 JE0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0594_STAMPING: 32 RC 838 1951
 JE0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0594+STABILITY: SURFACE MOTION
 JE0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0594+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 JE0594
 JE0594  HISTORY     - Date     Condition        Report By
 JE0594  HISTORY     - 1951     MONUMENTED       USGS
 JE0594  HISTORY     - 1963     GOOD             NGS
 JE0594  HISTORY     - 20060826 GOOD             INDIV
 JE0594
 JE0594                          STATION DESCRIPTION
 JE0594
 JE0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0594'3.8 MI E FROM SPRUCE.
 JE0594'ABOUT 3.85 MILES EAST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0594'CHURCH AT SPRUCE, OR 0.35 MILE SOUTHWEST ALONG THE
 JE0594'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT MONTROSE,
 JE0594'THENCE 1.8 MILES WEST ALONG STATE ROAD K, THENCE 2.80 MILES
 JE0594'WEST ALONG STATE ROAD H, IN SECTION 18, T 40 N, R 28 W, ABOUT
 JE0594'0.15 MILE EAST OF A SMALL GROVE OF CEDAR TREES, 71 FEET EAST
 JE0594'OF A T-FENCE LEADING NORTH, 43 FEET NORTH OF THE CENTER LINE OF
 JE0594'THE ROAD, 12 FEET WEST OF A DIM TRAIL ROAD, 11 FEET NORTH OF A
 JE0594'FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 JE0594'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JE0594
 JE0594                          STATION RECOVERY (2006)
 JE0594
 JE0594'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0117 ***********************************************************************
 HE0117  DESIGNATION -  320
 HE0117  PID         -  HE0117
 HE0117  STATE/COUNTY-  MO/VERNON
 HE0117  USGS QUAD   -  MOUNDVILLE (1991)
 HE0117
 HE0117                         *CURRENT SURVEY CONTROL
 HE0117  ___________________________________________________________________
 HE0117* NAD 83(1986)-  37 49 40.     (N)    094 23 18.     (W)     SCALED    
 HE0117* NAVD 88     -       232.439  (meters)     762.59   (feet)  ADJUSTED  
 HE0117  ___________________________________________________________________
 HE0117  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HE0117  DYNAMIC HT  -         232.264 (meters)     762.02  (feet)  COMP
 HE0117  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 HE0117
 HE0117  VERT ORDER  -  FIRST     CLASS II
 HE0117
 HE0117.The horizontal coordinates were scaled from a topographic map and have
 HE0117.an estimated accuracy of +/- 6 seconds.
 HE0117
 HE0117.The orthometric height was determined by differential leveling
 HE0117.and adjusted by the National Geodetic Survey in June 1991..
 HE0117
 HE0117.The geoid height was determined by GEOID03.
 HE0117
 HE0117.The dynamic height is computed by dividing the NAVD 88
 HE0117.geopotential number by the normal gravity value computed on the
 HE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0117.degrees latitude (g = 980.6199 gals.).
 HE0117
 HE0117.The modeled gravity was interpolated from observed gravity values.
 HE0117
 HE0117;                    North         East    Units  Estimated Accuracy
 HE0117;SPC MO W     -   184,340.      859,830.      MT  (+/- 180 meters Scaled)
 HE0117
 HE0117                          SUPERSEDED SURVEY CONTROL
 HE0117
 HE0117  NGVD 29 (??/??/92)  232.341  (m)          762.27   (f) ADJ UNCH    1 2
 HE0117
 HE0117.Superseded values are not recommended for survey control.
 HE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0117.See file dsdata.txt to determine how the superseded data were derived.
 HE0117
 HE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB778876(NAD 83)
 HE0117_MARKER: DD = SURVEY DISK
 HE0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0117_SP_SET: CULVERT
 HE0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0117
 HE0117  HISTORY     - Date     Condition        Report By
 HE0117  HISTORY     - 1963     MONUMENTED       MKTRR
 HE0117
 HE0117                          STATION DESCRIPTION
 HE0117
 HE0117'DESCRIBED BY MISSOURI KANSAS TEXAS RAILROAD 1963
 HE0117'2.7 MI SW FROM NEVADA.
 HE0117'ABOUT 0.9 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE
 HE0117'AT NEVADA, THENCE 1.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS
 HE0117'RAILWAY, IN SECTION 7, T 35 N, R 31 W, 1 POLE EAST OF MILEPOST
 HE0117'320, 9 1/2 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE
 HE0117'WEST END OF THE NORTH CONCRETE HEADWALL OF A 3-CHANNEL CONCRETE
 HE0117'CULVERT, 3 POLES WEST OF A PRIVATE ROAD CROSSING, AND ABOUT 1
 HE0117'FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0590 ***********************************************************************
 LF0590  DESIGNATION -  320 BOLT
 LF0590  PID         -  LF0590
 LF0590  STATE/COUNTY-  MO/ATCHISON
 LF0590  USGS QUAD   -  PERU (1966)
 LF0590
 LF0590                         *CURRENT SURVEY CONTROL
 LF0590  ___________________________________________________________________
 LF0590* NAD 83(1986)-  40 28 37.     (N)    095 38 01.     (W)     SCALED    
 LF0590* NAVD 88     -       273.379  (meters)     896.91   (feet)  ADJUSTED  
 LF0590  ___________________________________________________________________
 LF0590  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LF0590  DYNAMIC HT  -         273.234 (meters)     896.44  (feet)  COMP
 LF0590  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 LF0590
 LF0590  VERT ORDER  -  FIRST     CLASS II
 LF0590
 LF0590.The horizontal coordinates were scaled from a topographic map and have
 LF0590.an estimated accuracy of +/- 6 seconds.
 LF0590
 LF0590.The orthometric height was determined by differential leveling
 LF0590.and adjusted by the National Geodetic Survey in June 1991..
 LF0590
 LF0590.The geoid height was determined by GEOID03.
 LF0590
 LF0590.The dynamic height is computed by dividing the NAVD 88
 LF0590.geopotential number by the normal gravity value computed on the
 LF0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0590.degrees latitude (g = 980.6199 gals.).
 LF0590
 LF0590.The modeled gravity was interpolated from observed gravity values.
 LF0590
 LF0590;                    North         East    Units  Estimated Accuracy
 LF0590;SPC MO W     -   479,040.      753,880.      MT  (+/- 180 meters Scaled)
 LF0590
 LF0590                          SUPERSEDED SURVEY CONTROL
 LF0590
 LF0590  NGVD 29 (??/??/92)  273.28   (m)          896.6    (f) COMPUTED    1 2
 LF0590
 LF0590.Superseded values are not recommended for survey control.
 LF0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0590.See file dsdata.txt to determine how the superseded data were derived.
 LF0590
 LF0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE767840(NAD 83)
 LF0590_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0590_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0590_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0590
 LF0590  HISTORY     - Date     Condition        Report By
 LF0590  HISTORY     - UNK      MONUMENTED       MORC
 LF0590  HISTORY     - 1948     GOOD             NGS
 LF0590  HISTORY     - 1961     GOOD             NGS
 LF0590  HISTORY     - 19890726 MARK NOT FOUND   NGS
 LF0590
 LF0590                          STATION DESCRIPTION
 LF0590
 LF0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0590'0.6 MI W FROM WATSON.
 LF0590'0.6 MILE WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF0590'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, AT
 LF0590'THE SOUTHWEST CORNER OF A BARN LOT, ABOUT 200.0 FEET WEST OF A
 LF0590'FARMHOUSE, 37.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LF0590'BARN, 28.0 FEET NORHT OF THE CENTER LINE OF THE ROAD, 3.2 FEET
 LF0590'EAST OF A TELEPHONE POLE USED AS A 3-WAY CORNER FENCE POST,
 LF0590'2.7 FEET EAST OF A NORTH-SOUTH FENCE LINE, 1.3 FEET NORTH OF
 LF0590'THE NORTH RIGHT-OF-WAY FENCE LINE, 1.8 FEET NORTH OF A 4 X 4
 LF0590'REFERENCE POST, A COPPER BOLT LEADED IN STONE SET ABOUT 4.0 FEET
 LF0590'UNDERGROUND ACCESS TO WHICH IS HAD THROUGH AND IRON PIPE BEARING
 LF0590'A MISSOURI RIVER COMMISSION CAP.
 LF0590
 LF0590                          STATION RECOVERY (1961)
 LF0590
 LF0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0590'RECOVERED IN GOOD CONDITION.
 LF0590
 LF0590                          STATION RECOVERY (1989)
 LF0590
 LF0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0589 ***********************************************************************
 LF0589  DESIGNATION -  320 CAP
 LF0589  PID         -  LF0589
 LF0589  STATE/COUNTY-  MO/ATCHISON
 LF0589  USGS QUAD   -  PERU (1966)
 LF0589
 LF0589                         *CURRENT SURVEY CONTROL
 LF0589  ___________________________________________________________________
 LF0589* NAD 83(1986)-  40 28 38.     (N)    095 38 01.     (W)     SCALED    
 LF0589* NAVD 88     -       274.603  (meters)     900.93   (feet)  ADJUSTED  
 LF0589  ___________________________________________________________________
 LF0589  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LF0589  DYNAMIC HT  -         274.457 (meters)     900.45  (feet)  COMP
 LF0589  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 LF0589
 LF0589  VERT ORDER  -  FIRST     CLASS II
 LF0589
 LF0589.The horizontal coordinates were scaled from a topographic map and have
 LF0589.an estimated accuracy of +/- 6 seconds.
 LF0589
 LF0589.The orthometric height was determined by differential leveling
 LF0589.and adjusted by the National Geodetic Survey in June 1991..
 LF0589
 LF0589.The geoid height was determined by GEOID03.
 LF0589
 LF0589.The dynamic height is computed by dividing the NAVD 88
 LF0589.geopotential number by the normal gravity value computed on the
 LF0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0589.degrees latitude (g = 980.6199 gals.).
 LF0589
 LF0589.The modeled gravity was interpolated from observed gravity values.
 LF0589
 LF0589;                    North         East    Units  Estimated Accuracy
 LF0589;SPC MO W     -   479,070.      753,880.      MT  (+/- 180 meters Scaled)
 LF0589
 LF0589                          SUPERSEDED SURVEY CONTROL
 LF0589
 LF0589  NGVD 29 (??/??/92)  274.50   (m)          900.6    (f) COMPUTED    1 2
 LF0589
 LF0589.Superseded values are not recommended for survey control.
 LF0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0589.See file dsdata.txt to determine how the superseded data were derived.
 LF0589
 LF0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE767840(NAD 83)
 LF0589_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0589_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0589_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0589
 LF0589  HISTORY     - Date     Condition        Report By
 LF0589  HISTORY     - UNK      MONUMENTED       MORC
 LF0589  HISTORY     - 1948     GOOD             NGS
 LF0589  HISTORY     - 1961     GOOD             NGS
 LF0589  HISTORY     - 19890726 MARK NOT FOUND   NGS
 LF0589
 LF0589                          STATION DESCRIPTION
 LF0589
 LF0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0589'0.6 MI W FROM WATSON.
 LF0589'0.6 MILE WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF0589'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, AT
 LF0589'THE SOUTHWEST CORNER OF A BARN LOT, ABOUT 200.0 FEET WEST OF A
 LF0589'FARMHOUSE, 37.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LF0589'BARN, 28.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.2 FEET
 LF0589'EAST OF A TELEPHONE POLE USED AS A 3-WAY CORNER FENCE POST,
 LF0589'2.7 FEET EAST OF A NORTH-SOUTH FENCE LINE, 1.3 FEET NORTH OF
 LF0589'THE NORTH RIGHT-OF-WAY FENCE LINE, 1.8 FEET NORTH OF A 4 X 4
 LF0589'REFERENCE POST, A MISSOURI RIVER COMMISSION CAP SET ON TOP OF AN
 LF0589'IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LF0589
 LF0589                          STATION RECOVERY (1961)
 LF0589
 LF0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0589'RECOVERED IN GOOD CONDITION.
 LF0589
 LF0589                          STATION RECOVERY (1989)
 LF0589
 LF0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0586 ***********************************************************************
 LF0586  DESIGNATION -  321 BOLT
 LF0586  PID         -  LF0586
 LF0586  STATE/COUNTY-  MO/ATCHISON
 LF0586  USGS QUAD   -  ROCK PORT (1981)
 LF0586
 LF0586                         *CURRENT SURVEY CONTROL
 LF0586  ___________________________________________________________________
 LF0586* NAD 83(1986)-  40 28 36.     (N)    095 37 21.     (W)     SCALED    
 LF0586* NAVD 88     -       272.723  (meters)     894.76   (feet)  ADJUSTED  
 LF0586  ___________________________________________________________________
 LF0586  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LF0586  DYNAMIC HT  -         272.578 (meters)     894.28  (feet)  COMP
 LF0586  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 LF0586
 LF0586  VERT ORDER  -  FIRST     CLASS II
 LF0586
 LF0586.The horizontal coordinates were scaled from a topographic map and have
 LF0586.an estimated accuracy of +/- 6 seconds.
 LF0586
 LF0586.The orthometric height was determined by differential leveling
 LF0586.and adjusted by the National Geodetic Survey in June 1991..
 LF0586
 LF0586.The geoid height was determined by GEOID03.
 LF0586
 LF0586.The dynamic height is computed by dividing the NAVD 88
 LF0586.geopotential number by the normal gravity value computed on the
 LF0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0586.degrees latitude (g = 980.6199 gals.).
 LF0586
 LF0586.The modeled gravity was interpolated from observed gravity values.
 LF0586
 LF0586;                    North         East    Units  Estimated Accuracy
 LF0586;SPC MO W     -   479,000.      754,820.      MT  (+/- 180 meters Scaled)
 LF0586
 LF0586                          SUPERSEDED SURVEY CONTROL
 LF0586
 LF0586  NGVD 29 (??/??/92)  272.631  (m)          894.46   (f) ADJ UNCH    1 2
 LF0586
 LF0586.Superseded values are not recommended for survey control.
 LF0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0586.See file dsdata.txt to determine how the superseded data were derived.
 LF0586
 LF0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE776839(NAD 83)
 LF0586_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0586_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0586_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0586
 LF0586  HISTORY     - Date     Condition        Report By
 LF0586  HISTORY     - UNK      MONUMENTED       MORC
 LF0586  HISTORY     - 1948     GOOD             NGS
 LF0586  HISTORY     - 1961     GOOD             NGS
 LF0586  HISTORY     - 19890726 MARK NOT FOUND   NGS
 LF0586
 LF0586                          STATION DESCRIPTION
 LF0586
 LF0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0586'AT WATSON.
 LF0586'AT WATSON, 0.1 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND
 LF0586'QUINCY RAILROAD FROM THE STATION, IN THE SOUTHEAST QUARTER OF
 LF0586'THE CROSSING OF THE TRACK AND COUNTY ROAD A, 43.6 FEET EAST
 LF0586'OF THE EAST RAIL OF THE MOST EASTERLY TRACK, 44.0 FEET SOUTH
 LF0586'OF THE CENTER LINE OF THE ROAD, 11.7 FEET SOUTHEAST OF THE FIRST
 LF0586'TELEPHONE POLE SOUTH OF THE CROSSING, 1.8 FEET WEST OF THE
 LF0586'EAST RIGHT-OF-WAY FENCE, 0.8 FOOT SOUTH OF A REFERENCE POST.
 LF0586'THE TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE
 LF0586'AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 LF0586'IRON PIPE BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 LF0586
 LF0586                          STATION RECOVERY (1961)
 LF0586
 LF0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0586'RECOVERED IN GOOD CONDITION.
 LF0586
 LF0586                          STATION RECOVERY (1989)
 LF0586
 LF0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0585 ***********************************************************************
 LF0585  DESIGNATION -  321 CAP
 LF0585  PID         -  LF0585
 LF0585  STATE/COUNTY-  MO/ATCHISON
 LF0585  USGS QUAD   -  ROCK PORT (1981)
 LF0585
 LF0585                         *CURRENT SURVEY CONTROL
 LF0585  ___________________________________________________________________
 LF0585* NAD 83(1986)-  40 28 36.     (N)    095 37 21.     (W)     SCALED    
 LF0585* NAVD 88     -       273.949  (meters)     898.78   (feet)  ADJUSTED  
 LF0585  ___________________________________________________________________
 LF0585  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LF0585  DYNAMIC HT  -         273.804 (meters)     898.31  (feet)  COMP
 LF0585  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 LF0585
 LF0585  VERT ORDER  -  FIRST     CLASS II
 LF0585
 LF0585.The horizontal coordinates were scaled from a topographic map and have
 LF0585.an estimated accuracy of +/- 6 seconds.
 LF0585
 LF0585.The orthometric height was determined by differential leveling
 LF0585.and adjusted by the National Geodetic Survey in June 1991..
 LF0585
 LF0585.The geoid height was determined by GEOID03.
 LF0585
 LF0585.The dynamic height is computed by dividing the NAVD 88
 LF0585.geopotential number by the normal gravity value computed on the
 LF0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0585.degrees latitude (g = 980.6199 gals.).
 LF0585
 LF0585.The modeled gravity was interpolated from observed gravity values.
 LF0585
 LF0585;                    North         East    Units  Estimated Accuracy
 LF0585;SPC MO W     -   479,000.      754,820.      MT  (+/- 180 meters Scaled)
 LF0585
 LF0585                          SUPERSEDED SURVEY CONTROL
 LF0585
 LF0585  NGVD 29 (??/??/92)  273.853  (m)          898.47   (f) ADJ UNCH    1 2
 LF0585
 LF0585.Superseded values are not recommended for survey control.
 LF0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0585.See file dsdata.txt to determine how the superseded data were derived.
 LF0585
 LF0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE776839(NAD 83)
 LF0585_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0585_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0585_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0585
 LF0585  HISTORY     - Date     Condition        Report By
 LF0585  HISTORY     - UNK      MONUMENTED       MORC
 LF0585  HISTORY     - 1948     GOOD             NGS
 LF0585  HISTORY     - 1961     GOOD             NGS
 LF0585  HISTORY     - 19890726 MARK NOT FOUND   NGS
 LF0585
 LF0585                          STATION DESCRIPTION
 LF0585
 LF0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0585'AT WATSON.
 LF0585'AT WATSON, 0.1 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND
 LF0585'QUINCY RAILROAD FROM THE STATION, IN THE SOUTHEAST QUARTER OF THE
 LF0585'CROSSING OF THE TRACK AND COUNTY ROAD A, 43.6 FEET EAST OF THE
 LF0585'EAST RAIL OF THE MOST EASTERLY TRACK, 44.0 FEET SOUTH OF THE
 LF0585'CENTER LINE OF THE ROAD, 11.7 FEET SOUTHEAST OF THE FIRST
 LF0585'TELEPHONE POLE SOUTH OF THE CROSSING, 1.8 FEET WEST OF THE
 LF0585'EAST RIGHT-OF-WAY FENCE, 0.8 FOOT SOUTH OF A REFERENCE POST.
 LF0585'A MISSOURI RIVER COMMISSION IRON CAP SET ON TOP OF A 4-INCH
 LF0585'IRON PIPE AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LF0585
 LF0585                          STATION RECOVERY (1961)
 LF0585
 LF0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0585'RECOVERED IN GOOD CONDITION.
 LF0585
 LF0585                          STATION RECOVERY (1989)
 LF0585
 LF0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0806 ***********************************************************************
 LF0806  DESIGNATION -  322 BOLT
 LF0806  PID         -  LF0806
 LF0806  STATE/COUNTY-  MO/ATCHISON
 LF0806  USGS QUAD   -  HAMBURG (1984)
 LF0806
 LF0806                         *CURRENT SURVEY CONTROL
 LF0806  ___________________________________________________________________
 LF0806* NAD 83(1986)-  40 31 00.     (N)    095 38 06.     (W)     SCALED    
 LF0806* NAVD 88     -       274.931  (meters)     902.00   (feet)  ADJUSTED  
 LF0806  ___________________________________________________________________
 LF0806  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LF0806  DYNAMIC HT  -         274.785 (meters)     901.52  (feet)  COMP
 LF0806  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 LF0806
 LF0806  VERT ORDER  -  FIRST     CLASS II
 LF0806
 LF0806.The horizontal coordinates were scaled from a topographic map and have
 LF0806.an estimated accuracy of +/- 6 seconds.
 LF0806
 LF0806.The orthometric height was determined by differential leveling
 LF0806.and adjusted by the National Geodetic Survey in June 1991..
 LF0806
 LF0806.The geoid height was determined by GEOID03.
 LF0806
 LF0806.The dynamic height is computed by dividing the NAVD 88
 LF0806.geopotential number by the normal gravity value computed on the
 LF0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0806.degrees latitude (g = 980.6199 gals.).
 LF0806
 LF0806.The modeled gravity was interpolated from observed gravity values.
 LF0806
 LF0806;                    North         East    Units  Estimated Accuracy
 LF0806;SPC MO W     -   483,450.      753,820.      MT  (+/- 180 meters Scaled)
 LF0806
 LF0806                          SUPERSEDED SURVEY CONTROL
 LF0806
 LF0806  NGVD 29 (??/??/92)  274.837  (m)          901.69   (f) ADJ UNCH    1 2
 LF0806
 LF0806.Superseded values are not recommended for survey control.
 LF0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0806.See file dsdata.txt to determine how the superseded data were derived.
 LF0806
 LF0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE767884(NAD 83)
 LF0806_MARKER: B = BOLT
 LF0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0806_SP_SET: STONE
 LF0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0806+STABILITY: SURFACE MOTION
 LF0806
 LF0806  HISTORY     - Date     Condition        Report By
 LF0806  HISTORY     - UNK      MONUMENTED       MORC
 LF0806  HISTORY     - 1948     GOOD             NGS
 LF0806  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0806  HISTORY     - 19890814 MARK NOT FOUND   NGS
 LF0806
 LF0806                          STATION DESCRIPTION
 LF0806
 LF0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0806'2.7 MI N FROM WATSON.
 LF0806'2.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0806'FROM THE STATION AT WATSON, BETWEEN THE RAILROAD TRACKS AND
 LF0806'THE ROAD, 194.0 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD
 LF0806'LEADING EAST TO A FARMHOUSE, 74.6 FEET SOUTH OF THE 10TH POLE
 LF0806'NORTH OF THE STEEL BRIDGE OVER HIGH CREEK DITCH, 30.9 FEET EAST
 LF0806'OF THE EAST RAIL OF THE TRACK, 1.3 FEET NORTH OF A 4 X 4
 LF0806'REFERENCE POST, A COPPER BOLT LEADED IN STONE SET ABOUT 4.0
 LF0806'FEET UNDERGROUND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 LF0806'BEARING A MISSOURI RIVER COMMISSION CAP.
 LF0806
 LF0806                          STATION RECOVERY (1964)
 LF0806
 LF0806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0806'MARK NOT FOUND.
 LF0806
 LF0806                          STATION RECOVERY (1989)
 LF0806
 LF0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0805 ***********************************************************************
 LF0805  DESIGNATION -  322 CAP
 LF0805  PID         -  LF0805
 LF0805  STATE/COUNTY-  MO/ATCHISON
 LF0805  USGS QUAD   -  HAMBURG (1984)
 LF0805
 LF0805                         *CURRENT SURVEY CONTROL
 LF0805  ___________________________________________________________________
 LF0805* NAD 83(1986)-  40 31 00.     (N)    095 38 05.     (W)     SCALED    
 LF0805* NAVD 88     -       276.140  (meters)     905.97   (feet)  ADJUSTED  
 LF0805  ___________________________________________________________________
 LF0805  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LF0805  DYNAMIC HT  -         275.993 (meters)     905.49  (feet)  COMP
 LF0805  MODELED GRAV-     980,086.7   (mgal)                       NAVD 88
 LF0805
 LF0805  VERT ORDER  -  FIRST     CLASS II
 LF0805
 LF0805.The horizontal coordinates were scaled from a topographic map and have
 LF0805.an estimated accuracy of +/- 6 seconds.
 LF0805
 LF0805.The orthometric height was determined by differential leveling
 LF0805.and adjusted by the National Geodetic Survey in June 1991..
 LF0805.WARNING-Repeat measurements at this control monument indicate possible
 LF0805.vertical movement.
 LF0805
 LF0805.The geoid height was determined by GEOID03.
 LF0805
 LF0805.The dynamic height is computed by dividing the NAVD 88
 LF0805.geopotential number by the normal gravity value computed on the
 LF0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0805.degrees latitude (g = 980.6199 gals.).
 LF0805
 LF0805.The modeled gravity was interpolated from observed gravity values.
 LF0805
 LF0805;                    North         East    Units  Estimated Accuracy
 LF0805;SPC MO W     -   483,450.      753,840.      MT  (+/- 180 meters Scaled)
 LF0805
 LF0805                          SUPERSEDED SURVEY CONTROL
 LF0805
 LF0805  NGVD 29 (??/??/92)  276.068  (m)          905.73   (f) ADJ UNCH    1 2
 LF0805
 LF0805.Superseded values are not recommended for survey control.
 LF0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0805.See file dsdata.txt to determine how the superseded data were derived.
 LF0805
 LF0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE767884(NAD 83)
 LF0805_MARKER: P = PIPE CAP
 LF0805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0805_SP_SET: METAL PIPE IMBEDDED IN GROUND
 LF0805_MARK LOGO: MORC  
 LF0805_PROJECTION: PROJECTING 2 CENTIMETERS
 LF0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0805+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0805_ROD/PIPE-DEPTH: 3.3  meters
 LF0805
 LF0805  HISTORY     - Date     Condition        Report By
 LF0805  HISTORY     - UNK      MONUMENTED       MORC
 LF0805  HISTORY     - 1948     GOOD             NGS
 LF0805  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0805  HISTORY     - 19890726 GOOD             NGS
 LF0805
 LF0805                          STATION DESCRIPTION
 LF0805
 LF0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0805'2.7 MI N FROM WATSON.
 LF0805'2.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0805'FROM THE STATION AT WATSON, BETWEEN THE RAILROAD TRACKS AND THE
 LF0805'ROAD, 194.0 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD
 LF0805'LEADING EAST TO A FARMHOUSE, 74.6 FEET SOUTH OF THE 10TH POLE
 LF0805'NORTH OF THE STEEL BRIDGE OVER HIGH CREEK DITCH, 30.9 FEET
 LF0805'EAST OF THE EAST RAIL OF THE TRACK, 1.3 FEET NORTH OF A 4 X 4
 LF0805'REFERENCE POST, A MISSOURI RIVER COMMISSION CAP SET ON TOP OF
 LF0805'AN IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 LF0805
 LF0805                          STATION RECOVERY (1964)
 LF0805
 LF0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0805'MARK NOT FOUND.
 LF0805
 LF0805                          STATION RECOVERY (1989)
 LF0805
 LF0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0805'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.6 KM
 LF0805'(2.85 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 LF0805'JUNCTION WITH COUNTY ROAD A IN WATSON, 60.9 M (199.8 FT) SOUTH OF THE
 LF0805'CENTER OF A DRIVEWAY LEADING EAST TO AN ABANDONED HOUSE, 11.6 M (38.1
 LF0805'FT) WEST OF THE CENTER OF A GRAVELED ROAD, 9.8 M (32.2 FT) EAST OF
 LF0805'THE NEAR RAIL, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0
 LF0805'FT) NORTH OF A WITNESS POST, AND IS A CAP ON TOP OF A 6-INCH METAL
 LF0805'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0119 ***********************************************************************
 HE0119  DESIGNATION -  323
 HE0119  PID         -  HE0119
 HE0119  STATE/COUNTY-  MO/VERNON
 HE0119  USGS QUAD   -  MOUNDVILLE (1991)
 HE0119
 HE0119                         *CURRENT SURVEY CONTROL
 HE0119  ___________________________________________________________________
 HE0119* NAD 83(1986)-  37 49 28.     (N)    094 26 28.     (W)     SCALED    
 HE0119* NAVD 88     -       252.928  (meters)     829.81   (feet)  ADJUSTED  
 HE0119  ___________________________________________________________________
 HE0119  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HE0119  DYNAMIC HT  -         252.739 (meters)     829.19  (feet)  COMP
 HE0119  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 HE0119
 HE0119  VERT ORDER  -  SECOND    CLASS 0
 HE0119
 HE0119.The horizontal coordinates were scaled from a topographic map and have
 HE0119.an estimated accuracy of +/- 6 seconds.
 HE0119
 HE0119.The orthometric height was determined by differential leveling
 HE0119.and adjusted by the National Geodetic Survey in June 1991..
 HE0119
 HE0119.The geoid height was determined by GEOID03.
 HE0119
 HE0119.The dynamic height is computed by dividing the NAVD 88
 HE0119.geopotential number by the normal gravity value computed on the
 HE0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0119.degrees latitude (g = 980.6199 gals.).
 HE0119
 HE0119.The modeled gravity was interpolated from observed gravity values.
 HE0119
 HE0119;                    North         East    Units  Estimated Accuracy
 HE0119;SPC MO W     -   183,970.      855,180.      MT  (+/- 180 meters Scaled)
 HE0119
 HE0119                          SUPERSEDED SURVEY CONTROL
 HE0119
 HE0119  NGVD 29 (??/??/92)  252.824  (m)          829.47   (f) ADJ UNCH    2 0
 HE0119
 HE0119.Superseded values are not recommended for survey control.
 HE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0119.See file dsdata.txt to determine how the superseded data were derived.
 HE0119
 HE0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB731873(NAD 83)
 HE0119_MARKER: DD = SURVEY DISK
 HE0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0119_SP_SET: CULVERT
 HE0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0119
 HE0119  HISTORY     - Date     Condition        Report By
 HE0119  HISTORY     - UNK      MONUMENTED       MKTRR
 HE0119  HISTORY     - 1935     GOOD             NGS
 HE0119
 HE0119                          STATION DESCRIPTION
 HE0119
 HE0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0119'5.7 MI W FROM NEVADA.
 HE0119'5.7 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0119'NEVADA, VERNON COUNTY, 3 POLES EAST OF MILEPOST 323, IN THE
 HE0119'TOP OF A CONCRETE CULVERT, 4 INCHES EAST OF THE WEST END, AND
 HE0119'12 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 HE0119'MISSOURI-KANSAS-TEXAS RAILROAD STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0248 ***********************************************************************
 GG0248  DESIGNATION -  326
 GG0248  PID         -  GG0248
 GG0248  STATE/COUNTY-  MO/NEWTON
 GG0248  USGS QUAD   -  SENECA (1978)
 GG0248
 GG0248                         *CURRENT SURVEY CONTROL
 GG0248  ___________________________________________________________________
 GG0248* NAD 83(1986)-  36 50 06.     (N)    094 37 06.     (W)     SCALED    
 GG0248* NAVD 88     -       258.352  (meters)     847.61   (feet)  ADJUSTED  
 GG0248  ___________________________________________________________________
 GG0248  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GG0248  DYNAMIC HT  -         258.140 (meters)     846.91  (feet)  COMP
 GG0248  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 GG0248
 GG0248  VERT ORDER  -  SECOND    CLASS 0
 GG0248
 GG0248.The horizontal coordinates were scaled from a topographic map and have
 GG0248.an estimated accuracy of +/- 6 seconds.
 GG0248
 GG0248.The orthometric height was determined by differential leveling
 GG0248.and adjusted by the National Geodetic Survey in June 1991..
 GG0248
 GG0248.The geoid height was determined by GEOID03.
 GG0248
 GG0248.The dynamic height is computed by dividing the NAVD 88
 GG0248.geopotential number by the normal gravity value computed on the
 GG0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0248.degrees latitude (g = 980.6199 gals.).
 GG0248
 GG0248.The modeled gravity was interpolated from observed gravity values.
 GG0248
 GG0248;                    North         East    Units  Estimated Accuracy
 GG0248;SPC MO W     -    74,170.      839,450.      MT  (+/- 180 meters Scaled)
 GG0248
 GG0248                          SUPERSEDED SURVEY CONTROL
 GG0248
 GG0248  NGVD 29 (??/??/92)  258.248  (m)          847.27   (f) ADJ UNCH    2 0
 GG0248
 GG0248.Superseded values are not recommended for survey control.
 GG0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0248.See file dsdata.txt to determine how the superseded data were derived.
 GG0248
 GG0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA556777(NAD 83)
 GG0248_MARKER: Z = SEE DESCRIPTION
 GG0248_SETTING: 0 = UNSPECIFIED SETTING
 GG0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0248
 GG0248  HISTORY     - Date     Condition        Report By
 GG0248  HISTORY     - UNK      MONUMENTED       SLSFRR
 GG0248  HISTORY     - 1939     GOOD             NGS
 GG0248
 GG0248                          STATION DESCRIPTION
 GG0248
 GG0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GG0248'AT WEST SENECA.
 GG0248'AT WEST SENECA, NEWTON COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GG0248'RAILWAY, NEAR MILEPOST 326, ONE-HALF RAIL EAST OF AN
 GG0248'OKLAHOMA-MISSOURI STATE LINE MARKER, AND 40 FEET NORTH OF THE
 GG0248'TRACK.  THE TOP OF A VERTICAL RAIL, PROJECTING 4 INCHES ABOVE
 GG0248'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0689 ***********************************************************************
 GD0689  DESIGNATION -  3/3
 GD0689  PID         -  GD0689
 GD0689  STATE/COUNTY-  MO/MISSISSIPPI
 GD0689  USGS QUAD   -  ARLINGTON (1982)
 GD0689
 GD0689                         *CURRENT SURVEY CONTROL
 GD0689  ___________________________________________________________________
 GD0689* NAD 83(1986)-  36 46 42.     (N)    089 07 23.     (W)     SCALED    
 GD0689* NAVD 88     -        94.320  (meters)     309.45   (feet)  ADJUSTED  
 GD0689  ___________________________________________________________________
 GD0689  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD0689  DYNAMIC HT  -          94.247 (meters)     309.21  (feet)  COMP
 GD0689  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 GD0689
 GD0689  VERT ORDER  -  SECOND    CLASS 0
 GD0689
 GD0689.The horizontal coordinates were scaled from a topographic map and have
 GD0689.an estimated accuracy of +/- 6 seconds.
 GD0689
 GD0689.The orthometric height was determined by differential leveling
 GD0689.and adjusted by the National Geodetic Survey in June 1991..
 GD0689
 GD0689.The geoid height was determined by GEOID03.
 GD0689
 GD0689.The dynamic height is computed by dividing the NAVD 88
 GD0689.geopotential number by the normal gravity value computed on the
 GD0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0689.degrees latitude (g = 980.6199 gals.).
 GD0689
 GD0689.The modeled gravity was interpolated from observed gravity values.
 GD0689
 GD0689;                    North         East    Units  Estimated Accuracy
 GD0689;SPC MO E     -   105,740.      372,910.      MT  (+/- 180 meters Scaled)
 GD0689
 GD0689                          SUPERSEDED SURVEY CONTROL
 GD0689
 GD0689  NGVD 29 (??/??/??)   94.229  (m)          309.15   (f) ADJUSTED    2 0
 GD0689
 GD0689.Superseded values are not recommended for survey control.
 GD0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0689.See file dsdata.txt to determine how the superseded data were derived.
 GD0689
 GD0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF105723(NAD 83)
 GD0689_MARKER: P = PIPE CAP
 GD0689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0689_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0689_STAMPING: 3/3
 GD0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0689
 GD0689  HISTORY     - Date     Condition        Report By
 GD0689  HISTORY     - UNK      MONUMENTED       DOD
 GD0689  HISTORY     - 1951     MARK NOT FOUND   CGS
 GD0689
 GD0689                          STATION DESCRIPTION
 GD0689
 GD0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GD0689'0.8 MI N FROM BELMONT.
 GD0689'0.8 MILE NORTH OF THE SCHOOL BUILDING AT BELMONT, MISSISSIPPI
 GD0689'COUNTY, 150 FEET WEST OF THE TOP BANK OF MISSISSIPPI RIVER, IN A
 GD0689'LARGE CLEARING, 13.5 FEET SOUTHWEST OF A 20-INCH STUMP, AND 3.5
 GD0689'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  THE CENTER OF THE TOP
 GD0689'OF A STONE POST 7-1/2 FEET UNDERGROUND, SURMOUNTED BY A FOOT-SQUARE
 GD0689'CONCRETE SLAB WITH BOLT, ACCESS TO WHICH IS HAD THROUGH A 3-1/2-INCH
 GD0689'IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 GD0689'STAMPED 3/3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0077 ***********************************************************************
 HC0077  DESIGNATION -  33
 HC0077  PID         -  HC0077
 HC0077  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0077  USGS QUAD   -  STE GENEVIEVE (1993)
 HC0077
 HC0077                         *CURRENT SURVEY CONTROL
 HC0077  ___________________________________________________________________
 HC0077* NAD 83(1986)-  37 58 44.     (N)    090 02 33.     (W)     SCALED    
 HC0077* NAVD 88     -       122.024  (meters)     400.34   (feet)  ADJUSTED  
 HC0077  ___________________________________________________________________
 HC0077  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HC0077  DYNAMIC HT  -         121.940 (meters)     400.06  (feet)  COMP
 HC0077  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 HC0077
 HC0077  VERT ORDER  -  SECOND    CLASS 0
 HC0077
 HC0077.The horizontal coordinates were scaled from a topographic map and have
 HC0077.an estimated accuracy of +/- 6 seconds.
 HC0077
 HC0077.The orthometric height was determined by differential leveling
 HC0077.and adjusted by the National Geodetic Survey in June 1991..
 HC0077
 HC0077.The geoid height was determined by GEOID03.
 HC0077
 HC0077.The dynamic height is computed by dividing the NAVD 88
 HC0077.geopotential number by the normal gravity value computed on the
 HC0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0077.degrees latitude (g = 980.6199 gals.).
 HC0077
 HC0077.The modeled gravity was interpolated from observed gravity values.
 HC0077
 HC0077;                    North         East    Units  Estimated Accuracy
 HC0077;SPC MO E     -   238,190.      290,190.      MT  (+/- 180 meters Scaled)
 HC0077
 HC0077                          SUPERSEDED SURVEY CONTROL
 HC0077
 HC0077  NGVD 29 (??/??/92)  122.127  (m)          400.68   (f) ADJ UNCH    2 0
 HC0077
 HC0077.Superseded values are not recommended for survey control.
 HC0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0077.See file dsdata.txt to determine how the superseded data were derived.
 HC0077
 HC0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC597076(NAD 83)
 HC0077_MARKER: B = BOLT
 HC0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0077_SP_SET: WALL
 HC0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0077
 HC0077  HISTORY     - Date     Condition        Report By
 HC0077  HISTORY     - UNK      MONUMENTED       DOD
 HC0077  HISTORY     - 1935     GOOD             NGS
 HC0077
 HC0077                          STATION DESCRIPTION
 HC0077
 HC0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0077'IN ST GENEVIEVE.
 HC0077'AT THE SOUTHEAST CORNER OF THE PUBLIC SCHOOL BUILDING, 3.8 FEET
 HC0077'ABOVE THE GROUND, IN THE STONE FOUNDATION AND 4 INCHES SOUTH
 HC0077'OF THE CORNER.  THE CENTER OF A COPPER BOLT LEADED HORIZONTALLY
 HC0077'INTO THE WALL AND SURROUNDED BY THE LETTERS U S CUT IN THE
 HC0077'STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0047 ***********************************************************************
 JE0047  DESIGNATION -  33 A
 JE0047  PID         -  JE0047
 JE0047  STATE/COUNTY-  MO/CASS
 JE0047  USGS QUAD   -  PLEASANT HILL (1990)
 JE0047
 JE0047                         *CURRENT SURVEY CONTROL
 JE0047  ___________________________________________________________________
 JE0047* NAD 83(1986)-  38 46 07.     (N)    094 17 27.     (W)     SCALED    
 JE0047* NAVD 88     -       261.291  (meters)     857.25   (feet)  ADJUSTED  
 JE0047  ___________________________________________________________________
 JE0047  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JE0047  DYNAMIC HT  -         261.115 (meters)     856.67  (feet)  COMP
 JE0047  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 JE0047
 JE0047  VERT ORDER  -  FIRST     CLASS II
 JE0047
 JE0047.The horizontal coordinates were scaled from a topographic map and have
 JE0047.an estimated accuracy of +/- 6 seconds.
 JE0047
 JE0047.The orthometric height was determined by differential leveling
 JE0047.and adjusted by the National Geodetic Survey in June 1991..
 JE0047.WARNING-Repeat measurements at this control monument indicate possible
 JE0047.vertical movement.
 JE0047
 JE0047.The geoid height was determined by GEOID03.
 JE0047
 JE0047.The dynamic height is computed by dividing the NAVD 88
 JE0047.geopotential number by the normal gravity value computed on the
 JE0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0047.degrees latitude (g = 980.6199 gals.).
 JE0047
 JE0047.The modeled gravity was interpolated from observed gravity values.
 JE0047
 JE0047;                    North         East    Units  Estimated Accuracy
 JE0047;SPC MO W     -   288,780.      868,180.      MT  (+/- 180 meters Scaled)
 JE0047
 JE0047                          SUPERSEDED SURVEY CONTROL
 JE0047
 JE0047  NGVD 29 (??/??/92)  261.184  (m)          856.90   (f) ADJ UNCH    1 2
 JE0047
 JE0047.Superseded values are not recommended for survey control.
 JE0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0047.See file dsdata.txt to determine how the superseded data were derived.
 JE0047
 JE0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC878918(NAD 83)
 JE0047_MARKER: Q = CHISELED SQUARE
 JE0047_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JE0047+WITH SETTING: PAVEMENT
 JE0047_SP_SET: SEMAPHORE BASE
 JE0047_MARK LOGO: NONE  
 JE0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0047+STABILITY: SURFACE MOTION
 JE0047
 JE0047  HISTORY     - Date     Condition        Report By
 JE0047  HISTORY     - 1938     MONUMENTED       USGS
 JE0047  HISTORY     - 1963     GOOD             NGS
 JE0047
 JE0047                          STATION DESCRIPTION
 JE0047
 JE0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0047'1.8 MI SW FROM PLEASANT HILL.
 JE0047'ABOUT 1.75 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0047'FROM THE STATION AT PLEASANT HILL, IN SECTION 30, T 46 N, R 30 W,
 JE0047'27 FEET NORTHEAST OF THE NORTHEAST END OF A WOODEN BRIDGE, 7 FEET
 JE0047'SOUTHEAST OF THE SOUTHEAST RAIL, A CHISELED SQUARE ON THE TOP OF
 JE0047'AND IN THE CENTER OF THE NORTHWEST EDGE OF THE CONCRETE BASE
 JE0047'OF A SIGNAL BLOCK AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 JE0047'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0520 ***********************************************************************
 JC0520  DESIGNATION -  33 BOLT
 JC0520  PID         -  JC0520
 JC0520  STATE/COUNTY-  MO/ST LOUIS
 JC0520  USGS QUAD   -  WELDON SPRING (1994)
 JC0520
 JC0520                         *CURRENT SURVEY CONTROL
 JC0520  ___________________________________________________________________
 JC0520* NAD 83(1986)-  38 38 42.     (N)    090 41 56.     (W)     SCALED    
 JC0520* NAVD 88     -       140.12   (+/-2cm)     459.7    (feet)  VERTCON   
 JC0520  ___________________________________________________________________
 JC0520  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC0520
 JC0520  VERT ORDER  -  ? (See Below)
 JC0520
 JC0520.The horizontal coordinates were scaled from a topographic map and have
 JC0520.an estimated accuracy of +/- 6 seconds.
 JC0520
 JC0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0520.The vertical order pertains to the NGVD 29 superseded value.
 JC0520
 JC0520.The geoid height was determined by GEOID03.
 JC0520
 JC0520;                    North         East    Units  Estimated Accuracy
 JC0520;SPC MO E     -   312,040.      232,690.      MT  (+/- 180 meters Scaled)
 JC0520
 JC0520                          SUPERSEDED SURVEY CONTROL
 JC0520
 JC0520  NGVD 29 (??/??/92)  140.184  (m)          459.92   (f) ADJ UNCH    ?  
 JC0520
 JC0520.Superseded values are not recommended for survey control.
 JC0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0520.See file dsdata.txt to determine how the superseded data were derived.
 JC0520
 JC0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC002798(NAD 83)
 JC0520_MARKER: B = BOLT
 JC0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0520_SP_SET: STONE
 JC0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0520+STABILITY: SURFACE MOTION
 JC0520
 JC0520  HISTORY     - Date     Condition        Report By
 JC0520  HISTORY     - UNK      MONUMENTED       MORC
 JC0520  HISTORY     - 1934     GOOD             NGS
 JC0520
 JC0520                          STATION DESCRIPTION
 JC0520
 JC0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0520'AT CENTAUR.
 JC0520'AT CENTAUR, ST. LOUIS COUNTY, 5-1/2 FEET SOUTH AND 5 FEET EAST
 JC0520'OF THE SOUTHWEST CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0520'RAILWAY STATION, NEAR MILEAGE POLE 33+15, 100 FEET NORTHEAST OF
 JC0520'THE NORTHEAST CORNER OF A 2-STORY BLOCK HOUSE, 84 FEET SOUTHEAST
 JC0520'OF A CROSSING-WARNING SIGN, AND 42 FEET EAST OF THE CENTERLINE
 JC0520'OF A ROAD.  A COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES
 JC0520'SQUARE AND SET ABOUT 4 FEET UNDER GROUND.  NOTE-- THE CAP TO THE
 JC0520'IRON PIPE IS BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0521 ***********************************************************************
 JC0521  DESIGNATION -  33 CAP
 JC0521  PID         -  JC0521
 JC0521  STATE/COUNTY-  MO/ST LOUIS
 JC0521  USGS QUAD   -  WELDON SPRING (1994)
 JC0521
 JC0521                         *CURRENT SURVEY CONTROL
 JC0521  ___________________________________________________________________
 JC0521* NAD 83(1986)-  38 38 42.     (N)    090 41 56.     (W)     SCALED    
 JC0521* NAVD 88     -       141.36   (+/-2cm)     463.8    (feet)  VERTCON   
 JC0521  ___________________________________________________________________
 JC0521  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC0521
 JC0521  VERT ORDER  -  ? (See Below)
 JC0521
 JC0521.The horizontal coordinates were scaled from a topographic map and have
 JC0521.an estimated accuracy of +/- 6 seconds.
 JC0521
 JC0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0521.The vertical order pertains to the NGVD 29 superseded value.
 JC0521
 JC0521.The geoid height was determined by GEOID03.
 JC0521
 JC0521;                    North         East    Units  Estimated Accuracy
 JC0521;SPC MO E     -   312,040.      232,690.      MT  (+/- 180 meters Scaled)
 JC0521
 JC0521                          SUPERSEDED SURVEY CONTROL
 JC0521
 JC0521  NGVD 29 (??/??/92)  141.418  (m)          463.97   (f) ADJ UNCH    ?  
 JC0521
 JC0521.Superseded values are not recommended for survey control.
 JC0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0521.See file dsdata.txt to determine how the superseded data were derived.
 JC0521
 JC0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC002798(NAD 83)
 JC0521_MARKER: P = PIPE CAP
 JC0521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0521
 JC0521  HISTORY     - Date     Condition        Report By
 JC0521  HISTORY     - UNK      MONUMENTED       MORC
 JC0521  HISTORY     - 1934     GOOD             NGS
 JC0521
 JC0521                          STATION DESCRIPTION
 JC0521
 JC0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0521'AT CENTAUR.
 JC0521'AT CENTAUR, ST. LOUIS COUNTY, 5-1/2 FEET SOUTH AND 5 FEET EAST
 JC0521'OF THE SOUTHWEST CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0521'RAILWAY STATION, NEAR MILEAGE POLE 33+15, 100 FEET NORTHEAST OF
 JC0521'THE NORTHEAST CORNER OF A 2-STORY BRICK HOUSE, 84 FEET SOUTHEAST
 JC0521'OF A CROSSING-WARNING SIGN, AND 42 FEET EAST OF THE CENTERLINE
 JC0521'OF A ROAD.  NOTE-- THE CAP TO THE IRON PIPE IS BROKEN.  AN IRON
 JC0521'PIPE ABOUT 1 FOOT UNDER GROUND AND BEARING A MISSOURI RIVER
 JC0521'COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1002 ***********************************************************************
 HB1002  DESIGNATION -  333.70
 HB1002  PID         -  HB1002
 HB1002  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1002  USGS QUAD   -  WHITEWATER (1976)
 HB1002
 HB1002                         *CURRENT SURVEY CONTROL
 HB1002  ___________________________________________________________________
 HB1002* NAD 83(1986)-  37 09 08.     (N)    089 48 58.     (W)     SCALED    
 HB1002* NAVD 88     -       101.58   (+/-2cm)     333.3    (feet)  VERTCON   
 HB1002  ___________________________________________________________________
 HB1002  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 HB1002
 HB1002  VERT ORDER  -  ? (See Below)
 HB1002
 HB1002.The horizontal coordinates were scaled from a topographic map and have
 HB1002.an estimated accuracy of +/- 6 seconds.
 HB1002
 HB1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1002.The vertical order pertains to the NGVD 29 superseded value.
 HB1002
 HB1002.The geoid height was determined by GEOID03.
 HB1002
 HB1002;                    North         East    Units  Estimated Accuracy
 HB1002;SPC MO E     -   146,560.      310,750.      MT  (+/- 180 meters Scaled)
 HB1002
 HB1002                          SUPERSEDED SURVEY CONTROL
 HB1002
 HB1002  NGVD 29 (??/??/??)  101.538  (m)          333.13   (f) ADJUSTED    ?  
 HB1002
 HB1002.Superseded values are not recommended for survey control.
 HB1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1002.See file dsdata.txt to determine how the superseded data were derived.
 HB1002
 HB1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG499154(NAD 83)
 HB1002_MARKER: Q = CHISELED SQUARE
 HB1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB1002_SP_SET: CULVERT
 HB1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1002+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002
 HB1002
 HB1002  HISTORY     - Date     Condition        Report By
 HB1002  HISTORY     - UNK      MONUMENTED       USGS
 HB1002  HISTORY     - 1934     GOOD             CGS
 HB1002  HISTORY     - 20020823 GOOD             USACE
 HB1002
 HB1002                          STATION DESCRIPTION
 HB1002
 HB1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HB1002'0.7 MI W FROM ARBOR.
 HB1002'0.7 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 HB1002'STATION AT ARBOR, CAPE GIRARDEAU COUNTY, OPPOSITE BRIDGE NO. 151.5,
 HB1002'AT A LARGE HIGHWAY CULVERT OVER DITCH 24, AND ON THE EAST END OF
 HB1002'THE NORTH CONCRETE HEADWALL.  A CHISELED SQUARE.
 HB1002
 HB1002                          STATION RECOVERY (2002)
 HB1002
 HB1002'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0013 ***********************************************************************
 GE0013  DESIGNATION -  334.31
 GE0013  PID         -  GE0013
 GE0013  STATE/COUNTY-  MO/BUTLER
 GE0013  USGS QUAD   -  ROMBAUER (1966)
 GE0013
 GE0013                         *CURRENT SURVEY CONTROL
 GE0013  ___________________________________________________________________
 GE0013* NAD 83(1986)-  36 50 43.     (N)    090 16 48.     (W)     SCALED    
 GE0013* NAVD 88     -       101.88   (+/-2cm)     334.3    (feet)  VERTCON   
 GE0013  ___________________________________________________________________
 GE0013  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GE0013
 GE0013  VERT ORDER  -  ? (See Below)
 GE0013
 GE0013.The horizontal coordinates were scaled from a topographic map and have
 GE0013.an estimated accuracy of +/- 6 seconds.
 GE0013
 GE0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0013.The vertical order pertains to the NGVD 29 superseded value.
 GE0013
 GE0013.The geoid height was determined by GEOID03.
 GE0013
 GE0013;                    North         East    Units  Estimated Accuracy
 GE0013;SPC MO E     -   112,310.      269,620.      MT  (+/- 180 meters Scaled)
 GE0013
 GE0013                          SUPERSEDED SURVEY CONTROL
 GE0013
 GE0013  NGVD 29 (??/??/92)  101.899  (m)          334.31   (f) ADJ UNCH    ?  
 GE0013
 GE0013.Superseded values are not recommended for survey control.
 GE0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0013.See file dsdata.txt to determine how the superseded data were derived.
 GE0013
 GE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA425811(NAD 83)
 GE0013_MARKER: Q = CHISELED SQUARE
 GE0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0013_SP_SET: WALK
 GE0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0013
 GE0013  HISTORY     - Date     Condition        Report By
 GE0013  HISTORY     - UNK      MONUMENTED       USGS
 GE0013  HISTORY     - 1934     GOOD             NGS
 GE0013  HISTORY     - 20020830 MARK NOT FOUND   USACE
 GE0013
 GE0013                          STATION DESCRIPTION
 GE0013
 GE0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0013'AT ROMBAUER.
 GE0013'AT ROMBAUER, BUTLER COUNTY, IN FRONT OF THE POST OFFICE, AND ON
 GE0013'THE SOUTHEAST CORNER OF THE CONCRETE WALK.  A CHISELED SQUARE.
 GE0013
 GE0013                          STATION RECOVERY (2002)
 GE0013
 GE0013'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0878 ***********************************************************************
 HC0878  DESIGNATION -  337 CWA
 HC0878  PID         -  HC0878
 HC0878  STATE/COUNTY-  MO/DENT
 HC0878  USGS QUAD   -  ANUTT (1992)
 HC0878
 HC0878                         *CURRENT SURVEY CONTROL
 HC0878  ___________________________________________________________________
 HC0878* NAD 83(1997)-  37 42 02.30082(N)    091 44 00.69556(W)     ADJUSTED  
 HC0878* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 HC0878  ___________________________________________________________________
 HC0878  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 HC0878  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HC0878
 HC0878  HORZ ORDER  -  SECOND
 HC0878
 HC0878.The horizontal coordinates were established by classical geodetic methods
 HC0878.and adjusted by the National Geodetic Survey in February 2000..
 HC0878
 HC0878.The orthometric height was scaled from a topographic map.
 HC0878
 HC0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0878
 HC0878.The geoid height was determined by GEOID03.
 HC0878
 HC0878;                    North         East     Units Scale Factor Converg.
 HC0878;SPC MO E     -   207,923.422   141,222.501   MT  1.00007903   -0 45 15.9
 HC0878;SPC MO C     -   207,483.767   567,590.000   MT  0.99998958   +0 28 07.5
 HC0878;UTM  15      - 4,173,355.809   611,645.783   MT  0.99975353   +0 46 28.5
 HC0878
 HC0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0878!SPC MO E     -   0.99994261  x   1.00007903  =   1.00002163
 HC0878!SPC MO C     -   0.99994261  x   0.99998958  =   0.99993219
 HC0878!UTM  15      -   0.99994261  x   0.99975353  =   0.99969615
 HC0878
 HC0878                          SUPERSEDED SURVEY CONTROL
 HC0878
 HC0878  NAD 83(1986)-  37 42 02.31523(N)    091 44 00.69281(W) AD(       ) 2
 HC0878  NAD 27      -  37 42 02.16300(N)    091 44 00.14300(W) AD(       ) 2
 HC0878
 HC0878.Superseded values are not recommended for survey control.
 HC0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0878.See file dsdata.txt to determine how the superseded data were derived.
 HC0878
 HC0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB1164673356(NAD 83)
 HC0878_MARKER: DB = BENCH MARK DISK
 HC0878_SETTING: 0 = UNSPECIFIED SETTING
 HC0878
 HC0878  HISTORY     - Date     Condition        Report By
 HC0878  HISTORY     - 1947     MONUMENTED       MOGS
 HC0878
 HC0878                          STATION DESCRIPTION
 HC0878
 HC0878'DESCRIBED BY MISSOURI GEODETIC SURVEY 1947 (FRG)
 HC0878'STATION IS LOCATED ABOUT 8 MILES EAST OF EDGAR SPRINGS, 4 MILES
 HC0878'NORTH OF LENOX AND ABOUT 2 MILES SOUTHWEST OF ANUTT.  IT IS
 HC0878'ABOUT 175 YARDS WEST OF COUNTY ROUTE C, 70 FT. EAST NORTH-EAST
 HC0878'OF R.M. NO 1 ANUTT 1947, 47 FT. WEST OF THE APPROXIMATE CENTER
 HC0878'LINE OF AN OLD ROAD AND 22 FT. NORTH OF THE CENTER LINE OF A
 HC0878'GRAVEL ROAD.  THE MARK PROJECTS ABOUT 7 INCHES AND THE DISK IS
 HC0878'STAMPED NO 337 CWA 1934.
 HC0878'
 HC0878'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ANUTT.
 HC0878'THE DISTANCE MEASURED WAS 37.452 METERS, 122.87 FEET.
 HC0878'
 HC0878'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 66
 HC0878'AND STATE ROUTE NO 72 ON THE WESTERN EDGE OF ROLLA, GO EAST
 HC0878'AND SOUTH ON STATE ROUTE NO 72 FOR 20 MILES TO THE JUNCTION OF
 HC0878'COUNTY ROUTE C.  TURN RIGHT ON COUNTY ROUTE C AND GO WEST FOR 4.9
 HC0878'MILES TO THE VILLAGE OF ANUTT WHERE COUNTY ROUTE C TURNS SOUTH.
 HC0878'TURN SOUTH AND CONTINUE FOR 1.2 MILES TO A SIDE ROAD WEST.  TURN
 HC0878'RIGHT AND GO WEST FOR ABOUT 0.05 MILE TO STATION ON RIGHT OR
 HC0878'NORTH OF ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0037 ***********************************************************************
 GE0037  DESIGNATION -  338.6
 GE0037  PID         -  GE0037
 GE0037  STATE/COUNTY-  MO/BUTLER
 GE0037  USGS QUAD   -  FISK (1962)
 GE0037
 GE0037                         *CURRENT SURVEY CONTROL
 GE0037  ___________________________________________________________________
 GE0037* NAD 83(1986)-  36 46 48.     (N)    090 12 05.     (W)     SCALED    
 GE0037* NAVD 88     -       103.287  (meters)     338.87   (feet)  ADJUSTED  
 GE0037  ___________________________________________________________________
 GE0037  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GE0037  DYNAMIC HT  -         103.206 (meters)     338.60  (feet)  COMP
 GE0037  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 GE0037
 GE0037  VERT ORDER  -  SECOND    CLASS 0
 GE0037
 GE0037.The horizontal coordinates were scaled from a topographic map and have
 GE0037.an estimated accuracy of +/- 6 seconds.
 GE0037
 GE0037.The orthometric height was determined by differential leveling
 GE0037.and adjusted by the National Geodetic Survey in June 1991..
 GE0037
 GE0037.The geoid height was determined by GEOID03.
 GE0037
 GE0037.The dynamic height is computed by dividing the NAVD 88
 GE0037.geopotential number by the normal gravity value computed on the
 GE0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0037.degrees latitude (g = 980.6199 gals.).
 GE0037
 GE0037.The modeled gravity was interpolated from observed gravity values.
 GE0037
 GE0037;                    North         East    Units  Estimated Accuracy
 GE0037;SPC MO E     -   105,080.      276,660.      MT  (+/- 180 meters Scaled)
 GE0037
 GE0037                          SUPERSEDED SURVEY CONTROL
 GE0037
 GE0037  NGVD 29 (??/??/92)  103.304  (m)          338.92   (f) ADJ UNCH    2 0
 GE0037
 GE0037.Superseded values are not recommended for survey control.
 GE0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0037.See file dsdata.txt to determine how the superseded data were derived.
 GE0037
 GE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA497741(NAD 83)
 GE0037_MARKER: DD = SURVEY DISK
 GE0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0037_SP_SET: PIER
 GE0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0037+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002
 GE0037
 GE0037  HISTORY     - Date     Condition        Report By
 GE0037  HISTORY     - UNK      MONUMENTED       USGS
 GE0037  HISTORY     - 1933     GOOD             NGS
 GE0037  HISTORY     - 20020831 GOOD             USACE
 GE0037
 GE0037                          STATION DESCRIPTION
 GE0037
 GE0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GE0037'AT FISK.
 GE0037'AT FISK, BUTLER COUNTY, ON THE MISSOURI PACIFIC RAILROAD BRIDGE
 GE0037'OVER ST. FRANCIS RIVER, NORTH OF THE TRACK, AND IN THE TOP OF
 GE0037'THE WEST PIER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
 GE0037
 GE0037                          STATION RECOVERY (2002)
 GE0037
 GE0037'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0978 ***********************************************************************
 HB0978  DESIGNATION -  339.76
 HB0978  PID         -  HB0978
 HB0978  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB0978  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB0978
 HB0978                         *CURRENT SURVEY CONTROL
 HB0978  ___________________________________________________________________
 HB0978* NAD 83(1986)-  37 18 16.     (N)    089 31 02.     (W)     SCALED    
 HB0978* NAVD 88     -       103.431  (meters)     339.34   (feet)  ADJUSTED  
 HB0978  ___________________________________________________________________
 HB0978  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB0978  DYNAMIC HT  -         103.357 (meters)     339.10  (feet)  COMP
 HB0978  MODELED GRAV-     979,913.1   (mgal)                       NAVD 88
 HB0978
 HB0978  VERT ORDER  -  FIRST     CLASS II
 HB0978
 HB0978.The horizontal coordinates were scaled from a topographic map and have
 HB0978.an estimated accuracy of +/- 6 seconds.
 HB0978
 HB0978.The orthometric height was determined by differential leveling
 HB0978.and adjusted by the National Geodetic Survey in June 1991..
 HB0978
 HB0978.The geoid height was determined by GEOID03.
 HB0978
 HB0978.The dynamic height is computed by dividing the NAVD 88
 HB0978.geopotential number by the normal gravity value computed on the
 HB0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0978.degrees latitude (g = 980.6199 gals.).
 HB0978
 HB0978.The modeled gravity was interpolated from observed gravity values.
 HB0978
 HB0978;                    North         East    Units  Estimated Accuracy
 HB0978;SPC MO E     -   163,690.      337,120.      MT  (+/- 180 meters Scaled)
 HB0978
 HB0978                          SUPERSEDED SURVEY CONTROL
 HB0978
 HB0978  NGVD 29 (??/??/??)  103.335  (m)          339.02   (f) ADJUSTED    1 2
 HB0978
 HB0978.Superseded values are not recommended for survey control.
 HB0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0978.See file dsdata.txt to determine how the superseded data were derived.
 HB0978
 HB0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG769316(NAD 83)
 HB0978_MARKER: Q = CHISELED SQUARE
 HB0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0978_SP_SET: FOUNDATION
 HB0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0978
 HB0978  HISTORY     - Date     Condition        Report By
 HB0978  HISTORY     - UNK      MONUMENTED       USGS
 HB0978  HISTORY     - 1934     GOOD             CGS
 HB0978  HISTORY     - 20020822 MARK NOT FOUND   USACE
 HB0978
 HB0978                          STATION DESCRIPTION
 HB0978
 HB0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HB0978'AT CAPE GIRARDEAU.
 HB0978'AT CAPE GIRARDEAU, CAPE GIRARDEAU COUNTY, AT THE FOOT OF THEMIS
 HB0978'STREET, EAST OF WATER STREET AND THE ST. LOUIS-SAN FRANCISCO
 HB0978'RAILWAY, ON THE TOP OF THE LEVEE, AT THE MISSISSIPPI RIVER
 HB0978'COMMISSION WATER-GAGE INDICATOR, AND ON THE TOP OF THE EAST END
 HB0978'OF THE NORTH CONCRETE FOUNDATION.  A CHISELED SQUARE.
 HB0978
 HB0978                          STATION RECOVERY (2002)
 HB0978
 HB0978'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB0978'CONCRETE CHIPPED OFF AND CRACKED AT AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0522 ***********************************************************************
 JC0522  DESIGNATION -  34
 JC0522  PID         -  JC0522
 JC0522  STATE/COUNTY-  MO/ST LOUIS
 JC0522  USGS QUAD   -  WELDON SPRING (1994)
 JC0522
 JC0522                         *CURRENT SURVEY CONTROL
 JC0522  ___________________________________________________________________
 JC0522* NAD 83(1986)-  38 38 30.     (N)    090 42 45.     (W)     SCALED    
 JC0522* NAVD 88     -       143.16   (+/-2cm)     469.7    (feet)  VERTCON   
 JC0522  ___________________________________________________________________
 JC0522  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC0522
 JC0522  VERT ORDER  -  ? (See Below)
 JC0522
 JC0522.The horizontal coordinates were scaled from a topographic map and have
 JC0522.an estimated accuracy of +/- 6 seconds.
 JC0522
 JC0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0522.The vertical order pertains to the NGVD 29 superseded value.
 JC0522
 JC0522.The geoid height was determined by GEOID03.
 JC0522
 JC0522;                    North         East    Units  Estimated Accuracy
 JC0522;SPC MO E     -   311,680.      231,500.      MT  (+/- 180 meters Scaled)
 JC0522
 JC0522                          SUPERSEDED SURVEY CONTROL
 JC0522
 JC0522  NGVD 29 (??/??/92)  143.217  (m)          469.87   (f) ADJ UNCH    ?  
 JC0522
 JC0522.Superseded values are not recommended for survey control.
 JC0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0522.See file dsdata.txt to determine how the superseded data were derived.
 JC0522
 JC0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC990794(NAD 83)
 JC0522_MARKER: B = BOLT
 JC0522_SETTING: 66 = SET IN ROCK OUTCROP
 JC0522_SP_SET: ROCK LEDGE
 JC0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0522+STABILITY: POSITION/ELEVATION WELL
 JC0522
 JC0522  HISTORY     - Date     Condition        Report By
 JC0522  HISTORY     - UNK      MONUMENTED       MORC
 JC0522  HISTORY     - 1934     MARK NOT FOUND   NGS
 JC0522  HISTORY     - 1934     MARK NOT FOUND   MORC
 JC0522
 JC0522                          STATION DESCRIPTION
 JC0522
 JC0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0522'0.8 MI W FROM CENTAUR.
 JC0522'ABOUT 3/4 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0522'RAILWAY FROM CENTAUR, ST. LOUIS COUNTY, OPPOSITE THE CENTER OF A
 JC0522'WOODED LOT ON THE RIVER SIDE OF THE TRACK, 10 FEET ABOVE THE
 JC0522'UPPER END OF BRIDGE 99, 45 FEET TOWARD THE BLUFF FROM THE
 JC0522'CENTERLINE OF THE TRACK, 5 FEET ABOVE THE LEVEL OF THE TRACK, AND
 JC0522'IN THE NORTH FACE OF A VERTICAL ROCK LEDGE.  A PUNCH MARK ON THE
 JC0522'END OF A COPPER BOLT, LEADED HORIZONTALLY AND SURROUNDED BY
 JC0522'THE CHISELED LETTERS U.S.P.B.M.  NOTE-- THE BOLT WAS NOT FOUND
 JC0522'IN THE ROCK AT THE DESCRIBED LOCATION.
 JC0522
 JC0522                          STATION RECOVERY (1934)
 JC0522
 JC0522'RECOVERY NOTE BY MISSOURI RIVER COMMISSION 1934
 JC0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1621 ***********************************************************************
 JE1621  DESIGNATION -  34 A
 JE1621  PID         -  JE1621
 JE1621  STATE/COUNTY-  MO/CASS
 JE1621  USGS QUAD   -  PLEASANT HILL (1990)
 JE1621
 JE1621                         *CURRENT SURVEY CONTROL
 JE1621  ___________________________________________________________________
 JE1621* NAD 83(1986)-  38 48 11.     (N)    094 17 17.     (W)     SCALED    
 JE1621* NAVD 88     -       264.066  (meters)     866.36   (feet)  ADJUSTED  
 JE1621  ___________________________________________________________________
 JE1621  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JE1621  DYNAMIC HT  -         263.888 (meters)     865.77  (feet)  COMP
 JE1621  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 JE1621
 JE1621  VERT ORDER  -  SECOND    CLASS II
 JE1621
 JE1621.The horizontal coordinates were scaled from a topographic map and have
 JE1621.an estimated accuracy of +/- 6 seconds.
 JE1621
 JE1621.The orthometric height was determined by differential leveling
 JE1621.and adjusted by the National Geodetic Survey in June 1991..
 JE1621
 JE1621.The geoid height was determined by GEOID03.
 JE1621
 JE1621.The dynamic height is computed by dividing the NAVD 88
 JE1621.geopotential number by the normal gravity value computed on the
 JE1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1621.degrees latitude (g = 980.6199 gals.).
 JE1621
 JE1621.The modeled gravity was interpolated from observed gravity values.
 JE1621
 JE1621;                    North         East    Units  Estimated Accuracy
 JE1621;SPC MO W     -   292,610.      868,410.      MT  (+/- 180 meters Scaled)
 JE1621
 JE1621                          SUPERSEDED SURVEY CONTROL
 JE1621
 JE1621  NGVD 29 (??/??/92)  263.93   (m)          865.9    (f) COMPUTED    2 2
 JE1621
 JE1621.Superseded values are not recommended for survey control.
 JE1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1621.See file dsdata.txt to determine how the superseded data were derived.
 JE1621
 JE1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC881957(NAD 83)
 JE1621_MARKER: Q = CHISELED SQUARE
 JE1621_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JE1621+WITH SETTING: PAVEMENT
 JE1621_SP_SET: SEMAPHORE BASE
 JE1621_MARK LOGO: NONE  
 JE1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1621+STABILITY: SURFACE MOTION
 JE1621
 JE1621  HISTORY     - Date     Condition        Report By
 JE1621  HISTORY     - 1938     MONUMENTED       USGS
 JE1621
 JE1621                          STATION DESCRIPTION
 JE1621
 JE1621'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE1621'2.3 KM (1.40 MI) NW FROM PLEASANT HILL.
 JE1621'PLEASANT HILL, 1.4 MILES NORTHWEST OF, ALONG MISSOURI PACIFIC RAILROAD
 JE1621'115 FEET SOUTHEAST OF BRIDGE, 10 FEET EAST OF TRACK, ON CONCRETE BASE
 JE1621'OF SEMAPHORE 3250-9, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0007 ***********************************************************************
 GE0007  DESIGNATION -  343.88
 GE0007  PID         -  GE0007
 GE0007  STATE/COUNTY-  MO/STODDARD
 GE0007  USGS QUAD   -  PUXICO (1962)
 GE0007
 GE0007                         *CURRENT SURVEY CONTROL
 GE0007  ___________________________________________________________________
 GE0007* NAD 83(1986)-  36 55 05.     (N)    090 12 48.     (W)     SCALED    
 GE0007* NAVD 88     -       104.748  (meters)     343.66   (feet)  ADJUSTED  
 GE0007  ___________________________________________________________________
 GE0007  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GE0007  DYNAMIC HT  -         104.666 (meters)     343.39  (feet)  COMP
 GE0007  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GE0007
 GE0007  VERT ORDER  -  FIRST     CLASS II
 GE0007
 GE0007.The horizontal coordinates were scaled from a topographic map and have
 GE0007.an estimated accuracy of +/- 6 seconds.
 GE0007
 GE0007.The orthometric height was determined by differential leveling
 GE0007.and adjusted by the National Geodetic Survey in June 1991..
 GE0007
 GE0007.The geoid height was determined by GEOID03.
 GE0007
 GE0007.The dynamic height is computed by dividing the NAVD 88
 GE0007.geopotential number by the normal gravity value computed on the
 GE0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0007.degrees latitude (g = 980.6199 gals.).
 GE0007
 GE0007.The modeled gravity was interpolated from observed gravity values.
 GE0007
 GE0007;                    North         East    Units  Estimated Accuracy
 GE0007;SPC MO E     -   120,400.      275,540.      MT  (+/- 180 meters Scaled)
 GE0007
 GE0007                          SUPERSEDED SURVEY CONTROL
 GE0007
 GE0007  NGVD 29 (??/??/92)  104.777  (m)          343.76   (f) ADJ UNCH    1 2
 GE0007
 GE0007.Superseded values are not recommended for survey control.
 GE0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0007.See file dsdata.txt to determine how the superseded data were derived.
 GE0007
 GE0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA482894(NAD 83)
 GE0007_MARKER: N = NAIL
 GE0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0007_SP_SET: TREE ROOT
 GE0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0007
 GE0007  HISTORY     - Date     Condition        Report By
 GE0007  HISTORY     - UNK      MONUMENTED       USGS
 GE0007  HISTORY     - 1934     GOOD             NGS
 GE0007  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0007
 GE0007                          STATION DESCRIPTION
 GE0007
 GE0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0007'AT COBB.
 GE0007'AT COBB, STODDARD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 GE0007'50 FEET NORTH OF THE STATION SIGN, 60 FEET EAST OF A ROAD, ON
 GE0007'A FENCE LINE, AND IN THE ROOT OF A HICKORY TREE.  A UNITED
 GE0007'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 GE0007
 GE0007                          STATION RECOVERY (2002)
 GE0007
 GE0007'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0038 ***********************************************************************
 GE0038  DESIGNATION -  345.1
 GE0038  PID         -  GE0038
 GE0038  STATE/COUNTY-  MO/BUTLER
 GE0038  USGS QUAD   -  FISK (1962)
 GE0038
 GE0038                         *CURRENT SURVEY CONTROL
 GE0038  ___________________________________________________________________
 GE0038* NAD 83(1986)-  36 46 48.     (N)    090 12 07.     (W)     SCALED    
 GE0038* NAVD 88     -       105.269  (meters)     345.37   (feet)  ADJUSTED  
 GE0038  ___________________________________________________________________
 GE0038  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GE0038  DYNAMIC HT  -         105.187 (meters)     345.10  (feet)  COMP
 GE0038  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 GE0038
 GE0038  VERT ORDER  -  SECOND    CLASS 0
 GE0038
 GE0038.The horizontal coordinates were scaled from a topographic map and have
 GE0038.an estimated accuracy of +/- 6 seconds.
 GE0038
 GE0038.The orthometric height was determined by differential leveling
 GE0038.and adjusted by the National Geodetic Survey in June 1991..
 GE0038
 GE0038.The geoid height was determined by GEOID03.
 GE0038
 GE0038.The dynamic height is computed by dividing the NAVD 88
 GE0038.geopotential number by the normal gravity value computed on the
 GE0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0038.degrees latitude (g = 980.6199 gals.).
 GE0038
 GE0038.The modeled gravity was interpolated from observed gravity values.
 GE0038
 GE0038;                    North         East    Units  Estimated Accuracy
 GE0038;SPC MO E     -   105,080.      276,610.      MT  (+/- 180 meters Scaled)
 GE0038
 GE0038                          SUPERSEDED SURVEY CONTROL
 GE0038
 GE0038  NGVD 29 (??/??/92)  105.29   (m)          345.4    (f) COMPUTED    2 0
 GE0038
 GE0038.Superseded values are not recommended for survey control.
 GE0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0038.See file dsdata.txt to determine how the superseded data were derived.
 GE0038
 GE0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA497741(NAD 83)
 GE0038_MARKER: Q = CHISELED SQUARE
 GE0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0038_SP_SET: ABUTMENT
 GE0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0038+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002
 GE0038
 GE0038  HISTORY     - Date     Condition        Report By
 GE0038  HISTORY     - UNK      MONUMENTED       USGS
 GE0038  HISTORY     - 1933     GOOD             NGS
 GE0038  HISTORY     - 20020831 GOOD             USACE
 GE0038
 GE0038                          STATION DESCRIPTION
 GE0038
 GE0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GE0038'AT FISK.
 GE0038'AT FISK, BUTLER COUNTY, ON U.S. HIGHWAY 60 BRIDGE OVER ST.
 GE0038'FRANCIS RIVER, AND ON THE TOP OF THE SOUTHWEST CORNER OF THE
 GE0038'WEST ABUTMENT.  A CHISELED SQUARE, MARKED 345.1.
 GE0038
 GE0038                          STATION RECOVERY (2002)
 GE0038
 GE0038'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0999 ***********************************************************************
 HB0999  DESIGNATION -  347.31
 HB0999  PID         -  HB0999
 HB0999  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB0999  USGS QUAD   -  WHITEWATER (1976)
 HB0999
 HB0999                         *CURRENT SURVEY CONTROL
 HB0999  ___________________________________________________________________
 HB0999* NAD 83(1986)-  37 11 23.     (N)    089 45 00.     (W)     SCALED    
 HB0999* NAVD 88     -       105.684  (meters)     346.73   (feet)  ADJUSTED  
 HB0999  ___________________________________________________________________
 HB0999  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HB0999  DYNAMIC HT  -         105.607 (meters)     346.48  (feet)  COMP
 HB0999  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 HB0999
 HB0999  VERT ORDER  -  FIRST     CLASS II
 HB0999
 HB0999.The horizontal coordinates were scaled from a topographic map and have
 HB0999.an estimated accuracy of +/- 6 seconds.
 HB0999
 HB0999.The orthometric height was determined by differential leveling
 HB0999.and adjusted by the National Geodetic Survey in June 1991..
 HB0999
 HB0999.The geoid height was determined by GEOID03.
 HB0999
 HB0999.The dynamic height is computed by dividing the NAVD 88
 HB0999.geopotential number by the normal gravity value computed on the
 HB0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0999.degrees latitude (g = 980.6199 gals.).
 HB0999
 HB0999.The modeled gravity was interpolated from observed gravity values.
 HB0999
 HB0999;                    North         East    Units  Estimated Accuracy
 HB0999;SPC MO E     -   150,770.      316,590.      MT  (+/- 180 meters Scaled)
 HB0999
 HB0999                          SUPERSEDED SURVEY CONTROL
 HB0999
 HB0999  NGVD 29 (??/??/??)  105.627  (m)          346.54   (f) ADJUSTED    1 2
 HB0999
 HB0999.Superseded values are not recommended for survey control.
 HB0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0999.See file dsdata.txt to determine how the superseded data were derived.
 HB0999
 HB0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG559194(NAD 83)
 HB0999_MARKER: Q = CHISELED SQUARE
 HB0999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0999_SP_SET: ABUTMENT
 HB0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0999
 HB0999  HISTORY     - Date     Condition        Report By
 HB0999  HISTORY     - UNK      MONUMENTED       USGS
 HB0999  HISTORY     - 1934     GOOD             CGS
 HB0999  HISTORY     - 20020823 MARK NOT FOUND   USACE
 HB0999
 HB0999                          STATION DESCRIPTION
 HB0999
 HB0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HB0999'1 MI SW FROM DELTA.
 HB0999'1.0 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HB0999'THE STATION AT DELTA, CAPE GIRARDEAU COUNTY, AT THE BRIDGE OVER
 HB0999'WHITEWATER RIVER, AND ON THE TOP OF THE SOUTHEAST CORNER OF THE
 HB0999'EAST ABUTMENT.  A CHISELED SQUARE.
 HB0999
 HB0999                          STATION RECOVERY (2002)
 HB0999
 HB0999'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB0999'ABUTMENT NOT FOUND, BUT ROCK SUPPORTING ABUTMENT FOUND. NO CHIS. SQ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1535 ***********************************************************************
 JE1535  DESIGNATION -  35 A
 JE1535  PID         -  JE1535
 JE1535  STATE/COUNTY-  MO/CASS
 JE1535  USGS QUAD   -  PLEASANT HILL (1990)
 JE1535
 JE1535                         *CURRENT SURVEY CONTROL
 JE1535  ___________________________________________________________________
 JE1535* NAD 83(1986)-  38 49 44.     (N)    094 18 51.     (W)     SCALED    
 JE1535* NAVD 88     -       271.910  (meters)     892.09   (feet)  ADJUSTED  
 JE1535  ___________________________________________________________________
 JE1535  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JE1535  DYNAMIC HT  -         271.727 (meters)     891.49  (feet)  COMP
 JE1535  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 JE1535
 JE1535  VERT ORDER  -  SECOND    CLASS II
 JE1535
 JE1535.The horizontal coordinates were scaled from a topographic map and have
 JE1535.an estimated accuracy of +/- 6 seconds.
 JE1535
 JE1535.The orthometric height was determined by differential leveling
 JE1535.and adjusted by the National Geodetic Survey in June 1991..
 JE1535
 JE1535.The geoid height was determined by GEOID03.
 JE1535
 JE1535.The dynamic height is computed by dividing the NAVD 88
 JE1535.geopotential number by the normal gravity value computed on the
 JE1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1535.degrees latitude (g = 980.6199 gals.).
 JE1535
 JE1535.The modeled gravity was interpolated from observed gravity values.
 JE1535
 JE1535;                    North         East    Units  Estimated Accuracy
 JE1535;SPC MO W     -   295,470.      866,140.      MT  (+/- 180 meters Scaled)
 JE1535
 JE1535                          SUPERSEDED SURVEY CONTROL
 JE1535
 JE1535  NGVD 29 (??/??/92)  271.80   (m)          891.7    (f) COMPUTED    2 2
 JE1535
 JE1535.Superseded values are not recommended for survey control.
 JE1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1535.See file dsdata.txt to determine how the superseded data were derived.
 JE1535
 JE1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC859986(NAD 83)
 JE1535_MARKER: Q = CHISELED SQUARE
 JE1535_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JE1535+WITH SETTING: PAVEMENT
 JE1535_SP_SET: SEMAPHORE BASE
 JE1535_MARK LOGO: NONE  
 JE1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1535+STABILITY: SURFACE MOTION
 JE1535
 JE1535  HISTORY     - Date     Condition        Report By
 JE1535  HISTORY     - 1938     MONUMENTED       USGS
 JE1535
 JE1535                          STATION DESCRIPTION
 JE1535
 JE1535'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE1535'6.0 KM (3.75 MI) NW FROM PLEASANT HILL.
 JE1535'PLEASANT HILL, 3.75 MILES NORTHWEST OF, ALONG THE MISSOURI
 JE1535'PACIFIC RAILROAD AT MILEPOLE 253, 2 1/2 RAILS SOUTH OF PUBLIC
 JE1535'CROSSING, 9 FEET WEST OF TRACK, ON CONCRETE BASE OF SEMAPHORE 253-0,
 JE1535'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0524 ***********************************************************************
 JC0524  DESIGNATION -  35=11/1 BOLT
 JC0524  PID         -  JC0524
 JC0524  STATE/COUNTY-  MO/FRANKLIN
 JC0524  USGS QUAD   -  WELDON SPRING (1994)
 JC0524
 JC0524                         *CURRENT SURVEY CONTROL
 JC0524  ___________________________________________________________________
 JC0524* NAD 83(1986)-  38 37 46.     (N)    090 44 25.     (W)     SCALED    
 JC0524* NAVD 88     -       144.49   (+/-2cm)     474.0    (feet)  VERTCON   
 JC0524  ___________________________________________________________________
 JC0524  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JC0524
 JC0524  VERT ORDER  -  ? (See Below)
 JC0524
 JC0524.The horizontal coordinates were scaled from a topographic map and have
 JC0524.an estimated accuracy of +/- 6 seconds.
 JC0524
 JC0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0524.The vertical order pertains to the NGVD 29 superseded value.
 JC0524
 JC0524.The geoid height was determined by GEOID03.
 JC0524
 JC0524;                    North         East    Units  Estimated Accuracy
 JC0524;SPC MO E     -   310,330.      229,080.      MT  (+/- 180 meters Scaled)
 JC0524
 JC0524                          SUPERSEDED SURVEY CONTROL
 JC0524
 JC0524  NGVD 29 (??/??/92)  144.556  (m)          474.26   (f) ADJ UNCH    ?  
 JC0524
 JC0524.Superseded values are not recommended for survey control.
 JC0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0524.See file dsdata.txt to determine how the superseded data were derived.
 JC0524
 JC0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC967780(NAD 83)
 JC0524_MARKER: B = BOLT
 JC0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0524_SP_SET: STONE
 JC0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0524+STABILITY: SURFACE MOTION
 JC0524
 JC0524  HISTORY     - Date     Condition        Report By
 JC0524  HISTORY     - UNK      MONUMENTED       MORC
 JC0524  HISTORY     - 1934     GOOD             NGS
 JC0524
 JC0524                          STATION DESCRIPTION
 JC0524
 JC0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0524'AT PORT ROYAL.
 JC0524'AT PORT ROYAL, FRANKLIN COUNTY, 15 RAILS NORTHEAST OF THE CHICAGO,
 JC0524'ROCK ISLAND AND PACIFIC RAILWAY STATION SIGN, 50 YARDS EAST OF THE
 JC0524'HIGH POINT OF A 40-FOOT ROCK LEDGE ON THE SOUTHEAST SIDE OF THE
 JC0524'TRACK, 67 FEET SOUTHWEST OF THE SOUTH CORNER OF THE SOUTHEAST
 JC0524'HEADWALL OF A CONCRETE CULVERT UNDER THE TRACK, 58 FEET SOUTHEAST
 JC0524'OF POLE 35+29, WEST OF A SMALL STREAM IN A LARGE RAVINE, 30 FEET
 JC0524'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 2-1/2 FEET ABOVE
 JC0524'THE TOP OF THE RAIL.  A COPPER BOLT LEADED IN THE TOP OF A STONE
 JC0524'18 INCHES SQUARE AND SET ABOUT 3 FEET UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0525 ***********************************************************************
 JC0525  DESIGNATION -  35=11/1 CAP
 JC0525  PID         -  JC0525
 JC0525  STATE/COUNTY-  MO/FRANKLIN
 JC0525  USGS QUAD   -  WELDON SPRING (1994)
 JC0525
 JC0525                         *CURRENT SURVEY CONTROL
 JC0525  ___________________________________________________________________
 JC0525* NAD 83(1986)-  38 37 46.     (N)    090 44 25.     (W)     SCALED    
 JC0525* NAVD 88     -       145.74   (+/-2cm)     478.1    (feet)  VERTCON   
 JC0525  ___________________________________________________________________
 JC0525  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JC0525
 JC0525  VERT ORDER  -  ? (See Below)
 JC0525
 JC0525.The horizontal coordinates were scaled from a topographic map and have
 JC0525.an estimated accuracy of +/- 6 seconds.
 JC0525
 JC0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0525.The vertical order pertains to the NGVD 29 superseded value.
 JC0525
 JC0525.The geoid height was determined by GEOID03.
 JC0525
 JC0525;                    North         East    Units  Estimated Accuracy
 JC0525;SPC MO E     -   310,330.      229,080.      MT  (+/- 180 meters Scaled)
 JC0525
 JC0525                          SUPERSEDED SURVEY CONTROL
 JC0525
 JC0525  NGVD 29 (??/??/92)  145.798  (m)          478.34   (f) ADJ UNCH    ?  
 JC0525
 JC0525.Superseded values are not recommended for survey control.
 JC0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0525.See file dsdata.txt to determine how the superseded data were derived.
 JC0525
 JC0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC967780(NAD 83)
 JC0525_MARKER: P = PIPE CAP
 JC0525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0525_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0525
 JC0525  HISTORY     - Date     Condition        Report By
 JC0525  HISTORY     - UNK      MONUMENTED       MORC
 JC0525  HISTORY     - 1934     GOOD             NGS
 JC0525
 JC0525                          STATION DESCRIPTION
 JC0525
 JC0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0525'AT PORT ROYAL.
 JC0525'AT PORT ROYAL, FRANKLIN COUNTY, 15 RAILS NORTHEAST OF THE
 JC0525'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION SIGN, 50 YARDS
 JC0525'EAST OF THE HIGH POINT OF A 40-FOOT ROCK LEDGE ON THE SOUTHEAST
 JC0525'SIDE OF THE TRACK, 67 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 JC0525'SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE TRACK, 58
 JC0525'FEET SOUTHEAST OF POLE 35+29, WEST OF A SMALL STREAM IN A LARGE
 JC0525'RAVINE, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 JC0525'2-1/2 FEET ABOVE THE TOP OF THE RAIL.  NOTE-- AN IRON PIPE
 JC0525'PROJECTING ABOUT 15 INCHES ABOVE GROUND AND BEARING A MISSOURI
 JC0525'RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0982 ***********************************************************************
 HB0982  DESIGNATION -  351.49
 HB0982  PID         -  HB0982
 HB0982  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB0982  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB0982
 HB0982                         *CURRENT SURVEY CONTROL
 HB0982  ___________________________________________________________________
 HB0982* NAD 83(1986)-  37 17 28.     (N)    089 31 28.     (W)     SCALED    
 HB0982* NAVD 88     -       107.04   (+/-2cm)     351.2    (feet)  VERTCON   
 HB0982  ___________________________________________________________________
 HB0982  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB0982
 HB0982  VERT ORDER  -  FIRST     CLASS II (See Below)
 HB0982
 HB0982.The horizontal coordinates were scaled from a topographic map and have
 HB0982.an estimated accuracy of +/- 6 seconds.
 HB0982
 HB0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0982.The vertical order pertains to the NGVD 29 superseded value.
 HB0982
 HB0982.The geoid height was determined by GEOID03.
 HB0982
 HB0982;                    North         East    Units  Estimated Accuracy
 HB0982;SPC MO E     -   162,200.      336,500.      MT  (+/- 180 meters Scaled)
 HB0982
 HB0982                          SUPERSEDED SURVEY CONTROL
 HB0982
 HB0982  NGVD 29 (??/??/??)  106.935  (m)          350.84   (f) ADJUSTED    1 2
 HB0982
 HB0982.Superseded values are not recommended for survey control.
 HB0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0982.See file dsdata.txt to determine how the superseded data were derived.
 HB0982
 HB0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG762301(NAD 83)
 HB0982_MARKER: Q = CHISELED SQUARE
 HB0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0982_SP_SET: STEP
 HB0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0982
 HB0982  HISTORY     - Date     Condition        Report By
 HB0982  HISTORY     - UNK      MONUMENTED       USGS
 HB0982  HISTORY     - 1934     GOOD             CGS
 HB0982
 HB0982                          STATION DESCRIPTION
 HB0982
 HB0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HB0982'0.9 MI S FROM CAPE GIRARDEAU.
 HB0982'0.9 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 HB0982'STATION AT CAPE GIRARDEAU, CAPE GIRARDEAU COUNTY, 40 FEET WEST
 HB0982'OF THE MAIN TRACK, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 HB0982'OF SOUTH FOUNTAIN AND ELM STREETS, AT THE EAST ENTRANCE TO A
 HB0982'CONCRETE BUILDING FORMERLY THE B.B. ANDREWS GENERAL STORE, AT
 HB0982'THE NORTH STEPS, AND ON THE EAST END OF THE FIRST STEP FROM THE
 HB0982'BOTTOM.  A CHISELED SQUARE.  NOTE-- IT WAS REPORTED IN NOVEMBER
 HB0982'1934 THAT THE EDGES OF THE SQUARE HAVE BEEN WORN DOWN TO AN
 HB0982'IRREGULAR SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0032 ***********************************************************************
 GE0032  DESIGNATION -  356.5
 GE0032  PID         -  GE0032
 GE0032  STATE/COUNTY-  MO/STODDARD
 GE0032  USGS QUAD   -  DUDLEY (1962)
 GE0032
 GE0032                         *CURRENT SURVEY CONTROL
 GE0032  ___________________________________________________________________
 GE0032* NAD 83(1986)-  36 47 18.     (N)    090 05 37.     (W)     SCALED    
 GE0032* NAVD 88     -       108.624  (meters)     356.38   (feet)  ADJUSTED  
 GE0032  ___________________________________________________________________
 GE0032  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GE0032  DYNAMIC HT  -         108.540 (meters)     356.10  (feet)  COMP
 GE0032  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GE0032
 GE0032  VERT ORDER  -  SECOND    CLASS 0
 GE0032
 GE0032.The horizontal coordinates were scaled from a topographic map and have
 GE0032.an estimated accuracy of +/- 6 seconds.
 GE0032
 GE0032.The orthometric height was determined by differential leveling
 GE0032.and adjusted by the National Geodetic Survey in June 1991..
 GE0032
 GE0032.The geoid height was determined by GEOID03.
 GE0032
 GE0032.The dynamic height is computed by dividing the NAVD 88
 GE0032.geopotential number by the normal gravity value computed on the
 GE0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0032.degrees latitude (g = 980.6199 gals.).
 GE0032
 GE0032.The modeled gravity was interpolated from observed gravity values.
 GE0032
 GE0032;                    North         East    Units  Estimated Accuracy
 GE0032;SPC MO E     -   106,040.      286,270.      MT  (+/- 180 meters Scaled)
 GE0032
 GE0032                          SUPERSEDED SURVEY CONTROL
 GE0032
 GE0032  NGVD 29 (??/??/92)  108.645  (m)          356.45   (f) ADJ UNCH    2 0
 GE0032
 GE0032.Superseded values are not recommended for survey control.
 GE0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0032.See file dsdata.txt to determine how the superseded data were derived.
 GE0032
 GE0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA593753(NAD 83)
 GE0032_MARKER: Q = CHISELED SQUARE
 GE0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0032_SP_SET: PORCH
 GE0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0032
 GE0032  HISTORY     - Date     Condition        Report By
 GE0032  HISTORY     - UNK      MONUMENTED       USGS
 GE0032  HISTORY     - 1933     GOOD             NGS
 GE0032  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0032
 GE0032                          STATION DESCRIPTION
 GE0032
 GE0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GE0032'AT DUDLEY.
 GE0032'AT DUDLEY, STODDARD COUNTY, AND ON THE NORTHWEST CORNER OF THE
 GE0032'CONCRETE PORCH OF THE DUDLEY STORE COMPANY STORE.  A CHISELED
 GE0032'SQUARE.
 GE0032
 GE0032                          STATION RECOVERY (2002)
 GE0032
 GE0032'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0032'OLD STORE BUILDING IS NOW A CHURCH. NEW CONCRETE WORK EVIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0528 ***********************************************************************
 JC0528  DESIGNATION -  36 BOLT
 JC0528  PID         -  JC0528
 JC0528  STATE/COUNTY-  MO/FRANKLIN
 JC0528  USGS QUAD   -  LABADIE (1980)
 JC0528
 JC0528                         *CURRENT SURVEY CONTROL
 JC0528  ___________________________________________________________________
 JC0528* NAD 83(1986)-  38 36 58.     (N)    090 45 00.     (W)     SCALED    
 JC0528* NAVD 88     -       145.89   (+/-2cm)     478.6    (feet)  VERTCON   
 JC0528  ___________________________________________________________________
 JC0528  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JC0528
 JC0528  VERT ORDER  -  ? (See Below)
 JC0528
 JC0528.The horizontal coordinates were scaled from a topographic map and have
 JC0528.an estimated accuracy of +/- 6 seconds.
 JC0528
 JC0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0528.The vertical order pertains to the NGVD 29 superseded value.
 JC0528
 JC0528.The geoid height was determined by GEOID03.
 JC0528
 JC0528;                    North         East    Units  Estimated Accuracy
 JC0528;SPC MO E     -   308,850.      228,230.      MT  (+/- 180 meters Scaled)
 JC0528
 JC0528                          SUPERSEDED SURVEY CONTROL
 JC0528
 JC0528  NGVD 29 (??/??/92)  145.952  (m)          478.84   (f) ADJ UNCH    ?  
 JC0528
 JC0528.Superseded values are not recommended for survey control.
 JC0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0528.See file dsdata.txt to determine how the superseded data were derived.
 JC0528
 JC0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC958765(NAD 83)
 JC0528_MARKER: B = BOLT
 JC0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0528_SP_SET: STONE
 JC0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0528+STABILITY: SURFACE MOTION
 JC0528
 JC0528  HISTORY     - Date     Condition        Report By
 JC0528  HISTORY     - UNK      MONUMENTED       MORC
 JC0528  HISTORY     - 1934     MARK NOT FOUND   NGS
 JC0528
 JC0528                          STATION DESCRIPTION
 JC0528
 JC0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0528'1.2 MI SW FROM PORT ROYAL.
 JC0528'ABOUT 1-1/4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 JC0528'PACIFIC RAILWAY FROM PORT ROYAL, FRANKLIN COUNTY, ABOUT 557 FEET
 JC0528'SOUTHWEST OF MILEPOST 37, 10 FEET ABOVE THE WEST END OF BRIDGE
 JC0528'109, AND 45 FEET TOWARD THE BLUFF FROM THE CENTERLINE OF THE
 JC0528'TRACK.  A COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES
 JC0528'SQUARE AND SET ABOUT 4 FEET UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0529 ***********************************************************************
 JC0529  DESIGNATION -  36 CAP
 JC0529  PID         -  JC0529
 JC0529  STATE/COUNTY-  MO/FRANKLIN
 JC0529  USGS QUAD   -  LABADIE (1980)
 JC0529
 JC0529                         *CURRENT SURVEY CONTROL
 JC0529  ___________________________________________________________________
 JC0529* NAD 83(1986)-  38 36 57.     (N)    090 45 00.     (W)     SCALED    
 JC0529* NAVD 88     -       147.12   (+/-2cm)     482.7    (feet)  VERTCON   
 JC0529  ___________________________________________________________________
 JC0529  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JC0529
 JC0529  VERT ORDER  -  ? (See Below)
 JC0529
 JC0529.The horizontal coordinates were scaled from a topographic map and have
 JC0529.an estimated accuracy of +/- 6 seconds.
 JC0529
 JC0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0529.The vertical order pertains to the NGVD 29 superseded value.
 JC0529
 JC0529.The geoid height was determined by GEOID03.
 JC0529
 JC0529;                    North         East    Units  Estimated Accuracy
 JC0529;SPC MO E     -   308,820.      228,230.      MT  (+/- 180 meters Scaled)
 JC0529
 JC0529                          SUPERSEDED SURVEY CONTROL
 JC0529
 JC0529  NGVD 29 (??/??/92)  147.190  (m)          482.91   (f) ADJ UNCH    ?  
 JC0529
 JC0529.Superseded values are not recommended for survey control.
 JC0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0529.See file dsdata.txt to determine how the superseded data were derived.
 JC0529
 JC0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC958765(NAD 83)
 JC0529_MARKER: P = PIPE CAP
 JC0529_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0529_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0529
 JC0529  HISTORY     - Date     Condition        Report By
 JC0529  HISTORY     - UNK      MONUMENTED       MORC
 JC0529  HISTORY     - 1934     GOOD             NGS
 JC0529
 JC0529                          STATION DESCRIPTION
 JC0529
 JC0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0529'1.2 MI SW FROM PORT ROYAL.
 JC0529'ABOUT 1-1/4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 JC0529'PACIFIC RAILWAY FROM PORT ROYAL, FRANKLIN COUNTY, ABOUT 557 FEET
 JC0529'SOUTHWEST OF MILEPOST 37, 10 FEET ABOVE THE WEST END OF BRIDGE
 JC0529'109, AND 45 FEET TOWARD THE BLUFF FROM THE CENTERLINE OF THE
 JC0529'TRACK.  NOTE-- AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 JC0529'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3698 ***********************************************************************
 DH3698  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3698  DESIGNATION -  3600E01
 DH3698  PID         -  DH3698
 DH3698  STATE/COUNTY-  MO/PEMISCOT
 DH3698  USGS QUAD   -  BLYTHEVILLE (1972)
 DH3698
 DH3698                         *CURRENT SURVEY CONTROL
 DH3698  ___________________________________________________________________
 DH3698* NAD 83(1997)-  35 59 58.12452(N)    089 54 53.92563(W)     ADJUSTED  
 DH3698* NAVD 88     -        76.98   (meters)     252.6    (feet)  GPS OBS   
 DH3698  ___________________________________________________________________
 DH3698  X           -       7,665.882 (meters)                     COMP
 DH3698  Y           -  -5,166,066.499 (meters)                     COMP
 DH3698  Z           -   3,728,173.558 (meters)                     COMP
 DH3698  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DH3698  ELLIP HEIGHT-          48.74  (meters)          (05/31/05) GPS OBS
 DH3698  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DH3698
 DH3698  HORZ ORDER  -  FIRST
 DH3698  ELLP ORDER  -  FOURTH    CLASS II
 DH3698
 DH3698.The horizontal coordinates were established by GPS observations
 DH3698.and adjusted by the National Geodetic Survey in May 2005..
 DH3698
 DH3698.The orthometric height was determined by GPS observations and a
 DH3698.high-resolution geoid model using precise GPS observation and
 DH3698.processing techniques.
 DH3698
 DH3698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3698
 DH3698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3698
 DH3698.The ellipsoidal height was determined by GPS observations
 DH3698.and is referenced to NAD 83.
 DH3698
 DH3698.The geoid height was determined by GEOID03.
 DH3698
 DH3698;                    North         East     Units Scale Factor Converg.
 DH3698;SPC MO E     -    18,592.152   302,744.736   MT  0.99996760   +0 20 37.9
 DH3698;UTM  16      - 3,987,821.362   237,242.790   MT  1.00045081   -1 42 51.6
 DH3698
 DH3698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3698!SPC MO E     -   0.99999235  x   0.99996760  =   0.99995995
 DH3698!UTM  16      -   0.99999235  x   1.00045081  =   1.00044316
 DH3698
 DH3698                          SUPERSEDED SURVEY CONTROL
 DH3698
 DH3698.No superseded survey control is available for this station.
 DH3698
 DH3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3724387821(NAD 83)
 DH3698_MARKER: DD = SURVEY DISK
 DH3698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3698_STAMPING: 3600E01 2003
 DH3698_MARK LOGO: USACE 
 DH3698_PROJECTION: RECESSED 7 CENTIMETERS
 DH3698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3698+STABILITY: SURFACE MOTION
 DH3698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3698+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 DH3698
 DH3698  HISTORY     - Date     Condition        Report By
 DH3698  HISTORY     - 20030506 MONUMENTED       USACE
 DH3698  HISTORY     - 20030716 GOOD             EMCINC
 DH3698
 DH3698                          STATION DESCRIPTION
 DH3698
 DH3698'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3698'TO REACH MARK FROM THE CENTERLINE OF THE HIGHWAY 0 OVERPASS OVER
 DH3698'INTERSTATE 55 (EXIT  1), APPROXIMATELY 1.0 MILES NORTH OF THE
 DH3698'ARKANSAS, MISSOURI STATE LINE, PROCEED  NORTHWEST ALONG HIGHWAY 0 FOR
 DH3698'0.3 MILES TO Y-INTERSECTION WITH U.S. HIGHWAY 61. TURN  LEFT AND
 DH3698'PROCEED SOUTHWEST ALONG U.S. HIGHWAY 61 FOR 1.7 MILES TO ITS
 DH3698'INTERSECTION WITH  MISSISSIPPI COUNTY ROAD E2 AT THE STATE LINE ON THE
 DH3698'RIGHT. BEAR RIGHT AND PROCEED WEST  ALONG MISSISSIPPI COUNTY ROAD E2
 DH3698'FOR 0.9 MILES TO A NATURAL GAS PIPELINE BOOSTER STATION  AND THE MARK
 DH3698'ON THE RIGHT. MARK IS LOCATED 29.4 FEET NORTH OF THE CENTERLINE OF
 DH3698'COUNTY  ROAD E2, 179.0 WEST OF THE CENTERLINE OF PEMISCOT COUNTY ROAD
 DH3698'489, 17.0 FEET NORTHEAST  OF THE EAST END OF A 16-INCH GALVANIZED
 DH3698'CULVERT LEADING TO GAS BOOSTER STATION, 11.3 FEET  SOUTHEAST OF THE
 DH3698'SOUTHEAST CORNER POST OF A CHAIN LINK FENCE AND 12.4 FEET SOUTHEAST
 DH3698'OF A CARSONITE WITNESS POST. A MEMPHIS CORPS OF ENGINEERS ALUMINUM
 DH3698'MAGNETIZED DISK  ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN ACCESS
 DH3698'COVER. DISK AND ACCESS COVER  STAMPED 3600E01 2003. DISK IS RECESSED 7
 DH3698'CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3699 ***********************************************************************
 DH3699  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3699  DESIGNATION -  3600E02
 DH3699  PID         -  DH3699
 DH3699  STATE/COUNTY-  MO/PEMISCOT
 DH3699  USGS QUAD   -  STEELE (1976)
 DH3699
 DH3699                         *CURRENT SURVEY CONTROL
 DH3699  ___________________________________________________________________
 DH3699* NAD 83(1997)-  36 00 00.84824(N)    089 49 52.22461(W)     ADJUSTED  
 DH3699* NAVD 88     -        77.54   (meters)     254.4    (feet)  GPS OBS   
 DH3699  ___________________________________________________________________
 DH3699  X           -      15,222.070 (meters)                     COMP
 DH3699  Y           -  -5,166,000.892 (meters)                     COMP
 DH3699  Z           -   3,728,241.823 (meters)                     COMP
 DH3699  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DH3699  ELLIP HEIGHT-          49.33  (meters)          (05/31/05) GPS OBS
 DH3699  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DH3699
 DH3699  HORZ ORDER  -  FIRST
 DH3699  ELLP ORDER  -  FOURTH    CLASS II
 DH3699
 DH3699.The horizontal coordinates were established by GPS observations
 DH3699.and adjusted by the National Geodetic Survey in May 2005..
 DH3699
 DH3699.The orthometric height was determined by GPS observations and a
 DH3699.high-resolution geoid model using precise GPS observation and
 DH3699.processing techniques.
 DH3699
 DH3699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3699
 DH3699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3699
 DH3699.The ellipsoidal height was determined by GPS observations
 DH3699.and is referenced to NAD 83.
 DH3699
 DH3699.The geoid height was determined by GEOID03.
 DH3699
 DH3699;                    North         East     Units Scale Factor Converg.
 DH3699;SPC MO E     -    18,724.696   310,300.091   MT  0.99997812   +0 23 35.3
 DH3699;UTM  16      - 3,987,682.411   244,801.459   MT  1.00040255   -1 39 54.1
 DH3699
 DH3699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3699!SPC MO E     -   0.99999226  x   0.99997812  =   0.99997038
 DH3699!UTM  16      -   0.99999226  x   1.00040255  =   1.00039480
 DH3699
 DH3699                          SUPERSEDED SURVEY CONTROL
 DH3699
 DH3699.No superseded survey control is available for this station.
 DH3699
 DH3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4480187682(NAD 83)
 DH3699_MARKER: DD = SURVEY DISK
 DH3699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3699_STAMPING: 3600E02 2003
 DH3699_MARK LOGO: USACE 
 DH3699_PROJECTION: RECESSED 15 CENTIMETERS
 DH3699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3699+STABILITY: SURFACE MOTION
 DH3699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3699+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 DH3699
 DH3699  HISTORY     - Date     Condition        Report By
 DH3699  HISTORY     - 20030506 MONUMENTED       USACE
 DH3699  HISTORY     - 20030716 GOOD             EMCINC
 DH3699
 DH3699                          STATION DESCRIPTION
 DH3699
 DH3699'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3699'TO REACH THE MARK FROM THE CENTERLINE OF HIGHWAY 0 OVERPASS OVER
 DH3699'INTERSTATE 55 (EXIT  1), APPROXIMATELY 1.0 MILES NORTH OF THE
 DH3699'ARKANSAS, MISSOURI STATE LINE, PROCEED EAST  ALONG HIGHWAY 0 FOR 1.85
 DH3699'MILES TO ITS INTERSECTION WITH PEMISCOT COUNTY ROAD 559. TURN  RIGHT
 DH3699'AND PROCEED SOUTH ALONG COUNTY ROAD 559 FOR 1.1 MILES TO ITS
 DH3699'T-INTERSECTION WITH  PEMISCOT COUNTY ROAD 580. TURN LEFT AND PROCEED
 DH3699'EAST ALONG COUNTY ROAD 580 FOR 0.6  MILES TO A TELEPHONE JUNCTION BOX
 DH3699'NO. 6324 LP11 AND THE MARK ON THE LEFT. MARK IS LOCATED  20.4 FEET
 DH3699'NORTH OF COUNTY ROAD 580, 3.0 FEET SOUTH OF TELEPHONE JUNCTION BOX AND
 DH3699'1.0 FEET  WEST OF A CARSONITE WITNESS POST. A MEMPHIS CORPS OF
 DH3699'ENGINEERS ALUMINUM MAGNETIZED  DISK ATTACHED TO A 7-FOOT ALUMINUM ROD
 DH3699'UNDER AN ACCESS COVER. DISK AND ACCESS COVER  STAMPED 3600E02 2003.
 DH3699'DISK IS RECESSED 15 CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3702 ***********************************************************************
 DH3702  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3702  DESIGNATION -  3630E01
 DH3702  PID         -  DH3702
 DH3702  STATE/COUNTY-  MO/NEW MADRID
 DH3702  USGS QUAD   -  MALDEN (1978)
 DH3702
 DH3702                         *CURRENT SURVEY CONTROL
 DH3702  ___________________________________________________________________
 DH3702* NAD 83(1997)-  36 30 00.08262(N)    089 54 52.32190(W)     ADJUSTED  
 DH3702* NAVD 88     -        82.44   (meters)     270.5    (feet)  GPS OBS   
 DH3702  ___________________________________________________________________
 DH3702  X           -       7,657.065 (meters)                     COMP
 DH3702  Y           -  -5,133,227.964 (meters)                     COMP
 DH3702  Z           -   3,772,968.596 (meters)                     COMP
 DH3702  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 DH3702  ELLIP HEIGHT-          53.80  (meters)          (05/31/05) GPS OBS
 DH3702  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DH3702
 DH3702  HORZ ORDER  -  FIRST
 DH3702  ELLP ORDER  -  FOURTH    CLASS II
 DH3702
 DH3702.The horizontal coordinates were established by GPS observations
 DH3702.and adjusted by the National Geodetic Survey in May 2005..
 DH3702
 DH3702.The orthometric height was determined by GPS observations and a
 DH3702.high-resolution geoid model using precise GPS observation and
 DH3702.processing techniques.
 DH3702
 DH3702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3702
 DH3702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3702
 DH3702.The ellipsoidal height was determined by GPS observations
 DH3702.and is referenced to NAD 83.
 DH3702
 DH3702.The geoid height was determined by GEOID03.
 DH3702
 DH3702;                    North         East     Units Scale Factor Converg.
 DH3702;SPC MO E     -    74,131.745   302,449.313   MT  0.99996721   +0 20 53.7
 DH3702;UTM  16      - 4,043,361.894   238,955.028   MT  1.00043966   -1 44 04.6
 DH3702
 DH3702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3702!SPC MO E     -   0.99999156  x   0.99996721  =   0.99995877
 DH3702!UTM  16      -   0.99999156  x   1.00043966  =   1.00043121
 DH3702
 DH3702                          SUPERSEDED SURVEY CONTROL
 DH3702
 DH3702.No superseded survey control is available for this station.
 DH3702
 DH3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3895543362(NAD 83)
 DH3702_MARKER: DD = SURVEY DISK
 DH3702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3702_STAMPING: 3630E01 2003
 DH3702_MARK LOGO: USACE 
 DH3702_PROJECTION: RECESSED 12 CENTIMETERS
 DH3702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3702+STABILITY: SURFACE MOTION
 DH3702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3702+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DH3702
 DH3702  HISTORY     - Date     Condition        Report By
 DH3702  HISTORY     - 20030507 MONUMENTED       USACE
 DH3702  HISTORY     - 20030715 GOOD             EMCINC
 DH3702
 DH3702                          STATION DESCRIPTION
 DH3702
 DH3702'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3702'TO REACH THE MARK FROM THE INTERSECTION OF NORTH MAIN STREET AND FIRST
 DH3702'STREET AT THE  CITY HALL BUILDING IN GIDEON, MISSOURI, PROCEED NORTH
 DH3702'ALONG NORTH MAIN STREET FOR 0.4  MILES TO THE T-INTERSECTION OF
 DH3702'MISSOURI STATE HIGHWAY 153 TO THE RIGHT AND MISSOURI  STATE HIGHWAY
 DH3702'162 TO THE LEFT. TURN RIGHT AND PROCEED EAST THEN NORTH ALONG STATE
 DH3702'HIGHWAY 153 FOR 2.6 MILES TO THE JUNCTION OF STATE HIGHWAY 153 AND
 DH3702'HIGHWAY J. PROCEED  NORTH ALONG HIGHWAY J FOR 0.3 MILES TO A GRAVEL
 DH3702'FIELD ENTRANCE AND THE MARK ON THE  RIGHT. MARK IS LOCATED 41.5 FEET
 DH3702'EAST OF THE CENTERLINE OF HIGHWAY J, 10.0 FEET SOUTH OF  THE
 DH3702'CENTERLINE OF FIELD ENTRANCE, 30.5 FEET SOUTHEAST OF NORTH END OF 30
 DH3702'INCH GALVANIZED  CULVERT UNDER FIELD ENTRANCE, 18.0 FEET EAST OF SOUTH
 DH3702'END OF GALVANIZED CULVER UNDER  FIELD ENTRANCE AND 1.0 FEET WEST OF A
 DH3702'CARSONITE WITNESS POST. A MEMPHIS CORPS OF  ENGINEERS ALUMINUM
 DH3702'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN  ACCESS
 DH3702'COVER. DISK AND ACCESS COVER STAMPED 3630E01 2003. DISK IS RECESSED 12
 DH3702'CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3703 ***********************************************************************
 DH3703  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3703  DESIGNATION -  3630E02
 DH3703  PID         -  DH3703
 DH3703  STATE/COUNTY-  MO/NEW MADRID
 DH3703  USGS QUAD   -  BOEKERTON (1978)
 DH3703
 DH3703                         *CURRENT SURVEY CONTROL
 DH3703  ___________________________________________________________________
 DH3703* NAD 83(1997)-  36 29 44.78932(N)    089 49 58.29699(W)     ADJUSTED  
 DH3703* NAVD 88     -        82.50   (meters)     270.7    (feet)  GPS OBS   
 DH3703  ___________________________________________________________________
 DH3703  X           -      14,975.151 (meters)                     COMP
 DH3703  Y           -  -5,133,492.282 (meters)                     COMP
 DH3703  Z           -   3,772,589.680 (meters)                     COMP
 DH3703  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DH3703  ELLIP HEIGHT-          53.87  (meters)          (05/31/05) GPS OBS
 DH3703  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DH3703
 DH3703  HORZ ORDER  -  FIRST
 DH3703  ELLP ORDER  -  FOURTH    CLASS II
 DH3703
 DH3703.The horizontal coordinates were established by GPS observations
 DH3703.and adjusted by the National Geodetic Survey in May 2005..
 DH3703
 DH3703.The orthometric height was determined by GPS observations and a
 DH3703.high-resolution geoid model using precise GPS observation and
 DH3703.processing techniques.
 DH3703
 DH3703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3703
 DH3703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3703
 DH3703.The ellipsoidal height was determined by GPS observations
 DH3703.and is referenced to NAD 83.
 DH3703
 DH3703.The geoid height was determined by GEOID03.
 DH3703
 DH3703;                    North         East     Units Scale Factor Converg.
 DH3703;SPC MO E     -    73,707.935   309,769.443   MT  0.99997733   +0 23 48.5
 DH3703;UTM  16      - 4,042,672.026   246,258.164   MT  1.00039333   -1 41 08.8
 DH3703
 DH3703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3703!SPC MO E     -   0.99999155  x   0.99997733  =   0.99996888
 DH3703!UTM  16      -   0.99999155  x   1.00039333  =   1.00038487
 DH3703
 DH3703                          SUPERSEDED SURVEY CONTROL
 DH3703
 DH3703.No superseded survey control is available for this station.
 DH3703
 DH3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF4625842672(NAD 83)
 DH3703_MARKER: DD = SURVEY DISK
 DH3703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3703_STAMPING: 3630E02 2003
 DH3703_MARK LOGO: USACE 
 DH3703_PROJECTION: RECESSED 18 CENTIMETERS
 DH3703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3703+STABILITY: SURFACE MOTION
 DH3703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3703+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DH3703
 DH3703  HISTORY     - Date     Condition        Report By
 DH3703  HISTORY     - 20030507 MONUMENTED       USACE
 DH3703  HISTORY     - 20030715 GOOD             EMCINC
 DH3703
 DH3703                          STATION DESCRIPTION
 DH3703
 DH3703'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3703'TO REACH THE MARK FROM THE INTERSECTION OF NORTH MAIN STREET AND FIRST
 DH3703'STREET AT THE  CITY HALL BUILDING IN GIDEON, MISSOURI, PROCEED NORTH
 DH3703'ALONG NORTH MAIN STREET FOR 0.4  MILES TO THE T INTERSECTION OF
 DH3703'MISSOURI STATE HIGHWAY 153 TO THE RIGHT AND MISSOURI  STATE HIGHWAY
 DH3703'162 TO THE LEFT. TURN RIGHT AND PROCEED EAST THEN NORTH ALONG STATE
 DH3703'HIGHWAY 153 FOR 2.6 MILES TO THE JUNCTION OF STATE HIGHWAY 153 AND
 DH3703'HIGHWAY J. TURN RIGHT  AND PROCEED EAST ALONG STATE HIGHWAY 153 FOR
 DH3703'4.6 MILES TO A GRAVELED FIELD ENTRANCE  AND THE MARK ON THE LEFT. MARK
 DH3703'IS LOCATED 28.6 FEET NORTH OF THE CENTERLINE OF HIGHWAY  153, 12.0
 DH3703'FEET EAST OF THE CENTERLINE OF GRAVEL FIELD ENTRY 84.0 FEET NORTH,
 DH3703'NORTHWEST OF  A POWER POLE, 5.3 FEET NORTHWEST OF EAST END OF A
 DH3703'24-INCH GALVANIZED CULVERT UNDER  FIELD ENTRY AND 1.0 FEET SOUTH OF A
 DH3703'CARSONITE WITNESS POST. A MEMPHIS CORPS OF  ENGINEERS ALUMINUM
 DH3703'MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD UNDER AN  ACCESS
 DH3703'COVER. DISK AND ACCESS COVER STAMPED 3630E02 2003. DISK IS RECESSED 18
 DH3703'CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3704 ***********************************************************************
 DH3704  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3704  DESIGNATION -  3630E03
 DH3704  PID         -  DH3704
 DH3704  STATE/COUNTY-  MO/NEW MADRID
 DH3704  USGS QUAD   -  PARMA (1978)
 DH3704
 DH3704                         *CURRENT SURVEY CONTROL
 DH3704  ___________________________________________________________________
 DH3704* NAD 83(1997)-  36 30 11.91871(N)    089 45 18.03406(W)     ADJUSTED  
 DH3704* NAVD 88     -        83.18   (meters)     272.9    (feet)  GPS OBS   
 DH3704  ___________________________________________________________________
 DH3704  X           -      21,948.158 (meters)                     COMP
 DH3704  Y           -  -5,132,970.319 (meters)                     COMP
 DH3704  Z           -   3,773,262.313 (meters)                     COMP
 DH3704  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DH3704  ELLIP HEIGHT-          54.54  (meters)          (05/31/05) GPS OBS
 DH3704  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DH3704
 DH3704  HORZ ORDER  -  FIRST
 DH3704  ELLP ORDER  -  FOURTH    CLASS II
 DH3704
 DH3704.The horizontal coordinates were established by GPS observations
 DH3704.and adjusted by the National Geodetic Survey in May 2005..
 DH3704
 DH3704.The orthometric height was determined by GPS observations and a
 DH3704.high-resolution geoid model using precise GPS observation and
 DH3704.processing techniques.
 DH3704
 DH3704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3704
 DH3704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3704
 DH3704.The ellipsoidal height was determined by GPS observations
 DH3704.and is referenced to NAD 83.
 DH3704
 DH3704.The geoid height was determined by GEOID03.
 DH3704
 DH3704;                    North         East     Units Scale Factor Converg.
 DH3704;SPC MO E     -    74,595.274   316,737.786   MT  0.99998819   +0 26 35.5
 DH3704;UTM  16      - 4,043,305.778   253,256.873   MT  1.00035016   -1 38 22.9
 DH3704
 DH3704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3704!SPC MO E     -   0.99999144  x   0.99998819  =   0.99997963
 DH3704!UTM  16      -   0.99999144  x   1.00035016  =   1.00034160
 DH3704
 DH3704                          SUPERSEDED SURVEY CONTROL
 DH3704
 DH3704.No superseded survey control is available for this station.
 DH3704
 DH3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5325743306(NAD 83)
 DH3704_MARKER: DD = SURVEY DISK
 DH3704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3704_STAMPING: 3630E03 2003
 DH3704_MARK LOGO: USACE 
 DH3704_PROJECTION: RECESSED 12 CENTIMETERS
 DH3704_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3704+STABILITY: SURFACE MOTION
 DH3704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3704+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DH3704
 DH3704  HISTORY     - Date     Condition        Report By
 DH3704  HISTORY     - 20030507 MONUMENTED       USACE
 DH3704  HISTORY     - 20030715 GOOD             EMCINC
 DH3704
 DH3704                          STATION DESCRIPTION
 DH3704
 DH3704'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3704'TO REACH THE MARK FROM THE CENTERLINE OF THE HIGHWAY EE OVERPASS OVER
 DH3704'INTERSTATE 55  AT MARSTON, MISSOURI (EXIT 40), PROCEED WEST ALONG
 DH3704'HIGHWAY EE FOR 8.9 MILES TO ITS  JUNCTION WITH A GRAVEL ROAD TO THE
 DH3704'LEFT. TURN LEFT AND PROCEED SOUTH ALONG GRAVEL  ROAD FOR 0.5 MILES TO
 DH3704'ITS JUNCTION WITH A GRAVEL ROAD TO THE LEFT AND THE MARK ON THE
 DH3704'RIGHT. MARK IS LOCATED IN LINE WITH THE EXTENDED CENTERLINE OF
 DH3704'EAST-WEST GRAVEL ROAD,  12.5 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 DH3704'GRAVEL ROAD, 81.0 FEET EAST OF A TWIN 8-INCH  CYPRESS TREE, 21.0 FEET
 DH3704'NORTH OF THE WEST END OF A 24-INCH IRON CULVERT UNDER NORTH  SOUTH
 DH3704'GRAVEL ROAD AND 1.2 FEET EAST OF A CARSONITE WITNESS POST. A MEMPHIS
 DH3704'CORPS OF  ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED TO A 7-FOOT
 DH3704'ALUMINUM ROD UNDER AN  ACCESS COVER. DISK AND ACCESS COVER STAMPED
 DH3704'3630E03 2003. DISK IS RECESSED 12  CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3705 ***********************************************************************
 DH3705  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3705  DESIGNATION -  3630E04
 DH3705  PID         -  DH3705
 DH3705  STATE/COUNTY-  MO/NEW MADRID
 DH3705  USGS QUAD   -  PORTAGEVILLE (1971)
 DH3705
 DH3705                         *CURRENT SURVEY CONTROL
 DH3705  ___________________________________________________________________
 DH3705* NAD 83(1997)-  36 29 51.01533(N)    089 39 58.21708(W)     ADJUSTED  
 DH3705* NAVD 88     -        85.88   (meters)     281.8    (feet)  GPS OBS   
 DH3705  ___________________________________________________________________
 DH3705  X           -      29,909.129 (meters)                     COMP
 DH3705  Y           -  -5,133,315.579 (meters)                     COMP
 DH3705  Z           -   3,772,745.981 (meters)                     COMP
 DH3705  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DH3705  ELLIP HEIGHT-          57.27  (meters)          (05/31/05) GPS OBS
 DH3705  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DH3705
 DH3705  HORZ ORDER  -  FIRST
 DH3705  ELLP ORDER  -  FOURTH    CLASS II
 DH3705
 DH3705.The horizontal coordinates were established by GPS observations
 DH3705.and adjusted by the National Geodetic Survey in May 2005..
 DH3705
 DH3705.The orthometric height was determined by GPS observations and a
 DH3705.high-resolution geoid model using precise GPS observation and
 DH3705.processing techniques.
 DH3705
 DH3705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3705
 DH3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3705
 DH3705.The ellipsoidal height was determined by GPS observations
 DH3705.and is referenced to NAD 83.
 DH3705
 DH3705.The geoid height was determined by GEOID03.
 DH3705
 DH3705;                    North         East     Units Scale Factor Converg.
 DH3705;SPC MO E     -    74,016.192   324,701.816   MT  1.00000206   +0 29 45.5
 DH3705;UTM  16      - 4,042,437.361   261,197.226   MT  1.00030265   -1 35 11.6
 DH3705
 DH3705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3705!SPC MO E     -   0.99999101  x   1.00000206  =   0.99999307
 DH3705!UTM  16      -   0.99999101  x   1.00030265  =   1.00029366
 DH3705
 DH3705                          SUPERSEDED SURVEY CONTROL
 DH3705
 DH3705.No superseded survey control is available for this station.
 DH3705
 DH3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6119742437(NAD 83)
 DH3705_MARKER: DD = SURVEY DISK
 DH3705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3705_STAMPING: 3630E04 2003
 DH3705_MARK LOGO: USACE 
 DH3705_PROJECTION: RECESSED 18 CENTIMETERS
 DH3705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3705+STABILITY: SURFACE MOTION
 DH3705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3705+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DH3705
 DH3705  HISTORY     - Date     Condition        Report By
 DH3705  HISTORY     - 20030507 MONUMENTED       USACE
 DH3705  HISTORY     - 20030715 GOOD             EMCINC
 DH3705
 DH3705                          STATION DESCRIPTION
 DH3705
 DH3705'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3705'TO REACH THE MARK FROM THE CENTERLINE OF THE HIGHWAY EE OVERPASS OVER
 DH3705'INTERSTATE 55  AT MARSTON, MISSOURI (EXIT 40), PROCEED WEST ALONG
 DH3705'HIGHWAY EE FOR 0.7 MILES TO ITS  INTERSECTION WITH U.S. HIGHWAY 61.
 DH3705'TURN LEFT AND PROCEED SOUTH ALONG U.S. HIGHWAY 61  FOR 1.8 MILES TO
 DH3705'ITS JUNCTION WITH NEW MADRID COUNTY ROAD 312 ON THE RIGHT. TURN RIGHT
 DH3705'AND PROCEED WEST ALONG COUNTY ROAD 312 FOR 2.3 MILES TO THE FIRST
 DH3705'POWER POLE WEST OF A  FARM HEADQUARTERS WITH A TALL ANTENNA MAST AND
 DH3705'THE MARK ON THE RIGHT. MARK IS  LOCATED 31.0 FEET NORTH OF THE
 DH3705'CENTERLINE OF COUNTY ROAD 312, 1.5 FEET SOUTH OF A POWER  POLE AND
 DH3705'CARSONITE WITNESS POST AND 136.3 FEET EAST OF THE CENTERLINE OF A
 DH3705'NORTH SOUTH  FIELD DITCH. A MEMPHIS CORPS OF ENGINEERS ALUMINUM
 DH3705'MAGNETIZED DISK ATTACHED TO A 7-FOOT  ALUMINUM ROD UNDER AN ACCESS
 DH3705'COVER. DISK AND ACCESS COVER STAMPED 3630E04 2003. DISK IS  RECESSED
 DH3705'18 CENTIMETERS UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3706 ***********************************************************************
 DH3706  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3706  DESIGNATION -  3630E05
 DH3706  PID         -  DH3706
 DH3706  STATE/COUNTY-  MO/NEW MADRID
 DH3706  USGS QUAD   -  POINT PLEASANT (1982)
 DH3706
 DH3706                         *CURRENT SURVEY CONTROL
 DH3706  ___________________________________________________________________
 DH3706* NAD 83(1997)-  36 29 49.59423(N)    089 34 54.03779(W)     ADJUSTED  
 DH3706* NAVD 88     -        89.08   (meters)     292.3    (feet)  GPS OBS   
 DH3706  ___________________________________________________________________
 DH3706  X           -      37,479.418 (meters)                     COMP
 DH3706  Y           -  -5,133,294.565 (meters)                     COMP
 DH3706  Z           -   3,772,712.706 (meters)                     COMP
 DH3706  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DH3706  ELLIP HEIGHT-          60.53  (meters)          (05/31/05) GPS OBS
 DH3706  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DH3706
 DH3706  HORZ ORDER  -  FIRST
 DH3706  ELLP ORDER  -  FOURTH    CLASS II
 DH3706
 DH3706.The horizontal coordinates were established by GPS observations
 DH3706.and adjusted by the National Geodetic Survey in May 2005..
 DH3706
 DH3706.The orthometric height was determined by GPS observations and a
 DH3706.high-resolution geoid model using precise GPS observation and
 DH3706.processing techniques.
 DH3706
 DH3706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3706
 DH3706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3706
 DH3706.The ellipsoidal height was determined by GPS observations
 DH3706.and is referenced to NAD 83.
 DH3706
 DH3706.The geoid height was determined by GEOID03.
 DH3706
 DH3706;                    North         East     Units Scale Factor Converg.
 DH3706;SPC MO E     -    74,041.239   332,272.166   MT  1.00001670   +0 32 46.4
 DH3706;UTM  16      - 4,042,187.230   268,765.540   MT  1.00025882   -1 32 10.4
 DH3706
 DH3706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3706!SPC MO E     -   0.99999050  x   1.00001670  =   1.00000720
 DH3706!UTM  16      -   0.99999050  x   1.00025882  =   1.00024932
 DH3706
 DH3706                          SUPERSEDED SURVEY CONTROL
 DH3706
 DH3706.No superseded survey control is available for this station.
 DH3706
 DH3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6876642187(NAD 83)
 DH3706_MARKER: DD = SURVEY DISK
 DH3706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3706_STAMPING: 3630E05 2003
 DH3706_MARK LOGO: USACE 
 DH3706_PROJECTION: RECESSED 5 CENTIMETERS
 DH3706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3706+STABILITY: SURFACE MOTION
 DH3706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3706+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 DH3706
 DH3706  HISTORY     - Date     Condition        Report By
 DH3706  HISTORY     - 20030507 MONUMENTED       USACE
 DH3706  HISTORY     - 20030715 GOOD             EMCINC
 DH3706
 DH3706                          STATION DESCRIPTION
 DH3706
 DH3706'DESCRIBED BY EMC INCORPORATED 2003 (MG)
 DH3706'TO REACH THE MARK FROM THE CENTERLINE OF THE HIGHWAY EE OVERPASS OVER
 DH3706'INTERSTATE 55  AT MARSTON, MISSOURI (EXIT 40), PROCEED EAST ALONG
 DH3706'HIGHWAY EE FOR 0.5 MILES TO ITS  INTERSECTION WITH NEW MADRID COUNTY
 DH3706'ROAD 403. TURN RIGHT AND PROCEED SOUTH ALONG  COUNTY ROAD 403 FOR 1.5
 DH3706'MILES TO ITS JUNCTION WITH NEW MADRID COUNTY ROAD 408 ON THE  LEFT.
 DH3706'TURN LEFT AND PROCEED EAST ALONG COUNTY ROAD 408 FOR 0.5 MILES TO A
 DH3706'FIELD ENTRANCE  AND THE MARK ON THE LEFT. MARK IS LOCATED 13.8 FEET
 DH3706'NORTH OF THE CENTERLINE OF COUNTY  ROAD 408, 13.3 FEET EAST OF THE
 DH3706'CENTERLINE OF FIELD ENTRY, 134.3 FEET NORTHWEST OF A  POWER POLE AND
 DH3706'1.0 FEET SOUTH OF A CARSONITE WITNESS POST. A MEMPHIS CORPS OF
 DH3706'ENGINEERS ALUMINUM MAGNETIZED DISK ATTACHED TO A 7-FOOT ALUMINUM ROD
 DH3706'UNDER AN  ACCESS COVER. DISK AND ACCESS COVER STAMPED 3630E05 2003.
 DH3706'DISK IS RECESSED 5 CENTIMETERS  UNDER ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0530 ***********************************************************************
 JC0530  DESIGNATION -  37
 JC0530  PID         -  JC0530
 JC0530  STATE/COUNTY-  MO/FRANKLIN
 JC0530  USGS QUAD   -  LABADIE (1980)
 JC0530
 JC0530                         *CURRENT SURVEY CONTROL
 JC0530  ___________________________________________________________________
 JC0530* NAD 83(1986)-  38 36 28.     (N)    090 45 15.     (W)     SCALED    
 JC0530* NAVD 88     -       153.91   (+/-2cm)     505.0    (feet)  VERTCON   
 JC0530  ___________________________________________________________________
 JC0530  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JC0530
 JC0530  VERT ORDER  -  ? (See Below)
 JC0530
 JC0530.The horizontal coordinates were scaled from a topographic map and have
 JC0530.an estimated accuracy of +/- 6 seconds.
 JC0530
 JC0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0530.The vertical order pertains to the NGVD 29 superseded value.
 JC0530
 JC0530.The geoid height was determined by GEOID03.
 JC0530
 JC0530;                    North         East    Units  Estimated Accuracy
 JC0530;SPC MO E     -   307,920.      227,860.      MT  (+/- 180 meters Scaled)
 JC0530
 JC0530                          SUPERSEDED SURVEY CONTROL
 JC0530
 JC0530  NGVD 29 (??/??/92)  153.974  (m)          505.16   (f) ADJ UNCH    ?  
 JC0530
 JC0530.Superseded values are not recommended for survey control.
 JC0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0530.See file dsdata.txt to determine how the superseded data were derived.
 JC0530
 JC0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC955756(NAD 83)
 JC0530_MARKER: B = BOLT
 JC0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0530_SP_SET: RAIL
 JC0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0530
 JC0530  HISTORY     - Date     Condition        Report By
 JC0530  HISTORY     - UNK      MONUMENTED       MORC
 JC0530  HISTORY     - 1934     GOOD             NGS
 JC0530
 JC0530                          STATION DESCRIPTION
 JC0530
 JC0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0530'1 MI SW FROM PORT ROYAL.
 JC0530'ABOUT 1-7/8 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 JC0530'PACIFIC RAILWAY FROM PORT ROYAL, FRANKLIN COUNTY, 47 FEET
 JC0530'NORTHEAST OF POLE 37+24, 32 YARDS SOUTH OF A CLAY PIPE CULVERT,
 JC0530'22 YARDS SOUTH OF THE MOUTH OF A RAVINE IN THE HIGH BLUFF, 20
 JC0530'FEET SOUTH OF A SHARP CORNER IN THE VERTICAL ROCK LEDGE 25 FEET
 JC0530'HIGH AT THE NORTH END AND WHICH TAPERS AND DISAPPEARS 100 YARDS
 JC0530'TO THE SOUTH, 16.3 FEET EAST OF THE CENTERLINE OF THE TRACK,
 JC0530'AND ABOUT ONE FOOT ABOVE THE TOP OF THE RAIL.  A PUNCH MARK ON
 JC0530'THE END OF A COPPER BOLT, LEADED HORIZONTALLY IN THE BLUFF AND
 JC0530'SURROUNDED BY THE CHISELED LETTERS USPBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1248 ***********************************************************************
 LF1248  DESIGNATION -  379
 LF1248  PID         -  LF1248
 LF1248  STATE/COUNTY-  MO/HARRISON
 LF1248  USGS QUAD   -  MITCHELLVILLE (1984)
 LF1248
 LF1248                         *CURRENT SURVEY CONTROL
 LF1248  ___________________________________________________________________
 LF1248* NAD 83(1997)-  40 08 31.30249(N)    094 06 13.35013(W)     ADJUSTED  
 LF1248* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 LF1248  ___________________________________________________________________
 LF1248  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 LF1248  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LF1248
 LF1248  HORZ ORDER  -  SECOND
 LF1248
 LF1248.The horizontal coordinates were established by classical geodetic methods
 LF1248.and adjusted by the National Geodetic Survey in February 2000..
 LF1248
 LF1248.The orthometric height was scaled from a topographic map.
 LF1248
 LF1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1248
 LF1248.The geoid height was determined by GEOID03.
 LF1248
 LF1248;                    North         East     Units Scale Factor Converg.
 LF1248;SPC MO W     -   441,312.540   883,768.714   MT  0.99995521   +0 15 19.7
 LF1248;UTM  15      - 4,444,105.016   405,982.272   MT  0.99970881   -0 42 41.7
 LF1248
 LF1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1248!SPC MO W     -   0.99996316  x   0.99995521  =   0.99991837
 LF1248!UTM  15      -   0.99996316  x   0.99970881  =   0.99967198
 LF1248
 LF1248                          SUPERSEDED SURVEY CONTROL
 LF1248
 LF1248  NAD 83(1997)-  40 08 31.30268(N)    094 06 13.35160(W) AD(       ) 2
 LF1248  NAD 83(1997)-  40 08 31.30378(N)    094 06 13.35309(W) AD(       ) 2
 LF1248  NAD 83(1986)-  40 08 31.30357(N)    094 06 13.35001(W) AD(       ) 2
 LF1248  NAD 27      -  40 08 31.30120(N)    094 06 12.51430(W) AD(       ) 2
 LF1248
 LF1248.Superseded values are not recommended for survey control.
 LF1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1248.See file dsdata.txt to determine how the superseded data were derived.
 LF1248
 LF1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE0598244105(NAD 83)
 LF1248_MARKER: DB = BENCH MARK DISK
 LF1248_SETTING: 0 = UNSPECIFIED SETTING
 LF1248
 LF1248  HISTORY     - Date     Condition        Report By
 LF1248  HISTORY     - 1948     MONUMENTED       USGS
 LF1248
 LF1248                          STATION DESCRIPTION
 LF1248
 LF1248'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LF1248'U.S.G.S. BM 879 IS A STANDARD U.S.G.S. BM DISK SET IN A
 LF1248'6 INCH BY 6 INCH CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 LF1248'IT IS 2.5 FEET WEST OF A WOVEN WIRE FENCE, 23.0 FEET WEST OF THE
 LF1248'CENTER OF A GRAVELED ROAD, 48.0 FEET SOUTHWEST OF A
 LF1248'T-INTERSECTION, 50.0 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD
 LF1248'AND ABOUT 2.0 MILE WEST OF U.S. HIGHWAY NO. 69.  IT IS STAMPED 879
 LF1248'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0951 ***********************************************************************
 JD0951  DESIGNATION -  38
 JD0951  PID         -  JD0951
 JD0951  STATE/COUNTY-  MO/MORGAN
 JD0951  USGS QUAD   -  PYRMONT (1961)
 JD0951
 JD0951                         *CURRENT SURVEY CONTROL
 JD0951  ___________________________________________________________________
 JD0951* NAD 83(1986)-  38 30 38.     (N)    093 01 46.     (W)     SCALED    
 JD0951* NAVD 88     -       314.624  (meters)    1032.23   (feet)  ADJUSTED  
 JD0951  ___________________________________________________________________
 JD0951  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0951  DYNAMIC HT  -         314.400 (meters)    1031.49  (feet)  COMP
 JD0951  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 JD0951
 JD0951  VERT ORDER  -  SECOND    CLASS 0
 JD0951
 JD0951.The horizontal coordinates were scaled from a topographic map and have
 JD0951.an estimated accuracy of +/- 6 seconds.
 JD0951
 JD0951.The orthometric height was determined by differential leveling
 JD0951.and adjusted by the National Geodetic Survey in June 1991..
 JD0951
 JD0951.The geoid height was determined by GEOID03.
 JD0951
 JD0951.The dynamic height is computed by dividing the NAVD 88
 JD0951.geopotential number by the normal gravity value computed on the
 JD0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0951.degrees latitude (g = 980.6199 gals.).
 JD0951
 JD0951.The modeled gravity was interpolated from observed gravity values.
 JD0951
 JD0951;                    North         East    Units  Estimated Accuracy
 JD0951;SPC MO C     -   297,230.      453,830.      MT  (+/- 180 meters Scaled)
 JD0951
 JD0951                          SUPERSEDED SURVEY CONTROL
 JD0951
 JD0951  NGVD 29 (??/??/92)  314.508  (m)         1031.85   (f) ADJ UNCH    2 0
 JD0951
 JD0951.Superseded values are not recommended for survey control.
 JD0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0951.See file dsdata.txt to determine how the superseded data were derived.
 JD0951
 JD0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC974624(NAD 83)
 JD0951_MARKER: DD = SURVEY DISK
 JD0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0951_STAMPING: 38 CWA 1934
 JD0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0951+STABILITY: SURFACE MOTION
 JD0951
 JD0951  HISTORY     - Date     Condition        Report By
 JD0951  HISTORY     - 1934     MONUMENTED       MOGS
 JD0951  HISTORY     - 1963     GOOD             NGS
 JD0951
 JD0951                          STATION DESCRIPTION
 JD0951
 JD0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0951'6.8 MI NW FROM STOVER.
 JD0951'ABOUT 1.3 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0951'RAILROAD FROM THE STATION AT STOVER, THENCE 0.45 MILE NORTH ALONG
 JD0951'A GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG STATE HIGHWAYS 52
 JD0951'AND 135, THENCE 4.85 MILES NORTH ALONG STATE HIGHWAY 135, IN SECTION
 JD0951'9, T 43 N, R 19 W, OR 7.50 MILES SOUTH ALONG STATE HIGHWAY 135
 JD0951'FROM THE METHODIST CHURCH AT FLORENCE, AT THE JUNCTION OF STATE
 JD0951'ROAD CC, 30 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 177
 JD0951'FEET NORTHEAST OF THE CENTER LINE OF STATE ROAD CC, 106 FEET NORTH
 JD0951'OF A TELEPHONE POLE, 1 1/2 FEET SOUTHEAST OF A FENCE, 0.7 FEET
 JD0951'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 JD0951'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0069 ***********************************************************************
 JE0069  DESIGNATION -  38 A
 JE0069  PID         -  JE0069
 JE0069  STATE/COUNTY-  MO/JACKSON
 JE0069  USGS QUAD   -  LEES SUMMIT (1990)
 JE0069
 JE0069                         *CURRENT SURVEY CONTROL
 JE0069  ___________________________________________________________________
 JE0069* NAD 83(1986)-  38 55 46.     (N)    094 23 16.     (W)     SCALED    
 JE0069* NAVD 88     -       296.279  (meters)     972.04   (feet)  ADJUSTED  
 JE0069  ___________________________________________________________________
 JE0069  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JE0069  DYNAMIC HT  -         296.083 (meters)     971.40  (feet)  COMP
 JE0069  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 JE0069
 JE0069  VERT ORDER  -  SECOND    CLASS II
 JE0069
 JE0069.The horizontal coordinates were scaled from a topographic map and have
 JE0069.an estimated accuracy of +/- 6 seconds.
 JE0069
 JE0069.The orthometric height was determined by differential leveling
 JE0069.and adjusted by the National Geodetic Survey in June 1991..
 JE0069
 JE0069.The geoid height was determined by GEOID03.
 JE0069
 JE0069.The dynamic height is computed by dividing the NAVD 88
 JE0069.geopotential number by the normal gravity value computed on the
 JE0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0069.degrees latitude (g = 980.6199 gals.).
 JE0069
 JE0069.The modeled gravity was interpolated from observed gravity values.
 JE0069
 JE0069;                    North         East    Units  Estimated Accuracy
 JE0069;SPC MO W     -   306,620.      859,730.      MT  (+/- 180 meters Scaled)
 JE0069
 JE0069                          SUPERSEDED SURVEY CONTROL
 JE0069
 JE0069  NGVD 29 (??/??/92)  296.20   (m)          971.8    (f) COMPUTED    2 2
 JE0069
 JE0069.Superseded values are not recommended for survey control.
 JE0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0069.See file dsdata.txt to determine how the superseded data were derived.
 JE0069
 JE0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD797098(NAD 83)
 JE0069_MARKER: Q = CHISELED SQUARE
 JE0069_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JE0069+WITH SETTING: PAVEMENT
 JE0069_SP_SET: SEMAPHORE BASE
 JE0069_MARK LOGO: NONE  
 JE0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0069+STABILITY: SURFACE MOTION
 JE0069
 JE0069  HISTORY     - Date     Condition        Report By
 JE0069  HISTORY     - 1938     MONUMENTED       USGS
 JE0069  HISTORY     - 1947     GOOD             NGS
 JE0069  HISTORY     - 1972     GOOD             SCS
 JE0069  HISTORY     - 1979     GOOD             NGS
 JE0069
 JE0069                          STATION DESCRIPTION
 JE0069
 JE0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JE0069'1.3 MI N FROM LEES SUMMIT.
 JE0069'1.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0069'STATION AT LEES SUMMIT, JACKSON COUNTY, AT SEMAPHORE 2611, ON
 JE0069'THE TOP OF THE CONCRETE BASE, AND 10 FEET EAST OF THE TRACK.
 JE0069'A CHISELED SQUARE.
 JE0069
 JE0069                          STATION RECOVERY (1972)
 JE0069
 JE0069'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1972
 JE0069'RECOVERED IN GOOD CONDITION.
 JE0069
 JE0069                          STATION RECOVERY (1979)
 JE0069
 JE0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JE0069'THE RAILROAD STATION BUILDING IS NOW AN ANNEX FOR LEES SUMMIT CITY
 JE0069'HALL. MARK IS 0.3 MILE NORTH OF THE CHIPMAN ROAD OVERPASSES AT LEES
 JE0069'SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0531 ***********************************************************************
 JC0531  DESIGNATION -  38 BOLT
 JC0531  PID         -  JC0531
 JC0531  STATE/COUNTY-  MO/FRANKLIN
 JC0531  USGS QUAD   -  LABADIE (1980)
 JC0531
 JC0531                         *CURRENT SURVEY CONTROL
 JC0531  ___________________________________________________________________
 JC0531* NAD 83(1986)-  38 34 46.     (N)    090 46 23.     (W)     SCALED    
 JC0531* NAVD 88     -       145.91   (+/-2cm)     478.7    (feet)  VERTCON   
 JC0531  ___________________________________________________________________
 JC0531  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JC0531
 JC0531  VERT ORDER  -  ? (See Below)
 JC0531
 JC0531.The horizontal coordinates were scaled from a topographic map and have
 JC0531.an estimated accuracy of +/- 6 seconds.
 JC0531
 JC0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0531.The vertical order pertains to the NGVD 29 superseded value.
 JC0531
 JC0531.The geoid height was determined by GEOID03.
 JC0531
 JC0531;                    North         East    Units  Estimated Accuracy
 JC0531;SPC MO E     -   304,780.      226,210.      MT  (+/- 180 meters Scaled)
 JC0531
 JC0531                          SUPERSEDED SURVEY CONTROL
 JC0531
 JC0531  NGVD 29 (??/??/92)  145.975  (m)          478.92   (f) ADJ UNCH    ?  
 JC0531
 JC0531.Superseded values are not recommended for survey control.
 JC0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0531.See file dsdata.txt to determine how the superseded data were derived.
 JC0531
 JC0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC939724(NAD 83)
 JC0531_MARKER: B = BOLT
 JC0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0531_SP_SET: STONE
 JC0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0531+STABILITY: SURFACE MOTION
 JC0531
 JC0531  HISTORY     - Date     Condition        Report By
 JC0531  HISTORY     - UNK      MONUMENTED       MORC
 JC0531  HISTORY     - 1934     MARK NOT FOUND   NGS
 JC0531
 JC0531                          STATION DESCRIPTION
 JC0531
 JC0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0531'AT ST ALBANS.
 JC0531'ABOUT 450 FEET SOUTHWEST OF THE CHICAGO, ROCK ISLAND AND
 JC0531'PACIFIC RAILWAY STATION AT ST. ALBANS, FRANKLIN COUNTY, 835 FEET
 JC0531'S. 85 DEG 30 MIN W. (MAG.) OF THE NORTHEAST CORNER OF SEC. 10,
 JC0531'T 44, R 2 E., 197 FEET ABOVE BRIDGE 113, IN THE NORTHEAST CORNER
 JC0531'OF THE CHARLES BECKER DOORYARD, AND 60 FEET SOUTH OF THE TRACK.
 JC0531'A COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES SQUARE AND
 JC0531'SET ABOUT 4 FEET UNDER GROUND.  NOTE-- THE MARK IS PROBABLY
 JC0531'BURIED UNDER A FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0532 ***********************************************************************
 JC0532  DESIGNATION -  38 CAP
 JC0532  PID         -  JC0532
 JC0532  STATE/COUNTY-  MO/FRANKLIN
 JC0532  USGS QUAD   -  LABADIE (1980)
 JC0532
 JC0532                         *CURRENT SURVEY CONTROL
 JC0532  ___________________________________________________________________
 JC0532* NAD 83(1986)-  38 34 46.     (N)    090 46 23.     (W)     SCALED    
 JC0532* NAVD 88     -       147.14   (+/-2cm)     482.7    (feet)  VERTCON   
 JC0532  ___________________________________________________________________
 JC0532  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JC0532
 JC0532  VERT ORDER  -  ? (See Below)
 JC0532
 JC0532.The horizontal coordinates were scaled from a topographic map and have
 JC0532.an estimated accuracy of +/- 6 seconds.
 JC0532
 JC0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0532.The vertical order pertains to the NGVD 29 superseded value.
 JC0532
 JC0532.The geoid height was determined by GEOID03.
 JC0532
 JC0532;                    North         East    Units  Estimated Accuracy
 JC0532;SPC MO E     -   304,780.      226,210.      MT  (+/- 180 meters Scaled)
 JC0532
 JC0532                          SUPERSEDED SURVEY CONTROL
 JC0532
 JC0532  NGVD 29 (??/??/92)  147.211  (m)          482.97   (f) ADJ UNCH    ?  
 JC0532
 JC0532.Superseded values are not recommended for survey control.
 JC0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0532.See file dsdata.txt to determine how the superseded data were derived.
 JC0532
 JC0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC939724(NAD 83)
 JC0532_MARKER: P = PIPE CAP
 JC0532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0532_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0532
 JC0532  HISTORY     - Date     Condition        Report By
 JC0532  HISTORY     - UNK      MONUMENTED       MORC
 JC0532  HISTORY     - 1934     MARK NOT FOUND   NGS
 JC0532
 JC0532                          STATION DESCRIPTION
 JC0532
 JC0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0532'AT ST ALBANS.
 JC0532'ABOUT 450 FEET SOUTHWEST OF THE CHICAGO, ROCK ISLAND AND
 JC0532'PACIFIC RAILWAY STATION AT ST. ALBANS, FRANKLIN COUNTY, 835
 JC0532'FEET S. 85 DEG 30 MIN W. (MAG.) OF THE NORTHEAST CORNER OF SEC.
 JC0532'10, T 44, R 2 E., 197 FEET ABOVE BRIDGE 113, IN THE NORTHEAST
 JC0532'CORNER OF THE CHARLES BECKER DOORYARD, AND 60 FEET SOUTH OF THE
 JC0532'TRACK.  AN IRON PIPE BEARING MISSOURI RIVER COMMISSION STANDARD
 JC0532'CAP.  NOTE-- THE MARK IS PROBABLY BURIED UNDER A FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0534 ***********************************************************************
 JC0534  DESIGNATION -  39 BOLT
 JC0534  PID         -  JC0534
 JC0534  STATE/COUNTY-  MO/FRANKLIN
 JC0534  USGS QUAD   -  LABADIE (1980)
 JC0534
 JC0534                         *CURRENT SURVEY CONTROL
 JC0534  ___________________________________________________________________
 JC0534* NAD 83(1986)-  38 33 26.     (N)    090 47 29.     (W)     SCALED    
 JC0534* NAVD 88     -       146.82   (+/-2cm)     481.7    (feet)  VERTCON   
 JC0534  ___________________________________________________________________
 JC0534  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JC0534
 JC0534  VERT ORDER  -  ? (See Below)
 JC0534
 JC0534.The horizontal coordinates were scaled from a topographic map and have
 JC0534.an estimated accuracy of +/- 6 seconds.
 JC0534
 JC0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0534.The vertical order pertains to the NGVD 29 superseded value.
 JC0534
 JC0534.The geoid height was determined by GEOID03.
 JC0534
 JC0534;                    North         East    Units  Estimated Accuracy
 JC0534;SPC MO E     -   302,320.      224,600.      MT  (+/- 180 meters Scaled)
 JC0534
 JC0534                          SUPERSEDED SURVEY CONTROL
 JC0534
 JC0534  NGVD 29 (??/??/92)  146.892  (m)          481.93   (f) ADJ UNCH    ?  
 JC0534
 JC0534.Superseded values are not recommended for survey control.
 JC0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0534.See file dsdata.txt to determine how the superseded data were derived.
 JC0534
 JC0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC924699(NAD 83)
 JC0534_MARKER: B = BOLT
 JC0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0534_SP_SET: STONE
 JC0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0534+STABILITY: SURFACE MOTION
 JC0534
 JC0534  HISTORY     - Date     Condition        Report By
 JC0534  HISTORY     - UNK      MONUMENTED       MORC
 JC0534  HISTORY     - 1934     GOOD             NGS
 JC0534  HISTORY     - 1940     GOOD             MORC
 JC0534
 JC0534                          STATION DESCRIPTION
 JC0534
 JC0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0534'AT OETTERS.
 JC0534'AT OETTERS, FRANKLIN COUNTY, 45 YARDS SOUTHWEST OF THE CHICAGO,
 JC0534'ROCK ISLAND AND PACIFIC RAILWAY STATION, 100 YARDS NORTHWEST
 JC0534'OF THE SHELL OIL CO. PUMPING STATION, BETWEEN POLES 41+29 AND
 JC0534'41+30, 110-1/2 FEET SOUTHWEST OF A CROSSING WARNING SIGN, 88
 JC0534'FEET WEST OF THE CENTER OF THE ROAD CROSSING, 26-1/2 FEET SOUTHEAST
 JC0534'OF THE CENTERLINE OF THE TRACK, 6 YARDS NORTHEAST OF THE TOP OF A
 JC0534'A 15-FOOT EMBANKMENT, 0.6 FOOT SOUTH OF A WHITE WOODEN WITNESS
 JC0534'POST, AND LEVEL WITH THE TRACK.  A COPPER BOLT LEADED IN THE TOP
 JC0534'OF A STONE 18 INCHES SQUARE AND SET ABOUT 3 FEET UNDER GROUND.
 JC0534
 JC0534                          STATION RECOVERY (1940)
 JC0534
 JC0534'RECOVERY NOTE BY MISSOURI RIVER COMMISSION 1940
 JC0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0535 ***********************************************************************
 JC0535  DESIGNATION -  39 CAP
 JC0535  PID         -  JC0535
 JC0535  STATE/COUNTY-  MO/FRANKLIN
 JC0535  USGS QUAD   -  LABADIE (1980)
 JC0535
 JC0535                         *CURRENT SURVEY CONTROL
 JC0535  ___________________________________________________________________
 JC0535* NAD 83(1986)-  38 33 26.     (N)    090 47 29.     (W)     SCALED    
 JC0535* NAVD 88     -       148.045  (meters)     485.71   (feet)  ADJUSTED  
 JC0535  ___________________________________________________________________
 JC0535  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JC0535  DYNAMIC HT  -         147.949 (meters)     485.40  (feet)  COMP
 JC0535  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 JC0535
 JC0535  VERT ORDER  -  SECOND    CLASS 0
 JC0535
 JC0535.The horizontal coordinates were scaled from a topographic map and have
 JC0535.an estimated accuracy of +/- 6 seconds.
 JC0535
 JC0535.The orthometric height was determined by differential leveling
 JC0535.and adjusted by the National Geodetic Survey in June 1991..
 JC0535
 JC0535.The geoid height was determined by GEOID03.
 JC0535
 JC0535.The dynamic height is computed by dividing the NAVD 88
 JC0535.geopotential number by the normal gravity value computed on the
 JC0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0535.degrees latitude (g = 980.6199 gals.).
 JC0535
 JC0535.The modeled gravity was interpolated from observed gravity values.
 JC0535
 JC0535;                    North         East    Units  Estimated Accuracy
 JC0535;SPC MO E     -   302,320.      224,600.      MT  (+/- 180 meters Scaled)
 JC0535
 JC0535                          SUPERSEDED SURVEY CONTROL
 JC0535
 JC0535  NGVD 29 (??/??/92)  148.131  (m)          485.99   (f) ADJ UNCH    2 0
 JC0535
 JC0535.Superseded values are not recommended for survey control.
 JC0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0535.See file dsdata.txt to determine how the superseded data were derived.
 JC0535
 JC0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC924699(NAD 83)
 JC0535_MARKER: P = PIPE CAP
 JC0535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0535_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0535
 JC0535  HISTORY     - Date     Condition        Report By
 JC0535  HISTORY     - UNK      MONUMENTED       MORC
 JC0535  HISTORY     - 1934     GOOD             NGS
 JC0535  HISTORY     - 1940     GOOD             MORC
 JC0535
 JC0535                          STATION DESCRIPTION
 JC0535
 JC0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0535'AT OETTERS.
 JC0535'AT OETTERS, FRANKLIN COUNTY, 45 YARDS SOUTHWEST OF THE CHICAGO,
 JC0535'ROCK ISLAND AND PACIFIC RAILWAY STATION, 100 YARDS NORTHWEST
 JC0535'OF THE SHELL OIL CO. PUMPING STATION, BETWEEN POLES 41+29 AND
 JC0535'41+30, 110-1/2 FEET SOUTHWEST OF A CROSSING WARNING SIGN, 88
 JC0535'FEET WEST OF THE CENTER OF THE ROAD CROSSING, 26-1/2 FEET
 JC0535'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 6 YARDS NORTHEAST OF
 JC0535'THE TOP OF A 15-FOOT EMBANKMENT, 0.6 FOOT SOUTH OF A WHITE
 JC0535'WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  AN IRON PIPE
 JC0535'PROJECTING ABOUT 14 INCHES ABOVE GROUND AND BEARING A MISSOURI
 JC0535'RIVER COMMISSION STANDARD CAP.
 JC0535
 JC0535                          STATION RECOVERY (1940)
 JC0535
 JC0535'RECOVERY NOTE BY MISSOURI RIVER COMMISSION 1940
 JC0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0337 ***********************************************************************
 KE0337  DESIGNATION -  4
 KE0337  PID         -  KE0337
 KE0337  STATE/COUNTY-  MO/BUCHANAN
 KE0337  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0337
 KE0337                         *CURRENT SURVEY CONTROL
 KE0337  ___________________________________________________________________
 KE0337* NAD 83(1986)-  39 44 32.     (N)    094 51 19.     (W)     SCALED    
 KE0337* NAVD 88     -       250.109  (meters)     820.57   (feet)  ADJUSTED  
 KE0337  ___________________________________________________________________
 KE0337  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KE0337  DYNAMIC HT  -         249.963 (meters)     820.09  (feet)  COMP
 KE0337  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 KE0337
 KE0337  VERT ORDER  -  FIRST     CLASS II
 KE0337
 KE0337.The horizontal coordinates were scaled from a topographic map and have
 KE0337.an estimated accuracy of +/- 6 seconds.
 KE0337
 KE0337.The orthometric height was determined by differential leveling
 KE0337.and adjusted by the National Geodetic Survey in June 1991..
 KE0337
 KE0337.The geoid height was determined by GEOID03.
 KE0337
 KE0337.The dynamic height is computed by dividing the NAVD 88
 KE0337.geopotential number by the normal gravity value computed on the
 KE0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0337.degrees latitude (g = 980.6199 gals.).
 KE0337
 KE0337.The modeled gravity was interpolated from observed gravity values.
 KE0337
 KE0337;                    North         East    Units  Estimated Accuracy
 KE0337;SPC MO W     -   396,910.      819,550.      MT  (+/- 180 meters Scaled)
 KE0337
 KE0337                          SUPERSEDED SURVEY CONTROL
 KE0337
 KE0337  NGVD 29 (??/??/92)  250.013  (m)          820.25   (f) ADJ UNCH    1 2
 KE0337
 KE0337.Superseded values are not recommended for survey control.
 KE0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0337.See file dsdata.txt to determine how the superseded data were derived.
 KE0337
 KE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE410007(NAD 83)
 KE0337_MARKER: DD = SURVEY DISK
 KE0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0337_STAMPING: 4
 KE0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0337+STABILITY: SURFACE MOTION
 KE0337
 KE0337  HISTORY     - Date     Condition        Report By
 KE0337  HISTORY     - UNK      MONUMENTED       MO7070
 KE0337  HISTORY     - 1948     GOOD             NGS
 KE0337  HISTORY     - 1958     GOOD             NGS
 KE0337  HISTORY     - 1975     GOOD             LOCENG
 KE0337  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0337  HISTORY     - 20060704 MARK NOT FOUND   GEOCAC
 KE0337
 KE0337                          STATION DESCRIPTION
 KE0337
 KE0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0337'AT ST JOSEPH.
 KE0337'AT ST. JOSEPH, IN THE SOUTH SECTION OF THE CITY, IN THE NORTHEAST
 KE0337'QUARTER OF THE INTERSECTION OF 4TH. AND OAK STREETS, 42.6 FEET
 KE0337'NORTHEAST OF THE CENTER OF AN IRON MANHOLE COVER ON THE CENTER
 KE0337'LINES OF THE STREETS, 11.2 FEET NORTH OF THE NORTH CURB OF
 KE0337'OAK STREET, 10.7 FEET EAST OF THE EAST CURB OF 4TH. STREET,
 KE0337'8.4 FEET NORTH OF THE NORTH SIDE OF A POWER LINE POLE, SET IN THE
 KE0337'TOP OF A CONCRETE POST 0.2 FOOT BELOW GROUND LEVEL.
 KE0337
 KE0337                          STATION RECOVERY (1958)
 KE0337
 KE0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0337'RECOVERED IN GOOD CONDITION.
 KE0337
 KE0337                          STATION RECOVERY (1975)
 KE0337
 KE0337'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 KE0337'DELETE 12.5 W OF SW COR HOUSE NO 403 SO. 4TH, 10 S. OF C/L OF GATE OF
 KE0337'A FENCE PRLING 4TH ST, 1.5 N OF THE COR FENCE POST.
 KE0337
 KE0337                          STATION RECOVERY (1989)
 KE0337
 KE0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0337'MARK NOT FOUND.
 KE0337
 KE0337                          STATION RECOVERY (2006)
 KE0337
 KE0337'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0337'THIS AREA APPEARS TO HAVE BEEN REGRADED SEVERAL TIMES SINCE THE BM WAS
 KE0337'MONUMENTED, INCLUDING FOR A CATCH BASIN, GAS VALVES AND A CONCRETE
 KE0337'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0292 ***********************************************************************
 JE0292  DESIGNATION -  4 B
 JE0292  PID         -  JE0292
 JE0292  STATE/COUNTY-  MO/BATES
 JE0292  USGS QUAD   -  NEW HOME (1991)
 JE0292
 JE0292                         *CURRENT SURVEY CONTROL
 JE0292  ___________________________________________________________________
 JE0292* NAD 83(1986)-  38 09 38.     (N)    094 22 38.     (W)     SCALED    
 JE0292* NAVD 88     -       232.190  (meters)     761.78   (feet)  ADJUSTED  
 JE0292  ___________________________________________________________________
 JE0292  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JE0292  DYNAMIC HT  -         232.021 (meters)     761.22  (feet)  COMP
 JE0292  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 JE0292
 JE0292  VERT ORDER  -  FIRST     CLASS II
 JE0292
 JE0292.The horizontal coordinates were scaled from a topographic map and have
 JE0292.an estimated accuracy of +/- 6 seconds.
 JE0292
 JE0292.The orthometric height was determined by differential leveling
 JE0292.and adjusted by the National Geodetic Survey in June 1991..
 JE0292
 JE0292.The geoid height was determined by GEOID03.
 JE0292
 JE0292.The dynamic height is computed by dividing the NAVD 88
 JE0292.geopotential number by the normal gravity value computed on the
 JE0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0292.degrees latitude (g = 980.6199 gals.).
 JE0292
 JE0292.The modeled gravity was interpolated from observed gravity values.
 JE0292
 JE0292;                    North         East    Units  Estimated Accuracy
 JE0292;SPC MO W     -   221,280.      860,760.      MT  (+/- 180 meters Scaled)
 JE0292
 JE0292                          SUPERSEDED SURVEY CONTROL
 JE0292
 JE0292  NGVD 29 (??/??/92)  232.073  (m)          761.39   (f) ADJ UNCH    1 2
 JE0292
 JE0292.Superseded values are not recommended for survey control.
 JE0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0292.See file dsdata.txt to determine how the superseded data were derived.
 JE0292
 JE0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC793245(NAD 83)
 JE0292_MARKER: Q = CHISELED SQUARE
 JE0292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE0292_SP_SET: CONCRETE ABUTMENT
 JE0292_MARK LOGO: NONE  
 JE0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0292
 JE0292  HISTORY     - Date     Condition        Report By
 JE0292  HISTORY     - 1938     MONUMENTED       USGS
 JE0292  HISTORY     - 1963     GOOD             USGS
 JE0292
 JE0292                          STATION DESCRIPTION
 JE0292
 JE0292'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0292'4.6 MI N FROM RICH HILL.
 JE0292'4.6 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0292'STATION AT RICH HILL, BATES COUNTY, AT THE STEEL BRIDGE OVER
 JE0292'MARIAS DE CYGNE RIVER, AND ON THE TOP OF THE EAST END OF THE
 JE0292'SOUTH CONCRETE ABUTMENT.  A CHISELED SQUARE.
 JE0292
 JE0292                          STATION RECOVERY (1963)
 JE0292
 JE0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JE0292'ABOUT 4.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0292'STATION AT RICH HILL, 0.35 MILE SOUTH OF MILEPOST 294, AT THE SOUTH
 JE0292'END OF A BRIDGE NUMBERED 294.3 OVER THE MARIAS DE CYGNE RIVER, 3 FEET
 JE0292'EAST OF THE EAST RAIL, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE RAILS,
 JE0292'AND SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 JE0292'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0017 ***********************************************************************
 GE0017  DESIGNATION -  4 H
 GE0017  PID         -  GE0017
 GE0017  STATE/COUNTY-  MO/BUTLER
 GE0017  USGS QUAD   -  ROMBAUER (1966)
 GE0017
 GE0017                         *CURRENT SURVEY CONTROL
 GE0017  ___________________________________________________________________
 GE0017* NAD 83(1986)-  36 46 48.     (N)    090 21 15.     (W)     SCALED    
 GE0017* NAVD 88     -       102.113  (meters)     335.02   (feet)  ADJUSTED  
 GE0017  ___________________________________________________________________
 GE0017  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GE0017  DYNAMIC HT  -         102.033 (meters)     334.75  (feet)  COMP
 GE0017  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 GE0017
 GE0017  VERT ORDER  -  FIRST     CLASS II
 GE0017
 GE0017.The horizontal coordinates were scaled from a topographic map and have
 GE0017.an estimated accuracy of +/- 6 seconds.
 GE0017
 GE0017.The orthometric height was determined by differential leveling
 GE0017.and adjusted by the National Geodetic Survey in June 1991..
 GE0017
 GE0017.The geoid height was determined by GEOID03.
 GE0017
 GE0017.The dynamic height is computed by dividing the NAVD 88
 GE0017.geopotential number by the normal gravity value computed on the
 GE0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0017.degrees latitude (g = 980.6199 gals.).
 GE0017
 GE0017.The modeled gravity was interpolated from observed gravity values.
 GE0017
 GE0017;                    North         East    Units  Estimated Accuracy
 GE0017;SPC MO E     -   105,050.      263,020.      MT  (+/- 180 meters Scaled)
 GE0017
 GE0017                          SUPERSEDED SURVEY CONTROL
 GE0017
 GE0017  NGVD 29 (??/??/92)  102.126  (m)          335.06   (f) ADJ UNCH    1 2
 GE0017
 GE0017.Superseded values are not recommended for survey control.
 GE0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0017.See file dsdata.txt to determine how the superseded data were derived.
 GE0017
 GE0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA361737(NAD 83)
 GE0017_MARKER: DD = SURVEY DISK
 GE0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0017_STAMPING: 335.081 1931 4 H
 GE0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0017+STABILITY: SURFACE MOTION
 GE0017
 GE0017  HISTORY     - Date     Condition        Report By
 GE0017  HISTORY     - 1931     MONUMENTED       USGS
 GE0017  HISTORY     - 1934     MARK NOT FOUND   NGS
 GE0017
 GE0017                          STATION DESCRIPTION
 GE0017
 GE0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0017'3 MI NE FROM POPLAR BLUFF.
 GE0017'3 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0017'FROM THE STATION AT POPLAR BLUFF, BUTLER COUNTY, 282 FEET
 GE0017'SOUTH OF A CROSSING SIGN, 242 FEET SOUTH OF POLE 192/1, 160
 GE0017'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 58 FEET WEST OF
 GE0017'THE CENTER OF THE JUNCTION OF T-ROADS, 18 YARDS NORTH OF THE
 GE0017'POINT WHERE THE LEVEE TURNS TO THE WEST, AND 30 FEET EAST OF THE
 GE0017'CENTERLINE OF THE LEVEE.  A UNITED STATES GEOLOGICAL SURVEY
 GE0017'STANDARD DISK, STAMPED 335.081 1931 4 H AND SET IN THE TOP OF A
 GE0017'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- IT WAS REPORTED THAT
 GE0017'THE LOCATION DESCRIBED IS NOW USED AS A DUMPING GROUND FOR
 GE0017'GARBAGE, OLD TIN CANS AND GLASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0348 ***********************************************************************
 GE0348  DESIGNATION -  4 J
 GE0348  PID         -  GE0348
 GE0348  STATE/COUNTY-  MO/RIPLEY
 GE0348  USGS QUAD   -  OXLY (1979)
 GE0348
 GE0348                         *CURRENT SURVEY CONTROL
 GE0348  ___________________________________________________________________
 GE0348* NAD 83(1986)-  36 35 14.     (N)    090 38 51.     (W)     SCALED    
 GE0348* NAVD 88     -        94.727  (meters)     310.78   (feet)  POSTED    
 GE0348  ___________________________________________________________________
 GE0348  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GE0348  DYNAMIC HT  -          94.650 (meters)     310.53  (feet)  COMP
 GE0348  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 GE0348
 GE0348  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GE0348
 GE0348.The horizontal coordinates were scaled from a topographic map and have
 GE0348.an estimated accuracy of +/- 6 seconds.
 GE0348
 GE0348.The orthometric height was determined by differential leveling
 GE0348.and adjusted by the National Geodetic Survey in 1992..
 GE0348.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GE0348.rate of 2.1 thru 3.0 mm/km.
 GE0348
 GE0348.The geoid height was determined by GEOID03.
 GE0348
 GE0348.The dynamic height is computed by dividing the NAVD 88
 GE0348.geopotential number by the normal gravity value computed on the
 GE0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0348.degrees latitude (g = 980.6199 gals.).
 GE0348
 GE0348.The modeled gravity was interpolated from observed gravity values.
 GE0348
 GE0348;                    North         East    Units  Estimated Accuracy
 GE0348;SPC MO E     -    83,660.      236,800.      MT  (+/- 180 meters Scaled)
 GE0348
 GE0348                          SUPERSEDED SURVEY CONTROL
 GE0348
 GE0348  NGVD 29 (??/??/92)   94.72   (m)          310.8    (f) COMPUTED    3 0
 GE0348
 GE0348.Superseded values are not recommended for survey control.
 GE0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0348.See file dsdata.txt to determine how the superseded data were derived.
 GE0348
 GE0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA104516(NAD 83)
 GE0348_MARKER: DD = SURVEY DISK
 GE0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0348_STAMPING: 4 J 1934
 GE0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0348+STABILITY: SURFACE MOTION
 GE0348
 GE0348  HISTORY     - Date     Condition        Report By
 GE0348  HISTORY     - 1934     MONUMENTED       USGS
 GE0348  HISTORY     - 1956     MARK NOT FOUND   NGS
 GE0348
 GE0348                          STATION DESCRIPTION
 GE0348
 GE0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0348'2.4 MI W FROM NAYLOR.
 GE0348'2.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0348'STATION AT NAYLOR, RIPLEY COUNTY, AT A ROAD CROSSING, 67 FEET
 GE0348'NORTH OF THE CENTERLINE OF THE TRACK, AND 41 FEET WEST OF THE
 GE0348'CENTERLINE OF THE ROAD, A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 GE0348'STAMPED 4 J 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0544 ***********************************************************************
 HC0544  DESIGNATION -  4 J
 HC0544  PID         -  HC0544
 HC0544  STATE/COUNTY-  MO/SHANNON
 HC0544  USGS QUAD   -  EMINENCE (1982)
 HC0544
 HC0544                         *CURRENT SURVEY CONTROL
 HC0544  ___________________________________________________________________
 HC0544* NAD 83(1986)-  37 07 37.     (N)    091 21 22.     (W)     SCALED    
 HC0544* NAVD 88     -       260.875  (meters)     855.89   (feet)  POSTED    
 HC0544  ___________________________________________________________________
 HC0544  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 HC0544  DYNAMIC HT  -         260.660 (meters)     855.18  (feet)  COMP
 HC0544  MODELED GRAV-     979,813.1   (mgal)                       NAVD 88
 HC0544
 HC0544  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0544
 HC0544.The horizontal coordinates were scaled from a topographic map and have
 HC0544.an estimated accuracy of +/- 6 seconds.
 HC0544
 HC0544.The orthometric height was determined by differential leveling
 HC0544.and adjusted by the National Geodetic Survey in 1992..
 HC0544.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0544.rate of 0.0 thru 1.0 mm/km.
 HC0544
 HC0544.The geoid height was determined by GEOID03.
 HC0544
 HC0544.The dynamic height is computed by dividing the NAVD 88
 HC0544.geopotential number by the normal gravity value computed on the
 HC0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0544.degrees latitude (g = 980.6199 gals.).
 HC0544
 HC0544.The modeled gravity was interpolated from observed gravity values.
 HC0544
 HC0544;                    North         East    Units  Estimated Accuracy
 HC0544;SPC MO E     -   143,880.      173,930.      MT  (+/- 180 meters Scaled)
 HC0544
 HC0544                          SUPERSEDED SURVEY CONTROL
 HC0544
 HC0544  NGVD 29 (??/??/92)  260.777  (m)          855.57   (f) ADJ UNCH    2 0
 HC0544
 HC0544.Superseded values are not recommended for survey control.
 HC0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0544.See file dsdata.txt to determine how the superseded data were derived.
 HC0544
 HC0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB460102(NAD 83)
 HC0544_MARKER: DD = SURVEY DISK
 HC0544_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HC0544_SP_SET: CULVERT HEADWALL
 HC0544_STAMPING: 856 4 J 1933
 HC0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0544+STABILITY: SURFACE MOTION
 HC0544
 HC0544  HISTORY     - Date     Condition        Report By
 HC0544  HISTORY     - 1933     MONUMENTED       USGS
 HC0544  HISTORY     - 1934     GOOD             NGS
 HC0544  HISTORY     - 1977     GOOD             NGS
 HC0544  HISTORY     - 1977     GOOD             NGS
 HC0544
 HC0544                          STATION DESCRIPTION
 HC0544
 HC0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0544'1.5 MI S FROM EMINENCE.
 HC0544'1.5 MILES SOUTH ALONG STATE HIGHWAY 19 FROM EMINENCE, SHANNON
 HC0544'COUNTY, IN NORTHWEST 1/4 SEC. 2, T. 28 N., R. 4 W., AT A CONCRETE
 HC0544'CULVERT, AND IN THE TOP OF THE EAST HEADWALL.  A U.S. GEOLOGICAL
 HC0544'SURVEY STANDARD DISK, STAMPED 856 4 J 1933.
 HC0544
 HC0544                          STATION RECOVERY (1977)
 HC0544
 HC0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0544'RECOVERED IN GOOD CONDITION.
 HC0544
 HC0544                          STATION RECOVERY (1977)
 HC0544
 HC0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0966 ***********************************************************************
 HB0966  DESIGNATION -  400=DIAMOND
 HB0966  PID         -  HB0966
 HB0966  STATE/COUNTY-  MO/BOLLINGER
 HB0966  USGS QUAD   -  MARBLE HILL (1980)
 HB0966
 HB0966                         *CURRENT SURVEY CONTROL
 HB0966  ___________________________________________________________________
 HB0966* NAD 83(1986)-  37 16 48.     (N)    089 54 39.     (W)     SCALED    
 HB0966* NAVD 88     -       121.643  (meters)     399.09   (feet)  ADJUSTED  
 HB0966  ___________________________________________________________________
 HB0966  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB0966  DYNAMIC HT  -         121.553 (meters)     398.80  (feet)  COMP
 HB0966  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 HB0966
 HB0966  VERT ORDER  -  SECOND    CLASS 0
 HB0966
 HB0966.The horizontal coordinates were scaled from a topographic map and have
 HB0966.an estimated accuracy of +/- 6 seconds.
 HB0966
 HB0966.The orthometric height was determined by differential leveling
 HB0966.and adjusted by the National Geodetic Survey in June 1991..
 HB0966
 HB0966.The geoid height was determined by GEOID03.
 HB0966
 HB0966.The dynamic height is computed by dividing the NAVD 88
 HB0966.geopotential number by the normal gravity value computed on the
 HB0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0966.degrees latitude (g = 980.6199 gals.).
 HB0966
 HB0966.The modeled gravity was interpolated from observed gravity values.
 HB0966
 HB0966;                    North         East    Units  Estimated Accuracy
 HB0966;SPC MO E     -   160,690.      302,250.      MT  (+/- 180 meters Scaled)
 HB0966
 HB0966                          SUPERSEDED SURVEY CONTROL
 HB0966
 HB0966  NGVD 29 (??/??/??)  121.628  (m)          399.04   (f) ADJUSTED    2 0
 HB0966
 HB0966.Superseded values are not recommended for survey control.
 HB0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0966.See file dsdata.txt to determine how the superseded data were derived.
 HB0966
 HB0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG419299(NAD 83)
 HB0966_MARKER: Q = CHISELED SQUARE
 HB0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0966_SP_SET: ABUTMENT
 HB0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0966
 HB0966  HISTORY     - Date     Condition        Report By
 HB0966  HISTORY     - UNK      MONUMENTED       USGS
 HB0966  HISTORY     - 1935     GOOD             CGS
 HB0966  HISTORY     - 20020822 MARK NOT FOUND   USACE
 HB0966
 HB0966                          STATION DESCRIPTION
 HB0966
 HB0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0966'1.3 MI NW FROM LAFLIN.
 HB0966'1.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB0966'STATION AT LAFLIN, BOLLINGER COUNTY, AT BRIDGE NO. 895, ON THE
 HB0966'TOP OF THE SOUTH CONCRETE RETAINING WALL OF THE WEST ABUTMENT,
 HB0966'AND 4.5 FEET WEST OF THE EAST END OF THE WALL.  A CHISELED
 HB0966'SQUARE.
 HB0966
 HB0966                          STATION RECOVERY (2002)
 HB0966
 HB0966'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0001 ***********************************************************************
 HC0001  DESIGNATION -  401
 HC0001  PID         -  HC0001
 HC0001  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0001  USGS QUAD   -  STE GENEVIEVE (1993)
 HC0001
 HC0001                         *CURRENT SURVEY CONTROL
 HC0001  ___________________________________________________________________
 HC0001* NAD 83(1986)-  37 58 49.     (N)    090 02 28.     (W)     SCALED    
 HC0001* NAVD 88     -       122.072  (meters)     400.50   (feet)  ADJUSTED  
 HC0001  ___________________________________________________________________
 HC0001  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HC0001  DYNAMIC HT  -         121.988 (meters)     400.22  (feet)  COMP
 HC0001  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 HC0001
 HC0001  VERT ORDER  -  SECOND    CLASS 0
 HC0001
 HC0001.The horizontal coordinates were scaled from a topographic map and have
 HC0001.an estimated accuracy of +/- 6 seconds.
 HC0001
 HC0001.The orthometric height was determined by differential leveling
 HC0001.and adjusted by the National Geodetic Survey in June 1991..
 HC0001
 HC0001.The geoid height was determined by GEOID03.
 HC0001
 HC0001.The dynamic height is computed by dividing the NAVD 88
 HC0001.geopotential number by the normal gravity value computed on the
 HC0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0001.degrees latitude (g = 980.6199 gals.).
 HC0001
 HC0001.The modeled gravity was interpolated from observed gravity values.
 HC0001
 HC0001;                    North         East    Units  Estimated Accuracy
 HC0001;SPC MO E     -   238,340.      290,310.      MT  (+/- 180 meters Scaled)
 HC0001
 HC0001                          SUPERSEDED SURVEY CONTROL
 HC0001
 HC0001  NGVD 29 (??/??/92)  122.174  (m)          400.83   (f) ADJ UNCH    2 0
 HC0001
 HC0001.Superseded values are not recommended for survey control.
 HC0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0001.See file dsdata.txt to determine how the superseded data were derived.
 HC0001
 HC0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC598077(NAD 83)
 HC0001_MARKER: DB = BENCH MARK DISK
 HC0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0001_SP_SET: BUILDING
 HC0001_STAMPING: 401 MO 1913
 HC0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0001+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 HC0001
 HC0001  HISTORY     - Date     Condition        Report By
 HC0001  HISTORY     - 1913     MONUMENTED       CGS
 HC0001  HISTORY     - 1955     GOOD             NGS
 HC0001  HISTORY     - 19930526 GOOD             MOHC
 HC0001  HISTORY     - 20020912 GOOD             MODNR
 HC0001
 HC0001                          STATION DESCRIPTION
 HC0001
 HC0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HC0001'AT STE GENEVIEVE.
 HC0001'AT STE. GENEVIEVE, AT THE COUNTY COURTHOUSE, IN THE YARD, NEAR THE
 HC0001'MIDDLE OF THE EAST SIDE, AND 3 FEET INSIDE THE IRON FENCE.  A
 HC0001'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 401 MO 1913
 HC0001'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HC0001
 HC0001                          STATION RECOVERY (1993)
 HC0001
 HC0001'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1993 (AWB)
 HC0001'RECOVERED IN GOOD CONDITION.
 HC0001
 HC0001                          STATION RECOVERY (2002)
 HC0001
 HC0001'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 HC0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0058 ***********************************************************************
 GE0058  DESIGNATION -  404
 GE0058  PID         -  GE0058
 GE0058  STATE/COUNTY-  MO/WAYNE
 GE0058  USGS QUAD   -  HENDRICKSON (1976)
 GE0058
 GE0058                         *CURRENT SURVEY CONTROL
 GE0058  ___________________________________________________________________
 GE0058* NAD 83(1986)-  36 59 38.     (N)    090 28 13.     (W)     SCALED    
 GE0058* NAVD 88     -       122.952  (meters)     403.38   (feet)  ADJUSTED  
 GE0058  ___________________________________________________________________
 GE0058  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GE0058  DYNAMIC HT  -         122.855 (meters)     403.07  (feet)  COMP
 GE0058  MODELED GRAV-     979,845.5   (mgal)                       NAVD 88
 GE0058
 GE0058  VERT ORDER  -  SECOND    CLASS 0
 GE0058
 GE0058.The horizontal coordinates were scaled from a topographic map and have
 GE0058.an estimated accuracy of +/- 6 seconds.
 GE0058
 GE0058.The orthometric height was determined by differential leveling
 GE0058.and adjusted by the National Geodetic Survey in June 1991..
 GE0058
 GE0058.The geoid height was determined by GEOID03.
 GE0058
 GE0058.The dynamic height is computed by dividing the NAVD 88
 GE0058.geopotential number by the normal gravity value computed on the
 GE0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0058.degrees latitude (g = 980.6199 gals.).
 GE0058
 GE0058.The modeled gravity was interpolated from observed gravity values.
 GE0058
 GE0058;                    North         East    Units  Estimated Accuracy
 GE0058;SPC MO E     -   128,780.      252,650.      MT  (+/- 180 meters Scaled)
 GE0058
 GE0058                          SUPERSEDED SURVEY CONTROL
 GE0058
 GE0058  NGVD 29 (??/??/92)  122.991  (m)          403.51   (f) ADJ UNCH    2 0
 GE0058
 GE0058.Superseded values are not recommended for survey control.
 GE0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0058.See file dsdata.txt to determine how the superseded data were derived.
 GE0058
 GE0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA251971(NAD 83)
 GE0058_MARKER: P = PIPE CAP
 GE0058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0058_STAMPING: MO 404
 GE0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0058+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 GE0058
 GE0058  HISTORY     - Date     Condition        Report By
 GE0058  HISTORY     - UNK      MONUMENTED       USGS
 GE0058  HISTORY     - 1934     GOOD             NGS
 GE0058  HISTORY     - 20020904 GOOD             USACE
 GE0058
 GE0058                          STATION DESCRIPTION
 GE0058
 GE0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0058'1.2 MI W FROM TASKEE.
 GE0058'1.2 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0058'TASKEE, WAYNE COUNTY, AT COOL SPRINGS, 242 FEET SOUTH OF THE
 GE0058'CENTERLINE OF THE TRACK, 150 FEET NORTH OF A CREEK, 18 FEET WEST
 GE0058'OF A PUBLIC ROAD, AND 2 FEET EAST OF A FENCE.  A UNITED STATES
 GE0058'GEOLOGICAL SURVEY STANDARD CAP, STAMPED MO. 404 AND RIVETED ON
 GE0058'THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THE ST. LOUIS-SAN
 GE0058'FRANCISCO RAILWAY HAS BEEN ABANDONED AS OF FEBRUARY 1945.
 GE0058
 GE0058                          STATION RECOVERY (2002)
 GE0058
 GE0058'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0132 ***********************************************************************
 KE0132  DESIGNATION -  41 A
 KE0132  PID         -  KE0132
 KE0132  STATE/COUNTY-  MO/JACKSON
 KE0132  USGS QUAD   -  INDEPENDENCE (1990)
 KE0132
 KE0132                         *CURRENT SURVEY CONTROL
 KE0132  ___________________________________________________________________
 KE0132* NAD 83(1986)-  39 00 42.     (N)    094 24 45.     (W)     SCALED    
 KE0132* NAVD 88     -       253.756  (meters)     832.53   (feet)  ADJUSTED  
 KE0132  ___________________________________________________________________
 KE0132  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE0132  DYNAMIC HT  -         253.589 (meters)     831.98  (feet)  COMP
 KE0132  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 KE0132
 KE0132  VERT ORDER  -  SECOND    CLASS II
 KE0132
 KE0132.The horizontal coordinates were scaled from a topographic map and have
 KE0132.an estimated accuracy of +/- 6 seconds.
 KE0132
 KE0132.The orthometric height was determined by differential leveling
 KE0132.and adjusted by the National Geodetic Survey in June 1991..
 KE0132
 KE0132.The geoid height was determined by GEOID03.
 KE0132
 KE0132.The dynamic height is computed by dividing the NAVD 88
 KE0132.geopotential number by the normal gravity value computed on the
 KE0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0132.degrees latitude (g = 980.6199 gals.).
 KE0132
 KE0132.The modeled gravity was interpolated from observed gravity values.
 KE0132
 KE0132;                    North         East    Units  Estimated Accuracy
 KE0132;SPC MO W     -   315,750.      857,580.      MT  (+/- 180 meters Scaled)
 KE0132
 KE0132                          SUPERSEDED SURVEY CONTROL
 KE0132
 KE0132  NGVD 29 (??/??/92)  253.68   (m)          832.3    (f) COMPUTED    2 2
 KE0132
 KE0132.Superseded values are not recommended for survey control.
 KE0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0132.See file dsdata.txt to determine how the superseded data were derived.
 KE0132
 KE0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD777190(NAD 83)
 KE0132_MARKER: Q = CHISELED SQUARE
 KE0132_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KE0132+WITH SETTING: PAVEMENT
 KE0132_SP_SET: SEMAPHORE BASE
 KE0132_MARK LOGO: NONE  
 KE0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0132+STABILITY: SURFACE MOTION
 KE0132
 KE0132  HISTORY     - Date     Condition        Report By
 KE0132  HISTORY     - 1938     MONUMENTED       USGS
 KE0132  HISTORY     - 1960     GOOD             NGS
 KE0132  HISTORY     - 1981     GOOD             NGS
 KE0132
 KE0132                          STATION DESCRIPTION
 KE0132
 KE0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KE0132'1.8 MI N FROM LITTLE BLUE.
 KE0132'1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0132'CROSSING OF LITTLE BLUE ROAD AT LITTLE BLUE, JACKSON COUNTY,
 KE0132'ON THE OLD RIGHT-OF-WAY, 100 YARDS SOUTH OF A DIRT ROAD WHICH
 KE0132'CROSSES THE OLD GRADE, AND ON THE CONCRETE BASE OF AN OLD
 KE0132'SEMAPHORE.  A CHISELED SQUARE.  THIS MARK MAY BE REACHED FROM
 KE0132'THE JUNCTION OF U.S. HIGHWAY 71 AND LITTLE BLUE ROAD BY GOING
 KE0132'1.6 MILES NORTH ALONG U.S. HIGHWAY 71, THENCE 0.8 MILE EAST
 KE0132'CROSSING THE PRESENT RAILROAD TO THE OLD GRADE, AND 100 YARDS
 KE0132'SOUTH TO THE OLD SEMAPHORE BASE.  U.S. HIGHWAY 71 BYPASS IS
 KE0132'NOW JACKSON COUNTY ROAD V.
 KE0132
 KE0132                          STATION RECOVERY (1981)
 KE0132
 KE0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0132'IN THE SOUTHEAST PART OF KANSAS CITY, 0.5 MILE EAST ALONG 59TH STREET
 KE0132'FROM THE JUNCTION WITH NOLAND ROAD, THENCE SOUTH ALONG A TRACK ROAD
 KE0132'WHICH IS AN OLD RAILROAD BED, FOR 100 YARDS TO TWO OLD CONCRETE
 KE0132'SEMAPHORE BASES AND TO BENCH MARK, A CHISELED SQUARE AT THE CENTER OF
 KE0132'THE WEST EDGE OF THE OLD SEMAPHORE BASE AT THE EAST EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0191 ***********************************************************************
 JC0191  DESIGNATION -  413.995
 JC0191  PID         -  JC0191
 JC0191  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0191  USGS QUAD   -  CAHOKIA (1993)
 JC0191
 JC0191                         *CURRENT SURVEY CONTROL
 JC0191  ___________________________________________________________________
 JC0191* NAD 83(1986)-  38 37 26.     (N)    090 11 00.     (W)     SCALED    
 JC0191* NAVD 88     -       126.072  (meters)     413.62   (feet)  ADJUSTED  
 JC0191  ___________________________________________________________________
 JC0191  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JC0191  DYNAMIC HT  -         125.991 (meters)     413.36  (feet)  COMP
 JC0191  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 JC0191
 JC0191  VERT ORDER  -  FIRST     CLASS II
 JC0191
 JC0191.The horizontal coordinates were scaled from a topographic map and have
 JC0191.an estimated accuracy of +/- 6 seconds.
 JC0191
 JC0191.The orthometric height was determined by differential leveling
 JC0191.and adjusted by the National Geodetic Survey in June 1991..
 JC0191
 JC0191.The geoid height was determined by GEOID03.
 JC0191
 JC0191.The dynamic height is computed by dividing the NAVD 88
 JC0191.geopotential number by the normal gravity value computed on the
 JC0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0191.degrees latitude (g = 980.6199 gals.).
 JC0191
 JC0191.The modeled gravity was interpolated from observed gravity values.
 JC0191
 JC0191;                    North         East    Units  Estimated Accuracy
 JC0191;SPC MO E     -   309,730.      277,580.      MT  (+/- 180 meters Scaled)
 JC0191
 JC0191                          SUPERSEDED SURVEY CONTROL
 JC0191
 JC0191  NGVD 29 (??/??/92)  126.18   (m)          414.0    (f) COMPUTED    1 2
 JC0191
 JC0191.Superseded values are not recommended for survey control.
 JC0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0191.See file dsdata.txt to determine how the superseded data were derived.
 JC0191
 JC0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC452788(NAD 83)
 JC0191_MARKER: Q = CHISELED SQUARE
 JC0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0191_SP_SET: BUILDING
 JC0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0191
 JC0191  HISTORY     - Date     Condition        Report By
 JC0191  HISTORY     - UNK      MONUMENTED
 JC0191  HISTORY     - 1946     GOOD             NGS
 JC0191  HISTORY     - 1969     MARK NOT FOUND
 JC0191
 JC0191                          STATION DESCRIPTION
 JC0191
 JC0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0191'AT ST LOUIS.
 JC0191'AT ST. LOUIS, NEAR THE EAST END OF MARKET STREET, ON THE WEST
 JC0191'FACE OF THE CITY OF ST. LOUIS HARBOR OFFICE BUILDING, ON TOP
 JC0191'OF THE THIRD STONE FROM THE BOTTOM OF THE FOUNDATION OF THE
 JC0191'BUILDING AND 0.5 FOOT NORTH OF THE SOUTHWEST CORNER.  THE HIGHEST
 JC0191'POINT WITHIN A CHISELED SQUARE.
 JC0191
 JC0191                          STATION RECOVERY (1969)
 JC0191
 JC0191'RECOVERED 1969
 JC0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1135 ***********************************************************************
 KE1135  DESIGNATION -  42 A
 KE1135  PID         -  KE1135
 KE1135  STATE/COUNTY-  MO/JACKSON
 KE1135  USGS QUAD   -  INDEPENDENCE (1990)
 KE1135
 KE1135                         *CURRENT SURVEY CONTROL
 KE1135  ___________________________________________________________________
 KE1135* NAD 83(1986)-  39 02 32.     (N)    094 25 17.     (W)     SCALED    
 KE1135* NAVD 88     -       298.898  (meters)     980.63   (feet)  ADJUSTED  
 KE1135  ___________________________________________________________________
 KE1135  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE1135  DYNAMIC HT  -         298.703 (meters)     979.99  (feet)  COMP
 KE1135  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 KE1135
 KE1135  VERT ORDER  -  SECOND    CLASS II
 KE1135
 KE1135.The horizontal coordinates were scaled from a topographic map and have
 KE1135.an estimated accuracy of +/- 6 seconds.
 KE1135
 KE1135.The orthometric height was determined by differential leveling
 KE1135.and adjusted by the National Geodetic Survey in June 1991..
 KE1135
 KE1135.The geoid height was determined by GEOID03.
 KE1135
 KE1135.The dynamic height is computed by dividing the NAVD 88
 KE1135.geopotential number by the normal gravity value computed on the
 KE1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1135.degrees latitude (g = 980.6199 gals.).
 KE1135
 KE1135.The modeled gravity was interpolated from observed gravity values.
 KE1135
 KE1135;                    North         East    Units  Estimated Accuracy
 KE1135;SPC MO W     -   319,140.      856,810.      MT  (+/- 180 meters Scaled)
 KE1135
 KE1135                          SUPERSEDED SURVEY CONTROL
 KE1135
 KE1135  NGVD 29 (??/??/92)  298.81   (m)          980.3    (f) COMPUTED    2 2
 KE1135
 KE1135.Superseded values are not recommended for survey control.
 KE1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1135.See file dsdata.txt to determine how the superseded data were derived.
 KE1135
 KE1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD769224(NAD 83)
 KE1135_MARKER: Q = CHISELED SQUARE
 KE1135_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KE1135+WITH SETTING: PAVEMENT
 KE1135_SP_SET: SEMAPHORE BASE
 KE1135_MARK LOGO: NONE  
 KE1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1135+STABILITY: SURFACE MOTION
 KE1135
 KE1135  HISTORY     - Date     Condition        Report By
 KE1135  HISTORY     - 1938     MONUMENTED       USGS
 KE1135
 KE1135                          STATION DESCRIPTION
 KE1135
 KE1135'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 KE1135'6.0 KM (3.70 MI) SE FROM INDEPENDENCE.
 KE1135'7.57 42 A, 0.6 MILE NORTH OF OVER PASS ON U.S. HWY. 40, ALONG THE
 KE1135'MISSOURI PACIFIC RAILROAD, 10 FEET EAST OF TRACK, ON CONCRETE BASE OF
 KE1135'SEMAPHORE 266.9, A CHISELED SQUARE.  NOTE,
 KE1135'TRACK REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0256 ***********************************************************************
 JC0256  DESIGNATION -  420
 JC0256  PID         -  JC0256
 JC0256  STATE/COUNTY-  MO/JEFFERSON
 JC0256  USGS QUAD   -  HERCULANEUM (1993)
 JC0256
 JC0256                         *CURRENT SURVEY CONTROL
 JC0256  ___________________________________________________________________
 JC0256* NAD 83(1986)-  38 15 58.     (N)    090 25 28.     (W)     SCALED    
 JC0256* NAVD 88     -       127.958  (meters)     419.81   (feet)  ADJUSTED  
 JC0256  ___________________________________________________________________
 JC0256  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JC0256  DYNAMIC HT  -         127.874 (meters)     419.53  (feet)  COMP
 JC0256  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 JC0256
 JC0256  VERT ORDER  -  SECOND    CLASS 0
 JC0256
 JC0256.The horizontal coordinates were scaled from a topographic map and have
 JC0256.an estimated accuracy of +/- 6 seconds.
 JC0256
 JC0256.The orthometric height was determined by differential leveling
 JC0256.and adjusted by the National Geodetic Survey in June 1991..
 JC0256
 JC0256.The geoid height was determined by GEOID03.
 JC0256
 JC0256.The dynamic height is computed by dividing the NAVD 88
 JC0256.geopotential number by the normal gravity value computed on the
 JC0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0256.degrees latitude (g = 980.6199 gals.).
 JC0256
 JC0256.The modeled gravity was interpolated from observed gravity values.
 JC0256
 JC0256;                    North         East    Units  Estimated Accuracy
 JC0256;SPC MO E     -   269,970.      256,610.      MT  (+/- 180 meters Scaled)
 JC0256
 JC0256                          SUPERSEDED SURVEY CONTROL
 JC0256
 JC0256  NGVD 29 (??/??/92)  128.078  (m)          420.20   (f) ADJ UNCH    2 0
 JC0256
 JC0256.Superseded values are not recommended for survey control.
 JC0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0256.See file dsdata.txt to determine how the superseded data were derived.
 JC0256
 JC0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC253384(NAD 83)
 JC0256_MARKER: P = PIPE CAP
 JC0256_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0256_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0256_STAMPING: 420 MO 1913
 JC0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0256
 JC0256  HISTORY     - Date     Condition        Report By
 JC0256  HISTORY     - 1913     MONUMENTED       USGS
 JC0256  HISTORY     - 1935     GOOD             NGS
 JC0256  HISTORY     - 1987     GOOD             USPSQD
 JC0256
 JC0256                          STATION DESCRIPTION
 JC0256
 JC0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0256'2.1 MI S FROM PEVELY.
 JC0256'2.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0256'STATION AT PEVELY, JEFFERSON COUNTY, 112 FEET NORTHWEST OF THE
 JC0256'WEST CORNER OF THE STATION AT HORINE, 29 FEET SOUTHWEST OF THE
 JC0256'CENTER OF THE INTERSECTION OF TWO ROADS, AND 31 FEET WEST OF A
 JC0256'PUMP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 JC0256'420 MO 1913 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 JC0256
 JC0256                          STATION RECOVERY (1987)
 JC0256
 JC0256'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNS)
 JC0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0140 ***********************************************************************
 KE0140  DESIGNATION -  43 A
 KE0140  PID         -  KE0140
 KE0140  STATE/COUNTY-  MO/JACKSON
 KE0140  USGS QUAD   -  INDEPENDENCE (1990)
 KE0140
 KE0140                         *CURRENT SURVEY CONTROL
 KE0140  ___________________________________________________________________
 KE0140* NAD 83(1986)-  39 04 44.     (N)    094 25 12.     (W)     SCALED    
 KE0140* NAVD 88     -       301.075  (meters)     987.78   (feet)  ADJUSTED  
 KE0140  ___________________________________________________________________
 KE0140  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0140  DYNAMIC HT  -         300.879 (meters)     987.13  (feet)  COMP
 KE0140  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 KE0140
 KE0140  VERT ORDER  -  FIRST     CLASS II
 KE0140
 KE0140.The horizontal coordinates were scaled from a topographic map and have
 KE0140.an estimated accuracy of +/- 6 seconds.
 KE0140
 KE0140.The orthometric height was determined by differential leveling
 KE0140.and adjusted by the National Geodetic Survey in June 1991..
 KE0140
 KE0140.The geoid height was determined by GEOID03.
 KE0140
 KE0140.The dynamic height is computed by dividing the NAVD 88
 KE0140.geopotential number by the normal gravity value computed on the
 KE0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0140.degrees latitude (g = 980.6199 gals.).
 KE0140
 KE0140.The modeled gravity was interpolated from observed gravity values.
 KE0140
 KE0140;                    North         East    Units  Estimated Accuracy
 KE0140;SPC MO W     -   323,210.      856,920.      MT  (+/- 180 meters Scaled)
 KE0140
 KE0140                          SUPERSEDED SURVEY CONTROL
 KE0140
 KE0140  NGVD 29 (??/??/92)  300.987  (m)          987.49   (f) ADJ UNCH    1 2
 KE0140
 KE0140.Superseded values are not recommended for survey control.
 KE0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0140.See file dsdata.txt to determine how the superseded data were derived.
 KE0140
 KE0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD771264(NAD 83)
 KE0140_MARKER: Q = CHISELED SQUARE
 KE0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0140_SP_SET: CONCRETE BASE
 KE0140_MARK LOGO: NONE  
 KE0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0140
 KE0140  HISTORY     - Date     Condition        Report By
 KE0140  HISTORY     - 1938     MONUMENTED       USGS
 KE0140  HISTORY     - 1950     GOOD             NGS
 KE0140  HISTORY     - 1981     MARK NOT FOUND   NGS
 KE0140  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0140
 KE0140                          STATION DESCRIPTION
 KE0140
 KE0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0140'1.3 MI SE FROM INDEPENDENCE.
 KE0140'1.3 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0140'THE STATION AT INDEPENDENCE, AT THE CROSSING OF ALTON AVENUE,
 KE0140'43.6 FEET WEST OF BENCH MARK E 231, 7.5 FEET WEST OF THE WEST
 KE0140'RAIL, OF THE MAIN TRACK, A CHISELED SQUARE IN THE TOP OF A
 KE0140'CONCRETE SIGNAL BASE FROM WHICH THE LIGHT HAS BEEN REMOVED.
 KE0140
 KE0140                          STATION RECOVERY (1981)
 KE0140
 KE0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0140'MARK NOT FOUND.
 KE0140
 KE0140                          STATION RECOVERY (2001)
 KE0140
 KE0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0140'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0499 ***********************************************************************
 JC0499  DESIGNATION -  43=13/1 BOLT
 JC0499  PID         -  JC0499
 JC0499  STATE/COUNTY-  MO/FRANKLIN
 JC0499  USGS QUAD   -  LABADIE (1980)
 JC0499
 JC0499                         *CURRENT SURVEY CONTROL
 JC0499  ___________________________________________________________________
 JC0499* NAD 83(1986)-  38 32 27.     (N)    090 51 25.     (W)     SCALED    
 JC0499* NAVD 88     -       142.643  (meters)     467.99   (feet)  ADJUSTED  
 JC0499  ___________________________________________________________________
 JC0499  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JC0499  DYNAMIC HT  -         142.551 (meters)     467.69  (feet)  COMP
 JC0499  MODELED GRAV-     979,976.1   (mgal)                       NAVD 88
 JC0499
 JC0499  VERT ORDER  -  FIRST     CLASS II
 JC0499
 JC0499.The horizontal coordinates were scaled from a topographic map and have
 JC0499.an estimated accuracy of +/- 6 seconds.
 JC0499
 JC0499.The orthometric height was determined by differential leveling
 JC0499.and adjusted by the National Geodetic Survey in June 1991..
 JC0499
 JC0499.The geoid height was determined by GEOID03.
 JC0499
 JC0499.The dynamic height is computed by dividing the NAVD 88
 JC0499.geopotential number by the normal gravity value computed on the
 JC0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0499.degrees latitude (g = 980.6199 gals.).
 JC0499
 JC0499.The modeled gravity was interpolated from observed gravity values.
 JC0499
 JC0499;                    North         East    Units  Estimated Accuracy
 JC0499;SPC MO E     -   300,520.      218,880.      MT  (+/- 180 meters Scaled)
 JC0499
 JC0499                          SUPERSEDED SURVEY CONTROL
 JC0499
 JC0499  NGVD 29 (??/??/92)  142.713  (m)          468.22   (f) ADJ UNCH    1 2
 JC0499
 JC0499.Superseded values are not recommended for survey control.
 JC0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0499.See file dsdata.txt to determine how the superseded data were derived.
 JC0499
 JC0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC867680(NAD 83)
 JC0499_MARKER: B = BOLT
 JC0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0499_SP_SET: STONE
 JC0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0499+STABILITY: SURFACE MOTION
 JC0499
 JC0499  HISTORY     - Date     Condition        Report By
 JC0499  HISTORY     - UNK      MONUMENTED       MORC
 JC0499  HISTORY     - 1934     GOOD             NGS
 JC0499  HISTORY     - 1946     GOOD             NGS
 JC0499  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0499
 JC0499                          STATION DESCRIPTION
 JC0499
 JC0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0499'1 MI NW FROM LABADIE.
 JC0499'ABOUT ONE MILE NORTHWEST ALONG THE ABANDONED GRADE OF THE
 JC0499'MISSOURI PACIFIC RR FROM LABADIE, FRANKLIN COUNTY, 33 YDS W OF
 JC0499'THE W END OF THE N SIDE OF A 40-FOOT ROCK CUT, AT THE FOOT OF A
 JC0499'HIGH BLUFF, 65 FT S OF A 4-FOOT OAK TREE, 50 FT N OF THE CENTERLINE
 JC0499'OF THE OLD RR GRADE (USED AS A WAGON ROAD), 15 YDS S OF A SMALL
 JC0499'DRAINAGE DITCH, 10 FT N OF A FENCE RUNNING N THROUGH FIELDS, 2
 JC0499'FT S OF AN E-AND-W FENCE, 0.4 FT W OF A WHITE WITNESS POST, AND
 JC0499'ABOUT 20 FT BELOW THE LEVEL OF THE GRADE.  A COPPER BOLT LEADED
 JC0499'IN THE TOP OF A STONE 18 IN SQUARE AND SET 3-1/2 FT UNDERGROUND.
 JC0499
 JC0499                          STATION RECOVERY (1946)
 JC0499
 JC0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 JC0499'RECOVERED IN GOOD CONDITION.
 JC0499
 JC0499                          STATION RECOVERY (1986)
 JC0499
 JC0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0498 ***********************************************************************
 JC0498  DESIGNATION -  43=13/1 CAP
 JC0498  PID         -  JC0498
 JC0498  STATE/COUNTY-  MO/FRANKLIN
 JC0498  USGS QUAD   -  LABADIE (1980)
 JC0498
 JC0498                         *CURRENT SURVEY CONTROL
 JC0498  ___________________________________________________________________
 JC0498* NAD 83(1986)-  38 32 27.     (N)    090 51 25.     (W)     SCALED    
 JC0498* NAVD 88     -       143.901  (meters)     472.12   (feet)  ADJUSTED  
 JC0498  ___________________________________________________________________
 JC0498  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JC0498  DYNAMIC HT  -         143.807 (meters)     471.81  (feet)  COMP
 JC0498  MODELED GRAV-     979,976.1   (mgal)                       NAVD 88
 JC0498
 JC0498  VERT ORDER  -  FIRST     CLASS II
 JC0498
 JC0498.The horizontal coordinates were scaled from a topographic map and have
 JC0498.an estimated accuracy of +/- 6 seconds.
 JC0498
 JC0498.The orthometric height was determined by differential leveling
 JC0498.and adjusted by the National Geodetic Survey in June 1991..
 JC0498.WARNING-Repeat measurements at this control monument indicate possible
 JC0498.vertical movement.
 JC0498
 JC0498.The geoid height was determined by GEOID03.
 JC0498
 JC0498.The dynamic height is computed by dividing the NAVD 88
 JC0498.geopotential number by the normal gravity value computed on the
 JC0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0498.degrees latitude (g = 980.6199 gals.).
 JC0498
 JC0498.The modeled gravity was interpolated from observed gravity values.
 JC0498
 JC0498;                    North         East    Units  Estimated Accuracy
 JC0498;SPC MO E     -   300,520.      218,880.      MT  (+/- 180 meters Scaled)
 JC0498
 JC0498                          SUPERSEDED SURVEY CONTROL
 JC0498
 JC0498  NGVD 29 (??/??/92)  143.971  (m)          472.34   (f) ADJ UNCH    1 2
 JC0498
 JC0498.Superseded values are not recommended for survey control.
 JC0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0498.See file dsdata.txt to determine how the superseded data were derived.
 JC0498
 JC0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC867680(NAD 83)
 JC0498_MARKER: P = PIPE CAP
 JC0498_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0498_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0498
 JC0498  HISTORY     - Date     Condition        Report By
 JC0498  HISTORY     - UNK      MONUMENTED       MORC
 JC0498  HISTORY     - 1934     GOOD             NGS
 JC0498  HISTORY     - 1946     GOOD             NGS
 JC0498  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0498
 JC0498                          STATION DESCRIPTION
 JC0498
 JC0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0498'1 MI NW FROM LABADIE.
 JC0498'ABOUT ONE MILE NORTHWEST ALONG THE ABANDONED GRADE OF THE
 JC0498'MISSOURI PACIFIC RR FROM LABADIE, FRANKLIN COUNTY, 33 YDS W OF
 JC0498'THE W END OF THE N SIDE OF A 40-FOOT ROCK CUT, AT THE FOOT OF A
 JC0498'HIGH BLUFF, 65 FT S OF A 4-FOOT OAK TREE, 50 FT N OF THE CENTERLINE
 JC0498'OF THE OLD RR GRADE (USED AS A WAGON ROAD), 15 YDS S OF A SMALL
 JC0498'DRAINAGE DITCH, 10 FT N OF A FENCE RUNNING N THROUGH FIELDS,
 JC0498'2 FT S OF AN E-AND-W FENCE, 0.4 FT W OF A WHITE WITNESS POST,
 JC0498'AND ABOUT 20 FT BELOW THE LEVEL OF THE GRADE.  AN IRON PIPE
 JC0498'PROJECTING ABOUT 6 IN ABOVE GROUND AND BEARING A MISSOURI RIVER
 JC0498'COMMISSION STANDARD CAP.
 JC0498
 JC0498                          STATION RECOVERY (1946)
 JC0498
 JC0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 JC0498'RECOVERED IN GOOD CONDITION.
 JC0498
 JC0498                          STATION RECOVERY (1986)
 JC0498
 JC0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0344 ***********************************************************************
 JC0344  DESIGNATION -  434
 JC0344  PID         -  JC0344
 JC0344  STATE/COUNTY-  MO/JEFFERSON
 JC0344  USGS QUAD   -  FESTUS (1982)
 JC0344
 JC0344                         *CURRENT SURVEY CONTROL
 JC0344  ___________________________________________________________________
 JC0344* NAD 83(1986)-  38 12 09.     (N)    090 28 41.     (W)     SCALED    
 JC0344* NAVD 88     -       132.170  (meters)     433.63   (feet)  ADJUSTED  
 JC0344  ___________________________________________________________________
 JC0344  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 JC0344  DYNAMIC HT  -         132.083 (meters)     433.34  (feet)  COMP
 JC0344  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 JC0344
 JC0344  VERT ORDER  -  SECOND    CLASS 0
 JC0344
 JC0344.The horizontal coordinates were scaled from a topographic map and have
 JC0344.an estimated accuracy of +/- 6 seconds.
 JC0344
 JC0344.The orthometric height was determined by differential leveling
 JC0344.and adjusted by the National Geodetic Survey in June 1991..
 JC0344
 JC0344.The geoid height was determined by GEOID03.
 JC0344
 JC0344.The dynamic height is computed by dividing the NAVD 88
 JC0344.geopotential number by the normal gravity value computed on the
 JC0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0344.degrees latitude (g = 980.6199 gals.).
 JC0344
 JC0344.The modeled gravity was interpolated from observed gravity values.
 JC0344
 JC0344;                    North         East    Units  Estimated Accuracy
 JC0344;SPC MO E     -   262,910.      251,920.      MT  (+/- 180 meters Scaled)
 JC0344
 JC0344                          SUPERSEDED SURVEY CONTROL
 JC0344
 JC0344  NGVD 29 (??/??/92)  132.275  (m)          433.97   (f) ADJ UNCH    2 0
 JC0344
 JC0344.Superseded values are not recommended for survey control.
 JC0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0344.See file dsdata.txt to determine how the superseded data were derived.
 JC0344
 JC0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC208312(NAD 83)
 JC0344_MARKER: DD = SURVEY DISK
 JC0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0344_SP_SET: CULVERT
 JC0344_STAMPING: MO 434
 JC0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0344
 JC0344  HISTORY     - Date     Condition        Report By
 JC0344  HISTORY     - UNK      MONUMENTED       USGS
 JC0344  HISTORY     - 1935     GOOD             NGS
 JC0344  HISTORY     - 1967     GOOD             NGS
 JC0344
 JC0344                          STATION DESCRIPTION
 JC0344
 JC0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0344'AT HEMATITE.
 JC0344'AT HEMATITE, JEFFERSON COUNTY, 100 FEET NORTHEAST OF THE MISSOURI
 JC0344'PACIFIC RAILROAD STATION, AT A CONCRETE CULVERT, AND IN THE
 JC0344'TOP OF THE HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JC0344'DISK, STAMPED MO 434.
 JC0344
 JC0344                          STATION RECOVERY (1967)
 JC0344
 JC0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JC0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0501 ***********************************************************************
 JC0501  DESIGNATION -  44
 JC0501  PID         -  JC0501
 JC0501  STATE/COUNTY-  MO/FRANKLIN
 JC0501  USGS QUAD   -  WASHINGTON EAST (1972)
 JC0501
 JC0501                         *CURRENT SURVEY CONTROL
 JC0501  ___________________________________________________________________
 JC0501* NAD 83(1986)-  38 32 02.     (N)    090 52 54.     (W)     SCALED    
 JC0501* NAVD 88     -       147.882  (meters)     485.18   (feet)  ADJUSTED  
 JC0501  ___________________________________________________________________
 JC0501  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JC0501  DYNAMIC HT  -         147.786 (meters)     484.86  (feet)  COMP
 JC0501  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 JC0501
 JC0501  VERT ORDER  -  FIRST     CLASS II
 JC0501
 JC0501.The horizontal coordinates were scaled from a topographic map and have
 JC0501.an estimated accuracy of +/- 6 seconds.
 JC0501
 JC0501.The orthometric height was determined by differential leveling
 JC0501.and adjusted by the National Geodetic Survey in June 1991..
 JC0501
 JC0501.The geoid height was determined by GEOID03.
 JC0501
 JC0501.The dynamic height is computed by dividing the NAVD 88
 JC0501.geopotential number by the normal gravity value computed on the
 JC0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0501.degrees latitude (g = 980.6199 gals.).
 JC0501
 JC0501.The modeled gravity was interpolated from observed gravity values.
 JC0501
 JC0501;                    North         East    Units  Estimated Accuracy
 JC0501;SPC MO E     -   299,760.      216,720.      MT  (+/- 180 meters Scaled)
 JC0501
 JC0501                          SUPERSEDED SURVEY CONTROL
 JC0501
 JC0501  NGVD 29 (??/??/92)  147.951  (m)          485.40   (f) ADJ UNCH    1 2
 JC0501
 JC0501.Superseded values are not recommended for survey control.
 JC0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0501.See file dsdata.txt to determine how the superseded data were derived.
 JC0501
 JC0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC846671(NAD 83)
 JC0501_MARKER: B = BOLT
 JC0501_SETTING: 66 = SET IN ROCK OUTCROP
 JC0501_SP_SET: ROCK LEDGE
 JC0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0501+STABILITY: POSITION/ELEVATION WELL
 JC0501
 JC0501  HISTORY     - Date     Condition        Report By
 JC0501  HISTORY     - UNK      MONUMENTED       MORC
 JC0501  HISTORY     - 1946     GOOD             NGS
 JC0501  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0501
 JC0501                          STATION DESCRIPTION
 JC0501
 JC0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0501'0.6 MI E FROM BOLES.
 JC0501'0.6 MILE EAST ALONG THE ABANDONED GRADE OF THE MISSOURI PACIFIC
 JC0501'RAILROAD FROM THE STATION AT BOLES, FRANKLIN COUNTY, 14 YARDS
 JC0501'EAST OF CONCRETE BRIDGE D 2, AT THE WEST END OF A HIGH CLIFF, 5
 JC0501'YARDS SOUTH OF THE CENTER OF A FARM-ROAD CROSSING, IN A ROCK
 JC0501'LEDGE, 18 INCHES BELOW AND ONE FOOT NORTH OF A SMALL STUMP
 JC0501'GROWING OUT OF THE LEDGE, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 JC0501'THE GROUND.  A PUNCH MARK ON THE END OF A COPPER BOLT, LEADED
 JC0501'HORIZONTALLY AND SURROUNDED BY THE CHISELED LETTERS USPBM.
 JC0501
 JC0501                          STATION RECOVERY (1986)
 JC0501
 JC0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0146 ***********************************************************************
 KE0146  DESIGNATION -  44 A
 KE0146  PID         -  KE0146
 KE0146  STATE/COUNTY-  MO/JACKSON
 KE0146  USGS QUAD   -  INDEPENDENCE (1990)
 KE0146
 KE0146                         *CURRENT SURVEY CONTROL
 KE0146  ___________________________________________________________________
 KE0146* NAD 83(1986)-  39 05 42.     (N)    094 27 08.     (W)     SCALED    
 KE0146* NAVD 88     -       265.528  (meters)     871.15   (feet)  ADJUSTED  
 KE0146  ___________________________________________________________________
 KE0146  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0146  DYNAMIC HT  -         265.357 (meters)     870.59  (feet)  COMP
 KE0146  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 KE0146
 KE0146  VERT ORDER  -  FIRST     CLASS II
 KE0146
 KE0146.The horizontal coordinates were scaled from a topographic map and have
 KE0146.an estimated accuracy of +/- 6 seconds.
 KE0146
 KE0146.The orthometric height was determined by differential leveling
 KE0146.and adjusted by the National Geodetic Survey in June 1991..
 KE0146
 KE0146.The geoid height was determined by GEOID03.
 KE0146
 KE0146.The dynamic height is computed by dividing the NAVD 88
 KE0146.geopotential number by the normal gravity value computed on the
 KE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0146.degrees latitude (g = 980.6199 gals.).
 KE0146
 KE0146.The modeled gravity was interpolated from observed gravity values.
 KE0146
 KE0146;                    North         East    Units  Estimated Accuracy
 KE0146;SPC MO W     -   325,000.      854,130.      MT  (+/- 180 meters Scaled)
 KE0146
 KE0146                          SUPERSEDED SURVEY CONTROL
 KE0146
 KE0146  NGVD 29 (??/??/92)  265.443  (m)          870.87   (f) ADJ UNCH    1 2
 KE0146
 KE0146.Superseded values are not recommended for survey control.
 KE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0146.See file dsdata.txt to determine how the superseded data were derived.
 KE0146
 KE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD744283(NAD 83)
 KE0146_MARKER: Q = CHISELED SQUARE
 KE0146_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0146_SP_SET: OVERPASS ABUTMENT
 KE0146_MARK LOGO: NONE  
 KE0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0146
 KE0146  HISTORY     - Date     Condition        Report By
 KE0146  HISTORY     - 1938     MONUMENTED       USGS
 KE0146  HISTORY     - 1950     GOOD             NGS
 KE0146  HISTORY     - 1981     GOOD             NGS
 KE0146  HISTORY     - 20010331 GOOD             NGS
 KE0146
 KE0146                          STATION DESCRIPTION
 KE0146
 KE0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0146'1.5 MI NW FROM INDEPENDENCE.
 KE0146'1.5 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0146'THE STATION AT INDEPENDENCE, AT A CONCRETE OVERPASS OVER VAN
 KE0146'HORN ROAD AND U.S. HIGHWAY 240, 9 FEET NORTHEAST OF THE NORTHEAST
 KE0146'RAIL, 41.8 FEET NORTHEAST OF BENCH MARK C 231, SET IN THE
 KE0146'TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE
 KE0146'OVERPASS.
 KE0146
 KE0146                          STATION RECOVERY (1981)
 KE0146
 KE0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0146'RECOVERED IN GOOD CONDITION.
 KE0146
 KE0146                          STATION RECOVERY (2001)
 KE0146
 KE0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0146'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0108 ***********************************************************************
 KE0108  DESIGNATION -  45 A
 KE0108  PID         -  KE0108
 KE0108  STATE/COUNTY-  MO/JACKSON
 KE0108  USGS QUAD   -  INDEPENDENCE (1990)
 KE0108
 KE0108                         *CURRENT SURVEY CONTROL
 KE0108  ___________________________________________________________________
 KE0108* NAD 83(1986)-  39 06 52.     (N)    094 28 54.     (W)     SCALED    
 KE0108* NAVD 88     -       227.202  (meters)     745.41   (feet)  ADJUSTED  
 KE0108  ___________________________________________________________________
 KE0108  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0108  DYNAMIC HT  -         227.057 (meters)     744.94  (feet)  COMP
 KE0108  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 KE0108
 KE0108  VERT ORDER  -  FIRST     CLASS II
 KE0108
 KE0108.The horizontal coordinates were scaled from a topographic map and have
 KE0108.an estimated accuracy of +/- 6 seconds.
 KE0108
 KE0108.The orthometric height was determined by differential leveling
 KE0108.and adjusted by the National Geodetic Survey in June 1991..
 KE0108
 KE0108.The geoid height was determined by GEOID03.
 KE0108
 KE0108.The dynamic height is computed by dividing the NAVD 88
 KE0108.geopotential number by the normal gravity value computed on the
 KE0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0108.degrees latitude (g = 980.6199 gals.).
 KE0108
 KE0108.The modeled gravity was interpolated from observed gravity values.
 KE0108
 KE0108;                    North         East    Units  Estimated Accuracy
 KE0108;SPC MO W     -   327,150.      851,590.      MT  (+/- 180 meters Scaled)
 KE0108
 KE0108                          SUPERSEDED SURVEY CONTROL
 KE0108
 KE0108  NGVD 29 (??/??/92)  227.123  (m)          745.15   (f) ADJ UNCH    1 2
 KE0108
 KE0108.Superseded values are not recommended for survey control.
 KE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0108.See file dsdata.txt to determine how the superseded data were derived.
 KE0108
 KE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD719305(NAD 83)
 KE0108_MARKER: Q = CHISELED SQUARE
 KE0108_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KE0108+WITH SETTING: PAVEMENT
 KE0108_SP_SET: CONCRETE SLAB
 KE0108_MARK LOGO: NONE  
 KE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0108+STABILITY: SURFACE MOTION
 KE0108
 KE0108  HISTORY     - Date     Condition        Report By
 KE0108  HISTORY     - 1938     MONUMENTED       USGS
 KE0108  HISTORY     - 1960     GOOD             NGS
 KE0108  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0108
 KE0108                          STATION DESCRIPTION
 KE0108
 KE0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KE0108'AT KANSAS CITY.
 KE0108'AT KANSAS CITY, ON THE MISSOURI PACIFIC RAILROAD, ABOUT 500.0
 KE0108'FEET NORTHWEST OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0108'OVERHEAD BRIDGE, CUT AT THE SOUTHWEST CORNER OF THE CONCRETE
 KE0108'SLAB AT THE NORTH END OF THE WOODEN WALKWAY ACROSS THE TRACKS,
 KE0108'9.7 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK
 KE0108'BUILDING OF THE K.C. TERMINAL TOWER 9, ROCK CREEK JCT., 11.2
 KE0108'FEET NORTH OF THE NORTH RAIL OF THE MOST NORTHERLY MAIN TRACK,
 KE0108'4.6 FEET SOUTH OF THE BOTTOM PIPE OF THE SOUTH HAND RAIL FOR
 KE0108'THE STEPS AT THE MAIN OR EAST ENTRANCE TO THE TOWER, 0.4 FOOT
 KE0108'NORTH OF THE SOUTH EDGE AND 0.3 FOOT EAST OF THE WEST EDGE OF
 KE0108'THE SLAB.  MARK IS LOCATED ABOUT 2.6 MILES SOUTHWEST OF THE
 KE0108'STATION AT SUGAR CREEK AND IS 0.65 MILE SOUTHEAST OF THE MISSOURI
 KE0108'PACIFIC RAILROAD BRIDGE OVER BIG BLUE RIVER.
 KE0108
 KE0108                          STATION RECOVERY (1986)
 KE0108
 KE0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0432 ***********************************************************************
 JC0432  DESIGNATION -  452
 JC0432  PID         -  JC0432
 JC0432  STATE/COUNTY-  MO/JEFFERSON
 JC0432  USGS QUAD   -  DE SOTO (1981)
 JC0432
 JC0432                         *CURRENT SURVEY CONTROL
 JC0432  ___________________________________________________________________
 JC0432* NAD 83(1986)-  38 10 56.     (N)    090 30 29.     (W)     SCALED    
 JC0432* NAVD 88     -       137.734  (meters)     451.88   (feet)  ADJUSTED  
 JC0432  ___________________________________________________________________
 JC0432  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 JC0432  DYNAMIC HT  -         137.643 (meters)     451.58  (feet)  COMP
 JC0432  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 JC0432
 JC0432  VERT ORDER  -  SECOND    CLASS 0
 JC0432
 JC0432.The horizontal coordinates were scaled from a topographic map and have
 JC0432.an estimated accuracy of +/- 6 seconds.
 JC0432
 JC0432.The orthometric height was determined by differential leveling
 JC0432.and adjusted by the National Geodetic Survey in June 1991..
 JC0432
 JC0432.The geoid height was determined by GEOID03.
 JC0432
 JC0432.The dynamic height is computed by dividing the NAVD 88
 JC0432.geopotential number by the normal gravity value computed on the
 JC0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0432.degrees latitude (g = 980.6199 gals.).
 JC0432
 JC0432.The modeled gravity was interpolated from observed gravity values.
 JC0432
 JC0432;                    North         East    Units  Estimated Accuracy
 JC0432;SPC MO E     -   260,660.      249,290.      MT  (+/- 180 meters Scaled)
 JC0432
 JC0432                          SUPERSEDED SURVEY CONTROL
 JC0432
 JC0432  NGVD 29 (??/??/92)  137.832  (m)          452.20   (f) ADJ UNCH    2 0
 JC0432
 JC0432.Superseded values are not recommended for survey control.
 JC0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0432.See file dsdata.txt to determine how the superseded data were derived.
 JC0432
 JC0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC182289(NAD 83)
 JC0432_MARKER: DD = SURVEY DISK
 JC0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0432_SP_SET: STONE
 JC0432_STAMPING: MO 452 1913
 JC0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0432+STABILITY: SURFACE MOTION
 JC0432
 JC0432  HISTORY     - Date     Condition        Report By
 JC0432  HISTORY     - 1913     MONUMENTED       USGS
 JC0432  HISTORY     - 1935     GOOD             NGS
 JC0432  HISTORY     - 19930202 MARK NOT FOUND   MODNR
 JC0432
 JC0432                          STATION DESCRIPTION
 JC0432
 JC0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0432'1 MI N FROM VICTORIA.
 JC0432'1.0 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0432'STATION AT VICTORIA, JEFFERSON COUNTY, AT BRIDGE NO. 28, AND
 JC0432'IN THE TOP OF THE EAST END OF THE NORTH STONE RETAINING WALL.
 JC0432'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED MO. 452 1913.
 JC0432
 JC0432                          STATION RECOVERY (1993)
 JC0432
 JC0432'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 JC0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0246 ***********************************************************************
 HC0246  DESIGNATION -  459.8
 HC0246  PID         -  HC0246
 HC0246  STATE/COUNTY-  MO/WAYNE
 HC0246  USGS QUAD   -  MILL SPRING (1985)
 HC0246
 HC0246                         *CURRENT SURVEY CONTROL
 HC0246  ___________________________________________________________________
 HC0246* NAD 83(1986)-  37 06 18.     (N)    090 42 55.     (W)     SCALED    
 HC0246* NAVD 88     -       140.107  (meters)     459.67   (feet)  ADJUSTED  
 HC0246  ___________________________________________________________________
 HC0246  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HC0246  DYNAMIC HT  -         139.996 (meters)     459.30  (feet)  COMP
 HC0246  MODELED GRAV-     979,842.2   (mgal)                       NAVD 88
 HC0246
 HC0246  VERT ORDER  -  SECOND    CLASS 0
 HC0246
 HC0246.The horizontal coordinates were scaled from a topographic map and have
 HC0246.an estimated accuracy of +/- 6 seconds.
 HC0246
 HC0246.The orthometric height was determined by differential leveling
 HC0246.and adjusted by the National Geodetic Survey in June 1991..
 HC0246
 HC0246.The geoid height was determined by GEOID03.
 HC0246
 HC0246.The dynamic height is computed by dividing the NAVD 88
 HC0246.geopotential number by the normal gravity value computed on the
 HC0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0246.degrees latitude (g = 980.6199 gals.).
 HC0246
 HC0246.The modeled gravity was interpolated from observed gravity values.
 HC0246
 HC0246;                    North         East    Units  Estimated Accuracy
 HC0246;SPC MO E     -   141,130.      230,870.      MT  (+/- 180 meters Scaled)
 HC0246
 HC0246                          SUPERSEDED SURVEY CONTROL
 HC0246
 HC0246  NGVD 29 (??/??/92)  140.138  (m)          459.77   (f) ADJ UNCH    2 0
 HC0246
 HC0246.Superseded values are not recommended for survey control.
 HC0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0246.See file dsdata.txt to determine how the superseded data were derived.
 HC0246
 HC0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB030089(NAD 83)
 HC0246_MARKER: Q = CHISELED SQUARE
 HC0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0246_SP_SET: BRIDGE
 HC0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0246
 HC0246  HISTORY     - Date     Condition        Report By
 HC0246  HISTORY     - UNK      MONUMENTED       USGS
 HC0246  HISTORY     - 1935     GOOD             NGS
 HC0246
 HC0246                          STATION DESCRIPTION
 HC0246
 HC0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0246'3.5 MI S FROM PIEDMONT.
 HC0246'3.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0246'STATION AT PIEDMONT, WAYNE COUNTY, 200 FEET SOUTH OF POLE 130/25,
 HC0246'200 FEET NORTH OF A PRIVATE ROAD CROSSING, AT THE WEST SIDE OF A
 HC0246'BRIDGE, AND ON THE TOP OF THE SOUTH END.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0233 ***********************************************************************
 KE0233  DESIGNATION -  46 A
 KE0233  PID         -  KE0233
 KE0233  STATE/COUNTY-  MO/JACKSON
 KE0233  USGS QUAD   -  KANSAS CITY (1991)
 KE0233
 KE0233                         *CURRENT SURVEY CONTROL
 KE0233  ___________________________________________________________________
 KE0233* NAD 83(1986)-  39 07 05.     (N)    094 32 53.     (W)     SCALED    
 KE0233* NAVD 88     -       228.217  (meters)     748.74   (feet)  ADJUSTED  
 KE0233  ___________________________________________________________________
 KE0233  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE0233  DYNAMIC HT  -         228.071 (meters)     748.26  (feet)  COMP
 KE0233  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 KE0233
 KE0233  VERT ORDER  -  FIRST     CLASS II
 KE0233
 KE0233.The horizontal coordinates were scaled from a topographic map and have
 KE0233.an estimated accuracy of +/- 6 seconds.
 KE0233
 KE0233.The orthometric height was determined by differential leveling
 KE0233.and adjusted by the National Geodetic Survey in June 1991..
 KE0233
 KE0233.The geoid height was determined by GEOID03.
 KE0233
 KE0233.The dynamic height is computed by dividing the NAVD 88
 KE0233.geopotential number by the normal gravity value computed on the
 KE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0233.degrees latitude (g = 980.6199 gals.).
 KE0233
 KE0233.The modeled gravity was interpolated from observed gravity values.
 KE0233
 KE0233;                    North         East    Units  Estimated Accuracy
 KE0233;SPC MO W     -   327,560.      845,840.      MT  (+/- 180 meters Scaled)
 KE0233
 KE0233                          SUPERSEDED SURVEY CONTROL
 KE0233
 KE0233  NGVD 29 (??/??/92)  228.140  (m)          748.49   (f) ADJ UNCH    1 2
 KE0233
 KE0233.Superseded values are not recommended for survey control.
 KE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0233.See file dsdata.txt to determine how the superseded data were derived.
 KE0233
 KE0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD661310(NAD 83)
 KE0233_MARKER: Q = CHISELED SQUARE
 KE0233_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KE0233+WITH SETTING: PAVEMENT
 KE0233_SP_SET: SEMAPHORE BASE
 KE0233_MARK LOGO: NONE  
 KE0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0233+STABILITY: SURFACE MOTION
 KE0233
 KE0233  HISTORY     - Date     Condition        Report By
 KE0233  HISTORY     - 1938     MONUMENTED       USGS
 KE0233  HISTORY     - 1953     GOOD             NGS
 KE0233  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0233
 KE0233                          STATION DESCRIPTION
 KE0233
 KE0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KE0233'AT KANSAS CITY.
 KE0233'AT KANSAS CITY, JACKSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 KE0233'IN THE NORTHEAST PART OF THE CITY, AT THE NORTH PROSPECT AVENUE
 KE0233'OVERPASS, 20 FEET NORTH OF THE MAIN TRACK, 7 FEET WEST OF A
 KE0233'CONCRETE PIER, AND ON THE SOUTHWEST CORNER OF THE CONCRETE BASE
 KE0233'OF A SEMAPHORE (THE SEMAPHORE HAS BEEN REMOVED BUT THE CONCRETE
 KE0233'BASE IS STILL IN PLACE).  A CHISELED SQUARE.
 KE0233
 KE0233                          STATION RECOVERY (1986)
 KE0233
 KE0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0292 ***********************************************************************
 KD0292  DESIGNATION -  46 F
 KD0292  PID         -  KD0292
 KD0292  STATE/COUNTY-  MO/CHARITON
 KD0292  USGS QUAD   -  BYNUMVILLE (1978)
 KD0292
 KD0292                         *CURRENT SURVEY CONTROL
 KD0292  ___________________________________________________________________
 KD0292* NAD 83(1986)-  39 32 01.     (N)    092 45 18.     (W)     SCALED    
 KD0292* NAVD 88     -       203.697  (meters)     668.30   (feet)  ADJUSTED  
 KD0292  ___________________________________________________________________
 KD0292  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD0292  DYNAMIC HT  -         203.581 (meters)     667.92  (feet)  COMP
 KD0292  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 KD0292
 KD0292  VERT ORDER  -  SECOND    CLASS 0
 KD0292
 KD0292.The horizontal coordinates were scaled from a topographic map and have
 KD0292.an estimated accuracy of +/- 6 seconds.
 KD0292
 KD0292.The orthometric height was determined by differential leveling
 KD0292.and adjusted by the National Geodetic Survey in June 1991..
 KD0292
 KD0292.The geoid height was determined by GEOID03.
 KD0292
 KD0292.The dynamic height is computed by dividing the NAVD 88
 KD0292.geopotential number by the normal gravity value computed on the
 KD0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0292.degrees latitude (g = 980.6199 gals.).
 KD0292
 KD0292.The modeled gravity was interpolated from observed gravity values.
 KD0292
 KD0292;                    North         East    Units  Estimated Accuracy
 KD0292;SPC MO C     -   410,700.      478,080.      MT  (+/- 180 meters Scaled)
 KD0292
 KD0292                          SUPERSEDED SURVEY CONTROL
 KD0292
 KD0292  NGVD 29 (??/??/92)  203.682  (m)          668.25   (f) ADJ UNCH    2 0
 KD0292
 KD0292.Superseded values are not recommended for survey control.
 KD0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0292.See file dsdata.txt to determine how the superseded data were derived.
 KD0292
 KD0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD210760(NAD 83)
 KD0292_MARKER: DB = BENCH MARK DISK
 KD0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0292_STAMPING: PRIM TRAV NO 46 F 1924
 KD0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0292+STABILITY: SURFACE MOTION
 KD0292
 KD0292  HISTORY     - Date     Condition        Report By
 KD0292  HISTORY     - 1924     MONUMENTED       USGS
 KD0292  HISTORY     - 1945     GOOD             NGS
 KD0292  HISTORY     - 1967     GOOD             NGS
 KD0292  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0292
 KD0292                          STATION DESCRIPTION
 KD0292
 KD0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 KD0292'1.9 MI NW FROM PRAIRIE HILL.
 KD0292'0.9 MILE WEST OF THE CHRISTIAN CHURCH AT PRAIRIE HILL ALONG
 KD0292'CHARITON COUNTY HIGHWAY W, THENCE 1.0 MILE NORTH ALONG A GRAVEL
 KD0292'ROAD TO THE SITE OF THE MARK, 25 FEET EAST OF THE CENTER LINE
 KD0292'OF THE NORTH AND SOUTH ROAD, 25 FEET SOUTH OF THE CENTER LINE OF
 KD0292'AN EAST AND WEST ROAD, 1 FOOT NORTH OF A 4 X 4 MARKER POST.
 KD0292'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KD0292'5 INCHES ABOVE THE GROUND.
 KD0292
 KD0292                          STATION RECOVERY (1967)
 KD0292
 KD0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0292'RECOVERED IN GOOD CONDITION.
 KD0292
 KD0292                          STATION RECOVERY (1990)
 KD0292
 KD0292'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0393 ***********************************************************************
 KC0393  DESIGNATION -  469
 KC0393  PID         -  KC0393
 KC0393  STATE/COUNTY-  MO/PIKE
 KC0393  USGS QUAD   -  PLEASANT HILL WEST (1993)
 KC0393
 KC0393                         *CURRENT SURVEY CONTROL
 KC0393  ___________________________________________________________________
 KC0393* NAD 83(1986)-  39 25 11.     (N)    090 59 38.     (W)     SCALED    
 KC0393* NAVD 88     -       142.838  (meters)     468.63   (feet)  ADJUSTED  
 KC0393  ___________________________________________________________________
 KC0393  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KC0393  DYNAMIC HT  -         142.756 (meters)     468.36  (feet)  COMP
 KC0393  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 KC0393
 KC0393  VERT ORDER  -  SECOND    CLASS 0
 KC0393
 KC0393.The horizontal coordinates were scaled from a topographic map and have
 KC0393.an estimated accuracy of +/- 6 seconds.
 KC0393
 KC0393.The orthometric height was determined by differential leveling
 KC0393.and adjusted by the National Geodetic Survey in June 1991..
 KC0393
 KC0393.The geoid height was determined by GEOID03.
 KC0393
 KC0393.The dynamic height is computed by dividing the NAVD 88
 KC0393.geopotential number by the normal gravity value computed on the
 KC0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0393.degrees latitude (g = 980.6199 gals.).
 KC0393
 KC0393.The modeled gravity was interpolated from observed gravity values.
 KC0393
 KC0393;                    North         East    Units  Estimated Accuracy
 KC0393;SPC MO E     -   398,140.      207,470.      MT  (+/- 180 meters Scaled)
 KC0393
 KC0393                          SUPERSEDED SURVEY CONTROL
 KC0393
 KC0393  NGVD 29 (??/??/92)  142.91   (m)          468.9    (f) COMPUTED    2 0
 KC0393
 KC0393.Superseded values are not recommended for survey control.
 KC0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0393.See file dsdata.txt to determine how the superseded data were derived.
 KC0393
 KC0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD726652(NAD 83)
 KC0393_MARKER: DD = SURVEY DISK
 KC0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0393_STAMPING: 469.331
 KC0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0393+STABILITY: SURFACE MOTION
 KC0393
 KC0393  HISTORY     - Date     Condition        Report By
 KC0393  HISTORY     - UNK      MONUMENTED       DOD
 KC0393  HISTORY     - 1935     GOOD             NGS
 KC0393  HISTORY     - 1973     MARK NOT FOUND   USGS
 KC0393
 KC0393                          STATION DESCRIPTION
 KC0393
 KC0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0393'3.6 MI S FROM LOUISIANA.
 KC0393'3.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0393'FROM THE STATION AT LOUISIANA, PIKE COUNTY, 0.4 MILE SOUTH OF A
 KC0393'BRIDGE OVER A CREEK, 275 YARDS NORTH OF A BLOCK SIGNAL, AND
 KC0393'BETWEEN THE RAILS.  A CORPS OF ENGINEERS, U.S. ARMY DISK, STAMPED
 KC0393'469.331 AND SET IN THE TOP OF A CONCRETE POST.
 KC0393
 KC0393                          STATION RECOVERY (1973)
 KC0393
 KC0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KC0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0394 ***********************************************************************
 KC0394  DESIGNATION -  470
 KC0394  PID         -  KC0394
 KC0394  STATE/COUNTY-  MO/PIKE
 KC0394  USGS QUAD   -  PLEASANT HILL WEST (1993)
 KC0394
 KC0394                         *CURRENT SURVEY CONTROL
 KC0394  ___________________________________________________________________
 KC0394* NAD 83(1986)-  39 24 54.     (N)    090 58 45.     (W)     SCALED    
 KC0394* NAVD 88     -       143.070  (meters)     469.39   (feet)  ADJUSTED  
 KC0394  ___________________________________________________________________
 KC0394  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KC0394  DYNAMIC HT  -         142.988 (meters)     469.12  (feet)  COMP
 KC0394  MODELED GRAV-     980,052.1   (mgal)                       NAVD 88
 KC0394
 KC0394  VERT ORDER  -  SECOND    CLASS 0
 KC0394
 KC0394.The horizontal coordinates were scaled from a topographic map and have
 KC0394.an estimated accuracy of +/- 6 seconds.
 KC0394
 KC0394.The orthometric height was determined by differential leveling
 KC0394.and adjusted by the National Geodetic Survey in June 1991..
 KC0394
 KC0394.The geoid height was determined by GEOID03.
 KC0394
 KC0394.The dynamic height is computed by dividing the NAVD 88
 KC0394.geopotential number by the normal gravity value computed on the
 KC0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0394.degrees latitude (g = 980.6199 gals.).
 KC0394
 KC0394.The modeled gravity was interpolated from observed gravity values.
 KC0394
 KC0394;                    North         East    Units  Estimated Accuracy
 KC0394;SPC MO E     -   397,610.      208,740.      MT  (+/- 180 meters Scaled)
 KC0394
 KC0394                          SUPERSEDED SURVEY CONTROL
 KC0394
 KC0394  NGVD 29 (??/??/92)  143.14   (m)          469.6    (f) COMPUTED    2 0
 KC0394
 KC0394.Superseded values are not recommended for survey control.
 KC0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0394.See file dsdata.txt to determine how the superseded data were derived.
 KC0394
 KC0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD739647(NAD 83)
 KC0394_MARKER: DD = SURVEY DISK
 KC0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0394_STAMPING: 470.056
 KC0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0394+STABILITY: SURFACE MOTION
 KC0394
 KC0394  HISTORY     - Date     Condition        Report By
 KC0394  HISTORY     - UNK      MONUMENTED       DOD
 KC0394  HISTORY     - 1935     GOOD             NGS
 KC0394  HISTORY     - 1973     MARK NOT FOUND   USGS
 KC0394
 KC0394                          STATION DESCRIPTION
 KC0394
 KC0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0394'4.4 MI S FROM LOUISIANA.
 KC0394'4.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0394'FROM THE STATION AT LOUISIANA, PIKE COUNTY, AT THE MC INTOSH
 KC0394'SIDING, 20 YARDS SOUTH OF BLOCK SIGNAL S 89.8, 25 YARDS NORTH
 KC0394'OF THE NORTH SWITCH STAND, AND 12 YARDS WEST OF THE CENTERLINE
 KC0394'OF THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY DISK, STAMPED
 KC0394'470.056 AND SET IN THE TOP OF A CONCRETE POST.
 KC0394
 KC0394                          STATION RECOVERY (1973)
 KC0394
 KC0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KC0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0142 ***********************************************************************
 HC0142  DESIGNATION -  478.12
 HC0142  PID         -  HC0142
 HC0142  STATE/COUNTY-  MO/WAYNE
 HC0142  USGS QUAD   -  GREENVILLE SW (1966)
 HC0142
 HC0142                         *CURRENT SURVEY CONTROL
 HC0142  ___________________________________________________________________
 HC0142* NAD 83(1986)-  37 01 32.     (N)    090 27 59.     (W)     SCALED    
 HC0142* NAVD 88     -       145.684  (meters)     477.96   (feet)  ADJUSTED  
 HC0142  ___________________________________________________________________
 HC0142  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HC0142  DYNAMIC HT  -         145.568 (meters)     477.58  (feet)  COMP
 HC0142  MODELED GRAV-     979,834.8   (mgal)                       NAVD 88
 HC0142
 HC0142  VERT ORDER  -  SECOND    CLASS 0
 HC0142
 HC0142.The horizontal coordinates were scaled from a topographic map and have
 HC0142.an estimated accuracy of +/- 6 seconds.
 HC0142
 HC0142.The orthometric height was determined by differential leveling
 HC0142.and adjusted by the National Geodetic Survey in June 1991..
 HC0142
 HC0142.The geoid height was determined by GEOID03.
 HC0142
 HC0142.The dynamic height is computed by dividing the NAVD 88
 HC0142.geopotential number by the normal gravity value computed on the
 HC0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0142.degrees latitude (g = 980.6199 gals.).
 HC0142
 HC0142.The modeled gravity was interpolated from observed gravity values.
 HC0142
 HC0142;                    North         East    Units  Estimated Accuracy
 HC0142;SPC MO E     -   132,290.      252,990.      MT  (+/- 180 meters Scaled)
 HC0142
 HC0142                          SUPERSEDED SURVEY CONTROL
 HC0142
 HC0142  NGVD 29 (??/??/92)  145.727  (m)          478.11   (f) ADJ UNCH    2 0
 HC0142
 HC0142.Superseded values are not recommended for survey control.
 HC0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0142.See file dsdata.txt to determine how the superseded data were derived.
 HC0142
 HC0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB253007(NAD 83)
 HC0142_MARKER: Q = CHISELED SQUARE
 HC0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0142_SP_SET: CULVERT
 HC0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0142
 HC0142  HISTORY     - Date     Condition        Report By
 HC0142  HISTORY     - UNK      MONUMENTED       USGS
 HC0142  HISTORY     - 1934     GOOD             NGS
 HC0142
 HC0142                          STATION DESCRIPTION
 HC0142
 HC0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0142'2.6 MI N FROM TASKEE STATION.
 HC0142'2.6 MILES NORTH ALONG OLD U.S. HIGHWAY 67 FROM THE VILLAGE OF
 HC0142'TASKEE STATION, WAYNE COUNTY, 220 FEET NORTH OF THE JOHN KEELE
 HC0142'RESIDENCE, AT AN OLD CULVERT, ON THE NORTH END OF THE EAST
 HC0142'HEADWALL, AND 9 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY.
 HC0142'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0144 ***********************************************************************
 HC0144  DESIGNATION -  481.69
 HC0144  PID         -  HC0144
 HC0144  STATE/COUNTY-  MO/WAYNE
 HC0144  USGS QUAD   -  GREENVILLE SW (1966)
 HC0144
 HC0144                         *CURRENT SURVEY CONTROL
 HC0144  ___________________________________________________________________
 HC0144* NAD 83(1986)-  37 01 02.     (N)    090 27 34.     (W)     SCALED    
 HC0144* NAVD 88     -       147.968  (meters)     485.46   (feet)  ADJUSTED  
 HC0144  ___________________________________________________________________
 HC0144  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 HC0144  DYNAMIC HT  -         147.851 (meters)     485.07  (feet)  COMP
 HC0144  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 HC0144
 HC0144  VERT ORDER  -  SECOND    CLASS 0
 HC0144
 HC0144.The horizontal coordinates were scaled from a topographic map and have
 HC0144.an estimated accuracy of +/- 6 seconds.
 HC0144
 HC0144.The orthometric height was determined by differential leveling
 HC0144.and adjusted by the National Geodetic Survey in June 1991..
 HC0144
 HC0144.The geoid height was determined by GEOID03.
 HC0144
 HC0144.The dynamic height is computed by dividing the NAVD 88
 HC0144.geopotential number by the normal gravity value computed on the
 HC0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0144.degrees latitude (g = 980.6199 gals.).
 HC0144
 HC0144.The modeled gravity was interpolated from observed gravity values.
 HC0144
 HC0144;                    North         East    Units  Estimated Accuracy
 HC0144;SPC MO E     -   131,370.      253,610.      MT  (+/- 180 meters Scaled)
 HC0144
 HC0144                          SUPERSEDED SURVEY CONTROL
 HC0144
 HC0144  NGVD 29 (??/??/92)  148.010  (m)          485.60   (f) ADJ UNCH    2 0
 HC0144
 HC0144.Superseded values are not recommended for survey control.
 HC0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0144.See file dsdata.txt to determine how the superseded data were derived.
 HC0144
 HC0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA260998(NAD 83)
 HC0144_MARKER: N = NAIL
 HC0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0144_SP_SET: OAK TREE
 HC0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0144
 HC0144  HISTORY     - Date     Condition        Report By
 HC0144  HISTORY     - UNK      MONUMENTED       USGS
 HC0144  HISTORY     - 1934     GOOD             NGS
 HC0144  HISTORY     - 20020904 MARK NOT FOUND   USACE
 HC0144
 HC0144                          STATION DESCRIPTION
 HC0144
 HC0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0144'1.9 MI N FROM TASKEE STATION.
 HC0144'1.9 MILES NORTH ALONG OLD U.S. HIGHWAY 67 FROM THE VILLAGE OF
 HC0144'TASKEE STATION, WAYNE COUNTY, 45 FEET EAST OF A FORK IN THE
 HC0144'OLD HIGHWAY, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE EAST
 HC0144'FORK, AND IN A ROOT ON THE NORTHWEST SIDE OF A 12-INCH OAK TREE.
 HC0144'A GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 HC0144
 HC0144                          STATION RECOVERY (2002)
 HC0144
 HC0144'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0441 ***********************************************************************
 JC0441  DESIGNATION -  495.0
 JC0441  PID         -  JC0441
 JC0441  STATE/COUNTY-  MO/JEFFERSON
 JC0441  USGS QUAD   -  DE SOTO (1981)
 JC0441
 JC0441                         *CURRENT SURVEY CONTROL
 JC0441  ___________________________________________________________________
 JC0441* NAD 83(1986)-  38 08 53.     (N)    090 33 02.     (W)     SCALED    
 JC0441* NAVD 88     -       150.84   (+/-2cm)     494.9    (feet)  VERTCON   
 JC0441  ___________________________________________________________________
 JC0441  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 JC0441
 JC0441  VERT ORDER  -  ? (See Below)
 JC0441
 JC0441.The horizontal coordinates were scaled from a topographic map and have
 JC0441.an estimated accuracy of +/- 6 seconds.
 JC0441
 JC0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0441.The vertical order pertains to the NGVD 29 superseded value.
 JC0441
 JC0441.The geoid height was determined by GEOID03.
 JC0441
 JC0441;                    North         East    Units  Estimated Accuracy
 JC0441;SPC MO E     -   256,870.      245,570.      MT  (+/- 180 meters Scaled)
 JC0441
 JC0441                          SUPERSEDED SURVEY CONTROL
 JC0441
 JC0441  NGVD 29 (??/??/92)  150.924  (m)          495.16   (f) ADJ UNCH    ?  
 JC0441
 JC0441.Superseded values are not recommended for survey control.
 JC0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0441.See file dsdata.txt to determine how the superseded data were derived.
 JC0441
 JC0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC146250(NAD 83)
 JC0441_MARKER: Q = CHISELED SQUARE
 JC0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0441_SP_SET: CONCRETE BASE
 JC0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0441
 JC0441  HISTORY     - Date     Condition        Report By
 JC0441  HISTORY     - UNK      MONUMENTED       USGS
 JC0441  HISTORY     - 1935     GOOD             NGS
 JC0441  HISTORY     - 1977     MARK NOT FOUND   USGS
 JC0441
 JC0441                          STATION DESCRIPTION
 JC0441
 JC0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0441'0.6 MI N FROM DE SOTO.
 JC0441'0.6 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JC0441'AT DE SOTO, JEFFERSON COUNTY, AT THE CROSSING OF STATE HIGHWAY 21,
 JC0441'AND ON THE TOP OF THE CONCRETE BASE OF THE CROSSING WARNING SIGNAL.
 JC0441'A CHISELED SQUARE.
 JC0441
 JC0441                          STATION RECOVERY (1977)
 JC0441
 JC0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JC0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0403 ***********************************************************************
 KD0403  DESIGNATION -  498
 KD0403  PID         -  KD0403
 KD0403  STATE/COUNTY-  MO/SALINE
 KD0403  USGS QUAD   -  MIAMI STATION (1978)
 KD0403
 KD0403                         *CURRENT SURVEY CONTROL
 KD0403  ___________________________________________________________________
 KD0403* NAD 83(1986)-  39 15 46.     (N)    093 18 47.     (W)     SCALED    
 KD0403* NAVD 88     -       198.736  (meters)     652.02   (feet)  POSTED    
 KD0403  ___________________________________________________________________
 KD0403  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0403  DYNAMIC HT  -         198.620 (meters)     651.64  (feet)  COMP
 KD0403  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 KD0403
 KD0403  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0403
 KD0403.The horizontal coordinates were scaled from a topographic map and have
 KD0403.an estimated accuracy of +/- 6 seconds.
 KD0403
 KD0403.The orthometric height was determined by differential leveling
 KD0403.and adjusted by the National Geodetic Survey in 1992..
 KD0403.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0403.rate of 2.1 thru 3.0 mm/km.
 KD0403
 KD0403.The geoid height was determined by GEOID03.
 KD0403
 KD0403.The dynamic height is computed by dividing the NAVD 88
 KD0403.geopotential number by the normal gravity value computed on the
 KD0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0403.degrees latitude (g = 980.6199 gals.).
 KD0403
 KD0403.The modeled gravity was interpolated from observed gravity values.
 KD0403
 KD0403;                    North         East    Units  Estimated Accuracy
 KD0403;SPC MO C     -   380,920.      429,830.      MT  (+/- 180 meters Scaled)
 KD0403
 KD0403                          SUPERSEDED SURVEY CONTROL
 KD0403
 KD0403  NGVD 29 (??/??/92)  198.685  (m)          651.85   (f) ADJ UNCH    1 2
 KD0403
 KD0403.Superseded values are not recommended for survey control.
 KD0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0403.See file dsdata.txt to determine how the superseded data were derived.
 KD0403
 KD0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD729459(NAD 83)
 KD0403_MARKER: DD = SURVEY DISK
 KD0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0403_STAMPING: 498 CWA 1934
 KD0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0403+STABILITY: SURFACE MOTION
 KD0403
 KD0403  HISTORY     - Date     Condition        Report By
 KD0403  HISTORY     - 1934     MONUMENTED       USGS
 KD0403  HISTORY     - 1948     GOOD             NGS
 KD0403
 KD0403                          STATION DESCRIPTION
 KD0403
 KD0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0403'6.8 MI NE FROM MALTA BEND.
 KD0403'2.2 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION OF LIN STREET
 KD0403'AND U.S. HIGHWAY 65 (STATE STREET) AT MALTA BEND, THENCE 1.6 MILE
 KD0403'EAST AND NORTH ALONG A ROAD FOLLOWING THE RIVER LEVEE, THENCE
 KD0403'0.45 MILE EAST ALONG A DIRT ROAD, THENCE 0.4 MILE NORTH ALONG A
 KD0403'DIRT ROAD, THENCE 0.8 MILE EAST ALONG A DIRT ROAD, THENCE 1.4
 KD0403'MILE NORTH ALONG A DIRT ROAD, IN THE NORTHEAST CORNER OF THE YARD
 KD0403'AT THE LITTLE SCHOOL, 57.0 FEET NORTHEAST OF THE NORTHEAST CORNER
 KD0403'OF THE SCHOOL BUILDING, 45.0 FEET SOUTH OF THE CENTER LINE OF
 KD0403'A ROAD LEADING WEST, 24.0 FEET WEST OF THE CENTER LINE OF THE
 KD0403'NORTH-SOUTH ROAD, 32.0 FEET EAST OF THE FLAG POLE, 67.0 FEET
 KD0403'NORTH OF A 36-INCH MAPLE TREE, 1.0 FOOT EAST OF A REFERENCE POST,
 KD0403'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 KD0403'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0411 ***********************************************************************
 KD0411  DESIGNATION -  499
 KD0411  PID         -  KD0411
 KD0411  STATE/COUNTY-  MO/SALINE
 KD0411  USGS QUAD   -  MALTA BEND (1978)
 KD0411
 KD0411                         *CURRENT SURVEY CONTROL
 KD0411  ___________________________________________________________________
 KD0411* NAD 83(1986)-  39 12 27.     (N)    093 21 45.     (W)     SCALED    
 KD0411* NAVD 88     -       215.506  (meters)     707.04   (feet)  POSTED    
 KD0411  ___________________________________________________________________
 KD0411  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0411  DYNAMIC HT  -         215.370 (meters)     706.59  (feet)  COMP
 KD0411  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 KD0411
 KD0411  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0411
 KD0411.The horizontal coordinates were scaled from a topographic map and have
 KD0411.an estimated accuracy of +/- 6 seconds.
 KD0411
 KD0411.The orthometric height was determined by differential leveling
 KD0411.and adjusted by the National Geodetic Survey in 1992..
 KD0411.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0411.rate of 2.1 thru 3.0 mm/km.
 KD0411
 KD0411.The geoid height was determined by GEOID03.
 KD0411
 KD0411.The dynamic height is computed by dividing the NAVD 88
 KD0411.geopotential number by the normal gravity value computed on the
 KD0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0411.degrees latitude (g = 980.6199 gals.).
 KD0411
 KD0411.The modeled gravity was interpolated from observed gravity values.
 KD0411
 KD0411;                    North         East    Units  Estimated Accuracy
 KD0411;SPC MO C     -   374,820.      425,510.      MT  (+/- 180 meters Scaled)
 KD0411
 KD0411                          SUPERSEDED SURVEY CONTROL
 KD0411
 KD0411  NGVD 29 (??/??/92)  215.433  (m)          706.80   (f) ADJ UNCH    1 2
 KD0411
 KD0411.Superseded values are not recommended for survey control.
 KD0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0411.See file dsdata.txt to determine how the superseded data were derived.
 KD0411
 KD0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD687398(NAD 83)
 KD0411_MARKER: DB = BENCH MARK DISK
 KD0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0411_STAMPING: 499 CWA 1934
 KD0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0411+STABILITY: SURFACE MOTION
 KD0411
 KD0411  HISTORY     - Date     Condition        Report By
 KD0411  HISTORY     - 1934     MONUMENTED       USGS
 KD0411  HISTORY     - 1948     GOOD             NGS
 KD0411
 KD0411                          STATION DESCRIPTION
 KD0411
 KD0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0411'1 MI N FROM MALTA BEND.
 KD0411'1.0 MILE NORTH ALONG A DIRT ROAD FROM THE JUNCTION OF LIN STREET
 KD0411'AND U.S. HIGHWAY 65 (STATE STREET) AT MALTA BEND, 258.0 FEET
 KD0411'SOUTH OF THE SOUTHEAST CORNER OF THE MALTA BEND CEMETERY, 23.0
 KD0411'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD AND ON LINE
 KD0411'WITH THE EXTENSION TO THE WEST OF THE CENTER LINE OF A ROAD LEADING
 KD0411'EAST, 17.4 FEET SOUTH OF A POWER POLE, 2.0 FEET NORTH OF A
 KD0411'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 KD0411'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0295 ***********************************************************************
 JE0295  DESIGNATION -  5 A
 JE0295  PID         -  JE0295
 JE0295  STATE/COUNTY-  MO/BATES
 JE0295  USGS QUAD   -  NEW HOME (1991)
 JE0295
 JE0295                         *CURRENT SURVEY CONTROL
 JE0295  ___________________________________________________________________
 JE0295* NAD 83(1986)-  38 11 10.     (N)    094 22 31.     (W)     SCALED    
 JE0295* NAVD 88     -       229.764  (meters)     753.82   (feet)  ADJUSTED  
 JE0295  ___________________________________________________________________
 JE0295  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JE0295  DYNAMIC HT  -         229.598 (meters)     753.27  (feet)  COMP
 JE0295  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 JE0295
 JE0295  VERT ORDER  -  FIRST     CLASS II
 JE0295
 JE0295.The horizontal coordinates were scaled from a topographic map and have
 JE0295.an estimated accuracy of +/- 6 seconds.
 JE0295
 JE0295.The orthometric height was determined by differential leveling
 JE0295.and adjusted by the National Geodetic Survey in June 1991..
 JE0295.WARNING-Repeat measurements at this control monument indicate possible
 JE0295.vertical movement.
 JE0295
 JE0295.The geoid height was determined by GEOID03.
 JE0295
 JE0295.The dynamic height is computed by dividing the NAVD 88
 JE0295.geopotential number by the normal gravity value computed on the
 JE0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0295.degrees latitude (g = 980.6199 gals.).
 JE0295
 JE0295.The modeled gravity was interpolated from observed gravity values.
 JE0295
 JE0295;                    North         East    Units  Estimated Accuracy
 JE0295;SPC MO W     -   224,110.      860,930.      MT  (+/- 180 meters Scaled)
 JE0295
 JE0295                          SUPERSEDED SURVEY CONTROL
 JE0295
 JE0295  NGVD 29 (??/??/92)  229.646  (m)          753.43   (f) ADJ UNCH    1 2
 JE0295
 JE0295.Superseded values are not recommended for survey control.
 JE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0295.See file dsdata.txt to determine how the superseded data were derived.
 JE0295
 JE0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC795273(NAD 83)
 JE0295_MARKER: Q = CHISELED SQUARE
 JE0295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JE0295_SP_SET: CULVERT HEADWALL
 JE0295_MARK LOGO: NONE  
 JE0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0295+STABILITY: SURFACE MOTION
 JE0295
 JE0295  HISTORY     - Date     Condition        Report By
 JE0295  HISTORY     - 1938     MONUMENTED       USGS
 JE0295  HISTORY     - 1963     GOOD             USGS
 JE0295
 JE0295                          STATION DESCRIPTION
 JE0295
 JE0295'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0295'6.5 MI N FROM RICH HILL.
 JE0295'6.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0295'STATION AT RICH HILL, BATES COUNTY, 75 FEET SOUTHEAST OF THE
 JE0295'TWENTY-THIRD POLE SOUTH OF MILEPOST 292, 8 RAILS NORTH OF A ROAD
 JE0295'CROSSING, 15 FEET EAST OF THE TRACK, AND ON THE CONCRETE HEADWALL
 JE0295'OF A CULVERT.  A CHISELED SQUARE.
 JE0295
 JE0295                          STATION RECOVERY (1963)
 JE0295
 JE0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JE0295'ABOUT 6.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0295'STATION AT RICH HILL, 0.35 MILE NORTH OF MILEPOST 293, 9 RAILS NORTH
 JE0295'OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 13 1/2 FEET EAST OF
 JE0295'THE EAST RAIL, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 JE0295'CENTER OF THE TOP OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0344 ***********************************************************************
 GE0344  DESIGNATION -  5 B
 GE0344  PID         -  GE0344
 GE0344  STATE/COUNTY-  MO/RIPLEY
 GE0344  USGS QUAD   -  BRIAR (1997)
 GE0344
 GE0344                         *CURRENT SURVEY CONTROL
 GE0344  ___________________________________________________________________
 GE0344* NAD 83(1986)-  36 40 53.     (N)    090 53 04.     (W)     SCALED    
 GE0344* NAVD 88     -       141.001  (meters)     462.60   (feet)  POSTED    
 GE0344  ___________________________________________________________________
 GE0344  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GE0344  DYNAMIC HT  -         140.890 (meters)     462.24  (feet)  COMP
 GE0344  MODELED GRAV-     979,811.5   (mgal)                       NAVD 88
 GE0344
 GE0344  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GE0344
 GE0344.The horizontal coordinates were scaled from a topographic map and have
 GE0344.an estimated accuracy of +/- 6 seconds.
 GE0344
 GE0344.The orthometric height was determined by differential leveling
 GE0344.and adjusted by the National Geodetic Survey in 1992..
 GE0344.No vertical observational check was made to the station.
 GE0344.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GE0344.was located on a no-check spur therefore a value was not computed.
 GE0344
 GE0344.The geoid height was determined by GEOID03.
 GE0344
 GE0344.The dynamic height is computed by dividing the NAVD 88
 GE0344.geopotential number by the normal gravity value computed on the
 GE0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0344.degrees latitude (g = 980.6199 gals.).
 GE0344
 GE0344.The modeled gravity was interpolated from observed gravity values.
 GE0344
 GE0344;                    North         East    Units  Estimated Accuracy
 GE0344;SPC MO E     -    94,170.      215,640.      MT  (+/- 180 meters Scaled)
 GE0344
 GE0344                          SUPERSEDED SURVEY CONTROL
 GE0344
 GE0344  NGVD 29 (??/??/92)  140.913  (m)          462.31   (f) ADJ UNCH    3 0
 GE0344
 GE0344.Superseded values are not recommended for survey control.
 GE0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0344.See file dsdata.txt to determine how the superseded data were derived.
 GE0344
 GE0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA890616(NAD 83)
 GE0344_MARKER: DD = SURVEY DISK
 GE0344_SETTING: 80 = SET IN A BOULDER
 GE0344_SP_SET: BOULDER
 GE0344_STAMPING: 5 B 1926
 GE0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0344+STABILITY: SURFACE MOTION
 GE0344
 GE0344  HISTORY     - Date     Condition        Report By
 GE0344  HISTORY     - 1926     MONUMENTED       USGS
 GE0344  HISTORY     - 1933     GOOD             USGS
 GE0344
 GE0344                          STATION DESCRIPTION
 GE0344
 GE0344'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GE0344'2.7 MI NW FROM DONIPHAN.
 GE0344'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE CURRENT
 GE0344'RIVER BRIDGE AT DONIPHAN, RIPLEY COUNTY, THENCE 2.5 MILES
 GE0344'NORTHWEST ALONG THE OLD BENNETT-DONIPHAN ROAD, THENCE 1.9 MILES
 GE0344'NORTH ALONG A ROAD, 0.8 MILE NORTH OF THE MOUTH OF WELLS CREEK,
 GE0344'IN NORTHWEST 1/4 SEC, 5, T. 23 N., R. 2 E., ON THE TOP OF THE
 GE0344'WEST BLUFF OF CURRENT RIVER, 120 FEET HIGHER THAN THE RIVER, AND
 GE0344'IN A LARGE GRANITE BOULDER.  A U.S. GEOLOGICAL SURVEY STANDARD
 GE0344'DISK, STAMPED 5 B 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0709 ***********************************************************************
 GE0709  DESIGNATION -  5 J
 GE0709  PID         -  GE0709
 GE0709  STATE/COUNTY-  MO/HOWELL
 GE0709  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE0709
 GE0709                         *CURRENT SURVEY CONTROL
 GE0709  ___________________________________________________________________
 GE0709* NAD 83(1986)-  36 57 49.     (N)    091 54 43.     (W)     SCALED    
 GE0709* NAVD 88     -       353.176  (meters)    1158.71   (feet)  POSTED    
 GE0709  ___________________________________________________________________
 GE0709  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GE0709  DYNAMIC HT  -         352.880 (meters)    1157.74  (feet)  COMP
 GE0709  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 GE0709
 GE0709  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0709
 GE0709.The horizontal coordinates were scaled from a topographic map and have
 GE0709.an estimated accuracy of +/- 6 seconds.
 GE0709
 GE0709.The orthometric height was determined by differential leveling
 GE0709.and adjusted by the National Geodetic Survey in 1992..
 GE0709.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0709.rate of 0.0 thru 1.0 mm/km.
 GE0709
 GE0709.The geoid height was determined by GEOID03.
 GE0709
 GE0709.The dynamic height is computed by dividing the NAVD 88
 GE0709.geopotential number by the normal gravity value computed on the
 GE0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0709.degrees latitude (g = 980.6199 gals.).
 GE0709
 GE0709.The modeled gravity was interpolated from observed gravity values.
 GE0709
 GE0709;                    North         East    Units  Estimated Accuracy
 GE0709;SPC MO C     -   125,580.      552,370.      MT  (+/- 180 meters Scaled)
 GE0709
 GE0709                          SUPERSEDED SURVEY CONTROL
 GE0709
 GE0709  NGVD 29 (??/??/92)  353.012  (m)         1158.17   (f) ADJ UNCH    3 0
 GE0709
 GE0709.Superseded values are not recommended for survey control.
 GE0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0709.See file dsdata.txt to determine how the superseded data were derived.
 GE0709
 GE0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA968913(NAD 83)
 GE0709_MARKER: DD = SURVEY DISK
 GE0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0709_STAMPING: 1158 5 J 1934
 GE0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0709+STABILITY: SURFACE MOTION
 GE0709
 GE0709  HISTORY     - Date     Condition        Report By
 GE0709  HISTORY     - 1934     MONUMENTED       USGS
 GE0709  HISTORY     - 1934     GOOD             NGS
 GE0709  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0709
 GE0709                          STATION DESCRIPTION
 GE0709
 GE0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0709'4.2 MI E FROM WILLOW SPRINGS.
 GE0709'4.2 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0709'WILLOW SPRINGS, HOWELL COUNTY, 1.6 MILES WEST OF HUTTON VALLEY,
 GE0709'46 FEET NORTH AND 26 FEET WEST OF A ROAD CROSSING, AND 2 FEET
 GE0709'SOUTHEAST OF A CORNER FENCE POST.  A UNITED STATES GEOLOGICAL
 GE0709'SURVEY STANDARD DISK, STAMPED 1158 5 J 1934 AND SET IN THE TOP
 GE0709'OF A CONCRETE POST.
 GE0709
 GE0709                          STATION RECOVERY (1977)
 GE0709
 GE0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1134 ***********************************************************************
 HC1134  DESIGNATION -  5 J RESET
 HC1134  PID         -  HC1134
 HC1134  STATE/COUNTY-  MO/SHANNON
 HC1134  USGS QUAD   -  EMINENCE (1982)
 HC1134
 HC1134                         *CURRENT SURVEY CONTROL
 HC1134  ___________________________________________________________________
 HC1134* NAD 83(1986)-  37 09 13.     (N)    091 18 43.     (W)     SCALED    
 HC1134* NAVD 88     -       201.75   (meters)     661.9    (feet)  RESET     
 HC1134  ___________________________________________________________________
 HC1134  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HC1134
 HC1134  VERT ORDER  -  THIRD
 HC1134
 HC1134.The horizontal coordinates were scaled from a topographic map and have
 HC1134.an estimated accuracy of +/- 6 seconds.
 HC1134
 HC1134.The orthometric height was computed from unverified reset data.
 HC1134.No vertical observational check was made to the station.
 HC1134
 HC1134.The geoid height was determined by GEOID03.
 HC1134
 HC1134;                    North         East    Units  Estimated Accuracy
 HC1134;SPC MO E     -   146,810.      177,880.      MT  (+/- 180 meters Scaled)
 HC1134
 HC1134                          SUPERSEDED SURVEY CONTROL
 HC1134
 HC1134.No superseded survey control is available for this station.
 HC1134
 HC1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB499132(NAD 83)
 HC1134_MARKER: DD = SURVEY DISK
 HC1134_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HC1134_SP_SET: CURB
 HC1134_STAMPING: 5 J RESET 1983
 HC1134_MARK LOGO: MOHC  
 HC1134_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC1134
 HC1134  HISTORY     - Date     Condition        Report By
 HC1134  HISTORY     - 1984     MONUMENTED       MOHC
 HC1134
 HC1134                          STATION DESCRIPTION
 HC1134
 HC1134'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1984
 HC1134'IN TOP EAST END OF ROUTE BARRIER CURB OF BRIDGE STATION 153+82.7,
 HC1134'3 MILES EAST OF EMINENCE, ON ROUTE 106, AT BIG SHAWNEE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0585 ***********************************************************************
 JC0585  DESIGNATION -  50
 JC0585  PID         -  JC0585
 JC0585  STATE/COUNTY-  MO/FRANKLIN
 JC0585  USGS QUAD   -  WASHINGTON WEST (1985)
 JC0585
 JC0585                         *CURRENT SURVEY CONTROL
 JC0585  ___________________________________________________________________
 JC0585* NAD 83(1986)-  38 33 37.     (N)    091 00 35.     (W)     SCALED    
 JC0585* NAVD 88     -       150.257  (meters)     492.97   (feet)  ADJUSTED  
 JC0585  ___________________________________________________________________
 JC0585  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JC0585  DYNAMIC HT  -         150.160 (meters)     492.65  (feet)  COMP
 JC0585  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JC0585
 JC0585  VERT ORDER  -  FIRST     CLASS II
 JC0585
 JC0585.The horizontal coordinates were scaled from a topographic map and have
 JC0585.an estimated accuracy of +/- 6 seconds.
 JC0585
 JC0585.The orthometric height was determined by differential leveling
 JC0585.and adjusted by the National Geodetic Survey in June 1991..
 JC0585
 JC0585.The geoid height was determined by GEOID03.
 JC0585
 JC0585.The dynamic height is computed by dividing the NAVD 88
 JC0585.geopotential number by the normal gravity value computed on the
 JC0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0585.degrees latitude (g = 980.6199 gals.).
 JC0585
 JC0585.The modeled gravity was interpolated from observed gravity values.
 JC0585
 JC0585;                    North         East    Units  Estimated Accuracy
 JC0585;SPC MO E     -   302,740.      205,580.      MT  (+/- 180 meters Scaled)
 JC0585
 JC0585                          SUPERSEDED SURVEY CONTROL
 JC0585
 JC0585  NGVD 29 (??/??/92)  150.33   (m)          493.2    (f) COMPUTED    1 2
 JC0585
 JC0585.Superseded values are not recommended for survey control.
 JC0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0585.See file dsdata.txt to determine how the superseded data were derived.
 JC0585
 JC0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC734698(NAD 83)
 JC0585_MARKER: B = BOLT
 JC0585_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JC0585+WITH SETTING: PAVEMENT
 JC0585_SP_SET: WINDOW SILL
 JC0585_MARK LOGO: NONE  
 JC0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0585+STABILITY: SURFACE MOTION
 JC0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0585+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 JC0585
 JC0585  HISTORY     - Date     Condition        Report By
 JC0585  HISTORY     - UNK      MONUMENTED       MORC
 JC0585  HISTORY     - 1946     GOOD             NGS
 JC0585  HISTORY     - 1986     GOOD             NGS
 JC0585  HISTORY     - 20020710 GOOD             CMT
 JC0585  HISTORY     - 20050727 GOOD             GEOCAC
 JC0585
 JC0585                          STATION DESCRIPTION
 JC0585
 JC0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0585'AT WASHINGTON.
 JC0585'AT THE NORTH EDGE OF WASHINGTON, FRANKLIN COUNTY, ON THE RIVER
 JC0585'BANK, ABOUT 1/8 MILE EAST OF THE MISSOURI PACIFIC RAILROAD
 JC0585'STATION, OPPOSITE THE TRACK FROM THE INTERSECTION OF JEFFERSON
 JC0585'AND FRONT STREETS, IN THE SOUTH SIDE OF THE WATERWORKS PUMP HOUSE,
 JC0585'9 FEET EAST OF THE SOUTHWEST CORNER OF THE MAIN BUILDING, 5 FEET
 JC0585'WEST OF THE SOUTH ENTRANCE, AND IN A WINDOW SILL.  A PUNCH MARK
 JC0585'ON THE END OF A COPPER BOLT, LEADED HORIZONTALLY AND SURROUNDED
 JC0585'BY THE CHISELED LETTERS U.S.P.B.M.
 JC0585
 JC0585                          STATION RECOVERY (1986)
 JC0585
 JC0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0585'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN WASHINGTON,
 JC0585'AT THE INTERSECTION OF JEFFERSON AND WEST FRONT STREETS.  ADD--29.5 M
 JC0585'(96.8 FT) NORTHEAST OF THE CENTER OF WEST FRONT STREET, AND 7.5 M
 JC0585'(24.6 FT) WEST OF THE EXTENDED CENTER OF JEFFERSON STREET.  NOTE--THE
 JC0585'OLD WATER WORKS BUILDING IS NOW THE PROGUE SCULPTURE STUDIO.
 JC0585
 JC0585                          STATION RECOVERY (2002)
 JC0585
 JC0585'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 JC0585'RECOVERED IN GOOD CONDITION.
 JC0585
 JC0585                          STATION RECOVERY (2005)
 JC0585
 JC0585'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JC0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0416 ***********************************************************************
 KD0416  DESIGNATION -  500 CWA
 KD0416  PID         -  KD0416
 KD0416  STATE/COUNTY-  MO/SALINE
 KD0416  USGS QUAD   -  GRAND PASS (1978)
 KD0416
 KD0416                         *CURRENT SURVEY CONTROL
 KD0416  ___________________________________________________________________
 KD0416* NAD 83(1986)-  39 11 43.     (N)    093 24 12.     (W)     SCALED    
 KD0416* NAVD 88     -       213.219  (meters)     699.54   (feet)  ADJUSTED  
 KD0416  ___________________________________________________________________
 KD0416  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0416  DYNAMIC HT  -         213.089 (meters)     699.11  (feet)  COMP
 KD0416  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 KD0416
 KD0416  VERT ORDER  -  FIRST     CLASS II
 KD0416
 KD0416.The horizontal coordinates were scaled from a topographic map and have
 KD0416.an estimated accuracy of +/- 6 seconds.
 KD0416
 KD0416.The orthometric height was determined by differential leveling
 KD0416.and adjusted by the National Geodetic Survey in June 1991..
 KD0416
 KD0416.The geoid height was determined by GEOID03.
 KD0416
 KD0416.The dynamic height is computed by dividing the NAVD 88
 KD0416.geopotential number by the normal gravity value computed on the
 KD0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0416.degrees latitude (g = 980.6199 gals.).
 KD0416
 KD0416.The modeled gravity was interpolated from observed gravity values.
 KD0416
 KD0416;                    North         East    Units  Estimated Accuracy
 KD0416;SPC MO C     -   373,500.      421,970.      MT  (+/- 180 meters Scaled)
 KD0416
 KD0416                          SUPERSEDED SURVEY CONTROL
 KD0416
 KD0416  NGVD 29 (??/??/92)  213.145  (m)          699.29   (f) ADJ UNCH    1 2
 KD0416
 KD0416.Superseded values are not recommended for survey control.
 KD0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0416.See file dsdata.txt to determine how the superseded data were derived.
 KD0416
 KD0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD651385(NAD 83)
 KD0416_MARKER: DB = BENCH MARK DISK
 KD0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0416_SP_SET: CONCRETE POST
 KD0416_STAMPING: 500 CWA 1934
 KD0416_MARK LOGO: USGS  
 KD0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0416+STABILITY: SURFACE MOTION
 KD0416
 KD0416  HISTORY     - Date     Condition        Report By
 KD0416  HISTORY     - 1934     MONUMENTED       USGS
 KD0416  HISTORY     - 1948     GOOD             NGS
 KD0416  HISTORY     - 1962     GOOD             NGS
 KD0416  HISTORY     - 1986     GOOD             NGS
 KD0416
 KD0416                          STATION DESCRIPTION
 KD0416
 KD0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0416'2.2 MI W FROM MALTA BEND.
 KD0416'2.2 MILES WEST ALONG U.S. HIGHWAY 65 (STATE HIGHWAY 240) FROM THE
 KD0416'ROAD JUNCTION AT THE CENTRAL PART OF THE VILLAGE OF MALTA BEND,
 KD0416'AT THE FIRST CURVE IN THE HIGHWAY WEST OF MALTA BEND AND AT THE
 KD0416'POINT WHERE THE HIGHWAY FROM THE EAST BEGINS TO PARALLEL THE
 KD0416'RAILROAD AND THE EDGE OF A PROMINENT BLUFF OVERLOOKING THE RIVER
 KD0416'FARM LANDS TO THE NORTH, 28.0 FEET NORTH OF THE CENTER LINE OF THE
 KD0416'HIGHWAY, 42.0 FEET SOUTH AND 19.0 FEET EAST OF THE SOUTHEAST CORNER
 KD0416'OF AN UNPAINTED FARM HOME, 24.0 FEET WEST OF A GATE, 2.0 FEET
 KD0416'SOUTH OF A FENCE, 1.2 FOOT EAST OF A REFERENCE POST, SET IN THE
 KD0416'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 KD0416
 KD0416                          STATION RECOVERY (1962)
 KD0416
 KD0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0416'RECOVERED IN GOOD CONDITION.
 KD0416
 KD0416                          STATION RECOVERY (1986)
 KD0416
 KD0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0416'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  18.8 KM (11.7
 KD0416'MI) WESTERLY ALONG U.S. HIGHWAY 65 FROM ITS JUNCTION WITH STATE
 KD0416'HIGHWAY 240 IN MARSHALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0651 ***********************************************************************
 JC0651  DESIGNATION -  518.1
 JC0651  PID         -  JC0651
 JC0651  STATE/COUNTY-  MO/GASCONADE
 JC0651  USGS QUAD   -  HERMANN (1985)
 JC0651
 JC0651                         *CURRENT SURVEY CONTROL
 JC0651  ___________________________________________________________________
 JC0651* NAD 83(1986)-  38 41 44.     (N)    091 26 26.     (W)     SCALED    
 JC0651* NAVD 88     -       158.021  (meters)     518.44   (feet)  ADJUSTED  
 JC0651  ___________________________________________________________________
 JC0651  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JC0651  DYNAMIC HT  -         157.917 (meters)     518.10  (feet)  COMP
 JC0651  MODELED GRAV-     979,966.6   (mgal)                       NAVD 88
 JC0651
 JC0651  VERT ORDER  -  SECOND    CLASS 0
 JC0651
 JC0651.The horizontal coordinates were scaled from a topographic map and have
 JC0651.an estimated accuracy of +/- 6 seconds.
 JC0651
 JC0651.The orthometric height was determined by differential leveling
 JC0651.and adjusted by the National Geodetic Survey in June 1991..
 JC0651
 JC0651.The geoid height was determined by GEOID03.
 JC0651
 JC0651.The dynamic height is computed by dividing the NAVD 88
 JC0651.geopotential number by the normal gravity value computed on the
 JC0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0651.degrees latitude (g = 980.6199 gals.).
 JC0651
 JC0651.The modeled gravity was interpolated from observed gravity values.
 JC0651
 JC0651;                    North         East    Units  Estimated Accuracy
 JC0651;SPC MO E     -   318,060.      168,180.      MT  (+/- 180 meters Scaled)
 JC0651
 JC0651                          SUPERSEDED SURVEY CONTROL
 JC0651
 JC0651  NGVD 29 (??/??/92)  158.032  (m)          518.48   (f) ADJ UNCH    2 0
 JC0651
 JC0651.Superseded values are not recommended for survey control.
 JC0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0651.See file dsdata.txt to determine how the superseded data were derived.
 JC0651
 JC0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC356841(NAD 83)
 JC0651_MARKER: Q = CHISELED SQUARE
 JC0651_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC0651_SP_SET: BRIDGE ABUTMENT
 JC0651_MARK LOGO: NONE  
 JC0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0651
 JC0651  HISTORY     - Date     Condition        Report By
 JC0651  HISTORY     - UNK      MONUMENTED       USGS
 JC0651  HISTORY     - 1938     GOOD             NGS
 JC0651  HISTORY     - 1986     POOR             NGS
 JC0651
 JC0651                          STATION DESCRIPTION
 JC0651
 JC0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0651'IN HERMANN.
 JC0651'AT HERMANN, GASCONADE COUNTY, ON STATE HIGHWAY 19, AT THE
 JC0651'JUNCTION OF COUNTY ROAD J, AT A BRIDGE, AND ON THE CENTER OF
 JC0651'THE TOP OF THE NORTH END OF THE EAST ABUTMENT, PAINTED USGS 518.1
 JC0651'TBM.  A CHISELED SQUARE.
 JC0651
 JC0651                          STATION RECOVERY (1986)
 JC0651
 JC0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0651'RECOVERED IN POOR CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JC0651'NEW DESCRIPTION FOLLOWS.  IN HERMAN, AT THE INTERSECTION OF STATE
 JC0651'HIGHWAYS 19 AND 100, A CHISELED SQUARE IN THE NORTH END OF THE EAST
 JC0651'CONCRETE ABUTMENT OF THE HIGHWAY 100 BRIDGE SPANNING FRENE CREEK,
 JC0651'11.2 M (36.7 FT) WEST OF THE CENTERLINE OF HIGHWAY 19, 4.3 M (14.1 FT)
 JC0651'NORTH OF THE CENTERLINE OF HIGHWAY 100, AND 0.2 M (0.7 FT) SOUTH OF
 JC0651'THE NORTH END OF THE ABUTMENT.  NOTE THE CHISELED SQUARE IS WEATHER
 JC0651'BEATEN AND IS BEARLY VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0590 ***********************************************************************
 JC0590  DESIGNATION -  53 CAP
 JC0590  PID         -  JC0590
 JC0590  STATE/COUNTY-  MO/FRANKLIN
 JC0590  USGS QUAD   -  WASHINGTON WEST (1985)
 JC0590
 JC0590                         *CURRENT SURVEY CONTROL
 JC0590  ___________________________________________________________________
 JC0590* NAD 83(1986)-  38 34 51.     (N)    091 02 36.     (W)     SCALED    
 JC0590* NAVD 88     -       149.832  (meters)     491.57   (feet)  ADJUSTED  
 JC0590  ___________________________________________________________________
 JC0590  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC0590  DYNAMIC HT  -         149.736 (meters)     491.26  (feet)  COMP
 JC0590  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JC0590
 JC0590  VERT ORDER  -  FIRST     CLASS II
 JC0590
 JC0590.The horizontal coordinates were scaled from a topographic map and have
 JC0590.an estimated accuracy of +/- 6 seconds.
 JC0590
 JC0590.The orthometric height was determined by differential leveling
 JC0590.and adjusted by the National Geodetic Survey in June 1991..
 JC0590
 JC0590.The geoid height was determined by GEOID03.
 JC0590
 JC0590.The dynamic height is computed by dividing the NAVD 88
 JC0590.geopotential number by the normal gravity value computed on the
 JC0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0590.degrees latitude (g = 980.6199 gals.).
 JC0590
 JC0590.The modeled gravity was interpolated from observed gravity values.
 JC0590
 JC0590;                    North         East    Units  Estimated Accuracy
 JC0590;SPC MO E     -   305,040.      202,660.      MT  (+/- 180 meters Scaled)
 JC0590
 JC0590                          SUPERSEDED SURVEY CONTROL
 JC0590
 JC0590  NGVD 29 (??/??/92)  149.898  (m)          491.79   (f) ADJ UNCH    1 2
 JC0590
 JC0590.Superseded values are not recommended for survey control.
 JC0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0590.See file dsdata.txt to determine how the superseded data were derived.
 JC0590
 JC0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC704720(NAD 83)
 JC0590_MARKER: P = PIPE CAP
 JC0590_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0590_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0590
 JC0590  HISTORY     - Date     Condition        Report By
 JC0590  HISTORY     - UNK      MONUMENTED       MORC
 JC0590  HISTORY     - 1946     GOOD             NGS
 JC0590  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0590
 JC0590                          STATION DESCRIPTION
 JC0590
 JC0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0590'2.1 MI NW FROM WASHINGTON.
 JC0590'ABOUT 2-1/8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0590'FROM WASHINGTON, FRANKLIN COUNTY, ABOUT 1/4 MILE NORTHWEST OF A
 JC0590'HOUSE SITUATED ON THE TOP OF THE NORTHWEST POINT OF A HILL, ABOUT
 JC0590'186 YARDS SOUTHWEST OF A WAGON-ROAD CROSSING ABOUT 6 POLES
 JC0590'SOUTHEAST OF MILEPOST 57, ABOUT 160 YARDS NORTHEAST OF THE BED OF
 JC0590'ST. JOHNS CREEK, ABOUT 14 YARDS SOUTHWEST OF A WAGON ROAD CROSSING
 JC0590'AN EMBANKMENT (FORMERLY A RAILROAD GRADE), JUST NORTHWEST OF A
 JC0590'WAGON ROAD, AND 15 FEET NORTHEAST OF A LONE 30-INCH ELM TREE.  A
 JC0590'COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES SQUARE AND SET
 JC0590'ABOUT 4 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 JC0590'PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND AND BEARING A
 JC0590'MISSOURI RIVER COMMISSION STANDARD CAP.
 JC0590
 JC0590                          STATION RECOVERY (1986)
 JC0590
 JC0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0808 ***********************************************************************
 LF0808  DESIGNATION -  54
 LF0808  PID         -  LF0808
 LF0808  STATE/COUNTY-  MO/ATCHISON
 LF0808  USGS QUAD   -  HAMBURG (1984)
 LF0808
 LF0808                         *CURRENT SURVEY CONTROL
 LF0808  ___________________________________________________________________
 LF0808* NAD 83(1986)-  40 31 10.     (N)    095 38 09.     (W)     SCALED    
 LF0808* NAVD 88     -       276.674  (meters)     907.72   (feet)  ADJUSTED  
 LF0808  ___________________________________________________________________
 LF0808  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LF0808  DYNAMIC HT  -         276.527 (meters)     907.24  (feet)  COMP
 LF0808  MODELED GRAV-     980,086.7   (mgal)                       NAVD 88
 LF0808
 LF0808  VERT ORDER  -  FIRST     CLASS II
 LF0808
 LF0808.The horizontal coordinates were scaled from a topographic map and have
 LF0808.an estimated accuracy of +/- 6 seconds.
 LF0808
 LF0808.The orthometric height was determined by differential leveling
 LF0808.and adjusted by the National Geodetic Survey in June 1991..
 LF0808
 LF0808.The geoid height was determined by GEOID03.
 LF0808
 LF0808.The dynamic height is computed by dividing the NAVD 88
 LF0808.geopotential number by the normal gravity value computed on the
 LF0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0808.degrees latitude (g = 980.6199 gals.).
 LF0808
 LF0808.The modeled gravity was interpolated from observed gravity values.
 LF0808
 LF0808;                    North         East    Units  Estimated Accuracy
 LF0808;SPC MO W     -   483,760.      753,750.      MT  (+/- 180 meters Scaled)
 LF0808
 LF0808                          SUPERSEDED SURVEY CONTROL
 LF0808
 LF0808  NGVD 29 (??/??/92)  276.580  (m)          907.41   (f) ADJ UNCH    1 2
 LF0808
 LF0808.Superseded values are not recommended for survey control.
 LF0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0808.See file dsdata.txt to determine how the superseded data were derived.
 LF0808
 LF0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE767887(NAD 83)
 LF0808_MARKER: Z = SEE DESCRIPTION
 LF0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0808+STABILITY: SURFACE MOTION
 LF0808
 LF0808  HISTORY     - Date     Condition        Report By
 LF0808  HISTORY     - UNK      MONUMENTED       AEROS
 LF0808  HISTORY     - 1948     GOOD             NGS
 LF0808  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF0808  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0808  HISTORY     - 19890814 MARK NOT FOUND   NGS
 LF0808
 LF0808                          STATION DESCRIPTION
 LF0808
 LF0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0808'2.9 MI N FROM WATSON.
 LF0808'2.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0808'FROM THE STATION AT WATSON, 0.25 MILE SOUTH OF MILEPOST 137,
 LF0808'91.6 FEET SOUTH SOUTHEAST OF THE SOUTH CONCRETE GATE POST FOR A GATE
 LF0808'IN THE WEST RIGHT-OF-WAY FENCE, 88.0 FEET SOUTH OF THE CENTER
 LF0808'LINE OF A PRIVATE ROAD CROSSING, 71.6 FEET SOUTHWEST OF A
 LF0808'WHISTLE POST, 5.4 FEET WEST OF THE WEST RAIL, 1.4 FEET BELOW
 LF0808'THE SURFACE OF THE RAILS, 0.6 FOOT BELOW THE SURFACE OF THE
 LF0808'GROUND, AN IRON PIN SET IN THE TOP OF A CONCRETE POST.
 LF0808
 LF0808                          STATION RECOVERY (1961)
 LF0808
 LF0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0808'MARK NOT FOUND.
 LF0808
 LF0808                          STATION RECOVERY (1976)
 LF0808
 LF0808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0808'MARK NOT FOUND.
 LF0808
 LF0808                          STATION RECOVERY (1989)
 LF0808
 LF0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0187 ***********************************************************************
 JD0187  DESIGNATION -  547.2
 JD0187  PID         -  JD0187
 JD0187  STATE/COUNTY-  MO/COLE
 JD0187  USGS QUAD   -  WESTPHALIA WEST (1987)
 JD0187
 JD0187                         *CURRENT SURVEY CONTROL
 JD0187  ___________________________________________________________________
 JD0187* NAD 83(1986)-  38 29 54.     (N)    092 01 06.     (W)     SCALED    
 JD0187* NAVD 88     -       166.882  (meters)     547.51   (feet)  ADJUSTED  
 JD0187  ___________________________________________________________________
 JD0187  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JD0187  DYNAMIC HT  -         166.769 (meters)     547.14  (feet)  COMP
 JD0187  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 JD0187
 JD0187  VERT ORDER  -  FIRST     CLASS II
 JD0187
 JD0187.The horizontal coordinates were scaled from a topographic map and have
 JD0187.an estimated accuracy of +/- 6 seconds.
 JD0187
 JD0187.The orthometric height was determined by differential leveling
 JD0187.and adjusted by the National Geodetic Survey in June 1991..
 JD0187
 JD0187.The geoid height was determined by GEOID03.
 JD0187
 JD0187.The dynamic height is computed by dividing the NAVD 88
 JD0187.geopotential number by the normal gravity value computed on the
 JD0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0187.degrees latitude (g = 980.6199 gals.).
 JD0187
 JD0187.The modeled gravity was interpolated from observed gravity values.
 JD0187
 JD0187;                    North         East    Units  Estimated Accuracy
 JD0187;SPC MO C     -   295,850.      542,020.      MT  (+/- 180 meters Scaled)
 JD0187
 JD0187                          SUPERSEDED SURVEY CONTROL
 JD0187
 JD0187  NGVD 29 (??/??/92)  166.862  (m)          547.45   (f) ADJ UNCH    1 2
 JD0187
 JD0187.Superseded values are not recommended for survey control.
 JD0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0187.See file dsdata.txt to determine how the superseded data were derived.
 JD0187
 JD0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC856615(NAD 83)
 JD0187_MARKER: Q = CHISELED SQUARE
 JD0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0187_SP_SET: CULVERT
 JD0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0187
 JD0187  HISTORY     - Date     Condition        Report By
 JD0187  HISTORY     - UNK      MONUMENTED       USGS
 JD0187  HISTORY     - 1934     GOOD             NGS
 JD0187
 JD0187                          STATION DESCRIPTION
 JD0187
 JD0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0187'2.2 MI E FROM SCHUBERT.
 JD0187'2.2 MILES EAST ALONG U.S. HIGHWAY 50 FROM SCHUBERT, AT THE
 JD0187'JUNCTION OF A ROAD LEADING WEST, 55 FEET WEST OF THE CENTERLINE
 JD0187'OF THE HIGHWAY, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 JD0187'AT A CULVERT, AND ON THE TOP OF THE SOUTH CONCRETE HEADWALL.
 JD0187'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0595 ***********************************************************************
 JC0595  DESIGNATION -  55 CAP
 JC0595  PID         -  JC0595
 JC0595  STATE/COUNTY-  MO/FRANKLIN
 JC0595  USGS QUAD   -  WASHINGTON WEST (1985)
 JC0595
 JC0595                         *CURRENT SURVEY CONTROL
 JC0595  ___________________________________________________________________
 JC0595* NAD 83(1986)-  38 35 57.     (N)    091 06 23.     (W)     SCALED    
 JC0595* NAVD 88     -       153.075  (meters)     502.21   (feet)  ADJUSTED  
 JC0595  ___________________________________________________________________
 JC0595  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JC0595  DYNAMIC HT  -         152.979 (meters)     501.90  (feet)  COMP
 JC0595  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 JC0595
 JC0595  VERT ORDER  -  FIRST     CLASS II
 JC0595
 JC0595.The horizontal coordinates were scaled from a topographic map and have
 JC0595.an estimated accuracy of +/- 6 seconds.
 JC0595
 JC0595.The orthometric height was determined by differential leveling
 JC0595.and adjusted by the National Geodetic Survey in June 1991..
 JC0595
 JC0595.The geoid height was determined by GEOID03.
 JC0595
 JC0595.The dynamic height is computed by dividing the NAVD 88
 JC0595.geopotential number by the normal gravity value computed on the
 JC0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0595.degrees latitude (g = 980.6199 gals.).
 JC0595
 JC0595.The modeled gravity was interpolated from observed gravity values.
 JC0595
 JC0595;                    North         East    Units  Estimated Accuracy
 JC0595;SPC MO E     -   307,110.      197,180.      MT  (+/- 180 meters Scaled)
 JC0595
 JC0595                          SUPERSEDED SURVEY CONTROL
 JC0595
 JC0595  NGVD 29 (??/??/92)  153.136  (m)          502.41   (f) ADJ UNCH    1 2
 JC0595
 JC0595.Superseded values are not recommended for survey control.
 JC0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0595.See file dsdata.txt to determine how the superseded data were derived.
 JC0595
 JC0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC648739(NAD 83)
 JC0595_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JC0595_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0595_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0595
 JC0595  HISTORY     - Date     Condition        Report By
 JC0595  HISTORY     - UNK      MONUMENTED       MORC
 JC0595  HISTORY     - 1946     GOOD             NGS
 JC0595  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0595
 JC0595                          STATION DESCRIPTION
 JC0595
 JC0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0595'6.2 MI SE FROM NEW HAVEN.
 JC0595'ABOUT 6.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0595'FROM THE STATION AT NEW HAVEN, ABOUT 6.3 MILES NORTHWEST OF
 JC0595'WASHINGTON, ACROSS THE TRACKS FROM MILE POST 61, ABOUT 50 YARDS
 JC0595'NORTHWEST OF A SMALL FRAME BUILDING, 60.0 FEET SOUTHWEST OF AND
 JC0595'ABOUT LEVEL WITH THE CENTER LINE OF THE SOUTHWEST TRACK, 60.0
 JC0595'FEET WEST OF THE WEST END OF THE SOUTH HEADWALL OF A STONE
 JC0595'CULVERT UNDER THE OLD RAILROAD GRADE AND 4.0 FEET NORTHEAST OF THE
 JC0595'RIGHT OF WAY FENCE.  A COPPER BOLT LEADED IN THE TOP OF A STONE
 JC0595'AND SET ABOUT 4.0 FEET BELOW GROUND, ACCESS TO WHICH IS HAD
 JC0595'THROUGH AN IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND AND
 JC0595'BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 JC0595
 JC0595                          STATION RECOVERY (1986)
 JC0595
 JC0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0576 ***********************************************************************
 LF0576  DESIGNATION -  56
 LF0576  PID         -  LF0576
 LF0576  STATE/COUNTY-  MO/ATCHISON
 LF0576  USGS QUAD   -  ROCK PORT (1981)
 LF0576
 LF0576                         *CURRENT SURVEY CONTROL
 LF0576  ___________________________________________________________________
 LF0576* NAD 83(1986)-  40 24 13.     (N)    095 36 01.     (W)     SCALED    
 LF0576* NAVD 88     -       272.442  (meters)     893.84   (feet)  ADJUSTED  
 LF0576  ___________________________________________________________________
 LF0576  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF0576  DYNAMIC HT  -         272.298 (meters)     893.36  (feet)  COMP
 LF0576  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 LF0576
 LF0576  VERT ORDER  -  FIRST     CLASS II
 LF0576
 LF0576.The horizontal coordinates were scaled from a topographic map and have
 LF0576.an estimated accuracy of +/- 6 seconds.
 LF0576
 LF0576.The orthometric height was determined by differential leveling
 LF0576.and adjusted by the National Geodetic Survey in June 1991..
 LF0576
 LF0576.The geoid height was determined by GEOID03.
 LF0576
 LF0576.The dynamic height is computed by dividing the NAVD 88
 LF0576.geopotential number by the normal gravity value computed on the
 LF0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0576.degrees latitude (g = 980.6199 gals.).
 LF0576
 LF0576.The modeled gravity was interpolated from observed gravity values.
 LF0576
 LF0576;                    North         East    Units  Estimated Accuracy
 LF0576;SPC MO W     -   470,860.      756,600.      MT  (+/- 180 meters Scaled)
 LF0576
 LF0576                          SUPERSEDED SURVEY CONTROL
 LF0576
 LF0576  NGVD 29 (??/??/92)  272.354  (m)          893.55   (f) ADJ UNCH    1 2
 LF0576
 LF0576.Superseded values are not recommended for survey control.
 LF0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0576.See file dsdata.txt to determine how the superseded data were derived.
 LF0576
 LF0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE793758(NAD 83)
 LF0576_MARKER: N = NAIL
 LF0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0576+STABILITY: SURFACE MOTION
 LF0576
 LF0576  HISTORY     - Date     Condition        Report By
 LF0576  HISTORY     - UNK      MONUMENTED       AEROS
 LF0576  HISTORY     - 1948     GOOD             NGS
 LF0576  HISTORY     - 1961     GOOD             NGS
 LF0576  HISTORY     - 19890726 MARK NOT FOUND   NGS
 LF0576
 LF0576                          STATION DESCRIPTION
 LF0576
 LF0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0576'AT PHELPS CITY.
 LF0576'AT PHELPS CITY, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0576'ABOUT 0.15 MILE NORTH OF THE STATION, IN THE SOUTHWEST QUARTER
 LF0576'OF THE CROSSING OF THE TRACKS AND STATE HIGHWAY NO. 4, 55.6 FEET
 LF0576'SOUTHWEST OF THE SOUTHWEST BOLT IN THE CONCRETE BASE OF THE
 LF0576'CROSSING SIGNAL ON THE EAST SIDE OF TRACKS, 32.0 FEET SOUTH
 LF0576'OF THE CENTER LINE OF THE HIGHWAY, 14.7 FEET SOUTH-SOUTHEAST
 LF0576'OF THE SOUTHEAST BOLT IN THE CONCRETE BASE OF THE CROSSING SIGNAL
 LF0576'ON THE WEST SIDE OF THE TRACKS, 5.8 FEET WEST OF THE WEST RAIL
 LF0576'OF THE MAIN TRACK, THE POINT OF A NAIL SET IN THE TOP OF A 4-INCH
 LF0576'CONCRETE POST 1.3 FEET BELOW THE LEVEL OF THE RAILS AND 0.2 FOOT
 LF0576'BELOW THE LEVEL OF THE GROUND.
 LF0576
 LF0576                          STATION RECOVERY (1961)
 LF0576
 LF0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0576'RECOVERED IN GOOD CONDITION.
 LF0576
 LF0576                          STATION RECOVERY (1989)
 LF0576
 LF0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0957 ***********************************************************************
 JC0957  DESIGNATION -  565.5
 JC0957  PID         -  JC0957
 JC0957  STATE/COUNTY-  MO/OSAGE
 JC0957  USGS QUAD   -  WESTPHALIA EAST (1981)
 JC0957
 JC0957                         *CURRENT SURVEY CONTROL
 JC0957  ___________________________________________________________________
 JC0957* NAD 83(1986)-  38 25 55.     (N)    091 59 22.     (W)     SCALED    
 JC0957* NAVD 88     -       172.396  (meters)     565.60   (feet)  ADJUSTED  
 JC0957  ___________________________________________________________________
 JC0957  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JC0957  DYNAMIC HT  -         172.277 (meters)     565.21  (feet)  COMP
 JC0957  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 JC0957
 JC0957  VERT ORDER  -  FIRST     CLASS II
 JC0957
 JC0957.The horizontal coordinates were scaled from a topographic map and have
 JC0957.an estimated accuracy of +/- 6 seconds.
 JC0957
 JC0957.The orthometric height was determined by differential leveling
 JC0957.and adjusted by the National Geodetic Survey in June 1991..
 JC0957
 JC0957.The geoid height was determined by GEOID03.
 JC0957
 JC0957.The dynamic height is computed by dividing the NAVD 88
 JC0957.geopotential number by the normal gravity value computed on the
 JC0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0957.degrees latitude (g = 980.6199 gals.).
 JC0957
 JC0957.The modeled gravity was interpolated from observed gravity values.
 JC0957
 JC0957;                    North         East    Units  Estimated Accuracy
 JC0957;SPC MO C     -   288,500.      544,580.      MT  (+/- 180 meters Scaled)
 JC0957
 JC0957                          SUPERSEDED SURVEY CONTROL
 JC0957
 JC0957  NGVD 29 (??/??/92)  172.379  (m)          565.55   (f) ADJ UNCH    1 2
 JC0957
 JC0957.Superseded values are not recommended for survey control.
 JC0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0957.See file dsdata.txt to determine how the superseded data were derived.
 JC0957
 JC0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC882542(NAD 83)
 JC0957_MARKER: Q = CHISELED SQUARE
 JC0957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0957_SP_SET: BRIDGE
 JC0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0957
 JC0957  HISTORY     - Date     Condition        Report By
 JC0957  HISTORY     - UNK      MONUMENTED       USGS
 JC0957  HISTORY     - 1934     GOOD             NGS
 JC0957  HISTORY     - 1971     GOOD             USGS
 JC0957
 JC0957                          STATION DESCRIPTION
 JC0957
 JC0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0957'1 MI S FROM WESTPHALIA.
 JC0957'1.0 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM WESTPHALIA, OSAGE
 JC0957'COUNTY, AT THE NORTHWEST CORNER OF THE BRIDGE OVER MARIES RIVER,
 JC0957'AND ON THE TOP OF THE CONCRETE WINGWALL.  A CHISELED SQUARE.
 JC0957
 JC0957                          STATION RECOVERY (1971)
 JC0957
 JC0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JC0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0732 ***********************************************************************
 JC0732  DESIGNATION -  565.6
 JC0732  PID         -  JC0732
 JC0732  STATE/COUNTY-  MO/FRANKLIN
 JC0732  USGS QUAD   -  UNION (1980)
 JC0732
 JC0732                         *CURRENT SURVEY CONTROL
 JC0732  ___________________________________________________________________
 JC0732* NAD 83(1986)-  38 26 43.     (N)    091 00 22.     (W)     SCALED    
 JC0732* NAVD 88     -       172.347  (meters)     565.44   (feet)  ADJUSTED  
 JC0732  ___________________________________________________________________
 JC0732  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JC0732  DYNAMIC HT  -         172.235 (meters)     565.07  (feet)  COMP
 JC0732  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 JC0732
 JC0732  VERT ORDER  -  SECOND    CLASS 0
 JC0732
 JC0732.The horizontal coordinates were scaled from a topographic map and have
 JC0732.an estimated accuracy of +/- 6 seconds.
 JC0732
 JC0732.The orthometric height was determined by differential leveling
 JC0732.and adjusted by the National Geodetic Survey in June 1991..
 JC0732.WARNING-Repeat measurements at this control monument indicate possible
 JC0732.vertical movement.
 JC0732
 JC0732.The geoid height was determined by GEOID03.
 JC0732
 JC0732.The dynamic height is computed by dividing the NAVD 88
 JC0732.geopotential number by the normal gravity value computed on the
 JC0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0732.degrees latitude (g = 980.6199 gals.).
 JC0732
 JC0732.The modeled gravity was interpolated from observed gravity values.
 JC0732
 JC0732;                    North         East    Units  Estimated Accuracy
 JC0732;SPC MO E     -   289,980.      205,820.      MT  (+/- 180 meters Scaled)
 JC0732
 JC0732                          SUPERSEDED SURVEY CONTROL
 JC0732
 JC0732  NGVD 29 (??/??/92)  172.400  (m)          565.62   (f) ADJ UNCH    2 0
 JC0732
 JC0732.Superseded values are not recommended for survey control.
 JC0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0732.See file dsdata.txt to determine how the superseded data were derived.
 JC0732
 JC0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC740571(NAD 83)
 JC0732_MARKER: Q = CHISELED SQUARE
 JC0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0732_SP_SET: FLAGPOLE CONCRETE BASE
 JC0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0732
 JC0732  HISTORY     - Date     Condition        Report By
 JC0732  HISTORY     - UNK      MONUMENTED       USGS
 JC0732  HISTORY     - 1940     GOOD             NGS
 JC0732
 JC0732                          STATION DESCRIPTION
 JC0732
 JC0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0732'AT UNION.
 JC0732'AT UNION, FRANKLIN COUNTY, 44.7 FEET NORTH OF THE NORTHWEST
 JC0732'CORNER OF THE COUNTY COURTHOUSE, 41.7 FEET WEST OF THE WEST
 JC0732'EDGE OF THE SIDEWALK LEADING TO THE NORTH ENTRANCE, AND ON THE
 JC0732'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE FLAGPOLE.
 JC0732'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0596 ***********************************************************************
 JC0596  DESIGNATION -  57
 JC0596  PID         -  JC0596
 JC0596  STATE/COUNTY-  MO/FRANKLIN
 JC0596  USGS QUAD   -  WASHINGTON WEST (1985)
 JC0596
 JC0596                         *CURRENT SURVEY CONTROL
 JC0596  ___________________________________________________________________
 JC0596* NAD 83(1986)-  38 35 43.     (N)    091 07 25.     (W)     SCALED    
 JC0596* NAVD 88     -       148.377  (meters)     486.80   (feet)  ADJUSTED  
 JC0596  ___________________________________________________________________
 JC0596  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JC0596  DYNAMIC HT  -         148.283 (meters)     486.49  (feet)  COMP
 JC0596  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JC0596
 JC0596  VERT ORDER  -  FIRST     CLASS II
 JC0596
 JC0596.The horizontal coordinates were scaled from a topographic map and have
 JC0596.an estimated accuracy of +/- 6 seconds.
 JC0596
 JC0596.The orthometric height was determined by differential leveling
 JC0596.and adjusted by the National Geodetic Survey in June 1991..
 JC0596
 JC0596.The geoid height was determined by GEOID03.
 JC0596
 JC0596.The dynamic height is computed by dividing the NAVD 88
 JC0596.geopotential number by the normal gravity value computed on the
 JC0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0596.degrees latitude (g = 980.6199 gals.).
 JC0596
 JC0596.The modeled gravity was interpolated from observed gravity values.
 JC0596
 JC0596;                    North         East    Units  Estimated Accuracy
 JC0596;SPC MO E     -   306,690.      195,680.      MT  (+/- 180 meters Scaled)
 JC0596
 JC0596                          SUPERSEDED SURVEY CONTROL
 JC0596
 JC0596  NGVD 29 (??/??/92)  148.44   (m)          487.0    (f) COMPUTED    1 2
 JC0596
 JC0596.Superseded values are not recommended for survey control.
 JC0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0596.See file dsdata.txt to determine how the superseded data were derived.
 JC0596
 JC0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC634735(NAD 83)
 JC0596_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JC0596_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0596_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0596
 JC0596  HISTORY     - Date     Condition        Report By
 JC0596  HISTORY     - UNK      MONUMENTED       MORC
 JC0596  HISTORY     - 1946     GOOD             NGS
 JC0596  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0596
 JC0596                          STATION DESCRIPTION
 JC0596
 JC0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0596'5.2 MI SE FROM NEW HAVEN.
 JC0596'ABOUT 5.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0596'STATION AT NEW HAVEN, ABOUT 90 YARDS SOUTH OF AND ACROSS THE
 JC0596'TRACKS FROM MILE POST 62, ABOUT 60 YARDS NORTHWEST OF A FARMHOUSE,
 JC0596'ABOUT 35 YARDS SOUTH OF THE OLD RAILROAD GRADE AND NEAR THE
 JC0596'CENTER OF A SMALL CLEARING.  A COPPER BOLT LEADED IN THE TOP OF A
 JC0596'STONE AND SET ABOUT 2.5 FEET BELOW GROUND, ACCESS TO WHICH IS HAD
 JC0596'THROUGH AN IRON PIPE PROJECTING ABOUT 1.5 FEET ABOVE GROUND AND
 JC0596'BEARING A MISSOURI RIVER COMMISSION IRON CAP.
 JC0596
 JC0596                          STATION RECOVERY (1986)
 JC0596
 JC0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0395 ***********************************************************************
 KC0395  DESIGNATION -  573
 KC0395  PID         -  KC0395
 KC0395  STATE/COUNTY-  MO/PIKE
 KC0395  USGS QUAD   -  PLEASANT HILL WEST (1993)
 KC0395
 KC0395                         *CURRENT SURVEY CONTROL
 KC0395  ___________________________________________________________________
 KC0395* NAD 83(1986)-  39 24 02.     (N)    090 58 01.     (W)     SCALED    
 KC0395* NAVD 88     -       146.011  (meters)     479.04   (feet)  ADJUSTED  
 KC0395  ___________________________________________________________________
 KC0395  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KC0395  DYNAMIC HT  -         145.927 (meters)     478.76  (feet)  COMP
 KC0395  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 KC0395
 KC0395  VERT ORDER  -  SECOND    CLASS 0
 KC0395
 KC0395.The horizontal coordinates were scaled from a topographic map and have
 KC0395.an estimated accuracy of +/- 6 seconds.
 KC0395
 KC0395.The orthometric height was determined by differential leveling
 KC0395.and adjusted by the National Geodetic Survey in June 1991..
 KC0395
 KC0395.The geoid height was determined by GEOID03.
 KC0395
 KC0395.The dynamic height is computed by dividing the NAVD 88
 KC0395.geopotential number by the normal gravity value computed on the
 KC0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0395.degrees latitude (g = 980.6199 gals.).
 KC0395
 KC0395.The modeled gravity was interpolated from observed gravity values.
 KC0395
 KC0395;                    North         East    Units  Estimated Accuracy
 KC0395;SPC MO E     -   396,000.      209,780.      MT  (+/- 180 meters Scaled)
 KC0395
 KC0395                          SUPERSEDED SURVEY CONTROL
 KC0395
 KC0395  NGVD 29 (??/??/92)  146.08   (m)          479.3    (f) COMPUTED    2 0
 KC0395
 KC0395.Superseded values are not recommended for survey control.
 KC0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0395.See file dsdata.txt to determine how the superseded data were derived.
 KC0395
 KC0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD750632(NAD 83)
 KC0395_MARKER: DD = SURVEY DISK
 KC0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0395_STAMPING: 573 R 84
 KC0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0395+STABILITY: SURFACE MOTION
 KC0395
 KC0395  HISTORY     - Date     Condition        Report By
 KC0395  HISTORY     - UNK      MONUMENTED       DOD
 KC0395  HISTORY     - 1935     GOOD             NGS
 KC0395
 KC0395                          STATION DESCRIPTION
 KC0395
 KC0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0395'4 MI N FROM CLARKSVILLE.
 KC0395'4.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0395'FROM THE STATION AT CLARKSVILLE, PIKE COUNTY, 0.5 MILE NORTH OF
 KC0395'THE SIGN MC INTOSH STATION 1 MILE, ON A KNOLL, 50 YARDS SOUTH
 KC0395'OF A BLOCK SIGNAL, AND 22 YARDS NORTH OF THE CENTERLINE OF THE
 KC0395'TRACK.  A CORPS OF ENGINEERS, U.S. ARMY DISK, STAMPED 573 R 84
 KC0395'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0269 ***********************************************************************
 HC0269  DESIGNATION -  575.14
 HC0269  PID         -  HC0269
 HC0269  STATE/COUNTY-  MO/WAYNE
 HC0269  USGS QUAD   -  GREENVILLE SW (1966)
 HC0269
 HC0269                         *CURRENT SURVEY CONTROL
 HC0269  ___________________________________________________________________
 HC0269* NAD 83(1986)-  37 02 42.     (N)    090 28 32.     (W)     SCALED    
 HC0269* NAVD 88     -       175.236  (meters)     574.92   (feet)  ADJUSTED  
 HC0269  ___________________________________________________________________
 HC0269  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HC0269  DYNAMIC HT  -         175.097 (meters)     574.46  (feet)  COMP
 HC0269  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 HC0269
 HC0269  VERT ORDER  -  SECOND    CLASS 0
 HC0269
 HC0269.The horizontal coordinates were scaled from a topographic map and have
 HC0269.an estimated accuracy of +/- 6 seconds.
 HC0269
 HC0269.The orthometric height was determined by differential leveling
 HC0269.and adjusted by the National Geodetic Survey in June 1991..
 HC0269
 HC0269.The geoid height was determined by GEOID03.
 HC0269
 HC0269.The dynamic height is computed by dividing the NAVD 88
 HC0269.geopotential number by the normal gravity value computed on the
 HC0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0269.degrees latitude (g = 980.6199 gals.).
 HC0269
 HC0269.The modeled gravity was interpolated from observed gravity values.
 HC0269
 HC0269;                    North         East    Units  Estimated Accuracy
 HC0269;SPC MO E     -   134,450.      252,170.      MT  (+/- 180 meters Scaled)
 HC0269
 HC0269                          SUPERSEDED SURVEY CONTROL
 HC0269
 HC0269  NGVD 29 (??/??/92)  175.280  (m)          575.06   (f) ADJ UNCH    2 0
 HC0269
 HC0269.Superseded values are not recommended for survey control.
 HC0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0269.See file dsdata.txt to determine how the superseded data were derived.
 HC0269
 HC0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB245028(NAD 83)
 HC0269_MARKER: Q = CHISELED SQUARE
 HC0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0269_SP_SET: CULVERT
 HC0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0269
 HC0269  HISTORY     - Date     Condition        Report By
 HC0269  HISTORY     - UNK      MONUMENTED       USGS
 HC0269  HISTORY     - 1934     GOOD             NGS
 HC0269
 HC0269                          STATION DESCRIPTION
 HC0269
 HC0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0269'4.2 MI N FROM TASKEE STATION.
 HC0269'4.2 MILES NORTH ALONG OLD U.S. HIGHWAY 67 FROM THE VILLAGE OF
 HC0269'TASKEE STATION, WAYNE COUNTY, AT AN OLD CONCRETE CULVERT, ON THE
 HC0269'SOUTH END OF THE WEST HEADWALL, 9 FEET WEST OF THE CENTERLINE OF
 HC0269'THE OLD HIGHWAY, AND 2 FEET SOUTH OF BENCH MARK D 174.  A
 HC0269'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0601 ***********************************************************************
 JC0601  DESIGNATION -  58
 JC0601  PID         -  JC0601
 JC0601  STATE/COUNTY-  MO/FRANKLIN
 JC0601  USGS QUAD   -  NEW HAVEN (1973)
 JC0601
 JC0601                         *CURRENT SURVEY CONTROL
 JC0601  ___________________________________________________________________
 JC0601* NAD 83(1986)-  38 36 15.     (N)    091 10 27.     (W)     SCALED    
 JC0601* NAVD 88     -       155.119  (meters)     508.92   (feet)  ADJUSTED  
 JC0601  ___________________________________________________________________
 JC0601  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JC0601  DYNAMIC HT  -         155.020 (meters)     508.59  (feet)  COMP
 JC0601  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 JC0601
 JC0601  VERT ORDER  -  FIRST     CLASS II
 JC0601
 JC0601.The horizontal coordinates were scaled from a topographic map and have
 JC0601.an estimated accuracy of +/- 6 seconds.
 JC0601
 JC0601.The orthometric height was determined by differential leveling
 JC0601.and adjusted by the National Geodetic Survey in June 1991..
 JC0601
 JC0601.The geoid height was determined by GEOID03.
 JC0601
 JC0601.The dynamic height is computed by dividing the NAVD 88
 JC0601.geopotential number by the normal gravity value computed on the
 JC0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0601.degrees latitude (g = 980.6199 gals.).
 JC0601
 JC0601.The modeled gravity was interpolated from observed gravity values.
 JC0601
 JC0601;                    North         East    Units  Estimated Accuracy
 JC0601;SPC MO E     -   307,710.      191,280.      MT  (+/- 180 meters Scaled)
 JC0601
 JC0601                          SUPERSEDED SURVEY CONTROL
 JC0601
 JC0601  NGVD 29 (??/??/92)  155.172  (m)          509.09   (f) ADJ UNCH    1 2
 JC0601
 JC0601.Superseded values are not recommended for survey control.
 JC0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0601.See file dsdata.txt to determine how the superseded data were derived.
 JC0601
 JC0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC589744(NAD 83)
 JC0601_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JC0601_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0601_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0601
 JC0601  HISTORY     - Date     Condition        Report By
 JC0601  HISTORY     - UNK      MONUMENTED       MORC
 JC0601  HISTORY     - 1946     GOOD             NGS
 JC0601  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0601
 JC0601                          STATION DESCRIPTION
 JC0601
 JC0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0601'2.5 MI SE FROM NEW HAVEN.
 JC0601'ABOUT 2-1/2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0601'FROM NEW HAVEN, FRANKLIN COUNTY, ON THE UPPER SIDE OF A RAVINE,
 JC0601'ABOUT 90 FEET SOUTH OF POLE 64+32, ABOUT 30 YARDS WEST OF THE
 JC0601'FORK OF TWO STREAMS, ABOUT 2 RAILS WEST OF A CORRUGATED-PIPE
 JC0601'CULVERT ABOVE AND TO THE EAST OF AN OLD STONE CULVERT UNDER THE
 JC0601'TRACK, ABOUT 5 YARDS EAST OF THE FIRST OUTCROP OF ROCK ON THE
 JC0601'SOUTH SIDE OF THE TRACK, 53 FEET SOUTH OF THE CENTER LINE OF THE
 JC0601'TRACK, 1-1/2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1
 JC0601'FOOT HIGHER THAN THE TOP OF THE RAIL.  A COPPER BOLT LEADED IN
 JC0601'THE TOP OF A STONE 18 INCHES SQUARE AND SET ABOUT 3-1/2 FEET
 JC0601'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 JC0601'PROJECTING ABOUT 6 INCHES ABOVE GROUND AND BEARING A MISSOURI
 JC0601'RIVER COMMISSION STANDARD CAP.
 JC0601
 JC0601                          STATION RECOVERY (1986)
 JC0601
 JC0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0227 ***********************************************************************
 JD0227  DESIGNATION -  589
 JD0227  PID         -  JD0227
 JD0227  STATE/COUNTY-  MO/MILLER
 JD0227  USGS QUAD   -  BAGNELL (1983)
 JD0227
 JD0227                         *CURRENT SURVEY CONTROL
 JD0227  ___________________________________________________________________
 JD0227* NAD 83(1986)-  38 13 38.     (N)    092 36 08.     (W)     SCALED    
 JD0227* NAVD 88     -       178.630  (meters)     586.06   (feet)  ADJUSTED  
 JD0227  ___________________________________________________________________
 JD0227  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JD0227  DYNAMIC HT  -         178.505 (meters)     585.65  (feet)  COMP
 JD0227  MODELED GRAV-     979,929.4   (mgal)                       NAVD 88
 JD0227
 JD0227  VERT ORDER  -  SECOND    CLASS 0
 JD0227
 JD0227.The horizontal coordinates were scaled from a topographic map and have
 JD0227.an estimated accuracy of +/- 6 seconds.
 JD0227
 JD0227.The orthometric height was determined by differential leveling
 JD0227.and adjusted by the National Geodetic Survey in June 1991..
 JD0227
 JD0227.The geoid height was determined by GEOID03.
 JD0227
 JD0227.The dynamic height is computed by dividing the NAVD 88
 JD0227.geopotential number by the normal gravity value computed on the
 JD0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0227.degrees latitude (g = 980.6199 gals.).
 JD0227
 JD0227.The modeled gravity was interpolated from observed gravity values.
 JD0227
 JD0227;                    North         East    Units  Estimated Accuracy
 JD0227;SPC MO C     -   265,660.      491,050.      MT  (+/- 180 meters Scaled)
 JD0227
 JD0227                          SUPERSEDED SURVEY CONTROL
 JD0227
 JD0227  NGVD 29 (??/??/92)  178.570  (m)          585.86   (f) ADJ UNCH    2 0
 JD0227
 JD0227.Superseded values are not recommended for survey control.
 JD0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0227.See file dsdata.txt to determine how the superseded data were derived.
 JD0227
 JD0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC348311(NAD 83)
 JD0227_MARKER: DD = SURVEY DISK
 JD0227_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JD0227_SP_SET: UNSPECIFIED ROCK
 JD0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0227
 JD0227  HISTORY     - Date     Condition        Report By
 JD0227  HISTORY     - UNK      MONUMENTED       USGS
 JD0227  HISTORY     - 1934     GOOD             NGS
 JD0227
 JD0227                          STATION DESCRIPTION
 JD0227
 JD0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0227'AT BAGNELL.
 JD0227'AT BAGNELL, ON THE MISSOURI PACIFIC RAILROAD, 170 YARDS NORTHWEST
 JD0227'OF THE STATION, 7 YARDS SOUTHEAST OF A SWITCH, 4 PACES NORTH
 JD0227'OF THE TRACK, AND IN THE TOP OF A ROCK.  A UNITED STATES GEOLOGICAL
 JD0227'SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0305 ***********************************************************************
 HD0305  DESIGNATION -  59 G
 HD0305  PID         -  HD0305
 HD0305  STATE/COUNTY-  MO/WRIGHT
 HD0305  USGS QUAD   -  MANSFIELD NE (1985)
 HD0305
 HD0305                         *CURRENT SURVEY CONTROL
 HD0305  ___________________________________________________________________
 HD0305* NAD 83(1986)-  37 08 56.     (N)    092 34 13.     (W)     SCALED    
 HD0305* NAVD 88     -       457.772  (meters)    1501.87   (feet)  ADJUSTED  
 HD0305  ___________________________________________________________________
 HD0305  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HD0305  DYNAMIC HT  -         457.400 (meters)    1500.65  (feet)  COMP
 HD0305  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 HD0305
 HD0305  VERT ORDER  -  SECOND    CLASS 0
 HD0305
 HD0305.The horizontal coordinates were scaled from a topographic map and have
 HD0305.an estimated accuracy of +/- 6 seconds.
 HD0305
 HD0305.The orthometric height was determined by differential leveling
 HD0305.and adjusted by the National Geodetic Survey in June 1991..
 HD0305
 HD0305.The geoid height was determined by GEOID03.
 HD0305
 HD0305.The dynamic height is computed by dividing the NAVD 88
 HD0305.geopotential number by the normal gravity value computed on the
 HD0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0305.degrees latitude (g = 980.6199 gals.).
 HD0305
 HD0305.The modeled gravity was interpolated from observed gravity values.
 HD0305
 HD0305;                    North         East    Units  Estimated Accuracy
 HD0305;SPC MO C     -   145,980.      493,760.      MT  (+/- 180 meters Scaled)
 HD0305
 HD0305                          SUPERSEDED SURVEY CONTROL
 HD0305
 HD0305  NGVD 29 (??/??/92)  457.622  (m)         1501.38   (f) ADJ UNCH    2 0
 HD0305
 HD0305.Superseded values are not recommended for survey control.
 HD0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0305.See file dsdata.txt to determine how the superseded data were derived.
 HD0305
 HD0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB381114(NAD 83)
 HD0305_MARKER: DD = SURVEY DISK
 HD0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0305_STAMPING: 59 G 1931
 HD0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0305+STABILITY: SURFACE MOTION
 HD0305
 HD0305  HISTORY     - Date     Condition        Report By
 HD0305  HISTORY     - 1931     MONUMENTED       USGS
 HD0305  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0305  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0305
 HD0305                          STATION DESCRIPTION
 HD0305
 HD0305'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HD0305'3.4 MI N FROM MANSFIELD.
 HD0305'3.4 MILES NORTH ALONG STATE HIGHWAY 5 FROM MANSFIELD, WRIGHT
 HD0305'COUNTY, AT THE BARNYARD OF IRA KELLY, 15 FEET NORTH OF THE
 HD0305'NORTH GATEPOST, AND 9 FEET WEST OF THE HIGHWAY RIGHT OF WAY.
 HD0305'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 59 G 1931 AND
 HD0305'SET IN THE TOP OF A CONCRETE POST.
 HD0305
 HD0305                          STATION RECOVERY (1977)
 HD0305
 HD0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0305'MARK NOT FOUND.
 HD0305
 HD0305                          STATION RECOVERY (1977)
 HD0305
 HD0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0226 ***********************************************************************
 JD0226  DESIGNATION -  590.8
 JD0226  PID         -  JD0226
 JD0226  STATE/COUNTY-  MO/MILLER
 JD0226  USGS QUAD   -  BAGNELL (1983)
 JD0226
 JD0226                         *CURRENT SURVEY CONTROL
 JD0226  ___________________________________________________________________
 JD0226* NAD 83(1986)-  38 14 00.     (N)    092 37 18.     (W)     SCALED    
 JD0226* NAVD 88     -       180.143  (meters)     591.02   (feet)  ADJUSTED  
 JD0226  ___________________________________________________________________
 JD0226  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JD0226  DYNAMIC HT  -         180.017 (meters)     590.61  (feet)  COMP
 JD0226  MODELED GRAV-     979,925.5   (mgal)                       NAVD 88
 JD0226
 JD0226  VERT ORDER  -  SECOND    CLASS 0
 JD0226
 JD0226.The horizontal coordinates were scaled from a topographic map and have
 JD0226.an estimated accuracy of +/- 6 seconds.
 JD0226
 JD0226.The orthometric height was determined by differential leveling
 JD0226.and adjusted by the National Geodetic Survey in June 1991..
 JD0226
 JD0226.The geoid height was determined by GEOID03.
 JD0226
 JD0226.The dynamic height is computed by dividing the NAVD 88
 JD0226.geopotential number by the normal gravity value computed on the
 JD0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0226.degrees latitude (g = 980.6199 gals.).
 JD0226
 JD0226.The modeled gravity was interpolated from observed gravity values.
 JD0226
 JD0226;                    North         East    Units  Estimated Accuracy
 JD0226;SPC MO C     -   266,340.      489,350.      MT  (+/- 180 meters Scaled)
 JD0226
 JD0226                          SUPERSEDED SURVEY CONTROL
 JD0226
 JD0226  NGVD 29 (??/??/92)  180.081  (m)          590.82   (f) ADJ UNCH    2 0
 JD0226
 JD0226.Superseded values are not recommended for survey control.
 JD0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0226.See file dsdata.txt to determine how the superseded data were derived.
 JD0226
 JD0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC331317(NAD 83)
 JD0226_MARKER: Q = CHISELED SQUARE
 JD0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0226_SP_SET: BRIDGE
 JD0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0226
 JD0226  HISTORY     - Date     Condition        Report By
 JD0226  HISTORY     - UNK      MONUMENTED       USGS
 JD0226  HISTORY     - 1934     GOOD             NGS
 JD0226
 JD0226                          STATION DESCRIPTION
 JD0226
 JD0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0226'9.5 MI NE FROM BAGNELL DAM.
 JD0226'9.5 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM ZEBRA, 2.6 MILES
 JD0226'NORTHEAST OF THE EAST END OF BAGNELL DAM, AT THE NORTHWEST
 JD0226'CORNER OF THE CONCRETE BRIDGE OVER GRAVOIS CREEK, AND ON THE TOP
 JD0226'OF THE CONCRETE WING WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0541 ***********************************************************************
 LD0541  DESIGNATION -  6
 LD0541  PID         -  LD0541
 LD0541  STATE/COUNTY-  MO/CLARK
 LD0541  USGS QUAD   -  WARSAW (1975)
 LD0541
 LD0541                         *CURRENT SURVEY CONTROL
 LD0541  ___________________________________________________________________
 LD0541* NAD 83(1986)-  40 16 50.     (N)    091 29 44.     (W)     SCALED    
 LD0541* NAVD 88     -       148.51   (+/-2cm)     487.2    (feet)  VERTCON   
 LD0541  ___________________________________________________________________
 LD0541  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0541
 LD0541  VERT ORDER  -  ? (See Below)
 LD0541
 LD0541.The horizontal coordinates were scaled from a topographic map and have
 LD0541.an estimated accuracy of +/- 6 seconds.
 LD0541
 LD0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0541.The vertical order pertains to the NGVD 29 superseded value.
 LD0541
 LD0541.The geoid height was determined by GEOID03.
 LD0541
 LD0541;                    North         East    Units  Estimated Accuracy
 LD0541;SPC MO E     -   494,070.      165,340.      MT  (+/- 180 meters Scaled)
 LD0541
 LD0541                          SUPERSEDED SURVEY CONTROL
 LD0541
 LD0541  NGVD 29 (??/??/92)  148.567  (m)          487.42   (f) ADJ UNCH    ?  
 LD0541
 LD0541.Superseded values are not recommended for survey control.
 LD0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0541.See file dsdata.txt to determine how the superseded data were derived.
 LD0541
 LD0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE278599(NAD 83)
 LD0541_MARKER: B = BOLT
 LD0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0541_SP_SET: BUILDING
 LD0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0541
 LD0541  HISTORY     - Date     Condition        Report By
 LD0541  HISTORY     - UNK      MONUMENTED       DOD
 LD0541  HISTORY     - 1934     MARK NOT FOUND   NGS
 LD0541
 LD0541                          STATION DESCRIPTION
 LD0541
 LD0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LD0541'AT GREGORYS LANDING.
 LD0541'AT GREGORYS LANDING, CLARK COUNTY, 165 YARDS NORTH OF A WAGON-ROAD
 LD0541'CROSSING, AT THE NORTHEAST CORNER OF THE BAPTIST CHURCH, IN THE
 LD0541'FRONT SIDE, AND IN THE UPPER CORNER OF THE STONE MASONRY.  A
 LD0541'COPPER BOLT LEADED HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0711 ***********************************************************************
 GE0711  DESIGNATION -  6 J
 GE0711  PID         -  GE0711
 GE0711  STATE/COUNTY-  MO/HOWELL
 GE0711  USGS QUAD   -  TRASK (1986)
 GE0711
 GE0711                         *CURRENT SURVEY CONTROL
 GE0711  ___________________________________________________________________
 GE0711* NAD 83(1986)-  36 58 24.     (N)    091 51 15.     (W)     SCALED    
 GE0711* NAVD 88     -       352.004  (meters)    1154.87   (feet)  POSTED    
 GE0711  ___________________________________________________________________
 GE0711  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GE0711  DYNAMIC HT  -         351.710 (meters)    1153.90  (feet)  COMP
 GE0711  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 GE0711
 GE0711  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0711
 GE0711.The horizontal coordinates were scaled from a topographic map and have
 GE0711.an estimated accuracy of +/- 6 seconds.
 GE0711
 GE0711.The orthometric height was determined by differential leveling
 GE0711.and adjusted by the National Geodetic Survey in 1992..
 GE0711.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0711.rate of 0.0 thru 1.0 mm/km.
 GE0711
 GE0711.The geoid height was determined by GEOID03.
 GE0711
 GE0711.The dynamic height is computed by dividing the NAVD 88
 GE0711.geopotential number by the normal gravity value computed on the
 GE0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0711.degrees latitude (g = 980.6199 gals.).
 GE0711
 GE0711.The modeled gravity was interpolated from observed gravity values.
 GE0711
 GE0711;                    North         East    Units  Estimated Accuracy
 GE0711;SPC MO C     -   126,690.      557,500.      MT  (+/- 180 meters Scaled)
 GE0711
 GE0711                          SUPERSEDED SURVEY CONTROL
 GE0711
 GE0711  NGVD 29 (??/??/92)  351.849  (m)         1154.36   (f) ADJ UNCH    3 0
 GE0711
 GE0711.Superseded values are not recommended for survey control.
 GE0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0711.See file dsdata.txt to determine how the superseded data were derived.
 GE0711
 GE0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA019925(NAD 83)
 GE0711_MARKER: DD = SURVEY DISK
 GE0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0711_STAMPING: 1154 6 J 1934
 GE0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0711+STABILITY: SURFACE MOTION
 GE0711
 GE0711  HISTORY     - Date     Condition        Report By
 GE0711  HISTORY     - 1934     MONUMENTED       USGS
 GE0711  HISTORY     - 1934     GOOD             NGS
 GE0711  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0711
 GE0711                          STATION DESCRIPTION
 GE0711
 GE0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0711'1.9 MI E FROM HUTTON VALLEY.
 GE0711'1.9 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0711'HUTTON VALLEY, HOWELL COUNTY, 48 FEET NORTH AND 9 FEET EAST OF
 GE0711'A ROAD CROSSING, 8 FEET EAST OF A GATEPOST, AND 2 FEET SOUTH
 GE0711'OF THE NORTH RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 GE0711'SURVEY STANDARD DISK, STAMPED 1154 6 J 1934 AND SET IN THE TOP
 GE0711'OF A CONCRETE POST.
 GE0711
 GE0711                          STATION RECOVERY (1977)
 GE0711
 GE0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0547 ***********************************************************************
 HC0547  DESIGNATION -  6 J
 HC0547  PID         -  HC0547
 HC0547  STATE/COUNTY-  MO/SHANNON
 HC0547  USGS QUAD   -  EMINENCE (1982)
 HC0547
 HC0547                         *CURRENT SURVEY CONTROL
 HC0547  ___________________________________________________________________
 HC0547* NAD 83(1986)-  37 09 01.     (N)    091 15 19.     (W)     SCALED    
 HC0547* NAVD 88     -       319.934  (meters)    1049.65   (feet)  POSTED    
 HC0547  ___________________________________________________________________
 HC0547  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HC0547  DYNAMIC HT  -         319.670 (meters)    1048.78  (feet)  COMP
 HC0547  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 HC0547
 HC0547  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HC0547
 HC0547.The horizontal coordinates were scaled from a topographic map and have
 HC0547.an estimated accuracy of +/- 6 seconds.
 HC0547
 HC0547.The orthometric height was determined by differential leveling
 HC0547.and adjusted by the National Geodetic Survey in 1992..
 HC0547.No vertical observational check was made to the station.
 HC0547.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HC0547.was located on a no-check spur therefore a value was not computed.
 HC0547
 HC0547.The geoid height was determined by GEOID03.
 HC0547
 HC0547.The dynamic height is computed by dividing the NAVD 88
 HC0547.geopotential number by the normal gravity value computed on the
 HC0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0547.degrees latitude (g = 980.6199 gals.).
 HC0547
 HC0547.The modeled gravity was interpolated from observed gravity values.
 HC0547
 HC0547;                    North         East    Units  Estimated Accuracy
 HC0547;SPC MO E     -   146,400.      182,910.      MT  (+/- 180 meters Scaled)
 HC0547
 HC0547                          SUPERSEDED SURVEY CONTROL
 HC0547
 HC0547.No superseded survey control is available for this station.
 HC0547
 HC0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB549129(NAD 83)
 HC0547_MARKER: DD = SURVEY DISK
 HC0547_SETTING: 66 = SET IN ROCK OUTCROP
 HC0547_SP_SET: ROCK OUTCROP
 HC0547_STAMPING: 1050 6 J 1933
 HC0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC0547+STABILITY: POSITION/ELEVATION WELL
 HC0547
 HC0547  HISTORY     - Date     Condition        Report By
 HC0547  HISTORY     - 1933     MONUMENTED       USGS
 HC0547  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0547  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0547
 HC0547                          STATION DESCRIPTION
 HC0547
 HC0547'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 HC0547'6.8 MI E FROM EMINENCE.
 HC0547'6.8 MILES EAST ALONG STATE HIGHWAY 106 FROM EMINENCE, SHANNON
 HC0547'COUNTY, IN SE 1/4 SEC. 27, T. 29 N., R. 3 W., 6 MILES WEST OF
 HC0547'POWDER MILL FORD, 56 FEET SOUTHEAST OF THE JUNCTION OF A ROAD
 HC0547'LEADING SOUTH, AND IN THE TOP OF A SANDSTONE OUTCROP.  A U.S.
 HC0547'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1050 6 J 1933.
 HC0547
 HC0547                          STATION RECOVERY (1977)
 HC0547
 HC0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0547'MARK NOT FOUND.
 HC0547
 HC0547                          STATION RECOVERY (1977)
 HC0547
 HC0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1739 ***********************************************************************
 JD1739  DESIGNATION -  6 L
 JD1739  PID         -  JD1739
 JD1739  STATE/COUNTY-  MO/ST CLAIR
 JD1739  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1739
 JD1739                         *CURRENT SURVEY CONTROL
 JD1739  ___________________________________________________________________
 JD1739* NAD 83(1986)-  38 09 22.     (N)    093 53 16.     (W)     SCALED    
 JD1739* NAVD 88     -       260.969  (meters)     856.20   (feet)  ADJUSTED  
 JD1739  ___________________________________________________________________
 JD1739  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JD1739  DYNAMIC HT  -         260.782 (meters)     855.58  (feet)  COMP
 JD1739  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 JD1739
 JD1739  VERT ORDER  -  SECOND    CLASS 0
 JD1739
 JD1739.The horizontal coordinates were scaled from a topographic map and have
 JD1739.an estimated accuracy of +/- 6 seconds.
 JD1739
 JD1739.The orthometric height was determined by differential leveling
 JD1739.and adjusted by the National Geodetic Survey in June 1991..
 JD1739
 JD1739.The geoid height was determined by GEOID03.
 JD1739
 JD1739.The dynamic height is computed by dividing the NAVD 88
 JD1739.geopotential number by the normal gravity value computed on the
 JD1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1739.degrees latitude (g = 980.6199 gals.).
 JD1739
 JD1739.The modeled gravity was interpolated from observed gravity values.
 JD1739
 JD1739;                    North         East    Units  Estimated Accuracy
 JD1739;SPC MO W     -   220,950.      903,660.      MT  (+/- 180 meters Scaled)
 JD1739
 JD1739                          SUPERSEDED SURVEY CONTROL
 JD1739
 JD1739  NGVD 29 (??/??/92)  260.863  (m)          855.85   (f) ADJ UNCH    2 0
 JD1739
 JD1739.Superseded values are not recommended for survey control.
 JD1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1739.See file dsdata.txt to determine how the superseded data were derived.
 JD1739
 JD1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC222235(NAD 83)
 JD1739_MARKER: DR = REFERENCE MARK DISK
 JD1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1739_STAMPING: 6 L 1936
 JD1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1739+STABILITY: SURFACE MOTION
 JD1739
 JD1739  HISTORY     - Date     Condition        Report By
 JD1739  HISTORY     - 1936     MONUMENTED       USGS
 JD1739  HISTORY     - 1963     GOOD             NGS
 JD1739
 JD1739                          STATION DESCRIPTION
 JD1739
 JD1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1739'2 MI W FROM OHIO.
 JD1739'ABOUT 2.0 MILES WEST ALONG STATE ROAD A FROM THE STORE AND
 JD1739'SERVICE STATION AT OHIO, OR 0.8 MILE NORTH ALONG STATE ROAD
 JD1739'M FROM C.L. PIEPMEIR STORE AT JOHNSON CITY, THENCE 0.95 MILE
 JD1739'EAST ALONG A GRAVELED ROAD, THENCE 0.3 MILE NORTH ALONG A
 JD1739'GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG A GRAVELED ROAD, THENCE
 JD1739'2.05 MILES NORTH ALONG A GRAVELED ROAD, 66 FEET SOUTHEAST OF
 JD1739'THE CENTER LINE OF A ROAD INTERSECTION, 54 1/2 FEET EAST OF
 JD1739'THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, 40 FEET SOUTH
 JD1739'OF THE CENTER LINE OF STATE ROAD A, 17 FEET EAST-SOUTHEAST OF
 JD1739'A POWER POLE, 6 FEET NORTHWEST OF AN OFF-SET IN A FENCE, AND
 JD1739'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0804 ***********************************************************************
 HC0804  DESIGNATION -  6 RGW
 HC0804  PID         -  HC0804
 HC0804  STATE/COUNTY-  MO/SHANNON
 HC0804  USGS QUAD   -  ALLEY SPRING (1985)
 HC0804
 HC0804                         *CURRENT SURVEY CONTROL
 HC0804  ___________________________________________________________________
 HC0804* NAD 83(1997)-  37 08 42.83835(N)    091 28 38.96571(W)     ADJUSTED  
 HC0804* NAVD 88     -       329.42   (+/-2cm)    1080.8    (feet)  VERTCON   
 HC0804  ___________________________________________________________________
 HC0804  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HC0804  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 HC0804
 HC0804  HORZ ORDER  -  SECOND
 HC0804  VERT ORDER  -  THIRD ? (See Below)
 HC0804
 HC0804.The horizontal coordinates were established by classical geodetic methods
 HC0804.and adjusted by the National Geodetic Survey in February 2000..
 HC0804
 HC0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0804.The vertical order pertains to the NGVD 29 superseded value.
 HC0804
 HC0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0804
 HC0804.The geoid height was determined by GEOID03.
 HC0804
 HC0804;                    North         East     Units Scale Factor Converg.
 HC0804;SPC MO E     -   146,016.622   163,162.339   MT  1.00002619   -0 35 25.0
 HC0804;UTM  15      - 4,112,068.661   635,213.176   MT  0.99982522   +0 55 10.2
 HC0804
 HC0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0804!SPC MO E     -   0.99995303  x   1.00002619  =   0.99997922
 HC0804!UTM  15      -   0.99995303  x   0.99982522  =   0.99977826
 HC0804
 HC0804                          SUPERSEDED SURVEY CONTROL
 HC0804
 HC0804  NAD 83(1986)-  37 08 42.84999(N)    091 28 38.96437(W) AD(       ) 2
 HC0804  NGVD 29 (07/19/86)  329.31   (m)         1080.4    (f) LEVELING    3  
 HC0804
 HC0804.Superseded values are not recommended for survey control.
 HC0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0804.See file dsdata.txt to determine how the superseded data were derived.
 HC0804
 HC0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB3521312069(NAD 83)
 HC0804_MARKER: DB = BENCH MARK DISK
 HC0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0804
 HC0804  HISTORY     - Date     Condition        Report By
 HC0804  HISTORY     - 1978     MONUMENTED       NGS
 HC0804
 HC0804                          STATION DESCRIPTION
 HC0804
 HC0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HC0804'THE STATION IS LOCATED 6-1/2 MILES WEST OF EMINENCE, 10-1/2
 HC0804'MILES EAST-SOUTHEAST OF SUMMERSVILLE, 11 MILES NORTH OF BIRCH
 HC0804'TREE, IN THE SOUTHEAST 1/4 OF SECTION 27, R 5 W, T 29 N AND
 HC0804'ON THE HIGHWAY RIGHT-OF-WAY.
 HC0804'
 HC0804'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JACKS
 HC0804'USING ELECTRONIC DISTANCE EQUIPMENT.
 HC0804'
 HC0804'TO REACH THE STATION FROM THE POST OFFICE IN SUMMERSVILLE, GO
 HC0804'EAST ON STATE HIGHWAY 106 FOR 6.4 MILES TO A FORK AND THE
 HC0804'JUNCTION OF COUNTY ROUTE D.  KEEP THE RIGHT FORK AND CONTINUE
 HC0804'EASTERLY ON STATE HIGHWAY 106 FOR 4.6 MILES TO THE STATION ON
 HC0804'THE RIGHT AS DESCRIBED.
 HC0804'
 HC0804'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 HC0804'BENCH MARK DISK
 HC0804'STAMPED---BM 6 RGW 1964---, SET IN A CONCRETE POST WHICH
 HC0804'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 54 FEET
 HC0804'SOUTHEAST OF THE CENTER OF HIGHWAY 106 AND 13 FEET
 HC0804'WEST-SOUTHWEST OF A 10-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0309 ***********************************************************************
 HD0309  DESIGNATION -  60 G
 HD0309  PID         -  HD0309
 HD0309  STATE/COUNTY-  MO/WRIGHT
 HD0309  USGS QUAD   -  MANSFIELD NE (1985)
 HD0309
 HD0309                         *CURRENT SURVEY CONTROL
 HD0309  ___________________________________________________________________
 HD0309* NAD 83(1986)-  37 11 17.     (N)    092 32 03.     (W)     SCALED    
 HD0309* NAVD 88     -       417.895  (meters)    1371.04   (feet)  ADJUSTED  
 HD0309  ___________________________________________________________________
 HD0309  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 HD0309  DYNAMIC HT  -         417.556 (meters)    1369.93  (feet)  COMP
 HD0309  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 HD0309
 HD0309  VERT ORDER  -  SECOND    CLASS 0
 HD0309
 HD0309.The horizontal coordinates were scaled from a topographic map and have
 HD0309.an estimated accuracy of +/- 6 seconds.
 HD0309
 HD0309.The orthometric height was determined by differential leveling
 HD0309.and adjusted by the National Geodetic Survey in June 1991..
 HD0309
 HD0309.The geoid height was determined by GEOID03.
 HD0309
 HD0309.The dynamic height is computed by dividing the NAVD 88
 HD0309.geopotential number by the normal gravity value computed on the
 HD0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0309.degrees latitude (g = 980.6199 gals.).
 HD0309
 HD0309.The modeled gravity was interpolated from observed gravity values.
 HD0309
 HD0309;                    North         East    Units  Estimated Accuracy
 HD0309;SPC MO C     -   150,320.      496,970.      MT  (+/- 180 meters Scaled)
 HD0309
 HD0309                          SUPERSEDED SURVEY CONTROL
 HD0309
 HD0309  NGVD 29 (??/??/92)  417.754  (m)         1370.58   (f) ADJ UNCH    2 0
 HD0309
 HD0309.Superseded values are not recommended for survey control.
 HD0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0309.See file dsdata.txt to determine how the superseded data were derived.
 HD0309
 HD0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB413158(NAD 83)
 HD0309_MARKER: DD = SURVEY DISK
 HD0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0309_STAMPING: 60 G 1931
 HD0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0309+STABILITY: SURFACE MOTION
 HD0309
 HD0309  HISTORY     - Date     Condition        Report By
 HD0309  HISTORY     - 1931     MONUMENTED       USGS
 HD0309  HISTORY     - 1977     GOOD             NGS
 HD0309  HISTORY     - 1977     GOOD             NGS
 HD0309
 HD0309                          STATION DESCRIPTION
 HD0309
 HD0309'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HD0309'6.8 MI N FROM MANSFIELD.
 HD0309'6.8 MILES NORTH ALONG STATE HIGHWAY 5 FROM MANSFIELD, WRIGHT
 HD0309'COUNTY, AT THE QUARTER SECTION CORNER BETWEEN SECTIONS 23 AND
 HD0309'24, T 29 N, R 15 W, 35 FEET EAST OF THE CENTERLINE OF THE
 HD0309'HIGHWAY, IN A PASTURE, AND 25 FEET NORTH OF A T-FENCE LEADING
 HD0309'EAST.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 60 G
 HD0309'1931 AND SET IN THE TOP OF A CONCRETE POST.
 HD0309
 HD0309                          STATION RECOVERY (1977)
 HD0309
 HD0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0309'RECOVERED IN GOOD CONDITION.
 HD0309
 HD0309                          STATION RECOVERY (1977)
 HD0309
 HD0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1817 ***********************************************************************
 JC1817  DESIGNATION -  60 M
 JC1817  PID         -  JC1817
 JC1817  STATE/COUNTY-  MO/ST LOUIS
 JC1817  USGS QUAD   -  WEBSTER GROVES (1993)
 JC1817
 JC1817                         *CURRENT SURVEY CONTROL
 JC1817  ___________________________________________________________________
 JC1817* NAD 83(1986)-  38 37 21.     (N)    090 17 19.     (W)     SCALED    
 JC1817* NAVD 88     -       142.20   (meters)     466.5    (feet)  RESET     
 JC1817  ___________________________________________________________________
 JC1817  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JC1817
 JC1817  VERT ORDER  -  THIRD
 JC1817
 JC1817.The horizontal coordinates were scaled from a topographic map and have
 JC1817.an estimated accuracy of +/- 6 seconds.
 JC1817
 JC1817.The orthometric height was computed from unverified reset data.
 JC1817.No vertical observational check was made to the station.
 JC1817
 JC1817.The geoid height was determined by GEOID03.
 JC1817
 JC1817;                    North         East    Units  Estimated Accuracy
 JC1817;SPC MO E     -   309,550.      268,410.      MT  (+/- 180 meters Scaled)
 JC1817
 JC1817                          SUPERSEDED SURVEY CONTROL
 JC1817
 JC1817  NGVD 29 (02/22/06)  142.31   (m)          466.9    (f) RESET       3  
 JC1817
 JC1817.Superseded values are not recommended for survey control.
 JC1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1817.See file dsdata.txt to determine how the superseded data were derived.
 JC1817
 JC1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC360783(NAD 83)
 JC1817_MARKER: DD = SURVEY DISK
 JC1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1817_SP_SET: CONCRETE POST
 JC1817_STAMPING: 60 M 1931 467
 JC1817_MARK LOGO: USGS  
 JC1817_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1817+STABILITY: SURFACE MOTION
 JC1817
 JC1817  HISTORY     - Date     Condition        Report By
 JC1817  HISTORY     - 1931     MONUMENTED       USGS
 JC1817  HISTORY     - 19840827 GOOD             USGS
 JC1817  HISTORY     - 19920427 GOOD             MOGS
 JC1817  HISTORY     - 19950408 GOOD             USPSQD
 JC1817  HISTORY     - 19990206 GOOD             USPSQD
 JC1817  HISTORY     - 20030409 GOOD             GEOCAC
 JC1817
 JC1817                          STATION DESCRIPTION
 JC1817
 JC1817'DESCRIBED BY US GEOLOGICAL SURVEY 1984
 JC1817'IN THE WEST PART OF ST LOUIS, IN THE NORTHWEST ANGLE OF THE
 JC1817'INTERSECTION OF HAMPTON AND MANCHESTER AVENUES, AT THE SOUTHEAST
 JC1817'CORNER OF THE GROUNDS OF THE GRATIOT SCHOOL, 14.0 M (45.9 FT) WEST
 JC1817'FROM THE CENTERLINE OF HAMPTON AVENUE, 12.65 M (41.50 FT) NORTH FROM
 JC1817'THE CENTERLINE OF MANCHESTER AVENUE, 4.83 M (15.85 FT) WEST-NORTHWEST
 JC1817'FROM THE SOUTHEAST CORNER OF A CONCRETE RETAINING WALL, 3.20 M
 JC1817'(10.50 FT) SOUTHWEST FROM A METAL SIGNPOST FOR THE GRATIOT SCHOOL.
 JC1817
 JC1817                          STATION RECOVERY (1992)
 JC1817
 JC1817'RECOVERY NOTE BY MISSOURI GEODETIC SURVEY 1992
 JC1817'RECOVERED IN GOOD CONDITION.
 JC1817
 JC1817                          STATION RECOVERY (1995)
 JC1817
 JC1817'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC1817'RECOVERED IN GOOD CONDITION.
 JC1817
 JC1817                          STATION RECOVERY (1999)
 JC1817
 JC1817'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC1817'RECOVERED IN GOOD CONDITION.
 JC1817
 JC1817                          STATION RECOVERY (2003)
 JC1817
 JC1817'RECOVERY NOTE BY GEOCACHING 2003
 JC1817'THE DESCRIPTION IS GOOD BUT THE LOCATION LAT. / LON. ARE INCORRECT BY
 JC1817'19.5 MILES.  SINCE THIS MAY AFFECT SOME OF YOUR RETRIEVALS, I SUBMIT
 JC1817'THE FOLLOWING APPROXIMATE CORRECTION.
 JC1817' 
 JC1817'LOCATION LAT. / LON. ARE FROM A QUICK READING OF MY HANDHELD
 JC1817'RECREATIONAL MAGELLAN MERIDAIN GOLD GPS  N 38 37.351 W 90 17.315
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0604 ***********************************************************************
 JC0604  DESIGNATION -  60=18/1 CAP
 JC0604  PID         -  JC0604
 JC0604  STATE/COUNTY-  MO/FRANKLIN
 JC0604  USGS QUAD   -  NEW HAVEN (1973)
 JC0604
 JC0604                         *CURRENT SURVEY CONTROL
 JC0604  ___________________________________________________________________
 JC0604* NAD 83(1986)-  38 36 56.     (N)    091 13 01.     (W)     SCALED    
 JC0604* NAVD 88     -       154.718  (meters)     507.60   (feet)  ADJUSTED  
 JC0604  ___________________________________________________________________
 JC0604  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JC0604  DYNAMIC HT  -         154.618 (meters)     507.28  (feet)  COMP
 JC0604  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 JC0604
 JC0604  VERT ORDER  -  FIRST     CLASS II
 JC0604
 JC0604.The horizontal coordinates were scaled from a topographic map and have
 JC0604.an estimated accuracy of +/- 6 seconds.
 JC0604
 JC0604.The orthometric height was determined by differential leveling
 JC0604.and adjusted by the National Geodetic Survey in June 1991..
 JC0604
 JC0604.The geoid height was determined by GEOID03.
 JC0604
 JC0604.The dynamic height is computed by dividing the NAVD 88
 JC0604.geopotential number by the normal gravity value computed on the
 JC0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0604.degrees latitude (g = 980.6199 gals.).
 JC0604
 JC0604.The modeled gravity was interpolated from observed gravity values.
 JC0604
 JC0604;                    North         East    Units  Estimated Accuracy
 JC0604;SPC MO E     -   309,000.      187,560.      MT  (+/- 180 meters Scaled)
 JC0604
 JC0604                          SUPERSEDED SURVEY CONTROL
 JC0604
 JC0604  NGVD 29 (??/??/92)  154.765  (m)          507.76   (f) ADJ UNCH    1 2
 JC0604
 JC0604.Superseded values are not recommended for survey control.
 JC0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0604.See file dsdata.txt to determine how the superseded data were derived.
 JC0604
 JC0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC552756(NAD 83)
 JC0604_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JC0604_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0604_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0604
 JC0604  HISTORY     - Date     Condition        Report By
 JC0604  HISTORY     - UNK      MONUMENTED       MORC
 JC0604  HISTORY     - 1946     GOOD             NGS
 JC0604  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0604
 JC0604                          STATION DESCRIPTION
 JC0604
 JC0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0604'AT NEW HAVEN.
 JC0604'AT NEW HAVEN, FRANKLIN COUNTY, ABOUT 100 YARDS WEST OF THE
 JC0604'WEST END OF THE MISSOURI PACIFIC RAILROAD STATION, ABOUT 250
 JC0604'FEET SOUTHWEST OF THE TRACK, 11.7 FEET SOUTHWEST OF THE NORTH
 JC0604'CORNER OF A 3-STORY BRICK BUILDING, 4-1/2 FEET NORTHEAST OF THE
 JC0604'CONCRETE CURB AROUND THE BASEMENT ENTRANCE, 1 FOOT FROM THE
 JC0604'NORTHWEST WALL OF THE BUILDING, AND 11 FEET SOUTH OF A FIRE
 JC0604'HYDRANT.  A COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES
 JC0604'SQUARE AND SET ABOUT 4 FEET UNDER GROUND, ACCESS TO WHICH IS
 JC0604'HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 JC0604'STANDARD CAP ABOUT 1 INCH BELOW THE SURFACE OF THE SIDEWALK.
 JC0604
 JC0604                          STATION RECOVERY (1986)
 JC0604
 JC0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0606 ***********************************************************************
 JC0606  DESIGNATION -  61
 JC0606  PID         -  JC0606
 JC0606  STATE/COUNTY-  MO/FRANKLIN
 JC0606  USGS QUAD   -  NEW HAVEN (1973)
 JC0606
 JC0606                         *CURRENT SURVEY CONTROL
 JC0606  ___________________________________________________________________
 JC0606* NAD 83(1986)-  38 37 29.     (N)    091 14 42.     (W)     SCALED    
 JC0606* NAVD 88     -       156.253  (meters)     512.64   (feet)  ADJUSTED  
 JC0606  ___________________________________________________________________
 JC0606  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JC0606  DYNAMIC HT  -         156.152 (meters)     512.31  (feet)  COMP
 JC0606  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 JC0606
 JC0606  VERT ORDER  -  FIRST     CLASS II
 JC0606
 JC0606.The horizontal coordinates were scaled from a topographic map and have
 JC0606.an estimated accuracy of +/- 6 seconds.
 JC0606
 JC0606.The orthometric height was determined by differential leveling
 JC0606.and adjusted by the National Geodetic Survey in June 1991..
 JC0606
 JC0606.The geoid height was determined by GEOID03.
 JC0606
 JC0606.The dynamic height is computed by dividing the NAVD 88
 JC0606.geopotential number by the normal gravity value computed on the
 JC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0606.degrees latitude (g = 980.6199 gals.).
 JC0606
 JC0606.The modeled gravity was interpolated from observed gravity values.
 JC0606
 JC0606;                    North         East    Units  Estimated Accuracy
 JC0606;SPC MO E     -   310,040.      185,130.      MT  (+/- 180 meters Scaled)
 JC0606
 JC0606                          SUPERSEDED SURVEY CONTROL
 JC0606
 JC0606  NGVD 29 (??/??/92)  156.297  (m)          512.78   (f) ADJ UNCH    1 2
 JC0606
 JC0606.Superseded values are not recommended for survey control.
 JC0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0606.See file dsdata.txt to determine how the superseded data were derived.
 JC0606
 JC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC527765(NAD 83)
 JC0606_MARKER: B = BOLT
 JC0606_SETTING: 66 = SET IN ROCK OUTCROP
 JC0606_SP_SET: ROCK LEDGE
 JC0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0606+STABILITY: POSITION/ELEVATION WELL
 JC0606
 JC0606  HISTORY     - Date     Condition        Report By
 JC0606  HISTORY     - UNK      MONUMENTED       MORC
 JC0606  HISTORY     - 1946     GOOD             NGS
 JC0606  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0606
 JC0606                          STATION DESCRIPTION
 JC0606
 JC0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0606'1.7 MI NW FROM NEW HAVEN.
 JC0606'ABOUT 1-3/4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0606'FROM NEW HAVEN, FRANKLIN COUNTY, ABOUT 13 RAILS SOUTHEAST OF A
 JC0606'CONCRETE CULVERT (1928) UNDER THE RAILROAD GRADE, DIRECTLY
 JC0606'OPPOSITE THE SECOND POLE EAST OF MILEPOST 69, ABOUT 4 RAILS
 JC0606'WEST OF AN ELECTRIC BLOCK SIGNAL ON THE SOUTH SIDE OF THE
 JC0606'TRACK, ABOUT 100 FEET EAST OF THE BEGINNING OF THE ROCK LEDGE,
 JC0606'51 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRACK, 27 FEET EAST
 JC0606'OF THE CENTER OF AN ARCH CULVERT, ABOUT 3-1/2 FEET HIGHER THAN
 JC0606'THE OLD GRADE, AND IN A SMOOTH GRAY VERTICAL LEDGE.  A PUNCH
 JC0606'MARK ON THE END OF A COPPER BOLT, LEADED HORIZONTALLY AND
 JC0606'SURROUNDED BY THE CHISELED LETTERS U.S.P.B.M.
 JC0606
 JC0606                          STATION RECOVERY (1986)
 JC0606
 JC0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0313 ***********************************************************************
 HD0313  DESIGNATION -  61 G
 HD0313  PID         -  HD0313
 HD0313  STATE/COUNTY-  MO/WRIGHT
 HD0313  USGS QUAD   -  MANSFIELD NE (1985)
 HD0313
 HD0313                         *CURRENT SURVEY CONTROL
 HD0313  ___________________________________________________________________
 HD0313* NAD 83(1986)-  37 13 26.     (N)    092 31 35.     (W)     SCALED    
 HD0313* NAVD 88     -       409.567  (meters)    1343.72   (feet)  ADJUSTED  
 HD0313  ___________________________________________________________________
 HD0313  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 HD0313  DYNAMIC HT  -         409.239 (meters)    1342.64  (feet)  COMP
 HD0313  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 HD0313
 HD0313  VERT ORDER  -  SECOND    CLASS 0
 HD0313
 HD0313.The horizontal coordinates were scaled from a topographic map and have
 HD0313.an estimated accuracy of +/- 6 seconds.
 HD0313
 HD0313.The orthometric height was determined by differential leveling
 HD0313.and adjusted by the National Geodetic Survey in June 1991..
 HD0313
 HD0313.The geoid height was determined by GEOID03.
 HD0313
 HD0313.The dynamic height is computed by dividing the NAVD 88
 HD0313.geopotential number by the normal gravity value computed on the
 HD0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0313.degrees latitude (g = 980.6199 gals.).
 HD0313
 HD0313.The modeled gravity was interpolated from observed gravity values.
 HD0313
 HD0313;                    North         East    Units  Estimated Accuracy
 HD0313;SPC MO C     -   154,300.      497,660.      MT  (+/- 180 meters Scaled)
 HD0313
 HD0313                          SUPERSEDED SURVEY CONTROL
 HD0313
 HD0313  NGVD 29 (??/??/92)  409.432  (m)         1343.28   (f) ADJ UNCH    2 0
 HD0313
 HD0313.Superseded values are not recommended for survey control.
 HD0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0313.See file dsdata.txt to determine how the superseded data were derived.
 HD0313
 HD0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB420198(NAD 83)
 HD0313_MARKER: DD = SURVEY DISK
 HD0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0313_STAMPING: 61 G 1931
 HD0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0313+STABILITY: SURFACE MOTION
 HD0313
 HD0313  HISTORY     - Date     Condition        Report By
 HD0313  HISTORY     - 1931     MONUMENTED       USGS
 HD0313  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0313  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0313
 HD0313                          STATION DESCRIPTION
 HD0313
 HD0313'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HD0313'2.4 MI S FROM HARTVILLE.
 HD0313'2.4 MILES SOUTH ALONG STATE HIGHWAY 5 FROM HARTVILLE, WRIGHT
 HD0313'COUNTY, AT THE JUNCTION OF A ROAD LEADING EAST, 65 FEET EAST
 HD0313'OF THE HIGHWAY, 25 FEET SOUTH OF THE ROAD, IN A PASTURE, AND 3 FEET
 HD0313'EAST OF AN 18 INCH HICKORY TREE.  A U.S. GEOLOGICAL SURVEY
 HD0313'STANDARD DISK, STAMPED 61 G 1931 AND SET IN THE TOP OF A
 HD0313'CONCRETE POST.
 HD0313
 HD0313                          STATION RECOVERY (1977)
 HD0313
 HD0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0313'MARK NOT FOUND.
 HD0313
 HD0313                          STATION RECOVERY (1977)
 HD0313
 HD0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0180 ***********************************************************************
 JD0180  DESIGNATION -  618.1
 JD0180  PID         -  JD0180
 JD0180  STATE/COUNTY-  MO/OSAGE
 JD0180  USGS QUAD   -  WESTPHALIA WEST (1987)
 JD0180
 JD0180                         *CURRENT SURVEY CONTROL
 JD0180  ___________________________________________________________________
 JD0180* NAD 83(1986)-  38 27 51.     (N)    092 00 11.     (W)     SCALED    
 JD0180* NAVD 88     -       188.500  (meters)     618.44   (feet)  ADJUSTED  
 JD0180  ___________________________________________________________________
 JD0180  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JD0180  DYNAMIC HT  -         188.371 (meters)     618.01  (feet)  COMP
 JD0180  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 JD0180
 JD0180  VERT ORDER  -  FIRST     CLASS II
 JD0180
 JD0180.The horizontal coordinates were scaled from a topographic map and have
 JD0180.an estimated accuracy of +/- 6 seconds.
 JD0180
 JD0180.The orthometric height was determined by differential leveling
 JD0180.and adjusted by the National Geodetic Survey in June 1991..
 JD0180
 JD0180.The geoid height was determined by GEOID03.
 JD0180
 JD0180.The dynamic height is computed by dividing the NAVD 88
 JD0180.geopotential number by the normal gravity value computed on the
 JD0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0180.degrees latitude (g = 980.6199 gals.).
 JD0180
 JD0180.The modeled gravity was interpolated from observed gravity values.
 JD0180
 JD0180;                    North         East    Units  Estimated Accuracy
 JD0180;SPC MO C     -   292,070.      543,370.      MT  (+/- 180 meters Scaled)
 JD0180
 JD0180                          SUPERSEDED SURVEY CONTROL
 JD0180
 JD0180  NGVD 29 (??/??/92)  188.480  (m)          618.37   (f) ADJ UNCH    1 2
 JD0180
 JD0180.Superseded values are not recommended for survey control.
 JD0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0180.See file dsdata.txt to determine how the superseded data were derived.
 JD0180
 JD0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC869577(NAD 83)
 JD0180_MARKER: Q = CHISELED SQUARE
 JD0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0180_SP_SET: CULVERT
 JD0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0180
 JD0180  HISTORY     - Date     Condition        Report By
 JD0180  HISTORY     - UNK      MONUMENTED       USGS
 JD0180  HISTORY     - 1934     GOOD             NGS
 JD0180
 JD0180                          STATION DESCRIPTION
 JD0180
 JD0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0180'1.6 MI N FROM WESTPHALIA.
 JD0180'1.6 MILES NORTH ALONG U.S. HIGHWAY 63 FROM WESTPHALIA, AT THE
 JD0180'JUNCTION OF A PRIVATE ROAD LEADING SOUTHEAST TO A FARMHOUSE, 50
 JD0180'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET NORTH OF
 JD0180'THE CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND ON THE
 JD0180'TOP OF THE SOUTH END OF THE EAST HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0608 ***********************************************************************
 JC0608  DESIGNATION -  62
 JC0608  PID         -  JC0608
 JC0608  STATE/COUNTY-  MO/FRANKLIN
 JC0608  USGS QUAD   -  TRELOAR (1985)
 JC0608
 JC0608                         *CURRENT SURVEY CONTROL
 JC0608  ___________________________________________________________________
 JC0608* NAD 83(1986)-  38 37 32.     (N)    091 14 51.     (W)     SCALED    
 JC0608* NAVD 88     -       155.378  (meters)     509.77   (feet)  ADJUSTED  
 JC0608  ___________________________________________________________________
 JC0608  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JC0608  DYNAMIC HT  -         155.278 (meters)     509.44  (feet)  COMP
 JC0608  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 JC0608
 JC0608  VERT ORDER  -  FIRST     CLASS II
 JC0608
 JC0608.The horizontal coordinates were scaled from a topographic map and have
 JC0608.an estimated accuracy of +/- 6 seconds.
 JC0608
 JC0608.The orthometric height was determined by differential leveling
 JC0608.and adjusted by the National Geodetic Survey in June 1991..
 JC0608
 JC0608.The geoid height was determined by GEOID03.
 JC0608
 JC0608.The dynamic height is computed by dividing the NAVD 88
 JC0608.geopotential number by the normal gravity value computed on the
 JC0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0608.degrees latitude (g = 980.6199 gals.).
 JC0608
 JC0608.The modeled gravity was interpolated from observed gravity values.
 JC0608
 JC0608;                    North         East    Units  Estimated Accuracy
 JC0608;SPC MO E     -   310,130.      184,910.      MT  (+/- 180 meters Scaled)
 JC0608
 JC0608                          SUPERSEDED SURVEY CONTROL
 JC0608
 JC0608  NGVD 29 (??/??/92)  155.422  (m)          509.91   (f) ADJ UNCH    1 2
 JC0608
 JC0608.Superseded values are not recommended for survey control.
 JC0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0608.See file dsdata.txt to determine how the superseded data were derived.
 JC0608
 JC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC525766(NAD 83)
 JC0608_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JC0608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0608_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0608
 JC0608  HISTORY     - Date     Condition        Report By
 JC0608  HISTORY     - UNK      MONUMENTED       MORC
 JC0608  HISTORY     - 1946     GOOD             NGS
 JC0608  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0608
 JC0608                          STATION DESCRIPTION
 JC0608
 JC0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0608'1.9 MI NW FROM NEW HAVEN.
 JC0608'ABOUT 2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0608'NEW HAVEN, FRANKLIN COUNTY, ABOUT 14 RAILS WEST OF A CONCRETE
 JC0608'CULVERT UNDER THE RAILROAD GRADE, ABOUT 25 YARDS SOUTHEAST OF
 JC0608'THE DIVERGENCE OF THE NEW AND OLD GRADES, SOUTH ACROSS THE
 JC0608'TRACK FROM POLE 69+5, 48 FEET SOUTHWEST OF THE CENTER LINE OF
 JC0608'THE SOUTHWEST TRACK, AND 25-1/2 FEET SOUTHWEST OF THE
 JC0608'RIGHT-OF-WAY FENCE.  A COPPER BOLT LEADED IN THE TOP OF A STONE
 JC0608'18 INCHES SQUARE AND SET ABOUT 2 FEET UNDER GROUND, ACCESS TO
 JC0608'WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 20 INCHES
 JC0608'ABOVE GROUND AND BEARING A MISSOURI RIVER COMMISSION STANDARD
 JC0608'CAP.
 JC0608
 JC0608                          STATION RECOVERY (1986)
 JC0608
 JC0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0316 ***********************************************************************
 HD0316  DESIGNATION -  62 G
 HD0316  PID         -  HD0316
 HD0316  STATE/COUNTY-  MO/WRIGHT
 HD0316  USGS QUAD   -  HARTVILLE (1956)
 HD0316
 HD0316                         *CURRENT SURVEY CONTROL
 HD0316  ___________________________________________________________________
 HD0316* NAD 83(1986)-  37 15 01.     (N)    092 30 38.     (W)     SCALED    
 HD0316* NAVD 88     -       365.589  (meters)    1199.44   (feet)  ADJUSTED  
 HD0316  ___________________________________________________________________
 HD0316  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HD0316  DYNAMIC HT  -         365.301 (meters)    1198.49  (feet)  COMP
 HD0316  MODELED GRAV-     979,831.3   (mgal)                       NAVD 88
 HD0316
 HD0316  VERT ORDER  -  SECOND    CLASS 0
 HD0316
 HD0316.The horizontal coordinates were scaled from a topographic map and have
 HD0316.an estimated accuracy of +/- 6 seconds.
 HD0316
 HD0316.The orthometric height was determined by differential leveling
 HD0316.and adjusted by the National Geodetic Survey in June 1991..
 HD0316
 HD0316.The geoid height was determined by GEOID03.
 HD0316
 HD0316.The dynamic height is computed by dividing the NAVD 88
 HD0316.geopotential number by the normal gravity value computed on the
 HD0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0316.degrees latitude (g = 980.6199 gals.).
 HD0316
 HD0316.The modeled gravity was interpolated from observed gravity values.
 HD0316
 HD0316;                    North         East    Units  Estimated Accuracy
 HD0316;SPC MO C     -   157,230.      499,060.      MT  (+/- 180 meters Scaled)
 HD0316
 HD0316                          SUPERSEDED SURVEY CONTROL
 HD0316
 HD0316  NGVD 29 (??/??/92)  365.458  (m)         1199.01   (f) ADJ UNCH    2 0
 HD0316
 HD0316.Superseded values are not recommended for survey control.
 HD0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0316.See file dsdata.txt to determine how the superseded data were derived.
 HD0316
 HD0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB434227(NAD 83)
 HD0316_MARKER: DD = SURVEY DISK
 HD0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0316_STAMPING: 62 G 1931
 HD0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0316+STABILITY: SURFACE MOTION
 HD0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0316+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2001
 HD0316
 HD0316  HISTORY     - Date     Condition        Report By
 HD0316  HISTORY     - 1931     MONUMENTED       USGS
 HD0316  HISTORY     - 1977     GOOD             NGS
 HD0316  HISTORY     - 1977     GOOD             NGS
 HD0316  HISTORY     - 1988     GOOD             USPSQD
 HD0316  HISTORY     - 20010126 GOOD             LOCSUR
 HD0316
 HD0316                          STATION DESCRIPTION
 HD0316
 HD0316'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HD0316'AT HARTVILLE.
 HD0316'AT HARTVILLE, WRIGHT COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 HD0316'EAST ENTRANCE TO THE COURTHOUSE LAWN, 4.5 FEET SOUTH OF THE
 HD0316'SOUTH EDGE OF THE SIDEWALK, AND 3 FEET WEST OF THE EAST EDGE
 HD0316'OF THE RETAINING WALL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 HD0316'STAMPED 62 G 1931 AND SET IN THE TOP OF A CONCRETE POST.
 HD0316
 HD0316                          STATION RECOVERY (1977)
 HD0316
 HD0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0316'RECOVERED IN GOOD CONDITION.
 HD0316
 HD0316                          STATION RECOVERY (1977)
 HD0316
 HD0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0316'RECOVERED IN GOOD CONDITION.
 HD0316
 HD0316                          STATION RECOVERY (1988)
 HD0316
 HD0316'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0316'RECOVERED IN GOOD CONDITION.
 HD0316
 HD0316                          STATION RECOVERY (2001)
 HD0316
 HD0316'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (RLT)
 HD0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0456 ***********************************************************************
 JC0456  DESIGNATION -  623.7
 JC0456  PID         -  JC0456
 JC0456  STATE/COUNTY-  MO/JEFFERSON
 JC0456  USGS QUAD   -  TIFF (1981)
 JC0456
 JC0456                         *CURRENT SURVEY CONTROL
 JC0456  ___________________________________________________________________
 JC0456* NAD 83(1986)-  38 04 33.     (N)    090 37 33.     (W)     SCALED    
 JC0456* NAVD 88     -       189.81   (+/-2cm)     622.7    (feet)  VERTCON   
 JC0456  ___________________________________________________________________
 JC0456  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 JC0456
 JC0456  VERT ORDER  -  ? (See Below)
 JC0456
 JC0456.The horizontal coordinates were scaled from a topographic map and have
 JC0456.an estimated accuracy of +/- 6 seconds.
 JC0456
 JC0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0456.The vertical order pertains to the NGVD 29 superseded value.
 JC0456
 JC0456.The geoid height was determined by GEOID03.
 JC0456
 JC0456;                    North         East    Units  Estimated Accuracy
 JC0456;SPC MO E     -   248,860.      238,960.      MT  (+/- 180 meters Scaled)
 JC0456
 JC0456                          SUPERSEDED SURVEY CONTROL
 JC0456
 JC0456  NGVD 29 (??/??/92)  189.885  (m)          622.98   (f) ADJ UNCH    ?  
 JC0456
 JC0456.Superseded values are not recommended for survey control.
 JC0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0456.See file dsdata.txt to determine how the superseded data were derived.
 JC0456
 JC0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC082168(NAD 83)
 JC0456_MARKER: Q = CHISELED SQUARE
 JC0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0456_SP_SET: BRIDGE
 JC0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0456
 JC0456  HISTORY     - Date     Condition        Report By
 JC0456  HISTORY     - UNK      MONUMENTED       USGS
 JC0456  HISTORY     - 1935     GOOD             NGS
 JC0456
 JC0456                          STATION DESCRIPTION
 JC0456
 JC0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0456'1.5 MI S FROM VINELAND.
 JC0456'1.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JC0456'AT VINELAND, JEFFERSON COUNTY, AT POLE 48/27, AT BRIDGE NO. 43,
 JC0456'AND ON THE TOP OF THE NORTHWEST CORNER OF THE NORTH RETAINING
 JC0456'WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0611 ***********************************************************************
 JC0611  DESIGNATION -  63=19/1
 JC0611  PID         -  JC0611
 JC0611  STATE/COUNTY-  MO/FRANKLIN
 JC0611  USGS QUAD   -  BERGER (1974)
 JC0611
 JC0611                         *CURRENT SURVEY CONTROL
 JC0611  ___________________________________________________________________
 JC0611* NAD 83(1986)-  38 38 23.     (N)    091 16 36.     (W)     SCALED    
 JC0611* NAVD 88     -       156.899  (meters)     514.76   (feet)  ADJUSTED  
 JC0611  ___________________________________________________________________
 JC0611  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JC0611  DYNAMIC HT  -         156.799 (meters)     514.43  (feet)  COMP
 JC0611  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JC0611
 JC0611  VERT ORDER  -  FIRST     CLASS II
 JC0611
 JC0611.The horizontal coordinates were scaled from a topographic map and have
 JC0611.an estimated accuracy of +/- 6 seconds.
 JC0611
 JC0611.The orthometric height was determined by differential leveling
 JC0611.and adjusted by the National Geodetic Survey in June 1991..
 JC0611
 JC0611.The geoid height was determined by GEOID03.
 JC0611
 JC0611.The dynamic height is computed by dividing the NAVD 88
 JC0611.geopotential number by the normal gravity value computed on the
 JC0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0611.degrees latitude (g = 980.6199 gals.).
 JC0611
 JC0611.The modeled gravity was interpolated from observed gravity values.
 JC0611
 JC0611;                    North         East    Units  Estimated Accuracy
 JC0611;SPC MO E     -   311,720.      182,380.      MT  (+/- 180 meters Scaled)
 JC0611
 JC0611                          SUPERSEDED SURVEY CONTROL
 JC0611
 JC0611  NGVD 29 (??/??/92)  156.94   (m)          514.9    (f) COMPUTED    1 2
 JC0611
 JC0611.Superseded values are not recommended for survey control.
 JC0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0611.See file dsdata.txt to determine how the superseded data were derived.
 JC0611
 JC0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC499782(NAD 83)
 JC0611_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JC0611_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0611_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0611
 JC0611  HISTORY     - Date     Condition        Report By
 JC0611  HISTORY     - UNK      MONUMENTED       MORC
 JC0611  HISTORY     - 1946     GOOD             NGS
 JC0611  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0611
 JC0611                          STATION DESCRIPTION
 JC0611
 JC0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0611'AT ETLAH.
 JC0611'AT ETLAH, FRANKLIN COUNTY, ABOUT 1/8 MILE NORTHWEST ALONG THE
 JC0611'MISSOURI PACIFIC RAILROAD FROM THE STATION, OPPOSITE MILEPOST
 JC0611'71, ABOUT 177 FEET WEST OF A CROSSING WARNING SIGN, ABOUT 140
 JC0611'FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST TRACK, ABOUT
 JC0611'30 YARDS EAST OF A 2-STORY FRAME HOUSE ON A HIGH BANK, ABOUT
 JC0611'28 YARDS NORTHWEST OF A SMALL STREAM, 25 FEET NORTH OF THE
 JC0611'CENTER LINE OF THE ROAD, AT THE EAST EDGE OF A PRIVATE DRIVEWAY,
 JC0611'AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A COPPER BOLT, LEADED
 JC0611'IN THE TOP OF A STONE 18 INCHES SQUARE AND SET ABOUT 2-1/2 FEET
 JC0611'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 JC0611'PROJECTING ABOUT 20 INCHES ABOVE GROUND AND BEARING A MISSOURI
 JC0611'RIVER COMMISSION STANDARD CAP.
 JC0611
 JC0611                          STATION RECOVERY (1986)
 JC0611
 JC0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0126 ***********************************************************************
 JD0126  DESIGNATION -  639
 JD0126  PID         -  JD0126
 JD0126  STATE/COUNTY-  MO/COLE
 JD0126  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0126
 JD0126                         *CURRENT SURVEY CONTROL
 JD0126  ___________________________________________________________________
 JD0126* NAD 83(1986)-  38 34 39.     (N)    092 10 25.     (W)     SCALED    
 JD0126* NAVD 88     -       194.805  (meters)     639.12   (feet)  ADJUSTED  
 JD0126  ___________________________________________________________________
 JD0126  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JD0126  DYNAMIC HT  -         194.675 (meters)     638.70  (feet)  COMP
 JD0126  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 JD0126
 JD0126  VERT ORDER  -  FIRST     CLASS II
 JD0126
 JD0126.The horizontal coordinates were scaled from a topographic map and have
 JD0126.an estimated accuracy of +/- 6 seconds.
 JD0126
 JD0126.The orthometric height was determined by differential leveling
 JD0126.and adjusted by the National Geodetic Survey in June 1991..
 JD0126
 JD0126.The geoid height was determined by GEOID03.
 JD0126
 JD0126.The dynamic height is computed by dividing the NAVD 88
 JD0126.geopotential number by the normal gravity value computed on the
 JD0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0126.degrees latitude (g = 980.6199 gals.).
 JD0126
 JD0126.The modeled gravity was interpolated from observed gravity values.
 JD0126
 JD0126;                    North         East    Units  Estimated Accuracy
 JD0126;SPC MO C     -   304,580.      528,440.      MT  (+/- 180 meters Scaled)
 JD0126
 JD0126                          SUPERSEDED SURVEY CONTROL
 JD0126
 JD0126  NGVD 29 (??/??/92)  194.767  (m)          639.00   (f) ADJ UNCH    1 2
 JD0126
 JD0126.Superseded values are not recommended for survey control.
 JD0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0126.See file dsdata.txt to determine how the superseded data were derived.
 JD0126
 JD0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC719702(NAD 83)
 JD0126_MARKER: DD = SURVEY DISK
 JD0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0126_SP_SET: BUILDING
 JD0126_STAMPING: 639
 JD0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0126
 JD0126  HISTORY     - Date     Condition        Report By
 JD0126  HISTORY     - UNK      MONUMENTED       USGS
 JD0126  HISTORY     - 1946     GOOD             NGS
 JD0126
 JD0126                          STATION DESCRIPTION
 JD0126
 JD0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0126'AT JEFFERSON CITY.
 JD0126'AT JEFFERSON CITY, COLE COUNTY, AT THE NORTH ENTRANCE OF THE
 JD0126'NEW POST OFFICE BUILDING, AND ON TOP OF THE STONE COPING AT BASE
 JD0126'OF THE EAST ORNAMENTAL LIGHT POST AT THE EAST ENTRANCE STEPS.
 JD0126'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 639.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0373 ***********************************************************************
 KE0373  DESIGNATION -  64
 KE0373  PID         -  KE0373
 KE0373  STATE/COUNTY-  MO/BUCHANAN
 KE0373  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0373
 KE0373                         *CURRENT SURVEY CONTROL
 KE0373  ___________________________________________________________________
 KE0373* NAD 83(1986)-  39 45 59.     (N)    094 51 25.     (W)     SCALED    
 KE0373* NAVD 88     -       253.905  (meters)     833.02   (feet)  ADJUSTED  
 KE0373  ___________________________________________________________________
 KE0373  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KE0373  DYNAMIC HT  -         253.758 (meters)     832.54  (feet)  COMP
 KE0373  MODELED GRAV-     980,041.3   (mgal)                       NAVD 88
 KE0373
 KE0373  VERT ORDER  -  FIRST     CLASS II
 KE0373
 KE0373.The horizontal coordinates were scaled from a topographic map and have
 KE0373.an estimated accuracy of +/- 6 seconds.
 KE0373
 KE0373.The orthometric height was determined by differential leveling
 KE0373.and adjusted by the National Geodetic Survey in June 1991..
 KE0373
 KE0373.The geoid height was determined by GEOID03.
 KE0373
 KE0373.The dynamic height is computed by dividing the NAVD 88
 KE0373.geopotential number by the normal gravity value computed on the
 KE0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0373.degrees latitude (g = 980.6199 gals.).
 KE0373
 KE0373.The modeled gravity was interpolated from observed gravity values.
 KE0373
 KE0373;                    North         East    Units  Estimated Accuracy
 KE0373;SPC MO W     -   399,590.      819,420.      MT  (+/- 180 meters Scaled)
 KE0373
 KE0373                          SUPERSEDED SURVEY CONTROL
 KE0373
 KE0373  NGVD 29 (??/??/92)  253.812  (m)          832.71   (f) ADJ UNCH    1 2
 KE0373
 KE0373.Superseded values are not recommended for survey control.
 KE0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0373.See file dsdata.txt to determine how the superseded data were derived.
 KE0373
 KE0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE409034(NAD 83)
 KE0373_MARKER: DD = SURVEY DISK
 KE0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0373_STAMPING: 64
 KE0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0373+STABILITY: SURFACE MOTION
 KE0373
 KE0373  HISTORY     - Date     Condition        Report By
 KE0373  HISTORY     - UNK      MONUMENTED       MO7070
 KE0373  HISTORY     - 1948     GOOD             NGS
 KE0373  HISTORY     - 1959     GOOD             NGS
 KE0373  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0373  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 KE0373
 KE0373                          STATION DESCRIPTION
 KE0373
 KE0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0373'AT ST JOSEPH.
 KE0373'AT ST. JOSEPH, IN THE WEST CENTRAL SECTION OF THE CITY, IN
 KE0373'THE SOUTHEAST QUARTER OF SECOND AND EDMOND STREETS, 79.6 FEET
 KE0373'NORTH OF THE NORTHWEST CORNER OF THE DOUGLAS CANDY CO. BUILDING,
 KE0373'ON THE SOUTH SIDE OF EDMOND STREET FROM THE TRADING POST SUPER
 KE0373'MARKET NO. 1, 59.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 KE0373'QUAKER OATS CO. BUILDING LOCATED IN THE SOUTHWEST QUARTER OF
 KE0373'THE INTERSECTION, 14.3 FEET SOUTH OF THE SOUTH CURB OF EDMOND
 KE0373'STREET, 10.6 FEET EAST OF THE EAST CURB OF SECOND STREET, 1.9
 KE0373'FEET SOUTHWEST OF THE NORTHWEST CORNER OF A WOODEN GARAGE SHED,
 KE0373'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE BRICK SIDEWALK.
 KE0373
 KE0373                          STATION RECOVERY (1959)
 KE0373
 KE0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KE0373'RECOVERED IN GOOD CONDITION.
 KE0373
 KE0373                          STATION RECOVERY (1989)
 KE0373
 KE0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0373'MARK NOT FOUND.
 KE0373
 KE0373                          STATION RECOVERY (2006)
 KE0373
 KE0373'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0373'THE INTERSECTION OF SECOND AND EDMOND STREETS DOES NOT EXIST.  THIS IS
 KE0373'NOW THE LOCATION FOR A RAMP FOR I-229.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0613 ***********************************************************************
 JC0613  DESIGNATION -  64
 JC0613  PID         -  JC0613
 JC0613  STATE/COUNTY-  MO/FRANKLIN
 JC0613  USGS QUAD   -  BERGER (1974)
 JC0613
 JC0613                         *CURRENT SURVEY CONTROL
 JC0613  ___________________________________________________________________
 JC0613* NAD 83(1986)-  38 39 28.     (N)    091 18 22.     (W)     SCALED    
 JC0613* NAVD 88     -       157.852  (meters)     517.89   (feet)  ADJUSTED  
 JC0613  ___________________________________________________________________
 JC0613  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JC0613  DYNAMIC HT  -         157.752 (meters)     517.56  (feet)  COMP
 JC0613  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JC0613
 JC0613  VERT ORDER  -  FIRST     CLASS II
 JC0613
 JC0613.The horizontal coordinates were scaled from a topographic map and have
 JC0613.an estimated accuracy of +/- 6 seconds.
 JC0613
 JC0613.The orthometric height was determined by differential leveling
 JC0613.and adjusted by the National Geodetic Survey in June 1991..
 JC0613
 JC0613.The geoid height was determined by GEOID03.
 JC0613
 JC0613.The dynamic height is computed by dividing the NAVD 88
 JC0613.geopotential number by the normal gravity value computed on the
 JC0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0613.degrees latitude (g = 980.6199 gals.).
 JC0613
 JC0613.The modeled gravity was interpolated from observed gravity values.
 JC0613
 JC0613;                    North         East    Units  Estimated Accuracy
 JC0613;SPC MO E     -   313,750.      179,840.      MT  (+/- 180 meters Scaled)
 JC0613
 JC0613                          SUPERSEDED SURVEY CONTROL
 JC0613
 JC0613  NGVD 29 (??/??/92)  157.893  (m)          518.02   (f) ADJ UNCH    1 2
 JC0613
 JC0613.Superseded values are not recommended for survey control.
 JC0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0613.See file dsdata.txt to determine how the superseded data were derived.
 JC0613
 JC0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC473801(NAD 83)
 JC0613_MARKER: B = BOLT
 JC0613_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0613_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0613
 JC0613  HISTORY     - Date     Condition        Report By
 JC0613  HISTORY     - UNK      MONUMENTED       MORC
 JC0613  HISTORY     - 1946     GOOD             NGS
 JC0613  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0613
 JC0613                          STATION DESCRIPTION
 JC0613
 JC0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0613'2.1 MI SE FROM BERGER.
 JC0613'ABOUT 2-1/4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0613'FROM BERGER, FRANKLIN COUNTY, BETWEEN POLES 73+2 AND 73+3, AT
 JC0613'THE SOUTHEAST SIDE OF A LARGE OPENING IN THE BLUFF, AT THE
 JC0613'FOOT OF A HILL, ABOUT 45 YARDS WEST OF THE CENTER OF A FARM-ROAD
 JC0613'CROSSING, ABOUT 112 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JC0613'SOUTHWEST TRACK, 19 FEET SOUTHEAST OF A 30-INCH HACKENBERRY
 JC0613'TREE, 12 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD,
 JC0613'AND 5 FEET SOUTHWEST OF THE EAST END OF A GATE.  A COPPER BOLT
 JC0613'LEADED IN THE TOP OF A STONE 18 INCHES SQUARE AND SET ABOUT 2
 JC0613'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 JC0613'PROJECTING ABOUT 28 INCHES ABOVE GROUND AND BEARING A MISSOURI
 JC0613'RIVER COMMISSION STANDARD CAP.
 JC0613
 JC0613                          STATION RECOVERY (1986)
 JC0613
 JC0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0372 ***********************************************************************
 KE0372  DESIGNATION -  65
 KE0372  PID         -  KE0372
 KE0372  STATE/COUNTY-  MO/BUCHANAN
 KE0372  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0372
 KE0372                         *CURRENT SURVEY CONTROL
 KE0372  ___________________________________________________________________
 KE0372* NAD 83(1986)-  39 45 44.     (N)    094 51 19.     (W)     SCALED    
 KE0372* NAVD 88     -       251.969  (meters)     826.67   (feet)  ADJUSTED  
 KE0372  ___________________________________________________________________
 KE0372  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KE0372  DYNAMIC HT  -         251.823 (meters)     826.19  (feet)  COMP
 KE0372  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 KE0372
 KE0372  VERT ORDER  -  FIRST     CLASS II
 KE0372
 KE0372.The horizontal coordinates were scaled from a topographic map and have
 KE0372.an estimated accuracy of +/- 6 seconds.
 KE0372
 KE0372.The orthometric height was determined by differential leveling
 KE0372.and adjusted by the National Geodetic Survey in June 1991..
 KE0372.WARNING-Repeat measurements at this control monument indicate possible
 KE0372.vertical movement.
 KE0372
 KE0372.The geoid height was determined by GEOID03.
 KE0372
 KE0372.The dynamic height is computed by dividing the NAVD 88
 KE0372.geopotential number by the normal gravity value computed on the
 KE0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0372.degrees latitude (g = 980.6199 gals.).
 KE0372
 KE0372.The modeled gravity was interpolated from observed gravity values.
 KE0372
 KE0372;                    North         East    Units  Estimated Accuracy
 KE0372;SPC MO W     -   399,130.      819,560.      MT  (+/- 180 meters Scaled)
 KE0372
 KE0372                          SUPERSEDED SURVEY CONTROL
 KE0372
 KE0372  NGVD 29 (??/??/92)  251.868  (m)          826.34   (f) ADJ UNCH    1 2
 KE0372
 KE0372.Superseded values are not recommended for survey control.
 KE0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0372.See file dsdata.txt to determine how the superseded data were derived.
 KE0372
 KE0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE410030(NAD 83)
 KE0372_MARKER: DD = SURVEY DISK
 KE0372_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KE0372_SP_SET: PREFAB CONC. BLOCK IN EARTH
 KE0372_STAMPING: 65
 KE0372_MARK LOGO: MO7070
 KE0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0372+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 KE0372
 KE0372  HISTORY     - Date     Condition        Report By
 KE0372  HISTORY     - UNK      MONUMENTED       MO7070
 KE0372  HISTORY     - 1948     GOOD             NGS
 KE0372  HISTORY     - 1959     GOOD             NGS
 KE0372  HISTORY     - 19890812 GOOD             NGS
 KE0372  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 KE0372  HISTORY     - 20060506 GOOD             GEOCAC
 KE0372
 KE0372                          STATION DESCRIPTION
 KE0372
 KE0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0372'AT ST JOSEPH.
 KE0372'AT ST. JOSEPH, IN THE WEST CENTRAL SECTION OF THE CITY, IN THE
 KE0372'SOUTHWEST QUARTER OF THE INTERSECTION OF 4TH. AND MESSANIE STREETS,
 KE0372'OPPOSITE THE NORTHWEST CORNER OF THE KELLOGG-KELLY SEED CO.
 KE0372'WAREHOUSE, 41.9 FEET EAST OF THE NORTHEAST CORNER OF THE QUALITY
 KE0372'OIL CO. SERVICE STATION, 11.8 FEET WEST OF THE WEST CURB OF 4 TH.
 KE0372'STREET, 13.1 FEET SOUTH OF THE SOUTH CURB OF MESSANIE STREET,
 KE0372'9.5 FEET SOUTHWEST OF THE SOUTH CORNER OF AN IRON COVER OF A
 KE0372'CURB INLET, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH
 KE0372'THE GROUND.
 KE0372
 KE0372                          STATION RECOVERY (1959)
 KE0372
 KE0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KE0372'RECOVERED IN GOOD CONDITION.
 KE0372
 KE0372                          STATION RECOVERY (1989)
 KE0372
 KE0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0372'RECOVERED IN GOOD CONDITION.
 KE0372
 KE0372                          STATION RECOVERY (2006)
 KE0372
 KE0372'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0372'DELETE THE REFERENCE TO THE QUALITY OIL CO. SERVICE STATION FROM THE
 KE0372'DESCRIPTION.
 KE0372' 
 KE0372'HH2 N39 45 44.9 W94 51 19.7 (NAD83)
 KE0372' 
 KE0372
 KE0372                          STATION RECOVERY (2006)
 KE0372
 KE0372'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0372'DELETE THE REFERENCE TO THE QUALITY OIL CO. SERVICE STATION FROM THE
 KE0372'DESCRIPTION.
 KE0372' 
 KE0372'HH2 N39 45 44.9 W94 51 19.7 (NAD83)
 KE0372' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0440 ***********************************************************************
 KC0440  DESIGNATION -  65
 KC0440  PID         -  KC0440
 KC0440  STATE/COUNTY-  MO/MONROE
 KC0440  USGS QUAD   -  FLORIDA (1972)
 KC0440
 KC0440                         *CURRENT SURVEY CONTROL
 KC0440  ___________________________________________________________________
 KC0440* NAD 83(1986)-  39 27 18.     (N)    091 45 47.     (W)     SCALED    
 KC0440* NAVD 88     -       212.176  (meters)     696.11   (feet)  ADJUSTED  
 KC0440  ___________________________________________________________________
 KC0440  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0440  DYNAMIC HT  -         212.052 (meters)     695.71  (feet)  COMP
 KC0440  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 KC0440
 KC0440  VERT ORDER  -  SECOND    CLASS 0
 KC0440
 KC0440.The horizontal coordinates were scaled from a topographic map and have
 KC0440.an estimated accuracy of +/- 6 seconds.
 KC0440
 KC0440.The orthometric height was determined by differential leveling
 KC0440.and adjusted by the National Geodetic Survey in June 1991..
 KC0440
 KC0440.The geoid height was determined by GEOID03.
 KC0440
 KC0440.The dynamic height is computed by dividing the NAVD 88
 KC0440.geopotential number by the normal gravity value computed on the
 KC0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0440.degrees latitude (g = 980.6199 gals.).
 KC0440
 KC0440.The modeled gravity was interpolated from observed gravity values.
 KC0440
 KC0440;                    North         East    Units  Estimated Accuracy
 KC0440;SPC MO C     -   402,200.      563,420.      MT  (+/- 180 meters Scaled)
 KC0440
 KC0440                          SUPERSEDED SURVEY CONTROL
 KC0440
 KC0440  NGVD 29 (??/??/92)  212.192  (m)          696.17   (f) ADJ UNCH    2 0
 KC0440
 KC0440.Superseded values are not recommended for survey control.
 KC0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0440.See file dsdata.txt to determine how the superseded data were derived.
 KC0440
 KC0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD064680(NAD 83)
 KC0440_MARKER: DD = SURVEY DISK
 KC0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0440_SP_SET: CULVERT
 KC0440_STAMPING: 65 1935
 KC0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0440
 KC0440  HISTORY     - Date     Condition        Report By
 KC0440  HISTORY     - 1935     MONUMENTED       USGS
 KC0440  HISTORY     - 1935     GOOD             NGS
 KC0440
 KC0440                          STATION DESCRIPTION
 KC0440
 KC0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0440'5.2 MI W FROM PERRY.
 KC0440'IN MONROE COUNTY, 5.2 MILES WEST ALONG STATE HIGHWAY 26 FROM A
 KC0440'SCHOOL AT PERRY, RALLS COUNTY, AT A ROAD CROSSING, 36 FEET SOUTH
 KC0440'OF THE CENTERLINE OF THE HIGHWAY, 18 FEET WEST OF THE CENTERLINE
 KC0440'OF THE ROAD, AND IN THE TOP OF THE WEST HEADWALL OF A CULVERT.
 KC0440'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 65 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0396 ***********************************************************************
 KD0396  DESIGNATION -  653.13
 KD0396  PID         -  KD0396
 KD0396  STATE/COUNTY-  MO/SALINE
 KD0396  USGS QUAD   -  MIAMI STATION (1978)
 KD0396
 KD0396                         *CURRENT SURVEY CONTROL
 KD0396  ___________________________________________________________________
 KD0396* NAD 83(1986)-  39 17 02.     (N)    093 16 18.     (W)     SCALED    
 KD0396* NAVD 88     -       199.201  (meters)     653.55   (feet)  POSTED    
 KD0396  ___________________________________________________________________
 KD0396  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0396  DYNAMIC HT  -         199.080 (meters)     653.15  (feet)  COMP
 KD0396  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 KD0396
 KD0396  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0396
 KD0396.The horizontal coordinates were scaled from a topographic map and have
 KD0396.an estimated accuracy of +/- 6 seconds.
 KD0396
 KD0396.The orthometric height was determined by differential leveling
 KD0396.and adjusted by the National Geodetic Survey in 1992..
 KD0396.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0396.rate of 2.1 thru 3.0 mm/km.
 KD0396
 KD0396.The geoid height was determined by GEOID03.
 KD0396
 KD0396.The dynamic height is computed by dividing the NAVD 88
 KD0396.geopotential number by the normal gravity value computed on the
 KD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0396.degrees latitude (g = 980.6199 gals.).
 KD0396
 KD0396.The modeled gravity was interpolated from observed gravity values.
 KD0396
 KD0396;                    North         East    Units  Estimated Accuracy
 KD0396;SPC MO C     -   383,230.      433,430.      MT  (+/- 180 meters Scaled)
 KD0396
 KD0396                          SUPERSEDED SURVEY CONTROL
 KD0396
 KD0396  NGVD 29 (??/??/92)  199.164  (m)          653.42   (f) ADJ UNCH    1 2
 KD0396
 KD0396.Superseded values are not recommended for survey control.
 KD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0396.See file dsdata.txt to determine how the superseded data were derived.
 KD0396
 KD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD765483(NAD 83)
 KD0396_MARKER: Q = CHISELED SQUARE
 KD0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0396_SP_SET: FLOOD GATE
 KD0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0396
 KD0396  HISTORY     - Date     Condition        Report By
 KD0396  HISTORY     - UNK      MONUMENTED       USGS
 KD0396  HISTORY     - 1948     GOOD             NGS
 KD0396
 KD0396                          STATION DESCRIPTION
 KD0396
 KD0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0396'5.7 SW FROM MIAMI.
 KD0396'1.0 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0396'MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE 0.4
 KD0396'MILE WEST, 0.5 MILE SOUTH, 0.2 MILE WEST, 0.2 MILE SOUTH, 0.3
 KD0396'MILE WEST AND 0.7 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE
 KD0396'NORTHWEST ALONG THE COON HOLLOW ROAD, THENCE 1.2 MILE SOUTHWEST
 KD0396'ALONG A ROAD FOLLOWING THE FOOT OF THE BLUFF, THENCE 0.3 MILE WEST
 KD0396'ALONG A ROAD FOLLOWING A LEVEE, 50.0 FEET NORTH AND 67.0 FEET
 KD0396'WEST OF THE POINT WHERE THE ROAD FROM THE EAST MAKES TURN TO THE
 KD0396'SOUTH TO FOLLOW VAN METER DRAINAGE DITCH, A CHISELED SQUARE ON
 KD0396'THE NORTHEAST CORNER OF FLOOD GATE ACROSS THE VAN METER DRAINAGE
 KD0396'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1861 ***********************************************************************
 JD1861  DESIGNATION -  661.96
 JD1861  PID         -  JD1861
 JD1861  STATE/COUNTY-  MO/JOHNSON
 JD1861  USGS QUAD   -  CONCORDIA (1981)
 JD1861
 JD1861                         *CURRENT SURVEY CONTROL
 JD1861  ___________________________________________________________________
 JD1861* NAD 83(1986)-  38 54 38.     (N)    093 30 26.     (W)     SCALED    
 JD1861* NAVD 88     -       201.954  (meters)     662.58   (feet)  ADJUSTED  
 JD1861  ___________________________________________________________________
 JD1861  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1861  DYNAMIC HT  -         201.822 (meters)     662.14  (feet)  COMP
 JD1861  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 JD1861
 JD1861  VERT ORDER  -  SECOND    CLASS 0
 JD1861
 JD1861.The horizontal coordinates were scaled from a topographic map and have
 JD1861.an estimated accuracy of +/- 6 seconds.
 JD1861
 JD1861.The orthometric height was determined by differential leveling
 JD1861.and adjusted by the National Geodetic Survey in June 1991..
 JD1861.WARNING-Repeat measurements at this control monument indicate possible
 JD1861.vertical movement.
 JD1861
 JD1861.The geoid height was determined by GEOID03.
 JD1861
 JD1861.The dynamic height is computed by dividing the NAVD 88
 JD1861.geopotential number by the normal gravity value computed on the
 JD1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1861.degrees latitude (g = 980.6199 gals.).
 JD1861
 JD1861.The modeled gravity was interpolated from observed gravity values.
 JD1861
 JD1861;                    North         East    Units  Estimated Accuracy
 JD1861;SPC MO W     -   304,990.      936,110.      MT  (+/- 180 meters Scaled)
 JD1861
 JD1861                          SUPERSEDED SURVEY CONTROL
 JD1861
 JD1861  NGVD 29 (??/??/92)  201.872  (m)          662.31   (f) ADJ UNCH    2 0
 JD1861
 JD1861.Superseded values are not recommended for survey control.
 JD1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1861.See file dsdata.txt to determine how the superseded data were derived.
 JD1861
 JD1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD560069(NAD 83)
 JD1861_MARKER: X = CHISELED CROSS
 JD1861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1861_SP_SET: PIER
 JD1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1861
 JD1861  HISTORY     - Date     Condition        Report By
 JD1861  HISTORY     - UNK      MONUMENTED       USGS
 JD1861  HISTORY     - 1946     GOOD             NGS
 JD1861  HISTORY     - 1963     GOOD             NGS
 JD1861
 JD1861                          STATION DESCRIPTION
 JD1861
 JD1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1861'1.3 MI NW FROM DUNKSBURG.
 JD1861'ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL
 JD1861'BUILDING AT DUNKSBURG, THENCE 1.2 MILES NORTH AND WEST ALONG A
 JD1861'GRAVEL AND DIRT ROAD, AND IN THE NORTHEAST PIER OF THE STEEL
 JD1861'BRIDGE OVER BLACKWATER CREEK, A CHISELED CROSS ON THE TOP
 JD1861'OF THE NORTHEAST BOLT OF THE PIER, 8 FEET NORTH OF AND 8 INCHES
 JD1861'LOWER THAN THE CENTER LINE OF THE BRIDGE.
 JD1861
 JD1861                          STATION RECOVERY (1963)
 JD1861
 JD1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0615 ***********************************************************************
 JC0615  DESIGNATION -  66=20/1
 JC0615  PID         -  JC0615
 JC0615  STATE/COUNTY-  MO/FRANKLIN
 JC0615  USGS QUAD   -  BERGER (1974)
 JC0615
 JC0615                         *CURRENT SURVEY CONTROL
 JC0615  ___________________________________________________________________
 JC0615* NAD 83(1986)-  38 40 35.     (N)    091 20 08.     (W)     SCALED    
 JC0615* NAVD 88     -       155.921  (meters)     511.55   (feet)  ADJUSTED  
 JC0615  ___________________________________________________________________
 JC0615  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JC0615  DYNAMIC HT  -         155.822 (meters)     511.23  (feet)  COMP
 JC0615  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JC0615
 JC0615  VERT ORDER  -  FIRST     CLASS II
 JC0615
 JC0615.The horizontal coordinates were scaled from a topographic map and have
 JC0615.an estimated accuracy of +/- 6 seconds.
 JC0615
 JC0615.The orthometric height was determined by differential leveling
 JC0615.and adjusted by the National Geodetic Survey in June 1991..
 JC0615
 JC0615.The geoid height was determined by GEOID03.
 JC0615
 JC0615.The dynamic height is computed by dividing the NAVD 88
 JC0615.geopotential number by the normal gravity value computed on the
 JC0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0615.degrees latitude (g = 980.6199 gals.).
 JC0615
 JC0615.The modeled gravity was interpolated from observed gravity values.
 JC0615
 JC0615;                    North         East    Units  Estimated Accuracy
 JC0615;SPC MO E     -   315,840.      177,300.      MT  (+/- 180 meters Scaled)
 JC0615
 JC0615                          SUPERSEDED SURVEY CONTROL
 JC0615
 JC0615  NGVD 29 (??/??/92)  155.961  (m)          511.68   (f) ADJ UNCH    1 2
 JC0615
 JC0615.Superseded values are not recommended for survey control.
 JC0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0615.See file dsdata.txt to determine how the superseded data were derived.
 JC0615
 JC0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC447821(NAD 83)
 JC0615_MARKER: B = BOLT
 JC0615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0615_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0615
 JC0615  HISTORY     - Date     Condition        Report By
 JC0615  HISTORY     - UNK      MONUMENTED       MORC
 JC0615  HISTORY     - 1946     GOOD             NGS
 JC0615  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0615
 JC0615                          STATION DESCRIPTION
 JC0615
 JC0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0615'AT BERGER.
 JC0615'AT BERGER, AT THE NORTHEAST CORNER OF A STREET INTERSECTION
 JC0615'ABOUT 100 YARDS WEST-NORTHWEST OF THE MISSOURI PACIFIC RAILROAD
 JC0615'STATION, 23.0 FEET SOUTHEAST OF AND ABOUT 3.0 FEET HIGHER THAN
 JC0615'THE CENTER LINE OF A NORTHEAST-SOUTHWEST STREET, 8.0 FEET
 JC0615'NORTH-NORTHWEST OF THE WEST CORNER OF THE MRS. S.A. HALL
 JC0615'RESIDENCE AND 1.0 FOOT NORTHWEST OF A CONCRETE WALK.  A COPPER
 JC0615'BOLT LEADED IN THE TOP OF A STONE AND SET ABOUT 3.0 FEET UNDER
 JC0615'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 JC0615'ABOUT 11 INCHES ABOVE GROUND AND BEARING A MISSOURI RIVER
 JC0615'COMMISSION IRON CAP.
 JC0615
 JC0615                          STATION RECOVERY (1986)
 JC0615
 JC0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0442 ***********************************************************************
 KC0442  DESIGNATION -  6640
 KC0442  PID         -  KC0442
 KC0442  STATE/COUNTY-  MO/MONROE
 KC0442  USGS QUAD   -  FLORIDA (1972)
 KC0442
 KC0442                         *CURRENT SURVEY CONTROL
 KC0442  ___________________________________________________________________
 KC0442* NAD 83(1986)-  39 27 15.     (N)    091 47 29.     (W)     SCALED    
 KC0442* NAVD 88     -       202.660  (meters)     664.89   (feet)  ADJUSTED  
 KC0442  ___________________________________________________________________
 KC0442  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KC0442  DYNAMIC HT  -         202.541 (meters)     664.50  (feet)  COMP
 KC0442  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 KC0442
 KC0442  VERT ORDER  -  SECOND    CLASS 0
 KC0442
 KC0442.The horizontal coordinates were scaled from a topographic map and have
 KC0442.an estimated accuracy of +/- 6 seconds.
 KC0442
 KC0442.The orthometric height was determined by differential leveling
 KC0442.and adjusted by the National Geodetic Survey in June 1991..
 KC0442
 KC0442.The geoid height was determined by GEOID03.
 KC0442
 KC0442.The dynamic height is computed by dividing the NAVD 88
 KC0442.geopotential number by the normal gravity value computed on the
 KC0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0442.degrees latitude (g = 980.6199 gals.).
 KC0442
 KC0442.The modeled gravity was interpolated from observed gravity values.
 KC0442
 KC0442;                    North         East    Units  Estimated Accuracy
 KC0442;SPC MO C     -   402,090.      560,990.      MT  (+/- 180 meters Scaled)
 KC0442
 KC0442                          SUPERSEDED SURVEY CONTROL
 KC0442
 KC0442  NGVD 29 (??/??/92)  202.676  (m)          664.95   (f) ADJ UNCH    2 0
 KC0442
 KC0442.Superseded values are not recommended for survey control.
 KC0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0442.See file dsdata.txt to determine how the superseded data were derived.
 KC0442
 KC0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD039678(NAD 83)
 KC0442_MARKER: Q = CHISELED SQUARE
 KC0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0442_SP_SET: CULVERT
 KC0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0442
 KC0442  HISTORY     - Date     Condition        Report By
 KC0442  HISTORY     - UNK      MONUMENTED       USGS
 KC0442  HISTORY     - 1935     GOOD             NGS
 KC0442
 KC0442                          STATION DESCRIPTION
 KC0442
 KC0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0442'6.7 MI W FROM PERRY.
 KC0442'IN MONROE COUNTY, 6.7 MILES WEST ALONG STATE HIGHWAY 26 FROM A
 KC0442'SCHOOL AT PERRY, RALLS COUNTY, 30 FEET SOUTH OF THE CENTER OF THE
 KC0442'JUNCTION OF STATE HIGHWAY 107, AT A SMALL CONCRETE CULVERT, AND
 KC0442'ON THE TOP OF THE EAST HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0267 ***********************************************************************
 HC0267  DESIGNATION -  664.74
 HC0267  PID         -  HC0267
 HC0267  STATE/COUNTY-  MO/WAYNE
 HC0267  USGS QUAD   -  GREENVILLE SW (1966)
 HC0267
 HC0267                         *CURRENT SURVEY CONTROL
 HC0267  ___________________________________________________________________
 HC0267* NAD 83(1986)-  37 03 03.     (N)    090 28 50.     (W)     SCALED    
 HC0267* NAVD 88     -       202.437  (meters)     664.16   (feet)  ADJUSTED  
 HC0267  ___________________________________________________________________
 HC0267  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HC0267  DYNAMIC HT  -         202.277 (meters)     663.64  (feet)  COMP
 HC0267  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 HC0267
 HC0267  VERT ORDER  -  SECOND    CLASS 0
 HC0267
 HC0267.The horizontal coordinates were scaled from a topographic map and have
 HC0267.an estimated accuracy of +/- 6 seconds.
 HC0267
 HC0267.The orthometric height was determined by differential leveling
 HC0267.and adjusted by the National Geodetic Survey in June 1991..
 HC0267
 HC0267.The geoid height was determined by GEOID03.
 HC0267
 HC0267.The dynamic height is computed by dividing the NAVD 88
 HC0267.geopotential number by the normal gravity value computed on the
 HC0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0267.degrees latitude (g = 980.6199 gals.).
 HC0267
 HC0267.The modeled gravity was interpolated from observed gravity values.
 HC0267
 HC0267;                    North         East    Units  Estimated Accuracy
 HC0267;SPC MO E     -   135,090.      251,730.      MT  (+/- 180 meters Scaled)
 HC0267
 HC0267                          SUPERSEDED SURVEY CONTROL
 HC0267
 HC0267  NGVD 29 (??/??/92)  202.482  (m)          664.31   (f) ADJ UNCH    2 0
 HC0267
 HC0267.Superseded values are not recommended for survey control.
 HC0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0267.See file dsdata.txt to determine how the superseded data were derived.
 HC0267
 HC0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB240034(NAD 83)
 HC0267_MARKER: N = NAIL
 HC0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0267_SP_SET: WHITE OAK TREE
 HC0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0267
 HC0267  HISTORY     - Date     Condition        Report By
 HC0267  HISTORY     - UNK      MONUMENTED       USGS
 HC0267  HISTORY     - 1934     GOOD             NGS
 HC0267  HISTORY     - 20020904 MARK NOT FOUND   USACE
 HC0267
 HC0267                          STATION DESCRIPTION
 HC0267
 HC0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0267'4.8 MI N FROM TASKEE STATION.
 HC0267'4.8 MILES NORTH ALONG OLD U.S. HIGHWAY 67 FROM THE VILLAGE OF
 HC0267'TASKEE STATION, WAYNE COUNTY, 50 FEET SOUTHWEST OF A FORK IN THE
 HC0267'ROAD, 34 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, AND IN
 HC0267'THE ROOT OF A TWIN WHITE OAK TREE.  A GEOLOGICAL SURVEY STANDARD
 HC0267'COPPER NAIL AND WASHER.
 HC0267
 HC0267                          STATION RECOVERY (2002)
 HC0267
 HC0267'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0546 ***********************************************************************
 HC0546  DESIGNATION -  666
 HC0546  PID         -  HC0546
 HC0546  STATE/COUNTY-  MO/SHANNON
 HC0546  USGS QUAD   -  EMINENCE (1982)
 HC0546
 HC0546                         *CURRENT SURVEY CONTROL
 HC0546  ___________________________________________________________________
 HC0546* NAD 83(1986)-  37 09 00.     (N)    091 17 28.     (W)     SCALED    
 HC0546* NAVD 88     -       203.007  (meters)     666.03   (feet)  POSTED    
 HC0546  ___________________________________________________________________
 HC0546  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 HC0546  DYNAMIC HT  -         202.840 (meters)     665.48  (feet)  COMP
 HC0546  MODELED GRAV-     979,815.8   (mgal)                       NAVD 88
 HC0546
 HC0546  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HC0546
 HC0546.The horizontal coordinates were scaled from a topographic map and have
 HC0546.an estimated accuracy of +/- 6 seconds.
 HC0546
 HC0546.The orthometric height was determined by differential leveling
 HC0546.and adjusted by the National Geodetic Survey in 1992..
 HC0546.No vertical observational check was made to the station.
 HC0546.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HC0546.was located on a no-check spur therefore a value was not computed.
 HC0546
 HC0546.The geoid height was determined by GEOID03.
 HC0546
 HC0546.The dynamic height is computed by dividing the NAVD 88
 HC0546.geopotential number by the normal gravity value computed on the
 HC0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0546.degrees latitude (g = 980.6199 gals.).
 HC0546
 HC0546.The modeled gravity was interpolated from observed gravity values.
 HC0546
 HC0546;                    North         East    Units  Estimated Accuracy
 HC0546;SPC MO E     -   146,390.      179,730.      MT  (+/- 180 meters Scaled)
 HC0546
 HC0546                          SUPERSEDED SURVEY CONTROL
 HC0546
 HC0546.No superseded survey control is available for this station.
 HC0546
 HC0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB517128(NAD 83)
 HC0546_MARKER: DD = SURVEY DISK
 HC0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0546_SP_SET: PORCH
 HC0546_STAMPING: MO 666
 HC0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0546
 HC0546  HISTORY     - Date     Condition        Report By
 HC0546  HISTORY     - 1933     MONUMENTED       USGS
 HC0546  HISTORY     - 1964     MARK NOT FOUND   USGS
 HC0546  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0546  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0546
 HC0546                          STATION DESCRIPTION
 HC0546
 HC0546'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 HC0546'3.8 MI E FROM EMINENCE.
 HC0546'3-3/4 MILES (AIRLINE) EAST OF EMINENCE, SHANNON COUNTY, 2.9
 HC0546'MILES NORTH OF SHAWNEE, ON THE WEST SIDE OF LITTLE SHAWNEE
 HC0546'CREEK, AT THE C.E. LOVE FARMHOUSE, AT THE NORTH SIDE, AND IN
 HC0546'THE SOUTHWEST CORNER OF THE FOUNDATION OF THE PORCH.  A U.S.
 HC0546'GEOLOGICAL SURVEY STANDARD DISK, STAMPED MO 666.
 HC0546
 HC0546                          STATION RECOVERY (1964)
 HC0546
 HC0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HC0546'MARK NOT FOUND.
 HC0546
 HC0546                          STATION RECOVERY (1977)
 HC0546
 HC0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0546'MARK NOT FOUND.
 HC0546
 HC0546                          STATION RECOVERY (1977)
 HC0546
 HC0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0510 ***********************************************************************
 HC0510  DESIGNATION -  673
 HC0510  PID         -  HC0510
 HC0510  STATE/COUNTY-  MO/SHANNON
 HC0510  USGS QUAD   -  ROUND SPRING (1985)
 HC0510
 HC0510                         *CURRENT SURVEY CONTROL
 HC0510  ___________________________________________________________________
 HC0510* NAD 83(1986)-  37 17 11.     (N)    091 24 36.     (W)     SCALED    
 HC0510* NAVD 88     -       205.008  (meters)     672.60   (feet)  POSTED    
 HC0510  ___________________________________________________________________
 HC0510  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 HC0510  DYNAMIC HT  -         204.840 (meters)     672.05  (feet)  COMP
 HC0510  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 HC0510
 HC0510  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0510
 HC0510.The horizontal coordinates were scaled from a topographic map and have
 HC0510.an estimated accuracy of +/- 6 seconds.
 HC0510
 HC0510.The orthometric height was determined by differential leveling
 HC0510.and adjusted by the National Geodetic Survey in 1992..
 HC0510.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0510.rate of 0.0 thru 1.0 mm/km.
 HC0510
 HC0510.The geoid height was determined by GEOID03.
 HC0510
 HC0510.The dynamic height is computed by dividing the NAVD 88
 HC0510.geopotential number by the normal gravity value computed on the
 HC0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0510.degrees latitude (g = 980.6199 gals.).
 HC0510
 HC0510.The modeled gravity was interpolated from observed gravity values.
 HC0510
 HC0510;                    North         East    Units  Estimated Accuracy
 HC0510;SPC MO E     -   161,620.      169,310.      MT  (+/- 180 meters Scaled)
 HC0510
 HC0510                          SUPERSEDED SURVEY CONTROL
 HC0510
 HC0510  NGVD 29 (??/??/92)  204.912  (m)          672.28   (f) ADJ UNCH    2 0
 HC0510
 HC0510.Superseded values are not recommended for survey control.
 HC0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0510.See file dsdata.txt to determine how the superseded data were derived.
 HC0510
 HC0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB409278(NAD 83)
 HC0510_MARKER: DD = SURVEY DISK
 HC0510_SETTING: 66 = SET IN ROCK OUTCROP
 HC0510_SP_SET: ROCK CLIFF
 HC0510_STAMPING: 673 MO
 HC0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC0510+STABILITY: POSITION/ELEVATION WELL
 HC0510
 HC0510  HISTORY     - Date     Condition        Report By
 HC0510  HISTORY     - UNK      MONUMENTED       USGS
 HC0510  HISTORY     - 1934     GOOD             NGS
 HC0510  HISTORY     - 1977     GOOD             NGS
 HC0510  HISTORY     - 1977     GOOD             NGS
 HC0510
 HC0510                          STATION DESCRIPTION
 HC0510
 HC0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0510'13.1 MI N FROM EMINENCE.
 HC0510'13.1 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 HC0510'EMINENCE, SHANNON COUNTY, 315 FEET WEST OF THE FIRST PIER NORTH
 HC0510'OF THE SOUTH END OF THE BRIDGE OVER CURRENT RIVER, 150 FEET SOUTH
 HC0510'OF THE CENTERLINE OF THE RIVER, 30 FEET SOUTH OF AN OLD COUNTY
 HC0510'ROAD, IN A SANDSTONE CLIFF 25 FEET HIGH, AND 2 FEET ABOVE GROUND.
 HC0510'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 673 MO. AND SET
 HC0510'VERTICALLY.
 HC0510
 HC0510                          STATION RECOVERY (1977)
 HC0510
 HC0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0510'RECOVERED IN GOOD CONDITION.
 HC0510
 HC0510                          STATION RECOVERY (1977)
 HC0510
 HC0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0291 ***********************************************************************
 KD0291  DESIGNATION -  675.3
 KD0291  PID         -  KD0291
 KD0291  STATE/COUNTY-  MO/CHARITON
 KD0291  USGS QUAD   -  BYNUMVILLE (1978)
 KD0291
 KD0291                         *CURRENT SURVEY CONTROL
 KD0291  ___________________________________________________________________
 KD0291* NAD 83(1986)-  39 31 09.     (N)    092 45 20.     (W)     SCALED    
 KD0291* NAVD 88     -       205.836  (meters)     675.31   (feet)  ADJUSTED  
 KD0291  ___________________________________________________________________
 KD0291  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD0291  DYNAMIC HT  -         205.719 (meters)     674.93  (feet)  COMP
 KD0291  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 KD0291
 KD0291  VERT ORDER  -  SECOND    CLASS 0
 KD0291
 KD0291.The horizontal coordinates were scaled from a topographic map and have
 KD0291.an estimated accuracy of +/- 6 seconds.
 KD0291
 KD0291.The orthometric height was determined by differential leveling
 KD0291.and adjusted by the National Geodetic Survey in June 1991..
 KD0291
 KD0291.The geoid height was determined by GEOID03.
 KD0291
 KD0291.The dynamic height is computed by dividing the NAVD 88
 KD0291.geopotential number by the normal gravity value computed on the
 KD0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0291.degrees latitude (g = 980.6199 gals.).
 KD0291
 KD0291.The modeled gravity was interpolated from observed gravity values.
 KD0291
 KD0291;                    North         East    Units  Estimated Accuracy
 KD0291;SPC MO C     -   409,100.      478,030.      MT  (+/- 180 meters Scaled)
 KD0291
 KD0291                          SUPERSEDED SURVEY CONTROL
 KD0291
 KD0291  NGVD 29 (??/??/92)  205.820  (m)          675.26   (f) ADJ UNCH    2 0
 KD0291
 KD0291.Superseded values are not recommended for survey control.
 KD0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0291.See file dsdata.txt to determine how the superseded data were derived.
 KD0291
 KD0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD210744(NAD 83)
 KD0291_MARKER: Q = CHISELED SQUARE
 KD0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0291_SP_SET: CULVERT
 KD0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0291
 KD0291  HISTORY     - Date     Condition        Report By
 KD0291  HISTORY     - UNK      MONUMENTED       USGS
 KD0291  HISTORY     - 1946     GOOD             NGS
 KD0291  HISTORY     - 1967     GOOD             USGS
 KD0291  HISTORY     - 1990     GOOD             USPSQD
 KD0291
 KD0291                          STATION DESCRIPTION
 KD0291
 KD0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 KD0291'0.9 MI W FROM PRAIRIE HILL.
 KD0291'0.9 MILE WEST OF THE CHRISTIAN CHURCH AT PRAIRIE HILL ALONG
 KD0291'CHARITON COUNTY HIGHWAY W, 25 FEET EAST OF THE CENTER LINE
 KD0291'OF A CROSSROAD, 14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 KD0291'A CHISELED SQUARE IN THE TOP OF THE NORTH HEADWALL OF A 5 FOOT
 KD0291'CONCRETE CULVERT.
 KD0291
 KD0291                          STATION RECOVERY (1967)
 KD0291
 KD0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KD0291'RECOVERED IN GOOD CONDITION.
 KD0291
 KD0291                          STATION RECOVERY (1990)
 KD0291
 KD0291'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0262 ***********************************************************************
 GF0262  DESIGNATION -  68 G
 GF0262  PID         -  GF0262
 GF0262  STATE/COUNTY-  MO/CHRISTIAN
 GF0262  USGS QUAD   -  CHADWICK (1972)
 GF0262
 GF0262                         *CURRENT SURVEY CONTROL
 GF0262  ___________________________________________________________________
 GF0262* NAD 83(1986)-  36 58 30.     (N)    093 02 27.     (W)     SCALED    
 GF0262* NAVD 88     -       421.040  (meters)    1381.36   (feet)  ADJUSTED  
 GF0262  ___________________________________________________________________
 GF0262  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GF0262  DYNAMIC HT  -         420.694 (meters)    1380.23  (feet)  COMP
 GF0262  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 GF0262
 GF0262  VERT ORDER  -  SECOND    CLASS 0
 GF0262
 GF0262.The horizontal coordinates were scaled from a topographic map and have
 GF0262.an estimated accuracy of +/- 6 seconds.
 GF0262
 GF0262.The orthometric height was determined by differential leveling
 GF0262.and adjusted by the National Geodetic Survey in June 1991..
 GF0262
 GF0262.The geoid height was determined by GEOID03.
 GF0262
 GF0262.The dynamic height is computed by dividing the NAVD 88
 GF0262.geopotential number by the normal gravity value computed on the
 GF0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0262.degrees latitude (g = 980.6199 gals.).
 GF0262
 GF0262.The modeled gravity was interpolated from observed gravity values.
 GF0262
 GF0262;                    North         East    Units  Estimated Accuracy
 GF0262;SPC MO C     -   126,820.      451,850.      MT  (+/- 180 meters Scaled)
 GF0262
 GF0262                          SUPERSEDED SURVEY CONTROL
 GF0262
 GF0262  NGVD 29 (??/??/92)  420.907  (m)         1380.93   (f) ADJ UNCH    2 0
 GF0262
 GF0262.Superseded values are not recommended for survey control.
 GF0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0262.See file dsdata.txt to determine how the superseded data were derived.
 GF0262
 GF0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA963921(NAD 83)
 GF0262_MARKER: DD = SURVEY DISK
 GF0262_SETTING: 66 = SET IN ROCK OUTCROP
 GF0262_SP_SET: ROCK LEDGE
 GF0262_STAMPING: 68 G 1931
 GF0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0262+STABILITY: POSITION/ELEVATION WELL
 GF0262
 GF0262  HISTORY     - Date     Condition        Report By
 GF0262  HISTORY     - 1931     MONUMENTED       USGS
 GF0262
 GF0262                          STATION DESCRIPTION
 GF0262
 GF0262'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 GF0262'3.6 MI SE FROM SPARTA.
 GF0262'3.6 MILES SOUTHEAST ALONG COUNTY HIGHWAY A FROM THE TOWN PUMP
 GF0262'AT SPARTA, CHRISTIAN COUNTY, 0.25 MILE SOUTH OF OLDFIELD, 71.7
 GF0262'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 10.6 FEET WEST OF
 GF0262'THE CENTERLINE OF THE ROADBED OF AN ABANDONED LINE OF THE ST.
 GF0262'LOUIS-SAN FRANCISCO RAILWAY, 50 FEET SOUTHEAST OF AN OAK TREE
 GF0262'MARKED USBM 50 FT, IN A LIMESTONE LEDGE, 4.5 FEET LOWER THAN
 GF0262'THE TOP OF A CUT, AND 3 FEET HIGHER THAN THE ROADBED.  A UNITED
 GF0262'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 68 G 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0561 ***********************************************************************
 LD0561  DESIGNATION -  687 A
 LD0561  PID         -  LD0561
 LD0561  STATE/COUNTY-  MO/LEWIS
 LD0561  USGS QUAD   -  MONTICELLO (1975)
 LD0561
 LD0561                         *CURRENT SURVEY CONTROL
 LD0561  ___________________________________________________________________
 LD0561* NAD 83(1986)-  40 00 28.     (N)    091 42 52.     (W)     SCALED    
 LD0561* NAVD 88     -       209.064  (meters)     685.90   (feet)  ADJUSTED  
 LD0561  ___________________________________________________________________
 LD0561  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LD0561  DYNAMIC HT  -         208.954 (meters)     685.54  (feet)  COMP
 LD0561  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 LD0561
 LD0561  VERT ORDER  -  FIRST     CLASS II
 LD0561
 LD0561.The horizontal coordinates were scaled from a topographic map and have
 LD0561.an estimated accuracy of +/- 6 seconds.
 LD0561
 LD0561.The orthometric height was determined by differential leveling
 LD0561.and adjusted by the National Geodetic Survey in June 1991..
 LD0561
 LD0561.The geoid height was determined by GEOID03.
 LD0561
 LD0561.The dynamic height is computed by dividing the NAVD 88
 LD0561.geopotential number by the normal gravity value computed on the
 LD0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0561.degrees latitude (g = 980.6199 gals.).
 LD0561
 LD0561.The modeled gravity was interpolated from observed gravity values.
 LD0561
 LD0561;                    North         East    Units  Estimated Accuracy
 LD0561;SPC MO E     -   464,020.      146,310.      MT  (+/- 180 meters Scaled)
 LD0561
 LD0561                          SUPERSEDED SURVEY CONTROL
 LD0561
 LD0561  NGVD 29 (??/??/92)  209.130  (m)          686.12   (f) ADJ UNCH    1 2
 LD0561
 LD0561.Superseded values are not recommended for survey control.
 LD0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0561.See file dsdata.txt to determine how the superseded data were derived.
 LD0561
 LD0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE097294(NAD 83)
 LD0561_MARKER: DD = SURVEY DISK
 LD0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0561_SP_SET: STONE FOUNDATION
 LD0561_STAMPING: 687 A
 LD0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0561
 LD0561  HISTORY     - Date     Condition        Report By
 LD0561  HISTORY     - UNK      MONUMENTED       USGS
 LD0561  HISTORY     - 1935     GOOD             NGS
 LD0561
 LD0561                          STATION DESCRIPTION
 LD0561
 LD0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0561'AT EWING.
 LD0561'AT EWING, LEWIS COUNTY, 2-1/2 BLOCKS NORTH OF THE CHICAGO,
 LD0561'BURLINGTON AND QUINCY RAILROAD STATION, AT THE OLD REFORMED
 LD0561'LUTHERAN CHURCH USED AS THE CITY HALL, IN THE FACE OF THE EAST
 LD0561'STONE FOUNDATION, 7 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 LD0561'BUILDING, AND 2 INCHES ABOVE THE GROUND.  A UNITED STATES
 LD0561'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 687 A AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1557 ***********************************************************************
 JD1557  DESIGNATION -  688.66
 JD1557  PID         -  JD1557
 JD1557  STATE/COUNTY-  MO/HENRY
 JD1557  USGS QUAD   -  LEESVILLE (1981)
 JD1557
 JD1557                         *CURRENT SURVEY CONTROL
 JD1557  ___________________________________________________________________
 JD1557* NAD 83(1986)-  38 16 02.     (N)    093 34 19.     (W)     SCALED    
 JD1557* NAVD 88     -       209.835  (meters)     688.43   (feet)  ADJUSTED  
 JD1557  ___________________________________________________________________
 JD1557  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JD1557  DYNAMIC HT  -         209.687 (meters)     687.95  (feet)  COMP
 JD1557  MODELED GRAV-     979,920.1   (mgal)                       NAVD 88
 JD1557
 JD1557  VERT ORDER  -  SECOND    CLASS 0
 JD1557
 JD1557.The horizontal coordinates were scaled from a topographic map and have
 JD1557.an estimated accuracy of +/- 6 seconds.
 JD1557
 JD1557.The orthometric height was determined by differential leveling
 JD1557.and adjusted by the National Geodetic Survey in June 1991..
 JD1557
 JD1557.The geoid height was determined by GEOID03.
 JD1557
 JD1557.The dynamic height is computed by dividing the NAVD 88
 JD1557.geopotential number by the normal gravity value computed on the
 JD1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1557.degrees latitude (g = 980.6199 gals.).
 JD1557
 JD1557.The modeled gravity was interpolated from observed gravity values.
 JD1557
 JD1557;                    North         East    Units  Estimated Accuracy
 JD1557;SPC MO W     -   233,520.      931,210.      MT  (+/- 180 meters Scaled)
 JD1557
 JD1557                          SUPERSEDED SURVEY CONTROL
 JD1557
 JD1557  NGVD 29 (??/??/92)  209.707  (m)          688.01   (f) ADJ UNCH    2 0
 JD1557
 JD1557.Superseded values are not recommended for survey control.
 JD1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1557.See file dsdata.txt to determine how the superseded data were derived.
 JD1557
 JD1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC499356(NAD 83)
 JD1557_MARKER: DD = SURVEY DISK
 JD1557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1557_SP_SET: PIER
 JD1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1557
 JD1557  HISTORY     - Date     Condition        Report By
 JD1557  HISTORY     - UNK      MONUMENTED       LOCENG
 JD1557  HISTORY     - 1945     GOOD             NGS
 JD1557
 JD1557                          STATION DESCRIPTION
 JD1557
 JD1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1557'4.9 MI SW FROM TIGHTWAD.
 JD1557'FROM THE SCHOOLHOUSE AT TIGHTWAD, 1.0 MILE ALONG HIGHWAY 35
 JD1557'TO A CROSS ROAD, THEN ALONG DIRT AND GRAVEL ROADS 1.0 MILE
 JD1557'SOUTH, 0.7 MILE WEST, THEN SOUTH AND SOUTHEAST AND WINDING TO
 JD1557'THE STEEL BRIDGE ACROSS THE GRAND RIVER.  THE MARK IS A U.E.L.
 JD1557'AND P. CO DISK SET IN THE TOP OF THE SOUTHWEST PIPE AND CONCRETE
 JD1557'PIER, 8.7 FEET SOUTHWEST OF AND 1 FOOT LOWER THAN THE CENTERLINE
 JD1557'OF THE BRIDGE FLOOR, 2 IN. SOUTHEAST OF THE STEEL PLATE HOLDING
 JD1557'THE STEEL GIRDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0264 ***********************************************************************
 GF0264  DESIGNATION -  69 G
 GF0264  PID         -  GF0264
 GF0264  STATE/COUNTY-  MO/CHRISTIAN
 GF0264  USGS QUAD   -  CHADWICK (1972)
 GF0264
 GF0264                         *CURRENT SURVEY CONTROL
 GF0264  ___________________________________________________________________
 GF0264* NAD 83(1986)-  36 55 58.     (N)    093 03 19.     (W)     SCALED    
 GF0264* NAVD 88     -       420.111  (meters)    1378.31   (feet)  ADJUSTED  
 GF0264  ___________________________________________________________________
 GF0264  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GF0264  DYNAMIC HT  -         419.764 (meters)    1377.18  (feet)  COMP
 GF0264  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 GF0264
 GF0264  VERT ORDER  -  SECOND    CLASS 0
 GF0264
 GF0264.The horizontal coordinates were scaled from a topographic map and have
 GF0264.an estimated accuracy of +/- 6 seconds.
 GF0264
 GF0264.The orthometric height was determined by differential leveling
 GF0264.and adjusted by the National Geodetic Survey in June 1991..
 GF0264
 GF0264.The geoid height was determined by GEOID03.
 GF0264
 GF0264.The dynamic height is computed by dividing the NAVD 88
 GF0264.geopotential number by the normal gravity value computed on the
 GF0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0264.degrees latitude (g = 980.6199 gals.).
 GF0264
 GF0264.The modeled gravity was interpolated from observed gravity values.
 GF0264
 GF0264;                    North         East    Units  Estimated Accuracy
 GF0264;SPC MO C     -   122,140.      450,530.      MT  (+/- 180 meters Scaled)
 GF0264
 GF0264                          SUPERSEDED SURVEY CONTROL
 GF0264
 GF0264  NGVD 29 (??/??/92)  419.979  (m)         1377.88   (f) ADJ UNCH    2 0
 GF0264
 GF0264.Superseded values are not recommended for survey control.
 GF0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0264.See file dsdata.txt to determine how the superseded data were derived.
 GF0264
 GF0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA950874(NAD 83)
 GF0264_MARKER: DD = SURVEY DISK
 GF0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0264_STAMPING: 69 G 1931
 GF0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0264+STABILITY: SURFACE MOTION
 GF0264
 GF0264  HISTORY     - Date     Condition        Report By
 GF0264  HISTORY     - 1931     MONUMENTED       USGS
 GF0264
 GF0264                          STATION DESCRIPTION
 GF0264
 GF0264'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 GF0264'AT CHADWICK.
 GF0264'AT CHADWICK, CHRISTIAN COUNTY, AT THE CHADWICK HOTEL, 42 FEET
 GF0264'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF COUNTY HIGHWAY
 GF0264'A AND AN EAST-AND-WEST STREET, 33 FEET WEST OF THE CENTERLINE
 GF0264'OF THE HIGHWAY, 6 FEET SOUTHWEST OF A POLE MARKED USBM 1377.2,
 GF0264'5 FEET WEST OF THE NORTHEAST CORNER OF THE HOTEL FENCE, AND
 GF0264'1.5 FEET NORTH OF THE PROPERTY LINE FENCE.  A UNITED STATES
 GF0264'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 69 G 1931 AND SET IN
 GF0264'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0065 ***********************************************************************
 LE0065  DESIGNATION -  690
 LE0065  PID         -  LE0065
 LE0065  STATE/COUNTY-  MO/KNOX
 LE0065  USGS QUAD   -  GREENSBURG (1965)
 LE0065
 LE0065                         *CURRENT SURVEY CONTROL
 LE0065  ___________________________________________________________________
 LE0065* NAD 83(1986)-  40 17 18.     (N)    092 08 14.     (W)     SCALED    
 LE0065* NAVD 88     -       213.450  (meters)     700.29   (feet)  ADJUSTED  
 LE0065  ___________________________________________________________________
 LE0065  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LE0065  DYNAMIC HT  -         213.338 (meters)     699.93  (feet)  COMP
 LE0065  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 LE0065
 LE0065  VERT ORDER  -  SECOND    CLASS 0
 LE0065
 LE0065.The horizontal coordinates were scaled from a topographic map and have
 LE0065.an estimated accuracy of +/- 6 seconds.
 LE0065
 LE0065.The orthometric height was determined by differential leveling
 LE0065.and adjusted by the National Geodetic Survey in June 1991..
 LE0065
 LE0065.The geoid height was determined by GEOID03.
 LE0065
 LE0065.The dynamic height is computed by dividing the NAVD 88
 LE0065.geopotential number by the normal gravity value computed on the
 LE0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0065.degrees latitude (g = 980.6199 gals.).
 LE0065
 LE0065.The modeled gravity was interpolated from observed gravity values.
 LE0065
 LE0065;                    North         East    Units  Estimated Accuracy
 LE0065;SPC MO C     -   494,530.      530,850.      MT  (+/- 180 meters Scaled)
 LE0065
 LE0065                          SUPERSEDED SURVEY CONTROL
 LE0065
 LE0065  NGVD 29 (??/??/92)  213.481  (m)          700.40   (f) ADJ UNCH    2 0
 LE0065
 LE0065.Superseded values are not recommended for survey control.
 LE0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0065.See file dsdata.txt to determine how the superseded data were derived.
 LE0065
 LE0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE733601(NAD 83)
 LE0065_MARKER: B = BOLT
 LE0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0065+STABILITY: SURFACE MOTION
 LE0065
 LE0065  HISTORY     - Date     Condition        Report By
 LE0065  HISTORY     - UNK      MONUMENTED       ATSFRR
 LE0065  HISTORY     - 1935     GOOD             NGS
 LE0065  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0065
 LE0065                          STATION DESCRIPTION
 LE0065
 LE0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0065'AT FABIUS.
 LE0065'AT FABIUS, KNOX COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 LE0065'FE RAILWAY, 77 FEET NORTHEAST OF THE NORTHEAST END OF THE STATION,
 LE0065'210 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST TRACK,
 LE0065'1 FOOT NORTHWEST OF THE RIGHT OF WAY FENCE, AND 2 FEET LOWER
 LE0065'THAN THE TRACK.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE
 LE0065'POST.
 LE0065
 LE0065                          STATION RECOVERY (1967)
 LE0065
 LE0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0195 ***********************************************************************
 JD0195  DESIGNATION -  690.9
 JD0195  PID         -  JD0195
 JD0195  STATE/COUNTY-  MO/CAMDEN
 JD0195  USGS QUAD   -  CAMDENTON (1983)
 JD0195
 JD0195                         *CURRENT SURVEY CONTROL
 JD0195  ___________________________________________________________________
 JD0195* NAD 83(1986)-  38 02 16.     (N)    092 42 38.     (W)     SCALED    
 JD0195* NAVD 88     -       210.647  (meters)     691.10   (feet)  ADJUSTED  
 JD0195  ___________________________________________________________________
 JD0195  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JD0195  DYNAMIC HT  -         210.494 (meters)     690.60  (feet)  COMP
 JD0195  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 JD0195
 JD0195  VERT ORDER  -  SECOND    CLASS 0
 JD0195
 JD0195.The horizontal coordinates were scaled from a topographic map and have
 JD0195.an estimated accuracy of +/- 6 seconds.
 JD0195
 JD0195.The orthometric height was determined by differential leveling
 JD0195.and adjusted by the National Geodetic Survey in June 1991..
 JD0195
 JD0195.The geoid height was determined by GEOID03.
 JD0195
 JD0195.The dynamic height is computed by dividing the NAVD 88
 JD0195.geopotential number by the normal gravity value computed on the
 JD0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0195.degrees latitude (g = 980.6199 gals.).
 JD0195
 JD0195.The modeled gravity was interpolated from observed gravity values.
 JD0195
 JD0195;                    North         East    Units  Estimated Accuracy
 JD0195;SPC MO C     -   244,650.      481,520.      MT  (+/- 180 meters Scaled)
 JD0195
 JD0195                          SUPERSEDED SURVEY CONTROL
 JD0195
 JD0195  NGVD 29 (??/??/92)  210.557  (m)          690.80   (f) ADJ UNCH    2 0
 JD0195
 JD0195.Superseded values are not recommended for survey control.
 JD0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0195.See file dsdata.txt to determine how the superseded data were derived.
 JD0195
 JD0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC253100(NAD 83)
 JD0195_MARKER: Q = CHISELED SQUARE
 JD0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0195_SP_SET: BRIDGE
 JD0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0195
 JD0195  HISTORY     - Date     Condition        Report By
 JD0195  HISTORY     - UNK      MONUMENTED       USGS
 JD0195  HISTORY     - 1934     GOOD             NGS
 JD0195
 JD0195                          STATION DESCRIPTION
 JD0195
 JD0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0195'AT LINN CREEK.
 JD0195'AT THE EAST EDGE OF LINN CREEK, ON U.S. HIGHWAY 54, AT BRIDGE
 JD0195'J 378, AND ON THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT.  A
 JD0195'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0399 ***********************************************************************
 JD0399  DESIGNATION -  690.96
 JD0399  PID         -  JD0399
 JD0399  STATE/COUNTY-  MO/COOPER
 JD0399  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0399
 JD0399                         *CURRENT SURVEY CONTROL
 JD0399  ___________________________________________________________________
 JD0399* NAD 83(1986)-  38 42 07.     (N)    092 58 43.     (W)     SCALED    
 JD0399* NAVD 88     -       210.759  (meters)     691.47   (feet)  ADJUSTED  
 JD0399  ___________________________________________________________________
 JD0399  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0399  DYNAMIC HT  -         210.618 (meters)     691.00  (feet)  COMP
 JD0399  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 JD0399
 JD0399  VERT ORDER  -  FIRST     CLASS II
 JD0399
 JD0399.The horizontal coordinates were scaled from a topographic map and have
 JD0399.an estimated accuracy of +/- 6 seconds.
 JD0399
 JD0399.The orthometric height was determined by differential leveling
 JD0399.and adjusted by the National Geodetic Survey in June 1991..
 JD0399
 JD0399.The geoid height was determined by GEOID03.
 JD0399
 JD0399.The dynamic height is computed by dividing the NAVD 88
 JD0399.geopotential number by the normal gravity value computed on the
 JD0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0399.degrees latitude (g = 980.6199 gals.).
 JD0399
 JD0399.The modeled gravity was interpolated from observed gravity values.
 JD0399
 JD0399;                    North         East    Units  Estimated Accuracy
 JD0399;SPC MO C     -   318,450.      458,370.      MT  (+/- 180 meters Scaled)
 JD0399
 JD0399                          SUPERSEDED SURVEY CONTROL
 JD0399
 JD0399  NGVD 29 (??/??/92)  210.668  (m)          691.17   (f) ADJ UNCH    1 2
 JD0399
 JD0399.Superseded values are not recommended for survey control.
 JD0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0399.See file dsdata.txt to determine how the superseded data were derived.
 JD0399
 JD0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC018837(NAD 83)
 JD0399_MARKER: Q = CHISELED SQUARE
 JD0399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0399_SP_SET: BRIDGE ABUTMENT
 JD0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0399
 JD0399  HISTORY     - Date     Condition        Report By
 JD0399  HISTORY     - UNK      MONUMENTED       USGS
 JD0399  HISTORY     - 1963     GOOD             NGS
 JD0399
 JD0399                          STATION DESCRIPTION
 JD0399
 JD0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0399'1.2 MI E FROM OTTERVILLE.
 JD0399'ABOUT 1.15 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0399'THE STATION AT OTTERVILLE, NEAR THE T-JUNCTION OF U.S. HIGHWAY
 JD0399'50 AND A COUNTY ROAD LEADING SOUTH, 58.5 FEET NORTH OF THE NORTH
 JD0399'RAIL, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 JD0399'ABUTMENT OF A HIGHWAY BRIDGE OVER THE LAMINE RIVER, 45 FEET
 JD0399'EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 12 FEET SOUTH
 JD0399'OF THE CENTERLINE OF THE HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL
 JD0399'OF THE TRACK, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0252 ***********************************************************************
 GF0252  DESIGNATION -  695
 GF0252  PID         -  GF0252
 GF0252  STATE/COUNTY-  MO/TANEY
 GF0252  USGS QUAD   -  FORSYTH (1989)
 GF0252
 GF0252                         *CURRENT SURVEY CONTROL
 GF0252  ___________________________________________________________________
 GF0252* NAD 83(1986)-  36 41 09.     (N)    093 06 01.     (W)     SCALED    
 GF0252* NAVD 88     -       211.518  (meters)     693.96   (feet)  ADJUSTED  
 GF0252  ___________________________________________________________________
 GF0252  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GF0252  DYNAMIC HT  -         211.342 (meters)     693.38  (feet)  COMP
 GF0252  MODELED GRAV-     979,793.4   (mgal)                       NAVD 88
 GF0252
 GF0252  VERT ORDER  -  SECOND    CLASS 0
 GF0252
 GF0252.The horizontal coordinates were scaled from a topographic map and have
 GF0252.an estimated accuracy of +/- 6 seconds.
 GF0252
 GF0252.The orthometric height was determined by differential leveling
 GF0252.and adjusted by the National Geodetic Survey in June 1991..
 GF0252
 GF0252.The geoid height was determined by GEOID03.
 GF0252
 GF0252.The dynamic height is computed by dividing the NAVD 88
 GF0252.geopotential number by the normal gravity value computed on the
 GF0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0252.degrees latitude (g = 980.6199 gals.).
 GF0252
 GF0252.The modeled gravity was interpolated from observed gravity values.
 GF0252
 GF0252;                    North         East    Units  Estimated Accuracy
 GF0252;SPC MO C     -    94,760.      446,350.      MT  (+/- 180 meters Scaled)
 GF0252
 GF0252                          SUPERSEDED SURVEY CONTROL
 GF0252
 GF0252  NGVD 29 (??/??/92)  211.389  (m)          693.53   (f) ADJ UNCH    2 0
 GF0252
 GF0252.Superseded values are not recommended for survey control.
 GF0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0252.See file dsdata.txt to determine how the superseded data were derived.
 GF0252
 GF0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA910600(NAD 83)
 GF0252_MARKER: DB = BENCH MARK DISK
 GF0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0252_SP_SET: BUILDING
 GF0252_STAMPING: 695 ADJ 1903
 GF0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0252
 GF0252  HISTORY     - Date     Condition        Report By
 GF0252  HISTORY     - 1903     MONUMENTED       USGS
 GF0252  HISTORY     - 1934     GOOD             NGS
 GF0252  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 GF0252
 GF0252                          STATION DESCRIPTION
 GF0252
 GF0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0252'AT FORSYTH.
 GF0252'AT FORSYTH, TANEY COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 GF0252'SOUTHEAST CORNER, AND IN THE EAST FACE.  A UNITED STATES GEOLOGICAL
 GF0252'SURVEY STANDARD DISK, STAMPED 695 ADJ. 1903 AND SET VERTICALLY.
 GF0252
 GF0252                          STATION RECOVERY (2004)
 GF0252
 GF0252'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 GF0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0210 ***********************************************************************
 JD0210  DESIGNATION -  696.1
 JD0210  PID         -  JD0210
 JD0210  STATE/COUNTY-  MO/CAMDEN
 JD0210  USGS QUAD   -  LAKE OZARK (1983)
 JD0210
 JD0210                         *CURRENT SURVEY CONTROL
 JD0210  ___________________________________________________________________
 JD0210* NAD 83(1986)-  38 07 59.     (N)    092 38 45.     (W)     SCALED    
 JD0210* NAVD 88     -       212.254  (meters)     696.37   (feet)  ADJUSTED  
 JD0210  ___________________________________________________________________
 JD0210  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JD0210  DYNAMIC HT  -         212.101 (meters)     695.87  (feet)  COMP
 JD0210  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 JD0210
 JD0210  VERT ORDER  -  SECOND    CLASS 0
 JD0210
 JD0210.The horizontal coordinates were scaled from a topographic map and have
 JD0210.an estimated accuracy of +/- 6 seconds.
 JD0210
 JD0210.The orthometric height was determined by differential leveling
 JD0210.and adjusted by the National Geodetic Survey in June 1991..
 JD0210
 JD0210.The geoid height was determined by GEOID03.
 JD0210
 JD0210.The dynamic height is computed by dividing the NAVD 88
 JD0210.geopotential number by the normal gravity value computed on the
 JD0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0210.degrees latitude (g = 980.6199 gals.).
 JD0210
 JD0210.The modeled gravity was interpolated from observed gravity values.
 JD0210
 JD0210;                    North         East    Units  Estimated Accuracy
 JD0210;SPC MO C     -   255,210.      487,220.      MT  (+/- 180 meters Scaled)
 JD0210
 JD0210                          SUPERSEDED SURVEY CONTROL
 JD0210
 JD0210  NGVD 29 (??/??/92)  212.177  (m)          696.12   (f) ADJ UNCH    2 0
 JD0210
 JD0210.Superseded values are not recommended for survey control.
 JD0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0210.See file dsdata.txt to determine how the superseded data were derived.
 JD0210
 JD0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC310206(NAD 83)
 JD0210_MARKER: Q = CHISELED SQUARE
 JD0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0210_SP_SET: BRIDGE
 JD0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0210
 JD0210  HISTORY     - Date     Condition        Report By
 JD0210  HISTORY     - UNK      MONUMENTED       USGS
 JD0210  HISTORY     - 1934     GOOD             NGS
 JD0210
 JD0210                          STATION DESCRIPTION
 JD0210
 JD0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0210'1.2 MI SW FROM ZEBRA.
 JD0210'1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 54 FROM ZEBRA, AT THE
 JD0210'BRIDGE OVER GRANDGLAIZE CREEK, AND ON THE TOP OF THE NORTHWEST
 JD0210'CONCRETE CORNER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1314 ***********************************************************************
 JD1314  DESIGNATION -  698.11
 JD1314  PID         -  JD1314
 JD1314  STATE/COUNTY-  MO/BENTON
 JD1314  USGS QUAD   -  WARSAW EAST (1982)
 JD1314
 JD1314                         *CURRENT SURVEY CONTROL
 JD1314  ___________________________________________________________________
 JD1314* NAD 83(1986)-  38 14 10.     (N)    093 21 30.     (W)     SCALED    
 JD1314* NAVD 88     -       213.035  (meters)     698.93   (feet)  ADJUSTED  
 JD1314  ___________________________________________________________________
 JD1314  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JD1314  DYNAMIC HT  -         212.885 (meters)     698.44  (feet)  COMP
 JD1314  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 JD1314
 JD1314  VERT ORDER  -  SECOND    CLASS 0
 JD1314
 JD1314.The horizontal coordinates were scaled from a topographic map and have
 JD1314.an estimated accuracy of +/- 6 seconds.
 JD1314
 JD1314.The orthometric height was determined by differential leveling
 JD1314.and adjusted by the National Geodetic Survey in June 1991..
 JD1314
 JD1314.The geoid height was determined by GEOID03.
 JD1314
 JD1314.The dynamic height is computed by dividing the NAVD 88
 JD1314.geopotential number by the normal gravity value computed on the
 JD1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1314.degrees latitude (g = 980.6199 gals.).
 JD1314
 JD1314.The modeled gravity was interpolated from observed gravity values.
 JD1314
 JD1314;                    North         East    Units  Estimated Accuracy
 JD1314;SPC MO C     -   266,990.      424,860.      MT  (+/- 180 meters Scaled)
 JD1314
 JD1314                          SUPERSEDED SURVEY CONTROL
 JD1314
 JD1314  NGVD 29 (??/??/92)  212.917  (m)          698.55   (f) ADJ UNCH    2 0
 JD1314
 JD1314.Superseded values are not recommended for survey control.
 JD1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1314.See file dsdata.txt to determine how the superseded data were derived.
 JD1314
 JD1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC686320(NAD 83)
 JD1314_MARKER: Q = CHISELED SQUARE
 JD1314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1314_SP_SET: BRIDGE
 JD1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1314
 JD1314  HISTORY     - Date     Condition        Report By
 JD1314  HISTORY     - UNK      MONUMENTED       USGS
 JD1314  HISTORY     - 1945     GOOD             NGS
 JD1314
 JD1314                          STATION DESCRIPTION
 JD1314
 JD1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1314'1.9 MI S FROM WARSAW.
 JD1314'1.9 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM WARSAW, BENTON COUNTY,
 JD1314'AT THE BRIDGE OVER OSAGE RIVER, AND ON THE TOP OF THE SOUTHWEST
 JD1314'CONCRETE ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0413 ***********************************************************************
 KD0413  DESIGNATION -  698.68
 KD0413  PID         -  KD0413
 KD0413  STATE/COUNTY-  MO/SALINE
 KD0413  USGS QUAD   -  MALTA BEND (1978)
 KD0413
 KD0413                         *CURRENT SURVEY CONTROL
 KD0413  ___________________________________________________________________
 KD0413* NAD 83(1986)-  39 11 36.     (N)    093 21 46.     (W)     SCALED    
 KD0413* NAVD 88     -       213.158  (meters)     699.34   (feet)  ADJUSTED  
 KD0413  ___________________________________________________________________
 KD0413  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0413  DYNAMIC HT  -         213.027 (meters)     698.91  (feet)  COMP
 KD0413  MODELED GRAV-     980,010.6   (mgal)                       NAVD 88
 KD0413
 KD0413  VERT ORDER  -  FIRST     CLASS II
 KD0413
 KD0413.The horizontal coordinates were scaled from a topographic map and have
 KD0413.an estimated accuracy of +/- 6 seconds.
 KD0413
 KD0413.The orthometric height was determined by differential leveling
 KD0413.and adjusted by the National Geodetic Survey in June 1991..
 KD0413
 KD0413.The geoid height was determined by GEOID03.
 KD0413
 KD0413.The dynamic height is computed by dividing the NAVD 88
 KD0413.geopotential number by the normal gravity value computed on the
 KD0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0413.degrees latitude (g = 980.6199 gals.).
 KD0413
 KD0413.The modeled gravity was interpolated from observed gravity values.
 KD0413
 KD0413;                    North         East    Units  Estimated Accuracy
 KD0413;SPC MO C     -   373,250.      425,470.      MT  (+/- 180 meters Scaled)
 KD0413
 KD0413                          SUPERSEDED SURVEY CONTROL
 KD0413
 KD0413  NGVD 29 (??/??/92)  213.082  (m)          699.09   (f) ADJ UNCH    1 2
 KD0413
 KD0413.Superseded values are not recommended for survey control.
 KD0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0413.See file dsdata.txt to determine how the superseded data were derived.
 KD0413
 KD0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD686382(NAD 83)
 KD0413_MARKER: Q = CHISELED SQUARE
 KD0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0413_SP_SET: STEP
 KD0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0413
 KD0413  HISTORY     - Date     Condition        Report By
 KD0413  HISTORY     - UNK      MONUMENTED       USGS
 KD0413  HISTORY     - 1948     GOOD             NGS
 KD0413  HISTORY     - 1962     GOOD             NGS
 KD0413  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0413
 KD0413                          STATION DESCRIPTION
 KD0413
 KD0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0413'AT MALTA BEND.
 KD0413'AT MALTA BEND, IN THE NORTHWEST CORNER OF THE BOTTOM DOOR STEP
 KD0413'OF THE OLD IOOF BUILDING WHICH IS NOW OCCUPIED BY A DRUG STORE,
 KD0413'46.0 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 65 (STATE
 KD0413'HIGHWAY 240) OR STATE STREET, 33.0 FEET EAST OF THE CENTER LINE
 KD0413'OF LIN STREET, 0.7 FOOT WEST OF THE WEST FACE OF THE BUILDING, 0.8
 KD0413'FOOT ABOVE THE SIDEWALK, A CHISELED SQUARE.
 KD0413
 KD0413                          STATION RECOVERY (1962)
 KD0413
 KD0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0413'RECOVERED IN GOOD CONDITION.
 KD0413
 KD0413                          STATION RECOVERY (1986)
 KD0413
 KD0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0339 ***********************************************************************
 KE0339  DESIGNATION -  7
 KE0339  PID         -  KE0339
 KE0339  STATE/COUNTY-  MO/BUCHANAN
 KE0339  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0339
 KE0339                         *CURRENT SURVEY CONTROL
 KE0339  ___________________________________________________________________
 KE0339* NAD 83(1986)-  39 44 01.     (N)    094 51 29.     (W)     SCALED    
 KE0339* NAVD 88     -       249.401  (meters)     818.24   (feet)  ADJUSTED  
 KE0339  ___________________________________________________________________
 KE0339  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KE0339  DYNAMIC HT  -         249.255 (meters)     817.76  (feet)  COMP
 KE0339  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 KE0339
 KE0339  VERT ORDER  -  FIRST     CLASS II
 KE0339
 KE0339.The horizontal coordinates were scaled from a topographic map and have
 KE0339.an estimated accuracy of +/- 6 seconds.
 KE0339
 KE0339.The orthometric height was determined by differential leveling
 KE0339.and adjusted by the National Geodetic Survey in June 1991..
 KE0339.WARNING-Repeat measurements at this control monument indicate possible
 KE0339.vertical movement.
 KE0339
 KE0339.The geoid height was determined by GEOID03.
 KE0339
 KE0339.The dynamic height is computed by dividing the NAVD 88
 KE0339.geopotential number by the normal gravity value computed on the
 KE0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0339.degrees latitude (g = 980.6199 gals.).
 KE0339
 KE0339.The modeled gravity was interpolated from observed gravity values.
 KE0339
 KE0339;                    North         East    Units  Estimated Accuracy
 KE0339;SPC MO W     -   395,950.      819,310.      MT  (+/- 180 meters Scaled)
 KE0339
 KE0339                          SUPERSEDED SURVEY CONTROL
 KE0339
 KE0339  NGVD 29 (??/??/92)  249.334  (m)          818.02   (f) ADJ UNCH    1 2
 KE0339
 KE0339.Superseded values are not recommended for survey control.
 KE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0339.See file dsdata.txt to determine how the superseded data were derived.
 KE0339
 KE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD407998(NAD 83)
 KE0339_MARKER: DB = BENCH MARK DISK
 KE0339_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KE0339_SP_SET: PREFAB CONC. BLOCK IN EARTH
 KE0339_STAMPING: 7
 KE0339_MARK LOGO: MO7070
 KE0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0339+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1989
 KE0339
 KE0339  HISTORY     - Date     Condition        Report By
 KE0339  HISTORY     - UNK      MONUMENTED       MO7070
 KE0339  HISTORY     - 1948     GOOD             NGS
 KE0339  HISTORY     - 1958     GOOD             NGS
 KE0339  HISTORY     - 1975     GOOD             LOCENG
 KE0339  HISTORY     - 19890812 GOOD             NGS
 KE0339  HISTORY     - 20060506 GOOD             GEOCAC
 KE0339
 KE0339                          STATION DESCRIPTION
 KE0339
 KE0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0339'AT ST JOSEPH.
 KE0339'AT ST. JOSEPH, IN THE SOUTHERN SECTION OF THE CITY THAT IS
 KE0339'LOCALLY KNOWN AS SOUTH ST. JOSEPH, IN THE SOUTHWEST QUARTER OF
 KE0339'THE INTERSECTION OF 2ND. STREET AND FLORENCE ROAD, 15.6 FEET
 KE0339'WEST OF THE WEST CURB OF 2ND. STREET, 9.4 FEET WEST OF THE
 KE0339'WEST FACE OF A POWER LINE GUY POLE, 1.3 FEET SOUTH OF THE SOUTH
 KE0339'EDGE OF A SIDEWALK PARALLELING FLORENCE ROAD, 1.7 FEET SOUTHEAST
 KE0339'OF THE NORTHEAST CORNER OF A 2-STORY BRICK BUILDING NO. 126
 KE0339'(NOW VACANT), 1.2 FEET EAST OF THE EAST FACE OF THE BUILDING,
 KE0339'0.3 FOOT WEST OF THE WEST EDGE OF THE SIDEWALK PARALLELING
 KE0339'2ND. STREET, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH
 KE0339'THE GROUND AND SIDEWALK.  NOTE-- FLORENCE ROAD HAS BEEN REDESIGNATED
 KE0339'LAKE BLVD. WHERE IT CROSSES 3600 SO. 2ND STREET.
 KE0339
 KE0339                          STATION RECOVERY (1958)
 KE0339
 KE0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0339'RECOVERED IN GOOD CONDITION.
 KE0339
 KE0339                          STATION RECOVERY (1975)
 KE0339
 KE0339'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 KE0339'DELETE 9.4 FT. W OF W FACE OF POWER LINE GUY POLE.
 KE0339
 KE0339                          STATION RECOVERY (1989)
 KE0339
 KE0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0339'RECOVERED IN GOOD CONDITION.
 KE0339
 KE0339                          STATION RECOVERY (2006)
 KE0339
 KE0339'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0339'IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF SOUTH 2ND STREET AND
 KE0339'EAST FLORENCE ROAD, 15.6 FEET WEST OF THE WEST CURB OF 2ND STREET, 8.0
 KE0339'FEET WEST OF A UTILITY POLE WITH 4 GUY WIRES, 7.8 FEET WEST OF THE
 KE0339'WEST FACE OF TELCO BOX F118, 1.3 FEET SOUTH OF THE SOUTH EDGE OF A
 KE0339'SIDEWALK PARALLELING FLORENCE ROAD, 0.3 FOOT WEST OF THE WEST EDGE OF
 KE0339'THE SIDEWALK PARALLELING 2ND STREET.
 KE0339' 
 KE0339'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 KE0339'NOTE-- THE BRICK BUILDING AND PORTIONS OF THE SIDEWALK HAVE BEEN
 KE0339'REMOVED. DIM TRACES OF THE SIDEWALK REMAIN.
 KE0339' 
 KE0339'HH2 N39 44 01.6 W94 51 28.8 (NAD83)
 KE0339' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0309 ***********************************************************************
 JE0309  DESIGNATION -  7 A
 JE0309  PID         -  JE0309
 JE0309  STATE/COUNTY-  MO/BATES
 JE0309  USGS QUAD   -  BUTLER (1961)
 JE0309
 JE0309                         *CURRENT SURVEY CONTROL
 JE0309  ___________________________________________________________________
 JE0309* NAD 83(1986)-  38 16 19.     (N)    094 20 39.     (W)     SCALED    
 JE0309* NAVD 88     -       272.253  (meters)     893.22   (feet)  ADJUSTED  
 JE0309  ___________________________________________________________________
 JE0309  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0309  DYNAMIC HT  -         272.057 (meters)     892.57  (feet)  COMP
 JE0309  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 JE0309
 JE0309  VERT ORDER  -  FIRST     CLASS II
 JE0309
 JE0309.The horizontal coordinates were scaled from a topographic map and have
 JE0309.an estimated accuracy of +/- 6 seconds.
 JE0309
 JE0309.The orthometric height was determined by differential leveling
 JE0309.and adjusted by the National Geodetic Survey in June 1991..
 JE0309
 JE0309.The geoid height was determined by GEOID03.
 JE0309
 JE0309.The dynamic height is computed by dividing the NAVD 88
 JE0309.geopotential number by the normal gravity value computed on the
 JE0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0309.degrees latitude (g = 980.6199 gals.).
 JE0309
 JE0309.The modeled gravity was interpolated from observed gravity values.
 JE0309
 JE0309;                    North         East    Units  Estimated Accuracy
 JE0309;SPC MO W     -   233,650.      863,640.      MT  (+/- 180 meters Scaled)
 JE0309
 JE0309                          SUPERSEDED SURVEY CONTROL
 JE0309
 JE0309  NGVD 29 (??/??/92)  272.129  (m)          892.81   (f) ADJ UNCH    1 2
 JE0309
 JE0309.Superseded values are not recommended for survey control.
 JE0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0309.See file dsdata.txt to determine how the superseded data were derived.
 JE0309
 JE0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC824368(NAD 83)
 JE0309_MARKER: Q = CHISELED SQUARE
 JE0309_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JE0309+WITH SETTING: PAVEMENT
 JE0309_SP_SET: SEMAPHORE BASE
 JE0309_MARK LOGO: NONE  
 JE0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0309+STABILITY: SURFACE MOTION
 JE0309
 JE0309  HISTORY     - Date     Condition        Report By
 JE0309  HISTORY     - 1938     MONUMENTED       USGS
 JE0309  HISTORY     - 1963     GOOD             USGS
 JE0309
 JE0309                          STATION DESCRIPTION
 JE0309
 JE0309'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0309'1 MI N FROM BUTLER.
 JE0309'1.0 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0309'STATION AT BUTLER, BATES COUNTY, AT THE NORTH END OF A SIDING,
 JE0309'AT SEMAPHORE 286.2, AND ON THE TOP OF THE WEST SIDE OF THE
 JE0309'CONCRETE BASE.  A CHISELED SQUARE.
 JE0309
 JE0309                          STATION RECOVERY (1963)
 JE0309
 JE0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JE0309'ABOUT 1.05 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0309'STATION AT BUTLER, 65 FEET NORTHEAST OF A SWITCH STAND AT THE NORTH
 JE0309'END OF A SIDING, 7 1/2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 JE0309'ABOUT 1 1/2 ABOVE THE LEVEL OF THE RAILS, AND ON THE TOP OF THE WEST
 JE0309'EDGE OF THE CONCRETE FOUNDATION OF SEMAPHORE NUMBER 286.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0121 ***********************************************************************
 JC0121  DESIGNATION -  7 BOLT
 JC0121  PID         -  JC0121
 JC0121  STATE/COUNTY-  MO/ST LOUIS
 JC0121  USGS QUAD   -  COLUMBIA BOTTOM (1998)
 JC0121
 JC0121                         *CURRENT SURVEY CONTROL
 JC0121  ___________________________________________________________________
 JC0121* NAD 83(1986)-  38 50 46.     (N)    090 14 57.     (W)     SCALED    
 JC0121* NAVD 88     -       132.08   (+/-2cm)     433.3    (feet)  VERTCON   
 JC0121  ___________________________________________________________________
 JC0121  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JC0121
 JC0121  VERT ORDER  -  ? (See Below)
 JC0121
 JC0121.The horizontal coordinates were scaled from a topographic map and have
 JC0121.an estimated accuracy of +/- 6 seconds.
 JC0121
 JC0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0121.The vertical order pertains to the NGVD 29 superseded value.
 JC0121
 JC0121.The geoid height was determined by GEOID03.
 JC0121
 JC0121;                    North         East    Units  Estimated Accuracy
 JC0121;SPC MO E     -   334,380.      271,770.      MT  (+/- 180 meters Scaled)
 JC0121
 JC0121                          SUPERSEDED SURVEY CONTROL
 JC0121
 JC0121  NGVD 29 (??/??/92)  132.036  (m)          433.19   (f) ADJ UNCH    ?  
 JC0121
 JC0121.Superseded values are not recommended for survey control.
 JC0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0121.See file dsdata.txt to determine how the superseded data were derived.
 JC0121
 JC0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD387032(NAD 83)
 JC0121_MARKER: B = BOLT
 JC0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0121_SP_SET: STONE
 JC0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0121+STABILITY: SURFACE MOTION
 JC0121
 JC0121  HISTORY     - Date     Condition        Report By
 JC0121  HISTORY     - UNK      MONUMENTED       MORC
 JC0121  HISTORY     - 1934     GOOD             NGS
 JC0121
 JC0121                          STATION DESCRIPTION
 JC0121
 JC0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0121'0.8 MI NW FROM FORT BELLEFONTAINE.
 JC0121'ABOUT 3/4 MILE NORTHWEST OF THE LEWIS AND CLARK TOLL BRIDGE OVER
 JC0121'THE MISSOURI RIVER AT FORT BELLEFONTAINE, ST. LOUIS COUNTY, 400
 JC0121'YARDS NORTHWEST OF DR. V.P. BLAIRS BRICK HOUSE ON TOP OF A BLUFF,
 JC0121'AT THE NORTHWEST CORNER OF THE MRS. BLOSSOM PROPERTY, 54-1/2
 JC0121'FEET NORTH OF A ONE-ROOM COTTAGE NEAR THE RIVER BANK, 15 YARDS
 JC0121'EAST OF A SMALL STREAM, 10 FEET WEST OF STONE STEPS BUILT IN
 JC0121'THE RIVER BANK, AND ONE FOOT EAST OF THE WEST PROPERTY AND
 JC0121'FENCE LINE.  A COPPER BOLT LEADED IN THE TOP OF A STONE 18
 JC0121'INCHES SQUARE AND SET ABOUT 4 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0122 ***********************************************************************
 JC0122  DESIGNATION -  7 CAP
 JC0122  PID         -  JC0122
 JC0122  STATE/COUNTY-  MO/ST LOUIS
 JC0122  USGS QUAD   -  COLUMBIA BOTTOM (1998)
 JC0122
 JC0122                         *CURRENT SURVEY CONTROL
 JC0122  ___________________________________________________________________
 JC0122* NAD 83(1986)-  38 50 46.     (N)    090 14 57.     (W)     SCALED    
 JC0122* NAVD 88     -       133.31   (+/-2cm)     437.4    (feet)  VERTCON   
 JC0122  ___________________________________________________________________
 JC0122  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JC0122
 JC0122  VERT ORDER  -  ? (See Below)
 JC0122
 JC0122.The horizontal coordinates were scaled from a topographic map and have
 JC0122.an estimated accuracy of +/- 6 seconds.
 JC0122
 JC0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0122.The vertical order pertains to the NGVD 29 superseded value.
 JC0122
 JC0122.The geoid height was determined by GEOID03.
 JC0122
 JC0122;                    North         East    Units  Estimated Accuracy
 JC0122;SPC MO E     -   334,380.      271,770.      MT  (+/- 180 meters Scaled)
 JC0122
 JC0122                          SUPERSEDED SURVEY CONTROL
 JC0122
 JC0122  NGVD 29 (??/??/92)  133.270  (m)          437.24   (f) ADJ UNCH    ?  
 JC0122
 JC0122.Superseded values are not recommended for survey control.
 JC0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0122.See file dsdata.txt to determine how the superseded data were derived.
 JC0122
 JC0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD387032(NAD 83)
 JC0122_MARKER: P = PIPE CAP
 JC0122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0122_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0122
 JC0122  HISTORY     - Date     Condition        Report By
 JC0122  HISTORY     - UNK      MONUMENTED       MORC
 JC0122  HISTORY     - 1934     GOOD             NGS
 JC0122
 JC0122                          STATION DESCRIPTION
 JC0122
 JC0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0122'0.8 MI NW FROM FORT BELLEFONTAINE.
 JC0122'ABOUT 3/4 MILE NORTHWEST OF THE LEWIS AND CLARK TOLL BRIDGE OVER
 JC0122'THE MISSOURI AT FORT BELLEFONTAINE, ST. LOUIS COUNTY, 400 YARDS
 JC0122'NORTHWEST OF DR. V.P. BLAIRS BRICK HOUSE ON TOP OF A BLUFF, AT
 JC0122'THE NORTHWEST CORNER OF THE MRS. BLOSSOM PROPERTY, 54 1/2 FEET
 JC0122'NORTH OF A ONE-ROOM COTTAGE NEAR THE RIVER BANK, 15 YARDS EAST
 JC0122'OF A SMALL STREAM, 10 FEET WEST OF STONE STEPS BUILT IN THE
 JC0122'RIVER BANK, AND ONE FOOT EAST OF THE WEST PROPERTY AND FENCE
 JC0122'LINE.  AN IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND AND
 JC0122'BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0712 ***********************************************************************
 GE0712  DESIGNATION -  7 J
 GE0712  PID         -  GE0712
 GE0712  STATE/COUNTY-  MO/HOWELL
 GE0712  USGS QUAD   -  TRASK (1986)
 GE0712
 GE0712                         *CURRENT SURVEY CONTROL
 GE0712  ___________________________________________________________________
 GE0712* NAD 83(1986)-  36 58 38.     (N)    091 48 06.     (W)     SCALED    
 GE0712* NAVD 88     -       368.401  (meters)    1208.66   (feet)  POSTED    
 GE0712  ___________________________________________________________________
 GE0712  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 GE0712  DYNAMIC HT  -         368.090 (meters)    1207.64  (feet)  COMP
 GE0712  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 GE0712
 GE0712  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GE0712
 GE0712.The horizontal coordinates were scaled from a topographic map and have
 GE0712.an estimated accuracy of +/- 6 seconds.
 GE0712
 GE0712.The orthometric height was determined by differential leveling
 GE0712.and adjusted by the National Geodetic Survey in 1992..
 GE0712.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GE0712.rate of 1.1 thru 2.0 mm/km.
 GE0712
 GE0712.The geoid height was determined by GEOID03.
 GE0712
 GE0712.The dynamic height is computed by dividing the NAVD 88
 GE0712.geopotential number by the normal gravity value computed on the
 GE0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0712.degrees latitude (g = 980.6199 gals.).
 GE0712
 GE0712.The modeled gravity was interpolated from observed gravity values.
 GE0712
 GE0712;                    North         East    Units  Estimated Accuracy
 GE0712;SPC MO C     -   127,150.      562,180.      MT  (+/- 180 meters Scaled)
 GE0712
 GE0712                          SUPERSEDED SURVEY CONTROL
 GE0712
 GE0712  NGVD 29 (??/??/92)  368.248  (m)         1208.16   (f) ADJ UNCH    3 0
 GE0712
 GE0712.Superseded values are not recommended for survey control.
 GE0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0712.See file dsdata.txt to determine how the superseded data were derived.
 GE0712
 GE0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA066930(NAD 83)
 GE0712_MARKER: DD = SURVEY DISK
 GE0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0712_STAMPING: 1208 7 J 1934
 GE0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0712+STABILITY: SURFACE MOTION
 GE0712
 GE0712  HISTORY     - Date     Condition        Report By
 GE0712  HISTORY     - 1934     MONUMENTED       USGS
 GE0712  HISTORY     - 1934     GOOD             NGS
 GE0712  HISTORY     - 1977     POOR             NGS
 GE0712  HISTORY     - 1984     MARK NOT FOUND   USGS
 GE0712
 GE0712                          STATION DESCRIPTION
 GE0712
 GE0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0712'AT TRASK.
 GE0712'AT TRASK, HOWELL COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 GE0712'13 FEET WEST OF THE FIRST POLE WEST OF POLE 303/30, 46 FEET
 GE0712'NORTH AND 38 FEET EAST OF THE CORNER OF SECTIONS 26, 27, 34 AND
 GE0712'35, T. 27 N., R. 8 W.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GE0712'DISK, STAMPED 1208 7 J 1934 AND SET IN THE TOP OF A CONCRETE
 GE0712'POST.
 GE0712
 GE0712                          STATION RECOVERY (1977)
 GE0712
 GE0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0712'THE DISK HAS BEEN CUT IN ABOUT HALF. IT IS 48 FEET NORTH OF THE NORTH
 GE0712'RAIL OF THE RAILROAD, 43.2 FEET EAST OF THE CENTERLINE OF COUNTY
 GE0712'ROUTE V, 13.6 FEET WEST OF THE FIRST POLE WEST OF 303-30 AND PROJECTS
 GE0712'3 INCHES.
 GE0712
 GE0712                          STATION RECOVERY (1984)
 GE0712
 GE0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 GE0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0548 ***********************************************************************
 HC0548  DESIGNATION -  7 J
 HC0548  PID         -  HC0548
 HC0548  STATE/COUNTY-  MO/SHANNON
 HC0548  USGS QUAD   -  POWDER MILL FERRY (1985)
 HC0548
 HC0548                         *CURRENT SURVEY CONTROL
 HC0548  ___________________________________________________________________
 HC0548* NAD 83(1986)-  37 08 58.     (N)    091 13 00.     (W)     SCALED    
 HC0548* NAVD 88     -       300.889  (meters)     987.17   (feet)  POSTED    
 HC0548  ___________________________________________________________________
 HC0548  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HC0548  DYNAMIC HT  -         300.650 (meters)     986.38  (feet)  COMP
 HC0548  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 HC0548
 HC0548  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HC0548
 HC0548.The horizontal coordinates were scaled from a topographic map and have
 HC0548.an estimated accuracy of +/- 6 seconds.
 HC0548
 HC0548.The orthometric height was determined by differential leveling
 HC0548.and adjusted by the National Geodetic Survey in 1992..
 HC0548.No vertical observational check was made to the station.
 HC0548.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HC0548.was located on a no-check spur therefore a value was not computed.
 HC0548
 HC0548.The geoid height was determined by GEOID03.
 HC0548
 HC0548.The dynamic height is computed by dividing the NAVD 88
 HC0548.geopotential number by the normal gravity value computed on the
 HC0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0548.degrees latitude (g = 980.6199 gals.).
 HC0548
 HC0548.The modeled gravity was interpolated from observed gravity values.
 HC0548
 HC0548;                    North         East    Units  Estimated Accuracy
 HC0548;SPC MO E     -   146,280.      186,340.      MT  (+/- 180 meters Scaled)
 HC0548
 HC0548                          SUPERSEDED SURVEY CONTROL
 HC0548
 HC0548.No superseded survey control is available for this station.
 HC0548
 HC0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB583129(NAD 83)
 HC0548_MARKER: DD = SURVEY DISK
 HC0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0548_SP_SET: STONE
 HC0548_STAMPING: 987 7 J 1933
 HC0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0548+STABILITY: SURFACE MOTION
 HC0548
 HC0548  HISTORY     - Date     Condition        Report By
 HC0548  HISTORY     - 1933     MONUMENTED       USGS
 HC0548  HISTORY     - 1964     MARK NOT FOUND   USGS
 HC0548
 HC0548                          STATION DESCRIPTION
 HC0548
 HC0548'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 HC0548'4 MI SW FROM POWDER MILL FORD.
 HC0548'4 MILES SOUTHWEST ALONG COUNTY ROAD C FROM POWDER MILL FORD,
 HC0548'SHANNON COUNTY, IN SEC 1/4 SEC. 25, T. 29 N1, R. 3 W., AT THE
 HC0548'INTERSECTION OF A ROAD LEADING NORTH, 36 FEET NORTHWEST OF THE
 HC0548'CENTER OF THE INTERSECTION, AND 10 FEET NORTH OF A MAIL BOX.  A
 HC0548'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 987 7 J 1933 AND
 HC0548'SET IN THE TOP OF A LIMESTONE POST.
 HC0548
 HC0548                          STATION RECOVERY (1964)
 HC0548
 HC0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HC0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0586 ***********************************************************************
 LD0586  DESIGNATION -  703 A
 LD0586  PID         -  LD0586
 LD0586  STATE/COUNTY-  MO/CLARK
 LD0586  USGS QUAD   -  MEDILL (1975)
 LD0586
 LD0586                         *CURRENT SURVEY CONTROL
 LD0586  ___________________________________________________________________
 LD0586* NAD 83(1986)-  40 26 19.     (N)    091 46 38.     (W)     SCALED    
 LD0586* NAVD 88     -       214.682  (meters)     704.34   (feet)  ADJUSTED  
 LD0586  ___________________________________________________________________
 LD0586  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0586  DYNAMIC HT  -         214.574 (meters)     703.98  (feet)  COMP
 LD0586  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 LD0586
 LD0586  VERT ORDER  -  SECOND    CLASS 0
 LD0586
 LD0586.The horizontal coordinates were scaled from a topographic map and have
 LD0586.an estimated accuracy of +/- 6 seconds.
 LD0586
 LD0586.The orthometric height was determined by differential leveling
 LD0586.and adjusted by the National Geodetic Survey in June 1991..
 LD0586
 LD0586.The geoid height was determined by GEOID03.
 LD0586
 LD0586.The dynamic height is computed by dividing the NAVD 88
 LD0586.geopotential number by the normal gravity value computed on the
 LD0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0586.degrees latitude (g = 980.6199 gals.).
 LD0586
 LD0586.The modeled gravity was interpolated from observed gravity values.
 LD0586
 LD0586;                    North         East    Units  Estimated Accuracy
 LD0586;SPC MO E     -   511,930.      141,640.      MT  (+/- 180 meters Scaled)
 LD0586
 LD0586                          SUPERSEDED SURVEY CONTROL
 LD0586
 LD0586  NGVD 29 (??/??/92)  214.703  (m)          704.40   (f) ADJ UNCH    2 0
 LD0586
 LD0586.Superseded values are not recommended for survey control.
 LD0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0586.See file dsdata.txt to determine how the superseded data were derived.
 LD0586
 LD0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE037771(NAD 83)
 LD0586_MARKER: DD = SURVEY DISK
 LD0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0586_SP_SET: FOUNDATION
 LD0586_STAMPING: 703 A
 LD0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0586
 LD0586  HISTORY     - Date     Condition        Report By
 LD0586  HISTORY     - UNK      MONUMENTED       USGS
 LD0586  HISTORY     - 1935     GOOD             NGS
 LD0586
 LD0586                          STATION DESCRIPTION
 LD0586
 LD0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0586'AT MEDILL.
 LD0586'AT MEDILL, CLARK COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0586'RAILROAD, 450 FEET NORTHWEST OF THE CROSSING OF THE ATCHISON,
 LD0586'TOPEKA AND SANTA FE RAILWAY, 11 FEET SOUTHWEST OF THE CENTERLINE
 LD0586'OF THE TRACK, AT A SEMAPHORE, IN THE TOP OF THE FOUNDATION, AND
 LD0586'ABOUT 6 INCHES LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 LD0586'SURVEY STANDARD DISK, STAMPED 703 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0275 ***********************************************************************
 KD0275  DESIGNATION -  703.45
 KD0275  PID         -  KD0275
 KD0275  STATE/COUNTY-  MO/MACON
 KD0275  USGS QUAD   -  NEW CAMBRIA EAST (1979)
 KD0275
 KD0275                         *CURRENT SURVEY CONTROL
 KD0275  ___________________________________________________________________
 KD0275* NAD 83(1986)-  39 46 37.     (N)    092 42 22.     (W)     SCALED    
 KD0275* NAVD 88     -       214.393  (meters)     703.39   (feet)  ADJUSTED  
 KD0275  ___________________________________________________________________
 KD0275  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KD0275  DYNAMIC HT  -         214.275 (meters)     703.00  (feet)  COMP
 KD0275  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 KD0275
 KD0275  VERT ORDER  -  SECOND    CLASS 0
 KD0275
 KD0275.The horizontal coordinates were scaled from a topographic map and have
 KD0275.an estimated accuracy of +/- 6 seconds.
 KD0275
 KD0275.The orthometric height was determined by differential leveling
 KD0275.and adjusted by the National Geodetic Survey in June 1991..
 KD0275
 KD0275.The geoid height was determined by GEOID03.
 KD0275
 KD0275.The dynamic height is computed by dividing the NAVD 88
 KD0275.geopotential number by the normal gravity value computed on the
 KD0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0275.degrees latitude (g = 980.6199 gals.).
 KD0275
 KD0275.The modeled gravity was interpolated from observed gravity values.
 KD0275
 KD0275;                    North         East    Units  Estimated Accuracy
 KD0275;SPC MO C     -   437,700.      482,340.      MT  (+/- 180 meters Scaled)
 KD0275
 KD0275                          SUPERSEDED SURVEY CONTROL
 KD0275
 KD0275  NGVD 29 (??/??/92)  214.379  (m)          703.34   (f) ADJ UNCH    2 0
 KD0275
 KD0275.Superseded values are not recommended for survey control.
 KD0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0275.See file dsdata.txt to determine how the superseded data were derived.
 KD0275
 KD0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE251030(NAD 83)
 KD0275_MARKER: Q = CHISELED SQUARE
 KD0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0275_SP_SET: BRIDGE
 KD0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0275
 KD0275  HISTORY     - Date     Condition        Report By
 KD0275  HISTORY     - UNK      MONUMENTED       USGS
 KD0275  HISTORY     - 1935     GOOD             NGS
 KD0275  HISTORY     - 1967     GOOD             NGS
 KD0275
 KD0275                          STATION DESCRIPTION
 KD0275
 KD0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0275'2.6 MI E FROM NEW CAMBRIA.
 KD0275'2.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0275'FROM THE STATION AT NEW CAMBRIA, MACON COUNTY, 0.5 MILE WEST
 KD0275'OF KERN, NEAR THE EAST QUARTER CORNER OF SECTION 5, T. 57 N.,
 KD0275'R. 16 W., IN THE EAST ABUTMENT OF BRIDGE 83.49 OVER THE
 KD0275'CHARLESTON RIVER, AND ON THE TOP OF THE NORTH END OF THE PARAPET
 KD0275'WALL.  A CHISELED SQUARE.
 KD0275
 KD0275                          STATION RECOVERY (1967)
 KD0275
 KD0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0840 ***********************************************************************
 KD0840  DESIGNATION -  709
 KD0840  PID         -  KD0840
 KD0840  STATE/COUNTY-  MO/LIVINGSTON
 KD0840  USGS QUAD   -  SAMPSEL (1984)
 KD0840
 KD0840                         *CURRENT SURVEY CONTROL
 KD0840  ___________________________________________________________________
 KD0840* NAD 83(1986)-  39 48 54.     (N)    093 42 31.     (W)     SCALED    
 KD0840* NAVD 88     -       215.948  (meters)     708.49   (feet)  ADJUSTED  
 KD0840  ___________________________________________________________________
 KD0840  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0840  DYNAMIC HT  -         215.823 (meters)     708.08  (feet)  COMP
 KD0840  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 KD0840
 KD0840  VERT ORDER  -  SECOND    CLASS 0
 KD0840
 KD0840.The horizontal coordinates were scaled from a topographic map and have
 KD0840.an estimated accuracy of +/- 6 seconds.
 KD0840
 KD0840.The orthometric height was determined by differential leveling
 KD0840.and adjusted by the National Geodetic Survey in June 1991..
 KD0840
 KD0840.The geoid height was determined by GEOID03.
 KD0840
 KD0840.The dynamic height is computed by dividing the NAVD 88
 KD0840.geopotential number by the normal gravity value computed on the
 KD0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0840.degrees latitude (g = 980.6199 gals.).
 KD0840
 KD0840.The modeled gravity was interpolated from observed gravity values.
 KD0840
 KD0840;                    North         East    Units  Estimated Accuracy
 KD0840;SPC MO C     -   442,610.      396,520.      MT  (+/- 180 meters Scaled)
 KD0840
 KD0840                          SUPERSEDED SURVEY CONTROL
 KD0840
 KD0840  NGVD 29 (??/??/92)  215.891  (m)          708.30   (f) ADJ UNCH    2 0
 KD0840
 KD0840.Superseded values are not recommended for survey control.
 KD0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0840.See file dsdata.txt to determine how the superseded data were derived.
 KD0840
 KD0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE393074(NAD 83)
 KD0840_MARKER: P = PIPE CAP
 KD0840_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0840_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0840_STAMPING: 1920 709 MO
 KD0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0840
 KD0840  HISTORY     - Date     Condition        Report By
 KD0840  HISTORY     - 1920     MONUMENTED       USGS
 KD0840  HISTORY     - 1935     GOOD             NGS
 KD0840
 KD0840                          STATION DESCRIPTION
 KD0840
 KD0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0840'AT SAMPSEL.
 KD0840'AT SAMPSEL, LIVINGSTON COUNTY, ON THE WABASH RAILROAD, 58 FEET
 KD0840'EAST OF THE EAST END OF THE STATION, 33 FEET SOUTH OF THE
 KD0840'CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 KD0840'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1920 709
 KD0840'MO AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0260 ***********************************************************************
 KD0260  DESIGNATION -  71 F
 KD0260  PID         -  KD0260
 KD0260  STATE/COUNTY-  MO/MACON
 KD0260  USGS QUAD   -  NEW CAMBRIA EAST (1979)
 KD0260
 KD0260                         *CURRENT SURVEY CONTROL
 KD0260  ___________________________________________________________________
 KD0260* NAD 83(1986)-  39 45 37.     (N)    092 37 34.     (W)     SCALED    
 KD0260* NAVD 88     -       249.513  (meters)     818.61   (feet)  ADJUSTED  
 KD0260  ___________________________________________________________________
 KD0260  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD0260  DYNAMIC HT  -         249.375 (meters)     818.16  (feet)  COMP
 KD0260  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KD0260
 KD0260  VERT ORDER  -  SECOND    CLASS 0
 KD0260
 KD0260.The horizontal coordinates were scaled from a topographic map and have
 KD0260.an estimated accuracy of +/- 6 seconds.
 KD0260
 KD0260.The orthometric height was determined by differential leveling
 KD0260.and adjusted by the National Geodetic Survey in June 1991..
 KD0260
 KD0260.The geoid height was determined by GEOID03.
 KD0260
 KD0260.The dynamic height is computed by dividing the NAVD 88
 KD0260.geopotential number by the normal gravity value computed on the
 KD0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0260.degrees latitude (g = 980.6199 gals.).
 KD0260
 KD0260.The modeled gravity was interpolated from observed gravity values.
 KD0260
 KD0260;                    North         East    Units  Estimated Accuracy
 KD0260;SPC MO C     -   435,840.      489,190.      MT  (+/- 180 meters Scaled)
 KD0260
 KD0260                          SUPERSEDED SURVEY CONTROL
 KD0260
 KD0260  NGVD 29 (??/??/92)  249.502  (m)          818.57   (f) ADJ UNCH    2 0
 KD0260
 KD0260.Superseded values are not recommended for survey control.
 KD0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0260.See file dsdata.txt to determine how the superseded data were derived.
 KD0260
 KD0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE320012(NAD 83)
 KD0260_MARKER: P = PIPE CAP
 KD0260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0260_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0260_STAMPING: PRIM TRAVE STA NO 17 F 1920 MO 1924
 KD0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0260
 KD0260  HISTORY     - Date     Condition        Report By
 KD0260  HISTORY     - 1924     MONUMENTED       USGS
 KD0260  HISTORY     - 1945     GOOD             NGS
 KD0260  HISTORY     - 1967     GOOD             NGS
 KD0260  HISTORY     - 20020924 POOR             MODNR
 KD0260
 KD0260                          STATION DESCRIPTION
 KD0260
 KD0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 KD0260'AT CALLAO.
 KD0260'156 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHICAGO,
 KD0260'BURLINGTON AND QUINCY RAILROAD STATION, IN THE SOUTHEAST CORNER
 KD0260'OF A PARK, 8 FEET SOUTHEAST OF A MAPLE TREE, 2 FEET WEST OF THE
 KD0260'WEST EDGE OF A SIDEWALK.  A BRONZE CAP ON THE TOP OF A 3 1/2
 KD0260'INCH IRON PIPE.
 KD0260
 KD0260                          STATION RECOVERY (1967)
 KD0260
 KD0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0260'RECOVERED IN GOOD CONDITION.
 KD0260
 KD0260                          STATION RECOVERY (2002)
 KD0260
 KD0260'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 KD0260'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0274 ***********************************************************************
 GF0274  DESIGNATION -  71 G
 GF0274  PID         -  GF0274
 GF0274  STATE/COUNTY-  MO/CHRISTIAN
 GF0274  USGS QUAD   -  GARRISON (1955)
 GF0274
 GF0274                         *CURRENT SURVEY CONTROL
 GF0274  ___________________________________________________________________
 GF0274* NAD 83(1986)-  36 52 00.     (N)    093 06 17.     (W)     SCALED    
 GF0274* NAVD 88     -       395.916  (meters)    1298.93   (feet)  ADJUSTED  
 GF0274  ___________________________________________________________________
 GF0274  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GF0274  DYNAMIC HT  -         395.585 (meters)    1297.85  (feet)  COMP
 GF0274  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 GF0274
 GF0274  VERT ORDER  -  SECOND    CLASS 0
 GF0274
 GF0274.The horizontal coordinates were scaled from a topographic map and have
 GF0274.an estimated accuracy of +/- 6 seconds.
 GF0274
 GF0274.The orthometric height was determined by differential leveling
 GF0274.and adjusted by the National Geodetic Survey in June 1991..
 GF0274
 GF0274.The geoid height was determined by GEOID03.
 GF0274
 GF0274.The dynamic height is computed by dividing the NAVD 88
 GF0274.geopotential number by the normal gravity value computed on the
 GF0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0274.degrees latitude (g = 980.6199 gals.).
 GF0274
 GF0274.The modeled gravity was interpolated from observed gravity values.
 GF0274
 GF0274;                    North         East    Units  Estimated Accuracy
 GF0274;SPC MO C     -   114,830.      446,080.      MT  (+/- 180 meters Scaled)
 GF0274
 GF0274                          SUPERSEDED SURVEY CONTROL
 GF0274
 GF0274  NGVD 29 (??/??/92)  395.783  (m)         1298.50   (f) ADJ UNCH    2 0
 GF0274
 GF0274.Superseded values are not recommended for survey control.
 GF0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0274.See file dsdata.txt to determine how the superseded data were derived.
 GF0274
 GF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA906800(NAD 83)
 GF0274_MARKER: DD = SURVEY DISK
 GF0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0274_STAMPING: 71 G 1931
 GF0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0274+STABILITY: SURFACE MOTION
 GF0274
 GF0274  HISTORY     - Date     Condition        Report By
 GF0274  HISTORY     - 1931     MONUMENTED       USGS
 GF0274
 GF0274                          STATION DESCRIPTION
 GF0274
 GF0274'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 GF0274'6.1 MI S FROM CHADWICK.
 GF0274'6.1 MILES SOUTH ALONG THE PINE RIDGE ROAD FROM THE CONSOLIDATED
 GF0274'SCHOOL AT CHADWICK, CHRISTIAN COUNTY, AT OAKWOOD SCHOOL, DISTRICT
 GF0274'74, 33.3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE,
 GF0274'AND 18 FEET EAST OF AN OAK TREE MARKED U.S.B.M.  A UNITED STATES
 GF0274'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 71 G 1931 AND SET IN
 GF0274'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1318 ***********************************************************************
 JD1318  DESIGNATION -  712.993
 JD1318  PID         -  JD1318
 JD1318  STATE/COUNTY-  MO/BENTON
 JD1318  USGS QUAD   -  WARSAW WEST (1982)
 JD1318
 JD1318                         *CURRENT SURVEY CONTROL
 JD1318  ___________________________________________________________________
 JD1318* NAD 83(1986)-  38 14 32.     (N)    093 22 44.     (W)     SCALED    
 JD1318* NAVD 88     -       217.561  (meters)     713.78   (feet)  ADJUSTED  
 JD1318  ___________________________________________________________________
 JD1318  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JD1318  DYNAMIC HT  -         217.408 (meters)     713.28  (feet)  COMP
 JD1318  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 JD1318
 JD1318  VERT ORDER  -  SECOND    CLASS 0
 JD1318
 JD1318.The horizontal coordinates were scaled from a topographic map and have
 JD1318.an estimated accuracy of +/- 6 seconds.
 JD1318
 JD1318.The orthometric height was determined by differential leveling
 JD1318.and adjusted by the National Geodetic Survey in June 1991..
 JD1318
 JD1318.The geoid height was determined by GEOID03.
 JD1318
 JD1318.The dynamic height is computed by dividing the NAVD 88
 JD1318.geopotential number by the normal gravity value computed on the
 JD1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1318.degrees latitude (g = 980.6199 gals.).
 JD1318
 JD1318.The modeled gravity was interpolated from observed gravity values.
 JD1318
 JD1318;                    North         East    Units  Estimated Accuracy
 JD1318;SPC MO C     -   267,680.      423,060.      MT  (+/- 180 meters Scaled)
 JD1318
 JD1318                          SUPERSEDED SURVEY CONTROL
 JD1318
 JD1318  NGVD 29 (??/??/92)  217.441  (m)          713.39   (f) ADJ UNCH    2 0
 JD1318
 JD1318.Superseded values are not recommended for survey control.
 JD1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1318.See file dsdata.txt to determine how the superseded data were derived.
 JD1318
 JD1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC668327(NAD 83)
 JD1318_MARKER: Z = SEE DESCRIPTION
 JD1318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1318_SP_SET: WALL
 JD1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1318
 JD1318  HISTORY     - Date     Condition        Report By
 JD1318  HISTORY     - UNK      MONUMENTED       USGS
 JD1318  HISTORY     - 1963     GOOD             NGS
 JD1318
 JD1318                          STATION DESCRIPTION
 JD1318
 JD1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1318'AT WARSAW.
 JD1318'AT WARSAW IT IS A BRASS ROD WITH THE LETTERS U.S. EMBEDED IN THE
 JD1318'CONCRETE ON EACH SIDE OF THE MARK.  AN EXTENSION HAS BEEN BUILT
 JD1318'ON TO THE SOUTHEAST END OF THE COURTHOUSE.  THE MARK IS AT THE
 JD1318'OFFSET OF THE SOUTHWEST WALL OF THE COURTHOUSE, IN THE SOUTH
 JD1318'CORNER OF THE OLD SECTION OF THE COURTHOUSE, IN THE SOUTHEAST WALL,
 JD1318'AND 2.8 FEET ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0183 ***********************************************************************
 LF0183  DESIGNATION -  714
 LF0183  PID         -  LF0183
 LF0183  STATE/COUNTY-  MO/NODAWAY
 LF0183  USGS QUAD   -  HOPKINS (1980)
 LF0183
 LF0183                         *CURRENT SURVEY CONTROL
 LF0183  ___________________________________________________________________
 LF0183* NAD 83(1986)-  40 32 59.     (N)    094 49 10.     (W)     SCALED    
 LF0183* NAVD 88     -       319.596  (meters)    1048.54   (feet)  ADJUSTED  
 LF0183  ___________________________________________________________________
 LF0183  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 LF0183  DYNAMIC HT  -         319.426 (meters)    1047.98  (feet)  COMP
 LF0183  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 LF0183
 LF0183  VERT ORDER  -  SECOND    CLASS 0
 LF0183
 LF0183.The horizontal coordinates were scaled from a topographic map and have
 LF0183.an estimated accuracy of +/- 6 seconds.
 LF0183
 LF0183.The orthometric height was determined by differential leveling
 LF0183.and adjusted by the National Geodetic Survey in June 1991..
 LF0183
 LF0183.The geoid height was determined by GEOID03.
 LF0183
 LF0183.The dynamic height is computed by dividing the NAVD 88
 LF0183.geopotential number by the normal gravity value computed on the
 LF0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0183.degrees latitude (g = 980.6199 gals.).
 LF0183
 LF0183.The modeled gravity was interpolated from observed gravity values.
 LF0183
 LF0183;                    North         East    Units  Estimated Accuracy
 LF0183;SPC MO W     -   486,550.      822,940.      MT  (+/- 180 meters Scaled)
 LF0183
 LF0183                          SUPERSEDED SURVEY CONTROL
 LF0183
 LF0183  NGVD 29 (??/??/92)  319.497  (m)         1048.22   (f) ADJ UNCH    2 0
 LF0183
 LF0183.Superseded values are not recommended for survey control.
 LF0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0183.See file dsdata.txt to determine how the superseded data were derived.
 LF0183
 LF0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE459903(NAD 83)
 LF0183_MARKER: DB = BENCH MARK DISK
 LF0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0183_STAMPING: 714 1934
 LF0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0183+STABILITY: SURFACE MOTION
 LF0183
 LF0183  HISTORY     - Date     Condition        Report By
 LF0183  HISTORY     - 1934     MONUMENTED       MOGS
 LF0183  HISTORY     - 1960     GOOD             NGS
 LF0183
 LF0183                          STATION DESCRIPTION
 LF0183
 LF0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0183'AT HOPKINS.
 LF0183'AT HOPKINS, NODAWAY COUNTY, 248 FEET SOUTH-SOUTHWEST OF SIGNAL IN
 LF0183'FRONT OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD DEPOT,
 LF0183'116 FEET SOUTH-SOUTHWEST OF A CONCRETE RAILROAD CROSSING SIGN,
 LF0183'70 FEET EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 27, 69
 LF0183'FEET NORTHWEST OF THE NORTHWEST CORNER OF SIDE CAR SHED, 55 FEET
 LF0183'SOUTH OF THE CENTER OF THE MAIN EAST-WEST STREET, 18 FEET
 LF0183'WEST OF THE WEST RAIL OF MAIN TRACK, AND 18 FEET
 LF0183'SOUTH-SOUTHWEST OF A STEEL RAILROAD W SIGN.  A STATE SURVEY
 LF0183'STANDARD DISK, STAMPED 714 1934 AND SET IN THE TOP OF A
 LF0183'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0626 ***********************************************************************
 JC0626  DESIGNATION -  72 BOLT
 JC0626  PID         -  JC0626
 JC0626  STATE/COUNTY-  MO/GASCONADE
 JC0626  USGS QUAD   -  HERMANN (1985)
 JC0626
 JC0626                         *CURRENT SURVEY CONTROL
 JC0626  ___________________________________________________________________
 JC0626* NAD 83(1986)-  38 42 27.     (N)    091 26 08.     (W)     SCALED    
 JC0626* NAVD 88     -       157.531  (meters)     516.83   (feet)  ADJUSTED  
 JC0626  ___________________________________________________________________
 JC0626  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JC0626  DYNAMIC HT  -         157.428 (meters)     516.50  (feet)  COMP
 JC0626  MODELED GRAV-     979,969.2   (mgal)                       NAVD 88
 JC0626
 JC0626  VERT ORDER  -  FIRST     CLASS II
 JC0626
 JC0626.The horizontal coordinates were scaled from a topographic map and have
 JC0626.an estimated accuracy of +/- 6 seconds.
 JC0626
 JC0626.The orthometric height was determined by differential leveling
 JC0626.and adjusted by the National Geodetic Survey in June 1991..
 JC0626.WARNING-Repeat measurements at this control monument indicate possible
 JC0626.vertical movement.
 JC0626
 JC0626.The geoid height was determined by GEOID03.
 JC0626
 JC0626.The dynamic height is computed by dividing the NAVD 88
 JC0626.geopotential number by the normal gravity value computed on the
 JC0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0626.degrees latitude (g = 980.6199 gals.).
 JC0626
 JC0626.The modeled gravity was interpolated from observed gravity values.
 JC0626
 JC0626;                    North         East    Units  Estimated Accuracy
 JC0626;SPC MO E     -   319,380.      168,630.      MT  (+/- 180 meters Scaled)
 JC0626
 JC0626                          SUPERSEDED SURVEY CONTROL
 JC0626
 JC0626  NGVD 29 (??/??/92)  157.563  (m)          516.94   (f) ADJ UNCH    1 2
 JC0626
 JC0626.Superseded values are not recommended for survey control.
 JC0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0626.See file dsdata.txt to determine how the superseded data were derived.
 JC0626
 JC0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC360854(NAD 83)
 JC0626_MARKER: B = BOLT
 JC0626_SETTING: 66 = SET IN ROCK OUTCROP
 JC0626_SP_SET: ROCK CUT
 JC0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0626+STABILITY: POSITION/ELEVATION WELL
 JC0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0626+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2001
 JC0626
 JC0626  HISTORY     - Date     Condition        Report By
 JC0626  HISTORY     - UNK      MONUMENTED       MORC
 JC0626  HISTORY     - 1946     GOOD             NGS
 JC0626  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0626  HISTORY     - 20010320 GOOD             MODNR
 JC0626
 JC0626                          STATION DESCRIPTION
 JC0626
 JC0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0626'AT HERMANN.
 JC0626'AT HERMANN, ON THE MISSOURI PACIFIC RAILROAD, ABOUT 0.2 MILE WEST
 JC0626'OF THE STATION, 72.0 FEET SOUTHEAST OF AND ACROSS THE TRACKS
 JC0626'FROM MILE POST 81-10, 25.0 FEET SOUTHWEST OF THE SOUTHWEST
 JC0626'CORNER OF A BRICK BUILDING, 13.5 FEET SOUTH OF AND ABOUT LEVEL
 JC0626'WITH THE CENTER LINE OF THE SOUTH TRACK, AT THE EAST END OF A
 JC0626'ROCK CUT, 6.7 FEET WEST OF A ONE AND ONE HALF INCH HOLE IN AN
 JC0626'ADJOINING CONCRETE WALL AND ABOUT 1.5 FEET ABOVE GROUND.  A
 JC0626'HORIZONTAL GROOVE ON THE END OF A COPPER BOLT SET VERTICALLY
 JC0626'IN A ROCK BLUFF.
 JC0626
 JC0626                          STATION RECOVERY (1986)
 JC0626
 JC0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0626'MARK NOT FOUND.
 JC0626
 JC0626                          STATION RECOVERY (2001)
 JC0626
 JC0626'RECOVERY NOTE BY MO DEPT OF NAT RES 2001 (BDC)
 JC0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0566 ***********************************************************************
 LD0566  DESIGNATION -  724 A
 LD0566  PID         -  LD0566
 LD0566  STATE/COUNTY-  MO/LEWIS
 LD0566  USGS QUAD   -  LEWISTOWN (1975)
 LD0566
 LD0566                         *CURRENT SURVEY CONTROL
 LD0566  ___________________________________________________________________
 LD0566* NAD 83(1986)-  40 05 11.     (N)    091 48 49.     (W)     SCALED    
 LD0566* NAVD 88     -       220.849  (meters)     724.57   (feet)  ADJUSTED  
 LD0566  ___________________________________________________________________
 LD0566  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LD0566  DYNAMIC HT  -         220.735 (meters)     724.19  (feet)  COMP
 LD0566  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 LD0566
 LD0566  VERT ORDER  -  FIRST     CLASS II
 LD0566
 LD0566.The horizontal coordinates were scaled from a topographic map and have
 LD0566.an estimated accuracy of +/- 6 seconds.
 LD0566
 LD0566.The orthometric height was determined by differential leveling
 LD0566.and adjusted by the National Geodetic Survey in June 1991..
 LD0566
 LD0566.The geoid height was determined by GEOID03.
 LD0566
 LD0566.The dynamic height is computed by dividing the NAVD 88
 LD0566.geopotential number by the normal gravity value computed on the
 LD0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0566.degrees latitude (g = 980.6199 gals.).
 LD0566
 LD0566.The modeled gravity was interpolated from observed gravity values.
 LD0566
 LD0566;                    North         East    Units  Estimated Accuracy
 LD0566;SPC MO E     -   472,870.      137,970.      MT  (+/- 180 meters Scaled)
 LD0566
 LD0566                          SUPERSEDED SURVEY CONTROL
 LD0566
 LD0566  NGVD 29 (??/??/92)  220.904  (m)          724.75   (f) ADJ UNCH    1 2
 LD0566
 LD0566.Superseded values are not recommended for survey control.
 LD0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0566.See file dsdata.txt to determine how the superseded data were derived.
 LD0566
 LD0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE011380(NAD 83)
 LD0566_MARKER: DD = SURVEY DISK
 LD0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0566_SP_SET: BUILDING
 LD0566_STAMPING: 724 A
 LD0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0566
 LD0566  HISTORY     - Date     Condition        Report By
 LD0566  HISTORY     - UNK      MONUMENTED       USGS
 LD0566  HISTORY     - 1935     GOOD             NGS
 LD0566
 LD0566                          STATION DESCRIPTION
 LD0566
 LD0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0566'AT LEWISTOWN.
 LD0566'AT LEWISTOWN, LEWIS COUNTY, AT THE POST OFFICE, IN THE WEST STONE
 LD0566'WALL, 10 FEET SOUTH OF THE NORTHWEST ENTRANCE, AND 1.5 FEET ABOVE
 LD0566'THE LEVEL OF THE WALK.  A UNITED STATES GEOLOGICAL SURVEY
 LD0566'STANDARD DISK, STAMPED 724 A AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0629 ***********************************************************************
 JC0629  DESIGNATION -  73 CAP
 JC0629  PID         -  JC0629
 JC0629  STATE/COUNTY-  MO/GASCONADE
 JC0629  USGS QUAD   -  HERMANN (1985)
 JC0629
 JC0629                         *CURRENT SURVEY CONTROL
 JC0629  ___________________________________________________________________
 JC0629* NAD 83(1986)-  38 42 11.     (N)    091 27 35.     (W)     SCALED    
 JC0629* NAVD 88     -       160.540  (meters)     526.71   (feet)  ADJUSTED  
 JC0629  ___________________________________________________________________
 JC0629  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JC0629  DYNAMIC HT  -         160.434 (meters)     526.36  (feet)  COMP
 JC0629  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 JC0629
 JC0629  VERT ORDER  -  FIRST     CLASS II
 JC0629
 JC0629.The horizontal coordinates were scaled from a topographic map and have
 JC0629.an estimated accuracy of +/- 6 seconds.
 JC0629
 JC0629.The orthometric height was determined by differential leveling
 JC0629.and adjusted by the National Geodetic Survey in June 1991..
 JC0629.WARNING-Repeat measurements at this control monument indicate possible
 JC0629.vertical movement.
 JC0629
 JC0629.The geoid height was determined by GEOID03.
 JC0629
 JC0629.The dynamic height is computed by dividing the NAVD 88
 JC0629.geopotential number by the normal gravity value computed on the
 JC0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0629.degrees latitude (g = 980.6199 gals.).
 JC0629
 JC0629.The modeled gravity was interpolated from observed gravity values.
 JC0629
 JC0629;                    North         East    Units  Estimated Accuracy
 JC0629;SPC MO E     -   318,910.      166,520.      MT  (+/- 180 meters Scaled)
 JC0629
 JC0629                          SUPERSEDED SURVEY CONTROL
 JC0629
 JC0629  NGVD 29 (??/??/92)  160.570  (m)          526.80   (f) ADJ UNCH    1 2
 JC0629
 JC0629.Superseded values are not recommended for survey control.
 JC0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0629.See file dsdata.txt to determine how the superseded data were derived.
 JC0629
 JC0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC339849(NAD 83)
 JC0629_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JC0629_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0629_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0629
 JC0629  HISTORY     - Date     Condition        Report By
 JC0629  HISTORY     - UNK      MONUMENTED       MORC
 JC0629  HISTORY     - 1946     GOOD             NGS
 JC0629  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0629
 JC0629                          STATION DESCRIPTION
 JC0629
 JC0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0629'1.6 MI W FROM HERMANN.
 JC0629'ABOUT 1.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0629'STATION AT HERMANN, ACROSS THE TRACKS FROM THE THIRD POLE WEST
 JC0629'OF MILE POST 82-20, ABOUT 60 YARDS SOUTH OF CENTER LINE OF THE
 JC0629'SOUTH TRACK, 7.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 JC0629'TWO STORY CONCRETE BLOCK HOUSE AND 12.0 FEET WEST OF A WOVEN
 JC0629'WIRE FENCE.  A COPPER BOLT LEADED IN THE TOP OF A STONE AND SET
 JC0629'ABOUT 3.0 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 JC0629'IRON PIPE PROJECTING ABOUT 10 INCHES ABOVE GROUND AND BEARING
 JC0629'A MISSOURI RIVER COMMISSION IRON CAP.
 JC0629
 JC0629                          STATION RECOVERY (1986)
 JC0629
 JC0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0289 ***********************************************************************
 GF0289  DESIGNATION -  73 G
 GF0289  PID         -  GF0289
 GF0289  STATE/COUNTY-  MO/TANEY
 GF0289  USGS QUAD   -  FORSYTH (1989)
 GF0289
 GF0289                         *CURRENT SURVEY CONTROL
 GF0289  ___________________________________________________________________
 GF0289* NAD 83(1986)-  36 41 32.     (N)    093 07 11.     (W)     SCALED    
 GF0289* NAVD 88     -       288.665  (meters)     947.06   (feet)  ADJUSTED  
 GF0289  ___________________________________________________________________
 GF0289  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GF0289  DYNAMIC HT  -         288.424 (meters)     946.27  (feet)  COMP
 GF0289  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 GF0289
 GF0289  VERT ORDER  -  SECOND    CLASS 0
 GF0289
 GF0289.The horizontal coordinates were scaled from a topographic map and have
 GF0289.an estimated accuracy of +/- 6 seconds.
 GF0289
 GF0289.The orthometric height was determined by differential leveling
 GF0289.and adjusted by the National Geodetic Survey in June 1991..
 GF0289
 GF0289.The geoid height was determined by GEOID03.
 GF0289
 GF0289.The dynamic height is computed by dividing the NAVD 88
 GF0289.geopotential number by the normal gravity value computed on the
 GF0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0289.degrees latitude (g = 980.6199 gals.).
 GF0289
 GF0289.The modeled gravity was interpolated from observed gravity values.
 GF0289
 GF0289;                    North         East    Units  Estimated Accuracy
 GF0289;SPC MO C     -    95,480.      444,620.      MT  (+/- 180 meters Scaled)
 GF0289
 GF0289                          SUPERSEDED SURVEY CONTROL
 GF0289
 GF0289  NGVD 29 (??/??/92)  288.535  (m)          946.64   (f) ADJ UNCH    2 0
 GF0289
 GF0289.Superseded values are not recommended for survey control.
 GF0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0289.See file dsdata.txt to determine how the superseded data were derived.
 GF0289
 GF0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA893607(NAD 83)
 GF0289_MARKER: DD = SURVEY DISK
 GF0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0289_STAMPING: 73 G 1931
 GF0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0289+STABILITY: SURFACE MOTION
 GF0289
 GF0289  HISTORY     - Date     Condition        Report By
 GF0289  HISTORY     - 1931     MONUMENTED       USGS
 GF0289
 GF0289                          STATION DESCRIPTION
 GF0289
 GF0289'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 GF0289'1.7 MI NW FROM FORSYTH.
 GF0289'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 76 FROM THE COUNTY
 GF0289'COURTHOUSE AT FORSYTH, TANEY COUNTY, 30.2 FEET EAST OF THE CENTER
 GF0289'OF THE JUNCTION WITH SHADOW ROCK DRIVE, AT THE NORTHWEST CORNER OF
 GF0289'THE PUBLIC GOLF COURSE ON THE SHEPHERD OF THE HILLS ESTATES,
 GF0289'23.3 FEET WEST OF A WATER TANK, 5.8 FEET WEST OF A POWERLINE
 GF0289'POLE MARKED U.S.B.M. 945.7 AND 2.2 FEET EAST OF THE PROPERTY
 GF0289'LINE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GF0289'STAMPED 73 G 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0320 ***********************************************************************
 KD0320  DESIGNATION -  731
 KD0320  PID         -  KD0320
 KD0320  STATE/COUNTY-  MO/LINN
 KD0320  USGS QUAD   -  BROOKFIELD (1984)
 KD0320
 KD0320                         *CURRENT SURVEY CONTROL
 KD0320  ___________________________________________________________________
 KD0320* NAD 83(1986)-  39 47 11.     (N)    093 03 09.     (W)     SCALED    
 KD0320* NAVD 88     -       222.843  (meters)     731.11   (feet)  ADJUSTED  
 KD0320  ___________________________________________________________________
 KD0320  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KD0320  DYNAMIC HT  -         222.719 (meters)     730.70  (feet)  COMP
 KD0320  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 KD0320
 KD0320  VERT ORDER  -  SECOND    CLASS 0
 KD0320
 KD0320.The horizontal coordinates were scaled from a topographic map and have
 KD0320.an estimated accuracy of +/- 6 seconds.
 KD0320
 KD0320.The orthometric height was determined by differential leveling
 KD0320.and adjusted by the National Geodetic Survey in June 1991..
 KD0320
 KD0320.The geoid height was determined by GEOID03.
 KD0320
 KD0320.The dynamic height is computed by dividing the NAVD 88
 KD0320.geopotential number by the normal gravity value computed on the
 KD0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0320.degrees latitude (g = 980.6199 gals.).
 KD0320
 KD0320.The modeled gravity was interpolated from observed gravity values.
 KD0320
 KD0320;                    North         East    Units  Estimated Accuracy
 KD0320;SPC MO C     -   438,880.      452,680.      MT  (+/- 180 meters Scaled)
 KD0320
 KD0320                          SUPERSEDED SURVEY CONTROL
 KD0320
 KD0320  NGVD 29 (??/??/92)  222.814  (m)          731.02   (f) ADJ UNCH    2 0
 KD0320
 KD0320.Superseded values are not recommended for survey control.
 KD0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0320.See file dsdata.txt to determine how the superseded data were derived.
 KD0320
 KD0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE955040(NAD 83)
 KD0320_MARKER: Q = CHISELED SQUARE
 KD0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0320_SP_SET: BRIDGE ABUTMENT
 KD0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0320
 KD0320  HISTORY     - Date     Condition        Report By
 KD0320  HISTORY     - UNK      MONUMENTED       USGS
 KD0320  HISTORY     - 1935     GOOD             NGS
 KD0320  HISTORY     - 1967     GOOD             NGS
 KD0320
 KD0320                          STATION DESCRIPTION
 KD0320
 KD0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0320'1.2 MI E FROM BROOKFIELD.
 KD0320'1.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0320'FROM THE STATION AT BROOKFIELD, LINN COUNTY, IN THE CENTER OF
 KD0320'SECTION 5, T. 57 N., R. 19 W., IN THE EAST CONCRETE ABUTMENT
 KD0320'OF BRIDGE 102.99, AND IN THE TOP OF THE NORTH END OF THE PARAPET
 KD0320'WALL.  A CHISELED SQUARE.
 KD0320
 KD0320                          STATION RECOVERY (1967)
 KD0320
 KD0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0681 ***********************************************************************
 LD0681  DESIGNATION -  735=5 RRBM
 LD0681  PID         -  LD0681
 LD0681  STATE/COUNTY-  MO/SCOTLAND
 LD0681  USGS QUAD   -  COLONY (1975)
 LD0681
 LD0681                         *CURRENT SURVEY CONTROL
 LD0681  ___________________________________________________________________
 LD0681* NAD 83(1986)-  40 22 25.     (N)    091 58 56.     (W)     SCALED    
 LD0681* NAVD 88     -       224.290  (meters)     735.86   (feet)  ADJUSTED  
 LD0681  ___________________________________________________________________
 LD0681  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LD0681  DYNAMIC HT  -         224.174 (meters)     735.48  (feet)  COMP
 LD0681  MODELED GRAV-     980,102.9   (mgal)                       NAVD 88
 LD0681
 LD0681  VERT ORDER  -  SECOND    CLASS 0
 LD0681
 LD0681.The horizontal coordinates were scaled from a topographic map and have
 LD0681.an estimated accuracy of +/- 6 seconds.
 LD0681
 LD0681.The orthometric height was determined by differential leveling
 LD0681.and adjusted by the National Geodetic Survey in June 1991..
 LD0681
 LD0681.The geoid height was determined by GEOID03.
 LD0681
 LD0681.The dynamic height is computed by dividing the NAVD 88
 LD0681.geopotential number by the normal gravity value computed on the
 LD0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0681.degrees latitude (g = 980.6199 gals.).
 LD0681
 LD0681.The modeled gravity was interpolated from observed gravity values.
 LD0681
 LD0681;                    North         East    Units  Estimated Accuracy
 LD0681;SPC MO C     -   504,060.      543,970.      MT  (+/- 180 meters Scaled)
 LD0681
 LD0681                          SUPERSEDED SURVEY CONTROL
 LD0681
 LD0681  NGVD 29 (??/??/92)  224.31   (m)          735.9    (f) COMPUTED    2 0
 LD0681
 LD0681.Superseded values are not recommended for survey control.
 LD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0681.See file dsdata.txt to determine how the superseded data were derived.
 LD0681
 LD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE864697(NAD 83)
 LD0681_MARKER: B = BOLT
 LD0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0681+STABILITY: SURFACE MOTION
 LD0681
 LD0681  HISTORY     - Date     Condition        Report By
 LD0681  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0681  HISTORY     - 1935     GOOD             NGS
 LD0681  HISTORY     - 1967     MARK NOT FOUND   NGS
 LD0681
 LD0681                          STATION DESCRIPTION
 LD0681
 LD0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0681'2.5 MI NE FROM GORIN.
 LD0681'2.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0681'RAILWAY FROM THE STATION AT GORIN, SCOTLAND COUNTY, 25-1/2
 LD0681'POLES NORTHEAST OF MILEPOST 276, AT A ROAD CROSSING SOUTHWEST OF
 LD0681'BRIDGE 275 A, 74 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 LD0681'64 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 LD0681'SOUTHEAST OF THE RIGHT OF WAY FENCE, AND 4 FEET HIGHER THAN
 LD0681'THE TRACK.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
 LD0681
 LD0681                          STATION RECOVERY (1967)
 LD0681
 LD0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LD0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0424 ***********************************************************************
 HC0424  DESIGNATION -  736.6
 HC0424  PID         -  HC0424
 HC0424  STATE/COUNTY-  MO/CRAWFORD
 HC0424  USGS QUAD   -  STEELVILLE (1985)
 HC0424
 HC0424                         *CURRENT SURVEY CONTROL
 HC0424  ___________________________________________________________________
 HC0424* NAD 83(1986)-  37 58 21.     (N)    091 20 17.     (W)     SCALED    
 HC0424* NAVD 88     -       224.494  (meters)     736.53   (feet)  ADJUSTED  
 HC0424  ___________________________________________________________________
 HC0424  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HC0424  DYNAMIC HT  -         224.332 (meters)     736.00  (feet)  COMP
 HC0424  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 HC0424
 HC0424  VERT ORDER  -  SECOND    CLASS 0
 HC0424
 HC0424.The horizontal coordinates were scaled from a topographic map and have
 HC0424.an estimated accuracy of +/- 6 seconds.
 HC0424
 HC0424.The orthometric height was determined by differential leveling
 HC0424.and adjusted by the National Geodetic Survey in June 1991..
 HC0424
 HC0424.The geoid height was determined by GEOID03.
 HC0424
 HC0424.The dynamic height is computed by dividing the NAVD 88
 HC0424.geopotential number by the normal gravity value computed on the
 HC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0424.degrees latitude (g = 980.6199 gals.).
 HC0424
 HC0424.The modeled gravity was interpolated from observed gravity values.
 HC0424
 HC0424;                    North         East    Units  Estimated Accuracy
 HC0424;SPC MO E     -   237,710.      176,370.      MT  (+/- 180 meters Scaled)
 HC0424
 HC0424                          SUPERSEDED SURVEY CONTROL
 HC0424
 HC0424  NGVD 29 (??/??/92)  224.488  (m)          736.51   (f) ADJ UNCH    2 0
 HC0424
 HC0424.Superseded values are not recommended for survey control.
 HC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0424.See file dsdata.txt to determine how the superseded data were derived.
 HC0424
 HC0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC459040(NAD 83)
 HC0424_MARKER: Q = CHISELED SQUARE
 HC0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0424_SP_SET: BRIDGE
 HC0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0424
 HC0424  HISTORY     - Date     Condition        Report By
 HC0424  HISTORY     - UNK      MONUMENTED       USGS
 HC0424  HISTORY     - 1940     GOOD             NGS
 HC0424
 HC0424                          STATION DESCRIPTION
 HC0424
 HC0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HC0424'0.9 MI E FROM STEELVILLE.
 HC0424'0.9 MILE EAST ALONG STATE HIGHWAY 8 FROM STEELVILLE, CRAWFORD
 HC0424'COUNTY, AT BRIDGE NO. 490 OVER WITTENBERG CREEK, ON THE TOP OF
 HC0424'THE SOUTH END OF THE WEST ABUTMENT, AND 12.2 FEET SOUTH OF THE
 HC0424'CENTERLINE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0568 ***********************************************************************
 LD0568  DESIGNATION -  737 A
 LD0568  PID         -  LD0568
 LD0568  STATE/COUNTY-  MO/LEWIS
 LD0568  USGS QUAD   -  LA BELLE (1975)
 LD0568
 LD0568                         *CURRENT SURVEY CONTROL
 LD0568  ___________________________________________________________________
 LD0568* NAD 83(1986)-  40 06 55.     (N)    091 54 47.     (W)     SCALED    
 LD0568* NAVD 88     -       224.854  (meters)     737.71   (feet)  ADJUSTED  
 LD0568  ___________________________________________________________________
 LD0568  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LD0568  DYNAMIC HT  -         224.738 (meters)     737.33  (feet)  COMP
 LD0568  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 LD0568
 LD0568  VERT ORDER  -  FIRST     CLASS II
 LD0568
 LD0568.The horizontal coordinates were scaled from a topographic map and have
 LD0568.an estimated accuracy of +/- 6 seconds.
 LD0568
 LD0568.The orthometric height was determined by differential leveling
 LD0568.and adjusted by the National Geodetic Survey in June 1991..
 LD0568
 LD0568.The geoid height was determined by GEOID03.
 LD0568
 LD0568.The dynamic height is computed by dividing the NAVD 88
 LD0568.geopotential number by the normal gravity value computed on the
 LD0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0568.degrees latitude (g = 980.6199 gals.).
 LD0568
 LD0568.The modeled gravity was interpolated from observed gravity values.
 LD0568
 LD0568;                    North         East    Units  Estimated Accuracy
 LD0568;SPC MO E     -   476,210.      129,540.      MT  (+/- 180 meters Scaled)
 LD0568
 LD0568                          SUPERSEDED SURVEY CONTROL
 LD0568
 LD0568  NGVD 29 (??/??/92)  224.905  (m)          737.88   (f) ADJ UNCH    1 2
 LD0568
 LD0568.Superseded values are not recommended for survey control.
 LD0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0568.See file dsdata.txt to determine how the superseded data were derived.
 LD0568
 LD0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE926411(NAD 83)
 LD0568_MARKER: DB = BENCH MARK DISK
 LD0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0568_SP_SET: BUILDING
 LD0568_STAMPING: 737 A
 LD0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0568
 LD0568  HISTORY     - Date     Condition        Report By
 LD0568  HISTORY     - UNK      MONUMENTED       CGS
 LD0568  HISTORY     - 1935     GOOD             NGS
 LD0568
 LD0568                          STATION DESCRIPTION
 LD0568
 LD0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0568'AT LA BELLE.
 LD0568'AT LA BELLE, LEWIS COUNTY, AT THE HOME SAVINGS BANK, IN THE WEST
 LD0568'STONE WALL OF THE BUILDING, 20 FEET SOUTH OF THE FRONT ENTRANCE,
 LD0568'AND 18 INCHES ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 LD0568'SURVEY STANDARD DISK, STAMPED 737 A AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0485 ***********************************************************************
 KC0485  DESIGNATION -  739.81
 KC0485  PID         -  KC0485
 KC0485  STATE/COUNTY-  MO/AUDRAIN
 KC0485  USGS QUAD   -  MEXICO EAST (1984)
 KC0485
 KC0485                         *CURRENT SURVEY CONTROL
 KC0485  ___________________________________________________________________
 KC0485* NAD 83(1986)-  39 11 38.     (N)    091 52 16.     (W)     SCALED    
 KC0485* NAVD 88     -       225.681  (meters)     740.42   (feet)  ADJUSTED  
 KC0485  ___________________________________________________________________
 KC0485  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KC0485  DYNAMIC HT  -         225.542 (meters)     739.97  (feet)  COMP
 KC0485  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 KC0485
 KC0485  VERT ORDER  -  SECOND    CLASS 0
 KC0485
 KC0485.The horizontal coordinates were scaled from a topographic map and have
 KC0485.an estimated accuracy of +/- 6 seconds.
 KC0485
 KC0485.The orthometric height was determined by differential leveling
 KC0485.and adjusted by the National Geodetic Survey in June 1991..
 KC0485
 KC0485.The geoid height was determined by GEOID03.
 KC0485
 KC0485.The dynamic height is computed by dividing the NAVD 88
 KC0485.geopotential number by the normal gravity value computed on the
 KC0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0485.degrees latitude (g = 980.6199 gals.).
 KC0485
 KC0485.The modeled gravity was interpolated from observed gravity values.
 KC0485
 KC0485;                    North         East    Units  Estimated Accuracy
 KC0485;SPC MO C     -   373,140.      554,330.      MT  (+/- 180 meters Scaled)
 KC0485
 KC0485                          SUPERSEDED SURVEY CONTROL
 KC0485
 KC0485  NGVD 29 (??/??/92)  225.681  (m)          740.42   (f) ADJ UNCH    2 0
 KC0485
 KC0485.Superseded values are not recommended for survey control.
 KC0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0485.See file dsdata.txt to determine how the superseded data were derived.
 KC0485
 KC0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD974389(NAD 83)
 KC0485_MARKER: Q = CHISELED SQUARE
 KC0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0485_SP_SET: CULVERT
 KC0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0485
 KC0485  HISTORY     - Date     Condition        Report By
 KC0485  HISTORY     - UNK      MONUMENTED       USGS
 KC0485  HISTORY     - 1935     GOOD             NGS
 KC0485
 KC0485                          STATION DESCRIPTION
 KC0485
 KC0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0485'1.8 MI N FROM MEXICO.
 KC0485'1.8 MILES NORTH ALONG ROADS FROM THE COUNTY COURTHOUSE AT MEXICO,
 KC0485'AUDRAIN COUNTY, IN THE SOUTHWEST QUARTER OF SECTION 13, T 51
 KC0485'N, R 9 W, 800 FEET NORTH OF A ROAD FORK, AT A CONCRETE CULVERT,
 KC0485'ON THE CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL, AND 15
 KC0485'FEET EAST OF THE CENTERLINE OF THE ROAD.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0036 ***********************************************************************
 JD0036  DESIGNATION -  744.1
 JD0036  PID         -  JD0036
 JD0036  STATE/COUNTY-  MO/BOONE
 JD0036  USGS QUAD   -  COLUMBIA (1981)
 JD0036
 JD0036                         *CURRENT SURVEY CONTROL
 JD0036  ___________________________________________________________________
 JD0036* NAD 83(1986)-  38 57 49.     (N)    092 19 30.     (W)     SCALED    
 JD0036* NAVD 88     -       226.869  (meters)     744.32   (feet)  ADJUSTED  
 JD0036  ___________________________________________________________________
 JD0036  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0036  DYNAMIC HT  -         226.721 (meters)     743.83  (feet)  COMP
 JD0036  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 JD0036
 JD0036  VERT ORDER  -  SECOND    CLASS 0
 JD0036
 JD0036.The horizontal coordinates were scaled from a topographic map and have
 JD0036.an estimated accuracy of +/- 6 seconds.
 JD0036
 JD0036.The orthometric height was determined by differential leveling
 JD0036.and adjusted by the National Geodetic Survey in June 1991..
 JD0036
 JD0036.The geoid height was determined by GEOID03.
 JD0036
 JD0036.The dynamic height is computed by dividing the NAVD 88
 JD0036.geopotential number by the normal gravity value computed on the
 JD0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0036.degrees latitude (g = 980.6199 gals.).
 JD0036
 JD0036.The modeled gravity was interpolated from observed gravity values.
 JD0036
 JD0036;                    North         East    Units  Estimated Accuracy
 JD0036;SPC MO C     -   347,410.      515,170.      MT  (+/- 180 meters Scaled)
 JD0036
 JD0036                          SUPERSEDED SURVEY CONTROL
 JD0036
 JD0036  NGVD 29 (??/??/92)  226.849  (m)          744.25   (f) ADJ UNCH    2 0
 JD0036
 JD0036.Superseded values are not recommended for survey control.
 JD0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0036.See file dsdata.txt to determine how the superseded data were derived.
 JD0036
 JD0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD584129(NAD 83)
 JD0036_MARKER: Q = CHISELED SQUARE
 JD0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0036_SP_SET: STEP
 JD0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0036
 JD0036  HISTORY     - Date     Condition        Report By
 JD0036  HISTORY     - UNK      MONUMENTED       USGS
 JD0036  HISTORY     - 1946     GOOD             NGS
 JD0036
 JD0036                          STATION DESCRIPTION
 JD0036
 JD0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0036'AT COLUMBIA.
 JD0036'AT COLUMBIA, BOONE COUNTY, ON U.S. HIGHWAY 40, 7 FEET WEST OF A
 JD0036'POINT 25 FEET SOUTH OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY
 JD0036'63 LEADING NORTH, AT THE NORTH SIDE OF A CONCRETE WALL
 JD0036'SURROUNDING A POWER POLE, AND ON THE TOP OF THE SECOND STEP OF
 JD0036'THE WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0280 ***********************************************************************
 KD0280  DESIGNATION -  745
 KD0280  PID         -  KD0280
 KD0280  STATE/COUNTY-  MO/MACON
 KD0280  USGS QUAD   -  BEVIER NORTH (1979)
 KD0280
 KD0280                         *CURRENT SURVEY CONTROL
 KD0280  ___________________________________________________________________
 KD0280* NAD 83(1986)-  39 45 09.     (N)    092 35 58.     (W)     SCALED    
 KD0280* NAVD 88     -       227.093  (meters)     745.05   (feet)  ADJUSTED  
 KD0280  ___________________________________________________________________
 KD0280  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD0280  DYNAMIC HT  -         226.967 (meters)     744.64  (feet)  COMP
 KD0280  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 KD0280
 KD0280  VERT ORDER  -  SECOND    CLASS 0
 KD0280
 KD0280.The horizontal coordinates were scaled from a topographic map and have
 KD0280.an estimated accuracy of +/- 6 seconds.
 KD0280
 KD0280.The orthometric height was determined by differential leveling
 KD0280.and adjusted by the National Geodetic Survey in June 1991..
 KD0280
 KD0280.The geoid height was determined by GEOID03.
 KD0280
 KD0280.The dynamic height is computed by dividing the NAVD 88
 KD0280.geopotential number by the normal gravity value computed on the
 KD0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0280.degrees latitude (g = 980.6199 gals.).
 KD0280
 KD0280.The modeled gravity was interpolated from observed gravity values.
 KD0280
 KD0280;                    North         East    Units  Estimated Accuracy
 KD0280;SPC MO C     -   434,980.      491,480.      MT  (+/- 180 meters Scaled)
 KD0280
 KD0280                          SUPERSEDED SURVEY CONTROL
 KD0280
 KD0280  NGVD 29 (??/??/92)  227.084  (m)          745.02   (f) ADJ UNCH    2 0
 KD0280
 KD0280.Superseded values are not recommended for survey control.
 KD0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0280.See file dsdata.txt to determine how the superseded data were derived.
 KD0280
 KD0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE343003(NAD 83)
 KD0280_MARKER: Q = CHISELED SQUARE
 KD0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0280_SP_SET: PIER
 KD0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0280
 KD0280  HISTORY     - Date     Condition        Report By
 KD0280  HISTORY     - UNK      MONUMENTED       USGS
 KD0280  HISTORY     - 1935     GOOD             NGS
 KD0280  HISTORY     - 1967     GOOD             USGS
 KD0280
 KD0280                          STATION DESCRIPTION
 KD0280
 KD0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0280'1.5 MI E FROM CALLAO.
 KD0280'ABOUT 1.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KD0280'RAILROAD FROM THE STATION AT CALLAO, MACON COUNTY, 0.2 MILE
 KD0280'SOUTHEAST OF THE NORTH QUARTER CORNER OF SECTION 17, T. 57 N.,
 KD0280'R. 15 W., AT BRIDGE 77.37 OVER THE MIDDLE FORK OF THE CHARLTON
 KD0280'RIVER, AT THE EAST END OF THE MAIN SPAN, AND ON THE NORTH
 KD0280'END OF THE CONCRETE PIER.  A CHISELED SQUARE.
 KD0280
 KD0280                          STATION RECOVERY (1967)
 KD0280
 KD0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KD0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0844 ***********************************************************************
 JC0844  DESIGNATION -  748
 JC0844  PID         -  JC0844
 JC0844  STATE/COUNTY-  MO/CRAWFORD
 JC0844  USGS QUAD   -  LEASBURG (1980)
 JC0844
 JC0844                         *CURRENT SURVEY CONTROL
 JC0844  ___________________________________________________________________
 JC0844* NAD 83(1986)-  38 00 04.     (N)    091 22 08.     (W)     SCALED    
 JC0844* NAVD 88     -       227.872  (meters)     747.61   (feet)  ADJUSTED  
 JC0844  ___________________________________________________________________
 JC0844  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 JC0844  DYNAMIC HT  -         227.708 (meters)     747.07  (feet)  COMP
 JC0844  MODELED GRAV-     979,903.2   (mgal)                       NAVD 88
 JC0844
 JC0844  VERT ORDER  -  SECOND    CLASS 0
 JC0844
 JC0844.The horizontal coordinates were scaled from a topographic map and have
 JC0844.an estimated accuracy of +/- 6 seconds.
 JC0844
 JC0844.The orthometric height was determined by differential leveling
 JC0844.and adjusted by the National Geodetic Survey in June 1991..
 JC0844
 JC0844.The geoid height was determined by GEOID03.
 JC0844
 JC0844.The dynamic height is computed by dividing the NAVD 88
 JC0844.geopotential number by the normal gravity value computed on the
 JC0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0844.degrees latitude (g = 980.6199 gals.).
 JC0844
 JC0844.The modeled gravity was interpolated from observed gravity values.
 JC0844
 JC0844;                    North         East    Units  Estimated Accuracy
 JC0844;SPC MO E     -   240,910.      173,690.      MT  (+/- 180 meters Scaled)
 JC0844
 JC0844                          SUPERSEDED SURVEY CONTROL
 JC0844
 JC0844  NGVD 29 (??/??/92)  227.870  (m)          747.60   (f) ADJ UNCH    2 0
 JC0844
 JC0844.Superseded values are not recommended for survey control.
 JC0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0844.See file dsdata.txt to determine how the superseded data were derived.
 JC0844
 JC0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC432071(NAD 83)
 JC0844_MARKER: P = PIPE CAP
 JC0844_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0844_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0844_STAMPING: 748
 JC0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0844
 JC0844  HISTORY     - Date     Condition        Report By
 JC0844  HISTORY     - UNK      MONUMENTED       USGS
 JC0844  HISTORY     - 1934     GOOD             NGS
 JC0844
 JC0844                          STATION DESCRIPTION
 JC0844
 JC0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0844'3.9 MI N FROM STEELVILLE.
 JC0844'3.9 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0844'FROM THE STATION AT STEELVILLE, CRAWFORD COUNTY, AT BOYD, 100
 JC0844'FEET SOUTH OF THE ELEVENTH POLE SOUTH OF MILEPOST 91, 15 FEET
 JC0844'NORTH OF THE CENTER LINE OF A CROSS ROAD, 30 FEET EAST OF THE
 JC0844'CENTER LINE OF THE TRACK, 1 FOOT EAST OF THE RIGHT-OF-WAY
 JC0844'FENCE, AND 4 FEET SOUTH OF A FENCE CORNER.  A UNITED STATES
 JC0844'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 748 AND RIVETED ON THE
 JC0844'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0515 ***********************************************************************
 KC0515  DESIGNATION -  748 Q
 KC0515  PID         -  KC0515
 KC0515  STATE/COUNTY-  MO/MONROE
 KC0515  USGS QUAD   -  MONROE CITY (1959)
 KC0515
 KC0515                         *CURRENT SURVEY CONTROL
 KC0515  ___________________________________________________________________
 KC0515* NAD 83(1986)-  39 39 14.     (N)    091 44 05.     (W)     SCALED    
 KC0515* NAVD 88     -       228.254  (meters)     748.86   (feet)  ADJUSTED  
 KC0515  ___________________________________________________________________
 KC0515  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KC0515  DYNAMIC HT  -         228.125 (meters)     748.44  (feet)  COMP
 KC0515  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 KC0515
 KC0515  VERT ORDER  -  SECOND    CLASS 0
 KC0515
 KC0515.The horizontal coordinates were scaled from a topographic map and have
 KC0515.an estimated accuracy of +/- 6 seconds.
 KC0515
 KC0515.The orthometric height was determined by differential leveling
 KC0515.and adjusted by the National Geodetic Survey in June 1991..
 KC0515
 KC0515.The geoid height was determined by GEOID03.
 KC0515
 KC0515.The dynamic height is computed by dividing the NAVD 88
 KC0515.geopotential number by the normal gravity value computed on the
 KC0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0515.degrees latitude (g = 980.6199 gals.).
 KC0515
 KC0515.The modeled gravity was interpolated from observed gravity values.
 KC0515
 KC0515;                    North         East    Units  Estimated Accuracy
 KC0515;SPC MO C     -   424,300.      565,680.      MT  (+/- 180 meters Scaled)
 KC0515
 KC0515                          SUPERSEDED SURVEY CONTROL
 KC0515
 KC0515  NGVD 29 (??/??/92)  228.27   (m)          748.9    (f) COMPUTED    2 0
 KC0515
 KC0515.Superseded values are not recommended for survey control.
 KC0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0515.See file dsdata.txt to determine how the superseded data were derived.
 KC0515
 KC0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD085901(NAD 83)
 KC0515_MARKER: DD = SURVEY DISK
 KC0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0515_SP_SET: STONE
 KC0515_STAMPING: 749 Q
 KC0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0515+STABILITY: SURFACE MOTION
 KC0515
 KC0515  HISTORY     - Date     Condition        Report By
 KC0515  HISTORY     - UNK      MONUMENTED       USGS
 KC0515  HISTORY     - 1945     GOOD             NGS
 KC0515  HISTORY     - 20060315 MARK NOT FOUND   NGS
 KC0515
 KC0515                          STATION DESCRIPTION
 KC0515
 KC0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 KC0515'AT MONROE CITY.
 KC0515'AT MONROE CITY, MONROE COUNTY, AT THE NORTHEAST CORNER OF THE
 KC0515'FIRST BAPTIST CHURCH, IN THE NORTH FACE OF COPING STONE, AND
 KC0515'ABOUT 4 FEET WEST OF THE CORNER.  A UNITED STATES GEOLOGICAL
 KC0515'SURVEY STANDARD DISK, STAMPED 749 Q AND SET VERTICALLY.  NOTE-- THE
 KC0515'LAST DIGIT (9) IS STAMPED IN A DEPRESSED PLACE LIKE THE ORIGINAL
 KC0515'DIGIT (8) HAD BEEN HAMMERED OUT.
 KC0515
 KC0515                          STATION RECOVERY (2006)
 KC0515
 KC0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006
 KC0515'MARK HAS BEEN REPORTED TO NGS AS POSSIBLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0821 ***********************************************************************
 JC0821  DESIGNATION -  749.4
 JC0821  PID         -  JC0821
 JC0821  STATE/COUNTY-  MO/GASCONADE
 JC0821  USGS QUAD   -  OWENSVILLE EAST (1980)
 JC0821
 JC0821                         *CURRENT SURVEY CONTROL
 JC0821  ___________________________________________________________________
 JC0821* NAD 83(1986)-  38 16 43.     (N)    091 28 36.     (W)     SCALED    
 JC0821* NAVD 88     -       228.478  (meters)     749.60   (feet)  ADJUSTED  
 JC0821  ___________________________________________________________________
 JC0821  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JC0821  DYNAMIC HT  -         228.318 (meters)     749.07  (feet)  COMP
 JC0821  MODELED GRAV-     979,925.3   (mgal)                       NAVD 88
 JC0821
 JC0821  VERT ORDER  -  SECOND    CLASS 0
 JC0821
 JC0821.The horizontal coordinates were scaled from a topographic map and have
 JC0821.an estimated accuracy of +/- 6 seconds.
 JC0821
 JC0821.The orthometric height was determined by differential leveling
 JC0821.and adjusted by the National Geodetic Survey in June 1991..
 JC0821
 JC0821.The geoid height was determined by GEOID03.
 JC0821
 JC0821.The dynamic height is computed by dividing the NAVD 88
 JC0821.geopotential number by the normal gravity value computed on the
 JC0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0821.degrees latitude (g = 980.6199 gals.).
 JC0821
 JC0821.The modeled gravity was interpolated from observed gravity values.
 JC0821
 JC0821;                    North         East    Units  Estimated Accuracy
 JC0821;SPC MO E     -   271,810.      164,550.      MT  (+/- 180 meters Scaled)
 JC0821
 JC0821                          SUPERSEDED SURVEY CONTROL
 JC0821
 JC0821  NGVD 29 (??/??/92)  228.470  (m)          749.57   (f) ADJ UNCH    2 0
 JC0821
 JC0821.Superseded values are not recommended for survey control.
 JC0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0821.See file dsdata.txt to determine how the superseded data were derived.
 JC0821
 JC0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC332378(NAD 83)
 JC0821_MARKER: Q = CHISELED SQUARE
 JC0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0821_SP_SET: CULVERT
 JC0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0821
 JC0821  HISTORY     - Date     Condition        Report By
 JC0821  HISTORY     - UNK      MONUMENTED       USGS
 JC0821  HISTORY     - 1935     GOOD             NGS
 JC0821
 JC0821                          STATION DESCRIPTION
 JC0821
 JC0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0821'4.7 MI S FROM OWENSVILLE.
 JC0821'4.7 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE HIGH SCHOOL AT
 JC0821'OWENSVILLE, GASCONADE COUNTY, 0.4 MILE NORTH OF THE DRY FORK
 JC0821'CREEK BRIDGE, 22 YARDS NORTH ACROSS THE HIGHWAY TO THE WEST FROM
 JC0821'BENCH MARK V 103, DESCRIBED ABOVE, 7 YARDS WEST OF THE CENTER
 JC0821'LINE OF THE HIGHWAY, AT AN 18-INCH CORRUAGTED-IRON CULVERT, AND
 JC0821'ON THE CENTER OF THE SOUTH CONCRETE HEAD WALL.  A CHISELED
 JC0821'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0277 ***********************************************************************
 KD0277  DESIGNATION -  750
 KD0277  PID         -  KD0277
 KD0277  STATE/COUNTY-  MO/MACON
 KD0277  USGS QUAD   -  NEW CAMBRIA EAST (1979)
 KD0277
 KD0277                         *CURRENT SURVEY CONTROL
 KD0277  ___________________________________________________________________
 KD0277* NAD 83(1986)-  39 45 52.     (N)    092 40 06.     (W)     SCALED    
 KD0277* NAVD 88     -       228.440  (meters)     749.47   (feet)  ADJUSTED  
 KD0277  ___________________________________________________________________
 KD0277  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KD0277  DYNAMIC HT  -         228.314 (meters)     749.06  (feet)  COMP
 KD0277  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 KD0277
 KD0277  VERT ORDER  -  SECOND    CLASS 0
 KD0277
 KD0277.The horizontal coordinates were scaled from a topographic map and have
 KD0277.an estimated accuracy of +/- 6 seconds.
 KD0277
 KD0277.The orthometric height was determined by differential leveling
 KD0277.and adjusted by the National Geodetic Survey in June 1991..
 KD0277
 KD0277.The geoid height was determined by GEOID03.
 KD0277
 KD0277.The dynamic height is computed by dividing the NAVD 88
 KD0277.geopotential number by the normal gravity value computed on the
 KD0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0277.degrees latitude (g = 980.6199 gals.).
 KD0277
 KD0277.The modeled gravity was interpolated from observed gravity values.
 KD0277
 KD0277;                    North         East    Units  Estimated Accuracy
 KD0277;SPC MO C     -   436,310.      485,580.      MT  (+/- 180 meters Scaled)
 KD0277
 KD0277                          SUPERSEDED SURVEY CONTROL
 KD0277
 KD0277  NGVD 29 (??/??/92)  228.425  (m)          749.42   (f) ADJ UNCH    2 0
 KD0277
 KD0277.Superseded values are not recommended for survey control.
 KD0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0277.See file dsdata.txt to determine how the superseded data were derived.
 KD0277
 KD0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE284016(NAD 83)
 KD0277_MARKER: P = PIPE CAP
 KD0277_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0277_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0277_STAMPING: MO 749 1920
 KD0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0277
 KD0277  HISTORY     - Date     Condition        Report By
 KD0277  HISTORY     - 1920     MONUMENTED       USGS
 KD0277  HISTORY     - 1946     GOOD             NGS
 KD0277  HISTORY     - 1967     GOOD             USGS
 KD0277
 KD0277                          STATION DESCRIPTION
 KD0277
 KD0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 KD0277'2.4 MI W FROM CALLAO.
 KD0277'2.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0277'FROM THE STATION AT CALLAO, 49 FEET SOUTH OF THE SOUTH RAIL,
 KD0277'15 FEET EAST OF THE CENTER LINE OF A CROSSROAD, 2 FEET SOUTHWEST
 KD0277'OF A CONCRETE CORNER FENCE POST.  A BRONZE CAP RIVETED TO THE
 KD0277'TOP OF A 3 1/2 INCH IRON PIPE.
 KD0277
 KD0277                          STATION RECOVERY (1967)
 KD0277
 KD0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KD0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0578 ***********************************************************************
 LD0578  DESIGNATION -  751
 LD0578  PID         -  LD0578
 LD0578  STATE/COUNTY-  MO/SCOTLAND
 LD0578  USGS QUAD   -  WYACONDA (1975)
 LD0578
 LD0578                         *CURRENT SURVEY CONTROL
 LD0578  ___________________________________________________________________
 LD0578* NAD 83(1986)-  40 22 50.     (N)    091 57 23.     (W)     SCALED    
 LD0578* NAVD 88     -       228.672  (meters)     750.23   (feet)  ADJUSTED  
 LD0578  ___________________________________________________________________
 LD0578  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LD0578  DYNAMIC HT  -         228.554 (meters)     749.85  (feet)  COMP
 LD0578  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 LD0578
 LD0578  VERT ORDER  -  SECOND    CLASS 0
 LD0578
 LD0578.The horizontal coordinates were scaled from a topographic map and have
 LD0578.an estimated accuracy of +/- 6 seconds.
 LD0578
 LD0578.The orthometric height was determined by differential leveling
 LD0578.and adjusted by the National Geodetic Survey in June 1991..
 LD0578
 LD0578.The geoid height was determined by GEOID03.
 LD0578
 LD0578.The dynamic height is computed by dividing the NAVD 88
 LD0578.geopotential number by the normal gravity value computed on the
 LD0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0578.degrees latitude (g = 980.6199 gals.).
 LD0578
 LD0578.The modeled gravity was interpolated from observed gravity values.
 LD0578
 LD0578;                    North         East    Units  Estimated Accuracy
 LD0578;SPC MO C     -   504,840.      546,160.      MT  (+/- 180 meters Scaled)
 LD0578
 LD0578                          SUPERSEDED SURVEY CONTROL
 LD0578
 LD0578  NGVD 29 (??/??/92)  228.694  (m)          750.31   (f) ADJ UNCH    2 0
 LD0578
 LD0578.Superseded values are not recommended for survey control.
 LD0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0578.See file dsdata.txt to determine how the superseded data were derived.
 LD0578
 LD0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE885705(NAD 83)
 LD0578_MARKER: B = BOLT
 LD0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0578+STABILITY: SURFACE MOTION
 LD0578
 LD0578  HISTORY     - Date     Condition        Report By
 LD0578  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0578  HISTORY     - 1935     GOOD             NGS
 LD0578
 LD0578                          STATION DESCRIPTION
 LD0578
 LD0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0578'1.7 MI SW FROM WYACONDA.
 LD0578'IN SCOTLAND COUNTY, 1.7 MILES SOUTHWEST ALONG THE ATCHISON,
 LD0578'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT WYACONDA, CLARK
 LD0578'COUNTY, 3 POLES NORTHWEST OF MILEPOST 274, AT A PRIVATE-ROAD
 LD0578'CROSSING, 75 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST
 LD0578'TRACK, 12 FEET NORTHEAST OF THE CENTERLINE OF THE PRIVATE ROAD,
 LD0578'AND ABOUT 3 FEET HIGHER THAN THE TRACK.  AN IRON BOLT, SET IN THE
 LD0578'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0981 ***********************************************************************
 JC0981  DESIGNATION -  75=22/1 CAP
 JC0981  PID         -  JC0981
 JC0981  STATE/COUNTY-  MO/GASCONADE
 JC0981  USGS QUAD   -  GASCONADE (1974)
 JC0981
 JC0981                         *CURRENT SURVEY CONTROL
 JC0981  ___________________________________________________________________
 JC0981* NAD 83(1986)-  38 41 16.     (N)    091 30 49.     (W)     SCALED    
 JC0981* NAVD 88     -       160.681  (meters)     527.17   (feet)  ADJUSTED  
 JC0981  ___________________________________________________________________
 JC0981  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JC0981  DYNAMIC HT  -         160.576 (meters)     526.82  (feet)  COMP
 JC0981  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 JC0981
 JC0981  VERT ORDER  -  FIRST     CLASS II
 JC0981
 JC0981.The horizontal coordinates were scaled from a topographic map and have
 JC0981.an estimated accuracy of +/- 6 seconds.
 JC0981
 JC0981.The orthometric height was determined by differential leveling
 JC0981.and adjusted by the National Geodetic Survey in June 1991..
 JC0981
 JC0981.The geoid height was determined by GEOID03.
 JC0981
 JC0981.The dynamic height is computed by dividing the NAVD 88
 JC0981.geopotential number by the normal gravity value computed on the
 JC0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0981.degrees latitude (g = 980.6199 gals.).
 JC0981
 JC0981.The modeled gravity was interpolated from observed gravity values.
 JC0981
 JC0981;                    North         East    Units  Estimated Accuracy
 JC0981;SPC MO E     -   317,260.      161,820.      MT  (+/- 180 meters Scaled)
 JC0981
 JC0981                          SUPERSEDED SURVEY CONTROL
 JC0981
 JC0981  NGVD 29 (??/??/92)  160.709  (m)          527.26   (f) ADJ UNCH    1 2
 JC0981
 JC0981.Superseded values are not recommended for survey control.
 JC0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0981.See file dsdata.txt to determine how the superseded data were derived.
 JC0981
 JC0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC292831(NAD 83)
 JC0981_MARKER: B = BOLT
 JC0981_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0981_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0981
 JC0981  HISTORY     - Date     Condition        Report By
 JC0981  HISTORY     - UNK      MONUMENTED       MORC
 JC0981  HISTORY     - 1946     GOOD             NGS
 JC0981  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0981
 JC0981                          STATION DESCRIPTION
 JC0981
 JC0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0981'2.8 MI NE FROM GASCONADE.
 JC0981'ABOUT 2-1/2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0981'GASCONADE, GASCONADE COUNTY, ABOUT 80 YARDS WEST OF THE ROBERT
 JC0981'BIRKEL HOUSE, ABOUT 150 FEET SOUTH OF THE TRACK, ON THE EAST BANK
 JC0981'OF A LARGE STREAM, DIRECTLY SOUTH OF POLE 85+29, ABOUT 30 YARDS
 JC0981'SOUTHEAST OF THE SOUTH END OF A STONE ARCH CULVERT UNDER THE OLD
 JC0981'RAILROAD GRADE, 7 FEET WEST OF THE NORTHWEST CORNER OF A GARDEN
 JC0981'FENCE, AND ABOUT LEVEL WITH THE TRACK.  A COPPER BOLT LEADED IN THE
 JC0981'TOP OF A STONE 18 INCHES SQUARE AND SET ABOUT 2 FEET UNDER GROUND,
 JC0981'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 2 FEET
 JC0981'ABOVE GROUND AND BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
 JC0981
 JC0981                          STATION RECOVERY (1986)
 JC0981
 JC0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0471 ***********************************************************************
 HC0471  DESIGNATION -  755
 HC0471  PID         -  HC0471
 HC0471  STATE/COUNTY-  MO/CRAWFORD
 HC0471  USGS QUAD   -  STEELVILLE (1985)
 HC0471
 HC0471                         *CURRENT SURVEY CONTROL
 HC0471  ___________________________________________________________________
 HC0471* NAD 83(1986)-  37 58 07.     (N)    091 21 18.     (W)     SCALED    
 HC0471* NAVD 88     -       230.133  (meters)     755.03   (feet)  ADJUSTED  
 HC0471  ___________________________________________________________________
 HC0471  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HC0471  DYNAMIC HT  -         229.967 (meters)     754.48  (feet)  COMP
 HC0471  MODELED GRAV-     979,903.7   (mgal)                       NAVD 88
 HC0471
 HC0471  VERT ORDER  -  SECOND    CLASS 0
 HC0471
 HC0471.The horizontal coordinates were scaled from a topographic map and have
 HC0471.an estimated accuracy of +/- 6 seconds.
 HC0471
 HC0471.The orthometric height was determined by differential leveling
 HC0471.and adjusted by the National Geodetic Survey in June 1991..
 HC0471
 HC0471.The geoid height was determined by GEOID03.
 HC0471
 HC0471.The dynamic height is computed by dividing the NAVD 88
 HC0471.geopotential number by the normal gravity value computed on the
 HC0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0471.degrees latitude (g = 980.6199 gals.).
 HC0471
 HC0471.The modeled gravity was interpolated from observed gravity values.
 HC0471
 HC0471;                    North         East    Units  Estimated Accuracy
 HC0471;SPC MO E     -   237,290.      174,880.      MT  (+/- 180 meters Scaled)
 HC0471
 HC0471                          SUPERSEDED SURVEY CONTROL
 HC0471
 HC0471  NGVD 29 (??/??/92)  230.120  (m)          754.99   (f) ADJ UNCH    2 0
 HC0471
 HC0471.Superseded values are not recommended for survey control.
 HC0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0471.See file dsdata.txt to determine how the superseded data were derived.
 HC0471
 HC0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC444036(NAD 83)
 HC0471_MARKER: P = PIPE CAP
 HC0471_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0471_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0471_STAMPING: STA NO 106 S 755 1926
 HC0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0471
 HC0471  HISTORY     - Date     Condition        Report By
 HC0471  HISTORY     - 1926     MONUMENTED       USGS
 HC0471  HISTORY     - 1940     GOOD             NGS
 HC0471
 HC0471                          STATION DESCRIPTION
 HC0471
 HC0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HC0471'AT STEELVILLE.
 HC0471'AT STEELVILLE, CRAWFORD COUNTY, AT THE COUNTY COURTHOUSE, 30 FEET
 HC0471'NORTHEAST OF THE NORTH CORNER, AND 2 FEET SOUTHWEST OF THE
 HC0471'SOUTHWEST WALL OF THE CIRCUIT CLERKS OFFICE.  A UNITED STATES
 HC0471'GEOLOGICAL SURVEY STANDARD CAP, STAMPED STA. NO. 106 S 755 1926
 HC0471'AND RIVETED ON TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0283 ***********************************************************************
 HC0283  DESIGNATION -  755.4
 HC0283  PID         -  HC0283
 HC0283  STATE/COUNTY-  MO/REYNOLDS
 HC0283  USGS QUAD   -  CENTERVILLE (1985)
 HC0283
 HC0283                         *CURRENT SURVEY CONTROL
 HC0283  ___________________________________________________________________
 HC0283* NAD 83(1986)-  37 27 01.     (N)    090 57 32.     (W)     SCALED    
 HC0283* NAVD 88     -       229.901  (meters)     754.27   (feet)  ADJUSTED  
 HC0283  ___________________________________________________________________
 HC0283  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HC0283  DYNAMIC HT  -         229.721 (meters)     753.68  (feet)  COMP
 HC0283  MODELED GRAV-     979,841.6   (mgal)                       NAVD 88
 HC0283
 HC0283  VERT ORDER  -  SECOND    CLASS 0
 HC0283
 HC0283.The horizontal coordinates were scaled from a topographic map and have
 HC0283.an estimated accuracy of +/- 6 seconds.
 HC0283
 HC0283.The orthometric height was determined by differential leveling
 HC0283.and adjusted by the National Geodetic Survey in June 1991..
 HC0283
 HC0283.The geoid height was determined by GEOID03.
 HC0283
 HC0283.The dynamic height is computed by dividing the NAVD 88
 HC0283.geopotential number by the normal gravity value computed on the
 HC0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0283.degrees latitude (g = 980.6199 gals.).
 HC0283
 HC0283.The modeled gravity was interpolated from observed gravity values.
 HC0283
 HC0283;                    North         East    Units  Estimated Accuracy
 HC0283;SPC MO E     -   179,520.      209,400.      MT  (+/- 180 meters Scaled)
 HC0283
 HC0283                          SUPERSEDED SURVEY CONTROL
 HC0283
 HC0283  NGVD 29 (??/??/92)  229.876  (m)          754.18   (f) ADJ UNCH    2 0
 HC0283
 HC0283.Superseded values are not recommended for survey control.
 HC0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0283.See file dsdata.txt to determine how the superseded data were derived.
 HC0283
 HC0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB805467(NAD 83)
 HC0283_MARKER: Q = CHISELED SQUARE
 HC0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0283_SP_SET: CULVERT
 HC0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0283
 HC0283  HISTORY     - Date     Condition        Report By
 HC0283  HISTORY     - UNK      MONUMENTED       USGS
 HC0283  HISTORY     - 1935     GOOD             NGS
 HC0283
 HC0283                          STATION DESCRIPTION
 HC0283
 HC0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0283'1.1 MI NE FROM CENTERVILLE.
 HC0283'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY
 HC0283'COURTHOUSE AT CENTERVILLE, 30 FEET NORTH OF THE CENTERLINE OF
 HC0283'THE HIGHWAY, 10 FEET EAST OF THE CENTERLINE OF A SIDE ROAD, AND
 HC0283'ON THE TOP OF THE SOUTH END OF A CONCRETE CULVERT.  A CHISELED
 HC0283'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0643 ***********************************************************************
 HD0643  DESIGNATION -  755.672
 HD0643  PID         -  HD0643
 HD0643  STATE/COUNTY-  MO/HICKORY
 HD0643  USGS QUAD   -  HERMITAGE (1982)
 HD0643
 HD0643                         *CURRENT SURVEY CONTROL
 HD0643  ___________________________________________________________________
 HD0643* NAD 83(1986)-  37 56 43.     (N)    093 18 38.     (W)     SCALED    
 HD0643* NAVD 88     -       230.516  (meters)     756.28   (feet)  ADJUSTED  
 HD0643  ___________________________________________________________________
 HD0643  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HD0643  DYNAMIC HT  -         230.347 (meters)     755.73  (feet)  COMP
 HD0643  MODELED GRAV-     979,893.0   (mgal)                       NAVD 88
 HD0643
 HD0643  VERT ORDER  -  SECOND    CLASS 0
 HD0643
 HD0643.The horizontal coordinates were scaled from a topographic map and have
 HD0643.an estimated accuracy of +/- 6 seconds.
 HD0643
 HD0643.The orthometric height was determined by differential leveling
 HD0643.and adjusted by the National Geodetic Survey in June 1991..
 HD0643
 HD0643.The geoid height was determined by GEOID03.
 HD0643
 HD0643.The dynamic height is computed by dividing the NAVD 88
 HD0643.geopotential number by the normal gravity value computed on the
 HD0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0643.degrees latitude (g = 980.6199 gals.).
 HD0643
 HD0643.The modeled gravity was interpolated from observed gravity values.
 HD0643
 HD0643;                    North         East    Units  Estimated Accuracy
 HD0643;SPC MO C     -   234,670.      428,760.      MT  (+/- 180 meters Scaled)
 HD0643
 HD0643                          SUPERSEDED SURVEY CONTROL
 HD0643
 HD0643  NGVD 29 (??/??/92)  230.406  (m)          755.92   (f) ADJ UNCH    2 0
 HD0643
 HD0643.Superseded values are not recommended for survey control.
 HD0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0643.See file dsdata.txt to determine how the superseded data were derived.
 HD0643
 HD0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB727997(NAD 83)
 HD0643_MARKER: DD = SURVEY DISK
 HD0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0643_SP_SET: PIER
 HD0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0643
 HD0643  HISTORY     - Date     Condition        Report By
 HD0643  HISTORY     - UNK      MONUMENTED       USGS
 HD0643  HISTORY     - 1945     GOOD             NGS
 HD0643  HISTORY     - 19990215 GOOD             USPSQD
 HD0643
 HD0643                          STATION DESCRIPTION
 HD0643
 HD0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HD0643'0.5 MI E FROM HERMITAGE.
 HD0643'0.1 MILE NORTH FROM THE COURTHOUSE AT HERMITAGE, HICKORY COUNTY,
 HD0643'ALONG COUNTY HIGHWAY K, THENCE 0.4 MILE EAST ALONG U.S. HIGHWAY
 HD0643'54, 87 FEET WEST OF THE EAST END OF THE POMME DE TERRE RIVER BRIDGE,
 HD0643'14 FEET SOUTH AND 5 FEET LOWER THAN THE CENTERLINE OF THE BRIDGE,
 HD0643'ON TOP OF THE SOUTH END OF THE EAST CONCRETE PIER.  A BRONZE
 HD0643'DISK, SET IN A DRILL HOLE IN CONCRETE.
 HD0643
 HD0643                          STATION RECOVERY (1999)
 HD0643
 HD0643'RECOVERY NOTE BY US POWER SQUADRON 1999
 HD0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0582 ***********************************************************************
 HD0582  DESIGNATION -  756.249
 HD0582  PID         -  HD0582
 HD0582  STATE/COUNTY-  MO/HICKORY
 HD0582  USGS QUAD   -  HERMITAGE (1982)
 HD0582
 HD0582                         *CURRENT SURVEY CONTROL
 HD0582  ___________________________________________________________________
 HD0582* NAD 83(1986)-  37 56 15.     (N)    093 18 59.     (W)     SCALED    
 HD0582* NAVD 88     -       230.692  (meters)     756.86   (feet)  ADJUSTED  
 HD0582  ___________________________________________________________________
 HD0582  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HD0582  DYNAMIC HT  -         230.523 (meters)     756.31  (feet)  COMP
 HD0582  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 HD0582
 HD0582  VERT ORDER  -  SECOND    CLASS 0
 HD0582
 HD0582.The horizontal coordinates were scaled from a topographic map and have
 HD0582.an estimated accuracy of +/- 6 seconds.
 HD0582
 HD0582.The orthometric height was determined by differential leveling
 HD0582.and adjusted by the National Geodetic Survey in June 1991..
 HD0582
 HD0582.The geoid height was determined by GEOID03.
 HD0582
 HD0582.The dynamic height is computed by dividing the NAVD 88
 HD0582.geopotential number by the normal gravity value computed on the
 HD0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0582.degrees latitude (g = 980.6199 gals.).
 HD0582
 HD0582.The modeled gravity was interpolated from observed gravity values.
 HD0582
 HD0582;                    North         East    Units  Estimated Accuracy
 HD0582;SPC MO C     -   233,810.      428,240.      MT  (+/- 180 meters Scaled)
 HD0582
 HD0582                          SUPERSEDED SURVEY CONTROL
 HD0582
 HD0582  NGVD 29 (??/??/92)  230.582  (m)          756.50   (f) ADJ UNCH    2 0
 HD0582
 HD0582.Superseded values are not recommended for survey control.
 HD0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0582.See file dsdata.txt to determine how the superseded data were derived.
 HD0582
 HD0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB721989(NAD 83)
 HD0582_MARKER: DD = SURVEY DISK
 HD0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0582_SP_SET: BRIDGE
 HD0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0582
 HD0582  HISTORY     - Date     Condition        Report By
 HD0582  HISTORY     - UNK      MONUMENTED       USGS
 HD0582  HISTORY     - 1945     GOOD             NGS
 HD0582  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 HD0582
 HD0582                          STATION DESCRIPTION
 HD0582
 HD0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HD0582'0.3 MI S FROM HERMITAGE.
 HD0582'0.3 MILE SOUTH FROM THE COURT HOUSE AT HERMITAGE, HICKORY
 HD0582'COUNTY, ALONG COUNTY HIGHWAY K TO SITE OF MARK, AT THE SOUTHWEST
 HD0582'END OF THE BRIDGE OVER THE POMME DE TERRE RIVER, 9.0 FEET
 HD0582'SOUTHEAST AND 1.0 FOOT HIGHER THAN THE CENTERLINE OF THE HIGHWAY,
 HD0582'ON TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE RETAINING
 HD0582'WALL.  A U.S. GEOLOGICAL SURVEY BRONZED DISK SET IN A DRILL HOLE
 HD0582'IN CONCRETE.
 HD0582
 HD0582                          STATION RECOVERY (1999)
 HD0582
 HD0582'RECOVERY NOTE BY US POWER SQUADRON 1999
 HD0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1526 ***********************************************************************
 JD1526  DESIGNATION -  756.7
 JD1526  PID         -  JD1526
 JD1526  STATE/COUNTY-  MO/ST CLAIR
 JD1526  USGS QUAD   -  OSCEOLA (1991)
 JD1526
 JD1526                         *CURRENT SURVEY CONTROL
 JD1526  ___________________________________________________________________
 JD1526* NAD 83(1986)-  38 03 04.     (N)    093 41 30.     (W)     SCALED    
 JD1526* NAVD 88     -       230.501  (meters)     756.24   (feet)  ADJUSTED  
 JD1526  ___________________________________________________________________
 JD1526  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JD1526  DYNAMIC HT  -         230.332 (meters)     755.68  (feet)  COMP
 JD1526  MODELED GRAV-     979,890.5   (mgal)                       NAVD 88
 JD1526
 JD1526  VERT ORDER  -  SECOND    CLASS 0
 JD1526
 JD1526.The horizontal coordinates were scaled from a topographic map and have
 JD1526.an estimated accuracy of +/- 6 seconds.
 JD1526
 JD1526.The orthometric height was determined by differential leveling
 JD1526.and adjusted by the National Geodetic Survey in June 1991..
 JD1526
 JD1526.The geoid height was determined by GEOID03.
 JD1526
 JD1526.The dynamic height is computed by dividing the NAVD 88
 JD1526.geopotential number by the normal gravity value computed on the
 JD1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1526.degrees latitude (g = 980.6199 gals.).
 JD1526
 JD1526.The modeled gravity was interpolated from observed gravity values.
 JD1526
 JD1526;                    North         East    Units  Estimated Accuracy
 JD1526;SPC MO W     -   209,430.      920,950.      MT  (+/- 180 meters Scaled)
 JD1526
 JD1526                          SUPERSEDED SURVEY CONTROL
 JD1526
 JD1526  NGVD 29 (??/??/92)  230.385  (m)          755.85   (f) ADJ UNCH    2 0
 JD1526
 JD1526.Superseded values are not recommended for survey control.
 JD1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1526.See file dsdata.txt to determine how the superseded data were derived.
 JD1526
 JD1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC393117(NAD 83)
 JD1526_MARKER: DD = SURVEY DISK
 JD1526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1526_SP_SET: CULVERT
 JD1526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1526
 JD1526  HISTORY     - Date     Condition        Report By
 JD1526  HISTORY     - UNK      MONUMENTED       USGS
 JD1526  HISTORY     - 1962     GOOD             NGS
 JD1526
 JD1526                          STATION DESCRIPTION
 JD1526
 JD1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1526'0.8 MI NE FROM OSCEOLA.
 JD1526'ABOUT 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 13 FROM THE COUNTY
 JD1526'COURTHOUSE AT OSCEOLA, ON THE INSIDE OF A LONG CURVE IN THE
 JD1526'HIGHWAY, 30 FEET NORTH OF THE CENTER LINE OF THE JUNCTION
 JD1526'WITH D STREET, 22 FEET NORTHWEST OF THE CENTER LINE OF STATE
 JD1526'HIGHWAY 13, 10 FEET NORTHEAST OF THE CENTER LINE OF D STREET,
 JD1526'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND CHISELED IN
 JD1526'THE TOP AND CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A
 JD1526'PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0915 ***********************************************************************
 JC0915  DESIGNATION -  759.3
 JC0915  PID         -  JC0915
 JC0915  STATE/COUNTY-  MO/MARIES
 JC0915  USGS QUAD   -  VIENNA (1981)
 JC0915
 JC0915                         *CURRENT SURVEY CONTROL
 JC0915  ___________________________________________________________________
 JC0915* NAD 83(1986)-  38 09 26.     (N)    091 52 55.     (W)     SCALED    
 JC0915* NAVD 88     -       231.664  (meters)     760.05   (feet)  ADJUSTED  
 JC0915  ___________________________________________________________________
 JC0915  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JC0915  DYNAMIC HT  -         231.501 (meters)     759.52  (feet)  COMP
 JC0915  MODELED GRAV-     979,922.3   (mgal)                       NAVD 88
 JC0915
 JC0915  VERT ORDER  -  FIRST     CLASS II
 JC0915
 JC0915.The horizontal coordinates were scaled from a topographic map and have
 JC0915.an estimated accuracy of +/- 6 seconds.
 JC0915
 JC0915.The orthometric height was determined by differential leveling
 JC0915.and adjusted by the National Geodetic Survey in June 1991..
 JC0915
 JC0915.The geoid height was determined by GEOID03.
 JC0915
 JC0915.The dynamic height is computed by dividing the NAVD 88
 JC0915.geopotential number by the normal gravity value computed on the
 JC0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0915.degrees latitude (g = 980.6199 gals.).
 JC0915
 JC0915.The modeled gravity was interpolated from observed gravity values.
 JC0915
 JC0915;                    North         East    Units  Estimated Accuracy
 JC0915;SPC MO C     -   258,060.      554,170.      MT  (+/- 180 meters Scaled)
 JC0915
 JC0915                          SUPERSEDED SURVEY CONTROL
 JC0915
 JC0915  NGVD 29 (??/??/92)  231.64   (m)          760.0    (f) COMPUTED    1 2
 JC0915
 JC0915.Superseded values are not recommended for survey control.
 JC0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0915.See file dsdata.txt to determine how the superseded data were derived.
 JC0915
 JC0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC979238(NAD 83)
 JC0915_MARKER: N = NAIL
 JC0915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0915_SP_SET: OAK TREE
 JC0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0915
 JC0915  HISTORY     - Date     Condition        Report By
 JC0915  HISTORY     - UNK      MONUMENTED       USGS
 JC0915  HISTORY     - 1950     MARK NOT FOUND   NGS
 JC0915
 JC0915                          STATION DESCRIPTION
 JC0915
 JC0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0915'5.5 MI SE FROM VIENNA.
 JC0915'5.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 63 FROM THE PUBLIC SCHOOL
 JC0915'AT VIENNA, MARIES COUNTY, 0.6 MILE WEST OF THE BRIDGE OVER GASCONADE
 JC0915'RIVER, AT THE BOTTOM OF A RAVINE, 100 FEET EAST AND 35 FEET SOUTH
 JC0915'OF THE CENTERLINE OF THE HIGHWAY, IN A FENCE LINE, AT A 24-INCH
 JC0915'OAK TREE WITH A TRIANGULAR BLAZE, AND IN A ROOT ON THE NORTH SIDE
 JC0915'OF THE TREE.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 JC0915'WASHER.  NOTE-- THE 24-INCH TREE HAS BEEN CUT DOWN, THE ROOT
 JC0915'WAS DUG AROUND BUT NAIL WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0984 ***********************************************************************
 JC0984  DESIGNATION -  76 CAP
 JC0984  PID         -  JC0984
 JC0984  STATE/COUNTY-  MO/GASCONADE
 JC0984  USGS QUAD   -  GASCONADE (1974)
 JC0984
 JC0984                         *CURRENT SURVEY CONTROL
 JC0984  ___________________________________________________________________
 JC0984* NAD 83(1986)-  38 40 45.     (N)    091 32 10.     (W)     SCALED    
 JC0984* NAVD 88     -       159.851  (meters)     524.44   (feet)  ADJUSTED  
 JC0984  ___________________________________________________________________
 JC0984  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JC0984  DYNAMIC HT  -         159.746 (meters)     524.10  (feet)  COMP
 JC0984  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 JC0984
 JC0984  VERT ORDER  -  FIRST     CLASS II
 JC0984
 JC0984.The horizontal coordinates were scaled from a topographic map and have
 JC0984.an estimated accuracy of +/- 6 seconds.
 JC0984
 JC0984.The orthometric height was determined by differential leveling
 JC0984.and adjusted by the National Geodetic Survey in June 1991..
 JC0984
 JC0984.The geoid height was determined by GEOID03.
 JC0984
 JC0984.The dynamic height is computed by dividing the NAVD 88
 JC0984.geopotential number by the normal gravity value computed on the
 JC0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0984.degrees latitude (g = 980.6199 gals.).
 JC0984
 JC0984.The modeled gravity was interpolated from observed gravity values.
 JC0984
 JC0984;                    North         East    Units  Estimated Accuracy
 JC0984;SPC MO E     -   316,330.      159,850.      MT  (+/- 180 meters Scaled)
 JC0984
 JC0984                          SUPERSEDED SURVEY CONTROL
 JC0984
 JC0984  NGVD 29 (??/??/92)  159.878  (m)          524.53   (f) ADJ UNCH    1 2
 JC0984
 JC0984.Superseded values are not recommended for survey control.
 JC0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0984.See file dsdata.txt to determine how the superseded data were derived.
 JC0984
 JC0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC273821(NAD 83)
 JC0984_MARKER: B = BOLT
 JC0984_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0984_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0984
 JC0984  HISTORY     - Date     Condition        Report By
 JC0984  HISTORY     - UNK      MONUMENTED       MORC
 JC0984  HISTORY     - 1946     GOOD             NGS
 JC0984  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0984
 JC0984                          STATION DESCRIPTION
 JC0984
 JC0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0984'1.5 MI NE FROM GASCONADE.
 JC0984'ABOUT 1-1/2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0984'GASCONADE, GASCONADE COUNTY, ABOUT 5-1/2 POLES SOUTHWEST OF SEMAPHORE
 JC0984'881 DL, ABOUT 200 YARDS NORTH OF A 2-STORY FRAME HOUSE SITUATED
 JC0984'ON THE UPPER SIDE OF THE RAVINE AT THE FOOT OF THE BLUFF, ABOUT
 JC0984'56 YARDS NORTHEAST OF THE CENTER OF THE SOUTHEAST END OF A STONE
 JC0984'AND CONCRETE CULVERT UNDER THE RAILROAD GRADE, OPPOSITE 87+3, 84
 JC0984'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST TRACK, ABOUT
 JC0984'10 YARDS NORTH OF A 3-FOOT SYCAMORE TREE, 7 FEET SOUTHEAST OF
 JC0984'THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER THAN THE RAIL.
 JC0984'A COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES SQUARE AND
 JC0984'SET ABOUT 3-1/2 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH
 JC0984'AND IRON PIPE PROJECTING ABOUT 5 INCHES ABOVE GROUND AND BEARING
 JC0984'A MISSOURI RIVER COMMISSION STANDARD CAP.
 JC0984
 JC0984                          STATION RECOVERY (1986)
 JC0984
 JC0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0912 ***********************************************************************
 JC0912  DESIGNATION -  760.0
 JC0912  PID         -  JC0912
 JC0912  STATE/COUNTY-  MO/MARIES
 JC0912  USGS QUAD   -  PAYDOWN (1981)
 JC0912
 JC0912                         *CURRENT SURVEY CONTROL
 JC0912  ___________________________________________________________________
 JC0912* NAD 83(1986)-  38 08 57.     (N)    091 51 41.     (W)     SCALED    
 JC0912* NAVD 88     -       231.856  (meters)     760.68   (feet)  ADJUSTED  
 JC0912  ___________________________________________________________________
 JC0912  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JC0912  DYNAMIC HT  -         231.693 (meters)     760.15  (feet)  COMP
 JC0912  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 JC0912
 JC0912  VERT ORDER  -  FIRST     CLASS II
 JC0912
 JC0912.The horizontal coordinates were scaled from a topographic map and have
 JC0912.an estimated accuracy of +/- 6 seconds.
 JC0912
 JC0912.The orthometric height was determined by differential leveling
 JC0912.and adjusted by the National Geodetic Survey in June 1991..
 JC0912.WARNING-Repeat measurements at this control monument indicate possible
 JC0912.vertical movement.
 JC0912
 JC0912.The geoid height was determined by GEOID03.
 JC0912
 JC0912.The dynamic height is computed by dividing the NAVD 88
 JC0912.geopotential number by the normal gravity value computed on the
 JC0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0912.degrees latitude (g = 980.6199 gals.).
 JC0912
 JC0912.The modeled gravity was interpolated from observed gravity values.
 JC0912
 JC0912;                    North         East    Units  Estimated Accuracy
 JC0912;SPC MO C     -   257,180.      555,970.      MT  (+/- 180 meters Scaled)
 JC0912
 JC0912                          SUPERSEDED SURVEY CONTROL
 JC0912
 JC0912  NGVD 29 (??/??/92)  231.830  (m)          760.60   (f) ADJ UNCH    1 2
 JC0912
 JC0912.Superseded values are not recommended for survey control.
 JC0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0912.See file dsdata.txt to determine how the superseded data were derived.
 JC0912
 JC0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC997229(NAD 83)
 JC0912_MARKER: Q = CHISELED SQUARE
 JC0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0912_SP_SET: CULVERT
 JC0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0912
 JC0912  HISTORY     - Date     Condition        Report By
 JC0912  HISTORY     - UNK      MONUMENTED       USGS
 JC0912  HISTORY     - 1950     GOOD             NGS
 JC0912
 JC0912                          STATION DESCRIPTION
 JC0912
 JC0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0912'7.7 MI NW FROM VICHY.
 JC0912'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 JC0912'AT VICHY, AT AN EAST-WEST ROAD CROSSING, 24 FEET NORTHWEST OF
 JC0912'TELEPHONE POLE 1171, 22 FEET NORTHEAST OF THE CENTER LINE OF THE
 JC0912'HIGHWAY, 12 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 JC0912'A CHISELED SQUARE CUT ON THE SOUTHEAST EDGE OF THE SOUTHEAST
 JC0912'HEADWALL OF A CONCRETE CULVERT, AND ABOUT 0.5 FOOT BELOW THE ROAD
 JC0912'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0265 ***********************************************************************
 KD0265  DESIGNATION -  763
 KD0265  PID         -  KD0265
 KD0265  STATE/COUNTY-  MO/LINN
 KD0265  USGS QUAD   -  BUCKLIN (1979)
 KD0265
 KD0265                         *CURRENT SURVEY CONTROL
 KD0265  ___________________________________________________________________
 KD0265* NAD 83(1986)-  39 47 03.     (N)    092 55 58.     (W)     SCALED    
 KD0265* NAVD 88     -       232.750  (meters)     763.61   (feet)  ADJUSTED  
 KD0265  ___________________________________________________________________
 KD0265  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KD0265  DYNAMIC HT  -         232.620 (meters)     763.19  (feet)  COMP
 KD0265  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 KD0265
 KD0265  VERT ORDER  -  SECOND    CLASS 0
 KD0265
 KD0265.The horizontal coordinates were scaled from a topographic map and have
 KD0265.an estimated accuracy of +/- 6 seconds.
 KD0265
 KD0265.The orthometric height was determined by differential leveling
 KD0265.and adjusted by the National Geodetic Survey in June 1991..
 KD0265
 KD0265.The geoid height was determined by GEOID03.
 KD0265
 KD0265.The dynamic height is computed by dividing the NAVD 88
 KD0265.geopotential number by the normal gravity value computed on the
 KD0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0265.degrees latitude (g = 980.6199 gals.).
 KD0265
 KD0265.The modeled gravity was interpolated from observed gravity values.
 KD0265
 KD0265;                    North         East    Units  Estimated Accuracy
 KD0265;SPC MO C     -   438,580.      462,930.      MT  (+/- 180 meters Scaled)
 KD0265
 KD0265                          SUPERSEDED SURVEY CONTROL
 KD0265
 KD0265  NGVD 29 (??/??/92)  232.725  (m)          763.53   (f) ADJ UNCH    2 0
 KD0265
 KD0265.Superseded values are not recommended for survey control.
 KD0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0265.See file dsdata.txt to determine how the superseded data were derived.
 KD0265
 KD0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE057038(NAD 83)
 KD0265_MARKER: Q = CHISELED SQUARE
 KD0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0265_SP_SET: WALL
 KD0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0265
 KD0265  HISTORY     - Date     Condition        Report By
 KD0265  HISTORY     - UNK      MONUMENTED       USGS
 KD0265  HISTORY     - 1935     GOOD             NGS
 KD0265  HISTORY     - 1967     GOOD             NGS
 KD0265
 KD0265                          STATION DESCRIPTION
 KD0265
 KD0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0265'2.6 MI W FROM BUCKLIN.
 KD0265'2.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0265'FROM THE STATION AT BUCKLIN, LINN COUNTY, IN THE NORTHEAST
 KD0265'QUARTER OF SECTION 5, T. 57 N., R. 18 W., AT BRIDGE 96.41 OVER
 KD0265'SIGHTS BRANCH, ON THE EAST ABUTMENT OF THE EAST APPROACH, AND
 KD0265'ON TOP OF THE SOUTH END OF THE PARAPET WALL.  A CHISELED SQUARE.
 KD0265
 KD0265                          STATION RECOVERY (1967)
 KD0265
 KD0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1307 ***********************************************************************
 LF1307  DESIGNATION -  764
 LF1307  PID         -  LF1307
 LF1307  STATE/COUNTY-  MO/NODAWAY
 LF1307  USGS QUAD   -  BEDFORD SW (1980)
 LF1307
 LF1307                         *CURRENT SURVEY CONTROL
 LF1307  ___________________________________________________________________
 LF1307* NAD 83(1997)-  40 34 17.14877(N)    094 38 52.10060(W)     ADJUSTED  
 LF1307* NAVD 88     -       373.20   (+/-2cm)    1224.4    (feet)  VERTCON   
 LF1307  ___________________________________________________________________
 LF1307  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 LF1307  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LF1307
 LF1307  HORZ ORDER  -  SECOND
 LF1307  VERT ORDER  -  THIRD ? (See Below)
 LF1307
 LF1307.The horizontal coordinates were established by classical geodetic methods
 LF1307.and adjusted by the National Geodetic Survey in February 2000..
 LF1307
 LF1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1307.The vertical order pertains to the NGVD 29 superseded value.
 LF1307
 LF1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1307
 LF1307.The geoid height was determined by GEOID03.
 LF1307
 LF1307;                    North         East     Units Scale Factor Converg.
 LF1307;SPC MO W     -   488,926.358   837,484.872   MT  0.99994310   -0 05 46.1
 LF1307;UTM  15      - 4,492,488.212   360,520.266   MT  0.99983947   -1 04 18.8
 LF1307
 LF1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1307!SPC MO W     -   0.99994636  x   0.99994310  =   0.99988946
 LF1307!UTM  15      -   0.99994636  x   0.99983947  =   0.99978584
 LF1307
 LF1307                          SUPERSEDED SURVEY CONTROL
 LF1307
 LF1307  NAD 83(1997)-  40 34 17.14877(N)    094 38 52.10062(W) AD(       ) 2
 LF1307  NAD 83(1986)-  40 34 17.15034(N)    094 38 52.11697(W) AD(       ) 2
 LF1307  NAD 27      -  40 34 17.19200(N)    094 38 51.24300(W) AD(       ) 2
 LF1307  NGVD 29 (07/19/86)  373.10   (m)         1224.1    (f) LEVELING    3  
 LF1307
 LF1307.Superseded values are not recommended for survey control.
 LF1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1307.See file dsdata.txt to determine how the superseded data were derived.
 LF1307
 LF1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE6052092488(NAD 83)
 LF1307_MARKER: DB = BENCH MARK DISK
 LF1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1307_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LF1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1307+STABILITY: SURFACE MOTION
 LF1307
 LF1307  HISTORY     - Date     Condition        Report By
 LF1307  HISTORY     - 1934     MONUMENTED       MOGS
 LF1307
 LF1307                          STATION DESCRIPTION
 LF1307
 LF1307'DESCRIBED BY MISSOURI GEODETIC SURVEY 1934
 LF1307'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 246 AND
 LF1307'COUNTY ROUTE H AT THE POST OFFICE IN SHERIDAN, GO NORTH, WEST, AND
 LF1307'NORTH ON COUNTY ROUTE H FOR 4 MILES TO A CROSSROAD AT THE IOWA
 LF1307'STATE LINE.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.25
 LF1307'MILE TO THE STATION ON THE LEFT.
 LF1307'
 LF1307'U.S.G.S. BENCH MARK DISK IS A SET IN THE TOP OF A 5 INCH SQUARE
 LF1307'CONCRETE POST, STAMPED CWA 764 1934, AND PROJECTS 2 INCHES.  IT IS
 LF1307'97 FEET EAST-NORTHEAST OF A POWER POLE, 20 FEET SOUTH OF THE CENTER
 LF1307'OF THE ROAD, AND 2 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0322 ***********************************************************************
 HC0322  DESIGNATION -  765
 HC0322  PID         -  HC0322
 HC0322  STATE/COUNTY-  MO/ST FRANCOIS
 HC0322  USGS QUAD   -  FLAT RIVER (1982)
 HC0322
 HC0322                         *CURRENT SURVEY CONTROL
 HC0322  ___________________________________________________________________
 HC0322* NAD 83(1986)-  37 50 11.     (N)    090 31 52.     (W)     SCALED    
 HC0322* NAVD 88     -       233.243  (meters)     765.23   (feet)  ADJUSTED  
 HC0322  ___________________________________________________________________
 HC0322  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HC0322  DYNAMIC HT  -         233.076 (meters)     764.68  (feet)  COMP
 HC0322  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 HC0322
 HC0322  VERT ORDER  -  SECOND    CLASS 0
 HC0322
 HC0322.The horizontal coordinates were scaled from a topographic map and have
 HC0322.an estimated accuracy of +/- 6 seconds.
 HC0322
 HC0322.The orthometric height was determined by differential leveling
 HC0322.and adjusted by the National Geodetic Survey in June 1991..
 HC0322
 HC0322.The geoid height was determined by GEOID03.
 HC0322
 HC0322.The dynamic height is computed by dividing the NAVD 88
 HC0322.geopotential number by the normal gravity value computed on the
 HC0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0322.degrees latitude (g = 980.6199 gals.).
 HC0322
 HC0322.The modeled gravity was interpolated from observed gravity values.
 HC0322
 HC0322;                    North         East    Units  Estimated Accuracy
 HC0322;SPC MO E     -   222,270.      247,260.      MT  (+/- 180 meters Scaled)
 HC0322
 HC0322                          SUPERSEDED SURVEY CONTROL
 HC0322
 HC0322  NGVD 29 (??/??/92)  233.306  (m)          765.44   (f) ADJ UNCH    2 0
 HC0322
 HC0322.Superseded values are not recommended for survey control.
 HC0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0322.See file dsdata.txt to determine how the superseded data were derived.
 HC0322
 HC0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB172905(NAD 83)
 HC0322_MARKER: DD = SURVEY DISK
 HC0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0322_SP_SET: STONE
 HC0322_STAMPING: 765
 HC0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0322+STABILITY: SURFACE MOTION
 HC0322
 HC0322  HISTORY     - Date     Condition        Report By
 HC0322  HISTORY     - UNK      MONUMENTED       USGS
 HC0322  HISTORY     - 1934     GOOD             NGS
 HC0322  HISTORY     - 1985     MARK NOT FOUND   NGS
 HC0322
 HC0322                          STATION DESCRIPTION
 HC0322
 HC0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0322'AT ELVINS.
 HC0322'AT ELVINS, ST. FRANCOIS COUNTY, ON THE SOUTH SIDE OF THE FIRST
 HC0322'CROSS STREET SOUTH OF THE MISSOURI-ILLINOIS RAILROAD STATION,
 HC0322'ON THE WEST SIDE OF STATE HIGHWAY 32, 40 FEET WEST OF THE TRACK,
 HC0322'AT THE SOUTHEAST CORNER OF A BUILDING, AND IN THE EAST FACE OF
 HC0322'THE FOUNDATION STONE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HC0322'DISK, STAMPED 765 AND SET VERTICALLY.
 HC0322
 HC0322                          STATION RECOVERY (1985)
 HC0322
 HC0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HC0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0063 ***********************************************************************
 LE0063  DESIGNATION -  768
 LE0063  PID         -  LE0063
 LE0063  STATE/COUNTY-  MO/KNOX
 LE0063  USGS QUAD   -  GREENSBURG (1965)
 LE0063
 LE0063                         *CURRENT SURVEY CONTROL
 LE0063  ___________________________________________________________________
 LE0063* NAD 83(1986)-  40 16 16.     (N)    092 10 00.     (W)     SCALED    
 LE0063* NAVD 88     -       234.552  (meters)     769.53   (feet)  ADJUSTED  
 LE0063  ___________________________________________________________________
 LE0063  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LE0063  DYNAMIC HT  -         234.430 (meters)     769.13  (feet)  COMP
 LE0063  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 LE0063
 LE0063  VERT ORDER  -  SECOND    CLASS 0
 LE0063
 LE0063.The horizontal coordinates were scaled from a topographic map and have
 LE0063.an estimated accuracy of +/- 6 seconds.
 LE0063
 LE0063.The orthometric height was determined by differential leveling
 LE0063.and adjusted by the National Geodetic Survey in June 1991..
 LE0063
 LE0063.The geoid height was determined by GEOID03.
 LE0063
 LE0063.The dynamic height is computed by dividing the NAVD 88
 LE0063.geopotential number by the normal gravity value computed on the
 LE0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0063.degrees latitude (g = 980.6199 gals.).
 LE0063
 LE0063.The modeled gravity was interpolated from observed gravity values.
 LE0063
 LE0063;                    North         East    Units  Estimated Accuracy
 LE0063;SPC MO C     -   492,600.      528,350.      MT  (+/- 180 meters Scaled)
 LE0063
 LE0063                          SUPERSEDED SURVEY CONTROL
 LE0063
 LE0063  NGVD 29 (??/??/92)  234.581  (m)          769.62   (f) ADJ UNCH    2 0
 LE0063
 LE0063.Superseded values are not recommended for survey control.
 LE0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0063.See file dsdata.txt to determine how the superseded data were derived.
 LE0063
 LE0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE708581(NAD 83)
 LE0063_MARKER: B = BOLT
 LE0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0063+STABILITY: SURFACE MOTION
 LE0063
 LE0063  HISTORY     - Date     Condition        Report By
 LE0063  HISTORY     - UNK      MONUMENTED       ATSFRR
 LE0063  HISTORY     - 1935     GOOD             NGS
 LE0063  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0063
 LE0063                          STATION DESCRIPTION
 LE0063
 LE0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0063'2.8 MI E FROM BARING.
 LE0063'2.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LE0063'FROM THE STATION AT BARING, KNOX COUNTY, 6 POLES SOUTHWEST OF
 LE0063'BRIDGE 287 C, AT A PRIVATE ROAD CROSSING, 59 FEET NORTHWEST OF THE
 LE0063'CENTERLINE OF THE NORTHWEST TRACK, 12 FEET SOUTHWEST OF THE
 LE0063'CENTER OF A FARM GATE, 1.5 FEET SOUTH OF THE SOUTHWEST GATEPOST,
 LE0063'AND LEVEL WITH THE TRACK.  AN IRON BOLT, SET IN THE TOP OF A
 LE0063'CONCRETE POST.
 LE0063
 LE0063                          STATION RECOVERY (1967)
 LE0063
 LE0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0031 ***********************************************************************
 KD0031  DESIGNATION -  769
 KD0031  PID         -  KD0031
 KD0031  STATE/COUNTY-  MO/SHELBY
 KD0031  USGS QUAD   -  SHELBINA (1959)
 KD0031
 KD0031                         *CURRENT SURVEY CONTROL
 KD0031  ___________________________________________________________________
 KD0031* NAD 83(1986)-  39 41 36.     (N)    092 02 30.     (W)     SCALED    
 KD0031* NAVD 88     -       237.744  (meters)     780.00   (feet)  ADJUSTED  
 KD0031  ___________________________________________________________________
 KD0031  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KD0031  DYNAMIC HT  -         237.611 (meters)     779.56  (feet)  COMP
 KD0031  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 KD0031
 KD0031  VERT ORDER  -  SECOND    CLASS 0
 KD0031
 KD0031.The horizontal coordinates were scaled from a topographic map and have
 KD0031.an estimated accuracy of +/- 6 seconds.
 KD0031
 KD0031.The orthometric height was determined by differential leveling
 KD0031.and adjusted by the National Geodetic Survey in June 1991..
 KD0031
 KD0031.The geoid height was determined by GEOID03.
 KD0031
 KD0031.The dynamic height is computed by dividing the NAVD 88
 KD0031.geopotential number by the normal gravity value computed on the
 KD0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0031.degrees latitude (g = 980.6199 gals.).
 KD0031
 KD0031.The modeled gravity was interpolated from observed gravity values.
 KD0031
 KD0031;                    North         East    Units  Estimated Accuracy
 KD0031;SPC MO C     -   428,500.      539,310.      MT  (+/- 180 meters Scaled)
 KD0031
 KD0031                          SUPERSEDED SURVEY CONTROL
 KD0031
 KD0031  NGVD 29 (??/??/92)  237.765  (m)          780.07   (f) ADJ UNCH    2 0
 KD0031
 KD0031.Superseded values are not recommended for survey control.
 KD0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0031.See file dsdata.txt to determine how the superseded data were derived.
 KD0031
 KD0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD821941(NAD 83)
 KD0031_MARKER: P = PIPE CAP
 KD0031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0031_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0031_STAMPING: 769 ADJ 1905
 KD0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0031
 KD0031  HISTORY     - Date     Condition        Report By
 KD0031  HISTORY     - 1905     MONUMENTED       USGS
 KD0031  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0031
 KD0031                          STATION DESCRIPTION
 KD0031
 KD0031'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 KD0031'AT SHELBINA.
 KD0031'AT SHELBINA, SHELBY COUNTY, OPPOSITE THE WAVERLY HOTEL, 2 FEET
 KD0031'WEST OF A POINT 18 FEET SOUTH OF THE PUBLIC LIBRARY, AND 7 FEET
 KD0031'WEST OF A LARGE ELM TREE.  A UNITED STATES GEOLOGICAL SURVEY
 KD0031'STANDARD CAP, STAMPED 769 ADJ. 1905 AND RIVETED ON THE TOP OF
 KD0031'AN IRON PIPE.
 KD0031
 KD0031                          STATION RECOVERY (1967)
 KD0031
 KD0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0392 ***********************************************************************
 JE0392  DESIGNATION -  769
 JE0392  PID         -  JE0392
 JE0392  STATE/COUNTY-  MO/BATES
 JE0392  USGS QUAD   -  NEW HOME (1991)
 JE0392
 JE0392                         *CURRENT SURVEY CONTROL
 JE0392  ___________________________________________________________________
 JE0392* NAD 83(1986)-  38 12 18.     (N)    094 27 20.     (W)     SCALED    
 JE0392* NAVD 88     -       234.190  (meters)     768.34   (feet)  ADJUSTED  
 JE0392  ___________________________________________________________________
 JE0392  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JE0392  DYNAMIC HT  -         234.022 (meters)     767.79  (feet)  COMP
 JE0392  MODELED GRAV-     979,907.4   (mgal)                       NAVD 88
 JE0392
 JE0392  VERT ORDER  -  SECOND    CLASS 0
 JE0392
 JE0392.The horizontal coordinates were scaled from a topographic map and have
 JE0392.an estimated accuracy of +/- 6 seconds.
 JE0392
 JE0392.The orthometric height was determined by differential leveling
 JE0392.and adjusted by the National Geodetic Survey in June 1991..
 JE0392
 JE0392.The geoid height was determined by GEOID03.
 JE0392
 JE0392.The dynamic height is computed by dividing the NAVD 88
 JE0392.geopotential number by the normal gravity value computed on the
 JE0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0392.degrees latitude (g = 980.6199 gals.).
 JE0392
 JE0392.The modeled gravity was interpolated from observed gravity values.
 JE0392
 JE0392;                    North         East    Units  Estimated Accuracy
 JE0392;SPC MO W     -   226,200.      853,890.      MT  (+/- 180 meters Scaled)
 JE0392
 JE0392                          SUPERSEDED SURVEY CONTROL
 JE0392
 JE0392  NGVD 29 (??/??/92)  234.065  (m)          767.93   (f) ADJ UNCH    2 0
 JE0392
 JE0392.Superseded values are not recommended for survey control.
 JE0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0392.See file dsdata.txt to determine how the superseded data were derived.
 JE0392
 JE0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC725295(NAD 83)
 JE0392_MARKER: DD = SURVEY DISK
 JE0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0392_STAMPING: CWA 769 433 1934
 JE0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0392+STABILITY: SURFACE MOTION
 JE0392
 JE0392  HISTORY     - Date     Condition        Report By
 JE0392  HISTORY     - 1934     MONUMENTED       USGS
 JE0392  HISTORY     - 1963     GOOD             NGS
 JE0392
 JE0392                          STATION DESCRIPTION
 JE0392
 JE0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0392'5.8 MI NE FROM FOSTER.
 JE0392'ABOUT 0.1 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE
 JE0392'AT FLORENCE, THENCE 0.35 MILE NORTH ALONG STATE ROAD U, THENCE
 JE0392'2.95 MILES NORTHEAST ALONG A WINDING DIRT ROAD, THENCE 2.4
 JE0392'MILES NORTHEAST ALONG A GRAVELED ROAD, AT A JUNCTION WITH A
 JE0392'ROAD LEADING NORTH, 45 FEET NORTH OF THE CENTER LINE OF THE
 JE0392'ROAD, 24 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 JE0392'NORTH, 3 FEET WEST OF A FENCE, 0.5 FOOT WEST OF A METAL WITNESS
 JE0392'POST ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A CONCRETE
 JE0392'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0193 ***********************************************************************
 JD0193  DESIGNATION -  769.4
 JD0193  PID         -  JD0193
 JD0193  STATE/COUNTY-  MO/CAMDEN
 JD0193  USGS QUAD   -  CAMDENTON (1983)
 JD0193
 JD0193                         *CURRENT SURVEY CONTROL
 JD0193  ___________________________________________________________________
 JD0193* NAD 83(1986)-  38 01 26.     (N)    092 42 53.     (W)     SCALED    
 JD0193* NAVD 88     -       234.585  (meters)     769.63   (feet)  ADJUSTED  
 JD0193  ___________________________________________________________________
 JD0193  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JD0193  DYNAMIC HT  -         234.413 (meters)     769.07  (feet)  COMP
 JD0193  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 JD0193
 JD0193  VERT ORDER  -  SECOND    CLASS 0
 JD0193
 JD0193.The horizontal coordinates were scaled from a topographic map and have
 JD0193.an estimated accuracy of +/- 6 seconds.
 JD0193
 JD0193.The orthometric height was determined by differential leveling
 JD0193.and adjusted by the National Geodetic Survey in June 1991..
 JD0193
 JD0193.The geoid height was determined by GEOID03.
 JD0193
 JD0193.The dynamic height is computed by dividing the NAVD 88
 JD0193.geopotential number by the normal gravity value computed on the
 JD0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0193.degrees latitude (g = 980.6199 gals.).
 JD0193
 JD0193.The modeled gravity was interpolated from observed gravity values.
 JD0193
 JD0193;                    North         East    Units  Estimated Accuracy
 JD0193;SPC MO C     -   243,110.      481,150.      MT  (+/- 180 meters Scaled)
 JD0193
 JD0193                          SUPERSEDED SURVEY CONTROL
 JD0193
 JD0193  NGVD 29 (??/??/92)  234.492  (m)          769.33   (f) ADJ UNCH    2 0
 JD0193
 JD0193.Superseded values are not recommended for survey control.
 JD0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0193.See file dsdata.txt to determine how the superseded data were derived.
 JD0193
 JD0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC250085(NAD 83)
 JD0193_MARKER: Q = CHISELED SQUARE
 JD0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0193_SP_SET: CULVERT
 JD0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0193
 JD0193  HISTORY     - Date     Condition        Report By
 JD0193  HISTORY     - UNK      MONUMENTED       USGS
 JD0193  HISTORY     - 1934     GOOD             NGS
 JD0193
 JD0193                          STATION DESCRIPTION
 JD0193
 JD0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0193'1 MI S FROM LINN CREEK.
 JD0193'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 54 FROM LINN CREEK, IN
 JD0193'THE SOUTHEAST ANGLE OF THE JUNCTION OF A ROAD LEADING SOUTHEAST
 JD0193'AND ON THE TOP OF THE HEADWALL OF A CONCRETE CULVERT.  A CHISELED
 JD0193'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0019 ***********************************************************************
 HD0019  DESIGNATION -  77 M
 HD0019  PID         -  HD0019
 HD0019  STATE/COUNTY-  MO/TEXAS
 HD0019  USGS QUAD   -  WINNIPEG (1976)
 HD0019
 HD0019                         *CURRENT SURVEY CONTROL
 HD0019  ___________________________________________________________________
 HD0019* NAD 83(1986)-  37 32 16.     (N)    092 15 02.     (W)     SCALED    
 HD0019* NAVD 88     -       349.332  (meters)    1146.10   (feet)  ADJUSTED  
 HD0019  ___________________________________________________________________
 HD0019  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 HD0019  DYNAMIC HT  -         349.055 (meters)    1145.19  (feet)  COMP
 HD0019  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 HD0019
 HD0019  VERT ORDER  -  SECOND    CLASS 0
 HD0019
 HD0019.The horizontal coordinates were scaled from a topographic map and have
 HD0019.an estimated accuracy of +/- 6 seconds.
 HD0019
 HD0019.The orthometric height was determined by differential leveling
 HD0019.and adjusted by the National Geodetic Survey in June 1991..
 HD0019
 HD0019.The geoid height was determined by GEOID03.
 HD0019
 HD0019.The dynamic height is computed by dividing the NAVD 88
 HD0019.geopotential number by the normal gravity value computed on the
 HD0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0019.degrees latitude (g = 980.6199 gals.).
 HD0019
 HD0019.The modeled gravity was interpolated from observed gravity values.
 HD0019
 HD0019;                    North         East    Units  Estimated Accuracy
 HD0019;SPC MO C     -   189,160.      522,050.      MT  (+/- 180 meters Scaled)
 HD0019
 HD0019                          SUPERSEDED SURVEY CONTROL
 HD0019
 HD0019  NGVD 29 (??/??/92)  349.221  (m)         1145.74   (f) ADJ UNCH    2 0
 HD0019
 HD0019.Superseded values are not recommended for survey control.
 HD0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0019.See file dsdata.txt to determine how the superseded data were derived.
 HD0019
 HD0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB662547(NAD 83)
 HD0019_MARKER: DB = BENCH MARK DISK
 HD0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0019_STAMPING: 77 M 1931
 HD0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0019+STABILITY: SURFACE MOTION
 HD0019
 HD0019  HISTORY     - Date     Condition        Report By
 HD0019  HISTORY     - 1931     MONUMENTED       USGS
 HD0019
 HD0019                          STATION DESCRIPTION
 HD0019
 HD0019'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HD0019'3.7 MI NW FROM PLATO.
 HD0019'3.7 MILES NORTHWEST ALONG OLD COUNTY ROAD D FROM PLATO, TEXAS
 HD0019'COUNTY, 425 FEET SOUTH OF THE QUARTER CORNER BETWEEN SECTIONS
 HD0019'27 AND 28, T 33 N, R 12 W, AT THE LACLEDE-TEXAS COUNTY LINE, AT
 HD0019'THE JUNCTION OF A ROAD LEADING NORTH, 20 FEET EAST OF THE
 HD0019'CENTERLINE OF THE SIDE ROAD, 10 FEET NORTH OF THE CENTERLINE OF
 HD0019'THE COUNTY ROAD, AND 20 FEET SOUTH OF THE F.L. COOK MAILBOX IN
 HD0019'1935.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 77 M
 HD0019'1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0288 ***********************************************************************
 JD0288  DESIGNATION -  770
 JD0288  PID         -  JD0288
 JD0288  STATE/COUNTY-  MO/MILLER
 JD0288  USGS QUAD   -  OLEAN (1980)
 JD0288
 JD0288                         *CURRENT SURVEY CONTROL
 JD0288  ___________________________________________________________________
 JD0288* NAD 83(1986)-  38 24 39.     (N)    092 31 45.     (W)     SCALED    
 JD0288* NAVD 88     -       234.511  (meters)     769.39   (feet)  ADJUSTED  
 JD0288  ___________________________________________________________________
 JD0288  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JD0288  DYNAMIC HT  -         234.348 (meters)     768.86  (feet)  COMP
 JD0288  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 JD0288
 JD0288  VERT ORDER  -  SECOND    CLASS 0
 JD0288
 JD0288.The horizontal coordinates were scaled from a topographic map and have
 JD0288.an estimated accuracy of +/- 6 seconds.
 JD0288
 JD0288.The orthometric height was determined by differential leveling
 JD0288.and adjusted by the National Geodetic Survey in June 1991..
 JD0288
 JD0288.The geoid height was determined by GEOID03.
 JD0288
 JD0288.The dynamic height is computed by dividing the NAVD 88
 JD0288.geopotential number by the normal gravity value computed on the
 JD0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0288.degrees latitude (g = 980.6199 gals.).
 JD0288
 JD0288.The modeled gravity was interpolated from observed gravity values.
 JD0288
 JD0288;                    North         East    Units  Estimated Accuracy
 JD0288;SPC MO C     -   286,030.      497,450.      MT  (+/- 180 meters Scaled)
 JD0288
 JD0288                          SUPERSEDED SURVEY CONTROL
 JD0288
 JD0288  NGVD 29 (??/??/92)  234.466  (m)          769.24   (f) ADJ UNCH    2 0
 JD0288
 JD0288.Superseded values are not recommended for survey control.
 JD0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0288.See file dsdata.txt to determine how the superseded data were derived.
 JD0288
 JD0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC411515(NAD 83)
 JD0288_MARKER: DD = SURVEY DISK
 JD0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0288_SP_SET: BUILDING
 JD0288_STAMPING: 770 USGS
 JD0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0288
 JD0288  HISTORY     - Date     Condition        Report By
 JD0288  HISTORY     - UNK      MONUMENTED       USGS
 JD0288  HISTORY     - 1935     GOOD             NGS
 JD0288
 JD0288                          STATION DESCRIPTION
 JD0288
 JD0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD0288'0.3 MI N FROM OLEAN.
 JD0288'0.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0288'STATION AT OLEAN, AND IN THE BRICK FRONT OF DR. ALLEES DRUG
 JD0288'STORE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JD0288'770 USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0039 ***********************************************************************
 KD0039  DESIGNATION -  774
 KD0039  PID         -  KD0039
 KD0039  STATE/COUNTY-  MO/SHELBY
 KD0039  USGS QUAD   -  SHELBYVILLE (1964)
 KD0039
 KD0039                         *CURRENT SURVEY CONTROL
 KD0039  ___________________________________________________________________
 KD0039* NAD 83(1986)-  39 48 21.     (N)    092 02 27.     (W)     SCALED    
 KD0039* NAVD 88     -       236.019  (meters)     774.34   (feet)  ADJUSTED  
 KD0039  ___________________________________________________________________
 KD0039  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD0039  DYNAMIC HT  -         235.890 (meters)     773.92  (feet)  COMP
 KD0039  MODELED GRAV-     980,077.0   (mgal)                       NAVD 88
 KD0039
 KD0039  VERT ORDER  -  SECOND    CLASS 0
 KD0039
 KD0039.The horizontal coordinates were scaled from a topographic map and have
 KD0039.an estimated accuracy of +/- 6 seconds.
 KD0039
 KD0039.The orthometric height was determined by differential leveling
 KD0039.and adjusted by the National Geodetic Survey in June 1991..
 KD0039
 KD0039.The geoid height was determined by GEOID03.
 KD0039
 KD0039.The dynamic height is computed by dividing the NAVD 88
 KD0039.geopotential number by the normal gravity value computed on the
 KD0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0039.degrees latitude (g = 980.6199 gals.).
 KD0039
 KD0039.The modeled gravity was interpolated from observed gravity values.
 KD0039
 KD0039;                    North         East    Units  Estimated Accuracy
 KD0039;SPC MO C     -   440,990.      539,320.      MT  (+/- 180 meters Scaled)
 KD0039
 KD0039                          SUPERSEDED SURVEY CONTROL
 KD0039
 KD0039  NGVD 29 (??/??/92)  236.046  (m)          774.43   (f) ADJ UNCH    2 0
 KD0039
 KD0039.Superseded values are not recommended for survey control.
 KD0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0039.See file dsdata.txt to determine how the superseded data were derived.
 KD0039
 KD0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE821066(NAD 83)
 KD0039_MARKER: DD = SURVEY DISK
 KD0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0039_SP_SET: WALL
 KD0039_STAMPING: 774 ADJ 1905
 KD0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0039
 KD0039  HISTORY     - Date     Condition        Report By
 KD0039  HISTORY     - 1905     MONUMENTED       USGS
 KD0039  HISTORY     - 1967     GOOD             NGS
 KD0039
 KD0039                          STATION DESCRIPTION
 KD0039
 KD0039'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 KD0039'AT SHELBYVILLE.
 KD0039'AT SHELBYVILLE, SHELBY COUNTY, IN THE STONE FOUNDATION WALL OF THE
 KD0039'COUNTY COURTHOUSE, AND 2 FEET EAST OF THE SOUTH ENTRANCE.  A UNITED
 KD0039'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 774 ADJ. 1905 AND
 KD0039'SET VERTICALLY.
 KD0039
 KD0039                          STATION RECOVERY (1967)
 KD0039
 KD0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0487 ***********************************************************************
 KC0487  DESIGNATION -  776.52
 KC0487  PID         -  KC0487
 KC0487  STATE/COUNTY-  MO/AUDRAIN
 KC0487  USGS QUAD   -  MEXICO EAST (1984)
 KC0487
 KC0487                         *CURRENT SURVEY CONTROL
 KC0487  ___________________________________________________________________
 KC0487* NAD 83(1986)-  39 12 54.     (N)    091 51 08.     (W)     SCALED    
 KC0487* NAVD 88     -       236.889  (meters)     777.19   (feet)  ADJUSTED  
 KC0487  ___________________________________________________________________
 KC0487  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0487  DYNAMIC HT  -         236.744 (meters)     776.72  (feet)  COMP
 KC0487  MODELED GRAV-     980,008.4   (mgal)                       NAVD 88
 KC0487
 KC0487  VERT ORDER  -  SECOND    CLASS 0
 KC0487
 KC0487.The horizontal coordinates were scaled from a topographic map and have
 KC0487.an estimated accuracy of +/- 6 seconds.
 KC0487
 KC0487.The orthometric height was determined by differential leveling
 KC0487.and adjusted by the National Geodetic Survey in June 1991..
 KC0487
 KC0487.The geoid height was determined by GEOID03.
 KC0487
 KC0487.The dynamic height is computed by dividing the NAVD 88
 KC0487.geopotential number by the normal gravity value computed on the
 KC0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0487.degrees latitude (g = 980.6199 gals.).
 KC0487
 KC0487.The modeled gravity was interpolated from observed gravity values.
 KC0487
 KC0487;                    North         East    Units  Estimated Accuracy
 KC0487;SPC MO C     -   375,500.      555,940.      MT  (+/- 180 meters Scaled)
 KC0487
 KC0487                          SUPERSEDED SURVEY CONTROL
 KC0487
 KC0487  NGVD 29 (??/??/92)  236.890  (m)          777.20   (f) ADJ UNCH    2 0
 KC0487
 KC0487.Superseded values are not recommended for survey control.
 KC0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0487.See file dsdata.txt to determine how the superseded data were derived.
 KC0487
 KC0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD990412(NAD 83)
 KC0487_MARKER: Q = CHISELED SQUARE
 KC0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0487_SP_SET: CULVERT
 KC0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0487
 KC0487  HISTORY     - Date     Condition        Report By
 KC0487  HISTORY     - UNK      MONUMENTED       USGS
 KC0487  HISTORY     - 1935     GOOD             NGS
 KC0487
 KC0487                          STATION DESCRIPTION
 KC0487
 KC0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0487'3.5 MI N FROM MEXICO.
 KC0487'3.5 MILES NORTH ALONG ROADS FROM THE COUNTY COURTHOUSE AT MEXICO,
 KC0487'AUDRAIN COUNTY, THENCE 1.0 MILE EAST, THE NORTHWEST QUARTER OF
 KC0487'SECTION 7, T 51 N, R 8 W, AT A CONCRETE CULVERT, ON THE CENTER
 KC0487'OF THE TOP OF THE EAST HEADWALL, AND 9 FEET EAST OF THE CENTERLINE
 KC0487'OF THE ROAD.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0027 ***********************************************************************
 JD0027  DESIGNATION -  779.32
 JD0027  PID         -  JD0027
 JD0027  STATE/COUNTY-  MO/BOONE
 JD0027  USGS QUAD   -  HUNTSDALE (1985)
 JD0027
 JD0027                         *CURRENT SURVEY CONTROL
 JD0027  ___________________________________________________________________
 JD0027* NAD 83(1986)-  38 59 19.     (N)    092 27 55.     (W)     SCALED    
 JD0027* NAVD 88     -       237.789  (meters)     780.15   (feet)  ADJUSTED  
 JD0027  ___________________________________________________________________
 JD0027  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JD0027  DYNAMIC HT  -         237.634 (meters)     779.64  (feet)  COMP
 JD0027  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 JD0027
 JD0027  VERT ORDER  -  SECOND    CLASS 0
 JD0027
 JD0027.The horizontal coordinates were scaled from a topographic map and have
 JD0027.an estimated accuracy of +/- 6 seconds.
 JD0027
 JD0027.The orthometric height was determined by differential leveling
 JD0027.and adjusted by the National Geodetic Survey in June 1991..
 JD0027
 JD0027.The geoid height was determined by GEOID03.
 JD0027
 JD0027.The dynamic height is computed by dividing the NAVD 88
 JD0027.geopotential number by the normal gravity value computed on the
 JD0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0027.degrees latitude (g = 980.6199 gals.).
 JD0027
 JD0027.The modeled gravity was interpolated from observed gravity values.
 JD0027
 JD0027;                    North         East    Units  Estimated Accuracy
 JD0027;SPC MO C     -   350,170.      503,010.      MT  (+/- 180 meters Scaled)
 JD0027
 JD0027                          SUPERSEDED SURVEY CONTROL
 JD0027
 JD0027  NGVD 29 (??/??/92)  237.763  (m)          780.06   (f) ADJ UNCH    2 0
 JD0027
 JD0027.Superseded values are not recommended for survey control.
 JD0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0027.See file dsdata.txt to determine how the superseded data were derived.
 JD0027
 JD0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD463156(NAD 83)
 JD0027_MARKER: Q = CHISELED SQUARE
 JD0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0027_SP_SET: CULVERT
 JD0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0027
 JD0027  HISTORY     - Date     Condition        Report By
 JD0027  HISTORY     - 1891     MONUMENTED       USGS
 JD0027  HISTORY     - 1935     GOOD             NGS
 JD0027
 JD0027                          STATION DESCRIPTION
 JD0027
 JD0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD0027'1 MI N FROM MIDWAY.
 JD0027'1.0 MILE ALONG U.S. HIGHWAY 40 FROM MIDWAY, BOONE COUNTY, 20 FEET
 JD0027'NORTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF THE
 JD0027'SOUTH END OF A SIDEWALK OPPOSITE THE R.S. WILTHRITE HOUSE, AT A
 JD0027'CULVERT, AND ON THE TOP OF THE WEST CONCRETE HEAD WALL.  A
 JD0027'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0013 ***********************************************************************
 HD0013  DESIGNATION -  78 M
 HD0013  PID         -  HD0013
 HD0013  STATE/COUNTY-  MO/LACLEDE
 HD0013  USGS QUAD   -  WINNIPEG (1976)
 HD0013
 HD0013                         *CURRENT SURVEY CONTROL
 HD0013  ___________________________________________________________________
 HD0013* NAD 83(1986)-  37 32 33.     (N)    092 18 07.     (W)     SCALED    
 HD0013* NAVD 88     -       371.184  (meters)    1217.79   (feet)  ADJUSTED  
 HD0013  ___________________________________________________________________
 HD0013  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 HD0013  DYNAMIC HT  -         370.887 (meters)    1216.82  (feet)  COMP
 HD0013  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 HD0013
 HD0013  VERT ORDER  -  SECOND    CLASS 0
 HD0013
 HD0013.The horizontal coordinates were scaled from a topographic map and have
 HD0013.an estimated accuracy of +/- 6 seconds.
 HD0013
 HD0013.The orthometric height was determined by differential leveling
 HD0013.and adjusted by the National Geodetic Survey in June 1991..
 HD0013
 HD0013.The geoid height was determined by GEOID03.
 HD0013
 HD0013.The dynamic height is computed by dividing the NAVD 88
 HD0013.geopotential number by the normal gravity value computed on the
 HD0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0013.degrees latitude (g = 980.6199 gals.).
 HD0013
 HD0013.The modeled gravity was interpolated from observed gravity values.
 HD0013
 HD0013;                    North         East    Units  Estimated Accuracy
 HD0013;SPC MO C     -   189,680.      517,500.      MT  (+/- 180 meters Scaled)
 HD0013
 HD0013                          SUPERSEDED SURVEY CONTROL
 HD0013
 HD0013  NGVD 29 (??/??/92)  371.069  (m)         1217.42   (f) ADJ UNCH    2 0
 HD0013
 HD0013.Superseded values are not recommended for survey control.
 HD0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0013.See file dsdata.txt to determine how the superseded data were derived.
 HD0013
 HD0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB616552(NAD 83)
 HD0013_MARKER: DD = SURVEY DISK
 HD0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0013_STAMPING: 1217.5 78 M
 HD0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0013+STABILITY: SURFACE MOTION
 HD0013
 HD0013  HISTORY     - Date     Condition        Report By
 HD0013  HISTORY     - 1931     MONUMENTED       USGS
 HD0013
 HD0013                          STATION DESCRIPTION
 HD0013
 HD0013'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HD0013'2.7 MI SE FROM NEBO.
 HD0013'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 HD0013'AT NEBO, LACLEDE COUNTY, 0.5 MILE NORTHWEST OF SUCCESS SCHOOL,
 HD0013'IN THE NORTHWEST QUARTER OF SECTION 30, T 33 N, R 12 W, AT A
 HD0013'ROAD INTERSECTION, 112 FEET NORTH OF THE CENTERLINE OF THE
 HD0013'ROAD, 16 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, NEAR A
 HD0013'TURN IN THE ROAD, AND 10 FEET SOUTH OF A FENCE CORNER.  A U.S.
 HD0013'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1217.5 78 M 1931 AND
 HD0013'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0991 ***********************************************************************
 JC0991  DESIGNATION -  78=23/1 CAP
 JC0991  PID         -  JC0991
 JC0991  STATE/COUNTY-  MO/GASCONADE
 JC0991  USGS QUAD   -  GASCONADE (1974)
 JC0991
 JC0991                         *CURRENT SURVEY CONTROL
 JC0991  ___________________________________________________________________
 JC0991* NAD 83(1986)-  38 40 31.     (N)    091 35 08.     (W)     SCALED    
 JC0991* NAVD 88     -       161.710  (meters)     530.54   (feet)  POSTED    
 JC0991  ___________________________________________________________________
 JC0991  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JC0991  DYNAMIC HT  -         161.600 (meters)     530.18  (feet)  COMP
 JC0991  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 JC0991
 JC0991  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JC0991
 JC0991.The horizontal coordinates were scaled from a topographic map and have
 JC0991.an estimated accuracy of +/- 6 seconds.
 JC0991
 JC0991.The orthometric height was determined by differential leveling
 JC0991.and adjusted by the National Geodetic Survey in 1992..
 JC0991.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JC0991.rate of 0.0 thru 1.0 mm/km.
 JC0991
 JC0991.The geoid height was determined by GEOID03.
 JC0991
 JC0991.The dynamic height is computed by dividing the NAVD 88
 JC0991.geopotential number by the normal gravity value computed on the
 JC0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0991.degrees latitude (g = 980.6199 gals.).
 JC0991
 JC0991.The modeled gravity was interpolated from observed gravity values.
 JC0991
 JC0991;                    North         East    Units  Estimated Accuracy
 JC0991;SPC MO E     -   315,940.      155,540.      MT  (+/- 180 meters Scaled)
 JC0991
 JC0991                          SUPERSEDED SURVEY CONTROL
 JC0991
 JC0991  NGVD 29 (??/??/92)  161.731  (m)          530.61   (f) ADJ UNCH    1 2
 JC0991
 JC0991.Superseded values are not recommended for survey control.
 JC0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0991.See file dsdata.txt to determine how the superseded data were derived.
 JC0991
 JC0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC230816(NAD 83)
 JC0991_MARKER: B = BOLT
 JC0991_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0991_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0991
 JC0991  HISTORY     - Date     Condition        Report By
 JC0991  HISTORY     - UNK      MONUMENTED       MORC
 JC0991  HISTORY     - 1946     GOOD             NGS
 JC0991  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0991
 JC0991                          STATION DESCRIPTION
 JC0991
 JC0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0991'1.7 MI W FROM GASCONADE.
 JC0991'ABOUT 1-5/8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0991'GASCONADE, GASCONADE COUNTY, ABOUT 50 YARDS SOUTH OF THE TRACK,
 JC0991'DIRECTLY SOUTH OF POLE 90+9, ABOUT 50 YARDS WEST OF A SMALL STREAM,
 JC0991'ABOUT 40 YARDS EAST OF THE FOOT OF A BLUFF, 48 FEET NORTH OF
 JC0991'THE NORTHWEST CORNER OF A 1-STORY FRAME HOUSE, INSIDE THE NORTHWEST
 JC0991'CORNER OF A PICKET FENCE AROUND THE YARD, AT THE EDGE OF A 4-FOOT
 JC0991'BANK ALONG THE NORTH EDGE OF THE YARD, 15 FEET NORTH OF AN 8-INCH
 JC0991'SPRUCE TREE, AND ABOUT 6 FEET HIGHER THAN THE TRACK.  A COPPER BOLT
 JC0991'LEADED IN THE TOP OF A STONE 18 INCHES SQUARE AND SET ABOUT 3 FEET
 JC0991'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 JC0991'ABOUT 1 FOOT ABOVE GROUND AND BEARING A MISSOURI RIVER COMMISSION
 JC0991'STANDARD CAP.  (160.440
 JC0991
 JC0991                          STATION RECOVERY (1986)
 JC0991
 JC0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0271 ***********************************************************************
 KD0271  DESIGNATION -  783.19
 KD0271  PID         -  KD0271
 KD0271  STATE/COUNTY-  MO/MACON
 KD0271  USGS QUAD   -  NEW CAMBRIA WEST (1978)
 KD0271
 KD0271                         *CURRENT SURVEY CONTROL
 KD0271  ___________________________________________________________________
 KD0271* NAD 83(1986)-  39 46 12.     (N)    092 48 02.     (W)     SCALED    
 KD0271* NAVD 88     -       238.721  (meters)     783.20   (feet)  ADJUSTED  
 KD0271  ___________________________________________________________________
 KD0271  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KD0271  DYNAMIC HT  -         238.588 (meters)     782.77  (feet)  COMP
 KD0271  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KD0271
 KD0271  VERT ORDER  -  SECOND    CLASS 0
 KD0271
 KD0271.The horizontal coordinates were scaled from a topographic map and have
 KD0271.an estimated accuracy of +/- 6 seconds.
 KD0271
 KD0271.The orthometric height was determined by differential leveling
 KD0271.and adjusted by the National Geodetic Survey in June 1991..
 KD0271
 KD0271.The geoid height was determined by GEOID03.
 KD0271
 KD0271.The dynamic height is computed by dividing the NAVD 88
 KD0271.geopotential number by the normal gravity value computed on the
 KD0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0271.degrees latitude (g = 980.6199 gals.).
 KD0271
 KD0271.The modeled gravity was interpolated from observed gravity values.
 KD0271
 KD0271;                    North         East    Units  Estimated Accuracy
 KD0271;SPC MO C     -   436,960.      474,250.      MT  (+/- 180 meters Scaled)
 KD0271
 KD0271                          SUPERSEDED SURVEY CONTROL
 KD0271
 KD0271  NGVD 29 (??/??/92)  238.701  (m)          783.14   (f) ADJ UNCH    2 0
 KD0271
 KD0271.Superseded values are not recommended for survey control.
 KD0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0271.See file dsdata.txt to determine how the superseded data were derived.
 KD0271
 KD0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE170022(NAD 83)
 KD0271_MARKER: Q = CHISELED SQUARE
 KD0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0271_SP_SET: BRIDGE
 KD0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0271
 KD0271  HISTORY     - Date     Condition        Report By
 KD0271  HISTORY     - UNK      MONUMENTED       USGS
 KD0271  HISTORY     - 1935     GOOD             NGS
 KD0271  HISTORY     - 1967     MARK NOT FOUND   USGS
 KD0271
 KD0271                          STATION DESCRIPTION
 KD0271
 KD0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0271'2.9 MI W FROM NEW CAMBRIA.
 KD0271'2.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KD0271'RAILROAD FROM THE STATION AT NEW CAMBRIA, MACON COUNTY, IN
 KD0271'THE NORTHWEST CORNER OF SECTION 10, T. 57 N., R. 17 W., ON
 KD0271'THE EAST ABUTMENT OF BRIDGE 88.89 OVER BRUSH CREEK, ON TOP OF
 KD0271'THE SOUTH RETAINING WALL, AND 4 FEET EAST OF THE SOUTH END OF
 KD0271'THE PARAPET WALL.  A CHISELED SQUARE.
 KD0271
 KD0271                          STATION RECOVERY (1967)
 KD0271
 KD0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KD0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0488 ***********************************************************************
 KC0488  DESIGNATION -  783.42
 KC0488  PID         -  KC0488
 KC0488  STATE/COUNTY-  MO/AUDRAIN
 KC0488  USGS QUAD   -  MEXICO EAST (1984)
 KC0488
 KC0488                         *CURRENT SURVEY CONTROL
 KC0488  ___________________________________________________________________
 KC0488* NAD 83(1986)-  39 13 25.     (N)    091 50 46.     (W)     SCALED    
 KC0488* NAVD 88     -       238.999  (meters)     784.12   (feet)  ADJUSTED  
 KC0488  ___________________________________________________________________
 KC0488  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KC0488  DYNAMIC HT  -         238.852 (meters)     783.63  (feet)  COMP
 KC0488  MODELED GRAV-     980,009.8   (mgal)                       NAVD 88
 KC0488
 KC0488  VERT ORDER  -  SECOND    CLASS 0
 KC0488
 KC0488.The horizontal coordinates were scaled from a topographic map and have
 KC0488.an estimated accuracy of +/- 6 seconds.
 KC0488
 KC0488.The orthometric height was determined by differential leveling
 KC0488.and adjusted by the National Geodetic Survey in June 1991..
 KC0488
 KC0488.The geoid height was determined by GEOID03.
 KC0488
 KC0488.The dynamic height is computed by dividing the NAVD 88
 KC0488.geopotential number by the normal gravity value computed on the
 KC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0488.degrees latitude (g = 980.6199 gals.).
 KC0488
 KC0488.The modeled gravity was interpolated from observed gravity values.
 KC0488
 KC0488;                    North         East    Units  Estimated Accuracy
 KC0488;SPC MO C     -   376,460.      556,460.      MT  (+/- 180 meters Scaled)
 KC0488
 KC0488                          SUPERSEDED SURVEY CONTROL
 KC0488
 KC0488  NGVD 29 (??/??/92)  238.999  (m)          784.12   (f) ADJ UNCH    2 0
 KC0488
 KC0488.Superseded values are not recommended for survey control.
 KC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0488.See file dsdata.txt to determine how the superseded data were derived.
 KC0488
 KC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD996422(NAD 83)
 KC0488_MARKER: Q = CHISELED SQUARE
 KC0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0488_SP_SET: CULVERT
 KC0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0488
 KC0488  HISTORY     - Date     Condition        Report By
 KC0488  HISTORY     - UNK      MONUMENTED       USGS
 KC0488  HISTORY     - 1935     GOOD             NGS
 KC0488
 KC0488                          STATION DESCRIPTION
 KC0488
 KC0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0488'3.5 MI N FROM MEXICO.
 KC0488'3.5 MILES NORTH ALONG ROADS FROM THE COUNTY COURTHOUSE AT MEXICO,
 KC0488'AUDRAIN COUNTY, THENCE 1.0 MILE EAST AND 0.1 MILE NORTH, IN THE
 KC0488'SOUTHWEST QUARTER OF SECTION 6, T 51 N, R 8 W, 600 FEET NORTH
 KC0488'OF THE JUNCTION OF A T-ROAD LEADING EAST, AT A CONCRETE CULVERT,
 KC0488'ON THE TOP OF THE EAST HEADWALL, AND 9 FEET EAST OF THE ROAD.
 KC0488'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0010 ***********************************************************************
 HD0010  DESIGNATION -  79 M
 HD0010  PID         -  HD0010
 HD0010  STATE/COUNTY-  MO/LACLEDE
 HD0010  USGS QUAD   -  WINNIPEG (1976)
 HD0010
 HD0010                         *CURRENT SURVEY CONTROL
 HD0010  ___________________________________________________________________
 HD0010* NAD 83(1986)-  37 34 15.     (N)    092 19 59.     (W)     SCALED    
 HD0010* NAVD 88     -       303.259  (meters)     994.94   (feet)  ADJUSTED  
 HD0010  ___________________________________________________________________
 HD0010  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 HD0010  DYNAMIC HT  -         303.019 (meters)     994.15  (feet)  COMP
 HD0010  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 HD0010
 HD0010  VERT ORDER  -  SECOND    CLASS 0
 HD0010
 HD0010.The horizontal coordinates were scaled from a topographic map and have
 HD0010.an estimated accuracy of +/- 6 seconds.
 HD0010
 HD0010.The orthometric height was determined by differential leveling
 HD0010.and adjusted by the National Geodetic Survey in June 1991..
 HD0010
 HD0010.The geoid height was determined by GEOID03.
 HD0010
 HD0010.The dynamic height is computed by dividing the NAVD 88
 HD0010.geopotential number by the normal gravity value computed on the
 HD0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0010.degrees latitude (g = 980.6199 gals.).
 HD0010
 HD0010.The modeled gravity was interpolated from observed gravity values.
 HD0010
 HD0010;                    North         East    Units  Estimated Accuracy
 HD0010;SPC MO C     -   192,810.      514,750.      MT  (+/- 180 meters Scaled)
 HD0010
 HD0010                          SUPERSEDED SURVEY CONTROL
 HD0010
 HD0010  NGVD 29 (??/??/92)  303.147  (m)          994.57   (f) ADJ UNCH    2 0
 HD0010
 HD0010.Superseded values are not recommended for survey control.
 HD0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0010.See file dsdata.txt to determine how the superseded data were derived.
 HD0010
 HD0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB588584(NAD 83)
 HD0010_MARKER: DD = SURVEY DISK
 HD0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0010_STAMPING: 994.6 79 M 1931
 HD0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0010+STABILITY: SURFACE MOTION
 HD0010
 HD0010  HISTORY     - Date     Condition        Report By
 HD0010  HISTORY     - 1931     MONUMENTED       USGS
 HD0010  HISTORY     - 1945     MARK NOT FOUND   NGS
 HD0010
 HD0010                          STATION DESCRIPTION
 HD0010
 HD0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HD0010'AT NEBO.
 HD0010'AT NEBO, LACLEDE COUNTY, ON STATE HIGHWAY 32, 450 FEET EAST OF
 HD0010'THE POST OFFICE, AT A ROAD INTERSECTION (THE ROAD LEADS SOUTH TO
 HD0010'SOUTHARD), 19 FEET WEST OF THE CENTERLINE OF THE ROAD, 15 FEET
 HD0010'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET SOUTH OF A
 HD0010'FENCE CORNER.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HD0010'994.6 79 M 1931 AND SET IN THE TOP OF A CONCRETE POST.
 HD0010'NOTE-- IT WAS PROBABLY COVERED BY SEDIMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1705 ***********************************************************************
 JC1705  DESIGNATION -  790
 JC1705  PID         -  JC1705
 JC1705  STATE/COUNTY-  MO/FRANKLIN
 JC1705  USGS QUAD   -  MOSELLE (1980)
 JC1705
 JC1705                         *CURRENT SURVEY CONTROL
 JC1705  ___________________________________________________________________
 JC1705* NAD 83(1997)-  38 28 07.74650(N)    090 55 25.46148(W)     ADJUSTED  
 JC1705* NAVD 88     -       240.81   (+/-2cm)     790.1    (feet)  VERTCON   
 JC1705  ___________________________________________________________________
 JC1705  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JC1705  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JC1705
 JC1705  HORZ ORDER  -  SECOND
 JC1705  VERT ORDER  -  THIRD ? (See Below)
 JC1705
 JC1705.The horizontal coordinates were established by classical geodetic methods
 JC1705.and adjusted by the National Geodetic Survey in February 2000..
 JC1705
 JC1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1705.The vertical order pertains to the NGVD 29 superseded value.
 JC1705
 JC1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1705
 JC1705.The geoid height was determined by GEOID03.
 JC1705
 JC1705;                    North         East     Units Scale Factor Converg.
 JC1705;SPC MO E     -   292,553.103   213,022.507   MT  0.99995017   -0 15 49.0
 JC1705;UTM  15      - 4,259,875.622   681,132.595   MT  1.00000406   +1 17 31.1
 JC1705
 JC1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1705!SPC MO E     -   0.99996706  x   0.99995017  =   0.99991723
 JC1705!UTM  15      -   0.99996706  x   1.00000406  =   0.99997112
 JC1705
 JC1705                          SUPERSEDED SURVEY CONTROL
 JC1705
 JC1705  NAD 83(1997)-  38 28 07.75042(N)    090 55 25.46209(W) AD(       ) 2
 JC1705  NAD 83(1986)-  38 28 07.76418(N)    090 55 25.46212(W) AD(       ) 2
 JC1705  NAD 27      -  38 28 07.57500(N)    090 55 24.95200(W) AD(       ) 2
 JC1705  NGVD 29 (07/19/86)  240.87   (m)          790.3    (f) LEVELING    3  
 JC1705
 JC1705.Superseded values are not recommended for survey control.
 JC1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1705.See file dsdata.txt to determine how the superseded data were derived.
 JC1705
 JC1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8113359876(NAD 83)
 JC1705_MARKER: P = PIPE CAP
 JC1705_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC1705
 JC1705  HISTORY     - Date     Condition        Report By
 JC1705  HISTORY     - 1956     MONUMENTED       USGS
 JC1705
 JC1705                          STATION DESCRIPTION
 JC1705
 JC1705'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WRH)
 JC1705'THE STATION IS LOCATED AIRLINE, 9 MILES NORTH-NORTHEAST OF
 JC1705'ST. CLAIR, 5 MILES EAST NORTHEAST OF UNION, 2 MILES
 JC1705'NORTH-NORTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 50 AND 66,
 JC1705'ALONG THE NORTH SIDE OF A GRAVELED ROAD.
 JC1705'
 JC1705'THE MARK IS A BRONZE CAP PINNED TO THE TOP OF A 4 INCH IRON PIPE
 JC1705'PROJECTING ABOUT 1 FOOT.  IT IS A U.S. GEOLOGICAL SURVEY BENCH
 JC1705'MARK STAMPED 790.  IT IS 4.380 FEET, 1.335 METERS SOUTH OF
 JC1705'TRIANGULATION STATION HALLECK.  THE CENTER OF THE MARK WAS
 JC1705'TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0052 ***********************************************************************
 JD0052  DESIGNATION -  792.0
 JD0052  PID         -  JD0052
 JD0052  STATE/COUNTY-  MO/BOONE
 JD0052  USGS QUAD   -  COLUMBIA (1981)
 JD0052
 JD0052                         *CURRENT SURVEY CONTROL
 JD0052  ___________________________________________________________________
 JD0052* NAD 83(1986)-  38 58 40.     (N)    092 17 50.     (W)     SCALED    
 JD0052* NAVD 88     -       241.502  (meters)     792.33   (feet)  ADJUSTED  
 JD0052  ___________________________________________________________________
 JD0052  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0052  DYNAMIC HT  -         241.345 (meters)     791.81  (feet)  COMP
 JD0052  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 JD0052
 JD0052  VERT ORDER  -  SECOND    CLASS 0
 JD0052
 JD0052.The horizontal coordinates were scaled from a topographic map and have
 JD0052.an estimated accuracy of +/- 6 seconds.
 JD0052
 JD0052.The orthometric height was determined by differential leveling
 JD0052.and adjusted by the National Geodetic Survey in June 1991..
 JD0052
 JD0052.The geoid height was determined by GEOID03.
 JD0052
 JD0052.The dynamic height is computed by dividing the NAVD 88
 JD0052.geopotential number by the normal gravity value computed on the
 JD0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0052.degrees latitude (g = 980.6199 gals.).
 JD0052
 JD0052.The modeled gravity was interpolated from observed gravity values.
 JD0052
 JD0052;                    North         East    Units  Estimated Accuracy
 JD0052;SPC MO C     -   348,980.      517,570.      MT  (+/- 180 meters Scaled)
 JD0052
 JD0052                          SUPERSEDED SURVEY CONTROL
 JD0052
 JD0052  NGVD 29 (??/??/92)  241.486  (m)          792.28   (f) ADJ UNCH    2 0
 JD0052
 JD0052.Superseded values are not recommended for survey control.
 JD0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0052.See file dsdata.txt to determine how the superseded data were derived.
 JD0052
 JD0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD608145(NAD 83)
 JD0052_MARKER: DD = SURVEY DISK
 JD0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0052+STABILITY: SURFACE MOTION
 JD0052
 JD0052  HISTORY     - Date     Condition        Report By
 JD0052  HISTORY     - UNK      MONUMENTED       USGS
 JD0052  HISTORY     - 1891     GOOD             NGS
 JD0052
 JD0052                          STATION DESCRIPTION
 JD0052
 JD0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1891
 JD0052'2.2 MI NE FROM COLUMBIA.
 JD0052'2.2 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE
 JD0052'AT COLUMBIA, BOONE COUNTY, ABOUT 4 RAILS NORTH OF WABASH RAILWAY
 JD0052'CULVERT 706 A, 44 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JD0052'TRACK, 35 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 16
 JD0052'FEET EAST OF A POLE, AND AT THE SOUTHWEST FENCE CORNER.  A
 JD0052'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, UNSTAMPED, AND
 JD0052'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0844 ***********************************************************************
 KD0844  DESIGNATION -  793
 KD0844  PID         -  KD0844
 KD0844  STATE/COUNTY-  MO/LIVINGSTON
 KD0844  USGS QUAD   -  CHILLICOTHE (1984)
 KD0844
 KD0844                         *CURRENT SURVEY CONTROL
 KD0844  ___________________________________________________________________
 KD0844* NAD 83(1986)-  39 47 36.     (N)    093 33 07.     (W)     SCALED    
 KD0844* NAVD 88     -       241.655  (meters)     792.83   (feet)  ADJUSTED  
 KD0844  ___________________________________________________________________
 KD0844  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0844  DYNAMIC HT  -         241.517 (meters)     792.38  (feet)  COMP
 KD0844  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 KD0844
 KD0844  VERT ORDER  -  SECOND    CLASS 0
 KD0844
 KD0844.The horizontal coordinates were scaled from a topographic map and have
 KD0844.an estimated accuracy of +/- 6 seconds.
 KD0844
 KD0844.The orthometric height was determined by differential leveling
 KD0844.and adjusted by the National Geodetic Survey in June 1991..
 KD0844
 KD0844.The geoid height was determined by GEOID03.
 KD0844
 KD0844.The dynamic height is computed by dividing the NAVD 88
 KD0844.geopotential number by the normal gravity value computed on the
 KD0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0844.degrees latitude (g = 980.6199 gals.).
 KD0844
 KD0844.The modeled gravity was interpolated from observed gravity values.
 KD0844
 KD0844;                    North         East    Units  Estimated Accuracy
 KD0844;SPC MO C     -   440,030.      409,910.      MT  (+/- 180 meters Scaled)
 KD0844
 KD0844                          SUPERSEDED SURVEY CONTROL
 KD0844
 KD0844  NGVD 29 (??/??/92)  241.602  (m)          792.66   (f) ADJ UNCH    2 0
 KD0844
 KD0844.Superseded values are not recommended for survey control.
 KD0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0844.See file dsdata.txt to determine how the superseded data were derived.
 KD0844
 KD0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE527049(NAD 83)
 KD0844_MARKER: DD = SURVEY DISK
 KD0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0844_SP_SET: WINDOW SILL
 KD0844_STAMPING: 793 MO 1920
 KD0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0844+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 KD0844
 KD0844  HISTORY     - Date     Condition        Report By
 KD0844  HISTORY     - 1920     MONUMENTED       USGS
 KD0844  HISTORY     - 1935     GOOD             NGS
 KD0844  HISTORY     - 1966     GOOD             NGS
 KD0844  HISTORY     - 20040821 GOOD             GEOCAC
 KD0844  HISTORY     - 20060202 GOOD             MODNR
 KD0844
 KD0844                          STATION DESCRIPTION
 KD0844
 KD0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0844'AT CHILLICOTHE.
 KD0844'AT CHILLICOTHE, LIVINGSTON COUNTY, AT THE POST OFFICE, ON THE
 KD0844'EAST SIDE OF THE BUILDING, AT THE NORTH SIDE OF THE NORTH ENTRANCE,
 KD0844'IN THE TOP OF THE SOUTH END OF THE WINDOW SILL, AND ABOUT 4
 KD0844'FEET ABOVE THE STREET.  A UNITED STATES GEOLOGICAL SURVEY
 KD0844'STANDARD DISK, STAMPED 793 MO 1920.
 KD0844
 KD0844                          STATION RECOVERY (1966)
 KD0844
 KD0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KD0844'RECOVERED IN GOOD CONDITION.
 KD0844
 KD0844                          STATION RECOVERY (2004)
 KD0844
 KD0844'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD0844'CHANGE POST OFFICE TO THE LIVINGSTON COUNTY LIBRARY, AT THE
 KD0844'INTERSECTION OF CLAY ST AND LOCUST ST, SW CORNER.
 KD0844
 KD0844                          STATION RECOVERY (2006)
 KD0844
 KD0844'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 KD0844'THE BUILDING IS NOW THE LIVINGSTON COUNTY LIBRARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0068 ***********************************************************************
 HE0068  DESIGNATION -  799
 HE0068  PID         -  HE0068
 HE0068  STATE/COUNTY-  MO/VERNON
 HE0068  USGS QUAD   -  DEDERICK (1991)
 HE0068
 HE0068                         *CURRENT SURVEY CONTROL
 HE0068  ___________________________________________________________________
 HE0068* NAD 83(1986)-  37 51 27.     (N)    094 07 40.     (W)     SCALED    
 HE0068* NAVD 88     -       243.726  (meters)     799.62   (feet)  ADJUSTED  
 HE0068  ___________________________________________________________________
 HE0068  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HE0068  DYNAMIC HT  -         243.545 (meters)     799.03  (feet)  COMP
 HE0068  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 HE0068
 HE0068  VERT ORDER  -  SECOND    CLASS 0
 HE0068
 HE0068.The horizontal coordinates were scaled from a topographic map and have
 HE0068.an estimated accuracy of +/- 6 seconds.
 HE0068
 HE0068.The orthometric height was determined by differential leveling
 HE0068.and adjusted by the National Geodetic Survey in June 1991..
 HE0068
 HE0068.The geoid height was determined by GEOID03.
 HE0068
 HE0068.The dynamic height is computed by dividing the NAVD 88
 HE0068.geopotential number by the normal gravity value computed on the
 HE0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0068.degrees latitude (g = 980.6199 gals.).
 HE0068
 HE0068.The modeled gravity was interpolated from observed gravity values.
 HE0068
 HE0068;                    North         East    Units  Estimated Accuracy
 HE0068;SPC MO W     -   187,700.      882,750.      MT  (+/- 180 meters Scaled)
 HE0068
 HE0068                          SUPERSEDED SURVEY CONTROL
 HE0068
 HE0068  NGVD 29 (??/??/92)  243.624  (m)          799.29   (f) ADJ UNCH    2 0
 HE0068
 HE0068.Superseded values are not recommended for survey control.
 HE0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0068.See file dsdata.txt to determine how the superseded data were derived.
 HE0068
 HE0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB007906(NAD 83)
 HE0068_MARKER: DD = SURVEY DISK
 HE0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0068+STABILITY: SURFACE MOTION
 HE0068
 HE0068  HISTORY     - Date     Condition        Report By
 HE0068  HISTORY     - UNK      MONUMENTED       USGS
 HE0068  HISTORY     - 1963     GOOD             NGS
 HE0068  HISTORY     - 1982     GOOD             NGS
 HE0068  HISTORY     - 1982     GOOD             NGS
 HE0068
 HE0068                          STATION DESCRIPTION
 HE0068
 HE0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0068'AT DEDERICK.
 HE0068'AT DEDERICK, 246 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 HE0068'OF THE CHRISTIAN CHURCH, IN SECTION 33, T 36 N, R 29 W, 295
 HE0068'FEET SOUTH OF THE CENTER OF A CROSSING OF COUNTY ROAD AA AND
 HE0068'THE MISSOURI-KANSAS-TEXAS RAILROAD, 29 FEET NORTH OF THE CENTER
 HE0068'LINE OF COUNTY ROAD AA, 29 FEET NORTH OF THE CENTER LINE OF A
 HE0068'STREET LEADING EAST, 12 FEET EAST OF A POWER POLE BEARING
 HE0068'A TRANSFORMER, 10 FEET WEST OF A 24-INCH ELM TREE, IN THE
 HE0068'SOUTHWEST CORNER OF A VACANT LOT, ABOUT 3 FEET ABOVE THE LEVEL
 HE0068'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HE0068'8 INCHES.
 HE0068
 HE0068                          STATION RECOVERY (1982)
 HE0068
 HE0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HE0068'RECOVERED IN GOOD CONDITION.
 HE0068
 HE0068                          STATION RECOVERY (1982)
 HE0068
 HE0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HE0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0845 ***********************************************************************
 KD0845  DESIGNATION -  799
 KD0845  PID         -  KD0845
 KD0845  STATE/COUNTY-  MO/LIVINGSTON
 KD0845  USGS QUAD   -  CHILLICOTHE (1984)
 KD0845
 KD0845                         *CURRENT SURVEY CONTROL
 KD0845  ___________________________________________________________________
 KD0845* NAD 83(1986)-  39 47 36.     (N)    093 33 07.     (W)     SCALED    
 KD0845* NAVD 88     -       243.392  (meters)     798.53   (feet)  ADJUSTED  
 KD0845  ___________________________________________________________________
 KD0845  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0845  DYNAMIC HT  -         243.253 (meters)     798.07  (feet)  COMP
 KD0845  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 KD0845
 KD0845  VERT ORDER  -  SECOND    CLASS 0
 KD0845
 KD0845.The horizontal coordinates were scaled from a topographic map and have
 KD0845.an estimated accuracy of +/- 6 seconds.
 KD0845
 KD0845.The orthometric height was determined by differential leveling
 KD0845.and adjusted by the National Geodetic Survey in June 1991..
 KD0845
 KD0845.The geoid height was determined by GEOID03.
 KD0845
 KD0845.The dynamic height is computed by dividing the NAVD 88
 KD0845.geopotential number by the normal gravity value computed on the
 KD0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0845.degrees latitude (g = 980.6199 gals.).
 KD0845
 KD0845.The modeled gravity was interpolated from observed gravity values.
 KD0845
 KD0845;                    North         East    Units  Estimated Accuracy
 KD0845;SPC MO C     -   440,030.      409,910.      MT  (+/- 180 meters Scaled)
 KD0845
 KD0845                          SUPERSEDED SURVEY CONTROL
 KD0845
 KD0845  NGVD 29 (??/??/92)  243.339  (m)          798.35   (f) ADJ UNCH    2 0
 KD0845
 KD0845.Superseded values are not recommended for survey control.
 KD0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0845.See file dsdata.txt to determine how the superseded data were derived.
 KD0845
 KD0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE527049(NAD 83)
 KD0845_MARKER: DD = SURVEY DISK
 KD0845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0845_SP_SET: BANNISTER
 KD0845_STAMPING: 799 MO 1920
 KD0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0845+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 KD0845
 KD0845  HISTORY     - Date     Condition        Report By
 KD0845  HISTORY     - 1920     MONUMENTED       USGS
 KD0845  HISTORY     - 1935     GOOD             NGS
 KD0845  HISTORY     - 1966     GOOD             NGS
 KD0845  HISTORY     - 20040821 GOOD             GEOCAC
 KD0845  HISTORY     - 20060202 GOOD             MODNR
 KD0845
 KD0845                          STATION DESCRIPTION
 KD0845
 KD0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0845'AT CHILLICOTHE.
 KD0845'AT CHILLICOTHE, LIVINGSTON COUNTY, AT THE COUNTY COURTHOUSE, AT
 KD0845'THE SOUTH SIDE OF THE BUILDING, AT THE WEST SIDE OF THE ENTRANCE,
 KD0845'IN THE TOP OF THE SOUTH END OF THE STONE BANNISTER, AT THE BASE
 KD0845'OF THE ELECTRIC-LIGHT PEDESTAL, AND 6 FEET ABOVE THE STREET.  A
 KD0845'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 799
 KD0845'MO 1920.
 KD0845
 KD0845                          STATION RECOVERY (1966)
 KD0845
 KD0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KD0845'RECOVERED IN GOOD CONDITION.
 KD0845
 KD0845                          STATION RECOVERY (2004)
 KD0845
 KD0845'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD0845'RECOVERED IN GOOD CONDITION.
 KD0845
 KD0845                          STATION RECOVERY (2006)
 KD0845
 KD0845'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 KD0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0223 ***********************************************************************
 JD0223  DESIGNATION -  799.3
 JD0223  PID         -  JD0223
 JD0223  STATE/COUNTY-  MO/MILLER
 JD0223  USGS QUAD   -  BAGNELL (1983)
 JD0223
 JD0223                         *CURRENT SURVEY CONTROL
 JD0223  ___________________________________________________________________
 JD0223* NAD 83(1986)-  38 12 43.     (N)    092 37 21.     (W)     SCALED    
 JD0223* NAVD 88     -       243.685  (meters)     799.49   (feet)  ADJUSTED  
 JD0223  ___________________________________________________________________
 JD0223  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JD0223  DYNAMIC HT  -         243.514 (meters)     798.93  (feet)  COMP
 JD0223  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 JD0223
 JD0223  VERT ORDER  -  SECOND    CLASS 0
 JD0223
 JD0223.The horizontal coordinates were scaled from a topographic map and have
 JD0223.an estimated accuracy of +/- 6 seconds.
 JD0223
 JD0223.The orthometric height was determined by differential leveling
 JD0223.and adjusted by the National Geodetic Survey in June 1991..
 JD0223
 JD0223.The geoid height was determined by GEOID03.
 JD0223
 JD0223.The dynamic height is computed by dividing the NAVD 88
 JD0223.geopotential number by the normal gravity value computed on the
 JD0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0223.degrees latitude (g = 980.6199 gals.).
 JD0223
 JD0223.The modeled gravity was interpolated from observed gravity values.
 JD0223
 JD0223;                    North         East    Units  Estimated Accuracy
 JD0223;SPC MO C     -   263,960.      489,270.      MT  (+/- 180 meters Scaled)
 JD0223
 JD0223                          SUPERSEDED SURVEY CONTROL
 JD0223
 JD0223  NGVD 29 (??/??/92)  243.620  (m)          799.28   (f) ADJ UNCH    2 0
 JD0223
 JD0223.Superseded values are not recommended for survey control.
 JD0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0223.See file dsdata.txt to determine how the superseded data were derived.
 JD0223
 JD0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC330293(NAD 83)
 JD0223_MARKER: N = NAIL
 JD0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0223_SP_SET: OAK TREE
 JD0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0223
 JD0223  HISTORY     - Date     Condition        Report By
 JD0223  HISTORY     - UNK      MONUMENTED       USGS
 JD0223  HISTORY     - 1934     GOOD             NGS
 JD0223
 JD0223                          STATION DESCRIPTION
 JD0223
 JD0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0223'7.3 MI NE FROM ZEBRA.
 JD0223'7.3 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM ZEBRA, 0.4 MILE
 JD0223'NORTHEAST OF THE EAST END OF BAGNELL DAM, AT A ROAD INTERSECTION,
 JD0223'50 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 45
 JD0223'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A 12-INCH OAK
 JD0223'TREE, AND IN A ROOT ON THE WEST SIDE OF THE TREE.  A UNITED
 JD0223'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0320 ***********************************************************************
 JE0320  DESIGNATION -  8 A
 JE0320  PID         -  JE0320
 JE0320  STATE/COUNTY-  MO/BATES
 JE0320  USGS QUAD   -  BUTLER (1961)
 JE0320
 JE0320                         *CURRENT SURVEY CONTROL
 JE0320  ___________________________________________________________________
 JE0320* NAD 83(1986)-  38 18 21.     (N)    094 20 50.     (W)     SCALED    
 JE0320* NAVD 88     -       265.638  (meters)     871.51   (feet)  ADJUSTED  
 JE0320  ___________________________________________________________________
 JE0320  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0320  DYNAMIC HT  -         265.448 (meters)     870.89  (feet)  COMP
 JE0320  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 JE0320
 JE0320  VERT ORDER  -  FIRST     CLASS II
 JE0320
 JE0320.The horizontal coordinates were scaled from a topographic map and have
 JE0320.an estimated accuracy of +/- 6 seconds.
 JE0320
 JE0320.The orthometric height was determined by differential leveling
 JE0320.and adjusted by the National Geodetic Survey in June 1991..
 JE0320
 JE0320.The geoid height was determined by GEOID03.
 JE0320
 JE0320.The dynamic height is computed by dividing the NAVD 88
 JE0320.geopotential number by the normal gravity value computed on the
 JE0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0320.degrees latitude (g = 980.6199 gals.).
 JE0320
 JE0320.The modeled gravity was interpolated from observed gravity values.
 JE0320
 JE0320;                    North         East    Units  Estimated Accuracy
 JE0320;SPC MO W     -   237,410.      863,360.      MT  (+/- 180 meters Scaled)
 JE0320
 JE0320                          SUPERSEDED SURVEY CONTROL
 JE0320
 JE0320  NGVD 29 (??/??/92)  265.514  (m)          871.11   (f) ADJ UNCH    1 2
 JE0320
 JE0320.Superseded values are not recommended for survey control.
 JE0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0320.See file dsdata.txt to determine how the superseded data were derived.
 JE0320
 JE0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC822406(NAD 83)
 JE0320_MARKER: Q = CHISELED SQUARE
 JE0320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JE0320_SP_SET: CULVERT HEADWALL
 JE0320_MARK LOGO: NONE  
 JE0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0320+STABILITY: SURFACE MOTION
 JE0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0320+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 JE0320
 JE0320  HISTORY     - Date     Condition        Report By
 JE0320  HISTORY     - 1938     MONUMENTED       USGS
 JE0320  HISTORY     - 1963     GOOD             USGS
 JE0320  HISTORY     - 20050507 GOOD             INDIV
 JE0320
 JE0320                          STATION DESCRIPTION
 JE0320
 JE0320'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0320'3.4 MI N FROM BUTLER.
 JE0320'3.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0320'STATION AT BUTLER, AT THE THIRTIETH POLE SOUTH OF MILEPOST 283,
 JE0320'8 RAILS NORTH OF A ROAD CROSSING, 15 FEET WEST OF THE TRACK,
 JE0320'AND ON THE CONCRETE HEADWALL OF A CULVERT.  A CHISELED SQUARE.
 JE0320
 JE0320                          STATION RECOVERY (1963)
 JE0320
 JE0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JE0320'ABOUT 3.95 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0320'POST OFFICE AT PASSACI, 13 POLES SOUTH OF MILEPOST 283, 5 RAILS NORTH
 JE0320'OF A BATTERY BOX, 289 FEET NORTH OF THE CENTER OF A CROSSING OF THE
 JE0320'RAILROAD AND A ROAD, 39 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 12
 JE0320'FEET WEST OF THE WEST RAIL, AND IN THE CENTER OF THE TOP OF THE WEST
 JE0320'HEAD WALL OF A CONCRETE CULVERT.
 JE0320
 JE0320                          STATION RECOVERY (2005)
 JE0320
 JE0320'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0714 ***********************************************************************
 GE0714  DESIGNATION -  8 J
 GE0714  PID         -  GE0714
 GE0714  STATE/COUNTY-  MO/HOWELL
 GE0714  USGS QUAD   -  TRASK (1986)
 GE0714
 GE0714                         *CURRENT SURVEY CONTROL
 GE0714  ___________________________________________________________________
 GE0714* NAD 83(1986)-  36 59 01.     (N)    091 45 18.     (W)     SCALED    
 GE0714* NAVD 88     -       357.056  (meters)    1171.44   (feet)  POSTED    
 GE0714  ___________________________________________________________________
 GE0714  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GE0714  DYNAMIC HT  -         356.760 (meters)    1170.47  (feet)  COMP
 GE0714  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 GE0714
 GE0714  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0714
 GE0714.The horizontal coordinates were scaled from a topographic map and have
 GE0714.an estimated accuracy of +/- 6 seconds.
 GE0714
 GE0714.The orthometric height was determined by differential leveling
 GE0714.and adjusted by the National Geodetic Survey in 1992..
 GE0714.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0714.rate of 0.0 thru 1.0 mm/km.
 GE0714
 GE0714.The geoid height was determined by GEOID03.
 GE0714
 GE0714.The dynamic height is computed by dividing the NAVD 88
 GE0714.geopotential number by the normal gravity value computed on the
 GE0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0714.degrees latitude (g = 980.6199 gals.).
 GE0714
 GE0714.The modeled gravity was interpolated from observed gravity values.
 GE0714
 GE0714;                    North         East    Units  Estimated Accuracy
 GE0714;SPC MO C     -   127,890.      566,320.      MT  (+/- 180 meters Scaled)
 GE0714
 GE0714                          SUPERSEDED SURVEY CONTROL
 GE0714
 GE0714  NGVD 29 (??/??/92)  356.909  (m)         1170.96   (f) ADJ UNCH    3 0
 GE0714
 GE0714.Superseded values are not recommended for survey control.
 GE0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0714.See file dsdata.txt to determine how the superseded data were derived.
 GE0714
 GE0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA108937(NAD 83)
 GE0714_MARKER: DD = SURVEY DISK
 GE0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0714_STAMPING: 8 J 1934 1171
 GE0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0714+STABILITY: SURFACE MOTION
 GE0714
 GE0714  HISTORY     - Date     Condition        Report By
 GE0714  HISTORY     - 1934     MONUMENTED       USGS
 GE0714  HISTORY     - 1934     GOOD             NGS
 GE0714  HISTORY     - 1977     GOOD             NGS
 GE0714
 GE0714                          STATION DESCRIPTION
 GE0714
 GE0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0714'3 MI W FROM MOUNTAIN VIEW.
 GE0714'3 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0714'MOUNTAIN VIEW, HOWELL COUNTY, 45 FEET NORTH AND 20 FEET WEST
 GE0714'OF A ROAD CROSSING, 11 FEET WEST OF A CORNER FENCE POST, AND
 GE0714'2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A UNITED STATES
 GE0714'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1171 8 J 1934 AND SET
 GE0714'IN THE TOP OF A CONCRETE POST.
 GE0714
 GE0714                          STATION RECOVERY (1977)
 GE0714
 GE0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0549 ***********************************************************************
 HC0549  DESIGNATION -  8 J
 HC0549  PID         -  HC0549
 HC0549  STATE/COUNTY-  MO/SHANNON
 HC0549  USGS QUAD   -  POWDER MILL FERRY (1985)
 HC0549
 HC0549                         *CURRENT SURVEY CONTROL
 HC0549  ___________________________________________________________________
 HC0549* NAD 83(1986)-  37 09 59.     (N)    091 11 07.     (W)     SCALED    
 HC0549* NAVD 88     -       273.679  (meters)     897.90   (feet)  POSTED    
 HC0549  ___________________________________________________________________
 HC0549  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HC0549  DYNAMIC HT  -         273.460 (meters)     897.18  (feet)  COMP
 HC0549  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 HC0549
 HC0549  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HC0549
 HC0549.The horizontal coordinates were scaled from a topographic map and have
 HC0549.an estimated accuracy of +/- 6 seconds.
 HC0549
 HC0549.The orthometric height was determined by differential leveling
 HC0549.and adjusted by the National Geodetic Survey in 1992..
 HC0549.No vertical observational check was made to the station.
 HC0549.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HC0549.was located on a no-check spur therefore a value was not computed.
 HC0549
 HC0549.The geoid height was determined by GEOID03.
 HC0549
 HC0549.The dynamic height is computed by dividing the NAVD 88
 HC0549.geopotential number by the normal gravity value computed on the
 HC0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0549.degrees latitude (g = 980.6199 gals.).
 HC0549
 HC0549.The modeled gravity was interpolated from observed gravity values.
 HC0549
 HC0549;                    North         East    Units  Estimated Accuracy
 HC0549;SPC MO E     -   148,140.      189,140.      MT  (+/- 180 meters Scaled)
 HC0549
 HC0549                          SUPERSEDED SURVEY CONTROL
 HC0549
 HC0549.No superseded survey control is available for this station.
 HC0549
 HC0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB611148(NAD 83)
 HC0549_MARKER: DD = SURVEY DISK
 HC0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0549_SP_SET: STONE
 HC0549_STAMPING: 898 8 J 1933
 HC0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0549+STABILITY: SURFACE MOTION
 HC0549
 HC0549  HISTORY     - Date     Condition        Report By
 HC0549  HISTORY     - 1933     MONUMENTED       USGS
 HC0549  HISTORY     - 1964     MARK NOT FOUND   USGS
 HC0549
 HC0549                          STATION DESCRIPTION
 HC0549
 HC0549'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 HC0549'0.8 MI SW FROM POWDER MILL FORD.
 HC0549'0.8 MILE SOUTHWEST ALONG COUNTY ROAD C FROM POWDER MILL FORD,
 HC0549'SHANNON COUNTY, IN NE 1/4 SEC. 20, T. 29 N., R. 2 W., AT THE TOP
 HC0549'OF A STEEP HILL, ON THE NORTH SIDE OF THE ROAD, AND 21 FEET
 HC0549'NORTH OF A TRIANGULAR BLAZED 12-INCH OAK TREE.  A U.S. GEOLOGICAL
 HC0549'SURVEY STANDARD DISK, STAMPED 898 8 J 1933 AND SET IN THE TOP
 HC0549'OF A LIMESTONE POST FLUSH WITH THE GROUND.
 HC0549
 HC0549                          STATION RECOVERY (1964)
 HC0549
 HC0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HC0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1176 ***********************************************************************
 JD1176  DESIGNATION -  8 RO
 JD1176  PID         -  JD1176
 JD1176  STATE/COUNTY-  MO/PETTIS
 JD1176  USGS QUAD   -  NELSON (1979)
 JD1176
 JD1176                         *CURRENT SURVEY CONTROL
 JD1176  ___________________________________________________________________
 JD1176* NAD 83(1986)-  38 55 34.     (N)    093 07 25.     (W)     SCALED    
 JD1176* NAVD 88     -       233.563  (meters)     766.28   (feet)  ADJUSTED  
 JD1176  ___________________________________________________________________
 JD1176  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD1176  DYNAMIC HT  -         233.414 (meters)     765.79  (feet)  COMP
 JD1176  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JD1176
 JD1176  VERT ORDER  -  SECOND    CLASS 0
 JD1176
 JD1176.The horizontal coordinates were scaled from a topographic map and have
 JD1176.an estimated accuracy of +/- 6 seconds.
 JD1176
 JD1176.The orthometric height was determined by differential leveling
 JD1176.and adjusted by the National Geodetic Survey in June 1991..
 JD1176
 JD1176.The geoid height was determined by GEOID03.
 JD1176
 JD1176.The dynamic height is computed by dividing the NAVD 88
 JD1176.geopotential number by the normal gravity value computed on the
 JD1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1176.degrees latitude (g = 980.6199 gals.).
 JD1176
 JD1176.The modeled gravity was interpolated from observed gravity values.
 JD1176
 JD1176;                    North         East    Units  Estimated Accuracy
 JD1176;SPC MO C     -   343,410.      445,930.      MT  (+/- 180 meters Scaled)
 JD1176
 JD1176                          SUPERSEDED SURVEY CONTROL
 JD1176
 JD1176  NGVD 29 (??/??/92)  233.480  (m)          766.01   (f) ADJ UNCH    2 0
 JD1176
 JD1176.Superseded values are not recommended for survey control.
 JD1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1176.See file dsdata.txt to determine how the superseded data were derived.
 JD1176
 JD1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD892085(NAD 83)
 JD1176_MARKER: DD = SURVEY DISK
 JD1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1176_STAMPING: 8 RO 1951 TT 766
 JD1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1176+STABILITY: SURFACE MOTION
 JD1176
 JD1176  HISTORY     - Date     Condition        Report By
 JD1176  HISTORY     - 1951     MONUMENTED       USGS
 JD1176  HISTORY     - 1963     GOOD             NGS
 JD1176
 JD1176                          STATION DESCRIPTION
 JD1176
 JD1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1176'20.4 MI NE FROM SEDALIA.
 JD1176'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1176'STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S. HIGHWAY 65,
 JD1176'THENCE 6.0 MILES NORTHEAST ALONG PAVED COUNTY ROAD J, THENCE 4.1
 JD1176'MILES NORTH ALONG GRAVELED COUNTY ROAD J, 0.1 MILE SOUTHWEST OF A
 JD1176'ROAD LEADING WEST, 38.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JD1176'ROAD, 100.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A CORRUGATED
 JD1176'METAL CULVERT, 1.0 FOOT NORTHWEST OF A FENCE, 1.4 FEET NORTHEAST
 JD1176'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD,
 JD1176'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0994 ***********************************************************************
 JC0994  DESIGNATION -  80 BOLT
 JC0994  PID         -  JC0994
 JC0994  STATE/COUNTY-  MO/GASCONADE
 JC0994  USGS QUAD   -  MORRISON (1982)
 JC0994
 JC0994                         *CURRENT SURVEY CONTROL
 JC0994  ___________________________________________________________________
 JC0994* NAD 83(1986)-  38 40 32.     (N)    091 37 44.     (W)     SCALED    
 JC0994* NAVD 88     -       160.635  (meters)     527.02   (feet)  POSTED    
 JC0994  ___________________________________________________________________
 JC0994  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JC0994  DYNAMIC HT  -         160.530 (meters)     526.67  (feet)  COMP
 JC0994  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 JC0994
 JC0994  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JC0994
 JC0994.The horizontal coordinates were scaled from a topographic map and have
 JC0994.an estimated accuracy of +/- 6 seconds.
 JC0994
 JC0994.The orthometric height was determined by differential leveling
 JC0994.and adjusted by the National Geodetic Survey in 1992..
 JC0994.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JC0994.rate of 3.1 thru 4.0 mm/km.
 JC0994
 JC0994.The geoid height was determined by GEOID03.
 JC0994
 JC0994.The dynamic height is computed by dividing the NAVD 88
 JC0994.geopotential number by the normal gravity value computed on the
 JC0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0994.degrees latitude (g = 980.6199 gals.).
 JC0994
 JC0994.The modeled gravity was interpolated from observed gravity values.
 JC0994
 JC0994;                    North         East    Units  Estimated Accuracy
 JC0994;SPC MO E     -   316,020.      151,770.      MT  (+/- 180 meters Scaled)
 JC0994
 JC0994                          SUPERSEDED SURVEY CONTROL
 JC0994
 JC0994  NGVD 29 (??/??/92)  160.650  (m)          527.07   (f) ADJ UNCH    1 2
 JC0994
 JC0994.Superseded values are not recommended for survey control.
 JC0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0994.See file dsdata.txt to determine how the superseded data were derived.
 JC0994
 JC0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC192816(NAD 83)
 JC0994_MARKER: B = BOLT
 JC0994_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0994_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0994
 JC0994  HISTORY     - Date     Condition        Report By
 JC0994  HISTORY     - UNK      MONUMENTED       MORC
 JC0994  HISTORY     - 1946     GOOD             NGS
 JC0994  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0994
 JC0994                          STATION DESCRIPTION
 JC0994
 JC0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0994'0.3 MI E FROM MORRISON.
 JC0994'ABOUT 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0994'MORRISON, GASCONADE COUNTY, ABOUT 5-1/2 POLES EAST OF A SECTION
 JC0994'TOOL HOUSE, BETWEEN POLES 92+23 AND 92+24, ABOUT 4 RAILS WEST OF AN
 JC0994'ELECTRIC BLOCK SIGNAL, ON THE EAST SIDE OF A SMALL RAVINE, ABOUT
 JC0994'5 YARDS WEST OF THE NORTHEAST END OF A FENCE RUNNING UP THE RAVINE,
 JC0994'36-1/2 FEET SOUTH OF THE CENTER LINE OF THE TRACK, JUST INSIDE
 JC0994'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2-1/2 FEET HIGHER THAN THE
 JC0994'RAIL.  A COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES SQUARE
 JC0994'AND SET ABOUT 4 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH
 JC0994'AN IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND AND BEARING
 JC0994'A MISSOURI RIVER COMMISSION STANDARD CAP.
 JC0994
 JC0994                          STATION RECOVERY (1986)
 JC0994
 JC0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0007 ***********************************************************************
 HD0007  DESIGNATION -  80 M
 HD0007  PID         -  HD0007
 HD0007  STATE/COUNTY-  MO/LACLEDE
 HD0007  USGS QUAD   -  DREW (1976)
 HD0007
 HD0007                         *CURRENT SURVEY CONTROL
 HD0007  ___________________________________________________________________
 HD0007* NAD 83(1986)-  37 36 18.     (N)    092 22 43.     (W)     SCALED    
 HD0007* NAVD 88     -       352.983  (meters)    1158.08   (feet)  ADJUSTED  
 HD0007  ___________________________________________________________________
 HD0007  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HD0007  DYNAMIC HT  -         352.706 (meters)    1157.17  (feet)  COMP
 HD0007  MODELED GRAV-     979,833.2   (mgal)                       NAVD 88
 HD0007
 HD0007  VERT ORDER  -  SECOND    CLASS 0
 HD0007
 HD0007.The horizontal coordinates were scaled from a topographic map and have
 HD0007.an estimated accuracy of +/- 6 seconds.
 HD0007
 HD0007.The orthometric height was determined by differential leveling
 HD0007.and adjusted by the National Geodetic Survey in June 1991..
 HD0007
 HD0007.The geoid height was determined by GEOID03.
 HD0007
 HD0007.The dynamic height is computed by dividing the NAVD 88
 HD0007.geopotential number by the normal gravity value computed on the
 HD0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0007.degrees latitude (g = 980.6199 gals.).
 HD0007
 HD0007.The modeled gravity was interpolated from observed gravity values.
 HD0007
 HD0007;                    North         East    Units  Estimated Accuracy
 HD0007;SPC MO C     -   196,600.      510,720.      MT  (+/- 180 meters Scaled)
 HD0007
 HD0007                          SUPERSEDED SURVEY CONTROL
 HD0007
 HD0007  NGVD 29 (??/??/92)  352.870  (m)         1157.71   (f) ADJ UNCH    2 0
 HD0007
 HD0007.Superseded values are not recommended for survey control.
 HD0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0007.See file dsdata.txt to determine how the superseded data were derived.
 HD0007
 HD0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB548621(NAD 83)
 HD0007_MARKER: DD = SURVEY DISK
 HD0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0007_STAMPING: 80 M 1931 1157
 HD0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0007+STABILITY: SURFACE MOTION
 HD0007
 HD0007  HISTORY     - Date     Condition        Report By
 HD0007  HISTORY     - 1931     MONUMENTED       USGS
 HD0007  HISTORY     - 1946     GOOD             NGS
 HD0007
 HD0007                          STATION DESCRIPTION
 HD0007
 HD0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0007'AT FALCON.
 HD0007'AT FALCON, 72 FEET WEST OF THE NORTHWEST CORNER OF THE POST
 HD0007'OFFICE, 54 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 HD0007'NO. 32, 2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LIQUOR
 HD0007'STORE, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 3
 HD0007'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0262 ***********************************************************************
 KD0262  DESIGNATION -  802
 KD0262  PID         -  KD0262
 KD0262  STATE/COUNTY-  MO/LINN
 KD0262  USGS QUAD   -  BUCKLIN (1979)
 KD0262
 KD0262                         *CURRENT SURVEY CONTROL
 KD0262  ___________________________________________________________________
 KD0262* NAD 83(1986)-  39 47 30.     (N)    092 59 40.     (W)     SCALED    
 KD0262* NAVD 88     -       244.459  (meters)     802.03   (feet)  ADJUSTED  
 KD0262  ___________________________________________________________________
 KD0262  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KD0262  DYNAMIC HT  -         244.323 (meters)     801.58  (feet)  COMP
 KD0262  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 KD0262
 KD0262  VERT ORDER  -  SECOND    CLASS 0
 KD0262
 KD0262.The horizontal coordinates were scaled from a topographic map and have
 KD0262.an estimated accuracy of +/- 6 seconds.
 KD0262
 KD0262.The orthometric height was determined by differential leveling
 KD0262.and adjusted by the National Geodetic Survey in June 1991..
 KD0262
 KD0262.The geoid height was determined by GEOID03.
 KD0262
 KD0262.The dynamic height is computed by dividing the NAVD 88
 KD0262.geopotential number by the normal gravity value computed on the
 KD0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0262.degrees latitude (g = 980.6199 gals.).
 KD0262
 KD0262.The modeled gravity was interpolated from observed gravity values.
 KD0262
 KD0262;                    North         East    Units  Estimated Accuracy
 KD0262;SPC MO C     -   439,440.      457,650.      MT  (+/- 180 meters Scaled)
 KD0262
 KD0262                          SUPERSEDED SURVEY CONTROL
 KD0262
 KD0262  NGVD 29 (??/??/92)  244.430  (m)          801.93   (f) ADJ UNCH    2 0
 KD0262
 KD0262.Superseded values are not recommended for survey control.
 KD0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0262.See file dsdata.txt to determine how the superseded data were derived.
 KD0262
 KD0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE004046(NAD 83)
 KD0262_MARKER: P = PIPE CAP
 KD0262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0262_STAMPING: 802 MO 1920
 KD0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0262
 KD0262  HISTORY     - Date     Condition        Report By
 KD0262  HISTORY     - 1920     MONUMENTED       USGS
 KD0262  HISTORY     - 1967     GOOD             NGS
 KD0262
 KD0262                          STATION DESCRIPTION
 KD0262
 KD0262'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 KD0262'IN ST CATHERINE.
 KD0262'AT ST. CATHERINE, LINN COUNTY, ABOUT 75 FEET WEST OF THE CHICAGO,
 KD0262'BURLINGTON AND QUINCY RAILROAD STATION, 85 FEET NORTH OF A
 KD0262'STREET CROSSING, AT THE NORTHWEST CORNER OF A ROAD INTERSECTION,
 KD0262'AT THE NORTH SIDE OF A ROAD LEADING WEST, 3 FEET WEST OF A
 KD0262'FENCE CORNER AND ON THE NORTH SIDE OF THE TRACK.  A UNITED
 KD0262'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 802 MO. 1920 AND
 KD0262'RIVETED ON THE TOP OF A 3 1/2 INCH PIPE.
 KD0262
 KD0262                          STATION RECOVERY (1967)
 KD0262
 KD0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0955 ***********************************************************************
 JC0955  DESIGNATION -  805.3
 JC0955  PID         -  JC0955
 JC0955  STATE/COUNTY-  MO/OSAGE
 JC0955  USGS QUAD   -  WESTPHALIA EAST (1981)
 JC0955
 JC0955                         *CURRENT SURVEY CONTROL
 JC0955  ___________________________________________________________________
 JC0955* NAD 83(1986)-  38 25 18.     (N)    091 58 40.     (W)     SCALED    
 JC0955* NAVD 88     -       245.550  (meters)     805.61   (feet)  ADJUSTED  
 JC0955  ___________________________________________________________________
 JC0955  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JC0955  DYNAMIC HT  -         245.381 (meters)     805.05  (feet)  COMP
 JC0955  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 JC0955
 JC0955  VERT ORDER  -  FIRST     CLASS II
 JC0955
 JC0955.The horizontal coordinates were scaled from a topographic map and have
 JC0955.an estimated accuracy of +/- 6 seconds.
 JC0955
 JC0955.The orthometric height was determined by differential leveling
 JC0955.and adjusted by the National Geodetic Survey in June 1991..
 JC0955
 JC0955.The geoid height was determined by GEOID03.
 JC0955
 JC0955.The dynamic height is computed by dividing the NAVD 88
 JC0955.geopotential number by the normal gravity value computed on the
 JC0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0955.degrees latitude (g = 980.6199 gals.).
 JC0955
 JC0955.The modeled gravity was interpolated from observed gravity values.
 JC0955
 JC0955;                    North         East    Units  Estimated Accuracy
 JC0955;SPC MO C     -   287,360.      545,600.      MT  (+/- 180 meters Scaled)
 JC0955
 JC0955                          SUPERSEDED SURVEY CONTROL
 JC0955
 JC0955  NGVD 29 (??/??/92)  245.535  (m)          805.56   (f) ADJ UNCH    1 2
 JC0955
 JC0955.Superseded values are not recommended for survey control.
 JC0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0955.See file dsdata.txt to determine how the superseded data were derived.
 JC0955
 JC0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC892530(NAD 83)
 JC0955_MARKER: DD = SURVEY DISK
 JC0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0955_SP_SET: CULVERT
 JC0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0955
 JC0955  HISTORY     - Date     Condition        Report By
 JC0955  HISTORY     - UNK      MONUMENTED       USGS
 JC0955  HISTORY     - 1934     GOOD             NGS
 JC0955  HISTORY     - 1971     GOOD             USGS
 JC0955
 JC0955                          STATION DESCRIPTION
 JC0955
 JC0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0955'2 MI S FROM WESTPHALIA.
 JC0955'2.0 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM WESTPHALIA, OSAGE
 JC0955'COUNTY.  250 FEET SOUTHEAST OF THE SUMMIT OF A HILL, AT THE
 JC0955'JUNCTION OF A ROAD LEADING EAST, 25 FEET EAST OF THE CENTERLINE
 JC0955'OF THE ROAD, AND ON THE TOP OF AN 18-INCH CONCRETE PIPE CULVERT
 JC0955'UNDER THE ROAD.  A CHISELED SQUARE.
 JC0955
 JC0955                          STATION RECOVERY (1971)
 JC0955
 JC0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JC0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0148 ***********************************************************************
 LE0148  DESIGNATION -  807
 LE0148  PID         -  LE0148
 LE0148  STATE/COUNTY-  MO/ADAIR
 LE0148  USGS QUAD   -  STAHL (1979)
 LE0148
 LE0148                         *CURRENT SURVEY CONTROL
 LE0148  ___________________________________________________________________
 LE0148* NAD 83(1986)-  40 17 37.     (N)    092 47 47.     (W)     SCALED    
 LE0148* NAVD 88     -       245.145  (meters)     804.28   (feet)  ADJUSTED  
 LE0148  ___________________________________________________________________
 LE0148  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LE0148  DYNAMIC HT  -         245.018 (meters)     803.86  (feet)  COMP
 LE0148  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 LE0148
 LE0148  VERT ORDER  -  FIRST     CLASS II
 LE0148
 LE0148.The horizontal coordinates were scaled from a topographic map and have
 LE0148.an estimated accuracy of +/- 6 seconds.
 LE0148
 LE0148.The orthometric height was determined by differential leveling
 LE0148.and adjusted by the National Geodetic Survey in June 1991..
 LE0148
 LE0148.The geoid height was determined by GEOID03.
 LE0148
 LE0148.The dynamic height is computed by dividing the NAVD 88
 LE0148.geopotential number by the normal gravity value computed on the
 LE0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0148.degrees latitude (g = 980.6199 gals.).
 LE0148
 LE0148.The modeled gravity was interpolated from observed gravity values.
 LE0148
 LE0148;                    North         East    Units  Estimated Accuracy
 LE0148;SPC MO C     -   495,090.      474,800.      MT  (+/- 180 meters Scaled)
 LE0148
 LE0148                          SUPERSEDED SURVEY CONTROL
 LE0148
 LE0148  NGVD 29 (??/??/92)  245.144  (m)          804.28   (f) ADJ UNCH    1 2
 LE0148
 LE0148.Superseded values are not recommended for survey control.
 LE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0148.See file dsdata.txt to determine how the superseded data were derived.
 LE0148
 LE0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE173603(NAD 83)
 LE0148_MARKER: P = PIPE CAP
 LE0148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LE0148_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LE0148_STAMPING: 807 MO
 LE0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0148
 LE0148  HISTORY     - Date     Condition        Report By
 LE0148  HISTORY     - UNK      MONUMENTED       USGS
 LE0148  HISTORY     - 1933     GOOD             NGS
 LE0148  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0148
 LE0148                          STATION DESCRIPTION
 LE0148
 LE0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LE0148'0.4 MI NW FROM STAHL.
 LE0148'0.4 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0148'RAILROAD FROM STAHL, ADAIR COUNTY, AT MILEPOST 84, 200 FEET
 LE0148'NORTH OF THE TRACK, 100 FEET EAST OF A BRIDGE ON A ROAD
 LE0148'PARALLELING THE TRACK, ON THE SOUTHWEST SIDE OF THE ROAD, AND IN THE
 LE0148'FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 LE0148'STAMPED 807 MO AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 LE0148'NOTE-- IT WAS REPORTED IN MAY 1933 THAT THIS MARK MAY HAVE
 LE0148'BEEN DISTURBED, AS IT IS IN A PRIVATE ROAD AND IN THE PATHWAY
 LE0148'OF A SWINGING GATE.
 LE0148
 LE0148                          STATION RECOVERY (1967)
 LE0148
 LE0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1170 ***********************************************************************
 KD1170  DESIGNATION -  808
 KD1170  PID         -  KD1170
 KD1170  STATE/COUNTY-  MO/LIVINGSTON
 KD1170  USGS QUAD   -  AVALON (1984)
 KD1170
 KD1170                         *CURRENT SURVEY CONTROL
 KD1170  ___________________________________________________________________
 KD1170* NAD 83(1997)-  39 39 32.29199(N)    093 23 08.18422(W)     ADJUSTED  
 KD1170* NAVD 88     -       246.29   (+/-2cm)     808.0    (feet)  VERTCON   
 KD1170  ___________________________________________________________________
 KD1170  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 KD1170  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD1170
 KD1170  HORZ ORDER  -  SECOND
 KD1170  VERT ORDER  -  THIRD ? (See Below)
 KD1170
 KD1170.The horizontal coordinates were established by classical geodetic methods
 KD1170.and adjusted by the National Geodetic Survey in February 2000..
 KD1170
 KD1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1170.The vertical order pertains to the NGVD 29 superseded value.
 KD1170
 KD1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1170
 KD1170.The geoid height was determined by GEOID03.
 KD1170
 KD1170;                    North         East     Units Scale Factor Converg.
 KD1170;SPC MO C     -   424,960.794   424,004.256   MT  1.00000441   -0 33 54.8
 KD1170;UTM  15      - 4,389,978.381   466,921.521   MT  0.99961347   -0 14 46.0
 KD1170
 KD1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1170!SPC MO C     -   0.99996647  x   1.00000441  =   0.99997088
 KD1170!UTM  15      -   0.99996647  x   0.99961347  =   0.99957995
 KD1170
 KD1170                          SUPERSEDED SURVEY CONTROL
 KD1170
 KD1170  NAD 83(1997)-  39 39 32.29354(N)    093 23 08.18496(W) AD(       ) 2
 KD1170  NAD 83(1997)-  39 39 32.29533(N)    093 23 08.18789(W) AD(       ) 2
 KD1170  NAD 83(1986)-  39 39 32.29614(N)    093 23 08.18811(W) AD(       ) 2
 KD1170  NAD 27      -  39 39 32.22170(N)    093 23 07.43520(W) AD(       ) 2
 KD1170  NGVD 29 (07/19/86)  246.24   (m)          807.9    (f) LEVELING    3  
 KD1170
 KD1170.Superseded values are not recommended for survey control.
 KD1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1170.See file dsdata.txt to determine how the superseded data were derived.
 KD1170
 KD1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6692289978(NAD 83)
 KD1170_MARKER: DB = BENCH MARK DISK
 KD1170_SETTING: 0 = UNSPECIFIED SETTING
 KD1170
 KD1170  HISTORY     - Date     Condition        Report By
 KD1170  HISTORY     - 1948     MONUMENTED       USGS
 KD1170  HISTORY     - 1975     MARK NOT FOUND   NGS
 KD1170
 KD1170                          STATION DESCRIPTION
 KD1170
 KD1170'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 KD1170'THE U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED 808
 KD1170'IS NEAR THE NORTH EDGE OF A FIELD, 53.5 FEET
 KD1170'SOUTH OF AN EAST-WEST HEDGE ROW AND FENCE AND 20 FEET SOUTHEAST OF
 KD1170'A LONE ELM TREE.  THE DISK IS SET IN TOP OF A 6-INCH IRON PIPE
 KD1170'THAT IS FILLED WITH CONCRETE AND PROJECTS 5 INCHES.  A TRAVERSE
 KD1170'CONNECTION WAS MADE TO THIS MARK.
 KD1170'
 KD1170'TO REACH FROM THE VILLAGE OF AVALON, GO EAST ON COUNTY ROUTE J
 KD1170'FOR 2.85 MILES TO THE T-INTERSECTION WITH COUNTY ROUTE H AND
 KD1170'THE STATION.
 KD1170
 KD1170                          STATION RECOVERY (1975)
 KD1170
 KD1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KD1170'A THROUGH SEARCH WAS MADE SEVERAL TIMES FOR THIS MARK AND IT COULD
 KD1170'NOT BE FOUND.  THERE IS A CHANGE IN THIS AREA AND IT IS BELIEVED THIS
 KD1170'MARK IS DESTROYED.
 KD1170'
 KD1170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES EAST OF
 KD1170'AVALON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0995 ***********************************************************************
 JC0995  DESIGNATION -  81
 JC0995  PID         -  JC0995
 JC0995  STATE/COUNTY-  MO/GASCONADE
 JC0995  USGS QUAD   -  MORRISON (1982)
 JC0995
 JC0995                         *CURRENT SURVEY CONTROL
 JC0995  ___________________________________________________________________
 JC0995* NAD 83(1986)-  38 40 32.     (N)    091 37 46.     (W)     SCALED    
 JC0995* NAVD 88     -       162.029  (meters)     531.59   (feet)  POSTED    
 JC0995  ___________________________________________________________________
 JC0995  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JC0995  DYNAMIC HT  -         161.920 (meters)     531.23  (feet)  COMP
 JC0995  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 JC0995
 JC0995  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JC0995
 JC0995.The horizontal coordinates were scaled from a topographic map and have
 JC0995.an estimated accuracy of +/- 6 seconds.
 JC0995
 JC0995.The orthometric height was determined by differential leveling
 JC0995.and adjusted by the National Geodetic Survey in 1992..
 JC0995.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JC0995.rate of 4.1 thru 8.0 mm/km.
 JC0995
 JC0995.The geoid height was determined by GEOID03.
 JC0995
 JC0995.The dynamic height is computed by dividing the NAVD 88
 JC0995.geopotential number by the normal gravity value computed on the
 JC0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0995.degrees latitude (g = 980.6199 gals.).
 JC0995
 JC0995.The modeled gravity was interpolated from observed gravity values.
 JC0995
 JC0995;                    North         East    Units  Estimated Accuracy
 JC0995;SPC MO E     -   316,020.      151,720.      MT  (+/- 180 meters Scaled)
 JC0995
 JC0995                          SUPERSEDED SURVEY CONTROL
 JC0995
 JC0995  NGVD 29 (??/??/92)  162.044  (m)          531.64   (f) ADJ UNCH    1 2
 JC0995
 JC0995.Superseded values are not recommended for survey control.
 JC0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0995.See file dsdata.txt to determine how the superseded data were derived.
 JC0995
 JC0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC192816(NAD 83)
 JC0995_MARKER: B = BOLT
 JC0995_SETTING: 66 = SET IN ROCK OUTCROP
 JC0995_SP_SET: ROCK LEDGE
 JC0995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0995+STABILITY: POSITION/ELEVATION WELL
 JC0995
 JC0995  HISTORY     - Date     Condition        Report By
 JC0995  HISTORY     - UNK      MONUMENTED       MORC
 JC0995  HISTORY     - 1946     GOOD             NGS
 JC0995  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0995  HISTORY     - 1987     GOOD             USPSQD
 JC0995
 JC0995                          STATION DESCRIPTION
 JC0995
 JC0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0995'0.3 MI E FROM MORRISON.
 JC0995'ABOUT 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0995'MORRISON, GASCONADE COUNTY, ABOUT 4 RAILS WEST OF P.B.M. 80,
 JC0995'DESCRIBED ABOVE, ABOUT 4 YARDS EAST OF POLE 92+25, IN THE NORTH
 JC0995'FACE OF A 20-FOOT ROCK CUT, ABOUT 2-1/2 RAILS WEST OF THE EAST END,
 JC0995'14.5 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRACK, AND ABOUT 5
 JC0995'FEET HIGHER THAN THE GROUND.  A PUNCH MARK ON THE END OF A COPPER
 JC0995'BOLT, LEADED HORIZONTALLY INTO THE FACE OF A NATURAL LEDGE AND
 JC0995'SURROUNDED BY THE CHISELED LETTERS U.S.P.B.M.
 JC0995
 JC0995                          STATION RECOVERY (1986)
 JC0995
 JC0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0995'MARK NOT FOUND.
 JC0995
 JC0995                          STATION RECOVERY (1987)
 JC0995
 JC0995'RECOVERY NOTE BY US POWER SQUADRON 1987 (EPB)
 JC0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0058 ***********************************************************************
 LE0058  DESIGNATION -  810
 LE0058  PID         -  LE0058
 LE0058  STATE/COUNTY-  MO/KNOX
 LE0058  USGS QUAD   -  EDINA (1965)
 LE0058
 LE0058                         *CURRENT SURVEY CONTROL
 LE0058  ___________________________________________________________________
 LE0058* NAD 83(1986)-  40 13 06.     (N)    092 14 35.     (W)     SCALED    
 LE0058* NAVD 88     -       247.184  (meters)     810.97   (feet)  ADJUSTED  
 LE0058  ___________________________________________________________________
 LE0058  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LE0058  DYNAMIC HT  -         247.053 (meters)     810.54  (feet)  COMP
 LE0058  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 LE0058
 LE0058  VERT ORDER  -  SECOND    CLASS 0
 LE0058
 LE0058.The horizontal coordinates were scaled from a topographic map and have
 LE0058.an estimated accuracy of +/- 6 seconds.
 LE0058
 LE0058.The orthometric height was determined by differential leveling
 LE0058.and adjusted by the National Geodetic Survey in June 1991..
 LE0058
 LE0058.The geoid height was determined by GEOID03.
 LE0058
 LE0058.The dynamic height is computed by dividing the NAVD 88
 LE0058.geopotential number by the normal gravity value computed on the
 LE0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0058.degrees latitude (g = 980.6199 gals.).
 LE0058
 LE0058.The modeled gravity was interpolated from observed gravity values.
 LE0058
 LE0058;                    North         East    Units  Estimated Accuracy
 LE0058;SPC MO C     -   486,720.      521,870.      MT  (+/- 180 meters Scaled)
 LE0058
 LE0058                          SUPERSEDED SURVEY CONTROL
 LE0058
 LE0058  NGVD 29 (??/??/92)  247.207  (m)          811.04   (f) ADJ UNCH    2 0
 LE0058
 LE0058.Superseded values are not recommended for survey control.
 LE0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0058.See file dsdata.txt to determine how the superseded data were derived.
 LE0058
 LE0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE644522(NAD 83)
 LE0058_MARKER: X = CHISELED CROSS
 LE0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0058_SP_SET: PEDESTAL
 LE0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0058
 LE0058  HISTORY     - Date     Condition        Report By
 LE0058  HISTORY     - UNK      MONUMENTED       ATSFRR
 LE0058  HISTORY     - 1935     GOOD             NGS
 LE0058
 LE0058                          STATION DESCRIPTION
 LE0058
 LE0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0058'2.7 MI SW FROM BARING.
 LE0058'2.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LE0058'RAILWAY FROM THE STATION AT BARING, KNOX COUNTY, AT BRIDGE
 LE0058'293 A, ON THE TOP OF THE NORTHWEST CORNER OF THE SOUTHWEST
 LE0058'PEDESTAL, AND 6 INCHES LOWER THAN THE TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0261 ***********************************************************************
 KD0261  DESIGNATION -  815.18
 KD0261  PID         -  KD0261
 KD0261  STATE/COUNTY-  MO/MACON
 KD0261  USGS QUAD   -  NEW CAMBRIA EAST (1979)
 KD0261
 KD0261                         *CURRENT SURVEY CONTROL
 KD0261  ___________________________________________________________________
 KD0261* NAD 83(1986)-  39 45 36.     (N)    092 37 34.     (W)     SCALED    
 KD0261* NAVD 88     -       248.577  (meters)     815.54   (feet)  ADJUSTED  
 KD0261  ___________________________________________________________________
 KD0261  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD0261  DYNAMIC HT  -         248.440 (meters)     815.09  (feet)  COMP
 KD0261  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KD0261
 KD0261  VERT ORDER  -  SECOND    CLASS 0
 KD0261
 KD0261.The horizontal coordinates were scaled from a topographic map and have
 KD0261.an estimated accuracy of +/- 6 seconds.
 KD0261
 KD0261.The orthometric height was determined by differential leveling
 KD0261.and adjusted by the National Geodetic Survey in June 1991..
 KD0261
 KD0261.The geoid height was determined by GEOID03.
 KD0261
 KD0261.The dynamic height is computed by dividing the NAVD 88
 KD0261.geopotential number by the normal gravity value computed on the
 KD0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0261.degrees latitude (g = 980.6199 gals.).
 KD0261
 KD0261.The modeled gravity was interpolated from observed gravity values.
 KD0261
 KD0261;                    North         East    Units  Estimated Accuracy
 KD0261;SPC MO C     -   435,810.      489,190.      MT  (+/- 180 meters Scaled)
 KD0261
 KD0261                          SUPERSEDED SURVEY CONTROL
 KD0261
 KD0261  NGVD 29 (??/??/92)  248.566  (m)          815.50   (f) ADJ UNCH    2 0
 KD0261
 KD0261.Superseded values are not recommended for survey control.
 KD0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0261.See file dsdata.txt to determine how the superseded data were derived.
 KD0261
 KD0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE320011(NAD 83)
 KD0261_MARKER: Q = CHISELED SQUARE
 KD0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0261_SP_SET: SEMAPHORE BASE
 KD0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0261
 KD0261  HISTORY     - Date     Condition        Report By
 KD0261  HISTORY     - UNK      MONUMENTED       CGS
 KD0261  HISTORY     - 1946     GOOD             NGS
 KD0261  HISTORY     - 1967     GOOD             NGS
 KD0261
 KD0261                          STATION DESCRIPTION
 KD0261
 KD0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 KD0261'AT CALLAO.
 KD0261'AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 3 FEET
 KD0261'SOUTH OF THE TELEGRAPH OPERATORS WINDOW.  A CHISELED SQUARE
 KD0261'ON THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE SEMAPHORE BASE.
 KD0261
 KD0261                          STATION RECOVERY (1967)
 KD0261
 KD0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0322 ***********************************************************************
 LE0322  DESIGNATION -  819.9
 LE0322  PID         -  LE0322
 LE0322  STATE/COUNTY-  MO/GRUNDY
 LE0322  USGS QUAD   -  TRENTON EAST (1984)
 LE0322
 LE0322                         *CURRENT SURVEY CONTROL
 LE0322  ___________________________________________________________________
 LE0322* NAD 83(1986)-  40 04 42.     (N)    093 36 50.     (W)     SCALED    
 LE0322* NAVD 88     -       250.043  (meters)     820.35   (feet)  ADJUSTED  
 LE0322  ___________________________________________________________________
 LE0322  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LE0322  DYNAMIC HT  -         249.908 (meters)     819.91  (feet)  COMP
 LE0322  MODELED GRAV-     980,081.1   (mgal)                       NAVD 88
 LE0322
 LE0322  VERT ORDER  -  FIRST     CLASS II
 LE0322
 LE0322.The horizontal coordinates were scaled from a topographic map and have
 LE0322.an estimated accuracy of +/- 6 seconds.
 LE0322
 LE0322.The orthometric height was determined by differential leveling
 LE0322.and adjusted by the National Geodetic Survey in June 1991..
 LE0322
 LE0322.The geoid height was determined by GEOID03.
 LE0322
 LE0322.The dynamic height is computed by dividing the NAVD 88
 LE0322.geopotential number by the normal gravity value computed on the
 LE0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0322.degrees latitude (g = 980.6199 gals.).
 LE0322
 LE0322.The modeled gravity was interpolated from observed gravity values.
 LE0322
 LE0322;                    North         East    Units  Estimated Accuracy
 LE0322;SPC MO C     -   471,740.      405,000.      MT  (+/- 180 meters Scaled)
 LE0322
 LE0322                          SUPERSEDED SURVEY CONTROL
 LE0322
 LE0322  NGVD 29 (??/??/92)  250.004  (m)          820.22   (f) ADJ UNCH    1 2
 LE0322
 LE0322.Superseded values are not recommended for survey control.
 LE0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0322.See file dsdata.txt to determine how the superseded data were derived.
 LE0322
 LE0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE476366(NAD 83)
 LE0322_MARKER: Q = CHISELED SQUARE
 LE0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0322_SP_SET: BRICK PLATFORM
 LE0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0322
 LE0322  HISTORY     - Date     Condition        Report By
 LE0322  HISTORY     - UNK      MONUMENTED       RIRR
 LE0322  HISTORY     - 1943     MARK NOT FOUND   NGS
 LE0322
 LE0322                          STATION DESCRIPTION
 LE0322
 LE0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0322'AT TRENTON.
 LE0322'AT TRENTON, GRUNDY COUNTY, 24 FEET NORTH OF THE NORTHEAST CORNER
 LE0322'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, 18 FEET
 LE0322'WEST OF THE TRACK, 6 INCHES WEST OF A BRICK PLATFORM, AND ON THE
 LE0322'SOUTHEAST CORNER OF A CAST-IRON MANHOLE FRAME.  A SQUARE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0002 ***********************************************************************
 HD0002  DESIGNATION -  82 M
 HD0002  PID         -  HD0002
 HD0002  STATE/COUNTY-  MO/LACLEDE
 HD0002  USGS QUAD   -  DRYNOB (1976)
 HD0002
 HD0002                         *CURRENT SURVEY CONTROL
 HD0002  ___________________________________________________________________
 HD0002* NAD 83(1986)-  37 38 16.     (N)    092 27 27.     (W)     SCALED    
 HD0002* NAVD 88     -       321.198  (meters)    1053.80   (feet)  ADJUSTED  
 HD0002  ___________________________________________________________________
 HD0002  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 HD0002  DYNAMIC HT  -         320.948 (meters)    1052.98  (feet)  COMP
 HD0002  MODELED GRAV-     979,843.4   (mgal)                       NAVD 88
 HD0002
 HD0002  VERT ORDER  -  SECOND    CLASS 0
 HD0002
 HD0002.The horizontal coordinates were scaled from a topographic map and have
 HD0002.an estimated accuracy of +/- 6 seconds.
 HD0002
 HD0002.The orthometric height was determined by differential leveling
 HD0002.and adjusted by the National Geodetic Survey in June 1991..
 HD0002
 HD0002.The geoid height was determined by GEOID03.
 HD0002
 HD0002.The dynamic height is computed by dividing the NAVD 88
 HD0002.geopotential number by the normal gravity value computed on the
 HD0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0002.degrees latitude (g = 980.6199 gals.).
 HD0002
 HD0002.The modeled gravity was interpolated from observed gravity values.
 HD0002
 HD0002;                    North         East    Units  Estimated Accuracy
 HD0002;SPC MO C     -   200,230.      503,750.      MT  (+/- 180 meters Scaled)
 HD0002
 HD0002                          SUPERSEDED SURVEY CONTROL
 HD0002
 HD0002  NGVD 29 (??/??/92)  321.088  (m)         1053.44   (f) ADJ UNCH    2 0
 HD0002
 HD0002.Superseded values are not recommended for survey control.
 HD0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0002.See file dsdata.txt to determine how the superseded data were derived.
 HD0002
 HD0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB478657(NAD 83)
 HD0002_MARKER: DD = SURVEY DISK
 HD0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0002_STAMPING: 82 M 1931
 HD0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0002+STABILITY: SURFACE MOTION
 HD0002
 HD0002  HISTORY     - Date     Condition        Report By
 HD0002  HISTORY     - 1931     MONUMENTED       USGS
 HD0002
 HD0002                          STATION DESCRIPTION
 HD0002
 HD0002'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HD0002'AT DRYNOB.
 HD0002'AT DRYNOB, LACLEDE COUNTY, ON STATE HIGHWAY 32, 0.5 MILE
 HD0002'NORTHEAST OF OAKLAND SCHOOL, 0.1 MILE SOUTHEAST OF THE JUNCTION
 HD0002'OF A ROAD LEADING NORTHEAST TO THE VILLAGE, AND EAST OF THE
 HD0002'HIGHWAY.  A U.S. GEOLOGICAL SURVEY STANDARD DISK STAMPED 82 M
 HD0002'1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0203 ***********************************************************************
 JD0203  DESIGNATION -  820.6=BM
 JD0203  PID         -  JD0203
 JD0203  STATE/COUNTY-  MO/CAMDEN
 JD0203  USGS QUAD   -  CAMDENTON (1983)
 JD0203
 JD0203                         *CURRENT SURVEY CONTROL
 JD0203  ___________________________________________________________________
 JD0203* NAD 83(1986)-  38 06 03.     (N)    092 41 08.     (W)     SCALED    
 JD0203* NAVD 88     -       250.178  (meters)     820.79   (feet)  ADJUSTED  
 JD0203  ___________________________________________________________________
 JD0203  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JD0203  DYNAMIC HT  -         249.997 (meters)     820.20  (feet)  COMP
 JD0203  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 JD0203
 JD0203  VERT ORDER  -  SECOND    CLASS 0
 JD0203
 JD0203.The horizontal coordinates were scaled from a topographic map and have
 JD0203.an estimated accuracy of +/- 6 seconds.
 JD0203
 JD0203.The orthometric height was determined by differential leveling
 JD0203.and adjusted by the National Geodetic Survey in June 1991..
 JD0203
 JD0203.The geoid height was determined by GEOID03.
 JD0203
 JD0203.The dynamic height is computed by dividing the NAVD 88
 JD0203.geopotential number by the normal gravity value computed on the
 JD0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0203.degrees latitude (g = 980.6199 gals.).
 JD0203
 JD0203.The modeled gravity was interpolated from observed gravity values.
 JD0203
 JD0203;                    North         East    Units  Estimated Accuracy
 JD0203;SPC MO C     -   251,640.      483,730.      MT  (+/- 180 meters Scaled)
 JD0203
 JD0203                          SUPERSEDED SURVEY CONTROL
 JD0203
 JD0203  NGVD 29 (??/??/92)  250.096  (m)          820.52   (f) ADJ UNCH    2 0
 JD0203
 JD0203.Superseded values are not recommended for survey control.
 JD0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0203.See file dsdata.txt to determine how the superseded data were derived.
 JD0203
 JD0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC275170(NAD 83)
 JD0203_MARKER: N = NAIL
 JD0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0203_SP_SET: OAK TREE
 JD0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0203
 JD0203  HISTORY     - Date     Condition        Report By
 JD0203  HISTORY     - UNK      MONUMENTED       MODT
 JD0203  HISTORY     - 1934     GOOD             NGS
 JD0203
 JD0203                          STATION DESCRIPTION
 JD0203
 JD0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0203'0.8 MI SW FROM DAMSEL.
 JD0203'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 54 FROM DAMSEL, AT A 20-INCH
 JD0203'OAK TREE, AND IN A ROOT.  A STEEL NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0581 ***********************************************************************
 HD0581  DESIGNATION -  823
 HD0581  PID         -  HD0581
 HD0581  STATE/COUNTY-  MO/HICKORY
 HD0581  USGS QUAD   -  HERMITAGE (1982)
 HD0581
 HD0581                         *CURRENT SURVEY CONTROL
 HD0581  ___________________________________________________________________
 HD0581* NAD 83(1986)-  37 56 27.     (N)    093 18 57.     (W)     SCALED    
 HD0581* NAVD 88     -       250.700  (meters)     822.50   (feet)  ADJUSTED  
 HD0581  ___________________________________________________________________
 HD0581  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HD0581  DYNAMIC HT  -         250.517 (meters)     821.90  (feet)  COMP
 HD0581  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 HD0581
 HD0581  VERT ORDER  -  SECOND    CLASS 0
 HD0581
 HD0581.The horizontal coordinates were scaled from a topographic map and have
 HD0581.an estimated accuracy of +/- 6 seconds.
 HD0581
 HD0581.The orthometric height was determined by differential leveling
 HD0581.and adjusted by the National Geodetic Survey in June 1991..
 HD0581
 HD0581.The geoid height was determined by GEOID03.
 HD0581
 HD0581.The dynamic height is computed by dividing the NAVD 88
 HD0581.geopotential number by the normal gravity value computed on the
 HD0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0581.degrees latitude (g = 980.6199 gals.).
 HD0581
 HD0581.The modeled gravity was interpolated from observed gravity values.
 HD0581
 HD0581;                    North         East    Units  Estimated Accuracy
 HD0581;SPC MO C     -   234,180.      428,290.      MT  (+/- 180 meters Scaled)
 HD0581
 HD0581                          SUPERSEDED SURVEY CONTROL
 HD0581
 HD0581  NGVD 29 (??/??/92)  250.590  (m)          822.14   (f) ADJ UNCH    2 0
 HD0581
 HD0581.Superseded values are not recommended for survey control.
 HD0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0581.See file dsdata.txt to determine how the superseded data were derived.
 HD0581
 HD0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB722992(NAD 83)
 HD0581_MARKER: DD = SURVEY DISK
 HD0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0581_STAMPING: 823 TT 98 B 1933
 HD0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0581+STABILITY: SURFACE MOTION
 HD0581
 HD0581  HISTORY     - Date     Condition        Report By
 HD0581  HISTORY     - 1933     MONUMENTED       USGS
 HD0581
 HD0581                          STATION DESCRIPTION
 HD0581
 HD0581'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 HD0581'AT HERMITAGE.
 HD0581'AT HERMITAGE, HICKORY COUNTY, 83.7 FEET NORTHEAST OF THE
 HD0581'NORTHEAST CORNER OF THE COURT HOUSE, 43.0 FEET SOUTH OF THE
 HD0581'NORTHEAST CORNER OF A WALL AROUND THE COURT HOUSE YARD, 49.0
 HD0581'FEET WEST, AND LEVEL WITH THE CENTERLINE OF A NORTH AND SOUTH
 HD0581'STREET AND 1.0 FOOT NORTH OF A 4-BY-4 INCH MARKER POST.  A U.S.
 HD0581'GEOLOGICAL SURVEY BRONZE DISK, STAMPED 823 TT 98 B 1933 AND SET
 HD0581'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1544 ***********************************************************************
 HD1544  DESIGNATION -  823 RESET
 HD1544  PID         -  HD1544
 HD1544  STATE/COUNTY-  MO/HICKORY
 HD1544  USGS QUAD   -  HERMITAGE (1982)
 HD1544
 HD1544                         *CURRENT SURVEY CONTROL
 HD1544  ___________________________________________________________________
 HD1544* NAD 83(1986)-  37 56 27.     (N)    093 18 57.     (W)     SCALED    
 HD1544* NAVD 88     -       251.56   (meters)     825.3    (feet)  RESET     
 HD1544  ___________________________________________________________________
 HD1544  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HD1544
 HD1544  VERT ORDER  -  THIRD
 HD1544
 HD1544.The horizontal coordinates were scaled from a topographic map and have
 HD1544.an estimated accuracy of +/- 6 seconds.
 HD1544
 HD1544.The orthometric height was computed from unverified reset data.
 HD1544.No vertical observational check was made to the station.
 HD1544
 HD1544.The geoid height was determined by GEOID03.
 HD1544
 HD1544;                    North         East    Units  Estimated Accuracy
 HD1544;SPC MO C     -   234,180.      428,290.      MT  (+/- 180 meters Scaled)
 HD1544
 HD1544                          SUPERSEDED SURVEY CONTROL
 HD1544
 HD1544  NGVD 29 (02/22/06)  251.45   (m)          825.0    (f) RESET       3  
 HD1544
 HD1544.Superseded values are not recommended for survey control.
 HD1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1544.See file dsdata.txt to determine how the superseded data were derived.
 HD1544
 HD1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB722992(NAD 83)
 HD1544_MARKER: DB = BENCH MARK DISK
 HD1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1544_SP_SET: CONCRETE POST
 HD1544_STAMPING: 823 USGS RESET 1984
 HD1544_MARK LOGO: NGS   
 HD1544_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1544+STABILITY: SURFACE MOTION
 HD1544
 HD1544  HISTORY     - Date     Condition        Report By
 HD1544  HISTORY     - 1984     MONUMENTED       NGS
 HD1544  HISTORY     - 19990215 GOOD             USPSQD
 HD1544
 HD1544                          STATION DESCRIPTION
 HD1544
 HD1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HD1544'IN HERMITAGE, IN THE SOUTHEAST CORNER OF THE HICKORY COUNTY COURTHOUSE
 HD1544'YARD, 91.40 FT (27.86 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HD1544'COURTHOUSE BUILDING, 51.0 FT (15.5 M) WEST OF THE CENTERLINE OF
 HD1544'JACKSON STREET, 48.5 FEET NORTH OF THE CENTERLINE OF POLK STREET,
 HD1544'12.5 FT (3.8 M) NORTH OF THE SOUTH RETAINING WALL OF THE COURTHOUSE
 HD1544'YARD, 9.5 FT (2.9 M) WEST OF THE EAST RETAINING WALL AND ABOUT 3 FT
 HD1544'(0.9 M) HIGHER THAN POLK STREET, MARK IS FLUSH WITH THE GROUND.
 HD1544
 HD1544                          STATION RECOVERY (1999)
 HD1544
 HD1544'RECOVERY NOTE BY US POWER SQUADRON 1999
 HD1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0381 ***********************************************************************
 KE0381  DESIGNATION -  826
 KE0381  PID         -  KE0381
 KE0381  STATE/COUNTY-  MO/BUCHANAN
 KE0381  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0381
 KE0381                         *CURRENT SURVEY CONTROL
 KE0381  ___________________________________________________________________
 KE0381* NAD 83(1986)-  39 46 52.     (N)    094 52 19.     (W)     SCALED    
 KE0381* NAVD 88     -       252.239  (meters)     827.55   (feet)  ADJUSTED  
 KE0381  ___________________________________________________________________
 KE0381  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KE0381  DYNAMIC HT  -         252.092 (meters)     827.07  (feet)  COMP
 KE0381  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 KE0381
 KE0381  VERT ORDER  -  FIRST     CLASS II
 KE0381
 KE0381.The horizontal coordinates were scaled from a topographic map and have
 KE0381.an estimated accuracy of +/- 6 seconds.
 KE0381
 KE0381.The orthometric height was determined by differential leveling
 KE0381.and adjusted by the National Geodetic Survey in June 1991..
 KE0381
 KE0381.The geoid height was determined by GEOID03.
 KE0381
 KE0381.The dynamic height is computed by dividing the NAVD 88
 KE0381.geopotential number by the normal gravity value computed on the
 KE0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0381.degrees latitude (g = 980.6199 gals.).
 KE0381
 KE0381.The modeled gravity was interpolated from observed gravity values.
 KE0381
 KE0381;                    North         East    Units  Estimated Accuracy
 KE0381;SPC MO W     -   401,230.      818,140.      MT  (+/- 180 meters Scaled)
 KE0381
 KE0381                          SUPERSEDED SURVEY CONTROL
 KE0381
 KE0381  NGVD 29 (??/??/92)  252.144  (m)          827.24   (f) ADJ UNCH    1 2
 KE0381
 KE0381.Superseded values are not recommended for survey control.
 KE0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0381.See file dsdata.txt to determine how the superseded data were derived.
 KE0381
 KE0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE396051(NAD 83)
 KE0381_MARKER: DD = SURVEY DISK
 KE0381_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0381_SP_SET: PIER
 KE0381_STAMPING: 826
 KE0381_MARK LOGO: NONE  
 KE0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0381+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 KE0381
 KE0381  HISTORY     - Date     Condition        Report By
 KE0381  HISTORY     - UNK      MONUMENTED       RBNF
 KE0381  HISTORY     - 1948     GOOD             NGS
 KE0381  HISTORY     - 1966     GOOD             NGS
 KE0381  HISTORY     - 19890815 GOOD             NGS
 KE0381  HISTORY     - 20060704 GOOD             GEOCAC
 KE0381
 KE0381                          STATION DESCRIPTION
 KE0381
 KE0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0381'2.2 MI N FROM ST JOSEPH.
 KE0381'2.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0381'FROM THE STATION AT ST. JOSEPH, AT THE OVERHEAD BRIDGE OF COUNTY
 KE0381'ROAD 00, SET VERTICALLY IN THE WEST FACE OF THE CENTER PILLAR
 KE0381'OF THE MOST EASTERLY ROW OF THREE PILLARS AT THE EAST END OF THE
 KE0381'BRIDGE, 12.0 FEET EAST OF THE EAST RAIL OF THE MOST EASTERLY TRACK,
 KE0381'2.5 FEET ABOVE THE GROUND, 2.2 FEET NORTH OF THE SOUTHWEST CORNER
 KE0381'AND 0.8 FOOT SOUTH OF THE NORTHWEST CORNER OF THE PILLAR.
 KE0381
 KE0381                          STATION RECOVERY (1966)
 KE0381
 KE0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KE0381'RECOVERED IN GOOD CONDITION.
 KE0381
 KE0381                          STATION RECOVERY (1989)
 KE0381
 KE0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0381'RECOVERED IN GOOD CONDITION.
 KE0381
 KE0381                          STATION RECOVERY (2006)
 KE0381
 KE0381'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0381' 
 KE0381' 
 KE0381' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1809 ***********************************************************************
 JD1809  DESIGNATION -  830.90
 JD1809  PID         -  JD1809
 JD1809  STATE/COUNTY-  MO/JOHNSON
 JD1809  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1809
 JD1809                         *CURRENT SURVEY CONTROL
 JD1809  ___________________________________________________________________
 JD1809* NAD 83(1986)-  38 45 47.     (N)    093 44 27.     (W)     SCALED    
 JD1809* NAVD 88     -       253.448  (meters)     831.52   (feet)  POSTED    
 JD1809  ___________________________________________________________________
 JD1809  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1809  DYNAMIC HT  -         253.280 (meters)     830.97  (feet)  COMP
 JD1809  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 JD1809
 JD1809  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JD1809
 JD1809.The horizontal coordinates were scaled from a topographic map and have
 JD1809.an estimated accuracy of +/- 6 seconds.
 JD1809
 JD1809.The orthometric height was determined by differential leveling
 JD1809.and adjusted by the National Geodetic Survey in 1992..
 JD1809.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JD1809.rate of 0.0 thru 1.0 mm/km.
 JD1809
 JD1809.The geoid height was determined by GEOID03.
 JD1809
 JD1809.The dynamic height is computed by dividing the NAVD 88
 JD1809.geopotential number by the normal gravity value computed on the
 JD1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1809.degrees latitude (g = 980.6199 gals.).
 JD1809
 JD1809.The modeled gravity was interpolated from observed gravity values.
 JD1809
 JD1809;                    North         East    Units  Estimated Accuracy
 JD1809;SPC MO W     -   288,420.      915,980.      MT  (+/- 180 meters Scaled)
 JD1809
 JD1809                          SUPERSEDED SURVEY CONTROL
 JD1809
 JD1809  NGVD 29 (??/??/92)  253.355  (m)          831.22   (f) ADJ UNCH    1 2
 JD1809
 JD1809.Superseded values are not recommended for survey control.
 JD1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1809.See file dsdata.txt to determine how the superseded data were derived.
 JD1809
 JD1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC356907(NAD 83)
 JD1809_MARKER: Q = CHISELED SQUARE
 JD1809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1809_SP_SET: TOWER SUPPORT
 JD1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1809
 JD1809  HISTORY     - Date     Condition        Report By
 JD1809  HISTORY     - UNK      MONUMENTED       USGS
 JD1809  HISTORY     - 1946     GOOD             NGS
 JD1809  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1809
 JD1809                          STATION DESCRIPTION
 JD1809
 JD1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1809'AT WARRENSBURG.
 JD1809'AT WARRENSBURG, AND ON THE MISSOURI PACIFIC RAILROAD, 75 FEET
 JD1809'WEST OF THE CENTER LINE OF HOLDEN STREET, 51 FEET NORTH OF AND
 JD1809'ACROSS THE TRACKS FROM THE MISSOURI PACIFIC RAILROAD STATION,
 JD1809'24 FEET NORTH OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE
 JD1809'OF THE MAIN TRACKS.  A CHISELED SQUARE ON THE TOP OF THE CONCRETE
 JD1809'BASE OF THE EAST SUPPORT OF THE WATCHMANS TOWER.
 JD1809
 JD1809                          STATION RECOVERY (1963)
 JD1809
 JD1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0999 ***********************************************************************
 JC0999  DESIGNATION -  83=24/1 CAP
 JC0999  PID         -  JC0999
 JC0999  STATE/COUNTY-  MO/OSAGE
 JC0999  USGS QUAD   -  MORRISON (1982)
 JC0999
 JC0999                         *CURRENT SURVEY CONTROL
 JC0999  ___________________________________________________________________
 JC0999* NAD 83(1986)-  38 40 36.     (N)    091 40 33.     (W)     SCALED    
 JC0999* NAVD 88     -       163.490  (meters)     536.38   (feet)  POSTED    
 JC0999  ___________________________________________________________________
 JC0999  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JC0999  DYNAMIC HT  -         163.380 (meters)     536.02  (feet)  COMP
 JC0999  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 JC0999
 JC0999  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JC0999
 JC0999.The horizontal coordinates were scaled from a topographic map and have
 JC0999.an estimated accuracy of +/- 6 seconds.
 JC0999
 JC0999.The orthometric height was determined by differential leveling
 JC0999.and adjusted by the National Geodetic Survey in 1992..
 JC0999.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JC0999.rate of 0.0 thru 1.0 mm/km.
 JC0999
 JC0999.The geoid height was determined by GEOID03.
 JC0999
 JC0999.The dynamic height is computed by dividing the NAVD 88
 JC0999.geopotential number by the normal gravity value computed on the
 JC0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0999.degrees latitude (g = 980.6199 gals.).
 JC0999
 JC0999.The modeled gravity was interpolated from observed gravity values.
 JC0999
 JC0999;                    North         East    Units  Estimated Accuracy
 JC0999;SPC MO C     -   315,860.      571,710.      MT  (+/- 180 meters Scaled)
 JC0999
 JC0999                          SUPERSEDED SURVEY CONTROL
 JC0999
 JC0999  NGVD 29 (??/??/92)  163.500  (m)          536.42   (f) ADJ UNCH    1 2
 JC0999
 JC0999.Superseded values are not recommended for survey control.
 JC0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0999.See file dsdata.txt to determine how the superseded data were derived.
 JC0999
 JC0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC151817(NAD 83)
 JC0999_MARKER: B = BOLT
 JC0999_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0999_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0999
 JC0999  HISTORY     - Date     Condition        Report By
 JC0999  HISTORY     - UNK      MONUMENTED       MORC
 JC0999  HISTORY     - 1946     GOOD             NGS
 JC0999  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0999
 JC0999                          STATION DESCRIPTION
 JC0999
 JC0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0999'2.2 MI W FROM MORRISON.
 JC0999'IN OSAGE COUNTY, ABOUT 2-1/4 MILES WEST ALONG THE MISSOURI PACIFIC
 JC0999'RAILROAD FROM MORRISON,  GASCONADE COUNTY, ON THE WEST SIDE OF A
 JC0999'LARGE BREAK IN THE BLUFF, OPPOSITE POLE 95+7, ABOUT 4 POLES WEST OF
 JC0999'AN ELECTRIC BLOCK SIGNAL, ABOUT 300 YARDS NORTH OF A 2-STORY FRAME
 JC0999'HOUSE ON THE TOP OF A HILL, 57.5 FEET WEST OF THE WEST END OF THE
 JC0999'SOUTH HEAD WALL OF A CONCRETE CULVERT AND UNDERPASS (BUILT IN 1925),
 JC0999'ABOUT 40 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRACK, AND
 JC0999'ABOUT 2-1/2 FEET HIGHER THAN THE RAIL.  A COPPER BOLT LEADED IN THE
 JC0999'TOP OF A STONE 18 INCHES SQUARE AND SET ABOUT 3 FEET UNDER GROUND,
 JC0999'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING ABOUT 10
 JC0999'INCHES ABOVE GROUND AND BEARING A MISSOURI RIVER COMMISSION
 JC0999'STANDARD CAP.
 JC0999
 JC0999                          STATION RECOVERY (1986)
 JC0999
 JC0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0011 ***********************************************************************
 HC0011  DESIGNATION -  833
 HC0011  PID         -  HC0011
 HC0011  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0011  USGS QUAD   -  WEINGARTEN (1980)
 HC0011
 HC0011                         *CURRENT SURVEY CONTROL
 HC0011  ___________________________________________________________________
 HC0011* NAD 83(1986)-  37 53 15.     (N)    090 12 52.     (W)     SCALED    
 HC0011* NAVD 88     -       253.73   (+/-2cm)     832.4    (feet)  VERTCON   
 HC0011  ___________________________________________________________________
 HC0011  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HC0011
 HC0011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HC0011
 HC0011.The horizontal coordinates were scaled from a topographic map and have
 HC0011.an estimated accuracy of +/- 6 seconds.
 HC0011
 HC0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0011.The vertical order pertains to the NGVD 29 superseded value.
 HC0011
 HC0011.The geoid height was determined by GEOID03.
 HC0011
 HC0011;                    North         East    Units  Estimated Accuracy
 HC0011;SPC MO E     -   227,990.      275,120.      MT  (+/- 180 meters Scaled)
 HC0011
 HC0011                          SUPERSEDED SURVEY CONTROL
 HC0011
 HC0011  NGVD 29 (??/??/92)  253.798  (m)          832.67   (f) ADJ UNCH    2 0
 HC0011
 HC0011.Superseded values are not recommended for survey control.
 HC0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0011.See file dsdata.txt to determine how the superseded data were derived.
 HC0011
 HC0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB449969(NAD 83)
 HC0011_MARKER: DD = SURVEY DISK
 HC0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0011_SP_SET: WATER TANK
 HC0011_STAMPING: 833 1907
 HC0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0011
 HC0011  HISTORY     - Date     Condition        Report By
 HC0011  HISTORY     - 1907     MONUMENTED       USGS
 HC0011  HISTORY     - 1934     GOOD             NGS
 HC0011
 HC0011                          STATION DESCRIPTION
 HC0011
 HC0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0011'AT WEINGARTEN.
 HC0011'AT WEINGARTEN, ON THE MISSOURI-ILLINOIS RAILROAD, 96 FEET SOUTH
 HC0011'OF THE TWENTIETH POLE WEST OF MILEPOST 97, 51 FEET NORTH OF
 HC0011'STATE HIGHWAY 32, AT A WATER TANK, AND 15 FEET SOUTH OF THE SOUTH
 HC0011'RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 HC0011'833 1907.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0823 ***********************************************************************
 JC0823  DESIGNATION -  833
 JC0823  PID         -  JC0823
 JC0823  STATE/COUNTY-  MO/GASCONADE
 JC0823  USGS QUAD   -  OWENSVILLE EAST (1980)
 JC0823
 JC0823                         *CURRENT SURVEY CONTROL
 JC0823  ___________________________________________________________________
 JC0823* NAD 83(1986)-  38 15 56.     (N)    091 28 13.     (W)     SCALED    
 JC0823* NAVD 88     -       254.731  (meters)     835.73   (feet)  ADJUSTED  
 JC0823  ___________________________________________________________________
 JC0823  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JC0823  DYNAMIC HT  -         254.553 (meters)     835.15  (feet)  COMP
 JC0823  MODELED GRAV-     979,923.5   (mgal)                       NAVD 88
 JC0823
 JC0823  VERT ORDER  -  SECOND    CLASS 0
 JC0823
 JC0823.The horizontal coordinates were scaled from a topographic map and have
 JC0823.an estimated accuracy of +/- 6 seconds.
 JC0823
 JC0823.The orthometric height was determined by differential leveling
 JC0823.and adjusted by the National Geodetic Survey in June 1991..
 JC0823
 JC0823.The geoid height was determined by GEOID03.
 JC0823
 JC0823.The dynamic height is computed by dividing the NAVD 88
 JC0823.geopotential number by the normal gravity value computed on the
 JC0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0823.degrees latitude (g = 980.6199 gals.).
 JC0823
 JC0823.The modeled gravity was interpolated from observed gravity values.
 JC0823
 JC0823;                    North         East    Units  Estimated Accuracy
 JC0823;SPC MO E     -   270,350.      165,090.      MT  (+/- 180 meters Scaled)
 JC0823
 JC0823                          SUPERSEDED SURVEY CONTROL
 JC0823
 JC0823  NGVD 29 (??/??/92)  254.722  (m)          835.70   (f) ADJ UNCH    2 0
 JC0823
 JC0823.Superseded values are not recommended for survey control.
 JC0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0823.See file dsdata.txt to determine how the superseded data were derived.
 JC0823
 JC0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC338363(NAD 83)
 JC0823_MARKER: P = PIPE CAP
 JC0823_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0823_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0823_STAMPING: 833
 JC0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0823
 JC0823  HISTORY     - Date     Condition        Report By
 JC0823  HISTORY     - UNK      MONUMENTED       USGS
 JC0823  HISTORY     - 1935     GOOD             NGS
 JC0823
 JC0823                          STATION DESCRIPTION
 JC0823
 JC0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0823'5.8 MI S FROM OWENSVILLE.
 JC0823'5.8 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE HIGH SCHOOL AT
 JC0823'OWENSVILLE, GASCONADE COUNTY, 0.2 MILE EAST OF A SERVICE STATION
 JC0823'AND DANCE HALL, AT BEM, 5 YARDS SOUTH OF THE SOUTHWEST CORNER
 JC0823'OF A GENERAL STORE, IN THE SOUTHWEST CORNER OF THE YARD OF THE
 JC0823'RESIDENCE ADJOINING THE STORE, 1 FOOT EAST OF A FENCE, AND 1
 JC0823'YARD NORTH OF THE FENCE CORNER.  A UNITED STATES GEOLOGICAL
 JC0823'SURVEY STANDARD CAP, STAMPED 833 AND RIVETED ON THE TOP OF A
 JC0823'3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0049 ***********************************************************************
 LE0049  DESIGNATION -  833
 LE0049  PID         -  LE0049
 LE0049  STATE/COUNTY-  MO/KNOX
 LE0049  USGS QUAD   -  HURDLAND (1966)
 LE0049
 LE0049                         *CURRENT SURVEY CONTROL
 LE0049  ___________________________________________________________________
 LE0049* NAD 83(1986)-  40 08 48.     (N)    092 20 01.     (W)     SCALED    
 LE0049* NAVD 88     -       254.038  (meters)     833.46   (feet)  ADJUSTED  
 LE0049  ___________________________________________________________________
 LE0049  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LE0049  DYNAMIC HT  -         253.903 (meters)     833.01  (feet)  COMP
 LE0049  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 LE0049
 LE0049  VERT ORDER  -  SECOND    CLASS 0
 LE0049
 LE0049.The horizontal coordinates were scaled from a topographic map and have
 LE0049.an estimated accuracy of +/- 6 seconds.
 LE0049
 LE0049.The orthometric height was determined by differential leveling
 LE0049.and adjusted by the National Geodetic Survey in June 1991..
 LE0049
 LE0049.The geoid height was determined by GEOID03.
 LE0049
 LE0049.The dynamic height is computed by dividing the NAVD 88
 LE0049.geopotential number by the normal gravity value computed on the
 LE0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0049.degrees latitude (g = 980.6199 gals.).
 LE0049
 LE0049.The modeled gravity was interpolated from observed gravity values.
 LE0049
 LE0049;                    North         East    Units  Estimated Accuracy
 LE0049;SPC MO C     -   478,750.      514,180.      MT  (+/- 180 meters Scaled)
 LE0049
 LE0049                          SUPERSEDED SURVEY CONTROL
 LE0049
 LE0049  NGVD 29 (??/??/92)  254.061  (m)          833.53   (f) ADJ UNCH    2 0
 LE0049
 LE0049.Superseded values are not recommended for survey control.
 LE0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0049.See file dsdata.txt to determine how the superseded data were derived.
 LE0049
 LE0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE567442(NAD 83)
 LE0049_MARKER: X = CHISELED CROSS
 LE0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0049_SP_SET: BRIDGE
 LE0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0049
 LE0049  HISTORY     - Date     Condition        Report By
 LE0049  HISTORY     - UNK      MONUMENTED       ATSFRR
 LE0049  HISTORY     - 1946     GOOD             NGS
 LE0049
 LE0049                          STATION DESCRIPTION
 LE0049
 LE0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 LE0049'AT HURDLAND.
 LE0049'AT HURDLAND, KNOX COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 LE0049'FE RAILWAY, 0.3 MILE SOUTHWEST OF THE STATION, AT BRIDGE 300 AA,
 LE0049'ON THE TOP OF THE EAST CORNER OF THE SOUTHEAST HEADWALL, AND 1-1/2
 LE0049'FEET LOWER THAN THE TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2210 ***********************************************************************
 JD2210  DESIGNATION -  833.97
 JD2210  PID         -  JD2210
 JD2210  STATE/COUNTY-  MO/JOHNSON
 JD2210  USGS QUAD   -  BURTVILLE (1955)
 JD2210
 JD2210                         *CURRENT SURVEY CONTROL
 JD2210  ___________________________________________________________________
 JD2210* NAD 83(1986)-  38 43 54.     (N)    093 33 37.     (W)     SCALED    
 JD2210* NAVD 88     -       254.442  (meters)     834.78   (feet)  POSTED    
 JD2210  ___________________________________________________________________
 JD2210  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2210  DYNAMIC HT  -         254.270 (meters)     834.22  (feet)  COMP
 JD2210  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 JD2210
 JD2210  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JD2210
 JD2210.The horizontal coordinates were scaled from a topographic map and have
 JD2210.an estimated accuracy of +/- 6 seconds.
 JD2210
 JD2210.The orthometric height was determined by differential leveling
 JD2210.and adjusted by the National Geodetic Survey in 1992..
 JD2210.No vertical observational check was made to the station.
 JD2210.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JD2210.was located on a no-check spur therefore a value was not computed.
 JD2210
 JD2210.The geoid height was determined by GEOID03.
 JD2210
 JD2210.The dynamic height is computed by dividing the NAVD 88
 JD2210.geopotential number by the normal gravity value computed on the
 JD2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2210.degrees latitude (g = 980.6199 gals.).
 JD2210
 JD2210.The modeled gravity was interpolated from observed gravity values.
 JD2210
 JD2210;                    North         East    Units  Estimated Accuracy
 JD2210;SPC MO W     -   285,080.      931,710.      MT  (+/- 180 meters Scaled)
 JD2210
 JD2210                          SUPERSEDED SURVEY CONTROL
 JD2210
 JD2210  NGVD 29 (??/??/92)  254.362  (m)          834.52   (f) ADJ UNCH    1 2
 JD2210
 JD2210.Superseded values are not recommended for survey control.
 JD2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2210.See file dsdata.txt to determine how the superseded data were derived.
 JD2210
 JD2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC513871(NAD 83)
 JD2210_MARKER: Q = CHISELED SQUARE
 JD2210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2210_SP_SET: CONCRETE APRON
 JD2210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2210
 JD2210  HISTORY     - Date     Condition        Report By
 JD2210  HISTORY     - UNK      MONUMENTED       DOD
 JD2210  HISTORY     - 1946     GOOD             NGS
 JD2210  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD2210
 JD2210                          STATION DESCRIPTION
 JD2210
 JD2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD2210'2.7 MI S FROM KNOB NOSTER.
 JD2210'ABOUT 2.7 MILES SOUTH OF KNOBNOSTER, AND AT THE WHITEMAN AIR
 JD2210'FORCE BASE, 137 FEET SOUTH OF AND ABOUT 5 FEET EAST OF THE
 JD2210'SOUTHWEST CORNER OF HANGAR NO. 1, 0.3 FOOT EAST OF THE WEST EDGE
 JD2210'OF THE CONCRETE APRON.  A CHISELED SQUARE IN THE TOP OF A
 JD2210'CONCRETE APRON.
 JD2210
 JD2210                          STATION RECOVERY (1963)
 JD2210
 JD2210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD2210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0109 ***********************************************************************
 JD0109  DESIGNATION -  833.99
 JD0109  PID         -  JD0109
 JD0109  STATE/COUNTY-  MO/CALLAWAY
 JD0109  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD0109
 JD0109                         *CURRENT SURVEY CONTROL
 JD0109  ___________________________________________________________________
 JD0109* NAD 83(1986)-  38 43 13.     (N)    092 05 11.     (W)     SCALED    
 JD0109* NAVD 88     -       254.321  (meters)     834.38   (feet)  ADJUSTED  
 JD0109  ___________________________________________________________________
 JD0109  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JD0109  DYNAMIC HT  -         254.151 (meters)     833.83  (feet)  COMP
 JD0109  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 JD0109
 JD0109  VERT ORDER  -  SECOND    CLASS 0
 JD0109
 JD0109.The horizontal coordinates were scaled from a topographic map and have
 JD0109.an estimated accuracy of +/- 6 seconds.
 JD0109
 JD0109.The orthometric height was determined by differential leveling
 JD0109.and adjusted by the National Geodetic Survey in June 1991..
 JD0109
 JD0109.The geoid height was determined by GEOID03.
 JD0109
 JD0109.The dynamic height is computed by dividing the NAVD 88
 JD0109.geopotential number by the normal gravity value computed on the
 JD0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0109.degrees latitude (g = 980.6199 gals.).
 JD0109
 JD0109.The modeled gravity was interpolated from observed gravity values.
 JD0109
 JD0109;                    North         East    Units  Estimated Accuracy
 JD0109;SPC MO C     -   320,460.      535,970.      MT  (+/- 180 meters Scaled)
 JD0109
 JD0109                          SUPERSEDED SURVEY CONTROL
 JD0109
 JD0109  NGVD 29 (??/??/92)  254.340  (m)          834.45   (f) ADJ UNCH    2 0
 JD0109
 JD0109.Superseded values are not recommended for survey control.
 JD0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0109.See file dsdata.txt to determine how the superseded data were derived.
 JD0109
 JD0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC794861(NAD 83)
 JD0109_MARKER: Q = CHISELED SQUARE
 JD0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0109_SP_SET: STEP
 JD0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0109
 JD0109  HISTORY     - Date     Condition        Report By
 JD0109  HISTORY     - UNK      MONUMENTED       USGS
 JD0109  HISTORY     - 1935     GOOD             NGS
 JD0109
 JD0109                          STATION DESCRIPTION
 JD0109
 JD0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD0109'IN NEW BLOOMFIELD.
 JD0109'AT NEW BLOOMFIELD, AT THE SOUTH ENTRANCE TO A PUBLIC SCHOOL AND
 JD0109'ON THE TOP OF THE EAST END OF THE FIRST STEP.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0107 ***********************************************************************
 LF0107  DESIGNATION -  834
 LF0107  PID         -  LF0107
 LF0107  STATE/COUNTY-  MO/GENTRY
 LF0107  USGS QUAD   -  ALBANY NORTH (1984)
 LF0107
 LF0107                         *CURRENT SURVEY CONTROL
 LF0107  ___________________________________________________________________
 LF0107* NAD 83(1986)-  40 15 40.     (N)    094 16 22.     (W)     SCALED    
 LF0107* NAVD 88     -       300.332  (meters)     985.34   (feet)  ADJUSTED  
 LF0107  ___________________________________________________________________
 LF0107  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LF0107  DYNAMIC HT  -         300.170 (meters)     984.81  (feet)  COMP
 LF0107  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 LF0107
 LF0107  VERT ORDER  -  SECOND    CLASS 0
 LF0107
 LF0107.The horizontal coordinates were scaled from a topographic map and have
 LF0107.an estimated accuracy of +/- 6 seconds.
 LF0107
 LF0107.The orthometric height was determined by differential leveling
 LF0107.and adjusted by the National Geodetic Survey in June 1991..
 LF0107
 LF0107.The geoid height was determined by GEOID03.
 LF0107
 LF0107.The dynamic height is computed by dividing the NAVD 88
 LF0107.geopotential number by the normal gravity value computed on the
 LF0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0107.degrees latitude (g = 980.6199 gals.).
 LF0107
 LF0107.The modeled gravity was interpolated from observed gravity values.
 LF0107
 LF0107;                    North         East    Units  Estimated Accuracy
 LF0107;SPC MO W     -   454,480.      869,330.      MT  (+/- 180 meters Scaled)
 LF0107
 LF0107                          SUPERSEDED SURVEY CONTROL
 LF0107
 LF0107  NGVD 29 (??/??/92)  300.246  (m)          985.06   (f) ADJ UNCH    2 0
 LF0107
 LF0107.Superseded values are not recommended for survey control.
 LF0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0107.See file dsdata.txt to determine how the superseded data were derived.
 LF0107
 LF0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE917575(NAD 83)
 LF0107_MARKER: DB = BENCH MARK DISK
 LF0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0107_STAMPING: 834 1934
 LF0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0107+STABILITY: SURFACE MOTION
 LF0107
 LF0107  HISTORY     - Date     Condition        Report By
 LF0107  HISTORY     - 1934     MONUMENTED       MOGS
 LF0107
 LF0107                          STATION DESCRIPTION
 LF0107
 LF0107'DESCRIBED BY MISSOURI GEODETIC SURVEY 1934
 LF0107'3.7 MI NE FROM ALBANY.
 LF0107'3.7 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0107'RAILROAD FROM THE STATION AT ALBANY, 3 POLES EAST OF MILEPOST
 LF0107'91, AT A ROAD CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE
 LF0107'TRACK, 18 FEET WEST OF THE CENTERLINE OF THE ROAD, 33 FEET
 LF0107'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 136, AND LEVEL WITH THE
 LF0107'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 834 1934 AND
 LF0107'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0872 ***********************************************************************
 JD0872  DESIGNATION -  835.42
 JD0872  PID         -  JD0872
 JD0872  STATE/COUNTY-  MO/COOPER
 JD0872  USGS QUAD   -  CLIFTON CITY (1979)
 JD0872
 JD0872                         *CURRENT SURVEY CONTROL
 JD0872  ___________________________________________________________________
 JD0872* NAD 83(1986)-  38 49 09.     (N)    093 00 35.     (W)     SCALED    
 JD0872* NAVD 88     -       254.812  (meters)     836.00   (feet)  ADJUSTED  
 JD0872  ___________________________________________________________________
 JD0872  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0872  DYNAMIC HT  -         254.646 (meters)     835.45  (feet)  COMP
 JD0872  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 JD0872
 JD0872  VERT ORDER  -  SECOND    CLASS 0
 JD0872
 JD0872.The horizontal coordinates were scaled from a topographic map and have
 JD0872.an estimated accuracy of +/- 6 seconds.
 JD0872
 JD0872.The orthometric height was determined by differential leveling
 JD0872.and adjusted by the National Geodetic Survey in June 1991..
 JD0872
 JD0872.The geoid height was determined by GEOID03.
 JD0872
 JD0872.The dynamic height is computed by dividing the NAVD 88
 JD0872.geopotential number by the normal gravity value computed on the
 JD0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0872.degrees latitude (g = 980.6199 gals.).
 JD0872
 JD0872.The modeled gravity was interpolated from observed gravity values.
 JD0872
 JD0872;                    North         East    Units  Estimated Accuracy
 JD0872;SPC MO C     -   331,480.      455,740.      MT  (+/- 180 meters Scaled)
 JD0872
 JD0872                          SUPERSEDED SURVEY CONTROL
 JD0872
 JD0872  NGVD 29 (??/??/92)  254.724  (m)          835.71   (f) ADJ UNCH    2 0
 JD0872
 JD0872.Superseded values are not recommended for survey control.
 JD0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0872.See file dsdata.txt to determine how the superseded data were derived.
 JD0872
 JD0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC991967(NAD 83)
 JD0872_MARKER: Q = CHISELED SQUARE
 JD0872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0872_SP_SET: STEP
 JD0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0872
 JD0872  HISTORY     - Date     Condition        Report By
 JD0872  HISTORY     - UNK      MONUMENTED       USGS
 JD0872  HISTORY     - 1963     GOOD             NGS
 JD0872
 JD0872                          STATION DESCRIPTION
 JD0872
 JD0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0872'5.1 MI NE FROM CLIFTON CITY.
 JD0872'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0872'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0872'3.15 MILES NORTH ALONG STATE HIGHWAY 135, THENCE 1.75 MILES
 JD0872'NORTH ALONG COUNTY ROAD N, SET IN THE TOP OF THE NORTHWEST
 JD0872'CORNER OF THE CONCRETE STEP AT THE SOUTH ENTRANCE TO A
 JD0872'FARMHOUSE ONCE USED AS A SCHOOLHOUSE, 4.0 FEET WEST OF THE CENTER
 JD0872'OF THE SOUTH ENTRANCE, 0.3 FOOT SOUTH OF THE SOUTH FACE OF
 JD0872'THE BUILDING, AND ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0216 ***********************************************************************
 JD0216  DESIGNATION -  836.7
 JD0216  PID         -  JD0216
 JD0216  STATE/COUNTY-  MO/MILLER
 JD0216  USGS QUAD   -  BAGNELL (1983)
 JD0216
 JD0216                         *CURRENT SURVEY CONTROL
 JD0216  ___________________________________________________________________
 JD0216* NAD 83(1986)-  38 10 31.     (N)    092 36 57.     (W)     SCALED    
 JD0216* NAVD 88     -       255.103  (meters)     836.95   (feet)  ADJUSTED  
 JD0216  ___________________________________________________________________
 JD0216  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JD0216  DYNAMIC HT  -         254.921 (meters)     836.35  (feet)  COMP
 JD0216  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 JD0216
 JD0216  VERT ORDER  -  SECOND    CLASS 0
 JD0216
 JD0216.The horizontal coordinates were scaled from a topographic map and have
 JD0216.an estimated accuracy of +/- 6 seconds.
 JD0216
 JD0216.The orthometric height was determined by differential leveling
 JD0216.and adjusted by the National Geodetic Survey in June 1991..
 JD0216
 JD0216.The geoid height was determined by GEOID03.
 JD0216
 JD0216.The dynamic height is computed by dividing the NAVD 88
 JD0216.geopotential number by the normal gravity value computed on the
 JD0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0216.degrees latitude (g = 980.6199 gals.).
 JD0216
 JD0216.The modeled gravity was interpolated from observed gravity values.
 JD0216
 JD0216;                    North         East    Units  Estimated Accuracy
 JD0216;SPC MO C     -   259,890.      489,850.      MT  (+/- 180 meters Scaled)
 JD0216
 JD0216                          SUPERSEDED SURVEY CONTROL
 JD0216
 JD0216  NGVD 29 (??/??/92)  255.031  (m)          836.71   (f) ADJ UNCH    2 0
 JD0216
 JD0216.Superseded values are not recommended for survey control.
 JD0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0216.See file dsdata.txt to determine how the superseded data were derived.
 JD0216
 JD0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC336253(NAD 83)
 JD0216_MARKER: N = NAIL
 JD0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0216_SP_SET: OAK TREE
 JD0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0216
 JD0216  HISTORY     - Date     Condition        Report By
 JD0216  HISTORY     - UNK      MONUMENTED       USGS
 JD0216  HISTORY     - 1934     GOOD             NGS
 JD0216
 JD0216                          STATION DESCRIPTION
 JD0216
 JD0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0216'3 MI NE FROM ZEBRA.
 JD0216'3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM ZEBRA, 800 FEET
 JD0216'NORTHWEST OF THE CAMDEN-MILLER COUNTY LINE, 50 FEET NORTHEAST
 JD0216'OF THE CENTERLINE OF THE HIGHWAY, AT A 15-INCH TRIANGULAR-BLAZED
 JD0216'OAK TREE, AND IN A ROOT ON THE WEST SIDE OF THE TREE.  A UNITED
 JD0216'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0447 ***********************************************************************
 HD0447  DESIGNATION -  84 M RESET
 HD0447  PID         -  HD0447
 HD0447  STATE/COUNTY-  MO/LACLEDE
 HD0447  USGS QUAD   -  OAKLAND (1979)
 HD0447
 HD0447                         *CURRENT SURVEY CONTROL
 HD0447  ___________________________________________________________________
 HD0447* NAD 83(1986)-  37 39 53.     (N)    092 31 54.     (W)     SCALED    
 HD0447* NAVD 88     -       351.31   (meters)    1152.6    (feet)  RESET     
 HD0447  ___________________________________________________________________
 HD0447  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 HD0447
 HD0447  VERT ORDER  -  THIRD
 HD0447
 HD0447.The horizontal coordinates were scaled from a topographic map and have
 HD0447.an estimated accuracy of +/- 6 seconds.
 HD0447
 HD0447.The orthometric height was computed from unverified reset data.
 HD0447
 HD0447.The geoid height was determined by GEOID03.
 HD0447
 HD0447;                    North         East    Units  Estimated Accuracy
 HD0447;SPC MO C     -   203,220.      497,210.      MT  (+/- 180 meters Scaled)
 HD0447
 HD0447                          SUPERSEDED SURVEY CONTROL
 HD0447
 HD0447.No superseded survey control is available for this station.
 HD0447
 HD0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB413687(NAD 83)
 HD0447_MARKER: DD = SURVEY DISK
 HD0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0447_STAMPING: 84 M 1931 RESET 1967
 HD0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0447+STABILITY: SURFACE MOTION
 HD0447
 HD0447  HISTORY     - Date     Condition        Report By
 HD0447  HISTORY     - 1967     MONUMENTED       USGS
 HD0447  HISTORY     - 1967     GOOD             NGS
 HD0447
 HD0447                          STATION DESCRIPTION
 HD0447
 HD0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HD0447'7.4 MI E FROM LEBANON.
 HD0447'FROM THE JUNCTION OF U.S. HIGHWAY 66, STATE HIGHWAYS 5 AND
 HD0447'32 IN SOUTHEAST LEBANON, GO EAST ON STATE HIGHWAY 32 FOR 5.3 MILES
 HD0447'TO THE JUNCTION OF COUNTY ROUTE B, THENCE EAST ON STATE HIGHWAY
 HD0447'32 FOR 1.5 MILES TO A SIDE ROAD LEFT AND THE MARK ON THE LEFT,
 HD0447'117 FEET NORTH OF THE CENTER OF STATE HIGHWAY 32, 25 FEET SOUTH
 HD0447'OF A 16 INCH OAK TREE, 21 FEET WEST OF THE CENTER OF A GRAVELED
 HD0447'ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST AND SET IN THE
 HD0447'TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1835 ***********************************************************************
 JD1835  DESIGNATION -  840.02
 JD1835  PID         -  JD1835
 JD1835  STATE/COUNTY-  MO/JOHNSON
 JD1835  USGS QUAD   -  HOLDEN (1954)
 JD1835
 JD1835                         *CURRENT SURVEY CONTROL
 JD1835  ___________________________________________________________________
 JD1835* NAD 83(1986)-  38 43 05.     (N)    093 59 37.     (W)     SCALED    
 JD1835* NAVD 88     -       256.322  (meters)     840.95   (feet)  POSTED    
 JD1835  ___________________________________________________________________
 JD1835  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD1835  DYNAMIC HT  -         256.150 (meters)     840.39  (feet)  COMP
 JD1835  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 JD1835
 JD1835  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JD1835
 JD1835.The horizontal coordinates were scaled from a topographic map and have
 JD1835.an estimated accuracy of +/- 6 seconds.
 JD1835
 JD1835.The orthometric height was determined by differential leveling
 JD1835.and adjusted by the National Geodetic Survey in 1992..
 JD1835.No vertical observational check was made to the station.
 JD1835.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JD1835.was located on a no-check spur therefore a value was not computed.
 JD1835
 JD1835.The geoid height was determined by GEOID03.
 JD1835
 JD1835.The dynamic height is computed by dividing the NAVD 88
 JD1835.geopotential number by the normal gravity value computed on the
 JD1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1835.degrees latitude (g = 980.6199 gals.).
 JD1835
 JD1835.The modeled gravity was interpolated from observed gravity values.
 JD1835
 JD1835;                    North         East    Units  Estimated Accuracy
 JD1835;SPC MO W     -   283,270.      894,040.      MT  (+/- 180 meters Scaled)
 JD1835
 JD1835                          SUPERSEDED SURVEY CONTROL
 JD1835
 JD1835  NGVD 29 (??/??/92)  256.215  (m)          840.60   (f) ADJ UNCH    1 2
 JD1835
 JD1835.Superseded values are not recommended for survey control.
 JD1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1835.See file dsdata.txt to determine how the superseded data were derived.
 JD1835
 JD1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC136859(NAD 83)
 JD1835_MARKER: Q = CHISELED SQUARE
 JD1835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1835_SP_SET: CURB
 JD1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1835
 JD1835  HISTORY     - Date     Condition        Report By
 JD1835  HISTORY     - UNK      MONUMENTED       USGS
 JD1835  HISTORY     - 1946     GOOD             NGS
 JD1835  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1835
 JD1835                          STATION DESCRIPTION
 JD1835
 JD1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1835'AT HOLDEN.
 JD1835'AT HOLDEN, AND AT THE JUNCTION OF STATE HIGHWAY NO. 58 AND STATE
 JD1835'HIGHWAY NO. 131 LEADING NORTH, 26 FEET NORTH OF AND ABOUT LEVEL
 JD1835'WITH THE CENTER LINE OF HIGHWAY NO. 58, 15 FEET WEST OF THE
 JD1835'CENTER LINE OF HIGHWAY NO. 131, 3 FEET SOUTH OF THE SOUTH EDGE
 JD1835'OF A CONCRETE SIDEWALK, A CHISELED SQUARE ON THE TOP OF A
 JD1835'CONCRETE CURB.
 JD1835
 JD1835                          STATION RECOVERY (1963)
 JD1835
 JD1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0952 ***********************************************************************
 JC0952  DESIGNATION -  841.5
 JC0952  PID         -  JC0952
 JC0952  STATE/COUNTY-  MO/OSAGE
 JC0952  USGS QUAD   -  WESTPHALIA EAST (1981)
 JC0952
 JC0952                         *CURRENT SURVEY CONTROL
 JC0952  ___________________________________________________________________
 JC0952* NAD 83(1986)-  38 23 41.     (N)    091 56 45.     (W)     SCALED    
 JC0952* NAVD 88     -       256.595  (meters)     841.85   (feet)  ADJUSTED  
 JC0952  ___________________________________________________________________
 JC0952  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JC0952  DYNAMIC HT  -         256.417 (meters)     841.26  (feet)  COMP
 JC0952  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 JC0952
 JC0952  VERT ORDER  -  FIRST     CLASS II
 JC0952
 JC0952.The horizontal coordinates were scaled from a topographic map and have
 JC0952.an estimated accuracy of +/- 6 seconds.
 JC0952
 JC0952.The orthometric height was determined by differential leveling
 JC0952.and adjusted by the National Geodetic Survey in June 1991..
 JC0952
 JC0952.The geoid height was determined by GEOID03.
 JC0952
 JC0952.The dynamic height is computed by dividing the NAVD 88
 JC0952.geopotential number by the normal gravity value computed on the
 JC0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0952.degrees latitude (g = 980.6199 gals.).
 JC0952
 JC0952.The modeled gravity was interpolated from observed gravity values.
 JC0952
 JC0952;                    North         East    Units  Estimated Accuracy
 JC0952;SPC MO C     -   284,390.      548,410.      MT  (+/- 180 meters Scaled)
 JC0952
 JC0952                          SUPERSEDED SURVEY CONTROL
 JC0952
 JC0952  NGVD 29 (??/??/92)  256.577  (m)          841.79   (f) ADJ UNCH    1 2
 JC0952
 JC0952.Superseded values are not recommended for survey control.
 JC0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0952.See file dsdata.txt to determine how the superseded data were derived.
 JC0952
 JC0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC920501(NAD 83)
 JC0952_MARKER: N = NAIL
 JC0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0952_SP_SET: OAK TREE
 JC0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0952
 JC0952  HISTORY     - Date     Condition        Report By
 JC0952  HISTORY     - UNK      MONUMENTED       USGS
 JC0952  HISTORY     - 1934     GOOD             NGS
 JC0952  HISTORY     - 1971     MARK NOT FOUND   USGS
 JC0952
 JC0952                          STATION DESCRIPTION
 JC0952
 JC0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0952'4.7 MI S FROM WESTPHALIA.
 JC0952'4.7 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM WESTPHALIA, OSAGE
 JC0952'COUNTY, 75 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OZARK
 JC0952'TAVERN SERVICE STATION, 45 FEET NORTH OF A POINT 100 FEET WEST
 JC0952'OF THE CENTERLINE OF THE HIGHWAY, AND IN THE BASE OF A 15-INCH
 JC0952'OAK TREE.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 JC0952'WASHER.
 JC0952
 JC0952                          STATION RECOVERY (1971)
 JC0952
 JC0952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JC0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0109 ***********************************************************************
 LF0109  DESIGNATION -  843
 LF0109  PID         -  LF0109
 LF0109  STATE/COUNTY-  MO/HARRISON
 LF0109  USGS QUAD   -  NEW HAMPTON (1984)
 LF0109
 LF0109                         *CURRENT SURVEY CONTROL
 LF0109  ___________________________________________________________________
 LF0109* NAD 83(1986)-  40 15 43.     (N)    094 11 44.     (W)     SCALED    
 LF0109* NAVD 88     -       288.840  (meters)     947.64   (feet)  ADJUSTED  
 LF0109  ___________________________________________________________________
 LF0109  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LF0109  DYNAMIC HT  -         288.685 (meters)     947.13  (feet)  COMP
 LF0109  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 LF0109
 LF0109  VERT ORDER  -  SECOND    CLASS 0
 LF0109
 LF0109.The horizontal coordinates were scaled from a topographic map and have
 LF0109.an estimated accuracy of +/- 6 seconds.
 LF0109
 LF0109.The orthometric height was determined by differential leveling
 LF0109.and adjusted by the National Geodetic Survey in June 1991..
 LF0109
 LF0109.The geoid height was determined by GEOID03.
 LF0109
 LF0109.The dynamic height is computed by dividing the NAVD 88
 LF0109.geopotential number by the normal gravity value computed on the
 LF0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0109.degrees latitude (g = 980.6199 gals.).
 LF0109
 LF0109.The modeled gravity was interpolated from observed gravity values.
 LF0109
 LF0109;                    North         East    Units  Estimated Accuracy
 LF0109;SPC MO W     -   454,600.      875,900.      MT  (+/- 180 meters Scaled)
 LF0109
 LF0109                          SUPERSEDED SURVEY CONTROL
 LF0109
 LF0109  NGVD 29 (??/??/92)  288.750  (m)          947.34   (f) ADJ UNCH    2 0
 LF0109
 LF0109.Superseded values are not recommended for survey control.
 LF0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0109.See file dsdata.txt to determine how the superseded data were derived.
 LF0109
 LF0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE983575(NAD 83)
 LF0109_MARKER: DB = BENCH MARK DISK
 LF0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0109_STAMPING: 843 1943
 LF0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0109+STABILITY: SURFACE MOTION
 LF0109
 LF0109  HISTORY     - Date     Condition        Report By
 LF0109  HISTORY     - 1943     MONUMENTED       MOGS
 LF0109
 LF0109                          STATION DESCRIPTION
 LF0109
 LF0109'DESCRIBED BY MISSOURI GEODETIC SURVEY 1943
 LF0109'AT NEW HAMPTON.
 LF0109'AT NEW HAMPTON, ON THE CHICAGO, BURINGTON AND QUINCY RAILROAD,
 LF0109'5-1/2 POLES EAST OF MILEPOST 87, 138 FEET SOUTH OF THE CENTERLINE
 LF0109'OF THE TRACK, 21 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 LF0109'136, 30 FEET EAST OF THE CENTERLINE OF A ROAD LEADING SOUTH,
 LF0109'AT THE NORTHWEST CORNER OF A THE SHELLY OIL CO. PROPERTY, 55
 LF0109'FEET WEST OF THE COMPANY STATION, AND LEVEL WITH THE HIGHWAY.
 LF0109'A STATE SURVEY STANDARD DISK, STAMPED 843 1943 AND SET IN THE
 LF0109'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0473 ***********************************************************************
 HC0473  DESIGNATION -  845
 HC0473  PID         -  HC0473
 HC0473  STATE/COUNTY-  MO/CRAWFORD
 HC0473  USGS QUAD   -  STEELVILLE (1985)
 HC0473
 HC0473                         *CURRENT SURVEY CONTROL
 HC0473  ___________________________________________________________________
 HC0473* NAD 83(1986)-  37 56 15.     (N)    091 22 28.     (W)     SCALED    
 HC0473* NAVD 88     -       257.437  (meters)     844.61   (feet)  ADJUSTED  
 HC0473  ___________________________________________________________________
 HC0473  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HC0473  DYNAMIC HT  -         257.246 (meters)     843.98  (feet)  COMP
 HC0473  MODELED GRAV-     979,883.7   (mgal)                       NAVD 88
 HC0473
 HC0473  VERT ORDER  -  SECOND    CLASS 0
 HC0473
 HC0473.The horizontal coordinates were scaled from a topographic map and have
 HC0473.an estimated accuracy of +/- 6 seconds.
 HC0473
 HC0473.The orthometric height was determined by differential leveling
 HC0473.and adjusted by the National Geodetic Survey in June 1991..
 HC0473
 HC0473.The geoid height was determined by GEOID03.
 HC0473
 HC0473.The dynamic height is computed by dividing the NAVD 88
 HC0473.geopotential number by the normal gravity value computed on the
 HC0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0473.degrees latitude (g = 980.6199 gals.).
 HC0473
 HC0473.The modeled gravity was interpolated from observed gravity values.
 HC0473
 HC0473;                    North         East    Units  Estimated Accuracy
 HC0473;SPC MO E     -   233,860.      173,140.      MT  (+/- 180 meters Scaled)
 HC0473
 HC0473                          SUPERSEDED SURVEY CONTROL
 HC0473
 HC0473  NGVD 29 (??/??/92)  257.412  (m)          844.53   (f) ADJ UNCH    2 0
 HC0473
 HC0473.Superseded values are not recommended for survey control.
 HC0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0473.See file dsdata.txt to determine how the superseded data were derived.
 HC0473
 HC0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC428001(NAD 83)
 HC0473_MARKER: P = PIPE CAP
 HC0473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0473_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0473_STAMPING: 845
 HC0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0473
 HC0473  HISTORY     - Date     Condition        Report By
 HC0473  HISTORY     - UNK      MONUMENTED       USGS
 HC0473  HISTORY     - 1934     GOOD             NGS
 HC0473
 HC0473                          STATION DESCRIPTION
 HC0473
 HC0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0473'3.2 MI S FROM STEELVILLE.
 HC0473'3.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HC0473'THE STATION AT STEELVILLE, CRAWFORD COUNTY, 180 FEET SOUTH OF THE
 HC0473'STATION SIGNBOARD AT ROSWELL, 151 FEET SOUTH OF MILEPOST 98, 117
 HC0473'FEET SOUTH OF THE CENTERLINE OF A CROSS ROAD, 18 FEET SOUTHWEST
 HC0473'OF THE SOUTHEAST CORNER OF THE JOHASKY FARM, AND 54 FEET WEST
 HC0473'OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 HC0473'STANDARD CAP, STAMPED 845 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HC0473'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0323 ***********************************************************************
 LE0323  DESIGNATION -  845.1
 LE0323  PID         -  LE0323
 LE0323  STATE/COUNTY-  MO/GRUNDY
 LE0323  USGS QUAD   -  TRENTON EAST (1984)
 LE0323
 LE0323                         *CURRENT SURVEY CONTROL
 LE0323  ___________________________________________________________________
 LE0323* NAD 83(1986)-  40 04 46.     (N)    093 37 00.     (W)     SCALED    
 LE0323* NAVD 88     -       257.721  (meters)     845.54   (feet)  ADJUSTED  
 LE0323  ___________________________________________________________________
 LE0323  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LE0323  DYNAMIC HT  -         257.582 (meters)     845.08  (feet)  COMP
 LE0323  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 LE0323
 LE0323  VERT ORDER  -  FIRST     CLASS II
 LE0323
 LE0323.The horizontal coordinates were scaled from a topographic map and have
 LE0323.an estimated accuracy of +/- 6 seconds.
 LE0323
 LE0323.The orthometric height was determined by differential leveling
 LE0323.and adjusted by the National Geodetic Survey in June 1991..
 LE0323
 LE0323.The geoid height was determined by GEOID03.
 LE0323
 LE0323.The dynamic height is computed by dividing the NAVD 88
 LE0323.geopotential number by the normal gravity value computed on the
 LE0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0323.degrees latitude (g = 980.6199 gals.).
 LE0323
 LE0323.The modeled gravity was interpolated from observed gravity values.
 LE0323
 LE0323;                    North         East    Units  Estimated Accuracy
 LE0323;SPC MO C     -   471,870.      404,760.      MT  (+/- 180 meters Scaled)
 LE0323
 LE0323                          SUPERSEDED SURVEY CONTROL
 LE0323
 LE0323  NGVD 29 (??/??/92)  257.682  (m)          845.41   (f) ADJ UNCH    1 2
 LE0323
 LE0323.Superseded values are not recommended for survey control.
 LE0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0323.See file dsdata.txt to determine how the superseded data were derived.
 LE0323
 LE0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE474367(NAD 83)
 LE0323_MARKER: X = CHISELED CROSS
 LE0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0323_SP_SET: STEPS
 LE0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0323
 LE0323  HISTORY     - Date     Condition        Report By
 LE0323  HISTORY     - UNK      MONUMENTED       RIRR
 LE0323  HISTORY     - 1943     GOOD             NGS
 LE0323  HISTORY     - 1966     GOOD             NGS
 LE0323
 LE0323                          STATION DESCRIPTION
 LE0323
 LE0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0323'AT TRENTON.
 LE0323'AT TRENTON, GRUNDY COUNTY, AT THE SOUTHWEST CORNER OF MAIN AND
 LE0323'FOURTEENTH STREETS, AT THE ENTRANCE TO THE JEWETT NORRIS LIBRARY,
 LE0323'AND ON THE TOP OF THE SOUTH END OF THE LOWER STONE STEP.  A
 LE0323'CHISELED CROSS.
 LE0323
 LE0323                          STATION RECOVERY (1966)
 LE0323
 LE0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LE0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0247 ***********************************************************************
 GG0247  DESIGNATION -  846
 GG0247  PID         -  GG0247
 GG0247  STATE/COUNTY-  MO/NEWTON
 GG0247  USGS QUAD   -  SENECA (1978)
 GG0247
 GG0247                         *CURRENT SURVEY CONTROL
 GG0247  ___________________________________________________________________
 GG0247* NAD 83(1986)-  36 50 06.     (N)    094 37 06.     (W)     SCALED    
 GG0247* NAVD 88     -       258.655  (meters)     848.60   (feet)  ADJUSTED  
 GG0247  ___________________________________________________________________
 GG0247  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GG0247  DYNAMIC HT  -         258.443 (meters)     847.91  (feet)  COMP
 GG0247  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 GG0247
 GG0247  VERT ORDER  -  SECOND    CLASS 0
 GG0247
 GG0247.The horizontal coordinates were scaled from a topographic map and have
 GG0247.an estimated accuracy of +/- 6 seconds.
 GG0247
 GG0247.The orthometric height was determined by differential leveling
 GG0247.and adjusted by the National Geodetic Survey in June 1991..
 GG0247
 GG0247.The geoid height was determined by GEOID03.
 GG0247
 GG0247.The dynamic height is computed by dividing the NAVD 88
 GG0247.geopotential number by the normal gravity value computed on the
 GG0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0247.degrees latitude (g = 980.6199 gals.).
 GG0247
 GG0247.The modeled gravity was interpolated from observed gravity values.
 GG0247
 GG0247;                    North         East    Units  Estimated Accuracy
 GG0247;SPC MO W     -    74,170.      839,450.      MT  (+/- 180 meters Scaled)
 GG0247
 GG0247                          SUPERSEDED SURVEY CONTROL
 GG0247
 GG0247  NGVD 29 (??/??/92)  258.550  (m)          848.26   (f) ADJ UNCH    2 0
 GG0247
 GG0247.Superseded values are not recommended for survey control.
 GG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0247.See file dsdata.txt to determine how the superseded data were derived.
 GG0247
 GG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA556777(NAD 83)
 GG0247_MARKER: DD = SURVEY DISK
 GG0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0247_SP_SET: CONCRETE BASE
 GG0247_STAMPING: 846
 GG0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0247
 GG0247  HISTORY     - Date     Condition        Report By
 GG0247  HISTORY     - UNK      MONUMENTED       USGS
 GG0247  HISTORY     - 1939     GOOD             NGS
 GG0247  HISTORY     - 20060322 MARK NOT FOUND   MODNR
 GG0247
 GG0247                          STATION DESCRIPTION
 GG0247
 GG0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GG0247'AT WEST SENECA.
 GG0247'AT THE WEST EDGE OF WEST SENECA, NEWTON COUNTY, MISSOURI, ON THE
 GG0247'ST. LOUIS-SAN FRANCISCO RAILWAY, AT THE OKLAHOMA-MISSOURI
 GG0247'STATE LINE, AND IN THE TOP OF THE CONCRETE BASE OF A RAILWAY
 GG0247'DIVISION MARKER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GG0247'DISK, STAMPED 846.
 GG0247
 GG0247                          STATION RECOVERY (2006)
 GG0247
 GG0247'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0115 ***********************************************************************
 LF0115  DESIGNATION -  846
 LF0115  PID         -  LF0115
 LF0115  STATE/COUNTY-  MO/HARRISON
 LF0115  USGS QUAD   -  BETHANY (1984)
 LF0115
 LF0115                         *CURRENT SURVEY CONTROL
 LF0115  ___________________________________________________________________
 LF0115* NAD 83(1986)-  40 15 24.     (N)    094 02 45.     (W)     SCALED    
 LF0115* NAVD 88     -       272.101  (meters)     892.72   (feet)  ADJUSTED  
 LF0115  ___________________________________________________________________
 LF0115  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LF0115  DYNAMIC HT  -         271.956 (meters)     892.24  (feet)  COMP
 LF0115  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 LF0115
 LF0115  VERT ORDER  -  SECOND    CLASS 0
 LF0115
 LF0115.The horizontal coordinates were scaled from a topographic map and have
 LF0115.an estimated accuracy of +/- 6 seconds.
 LF0115
 LF0115.The orthometric height was determined by differential leveling
 LF0115.and adjusted by the National Geodetic Survey in June 1991..
 LF0115
 LF0115.The geoid height was determined by GEOID03.
 LF0115
 LF0115.The dynamic height is computed by dividing the NAVD 88
 LF0115.geopotential number by the normal gravity value computed on the
 LF0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0115.degrees latitude (g = 980.6199 gals.).
 LF0115
 LF0115.The modeled gravity was interpolated from observed gravity values.
 LF0115
 LF0115;                    North         East    Units  Estimated Accuracy
 LF0115;SPC MO W     -   454,070.      888,640.      MT  (+/- 180 meters Scaled)
 LF0115
 LF0115                          SUPERSEDED SURVEY CONTROL
 LF0115
 LF0115  NGVD 29 (??/??/92)  272.014  (m)          892.43   (f) ADJ UNCH    2 0
 LF0115
 LF0115.Superseded values are not recommended for survey control.
 LF0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0115.See file dsdata.txt to determine how the superseded data were derived.
 LF0115
 LF0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE110567(NAD 83)
 LF0115_MARKER: DD = SURVEY DISK
 LF0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0115_STAMPING: 846 1934
 LF0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0115+STABILITY: SURFACE MOTION
 LF0115
 LF0115  HISTORY     - Date     Condition        Report By
 LF0115  HISTORY     - 1934     MONUMENTED       MOGS
 LF0115
 LF0115                          STATION DESCRIPTION
 LF0115
 LF0115'DESCRIBED BY MISSOURI GEODETIC SURVEY 1934
 LF0115'AT BETHANY.
 LF0115'AT BETHANY, NEAR THE SOUTHWEST CITY LIMITS, 1.1 MILES WEST
 LF0115'OF THE COUNTY COURTHOUSE, IN THE NORTHWEST CORNER OF THE WILLIAM
 LF0115'FOSTER YARD, 30 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LF0115'TWO-STORY FRAME HOUSE, AT THE JUNCTION OF U.S. HIGHWAY 69 AND
 LF0115'A COUNTY ROAD, 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 LF0115'18 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND FLUSH WITH THE
 LF0115'GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 846 1934 AND
 LF0115'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0116 ***********************************************************************
 LF0116  DESIGNATION -  847
 LF0116  PID         -  LF0116
 LF0116  STATE/COUNTY-  MO/HARRISON
 LF0116  USGS QUAD   -  BETHANY (1984)
 LF0116
 LF0116                         *CURRENT SURVEY CONTROL
 LF0116  ___________________________________________________________________
 LF0116* NAD 83(1986)-  40 15 54.     (N)    094 01 56.     (W)     SCALED    
 LF0116* NAVD 88     -       276.697  (meters)     907.80   (feet)  ADJUSTED  
 LF0116  ___________________________________________________________________
 LF0116  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LF0116  DYNAMIC HT  -         276.549 (meters)     907.31  (feet)  COMP
 LF0116  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 LF0116
 LF0116  VERT ORDER  -  SECOND    CLASS 0
 LF0116
 LF0116.The horizontal coordinates were scaled from a topographic map and have
 LF0116.an estimated accuracy of +/- 6 seconds.
 LF0116
 LF0116.The orthometric height was determined by differential leveling
 LF0116.and adjusted by the National Geodetic Survey in June 1991..
 LF0116
 LF0116.The geoid height was determined by GEOID03.
 LF0116
 LF0116.The dynamic height is computed by dividing the NAVD 88
 LF0116.geopotential number by the normal gravity value computed on the
 LF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0116.degrees latitude (g = 980.6199 gals.).
 LF0116
 LF0116.The modeled gravity was interpolated from observed gravity values.
 LF0116
 LF0116;                    North         East    Units  Estimated Accuracy
 LF0116;SPC MO W     -   455,000.      889,790.      MT  (+/- 180 meters Scaled)
 LF0116
 LF0116                          SUPERSEDED SURVEY CONTROL
 LF0116
 LF0116  NGVD 29 (??/??/92)  276.61   (m)          907.5    (f) COMPUTED    2 0
 LF0116
 LF0116.Superseded values are not recommended for survey control.
 LF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0116.See file dsdata.txt to determine how the superseded data were derived.
 LF0116
 LF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE122576(NAD 83)
 LF0116_MARKER: DB = BENCH MARK DISK
 LF0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0116+STABILITY: SURFACE MOTION
 LF0116
 LF0116  HISTORY     - Date     Condition        Report By
 LF0116  HISTORY     - UNK      MONUMENTED       CGS
 LF0116  HISTORY     - 1935     GOOD             NGS
 LF0116
 LF0116                          STATION DESCRIPTION
 LF0116
 LF0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LF0116'AT BETHANY.
 LF0116'AT BETHANY IN THE SOUTHWEST CORNER OF HARRISON COUNTY COURT HOUSE
 LF0116'YARD.  36 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURT
 LF0116'HOUSE, 6 FT SOUTHEAST OF BEND STAND, 6 FT NORTH OF STREET CURB
 LF0116'WALL AND 3.5 FT ABOVE STREET LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0117 ***********************************************************************
 LF0117  DESIGNATION -  847 RESET
 LF0117  PID         -  LF0117
 LF0117  STATE/COUNTY-  MO/HARRISON
 LF0117  USGS QUAD   -  BETHANY (1984)
 LF0117
 LF0117                         *CURRENT SURVEY CONTROL
 LF0117  ___________________________________________________________________
 LF0117* NAD 83(1986)-  40 15 55.     (N)    094 01 56.     (W)     SCALED    
 LF0117* NAVD 88     -       275.85   (+/-2cm)     905.0    (feet)  VERTCON   
 LF0117  ___________________________________________________________________
 LF0117  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LF0117
 LF0117  VERT ORDER  -  THIRD (See Below)
 LF0117
 LF0117.The horizontal coordinates were scaled from a topographic map and have
 LF0117.an estimated accuracy of +/- 6 seconds.
 LF0117
 LF0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0117.The vertical order pertains to the NGVD 29 superseded value.
 LF0117
 LF0117.The geoid height was determined by GEOID03.
 LF0117
 LF0117;                    North         East    Units  Estimated Accuracy
 LF0117;SPC MO W     -   455,030.      889,790.      MT  (+/- 180 meters Scaled)
 LF0117
 LF0117                          SUPERSEDED SURVEY CONTROL
 LF0117
 LF0117  NGVD 29 (??/??/??)  275.76   (m)          904.7    (f) RESET       3  
 LF0117
 LF0117.Superseded values are not recommended for survey control.
 LF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0117.See file dsdata.txt to determine how the superseded data were derived.
 LF0117
 LF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE122577(NAD 83)
 LF0117_MARKER: DD = SURVEY DISK
 LF0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0117_STAMPING: 847 1934 RESET 1939
 LF0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0117+STABILITY: SURFACE MOTION
 LF0117
 LF0117  HISTORY     - Date     Condition        Report By
 LF0117  HISTORY     - 1939     MONUMENTED       MOGS
 LF0117  HISTORY     - 1982     MARK NOT FOUND   USGS
 LF0117
 LF0117                          STATION DESCRIPTION
 LF0117
 LF0117'DESCRIBED BY MISSOURI GEODETIC SURVEY 1939
 LF0117'AT BETHANY.
 LF0117'AT BETHANY, AT THE COUNTY COURTHOUSE IN THE SOUTHWEST CORNER
 LF0117'OF THE NEW COURTHOUSE YARD, 15 FEET EAST AND 2 FEET NORTH OF THE
 LF0117'PROPERTY LINE.  A STATE SURVEY STANDARD DISK, STAMPED 47 1934
 LF0117'RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 LF0117'WAS MOVED WHEN THE CITY ANNEXED 15 FEET OFF THE SOUTSIDE OF THE
 LF0117'COURTHOUSE YARD TO WIDEN MAIN STREET.
 LF0117
 LF0117                          STATION RECOVERY (1982)
 LF0117
 LF0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LF0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0395 ***********************************************************************
 JC0395  DESIGNATION -  849.0
 JC0395  PID         -  JC0395
 JC0395  STATE/COUNTY-  MO/JEFFERSON
 JC0395  USGS QUAD   -  DE SOTO (1981)
 JC0395
 JC0395                         *CURRENT SURVEY CONTROL
 JC0395  ___________________________________________________________________
 JC0395* NAD 83(1986)-  38 08 09.     (N)    090 36 55.     (W)     SCALED    
 JC0395* NAVD 88     -       258.590  (meters)     848.39   (feet)  ADJUSTED  
 JC0395  ___________________________________________________________________
 JC0395  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 JC0395  DYNAMIC HT  -         258.414 (meters)     847.81  (feet)  COMP
 JC0395  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 JC0395
 JC0395  VERT ORDER  -  SECOND    CLASS 0
 JC0395
 JC0395.The horizontal coordinates were scaled from a topographic map and have
 JC0395.an estimated accuracy of +/- 6 seconds.
 JC0395
 JC0395.The orthometric height was determined by differential leveling
 JC0395.and adjusted by the National Geodetic Survey in June 1991..
 JC0395
 JC0395.The geoid height was determined by GEOID03.
 JC0395
 JC0395.The dynamic height is computed by dividing the NAVD 88
 JC0395.geopotential number by the normal gravity value computed on the
 JC0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0395.degrees latitude (g = 980.6199 gals.).
 JC0395
 JC0395.The modeled gravity was interpolated from observed gravity values.
 JC0395
 JC0395;                    North         East    Units  Estimated Accuracy
 JC0395;SPC MO E     -   255,520.      239,890.      MT  (+/- 180 meters Scaled)
 JC0395
 JC0395                          SUPERSEDED SURVEY CONTROL
 JC0395
 JC0395  NGVD 29 (??/??/92)  258.662  (m)          848.63   (f) ADJ UNCH    2 0
 JC0395
 JC0395.Superseded values are not recommended for survey control.
 JC0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0395.See file dsdata.txt to determine how the superseded data were derived.
 JC0395
 JC0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC090235(NAD 83)
 JC0395_MARKER: B = BOLT
 JC0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0395_SP_SET: WALNUT TREE
 JC0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0395
 JC0395  HISTORY     - Date     Condition        Report By
 JC0395  HISTORY     - UNK      MONUMENTED       USGS
 JC0395  HISTORY     - 1945     GOOD             NGS
 JC0395
 JC0395                          STATION DESCRIPTION
 JC0395
 JC0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JC0395'3.9 MI NW FROM DE SOTO.
 JC0395'3.9 MILES NORTHWEST ALONG COUNTY ROAD NH FROM THE MISSOURI PACIFIC
 JC0395'RAILROAD STATION AT DE SOTO, JEFFERSON COUNTY, AT PETER MOORE
 JC0395'VIEW, 50 FEET EAST OF A STORE AND SERVICE STATION, 50 FEET SOUTH OF
 JC0395'THE CENTERLINE OF THE ROAD, AND AT THE BASE OF A 24-INCH WALNUT
 JC0395'TREE.  A COPPER BOLT.  NOTE--IT WAS REPORTED IN APRIL 1945 THAT
 JC0395'THERE IS NO EVIDENCE OF A 24-INCH WALNUT TREE, BUT AN OLD OAK
 JC0395'TREE STANDS ALONE AT THE SAME LOCATION.  DIRT HAS WASHED IN AROUND
 JC0395'ITS BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0205 ***********************************************************************
 GF0205  DESIGNATION -  85 B
 GF0205  PID         -  GF0205
 GF0205  STATE/COUNTY-  MO/OZARK
 GF0205  USGS QUAD   -  WASOLA (1982)
 GF0205
 GF0205                         *CURRENT SURVEY CONTROL
 GF0205  ___________________________________________________________________
 GF0205* NAD 83(1986)-  36 45 22.     (N)    092 32 45.     (W)     SCALED    
 GF0205* NAVD 88     -       370.024  (meters)    1213.99   (feet)  ADJUSTED  
 GF0205  ___________________________________________________________________
 GF0205  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GF0205  DYNAMIC HT  -         369.718 (meters)    1212.98  (feet)  COMP
 GF0205  MODELED GRAV-     979,793.4   (mgal)                       NAVD 88
 GF0205
 GF0205  VERT ORDER  -  SECOND    CLASS 0
 GF0205
 GF0205.The horizontal coordinates were scaled from a topographic map and have
 GF0205.an estimated accuracy of +/- 6 seconds.
 GF0205
 GF0205.The orthometric height was determined by differential leveling
 GF0205.and adjusted by the National Geodetic Survey in June 1991..
 GF0205
 GF0205.The geoid height was determined by GEOID03.
 GF0205
 GF0205.The dynamic height is computed by dividing the NAVD 88
 GF0205.geopotential number by the normal gravity value computed on the
 GF0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0205.degrees latitude (g = 980.6199 gals.).
 GF0205
 GF0205.The modeled gravity was interpolated from observed gravity values.
 GF0205
 GF0205;                    North         East    Units  Estimated Accuracy
 GF0205;SPC MO C     -   102,390.      495,910.      MT  (+/- 180 meters Scaled)
 GF0205
 GF0205                          SUPERSEDED SURVEY CONTROL
 GF0205
 GF0205  NGVD 29 (??/??/92)  369.887  (m)         1213.54   (f) ADJ UNCH    2 0
 GF0205
 GF0205.Superseded values are not recommended for survey control.
 GF0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0205.See file dsdata.txt to determine how the superseded data were derived.
 GF0205
 GF0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA405679(NAD 83)
 GF0205_MARKER: DD = SURVEY DISK
 GF0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0205_STAMPING: 85 B 1932
 GF0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0205+STABILITY: SURFACE MOTION
 GF0205
 GF0205  HISTORY     - Date     Condition        Report By
 GF0205  HISTORY     - 1932     MONUMENTED       USGS
 GF0205
 GF0205                          STATION DESCRIPTION
 GF0205
 GF0205'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 GF0205'2.9 MI SE FROM WASOLA.
 GF0205'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE SCHOOL AT
 GF0205'WASOLA, OZARK COUNTY, 105 FEET EAST OF THE CENTER OF THE
 GF0205'INTERSECTION WITH THE ROAD LEADING EAST TO ALMARTHA, SOUDER, AND
 GF0205'ROCKRIDGE, IN THE WYE FORMED AT THE JUNCTION, AND 13 FEET SOUTH
 GF0205'OF A 2-FOOT WHITE OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY
 GF0205'STANDARD DISK, STAMPED 85 B 1932 AND SET IN THE TOP OF A CONCRETE
 GF0205'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0206 ***********************************************************************
 JD0206  DESIGNATION -  851.9
 JD0206  PID         -  JD0206
 JD0206  STATE/COUNTY-  MO/CAMDEN
 JD0206  USGS QUAD   -  CAMDENTON (1983)
 JD0206
 JD0206                         *CURRENT SURVEY CONTROL
 JD0206  ___________________________________________________________________
 JD0206* NAD 83(1986)-  38 07 19.     (N)    092 40 36.     (W)     SCALED    
 JD0206* NAVD 88     -       259.769  (meters)     852.26   (feet)  ADJUSTED  
 JD0206  ___________________________________________________________________
 JD0206  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JD0206  DYNAMIC HT  -         259.582 (meters)     851.65  (feet)  COMP
 JD0206  MODELED GRAV-     979,903.0   (mgal)                       NAVD 88
 JD0206
 JD0206  VERT ORDER  -  SECOND    CLASS 0
 JD0206
 JD0206.The horizontal coordinates were scaled from a topographic map and have
 JD0206.an estimated accuracy of +/- 6 seconds.
 JD0206
 JD0206.The orthometric height was determined by differential leveling
 JD0206.and adjusted by the National Geodetic Survey in June 1991..
 JD0206
 JD0206.The geoid height was determined by GEOID03.
 JD0206
 JD0206.The dynamic height is computed by dividing the NAVD 88
 JD0206.geopotential number by the normal gravity value computed on the
 JD0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0206.degrees latitude (g = 980.6199 gals.).
 JD0206
 JD0206.The modeled gravity was interpolated from observed gravity values.
 JD0206
 JD0206;                    North         East    Units  Estimated Accuracy
 JD0206;SPC MO C     -   253,980.      484,510.      MT  (+/- 180 meters Scaled)
 JD0206
 JD0206                          SUPERSEDED SURVEY CONTROL
 JD0206
 JD0206  NGVD 29 (??/??/92)  259.689  (m)          852.00   (f) ADJ UNCH    2 0
 JD0206
 JD0206.Superseded values are not recommended for survey control.
 JD0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0206.See file dsdata.txt to determine how the superseded data were derived.
 JD0206
 JD0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC283193(NAD 83)
 JD0206_MARKER: Q = CHISELED SQUARE
 JD0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0206_SP_SET: CULVERT
 JD0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0206
 JD0206  HISTORY     - Date     Condition        Report By
 JD0206  HISTORY     - UNK      MONUMENTED       USGS
 JD0206  HISTORY     - 1934     GOOD             NGS
 JD0206
 JD0206                          STATION DESCRIPTION
 JD0206
 JD0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0206'1 MI NE FROM DAMSEL.
 JD0206'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 54 FROM DAMSEL, IN THE
 JD0206'SOUTHEAST ANGLE OF THE JUNCTION OF A ROAD LEADING SOUTHWEST,
 JD0206'AT A CONCRETE CULVERT, AND ON THE TOP OF A CONCRETE HEADWALL.
 JD0206'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0734 ***********************************************************************
 JC0734  DESIGNATION -  858.1
 JC0734  PID         -  JC0734
 JC0734  STATE/COUNTY-  MO/GASCONADE
 JC0734  USGS QUAD   -  ROSEBUD (1980)
 JC0734
 JC0734                         *CURRENT SURVEY CONTROL
 JC0734  ___________________________________________________________________
 JC0734* NAD 83(1986)-  38 29 38.     (N)    091 27 42.     (W)     SCALED    
 JC0734* NAVD 88     -       261.681  (meters)     858.53   (feet)  ADJUSTED  
 JC0734  ___________________________________________________________________
 JC0734  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JC0734  DYNAMIC HT  -         261.506 (meters)     857.96  (feet)  COMP
 JC0734  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 JC0734
 JC0734  VERT ORDER  -  SECOND    CLASS 0
 JC0734
 JC0734.The horizontal coordinates were scaled from a topographic map and have
 JC0734.an estimated accuracy of +/- 6 seconds.
 JC0734
 JC0734.The orthometric height was determined by differential leveling
 JC0734.and adjusted by the National Geodetic Survey in June 1991..
 JC0734
 JC0734.The geoid height was determined by GEOID03.
 JC0734
 JC0734.The dynamic height is computed by dividing the NAVD 88
 JC0734.geopotential number by the normal gravity value computed on the
 JC0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0734.degrees latitude (g = 980.6199 gals.).
 JC0734
 JC0734.The modeled gravity was interpolated from observed gravity values.
 JC0734
 JC0734;                    North         East    Units  Estimated Accuracy
 JC0734;SPC MO E     -   295,690.      166,110.      MT  (+/- 180 meters Scaled)
 JC0734
 JC0734                          SUPERSEDED SURVEY CONTROL
 JC0734
 JC0734  NGVD 29 (??/??/92)  261.685  (m)          858.54   (f) ADJ UNCH    2 0
 JC0734
 JC0734.Superseded values are not recommended for survey control.
 JC0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0734.See file dsdata.txt to determine how the superseded data were derived.
 JC0734
 JC0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC341617(NAD 83)
 JC0734_MARKER: B = BOLT
 JC0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0734_SP_SET: CULVERT
 JC0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0734
 JC0734  HISTORY     - Date     Condition        Report By
 JC0734  HISTORY     - UNK      MONUMENTED       CGS
 JC0734  HISTORY     - 1938     GOOD             NGS
 JC0734
 JC0734                          STATION DESCRIPTION
 JC0734
 JC0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0734'1.7 MI N FROM DRAKE.
 JC0734'1.7 MILES NORTH ALONG STATE HIGHWAY 19 FROM A GENERAL STORE
 JC0734'AT DRAKE, GASCONADE COUNTY, AT A 4-FOOT SQUARE CULVERT, AND
 JC0734'IN THE CENTER OF THE TOP OF THE WEST HEAD WALL.  A COPPER BOLT
 JC0734'IN A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0911 ***********************************************************************
 HD0911  DESIGNATION -  859
 HD0911  PID         -  HD0911
 HD0911  STATE/COUNTY-  MO/ST CLAIR
 HD0911  USGS QUAD   -  WEAUBLEAU (1991)
 HD0911
 HD0911                         *CURRENT SURVEY CONTROL
 HD0911  ___________________________________________________________________
 HD0911* NAD 83(1986)-  37 57 23.     (N)    093 34 34.     (W)     SCALED    
 HD0911* NAVD 88     -       261.546  (meters)     858.09   (feet)  ADJUSTED  
 HD0911  ___________________________________________________________________
 HD0911  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HD0911  DYNAMIC HT  -         261.352 (meters)     857.45  (feet)  COMP
 HD0911  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 HD0911
 HD0911  VERT ORDER  -  SECOND    CLASS 0
 HD0911
 HD0911.The horizontal coordinates were scaled from a topographic map and have
 HD0911.an estimated accuracy of +/- 6 seconds.
 HD0911
 HD0911.The orthometric height was determined by differential leveling
 HD0911.and adjusted by the National Geodetic Survey in June 1991..
 HD0911
 HD0911.The geoid height was determined by GEOID03.
 HD0911
 HD0911.The dynamic height is computed by dividing the NAVD 88
 HD0911.geopotential number by the normal gravity value computed on the
 HD0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0911.degrees latitude (g = 980.6199 gals.).
 HD0911
 HD0911.The modeled gravity was interpolated from observed gravity values.
 HD0911
 HD0911;                    North         East    Units  Estimated Accuracy
 HD0911;SPC MO W     -   199,010.      931,190.      MT  (+/- 180 meters Scaled)
 HD0911
 HD0911                          SUPERSEDED SURVEY CONTROL
 HD0911
 HD0911  NGVD 29 (??/??/92)  261.437  (m)          857.73   (f) ADJ UNCH    2 0
 HD0911
 HD0911.Superseded values are not recommended for survey control.
 HD0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0911.See file dsdata.txt to determine how the superseded data were derived.
 HD0911
 HD0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC493011(NAD 83)
 HD0911_MARKER: DD = SURVEY DISK
 HD0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0911_STAMPING: 859 TT 89 B 1933
 HD0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0911+STABILITY: SURFACE MOTION
 HD0911
 HD0911  HISTORY     - Date     Condition        Report By
 HD0911  HISTORY     - 1933     MONUMENTED       USGS
 HD0911  HISTORY     - 1945     GOOD             NGS
 HD0911
 HD0911                          STATION DESCRIPTION
 HD0911
 HD0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HD0911'AT GERSTER.
 HD0911'AT GERSTER, ST. CLAIR COUNTY, 29.3 FEET NORTHEAST OF THE
 HD0911'NORTHEAST CORNER OF THE BAPTIST CHURCH, 28.0 FEET SOUTH OF AND
 HD0911'2.0 FEET LOWER THAN THE CENTERLINE OF AN EAST WEST STREET, 36.0
 HD0911'FEET WEST OF THE CENTERLINE OF A NORTH SOUTH STREET, 1.0 FOOT
 HD0911'NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED E 59 TT 89
 HD0911'B 1933 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 HD0911'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0674 ***********************************************************************
 JC0674  DESIGNATION -  859.4
 JC0674  PID         -  JC0674
 JC0674  STATE/COUNTY-  MO/GASCONADE
 JC0674  USGS QUAD   -  SWISS (1973)
 JC0674
 JC0674                         *CURRENT SURVEY CONTROL
 JC0674  ___________________________________________________________________
 JC0674* NAD 83(1986)-  38 31 07.     (N)    091 27 33.     (W)     SCALED    
 JC0674* NAVD 88     -       262.050  (meters)     859.74   (feet)  ADJUSTED  
 JC0674  ___________________________________________________________________
 JC0674  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JC0674  DYNAMIC HT  -         261.873 (meters)     859.16  (feet)  COMP
 JC0674  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 JC0674
 JC0674  VERT ORDER  -  SECOND    CLASS 0
 JC0674
 JC0674.The horizontal coordinates were scaled from a topographic map and have
 JC0674.an estimated accuracy of +/- 6 seconds.
 JC0674
 JC0674.The orthometric height was determined by differential leveling
 JC0674.and adjusted by the National Geodetic Survey in June 1991..
 JC0674
 JC0674.The geoid height was determined by GEOID03.
 JC0674
 JC0674.The dynamic height is computed by dividing the NAVD 88
 JC0674.geopotential number by the normal gravity value computed on the
 JC0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0674.degrees latitude (g = 980.6199 gals.).
 JC0674
 JC0674.The modeled gravity was interpolated from observed gravity values.
 JC0674
 JC0674;                    North         East    Units  Estimated Accuracy
 JC0674;SPC MO E     -   298,430.      166,360.      MT  (+/- 180 meters Scaled)
 JC0674
 JC0674                          SUPERSEDED SURVEY CONTROL
 JC0674
 JC0674  NGVD 29 (??/??/92)  262.056  (m)          859.76   (f) ADJ UNCH    2 0
 JC0674
 JC0674.Superseded values are not recommended for survey control.
 JC0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0674.See file dsdata.txt to determine how the superseded data were derived.
 JC0674
 JC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC343644(NAD 83)
 JC0674_MARKER: Q = CHISELED SQUARE
 JC0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0674_SP_SET: CULVERT
 JC0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0674
 JC0674  HISTORY     - Date     Condition        Report By
 JC0674  HISTORY     - UNK      MONUMENTED       USGS
 JC0674  HISTORY     - 1938     GOOD             NGS
 JC0674
 JC0674                          STATION DESCRIPTION
 JC0674
 JC0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0674'3.5 MI S FROM SWISS.
 JC0674'3.5 MILES SOUTH ALONG STATE HIGHWAY 19 FROM SWISS, GASCONADE
 JC0674'COUNTY, AT THE LOW POINT BETWEEN TWO SMALL HILLS, 20 FEET WEST
 JC0674'OF THE CENTERLINE OF THE HIGHWAY, AT A 3-FOOT CONCRETE BOX
 JC0674'CULVERT, AND ON THE WEST HEADWALL PAINTED B M 859.4.  A CHISELED
 JC0674'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0335 ***********************************************************************
 JE0335  DESIGNATION -  860 RESET
 JE0335  PID         -  JE0335
 JE0335  STATE/COUNTY-  MO/BATES
 JE0335  USGS QUAD   -  BUTLER (1961)
 JE0335
 JE0335                         *CURRENT SURVEY CONTROL
 JE0335  ___________________________________________________________________
 JE0335* NAD 83(1986)-  38 20 58.     (N)    094 20 44.     (W)     SCALED    
 JE0335* NAVD 88     -       262.85   (meters)     862.4    (feet)  RESET     
 JE0335  ___________________________________________________________________
 JE0335  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JE0335
 JE0335  VERT ORDER  -  THIRD
 JE0335
 JE0335.The horizontal coordinates were scaled from a topographic map and have
 JE0335.an estimated accuracy of +/- 6 seconds.
 JE0335
 JE0335.The orthometric height was computed from unverified reset data.
 JE0335
 JE0335.The geoid height was determined by GEOID03.
 JE0335
 JE0335;                    North         East    Units  Estimated Accuracy
 JE0335;SPC MO W     -   242,250.      863,500.      MT  (+/- 180 meters Scaled)
 JE0335
 JE0335                          SUPERSEDED SURVEY CONTROL
 JE0335
 JE0335.No superseded survey control is available for this station.
 JE0335
 JE0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC824454(NAD 83)
 JE0335_MARKER: DD = SURVEY DISK
 JE0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0335_STAMPING: 860 RESET 1969
 JE0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0335+STABILITY: SURFACE MOTION
 JE0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0335+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0335
 JE0335  HISTORY     - Date     Condition        Report By
 JE0335  HISTORY     - 1969     MONUMENTED       CGS
 JE0335  HISTORY     - 20051105 GOOD             INDIV
 JE0335
 JE0335                          STATION DESCRIPTION
 JE0335
 JE0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JE0335'2.5 MI NE FROM PASSAIC.
 JE0335'ABOUT 2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0335'THE POST OFFICE AT PASSAIC, THENCE 0.5 MILE EAST ALONG A GRAVELED
 JE0335'ROAD, OR 3.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0335'FROM THE STATION AT ADRAIN, THENCE 0.5 MILE EAST ALONG A GRAVELED
 JE0335'ROAD, 125 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 4
 JE0335'FEET SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE REPAIR BOX,
 JE0335'2.5 FEET SOUTHEAST OF A FENCE CORNER POST AT A JOG IN THE
 JE0335'FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, AT THE EAST
 JE0335'EDGE OF THE RIGHT-OF-WAY OF NEW U.S. HIGHWAY 71, AND SET IN
 JE0335'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 JE0335
 JE0335                          STATION RECOVERY (2005)
 JE0335
 JE0335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1245 ***********************************************************************
 JC1245  DESIGNATION -  86=25/1 BOLT
 JC1245  PID         -  JC1245
 JC1245  STATE/COUNTY-  MO/OSAGE
 JC1245  USGS QUAD   -  MOKANE EAST (1985)
 JC1245
 JC1245                         *CURRENT SURVEY CONTROL
 JC1245  ___________________________________________________________________
 JC1245* NAD 83(1986)-  38 40 40.     (N)    091 46 10.     (W)     SCALED    
 JC1245* NAVD 88     -       161.463  (meters)     529.73   (feet)  POSTED    
 JC1245  ___________________________________________________________________
 JC1245  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JC1245  DYNAMIC HT  -         161.360 (meters)     529.40  (feet)  COMP
 JC1245  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 JC1245
 JC1245  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JC1245
 JC1245.The horizontal coordinates were scaled from a topographic map and have
 JC1245.an estimated accuracy of +/- 6 seconds.
 JC1245
 JC1245.The orthometric height was determined by differential leveling
 JC1245.and adjusted by the National Geodetic Survey in 1992..
 JC1245.No vertical observational check was made to the station.
 JC1245.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JC1245.was located on a no-check spur therefore a value was not computed.
 JC1245
 JC1245.The geoid height was determined by GEOID03.
 JC1245
 JC1245.The dynamic height is computed by dividing the NAVD 88
 JC1245.geopotential number by the normal gravity value computed on the
 JC1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1245.degrees latitude (g = 980.6199 gals.).
 JC1245
 JC1245.The modeled gravity was interpolated from observed gravity values.
 JC1245
 JC1245;                    North         East    Units  Estimated Accuracy
 JC1245;SPC MO C     -   315,920.      563,570.      MT  (+/- 180 meters Scaled)
 JC1245
 JC1245                          SUPERSEDED SURVEY CONTROL
 JC1245
 JC1245  NGVD 29 (??/??/92)  161.461  (m)          529.73   (f) ADJ UNCH    1 2
 JC1245
 JC1245.Superseded values are not recommended for survey control.
 JC1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1245.See file dsdata.txt to determine how the superseded data were derived.
 JC1245
 JC1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC070817(NAD 83)
 JC1245_MARKER: B = BOLT
 JC1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1245_SP_SET: CONCRETE POST
 JC1245_MARK LOGO: NONE  
 JC1245_PROJECTION: FLUSH
 JC1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1245+STABILITY: SURFACE MOTION
 JC1245
 JC1245  HISTORY     - Date     Condition        Report By
 JC1245  HISTORY     - UNK      MONUMENTED
 JC1245  HISTORY     - 1986     GOOD             NGS
 JC1245
 JC1245                          STATION DESCRIPTION
 JC1245
 JC1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1245'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JC1245'NEW DESCRIPTION FOLLOWS.  39.4 KM (24.45 MI) WESTERLY ALONG STATE
 JC1245'HIGHWAY 100 FROM THE COURTHOUSE IN HERMANN, THENCE 0.1 KM (0.05 MI)
 JC1245'SOUTH ALONG STATE HIGHWAY 89, 11.0 M (36.1 FT) SOUTHWEST OF THE
 JC1245'SOUTHWEST CORNER OF A 2 STORY BRICK HOUSE, 9.2 M (30.2 FT) EAST OF THE
 JC1245'HIGHWAY CENTER, 6.5 M (21.3 FT) NORTH OF THE CENTER OF A PAVED STREET,
 JC1245'AND 0.2 M (0.7 FT) NORTH OF THE NORTH FACE OF A CONCRETE BLOCK
 JC1245'RETAINING WALL.
 JC1245'THE MARK IS 0.9 M BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1008 ***********************************************************************
 JC1008  DESIGNATION -  86=25/1 CAP
 JC1008  PID         -  JC1008
 JC1008  STATE/COUNTY-  MO/OSAGE
 JC1008  USGS QUAD   -  MOKANE EAST (1985)
 JC1008
 JC1008                         *CURRENT SURVEY CONTROL
 JC1008  ___________________________________________________________________
 JC1008* NAD 83(1986)-  38 40 40.     (N)    091 46 10.     (W)     SCALED    
 JC1008* NAVD 88     -       162.759  (meters)     533.99   (feet)  ADJUSTED  
 JC1008  ___________________________________________________________________
 JC1008  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JC1008  DYNAMIC HT  -         162.652 (meters)     533.63  (feet)  COMP
 JC1008  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 JC1008
 JC1008  VERT ORDER  -  FIRST     CLASS II
 JC1008
 JC1008.The horizontal coordinates were scaled from a topographic map and have
 JC1008.an estimated accuracy of +/- 6 seconds.
 JC1008
 JC1008.The orthometric height was determined by differential leveling
 JC1008.and adjusted by the National Geodetic Survey in June 1991..
 JC1008
 JC1008.The geoid height was determined by GEOID03.
 JC1008
 JC1008.The dynamic height is computed by dividing the NAVD 88
 JC1008.geopotential number by the normal gravity value computed on the
 JC1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1008.degrees latitude (g = 980.6199 gals.).
 JC1008
 JC1008.The modeled gravity was interpolated from observed gravity values.
 JC1008
 JC1008;                    North         East    Units  Estimated Accuracy
 JC1008;SPC MO C     -   315,920.      563,570.      MT  (+/- 180 meters Scaled)
 JC1008
 JC1008                          SUPERSEDED SURVEY CONTROL
 JC1008
 JC1008  NGVD 29 (??/??/92)  162.720  (m)          533.86   (f) ADJ UNCH    1 2
 JC1008
 JC1008.Superseded values are not recommended for survey control.
 JC1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1008.See file dsdata.txt to determine how the superseded data were derived.
 JC1008
 JC1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC070817(NAD 83)
 JC1008_MARKER: P = PIPE CAP
 JC1008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC1008_SP_SET: SHALLOW-SET PIPE
 JC1008_MARK LOGO: MORC  
 JC1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1008
 JC1008  HISTORY     - Date     Condition        Report By
 JC1008  HISTORY     - UNK      MONUMENTED       MORC
 JC1008  HISTORY     - 1946     GOOD             NGS
 JC1008  HISTORY     - 1986     GOOD             NGS
 JC1008  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC1008  HISTORY     - 20041106 GOOD             GEOCAC
 JC1008
 JC1008                          STATION DESCRIPTION
 JC1008
 JC1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC1008'AT CHAMOIS.
 JC1008'AT CHAMOIS, OSAGE COUNTY, ABOUT 0.1 MILE NORTH ALONG THE MAIN
 JC1008'STREET FROM THE MISSOURI PACIFIC RAILROAD STATION, AT THE
 JC1008'NORTHEAST CORNER OF A STREET INTERSECTION, 36 FEET SOUTHWEST OF
 JC1008'THE SOUTHWEST CORNER OF A 2-STORY BRICK HOUSE, IN THE SOUTHWEST
 JC1008'CORNER OF A YARD, ABOUT 30 FEET EAST OF THE CENTER LINE OF THE
 JC1008'MAIN STREET, 21 FEET NORTH OF THE CENTER LINE OF THE
 JC1008'EAST-AND-WEST STREET, AND 8 INCHES NORTH OF A POINT 12 FEET EAST
 JC1008'OF THE CONCRETE BLOCK WALL AROUND THE YARD.  A COPPER BOLT
 JC1008'LEADED IN THE TOP OF A STONE 18 INCHES SQUARE AND SET ABOUT 3
 JC1008'FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 JC1008'PROJECTING ABOUT 11 INCHES ABOVE GROUND AND BEARING A MISSOURI
 JC1008'RIVER COMMISSION STANDARD CAP.
 JC1008
 JC1008                          STATION RECOVERY (1986)
 JC1008
 JC1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC1008'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  39.4 KM
 JC1008'(24.45 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE IN
 JC1008'HERMANN, THENCE 0.1 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 89, 11.0 M
 JC1008'(36.1 F T) SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY BRICK HOUSE,
 JC1008'9.2 M (30.2 FT) EAST OF THE HIGHWAY CENTERLINE, 6.5 M (21.3 FT) NORTH
 JC1008'OF THE CENTER OF A PAVED STREET, AND 0.2 M (0.7 FT) NORTH OF THE NORTH
 JC1008'FACE OF A CONCRETE BLOCK WELL HOUSE.
 JC1008'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 JC1008
 JC1008                          STATION RECOVERY (1987)
 JC1008
 JC1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (EPB)
 JC1008'MARK NOT FOUND.
 JC1008
 JC1008                          STATION RECOVERY (2004)
 JC1008
 JC1008'RECOVERY NOTE BY GEOCACHING 2004 (KHK)
 JC1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0480 ***********************************************************************
 HC0480  DESIGNATION -  865
 HC0480  PID         -  HC0480
 HC0480  STATE/COUNTY-  MO/CRAWFORD
 HC0480  USGS QUAD   -  COOK STATION (1978)
 HC0480
 HC0480                         *CURRENT SURVEY CONTROL
 HC0480  ___________________________________________________________________
 HC0480* NAD 83(1986)-  37 51 31.     (N)    091 25 54.     (W)     SCALED    
 HC0480* NAVD 88     -       263.469  (meters)     864.40   (feet)  ADJUSTED  
 HC0480  ___________________________________________________________________
 HC0480  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HC0480  DYNAMIC HT  -         263.270 (meters)     863.75  (feet)  COMP
 HC0480  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 HC0480
 HC0480  VERT ORDER  -  SECOND    CLASS 0
 HC0480
 HC0480.The horizontal coordinates were scaled from a topographic map and have
 HC0480.an estimated accuracy of +/- 6 seconds.
 HC0480
 HC0480.The orthometric height was determined by differential leveling
 HC0480.and adjusted by the National Geodetic Survey in June 1991..
 HC0480
 HC0480.The geoid height was determined by GEOID03.
 HC0480
 HC0480.The dynamic height is computed by dividing the NAVD 88
 HC0480.geopotential number by the normal gravity value computed on the
 HC0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0480.degrees latitude (g = 980.6199 gals.).
 HC0480
 HC0480.The modeled gravity was interpolated from observed gravity values.
 HC0480
 HC0480;                    North         East    Units  Estimated Accuracy
 HC0480;SPC MO E     -   225,150.      168,020.      MT  (+/- 180 meters Scaled)
 HC0480
 HC0480                          SUPERSEDED SURVEY CONTROL
 HC0480
 HC0480  NGVD 29 (??/??/92)  263.422  (m)          864.24   (f) ADJ UNCH    2 0
 HC0480
 HC0480.Superseded values are not recommended for survey control.
 HC0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0480.See file dsdata.txt to determine how the superseded data were derived.
 HC0480
 HC0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB379912(NAD 83)
 HC0480_MARKER: P = PIPE CAP
 HC0480_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0480_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0480_STAMPING: PT STA NO 115 S 865 MO 1926
 HC0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0480
 HC0480  HISTORY     - Date     Condition        Report By
 HC0480  HISTORY     - 1926     MONUMENTED       USGS
 HC0480  HISTORY     - 1934     GOOD             NGS
 HC0480
 HC0480                          STATION DESCRIPTION
 HC0480
 HC0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0480'AT WESCO.
 HC0480'AT WESCO, CRAWFORD COUNTY, 69 FEET SOUTH OF THE SOUTH END OF THE
 HC0480'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 36 FEET EAST OF THE NORTH
 HC0480'SWITCH OF THE SIDING, 39 FEET SOUTHEAST OF THE CENTERLINE OF A
 HC0480'DIRT CROSS ROAD, AND 26 FEET EAST OF THE CENTERLINE OF THE MAIN
 HC0480'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 HC0480'P.T. STA. NO. 115 S 865 MO. 1926 AND RIVETED ON THE TOP OF A
 HC0480'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0870 ***********************************************************************
 JC0870  DESIGNATION -  866.8
 JC0870  PID         -  JC0870
 JC0870  STATE/COUNTY-  MO/PHELPS
 JC0870  USGS QUAD   -  VICHY (1980)
 JC0870
 JC0870                         *CURRENT SURVEY CONTROL
 JC0870  ___________________________________________________________________
 JC0870* NAD 83(1986)-  38 00 08.     (N)    091 46 36.     (W)     SCALED    
 JC0870* NAVD 88     -       264.457  (meters)     867.64   (feet)  ADJUSTED  
 JC0870  ___________________________________________________________________
 JC0870  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 JC0870  DYNAMIC HT  -         264.264 (meters)     867.01  (feet)  COMP
 JC0870  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 JC0870
 JC0870  VERT ORDER  -  FIRST     CLASS II
 JC0870
 JC0870.The horizontal coordinates were scaled from a topographic map and have
 JC0870.an estimated accuracy of +/- 6 seconds.
 JC0870
 JC0870.The orthometric height was determined by differential leveling
 JC0870.and adjusted by the National Geodetic Survey in June 1991..
 JC0870
 JC0870.The geoid height was determined by GEOID03.
 JC0870
 JC0870.The dynamic height is computed by dividing the NAVD 88
 JC0870.geopotential number by the normal gravity value computed on the
 JC0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0870.degrees latitude (g = 980.6199 gals.).
 JC0870
 JC0870.The modeled gravity was interpolated from observed gravity values.
 JC0870
 JC0870;                    North         East    Units  Estimated Accuracy
 JC0870;SPC MO C     -   240,930.      563,530.      MT  (+/- 180 meters Scaled)
 JC0870
 JC0870                          SUPERSEDED SURVEY CONTROL
 JC0870
 JC0870  NGVD 29 (??/??/92)  264.418  (m)          867.51   (f) ADJ UNCH    1 2
 JC0870
 JC0870.Superseded values are not recommended for survey control.
 JC0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0870.See file dsdata.txt to determine how the superseded data were derived.
 JC0870
 JC0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC074067(NAD 83)
 JC0870_MARKER: Q = CHISELED SQUARE
 JC0870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0870_SP_SET: CURB
 JC0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0870
 JC0870  HISTORY     - Date     Condition        Report By
 JC0870  HISTORY     - UNK      MONUMENTED       USGS
 JC0870  HISTORY     - 1950     GOOD             NGS
 JC0870  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 JC0870
 JC0870                          STATION DESCRIPTION
 JC0870
 JC0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0870'4.1 MI N FROM ROLLA.
 JC0870'4.1 MILES NORTH OF ROLLA, PHELPS COUNTY.  THIS BENCH MARK MAY
 JC0870'BE REACHED FROM THE POST OFFICE BY GOING 0.6 MILE NORTH ALONG
 JC0870'U.S. HIGHWAY 66 (CITY ROUTE), THENCE 1.1 MILES NORTHEAST ALONG
 JC0870'U.S. HIGHWAYS 66 AND 63, AND THENCE 2.4 MILES NORTH ALONG U.S.
 JC0870'HIGHWAY 63.  IT IS AT CONCRETE BRIDGE H 356, ON THE TOP OF THE
 JC0870'WEST CONCRETE CURB, AND 2 FEET NORTH OF BENCH MARK Y 34 DESCRIBED
 JC0870'ABOVE.  A CHISELED SQUARE.
 JC0870
 JC0870                          STATION RECOVERY (2004)
 JC0870
 JC0870'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JC0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1312 ***********************************************************************
 JD1312  DESIGNATION -  868.1
 JD1312  PID         -  JD1312
 JD1312  STATE/COUNTY-  MO/BENTON
 JD1312  USGS QUAD   -  WARSAW EAST (1982)
 JD1312
 JD1312                         *CURRENT SURVEY CONTROL
 JD1312  ___________________________________________________________________
 JD1312* NAD 83(1986)-  38 12 54.     (N)    093 20 12.     (W)     SCALED    
 JD1312* NAVD 88     -       264.901  (meters)     869.10   (feet)  ADJUSTED  
 JD1312  ___________________________________________________________________
 JD1312  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JD1312  DYNAMIC HT  -         264.712 (meters)     868.48  (feet)  COMP
 JD1312  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 JD1312
 JD1312  VERT ORDER  -  SECOND    CLASS 0
 JD1312
 JD1312.The horizontal coordinates were scaled from a topographic map and have
 JD1312.an estimated accuracy of +/- 6 seconds.
 JD1312
 JD1312.The orthometric height was determined by differential leveling
 JD1312.and adjusted by the National Geodetic Survey in June 1991..
 JD1312
 JD1312.The geoid height was determined by GEOID03.
 JD1312
 JD1312.The dynamic height is computed by dividing the NAVD 88
 JD1312.geopotential number by the normal gravity value computed on the
 JD1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1312.degrees latitude (g = 980.6199 gals.).
 JD1312
 JD1312.The modeled gravity was interpolated from observed gravity values.
 JD1312
 JD1312;                    North         East    Units  Estimated Accuracy
 JD1312;SPC MO C     -   264,630.      426,730.      MT  (+/- 180 meters Scaled)
 JD1312
 JD1312                          SUPERSEDED SURVEY CONTROL
 JD1312
 JD1312  NGVD 29 (??/??/92)  264.783  (m)          868.71   (f) ADJ UNCH    2 0
 JD1312
 JD1312.Superseded values are not recommended for survey control.
 JD1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1312.See file dsdata.txt to determine how the superseded data were derived.
 JD1312
 JD1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC705297(NAD 83)
 JD1312_MARKER: Q = CHISELED SQUARE
 JD1312_SETTING: 80 = SET IN A BOULDER
 JD1312_SP_SET: BOULDER
 JD1312_STAMPING: BM 868.1
 JD1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1312+STABILITY: SURFACE MOTION
 JD1312
 JD1312  HISTORY     - Date     Condition        Report By
 JD1312  HISTORY     - 1932     MONUMENTED       USGS
 JD1312  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1312
 JD1312                          STATION DESCRIPTION
 JD1312
 JD1312'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 JD1312'3.5 MI N FROM DELL.
 JD1312'3.5 MILES NORTH ALONG U.S. HIGHWAY 65 FROM DELL, BENTON COUNTY,
 JD1312'0.2 MILE SOUTHWEST OF THE CENTER OF SECTION 26, T 40 N, R 22
 JD1312'W, ON THE WEST SIDE OF THE HIGHWAY, AND ON THE TOP OF A BOULDER.
 JD1312'A CHISELED SQUARE PAINTED BM 868.1.
 JD1312
 JD1312                          STATION RECOVERY (1963)
 JD1312
 JD1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1309 ***********************************************************************
 JD1309  DESIGNATION -  869.9
 JD1309  PID         -  JD1309
 JD1309  STATE/COUNTY-  MO/BENTON
 JD1309  USGS QUAD   -  WARSAW EAST (1982)
 JD1309
 JD1309                         *CURRENT SURVEY CONTROL
 JD1309  ___________________________________________________________________
 JD1309* NAD 83(1986)-  38 10 32.     (N)    093 19 13.     (W)     SCALED    
 JD1309* NAVD 88     -       265.409  (meters)     870.76   (feet)  ADJUSTED  
 JD1309  ___________________________________________________________________
 JD1309  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JD1309  DYNAMIC HT  -         265.218 (meters)     870.14  (feet)  COMP
 JD1309  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 JD1309
 JD1309  VERT ORDER  -  SECOND    CLASS 0
 JD1309
 JD1309.The horizontal coordinates were scaled from a topographic map and have
 JD1309.an estimated accuracy of +/- 6 seconds.
 JD1309
 JD1309.The orthometric height was determined by differential leveling
 JD1309.and adjusted by the National Geodetic Survey in June 1991..
 JD1309
 JD1309.The geoid height was determined by GEOID03.
 JD1309
 JD1309.The dynamic height is computed by dividing the NAVD 88
 JD1309.geopotential number by the normal gravity value computed on the
 JD1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1309.degrees latitude (g = 980.6199 gals.).
 JD1309
 JD1309.The modeled gravity was interpolated from observed gravity values.
 JD1309
 JD1309;                    North         East    Units  Estimated Accuracy
 JD1309;SPC MO C     -   260,240.      428,130.      MT  (+/- 180 meters Scaled)
 JD1309
 JD1309                          SUPERSEDED SURVEY CONTROL
 JD1309
 JD1309  NGVD 29 (??/??/92)  265.290  (m)          870.37   (f) ADJ UNCH    2 0
 JD1309
 JD1309.Superseded values are not recommended for survey control.
 JD1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1309.See file dsdata.txt to determine how the superseded data were derived.
 JD1309
 JD1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC719253(NAD 83)
 JD1309_MARKER: X = CHISELED CROSS
 JD1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1309_SP_SET: CULVERT
 JD1309_STAMPING: BM 869.9
 JD1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1309
 JD1309  HISTORY     - Date     Condition        Report By
 JD1309  HISTORY     - 1932     MONUMENTED       USGS
 JD1309  HISTORY     - 1963     GOOD             NGS
 JD1309
 JD1309                          STATION DESCRIPTION
 JD1309
 JD1309'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 JD1309'0.3 MI N FROM DELL.
 JD1309'0.3 MILE NORTH ALONG U.S. HIGHWAY 65 FROM DELL, BENTON COUNTY,
 JD1309'0.6 MILE NORTHWEST OF A STORE ON THE EAST SIDE OF THE HIGHWAY,
 JD1309'AT THE JUNCTION OF A ROAD LEADING EAST TO CLIMAX SPRINGS, AT
 JD1309'A CULVERT AND ON THE TOP OF THE EAST CONCRETE HEADWALL.  A CHISELED
 JD1309'CROSS, PAINTED BM 869.9
 JD1309
 JD1309                          STATION RECOVERY (1963)
 JD1309
 JD1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1011 ***********************************************************************
 JC1011  DESIGNATION -  87 CAP
 JC1011  PID         -  JC1011
 JC1011  STATE/COUNTY-  MO/OSAGE
 JC1011  USGS QUAD   -  MOKANE EAST (1985)
 JC1011
 JC1011                         *CURRENT SURVEY CONTROL
 JC1011  ___________________________________________________________________
 JC1011* NAD 83(1986)-  38 40 03.     (N)    091 48 52.     (W)     SCALED    
 JC1011* NAVD 88     -       164.718  (meters)     540.41   (feet)  ADJUSTED  
 JC1011  ___________________________________________________________________
 JC1011  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JC1011  DYNAMIC HT  -         164.609 (meters)     540.05  (feet)  COMP
 JC1011  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 JC1011
 JC1011  VERT ORDER  -  FIRST     CLASS II
 JC1011
 JC1011.The horizontal coordinates were scaled from a topographic map and have
 JC1011.an estimated accuracy of +/- 6 seconds.
 JC1011
 JC1011.The orthometric height was determined by differential leveling
 JC1011.and adjusted by the National Geodetic Survey in June 1991..
 JC1011
 JC1011.The geoid height was determined by GEOID03.
 JC1011
 JC1011.The dynamic height is computed by dividing the NAVD 88
 JC1011.geopotential number by the normal gravity value computed on the
 JC1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1011.degrees latitude (g = 980.6199 gals.).
 JC1011
 JC1011.The modeled gravity was interpolated from observed gravity values.
 JC1011
 JC1011;                    North         East    Units  Estimated Accuracy
 JC1011;SPC MO C     -   314,750.      559,660.      MT  (+/- 180 meters Scaled)
 JC1011
 JC1011                          SUPERSEDED SURVEY CONTROL
 JC1011
 JC1011  NGVD 29 (??/??/92)  164.708  (m)          540.38   (f) ADJ UNCH    1 2
 JC1011
 JC1011.Superseded values are not recommended for survey control.
 JC1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1011.See file dsdata.txt to determine how the superseded data were derived.
 JC1011
 JC1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC031805(NAD 83)
 JC1011_MARKER: B = BOLT
 JC1011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC1011_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1011
 JC1011  HISTORY     - Date     Condition        Report By
 JC1011  HISTORY     - UNK      MONUMENTED       MORC
 JC1011  HISTORY     - 1946     GOOD             NGS
 JC1011  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC1011
 JC1011                          STATION DESCRIPTION
 JC1011
 JC1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC1011'2.4 MI NE FROM ST AUBERT.
 JC1011'ABOUT 2.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JC1011'FROM THE STATION AT ST. AUBERT, ABOUT 2.5 MILES SOUTHWEST OF
 JC1011'CHAMOIS, ACROSS THE TRACKS FROM THE SECOND POLE SOUTHWEST OF
 JC1011'MILE POST 102-30, ABOUT 58 YARDS SOUTHWEST OF SEMAPHORE NO.
 JC1011'102.7L, 38.5 FEET SOUTHEAST OF AND ABOUT 2.0 FEET HIGHER THAN
 JC1011'THE CENTER LINE OF THE SOUTHEAST TRACK, 15.0 FEET SOUTHWEST OF
 JC1011'A TELEPHONE POLE AND 1.0 FOOT WEST OF A 4 IN X 4 IN MARKER POST.
 JC1011'A COPPER BOLT LEADED IN THE TOP OF A STONE ABOUT 3.0 FEET UNDER
 JC1011'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 JC1011'ABOUT 9 INCHES ABOVE GROUND AND BEARING A MISSOURI RIVER
 JC1011'COMMISSION IRON CAP.
 JC1011
 JC1011                          STATION RECOVERY (1986)
 JC1011
 JC1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1185 ***********************************************************************
 HD1185  DESIGNATION -  87 M
 HD1185  PID         -  HD1185
 HD1185  STATE/COUNTY-  MO/LACLEDE
 HD1185  USGS QUAD   -  STOUTLAND (1978)
 HD1185
 HD1185                         *CURRENT SURVEY CONTROL
 HD1185  ___________________________________________________________________
 HD1185* NAD 83(1997)-  37 45 12.38287(N)    092 30 16.87066(W)     ADJUSTED  
 HD1185* NAVD 88     -       336.49   (+/-2cm)    1104.0    (feet)  VERTCON   
 HD1185  ___________________________________________________________________
 HD1185  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HD1185  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HD1185
 HD1185  HORZ ORDER  -  SECOND
 HD1185  VERT ORDER  -  THIRD ? (See Below)
 HD1185
 HD1185.The horizontal coordinates were established by classical geodetic methods
 HD1185.and adjusted by the National Geodetic Survey in February 2000..
 HD1185
 HD1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1185.The vertical order pertains to the NGVD 29 superseded value.
 HD1185
 HD1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1185
 HD1185.The geoid height was determined by GEOID03.
 HD1185
 HD1185;                    North         East     Units Scale Factor Converg.
 HD1185;SPC MO C     -   213,067.312   499,587.044   MT  0.99993334   -0 00 10.3
 HD1185;UTM  15      - 4,178,574.689   543,632.552   MT  0.99962345   +0 18 11.8
 HD1185
 HD1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1185!SPC MO C     -   0.99995201  x   0.99993334  =   0.99988535
 HD1185!UTM  15      -   0.99995201  x   0.99962345  =   0.99957547
 HD1185
 HD1185                          SUPERSEDED SURVEY CONTROL
 HD1185
 HD1185  NAD 83(1986)-  37 45 12.39554(N)    092 30 16.87000(W) AD(       ) 2
 HD1185  NAD 27      -  37 45 12.25000(N)    092 30 16.24900(W) AD(       ) 2
 HD1185  NGVD 29 (07/19/86)  336.38   (m)         1103.6    (f) LEVELING    3  
 HD1185
 HD1185.Superseded values are not recommended for survey control.
 HD1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1185.See file dsdata.txt to determine how the superseded data were derived.
 HD1185
 HD1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB4363378575(NAD 83)
 HD1185_MARKER: DB = BENCH MARK DISK
 HD1185_SETTING: 0 = UNSPECIFIED SETTING
 HD1185
 HD1185  HISTORY     - Date     Condition        Report By
 HD1185  HISTORY     - 1946     MONUMENTED       USGS
 HD1185
 HD1185                          STATION DESCRIPTION
 HD1185
 HD1185'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RAM)
 HD1185'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF LEBANON,
 HD1185'ABOUT 4 MILES SOUTH OF STOUTLAND AND 0.1 MILE EAST OF LUCYS
 HD1185'CABINS AND CAFE.  THE MARK IS A STANDARD USGS BENCH MARK
 HD1185'SET IN THE CONCRETE ENDWALL AT WEST END OF CULVERT AND STAMPED
 HD1185'USGS BM 87M 1931.
 HD1185'
 HD1185'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HD1185'SPUD TO USGS BM 87M 1931.  IT IS 110.336 METERS (361.99 FEET)
 HD1185'SOUTH OF THE STATION.
 HD1185'
 HD1185'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 HD1185'HIGHWAY 5 IN LEBANON, GO NORTHEAST ON U.S. HIGHWAY 66 FOR
 HD1185'11.1 MILES TO COUNTY HIGHWAY T AND STATION ON RIGHT IN WEST
 HD1185'ENDWALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0669 ***********************************************************************
 JC0669  DESIGNATION -  872.6
 JC0669  PID         -  JC0669
 JC0669  STATE/COUNTY-  MO/GASCONADE
 JC0669  USGS QUAD   -  SWISS (1973)
 JC0669
 JC0669                         *CURRENT SURVEY CONTROL
 JC0669  ___________________________________________________________________
 JC0669* NAD 83(1986)-  38 32 40.     (N)    091 28 23.     (W)     SCALED    
 JC0669* NAVD 88     -       266.077  (meters)     872.95   (feet)  ADJUSTED  
 JC0669  ___________________________________________________________________
 JC0669  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JC0669  DYNAMIC HT  -         265.899 (meters)     872.37  (feet)  COMP
 JC0669  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 JC0669
 JC0669  VERT ORDER  -  SECOND    CLASS 0
 JC0669
 JC0669.The horizontal coordinates were scaled from a topographic map and have
 JC0669.an estimated accuracy of +/- 6 seconds.
 JC0669
 JC0669.The orthometric height was determined by differential leveling
 JC0669.and adjusted by the National Geodetic Survey in June 1991..
 JC0669
 JC0669.The geoid height was determined by GEOID03.
 JC0669
 JC0669.The dynamic height is computed by dividing the NAVD 88
 JC0669.geopotential number by the normal gravity value computed on the
 JC0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0669.degrees latitude (g = 980.6199 gals.).
 JC0669
 JC0669.The modeled gravity was interpolated from observed gravity values.
 JC0669
 JC0669;                    North         East    Units  Estimated Accuracy
 JC0669;SPC MO E     -   301,310.      165,180.      MT  (+/- 180 meters Scaled)
 JC0669
 JC0669                          SUPERSEDED SURVEY CONTROL
 JC0669
 JC0669  NGVD 29 (??/??/92)  266.091  (m)          873.00   (f) ADJ UNCH    2 0
 JC0669
 JC0669.Superseded values are not recommended for survey control.
 JC0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0669.See file dsdata.txt to determine how the superseded data were derived.
 JC0669
 JC0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC330673(NAD 83)
 JC0669_MARKER: Q = CHISELED SQUARE
 JC0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0669_SP_SET: CULVERT
 JC0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0669
 JC0669  HISTORY     - Date     Condition        Report By
 JC0669  HISTORY     - UNK      MONUMENTED       USGS
 JC0669  HISTORY     - 1938     GOOD             NGS
 JC0669
 JC0669                          STATION DESCRIPTION
 JC0669
 JC0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0669'1.3 MI S FROM SWISS.
 JC0669'1.3 MILES SOUTH ALONG STATE HIGHWAY 19 FROM SWISS, GASCONADE
 JC0669'COUNTY, 45 YARDS SOUTH OF A WOODS WEST OF THE HIGHWAY, OPPOSITE
 JC0669'THE SOUTH EDGE OF A WOODS EAST OF THE HIGHWAY, 21 FEET EAST
 JC0669'OF THE CENTERLINE OF THE HIGHWAY, AT A 3-FOOT CONCRETE BOX
 JC0669'CULVERT, AND ON THE TOP OF THE SOUTHEAST HEADWALL PAINTED
 JC0669'BM 872.6.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0492 ***********************************************************************
 HD0492  DESIGNATION -  874.5
 HD0492  PID         -  HD0492
 HD0492  STATE/COUNTY-  MO/CAMDEN
 HD0492  USGS QUAD   -  MACKS CREEK (1982)
 HD0492
 HD0492                         *CURRENT SURVEY CONTROL
 HD0492  ___________________________________________________________________
 HD0492* NAD 83(1986)-  37 57 59.     (N)    092 58 10.     (W)     SCALED    
 HD0492* NAVD 88     -       267.005  (meters)     876.00   (feet)  ADJUSTED  
 HD0492  ___________________________________________________________________
 HD0492  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HD0492  DYNAMIC HT  -         266.808 (meters)     875.35  (feet)  COMP
 HD0492  MODELED GRAV-     979,883.4   (mgal)                       NAVD 88
 HD0492
 HD0492  VERT ORDER  -  SECOND    CLASS 0
 HD0492
 HD0492.The horizontal coordinates were scaled from a topographic map and have
 HD0492.an estimated accuracy of +/- 6 seconds.
 HD0492
 HD0492.The orthometric height was determined by differential leveling
 HD0492.and adjusted by the National Geodetic Survey in June 1991..
 HD0492
 HD0492.The geoid height was determined by GEOID03.
 HD0492
 HD0492.The dynamic height is computed by dividing the NAVD 88
 HD0492.geopotential number by the normal gravity value computed on the
 HD0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0492.degrees latitude (g = 980.6199 gals.).
 HD0492
 HD0492.The modeled gravity was interpolated from observed gravity values.
 HD0492
 HD0492;                    North         East    Units  Estimated Accuracy
 HD0492;SPC MO C     -   236,810.      458,750.      MT  (+/- 180 meters Scaled)
 HD0492
 HD0492                          SUPERSEDED SURVEY CONTROL
 HD0492
 HD0492  NGVD 29 (??/??/92)  266.899  (m)          875.65   (f) ADJ UNCH    2 0
 HD0492
 HD0492.Superseded values are not recommended for survey control.
 HD0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0492.See file dsdata.txt to determine how the superseded data were derived.
 HD0492
 HD0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC026020(NAD 83)
 HD0492_MARKER: Q = CHISELED SQUARE
 HD0492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0492_SP_SET: ABUTMENT
 HD0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0492
 HD0492  HISTORY     - Date     Condition        Report By
 HD0492  HISTORY     - UNK      MONUMENTED       USGS
 HD0492  HISTORY     - 1934     GOOD             NGS
 HD0492  HISTORY     - 1968     GOOD             USGS
 HD0492
 HD0492                          STATION DESCRIPTION
 HD0492
 HD0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0492'0.2 MI W FROM MACKS CREEK.
 HD0492'0.2 MILE WEST ALONG U.S. HIGHWAY 54 FROM MACKS CREEK, IN NORTH
 HD0492'HALF OF SECTION 12, T 37 N, R 19 W, AT A CONCRETE BRIDGE, AND
 HD0492'ON THE TOP OF THE NORTH PARAPET WALL OF THE WEST ABUTMENT.
 HD0492'A CHISELED SQUARE.
 HD0492
 HD0492                          STATION RECOVERY (1968)
 HD0492
 HD0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HD0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0110 ***********************************************************************
 LE0110  DESIGNATION -  875 A
 LE0110  PID         -  LE0110
 LE0110  STATE/COUNTY-  MO/SCHUYLER
 LE0110  USGS QUAD   -  DOWNING (1966)
 LE0110
 LE0110                         *CURRENT SURVEY CONTROL
 LE0110  ___________________________________________________________________
 LE0110* NAD 83(1986)-  40 29 16.     (N)    092 22 10.     (W)     SCALED    
 LE0110* NAVD 88     -       267.065  (meters)     876.20   (feet)  ADJUSTED  
 LE0110  ___________________________________________________________________
 LE0110  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LE0110  DYNAMIC HT  -         266.929 (meters)     875.75  (feet)  COMP
 LE0110  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 LE0110
 LE0110  VERT ORDER  -  SECOND    CLASS 0
 LE0110
 LE0110.The horizontal coordinates were scaled from a topographic map and have
 LE0110.an estimated accuracy of +/- 6 seconds.
 LE0110
 LE0110.The orthometric height was determined by differential leveling
 LE0110.and adjusted by the National Geodetic Survey in June 1991..
 LE0110
 LE0110.The geoid height was determined by GEOID03.
 LE0110
 LE0110.The dynamic height is computed by dividing the NAVD 88
 LE0110.geopotential number by the normal gravity value computed on the
 LE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0110.degrees latitude (g = 980.6199 gals.).
 LE0110
 LE0110.The modeled gravity was interpolated from observed gravity values.
 LE0110
 LE0110;                    North         East    Units  Estimated Accuracy
 LE0110;SPC MO C     -   516,620.      511,070.      MT  (+/- 180 meters Scaled)
 LE0110
 LE0110                          SUPERSEDED SURVEY CONTROL
 LE0110
 LE0110  NGVD 29 (??/??/92)  267.066  (m)          876.20   (f) ADJ UNCH    2 0
 LE0110
 LE0110.Superseded values are not recommended for survey control.
 LE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0110.See file dsdata.txt to determine how the superseded data were derived.
 LE0110
 LE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE534820(NAD 83)
 LE0110_MARKER: DD = SURVEY DISK
 LE0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0110_SP_SET: WALL
 LE0110_STAMPING: 875 A
 LE0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0110
 LE0110  HISTORY     - Date     Condition        Report By
 LE0110  HISTORY     - UNK      MONUMENTED       USGS
 LE0110  HISTORY     - 1935     GOOD             NGS
 LE0110  HISTORY     - 1967     GOOD             NGS
 LE0110
 LE0110                          STATION DESCRIPTION
 LE0110
 LE0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0110'AT DOWNING.
 LE0110'AT DOWNING, SCHUYLER COUNTY, NORTH ACROSS THE STREET FROM THE
 LE0110'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT A BRICK
 LE0110'STORE BUILDING, IN THE SOUTH WALL NEAR THE SOUTHEAST CORNER
 LE0110'OF THE BUILDING, AND 2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 LE0110'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 875 A AND SET
 LE0110'VERTICALLY.
 LE0110
 LE0110                          STATION RECOVERY (1967)
 LE0110
 LE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0634 ***********************************************************************
 JC0634  DESIGNATION -  876.9
 JC0634  PID         -  JC0634
 JC0634  STATE/COUNTY-  MO/MONTGOMERY
 JC0634  USGS QUAD   -  NEW FLORENCE (1973)
 JC0634
 JC0634                         *CURRENT SURVEY CONTROL
 JC0634  ___________________________________________________________________
 JC0634* NAD 83(1986)-  38 54 32.     (N)    091 26 48.     (W)     SCALED    
 JC0634* NAVD 88     -       267.311  (meters)     877.00   (feet)  ADJUSTED  
 JC0634  ___________________________________________________________________
 JC0634  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JC0634  DYNAMIC HT  -         267.137 (meters)     876.43  (feet)  COMP
 JC0634  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 JC0634
 JC0634  VERT ORDER  -  SECOND    CLASS 0
 JC0634
 JC0634.The horizontal coordinates were scaled from a topographic map and have
 JC0634.an estimated accuracy of +/- 6 seconds.
 JC0634
 JC0634.The orthometric height was determined by differential leveling
 JC0634.and adjusted by the National Geodetic Survey in June 1991..
 JC0634
 JC0634.The geoid height was determined by GEOID03.
 JC0634
 JC0634.The dynamic height is computed by dividing the NAVD 88
 JC0634.geopotential number by the normal gravity value computed on the
 JC0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0634.degrees latitude (g = 980.6199 gals.).
 JC0634
 JC0634.The modeled gravity was interpolated from observed gravity values.
 JC0634
 JC0634;                    North         East    Units  Estimated Accuracy
 JC0634;SPC MO E     -   341,740.      167,890.      MT  (+/- 180 meters Scaled)
 JC0634
 JC0634                          SUPERSEDED SURVEY CONTROL
 JC0634
 JC0634  NGVD 29 (??/??/92)  267.315  (m)          877.02   (f) ADJ UNCH    2 0
 JC0634
 JC0634.Superseded values are not recommended for survey control.
 JC0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0634.See file dsdata.txt to determine how the superseded data were derived.
 JC0634
 JC0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD346078(NAD 83)
 JC0634_MARKER: Q = CHISELED SQUARE
 JC0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0634_SP_SET: SIGNAL BASE
 JC0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0634
 JC0634  HISTORY     - Date     Condition        Report By
 JC0634  HISTORY     - UNK      MONUMENTED       USGS
 JC0634  HISTORY     - 1935     GOOD             NGS
 JC0634
 JC0634                          STATION DESCRIPTION
 JC0634
 JC0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0634'IN NEW FLORENCE.
 JC0634'AT NEW FLORENCE, MONTGOMERY COUNTY, AT THE FIRST ROAD CROSSING
 JC0634'SOUTHEAST OF THE WABASH RAILWAY STATION, AND ON THE BASE OF A
 JC0634'WARNING SIGNAL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0675 ***********************************************************************
 JC0675  DESIGNATION -  877.2
 JC0675  PID         -  JC0675
 JC0675  STATE/COUNTY-  MO/GASCONADE
 JC0675  USGS QUAD   -  SWISS (1973)
 JC0675
 JC0675                         *CURRENT SURVEY CONTROL
 JC0675  ___________________________________________________________________
 JC0675* NAD 83(1986)-  38 31 16.     (N)    091 27 29.     (W)     SCALED    
 JC0675* NAVD 88     -       267.50   (+/-2cm)     877.6    (feet)  VERTCON   
 JC0675  ___________________________________________________________________
 JC0675  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JC0675
 JC0675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JC0675
 JC0675.The horizontal coordinates were scaled from a topographic map and have
 JC0675.an estimated accuracy of +/- 6 seconds.
 JC0675
 JC0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0675.The vertical order pertains to the NGVD 29 superseded value.
 JC0675
 JC0675.The geoid height was determined by GEOID03.
 JC0675
 JC0675;                    North         East    Units  Estimated Accuracy
 JC0675;SPC MO E     -   298,710.      166,460.      MT  (+/- 180 meters Scaled)
 JC0675
 JC0675                          SUPERSEDED SURVEY CONTROL
 JC0675
 JC0675  NGVD 29 (??/??/92)  267.509  (m)          877.65   (f) ADJ UNCH    2 0
 JC0675
 JC0675.Superseded values are not recommended for survey control.
 JC0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0675.See file dsdata.txt to determine how the superseded data were derived.
 JC0675
 JC0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC344647(NAD 83)
 JC0675_MARKER: N = NAIL
 JC0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0675_SP_SET: OAK TREE
 JC0675_STAMPING: USGS BM
 JC0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0675
 JC0675  HISTORY     - Date     Condition        Report By
 JC0675  HISTORY     - UNK      MONUMENTED       USGS
 JC0675  HISTORY     - 1938     GOOD             NGS
 JC0675
 JC0675                          STATION DESCRIPTION
 JC0675
 JC0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0675'3.2 MI S FROM SWISS.
 JC0675'3.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM SWISS, GASCONADE
 JC0675'COUNTY, OPPOSITE A GRAVEL ROAD LEADING EAST, 20 FEET SOUTHEAST
 JC0675'OF THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTHWEST, 24 FEET
 JC0675'WEST OF THE CENTERLINE OF STATE HIGHWAY 19, AND IN THE EAST
 JC0675'ROOT OF A 30-INCH WHITE-OAK TREE PAINTED B M 877.2.  A UNITED
 JC0675'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER,
 JC0675'STAMPED USGS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0665 ***********************************************************************
 JC0665  DESIGNATION -  879.7
 JC0665  PID         -  JC0665
 JC0665  STATE/COUNTY-  MO/GASCONADE
 JC0665  USGS QUAD   -  SWISS (1973)
 JC0665
 JC0665                         *CURRENT SURVEY CONTROL
 JC0665  ___________________________________________________________________
 JC0665* NAD 83(1986)-  38 34 48.     (N)    091 28 31.     (W)     SCALED    
 JC0665* NAVD 88     -       268.257  (meters)     880.11   (feet)  ADJUSTED  
 JC0665  ___________________________________________________________________
 JC0665  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JC0665  DYNAMIC HT  -         268.079 (meters)     879.52  (feet)  COMP
 JC0665  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 JC0665
 JC0665  VERT ORDER  -  SECOND    CLASS 0
 JC0665
 JC0665.The horizontal coordinates were scaled from a topographic map and have
 JC0665.an estimated accuracy of +/- 6 seconds.
 JC0665
 JC0665.The orthometric height was determined by differential leveling
 JC0665.and adjusted by the National Geodetic Survey in June 1991..
 JC0665
 JC0665.The geoid height was determined by GEOID03.
 JC0665
 JC0665.The dynamic height is computed by dividing the NAVD 88
 JC0665.geopotential number by the normal gravity value computed on the
 JC0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0665.degrees latitude (g = 980.6199 gals.).
 JC0665
 JC0665.The modeled gravity was interpolated from observed gravity values.
 JC0665
 JC0665;                    North         East    Units  Estimated Accuracy
 JC0665;SPC MO E     -   305,260.      165,020.      MT  (+/- 180 meters Scaled)
 JC0665
 JC0665                          SUPERSEDED SURVEY CONTROL
 JC0665
 JC0665  NGVD 29 (??/??/92)  268.273  (m)          880.16   (f) ADJ UNCH    2 0
 JC0665
 JC0665.Superseded values are not recommended for survey control.
 JC0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0665.See file dsdata.txt to determine how the superseded data were derived.
 JC0665
 JC0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC328712(NAD 83)
 JC0665_MARKER: Q = CHISELED SQUARE
 JC0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0665_SP_SET: CULVERT
 JC0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0665
 JC0665  HISTORY     - Date     Condition        Report By
 JC0665  HISTORY     - UNK      MONUMENTED       USGS
 JC0665  HISTORY     - 1938     GOOD             NGS
 JC0665
 JC0665                          STATION DESCRIPTION
 JC0665
 JC0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0665'1.2 MI N FROM SWISS.
 JC0665'1.2 MILES NORTH ALONG STATE HIGHWAY 19 FROM SWISS, GASCONADE
 JC0665'COUNTY, 180 FEET SOUTH OF A FARM ROAD CROSSING, OPPOSITE A
 JC0665'GROUP OF FARM BUILDINGS, MIDWAY BETWEEN TWO POLES, 18 FEET
 JC0665'WEST OF THE CENTERLINE OF THE HIGHWAY, AT A 3-FOOT BOX CULVERT,
 JC0665'AND ON THE TOP OF THE WEST HEADWALL PAINTED BM 879.7.  A CHISELED
 JC0665'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1805 ***********************************************************************
 JD1805  DESIGNATION -  881 MO
 JD1805  PID         -  JD1805
 JD1805  STATE/COUNTY-  MO/JOHNSON
 JD1805  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1805
 JD1805                         *CURRENT SURVEY CONTROL
 JD1805  ___________________________________________________________________
 JD1805* NAD 83(1986)-  38 45 34.     (N)    093 44 16.     (W)     SCALED    
 JD1805* NAVD 88     -       268.415  (meters)     880.62   (feet)  ADJUSTED  
 JD1805  ___________________________________________________________________
 JD1805  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1805  DYNAMIC HT  -         268.233 (meters)     880.03  (feet)  COMP
 JD1805  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 JD1805
 JD1805  VERT ORDER  -  FIRST     CLASS II
 JD1805
 JD1805.The horizontal coordinates were scaled from a topographic map and have
 JD1805.an estimated accuracy of +/- 6 seconds.
 JD1805
 JD1805.The orthometric height was determined by differential leveling
 JD1805.and adjusted by the National Geodetic Survey in June 1991..
 JD1805.WARNING-Repeat measurements at this control monument indicate possible
 JD1805.vertical movement.
 JD1805
 JD1805.The geoid height was determined by GEOID03.
 JD1805
 JD1805.The dynamic height is computed by dividing the NAVD 88
 JD1805.geopotential number by the normal gravity value computed on the
 JD1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1805.degrees latitude (g = 980.6199 gals.).
 JD1805
 JD1805.The modeled gravity was interpolated from observed gravity values.
 JD1805
 JD1805;                    North         East    Units  Estimated Accuracy
 JD1805;SPC MO W     -   288,020.      916,250.      MT  (+/- 180 meters Scaled)
 JD1805
 JD1805                          SUPERSEDED SURVEY CONTROL
 JD1805
 JD1805  NGVD 29 (??/??/92)  268.320  (m)          880.31   (f) ADJ UNCH    1 2
 JD1805
 JD1805.Superseded values are not recommended for survey control.
 JD1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1805.See file dsdata.txt to determine how the superseded data were derived.
 JD1805
 JD1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC358903(NAD 83)
 JD1805_MARKER: P = PIPE CAP
 JD1805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD1805_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD1805_STAMPING: 881 MO
 JD1805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1805
 JD1805  HISTORY     - Date     Condition        Report By
 JD1805  HISTORY     - UNK      MONUMENTED       MOGS
 JD1805  HISTORY     - 1963     GOOD             NGS
 JD1805  HISTORY     - 1963     GOOD             NGS
 JD1805
 JD1805                          STATION DESCRIPTION
 JD1805
 JD1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1805'AT WARRENSBURG.
 JD1805'ABOUT 0.05 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1805'STATION AT WARRENSBURG, THENCE 0.15 MILE SOUTH ALONG WASHINGTON
 JD1805'STREET, THENCE 0.25 MILE EAST ALONG EAST SOUTH STREET, NEAR THE
 JD1805'SOUTH ENTRANCE TO THE OLD DOCKERY GYMNASIUM, 12.5 FEET EAST
 JD1805'OF THE CENTERLINE OF THE SOUTH ENTRANCE TO THE GYMNASIUM, 9.6
 JD1805'FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, 2.5 FEET SOUTH OF
 JD1805'THE SOUTH SIDE OF THE BUILDING, A CAP ON THE TOP OF AN IRON
 JD1805'PIPE THAT PROJECTS 0.4 FOOT.
 JD1805
 JD1805                          STATION RECOVERY (1963)
 JD1805
 JD1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0426 ***********************************************************************
 KE0426  DESIGNATION -  885
 KE0426  PID         -  KE0426
 KE0426  STATE/COUNTY-  MO/CLINTON
 KE0426  USGS QUAD   -  GOWER (1978)
 KE0426
 KE0426                         *CURRENT SURVEY CONTROL
 KE0426  ___________________________________________________________________
 KE0426* NAD 83(1986)-  39 35 43.     (N)    094 33 32.     (W)     SCALED    
 KE0426* NAVD 88     -       270.550  (meters)     887.63   (feet)  ADJUSTED  
 KE0426  ___________________________________________________________________
 KE0426  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE0426  DYNAMIC HT  -         270.387 (meters)     887.09  (feet)  COMP
 KE0426  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 KE0426
 KE0426  VERT ORDER  -  SECOND    CLASS 0
 KE0426
 KE0426.The horizontal coordinates were scaled from a topographic map and have
 KE0426.an estimated accuracy of +/- 6 seconds.
 KE0426
 KE0426.The orthometric height was determined by differential leveling
 KE0426.and adjusted by the National Geodetic Survey in June 1991..
 KE0426
 KE0426.The geoid height was determined by GEOID03.
 KE0426
 KE0426.The dynamic height is computed by dividing the NAVD 88
 KE0426.geopotential number by the normal gravity value computed on the
 KE0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0426.degrees latitude (g = 980.6199 gals.).
 KE0426
 KE0426.The modeled gravity was interpolated from observed gravity values.
 KE0426
 KE0426;                    North         East    Units  Estimated Accuracy
 KE0426;SPC MO W     -   380,540.      844,940.      MT  (+/- 180 meters Scaled)
 KE0426
 KE0426                          SUPERSEDED SURVEY CONTROL
 KE0426
 KE0426  NGVD 29 (??/??/92)  270.455  (m)          887.32   (f) ADJ UNCH    2 0
 KE0426
 KE0426.Superseded values are not recommended for survey control.
 KE0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0426.See file dsdata.txt to determine how the superseded data were derived.
 KE0426
 KE0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD661839(NAD 83)
 KE0426_MARKER: DD = SURVEY DISK
 KE0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0426+STABILITY: SURFACE MOTION
 KE0426
 KE0426  HISTORY     - Date     Condition        Report By
 KE0426  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0426  HISTORY     - 1959     GOOD             NGS
 KE0426  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 KE0426
 KE0426                          STATION DESCRIPTION
 KE0426
 KE0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0426'2.6 MI SE FROM GOWER.
 KE0426'2.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0426'RAILWAY FROM THE STATION AT GOWER, 10 POLE WEST OF MILEPOST
 KE0426'50, AT A ROAD CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF THE
 KE0426'TRACK, 18 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.5 FEET
 KE0426'NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1-1/2 FEET
 KE0426'LOWER THAN THE RAIL.
 KE0426
 KE0426                          STATION RECOVERY (2006)
 KE0426
 KE0426'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0426'THE ATSF RAILWAY TRACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0671 ***********************************************************************
 JC0671  DESIGNATION -  887.2
 JC0671  PID         -  JC0671
 JC0671  STATE/COUNTY-  MO/GASCONADE
 JC0671  USGS QUAD   -  SWISS (1973)
 JC0671
 JC0671                         *CURRENT SURVEY CONTROL
 JC0671  ___________________________________________________________________
 JC0671* NAD 83(1986)-  38 32 12.     (N)    091 28 14.     (W)     SCALED    
 JC0671* NAVD 88     -       270.54   (+/-2cm)     887.6    (feet)  VERTCON   
 JC0671  ___________________________________________________________________
 JC0671  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JC0671
 JC0671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JC0671
 JC0671.The horizontal coordinates were scaled from a topographic map and have
 JC0671.an estimated accuracy of +/- 6 seconds.
 JC0671
 JC0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0671.The vertical order pertains to the NGVD 29 superseded value.
 JC0671
 JC0671.The geoid height was determined by GEOID03.
 JC0671
 JC0671;                    North         East    Units  Estimated Accuracy
 JC0671;SPC MO E     -   300,450.      165,380.      MT  (+/- 180 meters Scaled)
 JC0671
 JC0671                          SUPERSEDED SURVEY CONTROL
 JC0671
 JC0671  NGVD 29 (??/??/92)  270.548  (m)          887.62   (f) ADJ UNCH    2 0
 JC0671
 JC0671.Superseded values are not recommended for survey control.
 JC0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0671.See file dsdata.txt to determine how the superseded data were derived.
 JC0671
 JC0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC333664(NAD 83)
 JC0671_MARKER: Q = CHISELED SQUARE
 JC0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0671_SP_SET: CULVERT
 JC0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0671
 JC0671  HISTORY     - Date     Condition        Report By
 JC0671  HISTORY     - UNK      MONUMENTED       USGS
 JC0671  HISTORY     - 1938     GOOD             NGS
 JC0671
 JC0671                          STATION DESCRIPTION
 JC0671
 JC0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0671'1.8 MI S FROM SWISS.
 JC0671'1.8 MILES SOUTH ALONG STATE HIGHWAY 19 FROM SWISS, GASCONADE
 JC0671'COUNTY, AT THE CROSSING OF A DIRT ROAD LEADING TO BAY, AND ON
 JC0671'THE TOP OF THE SOUTH CONCRETE BOX CULVERT PAINTED BM 887.2.  A
 JC0671'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0747 ***********************************************************************
 JC0747  DESIGNATION -  890
 JC0747  PID         -  JC0747
 JC0747  STATE/COUNTY-  MO/GASCONADE
 JC0747  USGS QUAD   -  ROSEBUD (1980)
 JC0747
 JC0747                         *CURRENT SURVEY CONTROL
 JC0747  ___________________________________________________________________
 JC0747* NAD 83(1986)-  38 23 13.     (N)    091 24 00.     (W)     SCALED    
 JC0747* NAVD 88     -       271.493  (meters)     890.72   (feet)  ADJUSTED  
 JC0747  ___________________________________________________________________
 JC0747  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JC0747  DYNAMIC HT  -         271.310 (meters)     890.12  (feet)  COMP
 JC0747  MODELED GRAV-     979,949.0   (mgal)                       NAVD 88
 JC0747
 JC0747  VERT ORDER  -  SECOND    CLASS 0
 JC0747
 JC0747.The horizontal coordinates were scaled from a topographic map and have
 JC0747.an estimated accuracy of +/- 6 seconds.
 JC0747
 JC0747.The orthometric height was determined by differential leveling
 JC0747.and adjusted by the National Geodetic Survey in June 1991..
 JC0747
 JC0747.The geoid height was determined by GEOID03.
 JC0747
 JC0747.The dynamic height is computed by dividing the NAVD 88
 JC0747.geopotential number by the normal gravity value computed on the
 JC0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0747.degrees latitude (g = 980.6199 gals.).
 JC0747
 JC0747.The modeled gravity was interpolated from observed gravity values.
 JC0747
 JC0747;                    North         East    Units  Estimated Accuracy
 JC0747;SPC MO E     -   283,760.      171,370.      MT  (+/- 180 meters Scaled)
 JC0747
 JC0747                          SUPERSEDED SURVEY CONTROL
 JC0747
 JC0747  NGVD 29 (??/??/92)  271.499  (m)          890.74   (f) ADJ UNCH    2 0
 JC0747
 JC0747.Superseded values are not recommended for survey control.
 JC0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0747.See file dsdata.txt to determine how the superseded data were derived.
 JC0747
 JC0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC397499(NAD 83)
 JC0747_MARKER: DD = SURVEY DISK
 JC0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0747_STAMPING: 928 C 1934
 JC0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0747+STABILITY: SURFACE MOTION
 JC0747
 JC0747  HISTORY     - Date     Condition        Report By
 JC0747  HISTORY     - 1934     MONUMENTED       USGS
 JC0747  HISTORY     - 1940     GOOD             NGS
 JC0747
 JC0747                          STATION DESCRIPTION
 JC0747
 JC0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0747'AT ROSEBUD.
 JC0747'AT ROSEBUD, GASCONADE COUNTY, ON U.S. HIGHWAY 50, AT THE
 JC0747'SOUTHEAST QUADRANT OF THE CROSSING OF COUNTY ROAD T, ABOUT
 JC0747'8 YARDS WEST OF THE ROAD, AND 27 FEET SOUTH OF THE CENTER LINE
 JC0747'OF THE HIGHWAY.  A UNITES STATES GEOLOGICAL SURVEY STANDARD
 JC0747'DISK, STAMPD 928 C 1934 AND SET IN THE TOP OF A CONCRETE POST
 JC0747'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0873 ***********************************************************************
 JC0873  DESIGNATION -  890.9
 JC0873  PID         -  JC0873
 JC0873  STATE/COUNTY-  MO/PHELPS
 JC0873  USGS QUAD   -  VICHY (1980)
 JC0873
 JC0873                         *CURRENT SURVEY CONTROL
 JC0873  ___________________________________________________________________
 JC0873* NAD 83(1986)-  38 01 39.     (N)    091 46 10.     (W)     SCALED    
 JC0873* NAVD 88     -       271.876  (meters)     891.98   (feet)  ADJUSTED  
 JC0873  ___________________________________________________________________
 JC0873  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JC0873  DYNAMIC HT  -         271.677 (meters)     891.33  (feet)  COMP
 JC0873  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 JC0873
 JC0873  VERT ORDER  -  FIRST     CLASS II
 JC0873
 JC0873.The horizontal coordinates were scaled from a topographic map and have
 JC0873.an estimated accuracy of +/- 6 seconds.
 JC0873
 JC0873.The orthometric height was determined by differential leveling
 JC0873.and adjusted by the National Geodetic Survey in June 1991..
 JC0873
 JC0873.The geoid height was determined by GEOID03.
 JC0873
 JC0873.The dynamic height is computed by dividing the NAVD 88
 JC0873.geopotential number by the normal gravity value computed on the
 JC0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0873.degrees latitude (g = 980.6199 gals.).
 JC0873
 JC0873.The modeled gravity was interpolated from observed gravity values.
 JC0873
 JC0873;                    North         East    Units  Estimated Accuracy
 JC0873;SPC MO C     -   243,740.      564,140.      MT  (+/- 180 meters Scaled)
 JC0873
 JC0873                          SUPERSEDED SURVEY CONTROL
 JC0873
 JC0873  NGVD 29 (??/??/92)  271.84   (m)          891.9    (f) COMPUTED    1 2
 JC0873
 JC0873.Superseded values are not recommended for survey control.
 JC0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0873.See file dsdata.txt to determine how the superseded data were derived.
 JC0873
 JC0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC080095(NAD 83)
 JC0873_MARKER: Q = CHISELED SQUARE
 JC0873_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0873_SP_SET: BRIDGE
 JC0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0873
 JC0873  HISTORY     - Date     Condition        Report By
 JC0873  HISTORY     - UNK      MONUMENTED       USGS
 JC0873  HISTORY     - 1934     GOOD             NGS
 JC0873  HISTORY     - 1950     MARK NOT FOUND   USGS
 JC0873  HISTORY     - 19840419 MARK NOT FOUND   USPSQD
 JC0873
 JC0873                          STATION DESCRIPTION
 JC0873
 JC0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0873'5.8 MI S FROM VICHY.
 JC0873'IN PHELPS COUNTY, 5.8 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE
 JC0873'POST OFFICE AT VICHY, MARIES COUNTY, AT BRIDGE H 354, AND ON THE
 JC0873'TOP OF THE NORTH END OF THE EAST CONCRETE GUARDRAIL.  A CHISELED
 JC0873'SQUARE MARKED USBM 890.9.  NOTE-- IT WAS REPORTED AT THAT TIME
 JC0873'THAT THE GUARDRAILS LOOKS AS IF THEY MIGHT BE NEW CONCRETE.
 JC0873
 JC0873                          STATION RECOVERY (1950)
 JC0873
 JC0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 JC0873'MARK NOT FOUND.
 JC0873
 JC0873                          STATION RECOVERY (1984)
 JC0873
 JC0873'RECOVERY NOTE BY US POWER SQUADRON 1984 (CRB)
 JC0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0477 ***********************************************************************
 HC0477  DESIGNATION -  892
 HC0477  PID         -  HC0477
 HC0477  STATE/COUNTY-  MO/CRAWFORD
 HC0477  USGS QUAD   -  INDIAN SPRINGS (1985)
 HC0477
 HC0477                         *CURRENT SURVEY CONTROL
 HC0477  ___________________________________________________________________
 HC0477* NAD 83(1986)-  37 52 30.     (N)    091 23 15.     (W)     SCALED    
 HC0477* NAVD 88     -       271.930  (meters)     892.16   (feet)  ADJUSTED  
 HC0477  ___________________________________________________________________
 HC0477  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HC0477  DYNAMIC HT  -         271.724 (meters)     891.48  (feet)  COMP
 HC0477  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 HC0477
 HC0477  VERT ORDER  -  SECOND    CLASS 0
 HC0477
 HC0477.The horizontal coordinates were scaled from a topographic map and have
 HC0477.an estimated accuracy of +/- 6 seconds.
 HC0477
 HC0477.The orthometric height was determined by differential leveling
 HC0477.and adjusted by the National Geodetic Survey in June 1991..
 HC0477
 HC0477.The geoid height was determined by GEOID03.
 HC0477
 HC0477.The dynamic height is computed by dividing the NAVD 88
 HC0477.geopotential number by the normal gravity value computed on the
 HC0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0477.degrees latitude (g = 980.6199 gals.).
 HC0477
 HC0477.The modeled gravity was interpolated from observed gravity values.
 HC0477
 HC0477;                    North         East    Units  Estimated Accuracy
 HC0477;SPC MO E     -   226,930.      171,920.      MT  (+/- 180 meters Scaled)
 HC0477
 HC0477                          SUPERSEDED SURVEY CONTROL
 HC0477
 HC0477  NGVD 29 (??/??/92)  271.89   (m)          892.0    (f) COMPUTED    2 0
 HC0477
 HC0477.Superseded values are not recommended for survey control.
 HC0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0477.See file dsdata.txt to determine how the superseded data were derived.
 HC0477
 HC0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB418931(NAD 83)
 HC0477_MARKER: P = PIPE CAP
 HC0477_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0477_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0477_STAMPING: 892
 HC0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0477
 HC0477  HISTORY     - Date     Condition        Report By
 HC0477  HISTORY     - UNK      MONUMENTED       USGS
 HC0477  HISTORY     - 1934     GOOD             NGS
 HC0477
 HC0477                          STATION DESCRIPTION
 HC0477
 HC0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0477'4.4 MI NE FROM WESCO.
 HC0477'4.4 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HC0477'FROM THE STATION AT WESCO, CRAWFORD COUNTY, 159 FEET SOUTHWEST
 HC0477'OF THE STATION SIGNBOARD AT KEYSVILLE, 51 FEET SOUTHEAST OF THE
 HC0477'CENTERLINE OF A CROSS ROAD, 38 FEET SOUTH OF THE CENTERLINE OF THE
 HC0477'TRACK, 1.6 FEET NORTH OF THE FENCE AROUND J.A. HATCHERS HOUSE,
 HC0477'AND 11 FEET NORTHWEST OF THE NORTHEAST FENCE CORNER.  A UNITED
 HC0477'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 892 AND RIVETED ON
 HC0477'THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0483 ***********************************************************************
 HC0483  DESIGNATION -  892
 HC0483  PID         -  HC0483
 HC0483  STATE/COUNTY-  MO/CRAWFORD
 HC0483  USGS QUAD   -  COOK STATION (1978)
 HC0483
 HC0483                         *CURRENT SURVEY CONTROL
 HC0483  ___________________________________________________________________
 HC0483* NAD 83(1986)-  37 48 43.     (N)    091 26 15.     (W)     SCALED    
 HC0483* NAVD 88     -       272.026  (meters)     892.47   (feet)  ADJUSTED  
 HC0483  ___________________________________________________________________
 HC0483  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HC0483  DYNAMIC HT  -         271.822 (meters)     891.80  (feet)  COMP
 HC0483  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 HC0483
 HC0483  VERT ORDER  -  SECOND    CLASS 0
 HC0483
 HC0483.The horizontal coordinates were scaled from a topographic map and have
 HC0483.an estimated accuracy of +/- 6 seconds.
 HC0483
 HC0483.The orthometric height was determined by differential leveling
 HC0483.and adjusted by the National Geodetic Survey in June 1991..
 HC0483
 HC0483.The geoid height was determined by GEOID03.
 HC0483
 HC0483.The dynamic height is computed by dividing the NAVD 88
 HC0483.geopotential number by the normal gravity value computed on the
 HC0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0483.degrees latitude (g = 980.6199 gals.).
 HC0483
 HC0483.The modeled gravity was interpolated from observed gravity values.
 HC0483
 HC0483;                    North         East    Units  Estimated Accuracy
 HC0483;SPC MO E     -   219,980.      167,450.      MT  (+/- 180 meters Scaled)
 HC0483
 HC0483                          SUPERSEDED SURVEY CONTROL
 HC0483
 HC0483  NGVD 29 (??/??/92)  271.97   (m)          892.3    (f) COMPUTED    2 0
 HC0483
 HC0483.Superseded values are not recommended for survey control.
 HC0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0483.See file dsdata.txt to determine how the superseded data were derived.
 HC0483
 HC0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB375861(NAD 83)
 HC0483_MARKER: P = PIPE CAP
 HC0483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0483_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0483_STAMPING: 892 MO
 HC0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0483
 HC0483  HISTORY     - Date     Condition        Report By
 HC0483  HISTORY     - UNK      MONUMENTED       USGS
 HC0483  HISTORY     - 1934     GOOD             NGS
 HC0483
 HC0483                          STATION DESCRIPTION
 HC0483
 HC0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0483'AT COOK STATION.
 HC0483'AT COOK STATION, CRAWFORD COUNTY, 78 FEET SOUTH OF THE SOUTH END
 HC0483'OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 42 FEET SOUTHWEST
 HC0483'OF THE NORTH SWITCH, 35 FEET WEST OF CENTERLINE OF THE MAIN TRACK,
 HC0483'AND 6 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE FENCE AROUND
 HC0483'W.H. CARRS HOUSE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 HC0483'STAMPED 892 MO. AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0663 ***********************************************************************
 JD0663  DESIGNATION -  895
 JD0663  PID         -  JD0663
 JD0663  STATE/COUNTY-  MO/PETTIS
 JD0663  USGS QUAD   -  SEDALIA EAST (1973)
 JD0663
 JD0663                         *CURRENT SURVEY CONTROL
 JD0663  ___________________________________________________________________
 JD0663* NAD 83(1986)-  38 42 09.     (N)    093 11 25.     (W)     SCALED    
 JD0663* NAVD 88     -       272.993  (meters)     895.64   (feet)  ADJUSTED  
 JD0663  ___________________________________________________________________
 JD0663  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0663  DYNAMIC HT  -         272.807 (meters)     895.03  (feet)  COMP
 JD0663  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 JD0663
 JD0663  VERT ORDER  -  FIRST     CLASS II
 JD0663
 JD0663.The horizontal coordinates were scaled from a topographic map and have
 JD0663.an estimated accuracy of +/- 6 seconds.
 JD0663
 JD0663.The orthometric height was determined by differential leveling
 JD0663.and adjusted by the National Geodetic Survey in June 1991..
 JD0663
 JD0663.The geoid height was determined by GEOID03.
 JD0663
 JD0663.The dynamic height is computed by dividing the NAVD 88
 JD0663.geopotential number by the normal gravity value computed on the
 JD0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0663.degrees latitude (g = 980.6199 gals.).
 JD0663
 JD0663.The modeled gravity was interpolated from observed gravity values.
 JD0663
 JD0663;                    North         East    Units  Estimated Accuracy
 JD0663;SPC MO C     -   318,630.      439,960.      MT  (+/- 180 meters Scaled)
 JD0663
 JD0663                          SUPERSEDED SURVEY CONTROL
 JD0663
 JD0663  NGVD 29 (??/??/92)  272.895  (m)          895.32   (f) ADJ UNCH    1 2
 JD0663
 JD0663.Superseded values are not recommended for survey control.
 JD0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0663.See file dsdata.txt to determine how the superseded data were derived.
 JD0663
 JD0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC834837(NAD 83)
 JD0663_MARKER: DB = BENCH MARK DISK
 JD0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0663_STAMPING: 1541 CWA 895 1934
 JD0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0663+STABILITY: SURFACE MOTION
 JD0663
 JD0663  HISTORY     - Date     Condition        Report By
 JD0663  HISTORY     - 1934     MONUMENTED       CGS
 JD0663  HISTORY     - 1963     GOOD             NGS
 JD0663
 JD0663                          STATION DESCRIPTION
 JD0663
 JD0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0663'2.2 MI E FROM SEDALIA.
 JD0663'ABOUT 2.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0663'THE STATION AT SEDALIA, 2 POLES WEST OF MILEPOLE 186-30, 80
 JD0663'FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 55.3 FEET
 JD0663'NORTHEAST OF THE NORTHEAST RAIL, 25.2 FEET WEST OF THE CENTERLINE
 JD0663'OF THE ROAD, 26.7 FEET EAST OF THE SECOND POLE WEST OF THE
 JD0663'MILEPOLE, 20.5 FEET SOUTH OF A POWER POLE, 1.0 FOOT EAST OF
 JD0663'A WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 JD0663'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0202 ***********************************************************************
 JD0202  DESIGNATION -  895.5
 JD0202  PID         -  JD0202
 JD0202  STATE/COUNTY-  MO/CAMDEN
 JD0202  USGS QUAD   -  CAMDENTON (1983)
 JD0202
 JD0202                         *CURRENT SURVEY CONTROL
 JD0202  ___________________________________________________________________
 JD0202* NAD 83(1986)-  38 05 13.     (N)    092 41 27.     (W)     SCALED    
 JD0202* NAVD 88     -       273.041  (meters)     895.80   (feet)  ADJUSTED  
 JD0202  ___________________________________________________________________
 JD0202  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JD0202  DYNAMIC HT  -         272.844 (meters)     895.16  (feet)  COMP
 JD0202  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 JD0202
 JD0202  VERT ORDER  -  SECOND    CLASS 0
 JD0202
 JD0202.The horizontal coordinates were scaled from a topographic map and have
 JD0202.an estimated accuracy of +/- 6 seconds.
 JD0202
 JD0202.The orthometric height was determined by differential leveling
 JD0202.and adjusted by the National Geodetic Survey in June 1991..
 JD0202
 JD0202.The geoid height was determined by GEOID03.
 JD0202
 JD0202.The dynamic height is computed by dividing the NAVD 88
 JD0202.geopotential number by the normal gravity value computed on the
 JD0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0202.degrees latitude (g = 980.6199 gals.).
 JD0202
 JD0202.The modeled gravity was interpolated from observed gravity values.
 JD0202
 JD0202;                    North         East    Units  Estimated Accuracy
 JD0202;SPC MO C     -   250,100.      483,260.      MT  (+/- 180 meters Scaled)
 JD0202
 JD0202                          SUPERSEDED SURVEY CONTROL
 JD0202
 JD0202  NGVD 29 (??/??/92)  272.957  (m)          895.53   (f) ADJ UNCH    2 0
 JD0202
 JD0202.Superseded values are not recommended for survey control.
 JD0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0202.See file dsdata.txt to determine how the superseded data were derived.
 JD0202
 JD0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC271155(NAD 83)
 JD0202_MARKER: N = NAIL
 JD0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0202_SP_SET: OAK TREE
 JD0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0202
 JD0202  HISTORY     - Date     Condition        Report By
 JD0202  HISTORY     - UNK      MONUMENTED       USGS
 JD0202  HISTORY     - 1934     GOOD             NGS
 JD0202
 JD0202                          STATION DESCRIPTION
 JD0202
 JD0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0202'1.9 MI SW FROM DAMSEL.
 JD0202'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 54 FROM DAMSEL, 140 FEET
 JD0202'NORTH OF A GENERAL STORE, ON THE WEST SIDE OF THE HIGHWAY,
 JD0202'AT A 20-INCH OAK TREE, AND IN A ROOT.  A UNITED STATES GEOLOGICAL
 JD0202'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0944 ***********************************************************************
 JC0944  DESIGNATION -  896.1
 JC0944  PID         -  JC0944
 JC0944  STATE/COUNTY-  MO/OSAGE
 JC0944  USGS QUAD   -  FREEBURG (1981)
 JC0944
 JC0944                         *CURRENT SURVEY CONTROL
 JC0944  ___________________________________________________________________
 JC0944* NAD 83(1986)-  38 20 24.     (N)    091 54 40.     (W)     SCALED    
 JC0944* NAVD 88     -       273.272  (meters)     896.56   (feet)  ADJUSTED  
 JC0944  ___________________________________________________________________
 JC0944  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JC0944  DYNAMIC HT  -         273.081 (meters)     895.93  (feet)  COMP
 JC0944  MODELED GRAV-     979,924.2   (mgal)                       NAVD 88
 JC0944
 JC0944  VERT ORDER  -  FIRST     CLASS II
 JC0944
 JC0944.The horizontal coordinates were scaled from a topographic map and have
 JC0944.an estimated accuracy of +/- 6 seconds.
 JC0944
 JC0944.The orthometric height was determined by differential leveling
 JC0944.and adjusted by the National Geodetic Survey in June 1991..
 JC0944
 JC0944.The geoid height was determined by GEOID03.
 JC0944
 JC0944.The dynamic height is computed by dividing the NAVD 88
 JC0944.geopotential number by the normal gravity value computed on the
 JC0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0944.degrees latitude (g = 980.6199 gals.).
 JC0944
 JC0944.The modeled gravity was interpolated from observed gravity values.
 JC0944
 JC0944;                    North         East    Units  Estimated Accuracy
 JC0944;SPC MO C     -   278,330.      551,480.      MT  (+/- 180 meters Scaled)
 JC0944
 JC0944                          SUPERSEDED SURVEY CONTROL
 JC0944
 JC0944  NGVD 29 (??/??/92)  273.247  (m)          896.48   (f) ADJ UNCH    1 2
 JC0944
 JC0944.Superseded values are not recommended for survey control.
 JC0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0944.See file dsdata.txt to determine how the superseded data were derived.
 JC0944
 JC0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC951441(NAD 83)
 JC0944_MARKER: Q = CHISELED SQUARE
 JC0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0944_SP_SET: CULVERT
 JC0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0944
 JC0944  HISTORY     - Date     Condition        Report By
 JC0944  HISTORY     - UNK      MONUMENTED       USGS
 JC0944  HISTORY     - 1934     GOOD             NGS
 JC0944
 JC0944                          STATION DESCRIPTION
 JC0944
 JC0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0944'2 MI N FROM FREEBURG.
 JC0944'2.0 MILES NORTH ALONG U.S. HIGHWAY 63 FROM FREEBURG, OSAGE COUNTY,
 JC0944'315 FEET SOUTH OF THE CROSSING OF THE SOUTH ROW OF POLES OF A
 JC0944'POWER-TRANSMISSION LINE, AT THE JUNCTION OF A ROAD LEADING
 JC0944'SOUTHEAST, 95 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 10 FEET
 JC0944'EAST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET SOUTH OF A STOP
 JC0944'SIGN, AT AN 18-INCH CONCRETE CULVERT, AND ON THE TOP OF THE EAST
 JC0944'END.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0215 ***********************************************************************
 JD0215  DESIGNATION -  898.7
 JD0215  PID         -  JD0215
 JD0215  STATE/COUNTY-  MO/CAMDEN
 JD0215  USGS QUAD   -  BAGNELL (1983)
 JD0215
 JD0215                         *CURRENT SURVEY CONTROL
 JD0215  ___________________________________________________________________
 JD0215* NAD 83(1986)-  38 09 25.     (N)    092 36 17.     (W)     SCALED    
 JD0215* NAVD 88     -       273.996  (meters)     898.94   (feet)  ADJUSTED  
 JD0215  ___________________________________________________________________
 JD0215  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JD0215  DYNAMIC HT  -         273.800 (meters)     898.29  (feet)  COMP
 JD0215  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 JD0215
 JD0215  VERT ORDER  -  SECOND    CLASS 0
 JD0215
 JD0215.The horizontal coordinates were scaled from a topographic map and have
 JD0215.an estimated accuracy of +/- 6 seconds.
 JD0215
 JD0215.The orthometric height was determined by differential leveling
 JD0215.and adjusted by the National Geodetic Survey in June 1991..
 JD0215
 JD0215.The geoid height was determined by GEOID03.
 JD0215
 JD0215.The dynamic height is computed by dividing the NAVD 88
 JD0215.geopotential number by the normal gravity value computed on the
 JD0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0215.degrees latitude (g = 980.6199 gals.).
 JD0215
 JD0215.The modeled gravity was interpolated from observed gravity values.
 JD0215
 JD0215;                    North         East    Units  Estimated Accuracy
 JD0215;SPC MO C     -   257,860.      490,820.      MT  (+/- 180 meters Scaled)
 JD0215
 JD0215                          SUPERSEDED SURVEY CONTROL
 JD0215
 JD0215  NGVD 29 (??/??/92)  273.922  (m)          898.69   (f) ADJ UNCH    2 0
 JD0215
 JD0215.Superseded values are not recommended for survey control.
 JD0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0215.See file dsdata.txt to determine how the superseded data were derived.
 JD0215
 JD0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC346233(NAD 83)
 JD0215_MARKER: Q = CHISELED SQUARE
 JD0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0215_SP_SET: CULVERT
 JD0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0215
 JD0215  HISTORY     - Date     Condition        Report By
 JD0215  HISTORY     - UNK      MONUMENTED       USGS
 JD0215  HISTORY     - 1934     GOOD             NGS
 JD0215
 JD0215                          STATION DESCRIPTION
 JD0215
 JD0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0215'1.8 MI NE FROM ZEBRA.
 JD0215'1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM ZEBRA, 100 FEET
 JD0215'NORTHEAST OF A ROAD INTERSECTION, AT A CONCRETE CULVERT AND ON
 JD0215'THE TOP OF A CONCRETE SECTION, AT A CONCRETE CULVERT, AND ON
 JD0215'THE TOP OF A CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0340 ***********************************************************************
 KE0340  DESIGNATION -  9
 KE0340  PID         -  KE0340
 KE0340  STATE/COUNTY-  MO/BUCHANAN
 KE0340  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0340
 KE0340                         *CURRENT SURVEY CONTROL
 KE0340  ___________________________________________________________________
 KE0340* NAD 83(1986)-  39 43 37.     (N)    094 51 44.     (W)     SCALED    
 KE0340* NAVD 88     -       249.738  (meters)     819.35   (feet)  ADJUSTED  
 KE0340  ___________________________________________________________________
 KE0340  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KE0340  DYNAMIC HT  -         249.591 (meters)     818.87  (feet)  COMP
 KE0340  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 KE0340
 KE0340  VERT ORDER  -  FIRST     CLASS II
 KE0340
 KE0340.The horizontal coordinates were scaled from a topographic map and have
 KE0340.an estimated accuracy of +/- 6 seconds.
 KE0340
 KE0340.The orthometric height was determined by differential leveling
 KE0340.and adjusted by the National Geodetic Survey in June 1991..
 KE0340
 KE0340.The geoid height was determined by GEOID03.
 KE0340
 KE0340.The dynamic height is computed by dividing the NAVD 88
 KE0340.geopotential number by the normal gravity value computed on the
 KE0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0340.degrees latitude (g = 980.6199 gals.).
 KE0340
 KE0340.The modeled gravity was interpolated from observed gravity values.
 KE0340
 KE0340;                    North         East    Units  Estimated Accuracy
 KE0340;SPC MO W     -   395,220.      818,950.      MT  (+/- 180 meters Scaled)
 KE0340
 KE0340                          SUPERSEDED SURVEY CONTROL
 KE0340
 KE0340  NGVD 29 (??/??/92)  249.640  (m)          819.03   (f) ADJ UNCH    1 2
 KE0340
 KE0340.Superseded values are not recommended for survey control.
 KE0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0340.See file dsdata.txt to determine how the superseded data were derived.
 KE0340
 KE0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD404991(NAD 83)
 KE0340_MARKER: DB = BENCH MARK DISK
 KE0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0340_STAMPING: 9
 KE0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0340+STABILITY: SURFACE MOTION
 KE0340
 KE0340  HISTORY     - Date     Condition        Report By
 KE0340  HISTORY     - UNK      MONUMENTED       MO7070
 KE0340  HISTORY     - 1948     GOOD             NGS
 KE0340  HISTORY     - 1958     GOOD             NGS
 KE0340  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0340
 KE0340                          STATION DESCRIPTION
 KE0340
 KE0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0340'AT ST JOSEPH.
 KE0340'AT ST. JOSEPH, IN THE SOUTHERN SECTION OF THE CITY THAT IS
 KE0340'LOCALLY KNOWN AS SOUTH ST. JOSEPH, AT THE T INTERSECTION OF
 KE0340'EXCHANGE AVE. AND COFFEE STREET (ABANDONED), 330.0 FEET SOUTH
 KE0340'OF THE CENTER LINE OF BEAVER STREET, 21.3 FEET NORTHEAST OF
 KE0340'A TELEPHONE POLE, 16.2 FEET NORTHWEST OF THE NORTH CORNER OF
 KE0340'THE MOST NORTHEASTERLY USABLE CONCRETE FOUNDATION OF WATER TOWER
 KE0340'NO. 147, 14.2 FEET EAST OF THE EAST CURB OF EXCHANGE AVE.,
 KE0340'1.8 FEET SOUTH OF THE SOUTH CURB OF COFFEE STREET, 1.4 FEET
 KE0340'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KE0340'POST 0.2 FOOT BELOW GROUND LEVEL.  012 MILE NORTH OF WHERE
 KE0340'MISSOURI AVE. CROSSES THE CHICAGO, BURLINGTON AND QUINCY AND
 KE0340'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD TRACKS AND ALONG
 KE0340'THE WEST SIDE OF TRACKS.  THE MARK IS SET IN THE TOP OF A CONCRETE
 KE0340'POST AND IS ABOUT 12 INCHES BELOW GROUND LEVEL.
 KE0340
 KE0340                          STATION RECOVERY (1958)
 KE0340
 KE0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0340'RECOVERED IN GOOD CONDITION.
 KE0340
 KE0340                          STATION RECOVERY (1989)
 KE0340
 KE0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0560 ***********************************************************************
 LD0560  DESIGNATION -  9
 LD0560  PID         -  LD0560
 LD0560  STATE/COUNTY-  MO/LEWIS
 LD0560  USGS QUAD   -  CANTON (1975)
 LD0560
 LD0560                         *CURRENT SURVEY CONTROL
 LD0560  ___________________________________________________________________
 LD0560* NAD 83(1986)-  40 07 45.     (N)    091 31 18.     (W)     SCALED    
 LD0560* NAVD 88     -       150.319  (meters)     493.17   (feet)  ADJUSTED  
 LD0560  ___________________________________________________________________
 LD0560  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LD0560  DYNAMIC HT  -         150.242 (meters)     492.92  (feet)  COMP
 LD0560  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 LD0560
 LD0560  VERT ORDER  -  FIRST     CLASS II
 LD0560
 LD0560.The horizontal coordinates were scaled from a topographic map and have
 LD0560.an estimated accuracy of +/- 6 seconds.
 LD0560
 LD0560.The orthometric height was determined by differential leveling
 LD0560.and adjusted by the National Geodetic Survey in June 1991..
 LD0560
 LD0560.The geoid height was determined by GEOID03.
 LD0560
 LD0560.The dynamic height is computed by dividing the NAVD 88
 LD0560.geopotential number by the normal gravity value computed on the
 LD0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0560.degrees latitude (g = 980.6199 gals.).
 LD0560
 LD0560.The modeled gravity was interpolated from observed gravity values.
 LD0560
 LD0560;                    North         East    Units  Estimated Accuracy
 LD0560;SPC MO E     -   477,290.      162,930.      MT  (+/- 180 meters Scaled)
 LD0560
 LD0560                          SUPERSEDED SURVEY CONTROL
 LD0560
 LD0560  NGVD 29 (??/??/92)  150.385  (m)          493.39   (f) ADJ UNCH    1 2
 LD0560
 LD0560.Superseded values are not recommended for survey control.
 LD0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0560.See file dsdata.txt to determine how the superseded data were derived.
 LD0560
 LD0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE259431(NAD 83)
 LD0560_MARKER: B = BOLT
 LD0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0560_SP_SET: BUILDING
 LD0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0560
 LD0560  HISTORY     - Date     Condition        Report By
 LD0560  HISTORY     - UNK      MONUMENTED       DOD
 LD0560  HISTORY     - 1880     GOOD             DOD
 LD0560  HISTORY     - 20040503 MARK NOT FOUND   AERSVC
 LD0560
 LD0560                          STATION DESCRIPTION
 LD0560
 LD0560'DESCRIBED BY US DEPARTMENT OF DEFENSE 1880
 LD0560'AT CANTON.
 LD0560'AT CANTON, LEWIS COUNTY, AT THE NORTHWEST CORNER OF THE INTERSECTION
 LD0560'OF WASHINGTON AND SIXTH STREETS, AT THE GERMAN METHODIST EPISCOPAL
 LD0560'CHURCH, IN THE WALL JUST EAST OF THE NORTH BASEMENT ENTRANCE,
 LD0560'IN THE SECOND STONE FROM THE NORTH CORNER, AND 1-1/2 FEET ABOVE
 LD0560'THE GROUND.  A COPPER BOLT, LEADED HORIZONTALLY INTO THE WALL
 LD0560'BENEATH THE LETTERS U.S.
 LD0560
 LD0560                          STATION RECOVERY (2004)
 LD0560
 LD0560'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2004 (BRS)
 LD0560'MARK NOT FOUND.  ORIGINAL CHURCH BUILDING REPLACED BY NEW FIRST
 LD0560'FEDERAL BANK BUILDING AT SAME LOCATION.  MARK MOST LIKELY DESTROYED
 LD0560'DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0337 ***********************************************************************
 JE0337  DESIGNATION -  9 A
 JE0337  PID         -  JE0337
 JE0337  STATE/COUNTY-  MO/BATES
 JE0337  USGS QUAD   -  BUTLER (1961)
 JE0337
 JE0337                         *CURRENT SURVEY CONTROL
 JE0337  ___________________________________________________________________
 JE0337* NAD 83(1986)-  38 22 14.     (N)    094 21 14.     (W)     SCALED    
 JE0337* NAVD 88     -       272.770  (meters)     894.91   (feet)  ADJUSTED  
 JE0337  ___________________________________________________________________
 JE0337  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JE0337  DYNAMIC HT  -         272.576 (meters)     894.28  (feet)  COMP
 JE0337  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 JE0337
 JE0337  VERT ORDER  -  FIRST     CLASS II
 JE0337
 JE0337.The horizontal coordinates were scaled from a topographic map and have
 JE0337.an estimated accuracy of +/- 6 seconds.
 JE0337
 JE0337.The orthometric height was determined by differential leveling
 JE0337.and adjusted by the National Geodetic Survey in June 1991..
 JE0337
 JE0337.The geoid height was determined by GEOID03.
 JE0337
 JE0337.The dynamic height is computed by dividing the NAVD 88
 JE0337.geopotential number by the normal gravity value computed on the
 JE0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0337.degrees latitude (g = 980.6199 gals.).
 JE0337
 JE0337.The modeled gravity was interpolated from observed gravity values.
 JE0337
 JE0337;                    North         East    Units  Estimated Accuracy
 JE0337;SPC MO W     -   244,590.      862,770.      MT  (+/- 180 meters Scaled)
 JE0337
 JE0337                          SUPERSEDED SURVEY CONTROL
 JE0337
 JE0337  NGVD 29 (??/??/92)  272.648  (m)          894.51   (f) ADJ UNCH    1 2
 JE0337
 JE0337.Superseded values are not recommended for survey control.
 JE0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0337.See file dsdata.txt to determine how the superseded data were derived.
 JE0337
 JE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC817477(NAD 83)
 JE0337_MARKER: Q = CHISELED SQUARE
 JE0337_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JE0337+WITH SETTING: PAVEMENT
 JE0337_SP_SET: SEMAPHORE BASE
 JE0337_MARK LOGO: NONE  
 JE0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0337+STABILITY: SURFACE MOTION
 JE0337
 JE0337  HISTORY     - Date     Condition        Report By
 JE0337  HISTORY     - 1938     MONUMENTED       USGS
 JE0337
 JE0337                          STATION DESCRIPTION
 JE0337
 JE0337'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0337'1.7 MI S FROM ADRIAN.
 JE0337'1.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ADRIAN,
 JE0337'BATES COUNTY, AT SEMAPHORE 279.4, AND ON THE TOP OF THE WEST
 JE0337'SIDE OF THE CONCRETE BASE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0304 ***********************************************************************
 JE0304  DESIGNATION -  9 A
 JE0304  PID         -  JE0304
 JE0304  STATE/COUNTY-  MO/BATES
 JE0304  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0304
 JE0304                         *CURRENT SURVEY CONTROL
 JE0304  ___________________________________________________________________
 JE0304* NAD 83(1986)-  38 14 37.     (N)    094 21 02.     (W)     SCALED    
 JE0304* NAVD 88     -       246.619  (meters)     809.12   (feet)  POSTED    
 JE0304  ___________________________________________________________________
 JE0304  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JE0304  DYNAMIC HT  -         246.440 (meters)     808.53  (feet)  COMP
 JE0304  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 JE0304
 JE0304  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JE0304
 JE0304.The horizontal coordinates were scaled from a topographic map and have
 JE0304.an estimated accuracy of +/- 6 seconds.
 JE0304
 JE0304.The orthometric height was determined by differential leveling
 JE0304.and adjusted by the National Geodetic Survey in 1992..
 JE0304.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JE0304.rate of 4.1 thru 8.0 mm/km.
 JE0304
 JE0304.The geoid height was determined by GEOID03.
 JE0304
 JE0304.The dynamic height is computed by dividing the NAVD 88
 JE0304.geopotential number by the normal gravity value computed on the
 JE0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0304.degrees latitude (g = 980.6199 gals.).
 JE0304
 JE0304.The modeled gravity was interpolated from observed gravity values.
 JE0304
 JE0304;                    North         East    Units  Estimated Accuracy
 JE0304;SPC MO W     -   230,500.      863,080.      MT  (+/- 180 meters Scaled)
 JE0304
 JE0304                          SUPERSEDED SURVEY CONTROL
 JE0304
 JE0304  NGVD 29 (??/??/92)  246.50   (m)          808.7    (f) COMPUTED    2 2
 JE0304
 JE0304.Superseded values are not recommended for survey control.
 JE0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0304.See file dsdata.txt to determine how the superseded data were derived.
 JE0304
 JE0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC818337(NAD 83)
 JE0304_MARKER: Q = CHISELED SQUARE
 JE0304_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JE0304+WITH SETTING: PAVEMENT
 JE0304_SP_SET: SEMAPHORE BASE
 JE0304_MARK LOGO: NONE  
 JE0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0304+STABILITY: SURFACE MOTION
 JE0304
 JE0304  HISTORY     - Date     Condition        Report By
 JE0304  HISTORY     - 1938     MONUMENTED       USGS
 JE0304  HISTORY     - 1963     GOOD             USGS
 JE0304  HISTORY     - 1965     MARK NOT FOUND   NGS
 JE0304
 JE0304                          STATION DESCRIPTION
 JE0304
 JE0304'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0304'1.1 MI S FROM BUTLER.
 JE0304'1.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0304'STATION AT BUTLER, BATES COUNTY, 350 FEET NORTH OF A SMALL TRESTLE,
 JE0304'AT SEMAPHORE 288.2, AND ON THE TOP OF THE WEST SIDE OF THE
 JE0304'CONCRETE BASE.  A CHISELED SQUARE.  NOTE-- MAY HAVE BEEN TARRED
 JE0304'OVER.
 JE0304
 JE0304                          STATION RECOVERY (1963)
 JE0304
 JE0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JE0304'ABOUT 1.65 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0304'STATION AT ADRIAN, 14 POLES SOUTH OF MILEPOST 279, 7 FEET EAST OF THE
 JE0304'EAST RAIL, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ON THE TOP
 JE0304'OF THE WEST EDGE AND CENTER OF THE CONCRETE FOUNDATION OF SEMAPHORE
 JE0304'NUMBERED 279.4
 JE0304
 JE0304                          STATION RECOVERY (1965)
 JE0304
 JE0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JE0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0551 ***********************************************************************
 HC0551  DESIGNATION -  9 J
 HC0551  PID         -  HC0551
 HC0551  STATE/COUNTY-  MO/SHANNON
 HC0551  USGS QUAD   -  POWDER MILL FERRY (1985)
 HC0551
 HC0551                         *CURRENT SURVEY CONTROL
 HC0551  ___________________________________________________________________
 HC0551* NAD 83(1986)-  37 10 54.     (N)    091 12 18.     (W)     SCALED    
 HC0551* NAVD 88     -       173.717  (meters)     569.94   (feet)  POSTED    
 HC0551  ___________________________________________________________________
 HC0551  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 HC0551  DYNAMIC HT  -         173.580 (meters)     569.49  (feet)  COMP
 HC0551  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 HC0551
 HC0551  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HC0551
 HC0551.The horizontal coordinates were scaled from a topographic map and have
 HC0551.an estimated accuracy of +/- 6 seconds.
 HC0551
 HC0551.The orthometric height was determined by differential leveling
 HC0551.and adjusted by the National Geodetic Survey in 1992..
 HC0551.No vertical observational check was made to the station.
 HC0551.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HC0551.was located on a no-check spur therefore a value was not computed.
 HC0551
 HC0551.The geoid height was determined by GEOID03.
 HC0551
 HC0551.The dynamic height is computed by dividing the NAVD 88
 HC0551.geopotential number by the normal gravity value computed on the
 HC0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0551.degrees latitude (g = 980.6199 gals.).
 HC0551
 HC0551.The modeled gravity was interpolated from observed gravity values.
 HC0551
 HC0551;                    North         East    Units  Estimated Accuracy
 HC0551;SPC MO E     -   149,850.      187,400.      MT  (+/- 180 meters Scaled)
 HC0551
 HC0551                          SUPERSEDED SURVEY CONTROL
 HC0551
 HC0551.No superseded survey control is available for this station.
 HC0551
 HC0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB593165(NAD 83)
 HC0551_MARKER: DD = SURVEY DISK
 HC0551_SETTING: 80 = SET IN A BOULDER
 HC0551_SP_SET: BOULDER
 HC0551_STAMPING: 570 9 J 1933
 HC0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0551+STABILITY: SURFACE MOTION
 HC0551
 HC0551  HISTORY     - Date     Condition        Report By
 HC0551  HISTORY     - 1933     MONUMENTED       USGS
 HC0551  HISTORY     - 1964     MARK NOT FOUND   USGS
 HC0551
 HC0551                          STATION DESCRIPTION
 HC0551
 HC0551'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 HC0551'NEAR WILLIAMS FORD.
 HC0551'IN SHANNON COUNTY, NEAR WILLIAMS FORD, ON THE NORTH BANK OF
 HC0551'CURRENT RIVER, NEAR THE CENTER OF SEC. 18, T. 29 N., R. 2 W.,
 HC0551'700 FEET NORTHEAST (DOWNSTREAM) OF THE MOUTH OF BLAIR CREEK, 47
 HC0551'FEET NORTH OF THE RIVER BANK, 11 FEET SOUTH OF A ROAD, 4 FEET
 HC0551'NORTHEAST OF A TRIANGULAR BLAZED 20-INCH OAK TREE, AND IN THE
 HC0551'TOP OF A GRANITE BOULDER FLUSH WITH THE GROUND.  A U.S.
 HC0551'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 570 9 J 1933.
 HC0551
 HC0551                          STATION RECOVERY (1964)
 HC0551
 HC0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HC0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0716 ***********************************************************************
 GE0716  DESIGNATION -  9 J
 GE0716  PID         -  GE0716
 GE0716  STATE/COUNTY-  MO/HOWELL
 GE0716  USGS QUAD   -  MOUNTAIN VIEW (1986)
 GE0716
 GE0716                         *CURRENT SURVEY CONTROL
 GE0716  ___________________________________________________________________
 GE0716* NAD 83(1986)-  36 59 38.     (N)    091 42 17.     (W)     SCALED    
 GE0716* NAVD 88     -       346.374  (meters)    1136.40   (feet)  POSTED    
 GE0716  ___________________________________________________________________
 GE0716  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GE0716  DYNAMIC HT  -         346.080 (meters)    1135.43  (feet)  COMP
 GE0716  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 GE0716
 GE0716  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0716
 GE0716.The horizontal coordinates were scaled from a topographic map and have
 GE0716.an estimated accuracy of +/- 6 seconds.
 GE0716
 GE0716.The orthometric height was determined by differential leveling
 GE0716.and adjusted by the National Geodetic Survey in 1992..
 GE0716.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0716.rate of 0.0 thru 1.0 mm/km.
 GE0716
 GE0716.The geoid height was determined by GEOID03.
 GE0716
 GE0716.The dynamic height is computed by dividing the NAVD 88
 GE0716.geopotential number by the normal gravity value computed on the
 GE0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0716.degrees latitude (g = 980.6199 gals.).
 GE0716
 GE0716.The modeled gravity was interpolated from observed gravity values.
 GE0716
 GE0716;                    North         East    Units  Estimated Accuracy
 GE0716;SPC MO C     -   129,070.      570,790.      MT  (+/- 180 meters Scaled)
 GE0716
 GE0716                          SUPERSEDED SURVEY CONTROL
 GE0716
 GE0716  NGVD 29 (??/??/92)  346.227  (m)         1135.91   (f) ADJ UNCH    3 0
 GE0716
 GE0716.Superseded values are not recommended for survey control.
 GE0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0716.See file dsdata.txt to determine how the superseded data were derived.
 GE0716
 GE0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA152949(NAD 83)
 GE0716_MARKER: DD = SURVEY DISK
 GE0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0716_STAMPING: 9 J 1934 1136
 GE0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0716+STABILITY: SURFACE MOTION
 GE0716
 GE0716  HISTORY     - Date     Condition        Report By
 GE0716  HISTORY     - 1934     MONUMENTED       USGS
 GE0716  HISTORY     - 1934     GOOD             NGS
 GE0716  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0716
 GE0716                          STATION DESCRIPTION
 GE0716
 GE0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0716'AT MOUNTAIN VIEW.
 GE0716'AT MOUNTAIN VIEW, HOWELL COUNTY, 600 FEET WEST OF THE ST.
 GE0716'LOUIS-SAN FRANCISCO RAILWAY STATION, 14 FEET NORTH AND 72 FEET
 GE0716'WEST OF THE TRACK AT THE CROSSING OF COUNTY ROUTE D, AND 6 FEET
 GE0716'SOUTH AND 20 FEET WEST OF A FENCE CORNER.  A UNITED STATES
 GE0716'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1136 9 J 1934 AND SET
 GE0716'IN THE TOP OF A CONCRETE POST.
 GE0716
 GE0716                          STATION RECOVERY (1977)
 GE0716
 GE0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2543 ***********************************************************************
 JD2543  DESIGNATION -  9 J
 JD2543  PID         -  JD2543
 JD2543  STATE/COUNTY-  MO/MILLER
 JD2543  USGS QUAD   -  TUSCUMBIA (1987)
 JD2543
 JD2543                         *CURRENT SURVEY CONTROL
 JD2543  ___________________________________________________________________
 JD2543* NAD 83(1997)-  38 10 46.02668(N)    092 24 14.82744(W)     ADJUSTED  
 JD2543* NAVD 88     -       293.96   (+/-2cm)     964.4    (feet)  VERTCON   
 JD2543  ___________________________________________________________________
 JD2543  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 JD2543  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JD2543
 JD2543  HORZ ORDER  -  SECOND
 JD2543  VERT ORDER  -  THIRD ? (See Below)
 JD2543
 JD2543.The horizontal coordinates were established by classical geodetic methods
 JD2543.and adjusted by the National Geodetic Survey in February 2000..
 JD2543
 JD2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2543.The vertical order pertains to the NGVD 29 superseded value.
 JD2543
 JD2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2543
 JD2543.The geoid height was determined by GEOID03.
 JD2543
 JD2543;                    North         East     Units Scale Factor Converg.
 JD2543;SPC MO C     -   260,354.074   508,400.366   MT  0.99993420   +0 03 33.4
 JD2543;UTM  15      - 4,225,893.635   552,189.264   MT  0.99963354   +0 22 06.0
 JD2543
 JD2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2543!SPC MO C     -   0.99995885  x   0.99993420  =   0.99989305
 JD2543!UTM  15      -   0.99995885  x   0.99963354  =   0.99959240
 JD2543
 JD2543                          SUPERSEDED SURVEY CONTROL
 JD2543
 JD2543  NAD 83(1986)-  38 10 46.03946(N)    092 24 14.82794(W) AD(       ) 2
 JD2543  NAD 27      -  38 10 45.91400(N)    092 24 14.18500(W) AD(       ) 2
 JD2543  NGVD 29 (07/19/86)  293.90   (m)          964.2    (f) LEVELING    3  
 JD2543
 JD2543.Superseded values are not recommended for survey control.
 JD2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2543.See file dsdata.txt to determine how the superseded data were derived.
 JD2543
 JD2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5218925894(NAD 83)
 JD2543_MARKER: DB = BENCH MARK DISK
 JD2543_SETTING: 0 = UNSPECIFIED SETTING
 JD2543
 JD2543  HISTORY     - Date     Condition        Report By
 JD2543  HISTORY     - 1947     MONUMENTED       USGS
 JD2543
 JD2543                          STATION DESCRIPTION
 JD2543
 JD2543'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FRG)
 JD2543'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF IBERIA,
 JD2543'ABOUT 5 MILES SOUTHEAST OF TUSCUMBIA, AT THE JUNCTION OF STATE
 JD2543'HIGHWAY 17 AND COUNTY ROUTE C.  IT IS 120 FEET SOUTHWEST OF THE
 JD2543'JUNCTION AND 17 FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROUTE
 JD2543'C.  IT IS A USGS BENCH MARK DISK SET IN A DRILL HOLE IN THE
 JD2543'NORTHWEST HEADWALL OF A CONCRETE CULVERT.  IT IS STAMPED 9J
 JD2543'1932.
 JD2543'
 JD2543'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM STATION HAW
 JD2543'AND THE DISTANCE IS 314.284 METERS OR 1,031.11 FEET.
 JD2543'
 JD2543'TO REACH FROM THE SOUTH END OF THE BRIDGE OVER THE OSAGE RIVER
 JD2543'(JUST EAST OF TUSCUMBIA) GO SOUTHEAST ON STATE HIGHWAY 17 FOR
 JD2543'4.9 MILES TO THE JUNCTION OF COUNTY ROUTE C AND THE MARK AS
 JD2543'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0024 ***********************************************************************
 GE0024  DESIGNATION -  9 M
 GE0024  PID         -  GE0024
 GE0024  STATE/COUNTY-  MO/BUTLER
 GE0024  USGS QUAD   -  POPLAR BLUFF (1979)
 GE0024
 GE0024                         *CURRENT SURVEY CONTROL
 GE0024  ___________________________________________________________________
 GE0024* NAD 83(1986)-  36 45 22.     (N)    090 23 33.     (W)     SCALED    
 GE0024* NAVD 88     -       110.796  (meters)     363.50   (feet)  ADJUSTED  
 GE0024  ___________________________________________________________________
 GE0024  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GE0024  DYNAMIC HT  -         110.709 (meters)     363.22  (feet)  COMP
 GE0024  MODELED GRAV-     979,842.6   (mgal)                       NAVD 88
 GE0024
 GE0024  VERT ORDER  -  FIRST     CLASS II
 GE0024
 GE0024.The horizontal coordinates were scaled from a topographic map and have
 GE0024.an estimated accuracy of +/- 6 seconds.
 GE0024
 GE0024.The orthometric height was determined by differential leveling
 GE0024.and adjusted by the National Geodetic Survey in June 1991..
 GE0024
 GE0024.The geoid height was determined by GEOID03.
 GE0024
 GE0024.The dynamic height is computed by dividing the NAVD 88
 GE0024.geopotential number by the normal gravity value computed on the
 GE0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0024.degrees latitude (g = 980.6199 gals.).
 GE0024
 GE0024.The modeled gravity was interpolated from observed gravity values.
 GE0024
 GE0024;                    North         East    Units  Estimated Accuracy
 GE0024;SPC MO E     -   102,390.      259,600.      MT  (+/- 180 meters Scaled)
 GE0024
 GE0024                          SUPERSEDED SURVEY CONTROL
 GE0024
 GE0024  NGVD 29 (??/??/92)  110.807  (m)          363.54   (f) ADJ UNCH    1 2
 GE0024
 GE0024.Superseded values are not recommended for survey control.
 GE0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0024.See file dsdata.txt to determine how the superseded data were derived.
 GE0024
 GE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA327709(NAD 83)
 GE0024_MARKER: DD = SURVEY DISK
 GE0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0024_SP_SET: RETAINING WALL
 GE0024_STAMPING: 363.559 9 M 1931
 GE0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0024+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002
 GE0024
 GE0024  HISTORY     - Date     Condition        Report By
 GE0024  HISTORY     - 1931     MONUMENTED       USGS
 GE0024  HISTORY     - 1943     GOOD             NGS
 GE0024  HISTORY     - 20020831 GOOD             USACE
 GE0024
 GE0024                          STATION DESCRIPTION
 GE0024
 GE0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GE0024'AT POPLAR BLUFF.
 GE0024'AT POPLAR BLUFF, BUTLER COUNTY, AT THE VINE STREET ENTRANCE TO
 GE0024'THE COUNTY COURTHOUSE, ON THE WEST SIDE OF THE STEPS, AND IN
 GE0024'THE TOP OF THE RETAINING WALL SURROUNDING THE GROUNDS.  A UNITED
 GE0024'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 363.559 9 M
 GE0024'1931.
 GE0024
 GE0024                          STATION RECOVERY (2002)
 GE0024
 GE0024'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0946 ***********************************************************************
 JC0946  DESIGNATION -  901.9
 JC0946  PID         -  JC0946
 JC0946  STATE/COUNTY-  MO/OSAGE
 JC0946  USGS QUAD   -  FREEBURG (1981)
 JC0946
 JC0946                         *CURRENT SURVEY CONTROL
 JC0946  ___________________________________________________________________
 JC0946* NAD 83(1986)-  38 21 31.     (N)    091 55 33.     (W)     SCALED    
 JC0946* NAVD 88     -       275.029  (meters)     902.32   (feet)  ADJUSTED  
 JC0946  ___________________________________________________________________
 JC0946  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JC0946  DYNAMIC HT  -         274.837 (meters)     901.69  (feet)  COMP
 JC0946  MODELED GRAV-     979,924.7   (mgal)                       NAVD 88
 JC0946
 JC0946  VERT ORDER  -  FIRST     CLASS II
 JC0946
 JC0946.The horizontal coordinates were scaled from a topographic map and have
 JC0946.an estimated accuracy of +/- 6 seconds.
 JC0946
 JC0946.The orthometric height was determined by differential leveling
 JC0946.and adjusted by the National Geodetic Survey in June 1991..
 JC0946
 JC0946.The geoid height was determined by GEOID03.
 JC0946
 JC0946.The dynamic height is computed by dividing the NAVD 88
 JC0946.geopotential number by the normal gravity value computed on the
 JC0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0946.degrees latitude (g = 980.6199 gals.).
 JC0946
 JC0946.The modeled gravity was interpolated from observed gravity values.
 JC0946
 JC0946;                    North         East    Units  Estimated Accuracy
 JC0946;SPC MO C     -   280,390.      550,180.      MT  (+/- 180 meters Scaled)
 JC0946
 JC0946                          SUPERSEDED SURVEY CONTROL
 JC0946
 JC0946  NGVD 29 (??/??/92)  275.005  (m)          902.25   (f) ADJ UNCH    1 2
 JC0946
 JC0946.Superseded values are not recommended for survey control.
 JC0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0946.See file dsdata.txt to determine how the superseded data were derived.
 JC0946
 JC0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC938461(NAD 83)
 JC0946_MARKER: Q = CHISELED SQUARE
 JC0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0946_SP_SET: CULVERT
 JC0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0946
 JC0946  HISTORY     - Date     Condition        Report By
 JC0946  HISTORY     - UNK      MONUMENTED       USGS
 JC0946  HISTORY     - 1934     GOOD             NGS
 JC0946
 JC0946                          STATION DESCRIPTION
 JC0946
 JC0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0946'3.5 MI N FROM FREEBURG.
 JC0946'3.5 MILES NORTH ALONG U.S. HIGHWAY 63 FROM FREEBURG, OSAGE COUNTY,
 JC0946'ON THE WEST SIDE OF THE HIGHWAY, AND ON THE TOP OF THE WEST END
 JC0946'OF A CONCRETE CULVERT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0029 ***********************************************************************
 KE0029  DESIGNATION -  902
 KE0029  PID         -  KE0029
 KE0029  STATE/COUNTY-  MO/CLINTON
 KE0029  USGS QUAD   -  PLATTSBURG (1984)
 KE0029
 KE0029                         *CURRENT SURVEY CONTROL
 KE0029  ___________________________________________________________________
 KE0029* NAD 83(1986)-  39 33 36.     (N)    094 25 53.     (W)     SCALED    
 KE0029* NAVD 88     -       275.839  (meters)     904.98   (feet)  ADJUSTED  
 KE0029  ___________________________________________________________________
 KE0029  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE0029  DYNAMIC HT  -         275.669 (meters)     904.42  (feet)  COMP
 KE0029  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 KE0029
 KE0029  VERT ORDER  -  SECOND    CLASS 0
 KE0029
 KE0029.The horizontal coordinates were scaled from a topographic map and have
 KE0029.an estimated accuracy of +/- 6 seconds.
 KE0029
 KE0029.The orthometric height was determined by differential leveling
 KE0029.and adjusted by the National Geodetic Survey in June 1991..
 KE0029
 KE0029.The geoid height was determined by GEOID03.
 KE0029
 KE0029.The dynamic height is computed by dividing the NAVD 88
 KE0029.geopotential number by the normal gravity value computed on the
 KE0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0029.degrees latitude (g = 980.6199 gals.).
 KE0029
 KE0029.The modeled gravity was interpolated from observed gravity values.
 KE0029
 KE0029;                    North         East    Units  Estimated Accuracy
 KE0029;SPC MO W     -   376,620.      855,900.      MT  (+/- 180 meters Scaled)
 KE0029
 KE0029                          SUPERSEDED SURVEY CONTROL
 KE0029
 KE0029  NGVD 29 (??/??/92)  275.731  (m)          904.63   (f) ADJ UNCH    2 0
 KE0029
 KE0029.Superseded values are not recommended for survey control.
 KE0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0029.See file dsdata.txt to determine how the superseded data were derived.
 KE0029
 KE0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD770799(NAD 83)
 KE0029_MARKER: B = BOLT
 KE0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0029+STABILITY: SURFACE MOTION
 KE0029
 KE0029  HISTORY     - Date     Condition        Report By
 KE0029  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0029  HISTORY     - 1958     GOOD             NGS
 KE0029  HISTORY     - 1980     MARK NOT FOUND   USGS
 KE0029
 KE0029                          STATION DESCRIPTION
 KE0029
 KE0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0029'1.5 MI SE FROM PLATTSBURG.
 KE0029'1.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0029'RAILWAY FROM THE STATION AT PLATTSBURG, ABOUT 100 YARDS NORTH
 KE0029'OF A RAILROAD SIDING SWITCH FOR A QUARRY SIDING, ABOUT 200
 KE0029'FEET NORTH OF CULVERT 42 A, AT A PRIVATE-ROAD CROSSING, 49
 KE0029'FEET WEST OF THE WEST RAIL, 2 FEET NORTHWEST OF THE NORTH GATEPOST
 KE0029'IN THE WEST RIGHT-OF-WAY FENCE, AND 1 FOOT WEST OF THE FENCE.
 KE0029
 KE0029                          STATION RECOVERY (1980)
 KE0029
 KE0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KE0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1014 ***********************************************************************
 JC1014  DESIGNATION -  90=26/1
 JC1014  PID         -  JC1014
 JC1014  STATE/COUNTY-  MO/OSAGE
 JC1014  USGS QUAD   -  MOKANE EAST (1985)
 JC1014
 JC1014                         *CURRENT SURVEY CONTROL
 JC1014  ___________________________________________________________________
 JC1014* NAD 83(1986)-  38 39 04.     (N)    091 51 24.     (W)     SCALED    
 JC1014* NAVD 88     -       165.830  (meters)     544.06   (feet)  ADJUSTED  
 JC1014  ___________________________________________________________________
 JC1014  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JC1014  DYNAMIC HT  -         165.719 (meters)     543.70  (feet)  COMP
 JC1014  MODELED GRAV-     979,954.1   (mgal)                       NAVD 88
 JC1014
 JC1014  VERT ORDER  -  FIRST     CLASS II
 JC1014
 JC1014.The horizontal coordinates were scaled from a topographic map and have
 JC1014.an estimated accuracy of +/- 6 seconds.
 JC1014
 JC1014.The orthometric height was determined by differential leveling
 JC1014.and adjusted by the National Geodetic Survey in June 1991..
 JC1014
 JC1014.The geoid height was determined by GEOID03.
 JC1014
 JC1014.The dynamic height is computed by dividing the NAVD 88
 JC1014.geopotential number by the normal gravity value computed on the
 JC1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1014.degrees latitude (g = 980.6199 gals.).
 JC1014
 JC1014.The modeled gravity was interpolated from observed gravity values.
 JC1014
 JC1014;                    North         East    Units  Estimated Accuracy
 JC1014;SPC MO C     -   312,900.      556,000.      MT  (+/- 180 meters Scaled)
 JC1014
 JC1014                          SUPERSEDED SURVEY CONTROL
 JC1014
 JC1014  NGVD 29 (??/??/92)  165.815  (m)          544.01   (f) ADJ UNCH    1 2
 JC1014
 JC1014.Superseded values are not recommended for survey control.
 JC1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1014.See file dsdata.txt to determine how the superseded data were derived.
 JC1014
 JC1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC994786(NAD 83)
 JC1014_MARKER: P = PIPE CAP
 JC1014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC1014_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1014
 JC1014  HISTORY     - Date     Condition        Report By
 JC1014  HISTORY     - UNK      MONUMENTED       MORC
 JC1014  HISTORY     - 1946     GOOD             NGS
 JC1014  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC1014
 JC1014                          STATION DESCRIPTION
 JC1014
 JC1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC1014'AT ST AUBERT.
 JC1014'AT ST. AUBERT, AT A T ROAD INTERSECTION ABOUT 100 YARDS SOUTHWEST
 JC1014'OF THE MISSOURI PACIFIC RAILROAD STATION, ABOUT 100 YARDS
 JC1014'NORTHEAST OF A TWO-STORY BRICK BUILDING, 29.0 FEET SOUTHWEST OF
 JC1014'AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF THE
 JC1014'NORTHWEST-SOUTHEAST ROAD, 18.0 FEET NORTHWEST OF THE CENTER
 JC1014'LINE OF A ROAD LEADING SOUTHWEST AND 1.0 FOOT EAST OF A 4 IN X
 JC1014'4 IN MARKER POST.  AN IRON CAP SET ON THE TOP OF AN IRON PIPE
 JC1014'WHICH PROJECTS ABOUT 1.5 FEET ABOVE GROUND.
 JC1014
 JC1014                          STATION RECOVERY (1986)
 JC1014
 JC1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0939 ***********************************************************************
 JC0939  DESIGNATION -  906.9
 JC0939  PID         -  JC0939
 JC0939  STATE/COUNTY-  MO/OSAGE
 JC0939  USGS QUAD   -  FREEBURG (1981)
 JC0939
 JC0939                         *CURRENT SURVEY CONTROL
 JC0939  ___________________________________________________________________
 JC0939* NAD 83(1986)-  38 18 54.     (N)    091 55 24.     (W)     SCALED    
 JC0939* NAVD 88     -       276.565  (meters)     907.36   (feet)  ADJUSTED  
 JC0939  ___________________________________________________________________
 JC0939  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JC0939  DYNAMIC HT  -         276.372 (meters)     906.73  (feet)  COMP
 JC0939  MODELED GRAV-     979,925.0   (mgal)                       NAVD 88
 JC0939
 JC0939  VERT ORDER  -  FIRST     CLASS II
 JC0939
 JC0939.The horizontal coordinates were scaled from a topographic map and have
 JC0939.an estimated accuracy of +/- 6 seconds.
 JC0939
 JC0939.The orthometric height was determined by differential leveling
 JC0939.and adjusted by the National Geodetic Survey in June 1991..
 JC0939.WARNING-Repeat measurements at this control monument indicate possible
 JC0939.vertical movement.
 JC0939
 JC0939.The geoid height was determined by GEOID03.
 JC0939
 JC0939.The dynamic height is computed by dividing the NAVD 88
 JC0939.geopotential number by the normal gravity value computed on the
 JC0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0939.degrees latitude (g = 980.6199 gals.).
 JC0939
 JC0939.The modeled gravity was interpolated from observed gravity values.
 JC0939
 JC0939;                    North         East    Units  Estimated Accuracy
 JC0939;SPC MO C     -   275,550.      550,430.      MT  (+/- 180 meters Scaled)
 JC0939
 JC0939                          SUPERSEDED SURVEY CONTROL
 JC0939
 JC0939  NGVD 29 (??/??/92)  276.546  (m)          907.30   (f) ADJ UNCH    1 2
 JC0939
 JC0939.Superseded values are not recommended for survey control.
 JC0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0939.See file dsdata.txt to determine how the superseded data were derived.
 JC0939
 JC0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC941413(NAD 83)
 JC0939_MARKER: Q = CHISELED SQUARE
 JC0939_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JC0939_SP_SET: SIDEWALK
 JC0939_MARK LOGO: NONE  
 JC0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0939
 JC0939  HISTORY     - Date     Condition        Report By
 JC0939  HISTORY     - UNK      MONUMENTED       USGS
 JC0939  HISTORY     - 1950     GOOD             NGS
 JC0939  HISTORY     - 19890718 GOOD             NGS
 JC0939
 JC0939                          STATION DESCRIPTION
 JC0939
 JC0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0939'AT FREEBURG.
 JC0939'AT FREEBURG, OSAGE COUNTY, ON U.S. HIGHWAY 63, AT A STREET
 JC0939'INTERSECTION, 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JC0939'CATHOLIC CHURCH, 25 FEET SOUTH OF THE CENTERLINE OF THE STREET,
 JC0939'23 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A
 JC0939'STOP SIGN, AND ON THE TOP OF THE NORTH EDGE OF A CONCRETE
 JC0939'SIDEWALK.  A CHISELED SQUARE.
 JC0939
 JC0939                          STATION RECOVERY (1989)
 JC0939
 JC0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0939'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE STREET
 JC0939'INTERSECTION MENTIONED IN THE ORIGINAL DESCRIPTION IS THE
 JC0939'INTERSECTION OF U.S. HIGHWAY 63 AND OLIVER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0198 ***********************************************************************
 JD0198  DESIGNATION -  909.9
 JD0198  PID         -  JD0198
 JD0198  STATE/COUNTY-  MO/CAMDEN
 JD0198  USGS QUAD   -  CAMDENTON (1983)
 JD0198
 JD0198                         *CURRENT SURVEY CONTROL
 JD0198  ___________________________________________________________________
 JD0198* NAD 83(1986)-  38 03 00.     (N)    092 41 48.     (W)     SCALED    
 JD0198* NAVD 88     -       277.441  (meters)     910.24   (feet)  ADJUSTED  
 JD0198  ___________________________________________________________________
 JD0198  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JD0198  DYNAMIC HT  -         277.239 (meters)     909.58  (feet)  COMP
 JD0198  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 JD0198
 JD0198  VERT ORDER  -  SECOND    CLASS 0
 JD0198
 JD0198.The horizontal coordinates were scaled from a topographic map and have
 JD0198.an estimated accuracy of +/- 6 seconds.
 JD0198
 JD0198.The orthometric height was determined by differential leveling
 JD0198.and adjusted by the National Geodetic Survey in June 1991..
 JD0198
 JD0198.The geoid height was determined by GEOID03.
 JD0198
 JD0198.The dynamic height is computed by dividing the NAVD 88
 JD0198.geopotential number by the normal gravity value computed on the
 JD0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0198.degrees latitude (g = 980.6199 gals.).
 JD0198
 JD0198.The modeled gravity was interpolated from observed gravity values.
 JD0198
 JD0198;                    North         East    Units  Estimated Accuracy
 JD0198;SPC MO C     -   246,000.      482,740.      MT  (+/- 180 meters Scaled)
 JD0198
 JD0198                          SUPERSEDED SURVEY CONTROL
 JD0198
 JD0198  NGVD 29 (??/??/92)  277.352  (m)          909.95   (f) ADJ UNCH    2 0
 JD0198
 JD0198.Superseded values are not recommended for survey control.
 JD0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0198.See file dsdata.txt to determine how the superseded data were derived.
 JD0198
 JD0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC266114(NAD 83)
 JD0198_MARKER: N = NAIL
 JD0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0198_SP_SET: HICKORY TREE
 JD0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0198
 JD0198  HISTORY     - Date     Condition        Report By
 JD0198  HISTORY     - UNK      MONUMENTED       USGS
 JD0198  HISTORY     - 1934     GOOD             NGS
 JD0198
 JD0198                          STATION DESCRIPTION
 JD0198
 JD0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0198'1.5 MI NE FROM LINN CREEK.
 JD0198'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM LINN CREEK, 20
 JD0198'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A 20-INCH HICKORY
 JD0198'TREE, AND IN A ROOT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JD0198'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0556 ***********************************************************************
 HC0556  DESIGNATION -  911
 HC0556  PID         -  HC0556
 HC0556  STATE/COUNTY-  MO/SHANNON
 HC0556  USGS QUAD   -  WINONA (1997)
 HC0556
 HC0556                         *CURRENT SURVEY CONTROL
 HC0556  ___________________________________________________________________
 HC0556* NAD 83(1986)-  37 00 21.     (N)    091 19 42.     (W)     SCALED    
 HC0556* NAVD 88     -       277.900  (meters)     911.74   (feet)  POSTED    
 HC0556  ___________________________________________________________________
 HC0556  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HC0556  DYNAMIC HT  -         277.670 (meters)     910.99  (feet)  COMP
 HC0556  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 HC0556
 HC0556  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0556
 HC0556.The horizontal coordinates were scaled from a topographic map and have
 HC0556.an estimated accuracy of +/- 6 seconds.
 HC0556
 HC0556.The orthometric height was determined by differential leveling
 HC0556.and adjusted by the National Geodetic Survey in 1992..
 HC0556.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0556.rate of 0.0 thru 1.0 mm/km.
 HC0556
 HC0556.The geoid height was determined by GEOID03.
 HC0556
 HC0556.The dynamic height is computed by dividing the NAVD 88
 HC0556.geopotential number by the normal gravity value computed on the
 HC0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0556.degrees latitude (g = 980.6199 gals.).
 HC0556
 HC0556.The modeled gravity was interpolated from observed gravity values.
 HC0556
 HC0556;                    North         East    Units  Estimated Accuracy
 HC0556;SPC MO E     -   130,420.      176,280.      MT  (+/- 180 meters Scaled)
 HC0556
 HC0556                          SUPERSEDED SURVEY CONTROL
 HC0556
 HC0556.No superseded survey control is available for this station.
 HC0556
 HC0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA487968(NAD 83)
 HC0556_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HC0556_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0556_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0556_STAMPING: MO 911
 HC0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0556
 HC0556  HISTORY     - Date     Condition        Report By
 HC0556  HISTORY     - UNK      MONUMENTED       USGS
 HC0556  HISTORY     - 1934     GOOD             USGS
 HC0556  HISTORY     - 1965     POOR             USGS
 HC0556  HISTORY     - 1977     POOR             NGS
 HC0556  HISTORY     - 1977     POOR             NGS
 HC0556
 HC0556                          STATION DESCRIPTION
 HC0556
 HC0556'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HC0556'AT WINONA.
 HC0556'AT WINONA, SHANNON COUNTY, 200 FEET NORTH OF THE ST. LOUIS-SAN
 HC0556'FRANCISCO RAILWAY STATION, AND AT THE NORTHWEST CORNER OF A
 HC0556'STREET INTERSECTION.  A U.S. GEOLOGICAL SURVEY STANDARD CAP,
 HC0556'STAMPED MO 911 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 HC0556
 HC0556                          STATION RECOVERY (1965)
 HC0556
 HC0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HC0556'MARK RECOVERED IN POOR CONDITION.
 HC0556
 HC0556                          STATION RECOVERY (1977)
 HC0556
 HC0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0556'MARK RECOVERED IN POOR CONDITION.
 HC0556
 HC0556                          STATION RECOVERY (1977)
 HC0556
 HC0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0556'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0221 ***********************************************************************
 GG0221  DESIGNATION -  920.22
 GG0221  PID         -  GG0221
 GG0221  STATE/COUNTY-  MO/MCDONALD
 GG0221  USGS QUAD   -  SOUTH WEST CITY (1973)
 GG0221
 GG0221                         *CURRENT SURVEY CONTROL
 GG0221  ___________________________________________________________________
 GG0221* NAD 83(1986)-  36 30 54.     (N)    094 36 41.     (W)     SCALED    
 GG0221* NAVD 88     -       279.848  (meters)     918.13   (feet)  ADJUSTED  
 GG0221  ___________________________________________________________________
 GG0221  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GG0221  DYNAMIC HT  -         279.610 (meters)     917.35  (feet)  COMP
 GG0221  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GG0221
 GG0221  VERT ORDER  -  SECOND    CLASS 0
 GG0221
 GG0221.The horizontal coordinates were scaled from a topographic map and have
 GG0221.an estimated accuracy of +/- 6 seconds.
 GG0221
 GG0221.The orthometric height was determined by differential leveling
 GG0221.and adjusted by the National Geodetic Survey in June 1991..
 GG0221
 GG0221.The geoid height was determined by GEOID03.
 GG0221
 GG0221.The dynamic height is computed by dividing the NAVD 88
 GG0221.geopotential number by the normal gravity value computed on the
 GG0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0221.degrees latitude (g = 980.6199 gals.).
 GG0221
 GG0221.The modeled gravity was interpolated from observed gravity values.
 GG0221
 GG0221;                    North         East    Units  Estimated Accuracy
 GG0221;SPC MO W     -    38,660.      840,020.      MT  (+/- 180 meters Scaled)
 GG0221
 GG0221                          SUPERSEDED SURVEY CONTROL
 GG0221
 GG0221  NGVD 29 (??/??/92)  279.738  (m)          917.77   (f) ADJ UNCH    2 0
 GG0221
 GG0221.Superseded values are not recommended for survey control.
 GG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0221.See file dsdata.txt to determine how the superseded data were derived.
 GG0221
 GG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA557422(NAD 83)
 GG0221_MARKER: X = CHISELED CROSS
 GG0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0221_SP_SET: CURB
 GG0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0221
 GG0221  HISTORY     - Date     Condition        Report By
 GG0221  HISTORY     - UNK      MONUMENTED       USGS
 GG0221  HISTORY     - 1936     GOOD             NGS
 GG0221
 GG0221                          STATION DESCRIPTION
 GG0221
 GG0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GG0221'AT SOUTHWEST CITY.
 GG0221'AT SOUTHWEST CITY, MC DONALD COUNTY, ON THE WEST SIDE OF MAIN
 GG0221'STREET, IN FRONT OF THE BANK, AND ON THE TOP OF THE CURBSTONE.
 GG0221'A PAINTED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0199 ***********************************************************************
 JD0199  DESIGNATION -  921.3
 JD0199  PID         -  JD0199
 JD0199  STATE/COUNTY-  MO/CAMDEN
 JD0199  USGS QUAD   -  CAMDENTON (1983)
 JD0199
 JD0199                         *CURRENT SURVEY CONTROL
 JD0199  ___________________________________________________________________
 JD0199* NAD 83(1986)-  38 03 46.     (N)    092 41 20.     (W)     SCALED    
 JD0199* NAVD 88     -       280.900  (meters)     921.59   (feet)  ADJUSTED  
 JD0199  ___________________________________________________________________
 JD0199  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JD0199  DYNAMIC HT  -         280.695 (meters)     920.91  (feet)  COMP
 JD0199  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 JD0199
 JD0199  VERT ORDER  -  SECOND    CLASS 0
 JD0199
 JD0199.The horizontal coordinates were scaled from a topographic map and have
 JD0199.an estimated accuracy of +/- 6 seconds.
 JD0199
 JD0199.The orthometric height was determined by differential leveling
 JD0199.and adjusted by the National Geodetic Survey in June 1991..
 JD0199
 JD0199.The geoid height was determined by GEOID03.
 JD0199
 JD0199.The dynamic height is computed by dividing the NAVD 88
 JD0199.geopotential number by the normal gravity value computed on the
 JD0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0199.degrees latitude (g = 980.6199 gals.).
 JD0199
 JD0199.The modeled gravity was interpolated from observed gravity values.
 JD0199
 JD0199;                    North         East    Units  Estimated Accuracy
 JD0199;SPC MO C     -   247,420.      483,430.      MT  (+/- 180 meters Scaled)
 JD0199
 JD0199                          SUPERSEDED SURVEY CONTROL
 JD0199
 JD0199  NGVD 29 (??/??/92)  280.813  (m)          921.30   (f) ADJ UNCH    2 0
 JD0199
 JD0199.Superseded values are not recommended for survey control.
 JD0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0199.See file dsdata.txt to determine how the superseded data were derived.
 JD0199
 JD0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC272128(NAD 83)
 JD0199_MARKER: N = NAIL
 JD0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0199_SP_SET: OAK TREE
 JD0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0199
 JD0199  HISTORY     - Date     Condition        Report By
 JD0199  HISTORY     - UNK      MONUMENTED       USGS
 JD0199  HISTORY     - 1934     GOOD             NGS
 JD0199
 JD0199                          STATION DESCRIPTION
 JD0199
 JD0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0199'2.7 MI NE FROM LINN CREEK.
 JD0199'2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM LINN CREEK, ON THE
 JD0199'EAST SIDE OF THE HIGHWAY, AT A 24-INCH OAK TREE, AND IN A ROOT.
 JD0199'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0903 ***********************************************************************
 JC0903  DESIGNATION -  922.0
 JC0903  PID         -  JC0903
 JC0903  STATE/COUNTY-  MO/MARIES
 JC0903  USGS QUAD   -  PAYDOWN (1981)
 JC0903
 JC0903                         *CURRENT SURVEY CONTROL
 JC0903  ___________________________________________________________________
 JC0903* NAD 83(1986)-  38 08 28.     (N)    091 49 16.     (W)     SCALED    
 JC0903* NAVD 88     -       281.281  (meters)     922.84   (feet)  ADJUSTED  
 JC0903  ___________________________________________________________________
 JC0903  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JC0903  DYNAMIC HT  -         281.082 (meters)     922.18  (feet)  COMP
 JC0903  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 JC0903
 JC0903  VERT ORDER  -  FIRST     CLASS II
 JC0903
 JC0903.The horizontal coordinates were scaled from a topographic map and have
 JC0903.an estimated accuracy of +/- 6 seconds.
 JC0903
 JC0903.The orthometric height was determined by differential leveling
 JC0903.and adjusted by the National Geodetic Survey in June 1991..
 JC0903
 JC0903.The geoid height was determined by GEOID03.
 JC0903
 JC0903.The dynamic height is computed by dividing the NAVD 88
 JC0903.geopotential number by the normal gravity value computed on the
 JC0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0903.degrees latitude (g = 980.6199 gals.).
 JC0903
 JC0903.The modeled gravity was interpolated from observed gravity values.
 JC0903
 JC0903;                    North         East    Units  Estimated Accuracy
 JC0903;SPC MO C     -   256,310.      559,510.      MT  (+/- 180 meters Scaled)
 JC0903
 JC0903                          SUPERSEDED SURVEY CONTROL
 JC0903
 JC0903  NGVD 29 (??/??/92)  281.25   (m)          922.7    (f) COMPUTED    1 2
 JC0903
 JC0903.Superseded values are not recommended for survey control.
 JC0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0903.See file dsdata.txt to determine how the superseded data were derived.
 JC0903
 JC0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC033221(NAD 83)
 JC0903_MARKER: N = NAIL
 JC0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0903_SP_SET: HICKORY TREE
 JC0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0903
 JC0903  HISTORY     - Date     Condition        Report By
 JC0903  HISTORY     - UNK      MONUMENTED       USGS
 JC0903  HISTORY     - 1950     MARK NOT FOUND   NGS
 JC0903
 JC0903                          STATION DESCRIPTION
 JC0903
 JC0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0903'4.3 MI W FROM VICHY.
 JC0903'4.5 MILES NORTHWEST ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT
 JC0903'VICHY, MARIES COUNTY, 35 FEET SOUTH OF THE CENTERLINE OF THE
 JC0903'HIGHWAY, AT A 12-INCH HICKORY TREE WITH A TRIANGULAR BLAZE, AND
 JC0903'IN A ROOT ON THE WEST SIDE.  A U.S. GEOLOGICAL SURVEY STANDARD
 JC0903'COPPER NAIL AND WASHER.  NOTE-- THE TREE IN WHICH THE MARK WAS
 JC0903'SET COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0367 ***********************************************************************
 HD0367  DESIGNATION -  93 M
 HD0367  PID         -  HD0367
 HD0367  STATE/COUNTY-  MO/LACLEDE
 HD0367  USGS QUAD   -  ELDRIDGE EAST (1985)
 HD0367
 HD0367                         *CURRENT SURVEY CONTROL
 HD0367  ___________________________________________________________________
 HD0367* NAD 83(1997)-  37 50 01.24391(N)    092 41 40.74069(W)     ADJUSTED  
 HD0367* NAVD 88     -       343.961  (meters)    1128.48   (feet)  ADJUSTED  
 HD0367  ___________________________________________________________________
 HD0367  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HD0367  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HD0367  DYNAMIC HT  -         343.701 (meters)    1127.63  (feet)  COMP
 HD0367  MODELED GRAV-     979,864.9   (mgal)                       NAVD 88
 HD0367
 HD0367  HORZ ORDER  -  SECOND
 HD0367  VERT ORDER  -  SECOND    CLASS 0
 HD0367
 HD0367.The horizontal coordinates were established by classical geodetic methods
 HD0367.and adjusted by the National Geodetic Survey in February 2000..
 HD0367
 HD0367.The orthometric height was determined by differential leveling
 HD0367.and adjusted by the National Geodetic Survey in June 1991..
 HD0367
 HD0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0367
 HD0367.The geoid height was determined by GEOID03.
 HD0367
 HD0367.The dynamic height is computed by dividing the NAVD 88
 HD0367.geopotential number by the normal gravity value computed on the
 HD0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0367.degrees latitude (g = 980.6199 gals.).
 HD0367
 HD0367.The modeled gravity was interpolated from observed gravity values.
 HD0367
 HD0367;                    North         East     Units Scale Factor Converg.
 HD0367;SPC MO C     -   221,990.513   482,865.988   MT  0.99993695   -0 07 09.8
 HD0367;UTM  15      - 4,187,405.522   526,869.364   MT  0.99960889   +0 11 14.3
 HD0367
 HD0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0367!SPC MO C     -   0.99995087  x   0.99993695  =   0.99988782
 HD0367!UTM  15      -   0.99995087  x   0.99960889  =   0.99955978
 HD0367
 HD0367                          SUPERSEDED SURVEY CONTROL
 HD0367
 HD0367  NAD 83(1986)-  37 50 01.25562(N)    092 41 40.74044(W) AD(       ) 2
 HD0367  NAD 27      -  37 50 01.11600(N)    092 41 40.09500(W) AD(       ) 2
 HD0367  NGVD 29 (??/??/92)  343.851  (m)         1128.12   (f) ADJ UNCH    2 0
 HD0367
 HD0367.Superseded values are not recommended for survey control.
 HD0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0367.See file dsdata.txt to determine how the superseded data were derived.
 HD0367
 HD0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2686987406(NAD 83)
 HD0367_MARKER: DD = SURVEY DISK
 HD0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0367_SP_SET: CISTERN TOP
 HD0367_STAMPING: 93 M 1931 1127.4
 HD0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0367
 HD0367  HISTORY     - Date     Condition        Report By
 HD0367  HISTORY     - 1947     MONUMENTED       USGS
 HD0367  HISTORY     - 1934     GOOD             NGS
 HD0367
 HD0367                          STATION DESCRIPTION
 HD0367
 HD0367'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (MEW)
 HD0367'THE STATION IS LOCATED ABOUT 12.5 MILES SOUTH-SOUTHEAST OF
 HD0367'CAMDENTON, 3 MILES EAST OF ELDRIDGE, AT THE NORTH OF
 HD0367'MR. WANGERS STORE, 5 FEET EAST OF THE NORTHEAST CORNER OF
 HD0367'THE STORE AND IN THE NORTHEAST CORNER OF THE CONCRETE CURB OF A
 HD0367'WELL.
 HD0367'
 HD0367'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HD0367'WOODMOUNT TO BM 93 M 1931 (USGS).  IT IS (161.99 FEET) 49.375
 HD0367'METERS SOUTH-SOUTHEAST OF THE STATION.
 HD0367'
 HD0367'TO REACH FROM THE INTERSECTION OF US HIGHWAY 54 AND STATE
 HD0367'HIGHWAY 5 IN CAMDENTON, GO SOUTH ON STATE HIGHWAY 5 FOR
 HD0367'14.6 MILES TO STORE ON THE LEFT AND STATION.
 HD0367'
 HD0367'MR. WANGER WILL DESTROY THE MARK IN MAKING REPAIRS TO THE
 HD0367'WELL, IN THE NEAR FUTURE.
 HD0367
 HD0367                          STATION RECOVERY (1934)
 HD0367
 HD0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 HD0367'5.4 MI S FROM DECATURVILLE.
 HD0367'IN LACLEDE COUNTY, 5.4 MILES SOUTH ALONG STATE HIGHWAY 5 FROM
 HD0367'DECATURVILLE, CAMDEN COUNTY, IN THE NORTHWEST CORNER OF THE
 HD0367'NORTHEAST QUARTER OF SECTION 28, T 36 N, R 16 W, 580 FEET
 HD0367'SOUTHEAST OF A ROAD INTERSECTION, 80 FEET EAST OF THE HIGHWAY,
 HD0367'12 FEET NORTH OF THE NORTHEAST CORNER OF A SERVICE STATION,
 HD0367'AND IN THE TOP OF A CONCRETE CISTERN TOP.  A UNITED STATES
 HD0367'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 93 M 1931 1127.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0809 ***********************************************************************
 JC0809  DESIGNATION -  930.9
 JC0809  PID         -  JC0809
 JC0809  STATE/COUNTY-  MO/GASCONADE
 JC0809  USGS QUAD   -  OWENSVILLE EAST (1980)
 JC0809
 JC0809                         *CURRENT SURVEY CONTROL
 JC0809  ___________________________________________________________________
 JC0809* NAD 83(1986)-  38 20 16.     (N)    091 29 41.     (W)     SCALED    
 JC0809* NAVD 88     -       283.899  (meters)     931.43   (feet)  ADJUSTED  
 JC0809  ___________________________________________________________________
 JC0809  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JC0809  DYNAMIC HT  -         283.703 (meters)     930.78  (feet)  COMP
 JC0809  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 JC0809
 JC0809  VERT ORDER  -  SECOND    CLASS 0
 JC0809
 JC0809.The horizontal coordinates were scaled from a topographic map and have
 JC0809.an estimated accuracy of +/- 6 seconds.
 JC0809
 JC0809.The orthometric height was determined by differential leveling
 JC0809.and adjusted by the National Geodetic Survey in June 1991..
 JC0809
 JC0809.The geoid height was determined by GEOID03.
 JC0809
 JC0809.The dynamic height is computed by dividing the NAVD 88
 JC0809.geopotential number by the normal gravity value computed on the
 JC0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0809.degrees latitude (g = 980.6199 gals.).
 JC0809
 JC0809.The modeled gravity was interpolated from observed gravity values.
 JC0809
 JC0809;                    North         East    Units  Estimated Accuracy
 JC0809;SPC MO E     -   278,390.      163,040.      MT  (+/- 180 meters Scaled)
 JC0809
 JC0809                          SUPERSEDED SURVEY CONTROL
 JC0809
 JC0809  NGVD 29 (??/??/92)  283.892  (m)          931.40   (f) ADJ UNCH    2 0
 JC0809
 JC0809.Superseded values are not recommended for survey control.
 JC0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0809.See file dsdata.txt to determine how the superseded data were derived.
 JC0809
 JC0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC315443(NAD 83)
 JC0809_MARKER: Q = CHISELED SQUARE
 JC0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0809_SP_SET: CULVERT
 JC0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0809
 JC0809  HISTORY     - Date     Condition        Report By
 JC0809  HISTORY     - UNK      MONUMENTED       USGS
 JC0809  HISTORY     - 1935     GOOD             NGS
 JC0809
 JC0809                          STATION DESCRIPTION
 JC0809
 JC0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0809'0.6 MI S FROM OWENSVILLE.
 JC0809'0.6 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE HIGH SCHOOL AT
 JC0809'OWENSVILLE, GASCONADE COUNTY, AT THE INTERSECTION OF A ROAD
 JC0809'LEADING TO TEA, AT AN 18-INCH CORRUGATED-IRON CULVERT UNDER THE
 JC0809'HIGHWAY, ON THE CENTER OF THE EAST CONCRETE HEAD WALL, AND 15
 JC0809'YARDS NORTH OF THE CENTER LINE OF THE CROSS ROAD.  A CHISELED
 JC0809'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0124 ***********************************************************************
 JC0124  DESIGNATION -  9=3/1 BOLT
 JC0124  PID         -  JC0124
 JC0124  STATE/COUNTY-  MO/ST LOUIS
 JC0124  USGS QUAD   -  FLORISSANT (1998)
 JC0124
 JC0124                         *CURRENT SURVEY CONTROL
 JC0124  ___________________________________________________________________
 JC0124* NAD 83(1986)-  38 51 30.     (N)    090 16 38.     (W)     SCALED    
 JC0124* NAVD 88     -       134.47   (+/-2cm)     441.2    (feet)  VERTCON   
 JC0124  ___________________________________________________________________
 JC0124  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JC0124
 JC0124  VERT ORDER  -  ? (See Below)
 JC0124
 JC0124.The horizontal coordinates were scaled from a topographic map and have
 JC0124.an estimated accuracy of +/- 6 seconds.
 JC0124
 JC0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0124.The vertical order pertains to the NGVD 29 superseded value.
 JC0124
 JC0124.The geoid height was determined by GEOID03.
 JC0124
 JC0124;                    North         East    Units  Estimated Accuracy
 JC0124;SPC MO E     -   335,730.      269,340.      MT  (+/- 180 meters Scaled)
 JC0124
 JC0124                          SUPERSEDED SURVEY CONTROL
 JC0124
 JC0124  NGVD 29 (??/??/92)  134.455  (m)          441.12   (f) ADJ UNCH    ?  
 JC0124
 JC0124.Superseded values are not recommended for survey control.
 JC0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0124.See file dsdata.txt to determine how the superseded data were derived.
 JC0124
 JC0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD362045(NAD 83)
 JC0124_MARKER: B = BOLT
 JC0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0124_SP_SET: STONE
 JC0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0124+STABILITY: SURFACE MOTION
 JC0124
 JC0124  HISTORY     - Date     Condition        Report By
 JC0124  HISTORY     - UNK      MONUMENTED       MORC
 JC0124  HISTORY     - 1934     MARK NOT FOUND   NGS
 JC0124
 JC0124                          STATION DESCRIPTION
 JC0124
 JC0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0124'2 MI NW FROM JAMESTOWN LANDING.
 JC0124'ABOUT 2 MILES UPSTREAM FROM JAMESTOWN LANDING, ST. LOUIS COUNTY,
 JC0124'ON THE WM. BERGER PROPERTY, AT THE FOOT OF A BLUFF, ABOUT 500
 JC0124'FEET FROM THE RIVER, AND 75 FEET WEST OF A SMALL STREAM.  A
 JC0124'COPPER BOLT LEADED IN THE TOP OF A STONE 18 INCHES SQUARE AND
 JC0124'SET ABOUT 4 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0125 ***********************************************************************
 JC0125  DESIGNATION -  9=3/1 CAP
 JC0125  PID         -  JC0125
 JC0125  STATE/COUNTY-  MO/ST LOUIS
 JC0125  USGS QUAD   -  FLORISSANT (1998)
 JC0125
 JC0125                         *CURRENT SURVEY CONTROL
 JC0125  ___________________________________________________________________
 JC0125* NAD 83(1986)-  38 51 30.     (N)    090 16 38.     (W)     SCALED    
 JC0125* NAVD 88     -       135.71   (+/-2cm)     445.2    (feet)  VERTCON   
 JC0125  ___________________________________________________________________
 JC0125  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JC0125
 JC0125  VERT ORDER  -  ? (See Below)
 JC0125
 JC0125.The horizontal coordinates were scaled from a topographic map and have
 JC0125.an estimated accuracy of +/- 6 seconds.
 JC0125
 JC0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0125.The vertical order pertains to the NGVD 29 superseded value.
 JC0125
 JC0125.The geoid height was determined by GEOID03.
 JC0125
 JC0125;                    North         East    Units  Estimated Accuracy
 JC0125;SPC MO E     -   335,730.      269,340.      MT  (+/- 180 meters Scaled)
 JC0125
 JC0125                          SUPERSEDED SURVEY CONTROL
 JC0125
 JC0125  NGVD 29 (??/??/92)  135.695  (m)          445.19   (f) ADJ UNCH    ?  
 JC0125
 JC0125.Superseded values are not recommended for survey control.
 JC0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0125.See file dsdata.txt to determine how the superseded data were derived.
 JC0125
 JC0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD362045(NAD 83)
 JC0125_MARKER: P = PIPE CAP
 JC0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0125
 JC0125  HISTORY     - Date     Condition        Report By
 JC0125  HISTORY     - UNK      MONUMENTED       MORC
 JC0125  HISTORY     - 1934     MARK NOT FOUND   NGS
 JC0125
 JC0125                          STATION DESCRIPTION
 JC0125
 JC0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0125'2 MI NW FROM JAMESTOWN LANDING.
 JC0125'ABOUT 2 MILES UPSTREAM FROM JAMESTOWN LANDING, ST. LOUIS COUNTY,
 JC0125'ON THE WM. BERGER PROPERTY, AT THE FOOT OF A BLUFF, ABOUT 500
 JC0125'FEET FROM THE RIVER, AND 75 FEET WEST OF A SMALL STREAM.  AN
 JC0125'IRON PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0562 ***********************************************************************
 HD0562  DESIGNATION -  931.7
 HD0562  PID         -  HD0562
 HD0562  STATE/COUNTY-  MO/HICKORY
 HD0562  USGS QUAD   -  BRANCH (1972)
 HD0562
 HD0562                         *CURRENT SURVEY CONTROL
 HD0562  ___________________________________________________________________
 HD0562* NAD 83(1986)-  37 56 22.     (N)    093 07 21.     (W)     SCALED    
 HD0562* NAVD 88     -       283.832  (meters)     931.21   (feet)  ADJUSTED  
 HD0562  ___________________________________________________________________
 HD0562  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HD0562  DYNAMIC HT  -         283.623 (meters)     930.52  (feet)  COMP
 HD0562  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 HD0562
 HD0562  VERT ORDER  -  SECOND    CLASS 0
 HD0562
 HD0562.The horizontal coordinates were scaled from a topographic map and have
 HD0562.an estimated accuracy of +/- 6 seconds.
 HD0562
 HD0562.The orthometric height was determined by differential leveling
 HD0562.and adjusted by the National Geodetic Survey in June 1991..
 HD0562
 HD0562.The geoid height was determined by GEOID03.
 HD0562
 HD0562.The dynamic height is computed by dividing the NAVD 88
 HD0562.geopotential number by the normal gravity value computed on the
 HD0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0562.degrees latitude (g = 980.6199 gals.).
 HD0562
 HD0562.The modeled gravity was interpolated from observed gravity values.
 HD0562
 HD0562;                    North         East    Units  Estimated Accuracy
 HD0562;SPC MO C     -   233,890.      445,280.      MT  (+/- 180 meters Scaled)
 HD0562
 HD0562                          SUPERSEDED SURVEY CONTROL
 HD0562
 HD0562  NGVD 29 (??/??/92)  283.724  (m)          930.85   (f) ADJ UNCH    2 0
 HD0562
 HD0562.Superseded values are not recommended for survey control.
 HD0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0562.See file dsdata.txt to determine how the superseded data were derived.
 HD0562
 HD0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB892991(NAD 83)
 HD0562_MARKER: Q = CHISELED SQUARE
 HD0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0562_SP_SET: CULVERT
 HD0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0562
 HD0562  HISTORY     - Date     Condition        Report By
 HD0562  HISTORY     - UNK      MONUMENTED       USGS
 HD0562  HISTORY     - 1934     GOOD             NGS
 HD0562  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 HD0562
 HD0562                          STATION DESCRIPTION
 HD0562
 HD0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0562'5.1 MI E FROM PRESTON.
 HD0562'5.1 MILES EAST ALONG U.S. HIGHWAY 54 FROM PRESTON, HICKORY COUNTY,
 HD0562'320 FEET WEST OF THE JUNCTION OF A ROAD LEADING NORTH, AT A
 HD0562'CONCRETE CULVERT, AND ON THE TOP OF THE SOUTH HEADWALL.  A
 HD0562'CHISELED SQUARE.
 HD0562
 HD0562                          STATION RECOVERY (1999)
 HD0562
 HD0562'RECOVERY NOTE BY US POWER SQUADRON 1999
 HD0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0831 ***********************************************************************
 KD0831  DESIGNATION -  932
 KD0831  PID         -  KD0831
 KD0831  STATE/COUNTY-  MO/DAVIESS
 KD0831  USGS QUAD   -  GALLATIN (1984)
 KD0831
 KD0831                         *CURRENT SURVEY CONTROL
 KD0831  ___________________________________________________________________
 KD0831* NAD 83(1986)-  39 54 52.     (N)    093 57 42.     (W)     SCALED    
 KD0831* NAVD 88     -       284.035  (meters)     931.87   (feet)  ADJUSTED  
 KD0831  ___________________________________________________________________
 KD0831  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0831  DYNAMIC HT  -         283.871 (meters)     931.33  (feet)  COMP
 KD0831  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 KD0831
 KD0831  VERT ORDER  -  SECOND    CLASS 0
 KD0831
 KD0831.The horizontal coordinates were scaled from a topographic map and have
 KD0831.an estimated accuracy of +/- 6 seconds.
 KD0831
 KD0831.The orthometric height was determined by differential leveling
 KD0831.and adjusted by the National Geodetic Survey in June 1991..
 KD0831
 KD0831.The geoid height was determined by GEOID03.
 KD0831
 KD0831.The dynamic height is computed by dividing the NAVD 88
 KD0831.geopotential number by the normal gravity value computed on the
 KD0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0831.degrees latitude (g = 980.6199 gals.).
 KD0831
 KD0831.The modeled gravity was interpolated from observed gravity values.
 KD0831
 KD0831;                    North         East    Units  Estimated Accuracy
 KD0831;SPC MO W     -   416,110.      896,030.      MT  (+/- 180 meters Scaled)
 KD0831
 KD0831                          SUPERSEDED SURVEY CONTROL
 KD0831
 KD0831  NGVD 29 (??/??/92)  283.963  (m)          931.64   (f) ADJ UNCH    2 0
 KD0831
 KD0831.Superseded values are not recommended for survey control.
 KD0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0831.See file dsdata.txt to determine how the superseded data were derived.
 KD0831
 KD0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE178187(NAD 83)
 KD0831_MARKER: DB = BENCH MARK DISK
 KD0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0831_SP_SET: STONE
 KD0831_STAMPING: 932 MO 1920
 KD0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0831+STABILITY: SURFACE MOTION
 KD0831
 KD0831  HISTORY     - Date     Condition        Report By
 KD0831  HISTORY     - 1920     MONUMENTED       USGS
 KD0831  HISTORY     - 1935     GOOD             NGS
 KD0831
 KD0831                          STATION DESCRIPTION
 KD0831
 KD0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0831'AT GALLATIN.
 KD0831'AT GALLATIN, DAVIESS COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 KD0831'SOUTH WALL OF THE BUILDING, 15 FEET EAST OF THE SOUTHWEST CORNER,
 KD0831'12 FEET WEST OF THE SOUTH ENTRANCE, IN THE FACE OF A 3-INCH
 KD0831'STONE, AND 3 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL
 KD0831'SURVEY STANDARD DISK, STAMPED 932 MO 1920 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0377 ***********************************************************************
 JD0377  DESIGNATION -  933.15
 JD0377  PID         -  JD0377
 JD0377  STATE/COUNTY-  MO/MORGAN
 JD0377  USGS QUAD   -  TIPTON (1979)
 JD0377
 JD0377                         *CURRENT SURVEY CONTROL
 JD0377  ___________________________________________________________________
 JD0377* NAD 83(1986)-  38 40 18.     (N)    092 51 32.     (W)     SCALED    
 JD0377* NAVD 88     -       284.647  (meters)     933.88   (feet)  ADJUSTED  
 JD0377  ___________________________________________________________________
 JD0377  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0377  DYNAMIC HT  -         284.453 (meters)     933.24  (feet)  COMP
 JD0377  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 JD0377
 JD0377  VERT ORDER  -  FIRST     CLASS II
 JD0377
 JD0377.The horizontal coordinates were scaled from a topographic map and have
 JD0377.an estimated accuracy of +/- 6 seconds.
 JD0377
 JD0377.The orthometric height was determined by differential leveling
 JD0377.and adjusted by the National Geodetic Survey in June 1991..
 JD0377
 JD0377.The geoid height was determined by GEOID03.
 JD0377
 JD0377.The dynamic height is computed by dividing the NAVD 88
 JD0377.geopotential number by the normal gravity value computed on the
 JD0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0377.degrees latitude (g = 980.6199 gals.).
 JD0377
 JD0377.The modeled gravity was interpolated from observed gravity values.
 JD0377
 JD0377;                    North         East    Units  Estimated Accuracy
 JD0377;SPC MO C     -   315,050.      468,770.      MT  (+/- 180 meters Scaled)
 JD0377
 JD0377                          SUPERSEDED SURVEY CONTROL
 JD0377
 JD0377  NGVD 29 (??/??/92)  284.546  (m)          933.55   (f) ADJ UNCH    1 2
 JD0377
 JD0377.Superseded values are not recommended for survey control.
 JD0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0377.See file dsdata.txt to determine how the superseded data were derived.
 JD0377
 JD0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC122803(NAD 83)
 JD0377_MARKER: Q = CHISELED SQUARE
 JD0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0377_SP_SET: OVERPASS
 JD0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0377
 JD0377  HISTORY     - Date     Condition        Report By
 JD0377  HISTORY     - UNK      MONUMENTED       USGS
 JD0377  HISTORY     - 1963     GOOD             NGS
 JD0377
 JD0377                          STATION DESCRIPTION
 JD0377
 JD0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0377'0.8 MI E FROM SYRACUSE.
 JD0377'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0377'STATION AT SYRACUSE, AT RAILROAD OVERPASS NO. 1673, 7.0 FEET
 JD0377'SOUTH OF THE SOUTH RAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JD0377'TRACK, A CHISELED SQUARE IN THE TOP OF THE SOUTH END OF THE
 JD0377'EAST CONCRETE ABUTMENT OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0233 ***********************************************************************
 JD0233  DESIGNATION -  934
 JD0233  PID         -  JD0233
 JD0233  STATE/COUNTY-  MO/MILLER
 JD0233  USGS QUAD   -  ELDON (1983)
 JD0233
 JD0233                         *CURRENT SURVEY CONTROL
 JD0233  ___________________________________________________________________
 JD0233* NAD 83(1986)-  38 20 59.     (N)    092 34 49.     (W)     SCALED    
 JD0233* NAVD 88     -       284.532  (meters)     933.50   (feet)  ADJUSTED  
 JD0233  ___________________________________________________________________
 JD0233  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JD0233  DYNAMIC HT  -         284.332 (meters)     932.85  (feet)  COMP
 JD0233  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 JD0233
 JD0233  VERT ORDER  -  SECOND    CLASS 0
 JD0233
 JD0233.The horizontal coordinates were scaled from a topographic map and have
 JD0233.an estimated accuracy of +/- 6 seconds.
 JD0233
 JD0233.The orthometric height was determined by differential leveling
 JD0233.and adjusted by the National Geodetic Survey in June 1991..
 JD0233
 JD0233.The geoid height was determined by GEOID03.
 JD0233
 JD0233.The dynamic height is computed by dividing the NAVD 88
 JD0233.geopotential number by the normal gravity value computed on the
 JD0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0233.degrees latitude (g = 980.6199 gals.).
 JD0233
 JD0233.The modeled gravity was interpolated from observed gravity values.
 JD0233
 JD0233;                    North         East    Units  Estimated Accuracy
 JD0233;SPC MO C     -   279,250.      492,980.      MT  (+/- 180 meters Scaled)
 JD0233
 JD0233                          SUPERSEDED SURVEY CONTROL
 JD0233
 JD0233  NGVD 29 (??/??/92)  284.469  (m)          933.30   (f) ADJ UNCH    2 0
 JD0233
 JD0233.Superseded values are not recommended for survey control.
 JD0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0233.See file dsdata.txt to determine how the superseded data were derived.
 JD0233
 JD0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC366447(NAD 83)
 JD0233_MARKER: DD = SURVEY DISK
 JD0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0233_SP_SET: BUILDING WALL
 JD0233_STAMPING: 934 VRSLS
 JD0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0233
 JD0233  HISTORY     - Date     Condition        Report By
 JD0233  HISTORY     - UNK      MONUMENTED       USGS
 JD0233  HISTORY     - 1935     GOOD             NGS
 JD0233
 JD0233                          STATION DESCRIPTION
 JD0233
 JD0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD0233'AT ELDON.
 JD0233'AT ELDON, AT THE BANK OF ELDON, IN THE EAST BRICK WALL OF THE
 JD0233'BUILDING, NEAR THE NORTHEAST CORNER, AND 2 FEET ABOVE THE SIDEWALK.
 JD0233'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 934 VRSLS
 JD0233'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0678 ***********************************************************************
 JC0678  DESIGNATION -  941.0
 JC0678  PID         -  JC0678
 JC0678  STATE/COUNTY-  MO/GASCONADE
 JC0678  USGS QUAD   -  SWISS (1973)
 JC0678
 JC0678                         *CURRENT SURVEY CONTROL
 JC0678  ___________________________________________________________________
 JC0678* NAD 83(1986)-  38 30 19.     (N)    091 27 41.     (W)     SCALED    
 JC0678* NAVD 88     -       286.937  (meters)     941.39   (feet)  ADJUSTED  
 JC0678  ___________________________________________________________________
 JC0678  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JC0678  DYNAMIC HT  -         286.743 (meters)     940.76  (feet)  COMP
 JC0678  MODELED GRAV-     979,944.8   (mgal)                       NAVD 88
 JC0678
 JC0678  VERT ORDER  -  SECOND    CLASS 0
 JC0678
 JC0678.The horizontal coordinates were scaled from a topographic map and have
 JC0678.an estimated accuracy of +/- 6 seconds.
 JC0678
 JC0678.The orthometric height was determined by differential leveling
 JC0678.and adjusted by the National Geodetic Survey in June 1991..
 JC0678
 JC0678.The geoid height was determined by GEOID03.
 JC0678
 JC0678.The dynamic height is computed by dividing the NAVD 88
 JC0678.geopotential number by the normal gravity value computed on the
 JC0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0678.degrees latitude (g = 980.6199 gals.).
 JC0678
 JC0678.The modeled gravity was interpolated from observed gravity values.
 JC0678
 JC0678;                    North         East    Units  Estimated Accuracy
 JC0678;SPC MO E     -   296,950.      166,150.      MT  (+/- 180 meters Scaled)
 JC0678
 JC0678                          SUPERSEDED SURVEY CONTROL
 JC0678
 JC0678  NGVD 29 (??/??/92)  286.939  (m)          941.40   (f) ADJ UNCH    2 0
 JC0678
 JC0678.Superseded values are not recommended for survey control.
 JC0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0678.See file dsdata.txt to determine how the superseded data were derived.
 JC0678
 JC0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC341630(NAD 83)
 JC0678_MARKER: Q = CHISELED SQUARE
 JC0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0678_SP_SET: CULVERT
 JC0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0678
 JC0678  HISTORY     - Date     Condition        Report By
 JC0678  HISTORY     - UNK      MONUMENTED       USGS
 JC0678  HISTORY     - 1938     GOOD             NGS
 JC0678
 JC0678                          STATION DESCRIPTION
 JC0678
 JC0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0678'2.5 MI N FROM DRAKE.
 JC0678'2.5 MILES NORTH ALONG STATE HIGHWAY 19 FROM DRAKE, GASCONADE
 JC0678'COUNTY, 50 YARDS NORTH OF A WOODS WEST OF THE ROAD, AT THE
 JC0678'NORTH EDGE OF A WOODS EAST OF THE ROAD, 20 FEET EAST OF THE
 JC0678'CENTERLINE OF THE HIGHWAY, AND ON THE TOP OF A CONCRETE CULVERT.
 JC0678'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1506 ***********************************************************************
 JC1506  DESIGNATION -  942
 JC1506  PID         -  JC1506
 JC1506  STATE/COUNTY-  MO/GASCONADE
 JC1506  USGS QUAD   -  REDBIRD (1980)
 JC1506
 JC1506                         *CURRENT SURVEY CONTROL
 JC1506  ___________________________________________________________________
 JC1506* NAD 83(1997)-  38 09 09.37395(N)    091 32 36.20200(W)     ADJUSTED  
 JC1506* NAVD 88     -       287.10   (+/-2cm)     941.9    (feet)  VERTCON   
 JC1506  ___________________________________________________________________
 JC1506  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 JC1506  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JC1506
 JC1506  HORZ ORDER  -  SECOND
 JC1506  VERT ORDER  -  THIRD ? (See Below)
 JC1506
 JC1506.The horizontal coordinates were established by classical geodetic methods
 JC1506.and adjusted by the National Geodetic Survey in February 2000..
 JC1506
 JC1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1506.The vertical order pertains to the NGVD 29 superseded value.
 JC1506
 JC1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1506
 JC1506.The geoid height was determined by GEOID03.
 JC1506
 JC1506;                    North         East     Units Scale Factor Converg.
 JC1506;SPC MO E     -   257,884.229   158,551.657   MT  1.00003629   -0 38 40.6
 JC1506;SPC MO C     -   257,802.214   583,842.391   MT  1.00001988   +0 35 27.6
 JC1506;UTM  15      - 4,223,749.252   627,624.338   MT  0.99980060   +0 53 59.8
 JC1506
 JC1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1506!SPC MO E     -   0.99995980  x   1.00003629  =   0.99999609
 JC1506!SPC MO C     -   0.99995980  x   1.00001988  =   0.99997968
 JC1506!UTM  15      -   0.99995980  x   0.99980060  =   0.99976041
 JC1506
 JC1506                          SUPERSEDED SURVEY CONTROL
 JC1506
 JC1506  NAD 83(1986)-  38 09 09.38927(N)    091 32 36.20162(W) AD(       ) 2
 JC1506  NAD 27      -  38 09 09.22500(N)    091 32 35.63500(W) AD(       ) 2
 JC1506  NGVD 29 (07/19/86)  287.08   (m)          941.9    (f) LEVELING    3  
 JC1506
 JC1506.Superseded values are not recommended for survey control.
 JC1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1506.See file dsdata.txt to determine how the superseded data were derived.
 JC1506
 JC1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC2762423749(NAD 83)
 JC1506_MARKER: DB = BENCH MARK DISK
 JC1506_SETTING: 0 = UNSPECIFIED SETTING
 JC1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1506+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005
 JC1506
 JC1506  HISTORY     - Date     Condition        Report By
 JC1506  HISTORY     - 1947     MONUMENTED       USGS
 JC1506  HISTORY     - 20050606 GOOD             MODNR
 JC1506
 JC1506                          STATION DESCRIPTION
 JC1506
 JC1506'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FRG)
 JC1506'STATION IS LOCATED ABOUT 12-1/2 MILES EAST NORTH-EAST OF VICHY
 JC1506'AND ABOUT 10-1/2 MILES NORTHEAST OF ST. JAMES AT THE INTERSECTION
 JC1506'OF TWO GRAVEL ROADS.  IT IS 49.4 FT. SOUTH OF REFERENCE MARK
 JC1506'NO 1 BIRD, 33 FT. NORTHEAST OF THE APPROXIMATE CENTER OF THE
 JC1506'CROSSROADS 6.5 FT. EAST OF A CORNER POST AND 0.8 FT. SOUTH OF
 JC1506'A FENCE.  IT IS ON A STEEL PIPE THAT IS 2.0 FT. HIGH AND 3
 JC1506'INCHES IN DIAMETER, AND THE DISK IS WELDED TO THE TOP OF THE
 JC1506'PIPE.  THE DISK IS A U.S.G.S. B.M. AND IS STAMPED 942.  (FEET
 JC1506'ABOVE SEA LEVEL.)
 JC1506'
 JC1506'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BIRD.  THE
 JC1506'DISTANCE WAS 24.708 METERS.  81.06 FEET.
 JC1506'
 JC1506'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 66 AND
 JC1506'COUNTY ROUTE B IN ST. JAMES GO NORTH ON COUNTY ROUTE B FOR 10.5
 JC1506'MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO EAST AND NORTH FOR
 JC1506'2.3 MILES TO ANOTHER T ROAD, NORTH.  TURN LEFT AND GO NORTH
 JC1506'FOR 0.4 MILE TO STATION ON RIGHT OR NORTHEAST OF INTERSECTION
 JC1506'AS DESCRIBED.
 JC1506
 JC1506                          STATION RECOVERY (2005)
 JC1506
 JC1506'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC)
 JC1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1379 ***********************************************************************
 HB1379  DESIGNATION -  94.6
 HB1379  PID         -  HB1379
 HB1379  STATE/COUNTY-  MO/PERRY
 HB1379  USGS QUAD   -  ROCKWOOD (1994)
 HB1379
 HB1379                         *CURRENT SURVEY CONTROL
 HB1379  ___________________________________________________________________
 HB1379* NAD 83(1986)-  37 45 14.     (N)    089 40 14.     (W)     SCALED    
 HB1379* NAVD 88     -       106.411  (meters)     349.12   (feet)  ADJUSTED  
 HB1379  ___________________________________________________________________
 HB1379  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 HB1379  DYNAMIC HT  -         106.337 (meters)     348.87  (feet)  COMP
 HB1379  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 HB1379
 HB1379  VERT ORDER  -  FIRST     CLASS II
 HB1379
 HB1379.The horizontal coordinates were scaled from a topographic map and have
 HB1379.an estimated accuracy of +/- 6 seconds.
 HB1379
 HB1379.The orthometric height was determined by differential leveling
 HB1379.and adjusted by the National Geodetic Survey in June 1991..
 HB1379
 HB1379.The geoid height was determined by GEOID03.
 HB1379
 HB1379.The dynamic height is computed by dividing the NAVD 88
 HB1379.geopotential number by the normal gravity value computed on the
 HB1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1379.degrees latitude (g = 980.6199 gals.).
 HB1379
 HB1379.The modeled gravity was interpolated from observed gravity values.
 HB1379
 HB1379;                    North         East    Units  Estimated Accuracy
 HB1379;SPC MO E     -   213,440.      323,090.      MT  (+/- 180 meters Scaled)
 HB1379
 HB1379                          SUPERSEDED SURVEY CONTROL
 HB1379
 HB1379  NGVD 29 (??/??/??)  106.334  (m)          348.86   (f) ADJUSTED    1 2
 HB1379
 HB1379.Superseded values are not recommended for survey control.
 HB1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1379.See file dsdata.txt to determine how the superseded data were derived.
 HB1379
 HB1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG647818(NAD 83)
 HB1379_MARKER: DD = SURVEY DISK
 HB1379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HB1379_SP_SET: ROCK JETTY
 HB1379_STAMPING: 94.6
 HB1379_MARK LOGO: USE   
 HB1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1379+STABILITY: SURFACE MOTION
 HB1379
 HB1379  HISTORY     - Date     Condition        Report By
 HB1379  HISTORY     - UNK      MONUMENTED       DOD
 HB1379  HISTORY     - 1981     GOOD             NGS
 HB1379
 HB1379                          STATION DESCRIPTION
 HB1379
 HB1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1379'5.6 KM (3.5 MI) SE FROM MENFRO.
 HB1379'4.3 KILOMETERS (2.7 MILES) SOUTHEAST ALONG THE TOP OF THE SECONDARY
 HB1379'LEVEE FROM INTERSECTION OF COUNTY ROAD C IN MENFRO TO A BEND IN THE
 HB1379'LEVEE AND THE JUNCTION OF A DIRT ROAD LEADING EAST, THENCE 0.55
 HB1379'KILOMETER (0.35 MILE) EAST, THENCE 0.7 KILOMETER (0.45 MILE) SOUTH,
 HB1379'WALKING UNTIL A ROCK JETTY IS REACHED, LOCATED ON THE NORTH SIDE OF
 HB1379'THE MOUTH OF THE CINQUE HOMMES CREEK.
 HB1379'THE MARK IS 0.91 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0192 ***********************************************************************
 JD0192  DESIGNATION -  947.4
 JD0192  PID         -  JD0192
 JD0192  STATE/COUNTY-  MO/CAMDEN
 JD0192  USGS QUAD   -  CAMDENTON (1983)
 JD0192
 JD0192                         *CURRENT SURVEY CONTROL
 JD0192  ___________________________________________________________________
 JD0192* NAD 83(1986)-  38 01 13.     (N)    092 43 36.     (W)     SCALED    
 JD0192* NAVD 88     -       288.866  (meters)     947.72   (feet)  ADJUSTED  
 JD0192  ___________________________________________________________________
 JD0192  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JD0192  DYNAMIC HT  -         288.653 (meters)     947.02  (feet)  COMP
 JD0192  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 JD0192
 JD0192  VERT ORDER  -  SECOND    CLASS 0
 JD0192
 JD0192.The horizontal coordinates were scaled from a topographic map and have
 JD0192.an estimated accuracy of +/- 6 seconds.
 JD0192
 JD0192.The orthometric height was determined by differential leveling
 JD0192.and adjusted by the National Geodetic Survey in June 1991..
 JD0192
 JD0192.The geoid height was determined by GEOID03.
 JD0192
 JD0192.The dynamic height is computed by dividing the NAVD 88
 JD0192.geopotential number by the normal gravity value computed on the
 JD0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0192.degrees latitude (g = 980.6199 gals.).
 JD0192
 JD0192.The modeled gravity was interpolated from observed gravity values.
 JD0192
 JD0192;                    North         East    Units  Estimated Accuracy
 JD0192;SPC MO C     -   242,710.      480,100.      MT  (+/- 180 meters Scaled)
 JD0192
 JD0192                          SUPERSEDED SURVEY CONTROL
 JD0192
 JD0192  NGVD 29 (??/??/92)  288.771  (m)          947.41   (f) ADJ UNCH    2 0
 JD0192
 JD0192.Superseded values are not recommended for survey control.
 JD0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0192.See file dsdata.txt to determine how the superseded data were derived.
 JD0192
 JD0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC239081(NAD 83)
 JD0192_MARKER: N = NAIL
 JD0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0192_SP_SET: OAK TREE
 JD0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0192
 JD0192  HISTORY     - Date     Condition        Report By
 JD0192  HISTORY     - UNK      MONUMENTED       USGS
 JD0192  HISTORY     - 1934     GOOD             NGS
 JD0192
 JD0192                          STATION DESCRIPTION
 JD0192
 JD0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0192'1.3 MI E FROM CAMDENTON.
 JD0192'1.3 MILES EAST ALONG U.S. HIGHWAY 54 FROM CAMDENTON, 25 FEET
 JD0192'EAST OF THE CENTERLINE OF THE HIGHWAY, AT AN 18-INCH OAK TREE,
 JD0192'AND IN A ROOT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 JD0192'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0810 ***********************************************************************
 JC0810  DESIGNATION -  949.0
 JC0810  PID         -  JC0810
 JC0810  STATE/COUNTY-  MO/GASCONADE
 JC0810  USGS QUAD   -  OWENSVILLE EAST (1980)
 JC0810
 JC0810                         *CURRENT SURVEY CONTROL
 JC0810  ___________________________________________________________________
 JC0810* NAD 83(1986)-  38 19 39.     (N)    091 29 41.     (W)     SCALED    
 JC0810* NAVD 88     -       289.420  (meters)     949.54   (feet)  ADJUSTED  
 JC0810  ___________________________________________________________________
 JC0810  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JC0810  DYNAMIC HT  -         289.220 (meters)     948.88  (feet)  COMP
 JC0810  MODELED GRAV-     979,930.4   (mgal)                       NAVD 88
 JC0810
 JC0810  VERT ORDER  -  SECOND    CLASS 0
 JC0810
 JC0810.The horizontal coordinates were scaled from a topographic map and have
 JC0810.an estimated accuracy of +/- 6 seconds.
 JC0810
 JC0810.The orthometric height was determined by differential leveling
 JC0810.and adjusted by the National Geodetic Survey in June 1991..
 JC0810
 JC0810.The geoid height was determined by GEOID03.
 JC0810
 JC0810.The dynamic height is computed by dividing the NAVD 88
 JC0810.geopotential number by the normal gravity value computed on the
 JC0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0810.degrees latitude (g = 980.6199 gals.).
 JC0810
 JC0810.The modeled gravity was interpolated from observed gravity values.
 JC0810
 JC0810;                    North         East    Units  Estimated Accuracy
 JC0810;SPC MO E     -   277,250.      163,030.      MT  (+/- 180 meters Scaled)
 JC0810
 JC0810                          SUPERSEDED SURVEY CONTROL
 JC0810
 JC0810  NGVD 29 (??/??/92)  289.413  (m)          949.52   (f) ADJ UNCH    2 0
 JC0810
 JC0810.Superseded values are not recommended for survey control.
 JC0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0810.See file dsdata.txt to determine how the superseded data were derived.
 JC0810
 JC0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC315432(NAD 83)
 JC0810_MARKER: Q = CHISELED SQUARE
 JC0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0810_SP_SET: CULVERT
 JC0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0810
 JC0810  HISTORY     - Date     Condition        Report By
 JC0810  HISTORY     - UNK      MONUMENTED       USGS
 JC0810  HISTORY     - 1935     GOOD             NGS
 JC0810
 JC0810                          STATION DESCRIPTION
 JC0810
 JC0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0810'1.3 MI S FROM OWENSVILLE.
 JC0810'1.3 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE HIGH SCHOOL AT
 JC0810'OWENSVILLE, GASCONADE COUNTY, AT THE TOP OF A HILL NEAR SOME
 JC0810'FARM BUILDINGS, AT THE JUNCTION OF A GRAVEL ROAD, 8 YARDS WEST
 JC0810'OF THE CENTER LINE OF THE HIGHWAY, AT AN 18-INCH CORRUGATED-IRON
 JC0810'CULVERT UNDER THE ROAD, AND ON THE CENTER OF THE NORTH CONCRETE
 JC0810'HEAD WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0034 ***********************************************************************
 JE0034  DESIGNATION -  95 A
 JE0034  PID         -  JE0034
 JE0034  STATE/COUNTY-  MO/CASS
 JE0034  USGS QUAD   -  HARRISONVILLE (1981)
 JE0034
 JE0034                         *CURRENT SURVEY CONTROL
 JE0034  ___________________________________________________________________
 JE0034* NAD 83(1986)-  38 40 44.     (N)    094 20 25.     (W)     SCALED    
 JE0034* NAVD 88     -       300.175  (meters)     984.82   (feet)  ADJUSTED  
 JE0034  ___________________________________________________________________
 JE0034  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JE0034  DYNAMIC HT  -         299.971 (meters)     984.15  (feet)  COMP
 JE0034  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 JE0034
 JE0034  VERT ORDER  -  FIRST     CLASS II
 JE0034
 JE0034.The horizontal coordinates were scaled from a topographic map and have
 JE0034.an estimated accuracy of +/- 6 seconds.
 JE0034
 JE0034.The orthometric height was determined by differential leveling
 JE0034.and adjusted by the National Geodetic Survey in June 1991..
 JE0034
 JE0034.The geoid height was determined by GEOID03.
 JE0034
 JE0034.The dynamic height is computed by dividing the NAVD 88
 JE0034.geopotential number by the normal gravity value computed on the
 JE0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0034.degrees latitude (g = 980.6199 gals.).
 JE0034
 JE0034.The modeled gravity was interpolated from observed gravity values.
 JE0034
 JE0034;                    North         East    Units  Estimated Accuracy
 JE0034;SPC MO W     -   278,820.      863,900.      MT  (+/- 180 meters Scaled)
 JE0034
 JE0034                          SUPERSEDED SURVEY CONTROL
 JE0034
 JE0034  NGVD 29 (??/??/92)  300.060  (m)          984.45   (f) ADJ UNCH    1 2
 JE0034
 JE0034.Superseded values are not recommended for survey control.
 JE0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0034.See file dsdata.txt to determine how the superseded data were derived.
 JE0034
 JE0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC834819(NAD 83)
 JE0034_MARKER: Q = CHISELED SQUARE
 JE0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0034_SP_SET: CONCRETE BASE
 JE0034_MARK LOGO: NONE  
 JE0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0034
 JE0034  HISTORY     - Date     Condition        Report By
 JE0034  HISTORY     - 1938     MONUMENTED       USGS
 JE0034  HISTORY     - 1963     GOOD             NGS
 JE0034
 JE0034                          STATION DESCRIPTION
 JE0034
 JE0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0034'1.2 MI NE FROM HARRISONVILLE.
 JE0034'ABOUT 1.25 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0034'FROM THE STATION AT HARRISONVILLE, 3 POLES SOUTH OF MILEPOST
 JE0034'257-20, IN SECTION 27, T 45 N, R 31 W, 9 FEET WEST OF THE WEST
 JE0034'RAIL, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE RAILS, AND ON THE
 JE0034'TOP OF THE EAST EDGE OF THE CONCRETE BASE OF A SIGNAL BATTERY
 JE0034'BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0161 ***********************************************************************
 JE0161  DESIGNATION -  95 A
 JE0161  PID         -  JE0161
 JE0161  STATE/COUNTY-  MO/CASS
 JE0161  USGS QUAD   -  PECULIAR (1981)
 JE0161
 JE0161                         *CURRENT SURVEY CONTROL
 JE0161  ___________________________________________________________________
 JE0161* NAD 83(1986)-  38 39 12.     (N)    094 23 23.     (W)     SCALED    
 JE0161* NAVD 88     -       270.901  (meters)     888.78   (feet)  ADJUSTED  
 JE0161  ___________________________________________________________________
 JE0161  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0161  DYNAMIC HT  -         270.716 (meters)     888.17  (feet)  COMP
 JE0161  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 JE0161
 JE0161  VERT ORDER  -  FIRST     CLASS II
 JE0161
 JE0161.The horizontal coordinates were scaled from a topographic map and have
 JE0161.an estimated accuracy of +/- 6 seconds.
 JE0161
 JE0161.The orthometric height was determined by differential leveling
 JE0161.and adjusted by the National Geodetic Survey in June 1991..
 JE0161
 JE0161.The geoid height was determined by GEOID03.
 JE0161
 JE0161.The dynamic height is computed by dividing the NAVD 88
 JE0161.geopotential number by the normal gravity value computed on the
 JE0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0161.degrees latitude (g = 980.6199 gals.).
 JE0161
 JE0161.The modeled gravity was interpolated from observed gravity values.
 JE0161
 JE0161;                    North         East    Units  Estimated Accuracy
 JE0161;SPC MO W     -   275,970.      859,600.      MT  (+/- 180 meters Scaled)
 JE0161
 JE0161                          SUPERSEDED SURVEY CONTROL
 JE0161
 JE0161  NGVD 29 (??/??/92)  270.785  (m)          888.40   (f) ADJ UNCH    1 2
 JE0161
 JE0161.Superseded values are not recommended for survey control.
 JE0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0161.See file dsdata.txt to determine how the superseded data were derived.
 JE0161
 JE0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC790792(NAD 83)
 JE0161_MARKER: Q = CHISELED SQUARE
 JE0161_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JE0161_SP_SET: HEADWALL
 JE0161_MARK LOGO: NONE  
 JE0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0161
 JE0161  HISTORY     - Date     Condition        Report By
 JE0161  HISTORY     - 1938     MONUMENTED       USGS
 JE0161  HISTORY     - 1963     GOOD             NGS
 JE0161
 JE0161                          STATION DESCRIPTION
 JE0161
 JE0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0161'2.4 MI W FROM HARRISONVILLE.
 JE0161'ABOUT 0.4 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0161'FROM THE STATION AT HARRISONVILLE, THENCE 2.0 MILES WEST ALONG
 JE0161'THE ST. LOUIS-SAN FRANCISCO RAILWAY, IN SECTION 6, T 44 N, R
 JE0161'31 W, 5 POLES NORTHWEST OF MILEPOST 43, IN A CULVERT, 13 FEET
 JE0161'SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 6 FEET BELOW THE LEVEL
 JE0161'OF THE RAILS, AND ON THE TOP OF THE SOUTHWEST HEADWALL OF A
 JE0161'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0436 ***********************************************************************
 HC0436  DESIGNATION -  951
 HC0436  PID         -  HC0436
 HC0436  STATE/COUNTY-  MO/CRAWFORD
 HC0436  USGS QUAD   -  HUZZAH (1985)
 HC0436
 HC0436                         *CURRENT SURVEY CONTROL
 HC0436  ___________________________________________________________________
 HC0436* NAD 83(1986)-  37 57 06.     (N)    091 09 10.     (W)     SCALED    
 HC0436* NAVD 88     -       291.61   (+/-2cm)     956.7    (feet)  VERTCON   
 HC0436  ___________________________________________________________________
 HC0436  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 HC0436
 HC0436  VERT ORDER  -  ? (See Below)
 HC0436
 HC0436.The horizontal coordinates were scaled from a topographic map and have
 HC0436.an estimated accuracy of +/- 6 seconds.
 HC0436
 HC0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0436.The vertical order pertains to the NGVD 29 superseded value.
 HC0436
 HC0436.The geoid height was determined by GEOID03.
 HC0436
 HC0436;                    North         East    Units  Estimated Accuracy
 HC0436;SPC MO E     -   235,270.      192,630.      MT  (+/- 180 meters Scaled)
 HC0436
 HC0436                          SUPERSEDED SURVEY CONTROL
 HC0436
 HC0436  NGVD 29 (??/??/92)  291.612  (m)          956.73   (f) ADJ UNCH    ?  
 HC0436
 HC0436.Superseded values are not recommended for survey control.
 HC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0436.See file dsdata.txt to determine how the superseded data were derived.
 HC0436
 HC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC622020(NAD 83)
 HC0436_MARKER: DB = BENCH MARK DISK
 HC0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0436_SP_SET: STONE FENCE
 HC0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0436
 HC0436  HISTORY     - Date     Condition        Report By
 HC0436  HISTORY     - UNK      MONUMENTED       CGS
 HC0436  HISTORY     - 1934     GOOD             NGS
 HC0436
 HC0436                          STATION DESCRIPTION
 HC0436
 HC0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0436'4.6 MI W FROM BERRYMAN.
 HC0436'4.6 MILES WEST ALONG STATE HIGHWAY 8 FROM BERRYMAN, CRAWFORD
 HC0436'COUNTY, AT A ROADSIDE PARK, AND IN THE TOP OF THE STONE FENCE.
 HC0436'THE TOP OF A 1-FOOT MARBLE BLOCK, INSCRIBED 951 FT ABOVE SEA
 HC0436'LEVEL.  NOTE-- THE ORIGIN OF THIS MARK IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0842 ***********************************************************************
 JC0842  DESIGNATION -  953
 JC0842  PID         -  JC0842
 JC0842  STATE/COUNTY-  MO/CRAWFORD
 JC0842  USGS QUAD   -  CUBA (1980)
 JC0842
 JC0842                         *CURRENT SURVEY CONTROL
 JC0842  ___________________________________________________________________
 JC0842* NAD 83(1986)-  38 02 05.     (N)    091 23 06.     (W)     SCALED    
 JC0842* NAVD 88     -       290.269  (meters)     952.32   (feet)  ADJUSTED  
 JC0842  ___________________________________________________________________
 JC0842  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JC0842  DYNAMIC HT  -         290.059 (meters)     951.64  (feet)  COMP
 JC0842  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 JC0842
 JC0842  VERT ORDER  -  SECOND    CLASS 0
 JC0842
 JC0842.The horizontal coordinates were scaled from a topographic map and have
 JC0842.an estimated accuracy of +/- 6 seconds.
 JC0842
 JC0842.The orthometric height was determined by differential leveling
 JC0842.and adjusted by the National Geodetic Survey in June 1991..
 JC0842
 JC0842.The geoid height was determined by GEOID03.
 JC0842
 JC0842.The dynamic height is computed by dividing the NAVD 88
 JC0842.geopotential number by the normal gravity value computed on the
 JC0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0842.degrees latitude (g = 980.6199 gals.).
 JC0842
 JC0842.The modeled gravity was interpolated from observed gravity values.
 JC0842
 JC0842;                    North         East    Units  Estimated Accuracy
 JC0842;SPC MO E     -   244,660.      172,310.      MT  (+/- 180 meters Scaled)
 JC0842
 JC0842                          SUPERSEDED SURVEY CONTROL
 JC0842
 JC0842  NGVD 29 (??/??/92)  290.261  (m)          952.30   (f) ADJ UNCH    2 0
 JC0842
 JC0842.Superseded values are not recommended for survey control.
 JC0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0842.See file dsdata.txt to determine how the superseded data were derived.
 JC0842
 JC0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC417108(NAD 83)
 JC0842_MARKER: P = PIPE CAP
 JC0842_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0842_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0842_STAMPING: 953
 JC0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0842
 JC0842  HISTORY     - Date     Condition        Report By
 JC0842  HISTORY     - UNK      MONUMENTED       CGS
 JC0842  HISTORY     - 1935     GOOD             NGS
 JC0842
 JC0842                          STATION DESCRIPTION
 JC0842
 JC0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0842'2.2 MI S FROM CUBA.
 JC0842'2.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0842'FROM THE STATION AT CUBA, CRAWFORD COUNTY, AT MILEPOST 89,
 JC0842'15 FEET NORTH OF THE CENTER LINE OF A CROSS ROAD, 48 FEET WEST
 JC0842'OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTH OF THE NORTH
 JC0842'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JC0842'CAP, STAMPED 953 AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0373 ***********************************************************************
 HD0373  DESIGNATION -  954.1
 HD0373  PID         -  HD0373
 HD0373  STATE/COUNTY-  MO/CAMDEN
 HD0373  USGS QUAD   -  DECATURVILLE (1975)
 HD0373
 HD0373                         *CURRENT SURVEY CONTROL
 HD0373  ___________________________________________________________________
 HD0373* NAD 83(1986)-  37 52 57.     (N)    092 42 13.     (W)     SCALED    
 HD0373* NAVD 88     -       291.451  (meters)     956.20   (feet)  ADJUSTED  
 HD0373  ___________________________________________________________________
 HD0373  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HD0373  DYNAMIC HT  -         291.232 (meters)     955.48  (feet)  COMP
 HD0373  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 HD0373
 HD0373  VERT ORDER  -  SECOND    CLASS 0
 HD0373
 HD0373.The horizontal coordinates were scaled from a topographic map and have
 HD0373.an estimated accuracy of +/- 6 seconds.
 HD0373
 HD0373.The orthometric height was determined by differential leveling
 HD0373.and adjusted by the National Geodetic Survey in June 1991..
 HD0373
 HD0373.The geoid height was determined by GEOID03.
 HD0373
 HD0373.The dynamic height is computed by dividing the NAVD 88
 HD0373.geopotential number by the normal gravity value computed on the
 HD0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0373.degrees latitude (g = 980.6199 gals.).
 HD0373
 HD0373.The modeled gravity was interpolated from observed gravity values.
 HD0373
 HD0373;                    North         East    Units  Estimated Accuracy
 HD0373;SPC MO C     -   227,410.      482,090.      MT  (+/- 180 meters Scaled)
 HD0373
 HD0373                          SUPERSEDED SURVEY CONTROL
 HD0373
 HD0373  NGVD 29 (??/??/92)  291.346  (m)          955.86   (f) ADJ UNCH    2 0
 HD0373
 HD0373.Superseded values are not recommended for survey control.
 HD0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0373.See file dsdata.txt to determine how the superseded data were derived.
 HD0373
 HD0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB260928(NAD 83)
 HD0373_MARKER: Q = CHISELED SQUARE
 HD0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0373_SP_SET: CULVERT
 HD0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0373
 HD0373  HISTORY     - Date     Condition        Report By
 HD0373  HISTORY     - UNK      MONUMENTED       USGS
 HD0373  HISTORY     - 1934     GOOD             NGS
 HD0373
 HD0373                          STATION DESCRIPTION
 HD0373
 HD0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0373'1.8 MI S FROM DECATURVILLE.
 HD0373'1.8 MILES SOUTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE, AT
 HD0373'A CONCRETE CULVERT UNDER THE HIGHWAY, AND ON THE TOP OF THE
 HD0373'NORTH END OF THE WEST CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0326 ***********************************************************************
 JD0326  DESIGNATION -  954.9
 JD0326  PID         -  JD0326
 JD0326  STATE/COUNTY-  MO/CAMDEN
 JD0326  USGS QUAD   -  GREEN BAY TERRACE (1983)
 JD0326
 JD0326                         *CURRENT SURVEY CONTROL
 JD0326  ___________________________________________________________________
 JD0326* NAD 83(1986)-  38 00 13.     (N)    092 45 05.     (W)     SCALED    
 JD0326* NAVD 88     -       288.649  (meters)     947.01   (feet)  ADJUSTED  
 JD0326  ___________________________________________________________________
 JD0326  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JD0326  DYNAMIC HT  -         288.434 (meters)     946.30  (feet)  COMP
 JD0326  MODELED GRAV-     979,876.3   (mgal)                       NAVD 88
 JD0326
 JD0326  VERT ORDER  -  SECOND    CLASS 0
 JD0326
 JD0326.The horizontal coordinates were scaled from a topographic map and have
 JD0326.an estimated accuracy of +/- 6 seconds.
 JD0326
 JD0326.The orthometric height was determined by differential leveling
 JD0326.and adjusted by the National Geodetic Survey in June 1991..
 JD0326
 JD0326.The geoid height was determined by GEOID03.
 JD0326
 JD0326.The dynamic height is computed by dividing the NAVD 88
 JD0326.geopotential number by the normal gravity value computed on the
 JD0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0326.degrees latitude (g = 980.6199 gals.).
 JD0326
 JD0326.The modeled gravity was interpolated from observed gravity values.
 JD0326
 JD0326;                    North         East    Units  Estimated Accuracy
 JD0326;SPC MO C     -   240,860.      477,920.      MT  (+/- 180 meters Scaled)
 JD0326
 JD0326                          SUPERSEDED SURVEY CONTROL
 JD0326
 JD0326  NGVD 29 (??/??/92)  288.547  (m)          946.67   (f) ADJ UNCH    2 0
 JD0326
 JD0326.Superseded values are not recommended for survey control.
 JD0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0326.See file dsdata.txt to determine how the superseded data were derived.
 JD0326
 JD0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC218062(NAD 83)
 JD0326_MARKER: N = NAIL
 JD0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0326_SP_SET: OAK TREE
 JD0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0326
 JD0326  HISTORY     - Date     Condition        Report By
 JD0326  HISTORY     - UNK      MONUMENTED       USGS
 JD0326  HISTORY     - 1934     GOOD             NGS
 JD0326
 JD0326                          STATION DESCRIPTION
 JD0326
 JD0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0326'0.7 MI W FROM CAMDENTON.
 JD0326'0.7 MILE WEST ALONG U.S. HIGHWAY 54 FROM CAMDENTON, 62 FEET
 JD0326'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT A 22-INCH OAK
 JD0326'TREE, AND IN THE NORTHWEST ROOT.  A UNITED STATES GEOLOGICAL
 JD0326'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0473 ***********************************************************************
 HD0473  DESIGNATION -  956.8
 HD0473  PID         -  HD0473
 HD0473  STATE/COUNTY-  MO/CAMDEN
 HD0473  USGS QUAD   -  HAHATONKA (1982)
 HD0473
 HD0473                         *CURRENT SURVEY CONTROL
 HD0473  ___________________________________________________________________
 HD0473* NAD 83(1986)-  37 59 44.     (N)    092 46 09.     (W)     SCALED    
 HD0473* NAVD 88     -       292.244  (meters)     958.80   (feet)  ADJUSTED  
 HD0473  ___________________________________________________________________
 HD0473  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HD0473  DYNAMIC HT  -         292.029 (meters)     958.10  (feet)  COMP
 HD0473  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 HD0473
 HD0473  VERT ORDER  -  SECOND    CLASS 0
 HD0473
 HD0473.The horizontal coordinates were scaled from a topographic map and have
 HD0473.an estimated accuracy of +/- 6 seconds.
 HD0473
 HD0473.The orthometric height was determined by differential leveling
 HD0473.and adjusted by the National Geodetic Survey in June 1991..
 HD0473
 HD0473.The geoid height was determined by GEOID03.
 HD0473
 HD0473.The dynamic height is computed by dividing the NAVD 88
 HD0473.geopotential number by the normal gravity value computed on the
 HD0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0473.degrees latitude (g = 980.6199 gals.).
 HD0473
 HD0473.The modeled gravity was interpolated from observed gravity values.
 HD0473
 HD0473;                    North         East    Units  Estimated Accuracy
 HD0473;SPC MO C     -   239,970.      476,360.      MT  (+/- 180 meters Scaled)
 HD0473
 HD0473                          SUPERSEDED SURVEY CONTROL
 HD0473
 HD0473  NGVD 29 (??/??/92)  292.145  (m)          958.48   (f) ADJ UNCH    2 0
 HD0473
 HD0473.Superseded values are not recommended for survey control.
 HD0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0473.See file dsdata.txt to determine how the superseded data were derived.
 HD0473
 HD0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC202053(NAD 83)
 HD0473_MARKER: N = NAIL
 HD0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0473_SP_SET: OAK TREE ROOT
 HD0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0473
 HD0473  HISTORY     - Date     Condition        Report By
 HD0473  HISTORY     - UNK      MONUMENTED       USGS
 HD0473  HISTORY     - 1934     GOOD             NGS
 HD0473  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0473  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0473
 HD0473                          STATION DESCRIPTION
 HD0473
 HD0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0473'1.7 MI SW FROM CAMDENTON.
 HD0473'1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 54 FROM CAMDENTON, IN THE
 HD0473'NORTHWEST QUARTER OF SECTION 35, T 38 N, R 17 W, 42 FEET WEST
 HD0473'OF THE HIGHWAY, AND IN THE ROOT ON THE NORTH SIDE OF AN 18-INCH
 HD0473'OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 HD0473'NAIL AND WASHER.
 HD0473
 HD0473                          STATION RECOVERY (1978)
 HD0473
 HD0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0473'MARK NOT FOUND.
 HD0473
 HD0473                          STATION RECOVERY (1978)
 HD0473
 HD0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0372 ***********************************************************************
 HD0372  DESIGNATION -  959.4
 HD0372  PID         -  HD0372
 HD0372  STATE/COUNTY-  MO/CAMDEN
 HD0372  USGS QUAD   -  DECATURVILLE (1975)
 HD0372
 HD0372                         *CURRENT SURVEY CONTROL
 HD0372  ___________________________________________________________________
 HD0372* NAD 83(1986)-  37 52 30.     (N)    092 42 34.     (W)     SCALED    
 HD0372* NAVD 88     -       293.077  (meters)     961.54   (feet)  ADJUSTED  
 HD0372  ___________________________________________________________________
 HD0372  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HD0372  DYNAMIC HT  -         292.857 (meters)     960.82  (feet)  COMP
 HD0372  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 HD0372
 HD0372  VERT ORDER  -  SECOND    CLASS 0
 HD0372
 HD0372.The horizontal coordinates were scaled from a topographic map and have
 HD0372.an estimated accuracy of +/- 6 seconds.
 HD0372
 HD0372.The orthometric height was determined by differential leveling
 HD0372.and adjusted by the National Geodetic Survey in June 1991..
 HD0372
 HD0372.The geoid height was determined by GEOID03.
 HD0372
 HD0372.The dynamic height is computed by dividing the NAVD 88
 HD0372.geopotential number by the normal gravity value computed on the
 HD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0372.degrees latitude (g = 980.6199 gals.).
 HD0372
 HD0372.The modeled gravity was interpolated from observed gravity values.
 HD0372
 HD0372;                    North         East    Units  Estimated Accuracy
 HD0372;SPC MO C     -   226,580.      481,570.      MT  (+/- 180 meters Scaled)
 HD0372
 HD0372                          SUPERSEDED SURVEY CONTROL
 HD0372
 HD0372  NGVD 29 (??/??/92)  292.972  (m)          961.19   (f) ADJ UNCH    2 0
 HD0372
 HD0372.Superseded values are not recommended for survey control.
 HD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0372.See file dsdata.txt to determine how the superseded data were derived.
 HD0372
 HD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB255919(NAD 83)
 HD0372_MARKER: Q = CHISELED SQUARE
 HD0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0372_SP_SET: BRIDGE GUARDRAIL
 HD0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0372
 HD0372  HISTORY     - Date     Condition        Report By
 HD0372  HISTORY     - UNK      MONUMENTED       USGS
 HD0372  HISTORY     - 1934     GOOD             NGS
 HD0372
 HD0372                          STATION DESCRIPTION
 HD0372
 HD0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0372'2.4 MI S FROM DECATURVILLE.
 HD0372'2.4 MILES SOUTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE, AT
 HD0372'THE NORTH END OF A CONCRETE BRIDGE, AND ON THE TOP OF THE
 HD0372'WEST CONCRETE GUARDRAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0685 ***********************************************************************
 GE0685  DESIGNATION -  959.6
 GE0685  PID         -  GE0685
 GE0685  STATE/COUNTY-  MO/SHANNON
 GE0685  USGS QUAD   -  MONTIER (1986)
 GE0685
 GE0685                         *CURRENT SURVEY CONTROL
 GE0685  ___________________________________________________________________
 GE0685* NAD 83(1986)-  36 53 14.     (N)    091 32 17.     (W)     SCALED    
 GE0685* NAVD 88     -       292.608  (meters)     960.00   (feet)  POSTED    
 GE0685  ___________________________________________________________________
 GE0685  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GE0685  DYNAMIC HT  -         292.370 (meters)     959.22  (feet)  COMP
 GE0685  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GE0685
 GE0685  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GE0685
 GE0685.The horizontal coordinates were scaled from a topographic map and have
 GE0685.an estimated accuracy of +/- 6 seconds.
 GE0685
 GE0685.The orthometric height was determined by differential leveling
 GE0685.and adjusted by the National Geodetic Survey in 1992..
 GE0685.No vertical observational check was made to the station.
 GE0685.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GE0685.was located on a no-check spur therefore a value was not computed.
 GE0685
 GE0685.The geoid height was determined by GEOID03.
 GE0685
 GE0685.The dynamic height is computed by dividing the NAVD 88
 GE0685.geopotential number by the normal gravity value computed on the
 GE0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0685.degrees latitude (g = 980.6199 gals.).
 GE0685
 GE0685.The modeled gravity was interpolated from observed gravity values.
 GE0685
 GE0685;                    North         East    Units  Estimated Accuracy
 GE0685;SPC MO E     -   117,440.      157,470.      MT  (+/- 180 meters Scaled)
 GE0685
 GE0685                          SUPERSEDED SURVEY CONTROL
 GE0685
 GE0685  NGVD 29 (??/??/92)  292.492  (m)          959.62   (f) ADJ UNCH    2 0
 GE0685
 GE0685.Superseded values are not recommended for survey control.
 GE0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0685.See file dsdata.txt to determine how the superseded data were derived.
 GE0685
 GE0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA302833(NAD 83)
 GE0685_MARKER: N = NAIL
 GE0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0685_SP_SET: OAK TREE
 GE0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0685
 GE0685  HISTORY     - Date     Condition        Report By
 GE0685  HISTORY     - UNK      MONUMENTED       USGS
 GE0685  HISTORY     - 1934     GOOD             NGS
 GE0685  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0685
 GE0685                          STATION DESCRIPTION
 GE0685
 GE0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0685'8.9 MI S FROM BIRCH TREE.
 GE0685'8.9 MILES SOUTH ALONG STATE HIGHWAY 80 FROM BIRCH TREE, SHANNON
 GE0685'COUNTY, 96 FEET NORTH OF THE SHANNON-OREGON COUNTY LINE, 85 FEET
 GE0685'SOUTHEAST OF A CHURCH, 25 FEET WEST OF THE ABANDONED ROUTE OF
 GE0685'THE HIGHWAY, AT THE NORTH SIDE OF A 14-INCH OAK TREE, AND IN THE
 GE0685'TOP OF A ROOT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 GE0685'NAIL AND WASHER.
 GE0685
 GE0685                          STATION RECOVERY (1977)
 GE0685
 GE0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1028 ***********************************************************************
 JC1028  DESIGNATION -  96
 JC1028  PID         -  JC1028
 JC1028  STATE/COUNTY-  MO/OSAGE
 JC1028  USGS QUAD   -  LOOSE CREEK (1975)
 JC1028
 JC1028                         *CURRENT SURVEY CONTROL
 JC1028  ___________________________________________________________________
 JC1028* NAD 83(1986)-  38 34 01.     (N)    091 58 55.     (W)     SCALED    
 JC1028* NAVD 88     -       167.092  (meters)     548.20   (feet)  ADJUSTED  
 JC1028  ___________________________________________________________________
 JC1028  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JC1028  DYNAMIC HT  -         166.978 (meters)     547.83  (feet)  COMP
 JC1028  MODELED GRAV-     979,944.4   (mgal)                       NAVD 88
 JC1028
 JC1028  VERT ORDER  -  FIRST     CLASS II
 JC1028
 JC1028.The horizontal coordinates were scaled from a topographic map and have
 JC1028.an estimated accuracy of +/- 6 seconds.
 JC1028
 JC1028.The orthometric height was determined by differential leveling
 JC1028.and adjusted by the National Geodetic Survey in June 1991..
 JC1028
 JC1028.The geoid height was determined by GEOID03.
 JC1028
 JC1028.The dynamic height is computed by dividing the NAVD 88
 JC1028.geopotential number by the normal gravity value computed on the
 JC1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1028.degrees latitude (g = 980.6199 gals.).
 JC1028
 JC1028.The modeled gravity was interpolated from observed gravity values.
 JC1028
 JC1028;                    North         East    Units  Estimated Accuracy
 JC1028;SPC MO C     -   303,490.      545,150.      MT  (+/- 180 meters Scaled)
 JC1028
 JC1028                          SUPERSEDED SURVEY CONTROL
 JC1028
 JC1028  NGVD 29 (??/??/92)  167.067  (m)          548.12   (f) ADJ UNCH    1 2
 JC1028
 JC1028.Superseded values are not recommended for survey control.
 JC1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1028.See file dsdata.txt to determine how the superseded data were derived.
 JC1028
 JC1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC886692(NAD 83)
 JC1028_MARKER: B = BOLT
 JC1028_SETTING: 66 = SET IN ROCK OUTCROP
 JC1028_SP_SET: ROCK BLUFF
 JC1028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1028+STABILITY: POSITION/ELEVATION WELL
 JC1028
 JC1028  HISTORY     - Date     Condition        Report By
 JC1028  HISTORY     - UNK      MONUMENTED       MORC
 JC1028  HISTORY     - 1946     GOOD             NGS
 JC1028  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC1028
 JC1028                          STATION DESCRIPTION
 JC1028
 JC1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC1028'1.2 MI SW FROM BONNOTS MILL.
 JC1028'ABOUT 1.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JC1028'FROM THE STATION AT BONNOTS MILL, ABOUT 270 YARDS SOUTHWEST OF
 JC1028'BRIDGE NO. 29, ABOUT 3 1/2 POLES SOUTHWEST OF MILE POST 114-10,
 JC1028'114.0 FEET NORTHEAST OF THE SOUTHEAST END OF SEMAPHORE NO.
 JC1028'1141L, 9.0 FEET SOUTHAST OF AND ABOUT 1.0 FOOT HIGHER THAN THE
 JC1028'CENTER LINE OF THE SOUTHEAST TRACK, 6.0 FEET EAST OF A TELEPHONE
 JC1028'POLE AND ABOUT 2.0 FEET ABOVE THE FOOT OF A BLUFF.  A CROSS ON
 JC1028'THE END OF A COPPER BOLT LEADED VERTICALLY IN A ROCK BLUFF AND
 JC1028'SURROUNDED BY THE LETTERS U.S.P.B.M.
 JC1028
 JC1028                          STATION RECOVERY (1986)
 JC1028
 JC1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0556 ***********************************************************************
 HD0556  DESIGNATION -  960.8
 HD0556  PID         -  HD0556
 HD0556  STATE/COUNTY-  MO/CAMDEN
 HD0556  USGS QUAD   -  BRANCH (1972)
 HD0556
 HD0556                         *CURRENT SURVEY CONTROL
 HD0556  ___________________________________________________________________
 HD0556* NAD 83(1986)-  37 55 47.     (N)    093 03 00.     (W)     SCALED    
 HD0556* NAVD 88     -       292.713  (meters)     960.34   (feet)  ADJUSTED  
 HD0556  ___________________________________________________________________
 HD0556  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HD0556  DYNAMIC HT  -         292.496 (meters)     959.63  (feet)  COMP
 HD0556  MODELED GRAV-     979,882.1   (mgal)                       NAVD 88
 HD0556
 HD0556  VERT ORDER  -  SECOND    CLASS 0
 HD0556
 HD0556.The horizontal coordinates were scaled from a topographic map and have
 HD0556.an estimated accuracy of +/- 6 seconds.
 HD0556
 HD0556.The orthometric height was determined by differential leveling
 HD0556.and adjusted by the National Geodetic Survey in June 1991..
 HD0556
 HD0556.The geoid height was determined by GEOID03.
 HD0556
 HD0556.The dynamic height is computed by dividing the NAVD 88
 HD0556.geopotential number by the normal gravity value computed on the
 HD0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0556.degrees latitude (g = 980.6199 gals.).
 HD0556
 HD0556.The modeled gravity was interpolated from observed gravity values.
 HD0556
 HD0556;                    North         East    Units  Estimated Accuracy
 HD0556;SPC MO C     -   232,780.      451,650.      MT  (+/- 180 meters Scaled)
 HD0556
 HD0556                          SUPERSEDED SURVEY CONTROL
 HD0556
 HD0556  NGVD 29 (??/??/92)  292.604  (m)          959.99   (f) ADJ UNCH    2 0
 HD0556
 HD0556.Superseded values are not recommended for survey control.
 HD0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0556.See file dsdata.txt to determine how the superseded data were derived.
 HD0556
 HD0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB956980(NAD 83)
 HD0556_MARKER: Q = CHISELED SQUARE
 HD0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0556_SP_SET: CULVERT
 HD0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0556
 HD0556  HISTORY     - Date     Condition        Report By
 HD0556  HISTORY     - UNK      MONUMENTED       USGS
 HD0556  HISTORY     - 1934     GOOD             NGS
 HD0556
 HD0556                          STATION DESCRIPTION
 HD0556
 HD0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0556'2.8 MI W FROM BRANCH.
 HD0556'2.8 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE JUNCTION OF STATE
 HD0556'HIGHWAY 73 AT BRANCH, CAMDEN COUNTY, 0.9 MILE EAST OF THE BRIDGE
 HD0556'OVER LITTLE NIANGUA RIVER, AT A CONCRETE CULVERT, AND ON THE
 HD0556'CENTER OF THE TOP OF THE SOUTH HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0249 ***********************************************************************
 GF0249  DESIGNATION -  964.6
 GF0249  PID         -  GF0249
 GF0249  STATE/COUNTY-  MO/TANEY
 GF0249  USGS QUAD   -  FORSYTH (1989)
 GF0249
 GF0249                         *CURRENT SURVEY CONTROL
 GF0249  ___________________________________________________________________
 GF0249* NAD 83(1986)-  36 39 57.     (N)    093 05 54.     (W)     SCALED    
 GF0249* NAVD 88     -       293.504  (meters)     962.94   (feet)  ADJUSTED  
 GF0249  ___________________________________________________________________
 GF0249  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GF0249  DYNAMIC HT  -         293.256 (meters)     962.12  (feet)  COMP
 GF0249  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 GF0249
 GF0249  VERT ORDER  -  SECOND    CLASS 0
 GF0249
 GF0249.The horizontal coordinates were scaled from a topographic map and have
 GF0249.an estimated accuracy of +/- 6 seconds.
 GF0249
 GF0249.The orthometric height was determined by differential leveling
 GF0249.and adjusted by the National Geodetic Survey in June 1991..
 GF0249
 GF0249.The geoid height was determined by GEOID03.
 GF0249
 GF0249.The dynamic height is computed by dividing the NAVD 88
 GF0249.geopotential number by the normal gravity value computed on the
 GF0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0249.degrees latitude (g = 980.6199 gals.).
 GF0249
 GF0249.The modeled gravity was interpolated from observed gravity values.
 GF0249
 GF0249;                    North         East    Units  Estimated Accuracy
 GF0249;SPC MO C     -    92,540.      446,510.      MT  (+/- 180 meters Scaled)
 GF0249
 GF0249                          SUPERSEDED SURVEY CONTROL
 GF0249
 GF0249  NGVD 29 (??/??/92)  293.374  (m)          962.51   (f) ADJ UNCH    2 0
 GF0249
 GF0249.Superseded values are not recommended for survey control.
 GF0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0249.See file dsdata.txt to determine how the superseded data were derived.
 GF0249
 GF0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA912578(NAD 83)
 GF0249_MARKER: N = NAIL
 GF0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0249_SP_SET: BASE OF TREE
 GF0249_STAMPING: 964.6
 GF0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0249
 GF0249  HISTORY     - Date     Condition        Report By
 GF0249  HISTORY     - UNK      MONUMENTED       USGS
 GF0249  HISTORY     - 1934     GOOD             NGS
 GF0249
 GF0249                          STATION DESCRIPTION
 GF0249
 GF0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0249'1.6 MI S FROM FORSYTH.
 GF0249'1.6 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE COURTHOUSE AT
 GF0249'FORSYTH, TANEY COUNTY, 150 FEET SOUTHEAST OF A BROWN HOUSE,
 GF0249'25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE BASE
 GF0249'OF A TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 GF0249'NAIL AND WASHER, STAMPED 964.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0840 ***********************************************************************
 JC0840  DESIGNATION -  966
 JC0840  PID         -  JC0840
 JC0840  STATE/COUNTY-  MO/CRAWFORD
 JC0840  USGS QUAD   -  CUBA (1980)
 JC0840
 JC0840                         *CURRENT SURVEY CONTROL
 JC0840  ___________________________________________________________________
 JC0840* NAD 83(1986)-  38 02 15.     (N)    091 23 13.     (W)     SCALED    
 JC0840* NAVD 88     -       295.189  (meters)     968.47   (feet)  ADJUSTED  
 JC0840  ___________________________________________________________________
 JC0840  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JC0840  DYNAMIC HT  -         294.975 (meters)     967.76  (feet)  COMP
 JC0840  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 JC0840
 JC0840  VERT ORDER  -  FIRST     CLASS II
 JC0840
 JC0840.The horizontal coordinates were scaled from a topographic map and have
 JC0840.an estimated accuracy of +/- 6 seconds.
 JC0840
 JC0840.The orthometric height was determined by differential leveling
 JC0840.and adjusted by the National Geodetic Survey in June 1991..
 JC0840
 JC0840.The geoid height was determined by GEOID03.
 JC0840
 JC0840.The dynamic height is computed by dividing the NAVD 88
 JC0840.geopotential number by the normal gravity value computed on the
 JC0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0840.degrees latitude (g = 980.6199 gals.).
 JC0840
 JC0840.The modeled gravity was interpolated from observed gravity values.
 JC0840
 JC0840;                    North         East    Units  Estimated Accuracy
 JC0840;SPC MO E     -   244,970.      172,140.      MT  (+/- 180 meters Scaled)
 JC0840
 JC0840                          SUPERSEDED SURVEY CONTROL
 JC0840
 JC0840  NGVD 29 (??/??/92)  295.179  (m)          968.43   (f) ADJ UNCH    1 2
 JC0840
 JC0840.Superseded values are not recommended for survey control.
 JC0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0840.See file dsdata.txt to determine how the superseded data were derived.
 JC0840
 JC0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC415112(NAD 83)
 JC0840_MARKER: P = PIPE CAP
 JC0840_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0840_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0840_STAMPING: 966ST L 9
 JC0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0840
 JC0840  HISTORY     - Date     Condition        Report By
 JC0840  HISTORY     - UNK      MONUMENTED       USGS
 JC0840  HISTORY     - 1949     GOOD             NGS
 JC0840
 JC0840                          STATION DESCRIPTION
 JC0840
 JC0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0840'2 MI S FROM CUBA.
 JC0840'ABOUT 2.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0840'FROM THE STATION AT CUBA, ABOUT 10 YARDS NORTHWEST OF THE
 JC0840'NORTHWEST END OF A CUT, 38.5 FEET NORTH-NORTHEAST OF THE CENTER
 JC0840'OF A ABANDONED ROAD CROSSING, 26 FEET NORTHEAST OF THE NORTHEAST
 JC0840'RAIL, 20 FEET NORTHWEST OF THE NORTHWEST GATE POST, 2 FEET
 JC0840'SOUTHWEST OF THE R/W FENCE, 3 FEET NORTH OF MILE POLE 88-22, 1
 JC0840'FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 JC0840'BELOW THE LEVEL OF THE TRACK AND PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0815 ***********************************************************************
 JC0815  DESIGNATION -  967.4
 JC0815  PID         -  JC0815
 JC0815  STATE/COUNTY-  MO/GASCONADE
 JC0815  USGS QUAD   -  OWENSVILLE EAST (1980)
 JC0815
 JC0815                         *CURRENT SURVEY CONTROL
 JC0815  ___________________________________________________________________
 JC0815* NAD 83(1986)-  38 17 40.     (N)    091 28 47.     (W)     SCALED    
 JC0815* NAVD 88     -       294.930  (meters)     967.62   (feet)  ADJUSTED  
 JC0815  ___________________________________________________________________
 JC0815  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JC0815  DYNAMIC HT  -         294.725 (meters)     966.94  (feet)  COMP
 JC0815  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 JC0815
 JC0815  VERT ORDER  -  SECOND    CLASS 0
 JC0815
 JC0815.The horizontal coordinates were scaled from a topographic map and have
 JC0815.an estimated accuracy of +/- 6 seconds.
 JC0815
 JC0815.The orthometric height was determined by differential leveling
 JC0815.and adjusted by the National Geodetic Survey in June 1991..
 JC0815
 JC0815.The geoid height was determined by GEOID03.
 JC0815
 JC0815.The dynamic height is computed by dividing the NAVD 88
 JC0815.geopotential number by the normal gravity value computed on the
 JC0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0815.degrees latitude (g = 980.6199 gals.).
 JC0815
 JC0815.The modeled gravity was interpolated from observed gravity values.
 JC0815
 JC0815;                    North         East    Units  Estimated Accuracy
 JC0815;SPC MO E     -   273,570.      164,300.      MT  (+/- 180 meters Scaled)
 JC0815
 JC0815                          SUPERSEDED SURVEY CONTROL
 JC0815
 JC0815  NGVD 29 (??/??/92)  294.924  (m)          967.60   (f) ADJ UNCH    2 0
 JC0815
 JC0815.Superseded values are not recommended for survey control.
 JC0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0815.See file dsdata.txt to determine how the superseded data were derived.
 JC0815
 JC0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC329395(NAD 83)
 JC0815_MARKER: Q = CHISELED SQUARE
 JC0815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0815_SP_SET: CULVERT
 JC0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0815
 JC0815  HISTORY     - Date     Condition        Report By
 JC0815  HISTORY     - UNK      MONUMENTED       USGS
 JC0815  HISTORY     - 1935     GOOD             NGS
 JC0815
 JC0815                          STATION DESCRIPTION
 JC0815
 JC0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0815'3.7 MI S FROM OWENSVILLE.
 JC0815'3.7 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE HIGH SCHOOL AT
 JC0815'OWENSVILLE, GASCONADE COUNTY, 100 YARDS NORTH OF THE HIGHEST
 JC0815'POINT OF THE HIGHWAY, AT THE JUNCTION OF A GRAVEL ROAD, AT AN
 JC0815'18-INCH CORRUGATED-IRON CULVERT UNDER THE SIDE ROAD, ON THE
 JC0815'CENTER OF THE SOUTH CONCRETE HEAD WALL, AND 7 YARDS WEST OF THE
 JC0815'CENTERLINE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0559 ***********************************************************************
 HD0559  DESIGNATION -  971.7
 HD0559  PID         -  HD0559
 HD0559  STATE/COUNTY-  MO/HICKORY
 HD0559  USGS QUAD   -  BRANCH (1972)
 HD0559
 HD0559                         *CURRENT SURVEY CONTROL
 HD0559  ___________________________________________________________________
 HD0559* NAD 83(1986)-  37 56 16.     (N)    093 05 06.     (W)     SCALED    
 HD0559* NAVD 88     -       296.053  (meters)     971.30   (feet)  ADJUSTED  
 HD0559  ___________________________________________________________________
 HD0559  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HD0559  DYNAMIC HT  -         295.834 (meters)     970.58  (feet)  COMP
 HD0559  MODELED GRAV-     979,884.6   (mgal)                       NAVD 88
 HD0559
 HD0559  VERT ORDER  -  SECOND    CLASS 0
 HD0559
 HD0559.The horizontal coordinates were scaled from a topographic map and have
 HD0559.an estimated accuracy of +/- 6 seconds.
 HD0559
 HD0559.The orthometric height was determined by differential leveling
 HD0559.and adjusted by the National Geodetic Survey in June 1991..
 HD0559
 HD0559.The geoid height was determined by GEOID03.
 HD0559
 HD0559.The dynamic height is computed by dividing the NAVD 88
 HD0559.geopotential number by the normal gravity value computed on the
 HD0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0559.degrees latitude (g = 980.6199 gals.).
 HD0559
 HD0559.The modeled gravity was interpolated from observed gravity values.
 HD0559
 HD0559;                    North         East    Units  Estimated Accuracy
 HD0559;SPC MO C     -   233,690.      448,580.      MT  (+/- 180 meters Scaled)
 HD0559
 HD0559                          SUPERSEDED SURVEY CONTROL
 HD0559
 HD0559  NGVD 29 (??/??/92)  295.944  (m)          970.94   (f) ADJ UNCH    2 0
 HD0559
 HD0559.Superseded values are not recommended for survey control.
 HD0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0559.See file dsdata.txt to determine how the superseded data were derived.
 HD0559
 HD0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB925989(NAD 83)
 HD0559_MARKER: Q = CHISELED SQUARE
 HD0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0559_SP_SET: CULVERT
 HD0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0559
 HD0559  HISTORY     - Date     Condition        Report By
 HD0559  HISTORY     - UNK      MONUMENTED       USGS
 HD0559  HISTORY     - 1934     GOOD             NGS
 HD0559
 HD0559                          STATION DESCRIPTION
 HD0559
 HD0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0559'4.7 MI W FROM BRANCH.
 HD0559'IN HICKORY COUNTY, 4.7 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE
 HD0559'JUNCTION OF STATE HIGHWAY 73 AT BRANCH, CAMDEN COUNTY, 0.8 MILE
 HD0559'WEST OF THE CAMDEN-HICKORY COUNTY LINE, 725 FEET WEST OF A ROAD
 HD0559'INTERSECTION, 70 FEET WEST OF THE JUNCTION OF A ROAD LEADING SOUTH,
 HD0559'AT A CONCRETE CULVERT, AND ON THE TOP OF THE SOUTH HEADWALL.
 HD0559'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0640 ***********************************************************************
 HD0640  DESIGNATION -  974
 HD0640  PID         -  HD0640
 HD0640  STATE/COUNTY-  MO/HICKORY
 HD0640  USGS QUAD   -  HERMITAGE (1982)
 HD0640
 HD0640                         *CURRENT SURVEY CONTROL
 HD0640  ___________________________________________________________________
 HD0640* NAD 83(1986)-  37 56 04.     (N)    093 16 05.     (W)     SCALED    
 HD0640* NAVD 88     -       296.674  (meters)     973.34   (feet)  ADJUSTED  
 HD0640  ___________________________________________________________________
 HD0640  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HD0640  DYNAMIC HT  -         296.456 (meters)     972.62  (feet)  COMP
 HD0640  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 HD0640
 HD0640  VERT ORDER  -  SECOND    CLASS 0
 HD0640
 HD0640.The horizontal coordinates were scaled from a topographic map and have
 HD0640.an estimated accuracy of +/- 6 seconds.
 HD0640
 HD0640.The orthometric height was determined by differential leveling
 HD0640.and adjusted by the National Geodetic Survey in June 1991..
 HD0640
 HD0640.The geoid height was determined by GEOID03.
 HD0640
 HD0640.The dynamic height is computed by dividing the NAVD 88
 HD0640.geopotential number by the normal gravity value computed on the
 HD0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0640.degrees latitude (g = 980.6199 gals.).
 HD0640
 HD0640.The modeled gravity was interpolated from observed gravity values.
 HD0640
 HD0640;                    North         East    Units  Estimated Accuracy
 HD0640;SPC MO C     -   233,440.      432,480.      MT  (+/- 180 meters Scaled)
 HD0640
 HD0640                          SUPERSEDED SURVEY CONTROL
 HD0640
 HD0640  NGVD 29 (??/??/92)  296.563  (m)          972.97   (f) ADJ UNCH    2 0
 HD0640
 HD0640.Superseded values are not recommended for survey control.
 HD0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0640.See file dsdata.txt to determine how the superseded data were derived.
 HD0640
 HD0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB764985(NAD 83)
 HD0640_MARKER: DD = SURVEY DISK
 HD0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0640_STAMPING: 974 T T 99B 1933
 HD0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0640+STABILITY: SURFACE MOTION
 HD0640
 HD0640  HISTORY     - Date     Condition        Report By
 HD0640  HISTORY     - 1933     MONUMENTED       USGS
 HD0640  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 HD0640
 HD0640                          STATION DESCRIPTION
 HD0640
 HD0640'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 HD0640'3.2 MI E FROM HERMITAGE.
 HD0640'0.1 MILE NORTH FROM THE COURTHOUSE AT HERMITAGE, HICKORY COUNTY,
 HD0640'ALONG COUNTY HIGHWAY K, THENCE 3.1 MILE EAST ALONG U.S. HIGHWAY
 HD0640'54, ON THE SOUTH SIDE OF A SCHOOL YARD, 75 YARDS SOUTHEAST OF THE
 HD0640'INTERSECTION OF THE HIGHWAY AND A NORTH AND SOUTH GRAVELED
 HD0640'ROAD, 80 FEET EAST AND 1 FOOT LOWER THAN THE CENTERLINE OF THE
 HD0640'GRAVELED ROAD, 86.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 HD0640'SCHOOL HOUSE, 9 FEET SOUTHWEST OF A 12-INCH OAK TREE AND 1 FOOT
 HD0640'NORTHEAST OF A 4-BY-4-INCH MARKER POST.  A BRONZE DISK, STAMPED
 HD0640'974 T T 99B 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HD0640'3 INCHES ABOVE GROUND.
 HD0640
 HD0640                          STATION RECOVERY (1999)
 HD0640
 HD0640'RECOVERY NOTE BY US POWER SQUADRON 1999
 HD0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0653 ***********************************************************************
 HC0653  DESIGNATION -  975
 HC0653  PID         -  HC0653
 HC0653  STATE/COUNTY-  MO/PHELPS
 HC0653  USGS QUAD   -  ROLLA (1992)
 HC0653
 HC0653                         *CURRENT SURVEY CONTROL
 HC0653  ___________________________________________________________________
 HC0653* NAD 83(1986)-  37 56 06.     (N)    091 48 11.     (W)     SCALED    
 HC0653* NAVD 88     -       297.116  (meters)     974.79   (feet)  ADJUSTED  
 HC0653  ___________________________________________________________________
 HC0653  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HC0653  DYNAMIC HT  -         296.898 (meters)     974.07  (feet)  COMP
 HC0653  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 HC0653
 HC0653  VERT ORDER  -  FIRST     CLASS II
 HC0653
 HC0653.The horizontal coordinates were scaled from a topographic map and have
 HC0653.an estimated accuracy of +/- 6 seconds.
 HC0653
 HC0653.The orthometric height was determined by differential leveling
 HC0653.and adjusted by the National Geodetic Survey in June 1991..
 HC0653
 HC0653.The geoid height was determined by GEOID03.
 HC0653
 HC0653.The dynamic height is computed by dividing the NAVD 88
 HC0653.geopotential number by the normal gravity value computed on the
 HC0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0653.degrees latitude (g = 980.6199 gals.).
 HC0653
 HC0653.The modeled gravity was interpolated from observed gravity values.
 HC0653
 HC0653;                    North         East    Units  Estimated Accuracy
 HC0653;SPC MO C     -   233,450.      561,270.      MT  (+/- 180 meters Scaled)
 HC0653
 HC0653                          SUPERSEDED SURVEY CONTROL
 HC0653
 HC0653  NGVD 29 (??/??/92)  297.060  (m)          974.60   (f) ADJ UNCH    1 2
 HC0653
 HC0653.Superseded values are not recommended for survey control.
 HC0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0653.See file dsdata.txt to determine how the superseded data were derived.
 HC0653
 HC0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB051992(NAD 83)
 HC0653_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HC0653_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0653_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0653_STAMPING: 975.33
 HC0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0653+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2004
 HC0653
 HC0653  HISTORY     - Date     Condition        Report By
 HC0653  HISTORY     - UNK      MONUMENTED       USGS
 HC0653  HISTORY     - 1935     GOOD             NGS
 HC0653  HISTORY     - 19890718 MARK NOT FOUND   NGS
 HC0653  HISTORY     - 20041228 GOOD             INDIV
 HC0653
 HC0653                          STATION DESCRIPTION
 HC0653
 HC0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0653'2.3 MI SW FROM ROLLA.
 HC0653'2.3 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HC0653'FROM THE STATION AT ROLLA, PHELPS COUNTY, AT SILLS SIDING, 3-1/2
 HC0653'POLES WEST OF POLE 112/30, AT A PRIVATE-ROAD CROSSING, 40 FEET
 HC0653'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 25 FEET EAST OF THE
 HC0653'CENTERLINE OF THE PRIVATE ROAD, AND 6 FEET EAST OF THE RIGHT-OF-WAY
 HC0653'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 HC0653'STAMPED 975.33 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 HC0653'PROJECTING 12 INCHES ABOVE GROUND.
 HC0653
 HC0653                          STATION RECOVERY (1989)
 HC0653
 HC0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0653'MARK NOT FOUND.
 HC0653
 HC0653                          STATION RECOVERY (2004)
 HC0653
 HC0653'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BT)
 HC0653'MARK IS LOCATED N78 E 721 FEET FROM THE CROOSING AT SILLS SIDING, AND
 HC0653'S15E 43 FEET FROM THE CENTERLINE OF THE RAILROAD. A STANDARD CAP AND
 HC0653'PIPE AS PREVIOUSLY DESCRIBED. MARK IS IN GOOD CONDITION AND SUITABLE
 HC0653'FOR GPS OBSERVATIONS. NAD83 LATITUDE IS NORTH 37 56 06.44, LONGITUDE
 HC0653'IS WEST 91 48 11.87
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0716 ***********************************************************************
 JC0716  DESIGNATION -  977
 JC0716  PID         -  JC0716
 JC0716  STATE/COUNTY-  MO/FRANKLIN
 JC0716  USGS QUAD   -  LESLIE (1980)
 JC0716
 JC0716                         *CURRENT SURVEY CONTROL
 JC0716  ___________________________________________________________________
 JC0716* NAD 83(1986)-  38 25 05.     (N)    091 12 05.     (W)     SCALED    
 JC0716* NAVD 88     -       244.187  (meters)     801.14   (feet)  ADJUSTED  
 JC0716  ___________________________________________________________________
 JC0716  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JC0716  DYNAMIC HT  -         244.024 (meters)     800.60  (feet)  COMP
 JC0716  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 JC0716
 JC0716  VERT ORDER  -  SECOND    CLASS 0
 JC0716
 JC0716.The horizontal coordinates were scaled from a topographic map and have
 JC0716.an estimated accuracy of +/- 6 seconds.
 JC0716
 JC0716.The orthometric height was determined by differential leveling
 JC0716.and adjusted by the National Geodetic Survey in June 1991..
 JC0716
 JC0716.The geoid height was determined by GEOID03.
 JC0716
 JC0716.The dynamic height is computed by dividing the NAVD 88
 JC0716.geopotential number by the normal gravity value computed on the
 JC0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0716.degrees latitude (g = 980.6199 gals.).
 JC0716
 JC0716.The modeled gravity was interpolated from observed gravity values.
 JC0716
 JC0716;                    North         East    Units  Estimated Accuracy
 JC0716;SPC MO E     -   287,070.      188,750.      MT  (+/- 180 meters Scaled)
 JC0716
 JC0716                          SUPERSEDED SURVEY CONTROL
 JC0716
 JC0716  NGVD 29 (??/??/92)  244.207  (m)          801.20   (f) ADJ UNCH    2 0
 JC0716
 JC0716.Superseded values are not recommended for survey control.
 JC0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0716.See file dsdata.txt to determine how the superseded data were derived.
 JC0716
 JC0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC570537(NAD 83)
 JC0716_MARKER: DD = SURVEY DISK
 JC0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0716_STAMPING: 801 977 ERA 1935
 JC0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0716+STABILITY: SURFACE MOTION
 JC0716
 JC0716  HISTORY     - Date     Condition        Report By
 JC0716  HISTORY     - 1935     MONUMENTED       CGS
 JC0716  HISTORY     - 1940     GOOD             NGS
 JC0716
 JC0716                          STATION DESCRIPTION
 JC0716
 JC0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0716'0.8 MI W FROM BEAUFORT.
 JC0716'0.8 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JC0716'FROM THE STATION AT BEAUFORT, FRANKLIN COUNTY, 12 POLES WEST OF
 JC0716'MILEPOST 72, 65.5 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 50,
 JC0716'AT A ROAD CROSSING, 52 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JC0716'51.4 FEET NORTH OF THE NORTH RAIL, 99.3 FEET NORTH OF BENCH MARK J
 JC0716'101 DESCRIBED ABOVE, 1 YARD EAST OF A FENCE CORNER, AND 0.5 FOOT
 JC0716'WEST OF A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL
 JC0716'SURVEY STANDARD DISK, STAMPED 801 977 E.R.A. 1935 AND SET IN THE
 JC0716'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0128 ***********************************************************************
 LE0128  DESIGNATION -  979
 LE0128  PID         -  LE0128
 LE0128  STATE/COUNTY-  MO/SCHUYLER
 LE0128  USGS QUAD   -  GREENTOP (1979)
 LE0128
 LE0128                         *CURRENT SURVEY CONTROL
 LE0128  ___________________________________________________________________
 LE0128* NAD 83(1986)-  40 21 57.     (N)    092 33 49.     (W)     SCALED    
 LE0128* NAVD 88     -       298.013  (meters)     977.73   (feet)  ADJUSTED  
 LE0128  ___________________________________________________________________
 LE0128  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LE0128  DYNAMIC HT  -         297.859 (meters)     977.23  (feet)  COMP
 LE0128  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 LE0128
 LE0128  VERT ORDER  -  SECOND    CLASS 0
 LE0128
 LE0128.The horizontal coordinates were scaled from a topographic map and have
 LE0128.an estimated accuracy of +/- 6 seconds.
 LE0128
 LE0128.The orthometric height was determined by differential leveling
 LE0128.and adjusted by the National Geodetic Survey in June 1991..
 LE0128
 LE0128.The geoid height was determined by GEOID03.
 LE0128
 LE0128.The dynamic height is computed by dividing the NAVD 88
 LE0128.geopotential number by the normal gravity value computed on the
 LE0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0128.degrees latitude (g = 980.6199 gals.).
 LE0128
 LE0128.The modeled gravity was interpolated from observed gravity values.
 LE0128
 LE0128;                    North         East    Units  Estimated Accuracy
 LE0128;SPC MO C     -   503,070.      494,600.      MT  (+/- 180 meters Scaled)
 LE0128
 LE0128                          SUPERSEDED SURVEY CONTROL
 LE0128
 LE0128  NGVD 29 (??/??/92)  298.008  (m)          977.71   (f) ADJ UNCH    2 0
 LE0128
 LE0128.Superseded values are not recommended for survey control.
 LE0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0128.See file dsdata.txt to determine how the superseded data were derived.
 LE0128
 LE0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE370684(NAD 83)
 LE0128_MARKER: P = PIPE CAP
 LE0128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LE0128_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LE0128_STAMPING: 979
 LE0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0128
 LE0128  HISTORY     - Date     Condition        Report By
 LE0128  HISTORY     - UNK      MONUMENTED       USGS
 LE0128  HISTORY     - 1943     POOR             NGS
 LE0128
 LE0128                          STATION DESCRIPTION
 LE0128
 LE0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0128'1.3 MI N FROM GREEN TOP.
 LE0128'1.3 MILES NORTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 LE0128'GREEN TOP, SCHUYLER COUNTY, 13 POLES NORTH OF MILEPOST 217, AT A
 LE0128'ROAD CROSSING, 100 FEET WEST OF THE CENTERLINE OF THE TRACK,
 LE0128'50 FEET SOUTH OF THE CENTERLINE OF THE PUBLIC ROAD, AT THE NORTH
 LE0128'EDGE OF AN EAST-AND-WEST ROAD, AND ABOUT 3 FEET HIGHER THAN THE
 LE0128'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 LE0128'979 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1222 ***********************************************************************
 HD1222  DESIGNATION -  98 M
 HD1222  PID         -  HD1222
 HD1222  STATE/COUNTY-  MO/CAMDEN
 HD1222  USGS QUAD   -  HAHATONKA (1982)
 HD1222
 HD1222                         *CURRENT SURVEY CONTROL
 HD1222  ___________________________________________________________________
 HD1222* NAD 83(1997)-  37 59 38.88957(N)    092 50 13.87913(W)     ADJUSTED  
 HD1222* NAVD 88     -       302.19   (+/-2cm)     991.4    (feet)  VERTCON   
 HD1222  ___________________________________________________________________
 HD1222  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 HD1222  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HD1222
 HD1222  HORZ ORDER  -  SECOND
 HD1222  VERT ORDER  -  THIRD ? (See Below)
 HD1222
 HD1222.The horizontal coordinates were established by classical geodetic methods
 HD1222.and adjusted by the National Geodetic Survey in February 2000..
 HD1222
 HD1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1222.The vertical order pertains to the NGVD 29 superseded value.
 HD1222
 HD1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1222
 HD1222.The geoid height was determined by GEOID03.
 HD1222
 HD1222;                    North         East     Units Scale Factor Converg.
 HD1222;SPC MO C     -   239,835.034   470,383.466   MT  0.99994413   -0 12 27.2
 HD1222;UTM  15      - 4,205,176.899   514,295.545   MT  0.99960252   +0 06 00.8
 HD1222
 HD1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1222!SPC MO C     -   0.99995752  x   0.99994413  =   0.99990166
 HD1222!UTM  15      -   0.99995752  x   0.99960252  =   0.99956006
 HD1222
 HD1222                          SUPERSEDED SURVEY CONTROL
 HD1222
 HD1222  NAD 83(1986)-  37 59 38.89858(N)    092 50 13.87834(W) AD(       ) 2
 HD1222  NAD 27      -  37 59 38.77600(N)    092 50 13.20900(W) AD(       ) 2
 HD1222  NGVD 29 (07/19/86)  302.09   (m)          991.1    (f) LEVELING    3  
 HD1222
 HD1222.Superseded values are not recommended for survey control.
 HD1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1222.See file dsdata.txt to determine how the superseded data were derived.
 HD1222
 HD1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1429605177(NAD 83)
 HD1222_MARKER: DD = SURVEY DISK
 HD1222_SETTING: 0 = UNSPECIFIED SETTING
 HD1222
 HD1222  HISTORY     - Date     Condition        Report By
 HD1222  HISTORY     - 1947     MONUMENTED       USGS
 HD1222
 HD1222                          STATION DESCRIPTION
 HD1222
 HD1222'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (MEW)
 HD1222'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF CAMDENTON
 HD1222'ON THE SOUTH SIDE OF U.S. HIGHWAY 54, IN FRONT OF A SMALL
 HD1222'STORE.  IT IS 62 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 HD1222'OF U.S. HIGHWAY 54, 3.4 FEET NORTH OF THE STORE FRONT AND
 HD1222'0.5 FOOT SOUTH OF THE NORTH EDGE OF A CONCRETE WALK.  THE
 HD1222'MARK IS A STANDARD USGS DISK SET FLUSH WITH THE SURFACE OF
 HD1222'THE CONCRETE WALK.  IT IS STAMPED 98M 1931.
 HD1222'
 HD1222'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE ROUTE 5 IN
 HD1222'CAMDENTON GO SOUTHWEST ON U.S. HIGHWAY 54 FOR 5.5 MILES TO MARK ON
 HD1222'LEFT AS DESCRIBED.
 HD1222'
 HD1222'A TRAVERSE CONNECTION WAS MADE TO ROACH 1947.  THE DISTANCE
 HD1222'WAS 36.395 METERS, 119.41 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0555 ***********************************************************************
 HC0555  DESIGNATION -  983
 HC0555  PID         -  HC0555
 HC0555  STATE/COUNTY-  MO/SHANNON
 HC0555  USGS QUAD   -  WINONA (1997)
 HC0555
 HC0555                         *CURRENT SURVEY CONTROL
 HC0555  ___________________________________________________________________
 HC0555* NAD 83(1986)-  37 00 35.     (N)    091 22 25.     (W)     SCALED    
 HC0555* NAVD 88     -       299.781  (meters)     983.53   (feet)  POSTED    
 HC0555  ___________________________________________________________________
 HC0555  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HC0555  DYNAMIC HT  -         299.530 (meters)     982.71  (feet)  COMP
 HC0555  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 HC0555
 HC0555  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0555
 HC0555.The horizontal coordinates were scaled from a topographic map and have
 HC0555.an estimated accuracy of +/- 6 seconds.
 HC0555
 HC0555.The orthometric height was determined by differential leveling
 HC0555.and adjusted by the National Geodetic Survey in 1992..
 HC0555.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0555.rate of 0.0 thru 1.0 mm/km.
 HC0555
 HC0555.The geoid height was determined by GEOID03.
 HC0555
 HC0555.The dynamic height is computed by dividing the NAVD 88
 HC0555.geopotential number by the normal gravity value computed on the
 HC0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0555.degrees latitude (g = 980.6199 gals.).
 HC0555
 HC0555.The modeled gravity was interpolated from observed gravity values.
 HC0555
 HC0555;                    North         East    Units  Estimated Accuracy
 HC0555;SPC MO E     -   130,890.      172,250.      MT  (+/- 180 meters Scaled)
 HC0555
 HC0555                          SUPERSEDED SURVEY CONTROL
 HC0555
 HC0555.No superseded survey control is available for this station.
 HC0555
 HC0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA446971(NAD 83)
 HC0555_MARKER: P = PIPE CAP
 HC0555_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0555_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0555_STAMPING: MO 983
 HC0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0555
 HC0555  HISTORY     - Date     Condition        Report By
 HC0555  HISTORY     - UNK      MONUMENTED       USGS
 HC0555  HISTORY     - 1934     GOOD             USGS
 HC0555  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0555  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0555
 HC0555                          STATION DESCRIPTION
 HC0555
 HC0555'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HC0555'AT WINONA JUNCTION.
 HC0555'AT WINONA JUNCTION, SHANNON COUNTY, ON THE ST. LOUIS-SAN
 HC0555'FRANCISCO RAILWAY, 260 FEET SOUTH OF THE JUNCTION, 25 FEET WEST
 HC0555'OF THE TRACK, AND 2 FEET NORTH OF THE SOUTH LINE OF A ROAD.  A
 HC0555'U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED MO 983 AND RIVETED
 HC0555'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 HC0555
 HC0555                          STATION RECOVERY (1977)
 HC0555
 HC0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0555'MARK NOT FOUND.
 HC0555
 HC0555                          STATION RECOVERY (1977)
 HC0555
 HC0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0630 ***********************************************************************
 JC0630  DESIGNATION -  98.45
 JC0630  PID         -  JC0630
 JC0630  STATE/COUNTY-  MO/GASCONADE
 JC0630  USGS QUAD   -  HERMANN (1985)
 JC0630
 JC0630                         *CURRENT SURVEY CONTROL
 JC0630  ___________________________________________________________________
 JC0630* NAD 83(1986)-  38 42 10.     (N)    091 27 55.     (W)     SCALED    
 JC0630* NAVD 88     -       158.629  (meters)     520.44   (feet)  ADJUSTED  
 JC0630  ___________________________________________________________________
 JC0630  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JC0630  DYNAMIC HT  -         158.525 (meters)     520.09  (feet)  COMP
 JC0630  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 JC0630
 JC0630  VERT ORDER  -  FIRST     CLASS II
 JC0630
 JC0630.The horizontal coordinates were scaled from a topographic map and have
 JC0630.an estimated accuracy of +/- 6 seconds.
 JC0630
 JC0630.The orthometric height was determined by differential leveling
 JC0630.and adjusted by the National Geodetic Survey in June 1991..
 JC0630
 JC0630.The geoid height was determined by GEOID03.
 JC0630
 JC0630.The dynamic height is computed by dividing the NAVD 88
 JC0630.geopotential number by the normal gravity value computed on the
 JC0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0630.degrees latitude (g = 980.6199 gals.).
 JC0630
 JC0630.The modeled gravity was interpolated from observed gravity values.
 JC0630
 JC0630;                    North         East    Units  Estimated Accuracy
 JC0630;SPC MO E     -   318,880.      166,040.      MT  (+/- 180 meters Scaled)
 JC0630
 JC0630                          SUPERSEDED SURVEY CONTROL
 JC0630
 JC0630  NGVD 29 (??/??/92)  158.659  (m)          520.53   (f) ADJ UNCH    1 2
 JC0630
 JC0630.Superseded values are not recommended for survey control.
 JC0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0630.See file dsdata.txt to determine how the superseded data were derived.
 JC0630
 JC0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC334849(NAD 83)
 JC0630_MARKER: DD = SURVEY DISK
 JC0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0630_STAMPING: 98.45
 JC0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0630+STABILITY: SURFACE MOTION
 JC0630
 JC0630  HISTORY     - Date     Condition        Report By
 JC0630  HISTORY     - UNK      MONUMENTED       DOD
 JC0630  HISTORY     - 1946     GOOD             NGS
 JC0630  HISTORY     - 1972     POOR             USGS
 JC0630  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0630
 JC0630                          STATION DESCRIPTION
 JC0630
 JC0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0630'1.8 MI W FROM HERMANN.
 JC0630'ABOUT 1.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0630'STATION AT HERMANN, 57.0 FEET SOUTHEAST OF THE THIRD POLE WEST OF
 JC0630'MILE POST 82-30, 14.0 FEET NORTH OF AND ABOUT LEVEL WITH THE
 JC0630'CENTER LINE OF THE NORTH TRACK.  A BRONZE DISK SET IN THE TOP
 JC0630'OF A CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES ABOVE GROUND.
 JC0630
 JC0630                          STATION RECOVERY (1972)
 JC0630
 JC0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JC0630'MARK RECOVERED IN POOR CONDITION.
 JC0630
 JC0630                          STATION RECOVERY (1986)
 JC0630
 JC0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0453 ***********************************************************************
 GE0453  DESIGNATION -  989
 GE0453  PID         -  GE0453
 GE0453  STATE/COUNTY-  MO/SHANNON
 GE0453  USGS QUAD   -  BIRCH TREE (1997)
 GE0453
 GE0453                         *CURRENT SURVEY CONTROL
 GE0453  ___________________________________________________________________
 GE0453* NAD 83(1986)-  36 59 28.     (N)    091 29 33.     (W)     SCALED    
 GE0453* NAVD 88     -       302.080  (meters)     991.07   (feet)  POSTED    
 GE0453  ___________________________________________________________________
 GE0453  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GE0453  DYNAMIC HT  -         301.830 (meters)     990.25  (feet)  COMP
 GE0453  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GE0453
 GE0453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0453
 GE0453.The horizontal coordinates were scaled from a topographic map and have
 GE0453.an estimated accuracy of +/- 6 seconds.
 GE0453
 GE0453.The orthometric height was determined by differential leveling
 GE0453.and adjusted by the National Geodetic Survey in 1992..
 GE0453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0453.rate of 0.0 thru 1.0 mm/km.
 GE0453
 GE0453.The geoid height was determined by GEOID03.
 GE0453
 GE0453.The dynamic height is computed by dividing the NAVD 88
 GE0453.geopotential number by the normal gravity value computed on the
 GE0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0453.degrees latitude (g = 980.6199 gals.).
 GE0453
 GE0453.The modeled gravity was interpolated from observed gravity values.
 GE0453
 GE0453;                    North         East    Units  Estimated Accuracy
 GE0453;SPC MO E     -   128,930.      161,650.      MT  (+/- 180 meters Scaled)
 GE0453
 GE0453                          SUPERSEDED SURVEY CONTROL
 GE0453
 GE0453  NGVD 29 (??/??/92)  301.958  (m)          990.67   (f) ADJ UNCH    2 0
 GE0453
 GE0453.Superseded values are not recommended for survey control.
 GE0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0453.See file dsdata.txt to determine how the superseded data were derived.
 GE0453
 GE0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA341949(NAD 83)
 GE0453_MARKER: P = PIPE CAP
 GE0453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0453_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0453_STAMPING: MO 989
 GE0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0453
 GE0453  HISTORY     - Date     Condition        Report By
 GE0453  HISTORY     - UNK      MONUMENTED       USGS
 GE0453  HISTORY     - 1934     GOOD             NGS
 GE0453  HISTORY     - 1977     GOOD             NGS
 GE0453
 GE0453                          STATION DESCRIPTION
 GE0453
 GE0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0453'AT BIRCH TREE.
 GE0453'AT BIRCH TREE, SHANNON COUNTY, AT THE ST. LOUIS-SAN FRANCISCO
 GE0453'RAILWAY STATION, 75 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GE0453'TRACK, AND AT THE NORTHEAST CORNER OF A SMALL PARK.  A UNITED
 GE0453'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED MO 989 AND RIVETED
 GE0453'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 GE0453
 GE0453                          STATION RECOVERY (1977)
 GE0453
 GE0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0149 ***********************************************************************
 JD0149  DESIGNATION -  99 CAP
 JD0149  PID         -  JD0149
 JD0149  STATE/COUNTY-  MO/COLE
 JD0149  USGS QUAD   -  OSAGE CITY (1981)
 JD0149
 JD0149                         *CURRENT SURVEY CONTROL
 JD0149  ___________________________________________________________________
 JD0149* NAD 83(1986)-  38 33 09.     (N)    092 01 51.     (W)     SCALED    
 JD0149* NAVD 88     -       168.138  (meters)     551.63   (feet)  ADJUSTED  
 JD0149  ___________________________________________________________________
 JD0149  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JD0149  DYNAMIC HT  -         168.024 (meters)     551.26  (feet)  COMP
 JD0149  MODELED GRAV-     979,949.6   (mgal)                       NAVD 88
 JD0149
 JD0149  VERT ORDER  -  FIRST     CLASS II
 JD0149
 JD0149.The horizontal coordinates were scaled from a topographic map and have
 JD0149.an estimated accuracy of +/- 6 seconds.
 JD0149
 JD0149.The orthometric height was determined by differential leveling
 JD0149.and adjusted by the National Geodetic Survey in June 1991..
 JD0149
 JD0149.The geoid height was determined by GEOID03.
 JD0149
 JD0149.The dynamic height is computed by dividing the NAVD 88
 JD0149.geopotential number by the normal gravity value computed on the
 JD0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0149.degrees latitude (g = 980.6199 gals.).
 JD0149
 JD0149.The modeled gravity was interpolated from observed gravity values.
 JD0149
 JD0149;                    North         East    Units  Estimated Accuracy
 JD0149;SPC MO C     -   301,860.      540,890.      MT  (+/- 180 meters Scaled)
 JD0149
 JD0149                          SUPERSEDED SURVEY CONTROL
 JD0149
 JD0149  NGVD 29 (??/??/92)  168.112  (m)          551.55   (f) ADJ UNCH    1 2
 JD0149
 JD0149.Superseded values are not recommended for survey control.
 JD0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0149.See file dsdata.txt to determine how the superseded data were derived.
 JD0149
 JD0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC844675(NAD 83)
 JD0149_MARKER: P = PIPE CAP
 JD0149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0149_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0149
 JD0149  HISTORY     - Date     Condition        Report By
 JD0149  HISTORY     - UNK      MONUMENTED       MORC
 JD0149  HISTORY     - 1946     GOOD             NGS
 JD0149  HISTORY     - 1966     POOR             NGS
 JD0149  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0149
 JD0149                          STATION DESCRIPTION
 JD0149
 JD0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0149'AT OSAGE CITY.
 JD0149'AT OSAGE CITY, ON THE MISSOURI PACIFIC RAILROAD, 96.0 FEET EAST
 JD0149'OF THE NORTHEAST CORNER OF THE STATION, 61.0 FEET SOUTHWEST OF
 JD0149'THE THIRD POLE WEST OF MILE POST 117-10, 36.0 FEET NORTH OF AND
 JD0149'ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE TRACKS, 27.0
 JD0149'FEET EAST OF THE SOUTHEAST CORNER OF A SMALL TOOL SHED AND 1.0
 JD0149'FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A COPPER BOLT LEADED IN
 JD0149'THE TOP OF A STONE ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 JD0149'PROJECTING ABOUT 10 INCHES ABOVE GROUND AND BEARING A MISSOURI
 JD0149'RIVER COMMISSION CAP.
 JD0149
 JD0149                          STATION RECOVERY (1966)
 JD0149
 JD0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JD0149'MARK RECOVERED IN POOR CONDITION.
 JD0149
 JD0149                          STATION RECOVERY (1986)
 JD0149
 JD0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0475 ***********************************************************************
 HD0475  DESIGNATION -  99 M
 HD0475  PID         -  HD0475
 HD0475  STATE/COUNTY-  MO/CAMDEN
 HD0475  USGS QUAD   -  HAHATONKA (1982)
 HD0475
 HD0475                         *CURRENT SURVEY CONTROL
 HD0475  ___________________________________________________________________
 HD0475* NAD 83(1986)-  37 59 45.     (N)    092 47 29.     (W)     SCALED    
 HD0475* NAVD 88     -       206.193  (meters)     676.48   (feet)  ADJUSTED  
 HD0475  ___________________________________________________________________
 HD0475  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HD0475  DYNAMIC HT  -         206.043 (meters)     675.99  (feet)  COMP
 HD0475  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 HD0475
 HD0475  VERT ORDER  -  SECOND    CLASS 0
 HD0475
 HD0475.The horizontal coordinates were scaled from a topographic map and have
 HD0475.an estimated accuracy of +/- 6 seconds.
 HD0475
 HD0475.The orthometric height was determined by differential leveling
 HD0475.and adjusted by the National Geodetic Survey in June 1991..
 HD0475
 HD0475.The geoid height was determined by GEOID03.
 HD0475
 HD0475.The dynamic height is computed by dividing the NAVD 88
 HD0475.geopotential number by the normal gravity value computed on the
 HD0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0475.degrees latitude (g = 980.6199 gals.).
 HD0475
 HD0475.The modeled gravity was interpolated from observed gravity values.
 HD0475
 HD0475;                    North         East    Units  Estimated Accuracy
 HD0475;SPC MO C     -   240,010.      474,410.      MT  (+/- 180 meters Scaled)
 HD0475
 HD0475                          SUPERSEDED SURVEY CONTROL
 HD0475
 HD0475  NGVD 29 (??/??/92)  206.094  (m)          676.16   (f) ADJ UNCH    2 0
 HD0475
 HD0475.Superseded values are not recommended for survey control.
 HD0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0475.See file dsdata.txt to determine how the superseded data were derived.
 HD0475
 HD0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC183053(NAD 83)
 HD0475_MARKER: DD = SURVEY DISK
 HD0475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0475_SP_SET: BRIDGE GUARDRAIL
 HD0475_STAMPING: 99 M 1931
 HD0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0475
 HD0475  HISTORY     - Date     Condition        Report By
 HD0475  HISTORY     - 1931     MONUMENTED       USGS
 HD0475  HISTORY     - 1934     GOOD             NGS
 HD0475  HISTORY     - 1968     GOOD             USGS
 HD0475
 HD0475                          STATION DESCRIPTION
 HD0475
 HD0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0475'3.1 MI W FROM CAMDENTON.
 HD0475'3.1 MILES WEST ALONG U.S. HIGHWAY 54 FROM CAMDENTON, 2.7 MILES
 HD0475'EAST OF ROACH, IN THE NORTHWEST QUARTER OF SECTION 34, T
 HD0475'38 N, R 17 W, AT A STEEL BRIDGE OVER NIANGUA RIVER, AND IN THE
 HD0475'TOP OF THE WEST END OF THE SOUTH GUARDRAIL.  A UNITED STATES
 HD0475'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 99 M 1931.
 HD0475
 HD0475                          STATION RECOVERY (1968)
 HD0475
 HD0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HD0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0480 ***********************************************************************
 HD0480  DESIGNATION -  994.9
 HD0480  PID         -  HD0480
 HD0480  STATE/COUNTY-  MO/CAMDEN
 HD0480  USGS QUAD   -  HAHATONKA (1982)
 HD0480
 HD0480                         *CURRENT SURVEY CONTROL
 HD0480  ___________________________________________________________________
 HD0480* NAD 83(1986)-  37 59 01.     (N)    092 51 46.     (W)     SCALED    
 HD0480* NAVD 88     -       303.706  (meters)     996.41   (feet)  ADJUSTED  
 HD0480  ___________________________________________________________________
 HD0480  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HD0480  DYNAMIC HT  -         303.480 (meters)     995.67  (feet)  COMP
 HD0480  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 HD0480
 HD0480  VERT ORDER  -  SECOND    CLASS 0
 HD0480
 HD0480.The horizontal coordinates were scaled from a topographic map and have
 HD0480.an estimated accuracy of +/- 6 seconds.
 HD0480
 HD0480.The orthometric height was determined by differential leveling
 HD0480.and adjusted by the National Geodetic Survey in June 1991..
 HD0480
 HD0480.The geoid height was determined by GEOID03.
 HD0480
 HD0480.The dynamic height is computed by dividing the NAVD 88
 HD0480.geopotential number by the normal gravity value computed on the
 HD0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0480.degrees latitude (g = 980.6199 gals.).
 HD0480
 HD0480.The modeled gravity was interpolated from observed gravity values.
 HD0480
 HD0480;                    North         East    Units  Estimated Accuracy
 HD0480;SPC MO C     -   238,680.      468,130.      MT  (+/- 180 meters Scaled)
 HD0480
 HD0480                          SUPERSEDED SURVEY CONTROL
 HD0480
 HD0480  NGVD 29 (??/??/92)  303.603  (m)          996.07   (f) ADJ UNCH    2 0
 HD0480
 HD0480.Superseded values are not recommended for survey control.
 HD0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0480.See file dsdata.txt to determine how the superseded data were derived.
 HD0480
 HD0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC120040(NAD 83)
 HD0480_MARKER: N = NAIL
 HD0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0480_SP_SET: OAK TREE ROOT
 HD0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0480
 HD0480  HISTORY     - Date     Condition        Report By
 HD0480  HISTORY     - UNK      MONUMENTED       USGS
 HD0480  HISTORY     - 1934     GOOD             NGS
 HD0480  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0480  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0480
 HD0480                          STATION DESCRIPTION
 HD0480
 HD0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0480'1.9 MI SW FROM ROACH.
 HD0480'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 54 FROM ROACH, NEAR A LINE
 HD0480'BETWEEN SECTIONS 1 AND 36, TPS. 37 AND 38 N, R 18 W, 65 FEET
 HD0480'SOUTHEAST OF THE INTERSECTION OF A ROAD LEADING EAST, IN A TRIANGLE
 HD0480'AT THE ENTRANCE TO A BARN, AND IN THE ROOT ON THE NORTH SIDE OF
 HD0480'A 20-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HD0480'COPPER NAIL AND WASHER.
 HD0480
 HD0480                          STATION RECOVERY (1978)
 HD0480
 HD0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0480'MARK NOT FOUND.
 HD0480
 HD0480                          STATION RECOVERY (1978)
 HD0480
 HD0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0370 ***********************************************************************
 HD0370  DESIGNATION -  995.3
 HD0370  PID         -  HD0370
 HD0370  STATE/COUNTY-  MO/CAMDEN
 HD0370  USGS QUAD   -  ELDRIDGE EAST (1985)
 HD0370
 HD0370                         *CURRENT SURVEY CONTROL
 HD0370  ___________________________________________________________________
 HD0370* NAD 83(1986)-  37 52 14.     (N)    092 42 29.     (W)     SCALED    
 HD0370* NAVD 88     -       303.889  (meters)     997.01   (feet)  ADJUSTED  
 HD0370  ___________________________________________________________________
 HD0370  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HD0370  DYNAMIC HT  -         303.661 (meters)     996.26  (feet)  COMP
 HD0370  MODELED GRAV-     979,869.6   (mgal)                       NAVD 88
 HD0370
 HD0370  VERT ORDER  -  SECOND    CLASS 0
 HD0370
 HD0370.The horizontal coordinates were scaled from a topographic map and have
 HD0370.an estimated accuracy of +/- 6 seconds.
 HD0370
 HD0370.The orthometric height was determined by differential leveling
 HD0370.and adjusted by the National Geodetic Survey in June 1991..
 HD0370
 HD0370.The geoid height was determined by GEOID03.
 HD0370
 HD0370.The dynamic height is computed by dividing the NAVD 88
 HD0370.geopotential number by the normal gravity value computed on the
 HD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0370.degrees latitude (g = 980.6199 gals.).
 HD0370
 HD0370.The modeled gravity was interpolated from observed gravity values.
 HD0370
 HD0370;                    North         East    Units  Estimated Accuracy
 HD0370;SPC MO C     -   226,090.      481,700.      MT  (+/- 180 meters Scaled)
 HD0370
 HD0370                          SUPERSEDED SURVEY CONTROL
 HD0370
 HD0370  NGVD 29 (??/??/92)  303.784  (m)          996.66   (f) ADJ UNCH    2 0
 HD0370
 HD0370.Superseded values are not recommended for survey control.
 HD0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0370.See file dsdata.txt to determine how the superseded data were derived.
 HD0370
 HD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB256914(NAD 83)
 HD0370_MARKER: Q = CHISELED SQUARE
 HD0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0370_SP_SET: CULVERT
 HD0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0370
 HD0370  HISTORY     - Date     Condition        Report By
 HD0370  HISTORY     - UNK      MONUMENTED       USGS
 HD0370  HISTORY     - 1934     GOOD             NGS
 HD0370
 HD0370                          STATION DESCRIPTION
 HD0370
 HD0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0370'2.7 MI S FROM DECATURVILLE.
 HD0370'2.7 MILES SOUTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE, IN
 HD0370'THE SOUTHWEST ANGLE OF A ROAD JUNCTION, AT A CONCRETE CULVERT,
 HD0370'AND ON THE TOP OF THE SOUTH CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0374 ***********************************************************************
 HD0374  DESIGNATION -  999.3
 HD0374  PID         -  HD0374
 HD0374  STATE/COUNTY-  MO/CAMDEN
 HD0374  USGS QUAD   -  DECATURVILLE (1975)
 HD0374
 HD0374                         *CURRENT SURVEY CONTROL
 HD0374  ___________________________________________________________________
 HD0374* NAD 83(1986)-  37 54 11.     (N)    092 42 02.     (W)     SCALED    
 HD0374* NAVD 88     -       305.230  (meters)    1001.41   (feet)  ADJUSTED  
 HD0374  ___________________________________________________________________
 HD0374  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HD0374  DYNAMIC HT  -         305.001 (meters)    1000.66  (feet)  COMP
 HD0374  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 HD0374
 HD0374  VERT ORDER  -  SECOND    CLASS 0
 HD0374
 HD0374.The horizontal coordinates were scaled from a topographic map and have
 HD0374.an estimated accuracy of +/- 6 seconds.
 HD0374
 HD0374.The orthometric height was determined by differential leveling
 HD0374.and adjusted by the National Geodetic Survey in June 1991..
 HD0374
 HD0374.The geoid height was determined by GEOID03.
 HD0374
 HD0374.The dynamic height is computed by dividing the NAVD 88
 HD0374.geopotential number by the normal gravity value computed on the
 HD0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0374.degrees latitude (g = 980.6199 gals.).
 HD0374
 HD0374.The modeled gravity was interpolated from observed gravity values.
 HD0374
 HD0374;                    North         East    Units  Estimated Accuracy
 HD0374;SPC MO C     -   229,690.      482,360.      MT  (+/- 180 meters Scaled)
 HD0374
 HD0374                          SUPERSEDED SURVEY CONTROL
 HD0374
 HD0374  NGVD 29 (??/??/92)  305.126  (m)         1001.07   (f) ADJ UNCH    2 0
 HD0374
 HD0374.Superseded values are not recommended for survey control.
 HD0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0374.See file dsdata.txt to determine how the superseded data were derived.
 HD0374
 HD0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB263951(NAD 83)
 HD0374_MARKER: Q = CHISELED SQUARE
 HD0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0374_SP_SET: CULVERT
 HD0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0374
 HD0374  HISTORY     - Date     Condition        Report By
 HD0374  HISTORY     - UNK      MONUMENTED       USGS
 HD0374  HISTORY     - 1934     GOOD             NGS
 HD0374
 HD0374                          STATION DESCRIPTION
 HD0374
 HD0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0374'0.3 MI S FROM DECATURVILLE.
 HD0374'0.3 MILE SOUTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE, AT A
 HD0374'CONCRETE CULVERT UNDER THE HIGHWAY, AND ON THE TOP OF THE WEST
 HD0374'CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0478 ***********************************************************************
 HD0478  DESIGNATION -  999.7
 HD0478  PID         -  HD0478
 HD0478  STATE/COUNTY-  MO/CAMDEN
 HD0478  USGS QUAD   -  HAHATONKA (1982)
 HD0478
 HD0478                         *CURRENT SURVEY CONTROL
 HD0478  ___________________________________________________________________
 HD0478* NAD 83(1986)-  37 59 48.     (N)    092 50 29.     (W)     SCALED    
 HD0478* NAVD 88     -       305.311  (meters)    1001.67   (feet)  ADJUSTED  
 HD0478  ___________________________________________________________________
 HD0478  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HD0478  DYNAMIC HT  -         305.083 (meters)    1000.93  (feet)  COMP
 HD0478  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 HD0478
 HD0478  VERT ORDER  -  SECOND    CLASS 0
 HD0478
 HD0478.The horizontal coordinates were scaled from a topographic map and have
 HD0478.an estimated accuracy of +/- 6 seconds.
 HD0478
 HD0478.The orthometric height was determined by differential leveling
 HD0478.and adjusted by the National Geodetic Survey in June 1991..
 HD0478
 HD0478.The geoid height was determined by GEOID03.
 HD0478
 HD0478.The dynamic height is computed by dividing the NAVD 88
 HD0478.geopotential number by the normal gravity value computed on the
 HD0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0478.degrees latitude (g = 980.6199 gals.).
 HD0478
 HD0478.The modeled gravity was interpolated from observed gravity values.
 HD0478
 HD0478;                    North         East    Units  Estimated Accuracy
 HD0478;SPC MO C     -   240,120.      470,020.      MT  (+/- 180 meters Scaled)
 HD0478
 HD0478                          SUPERSEDED SURVEY CONTROL
 HD0478
 HD0478  NGVD 29 (??/??/92)  305.208  (m)         1001.34   (f) ADJ UNCH    2 0
 HD0478
 HD0478.Superseded values are not recommended for survey control.
 HD0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0478.See file dsdata.txt to determine how the superseded data were derived.
 HD0478
 HD0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC139054(NAD 83)
 HD0478_MARKER: N = NAIL
 HD0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0478_SP_SET: OAK TREE ROOT
 HD0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0478
 HD0478  HISTORY     - Date     Condition        Report By
 HD0478  HISTORY     - UNK      MONUMENTED       USGS
 HD0478  HISTORY     - 1934     GOOD             NGS
 HD0478  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0478  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0478
 HD0478                          STATION DESCRIPTION
 HD0478
 HD0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0478'6 MI W FROM ROACH.
 HD0478'6.0 MILES WEST ALONG U.S. HIGHWAY 54 FROM CAMDENTON, 0.3 MILE
 HD0478'WEST OF ROACH, IN THE NORTH HALF OF SECTION 31, T 38 N, R 17 W, AT
 HD0478'A ROAD JUNCTION, 40 FEET SOUTH OF HIGHWAY, 50 FEET EAST OF THE
 HD0478'ROAD, IN THE ROOT ON THE EAST SIDE OF A 20-INCH OAK TREE, AND
 HD0478'IN A FIELD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 HD0478'NAIL AND WASHER.
 HD0478
 HD0478                          STATION RECOVERY (1978)
 HD0478
 HD0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0478'MARK NOT FOUND.
 HD0478
 HD0478                          STATION RECOVERY (1978)
 HD0478
 HD0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0449 ***********************************************************************
 KE0449  DESIGNATION -  A
 KE0449  PID         -  KE0449
 KE0449  STATE/COUNTY-  MO/BUCHANAN
 KE0449  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0449
 KE0449                         *CURRENT SURVEY CONTROL
 KE0449  ___________________________________________________________________
 KE0449* NAD 83(1986)-  39 45 11.     (N)    094 51 24.     (W)     SCALED    
 KE0449* NAVD 88     -       252.644  (meters)     828.88   (feet)  ADJUSTED  
 KE0449  ___________________________________________________________________
 KE0449  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0449  DYNAMIC HT  -         252.497 (meters)     828.40  (feet)  COMP
 KE0449  MODELED GRAV-     980,041.3   (mgal)                       NAVD 88
 KE0449
 KE0449  VERT ORDER  -  FIRST     CLASS II
 KE0449
 KE0449.The horizontal coordinates were scaled from a topographic map and have
 KE0449.an estimated accuracy of +/- 6 seconds.
 KE0449
 KE0449.The orthometric height was determined by differential leveling
 KE0449.and adjusted by the National Geodetic Survey in June 1991..
 KE0449.WARNING-Repeat measurements at this control monument indicate possible
 KE0449.vertical movement.
 KE0449
 KE0449.The geoid height was determined by GEOID03.
 KE0449
 KE0449.The dynamic height is computed by dividing the NAVD 88
 KE0449.geopotential number by the normal gravity value computed on the
 KE0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0449.degrees latitude (g = 980.6199 gals.).
 KE0449
 KE0449.The modeled gravity was interpolated from observed gravity values.
 KE0449
 KE0449;                    North         East    Units  Estimated Accuracy
 KE0449;SPC MO W     -   398,110.      819,440.      MT  (+/- 180 meters Scaled)
 KE0449
 KE0449                          SUPERSEDED SURVEY CONTROL
 KE0449
 KE0449  NGVD 29 (??/??/92)  252.551  (m)          828.58   (f) ADJ UNCH    1 2
 KE0449
 KE0449.Superseded values are not recommended for survey control.
 KE0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0449.See file dsdata.txt to determine how the superseded data were derived.
 KE0449
 KE0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE409019(NAD 83)
 KE0449_MARKER: S = SPIKE
 KE0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0449_SP_SET: BRIDGE
 KE0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0449
 KE0449  HISTORY     - Date     Condition        Report By
 KE0449  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0449  HISTORY     - 1948     GOOD             NGS
 KE0449  HISTORY     - 19890820 MARK NOT FOUND   NGS
 KE0449
 KE0449                          STATION DESCRIPTION
 KE0449
 KE0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0449'AT ST JOSEPH.
 KE0449'AT ST. JOSEPH, BUCHANAN COUNTY, AT THE OLD ST. JOSEPH AND GRAND
 KE0449'ISLAND RAILWAY BRIDGE OVER MISSOURI RIVER, IN THE TOP OF THE
 KE0449'CONCRETE ABUTMENT, AND SOUTH OF THE RAILING.  A RAILROAD SPIKE.
 KE0449
 KE0449                          STATION RECOVERY (1989)
 KE0449
 KE0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0449'THERE IS A WATER GAGE ON THE SOUTH END OF THE ABUTMENT AND IT MAY BE
 KE0449'COVERING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0190 ***********************************************************************
 LE0190  DESIGNATION -  A 10
 LE0190  PID         -  LE0190
 LE0190  STATE/COUNTY-  MO/PUTNAM
 LE0190  USGS QUAD   -  MENDOTA (1979)
 LE0190
 LE0190                         *CURRENT SURVEY CONTROL
 LE0190  ___________________________________________________________________
 LE0190* NAD 83(1986)-  40 34 43.     (N)    092 54 24.     (W)     SCALED    
 LE0190* NAVD 88     -       269.647  (meters)     884.67   (feet)  ADJUSTED  
 LE0190  ___________________________________________________________________
 LE0190  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LE0190  DYNAMIC HT  -         269.510 (meters)     884.22  (feet)  COMP
 LE0190  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LE0190
 LE0190  VERT ORDER  -  FIRST     CLASS II
 LE0190
 LE0190.The horizontal coordinates were scaled from a topographic map and have
 LE0190.an estimated accuracy of +/- 6 seconds.
 LE0190
 LE0190.The orthometric height was determined by differential leveling
 LE0190.and adjusted by the National Geodetic Survey in June 1991..
 LE0190
 LE0190.The geoid height was determined by GEOID03.
 LE0190
 LE0190.The dynamic height is computed by dividing the NAVD 88
 LE0190.geopotential number by the normal gravity value computed on the
 LE0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0190.degrees latitude (g = 980.6199 gals.).
 LE0190
 LE0190.The modeled gravity was interpolated from observed gravity values.
 LE0190
 LE0190;                    North         East    Units  Estimated Accuracy
 LE0190;SPC MO C     -   526,770.      465,570.      MT  (+/- 180 meters Scaled)
 LE0190
 LE0190                          SUPERSEDED SURVEY CONTROL
 LE0190
 LE0190  NGVD 29 (??/??/92)  269.628  (m)          884.60   (f) ADJ UNCH    1 2
 LE0190
 LE0190.Superseded values are not recommended for survey control.
 LE0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0190.See file dsdata.txt to determine how the superseded data were derived.
 LE0190
 LE0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE078919(NAD 83)
 LE0190_MARKER: DB = BENCH MARK DISK
 LE0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0190_SP_SET: FOUNDATION
 LE0190_STAMPING: 884.457 A 10 1930
 LE0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0190
 LE0190  HISTORY     - Date     Condition        Report By
 LE0190  HISTORY     - 1930     MONUMENTED       CGS
 LE0190  HISTORY     - 1934     GOOD             NGS
 LE0190
 LE0190                          STATION DESCRIPTION
 LE0190
 LE0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0190'AT MENDOTA.
 LE0190'AT MENDOTA, PUTNAM COUNTY, 100 FEET SOUTH OF THE CHICAGO,
 LE0190'BURLINGTON AND QUINCY RAILROAD STATION, IN THE CONCRETE FOUNDATION
 LE0190'OF AN ABANDONED WATER TANK, 7 RAILS NORTH OF MILEPOST 118, AND
 LE0190'15 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED 884.457 A 10
 LE0190'1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0710 ***********************************************************************
 KD0710  DESIGNATION -  A 10 B 1
 KD0710  PID         -  KD0710
 KD0710  STATE/COUNTY-  MO/LAFAYETTE
 KD0710  USGS QUAD   -  DOVER (1978)
 KD0710
 KD0710                         *CURRENT SURVEY CONTROL
 KD0710  ___________________________________________________________________
 KD0710* NAD 83(1986)-  39 08 04.     (N)    093 37 54.     (W)     SCALED    
 KD0710* NAVD 88     -       258.413  (meters)     847.81   (feet)  ADJUSTED  
 KD0710  ___________________________________________________________________
 KD0710  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0710  DYNAMIC HT  -         258.251 (meters)     847.28  (feet)  COMP
 KD0710  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 KD0710
 KD0710  VERT ORDER  -  SECOND    CLASS 0
 KD0710
 KD0710.The horizontal coordinates were scaled from a topographic map and have
 KD0710.an estimated accuracy of +/- 6 seconds.
 KD0710
 KD0710.The orthometric height was determined by differential leveling
 KD0710.and adjusted by the National Geodetic Survey in June 1991..
 KD0710
 KD0710.The geoid height was determined by GEOID03.
 KD0710
 KD0710.The dynamic height is computed by dividing the NAVD 88
 KD0710.geopotential number by the normal gravity value computed on the
 KD0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0710.degrees latitude (g = 980.6199 gals.).
 KD0710
 KD0710.The modeled gravity was interpolated from observed gravity values.
 KD0710
 KD0710;                    North         East    Units  Estimated Accuracy
 KD0710;SPC MO W     -   329,730.      925,070.      MT  (+/- 180 meters Scaled)
 KD0710
 KD0710                          SUPERSEDED SURVEY CONTROL
 KD0710
 KD0710  NGVD 29 (??/??/92)  258.31   (m)          847.5    (f) COMPUTED    2 0
 KD0710
 KD0710.Superseded values are not recommended for survey control.
 KD0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0710.See file dsdata.txt to determine how the superseded data were derived.
 KD0710
 KD0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD454318(NAD 83)
 KD0710_MARKER: DZ = AZIMUTH MARK DISK
 KD0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0710_SP_SET: CONCRETE PEDESTAL
 KD0710_STAMPING: A 10 B 1
 KD0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0710
 KD0710  HISTORY     - Date     Condition        Report By
 KD0710  HISTORY     - UNK      MONUMENTED       DOD
 KD0710  HISTORY     - 1962     GOOD             NGS
 KD0710
 KD0710                          STATION DESCRIPTION
 KD0710
 KD0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0710'3 MI N FROM CORDER.
 KD0710'ABOUT 0.6 MILE NORTH ALONG COUNTY ROAD NO. V FROM THE CORDER
 KD0710'BANK AT CORDER, THENCE 2.3 MILES NORTH ALONG COUNTY ROAD NO. BB,
 KD0710'THENCE 0.1 MILE WEST ACROSS A FIELD, ON THE CREST OF A SMALL
 KD0710'HILL, 195 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL
 KD0710'BUILDING, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 KD0710'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0711 ***********************************************************************
 KD0711  DESIGNATION -  A 10 B 2
 KD0711  PID         -  KD0711
 KD0711  STATE/COUNTY-  MO/LAFAYETTE
 KD0711  USGS QUAD   -  DOVER (1978)
 KD0711
 KD0711                         *CURRENT SURVEY CONTROL
 KD0711  ___________________________________________________________________
 KD0711* NAD 83(1986)-  39 08 02.     (N)    093 37 41.     (W)     SCALED    
 KD0711* NAVD 88     -       254.281  (meters)     834.25   (feet)  ADJUSTED  
 KD0711  ___________________________________________________________________
 KD0711  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0711  DYNAMIC HT  -         254.121 (meters)     833.73  (feet)  COMP
 KD0711  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 KD0711
 KD0711  VERT ORDER  -  SECOND    CLASS 0
 KD0711
 KD0711.The horizontal coordinates were scaled from a topographic map and have
 KD0711.an estimated accuracy of +/- 6 seconds.
 KD0711
 KD0711.The orthometric height was determined by differential leveling
 KD0711.and adjusted by the National Geodetic Survey in June 1991..
 KD0711
 KD0711.The geoid height was determined by GEOID03.
 KD0711
 KD0711.The dynamic height is computed by dividing the NAVD 88
 KD0711.geopotential number by the normal gravity value computed on the
 KD0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0711.degrees latitude (g = 980.6199 gals.).
 KD0711
 KD0711.The modeled gravity was interpolated from observed gravity values.
 KD0711
 KD0711;                    North         East    Units  Estimated Accuracy
 KD0711;SPC MO W     -   329,670.      925,390.      MT  (+/- 180 meters Scaled)
 KD0711
 KD0711                          SUPERSEDED SURVEY CONTROL
 KD0711
 KD0711  NGVD 29 (??/??/92)  254.18   (m)          833.9    (f) COMPUTED    2 0
 KD0711
 KD0711.Superseded values are not recommended for survey control.
 KD0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0711.See file dsdata.txt to determine how the superseded data were derived.
 KD0711
 KD0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD457318(NAD 83)
 KD0711_MARKER: DZ = AZIMUTH MARK DISK
 KD0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0711_SP_SET: CONCRETE PEDESTAL
 KD0711_STAMPING: A 10 B 2
 KD0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0711
 KD0711  HISTORY     - Date     Condition        Report By
 KD0711  HISTORY     - UNK      MONUMENTED       DOD
 KD0711  HISTORY     - 1962     GOOD             NGS
 KD0711
 KD0711                          STATION DESCRIPTION
 KD0711
 KD0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0711'2.9 MI N FROM CORDER.
 KD0711'ABOUT 0.6 MILE NORTH ALONG COUNTY ROAD NO. V FROM THE CORDER
 KD0711'BANK AT CORDER, THENCE 2.2 MILES NORTH ALONG COUNTY ROAD NO. BB,
 KD0711'THENCE 0.1 MILE EAST ALONG THE SOUTH SIDE OF A FENCE THROUGH
 KD0711'A FIELD, ON A SLIGHT RIDGE THROUGH A FIELD, 35 FEET SOUTH OF A
 KD0711'FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 KD0711'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0713 ***********************************************************************
 KD0713  DESIGNATION -  A 10 Z
 KD0713  PID         -  KD0713
 KD0713  STATE/COUNTY-  MO/LAFAYETTE
 KD0713  USGS QUAD   -  DOVER (1978)
 KD0713
 KD0713                         *CURRENT SURVEY CONTROL
 KD0713  ___________________________________________________________________
 KD0713* NAD 83(1986)-  39 07 43.     (N)    093 37 49.     (W)     SCALED    
 KD0713* NAVD 88     -       260.232  (meters)     853.78   (feet)  ADJUSTED  
 KD0713  ___________________________________________________________________
 KD0713  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0713  DYNAMIC HT  -         260.068 (meters)     853.24  (feet)  COMP
 KD0713  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 KD0713
 KD0713  VERT ORDER  -  SECOND    CLASS 0
 KD0713
 KD0713.The horizontal coordinates were scaled from a topographic map and have
 KD0713.an estimated accuracy of +/- 6 seconds.
 KD0713
 KD0713.The orthometric height was determined by differential leveling
 KD0713.and adjusted by the National Geodetic Survey in June 1991..
 KD0713
 KD0713.The geoid height was determined by GEOID03.
 KD0713
 KD0713.The dynamic height is computed by dividing the NAVD 88
 KD0713.geopotential number by the normal gravity value computed on the
 KD0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0713.degrees latitude (g = 980.6199 gals.).
 KD0713
 KD0713.The modeled gravity was interpolated from observed gravity values.
 KD0713
 KD0713;                    North         East    Units  Estimated Accuracy
 KD0713;SPC MO W     -   329,090.      925,200.      MT  (+/- 180 meters Scaled)
 KD0713
 KD0713                          SUPERSEDED SURVEY CONTROL
 KD0713
 KD0713  NGVD 29 (??/??/92)  260.13   (m)          853.4    (f) COMPUTED    2 0
 KD0713
 KD0713.Superseded values are not recommended for survey control.
 KD0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0713.See file dsdata.txt to determine how the superseded data were derived.
 KD0713
 KD0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD455312(NAD 83)
 KD0713_MARKER: DS = TRIANGULATION STATION DISK
 KD0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0713_STAMPING: A 10 Z 1962
 KD0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0713+STABILITY: SURFACE MOTION
 KD0713
 KD0713  HISTORY     - Date     Condition        Report By
 KD0713  HISTORY     - 1962     MONUMENTED       CGS
 KD0713
 KD0713                          STATION DESCRIPTION
 KD0713
 KD0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0713'2.5 MI N FROM CORDER.
 KD0713'ABOUT 0.6 MILE NORTH ALONG COUNTY ROAD NO. V FROM THE CORDER
 KD0713'BANK AT CORDER, THENCE 1.9 MILES NORTH ALONG COUNTY ROAD NO. BB,
 KD0713'AT THE CREST OF A HILL, 155 FEET NORTH OF THE CENTERLINE OF A
 KD0713'PRIVATE DRIVEWAY LEADING TO THE HERBERT W. FICHER, SR. FARMHOUSE,
 KD0713'34 FEET WEST OF THE CENTERLINE OF THE ROAD, 68 FEET WEST ACROSS
 KD0713'THE ROAD FROM R.M. 1, 54.7 FEET NORTH OF R.M. 2, 7.8 FEET
 KD0713'SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET EAST OF A FENCE, ABOUT
 KD0713'3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 KD0713'CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0712 ***********************************************************************
 KD0712  DESIGNATION -  A 10 Z RM 1
 KD0712  PID         -  KD0712
 KD0712  STATE/COUNTY-  MO/LAFAYETTE
 KD0712  USGS QUAD   -  DOVER (1978)
 KD0712
 KD0712                         *CURRENT SURVEY CONTROL
 KD0712  ___________________________________________________________________
 KD0712* NAD 83(1986)-  39 07 43.     (N)    093 37 49.     (W)     SCALED    
 KD0712* NAVD 88     -       259.774  (meters)     852.28   (feet)  ADJUSTED  
 KD0712  ___________________________________________________________________
 KD0712  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0712  DYNAMIC HT  -         259.611 (meters)     851.74  (feet)  COMP
 KD0712  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 KD0712
 KD0712  VERT ORDER  -  SECOND    CLASS 0
 KD0712
 KD0712.The horizontal coordinates were scaled from a topographic map and have
 KD0712.an estimated accuracy of +/- 6 seconds.
 KD0712
 KD0712.The orthometric height was determined by differential leveling
 KD0712.and adjusted by the National Geodetic Survey in June 1991..
 KD0712
 KD0712.The geoid height was determined by GEOID03.
 KD0712
 KD0712.The dynamic height is computed by dividing the NAVD 88
 KD0712.geopotential number by the normal gravity value computed on the
 KD0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0712.degrees latitude (g = 980.6199 gals.).
 KD0712
 KD0712.The modeled gravity was interpolated from observed gravity values.
 KD0712
 KD0712;                    North         East    Units  Estimated Accuracy
 KD0712;SPC MO W     -   329,090.      925,200.      MT  (+/- 180 meters Scaled)
 KD0712
 KD0712                          SUPERSEDED SURVEY CONTROL
 KD0712
 KD0712  NGVD 29 (??/??/92)  259.67   (m)          851.9    (f) COMPUTED    2 0
 KD0712
 KD0712.Superseded values are not recommended for survey control.
 KD0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0712.See file dsdata.txt to determine how the superseded data were derived.
 KD0712
 KD0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD455312(NAD 83)
 KD0712_MARKER: DR = REFERENCE MARK DISK
 KD0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0712_STAMPING: A 10 Z NO 1 1962
 KD0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0712+STABILITY: SURFACE MOTION
 KD0712
 KD0712  HISTORY     - Date     Condition        Report By
 KD0712  HISTORY     - 1962     MONUMENTED       CGS
 KD0712
 KD0712                          STATION DESCRIPTION
 KD0712
 KD0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0712'2.5 MI N FROM CORDER.
 KD0712'ABOUT 0.6 MILE NORTH ALONG COUNTY ROAD NO. V FROM THE CORDER
 KD0712'BANK AT CORDER, THENCE 1.9 MILES NORTH ALONG COUNTY ROAD NO. BB,
 KD0712'34 FEET EAST OF THE CENTERLINE OF THE ROAD, 86 FEET NORTHEAST
 KD0712'ACROSS THE ROAD FROM R.M. 2, 68 FEET EAST ACROSS THE ROAD FROM
 KD0712'A 10 Z 1962, 1.5 FEET WEST OF A FENCE, ABOUT 3 FEET ABOVE THE
 KD0712'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 KD0712'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0714 ***********************************************************************
 KD0714  DESIGNATION -  A 10 Z RM 2
 KD0714  PID         -  KD0714
 KD0714  STATE/COUNTY-  MO/LAFAYETTE
 KD0714  USGS QUAD   -  DOVER (1978)
 KD0714
 KD0714                         *CURRENT SURVEY CONTROL
 KD0714  ___________________________________________________________________
 KD0714* NAD 83(1986)-  39 07 43.     (N)    093 37 49.     (W)     SCALED    
 KD0714* NAVD 88     -       260.320  (meters)     854.07   (feet)  ADJUSTED  
 KD0714  ___________________________________________________________________
 KD0714  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0714  DYNAMIC HT  -         260.156 (meters)     853.53  (feet)  COMP
 KD0714  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 KD0714
 KD0714  VERT ORDER  -  SECOND    CLASS 0
 KD0714
 KD0714.The horizontal coordinates were scaled from a topographic map and have
 KD0714.an estimated accuracy of +/- 6 seconds.
 KD0714
 KD0714.The orthometric height was determined by differential leveling
 KD0714.and adjusted by the National Geodetic Survey in June 1991..
 KD0714
 KD0714.The geoid height was determined by GEOID03.
 KD0714
 KD0714.The dynamic height is computed by dividing the NAVD 88
 KD0714.geopotential number by the normal gravity value computed on the
 KD0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0714.degrees latitude (g = 980.6199 gals.).
 KD0714
 KD0714.The modeled gravity was interpolated from observed gravity values.
 KD0714
 KD0714;                    North         East    Units  Estimated Accuracy
 KD0714;SPC MO W     -   329,090.      925,200.      MT  (+/- 180 meters Scaled)
 KD0714
 KD0714                          SUPERSEDED SURVEY CONTROL
 KD0714
 KD0714  NGVD 29 (??/??/92)  260.22   (m)          853.7    (f) COMPUTED    2 0
 KD0714
 KD0714.Superseded values are not recommended for survey control.
 KD0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0714.See file dsdata.txt to determine how the superseded data were derived.
 KD0714
 KD0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD455312(NAD 83)
 KD0714_MARKER: DR = REFERENCE MARK DISK
 KD0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0714_STAMPING: A 10 Z NO 2 1962
 KD0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0714+STABILITY: SURFACE MOTION
 KD0714
 KD0714  HISTORY     - Date     Condition        Report By
 KD0714  HISTORY     - 1962     MONUMENTED       CGS
 KD0714
 KD0714                          STATION DESCRIPTION
 KD0714
 KD0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0714'2.5 MI N FROM CORDER.
 KD0714'ABOUT 0.6 MILE NORTH ALONG COUNTY ROAD NO. V FROM THE CORDER
 KD0714'BANK AT CORDER, THENCE 1.9 MILES NORTH ALONG COUNTY ROAD NO. BB,
 KD0714'34 FEET WEST OF THE CENTERLINE OF THE ROAD, 86 FEET SOUTHWEST
 KD0714'ACROSS THE ROAD FROM R.M. 1, 54.7 FEET SOUTH OF THE STATION
 KD0714'A 10 Z 1962, 1.5 FEET EAST OF A FENCE, ABOUT 3 FEET ABOVE THE
 KD0714'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 KD0714'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0292 ***********************************************************************
 JD0292  DESIGNATION -  A 100
 JD0292  PID         -  JD0292
 JD0292  STATE/COUNTY-  MO/MILLER
 JD0292  USGS QUAD   -  ELDON (1983)
 JD0292
 JD0292                         *CURRENT SURVEY CONTROL
 JD0292  ___________________________________________________________________
 JD0292* NAD 83(1986)-  38 20 48.     (N)    092 34 46.     (W)     SCALED    
 JD0292* NAVD 88     -       284.454  (meters)     933.25   (feet)  ADJUSTED  
 JD0292  ___________________________________________________________________
 JD0292  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JD0292  DYNAMIC HT  -         284.254 (meters)     932.59  (feet)  COMP
 JD0292  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 JD0292
 JD0292  VERT ORDER  -  SECOND    CLASS 0
 JD0292
 JD0292.The horizontal coordinates were scaled from a topographic map and have
 JD0292.an estimated accuracy of +/- 6 seconds.
 JD0292
 JD0292.The orthometric height was determined by differential leveling
 JD0292.and adjusted by the National Geodetic Survey in June 1991..
 JD0292
 JD0292.The geoid height was determined by GEOID03.
 JD0292
 JD0292.The dynamic height is computed by dividing the NAVD 88
 JD0292.geopotential number by the normal gravity value computed on the
 JD0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0292.degrees latitude (g = 980.6199 gals.).
 JD0292
 JD0292.The modeled gravity was interpolated from observed gravity values.
 JD0292
 JD0292;                    North         East    Units  Estimated Accuracy
 JD0292;SPC MO C     -   278,910.      493,060.      MT  (+/- 180 meters Scaled)
 JD0292
 JD0292                          SUPERSEDED SURVEY CONTROL
 JD0292
 JD0292  NGVD 29 (??/??/92)  284.391  (m)          933.04   (f) ADJ UNCH    2 0
 JD0292
 JD0292.Superseded values are not recommended for survey control.
 JD0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0292.See file dsdata.txt to determine how the superseded data were derived.
 JD0292
 JD0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC367443(NAD 83)
 JD0292_MARKER: DB = BENCH MARK DISK
 JD0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0292_STAMPING: A 100 1935
 JD0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0292+STABILITY: SURFACE MOTION
 JD0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD0292+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 JD0292
 JD0292  HISTORY     - Date     Condition        Report By
 JD0292  HISTORY     - 1935     MONUMENTED       CGS
 JD0292  HISTORY     - 1990     GOOD             USPSQD
 JD0292  HISTORY     - 20050223 GOOD             GEOCAC
 JD0292
 JD0292                          STATION DESCRIPTION
 JD0292
 JD0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0292'AT ELDON.
 JD0292'AT ELDON, 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CITY
 JD0292'HALL, AND 6 FEET FROM SIDEWALKS RUNNING SOUTH AND WEST.  A
 JD0292'STANDARD DISK, STAMPED A 100 1935 AND SET IN THE TOP OF A
 JD0292'CONCRETE POST.
 JD0292
 JD0292                          STATION RECOVERY (1990)
 JD0292
 JD0292'RECOVERY NOTE BY US POWER SQUADRON 1990 (PMD)
 JD0292'RECOVERED IN GOOD CONDITION.
 JD0292
 JD0292                          STATION RECOVERY (2005)
 JD0292
 JD0292'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD0292'HANDHELD GPS COORDINATES - 38 20 59 (N), 092 34 48 (W).  CITY HALL IS
 JD0292'AT THE NE CORNER OF THE INTERSECTION OF FIRST ST AND OAK ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0704 ***********************************************************************
 JC0704  DESIGNATION -  A 101
 JC0704  PID         -  JC0704
 JC0704  STATE/COUNTY-  MO/GASCONADE
 JC0704  USGS QUAD   -  ROSEBUD (1980)
 JC0704
 JC0704                         *CURRENT SURVEY CONTROL
 JC0704  ___________________________________________________________________
 JC0704* NAD 83(1986)-  38 23 18.     (N)    091 24 00.     (W)     SCALED    
 JC0704* NAVD 88     -       269.022  (meters)     882.62   (feet)  ADJUSTED  
 JC0704  ___________________________________________________________________
 JC0704  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JC0704  DYNAMIC HT  -         268.841 (meters)     882.02  (feet)  COMP
 JC0704  MODELED GRAV-     979,949.0   (mgal)                       NAVD 88
 JC0704
 JC0704  VERT ORDER  -  SECOND    CLASS 0
 JC0704
 JC0704.The horizontal coordinates were scaled from a topographic map and have
 JC0704.an estimated accuracy of +/- 6 seconds.
 JC0704
 JC0704.The orthometric height was determined by differential leveling
 JC0704.and adjusted by the National Geodetic Survey in June 1991..
 JC0704
 JC0704.The geoid height was determined by GEOID03.
 JC0704
 JC0704.The dynamic height is computed by dividing the NAVD 88
 JC0704.geopotential number by the normal gravity value computed on the
 JC0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0704.degrees latitude (g = 980.6199 gals.).
 JC0704
 JC0704.The modeled gravity was interpolated from observed gravity values.
 JC0704
 JC0704;                    North         East    Units  Estimated Accuracy
 JC0704;SPC MO E     -   283,920.      171,370.      MT  (+/- 180 meters Scaled)
 JC0704
 JC0704                          SUPERSEDED SURVEY CONTROL
 JC0704
 JC0704  NGVD 29 (??/??/92)  269.028  (m)          882.64   (f) ADJ UNCH    2 0
 JC0704
 JC0704.Superseded values are not recommended for survey control.
 JC0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0704.See file dsdata.txt to determine how the superseded data were derived.
 JC0704
 JC0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC397501(NAD 83)
 JC0704_MARKER: DB = BENCH MARK DISK
 JC0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0704_STAMPING: A 101 1935
 JC0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0704+STABILITY: SURFACE MOTION
 JC0704
 JC0704  HISTORY     - Date     Condition        Report By
 JC0704  HISTORY     - 1935     MONUMENTED       CGS
 JC0704  HISTORY     - 1940     GOOD             NGS
 JC0704
 JC0704                          STATION DESCRIPTION
 JC0704
 JC0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0704'AT ROSEBUD.
 JC0704'AT ROSEBUD, GASCONADE COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 JC0704'PACIFIC RAILROAD, 36 YARDS WEST OF THE STATION, 55.5 FEET
 JC0704'SOUTHEAST OF THE THIRTIETH POLE WEST OF MILEPOST 84, AT A STREET
 JC0704'CROSSING, 50 FEET WEST OF THE CENTER LINE OF THE STREET, 17.3
 JC0704'FEET NORTH OF THE NORTH RAIL, AND 0.4 FOOT WEST OF A WHITE WOODEN
 JC0704'WITNESS POST.  A STANDARD DISK, STAMPED A 101 1935 AND SET IN THE
 JC0704'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0583 ***********************************************************************
 JC0583  DESIGNATION -  A 102
 JC0583  PID         -  JC0583
 JC0583  STATE/COUNTY-  MO/FRANKLIN
 JC0583  USGS QUAD   -  LABADIE (1980)
 JC0583
 JC0583                         *CURRENT SURVEY CONTROL
 JC0583  ___________________________________________________________________
 JC0583* NAD 83(1986)-  38 31 13.     (N)    090 51 02.     (W)     SCALED    
 JC0583* NAVD 88     -       158.937  (meters)     521.45   (feet)  ADJUSTED  
 JC0583  ___________________________________________________________________
 JC0583  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JC0583  DYNAMIC HT  -         158.833 (meters)     521.10  (feet)  COMP
 JC0583  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 JC0583
 JC0583  VERT ORDER  -  SECOND    CLASS 0
 JC0583
 JC0583.The horizontal coordinates were scaled from a topographic map and have
 JC0583.an estimated accuracy of +/- 6 seconds.
 JC0583
 JC0583.The orthometric height was determined by differential leveling
 JC0583.and adjusted by the National Geodetic Survey in June 1991..
 JC0583
 JC0583.The geoid height was determined by GEOID03.
 JC0583
 JC0583.The dynamic height is computed by dividing the NAVD 88
 JC0583.geopotential number by the normal gravity value computed on the
 JC0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0583.degrees latitude (g = 980.6199 gals.).
 JC0583
 JC0583.The modeled gravity was interpolated from observed gravity values.
 JC0583
 JC0583;                    North         East    Units  Estimated Accuracy
 JC0583;SPC MO E     -   298,240.      219,430.      MT  (+/- 180 meters Scaled)
 JC0583
 JC0583                          SUPERSEDED SURVEY CONTROL
 JC0583
 JC0583  NGVD 29 (??/??/92)  159.004  (m)          521.67   (f) ADJ UNCH    2 0
 JC0583
 JC0583.Superseded values are not recommended for survey control.
 JC0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0583.See file dsdata.txt to determine how the superseded data were derived.
 JC0583
 JC0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC873657(NAD 83)
 JC0583_MARKER: DB = BENCH MARK DISK
 JC0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0583_STAMPING: A 102 1935
 JC0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0583+STABILITY: SURFACE MOTION
 JC0583
 JC0583  HISTORY     - Date     Condition        Report By
 JC0583  HISTORY     - 1935     MONUMENTED       CGS
 JC0583  HISTORY     - 1946     MARK NOT FOUND   NGS
 JC0583  HISTORY     - 1971     MARK NOT FOUND   USGS
 JC0583
 JC0583                          STATION DESCRIPTION
 JC0583
 JC0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0583'0.7 MI SW FROM LABADIE.
 JC0583'0.7 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0583'RAILROAD FROM THE STATION AT LABADIE, FRANKLIN COUNTY 5 YARDS EAST
 JC0583'OF THE TWENTY-SECOND POLE WEST OF MILEPOST 46, 43.2 FEET SOUTH
 JC0583'OF THE SOUTH SIDE OF THE WEST PIER OF THE MISSOURI PACIFIC
 JC0583'RAILROAD OVERPASS, 20.9 FEET WEST OF THE WEST RAIL, AND 0.5 FOOT
 JC0583'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A
 JC0583'102 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JC0583'INCHES ABOVE GROUND.
 JC0583
 JC0583                          STATION RECOVERY (1971)
 JC0583
 JC0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JC0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0650 ***********************************************************************
 JC0650  DESIGNATION -  A 103
 JC0650  PID         -  JC0650
 JC0650  STATE/COUNTY-  MO/GASCONADE
 JC0650  USGS QUAD   -  HERMANN (1985)
 JC0650
 JC0650                         *CURRENT SURVEY CONTROL
 JC0650  ___________________________________________________________________
 JC0650* NAD 83(1986)-  38 42 23.     (N)    091 26 14.     (W)     SCALED    
 JC0650* NAVD 88     -       170.371  (meters)     558.96   (feet)  ADJUSTED  
 JC0650  ___________________________________________________________________
 JC0650  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JC0650  DYNAMIC HT  -         170.259 (meters)     558.59  (feet)  COMP
 JC0650  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 JC0650
 JC0650  VERT ORDER  -  SECOND    CLASS 0
 JC0650
 JC0650.The horizontal coordinates were scaled from a topographic map and have
 JC0650.an estimated accuracy of +/- 6 seconds.
 JC0650
 JC0650.The orthometric height was determined by differential leveling
 JC0650.and adjusted by the National Geodetic Survey in June 1991..
 JC0650
 JC0650.The geoid height was determined by GEOID03.
 JC0650
 JC0650.The dynamic height is computed by dividing the NAVD 88
 JC0650.geopotential number by the normal gravity value computed on the
 JC0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0650.degrees latitude (g = 980.6199 gals.).
 JC0650
 JC0650.The modeled gravity was interpolated from observed gravity values.
 JC0650
 JC0650;                    North         East    Units  Estimated Accuracy
 JC0650;SPC MO E     -   319,260.      168,480.      MT  (+/- 180 meters Scaled)
 JC0650
 JC0650                          SUPERSEDED SURVEY CONTROL
 JC0650
 JC0650  NGVD 29 (??/??/92)  170.381  (m)          558.99   (f) ADJ UNCH    2 0
 JC0650
 JC0650.Superseded values are not recommended for survey control.
 JC0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0650.See file dsdata.txt to determine how the superseded data were derived.
 JC0650
 JC0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC358853(NAD 83)
 JC0650_MARKER: DB = BENCH MARK DISK
 JC0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0650_STAMPING: A 103 1935
 JC0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0650+STABILITY: SURFACE MOTION
 JC0650
 JC0650  HISTORY     - Date     Condition        Report By
 JC0650  HISTORY     - 1935     MONUMENTED       CGS
 JC0650  HISTORY     - 1938     GOOD             NGS
 JC0650  HISTORY     - 1972     MARK NOT FOUND   USGS
 JC0650
 JC0650                          STATION DESCRIPTION
 JC0650
 JC0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0650'IN HERMANN.
 JC0650'AT HERMANN, GASCONADE COUNTY, AT THE MIDDLE OF THE CENTER
 JC0650'PLOT OF STATE HIGHWAY 19, 75 FEET NORTH OF THE CITY HALL, AND
 JC0650'15 FEET NORTH OF THE CENTER OF A ROAD CROSSING.  A STANDARD
 JC0650'DISK, STAMPED A 103 1935 AND SET IN THE TOP OF A CONCRETE POST
 JC0650'FLUSH WITH THE GROUND.
 JC0650
 JC0650                          STATION RECOVERY (1972)
 JC0650
 JC0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JC0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0828 ***********************************************************************
 JC0828  DESIGNATION -  A 104
 JC0828  PID         -  JC0828
 JC0828  STATE/COUNTY-  MO/CRAWFORD
 JC0828  USGS QUAD   -  OAK HILL (1980)
 JC0828
 JC0828                         *CURRENT SURVEY CONTROL
 JC0828  ___________________________________________________________________
 JC0828* NAD 83(1986)-  38 11 02.     (N)    091 26 37.     (W)     SCALED    
 JC0828* NAVD 88     -       263.870  (meters)     865.71   (feet)  ADJUSTED  
 JC0828  ___________________________________________________________________
 JC0828  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JC0828  DYNAMIC HT  -         263.683 (meters)     865.10  (feet)  COMP
 JC0828  MODELED GRAV-     979,913.6   (mgal)                       NAVD 88
 JC0828
 JC0828  VERT ORDER  -  SECOND    CLASS 0
 JC0828
 JC0828.The horizontal coordinates were scaled from a topographic map and have
 JC0828.an estimated accuracy of +/- 6 seconds.
 JC0828
 JC0828.The orthometric height was determined by differential leveling
 JC0828.and adjusted by the National Geodetic Survey in June 1991..
 JC0828
 JC0828.The geoid height was determined by GEOID03.
 JC0828
 JC0828.The dynamic height is computed by dividing the NAVD 88
 JC0828.geopotential number by the normal gravity value computed on the
 JC0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0828.degrees latitude (g = 980.6199 gals.).
 JC0828
 JC0828.The modeled gravity was interpolated from observed gravity values.
 JC0828
 JC0828;                    North         East    Units  Estimated Accuracy
 JC0828;SPC MO E     -   261,260.      167,330.      MT  (+/- 180 meters Scaled)
 JC0828
 JC0828                          SUPERSEDED SURVEY CONTROL
 JC0828
 JC0828  NGVD 29 (??/??/92)  263.861  (m)          865.68   (f) ADJ UNCH    2 0
 JC0828
 JC0828.Superseded values are not recommended for survey control.
 JC0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0828.See file dsdata.txt to determine how the superseded data were derived.
 JC0828
 JC0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC363273(NAD 83)
 JC0828_MARKER: DB = BENCH MARK DISK
 JC0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0828_STAMPING: A 104 1935
 JC0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0828+STABILITY: SURFACE MOTION
 JC0828
 JC0828  HISTORY     - Date     Condition        Report By
 JC0828  HISTORY     - 1935     MONUMENTED       CGS
 JC0828
 JC0828                          STATION DESCRIPTION
 JC0828
 JC0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0828'9.4 MI N FROM CUBA.
 JC0828'9.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE ST. LOUIS-SAN
 JC0828'FRANCISCO RAILWAY STATION AT CUBA, CRAWFORD COUNTY, 0.6 MILE
 JC0828'SOUTH OF THE BRUSH CREEK BRIDGE, AT THE TOP OF THE HILL, 75
 JC0828'YARDS SOUTH OF A CROSS FENCE LEADING EAST, 12 YARDS WEST OF THE
 JC0828'CENTERLINE OF THE HIGHWAY, AND A JOG IN THE EAST RIGHT-OF-WAY
 JC0828'FENCE.  A STANDARD DISK, STAMPED A 104 1935 AND SET IN THE TOP
 JC0828'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0334 ***********************************************************************
 HE0334  DESIGNATION -  A 106
 HE0334  PID         -  HE0334
 HE0334  STATE/COUNTY-  MO/VERNON
 HE0334  USGS QUAD   -  DEERFIELD (1991)
 HE0334
 HE0334                         *CURRENT SURVEY CONTROL
 HE0334  ___________________________________________________________________
 HE0334* NAD 83(1986)-  37 50 52.     (N)    094 36 47.     (W)     SCALED    
 HE0334* NAVD 88     -       244.978  (meters)     803.73   (feet)  ADJUSTED  
 HE0334  ___________________________________________________________________
 HE0334  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HE0334  DYNAMIC HT  -         244.795 (meters)     803.13  (feet)  COMP
 HE0334  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 HE0334
 HE0334  VERT ORDER  -  SECOND    CLASS 0
 HE0334
 HE0334.The horizontal coordinates were scaled from a topographic map and have
 HE0334.an estimated accuracy of +/- 6 seconds.
 HE0334
 HE0334.The orthometric height was determined by differential leveling
 HE0334.and adjusted by the National Geodetic Survey in June 1991..
 HE0334
 HE0334.The geoid height was determined by GEOID03.
 HE0334
 HE0334.The dynamic height is computed by dividing the NAVD 88
 HE0334.geopotential number by the normal gravity value computed on the
 HE0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0334.degrees latitude (g = 980.6199 gals.).
 HE0334
 HE0334.The modeled gravity was interpolated from observed gravity values.
 HE0334
 HE0334;                    North         East    Units  Estimated Accuracy
 HE0334;SPC MO W     -   186,560.      840,050.      MT  (+/- 180 meters Scaled)
 HE0334
 HE0334                          SUPERSEDED SURVEY CONTROL
 HE0334
 HE0334  NGVD 29 (??/??/92)  244.865  (m)          803.36   (f) ADJ UNCH    2 0
 HE0334
 HE0334.Superseded values are not recommended for survey control.
 HE0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0334.See file dsdata.txt to determine how the superseded data were derived.
 HE0334
 HE0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB580901(NAD 83)
 HE0334_MARKER: DB = BENCH MARK DISK
 HE0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0334_STAMPING: A 106 1934
 HE0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0334+STABILITY: SURFACE MOTION
 HE0334
 HE0334  HISTORY     - Date     Condition        Report By
 HE0334  HISTORY     - 1934     MONUMENTED       CGS
 HE0334  HISTORY     - 1969     MARK NOT FOUND   KSWRB
 HE0334
 HE0334                          STATION DESCRIPTION
 HE0334
 HE0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0334'1.8 MI W FROM EVE.
 HE0334'1.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0334'EVE, VERNON COUNTY, 0.3 MILE EAST OF THE MISSOURI-KANSAS STATE
 HE0334'LINE, 40 FEET NORTHEAST OF THE FIRST POLE EAST OF MILEPOST 333,
 HE0334'AT A FARM-ROAD CROSSING, 45 FEET NORTH OF THE CENTERLINE OF
 HE0334'THE MAIN TRACK, 16 FEET WEST OF THE CENTERLINE OF THE ROAD,
 HE0334'AND 7 FEET SOUTHWEST OF A GATEPOST.  A STANDARD DISK, STAMPED
 HE0334'A 106 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HE0334
 HE0334                          STATION RECOVERY (1969)
 HE0334
 HE0334'RECOVERY NOTE BY KANSAS WATER RESOURCES BOARD 1969
 HE0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0209 ***********************************************************************
 HE0209  DESIGNATION -  A 107
 HE0209  PID         -  HE0209
 HE0209  STATE/COUNTY-  MO/BARTON
 HE0209  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0209
 HE0209                         *CURRENT SURVEY CONTROL
 HE0209  ___________________________________________________________________
 HE0209* NAD 83(1986)-  37 29 08.     (N)    094 16 45.     (W)     SCALED    
 HE0209* NAVD 88     -       287.026  (meters)     941.68   (feet)  ADJUSTED  
 HE0209  ___________________________________________________________________
 HE0209  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HE0209  DYNAMIC HT  -         286.802 (meters)     940.95  (feet)  COMP
 HE0209  MODELED GRAV-     979,839.6   (mgal)                       NAVD 88
 HE0209
 HE0209  VERT ORDER  -  SECOND    CLASS 0
 HE0209
 HE0209.The horizontal coordinates were scaled from a topographic map and have
 HE0209.an estimated accuracy of +/- 6 seconds.
 HE0209
 HE0209.The orthometric height was determined by differential leveling
 HE0209.and adjusted by the National Geodetic Survey in June 1991..
 HE0209
 HE0209.The geoid height was determined by GEOID03.
 HE0209
 HE0209.The dynamic height is computed by dividing the NAVD 88
 HE0209.geopotential number by the normal gravity value computed on the
 HE0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0209.degrees latitude (g = 980.6199 gals.).
 HE0209
 HE0209.The modeled gravity was interpolated from observed gravity values.
 HE0209
 HE0209;                    North         East    Units  Estimated Accuracy
 HE0209;SPC MO W     -   146,380.      869,530.      MT  (+/- 180 meters Scaled)
 HE0209
 HE0209                          SUPERSEDED SURVEY CONTROL
 HE0209
 HE0209  NGVD 29 (??/??/92)  286.910  (m)          941.30   (f) ADJ UNCH    2 0
 HE0209
 HE0209.Superseded values are not recommended for survey control.
 HE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0209.See file dsdata.txt to determine how the superseded data were derived.
 HE0209
 HE0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB869495(NAD 83)
 HE0209_MARKER: DB = BENCH MARK DISK
 HE0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0209_STAMPING: A 107 1935
 HE0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0209+STABILITY: SURFACE MOTION
 HE0209
 HE0209  HISTORY     - Date     Condition        Report By
 HE0209  HISTORY     - 1935     MONUMENTED       CGS
 HE0209  HISTORY     - 1938     GOOD             NGS
 HE0209
 HE0209                          STATION DESCRIPTION
 HE0209
 HE0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HE0209'AT LAMAR.
 HE0209'AT LAMAR, BARTON COUNTY ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 HE0209'41 YARDS EAST OF THE STATION, 16 YARDS WEST OF A ROAD CROSSING,
 HE0209'6 YARDS NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT NORTH
 HE0209'OF THE EDGE OF A SIDEWALK.  A STANDARD DISK, STAMPED A 107 1935
 HE0209'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0035 ***********************************************************************
 GG0035  DESIGNATION -  A 108
 GG0035  PID         -  GG0035
 GG0035  STATE/COUNTY-  MO/MCDONALD
 GG0035  USGS QUAD   -  NOEL (1982)
 GG0035
 GG0035                         *CURRENT SURVEY CONTROL
 GG0035  ___________________________________________________________________
 GG0035* NAD 83(1986)-  36 30 41.     (N)    094 28 49.     (W)     SCALED    
 GG0035* NAVD 88     -       263.037  (meters)     862.98   (feet)  ADJUSTED  
 GG0035  ___________________________________________________________________
 GG0035  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GG0035  DYNAMIC HT  -         262.817 (meters)     862.26  (feet)  COMP
 GG0035  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 GG0035
 GG0035  VERT ORDER  -  SECOND    CLASS 0
 GG0035
 GG0035.The horizontal coordinates were scaled from a topographic map and have
 GG0035.an estimated accuracy of +/- 6 seconds.
 GG0035
 GG0035.The orthometric height was determined by differential leveling
 GG0035.and adjusted by the National Geodetic Survey in June 1991..
 GG0035
 GG0035.The geoid height was determined by GEOID03.
 GG0035
 GG0035.The dynamic height is computed by dividing the NAVD 88
 GG0035.geopotential number by the normal gravity value computed on the
 GG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0035.degrees latitude (g = 980.6199 gals.).
 GG0035
 GG0035.The modeled gravity was interpolated from observed gravity values.
 GG0035
 GG0035;                    North         East    Units  Estimated Accuracy
 GG0035;SPC MO W     -    38,250.      851,770.      MT  (+/- 180 meters Scaled)
 GG0035
 GG0035                          SUPERSEDED SURVEY CONTROL
 GG0035
 GG0035  NGVD 29 (??/??/92)  262.925  (m)          862.61   (f) ADJ UNCH    2 0
 GG0035
 GG0035.Superseded values are not recommended for survey control.
 GG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0035.See file dsdata.txt to determine how the superseded data were derived.
 GG0035
 GG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA674416(NAD 83)
 GG0035_MARKER: DB = BENCH MARK DISK
 GG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0035_STAMPING: A 108 1935
 GG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0035+STABILITY: SURFACE MOTION
 GG0035
 GG0035  HISTORY     - Date     Condition        Report By
 GG0035  HISTORY     - 1935     MONUMENTED       CGS
 GG0035  HISTORY     - 20060308 MARK NOT FOUND   MODNR
 GG0035
 GG0035                          STATION DESCRIPTION
 GG0035
 GG0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0035'2.5 MI S FROM NOEL.
 GG0035'2.5 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 GG0035'NOEL, MC DONALD COUNTY, 40 FEET SOUTH OF MILEPOST 203, 2 RAILS
 GG0035'NORTH OF A ROAD CROSSING, 40 FEET EAST OF THE TRACK, AND 1 FOOT
 GG0035'WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED A 108 1935
 GG0035'AND SET IN THE TOP OF A CONCRETE POST.
 GG0035
 GG0035                          STATION RECOVERY (2006)
 GG0035
 GG0035'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0009 ***********************************************************************
 GG0009  DESIGNATION -  A 109
 GG0009  PID         -  GG0009
 GG0009  STATE/COUNTY-  MO/NEWTON
 GG0009  USGS QUAD   -  STELLA (1972)
 GG0009
 GG0009                         *CURRENT SURVEY CONTROL
 GG0009  ___________________________________________________________________
 GG0009* NAD 83(1986)-  36 51 17.     (N)    094 08 34.     (W)     SCALED    
 GG0009* NAVD 88     -       377.907  (meters)    1239.85   (feet)  ADJUSTED  
 GG0009  ___________________________________________________________________
 GG0009  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GG0009  DYNAMIC HT  -         377.590 (meters)    1238.81  (feet)  COMP
 GG0009  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 GG0009
 GG0009  VERT ORDER  -  SECOND    CLASS 0
 GG0009
 GG0009.The horizontal coordinates were scaled from a topographic map and have
 GG0009.an estimated accuracy of +/- 6 seconds.
 GG0009
 GG0009.The orthometric height was determined by differential leveling
 GG0009.and adjusted by the National Geodetic Survey in June 1991..
 GG0009
 GG0009.The geoid height was determined by GEOID03.
 GG0009
 GG0009.The dynamic height is computed by dividing the NAVD 88
 GG0009.geopotential number by the normal gravity value computed on the
 GG0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0009.degrees latitude (g = 980.6199 gals.).
 GG0009
 GG0009.The modeled gravity was interpolated from observed gravity values.
 GG0009
 GG0009;                    North         East    Units  Estimated Accuracy
 GG0009;SPC MO W     -    76,410.      881,860.      MT  (+/- 180 meters Scaled)
 GG0009
 GG0009                          SUPERSEDED SURVEY CONTROL
 GG0009
 GG0009  NGVD 29 (??/??/92)  377.771  (m)         1239.40   (f) ADJ UNCH    2 0
 GG0009
 GG0009.Superseded values are not recommended for survey control.
 GG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0009.See file dsdata.txt to determine how the superseded data were derived.
 GG0009
 GG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA981793(NAD 83)
 GG0009_MARKER: DB = BENCH MARK DISK
 GG0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0009_STAMPING: A 109 1935
 GG0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0009+STABILITY: SURFACE MOTION
 GG0009
 GG0009  HISTORY     - Date     Condition        Report By
 GG0009  HISTORY     - 1935     MONUMENTED       CGS
 GG0009  HISTORY     - 1940     MARK NOT FOUND   NGS
 GG0009
 GG0009                          STATION DESCRIPTION
 GG0009
 GG0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GG0009'2.7 MI E FROM STARK CITY.
 GG0009'2.7 MILES EAST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY
 GG0009'FROM STARK CITY, NEWTON COUNTY, 1 POLE EAST OF MILEPOST 33, AND
 GG0009'40 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED A 109 1935
 GG0009'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0306 ***********************************************************************
 KD0306  DESIGNATION -  A 11
 KD0306  PID         -  KD0306
 KD0306  STATE/COUNTY-  MO/LINN
 KD0306  USGS QUAD   -  LINNEUS (1984)
 KD0306
 KD0306                         *CURRENT SURVEY CONTROL
 KD0306  ___________________________________________________________________
 KD0306* NAD 83(1986)-  39 52 39.     (N)    093 11 17.     (W)     SCALED    
 KD0306* NAVD 88     -       249.902  (meters)     819.89   (feet)  ADJUSTED  
 KD0306  ___________________________________________________________________
 KD0306  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD0306  DYNAMIC HT  -         249.764 (meters)     819.43  (feet)  COMP
 KD0306  MODELED GRAV-     980,069.1   (mgal)                       NAVD 88
 KD0306
 KD0306  VERT ORDER  -  FIRST     CLASS II
 KD0306
 KD0306.The horizontal coordinates were scaled from a topographic map and have
 KD0306.an estimated accuracy of +/- 6 seconds.
 KD0306
 KD0306.The orthometric height was determined by differential leveling
 KD0306.and adjusted by the National Geodetic Survey in June 1991..
 KD0306
 KD0306.The geoid height was determined by GEOID03.
 KD0306
 KD0306.The dynamic height is computed by dividing the NAVD 88
 KD0306.geopotential number by the normal gravity value computed on the
 KD0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0306.degrees latitude (g = 980.6199 gals.).
 KD0306
 KD0306.The modeled gravity was interpolated from observed gravity values.
 KD0306
 KD0306;                    North         East    Units  Estimated Accuracy
 KD0306;SPC MO C     -   449,070.      441,140.      MT  (+/- 180 meters Scaled)
 KD0306
 KD0306                          SUPERSEDED SURVEY CONTROL
 KD0306
 KD0306  NGVD 29 (??/??/92)  249.884  (m)          819.83   (f) ADJ UNCH    1 2
 KD0306
 KD0306.Superseded values are not recommended for survey control.
 KD0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0306.See file dsdata.txt to determine how the superseded data were derived.
 KD0306
 KD0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE839141(NAD 83)
 KD0306_MARKER: DB = BENCH MARK DISK
 KD0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0306_STAMPING: 819.562 A 11 1930
 KD0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0306+STABILITY: SURFACE MOTION
 KD0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0306+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 KD0306
 KD0306  HISTORY     - Date     Condition        Report By
 KD0306  HISTORY     - 1930     MONUMENTED       CGS
 KD0306  HISTORY     - 1934     GOOD             NGS
 KD0306  HISTORY     - 1967     GOOD             NGS
 KD0306  HISTORY     - 20060502 GOOD             MODNR
 KD0306
 KD0306                          STATION DESCRIPTION
 KD0306
 KD0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KD0306'IN LINNEUS.
 KD0306'AT LINNEUS, LINN COUNTY, 31.6 FEET WEST OF THE MIDDLE WINDOW
 KD0306'IN THE WEST SIDE OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0306'STATION, AND 36 FEET SOUTH OF THE SOUTH CURB OF STATE STREET.
 KD0306'A STANDARD DISK, STAMPED 819.562 A 11 1930 AND SET IN THE
 KD0306'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KD0306
 KD0306                          STATION RECOVERY (1967)
 KD0306
 KD0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0306'RECOVERED IN GOOD CONDITION.
 KD0306
 KD0306                          STATION RECOVERY (2006)
 KD0306
 KD0306'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 KD0306'NEW TO REACH=FROM THE INTERSECTION OF MISSOURI HIGHWAY 5 AND MISSOURI
 KD0306'ROUTES B (W) AND P (E)IN LINNEUS, MO. GO EAST ON ROUTE P FOR ABOUT 175
 KD0306'FEET TO THE OLD RAILROAD DEPOT AND THE STATION ON THE RIGHT AS
 KD0306'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0538 ***********************************************************************
 KD0538  DESIGNATION -  A 11 B 1
 KD0538  PID         -  KD0538
 KD0538  STATE/COUNTY-  MO/SALINE
 KD0538  USGS QUAD   -  GRAND PASS (1978)
 KD0538
 KD0538                         *CURRENT SURVEY CONTROL
 KD0538  ___________________________________________________________________
 KD0538* NAD 83(1986)-  39 07 52.     (N)    093 29 06.     (W)     SCALED    
 KD0538* NAVD 88     -       227.031  (meters)     744.85   (feet)  ADJUSTED  
 KD0538  ___________________________________________________________________
 KD0538  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0538  DYNAMIC HT  -         226.889 (meters)     744.38  (feet)  COMP
 KD0538  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 KD0538
 KD0538  VERT ORDER  -  SECOND    CLASS 0
 KD0538
 KD0538.The horizontal coordinates were scaled from a topographic map and have
 KD0538.an estimated accuracy of +/- 6 seconds.
 KD0538
 KD0538.The orthometric height was determined by differential leveling
 KD0538.and adjusted by the National Geodetic Survey in June 1991..
 KD0538
 KD0538.The geoid height was determined by GEOID03.
 KD0538
 KD0538.The dynamic height is computed by dividing the NAVD 88
 KD0538.geopotential number by the normal gravity value computed on the
 KD0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0538.degrees latitude (g = 980.6199 gals.).
 KD0538
 KD0538.The modeled gravity was interpolated from observed gravity values.
 KD0538
 KD0538;                    North         East    Units  Estimated Accuracy
 KD0538;SPC MO C     -   366,450.      414,840.      MT  (+/- 180 meters Scaled)
 KD0538
 KD0538                          SUPERSEDED SURVEY CONTROL
 KD0538
 KD0538  NGVD 29 (??/??/92)  226.93   (m)          744.5    (f) COMPUTED    2 0
 KD0538
 KD0538.Superseded values are not recommended for survey control.
 KD0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0538.See file dsdata.txt to determine how the superseded data were derived.
 KD0538
 KD0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD580314(NAD 83)
 KD0538_MARKER: DD = SURVEY DISK
 KD0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0538_SP_SET: CONCRETE PEDESTAL
 KD0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0538
 KD0538  HISTORY     - Date     Condition        Report By
 KD0538  HISTORY     - UNK      MONUMENTED       DOD
 KD0538  HISTORY     - 1962     GOOD             NGS
 KD0538
 KD0538                          STATION DESCRIPTION
 KD0538
 KD0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0538'2.2 MI N FROM BLACKBURN.
 KD0538'ABOUT 0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 KD0538'BLACKBURN, THENCE 0.25 MILE WEST ALONG A COUNTY ROAD, THENCE 1.05
 KD0538'MILES NORTH ALONG COUNTY ROAD, THENCE 0.1 MILE NORTHEAST ACROSS
 KD0538'A FIELD, ON THE SOUTH SLOPE OF A SMALL HILL, 200 FEET NORTH OF AN
 KD0538'EAST-WEST FENCE LINE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 KD0538'TRIBRACH.  NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0542 ***********************************************************************
 KD0542  DESIGNATION -  A 11 B 2
 KD0542  PID         -  KD0542
 KD0542  STATE/COUNTY-  MO/SALINE
 KD0542  USGS QUAD   -  GRAND PASS (1978)
 KD0542
 KD0542                         *CURRENT SURVEY CONTROL
 KD0542  ___________________________________________________________________
 KD0542* NAD 83(1986)-  39 07 36.     (N)    093 28 56.     (W)     SCALED    
 KD0542* NAVD 88     -       235.355  (meters)     772.16   (feet)  ADJUSTED  
 KD0542  ___________________________________________________________________
 KD0542  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0542  DYNAMIC HT  -         235.207 (meters)     771.67  (feet)  COMP
 KD0542  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 KD0542
 KD0542  VERT ORDER  -  SECOND    CLASS 0
 KD0542
 KD0542.The horizontal coordinates were scaled from a topographic map and have
 KD0542.an estimated accuracy of +/- 6 seconds.
 KD0542
 KD0542.The orthometric height was determined by differential leveling
 KD0542.and adjusted by the National Geodetic Survey in June 1991..
 KD0542
 KD0542.The geoid height was determined by GEOID03.
 KD0542
 KD0542.The dynamic height is computed by dividing the NAVD 88
 KD0542.geopotential number by the normal gravity value computed on the
 KD0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0542.degrees latitude (g = 980.6199 gals.).
 KD0542
 KD0542.The modeled gravity was interpolated from observed gravity values.
 KD0542
 KD0542;                    North         East    Units  Estimated Accuracy
 KD0542;SPC MO C     -   365,950.      415,070.      MT  (+/- 180 meters Scaled)
 KD0542
 KD0542                          SUPERSEDED SURVEY CONTROL
 KD0542
 KD0542  NGVD 29 (??/??/92)  235.25   (m)          771.8    (f) COMPUTED    2 0
 KD0542
 KD0542.Superseded values are not recommended for survey control.
 KD0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0542.See file dsdata.txt to determine how the superseded data were derived.
 KD0542
 KD0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD583309(NAD 83)
 KD0542_MARKER: DD = SURVEY DISK
 KD0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0542_SP_SET: CONCRETE PEDESTAL
 KD0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0542
 KD0542  HISTORY     - Date     Condition        Report By
 KD0542  HISTORY     - UNK      MONUMENTED       DOD
 KD0542  HISTORY     - 1962     GOOD             NGS
 KD0542
 KD0542                          STATION DESCRIPTION
 KD0542
 KD0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0542'2 MI N FROM BLACKBURN.
 KD0542'ABOUT 0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 KD0542'BLACKBURN, THENCE 0.25 MILE WEST ALONG COUNTY ROAD, THENCE 0.7
 KD0542'MILE NORTH ALONG COUNTY ROAD, THENCE 0.4 MILE EAST NORTHEAST ALONG
 KD0542'THE NORTH SIDE OF A FENCE, AT THE CREST OF A SMALL HILL, 273 FEET
 KD0542'NORTHEAST OF THE EAST EDGE OF A SMALL POND, A 1 1/2 X 4 FOOT
 KD0542'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF TRIBRACH WAS
 KD0542'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0540 ***********************************************************************
 KD0540  DESIGNATION -  A 11 Z
 KD0540  PID         -  KD0540
 KD0540  STATE/COUNTY-  MO/SALINE
 KD0540  USGS QUAD   -  GRAND PASS (1978)
 KD0540
 KD0540                         *CURRENT SURVEY CONTROL
 KD0540  ___________________________________________________________________
 KD0540* NAD 83(1986)-  39 07 46.     (N)    093 28 39.     (W)     SCALED    
 KD0540* NAVD 88     -       236.159  (meters)     774.80   (feet)  ADJUSTED  
 KD0540  ___________________________________________________________________
 KD0540  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0540  DYNAMIC HT  -         236.011 (meters)     774.31  (feet)  COMP
 KD0540  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 KD0540
 KD0540  VERT ORDER  -  SECOND    CLASS 0
 KD0540
 KD0540.The horizontal coordinates were scaled from a topographic map and have
 KD0540.an estimated accuracy of +/- 6 seconds.
 KD0540
 KD0540.The orthometric height was determined by differential leveling
 KD0540.and adjusted by the National Geodetic Survey in June 1991..
 KD0540
 KD0540.The geoid height was determined by GEOID03.
 KD0540
 KD0540.The dynamic height is computed by dividing the NAVD 88
 KD0540.geopotential number by the normal gravity value computed on the
 KD0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0540.degrees latitude (g = 980.6199 gals.).
 KD0540
 KD0540.The modeled gravity was interpolated from observed gravity values.
 KD0540
 KD0540;                    North         East    Units  Estimated Accuracy
 KD0540;SPC MO C     -   366,260.      415,480.      MT  (+/- 180 meters Scaled)
 KD0540
 KD0540                          SUPERSEDED SURVEY CONTROL
 KD0540
 KD0540  NGVD 29 (??/??/92)  236.06   (m)          774.5    (f) COMPUTED    2 0
 KD0540
 KD0540.Superseded values are not recommended for survey control.
 KD0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0540.See file dsdata.txt to determine how the superseded data were derived.
 KD0540
 KD0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD587312(NAD 83)
 KD0540_MARKER: DS = TRIANGULATION STATION DISK
 KD0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0540_STAMPING: A 11 Z 1962
 KD0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0540+STABILITY: SURFACE MOTION
 KD0540
 KD0540  HISTORY     - Date     Condition        Report By
 KD0540  HISTORY     - 1962     MONUMENTED       CGS
 KD0540
 KD0540                          STATION DESCRIPTION
 KD0540
 KD0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0540'2.6 MI N FROM BLACKBURN.
 KD0540'ABOUT 0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 KD0540'BLACKBURN, THENCE 0.25 MILE WEST ALONG COUNTY ROAD, THENCE 1.05
 KD0540'MILES NORTH ALONG COUNTY ROAD, THENCE 0.5 MILE EAST ALONG THE
 KD0540'NORTH SIDE OF FENCELINE, AT THE CREST OF A SMALL HILL, 60 FEET
 KD0540'EAST OF RM 2, 60 FEET WEST OF RM 1, 1.5 FEET NORTH OF THE FENCE,
 KD0540'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0541 ***********************************************************************
 KD0541  DESIGNATION -  A 11 Z RM 1
 KD0541  PID         -  KD0541
 KD0541  STATE/COUNTY-  MO/SALINE
 KD0541  USGS QUAD   -  GRAND PASS (1978)
 KD0541
 KD0541                         *CURRENT SURVEY CONTROL
 KD0541  ___________________________________________________________________
 KD0541* NAD 83(1986)-  39 07 46.     (N)    093 28 39.     (W)     SCALED    
 KD0541* NAVD 88     -       236.014  (meters)     774.32   (feet)  ADJUSTED  
 KD0541  ___________________________________________________________________
 KD0541  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0541  DYNAMIC HT  -         235.867 (meters)     773.84  (feet)  COMP
 KD0541  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 KD0541
 KD0541  VERT ORDER  -  SECOND    CLASS 0
 KD0541
 KD0541.The horizontal coordinates were scaled from a topographic map and have
 KD0541.an estimated accuracy of +/- 6 seconds.
 KD0541
 KD0541.The orthometric height was determined by differential leveling
 KD0541.and adjusted by the National Geodetic Survey in June 1991..
 KD0541
 KD0541.The geoid height was determined by GEOID03.
 KD0541
 KD0541.The dynamic height is computed by dividing the NAVD 88
 KD0541.geopotential number by the normal gravity value computed on the
 KD0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0541.degrees latitude (g = 980.6199 gals.).
 KD0541
 KD0541.The modeled gravity was interpolated from observed gravity values.
 KD0541
 KD0541;                    North         East    Units  Estimated Accuracy
 KD0541;SPC MO C     -   366,260.      415,480.      MT  (+/- 180 meters Scaled)
 KD0541
 KD0541                          SUPERSEDED SURVEY CONTROL
 KD0541
 KD0541  NGVD 29 (??/??/92)  235.91   (m)          774.0    (f) COMPUTED    2 0
 KD0541
 KD0541.Superseded values are not recommended for survey control.
 KD0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0541.See file dsdata.txt to determine how the superseded data were derived.
 KD0541
 KD0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD587312(NAD 83)
 KD0541_MARKER: DR = REFERENCE MARK DISK
 KD0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0541_STAMPING: A 11 Z NO 1 1962
 KD0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0541+STABILITY: SURFACE MOTION
 KD0541
 KD0541  HISTORY     - Date     Condition        Report By
 KD0541  HISTORY     - 1962     MONUMENTED       CGS
 KD0541
 KD0541                          STATION DESCRIPTION
 KD0541
 KD0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0541'2.6 MI N FROM BLACKBURN.
 KD0541'ABOUT 0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 KD0541'BLACKBURN, THENCE 0.25 MILE WEST ALONG COUNTY ROAD, THENCE 1.05
 KD0541'MILES NORTH ALONG COUNTY ROAD, THENCE 0.5 MILE EAST ALONG THE
 KD0541'NORTH SIDE OF FENCELINE, AT THE CREST OF A SMALL HILL, 120 FEET
 KD0541'EAST OF RM 2, 60 FEET EAST OF THE STATION MARK, 1.5 FEET NORTH OF
 KD0541'THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0539 ***********************************************************************
 KD0539  DESIGNATION -  A 11 Z RM 2
 KD0539  PID         -  KD0539
 KD0539  STATE/COUNTY-  MO/SALINE
 KD0539  USGS QUAD   -  GRAND PASS (1978)
 KD0539
 KD0539                         *CURRENT SURVEY CONTROL
 KD0539  ___________________________________________________________________
 KD0539* NAD 83(1986)-  39 07 46.     (N)    093 28 38.     (W)     SCALED    
 KD0539* NAVD 88     -       235.584  (meters)     772.91   (feet)  ADJUSTED  
 KD0539  ___________________________________________________________________
 KD0539  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0539  DYNAMIC HT  -         235.437 (meters)     772.43  (feet)  COMP
 KD0539  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 KD0539
 KD0539  VERT ORDER  -  SECOND    CLASS 0
 KD0539
 KD0539.The horizontal coordinates were scaled from a topographic map and have
 KD0539.an estimated accuracy of +/- 6 seconds.
 KD0539
 KD0539.The orthometric height was determined by differential leveling
 KD0539.and adjusted by the National Geodetic Survey in June 1991..
 KD0539
 KD0539.The geoid height was determined by GEOID03.
 KD0539
 KD0539.The dynamic height is computed by dividing the NAVD 88
 KD0539.geopotential number by the normal gravity value computed on the
 KD0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0539.degrees latitude (g = 980.6199 gals.).
 KD0539
 KD0539.The modeled gravity was interpolated from observed gravity values.
 KD0539
 KD0539;                    North         East    Units  Estimated Accuracy
 KD0539;SPC MO C     -   366,260.      415,510.      MT  (+/- 180 meters Scaled)
 KD0539
 KD0539                          SUPERSEDED SURVEY CONTROL
 KD0539
 KD0539  NGVD 29 (??/??/92)  235.48   (m)          772.6    (f) COMPUTED    2 0
 KD0539
 KD0539.Superseded values are not recommended for survey control.
 KD0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0539.See file dsdata.txt to determine how the superseded data were derived.
 KD0539
 KD0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD587312(NAD 83)
 KD0539_MARKER: DB = BENCH MARK DISK
 KD0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0539_STAMPING: A 11 Z NO 2 1962
 KD0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0539+STABILITY: SURFACE MOTION
 KD0539
 KD0539  HISTORY     - Date     Condition        Report By
 KD0539  HISTORY     - 1962     MONUMENTED       CGS
 KD0539
 KD0539                          STATION DESCRIPTION
 KD0539
 KD0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0539'2.6 MI N FROM BLACKBURN.
 KD0539'ABOUT 0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 KD0539'BLACKBURN, THENCE 0.25 MILE WEST ALONG COUNTY ROAD, THENCE 1.05
 KD0539'MILES NORTH ALONG COUNTY ROAD, THENCE 0.5 MILE EAST ALONG THE
 KD0539'NORTH SIDE OF FENCELINE, AT THE CREST OF A SMALL HILL, 120 FEET
 KD0539'WEST OF RM 1, 60 FEET WEST OF THE STATION MARK, 1.5 FEET NORTH OF
 KD0539'THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 KD0539'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0539 ***********************************************************************
 HD0539  DESIGNATION -  A 110
 HD0539  PID         -  HD0539
 HD0539  STATE/COUNTY-  MO/POLK
 HD0539  USGS QUAD   -  BUFFALO NW (1950)
 HD0539
 HD0539                         *CURRENT SURVEY CONTROL
 HD0539  ___________________________________________________________________
 HD0539* NAD 83(1986)-  37 38 05.     (N)    093 10 35.     (W)     SCALED    
 HD0539* NAVD 88     -       354.618  (meters)    1163.44   (feet)  ADJUSTED  
 HD0539  ___________________________________________________________________
 HD0539  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 HD0539  DYNAMIC HT  -         354.347 (meters)    1162.55  (feet)  COMP
 HD0539  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 HD0539
 HD0539  VERT ORDER  -  SECOND    CLASS 0
 HD0539
 HD0539.The horizontal coordinates were scaled from a topographic map and have
 HD0539.an estimated accuracy of +/- 6 seconds.
 HD0539
 HD0539.The orthometric height was determined by differential leveling
 HD0539.and adjusted by the National Geodetic Survey in June 1991..
 HD0539
 HD0539.The geoid height was determined by GEOID03.
 HD0539
 HD0539.The dynamic height is computed by dividing the NAVD 88
 HD0539.geopotential number by the normal gravity value computed on the
 HD0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0539.degrees latitude (g = 980.6199 gals.).
 HD0539
 HD0539.The modeled gravity was interpolated from observed gravity values.
 HD0539
 HD0539;                    North         East    Units  Estimated Accuracy
 HD0539;SPC MO C     -   200,110.      440,300.      MT  (+/- 180 meters Scaled)
 HD0539
 HD0539                          SUPERSEDED SURVEY CONTROL
 HD0539
 HD0539.No superseded survey control is available for this station.
 HD0539
 HD0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB844653(NAD 83)
 HD0539_MARKER: DB = BENCH MARK DISK
 HD0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0539_STAMPING: A 110 1935
 HD0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0539+STABILITY: SURFACE MOTION
 HD0539
 HD0539  HISTORY     - Date     Condition        Report By
 HD0539  HISTORY     - 1935     MONUMENTED       CGS
 HD0539  HISTORY     - 1938     GOOD             NGS
 HD0539  HISTORY     - 20060726 MARK NOT FOUND   MODNR
 HD0539
 HD0539                          STATION DESCRIPTION
 HD0539
 HD0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0539'3.7 MI E FROM HALF WAY.
 HD0539'3.7 MILES EAST ALONG STATE HIGHWAY 64 FROM THE STUCCO CHURCH
 HD0539'AT HALF WAY, POLK COUNTY, 22 YARDS WEST OF THE POLK-DALLAS
 HD0539'COUNTY-LINE SIGN, AT THE JUNCTION OF A ROAD LEADING NORTH, 50
 HD0539'FEET WEST OF THE CENTERLINE OF THE ROAD, 35 FEET NORTH OF THE
 HD0539'CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE
 HD0539'HIGHWAY.  A STANDARD DISK, STAMPED A 110 1935 AND SET IN THE
 HD0539'TOP OF A CONCRETE POST.
 HD0539
 HD0539                          STATION RECOVERY (2006)
 HD0539
 HD0539'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HD0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0431 ***********************************************************************
 HD0431  DESIGNATION -  A 111
 HD0431  PID         -  HD0431
 HD0431  STATE/COUNTY-  MO/DALLAS
 HD0431  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0431
 HD0431                         *CURRENT SURVEY CONTROL
 HD0431  ___________________________________________________________________
 HD0431* NAD 83(1986)-  37 36 40.     (N)    092 52 26.     (W)     SCALED    
 HD0431* NAVD 88     -       370.337  (meters)    1215.01   (feet)  ADJUSTED  
 HD0431  ___________________________________________________________________
 HD0431  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HD0431  DYNAMIC HT  -         370.052 (meters)    1214.08  (feet)  COMP
 HD0431  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 HD0431
 HD0431  VERT ORDER  -  SECOND    CLASS 0
 HD0431
 HD0431.The horizontal coordinates were scaled from a topographic map and have
 HD0431.an estimated accuracy of +/- 6 seconds.
 HD0431
 HD0431.The orthometric height was determined by differential leveling
 HD0431.and adjusted by the National Geodetic Survey in June 1991..
 HD0431
 HD0431.The geoid height was determined by GEOID03.
 HD0431
 HD0431.The dynamic height is computed by dividing the NAVD 88
 HD0431.geopotential number by the normal gravity value computed on the
 HD0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0431.degrees latitude (g = 980.6199 gals.).
 HD0431
 HD0431.The modeled gravity was interpolated from observed gravity values.
 HD0431
 HD0431;                    North         East    Units  Estimated Accuracy
 HD0431;SPC MO C     -   197,340.      466,990.      MT  (+/- 180 meters Scaled)
 HD0431
 HD0431                          SUPERSEDED SURVEY CONTROL
 HD0431
 HD0431  NGVD 29 (??/??/92)  370.227  (m)         1214.65   (f) ADJ UNCH    2 0
 HD0431
 HD0431.Superseded values are not recommended for survey control.
 HD0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0431.See file dsdata.txt to determine how the superseded data were derived.
 HD0431
 HD0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB111626(NAD 83)
 HD0431_MARKER: DB = BENCH MARK DISK
 HD0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0431_STAMPING: A 111 1935
 HD0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0431+STABILITY: SURFACE MOTION
 HD0431
 HD0431  HISTORY     - Date     Condition        Report By
 HD0431  HISTORY     - 1935     MONUMENTED       CGS
 HD0431  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0431  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0431
 HD0431                          STATION DESCRIPTION
 HD0431
 HD0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0431'2 MI E FROM LONG LANE.
 HD0431'2.0 MILES EAST ALONG COUNTY ROAD A FROM THE BANK BUILDING AT
 HD0431'LONG LANE, AT THE JUNCTION OF THE ROAD LEADING NORTH, 30 FEET
 HD0431'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1-1/2 FEET NORTHEAST
 HD0431'OF A FENCE CORNER.  A STANDARD DISK, STAMPED A 111 1935 AND SET
 HD0431'IN THE TOP OF A CONCRETE POST.
 HD0431
 HD0431                          STATION RECOVERY (1979)
 HD0431
 HD0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0431'MARK NOT FOUND.
 HD0431
 HD0431                          STATION RECOVERY (1979)
 HD0431
 HD0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0296 ***********************************************************************
 HD0296  DESIGNATION -  A 112
 HD0296  PID         -  HD0296
 HD0296  STATE/COUNTY-  MO/WEBSTER
 HD0296  USGS QUAD   -  NIANGUA (1982)
 HD0296
 HD0296                         *CURRENT SURVEY CONTROL
 HD0296  ___________________________________________________________________
 HD0296* NAD 83(1986)-  37 25 01.     (N)    092 50 35.     (W)     SCALED    
 HD0296* NAVD 88     -       410.981  (meters)    1348.36   (feet)  ADJUSTED  
 HD0296  ___________________________________________________________________
 HD0296  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HD0296  DYNAMIC HT  -         410.662 (meters)    1347.31  (feet)  COMP
 HD0296  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 HD0296
 HD0296  VERT ORDER  -  SECOND    CLASS 0
 HD0296
 HD0296.The horizontal coordinates were scaled from a topographic map and have
 HD0296.an estimated accuracy of +/- 6 seconds.
 HD0296
 HD0296.The orthometric height was determined by differential leveling
 HD0296.and adjusted by the National Geodetic Survey in June 1991..
 HD0296
 HD0296.The geoid height was determined by GEOID03.
 HD0296
 HD0296.The dynamic height is computed by dividing the NAVD 88
 HD0296.geopotential number by the normal gravity value computed on the
 HD0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0296.degrees latitude (g = 980.6199 gals.).
 HD0296
 HD0296.The modeled gravity was interpolated from observed gravity values.
 HD0296
 HD0296;                    North         East    Units  Estimated Accuracy
 HD0296;SPC MO C     -   175,780.      469,630.      MT  (+/- 180 meters Scaled)
 HD0296
 HD0296                          SUPERSEDED SURVEY CONTROL
 HD0296
 HD0296  NGVD 29 (??/??/92)  410.858  (m)         1347.96   (f) ADJ UNCH    2 0
 HD0296
 HD0296.Superseded values are not recommended for survey control.
 HD0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0296.See file dsdata.txt to determine how the superseded data were derived.
 HD0296
 HD0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB138411(NAD 83)
 HD0296_MARKER: DB = BENCH MARK DISK
 HD0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0296_STAMPING: A 112 1935
 HD0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0296+STABILITY: SURFACE MOTION
 HD0296
 HD0296  HISTORY     - Date     Condition        Report By
 HD0296  HISTORY     - 1935     MONUMENTED       CGS
 HD0296  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0296  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0296
 HD0296                          STATION DESCRIPTION
 HD0296
 HD0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0296'1.8 MI S FROM SAMPSON.
 HD0296'1.8 MILES SOUTH ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0296'THE SWITCH AT SAMPSON, WEBSTER COUNTY, AT POLE 204/30, 200 FEET
 HD0296'SOUTH OF U.S. HIGHWAY 66, AND 40 FEET SOUTH OF THE TRACK.  A
 HD0296'STANDARD DISK, STAMPED A 112 1935 AND SET IN THE TOP OF A
 HD0296'CONCRETE POST.
 HD0296
 HD0296                          STATION RECOVERY (1979)
 HD0296
 HD0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0296'MARK NOT FOUND.
 HD0296
 HD0296                          STATION RECOVERY (1979)
 HD0296
 HD0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0009 ***********************************************************************
 HD0009  DESIGNATION -  A 113
 HD0009  PID         -  HD0009
 HD0009  STATE/COUNTY-  MO/LACLEDE
 HD0009  USGS QUAD   -  WINNIPEG (1976)
 HD0009
 HD0009                         *CURRENT SURVEY CONTROL
 HD0009  ___________________________________________________________________
 HD0009* NAD 83(1986)-  37 34 38.     (N)    092 20 38.     (W)     SCALED    
 HD0009* NAVD 88     -       335.347  (meters)    1100.22   (feet)  ADJUSTED  
 HD0009  ___________________________________________________________________
 HD0009  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 HD0009  DYNAMIC HT  -         335.083 (meters)    1099.35  (feet)  COMP
 HD0009  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 HD0009
 HD0009  VERT ORDER  -  SECOND    CLASS 0
 HD0009
 HD0009.The horizontal coordinates were scaled from a topographic map and have
 HD0009.an estimated accuracy of +/- 6 seconds.
 HD0009
 HD0009.The orthometric height was determined by differential leveling
 HD0009.and adjusted by the National Geodetic Survey in June 1991..
 HD0009
 HD0009.The geoid height was determined by GEOID03.
 HD0009
 HD0009.The dynamic height is computed by dividing the NAVD 88
 HD0009.geopotential number by the normal gravity value computed on the
 HD0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0009.degrees latitude (g = 980.6199 gals.).
 HD0009
 HD0009.The modeled gravity was interpolated from observed gravity values.
 HD0009
 HD0009;                    North         East    Units  Estimated Accuracy
 HD0009;SPC MO C     -   193,520.      513,790.      MT  (+/- 180 meters Scaled)
 HD0009
 HD0009                          SUPERSEDED SURVEY CONTROL
 HD0009
 HD0009  NGVD 29 (??/??/92)  335.236  (m)         1099.85   (f) ADJ UNCH    2 0
 HD0009
 HD0009.Superseded values are not recommended for survey control.
 HD0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0009.See file dsdata.txt to determine how the superseded data were derived.
 HD0009
 HD0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB579591(NAD 83)
 HD0009_MARKER: DB = BENCH MARK DISK
 HD0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0009_STAMPING: A 113 1935
 HD0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0009+STABILITY: SURFACE MOTION
 HD0009
 HD0009  HISTORY     - Date     Condition        Report By
 HD0009  HISTORY     - 1935     MONUMENTED       CGS
 HD0009  HISTORY     - 20060227 MARK NOT FOUND   MODNR
 HD0009
 HD0009                          STATION DESCRIPTION
 HD0009
 HD0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0009'3.2 MI SE FROM FALCON.
 HD0009'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 HD0009'AT FALCON, LACLEDE COUNTY, 0.8 MILE NORTHWEST OF NEBO, AT THE
 HD0009'TRIANGLE FORMED BY THE JUNCTION OF THE OLD AND THE NEW ROADS, 9
 HD0009'YARDS WEST OF THE NEW ROAD, AND 9 YARDS EAST OF THE OLD ROAD.
 HD0009'A STANDARD DISK, STAMPED A 113 1935 AND SET IN THE TOP OF A
 HD0009'CONCRETE POST.
 HD0009
 HD0009                          STATION RECOVERY (2006)
 HD0009
 HD0009'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 HD0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0151 ***********************************************************************
 HC0151  DESIGNATION -  A 114
 HC0151  PID         -  HC0151
 HC0151  STATE/COUNTY-  MO/CARTER
 HC0151  USGS QUAD   -  GARWOOD (1985)
 HC0151
 HC0151                         *CURRENT SURVEY CONTROL
 HC0151  ___________________________________________________________________
 HC0151* NAD 83(1986)-  37 02 21.     (N)    090 57 12.     (W)     SCALED    
 HC0151* NAVD 88     -       185.733  (meters)     609.36   (feet)  POSTED    
 HC0151  ___________________________________________________________________
 HC0151  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HC0151  DYNAMIC HT  -         185.580 (meters)     608.86  (feet)  COMP
 HC0151  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 HC0151
 HC0151  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0151
 HC0151.The horizontal coordinates were scaled from a topographic map and have
 HC0151.an estimated accuracy of +/- 6 seconds.
 HC0151
 HC0151.The orthometric height was determined by differential leveling
 HC0151.and adjusted by the National Geodetic Survey in 1992..
 HC0151.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0151.rate of 0.0 thru 1.0 mm/km.
 HC0151
 HC0151.The geoid height was determined by GEOID03.
 HC0151
 HC0151.The dynamic height is computed by dividing the NAVD 88
 HC0151.geopotential number by the normal gravity value computed on the
 HC0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0151.degrees latitude (g = 980.6199 gals.).
 HC0151
 HC0151.The modeled gravity was interpolated from observed gravity values.
 HC0151
 HC0151;                    North         East    Units  Estimated Accuracy
 HC0151;SPC MO E     -   133,900.      209,670.      MT  (+/- 180 meters Scaled)
 HC0151
 HC0151                          SUPERSEDED SURVEY CONTROL
 HC0151
 HC0151  NGVD 29 (??/??/92)  185.683  (m)          609.20   (f) ADJ UNCH    2 0
 HC0151
 HC0151.Superseded values are not recommended for survey control.
 HC0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0151.See file dsdata.txt to determine how the superseded data were derived.
 HC0151
 HC0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB820011(NAD 83)
 HC0151_MARKER: DB = BENCH MARK DISK
 HC0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0151_STAMPING: A 114 1935
 HC0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0151+STABILITY: SURFACE MOTION
 HC0151
 HC0151  HISTORY     - Date     Condition        Report By
 HC0151  HISTORY     - 1935     MONUMENTED       CGS
 HC0151  HISTORY     - 1966     MARK NOT FOUND   USGS
 HC0151
 HC0151                          STATION DESCRIPTION
 HC0151
 HC0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0151'5 MI NE FROM VAN BUREN.
 HC0151'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM VAN BUREN, ABOUT
 HC0151'600 FEET SOUTH OF THE CARTER CREEK SCHOOL, AND 40 FEET NORTH
 HC0151'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HC0151'A 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0151
 HC0151                          STATION RECOVERY (1966)
 HC0151
 HC0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HC0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0527 ***********************************************************************
 HC0527  DESIGNATION -  A 115
 HC0527  PID         -  HC0527
 HC0527  STATE/COUNTY-  MO/REYNOLDS
 HC0527  USGS QUAD   -  CORRIDON (1985)
 HC0527
 HC0527                         *CURRENT SURVEY CONTROL
 HC0527  ___________________________________________________________________
 HC0527* NAD 83(1986)-  37 23 52.     (N)    091 04 23.     (W)     SCALED    
 HC0527* NAVD 88     -       382.642  (meters)    1255.38   (feet)  POSTED    
 HC0527  ___________________________________________________________________
 HC0527  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HC0527  DYNAMIC HT  -         382.330 (meters)    1254.36  (feet)  COMP
 HC0527  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 HC0527
 HC0527  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0527
 HC0527.The horizontal coordinates were scaled from a topographic map and have
 HC0527.an estimated accuracy of +/- 6 seconds.
 HC0527
 HC0527.The orthometric height was determined by differential leveling
 HC0527.and adjusted by the National Geodetic Survey in 1992..
 HC0527.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0527.rate of 0.0 thru 1.0 mm/km.
 HC0527
 HC0527.The geoid height was determined by GEOID03.
 HC0527
 HC0527.The dynamic height is computed by dividing the NAVD 88
 HC0527.geopotential number by the normal gravity value computed on the
 HC0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0527.degrees latitude (g = 980.6199 gals.).
 HC0527
 HC0527.The modeled gravity was interpolated from observed gravity values.
 HC0527
 HC0527;                    North         East    Units  Estimated Accuracy
 HC0527;SPC MO E     -   173,750.      199,260.      MT  (+/- 180 meters Scaled)
 HC0527
 HC0527                          SUPERSEDED SURVEY CONTROL
 HC0527
 HC0527  NGVD 29 (??/??/92)  382.603  (m)         1255.26   (f) ADJ UNCH    2 0
 HC0527
 HC0527.Superseded values are not recommended for survey control.
 HC0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0527.See file dsdata.txt to determine how the superseded data were derived.
 HC0527
 HC0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB705407(NAD 83)
 HC0527_MARKER: DB = BENCH MARK DISK
 HC0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0527_STAMPING: A 115 1935
 HC0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0527+STABILITY: SURFACE MOTION
 HC0527
 HC0527  HISTORY     - Date     Condition        Report By
 HC0527  HISTORY     - 1935     MONUMENTED       CGS
 HC0527
 HC0527                          STATION DESCRIPTION
 HC0527
 HC0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0527'0.2 MI SE FROM REYNOLDS.
 HC0527'0.2 MILE SOUTHEAST ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0527'STATION AT REYNOLDS, REYNOLDS COUNTY, 5 RAILS NORTH OF MILEPOST
 HC0527'44, AT THE NORTH END OF A CUT, AND 30 FEET WEST OF THE CENTERLINE
 HC0527'OF THE TRACK.  A STANDARD DISK, STAMPED A 115 1935 AND SET IN THE
 HC0527'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0284 ***********************************************************************
 HC0284  DESIGNATION -  A 116
 HC0284  PID         -  HC0284
 HC0284  STATE/COUNTY-  MO/REYNOLDS
 HC0284  USGS QUAD   -  CENTERVILLE (1985)
 HC0284
 HC0284                         *CURRENT SURVEY CONTROL
 HC0284  ___________________________________________________________________
 HC0284* NAD 83(1986)-  37 27 09.     (N)    090 57 15.     (W)     SCALED    
 HC0284* NAVD 88     -       242.641  (meters)     796.06   (feet)  ADJUSTED  
 HC0284  ___________________________________________________________________
 HC0284  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 HC0284  DYNAMIC HT  -         242.451 (meters)     795.44  (feet)  COMP
 HC0284  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 HC0284
 HC0284  VERT ORDER  -  SECOND    CLASS 0
 HC0284
 HC0284.The horizontal coordinates were scaled from a topographic map and have
 HC0284.an estimated accuracy of +/- 6 seconds.
 HC0284
 HC0284.The orthometric height was determined by differential leveling
 HC0284.and adjusted by the National Geodetic Survey in June 1991..
 HC0284
 HC0284.The geoid height was determined by GEOID03.
 HC0284
 HC0284.The dynamic height is computed by dividing the NAVD 88
 HC0284.geopotential number by the normal gravity value computed on the
 HC0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0284.degrees latitude (g = 980.6199 gals.).
 HC0284
 HC0284.The modeled gravity was interpolated from observed gravity values.
 HC0284
 HC0284;                    North         East    Units  Estimated Accuracy
 HC0284;SPC MO E     -   179,770.      209,820.      MT  (+/- 180 meters Scaled)
 HC0284
 HC0284                          SUPERSEDED SURVEY CONTROL
 HC0284
 HC0284  NGVD 29 (??/??/92)  242.615  (m)          795.98   (f) ADJ UNCH    2 0
 HC0284
 HC0284.Superseded values are not recommended for survey control.
 HC0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0284.See file dsdata.txt to determine how the superseded data were derived.
 HC0284
 HC0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB809470(NAD 83)
 HC0284_MARKER: DB = BENCH MARK DISK
 HC0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0284_STAMPING: A 116 1935
 HC0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0284+STABILITY: SURFACE MOTION
 HC0284
 HC0284  HISTORY     - Date     Condition        Report By
 HC0284  HISTORY     - 1935     MONUMENTED       CGS
 HC0284
 HC0284                          STATION DESCRIPTION
 HC0284
 HC0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0284'1.6 MI NE FROM CENTERVILLE.
 HC0284'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY
 HC0284'COURTHOUSE AT CENTERVILLE, ABOUT 100 YARDS SOUTHEAST OF THE HAROLD
 HC0284'BOWLEY HOUSE, AT THE JUNCTION OF A ROAD LEADING SOUTH, 40 FEET
 HC0284'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 30 FEET EAST OF THE
 HC0284'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A 116 1935
 HC0284'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1447 ***********************************************************************
 JD1447  DESIGNATION -  A 119
 JD1447  PID         -  JD1447
 JD1447  STATE/COUNTY-  MO/HENRY
 JD1447  USGS QUAD   -  HARTWELL (1981)
 JD1447
 JD1447                         *CURRENT SURVEY CONTROL
 JD1447  ___________________________________________________________________
 JD1447* NAD 83(1986)-  38 25 23.     (N)    093 54 26.     (W)     SCALED    
 JD1447* NAVD 88     -       224.645  (meters)     737.02   (feet)  ADJUSTED  
 JD1447  ___________________________________________________________________
 JD1447  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JD1447  DYNAMIC HT  -         224.490 (meters)     736.51  (feet)  COMP
 JD1447  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 JD1447
 JD1447  VERT ORDER  -  SECOND    CLASS 0
 JD1447
 JD1447.The horizontal coordinates were scaled from a topographic map and have
 JD1447.an estimated accuracy of +/- 6 seconds.
 JD1447
 JD1447.The orthometric height was determined by differential leveling
 JD1447.and adjusted by the National Geodetic Survey in June 1991..
 JD1447
 JD1447.The geoid height was determined by GEOID03.
 JD1447
 JD1447.The dynamic height is computed by dividing the NAVD 88
 JD1447.geopotential number by the normal gravity value computed on the
 JD1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1447.degrees latitude (g = 980.6199 gals.).
 JD1447
 JD1447.The modeled gravity was interpolated from observed gravity values.
 JD1447
 JD1447;                    North         East    Units  Estimated Accuracy
 JD1447;SPC MO W     -   250,570.      901,760.      MT  (+/- 180 meters Scaled)
 JD1447
 JD1447                          SUPERSEDED SURVEY CONTROL
 JD1447
 JD1447  NGVD 29 (??/??/92)  224.54   (m)          736.7    (f) COMPUTED    2 0
 JD1447
 JD1447.Superseded values are not recommended for survey control.
 JD1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1447.See file dsdata.txt to determine how the superseded data were derived.
 JD1447
 JD1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC208531(NAD 83)
 JD1447_MARKER: DB = BENCH MARK DISK
 JD1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1447_STAMPING: A 119 1935
 JD1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1447+STABILITY: SURFACE MOTION
 JD1447
 JD1447  HISTORY     - Date     Condition        Report By
 JD1447  HISTORY     - 1935     MONUMENTED       CGS
 JD1447  HISTORY     - 1951     GOOD             NGS
 JD1447  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1447
 JD1447                          STATION DESCRIPTION
 JD1447
 JD1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JD1447'2.1 MI SE FROM HARTWELL.
 JD1447'2.1 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED ST.
 JD1447'LOUIS-SAN FRANCISCO RAILWAY FROM HARTWELL, 0.1 MILE SOUTH OF A
 JD1447'FIELD-ROAD CROSSING, 52 FEET WEST OF THE OLD ROADBED, AND 1
 JD1447'FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED A 119 1935
 JD1447'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1951- IT WAS
 JD1447'REPORTED AT THAT TIME THAT THE AREA DESCRIBED IS IN A FIELD
 JD1447'AND IN HIGH GRASS.
 JD1447
 JD1447                          STATION RECOVERY (1963)
 JD1447
 JD1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0208 ***********************************************************************
 KD0208  DESIGNATION -  A 12
 KD0208  PID         -  KD0208
 KD0208  STATE/COUNTY-  MO/CHARITON
 KD0208  USGS QUAD   -  SALISBURY (1979)
 KD0208
 KD0208                         *CURRENT SURVEY CONTROL
 KD0208  ___________________________________________________________________
 KD0208* NAD 83(1986)-  39 24 33.     (N)    092 50 55.     (W)     SCALED    
 KD0208* NAVD 88     -       203.146  (meters)     666.49   (feet)  ADJUSTED  
 KD0208  ___________________________________________________________________
 KD0208  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KD0208  DYNAMIC HT  -         203.028 (meters)     666.10  (feet)  COMP
 KD0208  MODELED GRAV-     980,041.6   (mgal)                       NAVD 88
 KD0208
 KD0208  VERT ORDER  -  FIRST     CLASS II
 KD0208
 KD0208.The horizontal coordinates were scaled from a topographic map and have
 KD0208.an estimated accuracy of +/- 6 seconds.
 KD0208
 KD0208.The orthometric height was determined by differential leveling
 KD0208.and adjusted by the National Geodetic Survey in June 1991..
 KD0208.WARNING-Repeat measurements at this control monument indicate possible
 KD0208.vertical movement.
 KD0208
 KD0208.The geoid height was determined by GEOID03.
 KD0208
 KD0208.The dynamic height is computed by dividing the NAVD 88
 KD0208.geopotential number by the normal gravity value computed on the
 KD0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0208.degrees latitude (g = 980.6199 gals.).
 KD0208
 KD0208.The modeled gravity was interpolated from observed gravity values.
 KD0208
 KD0208;                    North         East    Units  Estimated Accuracy
 KD0208;SPC MO C     -   396,910.      469,980.      MT  (+/- 180 meters Scaled)
 KD0208
 KD0208                          SUPERSEDED SURVEY CONTROL
 KD0208
 KD0208  NGVD 29 (??/??/92)  203.140  (m)          666.47   (f) ADJ UNCH    1 2
 KD0208
 KD0208.Superseded values are not recommended for survey control.
 KD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0208.See file dsdata.txt to determine how the superseded data were derived.
 KD0208
 KD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD130621(NAD 83)
 KD0208_MARKER: DB = BENCH MARK DISK
 KD0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0208_SP_SET: BRIDGE
 KD0208_STAMPING: 66.124 A 12 1930
 KD0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0208
 KD0208  HISTORY     - Date     Condition        Report By
 KD0208  HISTORY     - 1930     MONUMENTED       CGS
 KD0208  HISTORY     - 1934     GOOD             NGS
 KD0208  HISTORY     - 1967     GOOD             NGS
 KD0208  HISTORY     - 1990     GOOD             USPSQD
 KD0208
 KD0208                          STATION DESCRIPTION
 KD0208
 KD0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KD0208'2.8 MI W FROM SALISBURY.
 KD0208'2-3/4 MILES WEST ALONG THE WABASH RAILROAD FROM SALISBURY,
 KD0208'CHARITON COUNTY, 300 FEET SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 KD0208'24 AND STATE HIGHWAY 5, AT BRIDGE 465 OVER STATE HIGHWAY 5, IN
 KD0208'THE WEST ABUTMENT, AND 2 FEET SOUTHWEST OF TH POINT WHERE THE
 KD0208'SOUTH GIRDER RESTS ON THE ABUTMENT.  A STANDARD DISK, STAMPED
 KD0208'66.124 A 12 1930.
 KD0208
 KD0208                          STATION RECOVERY (1967)
 KD0208
 KD0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0208'RECOVERED IN GOOD CONDITION.
 KD0208
 KD0208                          STATION RECOVERY (1990)
 KD0208
 KD0208'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0313 ***********************************************************************
 KD0313  DESIGNATION -  A 120
 KD0313  PID         -  KD0313
 KD0313  STATE/COUNTY-  MO/LINN
 KD0313  USGS QUAD   -  LACLEDE (1984)
 KD0313
 KD0313                         *CURRENT SURVEY CONTROL
 KD0313  ___________________________________________________________________
 KD0313* NAD 83(1986)-  39 47 08.     (N)    093 09 09.     (W)     SCALED    
 KD0313* NAVD 88     -       231.382  (meters)     759.13   (feet)  ADJUSTED  
 KD0313  ___________________________________________________________________
 KD0313  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KD0313  DYNAMIC HT  -         231.253 (meters)     758.70  (feet)  COMP
 KD0313  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 KD0313
 KD0313  VERT ORDER  -  SECOND    CLASS 0
 KD0313
 KD0313.The horizontal coordinates were scaled from a topographic map and have
 KD0313.an estimated accuracy of +/- 6 seconds.
 KD0313
 KD0313.The orthometric height was determined by differential leveling
 KD0313.and adjusted by the National Geodetic Survey in June 1991..
 KD0313
 KD0313.The geoid height was determined by GEOID03.
 KD0313
 KD0313.The dynamic height is computed by dividing the NAVD 88
 KD0313.geopotential number by the normal gravity value computed on the
 KD0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0313.degrees latitude (g = 980.6199 gals.).
 KD0313
 KD0313.The modeled gravity was interpolated from observed gravity values.
 KD0313
 KD0313;                    North         East    Units  Estimated Accuracy
 KD0313;SPC MO C     -   438,840.      444,110.      MT  (+/- 180 meters Scaled)
 KD0313
 KD0313                          SUPERSEDED SURVEY CONTROL
 KD0313
 KD0313  NGVD 29 (??/??/92)  231.348  (m)          759.01   (f) ADJ UNCH    2 0
 KD0313
 KD0313.Superseded values are not recommended for survey control.
 KD0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0313.See file dsdata.txt to determine how the superseded data were derived.
 KD0313
 KD0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE869039(NAD 83)
 KD0313_MARKER: DB = BENCH MARK DISK
 KD0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0313_STAMPING: A 120 1935
 KD0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0313+STABILITY: SURFACE MOTION
 KD0313
 KD0313  HISTORY     - Date     Condition        Report By
 KD0313  HISTORY     - 1935     MONUMENTED       CGS
 KD0313  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0313  HISTORY     - 1981     MARK NOT FOUND   USGS
 KD0313
 KD0313                          STATION DESCRIPTION
 KD0313
 KD0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0313'1.1 MI E FROM LACLEDE.
 KD0313'ABOUT 1.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KD0313'RAILROAD FROM THE STATION AT LACLEDE, LINN COUNTY, AT MILEAGE
 KD0313'108.3 ABOUT 500 YARDS EAST OF THE YARD-LIMIT SIGN, 45 FEET SOUTH
 KD0313'OF THE CENTERLINE OF A DIRT ROAD, ABOUT 6 RAILS WEST OF A SIGN
 KD0313'BATTERY-BOX, AND ABOUT 30 FEET NORTH OF THE TRACK.  A STANDARD
 KD0313'DISK, STAMPED A 120 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0313
 KD0313                          STATION RECOVERY (1967)
 KD0313
 KD0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0313'MARK NOT FOUND.
 KD0313
 KD0313                          STATION RECOVERY (1981)
 KD0313
 KD0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 KD0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0112 ***********************************************************************
 LE0112  DESIGNATION -  A 121
 LE0112  PID         -  LE0112
 LE0112  STATE/COUNTY-  MO/KNOX
 LE0112  USGS QUAD   -  HURDLAND (1966)
 LE0112
 LE0112                         *CURRENT SURVEY CONTROL
 LE0112  ___________________________________________________________________
 LE0112* NAD 83(1986)-  40 08 25.     (N)    092 20 52.     (W)     SCALED    
 LE0112* NAVD 88     -       263.869  (meters)     865.71   (feet)  ADJUSTED  
 LE0112  ___________________________________________________________________
 LE0112  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LE0112  DYNAMIC HT  -         263.728 (meters)     865.25  (feet)  COMP
 LE0112  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 LE0112
 LE0112  VERT ORDER  -  SECOND    CLASS 0
 LE0112
 LE0112.The horizontal coordinates were scaled from a topographic map and have
 LE0112.an estimated accuracy of +/- 6 seconds.
 LE0112
 LE0112.The orthometric height was determined by differential leveling
 LE0112.and adjusted by the National Geodetic Survey in June 1991..
 LE0112
 LE0112.The geoid height was determined by GEOID03.
 LE0112
 LE0112.The dynamic height is computed by dividing the NAVD 88
 LE0112.geopotential number by the normal gravity value computed on the
 LE0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0112.degrees latitude (g = 980.6199 gals.).
 LE0112
 LE0112.The modeled gravity was interpolated from observed gravity values.
 LE0112
 LE0112;                    North         East    Units  Estimated Accuracy
 LE0112;SPC MO C     -   478,030.      512,970.      MT  (+/- 180 meters Scaled)
 LE0112
 LE0112                          SUPERSEDED SURVEY CONTROL
 LE0112
 LE0112  NGVD 29 (??/??/92)  263.890  (m)          865.78   (f) ADJ UNCH    2 0
 LE0112
 LE0112.Superseded values are not recommended for survey control.
 LE0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0112.See file dsdata.txt to determine how the superseded data were derived.
 LE0112
 LE0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE555435(NAD 83)
 LE0112_MARKER: DB = BENCH MARK DISK
 LE0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0112_STAMPING: A 121 1935
 LE0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0112+STABILITY: SURFACE MOTION
 LE0112
 LE0112  HISTORY     - Date     Condition        Report By
 LE0112  HISTORY     - 1935     MONUMENTED       CGS
 LE0112  HISTORY     - 1963     GOOD             USGS
 LE0112
 LE0112                          STATION DESCRIPTION
 LE0112
 LE0112'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LE0112'1.5 MI SW FROM HURDLAND.
 LE0112'HURDLAND, ABOUT 1.5 MI. SW. OF, ALONG THE AT AND SF RR. IN THE
 LE0112'SE. COR. SEC. 28, T.62N., R.13 W., 93 FT SE., 78 FT SW. AND
 LE0112'3.2 FT LOWER THAN A FIELD RD. X-ING., 86 FT SE. OF THE S. RAIL,
 LE0112'20.5 FT SW. OF THE CENTERLINE OF A FIELD GATE AND 1.0 FT NW.
 LE0112'OF THE RIGHT OF WAY FE. IN A CONC. POST, A STD. TABLET, STAMPED
 LE0112'A 121 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0140 ***********************************************************************
 KD0140  DESIGNATION -  A 123
 KD0140  PID         -  KD0140
 KD0140  STATE/COUNTY-  MO/CHARITON
 KD0140  USGS QUAD   -  SALISBURY (1979)
 KD0140
 KD0140                         *CURRENT SURVEY CONTROL
 KD0140  ___________________________________________________________________
 KD0140* NAD 83(1986)-  39 25 31.     (N)    092 48 01.     (W)     SCALED    
 KD0140* NAVD 88     -       220.416  (meters)     723.15   (feet)  ADJUSTED  
 KD0140  ___________________________________________________________________
 KD0140  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KD0140  DYNAMIC HT  -         220.289 (meters)     722.73  (feet)  COMP
 KD0140  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 KD0140
 KD0140  VERT ORDER  -  SECOND    CLASS 0
 KD0140
 KD0140.The horizontal coordinates were scaled from a topographic map and have
 KD0140.an estimated accuracy of +/- 6 seconds.
 KD0140
 KD0140.The orthometric height was determined by differential leveling
 KD0140.and adjusted by the National Geodetic Survey in June 1991..
 KD0140.WARNING-Repeat measurements at this control monument indicate possible
 KD0140.vertical movement.
 KD0140
 KD0140.The geoid height was determined by GEOID03.
 KD0140
 KD0140.The dynamic height is computed by dividing the NAVD 88
 KD0140.geopotential number by the normal gravity value computed on the
 KD0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0140.degrees latitude (g = 980.6199 gals.).
 KD0140
 KD0140.The modeled gravity was interpolated from observed gravity values.
 KD0140
 KD0140;                    North         East    Units  Estimated Accuracy
 KD0140;SPC MO C     -   398,690.      474,150.      MT  (+/- 180 meters Scaled)
 KD0140
 KD0140                          SUPERSEDED SURVEY CONTROL
 KD0140
 KD0140  NGVD 29 (??/??/92)  220.398  (m)          723.09   (f) ADJ UNCH    2 0
 KD0140
 KD0140.Superseded values are not recommended for survey control.
 KD0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0140.See file dsdata.txt to determine how the superseded data were derived.
 KD0140
 KD0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD171639(NAD 83)
 KD0140_MARKER: DB = BENCH MARK DISK
 KD0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0140_STAMPING: A 123 1935
 KD0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0140+STABILITY: SURFACE MOTION
 KD0140
 KD0140  HISTORY     - Date     Condition        Report By
 KD0140  HISTORY     - 1935     MONUMENTED       CGS
 KD0140  HISTORY     - 1945     GOOD             NGS
 KD0140  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0140
 KD0140                          STATION DESCRIPTION
 KD0140
 KD0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 KD0140'AT SALISBURY.
 KD0140'AT SALISBURY, CHARITON COUNTY, 350 FEET EAST OF THE WABASH RAILWAY
 KD0140'STATION, 25 FEET EAST OF A STREET CROSSING, 45 FEET SOUTH OF
 KD0140'U.S. HIGHWAY 24, AND 30 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 KD0140'DISK, STAMPED A 123 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0140
 KD0140                          STATION RECOVERY (1967)
 KD0140
 KD0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0094 ***********************************************************************
 KD0094  DESIGNATION -  A 124
 KD0094  PID         -  KD0094
 KD0094  STATE/COUNTY-  MO/MONROE
 KD0094  USGS QUAD   -  PARIS WEST (1979)
 KD0094
 KD0094                         *CURRENT SURVEY CONTROL
 KD0094  ___________________________________________________________________
 KD0094* NAD 83(1986)-  39 28 41.     (N)    092 03 53.     (W)     SCALED    
 KD0094* NAVD 88     -       231.805  (meters)     760.51   (feet)  ADJUSTED  
 KD0094  ___________________________________________________________________
 KD0094  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KD0094  DYNAMIC HT  -         231.671 (meters)     760.07  (feet)  COMP
 KD0094  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 KD0094
 KD0094  VERT ORDER  -  SECOND    CLASS 0
 KD0094
 KD0094.The horizontal coordinates were scaled from a topographic map and have
 KD0094.an estimated accuracy of +/- 6 seconds.
 KD0094
 KD0094.The orthometric height was determined by differential leveling
 KD0094.and adjusted by the National Geodetic Survey in June 1991..
 KD0094
 KD0094.The geoid height was determined by GEOID03.
 KD0094
 KD0094.The dynamic height is computed by dividing the NAVD 88
 KD0094.geopotential number by the normal gravity value computed on the
 KD0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0094.degrees latitude (g = 980.6199 gals.).
 KD0094
 KD0094.The modeled gravity was interpolated from observed gravity values.
 KD0094
 KD0094;                    North         East    Units  Estimated Accuracy
 KD0094;SPC MO C     -   404,590.      537,450.      MT  (+/- 180 meters Scaled)
 KD0094
 KD0094                          SUPERSEDED SURVEY CONTROL
 KD0094
 KD0094  NGVD 29 (??/??/92)  231.813  (m)          760.54   (f) ADJ UNCH    2 0
 KD0094
 KD0094.Superseded values are not recommended for survey control.
 KD0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0094.See file dsdata.txt to determine how the superseded data were derived.
 KD0094
 KD0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD804702(NAD 83)
 KD0094_MARKER: DB = BENCH MARK DISK
 KD0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0094_STAMPING: A 124 1935
 KD0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0094+STABILITY: SURFACE MOTION
 KD0094
 KD0094  HISTORY     - Date     Condition        Report By
 KD0094  HISTORY     - 1935     MONUMENTED       CGS
 KD0094  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0094
 KD0094                          STATION DESCRIPTION
 KD0094
 KD0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0094'3.7 MI E FROM HOLLIDAY.
 KD0094'3.7 MILES EAST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KD0094'HOLLIDAY, AT MILEAGE 47.8, 15 RAILS WEST OF A CROSS ROAD,
 KD0094'35 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ON A FENCE
 KD0094'LINE.  A STANDARD DISK, STAMPED A 124 1935 AND SET IN THE
 KD0094'TOP OF A CONCRETE POST.
 KD0094
 KD0094                          STATION RECOVERY (1967)
 KD0094
 KD0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0409 ***********************************************************************
 JD0409  DESIGNATION -  A 125
 JD0409  PID         -  JD0409
 JD0409  STATE/COUNTY-  MO/HOWARD
 JD0409  USGS QUAD   -  ROCHEPORT (1979)
 JD0409
 JD0409                         *CURRENT SURVEY CONTROL
 JD0409  ___________________________________________________________________
 JD0409* NAD 83(1986)-  38 59 34.     (N)    092 33 52.     (W)     SCALED    
 JD0409* NAVD 88     -       179.604  (meters)     589.25   (feet)  ADJUSTED  
 JD0409  ___________________________________________________________________
 JD0409  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JD0409  DYNAMIC HT  -         179.488 (meters)     588.87  (feet)  COMP
 JD0409  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 JD0409
 JD0409  VERT ORDER  -  SECOND    CLASS 0
 JD0409
 JD0409.The horizontal coordinates were scaled from a topographic map and have
 JD0409.an estimated accuracy of +/- 6 seconds.
 JD0409
 JD0409.The orthometric height was determined by differential leveling
 JD0409.and adjusted by the National Geodetic Survey in June 1991..
 JD0409
 JD0409.The geoid height was determined by GEOID03.
 JD0409
 JD0409.The dynamic height is computed by dividing the NAVD 88
 JD0409.geopotential number by the normal gravity value computed on the
 JD0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0409.degrees latitude (g = 980.6199 gals.).
 JD0409
 JD0409.The modeled gravity was interpolated from observed gravity values.
 JD0409
 JD0409;                    North         East    Units  Estimated Accuracy
 JD0409;SPC MO C     -   350,630.      494,420.      MT  (+/- 180 meters Scaled)
 JD0409
 JD0409                          SUPERSEDED SURVEY CONTROL
 JD0409
 JD0409  NGVD 29 (??/??/92)  179.57   (m)          589.1    (f) COMPUTED    2 0
 JD0409
 JD0409.Superseded values are not recommended for survey control.
 JD0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0409.See file dsdata.txt to determine how the superseded data were derived.
 JD0409
 JD0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD377160(NAD 83)
 JD0409_MARKER: DB = BENCH MARK DISK
 JD0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0409_SP_SET: BRIDGE
 JD0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0409
 JD0409  HISTORY     - Date     Condition        Report By
 JD0409  HISTORY     - UNK      MONUMENTED       CGS
 JD0409  HISTORY     - 1935     GOOD             NGS
 JD0409
 JD0409                          STATION DESCRIPTION
 JD0409
 JD0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD0409'6.3 MI W FROM MIDWAY.
 JD0409'6.3 MILES WEST.  IN NORTHEAST CORNER OF U.S. HIGHWAY 40 BRIDGE
 JD0409'OVER MONTEAU CREEK.  18 FT. NORTH OF CENTER LINE OF U.S. HIGHWAY
 JD0409'40.  3 FT. WEST OF HOWARD COUNTY LINE POST.  IN CENTER OF TOP OF
 JD0409'WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0410 ***********************************************************************
 JD0410  DESIGNATION -  A 125 RESET
 JD0410  PID         -  JD0410
 JD0410  STATE/COUNTY-  MO/HOWARD
 JD0410  USGS QUAD   -  ROCHEPORT (1979)
 JD0410
 JD0410                         *CURRENT SURVEY CONTROL
 JD0410  ___________________________________________________________________
 JD0410* NAD 83(1986)-  38 59 34.     (N)    092 33 52.     (W)     SCALED    
 JD0410* NAVD 88     -       183.08   (+/-2cm)     600.7    (feet)  VERTCON   
 JD0410  ___________________________________________________________________
 JD0410  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JD0410
 JD0410  VERT ORDER  -  THIRD (See Below)
 JD0410
 JD0410.The horizontal coordinates were scaled from a topographic map and have
 JD0410.an estimated accuracy of +/- 6 seconds.
 JD0410
 JD0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD0410.The vertical order pertains to the NGVD 29 superseded value.
 JD0410
 JD0410.The geoid height was determined by GEOID03.
 JD0410
 JD0410;                    North         East    Units  Estimated Accuracy
 JD0410;SPC MO C     -   350,630.      494,420.      MT  (+/- 180 meters Scaled)
 JD0410
 JD0410                          SUPERSEDED SURVEY CONTROL
 JD0410
 JD0410  NGVD 29 (??/??/??)  183.06   (m)          600.6    (f) RESET       3  
 JD0410
 JD0410.Superseded values are not recommended for survey control.
 JD0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0410.See file dsdata.txt to determine how the superseded data were derived.
 JD0410
 JD0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD377160(NAD 83)
 JD0410_MARKER: DB = BENCH MARK DISK
 JD0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0410_SP_SET: BRIDGE
 JD0410_STAMPING: A 125 RESET 1941
 JD0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0410
 JD0410  HISTORY     - Date     Condition        Report By
 JD0410  HISTORY     - 1941     MONUMENTED       CGS
 JD0410  HISTORY     - 1949     GOOD             NGS
 JD0410
 JD0410                          STATION DESCRIPTION
 JD0410
 JD0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JD0410'6.3 MI W FROM MIDWAY.
 JD0410'6.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM MIDWAY, BOONE COUNTY,
 JD0410'AT A BRIDGE OVER MONITEAU CREEK, AND IN THE TOP OF THE NORTH
 JD0410'WING WALL OF THE EAST ABUTMENT.  A STANDARD DISK, STAMPED A 125
 JD0410'RESET 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0742 ***********************************************************************
 HD0742  DESIGNATION -  A 127
 HD0742  PID         -  HD0742
 HD0742  STATE/COUNTY-  MO/DADE
 HD0742  USGS QUAD   -  SOUTH GREENFIELD (1956)
 HD0742
 HD0742                         *CURRENT SURVEY CONTROL
 HD0742  ___________________________________________________________________
 HD0742* NAD 83(1986)-  37 17 39.     (N)    093 50 25.     (W)     SCALED    
 HD0742* NAVD 88     -       354.401  (meters)    1162.73   (feet)  ADJUSTED  
 HD0742  ___________________________________________________________________
 HD0742  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HD0742  DYNAMIC HT  -         354.115 (meters)    1161.79  (feet)  COMP
 HD0742  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 HD0742
 HD0742  VERT ORDER  -  SECOND    CLASS 0
 HD0742
 HD0742.The horizontal coordinates were scaled from a topographic map and have
 HD0742.an estimated accuracy of +/- 6 seconds.
 HD0742
 HD0742.The orthometric height was determined by differential leveling
 HD0742.and adjusted by the National Geodetic Survey in June 1991..
 HD0742
 HD0742.The geoid height was determined by GEOID03.
 HD0742
 HD0742.The dynamic height is computed by dividing the NAVD 88
 HD0742.geopotential number by the normal gravity value computed on the
 HD0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0742.degrees latitude (g = 980.6199 gals.).
 HD0742
 HD0742.The modeled gravity was interpolated from observed gravity values.
 HD0742
 HD0742;                    North         East    Units  Estimated Accuracy
 HD0742;SPC MO W     -   125,320.      908,490.      MT  (+/- 180 meters Scaled)
 HD0742
 HD0742                          SUPERSEDED SURVEY CONTROL
 HD0742
 HD0742  NGVD 29 (??/??/92)  354.255  (m)         1162.25   (f) ADJ UNCH    2 0
 HD0742
 HD0742.Superseded values are not recommended for survey control.
 HD0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0742.See file dsdata.txt to determine how the superseded data were derived.
 HD0742
 HD0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB255278(NAD 83)
 HD0742_MARKER: DB = BENCH MARK DISK
 HD0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0742_STAMPING: A 127 1935
 HD0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0742+STABILITY: SURFACE MOTION
 HD0742
 HD0742  HISTORY     - Date     Condition        Report By
 HD0742  HISTORY     - 1935     MONUMENTED       CGS
 HD0742
 HD0742                          STATION DESCRIPTION
 HD0742
 HD0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0742'2.3 MI S FROM PENNSBORO.
 HD0742'2.3 MILES SOUTH ALONG STATE HIGHWAY 39 FROM PENNSBORO, DADE COUNTY,
 HD0742'AT A ROAD JUNCTION, 8 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY,
 HD0742'3 YARDS NORTH OF THE FARM ROAD, AND 1 YARD WEST OF A FENCE.  A
 HD0742'STANDARD DISK, STAMPED A 127 1935 AND SET IN THE TOP OF A CONCRETE
 HD0742'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0309 ***********************************************************************
 HC0309  DESIGNATION -  A 128
 HC0309  PID         -  HC0309
 HC0309  STATE/COUNTY-  MO/WASHINGTON
 HC0309  USGS QUAD   -  POTOSI (1982)
 HC0309
 HC0309                         *CURRENT SURVEY CONTROL
 HC0309  ___________________________________________________________________
 HC0309* NAD 83(1986)-  37 56 11.     (N)    090 47 15.     (W)     SCALED    
 HC0309* NAVD 88     -       274.502  (meters)     900.60   (feet)  ADJUSTED  
 HC0309  ___________________________________________________________________
 HC0309  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 HC0309  DYNAMIC HT  -         274.305 (meters)     899.95  (feet)  COMP
 HC0309  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 HC0309
 HC0309  VERT ORDER  -  SECOND    CLASS 0
 HC0309
 HC0309.The horizontal coordinates were scaled from a topographic map and have
 HC0309.an estimated accuracy of +/- 6 seconds.
 HC0309
 HC0309.The orthometric height was determined by differential leveling
 HC0309.and adjusted by the National Geodetic Survey in June 1991..
 HC0309
 HC0309.The geoid height was determined by GEOID03.
 HC0309
 HC0309.The dynamic height is computed by dividing the NAVD 88
 HC0309.geopotential number by the normal gravity value computed on the
 HC0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0309.degrees latitude (g = 980.6199 gals.).
 HC0309
 HC0309.The modeled gravity was interpolated from observed gravity values.
 HC0309
 HC0309;                    North         East    Units  Estimated Accuracy
 HC0309;SPC MO E     -   233,410.      224,730.      MT  (+/- 180 meters Scaled)
 HC0309
 HC0309                          SUPERSEDED SURVEY CONTROL
 HC0309
 HC0309  NGVD 29 (??/??/92)  274.533  (m)          900.70   (f) ADJ UNCH    2 0
 HC0309
 HC0309.Superseded values are not recommended for survey control.
 HC0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0309.See file dsdata.txt to determine how the superseded data were derived.
 HC0309
 HC0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC944010(NAD 83)
 HC0309_MARKER: DB = BENCH MARK DISK
 HC0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0309_STAMPING: A 128 1935
 HC0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0309+STABILITY: SURFACE MOTION
 HC0309
 HC0309  HISTORY     - Date     Condition        Report By
 HC0309  HISTORY     - 1935     MONUMENTED       CGS
 HC0309  HISTORY     - 1957     GOOD             NGS
 HC0309
 HC0309                          STATION DESCRIPTION
 HC0309
 HC0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HC0309'AT POTOSI.
 HC0309'AT POTOSI, WASHINGTON COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 HC0309'SOUTHEAST CORNER OF THE YARD, 3 FEET WEST OF THE NORTH-AND-SOUTH
 HC0309'SIDEWALK CURB, AND 3 FEET NORTH OF THE EAST-AND-WEST SIDEWALK
 HC0309'CURB.  A STANDARD DISK, STAMPED A 128 1935 AND SET IN THE TOP
 HC0309'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0447 ***********************************************************************
 JC0447  DESIGNATION -  A 129
 JC0447  PID         -  JC0447
 JC0447  STATE/COUNTY-  MO/JEFFERSON
 JC0447  USGS QUAD   -  VINELAND (1981)
 JC0447
 JC0447                         *CURRENT SURVEY CONTROL
 JC0447  ___________________________________________________________________
 JC0447* NAD 83(1986)-  38 07 01.     (N)    090 33 43.     (W)     SCALED    
 JC0447* NAVD 88     -       169.836  (meters)     557.20   (feet)  ADJUSTED  
 JC0447  ___________________________________________________________________
 JC0447  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 JC0447  DYNAMIC HT  -         169.721 (meters)     556.83  (feet)  COMP
 JC0447  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 JC0447
 JC0447  VERT ORDER  -  SECOND    CLASS 0
 JC0447
 JC0447.The horizontal coordinates were scaled from a topographic map and have
 JC0447.an estimated accuracy of +/- 6 seconds.
 JC0447
 JC0447.The orthometric height was determined by differential leveling
 JC0447.and adjusted by the National Geodetic Survey in June 1991..
 JC0447
 JC0447.The geoid height was determined by GEOID03.
 JC0447
 JC0447.The dynamic height is computed by dividing the NAVD 88
 JC0447.geopotential number by the normal gravity value computed on the
 JC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0447.degrees latitude (g = 980.6199 gals.).
 JC0447
 JC0447.The modeled gravity was interpolated from observed gravity values.
 JC0447
 JC0447;                    North         East    Units  Estimated Accuracy
 JC0447;SPC MO E     -   253,410.      244,570.      MT  (+/- 180 meters Scaled)
 JC0447
 JC0447                          SUPERSEDED SURVEY CONTROL
 JC0447
 JC0447  NGVD 29 (??/??/92)  169.910  (m)          557.45   (f) ADJ UNCH    2 0
 JC0447
 JC0447.Superseded values are not recommended for survey control.
 JC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0447.See file dsdata.txt to determine how the superseded data were derived.
 JC0447
 JC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC137215(NAD 83)
 JC0447_MARKER: DB = BENCH MARK DISK
 JC0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0447_STAMPING: A 129 1935
 JC0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0447+STABILITY: SURFACE MOTION
 JC0447
 JC0447  HISTORY     - Date     Condition        Report By
 JC0447  HISTORY     - 1935     MONUMENTED       CGS
 JC0447  HISTORY     - 1976     MARK NOT FOUND   USGS
 JC0447
 JC0447                          STATION DESCRIPTION
 JC0447
 JC0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0447'1.5 MI S FROM DE SOTO.
 JC0447'1.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0447'STATION AT DE SOTO, JEFFERSON COUNTY, AT A ROAD CROSSING, 24 FEET
 JC0447'NORTH OF THE CENTERLINE OF THE ROAD, AND 21 FEET WEST OF THE
 JC0447'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED A 129 1935
 JC0447'AND SET IN THE TOP OF A CONCRETE POST.
 JC0447
 JC0447                          STATION RECOVERY (1976)
 JC0447
 JC0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JC0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0884 ***********************************************************************
 HB0884  DESIGNATION -  A 13
 HB0884  PID         -  HB0884
 HB0884  STATE/COUNTY-  MO/SCOTT
 HB0884  USGS QUAD   -  THEBES (1996)
 HB0884
 HB0884                         *CURRENT SURVEY CONTROL
 HB0884  ___________________________________________________________________
 HB0884* NAD 83(1986)-  37 12 11.     (N)    089 28 05.     (W)     SCALED    
 HB0884* NAVD 88     -       103.999  (meters)     341.20   (feet)  ADJUSTED  
 HB0884  ___________________________________________________________________
 HB0884  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB0884  DYNAMIC HT  -         103.923 (meters)     340.95  (feet)  COMP
 HB0884  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 HB0884
 HB0884  VERT ORDER  -  FIRST     CLASS II
 HB0884
 HB0884.The horizontal coordinates were scaled from a topographic map and have
 HB0884.an estimated accuracy of +/- 6 seconds.
 HB0884
 HB0884.The orthometric height was determined by differential leveling
 HB0884.and adjusted by the National Geodetic Survey in June 1991..
 HB0884
 HB0884.The geoid height was determined by GEOID03.
 HB0884
 HB0884.The dynamic height is computed by dividing the NAVD 88
 HB0884.geopotential number by the normal gravity value computed on the
 HB0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0884.degrees latitude (g = 980.6199 gals.).
 HB0884
 HB0884.The modeled gravity was interpolated from observed gravity values.
 HB0884
 HB0884;                    North         East    Units  Estimated Accuracy
 HB0884;SPC MO E     -   152,490.      341,610.      MT  (+/- 180 meters Scaled)
 HB0884
 HB0884                          SUPERSEDED SURVEY CONTROL
 HB0884
 HB0884  NGVD 29 (??/??/??)  103.820  (m)          340.62   (f) ADJUSTED    1 2
 HB0884
 HB0884.Superseded values are not recommended for survey control.
 HB0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0884.See file dsdata.txt to determine how the superseded data were derived.
 HB0884
 HB0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG809202(NAD 83)
 HB0884_MARKER: DB = BENCH MARK DISK
 HB0884_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HB0884_SP_SET: UNSPECIFIED ROCK
 HB0884_STAMPING: 341.574 A 13 1932
 HB0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0884
 HB0884  HISTORY     - Date     Condition        Report By
 HB0884  HISTORY     - 1932     MONUMENTED       CGS
 HB0884  HISTORY     - 1934     GOOD             CGS
 HB0884
 HB0884                          STATION DESCRIPTION
 HB0884
 HB0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HB0884'3.5 MI N FROM COMMERCE.
 HB0884'3
 HB0884'3.5 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED ST.
 HB0884'LOUIS-SAN FRANCISCO RAILWAY FROM COMMERCE, SCOTT COUNTY, 1.0
 HB0884'MILE SOUTH OF THE WEST END OF THE RAILROAD BRIDGE OVER MISSISSIPPI
 HB0884'RIVER, 100 YARDS NORTH OF A LARGE STREAM, 80 YARDS WEST OF THE
 HB0884'RIVER BANK, JUST SOUTHEAST OF A LARGE OUTCROP OF BOULDERS AT
 HB0884'THE EAST POINT OF A HIGH BLUFF, 50 FEET EAST OF THE DAVE MILLER
 HB0884'FARMHOUSE IN 1934, 50 FEET WEST OF THE OLD RAILROAD GRADE,
 HB0884'IN THE TOP OF A LARGE ROCK, AND ABOUT ONE FOOT ABOVE THE
 HB0884'GROUND.  A STANDARD DISK, STAMPED 341.574 A 13 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0405 ***********************************************************************
 HC0405  DESIGNATION -  A 130
 HC0405  PID         -  HC0405
 HC0405  STATE/COUNTY-  MO/IRON
 HC0405  USGS QUAD   -  IRONTON (1968)
 HC0405
 HC0405                         *CURRENT SURVEY CONTROL
 HC0405  ___________________________________________________________________
 HC0405* NAD 83(1986)-  37 35 15.     (N)    090 37 31.     (W)     SCALED    
 HC0405* NAVD 88     -       281.749  (meters)     924.37   (feet)  ADJUSTED  
 HC0405  ___________________________________________________________________
 HC0405  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HC0405  DYNAMIC HT  -         281.540 (meters)     923.69  (feet)  COMP
 HC0405  MODELED GRAV-     979,882.6   (mgal)                       NAVD 88
 HC0405
 HC0405  VERT ORDER  -  SECOND    CLASS 0
 HC0405
 HC0405.The horizontal coordinates were scaled from a topographic map and have
 HC0405.an estimated accuracy of +/- 6 seconds.
 HC0405
 HC0405.The orthometric height was determined by differential leveling
 HC0405.and adjusted by the National Geodetic Survey in June 1991..
 HC0405
 HC0405.The geoid height was determined by GEOID03.
 HC0405
 HC0405.The dynamic height is computed by dividing the NAVD 88
 HC0405.geopotential number by the normal gravity value computed on the
 HC0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0405.degrees latitude (g = 980.6199 gals.).
 HC0405
 HC0405.The modeled gravity was interpolated from observed gravity values.
 HC0405
 HC0405;                    North         East    Units  Estimated Accuracy
 HC0405;SPC MO E     -   194,660.      238,940.      MT  (+/- 180 meters Scaled)
 HC0405
 HC0405                          SUPERSEDED SURVEY CONTROL
 HC0405
 HC0405  NGVD 29 (??/??/92)  281.753  (m)          924.38   (f) ADJ UNCH    2 0
 HC0405
 HC0405.Superseded values are not recommended for survey control.
 HC0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0405.See file dsdata.txt to determine how the superseded data were derived.
 HC0405
 HC0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB096627(NAD 83)
 HC0405_MARKER: DB = BENCH MARK DISK
 HC0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0405_STAMPING: A 130 1935
 HC0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0405+STABILITY: SURFACE MOTION
 HC0405
 HC0405  HISTORY     - Date     Condition        Report By
 HC0405  HISTORY     - 1935     MONUMENTED       CGS
 HC0405  HISTORY     - 1945     GOOD             NGS
 HC0405  HISTORY     - 1966     MARK NOT FOUND   USGS
 HC0405
 HC0405                          STATION DESCRIPTION
 HC0405
 HC0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HC0405'AT ARCADIA.
 HC0405'AT ARCADIA, IRON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HC0405'30 FEET WEST OF THE WEST SIDE OF THE ABANDONED STATION, 0.3
 HC0405'MILE SOUTH OF THE ARCADIA-IRONTON STATION, AND IN THE STATION
 HC0405'PARK.  A STANDARD DISK, STAMPED A 130 1935 AND SET IN THE TOP
 HC0405'OF A CONCRETE POST.
 HC0405
 HC0405                          STATION RECOVERY (1966)
 HC0405
 HC0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HC0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0307 ***********************************************************************
 JD0307  DESIGNATION -  A 131
 JD0307  PID         -  JD0307
 JD0307  STATE/COUNTY-  MO/MORGAN
 JD0307  USGS QUAD   -  VERSAILLES (1982)
 JD0307
 JD0307                         *CURRENT SURVEY CONTROL
 JD0307  ___________________________________________________________________
 JD0307* NAD 83(1986)-  38 25 52.     (N)    092 50 30.     (W)     SCALED    
 JD0307* NAVD 88     -       314.892  (meters)    1033.11   (feet)  ADJUSTED  
 JD0307  ___________________________________________________________________
 JD0307  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD0307  DYNAMIC HT  -         314.664 (meters)    1032.36  (feet)  COMP
 JD0307  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 JD0307
 JD0307  VERT ORDER  -  SECOND    CLASS 0
 JD0307
 JD0307.The horizontal coordinates were scaled from a topographic map and have
 JD0307.an estimated accuracy of +/- 6 seconds.
 JD0307
 JD0307.The orthometric height was determined by differential leveling
 JD0307.and adjusted by the National Geodetic Survey in June 1991..
 JD0307
 JD0307.The geoid height was determined by GEOID03.
 JD0307
 JD0307.The dynamic height is computed by dividing the NAVD 88
 JD0307.geopotential number by the normal gravity value computed on the
 JD0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0307.degrees latitude (g = 980.6199 gals.).
 JD0307
 JD0307.The modeled gravity was interpolated from observed gravity values.
 JD0307
 JD0307;                    North         East    Units  Estimated Accuracy
 JD0307;SPC MO C     -   288,340.      470,170.      MT  (+/- 180 meters Scaled)
 JD0307
 JD0307                          SUPERSEDED SURVEY CONTROL
 JD0307
 JD0307  NGVD 29 (??/??/92)  314.772  (m)         1032.71   (f) ADJ UNCH    2 0
 JD0307
 JD0307.Superseded values are not recommended for survey control.
 JD0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0307.See file dsdata.txt to determine how the superseded data were derived.
 JD0307
 JD0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC138536(NAD 83)
 JD0307_MARKER: DB = BENCH MARK DISK
 JD0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0307_STAMPING: A 131 1935
 JD0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0307+STABILITY: SURFACE MOTION
 JD0307
 JD0307  HISTORY     - Date     Condition        Report By
 JD0307  HISTORY     - 1935     MONUMENTED       CGS
 JD0307  HISTORY     - 1963     GOOD             NGS
 JD0307
 JD0307                          STATION DESCRIPTION
 JD0307
 JD0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0307'0.6 MI SW FROM VERSAILLES.
 JD0307'ABOUT 0.3 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 JD0307'PACIFIC RAILROAD FROM THE STATION AT VERSAILLES, THENCE 0.35 MILE
 JD0307'SOUTH ALONG NORTH MONROE STREET, 36 FEET WEST OF THE NORTHWEST
 JD0307'CORNER OF THE MORGAN COUNTY COURTHOUSE, 50 FEET SOUTH OF THE
 JD0307'SOUTH CURB OF STATE HIGHWAY 52, 28 1/2 FEET SOUTH-SOUTHWEST OF A
 JD0307'12-INCH TREE, 2.0 FEET EAST OF THE EAST EDGE OF A CONCRETE
 JD0307'SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JD0307'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1255 ***********************************************************************
 JD1255  DESIGNATION -  A 132
 JD1255  PID         -  JD1255
 JD1255  STATE/COUNTY-  MO/BENTON
 JD1255  USGS QUAD   -  LINCOLN SE (1983)
 JD1255
 JD1255                         *CURRENT SURVEY CONTROL
 JD1255  ___________________________________________________________________
 JD1255* NAD 83(1986)-  38 17 52.     (N)    093 22 23.     (W)     SCALED    
 JD1255* NAVD 88     -       220.639  (meters)     723.88   (feet)  ADJUSTED  
 JD1255  ___________________________________________________________________
 JD1255  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JD1255  DYNAMIC HT  -         220.485 (meters)     723.37  (feet)  COMP
 JD1255  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 JD1255
 JD1255  VERT ORDER  -  SECOND    CLASS 0
 JD1255
 JD1255.The horizontal coordinates were scaled from a topographic map and have
 JD1255.an estimated accuracy of +/- 6 seconds.
 JD1255
 JD1255.The orthometric height was determined by differential leveling
 JD1255.and adjusted by the National Geodetic Survey in June 1991..
 JD1255
 JD1255.The geoid height was determined by GEOID03.
 JD1255
 JD1255.The dynamic height is computed by dividing the NAVD 88
 JD1255.geopotential number by the normal gravity value computed on the
 JD1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1255.degrees latitude (g = 980.6199 gals.).
 JD1255
 JD1255.The modeled gravity was interpolated from observed gravity values.
 JD1255
 JD1255;                    North         East    Units  Estimated Accuracy
 JD1255;SPC MO C     -   273,840.      423,630.      MT  (+/- 180 meters Scaled)
 JD1255
 JD1255                          SUPERSEDED SURVEY CONTROL
 JD1255
 JD1255  NGVD 29 (??/??/92)  220.518  (m)          723.48   (f) ADJ UNCH    2 0
 JD1255
 JD1255.Superseded values are not recommended for survey control.
 JD1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1255.See file dsdata.txt to determine how the superseded data were derived.
 JD1255
 JD1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC673389(NAD 83)
 JD1255_MARKER: DB = BENCH MARK DISK
 JD1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1255_STAMPING: A 132 1935
 JD1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1255+STABILITY: SURFACE MOTION
 JD1255
 JD1255  HISTORY     - Date     Condition        Report By
 JD1255  HISTORY     - 1935     MONUMENTED       CGS
 JD1255  HISTORY     - 1959     MARK NOT FOUND   NGS
 JD1255  HISTORY     - 1963     GOOD             NGS
 JD1255
 JD1255                          STATION DESCRIPTION
 JD1255
 JD1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JD1255'5.4 MI N FROM WARSAW.
 JD1255'5.4 MILES NORTH ALONG THE ABANDONED MISSOURI PACIFIC RAILROAD
 JD1255'FROM THE STATION AT WARSAW, 1.2 MILES SOUTH OF THE SCHUYLER
 JD1255'SIDING, AT POLE 225+02, 180 YARDS SOUTH OF STEEL TRUSS BRIDGE
 JD1255'58 OVER STERRATT CREEK, 50 YARDS SOUTH OF A FARM-ROAD CROSSING,
 JD1255'21 FEET EAST OF THE CENTERLINE OF THE OLD ROADBED, AND 9 FEET
 JD1255'WEST OF A FENCE.  A STANDARD DISK, STAMPED A 132 1935 AND SET
 JD1255'IN THE TOP OF A CONCRETE POST.
 JD1255
 JD1255                          STATION RECOVERY (1963)
 JD1255
 JD1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0439 ***********************************************************************
 KC0439  DESIGNATION -  A 133
 KC0439  PID         -  KC0439
 KC0439  STATE/COUNTY-  MO/MONROE
 KC0439  USGS QUAD   -  PERRY (1973)
 KC0439
 KC0439                         *CURRENT SURVEY CONTROL
 KC0439  ___________________________________________________________________
 KC0439* NAD 83(1986)-  39 27 08.     (N)    091 44 37.     (W)     SCALED    
 KC0439* NAVD 88     -       208.498  (meters)     684.05   (feet)  ADJUSTED  
 KC0439  ___________________________________________________________________
 KC0439  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0439  DYNAMIC HT  -         208.376 (meters)     683.65  (feet)  COMP
 KC0439  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 KC0439
 KC0439  VERT ORDER  -  SECOND    CLASS 0
 KC0439
 KC0439.The horizontal coordinates were scaled from a topographic map and have
 KC0439.an estimated accuracy of +/- 6 seconds.
 KC0439
 KC0439.The orthometric height was determined by differential leveling
 KC0439.and adjusted by the National Geodetic Survey in June 1991..
 KC0439
 KC0439.The geoid height was determined by GEOID03.
 KC0439
 KC0439.The dynamic height is computed by dividing the NAVD 88
 KC0439.geopotential number by the normal gravity value computed on the
 KC0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0439.degrees latitude (g = 980.6199 gals.).
 KC0439
 KC0439.The modeled gravity was interpolated from observed gravity values.
 KC0439
 KC0439;                    North         East    Units  Estimated Accuracy
 KC0439;SPC MO C     -   401,910.      565,100.      MT  (+/- 180 meters Scaled)
 KC0439
 KC0439                          SUPERSEDED SURVEY CONTROL
 KC0439
 KC0439  NGVD 29 (??/??/92)  208.514  (m)          684.10   (f) ADJ UNCH    2 0
 KC0439
 KC0439.Superseded values are not recommended for survey control.
 KC0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0439.See file dsdata.txt to determine how the superseded data were derived.
 KC0439
 KC0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD080677(NAD 83)
 KC0439_MARKER: DB = BENCH MARK DISK
 KC0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0439_STAMPING: A 133 1935
 KC0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0439+STABILITY: SURFACE MOTION
 KC0439
 KC0439  HISTORY     - Date     Condition        Report By
 KC0439  HISTORY     - 1935     MONUMENTED       CGS
 KC0439
 KC0439                          STATION DESCRIPTION
 KC0439
 KC0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0439'4 MI W FROM PERRY.
 KC0439'IN MONROE COUNTY, 4.0 MILES WEST ALONG STATE HIGHWAY 26 FROM A
 KC0439'SCHOOL AT PERRY, RALLS COUNTY, 108 YARDS EAST OF A CONCRETE
 KC0439'CULVERT, 44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1
 KC0439'FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED A 133 1935 AND
 KC0439'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0036 ***********************************************************************
 KD0036  DESIGNATION -  A 134
 KD0036  PID         -  KD0036
 KD0036  STATE/COUNTY-  MO/SHELBY
 KD0036  USGS QUAD   -  SHELBYVILLE (1964)
 KD0036
 KD0036                         *CURRENT SURVEY CONTROL
 KD0036  ___________________________________________________________________
 KD0036* NAD 83(1986)-  39 47 34.     (N)    092 02 29.     (W)     SCALED    
 KD0036* NAVD 88     -       217.617  (meters)     713.97   (feet)  ADJUSTED  
 KD0036  ___________________________________________________________________
 KD0036  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD0036  DYNAMIC HT  -         217.498 (meters)     713.57  (feet)  COMP
 KD0036  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 KD0036
 KD0036  VERT ORDER  -  SECOND    CLASS 0
 KD0036
 KD0036.The horizontal coordinates were scaled from a topographic map and have
 KD0036.an estimated accuracy of +/- 6 seconds.
 KD0036
 KD0036.The orthometric height was determined by differential leveling
 KD0036.and adjusted by the National Geodetic Survey in June 1991..
 KD0036
 KD0036.The geoid height was determined by GEOID03.
 KD0036
 KD0036.The dynamic height is computed by dividing the NAVD 88
 KD0036.geopotential number by the normal gravity value computed on the
 KD0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0036.degrees latitude (g = 980.6199 gals.).
 KD0036
 KD0036.The modeled gravity was interpolated from observed gravity values.
 KD0036
 KD0036;                    North         East    Units  Estimated Accuracy
 KD0036;SPC MO C     -   439,540.      539,280.      MT  (+/- 180 meters Scaled)
 KD0036
 KD0036                          SUPERSEDED SURVEY CONTROL
 KD0036
 KD0036  NGVD 29 (??/??/92)  217.645  (m)          714.06   (f) ADJ UNCH    2 0
 KD0036
 KD0036.Superseded values are not recommended for survey control.
 KD0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0036.See file dsdata.txt to determine how the superseded data were derived.
 KD0036
 KD0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE820051(NAD 83)
 KD0036_MARKER: DB = BENCH MARK DISK
 KD0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0036_SP_SET: BRIDGE
 KD0036_STAMPING: A 134 1935
 KD0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0036
 KD0036  HISTORY     - Date     Condition        Report By
 KD0036  HISTORY     - 1935     MONUMENTED       CGS
 KD0036
 KD0036                          STATION DESCRIPTION
 KD0036
 KD0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0036'0.9 MI S FROM SHELBYVILLE.
 KD0036'0.9 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE COUNTY COURTHOUSE
 KD0036'AT SHELBYVILLE, AT A BRIDGE OVER BLACK CREEK, AND IN THE TOP OF
 KD0036'THE EAST CONCRETE HEADWALL OF THE SOUTH ABUTMENT.  A STANDARD
 KD0036'DISK, STAMPED A 134 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0037 ***********************************************************************
 KD0037  DESIGNATION -  A 134 RESET
 KD0037  PID         -  KD0037
 KD0037  STATE/COUNTY-  MO/SHELBY
 KD0037  USGS QUAD   -  SHELBYVILLE (1964)
 KD0037
 KD0037                         *CURRENT SURVEY CONTROL
 KD0037  ___________________________________________________________________
 KD0037* NAD 83(1986)-  39 47 34.     (N)    092 02 29.     (W)     SCALED    
 KD0037* NAVD 88     -       216.41   (meters)     710.0    (feet)  RESET     
 KD0037  ___________________________________________________________________
 KD0037  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD0037
 KD0037  VERT ORDER  -  THIRD
 KD0037
 KD0037.The horizontal coordinates were scaled from a topographic map and have
 KD0037.an estimated accuracy of +/- 6 seconds.
 KD0037
 KD0037.The orthometric height was computed from unverified reset data.
 KD0037
 KD0037.The geoid height was determined by GEOID03.
 KD0037
 KD0037;                    North         East    Units  Estimated Accuracy
 KD0037;SPC MO C     -   439,540.      539,280.      MT  (+/- 180 meters Scaled)
 KD0037
 KD0037                          SUPERSEDED SURVEY CONTROL
 KD0037
 KD0037.No superseded survey control is available for this station.
 KD0037
 KD0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE820051(NAD 83)
 KD0037_MARKER: DB = BENCH MARK DISK
 KD0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0037_SP_SET: BRIDGE
 KD0037_STAMPING: A 134 RESET 1965
 KD0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0037
 KD0037  HISTORY     - Date     Condition        Report By
 KD0037  HISTORY     - 1965     MONUMENTED       MOHC
 KD0037  HISTORY     - 1967     GOOD             NGS
 KD0037
 KD0037                          STATION DESCRIPTION
 KD0037
 KD0037'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1965
 KD0037'0.9 MI S FROM SHELBYVILLE.
 KD0037'ABOUT 0.9 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE COUNTY
 KD0037'COURTHOUSE AT SHELBYVILLE AT A BRIDGE OVER BLACK CREEK, AND
 KD0037'IN THE TOP OF THE EAST BRIDGE SEAT OF THE SOUTH ABUTMENT.
 KD0037
 KD0037                          STATION RECOVERY (1967)
 KD0037
 KD0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0320 ***********************************************************************
 KC0320  DESIGNATION -  A 135
 KC0320  PID         -  KC0320
 KC0320  STATE/COUNTY-  MO/MARION
 KC0320  USGS QUAD   -  HANNIBAL EAST (1993)
 KC0320
 KC0320                         *CURRENT SURVEY CONTROL
 KC0320  ___________________________________________________________________
 KC0320* NAD 83(1986)-  39 42 32.     (N)    091 21 27.     (W)     SCALED    
 KC0320* NAVD 88     -       151.419  (meters)     496.78   (feet)  ADJUSTED  
 KC0320  ___________________________________________________________________
 KC0320  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0320  DYNAMIC HT  -         151.337 (meters)     496.51  (feet)  COMP
 KC0320  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 KC0320
 KC0320  VERT ORDER  -  SECOND    CLASS 0
 KC0320
 KC0320.The horizontal coordinates were scaled from a topographic map and have
 KC0320.an estimated accuracy of +/- 6 seconds.
 KC0320
 KC0320.The orthometric height was determined by differential leveling
 KC0320.and adjusted by the National Geodetic Survey in June 1991..
 KC0320
 KC0320.The geoid height was determined by GEOID03.
 KC0320
 KC0320.The dynamic height is computed by dividing the NAVD 88
 KC0320.geopotential number by the normal gravity value computed on the
 KC0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0320.degrees latitude (g = 980.6199 gals.).
 KC0320
 KC0320.The modeled gravity was interpolated from observed gravity values.
 KC0320
 KC0320;                    North         East    Units  Estimated Accuracy
 KC0320;SPC MO E     -   430,480.      176,470.      MT  (+/- 180 meters Scaled)
 KC0320
 KC0320                          SUPERSEDED SURVEY CONTROL
 KC0320
 KC0320  NGVD 29 (??/??/92)  151.480  (m)          496.98   (f) ADJ UNCH    2 0
 KC0320
 KC0320.Superseded values are not recommended for survey control.
 KC0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0320.See file dsdata.txt to determine how the superseded data were derived.
 KC0320
 KC0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD408967(NAD 83)
 KC0320_MARKER: DB = BENCH MARK DISK
 KC0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0320_STAMPING: A 136 1935
 KC0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0320+STABILITY: SURFACE MOTION
 KC0320
 KC0320  HISTORY     - Date     Condition        Report By
 KC0320  HISTORY     - 1935     MONUMENTED       CGS
 KC0320
 KC0320                          STATION DESCRIPTION
 KC0320
 KC0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0320'AT HANNIBAL.
 KC0320'AT HANNIBAL, MARION COUNTY, 58 FEET WEST OF THE FOURTH STREET
 KC0320'CURB, IN THE CITY PARK, AND 2 FEET NORTH OF THE BROADWAY SIDEWALK.
 KC0320'A STANDARD DISK, STAMPED A 136 1935 AND SET IN THE TOP OF A
 KC0320'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0522 ***********************************************************************
 KC0522  DESIGNATION -  A 136
 KC0522  PID         -  KC0522
 KC0522  STATE/COUNTY-  MO/MONROE
 KC0522  USGS QUAD   -  STOUTSVILLE (1960)
 KC0522
 KC0522                         *CURRENT SURVEY CONTROL
 KC0522  ___________________________________________________________________
 KC0522* NAD 83(1986)-  39 32 48.     (N)    091 51 30.     (W)     SCALED    
 KC0522* NAVD 88     -       184.355  (meters)     604.84   (feet)  ADJUSTED  
 KC0522  ___________________________________________________________________
 KC0522  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KC0522  DYNAMIC HT  -         184.249 (meters)     604.49  (feet)  COMP
 KC0522  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 KC0522
 KC0522  VERT ORDER  -  SECOND    CLASS 0
 KC0522
 KC0522.The horizontal coordinates were scaled from a topographic map and have
 KC0522.an estimated accuracy of +/- 6 seconds.
 KC0522
 KC0522.The orthometric height was determined by differential leveling
 KC0522.and adjusted by the National Geodetic Survey in June 1991..
 KC0522
 KC0522.The geoid height was determined by GEOID03.
 KC0522
 KC0522.The dynamic height is computed by dividing the NAVD 88
 KC0522.geopotential number by the normal gravity value computed on the
 KC0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0522.degrees latitude (g = 980.6199 gals.).
 KC0522
 KC0522.The modeled gravity was interpolated from observed gravity values.
 KC0522
 KC0522;                    North         East    Units  Estimated Accuracy
 KC0522;SPC MO C     -   412,320.      555,150.      MT  (+/- 180 meters Scaled)
 KC0522
 KC0522                          SUPERSEDED SURVEY CONTROL
 KC0522
 KC0522  NGVD 29 (??/??/92)  184.376  (m)          604.91   (f) ADJ UNCH    2 0
 KC0522
 KC0522.Superseded values are not recommended for survey control.
 KC0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0522.See file dsdata.txt to determine how the superseded data were derived.
 KC0522
 KC0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD980780(NAD 83)
 KC0522_MARKER: DB = BENCH MARK DISK
 KC0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0522_STAMPING: A 136 1935
 KC0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0522+STABILITY: SURFACE MOTION
 KC0522
 KC0522  HISTORY     - Date     Condition        Report By
 KC0522  HISTORY     - 1935     MONUMENTED       CGS
 KC0522  HISTORY     - 1958     MARK NOT FOUND   NGS
 KC0522
 KC0522                          STATION DESCRIPTION
 KC0522
 KC0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KC0522'AT STOUTSVILLE.
 KC0522'AT STOUTSVILLE, MONROE COUNTY, ABOUT 75 FEET EAST OF THE WABASH
 KC0522'RAILWAY STATION, ABOUT 8 RAILS WEST OF BRIDGE 034.1, 38 FEET SOUTH
 KC0522'OF THE CENTERLINE OF THE TRACK, AND 6 FEET NORTH OF A POLE.  A
 KC0522'STANDARD DISK, STAMPED A 136 1935 AND SET IN THE TOP OF A CONCRETE
 KC0522'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0453 ***********************************************************************
 KC0453  DESIGNATION -  A 138
 KC0453  PID         -  KC0453
 KC0453  STATE/COUNTY-  MO/AUDRAIN
 KC0453  USGS QUAD   -  FARBER (1973)
 KC0453
 KC0453                         *CURRENT SURVEY CONTROL
 KC0453  ___________________________________________________________________
 KC0453* NAD 83(1986)-  39 15 04.     (N)    091 37 28.     (W)     SCALED    
 KC0453* NAVD 88     -       235.003  (meters)     771.01   (feet)  ADJUSTED  
 KC0453  ___________________________________________________________________
 KC0453  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KC0453  DYNAMIC HT  -         234.861 (meters)     770.54  (feet)  COMP
 KC0453  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 KC0453
 KC0453  VERT ORDER  -  SECOND    CLASS 0
 KC0453
 KC0453.The horizontal coordinates were scaled from a topographic map and have
 KC0453.an estimated accuracy of +/- 6 seconds.
 KC0453
 KC0453.The orthometric height was determined by differential leveling
 KC0453.and adjusted by the National Geodetic Survey in June 1991..
 KC0453
 KC0453.The geoid height was determined by GEOID03.
 KC0453
 KC0453.The dynamic height is computed by dividing the NAVD 88
 KC0453.geopotential number by the normal gravity value computed on the
 KC0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0453.degrees latitude (g = 980.6199 gals.).
 KC0453
 KC0453.The modeled gravity was interpolated from observed gravity values.
 KC0453
 KC0453;                    North         East    Units  Estimated Accuracy
 KC0453;SPC MO C     -   379,670.      575,570.      MT  (+/- 180 meters Scaled)
 KC0453
 KC0453                          SUPERSEDED SURVEY CONTROL
 KC0453
 KC0453  NGVD 29 (??/??/92)  235.016  (m)          771.05   (f) ADJ UNCH    2 0
 KC0453
 KC0453.Superseded values are not recommended for survey control.
 KC0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0453.See file dsdata.txt to determine how the superseded data were derived.
 KC0453
 KC0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD186455(NAD 83)
 KC0453_MARKER: DB = BENCH MARK DISK
 KC0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0453_STAMPING: A 138 1935
 KC0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0453+STABILITY: SURFACE MOTION
 KC0453
 KC0453  HISTORY     - Date     Condition        Report By
 KC0453  HISTORY     - 1935     MONUMENTED       CGS
 KC0453
 KC0453                          STATION DESCRIPTION
 KC0453
 KC0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0453'1.2 MI E FROM LADDONIA.
 KC0453'1.2 MILES EAST ALONG THE CHICAGO AND ALTON RAILROAD FROM THE
 KC0453'STATION AT LADDONIA, AUDRAIN COUNTY, 13 YARDS NORTH OF A COUNTY
 KC0453'ROAD, 15 YARDS SOUTH OF A CENTERLINE OF THE TRACK, AT A FENCE
 KC0453'LINE, AND ABOUT 2 YARDS EAST OF A CORNER POST.  A STANDARD DISK,
 KC0453'STAMPED A 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0181 ***********************************************************************
 HC0181  DESIGNATION -  A 139
 HC0181  PID         -  HC0181
 HC0181  STATE/COUNTY-  MO/IRON
 HC0181  USGS QUAD   -  GLOVER (1968)
 HC0181
 HC0181                         *CURRENT SURVEY CONTROL
 HC0181  ___________________________________________________________________
 HC0181* NAD 83(1986)-  37 26 56.     (N)    090 41 27.     (W)     SCALED    
 HC0181* NAVD 88     -       233.817  (meters)     767.11   (feet)  ADJUSTED  
 HC0181  ___________________________________________________________________
 HC0181  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HC0181  DYNAMIC HT  -         233.639 (meters)     766.53  (feet)  COMP
 HC0181  MODELED GRAV-     979,860.6   (mgal)                       NAVD 88
 HC0181
 HC0181  VERT ORDER  -  SECOND    CLASS 0
 HC0181
 HC0181.The horizontal coordinates were scaled from a topographic map and have
 HC0181.an estimated accuracy of +/- 6 seconds.
 HC0181
 HC0181.The orthometric height was determined by differential leveling
 HC0181.and adjusted by the National Geodetic Survey in June 1991..
 HC0181
 HC0181.The geoid height was determined by GEOID03.
 HC0181
 HC0181.The dynamic height is computed by dividing the NAVD 88
 HC0181.geopotential number by the normal gravity value computed on the
 HC0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0181.degrees latitude (g = 980.6199 gals.).
 HC0181
 HC0181.The modeled gravity was interpolated from observed gravity values.
 HC0181
 HC0181;                    North         East    Units  Estimated Accuracy
 HC0181;SPC MO E     -   179,290.      233,120.      MT  (+/- 180 meters Scaled)
 HC0181
 HC0181                          SUPERSEDED SURVEY CONTROL
 HC0181
 HC0181  NGVD 29 (??/??/92)  233.816  (m)          767.11   (f) ADJ UNCH    2 0
 HC0181
 HC0181.Superseded values are not recommended for survey control.
 HC0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0181.See file dsdata.txt to determine how the superseded data were derived.
 HC0181
 HC0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB042471(NAD 83)
 HC0181_MARKER: DB = BENCH MARK DISK
 HC0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0181_STAMPING: A 139 1935
 HC0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0181+STABILITY: SURFACE MOTION
 HC0181
 HC0181  HISTORY     - Date     Condition        Report By
 HC0181  HISTORY     - 1935     MONUMENTED       CGS
 HC0181
 HC0181                          STATION DESCRIPTION
 HC0181
 HC0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0181'0.8 MI S FROM CHLORIDE.
 HC0181'0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 HC0181'AT CHLORIDE, 100 YARDS SOUTH OF POLE 100/8, AT A FARM-ROAD CROSSING,
 HC0181'30 FEET WEST OF THE CENTERLINE OF THE TRACK, 15 FEET NORTH OF THE
 HC0181'CENTERLINE OF THE ROAD, 30 FEET EAST OF THE CENTERLINE OF STATE
 HC0181'HIGHWAY 49, AND 15 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 HC0181'A 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0379 ***********************************************************************
 JC0379  DESIGNATION -  A 139
 JC0379  PID         -  JC0379
 JC0379  STATE/COUNTY-  MO/FRANKLIN
 JC0379  USGS QUAD   -  LONEDELL (1969)
 JC0379
 JC0379                         *CURRENT SURVEY CONTROL
 JC0379  ___________________________________________________________________
 JC0379* NAD 83(1986)-  38 17 54.     (N)    090 52 25.     (W)     SCALED    
 JC0379* NAVD 88     -       214.128  (meters)     702.52   (feet)  ADJUSTED  
 JC0379  ___________________________________________________________________
 JC0379  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 JC0379  DYNAMIC HT  -         213.989 (meters)     702.06  (feet)  COMP
 JC0379  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 JC0379
 JC0379  VERT ORDER  -  SECOND    CLASS 0
 JC0379
 JC0379.The horizontal coordinates were scaled from a topographic map and have
 JC0379.an estimated accuracy of +/- 6 seconds.
 JC0379
 JC0379.The orthometric height was determined by differential leveling
 JC0379.and adjusted by the National Geodetic Survey in June 1991..
 JC0379
 JC0379.The geoid height was determined by GEOID03.
 JC0379
 JC0379.The dynamic height is computed by dividing the NAVD 88
 JC0379.geopotential number by the normal gravity value computed on the
 JC0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0379.degrees latitude (g = 980.6199 gals.).
 JC0379
 JC0379.The modeled gravity was interpolated from observed gravity values.
 JC0379
 JC0379;                    North         East    Units  Estimated Accuracy
 JC0379;SPC MO E     -   273,610.      217,320.      MT  (+/- 180 meters Scaled)
 JC0379
 JC0379                          SUPERSEDED SURVEY CONTROL
 JC0379
 JC0379  NGVD 29 (??/??/92)  214.183  (m)          702.70   (f) ADJ UNCH    2 0
 JC0379
 JC0379.Superseded values are not recommended for survey control.
 JC0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0379.See file dsdata.txt to determine how the superseded data were derived.
 JC0379
 JC0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC859410(NAD 83)
 JC0379_MARKER: DB = BENCH MARK DISK
 JC0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0379_STAMPING: A 139 1935
 JC0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0379+STABILITY: SURFACE MOTION
 JC0379
 JC0379  HISTORY     - Date     Condition        Report By
 JC0379  HISTORY     - 1935     MONUMENTED       CGS
 JC0379
 JC0379                          STATION DESCRIPTION
 JC0379
 JC0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0379'AT MOUNT HOPE.
 JC0379'AT MOUNT HOPE, FRANKLIN COUNTY, ON COUNTY ROAD B, 35 FEET NORTHWEST
 JC0379'OF THE NORTHWEST CORNER OF THE MOUNT HOPE CHURCH, AND 40 FEET
 JC0379'EAST OF THE CENTERLINE OF THE ROAD, AND IN THE CHURCH YARD.  A
 JC0379'STANDARD DISK, STAMPED A 139 1935 AND SET IN THE TOP OF A CONCRETE
 JC0379'POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0006 ***********************************************************************
 GE0006  DESIGNATION -  A 14
 GE0006  PID         -  GE0006
 GE0006  STATE/COUNTY-  MO/STODDARD
 GE0006  USGS QUAD   -  PUXICO (1962)
 GE0006
 GE0006                         *CURRENT SURVEY CONTROL
 GE0006  ___________________________________________________________________
 GE0006* NAD 83(1986)-  36 55 52.     (N)    090 12 19.     (W)     SCALED    
 GE0006* NAVD 88     -       105.212  (meters)     345.18   (feet)  ADJUSTED  
 GE0006  ___________________________________________________________________
 GE0006  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GE0006  DYNAMIC HT  -         105.130 (meters)     344.91  (feet)  COMP
 GE0006  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 GE0006
 GE0006  VERT ORDER  -  FIRST     CLASS II
 GE0006
 GE0006.The horizontal coordinates were scaled from a topographic map and have
 GE0006.an estimated accuracy of +/- 6 seconds.
 GE0006
 GE0006.The orthometric height was determined by differential leveling
 GE0006.and adjusted by the National Geodetic Survey in June 1991..
 GE0006
 GE0006.The geoid height was determined by GEOID03.
 GE0006
 GE0006.The dynamic height is computed by dividing the NAVD 88
 GE0006.geopotential number by the normal gravity value computed on the
 GE0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0006.degrees latitude (g = 980.6199 gals.).
 GE0006
 GE0006.The modeled gravity was interpolated from observed gravity values.
 GE0006
 GE0006;                    North         East    Units  Estimated Accuracy
 GE0006;SPC MO E     -   121,850.      276,260.      MT  (+/- 180 meters Scaled)
 GE0006
 GE0006                          SUPERSEDED SURVEY CONTROL
 GE0006
 GE0006  NGVD 29 (??/??/92)  105.242  (m)          345.28   (f) ADJ UNCH    1 2
 GE0006
 GE0006.Superseded values are not recommended for survey control.
 GE0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0006.See file dsdata.txt to determine how the superseded data were derived.
 GE0006
 GE0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA489908(NAD 83)
 GE0006_MARKER: DB = BENCH MARK DISK
 GE0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0006_STAMPING: 345.308 A 14 1932
 GE0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0006+STABILITY: SURFACE MOTION
 GE0006
 GE0006  HISTORY     - Date     Condition        Report By
 GE0006  HISTORY     - 1932     MONUMENTED       CGS
 GE0006  HISTORY     - 1934     GOOD             NGS
 GE0006  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0006
 GE0006                          STATION DESCRIPTION
 GE0006
 GE0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0006'0.5 MI SW FROM MINGO.
 GE0006'0.5 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0006'FROM THE STATION AT MINGO, STODDARD COUNTY, 50 YARDS EAST OF A
 GE0006'ONE-STORY FARMHOUSE, 69.5 FEET SOUTHEAST OF POLE 178/19, 39 FEET
 GE0006'SOUTHEAST OF THE CENTER OF A PRIVATE-ROAD CROSSING, 32 FEET
 GE0006'NORTHWEST OF THE CENTERLINE OF A COUNTY ROAD, AND 12 FEET
 GE0006'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GE0006'STAMPED 345.308 A 14 1932 AND SET IN THE TOP OF A CONCRETE POST
 GE0006'PROJECTING 5 INCHES ABOVE GROUND.
 GE0006
 GE0006                          STATION RECOVERY (2002)
 GE0006
 GE0006'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0087 ***********************************************************************
 HC0087  DESIGNATION -  A 141
 HC0087  PID         -  HC0087
 HC0087  STATE/COUNTY-  MO/BOLLINGER
 HC0087  USGS QUAD   -  GLENALLEN (1980)
 HC0087
 HC0087                         *CURRENT SURVEY CONTROL
 HC0087  ___________________________________________________________________
 HC0087* NAD 83(1986)-  37 22 12.     (N)    090 05 15.     (W)     SCALED    
 HC0087* NAVD 88     -       180.531  (meters)     592.29   (feet)  ADJUSTED  
 HC0087  ___________________________________________________________________
 HC0087  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HC0087  DYNAMIC HT  -         180.399 (meters)     591.86  (feet)  COMP
 HC0087  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 HC0087
 HC0087  VERT ORDER  -  SECOND    CLASS 0
 HC0087
 HC0087.The horizontal coordinates were scaled from a topographic map and have
 HC0087.an estimated accuracy of +/- 6 seconds.
 HC0087
 HC0087.The orthometric height was determined by differential leveling
 HC0087.and adjusted by the National Geodetic Survey in June 1991..
 HC0087
 HC0087.The geoid height was determined by GEOID03.
 HC0087
 HC0087.The dynamic height is computed by dividing the NAVD 88
 HC0087.geopotential number by the normal gravity value computed on the
 HC0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0087.degrees latitude (g = 980.6199 gals.).
 HC0087
 HC0087.The modeled gravity was interpolated from observed gravity values.
 HC0087
 HC0087;                    North         East    Units  Estimated Accuracy
 HC0087;SPC MO E     -   170,590.      286,540.      MT  (+/- 180 meters Scaled)
 HC0087
 HC0087                          SUPERSEDED SURVEY CONTROL
 HC0087
 HC0087  NGVD 29 (??/??/92)  180.557  (m)          592.38   (f) ADJ UNCH    2 0
 HC0087
 HC0087.Superseded values are not recommended for survey control.
 HC0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0087.See file dsdata.txt to determine how the superseded data were derived.
 HC0087
 HC0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB579399(NAD 83)
 HC0087_MARKER: DB = BENCH MARK DISK
 HC0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0087_STAMPING: A 141 1935
 HC0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0087+STABILITY: SURFACE MOTION
 HC0087
 HC0087  HISTORY     - Date     Condition        Report By
 HC0087  HISTORY     - 1935     MONUMENTED       CGS
 HC0087  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0087  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0087
 HC0087                          STATION DESCRIPTION
 HC0087
 HC0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0087'AT BESSVILLE.
 HC0087'AT BESSVILLE, BOLLINGER COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HC0087'35 FEET EAST OF THE STATION SIGN, AT MILEAGE 124.7, 42 FEET
 HC0087'EAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT WEST OF THE
 HC0087'NORTHWEST CORNER OF A FENCE AROUND THE A.J. DOWDS HOUSE IN 1935.
 HC0087'A STANDARD DISK, STAMPED A 141 1935 AND SET IN THE TOP OF A
 HC0087'CONCRETE POST.
 HC0087
 HC0087                          STATION RECOVERY (1975)
 HC0087
 HC0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0087'MARK NOT FOUND.
 HC0087
 HC0087                          STATION RECOVERY (1975)
 HC0087
 HC0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0462 ***********************************************************************
 KC0462  DESIGNATION -  A 146
 KC0462  PID         -  KC0462
 KC0462  STATE/COUNTY-  MO/AUDRAIN
 KC0462  USGS QUAD   -  MEXICO EAST (1984)
 KC0462
 KC0462                         *CURRENT SURVEY CONTROL
 KC0462  ___________________________________________________________________
 KC0462* NAD 83(1986)-  39 10 29.     (N)    091 50 53.     (W)     SCALED    
 KC0462* NAVD 88     -       236.345  (meters)     775.41   (feet)  ADJUSTED  
 KC0462  ___________________________________________________________________
 KC0462  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0462  DYNAMIC HT  -         236.198 (meters)     774.93  (feet)  COMP
 KC0462  MODELED GRAV-     980,003.5   (mgal)                       NAVD 88
 KC0462
 KC0462  VERT ORDER  -  SECOND    CLASS 0
 KC0462
 KC0462.The horizontal coordinates were scaled from a topographic map and have
 KC0462.an estimated accuracy of +/- 6 seconds.
 KC0462
 KC0462.The orthometric height was determined by differential leveling
 KC0462.and adjusted by the National Geodetic Survey in June 1991..
 KC0462
 KC0462.The geoid height was determined by GEOID03.
 KC0462
 KC0462.The dynamic height is computed by dividing the NAVD 88
 KC0462.geopotential number by the normal gravity value computed on the
 KC0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0462.degrees latitude (g = 980.6199 gals.).
 KC0462
 KC0462.The modeled gravity was interpolated from observed gravity values.
 KC0462
 KC0462;                    North         East    Units  Estimated Accuracy
 KC0462;SPC MO C     -   371,030.      556,330.      MT  (+/- 180 meters Scaled)
 KC0462
 KC0462                          SUPERSEDED SURVEY CONTROL
 KC0462
 KC0462  NGVD 29 (??/??/92)  236.349  (m)          775.42   (f) ADJ UNCH    2 0
 KC0462
 KC0462.Superseded values are not recommended for survey control.
 KC0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0462.See file dsdata.txt to determine how the superseded data were derived.
 KC0462
 KC0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD995367(NAD 83)
 KC0462_MARKER: DB = BENCH MARK DISK
 KC0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0462_STAMPING: A 146 1935
 KC0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0462+STABILITY: SURFACE MOTION
 KC0462
 KC0462  HISTORY     - Date     Condition        Report By
 KC0462  HISTORY     - 1935     MONUMENTED       CGS
 KC0462  HISTORY     - 1938     GOOD             NGS
 KC0462
 KC0462                          STATION DESCRIPTION
 KC0462
 KC0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KC0462'AT FRANCIS JUNCTION.
 KC0462'AT FRANCIS JUNCTION, AUDRAIN COUNTY, 2 MILES EAST OF MEXICO,
 KC0462'ABOUT 1 RAIL WEST OF THE CHICAGO AND ALTON RAILROAD STATION, AND
 KC0462'ABOUT 35 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED
 KC0462'A 146 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0105 ***********************************************************************
 JD0105  DESIGNATION -  A 147
 JD0105  PID         -  JD0105
 JD0105  STATE/COUNTY-  MO/CALLAWAY
 JD0105  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD0105
 JD0105                         *CURRENT SURVEY CONTROL
 JD0105  ___________________________________________________________________
 JD0105* NAD 83(1986)-  38 44 47.     (N)    092 02 55.     (W)     SCALED    
 JD0105* NAVD 88     -       208.568  (meters)     684.28   (feet)  ADJUSTED  
 JD0105  ___________________________________________________________________
 JD0105  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JD0105  DYNAMIC HT  -         208.432 (meters)     683.83  (feet)  COMP
 JD0105  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 JD0105
 JD0105  VERT ORDER  -  SECOND    CLASS 0
 JD0105
 JD0105.The horizontal coordinates were scaled from a topographic map and have
 JD0105.an estimated accuracy of +/- 6 seconds.
 JD0105
 JD0105.The orthometric height was determined by differential leveling
 JD0105.and adjusted by the National Geodetic Survey in June 1991..
 JD0105
 JD0105.The geoid height was determined by GEOID03.
 JD0105
 JD0105.The dynamic height is computed by dividing the NAVD 88
 JD0105.geopotential number by the normal gravity value computed on the
 JD0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0105.degrees latitude (g = 980.6199 gals.).
 JD0105
 JD0105.The modeled gravity was interpolated from observed gravity values.
 JD0105
 JD0105;                    North         East    Units  Estimated Accuracy
 JD0105;SPC MO C     -   323,380.      539,240.      MT  (+/- 180 meters Scaled)
 JD0105
 JD0105                          SUPERSEDED SURVEY CONTROL
 JD0105
 JD0105  NGVD 29 (??/??/92)  208.590  (m)          684.35   (f) ADJ UNCH    2 0
 JD0105
 JD0105.Superseded values are not recommended for survey control.
 JD0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0105.See file dsdata.txt to determine how the superseded data were derived.
 JD0105
 JD0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC826890(NAD 83)
 JD0105_MARKER: DB = BENCH MARK DISK
 JD0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0105_SP_SET: BRIDGE
 JD0105_STAMPING: A 147 1935
 JD0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0105
 JD0105  HISTORY     - Date     Condition        Report By
 JD0105  HISTORY     - 1935     MONUMENTED       CGS
 JD0105
 JD0105                          STATION DESCRIPTION
 JD0105
 JD0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0105'2.7 MI N FROM NEW BLOOMFIELD.
 JD0105'2.7 MILES NORTH ALONG U.S. HIGHWAY 54 FROM THE FARMERS BANK
 JD0105'BUILDING AT NEW BLOOMFIELD, AT THE NORTHWEST CORNER OF STEEL
 JD0105'BRIDGE G 37 OVER HILLERS CREEK, DIRECTLY OVER THE BRIDGE SEAT,
 JD0105'AND IN THE TOP OF THE WEST CONCRETE WING WALL.  A STANDARD
 JD0105'DISK STAMPED A 147 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0283 ***********************************************************************
 HE0283  DESIGNATION -  A 148
 HE0283  PID         -  HE0283
 HE0283  STATE/COUNTY-  MO/JASPER
 HE0283  USGS QUAD   -  CARL JUNCTION (1978)
 HE0283
 HE0283                         *CURRENT SURVEY CONTROL
 HE0283  ___________________________________________________________________
 HE0283* NAD 83(1986)-  37 10 45.     (N)    094 32 36.     (W)     SCALED    
 HE0283* NAVD 88     -       272.433  (meters)     893.81   (feet)  ADJUSTED  
 HE0283  ___________________________________________________________________
 HE0283  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HE0283  DYNAMIC HT  -         272.216 (meters)     893.10  (feet)  COMP
 HE0283  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 HE0283
 HE0283  VERT ORDER  -  SECOND    CLASS 0
 HE0283
 HE0283.The horizontal coordinates were scaled from a topographic map and have
 HE0283.an estimated accuracy of +/- 6 seconds.
 HE0283
 HE0283.The orthometric height was determined by differential leveling
 HE0283.and adjusted by the National Geodetic Survey in June 1991..
 HE0283
 HE0283.The geoid height was determined by GEOID03.
 HE0283
 HE0283.The dynamic height is computed by dividing the NAVD 88
 HE0283.geopotential number by the normal gravity value computed on the
 HE0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0283.degrees latitude (g = 980.6199 gals.).
 HE0283
 HE0283.The modeled gravity was interpolated from observed gravity values.
 HE0283
 HE0283;                    North         East    Units  Estimated Accuracy
 HE0283;SPC MO W     -   112,350.      846,150.      MT  (+/- 180 meters Scaled)
 HE0283
 HE0283                          SUPERSEDED SURVEY CONTROL
 HE0283
 HE0283  NGVD 29 (??/??/92)  272.335  (m)          893.49   (f) ADJ UNCH    2 0
 HE0283
 HE0283.Superseded values are not recommended for survey control.
 HE0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0283.See file dsdata.txt to determine how the superseded data were derived.
 HE0283
 HE0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB629158(NAD 83)
 HE0283_MARKER: Z = SEE DESCRIPTION
 HE0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0283_SP_SET: ABUTMENT
 HE0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0283
 HE0283  HISTORY     - Date     Condition        Report By
 HE0283  HISTORY     - UNK      MONUMENTED       KCSRR
 HE0283  HISTORY     - 1934     GOOD             NGS
 HE0283  HISTORY     - 1955     GOOD             NGS
 HE0283
 HE0283                          STATION DESCRIPTION
 HE0283
 HE0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0283'AT CARL JUNCTION.
 HE0283'AT CARL JUNCTION, JASPER COUNTY, ON THE KANSAS CITY SOUTHERN
 HE0283'RAILWAY, AT THE SOUTH END OF BRIDGE NO. A 148, AND ON THE TOP
 HE0283'OF THE SOUTHEAST CORNER OF THE CONCRETE ABUTMENT.  THE TOP
 HE0283'OF THE ABUTMENT.
 HE0283
 HE0283                          STATION RECOVERY (1955)
 HE0283
 HE0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HE0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0680 ***********************************************************************
 JC0680  DESIGNATION -  A 148
 JC0680  PID         -  JC0680
 JC0680  STATE/COUNTY-  MO/MONTGOMERY
 JC0680  USGS QUAD   -  NEW FLORENCE (1973)
 JC0680
 JC0680                         *CURRENT SURVEY CONTROL
 JC0680  ___________________________________________________________________
 JC0680* NAD 83(1986)-  38 56 28.     (N)    091 28 31.     (W)     SCALED    
 JC0680* NAVD 88     -       257.049  (meters)     843.33   (feet)  ADJUSTED  
 JC0680  ___________________________________________________________________
 JC0680  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JC0680  DYNAMIC HT  -         256.883 (meters)     842.79  (feet)  COMP
 JC0680  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 JC0680
 JC0680  VERT ORDER  -  SECOND    CLASS 0
 JC0680
 JC0680.The horizontal coordinates were scaled from a topographic map and have
 JC0680.an estimated accuracy of +/- 6 seconds.
 JC0680
 JC0680.The orthometric height was determined by differential leveling
 JC0680.and adjusted by the National Geodetic Survey in June 1991..
 JC0680
 JC0680.The geoid height was determined by GEOID03.
 JC0680
 JC0680.The dynamic height is computed by dividing the NAVD 88
 JC0680.geopotential number by the normal gravity value computed on the
 JC0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0680.degrees latitude (g = 980.6199 gals.).
 JC0680
 JC0680.The modeled gravity was interpolated from observed gravity values.
 JC0680
 JC0680;                    North         East    Units  Estimated Accuracy
 JC0680;SPC MO E     -   345,350.      165,450.      MT  (+/- 180 meters Scaled)
 JC0680
 JC0680                          SUPERSEDED SURVEY CONTROL
 JC0680
 JC0680  NGVD 29 (??/??/92)  257.054  (m)          843.35   (f) ADJ UNCH    2 0
 JC0680
 JC0680.Superseded values are not recommended for survey control.
 JC0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0680.See file dsdata.txt to determine how the superseded data were derived.
 JC0680
 JC0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD321113(NAD 83)
 JC0680_MARKER: DB = BENCH MARK DISK
 JC0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0680_STAMPING: A 148 1935
 JC0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0680+STABILITY: SURFACE MOTION
 JC0680
 JC0680  HISTORY     - Date     Condition        Report By
 JC0680  HISTORY     - 1935     MONUMENTED       CGS
 JC0680  HISTORY     - 1972     GOOD             USGS
 JC0680
 JC0680                          STATION DESCRIPTION
 JC0680
 JC0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0680'2.6 MI W FROM NEW FLORENCE.
 JC0680'2.6 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0680'NEW FLORENCE, MONTGOMERY COUNTY, AT MILEAGE 195.5, AND 35 FEET
 JC0680'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 JC0680'STAMPED A 148 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JC0680
 JC0680                          STATION RECOVERY (1972)
 JC0680
 JC0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JC0680'2.6 MILES NORTHWEST ALONG THE WABASH RAILROAD FROM THE STATION AT NEW
 JC0680'FLORENCE, MONTGOMERY COUNTY, AT MILE POST 81.5, T. 48 N., R. 5 W., IN
 JC0680'THE SE/4 OF SECTION 9, ABOUT 700 FT SE OF A T-RD. E., 46 FT SW
 JC0680'(NORMAL) OF CENTERLINE TRACK, 2 FT NE OF RIGHT OF WAY FENCE, 25 FT NW
 JC0680'OF POWER POLE. A STANDARD DISK, STAMPED A 148 1935 AND SET IN THE TOP
 JC0680'OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0542 ***********************************************************************
 JC0542  DESIGNATION -  A 149
 JC0542  PID         -  JC0542
 JC0542  STATE/COUNTY-  MO/ST CHARLES
 JC0542  USGS QUAD   -  WENTZVILLE (1982)
 JC0542
 JC0542                         *CURRENT SURVEY CONTROL
 JC0542  ___________________________________________________________________
 JC0542* NAD 83(1997)-  38 48 46.07418(N)    090 50 35.82683(W)     ADJUSTED  
 JC0542* NAVD 88     -       192.049  (meters)     630.08   (feet)  ADJUSTED  
 JC0542  ___________________________________________________________________
 JC0542  X           -     -73,242.064 (meters)                     COMP
 JC0542  Y           -  -4,975,965.413 (meters)                     COMP
 JC0542  Z           -   3,976,245.618 (meters)                     COMP
 JC0542  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 JC0542  ELLIP HEIGHT-         160.40  (meters)          (02/17/00) GPS OBS
 JC0542  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JC0542  DYNAMIC HT  -         191.929 (meters)     629.69  (feet)  COMP
 JC0542  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 JC0542
 JC0542  HORZ ORDER  -  THIRD
 JC0542  VERT ORDER  -  SECOND    CLASS 0
 JC0542  ELLP ORDER  -  FOURTH    CLASS I
 JC0542
 JC0542.The horizontal coordinates were established by GPS observations
 JC0542.and adjusted by the National Geodetic Survey in February 2000..
 JC0542
 JC0542.The orthometric height was determined by differential leveling
 JC0542.and adjusted by the National Geodetic Survey in June 1991..
 JC0542
 JC0542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC0542
 JC0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0542
 JC0542.The ellipsoidal height was determined by GPS observations
 JC0542.and is referenced to NAD 83.
 JC0542
 JC0542.The geoid height was determined by GEOID03.
 JC0542
 JC0542.The dynamic height is computed by dividing the NAVD 88
 JC0542.geopotential number by the normal gravity value computed on the
 JC0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0542.degrees latitude (g = 980.6199 gals.).
 JC0542
 JC0542.The modeled gravity was interpolated from observed gravity values.
 JC0542
 JC0542;                    North         East     Units Scale Factor Converg.
 JC0542;SPC MO E     -   330,706.216   220,186.183   MT  0.99994427   -0 12 54.6
 JC0542;UTM  15      - 4,298,212.484   687,254.399   MT  1.00003180   +1 21 07.8
 JC0542
 JC0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0542!SPC MO E     -   0.99997483  x   0.99994427  =   0.99991911
 JC0542!UTM  15      -   0.99997483  x   1.00003180  =   1.00000663
 JC0542
 JC0542                          SUPERSEDED SURVEY CONTROL
 JC0542
 JC0542  NAD 83(1997)-  38 48 46.07788(N)    090 50 35.82707(W) AD(       ) 3
 JC0542  NAD 83(1986)-  38 48 46.08656(N)    090 50 35.82710(W) AD(       ) 3
 JC0542  NGVD 29 (??/??/92)  192.073  (m)          630.16   (f) ADJ UNCH    2 0
 JC0542
 JC0542.Superseded values are not recommended for survey control.
 JC0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0542.See file dsdata.txt to determine how the superseded data were derived.
 JC0542
 JC0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8725498212(NAD 83)
 JC0542_MARKER: DB = BENCH MARK DISK
 JC0542_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JC0542_SP_SET: RAILROAD BRIDGE WINGWALL
 JC0542_STAMPING: A 149 1935
 JC0542_MARK LOGO: CGS   
 JC0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0542+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 JC0542
 JC0542  HISTORY     - Date     Condition        Report By
 JC0542  HISTORY     - 1935     MONUMENTED       CGS
 JC0542  HISTORY     - 19910520 GOOD             NGS
 JC0542
 JC0542                          STATION DESCRIPTION
 JC0542
 JC0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0542'0.5 MI E FROM WENTZVILLE.
 JC0542'0.5 MILE EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0542'WENTZVILLE, ST. CHARLES COUNTY, AT BRIDGE 132 OVER U.S. HIGHWAY
 JC0542'40, AND IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT.  A
 JC0542'STANDARD DISK, STAMPED A 149 1935.
 JC0542
 JC0542                          STATION RECOVERY (1991)
 JC0542
 JC0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JC0542'STATION IS LOCATED AT THE EAST END OF WENTZVILLE, IN THE NORTHWEST
 JC0542'WINGWALL OF THE NORFOLK AND WESTERN RAILROAD BRIDGE OVER US HIGHWAY
 JC0542'61 BUSINESS.  OWNERSHIP--NORFOLK AND WESTERN RAILWAY.
 JC0542'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND US HIGHWAY 61,
 JC0542'(EXIT 210) JUST SOUTHEAST OF WENTZVILLE, GO NORTHWEST ON HIGHWAY 61
 JC0542'FOR 0.54 KM (0.34 MI) TO AN EXIT RAMP ON THE RIGHT. BEAR RIGHT,
 JC0542'NORTH, FOR 0.26 KM (0.16 MI) TO A T-ROAD.  TURN LEFT, WEST, UNDER
 JC0542'BRIDGE, FOR 0.16 KM (0.10 MI) TO A CROSSROAD.  TURN RIGHT, NORTHWEST,
 JC0542'ON HIGHWAY 61 BUSINESS FOR 0.08 KM (0.05 MI) TO THE OVERPASS AND
 JC0542'STATION ON THE LEFT.  NOTE--VEHICLE CAN DRIVE ON GRASS TO WITHIN 30 M
 JC0542'(98.4 FT) OF THE WINGWALL AND STATION.
 JC0542'STATION IS SET FLUSH IN A DRILL HOLE IN THE NORTHWEST WINGWALL,
 JC0542'LOCATED 2.1 M (6.9 FT) NORTH OF NORTH RAIL, 1.5 M (4.9 FT) LOWER THAN
 JC0542'THE TRACK, AND 0.3 M (1.0 FT) SOUTHWEST OF NORTHEAST END OF
 JC0542'HORIZONTAL SECTION OF WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0022 ***********************************************************************
 GE0022  DESIGNATION -  A 15
 GE0022  PID         -  GE0022
 GE0022  STATE/COUNTY-  MO/BUTLER
 GE0022  USGS QUAD   -  POPLAR BLUFF (1979)
 GE0022
 GE0022                         *CURRENT SURVEY CONTROL
 GE0022  ___________________________________________________________________
 GE0022* NAD 83(1986)-  36 45 16.     (N)    090 23 42.     (W)     SCALED    
 GE0022* NAVD 88     -       104.857  (meters)     344.02   (feet)  ADJUSTED  
 GE0022  ___________________________________________________________________
 GE0022  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GE0022  DYNAMIC HT  -         104.775 (meters)     343.75  (feet)  COMP
 GE0022  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 GE0022
 GE0022  VERT ORDER  -  FIRST     CLASS II
 GE0022
 GE0022.The horizontal coordinates were scaled from a topographic map and have
 GE0022.an estimated accuracy of +/- 6 seconds.
 GE0022
 GE0022.The orthometric height was determined by differential leveling
 GE0022.and adjusted by the National Geodetic Survey in June 1991..
 GE0022.WARNING-Repeat measurements at this control monument indicate possible
 GE0022.vertical movement.
 GE0022
 GE0022.The geoid height was determined by GEOID03.
 GE0022
 GE0022.The dynamic height is computed by dividing the NAVD 88
 GE0022.geopotential number by the normal gravity value computed on the
 GE0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0022.degrees latitude (g = 980.6199 gals.).
 GE0022
 GE0022.The modeled gravity was interpolated from observed gravity values.
 GE0022
 GE0022;                    North         East    Units  Estimated Accuracy
 GE0022;SPC MO E     -   102,210.      259,380.      MT  (+/- 180 meters Scaled)
 GE0022
 GE0022                          SUPERSEDED SURVEY CONTROL
 GE0022
 GE0022  NGVD 29 (??/??/92)  104.870  (m)          344.06   (f) ADJ UNCH    1 2
 GE0022
 GE0022.Superseded values are not recommended for survey control.
 GE0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0022.See file dsdata.txt to determine how the superseded data were derived.
 GE0022
 GE0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA325707(NAD 83)
 GE0022_MARKER: DB = BENCH MARK DISK
 GE0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0022_SP_SET: WALL
 GE0022_STAMPING: 344.081 A 15 1932
 GE0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0022+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002
 GE0022
 GE0022  HISTORY     - Date     Condition        Report By
 GE0022  HISTORY     - 1932     MONUMENTED       CGS
 GE0022  HISTORY     - 1934     GOOD             NGS
 GE0022  HISTORY     - 20020831 GOOD             USACE
 GE0022
 GE0022                          STATION DESCRIPTION
 GE0022
 GE0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0022'AT POPLAR BLUFF.
 GE0022'AT POPLAR BLUFF, BUTLER COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GE0022'RAILWAY, IN THE WEST WALL OF THE STATION, 2 FEET SOUTH OF THE
 GE0022'NORTH WAITING-ROOM DOOR, AND 3 FEET ABOVE THE BRICK PLATFORM.
 GE0022'A STANDARD DISK, STAMPED 344.081 A 15 1932 AND SET VERTICALLY.
 GE0022
 GE0022                          STATION RECOVERY (2002)
 GE0022
 GE0022'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0345 ***********************************************************************
 KC0345  DESIGNATION -  A 15
 KC0345  PID         -  KC0345
 KC0345  STATE/COUNTY-  MO/MARION
 KC0345  USGS QUAD   -  QUINCY WEST (1996)
 KC0345
 KC0345                         *CURRENT SURVEY CONTROL
 KC0345  ___________________________________________________________________
 KC0345* NAD 83(1986)-  39 56 06.     (N)    091 26 32.     (W)     SCALED    
 KC0345* NAVD 88     -       145.185  (meters)     476.33   (feet)  ADJUSTED  
 KC0345  ___________________________________________________________________
 KC0345  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0345  DYNAMIC HT  -         145.110 (meters)     476.08  (feet)  COMP
 KC0345  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 KC0345
 KC0345  VERT ORDER  -  FIRST     CLASS II
 KC0345
 KC0345.The horizontal coordinates were scaled from a topographic map and have
 KC0345.an estimated accuracy of +/- 6 seconds.
 KC0345
 KC0345.The orthometric height was determined by differential leveling
 KC0345.and adjusted by the National Geodetic Survey in June 1991..
 KC0345
 KC0345.The geoid height was determined by GEOID03.
 KC0345
 KC0345.The dynamic height is computed by dividing the NAVD 88
 KC0345.geopotential number by the normal gravity value computed on the
 KC0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0345.degrees latitude (g = 980.6199 gals.).
 KC0345
 KC0345.The modeled gravity was interpolated from observed gravity values.
 KC0345
 KC0345;                    North         East    Units  Estimated Accuracy
 KC0345;SPC MO E     -   455,660.      169,470.      MT  (+/- 180 meters Scaled)
 KC0345
 KC0345                          SUPERSEDED SURVEY CONTROL
 KC0345
 KC0345  NGVD 29 (??/??/92)  145.277  (m)          476.63   (f) ADJ UNCH    1 2
 KC0345
 KC0345.Superseded values are not recommended for survey control.
 KC0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0345.See file dsdata.txt to determine how the superseded data were derived.
 KC0345
 KC0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE331217(NAD 83)
 KC0345_MARKER: DB = BENCH MARK DISK
 KC0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0345_STAMPING: A 15 1933
 KC0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0345+STABILITY: SURFACE MOTION
 KC0345
 KC0345  HISTORY     - Date     Condition        Report By
 KC0345  HISTORY     - 1933     MONUMENTED       CGS
 KC0345  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0345
 KC0345                          STATION DESCRIPTION
 KC0345
 KC0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0345'2 MI W FROM QUINCY.
 KC0345'IN MARION COUNTY, MISSOURI, ABOUT 2 MILES WEST ALONG THE CHICAGO,
 KC0345'BURLINGTON AND QUINCY RAILROAD FROM QUINCY, ADAMS COUNTY, ILLINOIS,
 KC0345'0.5 MILE WEST OF THE WEST END OF THE RAILROAD BRIDGE OVER
 KC0345'MISSISSIPPI RIVER, ABOUT 1/4 MILE WEST OF MILEPOST 2, 300 FEET
 KC0345'WEST OF A ROAD CROSSING 150 FEET SOUTHEAST OF A GRAIN ELEVATOR,
 KC0345'35 FEET SOUTH OF THE TRACK, AND 6 FEET WEST OF A POLE.  A
 KC0345'STANDARD DISK, STAMPED A 15 1933 AND SET IN THE TOP OF A CONCRETE
 KC0345'POST.  NOTE-- THERE HAS BEEN A BUILDING BUILT OVER THE MARK,
 KC0345'ACCORDING TO ARTHUR ELDER WHO WAS THERE WHEN THE BUILDING WAS
 KC0345'BUILT.
 KC0345
 KC0345                          STATION RECOVERY (1971)
 KC0345
 KC0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0556 ***********************************************************************
 JC0556  DESIGNATION -  A 150
 JC0556  PID         -  JC0556
 JC0556  STATE/COUNTY-  MO/ST CHARLES
 JC0556  USGS QUAD   -  WENTZVILLE (1982)
 JC0556
 JC0556                         *CURRENT SURVEY CONTROL
 JC0556  ___________________________________________________________________
 JC0556* NAD 83(1986)-  38 51 06.     (N)    090 52 05.     (W)     SCALED    
 JC0556* NAVD 88     -       144.536  (meters)     474.20   (feet)  ADJUSTED  
 JC0556  ___________________________________________________________________
 JC0556  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JC0556  DYNAMIC HT  -         144.448 (meters)     473.91  (feet)  COMP
 JC0556  MODELED GRAV-     980,018.6   (mgal)                       NAVD 88
 JC0556
 JC0556  VERT ORDER  -  SECOND    CLASS 0
 JC0556
 JC0556.The horizontal coordinates were scaled from a topographic map and have
 JC0556.an estimated accuracy of +/- 6 seconds.
 JC0556
 JC0556.The orthometric height was determined by differential leveling
 JC0556.and adjusted by the National Geodetic Survey in June 1991..
 JC0556
 JC0556.The geoid height was determined by GEOID03.
 JC0556
 JC0556.The dynamic height is computed by dividing the NAVD 88
 JC0556.geopotential number by the normal gravity value computed on the
 JC0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0556.degrees latitude (g = 980.6199 gals.).
 JC0556
 JC0556.The modeled gravity was interpolated from observed gravity values.
 JC0556
 JC0556;                    North         East    Units  Estimated Accuracy
 JC0556;SPC MO E     -   335,030.      218,050.      MT  (+/- 180 meters Scaled)
 JC0556
 JC0556                          SUPERSEDED SURVEY CONTROL
 JC0556
 JC0556  NGVD 29 (??/??/92)  144.563  (m)          474.29   (f) ADJ UNCH    2 0
 JC0556
 JC0556.Superseded values are not recommended for survey control.
 JC0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0556.See file dsdata.txt to determine how the superseded data were derived.
 JC0556
 JC0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD850024(NAD 83)
 JC0556_MARKER: DB = BENCH MARK DISK
 JC0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0556_STAMPING: A 150 1935
 JC0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0556+STABILITY: SURFACE MOTION
 JC0556
 JC0556  HISTORY     - Date     Condition        Report By
 JC0556  HISTORY     - 1935     MONUMENTED       CGS
 JC0556  HISTORY     - 1974     GOOD             USGS
 JC0556  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 JC0556  HISTORY     - 19940526 MARK NOT FOUND   USPSQD
 JC0556
 JC0556                          STATION DESCRIPTION
 JC0556
 JC0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0556'3.6 MI N FROM WENTZVILLE.
 JC0556'3.6 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE WABASH RAILWAY
 JC0556'STATION AT WENTZVILLE, ST. CHARLES COUNTY, 300 FEET SOUTH OF A
 JC0556'STANDARD OIL SERVICE STATION OPERATED AT A BEER GARDEN, 15 FEET
 JC0556'EAST OF THE NORTHWEST FENCE CORNER OF THE FIRST FIELD SOUTH OF THE
 JC0556'SERVICE STATION, AND 45 FEET EAST OF THE CENTERLINE OF THE
 JC0556'HIGHWAY.  A STANDARD DISK, STAMPED A 150 1935 AND SET IN THE
 JC0556'TOP OF A CONCRETE POST.
 JC0556
 JC0556                          STATION RECOVERY (1974)
 JC0556
 JC0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JC0556'RECOVERED IN GOOD CONDITION.
 JC0556
 JC0556                          STATION RECOVERY (1991)
 JC0556
 JC0556'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS)
 JC0556'MARK NOT FOUND.
 JC0556
 JC0556                          STATION RECOVERY (1994)
 JC0556
 JC0556'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0557 ***********************************************************************
 JC0557  DESIGNATION -  A 150 RESET
 JC0557  PID         -  JC0557
 JC0557  STATE/COUNTY-  MO/ST CHARLES
 JC0557  USGS QUAD   -  WENTZVILLE (1982)
 JC0557
 JC0557                         *CURRENT SURVEY CONTROL
 JC0557  ___________________________________________________________________
 JC0557* NAD 83(1986)-  38 51 11.     (N)    090 52 08.     (W)     SCALED    
 JC0557* NAVD 88     -       145.37   (+/-2cm)     476.9    (feet)  VERTCON   
 JC0557  ___________________________________________________________________
 JC0557  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JC0557
 JC0557  VERT ORDER  -  THIRD (See Below)
 JC0557
 JC0557.The horizontal coordinates were scaled from a topographic map and have
 JC0557.an estimated accuracy of +/- 6 seconds.
 JC0557
 JC0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0557.The vertical order pertains to the NGVD 29 superseded value.
 JC0557
 JC0557.The geoid height was determined by GEOID03.
 JC0557
 JC0557;                    North         East    Units  Estimated Accuracy
 JC0557;SPC MO E     -   335,180.      217,980.      MT  (+/- 180 meters Scaled)
 JC0557
 JC0557                          SUPERSEDED SURVEY CONTROL
 JC0557
 JC0557  NGVD 29 (??/??/??)  145.40   (m)          477.0    (f) RESET       3  
 JC0557
 JC0557.Superseded values are not recommended for survey control.
 JC0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0557.See file dsdata.txt to determine how the superseded data were derived.
 JC0557
 JC0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD849026(NAD 83)
 JC0557_MARKER: DB = BENCH MARK DISK
 JC0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0557_SP_SET: BRIDGE
 JC0557_STAMPING: A 150 RESET 1973
 JC0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0557
 JC0557  HISTORY     - Date     Condition        Report By
 JC0557  HISTORY     - 1973     MONUMENTED       MOHC
 JC0557  HISTORY     - 1974     GOOD             NGS
 JC0557  HISTORY     - 1988     GOOD             USPSQD
 JC0557  HISTORY     - 19910329 GOOD             USPSQD
 JC0557  HISTORY     - 19940526 GOOD             USPSQD
 JC0557
 JC0557                          STATION DESCRIPTION
 JC0557
 JC0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JC0557'3.3 MI N FROM WENTZVILLE.
 JC0557'3.3 MILES NORTH ALONG U.S. HWY. 61 FROM THE WABASH R.R. UNDERPASS
 JC0557'AT WENTZVILLE, 154 FEET NORTH OF THE INTERSECTION OF RTE. P. AND
 JC0557'RTE. 61, 102 FEET EAST OF THE CENTERLINE OF MEDIAN OF THE HIGHWAY
 JC0557'STATION 196+00.  SET IN THE TOP OF THE EAST CONCRETE HEADWALL
 JC0557'OF BRIDGE H-149R1 OVER DRY BRANCH.
 JC0557
 JC0557                          STATION RECOVERY (1988)
 JC0557
 JC0557'RECOVERY NOTE BY US POWER SQUADRON 1988 (JNS)
 JC0557'RECOVERED IN GOOD CONDITION.
 JC0557
 JC0557                          STATION RECOVERY (1991)
 JC0557
 JC0557'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS)
 JC0557'RECOVERED IN GOOD CONDITION.
 JC0557
 JC0557                          STATION RECOVERY (1994)
 JC0557
 JC0557'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0278 ***********************************************************************
 HE0278  DESIGNATION -  A 151
 HE0278  PID         -  HE0278
 HE0278  STATE/COUNTY-  MO/JASPER
 HE0278  USGS QUAD   -  CARL JUNCTION (1978)
 HE0278
 HE0278                         *CURRENT SURVEY CONTROL
 HE0278  ___________________________________________________________________
 HE0278* NAD 83(1986)-  37 08 28.     (N)    094 31 25.     (W)     SCALED    
 HE0278* NAVD 88     -       285.137  (meters)     935.49   (feet)  ADJUSTED  
 HE0278  ___________________________________________________________________
 HE0278  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 HE0278  DYNAMIC HT  -         284.910 (meters)     934.74  (feet)  COMP
 HE0278  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 HE0278
 HE0278  VERT ORDER  -  SECOND    CLASS 0
 HE0278
 HE0278.The horizontal coordinates were scaled from a topographic map and have
 HE0278.an estimated accuracy of +/- 6 seconds.
 HE0278
 HE0278.The orthometric height was determined by differential leveling
 HE0278.and adjusted by the National Geodetic Survey in June 1991..
 HE0278.WARNING-Repeat measurements at this control monument indicate possible
 HE0278.vertical movement.
 HE0278
 HE0278.The geoid height was determined by GEOID03.
 HE0278
 HE0278.The dynamic height is computed by dividing the NAVD 88
 HE0278.geopotential number by the normal gravity value computed on the
 HE0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0278.degrees latitude (g = 980.6199 gals.).
 HE0278
 HE0278.The modeled gravity was interpolated from observed gravity values.
 HE0278
 HE0278;                    North         East    Units  Estimated Accuracy
 HE0278;SPC MO W     -   108,130.      847,900.      MT  (+/- 180 meters Scaled)
 HE0278
 HE0278                          SUPERSEDED SURVEY CONTROL
 HE0278
 HE0278  NGVD 29 (??/??/92)  285.023  (m)          935.11   (f) ADJ UNCH    2 0
 HE0278
 HE0278.Superseded values are not recommended for survey control.
 HE0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0278.See file dsdata.txt to determine how the superseded data were derived.
 HE0278
 HE0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB646116(NAD 83)
 HE0278_MARKER: Z = SEE DESCRIPTION
 HE0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0278_SP_SET: ABUTMENT
 HE0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0278
 HE0278  HISTORY     - Date     Condition        Report By
 HE0278  HISTORY     - UNK      MONUMENTED       KCSRR
 HE0278  HISTORY     - 1934     GOOD             NGS
 HE0278
 HE0278                          STATION DESCRIPTION
 HE0278
 HE0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0278'3.9 MI N FROM JOPLIN.
 HE0278'3.9 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 HE0278'THE STATION AT JOPLIN, JASPER COUNTY, AT CHAT JUNCTION, AT
 HE0278'BRIDGE NO. A 151, AND ON THE TOP OF THE NORTHEAST CORNER OF
 HE0278'THE NORTH CONCRETE ABUTMENT.  THE TOP OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0276 ***********************************************************************
 HE0276  DESIGNATION -  A 154
 HE0276  PID         -  HE0276
 HE0276  STATE/COUNTY-  MO/JASPER
 HE0276  USGS QUAD   -  JOPLIN WEST (1978)
 HE0276
 HE0276                         *CURRENT SURVEY CONTROL
 HE0276  ___________________________________________________________________
 HE0276* NAD 83(1986)-  37 06 16.     (N)    094 30 58.     (W)     SCALED    
 HE0276* NAVD 88     -       286.55   (+/-2cm)     940.1    (feet)  VERTCON   
 HE0276  ___________________________________________________________________
 HE0276  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HE0276
 HE0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HE0276
 HE0276.The horizontal coordinates were scaled from a topographic map and have
 HE0276.an estimated accuracy of +/- 6 seconds.
 HE0276
 HE0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0276.The vertical order pertains to the NGVD 29 superseded value.
 HE0276
 HE0276.The geoid height was determined by GEOID03.
 HE0276
 HE0276;                    North         East    Units  Estimated Accuracy
 HE0276;SPC MO W     -   104,060.      848,570.      MT  (+/- 180 meters Scaled)
 HE0276
 HE0276                          SUPERSEDED SURVEY CONTROL
 HE0276
 HE0276  NGVD 29 (??/??/92)  286.437  (m)          939.75   (f) ADJ UNCH    2 0
 HE0276
 HE0276.Superseded values are not recommended for survey control.
 HE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0276.See file dsdata.txt to determine how the superseded data were derived.
 HE0276
 HE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB652075(NAD 83)
 HE0276_MARKER: Z = SEE DESCRIPTION
 HE0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0276_SP_SET: ABUTMENT
 HE0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0276
 HE0276  HISTORY     - Date     Condition        Report By
 HE0276  HISTORY     - UNK      MONUMENTED       KCSRR
 HE0276  HISTORY     - 1934     GOOD             NGS
 HE0276
 HE0276                          STATION DESCRIPTION
 HE0276
 HE0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0276'AT JOPLIN.
 HE0276'AT JOPLIN, JASPER COUNTY, ON THE KANSAS CITY SOUTHERN RAILWAY,
 HE0276'AT BRIDGE NO. A 154, AND ON THE TOP OF THE NORTHEAST CORNER
 HE0276'OF THE CONCRETE ABUTMENT.  THE TOP OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0082 ***********************************************************************
 LE0082  DESIGNATION -  A 16
 LE0082  PID         -  LE0082
 LE0082  STATE/COUNTY-  MO/KNOX
 LE0082  USGS QUAD   -  EDINA (1965)
 LE0082
 LE0082                         *CURRENT SURVEY CONTROL
 LE0082  ___________________________________________________________________
 LE0082* NAD 83(1986)-  40 09 54.     (N)    092 14 12.     (W)     SCALED    
 LE0082* NAVD 88     -       256.821  (meters)     842.59   (feet)  ADJUSTED  
 LE0082  ___________________________________________________________________
 LE0082  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LE0082  DYNAMIC HT  -         256.685 (meters)     842.14  (feet)  COMP
 LE0082  MODELED GRAV-     980,089.5   (mgal)                       NAVD 88
 LE0082
 LE0082  VERT ORDER  -  FIRST     CLASS II
 LE0082
 LE0082.The horizontal coordinates were scaled from a topographic map and have
 LE0082.an estimated accuracy of +/- 6 seconds.
 LE0082
 LE0082.The orthometric height was determined by differential leveling
 LE0082.and adjusted by the National Geodetic Survey in June 1991..
 LE0082
 LE0082.The geoid height was determined by GEOID03.
 LE0082
 LE0082.The dynamic height is computed by dividing the NAVD 88
 LE0082.geopotential number by the normal gravity value computed on the
 LE0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0082.degrees latitude (g = 980.6199 gals.).
 LE0082
 LE0082.The modeled gravity was interpolated from observed gravity values.
 LE0082
 LE0082;                    North         East    Units  Estimated Accuracy
 LE0082;SPC MO C     -   480,800.      522,430.      MT  (+/- 180 meters Scaled)
 LE0082
 LE0082                          SUPERSEDED SURVEY CONTROL
 LE0082
 LE0082  NGVD 29 (??/??/92)  256.849  (m)          842.68   (f) ADJ UNCH    1 2
 LE0082
 LE0082.Superseded values are not recommended for survey control.
 LE0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0082.See file dsdata.txt to determine how the superseded data were derived.
 LE0082
 LE0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE650463(NAD 83)
 LE0082_MARKER: DB = BENCH MARK DISK
 LE0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0082_STAMPING: A 16 1933
 LE0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0082+STABILITY: SURFACE MOTION
 LE0082
 LE0082  HISTORY     - Date     Condition        Report By
 LE0082  HISTORY     - 1933     MONUMENTED       CGS
 LE0082  HISTORY     - 1967     GOOD             NGS
 LE0082
 LE0082                          STATION DESCRIPTION
 LE0082
 LE0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LE0082'3.1 MI W FROM EDINA.
 LE0082'3.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0082'FROM EDINA, KNOX COUNTY, 7 POLES EAST OF MILEPOST 50, 50 FEET
 LE0082'EAST OF A WHISTLE POST, 22 FEET SOUTH OF THE TRACK, 40 FEET
 LE0082'NORTH OF A DIRT ROAD PARALLELING THE TRACK, AND AT A RIGHT
 LE0082'ANGLE TURN IN THE ROAD.  A STANDARD DISK, STAMPED A 16 1933
 LE0082'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- LOCATED 1 FOOT
 LE0082'WEST OF METAL WITNESS POST.
 LE0082
 LE0082                          STATION RECOVERY (1967)
 LE0082
 LE0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0817 ***********************************************************************
 HD0817  DESIGNATION -  A 169
 HD0817  PID         -  HD0817
 HD0817  STATE/COUNTY-  MO/CEDAR
 HD0817  USGS QUAD   -  FILLEY (1991)
 HD0817
 HD0817                         *CURRENT SURVEY CONTROL
 HD0817  ___________________________________________________________________
 HD0817* NAD 83(1986)-  37 46 05.     (N)    094 00 00.     (W)     SCALED    
 HD0817* NAVD 88     -       276.111  (meters)     905.87   (feet)  ADJUSTED  
 HD0817  ___________________________________________________________________
 HD0817  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HD0817  DYNAMIC HT  -         275.905 (meters)     905.20  (feet)  COMP
 HD0817  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 HD0817
 HD0817  VERT ORDER  -  SECOND    CLASS 0
 HD0817
 HD0817.The horizontal coordinates were scaled from a topographic map and have
 HD0817.an estimated accuracy of +/- 6 seconds.
 HD0817
 HD0817.The orthometric height was determined by differential leveling
 HD0817.and adjusted by the National Geodetic Survey in June 1991..
 HD0817
 HD0817.The geoid height was determined by GEOID03.
 HD0817
 HD0817.The dynamic height is computed by dividing the NAVD 88
 HD0817.geopotential number by the normal gravity value computed on the
 HD0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0817.degrees latitude (g = 980.6199 gals.).
 HD0817
 HD0817.The modeled gravity was interpolated from observed gravity values.
 HD0817
 HD0817;                    North         East    Units  Estimated Accuracy
 HD0817;SPC MO W     -   177,830.      894,050.      MT  (+/- 180 meters Scaled)
 HD0817
 HD0817                          SUPERSEDED SURVEY CONTROL
 HD0817
 HD0817  NGVD 29 (??/??/92)  276.013  (m)          905.55   (f) ADJ UNCH    2 0
 HD0817
 HD0817.Superseded values are not recommended for survey control.
 HD0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0817.See file dsdata.txt to determine how the superseded data were derived.
 HD0817
 HD0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB119805(NAD 83)
 HD0817_MARKER: DB = BENCH MARK DISK
 HD0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0817_SP_SET: CULVERT
 HD0817_STAMPING: A 169 1940
 HD0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0817
 HD0817  HISTORY     - Date     Condition        Report By
 HD0817  HISTORY     - 1940     MONUMENTED       CGS
 HD0817  HISTORY     - 1963     GOOD             NGS
 HD0817
 HD0817                          STATION DESCRIPTION
 HD0817
 HD0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0817'3.3 MI NW FROM FILLEY.
 HD0817'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE CHRISTIAN
 HD0817'CHURCH AT FILLEY, 13 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 HD0817'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 HD0817'HEADWALL OF A 8 BY 8-FOOT CONCRETE CULVERT, AND ABOUT 6 INCHES
 HD0817'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0153 ***********************************************************************
 LE0153  DESIGNATION -  A 17
 LE0153  PID         -  LE0153
 LE0153  STATE/COUNTY-  MO/SULLIVAN
 LE0153  USGS QUAD   -  GREEN CITY (1979)
 LE0153
 LE0153                         *CURRENT SURVEY CONTROL
 LE0153  ___________________________________________________________________
 LE0153* NAD 83(1986)-  40 16 03.     (N)    092 57 12.     (W)     SCALED    
 LE0153* NAVD 88     -       322.760  (meters)    1058.92   (feet)  ADJUSTED  
 LE0153  ___________________________________________________________________
 LE0153  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LE0153  DYNAMIC HT  -         322.593 (meters)    1058.37  (feet)  COMP
 LE0153  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 LE0153
 LE0153  VERT ORDER  -  FIRST     CLASS II
 LE0153
 LE0153.The horizontal coordinates were scaled from a topographic map and have
 LE0153.an estimated accuracy of +/- 6 seconds.
 LE0153
 LE0153.The orthometric height was determined by differential leveling
 LE0153.and adjusted by the National Geodetic Survey in June 1991..
 LE0153
 LE0153.The geoid height was determined by GEOID03.
 LE0153
 LE0153.The dynamic height is computed by dividing the NAVD 88
 LE0153.geopotential number by the normal gravity value computed on the
 LE0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0153.degrees latitude (g = 980.6199 gals.).
 LE0153
 LE0153.The modeled gravity was interpolated from observed gravity values.
 LE0153
 LE0153;                    North         East    Units  Estimated Accuracy
 LE0153;SPC MO C     -   492,250.      461,440.      MT  (+/- 180 meters Scaled)
 LE0153
 LE0153                          SUPERSEDED SURVEY CONTROL
 LE0153
 LE0153  NGVD 29 (??/??/92)  322.744  (m)         1058.87   (f) ADJ UNCH    1 2
 LE0153
 LE0153.Superseded values are not recommended for survey control.
 LE0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0153.See file dsdata.txt to determine how the superseded data were derived.
 LE0153
 LE0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE039574(NAD 83)
 LE0153_MARKER: DB = BENCH MARK DISK
 LE0153_SETTING: 0 = UNSPECIFIED SETTING
 LE0153_STAMPING: A 17 1933
 LE0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0153
 LE0153  HISTORY     - Date     Condition        Report By
 LE0153  HISTORY     - 1933     MONUMENTED       CGS
 LE0153  HISTORY     - 1967     GOOD             NGS
 LE0153
 LE0153                          STATION DESCRIPTION
 LE0153
 LE0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0153'AT GREEN CITY.
 LE0153'THIS BENCH MARK RECOVERED IN THE SOUTHEAST CORNER OF THE CITY
 LE0153'PARK AND IS ABOUT 4 FEET SOUTHEAST OF THE CONCRETE BASE FOR A
 LE0153'LARGE BELL.  MARK IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0868 ***********************************************************************
 JE0868  DESIGNATION -  A 170
 JE0868  PID         -  JE0868
 JE0868  STATE/COUNTY-  MO/CASS
 JE0868  USGS QUAD   -  BELTON (1991)
 JE0868
 JE0868                         *CURRENT SURVEY CONTROL
 JE0868  ___________________________________________________________________
 JE0868* NAD 83(1986)-  38 48 53.     (N)    094 32 05.     (W)     SCALED    
 JE0868* NAVD 88     -       336.010  (meters)    1102.39   (feet)  ADJUSTED  
 JE0868  ___________________________________________________________________
 JE0868  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0868  DYNAMIC HT  -         335.783 (meters)    1101.65  (feet)  COMP
 JE0868  MODELED GRAV-     979,944.6   (mgal)                       NAVD 88
 JE0868
 JE0868  VERT ORDER  -  FIRST     CLASS II
 JE0868
 JE0868.The horizontal coordinates were scaled from a topographic map and have
 JE0868.an estimated accuracy of +/- 6 seconds.
 JE0868
 JE0868.The orthometric height was determined by differential leveling
 JE0868.and adjusted by the National Geodetic Survey in June 1991..
 JE0868
 JE0868.The geoid height was determined by GEOID03.
 JE0868
 JE0868.The dynamic height is computed by dividing the NAVD 88
 JE0868.geopotential number by the normal gravity value computed on the
 JE0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0868.degrees latitude (g = 980.6199 gals.).
 JE0868
 JE0868.The modeled gravity was interpolated from observed gravity values.
 JE0868
 JE0868;                    North         East    Units  Estimated Accuracy
 JE0868;SPC MO W     -   293,880.      846,980.      MT  (+/- 180 meters Scaled)
 JE0868
 JE0868                          SUPERSEDED SURVEY CONTROL
 JE0868
 JE0868  NGVD 29 (??/??/92)  335.890  (m)         1102.00   (f) ADJ UNCH    1 2
 JE0868
 JE0868.Superseded values are not recommended for survey control.
 JE0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0868.See file dsdata.txt to determine how the superseded data were derived.
 JE0868
 JE0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC667973(NAD 83)
 JE0868_MARKER: DB = BENCH MARK DISK
 JE0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0868_STAMPING: A 170 1940
 JE0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0868+STABILITY: SURFACE MOTION
 JE0868
 JE0868  HISTORY     - Date     Condition        Report By
 JE0868  HISTORY     - 1940     MONUMENTED       CGS
 JE0868  HISTORY     - 1954     GOOD             NGS
 JE0868
 JE0868                          STATION DESCRIPTION
 JE0868
 JE0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JE0868'AT BELTON.
 JE0868'AT BELTON, CASS COUNTY, AT THE NORTH EDGE OF THE TOWN, ON THE
 JE0868'ST. LOUIS-SAN FRANCISCO RAILWAY, 1 POLE SOUTH OF MILEPOST 18,
 JE0868'111 FEET SOUTHEAST OF U.S. HIGHWAY 71, 44 FEET SOUTH OF THE
 JE0868'CENTERLINE OF NORTH AVENUE, AND 41 FEET EAST OF THE CENTERLINE
 JE0868'OF THE TRACK.  A STANDARD DISK, STAMPED A 170 1940 AND SET IN
 JE0868'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0403 ***********************************************************************
 GE0403  DESIGNATION -  A 171
 GE0403  PID         -  GE0403
 GE0403  STATE/COUNTY-  MO/BUTLER
 GE0403  USGS QUAD   -  NAYLOR (1979)
 GE0403
 GE0403                         *CURRENT SURVEY CONTROL
 GE0403  ___________________________________________________________________
 GE0403* NAD 83(1986)-  36 32 52.     (N)    090 30 28.     (W)     SCALED    
 GE0403* NAVD 88     -        91.031  (meters)     298.66   (feet)  ADJUSTED  
 GE0403  ___________________________________________________________________
 GE0403  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GE0403  DYNAMIC HT  -          90.957 (meters)     298.41  (feet)  COMP
 GE0403  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 GE0403
 GE0403  VERT ORDER  -  FIRST     CLASS II
 GE0403
 GE0403.The horizontal coordinates were scaled from a topographic map and have
 GE0403.an estimated accuracy of +/- 6 seconds.
 GE0403
 GE0403.The orthometric height was determined by differential leveling
 GE0403.and adjusted by the National Geodetic Survey in June 1991..
 GE0403
 GE0403.The geoid height was determined by GEOID03.
 GE0403
 GE0403.The dynamic height is computed by dividing the NAVD 88
 GE0403.geopotential number by the normal gravity value computed on the
 GE0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0403.degrees latitude (g = 980.6199 gals.).
 GE0403
 GE0403.The modeled gravity was interpolated from observed gravity values.
 GE0403
 GE0403;                    North         East    Units  Estimated Accuracy
 GE0403;SPC MO E     -    79,270.      249,300.      MT  (+/- 180 meters Scaled)
 GE0403
 GE0403                          SUPERSEDED SURVEY CONTROL
 GE0403
 GE0403  NGVD 29 (??/??/92)   91.018  (m)          298.61   (f) ADJ UNCH    1 2
 GE0403
 GE0403.Superseded values are not recommended for survey control.
 GE0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0403.See file dsdata.txt to determine how the superseded data were derived.
 GE0403
 GE0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA230475(NAD 83)
 GE0403_MARKER: DB = BENCH MARK DISK
 GE0403_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 GE0403_SP_SET: COOPER COATED ROD
 GE0403_STAMPING: A 171 1956
 GE0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0403+STABILITY: SURFACE MOTION
 GE0403
 GE0403  HISTORY     - Date     Condition        Report By
 GE0403  HISTORY     - 1956     MONUMENTED       CGS
 GE0403  HISTORY     - 1976     MARK NOT FOUND   USGS
 GE0403
 GE0403                          STATION DESCRIPTION
 GE0403
 GE0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0403'1.1 MI S FROM NEELYVILLE.
 GE0403'ABOUT 1.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0403'THE STATION AT NEELYVILLE, ABOUT 0.4 MILE NORTH OF MILE POLE 182,
 GE0403'AT AN EAST-WEST ROAD CROSSING, 46 1/2 FEET EAST OF EAST RAIL,
 GE0403'58 FEET SOUTHEAST OF CENTER OF ROAD CROSSING, 34 FEET SOUTH OF
 GE0403'CENTER LINE OF ROAD, 80 FEET NORTH OF TELEPHONE POLE NO. 181/23,
 GE0403'12 1/2 FEET SOUTH OF A FENCE CORNER, 22 FEET SOUTHWEST OF POWER
 GE0403'POLE NO. A 5F/1E ON AN EAST-WEST POWER LINE, 1/2 FOOT WEST OF A
 GE0403'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 GE0403'5 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A COPPER-COATED
 GE0403'STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY A 4-INCH
 GE0403'TILE PROJECTING 3 INCHES.
 GE0403
 GE0403                          STATION RECOVERY (1976)
 GE0403
 GE0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GE0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0536 ***********************************************************************
 JC0536  DESIGNATION -  A 173
 JC0536  PID         -  JC0536
 JC0536  STATE/COUNTY-  MO/FRANKLIN
 JC0536  USGS QUAD   -  LABADIE (1980)
 JC0536
 JC0536                         *CURRENT SURVEY CONTROL
 JC0536  ___________________________________________________________________
 JC0536* NAD 83(1986)-  38 33 04.     (N)    090 49 12.     (W)     SCALED    
 JC0536* NAVD 88     -       144.661  (meters)     474.61   (feet)  ADJUSTED  
 JC0536  ___________________________________________________________________
 JC0536  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JC0536  DYNAMIC HT  -         144.567 (meters)     474.30  (feet)  COMP
 JC0536  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 JC0536
 JC0536  VERT ORDER  -  SECOND    CLASS 0
 JC0536
 JC0536.The horizontal coordinates were scaled from a topographic map and have
 JC0536.an estimated accuracy of +/- 6 seconds.
 JC0536
 JC0536.The orthometric height was determined by differential leveling
 JC0536.and adjusted by the National Geodetic Survey in June 1991..
 JC0536
 JC0536.The geoid height was determined by GEOID03.
 JC0536
 JC0536.The dynamic height is computed by dividing the NAVD 88
 JC0536.geopotential number by the normal gravity value computed on the
 JC0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0536.degrees latitude (g = 980.6199 gals.).
 JC0536
 JC0536.The modeled gravity was interpolated from observed gravity values.
 JC0536
 JC0536;                    North         East    Units  Estimated Accuracy
 JC0536;SPC MO E     -   301,650.      222,110.      MT  (+/- 180 meters Scaled)
 JC0536
 JC0536                          SUPERSEDED SURVEY CONTROL
 JC0536
 JC0536  NGVD 29 (??/??/92)  144.732  (m)          474.84   (f) ADJ UNCH    2 0
 JC0536
 JC0536.Superseded values are not recommended for survey control.
 JC0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0536.See file dsdata.txt to determine how the superseded data were derived.
 JC0536
 JC0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC899692(NAD 83)
 JC0536_MARKER: DD = SURVEY DISK
 JC0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0536_SP_SET: CULVERT
 JC0536_STAMPING: A 173 1940
 JC0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0536
 JC0536  HISTORY     - Date     Condition        Report By
 JC0536  HISTORY     - 1940     MONUMENTED       CGS
 JC0536
 JC0536                          STATION DESCRIPTION
 JC0536
 JC0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JC0536'1.9 MI SW FROM OETTERS.
 JC0536'1.9 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0536'RAILROAD FROM OETTERS, FRANKLIN COUNTY, 2.4 MILES NORTHEAST OF
 JC0536'LABADIE, 15 POLES WEST OF MILEPOST 43, 22.1 FEET EAST OF THE
 JC0536'EAST END OF A FARM BRIDGE TIMBER, AT A CONCRETE CULVERT, IN THE
 JC0536'TOP OF THE WEST END OF THE SOUTH HEADWALL, 12.2 FEET SOUTH
 JC0536'OF THE SOUTH RAIL, AND 2 FEET SOUTHEAST OF A WHITE WOODEN
 JC0536'WITNESS POST.  A STANDARD DISK, STAMPED A 173 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0045 ***********************************************************************
 GG0045  DESIGNATION -  A 173
 GG0045  PID         -  GG0045
 GG0045  STATE/COUNTY-  MO/NEWTON
 GG0045  USGS QUAD   -  GRANBY (1972)
 GG0045
 GG0045                         *CURRENT SURVEY CONTROL
 GG0045  ___________________________________________________________________
 GG0045* NAD 83(1986)-  36 53 45.     (N)    094 22 25.     (W)     SCALED    
 GG0045* NAVD 88     -       301.71   (+/-2cm)     989.9    (feet)  VERTCON   
 GG0045  ___________________________________________________________________
 GG0045  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GG0045
 GG0045  VERT ORDER  -  ? (See Below)
 GG0045
 GG0045.The horizontal coordinates were scaled from a topographic map and have
 GG0045.an estimated accuracy of +/- 6 seconds.
 GG0045
 GG0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0045.The vertical order pertains to the NGVD 29 superseded value.
 GG0045
 GG0045.The geoid height was determined by GEOID03.
 GG0045
 GG0045;                    North         East    Units  Estimated Accuracy
 GG0045;SPC MO W     -    80,920.      861,270.      MT  (+/- 180 meters Scaled)
 GG0045
 GG0045                          SUPERSEDED SURVEY CONTROL
 GG0045
 GG0045  NGVD 29 (??/??/92)  301.588  (m)          989.46   (f) ADJ UNCH    ?  
 GG0045
 GG0045.Superseded values are not recommended for survey control.
 GG0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0045.See file dsdata.txt to determine how the superseded data were derived.
 GG0045
 GG0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA776841(NAD 83)
 GG0045_MARKER: DB = BENCH MARK DISK
 GG0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0045_SP_SET: BRIDGE
 GG0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0045
 GG0045  HISTORY     - Date     Condition        Report By
 GG0045  HISTORY     - UNK      MONUMENTED       KCSRR
 GG0045  HISTORY     - 1936     GOOD             NGS
 GG0045  HISTORY     - 1987     GOOD             USPSQD
 GG0045  HISTORY     - 1988     GOOD             USPSQD
 GG0045
 GG0045                          STATION DESCRIPTION
 GG0045
 GG0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GG0045'0.5 MI N FROM NEOSHO.
 GG0045'0.5 MILE NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 GG0045'STATION AT NEOSHO, NEWTON COUNTY, AT THE NORTH END OF BRIDGE
 GG0045'NO. A 173, AT THE SOUTH END OF A CONCRETE WINGWALL, AND ON THE
 GG0045'TOP OF THE NORTHEAST CORNER OF THE NORTH CONCRETE ABUTMENT.
 GG0045'THE TOP OF THE ABUTMENT.
 GG0045
 GG0045                          STATION RECOVERY (1987)
 GG0045
 GG0045'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0045'RECOVERED IN GOOD CONDITION.
 GG0045
 GG0045                          STATION RECOVERY (1988)
 GG0045
 GG0045'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0713 ***********************************************************************
 HC0713  DESIGNATION -  A 174
 HC0713  PID         -  HC0713
 HC0713  STATE/COUNTY-  MO/WAYNE
 HC0713  USGS QUAD   -  GREENVILLE SW (1966)
 HC0713
 HC0713                         *CURRENT SURVEY CONTROL
 HC0713  ___________________________________________________________________
 HC0713* NAD 83(1986)-  37 00 26.     (N)    090 27 06.     (W)     SCALED    
 HC0713* NAVD 88     -       130.028  (meters)     426.60   (feet)  ADJUSTED  
 HC0713  ___________________________________________________________________
 HC0713  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HC0713  DYNAMIC HT  -         129.925 (meters)     426.26  (feet)  COMP
 HC0713  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 HC0713
 HC0713  VERT ORDER  -  SECOND    CLASS 0
 HC0713
 HC0713.The horizontal coordinates were scaled from a topographic map and have
 HC0713.an estimated accuracy of +/- 6 seconds.
 HC0713
 HC0713.The orthometric height was determined by differential leveling
 HC0713.and adjusted by the National Geodetic Survey in June 1991..
 HC0713
 HC0713.The geoid height was determined by GEOID03.
 HC0713
 HC0713.The dynamic height is computed by dividing the NAVD 88
 HC0713.geopotential number by the normal gravity value computed on the
 HC0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0713.degrees latitude (g = 980.6199 gals.).
 HC0713
 HC0713.The modeled gravity was interpolated from observed gravity values.
 HC0713
 HC0713;                    North         East    Units  Estimated Accuracy
 HC0713;SPC MO E     -   130,260.      254,300.      MT  (+/- 180 meters Scaled)
 HC0713
 HC0713                          SUPERSEDED SURVEY CONTROL
 HC0713
 HC0713  NGVD 29 (??/??/92)  130.072  (m)          426.74   (f) ADJ UNCH    2 0
 HC0713
 HC0713.Superseded values are not recommended for survey control.
 HC0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0713.See file dsdata.txt to determine how the superseded data were derived.
 HC0713
 HC0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA267987(NAD 83)
 HC0713_MARKER: DB = BENCH MARK DISK
 HC0713_SETTING: 66 = SET IN ROCK OUTCROP
 HC0713_SP_SET: BEDROCK
 HC0713_STAMPING: A 174 1945
 HC0713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC0713+STABILITY: POSITION/ELEVATION WELL
 HC0713
 HC0713  HISTORY     - Date     Condition        Report By
 HC0713  HISTORY     - 1945     MONUMENTED       CGS
 HC0713  HISTORY     - 20020503 MARK NOT FOUND   USACE
 HC0713
 HC0713                          STATION DESCRIPTION
 HC0713
 HC0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HC0713'1.1 MI N FROM TASKEE STATION.
 HC0713'1.1 MILES NORTH ALONG OLD U.S. 67 FROM THE VILLAGE OF TASKEE
 HC0713'STATION, WAYNE COUNTY, ABOUT 600 FEET WEST OF A FARMHOUSE ON
 HC0713'THE EAST SIDE OF THE OLD HIGHWAY, 15 FEET EAST OF THE CENTERLINE
 HC0713'OF THE OLD HIGHWAY, 6 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 HC0713'AND IN BEDROCK ABOUT 10 INCHES ABOVE THE GROUND.  A STANDARD
 HC0713'DISK, STAMPED A 174 1945.
 HC0713
 HC0713                          STATION RECOVERY (2002)
 HC0713
 HC0713'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0444 ***********************************************************************
 JE0444  DESIGNATION -  A 175
 JE0444  PID         -  JE0444
 JE0444  STATE/COUNTY-  MO/BATES
 JE0444  USGS QUAD   -  PAPINVILLE (1991)
 JE0444
 JE0444                         *CURRENT SURVEY CONTROL
 JE0444  ___________________________________________________________________
 JE0444* NAD 83(1986)-  38 05 37.     (N)    094 13 40.     (W)     SCALED    
 JE0444* NAVD 88     -       230.252  (meters)     755.42   (feet)  ADJUSTED  
 JE0444  ___________________________________________________________________
 JE0444  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JE0444  DYNAMIC HT  -         230.082 (meters)     754.86  (feet)  COMP
 JE0444  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 JE0444
 JE0444  VERT ORDER  -  SECOND    CLASS 0
 JE0444
 JE0444.The horizontal coordinates were scaled from a topographic map and have
 JE0444.an estimated accuracy of +/- 6 seconds.
 JE0444
 JE0444.The orthometric height was determined by differential leveling
 JE0444.and adjusted by the National Geodetic Survey in June 1991..
 JE0444
 JE0444.The geoid height was determined by GEOID03.
 JE0444
 JE0444.The dynamic height is computed by dividing the NAVD 88
 JE0444.geopotential number by the normal gravity value computed on the
 JE0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0444.degrees latitude (g = 980.6199 gals.).
 JE0444
 JE0444.The modeled gravity was interpolated from observed gravity values.
 JE0444
 JE0444;                    North         East    Units  Estimated Accuracy
 JE0444;SPC MO W     -   213,880.      873,880.      MT  (+/- 180 meters Scaled)
 JE0444
 JE0444                          SUPERSEDED SURVEY CONTROL
 JE0444
 JE0444  NGVD 29 (??/??/92)  230.140  (m)          755.05   (f) ADJ UNCH    2 0
 JE0444
 JE0444.Superseded values are not recommended for survey control.
 JE0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0444.See file dsdata.txt to determine how the superseded data were derived.
 JE0444
 JE0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC923169(NAD 83)
 JE0444_MARKER: DB = BENCH MARK DISK
 JE0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0444_SP_SET: CULVERT
 JE0444_STAMPING: A 175 1945
 JE0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0444
 JE0444  HISTORY     - Date     Condition        Report By
 JE0444  HISTORY     - 1945     MONUMENTED       CGS
 JE0444  HISTORY     - 1963     GOOD             NGS
 JE0444
 JE0444                          STATION DESCRIPTION
 JE0444
 JE0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0444'4.1 MI NW FROM PRAIRIE CITY.
 JE0444'ABOUT 0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE EVANGELICAL
 JE0444'CHURCH AT PRAIRIE CITY, THENCE 2.7 MILES WEST ALONG A GRAVELED
 JE0444'ROAD, THENCE 1.0 MILE NORTH ALONG STATE ROAD N, THENCE 0.3 MILE
 JE0444'WEST ALONG STATE ROADS B AND 0, OR 0.5 MILE EAST ALONG PARK
 JE0444'AVENUE FROM THE MISSOURI PACIFIC RAILROAD STATION AT RICH HILL,
 JE0444'THENCE 0.1 MILE NORTH ALONG U.S. HIGHWAY 71, THENCE 7.2 MILES
 JE0444'EAST ALONG STATE ROAD B, IN SECTION 4, R 30 W, T 38 N, SET IN
 JE0444'THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 JE0444'CONCRETE CULVERT, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JE0444'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0467 ***********************************************************************
 JE0467  DESIGNATION -  A 176
 JE0467  PID         -  JE0467
 JE0467  STATE/COUNTY-  MO/ST CLAIR
 JE0467  USGS QUAD   -  ROCKVILLE (1991)
 JE0467
 JE0467                         *CURRENT SURVEY CONTROL
 JE0467  ___________________________________________________________________
 JE0467* NAD 83(1986)-  38 00 03.     (N)    094 01 19.     (W)     SCALED    
 JE0467* NAVD 88     -       222.778  (meters)     730.90   (feet)  POSTED    
 JE0467  ___________________________________________________________________
 JE0467  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE0467  DYNAMIC HT  -         222.610 (meters)     730.35  (feet)  COMP
 JE0467  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 JE0467
 JE0467  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JE0467
 JE0467.The horizontal coordinates were scaled from a topographic map and have
 JE0467.an estimated accuracy of +/- 6 seconds.
 JE0467
 JE0467.The orthometric height was determined by differential leveling
 JE0467.and adjusted by the National Geodetic Survey in 1992..
 JE0467.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JE0467.rate of 4.1 thru 8.0 mm/km.
 JE0467
 JE0467.The geoid height was determined by GEOID03.
 JE0467
 JE0467.The dynamic height is computed by dividing the NAVD 88
 JE0467.geopotential number by the normal gravity value computed on the
 JE0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0467.degrees latitude (g = 980.6199 gals.).
 JE0467
 JE0467.The modeled gravity was interpolated from observed gravity values.
 JE0467
 JE0467;                    North         East    Units  Estimated Accuracy
 JE0467;SPC MO W     -   203,650.      891,990.      MT  (+/- 180 meters Scaled)
 JE0467
 JE0467                          SUPERSEDED SURVEY CONTROL
 JE0467
 JE0467  NGVD 29 (??/??/92)  222.67   (m)          730.5    (f) COMPUTED    2 0
 JE0467
 JE0467.Superseded values are not recommended for survey control.
 JE0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0467.See file dsdata.txt to determine how the superseded data were derived.
 JE0467
 JE0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC102064(NAD 83)
 JE0467_MARKER: DB = BENCH MARK DISK
 JE0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0467_SP_SET: BRIDGE
 JE0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0467
 JE0467  HISTORY     - Date     Condition        Report By
 JE0467  HISTORY     - 1945     MONUMENTED       CGS
 JE0467  HISTORY     - 1962     MARK NOT FOUND   NGS
 JE0467
 JE0467                          STATION DESCRIPTION
 JE0467
 JE0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0467'6.3 MI E FROM SCHELL CITY.
 JE0467'FROM THE MISSOURI KANSAS TEXAS RAILROAD STATION AT SCHELL CITY
 JE0467'GO SOUTH 0.6 MILE ALONG A GRAVEL ROAD TO THE INTERSECTION OF
 JE0467'A GRAVEL ROAD RUNNING EAST, THENCE EAST 3.0 MILES ALONG A GRAVEL
 JE0467'ROAD TO ITS INTERSECTION WITH THE COUNTY LINE ROAD NEAR TRIANGLE
 JE0467'RANCH, THENCE SOUTH 0.6 MILE TO A SMALL DIRT ROAD TAKING OFF
 JE0467'TO THE EAST, THENCE EAST 2.1 MILES ALONG SOME DIRT AND GRAVEL
 JE0467'ROADS WITH SMALL TURNS THROUGH WOODS AND HILLS TO AN 8 FOOT
 JE0467'WOODEN BRIDGE NEAR THE WEST END OF A SMALL GRADE AND NORTH CURVE
 JE0467'IN THE ROAD.  A BRONZE DISK SET IN THE TOP OF THE WEST CONCRETE
 JE0467'ABUTMENT AT ITS SOUTH END, 5 FEET SOUTH OF AND LEVEL WITH THE
 JE0467'CENTERLINE OF THE ROAD.
 JE0467
 JE0467                          STATION RECOVERY (1962)
 JE0467
 JE0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JE0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0872 ***********************************************************************
 HD0872  DESIGNATION -  A 177
 HD0872  PID         -  HD0872
 HD0872  STATE/COUNTY-  MO/ST CLAIR
 HD0872  USGS QUAD   -  ROSCOE (1991)
 HD0872
 HD0872                         *CURRENT SURVEY CONTROL
 HD0872  ___________________________________________________________________
 HD0872* NAD 83(1986)-  37 58 20.     (N)    093 48 31.     (W)     SCALED    
 HD0872* NAVD 88     -       224.475  (meters)     736.47   (feet)  ADJUSTED  
 HD0872  ___________________________________________________________________
 HD0872  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HD0872  DYNAMIC HT  -         224.309 (meters)     735.92  (feet)  COMP
 HD0872  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 HD0872
 HD0872  VERT ORDER  -  SECOND    CLASS 0
 HD0872
 HD0872.The horizontal coordinates were scaled from a topographic map and have
 HD0872.an estimated accuracy of +/- 6 seconds.
 HD0872
 HD0872.The orthometric height was determined by differential leveling
 HD0872.and adjusted by the National Geodetic Survey in June 1991..
 HD0872
 HD0872.The geoid height was determined by GEOID03.
 HD0872
 HD0872.The dynamic height is computed by dividing the NAVD 88
 HD0872.geopotential number by the normal gravity value computed on the
 HD0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0872.degrees latitude (g = 980.6199 gals.).
 HD0872
 HD0872.The modeled gravity was interpolated from observed gravity values.
 HD0872
 HD0872;                    North         East    Units  Estimated Accuracy
 HD0872;SPC MO W     -   200,590.      910,750.      MT  (+/- 180 meters Scaled)
 HD0872
 HD0872                          SUPERSEDED SURVEY CONTROL
 HD0872
 HD0872  NGVD 29 (??/??/92)  224.365  (m)          736.10   (f) ADJ UNCH    2 0
 HD0872
 HD0872.Superseded values are not recommended for survey control.
 HD0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0872.See file dsdata.txt to determine how the superseded data were derived.
 HD0872
 HD0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC289030(NAD 83)
 HD0872_MARKER: DB = BENCH MARK DISK
 HD0872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0872_SP_SET: CULVERT
 HD0872_STAMPING: A 177 1945
 HD0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0872
 HD0872  HISTORY     - Date     Condition        Report By
 HD0872  HISTORY     - 1945     MONUMENTED       CGS
 HD0872  HISTORY     - 1962     GOOD             NGS
 HD0872
 HD0872                          STATION DESCRIPTION
 HD0872
 HD0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0872'AT ROSCOE.
 HD0872'80 YARDS EAST OF THE JUNCTION OF HIGHWAY 82 AND COUNTY ROAD E,
 HD0872'IN SECTION 17, T 37 N, R 26 W, 17 FEET SOUTH OF THE CENTER
 HD0872'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 HD0872'THE CENTER OF THE TOP OF THE SOUTH HEADWALL OF A DOUBLE CHANNEL
 HD0872'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1547 ***********************************************************************
 HD1547  DESIGNATION -  A 177 RESET
 HD1547  PID         -  HD1547
 HD1547  STATE/COUNTY-  MO/ST CLAIR
 HD1547  USGS QUAD   -  ROSCOE (1991)
 HD1547
 HD1547                         *CURRENT SURVEY CONTROL
 HD1547  ___________________________________________________________________
 HD1547* NAD 83(1986)-  37 58 20.     (N)    093 48 31.     (W)     SCALED    
 HD1547* NAVD 88     -       223.52   (meters)     733.3    (feet)  RESET     
 HD1547  ___________________________________________________________________
 HD1547  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HD1547
 HD1547  VERT ORDER  -  THIRD
 HD1547
 HD1547.The horizontal coordinates were scaled from a topographic map and have
 HD1547.an estimated accuracy of +/- 6 seconds.
 HD1547
 HD1547.The orthometric height was computed from unverified reset data.
 HD1547.No vertical observational check was made to the station.
 HD1547
 HD1547.The geoid height was determined by GEOID03.
 HD1547
 HD1547;                    North         East    Units  Estimated Accuracy
 HD1547;SPC MO W     -   200,590.      910,750.      MT  (+/- 180 meters Scaled)
 HD1547
 HD1547                          SUPERSEDED SURVEY CONTROL
 HD1547
 HD1547  NGVD 29 (02/22/06)  223.41   (m)          733.0    (f) RESET       3  
 HD1547
 HD1547.Superseded values are not recommended for survey control.
 HD1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1547.See file dsdata.txt to determine how the superseded data were derived.
 HD1547
 HD1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC289030(NAD 83)
 HD1547_MARKER: DB = BENCH MARK DISK
 HD1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1547_SP_SET: CONCRETE POST
 HD1547_STAMPING: A 177 RESET 1976
 HD1547_MARK LOGO: NGS   
 HD1547_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1547+STABILITY: SURFACE MOTION
 HD1547
 HD1547  HISTORY     - Date     Condition        Report By
 HD1547  HISTORY     - 1976     MONUMENTED       NGS
 HD1547
 HD1547                          STATION DESCRIPTION
 HD1547
 HD1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HD1547'IN ROSCOE, AT THE JUNCTION OF STATE HIGHWAY 82 AND COUNTY ROAD E, 6.0
 HD1547'FEET SOUTH OF POWERPOLE, 28.0 FEET WEST OF CENTERLINE OF COUNTY ROAD
 HD1547'E, AND 0.05 MILE NORTH OF INTERSECTION OF STATE HIGHWAY 82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0623 ***********************************************************************
 HD0623  DESIGNATION -  A 178
 HD0623  PID         -  HD0623
 HD0623  STATE/COUNTY-  MO/POLK
 HD0623  USGS QUAD   -  BOLIVAR (1981)
 HD0623
 HD0623                         *CURRENT SURVEY CONTROL
 HD0623  ___________________________________________________________________
 HD0623* NAD 83(1986)-  37 37 13.     (N)    093 23 54.     (W)     SCALED    
 HD0623* NAVD 88     -       317.204  (meters)    1040.69   (feet)  ADJUSTED  
 HD0623  ___________________________________________________________________
 HD0623  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HD0623  DYNAMIC HT  -         316.963 (meters)    1039.90  (feet)  COMP
 HD0623  MODELED GRAV-     979,861.6   (mgal)                       NAVD 88
 HD0623
 HD0623  VERT ORDER  -  SECOND    CLASS 0
 HD0623
 HD0623.The horizontal coordinates were scaled from a topographic map and have
 HD0623.an estimated accuracy of +/- 6 seconds.
 HD0623
 HD0623.The orthometric height was determined by differential leveling
 HD0623.and adjusted by the National Geodetic Survey in June 1991..
 HD0623
 HD0623.The geoid height was determined by GEOID03.
 HD0623
 HD0623.The dynamic height is computed by dividing the NAVD 88
 HD0623.geopotential number by the normal gravity value computed on the
 HD0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0623.degrees latitude (g = 980.6199 gals.).
 HD0623
 HD0623.The modeled gravity was interpolated from observed gravity values.
 HD0623
 HD0623;                    North         East    Units  Estimated Accuracy
 HD0623;SPC MO C     -   198,670.      420,700.      MT  (+/- 180 meters Scaled)
 HD0623
 HD0623                          SUPERSEDED SURVEY CONTROL
 HD0623
 HD0623  NGVD 29 (??/??/92)  317.091  (m)         1040.32   (f) ADJ UNCH    2 0
 HD0623
 HD0623.Superseded values are not recommended for survey control.
 HD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0623.See file dsdata.txt to determine how the superseded data were derived.
 HD0623
 HD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB648637(NAD 83)
 HD0623_MARKER: DB = BENCH MARK DISK
 HD0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0623_SP_SET: CULVERT
 HD0623_STAMPING: A 178 1945
 HD0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0623
 HD0623  HISTORY     - Date     Condition        Report By
 HD0623  HISTORY     - 1945     MONUMENTED       CGS
 HD0623  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 HD0623
 HD0623                          STATION DESCRIPTION
 HD0623
 HD0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0623'1.1 MI NE FROM BOLIVAR.
 HD0623'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK
 HD0623'COUNTY, ALONG STATE HIGHWAY NO. 64, THENCE 0.4 MILE NORTH ALONG
 HD0623'COUNTY HIGHWAY D, TO SITE OF MARK, 200 YARDS NORTH OF A MOBILGAS
 HD0623'SERVICE STATION, 16.0 FEET EAST AND LEVEL WITH THE CENTERLINE
 HD0623'OF THE HIGHWAY, ON TOP OF THE NORTH END OF THE EAST HEADWALL OF
 HD0623'A 4- BY-5 INCH CONCRETE CULVERT.  A BRONZE DISK, STAMPED A 178
 HD0623'1945 AND SET IN A DRILL HOLE IN CONCRETE.
 HD0623
 HD0623                          STATION RECOVERY (2004)
 HD0623
 HD0623'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 HD0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0591 ***********************************************************************
 HD0591  DESIGNATION -  A 179
 HD0591  PID         -  HD0591
 HD0591  STATE/COUNTY-  MO/HICKORY
 HD0591  USGS QUAD   -  ELKTON (1991)
 HD0591
 HD0591                         *CURRENT SURVEY CONTROL
 HD0591  ___________________________________________________________________
 HD0591* NAD 83(1986)-  37 52 10.     (N)    093 23 44.     (W)     SCALED    
 HD0591* NAVD 88     -       280.651  (meters)     920.77   (feet)  ADJUSTED  
 HD0591  ___________________________________________________________________
 HD0591  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HD0591  DYNAMIC HT  -         280.442 (meters)     920.08  (feet)  COMP
 HD0591  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 HD0591
 HD0591  VERT ORDER  -  SECOND    CLASS 0
 HD0591
 HD0591.The horizontal coordinates were scaled from a topographic map and have
 HD0591.an estimated accuracy of +/- 6 seconds.
 HD0591
 HD0591.The orthometric height was determined by differential leveling
 HD0591.and adjusted by the National Geodetic Survey in June 1991..
 HD0591
 HD0591.The geoid height was determined by GEOID03.
 HD0591
 HD0591.The dynamic height is computed by dividing the NAVD 88
 HD0591.geopotential number by the normal gravity value computed on the
 HD0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0591.degrees latitude (g = 980.6199 gals.).
 HD0591
 HD0591.The modeled gravity was interpolated from observed gravity values.
 HD0591
 HD0591;                    North         East    Units  Estimated Accuracy
 HD0591;SPC MO C     -   226,320.      421,210.      MT  (+/- 180 meters Scaled)
 HD0591
 HD0591                          SUPERSEDED SURVEY CONTROL
 HD0591
 HD0591  NGVD 29 (??/??/92)  280.539  (m)          920.40   (f) ADJ UNCH    2 0
 HD0591
 HD0591.Superseded values are not recommended for survey control.
 HD0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0591.See file dsdata.txt to determine how the superseded data were derived.
 HD0591
 HD0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB652914(NAD 83)
 HD0591_MARKER: DB = BENCH MARK DISK
 HD0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0591_STAMPING: A 179 1945
 HD0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0591+STABILITY: SURFACE MOTION
 HD0591
 HD0591  HISTORY     - Date     Condition        Report By
 HD0591  HISTORY     - 1945     MONUMENTED       CGS
 HD0591
 HD0591                          STATION DESCRIPTION
 HD0591
 HD0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0591'2.8 MI NE FROM HICKORY.
 HD0591'1.5 MILES NORTH FROM THE CHRISTIAN CHURCH AT ELKTON, HICKORY
 HD0591'COUNTY, ALONG STATE HIGHWAY NO. 83, THENCE 0.2 MILE EAST ALONG A
 HD0591'DIRT ROAD, 0.3 MILE SOUTH ALONG A DIRT ROAD, 0.8 MILE EAST ALONG
 HD0591'ANOTHER DIRT ROAD, TO SITE OF MARK, 17.6 FEET NORTH AND 1.0
 HD0591'FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, IN LINE WITH A FENCE
 HD0591'RUNNING SOUTH ON THE SOUTH SIDE OF THE ROAD, 1.0 FOOT NORTH OF A
 HD0591'FENCE AND 1.0 FOOT EAST OF A 4-BY-4 INCH MARKER POST.  A BRONZE
 HD0591'DISK, STAMPED A 179 1945 AND SET IN THE TOP OF A CONCRETE POST
 HD0591'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0325 ***********************************************************************
 LE0325  DESIGNATION -  A 18 RESET
 LE0325  PID         -  LE0325
 LE0325  STATE/COUNTY-  MO/GRUNDY
 LE0325  USGS QUAD   -  TRENTON EAST (1984)
 LE0325
 LE0325                         *CURRENT SURVEY CONTROL
 LE0325  ___________________________________________________________________
 LE0325* NAD 83(1986)-  40 04 34.     (N)    093 37 08.     (W)     SCALED    
 LE0325* NAVD 88     -       256.39   (meters)     841.2    (feet)  RESET     
 LE0325  ___________________________________________________________________
 LE0325  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LE0325
 LE0325  VERT ORDER  -  THIRD
 LE0325
 LE0325.The horizontal coordinates were scaled from a topographic map and have
 LE0325.an estimated accuracy of +/- 6 seconds.
 LE0325
 LE0325.The orthometric height was computed from unverified reset data.
 LE0325
 LE0325.The geoid height was determined by GEOID03.
 LE0325
 LE0325;                    North         East    Units  Estimated Accuracy
 LE0325;SPC MO C     -   471,500.      404,570.      MT  (+/- 180 meters Scaled)
 LE0325
 LE0325                          SUPERSEDED SURVEY CONTROL
 LE0325
 LE0325.No superseded survey control is available for this station.
 LE0325
 LE0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE472363(NAD 83)
 LE0325_MARKER: DB = BENCH MARK DISK
 LE0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0325_SP_SET: STEPS
 LE0325_STAMPING: A 18 RESET 1967
 LE0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0325
 LE0325  HISTORY     - Date     Condition        Report By
 LE0325  HISTORY     - 1967     MONUMENTED       CGS
 LE0325
 LE0325                          STATION DESCRIPTION
 LE0325
 LE0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LE0325'AT TRENTON.
 LE0325'AT TRENTON, TO THE NORTHEAST OF THE INTERSECTION OF ELEVENTH
 LE0325'AND CHESTNUT STREETS, IN FRONT OF THE POST OFFICE, IN THE TOP
 LE0325'OF THE EAST END OF THE LOWER CONCRETE STEP.  THE MARK IS SET IN
 LE0325'A DRILL HOLE IN THE CONCRETE STEP AND IS FLUSH WITH THE TOP OF THE
 LE0325'STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1336 ***********************************************************************
 JD1336  DESIGNATION -  A 180
 JD1336  PID         -  JD1336
 JD1336  STATE/COUNTY-  MO/BENTON
 JD1336  USGS QUAD   -  FRISTOE (1982)
 JD1336
 JD1336                         *CURRENT SURVEY CONTROL
 JD1336  ___________________________________________________________________
 JD1336* NAD 83(1986)-  38 04 34.     (N)    093 21 23.     (W)     SCALED    
 JD1336* NAVD 88     -       220.448  (meters)     723.25   (feet)  ADJUSTED  
 JD1336  ___________________________________________________________________
 JD1336  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JD1336  DYNAMIC HT  -         220.288 (meters)     722.73  (feet)  COMP
 JD1336  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 JD1336
 JD1336  VERT ORDER  -  SECOND    CLASS 0
 JD1336
 JD1336.The horizontal coordinates were scaled from a topographic map and have
 JD1336.an estimated accuracy of +/- 6 seconds.
 JD1336
 JD1336.The orthometric height was determined by differential leveling
 JD1336.and adjusted by the National Geodetic Survey in June 1991..
 JD1336
 JD1336.The geoid height was determined by GEOID03.
 JD1336
 JD1336.The dynamic height is computed by dividing the NAVD 88
 JD1336.geopotential number by the normal gravity value computed on the
 JD1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1336.degrees latitude (g = 980.6199 gals.).
 JD1336
 JD1336.The modeled gravity was interpolated from observed gravity values.
 JD1336
 JD1336;                    North         East    Units  Estimated Accuracy
 JD1336;SPC MO C     -   249,230.      424,860.      MT  (+/- 180 meters Scaled)
 JD1336
 JD1336                          SUPERSEDED SURVEY CONTROL
 JD1336
 JD1336  NGVD 29 (??/??/92)  220.333  (m)          722.88   (f) ADJ UNCH    2 0
 JD1336
 JD1336.Superseded values are not recommended for survey control.
 JD1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1336.See file dsdata.txt to determine how the superseded data were derived.
 JD1336
 JD1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC687143(NAD 83)
 JD1336_MARKER: DB = BENCH MARK DISK
 JD1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1336_STAMPING: A 180 1945
 JD1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1336+STABILITY: SURFACE MOTION
 JD1336
 JD1336  HISTORY     - Date     Condition        Report By
 JD1336  HISTORY     - 1945     MONUMENTED       CGS
 JD1336
 JD1336                          STATION DESCRIPTION
 JD1336
 JD1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JD1336'10.1 MI N FROM WHEATLAND.
 JD1336'TO REACH FROM THE POST OFFICE AT WHEATLAND GO 1 BLOCK EAST,
 JD1336'9.5 MILES NORTH ALONG HICKORY COUNTY HIGHWAY B, 0.6 MILE NORTH
 JD1336'ALONG A GRAVELED ROAD TO THE SITE OF THE MARK, 0.5 MILE NORTH
 JD1336'OF THE GENERAL STORE AND POST OFFICE AT AVERY, 34 YARDS NORTHWEST
 JD1336'OF THE NORTHWEST CORNER OF A BARN, 10 FEET WEST AND 1 FOOT
 JD1336'HIGHER THAN THE CENTERLINE OF THE ROAD, ON TOP OF THE NORTH
 JD1336'END OF THE WEST HEADWALL OF A 2-BY-12 FOOT CONCRETE CULVERT.
 JD1336'A STANDARD DISK, STAMPED A 180 1945 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0642 ***********************************************************************
 HD0642  DESIGNATION -  A 181
 HD0642  PID         -  HD0642
 HD0642  STATE/COUNTY-  MO/HICKORY
 HD0642  USGS QUAD   -  HERMITAGE (1982)
 HD0642
 HD0642                         *CURRENT SURVEY CONTROL
 HD0642  ___________________________________________________________________
 HD0642* NAD 83(1986)-  37 56 30.     (N)    093 17 38.     (W)     SCALED    
 HD0642* NAVD 88     -       284.794  (meters)     934.36   (feet)  ADJUSTED  
 HD0642  ___________________________________________________________________
 HD0642  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HD0642  DYNAMIC HT  -         284.586 (meters)     933.68  (feet)  COMP
 HD0642  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 HD0642
 HD0642  VERT ORDER  -  SECOND    CLASS 0
 HD0642
 HD0642.The horizontal coordinates were scaled from a topographic map and have
 HD0642.an estimated accuracy of +/- 6 seconds.
 HD0642
 HD0642.The orthometric height was determined by differential leveling
 HD0642.and adjusted by the National Geodetic Survey in June 1991..
 HD0642
 HD0642.The geoid height was determined by GEOID03.
 HD0642
 HD0642.The dynamic height is computed by dividing the NAVD 88
 HD0642.geopotential number by the normal gravity value computed on the
 HD0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0642.degrees latitude (g = 980.6199 gals.).
 HD0642
 HD0642.The modeled gravity was interpolated from observed gravity values.
 HD0642
 HD0642;                    North         East    Units  Estimated Accuracy
 HD0642;SPC MO C     -   234,260.      430,220.      MT  (+/- 180 meters Scaled)
 HD0642
 HD0642                          SUPERSEDED SURVEY CONTROL
 HD0642
 HD0642  NGVD 29 (??/??/92)  284.685  (m)          934.00   (f) ADJ UNCH    2 0
 HD0642
 HD0642.Superseded values are not recommended for survey control.
 HD0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0642.See file dsdata.txt to determine how the superseded data were derived.
 HD0642
 HD0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB741993(NAD 83)
 HD0642_MARKER: DB = BENCH MARK DISK
 HD0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0642_SP_SET: CULVERT
 HD0642_STAMPING: A 181 1945
 HD0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0642
 HD0642  HISTORY     - Date     Condition        Report By
 HD0642  HISTORY     - 1945     MONUMENTED       CGS
 HD0642  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 HD0642
 HD0642                          STATION DESCRIPTION
 HD0642
 HD0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0642'1.5 MI E FROM HERMITAGE.
 HD0642'0.1 MILE NORTH FROM THE COURTHOUSE AT HERMITAGE, HICKORY COUNTY,
 HD0642'ALONG COUNTY HIGHWAY K, THENCE 1.4 MILES EAST ALONG U.S. HIGHWAY
 HD0642'NO. 54, 70 YARDS WEST OF A PRIVATE DRIVE LEADING NORTHEAST FROM
 HD0642'THE HIGHWAY, 30 FEET SOUTH AND 8 FEET LOWER THAN THE CENTERLINE OF
 HD0642'THE HIGHWAY ON TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 HD0642'3-BY-4-INCH CONCRETE CULVERT.  AN IRON DISK, STAMPED A 181 1945
 HD0642'AND SET IN A DRILL HOLE IN CONCRETE.
 HD0642
 HD0642                          STATION RECOVERY (1999)
 HD0642
 HD0642'RECOVERY NOTE BY US POWER SQUADRON 1999
 HD0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4267 ***********************************************************************
 AA4267  DESIGNATION -  A 182 RESET
 AA4267  PID         -  AA4267
 AA4267  STATE/COUNTY-  MO/CASS
 AA4267  USGS QUAD   -  GARDEN CITY (1954)
 AA4267
 AA4267                         *CURRENT SURVEY CONTROL
 AA4267  ___________________________________________________________________
 AA4267* NAD 83(1986)-  38 35 13.     (N)    094 13 51.     (W)     SCALED    
 AA4267* NAVD 88     -       271.79   (+/-2cm)     891.7    (feet)  VERTCON   
 AA4267  ___________________________________________________________________
 AA4267  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 AA4267
 AA4267  VERT ORDER  -  THIRD (See Below)
 AA4267
 AA4267.The horizontal coordinates were scaled from a topographic map and have
 AA4267.an estimated accuracy of +/- 6 seconds.
 AA4267
 AA4267.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4267.The vertical order pertains to the NGVD 29 superseded value.
 AA4267
 AA4267.The geoid height was determined by GEOID03.
 AA4267
 AA4267;                    North         East    Units  Estimated Accuracy
 AA4267;SPC MO W     -   268,630.      873,450.      MT  (+/- 180 meters Scaled)
 AA4267
 AA4267                          SUPERSEDED SURVEY CONTROL
 AA4267
 AA4267  NGVD 29 (02/22/06)  271.66   (m)          891.3    (f) RESET       3  
 AA4267
 AA4267.Superseded values are not recommended for survey control.
 AA4267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4267.See file dsdata.txt to determine how the superseded data were derived.
 AA4267
 AA4267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC928716(NAD 83)
 AA4267_MARKER: DV = VERTICAL CONTROL DISK
 AA4267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA4267_SP_SET: CULVERT HEADWALL
 AA4267_STAMPING: A 182 RESET 1990
 AA4267_MARK LOGO: NGS   
 AA4267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4267+STABILITY: SURFACE MOTION
 AA4267
 AA4267  HISTORY     - Date     Condition        Report By
 AA4267  HISTORY     - 1990     MONUMENTED       MOHC
 AA4267  HISTORY     - 20060526 GOOD             INDIV
 AA4267
 AA4267                          STATION DESCRIPTION
 AA4267
 AA4267'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1990 (GK)
 AA4267'ABOUT 0.2 MILES (0.3 KM) NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 AA4267'SCHOOL IN GARDEN CITY, THENCE 2.55 MILES (4.10 KM) NORTHWEST ALONG
 AA4267'STATE HIGHWAY 7, 250 FEET (76.2 M) WEST OF AND ACROSS THE HIGHWAY FROM
 AA4267'BENCH MARK Y 255 AT A ROAD INTERSECTION, 18 1/2 FEET SOUTHWEST OF THE
 AA4267'CENTERLINE OF THE HIGHWAY, A BRASS PLATE IN CULVERT HEADWALL 100 FEET
 AA4267'(30.5 M) RIGHT OF STATION 363+10.
 AA4267
 AA4267                          STATION RECOVERY (2006)
 AA4267
 AA4267'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 AA4267'THE MARKER IS LOCATED 0.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AA4267'CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0382 ***********************************************************************
 JE0382  DESIGNATION -  A 183
 JE0382  PID         -  JE0382
 JE0382  STATE/COUNTY-  MO/VERNON
 JE0382  USGS QUAD   -  ROCKVILLE (1991)
 JE0382
 JE0382                         *CURRENT SURVEY CONTROL
 JE0382  ___________________________________________________________________
 JE0382* NAD 83(1986)-  38 01 58.     (N)    094 06 24.     (W)     SCALED    
 JE0382* NAVD 88     -       223.214  (meters)     732.33   (feet)  ADJUSTED  
 JE0382  ___________________________________________________________________
 JE0382  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JE0382  DYNAMIC HT  -         223.049 (meters)     731.79  (feet)  COMP
 JE0382  MODELED GRAV-     979,885.8   (mgal)                       NAVD 88
 JE0382
 JE0382  VERT ORDER  -  SECOND    CLASS 0
 JE0382
 JE0382.The horizontal coordinates were scaled from a topographic map and have
 JE0382.an estimated accuracy of +/- 6 seconds.
 JE0382
 JE0382.The orthometric height was determined by differential leveling
 JE0382.and adjusted by the National Geodetic Survey in June 1991..
 JE0382
 JE0382.The geoid height was determined by GEOID03.
 JE0382
 JE0382.The dynamic height is computed by dividing the NAVD 88
 JE0382.geopotential number by the normal gravity value computed on the
 JE0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0382.degrees latitude (g = 980.6199 gals.).
 JE0382
 JE0382.The modeled gravity was interpolated from observed gravity values.
 JE0382
 JE0382;                    North         East    Units  Estimated Accuracy
 JE0382;SPC MO W     -   207,160.      884,530.      MT  (+/- 180 meters Scaled)
 JE0382
 JE0382                          SUPERSEDED SURVEY CONTROL
 JE0382
 JE0382  NGVD 29 (??/??/92)  223.111  (m)          731.99   (f) ADJ UNCH    2 0
 JE0382
 JE0382.Superseded values are not recommended for survey control.
 JE0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0382.See file dsdata.txt to determine how the superseded data were derived.
 JE0382
 JE0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC028100(NAD 83)
 JE0382_MARKER: DB = BENCH MARK DISK
 JE0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0382_STAMPING: A 183 1945
 JE0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0382+STABILITY: SURFACE MOTION
 JE0382
 JE0382  HISTORY     - Date     Condition        Report By
 JE0382  HISTORY     - 1945     MONUMENTED       CGS
 JE0382  HISTORY     - 1962     GOOD             NGS
 JE0382  HISTORY     - 19880211 MARK NOT FOUND   USPSQD
 JE0382
 JE0382                          STATION DESCRIPTION
 JE0382
 JE0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JE0382'1.2 MI N FROM SCHELL CITY.
 JE0382'ABOUT 1.15 MILES NORTH ALONG THE MISSOURI, KANSAS AND TEXAS
 JE0382'RAILROAD FROM THE POST OFFICE AT SCHELL CITY, OR 3.0 MILES
 JE0382'SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 JE0382'THE STATION AT ROCKVILLE, IN SECTION 27, T 38 N, R 29 W, 16
 JE0382'POLES SOUTH OF MILEPOST 297, AT A CROSSING OF THE RAILROAD AND
 JE0382'A PRIVATE ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JE0382'41 FEET WEST OF THE WEST RAIL, 10 1/2 FEET SOUTHWEST OF A
 JE0382'TELEPHONE POLE 2 FEET EAST OF A FENCE, 1.0 FOOT EAST OF A METAL
 JE0382'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS, AND
 JE0382'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JE0382
 JE0382                          STATION RECOVERY (1988)
 JE0382
 JE0382'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JE0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1822 ***********************************************************************
 JD1822  DESIGNATION -  A 184
 JD1822  PID         -  JD1822
 JD1822  STATE/COUNTY-  MO/JOHNSON
 JD1822  USGS QUAD   -  CENTERVIEW (1954)
 JD1822
 JD1822                         *CURRENT SURVEY CONTROL
 JD1822  ___________________________________________________________________
 JD1822* NAD 83(1986)-  38 44 40.     (N)    093 50 24.     (W)     SCALED    
 JD1822* NAVD 88     -       265.624  (meters)     871.47   (feet)  ADJUSTED  
 JD1822  ___________________________________________________________________
 JD1822  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1822  DYNAMIC HT  -         265.443 (meters)     870.87  (feet)  COMP
 JD1822  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 JD1822
 JD1822  VERT ORDER  -  FIRST     CLASS II
 JD1822
 JD1822.The horizontal coordinates were scaled from a topographic map and have
 JD1822.an estimated accuracy of +/- 6 seconds.
 JD1822
 JD1822.The orthometric height was determined by differential leveling
 JD1822.and adjusted by the National Geodetic Survey in June 1991..
 JD1822
 JD1822.The geoid height was determined by GEOID03.
 JD1822
 JD1822.The dynamic height is computed by dividing the NAVD 88
 JD1822.geopotential number by the normal gravity value computed on the
 JD1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1822.degrees latitude (g = 980.6199 gals.).
 JD1822
 JD1822.The modeled gravity was interpolated from observed gravity values.
 JD1822
 JD1822;                    North         East    Units  Estimated Accuracy
 JD1822;SPC MO W     -   286,290.      907,380.      MT  (+/- 180 meters Scaled)
 JD1822
 JD1822                          SUPERSEDED SURVEY CONTROL
 JD1822
 JD1822  NGVD 29 (??/??/92)  265.526  (m)          871.15   (f) ADJ UNCH    1 2
 JD1822
 JD1822.Superseded values are not recommended for survey control.
 JD1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1822.See file dsdata.txt to determine how the superseded data were derived.
 JD1822
 JD1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC270887(NAD 83)
 JD1822_MARKER: DB = BENCH MARK DISK
 JD1822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1822_SP_SET: PILLAR
 JD1822_STAMPING: A 184 1945
 JD1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1822
 JD1822  HISTORY     - Date     Condition        Report By
 JD1822  HISTORY     - 1945     MONUMENTED       CGS
 JD1822  HISTORY     - 1963     GOOD             NGS
 JD1822  HISTORY     - 19990519 POOR             LOCSUR
 JD1822
 JD1822                          STATION DESCRIPTION
 JD1822
 JD1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1822'8.6 MI E FROM HOLDEN.
 JD1822'ABOUT 8.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1822'STATION AT HOLDEN, OR 5.5 MILES WEST ALONG THE MISSOURI PACIFIC
 JD1822'RAILROAD FROM THE STATION AT WARRENSBURG, SET VERTICALLY IN THE
 JD1822'SOUTH FACE OF THE NORTHEAST CONCRETE PILLAR OF THE STATE HIGHWAY
 JD1822'58 OVERPASS, 20 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET
 JD1822'ABOVE THE LEVEL OF THE TRACK.
 JD1822
 JD1822                          STATION RECOVERY (1999)
 JD1822
 JD1822'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999
 JD1822'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0643 ***********************************************************************
 JD0643  DESIGNATION -  A 186
 JD0643  PID         -  JD0643
 JD0643  STATE/COUNTY-  MO/PETTIS
 JD0643  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0643
 JD0643                         *CURRENT SURVEY CONTROL
 JD0643  ___________________________________________________________________
 JD0643* NAD 83(1986)-  38 41 07.     (N)    093 04 27.     (W)     SCALED    
 JD0643* NAVD 88     -       265.479  (meters)     870.99   (feet)  ADJUSTED  
 JD0643  ___________________________________________________________________
 JD0643  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0643  DYNAMIC HT  -         265.299 (meters)     870.40  (feet)  COMP
 JD0643  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 JD0643
 JD0643  VERT ORDER  -  FIRST     CLASS II
 JD0643
 JD0643.The horizontal coordinates were scaled from a topographic map and have
 JD0643.an estimated accuracy of +/- 6 seconds.
 JD0643
 JD0643.The orthometric height was determined by differential leveling
 JD0643.and adjusted by the National Geodetic Survey in June 1991..
 JD0643.WARNING-Repeat measurements at this control monument indicate possible
 JD0643.vertical movement.
 JD0643
 JD0643.The geoid height was determined by GEOID03.
 JD0643
 JD0643.The dynamic height is computed by dividing the NAVD 88
 JD0643.geopotential number by the normal gravity value computed on the
 JD0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0643.degrees latitude (g = 980.6199 gals.).
 JD0643
 JD0643.The modeled gravity was interpolated from observed gravity values.
 JD0643
 JD0643;                    North         East    Units  Estimated Accuracy
 JD0643;SPC MO C     -   316,650.      450,050.      MT  (+/- 180 meters Scaled)
 JD0643
 JD0643                          SUPERSEDED SURVEY CONTROL
 JD0643
 JD0643  NGVD 29 (??/??/92)  265.374  (m)          870.65   (f) ADJ UNCH    1 2
 JD0643
 JD0643.Superseded values are not recommended for survey control.
 JD0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0643.See file dsdata.txt to determine how the superseded data were derived.
 JD0643
 JD0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC935818(NAD 83)
 JD0643_MARKER: DB = BENCH MARK DISK
 JD0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0643_STAMPING: A 186
 JD0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0643+STABILITY: SURFACE MOTION
 JD0643
 JD0643  HISTORY     - Date     Condition        Report By
 JD0643  HISTORY     - UNK      MONUMENTED       CGS
 JD0643  HISTORY     - 1963     GOOD             NGS
 JD0643
 JD0643                          STATION DESCRIPTION
 JD0643
 JD0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0643'1 MI E FROM SMITHTON.
 JD0643'ABOUT 1.0 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0643'THE STATION AT SMITHTON, 4 POLES EAST ACROSS THE TRACK FROM
 JD0643'MILEPOLE 181-30, 61.5 FEET SOUTHEAST OF THE CENTER OF A ROAD
 JD0643'CROSSING, 43.3 FEET SOUTH OF THE SOUTH RAIL, 41 FEET EAST OF
 JD0643'THE CENTERLINE OF THE ROAD, 20.5 FEET SOUTHEAST OF A TELEGRAPH
 JD0643'POLE, 16.5 FEET EAST OF A FENCE CORNER, 1.2 FEET WEST OF A WITNESS
 JD0643'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 JD0643'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0339 ***********************************************************************
 JD0339  DESIGNATION -  A 187
 JD0339  PID         -  JD0339
 JD0339  STATE/COUNTY-  MO/MONITEAU
 JD0339  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD0339
 JD0339                         *CURRENT SURVEY CONTROL
 JD0339  ___________________________________________________________________
 JD0339* NAD 83(1986)-  38 38 48.     (N)    092 37 22.     (W)     SCALED    
 JD0339* NAVD 88     -       274.897  (meters)     901.89   (feet)  ADJUSTED  
 JD0339  ___________________________________________________________________
 JD0339  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JD0339  DYNAMIC HT  -         274.712 (meters)     901.28  (feet)  COMP
 JD0339  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 JD0339
 JD0339  VERT ORDER  -  FIRST     CLASS II
 JD0339
 JD0339.The horizontal coordinates were scaled from a topographic map and have
 JD0339.an estimated accuracy of +/- 6 seconds.
 JD0339
 JD0339.The orthometric height was determined by differential leveling
 JD0339.and adjusted by the National Geodetic Survey in June 1991..
 JD0339
 JD0339.The geoid height was determined by GEOID03.
 JD0339
 JD0339.The dynamic height is computed by dividing the NAVD 88
 JD0339.geopotential number by the normal gravity value computed on the
 JD0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0339.degrees latitude (g = 980.6199 gals.).
 JD0339
 JD0339.The modeled gravity was interpolated from observed gravity values.
 JD0339
 JD0339;                    North         East    Units  Estimated Accuracy
 JD0339;SPC MO C     -   312,220.      489,310.      MT  (+/- 180 meters Scaled)
 JD0339
 JD0339                          SUPERSEDED SURVEY CONTROL
 JD0339
 JD0339  NGVD 29 (??/??/92)  274.803  (m)          901.58   (f) ADJ UNCH    1 2
 JD0339
 JD0339.Superseded values are not recommended for survey control.
 JD0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0339.See file dsdata.txt to determine how the superseded data were derived.
 JD0339
 JD0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC328776(NAD 83)
 JD0339_MARKER: DB = BENCH MARK DISK
 JD0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0339_STAMPING: A 187 1945
 JD0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0339+STABILITY: SURFACE MOTION
 JD0339
 JD0339  HISTORY     - Date     Condition        Report By
 JD0339  HISTORY     - 1945     MONUMENTED       CGS
 JD0339  HISTORY     - 1963     GOOD             NGS
 JD0339
 JD0339                          STATION DESCRIPTION
 JD0339
 JD0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0339'2.8 MI E FROM CLARKSBURG.
 JD0339'ABOUT 2.85 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0339'THE CROSSING OF COUNTY ROAD M AT CLARKSBURG, 2 POLES WEST OF
 JD0339'MILEPOLE 153-30, 78 FEET SOUTHEAST OF THE CENTER OF A ROAD
 JD0339'CROSSING, 44.8 FEET SOUTH OF THE SOUTH RAIL, 36.5 FEET EAST
 JD0339'OF THE CENTERLINE OF THE ROAD, 33 FEET WEST-SOUTHWEST OF A
 JD0339'TELEGRAPH POLE BRACED BY A GUY WIRE, 18.4 FEET EAST OF A FENCE
 JD0339'CORNER, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JD0339'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JD0339'POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0008 ***********************************************************************
 JD0008  DESIGNATION -  A 188
 JD0008  PID         -  JD0008
 JD0008  STATE/COUNTY-  MO/COLE
 JD0008  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0008
 JD0008                         *CURRENT SURVEY CONTROL
 JD0008  ___________________________________________________________________
 JD0008* NAD 83(1986)-  38 36 54.     (N)    092 14 52.     (W)     SCALED    
 JD0008* NAVD 88     -       178.179  (meters)     584.58   (feet)  ADJUSTED  
 JD0008  ___________________________________________________________________
 JD0008  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JD0008  DYNAMIC HT  -         178.060 (meters)     584.19  (feet)  COMP
 JD0008  MODELED GRAV-     979,957.2   (mgal)                       NAVD 88
 JD0008
 JD0008  VERT ORDER  -  FIRST     CLASS II
 JD0008
 JD0008.The horizontal coordinates were scaled from a topographic map and have
 JD0008.an estimated accuracy of +/- 6 seconds.
 JD0008
 JD0008.The orthometric height was determined by differential leveling
 JD0008.and adjusted by the National Geodetic Survey in June 1991..
 JD0008.WARNING-Repeat measurements at this control monument indicate possible
 JD0008.vertical movement.
 JD0008
 JD0008.The geoid height was determined by GEOID03.
 JD0008
 JD0008.The dynamic height is computed by dividing the NAVD 88
 JD0008.geopotential number by the normal gravity value computed on the
 JD0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0008.degrees latitude (g = 980.6199 gals.).
 JD0008
 JD0008.The modeled gravity was interpolated from observed gravity values.
 JD0008
 JD0008;                    North         East    Units  Estimated Accuracy
 JD0008;SPC MO C     -   308,720.      521,970.      MT  (+/- 180 meters Scaled)
 JD0008
 JD0008                          SUPERSEDED SURVEY CONTROL
 JD0008
 JD0008  NGVD 29 (??/??/92)  178.097  (m)          584.31   (f) ADJ UNCH    1 2
 JD0008
 JD0008.Superseded values are not recommended for survey control.
 JD0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0008.See file dsdata.txt to determine how the superseded data were derived.
 JD0008
 JD0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC654743(NAD 83)
 JD0008_MARKER: DB = BENCH MARK DISK
 JD0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0008_SP_SET: BRIDGE ABUTMENT
 JD0008_STAMPING: A 188 1945
 JD0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0008
 JD0008  HISTORY     - Date     Condition        Report By
 JD0008  HISTORY     - 1945     MONUMENTED       CGS
 JD0008  HISTORY     - 1963     GOOD             NGS
 JD0008
 JD0008                          STATION DESCRIPTION
 JD0008
 JD0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0008'4.6 MI E FROM ELSTON.
 JD0008'ABOUT 4.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0008'CROSSING OF COUNTY ROAD T AT ELSTON, 4 POLES EAST ACROSS THE
 JD0008'TRACK FROM MILEPOLE 130-30, NEAR A PRIVATE ROAD CROSSING, SET IN
 JD0008'THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 JD0008'RAILROAD BRIDGE NO 130.7, 4.5 FEET SOUTH OF THE SOUTH RAIL, 1.5
 JD0008'FEET NORTH OF THE SOUTH EDGE OF THE ABUTMENT, AND ABOUT LEVEL
 JD0008'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0710 ***********************************************************************
 JD0710  DESIGNATION -  A 189
 JD0710  PID         -  JD0710
 JD0710  STATE/COUNTY-  MO/SALINE
 JD0710  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0710
 JD0710                         *CURRENT SURVEY CONTROL
 JD0710  ___________________________________________________________________
 JD0710* NAD 83(1986)-  38 58 05.     (N)    093 26 19.     (W)     SCALED    
 JD0710* NAVD 88     -       207.289  (meters)     680.08   (feet)  ADJUSTED  
 JD0710  ___________________________________________________________________
 JD0710  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0710  DYNAMIC HT  -         207.156 (meters)     679.64  (feet)  COMP
 JD0710  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 JD0710
 JD0710  VERT ORDER  -  SECOND    CLASS 0
 JD0710
 JD0710.The horizontal coordinates were scaled from a topographic map and have
 JD0710.an estimated accuracy of +/- 6 seconds.
 JD0710
 JD0710.The orthometric height was determined by differential leveling
 JD0710.and adjusted by the National Geodetic Survey in June 1991..
 JD0710
 JD0710.The geoid height was determined by GEOID03.
 JD0710
 JD0710.The dynamic height is computed by dividing the NAVD 88
 JD0710.geopotential number by the normal gravity value computed on the
 JD0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0710.degrees latitude (g = 980.6199 gals.).
 JD0710
 JD0710.The modeled gravity was interpolated from observed gravity values.
 JD0710
 JD0710;                    North         East    Units  Estimated Accuracy
 JD0710;SPC MO C     -   348,300.      418,660.      MT  (+/- 180 meters Scaled)
 JD0710
 JD0710                          SUPERSEDED SURVEY CONTROL
 JD0710
 JD0710  NGVD 29 (??/??/92)  207.198  (m)          679.78   (f) ADJ UNCH    2 0
 JD0710
 JD0710.Superseded values are not recommended for survey control.
 JD0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0710.See file dsdata.txt to determine how the superseded data were derived.
 JD0710
 JD0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD620133(NAD 83)
 JD0710_MARKER: DB = BENCH MARK DISK
 JD0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0710_STAMPING: A 189 1946
 JD0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0710+STABILITY: SURFACE MOTION
 JD0710
 JD0710  HISTORY     - Date     Condition        Report By
 JD0710  HISTORY     - 1946     MONUMENTED       CGS
 JD0710  HISTORY     - 1962     GOOD             NGS
 JD0710
 JD0710                          STATION DESCRIPTION
 JD0710
 JD0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0710'1.2 MI W FROM SWEET SPRINGS.
 JD0710'ABOUT 1.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0710'THE STATION AT SWEET SPRINGS, 3 POLES EAST OF MILEPOLE 212+20,
 JD0710'37 FEET SOUTH OF THE SOUTH RAIL, 37 FEET EAST OF A NORTH-SOUTH
 JD0710'FENCE, 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A
 JD0710'WITNESS POST, ABOUT 8 FEET ABOVE THE TRACKS, AND SET IN THE TOP
 JD0710'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0077 ***********************************************************************
 LF0077  DESIGNATION -  A 19
 LF0077  PID         -  LF0077
 LF0077  STATE/COUNTY-  MO/GENTRY
 LF0077  USGS QUAD   -  ALBANY SOUTH (1985)
 LF0077
 LF0077                         *CURRENT SURVEY CONTROL
 LF0077  ___________________________________________________________________
 LF0077* NAD 83(1986)-  40 11 04.     (N)    094 17 39.     (W)     SCALED    
 LF0077* NAVD 88     -       286.269  (meters)     939.20   (feet)  ADJUSTED  
 LF0077  ___________________________________________________________________
 LF0077  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LF0077  DYNAMIC HT  -         286.113 (meters)     938.69  (feet)  COMP
 LF0077  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 LF0077
 LF0077  VERT ORDER  -  FIRST     CLASS II
 LF0077
 LF0077.The horizontal coordinates were scaled from a topographic map and have
 LF0077.an estimated accuracy of +/- 6 seconds.
 LF0077
 LF0077.The orthometric height was determined by differential leveling
 LF0077.and adjusted by the National Geodetic Survey in June 1991..
 LF0077
 LF0077.The geoid height was determined by GEOID03.
 LF0077
 LF0077.The dynamic height is computed by dividing the NAVD 88
 LF0077.geopotential number by the normal gravity value computed on the
 LF0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0077.degrees latitude (g = 980.6199 gals.).
 LF0077
 LF0077.The modeled gravity was interpolated from observed gravity values.
 LF0077
 LF0077;                    North         East    Units  Estimated Accuracy
 LF0077;SPC MO W     -   445,970.      867,530.      MT  (+/- 180 meters Scaled)
 LF0077
 LF0077                          SUPERSEDED SURVEY CONTROL
 LF0077
 LF0077  NGVD 29 (??/??/92)  286.202  (m)          938.98   (f) ADJ UNCH    1 2
 LF0077
 LF0077.Superseded values are not recommended for survey control.
 LF0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0077.See file dsdata.txt to determine how the superseded data were derived.
 LF0077
 LF0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE898490(NAD 83)
 LF0077_MARKER: DB = BENCH MARK DISK
 LF0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0077_STAMPING: A 19 1933
 LF0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0077+STABILITY: SURFACE MOTION
 LF0077
 LF0077  HISTORY     - Date     Condition        Report By
 LF0077  HISTORY     - 1933     MONUMENTED       CGS
 LF0077  HISTORY     - 1960     MARK NOT FOUND   NGS
 LF0077
 LF0077                          STATION DESCRIPTION
 LF0077
 LF0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0077'2 MI SE FROM EVONA.
 LF0077'2.0 MILES SOUTHEAST ALONG THE WABASH RAILWAY FROM EVONA, 23-1/2
 LF0077'POLES NORTHWEST OF MILEPOST 280, 8 FEET SOUTHEAST OF A PRIVATE
 LF0077'ROAD CROSSING, 12 FEET SOUTH OF THE TRACK, AND 38 FEET NORTH
 LF0077'OF A FENCE.  A STANDARD DISK, STAMPED A 19 1933 AND SET IN THE
 LF0077'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0479 ***********************************************************************
 JD0479  DESIGNATION -  A 190
 JD0479  PID         -  JD0479
 JD0479  STATE/COUNTY-  MO/COOPER
 JD0479  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0479
 JD0479                         *CURRENT SURVEY CONTROL
 JD0479  ___________________________________________________________________
 JD0479* NAD 83(1986)-  38 53 50.     (N)    092 57 43.     (W)     SCALED    
 JD0479* NAVD 88     -       191.573  (meters)     628.52   (feet)  ADJUSTED  
 JD0479  ___________________________________________________________________
 JD0479  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0479  DYNAMIC HT  -         191.450 (meters)     628.12  (feet)  COMP
 JD0479  MODELED GRAV-     979,980.8   (mgal)                       NAVD 88
 JD0479
 JD0479  VERT ORDER  -  SECOND    CLASS 0
 JD0479
 JD0479.The horizontal coordinates were scaled from a topographic map and have
 JD0479.an estimated accuracy of +/- 6 seconds.
 JD0479
 JD0479.The orthometric height was determined by differential leveling
 JD0479.and adjusted by the National Geodetic Survey in June 1991..
 JD0479
 JD0479.The geoid height was determined by GEOID03.
 JD0479
 JD0479.The dynamic height is computed by dividing the NAVD 88
 JD0479.geopotential number by the normal gravity value computed on the
 JD0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0479.degrees latitude (g = 980.6199 gals.).
 JD0479
 JD0479.The modeled gravity was interpolated from observed gravity values.
 JD0479
 JD0479;                    North         East    Units  Estimated Accuracy
 JD0479;SPC MO C     -   340,120.      459,930.      MT  (+/- 180 meters Scaled)
 JD0479
 JD0479                          SUPERSEDED SURVEY CONTROL
 JD0479
 JD0479  NGVD 29 (??/??/92)  191.495  (m)          628.26   (f) ADJ UNCH    2 0
 JD0479
 JD0479.Superseded values are not recommended for survey control.
 JD0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0479.See file dsdata.txt to determine how the superseded data were derived.
 JD0479
 JD0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD033053(NAD 83)
 JD0479_MARKER: DB = BENCH MARK DISK
 JD0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0479_SP_SET: BRIDGE
 JD0479_STAMPING: A 190 1946
 JD0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0479
 JD0479  HISTORY     - Date     Condition        Report By
 JD0479  HISTORY     - 1946     MONUMENTED       CGS
 JD0479  HISTORY     - 1963     GOOD             NGS
 JD0479
 JD0479                          STATION DESCRIPTION
 JD0479
 JD0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0479'5.3 MI NW FROM PILOT GROVE.
 JD0479'ABOUT 1.0 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE
 JD0479'MISSOURI KANSAS TEXAS RAILROAD STATION AT PILOT GROVE, THENCE
 JD0479'1.05 MILES WEST ALONG A GRADED ROAD, THENCE 1.65 MILES WEST
 JD0479'ALONG A TRACK ROAD, THENCE 1.6 MILES NORTH ALONG A GRADED
 JD0479'ROAD, ON THE INSIDE OF A CURVE IN THE ROAD, SET IN THE TOP OF
 JD0479'THE NORTHEAST END OF THE NORTH CONCRETE WING WALL OF A CONCRETE
 JD0479'BRIDGE OVER BRUSH CREEK, 9.5 FEET EAST OF THE CENTERLINE OF THE
 JD0479'ROAD, 9.0 FEET NORTHEAST OF THE NORTH END OF A STEEL GUARDRAIL,
 JD0479'1.4 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE WING WALL, AND
 JD0479'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1553 ***********************************************************************
 JD1553  DESIGNATION -  A 191
 JD1553  PID         -  JD1553
 JD1553  STATE/COUNTY-  MO/HENRY
 JD1553  USGS QUAD   -  LEESVILLE (1981)
 JD1553
 JD1553                         *CURRENT SURVEY CONTROL
 JD1553  ___________________________________________________________________
 JD1553* NAD 83(1986)-  38 18 36.     (N)    093 33 53.     (W)     SCALED    
 JD1553* NAVD 88     -       267.875  (meters)     878.85   (feet)  ADJUSTED  
 JD1553  ___________________________________________________________________
 JD1553  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JD1553  DYNAMIC HT  -         267.688 (meters)     878.24  (feet)  COMP
 JD1553  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 JD1553
 JD1553  VERT ORDER  -  SECOND    CLASS 0
 JD1553
 JD1553.The horizontal coordinates were scaled from a topographic map and have
 JD1553.an estimated accuracy of +/- 6 seconds.
 JD1553
 JD1553.The orthometric height was determined by differential leveling
 JD1553.and adjusted by the National Geodetic Survey in June 1991..
 JD1553
 JD1553.The geoid height was determined by GEOID03.
 JD1553
 JD1553.The dynamic height is computed by dividing the NAVD 88
 JD1553.geopotential number by the normal gravity value computed on the
 JD1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1553.degrees latitude (g = 980.6199 gals.).
 JD1553
 JD1553.The modeled gravity was interpolated from observed gravity values.
 JD1553
 JD1553;                    North         East    Units  Estimated Accuracy
 JD1553;SPC MO W     -   238,270.      931,800.      MT  (+/- 180 meters Scaled)
 JD1553
 JD1553                          SUPERSEDED SURVEY CONTROL
 JD1553
 JD1553  NGVD 29 (??/??/92)  267.747  (m)          878.43   (f) ADJ UNCH    2 0
 JD1553
 JD1553.Superseded values are not recommended for survey control.
 JD1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1553.See file dsdata.txt to determine how the superseded data were derived.
 JD1553
 JD1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC506403(NAD 83)
 JD1553_MARKER: DB = BENCH MARK DISK
 JD1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1553_STAMPING: A 191 1945
 JD1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1553+STABILITY: SURFACE MOTION
 JD1553
 JD1553  HISTORY     - Date     Condition        Report By
 JD1553  HISTORY     - 1945     MONUMENTED       CGS
 JD1553  HISTORY     - 1963     GOOD             NGS
 JD1553
 JD1553                          STATION DESCRIPTION
 JD1553
 JD1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1553'1 MI W FROM TIGHTWAD.
 JD1553'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 7 FROM THE SCHOOLHOUSE
 JD1553'AT TIGHTWAD, IN SECTION 27, T 41 N, R 24 W, 55 FEET NORTHEAST
 JD1553'OF THE CENTER OF A JUNCTION OF STATE HIGHWAY 7 AND A GRAVELED
 JD1553'ROAD LEADING SOUTH, 27 FEET NORTH OF THE CENTER LINE OF THE
 JD1553'HIGHWAY, 47 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 JD1553'LEADING NORTH, 3 1/2 FEET SOUTH OF A FENCE, 1.0 FOOT NORTH
 JD1553'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JD1553'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0179 ***********************************************************************
 HD0179  DESIGNATION -  A 192
 HD0179  PID         -  HD0179
 HD0179  STATE/COUNTY-  MO/PULASKI
 HD0179  USGS QUAD   -  WAYNESVILLE (1985)
 HD0179
 HD0179                         *CURRENT SURVEY CONTROL
 HD0179  ___________________________________________________________________
 HD0179* NAD 83(1986)-  37 49 16.     (N)    092 09 08.     (W)     SCALED    
 HD0179* NAVD 88     -       338.842  (meters)    1111.68   (feet)  ADJUSTED  
 HD0179  ___________________________________________________________________
 HD0179  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HD0179  DYNAMIC HT  -         338.586 (meters)    1110.84  (feet)  COMP
 HD0179  MODELED GRAV-     979,862.8   (mgal)                       NAVD 88
 HD0179
 HD0179  VERT ORDER  -  SECOND    CLASS 0
 HD0179
 HD0179.The horizontal coordinates were scaled from a topographic map and have
 HD0179.an estimated accuracy of +/- 6 seconds.
 HD0179
 HD0179.The orthometric height was determined by differential leveling
 HD0179.and adjusted by the National Geodetic Survey in June 1991..
 HD0179
 HD0179.The geoid height was determined by GEOID03.
 HD0179
 HD0179.The dynamic height is computed by dividing the NAVD 88
 HD0179.geopotential number by the normal gravity value computed on the
 HD0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0179.degrees latitude (g = 980.6199 gals.).
 HD0179
 HD0179.The modeled gravity was interpolated from observed gravity values.
 HD0179
 HD0179;                    North         East    Units  Estimated Accuracy
 HD0179;SPC MO C     -   220,640.      530,620.      MT  (+/- 180 meters Scaled)
 HD0179
 HD0179                          SUPERSEDED SURVEY CONTROL
 HD0179
 HD0179  NGVD 29 (??/??/92)  338.738  (m)         1111.34   (f) ADJ UNCH    2 0
 HD0179
 HD0179.Superseded values are not recommended for survey control.
 HD0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0179.See file dsdata.txt to determine how the superseded data were derived.
 HD0179
 HD0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB746863(NAD 83)
 HD0179_MARKER: DB = BENCH MARK DISK
 HD0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0179_SP_SET: CULVERT
 HD0179_STAMPING: A 192 1945
 HD0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0179
 HD0179  HISTORY     - Date     Condition        Report By
 HD0179  HISTORY     - 1945     MONUMENTED       CGS
 HD0179  HISTORY     - 1946     GOOD             NGS
 HD0179  HISTORY     - 1972     GOOD             NGS
 HD0179  HISTORY     - 1972     GOOD             NGS
 HD0179  HISTORY     - 20060725 MARK NOT FOUND   INDIV
 HD0179
 HD0179                          STATION DESCRIPTION
 HD0179
 HD0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0179'2.9 MI E FROM WAYNESVILLE.
 HD0179'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY NO. 66 FROM THE COURTHOUSE
 HD0179'AT WAYNESVILLE, ABOUT 0.1 MILE EAST OF A TILE GARAGE, 21 FEET
 HD0179'SOUTH OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE
 HD0179'NORTH TRAFFIC LANE OF THE HIGHWAY.  A BRONZE BENCH MARK DISC
 HD0179'SET IN THE TOP AND CENTER OF THE SOUTH HEADWALL OF A 2 FT X 2 FT
 HD0179'CONCRETE CULVERT.
 HD0179
 HD0179                          STATION RECOVERY (1972)
 HD0179
 HD0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HD0179'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE COURTHOUSE IN
 HD0179'WAYNESVILLE, ABOUT 0.1 MILE EAST OF A TILE GARAGE, 21 FEET SOUTH OF
 HD0179'AND ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF THE NORTH TRAFFIC LANE
 HD0179'OF THE HIGHWAY. A BRONZE BENCH MARK DISK SET IN THE TOP AND CENTER OF
 HD0179'THE SOUTH HEADWALL OF A 2X2 CONCRETE CULVERT.
 HD0179
 HD0179                          STATION RECOVERY (1972)
 HD0179
 HD0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HD0179'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE COURTHOUSE IN
 HD0179'WAYNESVILLE, ABOUT 0.1 MILE EAST OF A TILE GARAGE, 21 FEET SOUTH OF
 HD0179'AND ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF THE NORTH TRAFFIC LANE
 HD0179'OF THE HIGHWAY. A BRONZE BENCH MARK DISK SET IN THE TOP AND CENTER OF
 HD0179'THE SOUTH HEADWALL OF A 2X2 CONCRETE CULVERT.
 HD0179
 HD0179                          STATION RECOVERY (2006)
 HD0179
 HD0179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLT)
 HD0179'ORIGINAL MONUMENT LOST, SEE MODNR DATA SHEET A 192 RESET 1992
 HD0179' A PART OF WHICH READS AS FOLLOWS.
 HD0179'SPECIAL INFORMATION
 HD0179'THIS BENCH MARK WAS SET TO REPLACE A 192 RESET 1989 WHICH WAS
 HD0179'DESTROYED BY HIGHWAY CONSTRUCTION. BENCH MARK A 192 RESET 1989 WAS
 HD0179'SET TO REPLACE A 192 1930 WHICH WAS DESTROYED BY HIGHWAY
 HD0179'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0136 ***********************************************************************
 HD0136  DESIGNATION -  A 193
 HD0136  PID         -  HD0136
 HD0136  STATE/COUNTY-  MO/PULASKI
 HD0136  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0136
 HD0136                         *CURRENT SURVEY CONTROL
 HD0136  ___________________________________________________________________
 HD0136* NAD 83(1986)-  37 49 58.     (N)    092 22 12.     (W)     SCALED    
 HD0136* NAVD 88     -       315.941  (meters)    1036.55   (feet)  ADJUSTED  
 HD0136  ___________________________________________________________________
 HD0136  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HD0136  DYNAMIC HT  -         315.705 (meters)    1035.78  (feet)  COMP
 HD0136  MODELED GRAV-     979,873.2   (mgal)                       NAVD 88
 HD0136
 HD0136  VERT ORDER  -  SECOND    CLASS 0
 HD0136
 HD0136.The horizontal coordinates were scaled from a topographic map and have
 HD0136.an estimated accuracy of +/- 6 seconds.
 HD0136
 HD0136.The orthometric height was determined by differential leveling
 HD0136.and adjusted by the National Geodetic Survey in June 1991..
 HD0136
 HD0136.The geoid height was determined by GEOID03.
 HD0136
 HD0136.The dynamic height is computed by dividing the NAVD 88
 HD0136.geopotential number by the normal gravity value computed on the
 HD0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0136.degrees latitude (g = 980.6199 gals.).
 HD0136
 HD0136.The modeled gravity was interpolated from observed gravity values.
 HD0136
 HD0136;                    North         East    Units  Estimated Accuracy
 HD0136;SPC MO C     -   221,880.      511,440.      MT  (+/- 180 meters Scaled)
 HD0136
 HD0136                          SUPERSEDED SURVEY CONTROL
 HD0136
 HD0136  NGVD 29 (??/??/92)  315.838  (m)         1036.21   (f) ADJ UNCH    2 0
 HD0136
 HD0136.Superseded values are not recommended for survey control.
 HD0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0136.See file dsdata.txt to determine how the superseded data were derived.
 HD0136
 HD0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB554874(NAD 83)
 HD0136_MARKER: DB = BENCH MARK DISK
 HD0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0136_STAMPING: A 193 1945
 HD0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0136+STABILITY: SURFACE MOTION
 HD0136
 HD0136  HISTORY     - Date     Condition        Report By
 HD0136  HISTORY     - 1945     MONUMENTED       CGS
 HD0136  HISTORY     - 1946     GOOD             NGS
 HD0136
 HD0136                          STATION DESCRIPTION
 HD0136
 HD0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0136'3.7 MI SE FROM RICHLAND.
 HD0136'ABOUT 1.4 MILES NORTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 HD0136'RAILROAD FROM THE STATION AT RICHLAND, THENCE 2.3 MILES SOUTH
 HD0136'ALONG COUNTY HIGHWAY A, 219 FEET NORTHEAST OF THE NORTHEAST
 HD0136'CORNER OF A FARM HOUSE, 28 FEET WEST OF AND ABOUT LEVEL WITH THE
 HD0136'CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF THE RIGHT-OF-WAY
 HD0136'FENCE, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS
 HD0136'4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0106 ***********************************************************************
 HD0106  DESIGNATION -  A 194
 HD0106  PID         -  HD0106
 HD0106  STATE/COUNTY-  MO/LACLEDE
 HD0106  USGS QUAD   -  BROWNFIELD (1975)
 HD0106
 HD0106                         *CURRENT SURVEY CONTROL
 HD0106  ___________________________________________________________________
 HD0106* NAD 83(1986)-  37 40 37.     (N)    092 19 25.     (W)     SCALED    
 HD0106* NAVD 88     -       325.609  (meters)    1068.27   (feet)  ADJUSTED  
 HD0106  ___________________________________________________________________
 HD0106  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HD0106  DYNAMIC HT  -         325.358 (meters)    1067.45  (feet)  COMP
 HD0106  MODELED GRAV-     979,847.9   (mgal)                       NAVD 88
 HD0106
 HD0106  VERT ORDER  -  SECOND    CLASS 0
 HD0106
 HD0106.The horizontal coordinates were scaled from a topographic map and have
 HD0106.an estimated accuracy of +/- 6 seconds.
 HD0106
 HD0106.The orthometric height was determined by differential leveling
 HD0106.and adjusted by the National Geodetic Survey in June 1991..
 HD0106
 HD0106.The geoid height was determined by GEOID03.
 HD0106
 HD0106.The dynamic height is computed by dividing the NAVD 88
 HD0106.geopotential number by the normal gravity value computed on the
 HD0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0106.degrees latitude (g = 980.6199 gals.).
 HD0106
 HD0106.The modeled gravity was interpolated from observed gravity values.
 HD0106
 HD0106;                    North         East    Units  Estimated Accuracy
 HD0106;SPC MO C     -   204,590.      515,560.      MT  (+/- 180 meters Scaled)
 HD0106
 HD0106                          SUPERSEDED SURVEY CONTROL
 HD0106
 HD0106  NGVD 29 (??/??/92)  325.500  (m)         1067.91   (f) ADJ UNCH    2 0
 HD0106
 HD0106.Superseded values are not recommended for survey control.
 HD0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0106.See file dsdata.txt to determine how the superseded data were derived.
 HD0106
 HD0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB596701(NAD 83)
 HD0106_MARKER: DB = BENCH MARK DISK
 HD0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0106_STAMPING: A 194 1945
 HD0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0106+STABILITY: SURFACE MOTION
 HD0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0106+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 HD0106
 HD0106  HISTORY     - Date     Condition        Report By
 HD0106  HISTORY     - 1945     MONUMENTED       CGS
 HD0106  HISTORY     - 1946     GOOD             NGS
 HD0106  HISTORY     - 20060227 GOOD             MODNR
 HD0106
 HD0106                          STATION DESCRIPTION
 HD0106
 HD0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0106'8.1 MI NE FROM FALCON.
 HD0106'ABOUT 0.5 MILES WEST ALONG STATE HIGHWAY NO. 32 FROM THE POST
 HD0106'OFFICE AT FALCON, THENCE 4.3 MILES NORTH ALONG A GRAVEL ROAD,
 HD0106'THENCE 1.6 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.7 MILES
 HD0106'NORTHEAST ALONG A GRAVEL ROAD, AND ABOUT 0.7 MILE NORTHEAST
 HD0106'OF THE BROWNFIELD SCHOOL, 40 FEET NORTHWEST OF AND ACROSS
 HD0106'THE ROAD FROM A FOREST SERVICE MARKER POST, 20 FEET EAST
 HD0106'OF A 40 INCH TWIN WHITE OAK TREE, 15 FEET WEST OF AND ABOUT
 HD0106'LEVEL WITH THE CENTER LINE OF THE ROAD, 15 FEET NORTHEAST OF
 HD0106'A 12 INCH CORNER POST IN A WIRE FENCE, 2 FEET NORTH OF A 4
 HD0106'IN X 4 IN MARKER POST.  PROJECTS 4 INCHES ABOVE THE GROUND.
 HD0106
 HD0106                          STATION RECOVERY (2006)
 HD0106
 HD0106'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 HD0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0288 ***********************************************************************
 KD0288  DESIGNATION -  A 195
 KD0288  PID         -  KD0288
 KD0288  STATE/COUNTY-  MO/CHARITON
 KD0288  USGS QUAD   -  BYNUMVILLE (1978)
 KD0288
 KD0288                         *CURRENT SURVEY CONTROL
 KD0288  ___________________________________________________________________
 KD0288* NAD 83(1986)-  39 31 08.     (N)    092 47 12.     (W)     SCALED    
 KD0288* NAVD 88     -       200.510  (meters)     657.84   (feet)  ADJUSTED  
 KD0288  ___________________________________________________________________
 KD0288  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KD0288  DYNAMIC HT  -         200.395 (meters)     657.46  (feet)  COMP
 KD0288  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 KD0288
 KD0288  VERT ORDER  -  SECOND    CLASS 0
 KD0288
 KD0288.The horizontal coordinates were scaled from a topographic map and have
 KD0288.an estimated accuracy of +/- 6 seconds.
 KD0288
 KD0288.The orthometric height was determined by differential leveling
 KD0288.and adjusted by the National Geodetic Survey in June 1991..
 KD0288
 KD0288.The geoid height was determined by GEOID03.
 KD0288
 KD0288.The dynamic height is computed by dividing the NAVD 88
 KD0288.geopotential number by the normal gravity value computed on the
 KD0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0288.degrees latitude (g = 980.6199 gals.).
 KD0288
 KD0288.The modeled gravity was interpolated from observed gravity values.
 KD0288
 KD0288;                    North         East    Units  Estimated Accuracy
 KD0288;SPC MO C     -   409,070.      475,350.      MT  (+/- 180 meters Scaled)
 KD0288
 KD0288                          SUPERSEDED SURVEY CONTROL
 KD0288
 KD0288  NGVD 29 (??/??/92)  200.494  (m)          657.79   (f) ADJ UNCH    2 0
 KD0288
 KD0288.Superseded values are not recommended for survey control.
 KD0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0288.See file dsdata.txt to determine how the superseded data were derived.
 KD0288
 KD0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD183743(NAD 83)
 KD0288_MARKER: DB = BENCH MARK DISK
 KD0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0288_SP_SET: CULVERT
 KD0288_STAMPING: A 195 1945
 KD0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0288
 KD0288  HISTORY     - Date     Condition        Report By
 KD0288  HISTORY     - 1945     MONUMENTED       CGS
 KD0288  HISTORY     - 1967     GOOD             NGS
 KD0288  HISTORY     - 1990     GOOD             USPSQD
 KD0288
 KD0288                          STATION DESCRIPTION
 KD0288
 KD0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0288'7.1 MI N FROM SALISBURY.
 KD0288'7.1 MILES NORTH OF THE WABASH RAILROAD STATION AT SALISBURY
 KD0288'ALONG STATE HIGHWAY 129, 195 FEET WEST OF THE INTERSECTION
 KD0288'OF THE CENTER LINES OF STATE HIGHWAY 129 AND CHARITON COUNTY
 KD0288'HIGHWAY W, 14 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 129.
 KD0288'A BRONZE DISK SET IN THE TOP OF THE WEST END OF THE NORTH
 KD0288'HEADWALL OF A 10 FOOT CONCRETE CULVERT.
 KD0288
 KD0288                          STATION RECOVERY (1967)
 KD0288
 KD0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0288'RECOVERED IN GOOD CONDITION.
 KD0288
 KD0288                          STATION RECOVERY (1990)
 KD0288
 KD0288'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0246 ***********************************************************************
 KD0246  DESIGNATION -  A 196 RESET
 KD0246  PID         -  KD0246
 KD0246  STATE/COUNTY-  MO/MACON
 KD0246  USGS QUAD   -  LAGONDA (1978)
 KD0246
 KD0246                         *CURRENT SURVEY CONTROL
 KD0246  ___________________________________________________________________
 KD0246* NAD 83(1997)-  39 38 26.47747(N)    092 39 46.29331(W)     ADJUSTED  
 KD0246* NAVD 88     -       239.66   (meters)     786.3    (feet)  RESET     
 KD0246  ___________________________________________________________________
 KD0246  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 KD0246  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KD0246
 KD0246  HORZ ORDER  -  THIRD
 KD0246  VERT ORDER  -  THIRD
 KD0246
 KD0246.The horizontal coordinates were established by classical geodetic methods
 KD0246.and adjusted by the National Geodetic Survey in February 2000..
 KD0246.No horizontal observational check was made to the station.
 KD0246
 KD0246.The orthometric height was computed from unverified reset data.
 KD0246
 KD0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0246
 KD0246.The geoid height was determined by GEOID03.
 KD0246
 KD0246;                    North         East     Units Scale Factor Converg.
 KD0246;SPC MO C     -   422,568.956   486,021.131   MT  0.99993574   -0 06 14.0
 KD0246;UTM  15      - 4,387,932.659   528,928.534   MT  0.99961030   +0 12 54.3
 KD0246
 KD0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0246!SPC MO C     -   0.99996744  x   0.99993574  =   0.99990318
 KD0246!UTM  15      -   0.99996744  x   0.99961030  =   0.99957775
 KD0246
 KD0246                          SUPERSEDED SURVEY CONTROL
 KD0246
 KD0246  NAD 83(1997)-  39 38 26.48122(N)    092 39 46.29921(W) AD(       ) 3
 KD0246  NAD 83(1986)-  39 38 26.48193(N)    092 39 46.29996(W) AD(       ) 3
 KD0246  NAD 27      -  39 38 26.37684(N)    092 39 45.61572(W) AD(       ) 3
 KD0246  NGVD 29 (??/??/??)  239.65   (m)          786.3    (f) RESET       3  
 KD0246
 KD0246.Superseded values are not recommended for survey control.
 KD0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0246.See file dsdata.txt to determine how the superseded data were derived.
 KD0246
 KD0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2892987933(NAD 83)
 KD0246_MARKER: DV = VERTICAL CONTROL DISK
 KD0246_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0246_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0246_STAMPING: A 196 RESET 1972
 KD0246_MARK LOGO: NGS   
 KD0246_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0246+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1993
 KD0246
 KD0246  HISTORY     - Date     Condition        Report By
 KD0246  HISTORY     - 1973     MONUMENTED       NGS
 KD0246  HISTORY     - 1973     GOOD             NGS
 KD0246  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0246  HISTORY     - 19930414 GOOD             MODNR
 KD0246
 KD0246                          STATION DESCRIPTION
 KD0246
 KD0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KD0246'THE STATION IS LOCATED ABOUT 14.7 MILES NORTH OF CLIFTON HILL
 KD0246'AND 8.3 MILES SOUTH-SOUTHWEST OF CALLAO, ON THE EAST RIGHT-OF-WAY
 KD0246'OF STATE HIGHWAY 3.
 KD0246'
 KD0246'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24
 KD0246'AND STATE HIGHWAY 3 AT CLIFTON HILL, GO NORTH ON HIGHWAY 3
 KD0246'FOR 13.7 MILES TO COUNTY ROUTE T, CONTINUE NORTH ON HIGHWAY
 KD0246'3 FOR 1.1 MILE TO THE STATION ON THE RIGHT.
 KD0246'
 KD0246'BM A 196 RESET 1972 IS A STANDARD BENCH MARK DISK, SWEATED
 KD0246'TO THE TOP OF A 5/8 INCH COPPER COATED ROD 4 FEET DEEP WITH
 KD0246'A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A 4
 KD0246'INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KD0246'3 FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS
 KD0246'POST AND ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 3.
 KD0246
 KD0246                          STATION RECOVERY (1973)
 KD0246
 KD0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KD0246'9.6 MI S FROM CALLAO.
 KD0246'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY
 KD0246'3, ABOUT 10 MILES WEST OF MACON, GO SOUTH ON STATE HIGHWAY 3
 KD0246'FOR 8.65 MILES TO THE BENCH MARK ON THE LEFT, 3 FEET SOUTH OF A
 KD0246'POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST AND ON THE
 KD0246'EAST RIGHT-OF-WAY OF HIGHWAY 3.  THE MARK IS A STANDARD DISK
 KD0246'STAMPED A 196 RESET 1972, SWEATED TO THE TOP OF A 5/8 INCH COPPER
 KD0246'COATED ROD 4 FEET DEEP WITH A 10 INCH STEEL PLATE BOLTED AT
 KD0246'THE BOTTOM, ENCASED IN A 4 INCH PLASTIC PIPE AND IS FLUSH
 KD0246'WITH THE GROUND SURFACE.
 KD0246
 KD0246                          STATION RECOVERY (1990)
 KD0246
 KD0246'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0246'MARK NOT FOUND.
 KD0246
 KD0246                          STATION RECOVERY (1993)
 KD0246
 KD0246'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (DDP)
 KD0246'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1009 ***********************************************************************
 JC1009  DESIGNATION -  A 197
 JC1009  PID         -  JC1009
 JC1009  STATE/COUNTY-  MO/OSAGE
 JC1009  USGS QUAD   -  MOKANE EAST (1985)
 JC1009
 JC1009                         *CURRENT SURVEY CONTROL
 JC1009  ___________________________________________________________________
 JC1009* NAD 83(1986)-  38 40 28.     (N)    091 47 07.     (W)     SCALED    
 JC1009* NAVD 88     -       162.764  (meters)     534.00   (feet)  ADJUSTED  
 JC1009  ___________________________________________________________________
 JC1009  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JC1009  DYNAMIC HT  -         162.657 (meters)     533.65  (feet)  COMP
 JC1009  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 JC1009
 JC1009  VERT ORDER  -  FIRST     CLASS II
 JC1009
 JC1009.The horizontal coordinates were scaled from a topographic map and have
 JC1009.an estimated accuracy of +/- 6 seconds.
 JC1009
 JC1009.The orthometric height was determined by differential leveling
 JC1009.and adjusted by the National Geodetic Survey in June 1991..
 JC1009
 JC1009.The geoid height was determined by GEOID03.
 JC1009
 JC1009.The dynamic height is computed by dividing the NAVD 88
 JC1009.geopotential number by the normal gravity value computed on the
 JC1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1009.degrees latitude (g = 980.6199 gals.).
 JC1009
 JC1009.The modeled gravity was interpolated from observed gravity values.
 JC1009
 JC1009;                    North         East    Units  Estimated Accuracy
 JC1009;SPC MO C     -   315,540.      562,190.      MT  (+/- 180 meters Scaled)
 JC1009
 JC1009                          SUPERSEDED SURVEY CONTROL
 JC1009
 JC1009  NGVD 29 (??/??/92)  162.759  (m)          533.99   (f) ADJ UNCH    1 2
 JC1009
 JC1009.Superseded values are not recommended for survey control.
 JC1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1009.See file dsdata.txt to determine how the superseded data were derived.
 JC1009
 JC1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC056813(NAD 83)
 JC1009_MARKER: DB = BENCH MARK DISK
 JC1009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JC1009_SP_SET: HEADWALL
 JC1009_STAMPING: A 197 1945
 JC1009_MARK LOGO: CGS   
 JC1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1009+STABILITY: SURFACE MOTION
 JC1009
 JC1009  HISTORY     - Date     Condition        Report By
 JC1009  HISTORY     - 1945     MONUMENTED       CGS
 JC1009  HISTORY     - 1946     GOOD             NGS
 JC1009  HISTORY     - 1986     GOOD             NGS
 JC1009
 JC1009                          STATION DESCRIPTION
 JC1009
 JC1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC1009'0.8 MI W FROM CHAMOIS.
 JC1009'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC1009'STATION AT CHAMOIS, AT A ROAD CROSSING, ABOUT 5 POLES WEST OF
 JC1009'MILE POST 101, 12 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE
 JC1009'CENTER LINE OF THE SOUTH TRACK.  A BRONZE DISK SET IN THE TOP
 JC1009'OF THE EAST END OF THE SOUTH HEADWALL OF AN 8 X 16 FOOT 2
 JC1009'COMPARTMENT CONCRETE CULVERT.
 JC1009
 JC1009                          STATION RECOVERY (1986)
 JC1009
 JC1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC1009'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  40.9 KM (25.4
 JC1009'MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE IN HERMANN.
 JC1009'ADD--24.5 M (80.4 FT) SOUTH OF THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0852 ***********************************************************************
 HD0852  DESIGNATION -  A 199
 HD0852  PID         -  HD0852
 HD0852  STATE/COUNTY-  MO/POLK
 HD0852  USGS QUAD   -  HUMANSVILLE (1991)
 HD0852
 HD0852                         *CURRENT SURVEY CONTROL
 HD0852  ___________________________________________________________________
 HD0852* NAD 83(1986)-  37 47 15.     (N)    093 34 59.     (W)     SCALED    
 HD0852* NAVD 88     -       270.377  (meters)     887.06   (feet)  ADJUSTED  
 HD0852  ___________________________________________________________________
 HD0852  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HD0852  DYNAMIC HT  -         270.170 (meters)     886.38  (feet)  COMP
 HD0852  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 HD0852
 HD0852  VERT ORDER  -  SECOND    CLASS 0
 HD0852
 HD0852.The horizontal coordinates were scaled from a topographic map and have
 HD0852.an estimated accuracy of +/- 6 seconds.
 HD0852
 HD0852.The orthometric height was determined by differential leveling
 HD0852.and adjusted by the National Geodetic Survey in June 1991..
 HD0852
 HD0852.The geoid height was determined by GEOID03.
 HD0852
 HD0852.The dynamic height is computed by dividing the NAVD 88
 HD0852.geopotential number by the normal gravity value computed on the
 HD0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0852.degrees latitude (g = 980.6199 gals.).
 HD0852
 HD0852.The modeled gravity was interpolated from observed gravity values.
 HD0852
 HD0852;                    North         East    Units  Estimated Accuracy
 HD0852;SPC MO C     -   217,400.      404,600.      MT  (+/- 180 meters Scaled)
 HD0852
 HD0852                          SUPERSEDED SURVEY CONTROL
 HD0852
 HD0852  NGVD 29 (??/??/92)  270.260  (m)          886.68   (f) ADJ UNCH    2 0
 HD0852
 HD0852.Superseded values are not recommended for survey control.
 HD0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0852.See file dsdata.txt to determine how the superseded data were derived.
 HD0852
 HD0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB486823(NAD 83)
 HD0852_MARKER: DB = BENCH MARK DISK
 HD0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0852_STAMPING: A 199 1945
 HD0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0852+STABILITY: SURFACE MOTION
 HD0852
 HD0852  HISTORY     - Date     Condition        Report By
 HD0852  HISTORY     - 1945     MONUMENTED       CGS
 HD0852  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0852
 HD0852                          STATION DESCRIPTION
 HD0852
 HD0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0852'0.5 MI S FROM HUMANSVILLE.
 HD0852'0.5 MILE SOUTH ALONG THE ABANDONED ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0852'FROM HUMANSVILLE, POLK COUNTY, 120 FEET EAST OF A GRAVEL ROAD,
 HD0852'35 FEET WEST OF THE OLD ROADBED, AND 4 FEET EAST OF A WIRE FENCE.
 HD0852'A STANDARD DISK, STAMPED A 199 1945 AND SET IN THE TOP OF A CONCRETE
 HD0852'POST.
 HD0852
 HD0852                          STATION RECOVERY (1988)
 HD0852
 HD0852'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBD)
 HD0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0438 ***********************************************************************
 KD0438  DESIGNATION -  A 2 B 1
 KD0438  PID         -  KD0438
 KD0438  STATE/COUNTY-  MO/SALINE
 KD0438  USGS QUAD   -  BLACKBURN (1978)
 KD0438
 KD0438                         *CURRENT SURVEY CONTROL
 KD0438  ___________________________________________________________________
 KD0438* NAD 83(1986)-  39 07 14.     (N)    093 22 44.     (W)     SCALED    
 KD0438* NAVD 88     -       242.616  (meters)     795.98   (feet)  ADJUSTED  
 KD0438  ___________________________________________________________________
 KD0438  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0438  DYNAMIC HT  -         242.465 (meters)     795.49  (feet)  COMP
 KD0438  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 KD0438
 KD0438  VERT ORDER  -  FIRST     CLASS II
 KD0438
 KD0438.The horizontal coordinates were scaled from a topographic map and have
 KD0438.an estimated accuracy of +/- 6 seconds.
 KD0438
 KD0438.The orthometric height was determined by differential leveling
 KD0438.and adjusted by the National Geodetic Survey in June 1991..
 KD0438
 KD0438.The geoid height was determined by GEOID03.
 KD0438
 KD0438.The dynamic height is computed by dividing the NAVD 88
 KD0438.geopotential number by the normal gravity value computed on the
 KD0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0438.degrees latitude (g = 980.6199 gals.).
 KD0438
 KD0438.The modeled gravity was interpolated from observed gravity values.
 KD0438
 KD0438;                    North         East    Units  Estimated Accuracy
 KD0438;SPC MO C     -   365,180.      424,000.      MT  (+/- 180 meters Scaled)
 KD0438
 KD0438                          SUPERSEDED SURVEY CONTROL
 KD0438
 KD0438  NGVD 29 (??/??/92)  242.54   (m)          795.7    (f) COMPUTED    1 2
 KD0438
 KD0438.Superseded values are not recommended for survey control.
 KD0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0438.See file dsdata.txt to determine how the superseded data were derived.
 KD0438
 KD0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD672302(NAD 83)
 KD0438_MARKER: DD = SURVEY DISK
 KD0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0438_SP_SET: PEDESTAL
 KD0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0438
 KD0438  HISTORY     - Date     Condition        Report By
 KD0438  HISTORY     - UNK      MONUMENTED       DOD
 KD0438  HISTORY     - 1962     GOOD             NGS
 KD0438
 KD0438                          STATION DESCRIPTION
 KD0438
 KD0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0438'2 MI SE FROM MT LEONARD.
 KD0438'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE RAILROAD
 KD0438'OVERPASS AT MT. LEONARD, THENCE 0.85 MILE EAST ALONG A GRAVELED
 KD0438'ROAD, THENCE 0.15 MILE NORTH ACROSS A PASTURE, THENCE 0.3 MILE
 KD0438'NORTHWEST ACROSS A FIELD, AT THE WEST EDGE OF THE FIELD, 55 FEET
 KD0438'EAST OF A ROW OF HEDGE TREES, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 KD0438'WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0439 ***********************************************************************
 KD0439  DESIGNATION -  A 2 B 2
 KD0439  PID         -  KD0439
 KD0439  STATE/COUNTY-  MO/SALINE
 KD0439  USGS QUAD   -  SHACKLEFORD (1979)
 KD0439
 KD0439                         *CURRENT SURVEY CONTROL
 KD0439  ___________________________________________________________________
 KD0439* NAD 83(1986)-  39 07 13.     (N)    093 22 30.     (W)     SCALED    
 KD0439* NAVD 88     -       241.184  (meters)     791.28   (feet)  ADJUSTED  
 KD0439  ___________________________________________________________________
 KD0439  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0439  DYNAMIC HT  -         241.034 (meters)     790.79  (feet)  COMP
 KD0439  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 KD0439
 KD0439  VERT ORDER  -  FIRST     CLASS II
 KD0439
 KD0439.The horizontal coordinates were scaled from a topographic map and have
 KD0439.an estimated accuracy of +/- 6 seconds.
 KD0439
 KD0439.The orthometric height was determined by differential leveling
 KD0439.and adjusted by the National Geodetic Survey in June 1991..
 KD0439
 KD0439.The geoid height was determined by GEOID03.
 KD0439
 KD0439.The dynamic height is computed by dividing the NAVD 88
 KD0439.geopotential number by the normal gravity value computed on the
 KD0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0439.degrees latitude (g = 980.6199 gals.).
 KD0439
 KD0439.The modeled gravity was interpolated from observed gravity values.
 KD0439
 KD0439;                    North         East    Units  Estimated Accuracy
 KD0439;SPC MO C     -   365,150.      424,340.      MT  (+/- 180 meters Scaled)
 KD0439
 KD0439                          SUPERSEDED SURVEY CONTROL
 KD0439
 KD0439  NGVD 29 (??/??/92)  241.10   (m)          791.0    (f) COMPUTED    1 2
 KD0439
 KD0439.Superseded values are not recommended for survey control.
 KD0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0439.See file dsdata.txt to determine how the superseded data were derived.
 KD0439
 KD0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD675301(NAD 83)
 KD0439_MARKER: DD = SURVEY DISK
 KD0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0439_SP_SET: PEDESTAL
 KD0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0439
 KD0439  HISTORY     - Date     Condition        Report By
 KD0439  HISTORY     - UNK      MONUMENTED       DOD
 KD0439  HISTORY     - 1962     GOOD             NGS
 KD0439
 KD0439                          STATION DESCRIPTION
 KD0439
 KD0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0439'2.2 MI SE FROM MT LEONARD.
 KD0439'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE RAILROAD
 KD0439'OVERPASS AT MT. LEONARD, THENCE 0.85 MILE EAST ALONG A GRAVELED
 KD0439'ROAD, THENCE 0.15 MILE NORTH ACROSS A PASSTURE, THENCE 0.3 MILE
 KD0439'NORTHWEST ACROSS A FIELD, THENCE 0.25 MILE EAST TO THE NORTHEAST
 KD0439'CORNER OF A FIELD, 180 FEET WEST OF THE CENTERLINE OF THE
 KD0439'NORTH-SOUTH ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 KD0439'TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0436 ***********************************************************************
 KD0436  DESIGNATION -  A 2 Z
 KD0436  PID         -  KD0436
 KD0436  STATE/COUNTY-  MO/SALINE
 KD0436  USGS QUAD   -  BLACKBURN (1978)
 KD0436
 KD0436                         *CURRENT SURVEY CONTROL
 KD0436  ___________________________________________________________________
 KD0436* NAD 83(1986)-  39 06 58.     (N)    093 22 38.     (W)     SCALED    
 KD0436* NAVD 88     -       251.552  (meters)     825.30   (feet)  ADJUSTED  
 KD0436  ___________________________________________________________________
 KD0436  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0436  DYNAMIC HT  -         251.395 (meters)     824.79  (feet)  COMP
 KD0436  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 KD0436
 KD0436  VERT ORDER  -  FIRST     CLASS II
 KD0436
 KD0436.The horizontal coordinates were scaled from a topographic map and have
 KD0436.an estimated accuracy of +/- 6 seconds.
 KD0436
 KD0436.The orthometric height was determined by differential leveling
 KD0436.and adjusted by the National Geodetic Survey in June 1991..
 KD0436
 KD0436.The geoid height was determined by GEOID03.
 KD0436
 KD0436.The dynamic height is computed by dividing the NAVD 88
 KD0436.geopotential number by the normal gravity value computed on the
 KD0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0436.degrees latitude (g = 980.6199 gals.).
 KD0436
 KD0436.The modeled gravity was interpolated from observed gravity values.
 KD0436
 KD0436;                    North         East    Units  Estimated Accuracy
 KD0436;SPC MO C     -   364,690.      424,140.      MT  (+/- 180 meters Scaled)
 KD0436
 KD0436                          SUPERSEDED SURVEY CONTROL
 KD0436
 KD0436  NGVD 29 (??/??/92)  251.47   (m)          825.0    (f) COMPUTED    1 2
 KD0436
 KD0436.Superseded values are not recommended for survey control.
 KD0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0436.See file dsdata.txt to determine how the superseded data were derived.
 KD0436
 KD0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD673297(NAD 83)
 KD0436_MARKER: DS = TRIANGULATION STATION DISK
 KD0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0436_STAMPING: A 2 Z
 KD0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0436+STABILITY: SURFACE MOTION
 KD0436
 KD0436  HISTORY     - Date     Condition        Report By
 KD0436  HISTORY     - UNK      MONUMENTED       CGS
 KD0436  HISTORY     - 1962     GOOD             NGS
 KD0436
 KD0436                          STATION DESCRIPTION
 KD0436
 KD0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0436'1.7 MI SE FROM MT LEONARD.
 KD0436'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE RAILROAD
 KD0436'OVERPASS AT MT. LEONARD, THENCE 0.85 MILE EAST ALONG A GRAVELED
 KD0436'ROAD, THENCE 0.15 MILE NORTH ACROSS A PASTURE, AT THE CREST OF
 KD0436'A SMALL HILL IN A FENCE CORNER, 40.3 FEET WEST OF RM 1, 56 FEET
 KD0436'NORTHEAST OF RM 2, 31 FEET EAST OF A FENCE CORNER, 1.0 FEET
 KD0436'SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KD0436'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0437 ***********************************************************************
 KD0437  DESIGNATION -  A 2 Z RM 1
 KD0437  PID         -  KD0437
 KD0437  STATE/COUNTY-  MO/SALINE
 KD0437  USGS QUAD   -  BLACKBURN (1978)
 KD0437
 KD0437                         *CURRENT SURVEY CONTROL
 KD0437  ___________________________________________________________________
 KD0437* NAD 83(1986)-  39 06 59.     (N)    093 22 39.     (W)     SCALED    
 KD0437* NAVD 88     -       251.814  (meters)     826.16   (feet)  ADJUSTED  
 KD0437  ___________________________________________________________________
 KD0437  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0437  DYNAMIC HT  -         251.657 (meters)     825.64  (feet)  COMP
 KD0437  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 KD0437
 KD0437  VERT ORDER  -  FIRST     CLASS II
 KD0437
 KD0437.The horizontal coordinates were scaled from a topographic map and have
 KD0437.an estimated accuracy of +/- 6 seconds.
 KD0437
 KD0437.The orthometric height was determined by differential leveling
 KD0437.and adjusted by the National Geodetic Survey in June 1991..
 KD0437
 KD0437.The geoid height was determined by GEOID03.
 KD0437
 KD0437.The dynamic height is computed by dividing the NAVD 88
 KD0437.geopotential number by the normal gravity value computed on the
 KD0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0437.degrees latitude (g = 980.6199 gals.).
 KD0437
 KD0437.The modeled gravity was interpolated from observed gravity values.
 KD0437
 KD0437;                    North         East    Units  Estimated Accuracy
 KD0437;SPC MO C     -   364,720.      424,110.      MT  (+/- 180 meters Scaled)
 KD0437
 KD0437                          SUPERSEDED SURVEY CONTROL
 KD0437
 KD0437  NGVD 29 (??/??/92)  251.74   (m)          825.9    (f) COMPUTED    1 2
 KD0437
 KD0437.Superseded values are not recommended for survey control.
 KD0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0437.See file dsdata.txt to determine how the superseded data were derived.
 KD0437
 KD0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD673297(NAD 83)
 KD0437_MARKER: DR = REFERENCE MARK DISK
 KD0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0437_STAMPING: A 2 Z NO 1 1962
 KD0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0437+STABILITY: SURFACE MOTION
 KD0437
 KD0437  HISTORY     - Date     Condition        Report By
 KD0437  HISTORY     - 1962     MONUMENTED       CGS
 KD0437
 KD0437                          STATION DESCRIPTION
 KD0437
 KD0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0437'1.7 MI SE FROM MT LEONARD.
 KD0437'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE RAILROAD
 KD0437'OVERPASS AT MT. LEONARD, THENCE 0.85 MILE EAST ALONG A GRAVELED
 KD0437'ROAD, THENCE 0.15 MILE NORTH ACROSS A PASTURE, AT THE CREST OF
 KD0437'A SMALL HILL IN A FENCE CORNER, 40.3 FEET EAST OF THE STATION
 KD0437'MARK, 87 FEET NORTHEAST OF RM 2, 1.0 FEET SOUTH OF EAST-WEST
 KD0437'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KD0437'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0435 ***********************************************************************
 KD0435  DESIGNATION -  A 2 Z RM 2
 KD0435  PID         -  KD0435
 KD0435  STATE/COUNTY-  MO/SALINE
 KD0435  USGS QUAD   -  BLACKBURN (1978)
 KD0435
 KD0435                         *CURRENT SURVEY CONTROL
 KD0435  ___________________________________________________________________
 KD0435* NAD 83(1986)-  39 06 57.     (N)    093 22 40.     (W)     SCALED    
 KD0435* NAVD 88     -       251.089  (meters)     823.78   (feet)  ADJUSTED  
 KD0435  ___________________________________________________________________
 KD0435  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0435  DYNAMIC HT  -         250.933 (meters)     823.27  (feet)  COMP
 KD0435  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 KD0435
 KD0435  VERT ORDER  -  FIRST     CLASS II
 KD0435
 KD0435.The horizontal coordinates were scaled from a topographic map and have
 KD0435.an estimated accuracy of +/- 6 seconds.
 KD0435
 KD0435.The orthometric height was determined by differential leveling
 KD0435.and adjusted by the National Geodetic Survey in June 1991..
 KD0435
 KD0435.The geoid height was determined by GEOID03.
 KD0435
 KD0435.The dynamic height is computed by dividing the NAVD 88
 KD0435.geopotential number by the normal gravity value computed on the
 KD0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0435.degrees latitude (g = 980.6199 gals.).
 KD0435
 KD0435.The modeled gravity was interpolated from observed gravity values.
 KD0435
 KD0435;                    North         East    Units  Estimated Accuracy
 KD0435;SPC MO C     -   364,660.      424,090.      MT  (+/- 180 meters Scaled)
 KD0435
 KD0435                          SUPERSEDED SURVEY CONTROL
 KD0435
 KD0435  NGVD 29 (??/??/92)  251.01   (m)          823.5    (f) COMPUTED    1 2
 KD0435
 KD0435.Superseded values are not recommended for survey control.
 KD0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0435.See file dsdata.txt to determine how the superseded data were derived.
 KD0435
 KD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD673296(NAD 83)
 KD0435_MARKER: DR = REFERENCE MARK DISK
 KD0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0435_STAMPING: A 2 Z RM 2
 KD0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0435+STABILITY: SURFACE MOTION
 KD0435
 KD0435  HISTORY     - Date     Condition        Report By
 KD0435  HISTORY     - UNK      MONUMENTED       CGS
 KD0435  HISTORY     - 1962     GOOD             NGS
 KD0435
 KD0435                          STATION DESCRIPTION
 KD0435
 KD0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0435'1.7 MI SE FROM MT LEONARD.
 KD0435'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE RAILROAD
 KD0435'OVERPASS AT MT. LEONARD, THENCE 0.85 MILE EAST ALONG A GRAVELED
 KD0435'ROAD, THENCE 0.15 MILE NORTH ACROSS A PASTURE, AT THE CREST
 KD0435'OF A SMALL HILL IN A FENCE CORNER, 56 FEET SOUTHWEST OF THE
 KD0435'STATION MARK, 87 FEET SOUTHWEST OF RM 1, 42 FEET SOUTH OF A
 KD0435'FENCE CORNER, 1.0 FEET EAST OF A NORTH-SOUTH FENCE, AND SET IN
 KD0435'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0148 ***********************************************************************
 LF0148  DESIGNATION -  A 20
 LF0148  PID         -  LF0148
 LF0148  STATE/COUNTY-  MO/NODAWAY
 LF0148  USGS QUAD   -  MARYVILLE WEST (1984)
 LF0148
 LF0148                         *CURRENT SURVEY CONTROL
 LF0148  ___________________________________________________________________
 LF0148* NAD 83(1986)-  40 21 14.     (N)    094 52 38.     (W)     SCALED    
 LF0148* NAVD 88     -       346.528  (meters)    1136.90   (feet)  ADJUSTED  
 LF0148  ___________________________________________________________________
 LF0148  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 LF0148  DYNAMIC HT  -         346.339 (meters)    1136.28  (feet)  COMP
 LF0148  MODELED GRAV-     980,070.5   (mgal)                       NAVD 88
 LF0148
 LF0148  VERT ORDER  -  FIRST     CLASS II
 LF0148
 LF0148.The horizontal coordinates were scaled from a topographic map and have
 LF0148.an estimated accuracy of +/- 6 seconds.
 LF0148
 LF0148.The orthometric height was determined by differential leveling
 LF0148.and adjusted by the National Geodetic Survey in June 1991..
 LF0148
 LF0148.The geoid height was determined by GEOID03.
 LF0148
 LF0148.The dynamic height is computed by dividing the NAVD 88
 LF0148.geopotential number by the normal gravity value computed on the
 LF0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0148.degrees latitude (g = 980.6199 gals.).
 LF0148
 LF0148.The modeled gravity was interpolated from observed gravity values.
 LF0148
 LF0148;                    North         East    Units  Estimated Accuracy
 LF0148;SPC MO W     -   464,830.      817,960.      MT  (+/- 180 meters Scaled)
 LF0148
 LF0148                          SUPERSEDED SURVEY CONTROL
 LF0148
 LF0148  NGVD 29 (??/??/92)  346.425  (m)         1136.56   (f) ADJ UNCH    1 2
 LF0148
 LF0148.Superseded values are not recommended for survey control.
 LF0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0148.See file dsdata.txt to determine how the superseded data were derived.
 LF0148
 LF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE405687(NAD 83)
 LF0148_MARKER: DB = BENCH MARK DISK
 LF0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0148_STAMPING: A 20 1933
 LF0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0148+STABILITY: SURFACE MOTION
 LF0148
 LF0148  HISTORY     - Date     Condition        Report By
 LF0148  HISTORY     - 1933     MONUMENTED       CGS
 LF0148  HISTORY     - 1960     GOOD             NGS
 LF0148
 LF0148                          STATION DESCRIPTION
 LF0148
 LF0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0148'AT MARYVILLE.
 LF0148'AT MARYVILLE, NODAWAY COUNTY, 33 FEET SOUTH OF THE SOUTH FACE OF
 LF0148'THE WABASH RAILWAY STATION, AND AT THE EAST END OF A HEDGE.
 LF0148'A STANDARD DISK, STAMPED A 20 1933 AND SET IN THE TOP OF A
 LF0148'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1877 ***********************************************************************
 JD1877  DESIGNATION -  A 200
 JD1877  PID         -  JD1877
 JD1877  STATE/COUNTY-  MO/JOHNSON
 JD1877  USGS QUAD   -  KNOB NOSTER (1981)
 JD1877
 JD1877                         *CURRENT SURVEY CONTROL
 JD1877  ___________________________________________________________________
 JD1877* NAD 83(1986)-  38 49 09.     (N)    093 36 17.     (W)     SCALED    
 JD1877* NAVD 88     -       211.782  (meters)     694.82   (feet)  ADJUSTED  
 JD1877  ___________________________________________________________________
 JD1877  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD1877  DYNAMIC HT  -         211.640 (meters)     694.36  (feet)  COMP
 JD1877  MODELED GRAV-     979,953.8   (mgal)                       NAVD 88
 JD1877
 JD1877  VERT ORDER  -  SECOND    CLASS 0
 JD1877
 JD1877.The horizontal coordinates were scaled from a topographic map and have
 JD1877.an estimated accuracy of +/- 6 seconds.
 JD1877
 JD1877.The orthometric height was determined by differential leveling
 JD1877.and adjusted by the National Geodetic Survey in June 1991..
 JD1877
 JD1877.The geoid height was determined by GEOID03.
 JD1877
 JD1877.The dynamic height is computed by dividing the NAVD 88
 JD1877.geopotential number by the normal gravity value computed on the
 JD1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1877.degrees latitude (g = 980.6199 gals.).
 JD1877
 JD1877.The modeled gravity was interpolated from observed gravity values.
 JD1877
 JD1877;                    North         East    Units  Estimated Accuracy
 JD1877;SPC MO W     -   294,760.      927,750.      MT  (+/- 180 meters Scaled)
 JD1877
 JD1877                          SUPERSEDED SURVEY CONTROL
 JD1877
 JD1877  NGVD 29 (??/??/92)  211.692  (m)          694.53   (f) ADJ UNCH    2 0
 JD1877
 JD1877.Superseded values are not recommended for survey control.
 JD1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1877.See file dsdata.txt to determine how the superseded data were derived.
 JD1877
 JD1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC475968(NAD 83)
 JD1877_MARKER: DB = BENCH MARK DISK
 JD1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1877_STAMPING: A 200 1945
 JD1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1877+STABILITY: SURFACE MOTION
 JD1877
 JD1877  HISTORY     - Date     Condition        Report By
 JD1877  HISTORY     - 1945     MONUMENTED       CGS
 JD1877  HISTORY     - 1946     GOOD             NGS
 JD1877  HISTORY     - 1963     GOOD             NGS
 JD1877  HISTORY     - 1984     GOOD             NGS
 JD1877
 JD1877                          STATION DESCRIPTION
 JD1877
 JD1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1877'3.9 MI NE FROM MONTSERRAT.
 JD1877'ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 JD1877'MONTSERRAT, THENCE 0.2 MILE EAST ALONG A GRAVEL ROAD, THENCE 2.0
 JD1877'MILES NORTH ALONG A GRAVEL ROAD THENCE 0.9 MILE EAST AND NORTH
 JD1877'ALONG A GRAVEL AND DIRT ROAD, AND AT A POINT WHERE THE ROAD
 JD1877'WINDS ALONG THE WEST BANK OF A STREAM, ABOUT 280 FEET SOUTH
 JD1877'OF A 30 INCH IRON CULVERT, 31 FEET EAST OF AND LEVEL WITH THE
 JD1877'CENTER LINE OF THE ROAD, 10 FEET SOUTHWEST OF THE WEST BANK OF
 JD1877'THE STREAM, 4 FEET SOUTH OF A 10 INCH ELM TREE, 3 FEET NORTH OF
 JD1877'A 4 X 4 MARKER POST, 1 FOOT WEST OF THE RIGHT OF WAY FENCE.
 JD1877'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JD1877'5 INCHES ABOVE THE GROUND.
 JD1877
 JD1877                          STATION RECOVERY (1963)
 JD1877
 JD1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1877'RECOVERED IN GOOD CONDITION.
 JD1877
 JD1877                          STATION RECOVERY (1984)
 JD1877
 JD1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JD1877'ABOUT 4.59 KM (2.85 MI) NORTH ALONG STATE ROAD P, FROM THE JUNCTION
 JD1877'WITH U.S. HIGHWAY 50 AT MONTSERRAT, THENCE 1.45 KM (0.9 MI) RIGHT AND
 JD1877'EAST AND NORTHEAST ALONG A GRAVELED ROAD TO THE MARK ON THE RIGHT,
 JD1877'85.3 M (280 FT) SOUTH OF A IRON PIPE CULVERT UNDER THE ROAD, 12.8 M
 JD1877'(42.0 FT) EAST FROM THE CENTERLINE OF THE ROAD, 3.0 (10 FT) WEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1857 ***********************************************************************
 JD1857  DESIGNATION -  A 201
 JD1857  PID         -  JD1857
 JD1857  STATE/COUNTY-  MO/LAFAYETTE
 JD1857  USGS QUAD   -  CONCORDIA (1981)
 JD1857
 JD1857                         *CURRENT SURVEY CONTROL
 JD1857  ___________________________________________________________________
 JD1857* NAD 83(1986)-  38 56 07.     (N)    093 30 58.     (W)     SCALED    
 JD1857* NAVD 88     -       212.245  (meters)     696.34   (feet)  ADJUSTED  
 JD1857  ___________________________________________________________________
 JD1857  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1857  DYNAMIC HT  -         212.107 (meters)     695.89  (feet)  COMP
 JD1857  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 JD1857
 JD1857  VERT ORDER  -  SECOND    CLASS 0
 JD1857
 JD1857.The horizontal coordinates were scaled from a topographic map and have
 JD1857.an estimated accuracy of +/- 6 seconds.
 JD1857
 JD1857.The orthometric height was determined by differential leveling
 JD1857.and adjusted by the National Geodetic Survey in June 1991..
 JD1857
 JD1857.The geoid height was determined by GEOID03.
 JD1857
 JD1857.The dynamic height is computed by dividing the NAVD 88
 JD1857.geopotential number by the normal gravity value computed on the
 JD1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1857.degrees latitude (g = 980.6199 gals.).
 JD1857
 JD1857.The modeled gravity was interpolated from observed gravity values.
 JD1857
 JD1857;                    North         East    Units  Estimated Accuracy
 JD1857;SPC MO W     -   307,730.      935,300.      MT  (+/- 180 meters Scaled)
 JD1857
 JD1857                          SUPERSEDED SURVEY CONTROL
 JD1857
 JD1857  NGVD 29 (??/??/92)  212.157  (m)          696.05   (f) ADJ UNCH    2 0
 JD1857
 JD1857.Superseded values are not recommended for survey control.
 JD1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1857.See file dsdata.txt to determine how the superseded data were derived.
 JD1857
 JD1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD552097(NAD 83)
 JD1857_MARKER: DB = BENCH MARK DISK
 JD1857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1857_SP_SET: CULVERT
 JD1857_STAMPING: A 201 1945
 JD1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD1857+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 JD1857
 JD1857  HISTORY     - Date     Condition        Report By
 JD1857  HISTORY     - 1945     MONUMENTED       CGS
 JD1857  HISTORY     - 1946     GOOD             NGS
 JD1857  HISTORY     - 1963     GOOD             NGS
 JD1857  HISTORY     - 20050429 GOOD             GEOCAC
 JD1857
 JD1857                          STATION DESCRIPTION
 JD1857
 JD1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1857'3.6 MI NW FROM DUNKSBURG.
 JD1857'ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL
 JD1857'BUIDLING AT DUNKSBURG, THENCE 1.3 MILES NORTH AND WEST ALONG A GRAVEL
 JD1857'AND DIRT ROAD, THENCE 1.3 MILES NORTH ALONG A DIRT ROAD, THENCE
 JD1857'0.4 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE NORTH ALONG
 JD1857'A GRAVEL ROAD, AND IN THE TOP OF THE SOUTH END OF THE EAST
 JD1857'HEADWALL OF A 3 FOOT BY 6 FOOT CONCRETE CULVERT, 12 FEET EAST
 JD1857'OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF THE ROAD.
 JD1857'A BRONZE DISK SET IN THE TOP OF THE SOUTH END OF THE EAST
 JD1857'HEADWALL OF A CONCRETE CULVERT.
 JD1857
 JD1857                          STATION RECOVERY (1963)
 JD1857
 JD1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1857'RECOVERED IN GOOD CONDITION.
 JD1857
 JD1857                          STATION RECOVERY (2005)
 JD1857
 JD1857'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD1857'FROM CONCORDIA, SOUTH ON HWY 23 TO HWY PP, THEN EAST ON HWY PP FOR 3.6
 JD1857'MI, THEN 0.1 MI NORTH ALONG GOOSE CREEK RD, SET IN THE TOP OF THE
 JD1857'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT, 12 FEET WEST OF
 JD1857'THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 JD1857'HANDHELD COORDINATES N38 56.754 W93 31.214
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0120 ***********************************************************************
 JD0120  DESIGNATION -  A 202
 JD0120  PID         -  JD0120
 JD0120  STATE/COUNTY-  MO/CALLAWAY
 JD0120  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0120
 JD0120                         *CURRENT SURVEY CONTROL
 JD0120  ___________________________________________________________________
 JD0120* NAD 83(1986)-  38 36 16.     (N)    092 10 29.     (W)     SCALED    
 JD0120* NAVD 88     -       168.192  (meters)     551.81   (feet)  ADJUSTED  
 JD0120  ___________________________________________________________________
 JD0120  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD0120  DYNAMIC HT  -         168.079 (meters)     551.44  (feet)  COMP
 JD0120  MODELED GRAV-     979,957.0   (mgal)                       NAVD 88
 JD0120
 JD0120  VERT ORDER  -  SECOND    CLASS 0
 JD0120
 JD0120.This mark is at Jefferson City Mem Airport (JEF)
 JD0120
 JD0120.The horizontal coordinates were scaled from a topographic map and have
 JD0120.an estimated accuracy of +/- 6 seconds.
 JD0120
 JD0120.The orthometric height was determined by differential leveling
 JD0120.and adjusted by the National Geodetic Survey in June 1991..
 JD0120
 JD0120.The geoid height was determined by GEOID03.
 JD0120
 JD0120.The dynamic height is computed by dividing the NAVD 88
 JD0120.geopotential number by the normal gravity value computed on the
 JD0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0120.degrees latitude (g = 980.6199 gals.).
 JD0120
 JD0120.The modeled gravity was interpolated from observed gravity values.
 JD0120
 JD0120;                    North         East    Units  Estimated Accuracy
 JD0120;SPC MO C     -   307,570.      528,330.      MT  (+/- 180 meters Scaled)
 JD0120
 JD0120                          SUPERSEDED SURVEY CONTROL
 JD0120
 JD0120  NGVD 29 (??/??/92)  168.211  (m)          551.87   (f) ADJ UNCH    2 0
 JD0120
 JD0120.Superseded values are not recommended for survey control.
 JD0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0120.See file dsdata.txt to determine how the superseded data were derived.
 JD0120
 JD0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC718732(NAD 83)
 JD0120_MARKER: DB = BENCH MARK DISK
 JD0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0120_STAMPING: A 202 1946
 JD0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0120+STABILITY: SURFACE MOTION
 JD0120
 JD0120  HISTORY     - Date     Condition        Report By
 JD0120  HISTORY     - 1946     MONUMENTED       CGS
 JD0120  HISTORY     - 1954     GOOD             NGS
 JD0120
 JD0120                          STATION DESCRIPTION
 JD0120
 JD0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JD0120'0.7 MI SW FROM NORTH JEFFERSON.
 JD0120'AT THE JEFFERSON CITY AIRPORT, AT THE MAIN ENTRANCE TO THE
 JD0120'AIRPORT, 157.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL
 JD0120'HANGAR, 20.0 FEET SOUTHEAST OF THE CENTERLINE OF A
 JD0120'NORTHEAST-SOUTHWEST GRAVELED ROAD, 14.0 FEET NORTHWEST OF AND
 JD0120'ABOUT LEVEL WITH THE CENTERLINE OF THE ENTRANCE DRIVE, 10.2 FEET
 JD0120'NORTHEAST OF THE NORTHEAST END OF A BOARD GATE ACROSS ENTRANCE
 JD0120'DRIVE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 JD0120'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JD0120'4 INCHES ABOVE GROUND.  NOTE-- THE AIRPORT HAS BEEN ABANDONED,
 JD0120'THE AIRPORT NOW USED BY JEFFERSON CITY IS LOCATED ABOUT 1 MILE
 JD0120'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0602 ***********************************************************************
 JC0602  DESIGNATION -  A 203
 JC0602  PID         -  JC0602
 JC0602  STATE/COUNTY-  MO/FRANKLIN
 JC0602  USGS QUAD   -  NEW HAVEN (1973)
 JC0602
 JC0602                         *CURRENT SURVEY CONTROL
 JC0602  ___________________________________________________________________
 JC0602* NAD 83(1986)-  38 36 22.     (N)    091 11 05.     (W)     SCALED    
 JC0602* NAVD 88     -       153.390  (meters)     503.25   (feet)  ADJUSTED  
 JC0602  ___________________________________________________________________
 JC0602  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JC0602  DYNAMIC HT  -         153.292 (meters)     502.93  (feet)  COMP
 JC0602  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 JC0602
 JC0602  VERT ORDER  -  FIRST     CLASS II
 JC0602
 JC0602.The horizontal coordinates were scaled from a topographic map and have
 JC0602.an estimated accuracy of +/- 6 seconds.
 JC0602
 JC0602.The orthometric height was determined by differential leveling
 JC0602.and adjusted by the National Geodetic Survey in June 1991..
 JC0602
 JC0602.The geoid height was determined by GEOID03.
 JC0602
 JC0602.The dynamic height is computed by dividing the NAVD 88
 JC0602.geopotential number by the normal gravity value computed on the
 JC0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0602.degrees latitude (g = 980.6199 gals.).
 JC0602
 JC0602.The modeled gravity was interpolated from observed gravity values.
 JC0602
 JC0602;                    North         East    Units  Estimated Accuracy
 JC0602;SPC MO E     -   307,930.      190,360.      MT  (+/- 180 meters Scaled)
 JC0602
 JC0602                          SUPERSEDED SURVEY CONTROL
 JC0602
 JC0602  NGVD 29 (??/??/92)  153.442  (m)          503.42   (f) ADJ UNCH    1 2
 JC0602
 JC0602.Superseded values are not recommended for survey control.
 JC0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0602.See file dsdata.txt to determine how the superseded data were derived.
 JC0602
 JC0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC580746(NAD 83)
 JC0602_MARKER: DB = BENCH MARK DISK
 JC0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0602_SP_SET: CULVERT
 JC0602_STAMPING: A 203 1946
 JC0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0602
 JC0602  HISTORY     - Date     Condition        Report By
 JC0602  HISTORY     - 1946     MONUMENTED       CGS
 JC0602  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0602
 JC0602                          STATION DESCRIPTION
 JC0602
 JC0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0602'2 MI SE FROM NEW HAVEN.
 JC0602'ABOUT 2.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0602'FROM THE STATION AT NEW HAVEN, ABOUT 1 1/2 POLES SOUTHEAST OF
 JC0602'MILE POST 65-10, 10.0 FEET SOUTHWEST OF AND ABOUT 2.5 FEET LOWER
 JC0602'THAN THE CENTER LINE OF THE SOUTHWEST TRACK, ON TOP OF THE
 JC0602'NORTHWEST END OF THE SOUTHWEST HEADWALL OF A LARGE STONE AND
 JC0602'CONCRETE CULVERT.  A BRONZE BENCH MARK DISK SET IN A DRILL HOLE
 JC0602'IN CONCRETE.
 JC0602
 JC0602                          STATION RECOVERY (1986)
 JC0602
 JC0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0356 ***********************************************************************
 JC0356  DESIGNATION -  A 204
 JC0356  PID         -  JC0356
 JC0356  STATE/COUNTY-  MO/ST LOUIS
 JC0356  USGS QUAD   -  PACIFIC (1974)
 JC0356
 JC0356                         *CURRENT SURVEY CONTROL
 JC0356  ___________________________________________________________________
 JC0356* NAD 83(1986)-  38 28 59.     (N)    090 43 24.     (W)     SCALED    
 JC0356* NAVD 88     -       141.048  (meters)     462.75   (feet)  ADJUSTED  
 JC0356  ___________________________________________________________________
 JC0356  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 JC0356  DYNAMIC HT  -         140.957 (meters)     462.46  (feet)  COMP
 JC0356  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 JC0356
 JC0356  VERT ORDER  -  FIRST     CLASS I
 JC0356
 JC0356.The horizontal coordinates were scaled from a topographic map and have
 JC0356.an estimated accuracy of +/- 6 seconds.
 JC0356
 JC0356.The orthometric height was determined by differential leveling
 JC0356.and adjusted by the National Geodetic Survey in June 1991..
 JC0356.WARNING-Repeat measurements at this control monument indicate possible
 JC0356.vertical movement.
 JC0356
 JC0356.The geoid height was determined by GEOID03.
 JC0356
 JC0356.The dynamic height is computed by dividing the NAVD 88
 JC0356.geopotential number by the normal gravity value computed on the
 JC0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0356.degrees latitude (g = 980.6199 gals.).
 JC0356
 JC0356.The modeled gravity was interpolated from observed gravity values.
 JC0356
 JC0356;                    North         East    Units  Estimated Accuracy
 JC0356;SPC MO E     -   294,070.      230,520.      MT  (+/- 180 meters Scaled)
 JC0356
 JC0356                          SUPERSEDED SURVEY CONTROL
 JC0356
 JC0356  NGVD 29 (??/??/92)  141.125  (m)          463.01   (f) ADJ UNCH    1 1
 JC0356
 JC0356.Superseded values are not recommended for survey control.
 JC0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0356.See file dsdata.txt to determine how the superseded data were derived.
 JC0356
 JC0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC985618(NAD 83)
 JC0356_MARKER: DB = BENCH MARK DISK
 JC0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0356_SP_SET: SIGNAL BASE
 JC0356_STAMPING: A 204 1946
 JC0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0356
 JC0356  HISTORY     - Date     Condition        Report By
 JC0356  HISTORY     - 1946     MONUMENTED       CGS
 JC0356  HISTORY     - 1969     GOOD             NGS
 JC0356  HISTORY     - 1985     GOOD             USPSQD
 JC0356  HISTORY     - 19910427 GOOD             USPSQD
 JC0356  HISTORY     - 19940511 GOOD             USPSQD
 JC0356  HISTORY     - 19950804 GOOD             USPSQD
 JC0356  HISTORY     - 19990211 GOOD             USPSQD
 JC0356
 JC0356                          STATION DESCRIPTION
 JC0356
 JC0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0356'0.9 MI E FROM PACIFIC.
 JC0356'ABOUT 0.9 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0356'THE STATION AT PACIFIC, ABOUT 100 YARDS EAST OF MILEPOST 34,
 JC0356'SET ON THE TOP OF AN ABANDONED SIGNAL BASE WHICH IS 10 FEET
 JC0356'LONG AND 2.3 FEET WIDE, 9.4 FEET SOUTH OF THE SOUTH RAIL OF
 JC0356'THE EASTBOUND TRACK AND LEVEL WITH THE TRACK.
 JC0356
 JC0356                          STATION RECOVERY (1985)
 JC0356
 JC0356'RECOVERY NOTE BY US POWER SQUADRON 1985
 JC0356'SIGNAL BASE IS NOT IN REAL GOOD SHAPE AND IS NOT TO EASY TO READ.
 JC0356
 JC0356                          STATION RECOVERY (1991)
 JC0356
 JC0356'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0356'RECOVERED IN GOOD CONDITION.
 JC0356
 JC0356                          STATION RECOVERY (1994)
 JC0356
 JC0356'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0356'RECOVERED IN GOOD CONDITION.
 JC0356
 JC0356                          STATION RECOVERY (1995)
 JC0356
 JC0356'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0356'RECOVERED IN GOOD CONDITION.
 JC0356
 JC0356                          STATION RECOVERY (1999)
 JC0356
 JC0356'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0227 ***********************************************************************
 JC0227  DESIGNATION -  A 205
 JC0227  PID         -  JC0227
 JC0227  STATE/COUNTY-  MO/ST LOUIS
 JC0227  USGS QUAD   -  KIRKWOOD (1993)
 JC0227
 JC0227                         *CURRENT SURVEY CONTROL
 JC0227  ___________________________________________________________________
 JC0227* NAD 83(1986)-  38 34 20.     (N)    090 27 38.     (W)     SCALED    
 JC0227* NAVD 88     -       155.085  (meters)     508.81   (feet)  ADJUSTED  
 JC0227  ___________________________________________________________________
 JC0227  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JC0227  DYNAMIC HT  -         154.984 (meters)     508.48  (feet)  COMP
 JC0227  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 JC0227
 JC0227  VERT ORDER  -  FIRST     CLASS I
 JC0227
 JC0227.The horizontal coordinates were scaled from a topographic map and have
 JC0227.an estimated accuracy of +/- 6 seconds.
 JC0227
 JC0227.The orthometric height was determined by differential leveling
 JC0227.and adjusted by the National Geodetic Survey in June 1991..
 JC0227
 JC0227.The geoid height was determined by GEOID03.
 JC0227
 JC0227.The dynamic height is computed by dividing the NAVD 88
 JC0227.geopotential number by the normal gravity value computed on the
 JC0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0227.degrees latitude (g = 980.6199 gals.).
 JC0227
 JC0227.The modeled gravity was interpolated from observed gravity values.
 JC0227
 JC0227;                    North         East    Units  Estimated Accuracy
 JC0227;SPC MO E     -   303,950.      253,440.      MT  (+/- 180 meters Scaled)
 JC0227
 JC0227                          SUPERSEDED SURVEY CONTROL
 JC0227
 JC0227  NGVD 29 (??/??/92)  155.181  (m)          509.12   (f) ADJ UNCH    1 1
 JC0227
 JC0227.Superseded values are not recommended for survey control.
 JC0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0227.See file dsdata.txt to determine how the superseded data were derived.
 JC0227
 JC0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC212723(NAD 83)
 JC0227_MARKER: DB = BENCH MARK DISK
 JC0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0227_SP_SET: BRIDGE FOOTER
 JC0227_STAMPING: A 205 1946
 JC0227_MARK LOGO: CGS   
 JC0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0227+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2003
 JC0227
 JC0227  HISTORY     - Date     Condition        Report By
 JC0227  HISTORY     - 1946     MONUMENTED       CGS
 JC0227  HISTORY     - 1969     GOOD             NGS
 JC0227  HISTORY     - 19910401 GOOD             USPSQD
 JC0227  HISTORY     - 19940511 GOOD             USPSQD
 JC0227  HISTORY     - 19950804 GOOD             USPSQD
 JC0227  HISTORY     - 19990307 GOOD             USPSQD
 JC0227  HISTORY     - 20030718 GOOD             WOOLPT
 JC0227
 JC0227                          STATION DESCRIPTION
 JC0227
 JC0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0227'3.1 MI SW FROM KIRKWOOD.
 JC0227'ABOUT 3.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0227'FROM THE STATION AT KIRKWOOD, AT BARRETTS, NEAR MILEPOLE 16-20,
 JC0227'SET IN THE TOP OF THE WEST END OF THE CONCRETE BASE TO THE NORTH
 JC0227'PIER OF THE BARRETTS STATION ROAD OVERPASS OVER THE TRACK,
 JC0227'7.3 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 4.5 FEET
 JC0227'EAST OF THE WEST END OF THE BASE, 1.4 FEET SOUTH OF THE NORTH
 JC0227'EDGE OF THE BASE AND 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 JC0227'MARK MAY BE REACHED BY GOING 2.6 MILES NORTHEAST ALONG THE
 JC0227'MISSOURI PACIFIC RAILROAD FROM THE OVERPASS OVER STATE HIGHWAY 141
 JC0227'AT VALLEY PARK.  SEC 9, T44N, R5E.
 JC0227
 JC0227                          STATION RECOVERY (1991)
 JC0227
 JC0227'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0227'RECOVERED IN GOOD CONDITION.
 JC0227
 JC0227                          STATION RECOVERY (1994)
 JC0227
 JC0227'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0227'RECOVERED IN GOOD CONDITION.
 JC0227
 JC0227                          STATION RECOVERY (1995)
 JC0227
 JC0227'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0227'RECOVERED IN GOOD CONDITION.
 JC0227
 JC0227                          STATION RECOVERY (1999)
 JC0227
 JC0227'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0227'RECOVERED IN GOOD CONDITION.
 JC0227
 JC0227                          STATION RECOVERY (2003)
 JC0227
 JC0227'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 JC0227'RECOVERED AS DESCRIBED.
 JC0227'--ADDITIONAL TO-REACH--TO REACH THE STATION FROM THE JUNCTION OF
 JC0227'INTERSTATE HIGHWAY 270 WITH DOUGHERTY FERRY ROAD, EXIT 8,
 JC0227'APPROXIMATELY 3.5 MI SOUTHEAST OF THE CITY OF MANCHESTER, GO
 JC0227'SOUTHWESTERLY 0.95 MI ON DOUGHERTY FERRY ROAD TO THE INTERSECTION OF
 JC0227'DOUGHERTY FERRY ROAD WITH BARRETT STATION ROAD, TURN LEFT AND GO SOUTH
 JC0227'AND SOUTHEAST 0.53 MI ON BARRETT STATON ROAD TO THE BRIDGE AHEAD AND
 JC0227'THE STATION BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0722 ***********************************************************************
 LF0722  DESIGNATION -  A 206
 LF0722  PID         -  LF0722
 LF0722  STATE/COUNTY-  MO/ATCHISON
 LF0722  USGS QUAD   -  PERU (1966)
 LF0722
 LF0722                         *CURRENT SURVEY CONTROL
 LF0722  ___________________________________________________________________
 LF0722* NAD 83(1986)-  40 24 03.     (N)    095 38 53.     (W)     SCALED    
 LF0722* NAVD 88     -       277.196  (meters)     909.43   (feet)  ADJUSTED  
 LF0722  ___________________________________________________________________
 LF0722  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LF0722  DYNAMIC HT  -         277.050 (meters)     908.95  (feet)  COMP
 LF0722  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 LF0722
 LF0722  VERT ORDER  -  SECOND    CLASS 0
 LF0722
 LF0722.The horizontal coordinates were scaled from a topographic map and have
 LF0722.an estimated accuracy of +/- 6 seconds.
 LF0722
 LF0722.The orthometric height was determined by differential leveling
 LF0722.and adjusted by the National Geodetic Survey in June 1991..
 LF0722
 LF0722.The geoid height was determined by GEOID03.
 LF0722
 LF0722.The dynamic height is computed by dividing the NAVD 88
 LF0722.geopotential number by the normal gravity value computed on the
 LF0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0722.degrees latitude (g = 980.6199 gals.).
 LF0722
 LF0722.The modeled gravity was interpolated from observed gravity values.
 LF0722
 LF0722;                    North         East    Units  Estimated Accuracy
 LF0722;SPC MO W     -   470,610.      752,540.      MT  (+/- 180 meters Scaled)
 LF0722
 LF0722                          SUPERSEDED SURVEY CONTROL
 LF0722
 LF0722  NGVD 29 (??/??/92)  277.121  (m)          909.19   (f) ADJ UNCH    2 0
 LF0722
 LF0722.Superseded values are not recommended for survey control.
 LF0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0722.See file dsdata.txt to determine how the superseded data were derived.
 LF0722
 LF0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE752756(NAD 83)
 LF0722_MARKER: DB = BENCH MARK DISK
 LF0722_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0722_SP_SET: BRIDGE
 LF0722_STAMPING: A 206 1947
 LF0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0722
 LF0722  HISTORY     - Date     Condition        Report By
 LF0722  HISTORY     - 1947     MONUMENTED       CGS
 LF0722
 LF0722                          STATION DESCRIPTION
 LF0722
 LF0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0722'2.6 MI W FROM PHELPS CITY.
 LF0722'2.65 MILES WEST ALONG STATE HIGHWAY NO. 4 FROM THE METHODIST
 LF0722'CHURCH AT PHELPS CITY, AT THE NORTHEAST END OF THE TOLL BRIDGE
 LF0722'OVER THE MISSOURI RIVER AT BROWNVILLE, NEBRASKA, 12.5 FEET
 LF0722'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 0.2 FOOT NORTHWEST OF
 LF0722'THE NORTHWEST SIDE OF A LARGE CONCRETE BRIDGE ENTRANCE POST,
 LF0722'SET IN THE CENTER AND TOP OF THE SOUTHEAST END OF THE NORTHEAST
 LF0722'CONCRETE ABUTMENT OF THE BRIDGE AND ABOUT 1 FOOT ABOVE THE
 LF0722'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0451 ***********************************************************************
 LF0451  DESIGNATION -  A 207
 LF0451  PID         -  LF0451
 LF0451  STATE/COUNTY-  MO/HOLT
 LF0451  USGS QUAD   -  CORNING (1984)
 LF0451
 LF0451                         *CURRENT SURVEY CONTROL
 LF0451  ___________________________________________________________________
 LF0451* NAD 83(1986)-  40 08 47.     (N)    095 24 25.     (W)     SCALED    
 LF0451* NAVD 88     -       264.244  (meters)     866.94   (feet)  ADJUSTED  
 LF0451  ___________________________________________________________________
 LF0451  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LF0451  DYNAMIC HT  -         264.101 (meters)     866.47  (feet)  COMP
 LF0451  MODELED GRAV-     980,075.5   (mgal)                       NAVD 88
 LF0451
 LF0451  VERT ORDER  -  SECOND    CLASS 0
 LF0451
 LF0451.The horizontal coordinates were scaled from a topographic map and have
 LF0451.an estimated accuracy of +/- 6 seconds.
 LF0451
 LF0451.The orthometric height was determined by differential leveling
 LF0451.and adjusted by the National Geodetic Survey in June 1991..
 LF0451
 LF0451.The geoid height was determined by GEOID03.
 LF0451
 LF0451.The dynamic height is computed by dividing the NAVD 88
 LF0451.geopotential number by the normal gravity value computed on the
 LF0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0451.degrees latitude (g = 980.6199 gals.).
 LF0451
 LF0451.The modeled gravity was interpolated from observed gravity values.
 LF0451
 LF0451;                    North         East    Units  Estimated Accuracy
 LF0451;SPC MO W     -   442,120.      772,720.      MT  (+/- 180 meters Scaled)
 LF0451
 LF0451                          SUPERSEDED SURVEY CONTROL
 LF0451
 LF0451  NGVD 29 (??/??/92)  264.164  (m)          866.68   (f) ADJ UNCH    2 0
 LF0451
 LF0451.Superseded values are not recommended for survey control.
 LF0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0451.See file dsdata.txt to determine how the superseded data were derived.
 LF0451
 LF0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE949467(NAD 83)
 LF0451_MARKER: DB = BENCH MARK DISK
 LF0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0451_STAMPING: A 207 1948
 LF0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0451+STABILITY: SURFACE MOTION
 LF0451
 LF0451  HISTORY     - Date     Condition        Report By
 LF0451  HISTORY     - 1948     MONUMENTED       CGS
 LF0451  HISTORY     - 1959     GOOD             NGS
 LF0451
 LF0451                          STATION DESCRIPTION
 LF0451
 LF0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0451'6.6 MI SW FROM CRAIG.
 LF0451'1.9 MILES WEST ALONG STATE HIGHWAY NO. 111 FROM THE STATION AT CRAIG,
 LF0451'THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.8 MILE EAST
 LF0451'ALONG A DIRT ROAD, THENCE 2.5 MILES SOUTH ALONG A DIRT ROAD, THENCE
 LF0451'0.85 MILE WEST ALONG A DIRT ROAD, ABOUT 125.0 FEET EAST OF A T-ROAD
 LF0451'LEADING NORTH AND SOUTH, IN A GROVE OF TREES, ABOUT 75.0 FEET
 LF0451'SOUTHWEST OF A FARMHOUSE, 24.0 FEET WEST OF THE CENTER LINE OF A
 LF0451'PRIVATE ROAD, 16.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LF0451'ROAD, 3.5 FEET WEST OF A 6-INCH WALNUT TREE, 1.7 FEET SOUTH OF A
 LF0451'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 LF0451'FOOT ABOVE THE GROUND.
 LF0451
 LF0451                          STATION RECOVERY (1959)
 LF0451
 LF0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0697 ***********************************************************************
 LF0697  DESIGNATION -  A 208
 LF0697  PID         -  LF0697
 LF0697  STATE/COUNTY-  MO/ATCHISON
 LF0697  USGS QUAD   -  LANGDON (1984)
 LF0697
 LF0697                         *CURRENT SURVEY CONTROL
 LF0697  ___________________________________________________________________
 LF0697* NAD 83(1986)-  40 20 18.     (N)    095 36 22.     (W)     SCALED    
 LF0697* NAVD 88     -       270.094  (meters)     886.13   (feet)  ADJUSTED  
 LF0697  ___________________________________________________________________
 LF0697  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LF0697  DYNAMIC HT  -         269.950 (meters)     885.66  (feet)  COMP
 LF0697  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 LF0697
 LF0697  VERT ORDER  -  SECOND    CLASS 0
 LF0697
 LF0697.The horizontal coordinates were scaled from a topographic map and have
 LF0697.an estimated accuracy of +/- 6 seconds.
 LF0697
 LF0697.The orthometric height was determined by differential leveling
 LF0697.and adjusted by the National Geodetic Survey in June 1991..
 LF0697
 LF0697.The geoid height was determined by GEOID03.
 LF0697
 LF0697.The dynamic height is computed by dividing the NAVD 88
 LF0697.geopotential number by the normal gravity value computed on the
 LF0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0697.degrees latitude (g = 980.6199 gals.).
 LF0697
 LF0697.The modeled gravity was interpolated from observed gravity values.
 LF0697
 LF0697;                    North         East    Units  Estimated Accuracy
 LF0697;SPC MO W     -   463,620.      756,020.      MT  (+/- 180 meters Scaled)
 LF0697
 LF0697                          SUPERSEDED SURVEY CONTROL
 LF0697
 LF0697  NGVD 29 (??/??/92)  270.008  (m)          885.85   (f) ADJ UNCH    2 0
 LF0697
 LF0697.Superseded values are not recommended for survey control.
 LF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0697.See file dsdata.txt to determine how the superseded data were derived.
 LF0697
 LF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE786685(NAD 83)
 LF0697_MARKER: DB = BENCH MARK DISK
 LF0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0697_STAMPING: A 208 1948
 LF0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0697+STABILITY: SURFACE MOTION
 LF0697
 LF0697  HISTORY     - Date     Condition        Report By
 LF0697  HISTORY     - 1948     MONUMENTED       CGS
 LF0697  HISTORY     - 1961     GOOD             NGS
 LF0697
 LF0697                          STATION DESCRIPTION
 LF0697
 LF0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0697'2.8 MI S FROM LANGDON.
 LF0697'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0697'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 1.05 MILE SOUTH
 LF0697'ALONG A PAVED ROAD, 1.1 MILES WEST OF BENCH MARK P.B.M. 104/2
 LF0697'(MORC), IN THE NORTHEAST QUARTER OF A ROAD CROSSING, 123.0 FEET
 LF0697'EAST OF THE CENTER LINE OF THE NORTH-SOUTH PAVED ROAD, 23.0 FEET
 LF0697'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 8.2 FEET EAST
 LF0697'OF A 24-INCH ELM TREE, 1.1 FEET SOUTH OF A FENCE, 1.9 FEET EAST
 LF0697'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0697'0.2 FOOT ABOVE THE GROUND.  NOTE-- THE WITNESS POST IS GONE AND THE
 LF0697'ELM TREE IS A 6-FOOT STUMP NOW.
 LF0697
 LF0697                          STATION RECOVERY (1961)
 LF0697
 LF0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0682 ***********************************************************************
 LF0682  DESIGNATION -  A 209
 LF0682  PID         -  LF0682
 LF0682  STATE/COUNTY-  MO/ATCHISON
 LF0682  USGS QUAD   -  LANGDON (1984)
 LF0682
 LF0682                         *CURRENT SURVEY CONTROL
 LF0682  ___________________________________________________________________
 LF0682* NAD 83(1986)-  40 21 09.     (N)    095 36 23.     (W)     SCALED    
 LF0682* NAVD 88     -       270.440  (meters)     887.27   (feet)  ADJUSTED  
 LF0682  ___________________________________________________________________
 LF0682  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LF0682  DYNAMIC HT  -         270.297 (meters)     886.80  (feet)  COMP
 LF0682  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 LF0682
 LF0682  VERT ORDER  -  SECOND    CLASS 0
 LF0682
 LF0682.The horizontal coordinates were scaled from a topographic map and have
 LF0682.an estimated accuracy of +/- 6 seconds.
 LF0682
 LF0682.The orthometric height was determined by differential leveling
 LF0682.and adjusted by the National Geodetic Survey in June 1991..
 LF0682
 LF0682.The geoid height was determined by GEOID03.
 LF0682
 LF0682.The dynamic height is computed by dividing the NAVD 88
 LF0682.geopotential number by the normal gravity value computed on the
 LF0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0682.degrees latitude (g = 980.6199 gals.).
 LF0682
 LF0682.The modeled gravity was interpolated from observed gravity values.
 LF0682
 LF0682;                    North         East    Units  Estimated Accuracy
 LF0682;SPC MO W     -   465,190.      756,010.      MT  (+/- 180 meters Scaled)
 LF0682
 LF0682                          SUPERSEDED SURVEY CONTROL
 LF0682
 LF0682  NGVD 29 (??/??/92)  270.354  (m)          886.99   (f) ADJ UNCH    2 0
 LF0682
 LF0682.Superseded values are not recommended for survey control.
 LF0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0682.See file dsdata.txt to determine how the superseded data were derived.
 LF0682
 LF0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE786701(NAD 83)
 LF0682_MARKER: DB = BENCH MARK DISK
 LF0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0682_STAMPING: A 209 1948
 LF0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0682+STABILITY: SURFACE MOTION
 LF0682
 LF0682  HISTORY     - Date     Condition        Report By
 LF0682  HISTORY     - 1948     MONUMENTED       CGS
 LF0682  HISTORY     - 1961     GOOD             NGS
 LF0682
 LF0682                          STATION DESCRIPTION
 LF0682
 LF0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0682'1.7 MI SW FROM LANGDON.
 LF0682'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0682'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, AT A T-ROAD, ABOUT 300.0
 LF0682'FEET NORTH OF A WHITE FARMHOUSE ON THE WEST SIDE OF THE ROAD, 21.0
 LF0682'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 17.0 FEET
 LF0682'SOUTH OF THE PROJECTED CENTER LINE OF THE ROAD LEADING EAST,
 LF0682'15.6 FEET SOUTH OF A 3-WAY CORNER FENCE POST, 2.3 FEET NORTHWEST
 LF0682'OF A POWER LINE POLE, 1.2 FEET EAST OF A FENCE, 1.8 FEET SOUTH OF
 LF0682'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0682'0.3 FOOT ABOVE THE GROUND.
 LF0682
 LF0682                          STATION RECOVERY (1961)
 LF0682
 LF0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0185 ***********************************************************************
 HE0185  DESIGNATION -  A 21
 HE0185  PID         -  HE0185
 HE0185  STATE/COUNTY-  MO/JASPER
 HE0185  USGS QUAD   -  CARTHAGE (1978)
 HE0185
 HE0185                         *CURRENT SURVEY CONTROL
 HE0185  ___________________________________________________________________
 HE0185* NAD 83(1986)-  37 10 34.     (N)    094 18 00.     (W)     SCALED    
 HE0185* NAVD 88     -       293.336  (meters)     962.39   (feet)  ADJUSTED  
 HE0185  ___________________________________________________________________
 HE0185  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 HE0185  DYNAMIC HT  -         293.097 (meters)     961.60  (feet)  COMP
 HE0185  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 HE0185
 HE0185  VERT ORDER  -  FIRST     CLASS II
 HE0185
 HE0185.The horizontal coordinates were scaled from a topographic map and have
 HE0185.an estimated accuracy of +/- 6 seconds.
 HE0185
 HE0185.The orthometric height was determined by differential leveling
 HE0185.and adjusted by the National Geodetic Survey in June 1991..
 HE0185
 HE0185.The geoid height was determined by GEOID03.
 HE0185
 HE0185.The dynamic height is computed by dividing the NAVD 88
 HE0185.geopotential number by the normal gravity value computed on the
 HE0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0185.degrees latitude (g = 980.6199 gals.).
 HE0185
 HE0185.The modeled gravity was interpolated from observed gravity values.
 HE0185
 HE0185;                    North         East    Units  Estimated Accuracy
 HE0185;SPC MO W     -   112,030.      867,760.      MT  (+/- 180 meters Scaled)
 HE0185
 HE0185                          SUPERSEDED SURVEY CONTROL
 HE0185
 HE0185  NGVD 29 (??/??/92)  293.236  (m)          962.06   (f) ADJ UNCH    1 2
 HE0185
 HE0185.Superseded values are not recommended for survey control.
 HE0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0185.See file dsdata.txt to determine how the superseded data were derived.
 HE0185
 HE0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB845152(NAD 83)
 HE0185_MARKER: DB = BENCH MARK DISK
 HE0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0185_STAMPING: A 21 1933
 HE0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0185+STABILITY: SURFACE MOTION
 HE0185
 HE0185  HISTORY     - Date     Condition        Report By
 HE0185  HISTORY     - 1933     MONUMENTED       CGS
 HE0185  HISTORY     - 1935     GOOD             NGS
 HE0185  HISTORY     - 20060607 MARK NOT FOUND   MODNR
 HE0185
 HE0185                          STATION DESCRIPTION
 HE0185
 HE0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0185'AT CARTHAGE.
 HE0185'AT CARTHAGE, JASPER COUNTY, NEAR THE ST. LOUIS-SAN FRANCISCO
 HE0185'RAILWAY STATION, 16 POLES WEST OF MILEPOST 312, 7 YARDS NORTH
 HE0185'OF A POWER-TRANSMISSION LINE TOWER, IN THE CARTHAGE WATER AND
 HE0185'ELECTRIC PLANT FRONT YARD, 1 FOOT NORTH OF THE ENTRANCE WALK,
 HE0185'AND 1 FOOT EAST OF THE RIVER STREET WALK.  A STANDARD DISK,
 HE0185'STAMPED A 21 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HE0185
 HE0185                          STATION RECOVERY (2006)
 HE0185
 HE0185'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE0185'ALL TIES GONE. GROUNDS PEOPLE SAID THAT MAJOR LANDSCAPING HAD BEEN
 HE0185'DONE 1 YEAR AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0385 ***********************************************************************
 LF0385  DESIGNATION -  A 210
 LF0385  PID         -  LF0385
 LF0385  STATE/COUNTY-  MO/HOLT
 LF0385  USGS QUAD   -  CORNING (1984)
 LF0385
 LF0385                         *CURRENT SURVEY CONTROL
 LF0385  ___________________________________________________________________
 LF0385* NAD 83(1986)-  40 13 05.     (N)    095 24 46.     (W)     SCALED    
 LF0385* NAVD 88     -       264.679  (meters)     868.37   (feet)  ADJUSTED  
 LF0385  ___________________________________________________________________
 LF0385  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LF0385  DYNAMIC HT  -         264.536 (meters)     867.90  (feet)  COMP
 LF0385  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 LF0385
 LF0385  VERT ORDER  -  FIRST     CLASS II
 LF0385
 LF0385.The horizontal coordinates were scaled from a topographic map and have
 LF0385.an estimated accuracy of +/- 6 seconds.
 LF0385
 LF0385.The orthometric height was determined by differential leveling
 LF0385.and adjusted by the National Geodetic Survey in June 1991..
 LF0385
 LF0385.The geoid height was determined by GEOID03.
 LF0385
 LF0385.The dynamic height is computed by dividing the NAVD 88
 LF0385.geopotential number by the normal gravity value computed on the
 LF0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0385.degrees latitude (g = 980.6199 gals.).
 LF0385
 LF0385.The modeled gravity was interpolated from observed gravity values.
 LF0385
 LF0385;                    North         East    Units  Estimated Accuracy
 LF0385;SPC MO W     -   450,080.      772,310.      MT  (+/- 180 meters Scaled)
 LF0385
 LF0385                          SUPERSEDED SURVEY CONTROL
 LF0385
 LF0385  NGVD 29 (??/??/92)  264.600  (m)          868.11   (f) ADJ UNCH    1 2
 LF0385
 LF0385.Superseded values are not recommended for survey control.
 LF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0385.See file dsdata.txt to determine how the superseded data were derived.
 LF0385
 LF0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE946547(NAD 83)
 LF0385_MARKER: DB = BENCH MARK DISK
 LF0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0385_SP_SET: CONCRETE POST
 LF0385_STAMPING: A 210 1948
 LF0385_MARK LOGO: CGS   
 LF0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0385+STABILITY: SURFACE MOTION
 LF0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0385+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1989
 LF0385
 LF0385  HISTORY     - Date     Condition        Report By
 LF0385  HISTORY     - 1948     MONUMENTED       CGS
 LF0385  HISTORY     - 1961     GOOD             NGS
 LF0385  HISTORY     - 19890728 GOOD             NGS
 LF0385
 LF0385                          STATION DESCRIPTION
 LF0385
 LF0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0385'2.7 MI NW FROM CRAIG.
 LF0385'2.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0385'RAILROAD FROM THE STATION AT CRAIG, 3.0 MILES SOUTHEAST OF THE
 LF0385'STATION AT CORNING, ABOUT 0.2 MILE NORTHWEST OF A PUBLIC ROAD
 LF0385'CROSSING, 68.6 FEET SOUTH OF MILEPOST NO. 112, 44.4 FEET SOUTHWEST
 LF0385'OF THE SOUTHWEST RAIL OF THE TRACK, 16.0 FEET NORTHEAST OF THE
 LF0385'CENTER LINE OF A DIRT ROAD, 1.3 FEET NORTHEAST OF THE SOUTHWEST
 LF0385'RIGHT-OF-WAY FENCE, 1.6 FEET SOUTHEAST OF A REFERENCE POST,
 LF0385'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 LF0385'THE GROUND.
 LF0385
 LF0385                          STATION RECOVERY (1961)
 LF0385
 LF0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0385'RECOVERED IN GOOD CONDITION.
 LF0385
 LF0385                          STATION RECOVERY (1989)
 LF0385
 LF0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0385'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.8 KM
 LF0385'(3.00 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 LF0385'ITS JUNCTION WITH STATE HIGHWAY 111 IN CORNING, 21.0 M (68.9 FT)
 LF0385'SOUTH OF MILEPOST 112, 13.6 M (44.6 FT) SOUTHWEST OF THE NEAR RAIL,
 LF0385'4.7 M (15.4 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 0.6 M
 LF0385'(2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTHEAST OF A
 LF0385'WITNESS POST, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.6 M (2.0 FT)
 LF0385'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0996 ***********************************************************************
 LF0996  DESIGNATION -  A 211
 LF0996  PID         -  LF0996
 LF0996  STATE/COUNTY-  MO/ATCHISON
 LF0996  USGS QUAD   -  HAMBURG (1984)
 LF0996
 LF0996                         *CURRENT SURVEY CONTROL
 LF0996  ___________________________________________________________________
 LF0996* NAD 83(1986)-  40 34 23.     (N)    095 44 08.     (W)     SCALED    
 LF0996* NAVD 88     -       278.872  (meters)     914.93   (feet)  ADJUSTED  
 LF0996  ___________________________________________________________________
 LF0996  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LF0996  DYNAMIC HT  -         278.724 (meters)     914.45  (feet)  COMP
 LF0996  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 LF0996
 LF0996  VERT ORDER  -  SECOND    CLASS 0
 LF0996
 LF0996.The horizontal coordinates were scaled from a topographic map and have
 LF0996.an estimated accuracy of +/- 6 seconds.
 LF0996
 LF0996.The orthometric height was determined by differential leveling
 LF0996.and adjusted by the National Geodetic Survey in June 1991..
 LF0996
 LF0996.The geoid height was determined by GEOID03.
 LF0996
 LF0996.The dynamic height is computed by dividing the NAVD 88
 LF0996.geopotential number by the normal gravity value computed on the
 LF0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0996.degrees latitude (g = 980.6199 gals.).
 LF0996
 LF0996.The modeled gravity was interpolated from observed gravity values.
 LF0996
 LF0996;                    North         East    Units  Estimated Accuracy
 LF0996;SPC MO W     -   489,830.      745,380.      MT  (+/- 180 meters Scaled)
 LF0996
 LF0996                          SUPERSEDED SURVEY CONTROL
 LF0996
 LF0996  NGVD 29 (??/??/92)  278.772  (m)          914.60   (f) ADJ UNCH    2 0
 LF0996
 LF0996.Superseded values are not recommended for survey control.
 LF0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0996.See file dsdata.txt to determine how the superseded data were derived.
 LF0996
 LF0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE684949(NAD 83)
 LF0996_MARKER: DB = BENCH MARK DISK
 LF0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0996_STAMPING: A 211 1948
 LF0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0996+STABILITY: SURFACE MOTION
 LF0996
 LF0996  HISTORY     - Date     Condition        Report By
 LF0996  HISTORY     - 1948     MONUMENTED       CGS
 LF0996  HISTORY     - 1961     GOOD             NGS
 LF0996
 LF0996                          STATION DESCRIPTION
 LF0996
 LF0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF0996'5.6 MI SW FROM HAMBURG.
 LF0996'1.6 MILES SOUTH ALONG A MACADAM ROAD FROM THE RAILROAD
 LF0996'STATION AT HAMBURG, THENCE 4.0 MILES WEST ALONG A GRADED ROCK
 LF0996'ROAD, AT A T-ROAD JUNCTION, 56.4 FEET EAST OF THE SOUTHEAST
 LF0996'CORNER OF A WOODEN CORN CRIB, 17 FEET WEST OF THE CENTER OF
 LF0996'THE NORTH-SOUTH ROAD, 2.8 FEET WEST-NORTHWEST OF A TELEPHONE
 LF0996'POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 LF0996'THE SURFACE OF THE GROUND.  NOTE-- THE ROAD LEADING SOUTH DROPS
 LF0996'ABOUT 5 FEET TO A LOWER LEVEL AT THIS POINT.  THIS MARK IS 0.8
 LF0996'MILE SOUTH OF 289(MORC) AND THE IOWA-MISSOURI STATE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0592 ***********************************************************************
 LF0592  DESIGNATION -  A 212
 LF0592  PID         -  LF0592
 LF0592  STATE/COUNTY-  MO/ATCHISON
 LF0592  USGS QUAD   -  PERU (1966)
 LF0592
 LF0592                         *CURRENT SURVEY CONTROL
 LF0592  ___________________________________________________________________
 LF0592* NAD 83(1986)-  40 29 41.     (N)    095 37 40.     (W)     SCALED    
 LF0592* NAVD 88     -       276.350  (meters)     906.66   (feet)  ADJUSTED  
 LF0592  ___________________________________________________________________
 LF0592  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LF0592  DYNAMIC HT  -         276.203 (meters)     906.18  (feet)  COMP
 LF0592  MODELED GRAV-     980,087.1   (mgal)                       NAVD 88
 LF0592
 LF0592  VERT ORDER  -  FIRST     CLASS II
 LF0592
 LF0592.The horizontal coordinates were scaled from a topographic map and have
 LF0592.an estimated accuracy of +/- 6 seconds.
 LF0592
 LF0592.The orthometric height was determined by differential leveling
 LF0592.and adjusted by the National Geodetic Survey in June 1991..
 LF0592.WARNING-Repeat measurements at this control monument indicate possible
 LF0592.vertical movement.
 LF0592
 LF0592.The geoid height was determined by GEOID03.
 LF0592
 LF0592.The dynamic height is computed by dividing the NAVD 88
 LF0592.geopotential number by the normal gravity value computed on the
 LF0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0592.degrees latitude (g = 980.6199 gals.).
 LF0592
 LF0592.The modeled gravity was interpolated from observed gravity values.
 LF0592
 LF0592;                    North         East    Units  Estimated Accuracy
 LF0592;SPC MO W     -   481,010.      754,400.      MT  (+/- 180 meters Scaled)
 LF0592
 LF0592                          SUPERSEDED SURVEY CONTROL
 LF0592
 LF0592  NGVD 29 (??/??/92)  276.295  (m)          906.48   (f) ADJ UNCH    1 2
 LF0592
 LF0592.Superseded values are not recommended for survey control.
 LF0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0592.See file dsdata.txt to determine how the superseded data were derived.
 LF0592
 LF0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE773859(NAD 83)
 LF0592_MARKER: DB = BENCH MARK DISK
 LF0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0592_SP_SET: CONCRETE POST
 LF0592_STAMPING: A 212 1948
 LF0592_MARK LOGO: CGS   
 LF0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0592+STABILITY: SURFACE MOTION
 LF0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0592+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0592
 LF0592  HISTORY     - Date     Condition        Report By
 LF0592  HISTORY     - 1948     MONUMENTED       CGS
 LF0592  HISTORY     - 1961     GOOD             NGS
 LF0592  HISTORY     - 19890726 GOOD             NGS
 LF0592
 LF0592                          STATION DESCRIPTION
 LF0592
 LF0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0592'1.2 MI N FROM WATSON.
 LF0592'1.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0592'FROM THE STATION AT WATSON, AT A PRIVATE ROAD CROSSING, 59.5 FEET
 LF0592'NORTH OF THE 5TH POLE SOUTH OF MILEPOST 135, 65.0 FEET SOUTH OF
 LF0592'THE 4TH POLE SOUTH OF MILEPOST 135, 44.6 FEET EAST OF THE EAST
 LF0592'RAIL OF THE TRACKS, 13.0 FEET SOUTH OF THE CENTER LINE OF THE
 LF0592'ROAD, 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.0 FOOT
 LF0592'NORTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF0592'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE MARK
 LF0592'IS 6 FEET SOUTH OF A SOUTH CONCRETE GATE POST IN THE RIGHT-OF-WAY
 LF0592'FENCE AND THE WITNESS POST IS GONE.
 LF0592
 LF0592                          STATION RECOVERY (1961)
 LF0592
 LF0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0592'RECOVERED IN GOOD CONDITION.
 LF0592
 LF0592                          STATION RECOVERY (1989)
 LF0592
 LF0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0592'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.1 KM
 LF0592'(1.30 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0592'JUNCTION OF COUNTY ROAD A IN WATSON, 13.6 M (44.6 FT) EAST OF THE
 LF0592'NEAR RAIL, 1.6 M (5.2 FT) SOUTH OF THE NORTH END OF A FENCE LINE, 0.2
 LF0592'M (0.7 FT) WEST OF A WITNESS POST AND FENCE, LEVEL WITH THE TRACK,
 LF0592'AND IN A CONCRETE MONUMENT THAT PROJECTS 0.05 M (0.2 FT) ABOVE THE
 LF0592'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0409 ***********************************************************************
 KD0409  DESIGNATION -  A 213
 KD0409  PID         -  KD0409
 KD0409  STATE/COUNTY-  MO/SALINE
 KD0409  USGS QUAD   -  MALTA BEND (1978)
 KD0409
 KD0409                         *CURRENT SURVEY CONTROL
 KD0409  ___________________________________________________________________
 KD0409* NAD 83(1986)-  39 13 32.     (N)    093 21 42.     (W)     SCALED    
 KD0409* NAVD 88     -       200.188  (meters)     656.78   (feet)  POSTED    
 KD0409  ___________________________________________________________________
 KD0409  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0409  DYNAMIC HT  -         200.070 (meters)     656.40  (feet)  COMP
 KD0409  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 KD0409
 KD0409  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0409
 KD0409.The horizontal coordinates were scaled from a topographic map and have
 KD0409.an estimated accuracy of +/- 6 seconds.
 KD0409
 KD0409.The orthometric height was determined by differential leveling
 KD0409.and adjusted by the National Geodetic Survey in 1992..
 KD0409.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0409.rate of 2.1 thru 3.0 mm/km.
 KD0409
 KD0409.The geoid height was determined by GEOID03.
 KD0409
 KD0409.The dynamic height is computed by dividing the NAVD 88
 KD0409.geopotential number by the normal gravity value computed on the
 KD0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0409.degrees latitude (g = 980.6199 gals.).
 KD0409
 KD0409.The modeled gravity was interpolated from observed gravity values.
 KD0409
 KD0409;                    North         East    Units  Estimated Accuracy
 KD0409;SPC MO C     -   376,820.      425,600.      MT  (+/- 180 meters Scaled)
 KD0409
 KD0409                          SUPERSEDED SURVEY CONTROL
 KD0409
 KD0409  NGVD 29 (??/??/92)  200.120  (m)          656.56   (f) ADJ UNCH    1 2
 KD0409
 KD0409.Superseded values are not recommended for survey control.
 KD0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0409.See file dsdata.txt to determine how the superseded data were derived.
 KD0409
 KD0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD687418(NAD 83)
 KD0409_MARKER: DB = BENCH MARK DISK
 KD0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0409_STAMPING: A 213 1948
 KD0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0409+STABILITY: SURFACE MOTION
 KD0409
 KD0409  HISTORY     - Date     Condition        Report By
 KD0409  HISTORY     - 1948     MONUMENTED       CGS
 KD0409
 KD0409                          STATION DESCRIPTION
 KD0409
 KD0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0409'2.2 MI N FROM MALTA BEND.
 KD0409'2.2 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION OF LIN
 KD0409'STREET AND U.S. HIGHWAY 65 (STATE STREET) AT MALTA BEND, AT THE
 KD0409'NORTHEAST CORNER OF THE RUSSELL ANDERSON FARM PROPERTY, 277.0
 KD0409'FEET SOUTH OF THE TOP OF THE RIVER LEVEE, 212.0 FEET EAST OF THE
 KD0409'SOUTHEAST CORNER OF A BARN, 35.0 FEET WEST OF THE CENTER LINE OF
 KD0409'THE ROAD, 2.0 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 KD0409'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0371 ***********************************************************************
 KD0371  DESIGNATION -  A 214
 KD0371  PID         -  KD0371
 KD0371  STATE/COUNTY-  MO/SALINE
 KD0371  USGS QUAD   -  MIAMI (1979)
 KD0371
 KD0371                         *CURRENT SURVEY CONTROL
 KD0371  ___________________________________________________________________
 KD0371* NAD 83(1986)-  39 21 43.     (N)    093 08 46.     (W)     SCALED    
 KD0371* NAVD 88     -       196.799  (meters)     645.66   (feet)  ADJUSTED  
 KD0371  ___________________________________________________________________
 KD0371  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0371  DYNAMIC HT  -         196.682 (meters)     645.28  (feet)  COMP
 KD0371  MODELED GRAV-     980,030.3   (mgal)                       NAVD 88
 KD0371
 KD0371  VERT ORDER  -  FIRST     CLASS II
 KD0371
 KD0371.The horizontal coordinates were scaled from a topographic map and have
 KD0371.an estimated accuracy of +/- 6 seconds.
 KD0371
 KD0371.The orthometric height was determined by differential leveling
 KD0371.and adjusted by the National Geodetic Survey in June 1991..
 KD0371
 KD0371.The geoid height was determined by GEOID03.
 KD0371
 KD0371.The dynamic height is computed by dividing the NAVD 88
 KD0371.geopotential number by the normal gravity value computed on the
 KD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0371.degrees latitude (g = 980.6199 gals.).
 KD0371
 KD0371.The modeled gravity was interpolated from observed gravity values.
 KD0371
 KD0371;                    North         East    Units  Estimated Accuracy
 KD0371;SPC MO C     -   391,810.      444,320.      MT  (+/- 180 meters Scaled)
 KD0371
 KD0371                          SUPERSEDED SURVEY CONTROL
 KD0371
 KD0371  NGVD 29 (??/??/92)  196.779  (m)          645.60   (f) ADJ UNCH    1 2
 KD0371
 KD0371.Superseded values are not recommended for survey control.
 KD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0371.See file dsdata.txt to determine how the superseded data were derived.
 KD0371
 KD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD874569(NAD 83)
 KD0371_MARKER: DB = BENCH MARK DISK
 KD0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0371_STAMPING: A 214 1948
 KD0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0371+STABILITY: SURFACE MOTION
 KD0371
 KD0371  HISTORY     - Date     Condition        Report By
 KD0371  HISTORY     - 1948     MONUMENTED       CGS
 KD0371
 KD0371                          STATION DESCRIPTION
 KD0371
 KD0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0371'5.9 MI E FROM MIAMI.
 KD0371'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0371'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0371'1.0 MILE NORTHEAST, 0.05 MILE SOUTH, 3.2 MILES EAST AND 1.6 MILE
 KD0371'NORTH ALONG DIRT ROADS, 0.4 MILE NORTH OF A CHURCH, 36.0 FEET
 KD0371'NORTH OF THE CENTER LINE OF A TRAIL LEADING EAST, 30.0 FEET EAST
 KD0371'OF THE CENTER LINE OF THE ROAD, 68.0 FEET SOUTHWEST OF A PECAN
 KD0371'TREE, 13.8 FEET NORTH OF A 12-INCH TWIN ELM TREE, 2.0 FEET
 KD0371'EAST OF A FENCE, 2.0 FEET SOUTH OF A REFERENCE POST, SETIN
 KD0371'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0390 ***********************************************************************
 KE0390  DESIGNATION -  A 215
 KE0390  PID         -  KE0390
 KE0390  STATE/COUNTY-  MO/BUCHANAN
 KE0390  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0390
 KE0390                         *CURRENT SURVEY CONTROL
 KE0390  ___________________________________________________________________
 KE0390* NAD 83(1986)-  39 49 18.     (N)    094 52 28.     (W)     SCALED    
 KE0390* NAVD 88     -       253.467  (meters)     831.58   (feet)  ADJUSTED  
 KE0390  ___________________________________________________________________
 KE0390  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KE0390  DYNAMIC HT  -         253.318 (meters)     831.09  (feet)  COMP
 KE0390  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 KE0390
 KE0390  VERT ORDER  -  FIRST     CLASS II
 KE0390
 KE0390.The horizontal coordinates were scaled from a topographic map and have
 KE0390.an estimated accuracy of +/- 6 seconds.
 KE0390
 KE0390.The orthometric height was determined by differential leveling
 KE0390.and adjusted by the National Geodetic Survey in June 1991..
 KE0390
 KE0390.The geoid height was determined by GEOID03.
 KE0390
 KE0390.The dynamic height is computed by dividing the NAVD 88
 KE0390.geopotential number by the normal gravity value computed on the
 KE0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0390.degrees latitude (g = 980.6199 gals.).
 KE0390
 KE0390.The modeled gravity was interpolated from observed gravity values.
 KE0390
 KE0390;                    North         East    Units  Estimated Accuracy
 KE0390;SPC MO W     -   405,740.      817,940.      MT  (+/- 180 meters Scaled)
 KE0390
 KE0390                          SUPERSEDED SURVEY CONTROL
 KE0390
 KE0390  NGVD 29 (??/??/92)  253.370  (m)          831.26   (f) ADJ UNCH    1 2
 KE0390
 KE0390.Superseded values are not recommended for survey control.
 KE0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0390.See file dsdata.txt to determine how the superseded data were derived.
 KE0390
 KE0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE395096(NAD 83)
 KE0390_MARKER: DB = BENCH MARK DISK
 KE0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0390_SP_SET: BRIDGE ABUTMENT
 KE0390_STAMPING: A 215 1948
 KE0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0390
 KE0390  HISTORY     - Date     Condition        Report By
 KE0390  HISTORY     - 1948     MONUMENTED       CGS
 KE0390  HISTORY     - 1961     MARK NOT FOUND   NGS
 KE0390  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0390
 KE0390                          STATION DESCRIPTION
 KE0390
 KE0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0390'4.2 MI S FROM AMAZONIA.
 KE0390'4.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0390'FROM THE STATION AT AMAZONIA, 5.0 MILES NORTH OF THE STATION AT
 KE0390'ST. JOSEPH, 1.0 MILE NORTH OF THE ST. JOSEPH WATER WORKS, SET
 KE0390'IN THE EAST END OF THE SOUTH ABUTMENT OF BRIDGE NO. 67.99,
 KE0390'71.0 FEET SOUTH OF MILEPOST NO. 68, 5.3 FEET EAST OF THE EAST
 KE0390'RAIL OF THE MOST EASTERLY TRACK, 0.8 FOOT WEST OF THE TOP EDGE
 KE0390'OF THE ABUTMENT, 1.6 FEET SOUTH OF THE NORTH FACE OF THE ABUTMENT,
 KE0390'2.0 FEET BELOW TRACK LEVEL.  NOTE-- THE CONCRETE ABUTMENT HAS
 KE0390'TWO WOODEN TIMBERS PLACES ON IT WHICH PROBABLY COVERS THE MARK.
 KE0390
 KE0390                          STATION RECOVERY (1961)
 KE0390
 KE0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0390'MARK NOT FOUND.
 KE0390
 KE0390                          STATION RECOVERY (1989)
 KE0390
 KE0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0390'THERE HAS BEEN WOODEN BEAMS ADDED TO THE TOP OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0389 ***********************************************************************
 KE0389  DESIGNATION -  A 216
 KE0389  PID         -  KE0389
 KE0389  STATE/COUNTY-  MO/BUCHANAN
 KE0389  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0389
 KE0389                         *CURRENT SURVEY CONTROL
 KE0389  ___________________________________________________________________
 KE0389* NAD 83(1986)-  39 48 22.     (N)    094 52 29.     (W)     SCALED    
 KE0389* NAVD 88     -       250.849  (meters)     822.99   (feet)  ADJUSTED  
 KE0389  ___________________________________________________________________
 KE0389  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KE0389  DYNAMIC HT  -         250.701 (meters)     822.51  (feet)  COMP
 KE0389  MODELED GRAV-     980,031.5   (mgal)                       NAVD 88
 KE0389
 KE0389  VERT ORDER  -  FIRST     CLASS II
 KE0389
 KE0389.The horizontal coordinates were scaled from a topographic map and have
 KE0389.an estimated accuracy of +/- 6 seconds.
 KE0389
 KE0389.The orthometric height was determined by differential leveling
 KE0389.and adjusted by the National Geodetic Survey in June 1991..
 KE0389
 KE0389.The geoid height was determined by GEOID03.
 KE0389
 KE0389.The dynamic height is computed by dividing the NAVD 88
 KE0389.geopotential number by the normal gravity value computed on the
 KE0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0389.degrees latitude (g = 980.6199 gals.).
 KE0389
 KE0389.The modeled gravity was interpolated from observed gravity values.
 KE0389
 KE0389;                    North         East    Units  Estimated Accuracy
 KE0389;SPC MO W     -   404,010.      817,910.      MT  (+/- 180 meters Scaled)
 KE0389
 KE0389                          SUPERSEDED SURVEY CONTROL
 KE0389
 KE0389  NGVD 29 (??/??/92)  250.752  (m)          822.68   (f) ADJ UNCH    1 2
 KE0389
 KE0389.Superseded values are not recommended for survey control.
 KE0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0389.See file dsdata.txt to determine how the superseded data were derived.
 KE0389
 KE0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE395079(NAD 83)
 KE0389_MARKER: DB = BENCH MARK DISK
 KE0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0389_SP_SET: WALL
 KE0389_STAMPING: A 216 1948
 KE0389_MARK LOGO: CGS   
 KE0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0389+STABILITY: SURFACE MOTION
 KE0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0389+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 KE0389
 KE0389  HISTORY     - Date     Condition        Report By
 KE0389  HISTORY     - 1948     MONUMENTED       CGS
 KE0389  HISTORY     - 1961     GOOD             NGS
 KE0389  HISTORY     - 19890815 GOOD             NGS
 KE0389
 KE0389                          STATION DESCRIPTION
 KE0389
 KE0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0389'4 MI N FROM ST JOSEPH.
 KE0389'4.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0389'FROM THE STATION AT ST. JOSEPH, AT THE NORTHWEST CORNER ON
 KE0389'THE NORTH SIDE OF THE MOST NORTHERLY BUILDING AT THE ST. JOSEPH
 KE0389'WATER WORKS, 195.0 FEET WEST OF THE WEST RAIL OF THE MOST
 KE0389'WESTERLY MAIN TRACK, ABOUT 300.0 FEET SOUTHWEST OF MILEPOST
 KE0389'NO. 67, 63.3 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 KE0389'40.0 FEET SOUTH OF THE CENTER LINE OF A CINDER DRIVE, 13.0
 KE0389'FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, 0.8 FOOT
 KE0389'NORTH OF THE NORTH FACE OF THE BUILDING, 1.8 FEET WEST OF A
 KE0389'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0389'0.2 FOOT BELOW GROUND LEVEL.  NOTE-- WITNESS POST GONE.
 KE0389
 KE0389                          STATION RECOVERY (1961)
 KE0389
 KE0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0389'RECOVERED IN GOOD CONDITION.
 KE0389
 KE0389                          STATION RECOVERY (1989)
 KE0389
 KE0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0355 ***********************************************************************
 KE0355  DESIGNATION -  A 217
 KE0355  PID         -  KE0355
 KE0355  STATE/COUNTY-  MO/BUCHANAN
 KE0355  USGS QUAD   -  HALLS (1972)
 KE0355
 KE0355                         *CURRENT SURVEY CONTROL
 KE0355  ___________________________________________________________________
 KE0355* NAD 83(1986)-  39 39 27.     (N)    094 55 32.     (W)     SCALED    
 KE0355* NAVD 88     -       248.317  (meters)     814.69   (feet)  ADJUSTED  
 KE0355  ___________________________________________________________________
 KE0355  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0355  DYNAMIC HT  -         248.170 (meters)     814.20  (feet)  COMP
 KE0355  MODELED GRAV-     980,027.8   (mgal)                       NAVD 88
 KE0355
 KE0355  VERT ORDER  -  FIRST     CLASS II
 KE0355
 KE0355.The horizontal coordinates were scaled from a topographic map and have
 KE0355.an estimated accuracy of +/- 6 seconds.
 KE0355
 KE0355.The orthometric height was determined by differential leveling
 KE0355.and adjusted by the National Geodetic Survey in June 1991..
 KE0355
 KE0355.The geoid height was determined by GEOID03.
 KE0355
 KE0355.The dynamic height is computed by dividing the NAVD 88
 KE0355.geopotential number by the normal gravity value computed on the
 KE0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0355.degrees latitude (g = 980.6199 gals.).
 KE0355
 KE0355.The modeled gravity was interpolated from observed gravity values.
 KE0355
 KE0355;                    North         East    Units  Estimated Accuracy
 KE0355;SPC MO W     -   387,530.      813,480.      MT  (+/- 180 meters Scaled)
 KE0355
 KE0355                          SUPERSEDED SURVEY CONTROL
 KE0355
 KE0355  NGVD 29 (??/??/92)  248.209  (m)          814.33   (f) ADJ UNCH    1 2
 KE0355
 KE0355.Superseded values are not recommended for survey control.
 KE0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0355.See file dsdata.txt to determine how the superseded data were derived.
 KE0355
 KE0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD348915(NAD 83)
 KE0355_MARKER: DB = BENCH MARK DISK
 KE0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0355_STAMPING: A 217 1948
 KE0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0355+STABILITY: SURFACE MOTION
 KE0355
 KE0355  HISTORY     - Date     Condition        Report By
 KE0355  HISTORY     - 1948     MONUMENTED       CGS
 KE0355  HISTORY     - 1958     GOOD             NGS
 KE0355  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0355
 KE0355                          STATION DESCRIPTION
 KE0355
 KE0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0355'3 MI NE FROM HALLS.
 KE0355'3.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0355'RAILROAD FROM THE STATION AT HALLS, 1.2 MILES NORTHEAST OF THE
 KE0355'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION AT KENMOOR, AT
 KE0355'THE CROSSING OF THE TRACKS AND OLD U.S. HIGHWAY NO. 59, 0.3
 KE0355'MILE SOUTHWEST OF THE NEW HIGHWAY OVERPASS, 103.5 FEET SOUTHEAST
 KE0355'OF THE SOUTHEAST RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0355'RAILWAY TRACK, 23.0 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD
 KE0355'HIGHWAY, 54.3 FEET WEST-NORTHWEST OF THE WEST CORNER OF THE
 KE0355'RESIDENCE OF JEFF MATTHEWS, 44.9 FEET NORTH OF THE NORTH CORNER
 KE0355'OF CHARLIE KINGS STORE, 66.8 FEET SOUTHEAST OF THE SECOND POLE
 KE0355'SOUTHWEST OF MILEPOST NO. 506 OF THE ROCK ISLAND RAILWAY, 2.0
 KE0355'FEET EAST OF A POWER LINE POLE, 1.4 FEET NORTHWEST OF A FENCE,
 KE0355'1.3 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 KE0355'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KE0355
 KE0355                          STATION RECOVERY (1958)
 KE0355
 KE0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0355'RECOVERED IN GOOD CONDITION.
 KE0355
 KE0355                          STATION RECOVERY (1989)
 KE0355
 KE0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0247 ***********************************************************************
 KE0247  DESIGNATION -  A 218
 KE0247  PID         -  KE0247
 KE0247  STATE/COUNTY-  MO/CLAY
 KE0247  USGS QUAD   -  KANSAS CITY (1991)
 KE0247
 KE0247                         *CURRENT SURVEY CONTROL
 KE0247  ___________________________________________________________________
 KE0247* NAD 83(1986)-  39 07 17.     (N)    094 35 19.     (W)     SCALED    
 KE0247* NAVD 88     -       225.920  (meters)     741.21   (feet)  ADJUSTED  
 KE0247  ___________________________________________________________________
 KE0247  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE0247  DYNAMIC HT  -         225.776 (meters)     740.73  (feet)  COMP
 KE0247  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 KE0247
 KE0247  VERT ORDER  -  FIRST     CLASS II
 KE0247
 KE0247.This mark is at Kansas City Downtown Airport (MKC)
 KE0247
 KE0247.The horizontal coordinates were scaled from a topographic map and have
 KE0247.an estimated accuracy of +/- 6 seconds.
 KE0247
 KE0247.The orthometric height was determined by differential leveling
 KE0247.and adjusted by the National Geodetic Survey in June 1991..
 KE0247
 KE0247.The geoid height was determined by GEOID03.
 KE0247
 KE0247.The dynamic height is computed by dividing the NAVD 88
 KE0247.geopotential number by the normal gravity value computed on the
 KE0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0247.degrees latitude (g = 980.6199 gals.).
 KE0247
 KE0247.The modeled gravity was interpolated from observed gravity values.
 KE0247
 KE0247;                    North         East    Units  Estimated Accuracy
 KE0247;SPC MO W     -   327,930.      842,340.      MT  (+/- 180 meters Scaled)
 KE0247
 KE0247                          SUPERSEDED SURVEY CONTROL
 KE0247
 KE0247  NGVD 29 (??/??/92)  225.842  (m)          740.95   (f) ADJ UNCH    1 2
 KE0247
 KE0247.Superseded values are not recommended for survey control.
 KE0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0247.See file dsdata.txt to determine how the superseded data were derived.
 KE0247
 KE0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD626314(NAD 83)
 KE0247_MARKER: DB = BENCH MARK DISK
 KE0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0247_STAMPING: A 218 1948
 KE0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0247+STABILITY: SURFACE MOTION
 KE0247
 KE0247  HISTORY     - Date     Condition        Report By
 KE0247  HISTORY     - 1948     MONUMENTED       CGS
 KE0247
 KE0247                          STATION DESCRIPTION
 KE0247
 KE0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0247'AT KANSAS CITY.
 KE0247'AT KANSAS CITY, AT THE KANSAS CITY MUNICIPAL AIRPORT, ABOUT
 KE0247'150.0 FEET NORTHWEST OF THE USTICK TOWER ON THE CHICAGO,
 KE0247'BURLINGTON AND QUINCY RAILROAD TRACK, 2.0 FEET SOUTHEAST OF
 KE0247'THE NORTHWEST CORNER OF THE BRICK BUILDING OCCUPIED BY THE PARKS
 KE0247'AIRCRAFT SALES AND SERVICE, INC., 31.0 FEET SOUTH OF THE CENTER
 KE0247'LINE OF A PRIVATE ROAD LEADING WEST TO THE NORTH END OF THE
 KE0247'HANGAR, 30.6 FEET WEST OF THE CENTER LINE OF A CONCRETE ROAD,
 KE0247'0.9 FOOT EAST OF THE EAST FACE OF THE BUILDING, 1.3 FEET SOUTH
 KE0247'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0247'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0248 ***********************************************************************
 KE0248  DESIGNATION -  A 218 RESET
 KE0248  PID         -  KE0248
 KE0248  STATE/COUNTY-  MO/CLAY
 KE0248  USGS QUAD   -  KANSAS CITY (1991)
 KE0248
 KE0248                         *CURRENT SURVEY CONTROL
 KE0248  ___________________________________________________________________
 KE0248* NAD 83(1986)-  39 07 17.     (N)    094 35 19.     (W)     SCALED    
 KE0248* NAVD 88     -       225.954  (meters)     741.32   (feet)  ADJUSTED  
 KE0248  ___________________________________________________________________
 KE0248  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE0248  DYNAMIC HT  -         225.810 (meters)     740.85  (feet)  COMP
 KE0248  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 KE0248
 KE0248  VERT ORDER  -  FIRST     CLASS II
 KE0248
 KE0248.This mark is at Kansas City Downtown Airport (MKC)
 KE0248
 KE0248.The horizontal coordinates were scaled from a topographic map and have
 KE0248.an estimated accuracy of +/- 6 seconds.
 KE0248
 KE0248.The orthometric height was determined by differential leveling
 KE0248.and adjusted by the National Geodetic Survey in June 1991..
 KE0248
 KE0248.The geoid height was determined by GEOID03.
 KE0248
 KE0248.The dynamic height is computed by dividing the NAVD 88
 KE0248.geopotential number by the normal gravity value computed on the
 KE0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0248.degrees latitude (g = 980.6199 gals.).
 KE0248
 KE0248.The modeled gravity was interpolated from observed gravity values.
 KE0248
 KE0248;                    North         East    Units  Estimated Accuracy
 KE0248;SPC MO W     -   327,930.      842,340.      MT  (+/- 180 meters Scaled)
 KE0248
 KE0248                          SUPERSEDED SURVEY CONTROL
 KE0248
 KE0248.No superseded survey control is available for this station.
 KE0248
 KE0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD626314(NAD 83)
 KE0248_MARKER: DB = BENCH MARK DISK
 KE0248_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KE0248+WITH SETTING: PAVEMENT
 KE0248_SP_SET: VAULT
 KE0248_STAMPING: A 218 1948 RESET 1963
 KE0248_MARK LOGO: CGS   
 KE0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0248+STABILITY: SURFACE MOTION
 KE0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0248+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2004
 KE0248
 KE0248  HISTORY     - Date     Condition        Report By
 KE0248  HISTORY     - 1963     MONUMENTED       CGS
 KE0248  HISTORY     - 1965     GOOD             NGS
 KE0248  HISTORY     - 1976     GOOD             NGS
 KE0248  HISTORY     - 1986     GOOD             NGS
 KE0248  HISTORY     - 19890822 GOOD             NGS
 KE0248  HISTORY     - 20020114 GOOD             NGS
 KE0248  HISTORY     - 20040709 GOOD             GEOCAC
 KE0248
 KE0248                          STATION DESCRIPTION
 KE0248
 KE0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KE0248'AT KANSAS CITY.
 KE0248'AT KANSAS CITY, AT THE KANSAS CITY MUNICIPAL AIRPORT, ABOUT
 KE0248'50 YARDS WEST OF RICHARDS ROAD WHICH RUNS NORTH AND SOUTH
 KE0248'ALONG THE EAST SIDE OF THE AIRPORT, 78 FEET EAST OF THE EAST
 KE0248'DOOR AND EAST FACE OF THE CONTROL TOWER BUILDING, 7.5 FEET
 KE0248'SOUTHWEST OF THE SOUTHEAST CORNER OF CONCRETE BLOCK BUILDING
 KE0248'WHICH IS THE MAINTENANCE SHOP FOR THE AIRPORT, 4 FEET SOUTH
 KE0248'OF THE SOUTH FACE OF SAME BUILDING, 4 FEET NORTH OF THE NORTH
 KE0248'EDGE OF SIDEWALK LEADING TO THE CONTROL TOWER, AND SET IN A
 KE0248'DRILLHOLE IN THE NORTHEAST CORNER OF A CONCRETE SLAB OR VAULT
 KE0248'WHICH HOLDS THREE METAL MANHOLE COVERS.  A STANDARD BENCH
 KE0248'MARK DISK IS STAMPED A 218 1948 RESET 1963.  THE ELEVATION OF
 KE0248'THIS MARK IS 741.206 FEET.
 KE0248
 KE0248                          STATION RECOVERY (1965)
 KE0248
 KE0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KE0248'RECOVERED IN GOOD CONDITION.
 KE0248
 KE0248                          STATION RECOVERY (1976)
 KE0248
 KE0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KE0248'RECOVERED IN GOOD CONDITION.
 KE0248
 KE0248                          STATION RECOVERY (1986)
 KE0248
 KE0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0248'RECOVERED IN GOOD CONDITION.
 KE0248
 KE0248                          STATION RECOVERY (1989)
 KE0248
 KE0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0248'RECOVERED IN GOOD CONDITION.
 KE0248
 KE0248                          STATION RECOVERY (2002)
 KE0248
 KE0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE0248'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE0248
 KE0248                          STATION RECOVERY (2004)
 KE0248
 KE0248'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0248'THE CONTROL TOWER DESCRIBED HAS BEEN RAZED.  THE CONCRETE BLOCK
 KE0248'BUILDING IS AT 400 NW RICHARDS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0057 ***********************************************************************
 KE0057  DESIGNATION -  A 219
 KE0057  PID         -  KE0057
 KE0057  STATE/COUNTY-  MO/JACKSON
 KE0057  USGS QUAD   -  BUCKNER (1990)
 KE0057
 KE0057                         *CURRENT SURVEY CONTROL
 KE0057  ___________________________________________________________________
 KE0057* NAD 83(1986)-  39 09 12.     (N)    094 08 51.     (W)     SCALED    
 KE0057* NAVD 88     -       221.620  (meters)     727.10   (feet)  ADJUSTED  
 KE0057  ___________________________________________________________________
 KE0057  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0057  DYNAMIC HT  -         221.480 (meters)     726.64  (feet)  COMP
 KE0057  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 KE0057
 KE0057  VERT ORDER  -  FIRST     CLASS II
 KE0057
 KE0057.The horizontal coordinates were scaled from a topographic map and have
 KE0057.an estimated accuracy of +/- 6 seconds.
 KE0057
 KE0057.The orthometric height was determined by differential leveling
 KE0057.and adjusted by the National Geodetic Survey in June 1991..
 KE0057
 KE0057.The geoid height was determined by GEOID03.
 KE0057
 KE0057.The dynamic height is computed by dividing the NAVD 88
 KE0057.geopotential number by the normal gravity value computed on the
 KE0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0057.degrees latitude (g = 980.6199 gals.).
 KE0057
 KE0057.The modeled gravity was interpolated from observed gravity values.
 KE0057
 KE0057;                    North         East    Units  Estimated Accuracy
 KE0057;SPC MO W     -   331,530.      880,470.      MT  (+/- 180 meters Scaled)
 KE0057
 KE0057                          SUPERSEDED SURVEY CONTROL
 KE0057
 KE0057  NGVD 29 (??/??/92)  221.535  (m)          726.82   (f) ADJ UNCH    1 2
 KE0057
 KE0057.Superseded values are not recommended for survey control.
 KE0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0057.See file dsdata.txt to determine how the superseded data were derived.
 KE0057
 KE0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD008344(NAD 83)
 KE0057_MARKER: DB = BENCH MARK DISK
 KE0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0057_SP_SET: CONCRETE POST
 KE0057_STAMPING: A 219 1948
 KE0057_MARK LOGO: CGS   
 KE0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0057+STABILITY: SURFACE MOTION
 KE0057
 KE0057  HISTORY     - Date     Condition        Report By
 KE0057  HISTORY     - 1948     MONUMENTED       CGS
 KE0057  HISTORY     - 1960     GOOD             NGS
 KE0057  HISTORY     - 1986     GOOD             NGS
 KE0057
 KE0057                          STATION DESCRIPTION
 KE0057
 KE0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0057'2.2 MI NW FROM LEVASY.
 KE0057'1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 KE0057'SIGN AT LEVASY, THENCE 1.15 MILES NORTH ALONG A PAVED ROAD, 43.9
 KE0057'FEET NORTH OF THE NORTHEAST CORNER OF THE STANLEY TILKING
 KE0057'FARMHOUSE, 48.0 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD,
 KE0057'72.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN AND GARAGE,
 KE0057'35.5 FEET SOUTHWEST OF A POWER LINE POLE WITH A METER ON THE
 KE0057'SOUTHWEST SIDE OF THE POLE, 4.2 FEET WEST OF A 36-INCH ELM TREE,
 KE0057'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 KE0057'THE GROUND.
 KE0057
 KE0057                          STATION RECOVERY (1960)
 KE0057
 KE0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0057'RECOVERED IN GOOD CONDITION.
 KE0057
 KE0057                          STATION RECOVERY (1986)
 KE0057
 KE0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0057'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  21.1 KM (13.1
 KE0057'MI) EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH STATE
 KE0057'HIGHWAY 291 IN INDEPENDENCE, THENCE 1.9 KM (1.2 MI) NORTHERLY ALONG A
 KE0057'COUNTY ROAD.  NOTE--THE FARM HOUSE MENTIONED IN THE ORIGINAL
 KE0057'DESCRIPTION IS NOW THE V.T. ANDERSON RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1502 ***********************************************************************
 JD1502  DESIGNATION -  A 22
 JD1502  PID         -  JD1502
 JD1502  STATE/COUNTY-  MO/ST CLAIR
 JD1502  USGS QUAD   -  LOWRY CITY (1991)
 JD1502
 JD1502                         *CURRENT SURVEY CONTROL
 JD1502  ___________________________________________________________________
 JD1502* NAD 83(1986)-  38 11 02.     (N)    093 44 00.     (W)     SCALED    
 JD1502* NAVD 88     -       262.775  (meters)     862.12   (feet)  ADJUSTED  
 JD1502  ___________________________________________________________________
 JD1502  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JD1502  DYNAMIC HT  -         262.587 (meters)     861.50  (feet)  COMP
 JD1502  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 JD1502
 JD1502  VERT ORDER  -  SECOND    CLASS 0
 JD1502
 JD1502.The horizontal coordinates were scaled from a topographic map and have
 JD1502.an estimated accuracy of +/- 6 seconds.
 JD1502
 JD1502.The orthometric height was determined by differential leveling
 JD1502.and adjusted by the National Geodetic Survey in June 1991..
 JD1502
 JD1502.The geoid height was determined by GEOID03.
 JD1502
 JD1502.The dynamic height is computed by dividing the NAVD 88
 JD1502.geopotential number by the normal gravity value computed on the
 JD1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1502.degrees latitude (g = 980.6199 gals.).
 JD1502
 JD1502.The modeled gravity was interpolated from observed gravity values.
 JD1502
 JD1502;                    North         East    Units  Estimated Accuracy
 JD1502;SPC MO W     -   224,140.      917,170.      MT  (+/- 180 meters Scaled)
 JD1502
 JD1502                          SUPERSEDED SURVEY CONTROL
 JD1502
 JD1502  NGVD 29 (??/??/92)  262.659  (m)          861.74   (f) ADJ UNCH    2 0
 JD1502
 JD1502.Superseded values are not recommended for survey control.
 JD1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1502.See file dsdata.txt to determine how the superseded data were derived.
 JD1502
 JD1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC357264(NAD 83)
 JD1502_MARKER: DB = BENCH MARK DISK
 JD1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1502_STAMPING: A 22 1934
 JD1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1502+STABILITY: SURFACE MOTION
 JD1502
 JD1502  HISTORY     - Date     Condition        Report By
 JD1502  HISTORY     - 1934     MONUMENTED       CGS
 JD1502  HISTORY     - 1962     GOOD             NGS
 JD1502
 JD1502                          STATION DESCRIPTION
 JD1502
 JD1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1502'3.2 MI N FROM LOWRY CITY.
 JD1502'ABOUT 3.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1502'FROM THE STATION AT LOWRY CITY, AT A ROAD CROSSING, 35 FEET
 JD1502'SOUTHWEST OF THE SOUTHWEST RAIL, 28 FEET SOUTH OF THE CENTER
 JD1502'LINE OF THE ROAD, 4 FEET EAST OF MILEPOST 104, 1.2 FEET WEST OF
 JD1502'A METAL WITNESS POST ABOUT 2 FEET ABOVE THE LEVEL OF THE RAIL,
 JD1502'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE6024 ***********************************************************************
 DE6024  DESIGNATION -  A 22 RESET
 DE6024  PID         -  DE6024
 DE6024  STATE/COUNTY-  MO/ST CLAIR
 DE6024  USGS QUAD   -  LOWRY CITY (1991)
 DE6024
 DE6024                         *CURRENT SURVEY CONTROL
 DE6024  ___________________________________________________________________
 DE6024* NAD 83(1986)-  38 11 02.     (N)    093 44 00.     (W)     SCALED    
 DE6024* NAVD 88     -       262.88   (meters)     862.5    (feet)  RESET     
 DE6024  ___________________________________________________________________
 DE6024  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DE6024
 DE6024  VERT ORDER  -  THIRD
 DE6024
 DE6024.The horizontal coordinates were scaled from a topographic map and have
 DE6024.an estimated accuracy of +/- 6 seconds.
 DE6024
 DE6024.The orthometric height was computed from unverified reset data.
 DE6024.No vertical observational check was made to the station.
 DE6024
 DE6024.The geoid height was determined by GEOID03.
 DE6024
 DE6024;                    North         East    Units  Estimated Accuracy
 DE6024;SPC MO W     -   224,140.      917,170.      MT  (+/- 180 meters Scaled)
 DE6024
 DE6024                          SUPERSEDED SURVEY CONTROL
 DE6024
 DE6024.No superseded survey control is available for this station.
 DE6024
 DE6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC357264(NAD 83)
 DE6024_MARKER: DV = VERTICAL CONTROL DISK
 DE6024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6024_STAMPING: A 22 RESET 1999
 DE6024_MARK LOGO: NGS   
 DE6024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6024+STABILITY: SURFACE MOTION
 DE6024
 DE6024  HISTORY     - Date     Condition        Report By
 DE6024  HISTORY     - 1999     MONUMENTED       MODNR
 DE6024
 DE6024                          STATION DESCRIPTION
 DE6024
 DE6024'DESCRIBED BY MO DEPT OF NAT RES 1999 (JC)
 DE6024'3.2 MILES NORTH ALONG THE ST LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DE6024'STATION AT LOWRY CITY, AT A ROAD CROSSING. 2943 METERS SOUTH OF ST
 DE6024'CLAIR-HENRY COUNTY LINE, 39 METERS WEST OF CENTERLINE OF ROUTE 13 AT
 DE6024'TOP OF BACKSLOPE AT NORTH SIDE OF COUNTY ROAD NEAR STEEL RIGHT OF WAY
 DE6024'MARKER, AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0624 ***********************************************************************
 KD0624  DESIGNATION -  A 220
 KD0624  PID         -  KD0624
 KD0624  STATE/COUNTY-  MO/LAFAYETTE
 KD0624  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0624
 KD0624                         *CURRENT SURVEY CONTROL
 KD0624  ___________________________________________________________________
 KD0624* NAD 83(1986)-  39 08 00.     (N)    093 59 04.     (W)     SCALED    
 KD0624* NAVD 88     -       250.493  (meters)     821.83   (feet)  ADJUSTED  
 KD0624  ___________________________________________________________________
 KD0624  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0624  DYNAMIC HT  -         250.336 (meters)     821.31  (feet)  COMP
 KD0624  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 KD0624
 KD0624  VERT ORDER  -  FIRST     CLASS II
 KD0624
 KD0624.The horizontal coordinates were scaled from a topographic map and have
 KD0624.an estimated accuracy of +/- 6 seconds.
 KD0624
 KD0624.The orthometric height was determined by differential leveling
 KD0624.and adjusted by the National Geodetic Survey in June 1991..
 KD0624.WARNING-Repeat measurements at this control monument indicate possible
 KD0624.vertical movement.
 KD0624
 KD0624.The geoid height was determined by GEOID03.
 KD0624
 KD0624.The dynamic height is computed by dividing the NAVD 88
 KD0624.geopotential number by the normal gravity value computed on the
 KD0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0624.degrees latitude (g = 980.6199 gals.).
 KD0624
 KD0624.The modeled gravity was interpolated from observed gravity values.
 KD0624
 KD0624;                    North         East    Units  Estimated Accuracy
 KD0624;SPC MO W     -   329,380.      894,570.      MT  (+/- 180 meters Scaled)
 KD0624
 KD0624                          SUPERSEDED SURVEY CONTROL
 KD0624
 KD0624  NGVD 29 (??/??/92)  250.385  (m)          821.47   (f) ADJ UNCH    1 2
 KD0624
 KD0624.Superseded values are not recommended for survey control.
 KD0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0624.See file dsdata.txt to determine how the superseded data were derived.
 KD0624
 KD0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD149320(NAD 83)
 KD0624_MARKER: DB = BENCH MARK DISK
 KD0624_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KD0624_SP_SET: WATER TANK FOUNDATION
 KD0624_STAMPING: A 220 1948
 KD0624_MARK LOGO: CGS   
 KD0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0624+STABILITY: SURFACE MOTION
 KD0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0624+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 KD0624
 KD0624  HISTORY     - Date     Condition        Report By
 KD0624  HISTORY     - 1948     MONUMENTED       CGS
 KD0624  HISTORY     - 1962     GOOD             NGS
 KD0624  HISTORY     - 1986     GOOD             NGS
 KD0624  HISTORY     - 20050325 GOOD             MODNR
 KD0624
 KD0624                          STATION DESCRIPTION
 KD0624
 KD0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0624'AT WELLINGTON.
 KD0624'AT WELLINGTON, SET IN THE NORTH CORNER OF THE MOST NORTHWESTERLY
 KD0624'CONCRETE BASE OF THE STEEL LEG OF THE WATER TOWER, ABOUT 226.0
 KD0624'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY NO. 24, 0.7
 KD0624'FOOT SOUTHWEST OF THE NORTHEAST FACE AND 0.8 FOOT SOUTHEAST
 KD0624'OF THE NORTHWEST FACE OF THE BASE, 1.1 FEET ABOVE THE GROUND.
 KD0624'NOTE-- THE WATER TOWER IS LOCATED ON THE TOP OF A HILL IN THE
 KD0624'VILLAGE.
 KD0624
 KD0624                          STATION RECOVERY (1962)
 KD0624
 KD0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0624'RECOVERED IN GOOD CONDITION.
 KD0624
 KD0624                          STATION RECOVERY (1986)
 KD0624
 KD0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0624'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 KD0624'WELLINGTON, AT THE JUNCTION OF MAY AND LYDIA STREETS, NEAR THE NORTH
 KD0624'CORNER OF THE CONCRETE FOUNDATION FOR THE NORTHWEST LEG OF THE CITY
 KD0624'WATER TANK, 49.5 M (162.4 FT) WEST OF THE CENTER OF MAY STREET, AND
 KD0624'7.0 M (23.0 FT) SOUTH OF THE CENTER OF LYDIA STREET.
 KD0624'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 KD0624
 KD0624                          STATION RECOVERY (2005)
 KD0624
 KD0624'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0066 ***********************************************************************
 JD0066  DESIGNATION -  A 221
 JD0066  PID         -  JD0066
 JD0066  STATE/COUNTY-  MO/COLE
 JD0066  USGS QUAD   -  HARTSBURG (1981)
 JD0066
 JD0066                         *CURRENT SURVEY CONTROL
 JD0066  ___________________________________________________________________
 JD0066* NAD 83(1986)-  38 41 25.     (N)    092 22 00.     (W)     SCALED    
 JD0066* NAVD 88     -       178.747  (meters)     586.44   (feet)  ADJUSTED  
 JD0066  ___________________________________________________________________
 JD0066  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD0066  DYNAMIC HT  -         178.629 (meters)     586.05  (feet)  COMP
 JD0066  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 JD0066
 JD0066  VERT ORDER  -  FIRST     CLASS II
 JD0066
 JD0066.The horizontal coordinates were scaled from a topographic map and have
 JD0066.an estimated accuracy of +/- 6 seconds.
 JD0066
 JD0066.The orthometric height was determined by differential leveling
 JD0066.and adjusted by the National Geodetic Survey in June 1991..
 JD0066
 JD0066.The geoid height was determined by GEOID03.
 JD0066
 JD0066.The dynamic height is computed by dividing the NAVD 88
 JD0066.geopotential number by the normal gravity value computed on the
 JD0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0066.degrees latitude (g = 980.6199 gals.).
 JD0066
 JD0066.The modeled gravity was interpolated from observed gravity values.
 JD0066
 JD0066;                    North         East    Units  Estimated Accuracy
 JD0066;SPC MO C     -   317,060.      511,600.      MT  (+/- 180 meters Scaled)
 JD0066
 JD0066                          SUPERSEDED SURVEY CONTROL
 JD0066
 JD0066  NGVD 29 (??/??/92)  178.701  (m)          586.29   (f) ADJ UNCH    1 2
 JD0066
 JD0066.Superseded values are not recommended for survey control.
 JD0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0066.See file dsdata.txt to determine how the superseded data were derived.
 JD0066
 JD0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC550825(NAD 83)
 JD0066_MARKER: DB = BENCH MARK DISK
 JD0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0066_STAMPING: A 221 1948
 JD0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0066+STABILITY: SURFACE MOTION
 JD0066
 JD0066  HISTORY     - Date     Condition        Report By
 JD0066  HISTORY     - 1948     MONUMENTED       CGS
 JD0066  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0066
 JD0066                          STATION DESCRIPTION
 JD0066
 JD0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0066'AT MARION.
 JD0066'AT MARION, ON THE OUTSIDE OF A 90-DEGREE TURN IN A STREET WITH
 JD0066'TANGENTS LEADING EAST AND SOUTH, ABOUT 275 FEET WEST OF THE
 JD0066'MISSOURI PACIFIC RAILROAD TRACKS, 199.0 FEET WEST OF THE CENTER
 JD0066'LINE OF COUNTY ROAD A, 178.0 FEET WEST OF A POINT WHICH IS IN
 JD0066'LINE WITH THE EAST FACE OF GENERAL STORE AND POST OFFICE, 28.0
 JD0066'FEET NORTH OF THE PROJECTED CENTER LINE OF THE EAST TANGENT,
 JD0066'9.0 FEET WEST OF THE PROJECTED CENTER LINE OF THE SOUTH
 JD0066'TANGENT, 2.0 FEET SOUTHWEST OF A CORNER FENCE POST, 1.2 FEET
 JD0066'SOUTH OF AN EAST-WEST FENCE, 1.3 FEET EAST OF A REFERENCE POST,
 JD0066'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JD0066'THE GROUND.  NOTE-- MARK IS ALSO LOCATED 140.0 FEET NORTHWEST
 JD0066'OF THE NORTHWEST CORNER OF THE GENERAL STORE AND POST OFFICE,
 JD0066'81.2 FEET WEST NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 JD0066'WELL CURB.
 JD0066
 JD0066                          STATION RECOVERY (1986)
 JD0066
 JD0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2828 ***********************************************************************
 JD2828  DESIGNATION -  A 222 RESET
 JD2828  PID         -  JD2828
 JD2828  STATE/COUNTY-  MO/COOPER
 JD2828  USGS QUAD   -  ROCHEPORT (1979)
 JD2828
 JD2828                         *CURRENT SURVEY CONTROL
 JD2828  ___________________________________________________________________
 JD2828* NAD 83(1986)-  38 55 52.     (N)    092 32 14.     (W)     SCALED    
 JD2828* NAVD 88     -       176.49   (meters)     579.0    (feet)  RESET     
 JD2828  ___________________________________________________________________
 JD2828  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JD2828
 JD2828  VERT ORDER  -  THIRD
 JD2828
 JD2828.The horizontal coordinates were scaled from a topographic map and have
 JD2828.an estimated accuracy of +/- 6 seconds.
 JD2828
 JD2828.The orthometric height was computed from unverified reset data.
 JD2828.No vertical observational check was made to the station.
 JD2828
 JD2828.The geoid height was determined by GEOID03.
 JD2828
 JD2828;                    North         East    Units  Estimated Accuracy
 JD2828;SPC MO C     -   343,780.      496,770.      MT  (+/- 180 meters Scaled)
 JD2828
 JD2828                          SUPERSEDED SURVEY CONTROL
 JD2828
 JD2828  NGVD 29 (02/22/06)  176.44   (m)          578.9    (f) RESET       3  
 JD2828
 JD2828.Superseded values are not recommended for survey control.
 JD2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2828.See file dsdata.txt to determine how the superseded data were derived.
 JD2828
 JD2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD401092(NAD 83)
 JD2828_MARKER: DB = BENCH MARK DISK
 JD2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2828_SP_SET: CONCRETE POST
 JD2828_STAMPING: A 222 RESET 1979
 JD2828_MARK LOGO: NGS   
 JD2828_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2828+STABILITY: SURFACE MOTION
 JD2828
 JD2828  HISTORY     - Date     Condition        Report By
 JD2828  HISTORY     - 1979     MONUMENTED       NGS
 JD2828
 JD2828                          STATION DESCRIPTION
 JD2828
 JD2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JD2828'0.1 MILE (0.2 KM) NORTHEAST ALONG A GRAVELED ROAD FROM THE CROSSING IN
 JD2828'WOOLDRIDGE, THENCE LEFT AND NORTHWEST ALONG A GRAVELED ROAD FOR 1.7
 JD2828'MILES (2.7 KM) TO A CURVE LEFT, CONTINUE LEFT FOR 0.4 MILES (0.6 KM)
 JD2828'TO THE MARK ON THE LEFT, 22.0 FEET (6.7 M) SOUTH OF THE CENTERLINE OF
 JD2828'THE ROAD, 2.5 FEET (0.8 M) WEST-NORTHWEST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0165 ***********************************************************************
 KD0165  DESIGNATION -  A 223
 KD0165  PID         -  KD0165
 KD0165  STATE/COUNTY-  MO/HOWARD
 KD0165  USGS QUAD   -  SALINE CITY (1971)
 KD0165
 KD0165                         *CURRENT SURVEY CONTROL
 KD0165  ___________________________________________________________________
 KD0165* NAD 83(1986)-  39 09 31.     (N)    092 53 31.     (W)     SCALED    
 KD0165* NAVD 88     -       189.008  (meters)     620.10   (feet)  ADJUSTED  
 KD0165  ___________________________________________________________________
 KD0165  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0165  DYNAMIC HT  -         188.891 (meters)     619.72  (feet)  COMP
 KD0165  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 KD0165
 KD0165  VERT ORDER  -  FIRST     CLASS II
 KD0165
 KD0165.The horizontal coordinates were scaled from a topographic map and have
 KD0165.an estimated accuracy of +/- 6 seconds.
 KD0165
 KD0165.The orthometric height was determined by differential leveling
 KD0165.and adjusted by the National Geodetic Survey in June 1991..
 KD0165
 KD0165.The geoid height was determined by GEOID03.
 KD0165
 KD0165.The dynamic height is computed by dividing the NAVD 88
 KD0165.geopotential number by the normal gravity value computed on the
 KD0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0165.degrees latitude (g = 980.6199 gals.).
 KD0165
 KD0165.The modeled gravity was interpolated from observed gravity values.
 KD0165
 KD0165;                    North         East    Units  Estimated Accuracy
 KD0165;SPC MO C     -   369,110.      466,130.      MT  (+/- 180 meters Scaled)
 KD0165
 KD0165                          SUPERSEDED SURVEY CONTROL
 KD0165
 KD0165  NGVD 29 (??/??/92)  188.978  (m)          620.01   (f) ADJ UNCH    1 2
 KD0165
 KD0165.Superseded values are not recommended for survey control.
 KD0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0165.See file dsdata.txt to determine how the superseded data were derived.
 KD0165
 KD0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD093343(NAD 83)
 KD0165_MARKER: DB = BENCH MARK DISK
 KD0165_SETTING: 66 = SET IN ROCK OUTCROP
 KD0165_SP_SET: ROCK BLUFF
 KD0165_STAMPING: A 223 1948
 KD0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD0165+STABILITY: POSITION/ELEVATION WELL
 KD0165
 KD0165  HISTORY     - Date     Condition        Report By
 KD0165  HISTORY     - 1948     MONUMENTED       CGS
 KD0165  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0165  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0165
 KD0165                          STATION DESCRIPTION
 KD0165
 KD0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0165'3.9 MI N FROM LISBON.
 KD0165'3.9 MILES NORTH ALONG THE RIVER ROAD FROM THE JUNCTION OF THE
 KD0165'BOONVILLE-LISBON ROAD AND COUNTY ROAD K AT LISBON, 0.2 MILE
 KD0165'NORTH OF A STEEL BRIDGE OVER RICHLAND CREEK, SET VERTICALLY IN
 KD0165'THE SOUTHEAST FACE OF A ROCK BLUFF, ABOUT 150.0 FEET NORTHWEST
 KD0165'OF THE CENTER LINE OF THE INTERSECTION OF THE RIVER ROAD AND A
 KD0165'GRAVEL ROAD LEADING NORTHEAST TO STATE HIGHWAY NO. 87, 41.0 FEET
 KD0165'NORTH OF THE CENTER LINE OF THE RIVER ROAD, 42.3 FEET EAST OF
 KD0165'THE NORTHEAST CORNER OF A CORN CRIB, 15.7 FEET NORTHEAST OF THE
 KD0165'CENTER OF A WELL HAND PUMP, 2.7 FEET ABOVE THE GROUND.
 KD0165
 KD0165                          STATION RECOVERY (1967)
 KD0165
 KD0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0165'MARK NOT FOUND.
 KD0165
 KD0165                          STATION RECOVERY (1986)
 KD0165
 KD0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0476 ***********************************************************************
 KD0476  DESIGNATION -  A 224
 KD0476  PID         -  KD0476
 KD0476  STATE/COUNTY-  MO/CARROLL
 KD0476  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD0476
 KD0476                         *CURRENT SURVEY CONTROL
 KD0476  ___________________________________________________________________
 KD0476* NAD 83(1986)-  39 23 03.     (N)    093 13 21.     (W)     SCALED    
 KD0476* NAVD 88     -       229.174  (meters)     751.88   (feet)  ADJUSTED  
 KD0476  ___________________________________________________________________
 KD0476  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0476  DYNAMIC HT  -         229.039 (meters)     751.44  (feet)  COMP
 KD0476  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 KD0476
 KD0476  VERT ORDER  -  FIRST     CLASS II
 KD0476
 KD0476.The horizontal coordinates were scaled from a topographic map and have
 KD0476.an estimated accuracy of +/- 6 seconds.
 KD0476
 KD0476.The orthometric height was determined by differential leveling
 KD0476.and adjusted by the National Geodetic Survey in June 1991..
 KD0476
 KD0476.The geoid height was determined by GEOID03.
 KD0476
 KD0476.The dynamic height is computed by dividing the NAVD 88
 KD0476.geopotential number by the normal gravity value computed on the
 KD0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0476.degrees latitude (g = 980.6199 gals.).
 KD0476
 KD0476.The modeled gravity was interpolated from observed gravity values.
 KD0476
 KD0476;                    North         East    Units  Estimated Accuracy
 KD0476;SPC MO C     -   394,330.      437,760.      MT  (+/- 180 meters Scaled)
 KD0476
 KD0476                          SUPERSEDED SURVEY CONTROL
 KD0476
 KD0476  NGVD 29 (??/??/92)  229.151  (m)          751.81   (f) ADJ UNCH    1 2
 KD0476
 KD0476.Superseded values are not recommended for survey control.
 KD0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0476.See file dsdata.txt to determine how the superseded data were derived.
 KD0476
 KD0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD808594(NAD 83)
 KD0476_MARKER: DB = BENCH MARK DISK
 KD0476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0476_SP_SET: BUILDING
 KD0476_STAMPING: A 224 1948
 KD0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0476
 KD0476  HISTORY     - Date     Condition        Report By
 KD0476  HISTORY     - 1948     MONUMENTED       CGS
 KD0476  HISTORY     - 1964     GOOD             NGS
 KD0476  HISTORY     - 20041126 MARK NOT FOUND   GEOCAC
 KD0476
 KD0476                          STATION DESCRIPTION
 KD0476
 KD0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0476'AT DE WITT.
 KD0476'AT DE WITT, SET VERTICALLY IN THE NORTH FACE OF THE O.S. GREGORY
 KD0476'BUILDING WHICH IS OCCUPIED BY THE U.S. POST OFFICE, AT THE
 KD0476'SOUTHWEST CORNER OF THE INTERSECTION OF WEST JEFFERSON STREET
 KD0476'AND SEVENTH STREET, 2.0 FEET EAST OF THE NORTHWEST CORNER OF
 KD0476'THE BUILDING, 3.0 FEET ABOVE THE SIDEWALK.
 KD0476
 KD0476                          STATION RECOVERY (1964)
 KD0476
 KD0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0476'RECOVERED IN GOOD CONDITION.
 KD0476
 KD0476                          STATION RECOVERY (2004)
 KD0476
 KD0476'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD0476'BUILDING HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0665 ***********************************************************************
 HC0665  DESIGNATION -  A 225
 HC0665  PID         -  HC0665
 HC0665  STATE/COUNTY-  MO/PHELPS
 HC0665  USGS QUAD   -  DILLON (1992)
 HC0665
 HC0665                         *CURRENT SURVEY CONTROL
 HC0665  ___________________________________________________________________
 HC0665* NAD 83(1986)-  37 58 32.     (N)    091 40 43.     (W)     SCALED    
 HC0665* NAVD 88     -       329.948  (meters)    1082.50   (feet)  ADJUSTED  
 HC0665  ___________________________________________________________________
 HC0665  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HC0665  DYNAMIC HT  -         329.703 (meters)    1081.70  (feet)  COMP
 HC0665  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 HC0665
 HC0665  VERT ORDER  -  FIRST     CLASS II
 HC0665
 HC0665.The horizontal coordinates were scaled from a topographic map and have
 HC0665.an estimated accuracy of +/- 6 seconds.
 HC0665
 HC0665.The orthometric height was determined by differential leveling
 HC0665.and adjusted by the National Geodetic Survey in June 1991..
 HC0665
 HC0665.The geoid height was determined by GEOID03.
 HC0665
 HC0665.The dynamic height is computed by dividing the NAVD 88
 HC0665.geopotential number by the normal gravity value computed on the
 HC0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0665.degrees latitude (g = 980.6199 gals.).
 HC0665
 HC0665.The modeled gravity was interpolated from observed gravity values.
 HC0665
 HC0665;                    North         East    Units  Estimated Accuracy
 HC0665;SPC MO C     -   238,040.      572,160.      MT  (+/- 180 meters Scaled)
 HC0665
 HC0665                          SUPERSEDED SURVEY CONTROL
 HC0665
 HC0665  NGVD 29 (??/??/92)  329.909  (m)         1082.38   (f) ADJ UNCH    1 2
 HC0665
 HC0665.Superseded values are not recommended for survey control.
 HC0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0665.See file dsdata.txt to determine how the superseded data were derived.
 HC0665
 HC0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC160039(NAD 83)
 HC0665_MARKER: DB = BENCH MARK DISK
 HC0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0665_STAMPING: A 225 1949
 HC0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0665+STABILITY: SURFACE MOTION
 HC0665
 HC0665  HISTORY     - Date     Condition        Report By
 HC0665  HISTORY     - 1949     MONUMENTED       CGS
 HC0665  HISTORY     - 19840921 POOR             USPSQD
 HC0665
 HC0665                          STATION DESCRIPTION
 HC0665
 HC0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0665'4.2 MI SW FROM ST JAMES.
 HC0665'ABOUT 4.15 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 HC0665'RAILWAY FROM THE STATION AT ST. JAMES, AT MILE POLE 104-20 1/2,
 HC0665'AT A TURN IN THE LANE LEADING NORTH TO A GRAVEL ROAD AND
 HC0665'PARALLEL TO THE TRACK EAST, ABOUT IN LINE WITH THE CENTER LINE OF
 HC0665'THE LEG OF THE LANE LEADING NORTH, 48.5 FEET NORTH OF THE
 HC0665'NORTH RAIL, 10.5 FEET EAST OF A FENCE CORNER IN THE R/W FENCE,
 HC0665'1 FOOT NORTH OF THE R/W FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 HC0665'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 HC0665'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HC0665
 HC0665                          STATION RECOVERY (1984)
 HC0665
 HC0665'RECOVERY NOTE BY US POWER SQUADRON 1984 (VPT)
 HC0665'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0044 ***********************************************************************
 JC0044  DESIGNATION -  A 226
 JC0044  PID         -  JC0044
 JC0044  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0044  USGS QUAD   -  GRANITE CITY (1998)
 JC0044
 JC0044                         *CURRENT SURVEY CONTROL
 JC0044  ___________________________________________________________________
 JC0044* NAD 83(1986)-  38 37 46.     (N)    090 11 04.     (W)     SCALED    
 JC0044* NAVD 88     -       138.167  (meters)     453.30   (feet)  ADJUSTED  
 JC0044  ___________________________________________________________________
 JC0044  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JC0044  DYNAMIC HT  -         138.080 (meters)     453.02  (feet)  COMP
 JC0044  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 JC0044
 JC0044  VERT ORDER  -  FIRST     CLASS I
 JC0044
 JC0044.The horizontal coordinates were scaled from a topographic map and have
 JC0044.an estimated accuracy of +/- 6 seconds.
 JC0044
 JC0044.The orthometric height was determined by differential leveling
 JC0044.and adjusted by the National Geodetic Survey in June 1991..
 JC0044
 JC0044.The geoid height was determined by GEOID03.
 JC0044
 JC0044.The dynamic height is computed by dividing the NAVD 88
 JC0044.geopotential number by the normal gravity value computed on the
 JC0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0044.degrees latitude (g = 980.6199 gals.).
 JC0044
 JC0044.The modeled gravity was interpolated from observed gravity values.
 JC0044
 JC0044;                    North         East    Units  Estimated Accuracy
 JC0044;SPC MO E     -   310,350.      277,480.      MT  (+/- 180 meters Scaled)
 JC0044
 JC0044                          SUPERSEDED SURVEY CONTROL
 JC0044
 JC0044  NGVD 29 (??/??/??)  138.134  (m)          453.19   (f) ADJUSTED    1 1
 JC0044
 JC0044.Superseded values are not recommended for survey control.
 JC0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0044.See file dsdata.txt to determine how the superseded data were derived.
 JC0044
 JC0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC450794(NAD 83)
 JC0044_MARKER: DB = BENCH MARK DISK
 JC0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0044_SP_SET: BRIDGE
 JC0044_STAMPING: A 226 1949
 JC0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0044+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 JC0044
 JC0044  HISTORY     - Date     Condition        Report By
 JC0044  HISTORY     - 1949     MONUMENTED       CGS
 JC0044  HISTORY     - 1969     GOOD             NGS
 JC0044  HISTORY     - 1981     GOOD             NGS
 JC0044  HISTORY     - 19910203 GOOD             USPSQD
 JC0044  HISTORY     - 20040331 GOOD             GLENSC
 JC0044
 JC0044                          STATION DESCRIPTION
 JC0044
 JC0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0044'AT ST LOUIS.
 JC0044'AT ST LOUIS, ABOUT 74 YARDS EAST OF THE WEST END OF THE EADS
 JC0044'BRIDGE, AT THE JUNCTION OF SECOND STREET AND WASHINGTON AVENUE,
 JC0044'SET VERTICALLY IN THE SOUTH FACE OF THE WEST ABUTMENT TO THE
 JC0044'EADS BRIDGE APPROACH OVER SECOND STREET, 11 FEET WEST OF THE
 JC0044'WEST CURB OF 2 ND STREET, 2.6 FEET ABOVE THE LEVEL OF THE GROUND
 JC0044'AND 4 FEET ABOVE THE LEVEL OF SECOND STREET.
 JC0044
 JC0044                          STATION RECOVERY (1981)
 JC0044
 JC0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JC0044'IN ST LOUIS, SET VERTICALLY IN THE SOUTH FACE OF THE WEST ABUTMENT OF
 JC0044'THE EADS BRIDGE APPROACH OVER SECOND STREET, AT THE JUNCTION OF SECOND
 JC0044'STREET AND WASHINGTON AVENUE, 70.28 METERS (230.6 FEET) EAST OF THE
 JC0044'WEST END OF THE BRIDGE, 3.25 METERS (10.7 FEET) WEST OF THE WEST CURB
 JC0044'OF SECOND STREET, AND 14.2 METERS (47.9 FEET) NORTH OF THE NORTH CURB
 JC0044'OF WASHINGTON AVENUE.
 JC0044'THE MARK IS 1.2 M ABOVE STREET.
 JC0044
 JC0044                          STATION RECOVERY (1991)
 JC0044
 JC0044'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS)
 JC0044'RECOVERED IN GOOD CONDITION.
 JC0044
 JC0044                          STATION RECOVERY (2004)
 JC0044
 JC0044'RECOVERY NOTE BY GLEN SCHAEFER 2004
 JC0044'RECOVERED AS DESCRIBED EXCEPT THE BENCH MARK IS NOW APPROXIMATELY 11
 JC0044'FEET NORTH OF THE NORTH CURB OF WASHINGTON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0753 ***********************************************************************
 JC0753  DESIGNATION -  A 227
 JC0753  PID         -  JC0753
 JC0753  STATE/COUNTY-  MO/FRANKLIN
 JC0753  USGS QUAD   -  STANTON (1980)
 JC0753
 JC0753                         *CURRENT SURVEY CONTROL
 JC0753  ___________________________________________________________________
 JC0753* NAD 83(1986)-  38 18 03.     (N)    091 03 07.     (W)     SCALED    
 JC0753* NAVD 88     -       247.040  (meters)     810.50   (feet)  ADJUSTED  
 JC0753  ___________________________________________________________________
 JC0753  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 JC0753  DYNAMIC HT  -         246.872 (meters)     809.95  (feet)  COMP
 JC0753  MODELED GRAV-     979,943.3   (mgal)                       NAVD 88
 JC0753
 JC0753  VERT ORDER  -  FIRST     CLASS II
 JC0753
 JC0753.The horizontal coordinates were scaled from a topographic map and have
 JC0753.an estimated accuracy of +/- 6 seconds.
 JC0753
 JC0753.The orthometric height was determined by differential leveling
 JC0753.and adjusted by the National Geodetic Survey in June 1991..
 JC0753
 JC0753.The geoid height was determined by GEOID03.
 JC0753
 JC0753.The dynamic height is computed by dividing the NAVD 88
 JC0753.geopotential number by the normal gravity value computed on the
 JC0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0753.degrees latitude (g = 980.6199 gals.).
 JC0753
 JC0753.The modeled gravity was interpolated from observed gravity values.
 JC0753
 JC0753;                    North         East    Units  Estimated Accuracy
 JC0753;SPC MO E     -   273,970.      201,720.      MT  (+/- 180 meters Scaled)
 JC0753
 JC0753                          SUPERSEDED SURVEY CONTROL
 JC0753
 JC0753  NGVD 29 (??/??/92)  247.075  (m)          810.61   (f) ADJ UNCH    1 2
 JC0753
 JC0753.Superseded values are not recommended for survey control.
 JC0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0753.See file dsdata.txt to determine how the superseded data were derived.
 JC0753
 JC0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC703409(NAD 83)
 JC0753_MARKER: DB = BENCH MARK DISK
 JC0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0753_STAMPING: A 227 1949
 JC0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0753+STABILITY: SURFACE MOTION
 JC0753
 JC0753  HISTORY     - Date     Condition        Report By
 JC0753  HISTORY     - 1949     MONUMENTED       CGS
 JC0753  HISTORY     - 1972     GOOD             NGS
 JC0753
 JC0753                          STATION DESCRIPTION
 JC0753
 JC0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0753'4.4 MI NE FROM STANTON.
 JC0753'ABOUT 4.4 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0753'RAILWAY STATION AT STANTON, ABOUT 5.75 MILES SOUTHWEST ALONG
 JC0753'THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT ST.
 JC0753'CLAIR, ABOUT 0.7 MILE SOUTHWEST OF THE STATION AT ANACONDA, AT A
 JC0753'PRIVATE ROAD CROSSING, 54 FEET SOUTHEAST OF AND ACROSS THE
 JC0753'GRAVEL ROAD FROM TELEPHONE POLE 880, ABOUT 100 YARDS EAST OF THE
 JC0753'EAST END OF A 12 FOOT ROCK CUT, 50 FEET NORTHWEST OF THE CENTER
 JC0753'OF THE CROSSING, 35 FEET NORTH OF THE NORTH RAIL, 34 FEET SOUTH
 JC0753'OF THE CENTER LINE OF A GRAVEL ROAD PARALLEL TO THE TRACK,
 JC0753'7 FEET WEST OF MILE POLE 57-37, 2 FEET SOUTHWEST OF A WHITE
 JC0753'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 JC0753'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JC0753
 JC0753                          STATION RECOVERY (1972)
 JC0753
 JC0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JC0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0402 ***********************************************************************
 JC0402  DESIGNATION -  A 228
 JC0402  PID         -  JC0402
 JC0402  STATE/COUNTY-  MO/FRANKLIN
 JC0402  USGS QUAD   -  GRAY SUMMIT (1969)
 JC0402
 JC0402                         *CURRENT SURVEY CONTROL
 JC0402  ___________________________________________________________________
 JC0402* NAD 83(1986)-  38 27 51.     (N)    090 45 04.     (W)     SCALED    
 JC0402* NAVD 88     -       141.939  (meters)     465.68   (feet)  ADJUSTED  
 JC0402  ___________________________________________________________________
 JC0402  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JC0402  DYNAMIC HT  -         141.847 (meters)     465.38  (feet)  COMP
 JC0402  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 JC0402
 JC0402  VERT ORDER  -  FIRST     CLASS II
 JC0402
 JC0402.The horizontal coordinates were scaled from a topographic map and have
 JC0402.an estimated accuracy of +/- 6 seconds.
 JC0402
 JC0402.The orthometric height was determined by differential leveling
 JC0402.and adjusted by the National Geodetic Survey in June 1991..
 JC0402
 JC0402.The geoid height was determined by GEOID03.
 JC0402
 JC0402.The dynamic height is computed by dividing the NAVD 88
 JC0402.geopotential number by the normal gravity value computed on the
 JC0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0402.degrees latitude (g = 980.6199 gals.).
 JC0402
 JC0402.The modeled gravity was interpolated from observed gravity values.
 JC0402
 JC0402;                    North         East    Units  Estimated Accuracy
 JC0402;SPC MO E     -   291,980.      228,090.      MT  (+/- 180 meters Scaled)
 JC0402
 JC0402                          SUPERSEDED SURVEY CONTROL
 JC0402
 JC0402  NGVD 29 (??/??/92)  142.014  (m)          465.92   (f) ADJ UNCH    1 2
 JC0402
 JC0402.Superseded values are not recommended for survey control.
 JC0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0402.See file dsdata.txt to determine how the superseded data were derived.
 JC0402
 JC0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC962597(NAD 83)
 JC0402_MARKER: DB = BENCH MARK DISK
 JC0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0402_STAMPING: A 288 1949
 JC0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0402+STABILITY: SURFACE MOTION
 JC0402
 JC0402  HISTORY     - Date     Condition        Report By
 JC0402  HISTORY     - 1949     MONUMENTED       CGS
 JC0402
 JC0402                          STATION DESCRIPTION
 JC0402
 JC0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0402'1.4 MI SW FROM PACIFIC.
 JC0402'ABOUT 1.45 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0402'RAILWAY FROM THE STATION AT PACIFIC, AT MILE POLE 35-23 1/2,
 JC0402'AT A PRIVATE ROAD CROSSING, 79 FEET NORTHWEST OF THE CENTER OF
 JC0402'THE CROSSING, 70 FEET NORTH OF THE CENTER OF A GATE IN THE R/W
 JC0402'FENCE FOR DRIVE TO TWO STORY FARM HOUSE, 33 FEET SOUTHWEST OF
 JC0402'MILE POLE 35-23, 46 FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF THE
 JC0402'R/W FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JC0402'2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JC0402'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0450 ***********************************************************************
 KD0450  DESIGNATION -  A 232
 KD0450  PID         -  KD0450
 KD0450  STATE/COUNTY-  MO/SALINE
 KD0450  USGS QUAD   -  BLACKBURN (1978)
 KD0450
 KD0450                         *CURRENT SURVEY CONTROL
 KD0450  ___________________________________________________________________
 KD0450* NAD 83(1986)-  39 05 14.     (N)    093 24 40.     (W)     SCALED    
 KD0450* NAVD 88     -       241.351  (meters)     791.83   (feet)  ADJUSTED  
 KD0450  ___________________________________________________________________
 KD0450  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0450  DYNAMIC HT  -         241.199 (meters)     791.33  (feet)  COMP
 KD0450  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 KD0450
 KD0450  VERT ORDER  -  FIRST     CLASS II
 KD0450
 KD0450.The horizontal coordinates were scaled from a topographic map and have
 KD0450.an estimated accuracy of +/- 6 seconds.
 KD0450
 KD0450.The orthometric height was determined by differential leveling
 KD0450.and adjusted by the National Geodetic Survey in June 1991..
 KD0450
 KD0450.The geoid height was determined by GEOID03.
 KD0450
 KD0450.The dynamic height is computed by dividing the NAVD 88
 KD0450.geopotential number by the normal gravity value computed on the
 KD0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0450.degrees latitude (g = 980.6199 gals.).
 KD0450
 KD0450.The modeled gravity was interpolated from observed gravity values.
 KD0450
 KD0450;                    North         East    Units  Estimated Accuracy
 KD0450;SPC MO C     -   361,510.      421,180.      MT  (+/- 180 meters Scaled)
 KD0450
 KD0450                          SUPERSEDED SURVEY CONTROL
 KD0450
 KD0450  NGVD 29 (??/??/92)  241.275  (m)          791.58   (f) ADJ UNCH    1 2
 KD0450
 KD0450.Superseded values are not recommended for survey control.
 KD0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0450.See file dsdata.txt to determine how the superseded data were derived.
 KD0450
 KD0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD644265(NAD 83)
 KD0450_MARKER: DB = BENCH MARK DISK
 KD0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0450_STAMPING: A 232 1950
 KD0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0450+STABILITY: SURFACE MOTION
 KD0450
 KD0450  HISTORY     - Date     Condition        Report By
 KD0450  HISTORY     - 1950     MONUMENTED       CGS
 KD0450  HISTORY     - 1962     GOOD             NGS
 KD0450  HISTORY     - 1985     GOOD             NGS
 KD0450
 KD0450                          STATION DESCRIPTION
 KD0450
 KD0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KD0450'3.7 MI S FROM MT LEONARD.
 KD0450'3.7 MILES SOUTH ALONG STATE HIGHWAY 127 FROM THE HIGHWAY OVERPASS
 KD0450'AT MT. LEONARD, 1.0 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY
 KD0450'127 AND 20, AT THE ENTRANCE TO J.W. SIGMANS FARM, AT THE NORTH
 KD0450'APPROACH OF AN S CURVE IN THE HIGHWAY, 27 FEET EAST OF THE
 KD0450'CENTER LINE OF THE HIGHWAY, 11 FEET NORTH OF THE CENTER LINE
 KD0450'OF A PRIVATE DRIVE, 7.3 FEET NORTH OF A POWER LINE POLE, 2.0
 KD0450'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH OF A
 KD0450'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KD0450'0.4 FOOT ABOVE THE GROUND.
 KD0450
 KD0450                          STATION RECOVERY (1962)
 KD0450
 KD0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0450'RECOVERED IN GOOD CONDITION.
 KD0450
 KD0450                          STATION RECOVERY (1985)
 KD0450
 KD0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KD0450'2.74 KM (1.7 MI) SOUTH ALONG STATE HIGHWAY 127, FROM ITS OVERPASS
 KD0450'OVER THE RAILROAD AT MT LEONARD, THENCE 1.61 KM (1.0 MI) RIGHT AND
 KD0450'WEST ALONG STATE HIGHWAYS 20 AND 127, THENCE 1.61 KM (1.0 MI) LEFT
 KD0450'AND SOUTH ALONG STATE HIGHWAY 127 TO THE MARK ON THE LEFT, AT THE
 KD0450'NORTH END OF SOUTH-CURVE IN THE HIGHWAY, AT AN ABANDONED FARM HOUSE,
 KD0450'8.2 M (27.0 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 3.4 M (11
 KD0450'FT) NORTH FROM THE CENTERLINE OF A PRIVATE DRIVE, 1.52 M (5.0 FT)
 KD0450'NORTH FROM A POWER LINE POLE, UNDER A LARGE SHRUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0280 ***********************************************************************
 HE0280  DESIGNATION -  A 233
 HE0280  PID         -  HE0280
 HE0280  STATE/COUNTY-  MO/JASPER
 HE0280  USGS QUAD   -  CARL JUNCTION (1978)
 HE0280
 HE0280                         *CURRENT SURVEY CONTROL
 HE0280  ___________________________________________________________________
 HE0280* NAD 83(1986)-  37 08 51.     (N)    094 30 04.     (W)     SCALED    
 HE0280* NAVD 88     -       294.559  (meters)     966.40   (feet)  ADJUSTED  
 HE0280  ___________________________________________________________________
 HE0280  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HE0280  DYNAMIC HT  -         294.324 (meters)     965.63  (feet)  COMP
 HE0280  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 HE0280
 HE0280  VERT ORDER  -  SECOND    CLASS 0
 HE0280
 HE0280.This mark is at Joplin Regional Airport (JLN)
 HE0280
 HE0280.The horizontal coordinates were scaled from a topographic map and have
 HE0280.an estimated accuracy of +/- 6 seconds.
 HE0280
 HE0280.The orthometric height was determined by differential leveling
 HE0280.and adjusted by the National Geodetic Survey in June 1991..
 HE0280
 HE0280.The geoid height was determined by GEOID03.
 HE0280
 HE0280.The dynamic height is computed by dividing the NAVD 88
 HE0280.geopotential number by the normal gravity value computed on the
 HE0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0280.degrees latitude (g = 980.6199 gals.).
 HE0280
 HE0280.The modeled gravity was interpolated from observed gravity values.
 HE0280
 HE0280;                    North         East    Units  Estimated Accuracy
 HE0280;SPC MO W     -   108,840.      849,900.      MT  (+/- 180 meters Scaled)
 HE0280
 HE0280                          SUPERSEDED SURVEY CONTROL
 HE0280
 HE0280  NGVD 29 (??/??/92)  294.460  (m)          966.07   (f) ADJ UNCH    2 0
 HE0280
 HE0280.Superseded values are not recommended for survey control.
 HE0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0280.See file dsdata.txt to determine how the superseded data were derived.
 HE0280
 HE0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB666122(NAD 83)
 HE0280_MARKER: DB = BENCH MARK DISK
 HE0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0280_SP_SET: WINDOW WELL
 HE0280_STAMPING: A 233 1955
 HE0280_MARK LOGO: CGS   
 HE0280_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0280
 HE0280  HISTORY     - Date     Condition        Report By
 HE0280  HISTORY     - 1955     MONUMENTED       CGS
 HE0280  HISTORY     - 1969     GOOD             NGS
 HE0280  HISTORY     - 1978     GOOD             USGS
 HE0280  HISTORY     - 1978     GOOD             USGS
 HE0280  HISTORY     - 1988     GOOD             USPSQD
 HE0280  HISTORY     - 19970630 GOOD             MODNR
 HE0280
 HE0280                          STATION DESCRIPTION
 HE0280
 HE0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 HE0280'4 MI N FROM JOPLIN.
 HE0280'LOCATED ON THE JOPLIN MUNICIPAL AIRPORT, AT THE TERMINAL BUILDING.
 HE0280'4.54 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE TERMINAL
 HE0280'BUILDING AND 1.9 FEET WEST OF THE WEST WALL.  CEMENTED IN A
 HE0280'DRILL HOLE IN A 6 FT X 4 FT CONCRETE WINDOW WELL, ABOUT 1 FOOT
 HE0280'ABOVE GROUND LEVEL.  A STANDARD DISK STAMPED A 233 1955.
 HE0280
 HE0280                          STATION RECOVERY (1978)
 HE0280
 HE0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HE0280'RECOVERED IN GOOD CONDITION.
 HE0280
 HE0280                          STATION RECOVERY (1978)
 HE0280
 HE0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HE0280'RECOVERED IN GOOD CONDITION.
 HE0280
 HE0280                          STATION RECOVERY (1988)
 HE0280
 HE0280'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 HE0280'RECOVERED IN GOOD CONDITION.
 HE0280
 HE0280                          STATION RECOVERY (1997)
 HE0280
 HE0280'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 HE0280'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0779 ***********************************************************************
 HD0779  DESIGNATION -  A 24
 HD0779  PID         -  HD0779
 HD0779  STATE/COUNTY-  MO/CEDAR
 HD0779  USGS QUAD   -  BEARCREEK (1981)
 HD0779
 HD0779                         *CURRENT SURVEY CONTROL
 HD0779  ___________________________________________________________________
 HD0779* NAD 83(1986)-  37 40 03.     (N)    093 41 39.     (W)     SCALED    
 HD0779* NAVD 88     -       298.053  (meters)     977.86   (feet)  ADJUSTED  
 HD0779  ___________________________________________________________________
 HD0779  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HD0779  DYNAMIC HT  -         297.826 (meters)     977.12  (feet)  COMP
 HD0779  MODELED GRAV-     979,860.1   (mgal)                       NAVD 88
 HD0779
 HD0779  VERT ORDER  -  SECOND    CLASS 0
 HD0779
 HD0779.The horizontal coordinates were scaled from a topographic map and have
 HD0779.an estimated accuracy of +/- 6 seconds.
 HD0779
 HD0779.The orthometric height was determined by differential leveling
 HD0779.and adjusted by the National Geodetic Survey in June 1991..
 HD0779
 HD0779.The geoid height was determined by GEOID03.
 HD0779
 HD0779.The dynamic height is computed by dividing the NAVD 88
 HD0779.geopotential number by the normal gravity value computed on the
 HD0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0779.degrees latitude (g = 980.6199 gals.).
 HD0779
 HD0779.The modeled gravity was interpolated from observed gravity values.
 HD0779
 HD0779;                    North         East    Units  Estimated Accuracy
 HD0779;SPC MO W     -   166,850.      921,090.      MT  (+/- 180 meters Scaled)
 HD0779
 HD0779                          SUPERSEDED SURVEY CONTROL
 HD0779
 HD0779  NGVD 29 (??/??/92)  297.935  (m)          977.48   (f) ADJ UNCH    2 0
 HD0779
 HD0779.Superseded values are not recommended for survey control.
 HD0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0779.See file dsdata.txt to determine how the superseded data were derived.
 HD0779
 HD0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB387691(NAD 83)
 HD0779_MARKER: DB = BENCH MARK DISK
 HD0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0779_STAMPING: A 24 1934
 HD0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0779+STABILITY: SURFACE MOTION
 HD0779
 HD0779  HISTORY     - Date     Condition        Report By
 HD0779  HISTORY     - 1934     MONUMENTED       CGS
 HD0779  HISTORY     - 1940     GOOD             NGS
 HD0779
 HD0779                          STATION DESCRIPTION
 HD0779
 HD0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HD0779'8.5 MI W FROM FAIR PLAY.
 HD0779'IN CEDAR COUNTY, 8.5 MILES WEST ALONG STATE HIGHWAY 64 FROM THE
 HD0779'JUNCTION OF STATE HIGHWAY 13 AT FAIR PLAY, POLK COUNTY, 100 FEET
 HD0779'SOUTH OF THE FARMHOUSE ON THE WRITT FRAM OWNED IN 1940 BY
 HD0779'DUVALL TRUST CO., 36 FEET NORTH OF THE CENTERLINE OF THE
 HD0779'HIGHWAY, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 HD0779'STANDARD DISK, STAMPED A 24 1934 AND SET IN THE TOP OF A CONCRETE
 HD0779'POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1478 ***********************************************************************
 JD1478  DESIGNATION -  A 245
 JD1478  PID         -  JD1478
 JD1478  STATE/COUNTY-  MO/HENRY
 JD1478  USGS QUAD   -  CLINTON NORTH (1981)
 JD1478
 JD1478                         *CURRENT SURVEY CONTROL
 JD1478  ___________________________________________________________________
 JD1478* NAD 83(1986)-  38 22 45.     (N)    093 46 02.     (W)     SCALED    
 JD1478* NAVD 88     -       240.033  (meters)     787.51   (feet)  ADJUSTED  
 JD1478  ___________________________________________________________________
 JD1478  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JD1478  DYNAMIC HT  -         239.867 (meters)     786.96  (feet)  COMP
 JD1478  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 JD1478
 JD1478  VERT ORDER  -  SECOND    CLASS 0
 JD1478
 JD1478.The horizontal coordinates were scaled from a topographic map and have
 JD1478.an estimated accuracy of +/- 6 seconds.
 JD1478
 JD1478.The orthometric height was determined by differential leveling
 JD1478.and adjusted by the National Geodetic Survey in June 1991..
 JD1478
 JD1478.The geoid height was determined by GEOID03.
 JD1478
 JD1478.The dynamic height is computed by dividing the NAVD 88
 JD1478.geopotential number by the normal gravity value computed on the
 JD1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1478.degrees latitude (g = 980.6199 gals.).
 JD1478
 JD1478.The modeled gravity was interpolated from observed gravity values.
 JD1478
 JD1478;                    North         East    Units  Estimated Accuracy
 JD1478;SPC MO W     -   245,790.      914,030.      MT  (+/- 180 meters Scaled)
 JD1478
 JD1478                          SUPERSEDED SURVEY CONTROL
 JD1478
 JD1478  NGVD 29 (??/??/92)  239.920  (m)          787.14   (f) ADJ UNCH    2 0
 JD1478
 JD1478.Superseded values are not recommended for survey control.
 JD1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1478.See file dsdata.txt to determine how the superseded data were derived.
 JD1478
 JD1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC329481(NAD 83)
 JD1478_MARKER: DB = BENCH MARK DISK
 JD1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1478_STAMPING: A 245 1962
 JD1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1478+STABILITY: SURFACE MOTION
 JD1478
 JD1478  HISTORY     - Date     Condition        Report By
 JD1478  HISTORY     - 1962     MONUMENTED       CGS
 JD1478
 JD1478                          STATION DESCRIPTION
 JD1478
 JD1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1478'0.8 MI NE FROM CLINTON.
 JD1478'ABOUT 0.75 MILE NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1478'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1478'CLINTON, 45 FEET NORTH-NORTHEAST OF THE CENTER OF THE CROSSING
 JD1478'WITH THE ST. LOUIS-SAN FRANCISCO RAILWAY, 41 FEET NORTHEAST
 JD1478'OF THE NORTHEAST RAIL OF THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 JD1478'9 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK
 JD1478'OF THE MISSOURI, KANSAS AND TEXAS RAILROAD, 7 1/2 FEET EAST
 JD1478'OF THE EAST CORNER OF A STEEL BATTERY CONTROL BOX, ABOUT 1 FOOT
 JD1478'BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP AND CENTER OF A
 JD1478'2 1/2 FEET BY 2 1/2 FEET ABANDONED CONCRETE FOUNDATION PROJECTING
 JD1478'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1674 ***********************************************************************
 JD1674  DESIGNATION -  A 246
 JD1674  PID         -  JD1674
 JD1674  STATE/COUNTY-  MO/HENRY
 JD1674  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1674
 JD1674                         *CURRENT SURVEY CONTROL
 JD1674  ___________________________________________________________________
 JD1674* NAD 83(1986)-  38 22 10.     (N)    093 46 35.     (W)     SCALED    
 JD1674* NAVD 88     -       244.086  (meters)     800.81   (feet)  ADJUSTED  
 JD1674  ___________________________________________________________________
 JD1674  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JD1674  DYNAMIC HT  -         243.917 (meters)     800.25  (feet)  COMP
 JD1674  MODELED GRAV-     979,930.4   (mgal)                       NAVD 88
 JD1674
 JD1674  VERT ORDER  -  SECOND    CLASS 0
 JD1674
 JD1674.The horizontal coordinates were scaled from a topographic map and have
 JD1674.an estimated accuracy of +/- 6 seconds.
 JD1674
 JD1674.The orthometric height was determined by differential leveling
 JD1674.and adjusted by the National Geodetic Survey in June 1991..
 JD1674
 JD1674.The geoid height was determined by GEOID03.
 JD1674
 JD1674.The dynamic height is computed by dividing the NAVD 88
 JD1674.geopotential number by the normal gravity value computed on the
 JD1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1674.degrees latitude (g = 980.6199 gals.).
 JD1674
 JD1674.The modeled gravity was interpolated from observed gravity values.
 JD1674
 JD1674;                    North         East    Units  Estimated Accuracy
 JD1674;SPC MO W     -   244,700.      913,230.      MT  (+/- 180 meters Scaled)
 JD1674
 JD1674                          SUPERSEDED SURVEY CONTROL
 JD1674
 JD1674  NGVD 29 (??/??/92)  243.973  (m)          800.43   (f) ADJ UNCH    2 0
 JD1674
 JD1674.Superseded values are not recommended for survey control.
 JD1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1674.See file dsdata.txt to determine how the superseded data were derived.
 JD1674
 JD1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC321470(NAD 83)
 JD1674_MARKER: DB = BENCH MARK DISK
 JD1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1674_STAMPING: A 246 1962
 JD1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1674+STABILITY: SURFACE MOTION
 JD1674
 JD1674  HISTORY     - Date     Condition        Report By
 JD1674  HISTORY     - 1962     MONUMENTED       CGS
 JD1674  HISTORY     - 1963     GOOD             NGS
 JD1674
 JD1674                          STATION DESCRIPTION
 JD1674
 JD1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1674'AT CLINTON.
 JD1674'AT CLINTON, 137 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STEEL
 JD1674'RAILING AROUND THE SOUTHEAST CORNER OF THE HENRY COUNTY COURTHOUSE,
 JD1674'28 1/2 FEET WEST-NORTHWEST OF A LIGHT POLE AT THE SOUTHEAST
 JD1674'CORNER OF THE COURTHOUSE YARD, 12 FEET SOUTHWEST OF A 24-INCH
 JD1674'ELM TREE, 13 FEET WEST OF THE WEST SIDE OF A OLD WATER FOUNTAIN
 JD1674'SURROUNDED BY A HEDGE, 10 FEET NORTH OF A CONCRETE CURBING ON
 JD1674'THE SOUTH EDGE OF THE COURTHOUSE LAWN, ABOUT 1 INCH BELOW THE
 JD1674'LEVEL OF THE LAWN, AND SET IN THE TOP OF A CONCRETE POST.
 JD1674
 JD1674                          STATION RECOVERY (1963)
 JD1674
 JD1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1539 ***********************************************************************
 JD1539  DESIGNATION -  A 247
 JD1539  PID         -  JD1539
 JD1539  STATE/COUNTY-  MO/ST CLAIR
 JD1539  USGS QUAD   -  OSCEOLA (1991)
 JD1539
 JD1539                         *CURRENT SURVEY CONTROL
 JD1539  ___________________________________________________________________
 JD1539* NAD 83(1986)-  38 01 54.     (N)    093 43 11.     (W)     SCALED    
 JD1539* NAVD 88     -       222.491  (meters)     729.96   (feet)  ADJUSTED  
 JD1539  ___________________________________________________________________
 JD1539  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JD1539  DYNAMIC HT  -         222.328 (meters)     729.42  (feet)  COMP
 JD1539  MODELED GRAV-     979,889.0   (mgal)                       NAVD 88
 JD1539
 JD1539  VERT ORDER  -  SECOND    CLASS 0
 JD1539
 JD1539.The horizontal coordinates were scaled from a topographic map and have
 JD1539.an estimated accuracy of +/- 6 seconds.
 JD1539
 JD1539.The orthometric height was determined by differential leveling
 JD1539.and adjusted by the National Geodetic Survey in June 1991..
 JD1539
 JD1539.The geoid height was determined by GEOID03.
 JD1539
 JD1539.The dynamic height is computed by dividing the NAVD 88
 JD1539.geopotential number by the normal gravity value computed on the
 JD1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1539.degrees latitude (g = 980.6199 gals.).
 JD1539
 JD1539.The modeled gravity was interpolated from observed gravity values.
 JD1539
 JD1539;                    North         East    Units  Estimated Accuracy
 JD1539;SPC MO W     -   207,250.      918,500.      MT  (+/- 180 meters Scaled)
 JD1539
 JD1539                          SUPERSEDED SURVEY CONTROL
 JD1539
 JD1539  NGVD 29 (??/??/92)  222.380  (m)          729.59   (f) ADJ UNCH    2 0
 JD1539
 JD1539.Superseded values are not recommended for survey control.
 JD1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1539.See file dsdata.txt to determine how the superseded data were derived.
 JD1539
 JD1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC368095(NAD 83)
 JD1539_MARKER: DB = BENCH MARK DISK
 JD1539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1539_SP_SET: 10 FEET
 JD1539_STAMPING: A 247 1962
 JD1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1539
 JD1539  HISTORY     - Date     Condition        Report By
 JD1539  HISTORY     - 1962     MONUMENTED       CGS
 JD1539
 JD1539                          STATION DESCRIPTION
 JD1539
 JD1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1539'1.4 MI SW FROM OSCEOLA.
 JD1539'ABOUT 1.4 MILES SOUTHWEST ALONG HIGHWAY 82 FROM THE COURTHOUSE
 JD1539'AT OSCEOLA, IN SECTION 30, T 38 N, R 25 W, 58 FEET NORTHWEST
 JD1539'OF THE ROAD CROSSING, 118 1/2 FEET SOUTH OF A TELEPHONE POLE,
 JD1539'17 FEET NORTH OF A DIM TRAIL ROAD, 38 FEET WEST OF THE ROAD,
 JD1539'1 1/2 FEET EAST OF A FENCE LINE, 1.2 FEET SOUTHWEST OF A
 JD1539'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE
 JD1539'TOP OF A 5/8-INCH COPPER COATED ROAD WHICH IS DRIVEN TO A DEPTH
 JD1539'OF 10 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0964 ***********************************************************************
 HD0964  DESIGNATION -  A 248
 HD0964  PID         -  HD0964
 HD0964  STATE/COUNTY-  MO/ST CLAIR
 HD0964  USGS QUAD   -  VISTA (1991)
 HD0964
 HD0964                         *CURRENT SURVEY CONTROL
 HD0964  ___________________________________________________________________
 HD0964* NAD 83(1986)-  37 54 02.     (N)    093 44 06.     (W)     SCALED    
 HD0964* NAVD 88     -       263.641  (meters)     864.96   (feet)  ADJUSTED  
 HD0964  ___________________________________________________________________
 HD0964  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HD0964  DYNAMIC HT  -         263.446 (meters)     864.32  (feet)  COMP
 HD0964  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 HD0964
 HD0964  VERT ORDER  -  SECOND    CLASS 0
 HD0964
 HD0964.The horizontal coordinates were scaled from a topographic map and have
 HD0964.an estimated accuracy of +/- 6 seconds.
 HD0964
 HD0964.The orthometric height was determined by differential leveling
 HD0964.and adjusted by the National Geodetic Survey in June 1991..
 HD0964
 HD0964.The geoid height was determined by GEOID03.
 HD0964
 HD0964.The dynamic height is computed by dividing the NAVD 88
 HD0964.geopotential number by the normal gravity value computed on the
 HD0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0964.degrees latitude (g = 980.6199 gals.).
 HD0964
 HD0964.The modeled gravity was interpolated from observed gravity values.
 HD0964
 HD0964;                    North         East    Units  Estimated Accuracy
 HD0964;SPC MO W     -   192,690.      917,280.      MT  (+/- 180 meters Scaled)
 HD0964
 HD0964                          SUPERSEDED SURVEY CONTROL
 HD0964
 HD0964  NGVD 29 (??/??/92)  263.531  (m)          864.60   (f) ADJ UNCH    2 0
 HD0964
 HD0964.Superseded values are not recommended for survey control.
 HD0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0964.See file dsdata.txt to determine how the superseded data were derived.
 HD0964
 HD0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB353950(NAD 83)
 HD0964_MARKER: DB = BENCH MARK DISK
 HD0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0964_STAMPING: A 248 1963
 HD0964_MARK LOGO: CGS   
 HD0964_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0964+STABILITY: SURFACE MOTION
 HD0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0964+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 HD0964
 HD0964  HISTORY     - Date     Condition        Report By
 HD0964  HISTORY     - 1963     MONUMENTED       CGS
 HD0964  HISTORY     - 19940913 GOOD             MODNR
 HD0964
 HD0964                          STATION DESCRIPTION
 HD0964
 HD0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HD0964'6.8 MI WNW FROM COLLINS.
 HD0964'6.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0964'WITH STATE ROAD 13, TO THE JUNCTION OF U.S. HIGHWAY 54 WITH
 HD0964'STATE ROAD V AND THE MARK, 116 FEET NORTHWEST AND ACROSS THE
 HD0964'HIGHWAY FROM A POWER POLE, 62 FEET NORTHWEST OF THE JUNCTION, 51
 HD0964'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 51 FEET WEST OF THE
 HD0964'CENTER LINE OF STATE ROAD V, 1 1/2 FEET SOUTHWEST OF A FENCE, 26
 HD0964'FEET SOUTH OF A GATE, 2 FEET NORTH-NORTHWEST OF A METAL WITNESS
 HD0964'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 HD0964'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HD0964
 HD0964                          STATION RECOVERY (1994)
 HD0964
 HD0964'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0964'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1773 ***********************************************************************
 JD1773  DESIGNATION -  A 249
 JD1773  PID         -  JD1773
 JD1773  STATE/COUNTY-  MO/ST CLAIR
 JD1773  USGS QUAD   -  LOWRY CITY (1991)
 JD1773
 JD1773                         *CURRENT SURVEY CONTROL
 JD1773  ___________________________________________________________________
 JD1773* NAD 83(1986)-  38 08 12.     (N)    093 44 14.     (W)     SCALED    
 JD1773* NAVD 88     -       257.425  (meters)     844.57   (feet)  ADJUSTED  
 JD1773  ___________________________________________________________________
 JD1773  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1773  DYNAMIC HT  -         257.239 (meters)     843.96  (feet)  COMP
 JD1773  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 JD1773
 JD1773  VERT ORDER  -  SECOND    CLASS 0
 JD1773
 JD1773.The horizontal coordinates were scaled from a topographic map and have
 JD1773.an estimated accuracy of +/- 6 seconds.
 JD1773
 JD1773.The orthometric height was determined by differential leveling
 JD1773.and adjusted by the National Geodetic Survey in June 1991..
 JD1773
 JD1773.The geoid height was determined by GEOID03.
 JD1773
 JD1773.The dynamic height is computed by dividing the NAVD 88
 JD1773.geopotential number by the normal gravity value computed on the
 JD1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1773.degrees latitude (g = 980.6199 gals.).
 JD1773
 JD1773.The modeled gravity was interpolated from observed gravity values.
 JD1773
 JD1773;                    North         East    Units  Estimated Accuracy
 JD1773;SPC MO W     -   218,890.      916,870.      MT  (+/- 180 meters Scaled)
 JD1773
 JD1773                          SUPERSEDED SURVEY CONTROL
 JD1773
 JD1773  NGVD 29 (??/??/92)  257.304  (m)          844.17   (f) ADJ UNCH    2 0
 JD1773
 JD1773.Superseded values are not recommended for survey control.
 JD1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1773.See file dsdata.txt to determine how the superseded data were derived.
 JD1773
 JD1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC353212(NAD 83)
 JD1773_MARKER: DB = BENCH MARK DISK
 JD1773_SETTING: 66 = SET IN ROCK OUTCROP
 JD1773_SP_SET: ROCK OUTCROP
 JD1773_STAMPING: A 249 1963
 JD1773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1773+STABILITY: POSITION/ELEVATION WELL
 JD1773
 JD1773  HISTORY     - Date     Condition        Report By
 JD1773  HISTORY     - 1963     MONUMENTED       CGS
 JD1773  HISTORY     - 19880314 MARK NOT FOUND   USPSQD
 JD1773
 JD1773                          STATION DESCRIPTION
 JD1773
 JD1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1773'0.8 MI SW FROM LOWRY CITY.
 JD1773'ABOUT 0.15 MILE WEST ALONG AN ASPHALT STREET FROM THE ST. LOUIS-SAN
 JD1773'FRANCISCO RAILWAY STATION AT LOWRY CITY, THENCE 0.65 MILE SOUTHWEST
 JD1773'ALONG STATE ROAD D, ON THE INSIDE OF A LONG CURVE IN THE ROAD,
 JD1773'IN SECTION 24, T 39 N, R 26 W, 28 FEET SOUTHEAST OF THE CENTER
 JD1773'LINE OF THE CURVE IN THE ROAD, 21 FEET NORTH-NORTHWEST OF A LONE
 JD1773'3-FORKED TREE LOCATED INSIDE OF A FENCE, 10 1/2 FEET WEST OF A
 JD1773'POWER POLE BRACED BY A GUY WIRE, 10 1/2 FEET NORTHWEST OF A
 JD1773'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JD1773'SANDSTONE OUTCROP FLUSH WITH THE GROUND.
 JD1773
 JD1773                          STATION RECOVERY (1988)
 JD1773
 JD1773'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JD1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1815 ***********************************************************************
 HB1815  DESIGNATION -  A 25 RESET
 HB1815  PID         -  HB1815
 HB1815  STATE/COUNTY-  MO/SCOTT
 HB1815  USGS QUAD   -  CHAFFEE (1978)
 HB1815
 HB1815                         *CURRENT SURVEY CONTROL
 HB1815  ___________________________________________________________________
 HB1815* NAD 83(1986)-  37 08 39.     (N)    089 41 54.     (W)     SCALED    
 HB1815* NAVD 88     -        99.60   (meters)     326.8    (feet)  RESET     
 HB1815  ___________________________________________________________________
 HB1815  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HB1815
 HB1815  VERT ORDER  -  THIRD
 HB1815
 HB1815.The horizontal coordinates were scaled from a topographic map and have
 HB1815.an estimated accuracy of +/- 6 seconds.
 HB1815
 HB1815.The orthometric height was computed from unverified reset data.
 HB1815.No vertical observational check was made to the station.
 HB1815
 HB1815.The geoid height was determined by GEOID03.
 HB1815
 HB1815;                    North         East    Units  Estimated Accuracy
 HB1815;SPC MO E     -   145,750.      321,220.      MT  (+/- 180 meters Scaled)
 HB1815
 HB1815                          SUPERSEDED SURVEY CONTROL
 HB1815
 HB1815  NGVD 29 (02/22/06)   99.55   (m)          326.6    (f) RESET       3  
 HB1815
 HB1815.Superseded values are not recommended for survey control.
 HB1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1815.See file dsdata.txt to determine how the superseded data were derived.
 HB1815
 HB1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG603142(NAD 83)
 HB1815_MARKER: DB = BENCH MARK DISK
 HB1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1815_SP_SET: CONCRETE POST
 HB1815_STAMPING: A 25 RESET 1984
 HB1815_MARK LOGO: NGS   
 HB1815_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1815+STABILITY: SURFACE MOTION
 HB1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1815+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002
 HB1815
 HB1815  HISTORY     - Date     Condition        Report By
 HB1815  HISTORY     - 1984     MONUMENTED       NGS
 HB1815  HISTORY     - 20020823 GOOD             USACE
 HB1815
 HB1815                          STATION DESCRIPTION
 HB1815
 HB1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HB1815'2.8 MI (4.5 KM) SOUTH ALONG STATE HIGHWAY 77, FROM THE JUNCTION WITH
 HB1815'STATE ROADS A AND EE AT CHAFFEE, THENCE 1.55 MI (2.49 KM) RIGHT AND
 HB1815'WEST ALONG GRAVELED COUNTY ROAD 252, AT A T-ROAD AND A RAILROAD
 HB1815'CROSSING, 35.5 FT (10.8 M) EAST FROM THE CENTERLINE OF A NORTH-SOUTH
 HB1815'ROAD, 20.0 FT (6.1 M) WEST FROM THE WEST RAIL OF A RAILROAD TRACK,
 HB1815'28.0 FT (8.5 M) NORTH FROM THE CENTERLINE OF COUNTY ROAD 252 AND 1.5
 HB1815'FT (0.5 M) SOUTH FROM A WITNESS POST AND ABOUT 6 FT (1.8 M) LOWER
 HB1815'THAN THE TRACK, MARK IS FLUSH WITH THE GROUND.
 HB1815
 HB1815                          STATION RECOVERY (2002)
 HB1815
 HB1815'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1688 ***********************************************************************
 JD1688  DESIGNATION -  A 250
 JD1688  PID         -  JD1688
 JD1688  STATE/COUNTY-  MO/HENRY
 JD1688  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1688
 JD1688                         *CURRENT SURVEY CONTROL
 JD1688  ___________________________________________________________________
 JD1688* NAD 83(1986)-  38 15 01.     (N)    093 46 46.     (W)     SCALED    
 JD1688* NAVD 88     -       236.000  (meters)     774.28   (feet)  ADJUSTED  
 JD1688  ___________________________________________________________________
 JD1688  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JD1688  DYNAMIC HT  -         235.833 (meters)     773.73  (feet)  COMP
 JD1688  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 JD1688
 JD1688  VERT ORDER  -  SECOND    CLASS 0
 JD1688
 JD1688.The horizontal coordinates were scaled from a topographic map and have
 JD1688.an estimated accuracy of +/- 6 seconds.
 JD1688
 JD1688.The orthometric height was determined by differential leveling
 JD1688.and adjusted by the National Geodetic Survey in June 1991..
 JD1688
 JD1688.The geoid height was determined by GEOID03.
 JD1688
 JD1688.The dynamic height is computed by dividing the NAVD 88
 JD1688.geopotential number by the normal gravity value computed on the
 JD1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1688.degrees latitude (g = 980.6199 gals.).
 JD1688
 JD1688.The modeled gravity was interpolated from observed gravity values.
 JD1688
 JD1688;                    North         East    Units  Estimated Accuracy
 JD1688;SPC MO W     -   231,470.      913,070.      MT  (+/- 180 meters Scaled)
 JD1688
 JD1688                          SUPERSEDED SURVEY CONTROL
 JD1688
 JD1688  NGVD 29 (??/??/92)  235.888  (m)          773.91   (f) ADJ UNCH    2 0
 JD1688
 JD1688.Superseded values are not recommended for survey control.
 JD1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1688.See file dsdata.txt to determine how the superseded data were derived.
 JD1688
 JD1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC318338(NAD 83)
 JD1688_MARKER: DB = BENCH MARK DISK
 JD1688_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1688_SP_SET: 1 1/2 FEET
 JD1688_STAMPING: A 250 1963
 JD1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1688
 JD1688  HISTORY     - Date     Condition        Report By
 JD1688  HISTORY     - 1963     MONUMENTED       CGS
 JD1688
 JD1688                          STATION DESCRIPTION
 JD1688
 JD1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1688'1.2 MI SW FROM DEEPWATER.
 JD1688'ABOUT 0.4 MILE WEST ALONG AN ASPHALT STREET FROM THE POST OFFICE
 JD1688'AT DEEPWATER, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 13,
 JD1688'OR 8.8 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1688'FROM THE STATION AT LOWRY CITY, IN SECTION 15, T 40 N, R 26 W,
 JD1688'IN THE SOUTH EDGE OF A TRIANGLE PLOT OF GROUND FORMED BY STATE
 JD1688'HIGHWAY 52 AND 13, 165 FEET WEST OF A LONE 25-INCH ELM TREE,
 JD1688'173 FEET SOUTHWEST OF THE CENTER LINE OF A CURVE IN STATE HIGHWAY
 JD1688'13, 36 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 52 LEADING
 JD1688'WEST, 6 FEET NORTHWEST OF A TELEPHONE POLE, 2.0 FEET NORTH OF A
 JD1688'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 JD1688'HIGHWAY, AND WELDED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 JD1688'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0589 ***********************************************************************
 JE0589  DESIGNATION -  A 251
 JE0589  PID         -  JE0589
 JE0589  STATE/COUNTY-  MO/BATES
 JE0589  USGS QUAD   -  SPRUCE (1961)
 JE0589
 JE0589                         *CURRENT SURVEY CONTROL
 JE0589  ___________________________________________________________________
 JE0589* NAD 83(1986)-  38 15 31.     (N)    094 10 17.     (W)     SCALED    
 JE0589* NAVD 88     -       269.868  (meters)     885.39   (feet)  ADJUSTED  
 JE0589  ___________________________________________________________________
 JE0589  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0589  DYNAMIC HT  -         269.672 (meters)     884.75  (feet)  COMP
 JE0589  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 JE0589
 JE0589  VERT ORDER  -  SECOND    CLASS 0
 JE0589
 JE0589.The horizontal coordinates were scaled from a topographic map and have
 JE0589.an estimated accuracy of +/- 6 seconds.
 JE0589
 JE0589.The orthometric height was determined by differential leveling
 JE0589.and adjusted by the National Geodetic Survey in June 1991..
 JE0589
 JE0589.The geoid height was determined by GEOID03.
 JE0589
 JE0589.The dynamic height is computed by dividing the NAVD 88
 JE0589.geopotential number by the normal gravity value computed on the
 JE0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0589.degrees latitude (g = 980.6199 gals.).
 JE0589
 JE0589.The modeled gravity was interpolated from observed gravity values.
 JE0589
 JE0589;                    North         East    Units  Estimated Accuracy
 JE0589;SPC MO W     -   232,210.      878,760.      MT  (+/- 180 meters Scaled)
 JE0589
 JE0589                          SUPERSEDED SURVEY CONTROL
 JE0589
 JE0589  NGVD 29 (??/??/92)  269.755  (m)          885.02   (f) ADJ UNCH    2 0
 JE0589
 JE0589.Superseded values are not recommended for survey control.
 JE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0589.See file dsdata.txt to determine how the superseded data were derived.
 JE0589
 JE0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC975351(NAD 83)
 JE0589_MARKER: DB = BENCH MARK DISK
 JE0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0589_SP_SET: CONCRETE RETAINING WALL
 JE0589_STAMPING: A 251 1963
 JE0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0589+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 JE0589
 JE0589  HISTORY     - Date     Condition        Report By
 JE0589  HISTORY     - 1963     MONUMENTED       CGS
 JE0589  HISTORY     - 20060819 GOOD             INDIV
 JE0589
 JE0589                          STATION DESCRIPTION
 JE0589
 JE0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0589'2.3 MI W FROM SPRUCE.
 JE0589'ABOUT 2.3 MILES WEST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0589'CHURCH AT SPRUCE, ABOUT 400 FEET EAST-NORTHEAST OF AND ACROSS
 JE0589'THE ROAD FROM A FARMHOUSE, 37 FEET NORTH OF THE CENTER LINE OF
 JE0589'THE ROAD, 13 FEET NORTH OF THE NORTH END OF A 32-INCH CORRUGATED
 JE0589'STEEL CULVERT, 3 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE
 JE0589'ROAD, AND SET IN THE TOP OF A CONCRETE RETAINING WALL ACROSS
 JE0589'A DITCH.
 JE0589
 JE0589                          STATION RECOVERY (2006)
 JE0589
 JE0589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0589'THE RETAINING WALL IS 2 FEET TALL AND RUNS EAST-WEST.  THE MARKER IS
 JE0589'LOCATED IN THE TOP CENTER OF THIS CONCRETE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0322 ***********************************************************************
 JE0322  DESIGNATION -  A 252
 JE0322  PID         -  JE0322
 JE0322  STATE/COUNTY-  MO/BATES
 JE0322  USGS QUAD   -  BUTLER (1961)
 JE0322
 JE0322                         *CURRENT SURVEY CONTROL
 JE0322  ___________________________________________________________________
 JE0322* NAD 83(1986)-  38 19 12.     (N)    094 21 01.     (W)     SCALED    
 JE0322* NAVD 88     -       264.222  (meters)     866.87   (feet)  ADJUSTED  
 JE0322  ___________________________________________________________________
 JE0322  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JE0322  DYNAMIC HT  -         264.033 (meters)     866.25  (feet)  COMP
 JE0322  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 JE0322
 JE0322  VERT ORDER  -  FIRST     CLASS II
 JE0322
 JE0322.The horizontal coordinates were scaled from a topographic map and have
 JE0322.an estimated accuracy of +/- 6 seconds.
 JE0322
 JE0322.The orthometric height was determined by differential leveling
 JE0322.and adjusted by the National Geodetic Survey in June 1991..
 JE0322
 JE0322.The geoid height was determined by GEOID03.
 JE0322
 JE0322.The dynamic height is computed by dividing the NAVD 88
 JE0322.geopotential number by the normal gravity value computed on the
 JE0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0322.degrees latitude (g = 980.6199 gals.).
 JE0322
 JE0322.The modeled gravity was interpolated from observed gravity values.
 JE0322
 JE0322;                    North         East    Units  Estimated Accuracy
 JE0322;SPC MO W     -   238,980.      863,090.      MT  (+/- 180 meters Scaled)
 JE0322
 JE0322                          SUPERSEDED SURVEY CONTROL
 JE0322
 JE0322  NGVD 29 (??/??/92)  264.098  (m)          866.46   (f) ADJ UNCH    1 2
 JE0322
 JE0322.Superseded values are not recommended for survey control.
 JE0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0322.See file dsdata.txt to determine how the superseded data were derived.
 JE0322
 JE0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC819421(NAD 83)
 JE0322_MARKER: DB = BENCH MARK DISK
 JE0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0322_SP_SET: WINCH
 JE0322_STAMPING: A 252 1963
 JE0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0322+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2006
 JE0322
 JE0322  HISTORY     - Date     Condition        Report By
 JE0322  HISTORY     - 1963     MONUMENTED       CGS
 JE0322  HISTORY     - 20060225 GOOD             INDIV
 JE0322
 JE0322                          STATION DESCRIPTION
 JE0322
 JE0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0322'AT PASSAIC.
 JE0322'ABOUT 0.05 MI N ALONG THE MISSOURI PACIFIC RR FROM THE POST
 JE0322'OFFICE AT PASSIAC, 33 FT E OF THE E RAIL OF THE MAIN TRACK,
 JE0322'9 FT SW OF GRAIN BIN NUMBER 7 AT THE PASSAIC GRAIN CO., SET
 JE0322'VERTICALLY IN THE W SIDE OF A CONCRETE FOUNDATION FOR A WINCH,
 JE0322'120 FT N OF THE CENTER OF THE CROSSING OF THE RR AND STATE
 JE0322'RD F, 117 FT N OF THE CENTER LINE OF STATE RD F, 0.8 FT BELOW
 JE0322'THE TOP OF THE FOUNDATION, AND 1.6 FT S OF THE NW CORNER OF
 JE0322'THE FOUNDATION.
 JE0322
 JE0322                          STATION RECOVERY (2006)
 JE0322
 JE0322'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0322'ALL THAT REMAINS OF GRAIN BIN NUMBER 7 IS THE CONCRETE FOUNDATION.
 JE0322'THE WINCH STANDS RUSTED AND UNUSED, BUT STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0530 ***********************************************************************
 JE0530  DESIGNATION -  A 253
 JE0530  PID         -  JE0530
 JE0530  STATE/COUNTY-  MO/BATES
 JE0530  USGS QUAD   -  MAIN CITY (1961)
 JE0530
 JE0530                         *CURRENT SURVEY CONTROL
 JE0530  ___________________________________________________________________
 JE0530* NAD 83(1986)-  38 23 38.     (N)    094 23 38.     (W)     SCALED    
 JE0530* NAVD 88     -       259.071  (meters)     849.97   (feet)  ADJUSTED  
 JE0530  ___________________________________________________________________
 JE0530  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JE0530  DYNAMIC HT  -         258.886 (meters)     849.36  (feet)  COMP
 JE0530  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 JE0530
 JE0530  VERT ORDER  -  SECOND    CLASS 0
 JE0530
 JE0530.The horizontal coordinates were scaled from a topographic map and have
 JE0530.an estimated accuracy of +/- 6 seconds.
 JE0530
 JE0530.The orthometric height was determined by differential leveling
 JE0530.and adjusted by the National Geodetic Survey in June 1991..
 JE0530
 JE0530.The geoid height was determined by GEOID03.
 JE0530
 JE0530.The dynamic height is computed by dividing the NAVD 88
 JE0530.geopotential number by the normal gravity value computed on the
 JE0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0530.degrees latitude (g = 980.6199 gals.).
 JE0530
 JE0530.The modeled gravity was interpolated from observed gravity values.
 JE0530
 JE0530;                    North         East    Units  Estimated Accuracy
 JE0530;SPC MO W     -   247,170.      859,270.      MT  (+/- 180 meters Scaled)
 JE0530
 JE0530                          SUPERSEDED SURVEY CONTROL
 JE0530
 JE0530  NGVD 29 (??/??/92)  258.948  (m)          849.57   (f) ADJ UNCH    2 0
 JE0530
 JE0530.Superseded values are not recommended for survey control.
 JE0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0530.See file dsdata.txt to determine how the superseded data were derived.
 JE0530
 JE0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC782504(NAD 83)
 JE0530_MARKER: DB = BENCH MARK DISK
 JE0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0530_SP_SET: CULVERT
 JE0530_STAMPING: A 253 1963
 JE0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0530
 JE0530  HISTORY     - Date     Condition        Report By
 JE0530  HISTORY     - 1963     MONUMENTED       CGS
 JE0530
 JE0530                          STATION DESCRIPTION
 JE0530
 JE0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0530'2.3 MI W FROM ADRIAN.
 JE0530'ABOUT 2.3 MILES ALONG STATE HIGHWAY 18 FROM THE MISSOURI PACIFIC
 JE0530'RAILROAD STATION AT ADRIAN, 0.4 MILE EAST OF A INTERSECTION,
 JE0530'AT A LARGE DOUBLE CHANNEL CONCRETE CULVERT, 15 FEET NORTH OF
 JE0530'THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF THE WEST
 JE0530'END OF THE NORTH CONCRETE HEAD WALL OF THE CULVERT, 1 1/2 FEET
 JE0530'BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0550 ***********************************************************************
 JE0550  DESIGNATION -  A 254
 JE0550  PID         -  JE0550
 JE0550  STATE/COUNTY-  MO/BATES
 JE0550  USGS QUAD   -  VIRGINIA (1961)
 JE0550
 JE0550                         *CURRENT SURVEY CONTROL
 JE0550  ___________________________________________________________________
 JE0550* NAD 83(1986)-  38 19 24.     (N)    094 26 21.     (W)     SCALED    
 JE0550* NAVD 88     -       252.078  (meters)     827.03   (feet)  ADJUSTED  
 JE0550  ___________________________________________________________________
 JE0550  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0550  DYNAMIC HT  -         251.898 (meters)     826.44  (feet)  COMP
 JE0550  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 JE0550
 JE0550  VERT ORDER  -  SECOND    CLASS 0
 JE0550
 JE0550.The horizontal coordinates were scaled from a topographic map and have
 JE0550.an estimated accuracy of +/- 6 seconds.
 JE0550
 JE0550.The orthometric height was determined by differential leveling
 JE0550.and adjusted by the National Geodetic Survey in June 1991..
 JE0550
 JE0550.The geoid height was determined by GEOID03.
 JE0550
 JE0550.The dynamic height is computed by dividing the NAVD 88
 JE0550.geopotential number by the normal gravity value computed on the
 JE0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0550.degrees latitude (g = 980.6199 gals.).
 JE0550
 JE0550.The modeled gravity was interpolated from observed gravity values.
 JE0550
 JE0550;                    North         East    Units  Estimated Accuracy
 JE0550;SPC MO W     -   239,340.      855,320.      MT  (+/- 180 meters Scaled)
 JE0550
 JE0550                          SUPERSEDED SURVEY CONTROL
 JE0550
 JE0550  NGVD 29 (??/??/92)  251.957  (m)          826.63   (f) ADJ UNCH    2 0
 JE0550
 JE0550.Superseded values are not recommended for survey control.
 JE0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0550.See file dsdata.txt to determine how the superseded data were derived.
 JE0550
 JE0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC741426(NAD 83)
 JE0550_MARKER: DB = BENCH MARK DISK
 JE0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0550_SP_SET: CULVERT
 JE0550_STAMPING: A 254 1963
 JE0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0550+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0550
 JE0550  HISTORY     - Date     Condition        Report By
 JE0550  HISTORY     - 1963     MONUMENTED       CGS
 JE0550  HISTORY     - 20051105 GOOD             INDIV
 JE0550
 JE0550                          STATION DESCRIPTION
 JE0550
 JE0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0550'8.8 MI W FROM PASSIAC.
 JE0550'ABOUT 2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0550'THE POST OFFICE AT PASSIAC, THENCE 3.7 MILES WEST ALONG A
 JE0550'GRAVELED ROAD, THENCE 2.05 MILES SOUTH ALONG COUNTY ROAD FF,
 JE0550'THENCE 1.0 MILES WEST ALONG COUNTY ROAD F, OR 2.3 MILES NORTH
 JE0550'ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT BUTLER,
 JE0550'THENCE 5.15 MILES WEST ALONG COUNTY ROAD TT TO THE END OF
 JE0550'MAINTENANCE, THENCE 1.05 MILES NORTH ALONG A PARTIALLY GRAVELED
 JE0550'ROAD THENCE 0.25 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 JE0550'MILES NORTH ALONG A GRADED DIRT ROAD, 81 YARDS SOUTH SOUTHWEST
 JE0550'OF THE SOUTHWEST CORNER OF A SCHOOLHOUSE, 183 FEET EAST OF THE
 JE0550'CENTER OF A ROAD INTERSECTION, 14 FEET NORTH OF THE CENTER LINE
 JE0550'OF COUNTY ROAD F, SET IN THE TOP CENTER OF THE NORTH CONCRETE
 JE0550'HEADWALL OF A BOX TYPE CULVERT AND ON THE LEVEL OF THE ROAD.
 JE0550
 JE0550                          STATION RECOVERY (2005)
 JE0550
 JE0550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0550'THE MARKER IS 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1672 ***********************************************************************
 JD1672  DESIGNATION -  A 255
 JD1672  PID         -  JD1672
 JD1672  STATE/COUNTY-  MO/HENRY
 JD1672  USGS QUAD   -  CLINTON NORTH (1981)
 JD1672
 JD1672                         *CURRENT SURVEY CONTROL
 JD1672  ___________________________________________________________________
 JD1672* NAD 83(1986)-  38 23 21.     (N)    093 47 50.     (W)     SCALED    
 JD1672* NAVD 88     -       243.260  (meters)     798.10   (feet)  ADJUSTED  
 JD1672  ___________________________________________________________________
 JD1672  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD1672  DYNAMIC HT  -         243.092 (meters)     797.54  (feet)  COMP
 JD1672  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 JD1672
 JD1672  VERT ORDER  -  SECOND    CLASS 0
 JD1672
 JD1672.The horizontal coordinates were scaled from a topographic map and have
 JD1672.an estimated accuracy of +/- 6 seconds.
 JD1672
 JD1672.The orthometric height was determined by differential leveling
 JD1672.and adjusted by the National Geodetic Survey in June 1991..
 JD1672
 JD1672.The geoid height was determined by GEOID03.
 JD1672
 JD1672.The dynamic height is computed by dividing the NAVD 88
 JD1672.geopotential number by the normal gravity value computed on the
 JD1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1672.degrees latitude (g = 980.6199 gals.).
 JD1672
 JD1672.The modeled gravity was interpolated from observed gravity values.
 JD1672
 JD1672;                    North         East    Units  Estimated Accuracy
 JD1672;SPC MO W     -   246,880.      911,400.      MT  (+/- 180 meters Scaled)
 JD1672
 JD1672                          SUPERSEDED SURVEY CONTROL
 JD1672
 JD1672  NGVD 29 (??/??/92)  243.144  (m)          797.71   (f) ADJ UNCH    2 0
 JD1672
 JD1672.Superseded values are not recommended for survey control.
 JD1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1672.See file dsdata.txt to determine how the superseded data were derived.
 JD1672
 JD1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC303492(NAD 83)
 JD1672_MARKER: DB = BENCH MARK DISK
 JD1672_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1672_SP_SET: 8 FEET
 JD1672_STAMPING: A 255 1963
 JD1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1672
 JD1672  HISTORY     - Date     Condition        Report By
 JD1672  HISTORY     - 1963     MONUMENTED       CGS
 JD1672  HISTORY     - 1963     GOOD             NGS
 JD1672
 JD1672                          STATION DESCRIPTION
 JD1672
 JD1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1672'2.4 MI NW FROM CLINTON.
 JD1672'ABOUT 1.15 MILES NORTH ALONG NORTH WASHINGTON STREET FROM THE
 JD1672'COUNTY COURTHOUSE AT CLINTON, THENCE 1.2 MILES NORTHWEST ALONG
 JD1672'STATE HIGHWAY 7, 173 FEET NORTH OF AND ACROSS THE HIGHWAY FROM
 JD1672'THE NORTHEAST CORNER OF A BRICK HOUSE, 109 1/2 FEET SOUTHWEST
 JD1672'OF AND ACROSS AN ASPHALT ROAD FROM A CONCRETE AND BRICK BUILDING,
 JD1672'96 FEET NORTHWEST OF THE CENTER OF THE JUNCTION WITH THE ASPHALT
 JD1672'ROAD LEADING NORTH, 76 FEET NORTH OF THE CENTER LINE OF THE
 JD1672'HIGHWAY, 56 FEET WEST OF THE CENTER LINE OF THE ASPHALT ROAD,
 JD1672'42 FEET SOUTHWEST OF A POWER POLE, 1 FEET SOUTHEAST OF A FENCE,
 JD1672'1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD1672'HIGHWAY AND SET ON TOP OF A 5/8-INCH COPPER COATED ROD THAT
 JD1672'IS DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE
 JD1672'WHICH PROJECTS 4 INCHES.
 JD1672
 JD1672                          STATION RECOVERY (1963)
 JD1672
 JD1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0141 ***********************************************************************
 JE0141  DESIGNATION -  A 256
 JE0141  PID         -  JE0141
 JE0141  STATE/COUNTY-  MO/CASS
 JE0141  USGS QUAD   -  GARDEN CITY (1954)
 JE0141
 JE0141                         *CURRENT SURVEY CONTROL
 JE0141  ___________________________________________________________________
 JE0141* NAD 83(1986)-  38 33 19.     (N)    094 10 51.     (W)     SCALED    
 JE0141* NAVD 88     -       275.303  (meters)     903.22   (feet)  ADJUSTED  
 JE0141  ___________________________________________________________________
 JE0141  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0141  DYNAMIC HT  -         275.114 (meters)     902.60  (feet)  COMP
 JE0141  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 JE0141
 JE0141  VERT ORDER  -  SECOND    CLASS 0
 JE0141
 JE0141.The horizontal coordinates were scaled from a topographic map and have
 JE0141.an estimated accuracy of +/- 6 seconds.
 JE0141
 JE0141.The orthometric height was determined by differential leveling
 JE0141.and adjusted by the National Geodetic Survey in June 1991..
 JE0141
 JE0141.The geoid height was determined by GEOID03.
 JE0141
 JE0141.The dynamic height is computed by dividing the NAVD 88
 JE0141.geopotential number by the normal gravity value computed on the
 JE0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0141.degrees latitude (g = 980.6199 gals.).
 JE0141
 JE0141.The modeled gravity was interpolated from observed gravity values.
 JE0141
 JE0141;                    North         East    Units  Estimated Accuracy
 JE0141;SPC MO W     -   265,130.      877,820.      MT  (+/- 180 meters Scaled)
 JE0141
 JE0141                          SUPERSEDED SURVEY CONTROL
 JE0141
 JE0141  NGVD 29 (??/??/92)  275.166  (m)          902.77   (f) ADJ UNCH    2 0
 JE0141
 JE0141.Superseded values are not recommended for survey control.
 JE0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0141.See file dsdata.txt to determine how the superseded data were derived.
 JE0141
 JE0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC971680(NAD 83)
 JE0141_MARKER: DB = BENCH MARK DISK
 JE0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0141_SP_SET: CULVERT
 JE0141_STAMPING: A 256 1963
 JE0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0141
 JE0141  HISTORY     - Date     Condition        Report By
 JE0141  HISTORY     - 1963     MONUMENTED       CGS
 JE0141  HISTORY     - 1981     GOOD             NGS
 JE0141  HISTORY     - 20060526 GOOD             INDIV
 JE0141
 JE0141                          STATION DESCRIPTION
 JE0141
 JE0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0141'1.2 MI SE FROM GARDEN CITY.
 JE0141'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0141'SCHOOL AT GARDEN CITY, THENCE 1.0 MILE SOUTHEAST ALONG STATE
 JE0141'HIGHWAY 7, 0.7 MILE SOUTHEAST OF A BRICK POST OFFICE BUILDING,
 JE0141'52 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 JE0141'SOUTH OF THE CENTER LINE OF STATE ROAD NN, ABOUT 1 FOOT BELOW
 JE0141'THE LEVEL OF THE ROAD AND SET IN THE TOP OF THE EAST END OF
 JE0141'THE SOUTH CONCRETE HEADWALL OF A CULVERT.
 JE0141
 JE0141                          STATION RECOVERY (1981)
 JE0141
 JE0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0141'RECOVERED IN GOOD CONDITION.
 JE0141
 JE0141                          STATION RECOVERY (2006)
 JE0141
 JE0141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1363 ***********************************************************************
 JD1363  DESIGNATION -  A 257
 JD1363  PID         -  JD1363
 JD1363  STATE/COUNTY-  MO/BENTON
 JD1363  USGS QUAD   -  COLE CAMP (1961)
 JD1363
 JD1363                         *CURRENT SURVEY CONTROL
 JD1363  ___________________________________________________________________
 JD1363* NAD 83(1986)-  38 27 36.     (N)    093 08 34.     (W)     SCALED    
 JD1363* NAVD 88     -       333.830  (meters)    1095.24   (feet)  ADJUSTED  
 JD1363  ___________________________________________________________________
 JD1363  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JD1363  DYNAMIC HT  -         333.590 (meters)    1094.45  (feet)  COMP
 JD1363  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 JD1363
 JD1363  VERT ORDER  -  SECOND    CLASS 0
 JD1363
 JD1363.The horizontal coordinates were scaled from a topographic map and have
 JD1363.an estimated accuracy of +/- 6 seconds.
 JD1363
 JD1363.The orthometric height was determined by differential leveling
 JD1363.and adjusted by the National Geodetic Survey in June 1991..
 JD1363
 JD1363.The geoid height was determined by GEOID03.
 JD1363
 JD1363.The dynamic height is computed by dividing the NAVD 88
 JD1363.geopotential number by the normal gravity value computed on the
 JD1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1363.degrees latitude (g = 980.6199 gals.).
 JD1363
 JD1363.The modeled gravity was interpolated from observed gravity values.
 JD1363
 JD1363;                    North         East    Units  Estimated Accuracy
 JD1363;SPC MO C     -   291,690.      443,900.      MT  (+/- 180 meters Scaled)
 JD1363
 JD1363                          SUPERSEDED SURVEY CONTROL
 JD1363
 JD1363  NGVD 29 (??/??/92)  333.705  (m)         1094.83   (f) ADJ UNCH    2 0
 JD1363
 JD1363.Superseded values are not recommended for survey control.
 JD1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1363.See file dsdata.txt to determine how the superseded data were derived.
 JD1363
 JD1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC875568(NAD 83)
 JD1363_MARKER: DB = BENCH MARK DISK
 JD1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1363_STAMPING: A 257 1963
 JD1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1363+STABILITY: SURFACE MOTION
 JD1363
 JD1363  HISTORY     - Date     Condition        Report By
 JD1363  HISTORY     - 1963     MONUMENTED       CGS
 JD1363
 JD1363                          STATION DESCRIPTION
 JD1363
 JD1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1363'3.8 MI E FROM COLE CAMP.
 JD1363'3.8 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILWAY
 JD1363'FROM THE STATION AT COLE CAMP, 2 1/2 TELEPHONE POLES WEST OF
 JD1363'MILEPOST 195, 43 FEET SOUTH OF THE SOUTH RAIL, 50 FEET SOUTHWEST
 JD1363'OF THE CENTER OF A PRIVATE ROAD CROSSING, 22 FEET WEST OF THE
 JD1363'CENTER OF A GATE, 2.2 FEET NORTH OF A FENCE, 2.5 FEET
 JD1363'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 JD1363'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTIONG 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1081 ***********************************************************************
 JD1081  DESIGNATION -  A 258
 JD1081  PID         -  JD1081
 JD1081  STATE/COUNTY-  MO/PETTIS
 JD1081  USGS QUAD   -  IONIA (1973)
 JD1081
 JD1081                         *CURRENT SURVEY CONTROL
 JD1081  ___________________________________________________________________
 JD1081* NAD 83(1997)-  38 32 12.64689(N)    093 20 11.01840(W)     ADJUSTED  
 JD1081* NAVD 88     -       288.245  (meters)     945.68   (feet)  ADJUSTED  
 JD1081  ___________________________________________________________________
 JD1081  X           -    -290,741.816 (meters)                     COMP
 JD1081  Y           -  -4,987,254.535 (meters)                     COMP
 JD1081  Z           -   3,952,388.813 (meters)                     COMP
 JD1081  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 JD1081  ELLIP HEIGHT-         255.58  (meters)          (02/17/00) GPS OBS
 JD1081  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD1081  DYNAMIC HT  -         288.041 (meters)     945.01  (feet)  COMP
 JD1081  MODELED GRAV-     979,913.2   (mgal)                       NAVD 88
 JD1081
 JD1081  HORZ ORDER  -  THIRD
 JD1081  VERT ORDER  -  SECOND    CLASS 0
 JD1081  ELLP ORDER  -  FOURTH    CLASS I
 JD1081
 JD1081.The horizontal coordinates were established by GPS observations
 JD1081.and adjusted by the National Geodetic Survey in February 2000..
 JD1081
 JD1081.The orthometric height was determined by differential leveling
 JD1081.and adjusted by the National Geodetic Survey in June 1991..
 JD1081
 JD1081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD1081
 JD1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1081
 JD1081.The ellipsoidal height was determined by GPS observations
 JD1081.and is referenced to NAD 83.
 JD1081
 JD1081.The geoid height was determined by GEOID03.
 JD1081
 JD1081.The dynamic height is computed by dividing the NAVD 88
 JD1081.geopotential number by the normal gravity value computed on the
 JD1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1081.degrees latitude (g = 980.6199 gals.).
 JD1081
 JD1081.The modeled gravity was interpolated from observed gravity values.
 JD1081
 JD1081;                    North         East     Units Scale Factor Converg.
 JD1081;SPC MO C     -   300,350.645   427,080.497   MT  0.99999879   -0 31 16.0
 JD1081;UTM  15      - 4,265,435.590   470,682.070   MT  0.99961058   -0 12 34.5
 JD1081
 JD1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1081!SPC MO C     -   0.99995990  x   0.99999879  =   0.99995869
 JD1081!UTM  15      -   0.99995990  x   0.99961058  =   0.99957050
 JD1081
 JD1081                          SUPERSEDED SURVEY CONTROL
 JD1081
 JD1081  NAD 83(1997)-  38 32 12.65114(N)    093 20 11.01838(W) AD(       ) 3
 JD1081  NAD 83(1986)-  38 32 12.65817(N)    093 20 11.01726(W) AD(       ) 3
 JD1081  NGVD 29 (??/??/92)  288.128  (m)          945.30   (f) ADJ UNCH    2 0
 JD1081
 JD1081.Superseded values are not recommended for survey control.
 JD1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1081.See file dsdata.txt to determine how the superseded data were derived.
 JD1081
 JD1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC7068265436(NAD 83)
 JD1081_MARKER: DB = BENCH MARK DISK
 JD1081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1081_SP_SET: COPPER-CLAD STEEL ROD
 JD1081_STAMPING: A 258 1963
 JD1081_MARK LOGO: CGS   
 JD1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD1081+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 JD1081
 JD1081  HISTORY     - Date     Condition        Report By
 JD1081  HISTORY     - 1963     MONUMENTED       CGS
 JD1081  HISTORY     - 19891113 GOOD             NGS
 JD1081  HISTORY     - 19900124 GOOD
 JD1081  HISTORY     - 19910419 GOOD             NGS
 JD1081
 JD1081                          STATION DESCRIPTION
 JD1081
 JD1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1081'1.1 MI S FROM MANILA.
 JD1081'ABOUT 1.1 MILES SOUTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1081'CHURCH AT MANILA, THENCE TO THE INTERSECTION OF STATE HIGHWAY
 JD1081'52, IN SECTION 34, T 44 N, R 22 W, 48 FEET EAST OF THE CENTER
 JD1081'LINE OF STATE ROAD ZZ, 82 FEET NORTH OF THE CENTER LINE OF STATE
 JD1081'HIGHWAY 52, 11 FEET SOUTH OF A POWER POLE, 1.0 FOOT SOUTHWEST
 JD1081'OF A FENCE, 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 JD1081'LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JD1081'ROD WHICH IS DRIVEN TO A DEPTH OF 12 1/2 FEET AND ENCASED IN A
 JD1081'6-INCH TILE WHICH PROJECTS 3 INCHES.
 JD1081
 JD1081                          STATION RECOVERY (1989)
 JD1081
 JD1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD1081'STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) EAST OF WINDSOR, 4 KM
 JD1081'(2.50 MI) NORTH OF IONIA, 5.5 KM (3.40 MI) WEST OF THE JUNCTION OF US
 JD1081'HIGHWAY 65 AND STATE HIGHWAY 52, AT THE JUNCTION OF HIGHWAY 52 AND
 JD1081'COUNTY ROAD EE, ON THE ROAD RIGHT-OF-WAY AT A CULTIVATED FIELD EDGE,
 JD1081'IN SOUTH CENTRAL SECTION 34, T44N, R22W.
 JD1081'TO REACH FROM THE JUNCTION OF HIGHWAYS 65 AND 52, GO WEST ON HIGHWAY
 JD1081'52 FOR 5.63 KM (3.50 MI) TO A PAVED CROSSROAD, COUNTY ROAD E AND THE
 JD1081'STATION ON THE RIGHT.
 JD1081'STATION MARK IS A DISK ATTACHED TO A METAL ROD INSIDE OF A 15-CM TILE
 JD1081'THAT PROJECTS 2 CM.  IT IS 24.3 M (79.7 FT) NORTH OF, AND LEVEL WITH
 JD1081'THE HIGHWAY CENTER, 17.7 M (58.1 FT) EAST OF THE ROAD CENTER, 3.3 M
 JD1081'(10.8 FT) SOUTH-SOUTHEAST OF UTILITY POLE B9, 0.3 M (1.0 FT) SOUTHEAST
 JD1081'OF A METAL WITNESS POST, 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS
 JD1081'POST, AND 3.2 M (10.5 FT) NORTH-NORTHWEST OF A 0.5 M (1.6 FT) HIGH
 JD1081'STUMP.
 JD1081
 JD1081                          STATION RECOVERY (1990)
 JD1081
 JD1081'RECOVERED 1990
 JD1081'RECOVERED IN GOOD CONDITION.
 JD1081
 JD1081                          STATION RECOVERY (1991)
 JD1081
 JD1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JD1081'STATION IS LOCATED ABOUT 7.5 KM (4.7 MI) EAST OF WINDSOR, ABOUT 4 KM
 JD1081'(2.5 MI) NORTH OF IONIA, IN THE NORTHEAST ANGLE OF THE JUNCTION OF
 JD1081'HIGHWAY 52 AND COUNTY ROAD E.  OWNERSHIP--STATE OF MISSOURI
 JD1081'DEPARTMENT OF TRANSPORTATION.
 JD1081'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE ROUTE 52,
 JD1081'ABOUT 14.4 KM (8.9 MI) SOUTH OF SEDALIA, GO WEST ON STATE ROUTE 52
 JD1081'FOR 5.63 KM (3.50 MI) TO A PAVED CROSSROAD (COUNTY ROAD E) AND THE
 JD1081'STATION ON THE RIGHT.
 JD1081'STATION IS A DISK ATTACHED TO A METAL ROD INSIDE OF A 15-CM TILE THAT
 JD1081'PROJECTS 2 CM, LOCATED 24.3 M (79.7 FT) NORTH OF AND LEVEL WITH THE
 JD1081'HIGHWAY CENTER, 17.7 M (58.1 FT) EAST OF THE ROAD CENTER, 3.3 M
 JD1081'(10.8 FT) SOUTH-SOUTHEAST OF UTILITY POLE B9, 0.3 M (1.0 FT)
 JD1081'SOUTHEAST OF A METAL WITNESS POST, 0.3 M (1.0 FT) NORTH OF A
 JD1081'FIBERGLASS WITNESS POST, AND 3.2 M (10.5 FT) NORTH-NORTHWEST OF A 0.5
 JD1081'M (1.6 FT) HIGH STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0967 ***********************************************************************
 JD0967  DESIGNATION -  A 259
 JD0967  PID         -  JD0967
 JD0967  STATE/COUNTY-  MO/PETTIS
 JD0967  USGS QUAD   -  PYRMONT (1961)
 JD0967
 JD0967                         *CURRENT SURVEY CONTROL
 JD0967  ___________________________________________________________________
 JD0967* NAD 83(1986)-  38 33 48.     (N)    093 05 11.     (W)     SCALED    
 JD0967* NAVD 88     -       253.942  (meters)     833.14   (feet)  ADJUSTED  
 JD0967  ___________________________________________________________________
 JD0967  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0967  DYNAMIC HT  -         253.764 (meters)     832.56  (feet)  COMP
 JD0967  MODELED GRAV-     979,918.2   (mgal)                       NAVD 88
 JD0967
 JD0967  VERT ORDER  -  SECOND    CLASS 0
 JD0967
 JD0967.The horizontal coordinates were scaled from a topographic map and have
 JD0967.an estimated accuracy of +/- 6 seconds.
 JD0967
 JD0967.The orthometric height was determined by differential leveling
 JD0967.and adjusted by the National Geodetic Survey in June 1991..
 JD0967
 JD0967.The geoid height was determined by GEOID03.
 JD0967
 JD0967.The dynamic height is computed by dividing the NAVD 88
 JD0967.geopotential number by the normal gravity value computed on the
 JD0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0967.degrees latitude (g = 980.6199 gals.).
 JD0967
 JD0967.The modeled gravity was interpolated from observed gravity values.
 JD0967
 JD0967;                    North         East    Units  Estimated Accuracy
 JD0967;SPC MO C     -   303,120.      448,900.      MT  (+/- 180 meters Scaled)
 JD0967
 JD0967                          SUPERSEDED SURVEY CONTROL
 JD0967
 JD0967  NGVD 29 (??/??/92)  253.831  (m)          832.78   (f) ADJ UNCH    2 0
 JD0967
 JD0967.Superseded values are not recommended for survey control.
 JD0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0967.See file dsdata.txt to determine how the superseded data were derived.
 JD0967
 JD0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC924683(NAD 83)
 JD0967_MARKER: DB = BENCH MARK DISK
 JD0967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0967_SP_SET: BRIDGE
 JD0967_STAMPING: A 259 1963
 JD0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0967
 JD0967  HISTORY     - Date     Condition        Report By
 JD0967  HISTORY     - 1963     MONUMENTED       CGS
 JD0967
 JD0967                          STATION DESCRIPTION
 JD0967
 JD0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0967'2.5 MI E FROM BAHNER.
 JD0967'ABOUT 0.45 MILE EAST ALONG COUNTY ROAD V FROM THE CEMETERY AT
 JD0967'BAHNER, THENCE 1.0 MILES EAST ALONG COUNTY ROAD C, THENCE 1.05
 JD0967'MILES EAST ALONG A GRAVELED ROAD, IN SECTION 23, T 44 N, R 20 W,
 JD0967'10 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT BELOW
 JD0967'THE LEVEL OF THE ROAD, AND SET IN THE CENTER OF THE NORTHWEST
 JD0967'WINGWALL OF A CONCRETE BRIDGE OVER A SMALL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1482 ***********************************************************************
 JD1482  DESIGNATION -  A 260
 JD1482  PID         -  JD1482
 JD1482  STATE/COUNTY-  MO/HENRY
 JD1482  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1482
 JD1482                         *CURRENT SURVEY CONTROL
 JD1482  ___________________________________________________________________
 JD1482* NAD 83(1986)-  38 21 22.     (N)    093 45 16.     (W)     SCALED    
 JD1482* NAVD 88     -       224.285  (meters)     735.84   (feet)  ADJUSTED  
 JD1482  ___________________________________________________________________
 JD1482  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JD1482  DYNAMIC HT  -         224.129 (meters)     735.33  (feet)  COMP
 JD1482  MODELED GRAV-     979,928.5   (mgal)                       NAVD 88
 JD1482
 JD1482  VERT ORDER  -  SECOND    CLASS 0
 JD1482
 JD1482.The horizontal coordinates were scaled from a topographic map and have
 JD1482.an estimated accuracy of +/- 6 seconds.
 JD1482
 JD1482.The orthometric height was determined by differential leveling
 JD1482.and adjusted by the National Geodetic Survey in June 1991..
 JD1482
 JD1482.The geoid height was determined by GEOID03.
 JD1482
 JD1482.The dynamic height is computed by dividing the NAVD 88
 JD1482.geopotential number by the normal gravity value computed on the
 JD1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1482.degrees latitude (g = 980.6199 gals.).
 JD1482
 JD1482.The modeled gravity was interpolated from observed gravity values.
 JD1482
 JD1482;                    North         East    Units  Estimated Accuracy
 JD1482;SPC MO W     -   243,240.      915,160.      MT  (+/- 180 meters Scaled)
 JD1482
 JD1482                          SUPERSEDED SURVEY CONTROL
 JD1482
 JD1482  NGVD 29 (??/??/92)  224.172  (m)          735.47   (f) ADJ UNCH    2 0
 JD1482
 JD1482.Superseded values are not recommended for survey control.
 JD1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1482.See file dsdata.txt to determine how the superseded data were derived.
 JD1482
 JD1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC340455(NAD 83)
 JD1482_MARKER: DB = BENCH MARK DISK
 JD1482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1482_SP_SET: 12 FEET
 JD1482_STAMPING: A 260 1962
 JD1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1482
 JD1482  HISTORY     - Date     Condition        Report By
 JD1482  HISTORY     - 1962     MONUMENTED       CGS
 JD1482
 JD1482                          STATION DESCRIPTION
 JD1482
 JD1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1482'2 MI SE FROM CLINTON.
 JD1482'ABOUT 0.1 MILE SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1482'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1482'CLINTON, THENCE 0.85 MILE EAST ALONG EAST FRANKLIN STREET, THENCE
 JD1482'1.05 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 JD1482'IN SECTION 12, T 41 N, R 26 W, 4 1/2 POLES NORTH OF MILEPOST
 JD1482'88, 45 FEET EAST OF THE EAST RAIL, 2 1/2 FEET WEST OF A
 JD1482'FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD1482'RAIL, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROAD WHICH
 JD1482'IS DRIVEN TO A DEPTH OF 12 FEET AND ENCASED IN A 6-INCH
 JD1482'TILE PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0053 ***********************************************************************
 HE0053  DESIGNATION -  A 261
 HE0053  PID         -  HE0053
 HE0053  STATE/COUNTY-  MO/VERNON
 HE0053  USGS QUAD   -  HARWOOD (1991)
 HE0053
 HE0053                         *CURRENT SURVEY CONTROL
 HE0053  ___________________________________________________________________
 HE0053* NAD 83(1986)-  37 58 06.     (N)    094 08 37.     (W)     SCALED    
 HE0053* NAVD 88     -       251.630  (meters)     825.56   (feet)  ADJUSTED  
 HE0053  ___________________________________________________________________
 HE0053  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HE0053  DYNAMIC HT  -         251.445 (meters)     824.95  (feet)  COMP
 HE0053  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 HE0053
 HE0053  VERT ORDER  -  SECOND    CLASS 0
 HE0053
 HE0053.The horizontal coordinates were scaled from a topographic map and have
 HE0053.an estimated accuracy of +/- 6 seconds.
 HE0053
 HE0053.The orthometric height was determined by differential leveling
 HE0053.and adjusted by the National Geodetic Survey in June 1991..
 HE0053
 HE0053.The geoid height was determined by GEOID03.
 HE0053
 HE0053.The dynamic height is computed by dividing the NAVD 88
 HE0053.geopotential number by the normal gravity value computed on the
 HE0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0053.degrees latitude (g = 980.6199 gals.).
 HE0053
 HE0053.The modeled gravity was interpolated from observed gravity values.
 HE0053
 HE0053;                    North         East    Units  Estimated Accuracy
 HE0053;SPC MO W     -   200,000.      881,310.      MT  (+/- 180 meters Scaled)
 HE0053
 HE0053                          SUPERSEDED SURVEY CONTROL
 HE0053
 HE0053  NGVD 29 (??/??/92)  251.526  (m)          825.21   (f) ADJ UNCH    2 0
 HE0053
 HE0053.Superseded values are not recommended for survey control.
 HE0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0053.See file dsdata.txt to determine how the superseded data were derived.
 HE0053
 HE0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC995029(NAD 83)
 HE0053_MARKER: DB = BENCH MARK DISK
 HE0053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HE0053_SP_SET: 8 FEET
 HE0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0053
 HE0053  HISTORY     - Date     Condition        Report By
 HE0053  HISTORY     - UNK      MONUMENTED       CGS
 HE0053  HISTORY     - 1962     GOOD             NGS
 HE0053
 HE0053                          STATION DESCRIPTION
 HE0053
 HE0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HE0053'1 MI NE FROM HARWOOD.
 HE0053'ABOUT 1.0 MILE NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 HE0053'RAILROAD FROM THE STATION AT HARWOOD, IN SECTION 20, T 37 N,
 HE0053'R 29 W, AT THE CROSSING OF THE RAILROAD AND STATE ROAD Y, 94
 HE0053'FEET NORTHEAST OF THE CENTER OF THE CROSSING, 39 FEET NORTH
 HE0053'OF THE CENTER LINE OF THE ROAD, 54 FEET SOUTHEAST OF THE SOUTHEAST
 HE0053'RAIL, 16 FEET NORTHWEST OF A POWER POLE, 1 FOOT SOUTH OF A
 HE0053'FENCE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 HE0053'WITH THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 HE0053'ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A
 HE0053'6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0100 ***********************************************************************
 HE0100  DESIGNATION -  A 262
 HE0100  PID         -  HE0100
 HE0100  STATE/COUNTY-  MO/CEDAR
 HE0100  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0100
 HE0100                         *CURRENT SURVEY CONTROL
 HE0100  ___________________________________________________________________
 HE0100* NAD 83(1986)-  37 51 21.     (N)    094 00 46.     (W)     SCALED    
 HE0100* NAVD 88     -       288.795  (meters)     947.49   (feet)  ADJUSTED  
 HE0100  ___________________________________________________________________
 HE0100  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HE0100  DYNAMIC HT  -         288.580 (meters)     946.78  (feet)  COMP
 HE0100  MODELED GRAV-     979,879.0   (mgal)                       NAVD 88
 HE0100
 HE0100  VERT ORDER  -  SECOND    CLASS 0
 HE0100
 HE0100.The horizontal coordinates were scaled from a topographic map and have
 HE0100.an estimated accuracy of +/- 6 seconds.
 HE0100
 HE0100.The orthometric height was determined by differential leveling
 HE0100.and adjusted by the National Geodetic Survey in June 1991..
 HE0100
 HE0100.The geoid height was determined by GEOID03.
 HE0100
 HE0100.The dynamic height is computed by dividing the NAVD 88
 HE0100.geopotential number by the normal gravity value computed on the
 HE0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0100.degrees latitude (g = 980.6199 gals.).
 HE0100
 HE0100.The modeled gravity was interpolated from observed gravity values.
 HE0100
 HE0100;                    North         East    Units  Estimated Accuracy
 HE0100;SPC MO W     -   187,560.      892,880.      MT  (+/- 180 meters Scaled)
 HE0100
 HE0100                          SUPERSEDED SURVEY CONTROL
 HE0100
 HE0100  NGVD 29 (??/??/92)  288.697  (m)          947.17   (f) ADJ UNCH    2 0
 HE0100
 HE0100.Superseded values are not recommended for survey control.
 HE0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0100.See file dsdata.txt to determine how the superseded data were derived.
 HE0100
 HE0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB109903(NAD 83)
 HE0100_MARKER: DB = BENCH MARK DISK
 HE0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0100_STAMPING: A 262 1962
 HE0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0100+STABILITY: SURFACE MOTION
 HE0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0100+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1996
 HE0100
 HE0100  HISTORY     - Date     Condition        Report By
 HE0100  HISTORY     - 1962     MONUMENTED       CGS
 HE0100  HISTORY     - 1963     GOOD             NGS
 HE0100  HISTORY     - 19960304 GOOD             MOHC
 HE0100
 HE0100                          STATION DESCRIPTION
 HE0100
 HE0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0100'1.3 MI SE FROM ELDORADO SPRINGS.
 HE0100'ABOUT 0.1 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0100'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH
 HE0100'ALONG STATE HIGHWAY 82, THENCE 0.6 MILE EAST ALONG U.S. HIGHWAY
 HE0100'54, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 32, IN SECTION
 HE0100'28, T 36 N, R 28 W, 49 FEET WEST OF THE CENTER LINE OF THE
 HE0100'HIGHWAY, 31 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 HE0100'3 FEET SOUTHEAST OF A POWER POLE, 1.4 FEET NORTH OF A METAL
 HE0100'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 HE0100'OF A CONCRETE POST PROJECTING 5 INCHES.
 HE0100
 HE0100                          STATION RECOVERY (1996)
 HE0100
 HE0100'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1996 (DW)
 HE0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0704 ***********************************************************************
 JE0704  DESIGNATION -  A 263
 JE0704  PID         -  JE0704
 JE0704  STATE/COUNTY-  MO/ST CLAIR
 JE0704  USGS QUAD   -  APPLETON CITY (1981)
 JE0704
 JE0704                         *CURRENT SURVEY CONTROL
 JE0704  ___________________________________________________________________
 JE0704* NAD 83(1986)-  38 11 23.     (N)    094 00 40.     (W)     SCALED    
 JE0704* NAVD 88     -       249.430  (meters)     818.34   (feet)  ADJUSTED  
 JE0704  ___________________________________________________________________
 JE0704  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JE0704  DYNAMIC HT  -         249.250 (meters)     817.75  (feet)  COMP
 JE0704  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 JE0704
 JE0704  VERT ORDER  -  SECOND    CLASS 0
 JE0704
 JE0704.The horizontal coordinates were scaled from a topographic map and have
 JE0704.an estimated accuracy of +/- 6 seconds.
 JE0704
 JE0704.The orthometric height was determined by differential leveling
 JE0704.and adjusted by the National Geodetic Survey in June 1991..
 JE0704
 JE0704.The geoid height was determined by GEOID03.
 JE0704
 JE0704.The dynamic height is computed by dividing the NAVD 88
 JE0704.geopotential number by the normal gravity value computed on the
 JE0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0704.degrees latitude (g = 980.6199 gals.).
 JE0704
 JE0704.The modeled gravity was interpolated from observed gravity values.
 JE0704
 JE0704;                    North         East    Units  Estimated Accuracy
 JE0704;SPC MO W     -   224,620.      892,830.      MT  (+/- 180 meters Scaled)
 JE0704
 JE0704                          SUPERSEDED SURVEY CONTROL
 JE0704
 JE0704  NGVD 29 (??/??/92)  249.331  (m)          818.01   (f) ADJ UNCH    2 0
 JE0704
 JE0704.Superseded values are not recommended for survey control.
 JE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0704.See file dsdata.txt to determine how the superseded data were derived.
 JE0704
 JE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC114273(NAD 83)
 JE0704_MARKER: DB = BENCH MARK DISK
 JE0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0704_SP_SET: BRIDGE ABUTMENT
 JE0704_STAMPING: A 263 1963
 JE0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0704
 JE0704  HISTORY     - Date     Condition        Report By
 JE0704  HISTORY     - 1963     MONUMENTED       CGS
 JE0704
 JE0704                          STATION DESCRIPTION
 JE0704
 JE0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0704'1 MI E FROM APPELTON CITY.
 JE0704'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 52 FROM THE
 JE0704'MISSOURI - KANSAS - TEXAS RAILWAY STATION AT APPELTON CITY,
 JE0704'12 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 1/2
 JE0704'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE
 JE0704'SOUTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE OVER MONEGAW
 JE0704'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0618 ***********************************************************************
 JE0618  DESIGNATION -  A 264
 JE0618  PID         -  JE0618
 JE0618  STATE/COUNTY-  MO/BATES
 JE0618  USGS QUAD   -  PAPINVILLE (1991)
 JE0618
 JE0618                         *CURRENT SURVEY CONTROL
 JE0618  ___________________________________________________________________
 JE0618* NAD 83(1986)-  38 07 14.     (N)    094 10 30.     (W)     SCALED    
 JE0618* NAVD 88     -       240.132  (meters)     787.83   (feet)  ADJUSTED  
 JE0618  ___________________________________________________________________
 JE0618  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE0618  DYNAMIC HT  -         239.955 (meters)     787.25  (feet)  COMP
 JE0618  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 JE0618
 JE0618  VERT ORDER  -  SECOND    CLASS 0
 JE0618
 JE0618.The horizontal coordinates were scaled from a topographic map and have
 JE0618.an estimated accuracy of +/- 6 seconds.
 JE0618
 JE0618.The orthometric height was determined by differential leveling
 JE0618.and adjusted by the National Geodetic Survey in June 1991..
 JE0618
 JE0618.The geoid height was determined by GEOID03.
 JE0618
 JE0618.The dynamic height is computed by dividing the NAVD 88
 JE0618.geopotential number by the normal gravity value computed on the
 JE0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0618.degrees latitude (g = 980.6199 gals.).
 JE0618
 JE0618.The modeled gravity was interpolated from observed gravity values.
 JE0618
 JE0618;                    North         East    Units  Estimated Accuracy
 JE0618;SPC MO W     -   216,880.      878,500.      MT  (+/- 180 meters Scaled)
 JE0618
 JE0618                          SUPERSEDED SURVEY CONTROL
 JE0618
 JE0618  NGVD 29 (??/??/92)  240.018  (m)          787.46   (f) ADJ UNCH    2 0
 JE0618
 JE0618.Superseded values are not recommended for survey control.
 JE0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0618.See file dsdata.txt to determine how the superseded data were derived.
 JE0618
 JE0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC970198(NAD 83)
 JE0618_MARKER: DB = BENCH MARK DISK
 JE0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0618_SP_SET: CULVERT
 JE0618_STAMPING: A 264 1963
 JE0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0618
 JE0618  HISTORY     - Date     Condition        Report By
 JE0618  HISTORY     - 1963     MONUMENTED       CGS
 JE0618
 JE0618                          STATION DESCRIPTION
 JE0618
 JE0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0618'3 MI N FROM PRAIRIE CITY.
 JE0618'ABOUT 0.15 MILE WEST ALONG A GRAVELED STREET FROM THE EVANGELICAL
 JE0618'CHURCH AT PRAIRIE CITY, THENCE 2.8 MILES NORTH ALONG STATE
 JE0618'ROAD O, OR ABOUT 3.8 MILES SOUTH ALONG STATE ROAD O FROM THE
 JE0618'CHRISTIAN CHURCH AT PLEASANT GAP, 0.1 MILE SOUTH OF THE JUNCTION
 JE0618'OF AN EAST-WEST ROAD, IN SECTION 36, T 39 N, R 30 W, 12 FEET
 JE0618'EAST OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT ABOVE
 JE0618'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF THE NORTH END OF
 JE0618'THE EAST HEADWALL OF A LARGE BOX TYPE CULVERT OVER SHAW BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0679 ***********************************************************************
 JE0679  DESIGNATION -  A 265
 JE0679  PID         -  JE0679
 JE0679  STATE/COUNTY-  MO/BATES
 JE0679  USGS QUAD   -  RICH HILL (1991)
 JE0679
 JE0679                         *CURRENT SURVEY CONTROL
 JE0679  ___________________________________________________________________
 JE0679* NAD 83(1986)-  38 07 08.     (N)    094 15 12.     (W)     SCALED    
 JE0679* NAVD 88     -       244.714  (meters)     802.87   (feet)  ADJUSTED  
 JE0679  ___________________________________________________________________
 JE0679  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JE0679  DYNAMIC HT  -         244.534 (meters)     802.28  (feet)  COMP
 JE0679  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 JE0679
 JE0679  VERT ORDER  -  SECOND    CLASS 0
 JE0679
 JE0679.The horizontal coordinates were scaled from a topographic map and have
 JE0679.an estimated accuracy of +/- 6 seconds.
 JE0679
 JE0679.The orthometric height was determined by differential leveling
 JE0679.and adjusted by the National Geodetic Survey in June 1991..
 JE0679
 JE0679.The geoid height was determined by GEOID03.
 JE0679
 JE0679.The dynamic height is computed by dividing the NAVD 88
 JE0679.geopotential number by the normal gravity value computed on the
 JE0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0679.degrees latitude (g = 980.6199 gals.).
 JE0679
 JE0679.The modeled gravity was interpolated from observed gravity values.
 JE0679
 JE0679;                    North         East    Units  Estimated Accuracy
 JE0679;SPC MO W     -   216,670.      871,630.      MT  (+/- 180 meters Scaled)
 JE0679
 JE0679                          SUPERSEDED SURVEY CONTROL
 JE0679
 JE0679  NGVD 29 (??/??/92)  244.600  (m)          802.49   (f) ADJ UNCH    2 0
 JE0679
 JE0679.Superseded values are not recommended for survey control.
 JE0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0679.See file dsdata.txt to determine how the superseded data were derived.
 JE0679
 JE0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC901197(NAD 83)
 JE0679_MARKER: DB = BENCH MARK DISK
 JE0679_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0679+WITH SETTING: INTO GROUND
 JE0679_STAMPING: A 265 1963
 JE0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0679+STABILITY: SURFACE MOTION
 JE0679
 JE0679  HISTORY     - Date     Condition        Report By
 JE0679  HISTORY     - 1963     MONUMENTED       CGS
 JE0679
 JE0679                          STATION DESCRIPTION
 JE0679
 JE0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0679'8 MI NE FROM RICH HILL.
 JE0679'ABOUT 0.5 MILE EAST ALONG PARK AVENUE FROM THE MISSOURI PACIFIC
 JE0679'RAILROAD STATION AT RICH HILL, THENCE 0.1 MILE NORTH ALONG U.S.
 JE0679'HIGHWAY 71, THENCE 6.05 MILES EAST ALONG STATE ROAD B, THENCE
 JE0679'1.95 MILES NORTH ALONG STATE ROAD N, ABOUT 0.2 MILE SOUTH OF THE
 JE0679'INTERSECTION OF A ROAD, 35 FEET EAST OF THE CENTER LINE OF
 JE0679'STATE ROAD N, 49 FEET NORTH OF A FENCE, 1 FOOT WEST OF A FENCE,
 JE0679'1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JE0679'ROAD, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0049 ***********************************************************************
 JE0049  DESIGNATION -  A 266
 JE0049  PID         -  JE0049
 JE0049  STATE/COUNTY-  MO/CASS
 JE0049  USGS QUAD   -  PLEASANT HILL (1990)
 JE0049
 JE0049                         *CURRENT SURVEY CONTROL
 JE0049  ___________________________________________________________________
 JE0049* NAD 83(1986)-  38 46 38.     (N)    094 16 39.     (W)     SCALED    
 JE0049* NAVD 88     -       259.276  (meters)     850.64   (feet)  ADJUSTED  
 JE0049  ___________________________________________________________________
 JE0049  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JE0049  DYNAMIC HT  -         259.102 (meters)     850.07  (feet)  COMP
 JE0049  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 JE0049
 JE0049  VERT ORDER  -  FIRST     CLASS II
 JE0049
 JE0049.The horizontal coordinates were scaled from a topographic map and have
 JE0049.an estimated accuracy of +/- 6 seconds.
 JE0049
 JE0049.The orthometric height was determined by differential leveling
 JE0049.and adjusted by the National Geodetic Survey in June 1991..
 JE0049
 JE0049.The geoid height was determined by GEOID03.
 JE0049
 JE0049.The dynamic height is computed by dividing the NAVD 88
 JE0049.geopotential number by the normal gravity value computed on the
 JE0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0049.degrees latitude (g = 980.6199 gals.).
 JE0049
 JE0049.The modeled gravity was interpolated from observed gravity values.
 JE0049
 JE0049;                    North         East    Units  Estimated Accuracy
 JE0049;SPC MO W     -   289,740.      869,330.      MT  (+/- 180 meters Scaled)
 JE0049
 JE0049                          SUPERSEDED SURVEY CONTROL
 JE0049
 JE0049  NGVD 29 (??/??/92)  259.170  (m)          850.29   (f) ADJ UNCH    1 2
 JE0049
 JE0049.Superseded values are not recommended for survey control.
 JE0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0049.See file dsdata.txt to determine how the superseded data were derived.
 JE0049
 JE0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC890928(NAD 83)
 JE0049_MARKER: DB = BENCH MARK DISK
 JE0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0049_SP_SET: BRIDGE
 JE0049_STAMPING: A 266 1063
 JE0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0049
 JE0049  HISTORY     - Date     Condition        Report By
 JE0049  HISTORY     - UNK      MONUMENTED       CGS
 JE0049  HISTORY     - 1963     GOOD             NGS
 JE0049
 JE0049                          STATION DESCRIPTION
 JE0049
 JE0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0049'0.8 MI SW FROM PLEASANT HILL.
 JE0049'ABOUT 0.8 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0049'FROM THE STATION AT PLEASANT HILL, IN SECTION 19, T 46 N, R 30 W,
 JE0049'2 POLES SOUTHWEST OF MILEPOST 249-10, AND SET IN THE TOP OF THE
 JE0049'NORTHWEST END OF THE NORTHEAST CONCRETE BRIDGE SEAT OF A STEEL
 JE0049'GURDER BRIDGE 2493 OVER BIG CREEK, 10 FEET NORTHWEST OF THE
 JE0049'NORTHWEST RAIL, ABOUT 5 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0391 ***********************************************************************
 JE0391  DESIGNATION -  A 267
 JE0391  PID         -  JE0391
 JE0391  STATE/COUNTY-  MO/BATES
 JE0391  USGS QUAD   -  NEW HOME (1991)
 JE0391
 JE0391                         *CURRENT SURVEY CONTROL
 JE0391  ___________________________________________________________________
 JE0391* NAD 83(1986)-  38 12 20.     (N)    094 28 25.     (W)     SCALED    
 JE0391* NAVD 88     -       232.706  (meters)     763.47   (feet)  ADJUSTED  
 JE0391  ___________________________________________________________________
 JE0391  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JE0391  DYNAMIC HT  -         232.539 (meters)     762.92  (feet)  COMP
 JE0391  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 JE0391
 JE0391  VERT ORDER  -  SECOND    CLASS 0
 JE0391
 JE0391.The horizontal coordinates were scaled from a topographic map and have
 JE0391.an estimated accuracy of +/- 6 seconds.
 JE0391
 JE0391.The orthometric height was determined by differential leveling
 JE0391.and adjusted by the National Geodetic Survey in June 1991..
 JE0391
 JE0391.The geoid height was determined by GEOID03.
 JE0391
 JE0391.The dynamic height is computed by dividing the NAVD 88
 JE0391.geopotential number by the normal gravity value computed on the
 JE0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0391.degrees latitude (g = 980.6199 gals.).
 JE0391
 JE0391.The modeled gravity was interpolated from observed gravity values.
 JE0391
 JE0391;                    North         East    Units  Estimated Accuracy
 JE0391;SPC MO W     -   226,270.      852,310.      MT  (+/- 180 meters Scaled)
 JE0391
 JE0391                          SUPERSEDED SURVEY CONTROL
 JE0391
 JE0391  NGVD 29 (??/??/92)  232.579  (m)          763.05   (f) ADJ UNCH    2 0
 JE0391
 JE0391.Superseded values are not recommended for survey control.
 JE0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0391.See file dsdata.txt to determine how the superseded data were derived.
 JE0391
 JE0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC709296(NAD 83)
 JE0391_MARKER: DB = BENCH MARK DISK
 JE0391_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0391+WITH SETTING: INTO GROUND
 JE0391_STAMPING: A 267 1963
 JE0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0391+STABILITY: SURFACE MOTION
 JE0391
 JE0391  HISTORY     - Date     Condition        Report By
 JE0391  HISTORY     - 1963     MONUMENTED       CGS
 JE0391  HISTORY     - 19871215 MARK NOT FOUND   USPSQD
 JE0391
 JE0391                          STATION DESCRIPTION
 JE0391
 JE0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0391'4.8 MI NE FROM FOSTER.
 JE0391'ABOUT 0.1 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE
 JE0391'AT FOSTER, THENCE 0.35 MILE NORTH ALONG STATE ROAD U, THENCE
 JE0391'2.95 MILES NORTHEAST ALONG A WINDING DIRT ROAD, THENCE 1.4 MILES
 JE0391'NORTHEAST ALONG A GRAVELED ROAD, 46 FEET NORTH OF THE CENTER
 JE0391'LINE OF THE ROAD, 23 FEET NORTH OF A FENCE CORNER, 1.0 FOOT
 JE0391'EAST OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT
 JE0391'LEVEL WITH THE ROAD, AND ON THE TOP OF A 3-INCH IRON PIPE
 JE0391'PROJECTING 6 INCHES.
 JE0391
 JE0391                          STATION RECOVERY (1987)
 JE0391
 JE0391'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 JE0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE2103 ***********************************************************************
 JE2103  DESIGNATION -  A 268 RESET
 JE2103  PID         -  JE2103
 JE2103  STATE/COUNTY-  MO/CASS
 JE2103  USGS QUAD   -  AUSTIN (1981)
 JE2103
 JE2103                         *CURRENT SURVEY CONTROL
 JE2103  ___________________________________________________________________
 JE2103* NAD 83(1986)-  38 36 24.     (N)    094 17 20.     (W)     SCALED    
 JE2103* NAVD 88     -       271.61   (meters)     891.1    (feet)  RESET     
 JE2103  ___________________________________________________________________
 JE2103  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JE2103
 JE2103  VERT ORDER  -  THIRD
 JE2103
 JE2103.The horizontal coordinates were scaled from a topographic map and have
 JE2103.an estimated accuracy of +/- 6 seconds.
 JE2103
 JE2103.The orthometric height was computed from unverified reset data.
 JE2103.No vertical observational check was made to the station.
 JE2103
 JE2103.The geoid height was determined by GEOID03.
 JE2103
 JE2103;                    North         East    Units  Estimated Accuracy
 JE2103;SPC MO W     -   270,810.      868,390.      MT  (+/- 180 meters Scaled)
 JE2103
 JE2103                          SUPERSEDED SURVEY CONTROL
 JE2103
 JE2103  NGVD 29 (02/22/06)  271.48   (m)          890.7    (f) RESET       3  
 JE2103
 JE2103.Superseded values are not recommended for survey control.
 JE2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2103.See file dsdata.txt to determine how the superseded data were derived.
 JE2103
 JE2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC877739(NAD 83)
 JE2103_MARKER: DV = VERTICAL CONTROL DISK
 JE2103_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JE2103_SP_SET: CULVERT HEADWALL
 JE2103_STAMPING: A 268 RESET 1990
 JE2103_MARK LOGO: NGS   
 JE2103_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2103+STABILITY: SURFACE MOTION
 JE2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE2103+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE2103
 JE2103  HISTORY     - Date     Condition        Report By
 JE2103  HISTORY     - 1990     MONUMENTED       MODNR
 JE2103  HISTORY     - 20051112 GOOD             INDIV
 JE2103
 JE2103                          STATION DESCRIPTION
 JE2103
 JE2103'DESCRIBED BY MO DEPT OF NAT RES 1990
 JE2103'3.35 MILES SOUTH EAST ALONG MISSOURI HIGHWAY 7 FROM THE INTERSECTION
 JE2103'OF U.S. HIGHWAY 71 AND MISSOURI STATE HIGHWAY 7, IN THE CENTER OF
 JE2103'THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT.
 JE2103
 JE2103                          STATION RECOVERY (2005)
 JE2103
 JE2103'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE2103'HIGHWAY 7 IS A 4-LANE HIGHWAY.  THE MARKER IS LOCATED ON THE HEADWALL
 JE2103'OF A BOX CULVERT ON THE SOUTH SIDE OF THE EAST-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0980 ***********************************************************************
 JD0980  DESIGNATION -  A 269
 JD0980  PID         -  JD0980
 JD0980  STATE/COUNTY-  MO/MORGAN
 JD0980  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0980
 JD0980                         *CURRENT SURVEY CONTROL
 JD0980  ___________________________________________________________________
 JD0980* NAD 83(1986)-  38 38 05.     (N)    093 03 45.     (W)     SCALED    
 JD0980* NAVD 88     -       240.804  (meters)     790.04   (feet)  ADJUSTED  
 JD0980  ___________________________________________________________________
 JD0980  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0980  DYNAMIC HT  -         240.638 (meters)     789.49  (feet)  COMP
 JD0980  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 JD0980
 JD0980  VERT ORDER  -  SECOND    CLASS 0
 JD0980
 JD0980.The horizontal coordinates were scaled from a topographic map and have
 JD0980.an estimated accuracy of +/- 6 seconds.
 JD0980
 JD0980.The orthometric height was determined by differential leveling
 JD0980.and adjusted by the National Geodetic Survey in June 1991..
 JD0980
 JD0980.The geoid height was determined by GEOID03.
 JD0980
 JD0980.The dynamic height is computed by dividing the NAVD 88
 JD0980.geopotential number by the normal gravity value computed on the
 JD0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0980.degrees latitude (g = 980.6199 gals.).
 JD0980
 JD0980.The modeled gravity was interpolated from observed gravity values.
 JD0980
 JD0980;                    North         East    Units  Estimated Accuracy
 JD0980;SPC MO C     -   311,030.      451,030.      MT  (+/- 180 meters Scaled)
 JD0980
 JD0980                          SUPERSEDED SURVEY CONTROL
 JD0980
 JD0980  NGVD 29 (??/??/92)  240.704  (m)          789.71   (f) ADJ UNCH    2 0
 JD0980
 JD0980.Superseded values are not recommended for survey control.
 JD0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0980.See file dsdata.txt to determine how the superseded data were derived.
 JD0980
 JD0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC945762(NAD 83)
 JD0980_MARKER: DB = BENCH MARK DISK
 JD0980_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0980_SP_SET: 7 FEET
 JD0980_STAMPING: A 269 1963
 JD0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD0980+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2000
 JD0980
 JD0980  HISTORY     - Date     Condition        Report By
 JD0980  HISTORY     - 1963     MONUMENTED       CGS
 JD0980  HISTORY     - 20000517 GOOD             LOCENG
 JD0980
 JD0980                          STATION DESCRIPTION
 JD0980
 JD0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0980'5 MI SE FROM SMITHTON.
 JD0980'ABOUT 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0980'THE STATION AT SMITHTON, THENCE 3.55 MILES SOUTH ALONG STATE
 JD0980'ROAD W, THENCE 1.2 MILES SOUTHEAST ALONG STATE ROAD DD, IN T 45 N,
 JD0980'R 19 W, 44 FEET EAST OF THE CENTER LINE OF THE ROAD, 18 FEET
 JD0980'NORTH OF THE CENTER OF THE JUNCTION, 35 FEET SOUTH OF A TELEPHONE
 JD0980'POLE, 8 FEET WEST OF THE CENTER OF A WOODEN GATE, 23 FEET WEST
 JD0980'OF A 24-INCH OAK TREE, 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 JD0980'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 JD0980'TO A DEPTH OF 7 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS
 JD0980'3 INCHES.
 JD0980
 JD0980                          STATION RECOVERY (2000)
 JD0980
 JD0980'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 JD0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0990 ***********************************************************************
 GD0990  DESIGNATION -  A 27
 GD0990  PID         -  GD0990
 GD0990  STATE/COUNTY-  MO/NEW MADRID
 GD0990  USGS QUAD   -  NEW MADRID (1971)
 GD0990
 GD0990                         *CURRENT SURVEY CONTROL
 GD0990  ___________________________________________________________________
 GD0990* NAD 83(1986)-  36 35 22.     (N)    089 33 14.     (W)     SCALED    
 GD0990* NAVD 88     -        92.221  (meters)     302.56   (feet)  ADJUSTED  
 GD0990  ___________________________________________________________________
 GD0990  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GD0990  DYNAMIC HT  -          92.148 (meters)     302.32  (feet)  COMP
 GD0990  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GD0990
 GD0990  VERT ORDER  -  FIRST     CLASS I
 GD0990
 GD0990.The horizontal coordinates were scaled from a topographic map and have
 GD0990.an estimated accuracy of +/- 6 seconds.
 GD0990
 GD0990.The orthometric height was determined by differential leveling
 GD0990.and adjusted by the National Geodetic Survey in June 1991..
 GD0990
 GD0990.The geoid height was determined by GEOID03.
 GD0990
 GD0990.The dynamic height is computed by dividing the NAVD 88
 GD0990.geopotential number by the normal gravity value computed on the
 GD0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0990.degrees latitude (g = 980.6199 gals.).
 GD0990
 GD0990.The modeled gravity was interpolated from observed gravity values.
 GD0990
 GD0990;                    North         East    Units  Estimated Accuracy
 GD0990;SPC MO E     -    84,310.      334,660.      MT  (+/- 180 meters Scaled)
 GD0990
 GD0990                          SUPERSEDED SURVEY CONTROL
 GD0990
 GD0990  NGVD 29 (??/??/??)   92.102  (m)          302.17   (f) ADJUSTED    1 1
 GD0990
 GD0990.Superseded values are not recommended for survey control.
 GD0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0990.See file dsdata.txt to determine how the superseded data were derived.
 GD0990
 GD0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF715523(NAD 83)
 GD0990_MARKER: DB = BENCH MARK DISK
 GD0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0990_SP_SET: CONCRETE POST
 GD0990_STAMPING: A 27 1933
 GD0990_MARK LOGO: CGS   
 GD0990_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0990+STABILITY: SURFACE MOTION
 GD0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0990+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 GD0990
 GD0990  HISTORY     - Date     Condition        Report By
 GD0990  HISTORY     - 1933     MONUMENTED       CGS
 GD0990  HISTORY     - 1976     GOOD             NGS
 GD0990  HISTORY     - 20020603 GOOD             USACE
 GD0990  HISTORY     - 20030803 GOOD             USACE
 GD0990
 GD0990                          STATION DESCRIPTION
 GD0990
 GD0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD0990'0.6 MI WEST FROM NEW MADRID.
 GD0990'0.6 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM ITS
 GD0990'JUNCTION WITH HIGHWAY 61 AND 62, SET AT THE EDGE OF A DIRT ROAD
 GD0990'LEADING TO A RADIO TOWER, 23.5 FEET SOUTH OF THE SOUTH RAIL OF
 GD0990'RAILROAD, 19 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 34.5
 GD0990'FEET SOUTHEAST OF THE CENTER OF CROSSING, 17.6 FEET NORTH OF THE
 GD0990'NORTHWEST CORNER OF FENCE AROUND SAND HILL CEMETERY, AND 7 FEET
 GD0990'NORTH OF THE APPROXIMATE CENTER OF DIRT ROAD.
 GD0990
 GD0990                          STATION RECOVERY (2002)
 GD0990
 GD0990'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0990'THE STATION IS LOCATED 0.6 WEST OF NEW MADRID.  TO REACH THE STATION
 GD0990'FROM THE INTERSECTION OF HIGHWAY 61 AND BLOOMFIELD STREET, GO WEST
 GD0990'ALONG BLOOMFIELD STREET FOR 0.6 MI (1.0 KM) TO A INTERSECTION. TURN
 GD0990'LEFT, GO APPROXIMATELY 100 FT (30.5 M) TO MARK ON LEFT.  THE STATION
 GD0990'IS 24 FT (7.3 M) SOUTH OF SOUTH RAIL OF ABANDONED RR, 42 FT (12.8 M)
 GD0990'SOUTH OF EAST END OF CULVERT UNDER N-S ROAD, 4 FT (1.2 M) SOUTH OF RR
 GD0990'AND CARSONITE WITNESS POST, 16 FT (4.9 M) EAST OF CENTERLINE OF N-S
 GD0990'ROAD, 16 FT (4.9 M) NORTH OF CENTERLINE OF ENTRANCE ROAD TO SAND HILL
 GD0990'CEMETERY.
 GD0990
 GD0990                          STATION RECOVERY (2003)
 GD0990
 GD0990'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 GD0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1045 ***********************************************************************
 JD1045  DESIGNATION -  A 270
 JD1045  PID         -  JD1045
 JD1045  STATE/COUNTY-  MO/PETTIS
 JD1045  USGS QUAD   -  SEDALIA EAST (1973)
 JD1045
 JD1045                         *CURRENT SURVEY CONTROL
 JD1045  ___________________________________________________________________
 JD1045* NAD 83(1986)-  38 38 14.     (N)    093 10 34.     (W)     SCALED    
 JD1045* NAVD 88     -       234.280  (meters)     768.63   (feet)  ADJUSTED  
 JD1045  ___________________________________________________________________
 JD1045  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1045  DYNAMIC HT  -         234.117 (meters)     768.10  (feet)  COMP
 JD1045  MODELED GRAV-     979,929.3   (mgal)                       NAVD 88
 JD1045
 JD1045  VERT ORDER  -  SECOND    CLASS 0
 JD1045
 JD1045.The horizontal coordinates were scaled from a topographic map and have
 JD1045.an estimated accuracy of +/- 6 seconds.
 JD1045
 JD1045.The orthometric height was determined by differential leveling
 JD1045.and adjusted by the National Geodetic Survey in June 1991..
 JD1045
 JD1045.The geoid height was determined by GEOID03.
 JD1045
 JD1045.The dynamic height is computed by dividing the NAVD 88
 JD1045.geopotential number by the normal gravity value computed on the
 JD1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1045.degrees latitude (g = 980.6199 gals.).
 JD1045
 JD1045.The modeled gravity was interpolated from observed gravity values.
 JD1045
 JD1045;                    North         East    Units  Estimated Accuracy
 JD1045;SPC MO C     -   311,380.      441,140.      MT  (+/- 180 meters Scaled)
 JD1045
 JD1045                          SUPERSEDED SURVEY CONTROL
 JD1045
 JD1045  NGVD 29 (??/??/92)  234.177  (m)          768.30   (f) ADJ UNCH    2 0
 JD1045
 JD1045.Superseded values are not recommended for survey control.
 JD1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1045.See file dsdata.txt to determine how the superseded data were derived.
 JD1045
 JD1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC846765(NAD 83)
 JD1045_MARKER: DB = BENCH MARK DISK
 JD1045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1045_SP_SET: BRIDGE
 JD1045_STAMPING: A 270 1963
 JD1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1045
 JD1045  HISTORY     - Date     Condition        Report By
 JD1045  HISTORY     - 1963     MONUMENTED       CGS
 JD1045
 JD1045                          STATION DESCRIPTION
 JD1045
 JD1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1045'8.5 MI SW FROM SMITHTON.
 JD1045'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1045'THE STATION AT SMITHTON, THENCE 1.1 MILES SOUTH ALONG A GRAVELED
 JD1045'ROAD, THENCE 0.8 MILE WEST ALONG A WINDING GRAVELED ROAD, THENCE
 JD1045'0.25 MILE SOUTH ALONG A PAVED ROAD, THENCE 2.15 MILES SOUTH
 JD1045'ALONG A GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED
 JD1045'ROAD, THENCE 0.55 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.45
 JD1045'MILES NORTHWEST ALONG COUNTY ROAD C, THENCE 0.2 MILE WEST ALONG
 JD1045'A GRAVELED ROAD, THENCE 0.7 MILE EAST ALONG A GRAVELED ROAD,
 JD1045'IN SECTION 25, T 45 N, R 21 W, OR 1.1 MILES EAST ALONG COUNTY
 JD1045'ROAD V FROM THE BRIDGE OVER SPRING FORK CREEK AT SPRING FORK,
 JD1045'THENCE 1.0 MILE NORTH ALONG COUNTY ROAD U, THENCE 0.55 MILE
 JD1045'EAST ALONG A GRAVELED ROAD, THENCE 0.55 MILE NORTH ALONG A
 JD1045'GRAVELED ROAD, THENCE 1.3 MILES EAST ALONG A GRAVELED ROAD,
 JD1045'THENCE 2.9 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE
 JD1045'EAST ALONG A GRAVELED ROAD, 10 FEET NORTH OF THE CENTER LINE
 JD1045'OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JD1045'OF THE NORTHWEST WINGWALL OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1279 ***********************************************************************
 JD1279  DESIGNATION -  A 271
 JD1279  PID         -  JD1279
 JD1279  STATE/COUNTY-  MO/BENTON
 JD1279  USGS QUAD   -  LINCOLN (1961)
 JD1279
 JD1279                         *CURRENT SURVEY CONTROL
 JD1279  ___________________________________________________________________
 JD1279* NAD 83(1986)-  38 24 03.     (N)    093 18 44.     (W)     SCALED    
 JD1279* NAVD 88     -       280.684  (meters)     920.88   (feet)  ADJUSTED  
 JD1279  ___________________________________________________________________
 JD1279  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD1279  DYNAMIC HT  -         280.486 (meters)     920.23  (feet)  COMP
 JD1279  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 JD1279
 JD1279  VERT ORDER  -  SECOND    CLASS 0
 JD1279
 JD1279.The horizontal coordinates were scaled from a topographic map and have
 JD1279.an estimated accuracy of +/- 6 seconds.
 JD1279
 JD1279.The orthometric height was determined by differential leveling
 JD1279.and adjusted by the National Geodetic Survey in June 1991..
 JD1279
 JD1279.The geoid height was determined by GEOID03.
 JD1279
 JD1279.The dynamic height is computed by dividing the NAVD 88
 JD1279.geopotential number by the normal gravity value computed on the
 JD1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1279.degrees latitude (g = 980.6199 gals.).
 JD1279
 JD1279.The modeled gravity was interpolated from observed gravity values.
 JD1279
 JD1279;                    North         East    Units  Estimated Accuracy
 JD1279;SPC MO C     -   285,230.      429,060.      MT  (+/- 180 meters Scaled)
 JD1279
 JD1279                          SUPERSEDED SURVEY CONTROL
 JD1279
 JD1279  NGVD 29 (??/??/92)  280.557  (m)          920.46   (f) ADJ UNCH    2 0
 JD1279
 JD1279.Superseded values are not recommended for survey control.
 JD1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1279.See file dsdata.txt to determine how the superseded data were derived.
 JD1279
 JD1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC727503(NAD 83)
 JD1279_MARKER: DB = BENCH MARK DISK
 JD1279_SETTING: 66 = SET IN ROCK OUTCROP
 JD1279_SP_SET: ROCK OUTCROP
 JD1279_STAMPING: A 271 1963
 JD1279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1279+STABILITY: POSITION/ELEVATION WELL
 JD1279
 JD1279  HISTORY     - Date     Condition        Report By
 JD1279  HISTORY     - 1963     MONUMENTED       CGS
 JD1279
 JD1279                          STATION DESCRIPTION
 JD1279
 JD1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1279'1.8 MI NE FROM LINCOLN.
 JD1279'0.25 MILES EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 JD1279'LINCOLN, THENCE 0.75 MILE NORTH ALONG U.S. HIGHWAY 65, THENCE
 JD1279'0.85 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 23, T 42 N,
 JD1279'R 22 W, 0.15 MILE WEST OF A ROAD INTERSECTION, 42 FEET SOUTH
 JD1279'OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTH OF A FENCE, 12 FEET
 JD1279'EAST OF A 10-INCH OAK TREE, ABOUT 2 FEET ABOVE THE ROAD, AND SET
 JD1279'IN THE TOP OF A 4 FT X 5 FT SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1594 ***********************************************************************
 JD1594  DESIGNATION -  A 272
 JD1594  PID         -  JD1594
 JD1594  STATE/COUNTY-  MO/HENRY
 JD1594  USGS QUAD   -  LEESVILLE (1981)
 JD1594
 JD1594                         *CURRENT SURVEY CONTROL
 JD1594  ___________________________________________________________________
 JD1594* NAD 83(1986)-  38 21 44.     (N)    093 36 54.     (W)     SCALED    
 JD1594* NAVD 88     -       248.946  (meters)     816.75   (feet)  ADJUSTED  
 JD1594  ___________________________________________________________________
 JD1594  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD1594  DYNAMIC HT  -         248.773 (meters)     816.18  (feet)  COMP
 JD1594  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 JD1594
 JD1594  VERT ORDER  -  SECOND    CLASS 0
 JD1594
 JD1594.The horizontal coordinates were scaled from a topographic map and have
 JD1594.an estimated accuracy of +/- 6 seconds.
 JD1594
 JD1594.The orthometric height was determined by differential leveling
 JD1594.and adjusted by the National Geodetic Survey in June 1991..
 JD1594
 JD1594.The geoid height was determined by GEOID03.
 JD1594
 JD1594.The dynamic height is computed by dividing the NAVD 88
 JD1594.geopotential number by the normal gravity value computed on the
 JD1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1594.degrees latitude (g = 980.6199 gals.).
 JD1594
 JD1594.The modeled gravity was interpolated from observed gravity values.
 JD1594
 JD1594;                    North         East    Units  Estimated Accuracy
 JD1594;SPC MO W     -   244,030.      927,340.      MT  (+/- 180 meters Scaled)
 JD1594
 JD1594                          SUPERSEDED SURVEY CONTROL
 JD1594
 JD1594  NGVD 29 (??/??/92)  248.823  (m)          816.35   (f) ADJ UNCH    2 0
 JD1594
 JD1594.Superseded values are not recommended for survey control.
 JD1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1594.See file dsdata.txt to determine how the superseded data were derived.
 JD1594
 JD1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC462461(NAD 83)
 JD1594_MARKER: DB = BENCH MARK DISK
 JD1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1594_STAMPING: A 272 1963
 JD1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1594+STABILITY: SURFACE MOTION
 JD1594
 JD1594  HISTORY     - Date     Condition        Report By
 JD1594  HISTORY     - 1963     MONUMENTED       CGS
 JD1594
 JD1594                          STATION DESCRIPTION
 JD1594
 JD1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1594'9.4 MI E FROM CLINTON.
 JD1594'ABOUT 0.1 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 JD1594'FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT CLINTON,
 JD1594'THENCE 1.4 MILES EAST ALONG EAST FRANKLIN STREET, THENCE 0.25
 JD1594'MILE SOUTH ALONG KRISTINE AVENUE, THENCE 7.6 MILES EAST ALONG
 JD1594'STATE HIGHWAY 7 TO A TRIANGULAR SHAPED PLOT OF GROUND SEPARATING
 JD1594'STATE HIGHWAY 7 AND STATE ROAD C, OR 7.35 MILES NORTHWEST ALONG
 JD1594'STATE HIGHWAY 7 FROM THE SCHOOLHOUSE AT TIGHTWAD, 95 FEET NORTHEAST
 JD1594'OF THE CENTER LINE OF A LONG CURVE IN THE HIGHWAY, 51 FEET
 JD1594'SOUTH OF THE CENTER LINE OF STATE ROAD C, 18 FEET NORTHEAST OF A
 JD1594'16-INCH ELM TREE, ABOUT LEVEL WITH THE ROAD, 1.5 FEET SOUTH OF A
 JD1594'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JD1594'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1617 ***********************************************************************
 JD1617  DESIGNATION -  A 273
 JD1617  PID         -  JD1617
 JD1617  STATE/COUNTY-  MO/HENRY
 JD1617  USGS QUAD   -  CALHOUN EAST (1981)
 JD1617
 JD1617                         *CURRENT SURVEY CONTROL
 JD1617  ___________________________________________________________________
 JD1617* NAD 83(1986)-  38 27 44.     (N)    093 32 01.     (W)     SCALED    
 JD1617* NAVD 88     -       255.853  (meters)     839.41   (feet)  ADJUSTED  
 JD1617  ___________________________________________________________________
 JD1617  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JD1617  DYNAMIC HT  -         255.675 (meters)     838.83  (feet)  COMP
 JD1617  MODELED GRAV-     979,924.5   (mgal)                       NAVD 88
 JD1617
 JD1617  VERT ORDER  -  SECOND    CLASS 0
 JD1617
 JD1617.The horizontal coordinates were scaled from a topographic map and have
 JD1617.an estimated accuracy of +/- 6 seconds.
 JD1617
 JD1617.The orthometric height was determined by differential leveling
 JD1617.and adjusted by the National Geodetic Survey in June 1991..
 JD1617
 JD1617.The geoid height was determined by GEOID03.
 JD1617
 JD1617.The dynamic height is computed by dividing the NAVD 88
 JD1617.geopotential number by the normal gravity value computed on the
 JD1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1617.degrees latitude (g = 980.6199 gals.).
 JD1617
 JD1617.The modeled gravity was interpolated from observed gravity values.
 JD1617
 JD1617;                    North         East    Units  Estimated Accuracy
 JD1617;SPC MO W     -   255,200.      934,340.      MT  (+/- 180 meters Scaled)
 JD1617
 JD1617                          SUPERSEDED SURVEY CONTROL
 JD1617
 JD1617  NGVD 29 (??/??/92)  255.734  (m)          839.02   (f) ADJ UNCH    2 0
 JD1617
 JD1617.Superseded values are not recommended for survey control.
 JD1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1617.See file dsdata.txt to determine how the superseded data were derived.
 JD1617
 JD1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC534572(NAD 83)
 JD1617_MARKER: DB = BENCH MARK DISK
 JD1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1617_STAMPING: A 273 1963
 JD1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1617+STABILITY: SURFACE MOTION
 JD1617
 JD1617  HISTORY     - Date     Condition        Report By
 JD1617  HISTORY     - 1963     MONUMENTED       CGS
 JD1617
 JD1617                          STATION DESCRIPTION
 JD1617
 JD1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1617'10.8 MI N FROM TIGHTWAD.
 JD1617'ABOUT 5.7 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1617'AT TIGHTWAD, THENCE 5.15 MILES NORTH ALONG STATE ROAD Y, OR 1.4
 JD1617'MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 JD1617'STATION AT CALHOUN TO STATE HIGHWAY 52 OVERPASS, THENCE 0.2 MILE
 JD1617'SOUTHEAST ALONG STATE HIGHWAY 52, THENCE 3.45 MILES EAST ALONG
 JD1617'STATE ROAD 00, IN SECTION 35, T 43 N, R 24 W, 96 FEET
 JD1617'WEST-NORTHWEST OF THE CENTER OF THE INTERSECTION WITH STATE
 JD1617'ROAD 00, 88 FEET WEST OF THE CENTER LINE OF STATE ROAD Y, 35 FEET
 JD1617'NORTH OF THE CENTER LINE OF STATE ROAD 00, 63 FEET EAST OF A
 JD1617'POWER POLE, 12 1/2 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH
 JD1617'OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, AND SET IN
 JD1617'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1074 ***********************************************************************
 GD1074  DESIGNATION -  A 274
 GD1074  PID         -  GD1074
 GD1074  STATE/COUNTY-  MO/NEW MADRID
 GD1074  USGS QUAD   -  MOORING (1983)
 GD1074
 GD1074                         *CURRENT SURVEY CONTROL
 GD1074  ___________________________________________________________________
 GD1074* NAD 83(1986)-  36 22 24.     (N)    089 34 08.     (W)     SCALED    
 GD1074* NAVD 88     -        90.585  (meters)     297.19   (feet)  ADJUSTED  
 GD1074  ___________________________________________________________________
 GD1074  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GD1074  DYNAMIC HT  -          90.512 (meters)     296.95  (feet)  COMP
 GD1074  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 GD1074
 GD1074  VERT ORDER  -  FIRST     CLASS I
 GD1074
 GD1074.The horizontal coordinates were scaled from a topographic map and have
 GD1074.an estimated accuracy of +/- 6 seconds.
 GD1074
 GD1074.The orthometric height was determined by differential leveling
 GD1074.and adjusted by the National Geodetic Survey in June 1991..
 GD1074
 GD1074.The geoid height was determined by GEOID03.
 GD1074
 GD1074.The dynamic height is computed by dividing the NAVD 88
 GD1074.geopotential number by the normal gravity value computed on the
 GD1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1074.degrees latitude (g = 980.6199 gals.).
 GD1074
 GD1074.The modeled gravity was interpolated from observed gravity values.
 GD1074
 GD1074;                    North         East    Units  Estimated Accuracy
 GD1074;SPC MO E     -    60,320.      333,550.      MT  (+/- 180 meters Scaled)
 GD1074
 GD1074                          SUPERSEDED SURVEY CONTROL
 GD1074
 GD1074  NGVD 29 (??/??/??)   90.484  (m)          296.86   (f) ADJUSTED    1 1
 GD1074
 GD1074.Superseded values are not recommended for survey control.
 GD1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1074.See file dsdata.txt to determine how the superseded data were derived.
 GD1074
 GD1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF695284(NAD 83)
 GD1074_MARKER: DB = BENCH MARK DISK
 GD1074_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1074+WITH SETTING: INTO GROUND
 GD1074_SP_SET: METAL ROD WITH BASE PLATE
 GD1074_STAMPING: A 274 1976
 GD1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1074+STABILITY: SURFACE MOTION
 GD1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1074+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 GD1074
 GD1074  HISTORY     - Date     Condition        Report By
 GD1074  HISTORY     - 1976     MONUMENTED       NGS
 GD1074  HISTORY     - 20020716 GOOD             USACE
 GD1074  HISTORY     - 20020723 GOOD             USACE
 GD1074
 GD1074                          STATION DESCRIPTION
 GD1074
 GD1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1074'20.1 MI NORTH FROM CARUTHERSVILLE.
 GD1074'20.1 MILES NORTH ALONG THE LEVEE FROM THE ST. FRANCES LEVEE
 GD1074'DISTRICT OFFICE, 18.7 MILES SOUTH OF THE JUNCTION OF STATE HIGH-
 GD1074'WAY WW AT NEW MADRID, 0.25 MILE EAST OF A ROAD CROSSING LEVEE,
 GD1074'11.0 FEET SOUTH OF A FENCE AT THE TOE OF LEVEE, 18 FEET NORTH
 GD1074'OF THE CENTER OF LEVEE, AND 1.7 FEET SOUTH OF MILEPOST 8/9.
 GD1074
 GD1074                          STATION RECOVERY (2002)
 GD1074
 GD1074'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1074'RECOVERED IN GOOD CONDITION.
 GD1074
 GD1074                          STATION RECOVERY (2002)
 GD1074
 GD1074'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1218 ***********************************************************************
 HB1218  DESIGNATION -  A 275
 HB1218  PID         -  HB1218
 HB1218  STATE/COUNTY-  MO/SCOTT
 HB1218  USGS QUAD   -  THEBES (1996)
 HB1218
 HB1218                         *CURRENT SURVEY CONTROL
 HB1218  ___________________________________________________________________
 HB1218* NAD 83(1986)-  37 09 14.     (N)    089 26 52.     (W)     SCALED    
 HB1218* NAVD 88     -       104.136  (meters)     341.65   (feet)  ADJUSTED  
 HB1218  ___________________________________________________________________
 HB1218  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HB1218  DYNAMIC HT  -         104.060 (meters)     341.40  (feet)  COMP
 HB1218  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 HB1218
 HB1218  VERT ORDER  -  FIRST     CLASS I
 HB1218
 HB1218.The horizontal coordinates were scaled from a topographic map and have
 HB1218.an estimated accuracy of +/- 6 seconds.
 HB1218
 HB1218.The orthometric height was determined by differential leveling
 HB1218.and adjusted by the National Geodetic Survey in June 1991..
 HB1218
 HB1218.The geoid height was determined by GEOID03.
 HB1218
 HB1218.The dynamic height is computed by dividing the NAVD 88
 HB1218.geopotential number by the normal gravity value computed on the
 HB1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1218.degrees latitude (g = 980.6199 gals.).
 HB1218
 HB1218.The modeled gravity was interpolated from observed gravity values.
 HB1218
 HB1218;                    North         East    Units  Estimated Accuracy
 HB1218;SPC MO E     -   147,050.      343,470.      MT  (+/- 180 meters Scaled)
 HB1218
 HB1218                          SUPERSEDED SURVEY CONTROL
 HB1218
 HB1218  NGVD 29 (??/??/??)  104.018  (m)          341.27   (f) ADJUSTED    1 1
 HB1218
 HB1218.Superseded values are not recommended for survey control.
 HB1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1218.See file dsdata.txt to determine how the superseded data were derived.
 HB1218
 HB1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG826147(NAD 83)
 HB1218_MARKER: DB = BENCH MARK DISK
 HB1218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB1218_SP_SET: COPPER-CLAD STEEL ROD
 HB1218_STAMPING: A 275 1976
 HB1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1218
 HB1218  HISTORY     - Date     Condition        Report By
 HB1218  HISTORY     - 1976     MONUMENTED       NGS
 HB1218
 HB1218                          STATION DESCRIPTION
 HB1218
 HB1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1218'IN COMMERCE.
 HB1218'64.5 FEET SOUTH OF THE CENTER OF THE BEGINNING OF THE LEVEE AT
 HB1218'COMMERCE, 87.5 FEET SOUTH AND ACROSS THE LEVEE FROM TELEPHONE
 HB1218'POLE NO. MVC 400-40, 44 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HB1218'ROAD ON TOP OF THE LEVEE, 18 FEET EAST OF A FENCE CORNER AT THE
 HB1218'BEGINNING OF THE LEVEE, THE BENCH MARK IS SURROUNDED BY THREE
 HB1218'WITNESS POSTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1185 ***********************************************************************
 GD1185  DESIGNATION -  A 276
 GD1185  PID         -  GD1185
 GD1185  STATE/COUNTY-  MO/NEW MADRID
 GD1185  USGS QUAD   -  HUBBARD LAKE (1982)
 GD1185
 GD1185                         *CURRENT SURVEY CONTROL
 GD1185  ___________________________________________________________________
 GD1185* NAD 83(1997)-  36 36 24.91634(N)    089 26 48.00182(W)     ADJUSTED  
 GD1185* NAVD 88     -        95.216  (meters)     312.39   (feet)  ADJUSTED  
 GD1185  ___________________________________________________________________
 GD1185  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 GD1185  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1185  DYNAMIC HT  -          95.141 (meters)     312.14  (feet)  COMP
 GD1185  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 GD1185
 GD1185  HORZ ORDER  -  SECOND
 GD1185  VERT ORDER  -  FIRST     CLASS I
 GD1185
 GD1185.The horizontal coordinates were established by classical geodetic methods
 GD1185.and adjusted by the National Geodetic Survey in February 2000..
 GD1185
 GD1185.The orthometric height was determined by differential leveling
 GD1185.and adjusted by the National Geodetic Survey in June 1991..
 GD1185
 GD1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1185
 GD1185.The geoid height was determined by GEOID03.
 GD1185
 GD1185.The dynamic height is computed by dividing the NAVD 88
 GD1185.geopotential number by the normal gravity value computed on the
 GD1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1185.degrees latitude (g = 980.6199 gals.).
 GD1185
 GD1185.The modeled gravity was interpolated from observed gravity values.
 GD1185
 GD1185;                    North         East     Units Scale Factor Converg.
 GD1185;SPC MO E     -    86,350.553   344,234.602   MT  1.00004270   +0 37 41.4
 GD1185;UTM  16      - 4,054,055.465   281,170.329   MT  1.00019001   -1 27 34.5
 GD1185
 GD1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1185!SPC MO E     -   0.99998950  x   1.00004270  =   1.00003220
 GD1185!UTM  16      -   0.99998950  x   1.00019001  =   1.00017951
 GD1185
 GD1185                          SUPERSEDED SURVEY CONTROL
 GD1185
 GD1185  NAD 83(1997)-  36 36 24.91640(N)    089 26 48.00168(W) AD(       ) 2
 GD1185  NAD 83(1997)-  36 36 24.91677(N)    089 26 48.00153(W) AD(       ) 2
 GD1185  NAD 83(1997)-  36 36 24.92410(N)    089 26 48.00017(W) AD(       ) 2
 GD1185  NAD 83(1986)-  36 36 24.92869(N)    089 26 48.00092(W) AD(       ) 2
 GD1185  NAD 27      -  36 36 24.71335(N)    089 26 47.73228(W) AD(       ) 2
 GD1185  NGVD 29 (??/??/??)   95.097  (m)          312.00   (f) ADJUSTED    1 1
 GD1185
 GD1185.Superseded values are not recommended for survey control.
 GD1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1185.See file dsdata.txt to determine how the superseded data were derived.
 GD1185
 GD1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8117054055(NAD 83)
 GD1185_MARKER: DB = BENCH MARK DISK
 GD1185_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1185+WITH SETTING: INTO GROUND
 GD1185_SP_SET: METAL ROD WITH BASE PLATE
 GD1185_STAMPING: A 276 1976
 GD1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1185+STABILITY: SURFACE MOTION
 GD1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1185+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 GD1185
 GD1185  HISTORY     - Date     Condition        Report By
 GD1185  HISTORY     - 1976     MONUMENTED       NGS
 GD1185  HISTORY     - 1977     GOOD             NGS
 GD1185  HISTORY     - 20020815 GOOD             USACE
 GD1185
 GD1185                          STATION DESCRIPTION
 GD1185
 GD1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1185'4.05 MI NE FROM NEW MADRID.
 GD1185'4.05 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1185'THE JUNCTION OF VANDENVENDER AVENUE, 0.2 MILES NORTHEAST OF THE
 GD1185'NORTHERNMOST JUNCTION OF STATE HIGHWAY WW AND THE LEVEE, 22.5 FEET
 GD1185'NORTHWEST OF THE CENTERLINE OF THE LEVEE, 4.0 FEET NORTHEAST OF
 GD1185'MILEPOST 31/32.
 GD1185'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1185'FEET.  1 FOOT SOUTHWEST OF A WITNESS POST.
 GD1185
 GD1185                          STATION RECOVERY (1977)
 GD1185
 GD1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1185'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF EAST PRAIRIE
 GD1185'5 MILES EAST OF NEW MADRID, ON TOP OF THE SET
 GD1185'BACK LEVEE, ON PROPERTY OF THE SAINT JOHN LEVEE BOARD
 GD1185'
 GD1185'TO REACH THE STATION FROM THE COURTHOUSE IN NEW MADRID, GO
 GD1185'NORTH ON MAIN STREET FOR 0.25 MILE TO THE INTERSECTION OF
 GD1185'VANDENVENDER AVENUE.  TURN RIGHT AND GO EAST ON
 GD1185'VANDENVENDER AVENUE FOR 0.35 MILE TO A CROSSROAD ON TOP OF THE
 GD1185'LEVEE.  CONTINUE EAST ON TOP OF THE LEVEE, STATE ROUTE WW, FOR
 GD1185'4.5 MILES TO THE MARK ON THE LEFT.
 GD1185'
 GD1185'THE MARK, STAMPED---A 276 1976---, A STANDARD BENCH MARK DISK
 GD1185'CRIMPED TO THE TOP OF A 5/8-INCH ROD, 5 INCHES UNDERGROUND
 GD1185'AND SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS 22
 GD1185'FEET NORTHWEST OF STATE ROUTE P, 4.3 FEET NORTHEAST OF A
 GD1185'CONCRETE MILE POST AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 GD1185'POST.
 GD1185'
 GD1185'A TRAVERSE TIE WAS MADE TO STATION BAYOU.
 GD1185
 GD1185                          STATION RECOVERY (2002)
 GD1185
 GD1185'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1185'MARK HAS SLIGHT LEAN, BUT SHOULD HOLD ELEVATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1059 ***********************************************************************
 GD1059  DESIGNATION -  A 277
 GD1059  PID         -  GD1059
 GD1059  STATE/COUNTY-  MO/PEMISCOT
 GD1059  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1059
 GD1059                         *CURRENT SURVEY CONTROL
 GD1059  ___________________________________________________________________
 GD1059* NAD 83(1986)-  36 11 46.     (N)    089 40 54.     (W)     SCALED    
 GD1059* NAVD 88     -        81.436  (meters)     267.18   (feet)  ADJUSTED  
 GD1059  ___________________________________________________________________
 GD1059  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1059  DYNAMIC HT  -          81.368 (meters)     266.95  (feet)  COMP
 GD1059  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 GD1059
 GD1059  VERT ORDER  -  FIRST     CLASS I
 GD1059
 GD1059.The horizontal coordinates were scaled from a topographic map and have
 GD1059.an estimated accuracy of +/- 6 seconds.
 GD1059
 GD1059.The orthometric height was determined by differential leveling
 GD1059.and adjusted by the National Geodetic Survey in June 1991..
 GD1059
 GD1059.The geoid height was determined by GEOID03.
 GD1059
 GD1059.The dynamic height is computed by dividing the NAVD 88
 GD1059.geopotential number by the normal gravity value computed on the
 GD1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1059.degrees latitude (g = 980.6199 gals.).
 GD1059
 GD1059.The modeled gravity was interpolated from observed gravity values.
 GD1059
 GD1059;                    North         East    Units  Estimated Accuracy
 GD1059;SPC MO E     -    40,560.      323,600.      MT  (+/- 180 meters Scaled)
 GD1059
 GD1059                          SUPERSEDED SURVEY CONTROL
 GD1059
 GD1059  NGVD 29 (??/??/??)   81.351  (m)          266.90   (f) ADJUSTED    1 1
 GD1059
 GD1059.Superseded values are not recommended for survey control.
 GD1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1059.See file dsdata.txt to determine how the superseded data were derived.
 GD1059
 GD1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF588090(NAD 83)
 GD1059_MARKER: DB = BENCH MARK DISK
 GD1059_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1059+WITH SETTING: INTO GROUND
 GD1059_SP_SET: METAL ROD WITH BASE PLATE
 GD1059_STAMPING: A 277 1976
 GD1059_MARK LOGO: NGS   
 GD1059_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GD1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1059+STABILITY: SURFACE MOTION
 GD1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1059+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 GD1059
 GD1059  HISTORY     - Date     Condition        Report By
 GD1059  HISTORY     - 1976     MONUMENTED       NGS
 GD1059  HISTORY     - 20020611 GOOD             USACE
 GD1059  HISTORY     - 20020711 GOOD             USACE
 GD1059
 GD1059                          STATION DESCRIPTION
 GD1059
 GD1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1059'1.0 MILE WEST FROM CARUTHERSVILLE.
 GD1059'1.0 MILE WEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM
 GD1059'THE CROSSING OF STATE HIGHWAY 84, 10.0 FEET SOUTH OF THE CENTER OF
 GD1059'A DIRT ROAD, 162.5 FEET EAST OF THE EAST ABUTMENT OF A WOOD BRIDGE,
 GD1059'147 FEET EAST OF A ROAD CROSSING, AND 1.5 FOOT WEST OF A POLE.
 GD1059
 GD1059                          STATION RECOVERY (2002)
 GD1059
 GD1059'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1059'THE STATION IS LOCATED 1 MI (1.6 KM) WSW OF ARUTHERSVILLE.  TO REACH
 GD1059'THE STATION FROM THE INTERSECTION OF HIGHWAY 84 AND TRUMANN BOULEVARD,
 GD1059'GO WEST ALONG HIGHWAY 84 FOR 0.8 MI (1.3 KM) TO CR NO 344, TURN LEFT,
 GD1059'GO 0.2 MI (0.3 KM) TO CR NO 351 ON LEFT, TURN LEFT, GO SOUTH FOR 0.6
 GD1059'MI (1.0 KM) TO OLD RR GRADE AND CULVERT AND MARK ON LEFT.  THE STATION
 GD1059'IS 147 FT (44.8 M) E OF CENTERLINE OF CR NO 351, 1.5 FT (0.5 M) WEST
 GD1059'OF PP, 25 FT (7.6 M) SOUTH OF EDGE OF FIELD.
 GD1059
 GD1059                          STATION RECOVERY (2002)
 GD1059
 GD1059'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1240 ***********************************************************************
 HB1240  DESIGNATION -  A 278
 HB1240  PID         -  HB1240
 HB1240  STATE/COUNTY-  MO/SCOTT
 HB1240  USGS QUAD   -  CACHE (1993)
 HB1240
 HB1240                         *CURRENT SURVEY CONTROL
 HB1240  ___________________________________________________________________
 HB1240* NAD 83(1986)-  37 00 53.     (N)    089 21 30.     (W)     SCALED    
 HB1240* NAVD 88     -       103.393  (meters)     339.22   (feet)  ADJUSTED  
 HB1240  ___________________________________________________________________
 HB1240  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HB1240  DYNAMIC HT  -         103.316 (meters)     338.96  (feet)  COMP
 HB1240  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 HB1240
 HB1240  VERT ORDER  -  FIRST     CLASS I
 HB1240
 HB1240.The horizontal coordinates were scaled from a topographic map and have
 HB1240.an estimated accuracy of +/- 6 seconds.
 HB1240
 HB1240.The orthometric height was determined by differential leveling
 HB1240.and adjusted by the National Geodetic Survey in June 1991..
 HB1240
 HB1240.The geoid height was determined by GEOID03.
 HB1240
 HB1240.The dynamic height is computed by dividing the NAVD 88
 HB1240.geopotential number by the normal gravity value computed on the
 HB1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1240.degrees latitude (g = 980.6199 gals.).
 HB1240
 HB1240.The modeled gravity was interpolated from observed gravity values.
 HB1240
 HB1240;                    North         East    Units  Estimated Accuracy
 HB1240;SPC MO E     -   131,700.      351,600.      MT  (+/- 180 meters Scaled)
 HB1240
 HB1240                          SUPERSEDED SURVEY CONTROL
 HB1240
 HB1240  NGVD 29 (??/??/??)  103.274  (m)          338.82   (f) ADJUSTED    1 1
 HB1240
 HB1240.Superseded values are not recommended for survey control.
 HB1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1240.See file dsdata.txt to determine how the superseded data were derived.
 HB1240
 HB1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF901991(NAD 83)
 HB1240_MARKER: DB = BENCH MARK DISK
 HB1240_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HB1240+WITH SETTING: INTO GROUND
 HB1240_SP_SET: METAL ROD WITH BASE PLATE
 HB1240_STAMPING: A 278 1976
 HB1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1240+STABILITY: SURFACE MOTION
 HB1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1240+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002
 HB1240
 HB1240  HISTORY     - Date     Condition        Report By
 HB1240  HISTORY     - 1976     MONUMENTED       NGS
 HB1240  HISTORY     - 20020518 GOOD             USACE
 HB1240
 HB1240                          STATION DESCRIPTION
 HB1240
 HB1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1240'15.1 MI NORTH FROM BIRDS POINT.
 HB1240'15.1 MILES NORTH ALONG TOP OF LEVEE FROM WHERE THE FRONT AND
 HB1240'BACKSET LEVEES INTERSECT AT BIRDS POINT, ABOUT 200 FEET EAST OF
 HB1240'FENCE CROSSING LEVEE, ABOUT 200 FEET NORTHEAST OF A GRAVEL ROAD
 HB1240'LEADING SOUTHWEST, 85 FEET NORTHEAST OF CENTER OF BLACKTOP ROAD
 HB1240'65 FEET NORTHEAST OF FENCE AT TOE OF LEVEE RUNNING PARALLEL WITH
 HB1240'LEVEE, 24 FEET SOUTHWEST OF CENTER OF TOP OF LEVEE, 1.1 FOOT EAST
 HB1240'OF MILEPOST 17/18.
 HB1240
 HB1240                          STATION RECOVERY (2002)
 HB1240
 HB1240'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1018 ***********************************************************************
 GD1018  DESIGNATION -  A 279
 GD1018  PID         -  GD1018
 GD1018  STATE/COUNTY-  MO/PEMISCOT
 GD1018  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1018
 GD1018                         *CURRENT SURVEY CONTROL
 GD1018  ___________________________________________________________________
 GD1018* NAD 83(1986)-  36 07 03.     (N)    089 38 10.     (W)     SCALED    
 GD1018* NAVD 88     -        86.382  (meters)     283.40   (feet)  ADJUSTED  
 GD1018  ___________________________________________________________________
 GD1018  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD1018  DYNAMIC HT  -          86.310 (meters)     283.17  (feet)  COMP
 GD1018  MODELED GRAV-     979,798.8   (mgal)                       NAVD 88
 GD1018
 GD1018  VERT ORDER  -  FIRST     CLASS I
 GD1018
 GD1018.The horizontal coordinates were scaled from a topographic map and have
 GD1018.an estimated accuracy of +/- 6 seconds.
 GD1018
 GD1018.The orthometric height was determined by differential leveling
 GD1018.and adjusted by the National Geodetic Survey in June 1991..
 GD1018
 GD1018.The geoid height was determined by GEOID03.
 GD1018
 GD1018.The dynamic height is computed by dividing the NAVD 88
 GD1018.geopotential number by the normal gravity value computed on the
 GD1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1018.degrees latitude (g = 980.6199 gals.).
 GD1018
 GD1018.The modeled gravity was interpolated from observed gravity values.
 GD1018
 GD1018;                    North         East    Units  Estimated Accuracy
 GD1018;SPC MO E     -    31,870.      327,770.      MT  (+/- 180 meters Scaled)
 GD1018
 GD1018                          SUPERSEDED SURVEY CONTROL
 GD1018
 GD1018  NGVD 29 (??/??/??)   86.300  (m)          283.14   (f) ADJUSTED    1 1
 GD1018
 GD1018.Superseded values are not recommended for survey control.
 GD1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1018.See file dsdata.txt to determine how the superseded data were derived.
 GD1018
 GD1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF627002(NAD 83)
 GD1018_MARKER: DB = BENCH MARK DISK
 GD1018_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1018+WITH SETTING: INTO GROUND
 GD1018_SP_SET: METAL ROD WITH BASE PLATE
 GD1018_STAMPING: A 279 1976
 GD1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1018+STABILITY: SURFACE MOTION
 GD1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1018+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD1018
 GD1018  HISTORY     - Date     Condition        Report By
 GD1018  HISTORY     - 1976     MONUMENTED       NGS
 GD1018  HISTORY     - 20020730 GOOD             USACE
 GD1018
 GD1018                          STATION DESCRIPTION
 GD1018
 GD1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1018'7.1 MI SOUTH FROM CARUTHERSVILLE.
 GD1018'7.1 MILES SOUTH ALONG THE LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1018'OFFICE, 3.9 FEET SOUTH OF MILEPOST 35/36, AND 12.8 FEET SOUTH OF A
 GD1018'FENCE CROSSING LEVEE, AND 21 FEET WEST OF THE CENTER OF LEVEE.
 GD1018
 GD1018                          STATION RECOVERY (2002)
 GD1018
 GD1018'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1018'THE STATION IS 4.5 FT SW OF NEW LMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0063 ***********************************************************************
 GE0063  DESIGNATION -  A 28
 GE0063  PID         -  GE0063
 GE0063  STATE/COUNTY-  MO/DUNKLIN
 GE0063  USGS QUAD   -  CAMPBELL (1984)
 GE0063
 GE0063                         *CURRENT SURVEY CONTROL
 GE0063  ___________________________________________________________________
 GE0063* NAD 83(1986)-  36 29 42.     (N)    090 04 12.     (W)     SCALED    
 GE0063* NAVD 88     -        96.131  (meters)     315.39   (feet)  ADJUSTED  
 GE0063  ___________________________________________________________________
 GE0063  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0063  DYNAMIC HT  -          96.053 (meters)     315.13  (feet)  COMP
 GE0063  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 GE0063
 GE0063  VERT ORDER  -  SECOND    CLASS 0
 GE0063
 GE0063.The horizontal coordinates were scaled from a topographic map and have
 GE0063.an estimated accuracy of +/- 6 seconds.
 GE0063
 GE0063.The orthometric height was determined by differential leveling
 GE0063.and adjusted by the National Geodetic Survey in June 1991..
 GE0063
 GE0063.The geoid height was determined by GEOID03.
 GE0063
 GE0063.The dynamic height is computed by dividing the NAVD 88
 GE0063.geopotential number by the normal gravity value computed on the
 GE0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0063.degrees latitude (g = 980.6199 gals.).
 GE0063
 GE0063.The modeled gravity was interpolated from observed gravity values.
 GE0063
 GE0063;                    North         East    Units  Estimated Accuracy
 GE0063;SPC MO E     -    73,500.      288,520.      MT  (+/- 180 meters Scaled)
 GE0063
 GE0063                          SUPERSEDED SURVEY CONTROL
 GE0063
 GE0063  NGVD 29 (??/??/92)   96.126  (m)          315.37   (f) ADJ UNCH    2 0
 GE0063
 GE0063.Superseded values are not recommended for survey control.
 GE0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0063.See file dsdata.txt to determine how the superseded data were derived.
 GE0063
 GE0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA624428(NAD 83)
 GE0063_MARKER: DB = BENCH MARK DISK
 GE0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0063_STAMPING: A 28 1933
 GE0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0063+STABILITY: SURFACE MOTION
 GE0063
 GE0063  HISTORY     - Date     Condition        Report By
 GE0063  HISTORY     - 1933     MONUMENTED       CGS
 GE0063  HISTORY     - 20020503 MARK NOT FOUND   USACE
 GE0063
 GE0063                          STATION DESCRIPTION
 GE0063
 GE0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GE0063'0.4 MI NE FROM CAMPBELL.
 GE0063'0.4 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 GE0063'THE STATION AT CAMPBELL, DUNKLIN COUNTY, 65 YARDS NORTHEAST OF
 GE0063'THE OFFICE OF THE STANDARD OIL CO., BULK STATION, 51 FEET
 GE0063'SOUTH OF POLE 65/0, 47 FEET NORTHWEST OF THE CENTERLINE OF THE
 GE0063'TRACK, AND 20 FEET NORTHEAST OF THE NORTHEAST CORNER OF A RED
 GE0063'BRICK HOUSE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GE0063'POST.
 GE0063
 GE0063                          STATION RECOVERY (2002)
 GE0063
 GE0063'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GE0063'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2110 ***********************************************************************
 JD2110  DESIGNATION -  A 280
 JD2110  PID         -  JD2110
 JD2110  STATE/COUNTY-  MO/JOHNSON
 JD2110  USGS QUAD   -  CORNELIA (1955)
 JD2110
 JD2110                         *CURRENT SURVEY CONTROL
 JD2110  ___________________________________________________________________
 JD2110* NAD 83(1986)-  38 42 06.     (N)    093 44 04.     (W)     SCALED    
 JD2110* NAVD 88     -       250.935  (meters)     823.28   (feet)  ADJUSTED  
 JD2110  ___________________________________________________________________
 JD2110  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2110  DYNAMIC HT  -         250.762 (meters)     822.71  (feet)  COMP
 JD2110  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 JD2110
 JD2110  VERT ORDER  -  SECOND    CLASS 0
 JD2110
 JD2110.The horizontal coordinates were scaled from a topographic map and have
 JD2110.an estimated accuracy of +/- 6 seconds.
 JD2110
 JD2110.The orthometric height was determined by differential leveling
 JD2110.and adjusted by the National Geodetic Survey in June 1991..
 JD2110
 JD2110.The geoid height was determined by GEOID03.
 JD2110
 JD2110.The dynamic height is computed by dividing the NAVD 88
 JD2110.geopotential number by the normal gravity value computed on the
 JD2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2110.degrees latitude (g = 980.6199 gals.).
 JD2110
 JD2110.The modeled gravity was interpolated from observed gravity values.
 JD2110
 JD2110;                    North         East    Units  Estimated Accuracy
 JD2110;SPC MO W     -   281,610.      916,590.      MT  (+/- 180 meters Scaled)
 JD2110
 JD2110                          SUPERSEDED SURVEY CONTROL
 JD2110
 JD2110  NGVD 29 (??/??/92)  250.833  (m)          822.94   (f) ADJ UNCH    2 0
 JD2110
 JD2110.Superseded values are not recommended for survey control.
 JD2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2110.See file dsdata.txt to determine how the superseded data were derived.
 JD2110
 JD2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC361839(NAD 83)
 JD2110_MARKER: DB = BENCH MARK DISK
 JD2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2110_STAMPING: A 280 1963
 JD2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2110+STABILITY: SURFACE MOTION
 JD2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2110+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JD2110
 JD2110  HISTORY     - Date     Condition        Report By
 JD2110  HISTORY     - 1963     MONUMENTED       CGS
 JD2110  HISTORY     - 20050901 GOOD             INDIV
 JD2110
 JD2110                          STATION DESCRIPTION
 JD2110
 JD2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2110'4.3 MI S FROM WARRENSBURG.
 JD2110'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2110'AT WARRENSBURG, IN S 12, R 26 W, T 45 N, 42 FEET NORTHWEST OF THE
 JD2110'CENTER OF THE INTERSECTION OF STATE ROAD Y LEADING EAST AND A
 JD2110'GRAVELED ROAD LEADING WEST, 30 FEET WEST OF THE CENTERLINE OF THE
 JD2110'HIGHWAY, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST,
 JD2110'3 FEET NORTHEAST OF A FENCE CORNER, 2.5 FEET EAST OF A FENCE, 2.0
 JD2110'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 JD2110'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JD2110
 JD2110                          STATION RECOVERY (2005)
 JD2110
 JD2110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0522 ***********************************************************************
 JD0522  DESIGNATION -  A 281
 JD0522  PID         -  JD0522
 JD0522  STATE/COUNTY-  MO/COOPER
 JD0522  USGS QUAD   -  BOONVILLE (1979)
 JD0522
 JD0522                         *CURRENT SURVEY CONTROL
 JD0522  ___________________________________________________________________
 JD0522* NAD 83(1986)-  38 58 28.     (N)    092 44 57.     (W)     SCALED    
 JD0522* NAVD 88     -       188.053  (meters)     616.97   (feet)  ADJUSTED  
 JD0522  ___________________________________________________________________
 JD0522  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD0522  DYNAMIC HT  -         187.932 (meters)     616.57  (feet)  COMP
 JD0522  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 JD0522
 JD0522  VERT ORDER  -  SECOND    CLASS 0
 JD0522
 JD0522.The horizontal coordinates were scaled from a topographic map and have
 JD0522.an estimated accuracy of +/- 6 seconds.
 JD0522
 JD0522.The orthometric height was determined by differential leveling
 JD0522.and adjusted by the National Geodetic Survey in June 1991..
 JD0522
 JD0522.The geoid height was determined by GEOID03.
 JD0522
 JD0522.The dynamic height is computed by dividing the NAVD 88
 JD0522.geopotential number by the normal gravity value computed on the
 JD0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0522.degrees latitude (g = 980.6199 gals.).
 JD0522
 JD0522.The modeled gravity was interpolated from observed gravity values.
 JD0522
 JD0522;                    North         East    Units  Estimated Accuracy
 JD0522;SPC MO C     -   348,620.      478,410.      MT  (+/- 180 meters Scaled)
 JD0522
 JD0522                          SUPERSEDED SURVEY CONTROL
 JD0522
 JD0522  NGVD 29 (??/??/92)  188.015  (m)          616.85   (f) ADJ UNCH    2 0
 JD0522
 JD0522.Superseded values are not recommended for survey control.
 JD0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0522.See file dsdata.txt to determine how the superseded data were derived.
 JD0522
 JD0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD217139(NAD 83)
 JD0522_MARKER: DB = BENCH MARK DISK
 JD0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0522_SP_SET: CONCRETE FOUNDATION
 JD0522_STAMPING: A 281 1962
 JD0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD0522+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 JD0522
 JD0522  HISTORY     - Date     Condition        Report By
 JD0522  HISTORY     - 1962     MONUMENTED       CGS
 JD0522  HISTORY     - 20050319 GOOD             GEOCAC
 JD0522
 JD0522                          STATION DESCRIPTION
 JD0522
 JD0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0522'AT BOONVILLE.
 JD0522'AT MILEAGE 191.6 ON THE MISSOURI KANSAS TEXAS RAILROAD, ABOUT 125
 JD0522'FEET WEST OF THE MAIN TRACKS, AT THE INTERSECTION OF SPRING STREET
 JD0522'AND 1ST. STREET, SET VERTICALLY IN THE SOUTHEAST CORNER OF A
 JD0522'CONCRETE FOUNDATION OF THE SEIWYN SHOE COMPANY BUILDING, 1.5 FEET
 JD0522'ABOVE THE GROUND, 1.2 FEET WEST OF THE SOUTHEAST CORNER OF THE
 JD0522'BUILDING.
 JD0522
 JD0522                          STATION RECOVERY (2005)
 JD0522
 JD0522'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 JD0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0742 ***********************************************************************
 JD0742  DESIGNATION -  A 282
 JD0742  PID         -  JD0742
 JD0742  STATE/COUNTY-  MO/SALINE
 JD0742  USGS QUAD   -  LONGWOOD (1979)
 JD0742
 JD0742                         *CURRENT SURVEY CONTROL
 JD0742  ___________________________________________________________________
 JD0742* NAD 83(1986)-  38 57 24.     (N)    093 12 00.     (W)     SCALED    
 JD0742* NAVD 88     -       226.801  (meters)     744.10   (feet)  ADJUSTED  
 JD0742  ___________________________________________________________________
 JD0742  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD0742  DYNAMIC HT  -         226.657 (meters)     743.62  (feet)  COMP
 JD0742  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JD0742
 JD0742  VERT ORDER  -  SECOND    CLASS 0
 JD0742
 JD0742.The horizontal coordinates were scaled from a topographic map and have
 JD0742.an estimated accuracy of +/- 6 seconds.
 JD0742
 JD0742.The orthometric height was determined by differential leveling
 JD0742.and adjusted by the National Geodetic Survey in June 1991..
 JD0742
 JD0742.The geoid height was determined by GEOID03.
 JD0742
 JD0742.The dynamic height is computed by dividing the NAVD 88
 JD0742.geopotential number by the normal gravity value computed on the
 JD0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0742.degrees latitude (g = 980.6199 gals.).
 JD0742
 JD0742.The modeled gravity was interpolated from observed gravity values.
 JD0742
 JD0742;                    North         East    Units  Estimated Accuracy
 JD0742;SPC MO C     -   346,850.      439,330.      MT  (+/- 180 meters Scaled)
 JD0742
 JD0742                          SUPERSEDED SURVEY CONTROL
 JD0742
 JD0742  NGVD 29 (??/??/92)  226.719  (m)          743.83   (f) ADJ UNCH    2 0
 JD0742
 JD0742.Superseded values are not recommended for survey control.
 JD0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0742.See file dsdata.txt to determine how the superseded data were derived.
 JD0742
 JD0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD826119(NAD 83)
 JD0742_MARKER: DB = BENCH MARK DISK
 JD0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0742_SP_SET: CULVERT
 JD0742_STAMPING: A 282 1962
 JD0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0742
 JD0742  HISTORY     - Date     Condition        Report By
 JD0742  HISTORY     - 1962     MONUMENTED       CGS
 JD0742
 JD0742                          STATION DESCRIPTION
 JD0742
 JD0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0742'13.5 MI E FROM SWEET SPRINGS.
 JD0742'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0742'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 12.0 MILES
 JD0742'EAST ALONG INTERSTATE HIGHWAY 70, THENCE 0.2 MILE SOUTH ALONG
 JD0742'U.S. HIGHWAY 65, THENCE 0.5 MILE EAST ON U.S. HIGHWAY 408
 JD0742'AT THE BOTTOM OF A DRAW IN THE EAST END OF THE SOUTH CONCRETE
 JD0742'HEADWALL OF A 10 X 12 FOOT CONCRETE CULVERT, 18 FEET SOUTH
 JD0742'OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET WEST OF THE EAST
 JD0742'END OF THE CULVERT, ABOUT LEVEL WITH THE ROAD, A DISK DRILLED
 JD0742'HORIZONTALLY IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0673 ***********************************************************************
 KD0673  DESIGNATION -  A 283
 KD0673  PID         -  KD0673
 KD0673  STATE/COUNTY-  MO/LAFAYETTE
 KD0673  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0673
 KD0673                         *CURRENT SURVEY CONTROL
 KD0673  ___________________________________________________________________
 KD0673* NAD 83(1986)-  39 01 33.     (N)    093 41 08.     (W)     SCALED    
 KD0673* NAVD 88     -       217.831  (meters)     714.67   (feet)  ADJUSTED  
 KD0673  ___________________________________________________________________
 KD0673  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KD0673  DYNAMIC HT  -         217.690 (meters)     714.20  (feet)  COMP
 KD0673  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 KD0673
 KD0673  VERT ORDER  -  SECOND    CLASS 0
 KD0673
 KD0673.The horizontal coordinates were scaled from a topographic map and have
 KD0673.an estimated accuracy of +/- 6 seconds.
 KD0673
 KD0673.The orthometric height was determined by differential leveling
 KD0673.and adjusted by the National Geodetic Survey in June 1991..
 KD0673
 KD0673.The geoid height was determined by GEOID03.
 KD0673
 KD0673.The dynamic height is computed by dividing the NAVD 88
 KD0673.geopotential number by the normal gravity value computed on the
 KD0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0673.degrees latitude (g = 980.6199 gals.).
 KD0673
 KD0673.The modeled gravity was interpolated from observed gravity values.
 KD0673
 KD0673;                    North         East    Units  Estimated Accuracy
 KD0673;SPC MO W     -   317,630.      920,520.      MT  (+/- 180 meters Scaled)
 KD0673
 KD0673                          SUPERSEDED SURVEY CONTROL
 KD0673
 KD0673  NGVD 29 (??/??/92)  217.743  (m)          714.38   (f) ADJ UNCH    2 0
 KD0673
 KD0673.Superseded values are not recommended for survey control.
 KD0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0673.See file dsdata.txt to determine how the superseded data were derived.
 KD0673
 KD0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD406198(NAD 83)
 KD0673_MARKER: DB = BENCH MARK DISK
 KD0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0673_SP_SET: BRIDGE
 KD0673_STAMPING: A 283 1962
 KD0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0673
 KD0673  HISTORY     - Date     Condition        Report By
 KD0673  HISTORY     - 1962     MONUMENTED       CGS
 KD0673
 KD0673                          STATION DESCRIPTION
 KD0673
 KD0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0673'4.2 MI SE FROM HIGGINSVILLE.
 KD0673'4.25 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0673'STATION AT HIGGINSVILLE, 3 FEET EAST OF THE EAST RAIL, SET IN
 KD0673'THE TOP OF THE MORE SOUTHERLY OF TWO PIERS OF THE BRIDGE OVER DAVIS
 KD0673'CREEK, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0678 ***********************************************************************
 KD0678  DESIGNATION -  A 284
 KD0678  PID         -  KD0678
 KD0678  STATE/COUNTY-  MO/LAFAYETTE
 KD0678  USGS QUAD   -  ALMA (1978)
 KD0678
 KD0678                         *CURRENT SURVEY CONTROL
 KD0678  ___________________________________________________________________
 KD0678* NAD 83(1986)-  39 00 11.     (N)    093 32 53.     (W)     SCALED    
 KD0678* NAVD 88     -       212.805  (meters)     698.18   (feet)  ADJUSTED  
 KD0678  ___________________________________________________________________
 KD0678  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KD0678  DYNAMIC HT  -         212.668 (meters)     697.73  (feet)  COMP
 KD0678  MODELED GRAV-     979,977.4   (mgal)                       NAVD 88
 KD0678
 KD0678  VERT ORDER  -  SECOND    CLASS 0
 KD0678
 KD0678.The horizontal coordinates were scaled from a topographic map and have
 KD0678.an estimated accuracy of +/- 6 seconds.
 KD0678
 KD0678.The orthometric height was determined by differential leveling
 KD0678.and adjusted by the National Geodetic Survey in June 1991..
 KD0678
 KD0678.The geoid height was determined by GEOID03.
 KD0678
 KD0678.The dynamic height is computed by dividing the NAVD 88
 KD0678.geopotential number by the normal gravity value computed on the
 KD0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0678.degrees latitude (g = 980.6199 gals.).
 KD0678
 KD0678.The modeled gravity was interpolated from observed gravity values.
 KD0678
 KD0678;                    North         East    Units  Estimated Accuracy
 KD0678;SPC MO W     -   315,220.      932,460.      MT  (+/- 180 meters Scaled)
 KD0678
 KD0678                          SUPERSEDED SURVEY CONTROL
 KD0678
 KD0678  NGVD 29 (??/??/92)  212.716  (m)          697.89   (f) ADJ UNCH    2 0
 KD0678
 KD0678.Superseded values are not recommended for survey control.
 KD0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0678.See file dsdata.txt to determine how the superseded data were derived.
 KD0678
 KD0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD525172(NAD 83)
 KD0678_MARKER: DB = BENCH MARK DISK
 KD0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0678_SP_SET: CULVERT
 KD0678_STAMPING: A 284 1962
 KD0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0678+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 KD0678
 KD0678  HISTORY     - Date     Condition        Report By
 KD0678  HISTORY     - 1962     MONUMENTED       CGS
 KD0678  HISTORY     - 20050429 GOOD             GEOCAC
 KD0678
 KD0678                          STATION DESCRIPTION
 KD0678
 KD0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0678'2.4 MI NE FROM CONCORDIA.
 KD0678'0.55 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 KD0678'AT CONCORDIA, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, THENCE
 KD0678'0.25 MILE EAST ALONG OLD U.S. HIGHWAY 40, THENCE 1.0 MILE NORTH
 KD0678'ALONG A GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD,
 KD0678'10 FEET SOUTH OF THE CENTERLINE OF THE ROAD, SET IN THE NORTHWEST
 KD0678'END OF THE SOUTHEAST CONCRETE ABUTMENT OF AN 8 X 15 FOOT CONCRETE
 KD0678'CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 KD0678
 KD0678                          STATION RECOVERY (2005)
 KD0678
 KD0678'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD0678'2.4 MI NE FROM THE CITY HALL IN CONCORDIA. ABOUT 1.5 MILES NORTH ON
 KD0678'HWY 23 TO DAVIS ROAD, THENCE 0.9 MILES EAST ON DAVIS ROAD TO THE
 KD0678'STATION ON THE RIGHT, 10 FEET SOUTH OF THE CENTERLINE OF THE ROAD, SET
 KD0678'IN THE NORTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF AN 8 X 15
 KD0678'FOOT CONCRETE CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 KD0678' 
 KD0678'HANDHELD COORDINATES N39 00.203 W93 32.894
 KD0678' 
 KD0678' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0440 ***********************************************************************
 KD0440  DESIGNATION -  A 285
 KD0440  PID         -  KD0440
 KD0440  STATE/COUNTY-  MO/SALINE
 KD0440  USGS QUAD   -  BLACKBURN (1978)
 KD0440
 KD0440                         *CURRENT SURVEY CONTROL
 KD0440  ___________________________________________________________________
 KD0440* NAD 83(1986)-  39 06 52.     (N)    093 23 36.     (W)     SCALED    
 KD0440* NAVD 88     -       251.984  (meters)     826.72   (feet)  ADJUSTED  
 KD0440  ___________________________________________________________________
 KD0440  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0440  DYNAMIC HT  -         251.827 (meters)     826.20  (feet)  COMP
 KD0440  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 KD0440
 KD0440  VERT ORDER  -  FIRST     CLASS II
 KD0440
 KD0440.The horizontal coordinates were scaled from a topographic map and have
 KD0440.an estimated accuracy of +/- 6 seconds.
 KD0440
 KD0440.The orthometric height was determined by differential leveling
 KD0440.and adjusted by the National Geodetic Survey in June 1991..
 KD0440
 KD0440.The geoid height was determined by GEOID03.
 KD0440
 KD0440.The dynamic height is computed by dividing the NAVD 88
 KD0440.geopotential number by the normal gravity value computed on the
 KD0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0440.degrees latitude (g = 980.6199 gals.).
 KD0440
 KD0440.The modeled gravity was interpolated from observed gravity values.
 KD0440
 KD0440;                    North         East    Units  Estimated Accuracy
 KD0440;SPC MO C     -   364,520.      422,740.      MT  (+/- 180 meters Scaled)
 KD0440
 KD0440                          SUPERSEDED SURVEY CONTROL
 KD0440
 KD0440  NGVD 29 (??/??/92)  251.905  (m)          826.46   (f) ADJ UNCH    1 2
 KD0440
 KD0440.Superseded values are not recommended for survey control.
 KD0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0440.See file dsdata.txt to determine how the superseded data were derived.
 KD0440
 KD0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD659295(NAD 83)
 KD0440_MARKER: DB = BENCH MARK DISK
 KD0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0440_STAMPING: A 285
 KD0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0440+STABILITY: SURFACE MOTION
 KD0440
 KD0440  HISTORY     - Date     Condition        Report By
 KD0440  HISTORY     - UNK      MONUMENTED       CGS
 KD0440  HISTORY     - 1962     GOOD             NGS
 KD0440
 KD0440                          STATION DESCRIPTION
 KD0440
 KD0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0440'0.7 MI S FROM MT LEONARD.
 KD0440'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE RAILROAD
 KD0440'OVERPASS AT MT. LEONARD, AT A ROAD INTERSECTION, 127 FEET EAST
 KD0440'OF THE CENTERLINE OF THE HIGHWAY, 141 FEET NRTHEAST OF THE
 KD0440'CENTER OF THE INTERSECTION, 57 FEET NORTH OF THE CENTERLINE OF
 KD0440'THE EAST-WEST ROAD, 36 FEET NORTH OF A TELEPHONE POLE WITH A
 KD0440'GUY WIRE, 2.0 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS
 KD0440'POST AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 KD0440'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0821 ***********************************************************************
 KD0821  DESIGNATION -  A 286
 KD0821  PID         -  KD0821
 KD0821  STATE/COUNTY-  MO/LAFAYETTE
 KD0821  USGS QUAD   -  WAVERLY (1979)
 KD0821
 KD0821                         *CURRENT SURVEY CONTROL
 KD0821  ___________________________________________________________________
 KD0821* NAD 83(1986)-  39 11 17.     (N)    093 30 25.     (W)     SCALED    
 KD0821* NAVD 88     -       231.415  (meters)     759.23   (feet)  ADJUSTED  
 KD0821  ___________________________________________________________________
 KD0821  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0821  DYNAMIC HT  -         231.272 (meters)     758.76  (feet)  COMP
 KD0821  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 KD0821
 KD0821  VERT ORDER  -  SECOND    CLASS 0
 KD0821
 KD0821.The horizontal coordinates were scaled from a topographic map and have
 KD0821.an estimated accuracy of +/- 6 seconds.
 KD0821
 KD0821.The orthometric height was determined by differential leveling
 KD0821.and adjusted by the National Geodetic Survey in June 1991..
 KD0821
 KD0821.The geoid height was determined by GEOID03.
 KD0821
 KD0821.The dynamic height is computed by dividing the NAVD 88
 KD0821.geopotential number by the normal gravity value computed on the
 KD0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0821.degrees latitude (g = 980.6199 gals.).
 KD0821
 KD0821.The modeled gravity was interpolated from observed gravity values.
 KD0821
 KD0821;                    North         East    Units  Estimated Accuracy
 KD0821;SPC MO W     -   335,800.      935,790.      MT  (+/- 180 meters Scaled)
 KD0821
 KD0821                          SUPERSEDED SURVEY CONTROL
 KD0821
 KD0821  NGVD 29 (??/??/92)  231.303  (m)          758.87   (f) ADJ UNCH    2 0
 KD0821
 KD0821.Superseded values are not recommended for survey control.
 KD0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0821.See file dsdata.txt to determine how the superseded data were derived.
 KD0821
 KD0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD562377(NAD 83)
 KD0821_MARKER: DB = BENCH MARK DISK
 KD0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0821_SP_SET: CULVERT
 KD0821_STAMPING: A 286 1962
 KD0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0821
 KD0821  HISTORY     - Date     Condition        Report By
 KD0821  HISTORY     - 1962     MONUMENTED       CGS
 KD0821
 KD0821                          STATION DESCRIPTION
 KD0821
 KD0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0821'2.2 MI SE FROM WAVERLY.
 KD0821'0.4 MILES SOUTH ALONG WASHINGTON STREET FROM THE RAILROAD STATION
 KD0821'AT WAVERLY, THENCE 0.75 MILE SOUTHEAST ALONG U.S. HIGHWAY 24,
 KD0821'THENCE 1.05 MILE SOUTH ALONG A COUNTY ROAD, AT THE BOTTOM OF A
 KD0821'HILL, MIDWAY BETWEEN TWO FARM HOUSES, AT A 14 FOOT BOX CULVERT, IN
 KD0821'THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL, 15.8
 KD0821'FEET WEST OF THE CENTERLINE OF THE ROAD, 0.8 FOOT SOUTH OF THE
 KD0821'NORTH EDGE OF THE HEADWALL, ABOUT 2 FEET ABOVE THE ROAD, A DISK,
 KD0821'DRILLED HORIZONTALLY IN THE CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0719 ***********************************************************************
 KD0719  DESIGNATION -  A 287
 KD0719  PID         -  KD0719
 KD0719  STATE/COUNTY-  MO/LAFAYETTE
 KD0719  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0719
 KD0719                         *CURRENT SURVEY CONTROL
 KD0719  ___________________________________________________________________
 KD0719* NAD 83(1986)-  39 05 58.     (N)    093 38 26.     (W)     SCALED    
 KD0719* NAVD 88     -       267.114  (meters)     876.36   (feet)  ADJUSTED  
 KD0719  ___________________________________________________________________
 KD0719  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0719  DYNAMIC HT  -         266.945 (meters)     875.80  (feet)  COMP
 KD0719  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 KD0719
 KD0719  VERT ORDER  -  SECOND    CLASS 0
 KD0719
 KD0719.The horizontal coordinates were scaled from a topographic map and have
 KD0719.an estimated accuracy of +/- 6 seconds.
 KD0719
 KD0719.The orthometric height was determined by differential leveling
 KD0719.and adjusted by the National Geodetic Survey in June 1991..
 KD0719
 KD0719.The geoid height was determined by GEOID03.
 KD0719
 KD0719.The dynamic height is computed by dividing the NAVD 88
 KD0719.geopotential number by the normal gravity value computed on the
 KD0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0719.degrees latitude (g = 980.6199 gals.).
 KD0719
 KD0719.The modeled gravity was interpolated from observed gravity values.
 KD0719
 KD0719;                    North         East    Units  Estimated Accuracy
 KD0719;SPC MO W     -   325,840.      924,340.      MT  (+/- 180 meters Scaled)
 KD0719
 KD0719                          SUPERSEDED SURVEY CONTROL
 KD0719
 KD0719  NGVD 29 (??/??/92)  267.018  (m)          876.04   (f) ADJ UNCH    2 0
 KD0719
 KD0719.Superseded values are not recommended for survey control.
 KD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0719.See file dsdata.txt to determine how the superseded data were derived.
 KD0719
 KD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD446280(NAD 83)
 KD0719_MARKER: DB = BENCH MARK DISK
 KD0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0719_SP_SET: STONE
 KD0719_STAMPING: A 287 1962
 KD0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0719+STABILITY: SURFACE MOTION
 KD0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0719+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 KD0719
 KD0719  HISTORY     - Date     Condition        Report By
 KD0719  HISTORY     - 1962     MONUMENTED       CGS
 KD0719  HISTORY     - 20050429 GOOD             GEOCAC
 KD0719
 KD0719                          STATION DESCRIPTION
 KD0719
 KD0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0719'AT CORDER.
 KD0719'AT CORDER, SET VERTICALLY IN THE WEST FACE OF THE STONE FOUNDATION
 KD0719'OF THE CORDER BANK, 8.6 FEET NORTH OF THE CENTER OF THE ENTRANCE,
 KD0719'4.4 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 0.7
 KD0719'FOOT ABOVE THE LEVEL OF THE SIDEWALK, AND ABOUT LEVEL WITH
 KD0719'MAIN STREET.
 KD0719
 KD0719                          STATION RECOVERY (2005)
 KD0719
 KD0719'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD0719'AT CORDER, AT THE SOUTHEAST CORNER OF HWY V AND WALL STREET, SET
 KD0719'VERTICALLY IN THE WEST FACE OF THE STONE FOUNDATION OF THE CORDER
 KD0719'BANK, 8.6 FEET NORTH OF THE CENTER OF THE ENTRANCE, 4.4 FEET SOUTH OF
 KD0719'THE NORTHWEST CORNER OF THE BUILDING, 0.5 FOOT ABOVE THE LEVEL OF THE
 KD0719'SIDEWALK, AND ABOUT 1.5 FEET ABOVE MAIN STREET.
 KD0719' 
 KD0719'THE BUILDING HAS BEEN FACED WITH A BRICK VENEER, AND ONE BRICK WAS
 KD0719'OMITTED TO ALLOW ACCESS TO THE DISK.
 KD0719' 
 KD0719' 
 KD0719' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0916 ***********************************************************************
 JD0916  DESIGNATION -  A 288
 JD0916  PID         -  JD0916
 JD0916  STATE/COUNTY-  MO/PETTIS
 JD0916  USGS QUAD   -  BEAMAN (1978)
 JD0916
 JD0916                         *CURRENT SURVEY CONTROL
 JD0916  ___________________________________________________________________
 JD0916* NAD 83(1986)-  38 49 13.     (N)    093 13 07.     (W)     SCALED    
 JD0916* NAVD 88     -       234.072  (meters)     767.95   (feet)  ADJUSTED  
 JD0916  ___________________________________________________________________
 JD0916  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0916  DYNAMIC HT  -         233.918 (meters)     767.45  (feet)  COMP
 JD0916  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 JD0916
 JD0916  VERT ORDER  -  SECOND    CLASS 0
 JD0916
 JD0916.The horizontal coordinates were scaled from a topographic map and have
 JD0916.an estimated accuracy of +/- 6 seconds.
 JD0916
 JD0916.The orthometric height was determined by differential leveling
 JD0916.and adjusted by the National Geodetic Survey in June 1991..
 JD0916
 JD0916.The geoid height was determined by GEOID03.
 JD0916
 JD0916.The dynamic height is computed by dividing the NAVD 88
 JD0916.geopotential number by the normal gravity value computed on the
 JD0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0916.degrees latitude (g = 980.6199 gals.).
 JD0916
 JD0916.The modeled gravity was interpolated from observed gravity values.
 JD0916
 JD0916;                    North         East    Units  Estimated Accuracy
 JD0916;SPC MO C     -   331,730.      437,600.      MT  (+/- 180 meters Scaled)
 JD0916
 JD0916                          SUPERSEDED SURVEY CONTROL
 JD0916
 JD0916  NGVD 29 (??/??/92)  233.981  (m)          767.65   (f) ADJ UNCH    2 0
 JD0916
 JD0916.Superseded values are not recommended for survey control.
 JD0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0916.See file dsdata.txt to determine how the superseded data were derived.
 JD0916
 JD0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC810968(NAD 83)
 JD0916_MARKER: DB = BENCH MARK DISK
 JD0916_SETTING: 66 = SET IN ROCK OUTCROP
 JD0916_SP_SET: ROCK OUTCROP
 JD0916_STAMPING: A 288 1962
 JD0916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0916+STABILITY: POSITION/ELEVATION WELL
 JD0916
 JD0916  HISTORY     - Date     Condition        Report By
 JD0916  HISTORY     - 1962     MONUMENTED       CGS
 JD0916
 JD0916                          STATION DESCRIPTION
 JD0916
 JD0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0916'7.4 MI N FROM SEDALIA.
 JD0916'ABOUT 0.25 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0916'THE STATION AT SEDALIA, THENCE 7.2 MILES NORTH ALONG U.S. HIGHWAY
 JD0916'65, ON THE INSIDE OF A CURVE IN THE HIGHWAY, AT THE BASE OF A
 JD0916'LIMESTONE ROCK CLIFF, ACROSS THE HIGHWAY FROM A PARKING AREA
 JD0916'ALONG THE HIGHWAY, IN THE EAST FACE OF A LIMESTONE OUT CROP, 45.2
 JD0916'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 0.6 FOOT ABOVE THE
 JD0916'GROUND, ABOUT LEVEL WITH THE HIGHWAY, A DISK DRILLED VERTICALLY
 JD0916'IN THE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0531 ***********************************************************************
 JD0531  DESIGNATION -  A 289
 JD0531  PID         -  JD0531
 JD0531  STATE/COUNTY-  MO/COOPER
 JD0531  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0531
 JD0531                         *CURRENT SURVEY CONTROL
 JD0531  ___________________________________________________________________
 JD0531* NAD 83(1986)-  38 58 15.     (N)    092 55 38.     (W)     SCALED    
 JD0531* NAVD 88     -       228.287  (meters)     748.97   (feet)  ADJUSTED  
 JD0531  ___________________________________________________________________
 JD0531  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0531  DYNAMIC HT  -         228.142 (meters)     748.50  (feet)  COMP
 JD0531  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JD0531
 JD0531  VERT ORDER  -  SECOND    CLASS 0
 JD0531
 JD0531.The horizontal coordinates were scaled from a topographic map and have
 JD0531.an estimated accuracy of +/- 6 seconds.
 JD0531
 JD0531.The orthometric height was determined by differential leveling
 JD0531.and adjusted by the National Geodetic Survey in June 1991..
 JD0531
 JD0531.The geoid height was determined by GEOID03.
 JD0531
 JD0531.The dynamic height is computed by dividing the NAVD 88
 JD0531.geopotential number by the normal gravity value computed on the
 JD0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0531.degrees latitude (g = 980.6199 gals.).
 JD0531
 JD0531.The modeled gravity was interpolated from observed gravity values.
 JD0531
 JD0531;                    North         East    Units  Estimated Accuracy
 JD0531;SPC MO C     -   348,280.      462,980.      MT  (+/- 180 meters Scaled)
 JD0531
 JD0531                          SUPERSEDED SURVEY CONTROL
 JD0531
 JD0531  NGVD 29 (??/??/92)  228.218  (m)          748.75   (f) ADJ UNCH    2 0
 JD0531
 JD0531.Superseded values are not recommended for survey control.
 JD0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0531.See file dsdata.txt to determine how the superseded data were derived.
 JD0531
 JD0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD063135(NAD 83)
 JD0531_MARKER: DB = BENCH MARK DISK
 JD0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0531_STAMPING: A 289 1962
 JD0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0531+STABILITY: SURFACE MOTION
 JD0531
 JD0531  HISTORY     - Date     Condition        Report By
 JD0531  HISTORY     - 1962     MONUMENTED       CGS
 JD0531
 JD0531                          STATION DESCRIPTION
 JD0531
 JD0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0531'3.6 MI NW FROM LAMINE.
 JD0531'ABOUT 3.6 MILES NORTHWEST ALONG STATE HIGHWAY 41 FROM THE
 JD0531'RAILROAD CROSSING AT LAMINE, ON THE OUTSIDE OF A CURVE, AT THE
 JD0531'NORTHEAST CORNER OF A FARM YARD, 39 FEET WEST OF THE CENTERLINE OF
 JD0531'THE HIGHWAY, 31 FEET NORTH OF A CORNER FENCE POST, 1.8 FEET
 JD0531'SOUTHEAST OF A TELEPHONE POLE 0.9 FEET EAST OF A FENCE, 1.4 FEET
 JD0531'NORTH OF A WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY, AND SET
 JD0531'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0351 ***********************************************************************
 HD0351  DESIGNATION -  A 29
 HD0351  PID         -  HD0351
 HD0351  STATE/COUNTY-  MO/LACLEDE
 HD0351  USGS QUAD   -  RUSS (1979)
 HD0351
 HD0351                         *CURRENT SURVEY CONTROL
 HD0351  ___________________________________________________________________
 HD0351* NAD 83(1986)-  37 32 13.     (N)    092 35 25.     (W)     SCALED    
 HD0351* NAVD 88     -       322.306  (meters)    1057.43   (feet)  ADJUSTED  
 HD0351  ___________________________________________________________________
 HD0351  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HD0351  DYNAMIC HT  -         322.058 (meters)    1056.62  (feet)  COMP
 HD0351  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 HD0351
 HD0351  VERT ORDER  -  SECOND    CLASS 0
 HD0351
 HD0351.The horizontal coordinates were scaled from a topographic map and have
 HD0351.an estimated accuracy of +/- 6 seconds.
 HD0351
 HD0351.The orthometric height was determined by differential leveling
 HD0351.and adjusted by the National Geodetic Survey in June 1991..
 HD0351
 HD0351.The geoid height was determined by GEOID03.
 HD0351
 HD0351.The dynamic height is computed by dividing the NAVD 88
 HD0351.geopotential number by the normal gravity value computed on the
 HD0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0351.degrees latitude (g = 980.6199 gals.).
 HD0351
 HD0351.The modeled gravity was interpolated from observed gravity values.
 HD0351
 HD0351;                    North         East    Units  Estimated Accuracy
 HD0351;SPC MO C     -   189,040.      492,020.      MT  (+/- 180 meters Scaled)
 HD0351
 HD0351                          SUPERSEDED SURVEY CONTROL
 HD0351
 HD0351  NGVD 29 (??/??/92)  322.190  (m)         1057.05   (f) ADJ UNCH    2 0
 HD0351
 HD0351.Superseded values are not recommended for survey control.
 HD0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0351.See file dsdata.txt to determine how the superseded data were derived.
 HD0351
 HD0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB361545(NAD 83)
 HD0351_MARKER: DB = BENCH MARK DISK
 HD0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0351_SP_SET: ABUTMENT
 HD0351_STAMPING: A 29 1934
 HD0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0351+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2001
 HD0351
 HD0351  HISTORY     - Date     Condition        Report By
 HD0351  HISTORY     - 1934     MONUMENTED       CGS
 HD0351  HISTORY     - 20010125 GOOD             LOCENG
 HD0351
 HD0351                          STATION DESCRIPTION
 HD0351
 HD0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0351'11.8 MI S FROM LEBANON.
 HD0351'11.8 MILES SOUTH ALONG STATE HIGHWAY 5 FROM LEBANON, 200 YARDS
 HD0351'NORTH OF THE BRIDGE OVER OSAGE FORK RIVER, AT A FLOODWATER
 HD0351'BRIDGE, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH
 HD0351'CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED A 29 1934.
 HD0351
 HD0351                          STATION RECOVERY (2001)
 HD0351
 HD0351'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (CMC)
 HD0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1197 ***********************************************************************
 JD1197  DESIGNATION -  A 290
 JD1197  PID         -  JD1197
 JD1197  STATE/COUNTY-  MO/SALINE
 JD1197  USGS QUAD   -  LONGWOOD (1979)
 JD1197
 JD1197                         *CURRENT SURVEY CONTROL
 JD1197  ___________________________________________________________________
 JD1197* NAD 83(1986)-  38 56 16.     (N)    093 13 53.     (W)     SCALED    
 JD1197* NAVD 88     -       224.714  (meters)     737.25   (feet)  ADJUSTED  
 JD1197  ___________________________________________________________________
 JD1197  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD1197  DYNAMIC HT  -         224.570 (meters)     736.78  (feet)  COMP
 JD1197  MODELED GRAV-     979,986.1   (mgal)                       NAVD 88
 JD1197
 JD1197  VERT ORDER  -  SECOND    CLASS 0
 JD1197
 JD1197.The horizontal coordinates were scaled from a topographic map and have
 JD1197.an estimated accuracy of +/- 6 seconds.
 JD1197
 JD1197.The orthometric height was determined by differential leveling
 JD1197.and adjusted by the National Geodetic Survey in June 1991..
 JD1197
 JD1197.The geoid height was determined by GEOID03.
 JD1197
 JD1197.The dynamic height is computed by dividing the NAVD 88
 JD1197.geopotential number by the normal gravity value computed on the
 JD1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1197.degrees latitude (g = 980.6199 gals.).
 JD1197
 JD1197.The modeled gravity was interpolated from observed gravity values.
 JD1197
 JD1197;                    North         East    Units  Estimated Accuracy
 JD1197;SPC MO C     -   344,780.      436,590.      MT  (+/- 180 meters Scaled)
 JD1197
 JD1197                          SUPERSEDED SURVEY CONTROL
 JD1197
 JD1197  NGVD 29 (??/??/92)  224.629  (m)          736.97   (f) ADJ UNCH    2 0
 JD1197
 JD1197.Superseded values are not recommended for survey control.
 JD1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1197.See file dsdata.txt to determine how the superseded data were derived.
 JD1197
 JD1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD799098(NAD 83)
 JD1197_MARKER: DB = BENCH MARK DISK
 JD1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1197_STAMPING: A 290 1962
 JD1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1197+STABILITY: SURFACE MOTION
 JD1197
 JD1197  HISTORY     - Date     Condition        Report By
 JD1197  HISTORY     - 1962     MONUMENTED       CGS
 JD1197  HISTORY     - 1963     GOOD             NGS
 JD1197
 JD1197                          STATION DESCRIPTION
 JD1197
 JD1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1197'17.5 MI N FROM SEDALIA.
 JD1197'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1197'THE STATION AT SEDALIA, THENCE 15.15 MILE NORTH ALONG U.S.
 JD1197'HIGHWAY 65, THENCE 1.3 MILE WEST ALONG COUNTY ROAD CC, AT A T ROAD
 JD1197'INTERSECTION, TRACK ROAD NORTH, 36 FEET WEST OF THE ROAD, 9 FEET
 JD1197'SOUTH OF THE CENTER OF A GATE, 1.5 FEET EAST OF A FENCE LINE,
 JD1197'1.4 FEET NORTH OF A WITNESS POST, ABOUT 1.5 FEET HIGHER THAN THE
 JD1197'ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1231 ***********************************************************************
 JD1231  DESIGNATION -  A 291
 JD1231  PID         -  JD1231
 JD1231  STATE/COUNTY-  MO/PETTIS
 JD1231  USGS QUAD   -  HOUSTONIA (1973)
 JD1231
 JD1231                         *CURRENT SURVEY CONTROL
 JD1231  ___________________________________________________________________
 JD1231* NAD 83(1986)-  38 52 58.     (N)    093 18 17.     (W)     SCALED    
 JD1231* NAVD 88     -       230.580  (meters)     756.49   (feet)  ADJUSTED  
 JD1231  ___________________________________________________________________
 JD1231  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1231  DYNAMIC HT  -         230.430 (meters)     756.00  (feet)  COMP
 JD1231  MODELED GRAV-     979,973.2   (mgal)                       NAVD 88
 JD1231
 JD1231  VERT ORDER  -  SECOND    CLASS 0
 JD1231
 JD1231.The horizontal coordinates were scaled from a topographic map and have
 JD1231.an estimated accuracy of +/- 6 seconds.
 JD1231
 JD1231.The orthometric height was determined by differential leveling
 JD1231.and adjusted by the National Geodetic Survey in June 1991..
 JD1231
 JD1231.The geoid height was determined by GEOID03.
 JD1231
 JD1231.The dynamic height is computed by dividing the NAVD 88
 JD1231.geopotential number by the normal gravity value computed on the
 JD1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1231.degrees latitude (g = 980.6199 gals.).
 JD1231
 JD1231.The modeled gravity was interpolated from observed gravity values.
 JD1231
 JD1231;                    North         East    Units  Estimated Accuracy
 JD1231;SPC MO C     -   338,730.      430,180.      MT  (+/- 180 meters Scaled)
 JD1231
 JD1231                          SUPERSEDED SURVEY CONTROL
 JD1231
 JD1231  NGVD 29 (??/??/92)  230.493  (m)          756.21   (f) ADJ UNCH    2 0
 JD1231
 JD1231.Superseded values are not recommended for survey control.
 JD1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1231.See file dsdata.txt to determine how the superseded data were derived.
 JD1231
 JD1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD735038(NAD 83)
 JD1231_MARKER: DB = BENCH MARK DISK
 JD1231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1231_SP_SET: BRIDGE
 JD1231_STAMPING: A 291 1963
 JD1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1231
 JD1231  HISTORY     - Date     Condition        Report By
 JD1231  HISTORY     - 1963     MONUMENTED       CGS
 JD1231
 JD1231                          STATION DESCRIPTION
 JD1231
 JD1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1231'12.6 MI SE FROM SWEET SPRINGS.
 JD1231'ABOUT 3.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE ELEMENTARY
 JD1231'SCHOOL AT SWEET SPRINGS, THENCE 2.5 MILES EAST ALONG A COUNTY
 JD1231'ROAD, THENCE 0.8 MILE SOUTH ALONG COUNTY ROAD M, THENCE 2.9 MILES
 JD1231'EAST ALONG A COUNTY ROAD, THENCE 2.6 MILES SOUTH ALONG A COUNTY
 JD1231'ROAD, 12.4 FEET WEST OF THE CENTERLINE OF THE ROAD, SET IN THE
 JD1231'TOP OF THE SOUTH END OF THE WEST CONCRETE WINGWALL OF A STEEL
 JD1231'BRIDGE, 0.9 FOOT NORTH OF THE SOUTH EDGE OF THE WINGWALL, AND
 JD1231'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0572 ***********************************************************************
 JD0572  DESIGNATION -  A 292
 JD0572  PID         -  JD0572
 JD0572  STATE/COUNTY-  MO/COOPER
 JD0572  USGS QUAD   -  BUNCETON (1979)
 JD0572
 JD0572                         *CURRENT SURVEY CONTROL
 JD0572  ___________________________________________________________________
 JD0572* NAD 83(1986)-  38 52 22.     (N)    092 51 58.     (W)     SCALED    
 JD0572* NAVD 88     -       211.912  (meters)     695.25   (feet)  ADJUSTED  
 JD0572  ___________________________________________________________________
 JD0572  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0572  DYNAMIC HT  -         211.774 (meters)     694.80  (feet)  COMP
 JD0572  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 JD0572
 JD0572  VERT ORDER  -  SECOND    CLASS 0
 JD0572
 JD0572.The horizontal coordinates were scaled from a topographic map and have
 JD0572.an estimated accuracy of +/- 6 seconds.
 JD0572
 JD0572.The orthometric height was determined by differential leveling
 JD0572.and adjusted by the National Geodetic Survey in June 1991..
 JD0572
 JD0572.The geoid height was determined by GEOID03.
 JD0572
 JD0572.The dynamic height is computed by dividing the NAVD 88
 JD0572.geopotential number by the normal gravity value computed on the
 JD0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0572.degrees latitude (g = 980.6199 gals.).
 JD0572
 JD0572.The modeled gravity was interpolated from observed gravity values.
 JD0572
 JD0572;                    North         East    Units  Estimated Accuracy
 JD0572;SPC MO C     -   337,370.      468,230.      MT  (+/- 180 meters Scaled)
 JD0572
 JD0572                          SUPERSEDED SURVEY CONTROL
 JD0572
 JD0572  NGVD 29 (??/??/92)  211.834  (m)          694.99   (f) ADJ UNCH    2 0
 JD0572
 JD0572.Superseded values are not recommended for survey control.
 JD0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0572.See file dsdata.txt to determine how the superseded data were derived.
 JD0572
 JD0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD116026(NAD 83)
 JD0572_MARKER: DB = BENCH MARK DISK
 JD0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0572_STAMPING: A 292 1963
 JD0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0572+STABILITY: SURFACE MOTION
 JD0572
 JD0572  HISTORY     - Date     Condition        Report By
 JD0572  HISTORY     - 1963     MONUMENTED       CGS
 JD0572
 JD0572                          STATION DESCRIPTION
 JD0572
 JD0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0572'2.9 MI SE FROM PILOT GROVE.
 JD0572'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 135 FROM THE INTERSECTION
 JD0572'OF COUNTY ROAD M AT PILOT GROVE, THENCE 1.9 MILES SOUTHEAST
 JD0572'ALONG A COUNTY ROAD, NEAR THE CREST OF A HILL, 68 FEET EAST
 JD0572'OF THE CENTERLINE OF THE ROAD, 68.5 FEET SOUTH OF THE SOUTHWEST
 JD0572'CORNER OF THE FOUNDATION OF AN ABANDONED SCHOOLHOUSE, 31.8
 JD0572'FEET NORTH OF AN EAST-WEST FENCE, 1.2 FEET SOUTH OF A WITNESS
 JD0572'POST, ABOUT 9 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 JD0572'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0744 ***********************************************************************
 KD0744  DESIGNATION -  A 293
 KD0744  PID         -  KD0744
 KD0744  STATE/COUNTY-  MO/LAFAYETTE
 KD0744  USGS QUAD   -  MAYVIEW (1979)
 KD0744
 KD0744                         *CURRENT SURVEY CONTROL
 KD0744  ___________________________________________________________________
 KD0744* NAD 83(1986)-  39 00 06.     (N)    093 47 14.     (W)     SCALED    
 KD0744* NAVD 88     -       245.111  (meters)     804.17   (feet)  ADJUSTED  
 KD0744  ___________________________________________________________________
 KD0744  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD0744  DYNAMIC HT  -         244.953 (meters)     803.65  (feet)  COMP
 KD0744  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 KD0744
 KD0744  VERT ORDER  -  SECOND    CLASS 0
 KD0744
 KD0744.The horizontal coordinates were scaled from a topographic map and have
 KD0744.an estimated accuracy of +/- 6 seconds.
 KD0744
 KD0744.The orthometric height was determined by differential leveling
 KD0744.and adjusted by the National Geodetic Survey in June 1991..
 KD0744
 KD0744.The geoid height was determined by GEOID03.
 KD0744
 KD0744.The dynamic height is computed by dividing the NAVD 88
 KD0744.geopotential number by the normal gravity value computed on the
 KD0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0744.degrees latitude (g = 980.6199 gals.).
 KD0744
 KD0744.The modeled gravity was interpolated from observed gravity values.
 KD0744
 KD0744;                    North         East    Units  Estimated Accuracy
 KD0744;SPC MO W     -   314,880.      911,740.      MT  (+/- 180 meters Scaled)
 KD0744
 KD0744                          SUPERSEDED SURVEY CONTROL
 KD0744
 KD0744  NGVD 29 (??/??/92)  245.017  (m)          803.86   (f) ADJ UNCH    2 0
 KD0744
 KD0744.Superseded values are not recommended for survey control.
 KD0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0744.See file dsdata.txt to determine how the superseded data were derived.
 KD0744
 KD0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD318172(NAD 83)
 KD0744_MARKER: DB = BENCH MARK DISK
 KD0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0744_STAMPING: A 293 1962
 KD0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0744+STABILITY: SURFACE MOTION
 KD0744
 KD0744  HISTORY     - Date     Condition        Report By
 KD0744  HISTORY     - 1962     MONUMENTED       CGS
 KD0744  HISTORY     - 1963     GOOD             NGS
 KD0744  HISTORY     - 20060904 GOOD             GEOCAC
 KD0744
 KD0744                          STATION DESCRIPTION
 KD0744
 KD0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0744'9.6 MI E FROM ODESSA.
 KD0744'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0744'AT ODESSA, THENCE 8.9 MILES EAST ALONG INTERSTATE HIGHWAY 70,
 KD0744'NEAR THE BOTTOM OF A SMALL DRAW, 125 FEET NORTH OF THE CENTERLINE
 KD0744'OF THE WESTBOUND TRAFFIC LANE OF THE HIGHWAY, 32 FEET NORTH OF THE
 KD0744'CENTERLINE OF AN ACCESS ROAD, UNDER A POWER LINE AND 2 FEET EAST
 KD0744'OF A POWER POLE, 1.5 FEET WEST OF A WITNESS POST, ABOUT 5 FEET
 KD0744'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KD0744'POST PROJECTING 0.5 FOOT.
 KD0744
 KD0744                          STATION RECOVERY (2006)
 KD0744
 KD0744'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0744'HH2 N39 00 08.7 W93 47 13.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0781 ***********************************************************************
 KD0781  DESIGNATION -  A 294
 KD0781  PID         -  KD0781
 KD0781  STATE/COUNTY-  MO/LAFAYETTE
 KD0781  USGS QUAD   -  ODESSA NORTH (1978)
 KD0781
 KD0781                         *CURRENT SURVEY CONTROL
 KD0781  ___________________________________________________________________
 KD0781* NAD 83(1986)-  39 05 16.     (N)    093 53 02.     (W)     SCALED    
 KD0781* NAVD 88     -       244.611  (meters)     802.53   (feet)  ADJUSTED  
 KD0781  ___________________________________________________________________
 KD0781  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0781  DYNAMIC HT  -         244.456 (meters)     802.02  (feet)  COMP
 KD0781  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 KD0781
 KD0781  VERT ORDER  -  SECOND    CLASS 0
 KD0781
 KD0781.The horizontal coordinates were scaled from a topographic map and have
 KD0781.an estimated accuracy of +/- 6 seconds.
 KD0781
 KD0781.The orthometric height was determined by differential leveling
 KD0781.and adjusted by the National Geodetic Survey in June 1991..
 KD0781
 KD0781.The geoid height was determined by GEOID03.
 KD0781
 KD0781.The dynamic height is computed by dividing the NAVD 88
 KD0781.geopotential number by the normal gravity value computed on the
 KD0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0781.degrees latitude (g = 980.6199 gals.).
 KD0781
 KD0781.The modeled gravity was interpolated from observed gravity values.
 KD0781
 KD0781;                    North         East    Units  Estimated Accuracy
 KD0781;SPC MO W     -   324,370.      903,300.      MT  (+/- 180 meters Scaled)
 KD0781
 KD0781                          SUPERSEDED SURVEY CONTROL
 KD0781
 KD0781  NGVD 29 (??/??/92)  244.510  (m)          802.20   (f) ADJ UNCH    2 0
 KD0781
 KD0781.Superseded values are not recommended for survey control.
 KD0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0781.See file dsdata.txt to determine how the superseded data were derived.
 KD0781
 KD0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD235268(NAD 83)
 KD0781_MARKER: DB = BENCH MARK DISK
 KD0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0781_SP_SET: CULVERT
 KD0781_STAMPING: A 294 1962
 KD0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0781
 KD0781  HISTORY     - Date     Condition        Report By
 KD0781  HISTORY     - 1962     MONUMENTED       CGS
 KD0781  HISTORY     - 20050429 MARK NOT FOUND   GEOCAC
 KD0781
 KD0781                          STATION DESCRIPTION
 KD0781
 KD0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0781'6.8 MI S FROM LEXINGTON.
 KD0781'0.4 MILE SOUTH ALONG 20TH STREET FROM THE RAILROAD STATION AT
 KD0781'LEXINGTON, THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 13, THENCE
 KD0781'4.65 MILES SOUTH ALONG COUNTY ROAD O, SET IN THE NORTH END OF THE
 KD0781'EAST CONCRETE HEADWALL OF AN 8 X 6 FOOT CONCRETE CULVERT, 12 FEET
 KD0781'EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 KD0781'ROAD.
 KD0781
 KD0781                          STATION RECOVERY (2005)
 KD0781
 KD0781'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD0781'TOP SURFACE OF THE HEADWALL IS VERY DETERIORATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2018 ***********************************************************************
 JD2018  DESIGNATION -  A 295
 JD2018  PID         -  JD2018
 JD2018  STATE/COUNTY-  MO/LAFAYETTE
 JD2018  USGS QUAD   -  FAYETTEVILLE (1963)
 JD2018
 JD2018                         *CURRENT SURVEY CONTROL
 JD2018  ___________________________________________________________________
 JD2018* NAD 83(1986)-  38 52 54.     (N)    093 49 57.     (W)     SCALED    
 JD2018* NAVD 88     -       263.445  (meters)     864.32   (feet)  ADJUSTED  
 JD2018  ___________________________________________________________________
 JD2018  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2018  DYNAMIC HT  -         263.271 (meters)     863.75  (feet)  COMP
 JD2018  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 JD2018
 JD2018  VERT ORDER  -  SECOND    CLASS 0
 JD2018
 JD2018.The horizontal coordinates were scaled from a topographic map and have
 JD2018.an estimated accuracy of +/- 6 seconds.
 JD2018
 JD2018.The orthometric height was determined by differential leveling
 JD2018.and adjusted by the National Geodetic Survey in June 1991..
 JD2018
 JD2018.The geoid height was determined by GEOID03.
 JD2018
 JD2018.The dynamic height is computed by dividing the NAVD 88
 JD2018.geopotential number by the normal gravity value computed on the
 JD2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2018.degrees latitude (g = 980.6199 gals.).
 JD2018
 JD2018.The modeled gravity was interpolated from observed gravity values.
 JD2018
 JD2018;                    North         East    Units  Estimated Accuracy
 JD2018;SPC MO W     -   301,530.      907,920.      MT  (+/- 180 meters Scaled)
 JD2018
 JD2018                          SUPERSEDED SURVEY CONTROL
 JD2018
 JD2018  NGVD 29 (??/??/92)  263.350  (m)          864.01   (f) ADJ UNCH    2 0
 JD2018
 JD2018.Superseded values are not recommended for survey control.
 JD2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2018.See file dsdata.txt to determine how the superseded data were derived.
 JD2018
 JD2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD277039(NAD 83)
 JD2018_MARKER: DB = BENCH MARK DISK
 JD2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2018_STAMPING: A 295 1962
 JD2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2018+STABILITY: SURFACE MOTION
 JD2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2018+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JD2018
 JD2018  HISTORY     - Date     Condition        Report By
 JD2018  HISTORY     - 1962     MONUMENTED       CGS
 JD2018  HISTORY     - 1963     GOOD             NGS
 JD2018  HISTORY     - 20050901 GOOD             INDIV
 JD2018
 JD2018                          STATION DESCRIPTION
 JD2018
 JD2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2018'20 MI S FROM HIGGINSVILLE.
 JD2018'ABOUT 12.2 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 JD2018'AT HIGGINSVILLE, THENCE 2.05 MILES SOUTHWEST ALONG A GRAVELED
 JD2018'ROAD, THENCE 2.4 MILES WEST ALONG COUNTY ROAD H, THENCE 1.55 MILES
 JD2018'SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.8 MILES SOUTHWEST ALONG
 JD2018'A GRAVELED ROAD, UNDER A POWER LINE, 34 FEET SOUTHWEST OF THE
 JD2018'CENTER OF A ROAD JUNCTION, 28.5 FEET WEST OF THE CENTERLINE OF THE
 JD2018'GRAVELED ROAD, 3 FEET NORTH OF A POWER POLE BRACED BY 2 GUY WIRES,
 JD2018'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD2018'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD2018
 JD2018                          STATION RECOVERY (2005)
 JD2018
 JD2018'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0095 ***********************************************************************
 JE0095  DESIGNATION -  A 296
 JE0095  PID         -  JE0095
 JE0095  STATE/COUNTY-  MO/CASS
 JE0095  USGS QUAD   -  STRASBURG (1990)
 JE0095
 JE0095                         *CURRENT SURVEY CONTROL
 JE0095  ___________________________________________________________________
 JE0095* NAD 83(1986)-  38 45 48.     (N)    094 11 15.     (W)     SCALED    
 JE0095* NAVD 88     -       274.313  (meters)     899.98   (feet)  ADJUSTED  
 JE0095  ___________________________________________________________________
 JE0095  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JE0095  DYNAMIC HT  -         274.128 (meters)     899.37  (feet)  COMP
 JE0095  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 JE0095
 JE0095  VERT ORDER  -  FIRST     CLASS II
 JE0095
 JE0095.The horizontal coordinates were scaled from a topographic map and have
 JE0095.an estimated accuracy of +/- 6 seconds.
 JE0095
 JE0095.The orthometric height was determined by differential leveling
 JE0095.and adjusted by the National Geodetic Survey in June 1991..
 JE0095
 JE0095.The geoid height was determined by GEOID03.
 JE0095
 JE0095.The dynamic height is computed by dividing the NAVD 88
 JE0095.geopotential number by the normal gravity value computed on the
 JE0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0095.degrees latitude (g = 980.6199 gals.).
 JE0095
 JE0095.The modeled gravity was interpolated from observed gravity values.
 JE0095
 JE0095;                    North         East    Units  Estimated Accuracy
 JE0095;SPC MO W     -   288,220.      877,160.      MT  (+/- 180 meters Scaled)
 JE0095
 JE0095                          SUPERSEDED SURVEY CONTROL
 JE0095
 JE0095  NGVD 29 (??/??/92)  274.212  (m)          899.64   (f) ADJ UNCH    1 2
 JE0095
 JE0095.Superseded values are not recommended for survey control.
 JE0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0095.See file dsdata.txt to determine how the superseded data were derived.
 JE0095
 JE0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC968911(NAD 83)
 JE0095_MARKER: DB = BENCH MARK DISK
 JE0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0095_STAMPING: A 296 1963
 JE0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0095+STABILITY: SURFACE MOTION
 JE0095
 JE0095  HISTORY     - Date     Condition        Report By
 JE0095  HISTORY     - 1963     MONUMENTED       CGS
 JE0095  HISTORY     - 20051203 GOOD             INDIV
 JE0095
 JE0095                          STATION DESCRIPTION
 JE0095
 JE0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0095'5 MI E FROM PLEASANT HILL.
 JE0095'ABOUT 5.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0095'FROM THE STATION AT PLEASANT HILL, UNDER A POWER LINE AND
 JE0095'131.5 FEET SOUTHEAST OF A ROAD CROSSING, 32 FEET SOUTH OF THE
 JE0095'SOUTH RAIL, 2.5 FEET WEST OF A POWER POLE, 1.5 FEET EAST OF
 JE0095'A WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND
 JE0095'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JE0095
 JE0095                          STATION RECOVERY (2005)
 JE0095
 JE0095'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0095'THE POWER POLE AND POWER LINE HAVE BEEN REMOVED.
 JE0095' 
 JE0095'THE REFERENCED ROAD CROSSING IN THE 1963 LOG IS A PRIVATE DRIVEWAY
 JE0095'THAT LEADS NORTH FROM HIGHWAY 58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0612 ***********************************************************************
 JD0612  DESIGNATION -  A 297
 JD0612  PID         -  JD0612
 JD0612  STATE/COUNTY-  MO/COOPER
 JD0612  USGS QUAD   -  PILOT GROVE SOUTH (1979)
 JD0612
 JD0612                         *CURRENT SURVEY CONTROL
 JD0612  ___________________________________________________________________
 JD0612* NAD 83(1986)-  38 48 10.     (N)    092 53 39.     (W)     SCALED    
 JD0612* NAVD 88     -       253.363  (meters)     831.24   (feet)  ADJUSTED  
 JD0612  ___________________________________________________________________
 JD0612  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0612  DYNAMIC HT  -         253.197 (meters)     830.70  (feet)  COMP
 JD0612  MODELED GRAV-     979,965.5   (mgal)                       NAVD 88
 JD0612
 JD0612  VERT ORDER  -  SECOND    CLASS 0
 JD0612
 JD0612.The horizontal coordinates were scaled from a topographic map and have
 JD0612.an estimated accuracy of +/- 6 seconds.
 JD0612
 JD0612.The orthometric height was determined by differential leveling
 JD0612.and adjusted by the National Geodetic Survey in June 1991..
 JD0612
 JD0612.The geoid height was determined by GEOID03.
 JD0612
 JD0612.The dynamic height is computed by dividing the NAVD 88
 JD0612.geopotential number by the normal gravity value computed on the
 JD0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0612.degrees latitude (g = 980.6199 gals.).
 JD0612
 JD0612.The modeled gravity was interpolated from observed gravity values.
 JD0612
 JD0612;                    North         East    Units  Estimated Accuracy
 JD0612;SPC MO C     -   329,610.      465,760.      MT  (+/- 180 meters Scaled)
 JD0612
 JD0612                          SUPERSEDED SURVEY CONTROL
 JD0612
 JD0612  NGVD 29 (??/??/92)  253.275  (m)          830.95   (f) ADJ UNCH    2 0
 JD0612
 JD0612.Superseded values are not recommended for survey control.
 JD0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0612.See file dsdata.txt to determine how the superseded data were derived.
 JD0612
 JD0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC091948(NAD 83)
 JD0612_MARKER: DB = BENCH MARK DISK
 JD0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0612_STAMPING: A 297 1963
 JD0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0612+STABILITY: SURFACE MOTION
 JD0612
 JD0612  HISTORY     - Date     Condition        Report By
 JD0612  HISTORY     - 1963     MONUMENTED       CGS
 JD0612  HISTORY     - 1979     GOOD             NGS
 JD0612
 JD0612                          STATION DESCRIPTION
 JD0612
 JD0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0612'9.4 MI NE FROM CLIFTON CITY.
 JD0612'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 JD0612'CROSSING AT CLIFTON CITY, THENCE 7.2 MILES NORTHEAST ALONG
 JD0612'STATE HIGHWAY 135, THENCE 2.0 MILES EAST ALONG COUNTY ROAD E,
 JD0612'ABOUT 0.1 MILE EAST OF A T-ROAD JUNCTION, NEAR THE CREST OF A
 JD0612'HILL, 27.7 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 10.5 FEET
 JD0612'EAST OF THE CENTER OF A GATE, 4.6 FEET EAST OF A GATE POST, 1.8
 JD0612'FEET NORTH OF A FENCE, 1.7 FEET EAST OF A WITNESS POST, ABOUT
 JD0612'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD0612'PROJECTING 0.5 FOOT.
 JD0612
 JD0612                          STATION RECOVERY (1979)
 JD0612
 JD0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JD0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1191 ***********************************************************************
 JD1191  DESIGNATION -  A 298
 JD1191  PID         -  JD1191
 JD1191  STATE/COUNTY-  MO/PETTIS
 JD1191  USGS QUAD   -  BEAMAN (1978)
 JD1191
 JD1191                         *CURRENT SURVEY CONTROL
 JD1191  ___________________________________________________________________
 JD1191* NAD 83(1986)-  38 45 27.     (N)    093 08 01.     (W)     SCALED    
 JD1191* NAVD 88     -       248.769  (meters)     816.17   (feet)  ADJUSTED  
 JD1191  ___________________________________________________________________
 JD1191  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1191  DYNAMIC HT  -         248.603 (meters)     815.62  (feet)  COMP
 JD1191  MODELED GRAV-     979,955.2   (mgal)                       NAVD 88
 JD1191
 JD1191  VERT ORDER  -  SECOND    CLASS 0
 JD1191
 JD1191.The horizontal coordinates were scaled from a topographic map and have
 JD1191.an estimated accuracy of +/- 6 seconds.
 JD1191
 JD1191.The orthometric height was determined by differential leveling
 JD1191.and adjusted by the National Geodetic Survey in June 1991..
 JD1191
 JD1191.The geoid height was determined by GEOID03.
 JD1191
 JD1191.The dynamic height is computed by dividing the NAVD 88
 JD1191.geopotential number by the normal gravity value computed on the
 JD1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1191.degrees latitude (g = 980.6199 gals.).
 JD1191
 JD1191.The modeled gravity was interpolated from observed gravity values.
 JD1191
 JD1191;                    North         East    Units  Estimated Accuracy
 JD1191;SPC MO C     -   324,700.      444,930.      MT  (+/- 180 meters Scaled)
 JD1191
 JD1191                          SUPERSEDED SURVEY CONTROL
 JD1191
 JD1191  NGVD 29 (??/??/92)  248.675  (m)          815.86   (f) ADJ UNCH    2 0
 JD1191
 JD1191.Superseded values are not recommended for survey control.
 JD1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1191.See file dsdata.txt to determine how the superseded data were derived.
 JD1191
 JD1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC883898(NAD 83)
 JD1191_MARKER: DB = BENCH MARK DISK
 JD1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1191_STAMPING: A 298 1963
 JD1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1191+STABILITY: SURFACE MOTION
 JD1191
 JD1191  HISTORY     - Date     Condition        Report By
 JD1191  HISTORY     - 1963     MONUMENTED       CGS
 JD1191
 JD1191                          STATION DESCRIPTION
 JD1191
 JD1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1191'6 MI SW FROM CLIFTON CITY.
 JD1191'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD1191'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD1191'1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 135, THENCE 3.85 MILES
 JD1191'WEST ALONG GRAVELED COUNTY ROAD HH, OR 0.25 MILE WEST ALONG THE
 JD1191'MISSOURI PACIFIC RAILROAD FROM THE STATION AT SEDALIA, THENCE 2.25
 JD1191'MILES NORTH ALONG U.S. HIGHWAY 65, THENCE 6.1 MILES NORTHEAST
 JD1191'ALONG COUNTY ROAD HH, 43.6 FEET NORTHEAST OF THE CENTER OF THE
 JD1191'JUNCTION OF COUNTY ROAD O, 32.5 FEET NORTH OF THE CENTERLINE OF
 JD1191'THE ROAD, 25 FEET EAST OF THE EXTENDED CENTERLINE OF COUNTY ROAD O,
 JD1191'5.0 FEET EAST OF A TELEPHONE POLE, 1.6 FEET SOUTH OF A FENCE, 1.7
 JD1191'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JD1191'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2029 ***********************************************************************
 JD2029  DESIGNATION -  A 299
 JD2029  PID         -  JD2029
 JD2029  STATE/COUNTY-  MO/JOHNSON
 JD2029  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD2029
 JD2029                         *CURRENT SURVEY CONTROL
 JD2029  ___________________________________________________________________
 JD2029* NAD 83(1986)-  38 49 41.     (N)    093 45 58.     (W)     SCALED    
 JD2029* NAVD 88     -       219.869  (meters)     721.35   (feet)  ADJUSTED  
 JD2029  ___________________________________________________________________
 JD2029  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2029  DYNAMIC HT  -         219.722 (meters)     720.87  (feet)  COMP
 JD2029  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 JD2029
 JD2029  VERT ORDER  -  SECOND    CLASS 0
 JD2029
 JD2029.The horizontal coordinates were scaled from a topographic map and have
 JD2029.an estimated accuracy of +/- 6 seconds.
 JD2029
 JD2029.The orthometric height was determined by differential leveling
 JD2029.and adjusted by the National Geodetic Survey in June 1991..
 JD2029
 JD2029.The geoid height was determined by GEOID03.
 JD2029
 JD2029.The dynamic height is computed by dividing the NAVD 88
 JD2029.geopotential number by the normal gravity value computed on the
 JD2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2029.degrees latitude (g = 980.6199 gals.).
 JD2029
 JD2029.The modeled gravity was interpolated from observed gravity values.
 JD2029
 JD2029;                    North         East    Units  Estimated Accuracy
 JD2029;SPC MO W     -   295,620.      913,720.      MT  (+/- 180 meters Scaled)
 JD2029
 JD2029                          SUPERSEDED SURVEY CONTROL
 JD2029
 JD2029  NGVD 29 (??/??/92)  219.777  (m)          721.05   (f) ADJ UNCH    2 0
 JD2029
 JD2029.Superseded values are not recommended for survey control.
 JD2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2029.See file dsdata.txt to determine how the superseded data were derived.
 JD2029
 JD2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC335979(NAD 83)
 JD2029_MARKER: DB = BENCH MARK DISK
 JD2029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD2029_SP_SET: ABUTMENT
 JD2029_STAMPING: A 299 1963
 JD2029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2029+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 JD2029
 JD2029  HISTORY     - Date     Condition        Report By
 JD2029  HISTORY     - 1963     MONUMENTED       CGS
 JD2029  HISTORY     - 20050401 GOOD             INDIV
 JD2029
 JD2029                          STATION DESCRIPTION
 JD2029
 JD2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2029'5.4 MI NW FROM WARRENSBURG.
 JD2029'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE
 JD2029'INTERSECTION OF U.S. HIGHWAY 50 AT WARRENSBURG, THENCE 1.4 MILES
 JD2029'WEST ALONG GRAVELED COUNTY ROAD 00, SET IN THE TOP OF THE NORTH
 JD2029'END OF THE WEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER A
 JD2029'SMALL STREAM, 11.7 FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.8
 JD2029'FOOT WEST OF A STEEL LEG SUPPORTING A METAL GUARD RAIL, AND ABOUT
 JD2029'1 FOOT ABOVE THE LEVEL OF THE ROAD.
 JD2029
 JD2029                          STATION RECOVERY (2005)
 JD2029
 JD2029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD2029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0522 ***********************************************************************
 KD0522  DESIGNATION -  A 3 B 1
 KD0522  PID         -  KD0522
 KD0522  STATE/COUNTY-  MO/SALINE
 KD0522  USGS QUAD   -  SHACKLEFORD (1979)
 KD0522
 KD0522                         *CURRENT SURVEY CONTROL
 KD0522  ___________________________________________________________________
 KD0522* NAD 83(1986)-  39 03 53.     (N)    093 19 34.     (W)     SCALED    
 KD0522* NAVD 88     -       253.931  (meters)     833.11   (feet)  ADJUSTED  
 KD0522  ___________________________________________________________________
 KD0522  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0522  DYNAMIC HT  -         253.772 (meters)     832.58  (feet)  COMP
 KD0522  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 KD0522
 KD0522  VERT ORDER  -  SECOND    CLASS 0
 KD0522
 KD0522.The horizontal coordinates were scaled from a topographic map and have
 KD0522.an estimated accuracy of +/- 6 seconds.
 KD0522
 KD0522.The orthometric height was determined by differential leveling
 KD0522.and adjusted by the National Geodetic Survey in June 1991..
 KD0522
 KD0522.The geoid height was determined by GEOID03.
 KD0522
 KD0522.The dynamic height is computed by dividing the NAVD 88
 KD0522.geopotential number by the normal gravity value computed on the
 KD0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0522.degrees latitude (g = 980.6199 gals.).
 KD0522
 KD0522.The modeled gravity was interpolated from observed gravity values.
 KD0522
 KD0522;                    North         East    Units  Estimated Accuracy
 KD0522;SPC MO C     -   358,940.      428,510.      MT  (+/- 180 meters Scaled)
 KD0522
 KD0522                          SUPERSEDED SURVEY CONTROL
 KD0522
 KD0522  NGVD 29 (??/??/92)  253.85   (m)          832.8    (f) COMPUTED    2 0
 KD0522
 KD0522.Superseded values are not recommended for survey control.
 KD0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0522.See file dsdata.txt to determine how the superseded data were derived.
 KD0522
 KD0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD717240(NAD 83)
 KD0522_MARKER: DD = SURVEY DISK
 KD0522_SETTING: 0 = UNSPECIFIED SETTING
 KD0522_STAMPING: A3 B1
 KD0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0522
 KD0522  HISTORY     - Date     Condition        Report By
 KD0522  HISTORY     - UNK      MONUMENTED       DOD
 KD0522  HISTORY     - 1963     GOOD             NGS
 KD0522
 KD0522                          STATION DESCRIPTION
 KD0522
 KD0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0522'12.8 MI NE FROM SWEET SPRINGS.
 KD0522'ABOUT 7.5 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION
 KD0522'OF HIGHWAY 127 AND INTERSTATE HIGHWAY 70 AT SWEET SPRINGS, THENCE
 KD0522'1.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG
 KD0522'A GRAVELED ROAD, THENCE 3.55 MILE EAST ALONG A GRAVELED ROAD, THENCE
 KD0522'0.2 MILE SOUTH ACROSS A FIELD, ABOUT 400 FEET NORTH OF A FENCE
 KD0522'LINE, A 1.5 BY 4 FOOT PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF
 KD0522'THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0523 ***********************************************************************
 KD0523  DESIGNATION -  A 3 B 2
 KD0523  PID         -  KD0523
 KD0523  STATE/COUNTY-  MO/SALINE
 KD0523  USGS QUAD   -  SHACKLEFORD (1979)
 KD0523
 KD0523                         *CURRENT SURVEY CONTROL
 KD0523  ___________________________________________________________________
 KD0523* NAD 83(1986)-  39 03 53.     (N)    093 19 24.     (W)     SCALED    
 KD0523* NAVD 88     -       250.382  (meters)     821.46   (feet)  ADJUSTED  
 KD0523  ___________________________________________________________________
 KD0523  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0523  DYNAMIC HT  -         250.225 (meters)     820.95  (feet)  COMP
 KD0523  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 KD0523
 KD0523  VERT ORDER  -  SECOND    CLASS 0
 KD0523
 KD0523.The horizontal coordinates were scaled from a topographic map and have
 KD0523.an estimated accuracy of +/- 6 seconds.
 KD0523
 KD0523.The orthometric height was determined by differential leveling
 KD0523.and adjusted by the National Geodetic Survey in June 1991..
 KD0523
 KD0523.The geoid height was determined by GEOID03.
 KD0523
 KD0523.The dynamic height is computed by dividing the NAVD 88
 KD0523.geopotential number by the normal gravity value computed on the
 KD0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0523.degrees latitude (g = 980.6199 gals.).
 KD0523
 KD0523.The modeled gravity was interpolated from observed gravity values.
 KD0523
 KD0523;                    North         East    Units  Estimated Accuracy
 KD0523;SPC MO C     -   358,940.      428,750.      MT  (+/- 180 meters Scaled)
 KD0523
 KD0523                          SUPERSEDED SURVEY CONTROL
 KD0523
 KD0523  NGVD 29 (??/??/92)  250.30   (m)          821.2    (f) COMPUTED    2 0
 KD0523
 KD0523.Superseded values are not recommended for survey control.
 KD0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0523.See file dsdata.txt to determine how the superseded data were derived.
 KD0523
 KD0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD720240(NAD 83)
 KD0523_MARKER: DZ = AZIMUTH MARK DISK
 KD0523_SETTING: 0 = UNSPECIFIED SETTING
 KD0523_STAMPING: A3 B2
 KD0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0523
 KD0523  HISTORY     - Date     Condition        Report By
 KD0523  HISTORY     - UNK      MONUMENTED       DOD
 KD0523  HISTORY     - 1963     GOOD             NGS
 KD0523
 KD0523                          STATION DESCRIPTION
 KD0523
 KD0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0523'13.1 MI NE FROM SWEET SPRINGS.
 KD0523'ABOUT 7.5 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 KD0523'HIGHWAY 127 AND INTERSTATE HIGHWAY 70 AT SWEET SPRINGS, THENCE
 KD0523'1.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG
 KD0523'A GRAVELED ROAD, THENCE 3.55 MILE EAST ALONG A GRAVELED ROAD, THENCE
 KD0523'0.2 MILE EAST ACROSS A FIELD, THENCE 0.3 MILE EAST ACROSS ANOTHER
 KD0523'FIELD TO THE AZIMUTH, AT A FENCE CORNER, A 1.5 BY 4 FOOT MONOLITH
 KD0523'AZIMUTH WITH TRIBRACH, ABOUT 350 FEET WEST OF COUNTY ROAD EE.
 KD0523'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0525 ***********************************************************************
 KD0525  DESIGNATION -  A 3 Z
 KD0525  PID         -  KD0525
 KD0525  STATE/COUNTY-  MO/SALINE
 KD0525  USGS QUAD   -  SHACKLEFORD (1979)
 KD0525
 KD0525                         *CURRENT SURVEY CONTROL
 KD0525  ___________________________________________________________________
 KD0525* NAD 83(1986)-  39 03 35.     (N)    093 19 29.     (W)     SCALED    
 KD0525* NAVD 88     -       249.003  (meters)     816.94   (feet)  ADJUSTED  
 KD0525  ___________________________________________________________________
 KD0525  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0525  DYNAMIC HT  -         248.847 (meters)     816.43  (feet)  COMP
 KD0525  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 KD0525
 KD0525  VERT ORDER  -  SECOND    CLASS 0
 KD0525
 KD0525.The horizontal coordinates were scaled from a topographic map and have
 KD0525.an estimated accuracy of +/- 6 seconds.
 KD0525
 KD0525.The orthometric height was determined by differential leveling
 KD0525.and adjusted by the National Geodetic Survey in June 1991..
 KD0525
 KD0525.The geoid height was determined by GEOID03.
 KD0525
 KD0525.The dynamic height is computed by dividing the NAVD 88
 KD0525.geopotential number by the normal gravity value computed on the
 KD0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0525.degrees latitude (g = 980.6199 gals.).
 KD0525
 KD0525.The modeled gravity was interpolated from observed gravity values.
 KD0525
 KD0525;                    North         East    Units  Estimated Accuracy
 KD0525;SPC MO C     -   358,380.      428,620.      MT  (+/- 180 meters Scaled)
 KD0525
 KD0525                          SUPERSEDED SURVEY CONTROL
 KD0525
 KD0525  NGVD 29 (??/??/92)  248.92   (m)          816.7    (f) COMPUTED    2 0
 KD0525
 KD0525.Superseded values are not recommended for survey control.
 KD0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0525.See file dsdata.txt to determine how the superseded data were derived.
 KD0525
 KD0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD719234(NAD 83)
 KD0525_MARKER: DS = TRIANGULATION STATION DISK
 KD0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0525_STAMPING: A3Z 1962
 KD0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0525+STABILITY: SURFACE MOTION
 KD0525
 KD0525  HISTORY     - Date     Condition        Report By
 KD0525  HISTORY     - 1962     MONUMENTED       CGS
 KD0525  HISTORY     - 1963     GOOD             NGS
 KD0525
 KD0525                          STATION DESCRIPTION
 KD0525
 KD0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0525'13.5 MI NE FROM SWEET SPRINGS.
 KD0525'ABOUT 7.5 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 KD0525'HIGHWAY 127 AND INTERSTATE HIGHWAY 70 AT SWEET SPRINGS, THENCE 1.3
 KD0525'MILE EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A
 KD0525'GRAVELED ROAD, THENCE 3.8 MILE EAST ALONG A GRAVELED ROAD, THENCE
 KD0525'0.4 MILE SOUTH ALONG COUNTY ROAD EE, THENCE 0.25 MILE SOUTHWEST
 KD0525'ACROSS THE FIELDS TO THE BARN OF MR. EGAN, 81 FEET SOUTH OF RM 1,
 KD0525'87 FEET EAST OF RM 2, 28 FEET EAST NORTHEAST OF THE EAST NORTHEAST
 KD0525'CORNER OF THE BARN, 1 FOOT EAST OF A FENCE, 5 FEET NORTH OF A
 KD0525'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK IN THE TOP OF A
 KD0525'CONCRETE POST LEVEL WITH THE GROUND.  ABOUT 1.05 MILE WEST OF K
 KD0525'284.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0524 ***********************************************************************
 KD0524  DESIGNATION -  A 3 Z AZ MK
 KD0524  PID         -  KD0524
 KD0524  STATE/COUNTY-  MO/SALINE
 KD0524  USGS QUAD   -  SHACKLEFORD (1979)
 KD0524
 KD0524                         *CURRENT SURVEY CONTROL
 KD0524  ___________________________________________________________________
 KD0524* NAD 83(1986)-  39 03 41.     (N)    093 19 19.     (W)     SCALED    
 KD0524* NAVD 88     -       252.760  (meters)     829.26   (feet)  ADJUSTED  
 KD0524  ___________________________________________________________________
 KD0524  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0524  DYNAMIC HT  -         252.601 (meters)     828.74  (feet)  COMP
 KD0524  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 KD0524
 KD0524  VERT ORDER  -  SECOND    CLASS 0
 KD0524
 KD0524.The horizontal coordinates were scaled from a topographic map and have
 KD0524.an estimated accuracy of +/- 6 seconds.
 KD0524
 KD0524.The orthometric height was determined by differential leveling
 KD0524.and adjusted by the National Geodetic Survey in June 1991..
 KD0524
 KD0524.The geoid height was determined by GEOID03.
 KD0524
 KD0524.The dynamic height is computed by dividing the NAVD 88
 KD0524.geopotential number by the normal gravity value computed on the
 KD0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0524.degrees latitude (g = 980.6199 gals.).
 KD0524
 KD0524.The modeled gravity was interpolated from observed gravity values.
 KD0524
 KD0524;                    North         East    Units  Estimated Accuracy
 KD0524;SPC MO C     -   358,570.      428,860.      MT  (+/- 180 meters Scaled)
 KD0524
 KD0524                          SUPERSEDED SURVEY CONTROL
 KD0524
 KD0524  NGVD 29 (??/??/92)  252.68   (m)          829.0    (f) COMPUTED    2 0
 KD0524
 KD0524.Superseded values are not recommended for survey control.
 KD0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0524.See file dsdata.txt to determine how the superseded data were derived.
 KD0524
 KD0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD721236(NAD 83)
 KD0524_MARKER: DZ = AZIMUTH MARK DISK
 KD0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0524_STAMPING: A3Z 1962
 KD0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0524+STABILITY: SURFACE MOTION
 KD0524
 KD0524  HISTORY     - Date     Condition        Report By
 KD0524  HISTORY     - 1962     MONUMENTED       CGS
 KD0524  HISTORY     - 1963     GOOD             NGS
 KD0524
 KD0524                          STATION DESCRIPTION
 KD0524
 KD0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0524'13.2 MI NE FROM SWEET SPRINGS.
 KD0524'ABOUT 7.5 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 KD0524'HIGHWAY 127 AND INTERSTATE HIGHWAY 70 AT SWEET SPRINGS, THENCE 1.3
 KD0524'MILE EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A
 KD0524'GRAVELED ROAD, THENCE 3.8 MILE EAST ALONG A GRAVELED ROAD, THENCE
 KD0524'0.4 MILE SOUTH ALONG COUNTY ROAD EE, NEAR A LONE HEDGE TREE, 35
 KD0524'FEET EAST OF THE CENTERLINE OF THE ROAD, 2.3 FEET NORTH OF A
 KD0524'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK IN THE TOP OF A
 KD0524'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0526 ***********************************************************************
 KD0526  DESIGNATION -  A 3 Z RM 1
 KD0526  PID         -  KD0526
 KD0526  STATE/COUNTY-  MO/SALINE
 KD0526  USGS QUAD   -  SHACKLEFORD (1979)
 KD0526
 KD0526                         *CURRENT SURVEY CONTROL
 KD0526  ___________________________________________________________________
 KD0526* NAD 83(1986)-  39 03 36.     (N)    093 19 29.     (W)     SCALED    
 KD0526* NAVD 88     -       248.799  (meters)     816.27   (feet)  ADJUSTED  
 KD0526  ___________________________________________________________________
 KD0526  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0526  DYNAMIC HT  -         248.644 (meters)     815.76  (feet)  COMP
 KD0526  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 KD0526
 KD0526  VERT ORDER  -  SECOND    CLASS 0
 KD0526
 KD0526.The horizontal coordinates were scaled from a topographic map and have
 KD0526.an estimated accuracy of +/- 6 seconds.
 KD0526
 KD0526.The orthometric height was determined by differential leveling
 KD0526.and adjusted by the National Geodetic Survey in June 1991..
 KD0526
 KD0526.The geoid height was determined by GEOID03.
 KD0526
 KD0526.The dynamic height is computed by dividing the NAVD 88
 KD0526.geopotential number by the normal gravity value computed on the
 KD0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0526.degrees latitude (g = 980.6199 gals.).
 KD0526
 KD0526.The modeled gravity was interpolated from observed gravity values.
 KD0526
 KD0526;                    North         East    Units  Estimated Accuracy
 KD0526;SPC MO C     -   358,420.      428,620.      MT  (+/- 180 meters Scaled)
 KD0526
 KD0526                          SUPERSEDED SURVEY CONTROL
 KD0526
 KD0526  NGVD 29 (??/??/92)  248.72   (m)          816.0    (f) COMPUTED    2 0
 KD0526
 KD0526.Superseded values are not recommended for survey control.
 KD0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0526.See file dsdata.txt to determine how the superseded data were derived.
 KD0526
 KD0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD719234(NAD 83)
 KD0526_MARKER: DR = REFERENCE MARK DISK
 KD0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0526_STAMPING: A3Z NO 1 1962
 KD0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0526+STABILITY: SURFACE MOTION
 KD0526
 KD0526  HISTORY     - Date     Condition        Report By
 KD0526  HISTORY     - 1962     MONUMENTED       CGS
 KD0526  HISTORY     - 1963     GOOD             NGS
 KD0526
 KD0526                          STATION DESCRIPTION
 KD0526
 KD0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0526'13.5 MI NE FROM SWEET SPRINGS.
 KD0526'ABOUT 7.5 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 KD0526'HIGHWAY 127 AND INTERSTATE HIGHWAY 70 AT SWEET SPRINGS, THENCE 1.3
 KD0526'MILE EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A
 KD0526'GRAVELED ROAD, THENCE 3.8 MILE EAST ALONG A GRAVELED ROAD, THENCE
 KD0526'0.4 MILE SOUTH ALONG COUNTY ROAD EE, THENCE 0.25 MILE SOUTHWEST
 KD0526'ACROSS THE FIELDS TO A BARN OF MR. EGAN, 81 FEET NORTH OF THE
 KD0526'STATION MARK, 106 FEET NORTHEAST OF RM 2, A DISK IN THE TOP OF A
 KD0526'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0527 ***********************************************************************
 KD0527  DESIGNATION -  A 3 Z RM 2
 KD0527  PID         -  KD0527
 KD0527  STATE/COUNTY-  MO/SALINE
 KD0527  USGS QUAD   -  SHACKLEFORD (1979)
 KD0527
 KD0527                         *CURRENT SURVEY CONTROL
 KD0527  ___________________________________________________________________
 KD0527* NAD 83(1986)-  39 03 35.     (N)    093 19 29.     (W)     SCALED    
 KD0527* NAVD 88     -       248.151  (meters)     814.14   (feet)  ADJUSTED  
 KD0527  ___________________________________________________________________
 KD0527  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0527  DYNAMIC HT  -         247.996 (meters)     813.63  (feet)  COMP
 KD0527  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 KD0527
 KD0527  VERT ORDER  -  SECOND    CLASS 0
 KD0527
 KD0527.The horizontal coordinates were scaled from a topographic map and have
 KD0527.an estimated accuracy of +/- 6 seconds.
 KD0527
 KD0527.The orthometric height was determined by differential leveling
 KD0527.and adjusted by the National Geodetic Survey in June 1991..
 KD0527
 KD0527.The geoid height was determined by GEOID03.
 KD0527
 KD0527.The dynamic height is computed by dividing the NAVD 88
 KD0527.geopotential number by the normal gravity value computed on the
 KD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0527.degrees latitude (g = 980.6199 gals.).
 KD0527
 KD0527.The modeled gravity was interpolated from observed gravity values.
 KD0527
 KD0527;                    North         East    Units  Estimated Accuracy
 KD0527;SPC MO C     -   358,380.      428,620.      MT  (+/- 180 meters Scaled)
 KD0527
 KD0527                          SUPERSEDED SURVEY CONTROL
 KD0527
 KD0527  NGVD 29 (??/??/92)  248.07   (m)          813.9    (f) COMPUTED    2 0
 KD0527
 KD0527.Superseded values are not recommended for survey control.
 KD0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0527.See file dsdata.txt to determine how the superseded data were derived.
 KD0527
 KD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD719234(NAD 83)
 KD0527_MARKER: DR = REFERENCE MARK DISK
 KD0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0527_STAMPING: A3Z NO 2 1962
 KD0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0527+STABILITY: SURFACE MOTION
 KD0527
 KD0527  HISTORY     - Date     Condition        Report By
 KD0527  HISTORY     - 1962     MONUMENTED       CGS
 KD0527  HISTORY     - 1963     GOOD             NGS
 KD0527
 KD0527                          STATION DESCRIPTION
 KD0527
 KD0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0527'13.5 MI NE FROM SWEET SPRINGS.
 KD0527'ABOUT 7.5 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION
 KD0527'OF HIGHWAY 127 AND INTERSTATE HIGHWAY 70, THENCE 1.3 MILE EAST ALONG
 KD0527'A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD,
 KD0527'THENCE 3.8 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTH
 KD0527'ALONG COUNTY ROAD EE, THENCE 0.25 MILE SOUTHWEST ACROSS THE FIELDS
 KD0527'TO THE BARN OF MR. EGAN, 16 FEET NORTH NORTHWEST OF THE NORTH
 KD0527'NORTHWEST CORNER OF THE BARN, 87 FEET WEST OF THE STATION MARK,
 KD0527'106 FEET SOUTHWEST OF RM 1, A DISK IN THE TOP OF A CONCRETE POST
 KD0527'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0361 ***********************************************************************
 HD0361  DESIGNATION -  A 30
 HD0361  PID         -  HD0361
 HD0361  STATE/COUNTY-  MO/LACLEDE
 HD0361  USGS QUAD   -  LEBANON (1978)
 HD0361
 HD0361                         *CURRENT SURVEY CONTROL
 HD0361  ___________________________________________________________________
 HD0361* NAD 83(1986)-  37 41 28.     (N)    092 40 05.     (W)     SCALED    
 HD0361* NAVD 88     -       382.871  (meters)    1256.14   (feet)  ADJUSTED  
 HD0361  ___________________________________________________________________
 HD0361  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HD0361  DYNAMIC HT  -         382.576 (meters)    1255.17  (feet)  COMP
 HD0361  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 HD0361
 HD0361  VERT ORDER  -  SECOND    CLASS 0
 HD0361
 HD0361.The horizontal coordinates were scaled from a topographic map and have
 HD0361.an estimated accuracy of +/- 6 seconds.
 HD0361
 HD0361.The orthometric height was determined by differential leveling
 HD0361.and adjusted by the National Geodetic Survey in June 1991..
 HD0361
 HD0361.The geoid height was determined by GEOID03.
 HD0361
 HD0361.The dynamic height is computed by dividing the NAVD 88
 HD0361.geopotential number by the normal gravity value computed on the
 HD0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0361.degrees latitude (g = 980.6199 gals.).
 HD0361
 HD0361.The modeled gravity was interpolated from observed gravity values.
 HD0361
 HD0361;                    North         East    Units  Estimated Accuracy
 HD0361;SPC MO C     -   206,160.      485,180.      MT  (+/- 180 meters Scaled)
 HD0361
 HD0361                          SUPERSEDED SURVEY CONTROL
 HD0361
 HD0361  NGVD 29 (??/??/92)  382.752  (m)         1255.75   (f) ADJ UNCH    2 0
 HD0361
 HD0361.Superseded values are not recommended for survey control.
 HD0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0361.See file dsdata.txt to determine how the superseded data were derived.
 HD0361
 HD0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB292715(NAD 83)
 HD0361_MARKER: DB = BENCH MARK DISK
 HD0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0361_STAMPING: A 30 1934
 HD0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0361+STABILITY: SURFACE MOTION
 HD0361
 HD0361  HISTORY     - Date     Condition        Report By
 HD0361  HISTORY     - 1934     MONUMENTED       CGS
 HD0361
 HD0361                          STATION DESCRIPTION
 HD0361
 HD0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0361'AT LEBANON.
 HD0361'AT THE NORTH EDGE OF LEBANON, AT THE JUNCTION OF STATE HIGHWAY
 HD0361'5 AND STATE HIGHWAY 64, AT THE NORTHEAST CORNER OF THE CEMETERY,
 HD0361'30.7 FEET SOUTH OF THE CENTER OF THE CONCRETE RIGHT-OF-WAY
 HD0361'MARKER ON THE SOUTH SIDE OF STATE HIGHWAY 64, AND 8.7 FEET
 HD0361'WEST OF THE CENTER OF THE CONCRETE RIGHT-OF-WAY MARKER ON THE
 HD0361'WEST SIDE OF STATE HIGHWAY 5.  A STANDARD DISK, STAMPED A 30
 HD0361'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2069 ***********************************************************************
 JD2069  DESIGNATION -  A 300
 JD2069  PID         -  JD2069
 JD2069  STATE/COUNTY-  MO/LAFAYETTE
 JD2069  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2069
 JD2069                         *CURRENT SURVEY CONTROL
 JD2069  ___________________________________________________________________
 JD2069* NAD 83(1986)-  38 59 09.     (N)    093 57 11.     (W)     SCALED    
 JD2069* NAVD 88     -       280.445  (meters)     920.09   (feet)  ADJUSTED  
 JD2069  ___________________________________________________________________
 JD2069  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2069  DYNAMIC HT  -         280.261 (meters)     919.49  (feet)  COMP
 JD2069  MODELED GRAV-     979,964.9   (mgal)                       NAVD 88
 JD2069
 JD2069  VERT ORDER  -  SECOND    CLASS 0
 JD2069
 JD2069.The horizontal coordinates were scaled from a topographic map and have
 JD2069.an estimated accuracy of +/- 6 seconds.
 JD2069
 JD2069.The orthometric height was determined by differential leveling
 JD2069.and adjusted by the National Geodetic Survey in June 1991..
 JD2069
 JD2069.The geoid height was determined by GEOID03.
 JD2069
 JD2069.The dynamic height is computed by dividing the NAVD 88
 JD2069.geopotential number by the normal gravity value computed on the
 JD2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2069.degrees latitude (g = 980.6199 gals.).
 JD2069
 JD2069.The modeled gravity was interpolated from observed gravity values.
 JD2069
 JD2069;                    North         East    Units  Estimated Accuracy
 JD2069;SPC MO W     -   313,020.      897,390.      MT  (+/- 180 meters Scaled)
 JD2069
 JD2069                          SUPERSEDED SURVEY CONTROL
 JD2069
 JD2069  NGVD 29 (??/??/92)  280.342  (m)          919.76   (f) ADJ UNCH    2 0
 JD2069
 JD2069.Superseded values are not recommended for survey control.
 JD2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2069.See file dsdata.txt to determine how the superseded data were derived.
 JD2069
 JD2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD174156(NAD 83)
 JD2069_MARKER: DB = BENCH MARK DISK
 JD2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2069_STAMPING: A 300 1963
 JD2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2069+STABILITY: SURFACE MOTION
 JD2069
 JD2069  HISTORY     - Date     Condition        Report By
 JD2069  HISTORY     - 1963     MONUMENTED       CGS
 JD2069  HISTORY     - 20050421 POOR             MODNR
 JD2069
 JD2069                          STATION DESCRIPTION
 JD2069
 JD2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2069'1 MI S FROM ODESSA.
 JD2069'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE POST
 JD2069'OFFICE AT ODESSA, 91 FEET NORTHWEST OF THE CENTER OF THE
 JD2069'T-JUNCTION OF THE HIGHWAY AND HIGHWAY OO, 88 FEET WEST OF THE
 JD2069'CENTERLINE OF THE HIGHWAY, 28 FEET NORTH OF THE CENTERLINE
 JD2069'OF HIGHWAY OO, 11 FEET WEST-SOUTHWEST OF A FENCE CORNER, 3
 JD2069'FEET NORTH OF A POWER POLE, 1.5 FEET WEST OF A METAL WITNESS
 JD2069'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 JD2069'CONCRETE POST PROJECTING 0.5 FOOT.
 JD2069
 JD2069                          STATION RECOVERY (2005)
 JD2069
 JD2069'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 JD2069'THE BRASS DISK IS MISSING FROM THE CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2043 ***********************************************************************
 JD2043  DESIGNATION -  A 301
 JD2043  PID         -  JD2043
 JD2043  STATE/COUNTY-  MO/JOHNSON
 JD2043  USGS QUAD   -  PITTSVILLE (1981)
 JD2043
 JD2043                         *CURRENT SURVEY CONTROL
 JD2043  ___________________________________________________________________
 JD2043* NAD 83(1986)-  38 48 53.     (N)    093 59 35.     (W)     SCALED    
 JD2043* NAVD 88     -       242.706  (meters)     796.28   (feet)  ADJUSTED  
 JD2043  ___________________________________________________________________
 JD2043  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD2043  DYNAMIC HT  -         242.542 (meters)     795.74  (feet)  COMP
 JD2043  MODELED GRAV-     979,949.0   (mgal)                       NAVD 88
 JD2043
 JD2043  VERT ORDER  -  SECOND    CLASS 0
 JD2043
 JD2043.The horizontal coordinates were scaled from a topographic map and have
 JD2043.an estimated accuracy of +/- 6 seconds.
 JD2043
 JD2043.The orthometric height was determined by differential leveling
 JD2043.and adjusted by the National Geodetic Survey in June 1991..
 JD2043
 JD2043.The geoid height was determined by GEOID03.
 JD2043
 JD2043.The dynamic height is computed by dividing the NAVD 88
 JD2043.geopotential number by the normal gravity value computed on the
 JD2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2043.degrees latitude (g = 980.6199 gals.).
 JD2043
 JD2043.The modeled gravity was interpolated from observed gravity values.
 JD2043
 JD2043;                    North         East    Units  Estimated Accuracy
 JD2043;SPC MO W     -   294,000.      894,030.      MT  (+/- 180 meters Scaled)
 JD2043
 JD2043                          SUPERSEDED SURVEY CONTROL
 JD2043
 JD2043  NGVD 29 (??/??/92)  242.604  (m)          795.94   (f) ADJ UNCH    2 0
 JD2043
 JD2043.Superseded values are not recommended for survey control.
 JD2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2043.See file dsdata.txt to determine how the superseded data were derived.
 JD2043
 JD2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC137966(NAD 83)
 JD2043_MARKER: DB = BENCH MARK DISK
 JD2043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD2043_SP_SET: BRIDGE
 JD2043_STAMPING: A 301 1963
 JD2043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2043
 JD2043  HISTORY     - Date     Condition        Report By
 JD2043  HISTORY     - 1963     MONUMENTED       CGS
 JD2043
 JD2043                          STATION DESCRIPTION
 JD2043
 JD2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2043'2.6 MI S FROM PITTSVILLE.
 JD2043'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE
 JD2043'INTERSECTION OF U.S. HIGHWAY 50 AT PITTSVILLE, SET IN THE TOP
 JD2043'OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A LARGE
 JD2043'CONCRETE BRIDGE, 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JD2043'0.8 FOOT NORTH OF THE SOUTH EDGE OF THE HEAD WALL, AND ABOUT
 JD2043'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2044 ***********************************************************************
 JD2044  DESIGNATION -  A 301 RESET
 JD2044  PID         -  JD2044
 JD2044  STATE/COUNTY-  MO/JOHNSON
 JD2044  USGS QUAD   -  PITTSVILLE (1981)
 JD2044
 JD2044                         *CURRENT SURVEY CONTROL
 JD2044  ___________________________________________________________________
 JD2044* NAD 83(1986)-  38 48 53.     (N)    093 59 35.     (W)     SCALED    
 JD2044* NAVD 88     -       242.68   (meters)     796.2    (feet)  RESET     
 JD2044  ___________________________________________________________________
 JD2044  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD2044
 JD2044  VERT ORDER  -  THIRD
 JD2044
 JD2044.The horizontal coordinates were scaled from a topographic map and have
 JD2044.an estimated accuracy of +/- 6 seconds.
 JD2044
 JD2044.The orthometric height was computed from unverified reset data.
 JD2044
 JD2044.The geoid height was determined by GEOID03.
 JD2044
 JD2044;                    North         East    Units  Estimated Accuracy
 JD2044;SPC MO W     -   294,000.      894,030.      MT  (+/- 180 meters Scaled)
 JD2044
 JD2044                          SUPERSEDED SURVEY CONTROL
 JD2044
 JD2044.No superseded survey control is available for this station.
 JD2044
 JD2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC137966(NAD 83)
 JD2044_MARKER: DB = BENCH MARK DISK
 JD2044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD2044_SP_SET: BRIDGE
 JD2044_STAMPING: A 301 1963 RESET 1964
 JD2044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2044
 JD2044  HISTORY     - Date     Condition        Report By
 JD2044  HISTORY     - 1964     MONUMENTED       CGS
 JD2044
 JD2044                          STATION DESCRIPTION
 JD2044
 JD2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JD2044'2.4 MI S FROM PITTSVILLE.
 JD2044'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 JD2044'OF U.S. HIGHWAY 50 IN PITTSVILLE, JOHNSON COUNTY, SET IN THE
 JD2044'SOUTH END OF THE WEST HEADWALL OF A 50-FOOT BRIDGE OVER SHAFER
 JD2044'BRANCH, AND ABOUT 1 FOOT NORTH OF THE SOUTH END OF WEST HEADWALL,
 JD2044'SET IN A DRILLHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2079 ***********************************************************************
 JD2079  DESIGNATION -  A 302 RESET
 JD2079  PID         -  JD2079
 JD2079  STATE/COUNTY-  MO/JOHNSON
 JD2079  USGS QUAD   -  PITTSVILLE (1981)
 JD2079
 JD2079                         *CURRENT SURVEY CONTROL
 JD2079  ___________________________________________________________________
 JD2079* NAD 83(1986)-  38 48 56.     (N)    093 54 10.     (W)     SCALED    
 JD2079* NAVD 88     -       257.77   (meters)     845.7    (feet)  RESET     
 JD2079  ___________________________________________________________________
 JD2079  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2079
 JD2079  VERT ORDER  -  THIRD
 JD2079
 JD2079.The horizontal coordinates were scaled from a topographic map and have
 JD2079.an estimated accuracy of +/- 6 seconds.
 JD2079
 JD2079.The orthometric height was computed from unverified reset data.
 JD2079
 JD2079.The geoid height was determined by GEOID03.
 JD2079
 JD2079;                    North         East    Units  Estimated Accuracy
 JD2079;SPC MO W     -   294,140.      901,870.      MT  (+/- 180 meters Scaled)
 JD2079
 JD2079                          SUPERSEDED SURVEY CONTROL
 JD2079
 JD2079.No superseded survey control is available for this station.
 JD2079
 JD2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC216966(NAD 83)
 JD2079_MARKER: DB = BENCH MARK DISK
 JD2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2079_STAMPING: A 302 RESET 1969
 JD2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2079+STABILITY: SURFACE MOTION
 JD2079
 JD2079  HISTORY     - Date     Condition        Report By
 JD2079  HISTORY     - 1969     MONUMENTED       CGS
 JD2079
 JD2079                          STATION DESCRIPTION
 JD2079
 JD2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JD2079'5.9 MI SE FROM PITTSVILLE.
 JD2079'ABOUT 5.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JD2079'INTERSECTION OF STATE HIGHWAY 131 AT PITTSVILLE, 0.4 MILE
 JD2079'SOUTHEAST OF THE JUNCTION OF STATE ROAD M, 126 FEET SOUTH
 JD2079'OF THE CENTERLINE OF EAST BOUND LANE OF U.S. HIGHWAY 50, 33
 JD2079'FEET WEST OF A T-FENCE CORNER POST, 1 FOOT NORTH OF A FENCE,
 JD2079'1 FOOT EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JD2079'ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2326 ***********************************************************************
 JD2326  DESIGNATION -  A 303
 JD2326  PID         -  JD2326
 JD2326  STATE/COUNTY-  MO/JOHNSON
 JD2326  USGS QUAD   -  HOLDEN (1954)
 JD2326
 JD2326                         *CURRENT SURVEY CONTROL
 JD2326  ___________________________________________________________________
 JD2326* NAD 83(1986)-  38 42 40.     (N)    093 59 34.     (W)     SCALED    
 JD2326* NAVD 88     -       268.670  (meters)     881.46   (feet)  ADJUSTED  
 JD2326  ___________________________________________________________________
 JD2326  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JD2326  DYNAMIC HT  -         268.487 (meters)     880.86  (feet)  COMP
 JD2326  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 JD2326
 JD2326  VERT ORDER  -  SECOND    CLASS 0
 JD2326
 JD2326.The horizontal coordinates were scaled from a topographic map and have
 JD2326.an estimated accuracy of +/- 6 seconds.
 JD2326
 JD2326.The orthometric height was determined by differential leveling
 JD2326.and adjusted by the National Geodetic Survey in June 1991..
 JD2326
 JD2326.The geoid height was determined by GEOID03.
 JD2326
 JD2326.The dynamic height is computed by dividing the NAVD 88
 JD2326.geopotential number by the normal gravity value computed on the
 JD2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2326.degrees latitude (g = 980.6199 gals.).
 JD2326
 JD2326.The modeled gravity was interpolated from observed gravity values.
 JD2326
 JD2326;                    North         East    Units  Estimated Accuracy
 JD2326;SPC MO W     -   282,500.      894,110.      MT  (+/- 180 meters Scaled)
 JD2326
 JD2326                          SUPERSEDED SURVEY CONTROL
 JD2326
 JD2326  NGVD 29 (??/??/92)  268.564  (m)          881.11   (f) ADJ UNCH    2 0
 JD2326
 JD2326.Superseded values are not recommended for survey control.
 JD2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2326.See file dsdata.txt to determine how the superseded data were derived.
 JD2326
 JD2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC136851(NAD 83)
 JD2326_MARKER: DB = BENCH MARK DISK
 JD2326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2326_SP_SET: FOOTING
 JD2326_STAMPING: A 303 1963
 JD2326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2326+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 JD2326
 JD2326  HISTORY     - Date     Condition        Report By
 JD2326  HISTORY     - 1963     MONUMENTED       CGS
 JD2326  HISTORY     - 20060505 GOOD             INDIV
 JD2326
 JD2326                          STATION DESCRIPTION
 JD2326
 JD2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2326'AT HOLDEN.
 JD2326'AT HOLDEN, IN S 14, R 28 W, T 45 N, SET IN THE NORTHWEST CONCRETE
 JD2326'FOOTING FOR THE NORTHWEST STEEL LEG OF THE CITY WATER TANK, AND
 JD2326'AT THE T-JUNCTION OF OLIVE STREET OR STATE HIGHWAY 131 AND 9TH
 JD2326'STREET.
 JD2326
 JD2326                          STATION RECOVERY (2006)
 JD2326
 JD2326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2326'DISC IS HEAVILY COVERED BY PAINT BUT STILL READABLE.  MARKER IS
 JD2326'LOCATED ON THE TOP OF THE NORTHWEST TANK CONCRETE FOOTING IN THE WEST
 JD2326'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2300 ***********************************************************************
 JD2300  DESIGNATION -  A 304
 JD2300  PID         -  JD2300
 JD2300  STATE/COUNTY-  MO/JOHNSON
 JD2300  USGS QUAD   -  HOLDEN (1954)
 JD2300
 JD2300                         *CURRENT SURVEY CONTROL
 JD2300  ___________________________________________________________________
 JD2300* NAD 83(1986)-  38 38 44.     (N)    093 59 12.     (W)     SCALED    
 JD2300* NAVD 88     -       265.330  (meters)     870.50   (feet)  ADJUSTED  
 JD2300  ___________________________________________________________________
 JD2300  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD2300  DYNAMIC HT  -         265.148 (meters)     869.91  (feet)  COMP
 JD2300  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 JD2300
 JD2300  VERT ORDER  -  SECOND    CLASS 0
 JD2300
 JD2300.The horizontal coordinates were scaled from a topographic map and have
 JD2300.an estimated accuracy of +/- 6 seconds.
 JD2300
 JD2300.The orthometric height was determined by differential leveling
 JD2300.and adjusted by the National Geodetic Survey in June 1991..
 JD2300
 JD2300.The geoid height was determined by GEOID03.
 JD2300
 JD2300.The dynamic height is computed by dividing the NAVD 88
 JD2300.geopotential number by the normal gravity value computed on the
 JD2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2300.degrees latitude (g = 980.6199 gals.).
 JD2300
 JD2300.The modeled gravity was interpolated from observed gravity values.
 JD2300
 JD2300;                    North         East    Units  Estimated Accuracy
 JD2300;SPC MO W     -   275,230.      894,690.      MT  (+/- 180 meters Scaled)
 JD2300
 JD2300                          SUPERSEDED SURVEY CONTROL
 JD2300
 JD2300  NGVD 29 (??/??/92)  265.220  (m)          870.14   (f) ADJ UNCH    2 0
 JD2300
 JD2300.Superseded values are not recommended for survey control.
 JD2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2300.See file dsdata.txt to determine how the superseded data were derived.
 JD2300
 JD2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC141779(NAD 83)
 JD2300_MARKER: DB = BENCH MARK DISK
 JD2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2300_STAMPING: A 304 1963
 JD2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2300+STABILITY: SURFACE MOTION
 JD2300
 JD2300  HISTORY     - Date     Condition        Report By
 JD2300  HISTORY     - 1963     MONUMENTED       CGS
 JD2300  HISTORY     - 20060707 GOOD             INDIV
 JD2300
 JD2300                          STATION DESCRIPTION
 JD2300
 JD2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2300'1.5 MI SE FROM MEDFORD.
 JD2300'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JD2300'CROSSING AT MEDFORD, THENCE 1.0 MILE EAST ALONG A GRAVELED COUNTY
 JD2300'ROAD, IN S 3, R 28 W, T 44 N, 53 FEET NORTHWEST OF THE CENTER OF
 JD2300'THE INTERSECTION OF A NORTH-SOUTH ROAD, 41 FEET NORTH OF THE
 JD2300'CENTERLINE OF THE EAST-WEST ROAD, 27 FEET WEST OF THE CENTERLINE
 JD2300'OF THE NORTH-SOUTH ROAD, 3.5 FEET SOUTHWEST OF A FENCE CORNER, 1.5
 JD2300'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST
 JD2300'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD2300
 JD2300                          STATION RECOVERY (2006)
 JD2300
 JD2300'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2300'NORTH-SOUTH FENCE IS 1 FOOT EAST OF THE MARKER.
 JD2300' 
 JD2300'THE FENCE CORNER IS 5 FEET SOUTH-SOUTHEAST OF THE MARKER.  A FENCE
 JD2300'OPENING IS AT THE FENCE CORNER AND EXTENDS TO THE WEST.
 JD2300' 
 JD2300'TOP OF THE CONCRETE POST NOW PROJECTS 0.8 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2269 ***********************************************************************
 JD2269  DESIGNATION -  A 305
 JD2269  PID         -  JD2269
 JD2269  STATE/COUNTY-  MO/JOHNSON
 JD2269  USGS QUAD   -  CHILHOWEE (1955)
 JD2269
 JD2269                         *CURRENT SURVEY CONTROL
 JD2269  ___________________________________________________________________
 JD2269* NAD 83(1986)-  38 33 44.     (N)    093 48 42.     (W)     SCALED    
 JD2269* NAVD 88     -       272.778  (meters)     894.94   (feet)  ADJUSTED  
 JD2269  ___________________________________________________________________
 JD2269  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JD2269  DYNAMIC HT  -         272.591 (meters)     894.33  (feet)  COMP
 JD2269  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 JD2269
 JD2269  VERT ORDER  -  SECOND    CLASS 0
 JD2269
 JD2269.The horizontal coordinates were scaled from a topographic map and have
 JD2269.an estimated accuracy of +/- 6 seconds.
 JD2269
 JD2269.The orthometric height was determined by differential leveling
 JD2269.and adjusted by the National Geodetic Survey in June 1991..
 JD2269
 JD2269.The geoid height was determined by GEOID03.
 JD2269
 JD2269.The dynamic height is computed by dividing the NAVD 88
 JD2269.geopotential number by the normal gravity value computed on the
 JD2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2269.degrees latitude (g = 980.6199 gals.).
 JD2269
 JD2269.The modeled gravity was interpolated from observed gravity values.
 JD2269
 JD2269;                    North         East    Units  Estimated Accuracy
 JD2269;SPC MO W     -   266,080.      909,990.      MT  (+/- 180 meters Scaled)
 JD2269
 JD2269                          SUPERSEDED SURVEY CONTROL
 JD2269
 JD2269  NGVD 29 (??/??/92)  272.667  (m)          894.58   (f) ADJ UNCH    2 0
 JD2269
 JD2269.Superseded values are not recommended for survey control.
 JD2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2269.See file dsdata.txt to determine how the superseded data were derived.
 JD2269
 JD2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC292685(NAD 83)
 JD2269_MARKER: DB = BENCH MARK DISK
 JD2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2269_STAMPING: A 305 1963
 JD2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2269+STABILITY: SURFACE MOTION
 JD2269
 JD2269  HISTORY     - Date     Condition        Report By
 JD2269  HISTORY     - 1963     MONUMENTED       CGS
 JD2269
 JD2269                          STATION DESCRIPTION
 JD2269
 JD2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2269'3.6 MI SW FROM POST OAK.
 JD2269'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 JD2269'OAK GENERAL STORE AT POST OAK, THENCE 2.8 MILES WEST ALONG
 JD2269'THE HENRY-JOHNSON COUNTY LINE ROAD WHICH IS GRAVELED, IN S 29,
 JD2269'R 26 W, T 44 N, 46 FEET NORTHWEST OF THE CENTER OF THE T-JUNCTION
 JD2269'OF A ROAD LEADING NORTH, 39 FEET WEST OF THE CENTERLINE OF THE
 JD2269'ROAD LEADING NORTH, 23 FEET NORTH OF THE CENTERLINE OF THE
 JD2269'EAST-WEST ROAD, 41 FEET EAST OF A POWER POLE, 5.5 FEET SOUTHWEST
 JD2269'OF A FENCE CORNER, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 JD2269'1 FOOT ABOVE THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE
 JD2269'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2144 ***********************************************************************
 JD2144  DESIGNATION -  A 306
 JD2144  PID         -  JD2144
 JD2144  STATE/COUNTY-  MO/HENRY
 JD2144  USGS QUAD   -  CHILHOWEE (1955)
 JD2144
 JD2144                         *CURRENT SURVEY CONTROL
 JD2144  ___________________________________________________________________
 JD2144* NAD 83(1986)-  38 30 39.     (N)    093 45 44.     (W)     SCALED    
 JD2144* NAVD 88     -       289.135  (meters)     948.60   (feet)  ADJUSTED  
 JD2144  ___________________________________________________________________
 JD2144  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JD2144  DYNAMIC HT  -         288.936 (meters)     947.95  (feet)  COMP
 JD2144  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 JD2144
 JD2144  VERT ORDER  -  SECOND    CLASS 0
 JD2144
 JD2144.The horizontal coordinates were scaled from a topographic map and have
 JD2144.an estimated accuracy of +/- 6 seconds.
 JD2144
 JD2144.The orthometric height was determined by differential leveling
 JD2144.and adjusted by the National Geodetic Survey in June 1991..
 JD2144
 JD2144.The geoid height was determined by GEOID03.
 JD2144
 JD2144.The dynamic height is computed by dividing the NAVD 88
 JD2144.geopotential number by the normal gravity value computed on the
 JD2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2144.degrees latitude (g = 980.6199 gals.).
 JD2144
 JD2144.The modeled gravity was interpolated from observed gravity values.
 JD2144
 JD2144;                    North         East    Units  Estimated Accuracy
 JD2144;SPC MO W     -   260,410.      914,350.      MT  (+/- 180 meters Scaled)
 JD2144
 JD2144                          SUPERSEDED SURVEY CONTROL
 JD2144
 JD2144  NGVD 29 (??/??/92)  289.020  (m)          948.23   (f) ADJ UNCH    2 0
 JD2144
 JD2144.Superseded values are not recommended for survey control.
 JD2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2144.See file dsdata.txt to determine how the superseded data were derived.
 JD2144
 JD2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC335627(NAD 83)
 JD2144_MARKER: DB = BENCH MARK DISK
 JD2144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2144_SP_SET: CULVERT
 JD2144_STAMPING: A 306 1963
 JD2144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2144+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 JD2144
 JD2144  HISTORY     - Date     Condition        Report By
 JD2144  HISTORY     - 1963     MONUMENTED       CGS
 JD2144  HISTORY     - 20031105 GOOD             MODNR
 JD2144
 JD2144                          STATION DESCRIPTION
 JD2144
 JD2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2144'1.5 MI S FROM SHAWNEE MOUND.
 JD2144'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE ELEMENTARY
 JD2144'SCHOOL AT SHAWNEE MOUND, IN S 14, R 26 W, T 43 N, SET IN THE TOP
 JD2144'OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A 4 X 6 FOOT
 JD2144'CONCRETE CULVERT UNDER THE HIGHWAY, 23.5 FEET EAST OF THE
 JD2144'CENTERLINE OF THE HIGHWAY, 0.8 FOOT SOUTH OF THE NORTH EDGE OF
 JD2144'THE HEADWALL, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JD2144
 JD2144                          STATION RECOVERY (2003)
 JD2144
 JD2144'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 JD2144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2178 ***********************************************************************
 JD2178  DESIGNATION -  A 307
 JD2178  PID         -  JD2178
 JD2178  STATE/COUNTY-  MO/JOHNSON
 JD2178  USGS QUAD   -  LEETON (1981)
 JD2178
 JD2178                         *CURRENT SURVEY CONTROL
 JD2178  ___________________________________________________________________
 JD2178* NAD 83(1986)-  38 35 19.     (N)    093 39 27.     (W)     SCALED    
 JD2178* NAVD 88     -       282.565  (meters)     927.05   (feet)  ADJUSTED  
 JD2178  ___________________________________________________________________
 JD2178  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD2178  DYNAMIC HT  -         282.369 (meters)     926.41  (feet)  COMP
 JD2178  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 JD2178
 JD2178  VERT ORDER  -  SECOND    CLASS 0
 JD2178
 JD2178.The horizontal coordinates were scaled from a topographic map and have
 JD2178.an estimated accuracy of +/- 6 seconds.
 JD2178
 JD2178.The orthometric height was determined by differential leveling
 JD2178.and adjusted by the National Geodetic Survey in June 1991..
 JD2178
 JD2178.The geoid height was determined by GEOID03.
 JD2178
 JD2178.The dynamic height is computed by dividing the NAVD 88
 JD2178.geopotential number by the normal gravity value computed on the
 JD2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2178.degrees latitude (g = 980.6199 gals.).
 JD2178
 JD2178.The modeled gravity was interpolated from observed gravity values.
 JD2178
 JD2178;                    North         East    Units  Estimated Accuracy
 JD2178;SPC MO W     -   269,120.      923,400.      MT  (+/- 180 meters Scaled)
 JD2178
 JD2178                          SUPERSEDED SURVEY CONTROL
 JD2178
 JD2178  NGVD 29 (??/??/92)  282.453  (m)          926.68   (f) ADJ UNCH    2 0
 JD2178
 JD2178.Superseded values are not recommended for survey control.
 JD2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2178.See file dsdata.txt to determine how the superseded data were derived.
 JD2178
 JD2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC427713(NAD 83)
 JD2178_MARKER: DB = BENCH MARK DISK
 JD2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2178_STAMPING: A 307 1963
 JD2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2178+STABILITY: SURFACE MOTION
 JD2178
 JD2178  HISTORY     - Date     Condition        Report By
 JD2178  HISTORY     - 1963     MONUMENTED       CGS
 JD2178
 JD2178                          STATION DESCRIPTION
 JD2178
 JD2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2178'2.2 MI E FROM LEETON.
 JD2178'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2178'AT LEETON, THENCE 2.1 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2178'IN S 22, R 25 W, T 44 N, 39 FEET SOUTHWEST OF THE CENTER OF THE
 JD2178'T-JUNCTION OF A ROAD LEADING SOUTH, 33 FEET SOUTH OF THE
 JD2178'CENTERLINE OF THE EAST-WEST ROAD, 22 FEET WEST OF THE CENTERLINE
 JD2178'OF THE ROAD LEADING SOUTH, 4 FEET NORTHWEST OF A FENCE CORNER,
 JD2178'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JD2178'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD2178'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1118 ***********************************************************************
 JD1118  DESIGNATION -  A 308
 JD1118  PID         -  JD1118
 JD1118  STATE/COUNTY-  MO/PETTIS
 JD1118  USGS QUAD   -  SEDALIA WEST (1973)
 JD1118
 JD1118                         *CURRENT SURVEY CONTROL
 JD1118  ___________________________________________________________________
 JD1118* NAD 83(1986)-  38 44 41.     (N)    093 20 27.     (W)     SCALED    
 JD1118* NAVD 88     -       254.034  (meters)     833.44   (feet)  ADJUSTED  
 JD1118  ___________________________________________________________________
 JD1118  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1118  DYNAMIC HT  -         253.864 (meters)     832.89  (feet)  COMP
 JD1118  MODELED GRAV-     979,951.0   (mgal)                       NAVD 88
 JD1118
 JD1118  VERT ORDER  -  SECOND    CLASS 0
 JD1118
 JD1118.The horizontal coordinates were scaled from a topographic map and have
 JD1118.an estimated accuracy of +/- 6 seconds.
 JD1118
 JD1118.The orthometric height was determined by differential leveling
 JD1118.and adjusted by the National Geodetic Survey in June 1991..
 JD1118
 JD1118.The geoid height was determined by GEOID03.
 JD1118
 JD1118.The dynamic height is computed by dividing the NAVD 88
 JD1118.geopotential number by the normal gravity value computed on the
 JD1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1118.degrees latitude (g = 980.6199 gals.).
 JD1118
 JD1118.The modeled gravity was interpolated from observed gravity values.
 JD1118
 JD1118;                    North         East    Units  Estimated Accuracy
 JD1118;SPC MO C     -   323,430.      426,910.      MT  (+/- 180 meters Scaled)
 JD1118
 JD1118                          SUPERSEDED SURVEY CONTROL
 JD1118
 JD1118  NGVD 29 (??/??/92)  253.943  (m)          833.14   (f) ADJ UNCH    2 0
 JD1118
 JD1118.Superseded values are not recommended for survey control.
 JD1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1118.See file dsdata.txt to determine how the superseded data were derived.
 JD1118
 JD1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC703885(NAD 83)
 JD1118_MARKER: DB = BENCH MARK DISK
 JD1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1118_STAMPING: A 308 1963
 JD1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1118+STABILITY: SURFACE MOTION
 JD1118
 JD1118  HISTORY     - Date     Condition        Report By
 JD1118  HISTORY     - 1963     MONUMENTED       CGS
 JD1118
 JD1118                          STATION DESCRIPTION
 JD1118
 JD1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1118'0.6 MI SW FROM DRESDEN.
 JD1118'ABOUT 0.6 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE BAPTIST
 JD1118'CHURCH AT DRESDEN, IN S 28, R 22 W, T 46 N, ABOUT 0.1 MILE SOUTH
 JD1118'OF THE JUNCTION OF A GRAVELED ROAD LEADING WEST, AT THE JUNCTION
 JD1118'OF A DRIVEWAY LEADING WEST TO A FARMHOUSE AND A LARGE RED BARN,
 JD1118'19 FEET WEST OF THE CENTERLINE OF THE ROAD, 42 FEET SOUTH OF
 JD1118'THE CENTERLINE OF THE DRIVEWAY, 12 FEET SOUTH OF A FENCE CORNER,
 JD1118'2 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 JD1118'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 JD1118'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2235 ***********************************************************************
 JD2235  DESIGNATION -  A 309
 JD2235  PID         -  JD2235
 JD2235  STATE/COUNTY-  MO/JOHNSON
 JD2235  USGS QUAD   -  WINDSOR (1981)
 JD2235
 JD2235                         *CURRENT SURVEY CONTROL
 JD2235  ___________________________________________________________________
 JD2235* NAD 83(1986)-  38 37 28.     (N)    093 31 46.     (W)     SCALED    
 JD2235* NAVD 88     -       278.946  (meters)     915.18   (feet)  ADJUSTED  
 JD2235  ___________________________________________________________________
 JD2235  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2235  DYNAMIC HT  -         278.752 (meters)     914.54  (feet)  COMP
 JD2235  MODELED GRAV-     979,925.0   (mgal)                       NAVD 88
 JD2235
 JD2235  VERT ORDER  -  SECOND    CLASS 0
 JD2235
 JD2235.The horizontal coordinates were scaled from a topographic map and have
 JD2235.an estimated accuracy of +/- 6 seconds.
 JD2235
 JD2235.The orthometric height was determined by differential leveling
 JD2235.and adjusted by the National Geodetic Survey in June 1991..
 JD2235
 JD2235.The geoid height was determined by GEOID03.
 JD2235
 JD2235.The dynamic height is computed by dividing the NAVD 88
 JD2235.geopotential number by the normal gravity value computed on the
 JD2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2235.degrees latitude (g = 980.6199 gals.).
 JD2235
 JD2235.The modeled gravity was interpolated from observed gravity values.
 JD2235
 JD2235;                    North         East    Units  Estimated Accuracy
 JD2235;SPC MO W     -   273,210.      934,510.      MT  (+/- 180 meters Scaled)
 JD2235
 JD2235                          SUPERSEDED SURVEY CONTROL
 JD2235
 JD2235  NGVD 29 (??/??/92)  278.840  (m)          914.83   (f) ADJ UNCH    2 0
 JD2235
 JD2235.Superseded values are not recommended for survey control.
 JD2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2235.See file dsdata.txt to determine how the superseded data were derived.
 JD2235
 JD2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC539752(NAD 83)
 JD2235_MARKER: DB = BENCH MARK DISK
 JD2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2235_STAMPING: A 309 1963
 JD2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2235+STABILITY: SURFACE MOTION
 JD2235
 JD2235  HISTORY     - Date     Condition        Report By
 JD2235  HISTORY     - 1963     MONUMENTED       CGS
 JD2235
 JD2235                          STATION DESCRIPTION
 JD2235
 JD2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2235'6.3 MI N FROM WINDSOR.
 JD2235'ABOUT 6.3 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION
 JD2235'OF STATE HIGHWAY 2 AT WINDSOR, IN S 2, R 24 W, T 44 N, ABOUT
 JD2235'0.1 MILE NORTHWEST OF THE JUNCTION OF A GRAVELED ROAD LEADING
 JD2235'NORTH, ON THE OUTSIDE AND AT THE WEST END OF A LONG CURVE IN THE
 JD2235'ROAD, 38 FEET NORTH OF THE CENTERLINE OF THE ROAD, 21.5 FEET
 JD2235'WEST OF THE CENTERLINE OF A DRIVEWAY LEADING TO A PASTURE
 JD2235'AND A LARGE POND, 10 FEET WEST OF A FENCE CORNER, 2.5 FEET
 JD2235'SOUTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 JD2235'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD2235'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0399 ***********************************************************************
 HD0399  DESIGNATION -  A 31
 HD0399  PID         -  HD0399
 HD0399  STATE/COUNTY-  MO/LACLEDE
 HD0399  USGS QUAD   -  LEBANON (1978)
 HD0399
 HD0399                         *CURRENT SURVEY CONTROL
 HD0399  ___________________________________________________________________
 HD0399* NAD 83(1986)-  37 42 17.     (N)    092 39 01.     (W)     SCALED    
 HD0399* NAVD 88     -       357.079  (meters)    1171.52   (feet)  ADJUSTED  
 HD0399  ___________________________________________________________________
 HD0399  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HD0399  DYNAMIC HT  -         356.803 (meters)    1170.61  (feet)  COMP
 HD0399  MODELED GRAV-     979,847.3   (mgal)                       NAVD 88
 HD0399
 HD0399  VERT ORDER  -  SECOND    CLASS 0
 HD0399
 HD0399.The horizontal coordinates were scaled from a topographic map and have
 HD0399.an estimated accuracy of +/- 6 seconds.
 HD0399
 HD0399.The orthometric height was determined by differential leveling
 HD0399.and adjusted by the National Geodetic Survey in June 1991..
 HD0399
 HD0399.The geoid height was determined by GEOID03.
 HD0399
 HD0399.The dynamic height is computed by dividing the NAVD 88
 HD0399.geopotential number by the normal gravity value computed on the
 HD0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0399.degrees latitude (g = 980.6199 gals.).
 HD0399
 HD0399.The modeled gravity was interpolated from observed gravity values.
 HD0399
 HD0399;                    North         East    Units  Estimated Accuracy
 HD0399;SPC MO C     -   207,670.      486,750.      MT  (+/- 180 meters Scaled)
 HD0399
 HD0399                          SUPERSEDED SURVEY CONTROL
 HD0399
 HD0399  NGVD 29 (??/??/92)  356.962  (m)         1171.13   (f) ADJ UNCH    2 0
 HD0399
 HD0399.Superseded values are not recommended for survey control.
 HD0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0399.See file dsdata.txt to determine how the superseded data were derived.
 HD0399
 HD0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB308731(NAD 83)
 HD0399_MARKER: DB = BENCH MARK DISK
 HD0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0399_SP_SET: CULVERT
 HD0399_STAMPING: A 31 1934
 HD0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0399
 HD0399  HISTORY     - Date     Condition        Report By
 HD0399  HISTORY     - 1934     MONUMENTED       CGS
 HD0399  HISTORY     - 1938     GOOD             NGS
 HD0399
 HD0399                          STATION DESCRIPTION
 HD0399
 HD0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0399'3.7 MI NE FROM LEBANON.
 HD0399'3.7 MILES NORTHEAST ALONG THE NORTHWESTERN BRANCH OF THE ST.
 HD0399'LOUIS-SAN FRANCISCO RAILWAY FROM LEBANON, AT CULVERT 179.8, IN
 HD0399'THE TOP OF THE EAST CONCRETE HEADWALL, AND 10.6 FEET NORTH
 HD0399'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A 31
 HD0399'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2164 ***********************************************************************
 JD2164  DESIGNATION -  A 310
 JD2164  PID         -  JD2164
 JD2164  STATE/COUNTY-  MO/JOHNSON
 JD2164  USGS QUAD   -  BURTVILLE (1955)
 JD2164
 JD2164                         *CURRENT SURVEY CONTROL
 JD2164  ___________________________________________________________________
 JD2164* NAD 83(1986)-  38 40 57.     (N)    093 34 57.     (W)     SCALED    
 JD2164* NAVD 88     -       263.081  (meters)     863.12   (feet)  ADJUSTED  
 JD2164  ___________________________________________________________________
 JD2164  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2164  DYNAMIC HT  -         262.900 (meters)     862.53  (feet)  COMP
 JD2164  MODELED GRAV-     979,933.5   (mgal)                       NAVD 88
 JD2164
 JD2164  VERT ORDER  -  SECOND    CLASS 0
 JD2164
 JD2164.The horizontal coordinates were scaled from a topographic map and have
 JD2164.an estimated accuracy of +/- 6 seconds.
 JD2164
 JD2164.The orthometric height was determined by differential leveling
 JD2164.and adjusted by the National Geodetic Survey in June 1991..
 JD2164
 JD2164.The geoid height was determined by GEOID03.
 JD2164
 JD2164.The dynamic height is computed by dividing the NAVD 88
 JD2164.geopotential number by the normal gravity value computed on the
 JD2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2164.degrees latitude (g = 980.6199 gals.).
 JD2164
 JD2164.The modeled gravity was interpolated from observed gravity values.
 JD2164
 JD2164;                    North         East    Units  Estimated Accuracy
 JD2164;SPC MO W     -   279,610.      929,830.      MT  (+/- 180 meters Scaled)
 JD2164
 JD2164                          SUPERSEDED SURVEY CONTROL
 JD2164
 JD2164  NGVD 29 (??/??/92)  262.980  (m)          862.79   (f) ADJ UNCH    2 0
 JD2164
 JD2164.Superseded values are not recommended for survey control.
 JD2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2164.See file dsdata.txt to determine how the superseded data were derived.
 JD2164
 JD2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC493817(NAD 83)
 JD2164_MARKER: DB = BENCH MARK DISK
 JD2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2164_STAMPING: A 310 1963
 JD2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2164+STABILITY: SURFACE MOTION
 JD2164
 JD2164  HISTORY     - Date     Condition        Report By
 JD2164  HISTORY     - 1963     MONUMENTED       CGS
 JD2164
 JD2164                          STATION DESCRIPTION
 JD2164
 JD2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2164'9.7 MI SW FROM KNOB NOSTER.
 JD2164'ABOUT 8.6 MILES SOUTH ALONG STATE ROAD D FROM THE POST OFFICE
 JD2164'AT KNOB NOSTER, THENCE 1.1 MILES WEST ALONG STATE ROAD Y, IN
 JD2164'S 17, R 24 W, T 45 N, AT THE SOUTHWEST CORNER OF THE CEMETERY
 JD2164'AT PLEASANT GROVE NEW CHURCH, 135 FEET SOUTHEAST OF THE SOUTHEAST
 JD2164'CORNER OF THE CHURCH, 35 FEET NORTH OF THE CENTERLINE OF THE
 JD2164'ROAD, 4.5 FEET NORTH OF THE NORTHWEST CORNER OF A CONCRETE
 JD2164'BLOCK POST AT THE CORNER OF THE CEMETERY, 2.0 FEET WEST OF A
 JD2164'FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JD2164'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JD2164'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0188 ***********************************************************************
 JC0188  DESIGNATION -  A 311
 JC0188  PID         -  JC0188
 JC0188  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0188  USGS QUAD   -  CAHOKIA (1993)
 JC0188
 JC0188                         *CURRENT SURVEY CONTROL
 JC0188  ___________________________________________________________________
 JC0188* NAD 83(1986)-  38 37 25.     (N)    090 11 06.     (W)     SCALED    
 JC0188* NAVD 88     -       136.310  (meters)     447.21   (feet)  ADJUSTED  
 JC0188  ___________________________________________________________________
 JC0188  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JC0188  DYNAMIC HT  -         136.224 (meters)     446.93  (feet)  COMP
 JC0188  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 JC0188
 JC0188  VERT ORDER  -  FIRST     CLASS I
 JC0188
 JC0188.The horizontal coordinates were scaled from a topographic map and have
 JC0188.an estimated accuracy of +/- 6 seconds.
 JC0188
 JC0188.The orthometric height was determined by differential leveling
 JC0188.and adjusted by the National Geodetic Survey in June 1991..
 JC0188
 JC0188.The geoid height was determined by GEOID03.
 JC0188
 JC0188.The dynamic height is computed by dividing the NAVD 88
 JC0188.geopotential number by the normal gravity value computed on the
 JC0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0188.degrees latitude (g = 980.6199 gals.).
 JC0188
 JC0188.The modeled gravity was interpolated from observed gravity values.
 JC0188
 JC0188;                    North         East    Units  Estimated Accuracy
 JC0188;SPC MO E     -   309,700.      277,430.      MT  (+/- 180 meters Scaled)
 JC0188
 JC0188                          SUPERSEDED SURVEY CONTROL
 JC0188
 JC0188  NGVD 29 (??/??/??)  136.278  (m)          447.11   (f) ADJUSTED    1 1
 JC0188
 JC0188.Superseded values are not recommended for survey control.
 JC0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0188.See file dsdata.txt to determine how the superseded data were derived.
 JC0188
 JC0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC450787(NAD 83)
 JC0188_MARKER: DB = BENCH MARK DISK
 JC0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0188_SP_SET: CULVERT
 JC0188_STAMPING: A 311 1969
 JC0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0188
 JC0188  HISTORY     - Date     Condition        Report By
 JC0188  HISTORY     - 1969     MONUMENTED       CGS
 JC0188  HISTORY     - 1981     GOOD             NGS
 JC0188  HISTORY     - 19910303 GOOD             USPSQD
 JC0188  HISTORY     - 20060923 GOOD             GEOCAC
 JC0188
 JC0188                          STATION DESCRIPTION
 JC0188
 JC0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0188'AT ST LOUIS.
 JC0188'AT ST. LOUIS, ABOUT 0.35 MILE SOUTH ACROSS COUNTRY FROM THE
 JC0188'WEST END OF THE EADS BRIDGE OVER THE MISSISSIPPI RIVER, ABOUT
 JC0188'0.1 MILE EAST OF THE EAST END OF MARKET STREET, AT THE ST LOUIS
 JC0188'GATEWAY ARCH, SET IN THE TOP OF THE EAST END OF THE CONCRETE
 JC0188'HEAD WALL OF THE PEDESTRIAN SUBWAY WHICH LEADS FROM ONE LEG OF THE
 JC0188'ARCH TO THE OTHER LEG, 75 FEET NORTH OF THE NORTH CORNER OF THE
 JC0188'SOUTH LEG OF THE ARCH, ABOUT 45 FEET SOUTH OF THE EXTENDED CENTER
 JC0188'LINE OF MARKET STREET AND 1 1/2 FEET ABOVE THE LEVEL OF THE
 JC0188'GROUND.
 JC0188
 JC0188                          STATION RECOVERY (1981)
 JC0188
 JC0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JC0188'IN ST LOUIS, 0.55 KILOMETERS (0.35 MILE) SOUTH ACROSS COUNTRY FROM THE
 JC0188'WEST END OF THE EADS BRIDGE OVER THE MISSISSIPPI RIVER, 0.16 KILOMETER
 JC0188'(0.1 MILE) EAST OF THE EAST END OF MARKET STREET, AT THE ST LOUIS
 JC0188'GATEWAY ARCH, IN THE TOP OF THE EAST END OF THE CONCRETE HEADWALL OO
 JC0188'THE PEDSTRAIN SUBWAY WHICH LEADS FROM ONE LEG OF THE ARCH TO THE OTHER
 JC0188'LEG, 22.86 METERS (75.0 FEET) NORTH OF THE NORTH CORNER OF THE SOUTH
 JC0188'LEG OF THE ARCH, AND 13.72 METERS (45.0 FEET) SOUTH OF THE EXTENDED
 JC0188'CENTER LINE OF MARKET STREET.
 JC0188'THE MARK IS 0.5 M ABOVE GROUND.
 JC0188
 JC0188                          STATION RECOVERY (1991)
 JC0188
 JC0188'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS)
 JC0188'RECOVERED IN GOOD CONDITION.
 JC0188
 JC0188                          STATION RECOVERY (2006)
 JC0188
 JC0188'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JC0188'HANDHELD COORDINATES ARE N38-37-26.70 W090-11-06.24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0351 ***********************************************************************
 JC0351  DESIGNATION -  A 312
 JC0351  PID         -  JC0351
 JC0351  STATE/COUNTY-  MO/ST LOUIS
 JC0351  USGS QUAD   -  PACIFIC (1974)
 JC0351
 JC0351                         *CURRENT SURVEY CONTROL
 JC0351  ___________________________________________________________________
 JC0351* NAD 83(1986)-  38 29 33.     (N)    090 41 38.     (W)     SCALED    
 JC0351* NAVD 88     -       141.038  (meters)     462.72   (feet)  ADJUSTED  
 JC0351  ___________________________________________________________________
 JC0351  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JC0351  DYNAMIC HT  -         140.947 (meters)     462.42  (feet)  COMP
 JC0351  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 JC0351
 JC0351  VERT ORDER  -  FIRST     CLASS I
 JC0351
 JC0351.The horizontal coordinates were scaled from a topographic map and have
 JC0351.an estimated accuracy of +/- 6 seconds.
 JC0351
 JC0351.The orthometric height was determined by differential leveling
 JC0351.and adjusted by the National Geodetic Survey in June 1991..
 JC0351
 JC0351.The geoid height was determined by GEOID03.
 JC0351
 JC0351.The dynamic height is computed by dividing the NAVD 88
 JC0351.geopotential number by the normal gravity value computed on the
 JC0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0351.degrees latitude (g = 980.6199 gals.).
 JC0351
 JC0351.The modeled gravity was interpolated from observed gravity values.
 JC0351
 JC0351;                    North         East    Units  Estimated Accuracy
 JC0351;SPC MO E     -   295,110.      233,090.      MT  (+/- 180 meters Scaled)
 JC0351
 JC0351                          SUPERSEDED SURVEY CONTROL
 JC0351
 JC0351  NGVD 29 (??/??/92)  141.118  (m)          462.98   (f) ADJ UNCH    1 1
 JC0351
 JC0351.Superseded values are not recommended for survey control.
 JC0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0351.See file dsdata.txt to determine how the superseded data were derived.
 JC0351
 JC0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC011629(NAD 83)
 JC0351_MARKER: DB = BENCH MARK DISK
 JC0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0351_SP_SET: CULVERT
 JC0351_STAMPING: A 312 1969
 JC0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0351
 JC0351  HISTORY     - Date     Condition        Report By
 JC0351  HISTORY     - 1969     MONUMENTED       CGS
 JC0351  HISTORY     - 19910427 GOOD             USPSQD
 JC0351  HISTORY     - 19940511 GOOD             USPSQD
 JC0351  HISTORY     - 19990311 GOOD             USPSQD
 JC0351
 JC0351                          STATION DESCRIPTION
 JC0351
 JC0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0351'2.9 MI E FROM PACIFIC.
 JC0351'ABOUT 2.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0351'THE STATION AT PACIFIC, ABOUT 50 YARDS NORTHEAST OF MILEPOST
 JC0351'32, ABOUT 30 YARDS NORTH OF THE TRACK, SET ON THE TOP OF THE
 JC0351'SOUTHWEST END OF THE SOUTHEAST HEAD WALL FOR AN 8 FOOT CONCRETE
 JC0351'BOX CULVERT UNDER OLD U.S. HIGHWAY 66, 26.8 FEET SOUTHEAST OF
 JC0351'THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT NORTHEAST OF THE
 JC0351'SOUTHWEST END OF THE HEAD WALL, LEVEL WITH THE HIGHWAY AND ABOUT
 JC0351'15 FEET BELOW THE LEVEL OF THE TRACK.
 JC0351
 JC0351                          STATION RECOVERY (1991)
 JC0351
 JC0351'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0351'RECOVERED IN GOOD CONDITION.
 JC0351
 JC0351                          STATION RECOVERY (1994)
 JC0351
 JC0351'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0351'RECOVERED IN GOOD CONDITION.
 JC0351
 JC0351                          STATION RECOVERY (1999)
 JC0351
 JC0351'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0067 ***********************************************************************
 GE0067  DESIGNATION -  A 32
 GE0067  PID         -  GE0067
 GE0067  STATE/COUNTY-  MO/DUNKLIN
 GE0067  USGS QUAD   -  PIGGOTT (1984)
 GE0067
 GE0067                         *CURRENT SURVEY CONTROL
 GE0067  ___________________________________________________________________
 GE0067* NAD 83(1986)-  36 27 21.     (N)    090 08 14.     (W)     SCALED    
 GE0067* NAVD 88     -        93.694  (meters)     307.39   (feet)  ADJUSTED  
 GE0067  ___________________________________________________________________
 GE0067  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0067  DYNAMIC HT  -          93.618 (meters)     307.15  (feet)  COMP
 GE0067  MODELED GRAV-     979,817.1   (mgal)                       NAVD 88
 GE0067
 GE0067  VERT ORDER  -  SECOND    CLASS 0
 GE0067
 GE0067.The horizontal coordinates were scaled from a topographic map and have
 GE0067.an estimated accuracy of +/- 6 seconds.
 GE0067
 GE0067.The orthometric height was determined by differential leveling
 GE0067.and adjusted by the National Geodetic Survey in June 1991..
 GE0067
 GE0067.The geoid height was determined by GEOID03.
 GE0067
 GE0067.The dynamic height is computed by dividing the NAVD 88
 GE0067.geopotential number by the normal gravity value computed on the
 GE0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0067.degrees latitude (g = 980.6199 gals.).
 GE0067
 GE0067.The modeled gravity was interpolated from observed gravity values.
 GE0067
 GE0067;                    North         East    Units  Estimated Accuracy
 GE0067;SPC MO E     -    69,130.      282,520.      MT  (+/- 180 meters Scaled)
 GE0067
 GE0067                          SUPERSEDED SURVEY CONTROL
 GE0067
 GE0067  NGVD 29 (??/??/92)   93.69   (m)          307.4    (f) COMPUTED    2 0
 GE0067
 GE0067.Superseded values are not recommended for survey control.
 GE0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0067.See file dsdata.txt to determine how the superseded data were derived.
 GE0067
 GE0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA565383(NAD 83)
 GE0067_MARKER: DB = BENCH MARK DISK
 GE0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0067+STABILITY: SURFACE MOTION
 GE0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0067+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 GE0067
 GE0067  HISTORY     - Date     Condition        Report By
 GE0067  HISTORY     - UNK      MONUMENTED       CGS
 GE0067  HISTORY     - 1933     GOOD             NGS
 GE0067  HISTORY     - 20020717 GOOD             USACE
 GE0067
 GE0067                          STATION DESCRIPTION
 GE0067
 GE0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GE0067'0.2 MI NE FROM ST FRANCIS.
 GE0067'LOCATED IN THE DOWNSTREAM SIDE OF THE NORTH PIER OF THE HIGHWAY
 GE0067'BRIDGE OVER THE ST. FRANCIS RIVER, 500 FT. SOUTHWEST OF THE
 GE0067'MISSOURI-ARKANSAS STATE LINE, (HIGHWAY HERE IS U.S. 62).
 GE0067
 GE0067                          STATION RECOVERY (2002)
 GE0067
 GE0067'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0067'TO REACH INTERSECTION OF HWY 62 AND CHURCH ST., POST OFFICE, GO E ON
 GE0067'HWY 62 FOR 0.4 MI TO MARK ON RIGHT. MARK IS ACTUALLY LOCATED IN
 GE0067'DUNKLIN COUNTY, MO.
 GE0067'THE STATION IS AT SE CORNER OF BRIDGE OVER ST. FRANCIS RIVER, ON
 GE0067'BRIDGE ABUTMENT, 13 FT S OF CENTERLINE OF HWY. 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0071 ***********************************************************************
 HD0071  DESIGNATION -  A 32
 HD0071  PID         -  HD0071
 HD0071  STATE/COUNTY-  MO/PULASKI
 HD0071  USGS QUAD   -  DIXON (1982)
 HD0071
 HD0071                         *CURRENT SURVEY CONTROL
 HD0071  ___________________________________________________________________
 HD0071* NAD 83(1986)-  37 59 25.     (N)    092 05 39.     (W)     SCALED    
 HD0071* NAVD 88     -       362.682  (meters)    1189.90   (feet)  ADJUSTED  
 HD0071  ___________________________________________________________________
 HD0071  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HD0071  DYNAMIC HT  -         362.416 (meters)    1189.03  (feet)  COMP
 HD0071  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 HD0071
 HD0071  VERT ORDER  -  SECOND    CLASS 0
 HD0071
 HD0071.The horizontal coordinates were scaled from a topographic map and have
 HD0071.an estimated accuracy of +/- 6 seconds.
 HD0071
 HD0071.The orthometric height was determined by differential leveling
 HD0071.and adjusted by the National Geodetic Survey in June 1991..
 HD0071
 HD0071.The geoid height was determined by GEOID03.
 HD0071
 HD0071.The dynamic height is computed by dividing the NAVD 88
 HD0071.geopotential number by the normal gravity value computed on the
 HD0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0071.degrees latitude (g = 980.6199 gals.).
 HD0071
 HD0071.The modeled gravity was interpolated from observed gravity values.
 HD0071
 HD0071;                    North         East    Units  Estimated Accuracy
 HD0071;SPC MO C     -   239,430.      535,650.      MT  (+/- 180 meters Scaled)
 HD0071
 HD0071                          SUPERSEDED SURVEY CONTROL
 HD0071
 HD0071  NGVD 29 (??/??/92)  362.584  (m)         1189.58   (f) ADJ UNCH    2 0
 HD0071
 HD0071.Superseded values are not recommended for survey control.
 HD0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0071.See file dsdata.txt to determine how the superseded data were derived.
 HD0071
 HD0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC795051(NAD 83)
 HD0071_MARKER: DB = BENCH MARK DISK
 HD0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0071_SP_SET: ABUTMENT
 HD0071_STAMPING: A 32 1934
 HD0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0071
 HD0071  HISTORY     - Date     Condition        Report By
 HD0071  HISTORY     - 1934     MONUMENTED       CGS
 HD0071  HISTORY     - 1946     GOOD             NGS
 HD0071
 HD0071                          STATION DESCRIPTION
 HD0071
 HD0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0071'AT DIXON.
 HD0071'AT DIXON, IN THE TOP OF THE ST LOUIS AND SAN FRANCISCO RAILROAD
 HD0071'OVERPASS OVER MISSOURI STATE HIGHWAY NO. 28, 12 FEET NORTH OF AND
 HD0071'ABOUT 3 FEET LOWER THAN THE CENTER LINE OF THE RAILROAD.  A BRONZE
 HD0071'BENCH MARK DISC SET IN THE TOP OF THE NORTH END OF THE WEST
 HD0071'ABUTMENT OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0068 ***********************************************************************
 GE0068  DESIGNATION -  A 32 RESET
 GE0068  PID         -  GE0068
 GE0068  STATE/COUNTY-  MO/DUNKLIN
 GE0068  USGS QUAD   -  PIGGOTT (1984)
 GE0068
 GE0068                         *CURRENT SURVEY CONTROL
 GE0068  ___________________________________________________________________
 GE0068* NAD 83(1986)-  36 27 21.     (N)    090 08 14.     (W)     SCALED    
 GE0068* NAVD 88     -        93.89   (+/-2cm)     308.0    (feet)  VERTCON   
 GE0068  ___________________________________________________________________
 GE0068  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0068
 GE0068  VERT ORDER  -  THIRD (See Below)
 GE0068
 GE0068.The horizontal coordinates were scaled from a topographic map and have
 GE0068.an estimated accuracy of +/- 6 seconds.
 GE0068
 GE0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0068.The vertical order pertains to the NGVD 29 superseded value.
 GE0068
 GE0068.The geoid height was determined by GEOID03.
 GE0068
 GE0068;                    North         East    Units  Estimated Accuracy
 GE0068;SPC MO E     -    69,130.      282,520.      MT  (+/- 180 meters Scaled)
 GE0068
 GE0068                          SUPERSEDED SURVEY CONTROL
 GE0068
 GE0068  NGVD 29 (??/??/??)   93.89   (m)          308.0    (f) RESET       3  
 GE0068
 GE0068.Superseded values are not recommended for survey control.
 GE0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0068.See file dsdata.txt to determine how the superseded data were derived.
 GE0068
 GE0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA565383(NAD 83)
 GE0068_MARKER: DB = BENCH MARK DISK
 GE0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0068_SP_SET: ABUTMENT
 GE0068_STAMPING: A 32 RESET 1953
 GE0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0068
 GE0068  HISTORY     - Date     Condition        Report By
 GE0068  HISTORY     - 1953     MONUMENTED       ARHD
 GE0068  HISTORY     - 20010221 GOOD             NGS
 GE0068
 GE0068                          STATION DESCRIPTION
 GE0068
 GE0068'DESCRIBED BY ARKANSAS HIGHWAY DEPARTMENT 1953
 GE0068'0.2 MI NE FROM ST FRANCIS.
 GE0068'IN DUNKLIN COUNTY, MISSOURI, 0.2 MILE NORTHEAST ALONG THE ST.
 GE0068'LOUIS SOUTHWESTERN RAILWAY FROM THE STATION AT ST. FRANCIS, CLAY
 GE0068'COUNTY, ARKANSAS, 665 FEET NORTHEAST OF THE MISSOURI-ARKANSAS
 GE0068'STATE LINE, AT THE BRIDGE CARRYING U.S. HIGHWAY 62 OVER ST.
 GE0068'FRANCIS RIVER, AND IN THE DOWNSTREAM CURB AT THE NORTHEAST
 GE0068'ABUTMENT.  A STANDARD DISK, STAMPED A 32 RESET 1953.
 GE0068
 GE0068                          STATION RECOVERY (2001)
 GE0068
 GE0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLB)
 GE0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1184 ***********************************************************************
 JC1184  DESIGNATION -  A 323
 JC1184  PID         -  JC1184
 JC1184  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1184  USGS QUAD   -  COLUMBIA BOTTOM (1998)
 JC1184
 JC1184                         *CURRENT SURVEY CONTROL
 JC1184  ___________________________________________________________________
 JC1184* NAD 83(1986)-  38 45 50.     (N)    090 10 57.     (W)     SCALED    
 JC1184* NAVD 88     -       132.917  (meters)     436.08   (feet)  ADJUSTED  
 JC1184  ___________________________________________________________________
 JC1184  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JC1184  DYNAMIC HT  -         132.833 (meters)     435.80  (feet)  COMP
 JC1184  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JC1184
 JC1184  VERT ORDER  -  FIRST     CLASS II
 JC1184
 JC1184.The horizontal coordinates were scaled from a topographic map and have
 JC1184.an estimated accuracy of +/- 6 seconds.
 JC1184
 JC1184.The orthometric height was determined by differential leveling
 JC1184.and adjusted by the National Geodetic Survey in June 1991..
 JC1184
 JC1184.The geoid height was determined by GEOID03.
 JC1184
 JC1184.The dynamic height is computed by dividing the NAVD 88
 JC1184.geopotential number by the normal gravity value computed on the
 JC1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1184.degrees latitude (g = 980.6199 gals.).
 JC1184
 JC1184.The modeled gravity was interpolated from observed gravity values.
 JC1184
 JC1184;                    North         East    Units  Estimated Accuracy
 JC1184;SPC MO E     -   325,270.      277,590.      MT  (+/- 180 meters Scaled)
 JC1184
 JC1184                          SUPERSEDED SURVEY CONTROL
 JC1184
 JC1184  NGVD 29 (??/??/??)  132.883  (m)          435.97   (f) ADJUSTED    1 2
 JC1184
 JC1184.Superseded values are not recommended for survey control.
 JC1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1184.See file dsdata.txt to determine how the superseded data were derived.
 JC1184
 JC1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC448943(NAD 83)
 JC1184_MARKER: I = METAL ROD
 JC1184_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1184_SP_SET: STAINLESS STEEL ROD
 JC1184_STAMPING: A 323 1981
 JC1184_MARK LOGO: NGS   
 JC1184_PROJECTION: FLUSH
 JC1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1184_ROD/PIPE-DEPTH: 9.8  meters
 JC1184
 JC1184  HISTORY     - Date     Condition        Report By
 JC1184  HISTORY     - 1981     MONUMENTED       NGS
 JC1184  HISTORY     - 19910303 MARK NOT FOUND   USPSQD
 JC1184
 JC1184                          STATION DESCRIPTION
 JC1184
 JC1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1184'IN ST LOUIS.
 JC1184'IN ST LOUIS AT THE JUNCTION OF RIVERVIEW DRIVE AND CHAIN OF ROCKS ROAD
 JC1184'IN THE NORTHEAST SECTION OF ST LOUIS, 6.71 METERS (22.0 FEET) SOUTH OF
 JC1184'THE CENTER OF EAST BOUND ENTRANCE TO THE BRIDGE, 38.10 METERS (125.0
 JC1184'FEET) EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF RIVERVIEW
 JC1184'ROAD, AND 0.67 METERS (2.2 FEET) NORTH OF THE CENTER ONE OF THREE
 JC1184'I-BEAMS SUPPORTING A BILLBOARD SIGN.
 JC1184'THE MARK IS 0.47 METERS  S FROM A WITNESS POST.
 JC1184'THE MARK IS ABOVE LEVEL WITH ROAD.
 JC1184
 JC1184                          STATION RECOVERY (1991)
 JC1184
 JC1184'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS)
 JC1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1395 ***********************************************************************
 HB1395  DESIGNATION -  A 324
 HB1395  PID         -  HB1395
 HB1395  STATE/COUNTY-  MO/PERRY
 HB1395  USGS QUAD   -  CHESTER (1993)
 HB1395
 HB1395                         *CURRENT SURVEY CONTROL
 HB1395  ___________________________________________________________________
 HB1395* NAD 83(1986)-  37 53 42.     (N)    089 50 32.     (W)     SCALED    
 HB1395* NAVD 88     -       118.834  (meters)     389.87   (feet)  ADJUSTED  
 HB1395  ___________________________________________________________________
 HB1395  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HB1395  DYNAMIC HT  -         118.753 (meters)     389.61  (feet)  COMP
 HB1395  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 HB1395
 HB1395  VERT ORDER  -  FIRST     CLASS II
 HB1395
 HB1395.The horizontal coordinates were scaled from a topographic map and have
 HB1395.an estimated accuracy of +/- 6 seconds.
 HB1395
 HB1395.The orthometric height was determined by differential leveling
 HB1395.and adjusted by the National Geodetic Survey in June 1991..
 HB1395
 HB1395.The geoid height was determined by GEOID03.
 HB1395
 HB1395.The dynamic height is computed by dividing the NAVD 88
 HB1395.geopotential number by the normal gravity value computed on the
 HB1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1395.degrees latitude (g = 980.6199 gals.).
 HB1395
 HB1395.The modeled gravity was interpolated from observed gravity values.
 HB1395
 HB1395;                    North         East    Units  Estimated Accuracy
 HB1395;SPC MO E     -   228,980.      307,850.      MT  (+/- 180 meters Scaled)
 HB1395
 HB1395                          SUPERSEDED SURVEY CONTROL
 HB1395
 HB1395  NGVD 29 (??/??/??)  118.766  (m)          389.65   (f) ADJUSTED    1 2
 HB1395
 HB1395.Superseded values are not recommended for survey control.
 HB1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1395.See file dsdata.txt to determine how the superseded data were derived.
 HB1395
 HB1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG500979(NAD 83)
 HB1395_MARKER: I = METAL ROD
 HB1395_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1395_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1395_STAMPING: A 324 1981
 HB1395_MARK LOGO: NGS   
 HB1395_PROJECTION: FLUSH
 HB1395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1395+STABILITY: POSITION/ELEVATION WELL
 HB1395_ROD/PIPE-DEPTH: 21.9 meters
 HB1395_SLEEVE-DEPTH  : 6.10 meters
 HB1395
 HB1395  HISTORY     - Date     Condition        Report By
 HB1395  HISTORY     - 1981     MONUMENTED       NGS
 HB1395
 HB1395                          STATION DESCRIPTION
 HB1395
 HB1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1395'1.35 KM (0.85 MI) SOUTH FROM CHESTER.
 HB1395'1.35 KILOMETER (0.85 MIL) SOUTH ALONG ILLINOUIS STATE HIGHWAY 150 AND
 HB1395'MISSOURI STAE HIGHWAY 51 FROM THE TOLL BOOTH OF THE BRIDGE OVER THE
 HB1395'MISSISSIPPI RIVER IN CHESTER TO THE INTERSECTION OF THE MAIN LEVEE AND
 HB1395'THE MARK AT THE TOP OF LEVEE LEADING EAST ON THE LEFT, 21.65 METERS
 HB1395'(71.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 12.50 METERS (41.0
 HB1395'FEET) NORTH OF THE CENTER OF A GRAVEL ROAD PARALELL WITH THE LEVEE AND
 HB1395'6.86 METERS (22.5 FEET) EAST OF THE EAST EXSPOSED END OF THE FLOOD
 HB1395'WALL.
 HB1395'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 HB1395'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1326 ***********************************************************************
 HB1326  DESIGNATION -  A 325
 HB1326  PID         -  HB1326
 HB1326  STATE/COUNTY-  MO/PERRY
 HB1326  USGS QUAD   -  NEELYS LANDING (1993)
 HB1326
 HB1326                         *CURRENT SURVEY CONTROL
 HB1326  ___________________________________________________________________
 HB1326* NAD 83(1986)-  37 35 03.     (N)    089 30 19.     (W)     SCALED    
 HB1326* NAVD 88     -       113.195  (meters)     371.37   (feet)  ADJUSTED  
 HB1326  ___________________________________________________________________
 HB1326  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HB1326  DYNAMIC HT  -         113.118 (meters)     371.12  (feet)  COMP
 HB1326  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 HB1326
 HB1326  VERT ORDER  -  FIRST     CLASS II
 HB1326
 HB1326.The horizontal coordinates were scaled from a topographic map and have
 HB1326.an estimated accuracy of +/- 6 seconds.
 HB1326
 HB1326.The orthometric height was determined by differential leveling
 HB1326.and adjusted by the National Geodetic Survey in June 1991..
 HB1326
 HB1326.The geoid height was determined by GEOID03.
 HB1326
 HB1326.The dynamic height is computed by dividing the NAVD 88
 HB1326.geopotential number by the normal gravity value computed on the
 HB1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1326.degrees latitude (g = 980.6199 gals.).
 HB1326
 HB1326.The modeled gravity was interpolated from observed gravity values.
 HB1326
 HB1326;                    North         East    Units  Estimated Accuracy
 HB1326;SPC MO E     -   194,750.      337,860.      MT  (+/- 180 meters Scaled)
 HB1326
 HB1326                          SUPERSEDED SURVEY CONTROL
 HB1326
 HB1326  NGVD 29 (??/??/??)  113.108  (m)          371.09   (f) ADJUSTED    1 2
 HB1326
 HB1326.Superseded values are not recommended for survey control.
 HB1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1326.See file dsdata.txt to determine how the superseded data were derived.
 HB1326
 HB1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG787626(NAD 83)
 HB1326_MARKER: I = METAL ROD
 HB1326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1326_SP_SET: STAINLESS STEEL ROD
 HB1326_STAMPING: A 325 1981
 HB1326_MARK LOGO: NGS   
 HB1326_PROJECTION: FLUSH
 HB1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1326_ROD/PIPE-DEPTH: 9.7  meters
 HB1326
 HB1326  HISTORY     - Date     Condition        Report By
 HB1326  HISTORY     - 1981     MONUMENTED       NGS
 HB1326
 HB1326                          STATION DESCRIPTION
 HB1326
 HB1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1326'5.4 KM (3.35 MI) SOUTH FROM GRAND TOWER.
 HB1326'5.4 KILOMETERS (3.35 MILES) SOUTH ALONG TOP OF LEVEE FROM THE POST
 HB1326'OFFICE IN GRAND TOWER TO THE MARK ON THE LEFT, 35.35 METERS (116.0
 HB1326'FEET) WEST OF A POWER POLE, 4.11 METERS (13.5 FEET) EAST OF THE
 HB1326'CENTER OF LEVEE ROAD.
 HB1326'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1326'THE MARK IS 0.18 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0968 ***********************************************************************
 KD0968  DESIGNATION -  A 326
 KD0968  PID         -  KD0968
 KD0968  STATE/COUNTY-  MO/SALINE
 KD0968  USGS QUAD   -  MARSHALL NORTH (1978)
 KD0968
 KD0968                         *CURRENT SURVEY CONTROL
 KD0968  ___________________________________________________________________
 KD0968* NAD 83(1986)-  39 07 39.     (N)    093 11 47.     (W)     SCALED    
 KD0968* NAVD 88     -       238.068  (meters)     781.06   (feet)  ADJUSTED  
 KD0968  ___________________________________________________________________
 KD0968  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0968  DYNAMIC HT  -         237.921 (meters)     780.58  (feet)  COMP
 KD0968  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 KD0968
 KD0968  VERT ORDER  -  FIRST     CLASS II
 KD0968
 KD0968.The horizontal coordinates were scaled from a topographic map and have
 KD0968.an estimated accuracy of +/- 6 seconds.
 KD0968
 KD0968.The orthometric height was determined by differential leveling
 KD0968.and adjusted by the National Geodetic Survey in June 1991..
 KD0968
 KD0968.The geoid height was determined by GEOID03.
 KD0968
 KD0968.The dynamic height is computed by dividing the NAVD 88
 KD0968.geopotential number by the normal gravity value computed on the
 KD0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0968.degrees latitude (g = 980.6199 gals.).
 KD0968
 KD0968.The modeled gravity was interpolated from observed gravity values.
 KD0968
 KD0968;                    North         East    Units  Estimated Accuracy
 KD0968;SPC MO C     -   365,820.      439,790.      MT  (+/- 180 meters Scaled)
 KD0968
 KD0968                          SUPERSEDED SURVEY CONTROL
 KD0968
 KD0968.No superseded survey control is available for this station.
 KD0968
 KD0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD830309(NAD 83)
 KD0968_MARKER: DB = BENCH MARK DISK
 KD0968_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KD0968_SP_SET: GRAIN ELEVATOR
 KD0968_STAMPING: A 326 1986
 KD0968_MARK LOGO: NGS   
 KD0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD0968+STABILITY: POSITION/ELEVATION WELL
 KD0968
 KD0968  HISTORY     - Date     Condition        Report By
 KD0968  HISTORY     - 1986     MONUMENTED       NGS
 KD0968
 KD0968                          STATION DESCRIPTION
 KD0968
 KD0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0968'IN MARSHALL.
 KD0968'IN MARSHALL, AT THE INTERSECTION OF HAYNIE STREET AND LAFAYETTE
 KD0968'AVENUE, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST SOUTHWESTERLY
 KD0968'1 OF 6 CONCRETE GRAIN STORAGE BINS OF THE GENCOM GRAIN INCORPORATION
 KD0968'ELEVATOR, 60.7 M (199.1 FT) SOUTH OF THE STREET CENTER, AND 32.6 M
 KD0968'(107.0 FT) EAST OF THE AVENUE CENTER.
 KD0968'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1097 ***********************************************************************
 KE1097  DESIGNATION -  A 327
 KE1097  PID         -  KE1097
 KE1097  STATE/COUNTY-  MO/JACKSON
 KE1097  USGS QUAD   -  KANSAS CITY (1991)
 KE1097
 KE1097                         *CURRENT SURVEY CONTROL
 KE1097  ___________________________________________________________________
 KE1097* NAD 83(1986)-  39 04 33.     (N)    094 36 06.     (W)     SCALED    
 KE1097* NAVD 88     -       231.303  (meters)     758.87   (feet)  ADJUSTED  
 KE1097  ___________________________________________________________________
 KE1097  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE1097  DYNAMIC HT  -         231.153 (meters)     758.37  (feet)  COMP
 KE1097  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 KE1097
 KE1097  VERT ORDER  -  FIRST     CLASS II
 KE1097
 KE1097.The horizontal coordinates were scaled from a topographic map and have
 KE1097.an estimated accuracy of +/- 6 seconds.
 KE1097
 KE1097.The orthometric height was determined by differential leveling
 KE1097.and adjusted by the National Geodetic Survey in June 1991..
 KE1097
 KE1097.The geoid height was determined by GEOID03.
 KE1097
 KE1097.The dynamic height is computed by dividing the NAVD 88
 KE1097.geopotential number by the normal gravity value computed on the
 KE1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1097.degrees latitude (g = 980.6199 gals.).
 KE1097
 KE1097.The modeled gravity was interpolated from observed gravity values.
 KE1097
 KE1097;                    North         East    Units  Estimated Accuracy
 KE1097;SPC MO W     -   322,870.      841,200.      MT  (+/- 180 meters Scaled)
 KE1097
 KE1097                          SUPERSEDED SURVEY CONTROL
 KE1097
 KE1097.No superseded survey control is available for this station.
 KE1097
 KE1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD614264(NAD 83)
 KE1097_MARKER: DB = BENCH MARK DISK
 KE1097_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1097_SP_SET: PIER
 KE1097_STAMPING: A 327 1986
 KE1097_MARK LOGO: NGS   
 KE1097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1097+STABILITY: POSITION/ELEVATION WELL
 KE1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1097+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 KE1097
 KE1097  HISTORY     - Date     Condition        Report By
 KE1097  HISTORY     - 1986     MONUMENTED       NGS
 KE1097  HISTORY     - 20050423 GOOD             GEOCAC
 KE1097
 KE1097                          STATION DESCRIPTION
 KE1097
 KE1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1097'IN KANSAS CITY.
 KE1097'IN KANSAS CITY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 35 AND
 KE1097'SOUTHWESTERN BOULEVARD, SET VERTICALLY IN THE EAST FACE OF THE MOST
 KE1097'EASTERLY 1 OF 2 COLUMNS OF THE SECOND PIER WEST OF THE EAST ABUTMENT
 KE1097'OF THE SOUTH BOUND HIGHWAY OVERPASS OF THE BOULEVARD, 61.3 M (201.1
 KE1097'FT) EAST OF THE CENTER OF THE NORTH BOUND LANES OF THE BOULEVARD, AND
 KE1097'3.0 M (9.8 FT) NORTH OF THE CENTER OF THE SOUTH BOUND LANES OF THE
 KE1097'HIGHWAY.
 KE1097'THE MARK IS 1.4 M ABOVE THE GROUND.
 KE1097
 KE1097                          STATION RECOVERY (2005)
 KE1097
 KE1097'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1100 ***********************************************************************
 KE1100  DESIGNATION -  A 328
 KE1100  PID         -  KE1100
 KE1100  STATE/COUNTY-  MO/JACKSON
 KE1100  USGS QUAD   -  KANSAS CITY (1991)
 KE1100
 KE1100                         *CURRENT SURVEY CONTROL
 KE1100  ___________________________________________________________________
 KE1100* NAD 83(1986)-  39 05 45.     (N)    094 35 00.     (W)     SCALED    
 KE1100* NAVD 88     -       254.443  (meters)     834.79   (feet)  ADJUSTED  
 KE1100  ___________________________________________________________________
 KE1100  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1100  DYNAMIC HT  -         254.278 (meters)     834.24  (feet)  COMP
 KE1100  MODELED GRAV-     979,973.7   (mgal)                       NAVD 88
 KE1100
 KE1100  VERT ORDER  -  FIRST     CLASS II
 KE1100
 KE1100.The horizontal coordinates were scaled from a topographic map and have
 KE1100.an estimated accuracy of +/- 6 seconds.
 KE1100
 KE1100.The orthometric height was determined by differential leveling
 KE1100.and adjusted by the National Geodetic Survey in June 1991..
 KE1100
 KE1100.The geoid height was determined by GEOID03.
 KE1100
 KE1100.The dynamic height is computed by dividing the NAVD 88
 KE1100.geopotential number by the normal gravity value computed on the
 KE1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1100.degrees latitude (g = 980.6199 gals.).
 KE1100
 KE1100.The modeled gravity was interpolated from observed gravity values.
 KE1100
 KE1100;                    North         East    Units  Estimated Accuracy
 KE1100;SPC MO W     -   325,090.      842,790.      MT  (+/- 180 meters Scaled)
 KE1100
 KE1100                          SUPERSEDED SURVEY CONTROL
 KE1100
 KE1100.No superseded survey control is available for this station.
 KE1100
 KE1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD630286(NAD 83)
 KE1100_MARKER: DV = VERTICAL CONTROL DISK
 KE1100_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1100_SP_SET: PIER
 KE1100_STAMPING: A 328 1986
 KE1100_MARK LOGO: NGS   
 KE1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1100+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 KE1100
 KE1100  HISTORY     - Date     Condition        Report By
 KE1100  HISTORY     - 1986     MONUMENTED       NGS
 KE1100  HISTORY     - 19890822 GOOD             NGS
 KE1100  HISTORY     - 20050820 GOOD             GEOCAC
 KE1100
 KE1100                          STATION DESCRIPTION
 KE1100
 KE1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1100'IN KANSAS CITY.
 KE1100'IN KANSAS CITY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND MAIN
 KE1100'STREET, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY 1 OF 2
 KE1100'COLUMNS OF THE CENTER PIER OF THE STREET OVERPASS OF THE HIGHWAY, 1.6
 KE1100'M (5.2 FT) NORTH OF THE NORTH CURB OF THE EAST BOUND HIGHWAY LANES,
 KE1100'AND 1.6 M (5.2 FT) SOUTH OF THE SOUTH CURB OF THE WEST BOUND HIGHWAY
 KE1100'LANES.
 KE1100'THE MARK IS 1.4 M ABOVE THE GROUND.
 KE1100
 KE1100                          STATION RECOVERY (1989)
 KE1100
 KE1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE1100'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 KE1100'CHANGE--INTERSTATE HIGHWAY 70, TO INTERSTATE HIGHWAY 670.
 KE1100
 KE1100                          STATION RECOVERY (2005)
 KE1100
 KE1100'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1132 ***********************************************************************
 KE1132  DESIGNATION -  A 329
 KE1132  PID         -  KE1132
 KE1132  STATE/COUNTY-  MO/LAFAYETTE
 KE1132  USGS QUAD   -  CAMDEN (1978)
 KE1132
 KE1132                         *CURRENT SURVEY CONTROL
 KE1132  ___________________________________________________________________
 KE1132* NAD 83(1986)-  39 07 59.     (N)    094 03 50.     (W)     SCALED    
 KE1132* NAVD 88     -       216.218  (meters)     709.38   (feet)  ADJUSTED  
 KE1132  ___________________________________________________________________
 KE1132  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1132  DYNAMIC HT  -         216.082 (meters)     708.93  (feet)  COMP
 KE1132  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 KE1132
 KE1132  VERT ORDER  -  FIRST     CLASS II
 KE1132
 KE1132.The horizontal coordinates were scaled from a topographic map and have
 KE1132.an estimated accuracy of +/- 6 seconds.
 KE1132
 KE1132.The orthometric height was determined by differential leveling
 KE1132.and adjusted by the National Geodetic Survey in June 1991..
 KE1132
 KE1132.The geoid height was determined by GEOID03.
 KE1132
 KE1132.The dynamic height is computed by dividing the NAVD 88
 KE1132.geopotential number by the normal gravity value computed on the
 KE1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1132.degrees latitude (g = 980.6199 gals.).
 KE1132
 KE1132.The modeled gravity was interpolated from observed gravity values.
 KE1132
 KE1132;                    North         East    Units  Estimated Accuracy
 KE1132;SPC MO W     -   329,310.      887,710.      MT  (+/- 180 meters Scaled)
 KE1132
 KE1132                          SUPERSEDED SURVEY CONTROL
 KE1132
 KE1132.No superseded survey control is available for this station.
 KE1132
 KE1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD080320(NAD 83)
 KE1132_MARKER: I = METAL ROD
 KE1132_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KE1132_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KE1132_STAMPING: A 329 1986
 KE1132_MARK LOGO: NGS   
 KE1132_PROJECTION: RECESSED 2 CENTIMETERS
 KE1132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1132+STABILITY: POSITION/ELEVATION WELL
 KE1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1132+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 KE1132_ROD/PIPE-DEPTH: 7.3  meters
 KE1132_SLEEVE-DEPTH  : 7.0 meters
 KE1132
 KE1132  HISTORY     - Date     Condition        Report By
 KE1132  HISTORY     - 1986     MONUMENTED       NGS
 KE1132  HISTORY     - 20051001 GOOD             GEOCAC
 KE1132
 KE1132                          STATION DESCRIPTION
 KE1132
 KE1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1132'18.5 KM (11.5 MI) WEST FROM LEXINGTON.
 KE1132'18.5 KM (11.5 MI) WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 KE1132'IN LEXINGTON, 29.0 M (95.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.6 M
 KE1132'(31.5 FT) NORTH OF THE NEAR RAIL OF THE MISSOURI PACIFIC RAILROAD, 5.4
 KE1132'M (17.7 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO THE U.S.
 KE1132'ARMY CORP OF ENGINEERS OFFICE, AND 3.0 M (9.8 FT) NORTHWEST OF A FENCE
 KE1132'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1132'THE MARK IS 0.8 METERS  SW FROM  A WITNESS POST AND FENCE
 KE1132'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 KE1132
 KE1132                          STATION RECOVERY (2005)
 KE1132
 KE1132'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0238 ***********************************************************************
 JD0238  DESIGNATION -  A 33
 JD0238  PID         -  JD0238
 JD0238  STATE/COUNTY-  MO/MILLER
 JD0238  USGS QUAD   -  ELDON (1983)
 JD0238
 JD0238                         *CURRENT SURVEY CONTROL
 JD0238  ___________________________________________________________________
 JD0238* NAD 83(1986)-  38 21 51.     (N)    092 36 46.     (W)     SCALED    
 JD0238* NAVD 88     -       269.406  (meters)     883.88   (feet)  ADJUSTED  
 JD0238  ___________________________________________________________________
 JD0238  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JD0238  DYNAMIC HT  -         269.216 (meters)     883.25  (feet)  COMP
 JD0238  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 JD0238
 JD0238  VERT ORDER  -  SECOND    CLASS 0
 JD0238
 JD0238.The horizontal coordinates were scaled from a topographic map and have
 JD0238.an estimated accuracy of +/- 6 seconds.
 JD0238
 JD0238.The orthometric height was determined by differential leveling
 JD0238.and adjusted by the National Geodetic Survey in June 1991..
 JD0238
 JD0238.The geoid height was determined by GEOID03.
 JD0238
 JD0238.The dynamic height is computed by dividing the NAVD 88
 JD0238.geopotential number by the normal gravity value computed on the
 JD0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0238.degrees latitude (g = 980.6199 gals.).
 JD0238
 JD0238.The modeled gravity was interpolated from observed gravity values.
 JD0238
 JD0238;                    North         East    Units  Estimated Accuracy
 JD0238;SPC MO C     -   280,860.      490,140.      MT  (+/- 180 meters Scaled)
 JD0238
 JD0238                          SUPERSEDED SURVEY CONTROL
 JD0238
 JD0238  NGVD 29 (??/??/92)  269.336  (m)          883.65   (f) ADJ UNCH    2 0
 JD0238
 JD0238.Superseded values are not recommended for survey control.
 JD0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0238.See file dsdata.txt to determine how the superseded data were derived.
 JD0238
 JD0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC338462(NAD 83)
 JD0238_MARKER: DB = BENCH MARK DISK
 JD0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0238_STAMPING: A 33 1934
 JD0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0238+STABILITY: SURFACE MOTION
 JD0238
 JD0238  HISTORY     - Date     Condition        Report By
 JD0238  HISTORY     - 1934     MONUMENTED       CGS
 JD0238
 JD0238                          STATION DESCRIPTION
 JD0238
 JD0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JD0238'2.6 MI NW FROM ELDON.
 JD0238'2.6 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0238'RAILROAD FROM ELDON, 76 FEET NORTHWEST OF THE SEVENTH POLE NORTHWEST
 JD0238'OF MILEPOST 162, AT A COUNTY-ROAD CROSSING, 43 FEET NORTH OF THE
 JD0238'CENTERLINE OF THE TRACK, 27 FEET EAST OF THE CENTERLINE OF THE
 JD0238'ROAD, AND 48 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 52.
 JD0238'A STANDARD DISK, STAMPED A 33 1934 AND SET IN THE TOP OF A
 JD0238'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0992 ***********************************************************************
 KD0992  DESIGNATION -  A 330
 KD0992  PID         -  KD0992
 KD0992  STATE/COUNTY-  MO/SALINE
 KD0992  USGS QUAD   -  GLASGOW (1971)
 KD0992
 KD0992                         *CURRENT SURVEY CONTROL
 KD0992  ___________________________________________________________________
 KD0992* NAD 83(1986)-  39 13 23.     (N)    092 51 19.     (W)     SCALED    
 KD0992* NAVD 88     -       200.367  (meters)     657.37   (feet)  ADJUSTED  
 KD0992  ___________________________________________________________________
 KD0992  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD0992  DYNAMIC HT  -         200.245 (meters)     656.97  (feet)  COMP
 KD0992  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 KD0992
 KD0992  VERT ORDER  -  FIRST     CLASS II
 KD0992
 KD0992.The horizontal coordinates were scaled from a topographic map and have
 KD0992.an estimated accuracy of +/- 6 seconds.
 KD0992
 KD0992.The orthometric height was determined by differential leveling
 KD0992.and adjusted by the National Geodetic Survey in June 1991..
 KD0992
 KD0992.The geoid height was determined by GEOID03.
 KD0992
 KD0992.The dynamic height is computed by dividing the NAVD 88
 KD0992.geopotential number by the normal gravity value computed on the
 KD0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0992.degrees latitude (g = 980.6199 gals.).
 KD0992
 KD0992.The modeled gravity was interpolated from observed gravity values.
 KD0992
 KD0992;                    North         East    Units  Estimated Accuracy
 KD0992;SPC MO C     -   376,250.      469,320.      MT  (+/- 180 meters Scaled)
 KD0992
 KD0992                          SUPERSEDED SURVEY CONTROL
 KD0992
 KD0992.No superseded survey control is available for this station.
 KD0992
 KD0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD124415(NAD 83)
 KD0992_MARKER: DB = BENCH MARK DISK
 KD0992_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KD0992_SP_SET: BRIDGE ABUTMENT
 KD0992_STAMPING: A 330 1986
 KD0992_MARK LOGO: NGS   
 KD0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD0992+STABILITY: POSITION/ELEVATION WELL
 KD0992
 KD0992  HISTORY     - Date     Condition        Report By
 KD0992  HISTORY     - 1986     MONUMENTED       NGS
 KD0992
 KD0992                          STATION DESCRIPTION
 KD0992
 KD0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0992'0.7 KM (0.45 MI) WEST FROM GLASGOW.
 KD0992'0.7 KM (0.45 MI) WESTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0992'WITH STATE HIGHWAY 87 IN GLASGOW, IN TOP OF AND 0.6 M (2.0 FT) SOUTH
 KD0992'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE ILLINOIS CENTRAL
 KD0992'AND GULF RAILROAD BRIDGE SPANNING THE MISSOURI RIVER, 30.4 M (99.7 FT)
 KD0992'NORTH OF THE HIGHWAY CENTERLINE, AND 1.8 M (5.9 FT) NORTH OF THE NEAR
 KD0992'RAIL.
 KD0992'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2420 ***********************************************************************
 JD2420  DESIGNATION -  A 331
 JD2420  PID         -  JD2420
 JD2420  STATE/COUNTY-  MO/COOPER
 JD2420  USGS QUAD   -  BOONVILLE (1979)
 JD2420
 JD2420                         *CURRENT SURVEY CONTROL
 JD2420  ___________________________________________________________________
 JD2420* NAD 83(1986)-  38 54 05.     (N)    092 39 51.     (W)     SCALED    
 JD2420* NAVD 88     -       187.713  (meters)     615.86   (feet)  ADJUSTED  
 JD2420  ___________________________________________________________________
 JD2420  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JD2420  DYNAMIC HT  -         187.591 (meters)     615.45  (feet)  COMP
 JD2420  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 JD2420
 JD2420  VERT ORDER  -  FIRST     CLASS II
 JD2420
 JD2420.The horizontal coordinates were scaled from a topographic map and have
 JD2420.an estimated accuracy of +/- 6 seconds.
 JD2420
 JD2420.The orthometric height was determined by differential leveling
 JD2420.and adjusted by the National Geodetic Survey in June 1991..
 JD2420
 JD2420.The geoid height was determined by GEOID03.
 JD2420
 JD2420.The dynamic height is computed by dividing the NAVD 88
 JD2420.geopotential number by the normal gravity value computed on the
 JD2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2420.degrees latitude (g = 980.6199 gals.).
 JD2420
 JD2420.The modeled gravity was interpolated from observed gravity values.
 JD2420
 JD2420;                    North         East    Units  Estimated Accuracy
 JD2420;SPC MO C     -   340,500.      485,760.      MT  (+/- 180 meters Scaled)
 JD2420
 JD2420                          SUPERSEDED SURVEY CONTROL
 JD2420
 JD2420.No superseded survey control is available for this station.
 JD2420
 JD2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD291058(NAD 83)
 JD2420_MARKER: I = METAL ROD
 JD2420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2420_SP_SET: STAINLESS STEEL ROD
 JD2420_STAMPING: A 331 1986
 JD2420_MARK LOGO: NGS   
 JD2420_PROJECTION: FLUSH
 JD2420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2420_ROD/PIPE-DEPTH: 4.3  meters
 JD2420
 JD2420  HISTORY     - Date     Condition        Report By
 JD2420  HISTORY     - 1986     MONUMENTED       NGS
 JD2420
 JD2420                          STATION DESCRIPTION
 JD2420
 JD2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2420'11.9 KM (7.4 MI) SE FROM BOONVILLE.
 JD2420'11.9 KM (7.4 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2420'COURTHOUSE IN BOONVILLE, 10.7 M (35.1 FT) NORTHWEST OF A UTILITY POLE,
 JD2420'9.1 M (29.9 FT) NORTH-NORTHEAST OF THE HIGHWAY CENTERLINE, 5.6 M
 JD2420'(18.4 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO THE
 JD2420'FAHRENBRINKS RESIDENCE, AND 1.5 M (4.9 FT) SOUTHEAST OF AN UNDERGROUND
 JD2420'CABLE JUNCTION BOX. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JD2420'5-INCH LOGO CAP.
 JD2420'THE MARK IS 0.2 METERS  SSW FROM  A WITNESS POST AND FENCE
 JD2420'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0941 ***********************************************************************
 KD0941  DESIGNATION -  A 332
 KD0941  PID         -  KD0941
 KD0941  STATE/COUNTY-  MO/LAFAYETTE
 KD0941  USGS QUAD   -  DOVER (1978)
 KD0941
 KD0941                         *CURRENT SURVEY CONTROL
 KD0941  ___________________________________________________________________
 KD0941* NAD 83(1986)-  39 11 22.     (N)    093 42 42.     (W)     SCALED    
 KD0941* NAVD 88     -       248.946  (meters)     816.75   (feet)  ADJUSTED  
 KD0941  ___________________________________________________________________
 KD0941  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0941  DYNAMIC HT  -         248.791 (meters)     816.24  (feet)  COMP
 KD0941  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 KD0941
 KD0941  VERT ORDER  -  FIRST     CLASS II
 KD0941
 KD0941.The horizontal coordinates were scaled from a topographic map and have
 KD0941.an estimated accuracy of +/- 6 seconds.
 KD0941
 KD0941.The orthometric height was determined by differential leveling
 KD0941.and adjusted by the National Geodetic Survey in June 1991..
 KD0941
 KD0941.The geoid height was determined by GEOID03.
 KD0941
 KD0941.The dynamic height is computed by dividing the NAVD 88
 KD0941.geopotential number by the normal gravity value computed on the
 KD0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0941.degrees latitude (g = 980.6199 gals.).
 KD0941
 KD0941.The modeled gravity was interpolated from observed gravity values.
 KD0941
 KD0941;                    North         East    Units  Estimated Accuracy
 KD0941;SPC MO W     -   335,780.      918,100.      MT  (+/- 180 meters Scaled)
 KD0941
 KD0941                          SUPERSEDED SURVEY CONTROL
 KD0941
 KD0941.No superseded survey control is available for this station.
 KD0941
 KD0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD385380(NAD 83)
 KD0941_MARKER: I = METAL ROD
 KD0941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0941_SP_SET: STAINLESS STEEL ROD
 KD0941_STAMPING: A 332 1986
 KD0941_MARK LOGO: NGS   
 KD0941_PROJECTION: FLUSH
 KD0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0941_ROD/PIPE-DEPTH: 14.3 meters
 KD0941
 KD0941  HISTORY     - Date     Condition        Report By
 KD0941  HISTORY     - 1986     MONUMENTED       NGS
 KD0941
 KD0941                          STATION DESCRIPTION
 KD0941
 KD0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0941'15.2 KM (9.45 MI) EAST FROM LEXINGTON.
 KD0941'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 KD0941'IN LEXINGTON, THENCE 11.6 KM (7.2 MI) EASTERLY ALONG U.S. HIGHWAY 24,
 KD0941'0.6 KM (0.35 MI) EAST OF THE INTERSECTION OF STATE HIGHWAY 213, 11.8 M
 KD0941'(38.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) WEST OF A
 KD0941'UTILITY POLE, AND 1.7 M (5.6 FT) EAST OF A T-FENCE CORNER.
 KD0941'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0941'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KD0941'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2407 ***********************************************************************
 JD2407  DESIGNATION -  A 333
 JD2407  PID         -  JD2407
 JD2407  STATE/COUNTY-  MO/COLE
 JD2407  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2407
 JD2407                         *CURRENT SURVEY CONTROL
 JD2407  ___________________________________________________________________
 JD2407* NAD 83(1986)-  38 33 35.     (N)    092 09 22.     (W)     SCALED    
 JD2407* NAVD 88     -       176.833  (meters)     580.16   (feet)  ADJUSTED  
 JD2407  ___________________________________________________________________
 JD2407  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JD2407  DYNAMIC HT  -         176.714 (meters)     579.77  (feet)  COMP
 JD2407  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 JD2407
 JD2407  VERT ORDER  -  FIRST     CLASS II
 JD2407
 JD2407.The horizontal coordinates were scaled from a topographic map and have
 JD2407.an estimated accuracy of +/- 6 seconds.
 JD2407
 JD2407.The orthometric height was determined by differential leveling
 JD2407.and adjusted by the National Geodetic Survey in June 1991..
 JD2407
 JD2407.The geoid height was determined by GEOID03.
 JD2407
 JD2407.The dynamic height is computed by dividing the NAVD 88
 JD2407.geopotential number by the normal gravity value computed on the
 JD2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2407.degrees latitude (g = 980.6199 gals.).
 JD2407
 JD2407.The modeled gravity was interpolated from observed gravity values.
 JD2407
 JD2407;                    North         East    Units  Estimated Accuracy
 JD2407;SPC MO C     -   302,610.      529,970.      MT  (+/- 180 meters Scaled)
 JD2407
 JD2407                          SUPERSEDED SURVEY CONTROL
 JD2407
 JD2407.No superseded survey control is available for this station.
 JD2407
 JD2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC735682(NAD 83)
 JD2407_MARKER: DV = VERTICAL CONTROL DISK
 JD2407_SETTING: 66 = SET IN ROCK OUTCROP
 JD2407_SP_SET: IN A DRILL HOLE IN BEDROCK
 JD2407_STAMPING: A 333 1986
 JD2407_MARK LOGO: NGS   
 JD2407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2407+STABILITY: POSITION/ELEVATION WELL
 JD2407
 JD2407  HISTORY     - Date     Condition        Report By
 JD2407  HISTORY     - 1986     MONUMENTED       NGS
 JD2407  HISTORY     - 19890718 GOOD             NGS
 JD2407
 JD2407                          STATION DESCRIPTION
 JD2407
 JD2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2407'IN JEFFERSON CITY.
 JD2407'IN JEFFERSON CITY, AT THE INTERSECTION OF VETTER LANE AND EAST ELM
 JD2407'STREET, IN THE NORTHEAST FACE OF A ROCK LEDGE, 92.0 M (301.8 FT)
 JD2407'NORTHWEST OF THE SOUTHEAST END OF THE LEDGE, 14.0 M (45.9 FT)
 JD2407'SOUTHWEST OF THE STREET CENTER, 4.1 M (13.5 FT) SOUTHWEST OF THE SOUTH
 JD2407'END OF A MULTI-BOX CULVERT, AND 1.5 M (4.9 FT) NORTHWEST OF THE
 JD2407'EXTENDED LANE CENTER.
 JD2407'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JD2407'THE MARK IS 0.5 M ABOVE THE STREET.
 JD2407
 JD2407                          STATION RECOVERY (1989)
 JD2407
 JD2407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD2407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1343 ***********************************************************************
 JC1343  DESIGNATION -  A 334
 JC1343  PID         -  JC1343
 JC1343  STATE/COUNTY-  MO/FRANKLIN
 JC1343  USGS QUAD   -  DISSEN (1973)
 JC1343
 JC1343                         *CURRENT SURVEY CONTROL
 JC1343  ___________________________________________________________________
 JC1343* NAD 83(1986)-  38 37 11.     (N)    091 17 59.     (W)     SCALED    
 JC1343* NAVD 88     -       172.393  (meters)     565.59   (feet)  ADJUSTED  
 JC1343  ___________________________________________________________________
 JC1343  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JC1343  DYNAMIC HT  -         172.283 (meters)     565.23  (feet)  COMP
 JC1343  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 JC1343
 JC1343  VERT ORDER  -  FIRST     CLASS II
 JC1343
 JC1343.The horizontal coordinates were scaled from a topographic map and have
 JC1343.an estimated accuracy of +/- 6 seconds.
 JC1343
 JC1343.The orthometric height was determined by differential leveling
 JC1343.and adjusted by the National Geodetic Survey in June 1991..
 JC1343
 JC1343.The geoid height was determined by GEOID03.
 JC1343
 JC1343.The dynamic height is computed by dividing the NAVD 88
 JC1343.geopotential number by the normal gravity value computed on the
 JC1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1343.degrees latitude (g = 980.6199 gals.).
 JC1343
 JC1343.The modeled gravity was interpolated from observed gravity values.
 JC1343
 JC1343;                    North         East    Units  Estimated Accuracy
 JC1343;SPC MO E     -   309,520.      180,360.      MT  (+/- 180 meters Scaled)
 JC1343
 JC1343                          SUPERSEDED SURVEY CONTROL
 JC1343
 JC1343.No superseded survey control is available for this station.
 JC1343
 JC1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC480759(NAD 83)
 JC1343_MARKER: I = METAL ROD
 JC1343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1343_SP_SET: STAINLESS STEEL ROD
 JC1343_STAMPING: A 334 1986
 JC1343_MARK LOGO: NGS   
 JC1343_PROJECTION: FLUSH
 JC1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1343_ROD/PIPE-DEPTH: 4.9  meters
 JC1343
 JC1343  HISTORY     - Date     Condition        Report By
 JC1343  HISTORY     - 1986     MONUMENTED       NGS
 JC1343
 JC1343                          STATION DESCRIPTION
 JC1343
 JC1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1343'17.0 KM (10.55 MI) EAST FROM HERMANN.
 JC1343'17.0 KM (10.55 MI) EASTERLY ALONG STATE HIGHWAY 100 FROM THE
 JC1343'COURTHOUSE IN HERMANN, 25.1 M (82.3 FT) NORTHEAST OF THE HIGHWAY
 JC1343'CENTERLINE, 19.4 M (63.6 FT) EAST OF A FENCE CORNER, 12.8 M (42.0 FT)
 JC1343'NORTHWEST OF THE CENTER OF COUNTY ROAD B, AND 5.2 M (17.1 FT) WEST OF
 JC1343'A FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JC1343'LOGO CAP.
 JC1343'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 JC1343'THE MARK IS 2.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1366 ***********************************************************************
 JC1366  DESIGNATION -  A 335
 JC1366  PID         -  JC1366
 JC1366  STATE/COUNTY-  MO/GASCONADE
 JC1366  USGS QUAD   -  GASCONADE (1974)
 JC1366
 JC1366                         *CURRENT SURVEY CONTROL
 JC1366  ___________________________________________________________________
 JC1366* NAD 83(1986)-  38 39 06.     (N)    091 32 42.     (W)     SCALED    
 JC1366* NAVD 88     -       219.471  (meters)     720.05   (feet)  ADJUSTED  
 JC1366  ___________________________________________________________________
 JC1366  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JC1366  DYNAMIC HT  -         219.327 (meters)     719.58  (feet)  COMP
 JC1366  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 JC1366
 JC1366  VERT ORDER  -  FIRST     CLASS II
 JC1366
 JC1366.The horizontal coordinates were scaled from a topographic map and have
 JC1366.an estimated accuracy of +/- 6 seconds.
 JC1366
 JC1366.The orthometric height was determined by differential leveling
 JC1366.and adjusted by the National Geodetic Survey in June 1991..
 JC1366
 JC1366.The geoid height was determined by GEOID03.
 JC1366
 JC1366.The dynamic height is computed by dividing the NAVD 88
 JC1366.geopotential number by the normal gravity value computed on the
 JC1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1366.degrees latitude (g = 980.6199 gals.).
 JC1366
 JC1366.The modeled gravity was interpolated from observed gravity values.
 JC1366
 JC1366;                    North         East    Units  Estimated Accuracy
 JC1366;SPC MO E     -   313,280.      159,040.      MT  (+/- 180 meters Scaled)
 JC1366
 JC1366                          SUPERSEDED SURVEY CONTROL
 JC1366
 JC1366.No superseded survey control is available for this station.
 JC1366
 JC1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC266791(NAD 83)
 JC1366_MARKER: I = METAL ROD
 JC1366_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1366+WITH SETTING: INFORMATION.
 JC1366_SP_SET: SHALLOW-SET METAL ROD
 JC1366_STAMPING: A 335 1986
 JC1366_MARK LOGO: NGS   
 JC1366_PROJECTION: FLUSH
 JC1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1366_ROD/PIPE-DEPTH: 2.4  meters
 JC1366
 JC1366  HISTORY     - Date     Condition        Report By
 JC1366  HISTORY     - 1986     MONUMENTED       NGS
 JC1366
 JC1366                          STATION DESCRIPTION
 JC1366
 JC1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1366'14.7 KM (9.15 MI) WEST FROM HERMANN.
 JC1366'14.7 KM (9.15 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1366'IN HERMANN, 10.8 M (35.4 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD
 JC1366'LEADING NORTHWEST, 10.4 M (34.1 FT) SOUTHWEST OF THE HIGHWAY
 JC1366'CENTERLINE, 2.5 M (8.2 FT) SOUTH-SOUTHEAST OF A FENCE CORNER, AND 1.4
 JC1366'M (4.6 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 JC1366'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JC1366'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 JC1366'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1098 ***********************************************************************
 HC1098  DESIGNATION -  A 337
 HC1098  PID         -  HC1098
 HC1098  STATE/COUNTY-  MO/PHELPS
 HC1098  USGS QUAD   -  EDGAR SPRINGS (1954)
 HC1098
 HC1098                         *CURRENT SURVEY CONTROL
 HC1098  ___________________________________________________________________
 HC1098* NAD 83(1986)-  37 40 28.     (N)    091 52 27.     (W)     SCALED    
 HC1098* NAVD 88     -       363.433  (meters)    1192.36   (feet)  ADJUSTED  
 HC1098  ___________________________________________________________________
 HC1098  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HC1098  DYNAMIC HT  -         363.150 (meters)    1191.43  (feet)  COMP
 HC1098  MODELED GRAV-     979,840.6   (mgal)                       NAVD 88
 HC1098
 HC1098  VERT ORDER  -  FIRST     CLASS II
 HC1098
 HC1098.The horizontal coordinates were scaled from a topographic map and have
 HC1098.an estimated accuracy of +/- 6 seconds.
 HC1098
 HC1098.The orthometric height was determined by differential leveling
 HC1098.and adjusted by the National Geodetic Survey in June 1991..
 HC1098
 HC1098.The geoid height was determined by GEOID03.
 HC1098
 HC1098.The dynamic height is computed by dividing the NAVD 88
 HC1098.geopotential number by the normal gravity value computed on the
 HC1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1098.degrees latitude (g = 980.6199 gals.).
 HC1098
 HC1098.The modeled gravity was interpolated from observed gravity values.
 HC1098
 HC1098;                    North         East    Units  Estimated Accuracy
 HC1098;SPC MO C     -   204,480.      555,210.      MT  (+/- 180 meters Scaled)
 HC1098
 HC1098                          SUPERSEDED SURVEY CONTROL
 HC1098
 HC1098  NGVD 29 (10/05/93)  363.344  (m)         1192.07   (f) ADJUSTED    1 2
 HC1098
 HC1098.Superseded values are not recommended for survey control.
 HC1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1098.See file dsdata.txt to determine how the superseded data were derived.
 HC1098
 HC1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB992702(NAD 83)
 HC1098_MARKER: I = METAL ROD
 HC1098_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HC1098_SP_SET: STAINLESS STEEL ROD
 HC1098_STAMPING: A 337 1986
 HC1098_MARK LOGO: NGS   
 HC1098_PROJECTION: FLUSH
 HC1098_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1098_ROD/PIPE-DEPTH: 3.4  meters
 HC1098
 HC1098  HISTORY     - Date     Condition        Report By
 HC1098  HISTORY     - 1986     MONUMENTED       NGS
 HC1098
 HC1098                          STATION DESCRIPTION
 HC1098
 HC1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1098'19.9 KM (12.35 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 HC1098'WITH STATE HIGHWAY 137 IN LICKING, 43.3 M (142.1 FT) WEST OF THE
 HC1098'CENTERLINE OF THE HIGHWAY, 42.7 M (140.1 FT) NORTH OF THE CENTER OF A
 HC1098'DRIVEWAY LEADING WEST, 1.2 M (3.9 FT) SOUTHWEST OF UTILITY POLE
 HC1098'NUMBER 6 22-1 AND A UTILITY LINE CROSSING THE HIGHWAY, 0.3 M (1.0 FT)
 HC1098'EAST OF A WITNESS POST AND FENCE, AND LEVEL WITH THE HIGHWAY.
 HC1098'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0988 ***********************************************************************
 KD0988  DESIGNATION -  A 338
 KD0988  PID         -  KD0988
 KD0988  STATE/COUNTY-  MO/SALINE
 KD0988  USGS QUAD   -  SALINE CITY (1971)
 KD0988
 KD0988                         *CURRENT SURVEY CONTROL
 KD0988  ___________________________________________________________________
 KD0988* NAD 83(1986)-  39 13 43.     (N)    092 58 50.     (W)     SCALED    
 KD0988* NAVD 88     -       228.990  (meters)     751.28   (feet)  ADJUSTED  
 KD0988  ___________________________________________________________________
 KD0988  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0988  DYNAMIC HT  -         228.849 (meters)     750.82  (feet)  COMP
 KD0988  MODELED GRAV-     980,010.2   (mgal)                       NAVD 88
 KD0988
 KD0988  VERT ORDER  -  FIRST     CLASS II
 KD0988
 KD0988.The horizontal coordinates were scaled from a topographic map and have
 KD0988.an estimated accuracy of +/- 6 seconds.
 KD0988
 KD0988.The orthometric height was determined by differential leveling
 KD0988.and adjusted by the National Geodetic Survey in June 1991..
 KD0988
 KD0988.The geoid height was determined by GEOID03.
 KD0988
 KD0988.The dynamic height is computed by dividing the NAVD 88
 KD0988.geopotential number by the normal gravity value computed on the
 KD0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0988.degrees latitude (g = 980.6199 gals.).
 KD0988
 KD0988.The modeled gravity was interpolated from observed gravity values.
 KD0988
 KD0988;                    North         East    Units  Estimated Accuracy
 KD0988;SPC MO C     -   376,920.      458,510.      MT  (+/- 180 meters Scaled)
 KD0988
 KD0988                          SUPERSEDED SURVEY CONTROL
 KD0988
 KD0988.No superseded survey control is available for this station.
 KD0988
 KD0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD016421(NAD 83)
 KD0988_MARKER: I = METAL ROD
 KD0988_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KD0988+WITH SETTING: INFORMATION.
 KD0988_SP_SET: SHALLOW-SET METAL ROD
 KD0988_STAMPING: A 338 1986
 KD0988_MARK LOGO: NGS   
 KD0988_PROJECTION: FLUSH
 KD0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0988_ROD/PIPE-DEPTH: 2.9  meters
 KD0988
 KD0988  HISTORY     - Date     Condition        Report By
 KD0988  HISTORY     - 1986     MONUMENTED       NGS
 KD0988
 KD0988                          STATION DESCRIPTION
 KD0988
 KD0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0988'12.2 KM (7.6 MI) WEST FROM GLASGOW.
 KD0988'12.2 KM (7.6 MI) WESTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0988'WITH STATE HIGHWAY 87 IN GLASGOW, 1.3 KM (0.8 MI) EAST OF THE
 KD0988'INTERSECTION OF STATE HIGHWAY D, 30.9 M (101.4 FT) SOUTH OF THE
 KD0988'HIGHWAY CENTERLINE, 21.5 M (70.5 FT) SOUTH OF A FENCE CORNER, 5.2 M
 KD0988'(17.1 FT) EAST OF THE CENTER OF COUNTY ROAD 124, AND 2.7 M (8.9 FT)
 KD0988'NORTH-NORTHEAST OF A UTILITY POLE. NOTE--ACCESS TO DATUM POINT IS HAD
 KD0988'THROUGH A 5-INCH LOGO CAP.
 KD0988'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 KD0988'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1383 ***********************************************************************
 JC1383  DESIGNATION -  A 339
 JC1383  PID         -  JC1383
 JC1383  STATE/COUNTY-  MO/OSAGE
 JC1383  USGS QUAD   -  MOKANE EAST (1985)
 JC1383
 JC1383                         *CURRENT SURVEY CONTROL
 JC1383  ___________________________________________________________________
 JC1383* NAD 83(1986)-  38 39 04.     (N)    091 50 34.     (W)     SCALED    
 JC1383* NAVD 88     -       180.748  (meters)     593.00   (feet)  ADJUSTED  
 JC1383  ___________________________________________________________________
 JC1383  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JC1383  DYNAMIC HT  -         180.627 (meters)     592.61  (feet)  COMP
 JC1383  MODELED GRAV-     979,955.9   (mgal)                       NAVD 88
 JC1383
 JC1383  VERT ORDER  -  FIRST     CLASS II
 JC1383
 JC1383.The horizontal coordinates were scaled from a topographic map and have
 JC1383.an estimated accuracy of +/- 6 seconds.
 JC1383
 JC1383.The orthometric height was determined by differential leveling
 JC1383.and adjusted by the National Geodetic Survey in June 1991..
 JC1383
 JC1383.The geoid height was determined by GEOID03.
 JC1383
 JC1383.The dynamic height is computed by dividing the NAVD 88
 JC1383.geopotential number by the normal gravity value computed on the
 JC1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1383.degrees latitude (g = 980.6199 gals.).
 JC1383
 JC1383.The modeled gravity was interpolated from observed gravity values.
 JC1383
 JC1383;                    North         East    Units  Estimated Accuracy
 JC1383;SPC MO C     -   312,910.      557,210.      MT  (+/- 180 meters Scaled)
 JC1383
 JC1383                          SUPERSEDED SURVEY CONTROL
 JC1383
 JC1383.No superseded survey control is available for this station.
 JC1383
 JC1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC006786(NAD 83)
 JC1383_MARKER: DB = BENCH MARK DISK
 JC1383_SETTING: 66 = SET IN ROCK OUTCROP
 JC1383_SP_SET: ROCK OUTCROP
 JC1383_STAMPING: A 339 1986
 JC1383_MARK LOGO: NGS   
 JC1383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1383+STABILITY: POSITION/ELEVATION WELL
 JC1383
 JC1383  HISTORY     - Date     Condition        Report By
 JC1383  HISTORY     - 1986     MONUMENTED       NGS
 JC1383  HISTORY     - 20050606 GOOD             MODNR
 JC1383
 JC1383                          STATION DESCRIPTION
 JC1383
 JC1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1383'47.0 KM (29.2 MI) WEST FROM HERMANN.
 JC1383'47.0 KM (29.2 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1383'IN HERMANN, IN THE CENTER OF THE EASTERN 1/2 OF A 20 FOOT EXPOSED AREA
 JC1383'IN A HIGHWAY CUT, 51.5 M (169.0 FT) EAST OF THE EXTENDED CENTER OF A
 JC1383'DRIVEWAY, AND 6.5 M (21.3 FT) NORTH OF THE HIGHWAY CENTERLINE.
 JC1383'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 JC1383
 JC1383                          STATION RECOVERY (2005)
 JC1383
 JC1383'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC)
 JC1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0569 ***********************************************************************
 HC0569  DESIGNATION -  A 34
 HC0569  PID         -  HC0569
 HC0569  STATE/COUNTY-  MO/TEXAS
 HC0569  USGS QUAD   -  LICKING (1981)
 HC0569
 HC0569                         *CURRENT SURVEY CONTROL
 HC0569  ___________________________________________________________________
 HC0569* NAD 83(1986)-  37 25 49.     (N)    091 50 10.     (W)     SCALED    
 HC0569* NAVD 88     -       398.548  (meters)    1307.57   (feet)  ADJUSTED  
 HC0569  ___________________________________________________________________
 HC0569  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0569  DYNAMIC HT  -         398.229 (meters)    1306.52  (feet)  COMP
 HC0569  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 HC0569
 HC0569  VERT ORDER  -  FIRST     CLASS II
 HC0569
 HC0569.The horizontal coordinates were scaled from a topographic map and have
 HC0569.an estimated accuracy of +/- 6 seconds.
 HC0569
 HC0569.The orthometric height was determined by differential leveling
 HC0569.and adjusted by the National Geodetic Survey in June 1991..
 HC0569
 HC0569.The geoid height was determined by GEOID03.
 HC0569
 HC0569.The dynamic height is computed by dividing the NAVD 88
 HC0569.geopotential number by the normal gravity value computed on the
 HC0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0569.degrees latitude (g = 980.6199 gals.).
 HC0569
 HC0569.The modeled gravity was interpolated from observed gravity values.
 HC0569
 HC0569;                    North         East    Units  Estimated Accuracy
 HC0569;SPC MO C     -   177,410.      558,760.      MT  (+/- 180 meters Scaled)
 HC0569
 HC0569                          SUPERSEDED SURVEY CONTROL
 HC0569
 HC0569  NGVD 29 (??/??/92)  398.433  (m)         1307.19   (f) ADJ UNCH    1 2
 HC0569
 HC0569.Superseded values are not recommended for survey control.
 HC0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0569.See file dsdata.txt to determine how the superseded data were derived.
 HC0569
 HC0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB029432(NAD 83)
 HC0569_MARKER: DB = BENCH MARK DISK
 HC0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0569_STAMPING: A 34 1934
 HC0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0569+STABILITY: SURFACE MOTION
 HC0569
 HC0569  HISTORY     - Date     Condition        Report By
 HC0569  HISTORY     - 1934     MONUMENTED       CGS
 HC0569  HISTORY     - 1935     GOOD             NGS
 HC0569  HISTORY     - 1977     GOOD             NGS
 HC0569  HISTORY     - 1977     GOOD             NGS
 HC0569  HISTORY     - 19890816 MARK NOT FOUND   NGS
 HC0569
 HC0569                          STATION DESCRIPTION
 HC0569
 HC0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0569'5.3 MI S FROM LICKING.
 HC0569'5.3 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM LICKING, TEXAS COUNTY,
 HC0569'30 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE HOME OF J.E.
 HC0569'WILSON IN 1934, 37 FEET NORTH OF THE CENTERLINE OF THE PRIVATE
 HC0569'ENTRANCE, AND 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 HC0569'STANDARD DISK, STAMPED A 34 1934 AND SET IN THE TOP OF A CONCRETE
 HC0569'POST.
 HC0569
 HC0569                          STATION RECOVERY (1977)
 HC0569
 HC0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0569'5.3 MILES SOUTH ALONG US HIGHWAY 63 FROM LICKING 30 YARDS NORTHEAST
 HC0569'OF A HOUSE 37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY SET IN TOP
 HC0569'OF A CONCRETE POST.
 HC0569
 HC0569                          STATION RECOVERY (1977)
 HC0569
 HC0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0569'5.3 MILES SOUTH ALONG US HIGHWAY 63 FROM LICKING 30 YARDS NORTHEAST
 HC0569'OF A HOUSE 37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY SET IN TOP
 HC0569'OF A CONCRETE POST.
 HC0569
 HC0569                          STATION RECOVERY (1989)
 HC0569
 HC0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1582 ***********************************************************************
 KE1582  DESIGNATION -  A 340
 KE1582  PID         -  KE1582
 KE1582  STATE/COUNTY-  MO/ANDREW
 KE1582  USGS QUAD   -  AMAZONIA (1972)
 KE1582
 KE1582                         *CURRENT SURVEY CONTROL
 KE1582  ___________________________________________________________________
 KE1582* NAD 83(1986)-  39 53 17.     (N)    094 54 15.     (W)     SCALED    
 KE1582* NAVD 88     -       251.090  (meters)     823.78   (feet)  ADJUSTED  
 KE1582  ___________________________________________________________________
 KE1582  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 KE1582  DYNAMIC HT  -         250.947 (meters)     823.32  (feet)  COMP
 KE1582  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 KE1582
 KE1582  VERT ORDER  -  FIRST     CLASS II
 KE1582
 KE1582.The horizontal coordinates were scaled from a topographic map and have
 KE1582.an estimated accuracy of +/- 6 seconds.
 KE1582
 KE1582.The orthometric height was determined by differential leveling
 KE1582.and adjusted by the National Geodetic Survey in June 1991..
 KE1582
 KE1582.The geoid height was determined by GEOID03.
 KE1582
 KE1582.The dynamic height is computed by dividing the NAVD 88
 KE1582.geopotential number by the normal gravity value computed on the
 KE1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1582.degrees latitude (g = 980.6199 gals.).
 KE1582
 KE1582.The modeled gravity was interpolated from observed gravity values.
 KE1582
 KE1582;                    North         East    Units  Estimated Accuracy
 KE1582;SPC MO W     -   413,120.      815,430.      MT  (+/- 180 meters Scaled)
 KE1582
 KE1582                          SUPERSEDED SURVEY CONTROL
 KE1582
 KE1582.No superseded survey control is available for this station.
 KE1582
 KE1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE371170(NAD 83)
 KE1582_MARKER: I = METAL ROD
 KE1582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1582_SP_SET: STAINLESS STEEL ROD
 KE1582_STAMPING: A 340 1989
 KE1582_MARK LOGO: NGS   
 KE1582_PROJECTION: FLUSH
 KE1582_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1582+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 KE1582_ROD/PIPE-DEPTH: 15.5 meters
 KE1582
 KE1582  HISTORY     - Date     Condition        Report By
 KE1582  HISTORY     - 1989     MONUMENTED       NGS
 KE1582  HISTORY     - 20040512 GOOD             GE
 KE1582
 KE1582                          STATION DESCRIPTION
 KE1582
 KE1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1582'1.0 KM (0.60 MI) WESTERLY ALONG STATE HIGHWAY T FROM THE JUNCTION OF
 KE1582'STATE HIGHWAY K IN AMAZONIA, 78.0 M (255.9 FT) EAST OF THE CENTER OF
 KE1582'A DRIVEWAY LEADING SOUTH, 24.9 M (81.7 FT) NORTHEAST OF THE NORTHEAST
 KE1582'CORNER OF A BARN, 18.4 M (60.4 FT) SOUTH OF THE CENTERLINE OF THE
 KE1582'HIGHWAY, 1.4 M (4.6 FT) WEST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW
 KE1582'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 KE1582'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KE1582
 KE1582                          STATION RECOVERY (2004)
 KE1582
 KE1582'RECOVERY NOTE BY GENERAL ELECTRIC CORPORATION 2004 (LMH)
 KE1582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2785 ***********************************************************************
 JD2785  DESIGNATION -  A 340
 JD2785  PID         -  JD2785
 JD2785  STATE/COUNTY-  MO/OSAGE
 JD2785  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2785
 JD2785                         *CURRENT SURVEY CONTROL
 JD2785  ___________________________________________________________________
 JD2785* NAD 83(1986)-  38 32 54.     (N)    092 08 40.     (W)     SCALED    
 JD2785* NAVD 88     -       217.465  (meters)     713.47   (feet)  ADJUSTED  
 JD2785  ___________________________________________________________________
 JD2785  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JD2785  DYNAMIC HT  -         217.318 (meters)     712.98  (feet)  COMP
 JD2785  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 JD2785
 JD2785  VERT ORDER  -  FIRST     CLASS II
 JD2785
 JD2785.The horizontal coordinates were scaled from a topographic map and have
 JD2785.an estimated accuracy of +/- 6 seconds.
 JD2785
 JD2785.The orthometric height was determined by differential leveling
 JD2785.and adjusted by the National Geodetic Survey in June 1991..
 JD2785
 JD2785.The geoid height was determined by GEOID03.
 JD2785
 JD2785.The dynamic height is computed by dividing the NAVD 88
 JD2785.geopotential number by the normal gravity value computed on the
 JD2785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2785.degrees latitude (g = 980.6199 gals.).
 JD2785
 JD2785.The modeled gravity was interpolated from observed gravity values.
 JD2785
 JD2785;                    North         East    Units  Estimated Accuracy
 JD2785;SPC MO C     -   301,350.      530,990.      MT  (+/- 180 meters Scaled)
 JD2785
 JD2785                          SUPERSEDED SURVEY CONTROL
 JD2785
 JD2785.No superseded survey control is available for this station.
 JD2785
 JD2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC745670(NAD 83)
 JD2785_MARKER: DV = VERTICAL CONTROL DISK
 JD2785_SETTING: 66 = SET IN ROCK OUTCROP
 JD2785_SP_SET: IN A DRILL HOLE IN BEDROCK
 JD2785_STAMPING: A 340 1986
 JD2785_MARK LOGO: NGS   
 JD2785_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2785+STABILITY: POSITION/ELEVATION WELL
 JD2785
 JD2785  HISTORY     - Date     Condition        Report By
 JD2785  HISTORY     - 1986     MONUMENTED       NGS
 JD2785
 JD2785                          STATION DESCRIPTION
 JD2785
 JD2785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2785'20.7 KM (12.85 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JD2785'WITH COUNTY ROAD 511 IN WESTPHALIA, SET VERTICALLY IN A LARGE EXPOSED
 JD2785'AREA OF BEDROCK IN A HIGHWAY CUT, 0.5 KM (0.3 MI) SOUTHEAST OF THE
 JD2785'INTERSECTION OF EASTLAND DRIVE, 42.7 M (140.1 FT) SOUTH-SOUTHEAST OF
 JD2785'A WHITE HOUSE, 36.6 M (120.1 FT) SOUTHEAST OF THE NORTHWEST END OF
 JD2785'THE CUT, 11.3 M (37.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 JD2785'NORTHBOUND LANES OF THE HIGHWAY, AND 0.9 M (3.0 FT) ABOVE THE LEVEL
 JD2785'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1608 ***********************************************************************
 KE1608  DESIGNATION -  A 341
 KE1608  PID         -  KE1608
 KE1608  STATE/COUNTY-  MO/BUCHANAN
 KE1608  USGS QUAD   -  ATCHISON EAST (1984)
 KE1608
 KE1608                         *CURRENT SURVEY CONTROL
 KE1608  ___________________________________________________________________
 KE1608* NAD 83(1997)-  39 33 24.18393(N)    095 02 47.78793(W)     ADJUSTED  
 KE1608* NAVD 88     -       242.267  (meters)     794.84   (feet)  ADJUSTED  
 KE1608  ___________________________________________________________________
 KE1608  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 KE1608  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KE1608  DYNAMIC HT  -         242.122 (meters)     794.36  (feet)  COMP
 KE1608  MODELED GRAV-     980,021.3   (mgal)                       NAVD 88
 KE1608
 KE1608  HORZ ORDER  -  FIRST
 KE1608  VERT ORDER  -  FIRST     CLASS II
 KE1608
 KE1608.The horizontal coordinates were established by GPS observations
 KE1608.and adjusted by the National Geodetic Survey in February 2000..
 KE1608
 KE1608.The orthometric height was determined by differential leveling
 KE1608.and adjusted by the National Geodetic Survey in June 1991..
 KE1608
 KE1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1608
 KE1608.The geoid height was determined by GEOID03.
 KE1608
 KE1608.The dynamic height is computed by dividing the NAVD 88
 KE1608.geopotential number by the normal gravity value computed on the
 KE1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1608.degrees latitude (g = 980.6199 gals.).
 KE1608
 KE1608.The modeled gravity was interpolated from observed gravity values.
 KE1608
 KE1608;                    North         East     Units Scale Factor Converg.
 KE1608;SPC MO W     -   376,395.708   803,025.260   MT  0.99996833   -0 20 53.2
 KE1608;UTM  15      - 4,380,559.465   324,170.643   MT  0.99998065   -1 18 13.3
 KE1608
 KE1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1608!SPC MO W     -   0.99996700  x   0.99996833  =   0.99993533
 KE1608!UTM  15      -   0.99996700  x   0.99998065  =   0.99994765
 KE1608
 KE1608                          SUPERSEDED SURVEY CONTROL
 KE1608
 KE1608  NAD 83(1997)-  39 33 24.18393(N)    095 02 47.78794(W) AD(       ) 1
 KE1608  NAD 83(1997)-  39 33 24.18393(N)    095 02 47.78794(W) AD(       ) 1
 KE1608  NAD 83(1986)-  39 33 24.18703(N)    095 02 47.78417(W) AD(       ) 1
 KE1608  NAVD 88 (04/10/97)  242.27   (m)          794.8    (f) LEVELING    3  
 KE1608
 KE1608.Superseded values are not recommended for survey control.
 KE1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1608.See file dsdata.txt to determine how the superseded data were derived.
 KE1608
 KE1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD2417180559(NAD 83)
 KE1608_MARKER: DD = SURVEY DISK
 KE1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1608_SP_SET: STAINLESS STEEL ROD
 KE1608_STAMPING: A 341 1989
 KE1608_MARK LOGO: NGS   
 KE1608_PROJECTION: FLUSH
 KE1608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KE1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1608+STABILITY: SURFACE MOTION
 KE1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1608+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 KE1608_ROD/PIPE-DEPTH: 9.1  meters
 KE1608
 KE1608  HISTORY     - Date     Condition        Report By
 KE1608  HISTORY     - 1989     MONUMENTED       NGS
 KE1608  HISTORY     - 19931101 GOOD             MODNR
 KE1608  HISTORY     - 20060704 MARK NOT FOUND   GEOCAC
 KE1608
 KE1608                          STATION DESCRIPTION
 KE1608
 KE1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1608'3.4 KM (2.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION
 KE1608'WITH STATE HIGHWAY 116 IN RUSHVILLE, AT THE WEST END OF A TRIANGULAR
 KE1608'MEDIAN, 53.9 M (176.8 FT) WEST OF THE CENTER OF THE INTERSECTION OF
 KE1608'THE HIGHWAY AND STATE HIGHWAY 45, 10.5 M (34.4 FT) NORTH OF THE
 KE1608'CENTERLINE OF U.S. HIGHWAY 59, 9.7 M (31.8 FT) SOUTHEAST OF THE
 KE1608'CENTER OF A PAVED ROAD LEADING SOUTHWEST, 1.6 M (5.2 FT) WEST OF A
 KE1608'UTILITY POLE, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO DATUM
 KE1608'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1608
 KE1608                          STATION RECOVERY (1993)
 KE1608
 KE1608'RECOVERY NOTE BY MO DEPT OF NAT RES 1993
 KE1608'A FLANGE-ENCASED ROD IN AN ACCESS COVER AT GROUND LEVEL. THE STATION
 KE1608'IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF RUSHVILLE, MO AND 4 MI (6.4
 KE1608'KM) EAST OF ATCHISON, KS IN THE WEST END OF THE NORTH GRASS ISLAND AT
 KE1608'THE TRIANGULAR JUNCTION OF U.S.  HIGHWAY 59 WITH MISSOURI HIGHWAY 45.
 KE1608'IT IS 34 FT (10.4 M) NORTH OF THE CENTER LINE OF THE EAST-WEST
 KE1608'PAVEMENT, 176 FT (53.6 M) WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 KE1608'PAVEMENT, 20.7 FT (6.3 M) SOUTHEAST OF THE EDGE OF PAVEMENT OF THE
 KE1608'NORTH LEG OF A WYE, 5 FT (1.5 M) SOUTHWEST OF A UTILITY POLE AND 4.75
 KE1608'FT (1.45 M) SOUTHWEST OF A WITNESS POST AT THE POLE. (NONE
 KE1608'ESTABLISHED) DATE OF REPORT 05-15-1996
 KE1608
 KE1608                          STATION RECOVERY (2006)
 KE1608
 KE1608'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1608'THIS INTERSECTION APPEARS TO HAVE BEEN RECONSTRUCTED. CURRENTLY THERE
 KE1608'IS NOT A GRASS ISLAND AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1446 ***********************************************************************
 LF1446  DESIGNATION -  A 342
 LF1446  PID         -  LF1446
 LF1446  STATE/COUNTY-  MO/ATCHISON
 LF1446  USGS QUAD   -  HAMBURG (1984)
 LF1446
 LF1446                         *CURRENT SURVEY CONTROL
 LF1446  ___________________________________________________________________
 LF1446* NAD 83(1986)-  40 34 17.     (N)    095 39 34.     (W)     SCALED    
 LF1446* NAVD 88     -       276.548  (meters)     907.31   (feet)  ADJUSTED  
 LF1446  ___________________________________________________________________
 LF1446  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LF1446  DYNAMIC HT  -         276.402 (meters)     906.83  (feet)  COMP
 LF1446  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 LF1446
 LF1446  VERT ORDER  -  FIRST     CLASS II
 LF1446
 LF1446.The horizontal coordinates were scaled from a topographic map and have
 LF1446.an estimated accuracy of +/- 6 seconds.
 LF1446
 LF1446.The orthometric height was determined by differential leveling
 LF1446.and adjusted by the National Geodetic Survey in June 1991..
 LF1446
 LF1446.The geoid height was determined by GEOID03.
 LF1446
 LF1446.The dynamic height is computed by dividing the NAVD 88
 LF1446.geopotential number by the normal gravity value computed on the
 LF1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1446.degrees latitude (g = 980.6199 gals.).
 LF1446
 LF1446.The modeled gravity was interpolated from observed gravity values.
 LF1446
 LF1446;                    North         East    Units  Estimated Accuracy
 LF1446;SPC MO W     -   489,560.      751,830.      MT  (+/- 180 meters Scaled)
 LF1446
 LF1446                          SUPERSEDED SURVEY CONTROL
 LF1446
 LF1446.No superseded survey control is available for this station.
 LF1446
 LF1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE748945(NAD 83)
 LF1446_MARKER: I = METAL ROD
 LF1446_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1446_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1446_STAMPING: A 342 1989
 LF1446_MARK LOGO: NGS   
 LF1446_PROJECTION: FLUSH
 LF1446_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LF1446+STABILITY: POSITION/ELEVATION WELL
 LF1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1446+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1446_ROD/PIPE-DEPTH: 29.0 meters
 LF1446_SLEEVE-DEPTH  : 4.4 meters
 LF1446
 LF1446  HISTORY     - Date     Condition        Report By
 LF1446  HISTORY     - 1989     MONUMENTED       NGS
 LF1446
 LF1446                          STATION DESCRIPTION
 LF1446
 LF1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1446'1.4 KM (0.85 MI) SOUTHERLY ALONG COUNTY ROAD V FROM THE JUNCTION OF
 LF1446'MAIN STREET IN HAMBURG, 16.2 M (9.95 MI) WEST OF A GRAIN BIN, 13.6 M
 LF1446'(44.6 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 10.7 M (35.1 FT) NORTH
 LF1446'OF THE CENTER OF A FIELD ROAD, AND LEVEL WITH THE ROAD.  NOTE--ACCESS
 LF1446'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1641 ***********************************************************************
 KE1641  DESIGNATION -  A 343
 KE1641  PID         -  KE1641
 KE1641  STATE/COUNTY-  MO/PLATTE
 KE1641  USGS QUAD   -  PARKVILLE (1991)
 KE1641
 KE1641                         *CURRENT SURVEY CONTROL
 KE1641  ___________________________________________________________________
 KE1641* NAD 83(1997)-  39 11 16.81996(N)    094 40 47.10147(W)     ADJUSTED  
 KE1641* NAVD 88     -       237.485  (meters)     779.15   (feet)  ADJUSTED  
 KE1641  ___________________________________________________________________
 KE1641  X           -    -403,878.515 (meters)                     COMP
 KE1641  Y           -  -4,933,821.572 (meters)                     COMP
 KE1641  Z           -   4,008,645.460 (meters)                     COMP
 KE1641  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 KE1641  ELLIP HEIGHT-         205.00  (meters)          (04/24/00) GPS OBS
 KE1641  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE1641  DYNAMIC HT  -         237.333 (meters)     778.65  (feet)  COMP
 KE1641  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 KE1641
 KE1641  HORZ ORDER  -  B
 KE1641  VERT ORDER  -  FIRST     CLASS II
 KE1641  ELLP ORDER  -  FOURTH    CLASS II
 KE1641
 KE1641.The horizontal coordinates were established by GPS observations
 KE1641.and adjusted by the National Geodetic Survey in April 2000..
 KE1641
 KE1641.The orthometric height was determined by differential leveling
 KE1641.and adjusted by the National Geodetic Survey in June 1991..
 KE1641
 KE1641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1641
 KE1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1641
 KE1641.The ellipsoidal height was determined by GPS observations
 KE1641.and is referenced to NAD 83.
 KE1641
 KE1641.The geoid height was determined by GEOID03.
 KE1641
 KE1641.The dynamic height is computed by dividing the NAVD 88
 KE1641.geopotential number by the normal gravity value computed on the
 KE1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1641.degrees latitude (g = 980.6199 gals.).
 KE1641
 KE1641.The modeled gravity was interpolated from observed gravity values.
 KE1641
 KE1641;                    North         East     Units Scale Factor Converg.
 KE1641;SPC MO W     -   335,335.419   834,471.068   MT  0.99994414   -0 06 48.9
 KE1641;UTM  15      - 4,338,984.000   354,928.940   MT  0.99985914   -1 03 41.6
 KE1641
 KE1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1641!SPC MO W     -   0.99996784  x   0.99994414  =   0.99991198
 KE1641!UTM  15      -   0.99996784  x   0.99985914  =   0.99982698
 KE1641
 KE1641                          SUPERSEDED SURVEY CONTROL
 KE1641
 KE1641  NAVD 88 (04/24/00)  237.49   (m)          779.2    (f) LEVELING    3  
 KE1641
 KE1641.Superseded values are not recommended for survey control.
 KE1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1641.See file dsdata.txt to determine how the superseded data were derived.
 KE1641
 KE1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5492938984(NAD 83)
 KE1641_MARKER: I = METAL ROD
 KE1641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1641_SP_SET: STAINLESS STEEL ROD
 KE1641_STAMPING: A 343 1989
 KE1641_MARK LOGO: NGS   
 KE1641_PROJECTION: FLUSH
 KE1641_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1641+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1999
 KE1641_ROD/PIPE-DEPTH: 4.6  meters
 KE1641
 KE1641  HISTORY     - Date     Condition        Report By
 KE1641  HISTORY     - 1989     MONUMENTED       NGS
 KE1641  HISTORY     - 19990728 GOOD             NGS
 KE1641
 KE1641                          STATION DESCRIPTION
 KE1641
 KE1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1641'0.3 KM (0.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 FROM ITS
 KE1641'JUNCTION WITH STATE HIGHWAY FF IN PARKVILLE, 17.1 M (56.1 FT)
 KE1641'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.6 M (44.6 FT)
 KE1641'NORTHWEST OF THE CENTERLINE OF THE ENTRANCE TO PARK COLLEGE, 8.1 M
 KE1641'(26.6 FT) SOUTHEAST OF THE SOUTHEAST FACE OF A STONE WALL WITH A SIGN
 KE1641'HOME PARK CAMPUS PARK COLLEGE, 0.5 M (1.6 FT) NORTHWEST OF A METAL
 KE1641'SIGN POLE, 0.2 M (0.7 FT) EAST-SOUTHEAST OF A WITNESS POST, AND LEVEL
 KE1641'WITH THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KE1641'5-INCH LOGO CAP.
 KE1641
 KE1641                          STATION RECOVERY (1999)
 KE1641
 KE1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 KE1641'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE WITNESS POST
 KE1641'IS GONE AND THE STATION IS 3.1 M (10.2 FT) NORTHWEST OF A METAL SIGN,
 KE1641'NOT SOUTH.  NOTE--THERE ARE STAKES MARKING OUT THE NEAR FUTURE OF ROAD
 KE1641'CONSTRUCTION AND IT APPEARS THAT THIS STATION WILL BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1490 ***********************************************************************
 HD1490  DESIGNATION -  A 344
 HD1490  PID         -  HD1490
 HD1490  STATE/COUNTY-  MO/GREENE
 HD1490  USGS QUAD   -  SPRINGFIELD (1975)
 HD1490
 HD1490                         *CURRENT SURVEY CONTROL
 HD1490  ___________________________________________________________________
 HD1490* NAD 83(1986)-  37 10 34.     (N)    093 22 18.     (W)     SCALED    
 HD1490* NAVD 88     -       366.427  (meters)    1202.19   (feet)  ADJUSTED  
 HD1490  ___________________________________________________________________
 HD1490  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HD1490  DYNAMIC HT  -         366.129 (meters)    1201.21  (feet)  COMP
 HD1490  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 HD1490
 HD1490  VERT ORDER  -  FIRST     CLASS II
 HD1490
 HD1490.The horizontal coordinates were scaled from a topographic map and have
 HD1490.an estimated accuracy of +/- 6 seconds.
 HD1490
 HD1490.The orthometric height was determined by differential leveling
 HD1490.and adjusted by the National Geodetic Survey in June 1991..
 HD1490
 HD1490.The geoid height was determined by GEOID03.
 HD1490
 HD1490.The dynamic height is computed by dividing the NAVD 88
 HD1490.geopotential number by the normal gravity value computed on the
 HD1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1490.degrees latitude (g = 980.6199 gals.).
 HD1490
 HD1490.The modeled gravity was interpolated from observed gravity values.
 HD1490
 HD1490;                    North         East    Units  Estimated Accuracy
 HD1490;SPC MO C     -   149,350.      422,600.      MT  (+/- 180 meters Scaled)
 HD1490
 HD1490                          SUPERSEDED SURVEY CONTROL
 HD1490
 HD1490  NGVD 29 (10/05/93)  366.275  (m)         1201.69   (f) ADJUSTED    1 2
 HD1490
 HD1490.Superseded values are not recommended for survey control.
 HD1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1490.See file dsdata.txt to determine how the superseded data were derived.
 HD1490
 HD1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB670144(NAD 83)
 HD1490_MARKER: DV = VERTICAL CONTROL DISK
 HD1490_SETTING: 66 = SET IN ROCK OUTCROP
 HD1490_SP_SET: IN A DRILL HOLE IN BEDROCK
 HD1490_STAMPING: A 344 1989
 HD1490_MARK LOGO: NGS   
 HD1490_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1490+STABILITY: POSITION/ELEVATION WELL
 HD1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1490+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1490
 HD1490  HISTORY     - Date     Condition        Report By
 HD1490  HISTORY     - 1989     MONUMENTED       NGS
 HD1490  HISTORY     - 1991     GOOD             USPSQD
 HD1490
 HD1490                          STATION DESCRIPTION
 HD1490
 HD1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1490'2.9 KM (1.80 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1490'WITH SOUTH GOLDEN AVENUE IN SPRINGFIELD, IN AN EXPOSED AREA OF
 HD1490'BEDROCK IN A HIGHWAY CUT, 43.3 M (142.1 FT) SOUTHWEST OF THE CENTER
 HD1490'OF A DRIVEWAY LEADING NORTHWEST TO THE HASELTINE RESIDENCE AT 139
 HD1490'U.S. HIGHWAY 60, 10.0 M (32.8 FT) NORTHWEST OF THE CENTERLINE OF THE
 HD1490'WESTBOUND LANES OF THE HIGHWAY, 4.8 M (15.7 FT) SOUTHWEST OF THE
 HD1490'NORTHEAST END OF THE EXPOSED BEDROCK, 0.3 M (1.0 FT) NORTHEAST OF A
 HD1490'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 HD1490
 HD1490                          STATION RECOVERY (1991)
 HD1490
 HD1490'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDM)
 HD1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1424 ***********************************************************************
 HD1424  DESIGNATION -  A 346
 HD1424  PID         -  HD1424
 HD1424  STATE/COUNTY-  MO/WRIGHT
 HD1424  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD1424
 HD1424                         *CURRENT SURVEY CONTROL
 HD1424  ___________________________________________________________________
 HD1424* NAD 83(1986)-  37 07 52.     (N)    092 17 12.     (W)     SCALED    
 HD1424* NAVD 88     -       445.630  (meters)    1462.04   (feet)  ADJUSTED  
 HD1424  ___________________________________________________________________
 HD1424  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HD1424  DYNAMIC HT  -         445.260 (meters)    1460.82  (feet)  COMP
 HD1424  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 HD1424
 HD1424  VERT ORDER  -  FIRST     CLASS II
 HD1424
 HD1424.The horizontal coordinates were scaled from a topographic map and have
 HD1424.an estimated accuracy of +/- 6 seconds.
 HD1424
 HD1424.The orthometric height was determined by differential leveling
 HD1424.and adjusted by the National Geodetic Survey in June 1991..
 HD1424
 HD1424.The geoid height was determined by GEOID03.
 HD1424
 HD1424.The dynamic height is computed by dividing the NAVD 88
 HD1424.geopotential number by the normal gravity value computed on the
 HD1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1424.degrees latitude (g = 980.6199 gals.).
 HD1424
 HD1424.The modeled gravity was interpolated from observed gravity values.
 HD1424
 HD1424;                    North         East    Units  Estimated Accuracy
 HD1424;SPC MO C     -   144,020.      518,960.      MT  (+/- 180 meters Scaled)
 HD1424
 HD1424                          SUPERSEDED SURVEY CONTROL
 HD1424
 HD1424  NGVD 29 (10/05/93)  445.457  (m)         1461.47   (f) ADJUSTED    1 2
 HD1424
 HD1424.Superseded values are not recommended for survey control.
 HD1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1424.See file dsdata.txt to determine how the superseded data were derived.
 HD1424
 HD1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB633096(NAD 83)
 HD1424_MARKER: I = METAL ROD
 HD1424_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1424+WITH SETTING: INFORMATION.
 HD1424_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1424_STAMPING: A 346 1989
 HD1424_MARK LOGO: NGS   
 HD1424_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1424+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1424
 HD1424  HISTORY     - Date     Condition        Report By
 HD1424  HISTORY     - 1989     MONUMENTED       NGS
 HD1424
 HD1424                          STATION DESCRIPTION
 HD1424
 HD1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1424'2.1 KM (1.30 MI) WESTERLY ALONG U.S.HIGHWAY 60 BUSINESS FROM ITS
 HD1424'JUNCTION WITH STATE HIGHWAY 95 IN MOUNTAIN GROVE, A METAL ROD DRIVEN
 HD1424'TO REFUSAL AT 2.4 M AND FLUSH WITH GROUND, 30.7 M (100.7 FT) SOUTH OF
 HD1424'THE CENTERLINE OF THE HIGHWAY, 11.3 M (37.1 FT) EAST OF UTILITY POLE
 HD1424'NUMBER 983, 4.1 M (13.5 FT) WEST OF THE CENTER OF A GATE AND FIELD
 HD1424'ENTRANCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND LEVEL
 HD1424'WITH THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HD1424'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1446 ***********************************************************************
 HD1446  DESIGNATION -  A 347
 HD1446  PID         -  HD1446
 HD1446  STATE/COUNTY-  MO/WRIGHT
 HD1446  USGS QUAD   -  CEDAR GAP (1985)
 HD1446
 HD1446                         *CURRENT SURVEY CONTROL
 HD1446  ___________________________________________________________________
 HD1446* NAD 83(1986)-  37 06 47.     (N)    092 39 57.     (W)     SCALED    
 HD1446* NAVD 88     -       482.529  (meters)    1583.10   (feet)  ADJUSTED  
 HD1446  ___________________________________________________________________
 HD1446  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HD1446  DYNAMIC HT  -         482.132 (meters)    1581.79  (feet)  COMP
 HD1446  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 HD1446
 HD1446  VERT ORDER  -  FIRST     CLASS II
 HD1446
 HD1446.The horizontal coordinates were scaled from a topographic map and have
 HD1446.an estimated accuracy of +/- 6 seconds.
 HD1446
 HD1446.The orthometric height was determined by differential leveling
 HD1446.and adjusted by the National Geodetic Survey in June 1991..
 HD1446
 HD1446.The geoid height was determined by GEOID03.
 HD1446
 HD1446.The dynamic height is computed by dividing the NAVD 88
 HD1446.geopotential number by the normal gravity value computed on the
 HD1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1446.degrees latitude (g = 980.6199 gals.).
 HD1446
 HD1446.The modeled gravity was interpolated from observed gravity values.
 HD1446
 HD1446;                    North         East    Units  Estimated Accuracy
 HD1446;SPC MO C     -   142,010.      485,260.      MT  (+/- 180 meters Scaled)
 HD1446
 HD1446                          SUPERSEDED SURVEY CONTROL
 HD1446
 HD1446  NGVD 29 (10/05/93)  482.368  (m)         1582.57   (f) ADJUSTED    1 2
 HD1446
 HD1446.Superseded values are not recommended for survey control.
 HD1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1446.See file dsdata.txt to determine how the superseded data were derived.
 HD1446
 HD1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB296074(NAD 83)
 HD1446_MARKER: DV = VERTICAL CONTROL DISK
 HD1446_SETTING: 66 = SET IN ROCK OUTCROP
 HD1446_SP_SET: IN A DRILL HOLE IN BEDROCK
 HD1446_STAMPING: A 347 1989
 HD1446_MARK LOGO: NGS   
 HD1446_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1446+STABILITY: POSITION/ELEVATION WELL
 HD1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1446+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1446
 HD1446  HISTORY     - Date     Condition        Report By
 HD1446  HISTORY     - 1989     MONUMENTED       NGS
 HD1446
 HD1446                          STATION DESCRIPTION
 HD1446
 HD1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1446'8.1 KM (5.05 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1446'WITH STATE HIGHWAY 5 IN MANSFIELD, SET VERTICALLY IN THE SOUTH FACE
 HD1446'OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 43.0 M (141.1 FT)
 HD1446'EAST OF THE WEST END OF THE EXPOSED BEDROCK, 13.6 M (44.6 FT) NORTH
 HD1446'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 0.9 M
 HD1446'(3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0954 ***********************************************************************
 GF0954  DESIGNATION -  A 348
 GF0954  PID         -  GF0954
 GF0954  STATE/COUNTY-  MO/LAWRENCE
 GF0954  USGS QUAD   -  VERONA (1972)
 GF0954
 GF0954                         *CURRENT SURVEY CONTROL
 GF0954  ___________________________________________________________________
 GF0954* NAD 83(1986)-  36 58 12.     (N)    093 46 48.     (W)     SCALED    
 GF0954* NAVD 88     -       395.969  (meters)    1299.11   (feet)  ADJUSTED  
 GF0954  ___________________________________________________________________
 GF0954  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GF0954  DYNAMIC HT  -         395.636 (meters)    1298.02  (feet)  COMP
 GF0954  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 GF0954
 GF0954  VERT ORDER  -  FIRST     CLASS II
 GF0954
 GF0954.The horizontal coordinates were scaled from a topographic map and have
 GF0954.an estimated accuracy of +/- 6 seconds.
 GF0954
 GF0954.The orthometric height was determined by differential leveling
 GF0954.and adjusted by the National Geodetic Survey in June 1991..
 GF0954
 GF0954.The geoid height was determined by GEOID03.
 GF0954
 GF0954.The dynamic height is computed by dividing the NAVD 88
 GF0954.geopotential number by the normal gravity value computed on the
 GF0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0954.degrees latitude (g = 980.6199 gals.).
 GF0954
 GF0954.The modeled gravity was interpolated from observed gravity values.
 GF0954
 GF0954;                    North         East    Units  Estimated Accuracy
 GF0954;SPC MO W     -    89,380.      914,110.      MT  (+/- 180 meters Scaled)
 GF0954
 GF0954                          SUPERSEDED SURVEY CONTROL
 GF0954
 GF0954  NGVD 29 (10/05/93)  395.802  (m)         1298.56   (f) ADJUSTED    1 2
 GF0954
 GF0954.Superseded values are not recommended for survey control.
 GF0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0954.See file dsdata.txt to determine how the superseded data were derived.
 GF0954
 GF0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA305918(NAD 83)
 GF0954_MARKER: I = METAL ROD
 GF0954_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GF0954_SP_SET: STAINLESS STEEL ROD
 GF0954_STAMPING: A 348 1989
 GF0954_MARK LOGO: NGS   
 GF0954_PROJECTION: FLUSH
 GF0954_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0954+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0954_ROD/PIPE-DEPTH: 3.7  meters
 GF0954
 GF0954  HISTORY     - Date     Condition        Report By
 GF0954  HISTORY     - 1989     MONUMENTED       NGS
 GF0954
 GF0954                          STATION DESCRIPTION
 GF0954
 GF0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0954'1.4 KM (0.85 MI) EASTERLY ALONG OLD AURORA ROAD FROM ITS JUNCTION
 GF0954'WITH 3RD STREET IN VERONA, 44.8 M (147.0 FT) EAST OF THE NORTHEAST
 GF0954'CORNER OF A BOX CULVERT, 7.9 M (25.9 FT) WEST OF A UTILITY POLE, 7.0
 GF0954'M (23.0 FT) NORTH OF THE CENTER OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF
 GF0954'A WITNESS POST AND FENCE, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO
 GF0954'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0974 ***********************************************************************
 GF0974  DESIGNATION -  A 349
 GF0974  PID         -  GF0974
 GF0974  STATE/COUNTY-  MO/BARRY
 GF0974  USGS QUAD   -  SELIGMAN (1974)
 GF0974
 GF0974                         *CURRENT SURVEY CONTROL
 GF0974  ___________________________________________________________________
 GF0974* NAD 83(1986)-  36 31 43.     (N)    093 56 18.     (W)     SCALED    
 GF0974* NAVD 88     -       472.167  (meters)    1549.10   (feet)  ADJUSTED  
 GF0974  ___________________________________________________________________
 GF0974  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0974  DYNAMIC HT  -         471.750 (meters)    1547.73  (feet)  COMP
 GF0974  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 GF0974
 GF0974  VERT ORDER  -  FIRST     CLASS II
 GF0974
 GF0974.The horizontal coordinates were scaled from a topographic map and have
 GF0974.an estimated accuracy of +/- 6 seconds.
 GF0974
 GF0974.The orthometric height was determined by differential leveling
 GF0974.and adjusted by the National Geodetic Survey in June 1991..
 GF0974
 GF0974.The geoid height was determined by GEOID03.
 GF0974
 GF0974.The dynamic height is computed by dividing the NAVD 88
 GF0974.geopotential number by the normal gravity value computed on the
 GF0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0974.degrees latitude (g = 980.6199 gals.).
 GF0974
 GF0974.The modeled gravity was interpolated from observed gravity values.
 GF0974
 GF0974;                    North         East    Units  Estimated Accuracy
 GF0974;SPC MO W     -    40,310.      900,300.      MT  (+/- 180 meters Scaled)
 GF0974
 GF0974                          SUPERSEDED SURVEY CONTROL
 GF0974
 GF0974  NGVD 29 (10/05/93)  472.002  (m)         1548.56   (f) ADJUSTED    1 2
 GF0974
 GF0974.Superseded values are not recommended for survey control.
 GF0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0974.See file dsdata.txt to determine how the superseded data were derived.
 GF0974
 GF0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA159429(NAD 83)
 GF0974_MARKER: I = METAL ROD
 GF0974_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GF0974+WITH SETTING: INFORMATION.
 GF0974_SP_SET: METAL ROD DRIVEN INTO GROUND
 GF0974_STAMPING: A 349 1989
 GF0974_MARK LOGO: NGS   
 GF0974_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0974+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 GF0974
 GF0974  HISTORY     - Date     Condition        Report By
 GF0974  HISTORY     - 1989     MONUMENTED       NGS
 GF0974  HISTORY     - 20021113 GOOD             GEOCAC
 GF0974
 GF0974                          STATION DESCRIPTION
 GF0974
 GF0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0974'IN SELIGMAN, AT THE INTERSECTION OF STATE HIGHWAYS 37 AND 112, A
 GF0974'METAL ROD DRIVEN TO REFUSAL AT 1.7 M AND FLUSH WITH GROUND, 55.3 M
 GF0974'(181.4 FT) NORTH OF EXTENDED CENTER OF HIGHWAY 112, 8.0 M (26.2 FT)
 GF0974'WEST OF CENTERLINE OF HIGHWAY 37, 0.6 M (2.0 FT) NORTH OF A UTILITY
 GF0974'POLE WITH A TRANSFORMER AND ELECTRIC METER, AND 0.6 M (2.0 FT) BELOW
 GF0974'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 GF0974'A 5-INCH LOGO CAP.
 GF0974
 GF0974                          STATION RECOVERY (2002)
 GF0974
 GF0974'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0570 ***********************************************************************
 HD0570  DESIGNATION -  A 35
 HD0570  PID         -  HD0570
 HD0570  STATE/COUNTY-  MO/HICKORY
 HD0570  USGS QUAD   -  PRESTON (1972)
 HD0570
 HD0570                         *CURRENT SURVEY CONTROL
 HD0570  ___________________________________________________________________
 HD0570* NAD 83(1986)-  38 00 02.     (N)    093 12 47.     (W)     SCALED    
 HD0570* NAVD 88     -       321.494  (meters)    1054.77   (feet)  ADJUSTED  
 HD0570  ___________________________________________________________________
 HD0570  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HD0570  DYNAMIC HT  -         321.258 (meters)    1053.99  (feet)  COMP
 HD0570  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 HD0570
 HD0570  VERT ORDER  -  SECOND    CLASS 0
 HD0570
 HD0570.The horizontal coordinates were scaled from a topographic map and have
 HD0570.an estimated accuracy of +/- 6 seconds.
 HD0570
 HD0570.The orthometric height was determined by differential leveling
 HD0570.and adjusted by the National Geodetic Survey in June 1991..
 HD0570
 HD0570.The geoid height was determined by GEOID03.
 HD0570
 HD0570.The dynamic height is computed by dividing the NAVD 88
 HD0570.geopotential number by the normal gravity value computed on the
 HD0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0570.degrees latitude (g = 980.6199 gals.).
 HD0570
 HD0570.The modeled gravity was interpolated from observed gravity values.
 HD0570
 HD0570;                    North         East    Units  Estimated Accuracy
 HD0570;SPC MO C     -   240,730.      437,380.      MT  (+/- 180 meters Scaled)
 HD0570
 HD0570                          SUPERSEDED SURVEY CONTROL
 HD0570
 HD0570  NGVD 29 (??/??/92)  321.381  (m)         1054.40   (f) ADJ UNCH    2 0
 HD0570
 HD0570.Superseded values are not recommended for survey control.
 HD0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0570.See file dsdata.txt to determine how the superseded data were derived.
 HD0570
 HD0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC812058(NAD 83)
 HD0570_MARKER: DB = BENCH MARK DISK
 HD0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0570_STAMPING: A 35 1934
 HD0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0570+STABILITY: SURFACE MOTION
 HD0570
 HD0570  HISTORY     - Date     Condition        Report By
 HD0570  HISTORY     - 1934     MONUMENTED       CGS
 HD0570  HISTORY     - 1947     GOOD             NGS
 HD0570
 HD0570                          STATION DESCRIPTION
 HD0570
 HD0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HD0570'2 MI S FROM CROSS TIMBERS.
 HD0570'2.0 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM CROSS TIMBERS, HICKORY
 HD0570'COUNTY, 10 FEET SOUTH OF A PRIVATE DRIVEWAY, AND 36 FEET WEST OF
 HD0570'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 35 1934
 HD0570'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1130 ***********************************************************************
 HC1130  DESIGNATION -  A 350
 HC1130  PID         -  HC1130
 HC1130  STATE/COUNTY-  MO/HOWELL
 HC1130  USGS QUAD   -  WILLOW SPRINGS NORTH (1987)
 HC1130
 HC1130                         *CURRENT SURVEY CONTROL
 HC1130  ___________________________________________________________________
 HC1130* NAD 83(1986)-  37 01 04.     (N)    091 59 36.     (W)     SCALED    
 HC1130* NAVD 88     -       428.925  (meters)    1407.23   (feet)  ADJUSTED  
 HC1130  ___________________________________________________________________
 HC1130  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 HC1130  DYNAMIC HT  -         428.567 (meters)    1406.06  (feet)  COMP
 HC1130  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 HC1130
 HC1130  VERT ORDER  -  FIRST     CLASS II
 HC1130
 HC1130.The horizontal coordinates were scaled from a topographic map and have
 HC1130.an estimated accuracy of +/- 6 seconds.
 HC1130
 HC1130.The orthometric height was determined by differential leveling
 HC1130.and adjusted by the National Geodetic Survey in June 1991..
 HC1130
 HC1130.The geoid height was determined by GEOID03.
 HC1130
 HC1130.The dynamic height is computed by dividing the NAVD 88
 HC1130.geopotential number by the normal gravity value computed on the
 HC1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1130.degrees latitude (g = 980.6199 gals.).
 HC1130
 HC1130.The modeled gravity was interpolated from observed gravity values.
 HC1130
 HC1130;                    North         East    Units  Estimated Accuracy
 HC1130;SPC MO C     -   131,550.      545,090.      MT  (+/- 180 meters Scaled)
 HC1130
 HC1130                          SUPERSEDED SURVEY CONTROL
 HC1130
 HC1130  NGVD 29 (10/05/93)  428.757  (m)         1406.68   (f) ADJUSTED    1 2
 HC1130
 HC1130.Superseded values are not recommended for survey control.
 HC1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1130.See file dsdata.txt to determine how the superseded data were derived.
 HC1130
 HC1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA895973(NAD 83)
 HC1130_MARKER: I = METAL ROD
 HC1130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HC1130_SP_SET: STAINLESS STEEL ROD
 HC1130_STAMPING: A 350 1990
 HC1130_MARK LOGO: NGS   
 HC1130_PROJECTION: PROJECTING 5 CENTIMETERS
 HC1130_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC1130+STABILITY: POSITION/ELEVATION WELL
 HC1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1130+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 HC1130_ROD/PIPE-DEPTH: 4.8  meters
 HC1130
 HC1130  HISTORY     - Date     Condition        Report By
 HC1130  HISTORY     - 1990     MONUMENTED       NGS
 HC1130  HISTORY     - 19990927 GOOD             MODNR
 HC1130
 HC1130                          STATION DESCRIPTION
 HC1130
 HC1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HC1130'15.7 KM (9.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 60 FROM THE
 HC1130'JUNCTION OF STATE HIGHWAY 181 IN CABOOL, 72.5 M (237.9 FT) NORTH OF
 HC1130'THE NORTHWEST CORNER OF A TIN BUILDING, 48.2 M (158.1 FT) EAST OF THE
 HC1130'HIGHWAY CENTERLINE, 34.8 M (114.2 FT) SOUTHWEST OF AND LEVEL WITH THE
 HC1130'CENTERLINE OF U.S. HIGHWAY 60 BUSINESS, 14.8 M (48.6 FT)
 HC1130'WEST-SOUTHWEST OF A UTILITY POLE WITH A GUY WIRE, 9.2 M (30.2 FT)
 HC1130'NORTH-NORTHWEST OF A UTILITY POLE WITH 2 GUY WIRES, 3.0 M (9.8 FT)
 HC1130'SOUTH OF A FENCE CORNER, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST
 HC1130'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 HC1130'CAP.
 HC1130
 HC1130                          STATION RECOVERY (1999)
 HC1130
 HC1130'RECOVERY NOTE BY MO DEPT OF NAT RES 1999 (BDC)
 HC1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1146 ***********************************************************************
 GE1146  DESIGNATION -  A 351
 GE1146  PID         -  GE1146
 GE1146  STATE/COUNTY-  MO/HOWELL
 GE1146  USGS QUAD   -  WEST PLAINS (1983)
 GE1146
 GE1146                         *CURRENT SURVEY CONTROL
 GE1146  ___________________________________________________________________
 GE1146* NAD 83(1986)-  36 41 22.     (N)    091 47 41.     (W)     SCALED    
 GE1146* NAVD 88     -       291.203  (meters)     955.39   (feet)  ADJUSTED  
 GE1146  ___________________________________________________________________
 GE1146  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GE1146  DYNAMIC HT  -         290.958 (meters)     954.58  (feet)  COMP
 GE1146  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 GE1146
 GE1146  VERT ORDER  -  FIRST     CLASS II
 GE1146
 GE1146.The horizontal coordinates were scaled from a topographic map and have
 GE1146.an estimated accuracy of +/- 6 seconds.
 GE1146
 GE1146.The orthometric height was determined by differential leveling
 GE1146.and adjusted by the National Geodetic Survey in June 1991..
 GE1146
 GE1146.The geoid height was determined by GEOID03.
 GE1146
 GE1146.The dynamic height is computed by dividing the NAVD 88
 GE1146.geopotential number by the normal gravity value computed on the
 GE1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1146.degrees latitude (g = 980.6199 gals.).
 GE1146
 GE1146.The modeled gravity was interpolated from observed gravity values.
 GE1146
 GE1146;                    North         East    Units  Estimated Accuracy
 GE1146;SPC MO C     -    95,220.      563,030.      MT  (+/- 180 meters Scaled)
 GE1146
 GE1146                          SUPERSEDED SURVEY CONTROL
 GE1146
 GE1146  NGVD 29 (10/05/93)  291.054  (m)          954.90   (f) ADJUSTED    1 2
 GE1146
 GE1146.Superseded values are not recommended for survey control.
 GE1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1146.See file dsdata.txt to determine how the superseded data were derived.
 GE1146
 GE1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA076610(NAD 83)
 GE1146_MARKER: I = METAL ROD
 GE1146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1146_SP_SET: STAINLESS STEEL ROD
 GE1146_STAMPING: A 351 1990
 GE1146_MARK LOGO: NGS   
 GE1146_PROJECTION: PROJECTING 5 CENTIMETERS
 GE1146_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1146+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2006
 GE1146_ROD/PIPE-DEPTH: 3.8  meters
 GE1146
 GE1146  HISTORY     - Date     Condition        Report By
 GE1146  HISTORY     - 1990     MONUMENTED       NGS
 GE1146  HISTORY     - 20060206 GOOD             MODNR
 GE1146
 GE1146                          STATION DESCRIPTION
 GE1146
 GE1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1146'4.4 KM (2.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 63 FROM THE SOUTH
 GE1146'JUNCTION OF U.S. HIGHWAY 63 BUSINESS (BILL VIRDON BOULEVARD) IN WEST
 GE1146'PLAINS, 32.7 M (107.3 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 GE1146'HIGHWAY PP, 20.2 M (66.3 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 6.0
 GE1146'M (19.7 FT) SOUTHEAST OF A JOG IN A FENCE LINE, 1.8 M (5.9 FT)
 GE1146'SOUTHEAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 5A1, 1.0 M (3.3
 GE1146'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A
 GE1146'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GE1146'5-INCH LOGO CAP.
 GE1146
 GE1146                          STATION RECOVERY (2006)
 GE1146
 GE1146'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0181 ***********************************************************************
 JD0181  DESIGNATION -  A 37
 JD0181  PID         -  JD0181
 JD0181  STATE/COUNTY-  MO/OSAGE
 JD0181  USGS QUAD   -  WESTPHALIA WEST (1987)
 JD0181
 JD0181                         *CURRENT SURVEY CONTROL
 JD0181  ___________________________________________________________________
 JD0181* NAD 83(1986)-  38 28 08.     (N)    092 00 07.     (W)     SCALED    
 JD0181* NAVD 88     -       183.975  (meters)     603.59   (feet)  ADJUSTED  
 JD0181  ___________________________________________________________________
 JD0181  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JD0181  DYNAMIC HT  -         183.849 (meters)     603.18  (feet)  COMP
 JD0181  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 JD0181
 JD0181  VERT ORDER  -  FIRST     CLASS II
 JD0181
 JD0181.The horizontal coordinates were scaled from a topographic map and have
 JD0181.an estimated accuracy of +/- 6 seconds.
 JD0181
 JD0181.The orthometric height was determined by differential leveling
 JD0181.and adjusted by the National Geodetic Survey in June 1991..
 JD0181
 JD0181.The geoid height was determined by GEOID03.
 JD0181
 JD0181.The dynamic height is computed by dividing the NAVD 88
 JD0181.geopotential number by the normal gravity value computed on the
 JD0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0181.degrees latitude (g = 980.6199 gals.).
 JD0181
 JD0181.The modeled gravity was interpolated from observed gravity values.
 JD0181
 JD0181;                    North         East    Units  Estimated Accuracy
 JD0181;SPC MO C     -   292,590.      543,460.      MT  (+/- 180 meters Scaled)
 JD0181
 JD0181                          SUPERSEDED SURVEY CONTROL
 JD0181
 JD0181  NGVD 29 (??/??/92)  183.955  (m)          603.53   (f) ADJ UNCH    1 2
 JD0181
 JD0181.Superseded values are not recommended for survey control.
 JD0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0181.See file dsdata.txt to determine how the superseded data were derived.
 JD0181
 JD0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC870583(NAD 83)
 JD0181_MARKER: DB = BENCH MARK DISK
 JD0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0181_SP_SET: CONCRETE POST
 JD0181_STAMPING: A 37 1934
 JD0181_MARK LOGO: CGS   
 JD0181_PROJECTION: PROJECTING 10 CENTIMETERS
 JD0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0181+STABILITY: SURFACE MOTION
 JD0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD0181+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002
 JD0181
 JD0181  HISTORY     - Date     Condition        Report By
 JD0181  HISTORY     - 1934     MONUMENTED       CGS
 JD0181  HISTORY     - 1986     GOOD             NGS
 JD0181  HISTORY     - 19890718 GOOD             NGS
 JD0181  HISTORY     - 20020622 GOOD             MODNR
 JD0181
 JD0181                          STATION DESCRIPTION
 JD0181
 JD0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JD0181'2.1 MI N FROM WESTPHALIA.
 JD0181'2.1 MILES NORTH ALONG U.S. HIGHWAY 63 FROM WESTPHALIA, 60 YARDS
 JD0181'SOUTHEAST OF THE JOHN A. SCHMITZ RESIDENCE IN 1934, 18.4 FEET
 JD0181'SOUTHEAST OF AN 18 INCH WILD CHERRY TREE, AND 39.4 FEET WEST
 JD0181'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A
 JD0181'37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JD0181
 JD0181                          STATION RECOVERY (1986)
 JD0181
 JD0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0181'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.7 KM
 JD0181'(12.25 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH U.S.
 JD0181'HIGHWAY 54 IN JEFFERSON CITY, THENCE 2.7 KM (1.7 MI) SOUTH ALONG U.S.
 JD0181'HIGHWAY 63, 34.9 M (114.5 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 JD0181'LEADING WEST, 11.7 M (38.4 FT) WEST OF THE HIGHWAY CENTERLINE, 3.1 M
 JD0181'(10.2 FT) SOUTH OF A FENCE CORNER, AND 0.4 M (1.3 FT) EAST OF A FENCE.
 JD0181'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 JD0181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JD0181
 JD0181                          STATION RECOVERY (1989)
 JD0181
 JD0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD0181'RECOVERED IN GOOD CONDITION.
 JD0181
 JD0181                          STATION RECOVERY (2002)
 JD0181
 JD0181'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 JD0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0566 ***********************************************************************
 GF0566  DESIGNATION -  A 4
 GF0566  PID         -  GF0566
 GF0566  STATE/COUNTY-  MO/BARRY
 GF0566  USGS QUAD   -  MONETT (1972)
 GF0566
 GF0566                         *CURRENT SURVEY CONTROL
 GF0566  ___________________________________________________________________
 GF0566* NAD 83(1997)-  36 55 03.71297(N)    093 55 38.25299(W)     ADJUSTED  
 GF0566* NAVD 88     -       392.360  (meters)    1287.27   (feet)  ADJUSTED  
 GF0566  ___________________________________________________________________
 GF0566  X           -    -349,697.220 (meters)                     COMP
 GF0566  Y           -  -5,093,785.682 (meters)                     COMP
 GF0566  Z           -   3,810,313.124 (meters)                     COMP
 GF0566  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GF0566  ELLIP HEIGHT-         363.49  (meters)          (02/17/00) GPS OBS
 GF0566  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GF0566  DYNAMIC HT  -         392.030 (meters)    1286.19  (feet)  COMP
 GF0566  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GF0566
 GF0566  HORZ ORDER  -  THIRD
 GF0566  VERT ORDER  -  FIRST     CLASS II
 GF0566  ELLP ORDER  -  FOURTH    CLASS I
 GF0566
 GF0566.The horizontal coordinates were established by GPS observations
 GF0566.and adjusted by the National Geodetic Survey in February 2000..
 GF0566
 GF0566.The orthometric height was determined by differential leveling
 GF0566.and adjusted by the National Geodetic Survey in June 1991..
 GF0566
 GF0566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0566
 GF0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0566
 GF0566.The ellipsoidal height was determined by GPS observations
 GF0566.and is referenced to NAD 83.
 GF0566
 GF0566.The geoid height was determined by GEOID03.
 GF0566
 GF0566.The dynamic height is computed by dividing the NAVD 88
 GF0566.geopotential number by the normal gravity value computed on the
 GF0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0566.degrees latitude (g = 980.6199 gals.).
 GF0566
 GF0566.The modeled gravity was interpolated from observed gravity values.
 GF0566
 GF0566;                    North         East     Units Scale Factor Converg.
 GF0566;SPC MO W     -    83,489.560   901,029.780   MT  0.99997324   +0 20 38.5
 GF0566;UTM  15      - 4,086,143.908   417,403.306   MT  0.99968404   -0 33 25.3
 GF0566
 GF0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0566!SPC MO W     -   0.99994296  x   0.99997324  =   0.99991620
 GF0566!UTM  15      -   0.99994296  x   0.99968404  =   0.99962702
 GF0566
 GF0566                          SUPERSEDED SURVEY CONTROL
 GF0566
 GF0566  NAD 83(1997)-  36 55 03.71297(N)    093 55 38.25299(W) AD(       ) 3
 GF0566  NAD 83(1997)-  36 55 03.71301(N)    093 55 38.25299(W) AD(       ) 3
 GF0566  NAD 83(1997)-  36 55 03.72645(N)    093 55 38.25765(W) AD(       ) 3
 GF0566  NAD 83(1986)-  36 55 03.73043(N)    093 55 38.25831(W) AD(       ) 3
 GF0566  NGVD 29 (??/??/92)  392.195  (m)         1286.73   (f) ADJ UNCH    1 2
 GF0566
 GF0566.Superseded values are not recommended for survey control.
 GF0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0566.See file dsdata.txt to determine how the superseded data were derived.
 GF0566
 GF0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1740386144(NAD 83)
 GF0566_MARKER: DB = BENCH MARK DISK
 GF0566_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GF0566_SP_SET: ABUTMENT
 GF0566_STAMPING: A 4 1928 1286.726
 GF0566_MARK LOGO: CGS   
 GF0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0566+STABILITY: POSITION/ELEVATION WELL
 GF0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0566+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1998
 GF0566
 GF0566  HISTORY     - Date     Condition        Report By
 GF0566  HISTORY     - 1928     MONUMENTED       CGS
 GF0566  HISTORY     - 1934     GOOD             NGS
 GF0566  HISTORY     - 19890918 GOOD             NGS
 GF0566  HISTORY     - 19891125 GOOD             NGS
 GF0566  HISTORY     - 19900105 GOOD
 GF0566  HISTORY     - 19981214 GOOD             MOHC
 GF0566  HISTORY     - 20021206 GOOD             GEOCAC
 GF0566
 GF0566                          STATION DESCRIPTION
 GF0566
 GF0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0566'AT MONETT.
 GF0566'AT MONETT, BARRY COUNTY, IN THE SOUTHWEST PART OF TOWN, ON THE
 GF0566'SOUTHWEST SIDE OF THE ST. LOUIS-SAN FRANCISCO RAILWAY Y, 112
 GF0566'FEET WEST OF THE PHILLIPS PETROLEUM CO. WEST BULK TANKS, 100
 GF0566'FEET EAST OF THE CROSSING OF CENTRAL STREET, 80 FEET SOUTH OF
 GF0566'THE WEST END OF THE CONCRETE ROAD BRIDGE, AT RAILROAD BRIDGE
 GF0566'282.5-B, IN THE NORTH END OF THE WEST ABUTMENT (JUST ABOVE
 GF0566'THE DATE 9-26-1914), AT THE NORTH END OF THE WOODEN BRIDGE
 GF0566'SEAT, AND 7-1/4 FEET NORTH OF THE CENTERLINE OF THE NORTH
 GF0566'TRACK.  A STANDARD DISK, STAMPED 1286.726 A 4 1928.
 GF0566
 GF0566                          STATION RECOVERY (1989)
 GF0566
 GF0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0566'STATION IS LOCATED AT MONETT, AT THE CROSSING OF CENTER STREET AND A
 GF0566'SPUR TRACK OF THE BURLINGTON NORTHERN RAILROAD, AT THE JUNCTION OF
 GF0566'CENTER STREET AND COUNTY ROAD (NAME OF STREET), LOCATED ABOUT 0.16 KM
 GF0566'(0.10 MI) SOUTH OF WEST BROADWAY STREET, AND 0.08 KM (0.05 MI) SOUTH
 GF0566'OF WEST MAIN STREET IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 GF0566'OWNERSHIP-BURLINGTON NORTHERN RAILROAD.
 GF0566'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 37 AND U.S.
 GF0566'HIGHWAY 60, LOCATED NEAR THE SOUTHWEST CORNER OF MONETT, GO NORTH
 GF0566'ALONG STATE ROUTE 37 AND BUSINESS HIGHWAY 60 FOR 0.16 KM (0.10 MI) TO
 GF0566'(DAIRY STREET) ON THE RIGHT, THEN GO RIGHT, EAST ALONG DAIRY STREET
 GF0566'FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF CENTRAL STREET, THEN GO LEFT,
 GF0566'NORTH ALONG CENTRAL STREET FOR 0.24 KM (0.15 MI) TO THE CROSSING OF A
 GF0566'SPUR TRACK OF THE BURLINGTON NORTHERN RAILROAD, AND THE STATION ON THE
 GF0566'RIGHT IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A
 GF0566'RAILROAD BRIDGE OVER A SMALL CREEK.
 GF0566'STATION MARK IS SET ABOUT 55 M (180.4 FT) NORTH OF A WATER TANK FOR
 GF0566'THE SCHREIBER FOODS INC., AND ABOUT 60 M (196.8 FT) SOUTH OF THE MAIN
 GF0566'TRACKS OF THE BURLINGTON NORTHERN RAILROAD.  IT IS 31.3 M (102.7 FT)
 GF0566'EAST OF THE CENTERLINE OF CENTRAL STREET, 6.1 M (20.0 FT) NORTH OF THE
 GF0566'NORTH RAIL OF THE SPUR TRACK, 26.7 M (87.6 FT) SOUTH OF THE CENTERLINE
 GF0566'OF COUNTY ROAD, AND ABOUT 0.91 M (3.0 FT) BELOW THE LEVEL OF THE
 GF0566'TRACKS.
 GF0566'DESCRIBED BY G.F.S.    ALLOW EXTRA TIME FOR SET UP AND TALL TRIPOD.
 GF0566
 GF0566                          STATION RECOVERY (1989)
 GF0566
 GF0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0566'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MONETT,
 GF0566'AT THE INTERSECTION OF CENTRAL AVENUE AND THE BURLINGTON NORTHERN
 GF0566'RAILROAD, IN TOP OF AND 0.8 M (2.6 FT) SOUTH OF THE NORTH END OF THE
 GF0566'WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING CLEAR CREEK,
 GF0566'32.4 M (106.3 FT) EAST OF THE CENTER OF THE AVENUE, 26.4 M (86.6 FT)
 GF0566'SOUTH OF THE CENTER OF A PAVED ROAD, 5.9 M (19.4 FT) NORTH OF THE
 GF0566'NEAR RAIL OF A SPUR TRACK, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 GF0566'TRACK.
 GF0566
 GF0566                          STATION RECOVERY (1990)
 GF0566
 GF0566'RECOVERED 1990
 GF0566'RECOVERED IN GOOD CONDITION.
 GF0566
 GF0566                          STATION RECOVERY (1998)
 GF0566
 GF0566'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1998 (RSP)
 GF0566'RECOVERED IN GOOD CONDITION.
 GF0566
 GF0566                          STATION RECOVERY (2002)
 GF0566
 GF0566'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0464 ***********************************************************************
 KD0464  DESIGNATION -  A 4 B 1
 KD0464  PID         -  KD0464
 KD0464  STATE/COUNTY-  MO/SALINE
 KD0464  USGS QUAD   -  BLACKBURN (1978)
 KD0464
 KD0464                         *CURRENT SURVEY CONTROL
 KD0464  ___________________________________________________________________
 KD0464* NAD 83(1986)-  39 00 25.     (N)    093 23 25.     (W)     SCALED    
 KD0464* NAVD 88     -       219.330  (meters)     719.59   (feet)  ADJUSTED  
 KD0464  ___________________________________________________________________
 KD0464  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0464  DYNAMIC HT  -         219.190 (meters)     719.13  (feet)  COMP
 KD0464  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 KD0464
 KD0464  VERT ORDER  -  FIRST     CLASS II
 KD0464
 KD0464.The horizontal coordinates were scaled from a topographic map and have
 KD0464.an estimated accuracy of +/- 6 seconds.
 KD0464
 KD0464.The orthometric height was determined by differential leveling
 KD0464.and adjusted by the National Geodetic Survey in June 1991..
 KD0464
 KD0464.The geoid height was determined by GEOID03.
 KD0464
 KD0464.The dynamic height is computed by dividing the NAVD 88
 KD0464.geopotential number by the normal gravity value computed on the
 KD0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0464.degrees latitude (g = 980.6199 gals.).
 KD0464
 KD0464.The modeled gravity was interpolated from observed gravity values.
 KD0464
 KD0464;                    North         East    Units  Estimated Accuracy
 KD0464;SPC MO C     -   352,580.      422,890.      MT  (+/- 180 meters Scaled)
 KD0464
 KD0464                          SUPERSEDED SURVEY CONTROL
 KD0464
 KD0464  NGVD 29 (??/??/92)  219.25   (m)          719.3    (f) COMPUTED    1 2
 KD0464
 KD0464.Superseded values are not recommended for survey control.
 KD0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0464.See file dsdata.txt to determine how the superseded data were derived.
 KD0464
 KD0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD662176(NAD 83)
 KD0464_MARKER: DZ = AZIMUTH MARK DISK
 KD0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0464_SP_SET: CONCRETE PEDESTAL
 KD0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0464
 KD0464  HISTORY     - Date     Condition        Report By
 KD0464  HISTORY     - UNK      MONUMENTED       DOD
 KD0464  HISTORY     - 1962     GOOD             NGS
 KD0464
 KD0464                          STATION DESCRIPTION
 KD0464
 KD0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0464'4.7 MI NE FROM SWEET SPRINGS.
 KD0464'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0464'SCHOOL AT SWEET SPRINGS, THENCE 0.95 MILE EAST ALONG A GRADED
 KD0464'ROAD, THENCE 0.5 MILE SOUTHEAST ACROSS WOODED PASTURE LAND, NEAR
 KD0464'A GATE IN NORTH-SOUTH FENCE, 95 FEET NORTHWEST OF THE CENTER
 KD0464'OF THE GATE, 84 FEET WEST OF THE NORTH-SOUTH FENCE, A 1 1/2 X 4
 KD0464'FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF TRIBRACH
 KD0464'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0463 ***********************************************************************
 KD0463  DESIGNATION -  A 4 B 2
 KD0463  PID         -  KD0463
 KD0463  STATE/COUNTY-  MO/SALINE
 KD0463  USGS QUAD   -  BLACKBURN (1978)
 KD0463
 KD0463                         *CURRENT SURVEY CONTROL
 KD0463  ___________________________________________________________________
 KD0463* NAD 83(1986)-  39 00 35.     (N)    093 23 34.     (W)     SCALED    
 KD0463* NAVD 88     -       221.369  (meters)     726.27   (feet)  ADJUSTED  
 KD0463  ___________________________________________________________________
 KD0463  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0463  DYNAMIC HT  -         221.228 (meters)     725.81  (feet)  COMP
 KD0463  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 KD0463
 KD0463  VERT ORDER  -  FIRST     CLASS II
 KD0463
 KD0463.The horizontal coordinates were scaled from a topographic map and have
 KD0463.an estimated accuracy of +/- 6 seconds.
 KD0463
 KD0463.The orthometric height was determined by differential leveling
 KD0463.and adjusted by the National Geodetic Survey in June 1991..
 KD0463
 KD0463.The geoid height was determined by GEOID03.
 KD0463
 KD0463.The dynamic height is computed by dividing the NAVD 88
 KD0463.geopotential number by the normal gravity value computed on the
 KD0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0463.degrees latitude (g = 980.6199 gals.).
 KD0463
 KD0463.The modeled gravity was interpolated from observed gravity values.
 KD0463
 KD0463;                    North         East    Units  Estimated Accuracy
 KD0463;SPC MO C     -   352,890.      422,680.      MT  (+/- 180 meters Scaled)
 KD0463
 KD0463                          SUPERSEDED SURVEY CONTROL
 KD0463
 KD0463  NGVD 29 (??/??/92)  221.29   (m)          726.0    (f) COMPUTED    1 2
 KD0463
 KD0463.Superseded values are not recommended for survey control.
 KD0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0463.See file dsdata.txt to determine how the superseded data were derived.
 KD0463
 KD0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD659179(NAD 83)
 KD0463_MARKER: DZ = AZIMUTH MARK DISK
 KD0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0463_SP_SET: CONCRETE PEDESTAL
 KD0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0463
 KD0463  HISTORY     - Date     Condition        Report By
 KD0463  HISTORY     - UNK      MONUMENTED       DOD
 KD0463  HISTORY     - 1962     GOOD             NGS
 KD0463
 KD0463                          STATION DESCRIPTION
 KD0463
 KD0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0463'4.7 MI NE FROM SWEET SPRINGS.
 KD0463'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0463'SCHOOL AT SWEET SPRINGS, THENCE 0.95 MILE EAST ALONG A GARDED
 KD0463'ROAD, THENCE 0.25 MILE SOUTH EAST ACROSS WOODED PASTURE LAND,
 KD0463'AT THE CREST OF A SMALL HILL, 100 FEET WEST OF A NORTH-SOUTH
 KD0463'FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 KD0463'NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0466 ***********************************************************************
 KD0466  DESIGNATION -  A 4 Z
 KD0466  PID         -  KD0466
 KD0466  STATE/COUNTY-  MO/SALINE
 KD0466  USGS QUAD   -  BLACKBURN (1978)
 KD0466
 KD0466                         *CURRENT SURVEY CONTROL
 KD0466  ___________________________________________________________________
 KD0466* NAD 83(1986)-  39 00 20.     (N)    093 23 23.     (W)     SCALED    
 KD0466* NAVD 88     -       225.943  (meters)     741.28   (feet)  ADJUSTED  
 KD0466  ___________________________________________________________________
 KD0466  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0466  DYNAMIC HT  -         225.799 (meters)     740.81  (feet)  COMP
 KD0466  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 KD0466
 KD0466  VERT ORDER  -  FIRST     CLASS II
 KD0466
 KD0466.The horizontal coordinates were scaled from a topographic map and have
 KD0466.an estimated accuracy of +/- 6 seconds.
 KD0466
 KD0466.The orthometric height was determined by differential leveling
 KD0466.and adjusted by the National Geodetic Survey in June 1991..
 KD0466
 KD0466.The geoid height was determined by GEOID03.
 KD0466
 KD0466.The dynamic height is computed by dividing the NAVD 88
 KD0466.geopotential number by the normal gravity value computed on the
 KD0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0466.degrees latitude (g = 980.6199 gals.).
 KD0466
 KD0466.The modeled gravity was interpolated from observed gravity values.
 KD0466
 KD0466;                    North         East    Units  Estimated Accuracy
 KD0466;SPC MO C     -   352,420.      422,940.      MT  (+/- 180 meters Scaled)
 KD0466
 KD0466                          SUPERSEDED SURVEY CONTROL
 KD0466
 KD0466  NGVD 29 (??/??/92)  225.86   (m)          741.0    (f) COMPUTED    1 2
 KD0466
 KD0466.Superseded values are not recommended for survey control.
 KD0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0466.See file dsdata.txt to determine how the superseded data were derived.
 KD0466
 KD0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD662174(NAD 83)
 KD0466_MARKER: DS = TRIANGULATION STATION DISK
 KD0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0466_STAMPING: A 4 Z 1962
 KD0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0466+STABILITY: SURFACE MOTION
 KD0466
 KD0466  HISTORY     - Date     Condition        Report By
 KD0466  HISTORY     - 1962     MONUMENTED       CGS
 KD0466
 KD0466                          STATION DESCRIPTION
 KD0466
 KD0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0466'5.2 MI NE FROM SWEET SPRINGS.
 KD0466'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0466'SCHOOL AT SWEET SPRINGS, THENCE 1.3 MILES EAST ALONG A GRADED
 KD0466'ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.05
 KD0466'MILE SOUTH ACROSS ROAD FROM A FARM HOUSE, 47 FEET WEST OF THE
 KD0466'CENTERLINE OF THE ROAD, 37 FEET NORTH OF RM 1, 33.7 FEET SOUTH
 KD0466'OF RM 2, 12 FEET NORTHEAST OF TELEPHONE POLE, 3.5 FEET SOUTH
 KD0466'EAST OF A METAL WITNESS POST, 2.0 FEET EAST OF A FENCE, ABOUT
 KD0466'4 1/2 FEET ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KD0466'POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0467 ***********************************************************************
 KD0467  DESIGNATION -  A 4 Z RM 1
 KD0467  PID         -  KD0467
 KD0467  STATE/COUNTY-  MO/SALINE
 KD0467  USGS QUAD   -  BLACKBURN (1978)
 KD0467
 KD0467                         *CURRENT SURVEY CONTROL
 KD0467  ___________________________________________________________________
 KD0467* NAD 83(1986)-  39 00 19.     (N)    093 23 23.     (W)     SCALED    
 KD0467* NAVD 88     -       225.413  (meters)     739.54   (feet)  ADJUSTED  
 KD0467  ___________________________________________________________________
 KD0467  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0467  DYNAMIC HT  -         225.269 (meters)     739.07  (feet)  COMP
 KD0467  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 KD0467
 KD0467  VERT ORDER  -  FIRST     CLASS II
 KD0467
 KD0467.The horizontal coordinates were scaled from a topographic map and have
 KD0467.an estimated accuracy of +/- 6 seconds.
 KD0467
 KD0467.The orthometric height was determined by differential leveling
 KD0467.and adjusted by the National Geodetic Survey in June 1991..
 KD0467
 KD0467.The geoid height was determined by GEOID03.
 KD0467
 KD0467.The dynamic height is computed by dividing the NAVD 88
 KD0467.geopotential number by the normal gravity value computed on the
 KD0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0467.degrees latitude (g = 980.6199 gals.).
 KD0467
 KD0467.The modeled gravity was interpolated from observed gravity values.
 KD0467
 KD0467;                    North         East    Units  Estimated Accuracy
 KD0467;SPC MO C     -   352,390.      422,940.      MT  (+/- 180 meters Scaled)
 KD0467
 KD0467                          SUPERSEDED SURVEY CONTROL
 KD0467
 KD0467  NGVD 29 (??/??/92)  225.33   (m)          739.3    (f) COMPUTED    1 2
 KD0467
 KD0467.Superseded values are not recommended for survey control.
 KD0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0467.See file dsdata.txt to determine how the superseded data were derived.
 KD0467
 KD0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD662174(NAD 83)
 KD0467_MARKER: DR = REFERENCE MARK DISK
 KD0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0467_STAMPING: A 4 Z NO 1 1962
 KD0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0467+STABILITY: SURFACE MOTION
 KD0467
 KD0467  HISTORY     - Date     Condition        Report By
 KD0467  HISTORY     - 1962     MONUMENTED       CGS
 KD0467
 KD0467                          STATION DESCRIPTION
 KD0467
 KD0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0467'5.2 MI NE FROM SWEET SPRINGS.
 KD0467'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0467'SCHOOL AT SWEET SPRINGS, THENCE 1.3 MILES EAST ALONG A GRADED
 KD0467'ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.05
 KD0467'MILE SOUTH ACROSS ROAD FROM A FARM HOUSE, 70.7 FEET SOUTH OF
 KD0467'RM 2, 47 FEET WEST OF THE CENTERLINE OF THE ROAD, 37.0 FEET
 KD0467'SOUTH OF THE STATION MARK, 2.0 FEET EAST OF A FENCE, ABOUT
 KD0467'4 FEET ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KD0467'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0465 ***********************************************************************
 KD0465  DESIGNATION -  A 4 Z RM 2
 KD0465  PID         -  KD0465
 KD0465  STATE/COUNTY-  MO/SALINE
 KD0465  USGS QUAD   -  BLACKBURN (1978)
 KD0465
 KD0465                         *CURRENT SURVEY CONTROL
 KD0465  ___________________________________________________________________
 KD0465* NAD 83(1986)-  39 00 19.     (N)    093 23 24.     (W)     SCALED    
 KD0465* NAVD 88     -       226.228  (meters)     742.22   (feet)  ADJUSTED  
 KD0465  ___________________________________________________________________
 KD0465  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0465  DYNAMIC HT  -         226.084 (meters)     741.74  (feet)  COMP
 KD0465  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 KD0465
 KD0465  VERT ORDER  -  FIRST     CLASS II
 KD0465
 KD0465.The horizontal coordinates were scaled from a topographic map and have
 KD0465.an estimated accuracy of +/- 6 seconds.
 KD0465
 KD0465.The orthometric height was determined by differential leveling
 KD0465.and adjusted by the National Geodetic Survey in June 1991..
 KD0465
 KD0465.The geoid height was determined by GEOID03.
 KD0465
 KD0465.The dynamic height is computed by dividing the NAVD 88
 KD0465.geopotential number by the normal gravity value computed on the
 KD0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0465.degrees latitude (g = 980.6199 gals.).
 KD0465
 KD0465.The modeled gravity was interpolated from observed gravity values.
 KD0465
 KD0465;                    North         East    Units  Estimated Accuracy
 KD0465;SPC MO C     -   352,390.      422,910.      MT  (+/- 180 meters Scaled)
 KD0465
 KD0465                          SUPERSEDED SURVEY CONTROL
 KD0465
 KD0465  NGVD 29 (??/??/92)  226.15   (m)          742.0    (f) COMPUTED    1 2
 KD0465
 KD0465.Superseded values are not recommended for survey control.
 KD0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0465.See file dsdata.txt to determine how the superseded data were derived.
 KD0465
 KD0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD662174(NAD 83)
 KD0465_MARKER: DR = REFERENCE MARK DISK
 KD0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0465_STAMPING: A 4 Z NO 2 1962
 KD0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0465+STABILITY: SURFACE MOTION
 KD0465
 KD0465  HISTORY     - Date     Condition        Report By
 KD0465  HISTORY     - 1962     MONUMENTED       CGS
 KD0465
 KD0465                          STATION DESCRIPTION
 KD0465
 KD0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0465'5.2 MI NE FROM SWEET SPRINGS.
 KD0465'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0465'SCHOOL AT SWEET SPRINGS, THENCE 1.3 MILES EAST ALONG A GRADED
 KD0465'ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.05
 KD0465'MILE SOUTH ACROSS ROAD FROM A FARM HOUSE, 70.7 FEET NORTH OF
 KD0465'RM 1, 47 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 37.0 FEET
 KD0465'NORTH OF THE STATION MARK, 2.0 FEET EAST OF FENCE, ABOUT 4 FEET
 KD0465'ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 KD0465'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0408 ***********************************************************************
 LF0408  DESIGNATION -  A 48
 LF0408  PID         -  LF0408
 LF0408  STATE/COUNTY-  MO/HOLT
 LF0408  USGS QUAD   -  RULO (1965)
 LF0408
 LF0408                         *CURRENT SURVEY CONTROL
 LF0408  ___________________________________________________________________
 LF0408* NAD 83(1986)-  40 03 41.     (N)    095 23 23.     (W)     SCALED    
 LF0408* NAVD 88     -       265.220  (meters)     870.14   (feet)  ADJUSTED  
 LF0408  ___________________________________________________________________
 LF0408  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LF0408  DYNAMIC HT  -         265.074 (meters)     869.66  (feet)  COMP
 LF0408  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 LF0408
 LF0408  VERT ORDER  -  SECOND    CLASS 0
 LF0408
 LF0408.The horizontal coordinates were scaled from a topographic map and have
 LF0408.an estimated accuracy of +/- 6 seconds.
 LF0408
 LF0408.The orthometric height was determined by differential leveling
 LF0408.and adjusted by the National Geodetic Survey in June 1991..
 LF0408
 LF0408.The geoid height was determined by GEOID03.
 LF0408
 LF0408.The dynamic height is computed by dividing the NAVD 88
 LF0408.geopotential number by the normal gravity value computed on the
 LF0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0408.degrees latitude (g = 980.6199 gals.).
 LF0408
 LF0408.The modeled gravity was interpolated from observed gravity values.
 LF0408
 LF0408;                    North         East    Units  Estimated Accuracy
 LF0408;SPC MO W     -   432,660.      774,100.      MT  (+/- 180 meters Scaled)
 LF0408
 LF0408                          SUPERSEDED SURVEY CONTROL
 LF0408
 LF0408  NGVD 29 (??/??/92)  265.154  (m)          869.93   (f) ADJ UNCH    2 0
 LF0408
 LF0408.Superseded values are not recommended for survey control.
 LF0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0408.See file dsdata.txt to determine how the superseded data were derived.
 LF0408
 LF0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE961373(NAD 83)
 LF0408_MARKER: DB = BENCH MARK DISK
 LF0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0408_SP_SET: CONCRETE BASE
 LF0408_STAMPING: A 48 1934
 LF0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0408
 LF0408  HISTORY     - Date     Condition        Report By
 LF0408  HISTORY     - 1934     MONUMENTED       CGS
 LF0408  HISTORY     - 1948     GOOD             NGS
 LF0408  HISTORY     - 1959     GOOD             NGS
 LF0408
 LF0408                          STATION DESCRIPTION
 LF0408
 LF0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0408'2.1 MI E FROM RULO.
 LF0408'2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0408'FROM THE STATION AT RULO, 16 RAILS EAST-NORTHEAST OF A ROAD
 LF0408'CROSSING, SET ON THE WEST-SOUTHWEST SIDE OF THE CONCRETE BASE
 LF0408'OF A TELEPHONE STATION, 34.7 FEET WEST-NORTHWEST OF SEMAPHORE
 LF0408'TOWER NO. S 724, 9.8 FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST
 LF0408'RAIL OF THE TRACK, ABOUT LEVEL WITH THE TOP OF THE RAIL.
 LF0408
 LF0408                          STATION RECOVERY (1959)
 LF0408
 LF0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0838 ***********************************************************************
 JC0838  DESIGNATION -  A 49
 JC0838  PID         -  JC0838
 JC0838  STATE/COUNTY-  MO/CRAWFORD
 JC0838  USGS QUAD   -  CUBA (1980)
 JC0838
 JC0838                         *CURRENT SURVEY CONTROL
 JC0838  ___________________________________________________________________
 JC0838* NAD 83(1986)-  38 03 46.     (N)    091 23 54.     (W)     SCALED    
 JC0838* NAVD 88     -       309.537  (meters)    1015.54   (feet)  ADJUSTED  
 JC0838  ___________________________________________________________________
 JC0838  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 JC0838  DYNAMIC HT  -         309.313 (meters)    1014.80  (feet)  COMP
 JC0838  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 JC0838
 JC0838  VERT ORDER  -  FIRST     CLASS II
 JC0838
 JC0838.The horizontal coordinates were scaled from a topographic map and have
 JC0838.an estimated accuracy of +/- 6 seconds.
 JC0838
 JC0838.The orthometric height was determined by differential leveling
 JC0838.and adjusted by the National Geodetic Survey in June 1991..
 JC0838.WARNING-Repeat measurements at this control monument indicate possible
 JC0838.vertical movement.
 JC0838
 JC0838.The geoid height was determined by GEOID03.
 JC0838
 JC0838.The dynamic height is computed by dividing the NAVD 88
 JC0838.geopotential number by the normal gravity value computed on the
 JC0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0838.degrees latitude (g = 980.6199 gals.).
 JC0838
 JC0838.The modeled gravity was interpolated from observed gravity values.
 JC0838
 JC0838;                    North         East    Units  Estimated Accuracy
 JC0838;SPC MO E     -   247,780.      171,170.      MT  (+/- 180 meters Scaled)
 JC0838
 JC0838                          SUPERSEDED SURVEY CONTROL
 JC0838
 JC0838  NGVD 29 (??/??/92)  309.527  (m)         1015.51   (f) ADJ UNCH    1 2
 JC0838
 JC0838.Superseded values are not recommended for survey control.
 JC0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0838.See file dsdata.txt to determine how the superseded data were derived.
 JC0838
 JC0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC405139(NAD 83)
 JC0838_MARKER: DB = BENCH MARK DISK
 JC0838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0838_SP_SET: WATER CRANE CONCRETE BASE
 JC0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0838
 JC0838  HISTORY     - Date     Condition        Report By
 JC0838  HISTORY     - UNK      MONUMENTED       CGS
 JC0838  HISTORY     - 1949     GOOD             NGS
 JC0838  HISTORY     - 20021006 MARK NOT FOUND   NGS
 JC0838
 JC0838                          STATION DESCRIPTION
 JC0838
 JC0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0838'AT CUBA.
 JC0838'AT CUBA, ABOUT 0.1 MILE EAST OF MILE POST 87, 90 FEET SOUTHWEST
 JC0838'OF THE INTERSECTION OF EAST MAIN AVENUE AND LAWRENCE STREET, SET
 JC0838'IN THE TOP AND THE SOUTHEAST CORNER OF THE CONCRETE BASE OF
 JC0838'WATER CRANE, 8.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 JC0838'NORTH-NORTHWEST AND ACROSS THREE TRACKS FROM THE CONCRETE WATER
 JC0838'TOWER AND ABOUT LEVEL WITH THE TRACK.
 JC0838
 JC0838                          STATION RECOVERY (2002)
 JC0838
 JC0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 JC0838'WATER TANK AND CRANE ARE GONE AS IS CONCRETE PAD, SO BM IS ASSUMED TO
 JC0838'BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0730 ***********************************************************************
 HD0730  DESIGNATION -  A 5
 HD0730  PID         -  HD0730
 HD0730  STATE/COUNTY-  MO/CHRISTIAN
 HD0730  USGS QUAD   -  BILLINGS (1975)
 HD0730
 HD0730                         *CURRENT SURVEY CONTROL
 HD0730  ___________________________________________________________________
 HD0730* NAD 83(1986)-  37 05 32.     (N)    093 31 11.     (W)     SCALED    
 HD0730* NAVD 88     -       415.725  (meters)    1363.92   (feet)  ADJUSTED  
 HD0730  ___________________________________________________________________
 HD0730  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HD0730  DYNAMIC HT  -         415.383 (meters)    1362.80  (feet)  COMP
 HD0730  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 HD0730
 HD0730  VERT ORDER  -  FIRST     CLASS II
 HD0730
 HD0730.The horizontal coordinates were scaled from a topographic map and have
 HD0730.an estimated accuracy of +/- 6 seconds.
 HD0730
 HD0730.The orthometric height was determined by differential leveling
 HD0730.and adjusted by the National Geodetic Survey in June 1991..
 HD0730
 HD0730.The geoid height was determined by GEOID03.
 HD0730
 HD0730.The dynamic height is computed by dividing the NAVD 88
 HD0730.geopotential number by the normal gravity value computed on the
 HD0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0730.degrees latitude (g = 980.6199 gals.).
 HD0730
 HD0730.The modeled gravity was interpolated from observed gravity values.
 HD0730
 HD0730;                    North         East    Units  Estimated Accuracy
 HD0730;SPC MO C     -   140,170.      409,350.      MT  (+/- 180 meters Scaled)
 HD0730
 HD0730                          SUPERSEDED SURVEY CONTROL
 HD0730
 HD0730  NGVD 29 (??/??/92)  415.564  (m)         1363.40   (f) ADJ UNCH    1 2
 HD0730
 HD0730.Superseded values are not recommended for survey control.
 HD0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0730.See file dsdata.txt to determine how the superseded data were derived.
 HD0730
 HD0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB538052(NAD 83)
 HD0730_MARKER: DB = BENCH MARK DISK
 HD0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0730_STAMPING: 1363.396 A 5 1928
 HD0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0730+STABILITY: SURFACE MOTION
 HD0730
 HD0730  HISTORY     - Date     Condition        Report By
 HD0730  HISTORY     - 1928     MONUMENTED       CGS
 HD0730  HISTORY     - 1934     GOOD             NGS
 HD0730
 HD0730                          STATION DESCRIPTION
 HD0730
 HD0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0730'2.7 MI NE FROM BILLINGS.
 HD0730'2.7 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0730'FROM THE STATION AT BILLINGS, CHRISTIAN COUNTY, 0.2 MILE SOUTHWEST
 HD0730'OF A ROAD CROSSING AT POLE 254-10, 250 FEET SOUTHWEST OF SEMAPHORE
 HD0730'254.4, 80 FEET NORTHWEST OF POLE 254-18, 42 FEET NORTHWEST OF THE
 HD0730'CENTERLINE OF THE TRACK, AND 6 FEET SOUTHEAST OF THE NORTHWEST
 HD0730'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1363.396 A 5 1928
 HD0730'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 HD0730'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0705 ***********************************************************************
 JD0705  DESIGNATION -  A 5 B 1
 JD0705  PID         -  JD0705
 JD0705  STATE/COUNTY-  MO/SALINE
 JD0705  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0705
 JD0705                         *CURRENT SURVEY CONTROL
 JD0705  ___________________________________________________________________
 JD0705* NAD 83(1986)-  38 58 28.     (N)    093 27 22.     (W)     SCALED    
 JD0705* NAVD 88     -       216.891  (meters)     711.58   (feet)  ADJUSTED  
 JD0705  ___________________________________________________________________
 JD0705  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0705  DYNAMIC HT  -         216.751 (meters)     711.12  (feet)  COMP
 JD0705  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 JD0705
 JD0705  VERT ORDER  -  SECOND    CLASS 0
 JD0705
 JD0705.The horizontal coordinates were scaled from a topographic map and have
 JD0705.an estimated accuracy of +/- 6 seconds.
 JD0705
 JD0705.The orthometric height was determined by differential leveling
 JD0705.and adjusted by the National Geodetic Survey in June 1991..
 JD0705
 JD0705.The geoid height was determined by GEOID03.
 JD0705
 JD0705.The dynamic height is computed by dividing the NAVD 88
 JD0705.geopotential number by the normal gravity value computed on the
 JD0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0705.degrees latitude (g = 980.6199 gals.).
 JD0705
 JD0705.The modeled gravity was interpolated from observed gravity values.
 JD0705
 JD0705;                    North         East    Units  Estimated Accuracy
 JD0705;SPC MO C     -   349,030.      417,150.      MT  (+/- 180 meters Scaled)
 JD0705
 JD0705                          SUPERSEDED SURVEY CONTROL
 JD0705
 JD0705  NGVD 29 (??/??/92)  216.80   (m)          711.3    (f) COMPUTED    2 0
 JD0705
 JD0705.Superseded values are not recommended for survey control.
 JD0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0705.See file dsdata.txt to determine how the superseded data were derived.
 JD0705
 JD0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD604140(NAD 83)
 JD0705_MARKER: DZ = AZIMUTH MARK DISK
 JD0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0705+STABILITY: SURFACE MOTION
 JD0705
 JD0705  HISTORY     - Date     Condition        Report By
 JD0705  HISTORY     - UNK      MONUMENTED       DOD
 JD0705  HISTORY     - 1962     GOOD             NGS
 JD0705
 JD0705                          STATION DESCRIPTION
 JD0705
 JD0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0705'2.5 MI NW FROM SWEET SPRINGS.
 JD0705'ABOUT 2.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0705'THE STATION AT SWEET SPRINGS, THENCE 0.3 MILE NORTHEAST ACROSS
 JD0705'A PASTURE TO PEDESTAL NEAR A NORTHEAST-SOUTHWEST FENCE, AND HEDGE
 JD0705'ROW, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF
 JD0705'TRIBRACH AZ.  NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0706 ***********************************************************************
 JD0706  DESIGNATION -  A 5 B 2
 JD0706  PID         -  JD0706
 JD0706  STATE/COUNTY-  MO/SALINE
 JD0706  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0706
 JD0706                         *CURRENT SURVEY CONTROL
 JD0706  ___________________________________________________________________
 JD0706* NAD 83(1986)-  38 58 24.     (N)    093 27 42.     (W)     SCALED    
 JD0706* NAVD 88     -       216.411  (meters)     710.01   (feet)  ADJUSTED  
 JD0706  ___________________________________________________________________
 JD0706  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0706  DYNAMIC HT  -         216.272 (meters)     709.55  (feet)  COMP
 JD0706  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 JD0706
 JD0706  VERT ORDER  -  SECOND    CLASS 0
 JD0706
 JD0706.The horizontal coordinates were scaled from a topographic map and have
 JD0706.an estimated accuracy of +/- 6 seconds.
 JD0706
 JD0706.The orthometric height was determined by differential leveling
 JD0706.and adjusted by the National Geodetic Survey in June 1991..
 JD0706
 JD0706.The geoid height was determined by GEOID03.
 JD0706
 JD0706.The dynamic height is computed by dividing the NAVD 88
 JD0706.geopotential number by the normal gravity value computed on the
 JD0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0706.degrees latitude (g = 980.6199 gals.).
 JD0706
 JD0706.The modeled gravity was interpolated from observed gravity values.
 JD0706
 JD0706;                    North         East    Units  Estimated Accuracy
 JD0706;SPC MO C     -   348,910.      416,670.      MT  (+/- 180 meters Scaled)
 JD0706
 JD0706                          SUPERSEDED SURVEY CONTROL
 JD0706
 JD0706  NGVD 29 (??/??/92)  216.32   (m)          709.7    (f) COMPUTED    2 0
 JD0706
 JD0706.Superseded values are not recommended for survey control.
 JD0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0706.See file dsdata.txt to determine how the superseded data were derived.
 JD0706
 JD0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD600139(NAD 83)
 JD0706_MARKER: DZ = AZIMUTH MARK DISK
 JD0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0706_STAMPING: A 5 B 2
 JD0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0706+STABILITY: SURFACE MOTION
 JD0706
 JD0706  HISTORY     - Date     Condition        Report By
 JD0706  HISTORY     - UNK      MONUMENTED       DOD
 JD0706  HISTORY     - 1962     GOOD             NGS
 JD0706
 JD0706                          STATION DESCRIPTION
 JD0706
 JD0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0706'12.8 MI NW FROM SWEET SPRINGS.
 JD0706'ABOUT 2.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0706'THE STATION AT SWEET SPRINGS, THENCE 0.3 MILE NORTHEAST ACROSS
 JD0706'A PASTURE, THENCE 0.3 MILE NORTHWEST OF A5 B1, 95 FEET EAST
 JD0706'OF THE CENTERLINE OF A GRAVEL ROAD, A 1 1/2 X 4 FOOT CONCRETE
 JD0706'PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF
 JD0706'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0708 ***********************************************************************
 JD0708  DESIGNATION -  A 5 Z
 JD0708  PID         -  JD0708
 JD0708  STATE/COUNTY-  MO/SALINE
 JD0708  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0708
 JD0708                         *CURRENT SURVEY CONTROL
 JD0708  ___________________________________________________________________
 JD0708* NAD 83(1986)-  38 58 19.     (N)    093 27 28.     (W)     SCALED    
 JD0708* NAVD 88     -       223.003  (meters)     731.64   (feet)  ADJUSTED  
 JD0708  ___________________________________________________________________
 JD0708  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0708  DYNAMIC HT  -         222.860 (meters)     731.17  (feet)  COMP
 JD0708  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 JD0708
 JD0708  VERT ORDER  -  SECOND    CLASS 0
 JD0708
 JD0708.The horizontal coordinates were scaled from a topographic map and have
 JD0708.an estimated accuracy of +/- 6 seconds.
 JD0708
 JD0708.The orthometric height was determined by differential leveling
 JD0708.and adjusted by the National Geodetic Survey in June 1991..
 JD0708
 JD0708.The geoid height was determined by GEOID03.
 JD0708
 JD0708.The dynamic height is computed by dividing the NAVD 88
 JD0708.geopotential number by the normal gravity value computed on the
 JD0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0708.degrees latitude (g = 980.6199 gals.).
 JD0708
 JD0708.The modeled gravity was interpolated from observed gravity values.
 JD0708
 JD0708;                    North         East    Units  Estimated Accuracy
 JD0708;SPC MO C     -   348,750.      417,000.      MT  (+/- 180 meters Scaled)
 JD0708
 JD0708                          SUPERSEDED SURVEY CONTROL
 JD0708
 JD0708  NGVD 29 (??/??/92)  222.91   (m)          731.3    (f) COMPUTED    2 0
 JD0708
 JD0708.Superseded values are not recommended for survey control.
 JD0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0708.See file dsdata.txt to determine how the superseded data were derived.
 JD0708
 JD0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD603137(NAD 83)
 JD0708_MARKER: DS = TRIANGULATION STATION DISK
 JD0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0708_STAMPING: A 5 Z 1962
 JD0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0708+STABILITY: SURFACE MOTION
 JD0708
 JD0708  HISTORY     - Date     Condition        Report By
 JD0708  HISTORY     - 1962     MONUMENTED       CGS
 JD0708
 JD0708                          STATION DESCRIPTION
 JD0708
 JD0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0708'2.2 MI W FROM SWEET SPRINGS.
 JD0708'ABOUT 2.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0708'THE STATION AT SWEET SPRINGS, 4 POLES EAST OF MILEPOLE 214,
 JD0708'39 FEET NORTH OF THE NORTH RAIL, 3 FEET SOUTH OF A FENCE,
 JD0708'2.8 FEET SOUTH OF A WITNESS POST, ABOUT 8 FEET ABOVE THE TRACKS,
 JD0708'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0709 ***********************************************************************
 JD0709  DESIGNATION -  A 5 Z RM 1
 JD0709  PID         -  JD0709
 JD0709  STATE/COUNTY-  MO/SALINE
 JD0709  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0709
 JD0709                         *CURRENT SURVEY CONTROL
 JD0709  ___________________________________________________________________
 JD0709* NAD 83(1986)-  38 58 19.     (N)    093 27 27.     (W)     SCALED    
 JD0709* NAVD 88     -       222.517  (meters)     730.04   (feet)  ADJUSTED  
 JD0709  ___________________________________________________________________
 JD0709  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0709  DYNAMIC HT  -         222.374 (meters)     729.57  (feet)  COMP
 JD0709  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 JD0709
 JD0709  VERT ORDER  -  SECOND    CLASS 0
 JD0709
 JD0709.The horizontal coordinates were scaled from a topographic map and have
 JD0709.an estimated accuracy of +/- 6 seconds.
 JD0709
 JD0709.The orthometric height was determined by differential leveling
 JD0709.and adjusted by the National Geodetic Survey in June 1991..
 JD0709
 JD0709.The geoid height was determined by GEOID03.
 JD0709
 JD0709.The dynamic height is computed by dividing the NAVD 88
 JD0709.geopotential number by the normal gravity value computed on the
 JD0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0709.degrees latitude (g = 980.6199 gals.).
 JD0709
 JD0709.The modeled gravity was interpolated from observed gravity values.
 JD0709
 JD0709;                    North         East    Units  Estimated Accuracy
 JD0709;SPC MO C     -   348,750.      417,030.      MT  (+/- 180 meters Scaled)
 JD0709
 JD0709                          SUPERSEDED SURVEY CONTROL
 JD0709
 JD0709  NGVD 29 (??/??/92)  222.43   (m)          729.8    (f) COMPUTED    2 0
 JD0709
 JD0709.Superseded values are not recommended for survey control.
 JD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0709.See file dsdata.txt to determine how the superseded data were derived.
 JD0709
 JD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD603137(NAD 83)
 JD0709_MARKER: DR = REFERENCE MARK DISK
 JD0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0709_STAMPING: A 5 Z NO 1 1962
 JD0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0709+STABILITY: SURFACE MOTION
 JD0709
 JD0709  HISTORY     - Date     Condition        Report By
 JD0709  HISTORY     - 1962     MONUMENTED       CGS
 JD0709
 JD0709                          STATION DESCRIPTION
 JD0709
 JD0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0709'2.2 MI W FROM SWEET SPRINGS.
 JD0709'ABOUT 2.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD
 JD0709'FROM THE STATION AT SWEET SPRINGS, 4 POLES EAST OF MILEPOLE 214,
 JD0709'103.5 FEET EAST OF RM 2, 45 FEET EAST OF THE STATION MARK, ABOUT
 JD0709'8 FEET ABOVE THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 JD0709'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0707 ***********************************************************************
 JD0707  DESIGNATION -  A 5 Z RM 2
 JD0707  PID         -  JD0707
 JD0707  STATE/COUNTY-  MO/SALINE
 JD0707  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0707
 JD0707                         *CURRENT SURVEY CONTROL
 JD0707  ___________________________________________________________________
 JD0707* NAD 83(1986)-  38 58 18.     (N)    093 27 30.     (W)     SCALED    
 JD0707* NAVD 88     -       222.741  (meters)     730.78   (feet)  ADJUSTED  
 JD0707  ___________________________________________________________________
 JD0707  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0707  DYNAMIC HT  -         222.598 (meters)     730.31  (feet)  COMP
 JD0707  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 JD0707
 JD0707  VERT ORDER  -  SECOND    CLASS 0
 JD0707
 JD0707.The horizontal coordinates were scaled from a topographic map and have
 JD0707.an estimated accuracy of +/- 6 seconds.
 JD0707
 JD0707.The orthometric height was determined by differential leveling
 JD0707.and adjusted by the National Geodetic Survey in June 1991..
 JD0707
 JD0707.The geoid height was determined by GEOID03.
 JD0707
 JD0707.The dynamic height is computed by dividing the NAVD 88
 JD0707.geopotential number by the normal gravity value computed on the
 JD0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0707.degrees latitude (g = 980.6199 gals.).
 JD0707
 JD0707.The modeled gravity was interpolated from observed gravity values.
 JD0707
 JD0707;                    North         East    Units  Estimated Accuracy
 JD0707;SPC MO C     -   348,720.      416,960.      MT  (+/- 180 meters Scaled)
 JD0707
 JD0707                          SUPERSEDED SURVEY CONTROL
 JD0707
 JD0707  NGVD 29 (??/??/92)  222.65   (m)          730.5    (f) COMPUTED    2 0
 JD0707
 JD0707.Superseded values are not recommended for survey control.
 JD0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0707.See file dsdata.txt to determine how the superseded data were derived.
 JD0707
 JD0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD602137(NAD 83)
 JD0707_MARKER: DR = REFERENCE MARK DISK
 JD0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0707_STAMPING: A 5 Z NO 2 1962
 JD0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0707+STABILITY: SURFACE MOTION
 JD0707
 JD0707  HISTORY     - Date     Condition        Report By
 JD0707  HISTORY     - 1962     MONUMENTED       CGS
 JD0707
 JD0707                          STATION DESCRIPTION
 JD0707
 JD0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0707'2.2 MI W FROM SWEET SPRINGS.
 JD0707'ABOUT 2.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0707'THE STATION AT SWEET SPRINGS, 4 POLES EAST OF MILEPOLE 214,
 JD0707'58.5 FEET WEST OF THE STATION MARK, 103.5 FEET WEST OF RM 1, ABOUT
 JD0707'8 FEET ABOVE THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 JD0707'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0688 ***********************************************************************
 HC0688  DESIGNATION -  A 50
 HC0688  PID         -  HC0688
 HC0688  STATE/COUNTY-  MO/DENT
 HC0688  USGS QUAD   -  SALEM (1981)
 HC0688
 HC0688                         *CURRENT SURVEY CONTROL
 HC0688  ___________________________________________________________________
 HC0688* NAD 83(1986)-  37 38 43.     (N)    091 32 31.     (W)     SCALED    
 HC0688* NAVD 88     -       361.257  (meters)    1185.22   (feet)  ADJUSTED  
 HC0688  ___________________________________________________________________
 HC0688  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0688  DYNAMIC HT  -         360.981 (meters)    1184.32  (feet)  COMP
 HC0688  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 HC0688
 HC0688  VERT ORDER  -  SECOND    CLASS 0
 HC0688
 HC0688.The horizontal coordinates were scaled from a topographic map and have
 HC0688.an estimated accuracy of +/- 6 seconds.
 HC0688
 HC0688.The orthometric height was determined by differential leveling
 HC0688.and adjusted by the National Geodetic Survey in June 1991..
 HC0688
 HC0688.The geoid height was determined by GEOID03.
 HC0688
 HC0688.The dynamic height is computed by dividing the NAVD 88
 HC0688.geopotential number by the normal gravity value computed on the
 HC0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0688.degrees latitude (g = 980.6199 gals.).
 HC0688
 HC0688.The modeled gravity was interpolated from observed gravity values.
 HC0688
 HC0688;                    North         East    Units  Estimated Accuracy
 HC0688;SPC MO E     -   201,570.      158,050.      MT  (+/- 180 meters Scaled)
 HC0688
 HC0688                          SUPERSEDED SURVEY CONTROL
 HC0688
 HC0688  NGVD 29 (??/??/92)  361.178  (m)         1184.96   (f) ADJ UNCH    2 0
 HC0688
 HC0688.Superseded values are not recommended for survey control.
 HC0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0688.See file dsdata.txt to determine how the superseded data were derived.
 HC0688
 HC0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB286674(NAD 83)
 HC0688_MARKER: DB = BENCH MARK DISK
 HC0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0688_SP_SET: BUILDING
 HC0688_STAMPING: A 50 1934
 HC0688_MARK LOGO: CGS   
 HC0688_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0688
 HC0688  HISTORY     - Date     Condition        Report By
 HC0688  HISTORY     - 1934     MONUMENTED       CGS
 HC0688  HISTORY     - 19900219 GOOD             USPSQD
 HC0688  HISTORY     - 19970604 GOOD             MODNR
 HC0688
 HC0688                          STATION DESCRIPTION
 HC0688
 HC0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0688'AT SALEM.
 HC0688'AT SALEM, DENT COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 HC0688'AT WEST THIRD STREET, AT THE MUNICIPAL LIGHT AND POWER BUILDING,
 HC0688'IN THE EAST FACE, 2 FEET NORTH OF THE MAIN ENTRANCE, AND 4 FEET
 HC0688'ABOVE GROUND.  A STANDARD DISK, STAMPED A 50 1934 AND SET
 HC0688'VERTICALLY.
 HC0688
 HC0688                          STATION RECOVERY (1990)
 HC0688
 HC0688'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWS)
 HC0688'RECOVERED IN GOOD CONDITION.
 HC0688
 HC0688                          STATION RECOVERY (1997)
 HC0688
 HC0688'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 HC0688'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0435 ***********************************************************************
 GE0435  DESIGNATION -  A 51
 GE0435  PID         -  GE0435
 GE0435  STATE/COUNTY-  MO/SHANNON
 GE0435  USGS QUAD   -  BIRCH TREE (1997)
 GE0435
 GE0435                         *CURRENT SURVEY CONTROL
 GE0435  ___________________________________________________________________
 GE0435* NAD 83(1986)-  36 59 26.     (N)    091 29 32.     (W)     SCALED    
 GE0435* NAVD 88     -       300.924  (meters)     987.28   (feet)  POSTED    
 GE0435  ___________________________________________________________________
 GE0435  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GE0435  DYNAMIC HT  -         300.670 (meters)     986.45  (feet)  COMP
 GE0435  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 GE0435
 GE0435  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0435
 GE0435.The horizontal coordinates were scaled from a topographic map and have
 GE0435.an estimated accuracy of +/- 6 seconds.
 GE0435
 GE0435.The orthometric height was determined by differential leveling
 GE0435.and adjusted by the National Geodetic Survey in 1992..
 GE0435.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0435.rate of 0.0 thru 1.0 mm/km.
 GE0435
 GE0435.The geoid height was determined by GEOID03.
 GE0435
 GE0435.The dynamic height is computed by dividing the NAVD 88
 GE0435.geopotential number by the normal gravity value computed on the
 GE0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0435.degrees latitude (g = 980.6199 gals.).
 GE0435
 GE0435.The modeled gravity was interpolated from observed gravity values.
 GE0435
 GE0435;                    North         East    Units  Estimated Accuracy
 GE0435;SPC MO E     -   128,870.      161,670.      MT  (+/- 180 meters Scaled)
 GE0435
 GE0435                          SUPERSEDED SURVEY CONTROL
 GE0435
 GE0435  NGVD 29 (??/??/92)  300.802  (m)          986.88   (f) ADJ UNCH    2 0
 GE0435
 GE0435.Superseded values are not recommended for survey control.
 GE0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0435.See file dsdata.txt to determine how the superseded data were derived.
 GE0435
 GE0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA341948(NAD 83)
 GE0435_MARKER: DB = BENCH MARK DISK
 GE0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0435_STAMPING: A 51 1934
 GE0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0435+STABILITY: SURFACE MOTION
 GE0435
 GE0435  HISTORY     - Date     Condition        Report By
 GE0435  HISTORY     - 1934     MONUMENTED       CGS
 GE0435  HISTORY     - 1977     GOOD             NGS
 GE0435
 GE0435                          STATION DESCRIPTION
 GE0435
 GE0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0435'AT BIRCH TREE.
 GE0435'AT BIRCH TREE, SHANNON COUNTY, AT THE ST. LOUIS-SAN FRANCISCO
 GE0435'RAILWAY STATION, IN THE SOUTHEAST CORNER OF THE PARK, 100 FEET
 GE0435'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 30 FEET NORTH OF
 GE0435'THE CENTERLINE OF THE STREET.  A STANDARD DISK, STAMPED A 51 1934
 GE0435'AND SET IN THE TOP OF A CONCRETE POST.
 GE0435
 GE0435                          STATION RECOVERY (1977)
 GE0435
 GE0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0435'IT IS IN THE SOUTHWEST CORNER OF PARK, ABOUT 100 FEET NORTH-NORTHWEST
 GE0435'OF THE POST OFFICE, 38 FEET EAST OF THE CENTERLINE OF OAK STREET, 9.7
 GE0435'FEET NORTH OF THE NORTH CURB OF FIRST ST., 10 FEET NORTHEAST OF A
 GE0435'PIPE POST AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0451 ***********************************************************************
 HC0451  DESIGNATION -  A 52
 HC0451  PID         -  HC0451
 HC0451  STATE/COUNTY-  MO/IRON
 HC0451  USGS QUAD   -  VIBURNUM EAST (1981)
 HC0451
 HC0451                         *CURRENT SURVEY CONTROL
 HC0451  ___________________________________________________________________
 HC0451* NAD 83(1986)-  37 39 37.     (N)    091 06 46.     (W)     SCALED    
 HC0451* NAVD 88     -       426.987  (meters)    1400.87   (feet)  ADJUSTED  
 HC0451  ___________________________________________________________________
 HC0451  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HC0451  DYNAMIC HT  -         426.655 (meters)    1399.78  (feet)  COMP
 HC0451  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 HC0451
 HC0451  VERT ORDER  -  SECOND    CLASS 0
 HC0451
 HC0451.The horizontal coordinates were scaled from a topographic map and have
 HC0451.an estimated accuracy of +/- 6 seconds.
 HC0451
 HC0451.The orthometric height was determined by differential leveling
 HC0451.and adjusted by the National Geodetic Survey in June 1991..
 HC0451
 HC0451.The geoid height was determined by GEOID03.
 HC0451
 HC0451.The dynamic height is computed by dividing the NAVD 88
 HC0451.geopotential number by the normal gravity value computed on the
 HC0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0451.degrees latitude (g = 980.6199 gals.).
 HC0451
 HC0451.The modeled gravity was interpolated from observed gravity values.
 HC0451
 HC0451;                    North         East    Units  Estimated Accuracy
 HC0451;SPC MO E     -   202,910.      195,930.      MT  (+/- 180 meters Scaled)
 HC0451
 HC0451                          SUPERSEDED SURVEY CONTROL
 HC0451
 HC0451  NGVD 29 (??/??/92)  426.938  (m)         1400.71   (f) ADJ UNCH    2 0
 HC0451
 HC0451.Superseded values are not recommended for survey control.
 HC0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0451.See file dsdata.txt to determine how the superseded data were derived.
 HC0451
 HC0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB664697(NAD 83)
 HC0451_MARKER: DB = BENCH MARK DISK
 HC0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0451_STAMPING: A 52 1934
 HC0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0451+STABILITY: SURFACE MOTION
 HC0451
 HC0451  HISTORY     - Date     Condition        Report By
 HC0451  HISTORY     - 1934     MONUMENTED       CGS
 HC0451
 HC0451                          STATION DESCRIPTION
 HC0451
 HC0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0451'AT BIXBY.
 HC0451'AT BIXBY, IRON COUNTY, ON STATE HIGHWAY 32, 83 FEET SOUTH OF THE
 HC0451'SOUTHEAST CORNER OF THE GENERAL STORE AND POST OFFICE, 45 FEET
 HC0451'SOUTHWEST OF THE CENTERLINE OF A SIDE ROAD, 33 FEET SOUTH OF THE
 HC0451'CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF A PROPERTY FENCE, AND
 HC0451'30 FEET SOUTHWEST OF A CORNER POST.  A STANDARD DISK, STAMPED
 HC0451'A 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0042 ***********************************************************************
 GE0042  DESIGNATION -  A 53
 GE0042  PID         -  GE0042
 GE0042  STATE/COUNTY-  MO/STODDARD
 GE0042  USGS QUAD   -  PUXICO (1962)
 GE0042
 GE0042                         *CURRENT SURVEY CONTROL
 GE0042  ___________________________________________________________________
 GE0042* NAD 83(1986)-  36 56 13.     (N)    090 12 01.     (W)     SCALED    
 GE0042* NAVD 88     -       106.812  (meters)     350.43   (feet)  ADJUSTED  
 GE0042  ___________________________________________________________________
 GE0042  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GE0042  DYNAMIC HT  -         106.729 (meters)     350.16  (feet)  COMP
 GE0042  MODELED GRAV-     979,852.9   (mgal)                       NAVD 88
 GE0042
 GE0042  VERT ORDER  -  SECOND    CLASS 0
 GE0042
 GE0042.The horizontal coordinates were scaled from a topographic map and have
 GE0042.an estimated accuracy of +/- 6 seconds.
 GE0042
 GE0042.The orthometric height was determined by differential leveling
 GE0042.and adjusted by the National Geodetic Survey in June 1991..
 GE0042
 GE0042.The geoid height was determined by GEOID03.
 GE0042
 GE0042.The dynamic height is computed by dividing the NAVD 88
 GE0042.geopotential number by the normal gravity value computed on the
 GE0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0042.degrees latitude (g = 980.6199 gals.).
 GE0042
 GE0042.The modeled gravity was interpolated from observed gravity values.
 GE0042
 GE0042;                    North         East    Units  Estimated Accuracy
 GE0042;SPC MO E     -   122,500.      276,700.      MT  (+/- 180 meters Scaled)
 GE0042
 GE0042                          SUPERSEDED SURVEY CONTROL
 GE0042
 GE0042  NGVD 29 (??/??/92)  106.843  (m)          350.53   (f) ADJ UNCH    2 0
 GE0042
 GE0042.Superseded values are not recommended for survey control.
 GE0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0042.See file dsdata.txt to determine how the superseded data were derived.
 GE0042
 GE0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA493915(NAD 83)
 GE0042_MARKER: DB = BENCH MARK DISK
 GE0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0042_STAMPING: A 53 1934
 GE0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0042+STABILITY: SURFACE MOTION
 GE0042
 GE0042  HISTORY     - Date     Condition        Report By
 GE0042  HISTORY     - 1934     MONUMENTED       CGS
 GE0042  HISTORY     - 1945     GOOD             NGS
 GE0042  HISTORY     - 1962     GOOD             USGS
 GE0042  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0042
 GE0042                          STATION DESCRIPTION
 GE0042
 GE0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 GE0042'AT MINGO.
 GE0042'AT MINGO, STODDARD COUNTY, 35 FEET NORTH OF THE NORTHWEST CORNER
 GE0042'OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 225 FEET
 GE0042'SOUTHWEST OF THE INTERSECTION OF THE BRANCH LEADING TO HUNTER
 GE0042'AND THE CAPE GIRARDEAU TO HOXIE BRANCH, 30 FEET NORTHWEST OF THE
 GE0042'CENTERLINE OF THE CAP GIRARDEAU TO HOXIE BRANCH, 31 FEET
 GE0042'NORTHWEST OF THE CENTERLINE OF THE BRANCH LEADING TO HUNTER,
 GE0042'AND 63 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD
 GE0042'DISK, STAMPED A 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GE0042'NOTE-- THE ST. LOUIS-SAN FRANCISCO RAILWAY HAS BEEN ABANDONED
 GE0042'AS OF FEBRUARY 1945.
 GE0042
 GE0042                          STATION RECOVERY (1962)
 GE0042
 GE0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GE0042'RECOVERED IN GOOD CONDITION.
 GE0042
 GE0042                          STATION RECOVERY (2002)
 GE0042
 GE0042'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0002 ***********************************************************************
 HC0002  DESIGNATION -  A 54
 HC0002  PID         -  HC0002
 HC0002  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0002  USGS QUAD   -  STE GENEVIEVE (1993)
 HC0002
 HC0002                         *CURRENT SURVEY CONTROL
 HC0002  ___________________________________________________________________
 HC0002* NAD 83(1986)-  37 58 40.     (N)    090 02 30.     (W)     SCALED    
 HC0002* NAVD 88     -       120.285  (meters)     394.63   (feet)  ADJUSTED  
 HC0002  ___________________________________________________________________
 HC0002  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HC0002  DYNAMIC HT  -         120.202 (meters)     394.36  (feet)  COMP
 HC0002  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HC0002
 HC0002  VERT ORDER  -  SECOND    CLASS 0
 HC0002
 HC0002.The horizontal coordinates were scaled from a topographic map and have
 HC0002.an estimated accuracy of +/- 6 seconds.
 HC0002
 HC0002.The orthometric height was determined by differential leveling
 HC0002.and adjusted by the National Geodetic Survey in June 1991..
 HC0002
 HC0002.The geoid height was determined by GEOID03.
 HC0002
 HC0002.The dynamic height is computed by dividing the NAVD 88
 HC0002.geopotential number by the normal gravity value computed on the
 HC0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0002.degrees latitude (g = 980.6199 gals.).
 HC0002
 HC0002.The modeled gravity was interpolated from observed gravity values.
 HC0002
 HC0002;                    North         East    Units  Estimated Accuracy
 HC0002;SPC MO E     -   238,070.      290,270.      MT  (+/- 180 meters Scaled)
 HC0002
 HC0002                          SUPERSEDED SURVEY CONTROL
 HC0002
 HC0002  NGVD 29 (??/??/92)  120.388  (m)          394.97   (f) ADJ UNCH    2 0
 HC0002
 HC0002.Superseded values are not recommended for survey control.
 HC0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0002.See file dsdata.txt to determine how the superseded data were derived.
 HC0002
 HC0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC598074(NAD 83)
 HC0002_MARKER: DB = BENCH MARK DISK
 HC0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0002_SP_SET: UNDERPASS
 HC0002_STAMPING: A 54 1934
 HC0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0002+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 HC0002
 HC0002  HISTORY     - Date     Condition        Report By
 HC0002  HISTORY     - 1934     MONUMENTED       CGS
 HC0002  HISTORY     - 1955     GOOD             NGS
 HC0002  HISTORY     - 20020912 GOOD             MODNR
 HC0002
 HC0002                          STATION DESCRIPTION
 HC0002
 HC0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HC0002'AT STE GENEVIEVE.
 HC0002'AT STE. GENEVIEVE, ON THE MISSOURI-ILLINOIS RAILROAD, 0.1 MILE
 HC0002'SOUTHWEST OF THE COUNTY COURTHOUSE, AT STEEL GIRDER STREET
 HC0002'UNDERPASS 85.3 IN THE TOP OF THE SOUTH END OF THE CONCRETE ABUTMENT,
 HC0002'AND 8 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 HC0002'DISK, STAMPED A 54 1934.
 HC0002
 HC0002                          STATION RECOVERY (2002)
 HC0002
 HC0002'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 HC0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0321 ***********************************************************************
 HC0321  DESIGNATION -  A 55
 HC0321  PID         -  HC0321
 HC0321  STATE/COUNTY-  MO/ST FRANCOIS
 HC0321  USGS QUAD   -  FLAT RIVER (1982)
 HC0321
 HC0321                         *CURRENT SURVEY CONTROL
 HC0321  ___________________________________________________________________
 HC0321* NAD 83(1986)-  37 50 15.     (N)    090 31 50.     (W)     SCALED    
 HC0321* NAVD 88     -       233.652  (meters)     766.57   (feet)  ADJUSTED  
 HC0321  ___________________________________________________________________
 HC0321  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HC0321  DYNAMIC HT  -         233.484 (meters)     766.02  (feet)  COMP
 HC0321  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 HC0321
 HC0321  VERT ORDER  -  SECOND    CLASS 0
 HC0321
 HC0321.The horizontal coordinates were scaled from a topographic map and have
 HC0321.an estimated accuracy of +/- 6 seconds.
 HC0321
 HC0321.The orthometric height was determined by differential leveling
 HC0321.and adjusted by the National Geodetic Survey in June 1991..
 HC0321
 HC0321.The geoid height was determined by GEOID03.
 HC0321
 HC0321.The dynamic height is computed by dividing the NAVD 88
 HC0321.geopotential number by the normal gravity value computed on the
 HC0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0321.degrees latitude (g = 980.6199 gals.).
 HC0321
 HC0321.The modeled gravity was interpolated from observed gravity values.
 HC0321
 HC0321;                    North         East    Units  Estimated Accuracy
 HC0321;SPC MO E     -   222,400.      247,310.      MT  (+/- 180 meters Scaled)
 HC0321
 HC0321                          SUPERSEDED SURVEY CONTROL
 HC0321
 HC0321  NGVD 29 (??/??/92)  233.714  (m)          766.78   (f) ADJ UNCH    2 0
 HC0321
 HC0321.Superseded values are not recommended for survey control.
 HC0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0321.See file dsdata.txt to determine how the superseded data were derived.
 HC0321
 HC0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB173906(NAD 83)
 HC0321_MARKER: DB = BENCH MARK DISK
 HC0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0321_SP_SET: WALL
 HC0321_STAMPING: A 55 1934
 HC0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0321
 HC0321  HISTORY     - Date     Condition        Report By
 HC0321  HISTORY     - 1934     MONUMENTED       CGS
 HC0321  HISTORY     - 1956     GOOD             NGS
 HC0321
 HC0321                          STATION DESCRIPTION
 HC0321
 HC0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HC0321'AT ELVINS.
 HC0321'AT ELVINS, ST. FRANCOIS COUNTY, AT THE MISSOURI-ILLINOIS RAILROAD
 HC0321'STATION, IN THE WEST BRICK WALL, 5 FEET SOUTH OF THE CENTER OF
 HC0321'THE OFFICE, 15 FEET EAST OF THE MAIN TRACK, AND 4 FEET ABOVE THE
 HC0321'GROUND.  A STANDARD DISK, STAMPED A 55 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1131 ***********************************************************************
 HC1131  DESIGNATION -  A 55 RESET
 HC1131  PID         -  HC1131
 HC1131  STATE/COUNTY-  MO/ST FRANCOIS
 HC1131  USGS QUAD   -  FLAT RIVER (1982)
 HC1131
 HC1131                         *CURRENT SURVEY CONTROL
 HC1131  ___________________________________________________________________
 HC1131* NAD 83(1986)-  37 50 15.     (N)    090 31 50.     (W)     SCALED    
 HC1131* NAVD 88     -       234.33   (meters)     768.8    (feet)  RESET     
 HC1131  ___________________________________________________________________
 HC1131  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HC1131
 HC1131  VERT ORDER  -  THIRD
 HC1131
 HC1131.The horizontal coordinates were scaled from a topographic map and have
 HC1131.an estimated accuracy of +/- 6 seconds.
 HC1131
 HC1131.The orthometric height was computed from unverified reset data.
 HC1131.No vertical observational check was made to the station.
 HC1131
 HC1131.The geoid height was determined by GEOID03.
 HC1131
 HC1131;                    North         East    Units  Estimated Accuracy
 HC1131;SPC MO E     -   222,400.      247,310.      MT  (+/- 180 meters Scaled)
 HC1131
 HC1131                          SUPERSEDED SURVEY CONTROL
 HC1131
 HC1131  NGVD 29 (02/22/06)  234.39   (m)          769.0    (f) RESET       3  
 HC1131
 HC1131.Superseded values are not recommended for survey control.
 HC1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1131.See file dsdata.txt to determine how the superseded data were derived.
 HC1131
 HC1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB173906(NAD 83)
 HC1131_MARKER: DB = BENCH MARK DISK
 HC1131_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HC1131+WITH SETTING: PAVEMENT
 HC1131_SP_SET: MEMORIAL BASE
 HC1131_STAMPING: A 55 RESET 1985
 HC1131_MARK LOGO: NGS   
 HC1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC1131+STABILITY: SURFACE MOTION
 HC1131
 HC1131  HISTORY     - Date     Condition        Report By
 HC1131  HISTORY     - 1985     MONUMENTED       NGS
 HC1131
 HC1131                          STATION DESCRIPTION
 HC1131
 HC1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HC1131'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 32 AND
 HC1131'WEST MAIN STREET, AT THE ELVINS POLICE STATION BUILDING, IN THE
 HC1131'SOUTHEAST CORNER OF THE SECOND LEVEL OF THE CONCRETE BASE SUPPORTING
 HC1131'A GRANITE STONE MEMORIAL TO ELVIN WAR VETERANS AND 86.0 FT (26.2 M)
 HC1131'WEST FROM THE CENTERLINE OF HIGHWAY 32, 45.5 FT (13.9 M) NORTHEAST
 HC1131'FROM THE NORTHEAST CORNER OF THE POLICE STATION.  NOTE--STATION
 HC1131'ELVINS IS AT THE SOUTHEAST CORNER OF THE POLICE STATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0347 ***********************************************************************
 HC0347  DESIGNATION -  A 56
 HC0347  PID         -  HC0347
 HC0347  STATE/COUNTY-  MO/IRON
 HC0347  USGS QUAD   -  VIBURNUM EAST (1981)
 HC0347
 HC0347                         *CURRENT SURVEY CONTROL
 HC0347  ___________________________________________________________________
 HC0347* NAD 83(1986)-  37 41 26.     (N)    091 00 35.     (W)     SCALED    
 HC0347* NAVD 88     -       415.819  (meters)    1364.23   (feet)  ADJUSTED  
 HC0347  ___________________________________________________________________
 HC0347  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 HC0347  DYNAMIC HT  -         415.501 (meters)    1363.19  (feet)  COMP
 HC0347  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 HC0347
 HC0347  VERT ORDER  -  SECOND    CLASS 0
 HC0347
 HC0347.The horizontal coordinates were scaled from a topographic map and have
 HC0347.an estimated accuracy of +/- 6 seconds.
 HC0347
 HC0347.The orthometric height was determined by differential leveling
 HC0347.and adjusted by the National Geodetic Survey in June 1991..
 HC0347
 HC0347.The geoid height was determined by GEOID03.
 HC0347
 HC0347.The dynamic height is computed by dividing the NAVD 88
 HC0347.geopotential number by the normal gravity value computed on the
 HC0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0347.degrees latitude (g = 980.6199 gals.).
 HC0347
 HC0347.The modeled gravity was interpolated from observed gravity values.
 HC0347
 HC0347;                    North         East    Units  Estimated Accuracy
 HC0347;SPC MO E     -   206,210.      205,050.      MT  (+/- 180 meters Scaled)
 HC0347
 HC0347                          SUPERSEDED SURVEY CONTROL
 HC0347
 HC0347  NGVD 29 (??/??/92)  415.784  (m)         1364.12   (f) ADJ UNCH    2 0
 HC0347
 HC0347.Superseded values are not recommended for survey control.
 HC0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0347.See file dsdata.txt to determine how the superseded data were derived.
 HC0347
 HC0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB754733(NAD 83)
 HC0347_MARKER: DB = BENCH MARK DISK
 HC0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0347_STAMPING: A 56 1934
 HC0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0347+STABILITY: SURFACE MOTION
 HC0347
 HC0347  HISTORY     - Date     Condition        Report By
 HC0347  HISTORY     - 1934     MONUMENTED       CGS
 HC0347
 HC0347                          STATION DESCRIPTION
 HC0347
 HC0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0347'7.9 MI E FROM BIXBY.
 HC0347'7.9 MILES EAST ALONG STATE HIGHWAY 32 FROM THE GENERAL STORE
 HC0347'AT BIXBY, IRON COUNTY, ON THE OUTSIDE OF A WESTERLY CONVEX
 HC0347'CURVE, 300 FEET SOUTH OF THE CREST OF A HILL, 250 FEET NORTH OF
 HC0347'THE CENTERLINE OF A GULLY, AND 35 FEET NORTHWEST OF THE CENTERLINE
 HC0347'OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 56 1934 AND SET IN
 HC0347'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0695 ***********************************************************************
 GE0695  DESIGNATION -  A 57
 GE0695  PID         -  GE0695
 GE0695  STATE/COUNTY-  MO/OREGON
 GE0695  USGS QUAD   -  THAYER (1986)
 GE0695
 GE0695                         *CURRENT SURVEY CONTROL
 GE0695  ___________________________________________________________________
 GE0695* NAD 83(1986)-  36 34 22.     (N)    091 31 04.     (W)     SCALED    
 GE0695* NAVD 88     -       227.205  (meters)     745.42   (feet)  ADJUSTED  
 GE0695  ___________________________________________________________________
 GE0695  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GE0695  DYNAMIC HT  -         227.020 (meters)     744.81  (feet)  COMP
 GE0695  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 GE0695
 GE0695  VERT ORDER  -  SECOND    CLASS 0
 GE0695
 GE0695.The horizontal coordinates were scaled from a topographic map and have
 GE0695.an estimated accuracy of +/- 6 seconds.
 GE0695
 GE0695.The orthometric height was determined by differential leveling
 GE0695.and adjusted by the National Geodetic Survey in June 1991..
 GE0695
 GE0695.The geoid height was determined by GEOID03.
 GE0695
 GE0695.The dynamic height is computed by dividing the NAVD 88
 GE0695.geopotential number by the normal gravity value computed on the
 GE0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0695.degrees latitude (g = 980.6199 gals.).
 GE0695
 GE0695.The modeled gravity was interpolated from observed gravity values.
 GE0695
 GE0695;                    North         East    Units  Estimated Accuracy
 GE0695;SPC MO E     -    82,530.      158,910.      MT  (+/- 180 meters Scaled)
 GE0695
 GE0695                          SUPERSEDED SURVEY CONTROL
 GE0695
 GE0695  NGVD 29 (??/??/92)  227.088  (m)          745.04   (f) ADJ UNCH    2 0
 GE0695
 GE0695.Superseded values are not recommended for survey control.
 GE0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0695.See file dsdata.txt to determine how the superseded data were derived.
 GE0695
 GE0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA326485(NAD 83)
 GE0695_MARKER: DB = BENCH MARK DISK
 GE0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0695_STAMPING: A 57 1934
 GE0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0695+STABILITY: SURFACE MOTION
 GE0695
 GE0695  HISTORY     - Date     Condition        Report By
 GE0695  HISTORY     - 1934     MONUMENTED       CGS
 GE0695
 GE0695                          STATION DESCRIPTION
 GE0695
 GE0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0695'4.2 MI N FROM THAYER.
 GE0695'4.2 MILES NORTH ALONG STATE HIGHWAY 19 FROM THAYER, OREGON
 GE0695'COUNTY, 150 FEET NORTHEAST OF HASTEN ALLENS FARM RESIDENCE,
 GE0695'40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET
 GE0695'NORTH OF A LARGE PILE OF ROCKS.  A STANDARD DISK, STAMPED A
 GE0695'57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0117 ***********************************************************************
 HC0117  DESIGNATION -  A 58
 HC0117  PID         -  HC0117
 HC0117  STATE/COUNTY-  MO/MADISON
 HC0117  USGS QUAD   -  COLDWATER (1980)
 HC0117
 HC0117                         *CURRENT SURVEY CONTROL
 HC0117  ___________________________________________________________________
 HC0117* NAD 83(1986)-  37 19 23.     (N)    090 23 37.     (W)     SCALED    
 HC0117* NAVD 88     -       174.861  (meters)     573.69   (feet)  ADJUSTED  
 HC0117  ___________________________________________________________________
 HC0117  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HC0117  DYNAMIC HT  -         174.729 (meters)     573.26  (feet)  COMP
 HC0117  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 HC0117
 HC0117  VERT ORDER  -  SECOND    CLASS 0
 HC0117
 HC0117.The horizontal coordinates were scaled from a topographic map and have
 HC0117.an estimated accuracy of +/- 6 seconds.
 HC0117
 HC0117.The orthometric height was determined by differential leveling
 HC0117.and adjusted by the National Geodetic Survey in June 1991..
 HC0117
 HC0117.The geoid height was determined by GEOID03.
 HC0117
 HC0117.The dynamic height is computed by dividing the NAVD 88
 HC0117.geopotential number by the normal gravity value computed on the
 HC0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0117.degrees latitude (g = 980.6199 gals.).
 HC0117
 HC0117.The modeled gravity was interpolated from observed gravity values.
 HC0117
 HC0117;                    North         East    Units  Estimated Accuracy
 HC0117;SPC MO E     -   165,310.      259,430.      MT  (+/- 180 meters Scaled)
 HC0117
 HC0117                          SUPERSEDED SURVEY CONTROL
 HC0117
 HC0117  NGVD 29 (??/??/92)  174.915  (m)          573.87   (f) ADJ UNCH    2 0
 HC0117
 HC0117.Superseded values are not recommended for survey control.
 HC0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0117.See file dsdata.txt to determine how the superseded data were derived.
 HC0117
 HC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB309338(NAD 83)
 HC0117_MARKER: DB = BENCH MARK DISK
 HC0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0117_STAMPING: A 58 1934
 HC0117_MARK LOGO: CGS   
 HC0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0117+STABILITY: SURFACE MOTION
 HC0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0117+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2002
 HC0117
 HC0117  HISTORY     - Date     Condition        Report By
 HC0117  HISTORY     - 1934     MONUMENTED       CGS
 HC0117  HISTORY     - 19970605 GOOD             MODNR
 HC0117  HISTORY     - 20020906 GOOD             USACE
 HC0117
 HC0117                          STATION DESCRIPTION
 HC0117
 HC0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0117'2.4 MI N FROM COLDWATER.
 HC0117'IN MADISON COUNTY, 2.4 MILES NORTH ALONG U.S. HIGHWAY 67 FROM
 HC0117'THE METHODIST CHURCH AT COLDWATER, WAYNE COUNTY, 0.5 MILE
 HC0117'NORTH OF THE MADISON-WAYNE COUNTY LINE, 171 FEET SOUTHEAST OF
 HC0117'THE SOUTHEAST CORNER OF GREENWOOD CEMETERY, 156 FEET NORTH
 HC0117'OF THE NORTH END OF THE WEST HEADWALL OF A CULVERT, 48 FEET
 HC0117'WEST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF THE
 HC0117'CENTERLINE OF A SIDE ROAD, 7 FEET WEST OF THE SOUTHEAST CORNER
 HC0117'OF THE CEMETERY FENCE, AND 2 FEET SOUTH OF A RAIL FENCE.  A
 HC0117'STANDARD DISK, STAMPED A 58 1934 AND SET IN THE TOP OF A CONCRETE
 HC0117'POST.
 HC0117
 HC0117                          STATION RECOVERY (1997)
 HC0117
 HC0117'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 HC0117'REC0VERED AS DESCRIBED
 HC0117
 HC0117                          STATION RECOVERY (2002)
 HC0117
 HC0117'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0258 ***********************************************************************
 JC0258  DESIGNATION -  A 59
 JC0258  PID         -  JC0258
 JC0258  STATE/COUNTY-  MO/JEFFERSON
 JC0258  USGS QUAD   -  FESTUS (1982)
 JC0258
 JC0258                         *CURRENT SURVEY CONTROL
 JC0258  ___________________________________________________________________
 JC0258* NAD 83(1986)-  38 13 34.     (N)    090 24 40.     (W)     SCALED    
 JC0258* NAVD 88     -       146.260  (meters)     479.85   (feet)  ADJUSTED  
 JC0258  ___________________________________________________________________
 JC0258  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JC0258  DYNAMIC HT  -         146.163 (meters)     479.54  (feet)  COMP
 JC0258  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 JC0258
 JC0258  VERT ORDER  -  SECOND    CLASS 0
 JC0258
 JC0258.The horizontal coordinates were scaled from a topographic map and have
 JC0258.an estimated accuracy of +/- 6 seconds.
 JC0258
 JC0258.The orthometric height was determined by differential leveling
 JC0258.and adjusted by the National Geodetic Survey in June 1991..
 JC0258
 JC0258.The geoid height was determined by GEOID03.
 JC0258
 JC0258.The dynamic height is computed by dividing the NAVD 88
 JC0258.geopotential number by the normal gravity value computed on the
 JC0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0258.degrees latitude (g = 980.6199 gals.).
 JC0258
 JC0258.The modeled gravity was interpolated from observed gravity values.
 JC0258
 JC0258;                    North         East    Units  Estimated Accuracy
 JC0258;SPC MO E     -   265,530.      257,780.      MT  (+/- 180 meters Scaled)
 JC0258
 JC0258                          SUPERSEDED SURVEY CONTROL
 JC0258
 JC0258  NGVD 29 (??/??/92)  146.385  (m)          480.26   (f) ADJ UNCH    2 0
 JC0258
 JC0258.Superseded values are not recommended for survey control.
 JC0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0258.See file dsdata.txt to determine how the superseded data were derived.
 JC0258
 JC0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC266340(NAD 83)
 JC0258_MARKER: DB = BENCH MARK DISK
 JC0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0258_STAMPING: A 59 1934
 JC0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0258+STABILITY: SURFACE MOTION
 JC0258
 JC0258  HISTORY     - Date     Condition        Report By
 JC0258  HISTORY     - 1934     MONUMENTED       CGS
 JC0258  HISTORY     - 1963     MARK NOT FOUND   USGS
 JC0258
 JC0258                          STATION DESCRIPTION
 JC0258
 JC0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JC0258'1 MI NW FROM FESTUS.
 JC0258'1.0 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0258'FROM THE STATION AT FESTUS, JEFFERSON COUNTY, 380 FEET WEST OF
 JC0258'MILEPOST 38, 17 FEET EAST OF POWER POLE 412-24, 116 FEET EAST
 JC0258'OF THE POINT OF INTERSECTION OF THE NORTH RAIL, 35 FEET NORTH OF
 JC0258'THE CENTERLINE OF THE TRACK, AND 9 FEET WEST OF A POLE.  A
 JC0258'STANDARD DISK, STAMPED A 59 1934 AND SET IN THE TOP OF A CONCRETE
 JC0258'POST.
 JC0258
 JC0258                          STATION RECOVERY (1963)
 JC0258
 JC0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JC0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0672 ***********************************************************************
 HD0672  DESIGNATION -  A 6
 HD0672  PID         -  HD0672
 HD0672  STATE/COUNTY-  MO/GREENE
 HD0672  USGS QUAD   -  OAK GROVE HEIGHTS (1975)
 HD0672
 HD0672                         *CURRENT SURVEY CONTROL
 HD0672  ___________________________________________________________________
 HD0672* NAD 83(1986)-  37 08 31.     (N)    093 05 49.     (W)     SCALED    
 HD0672* NAVD 88     -       434.483  (meters)    1425.47   (feet)  ADJUSTED  
 HD0672  ___________________________________________________________________
 HD0672  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HD0672  DYNAMIC HT  -         434.130 (meters)    1424.31  (feet)  COMP
 HD0672  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 HD0672
 HD0672  VERT ORDER  -  FIRST     CLASS II
 HD0672
 HD0672.The horizontal coordinates were scaled from a topographic map and have
 HD0672.an estimated accuracy of +/- 6 seconds.
 HD0672
 HD0672.The orthometric height was determined by differential leveling
 HD0672.and adjusted by the National Geodetic Survey in June 1991..
 HD0672
 HD0672.The geoid height was determined by GEOID03.
 HD0672
 HD0672.The dynamic height is computed by dividing the NAVD 88
 HD0672.geopotential number by the normal gravity value computed on the
 HD0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0672.degrees latitude (g = 980.6199 gals.).
 HD0672
 HD0672.The modeled gravity was interpolated from observed gravity values.
 HD0672
 HD0672;                    North         East    Units  Estimated Accuracy
 HD0672;SPC MO C     -   145,370.      446,970.      MT  (+/- 180 meters Scaled)
 HD0672
 HD0672                          SUPERSEDED SURVEY CONTROL
 HD0672
 HD0672  NGVD 29 (??/??/92)  434.339  (m)         1424.99   (f) ADJ UNCH    1 2
 HD0672
 HD0672.Superseded values are not recommended for survey control.
 HD0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0672.See file dsdata.txt to determine how the superseded data were derived.
 HD0672
 HD0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB913106(NAD 83)
 HD0672_MARKER: DB = BENCH MARK DISK
 HD0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0672_SP_SET: CONCRETE POST
 HD0672_STAMPING: A 6 1928 1424.994
 HD0672_MARK LOGO: CGS   
 HD0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0672+STABILITY: SURFACE MOTION
 HD0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0672+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1989
 HD0672
 HD0672  HISTORY     - Date     Condition        Report By
 HD0672  HISTORY     - 1928     MONUMENTED       CGS
 HD0672  HISTORY     - 1934     GOOD             NGS
 HD0672  HISTORY     - 19891003 GOOD             NGS
 HD0672  HISTORY     - 20040722 MARK NOT FOUND   USPSQD
 HD0672
 HD0672                          STATION DESCRIPTION
 HD0672
 HD0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0672'AT PALMETTO.
 HD0672'AT PALMETTO, GREENE COUNTY, ON THE RIGHT-OF-WAY OF THE ST.
 HD0672'LOUIS-SAN FRANCISCO RAILWAY, 24 FEET NORTHEAST OF THE STATION
 HD0672'SIGN, 9 FEET EAST OF POLE 216-8, 44 FEET SOUTH OF THE SOUTH
 HD0672'CORNER OF OMER CROWS STORE AND HOUSE, 43 FEET NORTHEAST OF
 HD0672'THE CENTERLINE OF THE MAIN TRACK, 6 FEET SOUTHWEST OF THE
 HD0672'NORTHEAST RIGHT-OF-WAY FENCE, AND SLIGHTLY BELOW THE SURFACE
 HD0672'OF THE GROUND.  A STANDARD DISK, STAMPED 1424.994 A 6 1928
 HD0672'AND SET IN THE TOP OF A CONCRETE POST.
 HD0672
 HD0672                          STATION RECOVERY (1989)
 HD0672
 HD0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0672'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.6 KM
 HD0672'(2.85 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 HD0672'ITS JUNCTION WITH U.S. HIGHWAY 60 BUSINESS IN ROGERSVILLE, 13.4 M
 HD0672'(44.0 FT) SOUTH OF THE SOUTH CORNER OF THE CROW RESIDENCE, 12.3 M
 HD0672'(40.4 FT) NORTHEAST OF THE NEAR RAIL, 0.3 M (1.0 FT) BELOW THE LEVEL
 HD0672'OF THE TRACKS, 0.2 M (0.7 FT) NORTHEAST OF A METAL WITNESS POST, AND
 HD0672'IN A CONCRETE MONUMENT THAT IS 0.06 M (0.2 FT) BELOW THE GROUND
 HD0672'SURFACE.
 HD0672
 HD0672                          STATION RECOVERY (2004)
 HD0672
 HD0672'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 HD0672'HOUSE IS ABANDAND DENSE BRUSH IN AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1947 ***********************************************************************
 JD1947  DESIGNATION -  A 6 B 1
 JD1947  PID         -  JD1947
 JD1947  STATE/COUNTY-  MO/LAFAYETTE
 JD1947  USGS QUAD   -  CONCORDIA (1981)
 JD1947
 JD1947                         *CURRENT SURVEY CONTROL
 JD1947  ___________________________________________________________________
 JD1947* NAD 83(1986)-  38 57 43.     (N)    093 34 44.     (W)     SCALED    
 JD1947* NAVD 88     -       238.874  (meters)     783.71   (feet)  ADJUSTED  
 JD1947  ___________________________________________________________________
 JD1947  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1947  DYNAMIC HT  -         238.719 (meters)     783.20  (feet)  COMP
 JD1947  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 JD1947
 JD1947  VERT ORDER  -  SECOND    CLASS 0
 JD1947
 JD1947.The horizontal coordinates were scaled from a topographic map and have
 JD1947.an estimated accuracy of +/- 6 seconds.
 JD1947
 JD1947.The orthometric height was determined by differential leveling
 JD1947.and adjusted by the National Geodetic Survey in June 1991..
 JD1947
 JD1947.The geoid height was determined by GEOID03.
 JD1947
 JD1947.The dynamic height is computed by dividing the NAVD 88
 JD1947.geopotential number by the normal gravity value computed on the
 JD1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1947.degrees latitude (g = 980.6199 gals.).
 JD1947
 JD1947.The modeled gravity was interpolated from observed gravity values.
 JD1947
 JD1947;                    North         East    Units  Estimated Accuracy
 JD1947;SPC MO W     -   310,630.      929,830.      MT  (+/- 180 meters Scaled)
 JD1947
 JD1947                          SUPERSEDED SURVEY CONTROL
 JD1947
 JD1947  NGVD 29 (??/??/92)  238.78   (m)          783.4    (f) COMPUTED    2 0
 JD1947
 JD1947.Superseded values are not recommended for survey control.
 JD1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1947.See file dsdata.txt to determine how the superseded data were derived.
 JD1947
 JD1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD498127(NAD 83)
 JD1947_MARKER: Z = SEE DESCRIPTION
 JD1947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1947_SP_SET: TRIBRACH
 JD1947_STAMPING: A6 B1
 JD1947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1947
 JD1947  HISTORY     - Date     Condition        Report By
 JD1947  HISTORY     - UNK      MONUMENTED       DOD
 JD1947  HISTORY     - 1963     GOOD             NGS
 JD1947
 JD1947                          STATION DESCRIPTION
 JD1947
 JD1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1947'2.8 MI S FROM CONCORDIA.
 JD1947'ABOUT 0.75 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1947'THE STATION AT CONCORDIA, THENCE 1.65 MILE SOUTH ALONG A
 JD1947'GRAVELED ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD,
 JD1947'IN A PASTURE AND ON THE SOUTHEAST SIDE OF A HILL, 450 FEET
 JD1947'NORTH OF AN EAST-WEST GRAVELED ROAD, 50 FEET SOUTH OF AN
 JD1947'EAST-WEST FENCE LINE, A 1.5 FOOT BY 4 FOOT CONCRETE PEDESTAL
 JD1947'WITH TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER OF THE
 JD1947'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1948 ***********************************************************************
 JD1948  DESIGNATION -  A 6 B 2
 JD1948  PID         -  JD1948
 JD1948  STATE/COUNTY-  MO/LAFAYETTE
 JD1948  USGS QUAD   -  CONCORDIA (1981)
 JD1948
 JD1948                         *CURRENT SURVEY CONTROL
 JD1948  ___________________________________________________________________
 JD1948* NAD 83(1986)-  38 57 33.     (N)    093 34 53.     (W)     SCALED    
 JD1948* NAVD 88     -       237.594  (meters)     779.51   (feet)  ADJUSTED  
 JD1948  ___________________________________________________________________
 JD1948  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1948  DYNAMIC HT  -         237.440 (meters)     779.00  (feet)  COMP
 JD1948  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 JD1948
 JD1948  VERT ORDER  -  SECOND    CLASS 0
 JD1948
 JD1948.The horizontal coordinates were scaled from a topographic map and have
 JD1948.an estimated accuracy of +/- 6 seconds.
 JD1948
 JD1948.The orthometric height was determined by differential leveling
 JD1948.and adjusted by the National Geodetic Survey in June 1991..
 JD1948
 JD1948.The geoid height was determined by GEOID03.
 JD1948
 JD1948.The dynamic height is computed by dividing the NAVD 88
 JD1948.geopotential number by the normal gravity value computed on the
 JD1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1948.degrees latitude (g = 980.6199 gals.).
 JD1948
 JD1948.The modeled gravity was interpolated from observed gravity values.
 JD1948
 JD1948;                    North         East    Units  Estimated Accuracy
 JD1948;SPC MO W     -   310,320.      929,620.      MT  (+/- 180 meters Scaled)
 JD1948
 JD1948                          SUPERSEDED SURVEY CONTROL
 JD1948
 JD1948  NGVD 29 (??/??/92)  237.50   (m)          779.2    (f) COMPUTED    2 0
 JD1948
 JD1948.Superseded values are not recommended for survey control.
 JD1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1948.See file dsdata.txt to determine how the superseded data were derived.
 JD1948
 JD1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD496124(NAD 83)
 JD1948_MARKER: Z = SEE DESCRIPTION
 JD1948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1948_SP_SET: TRIBRACH
 JD1948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1948
 JD1948  HISTORY     - Date     Condition        Report By
 JD1948  HISTORY     - UNK      MONUMENTED       DOD
 JD1948  HISTORY     - 1963     GOOD             NGS
 JD1948
 JD1948                          STATION DESCRIPTION
 JD1948
 JD1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1948'3.1 MI S FROM CONCORDIA.
 JD1948'ABOUT 0.75 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1948'THE STATION AT CONCORDIA, THENCE 1.65 MILES SOUTH ALONG A
 JD1948'GRAVELED ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD,
 JD1948'THENCE 0.3 MILE SOUTHWEST ACROSS A FIELD, ABOUT 400 FEET
 JD1948'SOUTH OF THE CENTER OF A GRAVELED ROAD, 30 FEET EAST OF A
 JD1948'NORTH-SOUTH FENCE LINE, A 1.5 FOOT BY 4 FOOT CONCRETE PEDESTAL
 JD1948'WITH TRIBRACH.  A U.S.A.F. MONOLITH AZ.  NOTE-- CENTER OF THE
 JD1948'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1950 ***********************************************************************
 JD1950  DESIGNATION -  A 6 Z
 JD1950  PID         -  JD1950
 JD1950  STATE/COUNTY-  MO/LAFAYETTE
 JD1950  USGS QUAD   -  CONCORDIA (1981)
 JD1950
 JD1950                         *CURRENT SURVEY CONTROL
 JD1950  ___________________________________________________________________
 JD1950* NAD 83(1986)-  38 57 26.     (N)    093 35 06.     (W)     SCALED    
 JD1950* NAVD 88     -       241.595  (meters)     792.63   (feet)  ADJUSTED  
 JD1950  ___________________________________________________________________
 JD1950  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1950  DYNAMIC HT  -         241.439 (meters)     792.12  (feet)  COMP
 JD1950  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 JD1950
 JD1950  VERT ORDER  -  SECOND    CLASS 0
 JD1950
 JD1950.The horizontal coordinates were scaled from a topographic map and have
 JD1950.an estimated accuracy of +/- 6 seconds.
 JD1950
 JD1950.The orthometric height was determined by differential leveling
 JD1950.and adjusted by the National Geodetic Survey in June 1991..
 JD1950
 JD1950.The geoid height was determined by GEOID03.
 JD1950
 JD1950.The dynamic height is computed by dividing the NAVD 88
 JD1950.geopotential number by the normal gravity value computed on the
 JD1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1950.degrees latitude (g = 980.6199 gals.).
 JD1950
 JD1950.The modeled gravity was interpolated from observed gravity values.
 JD1950
 JD1950;                    North         East    Units  Estimated Accuracy
 JD1950;SPC MO W     -   310,100.      929,310.      MT  (+/- 180 meters Scaled)
 JD1950
 JD1950                          SUPERSEDED SURVEY CONTROL
 JD1950
 JD1950  NGVD 29 (??/??/92)  241.51   (m)          792.4    (f) COMPUTED    2 0
 JD1950
 JD1950.Superseded values are not recommended for survey control.
 JD1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1950.See file dsdata.txt to determine how the superseded data were derived.
 JD1950
 JD1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD493121(NAD 83)
 JD1950_MARKER: DS = TRIANGULATION STATION DISK
 JD1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1950_STAMPING: A6Z 1962
 JD1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1950+STABILITY: SURFACE MOTION
 JD1950
 JD1950  HISTORY     - Date     Condition        Report By
 JD1950  HISTORY     - 1962     MONUMENTED       CGS
 JD1950  HISTORY     - 1963     GOOD             NGS
 JD1950
 JD1950                          STATION DESCRIPTION
 JD1950
 JD1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1950'3.5 MI S FROM CONCORDIA.
 JD1950'ABOUT 0.75 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1950'STATION AT CONCORDIA, THENCE 1.65 MILE SOUTH ALONG A GRAVELED
 JD1950'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.7
 JD1950'MILE SOUTHWEST ACROSS A FIELD, NEAR THE CREST OF A KNOLL, 31 FEET
 JD1950'WEST OF RM 1, 26 FEET EAST OF RM 2, 1 FOOT NORTH OF A FENCE
 JD1950'LINE, 4 FEET NORTHEAST OF A WITNESS POST, A DISK IN THE TOP OF A
 JD1950'CONCRETE POST THAT IS LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1949 ***********************************************************************
 JD1949  DESIGNATION -  A 6 Z RM 1
 JD1949  PID         -  JD1949
 JD1949  STATE/COUNTY-  MO/LAFAYETTE
 JD1949  USGS QUAD   -  CONCORDIA (1981)
 JD1949
 JD1949                         *CURRENT SURVEY CONTROL
 JD1949  ___________________________________________________________________
 JD1949* NAD 83(1986)-  38 57 26.     (N)    093 35 05.     (W)     SCALED    
 JD1949* NAVD 88     -       241.482  (meters)     792.26   (feet)  ADJUSTED  
 JD1949  ___________________________________________________________________
 JD1949  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1949  DYNAMIC HT  -         241.326 (meters)     791.75  (feet)  COMP
 JD1949  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 JD1949
 JD1949  VERT ORDER  -  SECOND    CLASS 0
 JD1949
 JD1949.The horizontal coordinates were scaled from a topographic map and have
 JD1949.an estimated accuracy of +/- 6 seconds.
 JD1949
 JD1949.The orthometric height was determined by differential leveling
 JD1949.and adjusted by the National Geodetic Survey in June 1991..
 JD1949
 JD1949.The geoid height was determined by GEOID03.
 JD1949
 JD1949.The dynamic height is computed by dividing the NAVD 88
 JD1949.geopotential number by the normal gravity value computed on the
 JD1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1949.degrees latitude (g = 980.6199 gals.).
 JD1949
 JD1949.The modeled gravity was interpolated from observed gravity values.
 JD1949
 JD1949;                    North         East    Units  Estimated Accuracy
 JD1949;SPC MO W     -   310,100.      929,330.      MT  (+/- 180 meters Scaled)
 JD1949
 JD1949                          SUPERSEDED SURVEY CONTROL
 JD1949
 JD1949  NGVD 29 (??/??/92)  241.39   (m)          792.0    (f) COMPUTED    2 0
 JD1949
 JD1949.Superseded values are not recommended for survey control.
 JD1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1949.See file dsdata.txt to determine how the superseded data were derived.
 JD1949
 JD1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD493121(NAD 83)
 JD1949_MARKER: DR = REFERENCE MARK DISK
 JD1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1949_STAMPING: A6Z NO 1 1962
 JD1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1949+STABILITY: SURFACE MOTION
 JD1949
 JD1949  HISTORY     - Date     Condition        Report By
 JD1949  HISTORY     - 1962     MONUMENTED       CGS
 JD1949  HISTORY     - 1963     GOOD             NGS
 JD1949
 JD1949                          STATION DESCRIPTION
 JD1949
 JD1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1949'3.5 MI S FROM CONCORDIA.
 JD1949'ABOUT 0.75 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1949'THE STATION AT CONCORDIA, THENCE 1.65 MILES SOUTH ALONG A
 JD1949'GRAVELED ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD,
 JD1949'THENCE 0.7 MILE SOUTHWEST ACROSS A FIELD, 31 FEET EAST OF THE
 JD1949'STATION MARK, 57 FEET EAST OF REFERENCE MARK NO 2, 1 FOOT
 JD1949'NORTH OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, A DISK
 JD1949'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1951 ***********************************************************************
 JD1951  DESIGNATION -  A 6 Z RM 2
 JD1951  PID         -  JD1951
 JD1951  STATE/COUNTY-  MO/LAFAYETTE
 JD1951  USGS QUAD   -  CONCORDIA (1981)
 JD1951
 JD1951                         *CURRENT SURVEY CONTROL
 JD1951  ___________________________________________________________________
 JD1951* NAD 83(1986)-  38 57 25.     (N)    093 35 05.     (W)     SCALED    
 JD1951* NAVD 88     -       241.631  (meters)     792.75   (feet)  ADJUSTED  
 JD1951  ___________________________________________________________________
 JD1951  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1951  DYNAMIC HT  -         241.475 (meters)     792.24  (feet)  COMP
 JD1951  MODELED GRAV-     979,973.9   (mgal)                       NAVD 88
 JD1951
 JD1951  VERT ORDER  -  SECOND    CLASS 0
 JD1951
 JD1951.The horizontal coordinates were scaled from a topographic map and have
 JD1951.an estimated accuracy of +/- 6 seconds.
 JD1951
 JD1951.The orthometric height was determined by differential leveling
 JD1951.and adjusted by the National Geodetic Survey in June 1991..
 JD1951
 JD1951.The geoid height was determined by GEOID03.
 JD1951
 JD1951.The dynamic height is computed by dividing the NAVD 88
 JD1951.geopotential number by the normal gravity value computed on the
 JD1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1951.degrees latitude (g = 980.6199 gals.).
 JD1951
 JD1951.The modeled gravity was interpolated from observed gravity values.
 JD1951
 JD1951;                    North         East    Units  Estimated Accuracy
 JD1951;SPC MO W     -   310,070.      929,330.      MT  (+/- 180 meters Scaled)
 JD1951
 JD1951                          SUPERSEDED SURVEY CONTROL
 JD1951
 JD1951  NGVD 29 (??/??/92)  241.54   (m)          792.5    (f) COMPUTED    2 0
 JD1951
 JD1951.Superseded values are not recommended for survey control.
 JD1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1951.See file dsdata.txt to determine how the superseded data were derived.
 JD1951
 JD1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD493121(NAD 83)
 JD1951_MARKER: DR = REFERENCE MARK DISK
 JD1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1951_STAMPING: A6Z NO 2 1962
 JD1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1951+STABILITY: SURFACE MOTION
 JD1951
 JD1951  HISTORY     - Date     Condition        Report By
 JD1951  HISTORY     - 1962     MONUMENTED       CGS
 JD1951  HISTORY     - 1963     GOOD             NGS
 JD1951
 JD1951                          STATION DESCRIPTION
 JD1951
 JD1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1951'3.5 MI S FROM CONCORDIA.
 JD1951'ABOUT 0.75 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1951'STATION AT CONCORDIA, THENCE 1.65 MILE SOUTH ALONG A GRAVELED
 JD1951'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.7
 JD1951'MILE SOUTHWEST ACROSS A FIELD, 26 FEET WEST OF THE STATION
 JD1951'MARK, 57 FEET WEST OF REFERENCE MARK NO 1, 3 FEET NORTHEAST OF
 JD1951'A WITNESS POST, 1 FOOT NORTH OF A FENCE LINE, A DISK IN THE TOP
 JD1951'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0305 ***********************************************************************
 GF0305  DESIGNATION -  A 60
 GF0305  PID         -  GF0305
 GF0305  STATE/COUNTY-  MO/STONE
 GF0305  USGS QUAD   -  REEDS SPRING (1989)
 GF0305
 GF0305                         *CURRENT SURVEY CONTROL
 GF0305  ___________________________________________________________________
 GF0305* NAD 83(1997)-  36 42 44.22820(N)    093 22 31.51360(W)     ADJUSTED  
 GF0305* NAVD 88     -       426.981  (meters)    1400.85   (feet)  ADJUSTED  
 GF0305  ___________________________________________________________________
 GF0305  X           -    -301,424.438 (meters)                     COMP
 GF0305  Y           -  -5,110,582.230 (meters)                     COMP
 GF0305  Z           -   3,792,083.324 (meters)                     COMP
 GF0305  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GF0305  ELLIP HEIGHT-         398.14  (meters)          (02/17/00) GPS OBS
 GF0305  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GF0305  DYNAMIC HT  -         426.612 (meters)    1399.64  (feet)  COMP
 GF0305  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 GF0305
 GF0305  HORZ ORDER  -  THIRD
 GF0305  VERT ORDER  -  SECOND    CLASS 0
 GF0305  ELLP ORDER  -  FOURTH    CLASS I
 GF0305
 GF0305.The horizontal coordinates were established by GPS observations
 GF0305.and adjusted by the National Geodetic Survey in February 2000..
 GF0305
 GF0305.The orthometric height was determined by differential leveling
 GF0305.and adjusted by the National Geodetic Survey in June 1991..
 GF0305
 GF0305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0305
 GF0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0305
 GF0305.The ellipsoidal height was determined by GPS observations
 GF0305.and is referenced to NAD 83.
 GF0305
 GF0305.The geoid height was determined by GEOID03.
 GF0305
 GF0305.The dynamic height is computed by dividing the NAVD 88
 GF0305.geopotential number by the normal gravity value computed on the
 GF0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0305.degrees latitude (g = 980.6199 gals.).
 GF0305
 GF0305.The modeled gravity was interpolated from observed gravity values.
 GF0305
 GF0305;                    North         East     Units Scale Factor Converg.
 GF0305;SPC MO C     -    97,882.817   421,789.088   MT  1.00000867   -0 31 24.1
 GF0305;UTM  15      - 4,063,021.719   466,471.061   MT  0.99961385   -0 13 27.9
 GF0305
 GF0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0305!SPC MO C     -   0.99993752  x   1.00000867  =   0.99994619
 GF0305!UTM  15      -   0.99993752  x   0.99961385  =   0.99955140
 GF0305
 GF0305                          SUPERSEDED SURVEY CONTROL
 GF0305
 GF0305  NAD 83(1997)-  36 42 44.22822(N)    093 22 31.51360(W) AD(       ) 3
 GF0305  NAD 83(1997)-  36 42 44.22824(N)    093 22 31.51359(W) AD(       ) 3
 GF0305  NAD 83(1997)-  36 42 44.24531(N)    093 22 31.51874(W) AD(       ) 3
 GF0305  NAD 83(1986)-  36 42 44.24543(N)    093 22 31.51879(W) AD(       ) 3
 GF0305  NGVD 29 (??/??/92)  426.839  (m)         1400.39   (f) ADJ UNCH    2 0
 GF0305
 GF0305.Superseded values are not recommended for survey control.
 GF0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0305.See file dsdata.txt to determine how the superseded data were derived.
 GF0305
 GF0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6647163022(NAD 83)
 GF0305_MARKER: DB = BENCH MARK DISK
 GF0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0305_SP_SET: CONCRETE POST
 GF0305_STAMPING: A 60 1934
 GF0305_MARK LOGO: CGS   
 GF0305_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0305+STABILITY: SURFACE MOTION
 GF0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0305+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1990
 GF0305
 GF0305  HISTORY     - Date     Condition        Report By
 GF0305  HISTORY     - 1934     MONUMENTED       CGS
 GF0305  HISTORY     - 19890918 GOOD             NGS
 GF0305  HISTORY     - 19900116 GOOD
 GF0305
 GF0305                          STATION DESCRIPTION
 GF0305
 GF0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0305'3.1 MI S FROM REEDS SPRING.
 GF0305'3.1 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE MISSOURI PACIFIC
 GF0305'RAILROAD STATION AT REEDS SPRING, STONE COUNTY, 0.2 MILE
 GF0305'NORTHWEST OF POWERLINE 109, 108 FEET NORTH OF A ROAD LEADING
 GF0305'WEST FROM THE HIGHWAY, 42.7 FEET WEST OF THE CENTERLINE OF THE
 GF0305'HIGHWAY, 16.5 FEET WEST OF THE EDGE OF A CUT ON THE WEST SIDE
 GF0305'OF THE HIGHWAY, AND 1.5 FEET WEST OF THE PROPERTY FENCE LINE.
 GF0305'A STANDARD DISK, STAMPED A 60 1934 AND SET IN THE TOP OF A CONCRETE
 GF0305'POST.
 GF0305
 GF0305                          STATION RECOVERY (1989)
 GF0305
 GF0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0305'STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF BRANSON, 3 KM
 GF0305'(1.85 MI) SOUTH OF REEDS SPRING, AT THE JUNCTION OF STATE ROUTE 13 AND
 GF0305'TABLE LAKE ROAD 13-4.  OWNERSHIP--STATE OF MISSOURI.
 GF0305'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 76 WEST AND
 GF0305'STATE ROUTE 13 SOUTH AT THE SOUTH SIDE OF REEDS SPRINGS, GO SOUTH
 GF0305'ALONG STATE ROUTE 13 FOR 3 KM (1.85 MI) TO AN ASPHALT ROAD (TABLE ROCK
 GF0305'LAKE ROAD 13-4) ON THE RIGHT AND THE STATION.
 GF0305'STATION IS 13.7 M (44.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GF0305'35.6 M (116.8 FT) NORTH OF THE CENTER OF ROAD 13-4, 26.4 M (86.6 FT)
 GF0305'NORTH OF A FENCECORNER POST, .08 M (0.3 FT) EAST OF A FENCELINE, 0.61
 GF0305'SOUTH OF A FIBERGLASS WITNESS POST, AND ABOUT 0.31 M (1.0 FT) ABOVE
 GF0305'THE LEVEL OF THE HIGHWAY.
 GF0305'DESCRIBED BY G.F.S.   ALLOW EXTRA TIME FOR SETUP STRADDLING FENCELINE.
 GF0305
 GF0305                          STATION RECOVERY (1990)
 GF0305
 GF0305'RECOVERED 1990
 GF0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0224 ***********************************************************************
 GF0224  DESIGNATION -  A 61
 GF0224  PID         -  GF0224
 GF0224  STATE/COUNTY-  MO/STONE
 GF0224  USGS QUAD   -  GARBER (1989)
 GF0224
 GF0224                         *CURRENT SURVEY CONTROL
 GF0224  ___________________________________________________________________
 GF0224* NAD 83(1986)-  36 43 37.     (N)    093 21 27.     (W)     SCALED    
 GF0224* NAVD 88     -       348.548  (meters)    1143.53   (feet)  ADJUSTED  
 GF0224  ___________________________________________________________________
 GF0224  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GF0224  DYNAMIC HT  -         348.248 (meters)    1142.54  (feet)  COMP
 GF0224  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GF0224
 GF0224  VERT ORDER  -  SECOND    CLASS 0
 GF0224
 GF0224.The horizontal coordinates were scaled from a topographic map and have
 GF0224.an estimated accuracy of +/- 6 seconds.
 GF0224
 GF0224.The orthometric height was determined by differential leveling
 GF0224.and adjusted by the National Geodetic Survey in June 1991..
 GF0224
 GF0224.The geoid height was determined by GEOID03.
 GF0224
 GF0224.The dynamic height is computed by dividing the NAVD 88
 GF0224.geopotential number by the normal gravity value computed on the
 GF0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0224.degrees latitude (g = 980.6199 gals.).
 GF0224
 GF0224.The modeled gravity was interpolated from observed gravity values.
 GF0224
 GF0224;                    North         East    Units  Estimated Accuracy
 GF0224;SPC MO C     -    99,500.      423,410.      MT  (+/- 180 meters Scaled)
 GF0224
 GF0224                          SUPERSEDED SURVEY CONTROL
 GF0224
 GF0224  NGVD 29 (??/??/92)  348.402  (m)         1143.05   (f) ADJ UNCH    2 0
 GF0224
 GF0224.Superseded values are not recommended for survey control.
 GF0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0224.See file dsdata.txt to determine how the superseded data were derived.
 GF0224
 GF0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA680646(NAD 83)
 GF0224_MARKER: DB = BENCH MARK DISK
 GF0224_SETTING: 66 = SET IN ROCK OUTCROP
 GF0224_SP_SET: ROCK CUT
 GF0224_STAMPING: A 61 1934
 GF0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0224+STABILITY: POSITION/ELEVATION WELL
 GF0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0224+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 GF0224
 GF0224  HISTORY     - Date     Condition        Report By
 GF0224  HISTORY     - 1934     MONUMENTED       CGS
 GF0224  HISTORY     - 20060417 GOOD             GEOCAC
 GF0224
 GF0224                          STATION DESCRIPTION
 GF0224
 GF0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0224'1.8 MI SE FROM REEDS SPRING.
 GF0224'1.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GF0224'STATION AT REEDS SPRING, STONE COUNTY, 0.15 MILE SOUTHEAST OF
 GF0224'MILEPOST 459, 100 FEET SOUTH OF POLE 458+30, 100 FEET WEST OF THE
 GF0224'EAST END OF A ROCK CUT, 12 FEET SOUTH OF THE CENTERLINE OF THE
 GF0224'TRACK, IN A LIMESTONE CUT, AND ABOUT 3.6 FEET HIGHER THAN THE
 GF0224'BED OF THE TRACK.  A STANDARD DISK, STAMPED A 61 1934 AND
 GF0224'SET VERTICALLY.
 GF0224
 GF0224                          STATION RECOVERY (2006)
 GF0224
 GF0224'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 GF0224'1ST GEOCAC RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0258 ***********************************************************************
 GF0258  DESIGNATION -  A 62
 GF0258  PID         -  GF0258
 GF0258  STATE/COUNTY-  MO/TANEY
 GF0258  USGS QUAD   -  GARRISON (1955)
 GF0258
 GF0258                         *CURRENT SURVEY CONTROL
 GF0258  ___________________________________________________________________
 GF0258* NAD 83(1986)-  36 45 55.     (N)    093 00 41.     (W)     SCALED    
 GF0258* NAVD 88     -       325.865  (meters)    1069.11   (feet)  ADJUSTED  
 GF0258  ___________________________________________________________________
 GF0258  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GF0258  DYNAMIC HT  -         325.593 (meters)    1068.22  (feet)  COMP
 GF0258  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 GF0258
 GF0258  VERT ORDER  -  SECOND    CLASS 0
 GF0258
 GF0258.The horizontal coordinates were scaled from a topographic map and have
 GF0258.an estimated accuracy of +/- 6 seconds.
 GF0258
 GF0258.The orthometric height was determined by differential leveling
 GF0258.and adjusted by the National Geodetic Survey in June 1991..
 GF0258
 GF0258.The geoid height was determined by GEOID03.
 GF0258
 GF0258.The dynamic height is computed by dividing the NAVD 88
 GF0258.geopotential number by the normal gravity value computed on the
 GF0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0258.degrees latitude (g = 980.6199 gals.).
 GF0258
 GF0258.The modeled gravity was interpolated from observed gravity values.
 GF0258
 GF0258;                    North         East    Units  Estimated Accuracy
 GF0258;SPC MO C     -   103,530.      454,340.      MT  (+/- 180 meters Scaled)
 GF0258
 GF0258                          SUPERSEDED SURVEY CONTROL
 GF0258
 GF0258  NGVD 29 (??/??/92)  325.735  (m)         1068.68   (f) ADJ UNCH    2 0
 GF0258
 GF0258.Superseded values are not recommended for survey control.
 GF0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0258.See file dsdata.txt to determine how the superseded data were derived.
 GF0258
 GF0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA989688(NAD 83)
 GF0258_MARKER: DB = BENCH MARK DISK
 GF0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0258_STAMPING: A 62 1934
 GF0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0258+STABILITY: SURFACE MOTION
 GF0258
 GF0258  HISTORY     - Date     Condition        Report By
 GF0258  HISTORY     - 1934     MONUMENTED       CGS
 GF0258
 GF0258                          STATION DESCRIPTION
 GF0258
 GF0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0258'7 MI SW FROM BRADLEYVILLE.
 GF0258'7 MILES SOUTHWEST ALONG STATE HIGHWAY 76 FROM THE JUNCTION
 GF0258'WITH COUNTY HIGHWAY A AT BRADLEYVILLE, TANEY COUNTY, AT THE JUNCTION
 GF0258'WITH A COUNTY ROAD NEAR AN ICE PLANT, 240 FEET SOUTHWEST OF THE
 GF0258'SOUTHWEST CORNER OF THE ICE PLANT, 130 FEET SOUTHWEST OF THE
 GF0258'INTERSECTION OF THE CENTERLINES AT THE JUNCTION, 100 FEET WEST
 GF0258'OF THE CENTERLINE OF THE ROAD, 82 FEET WEST OF A FENCE CORNER
 GF0258'AT THE SOUTHWEST CORNER OF THE JUNCTION, AND 29.5 FEET SOUTH
 GF0258'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GF0258'A 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0184 ***********************************************************************
 GF0184  DESIGNATION -  A 63
 GF0184  PID         -  GF0184
 GF0184  STATE/COUNTY-  MO/DOUGLAS
 GF0184  USGS QUAD   -  AVA (1982)
 GF0184
 GF0184                         *CURRENT SURVEY CONTROL
 GF0184  ___________________________________________________________________
 GF0184* NAD 83(1986)-  36 58 23.     (N)    092 39 27.     (W)     SCALED    
 GF0184* NAVD 88     -       411.884  (meters)    1351.32   (feet)  ADJUSTED  
 GF0184  ___________________________________________________________________
 GF0184  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 GF0184  DYNAMIC HT  -         411.546 (meters)    1350.21  (feet)  COMP
 GF0184  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 GF0184
 GF0184  VERT ORDER  -  SECOND    CLASS 0
 GF0184
 GF0184.The horizontal coordinates were scaled from a topographic map and have
 GF0184.an estimated accuracy of +/- 6 seconds.
 GF0184
 GF0184.The orthometric height was determined by differential leveling
 GF0184.and adjusted by the National Geodetic Survey in June 1991..
 GF0184
 GF0184.The geoid height was determined by GEOID03.
 GF0184
 GF0184.The dynamic height is computed by dividing the NAVD 88
 GF0184.geopotential number by the normal gravity value computed on the
 GF0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0184.degrees latitude (g = 980.6199 gals.).
 GF0184
 GF0184.The modeled gravity was interpolated from observed gravity values.
 GF0184
 GF0184;                    North         East    Units  Estimated Accuracy
 GF0184;SPC MO C     -   126,470.      485,980.      MT  (+/- 180 meters Scaled)
 GF0184
 GF0184                          SUPERSEDED SURVEY CONTROL
 GF0184
 GF0184  NGVD 29 (??/??/92)  411.741  (m)         1350.85   (f) ADJ UNCH    2 0
 GF0184
 GF0184.Superseded values are not recommended for survey control.
 GF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0184.See file dsdata.txt to determine how the superseded data were derived.
 GF0184
 GF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA304919(NAD 83)
 GF0184_MARKER: DB = BENCH MARK DISK
 GF0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0184_STAMPING: A 63 1934
 GF0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0184+STABILITY: SURFACE MOTION
 GF0184
 GF0184  HISTORY     - Date     Condition        Report By
 GF0184  HISTORY     - 1934     MONUMENTED       CGS
 GF0184  HISTORY     - 1978     MARK NOT FOUND   USGS
 GF0184
 GF0184                          STATION DESCRIPTION
 GF0184
 GF0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0184'1.7 MI N FROM AVA.
 GF0184'1.7 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE COUNTY COURTHOUSE
 GF0184'AT AVA, DOUGLAS COUNTY, 185 FEET NORTH OF THE CENTERLINE OF THE
 GF0184'DRIVEWAY TO THE M.F. YANDELL FARMHOUSE, 28.8 FEET EAST OF THE
 GF0184'CENTERLINE OF THE HIGHWAY, 15 FEET NORTH OF A CORNER AT THE
 GF0184'INTERSECTION OF A PROPERTY-LINE FENCE AND A FENCE NORTH OF A
 GF0184'BARN, AND 1 FOOT WEST OF THE PROPERTY-LINE FENCE.  A STANDARD
 GF0184'DISK, STAMPED A 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GF0184
 GF0184                          STATION RECOVERY (1978)
 GF0184
 GF0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GF0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0269 ***********************************************************************
 GF0269  DESIGNATION -  A 65
 GF0269  PID         -  GF0269
 GF0269  STATE/COUNTY-  MO/CHRISTIAN
 GF0269  USGS QUAD   -  CHADWICK (1972)
 GF0269
 GF0269                         *CURRENT SURVEY CONTROL
 GF0269  ___________________________________________________________________
 GF0269* NAD 83(1986)-  36 54 32.     (N)    093 04 38.     (W)     SCALED    
 GF0269* NAVD 88     -       417.001  (meters)    1368.11   (feet)  ADJUSTED  
 GF0269  ___________________________________________________________________
 GF0269  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GF0269  DYNAMIC HT  -         416.655 (meters)    1366.98  (feet)  COMP
 GF0269  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 GF0269
 GF0269  VERT ORDER  -  SECOND    CLASS 0
 GF0269
 GF0269.The horizontal coordinates were scaled from a topographic map and have
 GF0269.an estimated accuracy of +/- 6 seconds.
 GF0269
 GF0269.The orthometric height was determined by differential leveling
 GF0269.and adjusted by the National Geodetic Survey in June 1991..
 GF0269
 GF0269.The geoid height was determined by GEOID03.
 GF0269
 GF0269.The dynamic height is computed by dividing the NAVD 88
 GF0269.geopotential number by the normal gravity value computed on the
 GF0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0269.degrees latitude (g = 980.6199 gals.).
 GF0269
 GF0269.The modeled gravity was interpolated from observed gravity values.
 GF0269
 GF0269;                    North         East    Units  Estimated Accuracy
 GF0269;SPC MO C     -   119,500.      448,560.      MT  (+/- 180 meters Scaled)
 GF0269
 GF0269                          SUPERSEDED SURVEY CONTROL
 GF0269
 GF0269  NGVD 29 (??/??/92)  416.87   (m)         1367.7    (f) COMPUTED    2 0
 GF0269
 GF0269.Superseded values are not recommended for survey control.
 GF0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0269.See file dsdata.txt to determine how the superseded data were derived.
 GF0269
 GF0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA931847(NAD 83)
 GF0269_MARKER: DB = BENCH MARK DISK
 GF0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0269_STAMPING: A-65 1934
 GF0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0269+STABILITY: SURFACE MOTION
 GF0269
 GF0269  HISTORY     - Date     Condition        Report By
 GF0269  HISTORY     - 1934     MONUMENTED       CGS
 GF0269
 GF0269                          STATION DESCRIPTION
 GF0269
 GF0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0269'1.8 MI S FROM CHADWICK.
 GF0269'ABOUT 1.2 MILE SOUTHWEST OF COUNTY HWY. A AND PINE RIDGE ROAD,
 GF0269'155.8 FEET SOUTHWEST OF COPPER NAIL AND WASHER IN ROOT OF OAK
 GF0269'TREE MARKED U.S.B.M. 1366.8, 29 FEET NORTHWEST OF CENTERLINE OF
 GF0269'ROAD, 19 FEET NORTHEAST OF TURN IN FENCE LINE AT WEST SIDE
 GF0269'OF ROAD, 1 FT. SOUTHEAST OF PROPERTY LINE FENCE.  TABLET SET IN
 GF0269'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0270 ***********************************************************************
 GF0270  DESIGNATION -  A 65 RESET
 GF0270  PID         -  GF0270
 GF0270  STATE/COUNTY-  MO/CHRISTIAN
 GF0270  USGS QUAD   -  CHADWICK (1972)
 GF0270
 GF0270                         *CURRENT SURVEY CONTROL
 GF0270  ___________________________________________________________________
 GF0270* NAD 83(1986)-  36 54 32.     (N)    093 04 39.     (W)     SCALED    
 GF0270* NAVD 88     -       416.92   (meters)    1367.8    (feet)  RESET     
 GF0270  ___________________________________________________________________
 GF0270  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GF0270
 GF0270  VERT ORDER  -  THIRD
 GF0270
 GF0270.The horizontal coordinates were scaled from a topographic map and have
 GF0270.an estimated accuracy of +/- 6 seconds.
 GF0270
 GF0270.The orthometric height was computed from unverified reset data.
 GF0270.No vertical observational check was made to the station.
 GF0270
 GF0270.The geoid height was determined by GEOID03.
 GF0270
 GF0270;                    North         East    Units  Estimated Accuracy
 GF0270;SPC MO C     -   119,500.      448,540.      MT  (+/- 180 meters Scaled)
 GF0270
 GF0270                          SUPERSEDED SURVEY CONTROL
 GF0270
 GF0270  NGVD 29 (??/??/??)  416.79   (m)         1367.4    (f) RESET       3  
 GF0270
 GF0270.Superseded values are not recommended for survey control.
 GF0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0270.See file dsdata.txt to determine how the superseded data were derived.
 GF0270
 GF0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA930847(NAD 83)
 GF0270_MARKER: DB = BENCH MARK DISK
 GF0270_SETTING: 0 = UNSPECIFIED SETTING
 GF0270_STAMPING: A 65 RESET 1962
 GF0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0270
 GF0270  HISTORY     - Date     Condition        Report By
 GF0270  HISTORY     - 1962     MONUMENTED       MOHC
 GF0270
 GF0270                          STATION DESCRIPTION
 GF0270
 GF0270'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1962
 GF0270'2.9 MI SW FROM CHADWICK.
 GF0270'ABOUT 1.8 MILES SOUTH ALONG CHRISTIAN COUNTY RTE H FROM THE
 GF0270'CONSOLIDATED SCHOOL AT CHADWICK, ABOUT 1.1 MILES SOUTHWEST
 GF0270'OF THE JUNCTION WITH STATE HIGHWAY 125.  57 FEET NORTHWEST OF
 GF0270'THE CENTERLINE OF THE ROAD, ABOUT 75 FEET SOUTHWEST OF A SIDE
 GF0270'ROAD.  NOTE-- NEW DISK SET 47 FEET MAGNETIC WEST OF OLD DISK
 GF0270'57 FEET RIGHT OF CENTERLINE ON RTE H CHRISTIAN COUNTY STATION
 GF0270'58+35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0025 ***********************************************************************
 GF0025  DESIGNATION -  A 66
 GF0025  PID         -  GF0025
 GF0025  STATE/COUNTY-  MO/OZARK
 GF0025  USGS QUAD   -  GAINESVILLE (1968)
 GF0025
 GF0025                         *CURRENT SURVEY CONTROL
 GF0025  ___________________________________________________________________
 GF0025* NAD 83(1986)-  36 36 48.     (N)    092 26 14.     (W)     SCALED    
 GF0025* NAVD 88     -       243.570  (meters)     799.11   (feet)  ADJUSTED  
 GF0025  ___________________________________________________________________
 GF0025  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GF0025  DYNAMIC HT  -         243.368 (meters)     798.45  (feet)  COMP
 GF0025  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GF0025
 GF0025  VERT ORDER  -  SECOND    CLASS 0
 GF0025
 GF0025.The horizontal coordinates were scaled from a topographic map and have
 GF0025.an estimated accuracy of +/- 6 seconds.
 GF0025
 GF0025.The orthometric height was determined by differential leveling
 GF0025.and adjusted by the National Geodetic Survey in June 1991..
 GF0025
 GF0025.The geoid height was determined by GEOID03.
 GF0025
 GF0025.The dynamic height is computed by dividing the NAVD 88
 GF0025.geopotential number by the normal gravity value computed on the
 GF0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0025.degrees latitude (g = 980.6199 gals.).
 GF0025
 GF0025.The modeled gravity was interpolated from observed gravity values.
 GF0025
 GF0025;                    North         East    Units  Estimated Accuracy
 GF0025;SPC MO C     -    86,550.      505,620.      MT  (+/- 180 meters Scaled)
 GF0025
 GF0025                          SUPERSEDED SURVEY CONTROL
 GF0025
 GF0025  NGVD 29 (??/??/92)  243.437  (m)          798.68   (f) ADJ UNCH    2 0
 GF0025
 GF0025.Superseded values are not recommended for survey control.
 GF0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0025.See file dsdata.txt to determine how the superseded data were derived.
 GF0025
 GF0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA503521(NAD 83)
 GF0025_MARKER: DB = BENCH MARK DISK
 GF0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0025_STAMPING: A 66 1934
 GF0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0025+STABILITY: SURFACE MOTION
 GF0025
 GF0025  HISTORY     - Date     Condition        Report By
 GF0025  HISTORY     - 1934     MONUMENTED       CGS
 GF0025  HISTORY     - 1980     MARK NOT FOUND   NGS
 GF0025
 GF0025                          STATION DESCRIPTION
 GF0025
 GF0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0025'1.1 MI N FROM GAINESVILLE.
 GF0025'1.1 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE JUNCTION WITH
 GF0025'STATE HIGHWAY 80 AT GAINESVILLE, OZARK COUNTY, 55 FEET NORTHEAST
 GF0025'OF THE CENTER OF THE INTERSECTION WITH A ROAD LEADING EAST TO
 GF0025'A FARM, 36.5 FEET NORTH OF THE CORNER FENCE POST AT THE NORTHEAST
 GF0025'CORNER OF THE INTERSECTION, 13.5 FEET NORTHEAST OF POLE 1808,
 GF0025'AND 1 FOOT WEST OF THE PROPERTY LINE FENCE.  A STANDARD DISK,
 GF0025'STAMPED A 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GF0025
 GF0025                          STATION RECOVERY (1980)
 GF0025
 GF0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GF0025'THE HIGHWAY HAS BEEN REALIGNED TO THE EAST AT THE MARKS LOCATION.
 GF0025'MEASUREMENTS FROM THE OLD ROAD, WHICH IS STILL DISCERNABLE, PLACE THE
 GF0025'MARK UNDER THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0026 ***********************************************************************
 GF0026  DESIGNATION -  A 66 RESET
 GF0026  PID         -  GF0026
 GF0026  STATE/COUNTY-  MO/OZARK
 GF0026  USGS QUAD   -  GAINESVILLE (1968)
 GF0026
 GF0026                         *CURRENT SURVEY CONTROL
 GF0026  ___________________________________________________________________
 GF0026* NAD 83(1986)-  36 36 48.     (N)    092 26 14.     (W)     SCALED    
 GF0026* NAVD 88     -       241.44   (meters)     792.1    (feet)  RESET     
 GF0026  ___________________________________________________________________
 GF0026  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GF0026
 GF0026  VERT ORDER  -  THIRD
 GF0026
 GF0026.The horizontal coordinates were scaled from a topographic map and have
 GF0026.an estimated accuracy of +/- 6 seconds.
 GF0026
 GF0026.The orthometric height was computed from unverified reset data.
 GF0026
 GF0026.The geoid height was determined by GEOID03.
 GF0026
 GF0026;                    North         East    Units  Estimated Accuracy
 GF0026;SPC MO C     -    86,550.      505,620.      MT  (+/- 180 meters Scaled)
 GF0026
 GF0026                          SUPERSEDED SURVEY CONTROL
 GF0026
 GF0026.No superseded survey control is available for this station.
 GF0026
 GF0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA503521(NAD 83)
 GF0026_MARKER: DB = BENCH MARK DISK
 GF0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0026_SP_SET: CULVERT
 GF0026_STAMPING: A 66 RESET 1967
 GF0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0026
 GF0026  HISTORY     - Date     Condition        Report By
 GF0026  HISTORY     - 1967     MONUMENTED       MODT
 GF0026
 GF0026                          STATION DESCRIPTION
 GF0026
 GF0026'DESCRIBED BY MISSOURI DEPARTMENT OF TRANSPORTATION 1967
 GF0026'0.9 MI N FROM GAINESVILLE.
 GF0026'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF U.S.
 GF0026'HIGHWAY 160 AT GAINESVILLE, 45 FEET EAST OF THE CENTER LINE OF
 GF0026'THE HIGHWAY, SET IN THE CENTER OF HEADWALL OF A 7 FT X 5 FT
 GF0026'CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0008 ***********************************************************************
 GF0008  DESIGNATION -  A 67
 GF0008  PID         -  GF0008
 GF0008  STATE/COUNTY-  MO/OZARK
 GF0008  USGS QUAD   -  BAKERSFIELD (1968)
 GF0008
 GF0008                         *CURRENT SURVEY CONTROL
 GF0008  ___________________________________________________________________
 GF0008* NAD 83(1986)-  36 36 56.     (N)    092 11 33.     (W)     SCALED    
 GF0008* NAVD 88     -       292.404  (meters)     959.33   (feet)  ADJUSTED  
 GF0008  ___________________________________________________________________
 GF0008  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GF0008  DYNAMIC HT  -         292.159 (meters)     958.52  (feet)  COMP
 GF0008  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 GF0008
 GF0008  VERT ORDER  -  SECOND    CLASS 0
 GF0008
 GF0008.The horizontal coordinates were scaled from a topographic map and have
 GF0008.an estimated accuracy of +/- 6 seconds.
 GF0008
 GF0008.The orthometric height was determined by differential leveling
 GF0008.and adjusted by the National Geodetic Survey in June 1991..
 GF0008
 GF0008.The geoid height was determined by GEOID03.
 GF0008
 GF0008.The dynamic height is computed by dividing the NAVD 88
 GF0008.geopotential number by the normal gravity value computed on the
 GF0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0008.degrees latitude (g = 980.6199 gals.).
 GF0008
 GF0008.The modeled gravity was interpolated from observed gravity values.
 GF0008
 GF0008;                    North         East    Units  Estimated Accuracy
 GF0008;SPC MO C     -    86,840.      527,510.      MT  (+/- 180 meters Scaled)
 GF0008
 GF0008                          SUPERSEDED SURVEY CONTROL
 GF0008
 GF0008  NGVD 29 (??/??/92)  292.262  (m)          958.86   (f) ADJ UNCH    2 0
 GF0008
 GF0008.Superseded values are not recommended for survey control.
 GF0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0008.See file dsdata.txt to determine how the superseded data were derived.
 GF0008
 GF0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA722525(NAD 83)
 GF0008_MARKER: DB = BENCH MARK DISK
 GF0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0008_STAMPING: A 67 1934
 GF0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0008+STABILITY: SURFACE MOTION
 GF0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0008+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 GF0008
 GF0008  HISTORY     - Date     Condition        Report By
 GF0008  HISTORY     - 1934     MONUMENTED       CGS
 GF0008  HISTORY     - 20060130 GOOD             MODNR
 GF0008
 GF0008                          STATION DESCRIPTION
 GF0008
 GF0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0008'5.7 MI W FROM CAULFIELD.
 GF0008'IN OZARK COUNTY, 5.7 MILES WEST ALONG STATE HIGHWAY 80 FROM
 GF0008'THE POST OFFICE AT CAULFIELD, HOWELL COUNTY, OUTSIDE OF THE
 GF0008'CURVE AT POLE 837, 73 FEET WEST OF POLE 837, 39 FEET NORTH
 GF0008'OF THE CENTERLINE OF THE HIGHWAY, AND 23 FEET NORTH OF THE EAST
 GF0008'END OF A ROCK-FILL CULVERT NORTH OF THE HIGHWAY.  A STANDARD
 GF0008'DISK, STAMPED A 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GF0008
 GF0008                          STATION RECOVERY (2006)
 GF0008
 GF0008'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GF0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0416 ***********************************************************************
 GE0416  DESIGNATION -  A 68
 GE0416  PID         -  GE0416
 GE0416  STATE/COUNTY-  MO/RIPLEY
 GE0416  USGS QUAD   -  BARDLEY (1965)
 GE0416
 GE0416                         *CURRENT SURVEY CONTROL
 GE0416  ___________________________________________________________________
 GE0416* NAD 83(1986)-  36 39 33.     (N)    091 03 14.     (W)     SCALED    
 GE0416* NAVD 88     -       225.279  (meters)     739.10   (feet)  ADJUSTED  
 GE0416  ___________________________________________________________________
 GE0416  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GE0416  DYNAMIC HT  -         225.091 (meters)     738.49  (feet)  COMP
 GE0416  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 GE0416
 GE0416  VERT ORDER  -  SECOND    CLASS 0
 GE0416
 GE0416.The horizontal coordinates were scaled from a topographic map and have
 GE0416.an estimated accuracy of +/- 6 seconds.
 GE0416
 GE0416.The orthometric height was determined by differential leveling
 GE0416.and adjusted by the National Geodetic Survey in June 1991..
 GE0416
 GE0416.The geoid height was determined by GEOID03.
 GE0416
 GE0416.The dynamic height is computed by dividing the NAVD 88
 GE0416.geopotential number by the normal gravity value computed on the
 GE0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0416.degrees latitude (g = 980.6199 gals.).
 GE0416
 GE0416.The modeled gravity was interpolated from observed gravity values.
 GE0416
 GE0416;                    North         East    Units  Estimated Accuracy
 GE0416;SPC MO E     -    91,770.      200,480.      MT  (+/- 180 meters Scaled)
 GE0416
 GE0416                          SUPERSEDED SURVEY CONTROL
 GE0416
 GE0416  NGVD 29 (??/??/92)  225.180  (m)          738.78   (f) ADJ UNCH    2 0
 GE0416
 GE0416.Superseded values are not recommended for survey control.
 GE0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0416.See file dsdata.txt to determine how the superseded data were derived.
 GE0416
 GE0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA739588(NAD 83)
 GE0416_MARKER: DB = BENCH MARK DISK
 GE0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0416_STAMPING: A 68 1934
 GE0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0416+STABILITY: SURFACE MOTION
 GE0416
 GE0416  HISTORY     - Date     Condition        Report By
 GE0416  HISTORY     - 1934     MONUMENTED       CGS
 GE0416
 GE0416                          STATION DESCRIPTION
 GE0416
 GE0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0416'4.6 MI W FROM DONIPHAN.
 GE0416'14.6 MILES WEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER
 GE0416'CURRENT RIVER AT DONIPHAN, RIPLEY COUNTY, 5.5 MILES WEST OF THE
 GE0416'POST OFFICE AT BRIAR CREEK, 0.4 MILE EAST OF THE OAK RIDGE SCHOOL,
 GE0416'270 FEET SOUTHEAST OF THE SUMMIT OF A KNOLL AND THE SOUTH END OF
 GE0416'A CURVE, 24 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT
 GE0416'THE SOUTHWEST CORNER OF A RAIL FENCE AROUND A FIELD, 14.5 FEET
 GE0416'SOUTHEAST OF A 1.5-FOOT OAK TREE, AND 1.5 FEET SOUTHWEST OF THE
 GE0416'RAIL FENCE.  A STANDARD DISK, STAMPED A 68 1934 AND SET IN THE
 GE0416'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0219 ***********************************************************************
 HD0219  DESIGNATION -  A 7
 HD0219  PID         -  HD0219
 HD0219  STATE/COUNTY-  MO/WRIGHT
 HD0219  USGS QUAD   -  NORWOOD (1985)
 HD0219
 HD0219                         *CURRENT SURVEY CONTROL
 HD0219  ___________________________________________________________________
 HD0219* NAD 83(1986)-  37 06 29.     (N)    092 28 42.     (W)     SCALED    
 HD0219* NAVD 88     -       465.668  (meters)    1527.78   (feet)  ADJUSTED  
 HD0219  ___________________________________________________________________
 HD0219  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 HD0219  DYNAMIC HT  -         465.284 (meters)    1526.52  (feet)  COMP
 HD0219  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 HD0219
 HD0219  VERT ORDER  -  FIRST     CLASS II
 HD0219
 HD0219.The horizontal coordinates were scaled from a topographic map and have
 HD0219.an estimated accuracy of +/- 6 seconds.
 HD0219
 HD0219.The orthometric height was determined by differential leveling
 HD0219.and adjusted by the National Geodetic Survey in June 1991..
 HD0219
 HD0219.The geoid height was determined by GEOID03.
 HD0219
 HD0219.The dynamic height is computed by dividing the NAVD 88
 HD0219.geopotential number by the normal gravity value computed on the
 HD0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0219.degrees latitude (g = 980.6199 gals.).
 HD0219
 HD0219.The modeled gravity was interpolated from observed gravity values.
 HD0219
 HD0219;                    North         East    Units  Estimated Accuracy
 HD0219;SPC MO C     -   141,440.      501,930.      MT  (+/- 180 meters Scaled)
 HD0219
 HD0219                          SUPERSEDED SURVEY CONTROL
 HD0219
 HD0219  NGVD 29 (??/??/92)  465.512  (m)         1527.27   (f) ADJ UNCH    1 2
 HD0219
 HD0219.Superseded values are not recommended for survey control.
 HD0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0219.See file dsdata.txt to determine how the superseded data were derived.
 HD0219
 HD0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB463069(NAD 83)
 HD0219_MARKER: DB = BENCH MARK DISK
 HD0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0219_SP_SET: CONCRETE POST
 HD0219_STAMPING: A 7 1928 1527.267
 HD0219_MARK LOGO: CGS   
 HD0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0219+STABILITY: SURFACE MOTION
 HD0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0219+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1989
 HD0219
 HD0219  HISTORY     - Date     Condition        Report By
 HD0219  HISTORY     - 1928     MONUMENTED       CGS
 HD0219  HISTORY     - 1934     GOOD             NGS
 HD0219  HISTORY     - 19890926 GOOD             NGS
 HD0219
 HD0219                          STATION DESCRIPTION
 HD0219
 HD0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0219'1.2 MI NE FROM MACOMB.
 HD0219'1.2 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0219'FROM THE STATION AT MACOMB, WRIGHT COUNTY, 42 FEET NORTHWEST OF
 HD0219'THE CENTERLINE OF THE TRACK, 36 FEET NORTH OF AN ELECTRIC-SIGNAL
 HD0219'POST, 23 FEET NORTHEAST OF POLE 256-19, 6-1/2 FEET SOUTHEAST OF THE
 HD0219'NORTHWEST RIGHT-OF-WAY FENCE, AND 3 FEET NORTHWEST OF THE LINE
 HD0219'OF POLES.  A STANDARD DISK, STAMPED 1527.267 A 7 1928 AND SET IN
 HD0219'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HD0219
 HD0219                          STATION RECOVERY (1989)
 HD0219
 HD0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0219'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.0 KM
 HD0219'(3.75 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 HD0219'JUNCTION WITH COUNTY ROAD C IN NORWOOD, 11.7 M (38.4 FT) NORTHWEST OF
 HD0219'THE NEAR RAIL, 7.0 M (23.0 FT) NORTHEAST OF A UTILITY POLE, 1.9 M
 HD0219'(6.2 FT) SOUTHEAST OF A FENCE, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE
 HD0219'TRACKS, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.2 M (0.7 FT) ABOVE
 HD0219'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1938 ***********************************************************************
 JD1938  DESIGNATION -  A 7 B 1
 JD1938  PID         -  JD1938
 JD1938  STATE/COUNTY-  MO/LAFAYETTE
 JD1938  USGS QUAD   -  KNOB NOSTER NW (1981)
 JD1938
 JD1938                         *CURRENT SURVEY CONTROL
 JD1938  ___________________________________________________________________
 JD1938* NAD 83(1986)-  38 59 47.     (N)    093 40 49.     (W)     SCALED    
 JD1938* NAVD 88     -       254.351  (meters)     834.48   (feet)  ADJUSTED  
 JD1938  ___________________________________________________________________
 JD1938  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1938  DYNAMIC HT  -         254.187 (meters)     833.95  (feet)  COMP
 JD1938  MODELED GRAV-     979,976.9   (mgal)                       NAVD 88
 JD1938
 JD1938  VERT ORDER  -  SECOND    CLASS 0
 JD1938
 JD1938.The horizontal coordinates were scaled from a topographic map and have
 JD1938.an estimated accuracy of +/- 6 seconds.
 JD1938
 JD1938.The orthometric height was determined by differential leveling
 JD1938.and adjusted by the National Geodetic Survey in June 1991..
 JD1938
 JD1938.The geoid height was determined by GEOID03.
 JD1938
 JD1938.The dynamic height is computed by dividing the NAVD 88
 JD1938.geopotential number by the normal gravity value computed on the
 JD1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1938.degrees latitude (g = 980.6199 gals.).
 JD1938
 JD1938.The modeled gravity was interpolated from observed gravity values.
 JD1938
 JD1938;                    North         East    Units  Estimated Accuracy
 JD1938;SPC MO W     -   314,370.      921,010.      MT  (+/- 180 meters Scaled)
 JD1938
 JD1938                          SUPERSEDED SURVEY CONTROL
 JD1938
 JD1938  NGVD 29 (??/??/92)  254.26   (m)          834.2    (f) COMPUTED    2 0
 JD1938
 JD1938.Superseded values are not recommended for survey control.
 JD1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1938.See file dsdata.txt to determine how the superseded data were derived.
 JD1938
 JD1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD410165(NAD 83)
 JD1938_MARKER: Z = SEE DESCRIPTION
 JD1938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1938_SP_SET: TRIBRACH
 JD1938_STAMPING: A 7 B 1
 JD1938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1938
 JD1938  HISTORY     - Date     Condition        Report By
 JD1938  HISTORY     - UNK      MONUMENTED       DOD
 JD1938  HISTORY     - 1963     GOOD             NGS
 JD1938
 JD1938                          STATION DESCRIPTION
 JD1938
 JD1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1938'6.9 MI W FROM CONCORDIA.
 JD1938'ABOUT 4.05 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD
 JD1938'FROM THE STATION AT CONCORDIA, THENCE 1.95 MILES WEST ALONG
 JD1938'INTERSTATE HIGHWAY 70, THENCE 0.4 MILE NORTH ALONG HIGHWAY T,
 JD1938'THENCE 0.3 MILE SOUTHWEST ACROSS A FIELD, THENCE 0.2 MILE NORTHWEST
 JD1938'ACROSS A FIELD, ON A RIDGE, 300 FEET NORTH OF AN EAST-WEST
 JD1938'FENCE, 200 FEET EAST OF A NORTH-SOUTH FENCE, A 1 1/2 X 4 FOOT
 JD1938'CONCRETE PEDESTAL WITH TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER
 JD1938'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1937 ***********************************************************************
 JD1937  DESIGNATION -  A 7 B 2
 JD1937  PID         -  JD1937
 JD1937  STATE/COUNTY-  MO/LAFAYETTE
 JD1937  USGS QUAD   -  KNOB NOSTER NW (1981)
 JD1937
 JD1937                         *CURRENT SURVEY CONTROL
 JD1937  ___________________________________________________________________
 JD1937* NAD 83(1986)-  38 59 41.     (N)    093 40 39.     (W)     SCALED    
 JD1937* NAVD 88     -       248.097  (meters)     813.96   (feet)  ADJUSTED  
 JD1937  ___________________________________________________________________
 JD1937  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1937  DYNAMIC HT  -         247.937 (meters)     813.44  (feet)  COMP
 JD1937  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 JD1937
 JD1937  VERT ORDER  -  SECOND    CLASS 0
 JD1937
 JD1937.The horizontal coordinates were scaled from a topographic map and have
 JD1937.an estimated accuracy of +/- 6 seconds.
 JD1937
 JD1937.The orthometric height was determined by differential leveling
 JD1937.and adjusted by the National Geodetic Survey in June 1991..
 JD1937
 JD1937.The geoid height was determined by GEOID03.
 JD1937
 JD1937.The dynamic height is computed by dividing the NAVD 88
 JD1937.geopotential number by the normal gravity value computed on the
 JD1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1937.degrees latitude (g = 980.6199 gals.).
 JD1937
 JD1937.The modeled gravity was interpolated from observed gravity values.
 JD1937
 JD1937;                    North         East    Units  Estimated Accuracy
 JD1937;SPC MO W     -   314,190.      921,250.      MT  (+/- 180 meters Scaled)
 JD1937
 JD1937                          SUPERSEDED SURVEY CONTROL
 JD1937
 JD1937  NGVD 29 (??/??/92)  248.01   (m)          813.7    (f) COMPUTED    2 0
 JD1937
 JD1937.Superseded values are not recommended for survey control.
 JD1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1937.See file dsdata.txt to determine how the superseded data were derived.
 JD1937
 JD1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD413164(NAD 83)
 JD1937_MARKER: Z = SEE DESCRIPTION
 JD1937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1937_SP_SET: TRIBRACH
 JD1937_STAMPING: A 7 B 2
 JD1937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1937
 JD1937  HISTORY     - Date     Condition        Report By
 JD1937  HISTORY     - UNK      MONUMENTED       DOD
 JD1937  HISTORY     - 1963     GOOD             NGS
 JD1937
 JD1937                          STATION DESCRIPTION
 JD1937
 JD1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1937'6.7 MI W FROM CONCORDIA.
 JD1937'ABOUT 4.05 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD
 JD1937'FROM THE STATION AT CONCORDIA, THENCE 1.95 MILES WEST ALONG
 JD1937'INTERSTATE HIGHWAY 70, THENCE 0.4 MILE NORTH ALONG HIGHWAY T,
 JD1937'THENCE 0.3 MILE SOUTHWEST ACROSS A FIELD, NEAR A FENCE CORNER,
 JD1937'320 FEET SOUTH OF AN EAST-WEST FENCE, 51 FEET NORTH OF AN
 JD1937'EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 JD1937'A U.S.A.F. MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS
 JD1937'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1940 ***********************************************************************
 JD1940  DESIGNATION -  A 7 Z
 JD1940  PID         -  JD1940
 JD1940  STATE/COUNTY-  MO/LAFAYETTE
 JD1940  USGS QUAD   -  KNOB NOSTER NW (1981)
 JD1940
 JD1940                         *CURRENT SURVEY CONTROL
 JD1940  ___________________________________________________________________
 JD1940* NAD 83(1986)-  38 59 38.     (N)    093 41 01.     (W)     SCALED    
 JD1940* NAVD 88     -       258.795  (meters)     849.06   (feet)  ADJUSTED  
 JD1940  ___________________________________________________________________
 JD1940  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1940  DYNAMIC HT  -         258.628 (meters)     848.52  (feet)  COMP
 JD1940  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 JD1940
 JD1940  VERT ORDER  -  SECOND    CLASS 0
 JD1940
 JD1940.The horizontal coordinates were scaled from a topographic map and have
 JD1940.an estimated accuracy of +/- 6 seconds.
 JD1940
 JD1940.The orthometric height was determined by differential leveling
 JD1940.and adjusted by the National Geodetic Survey in June 1991..
 JD1940
 JD1940.The geoid height was determined by GEOID03.
 JD1940
 JD1940.The dynamic height is computed by dividing the NAVD 88
 JD1940.geopotential number by the normal gravity value computed on the
 JD1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1940.degrees latitude (g = 980.6199 gals.).
 JD1940
 JD1940.The modeled gravity was interpolated from observed gravity values.
 JD1940
 JD1940;                    North         East    Units  Estimated Accuracy
 JD1940;SPC MO W     -   314,090.      920,720.      MT  (+/- 180 meters Scaled)
 JD1940
 JD1940                          SUPERSEDED SURVEY CONTROL
 JD1940
 JD1940  NGVD 29 (??/??/92)  258.71   (m)          848.8    (f) COMPUTED    2 0
 JD1940
 JD1940.Superseded values are not recommended for survey control.
 JD1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1940.See file dsdata.txt to determine how the superseded data were derived.
 JD1940
 JD1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD408163(NAD 83)
 JD1940_MARKER: DS = TRIANGULATION STATION DISK
 JD1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1940_STAMPING: A 7 Z 1962
 JD1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1940+STABILITY: SURFACE MOTION
 JD1940
 JD1940  HISTORY     - Date     Condition        Report By
 JD1940  HISTORY     - 1962     MONUMENTED       CGS
 JD1940  HISTORY     - 1963     GOOD             NGS
 JD1940
 JD1940                          STATION DESCRIPTION
 JD1940
 JD1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1940'7.4 MI W FROM CONCORDIA.
 JD1940'ABOUT 4.05 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD
 JD1940'FROM THE STATION AT CONCORDIA, THENCE 1.95 MILES WEST ALONG
 JD1940'INTERSTATE HIGHWAY 70, THENCE 0.4 MILE NORTH ALONG HIGHWAY T,
 JD1940'THENCE 0.3 MILE SOUTHWEST ACROSS A FIELD, THENCE 0.2 MILE
 JD1940'NORTHWEST ACROSS A FIELD, THENCE 0.5 MILE SOUTHWEST ACRSS
 JD1940'A FIELD, 15 FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD,
 JD1940'37 FEET NORTH OF R.M. 1, 27.5 FEET SOUTH OF R.M. 2, 1 FOOT
 JD1940'WEST OF A FENCE, 8.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 JD1940'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1940'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1941 ***********************************************************************
 JD1941  DESIGNATION -  A 7 Z RM 1
 JD1941  PID         -  JD1941
 JD1941  STATE/COUNTY-  MO/LAFAYETTE
 JD1941  USGS QUAD   -  KNOB NOSTER NW (1981)
 JD1941
 JD1941                         *CURRENT SURVEY CONTROL
 JD1941  ___________________________________________________________________
 JD1941* NAD 83(1986)-  38 59 38.     (N)    093 41 01.     (W)     SCALED    
 JD1941* NAVD 88     -       259.111  (meters)     850.10   (feet)  ADJUSTED  
 JD1941  ___________________________________________________________________
 JD1941  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1941  DYNAMIC HT  -         258.944 (meters)     849.55  (feet)  COMP
 JD1941  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 JD1941
 JD1941  VERT ORDER  -  SECOND    CLASS 0
 JD1941
 JD1941.The horizontal coordinates were scaled from a topographic map and have
 JD1941.an estimated accuracy of +/- 6 seconds.
 JD1941
 JD1941.The orthometric height was determined by differential leveling
 JD1941.and adjusted by the National Geodetic Survey in June 1991..
 JD1941
 JD1941.The geoid height was determined by GEOID03.
 JD1941
 JD1941.The dynamic height is computed by dividing the NAVD 88
 JD1941.geopotential number by the normal gravity value computed on the
 JD1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1941.degrees latitude (g = 980.6199 gals.).
 JD1941
 JD1941.The modeled gravity was interpolated from observed gravity values.
 JD1941
 JD1941;                    North         East    Units  Estimated Accuracy
 JD1941;SPC MO W     -   314,090.      920,720.      MT  (+/- 180 meters Scaled)
 JD1941
 JD1941                          SUPERSEDED SURVEY CONTROL
 JD1941
 JD1941  NGVD 29 (??/??/92)  259.02   (m)          849.8    (f) COMPUTED    2 0
 JD1941
 JD1941.Superseded values are not recommended for survey control.
 JD1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1941.See file dsdata.txt to determine how the superseded data were derived.
 JD1941
 JD1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD408163(NAD 83)
 JD1941_MARKER: DR = REFERENCE MARK DISK
 JD1941_SETTING: 0 = UNSPECIFIED SETTING
 JD1941_STAMPING: A 7 Z NO 1 1962
 JD1941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1941
 JD1941  HISTORY     - Date     Condition        Report By
 JD1941  HISTORY     - 1962     MONUMENTED       CGS
 JD1941  HISTORY     - 1963     GOOD             NGS
 JD1941
 JD1941                          STATION DESCRIPTION
 JD1941
 JD1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1941'7.4 MI W FROM CONCORDIA.
 JD1941'ABOUT 4.05 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1941'STATION AT CONCORDIA, THENCE 1.95 MILES WEST ALONG INTERSTATE
 JD1941'HIGHWAY 70, THENCE 0.4 MILE NORTH ALONG HIGHWAY T, THENCE 0.3
 JD1941'MILE SOUTHWEST ACROSS A FIELD, THENCE 0.2 MILE NORTHWEST ACROSS
 JD1941'A FIELD, THENCE 0.5 MILE SOUTHWEST ACROSS A FIELD, 64.5 FEET
 JD1941'SOUTH OF R.M. 2, 37.0 FEET SOUTH OF THE STATION MARK A 7 Z 1962,
 JD1941'1 FOOT WEST OF A FENCE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1939 ***********************************************************************
 JD1939  DESIGNATION -  A 7 Z RM 2
 JD1939  PID         -  JD1939
 JD1939  STATE/COUNTY-  MO/LAFAYETTE
 JD1939  USGS QUAD   -  KNOB NOSTER NW (1981)
 JD1939
 JD1939                         *CURRENT SURVEY CONTROL
 JD1939  ___________________________________________________________________
 JD1939* NAD 83(1986)-  38 59 38.     (N)    093 41 01.     (W)     SCALED    
 JD1939* NAVD 88     -       258.606  (meters)     848.44   (feet)  ADJUSTED  
 JD1939  ___________________________________________________________________
 JD1939  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1939  DYNAMIC HT  -         258.439 (meters)     847.90  (feet)  COMP
 JD1939  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 JD1939
 JD1939  VERT ORDER  -  SECOND    CLASS 0
 JD1939
 JD1939.The horizontal coordinates were scaled from a topographic map and have
 JD1939.an estimated accuracy of +/- 6 seconds.
 JD1939
 JD1939.The orthometric height was determined by differential leveling
 JD1939.and adjusted by the National Geodetic Survey in June 1991..
 JD1939
 JD1939.The geoid height was determined by GEOID03.
 JD1939
 JD1939.The dynamic height is computed by dividing the NAVD 88
 JD1939.geopotential number by the normal gravity value computed on the
 JD1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1939.degrees latitude (g = 980.6199 gals.).
 JD1939
 JD1939.The modeled gravity was interpolated from observed gravity values.
 JD1939
 JD1939;                    North         East    Units  Estimated Accuracy
 JD1939;SPC MO W     -   314,090.      920,720.      MT  (+/- 180 meters Scaled)
 JD1939
 JD1939                          SUPERSEDED SURVEY CONTROL
 JD1939
 JD1939  NGVD 29 (??/??/92)  258.52   (m)          848.2    (f) COMPUTED    2 0
 JD1939
 JD1939.Superseded values are not recommended for survey control.
 JD1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1939.See file dsdata.txt to determine how the superseded data were derived.
 JD1939
 JD1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD408163(NAD 83)
 JD1939_MARKER: DR = REFERENCE MARK DISK
 JD1939_SETTING: 0 = UNSPECIFIED SETTING
 JD1939_STAMPING: A 7 Z NO 2 1962
 JD1939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1939
 JD1939  HISTORY     - Date     Condition        Report By
 JD1939  HISTORY     - 1962     MONUMENTED       CGS
 JD1939  HISTORY     - 1963     GOOD             NGS
 JD1939
 JD1939                          STATION DESCRIPTION
 JD1939
 JD1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1939'7.4 MI W FROM CONCORDIA.
 JD1939'ABOUT 4.05 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD
 JD1939'FROM THE STATION AT CONCORDIA, THENCE 1.95 MILES WEST ALONG
 JD1939'INTERSTATE HIGHWAY 70, THENCE 0.4 MILE NORTH ALONG HIGHWAY T,
 JD1939'THENCE 0.3 MILE SOUTHWEST ACROSS A FIELD, THENCE 0.2 MILE
 JD1939'NORTHWEST ACROSS A FIELD, THENCE 0.5 MILE SOUTHWEST ACROSS A
 JD1939'FIELD, 64.5 FEET NORTH OF R.M. 1, 27.5 FEET NORTH OF THE
 JD1939'STATION MARK, A 7 Z 1962, 1 FOOT WEST OF A FENCE, AND ABOUT
 JD1939'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0056 ***********************************************************************
 LF0056  DESIGNATION -  A 71
 LF0056  PID         -  LF0056
 LF0056  STATE/COUNTY-  MO/WORTH
 LF0056  USGS QUAD   -  BLOCKTON (1981)
 LF0056
 LF0056                         *CURRENT SURVEY CONTROL
 LF0056  ___________________________________________________________________
 LF0056* NAD 83(1986)-  40 33 35.     (N)    094 24 12.     (W)     SCALED    
 LF0056* NAVD 88     -       354.583  (meters)    1163.33   (feet)  ADJUSTED  
 LF0056  ___________________________________________________________________
 LF0056  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 LF0056  DYNAMIC HT  -         354.396 (meters)    1162.71  (feet)  COMP
 LF0056  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 LF0056
 LF0056  VERT ORDER  -  SECOND    CLASS 0
 LF0056
 LF0056.The horizontal coordinates were scaled from a topographic map and have
 LF0056.an estimated accuracy of +/- 6 seconds.
 LF0056
 LF0056.The orthometric height was determined by differential leveling
 LF0056.and adjusted by the National Geodetic Survey in June 1991..
 LF0056
 LF0056.The geoid height was determined by GEOID03.
 LF0056
 LF0056.The dynamic height is computed by dividing the NAVD 88
 LF0056.geopotential number by the normal gravity value computed on the
 LF0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0056.degrees latitude (g = 980.6199 gals.).
 LF0056
 LF0056.The modeled gravity was interpolated from observed gravity values.
 LF0056
 LF0056;                    North         East    Units  Estimated Accuracy
 LF0056;SPC MO W     -   487,620.      858,190.      MT  (+/- 180 meters Scaled)
 LF0056
 LF0056                          SUPERSEDED SURVEY CONTROL
 LF0056
 LF0056  NGVD 29 (??/??/92)  354.479  (m)         1162.99   (f) ADJ UNCH    2 0
 LF0056
 LF0056.Superseded values are not recommended for survey control.
 LF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0056.See file dsdata.txt to determine how the superseded data were derived.
 LF0056
 LF0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE811908(NAD 83)
 LF0056_MARKER: DB = BENCH MARK DISK
 LF0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0056_STAMPING: A 71 1935
 LF0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0056+STABILITY: SURFACE MOTION
 LF0056
 LF0056  HISTORY     - Date     Condition        Report By
 LF0056  HISTORY     - 1935     MONUMENTED       CGS
 LF0056  HISTORY     - 1978     MARK NOT FOUND   USGS
 LF0056
 LF0056                          STATION DESCRIPTION
 LF0056
 LF0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0056'5.5 MI N FROM GRANT CITY.
 LF0056'5.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0056'FROM THE RAILROAD WATER TANK AT GRANT CITY, WORTH COUNTY, 5-1/2
 LF0056'POLES SOUTHEAST OF MILEPOST 40, AT A ROAD CROSSING, 63 FEET
 LF0056'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 24 FEET SOUTHWEST OF THE
 LF0056'CENTERLINE OF THE TRACK, 50 FEET NORTHEAST OF THE RIGHT-OF-WAY
 LF0056'FENCE, AND ABOUT 2-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD
 LF0056'DISK, STAMPED A 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0056
 LF0056                          STATION RECOVERY (1978)
 LF0056
 LF0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0126 ***********************************************************************
 LF0126  DESIGNATION -  A 72
 LF0126  PID         -  LF0126
 LF0126  STATE/COUNTY-  MO/GENTRY
 LF0126  USGS QUAD   -  KING CITY (1984)
 LF0126
 LF0126                         *CURRENT SURVEY CONTROL
 LF0126  ___________________________________________________________________
 LF0126* NAD 83(1986)-  40 03 04.     (N)    094 31 15.     (W)     SCALED    
 LF0126* NAVD 88     -       339.719  (meters)    1114.56   (feet)  ADJUSTED  
 LF0126  ___________________________________________________________________
 LF0126  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LF0126  DYNAMIC HT  -         339.524 (meters)    1113.92  (feet)  COMP
 LF0126  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 LF0126
 LF0126  VERT ORDER  -  SECOND    CLASS 0
 LF0126
 LF0126.The horizontal coordinates were scaled from a topographic map and have
 LF0126.an estimated accuracy of +/- 6 seconds.
 LF0126
 LF0126.The orthometric height was determined by differential leveling
 LF0126.and adjusted by the National Geodetic Survey in June 1991..
 LF0126
 LF0126.The geoid height was determined by GEOID03.
 LF0126
 LF0126.The dynamic height is computed by dividing the NAVD 88
 LF0126.geopotential number by the normal gravity value computed on the
 LF0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0126.degrees latitude (g = 980.6199 gals.).
 LF0126
 LF0126.The modeled gravity was interpolated from observed gravity values.
 LF0126
 LF0126;                    North         East    Units  Estimated Accuracy
 LF0126;SPC MO W     -   431,140.      848,220.      MT  (+/- 180 meters Scaled)
 LF0126
 LF0126                          SUPERSEDED SURVEY CONTROL
 LF0126
 LF0126  NGVD 29 (??/??/92)  339.62   (m)         1114.2    (f) COMPUTED    2 0
 LF0126
 LF0126.Superseded values are not recommended for survey control.
 LF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0126.See file dsdata.txt to determine how the superseded data were derived.
 LF0126
 LF0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE702345(NAD 83)
 LF0126_MARKER: DB = BENCH MARK DISK
 LF0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0126_SP_SET: WALL
 LF0126_STAMPING: A-72 1935
 LF0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0126
 LF0126  HISTORY     - Date     Condition        Report By
 LF0126  HISTORY     - 1935     MONUMENTED       CGS
 LF0126
 LF0126                          STATION DESCRIPTION
 LF0126
 LF0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0126'AT KING CITY.
 LF0126'AT THE KING CITY HIGH SCHOOL BUILDING.  SET IN THE SOUTH SIDE OF
 LF0126'BUILDING, 6 FT WEST OF CENTERLINE OF SOUTH (MAIN) ENTRANCE, 4
 LF0126'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0127 ***********************************************************************
 LF0127  DESIGNATION -  A 72 RESET
 LF0127  PID         -  LF0127
 LF0127  STATE/COUNTY-  MO/GENTRY
 LF0127  USGS QUAD   -  KING CITY (1984)
 LF0127
 LF0127                         *CURRENT SURVEY CONTROL
 LF0127  ___________________________________________________________________
 LF0127* NAD 83(1986)-  40 03 04.     (N)    094 31 15.     (W)     SCALED    
 LF0127* NAVD 88     -       339.63   (meters)    1114.3    (feet)  RESET     
 LF0127  ___________________________________________________________________
 LF0127  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LF0127
 LF0127  VERT ORDER  -  THIRD
 LF0127
 LF0127.The horizontal coordinates were scaled from a topographic map and have
 LF0127.an estimated accuracy of +/- 6 seconds.
 LF0127
 LF0127.The orthometric height was computed from unverified reset data.
 LF0127
 LF0127.The geoid height was determined by GEOID03.
 LF0127
 LF0127;                    North         East    Units  Estimated Accuracy
 LF0127;SPC MO W     -   431,140.      848,220.      MT  (+/- 180 meters Scaled)
 LF0127
 LF0127                          SUPERSEDED SURVEY CONTROL
 LF0127
 LF0127.No superseded survey control is available for this station.
 LF0127
 LF0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE702345(NAD 83)
 LF0127_MARKER: DD = SURVEY DISK
 LF0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0127_SP_SET: WALL
 LF0127_STAMPING: A 72 RESET 1957
 LF0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0127
 LF0127  HISTORY     - Date     Condition        Report By
 LF0127  HISTORY     - 1957     MONUMENTED       LOCENG
 LF0127
 LF0127                          STATION DESCRIPTION
 LF0127
 LF0127'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 LF0127'AT KING CITY.
 LF0127'AT THE ELEMENTARY BUILDING, IN THE SOUTH WALL, 17.5 FEET WEST OF
 LF0127'THE CENTER OF THE SOUTH ENTRANCE AND 4.38 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0117 ***********************************************************************
 KE0117  DESIGNATION -  A 74
 KE0117  PID         -  KE0117
 KE0117  STATE/COUNTY-  MO/RAY
 KE0117  USGS QUAD   -  LAWSON (1990)
 KE0117
 KE0117                         *CURRENT SURVEY CONTROL
 KE0117  ___________________________________________________________________
 KE0117* NAD 83(1986)-  39 26 16.     (N)    094 12 27.     (W)     SCALED    
 KE0117* NAVD 88     -       323.587  (meters)    1061.63   (feet)  ADJUSTED  
 KE0117  ___________________________________________________________________
 KE0117  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KE0117  DYNAMIC HT  -         323.386 (meters)    1060.98  (feet)  COMP
 KE0117  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 KE0117
 KE0117  VERT ORDER  -  SECOND    CLASS 0
 KE0117
 KE0117.The horizontal coordinates were scaled from a topographic map and have
 KE0117.an estimated accuracy of +/- 6 seconds.
 KE0117
 KE0117.The orthometric height was determined by differential leveling
 KE0117.and adjusted by the National Geodetic Survey in June 1991..
 KE0117
 KE0117.The geoid height was determined by GEOID03.
 KE0117
 KE0117.The dynamic height is computed by dividing the NAVD 88
 KE0117.geopotential number by the normal gravity value computed on the
 KE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0117.degrees latitude (g = 980.6199 gals.).
 KE0117
 KE0117.The modeled gravity was interpolated from observed gravity values.
 KE0117
 KE0117;                    North         East    Units  Estimated Accuracy
 KE0117;SPC MO W     -   363,090.      875,180.      MT  (+/- 180 meters Scaled)
 KE0117
 KE0117                          SUPERSEDED SURVEY CONTROL
 KE0117
 KE0117  NGVD 29 (??/??/92)  323.474  (m)         1061.26   (f) ADJ UNCH    2 0
 KE0117
 KE0117.Superseded values are not recommended for survey control.
 KE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0117.See file dsdata.txt to determine how the superseded data were derived.
 KE0117
 KE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD960660(NAD 83)
 KE0117_MARKER: DB = BENCH MARK DISK
 KE0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0117_SP_SET: BRIDGE
 KE0117_STAMPING: A 74 1935
 KE0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0117
 KE0117  HISTORY     - Date     Condition        Report By
 KE0117  HISTORY     - 1935     MONUMENTED       CGS
 KE0117  HISTORY     - 1958     GOOD             NGS
 KE0117  HISTORY     - 1966     GOOD             NGS
 KE0117  HISTORY     - 1982     POOR             NGS
 KE0117  HISTORY     - 20040821 MARK NOT FOUND   GEOCAC
 KE0117
 KE0117                          STATION DESCRIPTION
 KE0117
 KE0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0117'0.2 MI W FROM LAWSON.
 KE0117'0.2 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0117'FROM THE STATION AT LAWSON, ONE POLE EAST OF MILEPOST 25, AT
 KE0117'AN OVERHEAD BRIDGE, IN THE FACE OF THE SOUTH LIMESTONE ABUTMENT,
 KE0117'4 FEET WEST OF THE JUNCTION OF THE SOUTHEAST WINGWALL, 6 FEET
 KE0117'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET ABOVE
 KE0117'THE RAIL.
 KE0117
 KE0117                          STATION RECOVERY (1966)
 KE0117
 KE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KE0117'RECOVERED IN GOOD CONDITION.
 KE0117
 KE0117                          STATION RECOVERY (1982)
 KE0117
 KE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KE0117'0.08 KM (0.05 MI) SOUTH ALONG GARNER STREET, FROM THE INTERSECTION
 KE0117'WITH 1ST STREET, IN LAWSON, THENCE 0.08 KM (0.05 MI) RIGHT AND WEST
 KE0117'ALONG AN OLD RAILROAD GRADE TO THE MARK IN THE SOUTH ABUTMENT OF A
 KE0117'RAILROAD OVERPASS BRIDGE. THE OLD LIMESTONE ABUTMENT HAS SEVERAL
 KE0117'LARGE CRACKS AND IS BADLY DETERIORATED AND THE DISK IS MUTILATED.
 KE0117'THIS MARK IS OBUIOUSLY DISTURBED AND SHOULD BE USED WITH CAUTION.
 KE0117
 KE0117                          STATION RECOVERY (2004)
 KE0117
 KE0117'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0117'THE ATSF RAILROAD WAS REMOVED AND THE OVERPASS HAS BEEN FILLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0288 ***********************************************************************
 KE0288  DESIGNATION -  A 75
 KE0288  PID         -  KE0288
 KE0288  STATE/COUNTY-  MO/CLAY
 KE0288  USGS QUAD   -  NASHUA (1975)
 KE0288
 KE0288                         *CURRENT SURVEY CONTROL
 KE0288  ___________________________________________________________________
 KE0288* NAD 83(1986)-  39 19 55.     (N)    094 34 26.     (W)     SCALED    
 KE0288* NAVD 88     -       271.456  (meters)     890.60   (feet)  ADJUSTED  
 KE0288  ___________________________________________________________________
 KE0288  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE0288  DYNAMIC HT  -         271.284 (meters)     890.04  (feet)  COMP
 KE0288  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 KE0288
 KE0288  VERT ORDER  -  SECOND    CLASS 0
 KE0288
 KE0288.The horizontal coordinates were scaled from a topographic map and have
 KE0288.an estimated accuracy of +/- 6 seconds.
 KE0288
 KE0288.The orthometric height was determined by differential leveling
 KE0288.and adjusted by the National Geodetic Survey in June 1991..
 KE0288
 KE0288.The geoid height was determined by GEOID03.
 KE0288
 KE0288.The dynamic height is computed by dividing the NAVD 88
 KE0288.geopotential number by the normal gravity value computed on the
 KE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0288.degrees latitude (g = 980.6199 gals.).
 KE0288
 KE0288.The modeled gravity was interpolated from observed gravity values.
 KE0288
 KE0288;                    North         East    Units  Estimated Accuracy
 KE0288;SPC MO W     -   351,300.      843,630.      MT  (+/- 180 meters Scaled)
 KE0288
 KE0288                          SUPERSEDED SURVEY CONTROL
 KE0288
 KE0288  NGVD 29 (??/??/92)  271.353  (m)          890.26   (f) ADJ UNCH    2 0
 KE0288
 KE0288.Superseded values are not recommended for survey control.
 KE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0288.See file dsdata.txt to determine how the superseded data were derived.
 KE0288
 KE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD643547(NAD 83)
 KE0288_MARKER: DB = BENCH MARK DISK
 KE0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0288_STAMPING: A 75 1935
 KE0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0288+STABILITY: SURFACE MOTION
 KE0288
 KE0288  HISTORY     - Date     Condition        Report By
 KE0288  HISTORY     - 1935     MONUMENTED       CGS
 KE0288  HISTORY     - 1958     GOOD             NGS
 KE0288  HISTORY     - 20020114 MARK NOT FOUND   NGS
 KE0288  HISTORY     - 20060305 MARK NOT FOUND   GEOCAC
 KE0288
 KE0288                          STATION DESCRIPTION
 KE0288
 KE0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0288'2.4 MI NE FROM NASHUA.
 KE0288'2.4 MILES NORTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 KE0288'QUINCY OMAHA AND KANSAS CITY RAILROAD FROM NASHUA, AT THE
 KE0288'SITE OF OLD MC DOWELL SIDING, AT A ROAD CROSSING, 22 FEET WEST
 KE0288'OF THE CENTERLINE OF THE OLD ROADBED, 15 FEET NORTH OF THE
 KE0288'CENTERLINE OF THE ROAD, AND 5 FEET NORTHEAST OF A TELEPHONE
 KE0288'POLE.  TO REACH FROM THE KCMO RADIO TOWERS IN NASHUA, GO WEST
 KE0288'0.4 MILE ON U.S. HIGHWAY 71 BYPASS TO U.S. HIGHWAY 169, TURN
 KE0288'RIGHT AND GO NORTH ON U.S. HIGHWAY 169 FOR 2.0 MILES, THENCE
 KE0288'RIGHT OR EAST FOR 0.6 MILE ALONG A GRADED ROAD TO THE OLD
 KE0288'ROADBED AND THE MARK.
 KE0288
 KE0288                          STATION RECOVERY (2002)
 KE0288
 KE0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE0288'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE0288
 KE0288                          STATION RECOVERY (2006)
 KE0288
 KE0288'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0288'THE CONSTRUCTION OF NE 132ND STREET EAST OF THE ROADBED APPEARS TO
 KE0288'HAVE INCLUDED THE PLACEMENT OF 4-5 FEET OF FILL IN THE VINICITY OF THE
 KE0288'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0018 ***********************************************************************
 KE0018  DESIGNATION -  A 76
 KE0018  PID         -  KE0018
 KE0018  STATE/COUNTY-  MO/DAVIESS
 KE0018  USGS QUAD   -  WINSTON (1984)
 KE0018
 KE0018                         *CURRENT SURVEY CONTROL
 KE0018  ___________________________________________________________________
 KE0018* NAD 83(1986)-  39 49 48.     (N)    094 11 34.     (W)     SCALED    
 KE0018* NAVD 88     -       314.546  (meters)    1031.97   (feet)  ADJUSTED  
 KE0018  ___________________________________________________________________
 KE0018  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0018  DYNAMIC HT  -         314.362 (meters)    1031.37  (feet)  COMP
 KE0018  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 KE0018
 KE0018  VERT ORDER  -  SECOND    CLASS 0
 KE0018
 KE0018.The horizontal coordinates were scaled from a topographic map and have
 KE0018.an estimated accuracy of +/- 6 seconds.
 KE0018
 KE0018.The orthometric height was determined by differential leveling
 KE0018.and adjusted by the National Geodetic Survey in June 1991..
 KE0018
 KE0018.The geoid height was determined by GEOID03.
 KE0018
 KE0018.The dynamic height is computed by dividing the NAVD 88
 KE0018.geopotential number by the normal gravity value computed on the
 KE0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0018.degrees latitude (g = 980.6199 gals.).
 KE0018
 KE0018.The modeled gravity was interpolated from observed gravity values.
 KE0018
 KE0018;                    North         East    Units  Estimated Accuracy
 KE0018;SPC MO W     -   406,640.      876,300.      MT  (+/- 180 meters Scaled)
 KE0018
 KE0018                          SUPERSEDED SURVEY CONTROL
 KE0018
 KE0018  NGVD 29 (??/??/92)  314.446  (m)         1031.64   (f) ADJ UNCH    2 0
 KE0018
 KE0018.Superseded values are not recommended for survey control.
 KE0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0018.See file dsdata.txt to determine how the superseded data were derived.
 KE0018
 KE0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE979095(NAD 83)
 KE0018_MARKER: DB = BENCH MARK DISK
 KE0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0018_SP_SET: CULVERT
 KE0018_STAMPING: A 76 1935
 KE0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0018
 KE0018  HISTORY     - Date     Condition        Report By
 KE0018  HISTORY     - 1935     MONUMENTED       CGS
 KE0018
 KE0018                          STATION DESCRIPTION
 KE0018
 KE0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KE0018'0.7 MI NE FROM MABEL.
 KE0018'0.7 MILE NORTHEAST ALONG THE ABANDONED CHICAGO, ROCK ISLAND
 KE0018'AND PACIFIC RAILROAD FROM THE STATION AT MABEL, DAVIESS COUNTY,
 KE0018'4.0 MILES SOUTHWEST OF THE STATION AT WINSTON, 3 POLES SOUTHWEST
 KE0018'OF AN EAST AND WEST ROAD CROSSING, 60 FEET NORTHWEST OF THE
 KE0018'CENTERLINE OF U.S. HIGHWAY 69, 10 FEET SOUTHEAST OF THE CENTERLINE
 KE0018'OF THE TRACK, AT A ONE-FOOT CAST-IRON PIPE CULVERT, IN THE
 KE0018'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL, AND 3
 KE0018'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 76 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0849 ***********************************************************************
 KD0849  DESIGNATION -  A 78 RESET
 KD0849  PID         -  KD0849
 KD0849  STATE/COUNTY-  MO/LIVINGSTON
 KD0849  USGS QUAD   -  CHILLICOTHE (1984)
 KD0849
 KD0849                         *CURRENT SURVEY CONTROL
 KD0849  ___________________________________________________________________
 KD0849* NAD 83(1986)-  39 46 31.     (N)    093 30 48.     (W)     SCALED    
 KD0849* NAVD 88     -       227.71   (meters)     747.1    (feet)  RESET     
 KD0849  ___________________________________________________________________
 KD0849  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0849
 KD0849  VERT ORDER  -  THIRD
 KD0849
 KD0849.The horizontal coordinates were scaled from a topographic map and have
 KD0849.an estimated accuracy of +/- 6 seconds.
 KD0849
 KD0849.The orthometric height was computed from unverified reset data.
 KD0849
 KD0849.The geoid height was determined by GEOID03.
 KD0849
 KD0849;                    North         East    Units  Estimated Accuracy
 KD0849;SPC MO C     -   437,990.      413,190.      MT  (+/- 180 meters Scaled)
 KD0849
 KD0849                          SUPERSEDED SURVEY CONTROL
 KD0849
 KD0849.No superseded survey control is available for this station.
 KD0849
 KD0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE560029(NAD 83)
 KD0849_MARKER: DB = BENCH MARK DISK
 KD0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0849_SP_SET: OVERPASS
 KD0849_STAMPING: A 78 RESET 1966
 KD0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0849
 KD0849  HISTORY     - Date     Condition        Report By
 KD0849  HISTORY     - 1966     MONUMENTED       CGS
 KD0849  HISTORY     - 20041126 MARK NOT FOUND   GEOCAC
 KD0849
 KD0849                          STATION DESCRIPTION
 KD0849
 KD0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KD0849'2.3 MI SE FROM CHILLICOTHE.
 KD0849'ABOUT 2.3 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN (FORMERLY
 KD0849'WABASH) RAILROAD FROM THE STATION AT CHILLICOTHE, AT AN OVERPASS
 KD0849'OVER U.S. HIGHWAY 36, AT THE NORTHWEST CORNER OF THE OVERPASS
 KD0849'AND SET FLUSH WITH THE TOP OF THE ABUTMENT.  THE MARK IS ABOUT
 KD0849'18 INCHES HIGHER THAN THE TRACK AND THE DISK IS STAMPED A 78
 KD0849'RESET 1966.  NOTE-- THIS LOCATION IS ABOUT 50 YARDS NORTHEAST
 KD0849'OF THE ORIGINAL SITE OF THE BENCH MARK BUT THE OVERPASS WAS TO BE
 KD0849'REMOVED.
 KD0849
 KD0849                          STATION RECOVERY (2004)
 KD0849
 KD0849'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD0849'DISK HAS BEEN REMOVED.  SHANK IS PRESENT IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0850 ***********************************************************************
 KD0850  DESIGNATION -  A 79
 KD0850  PID         -  KD0850
 KD0850  STATE/COUNTY-  MO/LIVINGSTON
 KD0850  USGS QUAD   -  CHILLICOTHE (1984)
 KD0850
 KD0850                         *CURRENT SURVEY CONTROL
 KD0850  ___________________________________________________________________
 KD0850* NAD 83(1986)-  39 46 29.     (N)    093 32 30.     (W)     SCALED    
 KD0850* NAVD 88     -       225.914  (meters)     741.19   (feet)  ADJUSTED  
 KD0850  ___________________________________________________________________
 KD0850  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD0850  DYNAMIC HT  -         225.785 (meters)     740.76  (feet)  COMP
 KD0850  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 KD0850
 KD0850  VERT ORDER  -  SECOND    CLASS 0
 KD0850
 KD0850.The horizontal coordinates were scaled from a topographic map and have
 KD0850.an estimated accuracy of +/- 6 seconds.
 KD0850
 KD0850.The orthometric height was determined by differential leveling
 KD0850.and adjusted by the National Geodetic Survey in June 1991..
 KD0850
 KD0850.The geoid height was determined by GEOID03.
 KD0850
 KD0850.The dynamic height is computed by dividing the NAVD 88
 KD0850.geopotential number by the normal gravity value computed on the
 KD0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0850.degrees latitude (g = 980.6199 gals.).
 KD0850
 KD0850.The modeled gravity was interpolated from observed gravity values.
 KD0850
 KD0850;                    North         East    Units  Estimated Accuracy
 KD0850;SPC MO C     -   437,960.      410,760.      MT  (+/- 180 meters Scaled)
 KD0850
 KD0850                          SUPERSEDED SURVEY CONTROL
 KD0850
 KD0850  NGVD 29 (??/??/92)  225.860  (m)          741.01   (f) ADJ UNCH    2 0
 KD0850
 KD0850.Superseded values are not recommended for survey control.
 KD0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0850.See file dsdata.txt to determine how the superseded data were derived.
 KD0850
 KD0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE536028(NAD 83)
 KD0850_MARKER: DB = BENCH MARK DISK
 KD0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0850_STAMPING: A 79 1935
 KD0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0850+STABILITY: SURFACE MOTION
 KD0850
 KD0850  HISTORY     - Date     Condition        Report By
 KD0850  HISTORY     - 1935     MONUMENTED       CGS
 KD0850  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 KD0850
 KD0850                          STATION DESCRIPTION
 KD0850
 KD0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0850'1 MI S FROM CHILLICOTHE.
 KD0850'1.0 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 KD0850'RAILROAD FROM THE WABASH RAILROAD CROSSING AT CHILLICOTHE,
 KD0850'LIVINGSTON COUNTY, AT MILEPOST 230, AT A ROAD CROSSING, 45 FEET
 KD0850'WEST OF THE CENTERLINE OF THE TRACK, 11 FEET SOUTH OF THE
 KD0850'CENTERLINE OF THE ROAD, 5 FEET SOUTHEAST OF THE SOUTH POST OF A
 KD0850'GATE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED A
 KD0850'79 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0850
 KD0850                          STATION RECOVERY (1981)
 KD0850
 KD0850'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KD0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0650 ***********************************************************************
 GE0650  DESIGNATION -  A 8
 GE0650  PID         -  GE0650
 GE0650  STATE/COUNTY-  MO/HOWELL
 GE0650  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE0650
 GE0650                         *CURRENT SURVEY CONTROL
 GE0650  ___________________________________________________________________
 GE0650* NAD 83(1986)-  36 59 29.     (N)    091 58 13.     (W)     SCALED    
 GE0650* NAVD 88     -       382.009  (meters)    1253.31   (feet)  ADJUSTED  
 GE0650  ___________________________________________________________________
 GE0650  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GE0650  DYNAMIC HT  -         381.689 (meters)    1252.26  (feet)  COMP
 GE0650  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 GE0650
 GE0650  VERT ORDER  -  FIRST     CLASS II
 GE0650
 GE0650.The horizontal coordinates were scaled from a topographic map and have
 GE0650.an estimated accuracy of +/- 6 seconds.
 GE0650
 GE0650.The orthometric height was determined by differential leveling
 GE0650.and adjusted by the National Geodetic Survey in June 1991..
 GE0650
 GE0650.The geoid height was determined by GEOID03.
 GE0650
 GE0650.The dynamic height is computed by dividing the NAVD 88
 GE0650.geopotential number by the normal gravity value computed on the
 GE0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0650.degrees latitude (g = 980.6199 gals.).
 GE0650
 GE0650.The modeled gravity was interpolated from observed gravity values.
 GE0650
 GE0650;                    North         East    Units  Estimated Accuracy
 GE0650;SPC MO C     -   128,630.      547,150.      MT  (+/- 180 meters Scaled)
 GE0650
 GE0650                          SUPERSEDED SURVEY CONTROL
 GE0650
 GE0650  NGVD 29 (??/??/92)  381.839  (m)         1252.75   (f) ADJ UNCH    1 2
 GE0650
 GE0650.Superseded values are not recommended for survey control.
 GE0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0650.See file dsdata.txt to determine how the superseded data were derived.
 GE0650
 GE0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA916944(NAD 83)
 GE0650_MARKER: DB = BENCH MARK DISK
 GE0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0650_STAMPING: 1252.750 A 8 1928
 GE0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0650+STABILITY: SURFACE MOTION
 GE0650
 GE0650  HISTORY     - Date     Condition        Report By
 GE0650  HISTORY     - 1928     MONUMENTED       CGS
 GE0650  HISTORY     - 1934     GOOD             NGS
 GE0650  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0650
 GE0650                          STATION DESCRIPTION
 GE0650
 GE0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0650'0.1 MI SE FROM WILLOW SPRINGS.
 GE0650'0.1 MILE SOUTHEAST OF THE STATION AT WILLOW SPRINGS, HOWELL
 GE0650'COUNTY, ON THE RIGHT-OF-WAY OF THE ST. LOUIS-SAN FRANCISCO
 GE0650'RAILWAY, 56 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A STEEL AND
 GE0650'WOOD VIADUCT, 95-1/2 FEET NORTHEAST OF THE CENTERLINE OF THE
 GE0650'MAIN TRACK, AND 29 FEET NORTH OF POLE 293-16.  A STANDARD DISK,
 GE0650'STAMPED 1252.750 A 8 1928 AND SET IN THE TOP OF A CONCRETE POST
 GE0650'PROJECTING 6 INCHES ABOVE GROUND.
 GE0650
 GE0650                          STATION RECOVERY (1977)
 GE0650
 GE0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0690 ***********************************************************************
 KD0690  DESIGNATION -  A 8 B 1
 KD0690  PID         -  KD0690
 KD0690  STATE/COUNTY-  MO/LAFAYETTE
 KD0690  USGS QUAD   -  ALMA (1978)
 KD0690
 KD0690                         *CURRENT SURVEY CONTROL
 KD0690  ___________________________________________________________________
 KD0690* NAD 83(1986)-  39 02 38.     (N)    093 33 25.     (W)     SCALED    
 KD0690* NAVD 88     -       235.133  (meters)     771.43   (feet)  ADJUSTED  
 KD0690  ___________________________________________________________________
 KD0690  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD0690  DYNAMIC HT  -         234.982 (meters)     770.94  (feet)  COMP
 KD0690  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 KD0690
 KD0690  VERT ORDER  -  SECOND    CLASS 0
 KD0690
 KD0690.The horizontal coordinates were scaled from a topographic map and have
 KD0690.an estimated accuracy of +/- 6 seconds.
 KD0690
 KD0690.The orthometric height was determined by differential leveling
 KD0690.and adjusted by the National Geodetic Survey in June 1991..
 KD0690
 KD0690.The geoid height was determined by GEOID03.
 KD0690
 KD0690.The dynamic height is computed by dividing the NAVD 88
 KD0690.geopotential number by the normal gravity value computed on the
 KD0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0690.degrees latitude (g = 980.6199 gals.).
 KD0690
 KD0690.The modeled gravity was interpolated from observed gravity values.
 KD0690
 KD0690;                    North         East    Units  Estimated Accuracy
 KD0690;SPC MO W     -   319,750.      931,640.      MT  (+/- 180 meters Scaled)
 KD0690
 KD0690                          SUPERSEDED SURVEY CONTROL
 KD0690
 KD0690  NGVD 29 (??/??/92)  235.04   (m)          771.1    (f) COMPUTED    2 0
 KD0690
 KD0690.Superseded values are not recommended for survey control.
 KD0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0690.See file dsdata.txt to determine how the superseded data were derived.
 KD0690
 KD0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD518217(NAD 83)
 KD0690_MARKER: DZ = AZIMUTH MARK DISK
 KD0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0690_SP_SET: CONCRETE PEDESTAL
 KD0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0690
 KD0690  HISTORY     - Date     Condition        Report By
 KD0690  HISTORY     - UNK      MONUMENTED       DOD
 KD0690  HISTORY     - 1962     GOOD             NGS
 KD0690
 KD0690                          STATION DESCRIPTION
 KD0690
 KD0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0690'4.6 MI N FROM CONCORDIA.
 KD0690'ABOUT 4.6 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE RAILROAD
 KD0690'STATION AT CONCORDIA, THENCE 0.3 MILE EAST ALONG COUNTY ROAD NN,
 KD0690'AT THE CREST OF A SMALL RISE, 60 FEET SOUTH OF THE CENTER LINE
 KD0690'OF THE COUNTY ROAD, ABOUT 8 FEET ABOVE THE ROAD, A 1 1/2 X 4 FOOT
 KD0690'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF TRIBRACH WAS
 KD0690'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0686 ***********************************************************************
 KD0686  DESIGNATION -  A 8 B 2
 KD0686  PID         -  KD0686
 KD0686  STATE/COUNTY-  MO/LAFAYETTE
 KD0686  USGS QUAD   -  ALMA (1978)
 KD0686
 KD0686                         *CURRENT SURVEY CONTROL
 KD0686  ___________________________________________________________________
 KD0686* NAD 83(1986)-  39 02 36.     (N)    093 32 58.     (W)     SCALED    
 KD0686* NAVD 88     -       240.185  (meters)     788.01   (feet)  ADJUSTED  
 KD0686  ___________________________________________________________________
 KD0686  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD0686  DYNAMIC HT  -         240.031 (meters)     787.50  (feet)  COMP
 KD0686  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 KD0686
 KD0686  VERT ORDER  -  SECOND    CLASS 0
 KD0686
 KD0686.The horizontal coordinates were scaled from a topographic map and have
 KD0686.an estimated accuracy of +/- 6 seconds.
 KD0686
 KD0686.The orthometric height was determined by differential leveling
 KD0686.and adjusted by the National Geodetic Survey in June 1991..
 KD0686
 KD0686.The geoid height was determined by GEOID03.
 KD0686
 KD0686.The dynamic height is computed by dividing the NAVD 88
 KD0686.geopotential number by the normal gravity value computed on the
 KD0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0686.degrees latitude (g = 980.6199 gals.).
 KD0686
 KD0686.The modeled gravity was interpolated from observed gravity values.
 KD0686
 KD0686;                    North         East    Units  Estimated Accuracy
 KD0686;SPC MO W     -   319,690.      932,290.      MT  (+/- 180 meters Scaled)
 KD0686
 KD0686                          SUPERSEDED SURVEY CONTROL
 KD0686
 KD0686  NGVD 29 (??/??/92)  240.09   (m)          787.7    (f) COMPUTED    2 0
 KD0686
 KD0686.Superseded values are not recommended for survey control.
 KD0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0686.See file dsdata.txt to determine how the superseded data were derived.
 KD0686
 KD0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD524217(NAD 83)
 KD0686_MARKER: DZ = AZIMUTH MARK DISK
 KD0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0686_SP_SET: CONCRETE PEDESTAL
 KD0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0686
 KD0686  HISTORY     - Date     Condition        Report By
 KD0686  HISTORY     - UNK      MONUMENTED       DOD
 KD0686  HISTORY     - 1962     GOOD             NGS
 KD0686
 KD0686                          STATION DESCRIPTION
 KD0686
 KD0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0686'5 MI NE FROM CONCORDIA.
 KD0686'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE RAILROAD
 KD0686'STATION AT CONCORDIA, THENCE 0.75 MILE EAST ALONG COUNTY ROAD NN,
 KD0686'NEAR THE CREST OF A SMALL HILL AND IN A NORTH-SOUTH FENCE LINE,
 KD0686'106 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, 72.8 FEET
 KD0686'SOUTH OF A FENCE CORNER, 53 FEET SOUTHWEST OF A TELEPHONE POLE
 KD0686'WITH GUY WIRE, ABOUT 7 FEET ABOVE THE ROAD, A 1 1/2 X 4 FOOT
 KD0686'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF TRIBRACH WAS
 KD0686'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0688 ***********************************************************************
 KD0688  DESIGNATION -  A 8 Z
 KD0688  PID         -  KD0688
 KD0688  STATE/COUNTY-  MO/LAFAYETTE
 KD0688  USGS QUAD   -  ALMA (1978)
 KD0688
 KD0688                         *CURRENT SURVEY CONTROL
 KD0688  ___________________________________________________________________
 KD0688* NAD 83(1986)-  39 02 42.     (N)    093 33 07.     (W)     SCALED    
 KD0688* NAVD 88     -       243.508  (meters)     798.91   (feet)  ADJUSTED  
 KD0688  ___________________________________________________________________
 KD0688  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD0688  DYNAMIC HT  -         243.353 (meters)     798.40  (feet)  COMP
 KD0688  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 KD0688
 KD0688  VERT ORDER  -  SECOND    CLASS 0
 KD0688
 KD0688.The horizontal coordinates were scaled from a topographic map and have
 KD0688.an estimated accuracy of +/- 6 seconds.
 KD0688
 KD0688.The orthometric height was determined by differential leveling
 KD0688.and adjusted by the National Geodetic Survey in June 1991..
 KD0688
 KD0688.The geoid height was determined by GEOID03.
 KD0688
 KD0688.The dynamic height is computed by dividing the NAVD 88
 KD0688.geopotential number by the normal gravity value computed on the
 KD0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0688.degrees latitude (g = 980.6199 gals.).
 KD0688
 KD0688.The modeled gravity was interpolated from observed gravity values.
 KD0688
 KD0688;                    North         East    Units  Estimated Accuracy
 KD0688;SPC MO W     -   319,870.      932,070.      MT  (+/- 180 meters Scaled)
 KD0688
 KD0688                          SUPERSEDED SURVEY CONTROL
 KD0688
 KD0688  NGVD 29 (??/??/92)  243.42   (m)          798.6    (f) COMPUTED    2 0
 KD0688
 KD0688.Superseded values are not recommended for survey control.
 KD0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0688.See file dsdata.txt to determine how the superseded data were derived.
 KD0688
 KD0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD522219(NAD 83)
 KD0688_MARKER: DS = TRIANGULATION STATION DISK
 KD0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0688_STAMPING: A 8 Z 1962
 KD0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0688+STABILITY: SURFACE MOTION
 KD0688
 KD0688  HISTORY     - Date     Condition        Report By
 KD0688  HISTORY     - 1962     MONUMENTED       CGS
 KD0688
 KD0688                          STATION DESCRIPTION
 KD0688
 KD0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0688'5 MI NE FROM CONCORDIA.
 KD0688'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE RAILROAD
 KD0688'STATION AT CONCORDIA, THENCE 0.6 MILE EAST ALONG COUNTY ROAD NN,
 KD0688'THENCE 0.1 MILE NORTH ALONG A PRIVATE DRIVEWAY, AT THE CREST OF A
 KD0688'SMALL HILL AND IN A FARMYARD OWNED BY LEANORD HUSCHER, 35.5 FEET
 KD0688'EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 28.7 FEET SOUTH OF THE
 KD0688'CENTER OF A GATE, 26.5 FEET NORTH OF RM 2, 67.5 FEET SOUTHWEST
 KD0688'ACROSS DRIVE WAY FROM RM 1, 3.2 FEET EAST OF A FENCE, 0.2 FOOT
 KD0688'BELOW THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0687 ***********************************************************************
 KD0687  DESIGNATION -  A 8 Z RM 1
 KD0687  PID         -  KD0687
 KD0687  STATE/COUNTY-  MO/LAFAYETTE
 KD0687  USGS QUAD   -  ALMA (1978)
 KD0687
 KD0687                         *CURRENT SURVEY CONTROL
 KD0687  ___________________________________________________________________
 KD0687* NAD 83(1986)-  39 02 42.     (N)    093 33 07.     (W)     SCALED    
 KD0687* NAVD 88     -       243.836  (meters)     799.99   (feet)  ADJUSTED  
 KD0687  ___________________________________________________________________
 KD0687  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD0687  DYNAMIC HT  -         243.680 (meters)     799.47  (feet)  COMP
 KD0687  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 KD0687
 KD0687  VERT ORDER  -  SECOND    CLASS 0
 KD0687
 KD0687.The horizontal coordinates were scaled from a topographic map and have
 KD0687.an estimated accuracy of +/- 6 seconds.
 KD0687
 KD0687.The orthometric height was determined by differential leveling
 KD0687.and adjusted by the National Geodetic Survey in June 1991..
 KD0687
 KD0687.The geoid height was determined by GEOID03.
 KD0687
 KD0687.The dynamic height is computed by dividing the NAVD 88
 KD0687.geopotential number by the normal gravity value computed on the
 KD0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0687.degrees latitude (g = 980.6199 gals.).
 KD0687
 KD0687.The modeled gravity was interpolated from observed gravity values.
 KD0687
 KD0687;                    North         East    Units  Estimated Accuracy
 KD0687;SPC MO W     -   319,870.      932,070.      MT  (+/- 180 meters Scaled)
 KD0687
 KD0687                          SUPERSEDED SURVEY CONTROL
 KD0687
 KD0687  NGVD 29 (??/??/92)  243.75   (m)          799.7    (f) COMPUTED    2 0
 KD0687
 KD0687.Superseded values are not recommended for survey control.
 KD0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0687.See file dsdata.txt to determine how the superseded data were derived.
 KD0687
 KD0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD522219(NAD 83)
 KD0687_MARKER: DB = BENCH MARK DISK
 KD0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0687_STAMPING: A 8 Z NO 1 1962
 KD0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0687+STABILITY: SURFACE MOTION
 KD0687
 KD0687  HISTORY     - Date     Condition        Report By
 KD0687  HISTORY     - 1962     MONUMENTED       CGS
 KD0687
 KD0687                          STATION DESCRIPTION
 KD0687
 KD0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0687'5 MI NE FROM CONCORDIA.
 KD0687'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE RAILROAD
 KD0687'STATION AT CONCORDIA, THENCE 0.6 MILE EAST ALONG COUNTY ROAD NN,
 KD0687'THENCE 0.1 MILE NORTH ALONG A PRIVATE DRIVEWAY, AT THE CREST OF A
 KD0687'SMALL HILL AND IN THE FARMYARD OWNED BY LEANORD HUSCHER, 91.7
 KD0687'FEET NORTHEAST ACROSS DRIVEWAY FROM RM 2, 67.5 FEET NORTHEAST
 KD0687'ACROSS DRIVEWAY FROM THE STATION MARK, 3 FEET WEST OF A WOODEN
 KD0687'GATE, A CONCRETE POST 0.2 FOOT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0689 ***********************************************************************
 KD0689  DESIGNATION -  A 8 Z RM 2
 KD0689  PID         -  KD0689
 KD0689  STATE/COUNTY-  MO/LAFAYETTE
 KD0689  USGS QUAD   -  ALMA (1978)
 KD0689
 KD0689                         *CURRENT SURVEY CONTROL
 KD0689  ___________________________________________________________________
 KD0689* NAD 83(1986)-  39 02 42.     (N)    093 33 07.     (W)     SCALED    
 KD0689* NAVD 88     -       243.505  (meters)     798.90   (feet)  ADJUSTED  
 KD0689  ___________________________________________________________________
 KD0689  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD0689  DYNAMIC HT  -         243.349 (meters)     798.39  (feet)  COMP
 KD0689  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 KD0689
 KD0689  VERT ORDER  -  SECOND    CLASS 0
 KD0689
 KD0689.The horizontal coordinates were scaled from a topographic map and have
 KD0689.an estimated accuracy of +/- 6 seconds.
 KD0689
 KD0689.The orthometric height was determined by differential leveling
 KD0689.and adjusted by the National Geodetic Survey in June 1991..
 KD0689
 KD0689.The geoid height was determined by GEOID03.
 KD0689
 KD0689.The dynamic height is computed by dividing the NAVD 88
 KD0689.geopotential number by the normal gravity value computed on the
 KD0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0689.degrees latitude (g = 980.6199 gals.).
 KD0689
 KD0689.The modeled gravity was interpolated from observed gravity values.
 KD0689
 KD0689;                    North         East    Units  Estimated Accuracy
 KD0689;SPC MO W     -   319,870.      932,070.      MT  (+/- 180 meters Scaled)
 KD0689
 KD0689                          SUPERSEDED SURVEY CONTROL
 KD0689
 KD0689  NGVD 29 (??/??/92)  243.41   (m)          798.6    (f) COMPUTED    2 0
 KD0689
 KD0689.Superseded values are not recommended for survey control.
 KD0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0689.See file dsdata.txt to determine how the superseded data were derived.
 KD0689
 KD0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD522219(NAD 83)
 KD0689_MARKER: DR = REFERENCE MARK DISK
 KD0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0689_STAMPING: A 8 Z NO 2 1962
 KD0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0689+STABILITY: SURFACE MOTION
 KD0689
 KD0689  HISTORY     - Date     Condition        Report By
 KD0689  HISTORY     - 1962     MONUMENTED       CGS
 KD0689
 KD0689                          STATION DESCRIPTION
 KD0689
 KD0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0689'5 MI NE FROM CONCORDIA.
 KD0689'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE RAILROAD
 KD0689'STATION AT CONCORDIA, THENCE 0.6 MILE EAST ALONG COUNTY ROAD NN,
 KD0689'THENCE 0.1 MILE NORTH ALONG A PRIVATE DRIVEWAY, AT THE CREST OF
 KD0689'A SMALL HILL AND IN THE FARMYARD OWNED BY LEANORD HUSCHER, AT THE
 KD0689'SOUTHEAST CORNER OF THE YARD FENCE, 91.7 FEET SOUTHWEST ACROSS THE
 KD0689'ROAD FROM RM 1, 26.5 FEET SOUTH OF THE STATION MARK, 2 FEET EAST
 KD0689'OF THE FENCE CORNER, SET IN THE TOP OF A CONCRETE POST 0.2 FOOT
 KD0689'BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0163 ***********************************************************************
 LF0163  DESIGNATION -  A 81
 LF0163  PID         -  LF0163
 LF0163  STATE/COUNTY-  MO/NODAWAY
 LF0163  USGS QUAD   -  PICKERING (1985)
 LF0163
 LF0163                         *CURRENT SURVEY CONTROL
 LF0163  ___________________________________________________________________
 LF0163* NAD 83(1986)-  40 29 58.     (N)    094 50 11.     (W)     SCALED    
 LF0163* NAVD 88     -       313.841  (meters)    1029.66   (feet)  ADJUSTED  
 LF0163  ___________________________________________________________________
 LF0163  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 LF0163  DYNAMIC HT  -         313.673 (meters)    1029.11  (feet)  COMP
 LF0163  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 LF0163
 LF0163  VERT ORDER  -  SECOND    CLASS 0
 LF0163
 LF0163.The horizontal coordinates were scaled from a topographic map and have
 LF0163.an estimated accuracy of +/- 6 seconds.
 LF0163
 LF0163.The orthometric height was determined by differential leveling
 LF0163.and adjusted by the National Geodetic Survey in June 1991..
 LF0163
 LF0163.The geoid height was determined by GEOID03.
 LF0163
 LF0163.The dynamic height is computed by dividing the NAVD 88
 LF0163.geopotential number by the normal gravity value computed on the
 LF0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0163.degrees latitude (g = 980.6199 gals.).
 LF0163
 LF0163.The modeled gravity was interpolated from observed gravity values.
 LF0163
 LF0163;                    North         East    Units  Estimated Accuracy
 LF0163;SPC MO W     -   480,980.      821,490.      MT  (+/- 180 meters Scaled)
 LF0163
 LF0163                          SUPERSEDED SURVEY CONTROL
 LF0163
 LF0163  NGVD 29 (??/??/92)  313.745  (m)         1029.35   (f) ADJ UNCH    2 0
 LF0163
 LF0163.Superseded values are not recommended for survey control.
 LF0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0163.See file dsdata.txt to determine how the superseded data were derived.
 LF0163
 LF0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE443848(NAD 83)
 LF0163_MARKER: DB = BENCH MARK DISK
 LF0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0163_SP_SET: BRIDGE
 LF0163_STAMPING: A 81 1935
 LF0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0163
 LF0163  HISTORY     - Date     Condition        Report By
 LF0163  HISTORY     - 1935     MONUMENTED       CGS
 LF0163  HISTORY     - 1960     GOOD             NGS
 LF0163
 LF0163                          STATION DESCRIPTION
 LF0163
 LF0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0163'3.4 MI N FROM PICKERING.
 LF0163'3.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0163'RAILROAD FROM THE STATION AT PICKERING, NODAWAY COUNTY, 100
 LF0163'FEET WEST OF RAILROAD BRIDGE 48.75 AT A 75-FOOT BRIDGE ON STATE
 LF0163'HIGHWAY 27, IN THE TOP OF THE SOUTHEAST WING WALL, AND LEVEL
 LF0163'WITH THE TRACK.  A STANDARD DISK, STAMPED A 81 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0359 ***********************************************************************
 LE0359  DESIGNATION -  A 82
 LE0359  PID         -  LE0359
 LE0359  STATE/COUNTY-  MO/MERCER
 LE0359  USGS QUAD   -  MILL GROVE (1984)
 LE0359
 LE0359                         *CURRENT SURVEY CONTROL
 LE0359  ___________________________________________________________________
 LE0359* NAD 83(1986)-  40 15 54.     (N)    093 35 30.     (W)     SCALED    
 LE0359* NAVD 88     -       242.903  (meters)     796.92   (feet)  ADJUSTED  
 LE0359  ___________________________________________________________________
 LE0359  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LE0359  DYNAMIC HT  -         242.776 (meters)     796.51  (feet)  COMP
 LE0359  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 LE0359
 LE0359  VERT ORDER  -  SECOND    CLASS 0
 LE0359
 LE0359.The horizontal coordinates were scaled from a topographic map and have
 LE0359.an estimated accuracy of +/- 6 seconds.
 LE0359
 LE0359.The orthometric height was determined by differential leveling
 LE0359.and adjusted by the National Geodetic Survey in June 1991..
 LE0359
 LE0359.The geoid height was determined by GEOID03.
 LE0359
 LE0359.The dynamic height is computed by dividing the NAVD 88
 LE0359.geopotential number by the normal gravity value computed on the
 LE0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0359.degrees latitude (g = 980.6199 gals.).
 LE0359
 LE0359.The modeled gravity was interpolated from observed gravity values.
 LE0359
 LE0359;                    North         East    Units  Estimated Accuracy
 LE0359;SPC MO C     -   492,440.      407,150.      MT  (+/- 180 meters Scaled)
 LE0359
 LE0359                          SUPERSEDED SURVEY CONTROL
 LE0359
 LE0359  NGVD 29 (??/??/92)  242.873  (m)          796.83   (f) ADJ UNCH    2 0
 LE0359
 LE0359.Superseded values are not recommended for survey control.
 LE0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0359.See file dsdata.txt to determine how the superseded data were derived.
 LE0359
 LE0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE496573(NAD 83)
 LE0359_MARKER: DB = BENCH MARK DISK
 LE0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0359_SP_SET: ABUTMENT
 LE0359_STAMPING: A 82 1935
 LE0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0359
 LE0359  HISTORY     - Date     Condition        Report By
 LE0359  HISTORY     - 1935     MONUMENTED       CGS
 LE0359  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0359
 LE0359                          STATION DESCRIPTION
 LE0359
 LE0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0359'1.5 MI N FROM SPICKARD.
 LE0359'IN MERCER COUNTY, 1.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND
 LE0359'AND PACIFIC RAILROAD FROM THE STATION AT SPICKARD, GRUNDY COUNTY,
 LE0359'7 POLES NORTH OF MILEPOST 403, AT BRIDGE 4029, IN THE TOP OF
 LE0359'THE WEST END OF THE NORTH CONCRETE ABUTMENT, 8 FEET WEST OF THE
 LE0359'CENTERLINE OF THE TRACK, AND ABOUT 8 INCHES LOWER THAN THE TRACK.
 LE0359'A STANDARD DISK, STAMPED A 82 1935.
 LE0359
 LE0359                          STATION RECOVERY (1967)
 LE0359
 LE0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0343 ***********************************************************************
 LE0343  DESIGNATION -  A 83
 LE0343  PID         -  LE0343
 LE0343  STATE/COUNTY-  MO/HARRISON
 LE0343  USGS QUAD   -  GARDNER (1984)
 LE0343
 LE0343                         *CURRENT SURVEY CONTROL
 LE0343  ___________________________________________________________________
 LE0343* NAD 83(1986)-  40 20 14.     (N)    093 57 12.     (W)     SCALED    
 LE0343* NAVD 88     -       319.193  (meters)    1047.22   (feet)  ADJUSTED  
 LE0343  ___________________________________________________________________
 LE0343  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LE0343  DYNAMIC HT  -         319.025 (meters)    1046.67  (feet)  COMP
 LE0343  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 LE0343
 LE0343  VERT ORDER  -  SECOND    CLASS 0
 LE0343
 LE0343.The horizontal coordinates were scaled from a topographic map and have
 LE0343.an estimated accuracy of +/- 6 seconds.
 LE0343
 LE0343.The orthometric height was determined by differential leveling
 LE0343.and adjusted by the National Geodetic Survey in June 1991..
 LE0343
 LE0343.The geoid height was determined by GEOID03.
 LE0343
 LE0343.The dynamic height is computed by dividing the NAVD 88
 LE0343.geopotential number by the normal gravity value computed on the
 LE0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0343.degrees latitude (g = 980.6199 gals.).
 LE0343
 LE0343.The modeled gravity was interpolated from observed gravity values.
 LE0343
 LE0343;                    North         East    Units  Estimated Accuracy
 LE0343;SPC MO W     -   463,050.      896,450.      MT  (+/- 180 meters Scaled)
 LE0343
 LE0343                          SUPERSEDED SURVEY CONTROL
 LE0343
 LE0343  NGVD 29 (??/??/92)  319.102  (m)         1046.92   (f) ADJ UNCH    2 0
 LE0343
 LE0343.Superseded values are not recommended for survey control.
 LE0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0343.See file dsdata.txt to determine how the superseded data were derived.
 LE0343
 LE0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE190656(NAD 83)
 LE0343_MARKER: DB = BENCH MARK DISK
 LE0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0343_STAMPING: A 83 1935
 LE0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0343+STABILITY: SURFACE MOTION
 LE0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0343+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1999
 LE0343
 LE0343  HISTORY     - Date     Condition        Report By
 LE0343  HISTORY     - 1935     MONUMENTED       CGS
 LE0343  HISTORY     - 1967     GOOD             NGS
 LE0343  HISTORY     - 19991116 GOOD             LOCENG
 LE0343
 LE0343                          STATION DESCRIPTION
 LE0343
 LE0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0343'3.2 MI SW FROM RIDGEWAY.
 LE0343'3.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0343'RAILROAD FROM THE WATER TOWER AT RIDGEWAY, HARRISON COUNTY, 8
 LE0343'POLES NORTHEAST OF MILEPOST 71, AT A ROAD CROSSING, 75 FEET
 LE0343'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 45 FEET NORTHWEST OF THE
 LE0343'CENTERLINE OF THE TRACK, 5 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 LE0343'FENCE, AND ABOUT 2-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD
 LE0343'DISK, STAMPED A 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0343'1 FOOT N.E. OF METAL WITNESS POST.  N.W. 1/4 SECTION 21, T 64 N,
 LE0343'R 27 W.
 LE0343
 LE0343                          STATION RECOVERY (1967)
 LE0343
 LE0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0343'RECOVERED IN GOOD CONDITION.
 LE0343
 LE0343                          STATION RECOVERY (1999)
 LE0343
 LE0343'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (CMC)
 LE0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0125 ***********************************************************************
 LE0125  DESIGNATION -  A 84
 LE0125  PID         -  LE0125
 LE0125  STATE/COUNTY-  MO/SCHUYLER
 LE0125  USGS QUAD   -  QUEEN CITY (1979)
 LE0125
 LE0125                         *CURRENT SURVEY CONTROL
 LE0125  ___________________________________________________________________
 LE0125* NAD 83(1986)-  40 24 29.     (N)    092 34 08.     (W)     SCALED    
 LE0125* NAVD 88     -       305.613  (meters)    1002.67   (feet)  ADJUSTED  
 LE0125  ___________________________________________________________________
 LE0125  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LE0125  DYNAMIC HT  -         305.456 (meters)    1002.15  (feet)  COMP
 LE0125  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 LE0125
 LE0125  VERT ORDER  -  SECOND    CLASS 0
 LE0125
 LE0125.The horizontal coordinates were scaled from a topographic map and have
 LE0125.an estimated accuracy of +/- 6 seconds.
 LE0125
 LE0125.The orthometric height was determined by differential leveling
 LE0125.and adjusted by the National Geodetic Survey in June 1991..
 LE0125
 LE0125.The geoid height was determined by GEOID03.
 LE0125
 LE0125.The dynamic height is computed by dividing the NAVD 88
 LE0125.geopotential number by the normal gravity value computed on the
 LE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0125.degrees latitude (g = 980.6199 gals.).
 LE0125
 LE0125.The modeled gravity was interpolated from observed gravity values.
 LE0125
 LE0125;                    North         East    Units  Estimated Accuracy
 LE0125;SPC MO C     -   507,760.      494,150.      MT  (+/- 180 meters Scaled)
 LE0125
 LE0125                          SUPERSEDED SURVEY CONTROL
 LE0125
 LE0125  NGVD 29 (??/??/92)  305.605  (m)         1002.64   (f) ADJ UNCH    2 0
 LE0125
 LE0125.Superseded values are not recommended for survey control.
 LE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0125.See file dsdata.txt to determine how the superseded data were derived.
 LE0125
 LE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE365731(NAD 83)
 LE0125_MARKER: DB = BENCH MARK DISK
 LE0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0125_STAMPING: A 84 1935
 LE0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0125+STABILITY: SURFACE MOTION
 LE0125
 LE0125  HISTORY     - Date     Condition        Report By
 LE0125  HISTORY     - 1935     MONUMENTED       CGS
 LE0125  HISTORY     - 1943     GOOD             NGS
 LE0125  HISTORY     - 1967     GOOD             NGS
 LE0125
 LE0125                          STATION DESCRIPTION
 LE0125
 LE0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0125'AT QUEEN CITY.
 LE0125'AT QUEEN CITY, SCHUYLER COUNTY, ON THE WABASH RAILROAD, IN LINE
 LE0125'WITH THE NORTH END OF THE STATION, AT A ROAD CROSSING, 80 FEET
 LE0125'WEST OF THE CENTERLINE OF THE TRACK, 69 FEET SOUTH OF THE
 LE0125'CENTERLINE OF THE ROAD, 18 FEET EAST OF A NORTH-AND-SOUTH ROAD,
 LE0125'4 FEET EAST OF A POLE, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.
 LE0125'A STANDARD DISK, STAMPED A 84 1935 AND SET IN THE TOP OF A
 LE0125'CONCRETE POST.  NOTE-- BM ABOUT 120 FEET WEST OF THE NORTHWEST
 LE0125'CORNER OF THE RAILROAD STATION AND 1 FOOT SOUTH OF A METAL
 LE0125'WITNESS POST.
 LE0125
 LE0125                          STATION RECOVERY (1967)
 LE0125
 LE0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0579 ***********************************************************************
 LD0579  DESIGNATION -  A 85
 LD0579  PID         -  LD0579
 LD0579  STATE/COUNTY-  MO/CLARK
 LD0579  USGS QUAD   -  WYACONDA (1975)
 LD0579
 LD0579                         *CURRENT SURVEY CONTROL
 LD0579  ___________________________________________________________________
 LD0579* NAD 83(1986)-  40 22 59.     (N)    091 56 48.     (W)     SCALED    
 LD0579* NAVD 88     -       228.337  (meters)     749.14   (feet)  ADJUSTED  
 LD0579  ___________________________________________________________________
 LD0579  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LD0579  DYNAMIC HT  -         228.219 (meters)     748.75  (feet)  COMP
 LD0579  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 LD0579
 LD0579  VERT ORDER  -  SECOND    CLASS 0
 LD0579
 LD0579.The horizontal coordinates were scaled from a topographic map and have
 LD0579.an estimated accuracy of +/- 6 seconds.
 LD0579
 LD0579.The orthometric height was determined by differential leveling
 LD0579.and adjusted by the National Geodetic Survey in June 1991..
 LD0579
 LD0579.The geoid height was determined by GEOID03.
 LD0579
 LD0579.The dynamic height is computed by dividing the NAVD 88
 LD0579.geopotential number by the normal gravity value computed on the
 LD0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0579.degrees latitude (g = 980.6199 gals.).
 LD0579
 LD0579.The modeled gravity was interpolated from observed gravity values.
 LD0579
 LD0579;                    North         East    Units  Estimated Accuracy
 LD0579;SPC MO E     -   505,980.      127,160.      MT  (+/- 180 meters Scaled)
 LD0579
 LD0579                          SUPERSEDED SURVEY CONTROL
 LD0579
 LD0579  NGVD 29 (??/??/92)  228.359  (m)          749.21   (f) ADJ UNCH    2 0
 LD0579
 LD0579.Superseded values are not recommended for survey control.
 LD0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0579.See file dsdata.txt to determine how the superseded data were derived.
 LD0579
 LD0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE894708(NAD 83)
 LD0579_MARKER: DB = BENCH MARK DISK
 LD0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0579_SP_SET: BRIDGE
 LD0579_STAMPING: A 85 1935
 LD0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0579
 LD0579  HISTORY     - Date     Condition        Report By
 LD0579  HISTORY     - 1935     MONUMENTED       CGS
 LD0579
 LD0579                          STATION DESCRIPTION
 LD0579
 LD0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0579'1.1 MI SW FROM WYACONDA.
 LD0579'1.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0579'RAILWAY FROM THE STATION AT WYACONDA, CLARK COUNTY, AT A ROAD
 LD0579'CROSSING, 24 FEET NORTH OF THE CENTERLINE OF THE NORTH MAIN
 LD0579'TRACK, AT BRIDGE 273 B, IN THE TOP OF THE WEST END OF THE NORTH
 LD0579'HEADWALL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 LD0579'DISK, STAMPED A 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0099 ***********************************************************************
 LE0099  DESIGNATION -  A 86
 LE0099  PID         -  LE0099
 LE0099  STATE/COUNTY-  MO/SCOTLAND
 LE0099  USGS QUAD   -  ARBELA (1965)
 LE0099
 LE0099                         *CURRENT SURVEY CONTROL
 LE0099  ___________________________________________________________________
 LE0099* NAD 83(1986)-  40 27 49.     (N)    092 00 57.     (W)     SCALED    
 LE0099* NAVD 88     -       204.544  (meters)     671.07   (feet)  ADJUSTED  
 LE0099  ___________________________________________________________________
 LE0099  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LE0099  DYNAMIC HT  -         204.440 (meters)     670.73  (feet)  COMP
 LE0099  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 LE0099
 LE0099  VERT ORDER  -  SECOND    CLASS 0
 LE0099
 LE0099.The horizontal coordinates were scaled from a topographic map and have
 LE0099.an estimated accuracy of +/- 6 seconds.
 LE0099
 LE0099.The orthometric height was determined by differential leveling
 LE0099.and adjusted by the National Geodetic Survey in June 1991..
 LE0099
 LE0099.The geoid height was determined by GEOID03.
 LE0099
 LE0099.The dynamic height is computed by dividing the NAVD 88
 LE0099.geopotential number by the normal gravity value computed on the
 LE0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0099.degrees latitude (g = 980.6199 gals.).
 LE0099
 LE0099.The modeled gravity was interpolated from observed gravity values.
 LE0099
 LE0099;                    North         East    Units  Estimated Accuracy
 LE0099;SPC MO C     -   514,040.      541,060.      MT  (+/- 180 meters Scaled)
 LE0099
 LE0099                          SUPERSEDED SURVEY CONTROL
 LE0099
 LE0099  NGVD 29 (??/??/92)  204.563  (m)          671.14   (f) ADJ UNCH    2 0
 LE0099
 LE0099.Superseded values are not recommended for survey control.
 LE0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0099.See file dsdata.txt to determine how the superseded data were derived.
 LE0099
 LE0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE834796(NAD 83)
 LE0099_MARKER: DB = BENCH MARK DISK
 LE0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0099_STAMPING: A 86 1935
 LE0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0099+STABILITY: SURFACE MOTION
 LE0099
 LE0099  HISTORY     - Date     Condition        Report By
 LE0099  HISTORY     - 1935     MONUMENTED       CGS
 LE0099  HISTORY     - 1967     GOOD             NGS
 LE0099
 LE0099                          STATION DESCRIPTION
 LE0099
 LE0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0099'AT ARBELA.
 LE0099'AT ARBELA, SCOTLAND COUNTY, ON THE CHICAGO, BURLINGTON AND
 LE0099'QUINCY RAILROAD, 13 FEET EAST OF A LINE EXTENDED SOUTH FROM THE
 LE0099'EAST END OF THE STATION, 27 FEET SOUTH OF THE CENTERLINE OF THE
 LE0099'TRACK, 2 FEET EAST OF A POLE, AND 1 FOOT HIGHER THAN THE TRACK.
 LE0099'A STANDARD DISK, STAMPED A 86 1935 AND SET IN THE TOP OF A
 LE0099'CONCRETE POST.  NOTE-- 2 FOOT EAST OF METAL WITNESS POST.
 LE0099
 LE0099                          STATION RECOVERY (1967)
 LE0099
 LE0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0676 ***********************************************************************
 GE0676  DESIGNATION -  A 9
 GE0676  PID         -  GE0676
 GE0676  STATE/COUNTY-  MO/OREGON
 GE0676  USGS QUAD   -  THAYER (1986)
 GE0676
 GE0676                         *CURRENT SURVEY CONTROL
 GE0676  ___________________________________________________________________
 GE0676* NAD 83(1986)-  36 34 19.     (N)    091 34 52.     (W)     SCALED    
 GE0676* NAVD 88     -       228.239  (meters)     748.81   (feet)  ADJUSTED  
 GE0676  ___________________________________________________________________
 GE0676  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 GE0676  DYNAMIC HT  -         228.051 (meters)     748.20  (feet)  COMP
 GE0676  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 GE0676
 GE0676  VERT ORDER  -  FIRST     CLASS II
 GE0676
 GE0676.The horizontal coordinates were scaled from a topographic map and have
 GE0676.an estimated accuracy of +/- 6 seconds.
 GE0676
 GE0676.The orthometric height was determined by differential leveling
 GE0676.and adjusted by the National Geodetic Survey in June 1991..
 GE0676
 GE0676.The geoid height was determined by GEOID03.
 GE0676
 GE0676.The dynamic height is computed by dividing the NAVD 88
 GE0676.geopotential number by the normal gravity value computed on the
 GE0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0676.degrees latitude (g = 980.6199 gals.).
 GE0676
 GE0676.The modeled gravity was interpolated from observed gravity values.
 GE0676
 GE0676;                    North         East    Units  Estimated Accuracy
 GE0676;SPC MO E     -    82,500.      153,240.      MT  (+/- 180 meters Scaled)
 GE0676
 GE0676                          SUPERSEDED SURVEY CONTROL
 GE0676
 GE0676  NGVD 29 (??/??/92)  228.107  (m)          748.38   (f) ADJ UNCH    1 2
 GE0676
 GE0676.Superseded values are not recommended for survey control.
 GE0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0676.See file dsdata.txt to determine how the superseded data were derived.
 GE0676
 GE0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA269483(NAD 83)
 GE0676_MARKER: DB = BENCH MARK DISK
 GE0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0676_STAMPING: 748.381 A 9 1928
 GE0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0676+STABILITY: SURFACE MOTION
 GE0676
 GE0676  HISTORY     - Date     Condition        Report By
 GE0676  HISTORY     - 1928     MONUMENTED       CGS
 GE0676  HISTORY     - 1934     GOOD             NGS
 GE0676  HISTORY     - 19900905 MARK NOT FOUND   NGS
 GE0676
 GE0676                          STATION DESCRIPTION
 GE0676
 GE0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0676'4.8 MI NW FROM THAYER.
 GE0676'4.8 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0676'FROM THE STATION AT THAYER, OREGON COUNTY, AT A ROAD CROSSING,
 GE0676'54.7 FEET NORTH OF THE CROSSING SIGN, 52 FEET NORTHEAST OF THE
 GE0676'CENTER OF THE CROSSING, 43 FEET NORTHEAST OF THE CENTERLINE OF
 GE0676'THE TRACK, 44 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20 FEET
 GE0676'SOUTHEAST OF POLE 335-1, 5 FEET SOUTHWEST OF THE NORTHEAST
 GE0676'RIGHT-OF-WAY FENCE, AND IN LINE WITH THE ROW OF POLES.  A
 GE0676'STANDARD DISK, STAMPED 748.381 A 9 1928 AND SET IN THE TOP OF A
 GE0676'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 GE0676
 GE0676                          STATION RECOVERY (1990)
 GE0676
 GE0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0676'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0726 ***********************************************************************
 KD0726  DESIGNATION -  A 9 B 1
 KD0726  PID         -  KD0726
 KD0726  STATE/COUNTY-  MO/LAFAYETTE
 KD0726  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0726
 KD0726                         *CURRENT SURVEY CONTROL
 KD0726  ___________________________________________________________________
 KD0726* NAD 83(1986)-  39 03 14.     (N)    093 38 02.     (W)     SCALED    
 KD0726* NAVD 88     -       256.644  (meters)     842.01   (feet)  ADJUSTED  
 KD0726  ___________________________________________________________________
 KD0726  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD0726  DYNAMIC HT  -         256.480 (meters)     841.47  (feet)  COMP
 KD0726  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 KD0726
 KD0726  VERT ORDER  -  SECOND    CLASS 0
 KD0726
 KD0726.The horizontal coordinates were scaled from a topographic map and have
 KD0726.an estimated accuracy of +/- 6 seconds.
 KD0726
 KD0726.The orthometric height was determined by differential leveling
 KD0726.and adjusted by the National Geodetic Survey in June 1991..
 KD0726
 KD0726.The geoid height was determined by GEOID03.
 KD0726
 KD0726.The dynamic height is computed by dividing the NAVD 88
 KD0726.geopotential number by the normal gravity value computed on the
 KD0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0726.degrees latitude (g = 980.6199 gals.).
 KD0726
 KD0726.The modeled gravity was interpolated from observed gravity values.
 KD0726
 KD0726;                    North         East    Units  Estimated Accuracy
 KD0726;SPC MO W     -   320,790.      924,970.      MT  (+/- 180 meters Scaled)
 KD0726
 KD0726                          SUPERSEDED SURVEY CONTROL
 KD0726
 KD0726  NGVD 29 (??/??/92)  256.55   (m)          841.7    (f) COMPUTED    2 0
 KD0726
 KD0726.Superseded values are not recommended for survey control.
 KD0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0726.See file dsdata.txt to determine how the superseded data were derived.
 KD0726
 KD0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD451229(NAD 83)
 KD0726_MARKER: DZ = AZIMUTH MARK DISK
 KD0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0726_SP_SET: CONCRETE PEDESTAL
 KD0726_STAMPING: A 9 B 1
 KD0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0726
 KD0726  HISTORY     - Date     Condition        Report By
 KD0726  HISTORY     - UNK      MONUMENTED       DOD
 KD0726  HISTORY     - 1962     GOOD             NGS
 KD0726
 KD0726                          STATION DESCRIPTION
 KD0726
 KD0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0726'3.7 MI S FROM CORDER.
 KD0726'ABOUT 1.45 MILES SOUTH ALONG COUNTY ROAD V FROM THE CORDER BANK
 KD0726'AT CORDER, THENCE 2.0 MILES SOUTH ALONG COUNTY ROAD AA, THENCE
 KD0726'0.25 MILE EAST ALONG A TRACK ROAD, NEAR THE NORTH EDGE OF A
 KD0726'FIELD, 9 FEET SOUTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT
 KD0726'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH
 KD0726'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0727 ***********************************************************************
 KD0727  DESIGNATION -  A 9 B 2
 KD0727  PID         -  KD0727
 KD0727  STATE/COUNTY-  MO/LAFAYETTE
 KD0727  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0727
 KD0727                         *CURRENT SURVEY CONTROL
 KD0727  ___________________________________________________________________
 KD0727* NAD 83(1986)-  39 02 55.     (N)    093 38 02.     (W)     SCALED    
 KD0727* NAVD 88     -       255.446  (meters)     838.08   (feet)  ADJUSTED  
 KD0727  ___________________________________________________________________
 KD0727  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD0727  DYNAMIC HT  -         255.282 (meters)     837.54  (feet)  COMP
 KD0727  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 KD0727
 KD0727  VERT ORDER  -  SECOND    CLASS 0
 KD0727
 KD0727.The horizontal coordinates were scaled from a topographic map and have
 KD0727.an estimated accuracy of +/- 6 seconds.
 KD0727
 KD0727.The orthometric height was determined by differential leveling
 KD0727.and adjusted by the National Geodetic Survey in June 1991..
 KD0727
 KD0727.The geoid height was determined by GEOID03.
 KD0727
 KD0727.The dynamic height is computed by dividing the NAVD 88
 KD0727.geopotential number by the normal gravity value computed on the
 KD0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0727.degrees latitude (g = 980.6199 gals.).
 KD0727
 KD0727.The modeled gravity was interpolated from observed gravity values.
 KD0727
 KD0727;                    North         East    Units  Estimated Accuracy
 KD0727;SPC MO W     -   320,200.      924,970.      MT  (+/- 180 meters Scaled)
 KD0727
 KD0727                          SUPERSEDED SURVEY CONTROL
 KD0727
 KD0727  NGVD 29 (??/??/92)  255.35   (m)          837.8    (f) COMPUTED    2 0
 KD0727
 KD0727.Superseded values are not recommended for survey control.
 KD0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0727.See file dsdata.txt to determine how the superseded data were derived.
 KD0727
 KD0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD451223(NAD 83)
 KD0727_MARKER: DZ = AZIMUTH MARK DISK
 KD0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0727_SP_SET: CONCRETE PEDESTAL
 KD0727_STAMPING: A 9 B 2
 KD0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0727
 KD0727  HISTORY     - Date     Condition        Report By
 KD0727  HISTORY     - UNK      MONUMENTED       DOD
 KD0727  HISTORY     - 1962     GOOD             NGS
 KD0727
 KD0727                          STATION DESCRIPTION
 KD0727
 KD0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0727'4 MI S FROM CORDER.
 KD0727'ABOUT 1.45 MILES SOUTH ALONG COUNTY ROAD V FROM THE CORDER BANK
 KD0727'AT CORDER, THENCE 2.0 MILES SOUTH ALONG COUNTY ROAD AA, THENCE
 KD0727'0.25 MILE EAST ALONG A TRACK ROAD, THENCE 0.35 MILE SOUTH ALONG
 KD0727'A TRACK ROAD, NEAR THE SOUTH EDGE OF A FIELD, ABOUT 1200 FEET
 KD0727'SOUTHEAST OF THE LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 KD0727'WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0724 ***********************************************************************
 KD0724  DESIGNATION -  A 9 Z
 KD0724  PID         -  KD0724
 KD0724  STATE/COUNTY-  MO/LAFAYETTE
 KD0724  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0724
 KD0724                         *CURRENT SURVEY CONTROL
 KD0724  ___________________________________________________________________
 KD0724* NAD 83(1986)-  39 03 25.     (N)    093 38 20.     (W)     SCALED    
 KD0724* NAVD 88     -       254.398  (meters)     834.64   (feet)  ADJUSTED  
 KD0724  ___________________________________________________________________
 KD0724  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD0724  DYNAMIC HT  -         254.236 (meters)     834.11  (feet)  COMP
 KD0724  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 KD0724
 KD0724  VERT ORDER  -  SECOND    CLASS 0
 KD0724
 KD0724.The horizontal coordinates were scaled from a topographic map and have
 KD0724.an estimated accuracy of +/- 6 seconds.
 KD0724
 KD0724.The orthometric height was determined by differential leveling
 KD0724.and adjusted by the National Geodetic Survey in June 1991..
 KD0724
 KD0724.The geoid height was determined by GEOID03.
 KD0724
 KD0724.The dynamic height is computed by dividing the NAVD 88
 KD0724.geopotential number by the normal gravity value computed on the
 KD0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0724.degrees latitude (g = 980.6199 gals.).
 KD0724
 KD0724.The modeled gravity was interpolated from observed gravity values.
 KD0724
 KD0724;                    North         East    Units  Estimated Accuracy
 KD0724;SPC MO W     -   321,120.      924,530.      MT  (+/- 180 meters Scaled)
 KD0724
 KD0724                          SUPERSEDED SURVEY CONTROL
 KD0724
 KD0724  NGVD 29 (??/??/92)  254.31   (m)          834.3    (f) COMPUTED    2 0
 KD0724
 KD0724.Superseded values are not recommended for survey control.
 KD0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0724.See file dsdata.txt to determine how the superseded data were derived.
 KD0724
 KD0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD447232(NAD 83)
 KD0724_MARKER: DS = TRIANGULATION STATION DISK
 KD0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0724_STAMPING: A 9 Z 1962
 KD0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0724+STABILITY: SURFACE MOTION
 KD0724
 KD0724  HISTORY     - Date     Condition        Report By
 KD0724  HISTORY     - 1962     MONUMENTED       CGS
 KD0724
 KD0724                          STATION DESCRIPTION
 KD0724
 KD0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0724'3.2 MI S FROM CORDER.
 KD0724'ABOUT 1.45 MILES SOUTH ALONG COUNTY ROAD NO. V FROM THE CORDER
 KD0724'BANK AT CORDER, THENCE 1.75 MILES SOUTHEAST ALONG COUNTY ROAD NO.
 KD0724'AA, AT A LONG CURVE AND A POINT WHERE THE ROAD TURNS SOUTH,
 KD0724'76.5 FEET SOUTHWEST OF THE CENTER OF THE T-JUNCTION OF AN
 KD0724'EAST-WEST ROAD, 84.5 FEET WEST OF THE CENTERLINE OF THE COUNTY
 KD0724'ROAD, 34 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 KD0724'18.4 FEET SOUTHWEST OF A TELEPHONE POLE, 161 FEET NORTHWEST OF
 KD0724'R.M. 2, 106 FEET SOUTHWEST ACROSS THE EAST-WEST ROAD FROM R.M. 1,
 KD0724'AND SET IN THE TOP OF A CONCRETE POST 1.5 FEET BELOW THE SURFACE
 KD0724'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0723 ***********************************************************************
 KD0723  DESIGNATION -  A 9 Z RM 1
 KD0723  PID         -  KD0723
 KD0723  STATE/COUNTY-  MO/LAFAYETTE
 KD0723  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0723
 KD0723                         *CURRENT SURVEY CONTROL
 KD0723  ___________________________________________________________________
 KD0723* NAD 83(1986)-  39 03 25.     (N)    093 38 22.     (W)     SCALED    
 KD0723* NAVD 88     -       255.970  (meters)     839.79   (feet)  ADJUSTED  
 KD0723  ___________________________________________________________________
 KD0723  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD0723  DYNAMIC HT  -         255.806 (meters)     839.26  (feet)  COMP
 KD0723  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 KD0723
 KD0723  VERT ORDER  -  SECOND    CLASS 0
 KD0723
 KD0723.The horizontal coordinates were scaled from a topographic map and have
 KD0723.an estimated accuracy of +/- 6 seconds.
 KD0723
 KD0723.The orthometric height was determined by differential leveling
 KD0723.and adjusted by the National Geodetic Survey in June 1991..
 KD0723
 KD0723.The geoid height was determined by GEOID03.
 KD0723
 KD0723.The dynamic height is computed by dividing the NAVD 88
 KD0723.geopotential number by the normal gravity value computed on the
 KD0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0723.degrees latitude (g = 980.6199 gals.).
 KD0723
 KD0723.The modeled gravity was interpolated from observed gravity values.
 KD0723
 KD0723;                    North         East    Units  Estimated Accuracy
 KD0723;SPC MO W     -   321,120.      924,480.      MT  (+/- 180 meters Scaled)
 KD0723
 KD0723                          SUPERSEDED SURVEY CONTROL
 KD0723
 KD0723  NGVD 29 (??/??/92)  255.878  (m)          839.49   (f) ADJ UNCH    2 0
 KD0723
 KD0723.Superseded values are not recommended for survey control.
 KD0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0723.See file dsdata.txt to determine how the superseded data were derived.
 KD0723
 KD0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD446232(NAD 83)
 KD0723_MARKER: DB = BENCH MARK DISK
 KD0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0723_STAMPING: A 9 Z NO 1 1962
 KD0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0723+STABILITY: SURFACE MOTION
 KD0723
 KD0723  HISTORY     - Date     Condition        Report By
 KD0723  HISTORY     - 1962     MONUMENTED       CGS
 KD0723
 KD0723                          STATION DESCRIPTION
 KD0723
 KD0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0723'3.2 MI S FROM CORDER.
 KD0723'ABOUT 1.45 MILES SOUTH ALONG COUNTY ROAD NO. V FROM THE CORDER
 KD0723'BANK AT CORDER, THENCE 1.75 MILES SOUTHEAST ALONG COUNTY ROAD NO.
 KD0723'AA, 106 FEET EAST-NORTHEAST ACROSS THE ROAD FROM THE STATION
 KD0723'A 9 Z 1962, 24 FEET NORTH OF THE CENTERLINE OF THE ROAD, 10.5
 KD0723'FEET EAST OF THE CENTERLINE OF A TRACK ROAD LEADING INTO A FIELD,
 KD0723'0.9 FOOT NORTH OF A POWER POLE BRACED BY TWO GUY WIRES, ABOUT
 KD0723'3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 KD0723'CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0725 ***********************************************************************
 KD0725  DESIGNATION -  A 9 Z RM 2
 KD0725  PID         -  KD0725
 KD0725  STATE/COUNTY-  MO/LAFAYETTE
 KD0725  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0725
 KD0725                         *CURRENT SURVEY CONTROL
 KD0725  ___________________________________________________________________
 KD0725* NAD 83(1986)-  39 03 25.     (N)    093 38 22.     (W)     SCALED    
 KD0725* NAVD 88     -       253.807  (meters)     832.70   (feet)  ADJUSTED  
 KD0725  ___________________________________________________________________
 KD0725  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD0725  DYNAMIC HT  -         253.645 (meters)     832.17  (feet)  COMP
 KD0725  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 KD0725
 KD0725  VERT ORDER  -  SECOND    CLASS 0
 KD0725
 KD0725.The horizontal coordinates were scaled from a topographic map and have
 KD0725.an estimated accuracy of +/- 6 seconds.
 KD0725
 KD0725.The orthometric height was determined by differential leveling
 KD0725.and adjusted by the National Geodetic Survey in June 1991..
 KD0725
 KD0725.The geoid height was determined by GEOID03.
 KD0725
 KD0725.The dynamic height is computed by dividing the NAVD 88
 KD0725.geopotential number by the normal gravity value computed on the
 KD0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0725.degrees latitude (g = 980.6199 gals.).
 KD0725
 KD0725.The modeled gravity was interpolated from observed gravity values.
 KD0725
 KD0725;                    North         East    Units  Estimated Accuracy
 KD0725;SPC MO W     -   321,120.      924,480.      MT  (+/- 180 meters Scaled)
 KD0725
 KD0725                          SUPERSEDED SURVEY CONTROL
 KD0725
 KD0725  NGVD 29 (??/??/92)  253.71   (m)          832.4    (f) COMPUTED    2 0
 KD0725
 KD0725.Superseded values are not recommended for survey control.
 KD0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0725.See file dsdata.txt to determine how the superseded data were derived.
 KD0725
 KD0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD446232(NAD 83)
 KD0725_MARKER: DR = REFERENCE MARK DISK
 KD0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0725_STAMPING: A 9 Z NO 2 1962
 KD0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0725+STABILITY: SURFACE MOTION
 KD0725
 KD0725  HISTORY     - Date     Condition        Report By
 KD0725  HISTORY     - 1962     MONUMENTED       CGS
 KD0725
 KD0725                          STATION DESCRIPTION
 KD0725
 KD0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0725'3.2 MI S FROM CORDER.
 KD0725'ABOUT 1.45 MILES SOUTH ALONG COUNTY ROAD NO. V FROM THE CORDER
 KD0725'BANK AT CORDER, THENCE 1.75 MILES SOUTHEAST ALONG COUNTY ROAD NO.
 KD0725'AA, 161 FEET SOUTHEAST OF THE STATION A 9 Z 1962, 23 FEET WEST OF
 KD0725'THE CENTERLINE OF A ROAD, 32.5 FEET EAST OF THE CENTERLINE OF
 KD0725'THE COUNTY ROAD, 0.9 FOOT WEST OF A TELEPHONE POLE, ABOUT 2 FEET
 KD0725'ABOVE THE LEVEL OF THE COUNTY ROAD, AND SET IN THE TOP OF A
 KD0725'CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0890 ***********************************************************************
 JE0890  DESIGNATION -  A 95
 JE0890  PID         -  JE0890
 JE0890  STATE/COUNTY-  MO/CASS
 JE0890  USGS QUAD   -  WEST LINE (1981)
 JE0890
 JE0890                         *CURRENT SURVEY CONTROL
 JE0890  ___________________________________________________________________
 JE0890* NAD 83(1986)-  38 38 03.     (N)    094 35 10.     (W)     SCALED    
 JE0890* NAVD 88     -       275.645  (meters)     904.35   (feet)  ADJUSTED  
 JE0890  ___________________________________________________________________
 JE0890  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0890  DYNAMIC HT  -         275.455 (meters)     903.72  (feet)  COMP
 JE0890  MODELED GRAV-     979,930.8   (mgal)                       NAVD 88
 JE0890
 JE0890  VERT ORDER  -  SECOND    CLASS 0
 JE0890
 JE0890.The horizontal coordinates were scaled from a topographic map and have
 JE0890.an estimated accuracy of +/- 6 seconds.
 JE0890
 JE0890.The orthometric height was determined by differential leveling
 JE0890.and adjusted by the National Geodetic Survey in June 1991..
 JE0890
 JE0890.The geoid height was determined by GEOID03.
 JE0890
 JE0890.The dynamic height is computed by dividing the NAVD 88
 JE0890.geopotential number by the normal gravity value computed on the
 JE0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0890.degrees latitude (g = 980.6199 gals.).
 JE0890
 JE0890.The modeled gravity was interpolated from observed gravity values.
 JE0890
 JE0890;                    North         East    Units  Estimated Accuracy
 JE0890;SPC MO W     -   273,840.      842,500.      MT  (+/- 180 meters Scaled)
 JE0890
 JE0890                          SUPERSEDED SURVEY CONTROL
 JE0890
 JE0890  NGVD 29 (??/??/92)  275.493  (m)          903.85   (f) ADJ UNCH    2 0
 JE0890
 JE0890.Superseded values are not recommended for survey control.
 JE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0890.See file dsdata.txt to determine how the superseded data were derived.
 JE0890
 JE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC619773(NAD 83)
 JE0890_MARKER: DB = BENCH MARK DISK
 JE0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0890_STAMPING: A 95 1934
 JE0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0890+STABILITY: SURFACE MOTION
 JE0890
 JE0890  HISTORY     - Date     Condition        Report By
 JE0890  HISTORY     - 1934     MONUMENTED       CGS
 JE0890  HISTORY     - 1953     MARK NOT FOUND   NGS
 JE0890
 JE0890                          STATION DESCRIPTION
 JE0890
 JE0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JE0890'AT WEST LINE.
 JE0890'AT WEST LINE, CASS COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD,
 JE0890'10 RAILS WEST OF THE STATION, AT POLE 311/4, 2 RAILS EAST OF A
 JE0890'CATTLE-LOADING CHUTE, AND 50 FEET SOUTH OF THE TRACK.  A STANDARD
 JE0890'DISK, STAMPED A 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JE0890'NOTE-- RECENT CULTIVATION OF THIS AREA HAS PROBABLY COVERED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0892 ***********************************************************************
 JD0892  DESIGNATION -  A 96
 JD0892  PID         -  JD0892
 JD0892  STATE/COUNTY-  MO/PETTIS
 JD0892  USGS QUAD   -  SEDALIA EAST (1973)
 JD0892
 JD0892                         *CURRENT SURVEY CONTROL
 JD0892  ___________________________________________________________________
 JD0892* NAD 83(1986)-  38 42 13.     (N)    093 13 31.     (W)     SCALED    
 JD0892* NAVD 88     -       280.137  (meters)     919.08   (feet)  POSTED    
 JD0892  ___________________________________________________________________
 JD0892  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0892  DYNAMIC HT  -         279.950 (meters)     918.47  (feet)  COMP
 JD0892  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 JD0892
 JD0892  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JD0892
 JD0892.The horizontal coordinates were scaled from a topographic map and have
 JD0892.an estimated accuracy of +/- 6 seconds.
 JD0892
 JD0892.The orthometric height was determined by differential leveling
 JD0892.and adjusted by the National Geodetic Survey in 1992..
 JD0892.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JD0892.rate greater than 8.0 mm/km.
 JD0892
 JD0892.The geoid height was determined by GEOID03.
 JD0892
 JD0892.The dynamic height is computed by dividing the NAVD 88
 JD0892.geopotential number by the normal gravity value computed on the
 JD0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0892.degrees latitude (g = 980.6199 gals.).
 JD0892
 JD0892.The modeled gravity was interpolated from observed gravity values.
 JD0892
 JD0892;                    North         East    Units  Estimated Accuracy
 JD0892;SPC MO C     -   318,780.      436,910.      MT  (+/- 180 meters Scaled)
 JD0892
 JD0892                          SUPERSEDED SURVEY CONTROL
 JD0892
 JD0892  NGVD 29 (??/??/92)  280.091  (m)          918.93   (f) ADJ UNCH    2 0
 JD0892
 JD0892.Superseded values are not recommended for survey control.
 JD0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0892.See file dsdata.txt to determine how the superseded data were derived.
 JD0892
 JD0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC804839(NAD 83)
 JD0892_MARKER: DB = BENCH MARK DISK
 JD0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0892_STAMPING: A 96 1935
 JD0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0892+STABILITY: SURFACE MOTION
 JD0892
 JD0892  HISTORY     - Date     Condition        Report By
 JD0892  HISTORY     - 1935     MONUMENTED       CGS
 JD0892  HISTORY     - 1938     GOOD             NGS
 JD0892  HISTORY     - 1962     GOOD             NGS
 JD0892
 JD0892                          STATION DESCRIPTION
 JD0892
 JD0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JD0892'AT SEDALIA.
 JD0892'AT SEDALIA, PETTIS COUNTY, ON THE SOUTH SIDE OF EIGHTH STREET.,
 JD0892'115 FEET EAST OF MASSACHUSETTS AVENUE, AT SMITH COTTON HIGH SCHOOL,
 JD0892'IN LINE WITH THE CENTER OF THE ENTRANCE, AND 2 FEET SOUTH OF THE
 JD0892'SOUTH SIDEWALK OF EIGHTH STREET.  A STANDARD DISK, STAMPED
 JD0892'A 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JD0892
 JD0892                          STATION RECOVERY (1962)
 JD0892
 JD0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0713 ***********************************************************************
 JD0713  DESIGNATION -  A 97
 JD0713  PID         -  JD0713
 JD0713  STATE/COUNTY-  MO/SALINE
 JD0713  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0713
 JD0713                         *CURRENT SURVEY CONTROL
 JD0713  ___________________________________________________________________
 JD0713* NAD 83(1986)-  38 58 35.     (N)    093 24 51.     (W)     SCALED    
 JD0713* NAVD 88     -       220.882  (meters)     724.68   (feet)  ADJUSTED  
 JD0713  ___________________________________________________________________
 JD0713  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0713  DYNAMIC HT  -         220.741 (meters)     724.21  (feet)  COMP
 JD0713  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 JD0713
 JD0713  VERT ORDER  -  FIRST     CLASS II
 JD0713
 JD0713.The horizontal coordinates were scaled from a topographic map and have
 JD0713.an estimated accuracy of +/- 6 seconds.
 JD0713
 JD0713.The orthometric height was determined by differential leveling
 JD0713.and adjusted by the National Geodetic Survey in June 1991..
 JD0713.WARNING-Repeat measurements at this control monument indicate possible
 JD0713.vertical movement.
 JD0713
 JD0713.The geoid height was determined by GEOID03.
 JD0713
 JD0713.The dynamic height is computed by dividing the NAVD 88
 JD0713.geopotential number by the normal gravity value computed on the
 JD0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0713.degrees latitude (g = 980.6199 gals.).
 JD0713
 JD0713.The modeled gravity was interpolated from observed gravity values.
 JD0713
 JD0713;                    North         East    Units  Estimated Accuracy
 JD0713;SPC MO C     -   349,210.      420,790.      MT  (+/- 180 meters Scaled)
 JD0713
 JD0713                          SUPERSEDED SURVEY CONTROL
 JD0713
 JD0713  NGVD 29 (??/??/92)  220.794  (m)          724.39   (f) ADJ UNCH    1 2
 JD0713
 JD0713.Superseded values are not recommended for survey control.
 JD0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0713.See file dsdata.txt to determine how the superseded data were derived.
 JD0713
 JD0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD641142(NAD 83)
 JD0713_MARKER: DB = BENCH MARK DISK
 JD0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0713_STAMPING: A 97 1935
 JD0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0713+STABILITY: SURFACE MOTION
 JD0713
 JD0713  HISTORY     - Date     Condition        Report By
 JD0713  HISTORY     - 1935     MONUMENTED       CGS
 JD0713  HISTORY     - 1962     GOOD             NGS
 JD0713  HISTORY     - 1972     MARK NOT FOUND   USGS
 JD0713
 JD0713                          STATION DESCRIPTION
 JD0713
 JD0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0713'0.8 MI N FROM SWEET SPRINGS.
 JD0713'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0713'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 0.05 MILE
 JD0713'EAST ALONG INTERSTATE 70, ACROSS THE ROAD FROM THE PHILLIPS
 JD0713'66 MOTEL, 43 FEET NORTH OF THE CENTERLINE OF OLD HIGHWAY 40,
 JD0713'1 FOOT FROM WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 JD0713'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD0713
 JD0713                          STATION RECOVERY (1972)
 JD0713
 JD0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JD0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0109 ***********************************************************************
 KE0109  DESIGNATION -  AA 218
 KE0109  PID         -  KE0109
 KE0109  STATE/COUNTY-  MO/JACKSON
 KE0109  USGS QUAD   -  INDEPENDENCE (1990)
 KE0109
 KE0109                         *CURRENT SURVEY CONTROL
 KE0109  ___________________________________________________________________
 KE0109* NAD 83(1986)-  39 07 04.     (N)    094 29 31.     (W)     SCALED    
 KE0109* NAVD 88     -       226.453  (meters)     742.95   (feet)  ADJUSTED  
 KE0109  ___________________________________________________________________
 KE0109  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0109  DYNAMIC HT  -         226.309 (meters)     742.48  (feet)  COMP
 KE0109  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 KE0109
 KE0109  VERT ORDER  -  FIRST     CLASS II
 KE0109
 KE0109.The horizontal coordinates were scaled from a topographic map and have
 KE0109.an estimated accuracy of +/- 6 seconds.
 KE0109
 KE0109.The orthometric height was determined by differential leveling
 KE0109.and adjusted by the National Geodetic Survey in June 1991..
 KE0109
 KE0109.The geoid height was determined by GEOID03.
 KE0109
 KE0109.The dynamic height is computed by dividing the NAVD 88
 KE0109.geopotential number by the normal gravity value computed on the
 KE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0109.degrees latitude (g = 980.6199 gals.).
 KE0109
 KE0109.The modeled gravity was interpolated from observed gravity values.
 KE0109
 KE0109;                    North         East    Units  Estimated Accuracy
 KE0109;SPC MO W     -   327,520.      850,700.      MT  (+/- 180 meters Scaled)
 KE0109
 KE0109                          SUPERSEDED SURVEY CONTROL
 KE0109
 KE0109  NGVD 29 (??/??/92)  226.375  (m)          742.70   (f) ADJ UNCH    1 2
 KE0109
 KE0109.Superseded values are not recommended for survey control.
 KE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0109.See file dsdata.txt to determine how the superseded data were derived.
 KE0109
 KE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD710309(NAD 83)
 KE0109_MARKER: DB = BENCH MARK DISK
 KE0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0109_SP_SET: BRIDGE
 KE0109_STAMPING: AA 218 1948
 KE0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0109
 KE0109  HISTORY     - Date     Condition        Report By
 KE0109  HISTORY     - 1948     MONUMENTED       CGS
 KE0109  HISTORY     - 1960     GOOD             NGS
 KE0109  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0109
 KE0109                          STATION DESCRIPTION
 KE0109
 KE0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0109'AT KANSAS CITY.
 KE0109'AT KANSAS CITY, ABOUT 7.5 MILES EAST OF THE EAST END OF THE
 KE0109'UNDERPASS OF THE INTERCITY VIADUCT, AT MISSOURI PACIFIC RAILWAY
 KE0109'BRIDGE 69 OVER THE BIG BLUE RIVER, SET IN THE TOP OF THE SOUTH
 KE0109'END OF THE STONE BRIDGE SEAT FOR THE EAST STONE ABUTMENT,
 KE0109'1.7 FEET NORTH OF THE SOUTH EDGE OF THE BRIDGE SEAT, 2.5 FEET
 KE0109'EAST OF THE WEST END OF THE BRIDGE SEAT, 1.3 FEET SOUTH OF
 KE0109'THE SOUTH FACE OF THE STONE WINGWALL, 6.2 FEET SOUTH OF THE
 KE0109'SOUTH RAIL OF THE MOST SOUTHERLY TRACK, 7.0 FEET BELOW THE
 KE0109'SURFACE OF THE RAILS.
 KE0109
 KE0109                          STATION RECOVERY (1960)
 KE0109
 KE0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0109'RECOVERED IN GOOD CONDITION.
 KE0109
 KE0109                          STATION RECOVERY (1986)
 KE0109
 KE0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0219 ***********************************************************************
 GG0219  DESIGNATION -  AA 47
 GG0219  PID         -  GG0219
 GG0219  STATE/COUNTY-  MO/MCDONALD
 GG0219  USGS QUAD   -  COLCORD NE (1971)
 GG0219
 GG0219                         *CURRENT SURVEY CONTROL
 GG0219  ___________________________________________________________________
 GG0219* NAD 83(1986)-  36 29 58.     (N)    094 35 45.     (W)     SCALED    
 GG0219* NAVD 88     -       286.763  (meters)     940.82   (feet)  ADJUSTED  
 GG0219  ___________________________________________________________________
 GG0219  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 GG0219  DYNAMIC HT  -         286.518 (meters)     940.02  (feet)  COMP
 GG0219  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 GG0219
 GG0219  VERT ORDER  -  SECOND    CLASS 0
 GG0219
 GG0219.The horizontal coordinates were scaled from a topographic map and have
 GG0219.an estimated accuracy of +/- 6 seconds.
 GG0219
 GG0219.The orthometric height was determined by differential leveling
 GG0219.and adjusted by the National Geodetic Survey in June 1991..
 GG0219
 GG0219.The geoid height was determined by GEOID03.
 GG0219
 GG0219.The dynamic height is computed by dividing the NAVD 88
 GG0219.geopotential number by the normal gravity value computed on the
 GG0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0219.degrees latitude (g = 980.6199 gals.).
 GG0219
 GG0219.The modeled gravity was interpolated from observed gravity values.
 GG0219
 GG0219;                    North         East    Units  Estimated Accuracy
 GG0219;SPC MO W     -    36,930.      841,420.      MT  (+/- 180 meters Scaled)
 GG0219
 GG0219                          SUPERSEDED SURVEY CONTROL
 GG0219
 GG0219  NGVD 29 (??/??/92)  286.650  (m)          940.45   (f) ADJ UNCH    2 0
 GG0219
 GG0219.Superseded values are not recommended for survey control.
 GG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0219.See file dsdata.txt to determine how the superseded data were derived.
 GG0219
 GG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA570405(NAD 83)
 GG0219_MARKER: DB = BENCH MARK DISK
 GG0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0219_STAMPING: AA 47 1934
 GG0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0219+STABILITY: SURFACE MOTION
 GG0219
 GG0219  HISTORY     - Date     Condition        Report By
 GG0219  HISTORY     - 1934     MONUMENTED       CGS
 GG0219  HISTORY     - 20060308 MARK NOT FOUND   MODNR
 GG0219
 GG0219                          STATION DESCRIPTION
 GG0219
 GG0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0219'1.2 MI E FROM SOUTHWEST CITY.
 GG0219'1.2 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0219'THE STATION AT SOUTHWEST CITY, MC DONALD COUNTY, 3 POLES WEST
 GG0219'OF THE FIFTEENTH POLE WEST OF MILEPOST 365, 20 FEET NORTHWEST
 GG0219'OF AN ARKANSAS-MISSOURI STATE-LINE MARKER, 400 FEET EAST OF A
 GG0219'FARMHOUSE, AND 25 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 GG0219'STAMPED AA 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0219
 GG0219                          STATION RECOVERY (2006)
 GG0219
 GG0219'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0617 ***********************************************************************
 HC0617  DESIGNATION -  ABBOTT
 HC0617  PID         -  HC0617
 HC0617  STATE/COUNTY-  MO/PHELPS
 HC0617  USGS QUAD   -  ROLLA (1992)
 HC0617
 HC0617                         *CURRENT SURVEY CONTROL
 HC0617  ___________________________________________________________________
 HC0617* NAD 83(1997)-  37 53 51.89638(N)    091 47 04.44315(W)     ADJUSTED  
 HC0617* NAVD 88     -       333.183  (meters)    1093.12   (feet)  ADJUSTED  
 HC0617  ___________________________________________________________________
 HC0617  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 HC0617  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HC0617  DYNAMIC HT  -         332.936 (meters)    1092.31  (feet)  COMP
 HC0617  MODELED GRAV-     979,880.4   (mgal)                       NAVD 88
 HC0617
 HC0617  HORZ ORDER  -  SECOND
 HC0617  VERT ORDER  -  FIRST     CLASS II
 HC0617
 HC0617.The horizontal coordinates were established by classical geodetic methods
 HC0617.and adjusted by the National Geodetic Survey in February 2000..
 HC0617
 HC0617.The orthometric height was determined by differential leveling
 HC0617.and adjusted by the National Geodetic Survey in June 1991..
 HC0617.WARNING-Repeat measurements at this control monument indicate possible
 HC0617.vertical movement.
 HC0617
 HC0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0617
 HC0617.The geoid height was determined by GEOID03.
 HC0617
 HC0617.The dynamic height is computed by dividing the NAVD 88
 HC0617.geopotential number by the normal gravity value computed on the
 HC0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0617.degrees latitude (g = 980.6199 gals.).
 HC0617
 HC0617.The modeled gravity was interpolated from observed gravity values.
 HC0617
 HC0617;                    North         East     Units Scale Factor Converg.
 HC0617;SPC MO C     -   229,324.893   562,921.553   MT  0.99998208   +0 26 22.1
 HC0617;SPC MO E     -   229,861.597   137,021.979   MT  1.00009049   -0 47 20.9
 HC0617;UTM  15      - 4,195,166.439   606,861.706   MT  0.99974065   +0 44 48.0
 HC0617
 HC0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0617!SPC MO C     -   0.99995253  x   0.99998208  =   0.99993461
 HC0617!SPC MO E     -   0.99995253  x   1.00009049  =   1.00004302
 HC0617!UTM  15      -   0.99995253  x   0.99974065  =   0.99969320
 HC0617
 HC0617|---------------------------------------------------------------------|
 HC0617| PID    Reference Object                     Distance      Geod. Az  |
 HC0617|                                                           dddmmss.s |
 HC0617| HC0618 ABBOTT RM 1                          10.787 METERS 02101     |
 HC0617| HC0619 ABBOTT RM 2                          14.338 METERS 15722     |
 HC0617| HC0616 ABBOTT AZ MK                                       1610846.6 |
 HC0617|---------------------------------------------------------------------|
 HC0617
 HC0617                          SUPERSEDED SURVEY CONTROL
 HC0617
 HC0617  NAD 83(1986)-  37 53 51.91141(N)    091 47 04.43932(W) AD(       ) 2
 HC0617  NAD 27      -  37 53 51.76000(N)    091 47 03.86700(W) AD(       ) 2
 HC0617  NGVD 29 (10/05/93)  333.133  (m)         1092.95   (f) ADJUSTED    1 2
 HC0617
 HC0617.Superseded values are not recommended for survey control.
 HC0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0617.See file dsdata.txt to determine how the superseded data were derived.
 HC0617
 HC0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0686295166(NAD 83)
 HC0617_MARKER: DS = TRIANGULATION STATION DISK
 HC0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0617_SP_SET: CONCRETE POST
 HC0617_STAMPING: ABBOTT 1946
 HC0617_MARK LOGO: CGS   
 HC0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0617+STABILITY: SURFACE MOTION
 HC0617
 HC0617  HISTORY     - Date     Condition        Report By
 HC0617  HISTORY     - 1946     MONUMENTED       CGS
 HC0617  HISTORY     - 1949     GOOD             NGS
 HC0617  HISTORY     - 1967     GOOD             CGS
 HC0617  HISTORY     - 19890718 GOOD             NGS
 HC0617
 HC0617                          STATION DESCRIPTION
 HC0617
 HC0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HC0617'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF ROLLA ON
 HC0617'THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 63 NORTH OF ABBOTT CREEK.
 HC0617'IT IS 53 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 63,
 HC0617'4 FEET EAST OF A FENCE LINE AND 7 FEET NORTH OF A WITNESS POST.
 HC0617'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ABBOTT
 HC0617'1946.
 HC0617'
 HC0617'REFERENCE MARK NO. 1 IS 35.39 FEET NORTHEAST OF THE STATION.
 HC0617'IT IS 39 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 63
 HC0617'AND 18 FEET EAST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES
 HC0617'AND THE DISK IS STAMPED ABBOTT NO 1 1946.
 HC0617'
 HC0617'REFERENCE MARK NO. 2 IS 47.04 FEET SOUTH OF THE STATION.
 HC0617'IT IS 37 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 63 AND
 HC0617'19 FEET EAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 HC0617'AND THE DISK IS STAMPED ABBOTT NO 2 1946.
 HC0617'
 HC0617'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION.  IT IS
 HC0617'LOCATED JUST EAST OF A GRAVELED ROAD BEARING TO THE RIGHT
 HC0617'FROM U.S. HIGHWAY 63.  IT IS 47 FEET EAST OF THE CENTERLINE
 HC0617'OF U.S. HIGHWAY 63, 14 FEET NORTH OF A TELEPHONE POLE,
 HC0617'3-1/2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A
 HC0617'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HC0617'STAMPED ABBOTT 1946.
 HC0617'
 HC0617'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HC0617'63 AND 66 IN THE WEST EDGE OF ROLLA, GO SOUTHERLY ON U.S.
 HC0617'HIGHWAY 63 FOR 3.75 MILES TO THE STATION ON THE RIGHT WHERE
 HC0617'HIGHWAY CURVES TO THE LEFT THROUGH A LIMESTONE CUT.
 HC0617'
 HC0617'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 HC0617'ON U.S. HIGHWAY 63 FOR 0.25 MILE TO A GRAVELED ROAD BEARING TO
 HC0617'THE RIGHT AND THE MARK AS DESCRIBED.
 HC0617'
 HC0617'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HC0617
 HC0617                          STATION RECOVERY (1949)
 HC0617
 HC0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 HC0617'3.6 MI S FROM ROLLA.
 HC0617'ABOUT 3.65 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 HC0617'U.S. HIGHWAY 66 IN WEST ROLLA, ABOUT 68 YARDS NORTHWEST OF THE
 HC0617'SOUTHEAST END OF A ROCKY CUT, 53 FEET WEST OF THE CENTER LINE OF
 HC0617'U.S. HIGHWAY 63, 47 FEET NORTHWEST OF ABBOTT RM NO 2, 35 FEET
 HC0617'SOUTH OF ABBOTT RM NO 1, 3.5 FEET EAST OF THE R/W FENCE, 7 FEET
 HC0617'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 10 FEET ABOVE THE
 HC0617'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HC0617'PROJECTING 3 INCHES.
 HC0617
 HC0617                          STATION RECOVERY (1967)
 HC0617
 HC0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HC0617'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HC0617'CONDITION.  THE AZIMUTH MARK IS NEAR THE SOUTHWEST CORNER OF THE
 HC0617'FRONT YARD AT A HOUSE BUILT FROM IMITATION LOGS, 14 FEET
 HC0617'NORTH-NORTHWEST OF A FENCE CORNER AND 12 FEET NORTH OF A TELEPHONE
 HC0617'POLE.  THE MARK IS FLUSH.
 HC0617'
 HC0617'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 HC0617'RECOVERY.
 HC0617'
 HC0617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5 MILES
 HC0617'SOUTH OF ROLLA.
 HC0617
 HC0617                          STATION RECOVERY (1989)
 HC0617
 HC0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0617'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.3 KM (5.15
 HC0617'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 HC0617'INTERSTATE HIGHWAY 44 IN ROLLA.  DELETE--3.5 FT E OF R/W FENCE, AND
 HC0617'7.0 FT N OF A WHITE WOODEN WITNESS POST.  ADD--0.6 M (2.0 FT) EAST OF
 HC0617'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0616 ***********************************************************************
 HC0616  DESIGNATION -  ABBOTT AZ MK
 HC0616  PID         -  HC0616
 HC0616  STATE/COUNTY-  MO/PHELPS
 HC0616  USGS QUAD   -  ROLLA (1992)
 HC0616
 HC0616                         *CURRENT SURVEY CONTROL
 HC0616  ___________________________________________________________________
 HC0616* NAD 83(1986)-  37 53 41.     (N)    091 47 00.     (W)     SCALED    
 HC0616* NAVD 88     -       318.459  (meters)    1044.81   (feet)  ADJUSTED  
 HC0616  ___________________________________________________________________
 HC0616  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HC0616  DYNAMIC HT  -         318.223 (meters)    1044.04  (feet)  COMP
 HC0616  MODELED GRAV-     979,880.0   (mgal)                       NAVD 88
 HC0616
 HC0616  VERT ORDER  -  FIRST     CLASS II
 HC0616
 HC0616.The horizontal coordinates were scaled from a topographic map and have
 HC0616.an estimated accuracy of +/- 6 seconds.
 HC0616
 HC0616.The orthometric height was determined by differential leveling
 HC0616.and adjusted by the National Geodetic Survey in June 1991..
 HC0616
 HC0616.The geoid height was determined by GEOID03.
 HC0616
 HC0616.The dynamic height is computed by dividing the NAVD 88
 HC0616.geopotential number by the normal gravity value computed on the
 HC0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0616.degrees latitude (g = 980.6199 gals.).
 HC0616
 HC0616.The modeled gravity was interpolated from observed gravity values.
 HC0616
 HC0616;                    North         East    Units  Estimated Accuracy
 HC0616;SPC MO C     -   228,990.      563,030.      MT  (+/- 180 meters Scaled)
 HC0616
 HC0616                          SUPERSEDED SURVEY CONTROL
 HC0616
 HC0616  NGVD 29 (10/05/93)  318.408  (m)         1044.64   (f) ADJUSTED    1 2
 HC0616
 HC0616.Superseded values are not recommended for survey control.
 HC0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0616.See file dsdata.txt to determine how the superseded data were derived.
 HC0616
 HC0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB069948(NAD 83)
 HC0616_MARKER: DZ = AZIMUTH MARK DISK
 HC0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0616_SP_SET: CONCRETE POST
 HC0616_STAMPING: ABBOTT 1946
 HC0616_MARK LOGO: CGS   
 HC0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0616+STABILITY: SURFACE MOTION
 HC0616
 HC0616  HISTORY     - Date     Condition        Report By
 HC0616  HISTORY     - 1946     MONUMENTED       CGS
 HC0616  HISTORY     - 1949     GOOD             NGS
 HC0616  HISTORY     - 19890718 GOOD             NGS
 HC0616
 HC0616                          STATION DESCRIPTION
 HC0616
 HC0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HC0616'3.8 MI S FROM ROLLA.
 HC0616'ABOUT 3.8 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION
 HC0616'OF U.S. HIGHWAY 66 IN WEST ROLLA, ABOUT 1.3 MILES NORTH ALONG
 HC0616'U.S. HIGHWAY 63 FROM THE BRIDGE OVER BEAVER CREEK, AT THE Y
 HC0616'JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 87 FEET EAST OF THE
 HC0616'CENTER OF THE JUNCTION, 47 FEET NORTHEAST OF THE CENTER LINE OF
 HC0616'THE HIGHWAY, 14 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 HC0616'SOUTHWEST OF THE R/W FENCE, 3 FEET SOUTH OF A WHITE WOODEN
 HC0616'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 HC0616'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HC0616
 HC0616                          STATION RECOVERY (1989)
 HC0616
 HC0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0616'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.6 KM (5.35
 HC0616'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 HC0616'INTERSTATE HIGHWAY 44 IN ROLLA.  DELETE--14.0 FT NW OF A TELEPHONE
 HC0616'POLE, 2.0 FT SW OF THE R/W FENCE, AND 3.0 FT S OF A WHITE WOODEN
 HC0616'WITNESS POST.  ADD--43.7 M (143.4 FT) SOUTH OF THE CENTER OF A
 HC0616'DRIVEWAY, AND 4.3 M (14.1 FT) NORTH-NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0618 ***********************************************************************
 HC0618  DESIGNATION -  ABBOTT RM 1
 HC0618  PID         -  HC0618
 HC0618  STATE/COUNTY-  MO/PHELPS
 HC0618  USGS QUAD   -  ROLLA (1992)
 HC0618
 HC0618                         *CURRENT SURVEY CONTROL
 HC0618  ___________________________________________________________________
 HC0618* NAD 83(1986)-  37 53 51.     (N)    091 47 04.     (W)     SCALED    
 HC0618* NAVD 88     -       333.587  (meters)    1094.44   (feet)  ADJUSTED  
 HC0618  ___________________________________________________________________
 HC0618  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HC0618  DYNAMIC HT  -         333.340 (meters)    1093.63  (feet)  COMP
 HC0618  MODELED GRAV-     979,880.4   (mgal)                       NAVD 88
 HC0618
 HC0618  VERT ORDER  -  FIRST     CLASS II
 HC0618
 HC0618.The horizontal coordinates were scaled from a topographic map and have
 HC0618.an estimated accuracy of +/- 6 seconds.
 HC0618
 HC0618.The orthometric height was determined by differential leveling
 HC0618.and adjusted by the National Geodetic Survey in June 1991..
 HC0618
 HC0618.The geoid height was determined by GEOID03.
 HC0618
 HC0618.The dynamic height is computed by dividing the NAVD 88
 HC0618.geopotential number by the normal gravity value computed on the
 HC0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0618.degrees latitude (g = 980.6199 gals.).
 HC0618
 HC0618.The modeled gravity was interpolated from observed gravity values.
 HC0618
 HC0618;                    North         East    Units  Estimated Accuracy
 HC0618;SPC MO C     -   229,300.      562,930.      MT  (+/- 180 meters Scaled)
 HC0618
 HC0618                          SUPERSEDED SURVEY CONTROL
 HC0618
 HC0618  NGVD 29 (??/??/92)  333.538  (m)         1094.28   (f) ADJ UNCH    1 2
 HC0618
 HC0618.Superseded values are not recommended for survey control.
 HC0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0618.See file dsdata.txt to determine how the superseded data were derived.
 HC0618
 HC0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB068951(NAD 83)
 HC0618_MARKER: DR = REFERENCE MARK DISK
 HC0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0618_SP_SET: CONCRETE POST
 HC0618_STAMPING: ABBOTT NO 1 1946
 HC0618_MARK LOGO: CGS   
 HC0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0618+STABILITY: SURFACE MOTION
 HC0618
 HC0618  HISTORY     - Date     Condition        Report By
 HC0618  HISTORY     - 1946     MONUMENTED       CGS
 HC0618  HISTORY     - 1949     GOOD             NGS
 HC0618  HISTORY     - 19860816 GOOD             NGS
 HC0618
 HC0618                          STATION DESCRIPTION
 HC0618
 HC0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HC0618'3.6 MI S FROM ROLLA.
 HC0618'ABOUT 3.65 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION
 HC0618'OF U.S. HIGHWAY 66 IN WEST ROLLA, ON THE TOP OF A ROCK CUT AND
 HC0618'AT THE OUTSIDE OF A CURVE IN THE HIGHWAY, 77 FEET NORTH-NORTHWEST
 HC0618'OF ABBOTT RM NO 2, 39 FEET WEST OF THE CENTER LINE OF THE
 HC0618'HIGHWAY, 18 FEET EAST OF THE R/W FENCE, 2 FEET NORTH OF A WHITE
 HC0618'WOODEN WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 HC0618'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HC0618'INCHES.
 HC0618
 HC0618                          STATION RECOVERY (1986)
 HC0618
 HC0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HC0618'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.3 KM (5.15
 HC0618'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 HC0618'INTERSTATE HIGHWAY 44 IN ROLLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0619 ***********************************************************************
 HC0619  DESIGNATION -  ABBOTT RM 2
 HC0619  PID         -  HC0619
 HC0619  STATE/COUNTY-  MO/PHELPS
 HC0619  USGS QUAD   -  ROLLA (1992)
 HC0619
 HC0619                         *CURRENT SURVEY CONTROL
 HC0619  ___________________________________________________________________
 HC0619* NAD 83(1986)-  37 53 51.     (N)    091 47 04.     (W)     SCALED    
 HC0619* NAVD 88     -       333.032  (meters)    1092.62   (feet)  ADJUSTED  
 HC0619  ___________________________________________________________________
 HC0619  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HC0619  DYNAMIC HT  -         332.786 (meters)    1091.82  (feet)  COMP
 HC0619  MODELED GRAV-     979,880.4   (mgal)                       NAVD 88
 HC0619
 HC0619  VERT ORDER  -  FIRST     CLASS II
 HC0619
 HC0619.The horizontal coordinates were scaled from a topographic map and have
 HC0619.an estimated accuracy of +/- 6 seconds.
 HC0619
 HC0619.The orthometric height was determined by differential leveling
 HC0619.and adjusted by the National Geodetic Survey in June 1991..
 HC0619
 HC0619.The geoid height was determined by GEOID03.
 HC0619
 HC0619.The dynamic height is computed by dividing the NAVD 88
 HC0619.geopotential number by the normal gravity value computed on the
 HC0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0619.degrees latitude (g = 980.6199 gals.).
 HC0619
 HC0619.The modeled gravity was interpolated from observed gravity values.
 HC0619
 HC0619;                    North         East    Units  Estimated Accuracy
 HC0619;SPC MO C     -   229,300.      562,930.      MT  (+/- 180 meters Scaled)
 HC0619
 HC0619                          SUPERSEDED SURVEY CONTROL
 HC0619
 HC0619  NGVD 29 (??/??/92)  332.983  (m)         1092.46   (f) ADJ UNCH    1 2
 HC0619
 HC0619.Superseded values are not recommended for survey control.
 HC0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0619.See file dsdata.txt to determine how the superseded data were derived.
 HC0619
 HC0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB068951(NAD 83)
 HC0619_MARKER: DR = REFERENCE MARK DISK
 HC0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0619_SP_SET: CONCRETE POST
 HC0619_STAMPING: ABBOTT NO 2 1946
 HC0619_MARK LOGO: CGS   
 HC0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0619+STABILITY: SURFACE MOTION
 HC0619
 HC0619  HISTORY     - Date     Condition        Report By
 HC0619  HISTORY     - 1946     MONUMENTED       CGS
 HC0619  HISTORY     - 1949     GOOD             NGS
 HC0619  HISTORY     - 19890816 GOOD             NGS
 HC0619
 HC0619                          STATION DESCRIPTION
 HC0619
 HC0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HC0619'3.6 MI S FROM ROLLA.
 HC0619'ABOUT 3.65 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION
 HC0619'OF U.S. HIGHWAY 66 IN WEST ROLLA, ON THE TOP OF A ROCK CUT AND
 HC0619'AT THE OUTSIDE OF A CURVE, 77 FEET SOUTH OF ABBOTT RM NO 1, ABOUT
 HC0619'54 YARDS NORTHWEST OF THE SOUTH END OF ROCKY CUT, 47 FEET
 HC0619'SOUTHEAST OF ABBOTT STA, 38 FEET WEST OF THE CENTER LINE OF
 HC0619'THE HIGHWAY, 19 FEET EAST OF THE R/W FENCE, 1.5 FEET SOUTH OF A
 HC0619'WHITE WOODEN WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 HC0619'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HC0619'GROUND.
 HC0619
 HC0619                          STATION RECOVERY (1989)
 HC0619
 HC0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0619'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.3 KM (5.15
 HC0619'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 HC0619'INTERSTATE HIGHWAY 44 IN ROLLA.  DELETE--19.0 FEET EAST OF THE
 HC0619'RIGHT-OF-WAY FENCE, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 HC0619'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1923 ***********************************************************************
 JE1923  DESIGNATION -  ACKERMAN
 JE1923  PID         -  JE1923
 JE1923  STATE/COUNTY-  MO/BATES
 JE1923  USGS QUAD   -  HUME (1991)
 JE1923
 JE1923                         *CURRENT SURVEY CONTROL
 JE1923  ___________________________________________________________________
 JE1923* NAD 83(1997)-  38 05 17.01053(N)    094 36 32.83918(W)     ADJUSTED  
 JE1923* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 JE1923  ___________________________________________________________________
 JE1923  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 JE1923  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE1923
 JE1923  HORZ ORDER  -  FIRST
 JE1923
 JE1923.The horizontal coordinates were established by classical geodetic methods
 JE1923.and adjusted by the National Geodetic Survey in February 2000..
 JE1923
 JE1923.The orthometric height was scaled from a topographic map.
 JE1923
 JE1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1923
 JE1923.The geoid height was determined by GEOID03.
 JE1923
 JE1923;                    North         East     Units Scale Factor Converg.
 JE1923;SPC MO W     -   213,229.259   840,427.580   MT  0.99994230   -0 04 02.3
 JE1923;SPC KS S     -   564,874.488   741,216.911   MT  0.99994033   +2 23 27.8
 JE1923;UTM  15      - 4,216,807.895   358,888.010   MT  0.99984525   -0 59 34.0
 JE1923
 JE1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1923!SPC MO W     -   0.99996088  x   0.99994230  =   0.99990318
 JE1923!SPC KS S     -   0.99996088  x   0.99994033  =   0.99990121
 JE1923!UTM  15      -   0.99996088  x   0.99984525  =   0.99980613
 JE1923
 JE1923|---------------------------------------------------------------------|
 JE1923| PID    Reference Object                     Distance      Geod. Az  |
 JE1923|                                                           dddmmss.s |
 JE1923| CN5515 ACKERMAN RM 1                        36.073 METERS 00417     |
 JE1923| CN5516 ACKERMAN RM 2                        37.658 METERS 26041     |
 JE1923| CN5514 ACKERMAN AZ MK                                     3033030.8 |
 JE1923|---------------------------------------------------------------------|
 JE1923
 JE1923                          SUPERSEDED SURVEY CONTROL
 JE1923
 JE1923  NAD 83(1997)-  38 05 17.01059(N)    094 36 32.83918(W) AD(       ) 1
 JE1923  NAD 83(1997)-  38 05 17.01881(N)    094 36 32.83710(W) AD(       ) 1
 JE1923  NAD 83(1986)-  38 05 17.01909(N)    094 36 32.83535(W) AD(       ) 1
 JE1923  NAD 27      -  38 05 16.90400(N)    094 36 32.00200(W) AD(       ) 1
 JE1923
 JE1923.Superseded values are not recommended for survey control.
 JE1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1923.See file dsdata.txt to determine how the superseded data were derived.
 JE1923
 JE1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC5888816808(NAD 83)
 JE1923_MARKER: DS = TRIANGULATION STATION DISK
 JE1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1923
 JE1923  HISTORY     - Date     Condition        Report By
 JE1923  HISTORY     - 1934     MONUMENTED       CGS
 JE1923  HISTORY     - 1948     GOOD             CGS
 JE1923  HISTORY     - 1965     GOOD             CGS
 JE1923  HISTORY     - 19880606 MARK NOT FOUND   USPSQD
 JE1923
 JE1923                          STATION DESCRIPTION
 JE1923
 JE1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1923'THIS STATION IS ABOUT 1 MILE W OF HUME, MISSOURI, 12 MILES S OF
 JE1923'AMORET, MISSOURI, AND 5 MILES E OF PRESCOTT, KANSAS IN THE
 JE1923'NW 1/4 SEC. 18, T 38 N, R 33 W, ON LAND OWNED BY R.A. ACKERMAN
 JE1923'AND OCCUPIED BY F.K. WOOD.
 JE1923'
 JE1923'THE STATION MARK IS 11 FEET W OF THE FENCE LINE BETWEEN BARN
 JE1923'LOT AND FRONT YARD OF HOUSE, AT THE E EDGE OF THE YARD, 57 FEET
 JE1923'S OF S GATE POST IN SAME FENCE, 50 FEET NNE OF NE CORNER OF
 JE1923'SHED, 96 FEET ENE OF NE FENCE CORNER OF FENCE AROUND HOUSE,
 JE1923'105 FEET NE OF NE CORNER OF HOUSE.  THE MARK IS FLUSH WITH THE
 JE1923'GROUND.
 JE1923'
 JE1923'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 JE1923'STANDARD BRONZE DISKS SET IN CONCRETE.
 JE1923'
 JE1923'REFERENCE MARK NO. 1 IS N OF THE STATION, 15 FEET W OF THE CENTER
 JE1923'LINE OF FARM DRIVE, 1 FOOT W OF FENCE LINE AT E EDGE OF YARD,
 JE1923'48 FEET N OF N GATE POST IN SAME FENCE.  THE MARK IS FLUSH WITH
 JE1923'THE GROUND.
 JE1923'
 JE1923'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT N OF FENCE
 JE1923'AROUND HOUSE, 20 FEET E OF GATE POST, 43 FEET N OF NE CORNER
 JE1923'OF HOUSE.
 JE1923'
 JE1923'THE MARK IS FLUSH WITH THE GROUND.  THE DISTANCE BETWEEN THE
 JE1923'REFERENCE MARKS IS 190.12 FEET.
 JE1923'
 JE1923'THE AZIMUTH MARK IS NW OF THE STATION, ON E RIGHT-OF-WAY FENCE
 JE1923'LINE OF STATE LINE ROAD, 27 FEET E OF CENTER LINE OF ROAD,
 JE1923'0.1 MILE N OF T-INTERSECTION.  THE MARK PROJECTS 3 INCHES.
 JE1923'
 JE1923'TO REACH THE STATION FROM PRESCOTT, KANSAS GO E ON GRAVEL AND
 JE1923'DIRT ROAD 4.5 MILES TO T-INTERSECTION WITH STATE LINE ROAD, THENCE
 JE1923'N ON STATE LINE ROAD 1.7 MILES TO T-INTERSECTION WITH DIRT ROAD
 JE1923'LEADING E TO HUME, MISSOURI, THENCE E ON THIS ROAD 0.2 MILE TO
 JE1923'FARMHOUSE AND STATION ON S.
 JE1923'
 JE1923'TO REACH THE STATION FROM HUME, MISSOURI, FROM SW CORNER OF
 JE1923'SQUARE GO S 0.1 MILE TO T-INTERSECTION, THENCE W 1.4 MILES TO
 JE1923'FARMHOUSE AND STATION ON S.
 JE1923'
 JE1923'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 JE1923
 JE1923                          STATION RECOVERY (1948)
 JE1923
 JE1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1923'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 JE1923'THE AZIMUTH MARK AND REFERENCE MARKS WERE NOT OBSERVED, A
 JE1923'LOADING PLATFORM HAD BEEN BUILT OVER THE MARK AND THE STATION
 JE1923'WAS OBSERVED ECCENTRICALLY.  A NEW DESCRIPTION FOLLOWS.
 JE1923'
 JE1923'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF PLEASANTON,
 JE1923'5 MILES EAST OF PRESCOTT, KANSAS AND 1.5 MILES WEST OF HUME.
 JE1923'IT IS ON LAND OWNED BY THE SINCLAIR COAL COMPANY, 0.25 MILE
 JE1923'NORTHEAST OF THE NORTH END OF THE RAILROAD YARDS.  IT IS 105
 JE1923'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE AND 50
 JE1923'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF AN OLD SHED.
 JE1923'IT IS AT THE NORTH END OF A LOADING PLATFORM, 1 FOOT SOUTH OF
 JE1923'THE NORTH END AND 1 FOOT EAST OF THE MIDDLE SUPPORT OF THE
 JE1923'PLATFORM.  IT IS STAMPED ACKERMAN 1934 AND IS FLUSH WITH THE
 JE1923'SURFACE OF THE GROUND.
 JE1923'
 JE1923'REFERENCE MARK NO. 1 IS NORTH OF THE STATION,
 JE1923'AT THE EAST EDGE OF A YARD, 12 FEET WEST OF A NORTH-SOUTH ROAD
 JE1923'AND 108 FEET EAST-NORTHEAST OF THE NORTHEAST OF THE CORNER
 JE1923'OF A HOUSE.  IT IS STAMPED ACKERMAN NO 1 1934 AND PROJECTS
 JE1923'3 INCHES.
 JE1923'
 JE1923'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 10
 JE1923'FEET SOUTH AND ON THE SHOULDER OF AN EAST-WEST ROAD AND 45 FEET
 JE1923'NORTH OF THE NORTHEAST CORNER OF A HOUSE.  IT IS STAMPED
 JE1923'ACKERMAN NO 2 1934 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1923'
 JE1923'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF
 JE1923'THE KANSAS-MISSOURI STATE LINE ROAD, 6 FEET WEST OF A NORTH-SOUTH
 JE1923'FENCE LINE AND 5.5 FEET WEST-SOUTHWEST OF A WITNESS POST.
 JE1923'IT IS STAMPED ACKERMAN AZIMUTH 1934 AND PROJECTS 4 INCHES.
 JE1923'
 JE1923'TO REACH THE STATION FROM PRESCOTT, KANSAS, GO EAST ON GRAVELED
 JE1923'ROAD FOR 4.5 MILE TO A T INTERSECTION WITH THE STATE LINE ROAD.
 JE1923'TURN LEFT, NORTH AND FOLLOW STATE LINE ROAD FOR 1.7 MILES TO
 JE1923'A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO A FARM HOUSE
 JE1923'ON THE RIGHT AND THE STATION AS DESCRIBED.
 JE1923'
 JE1923'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.2 MILE
 JE1923'TO THE STATE LINE ROAD TURN RIGHT AND GO 0.1 MILE TO THE MARK
 JE1923'ON THE RIGHT.
 JE1923'
 JE1923'A 74 FOOT SIGNAL AT STATION RICHARDSON 1934 IS VISIBLE AT 25 FEET.
 JE1923'
 JE1923'A 74 FOOT SIGNAL AT STATION MOUND CITY IS VISIBLE AT 40 FEET.
 JE1923'
 JE1923'AN 87 FOOT SIGNAL AT STATION PLEASANTON IS VISIBLE AT 30 FEET.
 JE1923'
 JE1923'A 74 FOOT SIGNAL AT STATION FERGUSON 1934 IS VISIBLE AT 10 FEET.
 JE1923
 JE1923                          STATION RECOVERY (1965)
 JE1923
 JE1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JE1923'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JE1923'CONDITION.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE
 JE1923'STATION MARK.  THIS MARK IS ABOUT 2 INCHES BELOW THE SURFACE
 JE1923'OF THE GROUND.
 JE1923'
 JE1923'R.M. NO. 1 IS 118.32 FEET NORTH OF THE STATION, ON WEST SIDE
 JE1923'OF DRIVEWAY AND PROJECTS 3 INCHES.
 JE1923'
 JE1923'R.M. NO. 2 IS 123.61 FEET WEST OF THE STATION, 12 FEET NORTHEAST
 JE1923'OF A 36-INCH TREE AND IS 2 INCHES BELOW THE SURFACE.
 JE1923'
 JE1923'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE DRIVEWAY LEADING
 JE1923'TO THE STATION THEN NORTH 0.1 MILE ON THE STATE LINE ROAD.
 JE1923'IT IS 7 FEET SOUTHWEST OF A METAL WITNESS POST.
 JE1923'
 JE1923'TO REACH THE STATION FROM HUME, FROM THE SOUTHWEST CORNER
 JE1923'OF THE SQUARE, GO WEST ON COUNTY ROUTE A FOR 0.35 MILE, TURN
 JE1923'LEFT AND GO SOUTH ON MAIN ROAD FOR 0.1 MILE TO CROSSROADS,
 JE1923'TURN RIGHT AND GO WEST FOR 1.05 MILES TO A DRIVEWAY ON THE
 JE1923'LEFT, TURN LEFT AND GO SOUTH FOR 0.05 MILE TO STATION.
 JE1923
 JE1923                          STATION RECOVERY (1988)
 JE1923
 JE1923'RECOVERY NOTE BY US POWER SQUADRON 1988 (MAB)
 JE1923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1024 ***********************************************************************
 HC1024  DESIGNATION -  ADAMS
 HC1024  PID         -  HC1024
 HC1024  STATE/COUNTY-  MO/REYNOLDS
 HC1024  USGS QUAD   -  CENTERVILLE (1985)
 HC1024
 HC1024                         *CURRENT SURVEY CONTROL
 HC1024  ___________________________________________________________________
 HC1024* NAD 83(1997)-  37 23 54.35171(N)    090 54 36.75646(W)     ADJUSTED  
 HC1024* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 HC1024  ___________________________________________________________________
 HC1024  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 HC1024  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 HC1024
 HC1024  HORZ ORDER  -  SECOND
 HC1024
 HC1024.The horizontal coordinates were established by classical geodetic methods
 HC1024.and adjusted by the National Geodetic Survey in February 2000..
 HC1024
 HC1024.The orthometric height was scaled from a topographic map.
 HC1024
 HC1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1024
 HC1024.The geoid height was determined by GEOID03.
 HC1024
 HC1024;                    North         East     Units Scale Factor Converg.
 HC1024;SPC MO E     -   173,747.028   213,680.252   MT  0.99994958   -0 14 56.9
 HC1024;UTM  15      - 4,141,122.480   684,977.449   MT  1.00002150   +1 16 10.6
 HC1024
 HC1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1024!SPC MO E     -   0.99994786  x   0.99994958  =   0.99989744
 HC1024!UTM  15      -   0.99994786  x   1.00002150  =   0.99996936
 HC1024
 HC1024:                Primary Azimuth Mark                     Grid Az
 HC1024:SPC MO E     -  TAUM SAUK RAD STA KDT 42 MAST            028 20 52.6
 HC1024:UTM  15      -  TAUM SAUK RAD STA KDT 42 MAST            026 49 45.1
 HC1024
 HC1024|---------------------------------------------------------------------|
 HC1024| PID    Reference Object                     Distance      Geod. Az  |
 HC1024|                                                           dddmmss.s |
 HC1024| HC1051 TAUM SAUK RAD STA KDT 42 MAST       APPROX.15.9 KM 0280555.7 |
 HC1024| CI2865 ADAMS RM 1                           22.625 METERS 03532     |
 HC1024| HC1021 CARPENTER                           APPROX.14.8 KM 1700328.5 |
 HC1024| HC0776 PANTHER HILL LOOKOUT TOWER          APPROX.13.1 KM 2320311.2 |
 HC1024| CI2866 ADAMS RM 2                           22.727 METERS 26007     |
 HC1024|---------------------------------------------------------------------|
 HC1024
 HC1024                          SUPERSEDED SURVEY CONTROL
 HC1024
 HC1024  NAD 83(1986)-  37 23 54.36426(N)    090 54 36.75468(W) AD(       ) 2
 HC1024  NAD 27      -  37 23 54.18730(N)    090 54 36.31850(W) AD(       ) 2
 HC1024
 HC1024.Superseded values are not recommended for survey control.
 HC1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1024.See file dsdata.txt to determine how the superseded data were derived.
 HC1024
 HC1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB8497741122(NAD 83)
 HC1024_MARKER: DS = TRIANGULATION STATION DISK
 HC1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1024_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1024
 HC1024  HISTORY     - Date     Condition        Report By
 HC1024  HISTORY     - 1962     MONUMENTED       CGS
 HC1024
 HC1024                          STATION DESCRIPTION
 HC1024
 HC1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1024'THE STATION IS LOCATED ABOUT 5-1/4 MILES SOUTHWEST OF LESTERVILLE,
 HC1024'ABOUT 3-3/4 MILES SOUTHEAST OF CENTERVILLE, AT THE HEAD OF
 HC1024'ADAMS HOLLOW, IN THE SOUTHEAST 1/4 OF SEC. 2, T. 31 N., R. 1
 HC1024'E., AND ON THE PROPERTY OF THE T.J. MOSS TIE COMPANY.  IT IS
 HC1024'40 FEET NORTH OF A 16 INCH OAK TREE, 20 FEET SOUTHWEST OF A 10
 HC1024'INCH OAK TREE, 15 FEET NORTHEAST OF A TWIN TRUNKED 10 INCH
 HC1024'OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE
 HC1024'SOUTH TREE, 27 FEET NORTHEAST OF THE CENTERLINE OF A WOODS
 HC1024'ROAD, AND 5 FEET NORTHWEST OF A WITNESS POST.  THE MONUMENT
 HC1024'PROJECTS 6 INCHES AND THE DISK IS STAMPED ADAMS 1962.
 HC1024'
 HC1024'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 72 ABOUT
 HC1024'2-1/2 MILES SOUTH OF CENTERVILLE, GO SOUTH ON STATE HIGHWAY 21
 HC1024'FOR 1.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON
 HC1024'A GRAVELED ROAD FOR 2.8 MILES TO A SIDE ROAD LEFT JUST AFTER
 HC1024'CROSSING A LOW WATER BRIDGE.  TURN LEFT AND GO NORTH ON A
 HC1024'GRAVELED ROAD FOR 0.1 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND
 HC1024'GO NORTHERLY ON A GRADED ROAD FOR 1.4 MILES TO A WOODS ROAD
 HC1024'LEFT AT THE TOP OF A RIDGE.  TURN LEFT AND GO WESTERLY ON THE
 HC1024'WOODS ROAD FOR 0.25 MILE TO A Y-FORK.  TAKE THE RIGHT FORK
 HC1024'AND CONTINUE WEST ON A WOODS ROAD FOR 1.3 MILES TO THE
 HC1024'TRIANGULAR BLAZED 10 INCH OAK TREE AND THE STATION ON THE
 HC1024'RIGHT.
 HC1024'
 HC1024'REFERENCE MARK 1 IS 74 FEET NORTH OF THE WITNESS POST, AND 3 FEET
 HC1024'SOUTHWEST OF A 10 INCH OAK TREE.  THE BOULDER IS 36 INCHES WIDE
 HC1024'AND 48 INCHES LONG AND PROJECTS 5 INCHES.  THE DISK IS STAMPED
 HC1024'ADAMS NO 1 1962.
 HC1024'
 HC1024'REFERENCE MARK 2 IS 75 FEET NORTHWEST OF THE 18 INCH OAK TREE,
 HC1024'45 FEET SOUTHWEST OF THE CENTERLINE OF THE WOODS ROAD, AND 60
 HC1024'FEET WEST OF THE 10 INCH OAK TREE WITH THE TRIANGULAR BLAZE.
 HC1024'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED ADAMS NO 2
 HC1024'1962.
 HC1024'
 HC1024'NO MEASUREMENT BETWEEN RMS, TREES ON LINE.
 HC1024'
 HC1024'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK OR
 HC1024'REFERENCE MARK 3 AT THIS TIME.
 HC1024'
 HC1024'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1423 ***********************************************************************
 KE1423  DESIGNATION -  ADAMS RESET
 KE1423  PID         -  KE1423
 KE1423  STATE/COUNTY-  MO/CLAY
 KE1423  USGS QUAD   -  NASHUA (1975)
 KE1423
 KE1423                         *CURRENT SURVEY CONTROL
 KE1423  ___________________________________________________________________
 KE1423* NAD 83(1997)-  39 18 10.96864(N)    094 31 12.52498(W)     ADJUSTED  
 KE1423* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 KE1423  ___________________________________________________________________
 KE1423  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 KE1423  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE1423
 KE1423  HORZ ORDER  -  FIRST
 KE1423
 KE1423.The horizontal coordinates were established by classical geodetic methods
 KE1423.and adjusted by the National Geodetic Survey in February 2000..
 KE1423
 KE1423.The orthometric height was scaled from a topographic map.
 KE1423
 KE1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1423
 KE1423.The geoid height was determined by GEOID03.
 KE1423
 KE1423;                    North         East     Units Scale Factor Converg.
 KE1423;SPC MO W     -   348,091.374   848,262.410   MT  0.99994121   -0 00 45.9
 KE1423;UTM  15      - 4,351,508.412   368,928.185   MT  0.99981153   -0 57 46.9
 KE1423
 KE1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1423!SPC MO W     -   0.99995504  x   0.99994121  =   0.99989625
 KE1423!UTM  15      -   0.99995504  x   0.99981153  =   0.99976658
 KE1423
 KE1423|---------------------------------------------------------------------|
 KE1423| PID    Reference Object                     Distance      Geod. Az  |
 KE1423|                                                           dddmmss.s |
 KE1423| CL6710 ADAMS RM 3                           17.895 METERS 00404     |
 KE1423| CL6711 ADAMS RM 4                           46.896 METERS 11125     |
 KE1423| KE1416 LIBERTY MUNICIPAL TANK              APPROX.10.4 KM 1221955.4 |
 KE1423| KE1397 KANSAS CITY CHICAGO AWY BCN 0       APPROX.14.3 KM 1665225.7 |
 KE1423| KE1394 KANSAS CITY NE TANK                 APPROX.13.4 KM 1713919.9 |
 KE1423| CL6708 ADAMS RM 1                           36.076 METERS 21355     |
 KE1423| CL6707 ADAMS AZ MK 2                                      2720346.2 |
 KE1423| CL6706 ADAMS AZ MK                                        2723256.7 |
 KE1423| CL6709 ADAMS RM 2                           25.531 METERS 31209     |
 KE1423| KE1420 SMITHVILLE MUNICIPAL TANK           APPROX.10.3 KM 3293409.6 |
 KE1423|---------------------------------------------------------------------|
 KE1423
 KE1423                          SUPERSEDED SURVEY CONTROL
 KE1423
 KE1423  NAD 83(1997)-  39 18 10.96871(N)    094 31 12.52506(W) AD(       ) 1
 KE1423  NAD 83(1986)-  39 18 10.97567(N)    094 31 12.51993(W) AD(       ) 1
 KE1423  NAD 27      -  39 18 10.97029(N)    094 31 11.68710(W) AD(       ) 1
 KE1423
 KE1423.Superseded values are not recommended for survey control.
 KE1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1423.See file dsdata.txt to determine how the superseded data were derived.
 KE1423
 KE1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6892851508(NAD 83)
 KE1423_MARKER: DS = TRIANGULATION STATION DISK
 KE1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1423+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 KE1423
 KE1423  HISTORY     - Date     Condition        Report By
 KE1423  HISTORY     - 1934     MONUMENTED       CGS
 KE1423  HISTORY     - 1949     GOOD             CGS
 KE1423  HISTORY     - 1958     GOOD             CGS
 KE1423  HISTORY     - 1959     GOOD             CGS
 KE1423  HISTORY     - 20020114 GOOD             NGS
 KE1423  HISTORY     - 20060211 GOOD             GEOCAC
 KE1423
 KE1423                          STATION DESCRIPTION
 KE1423
 KE1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1423'THIS STATION IS ABOUT 3.2 MILES E OF NASHUA, THE SE 1/4 SECTION
 KE1423'20, T 52 N, R 32 W, ON LAND OWNED BY MRS. ADAMS.  THE MARK IS
 KE1423'IN A SMALL PASTURE LOT JUST W OF THE FARMHOUSE, 84 FEET NW OF
 KE1423'THE NW CORNER OF THE HOUSE, 102 FEET S OF THE CENTER LINE OF
 KE1423'THE E-W HALF-SECTION LINE ROAD, AND IS SET FLUSH.
 KE1423'
 KE1423'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1423'BRONZE DISKS SET IN CONCRETE.
 KE1423'
 KE1423'REFERENCE MARK NO. 1 IS SW OF THE STATION, 1/2 FOOT E OF THE W
 KE1423'PASTURE FENCE, 42 FEET WNW OF THE NW CORNER OF A SMALL HEN HOUSE,
 KE1423'154.57 FEET S OF REFERENCE MARK NO. 2 AND IS SET FLUSH.
 KE1423'
 KE1423'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1/2 FOOT E OF THE W
 KE1423'PASTURE FENCE, 18 FEET S OF THE S RIGHT-OF-WAY FENCE OF THE
 KE1423'ROAD, AND IS SET FLUSH.
 KE1423'
 KE1423'THE AZIMUTH MARK IS W OF THE STATION, 2 FEET E OF THE W
 KE1423'RIGHT-OF-WAY FENCE OF A N-S QUARTER-SECTION LINE ROAD, 150 FEET
 KE1423'N OF CENTER LINE OF THE E-W ROAD AND PROJECTS 12 INCHES.
 KE1423'
 KE1423'TO REACH FROM THE N EDGE OF NASHUA GO E 3.2 MILES TO MRS. ADAMS
 KE1423'FARM AND THE STATION.
 KE1423'
 KE1423'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 KE1423'
 KE1423'ALL LIGHTS COME INTO VIEW AT 64 FEET.
 KE1423
 KE1423                          STATION RECOVERY (1949)
 KE1423
 KE1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1423'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 KE1423'RECOVERED AND ARE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 KE1423'RECOVERED, A NEW ONE WAS ESTABLISHED.
 KE1423'
 KE1423'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION-
 KE1423'
 KE1423'THE STATION IS LOCATED ABOUT 3.2 MILES EAST OF NASHUA.  THE MARK
 KE1423'IS IN A SMALL PASTURE LOT JUST WEST OF A FARMHOUSE.  IT IS 98.3
 KE1423'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 71 BYPASS, 84 FEET
 KE1423'NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 68 FEET
 KE1423'SOUTH-SOUTHWEST OF A LARGE POWERLINE POLE, 65.5 FEET
 KE1423'SOUTH-SOUTHWEST OF A FENCE CORNER, 32.0 FEET WEST OF A WOVEN WIRE
 KE1423'FENCE, 19.5 FEET SOUTHWEST OF A CATALPA TREE, AND 17.0 FEET
 KE1423'NORTHWEST OF A LARGE ELM TREE.  IT IS SET FLUSH WITH THE
 KE1423'GROUND AND IS STAMPED, ADAMS 1934.
 KE1423'
 KE1423'REFERENCE MARK NO. 1 IS 41.0 FEET WEST-NORTHWEST OF THE NORTHWEST
 KE1423'CORNER OF A FARM BUILDING, 15.0 FEET WEST-SOUTHWEST OF A LARGE
 KE1423'MAPLE TREE, AND 0.7 FOOT EAST OF A WIRE FENCE.  IT IS ABOUT 2
 KE1423'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED, ADAMS NO 1
 KE1423'1934.
 KE1423'
 KE1423'REFERENCE MARK NO. 2 IS IN THE NORTHWEST CORNER OF A SMALL
 KE1423'PASTURE LOT, 42.8 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 71
 KE1423'BYPASS, AND 1.5 FEET SOUTH OF A FENCE CORNER.  IT IS ABOUT 4
 KE1423'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED, ADAMS
 KE1423'NO 2 1934.
 KE1423'
 KE1423'AZIMUTH MARK IS 1.25 MILES WEST OF THE STATION, 86 FEET NORTH OF
 KE1423'THE CENTER OF U.S. HIGHWAY NO. 71 BYPASS, 44.5 FEET NORTH OF A
 KE1423'FENCE CORNER, 30.5 FEET WEST OF THE CENTER OF A GRADED ROAD, 1.7
 KE1423'FEET SOUTH OF A WITNESS POST, AND 0.7 FOOT EAST OF A FENCE.  IT
 KE1423'PROJECTS 3 INCHES AND IS STAMPED, ADAMS 1949.
 KE1423'
 KE1423'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 169
 KE1423'AND U.S. HIGHWAY NO. 71 BYPASS, AT THE NORTHWEST EDGE OF THE
 KE1423'TOWN OF NASHUA, GO EAST ON U.S. HIGHWAY NO. 71 BYPASS FOR 3.45
 KE1423'MILES TO A FARM HOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
 KE1423'
 KE1423'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 KE1423'HIGHWAY NO. 71 BYPASS FOR 1.25 MILES TO A SIDE ROAD RIGHT,
 KE1423'TURN RIGHT AND GO NORTH FOR 86 FEET TO THE MARK ON THE LEFT.
 KE1423'
 KE1423'A 74 FOOT SIGNAL AT SMITHVILLE IS VISIBLE AT 50 FEET.
 KE1423'
 KE1423'A 100 FOOT SIGNAL AT GRAYSON IS VISIBLE AT 37 FEET.
 KE1423'
 KE1423'A 4 FOOT SIGNAL AT PHILLIPS IS VISIBLE AT 64 FEET.
 KE1423'
 KE1423'A 74 FOOT SIGNAL AT HOLT IS VISIBLE AT 64 FEET.
 KE1423'
 KE1423'A 100 FOOT SIGNAL AT LATHROP IS VISIBLE AT 64 FEET.
 KE1423'
 KE1423'AN 87 FOOT SIGNAL AT CRAB IS VISIBLE AT 64 FEET.
 KE1423'
 KE1423'AN 87 FOOT SIGNAL AT LIBERTY 1934 IS VISIBLE 64 FEET.
 KE1423'
 KE1423'A 100 FOOT SIGNAL AT INDEPENDENCE 1934 IS VISIBLE AT 50 FEET.
 KE1423'
 KE1423'A 100 FOOT SIGNAL AT MAR 1934 IS VISIBLE AT 37 FEET.
 KE1423
 KE1423                          STATION RECOVERY (1958)
 KE1423
 KE1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KE1423'THIS STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1949 AND ALL
 KE1423'MARKS WERE FOUND IN GOOD CONDITION.
 KE1423
 KE1423                          STATION RECOVERY (1959)
 KE1423
 KE1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KE1423'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1423'IN GOOD CONDITION.  THIS PROPERTY IS BEING CONVERTED INTO A
 KE1423'CEMETERY AND THERE IS CONSIDERABLE GRADING BEING DONE.  THE
 KE1423'STATION AND UNDERGROUND STATION MARKS WERE LOWERED ABOUT 3 FEET
 KE1423'AND BOTH REFERENCE MARKS WERE MOVED.  A COMPLETE DESCRIPTION
 KE1423'FOLLOWS.
 KE1423'
 KE1423'STATION IS LOCATED ABOUT 3 MILES EAST OF NASHUA AT THE ENTRANCE
 KE1423'TO THE RESURRECTION CATHOLIC CEMETERY, 98 FEET SOUTH OF THE
 KE1423'CENTER OF U.S. HIGHWAY 71 BYPASS, 59 FEET SOUTH OF A POWER POLE
 KE1423'AND A NEW WITNESS SIGNPOST, 51 FEET WEST OF THE CENTER OF WEST
 KE1423'DRIVEWAY TO CEMETERY, AND 38 FEET WEST OF THE WEST EDGE OF WEST
 KE1423'DRIVEWAY.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 KE1423'AND THE DISK IS STAMPED ADAMS 1934.
 KE1423'
 KE1423'TO REACH THE STATION FROM THE ENTRANCE TO THE KCMO RADIO MASTS
 KE1423'AT THE NORTHSIDE OF NASHUA, GO EAST ON U.S. HIGHWAY 71 BYPASS
 KE1423'FOR 3.0 MILES TO THE CEMETERY ON THE RIGHT AND THE STATION
 KE1423'AS DESCRIBED.
 KE1423'
 KE1423'REFERENCE MARK NO. 3 IS 58.71 FEET NORTH OF THE STATION, 48
 KE1423'FEET WEST OF THE CENTER OF WEST DRIVEWAY TO CEMETERY, 39 FEET
 KE1423'SOUTH OF THE CENTER OF U.S. HIGHWAY 71 BYPASS, 3 FEET EAST OF A
 KE1423'POWER POLE, AND 1 FOOT WEST OF A NEW WITNESS SIGNPOST.  THE
 KE1423'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ADAMS NO 3 1934.
 KE1423'
 KE1423'REFERENCE MARK NO. 4 IS 153.86 FEET EAST-SOUTHEAST OF THE
 KE1423'STATION, 153 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 71 BYPASS,
 KE1423'56 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL SHED,
 KE1423'23 FEET WEST OF THE CENTER OF EAST DRIVEWAY TO CEMTERY, AND 6
 KE1423'FEET NORTH OF THE CENTER OF A WELL WITH A CONCRETE COVER.  THE
 KE1423'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 KE1423'STAMPED ADAMS NO 4 1934.
 KE1423'
 KE1423'AZIMUTH MARK IS 1.2 MILES WEST OF THE STATION, 86 FEET NORTH
 KE1423'OF THE CENTER OF U.S. HIGHWAY 71 BYPASS, 44.5 FEET NORTH OF A
 KE1423'FENCE CORNER, 30 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 1.7 FEET
 KE1423'SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.  THE MARK
 KE1423'PROJECTS 2 INCHES AND THE DISK IS STAMPED ADAMS 1949.
 KE1423'
 KE1423'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 KE1423'HIGHWAY 71 BYPASS FOR 1.2 MILES TO A T-ROAD RIGHT AND THE AZIMUTH
 KE1423'MARK AS DESCRIBED.
 KE1423
 KE1423                          STATION RECOVERY (2002)
 KE1423
 KE1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1423'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1423
 KE1423                          STATION RECOVERY (2006)
 KE1423
 KE1423'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1423'THE STATION DISK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 FOUND
 KE1423'IN GOOD CONDITION. THE SHED MENTIONED IN THE DESCRIPTION FOR REFERENCE
 KE1423'MARK 4 HAS BEEN REMOVED. A VISUAL SEARCH FOR THE AZIMUTH MARK WAS MADE
 KE1423'WITHOUT SUCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1523 ***********************************************************************
 JC1523  DESIGNATION -  ADE RESET
 JC1523  PID         -  JC1523
 JC1523  STATE/COUNTY-  MO/OSAGE
 JC1523  USGS QUAD   -  SUMMERFIELD (1981)
 JC1523
 JC1523                         *CURRENT SURVEY CONTROL
 JC1523  ___________________________________________________________________
 JC1523* NAD 83(1997)-  38 22 24.02333(N)    091 48 46.35496(W)     ADJUSTED  
 JC1523* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 JC1523  ___________________________________________________________________
 JC1523  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 JC1523  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JC1523
 JC1523  HORZ ORDER  -  SECOND
 JC1523
 JC1523.The horizontal coordinates were established by classical geodetic methods
 JC1523.and adjusted by the National Geodetic Survey in February 2000..
 JC1523
 JC1523.The orthometric height was scaled from a topographic map.
 JC1523
 JC1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1523
 JC1523.The geoid height was determined by GEOID03.
 JC1523
 JC1523;                    North         East     Units Scale Factor Converg.
 JC1523;SPC MO C     -   282,093.691   560,040.844   MT  0.99997771   +0 25 35.6
 JC1523;SPC MO E     -   282,686.201   135,279.208   MT  1.00009536   -0 48 54.4
 JC1523;UTM  15      - 4,247,906.106   603,697.394   MT  0.99973243   +0 44 13.2
 JC1523
 JC1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1523!SPC MO C     -   0.99996731  x   0.99997771  =   0.99994502
 JC1523!SPC MO E     -   0.99996731  x   1.00009536  =   1.00006266
 JC1523!UTM  15      -   0.99996731  x   0.99973243  =   0.99969974
 JC1523
 JC1523|---------------------------------------------------------------------|
 JC1523| PID    Reference Object                     Distance      Geod. Az  |
 JC1523|                                                           dddmmss.s |
 JC1523| CN5522 ADE RM 4                             23.664 METERS 08956     |
 JC1523| CN5520 ADE RM 2                             23.688 METERS 09436     |
 JC1523| JC1531 RICH FOUNTAIN SACRED HEART CH       APPROX. 6.5 KM 2942412.7 |
 JC1523| CN5518 ADE AZ MK 2                                        3214349.5 |
 JC1523| CN5517 ADE AZ MK                                          3214406.8 |
 JC1523| CN5521 ADE RM 3                             34.509 METERS 35438     |
 JC1523| CN5519 ADE RM 1                             28.143 METERS 35803     |
 JC1523|---------------------------------------------------------------------|
 JC1523
 JC1523                          SUPERSEDED SURVEY CONTROL
 JC1523
 JC1523  NAD 83(1986)-  38 22 24.03752(N)    091 48 46.35727(W) AD(       ) 2
 JC1523  NAD 27      -  38 22 23.88100(N)    091 48 45.75000(W) AD(       ) 2
 JC1523
 JC1523.Superseded values are not recommended for survey control.
 JC1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1523.See file dsdata.txt to determine how the superseded data were derived.
 JC1523
 JC1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC0369747906(NAD 83)
 JC1523_MARKER: DS = TRIANGULATION STATION DISK
 JC1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1523
 JC1523  HISTORY     - Date     Condition        Report By
 JC1523  HISTORY     - 1947     MONUMENTED       CGS
 JC1523  HISTORY     - 1971     GOOD             NGS
 JC1523
 JC1523                          STATION DESCRIPTION
 JC1523
 JC1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1523'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHEAST OF RICH FOUNTAIN,
 JC1523'8.0 MILES SOUTH-SOUTHEAST OF LINN, ALONG THE SOUTHWEST SIDE OF
 JC1523'STATE HIGHWAY NO. 89.  IT IS 6.5 FEET EAST OF THE FENCE, 12
 JC1523'FEET EAST-SOUTHEAST OF A WITNESS POST, 21 FEET NORTHWEST OF A
 JC1523'LONE TREE WITH BLAZE, 35 FEET WEST OF THE CENTERLINE OF STATE
 JC1523'HIGHWAY NO. 89 AND 37 FEET SOUTH-SOUTHEAST OF THE SOUTH GATE
 JC1523'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ADE
 JC1523'1947.
 JC1523'
 JC1523'REFERENCE MARK NO. 1 IS 92.33 FEET NORTHEAST OF THE STATION,
 JC1523'1.5 FEET SOUTH OF A HIGHLINE BRACE POLE AND 23 FEET EAST OF
 JC1523'THE CENTERLINE OF STATE HIGHWAY NO. 89.  THE MARK PROJECTS 6
 JC1523'INCHES AND THE DISK IS STAMPED ADE NO 1 1947.
 JC1523'
 JC1523'REFERENCE MARK NO. 2 IS 77.72 FEET EAST-SOUTHEAST OF THE STATION
 JC1523'AND 26 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY NO. 89.
 JC1523'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ADE NO 2 1947.
 JC1523'
 JC1523'AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF THE STATION, 3 FEET
 JC1523'SOUTHWEST OF AN OAK TREE, 4.5 FEET NORTHWEST OF A WITNESS
 JC1523'POST AND 30 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY NO. 89.
 JC1523'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ADE 1947.
 JC1523'
 JC1523'TO REACH FROM RICH FOUNTAIN, GO EASTERLY ON GRAVEL ROAD 3.5
 JC1523'MILES TO JUNCTION OF STATE HIGHWAY NO. 89 AND GASCONADE RIVER
 JC1523'BRIDGE, CROSS BRIDGE AND GO 1.35 MILES TO THE AZIMUTH ON THE LEFT,
 JC1523'CONTINUE ON 0.2 MILE TO STATION ON THE RIGHT.
 JC1523'
 JC1523'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JC1523
 JC1523                          STATION RECOVERY (1971)
 JC1523
 JC1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1523'THE STATION SURFACE MARK, REFERENCE MARK NO. 1, REFERENCE MARK
 JC1523'NO. 2, AND THE AZIMUTH MARK WERE FOUND DESTROYED BY ROAD
 JC1523'CONSTRUCTION.  THE UNDERGROUND STATION MARK WAS RECOVERED AND
 JC1523'FOUND IN GOOD CONDITION.  A NEW STATION MARK WAS SET VERTICALLY
 JC1523'OVER THE UNDERGROUND MARK, REFERENCE MARK NO. 3, REFERENCE MARK
 JC1523'NO. 4, AND A NEW AZIMUTH MARK WERE SET.
 JC1523'
 JC1523'FOLLOWING IS A NEW DESCRIPTION.
 JC1523'
 JC1523'TO REACH THE STATION FROM THE CENTER OF RICH FOUNTAIN, GO SOUTHEAST
 JC1523'ON STATE ROAD E FOR 3.3 MILES TO THE JUNCTION OF STATE HIGHWAY
 JC1523'89.  CONTINUE STRAIGHT AHEAD AND GO EAST ON STATE HIGHWAY 89
 JC1523'FOR 0.2 MILE TO THE CENTER OF GASCONADE RIVER BRIDGE.  CONTINUE
 JC1523'EAST AND THEN SOUTH ON STATE HIGHWAY 89 FOR 1.35 MILES TO A
 JC1523'GATE ON THE RIGHT WHICH LEADS TO TRIANGULATION STATION CON
 JC1523'1947 ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 JC1523'SOUTHERLY ON STATE HIGHWAY 89 FOR 0.25 MILE TO A GATE AND THE
 JC1523'STATION ON THE RIGHT.
 JC1523'
 JC1523'STATION MARK, A STANDARD DISK STAMPED ADE 1947 1971, IS SET
 JC1523'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 5 INCHES BELOW
 JC1523'THE SURFACE OF THE GROUND.  IT IS IN SECTION 22, R 8 W, T 42 N,
 JC1523'36.5 FEET SOUTH-SOUTHEAST OF THE SOUTH GATE POST AT A FIELD
 JC1523'ENTRANCE, 32.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 89,
 JC1523'AND 5.5 FEET EAST OF A METAL WITNESS POST SET IN A FENCE LINE.
 JC1523'THE UNDERGROUND DISK IS STAMPED ADE 1947, SET IN THE TOP OF AN
 JC1523'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE
 JC1523'GROUND.
 JC1523'
 JC1523'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ADE 1947 NO. 3 1971,
 JC1523'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 JC1523'INCHES.  IT IS 57 FEET NORTH-NORTHWEST OF THE NORTH END OF A
 JC1523'CATTLE GUARD, 31 FEET EAST OF THE CENTER OF STATE HIGHWAY 89, AND
 JC1523'1 FOOT WEST OF A FENCE.
 JC1523'
 JC1523'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ADE 1947 NO. 4 1971,
 JC1523'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 JC1523'INCHES.  IT IS 73 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF A
 JC1523'CATTLE GUARD, 30 FEET EAST OF THE CENTER OF STATE HIGHWAY 89,
 JC1523'AND 11 FEET WEST OF A FENCE.
 JC1523'
 JC1523'AZIMUTH MARK, A STANDAERD DISK STAMPED ADE 1947 1971, IS SET IN
 JC1523'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 JC1523'29 FEET EAST OF THE CENTER OF STATE HIGHWAY 89, 4 FEET WEST OF A
 JC1523'FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 JC1523'
 JC1523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 JC1523'SOUTHEAST OF RICH FOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1911 ***********************************************************************
 JE1911  DESIGNATION -  ADRAIN
 JE1911  PID         -  JE1911
 JE1911  STATE/COUNTY-  MO/BATES
 JE1911  USGS QUAD   -  BUTLER (1961)
 JE1911
 JE1911                         *CURRENT SURVEY CONTROL
 JE1911  ___________________________________________________________________
 JE1911* NAD 83(1997)-  38 22 13.91244(N)    094 20 43.86912(W)     ADJUSTED  
 JE1911* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 JE1911  ___________________________________________________________________
 JE1911  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 JE1911  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JE1911
 JE1911  HORZ ORDER  -  THIRD
 JE1911
 JE1911.The horizontal coordinates were established by classical geodetic methods
 JE1911.and adjusted by the National Geodetic Survey in February 2000..
 JE1911
 JE1911.The orthometric height was scaled from a topographic map.
 JE1911
 JE1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1911
 JE1911.The geoid height was determined by GEOID03.
 JE1911
 JE1911;                    North         East     Units Scale Factor Converg.
 JE1911;SPC MO W     -   244,587.795   863,499.085   MT  0.99994342   +0 05 45.2
 JE1911;UTM  15      - 4,247,784.323   382,461.367   MT  0.99977014   -0 50 07.1
 JE1911
 JE1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1911!SPC MO W     -   0.99996189  x   0.99994342  =   0.99990531
 JE1911!UTM  15      -   0.99996189  x   0.99977014  =   0.99973203
 JE1911
 JE1911:                Primary Azimuth Mark                     Grid Az
 JE1911:SPC MO W     -  TT 1110 W                                001 43 28.8
 JE1911:UTM  15      -  TT 1110 W                                002 39 21.1
 JE1911
 JE1911|---------------------------------------------------------------------|
 JE1911| PID    Reference Object                     Distance      Geod. Az  |
 JE1911|                                                           dddmmss.s |
 JE1911| CN8210 TT 1110 W                                          0014914.0 |
 JE1911| CN5523 ADRAIN RM 1                          24.472 METERS 11402     |
 JE1911| CN5525 ADRAIN 2 AZ MK                                     1332410.4 |
 JE1911| CN5524 ADRAIN RM 2                          35.327 METERS 20325     |
 JE1911| JE1912 ADRAIN 2                             14.112 METERS 23843     |
 JE1911| JE1905 ADRIAN MUNICIPAL TANK               APPROX. 3.1 KM 3493739.6 |
 JE1911|---------------------------------------------------------------------|
 JE1911
 JE1911                          SUPERSEDED SURVEY CONTROL
 JE1911
 JE1911  NAD 83(1997)-  38 22 13.91255(N)    094 20 43.86895(W) AD(       ) 3
 JE1911  NAD 83(1986)-  38 22 13.92062(N)    094 20 43.86665(W) AD(       ) 3
 JE1911  NAD 27      -  38 22 13.85800(N)    094 20 43.04500(W) AD(       ) 3
 JE1911
 JE1911.Superseded values are not recommended for survey control.
 JE1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1911.See file dsdata.txt to determine how the superseded data were derived.
 JE1911
 JE1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8246147784(NAD 83)
 JE1911_MARKER: DS = TRIANGULATION STATION DISK
 JE1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1911
 JE1911  HISTORY     - Date     Condition        Report By
 JE1911  HISTORY     - 1948     MONUMENTED       CGS
 JE1911  HISTORY     - 1961     GOOD             MOHC
 JE1911  HISTORY     - 1965     GOOD             CGS
 JE1911  HISTORY     - 1969     GOOD             CGS
 JE1911
 JE1911                          STATION DESCRIPTION
 JE1911
 JE1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1911'THE STATION IS LOCATED ABOUT 3.35 MILES NORTH OF PASSAIC,
 JE1911'1.65 MILES SOUTH OF ADRIAN, 43.5 FEET WEST OF THE CENTER OF
 JE1911'U.S. HIGHWAY NO. 71, 23.0 FEET EAST OF A LARGE PEAR TREE,
 JE1911'14.6 FEET SOUTHWEST OF A FENCE CORNER, AND 11.5 FEET WEST
 JE1911'OF A WITNESS POST.  IT IS SET FLUSH WITH THE GROUND AND IS
 JE1911'STAMPED ADRAIN 1948.
 JE1911'
 JE1911'REFERENCE MARK NO. 1 IS 33.0 FEET NORTH OF THE CENTER OF A
 JE1911'DRIVEWAY, 30.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY 71,
 JE1911'3.5 FEET WEST OF A FENCE, AND 3.0 FEET NORTHEAST OF A
 JE1911'TELEPHONE POLE.  IT PROJECTS 2 INCHES AND IS STAMPED ADRAIN
 JE1911'NO 1 1948.
 JE1911'
 JE1911'REFERENCE MARK NO. 2 IS 88.0 FEET WEST OF THE CENTER OF U.S.
 JE1911'HIGHWAY 71, 56.0 FEET WEST OF A FENCE CORNER, AND IS 0.8 FOOT
 JE1911'NORTH OF A WIRE FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED
 JE1911'ADRAIN NO 2 1948.
 JE1911'
 JE1911'AZIMUTH MARK IS A U.S.G.S BM DISK SET IN THE TOP OF A SIX
 JE1911'BY SIX INCH CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 JE1911'44 FEET SOUTH AND 64 FEET WEST OF THE JUNCTION OF U.S. HIGHWAY
 JE1911'71 AND STATE HIGHWAY 18 AT THE SOUTHEAST EDGE OF ADRIAN, 64
 JE1911'FEET WEST OF THE CENTER OF U.S. HIGHWAY 71, 39 FEET SOUTH OF
 JE1911'THE CENTER OF AN EAST-WEST STREET, 30 FEET WEST-SOUTHWEST OF
 JE1911'A TELEPHONE POLE, AND 2 FEET SOUTH OF A FOUR BY FOUR INCH
 JE1911'RAIL AROUND A PARK AREA.  IT IS STAMPED TT 1110 W 1934.
 JE1911'
 JE1911'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 JE1911'NO. 71 AND STATE HIGHWAY NO. 18, AT THE SOUTHWEST EDGE OF
 JE1911'ADRIAN, GO SOUTH ON STATE HIGHWAY 71 FOR 1.6 MILE TO THE
 JE1911'STATION ON THE RIGHT AS DESCRIBED.
 JE1911'
 JE1911'A 74 FOOT SIGNAL AT ECTON 1934 IS VISIBLE AT 50 FEET.
 JE1911'
 JE1911'A 47 FOOT SIGNAL AT CRESCENT IS VISIBLE AT 37 FEET.
 JE1911'
 JE1911'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1911
 JE1911                          STATION RECOVERY (1961)
 JE1911
 JE1911'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 JE1911'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 JE1911'ADDITIONAL DESCRIPTION WOULD BE THAT STATION IS 1.75 MILES SOUTH
 JE1911'OF ROUTE 71-18 INTERSECTION.
 JE1911
 JE1911                          STATION RECOVERY (1965)
 JE1911
 JE1911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JE1911'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JE1911'CONDITION.  THE STATION IS SOUTHEAST OF ONE FARMHOUSE
 JE1911'AND DIRECTLY ACROSS THE HIGHWAY FROM ANOTHER.  A METAL WITNESS
 JE1911'POST WAS SET IN FENCE LINE 13.5 FEET EAST OF THE STATION
 JE1911'MARK.
 JE1911'
 JE1911'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 JE1911'FOR RECOVERY.
 JE1911
 JE1911                          STATION RECOVERY (1969)
 JE1911
 JE1911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JE1911'THE STATION MARK AND REFERENCE MARK NO. 1 WERE IN THE WAY
 JE1911'OF CONSTRUCTION ON U.S. HIGHWAY 71 AND WERE MOVED AT THE
 JE1911'REQUEST OF THE MISSOURI HIGHWAY DEPARTMENT.  REFERENCE MARK
 JE1911'NO. 2 WAS RECOVERED AND FOUND IN GOOD CONDITION AND WAS NOT
 JE1911'IN THE WAY OF CONSTRUCTION.  THE AZIMUTH MARK (B.M. TT 1110
 JE1911'W 1934 USGS) WAS RECOVERED AND FOUND IN GOOD CONDITION BUT
 JE1911'THE MARK WAS NOT VISIBLE FROM THE STATION.  THE DISTANCE
 JE1911'AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 JE1911'
 JE1911'ADRAIN 2 WAS ESTABLISHED SOUTHWEST OF THE ORIGINAL STATION AND
 JE1911'REFERENCE MARK NO. 2 WAS USED FOR THE STATION.
 JE1911'
 JE1911'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR ADRAIN 2.
 JE1911'
 JE1911'NOTE- B.M. TT 1110 W USGS WAS NOT IN THE WAY OF CONSTRUCTION
 JE1911'AND WAS LEFT IN PLACE.
 JE1911'
 JE1911'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1
 JE1911'3/4 MILES SOUTH OF ADRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1912 ***********************************************************************
 JE1912  DESIGNATION -  ADRAIN 2
 JE1912  PID         -  JE1912
 JE1912  STATE/COUNTY-  MO/BATES
 JE1912  USGS QUAD   -  BUTLER (1961)
 JE1912
 JE1912                         *CURRENT SURVEY CONTROL
 JE1912  ___________________________________________________________________
 JE1912* NAD 83(1997)-  38 22 13.67476(N)    094 20 44.36593(W)     ADJUSTED  
 JE1912* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 JE1912  ___________________________________________________________________
 JE1912  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 JE1912  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JE1912
 JE1912  HORZ ORDER  -  THIRD
 JE1912
 JE1912.The horizontal coordinates were established by classical geodetic methods
 JE1912.and adjusted by the National Geodetic Survey in February 2000..
 JE1912.No horizontal observational check was made to the station.
 JE1912
 JE1912.The orthometric height was scaled from a topographic map.
 JE1912
 JE1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1912
 JE1912.The geoid height was determined by GEOID03.
 JE1912
 JE1912;                    North         East     Units Scale Factor Converg.
 JE1912;SPC MO W     -   244,580.446   863,487.038   MT  0.99994342   +0 05 44.9
 JE1912;UTM  15      - 4,247,777.172   382,449.204   MT  0.99977017   -0 50 07.5
 JE1912
 JE1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1912!SPC MO W     -   0.99996189  x   0.99994342  =   0.99990531
 JE1912!UTM  15      -   0.99996189  x   0.99977017  =   0.99973206
 JE1912
 JE1912|---------------------------------------------------------------------|
 JE1912| PID    Reference Object                     Distance      Geod. Az  |
 JE1912|                                                           dddmmss.s |
 JE1912| JE1911 ADRAIN                               14.112 METERS 05843     |
 JE1912| CN5525 ADRAIN 2 AZ MK                                     1322741.8 |
 JE1912| CN5524 ADRAIN RM 2                          25.172 METERS 18430     |
 JE1912| CN5526 ADRAIN 2 RM 3                        10.552 METERS 34750     |
 JE1912| JE1905 ADRIAN MUNICIPAL TANK               APPROX. 3.1 KM 3495210.9 |
 JE1912|---------------------------------------------------------------------|
 JE1912
 JE1912                          SUPERSEDED SURVEY CONTROL
 JE1912
 JE1912  NAD 83(1997)-  38 22 13.67487(N)    094 20 44.36576(W) AD(       ) 3
 JE1912  NAD 83(1986)-  38 22 13.68293(N)    094 20 44.36345(W) AD(       ) 3
 JE1912  NAD 27      -  38 22 13.62031(N)    094 20 43.54179(W) AD(       ) 3
 JE1912
 JE1912.Superseded values are not recommended for survey control.
 JE1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1912.See file dsdata.txt to determine how the superseded data were derived.
 JE1912
 JE1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8244947777(NAD 83)
 JE1912_MARKER: DS = TRIANGULATION STATION DISK
 JE1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1912_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1912
 JE1912  HISTORY     - Date     Condition        Report By
 JE1912  HISTORY     - 1969     MONUMENTED       CGS
 JE1912
 JE1912                          STATION DESCRIPTION
 JE1912
 JE1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JE1912'STATION IS LOCATED ABOUT 1-3/4 MILES SOUTH OF ADRAIN, AND ON
 JE1912'THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 71.
 JE1912'
 JE1912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 JE1912'AND STATE HIGHWAY 18 AT THE EAST SIDE OF ADRAIN, GO SOUTH
 JE1912'ON U.S. HIGHWAY 71 FOR 1.8 MILES TO A HOUSE AND THE STATION
 JE1912'ON THE RIGHT.
 JE1912'
 JE1912'STATION MARKS ARE STANDARD DISKS STAMPED ADRAIN 2 1969.  THE
 JE1912'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 JE1912'PROJECTS 1 INCH.  IT IS 123.5 FEET WEST OF THE CENTER OF U.S.
 JE1912'HIGHWAY 71, 95 FEET EAST-SOUTHEAST OF A POWER POLE WITH YARD
 JE1912'LIGHT, 93 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JE1912'HOUSE, 46 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 36 FEET SOUTH
 JE1912'OF A FENCE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 JE1912'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 JE1912'CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 JE1912'
 JE1912'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ADRAIN NO. 2
 JE1912'1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JE1912'5 INCHES.  IT IS 128 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 JE1912'71 AND IN AN OLD EAST-WEST FENCELINE.
 JE1912'
 JE1912'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ADRAIN 2 NO. 3 1969,
 JE1912'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JE1912'1 INCH.  IT IS 132 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 JE1912'71, 12 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, AND 2 FEET
 JE1912'SOUTH OF A FENCE.
 JE1912'
 JE1912'AZIMUTH MARK, A STANDARD DISK STAMPED ADRAIN 2 1969, IS SET
 JE1912'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 JE1912'IT IS 0.3 MILE EAST OF A RED BRICK HOUSE, 32.5 FEET SOUTH OF THE
 JE1912'CENTER OF A GRAVELED ROAD, 2 FEET NORTHWEST OF A CORNER FENCE
 JE1912'POST, 1 FOOT EAST OF A METAL WITNESS POST, AND 1 FOOT NORTH
 JE1912'OF A FENCE.
 JE1912'
 JE1912'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 JE1912'HIGHWAY 71 FOR 0.35 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 JE1912'AND GO EAST ON A GRAVELED ROAD FOR 0.35 MILE TO A FENCE CORNER
 JE1912'AND THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1905 ***********************************************************************
 JE1905  DESIGNATION -  ADRIAN MUNICIPAL TANK
 JE1905  PID         -  JE1905
 JE1905  STATE/COUNTY-  MO/BATES
 JE1905  USGS QUAD   -  ADRIAN (1981)
 JE1905
 JE1905                         *CURRENT SURVEY CONTROL
 JE1905  ___________________________________________________________________
 JE1905* NAD 83(1997)-  38 23 53.26569(N)    094 21 06.97736(W)     ADJUSTED  
 JE1905* NAVD 88     -                                                        
 JE1905  ___________________________________________________________________
 JE1905  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 JE1905  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE1905
 JE1905  HORZ ORDER  -  THIRD
 JE1905
 JE1905.The horizontal coordinates were established by classical geodetic methods
 JE1905.and adjusted by the National Geodetic Survey in February 2000..
 JE1905
 JE1905
 JE1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1905
 JE1905.The geoid height was determined by GEOID03.
 JE1905
 JE1905;                    North         East     Units Scale Factor Converg.
 JE1905;SPC MO W     -   247,650.193   862,933.258   MT  0.99994324   +0 05 31.1
 JE1905;UTM  15      - 4,250,854.986   381,945.489   MT  0.99977163   -0 50 23.3
 JE1905
 JE1905                          SUPERSEDED SURVEY CONTROL
 JE1905
 JE1905  NAD 83(1997)-  38 23 53.26583(N)    094 21 06.97721(W) AD(       ) 4
 JE1905  NAD 83(1986)-  38 23 53.27389(N)    094 21 06.97486(W) AD(       ) 4
 JE1905  NAD 27      -  38 23 53.21500(N)    094 21 06.15400(W) AD(       ) 3
 JE1905
 JE1905.Superseded values are not recommended for survey control.
 JE1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1905.See file dsdata.txt to determine how the superseded data were derived.
 JE1905
 JE1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8194550855(NAD 83)
 JE1905_MARKER: 53 = ELEVATED TANK
 JE1905
 JE1905  HISTORY     - Date     Condition        Report By
 JE1905  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1905  HISTORY     - 20051105 GOOD             INDIV
 JE1905
 JE1905                          STATION DESCRIPTION
 JE1905
 JE1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1905'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF ADRIAN AND
 JE1905'ABOUT 200 FEET NORTH OF MAIN STREET (STATE ROUTE 18).  IT IS AN
 JE1905'ELEVATED TANK SUPPORTED BY A 4 LEGGED STEEL STRUCTURE WITH AN
 JE1905'OVERALL HEIGHT OF ABOUT 120 FEET.  A BALL AT THE CENTER AND ON
 JE1905'TOP OF THE TANK WAS OBSERVED.
 JE1905
 JE1905                          STATION RECOVERY (2005)
 JE1905
 JE1905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE1905'TANK IS PAINTED WHITE WITH BLACK LETTER ON THE EAST SIDE SPELLING
 JE1905'ADRIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1097 ***********************************************************************
 KD1097  DESIGNATION -  AHOLT
 KD1097  PID         -  KD1097
 KD1097  STATE/COUNTY-  MO/CHARITON
 KD1097  USGS QUAD   -  SALINE CITY (1971)
 KD1097
 KD1097                         *CURRENT SURVEY CONTROL
 KD1097  ___________________________________________________________________
 KD1097* NAD 83(1997)-  39 14 52.84149(N)    092 54 09.51333(W)     ADJUSTED  
 KD1097* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 KD1097  ___________________________________________________________________
 KD1097  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KD1097  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD1097
 KD1097  HORZ ORDER  -  THIRD
 KD1097
 KD1097.The horizontal coordinates were established by classical geodetic methods
 KD1097.and adjusted by the National Geodetic Survey in February 2000..
 KD1097
 KD1097.The orthometric height was scaled from a topographic map.
 KD1097
 KD1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1097
 KD1097.The geoid height was determined by GEOID03.
 KD1097
 KD1097;                    North         East     Units Scale Factor Converg.
 KD1097;SPC MO C     -   379,039.927   465,244.873   MT  0.99994820   -0 15 17.1
 KD1097;UTM  15      - 4,344,303.791   508,400.840   MT  0.99960087   +0 03 41.7
 KD1097
 KD1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1097!SPC MO C     -   0.99997498  x   0.99994820  =   0.99992318
 KD1097!UTM  15      -   0.99997498  x   0.99960087  =   0.99957586
 KD1097
 KD1097:                Primary Azimuth Mark                     Grid Az
 KD1097:SPC MO C     -  GLASGOW ST MARYS CATH CH SPIRE           117 57 53.5
 KD1097:UTM  15      -  GLASGOW ST MARYS CATH CH SPIRE           117 38 54.7
 KD1097
 KD1097|---------------------------------------------------------------------|
 KD1097| PID    Reference Object                     Distance      Geod. Az  |
 KD1097|                                                           dddmmss.s |
 KD1097| KD1090 GLASGOW ST MARYS CATH CH SPIRE      APPROX. 5.6 KM 1174236.4 |
 KD1097| CL8786 AHOLT RM 1                           18.325 METERS 20626     |
 KD1097| CL8787 AHOLT RM 2                           19.285 METERS 26842     |
 KD1097| CL8784 AHOLT AZ MK                                        3275635.5 |
 KD1097| CL8785 AHOLT AZ MK 2                                      3275646.4 |
 KD1097|---------------------------------------------------------------------|
 KD1097
 KD1097                          SUPERSEDED SURVEY CONTROL
 KD1097
 KD1097  NAD 83(1986)-  39 14 52.84704(N)    092 54 09.51741(W) AD(       ) 3
 KD1097  NAD 27      -  39 14 52.75340(N)    092 54 08.84010(W) AD(       ) 3
 KD1097
 KD1097.Superseded values are not recommended for survey control.
 KD1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1097.See file dsdata.txt to determine how the superseded data were derived.
 KD1097
 KD1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0840144304(NAD 83)
 KD1097_MARKER: DS = TRIANGULATION STATION DISK
 KD1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1097
 KD1097  HISTORY     - Date     Condition        Report By
 KD1097  HISTORY     - 1949     MONUMENTED       CGS
 KD1097  HISTORY     - 1967     GOOD             CGS
 KD1097
 KD1097                          STATION DESCRIPTION
 KD1097
 KD1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1097'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST AND 1-1/2 MILES NORTH
 KD1097'OF GLASGOW AND ABOUT 1 MILE SOUTH OF A SCHOOL AND CHURCH KNOWN AS
 KD1097'AHOLT.  IT IS IN THE NORTHEAST CORNER OF A LARGE GROVE OF TREES, 29
 KD1097'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 12 FEET SOUTH OF
 KD1097'A FENCELINE, 11 FEET SOUTHWEST OF A FENCE CORNER AND 9 FEET WEST
 KD1097'NORTHWEST OF A 2 FOOT SYCAMORE TREE WITH TRIANGLE BLAZE.
 KD1097'THE MARK IS STAMPED AHOLT 1949 AND IS SET FLUSH WITH THE
 KD1097'GROUND.
 KD1097'
 KD1097'REFERENCE MARK NO. 1 IS 57 FEET SOUTH OF A 2 FOOT SYCAMORE TREE
 KD1097'WITH A TRIANGLE BLAZE AND IN A NORTH-SOUTH FENCE LINE.  THE MARK
 KD1097'IS STAMPED AHOLT NO 1 1949 AND IS SET FLUSH WITH THE GROUND.
 KD1097'
 KD1097'REFERENCE MARK NO. 2 IS 47 FEET SOUTH OF AN EAST-WEST FENCELINE.
 KD1097'THE MARK IS STAMPED AHOLT NO 2 1949 AND IS SET FLUSH WITH THE
 KD1097'GROUND.
 KD1097'
 KD1097'AZIMUTH MARK IS 19 FEET WEST OF THE CENTERLINE OF THE
 KD1097'ROAD, 4.4 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET
 KD1097'EAST OF A POWER LINE POLE.  THE MARK IS STAMPED AHOLT 1949
 KD1097'AND IS SET FLUSH WITH THE GROUND.
 KD1097'
 KD1097'TO REACH THE STATION FROM THE SMALL CITY OF GLASGOW, FROM
 KD1097'THE JUNCTION OF STATE HIGHWAYS 5 AND 240 NORTHEAST OF THE
 KD1097'BUSINESS DISTRICT, GO NORTH ON STATE HIGHWAY 5 FOR 1.7 MILES
 KD1097'TO THE JUNCTION WITH COUNTY ROUTE V, CONTINUE ON STATE HIGHWAY
 KD1097'5 FOR 0.7 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST
 KD1097'FOR 0.55 MILE TO THE CENTER OF A STEEL BRIDGE, CONTINUE WEST
 KD1097'FOR 0.45 MILE TO A SIDE ROAD LEFT, TURN LEFT ACROSS BRIDGE
 KD1097'AND FOLLOW MAIN ROAD WESTERLY FOR 2.1 MILES TO A T-ROAD LEFT,
 KD1097'TURN LEFT (SOUTH) AND GO 0.3 MILE TO THE AHOLT SCHOOL AND
 KD1097'CHURCH ON THE LEFT, CONTINUE SOUTH FOR 0.9 MILE TO A SIDE
 KD1097'ROAD LEFT, TURN LEFT (EAST) AND GO 0.2 MILE ALONG NORTH
 KD1097'SIDE OF A GROVE OF TREES TO STATION ON RIGHT AS DESCRIBED.
 KD1097'
 KD1097'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1097
 KD1097                          STATION RECOVERY (1967)
 KD1097
 KD1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1097'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN GOOD
 KD1097'CONDITION.  THE AZIMUTH MARK HAD BEEN DISPLACED SO THIS
 KD1097'MARK WAS RESET NEAR ITS ORIGINAL LOCATION AND THE DISK WAS
 KD1097'RESTAMPED.
 KD1097'
 KD1097'TO REACH FROM GLASGOW, FROM THE JUNCTION OF STATE HIGHWAYS 5
 KD1097'AND 240 TO THE NORTHEAST OF THE BUSINESS DISTRICT, GO NORTH
 KD1097'ON STATE HIGHWAY 5 FOR 1.65 MILES TO THE JUNCTION WITH COUNTY
 KD1097'ROUTE V, CONTINUE ON HIGHWAY 5 FOR 0.7 MILE TO A SIDE ROAD
 KD1097'LEFT, TURN LEFT OFF HIGHWAY AND GO WEST FOR 0.9 MILE TO A
 KD1097'SIDE ROAD LEFT, TURN LEFT AND GO SOUTHWEST FOR 0.1 MILE TO
 KD1097'FORKS JUST AFTER CROSSING A STEEL BRIDGE, TAKE LEFT FORK AND
 KD1097'GO SOUTHWEST AND SOUTH ON MAIN ROAD FOR 0.65 MILE TO POINT
 KD1097'WHERE MAIN ROAD TURNS RIGHT, TURN RIGHT AND GO WEST FOR 1.55
 KD1097'MILE TO A T-INTERSECTION, TURN LEFT AND GO SOUTH FOR 0.05 MILE
 KD1097'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR 0.1
 KD1097'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST-SOUTHEAST
 KD1097'FOR 0.15 MILE TO A FENCE CORNER AND STATION ON THE
 KD1097'RIGHT.
 KD1097'
 KD1097'THE STATION IS 12 FEET SOUTHWEST OF THE FENCE CORNER, 10 FEET
 KD1097'SOUTH OF A METAL WITNESS POST AND 7.5 FEET WEST OF A FENCE.
 KD1097'THE STATION MARK IS FLUSH AND THE DISK IS STAMPED AHOLT 1949.
 KD1097'
 KD1097'R.M. NO. 1 IS 69.5 FEET SOUTH-SOUTHWEST OF THE FENCE CORNER
 KD1097'AND 0.5 FOOT EAST OF THE FENCE.  THE MARK IS ABOUT 12 INCHES
 KD1097'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED AHOLT
 KD1097'NO 1 1949.
 KD1097'
 KD1097'R.M. NO. 2 IS 46.5 FEET SOUTH-SOUTHWEST OF A FENCE, 33 FEET
 KD1097'SOUTHEAST OF A 4-FOOT COTTONWOOD TREE AND 2 FEET NORTHEAST OF
 KD1097'A 20-INCH STUMP.  THE MARK IS 2 INCHES BELOW THE SURFACE AND THE
 KD1097'DISK IS STAMPED AHOLT NO 2 1949.
 KD1097'
 KD1097'THE AZIMUTH MARK IS ABOUT 21 FEET WEST OF THE CENTERLINE OF THE
 KD1097'ROAD, 3 FEET SOUTHEAST OF A BOXELDER TREE, 2 FEET EAST OF A
 KD1097'POWERLINE POLE AND 1.5 FEET NORTH OF A METAL WITNESS POST.  THE
 KD1097'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED AHOLT 1949 AZ 2
 KD1097'1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1246 ***********************************************************************
 HD1246  DESIGNATION -  AIRPORT AZ MK
 HD1246  PID         -  HD1246
 HD1246  STATE/COUNTY-  MO/POLK
 HD1246  USGS QUAD   -  BOLIVAR (1981)
 HD1246
 HD1246                         *CURRENT SURVEY CONTROL
 HD1246  ___________________________________________________________________
 HD1246* NAD 83(1997)-  37 36 19.79656(N)    093 26 06.68399(W)     ADJUSTED  
 HD1246* NAVD 88     -       341.2    (meters)    1119.     (feet)  VERTCON   
 HD1246  ___________________________________________________________________
 HD1246  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 HD1246  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HD1246
 HD1246  HORZ ORDER  -  THIRD
 HD1246
 HD1246.The horizontal coordinates were established by classical geodetic methods
 HD1246.and adjusted by the National Geodetic Survey in February 2000..
 HD1246
 HD1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1246
 HD1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1246
 HD1246.The geoid height was determined by GEOID03.
 HD1246
 HD1246;                    North         East     Units Scale Factor Converg.
 HD1246;SPC MO C     -   197,059.644   417,426.454   MT  1.00001729   -0 34 14.5
 HD1246;UTM  15      - 4,162,134.810   461,587.613   MT  0.99961817   -0 15 56.0
 HD1246
 HD1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1246!SPC MO C     -   0.99995122  x   1.00001729  =   0.99996851
 HD1246!UTM  15      -   0.99995122  x   0.99961817  =   0.99956940
 HD1246
 HD1246                          SUPERSEDED SURVEY CONTROL
 HD1246
 HD1246  NAD 83(1997)-  37 36 19.79919(N)    093 26 06.68403(W) AD(       ) 3
 HD1246  NAD 83(1997)-  37 36 19.80851(N)    093 26 06.68390(W) AD(       ) 3
 HD1246  NAD 83(1986)-  37 36 19.80849(N)    093 26 06.68314(W) AD(       ) 3
 HD1246  NAD 27      -  37 36 19.66968(N)    093 26 05.96769(W) AD(       ) 3
 HD1246  NGVD 29 (07/19/86)  341.1    (m)         1119.     (f) VERT ANG       
 HD1246
 HD1246.Superseded values are not recommended for survey control.
 HD1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1246.See file dsdata.txt to determine how the superseded data were derived.
 HD1246
 HD1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6158862135(NAD 83)
 HD1246_MARKER: DZ = AZIMUTH MARK DISK
 HD1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1246_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1246+STABILITY: SURFACE MOTION
 HD1246
 HD1246  HISTORY     - Date     Condition        Report By
 HD1246  HISTORY     - 1975     MONUMENTED       NGS
 HD1246
 HD1246                          STATION DESCRIPTION
 HD1246
 HD1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HD1246'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE
 HD1246'IN BOLIVAR, GO WEST ON STATE HIGHWAY 32 AND BUSINESS HIGHWAY 13 FOR
 HD1246'1.3 MILE TO THE JUNCTION OF ROUTE T.  TURN LEFT AND
 HD1246'GO SOUTH ON ROUTE T FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HD1246'
 HD1246'THE STATION MARK IS A STANDARD DISK STAMPED AIRPORT 1960, SET IN THE
 HD1246'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 HD1246'ABOVE THE GROUND SURFACE.  IT IS 98 FEET NORTH OF A POWER POLE, 40
 HD1246'FEET EAST OF THE CENTER OF COUNTY ROUTE T, 2 FEET NORTH OF A METAL
 HD1246'WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0944 ***********************************************************************
 HE0944  DESIGNATION -  AIRPORT BCN CARTHAGE MUN APT
 HE0944  PID         -  HE0944
 HE0944  STATE/COUNTY-  MO/JASPER
 HE0944  USGS QUAD   -  CARTHAGE (1978)
 HE0944
 HE0944                         *CURRENT SURVEY CONTROL
 HE0944  ___________________________________________________________________
 HE0944* NAD 83(1997)-  37 08 40.89953(N)    094 18 45.74814(W)     ADJUSTED  
 HE0944* NAVD 88     -                                                        
 HE0944  ___________________________________________________________________
 HE0944  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 HE0944  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 HE0944
 HE0944  HORZ ORDER  -  THIRD
 HE0944
 HE0944.The horizontal coordinates were established by classical geodetic methods
 HE0944.and adjusted by the National Geodetic Survey in February 2000..
 HE0944
 HE0944
 HE0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0944
 HE0944.The geoid height was determined by GEOID03.
 HE0944
 HE0944;                    North         East     Units Scale Factor Converg.
 HE0944;SPC MO W     -   108,542.947   866,638.577   MT  0.99994459   +0 06 47.1
 HE0944;UTM  15      - 4,111,730.469   383,419.326   MT  0.99976742   -0 47 33.9
 HE0944
 HE0944                          SUPERSEDED SURVEY CONTROL
 HE0944
 HE0944  NAD 83(1997)-  37 08 40.89996(N)    094 18 45.74829(W) AD(       ) 4
 HE0944  NAD 83(1997)-  37 08 40.90796(N)    094 18 45.75112(W) AD(       ) 4
 HE0944  NAD 83(1986)-  37 08 40.91324(N)    094 18 45.74567(W) AD(       ) 4
 HE0944  NAD 27      -  37 08 40.70100(N)    094 18 44.94900(W) AD(       ) 3
 HE0944
 HE0944.Superseded values are not recommended for survey control.
 HE0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0944.See file dsdata.txt to determine how the superseded data were derived.
 HE0944
 HE0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8341911730(NAD 83)
 HE0944_MARKER: DD = SURVEY DISK
 HE0944_SETTING: 0 = UNSPECIFIED SETTING
 HE0944_MARK LOGO: NGS   
 HE0944_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0944
 HE0944  HISTORY     - Date     Condition        Report By
 HE0944  HISTORY     - 1947     MONUMENTED       NGS
 HE0944  HISTORY     - 19830419 GOOD             NGS
 HE0944  HISTORY     - 19910323 GOOD             USPSQD
 HE0944
 HE0944                          STATION DESCRIPTION
 HE0944
 HE0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 (GWM)
 HE0944'THE STATION IS THE CENTER OF THE REVOLVING GREEN AND WHITE LIGHT.
 HE0944'THE LIGHT IS ON TOP OF A FOUR LEGGED STEEL STRUCTURE, PAINTED
 HE0944'ALTERNATELY IN INTERNATIONAL RED AND WHITE.  THE OVERALL HEIGHT
 HE0944'IS ABOUT 50 FEET.
 HE0944'
 HE0944'THE BEACON IS LOCATED AT THE CARTHAGE MUNICIPAL AIRPORT IN THE
 HE0944'SOUTHWEST EDGE OF CARTHAGE.
 HE0944
 HE0944                          STATION RECOVERY (1983)
 HE0944
 HE0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HE0944'THE STATION, AIRPORT BEACON CARTHAGE MUNICIPAL AIRPORT, WAS RECOVERED
 HE0944'IN GOOD CONDITION, THE ORIGINAL DESCRIPTION BEING ADEQUATE
 HE0944
 HE0944                          STATION RECOVERY (1991)
 HE0944
 HE0944'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMR)
 HE0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0940 ***********************************************************************
 HC0940  DESIGNATION -  AIRPORT BCN FARMINGTON MUN APT
 HC0940  PID         -  HC0940
 HC0940  STATE/COUNTY-  MO/ST FRANCOIS
 HC0940  USGS QUAD   -  FARMINGTON (1982)
 HC0940
 HC0940                         *CURRENT SURVEY CONTROL
 HC0940  ___________________________________________________________________
 HC0940* NAD 83(1997)-  37 46 35.05616(N)    090 24 21.32443(W)     ADJUSTED  
 HC0940* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 HC0940  ___________________________________________________________________
 HC0940  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HC0940  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 HC0940
 HC0940  HORZ ORDER  -  THIRD
 HC0940
 HC0940.The horizontal coordinates were established by classical geodetic methods
 HC0940.and adjusted by the National Geodetic Survey in February 2000..
 HC0940
 HC0940.The orthometric height was scaled from a topographic map.
 HC0940
 HC0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0940
 HC0940.The geoid height was determined by GEOID03.
 HC0940
 HC0940;                    North         East     Units Scale Factor Converg.
 HC0940;SPC MO E     -   215,620.210   258,287.448   MT  0.99993418   +0 03 27.5
 HC0940;UTM  15      - 4,184,176.507   728,462.420   MT  1.00024293   +1 35 23.2
 HC0940
 HC0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0940!SPC MO E     -   0.99996177  x   0.99993418  =   0.99989595
 HC0940!UTM  15      -   0.99996177  x   1.00024293  =   1.00020469
 HC0940
 HC0940                          SUPERSEDED SURVEY CONTROL
 HC0940
 HC0940  NAD 83(1997)-  37 46 35.06149(N)    090 24 21.32129(W) AD(       ) 4
 HC0940  NAD 83(1986)-  37 46 35.06854(N)    090 24 21.32153(W) AD(       ) 4
 HC0940  NAD 27      -  37 46 34.88000(N)    090 24 20.87000(W) AD(       ) 3
 HC0940
 HC0940.Superseded values are not recommended for survey control.
 HC0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0940.See file dsdata.txt to determine how the superseded data were derived.
 HC0940
 HC0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2846284177(NAD 83)
 HC0940_MARKER: 22 = AIRWAY BEACON
 HC0940
 HC0940  HISTORY     - Date     Condition        Report By
 HC0940  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC0940
 HC0940                          STATION DESCRIPTION
 HC0940
 HC0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0940'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF FARMINGTON,
 HC0940'JUST SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 HC0940'ROUTE 32.
 HC0940'
 HC0940'THE BEACON IS A STANDARD BEACON MOUNTED ON TOP OF A FOUR
 HC0940'LEGGED STEEL STRUCTURE AND IS ABOUT 40 FEET HIGH.  THE CENTER
 HC0940'OF THE BEACON WAS TRAVERSED TO.  IT IS 153.379 FEET (46.751 M.)
 HC0940'NORTH OF TRIANGULATION STATION FARMINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1037 ***********************************************************************
 HE1037  DESIGNATION -  AIRPORT BCN JOPLIN MUN APT
 HE1037  PID         -  HE1037
 HE1037  STATE/COUNTY-  MO/JASPER
 HE1037  USGS QUAD   -  CARL JUNCTION (1978)
 HE1037
 HE1037                         *CURRENT SURVEY CONTROL
 HE1037  ___________________________________________________________________
 HE1037* NAD 83(1997)-  37 08 48.07638(N)    094 30 05.27932(W)     ADJUSTED  
 HE1037* NAVD 88     -                                                        
 HE1037  ___________________________________________________________________
 HE1037  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 HE1037  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HE1037
 HE1037  HORZ ORDER  -  THIRD
 HE1037
 HE1037.This mark is at Joplin Regional Airport (JLN)
 HE1037
 HE1037.The horizontal coordinates were established by classical geodetic methods
 HE1037.and adjusted by the National Geodetic Survey in February 2000..
 HE1037
 HE1037
 HE1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1037
 HE1037.The geoid height was determined by GEOID03.
 HE1037
 HE1037;                    North         East     Units Scale Factor Converg.
 HE1037;SPC MO W     -   108,747.761   849,869.725   MT  0.99994118   -0 00 03.2
 HE1037;UTM  15      - 4,112,200.301   366,658.318   MT  0.99981903   -0 54 24.5
 HE1037
 HE1037                          SUPERSEDED SURVEY CONTROL
 HE1037
 HE1037  NAD 83(1997)-  37 08 48.07640(N)    094 30 05.27931(W) AD(       ) 4
 HE1037  NAD 83(1997)-  37 08 48.08350(N)    094 30 05.28184(W) AD(       ) 4
 HE1037  NAD 83(1986)-  37 08 48.09068(N)    094 30 05.27652(W) AD(       ) 4
 HE1037  NAD 27      -  37 08 47.88400(N)    094 30 04.45700(W) AD(       ) 3
 HE1037
 HE1037.Superseded values are not recommended for survey control.
 HE1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1037.See file dsdata.txt to determine how the superseded data were derived.
 HE1037
 HE1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6665812200(NAD 83)
 HE1037_MARKER: 21 = AIRPORT BEACON
 HE1037
 HE1037  HISTORY     - Date     Condition        Report By
 HE1037  HISTORY     - 1960     FIRST OBSERVED   CGS
 HE1037  HISTORY     - 1960     GOOD             CGS
 HE1037  HISTORY     - 1960     GOOD             CGS
 HE1037  HISTORY     - 1967     GOOD             CGS
 HE1037  HISTORY     - 19881122 GOOD             NGS
 HE1037
 HE1037                          STATION DESCRIPTION
 HE1037
 HE1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JP)
 HE1037'THE BEACON WAS MOVED IN 1959.  A NEW DESCRIPTION FOLLOWS- THE
 HE1037'STATION IS ON THE WEST EDGE OF AIRPORT, 147 FEET SOUTHWEST OF
 HE1037'TERMINAL BUILDING, 80 FEET SOUTH OF AIRPORT DRIVEWAY, 29 FEET
 HE1037'WEST OF PARKING LOT.  ROTATING LIGHT IS MOUNTED ON SQUARE
 HE1037'SKELETON STEEL TOWER ABOUT 50 FEET HIGH.  POINT OBSERVED ON,
 HE1037'CENTER SHAFT, DIRECTLY BELOW ROTATING LIGHT.
 HE1037
 HE1037                          STATION RECOVERY (1960)
 HE1037
 HE1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 HE1037'THE AIRPORT BEACON WAS MOVED IN 1959.  THE STATION OF 1955
 HE1037'IS GONE.
 HE1037
 HE1037                          STATION RECOVERY (1960)
 HE1037
 HE1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 HE1037'THE STATION IS ON THE WEST EDGE OF THE AIRPORT, 147 FEET SOUTHWEST
 HE1037'OF THE TERMINAL BUILDING, 80 FEET SOUTH OF THE AIRPORT DRIVEWAY.
 HE1037'A ROTATING LIGHT MOUNTED ON A SQUARE SKELETON STEEL TOWER.  POINT
 HE1037'OF OBSERVATION WAS THE CENTER OF THE SPINDLE DIRECTLY BELOW THE
 HE1037'ROTATING LIGHT.
 HE1037
 HE1037                          STATION RECOVERY (1967)
 HE1037
 HE1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 HE1037'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 HE1037
 HE1037                          STATION RECOVERY (1988)
 HE1037
 HE1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HE1037'THE STATION IS AT THE WEST EDGE OF THE AIRPORT, 147 FT (44.8 M)
 HE1037'SOUTHWEST OF THE TERMINAL BUILDING, 80 FT (24.4 M) SOUTH OF A
 HE1037'DRIVEWAY.  A ROTATING LIGHT MOUNTED ON A SQUARE SKELETON STEEL TOWER.
 HE1037'POINT OF OBSERVATION WAS THE CENTER OF THE SPINDLE DIRECTLY BELOW THE
 HE1037'ROTATING LIGHT.  NOTE, STATION PUBLISHED BY GEODESY 1960 QUAD 370943
 HE1037'STA 1033.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1428 ***********************************************************************
 KE1428  DESIGNATION -  AIRPORT BCN MID CONTINENT APT
 KE1428  PID         -  KE1428
 KE1428  STATE/COUNTY-  MO/PLATTE
 KE1428  USGS QUAD   -  FERRELVIEW (1975)
 KE1428
 KE1428                         *CURRENT SURVEY CONTROL
 KE1428  ___________________________________________________________________
 KE1428* NAD 83(1997)-  39 17 28.58244(N)    094 41 35.84079(W)     ADJUSTED  
 KE1428* NAVD 88     -                                                        
 KE1428  ___________________________________________________________________
 KE1428  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 KE1428  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE1428
 KE1428  HORZ ORDER  -  THIRD
 KE1428
 KE1428.This mark is at Kansas City Intl Airport (MCI)
 KE1428
 KE1428.The horizontal coordinates were established by classical geodetic methods
 KE1428.and adjusted by the National Geodetic Survey in February 2000..
 KE1428
 KE1428
 KE1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1428
 KE1428.The geoid height was determined by GEOID03.
 KE1428
 KE1428;                    North         East     Units Scale Factor Converg.
 KE1428;SPC MO W     -   346,801.912   833,325.901   MT  0.99994460   -0 07 20.7
 KE1428;UTM  15      - 4,350,466.928   353,973.930   MT  0.99986255   -1 04 21.0
 KE1428
 KE1428                          SUPERSEDED SURVEY CONTROL
 KE1428
 KE1428  NAD 83(1997)-  39 17 28.58242(N)    094 41 35.84083(W) AD(       ) 4
 KE1428  NAD 83(1986)-  39 17 28.58983(N)    094 41 35.83390(W) AD(       ) 4
 KE1428  NAD 27      -  39 17 28.58301(N)    094 41 34.97960(W) AD(       ) 3
 KE1428
 KE1428.Superseded values are not recommended for survey control.
 KE1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1428.See file dsdata.txt to determine how the superseded data were derived.
 KE1428
 KE1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5397450467(NAD 83)
 KE1428_MARKER: 21 = AIRPORT BEACON
 KE1428
 KE1428  HISTORY     - Date     Condition        Report By
 KE1428  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1428  HISTORY     - 1974     GOOD             NGS
 KE1428  HISTORY     - 1976     GOOD             NGS
 KE1428  HISTORY     - 1978     GOOD             NGS
 KE1428  HISTORY     - 19880615 GOOD             NGS
 KE1428
 KE1428                          STATION DESCRIPTION
 KE1428
 KE1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1428'THE STATION, AIRPORT BEACON MID-CONTINENT INTERNATIONAL AIRPORT, IS
 KE1428'THE CENTER OF A ROTATING BEACON, MOUNTED ATOP A TAPERED IRON POLE.
 KE1428'THE STRUCTURE HAS AN OVERALL HEIGHT OF 55 FEET AND HAS A ROUND CAT
 KE1428'WALK AT THE TOP.  IT IS LOCATED AT THE NORTHEAST CORNER OF THE
 KE1428'AIRPORT AND IS 35 FEET EAST OF A BLACKTOPPED ROAD.  THE AIRPORT IS
 KE1428'LOCATED ABOUT 20 MILES NORTHWEST OF THE CENTER OF KANSAS CITY,
 KE1428'MISSOURI.
 KE1428
 KE1428                          STATION RECOVERY (1974)
 KE1428
 KE1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KE1428'AIRPORT BEACON, KANSAS CITY MID-CONTINENT INTERNATIONAL AIRPORT, IS A
 KE1428'SINGLE STEEL POLE ABOUT 60 FEET HIGH WITH A REVOLVING BEACON ON
 KE1428'TOP.
 KE1428'
 KE1428'STATION IS THE CENTER OF THE REVOLVING LIGHT.
 KE1428'
 KE1428'BEACON IS LOCATED ABOUT 16 MILES NORTHWEST OF KANSAS CITY, MISSOURI,
 KE1428'10 MILES EAST OF LEAVENWORTH, KANSAS AT THE EAST EDGE OF THE
 KE1428'AIRPORT.  IT IS ABOUT 0.5 MILE SOUTHWEST OF THE INTERSECTION OF
 KE1428'I-29 HIGHWAY AND 112TH STREET AND ABOUT 0.5 MILE SOUTH OF A LARGE
 KE1428'RED AND WHITE WATER TANK.
 KE1428'
 KE1428'NOTE--THIS STATION WAS INCORRECTLY POSITIONED IN 1972.  THE 1974
 KE1428'POSITION IS VERIFIED.
 KE1428
 KE1428                          STATION RECOVERY (1976)
 KE1428
 KE1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HBA)
 KE1428'RECOVERED AS DESCRIBED.
 KE1428'
 KE1428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY
 KE1428'INTL AIRPORT.
 KE1428
 KE1428                          STATION RECOVERY (1978)
 KE1428
 KE1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 KE1428'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION WAS NOT AVAILABLE TO
 KE1428'THE FIELD PARTY.
 KE1428'
 KE1428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY
 KE1428'INTERNATIONAL AIRPORT.
 KE1428
 KE1428                          STATION RECOVERY (1988)
 KE1428
 KE1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KE1428'THE AIRPORT BEACON IS LOCATED IN THE SOUTHEAST PART OF THE AIRPORT
 KE1428'ABOUT 1100 FT (335.3 M) NNW OF RUNWAY END 27.  IT IS AT THE EAST EDGE
 KE1428'OF A FUEL STORAGE AREA BETWEEN A PAIR OF SMALL ROUND TANKS AND A PAIR
 KE1428'OF LARGER ROUND TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1818 ***********************************************************************
 GD1818  DESIGNATION -  AIRPORT BCN NEW MADRID CO APT
 GD1818  PID         -  GD1818
 GD1818  STATE/COUNTY-  MO/NEW MADRID
 GD1818  USGS QUAD   -  NEW MADRID (1971)
 GD1818
 GD1818                         *CURRENT SURVEY CONTROL
 GD1818  ___________________________________________________________________
 GD1818* NAD 83(1997)-  36 32 04.11424(N)    089 36 08.38929(W)     ADJUSTED  
 GD1818* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 GD1818  ___________________________________________________________________
 GD1818  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 GD1818  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GD1818
 GD1818  HORZ ORDER  -  THIRD
 GD1818
 GD1818.This mark is at County Mem Airport (EIW)
 GD1818
 GD1818.The horizontal coordinates were established by classical geodetic methods
 GD1818.and adjusted by the National Geodetic Survey in February 2000..
 GD1818
 GD1818.The orthometric height was scaled from a topographic map.
 GD1818
 GD1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1818
 GD1818.The geoid height was determined by GEOID03.
 GD1818
 GD1818;                    North         East     Units Scale Factor Converg.
 GD1818;SPC MO E     -    78,170.197   330,383.151   MT  1.00001291   +0 32 03.9
 GD1818;UTM  16      - 4,046,383.176   267,027.443   MT  1.00026875   -1 32 59.6
 GD1818
 GD1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1818!SPC MO E     -   0.99998971  x   1.00001291  =   1.00000262
 GD1818!UTM  16      -   0.99998971  x   1.00026875  =   1.00025846
 GD1818
 GD1818                          SUPERSEDED SURVEY CONTROL
 GD1818
 GD1818  NAD 83(1997)-  36 32 04.11469(N)    089 36 08.38905(W) AD(       ) 4
 GD1818  NAD 83(1997)-  36 32 04.11494(N)    089 36 08.38902(W) AD(       ) 4
 GD1818  NAD 83(1997)-  36 32 04.12408(N)    089 36 08.38881(W) AD(       ) 4
 GD1818  NAD 83(1997)-  36 32 04.12552(N)    089 36 08.38804(W) AD(       ) 4
 GD1818  NAD 83(1986)-  36 32 04.12562(N)    089 36 08.38750(W) AD(       ) 4
 GD1818  NAD 27      -  36 32 03.90536(N)    089 36 08.10098(W) AD(       ) 3
 GD1818
 GD1818.Superseded values are not recommended for survey control.
 GD1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1818.See file dsdata.txt to determine how the superseded data were derived.
 GD1818
 GD1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6702746383(NAD 83)
 GD1818_MARKER: 21 = AIRPORT BEACON
 GD1818
 GD1818  HISTORY     - Date     Condition        Report By
 GD1818  HISTORY     - 1977     FIRST OBSERVED   NGS
 GD1818
 GD1818                          STATION DESCRIPTION
 GD1818
 GD1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1818'THE STATION IS THE TOP CENTER OF THE NEW MADRID COUNTY
 GD1818'AIRPORT BEACON, OWNED BY NEW MADRID COUNTY AND IS
 GD1818'LOCATED ABOUT 1.2 MILES NORTH-NORTHEAST OF THE CITY OF
 GD1818'MARSTON, AT THE NEW MADRID COUNTY AIRPORT AND 150 FEET NORTH-
 GD1818'NORTHWEST OF THE NORTHWEST CORNER OF A METAL HANGAR BUILDING.
 GD1818'IT IS A ROTATING, GREEN AND WHITE, BEACON ATOP A SINGLE COLUMN
 GD1818'STEEL POLE MAST, PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 GD1818'AND HAS AN OVERALL HEIGHT OF ABOUT 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1774 ***********************************************************************
 GD1774  DESIGNATION -  AIRPORT BCN SIKESTON MUN APT
 GD1774  PID         -  GD1774
 GD1774  STATE/COUNTY-  MO/SCOTT
 GD1774  USGS QUAD   -  SIKESTON NORTH (1979)
 GD1774
 GD1774                         *CURRENT SURVEY CONTROL
 GD1774  ___________________________________________________________________
 GD1774* NAD 83(1997)-  36 53 10.40228(N)    089 33 56.49727(W)     ADJUSTED  
 GD1774* NAVD 88     -                                                        
 GD1774  ___________________________________________________________________
 GD1774  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GD1774  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1774
 GD1774  HORZ ORDER  -  THIRD
 GD1774
 GD1774.This mark is at Sikeston Mem Municipal Airport (SIK)
 GD1774
 GD1774.The horizontal coordinates were established by classical geodetic methods
 GD1774.and adjusted by the National Geodetic Survey in February 2000..
 GD1774
 GD1774
 GD1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1774
 GD1774.The geoid height was determined by GEOID03.
 GD1774
 GD1774;                    North         East     Units Scale Factor Converg.
 GD1774;SPC MO E     -   117,234.426   333,283.405   MT  1.00001875   +0 33 39.0
 GD1774;UTM  16      - 4,085,324.795   271,353.427   MT  1.00024410   -1 32 26.4
 GD1774
 GD1774                          SUPERSEDED SURVEY CONTROL
 GD1774
 GD1774  NAD 83(1997)-  36 53 10.40213(N)    089 33 56.49701(W) AD(       ) 4
 GD1774  NAD 83(1997)-  36 53 10.40566(N)    089 33 56.49624(W) AD(       ) 4
 GD1774  NAD 83(1997)-  36 53 10.41289(N)    089 33 56.49368(W) AD(       ) 4
 GD1774  NAD 83(1986)-  36 53 10.41347(N)    089 33 56.49851(W) AD(       ) 4
 GD1774  NAD 27      -  36 53 10.22700(N)    089 33 56.21400(W) AD(       ) 3
 GD1774
 GD1774.Superseded values are not recommended for survey control.
 GD1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1774.See file dsdata.txt to determine how the superseded data were derived.
 GD1774
 GD1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7135385325(NAD 83)
 GD1774_MARKER: 21 = AIRPORT BEACON
 GD1774
 GD1774  HISTORY     - Date     Condition        Report By
 GD1774  HISTORY     - 1955     FIRST OBSERVED   CGS
 GD1774  HISTORY     - 1970     GOOD             NGS
 GD1774
 GD1774                          STATION DESCRIPTION
 GD1774
 GD1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1774'THE STATION IS THE CENTER OF THE FLASHING GREEN AND WHITE AIRPORT
 GD1774'BEACON WHICH IS LOCATED AT THE SIKESTON MUNICIPAL AIRPORT JUST WEST
 GD1774'OF THE PARKING APRON.
 GD1774'
 GD1774'THE CENTER OF THE LIGHT IS 72 FEET ABOVE THE GROUND.
 GD1774
 GD1774                          STATION RECOVERY (1970)
 GD1774
 GD1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1774'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1856 ***********************************************************************
 GD1856  DESIGNATION -  AIRPORT BEACON DEXTER MUN APT
 GD1856  PID         -  GD1856
 GD1856  STATE/COUNTY-  MO/STODDARD
 GD1856  USGS QUAD   -  DEXTER (1979)
 GD1856
 GD1856                         *CURRENT SURVEY CONTROL
 GD1856  ___________________________________________________________________
 GD1856* NAD 83(1997)-  36 47 00.80977(N)    089 56 18.39169(W)     ADJUSTED  
 GD1856* NAVD 88     -                                                        
 GD1856  ___________________________________________________________________
 GD1856  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 GD1856  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GD1856
 GD1856  HORZ ORDER  -  THIRD
 GD1856
 GD1856.This mark is at Dexter Municipal Airport (DXE)
 GD1856
 GD1856.The horizontal coordinates were established by classical geodetic methods
 GD1856.and adjusted by the National Geodetic Survey in February 2000..
 GD1856
 GD1856
 GD1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1856
 GD1856.The geoid height was determined by GEOID03.
 GD1856
 GD1856;                    North         East     Units Scale Factor Converg.
 GD1856;SPC MO E     -   105,581.515   300,123.415   MT  0.99996427   +0 20 10.6
 GD1856;UTM  16      - 4,074,890.617   237,776.973   MT  1.00044720   -1 45 37.9
 GD1856;UTM  15      - 4,075,235.490   773,212.646   MT  1.00051971   +1 50 03.8
 GD1856
 GD1856                          SUPERSEDED SURVEY CONTROL
 GD1856
 GD1856  NAD 83(1997)-  36 47 00.81134(N)    089 56 18.39196(W) AD(       ) 4
 GD1856  NAD 83(1997)-  36 47 00.81992(N)    089 56 18.38875(W) AD(       ) 4
 GD1856  NAD 83(1997)-  36 47 00.82110(N)    089 56 18.39013(W) AD(       ) 4
 GD1856  NAD 83(1986)-  36 47 00.82050(N)    089 56 18.39110(W) AD(       ) 4
 GD1856  NAD 27      -  36 47 00.65500(N)    089 56 18.04200(W) AD(       ) 3
 GD1856
 GD1856.Superseded values are not recommended for survey control.
 GD1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1856.See file dsdata.txt to determine how the superseded data were derived.
 GD1856
 GD1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3777774891(NAD 83)
 GD1856_MARKER: 21 = AIRPORT BEACON
 GD1856
 GD1856  HISTORY     - Date     Condition        Report By
 GD1856  HISTORY     - 1954     FIRST OBSERVED   CGS
 GD1856  HISTORY     - 1970     GOOD             NGS
 GD1856
 GD1856                          STATION DESCRIPTION
 GD1856
 GD1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1856'THE STATION IS LOCATED 1.5 MILES SOUTHEAST OF DEXTER.  THE MAST IS
 GD1856'PAINTED ALTERNATELY RED AND WHITE AND HAS A ROTATING FLASHING LIGHT
 GD1856'AT THE APEX.  IT HAS AN APPROXIMATE HEIGHT OF 45 FEET.
 GD1856'
 GD1856'THE POINT OBSERVED UPON WAS THE FLASHING LIGHT AT THE APEX.
 GD1856'
 GD1856'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GD1856'HIGHWAY 25 AT THE NORTH END OF NORTH WALNUT STREET IN DEXTER, GO
 GD1856'EAST ON THE COMBINED HIGHWAYS FOR 0.45 MILE TO A POINT WHERE STATE
 GD1856'HIGHWAY 25 BEARS TO THE NORTH, HERE TURN RIGHT AND FOLLOW U.S.
 GD1856'HIGHWAY 60 FOR 1.2 MILES TO THE ENTRANCE, ON THE RIGHT, TO THE
 GD1856'DEXTER MUNICIPAL AIRPORT, HERE TURN RIGHT AND GO 0.3 MILE TO
 GD1856'THE STATION ON THE LEFT AS DESCRIBED.
 GD1856
 GD1856                          STATION RECOVERY (1970)
 GD1856
 GD1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1856'THE BEACON WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 GD1856'DESCRIPTION IS GOOD WITH THE FOLLOWING CHANGE.  THE JUNCTION IS
 GD1856'NOW STATE HIGHWAYS 114 AND 25 INSTEAD OF U. S. HIGHWAY 60 AND 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1836 ***********************************************************************
 GD1836  DESIGNATION -  AIRPORT BEACON MALDEN AIR BASE
 GD1836  PID         -  GD1836
 GD1836  STATE/COUNTY-  MO/DUNKLIN
 GD1836  USGS QUAD   -  MALDEN (1978)
 GD1836
 GD1836                         *CURRENT SURVEY CONTROL
 GD1836  ___________________________________________________________________
 GD1836* NAD 83(1997)-  36 36 14.89128(N)    089 58 16.65095(W)     ADJUSTED  
 GD1836* NAVD 88     -                                                        
 GD1836  ___________________________________________________________________
 GD1836  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 GD1836  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GD1836
 GD1836  HORZ ORDER  -  THIRD
 GD1836
 GD1836.This mark is at Malden Municipal Airport (MAW)
 GD1836
 GD1836.The horizontal coordinates were established by classical geodetic methods
 GD1836.and adjusted by the National Geodetic Survey in February 2000..
 GD1836
 GD1836
 GD1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1836
 GD1836.The geoid height was determined by GEOID03.
 GD1836
 GD1836;                    North         East     Units Scale Factor Converg.
 GD1836;SPC MO E     -    85,655.112   297,301.073   MT  0.99996089   +0 18 55.0
 GD1836;UTM  16      - 4,055,070.718   234,227.213   MT  1.00047033   -1 46 22.0
 GD1836;UTM  15      - 4,055,231.252   770,909.860   MT  1.00050431   +1 48 25.4
 GD1836
 GD1836                          SUPERSEDED SURVEY CONTROL
 GD1836
 GD1836  NAD 83(1997)-  36 36 14.89452(N)    089 58 16.65072(W) AD(       ) 4
 GD1836  NAD 83(1997)-  36 36 14.90180(N)    089 58 16.64677(W) AD(       ) 4
 GD1836  NAD 83(1997)-  36 36 14.90095(N)    089 58 16.65028(W) AD(       ) 4
 GD1836  NAD 83(1986)-  36 36 14.90064(N)    089 58 16.65060(W) AD(       ) 4
 GD1836  NAD 27      -  36 36 14.69500(N)    089 58 16.32100(W) AD(       ) 3
 GD1836
 GD1836.Superseded values are not recommended for survey control.
 GD1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1836.See file dsdata.txt to determine how the superseded data were derived.
 GD1836
 GD1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3422755071(NAD 83)
 GD1836_MARKER: 21 = AIRPORT BEACON
 GD1836
 GD1836  HISTORY     - Date     Condition        Report By
 GD1836  HISTORY     - 1954     FIRST OBSERVED   CGS
 GD1836
 GD1836                          STATION DESCRIPTION
 GD1836
 GD1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1836'THE STATION IS LOCATED AT THE EASTERN EDGE OF THE MALDEN, MUNICIPAL
 GD1836'AIRPORT, ABOUT 100 YARDS WEST OF STATE HIGHWAY 25, AND ABOUT 20
 GD1836'YARDS EAST OF A SEWAGE DISPOSAL PLANT.  IT IS A 4-LEGGED STEEL
 GD1836'STRUCTURE, PAINTED ALTERNATELY RED AND WHITE, AND HAS A ROTATING
 GD1836'FLASHING LIGHT AT THE APEX.  IT HAS AN APPROXIMATE OVERALL HEIGHT
 GD1836'OF 40 FEET.
 GD1836'
 GD1836'THE FLASHING LIGHT WAS THE POINT OBSERVED UPON.
 GD1836'
 GD1836'TO REACH THE STATION FROM THE POST OFFICE IN MALDEN GO NORTH FOR 0.1
 GD1836'MILE TO THE JUNCTION WITH STATE HIGHWAY 25, HERE TURN LEFT AND
 GD1836'AND FOLLOW THE HIGHWAY WEST THEN NORTH FOR 3.0 MILES TO THE AIRPORT
 GD1836'ENTRANCE ON THE LEFT, CONTINUE STRAIGHT AHEAD, NORTH, FOR 0.3 MILE
 GD1836'TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2648 ***********************************************************************
 JD2648  DESIGNATION -  AIRPORT BEACON SEDALIA MUN APT
 JD2648  PID         -  JD2648
 JD2648  STATE/COUNTY-  MO/PETTIS
 JD2648  USGS QUAD   -  SEDALIA EAST (1973)
 JD2648
 JD2648                         *CURRENT SURVEY CONTROL
 JD2648  ___________________________________________________________________
 JD2648* NAD 83(1997)-  38 42 02.51376(N)    093 11 06.95785(W)     ADJUSTED  
 JD2648* NAVD 88     -                                                        
 JD2648  ___________________________________________________________________
 JD2648  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 JD2648  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD2648
 JD2648  HORZ ORDER  -  THIRD
 JD2648
 JD2648.This mark is at Sedalia Mem Airport (DMO)
 JD2648
 JD2648.The horizontal coordinates were established by classical geodetic methods
 JD2648.and adjusted by the National Geodetic Survey in February 2000..
 JD2648
 JD2648
 JD2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2648
 JD2648.The geoid height was determined by GEOID03.
 JD2648
 JD2648;                    North         East     Units Scale Factor Converg.
 JD2648;SPC MO C     -   318,429.619   440,392.247   MT  0.99997707   -0 25 42.5
 JD2648;UTM  15      - 4,283,579.887   483,890.113   MT  0.99960320   -0 06 57.0
 JD2648
 JD2648                          SUPERSEDED SURVEY CONTROL
 JD2648
 JD2648  NAD 83(1997)-  38 42 02.52068(N)    093 11 06.95862(W) AD(       ) 4
 JD2648  NAD 83(1986)-  38 42 02.52302(N)    093 11 06.95887(W) AD(       ) 4
 JD2648  NAD 27      -  38 42 02.45620(N)    093 11 06.21600(W) AD(       ) 3
 JD2648
 JD2648.Superseded values are not recommended for survey control.
 JD2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2648.See file dsdata.txt to determine how the superseded data were derived.
 JD2648
 JD2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8389083580(NAD 83)
 JD2648_MARKER: 21 = AIRPORT BEACON
 JD2648
 JD2648  HISTORY     - Date     Condition        Report By
 JD2648  HISTORY     - 1963     FIRST OBSERVED   CGS
 JD2648
 JD2648                          STATION DESCRIPTION
 JD2648
 JD2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2648'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE MUNICIPAL
 JD2648'AIRPORT NEAR THE EAST EDGE OF SEDALIA.  IT IS A 4-LEGGED STEEL
 JD2648'TOWER WITH A ROTATING BEACON ON THE TOP.  IT IS PAINTED YELLOW
 JD2648'IN COLOR AND IS 55 FEET IN HEIGHT.  THE BEACON LIGHT WAS THE
 JD2648'POINT INTERSECTED.  IT IS 45 FEET SOUTH OF THE OFFICE BUILDING
 JD2648'AND 36 FEET EAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0518 ***********************************************************************
 HD0518  DESIGNATION -  AIRPORT RESET
 HD0518  PID         -  HD0518
 HD0518  STATE/COUNTY-  MO/POLK
 HD0518  USGS QUAD   -  BOLIVAR (1981)
 HD0518
 HD0518                         *CURRENT SURVEY CONTROL
 HD0518  ___________________________________________________________________
 HD0518* NAD 83(1997)-  37 36 44.20685(N)    093 25 54.56572(W)     ADJUSTED  
 HD0518* NAVD 88     -       337.96   (meters)    1108.8    (feet)  RESET     
 HD0518  ___________________________________________________________________
 HD0518  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 HD0518  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 HD0518
 HD0518  HORZ ORDER  -  THIRD
 HD0518  VERT ORDER  -  THIRD
 HD0518
 HD0518.The horizontal coordinates were established by classical geodetic methods
 HD0518.and adjusted by the National Geodetic Survey in February 2000..
 HD0518
 HD0518.The orthometric height was computed from unverified reset data.
 HD0518.No vertical observational check was made to the station.
 HD0518
 HD0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0518
 HD0518.The geoid height was determined by GEOID03.
 HD0518
 HD0518;                    North         East     Units Scale Factor Converg.
 HD0518;SPC MO C     -   197,809.241   417,731.151   MT  1.00001667   -0 34 07.5
 HD0518;UTM  15      - 4,162,885.719   461,888.194   MT  0.99961789   -0 15 48.8
 HD0518
 HD0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0518!SPC MO C     -   0.99995173  x   1.00001667  =   0.99996840
 HD0518!UTM  15      -   0.99995173  x   0.99961789  =   0.99956964
 HD0518
 HD0518|---------------------------------------------------------------------|
 HD0518| PID    Reference Object                     Distance      Geod. Az  |
 HD0518|                                                           dddmmss.s |
 HD0518| HD0519 AIRPORT RM 1                         22.625 METERS 07407     |
 HD0518| HD1240 BOLIVAR POLK COUNTY COURTHOUSE      APPROX. 1.8 KM 0844720.7 |
 HD0518| HD1245 BOLIVAR MUNICIPAL TANK              APPROX. 2.0 KM 0864902.6 |
 HD0518| HD1243 BOLIVAR SE ELEC COOP RAD MAST       APPROX. 2.3 KM 1144505.7 |
 HD0518| CN5527 AIRPORT RM 2                         24.890 METERS 17632     |
 HD0518| HD1246 AIRPORT AZ MK                       APPROX. 0.8 KM 2013307.7 |
 HD0518| HD0520 AIRPORT RM 3                          9.132 METERS 31712     |
 HD0518|---------------------------------------------------------------------|
 HD0518
 HD0518                          SUPERSEDED SURVEY CONTROL
 HD0518
 HD0518  NAD 83(1997)-  37 36 44.20949(N)    093 25 54.56580(W) AD(       ) 3
 HD0518  NAD 83(1997)-  37 36 44.21881(N)    093 25 54.56564(W) AD(       ) 3
 HD0518  NAD 83(1986)-  37 36 44.21878(N)    093 25 54.56487(W) AD(       ) 3
 HD0518  NAD 27      -  37 36 44.08040(N)    093 25 53.84980(W) AD(       ) 3
 HD0518  NGVD 29 (02/22/06)  337.85   (m)         1108.4    (f) RESET       3  
 HD0518
 HD0518.Superseded values are not recommended for survey control.
 HD0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0518.See file dsdata.txt to determine how the superseded data were derived.
 HD0518
 HD0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6188862886(NAD 83)
 HD0518_MARKER: DS = TRIANGULATION STATION DISK
 HD0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0518_STAMPING: AIRPORT 1960 1975
 HD0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0518+STABILITY: SURFACE MOTION
 HD0518
 HD0518  HISTORY     - Date     Condition        Report By
 HD0518  HISTORY     - 1960     MONUMENTED       CGS
 HD0518  HISTORY     - 1975     SEE DESCRIPTION  NGS
 HD0518  HISTORY     - 1975     GOOD             NGS
 HD0518  HISTORY     - 20040821 POOR             USPSQD
 HD0518
 HD0518                          STATION DESCRIPTION
 HD0518
 HD0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD0518'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE BOLIVAR
 HD0518'AIRPORT, AT THE WEST CITY LIMITS OF BOLIVAR, IN THE NORTHWEST
 HD0518'QUARTER OF SECTION 11, T 33 N, R 23 W.
 HD0518'
 HD0518'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE
 HD0518'SQUARE IN BOLIVAR, GO WEST ON STATE HIGHWAYS 13 AND 32 FOR 1.0
 HD0518'MILE TO A ROAD ON THE LEFT, ENTRANCE TO AIRPORT.  CONTINUE
 HD0518'STRAIGHT AHEAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 HD0518'
 HD0518'STATION MARKS ARE STANDARD DISKS STAMPED AIRPORT 1960.  THE
 HD0518'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 HD0518'THE SURFACE OF THE GROUND.  IT IS 74 FEET SOUTH OF THE CENTER
 HD0518'LINE OF HIGHWAYS 32 AND 13, 59 FEET EAST OF THE NORTHEAST CORNER
 HD0518'OF A HOUSE AND 31 FEET SOUTHEAST OF A CORNER FENCE POST.  THE
 HD0518'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 HD0518'INCHES BELOW THE SURFACE OF THE GROUND.
 HD0518'
 HD0518'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AIRPORT NO 1 1960,
 HD0518'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 HD0518'50 FEET SOUTH OF THE CENTER LINE OF HIGHWAYS 32 AND 13, 1 FOOT
 HD0518'SOUTH OF AN EAST-WEST FENCE AND 1 FOOT EAST OF A METAL WITNESS
 HD0518'POST.
 HD0518'
 HD0518'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AIRPORT NO 2 1960,
 HD0518'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HD0518'OF THE GROUND.  IT IS 155 FEET SOUTH OF THE CENTER LINE OF
 HD0518'HIGHWAYS 32 AND 13, 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HD0518'OF THE HOUSE AND 28 FEET EAST OF A NORTH-SOUTH FENCE.
 HD0518'
 HD0518'AZIMUTH MARK, A STANDARD DISK STAMPED AIRPORT 1960, IS SET IN A
 HD0518'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 98 FEET
 HD0518'NORTH OF A POWER POLE, 40 FEET EAST OF THE CENTER OF COUNTY ROUTE
 HD0518'T, 1 FOOT EAST OF A NORTH-SOUTH FENCE AND 2 FEET NORTH OF A
 HD0518'METAL WITNESS POST.
 HD0518'
 HD0518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAYS
 HD0518'32 AND 13 FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROUTE T.  TURN
 HD0518'LEFT AND GO 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HD0518'
 HD0518'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HD0518'
 HD0518'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HD0518
 HD0518                          STATION RECOVERY (1975)
 HD0518
 HD0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HD0518'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 HD0518'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 HD0518'MARK WAS FOUND BROKEN OFF AND REFERENCE MARK 2 WAS SEARCHED FOR AND
 HD0518'IT IS BELIEVED THE MARK HAD BEEN REMOVED FROM THE AREA.  A NEW
 HD0518'SURFACE STATION MARK WAS SET DIRECTLY ABOVE THE UNDERGROUND
 HD0518'MARK AND REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  A LEVEL TIE WAS
 HD0518'ALSO MADE TO THE SURFACE STATION, REFERENCE MARK 1 AND REFERENCE
 HD0518'MARK 3 FROM BENCH MARK BOLT 1 (MSHD).  THE DISTANCE TO REFERENCE MARK
 HD0518'1 MEASURED 0.02 FOOT SHORTER THIS DATE.  THE DIRECTION TO
 HD0518'REFERENCE MARK 1 AND THE RADIO MAST FROM THE AZIMUTH MARK COMPARED
 HD0518'FAVORABLY WITH THE PREVIOUS DIRECTION.
 HD0518'
 HD0518'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 HD0518'
 HD0518'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE BOLIVAR
 HD0518'AIRPORT, AT THE WEST CITY LIMITS OF BOLIVAR, IN THE NORTHWEST QUARTER
 HD0518'OF SECTION 11, T 33 N, R 23 W.
 HD0518'
 HD0518'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE
 HD0518'IN BOLIVAR, GO WEST ON STATE HIGHWAY 32 AND BUSINESS HIGHWAY 13 FOR
 HD0518'1.0 MILE TO ENTRANCE TO AIRPORT ON THE LEFT, CONTINUE WEST ON
 HD0518'HIGHWAY FOR 0.2 MILE TO A FRAME HOUSE AND THE STATION ON THE LEFT.
 HD0518'
 HD0518'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED AIRPORT 1960
 HD0518'1975, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 4
 HD0518'INCHES BELOW THE GROUND SURFACE.  IT IS 73.5 FEET SOUTH OF THE
 HD0518'CENTER OF THE HIGHWAY, 59 FEET EAST-NORTHEAST OF THE NORTHEAST
 HD0518'CORNER OF THE FRAME HOUSE, 47 FEET SOUTHEAST OF A CORNER FENCE
 HD0518'POST AND 1.9 FEET SOUTH OF A METAL WITNESS POST.  THE
 HD0518'UNDERGROUND DISK IS STAMPED AIRPORT 1960, IN AN IRREGULAR MASS OF
 HD0518'CONCRETE ABOUT 32 INCHES BELOW THE GROUND SURFACE.
 HD0518'
 HD0518'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AIRPORT NO 1 1960, SET
 HD0518'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 HD0518'INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET SOUTH OF THE CENTER
 HD0518'OF THE HIGHWAY, 1 FOOT SOUTH OF AND EAST-WEST FENCELINE AND 1 FOOT
 HD0518'EAST OF A METAL WITNESS POST.
 HD0518'
 HD0518'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 HD0518'AIRPORT 1960 NO 3 1975 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HD0518'51 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FRAME HOUSE AND
 HD0518'1.3 FEET SOUTHEAST OF AN 8-INCH DIAMETER POST.
 HD0518'
 HD0518'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AIRPORT 1960, SET IN THE
 HD0518'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 HD0518'ABOVE THE GROUND SURFACE.  IT IS 98 FEET NORTH OF A POWER POLE, 40
 HD0518'FEET EAST OF THE CENTER OF COUNTY ROUTE T, 2 FEET NORTH OF A METAL
 HD0518'WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE.
 HD0518'
 HD0518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 32 AND
 HD0518'BUSINESS 13 FOR 0.1 MILE TO THE JUNCTION OF ROUTE T.  TURN LEFT AND
 HD0518'GO SOUTH ON ROUTE T FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HD0518'
 HD0518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOLIVAR.
 HD0518
 HD0518                          STATION RECOVERY (1975)
 HD0518
 HD0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HD0518'1.2 MI W FROM BOLIVAR.
 HD0518'1.2 MILES WEST ALONG STATE HIGHWAY 32 AND BUSINESS 13 FROM
 HD0518'THE NORTH SIDE OF THE COURTHOUSE SQUARE IN BOLIVAR, 73.5 FEET
 HD0518'SOUTH OF THE CENTER OF THE HIGHWAY, 59 FEET EAST-NORTHEAST
 HD0518'OF THE NORTHEAST CORNER OF A FRAME HOUSE, 47 FEET SOUTHEAST
 HD0518'OF A CORNER FENCE POST AND 1.9 FEET SOUTH OF A METAL WITNESS
 HD0518'POST.  A TRIANGULATION STATION DISK STAMPED AIRPORT 1960 1975,
 HD0518'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 HD0518'THAT IS 4 INCHES BELOW THE GROUND SURFACE.
 HD0518
 HD0518                          STATION RECOVERY (2004)
 HD0518
 HD0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 HD0518'THE STATION MARK APPEARS TO HAVE BEEN UNEARTHED AND RESET. THERE IS
 HD0518'DAMAGE TO THE CONCRETE BASE AND THE EDGE OF THE DISC IS EXPOSED THE
 HD0518'MARKER NOW IS ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND. THE
 HD0518'WITNESS POST HAS ALSO BEEN SEVERELY DAMAGED.
 HD0518' 
 HD0518'RM1 WAS LOCATED AS DESCRIBED. RM3 WAS NOT LOCATED. NO ATTEMPT WAS MADE
 HD0518'TO LOCATE THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0519 ***********************************************************************
 HD0519  DESIGNATION -  AIRPORT RM 1
 HD0519  PID         -  HD0519
 HD0519  STATE/COUNTY-  MO/POLK
 HD0519  USGS QUAD   -  BOLIVAR (1981)
 HD0519
 HD0519                         *CURRENT SURVEY CONTROL
 HD0519  ___________________________________________________________________
 HD0519* NAD 83(1986)-  37 36 44.     (N)    093 25 54.     (W)     SCALED    
 HD0519* NAVD 88     -       338.02   (meters)    1109.0    (feet)  RESET     
 HD0519  ___________________________________________________________________
 HD0519  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 HD0519
 HD0519  VERT ORDER  -  THIRD
 HD0519
 HD0519.The horizontal coordinates were scaled from a topographic map and have
 HD0519.an estimated accuracy of +/- 6 seconds.
 HD0519
 HD0519.The orthometric height was computed from unverified reset data.
 HD0519.No vertical observational check was made to the station.
 HD0519
 HD0519.The geoid height was determined by GEOID03.
 HD0519
 HD0519;                    North         East    Units  Estimated Accuracy
 HD0519;SPC MO C     -   197,800.      417,750.      MT  (+/- 180 meters Scaled)
 HD0519
 HD0519                          SUPERSEDED SURVEY CONTROL
 HD0519
 HD0519  NGVD 29 (02/22/06)  337.91   (m)         1108.6    (f) RESET       3  
 HD0519
 HD0519.Superseded values are not recommended for survey control.
 HD0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0519.See file dsdata.txt to determine how the superseded data were derived.
 HD0519
 HD0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB619628(NAD 83)
 HD0519_MARKER: DR = REFERENCE MARK DISK
 HD0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0519_STAMPING: AIRPORT NO 1 1960
 HD0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0519+STABILITY: SURFACE MOTION
 HD0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0519+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HD0519
 HD0519  HISTORY     - Date     Condition        Report By
 HD0519  HISTORY     - 1960     MONUMENTED       CGS
 HD0519  HISTORY     - 1975     GOOD             NGS
 HD0519  HISTORY     - 20040821 GOOD             USPSQD
 HD0519
 HD0519                          STATION DESCRIPTION
 HD0519
 HD0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HD0519'1.2 MI W FROM BOLIVAR.
 HD0519'1.2 MILES WEST ALONG STATE HIGHWAY 32 AND BUSINESS 13 FROM THE
 HD0519'NORTH SIDE OF THE COURTHOUSE SQUARE IN BOLIVAR, 50 FEET SOUTH
 HD0519'OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF AN EAST-WEST
 HD0519'FENCELINE AND 1 FOOT EAST OF A METAL WITNESS POST.  A REFERENCE
 HD0519'MARK DISK STAMPED AIRPORT NO 1 1960, SET IN THE TOP OF A 12
 HD0519'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 HD0519'GROUND SURFACE.
 HD0519
 HD0519                          STATION RECOVERY (2004)
 HD0519
 HD0519'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 HD0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0520 ***********************************************************************
 HD0520  DESIGNATION -  AIRPORT RM 3
 HD0520  PID         -  HD0520
 HD0520  STATE/COUNTY-  MO/POLK
 HD0520  USGS QUAD   -  BOLIVAR (1981)
 HD0520
 HD0520                         *CURRENT SURVEY CONTROL
 HD0520  ___________________________________________________________________
 HD0520* NAD 83(1986)-  37 36 44.     (N)    093 25 54.     (W)     SCALED    
 HD0520* NAVD 88     -       338.24   (meters)    1109.7    (feet)  RESET     
 HD0520  ___________________________________________________________________
 HD0520  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 HD0520
 HD0520  VERT ORDER  -  THIRD
 HD0520
 HD0520.The horizontal coordinates were scaled from a topographic map and have
 HD0520.an estimated accuracy of +/- 6 seconds.
 HD0520
 HD0520.The orthometric height was computed from unverified reset data.
 HD0520.No vertical observational check was made to the station.
 HD0520
 HD0520.The geoid height was determined by GEOID03.
 HD0520
 HD0520;                    North         East    Units  Estimated Accuracy
 HD0520;SPC MO C     -   197,800.      417,750.      MT  (+/- 180 meters Scaled)
 HD0520
 HD0520                          SUPERSEDED SURVEY CONTROL
 HD0520
 HD0520  NGVD 29 (02/22/06)  338.12   (m)         1109.3    (f) RESET       3  
 HD0520
 HD0520.Superseded values are not recommended for survey control.
 HD0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0520.See file dsdata.txt to determine how the superseded data were derived.
 HD0520
 HD0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB619628(NAD 83)
 HD0520_MARKER: DR = REFERENCE MARK DISK
 HD0520_SETTING: 0 = UNSPECIFIED SETTING
 HD0520_STAMPING: AIRPORT 1960 NO 3 1975
 HD0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0520
 HD0520  HISTORY     - Date     Condition        Report By
 HD0520  HISTORY     - 1975     MONUMENTED       NGS
 HD0520  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 HD0520
 HD0520                          STATION DESCRIPTION
 HD0520
 HD0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HD0520'1.2 MI W FROM BOLIVAR.
 HD0520'1.2 MILES WEST ALONG STATE HIGHWAY 32 AND BUSINESS 13 FROM THE
 HD0520'NORTH SIDE OF THE COURTHOUSE SQUARE IN BOLIVAR, 51 FEET
 HD0520'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE AND 1.3 FEET
 HD0520'SOUTHEAST OF AN 8-INCH DIAMETER POST.  A 4-INCH CAST ALUMINUM
 HD0520'REFERENCE MARK STAMPED AIRPORT 1960 NO 3 1975 AND SET FLUSH WITH
 HD0520'THE GROUND SURFACE.
 HD0520
 HD0520                          STATION RECOVERY (2004)
 HD0520
 HD0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 HD0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0814 ***********************************************************************
 HC0814  DESIGNATION -  AKERS
 HC0814  PID         -  HC0814
 HC0814  STATE/COUNTY-  MO/SHANNON
 HC0814  USGS QUAD   -  LEWIS HOLLOW (1985)
 HC0814
 HC0814                         *CURRENT SURVEY CONTROL
 HC0814  ___________________________________________________________________
 HC0814* NAD 83(1997)-  37 21 20.62858(N)    091 35 41.24731(W)     ADJUSTED  
 HC0814* NAVD 88     -       388.5    (meters)    1275.     (feet)  VERTCON   
 HC0814  ___________________________________________________________________
 HC0814  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 HC0814  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HC0814
 HC0814  HORZ ORDER  -  FIRST
 HC0814
 HC0814.The horizontal coordinates were established by classical geodetic methods
 HC0814.and adjusted by the National Geodetic Survey in February 2000..
 HC0814
 HC0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0814
 HC0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0814
 HC0814.The geoid height was determined by GEOID03.
 HC0814
 HC0814;                    North         East     Units Scale Factor Converg.
 HC0814;SPC MO E     -   169,491.506   153,011.576   MT  1.00004917   -0 39 51.6
 HC0814;UTM  15      - 4,135,261.934   624,448.430   MT  0.99979078   +0 51 09.9
 HC0814
 HC0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0814!SPC MO E     -   0.99994377  x   1.00004917  =   0.99999294
 HC0814!UTM  15      -   0.99994377  x   0.99979078  =   0.99973457
 HC0814
 HC0814                          SUPERSEDED SURVEY CONTROL
 HC0814
 HC0814  NAD 83(1986)-  37 21 20.64050(N)    091 35 41.24567(W) AD(       ) 1
 HC0814  NAD 27      -  37 21 20.47073(N)    091 35 40.72168(W) AD(       ) 1
 HC0814  NGVD 29 (07/19/86)  388.4    (m)         1274.     (f) VERT ANG       
 HC0814
 HC0814.Superseded values are not recommended for survey control.
 HC0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0814.See file dsdata.txt to determine how the superseded data were derived.
 HC0814
 HC0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB2444835262(NAD 83)
 HC0814_MARKER: DS = TRIANGULATION STATION DISK
 HC0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0814+STABILITY: SURFACE MOTION
 HC0814
 HC0814  HISTORY     - Date     Condition        Report By
 HC0814  HISTORY     - 1978     MONUMENTED       NGS
 HC0814
 HC0814                          STATION DESCRIPTION
 HC0814
 HC0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HC0814'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF AKERS,
 HC0814'13 MILES NORTH-NORTHEAST OF SUMMERSVILLE, 3 MILES EAST OF THE
 HC0814'SHANNON-TEXAS COUNTY LINE, IN SECTION 28, R 6 W, T 31 N,
 HC0814'UNDERNEATH THE SUMMERSVILLE HARTSHORN LOOKOUT TOWER, AND
 HC0814'IN THE STATE FOREST.  CALL STATE FOREST RANGER CHARLES
 HC0814'SANTHUFF, DEPARTMENT OF CONSERVATION, EMINENCE, MISSOURI,
 HC0814'65466, (TELEPHONE NUMBER 314-226-3616).
 HC0814'
 HC0814'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND
 HC0814'COUNTY ROAD K (WHICH IS ABOUT 0.8 MILE NORTHWEST OF
 HC0814'SUMMERSVILLE) GO NORTH ON COUNTY ROAD K FOR 4.95 MILES TO A
 HC0814'FORK (JUNCTION OF COUNTY ROAD KK).  TAKE THE RIGHT FORK AND GO
 HC0814'NORTHEAST FOR 4.10 MILES TO A SIDE ROAD LEFT AND A SIGN
 HC0814'(HARTSHORN LOOKOUT TOWER), TURN LEFT AND GO NORTHERLY FOR
 HC0814'3.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR
 HC0814'1.7 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 HC0814'
 HC0814'THE STATION MARKS ARE STANDARD DISKS STAMPED---AKERS 1977---.
 HC0814'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0814'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND HAS A METAL
 HC0814'ROD EMBEDDED IN THE MONUMENT.  IT IS 21.8 FEET WEST OF THE WEST
 HC0814'EDGE OF THE PARKING AREA, 10.2 FEET SOUTHEAST OF THE NORTHEAST
 HC0814'LEG OF THE LOOKOUT TOWER AND 8.2 FEET NORTHWEST OF THE
 HC0814'SOUTHEAST LEG OF THE LOOKOUT TOWER.  THE UNDERGROUND DISK
 HC0814'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 38
 HC0814'INCHES BELOW THE GROUND SURFACE.
 HC0814'
 HC0814'REFERENCE MARK 1, A STANDARD DISK STAMPED---AKERS NO 1 1977---,
 HC0814'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0814'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 55 FEET
 HC0814'SOUTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 19.6
 HC0814'FEET EAST OF THE CENTER OF THE ROAD LEADING TO THE LOOKOUT
 HC0814'TOWER AND 7.6 FEET NORTHWEST OF A METAL WITNESS POST.
 HC0814'
 HC0814'REFERENCE MARK 2, A STANDARD DISK STAMPED---AKERS NO 2 1977---,
 HC0814'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0814'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET NORTH
 HC0814'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 8 FEET EAST OF THE
 HC0814'CENTER OF THE ROAD LEADING TO THE LOOKOUT TOWER AND 6 FEET
 HC0814'SOUTH-SOUTHWEST OF A 10-INCH PINE TREE.
 HC0814'
 HC0814'NO SUITABLE LOCATION WAS FOUND TO SET AN AZIMUTH MARK OR A
 HC0814'REFERENCE MARK 3.
 HC0814'
 HC0814'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0967 ***********************************************************************
 HE0967  DESIGNATION -  ALBA MUNICIPAL TANK
 HE0967  PID         -  HE0967
 HE0967  STATE/COUNTY-  MO/JASPER
 HE0967  USGS QUAD   -  WEBB CITY (1975)
 HE0967
 HE0967                         *CURRENT SURVEY CONTROL
 HE0967  ___________________________________________________________________
 HE0967* NAD 83(1997)-  37 14 17.99612(N)    094 25 01.91953(W)     ADJUSTED  
 HE0967* NAVD 88     -                                                        
 HE0967  ___________________________________________________________________
 HE0967  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 HE0967  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 HE0967
 HE0967  HORZ ORDER  -  THIRD
 HE0967
 HE0967.The horizontal coordinates were established by classical geodetic methods
 HE0967.and adjusted by the National Geodetic Survey in February 2000..
 HE0967
 HE0967
 HE0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0967
 HE0967.The geoid height was determined by GEOID03.
 HE0967
 HE0967;                    North         East     Units Scale Factor Converg.
 HE0967;SPC MO W     -   118,921.181   857,346.679   MT  0.99994184   +0 03 00.4
 HE0967;UTM  15      - 4,122,252.754   374,294.323   MT  0.99979465   -0 51 27.7
 HE0967
 HE0967                          SUPERSEDED SURVEY CONTROL
 HE0967
 HE0967  NAD 83(1997)-  37 14 17.99614(N)    094 25 01.91952(W) AD(       ) 4
 HE0967  NAD 83(1997)-  37 14 18.00310(N)    094 25 01.92172(W) AD(       ) 4
 HE0967  NAD 83(1986)-  37 14 18.01064(N)    094 25 01.91738(W) AD(       ) 4
 HE0967  NAD 27      -  37 14 17.80900(N)    094 25 01.09800(W) AD(       ) 3
 HE0967
 HE0967.Superseded values are not recommended for survey control.
 HE0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0967.See file dsdata.txt to determine how the superseded data were derived.
 HE0967
 HE0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7429422253(NAD 83)
 HE0967_MARKER: 53 = ELEVATED TANK
 HE0967
 HE0967  HISTORY     - Date     Condition        Report By
 HE0967  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE0967
 HE0967                          STATION DESCRIPTION
 HE0967
 HE0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0967'THIS INTERSECTION IS THE CENTER OF THE ALBA MUNICIPAL WATER TANK.
 HE0967'IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP AND HAS
 HE0967'A FINIAL WITH BALL AT THE TIP.  IT IS SUPPORTED BY FOUR
 HE0967'STEEL LEGS.  IT IS PAINTED BLACK AND IS LETTERED ALBA ON THE
 HE0967'E AND W SIDES.  THE TANK IS ABOUT 100 FEET HIGH AND IS VERY
 HE0967'PROMINENT.
 HE0967'
 HE0967'THE TANK IS ABOUT 7 MILES NE OF WEBB CITY AND 7-1/2 MILES NW
 HE0967'OF CARTHAGE, IN THE VILLAGE OF ALBA, IN THE NW 1/4 OF SEC. 15,
 HE0967'T 29 N, R 32 W.  IT IS ABOUT 150 FEET E OF THE MAIN STREET
 HE0967'OF TOWN AND ABOUT 85 FEET S OF AN E-W STREET.
 HE0967'
 HE0967'THERE IS A SQUAT BLACK TANK IN THE TOWN OF PURCELL ABOUT
 HE0967'1 MILE WNW OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1726 ***********************************************************************
 JC1726  DESIGNATION -  ALBANS
 JC1726  PID         -  JC1726
 JC1726  STATE/COUNTY-  MO/FRANKLIN
 JC1726  USGS QUAD   -  LABADIE (1980)
 JC1726
 JC1726                         *CURRENT SURVEY CONTROL
 JC1726  ___________________________________________________________________
 JC1726* NAD 83(1997)-  38 36 18.80085(N)    090 45 10.52886(W)     ADJUSTED  
 JC1726* NAVD 88     -       272.3    (meters)     893.     (feet)  VERTCON   
 JC1726  ___________________________________________________________________
 JC1726  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 JC1726  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JC1726
 JC1726  HORZ ORDER  -  SECOND
 JC1726
 JC1726.The horizontal coordinates were established by classical geodetic methods
 JC1726.and adjusted by the National Geodetic Survey in February 2000..
 JC1726
 JC1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1726
 JC1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1726
 JC1726.The geoid height was determined by GEOID03.
 JC1726
 JC1726;                    North         East     Units Scale Factor Converg.
 JC1726;SPC MO E     -   307,639.121   227,970.268   MT  0.99993931   -0 09 28.1
 JC1726;UTM  15      - 4,275,363.904   695,666.024   MT  1.00007149   +1 24 09.0
 JC1726
 JC1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1726!SPC MO E     -   0.99996216  x   0.99993931  =   0.99990147
 JC1726!UTM  15      -   0.99996216  x   1.00007149  =   1.00003365
 JC1726
 JC1726:                Primary Azimuth Mark                     Grid Az
 JC1726:SPC MO E     -  WELDON SPRING ORD PLANT TANK             011 30 26.8
 JC1726:UTM  15      -  WELDON SPRING ORD PLANT TANK             009 56 49.7
 JC1726
 JC1726|---------------------------------------------------------------------|
 JC1726| PID    Reference Object                     Distance      Geod. Az  |
 JC1726|                                                           dddmmss.s |
 JC1726| JC1719 WELDON SPRING ORD PLANT TANK        APPROX.10.5 KM 0112058.7 |
 JC1726| JC1725 ALBANS RM 1                          26.991 METERS 13306     |
 JC1726| CI2873 ALBANS RM 2                          47.192 METERS 23727     |
 JC1726|---------------------------------------------------------------------|
 JC1726
 JC1726                          SUPERSEDED SURVEY CONTROL
 JC1726
 JC1726  NAD 83(1997)-  38 36 18.80367(N)    090 45 10.52914(W) AD(       ) 2
 JC1726  NAD 83(1986)-  38 36 18.81765(N)    090 45 10.52712(W) AD(       ) 2
 JC1726  NAD 27      -  38 36 18.62116(N)    090 45 10.04330(W) AD(       ) 2
 JC1726  NGVD 29 (07/19/86)  272.4    (m)          894.     (f) VERT ANG       
 JC1726
 JC1726.Superseded values are not recommended for survey control.
 JC1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1726.See file dsdata.txt to determine how the superseded data were derived.
 JC1726
 JC1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9566675364(NAD 83)
 JC1726_MARKER: DD = SURVEY DISK
 JC1726_SETTING: 0 = UNSPECIFIED SETTING
 JC1726
 JC1726  HISTORY     - Date     Condition        Report By
 JC1726  HISTORY     - 1970     MONUMENTED       USGS
 JC1726
 JC1726                          STATION DESCRIPTION
 JC1726
 JC1726'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1726'THE STATION IS LOCATED ABOUT 2 MI N.-NE. OF THE COMMUNITY OF
 JC1726'ST. ALBANS, IN THE NE. QUARTER OF SEC. 35, T. 44 N., R. 2 E., AT
 JC1726'THE TOP OF A HIGH BLUFF, ON THE SE. SIDE OF THE MISSOURI RIVER, IN
 JC1726'AN OPEN FIELD, NEAR A SKEET SHOOTING COURSE AND ON THE PROPERTY OF
 JC1726'ST. ALBANS FARMS INC., WITH HEADQUARTERS IN THE COMMUNITY OF
 JC1726'ST. ALBANS.
 JC1726'
 JC1726'TO REACH THE STATION FROM THE POST OFFICE AT ST. ALBANS (WITH
 JC1726'PERMISSION FROM PROPERTY OWNERS), DRIVE E. ON BLACKTOP RD. FOR 0.4
 JC1726'MI TO THE Y-JCT. OF A PRIVATE RD. LEADING E. AND N., TURN LEFT
 JC1726'ONTO PRIVATE RD. AND DRIVE E. AND NE. FOR 0.2 MI TO A LOCKED GATE,
 JC1726'PASS THROUGH GATE AND CONTINUE N.-NE. ON PRIVATE RD. UP RIDGE FOR
 JC1726'1.85 MI TO THE STONE PILLARD GATE ENTRANCE TO A HOUSE ON THE
 JC1726'LEFT, TURN TO RIGHT AND CONTINUE ON RD. FOR 0.4 MI TO A SMALL
 JC1726'FRAME HOUSE ON THE LEFT IN OPEN FIELD AND STATION.
 JC1726'
 JC1726'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED ALBANS
 JC1726'1970 CRIMPED ON 10 FT LENGTHS OF COPPER COATED STEEL ROD, DRIVEN
 JC1726'IN GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION MARK
 JC1726'IS 6 IN. BELOW GROUND.  REFERENCE MARKS ARE FLUSH WITH GROUND.
 JC1726'
 JC1726'STATION MARK IS 154 FT N. OF THE CENTER OF THE RD., 90 FT NW. OF A
 JC1726'TRANSFORMER POLE, 102 FT W.-NW. OF THE NW. COR. OF THE FRAME
 JC1726'HOUSE, 47 FT SW. OF THE SW. COR. POST OF A SMALL ELEVATED SKEET
 JC1726'LAUNCHING HOUSE AND 52 FT SW. OF THE CENTER OF LAUNCHING CAB.
 JC1726'
 JC1726'REFERENCE MARK 1 IS 88.51 FT (26.978 M.) SE. OF STATION, 66 FT
 JC1726'N. OF CENTER OF RD., 54 FT W.-SW. OF THE SW. COR. OF THE FRAME
 JC1726'HOUSE, 3.6 FT W. OF THE TRANSFORMER POLE AND 1 FT E. OF A METAL
 JC1726'WITNESS POST.
 JC1726'
 JC1726'REFERENCE MARK 2 IS 154.83 FT (47.192 M.) W.-SW. OF STATION, AT THE
 JC1726'EDGE OF WOODS, 72 FT N. OF CENTER OF RD., 4 FT N. OF A TALL
 JC1726'SLENDER 10 IN. MAPLE TREE AND 1 FT W. OF A METAL WITNESS POST.
 JC1726'
 JC1726'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 196.54 FT (59.906
 JC1726'M.)
 JC1726'
 JC1726'A TRAVERSE CONNECTION WAS MADE TO USC AND GS TRIANGULATION STATION
 JC1726'TAVERN ROCK 1873.  THE UNDERGROUND MARK ONLY WAS RECOVERED.  THE
 JC1726'MARK IS AN EARTHENWARE PYRAMID, 10 IN. SQUARE AT THE BASE, WITH
 JC1726'GLAZED SURFACES AND SHARP POINTED APEX.  ONE FACE HAS RAISED
 JC1726'LETTERING U S C S.  THE APEX OF THE MARK IS 24 IN. BELOW SURFACE
 JC1726'OF GROUND.  THE MARK IS 63.06 FT. (19.222 M.) NE. OF STATION
 JC1726'ALBANS 1970, 106.80 FT (32.553 M.) N. OF ALBANS REFERENCE MARK
 JC1726'1, 79.8 FT N.-NW. OF THE NW. COR. OF THE FRAME HOUSE, 12.4 FT
 JC1726'E.-SE. OF THE NE. COR. POST OF THE ELEVATED SKEET LAUNCHING
 JC1726'HOUSE AND 11.3 FT E.-NE. OF THE SE. COR. POST OF THE LAUNCHING
 JC1726'HOUSE.
 JC1726'
 JC1726'NO LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1725 ***********************************************************************
 JC1725  DESIGNATION -  ALBANS RM 1
 JC1725  PID         -  JC1725
 JC1725  STATE/COUNTY-  MO/FRANKLIN
 JC1725  USGS QUAD   -  LABADIE (1980)
 JC1725
 JC1725                         *CURRENT SURVEY CONTROL
 JC1725  ___________________________________________________________________
 JC1725* NAD 83(1997)-  38 36 18.20285(N)    090 45 09.71424(W)     ADJUSTED  
 JC1725* NAVD 88     -       272.3    (meters)     893.     (feet)  VERTCON   
 JC1725  ___________________________________________________________________
 JC1725  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 JC1725  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JC1725
 JC1725  HORZ ORDER  -  SECOND
 JC1725  VERT ORDER  -  THIRD ? (See Below)
 JC1725
 JC1725.The horizontal coordinates were established by classical geodetic methods
 JC1725.and adjusted by the National Geodetic Survey in February 2000..
 JC1725
 JC1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1725.The vertical order pertains to the NGVD 29 superseded value.
 JC1725
 JC1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1725
 JC1725.The geoid height was determined by GEOID03.
 JC1725
 JC1725;                    North         East     Units Scale Factor Converg.
 JC1725;SPC MO E     -   307,620.628   227,989.926   MT  0.99993930   -0 09 27.6
 JC1725;UTM  15      - 4,275,345.951   695,686.182   MT  1.00007158   +1 24 09.5
 JC1725
 JC1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1725!SPC MO E     -   0.99996216  x   0.99993930  =   0.99990147
 JC1725!UTM  15      -   0.99996216  x   1.00007158  =   1.00003374
 JC1725
 JC1725                          SUPERSEDED SURVEY CONTROL
 JC1725
 JC1725  NAD 83(1997)-  38 36 18.20568(N)    090 45 09.71452(W) AD(       ) 2
 JC1725  NAD 83(1986)-  38 36 18.21968(N)    090 45 09.71257(W) AD(       ) 2
 JC1725  NAD 27      -  38 36 18.02324(N)    090 45 09.22889(W) AD(       ) 2
 JC1725  NGVD 29 (07/19/86)  272.4    (m)          894.     (f) LEVELING    3  
 JC1725
 JC1725.Superseded values are not recommended for survey control.
 JC1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1725.See file dsdata.txt to determine how the superseded data were derived.
 JC1725
 JC1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9568675346(NAD 83)
 JC1725_MARKER: DD = SURVEY DISK
 JC1725_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1725+WITH SETTING: INFORMATION.
 JC1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1725
 JC1725  HISTORY     - Date     Condition        Report By
 JC1725  HISTORY     - 1970     MONUMENTED       USGS
 JC1725
 JC1725                          STATION DESCRIPTION
 JC1725
 JC1725'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1725'THE STATION IS LOCATED ABOUT 2 MI N.-NE. OF THE COMMUNITY OF
 JC1725'ST. ALBANS, IN THE NE. QUARTER OF SEC. 35, T. 44 N., R. 2 E., AT
 JC1725'THE TOP OF A HIGH BLUFF, ON THE SE. SIDE OF THE MISSOURI RIVER, IN
 JC1725'AN OPEN FIELD, NEAR A SKEET SHOOTING COURSE AND ON THE PROPERTY OF
 JC1725'ST. ALBANS FARMS INC., WITH HEADQUARTERS IN THE COMMUNITY OF
 JC1725'ST. ALBANS.
 JC1725'
 JC1725'TO REACH THE STATION FROM THE POST OFFICE AT ST. ALBANS (WITH
 JC1725'PERMISSION FROM PROPERTY OWNERS), DRIVE E. ON BLACKTOP RD. FOR 0.4
 JC1725'MI TO THE Y-JCT. OF A PRIVATE RD. LEADING E. AND N., TURN LEFT
 JC1725'ONTO PRIVATE RD. AND DRIVE E. AND NE. FOR 0.2 MI TO A LOCKED GATE,
 JC1725'PASS THROUGH GATE AND CONTINUE N.-NE. ON PRIVATE RD. UP RIDGE FOR
 JC1725'1.85 MI TO THE STONE PILLARD GATE ENTRANCE TO A HOUSE ON THE
 JC1725'LEFT, TURN TO RIGHT AND CONTINUE ON RD. FOR 0.4 MI TO A SMALL
 JC1725'FRAME HOUSE ON THE LEFT IN OPEN FIELD AND STATION.
 JC1725'
 JC1725'REFERENCE MARK IS A STANDARD TABLET CRIMPED ON A 10 FT LENGTH OF
 JC1725'COPPER COATED STEEL ROD DRIVEN INTO THE GROUND.  STATION IS FLUSH
 JC1725'WITH THE GROUND.
 JC1725'
 JC1725'STATION IS 88.51 FT (26.978 M.) SE. OF STATION ALBANS USGS, 66
 JC1725'FT N. OF CENTER OF RD., 54 FT W.-SW. OF THE SW COR. OF THE FRAME
 JC1725'HOUSE, 3.6 FT W OF THE TRANSFORMER POLE AND 1 FT E OF A METAL
 JC1725'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0104 ***********************************************************************
 LF0104  DESIGNATION -  ALBANY
 LF0104  PID         -  LF0104
 LF0104  STATE/COUNTY-  MO/GENTRY
 LF0104  USGS QUAD   -  ALBANY SOUTH (1985)
 LF0104
 LF0104                         *CURRENT SURVEY CONTROL
 LF0104  ___________________________________________________________________
 LF0104* NAD 83(1986)-  40 14 26.     (N)    094 19 59.     (W)     SCALED    
 LF0104* NAVD 88     -       279.014  (meters)     915.40   (feet)  ADJUSTED  
 LF0104  ___________________________________________________________________
 LF0104  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LF0104  DYNAMIC HT  -         278.864 (meters)     914.91  (feet)  COMP
 LF0104  MODELED GRAV-     980,079.8   (mgal)                       NAVD 88
 LF0104
 LF0104  VERT ORDER  -  SECOND    CLASS 0
 LF0104
 LF0104.The horizontal coordinates were scaled from a topographic map and have
 LF0104.an estimated accuracy of +/- 6 seconds.
 LF0104
 LF0104.The orthometric height was determined by differential leveling
 LF0104.and adjusted by the National Geodetic Survey in June 1991..
 LF0104
 LF0104.The geoid height was determined by GEOID03.
 LF0104
 LF0104.The dynamic height is computed by dividing the NAVD 88
 LF0104.geopotential number by the normal gravity value computed on the
 LF0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0104.degrees latitude (g = 980.6199 gals.).
 LF0104
 LF0104.The modeled gravity was interpolated from observed gravity values.
 LF0104
 LF0104;                    North         East    Units  Estimated Accuracy
 LF0104;SPC MO W     -   452,190.      864,210.      MT  (+/- 180 meters Scaled)
 LF0104
 LF0104                          SUPERSEDED SURVEY CONTROL
 LF0104
 LF0104  NGVD 29 (??/??/92)  278.948  (m)          915.18   (f) ADJ UNCH    2 0
 LF0104
 LF0104.Superseded values are not recommended for survey control.
 LF0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0104.See file dsdata.txt to determine how the superseded data were derived.
 LF0104
 LF0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE866553(NAD 83)
 LF0104_MARKER: DB = BENCH MARK DISK
 LF0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0104_SP_SET: PEDESTAL
 LF0104_STAMPING: ALBANY 1934
 LF0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0104+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 LF0104
 LF0104  HISTORY     - Date     Condition        Report By
 LF0104  HISTORY     - 1934     MONUMENTED       CGS
 LF0104  HISTORY     - 1970     GOOD             LOCSUR
 LF0104  HISTORY     - 20040121 GOOD             MODNR
 LF0104
 LF0104                          STATION DESCRIPTION
 LF0104
 LF0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0104'AT ALBANY.
 LF0104'AT ALBANY, 36 FEET SOUTH OF THE CITY CAR-BARN, 33 FEET WEST
 LF0104'OF THE CENTERLINE OF A STREET, AT A WATER TOWER, IN THE CENTER
 LF0104'OF THE TOP OF THE CONCRETE PEDESTAL OF THE SOUTHEAST LEG,
 LF0104'AND LEVEL WITH THE GROUND.  A STANDARD DISK, STAMPED ALBANY 1934.
 LF0104
 LF0104                          STATION RECOVERY (1970)
 LF0104
 LF0104'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 LF0104'RECOVERED IN GOOD CONDITION.
 LF0104
 LF0104                          STATION RECOVERY (2004)
 LF0104
 LF0104'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 LF0104'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 136, MISSOURI HIGHWAY
 LF0104'85, AND ROUTE C ON THE NORTH SIDE OF THE TOWN OF ALBANY,MO. GO SOUTH
 LF0104'ALONG HWY 85 (HUNDLEY ST.) FOR 0.4 MILE TO CANADAY ST. TURN RIGHT AND
 LF0104'GO WEST FOR 0.1 MILE TO POLK STREET. TURN LEFT GO SOUTH FOR ABOUT 150
 LF0104'FEET TO THE SOUTHEAST PEDESTAL OF WATER TOWER AND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1333 ***********************************************************************
 LF1333  DESIGNATION -  ALBERT
 LF1333  PID         -  LF1333
 LF1333  STATE/COUNTY-  MO/HOLT
 LF1333  USGS QUAD   -  KIMSEY CREEK (1981)
 LF1333
 LF1333                         *CURRENT SURVEY CONTROL
 LF1333  ___________________________________________________________________
 LF1333* NAD 83(1997)-  40 06 29.92744(N)    095 09 48.55396(W)     ADJUSTED  
 LF1333* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 LF1333  ___________________________________________________________________
 LF1333  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 LF1333  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LF1333
 LF1333  HORZ ORDER  -  FIRST
 LF1333
 LF1333.The horizontal coordinates were established by classical geodetic methods
 LF1333.and adjusted by the National Geodetic Survey in February 2000..
 LF1333
 LF1333.The orthometric height was scaled from a topographic map.
 LF1333
 LF1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1333
 LF1333.The geoid height was determined by GEOID03.
 LF1333
 LF1333;                    North         East     Units Scale Factor Converg.
 LF1333;SPC MO W     -   437,704.826   793,434.999   MT  0.99998055   -0 25 38.8
 LF1333;UTM  15      - 4,442,022.379   315,609.961   MT  1.00001856   -1 23 39.1
 LF1333
 LF1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1333!SPC MO W     -   0.99995231  x   0.99998055  =   0.99993286
 LF1333!UTM  15      -   0.99995231  x   1.00001856  =   0.99997087
 LF1333
 LF1333|---------------------------------------------------------------------|
 LF1333| PID    Reference Object                     Distance      Geod. Az  |
 LF1333|                                                           dddmmss.s |
 LF1333| CL6730 ALBERT RM 2                          20.066 METERS 10323     |
 LF1333| KE1565 OREGON MUNICIPAL TANK               APPROX.13.6 KM 1730933.5 |
 LF1333| CL6729 ALBERT RM 1                          21.878 METERS 34327     |
 LF1333| CL6728 ALBERT AZ MK                                       3590027.1 |
 LF1333|---------------------------------------------------------------------|
 LF1333
 LF1333                          SUPERSEDED SURVEY CONTROL
 LF1333
 LF1333  NAD 83(1997)-  40 06 29.92738(N)    095 09 48.55391(W) AD(       ) 1
 LF1333  NAD 83(1997)-  40 06 29.92717(N)    095 09 48.55385(W) AD(       ) 1
 LF1333  NAD 83(1997)-  40 06 29.92802(N)    095 09 48.55329(W) AD(       ) 1
 LF1333  NAD 83(1986)-  40 06 29.93057(N)    095 09 48.55047(W) AD(       ) 1
 LF1333  NAD 27      -  40 06 29.94500(N)    095 09 47.63300(W) AD(       ) 1
 LF1333
 LF1333.Superseded values are not recommended for survey control.
 LF1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1333.See file dsdata.txt to determine how the superseded data were derived.
 LF1333
 LF1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE1561042022(NAD 83)
 LF1333_MARKER: DS = TRIANGULATION STATION DISK
 LF1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1333
 LF1333  HISTORY     - Date     Condition        Report By
 LF1333  HISTORY     - 1945     MONUMENTED       CGS
 LF1333  HISTORY     - 1959     GOOD             CGS
 LF1333  HISTORY     - 1974     GOOD             NGS
 LF1333  HISTORY     - 1974     MARK NOT FOUND   USE
 LF1333
 LF1333                          STATION DESCRIPTION
 LF1333
 LF1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1333'STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF MOUND CITY ON
 LF1333'THE EAST SIDE OF A DIRT ROAD AND ON LAND OWNED BY GUY HICKS.  IT
 LF1333'IS 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR. HICKS HOUSE,
 LF1333'17 FEET NORTH OF AN EAST-WEST FENCE LINE, 21 FEET EAST OF THE EAST
 LF1333'ROAD FENCE AND 24.4 FEET EAST-NORTHEAST OF A STANDARD WITNESS
 LF1333'POST.  THE DISK IS STAMPED ALBERT 1945 AND IS ABOUT 14 INCHES
 LF1333'BELOW THE SURFACE OF THE GROUND.
 LF1333'
 LF1333'REFERENCE MARK NO. 1 IS 71.78 FEET NORTH OF THE STATION.  IT IS
 LF1333'19.5 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD, ONE FOOT
 LF1333'EAST OF THE FENCE AND 45 FEET SOUTH OF THE FENCE CORNER.  THE DISK
 LF1333'IS STAMPED ALBERT NO 1 1945 AND PROJECTS ABOUT 2 INCHES.
 LF1333'
 LF1333'REFERENCE MARK NO. 2 IS 65.83 FEET EAST-SOUTHEAST OF THE STATION.
 LF1333'IT IS 36 FEET NORTH WEST OF THE NORTHEAST CORNER OF THE HOUSE,
 LF1333'ONE FOOT NORTH OF AN EAST-WEST FENCE LINE AND 84.5 FEET EAST OF A
 LF1333'FENCE CORNER.  THE DISK IS STAMPED ALBERT NO 2 1945 AND PROJECTS
 LF1333'ABOUT 2 INCHES.
 LF1333'
 LF1333'AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF THE STATION ON THE EAST
 LF1333'SIDE OF THE ROAD.  IT IS ONE FOOT EAST OF A NORTH-SOUTH FENCE
 LF1333'LINE, 28 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD AND 2
 LF1333'FEET SOUTHEAST OF A STANDARD WITNESS POST.  THE DISK IS STAMPED
 LF1333'ALBERT 1945 AND PROJECTS ABOUT 4 INCHES.
 LF1333'
 LF1333'TO REACH THE STATION FROM THE POST OFFICE IN MOUND CITY GO SOUTH
 LF1333'ON STATE STREET FOR ABOUT 100 YARDS, TURN LEFT ON U.S. HIGHWAYS 59
 LF1333'AND 275 AND GO 3.8 MILES TO A DIRT CROSS ROAD, TURN RIGHT ON DIRT
 LF1333'ROAD AND GO 1.3 MILES TO A NEW HOUSE ON THE LEFT AND THE AZIMUTH
 LF1333'MARK NEAR THE DRIVEWAY, CONTINUE ON DIRT ROAD FOR 0.25 MILE TO
 LF1333'MR. HICKS HOUSE ON THE LEFT AND STATION.
 LF1333'
 LF1333'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LF1333
 LF1333                          STATION RECOVERY (1959)
 LF1333
 LF1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LF1333'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LF1333'GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD BEEN DESTROYED
 LF1333'BY ROAD CONSTRUCTION.  THE LAND WHERE THE STATION IS LOCATED IS
 LF1333'OWNED BY MR. MAX MEADOWS.
 LF1333
 LF1333                          STATION RECOVERY (1974)
 LF1333
 LF1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LF1333'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LF1333'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK CONCRETE MONUMENT
 LF1333'WAS FOUND LYING ON TOP THE GROUND AND THE DISK WAS RECLAIMED THIS
 LF1333'DATE.  THE STATION SITE IS IS IN A GARDEN PLOT AS PREVIOUSLY
 LF1333'DESCRIBED.  THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY.
 LF1333'NO OLD TIE LINES VISIBLE AND NO SUITABLE PLACE TO SET A NEW AZIMUTH
 LF1333'MARK THIS DATE.  STATION ON PROPERTY OWNED BY THE MAX MEADOWS THAT
 LF1333'LIVE AT STATION SITE.
 LF1333'
 LF1333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 LF1333'EAST-SOUTHEAST OF MOUND CITY.
 LF1333
 LF1333                          STATION RECOVERY (1974)
 LF1333
 LF1333'RECOVERY NOTE BY US ENGINEERS 1974 (RRR)
 LF1333'AZIMUTH MARK DESTROYED.
 LF1333'
 LF1333'ALBERT NO. 1 IN ORIGINAL CONDITION.
 LF1333'
 LF1333'ALBERT NO 2 IN ORIGINAL CONDITION.
 LF1333'
 LF1333'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST AND SE. OF
 LF1333'MOUND CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2474 ***********************************************************************
 JD2474  DESIGNATION -  ALGOA FARMS WATER TANK
 JD2474  PID         -  JD2474
 JD2474  STATE/COUNTY-  MO/COLE
 JD2474  USGS QUAD   -  OSAGE CITY (1981)
 JD2474
 JD2474                         *CURRENT SURVEY CONTROL
 JD2474  ___________________________________________________________________
 JD2474* NAD 83(1997)-  38 33 17.88790(N)    092 03 04.68002(W)     ADJUSTED  
 JD2474* NAVD 88     -                                                        
 JD2474  ___________________________________________________________________
 JD2474  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 JD2474  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JD2474
 JD2474  HORZ ORDER  -  THIRD
 JD2474
 JD2474.The horizontal coordinates were established by classical geodetic methods
 JD2474.and adjusted by the National Geodetic Survey in February 2000..
 JD2474
 JD2474
 JD2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2474
 JD2474.The geoid height was determined by GEOID03.
 JD2474
 JD2474;                    North         East     Units Scale Factor Converg.
 JD2474;SPC MO C     -   302,126.075   539,109.059   MT  0.99995216   +0 16 46.8
 JD2474;UTM  15      - 4,267,819.446   582,662.565   MT  0.99968415   +0 35 28.8
 JD2474
 JD2474                          SUPERSEDED SURVEY CONTROL
 JD2474
 JD2474  NAD 83(1986)-  38 33 17.89733(N)    092 03 04.68454(W) AD(       ) 4
 JD2474  NAD 27      -  38 33 17.76700(N)    092 03 04.04200(W) AD(       ) 3
 JD2474
 JD2474.Superseded values are not recommended for survey control.
 JD2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2474.See file dsdata.txt to determine how the superseded data were derived.
 JD2474
 JD2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC8266367819(NAD 83)
 JD2474_MARKER: 53 = ELEVATED TANK
 JD2474
 JD2474  HISTORY     - Date     Condition        Report By
 JD2474  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2474
 JD2474                          STATION DESCRIPTION
 JD2474
 JD2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2474'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH-NORTHWEST OF SCHUBERT ON
 JD2474'THE GROUNDS OF ALGOA FARMS OR THE MISSOURI INTERMEDIATE REFORMATORY
 JD2474'FOR YOUNG MEN.  STATION IS OF STEEL STRUCTURE, WITH FOUR STEEL LEGS
 JD2474'ABOUT 25 FEET SQUARE AT BASE AND 90 FEET HIGH.  STATION IS SILVER
 JD2474'IN COLOR, WITH A WHITE LIGHT ON THE TOP.
 JD2474'
 JD2474'THE POINT INTERSECTED WAS THE BALL FINIAL.
 JD2474'
 JD2474'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND COUNTY ROUTE
 JD2474'J IN THE SMALL VILLAGE OF SCHUBERT GO NORTHERLY ON COUNTY ROUTE
 JD2474'J FOR 0.75 MILE TO POINT WHERE A GRAVEL ROAD LEADS NORTH AND COUNTY
 JD2474'ROUTE CURVES RIGHT.  FOLLOW GRAVEL ROAD NORTHWEST FOR 1.5 MILE
 JD2474'TO A FORK.  TAKE RIGHT FORK AND GO ABOUT 150 FEET CROSSING
 JD2474'RAILROAD TRACK, TO THE MAIN ENTRANCE OF ALGOA FARMS.  CONTINUE
 JD2474'NORTH FOR 0.5 MILE TO A T ROAD RIGHT.  TURN RIGHT AND GO EAST
 JD2474'1.3 MILES TO A FORK.  TAKE LEFT FORK AND GO 0.2 MILE TO
 JD2474'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1341 ***********************************************************************
 LF1341  DESIGNATION -  ALKIRE
 LF1341  PID         -  LF1341
 LF1341  STATE/COUNTY-  MO/HOLT
 LF1341  USGS QUAD   -  CRAIG (1981)
 LF1341
 LF1341                         *CURRENT SURVEY CONTROL
 LF1341  ___________________________________________________________________
 LF1341* NAD 83(1997)-  40 10 31.88437(N)    095 17 45.89367(W)     ADJUSTED  
 LF1341* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 LF1341  ___________________________________________________________________
 LF1341  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 LF1341  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LF1341
 LF1341  HORZ ORDER  -  FIRST
 LF1341
 LF1341.The horizontal coordinates were established by classical geodetic methods
 LF1341.and adjusted by the National Geodetic Survey in February 2000..
 LF1341
 LF1341.The orthometric height was scaled from a topographic map.
 LF1341
 LF1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1341
 LF1341.The geoid height was determined by GEOID03.
 LF1341
 LF1341;                    North         East     Units Scale Factor Converg.
 LF1341;SPC MO W     -   445,260.125   782,197.521   MT  0.99999775   -0 30 48.9
 LF1341;SPC NE       -    48,890.619   900,427.802   MT  0.99992527   +3 07 02.2
 LF1341;UTM  15      - 4,449,766.766   304,501.035   MT  1.00007051   -1 28 54.3
 LF1341
 LF1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1341!SPC MO W     -   0.99995871  x   0.99999775  =   0.99995646
 LF1341!SPC NE       -   0.99995871  x   0.99992527  =   0.99988399
 LF1341!UTM  15      -   0.99995871  x   1.00007051  =   1.00002922
 LF1341
 LF1341|---------------------------------------------------------------------|
 LF1341| PID    Reference Object                     Distance      Geod. Az  |
 LF1341|                                                           dddmmss.s |
 LF1341| CL6735 ALKIRE RM 3                          25.518 METERS 03840     |
 LF1341| CL6733 ALKIRE RM 1                          16.636 METERS 08248     |
 LF1341| LF1336 MOUND CITY MUNICIPAL TANK           APPROX. 6.9 KM 1261854.1 |
 LF1341| CL6734 ALKIRE RM 2                          17.132 METERS 21015     |
 LF1341| CL6732 ALKIRE AZ MK                                       2173549.1 |
 LF1341| CL6736 ALKIRE RM 4                          16.048 METERS 26456     |
 LF1341| LF1342 CRAIG MUNICIPAL TANK                APPROX. 6.7 KM 2845524.5 |
 LF1341|---------------------------------------------------------------------|
 LF1341
 LF1341                          SUPERSEDED SURVEY CONTROL
 LF1341
 LF1341  NAD 83(1997)-  40 10 31.88437(N)    095 17 45.89366(W) AD(       ) 1
 LF1341  NAD 83(1997)-  40 10 31.88433(N)    095 17 45.89361(W) AD(       ) 1
 LF1341  NAD 83(1997)-  40 10 31.88462(N)    095 17 45.89369(W) AD(       ) 1
 LF1341  NAD 83(1986)-  40 10 31.88869(N)    095 17 45.88994(W) AD(       ) 1
 LF1341  NAD 27      -  40 10 31.90300(N)    095 17 44.97100(W) AD(       ) 1
 LF1341
 LF1341.Superseded values are not recommended for survey control.
 LF1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1341.See file dsdata.txt to determine how the superseded data were derived.
 LF1341
 LF1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE0450149767(NAD 83)
 LF1341_MARKER: DS = TRIANGULATION STATION DISK
 LF1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1341
 LF1341  HISTORY     - Date     Condition        Report By
 LF1341  HISTORY     - 1945     MONUMENTED       CGS
 LF1341  HISTORY     - 1947     GOOD             CGS
 LF1341  HISTORY     - 1961     GOOD             CGS
 LF1341  HISTORY     - 19990630 GOOD             MOHC
 LF1341
 LF1341                          STATION DESCRIPTION
 LF1341
 LF1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1341'STATION IS LOCATED ABOUT 4.5 MILES EAST-SOUTHEAST OF THE VILLAGE OF
 LF1341'CRAIG ON LAND OWNED BY MRS. MARY ALKIRE AND OCCUPIED BY MR. C.M.
 LF1341'DUNIGAN, WHO LIVES ABOUT 0.1 MILE SOUTHWEST OF THE STATION.  THE
 LF1341'MARK IS SITUATED ON THE SOUTH ROAD BANK OF AN EAST-WEST ROAD, 38
 LF1341'FEET EAST OF A FENCE CORNER, 5 FEET SOUTH OF THE SOUTH
 LF1341'RIGHT-OF-WAY FENCE LINE AND 4.5 FEET SOUTH OF A STANDARD WITNESS
 LF1341'POST.  THE MARK IS 18 INCHES BELOW THE SURFACE OF THE GROUND
 LF1341'AND THE DISK IS STAMPED ALKIRE 1945.
 LF1341'
 LF1341'REFERENCE MARK NO. 1 IS 54.64 FEET EAST-NORTHEAST OF THE STATION
 LF1341'IN THE SOUTH RIGHT-OF-WAY FENCELINE.  THE MARK IS FLUSH WITH THE
 LF1341'SURFACE OF THE GROUND AND THE DISK IS STAMPED ALKIRE NO.1 1945.
 LF1341'
 LF1341'REFERENCE MARK NO. 2 IS 56.21 FEET SOUTHWEST OF THE STATION IN A
 LF1341'NORTH-SOUTH FENCELINE.  IT IS 52 FEET SOUTH OF THE FENCE CORNER.
 LF1341'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LF1341'STAMPED ALKIRE NO 2 1945.
 LF1341'
 LF1341'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTHWEST OF THE
 LF1341'STATION.  IT IS 86 FEET WEST OF THE APPROXIMATE CENTER OF C.M.
 LF1341'DUNIGANS DRIVEWAY, 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 LF1341'U.S. HIGHWAY 275 AND 2 FEET EAST OF A STANDARD WITNESS POST.  THE
 LF1341'MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND THE
 LF1341'DISK IS STAMPED ALKIRE 1945.
 LF1341'
 LF1341'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 159 WITH
 LF1341'U.S. HIGHWAYS 275 AND 59 IN CRAIG, GO EAST AND SOUTHEAST ON
 LF1341'COMBINED U.S. HIGHWAYS 275 AND 59 FOR 4.25 MILES TO A DIRT
 LF1341'CROSSROAD.* TURN LEFT FOR 0.1 MILE TO ANOTHER CROSSROAD, THEN
 LF1341'TURN RIGHT AND FOLLOW EAST FOR 0.2 MILE TO THE CREST OF THE HILL
 LF1341'AND THE STATION ON THE RIGHT AS DESCRIBED.
 LF1341'
 LF1341'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHEASTERLY
 LF1341'FOR 0.15 MILE TO C.M. DUNIGANS RESIDENCE AND THE MARK ON THE LEFT
 LF1341'AS DESCRIBED.
 LF1341
 LF1341                          STATION RECOVERY (1947)
 LF1341
 LF1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1341'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.P. IN 1945 AND ALL
 LF1341'MARKS WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD BEEN
 LF1341'SET IN A FENCE LINE.  THIS FENCE HAS BEEN REMOVED AND AT THE
 LF1341'REQUEST OF THE NEW PROPERTY OWNER, RM NO. 2 WAS REMOVED AND A NEW
 LF1341'MARK, R.M.NO.3, WAS SET IN A NEW LOCATION.  A DIFFERENCE WAS
 LF1341'FOUND IN THE DISTANCE TO R.M.NO.1.  A COMPLETE NEW DESCRIPTION
 LF1341'FOLLOWS.
 LF1341'
 LF1341'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST OF CRAIG,
 LF1341'ABOUT 4 MILES NORTHWEST OF MOUND CITY, ON PROPERTY OWNED AND
 LF1341'OCCUPIED BY MR. HARMON WILKINSON.  IT IS 22 FEET SOUTH OF THE
 LF1341'CENTERLINE OF AN EAST-WEST ROAD, 38 FEET EAST OF A JOG IN THE
 LF1341'FENCE, 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 4.5 FEET SOUTH
 LF1341'OF A WITNESS POST.  THE DISK IS STAMPED ALKIRE 1945 AND IS SET
 LF1341'18 INCHES BELOW THE SURFACE OF THE GROUND.
 LF1341'
 LF1341'REFERENCE MARK NO. 1 IS 54.58 FEET EAST-NORTHEAST OF THE STATION,
 LF1341'16 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 6 INCHES SOUTH OF
 LF1341'THE FENCE.  THE DISK IS STAMPED ALKIRE NO 1 1945 AND IS SET FLUSH
 LF1341'WITH THE GROUND.
 LF1341'
 LF1341'REFERENCE MARK NO. 3 IS 83.72 FEET NORTHEAST OF THE STATION, 42
 LF1341'FEET NORTH OF THE CENTERLINE OF THE ROAD, 25 FEET NORTH OF A
 LF1341'TELEPHONE POLE, AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE
 LF1341'DISK IS STAMPED ALKIRE NO 3 1947 AND IS SET FLUSH WITH THE GROUND.
 LF1341'
 LF1341'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTHWEST OF THE
 LF1341'STATION, 86 FEET WEST OF THE DRIVEWAY LEADING TO MR. WILKINSONS
 LF1341'HOUSE, 36 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 275, AND
 LF1341'1.6 FEET EAST OF A WITNESS POST.  THE DISK IS STAMPED ALKIRE 1945
 LF1341'AND PROJECTS 4 INCHES.
 LF1341'
 LF1341'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 159 AND 275
 LF1341'IN CRAIG, GO EAST AND SOUTHEAST ON HIGHWAY 275 FOR 4.25 MILES TO A
 LF1341'DIRT CROSS ROAD.* TURN LEFT AND GO 0.15 MILE TO A SIDE ROAD
 LF1341'RIGHT.  TURN RIGHT AND GO 0.2 MILE TO THE TOP OF THE HILL AND
 LF1341'THE STATION AS DESCRIBED.
 LF1341'
 LF1341'*TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE SOUTHEAST ON
 LF1341'HIGHWAY 275 FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LF1341'
 LF1341'HEIGHT OF TOWER - 64 FEET.
 LF1341
 LF1341                          STATION RECOVERY (1961)
 LF1341
 LF1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LF1341'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 3, AND THE
 LF1341'AZIMUTH MARK WERE RECOVERED AFTER TWO HOURS SEARCH.  THE UNDERGROUND
 LF1341'STATION MARK WAS LOWERED IN PLACE AND A SUB-SURFACE MARK WAS
 LF1341'ESTABLISHED ABOUT 20 INCHES BELOW GROUND LEVEL AND REFERENCE MARK
 LF1341'NO. 4 WAS SET.  THE LINE OF SIGHT FROM THE STATION TO THE AZIMUTH
 LF1341'MARK IS OBSTRUCTED BY THE GROWTH OF TREES.  THE AZIMUTH MARK WAS
 LF1341'LEFT IN PLACE.  A COMPLETE DESCRIPTION FOLLOWS.
 LF1341'
 LF1341'STATION IS LOCATED ABOUT 4 AND 1/2 MILES EAST-SOUTHEAST OF CRAIG
 LF1341'AND 4 MILES NORTHWEST OF MOUND CITY IN THE NORTHWEST CORNER OF
 LF1341'SEC. 21, T 62 N., R 39 W. AND ABOUT 1/4 MILE SOUTHEAST OF THE FARM
 LF1341'BUILDINGS FOR THE LAND ON A HIGH KNOLL OVERLOOKING THE MISSOURI
 LF1341'RIVER VALLEY TO THE WEST, 153 FEET SOUTHWEST OF THE SOUTHWEST
 LF1341'CORNER OF A PORCH FOR A HOUSE ON THE NORTH SIDE OF AN EAST-WEST
 LF1341'ROAD, 134 FEET EAST OF A NORTHEAST FENCE CORNER, 54.5 FEET EAST
 LF1341'OF A POWER POLE, 50 FEET EAST-NORTHEAST OF THE BASE OF GUY WIRE
 LF1341'FOR POWER POLE, AND 22 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LF1341'ROAD.  THE MARK IS 20 INCHES BELOW THE SURFACE OF THE
 LF1341'GROUND AND THE DISK IS STAMPED ALKIRE 1945.  THE STATION AND
 LF1341'UNDERGROUND STATION MARKS ARE DESCRIBED.
 LF1341'
 LF1341'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 159 AND
 LF1341'U.S. HIGHWAY 59 AND 275 IN CRAIG, GO EAST AND SOUTHEAST FOR 4.25
 LF1341'MILES ON U.S. HIGHWAY 59 AND 275 TO A DIRT CROSSROADS.  TURN LEFT
 LF1341'AND GO NORTH ON A GRAVEL ROAD FOR 0.15 MILE TO A SIDE ROAD
 LF1341'RIGHT.  TURN RIGHT AND GO EAST 0.2 MILE TO THE TOP OF HILL AND
 LF1341'THE STATION ON THE RIGHT OR SOUTH SIDE OF THE ROAD.
 LF1341'
 LF1341'REFERENCE MARK NO. 3 IS NORTHEAST OF THE STATION, 69.3 FEET
 LF1341'SOUTHWEST OF THE SOUTHEAST CORNER OF PORCH ON HOUSE, 63 FEET
 LF1341'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SAME HOUSE, AND 1
 LF1341'FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF YARD FENCE.  THE MARK
 LF1341'PROJECTS 1 INCH AND THE DISK IS STAMPED ALKIRE NO 3 1947.
 LF1341'
 LF1341'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 82 FEET EAST OF A
 LF1341'NORTHEAST FENCE CORNER, 31 FEET SOUTH OF THE CENTER OF DIRT ROAD,
 LF1341'14 FEET NORTH-NORTHWEST OF THE BASE OF GUY WIRE FOR POWER POLE,
 LF1341'AND 2 FEET EAST OF POWER POLE.  THE MARK PROJECTS 1 INCH AND THE
 LF1341'DISK IS STAMPED ALKIRE NO 4 1945.
 LF1341'
 LF1341'AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION, 86 FEET
 LF1341'NORTHWEST OF THE CENTER OF DRIVEWAY TO FARM BUILDINGS AND 36 FEET
 LF1341'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 59 AND 275.  THE MARK
 LF1341'PROJECTS 4 INCHES AND THE DISK IS STAMPED ALKIRE 1945.
 LF1341'
 LF1341'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST DOWNHILL FOR
 LF1341'0.2 MILE TO GRAVEL ROAD.  TURN LEFT AND GO SOUTH FOR 0.15 MILE TO
 LF1341'U.S. HIGHWAY 59 AND 275.  TURN LEFT AND GO SOUTHEAST ON U.S.
 LF1341'HIGHWAY 59 AND 275 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT
 LF1341'IN THE FRONT OF FARM BUILDINGS AS DESCRIBED.
 LF1341'
 LF1341'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METERS.
 LF1341
 LF1341                          STATION RECOVERY (1999)
 LF1341
 LF1341'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 LF1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1237 ***********************************************************************
 KD1237  DESIGNATION -  ALMA
 KD1237  PID         -  KD1237
 KD1237  STATE/COUNTY-  MO/LAFAYETTE
 KD1237  USGS QUAD   -  WAVERLY (1979)
 KD1237
 KD1237                         *CURRENT SURVEY CONTROL
 KD1237  ___________________________________________________________________
 KD1237* NAD 83(1997)-  39 08 11.51508(N)    093 33 29.62659(W)     ADJUSTED  
 KD1237* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 KD1237  ___________________________________________________________________
 KD1237  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KD1237  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1237
 KD1237  HORZ ORDER  -  SECOND
 KD1237
 KD1237.The horizontal coordinates were established by classical geodetic methods
 KD1237.and adjusted by the National Geodetic Survey in February 2000..
 KD1237
 KD1237.The orthometric height was scaled from a topographic map.
 KD1237
 KD1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1237
 KD1237.The geoid height was determined by GEOID03.
 KD1237
 KD1237;                    North         East     Units Scale Factor Converg.
 KD1237;SPC MO W     -   330,028.215   931,421.126   MT  1.00002278   +0 35 40.0
 KD1237;SPC MO C     -   367,120.422   408,510.842   MT  1.00003636   -0 40 04.7
 KD1237;UTM  15      - 4,332,076.204   451,754.798   MT  0.99962866   -0 21 08.4
 KD1237
 KD1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1237!SPC MO W     -   0.99996572  x   1.00002278  =   0.99998850
 KD1237!SPC MO C     -   0.99996572  x   1.00003636  =   1.00000208
 KD1237!UTM  15      -   0.99996572  x   0.99962866  =   0.99959440
 KD1237
 KD1237:                Primary Azimuth Mark                     Grid Az
 KD1237:SPC MO W     -  ALMA AZ MK RESET                         034 35 47.5
 KD1237:SPC MO C     -  ALMA AZ MK RESET                         035 51 32.2
 KD1237:UTM  15      -  ALMA AZ MK RESET                         035 32 35.9
 KD1237
 KD1237|---------------------------------------------------------------------|
 KD1237| PID    Reference Object                     Distance      Geod. Az  |
 KD1237|                                                           dddmmss.s |
 KD1237| CL8799 ALMA AZ MK RESET                                   0351127.5 |
 KD1237| CL8800 ALMA RM 1                            46.183 METERS 05448     |
 KD1237| CL8798 ALMA AZ MK                                         1103245.0 |
 KD1237| CL8801 ALMA RM 2                            33.732 METERS 33221     |
 KD1237|---------------------------------------------------------------------|
 KD1237
 KD1237                          SUPERSEDED SURVEY CONTROL
 KD1237
 KD1237  NAD 83(1997)-  39 08 11.51647(N)    093 33 29.62848(W) AD(       ) 2
 KD1237  NAD 83(1986)-  39 08 11.52148(N)    093 33 29.62701(W) AD(       ) 2
 KD1237  NAD 27      -  39 08 11.45316(N)    093 33 28.86217(W) AD(       ) 2
 KD1237
 KD1237.Superseded values are not recommended for survey control.
 KD1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1237.See file dsdata.txt to determine how the superseded data were derived.
 KD1237
 KD1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5175532076(NAD 83)
 KD1237_MARKER: DS = TRIANGULATION STATION DISK
 KD1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1237
 KD1237  HISTORY     - Date     Condition        Report By
 KD1237  HISTORY     - 1949     MONUMENTED       CGS
 KD1237  HISTORY     - 1962     GOOD             CGS
 KD1237
 KD1237                          STATION DESCRIPTION
 KD1237
 KD1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1237'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH-SOUTHWEST OF
 KD1237'WAVERLY AND 3.0 MILES NORTH OF ALMA ON LAND OWNED AND OCCUPIED
 KD1237'BY MR. H.J. BARGFREDS.  IT IS 50 FEET EAST OF THE SOUTHEAST
 KD1237'CORNER OF GARAGE, 45 FEET EAST OF THE NORTH END OF GATE
 KD1237'INTO FIELD AND 12 FEET NORTH OF EAST-WEST FENCE LINE.  IT
 KD1237'IS STAMPED ALMA 1949 AND IS SET 8 INCHES BELOW THE SURFACE
 KD1237'OF THE GROUND.
 KD1237'
 KD1237'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 1 FOOT
 KD1237'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED ALMA NO 1
 KD1237'1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KD1237'
 KD1237'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 50 FEET
 KD1237'EAST-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 12 FEET
 KD1237'WEST OF THE CENTER OF LANE LEADING NORTH FROM THE PASTURE
 KD1237'AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KD1237'ALMA NO 2 1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KD1237'
 KD1237'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 30 FEET
 KD1237'SOUTH OF EAST-WEST ROAD, 27 FEET SOUTH OF FENCE CORNER,
 KD1237'25 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD, 2.5 FEET
 KD1237'SOUTH OF WITNESS POST AND 1 FOOT WEST OF NORTH-SOUTH FENCE
 KD1237'LINE.  IT IS STAMPED ALMA 1949 AND PROJECTS 3 INCHES.
 KD1237'
 KD1237'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 KD1237'24 AND 65 IN THE SOUTHEAST PART OF WAVERLY, GO WEST ON U.S.
 KD1237'HIGHWAY 24 FOR 1.9 MILES TO THE JUNCTION WITH STATE HIGHWAY
 KD1237'23 TO THE LEFT, TURN LEFT AND GO SOUTH ON STATE HIGHWAY
 KD1237'23 FOR 4.6 MILES TO A FARM ROAD RIGHT AND THE AZIMUTH MARK
 KD1237'ON THE LEFT AS DESCRIBED, TURN RIGHT ON FARM ROAD AND GO
 KD1237'WEST AND NORTH FOR 0.4 MILE TO MR. BARGFREDS HOUSE AND GARAGE
 KD1237'AND STATION JUST EAST OF GARAGE IN SOUTHWEST CORNER OF
 KD1237'PASTURE.
 KD1237'
 KD1237'A 100 FOOT SIGNAL AT STATION HODGE IS VISIBLE AT 64 FEET.
 KD1237'
 KD1237'AN 87 FOOT SIGNAL AT STATION WAVERLY IS VISIBLE AT 37 FEET.
 KD1237'
 KD1237'A 74 FOOT SIGNAL AT STATION GILHAM (MO. RC) IS VISIBLE AT
 KD1237'37 FEET.
 KD1237'
 KD1237'AN 87 FOOT SIGNAL AT STATION SHACKLE 1928 IS VISIBLE AT
 KD1237'4 FEET.
 KD1237'
 KD1237'AN 87 FOOT SIGNAL AT STATION CONCORDIA IS VISIBLE AT 37
 KD1237'FEET.
 KD1237'
 KD1237'AN 87 FOOT SIGNAL AT STATION HIGGINS IS VISIBLE AT 77 FEET.
 KD1237'
 KD1237'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1237
 KD1237                          STATION RECOVERY (1962)
 KD1237
 KD1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1237'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 KD1237'NO. 2 WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KD1237'THE DISTANCES AND DIRECTIONS TO REFERENCE MARK NO. 1 AND
 KD1237'REFERENCE MARK NO. 2 WERE VERIFIED.  THE AZIMUTH MARK WAS
 KD1237'FOUND TO BE TIPPED OVER AND WAS DESTROYED.  A NEW AZIMUTH
 KD1237'MARK WAS SET BY THIS PARTY.
 KD1237'
 KD1237'FOLLOWING IS A COMPLETE NEW DESCRIPTION,
 KD1237'
 KD1237'THE STATION IS 5-1/2 MILES SOUTH OF WAVERLY, 3 MILES NORTH
 KD1237'OF ALMA AND ON PROPERTY OWNED BY MR. H.J. BARGFREDS.
 KD1237'
 KD1237'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 20
 KD1237'AND 23, 1 MILE NORTHWEST OF ALMA, GO NORTH ON HIGHWAY 23
 KD1237'FOR 2.0 MILES TO A SIDE ROAD LEFT (PRIVATE DRIVE).  TURN
 KD1237'LEFT AND GO WEST AND NORTH ON THE PRIVATE DRIVE FOR 0.45
 KD1237'MILE TO THE BARGFREDS FARM HOUSE AND THE STATION, IN THE
 KD1237'SOUTHWEST CORNER OF A PASTURE.
 KD1237'
 KD1237'STATION MARK, A STANDARD DISK STAMPED ALMA 1949, IS SET
 KD1237'IN A ROUND CONCRETE POST 14 INCHES BELOW THE SURFACE OF
 KD1237'THE GROUND.  IT IS 39 FEET EAST OF THE SOUTHEAST CORNER
 KD1237'OF A METAL SHED AND 12 FEET NORTH OF A METAL WITNESS POST
 KD1237'IN A FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 KD1237'
 KD1237'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALMA NO 1
 KD1237'1949, IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE
 KD1237'OF THE GROUND.  IT IS IN THE EAST-WEST FENCE.
 KD1237'
 KD1237'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALMA NO 2
 KD1237'1949, IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE
 KD1237'OF THE GROUND.  IT IS 77 FEET NORTH OF THE NORTHEAST CORNER
 KD1237'OF THE METAL SHED AND 1 FOOT SOUTHEAST OF A GATE POST.
 KD1237'
 KD1237'AZIMUTH MARK, A STANDARD DISK STAMPED ALMA 1949 RESET 1962,
 KD1237'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 KD1237'IT IS 27 FEET EAST OF THE CENTER OF HIGHWAY 23 3.5 FEET
 KD1237'NORTH OF A POWER POLE 2.0 FEET SOUTH OF A METAL WITNESS
 KD1237'POST AND 0.5 FOOT WEST OF A FENCE.
 KD1237'
 KD1237'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND
 KD1237'EAST ON THE PRIVATE DRIVE FOR 0.45 MILE TO THE JUNCTION
 KD1237'WITH HIGHWAY 23.  TURN LEFT AND GO NORTH ON HIGHWAY 23 FOR
 KD1237'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF
 KD1237'THE HIGHWAY.
 KD1237'
 KD1237'NOTE, REFERENCE MARKS WERE MEASURED WITH 7 KG. TAPE TENSION.
 KD1237'
 KD1237'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1242 ***********************************************************************
 KD1242  DESIGNATION -  ALMA MUNICIPAL TANK
 KD1242  PID         -  KD1242
 KD1242  STATE/COUNTY-  MO/LAFAYETTE
 KD1242  USGS QUAD   -  ALMA (1978)
 KD1242
 KD1242                         *CURRENT SURVEY CONTROL
 KD1242  ___________________________________________________________________
 KD1242* NAD 83(1997)-  39 05 44.82715(N)    093 32 53.42689(W)     ADJUSTED  
 KD1242* NAVD 88     -                                                        
 KD1242  ___________________________________________________________________
 KD1242  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 KD1242  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD1242
 KD1242  HORZ ORDER  -  THIRD
 KD1242
 KD1242.The horizontal coordinates were established by classical geodetic methods
 KD1242.and adjusted by the National Geodetic Survey in February 2000..
 KD1242
 KD1242
 KD1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1242
 KD1242.The geoid height was determined by GEOID03.
 KD1242
 KD1242;                    North         East     Units Scale Factor Converg.
 KD1242;SPC MO W     -   325,513.821   932,337.906   MT  1.00002462   +0 36 01.0
 KD1242;SPC MO C     -   362,586.881   409,327.993   MT  1.00003453   -0 39 39.8
 KD1242;UTM  15      - 4,327,549.075   452,596.557   MT  0.99962767   -0 20 44.5
 KD1242
 KD1242                          SUPERSEDED SURVEY CONTROL
 KD1242
 KD1242  NAD 83(1997)-  39 05 44.82859(N)    093 32 53.42878(W) AD(       ) 4
 KD1242  NAD 83(1986)-  39 05 44.83370(N)    093 32 53.42734(W) AD(       ) 4
 KD1242  NAD 27      -  39 05 44.76194(N)    093 32 52.66414(W) AD(       ) 3
 KD1242
 KD1242.Superseded values are not recommended for survey control.
 KD1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1242.See file dsdata.txt to determine how the superseded data were derived.
 KD1242
 KD1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5259727549(NAD 83)
 KD1242_MARKER: 53 = ELEVATED TANK
 KD1242
 KD1242  HISTORY     - Date     Condition        Report By
 KD1242  HISTORY     - 1962     FIRST OBSERVED   CGS
 KD1242  HISTORY     - 20050429 GOOD             GEOCAC
 KD1242
 KD1242                          STATION DESCRIPTION
 KD1242
 KD1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1242'THE STATION IS THE BALL ATOP THE TANK, LOCATED IN THE SOUTHWEST
 KD1242'EDGE OF THE CITY PARK IN ALMA.
 KD1242'
 KD1242'IT IS A FOUR LEGGED STEEL STRUCTURE WHICH SUPPORTS THE TANK,
 KD1242'THE TANK IS PAINTED SILVER WITH A RED TOP WITH LETTERS ALMA
 KD1242'PAINTED BLACK ON THE NORTHWEST AND SOUTHEAST SIDES OF THE TANK
 KD1242'AND HAS AN OVERALL HEIGHT OF 180 FEET.
 KD1242
 KD1242                          STATION RECOVERY (2005)
 KD1242
 KD1242'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1242'THE TANK IS PAINTED SILVER WITH A GREEN TOP WITH LETTERS ALMA PAINTED
 KD1242'BLACK ON THE NORTHWEST AND SOUTHEAST SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0821 ***********************************************************************
 GE0821  DESIGNATION -  ALT
 GE0821  PID         -  GE0821
 GE0821  STATE/COUNTY-  MO/OREGON
 GE0821  USGS QUAD   -  ALTON (1983)
 GE0821
 GE0821                         *CURRENT SURVEY CONTROL
 GE0821  ___________________________________________________________________
 GE0821* NAD 83(1997)-  36 43 36.76956(N)    091 24 56.47039(W)     ADJUSTED  
 GE0821* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 GE0821  ___________________________________________________________________
 GE0821  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 GE0821  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GE0821
 GE0821  HORZ ORDER  -  THIRD
 GE0821
 GE0821.The horizontal coordinates were established by classical geodetic methods
 GE0821.and adjusted by the National Geodetic Survey in February 2000..
 GE0821
 GE0821.The orthometric height was scaled from a topographic map.
 GE0821
 GE0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0821
 GE0821.The geoid height was determined by GEOID03.
 GE0821
 GE0821;                    North         East     Units Scale Factor Converg.
 GE0821;SPC MO E     -    99,536.007   168,207.096   MT  1.00001573   -0 32 51.4
 GE0821;UTM  15      - 4,065,744.877   641,473.776   MT  0.99984658   +0 56 51.3
 GE0821
 GE0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0821!SPC MO E     -   0.99995982  x   1.00001573  =   0.99997555
 GE0821!UTM  15      -   0.99995982  x   0.99984658  =   0.99980641
 GE0821
 GE0821|---------------------------------------------------------------------|
 GE0821| PID    Reference Object                     Distance      Geod. Az  |
 GE0821|                                                           dddmmss.s |
 GE0821| AJ6379 ALT RM 3                              1.300 METERS 00900     |
 GE0821| CI0046 ALT RM 2                             20.790 METERS 00931     |
 GE0821| GE0824 ALTON CO POL RAD STA KAI 668        APPROX. 3.9 KM 1562816.9 |
 GE0821| GE0822 ALTON MUNICIPAL TANK                APPROX. 3.7 KM 1684822.2 |
 GE0821| AJ2366 ALT AZ MK                           295.388 METERS 29116     |
 GE0821| AJ6364 ALT RM 1                              2.429 METERS 29443     |
 GE0821|---------------------------------------------------------------------|
 GE0821
 GE0821                          SUPERSEDED SURVEY CONTROL
 GE0821
 GE0821  NAD 83(1997)-  36 43 36.77538(N)    091 24 56.47165(W) AD(       ) 3
 GE0821  NAD 83(1986)-  36 43 36.77905(N)    091 24 56.46959(W) AD(       ) 3
 GE0821  NAD 27      -  36 43 36.57150(N)    091 24 55.97410(W) AD(       ) 3
 GE0821
 GE0821.Superseded values are not recommended for survey control.
 GE0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0821.See file dsdata.txt to determine how the superseded data were derived.
 GE0821
 GE0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4147465745(NAD 83)
 GE0821_MARKER: DS = TRIANGULATION STATION DISK
 GE0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0821_STAMPING: ALT 1956
 GE0821_MARK LOGO: NGS   
 GE0821_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GE0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0821+STABILITY: SURFACE MOTION
 GE0821
 GE0821  HISTORY     - Date     Condition        Report By
 GE0821  HISTORY     - 1956     MONUMENTED       CGS
 GE0821  HISTORY     - 19810709 GOOD             NGS
 GE0821
 GE0821                          STATION DESCRIPTION
 GE0821
 GE0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0821'THE STATION IS ABOUT 2-1/2 MILES NORTHWEST OF ALTON, NEAR THE
 GE0821'SOUTH END OF A TRIANGLE FORMED BY U.S. HIGHWAY 160 AND 2
 GE0821'GRAVELED ROADS.  IT IS 75 FEET NORTH OF CENTER OF THE HIGHWAY,
 GE0821'65 FEET EAST OF THE CENTER OF A WEST GRAVELED ROAD, 31 FEET
 GE0821'WEST OF THE CENTER OF A EAST GRAVELED ROAD AND 6 FEET WEST
 GE0821'OF A 4 IN X 4 IN WHITE WITNESS POST.
 GE0821'
 GE0821'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 GE0821'IN ALTON, GO NORTHWEST ON HIGHWAY 160 FOR 2.45 MILES TO THE
 GE0821'STATION ON THE RIGHT.  CONTINUE NORTHWEST ON THE HIGHWAY
 GE0821'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GE0821'
 GE0821'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 GE0821'ALT 1956.
 GE0821'
 GE0821'REFERENCE MARK 1 IS 51 FEET NORTH OF THE CENTER OF THE HIGHWAY
 GE0821'AND 16 FEET WEST OF THE CENTER OF THE WEST GRAVELED ROAD.
 GE0821'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED ALT
 GE0821'NO 1 1956.
 GE0821'
 GE0821'REFERENCE MARK 2 IS 143 FEET NORTH OF THE CENTER OF THE
 GE0821'HIGHWAY, 33 FEET EAST OF THE CENTER OF THE WEST GRAVELED ROAD
 GE0821'AND 16 FEET WEST OF THE CENTER OF THE EAST GRAVELED ROAD.
 GE0821'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED ALT NO 2
 GE0821'1956.
 GE0821'
 GE0821'THE AZIMUTH MARK IS 110 FEET EAST OF THE CENTER OF AN ENTRANCE
 GE0821'DRIVE, 36 FEET NORTH OF THE CENTER OF THE HIGHWAY, 6 FEET
 GE0821'EAST OF A GATE IN A FENCE CORNER AND 2 FEET EAST OF A 4 IN X
 GE0821'4 IN WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE
 GE0821'DISK IS STAMPED ALT 1956.
 GE0821'
 GE0821'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE0821
 GE0821                          STATION RECOVERY (1981)
 GE0821
 GE0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GE0821'THE SURFACE STATION MARK, RM 1 AND THE AZIMUTH WERE RECOVERED IN GOOD
 GE0821'CONDITION.  RM 2 WAS FOUND DESTROYED, THEREFORE RM 3 WAS SET.  THE
 GE0821'DISTANCE AND DIRECTION TO RM 1 AGREED FAVORABLY WITH 1956 DATA.  THE
 GE0821'UNDERGROUND MARK WAS NOT INSPECTED.  THE 1956 ROUTING TO THE STATION
 GE0821'IS ADEQUATE.  THE STATION IS A STANDARD, CGS, DISK STAMPED, ALT 1956,
 GE0821'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM, IN
 GE0821'DIAMETER, PROJECTING 4 CM, ABOVE THE GROUND.  THE STATION IS LOCATED
 GE0821'22.9 METERS (75.1 FT) N FROM THE CENTERLINE OF U.S HWY 160, 19.8
 GE0821'METERS (65.0 FT) ESE FROM THE CENTERLINE OF A GRAVELED ROAD TO THE W,
 GE0821'9.5 METERS (31.2 FT) W FROM THE CENTERLINE OF THE E GRAVELED ROAD,
 GE0821'0.42 METERS (1.38 FT) S FROM A WITNESS POST.  RM NO 1, IS A STANDARD,
 GE0821'CGS, DISK, STAMPED, ALT NO 1 1956, SET INTO THE TOP OF A ROUND
 GE0821'CONCRETE MONUMENT, 12 INCHES, 30 CM, IN DIAMETER, FLUSH, WITH GROUND.
 GE0821'THE STATION IS LOCATED 35.8 METERS (117.5 FT) N FROM THE CENTERLINE OF
 GE0821'THE HWY, 5.8 METERS (19.0 FT) W FRO THE CENTERLINE OF THE W GRAVELED
 GE0821'ROAD, 2.68 METERS (8.79 FT) NW FROM A STOP SIGN.  RM NO 03, IS A
 GE0821'STANDARD, NGS, DISK STAMPED, ALT 1956 NO 3 1981, SET INTO THE TOP OF A
 GE0821'ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM, IN DIAMETER, PROJECTING, 4
 GE0821'CM, ABOVE THE GROUND.  THE STATION IS LOCATED 35.8 METERS (117.5 FT) N
 GE0821'FROM THE CENTERLINE OF THE HWY, 10.8 METERS (35.4 FT) SE FROM THE
 GE0821'CENTERLINE OF THE W GRAVELED ROAD, 5.95 METERS (19.52 FT) W FROM THE
 GE0821'CENTERLINE OF THE E GRAVELED ROAD, 0.46 METERS (1.51 FT) S FROM A
 GE0821'WITNESS POST.  AZ MK NO 01, IS A STANDARD, CGS, DISK STAMPED, ALT
 GE0821'1956, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM,
 GE0821'IN DIAMETER, PROJECTING, 9 CM, ABOVE THE GROUND.  THE STATION IS
 GE0821'LOCATED 33.5 METERS (109.9 FT) E FROM THE CENETRLINE OF A DRIVEWAY,
 GE0821'11.0 METERS (36.1 FT) N FROM THE CENTERLINE OF THE HWY, 1.83 METERS
 GE0821'(6.00 FT) E FROM A FENCE CORNER, 0.60 METERS (1.97 FT) W OF A WITNESS
 GE0821'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2366 ***********************************************************************
 AJ2366  DESIGNATION -  ALT AZ MK
 AJ2366  PID         -  AJ2366
 AJ2366  STATE/COUNTY-  MO/OREGON
 AJ2366  USGS QUAD   -  ALTON (1983)
 AJ2366
 AJ2366                         *CURRENT SURVEY CONTROL
 AJ2366  ___________________________________________________________________
 AJ2366* NAD 83(1997)-  36 43 40.24615(N)    091 25 07.56362(W)     ADJUSTED  
 AJ2366* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 AJ2366  ___________________________________________________________________
 AJ2366  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AJ2366  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AJ2366
 AJ2366  HORZ ORDER  -  THIRD
 AJ2366
 AJ2366.The horizontal coordinates were established by classical geodetic methods
 AJ2366.and adjusted by the National Geodetic Survey in November 2001..
 AJ2366
 AJ2366.The orthometric height was scaled from a topographic map.
 AJ2366
 AJ2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2366
 AJ2366.The geoid height was determined by GEOID03.
 AJ2366
 AJ2366;                    North         East     Units Scale Factor Converg.
 AJ2366;SPC MO E     -    99,645.808   167,932.869   MT  1.00001628   -0 32 58.1
 AJ2366;UTM  15      - 4,065,847.468   641,196.824   MT  0.99984562   +0 56 44.7
 AJ2366
 AJ2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2366!SPC MO E     -   0.99996005  x   1.00001628  =   0.99997633
 AJ2366!UTM  15      -   0.99996005  x   0.99984562  =   0.99980568
 AJ2366
 AJ2366                          SUPERSEDED SURVEY CONTROL
 AJ2366
 AJ2366.No superseded survey control is available for this station.
 AJ2366
 AJ2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4119765847(NAD 83)
 AJ2366_MARKER: DZ = AZIMUTH MARK DISK
 AJ2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2366_STAMPING: ALT 1956
 AJ2366_MARK LOGO: CGS   
 AJ2366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2366+STABILITY: SURFACE MOTION
 AJ2366
 AJ2366  HISTORY     - Date     Condition        Report By
 AJ2366  HISTORY     - 1956     MONUMENTED       CGS
 AJ2366  HISTORY     - 19820226 GOOD             NGS
 AJ2366
 AJ2366                          STATION DESCRIPTION
 AJ2366
 AJ2366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AJ2366'THE STATION IS ABOUT 4 KM (2.50 MI) NW OR ALTON AND ON THE N
 AJ2366'RIGHT-OF-WAY OF U.S HIGHWAY 160.  TO REACH THE STATION FROM THE NW
 AJ2366'CORNE OF THE COURTHOUSE SQUARE IN ALTON, GO NW AND W ON U.S HIGHWAY
 AJ2366'160 FOR 4.18 KM (2.60 MI) TO THE MARK ON THE RIGHT, JUST E OF A
 AJ2366'DRIVEWAY TO A HOUSE.  STATION MARK IS A STANDARD AZ MK DISK,
 AJ2366'STAMPED---ALT 1956---, SET IN THE TOP OF A ROUND CONCRETE POST, 30 CM
 AJ2366'IN DIAMETER, THAT PROJECTS 9 CM ABOVE THE GROUND SPACE.  IT IS 33.5 M
 AJ2366'(109.9 FT) E OF THE CENTERLINE OF THE DRIVEWAY, 11.0 M (36.1 FT) N OF
 AJ2366'THE CENTERLINE OF THE HWY, 1.83 M (6.00 FT) E OF A FENCE CORNER AND
 AJ2366'0.60 M (1.97 FT) W OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0823 ***********************************************************************
 GE0823  DESIGNATION -  ALTO
 GE0823  PID         -  GE0823
 GE0823  STATE/COUNTY-  MO/OREGON
 GE0823  USGS QUAD   -  ALTON (1983)
 GE0823
 GE0823                         *CURRENT SURVEY CONTROL
 GE0823  ___________________________________________________________________
 GE0823* NAD 83(1997)-  36 40 03.41889(N)    091 25 56.91639(W)     ADJUSTED  
 GE0823* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 GE0823  ___________________________________________________________________
 GE0823  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 GE0823  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GE0823
 GE0823  HORZ ORDER  -  SECOND
 GE0823
 GE0823.The horizontal coordinates were established by classical geodetic methods
 GE0823.and adjusted by the National Geodetic Survey in February 2000..
 GE0823
 GE0823.The orthometric height was scaled from a topographic map.
 GE0823
 GE0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0823
 GE0823.The geoid height was determined by GEOID03.
 GE0823
 GE0823;                    North         East     Units Scale Factor Converg.
 GE0823;SPC MO E     -    92,974.010   166,643.290   MT  1.00001891   -0 33 24.8
 GE0823;UTM  15      - 4,059,145.478   640,081.847   MT  0.99984176   +0 56 10.4
 GE0823
 GE0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0823!SPC MO E     -   0.99995807  x   1.00001891  =   0.99997698
 GE0823!UTM  15      -   0.99995807  x   0.99984176  =   0.99979983
 GE0823
 GE0823|---------------------------------------------------------------------|
 GE0823| PID    Reference Object                     Distance      Geod. Az  |
 GE0823|                                                           dddmmss.s |
 GE0823| CI0049 ALTO RM 2                            27.086 METERS 00454     |
 GE0823| GE0822 ALTON MUNICIPAL TANK                APPROX. 3.7 KM 0363358.9 |
 GE0823| GE0824 ALTON CO POL RAD STA KAI 668        APPROX. 4.3 KM 0455509.9 |
 GE0823| CI0048 ALTO RM 1                            31.242 METERS 07800     |
 GE0823| CI0047 ALTO AZ MK                                         1944151.0 |
 GE0823|---------------------------------------------------------------------|
 GE0823
 GE0823                          SUPERSEDED SURVEY CONTROL
 GE0823
 GE0823  NAD 83(1997)-  36 40 03.42308(N)    091 25 56.91809(W) AD(       ) 2
 GE0823  NAD 83(1986)-  36 40 03.42789(N)    091 25 56.91579(W) AD(       ) 2
 GE0823  NAD 27      -  36 40 03.21490(N)    091 25 56.41880(W) AD(       ) 2
 GE0823
 GE0823.Superseded values are not recommended for survey control.
 GE0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0823.See file dsdata.txt to determine how the superseded data were derived.
 GE0823
 GE0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4008259145(NAD 83)
 GE0823_MARKER: DS = TRIANGULATION STATION DISK
 GE0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0823
 GE0823  HISTORY     - Date     Condition        Report By
 GE0823  HISTORY     - 1956     MONUMENTED       CGS
 GE0823  HISTORY     - 1981     GOOD             USE
 GE0823
 GE0823                          STATION DESCRIPTION
 GE0823
 GE0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0823'THE STATION IS ABOUT 2-3/4 MILES SOUTHWEST OF ALTON, ON THE
 GE0823'RIGHT-OF-WAY OF STATE HIGHWAY 19.  IT IS 79 FEET SOUTH OF
 GE0823'THE CENTER OF A WOODS ROAD, 50 FEET WEST OF THE CENTER OF
 GE0823'THE HIGHWAY AND 4 FEET NORTHWEST OF A 4 IN X 4 IN WHITE WITNESS
 GE0823'POST.
 GE0823'
 GE0823'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 GE0823'IN ALTON, GO SOUTHWEST ON STATE HIGHWAY 19 FOR 3.2 MILES
 GE0823'TO THE STATION ON THE RIGHT.  CONTINUE SOUTHWEST ON THE
 GE0823'HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GE0823'
 GE0823'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 GE0823'ALTO 1956.
 GE0823'
 GE0823'REFERENCE MARK 1 IS 39 FEET EAST OF THE CENTER OF THE HIGHWAY,
 GE0823'1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A TELEPHONE POLE.
 GE0823'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED ALTO NO 1
 GE0823'1956.
 GE0823'
 GE0823'REFERENCE MARK 2 IS 71 FEET WEST OF THE CENTER OF THE HIGHWAY
 GE0823'AND 10 FEET SOUTH OF THE WOODS ROAD.  THE MARK PROJECTS 4
 GE0823'INCHES, AND THE DISK IS STAMPED ALTO NO 2 1956.
 GE0823'
 GE0823'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF THE HIGHWAY,
 GE0823'3 FEET WEST OF A FENCE, 2 FEET SOUTHEAST OF A 4 IN X 4 IN
 GE0823'WHITE WITNESS POST AND 1 FOOT NORTH OF A TELEPHONE POLE.
 GE0823'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED ALTO 1956.
 GE0823'
 GE0823'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE0823
 GE0823                          STATION RECOVERY (1981)
 GE0823
 GE0823'RECOVERY NOTE BY US ENGINEERS 1981
 GE0823'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 GE0823'DESCRIBED.  NO SEARCH WAS PERFORMED TO LOCATE.  THE AZIMUTH MARK.
 GE0823'ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0812 ***********************************************************************
 GE0812  DESIGNATION -  ALTON
 GE0812  PID         -  GE0812
 GE0812  STATE/COUNTY-  MO/OREGON
 GE0812  USGS QUAD   -  MANY SPRINGS (1997)
 GE0812
 GE0812                         *CURRENT SURVEY CONTROL
 GE0812  ___________________________________________________________________
 GE0812* NAD 83(1997)-  36 42 53.27179(N)    091 19 23.12592(W)     ADJUSTED  
 GE0812* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 GE0812  ___________________________________________________________________
 GE0812  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 GE0812  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GE0812
 GE0812  HORZ ORDER  -  FIRST
 GE0812
 GE0812.The horizontal coordinates were established by classical geodetic methods
 GE0812.and adjusted by the National Geodetic Survey in February 2000..
 GE0812
 GE0812.The orthometric height was scaled from a topographic map.
 GE0812
 GE0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0812
 GE0812.The geoid height was determined by GEOID03.
 GE0812
 GE0812;                    North         East     Units Scale Factor Converg.
 GE0812;SPC MO E     -    98,120.151   176,466.783   MT  0.99999992   -0 29 31.5
 GE0812;UTM  15      - 4,064,545.170   649,766.377   MT  0.99987634   +1 00 09.7
 GE0812
 GE0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0812!SPC MO E     -   0.99995779  x   0.99999992  =   0.99995771
 GE0812!UTM  15      -   0.99995779  x   0.99987634  =   0.99983414
 GE0812
 GE0812:                Primary Azimuth Mark                     Grid Az
 GE0812:SPC MO E     -  ALTON AZ MK                              097 01 41.1
 GE0812:UTM  15      -  ALTON AZ MK                              095 31 59.9
 GE0812
 GE0812|---------------------------------------------------------------------|
 GE0812| PID    Reference Object                     Distance      Geod. Az  |
 GE0812|                                                           dddmmss.s |
 GE0812| CI0050 ALTON AZ MK                                        0963209.6 |
 GE0812| GE0814 BRASWELL LOOKOUT TOWER              APPROX. 1.1 KM 1000711.9 |
 GE0812| CI0052 ALTON RM 1                           30.639 METERS 17846     |
 GE0812| GE0822 ALTON MUNICIPAL TANK                APPROX. 7.9 KM 2532541.5 |
 GE0812| CI0051 ALTON AZ MK RESET                                  2541700.6 |
 GE0812| CI0053 ALTON RM 2                           32.428 METERS 27927     |
 GE0812|---------------------------------------------------------------------|
 GE0812
 GE0812                          SUPERSEDED SURVEY CONTROL
 GE0812
 GE0812  NAD 83(1997)-  36 42 53.27734(N)    091 19 23.12529(W) AD(       ) 1
 GE0812  NAD 83(1986)-  36 42 53.28116(N)    091 19 23.12477(W) AD(       ) 1
 GE0812  NAD 27      -  36 42 53.07400(N)    091 19 22.63800(W) AD(       ) 1
 GE0812
 GE0812.Superseded values are not recommended for survey control.
 GE0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0812.See file dsdata.txt to determine how the superseded data were derived.
 GE0812
 GE0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4976664545(NAD 83)
 GE0812_MARKER: DS = TRIANGULATION STATION DISK
 GE0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0812
 GE0812  HISTORY     - Date     Condition        Report By
 GE0812  HISTORY     - 1928     MONUMENTED       CGS
 GE0812  HISTORY     - 1956     GOOD             CGS
 GE0812
 GE0812                          STATION DESCRIPTION
 GE0812
 GE0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GE0812'ABOUT 4-3/4 MILES NORTH OF EAST OF THE TOWN OF ALTON, ON
 GE0812'LAND SAID TO BELONG TO THE LOGAN HEIRS, WHO LIVE IN THE
 GE0812'VICINITY.  STATION IS ON HIGHEST POINT OF TIMBERED RIDGE,
 GE0812'100 METERS (328 FEET) NORTH OF THE ALTON AND BRASWELL ROAD,
 GE0812'18.5 METERS (61 FEET) WEST OF NORTH-AND-SOUTH ROAD, 20 METERS
 GE0812'(66 FEET) WEST OF FENCE ON WEST SIDE OF CLEARED FIELD, 6.5
 GE0812'METERS (21 FEET) EAST OF 8-INCH BLAZED OAK, 13 METERS (43
 GE0812'FEET) WEST-SOUTHWEST OF 16-INCH BLAZED OAK, AND 10.5 METERS
 GE0812'(34 FEET) WEST-NORTHWEST OF 10-INCH BLAZED OAK.  TO REACH
 GE0812'FROM ALTON, GO ONE SQUARE EAST FROM SOUTHEAST CORNER OF
 GE0812'COURT HOUSE, TURN NORTH ONE SQUARE, TURN RIGHT AND FOLLOW
 GE0812'MAIN TRAVELED ROAD 4.5 MILES TO FORKS, TAKE RIGHT FORK
 GE0812'STRAIGHT AHEAD 150 YARDS TO DIM ROAD ON LEFT, TURN LEFT AND
 GE0812'FOLLOW TO STATION.  SURFACE AND UNDERGROUND MARKS ARE
 GE0812'STANDARD STATION DISKS IN CONCRETE.
 GE0812'UPPER MARK PROJECTS 4 INCHES.  LOWER MARK IS 5 FEET BELOW
 GE0812'SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 GE0812'IN CONCRETE.  NO. 1 IS 3.5 METERS (12 FEET)
 GE0812'SOUTH OF LANE ROAD, AND 30.63 METERS (100.5 FEET) FROM
 GE0812'STATION.  NO. 2 IS 6.25 METERS
 GE0812'(20.5 FEET) SOUTHWEST OF 16-INCH BLAZED OAK, AND 32.46
 GE0812'METERS (106.5 FEET) FROM STATION.
 GE0812'AZIMUTH MARK IS STANDARD REFERENCE DISK,
 GE0812'IN CLEARED FIELD ABOUT 150 FEET WEST OF OLD BARN,
 GE0812'AND ABOUT 0.35 MILE FROM STATION.
 GE0812
 GE0812                          STATION RECOVERY (1956)
 GE0812
 GE0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0812'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 GE0812'WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE IN DISTANCE
 GE0812'WAS NOTED TO THE REFERENCE MARKS.  A NEW AZIMUTH MARK WAS
 GE0812'ESTABLISHED.  THE ORIGINAL AZIMUTH MARK HAD BEEN DESTROYED.
 GE0812'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GE0812'
 GE0812'THE STATION IS 4-1/2 MILES EAST-NORTHEAST OF ALTON, 1/2
 GE0812'MILE WEST OF THE BRASWELL LOOKOUT TOWER, ON A TIMBERED RIDGE,
 GE0812'ALONG THE NORTH SIDE OF COUNTY ROAD AA, IN SECTION 30, T 24 N,
 GE0812'R 3 W, AND ON GOVERNMENT OWNED LAND.
 GE0812'
 GE0812'REACHED FROM THE COURTHOUSE IN ALTON, GO NORTH ON STATE
 GE0812'HIGHWAY 19 FOR 1.55 MILES TO COUNTY ROAD AA ON THE RIGHT, TURN
 GE0812'RIGHT AND GO EASTERLY ON COUNTY ROAD AA FOR 3.4 MILES TO
 GE0812'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY FOR 0.3
 GE0812'MILE TO THE STATION ON THE LEFT.
 GE0812'
 GE0812'STATION MARKS ARE STANDARD DISKS, STAMPED ALTON 1928.  THE
 GE0812'SURFACE MARK IS SET IN A 14-INCH SQUARE CONCRETE POST WHICH
 GE0812'PROJECTS 2 INCHES.  IT IS ABOUT 100 YARDS EAST OF A WOODS
 GE0812'ROAD LEADING NORTH, AND 144 FEET NORTH OF THE CENTER OF THE
 GE0812'COUNTY ROAD.  A WHITE WITNESS POST WAS SET 3 FEET NORTHWEST
 GE0812'OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 GE0812'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 GE0812'
 GE0812'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALTON NO 1 1928,
 GE0812'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST WHICH PROJECTS
 GE0812'4 INCHES.  IT IS 51 FEET NORTH OF THE CENTER OF THE COUNTY ROAD.
 GE0812'
 GE0812'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF A
 GE0812'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES AND THE DISK IS
 GE0812'STAMPED ALTON NO 2 1928.  IT IS 106 FEET WEST OF THE WITNESS
 GE0812'POST.
 GE0812'
 GE0812'THE AZIMUTH MARK IS A STANDARD DISK SET IN A ROUND CONCRETE
 GE0812'POST THAT IS FLUSH WITH THE GROUND.  IT IS 26 FEET SOUTH OF THE
 GE0812'CENTER OF THE COUNTY ROAD, 5 FEET EAST OF A TELEPHONE POLE
 GE0812'AND 4 FEET EAST OF A 4 IN X 4 IN WHITE WITNESS POST.  THE
 GE0812'DISK IS STAMPED ALTON 1928 RESET 1956.
 GE0812'
 GE0812'HEIGHT OF LIGHT ABOVE THE STATION MARK- 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0824 ***********************************************************************
 GE0824  DESIGNATION -  ALTON CO POL RAD STA KAI 668
 GE0824  PID         -  GE0824
 GE0824  STATE/COUNTY-  MO/OREGON
 GE0824  USGS QUAD   -  ALTON (1983)
 GE0824
 GE0824                         *CURRENT SURVEY CONTROL
 GE0824  ___________________________________________________________________
 GE0824* NAD 83(1997)-  36 41 39.84215(N)    091 23 53.25349(W)     ADJUSTED  
 GE0824* NAVD 88     -                                                        
 GE0824  ___________________________________________________________________
 GE0824  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 GE0824  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GE0824
 GE0824  HORZ ORDER  -  THIRD
 GE0824
 GE0824.The horizontal coordinates were established by classical geodetic methods
 GE0824.and adjusted by the National Geodetic Survey in February 2000..
 GE0824
 GE0824
 GE0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0824
 GE0824.The geoid height was determined by GEOID03.
 GE0824
 GE0824;                    North         East     Units Scale Factor Converg.
 GE0824;SPC MO E     -    95,916.912   169,741.912   MT  1.00001266   -0 32 12.1
 GE0824;UTM  15      - 4,062,167.635   643,102.199   MT  0.99985229   +0 57 26.5
 GE0824
 GE0824                          SUPERSEDED SURVEY CONTROL
 GE0824
 GE0824  NAD 83(1997)-  36 41 39.84728(N)    091 23 53.25437(W) AD(       ) 4
 GE0824  NAD 83(1986)-  36 41 39.85170(N)    091 23 53.25254(W) AD(       ) 4
 GE0824  NAD 27      -  36 41 39.64100(N)    091 23 52.75900(W) AD(       ) 3
 GE0824
 GE0824.Superseded values are not recommended for survey control.
 GE0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0824.See file dsdata.txt to determine how the superseded data were derived.
 GE0824
 GE0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4310262168(NAD 83)
 GE0824_MARKER: 42 = RADIO/TV MAST
 GE0824
 GE0824  HISTORY     - Date     Condition        Report By
 GE0824  HISTORY     - 1956     FIRST OBSERVED   CGS
 GE0824
 GE0824                          STATION DESCRIPTION
 GE0824
 GE0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0824'THE STATION IS LOCATED IN THE TOWN OF ALTON.  IT IS MOUNTED
 GE0824'ON THE ROOF OF THE COURTHOUSE.  THE MAST IS ABOUT 120 FEET
 GE0824'HIGH AND THE POINT OBSERVED ON WAS THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0822 ***********************************************************************
 GE0822  DESIGNATION -  ALTON MUNICIPAL TANK
 GE0822  PID         -  GE0822
 GE0822  STATE/COUNTY-  MO/OREGON
 GE0822  USGS QUAD   -  ALTON (1983)
 GE0822
 GE0822                         *CURRENT SURVEY CONTROL
 GE0822  ___________________________________________________________________
 GE0822* NAD 83(1997)-  36 41 40.14814(N)    091 24 27.81244(W)     ADJUSTED  
 GE0822* NAVD 88     -                                                        
 GE0822  ___________________________________________________________________
 GE0822  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 GE0822  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GE0822
 GE0822  HORZ ORDER  -  THIRD
 GE0822
 GE0822.The horizontal coordinates were established by classical geodetic methods
 GE0822.and adjusted by the National Geodetic Survey in February 2000..
 GE0822
 GE0822
 GE0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0822
 GE0822.The geoid height was determined by GEOID03.
 GE0822
 GE0822;                    North         East     Units Scale Factor Converg.
 GE0822;SPC MO E     -    95,934.423   168,884.135   MT  1.00001437   -0 32 32.8
 GE0822;UTM  15      - 4,062,162.776   642,244.396   MT  0.99984928   +0 57 05.8
 GE0822
 GE0822                          SUPERSEDED SURVEY CONTROL
 GE0822
 GE0822  NAD 83(1997)-  36 41 40.15334(N)    091 24 27.81358(W) AD(       ) 4
 GE0822  NAD 83(1986)-  36 41 40.15773(N)    091 24 27.81157(W) AD(       ) 4
 GE0822  NAD 27      -  36 41 39.94800(N)    091 24 27.31700(W) AD(       ) 3
 GE0822
 GE0822.Superseded values are not recommended for survey control.
 GE0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0822.See file dsdata.txt to determine how the superseded data were derived.
 GE0822
 GE0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4224462163(NAD 83)
 GE0822_MARKER: 53 = ELEVATED TANK
 GE0822
 GE0822  HISTORY     - Date     Condition        Report By
 GE0822  HISTORY     - 1956     FIRST OBSERVED   CGS
 GE0822
 GE0822                          STATION DESCRIPTION
 GE0822
 GE0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0822'THE STATION IS LOCATED IN THE TOWN OF ALTON.  IT IS AN ELEVATED
 GE0822'TANK ABOUT 60 FEET HIGH AND THE POINT OBSERVED ON WAS THE
 GE0822'APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1891 ***********************************************************************
 JE1891  DESIGNATION -  ALTONA
 JE1891  PID         -  JE1891
 JE1891  STATE/COUNTY-  MO/BATES
 JE1891  USGS QUAD   -  DAYTON (1961)
 JE1891
 JE1891                         *CURRENT SURVEY CONTROL
 JE1891  ___________________________________________________________________
 JE1891* NAD 83(1997)-  38 23 31.49181(N)    094 14 05.69658(W)     ADJUSTED  
 JE1891* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 JE1891  ___________________________________________________________________
 JE1891  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 JE1891  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE1891
 JE1891  HORZ ORDER  -  SECOND
 JE1891
 JE1891.The horizontal coordinates were established by classical geodetic methods
 JE1891.and adjusted by the National Geodetic Survey in February 2000..
 JE1891
 JE1891.The orthometric height was scaled from a topographic map.
 JE1891
 JE1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1891
 JE1891.The geoid height was determined by GEOID03.
 JE1891
 JE1891;                    North         East     Units Scale Factor Converg.
 JE1891;SPC MO W     -   247,001.737   873,157.154   MT  0.99994778   +0 09 52.7
 JE1891;UTM  15      - 4,250,040.521   392,155.568   MT  0.99974323   -0 46 01.2
 JE1891
 JE1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1891!SPC MO W     -   0.99996173  x   0.99994778  =   0.99990952
 JE1891!UTM  15      -   0.99996173  x   0.99974323  =   0.99970497
 JE1891
 JE1891|---------------------------------------------------------------------|
 JE1891| PID    Reference Object                     Distance      Geod. Az  |
 JE1891|                                                           dddmmss.s |
 JE1891| CN5534 ALTONA RM 1                          23.515 METERS 08109     |
 JE1891| JE1905 ADRIAN MUNICIPAL TANK               APPROX.10.2 KM 2734737.7 |
 JE1891| CN5533 ALTONA AZ MK                                       2740714.0 |
 JE1891| JE1892 TT 47 B                              33.214 METERS 33925     |
 JE1891|---------------------------------------------------------------------|
 JE1891
 JE1891                          SUPERSEDED SURVEY CONTROL
 JE1891
 JE1891  NAD 83(1997)-  38 23 31.49201(N)    094 14 05.69655(W) AD(       ) 2
 JE1891  NAD 83(1986)-  38 23 31.50010(N)    094 14 05.69451(W) AD(       ) 2
 JE1891  NAD 27      -  38 23 31.44100(N)    094 14 04.87900(W) AD(       ) 2
 JE1891
 JE1891.Superseded values are not recommended for survey control.
 JE1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1891.See file dsdata.txt to determine how the superseded data were derived.
 JE1891
 JE1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9215650041(NAD 83)
 JE1891_MARKER: DS = TRIANGULATION STATION DISK
 JE1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1891+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2006
 JE1891
 JE1891  HISTORY     - Date     Condition        Report By
 JE1891  HISTORY     - 1948     MONUMENTED       CGS
 JE1891  HISTORY     - 1961     GOOD             LOCENG
 JE1891  HISTORY     - 1965     GOOD             CGS
 JE1891  HISTORY     - 20060804 GOOD             INDIV
 JE1891
 JE1891                          STATION DESCRIPTION
 JE1891
 JE1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1891'STATION IS LOCATED 6 MILES EAST OF ADRIAN AT THE JUNCTION OF
 JE1891'STATE HIGHWAY 18 AND COUNTY ROUTE Z.  IT IS ON STATE HIGHWAY
 JE1891'PROPERTY, 51 FEET EAST OF THE CENTER OF THE T-INTERSECTION AND
 JE1891'77 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED ALTONA
 JE1891'1948 AND PROJECTS 4 INCHES.
 JE1891'
 JE1891'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE.
 JE1891'IT IS STAMPED ALTONA NO 1 1948 AND PROJECTS 4 INCHES.
 JE1891'
 JE1891'REFERENCE MARK NO. 2 IS 4 FEET NORTHWEST OF A FENCE CORNER AND
 JE1891'30 FEET WEST OF THE CENTER OF COUNTY ROUTE Z.  IT IS A U.S.G.S.
 JE1891'BENCH MARK STAMPED TT 47 B 1933.  THE DISK IS SET IN A 6-INCH
 JE1891'SQUARE CONCRETE BLOCK AND PROJECTS 10 INCHES.
 JE1891'
 JE1891'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 28.5 FEET NORTH OF THE
 JE1891'CENTER OF STATE HIGHWAY 18, 0.05 MILE EAST OF A DRIVEWAY NORTH,
 JE1891'1 FOOT SOUTH OF THE EAST-WEST FENCE LINE AND 1.5 FEET EAST OF
 JE1891'A WITNESS POST.  IT IS STAMPED ALTONA 1948 AND PROJECTS 4 INCHES.
 JE1891'
 JE1891'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY
 JE1891'18 AT THE EAST EDGE OF ADRIAN, GO EAST ON STATE HIGHWAY 18 FOR
 JE1891'5.65 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR
 JE1891'0.35 MILE TO WHERE STATE HIGHWAY 18 TURNS RIGHT AND COUNTY
 JE1891'ROUTE Z GOES NORTH.  THE STATION IS JUST EAST OF THE
 JE1891'Y-INTERSECTION AS DESCRIBED.
 JE1891'
 JE1891'A 47 FOOT SIGNAL AT N. HILL IS VISIBLE FROM THE GROUND.
 JE1891'
 JE1891'A 74 FOOT SIGNAL AT ECTON 1934 IS VISIBLE FROM THE GROUND.
 JE1891'
 JE1891'A 74 FOOT SIGNAL AT CRESCENT IS VISIBLE FROM THE GROUND.
 JE1891
 JE1891                          STATION RECOVERY (1961)
 JE1891
 JE1891'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JE1891'RECOVERED BY AERIAL CONTROL GEO.
 JE1891'
 JE1891'ALL MARKS FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 JE1891
 JE1891                          STATION RECOVERY (1965)
 JE1891
 JE1891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JE1891'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JE1891'
 JE1891'THE 1948 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1891'
 JE1891'NOTE- A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION
 JE1891'MARK.
 JE1891'
 JE1891'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JE1891
 JE1891                          STATION RECOVERY (2006)
 JE1891
 JE1891'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE1891'FOUND STATION MARK IN GOOD CONDITION AND FLUSH WITH THE GROUND.
 JE1891' 
 JE1891'FOUND REFERENCE MARK 1 IN GOOD CONDITION.
 JE1891' 
 JE1891'FOUND REFERENCE MARK 2 IN GOOD CONDITION.  ITS CONCRETE POST NOW
 JE1891'PROJECTS 1.5 FEET ABOVE GROUND AND IS TIPPED ABOUT 15 DEGREES TO THE
 JE1891'SOUTH.
 JE1891' 
 JE1891'FOUND THE AZIMUTH MARKER IN GOOD CONDITION.  ITS CONCRETE POST IS
 JE1891'CHIPPED BADLY ON THE SOUTHEAST UPPER CORNER.  THE CONCRETE POST IS
 JE1891'ALSO NOW TIPPED ABOUT 30 DEGREES TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0537 ***********************************************************************
 GG0537  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 45
 GG0537  PID         -  GG0537
 GG0537  STATE/COUNTY-  MO/LAWRENCE
 GG0537  USGS QUAD   -  PIERCE CITY (1972)
 GG0537
 GG0537                         *CURRENT SURVEY CONTROL
 GG0537  ___________________________________________________________________
 GG0537* NAD 83(1997)-  36 57 00.35394(N)    094 01 00.50703(W)     ADJUSTED  
 GG0537* NAVD 88     -                                                        
 GG0537  ___________________________________________________________________
 GG0537  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 GG0537  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GG0537
 GG0537  HORZ ORDER  -  THIRD
 GG0537
 GG0537.The horizontal coordinates were established by classical geodetic methods
 GG0537.and adjusted by the National Geodetic Survey in February 2000..
 GG0537
 GG0537
 GG0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0537
 GG0537.The geoid height was determined by GEOID03.
 GG0537
 GG0537;                    North         East     Units Scale Factor Converg.
 GG0537;SPC MO W     -    87,040.902   893,035.473   MT  0.99996398   +0 17 25.7
 GG0537;UTM  15      - 4,089,819.557   409,468.048   MT  0.99970097   -0 36 40.6
 GG0537
 GG0537                          SUPERSEDED SURVEY CONTROL
 GG0537
 GG0537  NAD 83(1997)-  36 57 00.35415(N)    094 01 00.50638(W) AD(       ) 4
 GG0537  NAD 83(1997)-  36 57 00.35364(N)    094 01 00.51086(W) AD(       ) 4
 GG0537  NAD 83(1997)-  36 57 00.35946(N)    094 01 00.53089(W) AD(       ) 4
 GG0537  NAD 83(1986)-  36 57 00.36498(N)    094 01 00.50799(W) AD(       ) 4
 GG0537  NAD 27      -  36 57 00.12000(N)    094 00 59.72000(W) AD(       ) 3
 GG0537
 GG0537.Superseded values are not recommended for survey control.
 GG0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0537.See file dsdata.txt to determine how the superseded data were derived.
 GG0537
 GG0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0946889820(NAD 83)
 GG0537_MARKER: 22 = AIRWAY BEACON
 GG0537
 GG0537  HISTORY     - Date     Condition        Report By
 GG0537  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0537
 GG0537                          STATION DESCRIPTION
 GG0537
 GG0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0537'THIS INTERSECTION STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT
 GG0537'OF AIRWAY BEACON NO. 45 ON THE AMARILLO-SAINT LOUIS AIRWAY.
 GG0537'THE LIGHT IS MOUNTED ON A 50-FOOT SQUARE SKELETON STEEL
 GG0537'TOWER.  TWO RED COURSE LIGHTS POINTING ABOUT NE AND SW FLASH R,
 GG0537'DOT DASH DOT.
 GG0537'
 GG0537'THE BEACON IS NEAR STATE HIGHWAY 37 IN THE N EDGE OF PIERCE
 GG0537'CITY.  THE BEACON WAS INSTALLED IN 1935.
 GG0537'
 GG0537'THE STATION WAS NOT VISITED FOR A COMPLETE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0571 ***********************************************************************
 GG0571  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 44
 GG0571  PID         -  GG0571
 GG0571  STATE/COUNTY-  MO/NEWTON
 GG0571  USGS QUAD   -  NEOSHO EAST (1981)
 GG0571
 GG0571                         *CURRENT SURVEY CONTROL
 GG0571  ___________________________________________________________________
 GG0571* NAD 83(1997)-  36 51 06.84723(N)    094 15 54.02852(W)     ADJUSTED  
 GG0571* NAVD 88     -                                                        
 GG0571  ___________________________________________________________________
 GG0571  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 GG0571  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GG0571
 GG0571  HORZ ORDER  -  THIRD
 GG0571
 GG0571.The horizontal coordinates were established by classical geodetic methods
 GG0571.and adjusted by the National Geodetic Survey in February 2000..
 GG0571
 GG0571
 GG0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0571
 GG0571.The geoid height was determined by GEOID03.
 GG0571
 GG0571;                    North         East     Units Scale Factor Converg.
 GG0571;SPC MO W     -    76,060.821   870,956.319   MT  0.99994658   +0 08 27.4
 GG0571;UTM  15      - 4,079,190.320   387,224.056   MT  0.99975668   -0 45 31.6
 GG0571
 GG0571                          SUPERSEDED SURVEY CONTROL
 GG0571
 GG0571  NAD 83(1997)-  36 51 06.84731(N)    094 15 54.02847(W) AD(       ) 4
 GG0571  NAD 83(1997)-  36 51 06.84771(N)    094 15 54.02921(W) AD(       ) 4
 GG0571  NAD 83(1997)-  36 51 06.85696(N)    094 15 54.03490(W) AD(       ) 4
 GG0571  NAD 83(1986)-  36 51 06.86105(N)    094 15 54.02871(W) AD(       ) 4
 GG0571  NAD 27      -  36 51 06.61300(N)    094 15 53.25300(W) AD(       ) 3
 GG0571
 GG0571.Superseded values are not recommended for survey control.
 GG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0571.See file dsdata.txt to determine how the superseded data were derived.
 GG0571
 GG0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8722479190(NAD 83)
 GG0571_MARKER: 22 = AIRWAY BEACON
 GG0571
 GG0571  HISTORY     - Date     Condition        Report By
 GG0571  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0571
 GG0571                          STATION DESCRIPTION
 GG0571
 GG0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0571'STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT OF AIRWAY
 GG0571'BEACON NO. 44 ON THE AMARILLO-ST. LOUIS AIRWAY.  THE LIGHT
 GG0571'IS MOUNTED ON A 50-FOOT SQUARE SKELETON STEEL TOWER WHICH IS
 GG0571'PAINTED ALTERNATELY YELLOW AND WHITE.  TWO RED COURSE LIGHTS
 GG0571'POINTING APPROXIMATELY NE AND SW FLASH H, DOT DOT DOT DOT.
 GG0571'IT IS AN INTERSECTION STATION.
 GG0571'
 GG0571'THE BEACON IS ABOUT 6 MILES ESE OF NEOSHO, AND ABOUT 4-1/2
 GG0571'MILES S OF GRANBY, IN THE SW 1/4 SEC. 30, T 25 N, R 31 W,
 GG0571'0.2 MILE N OF THE SW CORNER OF SEC. 30, ABOUT 1.85 MILES S OF
 GG0571'THE JUNCTION OF STATE HIGHWAY 97 AND COUNTY HIGHWAY H, ABOUT 40
 GG0571'40 FEET E OF THE CENTER LINE OF COUNTY HIGHWAY H.  THE BEACON WAS
 GG0571'INSTALLED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0582 ***********************************************************************
 GG0582  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 43A
 GG0582  PID         -  GG0582
 GG0582  STATE/COUNTY-  MO/NEWTON
 GG0582  USGS QUAD   -  NEOSHO WEST (1972)
 GG0582
 GG0582                         *CURRENT SURVEY CONTROL
 GG0582  ___________________________________________________________________
 GG0582* NAD 83(1997)-  36 47 03.55115(N)    094 27 01.64316(W)     ADJUSTED  
 GG0582* NAVD 88     -                                                        
 GG0582  ___________________________________________________________________
 GG0582  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 GG0582  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GG0582
 GG0582  HORZ ORDER  -  THIRD
 GG0582
 GG0582.The horizontal coordinates were established by classical geodetic methods
 GG0582.and adjusted by the National Geodetic Survey in February 2000..
 GG0582
 GG0582
 GG0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0582
 GG0582.The geoid height was determined by GEOID03.
 GG0582
 GG0582;                    North         East     Units Scale Factor Converg.
 GG0582;SPC MO W     -    68,536.745   854,422.120   MT  0.99994142   +0 01 46.8
 GG0582;UTM  15      - 4,071,927.774   370,576.545   MT  0.99980636   -0 52 07.2
 GG0582
 GG0582                          SUPERSEDED SURVEY CONTROL
 GG0582
 GG0582  NAD 83(1997)-  36 47 03.55129(N)    094 27 01.64318(W) AD(       ) 4
 GG0582  NAD 83(1997)-  36 47 03.55173(N)    094 27 01.64339(W) AD(       ) 4
 GG0582  NAD 83(1997)-  36 47 03.56177(N)    094 27 01.64535(W) AD(       ) 4
 GG0582  NAD 83(1986)-  36 47 03.56706(N)    094 27 01.64365(W) AD(       ) 4
 GG0582  NAD 27      -  36 47 03.32100(N)    094 27 00.85900(W) AD(       ) 3
 GG0582
 GG0582.Superseded values are not recommended for survey control.
 GG0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0582.See file dsdata.txt to determine how the superseded data were derived.
 GG0582
 GG0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7057771928(NAD 83)
 GG0582_MARKER: 22 = AIRWAY BEACON
 GG0582
 GG0582  HISTORY     - Date     Condition        Report By
 GG0582  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0582  HISTORY     - 1961     MARK NOT FOUND   CGS
 GG0582
 GG0582                          STATION DESCRIPTION
 GG0582
 GG0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0582'THIS INTERSECTION STATION IS THE CENTER OF THE REVOLVING
 GG0582'WHITE LIGHT OF AIRWAY BEACON NO. 43 A ON THE AMARILLO-ST. LOUIS
 GG0582'AIRWAY.  THE LIGHT IS MOUNTED ON A 50-FOOT SQUARE SKELETON
 GG0582'STEEL TOWER WHICH IS PAINTED ALTERNATELY YELLOW AND WHITE.
 GG0582'TWO RED COURSE LIGHTS POINTING APPROXIMATELY NE AND SW FLASH V,
 GG0582'DOT DOT DOT DASH.  THE BEACON IS ABOUT 7-1/2 MILES SW OF NEOSHO,
 GG0582'3 MILES W AND ABOUT 1/2 MILE S OF MC ELHANEY, ABOUT 300 FEET
 GG0582'NNE AND ACROSS ROAD FROM EDGEWOOD SCHOOL, IN THE SW 1/4
 GG0582'OF THE NW 1/4 OF SEC. 25, T 24 N, R 33 W, ABOUT 0.1 MILE
 GG0582'N OF 1/2 SECTION T-ROAD E, AND ABOUT 50 FEET E OF THE
 GG0582'SECTION LINE ROAD.
 GG0582'
 GG0582'THE BEACON WAS INSTALLED IN 1935.
 GG0582
 GG0582                          STATION RECOVERY (1961)
 GG0582
 GG0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0582'THE STATION WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0586 ***********************************************************************
 GG0586  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 43B
 GG0586  PID         -  GG0586
 GG0586  STATE/COUNTY-  MO/NEWTON
 GG0586  USGS QUAD   -  NEOSHO WEST (1972)
 GG0586
 GG0586                         *CURRENT SURVEY CONTROL
 GG0586  ___________________________________________________________________
 GG0586* NAD 83(1997)-  36 51 03.06194(N)    094 23 59.49234(W)     ADJUSTED  
 GG0586* NAVD 88     -                                                        
 GG0586  ___________________________________________________________________
 GG0586  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 GG0586  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GG0586
 GG0586  HORZ ORDER  -  THIRD
 GG0586
 GG0586.The horizontal coordinates were established by classical geodetic methods
 GG0586.and adjusted by the National Geodetic Survey in February 2000..
 GG0586
 GG0586
 GG0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0586
 GG0586.The geoid height was determined by GEOID03.
 GG0586
 GG0586;                    North         East     Units Scale Factor Converg.
 GG0586;SPC MO W     -    75,923.047   858,930.575   MT  0.99994216   +0 03 36.2
 GG0586;UTM  15      - 4,079,241.385   375,199.678   MT  0.99979188   -0 50 22.7
 GG0586
 GG0586                          SUPERSEDED SURVEY CONTROL
 GG0586
 GG0586  NAD 83(1997)-  36 51 03.06204(N)    094 23 59.49227(W) AD(       ) 4
 GG0586  NAD 83(1997)-  36 51 03.06229(N)    094 23 59.49253(W) AD(       ) 4
 GG0586  NAD 83(1997)-  36 51 03.07090(N)    094 23 59.49559(W) AD(       ) 4
 GG0586  NAD 83(1986)-  36 51 03.07669(N)    094 23 59.49187(W) AD(       ) 4
 GG0586  NAD 27      -  36 51 02.83600(N)    094 23 58.70800(W) AD(       ) 3
 GG0586
 GG0586.Superseded values are not recommended for survey control.
 GG0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0586.See file dsdata.txt to determine how the superseded data were derived.
 GG0586
 GG0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7520079241(NAD 83)
 GG0586_MARKER: 22 = AIRWAY BEACON
 GG0586
 GG0586  HISTORY     - Date     Condition        Report By
 GG0586  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0586  HISTORY     - 1955     GOOD             CGS
 GG0586
 GG0586                          STATION DESCRIPTION
 GG0586
 GG0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0586'THIS INTERSECTION STATION IS THE CENTER OF THE REVOLVING
 GG0586'GREEN LIGHT OF AIRWAY BEACON NO. 43 B OF THE AMARILLO-ST. LOUIS
 GG0586'AIRWAY.  THE LIGHT IS MOUNTED ON A 50-FOOT SQUARE STEEL TOWER.
 GG0586'THERE ARE NO COURSE LIGHTS.
 GG0586'
 GG0586'THE BEACON IS ABOUT 2 MILES SW OF NEOSHO, IN THE NW 1/4 OF
 GG0586'THE NE 1/4 OF SEC. 35, T 25 N, R 32 W, NEAR THE NE CORNER
 GG0586'OF A DEPARTMENT OF COMMERCE EMERGENCY LANDING FIELD, ABOUT
 GG0586'0.9 MILE W OF THE JUNCTION OF U.S. HIGHWAYS 60 AND 71, AND
 GG0586'ABOUT 75 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 60.  THE
 GG0586'BEACON WAS INSTALLED IN 1935.
 GG0586
 GG0586                          STATION RECOVERY (1955)
 GG0586
 GG0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 GG0586'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED WITH THE
 GG0586'FOLLOWING EXCEPTION, THE BEACON LIGHT HAS BEEN CHANGED TO A
 GG0586'STANDARD AIRWAY BEACON LIGHT.  IT WAS REPLACED ON THE SAME SHAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1176 ***********************************************************************
 HD1176  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 53
 HD1176  PID         -  HD1176
 HD1176  STATE/COUNTY-  MO/WEBSTER
 HD1176  USGS QUAD   -  NIANGUA (1982)
 HD1176
 HD1176                         *CURRENT SURVEY CONTROL
 HD1176  ___________________________________________________________________
 HD1176* NAD 83(1997)-  37 27 55.65050(N)    092 50 08.89996(W)     ADJUSTED  
 HD1176* NAVD 88     -                                                        
 HD1176  ___________________________________________________________________
 HD1176  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 HD1176  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HD1176
 HD1176  HORZ ORDER  -  THIRD
 HD1176
 HD1176.The horizontal coordinates were established by classical geodetic methods
 HD1176.and adjusted by the National Geodetic Survey in February 2000..
 HD1176
 HD1176
 HD1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1176
 HD1176.The geoid height was determined by GEOID03.
 HD1176
 HD1176;                    North         East     Units Scale Factor Converg.
 HD1176;SPC MO C     -   181,159.608   470,294.509   MT  0.99994420   -0 12 15.4
 HD1176;UTM  15      - 4,146,521.880   514,519.848   MT  0.99960260   +0 05 59.6
 HD1176
 HD1176                          SUPERSEDED SURVEY CONTROL
 HD1176
 HD1176  NAD 83(1986)-  37 27 55.66081(N)    092 50 08.90028(W) AD(       ) 4
 HD1176  NAD 27      -  37 27 55.49700(N)    092 50 08.26700(W) AD(       ) 3
 HD1176
 HD1176.Superseded values are not recommended for survey control.
 HD1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1176.See file dsdata.txt to determine how the superseded data were derived.
 HD1176
 HD1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB1452046522(NAD 83)
 HD1176_MARKER: 22 = AIRWAY BEACON
 HD1176
 HD1176  HISTORY     - Date     Condition        Report By
 HD1176  HISTORY     - 1939     FIRST OBSERVED   CGS
 HD1176
 HD1176                          STATION DESCRIPTION
 HD1176
 HD1176'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1557 ***********************************************************************
 KE1557  DESIGNATION -  AMBER AIRWAY 4 BEACON 5
 KE1557  PID         -  KE1557
 KE1557  STATE/COUNTY-  MO/ANDREW
 KE1557  USGS QUAD   -  AMAZONIA (1972)
 KE1557
 KE1557                         *CURRENT SURVEY CONTROL
 KE1557  ___________________________________________________________________
 KE1557* NAD 83(1997)-  39 55 06.37191(N)    094 57 58.35655(W)     ADJUSTED  
 KE1557* NAVD 88     -                                                        
 KE1557  ___________________________________________________________________
 KE1557  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 KE1557  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KE1557
 KE1557  HORZ ORDER  -  THIRD
 KE1557
 KE1557.The horizontal coordinates were established by classical geodetic methods
 KE1557.and adjusted by the National Geodetic Survey in February 2000..
 KE1557
 KE1557
 KE1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1557
 KE1557.The geoid height was determined by GEOID03.
 KE1557
 KE1557;                    North         East     Units Scale Factor Converg.
 KE1557;SPC MO W     -   416,516.201   810,143.456   MT  0.99996073   -0 17 57.0
 KE1557;UTM  15      - 4,420,555.156   331,959.482   MT  0.99994764   -1 15 43.2
 KE1557
 KE1557                          SUPERSEDED SURVEY CONTROL
 KE1557
 KE1557  NAD 83(1997)-  39 55 06.37180(N)    094 57 58.35658(W) AD(       ) 4
 KE1557  NAD 83(1997)-  39 55 06.37140(N)    094 57 58.35680(W) AD(       ) 4
 KE1557  NAD 83(1986)-  39 55 06.37251(N)    094 57 58.35374(W) AD(       ) 4
 KE1557  NAD 27      -  39 55 06.39100(N)    094 57 57.44500(W) AD(       ) 3
 KE1557
 KE1557.Superseded values are not recommended for survey control.
 KE1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1557.See file dsdata.txt to determine how the superseded data were derived.
 KE1557
 KE1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE3195920555(NAD 83)
 KE1557_MARKER: 22 = AIRWAY BEACON
 KE1557
 KE1557  HISTORY     - Date     Condition        Report By
 KE1557  HISTORY     - 1945     FIRST OBSERVED   CGS
 KE1557
 KE1557                          STATION DESCRIPTION
 KE1557
 KE1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 KE1557'STATION IS LOCATED ABOUT 5.2 MILES SE OF OREGON AND ABOUT 3.5
 KE1557'MILES SW OF SAVANNAH.  IT IS A STANDARD U.S. CIVIL AERONAUTICS
 KE1557'AUTHORITY AIRWAY BEACON, PAINTED RED AND WHITE AND ABOUT 60 FEET
 KE1557'HIGH.  THE POINT INTERSECTED WAS THE CENTER OF THE BEACON LIGHT.
 KE1557'
 KE1557'TO REACH STATION FROM THE SMALL TOWN OF NODAWAY, GO W FROM
 KE1557'THE DEPOT FOR 1 MILE TO A T-ROAD RIGHT (PUBLIC WELL IN CENTER
 KE1557'OF INTERSECTION), TURN RIGHT AND GO 0.1 MILE TO A T-ROAD
 KE1557'LEFT, KEEP STRAIGHT AHEAD (RIGHT) FOR 0.25 MILE TO FORKS.
 KE1557'TAKE RIGHT FORK, THROUGH GATE ON FARM ROAD, FOR 0.5 MILE
 KE1557'TO A FARMHOUSE.  GO THROUGH GATE INTO BARNYARD AND TURN
 KE1557'RIGHT THROUGH A GATE BETWEEN THE BARN AND A SHED AND GO 0.15
 KE1557'MILE TO THE BEACON LIGHT.
 KE1557'
 KE1557'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1332 ***********************************************************************
 LF1332  DESIGNATION -  AMBER AIRWAY 4 BEACON 7
 LF1332  PID         -  LF1332
 LF1332  STATE/COUNTY-  MO/HOLT
 LF1332  USGS QUAD   -  NEW POINT (1981)
 LF1332
 LF1332                         *CURRENT SURVEY CONTROL
 LF1332  ___________________________________________________________________
 LF1332* NAD 83(1997)-  40 06 03.50610(N)    095 05 06.63461(W)     ADJUSTED  
 LF1332* NAVD 88     -                                                        
 LF1332  ___________________________________________________________________
 LF1332  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 LF1332  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LF1332
 LF1332  HORZ ORDER  -  THIRD
 LF1332
 LF1332.The horizontal coordinates were established by classical geodetic methods
 LF1332.and adjusted by the National Geodetic Survey in February 2000..
 LF1332
 LF1332
 LF1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1332
 LF1332.The geoid height was determined by GEOID03.
 LF1332
 LF1332;                    North         East     Units Scale Factor Converg.
 LF1332;SPC MO W     -   436,843.069   800,106.007   MT  0.99997181   -0 22 37.0
 LF1332;UTM  15      - 4,441,048.177   322,265.666   MT  0.99998889   -1 20 36.6
 LF1332
 LF1332                          SUPERSEDED SURVEY CONTROL
 LF1332
 LF1332  NAD 83(1997)-  40 06 03.50597(N)    095 05 06.63452(W) AD(       ) 4
 LF1332  NAD 83(1997)-  40 06 03.50549(N)    095 05 06.63428(W) AD(       ) 4
 LF1332  NAD 83(1997)-  40 06 03.50706(N)    095 05 06.63392(W) AD(       ) 4
 LF1332  NAD 83(1986)-  40 06 03.50800(N)    095 05 06.62977(W) AD(       ) 4
 LF1332  NAD 27      -  40 06 03.52900(N)    095 05 05.72200(W) AD(       ) 3
 LF1332
 LF1332.Superseded values are not recommended for survey control.
 LF1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1332.See file dsdata.txt to determine how the superseded data were derived.
 LF1332
 LF1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE2226641048(NAD 83)
 LF1332_MARKER: 22 = AIRWAY BEACON
 LF1332
 LF1332  HISTORY     - Date     Condition        Report By
 LF1332  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1332
 LF1332                          STATION DESCRIPTION
 LF1332
 LF1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1332'STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF MOUND CITY
 LF1332'AND ABOUT 6 MILES SOUTH OF MAITLAND AND ON LAND OWNED BY JOE
 LF1332'MEYER.  IT IS 80 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 LF1332'ROAD.  IT IS A STANDARD U.S. CIVIL AERONAUTIC AIRWAY BEACON,
 LF1332'PAINTED RED AND WHITE AND ABOUT 60 FEET HIGH.  THE POINT
 LF1332'INTERSECTED WAS THE CENTER OF THE BEACON LIGHT.
 LF1332'
 LF1332'TO REACH FROM MOUND CITY GO EAST ON U.S. HIGHWAY 275 FOR 4.6
 LF1332'MILES TO JUNCTION WITH STATE HIGHWAY 113, TURN LEFT ON HIGHWAY 113
 LF1332'FOR 3.2 MILES TO HOLT COUNTY HIGHWAY B, TURN RIGHT ON HIGHWAY B
 LF1332'FOR 2 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 0.3 MILE TO THE
 LF1332'BEACON ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1340 ***********************************************************************
 LF1340  DESIGNATION -  AMBER AIRWAY 4 BEACON 8
 LF1340  PID         -  LF1340
 LF1340  STATE/COUNTY-  MO/HOLT
 LF1340  USGS QUAD   -  MOUND CITY (1981)
 LF1340
 LF1340                         *CURRENT SURVEY CONTROL
 LF1340  ___________________________________________________________________
 LF1340* NAD 83(1997)-  40 12 41.25369(N)    095 11 34.63226(W)     ADJUSTED  
 LF1340* NAVD 88     -                                                        
 LF1340  ___________________________________________________________________
 LF1340  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LF1340  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LF1340
 LF1340  HORZ ORDER  -  THIRD
 LF1340
 LF1340.The horizontal coordinates were established by classical geodetic methods
 LF1340.and adjusted by the National Geodetic Survey in February 2000..
 LF1340
 LF1340
 LF1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1340
 LF1340.The geoid height was determined by GEOID03.
 LF1340
 LF1340;                    North         East     Units Scale Factor Converg.
 LF1340;SPC MO W     -   449,176.568   791,012.198   MT  0.99998399   -0 26 50.6
 LF1340;SPC NE       -    53,357.256   908,976.060   MT  0.99991110   +3 11 08.2
 LF1340;UTM  15      - 4,453,533.883   313,381.171   MT  1.00002873   -1 24 58.3
 LF1340
 LF1340                          SUPERSEDED SURVEY CONTROL
 LF1340
 LF1340  NAD 83(1997)-  40 12 41.25367(N)    095 11 34.63219(W) AD(       ) 4
 LF1340  NAD 83(1997)-  40 12 41.25356(N)    095 11 34.63205(W) AD(       ) 4
 LF1340  NAD 83(1997)-  40 12 41.25437(N)    095 11 34.63193(W) AD(       ) 4
 LF1340  NAD 83(1986)-  40 12 41.25732(N)    095 11 34.62745(W) AD(       ) 4
 LF1340  NAD 27      -  40 12 41.28000(N)    095 11 33.72000(W) AD(       ) 3
 LF1340
 LF1340.Superseded values are not recommended for survey control.
 LF1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1340.See file dsdata.txt to determine how the superseded data were derived.
 LF1340
 LF1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE1338153534(NAD 83)
 LF1340_MARKER: 22 = AIRWAY BEACON
 LF1340
 LF1340  HISTORY     - Date     Condition        Report By
 LF1340  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1340
 LF1340                          STATION DESCRIPTION
 LF1340
 LF1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1340'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF MOUND CITY AND
 LF1340'ABOUT 5 MILES WEST OF MAITLAND ON THE EAST SIDE OF A DIRT ROAD.
 LF1340'IT IS APPROXIMATELY 59 FEET EAST OF THE CENTER OF DIRT ROAD AND 60
 LF1340'FEET SOUTH OF THE APPROXIMATE CENTER OF THE DRIVE WAY LEADING TO
 LF1340'W.H. MC PIKES HOUSE.  IT IS A STANDARD U.S. CIVIL AERONAUTIC
 LF1340'AIRWAY BEACON, PAINTED RED AND WHITE AND ABOUT 65 FEET HIGH.
 LF1340'THE POINT INTERSECTED WAS THE CENTER OF THE BEACON LIGHT.
 LF1340'
 LF1340'TO REACH THE STATION FROM THE BRIDGE ON U.S. HIGHWAY 275 IN
 LF1340'THE SOUTHEAST SECTION OF MOUND CITY, GO EAST ON U.S. HIGHWAY 275
 LF1340'FOR 3.3 MILES TO STATE HIGHWAY 113, TURN LEFT ON HIGHWAY 113 FOR
 LF1340'0.1 MILE TO HOLT COUNTY ROAD D, TURN LEFT ON COUNTY ROAD D AND
 LF1340'GO 4.1 MILES TO CROSS ROAD AND HIGHWAY D TURNS RIGHT, TURN LEFT,
 LF1340'LEAVING HIGHWAY D AND GO 0.8 MILE TO CROSS ROAD, TURN RIGHT AND
 LF1340'GO 0.9 MILE TO CROSS ROAD, TURN LEFT AND GO 0.8 MILE TO
 LF1340'CROSSROAD, TURN LEFT AND GO 0.15 MILE TO LANE ON THE LEFT AND
 LF1340'BEACON LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1314 ***********************************************************************
 KE1314  DESIGNATION -  AMITY
 KE1314  PID         -  KE1314
 KE1314  STATE/COUNTY-  MO/DE KALB
 KE1314  USGS QUAD   -  WOOD (1983)
 KE1314
 KE1314                         *CURRENT SURVEY CONTROL
 KE1314  ___________________________________________________________________
 KE1314* NAD 83(1997)-  39 53 20.27715(N)    094 28 00.33190(W)     ADJUSTED  
 KE1314* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 KE1314  ___________________________________________________________________
 KE1314  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 KE1314  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KE1314
 KE1314  HORZ ORDER  -  SECOND
 KE1314
 KE1314.The horizontal coordinates were established by classical geodetic methods
 KE1314.and adjusted by the National Geodetic Survey in February 2000..
 KE1314
 KE1314.The orthometric height was scaled from a topographic map.
 KE1314
 KE1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1314
 KE1314.The geoid height was determined by GEOID03.
 KE1314
 KE1314;                    North         East     Units Scale Factor Converg.
 KE1314;SPC MO W     -   413,140.646   852,843.014   MT  0.99994128   +0 01 16.7
 KE1314;UTM  15      - 4,416,463.174   374,592.890   MT  0.99979361   -0 56 26.7
 KE1314
 KE1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1314!SPC MO W     -   0.99995500  x   0.99994128  =   0.99989628
 KE1314!UTM  15      -   0.99995500  x   0.99979361  =   0.99974862
 KE1314
 KE1314|---------------------------------------------------------------------|
 KE1314| PID    Reference Object                     Distance      Geod. Az  |
 KE1314|                                                           dddmmss.s |
 KE1314| CL6748 AMITY RM 1                           27.579 METERS 21325     |
 KE1314| CL6750 AMITY RM 3                           14.170 METERS 24610     |
 KE1314| CL6747 AMITY AZ MK                                        2802316.9 |
 KE1314| CL6749 AMITY RM 2                           32.437 METERS 28614     |
 KE1314|---------------------------------------------------------------------|
 KE1314
 KE1314                          SUPERSEDED SURVEY CONTROL
 KE1314
 KE1314  NAD 83(1997)-  39 53 20.27724(N)    094 28 00.33238(W) AD(       ) 2
 KE1314  NAD 83(1997)-  39 53 20.27761(N)    094 28 00.33275(W) AD(       ) 2
 KE1314  NAD 83(1986)-  39 53 20.27949(N)    094 28 00.32923(W) AD(       ) 2
 KE1314  NAD 27      -  39 53 20.28820(N)    094 27 59.49420(W) AD(       ) 2
 KE1314
 KE1314.Superseded values are not recommended for survey control.
 KE1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1314.See file dsdata.txt to determine how the superseded data were derived.
 KE1314
 KE1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE7459316463(NAD 83)
 KE1314_MARKER: DS = TRIANGULATION STATION DISK
 KE1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1314
 KE1314  HISTORY     - Date     Condition        Report By
 KE1314  HISTORY     - 1948     MONUMENTED       CGS
 KE1314  HISTORY     - 1965     GOOD             CGS
 KE1314
 KE1314                          STATION DESCRIPTION
 KE1314
 KE1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1314'THE STATION IS LOCATED ABOUT 6.0 MILES WEST OF MAYSVILLE ON THE
 KE1314'SOUTH SIDE OF STATE ROUTE NO 6 AND ON LAND OWNED AND OCCUPIED
 KE1314'BY MR. T.J. MASON.  IT IS 11 FEET SOUTHEAST OF THE SOUTHEAST
 KE1314'CORNER OF THE GARAGE AND 67 FEET EAST-NORTHEAST OF THE NORTHEAST
 KE1314'CORNER OF THE BARN SET IN THE WEST END OF A CULTIVATED FIELD.  IT
 KE1314'IS STAMPED AMITY 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 KE1314'
 KE1314'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 65 FEET SOUTH OF
 KE1314'GATE INTO HOG PEN, 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KE1314'BARN AND 1 FOOT EAST OF FENCE LINE.  IT IS STAMPED AMITY NO 1 1948
 KE1314'AND SET FLUSH WITH THE GROUND SURFACE.
 KE1314'
 KE1314'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 53.5 FEET
 KE1314'NORTH OF THE NORTHWEST CORNER OF THE BARN AND 34 FEET SOUTH OF
 KE1314'THE SOUTHEAST CORNER OF THE CHICKEN HOUSE.  IT IS STAMPED AMITY NO
 KE1314'2 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 KE1314'
 KE1314'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST-NORTHWEST OF THE STATION,
 KE1314'SET IN THE NORTHWEST ANGLE OF CROSSROAD.  IT IS 30 FEET NORTH OF
 KE1314'THE CENTER OF STATE ROUTE NO 6, 20 FEET WEST OF THE CENTER OF
 KE1314'NORTH-SOUTH ROAD, 2 FEET NORTHEAST OF FENCE CORNER AND 2 FEET
 KE1314'NORTH OF WITNESS POST.  IT IS STAMPED AMITY 1948 AND PROJECTS
 KE1314'6 INCHES.  TO REACH FROM THE T.J. MASON FARM HOUSE, GO WEST ON
 KE1314'STATE ROUTE NO 6 FOR 0.3 MILE TO CROSSROAD AND MARK IN THE
 KE1314'NORTHWEST ANGLE AS DESCRIBED.
 KE1314'
 KE1314'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT HOUSE
 KE1314'SQUARE IN MAYSVILLE, GO WEST ON STATE ROUTE NO 6 FOR 5.8 MILES TO
 KE1314'THE T.J. MASON FARM HOUSE ON THE SOUTH SIDE, TURN LEFT INTO
 KE1314'DRIVEWAY AND CONTINUE SOUTH TO GARAGE AND STATION AS DESCRIBED.
 KE1314'
 KE1314'AN 87 FOOT SIGNAL AT STATION BUNSE 1934 IS VISIBLE AT 37 FEET
 KE1314'
 KE1314'AN 87 FOOT SIGNAL AT STATION COURTNEY 1934 IS VISIBLE AT 37 FEET
 KE1314'
 KE1314'AN 87 FOOT SIGNAL AT STATION EIERDANZ IS VISIBLE AT 37 FEET
 KE1314'
 KE1314'AN 87 FOOT SIGNAL AT STATION PHELPS IS VISIBLE AT 37 FEET
 KE1314'
 KE1314'AN 87 FOOT SIGNAL AT STATION OWEN IS VISIBLE AT 37 FEET
 KE1314'
 KE1314'A 100 FOOT SIGNAL AT STATION COLFAX IS VISIBLE AT 37 FEET
 KE1314'
 KE1314'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KE1314
 KE1314                          STATION RECOVERY (1965)
 KE1314
 KE1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RLE)
 KE1314'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK RECOVERED
 KE1314'AS DESCRIBED AND FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS
 KE1314'DESTROYED WHEN A BARNLOT WAS PAVED.
 KE1314'
 KE1314'THE STATION MARK IS 33 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KE1314'A CONCRETE BLOCK MILKHOUSE, 11 FEET SOUTHEAST OF THE SOUTHEAST
 KE1314'CORNER OF AN OLD GARAGE AND IS FLUSH WITH THE GROUND.
 KE1314'
 KE1314'R.M. NO. 2 IS WEST-NORTHWEST OF THE STATION, 53.5 FEET NORTH OF
 KE1314'THE NORTHWEST CORNER OF THE BARN, 34 FEET SOUTH OF THE SOUTHEAST
 KE1314'CORNER OF A CHICKEN HOUSE AND IS FLUSH WITH THE GROUND.
 KE1314'
 KE1314'R.M. NO. 3 IS SOUTHWEST OF THE STATION, 6.4 FEET EAST OF THE
 KE1314'NORTHWEST CORNER OF A CONCRETE-BLOCK MILKHOUSE AND 0.5 FOOT NORTH
 KE1314'OF THE NORTH SIDE OF THE BUILDING.  IT IS SET IN A DRILL HOLE
 KE1314'IN CONCRETE WALK AND IS STAMPED AMITY NO 3 1948.
 KE1314'
 KE1314'THE AZIMUTH MARK IS IN NORTHWEST ANGLE OF CROSSROADS, 30 FEET
 KE1314'NORTH OF THE CENTERLINE OF ROUTE 6, 2 FEET NORTHEAST OF A FENCE
 KE1314'CORNER AND 1.2 FEET NORTHEAST OF A METAL WITNESS POST.
 KE1314'
 KE1314'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM MAYSVILLE
 KE1314'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0814 ***********************************************************************
 JE0814  DESIGNATION -  AMORET
 JE0814  PID         -  JE0814
 JE0814  STATE/COUNTY-  MO/BATES
 JE0814  USGS QUAD   -  AMORET (1973)
 JE0814
 JE0814                         *CURRENT SURVEY CONTROL
 JE0814  ___________________________________________________________________
 JE0814* NAD 83(1997)-  38 16 02.44977(N)    094 30 34.49115(W)     ADJUSTED  
 JE0814* NAVD 88     -       272.513  (meters)     894.07   (feet)  ADJUSTED  
 JE0814  ___________________________________________________________________
 JE0814  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 JE0814  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0814  DYNAMIC HT  -         272.319 (meters)     893.43  (feet)  COMP
 JE0814  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 JE0814
 JE0814  HORZ ORDER  -  THIRD
 JE0814  VERT ORDER  -  SECOND    CLASS 0
 JE0814
 JE0814.The horizontal coordinates were established by classical geodetic methods
 JE0814.and adjusted by the National Geodetic Survey in February 2000..
 JE0814
 JE0814.The orthometric height was determined by differential leveling
 JE0814.and adjusted by the National Geodetic Survey in June 1991..
 JE0814
 JE0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0814
 JE0814.The geoid height was determined by GEOID03.
 JE0814
 JE0814.The dynamic height is computed by dividing the NAVD 88
 JE0814.geopotential number by the normal gravity value computed on the
 JE0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0814.degrees latitude (g = 980.6199 gals.).
 JE0814
 JE0814.The modeled gravity was interpolated from observed gravity values.
 JE0814
 JE0814;                    North         East     Units Scale Factor Converg.
 JE0814;SPC MO W     -   233,123.523   849,161.602   MT  0.99994119   -0 00 21.4
 JE0814;SPC KS S     -   585,125.168   749,089.622   MT  0.99995450   +2 27 08.0
 JE0814;UTM  15      - 4,236,555.998   367,941.840   MT  0.99981478   -0 56 06.2
 JE0814
 JE0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0814!SPC MO W     -   0.99996227  x   0.99994119  =   0.99990346
 JE0814!SPC KS S     -   0.99996227  x   0.99995450  =   0.99991677
 JE0814!UTM  15      -   0.99996227  x   0.99981478  =   0.99977706
 JE0814
 JE0814:                Primary Azimuth Mark                     Grid Az
 JE0814:SPC MO W     -  AMORET AZ MK                             089 28 17.6
 JE0814:SPC KS S     -  AMORET AZ MK                             087 00 48.2
 JE0814:UTM  15      -  AMORET AZ MK                             090 24 02.4
 JE0814
 JE0814|---------------------------------------------------------------------|
 JE0814| PID    Reference Object                     Distance      Geod. Az  |
 JE0814|                                                           dddmmss.s |
 JE0814| JE0815 AMORET AZ MK                                       0892756.2 |
 JE0814| JE0813 AMORET RM 1                          16.256 METERS 22548     |
 JE0814| JE0812 AMORET RM 2                          27.612 METERS 28425     |
 JE0814|---------------------------------------------------------------------|
 JE0814
 JE0814                          SUPERSEDED SURVEY CONTROL
 JE0814
 JE0814  NAD 83(1997)-  38 16 02.44983(N)    094 30 34.49113(W) AD(       ) 3
 JE0814  NAD 83(1986)-  38 16 02.45797(N)    094 30 34.48830(W) AD(       ) 3
 JE0814  NAD 27      -  38 16 02.37310(N)    094 30 33.65830(W) AD(       ) 3
 JE0814  NGVD 29 (??/??/92)  272.385  (m)          893.65   (f) ADJ UNCH    2 0
 JE0814
 JE0814.Superseded values are not recommended for survey control.
 JE0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0814.See file dsdata.txt to determine how the superseded data were derived.
 JE0814
 JE0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC6794236556(NAD 83)
 JE0814_MARKER: DS = TRIANGULATION STATION DISK
 JE0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0814_STAMPING: AMORET 1948
 JE0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0814+STABILITY: SURFACE MOTION
 JE0814
 JE0814  HISTORY     - Date     Condition        Report By
 JE0814  HISTORY     - 1948     MONUMENTED       CGS
 JE0814  HISTORY     - 1957     GOOD             CGS
 JE0814  HISTORY     - 1963     GOOD             CGS
 JE0814  HISTORY     - 1963     GOOD             NGS
 JE0814
 JE0814                          STATION DESCRIPTION
 JE0814
 JE0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE0814'THE STATION IS LOCATED ABOUT 4.5 MILES EAST-NORTHEAST OF
 JE0814'AMORET AND 0.8 MILE WEST OF VIRGINIA ON THE SOUTH SIDE OF STATE
 JE0814'ROUTE 52 AND ON LAND OWNED AND OCCUPIED BY MR. FRED SKOCH.
 JE0814'IT IS ABOUT 175 FEET EAST OF THE SKOCH FARM HOUSE IN THE NORTHEAST
 JE0814'CORNER OF THE YARD, 21 FEET SOUTH OF HEDGE ROW, 15 FEET WEST OF
 JE0814'FENCE LINE AND 39 FEET NORTH OF NORTHEAST CORNER OF BARN.  IT IS
 JE0814'STAMPED AMORET 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE0814'
 JE0814'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 10 FEET
 JE0814'WEST OF THE NORTHWEST CORNER OF THE BARN AND 6 FEET NORTH
 JE0814'OF SMALL MILK HOUSE.  IT IS STAMPED AMORET NO 1 1948 AND
 JE0814'SET FLUSH WITH THE GROUND SURFACE.
 JE0814'
 JE0814'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 45 FEET
 JE0814'SOUTH OF THE CENTER OF STATE ROUTE 52, 13 FEET EAST OF THE
 JE0814'CENTER OF DRIVEWAY AND 3 FEET WEST OF WEST END OF HEDGE ROW.
 JE0814'IT IS STAMPED AMORET NO 2 1948 AND SET FLUSH WITH THE GROUND
 JE0814'SURFACE.
 JE0814'
 JE0814'THE AZIMUTH MARK IS ABOUT 0.45 MILE EAST OF THE STATION,
 JE0814'45 FEET NORTH OF THE CENTER OF STATE ROUTE 52, 55 FEET SOUTH
 JE0814'OF SOUTHEAST CORNER OF HOUSE, 2 FEET WEST OF TELEPHONE POLE
 JE0814'AND 3 FEET WEST OF WITNESS POST.  IT IS STAMPED AMORET 1948
 JE0814'AND PROJECTS 2 INCHES.  TO REACH FROM THE STATION, GO EAST
 JE0814'ON STATE ROUTE 52 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE NORTH
 JE0814'SIDE AS DESCRIBED.
 JE0814'
 JE0814'TO REACH THE STATION FROM AMORET, GO EAST ON STATE ROUTE 52
 JE0814'FOR 5.2 MILES TO THE SKOCH FARM HOUSE ON THE SOUTH SIDE AND
 JE0814'STATION AS DESCRIBED.
 JE0814'
 JE0814'TO REACH THE STATION FROM VIRGINIA ABOUT 8.9 MILES WEST OF
 JE0814'BUTLER, GO WEST ON STATE ROUTE 52 FOR 0.8 MILES TO THE STATION
 JE0814'ON THE SOUTH SIDE AS DESCRIBED.
 JE0814'
 JE0814'AN 87 FOOT SIGNAL AT STATION SKELLY 1934 IS VISIBLE AT 4 FEET.
 JE0814'
 JE0814'A 74 FOOT SIGNAL AT STATION WORLAND IS VISIBLE AT 50 FEET.
 JE0814'
 JE0814'A 74 FOOT SIGNAL AT STATION FERGUSON 1934 IS VISIBLE AT 37 FEET.
 JE0814'
 JE0814'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE0814
 JE0814                          STATION RECOVERY (1957)
 JE0814
 JE0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 JE0814'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 JE0814'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 JE0814'DISTANCES TO THE REFERENCE MARKS CHECKED WITH THE 1948 DATA.
 JE0814'A DIFFERENCE IN DIRECTION TO THE REFERENCE FROM THE AZIMUTH
 JE0814'MARK WAS NOTED.  THE AZIMUTH MARK APPEARS TO HAVE BEEN
 JE0814'DISTURBED SLIGHTLY AND COULD ACCOUNT FOR SOME OF THE DIFFERENCE
 JE0814'IN DIRECTION.  THE DIFFERENCE IN DIRECTION BETWEEN THE
 JE0814'REFERENCE MARKS CHECK WITH THE 1948 DATA.  THE ROUTE TO THE
 JE0814'STATION IS STILL ADEQUATE FOR QUICK RECOVERY.  THE 1957
 JE0814'OBSERVATIONS FOLLOWS.
 JE0814
 JE0814                          STATION RECOVERY (1963)
 JE0814
 JE0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE0814'THE STATION AND ALL MARKS WAS RECOVERED AS DESCRIBED AND
 JE0814'FOUND IN GOOD CONDITION.  A NEW WITNESS POST WAS ESTABLISHED
 JE0814'AT THIS DATE, 19.8 FEET NORTH OF STATION, 67.8 FEET NORTHEAST
 JE0814'OF R.M. 1 AND 85.7 FEET EAST OF R.M. 2.
 JE0814'
 JE0814'THE 1948 DESCRIPTION IS ADEQUATE.
 JE0814
 JE0814                          STATION RECOVERY (1963)
 JE0814
 JE0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0814'0.9 MI W FROM VIRGINIA.
 JE0814'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0814'CHURCH AT VIRGINIA, 59 FEET SOUTH OF THE CENTER LINE OF THE
 JE0814'HIGHWAY, 175 FEET EAST OF THE NORTHEAST CORNER OF THE FRED
 JE0814'SKOCH FARMHOUSE, 39.5 FEET NORTH OF THE NORTHEAST CORNER OF A
 JE0814'METAL BARN, 25 1/2 FEET SOUTHWEST OF A CORNER FENCE POST, 90.5
 JE0814'FEET EAST-SOUTHEAST OF AMORET R.M. 2, 53.3 FEET NORTHEAST OF
 JE0814'AMORET R.M. 1, 19.7 FEET SOUTH OF A METAL WITNESS POST, AND SET
 JE0814'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0815 ***********************************************************************
 JE0815  DESIGNATION -  AMORET AZ MK
 JE0815  PID         -  JE0815
 JE0815  STATE/COUNTY-  MO/BATES
 JE0815  USGS QUAD   -  AMORET (1973)
 JE0815
 JE0815                         *CURRENT SURVEY CONTROL
 JE0815  ___________________________________________________________________
 JE0815* NAD 83(1986)-  38 16 00.     (N)    094 30 08.     (W)     SCALED    
 JE0815* NAVD 88     -       262.976  (meters)     862.78   (feet)  ADJUSTED  
 JE0815  ___________________________________________________________________
 JE0815  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0815  DYNAMIC HT  -         262.788 (meters)     862.16  (feet)  COMP
 JE0815  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 JE0815
 JE0815  VERT ORDER  -  SECOND    CLASS 0
 JE0815
 JE0815.The horizontal coordinates were scaled from a topographic map and have
 JE0815.an estimated accuracy of +/- 6 seconds.
 JE0815
 JE0815.The orthometric height was determined by differential leveling
 JE0815.and adjusted by the National Geodetic Survey in June 1991..
 JE0815
 JE0815.The geoid height was determined by GEOID03.
 JE0815
 JE0815.The dynamic height is computed by dividing the NAVD 88
 JE0815.geopotential number by the normal gravity value computed on the
 JE0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0815.degrees latitude (g = 980.6199 gals.).
 JE0815
 JE0815.The modeled gravity was interpolated from observed gravity values.
 JE0815
 JE0815;                    North         East    Units  Estimated Accuracy
 JE0815;SPC MO W     -   233,050.      849,810.      MT  (+/- 180 meters Scaled)
 JE0815
 JE0815                          SUPERSEDED SURVEY CONTROL
 JE0815
 JE0815  NGVD 29 (??/??/92)  262.847  (m)          862.36   (f) ADJ UNCH    2 0
 JE0815
 JE0815.Superseded values are not recommended for survey control.
 JE0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0815.See file dsdata.txt to determine how the superseded data were derived.
 JE0815
 JE0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC685364(NAD 83)
 JE0815_MARKER: DZ = AZIMUTH MARK DISK
 JE0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0815_STAMPING: AMORET 1948
 JE0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0815+STABILITY: SURFACE MOTION
 JE0815
 JE0815  HISTORY     - Date     Condition        Report By
 JE0815  HISTORY     - 1948     MONUMENTED       CGS
 JE0815  HISTORY     - 1963     GOOD             NGS
 JE0815
 JE0815                          STATION DESCRIPTION
 JE0815
 JE0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0815'0.4 MI W FROM VIRGINIA.
 JE0815'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0815'CHURCH AT VIRGINIA, 40 1/2 FEET NORTH OF THE CENTER LINE OF
 JE0815'THE HIGHWAY, 53 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE,
 JE0815'19 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 10 FEET NORTHWEST
 JE0815'OF A FORKED ELM TREE, 2.0 FEET WEST OF A METAL WITNESS POST, AND
 JE0815'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0813 ***********************************************************************
 JE0813  DESIGNATION -  AMORET RM 1
 JE0813  PID         -  JE0813
 JE0813  STATE/COUNTY-  MO/BATES
 JE0813  USGS QUAD   -  AMORET (1973)
 JE0813
 JE0813                         *CURRENT SURVEY CONTROL
 JE0813  ___________________________________________________________________
 JE0813* NAD 83(1986)-  38 16 02.     (N)    094 30 34.     (W)     SCALED    
 JE0813* NAVD 88     -       272.724  (meters)     894.76   (feet)  ADJUSTED  
 JE0813  ___________________________________________________________________
 JE0813  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0813  DYNAMIC HT  -         272.529 (meters)     894.12  (feet)  COMP
 JE0813  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 JE0813
 JE0813  VERT ORDER  -  SECOND    CLASS 0
 JE0813
 JE0813.The horizontal coordinates were scaled from a topographic map and have
 JE0813.an estimated accuracy of +/- 6 seconds.
 JE0813
 JE0813.The orthometric height was determined by differential leveling
 JE0813.and adjusted by the National Geodetic Survey in June 1991..
 JE0813.WARNING-Repeat measurements at this control monument indicate possible
 JE0813.vertical movement.
 JE0813
 JE0813.The geoid height was determined by GEOID03.
 JE0813
 JE0813.The dynamic height is computed by dividing the NAVD 88
 JE0813.geopotential number by the normal gravity value computed on the
 JE0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0813.degrees latitude (g = 980.6199 gals.).
 JE0813
 JE0813.The modeled gravity was interpolated from observed gravity values.
 JE0813
 JE0813;                    North         East    Units  Estimated Accuracy
 JE0813;SPC MO W     -   233,110.      849,170.      MT  (+/- 180 meters Scaled)
 JE0813
 JE0813                          SUPERSEDED SURVEY CONTROL
 JE0813
 JE0813  NGVD 29 (??/??/92)  272.606  (m)          894.37   (f) ADJ UNCH    2 0
 JE0813
 JE0813.Superseded values are not recommended for survey control.
 JE0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0813.See file dsdata.txt to determine how the superseded data were derived.
 JE0813
 JE0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC679365(NAD 83)
 JE0813_MARKER: DR = REFERENCE MARK DISK
 JE0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0813_STAMPING: AMORET NO 1 1948
 JE0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0813+STABILITY: SURFACE MOTION
 JE0813
 JE0813  HISTORY     - Date     Condition        Report By
 JE0813  HISTORY     - 1948     MONUMENTED       CGS
 JE0813  HISTORY     - 1963     GOOD             NGS
 JE0813
 JE0813                          STATION DESCRIPTION
 JE0813
 JE0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0813'0.9 MI W FROM VIRGINIA.
 JE0813'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0813'CHURCH AT VIRGINIA, 53.3 FEET SOUTHWEST OF AMORET 1948, 62 FEET
 JE0813'EAST OF A WELL CASING WHICH IS BELOW A METAL WINDMILL TOWER,
 JE0813'10.7 FEET WEST OF THE NORTHWEST CORNER OF A METAL BARN, AND SET
 JE0813'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0812 ***********************************************************************
 JE0812  DESIGNATION -  AMORET RM 2
 JE0812  PID         -  JE0812
 JE0812  STATE/COUNTY-  MO/BATES
 JE0812  USGS QUAD   -  AMORET (1973)
 JE0812
 JE0812                         *CURRENT SURVEY CONTROL
 JE0812  ___________________________________________________________________
 JE0812* NAD 83(1986)-  38 16 02.     (N)    094 30 34.     (W)     SCALED    
 JE0812* NAVD 88     -       273.428  (meters)     897.07   (feet)  ADJUSTED  
 JE0812  ___________________________________________________________________
 JE0812  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0812  DYNAMIC HT  -         273.233 (meters)     896.43  (feet)  COMP
 JE0812  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 JE0812
 JE0812  VERT ORDER  -  SECOND    CLASS 0
 JE0812
 JE0812.The horizontal coordinates were scaled from a topographic map and have
 JE0812.an estimated accuracy of +/- 6 seconds.
 JE0812
 JE0812.The orthometric height was determined by differential leveling
 JE0812.and adjusted by the National Geodetic Survey in June 1991..
 JE0812
 JE0812.The geoid height was determined by GEOID03.
 JE0812
 JE0812.The dynamic height is computed by dividing the NAVD 88
 JE0812.geopotential number by the normal gravity value computed on the
 JE0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0812.degrees latitude (g = 980.6199 gals.).
 JE0812
 JE0812.The modeled gravity was interpolated from observed gravity values.
 JE0812
 JE0812;                    North         East    Units  Estimated Accuracy
 JE0812;SPC MO W     -   233,110.      849,170.      MT  (+/- 180 meters Scaled)
 JE0812
 JE0812                          SUPERSEDED SURVEY CONTROL
 JE0812
 JE0812  NGVD 29 (??/??/92)  273.299  (m)          896.65   (f) ADJ UNCH    2 0
 JE0812
 JE0812.Superseded values are not recommended for survey control.
 JE0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0812.See file dsdata.txt to determine how the superseded data were derived.
 JE0812
 JE0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC679365(NAD 83)
 JE0812_MARKER: DR = REFERENCE MARK DISK
 JE0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0812_STAMPING: AMORET NO 2 1948
 JE0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0812+STABILITY: SURFACE MOTION
 JE0812
 JE0812  HISTORY     - Date     Condition        Report By
 JE0812  HISTORY     - 1948     MONUMENTED       CGS
 JE0812  HISTORY     - 1963     GOOD             NGS
 JE0812
 JE0812                          STATION DESCRIPTION
 JE0812
 JE0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0812'0.9 MI W FROM VIRGINIA.
 JE0812'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0812'CHURCH AT VIRGINIA, 45 FEET SOUTH OF THE CENTER LINE OF THE
 JE0812'HIGHWAY, 84 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 JE0812'FRED SKOCH FARMHOUSE, 12 FEET EAST OF THE CENTER LINE OF A DRIVEWAY,
 JE0812'90.5 FEET WEST-NORTHWEST OF AMORET 1948, 3 FEET WEST OF THE
 JE0812'WEST END OF A ROW OF HEDGE, ABOUT 2 FEET ABOVE THE LEVEL OF
 JE0812'THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JE0812'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0641 ***********************************************************************
 GF0641  DESIGNATION -  AMY
 GF0641  PID         -  GF0641
 GF0641  STATE/COUNTY-  MO/HOWELL
 GF0641  USGS QUAD   -  CAULFIELD (1968)
 GF0641
 GF0641                         *CURRENT SURVEY CONTROL
 GF0641  ___________________________________________________________________
 GF0641* NAD 83(1997)-  36 36 20.87719(N)    092 00 16.15432(W)     ADJUSTED  
 GF0641* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 GF0641  ___________________________________________________________________
 GF0641  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GF0641  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GF0641
 GF0641  HORZ ORDER  -  FIRST
 GF0641
 GF0641.The horizontal coordinates were established by classical geodetic methods
 GF0641.and adjusted by the National Geodetic Survey in February 2000..
 GF0641
 GF0641.The orthometric height was scaled from a topographic map.
 GF0641
 GF0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0641
 GF0641.The geoid height was determined by GEOID03.
 GF0641
 GF0641;                    North         East     Units Scale Factor Converg.
 GF0641;SPC MO C     -    85,823.789   544,330.262   MT  0.99995754   +0 17 43.7
 GF0641;SPC MO E     -    86,763.406   115,399.393   MT  1.00015647   -0 53 50.2
 GF0641;UTM  15      - 4,051,605.105   589,033.267   MT  0.99969766   +0 35 37.2
 GF0641
 GF0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0641!SPC MO C     -   0.99995395  x   0.99995754  =   0.99991149
 GF0641!SPC MO E     -   0.99995395  x   1.00015647  =   1.00011041
 GF0641!UTM  15      -   0.99995395  x   0.99969766  =   0.99965162
 GF0641
 GF0641:                Primary Azimuth Mark                     Grid Az
 GF0641:SPC MO C     -  AMY AZ MK                                007 12 37.8
 GF0641:SPC MO E     -  AMY AZ MK                                008 24 11.7
 GF0641:UTM  15      -  AMY AZ MK                                006 54 44.3
 GF0641
 GF0641|---------------------------------------------------------------------|
 GF0641| PID    Reference Object                     Distance      Geod. Az  |
 GF0641|                                                           dddmmss.s |
 GF0641| CI0060 AMY AZ MK                                          0073021.5 |
 GF0641| GE0918 HOMELAND                            APPROX.10.4 KM 0535107.1 |
 GF0641| CI0061 AMY RM 1                             24.031 METERS 15602     |
 GF0641| CI0062 AMY RM 2                             33.610 METERS 23341     |
 GF0641|---------------------------------------------------------------------|
 GF0641
 GF0641                          SUPERSEDED SURVEY CONTROL
 GF0641
 GF0641  NAD 83(1997)-  36 36 20.88009(N)    092 00 16.15323(W) AD(       ) 1
 GF0641  NAD 83(1986)-  36 36 20.88641(N)    092 00 16.15338(W) AD(       ) 1
 GF0641  NAD 27      -  36 36 20.65600(N)    092 00 15.60300(W) AD(       ) 1
 GF0641
 GF0641.Superseded values are not recommended for survey control.
 GF0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0641.See file dsdata.txt to determine how the superseded data were derived.
 GF0641
 GF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA8903351605(NAD 83)
 GF0641_MARKER: DS = TRIANGULATION STATION DISK
 GF0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0641_STAMPING: AMY 1928
 GF0641_MARK LOGO: CGS   
 GF0641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GF0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0641+STABILITY: SURFACE MOTION
 GF0641
 GF0641  HISTORY     - Date     Condition        Report By
 GF0641  HISTORY     - 1928     MONUMENTED       CGS
 GF0641  HISTORY     - 1953     GOOD             CGS
 GF0641  HISTORY     - 1980     GOOD             NGS
 GF0641  HISTORY     - 19800101 GOOD             NGS
 GF0641
 GF0641                          STATION DESCRIPTION
 GF0641
 GF0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GF0641'ABOUT 14 MILES BY ROAD SOUTHWEST OF WEST PLAINS, 1 MILE SOUTH
 GF0641'OF HIGHWAY 80, IN THE VILLAGE OF AMY, IN THE EAST SIDE OF AN
 GF0641'UNCULTIVATED FIELD OWNED BY MRS. J.C. CLARK, 10.8 METERS
 GF0641'(35 FEET) WEST OF FENCE LINE, 36 METERS (118 FEET) WEST OF
 GF0641'MRS. CLARKS HOUSE, 25 METERS (82 FEET) NORTHWEST OF WEST POST
 GF0641'OF SOUTH-YARD GATE, 27.5 METERS (90 FEET) NORTH OF CENTER LINE
 GF0641'OF EAST-AND-WEST ROAD, AND 22.2 METERS (73 FEET) NORTH OF FENCE
 GF0641'LINE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 GF0641'DISKS IN CONCRETE.  UPPER MARK IS 18
 GF0641'INCHES AND LOWER 5 FEET BELOW SURFACE.  REFERENCE MARKS ARE
 GF0641'STANDARD REFERENCE DISKS IN CONCRETE.  NO.
 GF0641'1 IS 0.65 METER (2.1 FEET) NORTHWEST OF GATE POST REFERRED TO
 GF0641'ABOVE, AND 24.03 METERS (78.8 FEET) FROM STATION S 23 DEG 60 MIN E.
 GF0641'NO. 2 IS 0.40 METER (1.3 FEET) NORTH OF
 GF0641'THE FENCE, AND 33.64 METERS (110.4 FEET) FROM STATION
 GF0641
 GF0641                          STATION RECOVERY (1953)
 GF0641
 GF0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0641'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 GF0641'AND FOUND IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.
 GF0641'STATE HIGHWAY 80 HAS BEEN CHANGED TO U.S. HIGHWAY 160 AS OF
 GF0641'1 JANUARY 1954.  THERE WAS NO WITNESS POST SET AT THE STATION.
 GF0641'
 GF0641'THE STATION MARK IS 18 INCHES BELOW THE SURFACE OF THE GROUND
 GF0641'AND THE DISK IS STAMPED AMY 1928.
 GF0641'
 GF0641'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED AMY
 GF0641'NO 1 1928.
 GF0641'
 GF0641'REFERENCE MARK 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED AMY
 GF0641'NO 2 1928.
 GF0641'
 GF0641'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTER OF A GRAVELED
 GF0641'ROAD, 3 FEET SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST
 GF0641'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 GF0641'DISK IS STAMPED AMY 1953.  TO REACH THE MARK FROM
 GF0641'THE STATION GO NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO THE
 GF0641'MARK ON THE LEFT.
 GF0641'
 GF0641'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GF0641
 GF0641                          STATION RECOVERY (1980)
 GF0641
 GF0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GF0641'SUB-SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 GF0641'MARK 1 HAD BEEN STRUCK AND WAS LEANING BADLY.  REFERENCE MARK 2 WAS
 GF0641'FOUND OUT OF THE GROUND.  THE AZIMUTH MARK WAS NOT FOUND AND IS
 GF0641'BELEIVED DESTROYED BY ROAD CONSTRUCTION.  MEASUREMENTS PLACE THE MARK
 GF0641'IN THE DITCH OF THE EXISTING ROAD.  REFERENCE MARKS 3, 4 AND A NEW
 GF0641'AZIMUTH MARK WERE ESTABLISHED AND A POLARIS OBSERVATION TAKEN.  THE
 GF0641'TOWN OF AMY NO LONGER EXISTS.  DUE TO THIS AND OTHER CHANGES A NEW AND
 GF0641'COMPLETE DESCRIPTION FOLLOWS.
 GF0641'
 GF0641'THE STATION IS ABOUT 12-1/2 MILES SOUTHWEST OF WEST PLAINS, 6 MILES
 GF0641'EAST-NORTHEAST OF CAUFIELD, 2-1/2 MILES WEST OF SOUTH FORK AND ON
 GF0641'PROPERTY OWNED BY TED CUNNINGHAM, ROUTE E, BOX 588, CAUFIELD, MISSOURI
 GF0641'65626.  TELEPHONE 417-284-3018.
 GF0641'
 GF0641'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD E AND
 GF0641'U.S. HIGHWAY 160 AT SOUTH FORK, GO SOUTHWEST AND WEST ON HIGHWAY 160
 GF0641'FOR 2.55 MILES TO STATE ROAD FF ON THE LEFT.  TURN LEFT AND GO SOUTH
 GF0641'ON ROAD FF FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 GF0641'SOUTH FOR 0.4 MILE TO A GRAVELED ROAD, A HOUSE, AND THE STATION ON THE
 GF0641'RIGHT JUST WEST OF THE HOUSE AND NORTH OF THE GRAVELED ROAD.
 GF0641'
 GF0641'SUB-SURFACE STATION MARK IS A STANDARD DISK, STAMPED---AMY 1928---
 GF0641'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 14 INCHES BELOW THE
 GF0641'GROUND SURFACE.  IT IS 108.5 FEET WEST OF THE WEST DOOR OF THE HOUSE,
 GF0641'36.3 FEET EAST OF A NORTH/SOUTH FENCE, 35.5 FEET WEST-NORTHWEST OF THE
 GF0641'NORTHEAST CORNER OF A LARGE SHED, 9.5 FEET NORTHEAST OF THE NORTHWEST
 GF0641'CORNER OF THE SHED AND 8.5 FEET NORTH OF A WITNESS POST AT THE NORTH
 GF0641'SIDE OF THE SHED.  THE UNDERGROUND WAS NOT INSPECTED.  RAILROAD SPIKES
 GF0641'WERE PLACED ATOP THE SUB-SURFACE MARK.
 GF0641'
 GF0641'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---AMY 1928 NO 3 1980---
 GF0641'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 68 FEET
 GF0641'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 33.8 FEET WEST-SOUTHWEST
 GF0641'OF THE NORTHWEST CORNER OF THE LARGE SHED, 30.8 FEET WEST OF THE
 GF0641'SOUTHWEST CORNER OF THE SHED AND 1 FOOT EAST OF A NORTH/SOUTH
 GF0641'FENCE.  REBAR WAS PLACED IN THE MARK.
 GF0641'
 GF0641'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---AMY 1928 NO 4 1980---
 GF0641'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 111 FEET
 GF0641'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 43.0 FEET NORTHWEST OF
 GF0641'THE NORTHWEST CORNER OF THE LARGE SHED AND 1 FOOT EAST OF THE
 GF0641'NORTH/SOUTH FENCE.  REBAR WAS PLACED IN THE MARK.
 GF0641'
 GF0641'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---AMY 1928 1980---SET
 GF0641'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 GF0641'32.0 FEET EAST OF THE CENTERLINE OF ROAD FF, 2.5 FEET SOUTH OF A
 GF0641'POWERLINE POLE, 2.0 FEET WEST OF A NORTH/SOUTH FENCE AND 1.9 FEET
 GF0641'NORTH OF A WITNESS POST.  REBAR WAS PLACED IN THE MARK.
 GF0641
 GF0641                          STATION RECOVERY (1980)
 GF0641
 GF0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GF0641'SUB-SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 GF0641'MARK 1 HAD BEEN STRUCK AND WAS LEANING BADLY.  REFERENCE MARK 2 WAS
 GF0641'FOUND OUT OF THE GROUND.  THE AZIMUTH MARK WAS NOT FOUND AND IS
 GF0641'BELIEVED DESTROYED BY ROAD CONSTRUCTION.  MEASUREMENTS PLACE THE MARK
 GF0641'IN THE DITCH OF THE EXISTING ROAD.  REFERENCE MARKS 3, 4 AND A NEW
 GF0641'AZIMUTH MARK WERE ESTABLISHED AND A POLARIS OBSERVATION TAKEN.  THE
 GF0641'TOWN OF AMY NO LONGER EXISTS.  DUE TO THIS AND OTHER CHANGES A NEW AND
 GF0641'COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS ABOUT 12.5 MI (20.1 KM)
 GF0641'SOUTHWEST OF WEST PLAINS, 6 MI (9.7 KM) EAST NORTHEAST OF CAUFIELD,
 GF0641'2.5 MI (4.0 KM) WEST OF SOUTH FORK AND ON PROPERTY OWNED BY TED
 GF0641'CUNNINGHAM, ROUTE E, BOX 588, CAUFIELD, MISSOURI 65626. TO REACH THE
 GF0641'STATION FROM THE JUNCTION OF STATE ROAD E AND US HIGHWAY 160 AT SOUTH
 GF0641'FORK, GO SOUTHWEST AND WEST ON HIGHWAY 160 FOR 2.55 MI (4.10 KM) TO
 GF0641'STATE ROAD FF ON THE LEFT. TURN LEFT AND GO SOUTH ON ROAD FF FOR 0.25
 GF0641'MI (0.40 KM) TO THE AZIUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.4
 GF0641'MI (0.6 KM) TO A GRAVELED ROAD, A HOUSE, AND THE STATION ON THE RIGHT
 GF0641'JUST WEST OF THE HOUSE AND NORTH OF THE GRAVELED ROAD.  SUB-SURFACE
 GF0641'STATION MARK IS A STANDARD DISK, STAMPED AMY 1928, SET IN THE TOP OF A
 GF0641'SQUARE CONCRETE POST THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT
 GF0641'IS 108.5 FT (33.1 M) WEST OF THE WEST DOOR OF THE HOUSE, 36.3 FT (11.1
 GF0641'M) EAST OF A NORTH/SOUTH FENCE, 35.5 FT (10.8 M) WEST NORTHWEST OF THE
 GF0641'NORTHEAST CORNER OF A LARGE SHED, 9.5 FT (2.9 M) NORTHEAST OF THE
 GF0641'NORTHWEST CORNER OF THE SHED AND 8.5 FT (2.6 M) NORTH OF A WITNESS
 GF0641'POST AT THE NORTH SIDE OF THE SHED.  THE UNDERGROUND MARK WAS NOT
 GF0641'INSPECTED. RAILROAD SPIKES WERE PLACED ATOP THE SUB-SURFACE MARK.
 GF0641'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED AMY 1928 NO 3 1980, SET
 GF0641'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH GROUND LOCATED
 GF0641'68 FT (20.7 M) NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 33.8 FT
 GF0641'(10.3 M) WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE LARGE SHED,
 GF0641'30.8 FT (9.4 M) WEST OF THE SOUTHWEST CORNER OF THE SHED AND 1 FT (0.3
 GF0641'M) EAST OF A NORTH/SOUTH FENCE.  REBAR WAS PLACED IN THE MARK.
 GF0641'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED AMY 1928 NO 4 1980, SET
 GF0641'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH GROUND LOCATED
 GF0641'111 FT (33.8 M) NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 43.0 FT
 GF0641'(13.1 M) NORTHWEST OF THE NORTHWEST CORNER OF THE LARGE SHED AND 1 FT
 GF0641'(0.3 M) EAST OF THE NORTH/SOUTH FENCE.  REBAR WAS PLACED IN THE MARK.
 GF0641'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AMY 1928 1980, SET IN THE
 GF0641'TOP OF A ROUND CONCRETE POST THAT PROJECTS 5 INCHES ABOVE THE GROUND
 GF0641'LOCATED 32.0 FT (9.8 M) EAST OF THE CENTERLINE OF ROAD FF, 2.5 FT (0.8
 GF0641'M) SOUTH OF A POWERLINE POLE, 2.0 FT (0.6 M) WEST OF A NORTH/SOUTH
 GF0641'FENCE AND 1.9 FT (0.6 M) NORTH OF A WITNESS POST.  REBAR WAS PLACED IN
 GF0641'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9794 ***********************************************************************
 AD9794  DESIGNATION -  AN 03
 AD9794  PID         -  AD9794
 AD9794  STATE/COUNTY-  MO/ANDREW
 AD9794  USGS QUAD   -  ST JOSEPH NORTH (1978)
 AD9794
 AD9794                         *CURRENT SURVEY CONTROL
 AD9794  ___________________________________________________________________
 AD9794* NAD 83(1997)-  39 49 36.97128(N)    094 47 46.37171(W)     ADJUSTED  
 AD9794* NAVD 88     -       312.8    (meters)    1026.     (feet)  GPS OBS   
 AD9794  ___________________________________________________________________
 AD9794  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 AD9794  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 AD9794
 AD9794  HORZ ORDER  -  FIRST
 AD9794
 AD9794.The horizontal coordinates were established by GPS observations
 AD9794.and adjusted by the National Geodetic Survey in February 2000..
 AD9794
 AD9794.The orthometric height was determined by GPS observations and a
 AD9794.high-resolution geoid model.
 AD9794
 AD9794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9794
 AD9794.The geoid height was determined by GEOID03.
 AD9794
 AD9794;                    North         East     Units Scale Factor Converg.
 AD9794;SPC MO W     -   406,295.260   824,642.842   MT  0.99994909   -0 11 23.0
 AD9794;UTM  15      - 4,410,092.623   346,284.734   MT  0.99989090   -1 09 02.3
 AD9794
 AD9794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9794!SPC MO W     -   0.99995594  x   0.99994909  =   0.99990503
 AD9794!UTM  15      -   0.99995594  x   0.99989090  =   0.99984684
 AD9794
 AD9794                          SUPERSEDED SURVEY CONTROL
 AD9794
 AD9794  NAD 83(1997)-  39 49 36.97127(N)    094 47 46.37173(W) AD(       ) 1
 AD9794  NAD 83(1997)-  39 49 36.97126(N)    094 47 46.37173(W) AD(       ) 1
 AD9794  NAD 83(1986)-  39 49 36.97391(N)    094 47 46.36720(W) AD(       ) 1
 AD9794
 AD9794.Superseded values are not recommended for survey control.
 AD9794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9794.See file dsdata.txt to determine how the superseded data were derived.
 AD9794
 AD9794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4628510093(NAD 83)
 AD9794_MARKER: DD = SURVEY DISK
 AD9794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9794_STAMPING: AN-03 1993
 AD9794_MARK LOGO: MODNR 
 AD9794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9794+STABILITY: SURFACE MOTION
 AD9794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9794+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9794
 AD9794  HISTORY     - Date     Condition        Report By
 AD9794  HISTORY     - 1993     MONUMENTED       MODNR
 AD9794
 AD9794                          STATION DESCRIPTION
 AD9794
 AD9794'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9794'THE STATION AND AZIMUTH ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9794'WITH THE SURFACE. THE STATION IS LOCATED ON THE EAST R/W OF US HWY.
 AD9794'169 1.0 MI (1.6 KM) NORTHEAST OF I-29 EXIT 50 AND 0.4 MI (0.6 KM)
 AD9794'NORTH OF THE BUCHANAN-ANDREW COUNTY LINE IN THE NORTHEAST ANGLE OF A
 AD9794'PRIVATE ENTRANCE.  IT IS 30.5 FT (9.3 M) NORTH OF THE CENTER LINE OF
 AD9794'THE ENTRANCE, 13.2 FT (4.0 M) EAST OF THE EDGE OF PAVEMENT, 28 FT (8.5
 AD9794'M) NORTHWEST OF A 2 IN ANGLE IRON POST, 8.2 FT (2.5 M) NNW OF A BELL
 AD9794'TELEPHONE RISER BOX (11/RL25) , 56.5 FT (17.2 M) NORTH OF A NAIL AND
 AD9794'SHINER IN THE WEST SIDE OF A UTILITY POLE F3172, 13.8 FT (4.2 M) NNW
 AD9794'OF A 4 IN STEEL MAILBOX POST. THE AZIMUTH MARK IS ABOUT 0.4 MI (0.6
 AD9794'KM) NORTH ON THE WEST SIDE OF 169 BETWEEN THE ENTRANCE TO DYMOND
 AD9794'ESTATES AND ANDREW CO.  RD.  355. IT IS 13.9 FT (4.2 M) WEST OF A NAIL
 AD9794'AND SHINER IN A STOP SIGN POST, 26.8 FT (8.2 M) WEST OF THE CENTER
 AD9794'LINE OF RD.  355, 52 FT (15.8 M) WEST OF THE EDGE OF US 169 PAVEMENT,
 AD9794'18.5 FT (5.6 M) NORTHWEST OF A PUNCH MARK ON THE NORTH END OF AN 18 IN
 AD9794'STEEL PIPE, 19.1 FT (5.8 M) EAST OF THE SOUTH CORNER OF THE WEST END
 AD9794'OF A BRICK SIGN FOR DYMOND ESTATES, 4.65 FT (1.42 M) SOUTHEAST OF A
 AD9794'NAIL AND SHINER IN THE NORTHEAST SIDE OF UTILITY POLE F3175 AND 32.7
 AD9794'FT (10.0 M) SSE OF BELL RISER BOX 16. TO REACH THE STATION FROM THE
 AD9794'CENTER OF I-29 EXIT 50 (US HWY.  169) , GO NORTHEASTERLY ON HWY.  169
 AD9794'FOR 0.6 MI (1.0 KM) TO THE BUCHANAN-ANDREW COUNTY LINE, CONTINUE NORTH
 AD9794'ON 169 FOR 0.4 MI (0.6 KM) TO PRIVATE ENTRANCE ON RIGHT (EAST) JUST
 AD9794'BEYOND CREST OF GRADE AND STATION IN NORTHEAST ANGLE OF ENTRANCE AS
 AD9794'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 AD9794'ON US 169 FOR 0.4 MI (0.6 KM) TO CURVE RIGHT.  AZIMUTH MARK IS IN THE
 AD9794'NORTHWEST ANGLE ON THE LEFT (WEST) BETWEEN ANDREW CO.  RD.  355 WHICH
 AD9794'GOES NORTH AND ENTRANCE TO DYMOND ESTATES TO WEST. DATE OF REPORT
 AD9794'05-15-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1033 ***********************************************************************
 KD1033  DESIGNATION -  ANABEL RESET
 KD1033  PID         -  KD1033
 KD1033  STATE/COUNTY-  MO/MACON
 KD1033  USGS QUAD   -  REDMAN (1979)
 KD1033
 KD1033                         *CURRENT SURVEY CONTROL
 KD1033  ___________________________________________________________________
 KD1033* NAD 83(1997)-  39 45 01.06168(N)    092 21 12.56627(W)     ADJUSTED  
 KD1033* NAVD 88     -       253.09   (+/-2cm)     830.3    (feet)  VERTCON   
 KD1033  ___________________________________________________________________
 KD1033  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 KD1033  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KD1033
 KD1033  HORZ ORDER  -  SECOND
 KD1033  VERT ORDER  -  THIRD ? (See Below)
 KD1033
 KD1033.The horizontal coordinates were established by classical geodetic methods
 KD1033.and adjusted by the National Geodetic Survey in February 2000..
 KD1033
 KD1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1033.The vertical order pertains to the NGVD 29 superseded value.
 KD1033
 KD1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1033
 KD1033.The geoid height was determined by GEOID03.
 KD1033
 KD1033;                    North         East     Units Scale Factor Converg.
 KD1033;SPC MO C     -   434,735.237   512,555.618   MT  0.99993527   +0 05 37.3
 KD1033;UTM  15      - 4,400,242.815   555,386.552   MT  0.99963777   +0 24 48.3
 KD1033
 KD1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1033!SPC MO C     -   0.99996533  x   0.99993527  =   0.99990060
 KD1033!UTM  15      -   0.99996533  x   0.99963777  =   0.99960311
 KD1033
 KD1033:                Primary Azimuth Mark                     Grid Az
 KD1033:SPC MO C     -  CLARENCE MUNICIPAL TANK                  096 06 15.8
 KD1033:UTM  15      -  CLARENCE MUNICIPAL TANK                  095 47 04.8
 KD1033
 KD1033|---------------------------------------------------------------------|
 KD1033| PID    Reference Object                     Distance      Geod. Az  |
 KD1033|                                                           dddmmss.s |
 KD1033| KD1020 CLARENCE MUNICIPAL TANK             APPROX. 7.6 KM 0961153.1 |
 KD1033| CL8810 ANABEL RM 3                           7.457 METERS 15123     |
 KD1033| CL8808 ANABEL RM 1                          25.825 METERS 18851     |
 KD1033| KD1038 MACON MO HIWAY PATROL RAD MAST      APPROX.10.5 KM 2700233.4 |
 KD1033| CL8807 ANABEL AZ MK                                       2731638.0 |
 KD1033| CL8809 ANABEL RM 2                          28.206 METERS 28530     |
 KD1033| CL8811 ANABEL RM 4                          28.816 METERS 28532     |
 KD1033|---------------------------------------------------------------------|
 KD1033
 KD1033                          SUPERSEDED SURVEY CONTROL
 KD1033
 KD1033  NAD 83(1997)-  39 45 01.06505(N)    092 21 12.57337(W) AD(       ) 2
 KD1033  NAD 83(1986)-  39 45 01.06702(N)    092 21 12.57484(W) AD(       ) 2
 KD1033  NAD 27      -  39 45 00.93830(N)    092 21 11.91030(W) AD(       ) 2
 KD1033  NGVD 29 (07/19/86)  253.09   (m)          830.3    (f) LEVELING    3  
 KD1033
 KD1033.Superseded values are not recommended for survey control.
 KD1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1033.See file dsdata.txt to determine how the superseded data were derived.
 KD1033
 KD1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE5538700243(NAD 83)
 KD1033_MARKER: DS = TRIANGULATION STATION DISK
 KD1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1033
 KD1033  HISTORY     - Date     Condition        Report By
 KD1033  HISTORY     - 1949     MONUMENTED       CGS
 KD1033  HISTORY     - 1966     GOOD             CGS
 KD1033  HISTORY     - 1968     GOOD             USGS
 KD1033  HISTORY     - 1968     GOOD             CGS
 KD1033
 KD1033                          STATION DESCRIPTION
 KD1033
 KD1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1033'THE STATION IS LOCATED ABOUT 6.5 MILES EAST-NORTHEAST OF MACON,
 KD1033'1.5 MILES WEST OF THE VILLAGE OF ANABEL, IN A VACANT FARM YARD
 KD1033'ALONG THE SOUTH SIDE OF U.S. HIGHWAY 36.  IT IS 61 FEET SOUTH OF
 KD1033'THE CENTERLINE OF THE HIGHWAY, 62 FEET WEST OF THE NORTHWEST
 KD1033'CORNER OF THE SMALL ONE ROOM HOUSE, 41 FEET NORTH-NORTHEAST OF
 KD1033'THE NORTHEAST FENCE CORNER OF BARN YARD AND 26 FEET SOUTH OF A
 KD1033'WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 KD1033'GROUND AND THE DISK IS STAMPED ANABEL 1948.
 KD1033'
 KD1033'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 45 FEET
 KD1033'SOUTH OF THE NORTHEAST FENCE CORNER OF BARN YARD AND 1 FOOT
 KD1033'EAST OF THE BARN YARD FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 KD1033'DISK IS STAMPED ANABEL NO 1 1948.
 KD1033'
 KD1033'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, IN THE
 KD1033'FENCELINE AND 37.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 KD1033'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ANABEL NO 2
 KD1033'1948.
 KD1033'
 KD1033'AZIMUTH MARK IS ABOUT 0.4 MILE WEST-NORTHWEST OF THE STATION, 27
 KD1033'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET EAST OF
 KD1033'A WITNESS POST, 2 FEET SOUTH OF THE FENCE AND 1 FOOT SOUTH OF A
 KD1033'POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 KD1033'STAMPED ANABEL 1948.
 KD1033'
 KD1033'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 36 AND 63, IN THE
 KD1033'NORTHEAST EDGE OF MACON, GO EAST ON HIGHWAY 36 FOR 4.6 MILES TO
 KD1033'CROSSROADS WHERE COUNTY ROUTE K LEADS NORTH, CONTINUE EAST ON
 KD1033'HIGHWAY 36 1.25 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 KD1033'0.4 MILE TO A SMALL ONE ROOM HOUSE ON THE RIGHT AND THE STATION AS
 KD1033'DESCRIBED.
 KD1033'
 KD1033'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1033
 KD1033                          STATION RECOVERY (1966)
 KD1033
 KD1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1033'THE STATION SURFACE MARK WAS FOUND RESET IN A DIFFERENT LOCATION.
 KD1033'THE UNDERGROUND MARK AND REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 KD1033'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 KD1033'WAS FOUND DESTROYED.  REFERENCE MARK NO. 1 WAS IN A CULTIVATED
 KD1033'FIELD AND THIS MARK WAS RESET AT THE REQUEST OF THE PROPERTY
 KD1033'OWNER.
 KD1033'
 KD1033'THE UNDERGROUND MARK WAS LOWERED, A NEW SURFACE MARK, REFERENCE
 KD1033'MARK NO. 3, AND REFERENCE MARK NO. 4 WERE SET.
 KD1033'
 KD1033'FOLLOWING IS A NEW DESCRIPTION.
 KD1033'
 KD1033'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 63
 KD1033'AT THE NORTH EDGE OF MACON, GO EAST ON U.S. HIGHWAY 36 FOR
 KD1033'4.5 MILES TO THE JUNCTION OF COUNTY ROAD K.  CONTINUE EAST ON
 KD1033'U.S. HIGHWAY 36 FOR 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 KD1033'CONTINUE EAST ON U.S. HIGHWAY 36 FOR 0.4 MILE TO A FIELD
 KD1033'ENTRANCE AND THE STATION ON THE RIGHT.
 KD1033'
 KD1033'STATION MARKS ARE STANDARD DISK STAMPED ANABEL 1949 1966.  THE
 KD1033'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 14
 KD1033'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 61 FEET SOUTH OF THE
 KD1033'CENTERLINE OF U.S. HIGHWAY 36, 28 FEET WEST-NORTHWEST OF THE
 KD1033'CENTER OF A DOOR ON THE NORTH SIDE OF A GRANARY, AND 23 FEET
 KD1033'NORTHWEST OF POWERLINE POLE WITH A TRANSFORMER.  THE UNDERGROUND
 KD1033'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 KD1033'THE SURFACE OF THE GROUND.
 KD1033'
 KD1033'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ANABEL 1949 NO.3
 KD1033'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KD1033'2 INCHES.  IT IS 5 FEET SOUTHWEST OF THE GRANARY, AND 3.5 FEET
 KD1033'NORTHWEST OF THE POWERLINE POLE WITH THE TRANSFORMER.
 KD1033'
 KD1033'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ANABEL 1949 NO. 4
 KD1033'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 KD1033'INCHES.  IT IS 37 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 36
 KD1033'AND 1 FOOT EAST OF A METAL WITNESS POST.
 KD1033'
 KD1033'AZIMUTH MARK, A STANDARD DISK STAMPED ANABEL 1949, IS SET IN THE
 KD1033'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 KD1033'27 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 36, 2 FEET
 KD1033'SOUTH OF A FENCE AND 1.5 FEET EAST OF A METAL WITNESS POST.
 KD1033'
 KD1033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES WEST
 KD1033'OF ANABEL.
 KD1033
 KD1033                          STATION RECOVERY (1968)
 KD1033
 KD1033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JFS)
 KD1033'ALL MARKS FOUND AS DESCRIBED.
 KD1033'
 KD1033'DIRECTION AND DISTANCE 6.5 MI. NE OF MACON.
 KD1033
 KD1033                          STATION RECOVERY (1968)
 KD1033
 KD1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KD1033'STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND THE
 KD1033'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1966 DESCRIPTION
 KD1033'AND WERE FOUND IN GOOD CONDITION.
 KD1033'
 KD1033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WEST
 KD1033'OF ANABEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0558 ***********************************************************************
 GG0558  DESIGNATION -  ANDERSON
 GG0558  PID         -  GG0558
 GG0558  STATE/COUNTY-  MO/MCDONALD
 GG0558  USGS QUAD   -  ANDERSON (1982)
 GG0558
 GG0558                         *CURRENT SURVEY CONTROL
 GG0558  ___________________________________________________________________
 GG0558* NAD 83(1997)-  36 37 36.37115(N)    094 23 13.49914(W)     ADJUSTED  
 GG0558* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 GG0558  ___________________________________________________________________
 GG0558  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 GG0558  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GG0558
 GG0558  HORZ ORDER  -  THIRD
 GG0558
 GG0558.The horizontal coordinates were established by classical geodetic methods
 GG0558.and adjusted by the National Geodetic Survey in February 2000..
 GG0558
 GG0558.The orthometric height was scaled from a topographic map.
 GG0558
 GG0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0558
 GG0558.The geoid height was determined by GEOID03.
 GG0558
 GG0558;                    North         East     Units Scale Factor Converg.
 GG0558;SPC MO W     -    51,058.906   860,099.242   MT  0.99994243   +0 04 02.5
 GG0558;SPC AR N     -   257,044.760   186,486.986   MT  1.00010149   -1 23 20.5
 GG0558;SPC AR N     -   843,321.02    611,832.72   sFT  1.00010149   -1 23 20.5
 GG0558;UTM  15      - 4,054,365.763   375,978.680   MT  0.99978950   -0 49 39.5
 GG0558
 GG0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0558!SPC MO W     -   0.99994750  x   0.99994243  =   0.99988994
 GG0558!SPC AR N     -   0.99994750  x   1.00010149  =   1.00004899
 GG0558!UTM  15      -   0.99994750  x   0.99978950  =   0.99973701
 GG0558
 GG0558|---------------------------------------------------------------------|
 GG0558| PID    Reference Object                     Distance      Geod. Az  |
 GG0558|                                                           dddmmss.s |
 GG0558| CI0063 ANDERSON RM 1                        30.154 METERS 11820     |
 GG0558| GG0554 MCDONALD RM 3                       APPROX. 6.8 KM 1183655.9 |
 GG0558| CI0065 ANDERSON RM 3                       128.321 METERS 12715     |
 GG0558| CI0064 ANDERSON RM 2                        26.313 METERS 20035     |
 GG0558|---------------------------------------------------------------------|
 GG0558
 GG0558                          SUPERSEDED SURVEY CONTROL
 GG0558
 GG0558  NAD 83(1997)-  36 37 36.37123(N)    094 23 13.49919(W) AD(       ) 3
 GG0558  NAD 83(1997)-  36 37 36.37345(N)    094 23 13.49989(W) AD(       ) 3
 GG0558  NAD 83(1997)-  36 37 36.38420(N)    094 23 13.50256(W) AD(       ) 3
 GG0558  NAD 83(1986)-  36 37 36.38603(N)    094 23 13.50171(W) AD(       ) 3
 GG0558  NAD 27      -  36 37 36.12290(N)    094 23 12.73090(W) AD(       ) 3
 GG0558
 GG0558.Superseded values are not recommended for survey control.
 GG0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0558.See file dsdata.txt to determine how the superseded data were derived.
 GG0558
 GG0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7597954366(NAD 83)
 GG0558_MARKER: DS = TRIANGULATION STATION DISK
 GG0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0558_STAMPING: ANDERSON 1961
 GG0558_MARK LOGO: CGS   
 GG0558_PROJECTION: FLUSH
 GG0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0558+STABILITY: SURFACE MOTION
 GG0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0558+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 GG0558
 GG0558  HISTORY     - Date     Condition        Report By
 GG0558  HISTORY     - 1961     MONUMENTED       CGS
 GG0558  HISTORY     - 1990     GOOD             USPSQD
 GG0558  HISTORY     - 19941003 GOOD             MOHC
 GG0558  HISTORY     - 20050308 GOOD             GEOCAC
 GG0558
 GG0558                          STATION DESCRIPTION
 GG0558
 GG0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0558'ABOUT 4 MILES NORTHEAST OF ANDERSON, ABOUT 2-1/4 MILES NORTH
 GG0558'OF PINEVILLE, IN THE NORTHWEST 1/4 OF SEC. 22, T. 22 N.
 GG0558'R. 32 W., AND ON THE PROPERTY OF MR. ALLEN STANCELL.  IT IS
 GG0558'17 FEET SOUTHEAST OF A WITNESS POST, 14 FEET SOUTH OF A WIRE
 GG0558'FENCE, 27 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD,
 GG0558'31 FEET SOUTHEAST OF A 30 INCH OAK TREE, 34 FEET NORTHEAST OF A
 GG0558'A CATTLE GUARD AND 463 FEET NORTHWEST OF THE SOUTHWEST CORNER
 GG0558'OF A BARN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GG0558'ANDERSON 1961.
 GG0558'
 GG0558'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 GG0558'HIGHWAY 76 IN THE NORTHEAST EDGE OF ANDERSON, GO SOUTHEAST
 GG0558'AND EASTERLY ON STATE HIGHWAY 76 FOR 2.9 MILES TO A ROAD
 GG0558'FORK.  TAKE THE RIGHT FORK AND GO SOUTHEASTERLY ON A GRAVELED
 GG0558'ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 GG0558'WEST AND SOUTHERLY ON A NARROW CROOKED GRAVELED ROAD FOR 1.35
 GG0558'MILES TO THE STATION ON THE LEFT AT THE TOP OF A HILL.
 GG0558'
 GG0558'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE AND 59 FEET
 GG0558'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT
 GG0558'PROJECTS 2 INCHES AND THE DISK IS STAMPED ANDERSON NO 1 1961.
 GG0558'
 GG0558'REFERENCE MARK 2 IS 15 FEET EAST OF A 10 INCH OAK TREE, 36
 GG0558'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 42 FEET
 GG0558'NORTHWEST OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE
 GG0558'DISK IS STAMPED ANDERSON NO 2 1961.
 GG0558'
 GG0558'REFERENCE MARK 3 IS 1 FOOT WEST OF A BOARD FENCE, 5 FEET SOUTH OF
 GG0558'WITNESS POST, 42 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 GG0558'A BARN AND 67 FEET SOUTH OF A FENCE CORNER.  THE MONUMENT
 GG0558'IS FLUSH AND THE DISK IS STAMPED ANDERSON NO 3 1961.
 GG0558'
 GG0558'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE
 GG0558'FOUND.  A REFERENCE MARK 3 WAS ESTABLISHED AND THE DIRECTION
 GG0558'DETERMINED BY PRECISE METHODS.
 GG0558'
 GG0558'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GG0558
 GG0558                          STATION RECOVERY (1990)
 GG0558
 GG0558'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 GG0558'RECOVERED IN GOOD CONDITION.
 GG0558
 GG0558                          STATION RECOVERY (1994)
 GG0558
 GG0558'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1994 (RSP)
 GG0558'RECOVERED AS DESCRIBED.
 GG0558
 GG0558                          STATION RECOVERY (2005)
 GG0558
 GG0558'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GG0558'STATION ONLY.
 GG0558'COULD NOT LOCATE REFERENCE MARKS 1,2 OR 3 THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2570 ***********************************************************************
 JD2570  DESIGNATION -  ANDERSON
 JD2570  PID         -  JD2570
 JD2570  STATE/COUNTY-  MO/CAMDEN
 JD2570  USGS QUAD   -  CAMDENTON (1983)
 JD2570
 JD2570                         *CURRENT SURVEY CONTROL
 JD2570  ___________________________________________________________________
 JD2570* NAD 83(1997)-  38 04 13.03297(N)    092 41 28.73738(W)     ADJUSTED  
 JD2570* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 JD2570  ___________________________________________________________________
 JD2570  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 JD2570  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JD2570
 JD2570  HORZ ORDER  -  FIRST
 JD2570
 JD2570.The horizontal coordinates were established by classical geodetic methods
 JD2570.and adjusted by the National Geodetic Survey in February 2000..
 JD2570
 JD2570.The orthometric height was scaled from a topographic map.
 JD2570
 JD2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2570
 JD2570.The geoid height was determined by GEOID03.
 JD2570
 JD2570;                    North         East     Units Scale Factor Converg.
 JD2570;SPC MO C     -   248,250.639   483,213.413   MT  0.99993680   -0 07 04.7
 JD2570;UTM  15      - 4,213,658.523   527,075.780   MT  0.99960903   +0 11 25.2
 JD2570
 JD2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2570!SPC MO C     -   0.99996055  x   0.99993680  =   0.99989735
 JD2570!UTM  15      -   0.99996055  x   0.99960903  =   0.99956959
 JD2570
 JD2570|---------------------------------------------------------------------|
 JD2570| PID    Reference Object                     Distance      Geod. Az  |
 JD2570|                                                           dddmmss.s |
 JD2570| JD0200 R 29=TTS 941.364                    186.443 METERS 00308     |
 JD2570| CN5536 ANDERSON AZ MK                                     0063641.8 |
 JD2570| CN5537 ANDERSON RM 1                        29.890 METERS 08413     |
 JD2570| CN5538 ANDERSON RM 2                        28.224 METERS 16307     |
 JD2570|---------------------------------------------------------------------|
 JD2570
 JD2570                          SUPERSEDED SURVEY CONTROL
 JD2570
 JD2570  NAD 83(1986)-  38 04 13.04372(N)    092 41 28.73784(W) AD(       ) 1
 JD2570  NAD 27      -  38 04 12.92300(N)    092 41 28.07200(W) AD(       ) 1
 JD2570
 JD2570.Superseded values are not recommended for survey control.
 JD2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2570.See file dsdata.txt to determine how the superseded data were derived.
 JD2570
 JD2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2707613659(NAD 83)
 JD2570_MARKER: DS = TRIANGULATION STATION DISK
 JD2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2570
 JD2570  HISTORY     - Date     Condition        Report By
 JD2570  HISTORY     - 1947     MONUMENTED       CGS
 JD2570  HISTORY     - 1959     MARK NOT FOUND   USGS
 JD2570
 JD2570                          STATION DESCRIPTION
 JD2570
 JD2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2570'THE STATION IS LOCATED ABOUT 2 AND 1/2 MILES NORTH AND 1 MILE
 JD2570'EAST OF LINN CREEK ON THE WEST SIDE OF U.S. HIGHWAY 54.  IT IS 57
 JD2570'FEET WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 54, 29
 JD2570'FEET NORTH-NORTHEAST OF AN 18 INCH OAK WITH TRIANGLE BLAZE, 26
 JD2570'FEET NORTH-NORTHWEST OF BELL TELEPHONE POLE NO. 30 AND 6 FEET
 JD2570'WEST OF A WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND
 JD2570'THE DISK IS STAMPED ANDERSON 1947.
 JD2570'
 JD2570'REFERENCE MARK NO. 1 IS 98.06 FEET EAST OF THE STATION AND 31
 JD2570'FEET EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 54.
 JD2570'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 JD2570'ANDERSON 1947 NO. 1.
 JD2570'
 JD2570'REFERENCE MARK NO. 2 IS 92.60 FEET SOUTH OF THE STATION AND 49
 JD2570'FEET WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 54.
 JD2570'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ANDERSON
 JD2570'1947 NO 2.
 JD2570'
 JD2570'THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF THE STATION, 42
 JD2570'FEET EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 54 AND
 JD2570'2.6 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS ABOUT 8
 JD2570'INCHES AND THE DISK IS STAMPED ANDERSON 1947.
 JD2570'
 JD2570'TO REACH THE STATION FROM THE POST OFFICE IN LINN CREEK GO
 JD2570'NORTHEASTERLY ON U.S. HIGHWAY 54 FOR 3.1 MILES TO STATION ON LEFT
 JD2570'AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION CONTINUE
 JD2570'NORTH ON U.S. HIGHWAY 54 FOR 0.25 MILE TO MARK ON RIGHT AS
 JD2570'DESCRIBED.
 JD2570'
 JD2570'A TRAVERSE CONNECTION WAS MADE TO BM R29 1932 (USGS) WHICH
 JD2570'IS AT NORTHWEST POINT OF INTERSECTION OF U.S. HIGHWAY 54 AND
 JD2570'A GRAVELED ROAD.  IT IS ABOUT 0.1 MILE NORTH OF THE STATION,
 JD2570'48 FEET WEST-NORTHWEST OF WEST INTERSECTION OF U.S. HIGHWAY 54
 JD2570'AND GRAVELED ROAD AND 8 FEET EAST OF A POWER POLE.  THE MARK
 JD2570'IS A STANDARD USGS DISK SET IN THE TOP OF AN 8 BY 8 INCH
 JD2570'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.  IT IS STAMPED
 JD2570'R29 1932.  THE DISK IS PARTIALLY DEFACED, APPARENTLY BY HAMMER
 JD2570'BLOWS, BUT IS LEGIBLE AND IN PLACE.  THE DISTANCE WAS 186.450
 JD2570'METERS 611.71 FEET.
 JD2570'
 JD2570'OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
 JD2570'
 JD2570'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2570
 JD2570                          STATION RECOVERY (1959)
 JD2570
 JD2570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JD2570'STATION NOT FOUND.  STATION AND REFERENCE MARKS BELIEVED
 JD2570'DESTROYED BY HIGHWAY CONSTRUCTION.
 JD2570'
 JD2570'THE AZIMUTH MARK AND TT R 29 (USGS) ARE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0709 ***********************************************************************
 GG0709  DESIGNATION -  ANDERSON PUMP STA GULF REF TK
 GG0709  PID         -  GG0709
 GG0709  STATE/COUNTY-  MO/MCDONALD
 GG0709  USGS QUAD   -  SOUTH WEST CITY (1973)
 GG0709
 GG0709                         *CURRENT SURVEY CONTROL
 GG0709  ___________________________________________________________________
 GG0709* NAD 83(1997)-  36 37 22.92199(N)    094 31 07.73014(W)     ADJUSTED  
 GG0709* NAVD 88     -                                                        
 GG0709  ___________________________________________________________________
 GG0709  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 GG0709  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GG0709
 GG0709  HORZ ORDER  -  THIRD
 GG0709
 GG0709.The horizontal coordinates were established by classical geodetic methods
 GG0709.and adjusted by the National Geodetic Survey in February 2000..
 GG0709
 GG0709
 GG0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0709
 GG0709.The geoid height was determined by GEOID03.
 GG0709
 GG0709;                    North         East     Units Scale Factor Converg.
 GG0709;SPC MO W     -    50,638.585   848,317.209   MT  0.99994121   -0 00 40.4
 GG0709;UTM  15      - 4,054,129.557   364,193.093   MT  0.99982723   -0 54 22.3
 GG0709
 GG0709                          SUPERSEDED SURVEY CONTROL
 GG0709
 GG0709  NAD 83(1997)-  36 37 22.92212(N)    094 31 07.73023(W) AD(       ) 4
 GG0709  NAD 83(1997)-  36 37 22.92574(N)    094 31 07.72902(W) AD(       ) 4
 GG0709  NAD 83(1997)-  36 37 22.93522(N)    094 31 07.73146(W) AD(       ) 4
 GG0709  NAD 83(1986)-  36 37 22.93804(N)    094 31 07.73323(W) AD(       ) 4
 GG0709  NAD 27      -  36 37 22.68000(N)    094 31 06.95000(W) AD(       ) 3
 GG0709
 GG0709.Superseded values are not recommended for survey control.
 GG0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0709.See file dsdata.txt to determine how the superseded data were derived.
 GG0709
 GG0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6419354130(NAD 83)
 GG0709_MARKER: 53 = ELEVATED TANK
 GG0709
 GG0709  HISTORY     - Date     Condition        Report By
 GG0709  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0709
 GG0709                          STATION DESCRIPTION
 GG0709
 GG0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0709'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK
 GG0709'AT THE ANDERSON PUMP STATION OF THE GULF REFINING COMPANY,
 GG0709'PIPE LINE.  IT IS A SMALL STEEL TANK WITH ROUND BOTTOM AND
 GG0709'CONICAL TOP AND HAS A BALL AT THE TIP.  IT IS SUPPORTED
 GG0709'BY 4 ANGLE SECTION STEEL LEGS AND HAS A 30-INCH DIAMETER
 GG0709'FEED PIPE.  IT IS PAINTED SILVER AND HAS A LARGE ROUND ORANGE
 GG0709'DISK ON THE E SIDE WITH THE LETTERS GULF ON THE DISK.  IT IS
 GG0709'ABOUT 75 FEET HIGH AND IS VERY PROMINENT.  IT WAS ERECTED
 GG0709'IN 1930.
 GG0709'
 GG0709'THE TANK IS ABOUT 4-1/2 MILES SW OF ANDERSON, ABOUT 5 MILES
 GG0709'NW OF LANAGAN, AND ABOUT 9 MILES NE OF SW CITY, IN THE SE
 GG0709'1/4 OF A SEC. 20, T 22 N, R 33 W, ABOUT 100 FEET S OF A
 GG0709'ROAD, ABOUT 250 FEET NW OF A LARGE BRICK BUILDING WHICH IS
 GG0709'THE POWER PLANT AND PUMP HOUSE AND ABOUT 500 FEET NNE OF A
 GG0709'LARGE OIL STORAGE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1559 ***********************************************************************
 KE1559  DESIGNATION -  ANDREW CO PWSD 1 STANDPIPE
 KE1559  PID         -  KE1559
 KE1559  STATE/COUNTY-  MO/ANDREW
 KE1559  USGS QUAD   -  AMAZONIA (1972)
 KE1559
 KE1559                         *CURRENT SURVEY CONTROL
 KE1559  ___________________________________________________________________
 KE1559* NAD 83(1997)-  39 52 50.85363(N)    094 56 20.80498(W)     ADJUSTED  
 KE1559* NAVD 88     -                                                        
 KE1559  ___________________________________________________________________
 KE1559  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 KE1559  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KE1559
 KE1559  HORZ ORDER  -  THIRD
 KE1559
 KE1559.The horizontal coordinates were established by classical geodetic methods
 KE1559.and adjusted by the National Geodetic Survey in February 2000..
 KE1559
 KE1559
 KE1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1559
 KE1559.The geoid height was determined by GEOID03.
 KE1559
 KE1559;                    North         East     Units Scale Factor Converg.
 KE1559;SPC MO W     -   412,324.969   812,439.510   MT  0.99995854   -0 16 53.6
 KE1559;UTM  15      - 4,416,326.017   334,184.775   MT  0.99993849   -1 14 37.1
 KE1559
 KE1559                          SUPERSEDED SURVEY CONTROL
 KE1559
 KE1559  NAD 83(1997)-  39 52 50.85363(N)    094 56 20.80501(W) AD(       ) 4
 KE1559  NAD 83(1997)-  39 52 50.85362(N)    094 56 20.80499(W) AD(       ) 4
 KE1559  NAD 83(1986)-  39 52 50.85608(N)    094 56 20.80221(W) AD(       ) 4
 KE1559  NAD 27      -  39 52 50.88378(N)    094 56 19.90281(W) AD(       ) 3
 KE1559
 KE1559.Superseded values are not recommended for survey control.
 KE1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1559.See file dsdata.txt to determine how the superseded data were derived.
 KE1559
 KE1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE3418516326(NAD 83)
 KE1559_MARKER: 52 = STANDPIPE TANK
 KE1559
 KE1559  HISTORY     - Date     Condition        Report By
 KE1559  HISTORY     - 1974     FIRST OBSERVED   USE
 KE1559
 KE1559                          STATION DESCRIPTION
 KE1559
 KE1559'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0607 ***********************************************************************
 KC0607  DESIGNATION -  ANNADA
 KC0607  PID         -  KC0607
 KC0607  STATE/COUNTY-  MO/PIKE
 KC0607  USGS QUAD   -  ANNADA (1993)
 KC0607
 KC0607                         *CURRENT SURVEY CONTROL
 KC0607  ___________________________________________________________________
 KC0607* NAD 83(1997)-  39 15 15.75689(N)    090 49 38.69060(W)     ADJUSTED  
 KC0607* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 KC0607  ___________________________________________________________________
 KC0607  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 KC0607  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KC0607
 KC0607  HORZ ORDER  -  FIRST
 KC0607
 KC0607.The horizontal coordinates were established by classical geodetic methods
 KC0607.and adjusted by the National Geodetic Survey in February 2000..
 KC0607
 KC0607.The orthometric height was scaled from a topographic map.
 KC0607
 KC0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0607
 KC0607.The geoid height was determined by GEOID03.
 KC0607
 KC0607;                    North         East     Units Scale Factor Converg.
 KC0607;SPC MO E     -   379,720.395   221,740.988   MT  0.99994316   -0 12 25.8
 KC0607;SPC IL W     -   287,416.098   642,970.444   MT  0.99998121   -0 25 05.2
 KC0607;SPC IL W     -   942,964.31  2,109,478.87   sFT  0.99998121   -0 25 05.2
 KC0607;UTM  15      - 4,347,255.222   687,461.599   MT  1.00003271   +1 22 30.5
 KC0607
 KC0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0607!SPC MO E     -   0.99997917  x   0.99994316  =   0.99992233
 KC0607!SPC IL W     -   0.99997917  x   0.99998121  =   0.99996038
 KC0607!UTM  15      -   0.99997917  x   1.00003271  =   1.00001187
 KC0607
 KC0607|---------------------------------------------------------------------|
 KC0607| PID    Reference Object                     Distance      Geod. Az  |
 KC0607|                                                           dddmmss.s |
 KC0607| KC0606 SALTPETER                            39.460 METERS 09440     |
 KC0607| KC0608 LA RUE                              APPROX.15.5 KM 3291948.1 |
 KC0607| CL8812 ANNADA RM 1                          35.050 METERS 33522     |
 KC0607|---------------------------------------------------------------------|
 KC0607
 KC0607                          SUPERSEDED SURVEY CONTROL
 KC0607
 KC0607  NAD 83(1997)-  39 15 15.75678(N)    090 49 38.69043(W) AD(       ) 1
 KC0607  NAD 83(1986)-  39 15 15.76310(N)    090 49 38.68689(W) AD(       ) 1
 KC0607  NAD 27      -  39 15 15.59400(N)    090 49 38.23200(W) AD(       ) 1
 KC0607
 KC0607.Superseded values are not recommended for survey control.
 KC0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0607.See file dsdata.txt to determine how the superseded data were derived.
 KC0607
 KC0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD8746247255(NAD 83)
 KC0607_MARKER: DS = TRIANGULATION STATION DISK
 KC0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0607
 KC0607  HISTORY     - Date     Condition        Report By
 KC0607  HISTORY     - 1931     MONUMENTED       CGS
 KC0607  HISTORY     - 1973     GOOD             LOCENG
 KC0607  HISTORY     - 1975     GOOD             LOCENG
 KC0607
 KC0607                          STATION DESCRIPTION
 KC0607
 KC0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0607'ON HIGH AND PROMINENT ROCKY BLUFF OVERLOOKING RIVER BOTTOM KNOWN
 KC0607'AS SALTPETER BLUFF, ABOUT 7 MILES NORTH OF ELSBERRY, ONE-HALF
 KC0607'MILE SOUTH OF ANNADA, ON LAND OWNED BY MRS. RICHARDS, ON
 KC0607'EXTREME END OF BLUFF WHICH IS COVERED WITH HARDWOOD ABOUT 50 FEET
 KC0607'IN HEIGHT.  TO REACH FROM POST OFFICE AT ANNADA, GO WEST 0.5 MILE
 KC0607'ON GRAVEL PAYNESVILLE ROAD TO CROSSROADS, GO SOUTH ON DIRT ROAD
 KC0607'ONE-FOURTH MILE TO FORD, CROSS FORD, TURN LEFT ONTO DIRT LANE,
 KC0607'AND CONTINUE EAST AND SOUTH THREE-FOURTHS MILE TO ITS END AT
 KC0607'A.E. HOWDESHELLS HOUSE, AT END OF TRUCK TRAVEL.  FOLLOW FARM
 KC0607'ROAD SOUTH ABOUT ONE-HALF MILE UP STEEP GRADE TO FIELD ON
 KC0607'TOP OF RIDGE, AND CONTINUE EAST ALONG CREST OF RIDGE ABOUT
 KC0607'ONE-HALF MILE TO STATION SITE.  SURFACE AND UNDERGROUND MARKS
 KC0607'ARE STANDARD DISK STATION MARKS IN CONCRETE.
 KC0607'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 KC0607'7 FEET SOUTHWEST OF 12-INCH MAPLE TREE, AND 35.05
 KC0607'METERS (115.0 FEET) FROM STATION N 24 DEG 18 MIN W.
 KC0607'STATION SALTPETER (M.R.C.) (SEE DESCRIPTION THEREOF) IS
 KC0607'39.46 METERS (129.5 FEET) FROM STATION.
 KC0607
 KC0607                          STATION RECOVERY (1973)
 KC0607
 KC0607'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RWB)
 KC0607'ANNADA 1931 RECOVERED EXCELLENT.
 KC0607
 KC0607                          STATION RECOVERY (1975)
 KC0607
 KC0607'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TAO)
 KC0607'ANNADA 1931 RECOVERED GOOD.  SEE ATTACHED DESCRIPTION.
 KC0607'
 KC0607'FROM VILLAGE OF ANNADA AT JUNCTION OF ROUTE 79 AND PAYNESVILLE ROAD,
 KC0607'TRAVEL SOUTH ON 79 FOR 1.8 MILES.  TURN RIGHT ON GRAVEL ROAD AND GO
 KC0607'1.5 MILES TO ANOTHER GRAVEL ROAD OFF TO RIGHT.  TURN RIGHT.  AFTER
 KC0607'0.5 MILES TAKE LEFT FORK, AFTER ANOTHER 0.3 MILES TAKE RIGHT FORK.
 KC0607'FOLLOW TO END OF ROAD, 1.8 MILES TO TRAILER HOUSE IN CLEARING.
 KC0607'ABOUT 65 YARDS BEFORE REACHING HOUSE WALK ABOUT 45 YARDS, OFF LEFT
 KC0607'OF ROAD TO TOP OF HILL WEST OF INDIAN MOUND.  STATION ANNADA IS IN
 KC0607'CLEARED SECTION, THREE WHITE OAKS SURROUNDING STATION HAVE BEEN
 KC0607'BLAZED.
 KC0607'
 KC0607'SALTPETER IS ABOUT 130 FEET EAST OF ANNADA IN CLEAR VIEW.
 KC0607'
 KC0607'THIS ROUTE NECESSITATES GOING THROUGH TWO LOCKED GATES.  JOE
 KC0607'WHITMORE, THE MAYOR OF ANNADA HAS A KEY.
 KC0607'
 KC0607'THE ROUTE DESCRIBED IN USGS HORIZONTAL CONTROL BOOK ALSO APPLIES WITH
 KC0607'FOLLOWING CHANGES.
 KC0607'
 KC0607'1.  LAND IS OWNED BY JOE WHITMORE.
 KC0607'2.  PAYNESVILLE ROAD IS PAVED.
 KC0607'3.  HOWDESHELLS HOUSE IS NOW ON PROPERTY OF NUDIST COLONY.
 KC0607'4.  DISTANCE ALONG CREST OF RIDGE IS 0.6 MILES.
 KC0607'
 KC0607'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF ANNADA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1597 ***********************************************************************
 GD1597  DESIGNATION -  ANNISTON
 GD1597  PID         -  GD1597
 GD1597  STATE/COUNTY-  MO/MISSISSIPPI
 GD1597  USGS QUAD   -  ANNISTON (1969)
 GD1597
 GD1597                         *CURRENT SURVEY CONTROL
 GD1597  ___________________________________________________________________
 GD1597* NAD 83(1997)-  36 49 35.70196(N)    089 19 42.54786(W)     ADJUSTED  
 GD1597* NAVD 88     -        95.2    (meters)     312.     (feet)  GPS OBS   
 GD1597  ___________________________________________________________________
 GD1597  X           -      59,907.353 (meters)                     COMP
 GD1597  Y           -  -5,111,254.354 (meters)                     COMP
 GD1597  Z           -   3,802,046.051 (meters)                     COMP
 GD1597  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 GD1597  ELLIP HEIGHT-          67.00  (meters)          (02/17/00) GPS OBS
 GD1597  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD1597
 GD1597  HORZ ORDER  -  SECOND
 GD1597  ELLP ORDER  -  FOURTH    CLASS I
 GD1597
 GD1597.The horizontal coordinates were established by classical geodetic methods
 GD1597.and adjusted by the National Geodetic Survey in February 2000..
 GD1597
 GD1597.The orthometric height was determined by GPS observations and a
 GD1597.high-resolution geoid model.
 GD1597
 GD1597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1597
 GD1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1597
 GD1597.The ellipsoidal height was determined by GPS observations
 GD1597.and is referenced to NAD 83.
 GD1597
 GD1597.The geoid height was determined by GEOID03.
 GD1597
 GD1597;                    North         East     Units Scale Factor Converg.
 GD1597;SPC MO E     -   110,849.308   354,509.902   MT  1.00006785   +0 42 08.1
 GD1597;UTM  16      - 4,078,165.125   292,334.727   MT  1.00013131   -1 23 46.3
 GD1597
 GD1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1597!SPC MO E     -   0.99998949  x   1.00006785  =   1.00005733
 GD1597!UTM  16      -   0.99998949  x   1.00013131  =   1.00012079
 GD1597
 GD1597|---------------------------------------------------------------------|
 GD1597| PID    Reference Object                     Distance      Geod. Az  |
 GD1597|                                                           dddmmss.s |
 GD1597| GD1934 ANNISTON RM 1                        28.622 METERS 06238     |
 GD1597| GD1935 ANNISTON RM 3                        18.685 METERS 20634     |
 GD1597| CG3134 ANNISTON RM 2                        41.499 METERS 21841     |
 GD1597| GD1936 ANNISTON AZ MK                                     2734303.9 |
 GD1597|---------------------------------------------------------------------|
 GD1597
 GD1597                          SUPERSEDED SURVEY CONTROL
 GD1597
 GD1597  NAD 83(1997)-  36 49 35.70196(N)    089 19 42.54754(W) AD(       ) 2
 GD1597  NAD 83(1997)-  36 49 35.70255(N)    089 19 42.54738(W) AD(       ) 2
 GD1597  NAD 83(1997)-  36 49 35.71260(N)    089 19 42.54452(W) AD(       ) 2
 GD1597  NAD 83(1986)-  36 49 35.71536(N)    089 19 42.55093(W) AD(       ) 2
 GD1597  NAD 27      -  36 49 35.52120(N)    089 19 42.28900(W) AD(       ) 2
 GD1597  NGVD 29 (05/28/98)   95.2    (m)          312.     (f) GPS OBS        
 GD1597
 GD1597.Superseded values are not recommended for survey control.
 GD1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1597.See file dsdata.txt to determine how the superseded data were derived.
 GD1597
 GD1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9233578165(NAD 83)
 GD1597_MARKER: DS = TRIANGULATION STATION DISK
 GD1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1597_SP_SET: CONCRETE POST
 GD1597_STAMPING: ANNISTON 1955
 GD1597_MARK LOGO: CGS   
 GD1597_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1597+STABILITY: SURFACE MOTION
 GD1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1597+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD1597
 GD1597  HISTORY     - Date     Condition        Report By
 GD1597  HISTORY     - 1955     MONUMENTED       CGS
 GD1597  HISTORY     - 1955     GOOD             CGS
 GD1597  HISTORY     - 1970     GOOD             NGS
 GD1597  HISTORY     - 1977     GOOD             NGS
 GD1597  HISTORY     - 19910312 GOOD             NGS
 GD1597  HISTORY     - 20020813 GOOD             USACE
 GD1597
 GD1597                          STATION DESCRIPTION
 GD1597
 GD1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1597'STATION IS LOCATED IN THE NORTHWEST EDGE OF THE VILLAGE OF ANNISTON,
 GD1597'ON THE EAST EDGE OF THE ANNISTON HIGH SCHOOL GROUNDS AND ABOUT THE
 GD1597'CENTER OF SEC. 9, T 25 N., R 16 E.
 GD1597'
 GD1597'TO REACH FROM THE POST OFFICE IN ANNISTON, DRIVE NORTH ON STATE
 GD1597'HIGHWAY 55 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 GD1597'
 GD1597'SURFACE STATION MARK IS A STANDARD STATION MARK DISK SET IN THE TOP
 GD1597'OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND FLUSH WITH THE
 GD1597'SURFACE OF THE GROUND.  THE MARK, STAMPED ANNISTON 1955, IS 56 FEET
 GD1597'WEST OF THE CENTER OF STATE HIGHWAY 55 AND 67.6 FEET
 GD1597'NORTH-NORTHWEST OF THE EAST END OF THE EAST-WEST SIDEWALK WHICH
 GD1597'LEADS TO THE HIGH SCHOOL BUILDING.
 GD1597'
 GD1597'UNDERGROUND STATION MARK IS A STANDARD STATION MARK DISK SET IN THE
 GD1597'CENTER OF A MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 GD1597'GROUND, ITS CENTER BEING PLUMB WITH THE CENTER OF THE SURFACE
 GD1597'STATION MARK.  THE DISK IS STAMPED ANNISTON 1955.
 GD1597'
 GD1597'REFERENCE MARK 1, STAMPED ANNISTON NO 1 1955, IS A STANDARD REFERENCE
 GD1597'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 GD1597'SQUARE. THE TOP OF THE MARK IS 3 INCHES BELOW THE SURFACE OF THE
 GD1597'GROUND.  IT IS LOCATED 29.6 FEET EAST OF THE CENTER OF STATE
 GD1597'HIGHWAY 55, 57.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GD1597'ANNISTON METHODIST CHURCH BUILDING, 4 FEET EAST OF THE CENTER OF
 GD1597'THE NORTH-SOUTH SIDEWALK AND 1.5 FEET SOUTH OF A FENCE CORNER.
 GD1597'
 GD1597'REFERENCE MARK 2, STAMPED ANNISTON NO 2 1955, IS A STANDARD REFERENCE
 GD1597'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 GD1597'SQUARE. THE TOP OF THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF
 GD1597'THE GROUND. IT IS LOCATED 2 FEET NORTH OF THE NORTH BASE OF THE
 GD1597'ANNISTON CHRISTIAN CHURCH BUILDING, 54.2 FEET WEST OF THE
 GD1597'NORTHEAST CORNER OF CHURCH AND 30 FEET EAST OF THE NORTHWEST
 GD1597'CORNER.
 GD1597'
 GD1597'AZIMUTH MARK, STAMPED ANNISTON 1955, IS A STANDARD AZIMUTH MARK DISK
 GD1597'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 GD1597'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 30.6 FEET
 GD1597'NORTH OF THE CENTER OF STATE HIGHWAY 55, 3.6 FEET EAST OF A WHITE
 GD1597'WITNESS POST AND 12 INCHES SOUTH OF AN EAST-WEST FENCE.
 GD1597'
 GD1597'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ON STATE
 GD1597'HIGHWAY 55 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 GD1597'
 GD1597'OBSERVATIONS WERE MADE FROM THE TOP OF A 90 FOOT STEEL TOWER.
 GD1597
 GD1597                          STATION RECOVERY (1955)
 GD1597
 GD1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 GD1597'RECOVERED IN GOOD CONDITION.
 GD1597
 GD1597                          STATION RECOVERY (1970)
 GD1597
 GD1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1597'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 GD1597'FOUND IN GOOD CONDITION.  THE LINE OF SIGHT TO REFERENCE MARK 2 IS
 GD1597'OBSTRUCTED BY A BRICK BUILDING AND THE LINE OF SIGHT TO THE AZIMUTH
 GD1597'MARK IS OBSTRUCTED BY SMALL TREES BUT IS THOUGHT THAT THE MARK
 GD1597'WILL SEE WHEN THE TREES GROW A LITTLE.  B P 13 USE FOUND TO BE
 GD1597'LOOSE IN THE GROUND AND OBSTRUCTED TO THE STATION BY A CHURCH SIGN.
 GD1597'THE DISTANCE TO REFERENCE MARK 1 CHECKED.  A NEW DESCRIPTION
 GD1597'FOLLOWS.
 GD1597'
 GD1597'THE STATION IS LOCATED IN THE NORTH EDGE OF ANNISTON, IN THE
 GD1597'NORTHEAST CORNER OF SCHOOL GROUNDS, MAY BE TURNED OVER TO CITY FOR A
 GD1597'CITY HALL IN THE FUTURE, 65 FEET EAST OF A 40 INCH OAK TREE, 39
 GD1597'FEET NORTHEAST OF THE NORTHEAST CORNER OF BRICK SCHOOL BUILDING, 90
 GD1597'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 75, 55 FEET WEST OF
 GD1597'THE CENTERLINE OF THE HIGHWAY AND 67 FEET SOUTHEAST OF A 16
 GD1597'INCH OAK TREE. MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS
 GD1597'STAMPED ANNISTON 1955.
 GD1597'
 GD1597'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 75 FOR
 GD1597'0.3 MILE TO THE MARK ON THE RIGHT.
 GD1597'
 GD1597'REFERENCE MARK 1 IS 2 FEET SOUTH OF A FENCE CORNER, 58 FEET NORTHWEST
 GD1597'OF THE NORTHWEST CORNER OF THE ANNISTON METHODIST CHURCH, 14 FEET
 GD1597'SOUTHEAST OF A POWER POLE, 1-1/2 FEET SOUTH OF A FENCE AND 5 FEET
 GD1597'EAST OF THE CENTERLINE OF A SIDEWALK.  THE MONUMENT IS 3 INCHES
 GD1597'UNDERGROUND AND THE DISK IS STAMPED ANNISTON NO 1 1955.
 GD1597'
 GD1597'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ANNISTON 1955 NO 3 1970
 GD1597'SET IN A DRILL HOLE IN A CONCRETE SLAB AT THE EAST ENTRANCE TO THE
 GD1597'BRICK BUILDING, 4 FEET EAST OF THE EAST SIDE OF THE BUILDING, 8
 GD1597'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 1 FOOT
 GD1597'NORTH OF THE SOUTH EDGE OF THE SLAB AND 1 FOOT WEST OF THE EAST EDGE
 GD1597'OF THE SLAB.
 GD1597'
 GD1597'THE AZIMUTH MARK IS 120 FEET WEST OF A POWER POLE, 31 FEET NORTH OF
 GD1597'THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF A FENCE AND 1 FOOT
 GD1597'EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND THE
 GD1597'DISK IS STAMPED ANNISTON 1955.
 GD1597'
 GD1597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT ANNISTON.
 GD1597'
 GD1597'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1597
 GD1597                          STATION RECOVERY (1977)
 GD1597
 GD1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1597'STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE
 GD1597'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 GD1597'3 COMPARED FAVORABLY WITH THE 1970 OBSERVATIONS.  HOWEVER, THE
 GD1597'DISTANCE TO REFERENCE MARK 1 DID NOT, BEING 0.04 FOOT LONGER
 GD1597'THAN THE 1970 OBSERVATIONS.  THE DIRECTION BETWEEN THE
 GD1597'REFERENCE MARKS DID NOT COMPARE BY 3 MINUTES, 32 SECONDS.  THE
 GD1597'AZIMUTH MARK IS NOW VISIBLE THROUGH THE TREES THAT WERE
 GD1597'MENTIONED IN THE 1970 DESCRIPTION.  FOLLOWING IS A NEW
 GD1597'DESCRIPTION.
 GD1597'
 GD1597'STATION IS IN THE NORTH EDGE OF ANNISTON IN SEC 9, R16E,
 GD1597'T25N AND ON PROPERTY OF CHARLIE JONES, WHO LIVES IN
 GD1597'ANNISTON.
 GD1597'
 GD1597'TO REACH THE STATION FROM THE POST OFFICE IN ANNISTON, GO
 GD1597'NORTH ON STATE HIGHWAY 75 FOR 0.15 MILE TO WHERE THE ROAD
 GD1597'TURNS LEFT AND THE STATION ON THE LEFT.
 GD1597'
 GD1597'THE STATION MARK, STAMPED---ANNISTON 1958---, IS A STANDARD
 GD1597'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GD1597'THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 86 FEET
 GD1597'SOUTH OF THE CENTER OF HIGHWAY 75, 55.5 FEET WEST OF THE
 GD1597'CENTER OF THE HIGHWAY AND 39 FEET EAST-NORTHEAST OF THE
 GD1597'NORTHEAST CORNER OF A BRICK BUILDING.
 GD1597'AN UNDERGROUND MARK (AS STATED IN THE 1955 DESCRIPTION)
 GD1597'IS A STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS
 GD1597'OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 GD1597'
 GD1597'REFERENCE MARK 1, STAMPED---ANNISTON NO 1 1955---, IS A STANDARD
 GD1597'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 GD1597'MONUMENT THAT IS 4 INCHES BELOW THE GROUND.  IT IS 14 FEET
 GD1597'SOUTHEAST OF A UTILITY POLE, 7 FEET WEST OF A GUY WIRE AND
 GD1597'4.4 FEET EAST OF THE CENTER OF THE SIDEWALK.
 GD1597'
 GD1597'REFERENCE MARK 3, STAMPED---ANNISTON NO 3 1970---, IS A
 GD1597'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE WALK FOR
 GD1597'THE BRICK BUILDING.  IT IS 8.5 FEET NORTHEAST OF THE SOUTHEAST
 GD1597'CORNER OF THE BRICK BUILDING AND 4 FEET EAST OF THE WEST
 GD1597'WALL OF THE BRICK BUILDING.
 GD1597'
 GD1597'AZIMUTH MARK, STAMPED---ANNISTON 1955---, IS A STANDARD DISK
 GD1597'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 GD1597'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 31 FEET NORTH OF
 GD1597'THE CENTER OF HIGHWAY 75, 2.7 FEET NORTH OF A UTILITY POLE
 GD1597'WITH 3 TRANSFORMERS, 1 FOOT EAST OF A WITNESS POST AND 0.8
 GD1597'FOOT SOUTH OF A FENCE.  TO REACH FROM THE STATION, GO WEST
 GD1597'ON HIGHWAY 75 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 GD1597'
 GD1597'A 1/2-INCH REINFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 GD1597'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 GD1597
 GD1597                          STATION RECOVERY (1991)
 GD1597
 GD1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1597'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) SOUTHEAST OF CHARLESTON,
 GD1597'8.0 KM (4.95 MI) NORTHEAST OF EAST PRAIRIE AND AT THE NORTH EDGE OF
 GD1597'ANNISTON AT THE SITE OF THE OLD ANNISTON SCHOOL BUILDING.  THIS
 GD1597'BUILDING IS NOW A RESTAURANT AND POOL HALL.  OWNERSHIP--JANE BYRD,
 GD1597'401 NORTH LINCOLN STREET, EAST PRAIRIE, MO 63845.  PHONE IS
 GD1597'314-649-2503.
 GD1597'TO REACH THE STATION FROM THE POST OFFICE IN ANNISTON, GO NORTH ON
 GD1597'STATE HIGHWAY 75 FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT,
 GD1597'JUST BEFORE STATE HIGHWAY 75 TURNS TO THE WEST AND IN THE NORTHEAST
 GD1597'PART OF THE LAWN OF A RESTAURANT AND POOL HALL.
 GD1597'THE STATION IS LOCATED 24.4 M (80.1 FT) SOUTH FROM THE CENTERLINE OF
 GD1597'STATE HIGHWAY 75, 18.7 M (61.4 FT) NORTHEAST FROM ANNISTON RM 4, 16.3
 GD1597'M (53.5 FT) WEST FROM THE CENTERLINE OF STATE HIGHWAY 75 AND 11.83 M
 GD1597'(38.81 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE RESTAURANT. THE
 GD1597'STATION IS 14 CM BELOW THE LEVEL OF THE GROUND.
 GD1597'DESCRIBED BY E.J.HANSMANN.
 GD1597
 GD1597                          STATION RECOVERY (2002)
 GD1597
 GD1597'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1597'OLD SCHOOL BUILDING ABANDONED NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1602 ***********************************************************************
 GD1602  DESIGNATION -  ANNISTON MUN TANK
 GD1602  PID         -  GD1602
 GD1602  STATE/COUNTY-  MO/MISSISSIPPI
 GD1602  USGS QUAD   -  ANNISTON (1969)
 GD1602
 GD1602                         *CURRENT SURVEY CONTROL
 GD1602  ___________________________________________________________________
 GD1602* NAD 83(1997)-  36 49 27.71633(N)    089 19 50.80237(W)     ADJUSTED  
 GD1602* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 GD1602  ___________________________________________________________________
 GD1602  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GD1602  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD1602
 GD1602  HORZ ORDER  -  THIRD
 GD1602
 GD1602.The horizontal coordinates were established by classical geodetic methods
 GD1602.and adjusted by the National Geodetic Survey in February 2000..
 GD1602
 GD1602.The orthometric height was scaled from a topographic map.
 GD1602
 GD1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1602
 GD1602.The geoid height was determined by GEOID03.
 GD1602
 GD1602;                    North         East     Units Scale Factor Converg.
 GD1602;SPC MO E     -   110,600.638   354,308.356   MT  1.00006733   +0 42 03.1
 GD1602;UTM  16      - 4,077,923.986   292,124.197   MT  1.00013239   -1 23 50.9
 GD1602
 GD1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1602!SPC MO E     -   0.99998934  x   1.00006733  =   1.00005667
 GD1602!UTM  16      -   0.99998934  x   1.00013239  =   1.00012173
 GD1602
 GD1602                          SUPERSEDED SURVEY CONTROL
 GD1602
 GD1602  NAD 83(1997)-  36 49 27.71630(N)    089 19 50.80177(W) AD(       ) 4
 GD1602  NAD 83(1997)-  36 49 27.71724(N)    089 19 50.80162(W) AD(       ) 4
 GD1602  NAD 83(1997)-  36 49 27.72626(N)    089 19 50.79733(W) AD(       ) 4
 GD1602  NAD 83(1986)-  36 49 27.72897(N)    089 19 50.80504(W) AD(       ) 4
 GD1602  NAD 27      -  36 49 27.53417(N)    089 19 50.54210(W) AD(       ) 3
 GD1602
 GD1602.Superseded values are not recommended for survey control.
 GD1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1602.See file dsdata.txt to determine how the superseded data were derived.
 GD1602
 GD1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9212477924(NAD 83)
 GD1602_MARKER: 53 = ELEVATED TANK
 GD1602
 GD1602  HISTORY     - Date     Condition        Report By
 GD1602  HISTORY     - 1977     FIRST OBSERVED   NGS
 GD1602
 GD1602                          STATION DESCRIPTION
 GD1602
 GD1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1602'THE STATION IS THE APEX OF THE VENT ATOP THE ANNISTON MUNICIPAL
 GD1602'WATER TANK, WHICH IS LOCATED AT THE WEST EDGE OF ANNISTON
 GD1602'AND 87 FEET NORTHWEST OF THE CENTER OF A GRAVELED STREET.  IT
 GD1602'IS A SPHEROIDAL SHAPED TANK, SUPPORTED BY 4 TUBULAR STEEL LEGS
 GD1602'AND IS SILVER IN COLOR WITH THE LEGEND (ANNISTON) PAINTED IN
 GD1602'BLACK LETTERS ON ITS SIDE AND HAS AN OVERALL HEIGHT OF 120
 GD1602'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0877 ***********************************************************************
 HC0877  DESIGNATION -  ANUTT
 HC0877  PID         -  HC0877
 HC0877  STATE/COUNTY-  MO/DENT
 HC0877  USGS QUAD   -  ANUTT (1992)
 HC0877
 HC0877                         *CURRENT SURVEY CONTROL
 HC0877  ___________________________________________________________________
 HC0877* NAD 83(1997)-  37 42 03.10216(N)    091 44 01.84459(W)     ADJUSTED  
 HC0877* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 HC0877  ___________________________________________________________________
 HC0877  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 HC0877  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HC0877
 HC0877  HORZ ORDER  -  SECOND
 HC0877
 HC0877.The horizontal coordinates were established by classical geodetic methods
 HC0877.and adjusted by the National Geodetic Survey in February 2000..
 HC0877
 HC0877.The orthometric height was scaled from a topographic map.
 HC0877
 HC0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0877
 HC0877.The geoid height was determined by GEOID03.
 HC0877
 HC0877;                    North         East     Units Scale Factor Converg.
 HC0877;SPC MO E     -   207,948.499   141,194.679   MT  1.00007910   -0 45 16.6
 HC0877;SPC MO C     -   207,508.242   567,561.651   MT  0.99998954   +0 28 06.8
 HC0877;UTM  15      - 4,173,380.126   611,617.312   MT  0.99975345   +0 46 27.8
 HC0877
 HC0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0877!SPC MO E     -   0.99994323  x   1.00007910  =   1.00002233
 HC0877!SPC MO C     -   0.99994323  x   0.99998954  =   0.99993278
 HC0877!UTM  15      -   0.99994323  x   0.99975345  =   0.99969670
 HC0877
 HC0877:                Primary Azimuth Mark                     Grid Az
 HC0877:SPC MO E     -  SALEM MUNICIPAL TANK                     111 27 29.8
 HC0877:SPC MO C     -  SALEM MUNICIPAL TANK                     110 14 06.4
 HC0877:UTM  15      -  SALEM MUNICIPAL TANK                     109 55 45.4
 HC0877
 HC0877|---------------------------------------------------------------------|
 HC0877| PID    Reference Object                     Distance      Geod. Az  |
 HC0877|                                                           dddmmss.s |
 HC0877| HC0873 SALEM MUNICIPAL TANK                APPROX.18.6 KM 1104213.2 |
 HC0877| HC0878 337 CWA                              37.452 METERS 13116     |
 HC0877| CN5543 ANUTT RM 1                           25.311 METERS 16424     |
 HC0877| CN5544 ANUTT RM 2                           22.718 METERS 25634     |
 HC0877| CN5542 ANUTT AZ MK                                        3013148.7 |
 HC0877| HC0600 PILOT                               APPROX.14.1 KM 3363557.3 |
 HC0877|---------------------------------------------------------------------|
 HC0877
 HC0877                          SUPERSEDED SURVEY CONTROL
 HC0877
 HC0877  NAD 83(1986)-  37 42 03.11656(N)    091 44 01.84184(W) AD(       ) 2
 HC0877  NAD 27      -  37 42 02.96400(N)    091 44 01.29200(W) AD(       ) 2
 HC0877
 HC0877.Superseded values are not recommended for survey control.
 HC0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0877.See file dsdata.txt to determine how the superseded data were derived.
 HC0877
 HC0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB1161773380(NAD 83)
 HC0877_MARKER: DD = SURVEY DISK
 HC0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0877
 HC0877  HISTORY     - Date     Condition        Report By
 HC0877  HISTORY     - 1947     MONUMENTED       CGS
 HC0877  HISTORY     - 1965     GOOD             USGS
 HC0877
 HC0877                          STATION DESCRIPTION
 HC0877
 HC0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0877'STATION IS LOCATED ABOUT 8 MILES EAST OF EDGAR SPRINGS, 4 MILES
 HC0877'NORTH OF LENOX AND ABOUT 2 MILES SOUTHWEST OF ANUTT.  IT IS
 HC0877'ABOUT 200 YARDS WEST OF COUNTY ROUTE C.  STATION IS 39 FT.
 HC0877'NORTH OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD, 29 FT.
 HC0877'EAST OF A DIM TRACK ROAD AND 3.1 FT. NORTH OF A WHITE WITNESS
 HC0877'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 HC0877'ANUTT 1947.
 HC0877'
 HC0877'REFERENCE MARK NO 1 IS 83.04 FT. SOUTHEAST OF THE STATION AND 14
 HC0877'FT. SOUTH OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD.
 HC0877'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED ANUTT
 HC0877'NO 1 1947.
 HC0877'
 HC0877'REFERENCE MARK NO 2 IS 74.53 FT. SOUTH-SOUTHWEST OF THE STATION
 HC0877'AND 14 FT. SOUTH OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD.
 HC0877'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 HC0877'ANUTT NO 2 1947.
 HC0877'
 HC0877'AZIMUTH MARK IS 0.2 MILE WEST-NORTHWEST OF THE STATION, 14.5
 HC0877'FT. NORTH OF A GRAVEL ROAD AND 2.9 FT. WEST-SOUTHWEST OF A
 HC0877'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 HC0877'DISK IS STAMPED ANUTT 1947.
 HC0877'
 HC0877'A TRAVERSE CONNECTION WAS MADE TO U.S.C. AND G.S. AND STATE
 HC0877'SURVEY BM NO 337 CWA 1934.  THE DISTANCE MEASURED WAS 122.87
 HC0877'FEET.
 HC0877'
 HC0877'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 66
 HC0877'AND STATE ROUTE NO 72 ON THE WESTERN EDGE OF ROLLA, GO EAST
 HC0877'AND SOUTH ON STATE ROUTE NO 72 FOR 20 MILES TO THE JUNCTION
 HC0877'OF COUNTY ROUTE C.  TURN RIGHT ON COUNTY ROUTE C AND GO WEST
 HC0877'FOR 4.9 MILES TO THE VILLAGE OF ANUTT WHERE COUNTY ROUTE C
 HC0877'TURNS SOUTH.  TURN SOUTH AND CONTINUE FOR 1.2 MILES TO A SIDE
 HC0877'ROAD WEST.  TURN RIGHT AND GO WEST FOR ABOUT 0.05 MILE TO THE
 HC0877'STATION ON RIGHT OR NORTH OF ROAD AS DESCRIBED.  CONTINUE WEST
 HC0877'ON SAME GRAVEL ROAD FOR 0.2 MILE TO AZIMUTH MARK ON RIGHT OR
 HC0877'NORTH OF ROAD AS DESCRIBED.
 HC0877'
 HC0877'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC0877
 HC0877                          STATION RECOVERY (1965)
 HC0877
 HC0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HC0877'STATION FOUND IN GOOD CONDITION.  R.M. 1 AND 2 AND THE AZIMUTH
 HC0877'MARK WERE DESTROYED.  THE POSTS ARE OUT OF THE GROUND AND LYING
 HC0877'ALONG SIDE THE ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1894 ***********************************************************************
 JE1894  DESIGNATION -  APPLETON CITY MUNICIPAL TANK
 JE1894  PID         -  JE1894
 JE1894  STATE/COUNTY-  MO/ST CLAIR
 JE1894  USGS QUAD   -  APPLETON CITY (1981)
 JE1894
 JE1894                         *CURRENT SURVEY CONTROL
 JE1894  ___________________________________________________________________
 JE1894* NAD 83(1997)-  38 11 19.11767(N)    094 01 47.09114(W)     ADJUSTED  
 JE1894* NAVD 88     -                                                        
 JE1894  ___________________________________________________________________
 JE1894  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 JE1894  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE1894
 JE1894  HORZ ORDER  -  THIRD
 JE1894
 JE1894.The horizontal coordinates were established by classical geodetic methods
 JE1894.and adjusted by the National Geodetic Survey in February 2000..
 JE1894
 JE1894
 JE1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1894
 JE1894.The geoid height was determined by GEOID03.
 JE1894
 JE1894;                    North         East     Units Scale Factor Converg.
 JE1894;SPC MO W     -   224,492.377   891,195.089   MT  0.99996207   +0 17 26.7
 JE1894;UTM  15      - 4,227,246.817   409,821.848   MT  0.99970015   -0 38 12.1
 JE1894
 JE1894                          SUPERSEDED SURVEY CONTROL
 JE1894
 JE1894  NAD 83(1997)-  38 11 19.11785(N)    094 01 47.09124(W) AD(       ) 4
 JE1894  NAD 83(1997)-  38 11 19.12749(N)    094 01 47.08902(W) AD(       ) 4
 JE1894  NAD 83(1986)-  38 11 19.12699(N)    094 01 47.08875(W) AD(       ) 4
 JE1894  NAD 27      -  38 11 19.03100(N)    094 01 46.29500(W) AD(       ) 3
 JE1894
 JE1894.Superseded values are not recommended for survey control.
 JE1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1894.See file dsdata.txt to determine how the superseded data were derived.
 JE1894
 JE1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC0982227247(NAD 83)
 JE1894_MARKER: 53 = ELEVATED TANK
 JE1894
 JE1894  HISTORY     - Date     Condition        Report By
 JE1894  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1894  HISTORY     - 20060826 GOOD             INDIV
 JE1894
 JE1894                          STATION DESCRIPTION
 JE1894
 JE1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1894'THE STATION IS LOCATED ABOUT TWO BLOCKS SOUTHWEST OF THE CENTER
 JE1894'OF THE BUSINESS DISTRICT, 136 FEET EAST OF THE MAIN LINE OF THE
 JE1894'RAILROAD, AND 65 FEET WEST OF THE CENTER OF A GRAVELED STREET.
 JE1894'TANK PROPER IS SUPPORTED BY A FOUR LEGGED STEEL TRUSSWORK
 JE1894'STRUCTURE.  IT HAS A CONE SHAPED ROOF WITH A BALL AND A LIGHT
 JE1894'AT ITS APEX.  IT HAS AN OVERALL HEIGHT OF 110 FEET AND THE POINT
 JE1894'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 JE1894
 JE1894                          STATION RECOVERY (2006)
 JE1894
 JE1894'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE1894'TANK IS LOCATED ON THE NORTHWEST CORNER OF NORTH WALNUT STREET AND
 JE1894'WEST SECOND STREET.
 JE1894' 
 JE1894'TANK ROOF IS A CONICAL SHAPE AND PAINTED A DULL RED COLOR WITH A
 JE1894'SILVER TANK.  ON THE NORTH SIDE OF THE TANK IN BLACK LETTERS IS
 JE1894'APPLETON CITY BULL DOGS.
 JE1894' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1737 ***********************************************************************
 JD1737  DESIGNATION -  APPLETON EAST BASE
 JD1737  PID         -  JD1737
 JD1737  STATE/COUNTY-  MO/ST CLAIR
 JD1737  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1737
 JD1737                         *CURRENT SURVEY CONTROL
 JD1737  ___________________________________________________________________
 JD1737* NAD 83(1997)-  38 09 24.23742(N)    093 53 16.24233(W)     ADJUSTED  
 JD1737* NAVD 88     -       260.216  (meters)     853.73   (feet)  ADJUSTED  
 JD1737  ___________________________________________________________________
 JD1737  X           -    -340,501.685 (meters)                     COMP
 JD1737  Y           -  -5,010,322.412 (meters)                     COMP
 JD1737  Z           -   3,919,279.292 (meters)                     COMP
 JD1737  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 JD1737  ELLIP HEIGHT-         228.17  (meters)          (02/17/00) GPS OBS
 JD1737  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JD1737  DYNAMIC HT  -         260.029 (meters)     853.11  (feet)  COMP
 JD1737  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 JD1737
 JD1737  HORZ ORDER  -  SECOND
 JD1737  VERT ORDER  -  SECOND    CLASS 0
 JD1737  ELLP ORDER  -  FOURTH    CLASS I
 JD1737
 JD1737.The horizontal coordinates were established by classical geodetic methods
 JD1737.and adjusted by the National Geodetic Survey in February 2000..
 JD1737
 JD1737.The orthometric height was determined by differential leveling
 JD1737.and adjusted by the National Geodetic Survey in June 1991..
 JD1737
 JD1737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD1737
 JD1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1737
 JD1737.The ellipsoidal height was determined by GPS observations
 JD1737.and is referenced to NAD 83.
 JD1737
 JD1737.The geoid height was determined by GEOID03.
 JD1737
 JD1737.The dynamic height is computed by dividing the NAVD 88
 JD1737.geopotential number by the normal gravity value computed on the
 JD1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1737.degrees latitude (g = 980.6199 gals.).
 JD1737
 JD1737.The modeled gravity was interpolated from observed gravity values.
 JD1737
 JD1737;                    North         East     Units Scale Factor Converg.
 JD1737;SPC MO W     -   221,023.002   903,649.526   MT  0.99997661   +0 22 41.5
 JD1737;UTM  15      - 4,223,577.418   422,215.023   MT  0.99967452   -0 32 54.8
 JD1737
 JD1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1737!SPC MO W     -   0.99996420  x   0.99997661  =   0.99994081
 JD1737!UTM  15      -   0.99996420  x   0.99967452  =   0.99963873
 JD1737
 JD1737|---------------------------------------------------------------------|
 JD1737| PID    Reference Object                     Distance      Geod. Az  |
 JD1737|                                                           dddmmss.s |
 JD1737| JD1736 APPLETON EAST BASE RM 1              30.160 METERS 10529     |
 JD1737| CN5547 APPLETON EAST BASE RM 3              39.736 METERS 21435     |
 JD1737| JD1738 APPLETON EAST BASE RM 2              33.842 METERS 22102     |
 JD1737| CN5546 APPLETON EAST BASE AZ MK                           2703032.5 |
 JD1737| JE1894 APPLETON CITY MUNICIPAL TANK        APPROX.12.9 KM 2855639.6 |
 JD1737| JD2733 MONTROSE IMM CON CHURCH SPIRE       APPROX.14.2 KM 3240253.6 |
 JD1737| JD2734 MONTROSE MUNICIPAL TANK             APPROX.14.0 KM 3242639.4 |
 JD1737|---------------------------------------------------------------------|
 JD1737
 JD1737                          SUPERSEDED SURVEY CONTROL
 JD1737
 JD1737  NAD 83(1997)-  38 09 24.23760(N)    093 53 16.24227(W) AD(       ) 2
 JD1737  NAD 83(1997)-  38 09 24.24772(N)    093 53 16.24050(W) AD(       ) 2
 JD1737  NAD 83(1986)-  38 09 24.24680(N)    093 53 16.23992(W) AD(       ) 2
 JD1737  NAD 27      -  38 09 24.14900(N)    093 53 15.46190(W) AD(       ) 2
 JD1737  NGVD 29 (??/??/92)  260.110  (m)          853.38   (f) ADJ UNCH    2 0
 JD1737
 JD1737.Superseded values are not recommended for survey control.
 JD1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1737.See file dsdata.txt to determine how the superseded data were derived.
 JD1737
 JD1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC2221523577(NAD 83)
 JD1737_MARKER: DS = TRIANGULATION STATION DISK
 JD1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1737_SP_SET: CONCRETE POST
 JD1737_STAMPING: APPLETON EAST BASE 1948
 JD1737_MARK LOGO: CGS   
 JD1737_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1737+STABILITY: SURFACE MOTION
 JD1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD1737+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 JD1737
 JD1737  HISTORY     - Date     Condition        Report By
 JD1737  HISTORY     - 1948     MONUMENTED       CGS
 JD1737  HISTORY     - 1963     GOOD             CGS
 JD1737  HISTORY     - 1963     GOOD             NGS
 JD1737  HISTORY     - 19891104 GOOD             NGS
 JD1737  HISTORY     - 19900119 GOOD
 JD1737  HISTORY     - 19910520 GOOD             NGS
 JD1737
 JD1737                          STATION DESCRIPTION
 JD1737
 JD1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD1737'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF APPLETON
 JD1737'CITY AND 2.0 MILES WEST OF THE SMALL SETTLEMENT OF OHIO ON
 JD1737'THE NORTH SIDE OF COUNTY ROUTE A AND IN THE NORTHEAST ANGLE
 JD1737'OF CROSSROADS.  IT IS 52 FEET NORTH OF THE CENTER OF COUNTY
 JD1737'ROUTE A, 42 FEET EAST OF THE CENTER OF NORTH-SOUTH CROSSROAD
 JD1737'AND 4 FEET SOUTHWEST OF FENCE CORNER.  IT IS STAMPED APPLETON
 JD1737'EAST BASE 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JD1737'
 JD1737'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, 35 FEET
 JD1737'NORTH OF THE CENTER OF COUNTY ROUTE A AND 1 FOOT SOUTH OF
 JD1737'EAST-WEST FENCE LINE.  IT IS STAMPED APPLETON EAST BASE NO 1
 JD1737'1948 AND PROJECTS 6 INCHES.
 JD1737'
 JD1737'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 36 FEET
 JD1737'SOUTH OF THE CENTER OF COUNTY ROUTE A, 30 FEET WEST OF THE
 JD1737'CENTER OF NORTH-SOUTH CROSSROAD AND 4 FEET SOUTH OF FENCE
 JD1737'CORNER.  IT IS STAMPED APPLETON EAST BASE NO 2 1948 AND PROJECTS
 JD1737'6 INCHES.
 JD1737'
 JD1737'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 27
 JD1737'FEET SOUTH OF THE CENTER OF COUNTY ROUTE A, 6 FEET NORTH OF
 JD1737'FENCE LINE AND 2 FEET NORTHEAST OF WITNESS POST.  IT IS STAMPED
 JD1737'APPLETON EAST BASE 1948 AND PROJECTS 6 INCHES.  TO REACH FROM
 JD1737'THE STATION, GO WEST ON COUNTY ROUTE A FOR 0.5 MILE TO THE MARK
 JD1737'ON THE SOUTH SIDE AS DESCRIBED.
 JD1737'
 JD1737'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF OHIO, GO
 JD1737'WEST ON COUNTY ROUTE A FOR 2.0 MILES TO CROSSROADS AND SMALL
 JD1737'SCHOOL HOUSE IN SOUTHEAST ANGLE AND STATION ON THE RIGHT AS
 JD1737'DESCRIBED.
 JD1737'
 JD1737'A 74 FOOT SIGNAL AT STATION OHIO IS VISIBLE FROM THE GROUND.
 JD1737'
 JD1737'A 74 FOOT SIGNAL AT STATION LOWRY IS VISIBLE AT 37 FEET
 JD1737'
 JD1737'A 74 FOOT SIGNAL AT STATION CHALK IS VISIBLE AT 20 FEET
 JD1737'
 JD1737'A 74 FOOT SIGNAL AT STATION WOOD IS VISIBLE AT 37 FEET
 JD1737'
 JD1737'AN 87 FOOT SIGNAL AT STATION ROCKVILLE IS VISIBLE AT 20 FEET
 JD1737'
 JD1737'A 100 FOOT SIGNAL AT STATION APPLETON WEST BASE IS VISIBLE AT
 JD1737'20 FEET
 JD1737'
 JD1737'A 74 FOOT SIGNAL AT STATION GERMAN IS VISIBLE FROM THE GROUND.
 JD1737'
 JD1737'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JD1737
 JD1737                          STATION RECOVERY (1963)
 JD1737
 JD1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JD1737'THE STATION MARK, REFERENCE MARK NO 1 AND THE AZIMUTH MARK WAS
 JD1737'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1948.
 JD1737'REFERENCE NO 2 WAS NOT FOUND, A NEW REFERENCE MARK NO 3 WAS
 JD1737'ESTABLISHED.  A NEW WITNESS POST WAS ESTABLISHED 5.4 FEET
 JD1737'SOUTHWEST OF THE STATION, 84 FEET WEST NORTHWEST OF REFERENCE
 JD1737'MARK NO 1 AND 1.5 FEET EAST OF THE AZIMUTH MARK.  THE 1948
 JD1737'TO REACH IS ADEQUATE.
 JD1737'
 JD1737'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED APPLETON EAST
 JD1737'BASE NO 3 1948 1962, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 JD1737'MONUMENT PROJECTING 6-INCHES.  IT IS 142.8 FEET SOUTHEAST OF THE
 JD1737'WITNESS POST, 66 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD
 JD1737'A, 34 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT
 JD1737'NORTH OF A FENCE.
 JD1737
 JD1737                          STATION RECOVERY (1963)
 JD1737
 JD1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1737'2 MI W FROM OHIO.
 JD1737'ABOUT 2.0 MILES WEST ALONG STATE ROAD A FROM THE STORE AND
 JD1737'SERVICE STATION AT OHIO, 65 FEET NORTHEAST OF THE CENTER LINE
 JD1737'OF A INTERSECTION WITH GRAVELED ROAD, 111.0 FEET NORTHEAST OF
 JD1737'AND ACROSS THE ROAD FROM APPLETON EAST BASE NO 2, 92.9 FEET
 JD1737'WEST-NORTHWEST OF APPLETON EAST BASE NO 1, 51 FEET NORTH
 JD1737'OF THE CENTER LINE OF THE STATE ROAD, 40 FEET EAST OF THE
 JD1737'CENTER LINE OF A GRAVELED ROAD, 15 FEET WEST OF A METAL WITNESS
 JD1737'POST, 6 1/2 FEET SOUTHWEST OF A OFF SET IN FENCE, ABOUT LEVEL
 JD1737'WITH STATE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JD1737'WITH THE GROUND.
 JD1737
 JD1737                          STATION RECOVERY (1989)
 JD1737
 JD1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD1737'STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) SOUTHEAST OF APPLETON, 14.5
 JD1737'KM (9.00 MI) WEST OF LOWRY CITY NEAR A CROSSROAD AND IN THE NORTH
 JD1737'R-O-W OF ROAD A.  OWNERSHIP-STATE OF MISSOURRI.
 JD1737'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 13 AND ROAD A
 JD1737'LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF LOWRY CITY, GO WEST ALONG ROAD
 JD1737'A FOR 11.4 KM (7.10 MI) TO ROAD F LEADING NORTH AT THE SMALL COMUNITY
 JD1737'OF OHIO.  CONTINUE WEST ALONG ROAD A FOR 3.1 KM (1.95 MI) TO A GRAVEL
 JD1737'CROSSROAD AND THE STATION IN THE NORTHEAST QUADRANT OF THE CROSSROAD.
 JD1737'STATION MARK IS SET 8.6 M (28.2 FT) SOUTHEAST OF A FENCECORNER POST,
 JD1737'1.9 M (6.2 FT) SOUTH OF A FENCELINE, 4.8 M (15.7 FT) NORTH OF A
 JD1737'TELEPHONE POLE AND TELEPHONE JUNCTION BOX, 15.5 M (50.9 FT) NORTH OF
 JD1737'THE CENTERLINE OF THE ROAD, 12.4 M (40.7 FT) EAST OF THE CENTER OF A
 JD1737'GRAVEL ROAD, 4.7 M (15.4 FT) WEST-NORTHWEST OF A METAL WITNESS POST,
 JD1737'1.2 M (3.9 FT) SOUTH OF A GUY ANCHOR, 1.9 M (6.2 FT) SOUTH OF A
 JD1737'FIBERGLASS WITNESS POST AND ABOUT 0.61 M (2.0 FT) ABOVE THE ASPHALT
 JD1737'ROAD.
 JD1737'DESCRIBED BY G.F.S.      TELEPHONE POLE AT 180 DEGREES AZIMUTH, 40
 JD1737'DEGREES ELEV.  ALLOW EXTRA TIME FOR SET UP.
 JD1737
 JD1737                          STATION RECOVERY (1990)
 JD1737
 JD1737'RECOVERED 1990
 JD1737'RECOVERED IN GOOD CONDITION.
 JD1737
 JD1737                          STATION RECOVERY (1991)
 JD1737
 JD1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JD1737'STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) SOUTHEAST OF APPLETON, 14.5
 JD1737'KM (9.0 MI) WEST OF LOWRY CITY, AT A CROSSROADS AND IN THE NORTH
 JD1737'R-O-W OF ROAD A.  OWNERSHIP-STATE OF MISSOURI DEPARTMENT OF
 JD1737'TRANSPORTATION.
 JD1737'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 13 AND ROAD A,
 JD1737'LOCATED ABOUT 1.6 KM (1.0 MI) NORTH OF LOWRY CITY, GO WEST ALONG ROAD
 JD1737'A FOR 11.4 KM (7.1 MI) TO ROAD F LEADING NORTH AT THE SMALL COMMUNITY
 JD1737'OF OHIO. CONTINUE WEST ALONG ROAD A FOR 3.1 KM (1.9 MI) TO THE
 JD1737'STATION IN THE NORTHEAST QUADRANT OF GRAVEL CROSSROAD.
 JD1737'STATION IS A 30-CM SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE,
 JD1737'LOCATED 8.6 M (28.2 FT) SOUTHEAST OF A FENCE CORNER POST, 1.9 M
 JD1737'(6.2 FT) SOUTH OF A FENCELINE, 4.8 M (15.7 FT) NORTH OF A TELEPHONE
 JD1737'POLE AND TELEPHONE JUNCTION BOX, 15.5 M (50.9 FT) NORTH OF THE
 JD1737'CENTERLINE OF THE ROAD, 12.4 M (40.7 FT) EAST OF THE CENTER OF A
 JD1737'GRAVEL ROAD, 4.7 M (15.4 FT) WEST-NORTHWEST OF A METAL WITNESS POST,
 JD1737'1.2 M (3.9 FT) SOUTH OF A GUY ANCHOR, 1.9 M (6.2 FT) SOUTH OF A
 JD1737'FIBERGLASS WITNESS POST AND ABOUT 0.61 M (2.00 FT) ABOVE THE ASPHALT
 JD1737'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1736 ***********************************************************************
 JD1736  DESIGNATION -  APPLETON EAST BASE RM 1
 JD1736  PID         -  JD1736
 JD1736  STATE/COUNTY-  MO/ST CLAIR
 JD1736  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1736
 JD1736                         *CURRENT SURVEY CONTROL
 JD1736  ___________________________________________________________________
 JD1736* NAD 83(1986)-  38 09 23.     (N)    093 53 16.     (W)     SCALED    
 JD1736* NAVD 88     -       260.726  (meters)     855.40   (feet)  ADJUSTED  
 JD1736  ___________________________________________________________________
 JD1736  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JD1736  DYNAMIC HT  -         260.539 (meters)     854.78  (feet)  COMP
 JD1736  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 JD1736
 JD1736  VERT ORDER  -  SECOND    CLASS 0
 JD1736
 JD1736.The horizontal coordinates were scaled from a topographic map and have
 JD1736.an estimated accuracy of +/- 6 seconds.
 JD1736
 JD1736.The orthometric height was determined by differential leveling
 JD1736.and adjusted by the National Geodetic Survey in June 1991..
 JD1736
 JD1736.The geoid height was determined by GEOID03.
 JD1736
 JD1736.The dynamic height is computed by dividing the NAVD 88
 JD1736.geopotential number by the normal gravity value computed on the
 JD1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1736.degrees latitude (g = 980.6199 gals.).
 JD1736
 JD1736.The modeled gravity was interpolated from observed gravity values.
 JD1736
 JD1736;                    North         East    Units  Estimated Accuracy
 JD1736;SPC MO W     -   220,990.      903,660.      MT  (+/- 180 meters Scaled)
 JD1736
 JD1736                          SUPERSEDED SURVEY CONTROL
 JD1736
 JD1736  NGVD 29 (??/??/92)  260.620  (m)          855.05   (f) ADJ UNCH    2 0
 JD1736
 JD1736.Superseded values are not recommended for survey control.
 JD1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1736.See file dsdata.txt to determine how the superseded data were derived.
 JD1736
 JD1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC222235(NAD 83)
 JD1736_MARKER: DR = REFERENCE MARK DISK
 JD1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1736_STAMPING: APPLETON EAST BASE NO 1 1948
 JD1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1736+STABILITY: SURFACE MOTION
 JD1736
 JD1736  HISTORY     - Date     Condition        Report By
 JD1736  HISTORY     - 1948     MONUMENTED       CGS
 JD1736  HISTORY     - 1963     GOOD             NGS
 JD1736
 JD1736                          STATION DESCRIPTION
 JD1736
 JD1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1736'2 MI W FROM OHIO.
 JD1736'ABOUT 2.0 MILES WEST ALONG STATE ROAD A FROM THE STORE AND
 JD1736'SERVICE STATION AT OHIO, 140 FEET EAST OF THE CENTER LINE OF A
 JD1736'ROAD INTERSECTION, 92.9 FEET EAST-SOUTHEAST OF APPLETON EAST
 JD1736'BASE 1948 TRIANGULATION STATION, 28 1/2 FEET NORTH OF THE CENTER
 JD1736'LINE OF STATE ROAD A, 1 FOOT SOUTH OF A FENCE, ABOUT 2 FEET
 JD1736'ABOVE THE LEVEL OF STATE ROAD A, AND SET IN THE TOP OF A CONCRETE
 JD1736'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1738 ***********************************************************************
 JD1738  DESIGNATION -  APPLETON EAST BASE RM 2
 JD1738  PID         -  JD1738
 JD1738  STATE/COUNTY-  MO/ST CLAIR
 JD1738  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1738
 JD1738                         *CURRENT SURVEY CONTROL
 JD1738  ___________________________________________________________________
 JD1738* NAD 83(1986)-  38 09 23.     (N)    093 53 16.     (W)     SCALED    
 JD1738* NAVD 88     -       260.974  (meters)     856.21   (feet)  ADJUSTED  
 JD1738  ___________________________________________________________________
 JD1738  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JD1738  DYNAMIC HT  -         260.786 (meters)     855.60  (feet)  COMP
 JD1738  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 JD1738
 JD1738  VERT ORDER  -  SECOND    CLASS 0
 JD1738
 JD1738.The horizontal coordinates were scaled from a topographic map and have
 JD1738.an estimated accuracy of +/- 6 seconds.
 JD1738
 JD1738.The orthometric height was determined by differential leveling
 JD1738.and adjusted by the National Geodetic Survey in June 1991..
 JD1738
 JD1738.The geoid height was determined by GEOID03.
 JD1738
 JD1738.The dynamic height is computed by dividing the NAVD 88
 JD1738.geopotential number by the normal gravity value computed on the
 JD1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1738.degrees latitude (g = 980.6199 gals.).
 JD1738
 JD1738.The modeled gravity was interpolated from observed gravity values.
 JD1738
 JD1738;                    North         East    Units  Estimated Accuracy
 JD1738;SPC MO W     -   220,990.      903,660.      MT  (+/- 180 meters Scaled)
 JD1738
 JD1738                          SUPERSEDED SURVEY CONTROL
 JD1738
 JD1738  NGVD 29 (??/??/92)  260.868  (m)          855.86   (f) ADJ UNCH    2 0
 JD1738
 JD1738.Superseded values are not recommended for survey control.
 JD1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1738.See file dsdata.txt to determine how the superseded data were derived.
 JD1738
 JD1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC222235(NAD 83)
 JD1738_MARKER: DR = REFERENCE MARK DISK
 JD1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1738_STAMPING: APPLETON EAST BASE NO 2 1948
 JD1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1738+STABILITY: SURFACE MOTION
 JD1738
 JD1738  HISTORY     - Date     Condition        Report By
 JD1738  HISTORY     - 1948     MONUMENTED       CGS
 JD1738  HISTORY     - 1963     GOOD             NGS
 JD1738
 JD1738                          STATION DESCRIPTION
 JD1738
 JD1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1738'2 MI W FROM OHIO.
 JD1738'ABOUT 2.0 MILES WEST ALONG STATE ROAD A FROM THE STORE AND
 JD1738'SERVICE STATION AT OHIO, 46 FEET SOUTHWEST OF THE CENTER OF A
 JD1738'ROAD INTERSECTION, 111.0 FEET SOUTHWEST OF AND ACROSS STATE ROAD
 JD1738'A FROM APPLETON EAST BASE 1948, 36 FEET SOUTH OF THE CENTER
 JD1738'LINE OF STATE ROAD, 35 FEET WEST OF THE CENTER LINE OF A GRAVELED
 JD1738'ROAD, 1 FOOT NORTHEAST OF A OFF SET IN FENCE LINE, AND SET IN
 JD1738'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1703 ***********************************************************************
 JD1703  DESIGNATION -  APPLETON WEST BASE
 JD1703  PID         -  JD1703
 JD1703  STATE/COUNTY-  MO/ST CLAIR
 JD1703  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1703
 JD1703                         *CURRENT SURVEY CONTROL
 JD1703  ___________________________________________________________________
 JD1703* NAD 83(1997)-  38 09 37.33701(N)    093 59 49.10247(W)     ADJUSTED  
 JD1703* NAVD 88     -       257.618  (meters)     845.20   (feet)  ADJUSTED  
 JD1703  ___________________________________________________________________
 JD1703  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 JD1703  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JD1703  DYNAMIC HT  -         257.432 (meters)     844.59  (feet)  COMP
 JD1703  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 JD1703
 JD1703  HORZ ORDER  -  SECOND
 JD1703  VERT ORDER  -  SECOND    CLASS 0
 JD1703
 JD1703.The horizontal coordinates were established by classical geodetic methods
 JD1703.and adjusted by the National Geodetic Survey in February 2000..
 JD1703
 JD1703.The orthometric height was determined by differential leveling
 JD1703.and adjusted by the National Geodetic Survey in June 1991..
 JD1703
 JD1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1703
 JD1703.The geoid height was determined by GEOID03.
 JD1703
 JD1703.The dynamic height is computed by dividing the NAVD 88
 JD1703.geopotential number by the normal gravity value computed on the
 JD1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1703.degrees latitude (g = 980.6199 gals.).
 JD1703
 JD1703.The modeled gravity was interpolated from observed gravity values.
 JD1703
 JD1703;                    North         East     Units Scale Factor Converg.
 JD1703;SPC MO W     -   221,369.379   894,083.260   MT  0.99996510   +0 18 38.9
 JD1703;UTM  15      - 4,224,078.340   412,658.351   MT  0.99969395   -0 36 57.7
 JD1703
 JD1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1703!SPC MO W     -   0.99996461  x   0.99996510  =   0.99992971
 JD1703!UTM  15      -   0.99996461  x   0.99969395  =   0.99965857
 JD1703
 JD1703:                Primary Azimuth Mark                     Grid Az
 JD1703:SPC MO W     -  APPLETON WEST BASE AZ MK                 093 22 00.3
 JD1703:UTM  15      -  APPLETON WEST BASE AZ MK                 094 17 36.9
 JD1703
 JD1703|---------------------------------------------------------------------|
 JD1703| PID    Reference Object                     Distance      Geod. Az  |
 JD1703|                                                           dddmmss.s |
 JD1703| CN5548 APPLETON WEST BASE AZ MK                           0934039.2 |
 JD1703| JD1705 APPLETON WEST BASE RM 1              47.472 METERS 10106     |
 JD1703| JE1894 APPLETON CITY MUNICIPAL TANK        APPROX. 4.3 KM 3173252.9 |
 JD1703| JD1704 APPLETON WEST BASE RM 2              55.205 METERS 35033     |
 JD1703|---------------------------------------------------------------------|
 JD1703
 JD1703                          SUPERSEDED SURVEY CONTROL
 JD1703
 JD1703  NAD 83(1997)-  38 09 37.33704(N)    093 59 49.10238(W) AD(       ) 2
 JD1703  NAD 83(1997)-  38 09 37.34729(N)    093 59 49.10068(W) AD(       ) 2
 JD1703  NAD 83(1986)-  38 09 37.34638(N)    093 59 49.10012(W) AD(       ) 2
 JD1703  NAD 27      -  38 09 37.24890(N)    093 59 48.31140(W) AD(       ) 2
 JD1703  NGVD 29 (??/??/92)  257.518  (m)          844.87   (f) ADJ UNCH    2 0
 JD1703
 JD1703.Superseded values are not recommended for survey control.
 JD1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1703.See file dsdata.txt to determine how the superseded data were derived.
 JD1703
 JD1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC1265824078(NAD 83)
 JD1703_MARKER: DB = BENCH MARK DISK
 JD1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1703_STAMPING: APPLETON WEST BASE 1948
 JD1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1703+STABILITY: SURFACE MOTION
 JD1703
 JD1703  HISTORY     - Date     Condition        Report By
 JD1703  HISTORY     - 1948     MONUMENTED       CGS
 JD1703  HISTORY     - 1963     GOOD             CGS
 JD1703  HISTORY     - 1963     GOOD             NGS
 JD1703
 JD1703                          STATION DESCRIPTION
 JD1703
 JD1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD1703'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF APPLETON
 JD1703'CITY IN THE SOUTHWEST CORNER OF A TRIANGLE FORMED BY THE
 JD1703'INTERSECTION OF COUNTY ROUTES A AND H.  IT IS 68 FEET EAST OF
 JD1703'THE CENTER OF COUNTY ROUTE H, 54 FEET NORTH OF THE CENTER OF
 JD1703'CONNECTING ROUTE A, 41 FEET NORTHEAST OF POWER LINE POLE AND 7
 JD1703'FEET SOUTH OF WITNESS POST.  IT IS STAMPED APPLETON WEST BASE
 JD1703'AND SET FLUSH WITH THE GROUND SURFACE.
 JD1703'
 JD1703'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET IN THE EAST
 JD1703'CORNER OF THE TRIANGLE FORMED BY THE JUNCTION OF COUNTY ROUTES
 JD1703'A AND H, 2 FEET WEST OF POWER LINE POLE.  IT IS STAMPED APPLETON
 JD1703'WEST BASE NO 1 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JD1703'
 JD1703'REFERENCE MARK NO 2 IS NORTH OF THE STATION, SET IN THE NORTH
 JD1703'CORNER OF THE TRIANGLE FORMED BY THE JUNCTION OF COUNTY ROUTES
 JD1703'A AND H, 2 FEET SOUTH OF POWER LINE POLE.  IT IS STAMPED APPLETON
 JD1703'WEST BASE NO 2 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JD1703'
 JD1703'THE AZIMUTH MARK IS ABOUT 0.75 MILE EAST OF THE STATION, 30
 JD1703'FEET SOUTH OF THE CENTER OF COUNTY ROUTE A, 1 FOOT NORTH OF
 JD1703'FENCE CORNER AND 1 FOOT NORTHWEST OF WITNESS POST.  IT IS STAMPED
 JD1703'APPLETON WEST BASE 1948 AND PROJECTS 4 INCHES.  TO REACH FROM
 JD1703'THE STATION, GO EAST ON COUNTY ROUTE A FOR 0.75 MILE TO THE
 JD1703'MARK ON THE SOUTH SIDE OF ROAD AS DESCRIBED.
 JD1703'
 JD1703'TO REACH THE STATION FROM THE RAILROAD STATION IN APPLETON
 JD1703'CITY, GO EAST ON STATE ROUTE 52 FOR 1.9 MILES TO JUNCTION WITH
 JD1703'COUNTY ROUTE A, TURN RIGHT AND GO SOUTH ON COUNTY ROUTE A FOR
 JD1703'2.0 MILES TO TRIANGLE FORMED BY THE JUNCTION OF COUNTY ROUTES
 JD1703'A AND H AND STATION IN SOUTHWEST CORNER AS DESCRIBED.
 JD1703'
 JD1703'A 74 FOOT SIGNAL AT STATION GERMAN IS VISIBLE AT 37 FEET
 JD1703'
 JD1703'A 100 FOOT SIGNAL AT STATION APPLETON EAST BASE IS VISIBLE FROM
 JD1703'THE GROUND
 JD1703'
 JD1703'A 74 FOOT SIGNAL AT STATION CHALK IS VISIBLE AT 20 FEET
 JD1703'
 JD1703'AN 87 FOOT SIGNAL AT STATION ROCKVILLE IS VISIBLE AT 12 FEET
 JD1703'
 JD1703'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JD1703
 JD1703                          STATION RECOVERY (1963)
 JD1703
 JD1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JD1703'THE STATION IS LOCATED ABOUT 2 MILES EAST AND 2 MILES SOUTH OF
 JD1703'APPLETON CITY, IN THE SOUTHWEST CORNER OF A TRIANGLE FORMED
 JD1703'BY THE INTERSECTION OF COUNTY ROUTES A AND H AND IN THE
 JD1703'SOUTHWEST 1/4 OF SECTION 10, R-28-W AND T-39-N.
 JD1703'
 JD1703'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED
 JD1703'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  A NEW WITNESS
 JD1703'POST WAS ESTABLISHED 5.6 FEET NORTHWEST OF THE STATION.  THE
 JD1703'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 JD1703'
 JD1703'A NEW DESCRIPTION TO THE AZIMUTH MARK FOLLOWS-
 JD1703'
 JD1703'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED APPLETON WEST
 JD1703'BASE 1948, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JD1703'WHICH PROJECTS 1 INCH.  IT IS 29 FEET SOUTH OF THE CENTER OF
 JD1703'COUNTY ROUTE A, 62 FEET EAST OF A TELEPHONE POLE AND 1.5 FEET
 JD1703'NORTH OF A FENCE CORNER-POST.
 JD1703'
 JD1703'A NEW TO REACH FOLLOWS-
 JD1703'
 JD1703'TO REACH THE STATION FROM THE POST OFFICE IN APPLETON CITY,
 JD1703'GO EAST ON STATE ROUTE 52 FOR 1.7 MILES TO WHERE STATE ROUTE 52
 JD1703'TURNS LEFT, NORTH, CONTINUE STRAIGHT FOR 0.15 MILE TO THE
 JD1703'JUNCTION WITH COUNTY ROUTE A, TURN RIGHT, GO SOUTH ON COUNTY
 JD1703'ROUTE A FOR 2.0 MILES TO THE STATION IN THE SOUTHWEST CORNER OF
 JD1703'TRIANGLE FORMED BY THE INTERSECTION OF COUNTY ROUTE A AND H,
 JD1703'TURN LEFT, GO EAST ON COUNTY ROUTE A FOR 0.75 MILE TO THE
 JD1703'AZIMUTH MARK ON THE SOUTH SIDE OF ROAD JUST BEFORE REACHING
 JD1703'A FARM HOME ON THE RIGHT.
 JD1703
 JD1703                          STATION RECOVERY (1963)
 JD1703
 JD1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1703'3.8 MI SE FROM APPLETON CITY.
 JD1703'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1703'MISSOURI-KANSAS-TEXAS RAILWAY STATION AT APPLETON CITY, THENCE
 JD1703'2.0 MILES SOUTH ALONG STATE ROAD A, AT THE SOUTHWEST POINT OF
 JD1703'THE TRIANGLE FORMED BY THE JUNCTION OF STATE ROADS A AND H, 122
 JD1703'FEET SOUTHWEST OF THE CENTER LINE OF A CURVE OF STATE ROAD A,
 JD1703'58 FEET EAST OF THE CENTER LINE OF STATE ROAD H, 57 FEET NORTH OF
 JD1703'THE CENTER LINE OF THE ROAD FORMING THE SOUTH SIDE OF THE TRIANGLE,
 JD1703'148 FEET EAST AND ACROSS STATE ROAD H FROM THE SOUTHEAST CORNER
 JD1703'OF A CYCLONE FENCE AROUND A TRANSFORMER SUB-STATION, 41 FEET
 JD1703'NORTHEAST OF A POWER POLE, 95 FEET SOUTH OF POWER POLE V 210, 5.6
 JD1703'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 JD1703'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JD1703'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1704 ***********************************************************************
 JD1704  DESIGNATION -  APPLETON WEST BASE RM 2
 JD1704  PID         -  JD1704
 JD1704  STATE/COUNTY-  MO/ST CLAIR
 JD1704  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1704
 JD1704                         *CURRENT SURVEY CONTROL
 JD1704  ___________________________________________________________________
 JD1704* NAD 83(1986)-  38 09 39.     (N)    093 59 49.     (W)     SCALED    
 JD1704* NAVD 88     -       258.490  (meters)     848.06   (feet)  ADJUSTED  
 JD1704  ___________________________________________________________________
 JD1704  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JD1704  DYNAMIC HT  -         258.303 (meters)     847.45  (feet)  COMP
 JD1704  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 JD1704
 JD1704  VERT ORDER  -  SECOND    CLASS 0
 JD1704
 JD1704.The horizontal coordinates were scaled from a topographic map and have
 JD1704.an estimated accuracy of +/- 6 seconds.
 JD1704
 JD1704.The orthometric height was determined by differential leveling
 JD1704.and adjusted by the National Geodetic Survey in June 1991..
 JD1704
 JD1704.The geoid height was determined by GEOID03.
 JD1704
 JD1704.The dynamic height is computed by dividing the NAVD 88
 JD1704.geopotential number by the normal gravity value computed on the
 JD1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1704.degrees latitude (g = 980.6199 gals.).
 JD1704
 JD1704.The modeled gravity was interpolated from observed gravity values.
 JD1704
 JD1704;                    North         East    Units  Estimated Accuracy
 JD1704;SPC MO W     -   221,420.      894,090.      MT  (+/- 180 meters Scaled)
 JD1704
 JD1704                          SUPERSEDED SURVEY CONTROL
 JD1704
 JD1704  NGVD 29 (??/??/92)  258.390  (m)          847.73   (f) ADJ UNCH    2 0
 JD1704
 JD1704.Superseded values are not recommended for survey control.
 JD1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1704.See file dsdata.txt to determine how the superseded data were derived.
 JD1704
 JD1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC126241(NAD 83)
 JD1704_MARKER: DR = REFERENCE MARK DISK
 JD1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1704_STAMPING: APPLETON WEST BASE NO 2 1948
 JD1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1704+STABILITY: SURFACE MOTION
 JD1704
 JD1704  HISTORY     - Date     Condition        Report By
 JD1704  HISTORY     - 1948     MONUMENTED       CGS
 JD1704  HISTORY     - 1963     GOOD             NGS
 JD1704
 JD1704                          STATION DESCRIPTION
 JD1704
 JD1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1704'3.8 MI SE FROM APPLETON CITY.
 JD1704'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1704'MISSOURI-KANSAS-TEXAS RAILWAY STATION AT APPLETON CITY, THENCE
 JD1704'2.0 MILES SOUTH ALONG STATE ROAD A, AT THE NORTHWEST POINT OF
 JD1704'A TRIANGLE FORMED BY THE JUNCTION OF STATE ROADS A AND H, 42
 JD1704'FEET SOUTHWEST OF THE CENTER LINE OF THE CURVE OF STATE ROAD
 JD1704'A, 32 FEET EAST OF THE CENTER LINE OF STATE ROAD H, 52 FEET
 JD1704'NORTH OF A POWER POLE, 2 FEET SOUTH OF A POWER POLE, 181.0 FEET
 JD1704'NORTH-NORTHWEST OF APPLETON WEST BASE 1948, ABOUT 2 FEET ABOVE
 JD1704'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JD1704'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1705 ***********************************************************************
 JD1705  DESIGNATION -  APPLETON WEST BASE RM 1
 JD1705  PID         -  JD1705
 JD1705  STATE/COUNTY-  MO/ST CLAIR
 JD1705  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1705
 JD1705                         *CURRENT SURVEY CONTROL
 JD1705  ___________________________________________________________________
 JD1705* NAD 83(1986)-  38 09 37.     (N)    093 59 47.     (W)     SCALED    
 JD1705* NAVD 88     -       257.347  (meters)     844.31   (feet)  ADJUSTED  
 JD1705  ___________________________________________________________________
 JD1705  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JD1705  DYNAMIC HT  -         257.161 (meters)     843.70  (feet)  COMP
 JD1705  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 JD1705
 JD1705  VERT ORDER  -  SECOND    CLASS 0
 JD1705
 JD1705.The horizontal coordinates were scaled from a topographic map and have
 JD1705.an estimated accuracy of +/- 6 seconds.
 JD1705
 JD1705.The orthometric height was determined by differential leveling
 JD1705.and adjusted by the National Geodetic Survey in June 1991..
 JD1705
 JD1705.The geoid height was determined by GEOID03.
 JD1705
 JD1705.The dynamic height is computed by dividing the NAVD 88
 JD1705.geopotential number by the normal gravity value computed on the
 JD1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1705.degrees latitude (g = 980.6199 gals.).
 JD1705
 JD1705.The modeled gravity was interpolated from observed gravity values.
 JD1705
 JD1705;                    North         East    Units  Estimated Accuracy
 JD1705;SPC MO W     -   221,360.      894,130.      MT  (+/- 180 meters Scaled)
 JD1705
 JD1705                          SUPERSEDED SURVEY CONTROL
 JD1705
 JD1705  NGVD 29 (??/??/92)  257.247  (m)          843.98   (f) ADJ UNCH    2 0
 JD1705
 JD1705.Superseded values are not recommended for survey control.
 JD1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1705.See file dsdata.txt to determine how the superseded data were derived.
 JD1705
 JD1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC127240(NAD 83)
 JD1705_MARKER: DR = REFERENCE MARK DISK
 JD1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1705_STAMPING: APPLETON WEST BASE NO 1 1948
 JD1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1705+STABILITY: SURFACE MOTION
 JD1705
 JD1705  HISTORY     - Date     Condition        Report By
 JD1705  HISTORY     - 1948     MONUMENTED       CGS
 JD1705  HISTORY     - 1963     GOOD             NGS
 JD1705
 JD1705                          STATION DESCRIPTION
 JD1705
 JD1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1705'3.8 MI SE FROM APPLETON CITY.
 JD1705'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1705'MISSOURI-KANSAS-TEXAS RAILWAY STATION AT APPLETON CITY, THENCE
 JD1705'2.0 MILES SOUTH ALONG STATE ROAD A, AT THE SOUTHEAST POINT
 JD1705'OF A TRIANGLE FORMED BY THE JUNCTION OF STATE ROADS A AND H,
 JD1705'46 FEET SOUTHWEST OF THE CENTER LINE OF THE CURVE OF STATE ROAD
 JD1705'A, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD FORMING THE SOUTH
 JD1705'SIDE OF THE TRIANGLE, 2 1/2 FEET WEST OF A POWER POLE, 155.8
 JD1705'FEET EAST-SOUTHEAST OF APPLETON WEST BASE 1948, ABOUT 2 FEET
 JD1705'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD1705'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0961 ***********************************************************************
 GE0961  DESIGNATION -  APT BN P B MEM APT FIELDS RM 1
 GE0961  PID         -  GE0961
 GE0961  STATE/COUNTY-  MO/BUTLER
 GE0961  USGS QUAD   -  ROMBAUER (1966)
 GE0961
 GE0961                         *CURRENT SURVEY CONTROL
 GE0961  ___________________________________________________________________
 GE0961* NAD 83(1997)-  36 45 54.57705(N)    090 19 19.29944(W)     ADJUSTED  
 GE0961* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 GE0961  ___________________________________________________________________
 GE0961  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 GE0961  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GE0961
 GE0961  HORZ ORDER  -  SECOND
 GE0961
 GE0961.This mark is at Poplar Bluff Municipal Airport (POF)
 GE0961
 GE0961.The horizontal coordinates were established by classical geodetic methods
 GE0961.and adjusted by the National Geodetic Survey in February 2000..
 GE0961
 GE0961.The orthometric height was scaled from a topographic map.
 GE0961
 GE0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0961
 GE0961.The geoid height was determined by GEOID03.
 GE0961
 GE0961;                    North         East     Units Scale Factor Converg.
 GE0961;SPC MO E     -   103,407.650   265,889.152   MT  0.99993644   +0 06 23.5
 GE0961;UTM  15      - 4,072,166.236   739,031.125   MT  1.00030396   +1 36 13.0
 GE0961
 GE0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0961!SPC MO E     -   0.99998919  x   0.99993644  =   0.99992563
 GE0961!UTM  15      -   0.99998919  x   1.00030396  =   1.00029315
 GE0961
 GE0961                          SUPERSEDED SURVEY CONTROL
 GE0961
 GE0961  NAD 83(1997)-  36 45 54.57897(N)    090 19 19.30004(W) AD(       ) 2
 GE0961  NAD 83(1997)-  36 45 54.58298(N)    090 19 19.30006(W) AD(       ) 2
 GE0961  NAD 83(1986)-  36 45 54.58630(N)    090 19 19.29972(W) AD(       ) 2
 GE0961  NAD 27      -  36 45 54.39560(N)    090 19 18.91600(W) AD(       ) 2
 GE0961
 GE0961.Superseded values are not recommended for survey control.
 GE0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0961.See file dsdata.txt to determine how the superseded data were derived.
 GE0961
 GE0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3903172166(NAD 83)
 GE0961_MARKER: 21 = AIRPORT BEACON
 GE0961
 GE0961  HISTORY     - Date     Condition        Report By
 GE0961  HISTORY     - 1957     FIRST OBSERVED   CGS
 GE0961
 GE0961                          STATION DESCRIPTION
 GE0961
 GE0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE0961'THE STATION IS ABOUT 4 MILES EAST-NORTHEAST OF POPLAR BLUFF
 GE0961'AND 138 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 60.  THE
 GE0961'BEACON IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS WHICH
 GE0961'ARE ORANGE AND WHITE IN COLOR, AND IT IS ABOUT 90 FEET HIGH.
 GE0961'
 GE0961'A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER
 GE0961'OF THE BASE OF THE BEACON, IN WHICH REFERENCE MARK NUMBER ONE WAS
 GE0961'SET AND ESTABLISHED FOR TRIANGULATION STATION FIELDS.  THE
 GE0961'DISTANCE WAS FOUND TO BE 75.88 FEET OR 23.129 METERS.  THE
 GE0961'DISTANCE WAS MEASURED WITH A 30 METER STEEL TAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1000 ***********************************************************************
 GE1000  DESIGNATION -  ARBYRD COTTON COMPRESS CO TANK
 GE1000  PID         -  GE1000
 GE1000  STATE/COUNTY-  MO/DUNKLIN
 GE1000  USGS QUAD   -  ARBYRD (1983)
 GE1000
 GE1000                         *CURRENT SURVEY CONTROL
 GE1000  ___________________________________________________________________
 GE1000* NAD 83(1997)-  36 02 47.91485(N)    090 14 29.07505(W)     ADJUSTED  
 GE1000* NAVD 88     -                                                        
 GE1000  ___________________________________________________________________
 GE1000  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GE1000  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE1000
 GE1000  HORZ ORDER  -  THIRD
 GE1000
 GE1000.The horizontal coordinates were established by classical geodetic methods
 GE1000.and adjusted by the National Geodetic Survey in February 2000..
 GE1000
 GE1000
 GE1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1000
 GE1000.The geoid height was determined by GEOID03.
 GE1000
 GE1000;                    North         East     Units Scale Factor Converg.
 GE1000;SPC MO E     -    23,697.754   273,300.186   MT  0.99994002   +0 09 07.8
 GE1000;SPC AR N     -   191,495.947   558,454.132   MT  0.99996842   +1 01 24.0
 GE1000;SPC AR N     -   628,266.29  1,832,194.93   sFT  0.99996842   +1 01 24.0
 GE1000;UTM  15      - 3,992,643.757   748,508.466   MT  1.00036101   +1 37 26.8
 GE1000
 GE1000                          SUPERSEDED SURVEY CONTROL
 GE1000
 GE1000  NAD 83(1997)-  36 02 47.91506(N)    090 14 29.07498(W) AD(       ) 4
 GE1000  NAD 83(1986)-  36 02 47.92659(N)    090 14 29.07671(W) AD(       ) 4
 GE1000  NAD 27      -  36 02 47.67900(N)    090 14 28.72000(W) AD(       ) 3
 GE1000
 GE1000.Superseded values are not recommended for survey control.
 GE1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1000.See file dsdata.txt to determine how the superseded data were derived.
 GE1000
 GE1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4850892644(NAD 83)
 GE1000_MARKER: 53 = ELEVATED TANK
 GE1000
 GE1000  HISTORY     - Date     Condition        Report By
 GE1000  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE1000  HISTORY     - 1970     GOOD             NGS
 GE1000
 GE1000                          STATION DESCRIPTION
 GE1000
 GE1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1000'THE STATION IS LOCATED ABOUT 0.35 MILE SOUTH SOUTHWEST OF
 GE1000'THE TOWN OF ARBYRD, 85 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GE1000'OF THE WARE-HOUSE AND 80 FEET NORTH OF THE CENTER OF STATE
 GE1000'HIGHWAY 25.  A 4-LEGGED STEEL STRUCTURE SUPPORTS THE TANK
 GE1000'PROPER, IT IS PAINTED SILVER COLOR AND THE WORDS ARBYRD COTTON
 GE1000'COMPRESS CO. ARE ON THE WEST SIDE OF THE TANK.  IT HAS AN
 GE1000'OVER-ALL HEIGHT OF 135 FEET AND THE BALL AT THE APEX WAS
 GE1000'THE POINT OBSERVED UPON.
 GE1000'
 GE1000'TO REACH THE STATION FROM THE ARBYRD RAILROAD DEPOT GO SOUTH
 GE1000'AND WEST ON STATE HIGHWAY 25 FOR 0.3 MILE TO THE STATION
 GE1000'ON THE RIGHT AS DESCRIBED.
 GE1000
 GE1000                          STATION RECOVERY (1970)
 GE1000
 GE1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE1000'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1130 ***********************************************************************
 HE1130  DESIGNATION -  ARCADIA
 HE1130  PID         -  HE1130
 HE1130  STATE/COUNTY-  MO/BARTON
 HE1130  USGS QUAD   -  GARLAND (1991)
 HE1130
 HE1130                         *CURRENT SURVEY CONTROL
 HE1130  ___________________________________________________________________
 HE1130* NAD 83(1997)-  37 38 08.57052(N)    094 35 47.64499(W)     ADJUSTED  
 HE1130* NAVD 88     -       292.3    (meters)     959.     (feet)  VERTCON   
 HE1130  ___________________________________________________________________
 HE1130  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 HE1130  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HE1130
 HE1130  HORZ ORDER  -  FIRST
 HE1130
 HE1130.The horizontal coordinates were established by classical geodetic methods
 HE1130.and adjusted by the National Geodetic Survey in February 2000..
 HE1130
 HE1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1130
 HE1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1130
 HE1130.The geoid height was determined by GEOID03.
 HE1130
 HE1130;                    North         East     Units Scale Factor Converg.
 HE1130;SPC MO W     -   163,023.516   841,476.906   MT  0.99994207   -0 03 32.3
 HE1130;SPC KS S     -   514,760.103   744,418.471   MT  0.99994796   +2 23 55.6
 HE1130;UTM  15      - 4,166,596.661   359,130.356   MT  0.99984443   -0 58 30.3
 HE1130
 HE1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1130!SPC MO W     -   0.99995900  x   0.99994207  =   0.99990107
 HE1130!SPC KS S     -   0.99995900  x   0.99994796  =   0.99990696
 HE1130!UTM  15      -   0.99995900  x   0.99984443  =   0.99980343
 HE1130
 HE1130:                Primary Azimuth Mark                     Grid Az
 HE1130:SPC MO W     -  ARCADIA AZ MK                            097 24 53.7
 HE1130:SPC KS S     -  ARCADIA AZ MK                            094 57 25.8
 HE1130:UTM  15      -  ARCADIA AZ MK                            098 19 51.7
 HE1130
 HE1130|---------------------------------------------------------------------|
 HE1130| PID    Reference Object                     Distance      Geod. Az  |
 HE1130|                                                           dddmmss.s |
 HE1130| CN5549 ARCADIA AZ MK                                      0972121.4 |
 HE1130| CN5550 ARCADIA RM 1                         23.141 METERS 17104     |
 HE1130| HE1134 MULBERRY MUNICIPAL TANK             APPROX. 9.5 KM 1961308.6 |
 HE1130| HE1140 ARMA MUNICIPAL TANK                 APPROX.13.4 KM 2211102.8 |
 HE1130| HE1141 ARCADIA MICROWAVE MAST              APPROX. 7.7 KM 2762745.0 |
 HE1130| CN5551 ARCADIA RM 2                         17.560 METERS 28529     |
 HE1130|---------------------------------------------------------------------|
 HE1130
 HE1130                          SUPERSEDED SURVEY CONTROL
 HE1130
 HE1130  NAD 83(1997)-  37 38 08.57059(N)    094 35 47.64503(W) AD(       ) 1
 HE1130  NAD 83(1997)-  37 38 08.57769(N)    094 35 47.64540(W) AD(       ) 1
 HE1130  NAD 83(1986)-  37 38 08.58093(N)    094 35 47.63890(W) AD(       ) 1
 HE1130  NAD 27      -  37 38 08.42360(N)    094 35 46.79372(W) AD(       ) 1
 HE1130  NGVD 29 (07/19/86)  292.2    (m)          959.     (f) VERT ANG       
 HE1130
 HE1130.Superseded values are not recommended for survey control.
 HE1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1130.See file dsdata.txt to determine how the superseded data were derived.
 HE1130
 HE1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5913066597(NAD 83)
 HE1130_MARKER: DS = TRIANGULATION STATION DISK
 HE1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1130
 HE1130  HISTORY     - Date     Condition        Report By
 HE1130  HISTORY     - 1934     MONUMENTED       CGS
 HE1130  HISTORY     - 1940     GOOD             CGS
 HE1130  HISTORY     - 1965     GOOD             CGS
 HE1130  HISTORY     - 1966     GOOD             CGS
 HE1130
 HE1130                          STATION DESCRIPTION
 HE1130
 HE1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 HE1130'STATION IS ABOUT 15 MILES SSE OF FORT SCOTT, KANSAS, ABOUT
 HE1130'18 MILES SW OF NEVADA, MISSOURI, ABOUT 1-1/2 MILES E OF ARCADIA,
 HE1130'KANSAS, ABOUT 1/4 MILE W OF THE VILLAGE OF OSKALOOSA, MISSOURI,
 HE1130'ON FARM OWNED AND OCCUPIED BY HARRY KING, ABOUT 0.15 MILE SE
 HE1130'OF HIS HOUSE, ON A PROMINENT RIDGE THAT RUNS SOUTHEASTWARD
 HE1130'FROM HIS HOUSE, ABOUT 125 FEET NW OF ITS SE END, ON THE N SIDE
 HE1130'OF THE PASTURE, 15 FEET S OF THE N PASTURE FENCE, ABOUT 80 FEET
 HE1130'SE OF SE CORNER OF AN ABANDONED COAL PIT THAT IS ON CREST OF
 HE1130'THE RIDGE, ABOUT 175 FEET WNW OF A SMALL STONE HOUSE THAT
 HE1130'STANDS AT THE SE FOOT OF THE RIDGE.  THE MARK PROJECTS 2
 HE1130'INCHES.
 HE1130'
 HE1130'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE1130'BRONZE DISKS SET IN CONCRETE.
 HE1130'
 HE1130'REFERENCE MARK NO. 1 IS S OF STATION, AT E END OF A SMALL
 HE1130'EMBANKMENT, 90 FEET S OF THE N PASTURE FENCE.  IT IS FLUSH WITH
 HE1130'THE SURFACE.
 HE1130'
 HE1130'REFERENCE MARK NO. 2 IS WNW OF STATION, ON N PASTURE FENCE
 HE1130'LINE, ABOUT 15 FEET E OF THE SE EDGE OF THE ABANDONED COAL PIT,
 HE1130'112.73 FEET NW OF REFERENCE MARK NO. 1.  IT IS FLUSH WITH THE
 HE1130'SURFACE.
 HE1130'
 HE1130'AZIMUTH MARK IS ESE OF STATION, ON GROUNDS OF OSKALOOSA
 HE1130'SCHOOL NO. 3, 20 FEET SW OF SW CORNER OF THE SCHOOLHOUSE,
 HE1130'40 FEET N OF CENTER LINE OF THE E-W ROAD.  IT IS FLUSH WITH
 HE1130'THE SURFACE.
 HE1130'
 HE1130'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 54 AND U.S. HIGHWAY
 HE1130'73-E AT THE GOODLANDER HOTEL IN FORT SCOTT, KANSAS, GO S ON
 HE1130'U.S. HIGHWAY 73-E, 16.6 MILES TO A CONCRETE ROAD LEADING E TO
 HE1130'ARCADIA, THENCE E ON CONCRETE 1.5 MILES TO CROSS STREETS,
 HE1130'THENCE S 0.3 MILE TO CROSS STREETS, THENCE E 1.25 MILES
 HE1130'(JOGGING N AT THE STATE LINE) TO LANE LEADING S TO MR. KINGS
 HE1130'HOUSE, THENCE S ON LANE 0.1 MILE TO HIS HOUSE, THENCE SE
 HE1130'0.15 MILE TO THE SE CORNER OF THE PIT AND STATION.
 HE1130'
 HE1130'THIS STATION TO BE USED FOR A LAPLACE AZIMUTH-STATION METCALF
 HE1130'TO BE THE AZIMUTH INITIAL.
 HE1130'
 HE1130'HEIGHT OF LIGHT ABOVE STATION MARK 6-FEET.
 HE1130
 HE1130                          STATION RECOVERY (1940)
 HE1130
 HE1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE1130'STATION RECOVERED AS DESCRIBED.  A WHITE REFERENCE POST
 HE1130'WAS SET 4-1/2 FEET NORTH OF THE STATION MARK.
 HE1130
 HE1130                          STATION RECOVERY (1965)
 HE1130
 HE1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1130'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HE1130'CONDITION.  THE OSKALOOSA SCHOOL, LOCATED AT THE AZIMUTH MARK,
 HE1130'IS NOW ABANDONED.  THE PROPERTY IS NOW OWNED BY BESSIE PERTERSON
 HE1130'WHO LIVES IN ARCADIA.  A NEW ROUTE WAS USED TO REACH THE STATION.
 HE1130'A COMPLETE DESCRIPTION FOLLOWS.
 HE1130'
 HE1130'STATION IS LOCATED ABOUT 18 MILES SOUTHWEST OF NEVADA,
 HE1130'MISSOURI, 15 MILES SOUTH-SOUTHEAST OF FORT SCOTT, KANSAS,
 HE1130'1-1/2 MILES EAST OF ARCADIA, 1/4 MILE WEST OF THE VILLAGE OF
 HE1130'OSKALOOSA AND ON THE SOUTHEAST AND LOWER END OF A PROMINENT
 HE1130'RIDGE THAT EXTENDS OUT FROM A FARM HOUSE WHICH IS ON THE
 HE1130'HIGHEST PART.
 HE1130'
 HE1130'TO REACH THE STATION FROM THE POST OFFICE IN ARCADIA, GO
 HE1130'EAST ON PAVED ROAD FOR 0.35 MILE TO A T INTERSECTION AT A SMALL
 HE1130'STORE, TURN RIGHT, SOUTH, AND GO 0.25 MILE TO A CROSSROAD,
 HE1130'TURN LEFT, EAST, AND GO 1.0 MILE TO A SIDE ROAD RIGHT.  (TO
 HE1130'REACH THE AZIMUTH MARK, CONTINUE EAST FOR 0.3 MILE TO A
 HE1130'SIDE ROAD RIGHT, TURN RIGHT, SOUTH, AND GO 0.3 MILE TO A
 HE1130'CROSSROAD, TURN LEFT, EAST, AND GO 0.15 MILE TO ABANDONED
 HE1130'SCHOOL HOUSE AND THE AZIMUTH MARK ON THE LEFT).  TURN RIGHT,
 HE1130'SOUTH, AND GO 0.15 MILE TO A HOUSE, TURN RIGHT AND DRIVE
 HE1130'SOUTHEAST, ACROSS FIELD, FOR 0.15 MILE TO THE STATION ON
 HE1130'SOUTH SIDE OF FENCE LINE.
 HE1130'
 HE1130'STATION MARK IS A STANDARD DISK, STAMPED ARCADIA 1934, SET
 HE1130'IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 HE1130'IS ABOUT 85 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A POND,
 HE1130'118.5 FEET SOUTHEAST OF A 2-1/2 FOOT, IN DIAMETER, TREE AND
 HE1130'14.9 FEET SOUTH OF THE FENCE LINE.
 HE1130'
 HE1130'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARCADIA NO 1
 HE1130'1934, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST, FLUSH
 HE1130'WITH THE GROUND AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE1130'IT IS AT THE EAST END OF A SMALL EMBANKMENT AND 91.8 FEET
 HE1130'SOUTH OF THE FENCE LINE.
 HE1130'
 HE1130'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARCADIA NO 2
 HE1130'1934, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 HE1130'PROJECTS 4 INCHES AND IS ABOUT 1-1/2 FEET HIGHER THAN THE
 HE1130'STATION.  IT IS IN THE FENCE LINE AND 78.5 FEET SOUTH OF THE
 HE1130'2-1/2 FOOT TREE.
 HE1130'
 HE1130'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARCADIA AZI 1934,
 HE1130'SET IN TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE1130'GROUND.  IT IS 104 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE,
 HE1130'40.0 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 20.0 FEET
 HE1130'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE.
 HE1130'
 HE1130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES
 HE1130'EAST OF ARCADIA, KANSAS.
 HE1130'
 HE1130'HEIGHT OF LIGHT ABOVE STATION MARK 14.76 FEET.
 HE1130
 HE1130                          STATION RECOVERY (1966)
 HE1130
 HE1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1130'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HE1130'RECOVERED AS DESCRIBED BY JOHN C. CHILDS IN 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1043 ***********************************************************************
 HC1043  DESIGNATION -  ARCADIA
 HC1043  PID         -  HC1043
 HC1043  STATE/COUNTY-  MO/IRON
 HC1043  USGS QUAD   -  LAKE KILLARNEY (1980)
 HC1043
 HC1043                         *CURRENT SURVEY CONTROL
 HC1043  ___________________________________________________________________
 HC1043* NAD 83(1997)-  37 33 14.96567(N)    090 36 20.13282(W)     ADJUSTED  
 HC1043* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 HC1043  ___________________________________________________________________
 HC1043  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 HC1043  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HC1043
 HC1043  HORZ ORDER  -  THIRD
 HC1043
 HC1043.The horizontal coordinates were established by classical geodetic methods
 HC1043.and adjusted by the National Geodetic Survey in February 2000..
 HC1043
 HC1043.The orthometric height was scaled from a topographic map.
 HC1043
 HC1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1043
 HC1043.The geoid height was determined by GEOID03.
 HC1043
 HC1043;                    North         East     Units Scale Factor Converg.
 HC1043;SPC MO E     -   190,955.658   240,670.309   MT  0.99993441   -0 03 51.7
 HC1043;UTM  15      - 4,159,044.286   711,504.884   MT  1.00015105   +1 27 35.9
 HC1043
 HC1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1043!SPC MO E     -   0.99994667  x   0.99993441  =   0.99988109
 HC1043!UTM  15      -   0.99994667  x   1.00015105  =   1.00009772
 HC1043
 HC1043:                Primary Azimuth Mark                     Grid Az
 HC1043:SPC MO E     -  ARCADIA AZ MK                            030 16 03.5
 HC1043:UTM  15      -  ARCADIA AZ MK                            028 44 35.9
 HC1043
 HC1043|---------------------------------------------------------------------|
 HC1043| PID    Reference Object                     Distance      Geod. Az  |
 HC1043|                                                           dddmmss.s |
 HC1043| CI2894 ARCADIA AZ MK                                      0301211.8 |
 HC1043| CI2895 ARCADIA RM 1                         20.450 METERS 17405     |
 HC1043| CI2896 ARCADIA RM 2                         20.678 METERS 24916     |
 HC1043| HC1045 TAUM SAUK LOOKOUT TOWER             APPROX.10.1 KM 2791747.0 |
 HC1043|---------------------------------------------------------------------|
 HC1043
 HC1043                          SUPERSEDED SURVEY CONTROL
 HC1043
 HC1043  NAD 83(1997)-  37 33 14.97431(N)    090 36 20.13290(W) AD(       ) 3
 HC1043  NAD 83(1986)-  37 33 14.97867(N)    090 36 20.13110(W) AD(       ) 3
 HC1043  NAD 27      -  37 33 14.79900(N)    090 36 19.69700(W) AD(       ) 3
 HC1043
 HC1043.Superseded values are not recommended for survey control.
 HC1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1043.See file dsdata.txt to determine how the superseded data were derived.
 HC1043
 HC1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1150559044(NAD 83)
 HC1043_MARKER: DS = TRIANGULATION STATION DISK
 HC1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1043
 HC1043  HISTORY     - Date     Condition        Report By
 HC1043  HISTORY     - 1956     MONUMENTED       CGS
 HC1043
 HC1043                          STATION DESCRIPTION
 HC1043
 HC1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1043'STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF IRONTON, 19.0
 HC1043'MILES SOUTHWEST OF FARMINGTON, AND ABOUT 12.0 MILES SOUTHEAST
 HC1043'OF BELLEVIEW IN A HEAVILY WOODED AREA.
 HC1043'
 HC1043'STATION IS REACHED AS FOLLOWS- FROM THE COURTHOUSE IN IRONTON
 HC1043'GO SOUTHERLY, ON STATE HIGHWAY 21, FOR 0.45 MILE TO THE JUNCTION
 HC1043'OF STATE HIGHWAY 70.  TURN LEFT AND FOLLOW STATE HIGHWAY 70
 HC1043'EASTERLY FOR 1.45 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 HC1043'1.9 MILES TO THE AZIMUTH MARK ON THE EAST SIDE OF ROAD.
 HC1043'CONTINUE SOUTH FOR 0.5 MILE TO THE TOP OF HILL AND A TRACK ROAD
 HC1043'LEADING WEST INTO WOODS.  TURN RIGHT, ON TRACK ROAD AND GO 0.3
 HC1043'MILE TO STATION.
 HC1043'
 HC1043'STATION, STAMPED ARCADIA 1956, IS A STANDARD USC AND GS BRONZE
 HC1043'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 HC1043'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 11.2 FEET EAST
 HC1043'OF A WHITE WITNESS POST, 7.2 FEET EAST OF FENCELINE AND 53.0
 HC1043'FEET NORTH OF THE CENTERLINE OF TRACK ROAD.
 HC1043'
 HC1043'R.M. 1, STAMPED ARCADIA NO 1 1956, IS A STANDARD USC AND GS
 HC1043'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HC1043'THAT PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 HC1043'AS THE STATION.  IT IS 14.5 FEET SOUTH OF THE CENTERLINE OF
 HC1043'TRACK ROAD AND 16.5 FEET EAST OF FENCELINE.
 HC1043'
 HC1043'R.M. 2, STAMPED ARCADIA NO 2 1956, IS A STANDARD USC AND GS
 HC1043'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HC1043'THAT PROJECTS ABOUT 6 INCHES AND IS ABOUT THE SAME ELEVATION
 HC1043'AS THE STATION.  IT IS 8.0 FEET SOUTH OF THE CENTERLINE OF TRACK
 HC1043'ROAD.
 HC1043'
 HC1043'AZIMUTH MARK, STAMPED ARCADIA 1956, IS A STANDARD USC AND GS
 HC1043'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE
 HC1043'OUTCROPPING ROCK.  IT IS 13.0 FEET EAST OF THE CENTERLINE OF ROAD,
 HC1043'6.0 FEET WEST OF FENCELINE, AND 121 FEET SOUTH OF THE SOUTHEAST
 HC1043'CORNER OF BRIDGE OVER SMALL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1541 ***********************************************************************
 KE1541  DESIGNATION -  ARCHDEKIN RESET
 KE1541  PID         -  KE1541
 KE1541  STATE/COUNTY-  MO/ANDREW
 KE1541  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE1541
 KE1541                         *CURRENT SURVEY CONTROL
 KE1541  ___________________________________________________________________
 KE1541* NAD 83(1997)-  39 52 09.79014(N)    094 48 32.87564(W)     ADJUSTED  
 KE1541* NAVD 88     -       325.3    (meters)    1067.     (feet)  GPS OBS   
 KE1541  ___________________________________________________________________
 KE1541  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 KE1541  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KE1541
 KE1541  HORZ ORDER  -  FIRST
 KE1541
 KE1541.The horizontal coordinates were established by classical geodetic methods
 KE1541.and adjusted by the National Geodetic Survey in February 2000..
 KE1541
 KE1541.The orthometric height was determined by GPS observations and a
 KE1541.high-resolution geoid model.
 KE1541
 KE1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1541
 KE1541.The geoid height was determined by GEOID03.
 KE1541
 KE1541;                    North         East     Units Scale Factor Converg.
 KE1541;SPC MO W     -   411,011.998   823,553.321   MT  0.99994978   -0 11 53.4
 KE1541;UTM  15      - 4,414,826.709   345,274.561   MT  0.99989473   -1 09 35.8
 KE1541
 KE1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1541!SPC MO W     -   0.99995397  x   0.99994978  =   0.99990375
 KE1541!UTM  15      -   0.99995397  x   0.99989473  =   0.99984871
 KE1541
 KE1541:                Primary Azimuth Mark                     Grid Az
 KE1541:SPC MO W     -  ARCHDEKIN AZ MK RESET                    003 54 00.2
 KE1541:UTM  15      -  ARCHDEKIN AZ MK RESET                    004 51 42.6
 KE1541
 KE1541|---------------------------------------------------------------------|
 KE1541| PID    Reference Object                     Distance      Geod. Az  |
 KE1541|                                                           dddmmss.s |
 KE1541| CL6758 ARCHDEKIN AZ MK RESET                              0034206.8 |
 KE1541| CL6757 ARCHDEKIN AZ MK                                    0044859.1 |
 KE1541| CL6759 ARCHDEKIN RM 1                       45.415 METERS 02939     |
 KE1541| CL6762 ARCHDEKIN RM 4                       30.639 METERS 06519     |
 KE1541| CL6761 ARCHDEKIN RM 3                       29.575 METERS 09421     |
 KE1541| CL6760 ARCHDEKIN RM 2                       37.914 METERS 12448     |
 KE1541| KE1542 ST JOSEPH ROOSEVELT JR HS TWR       APPROX.12.5 KM 1940000.4 |
 KE1541| KE1544 ST JOSEPH SACRED HEART CONVENT      APPROX.12.2 KM 1942730.9 |
 KE1541| KE1540 ST JOSEPH COUNTRY CLUB TANK         APPROX. 4.2 KM 2015651.3 |
 KE1541| KE1536 SAVANNAH MUNICIPAL TANK OLD         APPROX. 8.3 KM 3465701.6 |
 KE1541| KE1537 SAVANNAH ANDREWS CO CTHSE DOME      APPROX. 8.2 KM 3474243.7 |
 KE1541|---------------------------------------------------------------------|
 KE1541
 KE1541                          SUPERSEDED SURVEY CONTROL
 KE1541
 KE1541  NAD 83(1997)-  39 52 09.79012(N)    094 48 32.87566(W) AD(       ) 1
 KE1541  NAD 83(1997)-  39 52 09.79012(N)    094 48 32.87566(W) AD(       ) 1
 KE1541  NAD 83(1986)-  39 52 09.79265(N)    094 48 32.87099(W) AD(       ) 1
 KE1541  NAD 27      -  39 52 09.81500(N)    094 48 31.99400(W) AD(       ) 1
 KE1541
 KE1541.Superseded values are not recommended for survey control.
 KE1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1541.See file dsdata.txt to determine how the superseded data were derived.
 KE1541
 KE1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4527514827(NAD 83)
 KE1541_MARKER: DH = HORIZONTAL CONTROL DISK
 KE1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1541_STAMPING: ARCHDEKIN RESET 1934
 KE1541_MARK LOGO: CGS   
 KE1541_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1541+STABILITY: SURFACE MOTION
 KE1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1541+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1996
 KE1541
 KE1541  HISTORY     - Date     Condition        Report By
 KE1541  HISTORY     - 1934     MONUMENTED       CGS
 KE1541  HISTORY     - 1963     GOOD             CGS
 KE1541  HISTORY     - 1973     SEE DESCRIPTION  NGS
 KE1541  HISTORY     - 19790601 MARK NOT FOUND   NGS
 KE1541  HISTORY     - 19960515 GOOD             MODNR
 KE1541
 KE1541                          STATION DESCRIPTION
 KE1541
 KE1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1541'STATION IS ABOUT 6 MILES S OF SAVANNAH, ABOUT 7 MILES NNE OF ST.
 KE1541'JOSEPH, IN THE NORTHERN PART OF SE 1/4 SECTION 3, T 58 N, R 35 W,
 KE1541'ON LAND OWNED AND OCCUPIED BY WILLIAM N. ARCHDEKIN, IN HIS FARM
 KE1541'YARD, 33 FEET S OF S SIDE OF BRICK FOUNDATION OF HIS HOUSE THAT
 KE1541'WAS RECENTLY DEMOLISHED, 17 FEET S OF CENTER LINE OF THE LANE,
 KE1541'224 FEET W OF CENTER LINE OF U.S. HIGHWAY 71, 160 FEET W OF W
 KE1541'RAIL OF THE ST. JOSEPH-SAVANNAH INTERURBAN RAILROAD, 19 FEET
 KE1541'W OF A 20-INCH ELM TREE, 12 FEET ENE OF A LARGE CLUMP OF
 KE1541'LILAC BUSHES, ABOUT 80 FEET WSW OF A GROVE OF PINES AND
 KE1541'CEDARS.  THE MARK IS FLUSH WITH THE SURFACE.
 KE1541'
 KE1541'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1541'BRONZE DISKS SET IN CONCRETE.
 KE1541'
 KE1541'REFERENCE MARK NO. 1 IS NE OF STATION, 78 FEET W OF THE W RAIL OF
 KE1541'THE INTERURBAN TRACKS, 55 FEET W OF EDGE OF CUT BANK, 5 FEET ESE
 KE1541'OF A 6-INCH PERSIMMON TREE, AT N SIDE OF THE GROVE.  IT IS FLUSH
 KE1541'WITH THE SURFACE.
 KE1541'
 KE1541'REFERENCE MARK NO. 2 IS SE OF STATION, 10 FEET W OF CENTER LINE OF
 KE1541'THE LANE, 60 FEET W OF THE W RAIL OF THE INTERURBAN TRACKS, 7 FEET
 KE1541'N OF AN 18-INCH LOCUST TREE, 202.47 FEET S OF REFERENCE MARK
 KE1541'NO. 1.  IT PROJECTS 1 INCH.
 KE1541'
 KE1541'AZIMUTH MARK IS N BY E OF STATION, 25 FEET E OF CENTER LINE OF U.S.
 KE1541'HIGHWAY 71, 24 FEET N OF A TELEPHONE POLE, ON RIGHT-OF-WAY FENCE
 KE1541'LINE, ABOUT 40 FEET NNE OF MR. J.W. KARRASCHS MAIL BOX.  IT
 KE1541'PROJECTS ABOUT 4 INCHES.
 KE1541'
 KE1541'TO REACH FROM THE BRIDGE ACROSS RAILROAD TRACKS NEAR E SIDE OF
 KE1541'SAVANNAH, GO S ON U.S. HIGHWAY 71, 6.0 MILES, THENCE W ACROSS THE
 KE1541'INTERURBAN TRACKS, AND THEN N AND W ALONG LANE FOR 0.05 MILE TO
 KE1541'THE BRICK FOUNDATION AND STATION.
 KE1541'
 KE1541'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 KE1541'
 KE1541'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 KE1541
 KE1541                          STATION RECOVERY (1963)
 KE1541
 KE1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KE1541'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1541'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK AND REFERENCE MARK NO. 2
 KE1541'WHICH HAD BEEN DESTROYED, REFERENCE MARK NO. 3 AND A NEW AZIMUTH
 KE1541'MARK WERE SET.  A COMPLETE DESCRIPTION FOLLOWS.
 KE1541'
 KE1541'STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF ST. JOSEPH
 KE1541'AND 6 MILES SOUTH OF SAVANNAH AND ABOUT 3/4 MILE NORTH OF THE
 KE1541'JUNCTION OF INTERSTATE HIGHWAY 29 AND U.S. HIGHWAY 71 ALONG THE
 KE1541'WEST SIDE OF U.S. HIGHWAY 71 ON A HIGH KNOLL IN THE SE 1/4 OF SEC.
 KE1541'3, T 58 N., R 35 W., 126 FEET NORTHWEST OF A BRACED POWER POLE, 95
 KE1541'FEET WEST OF THE WEST RIGHT-OF-WAY FENCE FOR U.S. HIGHWAY 71, 87
 KE1541'FEET SOUTHWEST OF A LONE CEDAR TREE, 18 FEET WEST OF A
 KE1541'24-INCH PERSIMMON TREE, AND 1 FOOT EAST OF A NEW STEEL
 KE1541'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 KE1541'STAMPED ARCHDEKIN 1934
 KE1541'
 KE1541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 71
 KE1541'BYPASS AT THE EAST SIDE OF ST. JOSEPH, GO NORTH ON U.S. HIGHWAY 71
 KE1541'BYPASS FOR 5.8 MILES TO WHERE U.S. HIGHWAY 71 PASSES OVER
 KE1541'INTERSTATE HIGHWAY 29.  CONTINUE NORTH ON U.S. HIGHWAY 71 FOR 0.7
 KE1541'MILE TO THE STATION ON THE LEFT OR WEST SIDE OF THE HIGHWAY AS
 KE1541'DESCRIBED.
 KE1541'
 KE1541'REFERENCE MARK NO. 1 IS 149.01 FEET NORTHEAST OF THE STATION,
 KE1541'73 FEET NORTH OF A LONE CEDAR TREE, 12 FEET WEST-SOUTHWEST
 KE1541'OF A POWER POLE, 11 FEET WEST OF THE WEST FENCE ALONG U.S.
 KE1541'HIGHWAY 71, AND 4 FEET EAST OF A 12-INCH PERSIMMON TREE.
 KE1541'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ARCHDEKIN
 KE1541'NO 1 1934.
 KE1541'
 KE1541'REFERENCE MARK NO. 3 IS 97.03 FEET EAST OF THE STATION,
 KE1541'78 FEET EAST OF A 24-INCH PERSIMMON TREE, 75 FEET WEST OF
 KE1541'THE CENTER OF THE WEST LANE OF U.S. HIGHWAY 71, 70 FEET
 KE1541'SOUTH-SOUTHEAST OF A LONE CEDAR TREE, 1 FOOT EAST OF THE
 KE1541'HIGHWAY RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A NEW STEEL
 KE1541'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 KE1541'STAMPED ARCHDEKIN NO 3 1934.
 KE1541'
 KE1541'AZIMUTH MARK RESET IS 0.4 MILE NORTH OF THE STATION, 83
 KE1541'FEET EAST OF THE CENTERLINE OF THE EAST LANE OF DOUBLE-LANE
 KE1541'U.S. HIGHWAY 71, 66 FEET SOUTH OF THE SOUTHWEST CORNER OF
 KE1541'MR. W.E. REINERTS HOUSE AND ON A TANGENT WITH THE WEST SIDE
 KE1541'OF THE SAME HOUSE, 51 FEET WEST OF THE SOUTHWEST CORNER
 KE1541'OF A CONCRETE BLOCK GARAGE, 22 FEET SOUTH OF THE CENTER
 KE1541'OF DRIVEWAY, AND 15 FEET EAST OF A COMBINATION TELEPHONE
 KE1541'AND POWER POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 KE1541'DISK IS STAMPED ARCHDEKIN 1934 RESET 1963.
 KE1541'
 KE1541'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 KE1541'U.S. HIGHWAY 71 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 KE1541'RIGHT AS DESCRIBED.
 KE1541
 KE1541                          STATION RECOVERY (1973)
 KE1541
 KE1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KE1541'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 KE1541'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1963.  BY REQUEST OF
 KE1541'THE PROPERTY OWNER THE STATION MARK WAS LOWERED THIS DATE.
 KE1541'REFERENCE MARK 4 WAS ESTABLISHED THIS DATE.  THE 24 INCH PERSIMMON
 KE1541'TREE WILL BE REMOVED AND THE AREA AT THE STATION SITE WILL BE
 KE1541'UNDER CULTIVATION.  THE DESCRIPTION OF THE ROUTE TO
 KE1541'REACH THE STATION IS ADEQUATE.  FOLLOWING ARE ADDITIONAL NOTES
 KE1541'FOR THE STATION MARK AND A DESCRIPTION FOR REFERENCE MARK 4.
 KE1541'
 KE1541'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ARCHDEKIN 1934
 KE1541'1973, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 20 INCHES
 KE1541'BELOW THE GROUND SURFACE.  THE UNDERGROUND STATION MARK IS 40
 KE1541'INCHES BELOW THE GROUND SURFACE.
 KE1541'
 KE1541'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ARCHDEKIN 1934 NO 4 1973,
 KE1541'SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH
 KE1541'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND
 KE1541'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 1 FOOT SOUTH OF
 KE1541'A METAL WITNESS POST AND 6 INCHES WEST OF A NORTH-SOUTH FENCE LINE
 KE1541'ALONG THE WEST RIGHT-OF-WAY OF US HIGHWAY 71.
 KE1541'
 KE1541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH OF
 KE1541
 KE1541                          STATION RECOVERY (1979)
 KE1541
 KE1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KE1541'NO SEARCH MADE FOR AZIMUTH MARK.  STATION AREA IS NOW IN CORNFIELD.
 KE1541'STATION NOT FOUND.  INTERSECTED DISTANCE TIES FROM LONE CEDAR,
 KE1541'REFERENCE MARK 1 AND REFERENCE MARK 3, (NO INFORMATION ON REFERENCE
 KE1541'MARK 4 ON FILE), CHECKED DIRECTIONS WITH BRUNTON AND PROBED STATION
 KE1541'AREA 3 FT (0.9 M) - 5 FT (1.5 M) DEEP.  UNDERGROUND MARK NOT FOUND.
 KE1541'MEASUREMENTS MADE WITH BOX TAPE.  MORE PRECISE MEASUREMENTS AND
 KE1541'THEODOLITE MIGHT YET RECOVER UNDERGROUND MARK. DISTANCES AND
 KE1541'DIRECTIONS TO AZIMUTH MARK, REFERENCE MARKS AND PROMINENT OBJECTS
 KE1541'WHICH CAN BE SEEN FROM THE GROUND AT THE STATION.
 KE1541
 KE1541                          STATION RECOVERY (1996)
 KE1541
 KE1541'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 KE1541'(SEE TABLE BELOW) THE STATION IS ABOUT 3 0.25 MI (0.40 KM) NORTH OF
 KE1541'THE ANDREW-BUCHANAN COUNTY LINE IN AN AGRICULTURAL FIELD ON THE WEST
 KE1541'SIDE OF U.S.  HIGHWAYS 59 AND 71.  IT IS 95 FT (29.0 M) WEST OF THE
 KE1541'WEST R/W FENCE, 149.0 FT (45.4 M) SOUTHWEST OF R.M.  NO.  1 (IN BRUSHY
 KE1541'AREA) , 100.5 FT (30.6 M) WSW OF R.M.  NO.  4 (AT R/W FENCE AND
 KE1541'WITNESS POST) , 97.0 FT (29.6 M) WNW OF R.M.  NO.  3 (AT R/W FENCE AND
 KE1541'WITNESS POST) , AND 126 FT (38.4 M) NORTHWEST OF A BRACED UTILITY POLE
 KE1541'AT THE R/W FENCE. THE AZIMUTH MARK IS 0.4 MI (0.6 KM) NORTH ON THE
 KE1541'EAST SIDE OF HIGHWAYS 59 AND 71 AT THE RESIDENCE OWNED BY MR.  DEAN
 KE1541'THOMAS.  IT IS 83 FT (25.3 M) EAST OF THE CENTER LINE OF THE
 KE1541'NORTHBOUND LANE, 66 FT (20.1 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 KE1541'HOUSE, 51 FT (15.5 M) WEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 KE1541'GARAGE, 22 FT (6.7 M) SOUTH OF THE CENTER LINE OF A FORMER DRIVEWAY TO
 KE1541'THE GARAGE, 1.5 FT (0.5 M) ENE OF A MSHTD R/W MARKER, 1.3 FT (0.4 M)
 KE1541'ENE OF A CAPPED REBAR (LS 1463) , 3.6 FT (1.1 M) NORTHEAST OF A GTE
 KE1541'TELEPHONE RISER BOX, 2.5 FT (0.8 M) SOUTHWEST OF A UTILITY POLE WITH A
 KE1541'TRANSFORMER AND 14.2 FT (4.3 M) EAST OF A GUYED UTILITY POLE NO.
 KE1541'F2585. TO REACH THE STATION FROM THE CENTER OF I-29 EXIT 53 (U.S.
 KE1541'HWYS.  59 AND 71) GO NORTH ON U.S.  HIGHWAYS 59 AND 71 FOR 0.8 MI (1.3
 KE1541'KM) TO CREST OF A GRADE AND STATION IN AGRICULTURAL FIELD ON THE LEFT
 KE1541'(WEST) AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION
 KE1541'CONTINUE NORTH ON U.S. HWYS.  59 AND 71 FOR 0.4 MI (0.6 KM) TO MARK ON
 KE1541'THE RIGHT (EAST) SIDE AS DESCRIBED. STATION PROPERTY IS OWNED BY MRS.
 KE1541'ELIZABETH KARRASCH, ROUTE 3, ST. JOSEPH, MO 64505, TEL 816/324-4557.
 KE1541'AZIMUTH MARK IS ON PROPERTY OWNED BY MR.  DEAN THOMAS, ROUTE 3 - BOX
 KE1541'171, ST.  JOSEPH, MO 64505, TEL 816/324-4477. DATE OF REPORT
 KE1541'05-15-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1398 ***********************************************************************
 HD1398  DESIGNATION -  ARCOLA
 HD1398  PID         -  HD1398
 HD1398  STATE/COUNTY-  MO/DADE
 HD1398  USGS QUAD   -  CRISP (1981)
 HD1398
 HD1398                         *CURRENT SURVEY CONTROL
 HD1398  ___________________________________________________________________
 HD1398* NAD 83(1997)-  37 32 46.73585(N)    093 49 36.15870(W)     ADJUSTED  
 HD1398* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 HD1398  ___________________________________________________________________
 HD1398  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 HD1398  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HD1398
 HD1398  HORZ ORDER  -  FIRST
 HD1398
 HD1398.The horizontal coordinates were established by classical geodetic methods
 HD1398.and adjusted by the National Geodetic Survey in February 2000..
 HD1398
 HD1398.The orthometric height was scaled from a topographic map.
 HD1398
 HD1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1398
 HD1398.The geoid height was determined by GEOID03.
 HD1398
 HD1398;                    North         East     Units Scale Factor Converg.
 HD1398;SPC MO W     -   153,310.519   909,495.965   MT  0.99998476   +0 24 37.1
 HD1398;UTM  15      - 4,155,800.809   426,971.475   MT  0.99966569   -0 30 13.8
 HD1398
 HD1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1398!SPC MO W     -   0.99995315  x   0.99998476  =   0.99993791
 HD1398!UTM  15      -   0.99995315  x   0.99966569  =   0.99961886
 HD1398
 HD1398:                Primary Azimuth Mark                     Grid Az
 HD1398:SPC MO W     -  STOCKTON MUNICIPAL TANK                  008 24 24.4
 HD1398:UTM  15      -  STOCKTON MUNICIPAL TANK                  009 19 15.3
 HD1398
 HD1398|---------------------------------------------------------------------|
 HD1398| PID    Reference Object                     Distance      Geod. Az  |
 HD1398|                                                           dddmmss.s |
 HD1398| HD1396 STOCKTON MUNICIPAL TANK             APPROX.16.8 KM 0084901.5 |
 HD1398| CN5552 ARCOLA AZ MK                                       0734623.8 |
 HD1398| CN5553 ARCOLA RM 1                          25.625 METERS 12522     |
 HD1398| HD1371 GREENFIELD MUNICIPAL TANK           APPROX.14.7 KM 1845154.6 |
 HD1398| HD1379 LOCKWOOD MUNICIPAL TANK             APPROX.21.0 KM 2115823.5 |
 HD1398| HE0920 GOLDEN CITY MUNICIPAL TANK          APPROX.28.9 KM 2341136.7 |
 HD1398| CN5554 ARCOLA RM 2                          21.896 METERS 24059     |
 HD1398|---------------------------------------------------------------------|
 HD1398
 HD1398                          SUPERSEDED SURVEY CONTROL
 HD1398
 HD1398  NAD 83(1997)-  37 32 46.73697(N)    093 49 36.15912(W) AD(       ) 1
 HD1398  NAD 83(1997)-  37 32 46.74661(N)    093 49 36.15934(W) AD(       ) 1
 HD1398  NAD 83(1986)-  37 32 46.74772(N)    093 49 36.15735(W) AD(       ) 1
 HD1398  NAD 27      -  37 32 46.59700(N)    093 49 35.38900(W) AD(       ) 1
 HD1398
 HD1398.Superseded values are not recommended for survey control.
 HD1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1398.See file dsdata.txt to determine how the superseded data were derived.
 HD1398
 HD1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB2697155801(NAD 83)
 HD1398_MARKER: DS = TRIANGULATION STATION DISK
 HD1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1398
 HD1398  HISTORY     - Date     Condition        Report By
 HD1398  HISTORY     - 1939     MONUMENTED       CGS
 HD1398  HISTORY     - 1959     GOOD             CGS
 HD1398  HISTORY     - 1960     GOOD             CGS
 HD1398
 HD1398                          STATION DESCRIPTION
 HD1398
 HD1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1398'ABOUT 2.6 MILES EAST OF ARCOLA, IN THE NORTHEAST QUARTER OF
 HD1398'SEC. 6, T. 32 N., R. 26 W., ON THE HIGHEST TIMBERED HILL IN
 HD1398'THE IMMEDIATE VICINITY, ON PROPERTY OWNED AND OCCUPIED BY J.W.
 HD1398'BEATY AND 30 FEET SOUTH OF A SINGLE STRAND BARBWIRE FENCE.
 HD1398'SURFACE MARK IS STAMPED ARCOLA 1939 AND PROJECTS 8 INCHES
 HD1398'ABOVE GROUND.
 HD1398'
 HD1398'TO REACH FROM THE MAIN CROSSROADS IN ARCOLA, GO EAST ON A DIRT
 HD1398'SECTION-LINE ROAD FOR 2.6 MILES, THEN TURN RIGHT AND GO 0.1
 HD1398'MILE TO A FIELD ROAD ON THE LEFT, TURN LEFT AND GO 0.05 MILE
 HD1398'ACROSS THE FIELD TO THE TOP OF THE HILL AND STATION.
 HD1398'
 HD1398'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HD1398'BRONZE DISKS SET IN CONCRETE.
 HD1398'ALL MARKS ARE WITNESSED BY 4- BY
 HD1398'4- INCH WHITE WOODEN POSTS PROJECTING 2-1/2 FEET ABOVE GROUND.
 HD1398'
 HD1398'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND 5 FEET
 HD1398'WEST OF A FENCE LINE.  IT IS STAMPED ARCOLA NO. 1, 1939 AND
 HD1398'PROJECTS 6 INCHES ABOVE GROUND.
 HD1398'
 HD1398'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, IS STAMPED
 HD1398'ARCOLA NO. 2, 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 HD1398'
 HD1398'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 59 FEET WEST OF
 HD1398'THE WEST HOUSEYARD FENCE, 29 FEET SOUTH OF THE NORTH BARNYARD
 HD1398'FENCE AND IN THE WEST BARNYARD FENCE.  IT IS STAMPED ARCOLA 1939
 HD1398'AND PROJECTS 6 INCHES ABOVE THE GROUND.
 HD1398'
 HD1398'TO REACH AZIMUTH MARK FROM THE STATION GO NORTHWEST 0.05
 HD1398'MILE ACROSS THE FIELD, THEN GO NORTH FOR 0.15 MILE TO THE
 HD1398'CROSSROADS, THEN TURN RIGHT AND GO 0.5 MILE TO A FARMHOUSE AND
 HD1398'THE MARK IN THE WEST BARNYARD FENCE.
 HD1398'
 HD1398'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 HD1398'
 HD1398'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HD1398
 HD1398                          STATION RECOVERY (1959)
 HD1398
 HD1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1398'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 HD1398'WERE FOUND IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH MARK
 HD1398'AND REFERENCE MARKS 1 AND 2 CHECKED.  THE DISTANCE TO REFERENCE
 HD1398'MARK 1 CHECKED.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE
 HD1398'0.06 FOOT LONGER THAN PREVIOUSLY MEASURED.  THE FENCE MENTIONED
 HD1398'BY THE STATION IS NO LONGER THERE.  THE HOUSEYARD FENCE AND
 HD1398'THE BARNYARD FENCE MENTIONED BY THE AZIMUTH MARK ARE NO LONGER
 HD1398'THERE.
 HD1398'
 HD1398'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS-
 HD1398'
 HD1398'THE STATION IS ABOUT 2.6 MILES EAST OF ARCOLA, ON THE HIGHEST
 HD1398'TIMBERED HILL IN THE IMMEDIATE VICINITY, IN THE NORTHEAST 1/4
 HD1398'OF SEC. 6, T. 32 N., R. 26 W., AND ON THE PROPERTY OF MR. V.T.
 HD1398'SIMMON.  IT IS 36 FEET WEST OF A 10 INCH OAK TREE, 26 FEET
 HD1398'NORTHWEST OF A 10 INCH OAK TREE AND 3 FEET EAST OF A WITNESS
 HD1398'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HD1398'ARCOLA 1939.
 HD1398'
 HD1398'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39
 HD1398'AND COUNTY ROAD Y IN ARCOLA, GO EAST, NORTH AND EAST FOR 3.5
 HD1398'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A
 HD1398'GRADED ROAD FOR 0.4 MILE TO A T-ROAD. *TURN RIGHT AND GO WEST
 HD1398'ON A GRADED ROAD FOR 0.45 TO THE HOME OF MR. SIMMON ON THE LEFT.
 HD1398'TURN LEFT, PASSING THE EAST SIDE OF THE HOUSE, AND GO SOUTH
 HD1398'ACROSS A FIELD TO THE HIGHEST POINT OF A HILL AND THE STATION AS
 HD1398'DESCRIBED.
 HD1398'
 HD1398'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON A GRADED
 HD1398'ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 HD1398'
 HD1398'REFERENCE MARK 1 IS 17 FEET NORTH OF A 10 INCH HICKORY TREE
 HD1398'AND 3 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 HD1398'PROJECTS 5 INCHES AND THE DISK IS STAMPED ARCOLA NO 1 1939.
 HD1398'
 HD1398'REFERENCE MARK 2 IS 69 FEET SOUTHEAST OF A WITNESS POST, 11
 HD1398'FEET NORTHEAST OF A 6 INCH OAK TREE AND 6 FEET SOUTHEAST OF
 HD1398'A 6 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 HD1398'IS STAMPED ARCOLA NO 2 1939.
 HD1398'
 HD1398'THE AZIMUTH MARK IS 52 FEET SOUTH OF THE CENTERLINE OF THE
 HD1398'GRADED ROAD, 48 FEET WEST OF THE CENTERLINE OF A GRAVELED
 HD1398'DRIVEWAY, 17 FEET SOUTH OF A POWER POLE, 2 FEET EAST OF A WIRE
 HD1398'FENCE AND 2 FEET WEST OF A WITNESS POST.  THE MONUMENT PROJECTS
 HD1398'8 INCHES AND THE DISK IS STAMPED ARCOLA 1939.
 HD1398'
 HD1398'NO PICTURE POINT AVAILABLE.
 HD1398'
 HD1398'NO MEASUREMENTS BETWEEN RMS, TREES ON LINE.
 HD1398'
 HD1398'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1398
 HD1398                          STATION RECOVERY (1960)
 HD1398
 HD1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1398'ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 HD1398'GOOD CONDITION, THE DESCRIPTION WAS ENTIRELY ADEQUATE AND THE
 HD1398'DIRECTIONS WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1
 HD1398'WAS FOUND TO BE .04 FOOT LONGER THAN PREVIOUSLY MEASURED.  THE
 HD1398'DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE .02 FOOT
 HD1398'SHORTER THAN PREVIOUSLY MEASURED.
 HD1398'
 HD1398'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HD1398'
 HD1398'NOTE- A 64 FOOT TOWER WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1118 ***********************************************************************
 KD1118  DESIGNATION -  ARDMORE
 KD1118  PID         -  KD1118
 KD1118  STATE/COUNTY-  MO/MACON
 KD1118  USGS QUAD   -  BEVIER SOUTH (1978)
 KD1118
 KD1118                         *CURRENT SURVEY CONTROL
 KD1118  ___________________________________________________________________
 KD1118* NAD 83(1997)-  39 40 00.36452(N)    092 33 35.63310(W)     ADJUSTED  
 KD1118* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 KD1118  ___________________________________________________________________
 KD1118  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 KD1118  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KD1118
 KD1118  HORZ ORDER  -  SECOND
 KD1118
 KD1118.The horizontal coordinates were established by classical geodetic methods
 KD1118.and adjusted by the National Geodetic Survey in February 2000..
 KD1118
 KD1118.The orthometric height was scaled from a topographic map.
 KD1118
 KD1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1118
 KD1118.The geoid height was determined by GEOID03.
 KD1118
 KD1118;                    North         East     Units Scale Factor Converg.
 KD1118;SPC MO C     -   425,453.384   494,860.638   MT  0.99993366   -0 02 17.6
 KD1118;UTM  15      - 4,390,865.328   537,749.010   MT  0.99961754   +0 16 51.3
 KD1118
 KD1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1118!SPC MO C     -   0.99996440  x   0.99993366  =   0.99989806
 KD1118!UTM  15      -   0.99996440  x   0.99961754  =   0.99958195
 KD1118
 KD1118|---------------------------------------------------------------------|
 KD1118| PID    Reference Object                     Distance      Geod. Az  |
 KD1118|                                                           dddmmss.s |
 KD1118| CL8817 ARDMORE AZ MK                       377.141 METERS 00235     |
 KD1118| CL8818 ARDMORE RM 1                         24.588 METERS 02537     |
 KD1118| KD1038 MACON MO HIWAY PATROL RAD MAST      APPROX.11.7 KM 0374352.4 |
 KD1118| KD1027 MACON MUNICIPAL TANK                APPROX.10.4 KM 0425145.9 |
 KD1118| DF8333 ARDMORE RM 3                          2.118 METERS 21212     |
 KD1118| KD1122 KASEY                               APPROX. 9.7 KM 2454813.9 |
 KD1118| CL8819 ARDMORE RM 2                         24.200 METERS 24821     |
 KD1118| DF8334 ARDMORE RM 4                          1.835 METERS 29128     |
 KD1118|---------------------------------------------------------------------|
 KD1118
 KD1118                          SUPERSEDED SURVEY CONTROL
 KD1118
 KD1118  NAD 83(1997)-  39 40 00.36802(N)    092 33 35.63996(W) AD(       ) 2
 KD1118  NAD 83(1986)-  39 40 00.36939(N)    092 33 35.64029(W) AD(       ) 2
 KD1118  NAD 27      -  39 40 00.25140(N)    092 33 34.97190(W) AD(       ) 2
 KD1118
 KD1118.Superseded values are not recommended for survey control.
 KD1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1118.See file dsdata.txt to determine how the superseded data were derived.
 KD1118
 KD1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD3774990865(NAD 83)
 KD1118_MARKER: DS = TRIANGULATION STATION DISK
 KD1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1118_STAMPING: ARDMORE 1948
 KD1118_MARK LOGO: CGS   
 KD1118_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1118+STABILITY: SURFACE MOTION
 KD1118
 KD1118  HISTORY     - Date     Condition        Report By
 KD1118  HISTORY     - 1948     MONUMENTED       CGS
 KD1118  HISTORY     - 1966     GOOD             CGS
 KD1118  HISTORY     - 1968     GOOD             USGS
 KD1118  HISTORY     - 1974     GOOD             NGS
 KD1118  HISTORY     - 19840814 GOOD             NGS
 KD1118
 KD1118                          STATION DESCRIPTION
 KD1118
 KD1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1118'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHWEST OF MACON,
 KD1118'3.0 MILES NORTH OF COLLEGE MOUND, IN A TRIANGLE FORMED BY THE
 KD1118'FORKS OF ROADS.  IT IS 128 FEET EAST-NORTHEAST OF THE
 KD1118'INTERSECTION AND 61 FEET WEST OF A POWERLINE POLE.  THE
 KD1118'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ARDMORE 1948.
 KD1118'
 KD1118'REFERENCE MARK NO. 1 IS 80.67 FEET NORTH-NORTHEAST OF THE
 KD1118'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KD1118'ARDMORE NO 1 1948.
 KD1118'
 KD1118'REFERENCE MARK NO. 2 IS 79.40 FEET SOUTHWEST OF THE STATION,
 KD1118'54 FEET EAST-NORTHEAST OF THE INTERSECTION AND 15 FEET
 KD1118'SOUTHEAST OF A SIGN BEVIER COAL CO.  THE MARK PROJECTS 4
 KD1118'INCHES AND THE DISK IS STAMPED ARDMORE NO 2 1948.
 KD1118'
 KD1118'AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF THE STATION.  38
 KD1118'FEET WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST OF THE
 KD1118'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KD1118'ARDMORE 1948.
 KD1118'
 KD1118'TO REACH FROM THE CENTER OF COLLEGE MOUND, GO NORTH ON THE
 KD1118'MAIN ROAD (COUNTY ROUTE C) 3.45 MILES TO FORKS OF ROAD WHERE
 KD1118'MAIN ROAD CURVES TO THE LEFT, STATION IS IN THE TRIANGLE FORMED BY
 KD1118'ROAD FORK.  CONTINUE NORTH ON THE MAIN ROAD 0.25 MILE TO THE
 KD1118'AZIMUTH MARK ON THE LEFT.
 KD1118'
 KD1118'A 100 FOOT SIGNAL AT CALLAO AND KASEY IS VISIBLE AT 50 FEET.
 KD1118'
 KD1118'AN 87 FOOT SIGNAL AT MACON 1934 IS VISIBLE AT 50 FEET.
 KD1118'
 KD1118'A 74 FOOT SIGNAL AT BARRY AND BEVIER IS VISIBLE AT 50 FEET.
 KD1118'
 KD1118'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1118
 KD1118                          STATION RECOVERY (1966)
 KD1118
 KD1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1118'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KD1118'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KD1118'CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KD1118'
 KD1118'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 KD1118'
 KD1118'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 KD1118
 KD1118                          STATION RECOVERY (1968)
 KD1118
 KD1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JFS)
 KD1118'ALL MARKS FOUND AS DESCRIBED.
 KD1118'
 KD1118'DIRECTION AND DISTANCE ABOUT 7 MI. SW OF MACON.
 KD1118
 KD1118                          STATION RECOVERY (1974)
 KD1118
 KD1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KD1118'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 KD1118'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 KD1118'IN FAIR CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION
 KD1118'MARK BY A POWER POLE THIS DATE.  A METAL WITNESS POST WAS SET 2
 KD1118'FEET SOUTH OF THE STATION MARK.
 KD1118'
 KD1118'A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE MARK 1.
 KD1118'
 KD1118'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 KD1118'
 KD1118'THE 1948 DESCRIPTION OF THE STATION IS ADEQUATE FOR RECOVERY.
 KD1118'
 KD1118'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES NORTH
 KD1118'OF COLLEGE MOUND.
 KD1118
 KD1118                          STATION RECOVERY (1984)
 KD1118
 KD1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KD1118'THE SURFACE STATION MARK AND THE AZ MK WERE RECOVERED IN GOOD
 KD1118'CONDITION.  RM 1 WAS FOUND PROJECTING 12 INCHES ABOVE THE GROUND AND
 KD1118'LOOSE IN THE GROUND.  THE MARK WAS OBVIOUSLY DISTURBED.  RM 2 WAS
 KD1118'FOUND LOOSE IN THE GROUND AND THE ARROW ON THE MARK NO LONGER POINTED
 KD1118'TOWARDS THE STATION.  THE MARK HAD ALSO BEEN DISTURBED.  SINCE BOTH
 KD1118'RMS HAD OBVIOUSLY BEEN DISTURBED, NO ATTEMPT WAS MADE TO OBTAIN CHECKS
 KD1118'TO THEM.  RMS 3 AND 4 WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 KD1118'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SE OF MACON, 5 3/4 MI S OF
 KD1118'BEVIER, 3 MI (4.8 KM) N OF COLLEGE MOUND AND ON ROAD RIGHT-OF-WAY.
 KD1118'CONTACT MISSOURI HWY DEPARTMENT, U.S HWY 63 NORH, MACON MO 63552.  TO
 KD1118'REACH THE STATION FROM THE POST OFFICE IN BEVIER, GO S ON STATE ROAD C
 KD1118'FOR 5.55 MI (8.93 KM) TO THE AZ MK ON THE RIGHT, AT A PRIVATE
 KD1118'DRIVEWAY.  CONTINUE S ON ROAD C FOR 0.25 MI (0.40 KM) TO A SIDE ROAD
 KD1118'LEFT AND THE STATION ON THE LEFT, AT THE BEGINNING OF A CURVE TO THE
 KD1118'SW.
 KD1118' 
 KD1118'THE STATION IS A STANDARD CGS DISK STAMPED---ARDMORE 1948---, SET INTO
 KD1118'THE TOP OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN
 KD1118'DIAMETER, PROJECTING 06 INCHES (15 CM) ABOVE THE GROUND.  THE STATION
 KD1118'IS LOCATED 91.0 FT (27.7 M) SE FROM THE CENTERLINE OF ROAD C, 107.0 FT
 KD1118'(32.6 M) NE FROM THE CENTERLINE OF A GRAVELED ROAD, 1.20 FT (0.37 M) N
 KD1118'FROM A WITNESS POST, 1.5 FT (0.5 M) W FROM A WITNESS POST.  RM NO 03,
 KD1118'IS A STANDARD NGS DISK STAMPED---ARDMORE 1948 MO 3 1984---, SET INTO
 KD1118'THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER,
 KD1118'PROJECTING 02 INCHES (5 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 KD1118'96.5 FT (29.4 M) SE FROM THE CENTERLINE OF ROAD C, 40.0 FT (12.2 M) NE
 KD1118'FROM THE CENTERLINE OF THE GRAVELED ROAD, 1.0 FT (0.3 M) W FROM A
 KD1118'WITNESS POST, AND 2.0 FT (0.6 M) LOWER THAN THE STATION. RM NO 04, IS
 KD1118'A STANDARD NGS DISK STAMPED---ARDMORE 1948 NO 4 1984---, SET INTO THE
 KD1118'TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER,
 KD1118'PROJECTING 02 INCHES (5 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 KD1118'82.0 FT (25.0 M) NE FROM THE CENTERLINE OF THE GRAVELED ROAD, 32.0 FT
 KD1118'(9.8 M) SE FROM THE CENTERLINE OF ROAD C, 1.0 FT (0.3 M) S FROM A
 KD1118'WITNESS POST, AND 1.0 FT (0.3 M) LOWER THN THE STATION.  AZ MK NO 01,
 KD1118'IS A STANDARD CGS DISK STAMPED---ARDMORE 1948---, SET INTO THE TOP OF
 KD1118'A SQUARE CONCRETE MONUMET, 12.0 INCHES (30 CM) IN DIAMETER, PROJECTING
 KD1118'06 INCHES (15 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 66.0 FT
 KD1118'(20.1 M) N FROM THE CENTERLINE OF A DRIVEWAY, 47.5 FT (14.5 M) NNW
 KD1118'FROM A POWERLINE POLE, 37.0 FT (11.3 M) W FROM THE CENTERLINE OF ROAD
 KD1118'C, 1.0 FT (0.3 M) S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CL8817 ***********************************************************************
 CL8817  DESIGNATION -  ARDMORE AZ MK
 CL8817  PID         -  CL8817
 CL8817  STATE/COUNTY-  MO/MACON
 CL8817  USGS QUAD   -  BEVIER SOUTH (1978)
 CL8817
 CL8817                         *CURRENT SURVEY CONTROL
 CL8817  ___________________________________________________________________
 CL8817* NAD 83(1997)-  39 40 12.58050(N)    092 33 34.91766(W)     ADJUSTED  
 CL8817* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 CL8817  ___________________________________________________________________
 CL8817  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CL8817  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 CL8817
 CL8817  HORZ ORDER  -  THIRD
 CL8817
 CL8817.The horizontal coordinates were established by classical geodetic methods
 CL8817.and adjusted by the National Geodetic Survey in January 2004..
 CL8817
 CL8817.The orthometric height was scaled from a topographic map.
 CL8817
 CL8817.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL8817
 CL8817.The geoid height was determined by GEOID03.
 CL8817
 CL8817;                    North         East     Units Scale Factor Converg.
 CL8817;SPC MO C     -   425,830.103   494,877.940   MT  0.99993366   -0 02 17.2
 CL8817;UTM  15      - 4,391,242.018   537,764.209   MT  0.99961756   +0 16 51.9
 CL8817
 CL8817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL8817!SPC MO C     -   0.99996421  x   0.99993366  =   0.99989787
 CL8817!UTM  15      -   0.99996421  x   0.99961756  =   0.99958178
 CL8817
 CL8817                          SUPERSEDED SURVEY CONTROL
 CL8817
 CL8817.No superseded survey control is available for this station.
 CL8817
 CL8817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD3776491242(NAD 83)
 CL8817_MARKER: DZ = AZIMUTH MARK DISK
 CL8817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL8817_STAMPING: ARDMORE 1948
 CL8817_MARK LOGO: NGS   
 CL8817_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL8817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL8817+STABILITY: SURFACE MOTION
 CL8817
 CL8817  HISTORY     - Date     Condition        Report By
 CL8817  HISTORY     - 1948     MONUMENTED       CGS
 CL8817  HISTORY     - 19840814 GOOD             NGS
 CL8817
 CL8817                          STATION DESCRIPTION
 CL8817
 CL8817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CL8817'THE STATION, WHICH WAS SET IN 1948 AND POSITIONED IN 1984 IS LOCATED
 CL8817'ABOUT 7 MI (11.3 KM) SW OF MACON, 5 1/2 MI S OF BEVIER, 3 1/4 MI N OF
 CL8817'COLLEGE MOUND AND ON ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 CL8817'POST OFFICE IN BEVIER, GO S ON STATE ROAD C FOR 5.55 MI (8.93 KM) TO
 CL8817'THE MARK ON THE RIGHT, AT A PRIVATE DRIVEWAY.  THE AZ MK IS A STANDARD
 CL8817'CGS AZ MK DISK, THAT IS STAMPED---ARDMORE 1948---, SET INTO THE TOP OF
 CL8817'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 CL8817'GROUND.  IT IS 66.0 FT (20.1 M) N FROM THE CENTERLINE OF THE DRIVEWAY,
 CL8817'47.5 FT (14.5 M) NNW OF A POWER POLE, 37.0 FT (11.3 M) W FROM THE
 CL8817'CENTERLINE OF ROAD C AND 1 FT (0.3 M) S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0707 ***********************************************************************
 GG0707  DESIGNATION -  AREHART
 GG0707  PID         -  GG0707
 GG0707  STATE/COUNTY-  MO/MCDONALD
 GG0707  USGS QUAD   -  TIFF CITY (1973)
 GG0707
 GG0707                         *CURRENT SURVEY CONTROL
 GG0707  ___________________________________________________________________
 GG0707* NAD 83(1997)-  36 44 26.59328(N)    094 37 05.59791(W)     ADJUSTED  
 GG0707* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 GG0707  ___________________________________________________________________
 GG0707  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 GG0707  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GG0707
 GG0707  HORZ ORDER  -  SECOND
 GG0707
 GG0707.The horizontal coordinates were established by classical geodetic methods
 GG0707.and adjusted by the National Geodetic Survey in February 2000..
 GG0707
 GG0707.The orthometric height was scaled from a topographic map.
 GG0707
 GG0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0707
 GG0707.The geoid height was determined by GEOID03.
 GG0707
 GG0707;                    North         East     Units Scale Factor Converg.
 GG0707;SPC MO W     -    63,704.035   839,441.890   MT  0.99994255   -0 04 14.6
 GG0707;SPC OK N     -   198,403.632   901,974.270   MT  0.99999537   +1 59 44.7
 GG0707;SPC OK N     -   650,929.25  2,959,227.25   sFT  0.99999537   +1 59 44.7
 GG0707;UTM  15      - 4,067,330.912   355,524.083   MT  0.99985716   -0 58 05.4
 GG0707
 GG0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0707!SPC MO W     -   0.99995211  x   0.99994255  =   0.99989466
 GG0707!SPC OK N     -   0.99995211  x   0.99999537  =   0.99994748
 GG0707!UTM  15      -   0.99995211  x   0.99985716  =   0.99980928
 GG0707
 GG0707:                Primary Azimuth Mark                     Grid Az
 GG0707:SPC MO W     -  AREHART AZ MK                            097 52 20.3
 GG0707:SPC OK N     -  AREHART AZ MK                            095 48 21.0
 GG0707:UTM  15      -  AREHART AZ MK                            098 46 11.1
 GG0707
 GG0707|---------------------------------------------------------------------|
 GG0707| PID    Reference Object                     Distance      Geod. Az  |
 GG0707|                                                           dddmmss.s |
 GG0707| CI0072 AREHART AZ MK                                      0974805.7 |
 GG0707| CI0073 AREHART RM 1                         32.263 METERS 17855     |
 GG0707| CI0074 AREHART RM 2                         27.911 METERS 28155     |
 GG0707|---------------------------------------------------------------------|
 GG0707
 GG0707                          SUPERSEDED SURVEY CONTROL
 GG0707
 GG0707  NAD 83(1997)-  36 44 26.59354(N)    094 37 05.59780(W) AD(       ) 2
 GG0707  NAD 83(1997)-  36 44 26.59435(N)    094 37 05.59629(W) AD(       ) 2
 GG0707  NAD 83(1997)-  36 44 26.60394(N)    094 37 05.59626(W) AD(       ) 2
 GG0707  NAD 83(1986)-  36 44 26.61060(N)    094 37 05.59852(W) AD(       ) 2
 GG0707  NAD 27      -  36 44 26.36700(N)    094 37 04.80300(W) AD(       ) 2
 GG0707
 GG0707.Superseded values are not recommended for survey control.
 GG0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0707.See file dsdata.txt to determine how the superseded data were derived.
 GG0707
 GG0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5552467331(NAD 83)
 GG0707_MARKER: DS = TRIANGULATION STATION DISK
 GG0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0707+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 GG0707
 GG0707  HISTORY     - Date     Condition        Report By
 GG0707  HISTORY     - 1935     MONUMENTED       CGS
 GG0707  HISTORY     - 1955     GOOD             CGS
 GG0707  HISTORY     - 20060308 GOOD             MODNR
 GG0707
 GG0707                          STATION DESCRIPTION
 GG0707
 GG0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0707'STATION IS ABOUT 16 MILES SW OF NEOSHO, AND 12 MILES NW OF
 GG0707'ANDERSON, IN SEC. 8, T 23 N, R 34 W, ON LAND OWNED AND OCCUPIED
 GG0707'BY W.M. AREHART.  IT IS ON THE E SIDE, AND AGAINST THE FENCE
 GG0707'THAT IS THE MISSOURI-OKLAHOMA BOUNDARY AND THE LINE BETWEEN
 GG0707'MC DONALD AND OTTAWA COUNTIES.  THERE ARE CLEARED FIELDS
 GG0707'ON BOTH SIDES OF THE STATION, BUT THE CLEARING ON THE W
 GG0707'(OKLAHOMA) SIDE TERMINATES WITH A FENCE 21 FEET N OF THE
 GG0707'STATION.  STATION MARK PROJECTS 7 INCHES.
 GG0707'
 GG0707'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0707'BRONZE DISKS SET IN CONCRETE.
 GG0707'
 GG0707'REFERENCE MARK NO. 1 IS S OF THE STATION, 1 FOOT E OF THE
 GG0707'FENCE, AND PROJECTS 10 INCHES.
 GG0707'
 GG0707'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 1 FOOT S OF THE
 GG0707'FENCE AT N EDGE OF CLEARING, AND PROJECTS 8 INCHES.
 GG0707'
 GG0707'AZIMUTH MARK IS E OF STATION, ACROSS THE FIELD, AND 1 FOOT
 GG0707'E OF THE FENCE ON THE E SIDE OF FIELD.  IT IS 50 FEET WNW
 GG0707'OF A GULLY, 0.1 MILE N OF RESIDENCE, ON E SIDE OF WAGON
 GG0707'TRAIL, 200 FEET N OF GATE, AND PROJECTS 12 INCHES.
 GG0707'
 GG0707'TO REACH FROM INTERSECTION OF COUNTY HIGHWAY B AND U.S. HIGHWAY
 GG0707'71 ABOUT 10 MILES S OF NEOSHO, AND JUST W OF GOODMAN, GO
 GG0707'W 6.55 MILES TO T-ROAD ON W SIDE OF BRIDGE.  GO LEFT 1.45
 GG0707'MILES TO SIDE ROAD LEFT (W).  THENCE W 1.65 MILES TO A FORK,
 GG0707'TAKE RIGHT FORK AND CONTINUE TO FOLLOW THE MAIN TRAVELED ROAD
 GG0707'N AND W 2.9 MILES TO A CROSS ROAD BY A STORE, CONTINUE W
 GG0707'0.5 MILE FARTHER TO A SIDE ROAD RIGHT (N) WHICH IS LITTLE
 GG0707'USED.  GO N 0.1 MILE TO A GATE ON LEFT INTO MR. AREHARTS
 GG0707'PROPERTY.  THENCE FOLLOW TRAIL PAST THE HOUSE, AND TURN RIGHT
 GG0707'(N) BETWEEN HOUSE AND BARN 0.1 MILE TO A GATE, THENCE
 GG0707'THROUGH THE GATE AND GULLY TO AZIMUTH MARK ON LEFT.  THENCE
 GG0707'TURN LEFT 0.2 MILE ACROSS THE FIELD TO STATION.
 GG0707'
 GG0707'A LIGHT 100 FEET ABOVE BALL COMES INTO VIEW 26 FEET FROM GROUND.
 GG0707'
 GG0707'A LIGHT 100 FEET ABOVE SLAGLE COMES INTO VIEW 60 FEET FROM
 GG0707'GROUND.
 GG0707
 GG0707                          STATION RECOVERY (1955)
 GG0707
 GG0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RKD)
 GG0707'STATION AND REFERENCE MARKS NO. 1 AND NO. 2, WERE RECOVERED
 GG0707'IN GOOD CONDITION AS DESCRIBED.
 GG0707'
 GG0707'AZIMUTH MARK WAS VISITED AND WAS FOUND IN GOOD CONDITION.
 GG0707
 GG0707                          STATION RECOVERY (2006)
 GG0707
 GG0707'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0707'STATION IS IN A WOODED AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1483 ***********************************************************************
 JC1483  DESIGNATION -  ARGO RESET
 JC1483  PID         -  JC1483
 JC1483  STATE/COUNTY-  MO/CRAWFORD
 JC1483  USGS QUAD   -  ARGO (1980)
 JC1483
 JC1483                         *CURRENT SURVEY CONTROL
 JC1483  ___________________________________________________________________
 JC1483* NAD 83(1997)-  38 10 59.29179(N)    091 19 36.09679(W)     ADJUSTED  
 JC1483* NAVD 88     -       290.2    (meters)     952.     (feet)  GPS OBS   
 JC1483  ___________________________________________________________________
 JC1483  X           -    -116,230.715 (meters)                     COMP
 JC1483  Y           -  -5,018,746.939 (meters)                     COMP
 JC1483  Z           -   3,921,602.922 (meters)                     COMP
 JC1483  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 JC1483  ELLIP HEIGHT-         259.52  (meters)          (02/17/00) GPS OBS
 JC1483  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JC1483
 JC1483  HORZ ORDER  -  FIRST
 JC1483  ELLP ORDER  -  FOURTH    CLASS I
 JC1483
 JC1483.The horizontal coordinates were established by GPS observations
 JC1483.and adjusted by the National Geodetic Survey in February 2000..
 JC1483
 JC1483.The orthometric height was determined by GPS observations and a
 JC1483.high-resolution geoid model.
 JC1483
 JC1483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1483
 JC1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1483
 JC1483.The ellipsoidal height was determined by GPS observations
 JC1483.and is referenced to NAD 83.
 JC1483
 JC1483.The geoid height was determined by GEOID03.
 JC1483
 JC1483;                    North         East     Units Scale Factor Converg.
 JC1483;SPC MO E     -   261,081.716   177,574.644   MT  0.99999791   -0 30 39.8
 JC1483;UTM  15      - 4,227,457.826   646,550.698   MT  0.99986451   +1 02 04.5
 JC1483
 JC1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1483!SPC MO E     -   0.99995928  x   0.99999791  =   0.99995719
 JC1483!UTM  15      -   0.99995928  x   0.99986451  =   0.99982380
 JC1483
 JC1483:                Primary Azimuth Mark                     Grid Az
 JC1483:SPC MO E     -  ELMONT                                   049 16 29.6
 JC1483:UTM  15      -  ELMONT                                   047 43 45.3
 JC1483
 JC1483|---------------------------------------------------------------------|
 JC1483| PID    Reference Object                     Distance      Geod. Az  |
 JC1483|                                                           dddmmss.s |
 JC1483| JC1484 ELMONT                              APPROX. 8.6 KM 0484549.8 |
 JC1483| CN5556 ARGO RM 1                            17.782 METERS 11703     |
 JC1483| CN5555 ARGO AZ MK                                         1424229.0 |
 JC1483| CN5557 ARGO RM 2                            17.007 METERS 20712     |
 JC1483| CN5558 ARGO RM 3                             9.982 METERS 30114     |
 JC1483|---------------------------------------------------------------------|
 JC1483
 JC1483                          SUPERSEDED SURVEY CONTROL
 JC1483
 JC1483  NAD 83(1997)-  38 10 59.29624(N)    091 19 36.09729(W) AD(       ) 1
 JC1483  NAD 83(1986)-  38 10 59.30481(N)    091 19 36.09657(W) AD(       ) 1
 JC1483  NAD 83(1986)-  38 10 59.30480(N)    091 19 36.09656(W) AD(       ) 3
 JC1483  NAD 27      -  38 10 59.13600(N)    091 19 35.56100(W) AD(       ) 3
 JC1483
 JC1483.Superseded values are not recommended for survey control.
 JC1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1483.See file dsdata.txt to determine how the superseded data were derived.
 JC1483
 JC1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4655127458(NAD 83)
 JC1483_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1483_STAMPING: ARGO RESET 1956
 JC1483_MARK LOGO: CGS   
 JC1483_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1483+STABILITY: SURFACE MOTION
 JC1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1483+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1483
 JC1483  HISTORY     - Date     Condition        Report By
 JC1483  HISTORY     - 1956     MONUMENTED       CGS
 JC1483  HISTORY     - 1978     POOR             NGS
 JC1483  HISTORY     - 19950119 GOOD             MODNR
 JC1483
 JC1483                          STATION DESCRIPTION
 JC1483
 JC1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1483'THE STATION IS LOCATED AIRLINE, ABOUT 5 MILES WEST-NORTHWEST OF
 JC1483'BOURBON, ABOUT 9 MILES WEST-SOUTHWEST OF SULLIVAN AND ABOUT 0.2
 JC1483'MILE EAST OF THE SMALL SETTLEMENT OF ARGO ALONG THE NORTH SIDE
 JC1483'OF COUNTY ROAD C.
 JC1483'
 JC1483'THE STATION IS A STANDARD DISK STAMPED ARGO 1956 SET IN TOP
 JC1483'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 JC1483'INCHES ABOVE THE GROUND.  IT IS 25 FEET NORTH-NORTHEAST OF COUNTY
 JC1483'ROAD C, 15 FEET SOUTHEAST OF THE SOUTHEAST END OF A GATE, 3 FEET
 JC1483'SOUTH-SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE LINE AND 5 FEET
 JC1483'EAST OF A WHITE WITNESS POST.
 JC1483'
 JC1483'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ARGO NO 1
 JC1483'1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JC1483'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JC1483'ELEVATION AS THE STATION.  IT IS 25 FEET NORTH-NORTHEAST OF THE
 JC1483'CENTER LINE OF COUNTY ROAD C AND 1 FOOT SOUTH-SOUTHWEST OF A
 JC1483'NORTHWEST-SOUTHEAST FENCE LINE.
 JC1483'
 JC1483'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ARGO NO
 JC1483'2 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JC1483'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JC1483'ELEVATION AS THE STATION.  IT IS 30 FEET SOUTH-SOUTHWEST OF THE
 JC1483'CENTER LINE OF COUNTY ROAD C, 25 FEET SOUTHEAST OF A FENCE
 JC1483'CORNER AND 1 FOOT NORTH-NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE
 JC1483'LINE.
 JC1483'
 JC1483'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARGO 1956 SET IN TOP
 JC1483'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 JC1483'ABOVE THE GROUND.  IT IS 25 FEET NORTH OF THE NORTH END OF A GATE,
 JC1483'30 FEET EAST OF THE CENTER LINE OF COUNTY ROAD C AND 1 FOOT WEST
 JC1483'OF A NORTH-SOUTH FENCE LINE.
 JC1483'
 JC1483'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 66 AND
 JC1483'COUNTY ROAD C AT THE SOUTHWEST EDGE OF BOURBON, GO WEST AND
 JC1483'NORTHWEST ON COUNTY ROAD C FOR 3.9 MILES TO A GATE ON THE RIGHT,
 JC1483'EAST SIDE AND THE AZIMUTH MARK.  CONTINUE NORTH AND WEST ON
 JC1483'COUNTY ROAD C FOR 0.95 MILE TO A GATE, A WHITE WITNESS POST AND
 JC1483'THE STATION ON THE RIGHT, NORTH SIDE.
 JC1483
 JC1483                          STATION RECOVERY (1978)
 JC1483
 JC1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JC1483'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED IN APPARENT GOOD
 JC1483'CONDITION.  SURFACE STATION MARK AND REFERENCE MARK 1 WERE BOTH
 JC1483'FOUND BURIED AND LYING ON THEIR SIDE.  THE DISKS WERE SALVAGED FROM
 JC1483'BOTH OLD POSTS.  THE UNDERGROUND MARK WAS FOUND BENEATH THE MIDDLE
 JC1483'OF THE OLD SURFACE MONUMENT.  THE MARK SEEMED SOLID BUT WAS TILTED
 JC1483'SOMEWHAT.  THE DISTANCE FROM REFERENCE MARK 2 TO THIS MARK WAS
 JC1483'0.012 METER SHORTER THAN THE 1956 MEASUREMENT.  THE AZIMUTH MARK IS
 JC1483'NO LONGER GROUND VISIBLE, THEREFORE THE DIRECTION COULD NOT BE
 JC1483'VERIFIED.  A 15 FOOT TALL TRIPOD AT THE STATION WOULD BE
 JC1483'NEEDED.  THERE IS NO SUITABLE LOCATION FOR AN ADDITIONAL AZIMUTH
 JC1483'MARK.  A NEW SURFACE MARK AND A REFERENCE MARK 3 WERE
 JC1483'ESTABLISHED.  THE NEW SURFACE MARK WAS SET, HOLDING THE EXACT POSITION
 JC1483'OF THE UNDERGROUND MARK, HOWEVER BECAUSE NO CHECK ANGLE COULD BE
 JC1483'OBSERVED, THE UNDERGROUND MARK BEING TILTED AND SINCE THE DISTANCE
 JC1483'TO REFERENCE MARK 2 DID NOT AGREE CLOSELY, THE POSITION OF THE
 JC1483'STATION IS PROBABLY SUSPECT.  FOLLOWING IS A NEW DESCRIPTION.
 JC1483'
 JC1483'STATION IS ABOUT 9 MILES WEST-SOUTHWEST OF SULLIVAN, 5 MILES
 JC1483'WEST-NORTHWEST OF BOURBON, 3 MILES NORTH OF INTERSTATE HIGHWAY 44
 JC1483'AND ON THE RIGHT-OF-WAY OF STATE ROAD C.
 JC1483'
 JC1483'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 44, STATE ROAD J
 JC1483'AND STATE ROAD C AT BOURBON, GO WEST AND NORTHWESTERLY ON ROAD C FOR
 JC1483'4.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWEST
 JC1483'AND WEST ON ROAD C FOR 0.95 MILE TO THE STATION ON THE RIGHT AT THE
 JC1483'CREST OF A HILL.
 JC1483'
 JC1483'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---ARGO 1956
 JC1483'1978---SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS
 JC1483'3 INCHES ABOVE THE GROUND.  IT IS 32.8 FEET EAST OF A POWERLINE
 JC1483'POLE NUMBERED 45859, 28.5 FEET NORTH OF THE CENTERLINE OF STATE ROAD
 JC1483'C AND 2.3 FEET WEST OF A WITNESS POST.  UNDERGROUND MARK IS A
 JC1483'STANDARD DISK, STAMPED---ARGO 1956---SET IN AN IRREGULAR MASS OF
 JC1483'CONCRETE 24 INCHES BELOW THE GROUND SURFACE.
 JC1483'
 JC1483'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---ARGO 1956 NO 2---SET
 JC1483'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH.  IT IS
 JC1483'68.0 FEET SOUTHEAST OF THE POWERLINE POLE, 28.0 FEET SOUTH OF THE
 JC1483'CENTERLINE OF THE ROAD, 2 FEET NORTH OF A FENCE AND ABOUT THE SAME
 JC1483'ELEVATION AS THE STATION.
 JC1483'
 JC1483'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---ARGO 1956 NO 3
 JC1483'1978---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 JC1483'FLUSH.  IT IS 32.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.4
 JC1483'FEET SOUTH OF THE POWERLINE POLE NUMBERED 45859 AND ABOUT 1 FOOT
 JC1483'HIGHER THAN THE STATION.
 JC1483'
 JC1483'AZIMUTH MARK IS A STANDARD DISK, STAMPED---ARGO 1956---SET IN THE
 JC1483'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 JC1483'30 FEET EAST OF THE CENTERLINE OF THE ROAD, 25.0 FEET NORTH OF THE
 JC1483'NORTH END OF A GATE AND 1 FOOT WEST OF A FENCE.
 JC1483
 JC1483                          STATION RECOVERY (1995)
 JC1483
 JC1483'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1483'STATION IS A CGS BRASS DISK IN 10 IN SQUARE CONCRETE MONUMENT STAMPED
 JC1483'ARGO, 1956 .  AZIMUTH MARK IS A CGS BRASS DISK IN 10 IN SQUARE
 JC1483'CONCRETE MONUMENT STAMPED ARGO, 1956 . THE STATION IS ABOUT 4 MI (6.4
 JC1483'KM) WNW OF BOURBON, MO ON THE NORTHEAST SIDE OF ROUTE C AT THE FORMER
 JC1483'COMMUNITY OF ARGO, MO.  IT IS 29 FT (8.8 M) NORTHEAST OF THE CENTER
 JC1483'LINE OF ROUTE C, 21.5 FT (6.6 M) SOUTHEAST OF THE CENTER LINE OF A
 JC1483'FIELD ENTRANCE, 33.2 FT (10.1 M) SOUTHEAST OF UTILITY POLE 45859, 36.9
 JC1483'FT (11.2 M) ESE OF A 4 X 4 WOODEN POST WITH A GREEN SIGN -ARGO-, 32.2
 JC1483'FT (9.8 M) SOUTHEAST OF RM 3 WHICH IS 3 IN BELOW SURFACE AND TILTED
 JC1483'EAST AND LOCATED 1 FT (0.3 M) SOUTH OF THE UTILITY POLE, 2 FT (0.6 M)
 JC1483'NORTHWEST OF A METAL WITNESS POST AND 55.8 FT (17.0 M) NORTHEAST OF RM
 JC1483'2.  RM 2 IS ON THE SOUTHWEST SIDE OF ROUTE C AND 3 FT (0.9 M)
 JC1483'NORTHEAST OF THE R/W FENCE. THE AZIMUTH MARK IS 1.0 MI (1.6 KM)
 JC1483'SOUTHEAST ON THE NORTHEAST SIDE OF ROUTE C AND IN THE NORTH ANGLE OF A
 JC1483'DOUBLE PRIVATE ENTRANCE.  IT IS 29.5 FT (9.0 M) NORTHEAST OF THE
 JC1483'CENTER LINE OF ROUTE C, 23 FT (7.0 M) NORTH OF THE CENTER LINE OF
 JC1483'ENTRANCE DRIVEWAYS, 13 FT (4.0 M) WNW OF UTILITY POLE 60626, 3.5 FT
 JC1483'(1.1 M) NORTH OF A GUY ANCHOR AND 3.1 FT (0.9 M) NORTH OF A CARSONITE
 JC1483'WITNESS POST. TO REACH THE AZIMUTH MARK FROM THE CENTER OF I-44 EXIT
 JC1483'218 (ROUTE C, J AND N) , FOLLOW ROUTE C WESTERLY AND NORTHERLY FOR 4.1
 JC1483'MI (6.6 KM) TO THE AZIMUTH MARK ON THE RIGHT (NE) SIDE. TO REACH THE
 JC1483'STATION FROM THE AZIMUTH MARK, CONTINUE NORTHWESTERLY ON ROUTE C FOR
 JC1483'1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT, NORTHEAST SIDE AS
 JC1483'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0978 ***********************************************************************
 GE0978  DESIGNATION -  ARKANSAS MO POWER CO RAD MAST
 GE0978  PID         -  GE0978
 GE0978  STATE/COUNTY-  MO/DUNKLIN
 GE0978  USGS QUAD   -  CAMPBELL (1984)
 GE0978
 GE0978                         *CURRENT SURVEY CONTROL
 GE0978  ___________________________________________________________________
 GE0978* NAD 83(1997)-  36 28 00.91055(N)    090 06 53.92776(W)     ADJUSTED  
 GE0978* NAVD 88     -                                                        
 GE0978  ___________________________________________________________________
 GE0978  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GE0978  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0978
 GE0978  HORZ ORDER  -  THIRD
 GE0978
 GE0978.The horizontal coordinates were established by classical geodetic methods
 GE0978.and adjusted by the National Geodetic Survey in February 2000..
 GE0978
 GE0978
 GE0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0978
 GE0978.The geoid height was determined by GEOID03.
 GE0978
 GE0978;                    North         East     Units Scale Factor Converg.
 GE0978;SPC MO E     -    70,368.090   284,506.815   MT  0.99994800   +0 13 43.8
 GE0978;SPC AR N     -   238,333.972   568,951.723   MT  1.00005453   +1 05 48.8
 GE0978;SPC AR N     -   781,934.04  1,866,635.78   sFT  1.00005453   +1 05 48.8
 GE0978;UTM  15      - 4,039,608.908   758,510.930   MT  1.00042344   +1 42 56.5
 GE0978
 GE0978                          SUPERSEDED SURVEY CONTROL
 GE0978
 GE0978  NAD 83(1997)-  36 28 00.91442(N)    090 06 53.92702(W) AD(       ) 4
 GE0978  NAD 83(1986)-  36 28 00.91843(N)    090 06 53.92692(W) AD(       ) 4
 GE0978  NAD 27      -  36 28 00.70000(N)    090 06 53.57300(W) AD(       ) 3
 GE0978
 GE0978.Superseded values are not recommended for survey control.
 GE0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0978.See file dsdata.txt to determine how the superseded data were derived.
 GE0978
 GE0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5851139609(NAD 83)
 GE0978_MARKER: 44 = MICROWAVE MAST
 GE0978
 GE0978  HISTORY     - Date     Condition        Report By
 GE0978  HISTORY     - 1954     FIRST OBSERVED   CGS
 GE0978
 GE0978                          STATION DESCRIPTION
 GE0978
 GE0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0978'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CAMPBELL.
 GE0978'IT HAS RED LIGHTS EQUALLY SPACED UP THE LENGTH OF THE MAST
 GE0978'AND A RED LIGHT AT THE APEX.  THE MAST IS PAINTED ALTERNATELY
 GE0978'RED AND WHITE AND HAS AN APPROXIMATE OVERALL HEIGHT OF 225
 GE0978'FEET.
 GE0978'
 GE0978'THE FLASHING RED LIGHT AT THE APEX WAS THE POINT OBSERVED UPON.
 GE0978'
 GE0978'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL GO
 GE0978'SOUTHWEST ON U.S. HIGHWAY 62 FOR 3.1 MILES TO THE STATION
 GE0978'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0979 ***********************************************************************
 GE0979  DESIGNATION -  ARKANSAS MO POWER CO WATER TK
 GE0979  PID         -  GE0979
 GE0979  STATE/COUNTY-  MO/DUNKLIN
 GE0979  USGS QUAD   -  CAMPBELL (1984)
 GE0979
 GE0979                         *CURRENT SURVEY CONTROL
 GE0979  ___________________________________________________________________
 GE0979* NAD 83(1997)-  36 27 59.18510(N)    090 07 03.25425(W)     ADJUSTED  
 GE0979* NAVD 88     -                                                        
 GE0979  ___________________________________________________________________
 GE0979  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 GE0979  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0979
 GE0979  HORZ ORDER  -  THIRD
 GE0979
 GE0979.The horizontal coordinates were established by classical geodetic methods
 GE0979.and adjusted by the National Geodetic Survey in February 2000..
 GE0979
 GE0979
 GE0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0979
 GE0979.The geoid height was determined by GEOID03.
 GE0979
 GE0979;                    North         East     Units Scale Factor Converg.
 GE0979;SPC MO E     -    70,313.983   284,274.838   MT  0.99994780   +0 13 38.3
 GE0979;SPC AR N     -   238,276.351   568,720.569   MT  1.00005440   +1 05 43.4
 GE0979;SPC AR N     -   781,744.99  1,865,877.40   sFT  1.00005440   +1 05 43.4
 GE0979;UTM  15      - 4,039,548.772   758,280.326   MT  1.00042197   +1 42 50.8
 GE0979
 GE0979                          SUPERSEDED SURVEY CONTROL
 GE0979
 GE0979  NAD 83(1997)-  36 27 59.18893(N)    090 07 03.25353(W) AD(       ) 4
 GE0979  NAD 83(1986)-  36 27 59.19300(N)    090 07 03.25354(W) AD(       ) 4
 GE0979  NAD 27      -  36 27 58.97700(N)    090 07 02.90300(W) AD(       ) 3
 GE0979
 GE0979.Superseded values are not recommended for survey control.
 GE0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0979.See file dsdata.txt to determine how the superseded data were derived.
 GE0979
 GE0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5828039549(NAD 83)
 GE0979_MARKER: 53 = ELEVATED TANK
 GE0979
 GE0979  HISTORY     - Date     Condition        Report By
 GE0979  HISTORY     - 1954     FIRST OBSERVED   CGS
 GE0979
 GE0979                          STATION DESCRIPTION
 GE0979
 GE0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0979'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CAMPBELL.
 GE0979'IT IS A 4-LEGGED STEEL STRUCTURE, THE LEGS BEING BLACK IN
 GE0979'COLOR AND THE TANK PROPER IS GRAY.  THE APPROXIMATE HEIGHT
 GE0979'IS 135 FEET.
 GE0979'
 GE0979'A SMALL CIRCULAR KNOB AT THE APEX WAS THE POINT OBSERVED
 GE0979'UPON.
 GE0979'
 GE0979'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL GO
 GE0979'WEST AND SOUTH ON U.S. HIGHWAY 62 FOR 3.1 MILES TO THE STATION
 GE0979'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0898 ***********************************************************************
 HC0898  DESIGNATION -  ARLINGTON
 HC0898  PID         -  HC0898
 HC0898  STATE/COUNTY-  MO/PHELPS
 HC0898  USGS QUAD   -  NEWBURG (1992)
 HC0898
 HC0898                         *CURRENT SURVEY CONTROL
 HC0898  ___________________________________________________________________
 HC0898* NAD 83(1997)-  37 56 00.28252(N)    091 56 42.44150(W)     ADJUSTED  
 HC0898* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 HC0898  ___________________________________________________________________
 HC0898  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 HC0898  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HC0898
 HC0898  HORZ ORDER  -  FIRST
 HC0898
 HC0898.The horizontal coordinates were established by classical geodetic methods
 HC0898.and adjusted by the National Geodetic Survey in February 2000..
 HC0898
 HC0898.The orthometric height was scaled from a topographic map.
 HC0898
 HC0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0898
 HC0898.The geoid height was determined by GEOID03.
 HC0898
 HC0898;                    North         East     Units Scale Factor Converg.
 HC0898;SPC MO C     -   233,186.908   548,777.215   MT  0.99996263   +0 20 28.0
 HC0898;UTM  15      - 4,198,951.595   592,700.387   MT  0.99970584   +0 38 54.7
 HC0898
 HC0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0898!SPC MO C     -   0.99995650  x   0.99996263  =   0.99991913
 HC0898!UTM  15      -   0.99995650  x   0.99970584  =   0.99966235
 HC0898
 HC0898|---------------------------------------------------------------------|
 HC0898| PID    Reference Object                     Distance      Geod. Az  |
 HC0898|                                                           dddmmss.s |
 HC0898| CN5560 ARLINGTON RM 1                       32.281 METERS 12825     |
 HC0898| HC0897 KNOTWEEL LOOKOUT TOWER              APPROX. 6.8 KM 1802049.2 |
 HC0898| CN5561 ARLINGTON RM 2                       32.852 METERS 22815     |
 HC0898| HC0903 TULSA ST LOUIS AWY BCN 59           APPROX. 1.7 KM 2570624.2 |
 HC0898| CN5559 ARLINGTON AZ MK                                    2705847.3 |
 HC0898|---------------------------------------------------------------------|
 HC0898
 HC0898                          SUPERSEDED SURVEY CONTROL
 HC0898
 HC0898  NAD 83(1986)-  37 56 00.29740(N)    091 56 42.43801(W) AD(       ) 1
 HC0898  NAD 27      -  37 56 00.15100(N)    091 56 41.85000(W) AD(       ) 1
 HC0898
 HC0898.Superseded values are not recommended for survey control.
 HC0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0898.See file dsdata.txt to determine how the superseded data were derived.
 HC0898
 HC0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9270098952(NAD 83)
 HC0898_MARKER: DD = SURVEY DISK
 HC0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0898
 HC0898  HISTORY     - Date     Condition        Report By
 HC0898  HISTORY     - 1946     MONUMENTED       CGS
 HC0898
 HC0898                          STATION DESCRIPTION
 HC0898
 HC0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HC0898'THE STATION IS LOCATED ABOUT 2.75 MILES NORTHWEST OF NEWBURG,
 HC0898'2 MILES NORTHEAST OF ARLINGTON IN THE NW 1/4 OF SEC. 17, T. 37
 HC0898'N., R. 9 W., ALONG THE SOUTH SIDE OF U.S. HIGHWAY 66, ABOUT 0.05
 HC0898'MILE EAST OF THE WEST END OF AN OLD ROAD BED, 78 FEET SOUTH OF THE
 HC0898'CENTERLINE OF U.S. HIGHWAY 66, 48 FEET NORTH OF CENTERLINE OF AN
 HC0898'OLD ROAD BED AND 7 FEET SOUTH OF A WITNESS POST.  THE MARK
 HC0898'PROJECTS 4 INCHES AND THE DISK IS STAMPED ARLINGTON 1946.
 HC0898'
 HC0898'REFERENCE MARK NO. 1 IS 105.91 FEET SOUTHEAST OF THE STATION AND
 HC0898'30 FEET SOUTH OF THE CENTERLINE OF AN OLD ROAD.  THE MARK PROJECTS
 HC0898'4 INCHES AND THE DISK IS STAMPED ARLINGTON NO 1 1946.
 HC0898'
 HC0898'REFERENCE MARK NO. 2 IS 107.78 FEET SOUTHWEST OF THE STATION AND
 HC0898'25 FEET SOUTH OF THE CENTERLINE OF OLD ROAD.  THE MARK PROJECTS
 HC0898'4 INCHES AND THE DISK IS STAMPED ARLINGTON NO 2 1946.
 HC0898'
 HC0898'THE AZIMUTH MARK IS ABOUT 0.25 MILE WEST-NORTHWEST OF THE
 HC0898'STATION, 31 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 HC0898'66, 3 FEET EAST OF A TELEPHONE POLE AND 2 FEET EAST OF A WITNESS
 HC0898'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HC0898'ARLINGTON 1946.
 HC0898'
 HC0898'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 HC0898'HIGHWAY 17, IN THE EAST EDGE OF WAYNESVILLE, GO EASTERLY ON U.S.
 HC0898'HIGHWAY 66 FOR 16.8 MILES TO A STEEL BRIDGE OVER THE GASCONADE
 HC0898'RIVER AT ARLINGTON, CONTINUE ON U.S. HIGHWAY 66 FOR 1.95 MILES
 HC0898'TO A POINT WHERE THE HIGHWAY CURVES TO THE LEFT AND AN OLD ROAD
 HC0898'GRADE GOES STRAIGHT AHEAD, BEAR RIGHT ON OLD ROAD FOR 0.05 MILE
 HC0898'TO THE STATION ON LEFT.
 HC0898'
 HC0898'TO REACH THE AZIMUTH MARK GO BACK TO U.S. HIGHWAY 66 AND GO
 HC0898'WESTERLY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HC0898'
 HC0898'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1605 ***********************************************************************
 GD1605  DESIGNATION -  ARMOUR
 GD1605  PID         -  GD1605
 GD1605  STATE/COUNTY-  MO/MISSISSIPPI
 GD1605  USGS QUAD   -  EAST PRAIRIE (1969)
 GD1605
 GD1605                         *CURRENT SURVEY CONTROL
 GD1605  ___________________________________________________________________
 GD1605* NAD 83(1997)-  36 52 07.83541(N)    089 27 35.31711(W)     ADJUSTED  
 GD1605* NAVD 88     -        95.9    (meters)     315.     (feet)  GPS OBS   
 GD1605  ___________________________________________________________________
 GD1605  X           -      48,165.445 (meters)                     COMP
 GD1605  Y           -  -5,108,566.445 (meters)                     COMP
 GD1605  Z           -   3,805,799.318 (meters)                     COMP
 GD1605  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GD1605  ELLIP HEIGHT-          67.61  (meters)          (02/17/00) GPS OBS
 GD1605  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1605
 GD1605  HORZ ORDER  -  FIRST
 GD1605  ELLP ORDER  -  FOURTH    CLASS I
 GD1605
 GD1605.The horizontal coordinates were established by classical geodetic methods
 GD1605.and adjusted by the National Geodetic Survey in February 2000..
 GD1605
 GD1605.The orthometric height was determined by GPS observations and a
 GD1605.high-resolution geoid model.
 GD1605
 GD1605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1605
 GD1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1605
 GD1605.The ellipsoidal height was determined by GPS observations
 GD1605.and is referenced to NAD 83.
 GD1605
 GD1605.The geoid height was determined by GEOID03.
 GD1605
 GD1605;                    North         East     Units Scale Factor Converg.
 GD1605;SPC MO E     -   115,403.376   342,743.067   MT  1.00003926   +0 37 26.9
 GD1605;UTM  16      - 4,083,147.756   280,741.376   MT  1.00019229   -1 28 35.2
 GD1605
 GD1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1605!SPC MO E     -   0.99998939  x   1.00003926  =   1.00002865
 GD1605!UTM  16      -   0.99998939  x   1.00019229  =   1.00018168
 GD1605
 GD1605:                Primary Azimuth Mark                     Grid Az
 GD1605:SPC MO E     -  CHARLESTON MUNICIPAL TANK                056 50 55.9
 GD1605:UTM  16      -  CHARLESTON MUNICIPAL TANK                058 56 58.0
 GD1605
 GD1605|---------------------------------------------------------------------|
 GD1605| PID    Reference Object                     Distance      Geod. Az  |
 GD1605|                                                           dddmmss.s |
 GD1605| GD1585 CHARLESTON MUNICIPAL TANK           APPROX.11.7 KM 0572822.8 |
 GD1605| GD1586 CHARLESTON NATL COMP WHSE N TK      APPROX.11.5 KM 0630506.6 |
 GD1605| GD1587 CHARLESTON NATL COMP WHSE S TK      APPROX.11.5 KM 0640921.7 |
 GD1605| GD1937 ARMOUR RM 1                          39.161 METERS 07158     |
 GD1605| GD1939 ARMOUR AZ MK                                       1282555.4 |
 GD1605| GD1796 MOREHOUSE LEAMING LUMBER COMPANY ST APPROX.21.0 KM 2633216.8 |
 GD1605| GD1784 SIKESTON SCOTT MILLING STK          APPROX.12.2 KM 2732244.3 |
 GD1605| GD1783 SIKESTON MUNICIPAL TANK             APPROX.11.1 KM 2753314.2 |
 GD1605| CG3143 ARMOUR RM 2                                        28724     |
 GD1605| GD1938 ARMOUR RM 3                          34.031 METERS 32909     |
 GD1605|---------------------------------------------------------------------|
 GD1605
 GD1605                          SUPERSEDED SURVEY CONTROL
 GD1605
 GD1605  NAD 83(1997)-  36 52 07.83539(N)    089 27 35.31695(W) AD(       ) 1
 GD1605  NAD 83(1997)-  36 52 07.83759(N)    089 27 35.31723(W) AD(       ) 1
 GD1605  NAD 83(1997)-  36 52 07.84608(N)    089 27 35.31369(W) AD(       ) 1
 GD1605  NAD 83(1986)-  36 52 07.84730(N)    089 27 35.32057(W) AD(       ) 1
 GD1605  NAD 27      -  36 52 07.65800(N)    089 27 35.04500(W) AD(       ) 1
 GD1605  NGVD 29 (07/19/86)   95.91   (m)          314.7    (f) LEVELING    3  
 GD1605
 GD1605.Superseded values are not recommended for survey control.
 GD1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1605.See file dsdata.txt to determine how the superseded data were derived.
 GD1605
 GD1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8074183148(NAD 83)
 GD1605_MARKER: DS = TRIANGULATION STATION DISK
 GD1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1605_SP_SET: CONCRETE POST
 GD1605_STAMPING: ARMOUR 1930
 GD1605_MARK LOGO: CGS   
 GD1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1605+STABILITY: SURFACE MOTION
 GD1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1605+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 GD1605
 GD1605  HISTORY     - Date     Condition        Report By
 GD1605  HISTORY     - 1930     MONUMENTED       CGS
 GD1605  HISTORY     - 1930     GOOD             CGS
 GD1605  HISTORY     - 1955     GOOD             CGS
 GD1605  HISTORY     - 1970     GOOD             NGS
 GD1605  HISTORY     - 19910312 GOOD             NGS
 GD1605  HISTORY     - 20020813 GOOD             USACE
 GD1605
 GD1605                          STATION DESCRIPTION
 GD1605
 GD1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GD1605'ABOUT 7 MILES SOUTHWEST OF CHARLESTON AND 3 MILES SOUTH OF BERTRAND,
 GD1605'IN NORTHWEST CORNER OF NE 1/4 SW 1/4 SEC. 29, T. 26 N. R. 15 E., IN
 GD1605'YARD OF THE ARMOUR SCHOOL, DISTRICT 14.  TO REACH FROM CHARLESTON,
 GD1605'GO 7 MILES WEST ON ROUTE 60 TO BERTRAND, CONTINUE THROUGH BERTRAND
 GD1605'TO ROAD JUST WEST OF TOWN THAT JOGS SOUTH, GO 2.6 MILES SOUTH TO
 GD1605'CORNER, AND THEN WEST ONE-FOURTH MILE TO SCHOOL ON SOUTH SIDE OF
 GD1605'ROAD.  STATION IS 3 METERS 10 FEET FROM SOUTH SIDE OF
 GD1605'SCHOOLYARD, AND 1 METER 3 FEET EAST OF LINE ALONG EAST SIDE OF
 GD1605'SCHOOLHOUSE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1605'STATION DISKS IN CONCRETE.  REFERENCE MARKS ARE
 GD1605'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ALONG
 GD1605'EAST SIDE OF YARD, 15 METERS 49 FEET NORTH OF SMALL OAK TREE IN
 GD1605'SOUTHEAST CORNER, AND 39.16 METERS 128.5 FEET FROM STATION
 GD1605'N 71 DEG 53 MIN E.  NO. 2 IS IN FENCE LINE ALONG SOUTH SIDE OF
 GD1605'ROAD, ABOUT 200 YARDS WEST OF CORNER OF SCHOOL,
 GD1605'N 72 DEG 36 MIN W.
 GD1605
 GD1605                          STATION RECOVERY (1930)
 GD1605
 GD1605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 GD1605'RECOVERED IN GOOD CONDITION.
 GD1605
 GD1605                          STATION RECOVERY (1955)
 GD1605
 GD1605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1605'THE STATION AND REFERENCE MARK NUMBER 1 WERE RECOVERED IN GOOD
 GD1605'CONDITION.  REFERENCE MARK NUMBER 2 HAS BEEN DESTROYED BY ROAD
 GD1605'EQUIPMENT.  AN ADDITIONAL REFERENCE MARK, STAMPED NUMBER 3, AND AN
 GD1605'AZIMUTH MARK WERE ESTABLISHED AND ARE DESCRIBED BELOW.  THE TRUCK
 GD1605'ROUTE TO THE STATION WAS FOUND TO BE ADEQUATE.
 GD1605'
 GD1605'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED ARMOUR NO 3
 GD1605'1930, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1
 GD1605'INCH.  IT IS LOCATED 18 INCHES SOUTH OF THE SCHOOL BUILDING AND 4
 GD1605'FEET EAST OF THE SOUTHWEST CORNER OF THE SCHOOL.
 GD1605'
 GD1605'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ARMOUR 1955, SET IN THE
 GD1605'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 GD1605'LOCATED ABOUT 0.25 MILE SOUTHWEST OF THE STATION, 28 FEET EAST OF
 GD1605'THE CENTER OF COUNTY HIGHWAY B AND 1 FOOT WEST OF A WIRE FENCE.  TO
 GD1605'REACH FROM THE STATION, GO EAST FOR 0.25 MILE, TURN RIGHT, ONTO
 GD1605'COUNTY HIGHWAY B AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT
 GD1605'HAND SIDE OF THE ROAD.
 GD1605'
 GD1605'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GD1605
 GD1605                          STATION RECOVERY (1970)
 GD1605
 GD1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1605'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 GD1605'STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED USING THE
 GD1605'1955 AZIMUTH MARK AS THE INITIAL.  ALL ANGLES CHECKED THE 1955
 GD1605'OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS.  IN CHECKING THE
 GD1605'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND REFERENCE MARK
 GD1605'NO. 1 SHOWED A DISCREPANCY OF 0.01 OF A FOOT.
 GD1605'
 GD1605'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1605'
 GD1605'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF CHARLESTON, 3
 GD1605'MILES SOUTH OF BERTAND, AND IN THE BACK YARD OF A NEW HOME OWNED BY
 GD1605'MR. C. L. CASTLEBERRY.
 GD1605'
 GD1605'TO REACH THE STATION FROM THE COUNTY ROUTE B AND INTERSTATE ROUTE
 GD1605'57 INTERCHANGE ABOUT 1/2 MILE SOUTHWEST OF BERTAND, GO SOUTH ON
 GD1605'COUNTY ROUTE B FOR 2.2 MILES TO A CROSSROAD.  HERE TURN RIGHT ONTO A
 GD1605'GRADED ROAD AND GO WEST FOR 0.2 OF A MILE TO A CROSSROAD AND THE
 GD1605'NEW HOME OF MR. CASTLEBERRY IN THE SOUTHEAST ANGLE AND THE STATION
 GD1605'AS DESCRIBED.
 GD1605'
 GD1605'THE STATION IS 175 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 GD1605'OF A NEW BRICK HOME, 125 FEET WEST OF A 36-INCH OAK TREE, 101 FEET
 GD1605'EAST OF A 30-INCH OAK TREE, 81 FEET SOUTH OF A 30-INCH SYCAMORE
 GD1605'TREE, 18 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD, AND 17
 GD1605'FEET EAST OF THE APPROXIMATE CENTER OF A GRADED FIELD ROAD.  IT
 GD1605'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GD1605'CONCRETE MONUMENT AND THE DISK IS STAMPED ARMOUR 1930.
 GD1605'
 GD1605'REFERENCE MARK NO. 1 IS 129 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GD1605'NEW BRICK HOME, 113 FEET EAST OF THE 30-INCH SYCAMORE TREE, 51 FEET
 GD1605'NORTH OF THE 36-INCH OAK TREE, 10 FOOT SOUTHWEST OF A WILD CHERRY
 GD1605'TREE AND 8 FEET SOUTHWEST OF A 36-INCH, FORKED TRUNKED, WILD CHERRY
 GD1605'TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE
 GD1605'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GD1605'ARMOUR NO 1 1930.
 GD1605'
 GD1605'REFERENCE MARK NO. 3 IS 113 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1605'A GRADED ROAD, 102 FEET EAST-NORTHEAST OF A 24-INCH BLACK WALNUT
 GD1605'TREE, 52 FEET SOUTHEAST OF A 60-INCH BLACK WALNUT TREE, 4 FEET
 GD1605'SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK BUILDING FOUNDATION,
 GD1605'AND 2 FEET SOUTH OF THE SOUTH WALL OF THE BRICK BUILDING.  IT IS A
 GD1605'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GD1605'MONUMENT AND THE DISK IS STAMPED ARMOUR NO 3 1930.
 GD1605'
 GD1605'DUE TO A BUILDING ON LINE, THE REFERENCE MARKS COULD NOT BE
 GD1605'MEASURED BETWEEN.
 GD1605'
 GD1605'THE AZIMUTH MARK IS 132 FEET NORTHEAST AND ACROSS COUNTY ROUTE B
 GD1605'FROM A GATE, 74 FEET SOUTHEAST OF A FENCE CORNER POST, 30 FEET EAST
 GD1605'OF THE APPROXIMATE CENTER OF COUNTY ROUTE B, 1 FOOT WEST OF A WOVEN
 GD1605'WIRE FENCE, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT
 GD1605'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1605'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED ARMOUR
 GD1605'1930.
 GD1605'
 GD1605'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON A GRADED ROAD
 GD1605'FOR 0.2 MILE TO COUNTY ROUTE B.  HERE TURN RIGHT AND GO SOUTH ON
 GD1605'COUNTY ROUTE B FOR 0.2 OF A MILE TO THE AZIMUTH MARK ON THE LEFT AS
 GD1605'DESCRIBED.
 GD1605'
 GD1605'NOTE - DUE TO ALL MARKS AT THE STATION SITE BEING IN A TENDED AREA,
 GD1605'NO METAL WITNESS POSTS WERE SET.
 GD1605
 GD1605                          STATION RECOVERY (1991)
 GD1605
 GD1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1605'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) SOUTHWEST OF
 GD1605'CHARLESTON, 4.8 KM (3.00 MI) SOUTH OF BERTRAND AND IN THE BACK YARD
 GD1605'OF A HOUSE.  OWNERSHIP--CHARLES L. CASTLEBERRY, RT 1, BOX 655,
 GD1605'BERTRAND, MO 63823, PHONE IS 314-683-3509.
 GD1605'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 (EXIT
 GD1605'4) AND COUNTY ROAD B ABOUT 1.6 KM (1.00 MI) SOUTH OF BERTRAND, GO
 GD1605'SOUTH ON COUNTY ROAD B FOR 3.48 KM (2.15 MI) TO A CROSSROAD.  TURN
 GD1605'RIGHT AND GO WEST ON COUNTY ROAD 408 FOR 0.34 KM (0.20 MI) TO A BRICK
 GD1605'HOUSE AND THE STATION ON THE LEFT IN THE BACK YARD OF THE HOUSE.
 GD1605'THE STATION IS LOCATED 53.3 M (174.9 FT) SOUTH-SOUTHWEST FROM THE
 GD1605'SOUTHWEST CORNER OF THE BRICK HOUSE, 38.2 M (125.3 FT) WEST FROM A
 GD1605'42-INCH OAK TREE, 39.2 M (128.6 FT) SOUTHWEST FROM ARMOUR RM 2, 34.0
 GD1605'M (111.5 FT) SOUTHEAST FROM ARMOUR RM 3, 30.8 M (101.0 FT) EAST FROM
 GD1605'A 36-INCH OAK TREE AND 5.2 M (17.1 FT) NORTH FROM THE NORTH EDGE OF A
 GD1605'CULTIVATED FIELD.  THE STATION IS 4 CM BELOW THE GROUND.
 GD1605'DESCRIBED BY E.J. HANSMANN.
 GD1605
 GD1605                          STATION RECOVERY (2002)
 GD1605
 GD1605'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1086 ***********************************************************************
 KD1086  DESIGNATION -  ARMSTRONG RESET
 KD1086  PID         -  KD1086
 KD1086  STATE/COUNTY-  MO/HOWARD
 KD1086  USGS QUAD   -  FAYETTE (1978)
 KD1086
 KD1086                         *CURRENT SURVEY CONTROL
 KD1086  ___________________________________________________________________
 KD1086* NAD 83(1997)-  39 14 53.14147(N)    092 42 06.12349(W)     ADJUSTED  
 KD1086* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 KD1086  ___________________________________________________________________
 KD1086  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 KD1086  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KD1086
 KD1086  HORZ ORDER  -  THIRD
 KD1086
 KD1086.The horizontal coordinates were established by classical geodetic methods
 KD1086.and adjusted by the National Geodetic Survey in February 2000..
 KD1086
 KD1086.The orthometric height was scaled from a topographic map.
 KD1086
 KD1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1086
 KD1086.The geoid height was determined by GEOID03.
 KD1086
 KD1086;                    North         East     Units Scale Factor Converg.
 KD1086;SPC MO C     -   378,991.303   482,589.706   MT  0.99993706   -0 07 39.4
 KD1086;UTM  15      - 4,344,350.916   525,739.812   MT  0.99960816   +0 11 19.4
 KD1086
 KD1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1086!SPC MO C     -   0.99996320  x   0.99993706  =   0.99990026
 KD1086!UTM  15      -   0.99996320  x   0.99960816  =   0.99957138
 KD1086
 KD1086:                Primary Azimuth Mark                     Grid Az
 KD1086:SPC MO C     -  ARMSTRONG AZ MK                          010 02 24.1
 KD1086:UTM  15      -  ARMSTRONG AZ MK                          009 43 25.3
 KD1086
 KD1086|---------------------------------------------------------------------|
 KD1086| PID    Reference Object                     Distance      Geod. Az  |
 KD1086|                                                           dddmmss.s |
 KD1086| CL8822 ARMSTRONG AZ MK                                    0095444.7 |
 KD1086| CL8823 ARMSTRONG RM 1                       46.592 METERS 05628     |
 KD1086| CL8825 ARMSTRONG RM 3                       20.230 METERS 06659     |
 KD1086| CL8824 ARMSTRONG RM 2                       45.497 METERS 12654     |
 KD1086|---------------------------------------------------------------------|
 KD1086
 KD1086                          SUPERSEDED SURVEY CONTROL
 KD1086
 KD1086  NAD 83(1986)-  39 14 53.14829(N)    092 42 06.12792(W) AD(       ) 3
 KD1086  NAD 27      -  39 14 53.03640(N)    092 42 05.47190(W) AD(       ) 3
 KD1086
 KD1086.Superseded values are not recommended for survey control.
 KD1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1086.See file dsdata.txt to determine how the superseded data were derived.
 KD1086
 KD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2574044351(NAD 83)
 KD1086_MARKER: DS = TRIANGULATION STATION DISK
 KD1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1086_STAMPING: ARMSTRONG 1949 1967
 KD1086_MARK LOGO: CGS   
 KD1086_PROJECTION: FLUSH
 KD1086_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1086+STABILITY: SURFACE MOTION
 KD1086
 KD1086  HISTORY     - Date     Condition        Report By
 KD1086  HISTORY     - 1949     MONUMENTED       CGS
 KD1086  HISTORY     - 1967     GOOD             CGS
 KD1086  HISTORY     - 19940110 GOOD             LOCSUR
 KD1086
 KD1086                          STATION DESCRIPTION
 KD1086
 KD1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1086'THE STATION IS LOCATED ABOUT 1.3 MILES SOUTH OF THE SMALL VILLAGE
 KD1086'OF ARMSTRONG.  IT IS 52 YARDS WEST OF THE CENTERLINE OF STATE
 KD1086'HIGHWAY NO. 3, 64 FEET WEST OF A 16 INCH WALNUT TREE, 13 FEET
 KD1086'SOUTH OF THE CENTERLINE OF A PRIVATE LANE, 3 FEET WEST OF A
 KD1086'WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK
 KD1086'IS STAMPED ARMSTRONG 1949 AND PROJECTS 4 INCHES.
 KD1086'
 KD1086'REFERENCE MARK NO. 1 IS 55 FEET NORTH OF A FENCE CORNER, 42 FEET
 KD1086'WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 3 AND 2 FEET WEST
 KD1086'OF THE FENCELINE.  THE MARK IS STAMPED ARMSTRONG NO 1 1949 AND
 KD1086'PROJECTS 3 INCHES.
 KD1086'
 KD1086'REFERENCE MARK NO. 2 IS 80 FEET SOUTH OF A FENCE CORNER AND
 KD1086'POWERLINE POLE, 44 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 KD1086'NO. 3 AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS STAMPED
 KD1086'ARMSTRONG NO 2 1949 AND PROJECTS 3 INCHES.
 KD1086'
 KD1086'THE AZIMUTH MARK IS 39 FEET EAST OF THE CENTERLINE OF STATE
 KD1086'HIGHWAY NO. 3, 3 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET
 KD1086'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS STAMPED ARMSTRONG
 KD1086'1949 AND PROJECTS 4 INCHES.
 KD1086'
 KD1086'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE SMALL
 KD1086'VILLAGE OF ARMSTRONG, GO SOUTH ON STATE HIGHWAY NO. 3 FOR
 KD1086'1.05 MILES (AZIMUTH MARK ON LEFT AT THIS POINT).  CONTINUE
 KD1086'SOUTH FOR 0.35 MILE TO A PRIVATE LANE ON THE RIGHT, TURN RIGHT
 KD1086'(WEST) AND GO APPROXIMATELY 52 YARDS TO STATION ON THE LEFT AS
 KD1086'DESCRIBED.
 KD1086'
 KD1086'AN 87-FOOT SIGNAL AT BURTON IS VISIBLE AT 37 FEET.
 KD1086'
 KD1086'A 100-FOOT SIGNAL AT HENDRIX IS VISIBLE AT 37 FEET.
 KD1086'
 KD1086'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD1086
 KD1086                          STATION RECOVERY (1967)
 KD1086
 KD1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1086'THE SURFACE STATION MARK AND R.M. NO. 1 HAD BEEN DESTROYED.
 KD1086'THE UNDERGROUND MARK, R.M. NO. 2 AND THE AZIMUTH MARK WERE
 KD1086'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW SURFACE
 KD1086'MARK AND ONE NEW REFERENCE MARK WERE ESTABLISHED.
 KD1086'
 KD1086'TO REACH FROM ARMSTRONG, FROM A 4-WAY STOP SIGN, GO SOUTH ON
 KD1086'STATE HIGHWAY 3 FOR 1.05 MILES TO THE AZIMUTH MARK ON THE LEFT,
 KD1086'CONTINUE SOUTH FOR 0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 KD1086'FOR ABOUT 50 YARDS TO THE STATION ON THE LEFT.
 KD1086'
 KD1086'THE STATION IS 167 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 KD1086'3, 12 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST,
 KD1086'4.5 FEET NORTH OF AN EAST-WEST FENCE AND 4.3 FEET NORTH OF A
 KD1086'METAL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 KD1086'DISK IS STAMPED ARMSTRONG 1949 1967.
 KD1086'
 KD1086'R.M. NO. 2 IS DUE WEST ACROSS THE HIGHWAY FROM A SMALL FARMHOUSE,
 KD1086'44 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF
 KD1086'THE RIGHT OF WAY FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 KD1086'DISK IS STAMPED ARMSTRONG NO 2 1949.
 KD1086'
 KD1086'R.M. NO. 3 IS 64 FEET WEST OF A FENCE CORNER, 30 FEET WEST OF
 KD1086'A LARGE WALNUT STUMP, 16 FEET NORTH OF THE CENTERLINE OF THE
 KD1086'EAST-WEST ROAD AND 0.5 FOOT SOUTH OF THE EAST-WEST FENCE.  THE
 KD1086'MARK IS FLUSH AND THE DISK IS STAMPED ARMSTRONG NO 3 1949 1967.
 KD1086'
 KD1086'THE AZIMUTH MARK IS SOUTHEAST ACROSS THE HIGHWAY FROM A FARMHOUSE,
 KD1086'ABOUT 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH
 KD1086'OF TELEPHONE POLE NO. 148, 2.5 FEET WEST OF THE RIGHT OF WAY
 KD1086'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MARK
 KD1086'PROJECTS 3 INCHES AND THE DISK IS STAMPED ARMSTRONG 1949.
 KD1086'
 KD1086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.3 MILES SOUTH
 KD1086'OF ARMSTRONG
 KD1086
 KD1086                          STATION RECOVERY (1994)
 KD1086
 KD1086'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1994 (DK)
 KD1086'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1010 ***********************************************************************
 KD1010  DESIGNATION -  ARNOLD
 KD1010  PID         -  KD1010
 KD1010  STATE/COUNTY-  MO/SHELBY
 KD1010  USGS QUAD   -  SHELBYVILLE (1964)
 KD1010
 KD1010                         *CURRENT SURVEY CONTROL
 KD1010  ___________________________________________________________________
 KD1010* NAD 83(1997)-  39 47 31.61937(N)    092 05 42.06547(W)     ADJUSTED  
 KD1010* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 KD1010  ___________________________________________________________________
 KD1010  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 KD1010  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KD1010
 KD1010  HORZ ORDER  -  FIRST
 KD1010
 KD1010.The horizontal coordinates were established by classical geodetic methods
 KD1010.and adjusted by the National Geodetic Survey in February 2000..
 KD1010
 KD1010.The orthometric height was scaled from a topographic map.
 KD1010
 KD1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1010
 KD1010.The geoid height was determined by GEOID03.
 KD1010
 KD1010;                    North         East     Units Scale Factor Converg.
 KD1010;SPC MO C     -   439,446.576   534,685.342   MT  0.99994814   +0 15 33.1
 KD1010;UTM  15      - 4,405,076.247   577,483.310   MT  0.99967391   +0 34 45.2
 KD1010
 KD1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1010!SPC MO C     -   0.99996787  x   0.99994814  =   0.99991602
 KD1010!UTM  15      -   0.99996787  x   0.99967391  =   0.99964180
 KD1010
 KD1010:                Primary Azimuth Mark                     Grid Az
 KD1010:SPC MO C     -  SHELBYVILLE SHELBY CO CTHSE              070 42 41.3
 KD1010:UTM  15      -  SHELBYVILLE SHELBY CO CTHSE              070 23 29.2
 KD1010
 KD1010|---------------------------------------------------------------------|
 KD1010| PID    Reference Object                     Distance      Geod. Az  |
 KD1010|                                                           dddmmss.s |
 KD1010| KD1011 SHELBYVILLE SHELBY CO CTHSE         APPROX. 4.9 KM 0705814.4 |
 KD1010| KD1013 SHELBINA MUN WATER LT PLT TANK      APPROX.11.6 KM 1590530.9 |
 KD1010| CL8828 ARNOLD RM 1                          36.006 METERS 16727     |
 KD1010| CL8827 ARNOLD AZ MK INITIAL                               2244557.7 |
 KD1010| CL8826 ARNOLD AZ MK                                       2792950.9 |
 KD1010| CL8829 ARNOLD RM 2                          40.404 METERS 28610     |
 KD1010|---------------------------------------------------------------------|
 KD1010
 KD1010                          SUPERSEDED SURVEY CONTROL
 KD1010
 KD1010  NAD 83(1997)-  39 47 31.62343(N)    092 05 42.07383(W) AD(       ) 1
 KD1010  NAD 83(1997)-  39 47 31.62276(N)    092 05 42.07496(W) AD(       ) 1
 KD1010  NAD 83(1986)-  39 47 31.62548(N)    092 05 42.07494(W) AD(       ) 1
 KD1010  NAD 27      -  39 47 31.49140(N)    092 05 41.44030(W) AD(       ) 1
 KD1010
 KD1010.Superseded values are not recommended for survey control.
 KD1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1010.See file dsdata.txt to determine how the superseded data were derived.
 KD1010
 KD1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE7748305076(NAD 83)
 KD1010_MARKER: DS = TRIANGULATION STATION DISK
 KD1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1010
 KD1010  HISTORY     - Date     Condition        Report By
 KD1010  HISTORY     - 1934     MONUMENTED       CGS
 KD1010  HISTORY     - 1962     GOOD             USGS
 KD1010  HISTORY     - 1966     GOOD             CGS
 KD1010
 KD1010                          STATION DESCRIPTION
 KD1010
 KD1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1010'STATION IS ABOUT 3 MILES WSW OF SHELBYVILLE, 9 MILES ENE OF
 KD1010'CLARENCE, ABOUT 7-1/2 MILES NNW OF SHELBINA IN THE SW 1/4, SEC. 26,
 KD1010'T 58 N, R 11 W, ON LAND OWNED AND OCCUPIED BY HENRY ARNOLD.  THE
 KD1010'MARK IS SET IN A SMALL ORCHARD LOT, 44 FEET S OF FENCE LINE, 39
 KD1010'FEET W OF FENCE LINE, 125 FEET N OF THE CENTER LINE OF THE
 KD1010'ROAD, 96 FEET W OF THE NW CORNER OF MR. ARNOLDS HOUSE.  IT
 KD1010'PROJECTS 5 INCHES.
 KD1010'
 KD1010'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KD1010'BRONZE DISKS SET IN CONCRETE.
 KD1010'
 KD1010'REFERENCE MARK NO.1 IS S OF THE STATION, 5 FEET W OF THE SE
 KD1010'CORNER OF THE LOT, 1 FOOT N OF THE FENCE LINE.  17 FEET N OF
 KD1010'THE CENTER LINE OF THE ROAD, AND PROJECTS 6 INCHES.
 KD1010'
 KD1010'REFERENCE MARK NO.2 IS WNW OF THE STATION, ON THE W EDGE OF
 KD1010'THE ORCHARD LOT, 12 FEET S OF THE SW CORNER OF A CHICKEN
 KD1010'HATCHERY, 1 FOOT E OF FENCE LINE, AND PROJECTS 8 INCHES.
 KD1010'
 KD1010'AZIMUTH MARK IS W OF THE STATION ON THE W EDGE OF A CULTIVATED
 KD1010'FIELD, ABOUT 0.1 MILE N OF CROSS ROAD, 15 FEET E OF THE CENTER
 KD1010'LINE OF N-S ROAD.  THE MARK IS IN A HEDGE FENCE AND PROJECTS
 KD1010'4 INCHES.  TO REACH GO W FOR 0.6 MILE TO CROSS ROAD, HERE GO
 KD1010'N FOR 0.1 MILE.
 KD1010'
 KD1010'ARNOLD AZIMUTH INITIAL IS ABOUT 3-1/2 MILES SW OF THE STATION,
 KD1010'AT THE SW CORNER OF A PASTURE OF LAND OWNED BY ELIZA MINICK.  THE
 KD1010'MARK IS SET ABOUT 0.15 MILE S OF MINICKS HOUSE, 2-1/2 FEET E
 KD1010'AND 2-1/2 FEET N OF THE SW CORNER POST OF THE PASTURE, 61 FEET
 KD1010'N OF A 30-INCH ELM TREE AND PROJECTS 5 INCHES.
 KD1010'
 KD1010'TO REACH FROM STATION ARNOLD GO W FOR 0.6 MILE TO A CROSS ROAD.
 KD1010'HERE TURN S FOR 1.0 MILE TO A T-ROAD.  TURN W FOR 1.0 MILE TO
 KD1010'A T-ROAD.  TURN S 0.8 MILE TO A T-ROAD.  HERE GO W FOR 0.55 MILE,
 KD1010'THEN S FOLLOWING MAIN-TRAVELED ROAD UP HILL FOR 0.6 MILE OR
 KD1010'0.15 MILE BEYOND MINICKS HOUSE TO THE MARK.
 KD1010'
 KD1010'TO REACH STATION FROM SHELBYVILLE, GO W 0.15 MILE FROM THE SW
 KD1010'CORNER OF THE COURTHOUSE SQUARE, THEN S FOR 0.05 MILE, THEN W 1.2
 KD1010'MILES TO A FORK.  TAKE LEFT FORK FOR 0.15 MILE TO FORKS. TAKE LEFT
 KD1010'FORK AND GO 1.0 MILE TO SIDE ROAD W.  TURN W AND GO 1.4 MILES
 KD1010'TO MR. ARNOLDS HOUSE AND STATION ON THE N OF THE ROAD.
 KD1010'
 KD1010'ALL LIGHTS CAME INTO VIEW AT 44 FEET.
 KD1010
 KD1010                          STATION RECOVERY (1962)
 KD1010
 KD1010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 KD1010'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 KD1010'DESCRIBED.  THE AZIMUTH MARK HAS BEEN PULLED OUT OF THE GROUND.
 KD1010
 KD1010                          STATION RECOVERY (1966)
 KD1010
 KD1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1010'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KD1010'ARNOLD AZIMUTH INITIAL WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KD1010'THE AZIMUTH MARK WAS FOUND DESTROYED BY ROAD CONSTRUCTION.  NO
 KD1010'OBJECTS VISIBLE FROM STATION SO A NEW AZIMUTH MARK COULD NOT
 KD1010'BE SET.
 KD1010'
 KD1010'STATION MARK IS 106 FEET NORTH OF AN EAST-WEST FENCE AND A METAL
 KD1010'WITNESS POST.
 KD1010'
 KD1010'REFERENCE MARK NO. 1 IS 14 FEET SOUTHEAST OF THE METAL WITNESS
 KD1010'POST AND 14 FEET SOUTHWEST OF A CORNER FENCE POST AT THE
 KD1010'SOUTHEAST CORNER OF ORCHARD LOT.
 KD1010'
 KD1010'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED.
 KD1010'
 KD1010'A METAL WITNESS POST WAS SET 1 FOOT WEST OF ARNOLD AZIMUTH
 KD1010'INITIAL.
 KD1010'
 KD1010'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND
 KD1010'COUNTY ROAD K AT THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE
 KD1010'IN SHELBYVILLE, GO WEST ON COUNTY ROAD J FOR 1.65 MILES TO A
 KD1010'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED
 KD1010'ROAD FOR 0.25 MILE TO A T-INTERSECTION.  TURN LEFT AND GO
 KD1010'EAST, THEN SOUTH, ON A GRAVELED ROAD FOR 1.1 MILES TO A SIDE
 KD1010'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 KD1010'FOR 1.4 MILES TO AN ABANDONED FARMHOUSE AND ORCHARD AND THE
 KD1010'STATION ON THE RIGHT.
 KD1010'
 KD1010'TO REACH ARNOLD AZIMUTH INITIAL FROM THE JUNCTION OF STATE
 KD1010'HIGHWAY 15 AND COUNTY ROAD K AT THE SOUTHWEST CORNER OF THE
 KD1010'COURTHOUSE SQUARE IN SHELBYVILLE, GO WEST ON COUNTY ROAD K FOR
 KD1010'6.1 MILES TO THE JUNCTION OF COUNTY ROAD N.  TURN LEFT AND GO
 KD1010'SOUTH ON COUNTY ROAD K FOR 4.1 MILES TO A SIDE ROAD ON THE
 KD1010'LEFT.  TURN LEFT AND GO EAST AND SOUTH ON A DIRT ROAD FOR
 KD1010'0.9 MILE TO THE MARK ON THE LEFT.
 KD1010'
 KD1010'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3
 KD1010'MILES WSW OF SHELBYVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1783 ***********************************************************************
 JC1783  DESIGNATION -  ARROWPORT
 JC1783  PID         -  JC1783
 JC1783  STATE/COUNTY-  MO/ST LOUIS
 JC1783  USGS QUAD   -  CHESTERFIELD (1994)
 JC1783
 JC1783                         *CURRENT SURVEY CONTROL
 JC1783  ___________________________________________________________________
 JC1783* NAD 83(1997)-  38 41 39.25782(N)    090 31 17.35572(W)     ADJUSTED  
 JC1783* NAVD 88     -       136.4    (meters)     448.     (feet)  VERTCON   
 JC1783  ___________________________________________________________________
 JC1783  X           -     -45,368.507 (meters)                     COMP
 JC1783  Y           -  -4,984,493.763 (meters)                     COMP
 JC1783  Z           -   3,965,946.947 (meters)                     COMP
 JC1783  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 JC1783  ELLIP HEIGHT-         105.20  (meters)          (02/17/00) GPS OBS
 JC1783  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JC1783
 JC1783  HORZ ORDER  -  THIRD
 JC1783  ELLP ORDER  -  FOURTH    CLASS I
 JC1783
 JC1783.This mark is at Creve Coeur Airport (1H0)
 JC1783
 JC1783.The horizontal coordinates were established by GPS observations
 JC1783.and adjusted by the National Geodetic Survey in February 2000..
 JC1783
 JC1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1783
 JC1783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1783
 JC1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1783
 JC1783.The ellipsoidal height was determined by GPS observations
 JC1783.and is referenced to NAD 83.
 JC1783
 JC1783.The geoid height was determined by GEOID03.
 JC1783
 JC1783;                    North         East     Units Scale Factor Converg.
 JC1783;SPC MO E     -   317,489.883   248,130.738   MT  0.99993338   -0 00 48.4
 JC1783;UTM  15      - 4,285,762.452   715,554.189   MT  1.00017220   +1 33 00.3
 JC1783
 JC1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1783!SPC MO E     -   0.99998349  x   0.99993338  =   0.99991688
 JC1783!UTM  15      -   0.99998349  x   1.00017220  =   1.00015569
 JC1783
 JC1783:                Primary Azimuth Mark                     Grid Az
 JC1783:SPC MO E     -  ARROWPORT AZ MK                          019 45 09.5
 JC1783:UTM  15      -  ARROWPORT AZ MK                          018 11 20.8
 JC1783
 JC1783|---------------------------------------------------------------------|
 JC1783| PID    Reference Object                     Distance      Geod. Az  |
 JC1783|                                                           dddmmss.s |
 JC1783| JC1784 ARROWPORT AZ MK                     APPROX. 0.6 KM 0194421.1 |
 JC1783|---------------------------------------------------------------------|
 JC1783
 JC1783                          SUPERSEDED SURVEY CONTROL
 JC1783
 JC1783  NAD 83(1997)-  38 41 39.25911(N)    090 31 17.35582(W) AD(       ) 3
 JC1783  NAD 83(1986)-  38 41 39.26942(N)    090 31 17.35386(W) AD(       ) 3
 JC1783  NGVD 29 (10/04/91)  136.4    (m)          448.     (f) GPS OBS        
 JC1783
 JC1783.Superseded values are not recommended for survey control.
 JC1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1783.See file dsdata.txt to determine how the superseded data were derived.
 JC1783
 JC1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1555485762(NAD 83)
 JC1783_MARKER: I = METAL ROD
 JC1783_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1783_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1783_STAMPING: ARROWPORT 1991
 JC1783_MARK LOGO: NGS   
 JC1783_PROJECTION: FLUSH
 JC1783_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1783+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JC1783_ROD/PIPE-DEPTH: 29.9 meters
 JC1783_SLEEVE-DEPTH  : 1.0 meters
 JC1783
 JC1783  HISTORY     - Date     Condition        Report By
 JC1783  HISTORY     - 1991     MONUMENTED       NGS
 JC1783
 JC1783                          STATION DESCRIPTION
 JC1783
 JC1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JC1783'STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) SOUTH OF ST CHARLES, 22.6 KM
 JC1783'(14.0 MI) WEST OF DOWNTOWN ST LOUIS,  6.5 KM (4.0 MI) SOUTH OF
 JC1783'INTERSTATE 70, AT THE EAST SIDE OF THE MISSOURI RIVER, NEAR THE
 JC1783'SOUTHWEST CORNER OF AN AREA KNOWN AS MARYLAND HEIGHTS, ABOUT 3.2 KM
 JC1783'(2.0 MI) SOUTH OF THE ST LOUIS/CREVE COEUR AIRPORT, AT THE ST
 JC1783'LOUIS/ARROWHEAD AIRPORT.  OWNERSHIP-JOHN BRADLEY, 850 HOGOLLOW RD.,
 JC1783'CHESTERFIELD, MO 63017.  AIRPORT MANAGER IS MATT PATTERSON, PHONE
 JC1783'314-469-3104.
 JC1783'TO REACH THE STATION FROM THE INTERSTATE 70 AND EARTH CITY EXPRESSWAY
 JC1783'INTERCHANGE, EXIT 231A, LOCATED ABOUT 22.6 KM (14.0 MI)
 JC1783'WEST-NORTHWEST OF DOWNTOWN ST LOUIS, 3.2 KM (2.0 MI) SOUTHEAST OF ST
 JC1783'CHARLES, GO SOUTHERLY ALONG EARTH CITY EXPRESSWAY FOR 2.5 KM
 JC1783'(1.6 MI) TO THE JUNCTION OF CREVE COEUR MILL ROAD. TURN RIGHT,
 JC1783'SOUTHWESTERLY, ON CREVE COEUR MILL ROAD FOR 2.9 KM (1.8 MI) TO WHERE
 JC1783'ROAD TAKES A SHARP TURN SOUTH. CONTINUE SOUTHERLY ON CREVE COEUR MILL
 JC1783'ROAD FOR 1.3 KM (0.8 MI) TO THE JUNCTION OF RIVER VALLEY ROAD ON THE
 JC1783'RIGHT. TURN RIGHT, EAST AND SOUTHERLY,  ALONG RIVER VALLEY ROAD FOR
 JC1783'4.8 KM (3.0 MI) TO RIVER VALLEY DRIVE ON THE LEFT. TURN LEFT, EAST,
 JC1783'ALONG RIVER VALLEY DRIVE FOR 0.16 KM (0.10 MI) TO THE AIRPORT ACCESS
 JC1783'ROAD ON THE LEFT. TURN LEFT, NORTH, ALONG ACCESS ROAD FOR 0.16 KM
 JC1783'(0.10 MI) TO THE AIRPORT OFFICE (205TH AVIATION BUILDING) ON THE
 JC1783'LEFT. PASS TO THE NORTH SIDE OF BUILDING AND GO WEST AND SOUTH TO THE
 JC1783'DISPLACED THRESHOLD LINE ON TAXI APPROACH AT THE WEST SIDE OF RUNWAY
 JC1783'2-20 AND THE STATION ON THE RIGHT IN GRASSY MEDIAN BETWEEN TAXI AND
 JC1783'RUNWAY.
 JC1783'STATION IS 16.6 M (54.5 FT) WEST OF THE CENTER OF THE RUNWAY, 11.5 M
 JC1783'(37.7 FT) EAST OF THE CENTER OF THE TAXIWAY, 16.9 M (55.4 FT) NORTH
 JC1783'OF THE NORTH EDGE OF THE TAXI APPROACH AND CROSSOVER TO OFFICE
 JC1783'BUILDING, AND 0.3 M (1.0 FT) NORTH OF A SHORT WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1784 ***********************************************************************
 JC1784  DESIGNATION -  ARROWPORT AZ MK
 JC1784  PID         -  JC1784
 JC1784  STATE/COUNTY-  MO/ST LOUIS
 JC1784  USGS QUAD   -  CHESTERFIELD (1994)
 JC1784
 JC1784                         *CURRENT SURVEY CONTROL
 JC1784  ___________________________________________________________________
 JC1784* NAD 83(1997)-  38 41 57.49605(N)    090 31 09.00453(W)     ADJUSTED  
 JC1784* NAVD 88     -       136.6    (meters)     448.     (feet)  VERTCON   
 JC1784  ___________________________________________________________________
 JC1784  X           -     -45,163.511 (meters)                     COMP
 JC1784  Y           -  -4,984,144.113 (meters)                     COMP
 JC1784  Z           -   3,966,385.978 (meters)                     COMP
 JC1784  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 JC1784  ELLIP HEIGHT-         105.35  (meters)          (02/17/00) GPS OBS
 JC1784  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JC1784
 JC1784  HORZ ORDER  -  THIRD
 JC1784  ELLP ORDER  -  FOURTH    CLASS I
 JC1784
 JC1784.This mark is at Creve Coeur Airport (1H0)
 JC1784
 JC1784.The horizontal coordinates were established by GPS observations
 JC1784.and adjusted by the National Geodetic Survey in February 2000..
 JC1784
 JC1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1784
 JC1784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1784
 JC1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1784
 JC1784.The ellipsoidal height was determined by GPS observations
 JC1784.and is referenced to NAD 83.
 JC1784
 JC1784.The geoid height was determined by GEOID03.
 JC1784
 JC1784;                    North         East     Units Scale Factor Converg.
 JC1784;SPC MO E     -   318,052.195   248,332.658   MT  0.99993337   -0 00 43.1
 JC1784;UTM  15      - 4,286,330.200   715,740.735   MT  1.00017319   +1 33 06.1
 JC1784
 JC1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1784!SPC MO E     -   0.99998347  x   0.99993337  =   0.99991684
 JC1784!UTM  15      -   0.99998347  x   1.00017319  =   1.00015666
 JC1784
 JC1784:                Primary Azimuth Mark                     Grid Az
 JC1784:SPC MO E     -  ARROWPORT                                199 45 09.4
 JC1784:UTM  15      -  ARROWPORT                                198 11 20.2
 JC1784
 JC1784|---------------------------------------------------------------------|
 JC1784| PID    Reference Object                     Distance      Geod. Az  |
 JC1784|                                                           dddmmss.s |
 JC1784| JC1783 ARROWPORT                           APPROX. 0.6 KM 1994426.3 |
 JC1784|---------------------------------------------------------------------|
 JC1784
 JC1784                          SUPERSEDED SURVEY CONTROL
 JC1784
 JC1784  NAD 83(1997)-  38 41 57.49736(N)    090 31 09.00462(W) AD(       ) 3
 JC1784  NAD 83(1986)-  38 41 57.50759(N)    090 31 09.00267(W) AD(       ) 3
 JC1784  NGVD 29 (10/04/91)  136.6    (m)          448.     (f) GPS OBS        
 JC1784
 JC1784.Superseded values are not recommended for survey control.
 JC1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1784.See file dsdata.txt to determine how the superseded data were derived.
 JC1784
 JC1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1574186330(NAD 83)
 JC1784_MARKER: I = METAL ROD
 JC1784_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1784_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1784_STAMPING: ARROWPORT AZ MK 1991
 JC1784_MARK LOGO: NGS   
 JC1784_PROJECTION: FLUSH
 JC1784_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1784+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JC1784_ROD/PIPE-DEPTH: 29.9 meters
 JC1784_SLEEVE-DEPTH  : 1.0 meters
 JC1784
 JC1784  HISTORY     - Date     Condition        Report By
 JC1784  HISTORY     - 1991     MONUMENTED       NGS
 JC1784
 JC1784                          STATION DESCRIPTION
 JC1784
 JC1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JC1784'STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) SOUTH OF ST CHARLES, 22.6 KM
 JC1784'(14.0 MI) WEST OF DOWNTOWN ST LOUIS,  6.5 KM (4.0 MI) SOUTH OF
 JC1784'INTERSTATE 70, AT THE EAST SIDE OF THE MISSOURI RIVER, NEAR THE
 JC1784'SOUTHWEST CORNER OF AN AREA KNOWN AS MARYLAND HEIGHTS, ABOUT 3.2 KM
 JC1784'(2.0 MI) SOUTH OF THE ST LOUIS/CREVE COEUR AIRPORT, AT THE ST
 JC1784'LOUIS/ARROWHEAD AIRPORT.  OWNERSHIP-JOHN BRADLEY, 850 HOGOLLOW RD.,
 JC1784'CHESTERFIELD, MO 63017.  AIRPORT MANAGER IS MATT PATERSON, PHONE
 JC1784'314-469-3104.
 JC1784'TO REACH THE STATION FROM THE INTERSTATE 70 AND EARTH CITY EXPRESSWAY
 JC1784'INTERCHANGE, EXIT 231A, LOCATED ABOUT 22.6 KM (14.0 MI)
 JC1784'WEST-NORTHWEST OF DOWNTOWN ST LOUIS, AND 3.2 KM (2.0 MI) SOUTHEAST OF
 JC1784'ST CHARLES, GO SOUTHERLY ALONG EARTH CITY EXPRESSWAY FOR 2.5 KM
 JC1784'(1.6 MI) TO THE JUNCTION OF CREVE COEUR MILL ROAD. TURN RIGHT,
 JC1784'SOUTHWESTERLY, ALONG CREVE COEUR MILL ROAD FOR 2.9 KM (1.8 MI) TO
 JC1784'WHERE ROAD TAKES A SHARP TURN SOUTH.  CONTINUE SOUTHERLY ALONG CREVE
 JC1784'COEUR MILL ROAD FOR 1.3 KM (0.8 MI) TO THE JUNCTION OF RIVER VALLEY
 JC1784'ROAD ON THE RIGHT. TURN RIGHT, EAST AND SOUTHERLY, ALONG RIVER VALLEY
 JC1784'ROAD FOR 4.8 KM (3.0 MI) TO RIVER VALLEY DRIVE ON THE LEFT. TURN
 JC1784'LEFT, EAST, ALONG RIVER VALLEY DRIVE FOR 0.16 KM (0.10 MI) TO THE
 JC1784'AIRPORT ACCESS ROAD ON THE LEFT. TURN LEFT, NORTH, ALONG ACCESS ROAD
 JC1784'FOR 0.16 KM (0.10 MI) TO THE AIRPORT OFFICE (205TH AVIATION BUILDING)
 JC1784'ON THE LEFT. PASS TO THE NORTH SIDE OF BUILDING AND GO WEST AND SOUTH
 JC1784'TO THE JUNCTION OF A TAXI CROSSOVER. CONTINUE WEST CROSSING RUNWAY TO
 JC1784'THE WEST SIDE OF RUNWAY AND A NORTH-SOUTH TAXIWAY.  TURN RIGHT,
 JC1784'NORTH, ALONG PAVED TAXIWAY FOR 0.64 KM (0.40 MI) TO THE STATION ON
 JC1784'THE RIGHT IN GRASSY MEDIAN BETWEEN TAXIWAY AND RUNWAY AT A TAXI
 JC1784'APPROACH TO RUNWAY NUMBER 20.
 JC1784'STATION IS 20.2 M (66.3 FT) WEST OF THE CENTER OF THE RUNWAY, 10.4 M
 JC1784'(34.1 FT) EAST OF THE CENTER OF THE TAXIWAY, 35.1 M (115.2 FT)
 JC1784'SOUTH-SOUTHWEST OF THE CENTER OF TAXI CROSSOVER, 15.6 M (51.2 FT)
 JC1784'NORTH OF A RUNWAY LIGHT, AND 0.3 M (1.0 FT) NORTH OF A SHORT
 JC1784'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1388 ***********************************************************************
 HD1388  DESIGNATION -  ASBELL
 HD1388  PID         -  HD1388
 HD1388  STATE/COUNTY-  MO/DADE
 HD1388  USGS QUAD   -  BONA (1981)
 HD1388
 HD1388                         *CURRENT SURVEY CONTROL
 HD1388  ___________________________________________________________________
 HD1388* NAD 83(1997)-  37 32 37.50437(N)    093 38 17.44968(W)     ADJUSTED  
 HD1388* NAVD 88     -       332.96   (+/-2cm)    1092.4    (feet)  VERTCON   
 HD1388  ___________________________________________________________________
 HD1388  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 HD1388  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HD1388
 HD1388  HORZ ORDER  -  FIRST
 HD1388  VERT ORDER  -  THIRD ? (See Below)
 HD1388
 HD1388.The horizontal coordinates were established by classical geodetic methods
 HD1388.and adjusted by the National Geodetic Survey in February 2000..
 HD1388
 HD1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1388.The vertical order pertains to the NGVD 29 superseded value.
 HD1388
 HD1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1388
 HD1388.The geoid height was determined by GEOID03.
 HD1388
 HD1388;                    North         East     Units Scale Factor Converg.
 HD1388;SPC MO W     -   153,161.938   926,158.556   MT  1.00001259   +0 31 30.7
 HD1388;SPC MO C     -   190,404.375   399,419.624   MT  1.00005790   -0 41 37.1
 HD1388;UTM  15      - 4,155,386.562   443,623.807   MT  0.99963915   -0 23 20.0
 HD1388
 HD1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1388!SPC MO W     -   0.99995253  x   1.00001259  =   0.99996512
 HD1388!SPC MO C     -   0.99995253  x   1.00005790  =   1.00001043
 HD1388!UTM  15      -   0.99995253  x   0.99963915  =   0.99959170
 HD1388
 HD1388|---------------------------------------------------------------------|
 HD1388| PID    Reference Object                     Distance      Geod. Az  |
 HD1388|                                                           dddmmss.s |
 HD1388| CN5566 ASBELL RM 1                          23.190 METERS 16723     |
 HD1388| CN5568 ASBELL RM 3                          21.918 METERS 22040     |
 HD1388| CN5565 ASBELL AZ MK                                       2731806.1 |
 HD1388| CN5567 ASBELL RM 2                          34.939 METERS 31640     |
 HD1388| HD1396 STOCKTON MUNICIPAL TANK             APPROX.22.0 KM 3201855.2 |
 HD1388|---------------------------------------------------------------------|
 HD1388
 HD1388                          SUPERSEDED SURVEY CONTROL
 HD1388
 HD1388  NAD 83(1997)-  37 32 37.50592(N)    093 38 17.44983(W) AD(       ) 1
 HD1388  NAD 83(1997)-  37 32 37.51543(N)    093 38 17.45037(W) AD(       ) 1
 HD1388  NAD 83(1986)-  37 32 37.51629(N)    093 38 17.44876(W) AD(       ) 1
 HD1388  NAD 27      -  37 32 37.37000(N)    093 38 16.70500(W) AD(       ) 1
 HD1388  NGVD 29 (07/19/86)  332.84   (m)         1092.0    (f) LEVELING    3  
 HD1388
 HD1388.Superseded values are not recommended for survey control.
 HD1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1388.See file dsdata.txt to determine how the superseded data were derived.
 HD1388
 HD1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4362455387(NAD 83)
 HD1388_MARKER: DS = TRIANGULATION STATION DISK
 HD1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1388
 HD1388  HISTORY     - Date     Condition        Report By
 HD1388  HISTORY     - 1939     MONUMENTED       CGS
 HD1388  HISTORY     - 1957     GOOD             CGS
 HD1388  HISTORY     - 1959     GOOD             CGS
 HD1388  HISTORY     - 1960     GOOD             CGS
 HD1388
 HD1388                          STATION DESCRIPTION
 HD1388
 HD1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1388'ONE AND EIGHT-TENTHS MILES EAST OF BONA, AND APPROXIMATELY 4.5
 HD1388'MILES WEST OF ALDRICH, IN THE NORTHWEST QUARTER OF SEC. 2,
 HD1388'T. 32 N., R. 25 W., ON THE HIGHEST POINT OF A HILL IN PASTURE
 HD1388'LAND OWNED BY W.P. ASBELL, 107 FEET SOUTH OF THE CENTER
 HD1388'LINE OF AN EAST-WEST ROAD, 80 FEET SOUTH OF AN EAST-WEST
 HD1388'FENCE LINE AND 22-1/2 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 HD1388'SURFACE MARK IS STAMPED ASBELL 1939 AND PROJECTS 6 INCHES ABOVE
 HD1388'GROUND.
 HD1388'
 HD1388'TO REACH FROM THE MAIN CROSS ROAD IN BONA, GO EAST ON A
 HD1388'GRAVELED ROAD 1.65 MILES TO A BOARD GATE ON THE SOUTH SIDE
 HD1388'OF A ROAD LEADING INTO A PASTURE, GO THROUGH THE GATE, THEN
 HD1388'FOLLOW THE FENCE LINE EAST 0.15 MILE TO THE HIGHEST POINT OF
 HD1388'THE HILL AND STATION.
 HD1388'
 HD1388'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HD1388'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A,
 HD1388'11A AND 11B RESPECTIVELY.  ALL MARKS ARE WITNESSED BY 4- BY
 HD1388'4-INCH WHITE POSTS PROJECTING 2-1/2 FEET ABOVE THE GROUND.
 HD1388'
 HD1388'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION IN A
 HD1388'NORTH-SOUTH FENCE LINE, IS STAMPED ASBELL NO. 1, 1939 AND
 HD1388'PROJECTS 1 FOOT ABOVE GROUND.
 HD1388'
 HD1388'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, IN AN
 HD1388'EAST-WEST FENCE LINE, 27 FEET SOUTH OF THE CENTER LINE OF ROAD.
 HD1388'IT PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED ASBELL NO. 2,
 HD1388'1939.
 HD1388'
 HD1388'AZIMUTH MARK IS WEST OF THE STATION, 38 FEET SOUTH OF THE CENTER
 HD1388'LINE OF AN EAST-WEST ROAD, 20 FEET SOUTH OF A FENCE LINE,
 HD1388'IS STAMPED ASBELL 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 HD1388'
 HD1388'TO REACH AZIMUTH MARK FROM THE STATION GO WEST ON THE GRAVELED
 HD1388'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT (SOUTH) SIDE OF THE
 HD1388'ROAD.
 HD1388'
 HD1388'A 64-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 HD1388'
 HD1388'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HD1388
 HD1388                          STATION RECOVERY (1957)
 HD1388
 HD1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 HD1388'STATION MARK, AZIMUTH MARK, AND R.M. NO. 1 RECOVERED IN GOOD
 HD1388'CONDITION.  R.M. NO. 2 WAS FOUND UPROOTED AND LYING ON ITS
 HD1388'SIDE.  THE DESCRIPTION IS ADEQUATE.
 HD1388
 HD1388                          STATION RECOVERY (1959)
 HD1388
 HD1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1388'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION EXCEPT
 HD1388'REFERENCE MARK 2.  IT WAS DESTROYED WHEN THE ROAD NORTH OF THE
 HD1388'STATION WAS WIDENED.  THE NORTH-SOUTH FENCE LINE AT REFERENCE
 HD1388'MARK 1 HAS BEEN REMOVED.  THE EAST-WEST ROAD AND THE EAST-WEST
 HD1388'FENCE AT THE AZIMUTH MARK HAS BEEN CHANGED.  THE EAST-WEST
 HD1388'ROAD NORTH OF THE STATION AND THE AZIMUTH MARK IS NOW COUNTY
 HD1388'ROAD H.  THE STATION IS NOW ON THE PROPERTY OF MR. G. ASBELL.
 HD1388'A NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 HD1388'
 HD1388'A COMPLETE DESCRIPTION AND A TO REACH FOLLOWS.
 HD1388'
 HD1388'THE STATION IS 1.8 MILES EAST OF THE VILLAGE OF BONA, 4.5
 HD1388'MILES WEST OF ALDRICH, IN THE NW QUARTER OF SEC. 2, T. 32 N.,
 HD1388'R. 25 W., ON THE HIGHEST POINT OF A HILL IN A PASTURE FIELD AND
 HD1388'ON THE PROPERTY OF MR. G. ASBELL.  IT IS 2 FEET NORTH OF A
 HD1388'WITNESS POST, 63 FEET WEST OF THE WEST EDGE OF A WOODED
 HD1388'SECTOR, 70 FEET SOUTH OF A WIRE FENCE AND 44 FEET EAST OF A
 HD1388'TWIN TRUNK OAK TREE.  THE MONUMENT PROJECTS 5 INCHES AND THE
 HD1388'DISK IS STAMPED ASBELL 1092 1939.
 HD1388'
 HD1388'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS H AND
 HD1388'C IN THE VILLAGE OF BONA, GO EAST ON COUNTY ROAD H FOR 1.55
 HD1388'MILES TO THE AZIMUTH MARK ON THE RIGHT, JUST BEFORE REACHING
 HD1388'A WHITE HOUSE ON THE LEFT.  CONTINUE EAST ON COUNTY ROAD H FOR
 HD1388'0.35 MILE TO A WIRE GATE ON THE LEFT AND A WIRE GATE ON THE
 HD1388'RIGHT.  TURN RIGHT AND GO SOUTH FOR ABOUT 100 FEET, PASSING
 HD1388'THROUGH THE WIRE GATE, THEN LEFT AND GO EAST ALONG THE SOUTH
 HD1388'SIDE OF AN EAST-WEST FENCE LINE FOR ABOUT 0.05 MILE TO THE TOP
 HD1388'OF THE HILL AND THE STATION ON THE RIGHT, 70 FEET SOUTH OF
 HD1388'THE EAST-WEST FENCE LINE.
 HD1388'
 HD1388'REFERENCE MARK 1 IS 43 FEET NORTH OF A 16 INCH OAK TREE, 41 FEET
 HD1388'WEST OF THE WEST EDGE OF THE WOODED SECTOR AND 99 FEET SOUTHEAST
 HD1388'OF THE TWIN TRUNK OAK TREE.  THE MONUMENT PROJECTS 8 INCHES
 HD1388'AND THE DISK IS STAMPED ASBELL NO 1 1939.
 HD1388'
 HD1388'REFERENCE MARK 3 IS 59 FEET SOUTH OF THE TWIN TRUNK OAK TREE,
 HD1388'90 FEET NORTHWEST OF THE 16 INCH OAK TREE AND 70 FEET SOUTHWEST OF
 HD1388'THE WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 HD1388'IS STAMPED ASBELL NO 3 1939.
 HD1388'
 HD1388'THE AZIMUTH MARK IS 42 FEET SOUTH OF THE CENTERLINE OF COUNTY
 HD1388'ROAD H, 19 FEET SOUTHWEST OF A POWER POLE, 10 FEET SOUTH OF A
 HD1388'WITNESS POST AND 10 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT
 HD1388'PROJECTS 6 INCHES AND THE DISK IS STAMPED ASBELL 1939.
 HD1388'
 HD1388'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1388
 HD1388                          STATION RECOVERY (1960)
 HD1388
 HD1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1388'THE STATION WAS RECOVERED EXACTLY AS PREVIOUSLY DESCRIBED
 HD1388'AND ALL MARKS ARE IN GOOD CONDITION, THE DISTANCES AND DIRECTIONS
 HD1388'ARE VERIFIED, AND THE DESCRIPTION IS ENTIRELY ADEQUATE.
 HD1388'
 HD1388'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HD1388'
 HD1388'NOTE- A 64 FOOT TOWER WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0993 ***********************************************************************
 HE0993  DESIGNATION -  ASBURY NORTH BASE
 HE0993  PID         -  HE0993
 HE0993  STATE/COUNTY-  MO/JASPER
 HE0993  USGS QUAD   -  ASBURY (1981)
 HE0993
 HE0993                         *CURRENT SURVEY CONTROL
 HE0993  ___________________________________________________________________
 HE0993* NAD 83(1997)-  37 15 32.20271(N)    094 35 30.11927(W)     ADJUSTED  
 HE0993* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 HE0993  ___________________________________________________________________
 HE0993  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 HE0993  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HE0993
 HE0993  HORZ ORDER  -  FIRST
 HE0993
 HE0993.The horizontal coordinates were established by classical geodetic methods
 HE0993.and adjusted by the National Geodetic Survey in February 2000..
 HE0993
 HE0993.The orthometric height was scaled from a topographic map.
 HE0993
 HE0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0993
 HE0993.The geoid height was determined by GEOID03.
 HE0993
 HE0993;                    North         East     Units Scale Factor Converg.
 HE0993;SPC MO W     -   121,209.447   841,865.888   MT  0.99994199   -0 03 19.9
 HE0993;SPC KS S     -   472,999.953   746,600.078   MT  1.00000153   +2 24 06.3
 HE0993;UTM  15      - 4,124,785.760   358,853.622   MT  0.99984541   -0 57 49.7
 HE0993
 HE0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0993!SPC MO W     -   0.99996140  x   0.99994199  =   0.99990339
 HE0993!SPC KS S     -   0.99996140  x   1.00000153  =   0.99996293
 HE0993!UTM  15      -   0.99996140  x   0.99984541  =   0.99980682
 HE0993
 HE0993|---------------------------------------------------------------------|
 HE0993| PID    Reference Object                     Distance      Geod. Az  |
 HE0993|                                                           dddmmss.s |
 HE0993| CN5571 ASBURY NORTH BASE RM 2               72.524 METERS 15222     |
 HE0993| CN7267 ASBURY N BASE TEMP NAIL              50.231 METERS 33038     |
 HE0993| CN5569 ASBURY NORTH BASE AZ MK                            3310614.6 |
 HE0993| CN5570 ASBURY NORTH BASE RM 1              179.460 METERS 35015     |
 HE0993|---------------------------------------------------------------------|
 HE0993
 HE0993                          SUPERSEDED SURVEY CONTROL
 HE0993
 HE0993  NAD 83(1997)-  37 15 32.20271(N)    094 35 30.11927(W) AD(       ) 1
 HE0993  NAD 83(1997)-  37 15 32.20997(N)    094 35 30.12122(W) AD(       ) 1
 HE0993  NAD 83(1986)-  37 15 32.21637(N)    094 35 30.11589(W) AD(       ) 1
 HE0993  NAD 27      -  37 15 32.02200(N)    094 35 29.28100(W) AD(       ) 1
 HE0993
 HE0993.Superseded values are not recommended for survey control.
 HE0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0993.See file dsdata.txt to determine how the superseded data were derived.
 HE0993
 HE0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5885424786(NAD 83)
 HE0993_MARKER: DS = TRIANGULATION STATION DISK
 HE0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0993
 HE0993  HISTORY     - Date     Condition        Report By
 HE0993  HISTORY     - 1935     MONUMENTED       CGS
 HE0993  HISTORY     - 1955     GOOD             CGS
 HE0993  HISTORY     - 1960     GOOD             CGS
 HE0993  HISTORY     - 1964     GOOD             CGS
 HE0993
 HE0993                          STATION DESCRIPTION
 HE0993
 HE0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0993'STATION IS ABOUT 1 MILE S OF ASBURY, AND 13 MILES N OF JOPLIN
 HE0993'IN THE NE 1/4 SEC. 12, T 29 N, R 34 W, ON LAND OWNED BY
 HE0993'MISSOURI HIGHWAY DEPARTMENT.  IT IS 29 FEET WSW OF CENTER
 HE0993'LINE OF STATE HIGHWAY 57, 49 FEET ENE OF RAILROAD RAIL, 1
 HE0993'FOOR ENE OF FENCE, ABOUT 400 FEET N OF N END OF HIGHWAY
 HE0993'CURVE, BY THE THIRD POLE N OF NUMBER 75, AND IS FLUSH WITH
 HE0993'THE GROUND.  THIS STATION IS ABOUT MIDWAY BETWEEN RAILROAD MILE
 HE0993'POSTS 141 AND 142.
 HE0993'
 HE0993'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0993'BRONZE DISKS SET IN CONCRETE.
 HE0993'
 HE0993'REFERENCE MARK NO. 1 IS N OF STATION, 2 FEET WSW OF FENCE,
 HE0993'30 FEET ENE OF CENTER OF ROAD, AND IS FLUSH WITH GROUND.
 HE0993'
 HE0993'REFERENCE MARK NO. 2 IS SSE OF STATION, 6 FEET WSW OF FENCE,
 HE0993'43 FEET ENE OF NEAR RAIL, 35 FEET WSW OF CENTER OF ROAD,
 HE0993'100 FEET N OF CURVE, AND PROJECTS 1 INCH.
 HE0993'
 HE0993'AZIMUTH MARK IS 1.1 MILES NNW OF STATION AT SLIGHT CURVE
 HE0993'IN ROAD.  IT IS 11 FEET WSW OF CENTER OF STATE HIGHWAY
 HE0993'57 TO SSE, 35 FEET W OF CENTER OF STATE HIGHWAY 57 TO N,
 HE0993'67 FEET ENE OF FIRST RAIL OF MAIN TRACK, 89 FEET ESE OF
 HE0993'POINT OF SWITCH ON FIRST RAIL, AND IS 2 INCHES BELOW SURFACE
 HE0993'OF GROUND.
 HE0993'
 HE0993'TO REACH FROM INTERSECTION OF STATE HIGHWAY 57 AND COUNTY
 HE0993'HIGHWAY B 3 MILES N OF JOPLIN, GO W ON STATE HIGHWAY 57, 0.75
 HE0993'MILE TO TURN BY AN UNDERPASS, THENCE N 9.0 MILES TO A SLIGHT
 HE0993'CURVE TO THE LEFT AT THE TOP OF A SMALL HILL, AND STATION
 HE0993'ON LEFT.
 HE0993'
 HE0993'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 HE0993
 HE0993                          STATION RECOVERY (1955)
 HE0993
 HE0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 HE0993'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HE0993
 HE0993                          STATION RECOVERY (1960)
 HE0993
 HE0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 HE0993'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 HE0993'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED, AND WERE
 HE0993'ALL FOUND TO BE IN GOOD CONDITION, AS DESCRIBED.
 HE0993'
 HE0993'STATE HIGHWAY NO. 57 IS NOW STATE HIGHWAY NO. 171.  THE
 HE0993'PART OF THE DESCRIPTION, BY THE THIRD POLE N OF NUMBER
 HE0993'75 IS NO LONGER ADEQUATE.  IT SHOULD READ BY THE 20TH POLE SE OF
 HE0993'MILE POST 141.
 HE0993
 HE0993                          STATION RECOVERY (1964)
 HE0993
 HE0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE0993'THE STATION MARK, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE
 HE0993'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE R.MS
 HE0993'WERE VERIFIED.
 HE0993'
 HE0993'THE ORIGINAL DESCRIPTION AND RECOVERY NOTE BY J.P.P. DATED
 HE0993'1960 WERE ADEQUATE WITH THE FOLLOWING EXCEPTIONS.  R.M. 2
 HE0993'IS 22 POLES SOUTH OF MILE POST 141 AND THE EAST RIGHT OF WAY
 HE0993'FENCE FOR THE RAILROAD IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1034 ***********************************************************************
 HE1034  DESIGNATION -  ASBURY SOUTH BASE
 HE1034  PID         -  HE1034
 HE1034  STATE/COUNTY-  MO/JASPER
 HE1034  USGS QUAD   -  CARL JUNCTION (1978)
 HE1034
 HE1034                         *CURRENT SURVEY CONTROL
 HE1034  ___________________________________________________________________
 HE1034* NAD 83(1997)-  37 11 40.44524(N)    094 33 19.65796(W)     ADJUSTED  
 HE1034* NAVD 88     -       281.64   (+/-2cm)     924.0    (feet)  VERTCON   
 HE1034  ___________________________________________________________________
 HE1034  X           -    -404,043.559 (meters)                     COMP
 HE1034  Y           -  -5,071,098.536 (meters)                     COMP
 HE1034  Z           -   3,834,768.192 (meters)                     COMP
 HE1034  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 HE1034  ELLIP HEIGHT-         251.67  (meters)          (02/17/00) GPS OBS
 HE1034  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HE1034
 HE1034  HORZ ORDER  -  FIRST
 HE1034  VERT ORDER  -  THIRD ? (See Below)
 HE1034  ELLP ORDER  -  FOURTH    CLASS I
 HE1034
 HE1034.The horizontal coordinates were established by classical geodetic methods
 HE1034.and adjusted by the National Geodetic Survey in February 2000..
 HE1034
 HE1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1034.The vertical order pertains to the NGVD 29 superseded value.
 HE1034
 HE1034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1034
 HE1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1034
 HE1034.The ellipsoidal height was determined by GPS observations
 HE1034.and is referenced to NAD 83.
 HE1034
 HE1034.The geoid height was determined by GEOID03.
 HE1034
 HE1034;                    North         East     Units Scale Factor Converg.
 HE1034;SPC MO W     -   114,062.677   845,076.261   MT  0.99994148   -0 02 00.7
 HE1034;SPC KS S     -   465,996.941   750,114.162   MT  1.00001496   +2 25 26.5
 HE1034;UTM  15      - 4,117,589.766   361,950.071   MT  0.99983477   -0 56 25.7
 HE1034
 HE1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1034!SPC MO W     -   0.99996051  x   0.99994148  =   0.99990199
 HE1034!SPC KS S     -   0.99996051  x   1.00001496  =   0.99997547
 HE1034!UTM  15      -   0.99996051  x   0.99983477  =   0.99979528
 HE1034
 HE1034|---------------------------------------------------------------------|
 HE1034| PID    Reference Object                     Distance      Geod. Az  |
 HE1034|                                                           dddmmss.s |
 HE1034| CN5573 ASBURY SOUTH BASE RM 1               32.714 METERS 16133     |
 HE1034| HE1032 CARL JCT DUPONT DE NEMOURS TK       APPROX. 3.6 KM 1680639.7 |
 HE1034| HE1033 CARL JCT MUNICIPAL TANK             APPROX. 2.1 KM 2060537.5 |
 HE1034| CN5572 ASBURY SOUTH BASE AZ MK                            2105436.8 |
 HE1034| CN5574 ASBURY SOUTH BASE RM 2               36.305 METERS 33001     |
 HE1034|---------------------------------------------------------------------|
 HE1034
 HE1034                          SUPERSEDED SURVEY CONTROL
 HE1034
 HE1034  NAD 83(1997)-  37 11 40.44525(N)    094 33 19.65796(W) AD(       ) 1
 HE1034  NAD 83(1997)-  37 11 40.45233(N)    094 33 19.66051(W) AD(       ) 1
 HE1034  NAD 83(1986)-  37 11 40.45859(N)    094 33 19.65588(W) AD(       ) 1
 HE1034  NAD 27      -  37 11 40.25800(N)    094 33 18.83000(W) AD(       ) 1
 HE1034  NGVD 29 (07/13/92)  281.54   (m)          923.7    (f) LEVELING    3  
 HE1034
 HE1034.Superseded values are not recommended for survey control.
 HE1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1034.See file dsdata.txt to determine how the superseded data were derived.
 HE1034
 HE1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6195017590(NAD 83)
 HE1034_MARKER: DH = HORIZONTAL CONTROL DISK
 HE1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1034_SP_SET: CONCRETE POST
 HE1034_STAMPING: ASBURY SOUTH BASE 1935
 HE1034_MARK LOGO: CGS   
 HE1034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1034+STABILITY: SURFACE MOTION
 HE1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE1034+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 HE1034
 HE1034  HISTORY     - Date     Condition        Report By
 HE1034  HISTORY     - 1935     MONUMENTED       CGS
 HE1034  HISTORY     - 1935     GOOD             CGS
 HE1034  HISTORY     - 1955     GOOD             CGS
 HE1034  HISTORY     - 1964     GOOD             CGS
 HE1034  HISTORY     - 19910308 GOOD             MOGS
 HE1034  HISTORY     - 20060601 GOOD             MODNR
 HE1034
 HE1034                          STATION DESCRIPTION
 HE1034
 HE1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1034'STATION IS ABOUT 8 MILES N OF JOPLIN, 13 MILES W OF CARTHAGE
 HE1034'AND 6 MILES SSE OF ASBURY IN THE NW 1/4 OF SEC. 32, T 29 N,
 HE1034'R 33 W ON LAND OWNED AND OCCUPIED BY KANSAS CITY SOUTHERN
 HE1034'RAILROAD.  THE MARK IS SET ON THE W SIDE OF THE RAILROAD
 HE1034'TRACK, 34 FEET WSW OF THE W RAIL OF THE MAIN LINE, 14 FEET
 HE1034'ENE OF W RIGHT-OF-WAY FENCE, 33.5 FEET NW OF BLOCK SIGNAL,
 HE1034'0.35 MILE SSE OF RAILROAD MILE POST NO. 146 AND APPROXIMATELY
 HE1034'0.8 MILE NNW OF INTERSECTION OF KANSAS CITY SOUTHERN AND ST.
 HE1034'LOUIS AND SAN FRANCISCO RAILROADS.  THE MARK IS SET FLUSH
 HE1034'WITH THE GROUND.
 HE1034'
 HE1034'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE1034'BRONZE DISKS SET IN CONCRETE.
 HE1034'
 HE1034'REFERENCE MARK NO. 1 IS S OF THE STATION ON THE W EDGE
 HE1034'OF THE RAILROAD RIGHT-OF-WAY, 2 FEET E OF THE W RIGHT-OF-WAY
 HE1034'FENCE AND 45 FEET WSW OF THE W RAIL OF THE MAIN LINE.  THE
 HE1034'MARK PROJECTS 2 INCHES.
 HE1034'
 HE1034'REFERENCE MARK NO. 2 IS NNW OF THE STATION ON THE W EDGE
 HE1034'OF THE RAILROAD RIGHT-OF-WAY, 1.5 FEET E OF THE W RIGHT-OF-WAY
 HE1034'FENCE, 45 FEET W OF THE W RAIL OF THE MAIN LINE, AND 10
 HE1034'FEET S OF THE S END OF GATE THROUGH FENCE.  THE MARK PROJECTS
 HE1034'2 INCHES.
 HE1034'
 HE1034'AZIMUTH MARK IS SW OF THE STATION ON THE W EDGE OF A
 HE1034'CULTIVATED FIELD NEAR THE NW CORNER, 2 FEET E OF FENCE
 HE1034'LINE, 1 FOOT N OF S CORNER OF GARDEN, 29.5 FEET N OF CENTER
 HE1034'LINE OF ROAD ABOUT 150 FEET SE OF HOUSE AND APPROXIMATELY
 HE1034'0.7 MILE W OF STATE HIGHWAY 57.  MARK PROJECTS 2 INCHES.
 HE1034'
 HE1034'REACHED FROM WEBB CITY GO W ON COUNTY HIGHWAY Y FROM ITS
 HE1034'INTERSECTION WITH U.S. HIGHWAYS 71 AND 66 FOR 2.25 MILES
 HE1034'TO THE JUNCTION OF COUNTY HIGHWAY Y AND STATE HIGHWAY 57.
 HE1034'CONTINUE STRAIGHT AHEAD ON STATE H IGHWAY 57 W AND N FOR
 HE1034'4.8 MILES TO GATE ON LEFT THROUGH RAILROAD RIGHT-OF-WAY
 HE1034'AND GO APPROXIMATELY 100 FEET TO STATION.
 HE1034'
 HE1034'ALL LIGHTS COME INTO VIEW AT 20 FEET.
 HE1034
 HE1034                          STATION RECOVERY (1935)
 HE1034
 HE1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 HE1034'RECOVERED IN GOOD CONDITION.
 HE1034
 HE1034                          STATION RECOVERY (1955)
 HE1034
 HE1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 HE1034'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 HE1034'IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.  AN ATTEMPT WAS
 HE1034'MADE TO RECOVER THE AZIMUTH MARK, BUT IT WAS NOT FOUND.
 HE1034
 HE1034                          STATION RECOVERY (1964)
 HE1034
 HE1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE1034'THE STATION MARK, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD
 HE1034'CONDITION.  THE DISTANCE TO THE R.M.S WERE VERIFIED.  THE
 HE1034'DESCRIPTION OF 1935 IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS.
 HE1034'THE BLACK SIGNAL HAS BEEN REMOVED AND THE EAST RIGHT OF WAY
 HE1034'FENCE HAS BEEN REMOVED.
 HE1034'
 HE1034'NOW TO REACH FOLLOWS.  REACHED FROM WEBB CITY GO WEST AND
 HE1034'NORTH ALONG STATE HIGHWAY 171 FROM ITS JUNCTION WITH U.S.
 HE1034'HIGHWAYS 66 AND 71 FOR 7.0 MILES TO A FIELD ENTRANCE ROAD ON THE
 HE1034'LEFT, TURN LEFT, CROSS THE RAILROAD TRACKS AND THEN TURN
 HE1034'LEFT AND GO APPROXIMATELY 120 FEET TO THE STATION.
 HE1034'
 HE1034'A SEARCH FOR THE AZIMUTH MARK WAS MADE, BUT IT WAS NOT RECOVERED.
 HE1034
 HE1034                          STATION RECOVERY (1991)
 HE1034
 HE1034'RECOVERY NOTE BY MISSOURI GEODETIC SURVEY 1991
 HE1034'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1034'THE STATION IS A STANDARD USC AND GS DISK SET IN A CONCRETE POST
 HE1034'LOCATED IN THE KANSAS CITY SOUTHERN RAILROAD RIGHT-OF-WAY IN SECTION
 HE1034'32, T29N, R33W.  THE CAP HAS BEEN DAMAGED BUT THE POSITION DOES NOT
 HE1034'APPEAR TO HAVE MOVED.  THE STATIONS IS 132 FT (40.2 M) SOUTHEAST OF A
 HE1034'FIELD ENTRANCE ROAD, 33.7 FT (10.3 M) SOUTHWEST OF THE SOUTHWEST RAIL
 HE1034'OF THE KANSAS CITY SOUTHERN RAILROAD, 107.3 FT (32.7 M) NORTHWEST OF
 HE1034'REFERENCE MONUMENT NO. 1, 119.1 FT (36.3 M) SOUTHEAST OF REFERENCE
 HE1034'MONUMENT NO. 2, 14 FT (4.3 M) NORTHEAST OF THE RAILROAD RIGHT-OF-WAY
 HE1034'FENCE AND 3.1 FT (0.9 M) NORTHEAST OF A CARSONITE SIGN POST.
 HE1034'STATION AND AZIMUTH MARK TO REACH
 HE1034'TO REACH THE STATION FROM THE JUNCTION OF ROUTES -171- AND -Z- AT CARL
 HE1034'JUNCTION, GO NORTH ON ROUTE -171- FOR 1.6 MILES TO GRAVEL SIDE ROAD
 HE1034'ON THE LEFT.  TURN LEFT AND CROSS THE RAILROAD TRACKS. THE STATION IS
 HE1034'FT SOUTH OF THE ROAD IN THE RAILROAD RIGHT-OF-WAY AS DESCRIBED.
 HE1034'SPECIAL INFORMATION
 HE1034'DATE OF REPORT 08-06-1991
 HE1034
 HE1034                          STATION RECOVERY (2006)
 HE1034
 HE1034'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE1034'STATION WAS RECOVERED UNDER HEAVY TREE COVER. THE MARK HAS BEEN
 HE1034'DAMAGED, BUT IS STILL USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1334 ***********************************************************************
 HD1334  DESIGNATION -  ASH
 HD1334  PID         -  HD1334
 HD1334  STATE/COUNTY-  MO/GREENE
 HD1334  USGS QUAD   -  ASH GROVE (1975)
 HD1334
 HD1334                         *CURRENT SURVEY CONTROL
 HD1334  ___________________________________________________________________
 HD1334* NAD 83(1997)-  37 21 14.65533(N)    093 35 35.98061(W)     ADJUSTED  
 HD1334* NAVD 88     -       343.4    (meters)    1127.     (feet)  GPS OBS   
 HD1334  ___________________________________________________________________
 HD1334  X           -    -318,165.905 (meters)                     COMP
 HD1334  Y           -  -5,066,516.949 (meters)                     COMP
 HD1334  Z           -   3,848,892.645 (meters)                     COMP
 HD1334  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 HD1334  ELLIP HEIGHT-         313.59  (meters)          (02/17/00) GPS OBS
 HD1334  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HD1334
 HD1334  HORZ ORDER  -  FIRST
 HD1334  ELLP ORDER  -  FOURTH    CLASS I
 HD1334
 HD1334.The horizontal coordinates were established by GPS observations
 HD1334.and adjusted by the National Geodetic Survey in February 2000..
 HD1334
 HD1334.The orthometric height was determined by GPS observations and a
 HD1334.high-resolution geoid model.
 HD1334
 HD1334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1334
 HD1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1334
 HD1334.The ellipsoidal height was determined by GPS observations
 HD1334.and is referenced to NAD 83.
 HD1334
 HD1334.The geoid height was determined by GEOID03.
 HD1334
 HD1334;                    North         East     Units Scale Factor Converg.
 HD1334;SPC MO C     -   169,305.858   403,139.054   MT  1.00004886   -0 39 48.3
 HD1334;SPC MO W     -   132,147.891   930,324.809   MT  1.00002063   +0 33 00.5
 HD1334;UTM  15      - 4,134,316.866   447,453.558   MT  0.99963401   -0 21 36.0
 HD1334
 HD1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1334!SPC MO C     -   0.99995079  x   1.00004886  =   0.99999965
 HD1334!SPC MO W     -   0.99995079  x   1.00002063  =   0.99997142
 HD1334!UTM  15      -   0.99995079  x   0.99963401  =   0.99958482
 HD1334
 HD1334:                Primary Azimuth Mark                     Grid Az
 HD1334:SPC MO C     -  ASH AZ MK                                025 42 18.9
 HD1334:SPC MO W     -  ASH AZ MK                                024 29 30.1
 HD1334:UTM  15      -  ASH AZ MK                                025 24 06.6
 HD1334
 HD1334|---------------------------------------------------------------------|
 HD1334| PID    Reference Object                     Distance      Geod. Az  |
 HD1334|                                                           dddmmss.s |
 HD1334| CN5575 ASH AZ MK                                          0250230.6 |
 HD1334| HD1331 WALNUT GROVE MUNICIPAL TANK         APPROX. 7.4 KM 0314547.2 |
 HD1334| CN5576 ASH RM 1                             11.866 METERS 20056     |
 HD1334| HD1340 EVERTON RADIO STA KAJ 71 TWR        APPROX.10.7 KM 2394103.4 |
 HD1334| CN5577 ASH RM 2                             11.740 METERS 27157     |
 HD1334|---------------------------------------------------------------------|
 HD1334
 HD1334                          SUPERSEDED SURVEY CONTROL
 HD1334
 HD1334  NAD 83(1997)-  37 21 14.65574(N)    093 35 35.98055(W) AD(       ) 1
 HD1334  NAD 83(1986)-  37 21 14.66518(N)    093 35 35.98171(W) AD(       ) 1
 HD1334  NAD 83(1997)-  37 21 14.66726(N)    093 35 35.97838(W) AD(       ) 2
 HD1334  NAD 83(1986)-  37 21 14.66849(N)    093 35 35.97686(W) AD(       ) 2
 HD1334  NAD 27      -  37 21 14.49440(N)    093 35 35.24130(W) AD(       ) 2
 HD1334
 HD1334.Superseded values are not recommended for survey control.
 HD1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1334.See file dsdata.txt to determine how the superseded data were derived.
 HD1334
 HD1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4745434317(NAD 83)
 HD1334_MARKER: DS = TRIANGULATION STATION DISK
 HD1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1334_STAMPING: ASH 1959
 HD1334_MARK LOGO: CGS   
 HD1334_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1334+STABILITY: SURFACE MOTION
 HD1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1334+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1996
 HD1334
 HD1334  HISTORY     - Date     Condition        Report By
 HD1334  HISTORY     - 1959     MONUMENTED       CGS
 HD1334  HISTORY     - 19960823 GOOD             MODNR
 HD1334
 HD1334                          STATION DESCRIPTION
 HD1334
 HD1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1334'THE STATION IS LOCATED 5 MILES SOUTHWEST OF WALNUT GROVE AND
 HD1334'ABOUT 3 MILES NORTHWEST OF ASH GROVE ON LAND OWNED BY MR.
 HD1334'LESTER STANTON.  IT IS IN THE SOUTHEAST 1/4 OF SEC. 5, T 31 N,
 HD1334'R 24 W.  IT IS 325 FEET SOUTH OF A FENCE CORNER, 19 FEET NORTH
 HD1334'OF THE CENTERLINE OF A PAVED ROAD, 7 FEET EAST OF A POWER
 HD1334'LINE POLE, 4 FEET SOUTHWEST OF A WITNESS POST, AND 2 FEET SOUTH
 HD1334'OF A FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HD1334'STAMPED ASH 1959.
 HD1334'
 HD1334'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160
 HD1334'AND COUNTY HIGHWAY V IN ASH GROVE, GO NORTH ON HIGHWAY V
 HD1334'FOR 2.5 MILES TO A T-ROAD LEFT.  TURN LEFT AND GO WEST ON
 HD1334'A PAVED ROAD FOR 0.95 MILE TO A T-ROAD LEFT.  *TURN LEFT
 HD1334'AND GO WEST ON A PAVED ROAD FOR 0.1 MILE TO THE STATION ON
 HD1334'THE RIGHT, NORTH SIDE OF ROAD.
 HD1334'
 HD1334'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD
 HD1334'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HD1334'
 HD1334'REFERENCE MARK 1 IS 40 FEET SOUTHWEST OF A WITNESS POST, 18
 HD1334'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, AND 1 FOOT
 HD1334'NORTH OF A FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 HD1334'STAMPED ASH NO 1 1959.
 HD1334'
 HD1334'REFERENCE MARK 2 IS 38 FEET EAST OF A POWER LINE POLE, 19
 HD1334'FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, AND 2 FEET
 HD1334'SOUTH OF THE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE
 HD1334'DISK IS STAMPED ASH NO 2 1959.
 HD1334'
 HD1334'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTERLINE OF THE
 HD1334'PAVED ROAD, 1 FOOT EAST OF A FENCE, AND 2 FEET SOUTH OF A
 HD1334'WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 HD1334'STAMPED ASH 1959.
 HD1334'
 HD1334'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HD1334
 HD1334                          STATION RECOVERY (1996)
 HD1334
 HD1334'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 HD1334'THE STATION WAS FOUND IN GOOD CONDITION. THE STATION IS A STANDARD CGS
 HD1334'TRIANGULATION STATION DISK STAMPED -ASH 1959- AND SET IN A 12 INCH
 HD1334'SQUARE CONCRETE POST PROJECTING 1 INCH AND IS LOCATED IN THE NORTH
 HD1334'RIGHT-OF-WAY OF FARM ROAD -52- IN THE SE 1/4 OF SECTION 5, TOWNSHIP 31
 HD1334'NORTH, RANGE 24 WEST.  THE STATION IS 19 FT (5.8 M) NORTH OF THE ROAD
 HD1334'CENTERLINE, 2 FT (0.6 M) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 75.8
 HD1334'FT (23.1 M) EAST OF A UTILITY POLE, AND 4.0 FT (1.2 M) SOUTHWEST OF A
 HD1334'STEEL POST AND WITNESS SIGN. TO REACH THE STATION FROM THE JUNCTION OF
 HD1334'U.S.  HIGHWAY 160 AND COUNTY HIGHWAY -V- IN ASH GROVE, GO NORTH ON
 HD1334'HIGHWAY -V- FOR 2 MI (3.2 KM) TO A T-ROAD LEFT.  TURN LEFT AND GO WEST
 HD1334'AND NORTH ON A PAVED ROAD FOR 0.95 MI (1.53 KM) TO A T-ROAD LEFT.
 HD1334'TURN LEFT AND GO WEST ON A PAVED ROAD FOR 0.1 MI (0.2 KM) TO THE
 HD1334'STATION ON THE RIGHT ON THE NORTH SIDE OF ROAD. AZIMUTH MARK NOT
 HD1334'RECOVERED AT THIS TIME. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0767 ***********************************************************************
 HD0767  DESIGNATION -  ASH GROVE
 HD0767  PID         -  HD0767
 HD0767  STATE/COUNTY-  MO/GREENE
 HD0767  USGS QUAD   -  ASH GROVE (1975)
 HD0767
 HD0767                         *CURRENT SURVEY CONTROL
 HD0767  ___________________________________________________________________
 HD0767* NAD 83(1986)-  37 18 58.     (N)    093 35 06.     (W)     SCALED    
 HD0767* NAVD 88     -       317.783  (meters)    1042.59   (feet)  ADJUSTED  
 HD0767  ___________________________________________________________________
 HD0767  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HD0767  DYNAMIC HT  -         317.531 (meters)    1041.77  (feet)  COMP
 HD0767  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 HD0767
 HD0767  VERT ORDER  -  SECOND    CLASS 0
 HD0767
 HD0767.The horizontal coordinates were scaled from a topographic map and have
 HD0767.an estimated accuracy of +/- 6 seconds.
 HD0767
 HD0767.The orthometric height was determined by differential leveling
 HD0767.and adjusted by the National Geodetic Survey in June 1991..
 HD0767
 HD0767.The geoid height was determined by GEOID03.
 HD0767
 HD0767.The dynamic height is computed by dividing the NAVD 88
 HD0767.geopotential number by the normal gravity value computed on the
 HD0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0767.degrees latitude (g = 980.6199 gals.).
 HD0767
 HD0767.The modeled gravity was interpolated from observed gravity values.
 HD0767
 HD0767;                    North         East    Units  Estimated Accuracy
 HD0767;SPC MO C     -   165,080.      403,830.      MT  (+/- 180 meters Scaled)
 HD0767
 HD0767                          SUPERSEDED SURVEY CONTROL
 HD0767
 HD0767  NGVD 29 (??/??/92)  317.654  (m)         1042.17   (f) ADJ UNCH    2 0
 HD0767
 HD0767.Superseded values are not recommended for survey control.
 HD0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0767.See file dsdata.txt to determine how the superseded data were derived.
 HD0767
 HD0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB481301(NAD 83)
 HD0767_MARKER: DB = BENCH MARK DISK
 HD0767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0767_SP_SET: FOUNDATION
 HD0767_STAMPING: ASH GROVE 1935
 HD0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0767
 HD0767  HISTORY     - Date     Condition        Report By
 HD0767  HISTORY     - 1935     MONUMENTED       CGS
 HD0767
 HD0767                          STATION DESCRIPTION
 HD0767
 HD0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0767'AT ASH GROVE.
 HD0767'AT ASH GROVE, GREENE COUNTY, AT THE CITY WATER TANK, AND IN THE
 HD0767'SOUTH CONCRETE FOUNDATION BLOCK.  A STANDARD DISK, STAMPED
 HD0767'ASH GROVE 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1336 ***********************************************************************
 HD1336  DESIGNATION -  ASH GROVE MUNICIPAL TANK
 HD1336  PID         -  HD1336
 HD1336  STATE/COUNTY-  MO/GREENE
 HD1336  USGS QUAD   -  ASH GROVE (1975)
 HD1336
 HD1336                         *CURRENT SURVEY CONTROL
 HD1336  ___________________________________________________________________
 HD1336* NAD 83(1997)-  37 18 57.49768(N)    093 35 05.34474(W)     ADJUSTED  
 HD1336* NAVD 88     -                                                        
 HD1336  ___________________________________________________________________
 HD1336  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 HD1336  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HD1336
 HD1336  HORZ ORDER  -  THIRD
 HD1336
 HD1336.The horizontal coordinates were established by classical geodetic methods
 HD1336.and adjusted by the National Geodetic Survey in February 2000..
 HD1336
 HD1336
 HD1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1336
 HD1336.The geoid height was determined by GEOID03.
 HD1336
 HD1336;                    North         East     Units Scale Factor Converg.
 HD1336;SPC MO C     -   165,068.826   403,844.440   MT  1.00004719   -0 39 27.6
 HD1336;SPC MO W     -   127,926.853   931,119.713   MT  1.00002221   +0 33 17.4
 HD1336;UTM  15      - 4,130,085.381   448,181.061   MT  0.99963308   -0 21 16.3
 HD1336
 HD1336                          SUPERSEDED SURVEY CONTROL
 HD1336
 HD1336  NAD 83(1997)-  37 18 57.49802(N)    093 35 05.34426(W) AD(       ) 4
 HD1336  NAD 83(1997)-  37 18 57.50863(N)    093 35 05.34642(W) AD(       ) 4
 HD1336  NAD 83(1986)-  37 18 57.51012(N)    093 35 05.34476(W) AD(       ) 4
 HD1336  NAD 27      -  37 18 57.33500(N)    093 35 04.61900(W) AD(       ) 3
 HD1336
 HD1336.Superseded values are not recommended for survey control.
 HD1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1336.See file dsdata.txt to determine how the superseded data were derived.
 HD1336
 HD1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4818130085(NAD 83)
 HD1336_MARKER: 53 = ELEVATED TANK
 HD1336
 HD1336  HISTORY     - Date     Condition        Report By
 HD1336  HISTORY     - 1959     FIRST OBSERVED   CGS
 HD1336
 HD1336                          STATION DESCRIPTION
 HD1336
 HD1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1336'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN THE
 HD1336'NORTHEAST BUSINESS SECTION OF ASH GROVE.  THE TANK IS SUPPORTED
 HD1336'BY A FOUR LEGGED STEEL STRUCTURE.  THE TANK AND SUPPORTING IS
 HD1336'SILVER COLORED AND THE TANK HAS THE LEGEND ASH GROVE PAINTED IN
 HD1336'BLACK LETTERS ON THE NORTH AND SOUTH SIDES.  THE OVERALL HEIGHT
 HD1336'IS 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0937 ***********************************************************************
 GE0937  DESIGNATION -  ASH HILL
 GE0937  PID         -  GE0937
 GE0937  STATE/COUNTY-  MO/BUTLER
 GE0937  USGS QUAD   -  FISK (1962)
 GE0937
 GE0937                         *CURRENT SURVEY CONTROL
 GE0937  ___________________________________________________________________
 GE0937* NAD 83(1997)-  36 46 22.69850(N)    090 13 50.68133(W)     ADJUSTED  
 GE0937* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 GE0937  ___________________________________________________________________
 GE0937  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 GE0937  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GE0937
 GE0937  HORZ ORDER  -  SECOND
 GE0937
 GE0937.The horizontal coordinates were established by classical geodetic methods
 GE0937.and adjusted by the National Geodetic Survey in February 2000..
 GE0937
 GE0937.The orthometric height was scaled from a topographic map.
 GE0937
 GE0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0937
 GE0937.The geoid height was determined by GEOID03.
 GE0937
 GE0937;                    North         East     Units Scale Factor Converg.
 GE0937;SPC MO E     -   104,293.502   274,036.344   MT  0.99994045   +0 09 40.3
 GE0937;UTM  15      - 4,073,265.095   747,155.554   MT  1.00035263   +1 39 31.1
 GE0937
 GE0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0937!SPC MO E     -   0.99998855  x   0.99994045  =   0.99992900
 GE0937!UTM  15      -   0.99998855  x   1.00035263  =   1.00034117
 GE0937
 GE0937|---------------------------------------------------------------------|
 GE0937| PID    Reference Object                     Distance      Geod. Az  |
 GE0937|                                                           dddmmss.s |
 GE0937| CI2898 ASH HILL RM 1                        22.372 METERS 10043     |
 GE0937| CI2897 ASH HILL AZ MK                                     1923854.0 |
 GE0937| CI2899 ASH HILL RM 2                        25.419 METERS 35159     |
 GE0937|---------------------------------------------------------------------|
 GE0937
 GE0937                          SUPERSEDED SURVEY CONTROL
 GE0937
 GE0937  NAD 83(1997)-  36 46 22.70023(N)    090 13 50.68227(W) AD(       ) 2
 GE0937  NAD 83(1997)-  36 46 22.70598(N)    090 13 50.68158(W) AD(       ) 2
 GE0937  NAD 83(1986)-  36 46 22.70916(N)    090 13 50.68161(W) AD(       ) 2
 GE0937  NAD 27      -  36 46 22.51120(N)    090 13 50.30700(W) AD(       ) 2
 GE0937
 GE0937.Superseded values are not recommended for survey control.
 GE0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0937.See file dsdata.txt to determine how the superseded data were derived.
 GE0937
 GE0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4715673265(NAD 83)
 GE0937_MARKER: DS = TRIANGULATION STATION DISK
 GE0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0937_STAMPING: ASH HILL 1954
 GE0937_MARK LOGO: CGS   
 GE0937_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GE0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0937+STABILITY: SURFACE MOTION
 GE0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0937+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 GE0937
 GE0937  HISTORY     - Date     Condition        Report By
 GE0937  HISTORY     - 1954     MONUMENTED       CGS
 GE0937  HISTORY     - 19811028 GOOD             NGS
 GE0937  HISTORY     - 20020831 GOOD             USACE
 GE0937  HISTORY     - 20031210 GOOD             MODNR
 GE0937
 GE0937                          STATION DESCRIPTION
 GE0937
 GE0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0937'THE STATION IS LOCATED ABOUT 9 MILES EAST OF POPLAR BLUFF
 GE0937'AND 1.5 MILES WEST OF FISK NEAR THE SOUTHEAST CORNER OF ASH HILL
 GE0937'CEMETERY ON LAND OWNED BY MR. O.X. MAPLES.  IT IS 18.6 FEET
 GE0937'NORTHEAST OF A T FENCE CORNER, 15 FEET NORTH OF A FENCE LINE
 GE0937'AND 13 FEET EAST OF A FENCE LINE.  IT IS STAMPED ASH HILL 1954
 GE0937'AND IS SET 1.0 FEET BELOW THE SURFACE OF THE GROUND.
 GE0937'
 GE0937'REFERENCE MARK NO. 1 IS 85.6 FEET EAST OF A T FENCE CORNER
 GE0937'1.0 FOOT NORTH OF A FENCE LINE.  IT IS STAMPED ASH HILL NO
 GE0937'1 1954 AND IS SET FLUSH.
 GE0937'
 GE0937'REFERENCE MARK NO. 2 IS 96 FEET NORTH OF A T FENCE CORNER AND
 GE0937'1.0 FOOT EAST OF A FENCE LINE.  IT IS STAMPED ASH HILL NO 2
 GE0937'AND IS SET FLUSH.
 GE0937'
 GE0937'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 127.7 FEET.
 GE0937'
 GE0937'THE AZIMUTH MARK IS LOCATED ON THE ROAD RIGHT-OF-WAY, 22 FEET
 GE0937'WEST OF THE CENTER OF A ROAD, 18 FEET NORTH OF A T FENCE
 GE0937'CORNER AND 1.8 FEET NORTHEAST OF A WITNESS POST.  IT IS
 GE0937'STAMPED ASH HILL 1954 AND PROJECTS 4 INCHES.
 GE0937'
 GE0937'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FISK, GO WEST
 GE0937'ON U.S. HIGHWAY 60 FOR 1.6 MILES TO A ROAD LEFT ACROSS RAILROAD
 GE0937'TRACKS, TURN LEFT ACROSS TRACKS AND GO 0.3 MILE TO A FARM DRIVE
 GE0937'LEFT, JUST PAST ASH HILL CHURCH, TURN LEFT INTO FARM DRIVE TO A
 GE0937'BARN, CONTINUE ACROSS BARNYARD FOR ABOUT 100 YARDS TO A GATE,
 GE0937'PASS THROUGH GATE AND TURN LEFT FOR ABOUT 60 YARDS TO T FENCE
 GE0937'CORNER AND STATION.
 GE0937'
 GE0937'TO REACH THE AZIMUTH FROM DRIVEWAY TO FARMHOUSE GO SOUTH 0.2
 GE0937'MILE TO AZIMUTH ON THE RIGHT AS DESCRIBED.
 GE0937'
 GE0937'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE0937
 GE0937                          STATION RECOVERY (1981)
 GE0937
 GE0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GE0937'THE STATION MARK WAS THE ONLY MARK RECOVERED IN GOOD CONDITION.
 GE0937'REFERENCE MARK 1 WAS NOT FOUND AND REFERENCE MARK 2 WAS FOUND LYING ON
 GE0937'ITS SIDE.  THE AZIMUTH MARK WAS DESTROYED WHEN THE FENCELINE WAS
 GE0937'CLEARED OF BRUSH WITH A BULLDOZER.  REFERENCE MARKS 3, 4 AND AN
 GE0937'AZIMUTH MARK 2 WERE ESTABLISHED.  A POLARIS OBSERVATION WAS TAKEN TO
 GE0937'THE NEW AZIMUTH.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS
 GE0937'LOCATED 14.5 KM (9.00 MI) EAST OF POPLAR BLUFF, 2.4 KM (1.50 MI) WEST
 GE0937'OF FISK, 0.4 KM (0.25 MI) SOUTH OF US HIGHWAY 60, AT THE SOUTHEAST
 GE0937'CORNER OF THE SHANE MEMORIAL CEMETERY AND THE ASH HILL GENERAL BAPTIST
 GE0937'CHURCH AND ON PROPERTY OWNED BY MIKE MILLS, RURAL ROUTE 3, BOX 373,
 GE0937'DEXTER, MISSOURI 63841.  TO REACH THE STATION FROM THE JUNCTION OF US
 GE0937'HIGHWAY 60 AND STATE ROAD DD, AT FISK, GO WEST ON HIGHWAY 60 FOR 2.25
 GE0937'KM (1.40 MI) TO BUTLER COUNTY ROAD 627 ON THE LEFT.  TURN LEFT AND GO
 GE0937'SOUTH, THEN EAST, THEN SOUTH ON COUNTY ROAD 627 FOR 0.4 KM (0.25 MI)
 GE0937'TO THE ASH HILL GENERAL BAPTIST CHURCH, THE SHANE MEMORIAL CEMETERY
 GE0937'AND THE STATION ON THE LEFT.  ANOTHER, SMALLER, CEMETERY IS ON THE
 GE0937'RIGHT.  THE STATION IS A STANDARD CGS DISK STAMPED ASH HILL 1954, SET
 GE0937'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 14 INCHES OR 36 CM IN
 GE0937'DIAMETER RECESSED 10 INCHES OR 25 CM BELOW THE GROUND LOCATED 101.0 FT
 GE0937'(30.8 M) SE FROM THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 24.8 FT
 GE0937'(7.6 M) WFROM THE CENTER OF A HEADSTONE LABELED MCKINZIE, 18.6 FT (5.7
 GE0937'M) NE FROM A WITNESS POST AT THE SOUTHEAST CORNER OF THE CEMETERY, AND
 GE0937'18.6 FT (5.7 M) SE FROM ANOTHER WITNESS POST.  REFERENCE MARK NO 3 IS
 GE0937'A STANDARD NGS DISK STAMPED ASH HILL 1954 NO 3 1981, SET INTO THE TOP
 GE0937'OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER PROJECTING
 GE0937'1 INCH OR 2 CM ABOVE THE GROUND LOCATED 96.0 FT (29.3 M) SE FROM THE
 GE0937'SOUTHEAST CORNER OF THE CHURCH BUILDING, 16.1 FT (4.9 M) SE FROM THE
 GE0937'CENTER OF THE MCKINZIE HEADSTONE, 1.6 FT (0.5 M) N FROM A WITNESS
 GE0937'POST, AND 1.5 FT (0.5 M) HIGHER THAN THE STATION.  REFERENCE MARK NO 4
 GE0937'IS A STANDARD NGS DISK STAMPED ASH HILL 1954 NO 4 1981, SET INTO THE
 GE0937'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 GE0937'PROJECTING 4 INCHES OR 8 CM ABOVE THE GROUND LOCATED 85.75 FT (26.14
 GE0937'M) ESE FROM THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 21.9 FT (6.7
 GE0937'M) NE FROM THE CENTER OF THE MCKINZIE HEADSTONE, 1.0 FT (0.3 M) S FROM
 GE0937'A WITNESS POST AND 1.5 FT (0.5 M) HIGHER THAN THE STATION.  AZIMUTH
 GE0937'MARK NO 2 IS A STANDARD NGS DISK STAMPED ASH HILL 1954 NO 2 1981, SET
 GE0937'INTO THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES OR 36 CM IN
 GE0937'DIAMETER PROJECTING 4 INCHES OR 10 CM ABOVE THE GROUND LOCATED 22.0 FT
 GE0937'(6.7 M) E FROM THE CENTERLINE OF COUNTY ROAD 627, 2.3 FT (0.7 M) NW
 GE0937'FROM A POWERLINE POLE, AND 1.4 FT (0.4 M) S FROM A WITNESS POST.  TO
 GE0937'REACH THE AZIMUTH MARK FORM THE STATION, GO SOUTH ON COUNTY ROAD 627
 GE0937'FOR 0.55 KM (0.35 MI) TO THE MARK ON THE LEFT.
 GE0937
 GE0937                          STATION RECOVERY (2002)
 GE0937
 GE0937'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0937'PROBING ROD WAS USED TO DETECT MONUMENT UNDERGROUND WITH MEASUREMENTS
 GE0937'IN DESCRIPTION.
 GE0937
 GE0937                          STATION RECOVERY (2003)
 GE0937
 GE0937'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 GE0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0632 ***********************************************************************
 KC0632  DESIGNATION -  ASHBURN
 KC0632  PID         -  KC0632
 KC0632  STATE/COUNTY-  MO/PIKE
 KC0632  USGS QUAD   -  ASHBURN (1993)
 KC0632
 KC0632                         *CURRENT SURVEY CONTROL
 KC0632  ___________________________________________________________________
 KC0632* NAD 83(1997)-  39 31 56.16586(N)    091 10 33.40507(W)     ADJUSTED  
 KC0632* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 KC0632  ___________________________________________________________________
 KC0632  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 KC0632  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KC0632
 KC0632  HORZ ORDER  -  FIRST
 KC0632
 KC0632.The horizontal coordinates were established by classical geodetic methods
 KC0632.and adjusted by the National Geodetic Survey in February 2000..
 KC0632
 KC0632.The orthometric height was scaled from a topographic map.
 KC0632
 KC0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0632
 KC0632.The geoid height was determined by GEOID03.
 KC0632
 KC0632;                    North         East     Units Scale Factor Converg.
 KC0632;SPC MO E     -   410,737.768   191,890.095   MT  0.99997489   -0 25 48.9
 KC0632;SPC IL W     -   318,544.993   613,232.844   MT  1.00003383   -0 38 32.9
 KC0632;SPC IL W     - 1,045,093.03  2,011,914.76   sFT  1.00003383   -0 38 32.9
 KC0632;UTM  15      - 4,377,434.280   656,762.916   MT  0.99990257   +1 09 40.6
 KC0632
 KC0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0632!SPC MO E     -   0.99996587  x   0.99997489  =   0.99994076
 KC0632!SPC IL W     -   0.99996587  x   1.00003383  =   0.99999970
 KC0632!UTM  15      -   0.99996587  x   0.99990257  =   0.99986845
 KC0632
 KC0632|---------------------------------------------------------------------|
 KC0632| PID    Reference Object                     Distance      Geod. Az  |
 KC0632|                                                           dddmmss.s |
 KC0632| CL8831 ASHBURN RM 1                         72.700 METERS 08458     |
 KC0632| KC0652 LOUISIANA RADIO KAH 202 MAST        APPROX.11.8 KM 1304324.9 |
 KC0632| CL8830 ASHBURN AZ MK                                      1411637.1 |
 KC0632| CL8832 ASHBURN RM 2                         28.010 METERS 17247     |
 KC0632| KC0653 BOWLING GREEN MUNICIPAL TOWER       APPROX.21.1 KM 1840807.0 |
 KC0632|---------------------------------------------------------------------|
 KC0632
 KC0632                          SUPERSEDED SURVEY CONTROL
 KC0632
 KC0632  NAD 83(1997)-  39 31 56.16627(N)    091 10 33.40549(W) AD(       ) 1
 KC0632  NAD 83(1997)-  39 31 56.17117(N)    091 10 33.40495(W) AD(       ) 1
 KC0632  NAD 83(1986)-  39 31 56.17119(N)    091 10 33.40456(W) AD(       ) 1
 KC0632  NAD 27      -  39 31 56.00370(N)    091 10 32.89860(W) AD(       ) 1
 KC0632
 KC0632.Superseded values are not recommended for survey control.
 KC0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0632.See file dsdata.txt to determine how the superseded data were derived.
 KC0632
 KC0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD5676377434(NAD 83)
 KC0632_MARKER: DS = TRIANGULATION STATION DISK
 KC0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0632
 KC0632  HISTORY     - Date     Condition        Report By
 KC0632  HISTORY     - 1931     MONUMENTED       CGS
 KC0632  HISTORY     - 1958     GOOD             CGS
 KC0632  HISTORY     - 1967     GOOD             CGS
 KC0632  HISTORY     - 1973     GOOD             LOCENG
 KC0632
 KC0632                          STATION DESCRIPTION
 KC0632
 KC0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0632'ON HIGH AND PROMINENT BLUFF, ABOUT 8 MILES NORTH-NORTHWEST OF
 KC0632'LOUISIANA, ABOUT ONE-FOURTH MILE SOUTHWEST OF ASHBURN, ON LAND
 KC0632'OWNED BY MARION WILLIAMS, IN WOODS AND BRUSH ON HIGHEST POINT OF
 KC0632'BLUFF, 3 METERS (10 FEET) WEST OF NORTH-AND-SOUTH WIRE FENCE
 KC0632'RUNNING OVER HILL BETWEEN WOODS AND CLEARED FIELD USED AS
 KC0632'PASTURE, AND 9 METERS (30 FEET) WEST OF 16-INCH BLACK WALNUT TREE
 KC0632'ON TOP OF RIDGE IN PASTURE.  TO REACH FROM LOUISIANA,
 KC0632'FOLLOW FRANKFORD PIKE 6.4 MILES TO FAIRVIEW CHRUCH, GO
 KC0632'NORTH 2.3 MILES ON GRAVEL ROAD (KEEP STRAIGHT AHEAD 1.2
 KC0632'MILES) TO FORK, KEEP RIGHT ON GRAVEL ROAD 3.5 MILES TO BOARD
 KC0632'GATE ON RIGHT (NORTH) SIDE OF ROAD, WHICH IS 0.1 MILE
 KC0632'BEYOND RIGHT-ANGLE TURN TO LEFT, FOLLOW DIRT LANE NORTH FROM
 KC0632'GATEPOST HOUSE, THROUGH GATES AND UP BLUFF ALONG OLD WAGON
 KC0632'ROAD TO TOP OF RIDGE IN OPEN PASTURE, AND CONTINUE WEST AND
 KC0632'SOUTH ON OLD ROAD THROUGH PASTURE TO WEST END OF CLEARING AND
 KC0632'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE
 KC0632'STANDARD STATION DISKS IN CONCRETE.
 KC0632'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 KC0632'NO. 1 IS IN PASTURE, 1 METER (3 FEET) EAST OF
 KC0632'NORTH-AND-SOUTH WIRE FENCE, AND 72.70 METERS (238.5 FEET) FROM
 KC0632'STATION.  NO. 2 IS IN PASTURE, ON
 KC0632'SMALL ROCKY MOUND WITH SCATTERED TREES, AND 27.90 METERS
 KC0632'(91.5 FEET) FROM STATION.
 KC0632
 KC0632                          STATION RECOVERY (1958)
 KC0632
 KC0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 KC0632'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 KC0632'GOOD CONDITION.  THE BLACK WALNUT TREE MENTIONED IN THE
 KC0632'DESCRIPTION OF THE STATION IS NO LONGER THERE.  THE REFERENCE
 KC0632'MEASUREMENTS ON THE REFERENCE MARKS WERE REVERSED.  THE DISTANCE
 KC0632'AND DIRECTION CHECKED TO REFERENCE MARK 1. THE DIRECTION TO
 KC0632'REFERENCE MARK 2 CHECKED BUT THE DISTANCE WAS 0.4 OF A FOOT
 KC0632'LONGER THAN PREVIOUSLY MEASURED.  AN AZIMUTH MARK WAS ESTABLISHED
 KC0632'AT THIS TIME.  A COMPLETE NEW TO REACH AND DESCRIPTION
 KC0632'FOLLOWS-
 KC0632'
 KC0632'THE STATION IS ABOUT 8 MILES NORTHWEST OF LOUISIANA, 9 MILES EAST
 KC0632'OF FRANKFORD, AND 1 MILE SOUTHWEST OF ASHBURN ON A PROMINENT
 KC0632'BLUFF.  THE STATION IS ON LAND OWNED BY MRS. MYRTLE HALLOWS.  IT
 KC0632'IS 8 FEET WEST OF A NORTH-SOUTH FENCE, 34 FEET SOUTHWEST OF A
 KC0632'12-INCH HICKORY TREE, 13 FEET NORTHEAST OF A 10-INCH OAK TREE,
 KC0632'AND 34 FEET NORTHWEST OF A 16-INCH BLACK WALNUT TREE. THE
 KC0632'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED ASHBURN
 KC0632'1931.
 KC0632'
 KC0632'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 KC0632'COUNTY ROAD B AT THE EAST EDGE OF THE TOWN OF FRANKFORD, GO EAST
 KC0632'ON COUNTY ROAD B FOR 5.7 MILES TO THE JUNCTION OF STATE HIGHWAY 79
 KC0632'AND COUNTY ROAD B.  TURN LEFT AND GO NORTH ON HIGHWAY 79 FOR 1.8
 KC0632'MILES TO THE CENTER OF THE BRIDGE ACROSS THE SALT RIVER.
 KC0632'CONTINUE NORTH ON HIGHWAY 79 FOR 0.45 MILE TO A SIDE ROAD RIGHT.
 KC0632'TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 1.35 MILES TO A
 KC0632'GRAVELED DRIVEWAY LEFT.  *TURN LEFT AND GO NORTH ON THE
 KC0632'GRAVELED DRIVEWAY FOR 0.2 MILE TO A GATE ABOUT 30 FEET NORTH OF
 KC0632'AN OLD BARN AND SOUTHEAST OF AN ABANDONED FARMHOUSE.  THIS
 KC0632'IS THE END OF TRUCK TRAVEL.  **FROM HERE PASS THROUGH GATE
 KC0632'AND GO NORTHEAST ON OLD ROAD FOR 150 YARDS TO A GATE AT CORN
 KC0632'CRIB.  TURN LEFT AND GO WEST ABOUT 50 YARDS CROSSING SAME CREEK
 KC0632'TO ANOTHER BARN.  TURN RIGHT AND FOLLOW STOCK TRAIL ABOUT
 KC0632'50 YARDS CROSSING SAME CREEK TO A FENCE CORNER (THIS ROUTE IS
 KC0632'A DETOUR AROUND AN EARTH RESEVOIR).  FROM THE FENCE CORNER GO
 KC0632'NORTHEAST ACROSS RESERVOIR AND UP HILL TO AN OLD DIM ROAD.  GO
 KC0632'NORTHWEST ON THE DIM ROAD FOR ABOUT 0.35 MILE TO POINT WHERE IT
 KC0632'PASSES UNDER TELEPHONE LINE.  ANGLE LEFT AND FOLLOW CREST OF
 KC0632'THE RIDGE SOUTH AND SOUTHWEST FOR ABOUT 0.3 MILE TO THE TOP OF
 KC0632'HILL AND STATION.
 KC0632'
 KC0632'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED DRIVEWAY LEFT AND GO
 KC0632'EAST ON THE GRAVELED ROAD 0.1 MILE TO A T-INTERSECTION.  TURN
 KC0632'RIGHT AND GO SOUTH ON THE MAIN TRAVELED ROAD FOR 0.15 MILE TO A
 KC0632'GRAVELED DRIVEWAY LEFT.  TURN LEFT AND GO EAST ON THE GRAVELED
 KC0632'DRIVEWAY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KC0632'
 KC0632'REFERENCE MARK 1 IS 29 FEET NORTHWEST OF A 6-INCH THRON TREE, 87
 KC0632'FEET SOUTHEAST OF A 10-INCH HICKORY TREE, 229 FEET EAST OF A
 KC0632'NORTH-SOUTH FENCE AND ON THE PROPERTY OF MRS. LELLA WILLIAMS.
 KC0632'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ASHBURN
 KC0632'NO 1 1931.
 KC0632'
 KC0632'REFERENCE MARK 2 IS 4 FEET EAST OF A NORTH-SOUTH FENCE, 17 FEET
 KC0632'NORTHWEST OF A 24-INCH OAK TREE, 37 FEET SOUTH OF AN
 KC0632'18-INCH BLACK WALNUT TREE, AND 21 FEET SOUTHWEST OF A 6-INCH
 KC0632'THORN TREE ON THE PROPERTY OF MRS. LELLA WILLIAMS.  THE MONUMENT
 KC0632'PROJECTS 5 INCHES AND THE DISK IS STAMPED ASHBURN NO 2 1931.
 KC0632'
 KC0632'THE AZIMUTH MARK IS 8 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 KC0632'DRIVEWAY, 6 INCHES NORTH OF A WIRE FENCE, 35 FEET WEST OF A
 KC0632'POWERLINE POLE, AND 2 FEET WEST OF A WHITE WITNESS POST.  THE
 KC0632'MONUMENT IS FLUSH AND THE DISK IS STAMPED ASHBURN 1931.  THE MARK
 KC0632'IS ON THE PROPERTY OF MR. CHARLES MERRIWEATHER.
 KC0632'
 KC0632'A POWER WAGON OR JEEP MAY BE DRIVEN FROM HERE.
 KC0632
 KC0632                          STATION RECOVERY (1967)
 KC0632
 KC0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 KC0632'STATION RECOVERED AS DESCRIBED IN 1958 AND ALL MARKS FOUND IN GOOD
 KC0632'CONDITION.  THE DESCRIPTION TO REACH FROM FRANKFORD WAS NOT
 KC0632'CHECKED.
 KC0632'
 KC0632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 KC0632'NORTHWEST OF LOUISIANA.
 KC0632
 KC0632                          STATION RECOVERY (1973)
 KC0632
 KC0632'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RH)
 KC0632'ASHBURN NO. 1 1931 RECOVERED VERY GOOD.
 KC0632'
 KC0632'ASHBURN NO. 2 1931 RECOVERED VERY GOOD.
 KC0632'
 KC0632'ASHBURN 1931 RECOVERED VERY GOOD (AZIMUTH MARKER).
 KC0632'
 KC0632'ASHBURN 1931 RECOVERED VERY GOOD (STATION MARKER).
 KC0632'
 KC0632'COMMENT--IT IS NO LONGER POSSIBLE TO TRAVEL BY JEEP FARTHER THAN THE
 KC0632'EARTH RESERVOIR REFERRED TO IN THE 1958 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2518 ***********************************************************************
 JD2518  DESIGNATION -  ASHLAND 2
 JD2518  PID         -  JD2518
 JD2518  STATE/COUNTY-  MO/BOONE
 JD2518  USGS QUAD   -  ASHLAND (1981)
 JD2518
 JD2518                         *CURRENT SURVEY CONTROL
 JD2518  ___________________________________________________________________
 JD2518* NAD 83(1986)-  38 46 48.     (N)    092 15 12.     (W)     SCALED    
 JD2518* NAVD 88     -       275.05   (+/-2cm)     902.4    (feet)  VERTCON   
 JD2518  ___________________________________________________________________
 JD2518  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD2518
 JD2518  VERT ORDER  -  THIRD ? (See Below)
 JD2518
 JD2518.The horizontal coordinates were scaled from a topographic map and have
 JD2518.an estimated accuracy of +/- 6 seconds.
 JD2518
 JD2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2518.The vertical order pertains to the NGVD 29 superseded value.
 JD2518
 JD2518.The geoid height was determined by GEOID03.
 JD2518
 JD2518;                    North         East    Units  Estimated Accuracy
 JD2518;SPC MO C     -   327,040.      521,430.      MT  (+/- 180 meters Scaled)
 JD2518
 JD2518                          SUPERSEDED SURVEY CONTROL
 JD2518
 JD2518  NGVD 29 (07/19/86)  275.02   (m)          902.3    (f) LEVELING    3  
 JD2518
 JD2518.Superseded values are not recommended for survey control.
 JD2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2518.See file dsdata.txt to determine how the superseded data were derived.
 JD2518
 JD2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC648926(NAD 83)
 JD2518_MARKER: DS = TRIANGULATION STATION DISK
 JD2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2518
 JD2518  HISTORY     - Date     Condition        Report By
 JD2518  HISTORY     - 1969     MONUMENTED       CGS
 JD2518  HISTORY     - 1971     GOOD             NGS
 JD2518
 JD2518                          STATION DESCRIPTION
 JD2518
 JD2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JD2518'STATION IS LOCATED ABOUT 0.6 MILE NORTHEAST OF ASHLAND AND ON THE
 JD2518'WEST EDGE OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 63.
 JD2518'
 JD2518'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY 63
 JD2518'AND STATE ROADS M AND W AT ASHLAND, GO NORTH ON U.S. HIGHWAY 63
 JD2518'FOR 0.35 MILE TO THE STATION ON THE LEFT.  (CONTINUE NORTH ON THE
 JD2518'HIGHWAY FOR 0.25 MILE TO MR. TAYLORS FARMHOUSE AND THE AZIMUTH
 JD2518'MARK ON THE LEFT).
 JD2518'
 JD2518'STATION MARKS ARE STANDARD DISKS STAMPED ASHLAND 2 1969.  THE
 JD2518'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 JD2518'PROJECTS 1 INCH.  IT IS 200 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 JD2518'63, 20 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 1.5 FEET NORTH
 JD2518'OF A METAL WITNESS POST, AND 2 FEET NORTH OF A STEEL RIGHT-OF-WAY
 JD2518'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 JD2518'MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 JD2518'
 JD2518'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ASHLAND 2
 JD2518'NO. 3 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 JD2518'PROJECTS 1 INCH.  IT IS 200 FEET WEST OF THE CENTER OF U.S.
 JD2518'HIGHWAY 63 AND 24 FEET SOUTH-SOUTHWEST OF THE TELEPHONE POLE.
 JD2518'
 JD2518'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ASHLAND 2 NO. 4
 JD2518'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JD2518'1 INCH.  IT IS 200 FEET WEST OF THE CENTER OF U.S. HIGHWAY 63
 JD2518'AND 1 FOOT SOUTH OF A FENCE.
 JD2518'
 JD2518'AZIMUTH MARK, A STANDARD DISK STAMPED ASHLAND 2 1969, IS SET IN
 JD2518'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 JD2518'153 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. JOHN TAYLORS
 JD2518'HOUSE, 139 FEET WEST OF THE CENTER OF U.S. HIGHWAY 63, 1 FOOT
 JD2518'EAST OF A METAL WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 JD2518
 JD2518                          STATION RECOVERY (1971)
 JD2518
 JD2518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2518'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4,
 JD2518'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JD2518'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 JD2518'FOUND ADEQUATE FOR RECOVERY.
 JD2518'
 JD2518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.6 MILE
 JD2518'NE OF ASHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2879 ***********************************************************************
 JD2879  DESIGNATION -  ASHLAND 2 RESET
 JD2879  PID         -  JD2879
 JD2879  STATE/COUNTY-  MO/BOONE
 JD2879  USGS QUAD   -  ASHLAND (1981)
 JD2879
 JD2879                         *CURRENT SURVEY CONTROL
 JD2879  ___________________________________________________________________
 JD2879* NAD 83(1997)-  38 46 49.02017(N)    092 15 12.03956(W)     ADJUSTED  
 JD2879* NAVD 88     -       275.9    (meters)     905.     (feet)  VERTCON   
 JD2879  ___________________________________________________________________
 JD2879  X           -    -195,758.364 (meters)                     COMP
 JD2879  Y           -  -4,974,980.811 (meters)                     COMP
 JD2879  Z           -   3,973,484.318 (meters)                     COMP
 JD2879  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 JD2879  ELLIP HEIGHT-         243.36  (meters)          (02/17/00) GPS OBS
 JD2879  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD2879
 JD2879  HORZ ORDER  -  FIRST
 JD2879  ELLP ORDER  -  FOURTH    CLASS I
 JD2879
 JD2879.The horizontal coordinates were established by GPS observations
 JD2879.and adjusted by the National Geodetic Survey in February 2000..
 JD2879
 JD2879.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2879
 JD2879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2879
 JD2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2879
 JD2879.The ellipsoidal height was determined by GPS observations
 JD2879.and is referenced to NAD 83.
 JD2879
 JD2879.The geoid height was determined by GEOID03.
 JD2879
 JD2879;                    North         East     Units Scale Factor Converg.
 JD2879;SPC MO C     -   327,069.827   521,431.405   MT  0.99993899   +0 09 16.2
 JD2879;UTM  15      - 4,292,659.537   564,854.106   MT  0.99965179   +0 28 03.6
 JD2879
 JD2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2879!SPC MO C     -   0.99996182  x   0.99993899  =   0.99990081
 JD2879!UTM  15      -   0.99996182  x   0.99965179  =   0.99961362
 JD2879
 JD2879|---------------------------------------------------------------------|
 JD2879| PID    Reference Object                     Distance      Geod. Az  |
 JD2879|                                                           dddmmss.s |
 JD2879| CN5583 ASHLAND 2 RM 4                        6.468 METERS 00152     |
 JD2879| CN5581 ASHLAND 2 AZ MK                                    0063323.4 |
 JD2879| JD2513 ASHLAND                              95.367 METERS 13958     |
 JD2879| CN5582 ASHLAND 2 RM 3                       13.184 METERS 18159     |
 JD2879|---------------------------------------------------------------------|
 JD2879
 JD2879                          SUPERSEDED SURVEY CONTROL
 JD2879
 JD2879  NAD 83(1986)-  38 46 49.02893(N)    092 15 12.04346(W) AD(       ) 1
 JD2879  NAD 83(1986)-  38 46 49.03212(N)    092 15 12.04395(W) AD(       ) 3
 JD2879  NAD 27      -  38 46 48.90418(N)    092 15 11.37342(W) AD(       ) 3
 JD2879  NGVD 29 (09/27/93)  275.9    (m)          905.     (f) GPS OBS        
 JD2879
 JD2879.Superseded values are not recommended for survey control.
 JD2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2879.See file dsdata.txt to determine how the superseded data were derived.
 JD2879
 JD2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6485492660(NAD 83)
 JD2879_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2879_SP_SET: CONCRETE POST
 JD2879_STAMPING: ASHLAND 2 1969
 JD2879_MARK LOGO: NGS   
 JD2879_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2879+STABILITY: SURFACE MOTION
 JD2879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2879+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 JD2879
 JD2879  HISTORY     - Date     Condition        Report By
 JD2879  HISTORY     - UNK      MONUMENTED
 JD2879  HISTORY     - 19920303 GOOD             MODNR
 JD2879
 JD2879                          STATION DESCRIPTION
 JD2879
 JD2879'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2879'DATE OF REPORT 11-30-1992
 JD2879'STATION ASHLAND 2 1969-1991
 JD2879'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2879'ASHLAND 2 IS A STANDARD NGS HORIZONTAL DISK STAMPED--ASHLAND 2 1969
 JD2879'RESET 1991 SET EIGHT INCHES BELOW THE GROUND SURFACE ON THE WEST
 JD2879'RIGHT-OF-WAY OF THE WEST OUTER ROAD (OLD US 63). IT IS 200 FT
 JD2879'(61.0 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF US 63, 72
 JD2879'FT (21.9 M) WEST OF THE CENTERLINE OF THE WEST OUTER ROAD, 11 FT
 JD2879'(3.4 M) SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE, 182.8 FT
 JD2879'(55.7 M) NORTHEAST OF THE NORTHEAST CORNER OF A GRAY BRICK HOME, 1.6
 JD2879'FT (0.5 M) NORTH OF A WITNESS POST AND 2.1 FT (0.6 M) NORTH OF
 JD2879'STEEL RIGHT-OF-WAY POST.  R.M. NO. 3 IS SOUTH 43.26 FT
 JD2879'(13.19 M) THE AZIMUTH MARK IS A STANDARD DISK STAMPED--ASHLAND 2 1969
 JD2879'SET IN A ROUND CONCRETE POST ONE INCH BELOW THE GROUND SURFACE 0.25
 JD2879'MI (0.40 KM) NORTH OF THE STATION ON THE EAST SIDE OF A PRIVATE
 JD2879'DRIVE. THE AZIMUTH MARK IS 8.5 FT (2.6 M) EAST OF THE CENTERLINE OF
 JD2879'THE DRIVE, 95 FT (29.0 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 JD2879'LANE OF US 63, 7.7 FT (2.3 M) WEST OF A NAIL AND SHINER IN A POWER
 JD2879'POLE, 12.82 FT (3.91 M) NORTHWEST OF A NAIL AND SHINER IN A WOODEN
 JD2879'POST, AND 1.1 FT (0.3 M) WEST OF A WITNESS POST.
 JD2879'STATION AND AZIMUTH MARK TO REACH
 JD2879'TO REACH THE STATION FROM THE CENTERLINE OF THE OVERPASS OF ROUTE M
 JD2879'OVER US 63 AT ASHLAND MO, GO WEST ON ROUTE M FOR 0.28 MI (0.45 KM) TO
 JD2879'THE INTERSECTION OF ROUTE M AND HENRY CLAY BLVD. (OLD US 63).  TURN
 JD2879'RIGHT AND GO NORTHEASTERLY ON HENRY CLAY BLVD. (OLD US 63) FOR 0.48
 JD2879'MI (0.77 KM) TO A PRIVATE DRIVE AND THE STATION ON THE LEFT AS
 JD2879'DESCRIBED.
 JD2879'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON HENRY
 JD2879'CLAY BLVD. (OLD US 63) FOR 0.25 MI (0.40 KM) TO THE PRIVATE DRIVE OF
 JD2879'THE TAYLOR FARMHOUSE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0816 ***********************************************************************
 HC0816  DESIGNATION -  ASHLEY
 HC0816  PID         -  HC0816
 HC0816  STATE/COUNTY-  MO/TEXAS
 HC0816  USGS QUAD   -  HARTSHORN (1985)
 HC0816
 HC0816                         *CURRENT SURVEY CONTROL
 HC0816  ___________________________________________________________________
 HC0816* NAD 83(1997)-  37 22 06.08819(N)    091 42 04.83865(W)     ADJUSTED  
 HC0816* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 HC0816  ___________________________________________________________________
 HC0816  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 HC0816  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HC0816
 HC0816  HORZ ORDER  -  FIRST
 HC0816
 HC0816.The horizontal coordinates were established by classical geodetic methods
 HC0816.and adjusted by the National Geodetic Survey in February 2000..
 HC0816
 HC0816.The orthometric height was scaled from a topographic map.
 HC0816
 HC0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0816
 HC0816.The geoid height was determined by GEOID03.
 HC0816
 HC0816;                    North         East     Units Scale Factor Converg.
 HC0816;SPC MO C     -   170,629.868   570,741.191   MT  0.99999495   +0 29 05.1
 HC0816;SPC MO E     -   171,007.756   143,589.428   MT  1.00007277   -0 43 45.2
 HC0816;UTM  15      - 4,136,527.810   614,992.125   MT  0.99976288   +0 47 17.8
 HC0816
 HC0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0816!SPC MO C     -   0.99994242  x   0.99999495  =   0.99993737
 HC0816!SPC MO E     -   0.99994242  x   1.00007277  =   1.00001518
 HC0816!UTM  15      -   0.99994242  x   0.99976288  =   0.99970531
 HC0816
 HC0816:                Primary Azimuth Mark                     Grid Az
 HC0816:SPC MO C     -  ASHLEY AZ MK                             014 15 56.8
 HC0816:SPC MO E     -  ASHLEY AZ MK                             015 28 47.1
 HC0816:UTM  15      -  ASHLEY AZ MK                             013 57 44.1
 HC0816
 HC0816|---------------------------------------------------------------------|
 HC0816| PID    Reference Object                     Distance      Geod. Az  |
 HC0816|                                                           dddmmss.s |
 HC0816| CN5584 ASHLEY AZ MK                                       0144501.9 |
 HC0816| CN5585 ASHLEY RM 1                          23.219 METERS 17442     |
 HC0816| CN5586 ASHLEY RM 2                          31.487 METERS 26547     |
 HC0816|---------------------------------------------------------------------|
 HC0816
 HC0816                          SUPERSEDED SURVEY CONTROL
 HC0816
 HC0816  NAD 83(1986)-  37 22 06.10020(N)    091 42 04.83688(W) AD(       ) 1
 HC0816  NAD 27      -  37 22 05.93200(N)    091 42 04.29700(W) AD(       ) 1
 HC0816
 HC0816.Superseded values are not recommended for survey control.
 HC0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0816.See file dsdata.txt to determine how the superseded data were derived.
 HC0816
 HC0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB1499236528(NAD 83)
 HC0816_MARKER: DD = SURVEY DISK
 HC0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0816
 HC0816  HISTORY     - Date     Condition        Report By
 HC0816  HISTORY     - 1939     MONUMENTED       CGS
 HC0816  HISTORY     - 1978     GOOD             NGS
 HC0816
 HC0816                          STATION DESCRIPTION
 HC0816
 HC0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0816'THE STATION IS LOCATED 2 MILES SOUTH OF ASHLEY CREEK AND
 HC0816'THE ASHLEY POST OFFICE, AND 4.5 MILES SOUTH OF THE MONTUCK
 HC0816'STATE PARK, ON THE HIGHEST POINT OF A TIMBERED RIDGE IN
 HC0816'SECTION 22, R 7 W, T 31 N.
 HC0816'
 HC0816'TO REACH THE STATION FROM SALEM, GO WEST AND SOUTHWEST ON
 HC0816'MISSOURI STATE HIGHWAY 32 FOR 11.0 MILES TO ITS JUNCTION WITH
 HC0816'MISSOURI STATE HIGHWAY 119.  TURN LEFT AND GO SOUTH ON MISSOURI
 HC0816'STATE HIGHWAY 119 FOR 4.2 MILES TO ITS JUNCTION WITH COUNTY
 HC0816'ROAD E TO THE LEFT, (EAST).  CONTINUE SOUTH ON ROUTE 119
 HC0816'FOR 4.6 MILES TO A FORK AND A SMALL STORE AT THE RIGHT.
 HC0816'LEAVE THE HIGHWAY HERE AND CONTINUE SOUTH ON THE RIGHT FORK
 HC0816'ON A SMALL GRADED ROAD FOR 0.45 MILE TO A FORK.  TAKE LEFT
 HC0816'FORK AND GO EAST FOR 0.2 MILE TO A FORK AND MONTUCK POST
 HC0816'OFFICE TO THE LEFT.  TAKE RIGHT FORK AND GO SOUTH 1.0 MILE
 HC0816'TO A CREEK FORK.  CROSS CREEK AND FOLLOW MAIN-TRAVELED ROAD
 HC0816'SOUTH 2.2 MILES TO A FORK, (JUST BEFORE REACHING A CREEK
 HC0816'FORD).  TAKE LEFT FORK ACROSS CREEK-FORD AND GO SOUTH 0.1
 HC0816'MILE TO THE ASHLEY POST OFFICE.  PASS TO LEFT OF THE POST
 HC0816'OFFICE AND FOLLOW MAIN ROAD WEST AND SOUTH 2.8 MILES TO A
 HC0816'FORK AT THE TOP OF THE DIVIDE.  TAKE THE LEFT FORK AND GO
 HC0816'EAST ALONG THE DIVIDE 0.15 MILE TO THE STATION ON THE
 HC0816'LEFT, AT THE EAST END OF A SHORT CURVE.  THE STATION IS
 HC0816'54 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30 FEET EAST
 HC0816'OF A TRIANGULAR-BLAZED OAK TREE, 43 FEET NORTHWEST OF A 12 INCH
 HC0816'STUMP WHICH IS USED AS A FENCE POST.  THE MARK
 HC0816'PROJECTS 2 INCHES ABOVE THE GROUND AND IS STAMPED ASHLEY
 HC0816'1939.
 HC0816'
 HC0816'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHWEST OF THE STATION
 HC0816'AND 15 FEET WEST OF THE NORTH-AND-SOUTH ROAD.  THE MARK
 HC0816'PROJECTS 2 INCHES ABOVE THE GROUND AND IS STAMPED
 HC0816'ASHLEY 1939.
 HC0816'
 HC0816'REFERENCE MARK NO. 1 IS 23.220 METERS, 76.18 FEET, SOUTHEAST
 HC0816'OF THE STATION, IN A FENCE LINE, 24 FEET NORTH OF THE CENTERLINE
 HC0816'OF THE ROAD. THE MARK PROJECTS 2 INCHES ABOVE THE
 HC0816'GROUND AND IS STAMPED ASHLEY NO 1 1939.
 HC0816'
 HC0816'REFERENCE MARK NO. 2 IS 31.462 METERS, 103.23 FEET, WEST-SOUTHWEST
 HC0816'OF THE STATION, 14 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 HC0816'THE MARK PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 HC0816'STAMPED ASHLEY NO 2 1939.
 HC0816'
 HC0816'ALL MARKS ARE WITNESSED BY 4 X 4 WHITE POSTS WHICH PROJECT
 HC0816'2.5 FEET ABOVE THE GROUND.
 HC0816'
 HC0816'A 90-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 HC0816'
 HC0816'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HC0816
 HC0816                          STATION RECOVERY (1978)
 HC0816
 HC0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HC0816'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 HC0816'GOOD CONDITION.  THE DIRECTION TO THE REFERENCE MARKS CHECKED
 HC0816'FAVORABLY WITH THE 1939 DATA.  THE DISTANCE TO REFERENCE MARK
 HC0816'1 CHECKED THE 1939 DATA.  THE DISTANCE TO REFERENCE MARK 2 WAS
 HC0816'FOUND TO BE LONGER BY 0.025 METER.  THE AZIMUTH MARK WAS NOT
 HC0816'RECOVERED AND BELIEVED DESTROYED WHEN THE ROAD WAS WIDENED.
 HC0816'NO SUITABLE LOCATION WAS FOUND TO SET A NEW AZIMUTH OR A
 HC0816'REFERENCE MARK 3.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 HC0816'
 HC0816'THE STATION IS LOCATED 2 MILES SOUTH OF ASHLEY CREEK, 6-1/2
 HC0816'MILES SOUTH OF MONTAUK STATE PARK ON THE HIGHEST POINT OF A
 HC0816'TIMBERED COVERED RIDGE, BELONGING TO THE JOHN POWELL LUMBER
 HC0816'COMPANY OF ROLLA, MISSOURI,(TELEPHONE NUMBER 364-1212) IN
 HC0816'THE SOUTHWEST CORNER OF SECTION 22, R 7 W, T 31 N.
 HC0816'
 HC0816'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 137 AND
 HC0816'COUNTY ROAD B, IN RAYMONDVILLE, GO SOUTH ON COUNTY ROAD B FOR
 HC0816'1 BLOCK, THEN BEAR LEFT (EASTERLY) FOR 8.65 MILES TO A GRAVEL
 HC0816'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 0.25 MILE TO
 HC0816'A WOODS ROAD LEFT AND THE STATION AS DESCRIBED.
 HC0816'
 HC0816'THE STATION MARK, A STANDARD DISK STAMPED---ASHLEY 1939---, IS
 HC0816'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 HC0816'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE AND HAS A METAL ROD
 HC0816'DRIVEN IN THE GROUND BESIDE THE MONUMENT.  IT IS 96 FEET EAST
 HC0816'OF THE CENTER OF THE GRAVEL ROAD, 26 FEET WEST OF A 14-INCH
 HC0816'PINE TREE, 17.5 FEET SOUTH-SOUTHEAST OF A 14-INCH PINE TREE,
 HC0816'AND 17 FEET NORTH OF THE CENTER OF THE WOODS ROAD.  THE
 HC0816'1939 DATA STATES THERE IS AN UNDERGROUND DISK.
 HC0816'
 HC0816'REFERENCE MARK 1, A STANDARD DISK STAMPED---ASHLEY NO 1 1939---,
 HC0816'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 HC0816'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET
 HC0816'EAST OF THE CENTER OF THE GRAVEL ROAD, 28 FEET SOUTH OF A
 HC0816'16-INCH PINE TREE AND 9 FEET WEST OF A 6-INCH PINE TREE.
 HC0816'
 HC0816'REFERENCE MARK 2, A STANDARD DISK STAMPED---ASHLEY NO 2 1939---,
 HC0816'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 HC0816'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 28 FEET
 HC0816'EAST OF THE CENTER OF THE GRAVEL ROAD AND 1.6 FEET WEST OF A
 HC0816'METAL WITNESS POST.
 HC0816'
 HC0816'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1138 ***********************************************************************
 KD1138  DESIGNATION -  ATHA
 KD1138  PID         -  KD1138
 KD1138  STATE/COUNTY-  MO/MACON
 KD1138  USGS QUAD   -  NEW BOSTON (1979)
 KD1138
 KD1138                         *CURRENT SURVEY CONTROL
 KD1138  ___________________________________________________________________
 KD1138* NAD 83(1997)-  39 52 33.70066(N)    092 48 35.68959(W)     ADJUSTED  
 KD1138* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 KD1138  ___________________________________________________________________
 KD1138  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 KD1138  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KD1138
 KD1138  HORZ ORDER  -  SECOND
 KD1138
 KD1138.The horizontal coordinates were established by classical geodetic methods
 KD1138.and adjusted by the National Geodetic Survey in February 2000..
 KD1138
 KD1138.The orthometric height was scaled from a topographic map.
 KD1138
 KD1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1138
 KD1138.The geoid height was determined by GEOID03.
 KD1138
 KD1138;                    North         East     Units Scale Factor Converg.
 KD1138;SPC MO C     -   448,730.281   473,489.214   MT  0.99994198   -0 11 55.3
 KD1138;UTM  15      - 4,414,014.970   516,255.013   MT  0.99960325   +0 07 18.7
 KD1138
 KD1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1138!SPC MO C     -   0.99995937  x   0.99994198  =   0.99990135
 KD1138!UTM  15      -   0.99995937  x   0.99960325  =   0.99956264
 KD1138
 KD1138:                Primary Azimuth Mark                     Grid Az
 KD1138:SPC MO C     -  ELMER                                    065 31 43.3
 KD1138:UTM  15      -  ELMER                                    065 12 29.3
 KD1138
 KD1138|---------------------------------------------------------------------|
 KD1138| PID    Reference Object                     Distance      Geod. Az  |
 KD1138|                                                           dddmmss.s |
 KD1138| KD1110 ELMER                               APPROX.19.7 KM 0651948.0 |
 KD1138| CL8836 ATHA AZ MK                                         2040957.5 |
 KD1138| CL8837 ATHA RM 1                            38.243 METERS 21418     |
 KD1138| CL8838 ATHA RM 2                            29.084 METERS 28547     |
 KD1138|---------------------------------------------------------------------|
 KD1138
 KD1138                          SUPERSEDED SURVEY CONTROL
 KD1138
 KD1138  NAD 83(1997)-  39 52 33.70189(N)    092 48 35.69453(W) AD(       ) 2
 KD1138  NAD 83(1986)-  39 52 33.70327(N)    092 48 35.69707(W) AD(       ) 2
 KD1138  NAD 27      -  39 52 33.60440(N)    092 48 34.98750(W) AD(       ) 2
 KD1138
 KD1138.Superseded values are not recommended for survey control.
 KD1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1138.See file dsdata.txt to determine how the superseded data were derived.
 KD1138
 KD1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE1625514015(NAD 83)
 KD1138_MARKER: DS = TRIANGULATION STATION DISK
 KD1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1138
 KD1138  HISTORY     - Date     Condition        Report By
 KD1138  HISTORY     - 1948     MONUMENTED       CGS
 KD1138  HISTORY     - 1966     GOOD             CGS
 KD1138
 KD1138                          STATION DESCRIPTION
 KD1138
 KD1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1138'LOCATED ABOUT 8-1/2 MILES NORTH AND 4 MILES EAST OF BUCKLIN,
 KD1138'4 MILES WEST AND 1-1/2 MILES SOUTH OF ETHEL, IN THE SOUTHWEST 1/4
 KD1138'OF SEC. 33, T. 59 N., R. 17 W. AND ON LAND OWNED BY MR. EARNEST
 KD1138'ATHA.  IT IS ON THE HIGHEST PART OF A HAYFIELD, ABOUT 200 FEET
 KD1138'SOUTH EAST OF THE ENTRANCE TO THE FIELD AND 75 FEET EAST OF THE
 KD1138'ROAD RIGHT-OF-WAY.  THE MARK IS ABOUT 14 INCHES BELOW THE
 KD1138'SURFACE OF THE GROUND AND THE DISC IS STAMPED ATHA 1948.
 KD1138'
 KD1138'REFERENCE MARK NO. 1 IS 125.47 FEET SOUTHWEST OF THE STATION, 30
 KD1138'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND
 KD1138'ABOUT 10 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE.  THE
 KD1138'MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED ATHA
 KD1138'NO 1 1948.
 KD1138'
 KD1138'REFERENCE MARK NO. 2 IS 95.42 FEET WEST OF THE STATION, ON
 KD1138'THE EDGE OF THE CUT-BANK ABOVE THE ROAD AND ABOUT 2 FEET EAST
 KD1138'OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS ABOUT 8
 KD1138'INCHES AND THE DISC IS STAMPED ATHA NO 2 1948.
 KD1138'
 KD1138'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF THE
 KD1138'STATION, 19 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE
 KD1138'ROAD, NEAR THE RIGHT-OF-WAY FENCE LINE AND ABOUT 100 FEET
 KD1138'NORTHEAST OF A LARGE ASH TREE.  THE MARK PROJECTS ABOUT 6 INCHES
 KD1138'AND THE DISC IS STAMPED ATHA 1948.
 KD1138'
 KD1138'THE STATION WAS REACHED FROM BUCKLIN, THE CENTER OF THE TOWN,
 KD1138'BY GOING NORTHEAST ON STATE HIGHWAY 129 FOR 0.75 MILE, THENCE
 KD1138'LEFT OR NORTH ON HIGHWAY 129 FOR 4.0 MILES TO A CROSSROADS, RIGHT
 KD1138'OR EAST 0.8 MILE TO A SIDE ROAD TO THE LEFT.  TURN LEFT, ON
 KD1138'WINDING DIRT ROAD, NORTH AND EAST FOR 4.2 MILES TO A
 KD1138'T-INTERSECTION OF ROADS.  TURN LEFT AND CONTINUE NORTHERLY ON
 KD1138'MAIN ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 KD1138'DESCRIBED.  CONTINUE NORTHERLY FOR 0.25 MILE TO THE STATION SITE
 KD1138'ON THE RIGHT AS DESCRIBED ABOVE.
 KD1138'
 KD1138'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1138
 KD1138                          STATION RECOVERY (1966)
 KD1138
 KD1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1138'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 KD1138'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 KD1138'RECOVERED AND WAS ASSUMED THE MARK WAS DESTROYED WHEN HIGHWAY WAS
 KD1138'WIDENED.  NO OBJECTS VISIBLE SO A NEW AZIMUTH MARK COULD NOT BE
 KD1138'SET.
 KD1138'
 KD1138'STATION MARK IS 97 FEET EAST-NORTHEAST OF A FENCE, 95 FEET
 KD1138'EAST-NORTH EAST OF A METAL WITNESS POST, AT THE NORTH EDGE OF A
 KD1138'TRACK ROAD WHICH IS IN A CULTIVATED FIELD, AND IS 12 INCHES BELOW
 KD1138'THE SURFACE OF THE GROUND.
 KD1138'
 KD1138'REFERENCE MARK NO. 1 IS 16 FEET EAST OF A FENCE.
 KD1138'
 KD1138'REFERENCE MARK NO. 2 45 FEET SOUTH-SOUTHEAST OF THE CENTER OF A WIRE
 KD1138'GATE, 2 FEET EAST OF A FENCE, AND 1.5 FEET SOUTH OF A METAL WITNESS
 KD1138'POST.
 KD1138'
 KD1138'TO REACH THE STATION FROM THE RAILROAD CROSSING IN BUCKLING, GO
 KD1138'NORTHEAST ON STATE HIGHWAY 129 FOR 0.85 MILE.  BEAR LEFT AND GO
 KD1138'NORTH ON STATE HIGHWAY 129 FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT
 KD1138'AND GO EAST ON A GRAVELED ROAD FOR 0.8 MILE TO A SIDE ROAD LEFT.
 KD1138'TURN LEFT AND FOLLOW A WINGING GRAVELED ROAD NORTH AND EAST FOR
 KD1138'4.35 MILES TO A T-INTERSECTION.  TURN LEFT AND GO NORTHERLY ON
 KD1138'COUNTY ROAD VV FOR 1.1 MILES TO TOP OF HILL AND STATION ABOUT 250
 KD1138'FEET EAST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1041 ***********************************************************************
 KD1041  DESIGNATION -  ATLANTA
 KD1041  PID         -  KD1041
 KD1041  STATE/COUNTY-  MO/MACON
 KD1041  USGS QUAD   -  ATLANTA (1979)
 KD1041
 KD1041                         *CURRENT SURVEY CONTROL
 KD1041  ___________________________________________________________________
 KD1041* NAD 83(1997)-  39 53 22.07061(N)    092 28 44.97659(W)     ADJUSTED  
 KD1041* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 KD1041  ___________________________________________________________________
 KD1041  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 KD1041  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KD1041
 KD1041  HORZ ORDER  -  SECOND
 KD1041
 KD1041.The horizontal coordinates were established by classical geodetic methods
 KD1041.and adjusted by the National Geodetic Survey in February 2000..
 KD1041
 KD1041.The orthometric height was scaled from a topographic map.
 KD1041
 KD1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1041
 KD1041.The geoid height was determined by GEOID03.
 KD1041
 KD1041;                    North         East     Units Scale Factor Converg.
 KD1041;SPC MO C     -   450,176.263   501,782.341   MT  0.99993337   +0 00 48.1
 KD1041;UTM  15      - 4,415,618.730   544,530.445   MT  0.99962441   +0 20 02.5
 KD1041
 KD1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1041!SPC MO C     -   0.99996158  x   0.99993337  =   0.99989495
 KD1041!UTM  15      -   0.99996158  x   0.99962441  =   0.99958600
 KD1041
 KD1041:                Primary Azimuth Mark                     Grid Az
 KD1041:SPC MO C     -  ATLANTA AZ MK                            150 19 57.9
 KD1041:UTM  15      -  ATLANTA AZ MK                            150 00 43.5
 KD1041
 KD1041|---------------------------------------------------------------------|
 KD1041| PID    Reference Object                     Distance      Geod. Az  |
 KD1041|                                                           dddmmss.s |
 KD1041| CL8844 ATLANTA AZ MK                                      1502046.0 |
 KD1041| CL8845 ATLANTA RM 1                         33.750 METERS 15524     |
 KD1041| CL8847 ATLANTA RM 3                         15.713 METERS 25243     |
 KD1041| CL8846 ATLANTA RM 2                         42.297 METERS 31128     |
 KD1041|---------------------------------------------------------------------|
 KD1041
 KD1041                          SUPERSEDED SURVEY CONTROL
 KD1041
 KD1041  NAD 83(1997)-  39 53 22.07255(N)    092 28 44.98306(W) AD(       ) 2
 KD1041  NAD 83(1986)-  39 53 22.07520(N)    092 28 44.98562(W) AD(       ) 2
 KD1041  NAD 27      -  39 53 21.94520(N)    092 28 44.31220(W) AD(       ) 2
 KD1041
 KD1041.Superseded values are not recommended for survey control.
 KD1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1041.See file dsdata.txt to determine how the superseded data were derived.
 KD1041
 KD1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE4453015619(NAD 83)
 KD1041_MARKER: DS = TRIANGULATION STATION DISK
 KD1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1041
 KD1041  HISTORY     - Date     Condition        Report By
 KD1041  HISTORY     - 1949     MONUMENTED       CGS
 KD1041  HISTORY     - 1957     POOR             CGS
 KD1041  HISTORY     - 1966     GOOD             CGS
 KD1041  HISTORY     - 1973     GOOD             MSHD
 KD1041
 KD1041                          STATION DESCRIPTION
 KD1041
 KD1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1041'THE STATION IS LOCATED ABOUT 0.65 MILE SOUTH OF ATLANTA, ON A
 KD1041'NARROW STRIP OF LAND BETWEEN US HIGHWAY 63 AND THE RAILROAD.  IT
 KD1041'IS 82 FEET WEST OF THE RAILROAD, 46 FEET WEST OF THE CENTERLINE
 KD1041'OF THE HIGHWAY AND 34.5 FEET SOUTH OF THE DRIVEWAY.  THE MARK
 KD1041'PROJECTS 4 INCHES AND THE DISK IS STAMPED ATLANTA 1948.
 KD1041'
 KD1041'REFERENCE MARK NO.1 IS SOUTH-SOUTHEAST OF THE STATION, 36 FEET
 KD1041'WEST OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET NORTHEAST OF
 KD1041'A SIGN BOARD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 KD1041'STAMPED ATLANTA NO 1 1948.
 KD1041'
 KD1041'REFERENCE MARK NO.2 IS NORTHWEST OF THE STATION, 35.5 FEET EAST
 KD1041'OF THE RAILROAD AND 4.5 FEET EAST OF A POWERLINE POLE.  THE MARK
 KD1041'PROJECTS 6 INCHES AND THE DISK IS STAMPED ATLANTA NO 2 1948.
 KD1041'
 KD1041'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 28 FEET EAST
 KD1041'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH-NORTHWEST OF A
 KD1041'POWERLINE POLE AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS
 KD1041'4 INCHES AND THE DISK IS STAMPED ATLANTA 1948.
 KD1041'
 KD1041'TO REACH FROM THE MAIN INTERSECTION, IN ATLANTA, GO EAST 0.15
 KD1041'MILE, TURN RIGHT (SOUTH) ON US HIGHWAY 63 FOR 0.65 MILE
 KD1041'TO THE STATION ON THE RIGHT AT A DRIVEWAY LEADING TO MR. WILLIAMS
 KD1041'HOUSE.
 KD1041'
 KD1041'BENCH MARK Q 121 IS SOUTH-SOUTHEAST OF THE STATION, ALONG THE
 KD1041'WEST RIGHT-OF-WAY OF RAILROAD, 71 FEET SOUTH-SOUTHWEST OF MILE
 KD1041'POST DM 159 AND STL 181, 44 FEET WEST OF THE WEST RAIL OF
 KD1041'RAILROAD TRACK AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS
 KD1041'8 INCHES AND THE DISK IS STAMPED Q 121 1935.
 KD1041'
 KD1041'TO REACH FROM THE STATION, GO SOUTHERLY ON HIGHWAY 63 0.8 MILE
 KD1041'TO THE BENCH MARK ON THE RIGHT A CROSS RAILROAD.
 KD1041'
 KD1041'NOTE- BENCH MARK IS NOT VISIBLE FROM THE GROUND.
 KD1041'
 KD1041'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1041
 KD1041                          STATION RECOVERY (1957)
 KD1041
 KD1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD1041'THE STATION MARK, REFERENCE MARK 1, AND THE AZIMUTH MARK WERE
 KD1041'RECOVERED AS DESCRIBED IN THE 1949 DESCRIPTION.  REFERENCE
 KD1041'MARK 2 HAS BEEN DESTROYED AND THE DISK WAS REMOVED FROM THE
 KD1041'BROKEN CONCRETE POST BY THIS PARTY.  THE OLD DESCRIPTION IS
 KD1041'ADEQUATE FOR RECOVERY.
 KD1041
 KD1041                          STATION RECOVERY (1966)
 KD1041
 KD1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1041'STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 KD1041'RECOVERED AS DESCRIBED IN 1949 AND WERE FOUND IN GOOD CONDITION.
 KD1041'BENCH MARK Q 121 1935 WAS RECOVERED AS DESCRIBED AND FOUND IN
 KD1041'GOOD CONDITION.  THE MARK WAS NOT VISIBLE FROM THE STATION.
 KD1041'
 KD1041'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 KD1041'
 KD1041'THE TO REACH THE STATION WAS ADEQUATE BUT NOW IT IS ALONG OLD
 KD1041'U.S. HIGHWAY 63, NEW U.S. HIGHWAY 63 IS ABOUT 1/2 MILE EAST.
 KD1041'
 KD1041'REFERENCE MARK NO. 3 WAS SET.
 KD1041'
 KD1041'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK NO. 3.
 KD1041'
 KD1041'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ATLANTA 1949
 KD1041'NO. 3 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KD1041'PROJECT 3 INCHES.  IT IS 47 FEET SOUTH OF THE CENTER OF A
 KD1041'DRIVEWAY, 31 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK,
 KD1041'AND 1 FOOT SOUTH OF A TELEGRAPH POLE.
 KD1041'
 KD1041'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 KD1041'
 KD1041'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 KD1041'
 KD1041'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.65 MILE SOUTH
 KD1041'OF ATLANTA
 KD1041
 KD1041                          STATION RECOVERY (1973)
 KD1041
 KD1041'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (NP)
 KD1041'STATION MARK ATLANTA RECOVERED GOOD.
 KD1041'
 KD1041'AZIMUTH MARK RECOVERED GOOD.
 KD1041'
 KD1041'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.65 MILE SOUTH OF
 KD1041'ATLANTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0953 ***********************************************************************
 HE0953  DESIGNATION -  ATLAS POWDER CO STACK
 HE0953  PID         -  HE0953
 HE0953  STATE/COUNTY-  MO/JASPER
 HE0953  USGS QUAD   -  JOPLIN EAST (1978)
 HE0953
 HE0953                         *CURRENT SURVEY CONTROL
 HE0953  ___________________________________________________________________
 HE0953* NAD 83(1997)-  37 05 39.25341(N)    094 22 50.47452(W)     ADJUSTED  
 HE0953* NAVD 88     -                                                        
 HE0953  ___________________________________________________________________
 HE0953  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HE0953  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HE0953
 HE0953  HORZ ORDER  -  THIRD
 HE0953
 HE0953.The horizontal coordinates were established by classical geodetic methods
 HE0953.and adjusted by the National Geodetic Survey in February 2000..
 HE0953
 HE0953
 HE0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0953
 HE0953.The geoid height was determined by GEOID03.
 HE0953
 HE0953;                    North         East     Units Scale Factor Converg.
 HE0953;SPC MO W     -   102,933.776   860,606.474   MT  0.99994256   +0 04 19.1
 HE0953;UTM  15      - 4,106,218.228   377,300.375   MT  0.99978546   -0 49 58.2
 HE0953
 HE0953                          SUPERSEDED SURVEY CONTROL
 HE0953
 HE0953  NAD 83(1997)-  37 05 39.25346(N)    094 22 50.47453(W) AD(       ) 4
 HE0953  NAD 83(1997)-  37 05 39.26054(N)    094 22 50.47706(W) AD(       ) 4
 HE0953  NAD 83(1986)-  37 05 39.26812(N)    094 22 50.47117(W) AD(       ) 4
 HE0953  NAD 27      -  37 05 39.05000(N)    094 22 49.66500(W) AD(       ) 3
 HE0953
 HE0953.Superseded values are not recommended for survey control.
 HE0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0953.See file dsdata.txt to determine how the superseded data were derived.
 HE0953
 HE0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7730006218(NAD 83)
 HE0953_MARKER: 63 = STACK
 HE0953
 HE0953  HISTORY     - Date     Condition        Report By
 HE0953  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE0953
 HE0953                          STATION DESCRIPTION
 HE0953
 HE0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0953'THIS INTERSECTION STATION IS THE CENTER OF THE STACK AT THE POWER
 HE0953'PLANT OF THE EXPLOSIVES FACTORY OF THE ATLAS POWDER COMPANY.
 HE0953'IT IS A ROUND CONCRETE STACK WITH SLIGHT CORBEL AT THE TOP.
 HE0953'IT IS ABOUT 250 FEET HIGH AND IS VERY PROMINENT.  IT DOES NOT
 HE0953'APPEAR TO BE VERY HIGH AS IT IS IN THE BOTTOM OF A VALLEY.
 HE0953'IT WAS ERECTED ABOUT 1928.
 HE0953'
 HE0953'THE STACK IS ABOUT 6 MILES SE OF WEBB CITY, ABOUT 8 MILES
 HE0953'E OF JOPLIN, AND ABOUT 7 MILES SSW OF CARTHAGE, IN THE NW
 HE0953'1/4 OF SEC. 1, T 27 N, R 32 W, ABOUT 0.8 MILE N OF STATE
 HE0953'HIGHWAY 38, NEAR THE E EDGE OF THE PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1723 ***********************************************************************
 JC1723  DESIGNATION -  ATT MICROWAVE TOWER KAI 81
 JC1723  PID         -  JC1723
 JC1723  STATE/COUNTY-  MO/FRANKLIN
 JC1723  USGS QUAD   -  LABADIE (1980)
 JC1723
 JC1723                         *CURRENT SURVEY CONTROL
 JC1723  ___________________________________________________________________
 JC1723* NAD 83(1997)-  38 32 21.61476(N)    090 45 02.24372(W)     ADJUSTED  
 JC1723* NAVD 88     -                                                        
 JC1723  ___________________________________________________________________
 JC1723  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 JC1723  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JC1723
 JC1723  HORZ ORDER  -  THIRD
 JC1723
 JC1723.The horizontal coordinates were established by classical geodetic methods
 JC1723.and adjusted by the National Geodetic Survey in February 2000..
 JC1723
 JC1723
 JC1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1723
 JC1723.The geoid height was determined by GEOID03.
 JC1723
 JC1723;                    North         East     Units Scale Factor Converg.
 JC1723;SPC MO E     -   300,325.322   228,150.777   MT  0.99993921   -0 09 22.1
 JC1723;UTM  15      - 4,268,056.752   696,045.524   MT  1.00007333   +1 24 06.9
 JC1723
 JC1723                          SUPERSEDED SURVEY CONTROL
 JC1723
 JC1723  NAD 83(1997)-  38 32 21.61774(N)    090 45 02.24319(W) AD(       ) 4
 JC1723  NAD 83(1986)-  38 32 21.63566(N)    090 45 02.23848(W) AD(       ) 4
 JC1723  NAD 27      -  38 32 21.44600(N)    090 45 01.75400(W) AD(       ) 3
 JC1723
 JC1723.Superseded values are not recommended for survey control.
 JC1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1723.See file dsdata.txt to determine how the superseded data were derived.
 JC1723
 JC1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9604668057(NAD 83)
 JC1723_MARKER: 45 = MICROWAVE TOWER
 JC1723
 JC1723  HISTORY     - Date     Condition        Report By
 JC1723  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1723
 JC1723                          STATION DESCRIPTION
 JC1723
 JC1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1723'THE STATION IS LOCATED ABOUT 4-1/2 MILES AIRLINE NORTH OF
 JC1723'PACIFIC, 1/4 MILE NORTH OF STATE ROUTE 100, AND 150 FEET SOUTH
 JC1723'OF A GRAVELED ROAD.
 JC1723'
 JC1723'THE TOWER IS A LARGE STEEL CONSTRUCTED TOWER 285 FEET HIGH
 JC1723'WITH FOUR WAVE SCREENS ON TOP.  THE TOWER IS PAINTED ORANGE
 JC1723'AND SILVER AND HAS A RED LIGHT ON TOP.  THE CENTER OF THE TOP OF
 JC1723'TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1189 ***********************************************************************
 HD1189  DESIGNATION -  AUGLAIZE
 HD1189  PID         -  HD1189
 HD1189  STATE/COUNTY-  MO/CAMDEN
 HD1189  USGS QUAD   -  DECATURVILLE (1975)
 HD1189
 HD1189                         *CURRENT SURVEY CONTROL
 HD1189  ___________________________________________________________________
 HD1189* NAD 83(1997)-  37 54 42.11853(N)    092 38 10.68407(W)     ADJUSTED  
 HD1189* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 HD1189  ___________________________________________________________________
 HD1189  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 HD1189  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HD1189
 HD1189  HORZ ORDER  -  FIRST
 HD1189
 HD1189.The horizontal coordinates were established by classical geodetic methods
 HD1189.and adjusted by the National Geodetic Survey in February 2000..
 HD1189
 HD1189.The orthometric height was scaled from a topographic map.
 HD1189
 HD1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1189
 HD1189.The geoid height was determined by GEOID03.
 HD1189
 HD1189;                    North         East     Units Scale Factor Converg.
 HD1189;SPC MO C     -   230,640.681   488,014.792   MT  0.99993510   -0 05 01.5
 HD1189;UTM  15      - 4,196,080.327   531,970.092   MT  0.99961259   +0 13 24.5
 HD1189
 HD1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1189!SPC MO C     -   0.99994791  x   0.99993510  =   0.99988301
 HD1189!UTM  15      -   0.99994791  x   0.99961259  =   0.99956052
 HD1189
 HD1189|---------------------------------------------------------------------|
 HD1189| PID    Reference Object                     Distance      Geod. Az  |
 HD1189|                                                           dddmmss.s |
 HD1189| CM3809 AUGLAIZE RM 1                        25.103 METERS 17521     |
 HD1189| CM3810 AUGLAIZE RM 2                        28.568 METERS 26506     |
 HD1189| CN5590 AUGLAIZE AZ MK                                     3253608.5 |
 HD1189|---------------------------------------------------------------------|
 HD1189
 HD1189                          SUPERSEDED SURVEY CONTROL
 HD1189
 HD1189  NAD 83(1986)-  37 54 42.12999(N)    092 38 10.68431(W) AD(       ) 1
 HD1189  NAD 27      -  37 54 41.99700(N)    092 38 10.03700(W) AD(       ) 1
 HD1189
 HD1189.Superseded values are not recommended for survey control.
 HD1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1189.See file dsdata.txt to determine how the superseded data were derived.
 HD1189
 HD1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB3197096080(NAD 83)
 HD1189_MARKER: DS = TRIANGULATION STATION DISK
 HD1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1189
 HD1189  HISTORY     - Date     Condition        Report By
 HD1189  HISTORY     - 1947     MONUMENTED       CGS
 HD1189
 HD1189                          STATION DESCRIPTION
 HD1189
 HD1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1189'THE STATION IS LOCATED ABOUT 13-1/2 MILES WEST-NORTHWEST
 HD1189'OF RICHLAND, ABOUT 9-1/2 MILES SOUTHEAST OF CAMDENTON, ABOUT
 HD1189'5 MILES SOUTHWEST OF THE VILLAGE OF MONTREAL, JUST WEST OF
 HD1189'AN ABANDONED STORE.  IT IS 44 FEET SOUTH OF THE CENTERLINE
 HD1189'OF A GRAVELED ROAD, 35 FEET NORTHWEST OF A 2 FOOT OAK TREE,
 HD1189'27 FEET SOUTH OF A FENCE, AND 6 FEET EAST OF A WITNESS POST.
 HD1189'THE DISK IS STAMPED AUGLAIZE 1947 AND PROJECTS 6 INCHES.
 HD1189'
 HD1189'REFERENCE MARK NO. 1 IS 82.37 FEET SOUTH OF THE STATION, AND
 HD1189'12 FEET WEST OF AN 18 INCH OAK TREE.  THE DISK IS STAMPED
 HD1189'AUGLAIZE NO 1 1947 AND PROJECTS 8 INCHES.
 HD1189'
 HD1189'REFERENCE MARK NO. 2 IS 93.73 FEET WEST OF THE STATION.  THE
 HD1189'DISK IS STAMPED AUGLAIZE NO 2 1947 AND PROJECTS 4 INCHES.
 HD1189'
 HD1189'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF THE
 HD1189'STATION, 17 FEET EAST OF THE CENTERLINE OF A GRAVELLED ROAD,
 HD1189'1.8 FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 HD1189'THE DISK IS STAMPED AUGLAIZE 1947 AND PROJECTS 6 INCHES.
 HD1189'
 HD1189'TO REACH THE STATION FROM THE PULASKI COUNTY BANK IN RICHLAND,
 HD1189'GO WESTERLY ALONG THE NORTH SIDE OF THE RAILROAD TRACKS FOR
 HD1189'0.75 MILE TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE
 HD1189'MAIN TRAVELLED ROAD FOR 7.5 MILES TO THE TOP OF A HILL AND
 HD1189'STATION MILL ON THE RIGHT.  CONTINUE FOR 0.05 MILE TO A T ROAD.
 HD1189'TURN LEFT AND 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 HD1189'GO 2.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO 1.45 MILES
 HD1189'TO A T ROAD.  TURN LEFT AND FOLLOW THE MAIN TRAVELLED ROAD FOR
 HD1189'2.15 MILES TO A T ROAD.  TURN RIGHT AND GO 1.7 MILES TO THE
 HD1189'TOP OF THE HILL, THE ABANDONED STORE ON THE LEFT, AND THE
 HD1189'STATION AS DESCRIBED.
 HD1189'
 HD1189'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 HD1189'ON THE GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT AS
 HD1189'DESCRIBED.
 HD1189'
 HD1189'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2755 ***********************************************************************
 JD2755  DESIGNATION -  AULLVILLE ATT MICROWAVE
 JD2755  PID         -  JD2755
 JD2755  STATE/COUNTY-  MO/LAFAYETTE
 JD2755  USGS QUAD   -  KNOB NOSTER NW (1981)
 JD2755
 JD2755                         *CURRENT SURVEY CONTROL
 JD2755  ___________________________________________________________________
 JD2755* NAD 83(1997)-  38 59 29.61642(N)    093 40 59.96120(W)     ADJUSTED  
 JD2755* NAVD 88     -                                                        
 JD2755  ___________________________________________________________________
 JD2755  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 JD2755  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD2755
 JD2755  HORZ ORDER  -  THIRD
 JD2755
 JD2755.The horizontal coordinates were established by classical geodetic methods
 JD2755.and adjusted by the National Geodetic Survey in February 2000..
 JD2755
 JD2755
 JD2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2755
 JD2755.The geoid height was determined by GEOID03.
 JD2755
 JD2755;                    North         East     Units Scale Factor Converg.
 JD2755;SPC MO W     -   313,829.766   920,750.577   MT  1.00000279   +0 30 50.0
 JD2755;UTM  15      - 4,316,062.042   440,822.578   MT  0.99964312   -0 25 47.9
 JD2755
 JD2755                          SUPERSEDED SURVEY CONTROL
 JD2755
 JD2755  NAD 83(1997)-  38 59 29.61773(N)    093 40 59.96237(W) AD(       ) 4
 JD2755  NAD 83(1986)-  38 59 29.62371(N)    093 40 59.96108(W) AD(       ) 4
 JD2755  NAD 27      -  38 59 29.59052(N)    093 40 59.21260(W) AD(       ) 3
 JD2755
 JD2755.Superseded values are not recommended for survey control.
 JD2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2755.See file dsdata.txt to determine how the superseded data were derived.
 JD2755
 JD2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4082316062(NAD 83)
 JD2755_MARKER: 45 = MICROWAVE TOWER
 JD2755
 JD2755  HISTORY     - Date     Condition        Report By
 JD2755  HISTORY     - 1962     FIRST OBSERVED   CGS
 JD2755  HISTORY     - 20050429 GOOD             GEOCAC
 JD2755
 JD2755                          STATION DESCRIPTION
 JD2755
 JD2755'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 JD2755'THE STATION IS THE RED LIGHT ATOP THE TOWER, LOCATED ABOUT 6
 JD2755'MILES WEST OF CONCORDIA, 1.5 MILES SOUTH OF AULLVILLE AND ON
 JD2755'THE SOUTH SIDE OF U.S. HIGHWAY 40, AT THE SOUTHEAST CORNER
 JD2755'OF THE AULLVILLE, A.T. AND T. RELAY STATION BUILDING.
 JD2755'
 JD2755'IT IS A FOUR LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE WITH
 JD2755'LARGE REFLECTORS AT THE TOP OF THE TOWER AND HAS AN OVERALL HEIGHT
 JD2755'OF 232.5 FEET.
 JD2755
 JD2755                          STATION RECOVERY (2005)
 JD2755
 JD2755'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD2755'THE STATION IS THE RED LIGHT ATOP THE TOWER, LOCATED ABOUT 6 MILES
 JD2755'WEST OF CONCORDIA, 1.5 MILES SOUTH OF AULLVILLE AND ON THE SOUTH SIDE
 JD2755'OF OLD U.S. HIGHWAY 40, AT THE SOUTHEAST CORNER OF THE FORMER
 JD2755'AULLVILLE A.T. AND T. RELAY STATION BUILDING. IT IS A FOUR LEGGED
 JD2755'STEEL STRUCTURE, PAINTED RED AND WHITE AND HAS AN OVERALL HEIGHT OF
 JD2755'232.5 FEET.
 JD2755' 
 JD2755'THE LARGE REFLECTORS AT THE TOP OF THE TOWER HAVE BEEN REMOVED.
 JD2755' 
 JD2755'THE FCC TOWER REGISTRATION NUMBER IS 1005480 AND THE CURRENT OWNER IS
 JD2755'THE STATE OF MISSOURI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2367 ***********************************************************************
 AJ2367  DESIGNATION -  AULLVILLE AZ MK
 AJ2367  PID         -  AJ2367
 AJ2367  STATE/COUNTY-  MO/LAFAYETTE
 AJ2367  USGS QUAD   -  KNOB NOSTER NW (1981)
 AJ2367
 AJ2367                         *CURRENT SURVEY CONTROL
 AJ2367  ___________________________________________________________________
 AJ2367* NAD 83(1997)-  38 57 43.47239(N)    093 38 59.20696(W)     ADJUSTED  
 AJ2367* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 AJ2367  ___________________________________________________________________
 AJ2367  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AJ2367  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AJ2367
 AJ2367  HORZ ORDER  -  THIRD
 AJ2367
 AJ2367.The horizontal coordinates were established by classical geodetic methods
 AJ2367.and adjusted by the National Geodetic Survey in November 2001..
 AJ2367
 AJ2367.The orthometric height was scaled from a topographic map.
 AJ2367
 AJ2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2367
 AJ2367.The geoid height was determined by GEOID03.
 AJ2367
 AJ2367;                    North         East     Units Scale Factor Converg.
 AJ2367;SPC MO W     -   310,583.264   923,687.065   MT  1.00000801   +0 32 04.7
 AJ2367;UTM  15      - 4,312,768.825   443,704.156   MT  0.99963902   -0 24 30.9
 AJ2367
 AJ2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2367!SPC MO W     -   0.99996493  x   1.00000801  =   0.99997294
 AJ2367!UTM  15      -   0.99996493  x   0.99963902  =   0.99960397
 AJ2367
 AJ2367                          SUPERSEDED SURVEY CONTROL
 AJ2367
 AJ2367.No superseded survey control is available for this station.
 AJ2367
 AJ2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4370412769(NAD 83)
 AJ2367_MARKER: DZ = AZIMUTH MARK DISK
 AJ2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2367_STAMPING: AULLVILLE 1949
 AJ2367_MARK LOGO: NGS   
 AJ2367_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2367+STABILITY: SURFACE MOTION
 AJ2367
 AJ2367  HISTORY     - Date     Condition        Report By
 AJ2367  HISTORY     - 1949     MONUMENTED       CGS
 AJ2367  HISTORY     - 19820226 GOOD             NGS
 AJ2367
 AJ2367                          STATION DESCRIPTION
 AJ2367
 AJ2367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AJ2367'STATION IS LOCATED ABOUT 7.4 KM (4.60 MI) SW OF CONCORIA, 7.4 KM (4.60
 AJ2367'MI) SE OF AULLVILLE AND ON THE ROAD RIGHT-OF-WAY.  TO REACH FROM
 AJ2367'INTERSTATE HWY 70 AND STATE HWY 23, AT CONCORDIA GO S ON HWY 23 FOR
 AJ2367'0.16 KM (0.10 MI) TO S OUTER ROAD.  TURN RIGHT AND GO W ON THE OUTER
 AJ2367'ROAD FOR 5.79 KM (3.60 MI) TO ROAD KK.  TURN LEFT AND GO S FOR 2.17 KM
 AJ2367'(1.35 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO W FOR 1.45 KM (0.90 MI)
 AJ2367'TO A CURVE.  CONTINUE S FOR 0.9 KM (0.55 MI) TO THE MARK AT A CURVE.
 AJ2367'IT IS A STANDARD CGS DISK, STAMPED---AULLVILLE 1949---SET IN THE TOP
 AJ2367'OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 9.30 METERS
 AJ2367'(30.51 FT) SW OF A POWERLINE POLE, 8.5 METERS (27.9 FT) SE OF THE
 AJ2367'CENTERLINE OF THE CURVE, 2.28 METERS (7.48 FT) N OF A FENCE AND 0.37
 AJ2367'METERS (1.21 FT) E OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ6368 ***********************************************************************
 AJ6368  DESIGNATION -  AULLVILLE RESET
 AJ6368  PID         -  AJ6368
 AJ6368  STATE/COUNTY-  MO/LAFAYETTE
 AJ6368  USGS QUAD   -  KNOB NOSTER NW (1981)
 AJ6368
 AJ6368                         *CURRENT SURVEY CONTROL
 AJ6368  ___________________________________________________________________
 AJ6368* NAD 83(1997)-  38 57 57.95890(N)    093 38 58.49483(W)     ADJUSTED  
 AJ6368* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 AJ6368  ___________________________________________________________________
 AJ6368  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AJ6368  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AJ6368
 AJ6368  HORZ ORDER  -  THIRD
 AJ6368
 AJ6368.The horizontal coordinates were established by classical geodetic methods
 AJ6368.and adjusted by the National Geodetic Survey in February 2000..
 AJ6368
 AJ6368.The orthometric height was scaled from a topographic map.
 AJ6368
 AJ6368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6368
 AJ6368.The geoid height was determined by GEOID03.
 AJ6368
 AJ6368;                    North         East     Units Scale Factor Converg.
 AJ6368;SPC MO W     -   311,030.135   923,700.039   MT  1.00000804   +0 32 05.3
 AJ6368;UTM  15      - 4,313,215.257   443,724.479   MT  0.99963900   -0 24 30.6
 AJ6368
 AJ6368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6368!SPC MO W     -   0.99996461  x   1.00000804  =   0.99997265
 AJ6368!UTM  15      -   0.99996461  x   0.99963900  =   0.99960362
 AJ6368
 AJ6368|---------------------------------------------------------------------|
 AJ6368| PID    Reference Object                     Distance      Geod. Az  |
 AJ6368|                                                           dddmmss.s |
 AJ6368| AJ6367 AULLVILLE RM 1                        9.875 METERS 00512     |
 AJ6368| JD2756 AULLVILLE RM 3                       12.376 METERS 07539     |
 AJ6368| AJ2367 AULLVILLE AZ MK                     447.056 METERS 1821152.4 |
 AJ6368| AJ6369 AULLVILLE RM 5                       13.593 METERS 22812     |
 AJ6368| AJ2368 AULLVILLE RM 4                       10.149 METERS 28343     |
 AJ6368| CM3811 AULLVILLE RM 2                       10.418 METERS 28753     |
 AJ6368| JD2755 AULLVILLE ATT MICROWAVE             APPROX. 4.1 KM 3140231.5 |
 AJ6368| KD1245 HIGGINSVILLE E MUNICIPAL TANK       APPROX.13.1 KM 3343722.8 |
 AJ6368|---------------------------------------------------------------------|
 AJ6368
 AJ6368                          SUPERSEDED SURVEY CONTROL
 AJ6368
 AJ6368  NAD 83(1997)-  38 57 57.95890(N)    093 38 58.49483(W) AD(       ) 3
 AJ6368  NAD 83(1997)-  38 57 57.96051(N)    093 38 58.49592(W) AD(       ) 3
 AJ6368  NAD 83(1986)-  38 57 57.96601(N)    093 38 58.49442(W) AD(       ) 3
 AJ6368
 AJ6368.Superseded values are not recommended for survey control.
 AJ6368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6368.See file dsdata.txt to determine how the superseded data were derived.
 AJ6368
 AJ6368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4372413215(NAD 83)
 AJ6368_MARKER: DS = TRIANGULATION STATION DISK
 AJ6368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6368_STAMPING: AULLVILLE 1949 1982
 AJ6368_MARK LOGO: NGS   
 AJ6368_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6368+STABILITY: SURFACE MOTION
 AJ6368
 AJ6368  HISTORY     - Date     Condition        Report By
 AJ6368  HISTORY     - 1982     MONUMENTED       NGS
 AJ6368
 AJ6368                          STATION DESCRIPTION
 AJ6368
 AJ6368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (JAO)
 AJ6368'AULLVILLE RM 3, RMA 1, 4, AND THE AZ MK WERE RECOVERED IN GOOD
 AJ6368'CONDITION.  RM 2 WAS FOUND, BUT WAS BADLY DISTURBED.  THE STATION
 AJ6368'SURFACE MARK WAS FOUND DISTURBED.  THE STATION MARKS NEEDED TO BE
 AJ6368'LOWERED DUE TO GRADING OF THE ROAD BANK AND RM 1 WOULD BE DESTROYED.
 AJ6368'THE SURFACE STATION MARK WAS REMOVED AND A BLOCK OF CONCRETE WAS FOUND
 AJ6368'THAT CONTAINED NO DISK FOR THE UNDERGROUND MARK.  THE ORIGINAL STATION
 AJ6368'LOCATION WAS DETERMINED FROM THE MEASUREMENTS FROM AULLVILLE RM 3, RM
 AJ6368'1 AND RM 4.  A NEW UNDERGROUND MARK AND A NEW SURFACE MARK WERE THEN
 AJ6368'ESTABLISHED.  THE NEW SURFACE MARK IS 0.81 METER (2.66 FT) LOWER THAN
 AJ6368'THE ORIGINAL MARK.  RM 5 WAS ESTABLISHED TO REPLACE RM 1. RM 1 WAS
 AJ6368'DESTROYED AFTER OBSERVATIONS AT THE NEW SURFACE MARK WAS COMPLETED.
 AJ6368'RM 2 WAS NOT OBSERVED UPON AND IS NOW DESTROYED. SATISFACTORY CHECK
 AJ6368'ANGLES WERE OBTAINED TO THE RMS AND DISTANT OBJECTS.  A COMPLETE, NEW,
 AJ6368'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 6.8 KM (4.20 MI) SW
 AJ6368'OF CONCORDIA, 6.8 KM (4.20 MI) SE OF AULLVILLE, 2.4 KM (1.50 MI) S OF
 AJ6368'INTERSTATE HWY 70, ON THE E RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD AND
 AJ6368'ADJACENT TO LAND LEASED BY MARVIN LANGE, IN THE SE 114, SEC 10, R 25
 AJ6368'W, T 48 N.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HWY
 AJ6368'70 AND STATE HWY 23, AT CONCORDIA, GO S ON HWY 23 FOR 0.16 KM (0.10
 AJ6368'MI) TO THE S OUTER ROAD OF THE INTERSTATE HWY ON THE RIGHT.  TURN
 AJ6368'RIGHT AND GO W, ON S OUTER ROAD, FOR 5.79 KM (3.60 MI) TO STATE ROAD
 AJ6368'KK.  TURN LEFT AND GO S ON ROAD KK FOR 2.17 KM (1.35 MI) TO A SIDE
 AJ6368'ROAD RIGHT.  TURN RIGHT AND GO W ON A GRAVELED ROAD FOR 1.45 KM (0.90
 AJ6368'MI) TO A CURVE S.  CONTINUE S FOR 0.40 KM (0.25 MI) TO THE STATION ON
 AJ6368'THE LEFT, AT A DRIVEWAY. THE STATION IS A STANDARD, NGS, DISK STAMPED,
 AJ6368'AULLVILLE 1949 1982, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 AJ6368'INCHES, 30 CM, IN DIAMETER, RECESSED, 4 INCHES, 10 CM, BELOW THE
 AJ6368'GROUND.  THE STATION IS LOCATED 5.3 METERS (17.4 FT) E FROM THE
 AJ6368'CENTERLINE OF THE ROAD, 4.88 METERS (16.01 FT) NNW FROM A POWERLINE
 AJ6368'POLE, 9.1 METERS (29.9 FT) N FROM THE CENTERLINE OF A DRIVEWAY, 0.30
 AJ6368'METERS (0.98 FT) N FROM A WITNESS POST.  RM NO 3, IS A STANDARD, CGS,
 AJ6368'DISK STAMPED,AULLVILLE NO 3 1949, SET INTO THE TOP OF A SQUARE
 AJ6368'CONCRETE MONUMENT, 12 INCHES, 30 CM, IN DIAMETER, RECESSED, 14 INCHES,
 AJ6368'36 CM, BELOW THE GROUND.  THE STATION IS LOCATED 16.1 METERS (52.8 FT)
 AJ6368'E FROM THE CENTERLINE OF THE ROAD, 13.26 METERS (43.50 FT) NE FROM THE
 AJ6368'POWERLINE POLE, 12.5 METERS (41.0 FT) N FROM THE CENTERLINE OF THE
 AJ6368'DRIVEWAY, AND 0.8 METERS (2.6 FT) HIGHER THAN THE STATION.  RM NO 4,
 AJ6368'IS A STANDARD, CGS, DISK STAMPED, AULLVILLE NO 4 1949, SET INTO THE
 AJ6368'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM, IN DIAMETER,
 AJ6368'RECESSED, 12 INCHES, 30 CM, BELOW THE GROUND.  THE STATION IS LOCATED
 AJ6368'12.50 METERS (41.01 FT) N FROM THE N POST OF A GATE, 4.6 METERS (15.1
 AJ6368'FT) W FROM THE CENTERLINE OF THE ROAD, 0.46 METERS (1.51 FT) N FROM A
 AJ6368'WITNESS POST, 0.30 METERS (0.98 FT) E FROM A FENCE.  RM NO 5, IS A
 AJ6368'STANDARD, NGS, DISK STAMPED, AULLVILLE 1949 NO 5 1982, SET INTO THE
 AJ6368'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM, IN DIAMETER,
 AJ6368'PROJECTING 4 INCHES, 10 CM , ABOVE THE GROUND.  THE STATION IS LOCATED
 AJ6368'13.41 METERS (44.00 FT) SW FROM A WITNESS POST, 10.97 METERS (35.99
 AJ6368'FT) S FROM A WITNESS POST, 5.2 METERS (17.1 FT) W FROM THE CENTERLINE
 AJ6368'OF THE ROAD, 1.07 METERS (3.51 FT) N FROM THE N POST OF A GATE, AND
 AJ6368'0.6 METERS (2.0 FT) HIGHER THAN THE STATION.  AZ MK NO 1, IS A
 AJ6368'STANDARD, CGS, DISK STAMPED,AULLVILLE 1949, SET INTO THE TOP OF A
 AJ6368'ROUND CONCRETE MONUMENT, 14 INCHES, 36 CM, IN DIAMETER, PROJECTING, 3
 AJ6368'INCHES, 8 CM, ABOVE THE GROUND.  THE STATION IS LOCATED 9.30 METERS
 AJ6368'(30.51 FT) SW OF A POWERLINE POLE, 8.5 METERS (27.9 FT) SE FROM THE
 AJ6368'CENTERLINE OF THE CURVE OF THE ROAD, 2.28 METERS (7.48 FT) N FROM A
 AJ6368'FENCE, 0.37 METERS (1.21 FT) E FROM A WITNESS POST.  TO REACH THE AZ
 AJ6368'MK FROM THE STATION, CONTINUE S FOR 0.45 KM (0.25 MI) TO A CURVE IN
 AJ6368'THE ROAD TO THE W AND THE MARK STRAIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2756 ***********************************************************************
 JD2756  DESIGNATION -  AULLVILLE RM 3
 JD2756  PID         -  JD2756
 JD2756  STATE/COUNTY-  MO/LAFAYETTE
 JD2756  USGS QUAD   -  KNOB NOSTER NW (1981)
 JD2756
 JD2756                         *CURRENT SURVEY CONTROL
 JD2756  ___________________________________________________________________
 JD2756* NAD 83(1997)-  38 57 58.05835(N)    093 38 57.99681(W)     ADJUSTED  
 JD2756* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 JD2756  ___________________________________________________________________
 JD2756  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 JD2756  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2756
 JD2756  HORZ ORDER  -  SECOND
 JD2756
 JD2756.The horizontal coordinates were established by classical geodetic methods
 JD2756.and adjusted by the National Geodetic Survey in February 2000..
 JD2756
 JD2756.The orthometric height was scaled from a topographic map.
 JD2756
 JD2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2756
 JD2756.The geoid height was determined by GEOID03.
 JD2756
 JD2756;                    North         East     Units Scale Factor Converg.
 JD2756;SPC MO W     -   311,033.313   923,712.000   MT  1.00000806   +0 32 05.7
 JD2756;UTM  15      - 4,313,218.237   443,736.485   MT  0.99963898   -0 24 30.3
 JD2756
 JD2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2756!SPC MO W     -   0.99996449  x   1.00000806  =   0.99997255
 JD2756!UTM  15      -   0.99996449  x   0.99963898  =   0.99960348
 JD2756
 JD2756:                Primary Azimuth Mark                     Grid Az
 JD2756:SPC MO W     -  AULLVILLE AZ MK                          183 10 16.4
 JD2756:UTM  15      -  AULLVILLE AZ MK                          184 06 52.4
 JD2756
 JD2756|---------------------------------------------------------------------|
 JD2756| PID    Reference Object                     Distance      Geod. Az  |
 JD2756|                                                           dddmmss.s |
 JD2756| AJ2367 AULLVILLE AZ MK                     450.736 METERS 1834222.1 |
 JD2756| AJ6369 AULLVILLE RM 5                       25.205 METERS 24115     |
 JD2756| AJ6368 AULLVILLE RESET                      12.376 METERS 25539     |
 JD2756| AJ2368 AULLVILLE RM 4                       21.830 METERS 26813     |
 JD2756| JD2755 AULLVILLE ATT MICROWAVE             APPROX. 4.1 KM 3135338.0 |
 JD2756| KD1245 HIGGINSVILLE E MUNICIPAL TANK       APPROX.13.1 KM 3343412.5 |
 JD2756|---------------------------------------------------------------------|
 JD2756
 JD2756                          SUPERSEDED SURVEY CONTROL
 JD2756
 JD2756  NAD 83(1997)-  38 57 58.05996(N)    093 38 57.99789(W) AD(       ) 2
 JD2756  NAD 83(1986)-  38 57 58.06546(N)    093 38 57.99640(W) AD(       ) 2
 JD2756  NAD 27      -  38 57 58.00993(N)    093 38 57.21321(W) AD(       ) 2
 JD2756
 JD2756.Superseded values are not recommended for survey control.
 JD2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2756.See file dsdata.txt to determine how the superseded data were derived.
 JD2756
 JD2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4373613218(NAD 83)
 JD2756_MARKER: DS = TRIANGULATION STATION DISK
 JD2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2756_STAMPING: AULLVILLE NO 3 1949
 JD2756_MARK LOGO: NGS   
 JD2756_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JD2756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2756+STABILITY: SURFACE MOTION
 JD2756
 JD2756  HISTORY     - Date     Condition        Report By
 JD2756  HISTORY     - 1962     MONUMENTED       CGS
 JD2756  HISTORY     - 19820322 GOOD             NGS
 JD2756
 JD2756                          STATION DESCRIPTION
 JD2756
 JD2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 JD2756'THE STATION IS 4-1/4 MILES WEST AND 1 MILE SOUTH OF CONCORDIA,
 JD2756'1-3/4 MILES SOUTH OF U.S. HIGHWAY 40, IN THE SOUTHEAST QUARTER OF
 JD2756'SECTION 10, R 25 W, T 48 N, AND ON PROPERTY OWNED BY MR. H.F.
 JD2756'DUESING.
 JD2756'
 JD2756'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 JD2756'COUNTY ROUTE J, ON THE NORTH EDGE OF CONCORDIA, GO WEST ON
 JD2756'HIGHWAY 40 FOR 3.45 MILES TO THE INTERSECTION OF HIGHWAY 40 AND
 JD2756'COUNTY ROUTE KK.  TURN LEFT AND GO SOUTH ON COUNTY ROUTE KK FOR
 JD2756'1.35 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 JD2756'ON A GRAVEL ROAD FOR 0.95 MILE TO A POINT WHERE THE ROAD TURNS
 JD2756'LEFT.  TURN LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.2 MILE
 JD2756'TO A DRIVEWAY AND THE STATION ON THE LEFT.
 JD2756'
 JD2756'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED AULLVILLE
 JD2756'NO 3 1949.  THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST
 JD2756'14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 43.5 FEET
 JD2756'NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 42 FEET SOUTHEAST
 JD2756'OF A T-FENCE CORNER, 41 FEET NORTH OF THE CENTER OF THE DRIVEWAY,
 JD2756'38 FEET EAST OF A METAL WITNESS POST AND 22 FEET SOUTH OF A
 JD2756'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JD2756'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 JD2756'
 JD2756'AULLVILLE 1949, A STANDARD STATION MARK DISK STAMPED AULLVILLE
 JD2756'1949, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 JD2756'OF THE GROUND.  IT IS 32.5 FEET NORTH OF THE CENTER OF THE
 JD2756'DRIVEWAY, 17.5 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 16.0
 JD2756'FEET NORTHWEST OF THE POWER POLE WITH THE TRANSFORMER, 4.3 FEET
 JD2756'SOUTHWEST OF A METAL WITNESS POST AND 3 FEET WEST OF A FENCE.
 JD2756'THE UNDERGROUND DISK WAS NOT INSPECTED.
 JD2756'
 JD2756'AZIMUTH MARK, A STANDARD DISK STAMPED AULLVILLE 1949, IS SET
 JD2756'IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 30.5
 JD2756'FEET SOUTHWEST OF A POWER POLE, 28 FEET SOUTHEAST OF THE CENTER
 JD2756'OF THE GRAVEL ROAD, 7.5 FEET NORTH OF A FENCE AND 1.2 FEET
 JD2756'EAST OF A METAL WITNESS POST.
 JD2756'
 JD2756'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 JD2756'GRAVEL ROAD FOR 0.3 MILE TO A POINT WHERE THE ROAD TURNS RIGHT
 JD2756'AND THE AZIMUTH MARK STRAIGHT AHEAD.
 JD2756'
 JD2756'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2756
 JD2756                          STATION RECOVERY (1982)
 JD2756
 JD2756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JD2756'THE SURFACE STATION MARK AND THE AZ MK WERE RECOVERED IN GOOD
 JD2756'CONDITION.  THE AZIMUTH IS OBSTRUCTED BY A POWERLINE POLE.  AULLVILLE
 JD2756'SURFCE MARK WAS FOUND DISTURBED AND NEEDED TO BE LOWERED DUE TO ROAD
 JD2756'WORK.  THIS MARK WAS LOWERED AS REQUIRED.  A NEW DESCRIPOTION FOLLOWS.
 JD2756'THE STATION IS LOCATED ABOUT 6.8 KM (4.20 MI) SW OF CONCORDIA, 6.8 KM
 JD2756'(4.20 MI) SE OF AULLVILLE, 2.4 KM (1.50 MI) S OF INTERSTATE HWY 70 AND
 JD2756'ON PROPERTY LEASED BY MARVIN LANGE, WHO LIVES AT THE SITE.  TO REACH
 JD2756'THE STATION FROM THE JUNCTION OF INTERSTATE HWY 70 AND STATE HWY 23,
 JD2756'AT CONCORDIA, GO S ON HWY 23 FOR 0.16 KM (0.10 MI) TO THE S OUTER ROAD
 JD2756'FOR THE INTERSTATE HWY.  TURN RIGHT AND GO W ON S OUTER ROAD FOR 5.79
 JD2756'KM (3.60 MI) TO STATE ROAD KK.  TURN LEFT AND GO S ON ROAD KK FOR
 JD2756'23.17 KM (14.40 MI) TO A ROAD RIGHT. TURN RIGHT AND GO W ON A GRAVELED
 JD2756'ROAD FOR 1.45 KM (0.90 MI) TO A CURVE S.  CONTINUE S FOR 0.40 KM (0.25
 JD2756'MI) TO THE STATION ON THE LEFT AT A FARM.  THE STATION IS A STANDARD,
 JD2756'CGS, DISK STAMPED,AULLVILLE NO 3 1949, SET INTO THE TOP OF A SQUARE
 JD2756'CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER, RECESSED 14 INCHES,
 JD2756'36 CM, BELOW THE GROUND.  THE STATION IS LOCATED 16.1 METERS (52.8 FT)
 JD2756'E FROM THE CENTERLINE OF THE ROAD, 13.26 METERS (43.50 FT) NE FROM A
 JD2756'POWERLINE POL, 12.5 METERS (41.0 FT) N FROM THE CENTERLINE OF A
 JD2756'DRIVEWAY.  AULLVILLE IS A STANDARD NGS HORIZONAL CONTROL DISK,
 JD2756'STAMPED---AULLVILLE 1949 1982---, SET INTO THE TOP OF A ROUND CONCRETE
 JD2756'POST, 12 INCHES 30 CM, IN DIAMETER THAT IS RECESSED 4 INCHES OR 10 CM
 JD2756'BELOW THE GROUND SURFACE.  THE STATION IS LOCATED 9.1 METERS (29.9 FT)
 JD2756'N FROM THE CENTERLINE OF THE DRIVEWAY, 5.3 METERS (17.4 FT) E FROM THE
 JD2756'CENTERTLINE OF THE ROAD, 4.88 METERS (16.01 FT) NNW FROM THE POWERLINE
 JD2756'POLE, 0.30 METERS (0.98 FT) N FROM A WITNESS POST, AND 0.8 METERS (2.6
 JD2756'FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0887 ***********************************************************************
 GF0887  DESIGNATION -  AURORA
 GF0887  PID         -  GF0887
 GF0887  STATE/COUNTY-  MO/LAWRENCE
 GF0887  USGS QUAD   -  AURORA (1974)
 GF0887
 GF0887                         *CURRENT SURVEY CONTROL
 GF0887  ___________________________________________________________________
 GF0887* NAD 83(1997)-  36 58 15.55069(N)    093 42 55.67441(W)     ADJUSTED  
 GF0887* NAVD 88     -       428.738  (meters)    1406.62   (feet)  ADJUSTED  
 GF0887  ___________________________________________________________________
 GF0887  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 GF0887  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GF0887  DYNAMIC HT  -         428.375 (meters)    1405.43  (feet)  COMP
 GF0887  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 GF0887
 GF0887  HORZ ORDER  -  FIRST
 GF0887  VERT ORDER  -  FIRST     CLASS II
 GF0887
 GF0887.The horizontal coordinates were established by classical geodetic methods
 GF0887.and adjusted by the National Geodetic Survey in February 2000..
 GF0887
 GF0887.The orthometric height was determined by differential leveling
 GF0887.and adjusted by the National Geodetic Survey in June 1991..
 GF0887
 GF0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0887
 GF0887.The geoid height was determined by GEOID03.
 GF0887
 GF0887.The dynamic height is computed by dividing the NAVD 88
 GF0887.geopotential number by the normal gravity value computed on the
 GF0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0887.degrees latitude (g = 980.6199 gals.).
 GF0887
 GF0887.The modeled gravity was interpolated from observed gravity values.
 GF0887
 GF0887;                    North         East     Units Scale Factor Converg.
 GF0887;SPC MO W     -    89,537.405   919,855.786   MT  1.00000127   +0 28 18.6
 GF0887;SPC MO C     -   126,923.385   391,773.273   MT  1.00007758   -0 43 51.8
 GF0887;UTM  15      - 4,091,892.933   436,316.086   MT  0.99964996   -0 25 49.1
 GF0887
 GF0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0887!SPC MO W     -   0.99993728  x   1.00000127  =   0.99993855
 GF0887!SPC MO C     -   0.99993728  x   1.00007758  =   1.00001486
 GF0887!UTM  15      -   0.99993728  x   0.99964996  =   0.99958726
 GF0887
 GF0887:                Primary Azimuth Mark                     Grid Az
 GF0887:SPC MO W     -  AURORA AZ MK                             006 21 02.5
 GF0887:SPC MO C     -  AURORA AZ MK                             007 33 12.9
 GF0887:UTM  15      -  AURORA AZ MK                             007 15 10.2
 GF0887
 GF0887|---------------------------------------------------------------------|
 GF0887| PID    Reference Object                     Distance      Geod. Az  |
 GF0887|                                                           dddmmss.s |
 GF0887| CI0119 AURORA AZ MK                                       0064921.1 |
 GF0887| HD1346 MARIONVILLE MUNICIPAL TANK          APPROX. 7.4 KM 0603333.7 |
 GF0887| GF0932 MONETT RADIO STATION KRMO MAST      APPROX.19.0 KM 2590035.3 |
 GF0887| CI0120 AURORA RM 1                          22.532 METERS 26523     |
 GF0887| GF0889 AURORA EMPIRE DISTRICT ELEC TK      457.755 METERS 2715320.6 |
 GF0887| GF0890 AURORA MFA MILLING CO ELEVATOR      APPROX. 1.2 KM 2981150.2 |
 GF0887| GF0885 AURORA MFA MILLING CO TANK          APPROX. 1.0 KM 3014349.9 |
 GF0887| CI0121 AURORA RM 2                          24.187 METERS 30700     |
 GF0887|---------------------------------------------------------------------|
 GF0887
 GF0887                          SUPERSEDED SURVEY CONTROL
 GF0887
 GF0887  NAD 83(1997)-  36 58 15.55181(N)    093 42 55.67418(W) AD(       ) 1
 GF0887  NAD 83(1997)-  36 58 15.55185(N)    093 42 55.67481(W) AD(       ) 1
 GF0887  NAD 83(1997)-  36 58 15.56092(N)    093 42 55.67554(W) AD(       ) 1
 GF0887  NAD 83(1986)-  36 58 15.56295(N)    093 42 55.67406(W) AD(       ) 1
 GF0887  NAD 27      -  36 58 15.35490(N)    093 42 54.95460(W) AD(       ) 1
 GF0887  NGVD 29 (10/05/93)  428.565  (m)         1406.05   (f) ADJUSTED    1 2
 GF0887
 GF0887.Superseded values are not recommended for survey control.
 GF0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0887.See file dsdata.txt to determine how the superseded data were derived.
 GF0887
 GF0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3631691893(NAD 83)
 GF0887_MARKER: DH = HORIZONTAL CONTROL DISK
 GF0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0887_SP_SET: CONCRETE POST
 GF0887_STAMPING: AURORA 1959
 GF0887_MARK LOGO: CGS   
 GF0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0887+STABILITY: SURFACE MOTION
 GF0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0887+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1989
 GF0887
 GF0887  HISTORY     - Date     Condition        Report By
 GF0887  HISTORY     - 1959     MONUMENTED       CGS
 GF0887  HISTORY     - 1959     GOOD             CGS
 GF0887  HISTORY     - 19891023 GOOD             NGS
 GF0887
 GF0887                          STATION DESCRIPTION
 GF0887
 GF0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0887'THE STATION IS IN THE SOUTHEAST CORNER OF OAK PARK * IN THE
 GF0887'CITY OF AURORA AND IS IN THE SW 1/4 OF SEC. 7, T. 26 N., R.
 GF0887'25 W.  IT IS 149 FEET NORTHWEST OF THE INTERSECTION OF OAK
 GF0887'AND CHURCH STREETS, 100 FEET WEST OF THE SOUTHWEST CORNER OF A
 GF0887'BRICK HOUSE, 47 FEET WEST OF THE CENTERLINE OF OAK STREET,
 GF0887'AND 36 FEET SOUTH OF A 20 INCH OAK TREE.  THE MONUMENT IS 1
 GF0887'INCH UNDERGROUND AND THE DISK IS STAMPED AURORA 1959.
 GF0887'
 GF0887'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 GF0887'OAK STREET FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 GF0887'
 GF0887'REFERENCE MARK 1 IS 108 FEET NORTH OF THE NORTH CURB OF
 GF0887'CHURCH STREET, 93 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GF0887'OF A SMALL BAND STAND, AND 51 FEET SOUTHEAST OF A 24 INCH
 GF0887'OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GF0887'AURORA NO 1 1959.
 GF0887'
 GF0887'REFERENCE MARK 2 IS 68 FEET EAST OF THE EAST SIDE OF A SMALL
 GF0887'BAND STAND, 36 FEET SOUTH OF A PLAY GROUND FENCE, AND 27
 GF0887'FEET SOUTHEAST OF THE SOUTH EDGE OF A CONCRETE SIDEWALK.
 GF0887'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AURORA NO 2 1959.
 GF0887'
 GF0887'THE AZIMUTH MARK IS 67 FEET NORTHEAST OF THE INTERSECTION
 GF0887'OF OAK AND LOCUST STREETS, 18 FEET NORTH OF THE CENTERLINE
 GF0887'OF A GRAVELED STREET, AND 2 FEET SOUTHEAST OF A WITNESS POST.
 GF0887'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AURORA 1959.
 GF0887'
 GF0887'*NOTE- OAK PARK IS OWNED BY LAWRENCE COUNTY AND MAINTAINED
 GF0887'BY THE CITY OF AURORA.
 GF0887'
 GF0887'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0887
 GF0887                          STATION RECOVERY (1959)
 GF0887
 GF0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GF0887'RECOVERED IN GOOD CONDITION.
 GF0887
 GF0887                          STATION RECOVERY (1989)
 GF0887
 GF0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0887'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN AURORA,
 GF0887'AT THE INTERSECTION OF OAK AVENUE AND CHURCH STREET, NEAR THE
 GF0887'SOUTHEAST CORNER OF OAK PARK, 43.2 M (141.7 FT) NORTH OF THE
 GF0887'CENTERLINE OF THE STREET, 19.3 M (63.3 FT) SOUTHWEST OF A UTILITY
 GF0887'POLE, 13.7 M (44.9 FT) WEST OF THE CENTER OF AVENUE, AND IN A
 GF0887'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0889 ***********************************************************************
 GF0889  DESIGNATION -  AURORA EMPIRE DISTRICT ELEC TK
 GF0889  PID         -  GF0889
 GF0889  STATE/COUNTY-  MO/LAWRENCE
 GF0889  USGS QUAD   -  AURORA (1974)
 GF0889
 GF0889                         *CURRENT SURVEY CONTROL
 GF0889  ___________________________________________________________________
 GF0889* NAD 83(1997)-  36 58 16.03978(N)    093 43 14.17088(W)     ADJUSTED  
 GF0889* NAVD 88     -                                                        
 GF0889  ___________________________________________________________________
 GF0889  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 GF0889  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GF0889
 GF0889  HORZ ORDER  -  THIRD
 GF0889
 GF0889.The horizontal coordinates were established by classical geodetic methods
 GF0889.and adjusted by the National Geodetic Survey in February 2000..
 GF0889
 GF0889
 GF0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0889
 GF0889.The geoid height was determined by GEOID03.
 GF0889
 GF0889;                    North         East     Units Scale Factor Converg.
 GF0889;SPC MO W     -    89,548.727   919,398.171   MT  1.00000049   +0 28 07.5
 GF0889;SPC MO C     -   126,944.312   391,315.960   MT  1.00007880   -0 44 03.0
 GF0889;UTM  15      - 4,091,911.452   435,858.866   MT  0.99965068   -0 26 00.2
 GF0889
 GF0889                          SUPERSEDED SURVEY CONTROL
 GF0889
 GF0889  NAD 83(1997)-  36 58 16.04088(N)    093 43 14.17097(W) AD(       ) 4
 GF0889  NAD 83(1997)-  36 58 16.04099(N)    093 43 14.17118(W) AD(       ) 4
 GF0889  NAD 83(1997)-  36 58 16.05003(N)    093 43 14.17206(W) AD(       ) 4
 GF0889  NAD 83(1986)-  36 58 16.05233(N)    093 43 14.17062(W) AD(       ) 4
 GF0889  NAD 27      -  36 58 15.84400(N)    093 43 13.45000(W) AD(       ) 3
 GF0889
 GF0889.Superseded values are not recommended for survey control.
 GF0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0889.See file dsdata.txt to determine how the superseded data were derived.
 GF0889
 GF0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3585991911(NAD 83)
 GF0889_MARKER: 53 = ELEVATED TANK
 GF0889
 GF0889  HISTORY     - Date     Condition        Report By
 GF0889  HISTORY     - 1959     FIRST OBSERVED   CGS
 GF0889  HISTORY     - 20021002 GOOD             GEOCAC
 GF0889
 GF0889                          STATION DESCRIPTION
 GF0889
 GF0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0889'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED NEAR
 GF0889'THE CENTER OF TOWN.  THE TANK IS SUPPORTED BY A 6 LEGGED
 GF0889'STEEL STRUCTURE.  IT IS PAINTED SILVER WITH THE LEGEND AURORA
 GF0889'ON THE EAST AND WEST SIDES.  THE OVERALL HEIGHT IS 140 FEET.
 GF0889
 GF0889                          STATION RECOVERY (2002)
 GF0889
 GF0889'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0885 ***********************************************************************
 GF0885  DESIGNATION -  AURORA MFA MILLING CO TANK
 GF0885  PID         -  GF0885
 GF0885  STATE/COUNTY-  MO/LAWRENCE
 GF0885  USGS QUAD   -  AURORA (1974)
 GF0885
 GF0885                         *CURRENT SURVEY CONTROL
 GF0885  ___________________________________________________________________
 GF0885* NAD 83(1997)-  36 58 32.51159(N)    093 43 29.86437(W)     ADJUSTED  
 GF0885* NAVD 88     -                                                        
 GF0885  ___________________________________________________________________
 GF0885  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GF0885  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GF0885
 GF0885  HORZ ORDER  -  THIRD
 GF0885
 GF0885.The horizontal coordinates were established by classical geodetic methods
 GF0885.and adjusted by the National Geodetic Survey in February 2000..
 GF0885
 GF0885
 GF0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0885
 GF0885.The geoid height was determined by GEOID03.
 GF0885
 GF0885;                    North         East     Units Scale Factor Converg.
 GF0885;SPC MO W     -    90,053.319   919,005.877   MT  0.99999982   +0 27 58.3
 GF0885;UTM  15      - 4,092,421.980   435,474.700   MT  0.99965129   -0 26 09.8
 GF0885
 GF0885                          SUPERSEDED SURVEY CONTROL
 GF0885
 GF0885  NAD 83(1997)-  36 58 32.51277(N)    093 43 29.86442(W) AD(       ) 4
 GF0885  NAD 83(1997)-  36 58 32.51283(N)    093 43 29.86478(W) AD(       ) 4
 GF0885  NAD 83(1997)-  36 58 32.52186(N)    093 43 29.86559(W) AD(       ) 4
 GF0885  NAD 83(1986)-  36 58 32.52417(N)    093 43 29.86404(W) AD(       ) 4
 GF0885  NAD 27      -  36 58 32.31600(N)    093 43 29.14300(W) AD(       ) 3
 GF0885
 GF0885.Superseded values are not recommended for survey control.
 GF0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0885.See file dsdata.txt to determine how the superseded data were derived.
 GF0885
 GF0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3547592422(NAD 83)
 GF0885_MARKER: 53 = ELEVATED TANK
 GF0885
 GF0885  HISTORY     - Date     Condition        Report By
 GF0885  HISTORY     - 1959     FIRST OBSERVED   CGS
 GF0885
 GF0885                          STATION DESCRIPTION
 GF0885
 GF0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0885'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED
 GF0885'IN THE WEST PART OF TOWN.  THE TANK IS SUPPORTED BY A FOUR
 GF0885'LEGGED STEEL STRUCTURE.  IT IS PAINTED SILVER AND THE OVERALL
 GF0885'HEIGHT IS 176 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0890 ***********************************************************************
 GF0890  DESIGNATION -  AURORA MFA MILLING CO ELEVATOR
 GF0890  PID         -  GF0890
 GF0890  STATE/COUNTY-  MO/LAWRENCE
 GF0890  USGS QUAD   -  AURORA (1974)
 GF0890
 GF0890                         *CURRENT SURVEY CONTROL
 GF0890  ___________________________________________________________________
 GF0890* NAD 83(1997)-  36 58 33.44341(N)    093 43 37.27524(W)     ADJUSTED  
 GF0890* NAVD 88     -                                                        
 GF0890  ___________________________________________________________________
 GF0890  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GF0890  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GF0890
 GF0890  HORZ ORDER  -  THIRD
 GF0890
 GF0890.The horizontal coordinates were established by classical geodetic methods
 GF0890.and adjusted by the National Geodetic Survey in February 2000..
 GF0890
 GF0890
 GF0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0890
 GF0890.The geoid height was determined by GEOID03.
 GF0890
 GF0890;                    North         East     Units Scale Factor Converg.
 GF0890;SPC MO W     -    90,080.554   918,822.354   MT  0.99999951   +0 27 53.8
 GF0890;SPC MO C     -   127,488.155   390,751.391   MT  1.00008032   -0 44 17.2
 GF0890;UTM  15      - 4,092,452.091   435,291.693   MT  0.99965158   -0 26 14.3
 GF0890
 GF0890                          SUPERSEDED SURVEY CONTROL
 GF0890
 GF0890  NAD 83(1997)-  36 58 33.44449(N)    093 43 37.27502(W) AD(       ) 4
 GF0890  NAD 83(1997)-  36 58 33.44461(N)    093 43 37.27571(W) AD(       ) 4
 GF0890  NAD 83(1997)-  36 58 33.45365(N)    093 43 37.27646(W) AD(       ) 4
 GF0890  NAD 83(1986)-  36 58 33.45600(N)    093 43 37.27483(W) AD(       ) 4
 GF0890  NAD 27      -  36 58 33.24800(N)    093 43 36.55400(W) AD(       ) 3
 GF0890
 GF0890.Superseded values are not recommended for survey control.
 GF0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0890.See file dsdata.txt to determine how the superseded data were derived.
 GF0890
 GF0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3529292452(NAD 83)
 GF0890_MARKER: 65 = GRAIN ELEVATOR
 GF0890
 GF0890  HISTORY     - Date     Condition        Report By
 GF0890  HISTORY     - 1959     FIRST OBSERVED   CGS
 GF0890  HISTORY     - 20021002 GOOD             GEOCAC
 GF0890
 GF0890                          STATION DESCRIPTION
 GF0890
 GF0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0890'THE STATION IS THE CENTER OF THE TOP OF THE GRAIN ELEVATOR
 GF0890'LOCATED IN THE WEST PART OF TOWN.  IT IS A CONCRETE STRUCTURE
 GF0890'PAINTED WHITE WITH AN OVERALL HEIGHT OF 200 FEET.
 GF0890
 GF0890                          STATION RECOVERY (2002)
 GF0890
 GF0890'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1861 ***********************************************************************
 JE1861  DESIGNATION -  AUSTIN METHODIST CHURCH SPIRE
 JE1861  PID         -  JE1861
 JE1861  STATE/COUNTY-  MO/CASS
 JE1861  USGS QUAD   -  AUSTIN (1981)
 JE1861
 JE1861                         *CURRENT SURVEY CONTROL
 JE1861  ___________________________________________________________________
 JE1861* NAD 83(1997)-  38 30 09.17471(N)    094 17 54.40503(W)     ADJUSTED  
 JE1861* NAVD 88     -                                                        
 JE1861  ___________________________________________________________________
 JE1861  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 JE1861  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE1861
 JE1861  HORZ ORDER  -  THIRD
 JE1861
 JE1861.The horizontal coordinates were established by classical geodetic methods
 JE1861.and adjusted by the National Geodetic Survey in February 2000..
 JE1861
 JE1861
 JE1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1861
 JE1861.The geoid height was determined by GEOID03.
 JE1861
 JE1861;                    North         East     Units Scale Factor Converg.
 JE1861;SPC MO W     -   259,249.435   867,580.481   MT  0.99994498   +0 07 31.7
 JE1861;UTM  15      - 4,262,374.964   386,780.071   MT  0.99975786   -0 48 30.4
 JE1861
 JE1861                          SUPERSEDED SURVEY CONTROL
 JE1861
 JE1861  NAD 83(1997)-  38 30 09.17494(N)    094 17 54.40477(W) AD(       ) 4
 JE1861  NAD 83(1986)-  38 30 09.18288(N)    094 17 54.40254(W) AD(       ) 4
 JE1861  NAD 27      -  38 30 09.13858(N)    094 17 53.59498(W) AD(       ) 3
 JE1861
 JE1861.Superseded values are not recommended for survey control.
 JE1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1861.See file dsdata.txt to determine how the superseded data were derived.
 JE1861
 JE1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8678062375(NAD 83)
 JE1861_MARKER: 90 = CHURCH SPIRE
 JE1861
 JE1861  HISTORY     - Date     Condition        Report By
 JE1861  HISTORY     - 1883     FIRST OBSERVED   CGS
 JE1861  HISTORY     - 1935     GOOD             CGS
 JE1861
 JE1861                          STATION DESCRIPTION
 JE1861
 JE1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JE1861'STATION IS IN VILLAGE OF AUSTIN, 10 MILES S OF HARRISONVILLE
 JE1861'ALONG U.S. HIGHWAY 71 AND 2-1/2 MILES E, 1 BLOCK E OF ONLY STORE
 JE1861'IN VILLAGE, IN SE 1/4 SW 1/4 SEC. 24, T. 43 N., R. 31 W.  CHURCH
 JE1861'IS A FRAME BUILDING IN GOOD CONDITION.  SPIRE, CONSTRUCTED OF
 JE1861'WOOD, IS STILL IN PLACE AND IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0673 ***********************************************************************
 KC0673  DESIGNATION -  AUXVASSE MUNICIPAL TANK
 KC0673  PID         -  KC0673
 KC0673  STATE/COUNTY-  MO/CALLAWAY
 KC0673  USGS QUAD   -  AUXVASSE (1972)
 KC0673
 KC0673                         *CURRENT SURVEY CONTROL
 KC0673  ___________________________________________________________________
 KC0673* NAD 83(1997)-  39 01 00.48208(N)    091 53 48.61376(W)     ADJUSTED  
 KC0673* NAVD 88     -                                                        
 KC0673  ___________________________________________________________________
 KC0673  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KC0673  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0673
 KC0673  HORZ ORDER  -  THIRD
 KC0673
 KC0673.The horizontal coordinates were established by classical geodetic methods
 KC0673.and adjusted by the National Geodetic Survey in February 2000..
 KC0673
 KC0673
 KC0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0673
 KC0673.The geoid height was determined by GEOID03.
 KC0673
 KC0673;                    North         East     Units Scale Factor Converg.
 KC0673;SPC MO C     -   353,468.887   552,234.189   MT  0.99996692   +0 22 47.0
 KC0673;UTM  15      - 4,319,219.812   595,503.448   MT  0.99971231   +0 41 40.4
 KC0673
 KC0673                          SUPERSEDED SURVEY CONTROL
 KC0673
 KC0673  NAD 83(1997)-  39 01 00.49216(N)    091 53 48.61920(W) AD(       ) 4
 KC0673  NAD 83(1986)-  39 01 00.49393(N)    091 53 48.61897(W) AD(       ) 4
 KC0673  NAD 27      -  39 01 00.34700(N)    091 53 47.98100(W) AD(       ) 3
 KC0673
 KC0673.Superseded values are not recommended for survey control.
 KC0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0673.See file dsdata.txt to determine how the superseded data were derived.
 KC0673
 KC0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9550319220(NAD 83)
 KC0673_MARKER: 51 = TANK
 KC0673
 KC0673  HISTORY     - Date     Condition        Report By
 KC0673  HISTORY     - 1934     FIRST OBSERVED   CGS
 KC0673  HISTORY     - 1949     GOOD             CGS
 KC0673  HISTORY     - 1963     GOOD             CGS
 KC0673  HISTORY     - 1990     GOOD             USPSQD
 KC0673
 KC0673                          STATION DESCRIPTION
 KC0673
 KC0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KC0673'STATION IS THE CENTER OF THE BALL ON TOP OF THE SILVER, STEEL,
 KC0673'MUNICIPAL WATER TANK AT AUXVASSE.  THE TANK HAS A LIGHT ON TOP
 KC0673'WHICH IS NOT CENTERED OVER THE CENTER OF THE TANK.
 KC0673
 KC0673                          STATION RECOVERY (1949)
 KC0673
 KC0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KC0673'THE STATION IS LOCATED NEAR THE CENTRAL PART OF AUXVASSE 150 FEET
 KC0673'EAST OF THE CENTERLINE OF U.S. HIGHWAY 54 WHICH IS THE MAIN STREET
 KC0673'OF THE TOWN.  IT IS 90 FEET SOUTH OF THE CENTERLINE OF THE
 KC0673'STREET WHICH INTERSECTS THE MAIN STREET WHERE THE POST OFFICE IS
 KC0673'LOCATED.  THE STATION IS PAINTED SILVER WITH THE NAME AUXVASSE
 KC0673'PAINTED IN BLACK LETTERS ON THE WEST SIDE OF THE TANK.  THE
 KC0673'TOP OF THE TANK IS APPROXIMATELY 90 FEET HIGH.
 KC0673'
 KC0673'THE POINT INTERSECTED WAS THE BALL FINIAL.
 KC0673
 KC0673                          STATION RECOVERY (1963)
 KC0673
 KC0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KC0673'THIS IS THE SAME WATER TANK WHICH WAS INTERSECTED IN 1934
 KC0673'AND RECOVERED IN 1949 BY M.E.W.
 KC0673
 KC0673                          STATION RECOVERY (1990)
 KC0673
 KC0673'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KC0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0672 ***********************************************************************
 KC0672  DESIGNATION -  AUXVASSE RESET
 KC0672  PID         -  KC0672
 KC0672  STATE/COUNTY-  MO/CALLAWAY
 KC0672  USGS QUAD   -  AUXVASSE (1972)
 KC0672
 KC0672                         *CURRENT SURVEY CONTROL
 KC0672  ___________________________________________________________________
 KC0672* NAD 83(1997)-  39 00 38.59379(N)    091 53 49.71306(W)     ADJUSTED  
 KC0672* NAVD 88     -       264.68   (+/-2cm)     868.4    (feet)  VERTCON   
 KC0672  ___________________________________________________________________
 KC0672  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 KC0672  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0672
 KC0672  HORZ ORDER  -  SECOND
 KC0672  VERT ORDER  -  THIRD ? (See Below)
 KC0672
 KC0672.The horizontal coordinates were established by classical geodetic methods
 KC0672.and adjusted by the National Geodetic Survey in February 2000..
 KC0672
 KC0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0672.The vertical order pertains to the NGVD 29 superseded value.
 KC0672
 KC0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0672
 KC0672.The geoid height was determined by GEOID03.
 KC0672
 KC0672;                    North         East     Units Scale Factor Converg.
 KC0672;SPC MO C     -   352,793.765   552,212.216   MT  0.99996689   +0 22 46.2
 KC0672;UTM  15      - 4,318,544.751   595,485.188   MT  0.99971227   +0 41 39.3
 KC0672
 KC0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0672!SPC MO C     -   0.99996356  x   0.99996689  =   0.99993046
 KC0672!UTM  15      -   0.99996356  x   0.99971227  =   0.99967584
 KC0672
 KC0672:                Primary Azimuth Mark                     Grid Az
 KC0672:SPC MO C     -  AUXVASSE MUNICIPAL TANK                  001 51 51.2
 KC0672:UTM  15      -  AUXVASSE MUNICIPAL TANK                  001 32 58.1
 KC0672
 KC0672|---------------------------------------------------------------------|
 KC0672| PID    Reference Object                     Distance      Geod. Az  |
 KC0672|                                                           dddmmss.s |
 KC0672| KC0673 AUXVASSE MUNICIPAL TANK             APPROX. 0.7 KM 0021437.4 |
 KC0672| CL8853 AUXVASSE RM 1                         2.787 METERS 08415     |
 KC0672| CL8852 AUXVASSE AZ MK                                     1843716.0 |
 KC0672| CL8854 AUXVASSE RM 2                         3.222 METERS 19723     |
 KC0672| JC1572 KINGDOM CITY SW BELL TEL TOWER      APPROX. 8.1 KM 2082747.5 |
 KC0672| JC1571 KINGDOM CITY SW BELL TEL            APPROX. 8.1 KM 2082953.9 |
 KC0672|---------------------------------------------------------------------|
 KC0672
 KC0672                          SUPERSEDED SURVEY CONTROL
 KC0672
 KC0672  NAD 83(1997)-  39 00 38.60446(N)    091 53 49.71849(W) AD(       ) 2
 KC0672  NAD 83(1986)-  39 00 38.60579(N)    091 53 49.71815(W) AD(       ) 2
 KC0672  NAD 27      -  39 00 38.45980(N)    091 53 49.08300(W) AD(       ) 2
 KC0672  NGVD 29 (07/19/86)  264.68   (m)          868.4    (f) LEVELING    3  
 KC0672
 KC0672.Superseded values are not recommended for survey control.
 KC0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0672.See file dsdata.txt to determine how the superseded data were derived.
 KC0672
 KC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9548518545(NAD 83)
 KC0672_MARKER: DH = HORIZONTAL CONTROL DISK
 KC0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0672_STAMPING: AUXVASSE 1949 1984
 KC0672_MARK LOGO: NGS   
 KC0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0672+STABILITY: SURFACE MOTION
 KC0672
 KC0672  HISTORY     - Date     Condition        Report By
 KC0672  HISTORY     - 1984     MONUMENTED       NGS
 KC0672
 KC0672                          STATION DESCRIPTION
 KC0672
 KC0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KC0672'THE SURFACE STATION MARK, RM 1 AND THE AZ MK WERE RECOVERED IN GOOD
 KC0672'CONDITION.  RM 2 WAS FOUND IN FAIR CONDITION, APPARENTLY HAVING BEEN
 KC0672'SLIGHTLY DISTURBED.  THE AZ MK WAS OBSTRUCTED THIS DATE BY A TEMPORARY
 KC0672'BILLBOARD FOR A CANDIDATE.  THE ANGLE BETWEEN THE RMS FAILED TO AGREE
 KC0672'WITH 1963 DATA BY 4 MINUTES, 30 SECONDS.  THE DISTANCE TO RM AGREED
 KC0672'WITH 1963 DATA, HOWEVER, THE DISTANCE TO R M 2 WAS 0.09 FT (2.74 CM)
 KC0672'LONGER.  THE DISTANCE BETWEEN THE RMS WAS 0.14 FT (4.27 CM) LONGER
 KC0672'THAN A VALUE COMPUTED FROM 1963 OBSERVATIONS. ONE CORNER OF RM 2
 KC0672'MONUMENTS WAS CHIPPED OFF, INDICATING THE MARK HAS BEEN STRUCK.  THE
 KC0672'STATION SITE IS NOW A VACANT LOT.  THE BARN AND FENCES ARE GONE.  DUE
 KC0672'TO THE CHANGES, A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED IN
 KC0672'AUXVASSE, 0.4 MI (0.6 KM) S OF THE POST OFFICE AND IN THE SE ANGLE OF
 KC0672'THE INTERSECTION OF MAIN STREET AND JOHSON DRIVE, ON PROPERTY OWNED BY
 KC0672'ROGER MOSER, RURAL ROUTE 1, AUXVASSE, MO.
 KC0672' 
 KC0672'THE STATION IS A STANDARD CGS DISK STAMPED---AUXVASSE 1949 1984---,
 KC0672'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN
 KC0672'DIAMETER, RECESSED 04 INCHES (10 CM) BELOW THE GROUND. THE STATION IS
 KC0672'LOCATED 57.5 FT (17.5 M) E FROM THE CENTERLINE OF MAIN STREET, 38.0 FT
 KC0672'(11.6 M) S FROM THE CENTERLINE OF JOHNSON DRIVE, 28.0 FT (8.5 M) SE
 KC0672'FROM A JUNCTION POWERLINE POLE, 24.6 FT (7.5 M) SE FROM A WITNESS
 KC0672'POST, 19.2 FT (5.9 M) ENE FROM A 2-FT IN DIAMETER MANHOLE. RM NO 01,
 KC0672'IS A STANDARD CGS DISK STAMPED---AUXVASSE NO 1 1949---, SET INTO THE
 KC0672'TOP OF A SQUARE CONCRETE MONUMENT, 10.0 INCHES (25 CM) IN DIAMETER,
 KC0672'PROJECTING 06 INCHES (15 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 KC0672'147.5 FT (45.0 M) E FROM THE CENTERLINE OF MAIN STREET, 27.0 FT (8.2
 KC0672'M) S FROM THE CENTERLINE OF JOHNSON DRIVE, 19.8 FT (6.0 M) WSW FROM A
 KC0672'POWERLINE POLE, AND 1.5 FT (0.5 M) LOWER THAN THE STATION.  RM NO 02,
 KC0672'IS A STANDARD CGS DISK STAMPED---AUXVASSE NO 2 1949---, SET INTO THE
 KC0672'TOP OF A SQUARE CONCRETE MONUMENT, 10.0 INCHES (25 CM) IN DIAMETER,
 KC0672'PROJECTING 03 INCHES (8 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 KC0672'141.5 FT (43.1 M) S FROM THE CENTERLINE OF JOHNSON DRIVE, 30.5 FT (9.3
 KC0672'M) E FROM THE CENTERLINE OF MAIN STREET, 61.0 FT (18.6 M) N FROM THE
 KC0672'CENTERLINE OF A PRIVATE DRIVE, AND 2.0 FT (0.6 M) HIGHER THAN THE
 KC0672'STATION.  AZ MK NO 01, IS A STANDARD CGS DISK STAMPED---AUXVASSE
 KC0672'1949---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES
 KC0672'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 29.5
 KC0672'FT (9.0 M) W FROM THE CENTERLINE OF THE HWY, 10.0 FT (3.0 M) S FROM
 KC0672'THE CENTERLINE OF THE S DRIVE OF THE CEMETERY, 1.5 FT (0.5 M) E FROM
 KC0672'AN OLD CONCRETE FENCE CORNER POST, 1.0 FT (0.3 M) N FROM A WITNESS
 KC0672'POST.  TO REACH THE AZ MK FROM THE POST OFFICE IN AUXVASSE, GO S ON
 KC0672'MAIN STREET AND U.S HWY 54 FOR 0.4 MI (0.6 KM) TO JOHNSON DRIVE AND
 KC0672'THE STATION MARK ON THE LEFT.  CONTINUE S ON THE HWY FOR 0.6 MI (1.0
 KC0672'KM) TO THE MARK ON THE RIGHT, AT THE SE CORNER OF THE AUXVASSE
 KC0672'CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1172 ***********************************************************************
 KD1172  DESIGNATION -  AVALON
 KD1172  PID         -  KD1172
 KD1172  STATE/COUNTY-  MO/LIVINGSTON
 KD1172  USGS QUAD   -  AVALON (1984)
 KD1172
 KD1172                         *CURRENT SURVEY CONTROL
 KD1172  ___________________________________________________________________
 KD1172* NAD 83(1997)-  39 39 55.93613(N)    093 29 06.97355(W)     ADJUSTED  
 KD1172* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 KD1172  ___________________________________________________________________
 KD1172  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 KD1172  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KD1172
 KD1172  HORZ ORDER  -  THIRD
 KD1172
 KD1172.The horizontal coordinates were established by classical geodetic methods
 KD1172.and adjusted by the National Geodetic Survey in February 2000..
 KD1172
 KD1172.The orthometric height was scaled from a topographic map.
 KD1172
 KD1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1172
 KD1172.The geoid height was determined by GEOID03.
 KD1172
 KD1172;                    North         East     Units Scale Factor Converg.
 KD1172;SPC MO C     -   425,779.101   415,459.762   MT  1.00002129   -0 37 44.2
 KD1172;UTM  15      - 4,390,748.776   458,375.981   MT  0.99962133   -0 18 35.1
 KD1172
 KD1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1172!SPC MO C     -   0.99996322  x   1.00002129  =   0.99998451
 KD1172!UTM  15      -   0.99996322  x   0.99962133  =   0.99958456
 KD1172
 KD1172|---------------------------------------------------------------------|
 KD1172| PID    Reference Object                     Distance      Geod. Az  |
 KD1172|                                                           dddmmss.s |
 KD1172| CL8858 AVALON RM 2                          12.312 METERS 12356     |
 KD1172| KD1173 KANSAS CITY CHICAGO AWY BN 6        APPROX. 0.8 KM 1581053.9 |
 KD1172| CL8857 AVALON RM 1                          12.340 METERS 30407     |
 KD1172| CL8855 AVALON AZ MK                                       3061401.2 |
 KD1172| CL8856 AVALON AZ MK RESET                                 3061403.6 |
 KD1172| KD1286 CHILLICOTHE MUN UTILITIES STK       APPROX.14.7 KM 3341615.4 |
 KD1172| KD1288 CHILLICOTHE MUNICIPAL TANK          APPROX.15.2 KM 3404753.6 |
 KD1172|---------------------------------------------------------------------|
 KD1172
 KD1172                          SUPERSEDED SURVEY CONTROL
 KD1172
 KD1172  NAD 83(1997)-  39 39 55.93699(N)    093 29 06.97697(W) AD(       ) 3
 KD1172  NAD 83(1997)-  39 39 55.93966(N)    093 29 06.97799(W) AD(       ) 3
 KD1172  NAD 83(1986)-  39 39 55.94099(N)    093 29 06.97686(W) AD(       ) 3
 KD1172  NAD 27      -  39 39 55.87080(N)    093 29 06.21280(W) AD(       ) 3
 KD1172
 KD1172.Superseded values are not recommended for survey control.
 KD1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1172.See file dsdata.txt to determine how the superseded data were derived.
 KD1172
 KD1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5837690749(NAD 83)
 KD1172_MARKER: DS = TRIANGULATION STATION DISK
 KD1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1172
 KD1172  HISTORY     - Date     Condition        Report By
 KD1172  HISTORY     - 1948     MONUMENTED       CGS
 KD1172  HISTORY     - 1966     GOOD             CGS
 KD1172  HISTORY     - 1974     GOOD             NGS
 KD1172
 KD1172                          STATION DESCRIPTION
 KD1172
 KD1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1172'THE STATION IS LOCATED ABOUT 2.25 MILES WEST OF AVALON AND 10.0
 KD1172'MILES SOUTH-SOUTHEAST OF CHILLICOTHE ON THE RIGHT-OF-WAY OF U.S.
 KD1172'HIGHWAY NO. 65.  IT IS 57.0 FEET SOUTHWEST OF THE CENTER OF U.S.
 KD1172'HIGHWAY NO. 65, 6.0 FEET NORTHEAST OF A WOVEN WIRE FENCE AND 5.5
 KD1172'FEET NORTHEAST OF A WITNESS POST.  IT IS SET FLUSH WITH THE
 KD1172'GROUND AND IS STAMPED AVALON 1948.
 KD1172'
 KD1172'REFERENCE MARK NO. 1 IS 57.0 FEET SOUTHWEST OF THE CENTER OF
 KD1172'U.S. HIGHWAY NO. 65 AND 6.0 FEET NORTHEAST OF A WOVEN WIRE FENCE.
 KD1172'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED AVALON NO 1 1948.
 KD1172'
 KD1172'REFERENCE MARK NO. 2 IS 57.0 FEET SOUTHWEST OF THE CENTER OF U.S.
 KD1172'HIGHWAY NO. 65 AND 6.0 FEET NORTHEAST OF A WOVEN WIRE FENCE.
 KD1172'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED AVALON NO 2 1948.
 KD1172'
 KD1172'THE AZIMUTH MARK IS 52.0 FEET SOUTHWEST OF THE CENTER OF U.S.
 KD1172'HIGHWAY NO. 65, 4.0 FEET EAST OF A WITNESS POST AND 2.5 FEET
 KD1172'NORTHEAST OF A WOVEN WIRE FENCE.  IT IS SET FLUSH WITH THE GROUND
 KD1172'AND IS STAMPED AVALON 1948.
 KD1172'
 KD1172'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 KD1172'SQUARE IN CHILLICOTHE GO SOUTH ON U.S. HIGHWAY NO. 65 FOR 1.2 MILES
 KD1172'TO THE JUNCTION OF U.S. HIGHWAY NO. 65 AND U.S. HIGHWAY NO. 36.
 KD1172'GO WEST AND SOUTH ON U.S. HIGHWAYS NO. 65 AND NO. 36 FOR 1.95
 KD1172'MILES TO THE JUNCTION OF U.S. HIGHWAY NO. 65 AND U.S. HIGHWAY NO.
 KD1172'36 WHERE U.S. HIGHWAY NO. 36 GOES WEST.  HERE CONTINUE SOUTH
 KD1172'ON U.S.  HIGHWAY NO. 65 FOR 7.7 MILES TO TOP OF A RISE AND
 KD1172'STATION ON THE RIGHT AS DESCRIBED.
 KD1172'
 KD1172'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON U.S.
 KD1172'HIGHWAY NO. 65 FOR 0.6 MILE AND AZIMUTH MARK ON THE LEFT
 KD1172'AS DESCRIBED.
 KD1172'
 KD1172'AN 87 FOOT SIGNAL AT STATION MOUND IS VISIBLE AT 4 FEET.
 KD1172'
 KD1172'A 74 FOOT SIGNAL AT STATION SWAIN IS VISIBLE AT 4 FEET.
 KD1172
 KD1172                          STATION RECOVERY (1966)
 KD1172
 KD1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1172'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND FOUND
 KD1172'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE TILTED SO THIS
 KD1172'MARK WAS RESET AND RESTAMPED.
 KD1172'
 KD1172'TO REACH FROM CHILLICOTHE, FROM THE JUNCTION OF U.S. HIGHWAYS 36
 KD1172'AND 65 AT THE SOUTH EDGE OF TOWN, GO SOUTH ON U.S. 65 FOR 4.5
 KD1172'MILES TO FORKS AND JUNCTION WITH COUNTY ROUTE Z, CONTINUE ON U.S.
 KD1172'65 FOR 4.15 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 KD1172'SOUTHEAST FOR 0.6 MILE TO TOP OF RIDGE AND STATION ON RIGHT.
 KD1172'
 KD1172'THE STATION MARK IS 57 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KD1172'HIGHWAY AND IS 5.5 FEET EAST OF A METAL RIGHT-OF-WAY SIGN.  THE
 KD1172'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED AVALON 1948.
 KD1172'
 KD1172'R.M. NO. 1 IS NORTHWEST OF THE STATION AND IS 6 FEET NORTHEAST
 KD1172'OF RIGHT OF WAY FENCE.
 KD1172'
 KD1172'R.M. NO. 2 IS SOUTHEAST OF THE STATION AND IS 6 FEET NORTHEAST
 KD1172'OF RIGHT OF WAY FENCE.
 KD1172'
 KD1172'THE AZIMUTH MARK IS 52 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KD1172'HIGHWAY AND 2.5 FEET NORTHEAST OF A METAL WITNESS POST SET IN
 KD1172'RIGHT OF WAY FENCE.  MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 KD1172'STAMPED AVALON 1948 RESET 1966.
 KD1172
 KD1172                          STATION RECOVERY (1974)
 KD1172
 KD1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KD1172'THIS STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS ARE
 KD1172'IN GOOD CONDITION.
 KD1172'
 KD1172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.25 MILES
 KD1172'WEST OF AVALON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF1008 ***********************************************************************
 GF1008  SACS        -  This is a Secondary Airport Control Station.
 GF1008  DESIGNATION -  AVAPORT
 GF1008  PID         -  GF1008
 GF1008  STATE/COUNTY-  MO/DOUGLAS
 GF1008  USGS QUAD   -  AVA (1982)
 GF1008
 GF1008                         *CURRENT SURVEY CONTROL
 GF1008  ___________________________________________________________________
 GF1008* NAD 83(1997)-  36 58 17.77317(N)    092 40 52.72487(W)     ADJUSTED  
 GF1008* NAVD 88     -       391.7    (meters)    1285.     (feet)  VERTCON   
 GF1008  ___________________________________________________________________
 GF1008  X           -    -238,683.245 (meters)                     COMP
 GF1008  Y           -  -5,096,592.829 (meters)                     COMP
 GF1008  Z           -   3,815,094.020 (meters)                     COMP
 GF1008  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 GF1008  ELLIP HEIGHT-         362.66  (meters)          (02/17/00) GPS OBS
 GF1008  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GF1008
 GF1008  HORZ ORDER  -  THIRD
 GF1008  ELLP ORDER  -  FOURTH    CLASS I
 GF1008
 GF1008.This mark is at Ava Bill Martin Mem Airport (AOV)
 GF1008
 GF1008.The horizontal coordinates were established by GPS observations
 GF1008.and adjusted by the National Geodetic Survey in February 2000..
 GF1008
 GF1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF1008
 GF1008.GPS derived orthometric heights for airport stations designated as
 GF1008.PACS or SACS are published to 2 decimal places.  This maintains
 GF1008.centimeter relative accuracy between the PACS and SACS.  It does
 GF1008.not indicate centimeter accuracy relative to other marks which are
 GF1008.part of the NAVD 88 network.
 GF1008
 GF1008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1008
 GF1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF1008
 GF1008.The ellipsoidal height was determined by GPS observations
 GF1008.and is referenced to NAD 83.
 GF1008
 GF1008.The geoid height was determined by GEOID03.
 GF1008
 GF1008;                    North         East     Units Scale Factor Converg.
 GF1008;SPC MO C     -   126,316.804   483,856.144   MT  0.99993654   -0 06 32.6
 GF1008;UTM  15      - 4,091,769.725   528,366.146   MT  0.99960991   +0 11 30.0
 GF1008
 GF1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF1008!SPC MO C     -   0.99994309  x   0.99993654  =   0.99987963
 GF1008!UTM  15      -   0.99994309  x   0.99960991  =   0.99955302
 GF1008
 GF1008:                Primary Azimuth Mark                     Grid Az
 GF1008:SPC MO C     -  AVAPORT AZ MK                            317 35 05.7
 GF1008:UTM  15      -  AVAPORT AZ MK                            317 17 03.1
 GF1008
 GF1008|---------------------------------------------------------------------|
 GF1008| PID    Reference Object                     Distance      Geod. Az  |
 GF1008|                                                           dddmmss.s |
 GF1008| GF1009 AVAPORT AZ MK                       APPROX. 0.6 KM 3172833.1 |
 GF1008|---------------------------------------------------------------------|
 GF1008
 GF1008                          SUPERSEDED SURVEY CONTROL
 GF1008
 GF1008  NAD 83(1997)-  36 58 17.77429(N)    092 40 52.72490(W) AD(       ) 3
 GF1008  NAD 83(1986)-  36 58 17.78349(N)    092 40 52.72494(W) AD(       ) 3
 GF1008  NGVD 29 (07/16/90)  391.6    (m)         1285.     (f) GPS OBS        
 GF1008
 GF1008.Superseded values are not recommended for survey control.
 GF1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1008.See file dsdata.txt to determine how the superseded data were derived.
 GF1008
 GF1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2836691770(NAD 83)
 GF1008_MARKER: I = METAL ROD
 GF1008_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GF1008_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GF1008_STAMPING: AVAPORT 1989
 GF1008_MARK LOGO: NGS   
 GF1008_PROJECTION: FLUSH
 GF1008_MAGNETIC: I = MARKER IS A STEEL ROD
 GF1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF1008+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1996
 GF1008_ROD/PIPE-DEPTH: 2.6  meters
 GF1008_SLEEVE-DEPTH  : 0.93 meters
 GF1008
 GF1008  HISTORY     - Date     Condition        Report By
 GF1008  HISTORY     - 1989     MONUMENTED       NGS
 GF1008  HISTORY     - 19900112 GOOD
 GF1008  HISTORY     - 19961114 GOOD             NGS
 GF1008
 GF1008                          STATION DESCRIPTION
 GF1008
 GF1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF1008'STATION IS LOCATED NEAR THE NORTHWEST CORNER OF AVA, ABOUT 32 KM
 GF1008'(19.90 MI) SOUTHWEST OF MOUNTAIN GROVE, AT THE AVA/BILL MARTIN MUNI
 GF1008'AIRPORT.  OWNERSHIP-CITY OF AVA, AVA, MO. 65608. AIRPORT CONTACT IS
 GF1008'JAMES BUD NORMAN (MAYOR OF AVA) 417-683-5516, 683-4122, 683-2818
 GF1008'(HOME).
 GF1008'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 5 AND STATE
 GF1008'ROUTE 14, LOCATED AT THE NORTHWEST CORNER OF AVA, GO NORTHWESTERLY
 GF1008'ALONG STATE ROUTE 14 FOR 0.16 KM (0.10 MI) TO COUNTY ROAD 503 ON THE
 GF1008'RIGHT THEN GO RIGHT, NORTHERLY ALONG ASPHALT ROAD 503 FOR 0.80 KM
 GF1008'(0.50 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, THEN GO LEFT,
 GF1008'WESTERLY ALONG ASPHALT AND GRAVEL ROAD FOR 0.56 KM (0.35 MI) TO THE
 GF1008'AIRPORT TERMINAL BUILDING, (WHITE BLOCK BUILDING), THEN GO  WESTERLY
 GF1008'ALONG ASPHALT ROAD AND TAXI APPROACH FOR 0.24 KM (0.15 MI) TO THE
 GF1008'JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 GF1008'THE STATION MARK IS SET 19.5 M (64.0 FT) NORTHEAST OF THE RUNWAY
 GF1008'CENTERLINE, 13.3 M (43.6 FT) NORTHWEST OF THE TAXIWAY APPROACH
 GF1008'CENTERLINE, 5.8 M (19.0 FT) FROM THE CENTER OF THE CURVED PAVEMENT AT
 GF1008'THE JUNCTION OF THE TAXIWAY AND RUNWAY, 4.7 M (15.4 FT) WEST-SOUTHWEST
 GF1008'OF A TAXIWAY LIGHT.
 GF1008'DESCRIBED BY VCP.
 GF1008'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 GF1008
 GF1008                          STATION RECOVERY (1990)
 GF1008
 GF1008'RECOVERED 1990
 GF1008'RECOVERED IN GOOD CONDITION.
 GF1008
 GF1008                          STATION RECOVERY (1996)
 GF1008
 GF1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 GF1008'THE STATION IS LOCATED ABOUT 48.0 KM (29.80 MI) SOUTHEAST OF
 GF1008'SPRINGFIELD, MO., NEAR THE NORTHWEST CORNER OF AVA, MO., AT THE BILL
 GF1008'MARTIN MEMORIAL AIRPORT (AOV) , IN THE GRASS, JUST NORTH OF THE RUNWAY
 GF1008'AND TAXI JUNCTION.  OWNERSHIP--CITY OF AVA, AVA, MO.  65608. AIRPORT
 GF1008'CONTACT IS JAMES BUD (MAYOR OF AVA) PHONE 417-683-5516 OR 683-4122.
 GF1008'HOME PHONE 683-2818.  NOTE--THIS STATION IS A SECONDARY AIRPORT
 GF1008'CONTROL STATION (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF
 GF1008'STATE HIGHWAYS 5 AND 14 AT THE NORTHWEST CORNER OF AVA, GO
 GF1008'NORTHWESTERLY, 0.16 KM (0.10 MI) ALONG HIGHWAY 14 TO COUNTY ROAD 503
 GF1008'ON THE RIGHT.  TURN RIGHT, NORTHERLY, 0.8 KM (0.50 MI) ALONG THE ROAD
 GF1008'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WESTERLY, 0.56
 GF1008'KM (0.35 MI) ALONG THE ENTRANCE ROAD TO THE AIRPORT OFFICE. TURN LEFT,
 GF1008'WESTERLY, 0.24 KM (0.15 MI) CROSSING APRON AND ALONG TAXI/RAMP TO THE
 GF1008'RUNWAY AND THE STATION ON THE RIGHT, JUST NORTH OF THE JUNCTION.
 GF1008'STATION IS 19.5 M (64.0 FT) NORTHEAST OF THE RUNWAY CENTER, 13.3 M
 GF1008'(43.6 FT) NORTHWEST OF THE TAXI CENTER, 5.8 M (19.0 FT) NORTH OF THE
 GF1008'NORTH CURVED EDGE OF THE JUNCTION, 4.7 M (15.4 FT) WEST-SOUTHWEST OF A
 GF1008'TAXI LIGHT, AND THE STATION IS ABOUT 0.3 M (1.0 FT) BELOW THE RUNWAY
 GF1008'LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES  NOTE--THE
 GF1008'DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD
 GF1008'DRIVEN TO A DEPTH OF 2.6 M, (8.5 FT) IN A GREASE FILLED SLEEVE 0.93 M
 GF1008'(3.05 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SURROUNDED
 GF1008'BY CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF1009 ***********************************************************************
 GF1009  CBN         -  This is a Cooperative Base Network Control Station.
 GF1009  PACS        -  This is a Primary Airport Control Station.
 GF1009  DESIGNATION -  AVAPORT AZ MK
 GF1009  PID         -  GF1009
 GF1009  STATE/COUNTY-  MO/DOUGLAS
 GF1009  USGS QUAD   -  AVA (1982)
 GF1009
 GF1009                         *CURRENT SURVEY CONTROL
 GF1009  ___________________________________________________________________
 GF1009* NAD 83(1997)-  36 58 31.95825(N)    092 41 08.93955(W)     ADJUSTED  
 GF1009* NAVD 88     -       388.67   (meters)    1275.2    (feet)  GPS OBS   
 GF1009  ___________________________________________________________________
 GF1009  X           -    -239,071.470 (meters)                     COMP
 GF1009  Y           -  -5,096,309.223 (meters)                     COMP
 GF1009  Z           -   3,815,441.809 (meters)                     COMP
 GF1009  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 GF1009  ELLIP HEIGHT-         360.03  (meters)          (03/31/98) GPS OBS
 GF1009  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GF1009
 GF1009  HORZ ORDER  -  B
 GF1009  ELLP ORDER  -  THIRD     CLASS I
 GF1009
 GF1009.This mark is at Ava Bill Martin Mem Airport (AOV)
 GF1009
 GF1009.The horizontal coordinates were established by GPS observations
 GF1009.and adjusted by the National Geodetic Survey in March 1998..
 GF1009
 GF1009.The orthometric height was determined by GPS observations and a
 GF1009.high-resolution geoid model.
 GF1009
 GF1009.GPS derived orthometric heights for airport stations designated as
 GF1009.PACS or SACS are published to 2 decimal places.  This maintains
 GF1009.centimeter relative accuracy between the PACS and SACS.  It does
 GF1009.not indicate centimeter accuracy relative to other marks which are
 GF1009.part of the NAVD 88 network.
 GF1009
 GF1009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1009
 GF1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF1009
 GF1009.The ellipsoidal height was determined by GPS observations
 GF1009.and is referenced to NAD 83.
 GF1009
 GF1009.The geoid height was determined by GEOID03.
 GF1009
 GF1009;                    North         East     Units Scale Factor Converg.
 GF1009;SPC MO C     -   126,754.832   483,455.958   MT  0.99993670   -0 06 42.4
 GF1009;UTM  15      - 4,092,205.503   527,963.798   MT  0.99960963   +0 11 20.3
 GF1009
 GF1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF1009!SPC MO C     -   0.99994350  x   0.99993670  =   0.99988021
 GF1009!UTM  15      -   0.99994350  x   0.99960963  =   0.99955315
 GF1009
 GF1009:                Primary Azimuth Mark                     Grid Az
 GF1009:SPC MO C     -  AVAPORT                                  137 35 05.8
 GF1009:UTM  15      -  AVAPORT                                  137 17 03.1
 GF1009
 GF1009|---------------------------------------------------------------------|
 GF1009| PID    Reference Object                     Distance      Geod. Az  |
 GF1009|                                                           dddmmss.s |
 GF1009| GF1008 AVAPORT                             APPROX. 0.6 KM 1372823.4 |
 GF1009|---------------------------------------------------------------------|
 GF1009
 GF1009                          SUPERSEDED SURVEY CONTROL
 GF1009
 GF1009  NAD 83(1986)-  36 58 31.96873(N)    092 41 08.93961(W) AD(       ) 3
 GF1009  NGVD 29 (07/16/90)  389.     (m)         1276.     (f) GPS OBS        
 GF1009
 GF1009.Superseded values are not recommended for survey control.
 GF1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1009.See file dsdata.txt to determine how the superseded data were derived.
 GF1009
 GF1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2796492206(NAD 83)
 GF1009_MARKER: I = METAL ROD
 GF1009_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GF1009_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GF1009_STAMPING: AVAPORT AZ MK 1989
 GF1009_MARK LOGO: NGS   
 GF1009_PROJECTION: FLUSH
 GF1009_MAGNETIC: I = MARKER IS A STEEL ROD
 GF1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF1009+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1997
 GF1009_ROD/PIPE-DEPTH: 5.4  meters
 GF1009_SLEEVE-DEPTH  : 0.93 meters
 GF1009
 GF1009  HISTORY     - Date     Condition        Report By
 GF1009  HISTORY     - 1989     MONUMENTED       NGS
 GF1009  HISTORY     - 19900122 GOOD
 GF1009  HISTORY     - 19970220 GOOD             NGS
 GF1009
 GF1009                          STATION DESCRIPTION
 GF1009
 GF1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF1009'STATION IS LOCATED NEAR THE NORTHWEST CORNER OF AVA, ABOUT 32 KM
 GF1009'(19.90 MI) SOUTHWEST OF MOUNTAIN GROVE, AT THE BILL MARTIN MEMORIAL
 GF1009'AIRPORT. OWNERSHIP-CITY OF AVA, AVA, MO. 65608.  AIRPORT CONTACT IS
 GF1009'JAMES BUD NORMAN (MAYOR OF AVA) PHONE IS 417-683-5516, 683-4122,
 GF1009'683-2818(HOME).
 GF1009'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 5 AND STATE
 GF1009'ROUTE 14, LOCATED AT THE NORTHWEST CORNER OF AVA, GO NORTHWESTERLY
 GF1009'ALONG STATE ROUTE 14 FOR 0.16 KM (0.10 MI) TO COUNTY ROAD 503 ON THE
 GF1009'RIGHT THEN GO RIGHT, NORTHERLY ALONG ASPHALT ROAD 503 FOR 0.80 KM
 GF1009'(0.50 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, THEN GO LEFT,
 GF1009'WESTERLY ALONG ASPHALT AND GRAVEL ROAD FOR 0.56 KM (0.35 MI) TO THE
 GF1009'AIRPORT TERMINAL BUILDING, (WHITE BLOCK BUILDING), THEN GO  WESTERLY
 GF1009'ALONG TAXI APPROACH FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF RUNWAY
 GF1009'13-31, THEN GO RIGHT, NORTHWESTERLY, ALONG THE NORTHEAST SIDE OF THE
 GF1009'RUNWAY FOR 0.56 KM (0.35 MI) TO THE NORTHWEST END OF RUNWAY 13-31 AND
 GF1009'THE STATION IN THE GRASSY CENTER AREA OF A TURNAROUND.
 GF1009'THE STATION MARK IS SET 16.8 M (55.1 FT) SOUTHEAST OF THE CENTERLINE
 GF1009'OF A COFFEE CUP HANDLE TURNAROUND, 18.4 M (60.4 FT) NORTHWEST OF THE
 GF1009'CENTERLINE OF THE TURNAROUND, 21.25 M (69.7 FT) NORTH-NORTHEAST OF THE
 GF1009'RUNWAY CENTERLINE, 7.4 M (24.3 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 GF1009'A 2 X 2 FT SQUARE DRAIN INLET.
 GF1009'DESCRIBED BY VCP.
 GF1009'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 GF1009
 GF1009                          STATION RECOVERY (1990)
 GF1009
 GF1009'RECOVERED 1990
 GF1009'RECOVERED IN GOOD CONDITION.
 GF1009
 GF1009                          STATION RECOVERY (1997)
 GF1009
 GF1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GF1009'THE STATION IS LOCATED ABOUT 48.0 KM (29.80 MI) SOUTHEAST OF
 GF1009'SPRINGFIELD, MO., NEAR THE NORTHWEST CORNER OF AVA, MO., AT THE BILL
 GF1009'MARTIN MEMORIAL AIRPORT (AOV) .  IN THE GRASS, NEAR THE CENTER OF THE
 GF1009'TURNAROUND NORTHEAST OF RUNWAY END 13.  OWNERSHIP--CITY OF AVA, AVA,
 GF1009'MO.  65608.  AIRPORT CONTACT IS JAMES BUD (MAYOR OF AVA) PHONE
 GF1009'417-683-5516 OR 683-4122.  HOME PHONE 683-2818.  NOTE--THIS STATION IS
 GF1009'THE PRIMARY AIRPORT CONTROL STATION (PAC) .  TO REACH THE STATION FROM
 GF1009'THE JUNCTION OF STATE HIGHWAYS 5 AND 14 AT THE NORTHWEST CORNER OF
 GF1009'AVA, GO NORTHWESTERLY, 0.16 KM (0.10 MI) ALONG HIGHWAY 14 TO COUNTY
 GF1009'ROAD 503 ON THE RIGHT.  TURN RIGHT, NORTHERLY, 0.8 KM (0.50 MI) ALONG
 GF1009'THE ROAD TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT,
 GF1009'WESTERLY, 0.56 KM (0.35 MI) ALONG THE ENTRANCE ROAD TO THE AIRPORT
 GF1009'OFFICE.  TURN LEFT, WESTERLY, 0.24 KM (0.15 MI) CROSSING APRON AND
 GF1009'ALONG TAXIWAY/RAMP TO THE RUNWAY.  TURN RIGHT, NORTHWEST, 0.56 KM
 GF1009'(0.35 MI) ALONG THE RUNWAY TO RUNWAY END 13 AND THE STATION ON THE
 GF1009'RIGHT, NEAR THE CENTER OF THE TURNAROUND.  STATION IS 20.6 M (67.6 FT)
 GF1009'NORTH-NORTHEAST OF THE RUNWAY CENTER, 18.3 M (60.0 FT) NORTHWEST OF
 GF1009'THE SOUTHEAST TURNAROUND CENTERLINE, 16.8 M (55.1 FT) SOUTHEAST OF THE
 GF1009'NORTHWEST TURNAROUND CENTERLINE, 7.4 M (24.3 FT) SOUTHWEST OF THE
 GF1009'SOUTHWEST EDGE OF A 2 X 2 FOOT (0.6 M) SQUARE CONCRETE STORM DRAIN,
 GF1009'AND THE STATION IS ABOUT 0.3 M (1.0 FT) BELOW THE RUNWAY LEVEL AND
 GF1009'FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES. NOTE--THE DATUM POINT
 GF1009'IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO A
 GF1009'DEPTH OF 5.4 M, (17.7 FT) IN A GREASE FILLED SLEEVE 0.93 M (3.05 FT)
 GF1009'LONG, ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SURROUNDED BY
 GF1009'CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0987 ***********************************************************************
 HD0987  DESIGNATION -  AVES
 HD0987  PID         -  HD0987
 HD0987  STATE/COUNTY-  MO/CEDAR
 HD0987  USGS QUAD   -  FILLEY (1991)
 HD0987
 HD0987                         *CURRENT SURVEY CONTROL
 HD0987  ___________________________________________________________________
 HD0987* NAD 83(1997)-  37 51 36.92658(N)    093 56 27.57854(W)     ADJUSTED  
 HD0987* NAVD 88     -       296.142  (meters)     971.59   (feet)  ADJUSTED  
 HD0987  ___________________________________________________________________
 HD0987  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 HD0987  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HD0987  DYNAMIC HT  -         295.920 (meters)     970.86  (feet)  COMP
 HD0987  MODELED GRAV-     979,873.0   (mgal)                       NAVD 88
 HD0987
 HD0987  HORZ ORDER  -  SECOND
 HD0987  VERT ORDER  -  SECOND    CLASS 0
 HD0987
 HD0987.The horizontal coordinates were established by classical geodetic methods
 HD0987.and adjusted by the National Geodetic Survey in February 2000..
 HD0987
 HD0987.The orthometric height was determined by differential leveling
 HD0987.and adjusted by the National Geodetic Survey in June 1991..
 HD0987
 HD0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0987
 HD0987.The geoid height was determined by GEOID03.
 HD0987
 HD0987.The dynamic height is computed by dividing the NAVD 88
 HD0987.geopotential number by the normal gravity value computed on the
 HD0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0987.degrees latitude (g = 980.6199 gals.).
 HD0987
 HD0987.The modeled gravity was interpolated from observed gravity values.
 HD0987
 HD0987;                    North         East     Units Scale Factor Converg.
 HD0987;SPC MO W     -   188,087.388   899,189.193   MT  0.99997097   +0 20 35.1
 HD0987;UTM  15      - 4,190,727.661   417,225.784   MT  0.99968439   -0 34 39.2
 HD0987
 HD0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0987!SPC MO W     -   0.99995846  x   0.99997097  =   0.99992943
 HD0987!UTM  15      -   0.99995846  x   0.99968439  =   0.99964286
 HD0987
 HD0987:                Primary Azimuth Mark                     Grid Az
 HD0987:SPC MO W     -  AVES AZ MK                               068 22 12.5
 HD0987:UTM  15      -  AVES AZ MK                               069 17 26.8
 HD0987
 HD0987|---------------------------------------------------------------------|
 HD0987| PID    Reference Object                     Distance      Geod. Az  |
 HD0987|                                                           dddmmss.s |
 HD0987| HD0985 AVES AZ MK                                         0684247.6 |
 HD0987| HD0986 AVES RM 1                            26.332 METERS 09437     |
 HD0987| HD0988 AVES RM 2                            23.323 METERS 26145     |
 HD0987| HE0877 ELDORADO SPRINGS COOP KAMO MST      APPROX.10.1 KM 2724458.6 |
 HD0987| HE0876 ELDORADO SPRINGS SE MUN TANK        APPROX. 6.9 KM 2733848.5 |
 HD0987| HE0878 ELDORADO SPRINGS MFA STACK          APPROX. 7.7 KM 2735106.4 |
 HD0987| HE0879 ELDORADO SPRINGS FARM ASSN TK       APPROX. 7.7 KM 2741736.5 |
 HD0987| HE0875 ELDORADO SPRINGS MUN TANK           APPROX. 7.3 KM 2791540.6 |
 HD0987|---------------------------------------------------------------------|
 HD0987
 HD0987                          SUPERSEDED SURVEY CONTROL
 HD0987
 HD0987  NAD 83(1997)-  37 51 36.92708(N)    093 56 27.57870(W) AD(       ) 2
 HD0987  NAD 83(1997)-  37 51 36.93597(N)    093 56 27.57800(W) AD(       ) 2
 HD0987  NAD 83(1986)-  37 51 36.93688(N)    093 56 27.57656(W) AD(       ) 2
 HD0987  NAD 27      -  37 51 36.81297(N)    093 56 26.80043(W) AD(       ) 2
 HD0987  NGVD 29 (??/??/92)  296.037  (m)          971.25   (f) ADJ UNCH    2 0
 HD0987
 HD0987.Superseded values are not recommended for survey control.
 HD0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0987.See file dsdata.txt to determine how the superseded data were derived.
 HD0987
 HD0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1722690728(NAD 83)
 HD0987_MARKER: DS = TRIANGULATION STATION DISK
 HD0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0987_STAMPING: AVES 1948
 HD0987_MARK LOGO: CGS   
 HD0987_PROJECTION: FLUSH
 HD0987_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0987+STABILITY: SURFACE MOTION
 HD0987
 HD0987  HISTORY     - Date     Condition        Report By
 HD0987  HISTORY     - 1948     MONUMENTED       CGS
 HD0987  HISTORY     - 1962     GOOD             CGS
 HD0987  HISTORY     - 1963     GOOD             NGS
 HD0987  HISTORY     - 1973     MARK NOT FOUND   USE
 HD0987  HISTORY     - 1973     GOOD             NGS
 HD0987  HISTORY     - 19931215 GOOD             MOHC
 HD0987  HISTORY     - 19960304 GOOD             MOHC
 HD0987
 HD0987                          STATION DESCRIPTION
 HD0987
 HD0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HD0987'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF ELDORADO
 HD0987'SPRINGS, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 54.  IT IS
 HD0987'50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 54 AND ON THE
 HD0987'TOP OF AN 8 FOOT BANK.  IT IS SET FLUSH WITH THE GROUND
 HD0987'AND IS STAMPED AVES 1948.
 HD0987'
 HD0987'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 HD0987'NO. 54 AND IS 60 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 54.
 HD0987'IT PROJECTS 3 INCHES AND IS STAMPED AVES NO 1 1948.
 HD0987'
 HD0987'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE, 50
 HD0987'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 54.  IT PROJECTS 3
 HD0987'INCHES AND IS STAMPED AVES NO 2 1948.
 HD0987'
 HD0987'AZIMUTH MARK IS LOCATED 0.85 MILE NORTH AND EAST OF THE STATION,
 HD0987'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 54 AND IS 37 FEET NORTH
 HD0987'OF THE CENTER OF THE HIGHWAY.  IT PROJECTS 2 INCHES AND IS
 HD0987'STAMPED AVES 1948.
 HD0987'
 HD0987'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 54 AND
 HD0987'STATE HIGHWAY NO. 82 AT THE SOUTH EDGE OF ELDORADO SPRINGS,
 HD0987'GO EAST ON U.S. HIGHWAY NO. 54 FOR 4.4 MILES TO THE STATION
 HD0987'ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK, CONTINUE
 HD0987'EAST ON U.S. HIGHWAY NO. 54 FOR 0.85 MILE TO THE MARK ON
 HD0987'THE LEFT AS DESCRIBED.
 HD0987'
 HD0987'A 74 FOOT SIGNAL AT LOGAN IS VISIBLE AT 4 FEET.
 HD0987'
 HD0987'AN 87 FOOT SIGNAL AT MET IS VISIBLE AT 64 FEET.
 HD0987'
 HD0987'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD0987
 HD0987                          STATION RECOVERY (1962)
 HD0987
 HD0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PB)
 HD0987'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HD0987'FOUND IN GOOD CONDITION.  ALL DISTANCES AND DIRECTIONS CHECKED.
 HD0987'THE 1948 DESCRIPTION IS ADEQUATE.
 HD0987
 HD0987                          STATION RECOVERY (1963)
 HD0987
 HD0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HD0987'2.8 MI W FROM CEDAR SPRINGS.
 HD0987'2.8 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION WITH
 HD0987'STATE ROAD DD AND STATE HIGHWAY 39 AT CEDAR SPRINGS, OF 0.1 MILE
 HD0987'EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM THE
 HD0987'STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH ALONG STATE
 HD0987'HIGHWAY 82, THENCE 4.70 MILES EAST ALONG U.S. HIGHWAY 54, IN
 HD0987'SECTION 30, T 36 N, R 27 W, SOUTH OF A CURVE ON THE CREST OF A
 HD0987'HILL, 76.4 FEET EAST OF AVES R.M. 2, 86.3 FEET WEST OF AVES
 HD0987'R.M. 1, 63 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 62 1/2
 HD0987'FEET WEST OF A POWER POLE, 15 FEET NORTH OF A FENCE, ABOUT 12
 HD0987'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HD0987'CONCRETE POST FLUSH WITH THE GROUND.
 HD0987
 HD0987                          STATION RECOVERY (1973)
 HD0987
 HD0987'RECOVERY NOTE BY US ENGINEERS 1973 (RLA)
 HD0987'AVES 1948 NOT RECOVERED - THOROUGH SEARCH.
 HD0987'
 HD0987'REF NO. 2 RECOVERED GOOD - NO WITNESS POST.
 HD0987'
 HD0987'AZ. MARK RECOVERED GOOD - WITH WITNESS POST.
 HD0987'
 HD0987'AVES AND REF MARK NO. 1, APPEAR TO HAVE BEEN LOST.  RECENT DOZING
 HD0987'ALONG RD. BACKSLOPE HAS PROBABLY DESTROYED THEM.
 HD0987'
 HD0987'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES E. OF EL DORADO
 HD0987'SPRINGS.
 HD0987
 HD0987                          STATION RECOVERY (1973)
 HD0987
 HD0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HD0987'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HD0987'RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION OF THE ROUTE
 HD0987'TO REACH THE MARKS IS ADEQUATE.  FOLLOWING ARE ADDITIONAL NOTES AS
 HD0987'THE HIGHWAY HAD BEEN RE-CONSTRUCTED AT THIS AREA.
 HD0987'
 HD0987'THE STATION MARK IS 65 FEET WEST OF A POWER POLE, 63 FEET SOUTH OF
 HD0987'THE CENTER OF US HIGHWAY 54, 14.8 FEET NORTH OF AN EAST-WEST FENCE
 HD0987'AND 1.5 FEET EAST OF A METAL WITNESS POST.
 HD0987'
 HD0987'REFERENCE MARK 1 IS 86 FEET SOUTH OF THE CENTER OF HIGHWAY 54, 23.5
 HD0987'FEET EAST OF THE POWER POLE, 11 FEET NORTH OF THE EAST-WEST FENCE
 HD0987'AND 1 FOOT WEST OF A METAL WITNESS POST.
 HD0987'
 HD0987'REFERENCE MARK 2 IS 63.5 FEET SOUTH OF THE CENTER OF HIGHWAY 54, 1
 HD0987'FOOT NORTH OF THE EAST-WEST FENCE AND THE MARK PROJECTS 2 INCHES
 HD0987'ABOVE THE GROUND SURFACE.
 HD0987'
 HD0987'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF A FIELD APPROACH,
 HD0987'27.5 FEET NORTH OF THE CENTER OF HIGHWAY 54, 1 FOOT EAST OF A METAL
 HD0987'WITNESS POST AND THE MARK PROJECTS 2 INCHES ABOVE THE GROUND
 HD0987'SURFACE.
 HD0987'
 HD0987'NOTE--OBSERVATION WERE NOT MADE AT THIS DATE FOR DISTANCES AND
 HD0987'DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK.
 HD0987'
 HD0987'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES EAST
 HD0987'OF ELDORADO SPRINGS.
 HD0987
 HD0987                          STATION RECOVERY (1993)
 HD0987
 HD0987'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1993 (RSP)
 HD0987'RECOVERED AS DESCRIBED.
 HD0987
 HD0987                          STATION RECOVERY (1996)
 HD0987
 HD0987'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1996 (DW)
 HD0987'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0985 ***********************************************************************
 HD0985  DESIGNATION -  AVES AZ MK
 HD0985  PID         -  HD0985
 HD0985  STATE/COUNTY-  MO/CEDAR
 HD0985  USGS QUAD   -  FILLEY (1991)
 HD0985
 HD0985                         *CURRENT SURVEY CONTROL
 HD0985  ___________________________________________________________________
 HD0985* NAD 83(1986)-  37 51 52.     (N)    093 55 38.     (W)     SCALED    
 HD0985* NAVD 88     -       292.045  (meters)     958.15   (feet)  ADJUSTED  
 HD0985  ___________________________________________________________________
 HD0985  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HD0985  DYNAMIC HT  -         291.826 (meters)     957.43  (feet)  COMP
 HD0985  MODELED GRAV-     979,871.1   (mgal)                       NAVD 88
 HD0985
 HD0985  VERT ORDER  -  SECOND    CLASS 0
 HD0985
 HD0985.The horizontal coordinates were scaled from a topographic map and have
 HD0985.an estimated accuracy of +/- 6 seconds.
 HD0985
 HD0985.The orthometric height was determined by differential leveling
 HD0985.and adjusted by the National Geodetic Survey in June 1991..
 HD0985
 HD0985.The geoid height was determined by GEOID03.
 HD0985
 HD0985.The dynamic height is computed by dividing the NAVD 88
 HD0985.geopotential number by the normal gravity value computed on the
 HD0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0985.degrees latitude (g = 980.6199 gals.).
 HD0985
 HD0985.The modeled gravity was interpolated from observed gravity values.
 HD0985
 HD0985;                    North         East    Units  Estimated Accuracy
 HD0985;SPC MO W     -   188,560.      900,400.      MT  (+/- 180 meters Scaled)
 HD0985
 HD0985                          SUPERSEDED SURVEY CONTROL
 HD0985
 HD0985  NGVD 29 (??/??/92)  291.939  (m)          957.80   (f) ADJ UNCH    2 0
 HD0985
 HD0985.Superseded values are not recommended for survey control.
 HD0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0985.See file dsdata.txt to determine how the superseded data were derived.
 HD0985
 HD0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB184911(NAD 83)
 HD0985_MARKER: DZ = AZIMUTH MARK DISK
 HD0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0985_STAMPING: AVES 1948
 HD0985_MARK LOGO: CGS   
 HD0985_PROJECTION: FLUSH
 HD0985_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0985+STABILITY: SURFACE MOTION
 HD0985
 HD0985  HISTORY     - Date     Condition        Report By
 HD0985  HISTORY     - 1948     MONUMENTED       CGS
 HD0985  HISTORY     - 1963     GOOD             NGS
 HD0985  HISTORY     - 19960304 GOOD             MOHC
 HD0985
 HD0985                          STATION DESCRIPTION
 HD0985
 HD0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0985'2 MI W FROM CEDARS.
 HD0985'1.95 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION WITH
 HD0985'STATE ROAD DD AND STATE HIGHWAY 39 AT CEDAR SPRINGS, IN SECTION
 HD0985'29, T 36 N, R 27 W, NORTHEAST OF AND ACROSS THE HIGHWAY FROM A
 HD0985'STATE HIGHWAY DEPARTMENT STOCK PILE, 39 FEET SOUTHWEST OF A
 HD0985'TELEPHONE POLE, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HD0985'1.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 HD0985'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 HD0985'WITH THE GROUND.
 HD0985
 HD0985                          STATION RECOVERY (1996)
 HD0985
 HD0985'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1996 (DW)
 HD0985'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0986 ***********************************************************************
 HD0986  DESIGNATION -  AVES RM 1
 HD0986  PID         -  HD0986
 HD0986  STATE/COUNTY-  MO/CEDAR
 HD0986  USGS QUAD   -  FILLEY (1991)
 HD0986
 HD0986                         *CURRENT SURVEY CONTROL
 HD0986  ___________________________________________________________________
 HD0986* NAD 83(1986)-  37 51 36.     (N)    093 56 27.     (W)     SCALED    
 HD0986* NAVD 88     -       295.315  (meters)     968.88   (feet)  ADJUSTED  
 HD0986  ___________________________________________________________________
 HD0986  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HD0986  DYNAMIC HT  -         295.094 (meters)     968.15  (feet)  COMP
 HD0986  MODELED GRAV-     979,873.0   (mgal)                       NAVD 88
 HD0986
 HD0986  VERT ORDER  -  SECOND    CLASS 0
 HD0986
 HD0986.The horizontal coordinates were scaled from a topographic map and have
 HD0986.an estimated accuracy of +/- 6 seconds.
 HD0986
 HD0986.The orthometric height was determined by differential leveling
 HD0986.and adjusted by the National Geodetic Survey in June 1991..
 HD0986
 HD0986.The geoid height was determined by GEOID03.
 HD0986
 HD0986.The dynamic height is computed by dividing the NAVD 88
 HD0986.geopotential number by the normal gravity value computed on the
 HD0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0986.degrees latitude (g = 980.6199 gals.).
 HD0986
 HD0986.The modeled gravity was interpolated from observed gravity values.
 HD0986
 HD0986;                    North         East    Units  Estimated Accuracy
 HD0986;SPC MO W     -   188,060.      899,200.      MT  (+/- 180 meters Scaled)
 HD0986
 HD0986                          SUPERSEDED SURVEY CONTROL
 HD0986
 HD0986  NGVD 29 (??/??/92)  295.210  (m)          968.53   (f) ADJ UNCH    2 0
 HD0986
 HD0986.Superseded values are not recommended for survey control.
 HD0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0986.See file dsdata.txt to determine how the superseded data were derived.
 HD0986
 HD0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB172906(NAD 83)
 HD0986_MARKER: DR = REFERENCE MARK DISK
 HD0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0986_STAMPING: AVES NO 1 1948
 HD0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0986+STABILITY: SURFACE MOTION
 HD0986
 HD0986  HISTORY     - Date     Condition        Report By
 HD0986  HISTORY     - 1948     MONUMENTED       CGS
 HD0986  HISTORY     - 1963     GOOD             NGS
 HD0986
 HD0986                          STATION DESCRIPTION
 HD0986
 HD0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0986'2.8 MI W FROM CEDAR SPRINGS.
 HD0986'2.8 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION WITH
 HD0986'STATE ROAD DD AND STATE HIGHWAY 39 AT CEDAR SPRINGS, IN SECTION
 HD0986'30, T 36 N, R 27 W, SOUTH OF A CURVE ON THE CREST OF A HILL,
 HD0986'86.3 FEET EAST OF AVES 1948 TRIANGULATION STATION, 86 FEET SOUTH
 HD0986'OF THE CENTER LINE OF THE HIGHWAY, 23 FEET EAST OF A POWER POLE,
 HD0986'11 1/2 FEET NORTH OF A FENCE, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 HD0986'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0988 ***********************************************************************
 HD0988  DESIGNATION -  AVES RM 2
 HD0988  PID         -  HD0988
 HD0988  STATE/COUNTY-  MO/CEDAR
 HD0988  USGS QUAD   -  FILLEY (1991)
 HD0988
 HD0988                         *CURRENT SURVEY CONTROL
 HD0988  ___________________________________________________________________
 HD0988* NAD 83(1986)-  37 51 36.     (N)    093 56 27.     (W)     SCALED    
 HD0988* NAVD 88     -       296.193  (meters)     971.76   (feet)  ADJUSTED  
 HD0988  ___________________________________________________________________
 HD0988  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HD0988  DYNAMIC HT  -         295.971 (meters)     971.03  (feet)  COMP
 HD0988  MODELED GRAV-     979,873.0   (mgal)                       NAVD 88
 HD0988
 HD0988  VERT ORDER  -  SECOND    CLASS 0
 HD0988
 HD0988.The horizontal coordinates were scaled from a topographic map and have
 HD0988.an estimated accuracy of +/- 6 seconds.
 HD0988
 HD0988.The orthometric height was determined by differential leveling
 HD0988.and adjusted by the National Geodetic Survey in June 1991..
 HD0988
 HD0988.The geoid height was determined by GEOID03.
 HD0988
 HD0988.The dynamic height is computed by dividing the NAVD 88
 HD0988.geopotential number by the normal gravity value computed on the
 HD0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0988.degrees latitude (g = 980.6199 gals.).
 HD0988
 HD0988.The modeled gravity was interpolated from observed gravity values.
 HD0988
 HD0988;                    North         East    Units  Estimated Accuracy
 HD0988;SPC MO W     -   188,060.      899,200.      MT  (+/- 180 meters Scaled)
 HD0988
 HD0988                          SUPERSEDED SURVEY CONTROL
 HD0988
 HD0988  NGVD 29 (??/??/92)  296.088  (m)          971.42   (f) ADJ UNCH    2 0
 HD0988
 HD0988.Superseded values are not recommended for survey control.
 HD0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0988.See file dsdata.txt to determine how the superseded data were derived.
 HD0988
 HD0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB172906(NAD 83)
 HD0988_MARKER: DR = REFERENCE MARK DISK
 HD0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0988_STAMPING: AVES NO 2
 HD0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0988+STABILITY: SURFACE MOTION
 HD0988
 HD0988  HISTORY     - Date     Condition        Report By
 HD0988  HISTORY     - 1948     MONUMENTED       CGS
 HD0988  HISTORY     - 1963     GOOD             NGS
 HD0988
 HD0988                          STATION DESCRIPTION
 HD0988
 HD0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0988'2.8 MI W FROM CEDAR SPRINGS.
 HD0988'2.8 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION WITH
 HD0988'STATE ROAD DD AND STATE HIGHWAY 39 AT CEDAR SPRINGS, IN
 HD0988'SECTION 30, T 38 N, R 27 W, SOUTH OF A CURVE ON THE CREST OF A
 HD0988'HILL, 62 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HD0988'76.4 FEET WEST OF AVES 1948 TRIANGULATION STATION, 1 FOOT NORTH
 HD0988'OF A FENCE, ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 HD0988'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1709 ***********************************************************************
 JC1709  DESIGNATION -  AVIATION BEACON
 JC1709  PID         -  JC1709
 JC1709  STATE/COUNTY-  MO/ST CHARLES
 JC1709  USGS QUAD   -  KAMPVILLE (1994)
 JC1709
 JC1709                         *CURRENT SURVEY CONTROL
 JC1709  ___________________________________________________________________
 JC1709* NAD 83(1997)-  38 46 20.41492(N)    090 31 11.89022(W)     ADJUSTED  
 JC1709* NAVD 88     -                                                        
 JC1709  ___________________________________________________________________
 JC1709  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 JC1709  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JC1709
 JC1709  HORZ ORDER  -  THIRD
 JC1709
 JC1709.The horizontal coordinates were established by classical geodetic methods
 JC1709.and adjusted by the National Geodetic Survey in February 2000..
 JC1709
 JC1709
 JC1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1709
 JC1709.The geoid height was determined by GEOID03.
 JC1709
 JC1709;                    North         East     Units Scale Factor Converg.
 JC1709;SPC MO E     -   326,159.098   248,264.699   MT  0.99993337   -0 00 45.0
 JC1709;UTM  15      - 4,294,434.160   715,451.336   MT  1.00017165   +1 33 13.2
 JC1709
 JC1709                          SUPERSEDED SURVEY CONTROL
 JC1709
 JC1709  NAD 83(1997)-  38 46 20.41559(N)    090 31 11.89067(W) AD(       ) 4
 JC1709  NAD 83(1986)-  38 46 20.42759(N)    090 31 11.88938(W) AD(       ) 4
 JC1709  NAD 27      -  38 46 20.24300(N)    090 31 11.45200(W) AD(       ) 3
 JC1709
 JC1709.Superseded values are not recommended for survey control.
 JC1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1709.See file dsdata.txt to determine how the superseded data were derived.
 JC1709
 JC1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1545194434(NAD 83)
 JC1709_MARKER: 21 = AIRPORT BEACON
 JC1709
 JC1709  HISTORY     - Date     Condition        Report By
 JC1709  HISTORY     - 1931     FIRST OBSERVED   CGS
 JC1709
 JC1709                          STATION DESCRIPTION
 JC1709
 JC1709'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0928 ***********************************************************************
 HE0928  DESIGNATION -  AVILLA
 HE0928  PID         -  HE0928
 HE0928  STATE/COUNTY-  MO/JASPER
 HE0928  USGS QUAD   -  LA RUSSELL (1971)
 HE0928
 HE0928                         *CURRENT SURVEY CONTROL
 HE0928  ___________________________________________________________________
 HE0928* NAD 83(1997)-  37 11 41.35077(N)    094 06 48.00871(W)     ADJUSTED  
 HE0928* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 HE0928  ___________________________________________________________________
 HE0928  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HE0928  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 HE0928
 HE0928  HORZ ORDER  -  SECOND
 HE0928
 HE0928.The horizontal coordinates were established by classical geodetic methods
 HE0928.and adjusted by the National Geodetic Survey in February 2000..
 HE0928
 HE0928.The orthometric height was scaled from a topographic map.
 HE0928
 HE0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0928
 HE0928.The geoid height was determined by GEOID03.
 HE0928
 HE0928;                    North         East     Units Scale Factor Converg.
 HE0928;SPC MO W     -   114,159.174   884,327.673   MT  0.99995569   +0 14 01.5
 HE0928;UTM  15      - 4,117,065.088   401,191.380   MT  0.99972027   -0 40 23.1
 HE0928
 HE0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0928!SPC MO W     -   0.99994989  x   0.99995569  =   0.99990558
 HE0928!UTM  15      -   0.99994989  x   0.99972027  =   0.99967018
 HE0928
 HE0928:                Primary Azimuth Mark                     Grid Az
 HE0928:SPC MO W     -  AVILLA AZ MK                             088 47 33.8
 HE0928:UTM  15      -  AVILLA AZ MK                             089 41 58.4
 HE0928
 HE0928|---------------------------------------------------------------------|
 HE0928| PID    Reference Object                     Distance      Geod. Az  |
 HE0928|                                                           dddmmss.s |
 HE0928| CM3812 AVILLA AZ MK                                       0890135.3 |
 HE0928| CM3813 AVILLA RM 1                          19.018 METERS 09206     |
 HE0928| HE0942 CARTHAGE MUNICIPAL TANK             APPROX.18.2 KM 2554550.1 |
 HE0928| HE0945 CARTHAGE NEW MUNICIPAL TANK         APPROX.18.4 KM 2602638.6 |
 HE0928| HE0949 CARTHAGE JASPER COUNTY CTHSE ANTENN APPROX.17.6 KM 2632618.0 |
 HE0928| CM3814 AVILLA RM 2                          20.401 METERS 27330     |
 HE0928| HE0924 GOLDEN CITY ATT MICROWAVE TWR       APPROX.19.5 KM 3464735.7 |
 HE0928|---------------------------------------------------------------------|
 HE0928
 HE0928                          SUPERSEDED SURVEY CONTROL
 HE0928
 HE0928  NAD 83(1997)-  37 11 41.35142(N)    094 06 48.00871(W) AD(       ) 2
 HE0928  NAD 83(1997)-  37 11 41.36044(N)    094 06 48.01122(W) AD(       ) 2
 HE0928  NAD 83(1986)-  37 11 41.36364(N)    094 06 48.00710(W) AD(       ) 2
 HE0928  NAD 27      -  37 11 41.15990(N)    094 06 47.23080(W) AD(       ) 2
 HE0928
 HE0928.Superseded values are not recommended for survey control.
 HE0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0928.See file dsdata.txt to determine how the superseded data were derived.
 HE0928
 HE0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0119117065(NAD 83)
 HE0928_MARKER: DS = TRIANGULATION STATION DISK
 HE0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0928+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 HE0928
 HE0928  HISTORY     - Date     Condition        Report By
 HE0928  HISTORY     - 1960     MONUMENTED       CGS
 HE0928  HISTORY     - 20060606 GOOD             MODNR
 HE0928
 HE0928                          STATION DESCRIPTION
 HE0928
 HE0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0928'THE STATION IS APPROXIMATELY 4-1/2 MILES NORTHWEST OF LARUSSELL,
 HE0928'3/4 MILE EAST OF AVILLA, AND IN THE NORTHEAST QUARTER OF SECTION
 HE0928'32, T 29 N, R 29 W. AND ON THE SOUTH RIGHT-OF-WAY OF HIGHWAY 66.
 HE0928'
 HE0928'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 HE0928'STATE HIGHWAY 37 IN THE EAST EDGE OF AVILLA, GO EAST ON HIGHWAY 66
 HE0928'FOR 0.8 MILE TO A WOODS ROAD AND THE STATION ON THE RIGHT.
 HE0928'
 HE0928'STATION MARKS ARE STANDARD DISKS STAMPED AVILLA 1960.  THE
 HE0928'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HE0928'SURFACE OF THE GROUND.  IT IS 62 FEET SOUTH OF THE CENTER LINE
 HE0928'OF HIGHWAY 66, 25 FEET WEST OF THE CENTER OF THE WOODS ROAD,
 HE0928'18.5 FEET NORTHWEST OF THREE-TRUNK TREE AND 2 FEET SOUTHEAST
 HE0928'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 HE0928'AN IRREGULAR MASS OF CONCRETE 26 INCHES BELOW THE SURFACE
 HE0928'OF THE GROUND.
 HE0928'
 HE0928'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AVILLA NO 1 1960,
 HE0928'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HE0928'GROUND.  IT IS 62 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 66,
 HE0928'42 FEET EAST OF THE CENTER OF THE WOODS ROAD AND 5 FEET
 HE0928'NORTHWEST OF A 5-INCH OAK TREE.
 HE0928'
 HE0928'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AVILLA NO 2 1960, IS
 HE0928'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HE0928'GROUND.  IT IS 87 FEET WEST OF THE CENTER OF THE WOODS ROAD AND
 HE0928'61 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 66.
 HE0928'
 HE0928'AZIMUTH MARK, A STANDARD DISK STAMPED AVILLA 1960, IS SET IN A
 HE0928'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 57 FEET
 HE0928'NORTH OF THE CENTER LINE OF HIGHWAY 66, 3.5 FEET SOUTHWEST OF A
 HE0928'METAL WITNESS POST AND 1.5 FEET SOUTH OF A POWER POLE WITH A
 HE0928'TRANSFORMER.
 HE0928'
 HE0928'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 66
 HE0928'FOR 0.5 MILE TO AZIMUTH MARK ON THE LEFT NEAR A POWER POLE WITH
 HE0928'A TRANSFORMER.
 HE0928'
 HE0928'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
 HE0928'
 HE0928'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HE0928
 HE0928                          STATION RECOVERY (2006)
 HE0928
 HE0928'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE0928'STATION WAS RECOVERED UNDER HEAVY TREE COVER. THE AZIMUTH MARK WAS
 HE0928'RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1039 ***********************************************************************
 KD1039  DESIGNATION -  AXTELL
 KD1039  PID         -  KD1039
 KD1039  STATE/COUNTY-  MO/MACON
 KD1039  USGS QUAD   -  AXTELL (1979)
 KD1039
 KD1039                         *CURRENT SURVEY CONTROL
 KD1039  ___________________________________________________________________
 KD1039* NAD 83(1997)-  39 49 34.86629(N)    092 28 25.46874(W)     ADJUSTED  
 KD1039* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 KD1039  ___________________________________________________________________
 KD1039  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 KD1039  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KD1039
 KD1039  HORZ ORDER  -  SECOND
 KD1039
 KD1039.The horizontal coordinates were established by classical geodetic methods
 KD1039.and adjusted by the National Geodetic Survey in February 2000..
 KD1039
 KD1039.The orthometric height was scaled from a topographic map.
 KD1039
 KD1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1039
 KD1039.The geoid height was determined by GEOID03.
 KD1039
 KD1039;                    North         East     Units Scale Factor Converg.
 KD1039;SPC MO C     -   443,169.372   502,247.850   MT  0.99993340   +0 01 00.5
 KD1039;UTM  15      - 4,408,616.714   545,034.980   MT  0.99962497   +0 20 13.4
 KD1039
 KD1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1039!SPC MO C     -   0.99996220  x   0.99993340  =   0.99989560
 KD1039!UTM  15      -   0.99996220  x   0.99962497  =   0.99958719
 KD1039
 KD1039|---------------------------------------------------------------------|
 KD1039| PID    Reference Object                     Distance      Geod. Az  |
 KD1039|                                                           dddmmss.s |
 KD1039| CL8866 AXTELL RM 1                          30.233 METERS 02209     |
 KD1039| KD1036 AXTELL 2                             20.638 METERS 07101     |
 KD1039| CL8867 AXTELL RM 2                          46.388 METERS 16052     |
 KD1039| KD1037 CWA 781                             261.799 METERS 17147     |
 KD1039| CL8865 AXTELL AZ MK                                       3460219.3 |
 KD1039|---------------------------------------------------------------------|
 KD1039
 KD1039                          SUPERSEDED SURVEY CONTROL
 KD1039
 KD1039  NAD 83(1997)-  39 49 34.86949(N)    092 28 25.47575(W) AD(       ) 2
 KD1039  NAD 83(1986)-  39 49 34.87106(N)    092 28 25.47752(W) AD(       ) 2
 KD1039  NAD 27      -  39 49 34.75190(N)    092 28 24.80320(W) AD(       ) 2
 KD1039
 KD1039.Superseded values are not recommended for survey control.
 KD1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1039.See file dsdata.txt to determine how the superseded data were derived.
 KD1039
 KD1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE4503508617(NAD 83)
 KD1039_MARKER: DS = TRIANGULATION STATION DISK
 KD1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1039
 KD1039  HISTORY     - Date     Condition        Report By
 KD1039  HISTORY     - 1949     MONUMENTED       CGS
 KD1039  HISTORY     - 1957     GOOD             CGS
 KD1039
 KD1039                          STATION DESCRIPTION
 KD1039
 KD1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1039'STATION IS LOCATED ABOUT 6 MILES NORTH OF MACON AND 5 MILES SOUTH
 KD1039'OF ATLANTA.  STATION IS 71 FEET EAST OF RAILROAD TRACK AND 37 FEET
 KD1039'WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 63.  THE
 KD1039'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED AXTELL 1948.
 KD1039'
 KD1039'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF POWER POLE, 30 FEET
 KD1039'EAST OF THE CENTERLINE OF U.S. HIGHWAY 63 AND 1 FOOT WEST OF
 KD1039'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 KD1039'AXTELL NO 1 1948.
 KD1039'
 KD1039'REFERENCE MARK NO. 2 IS 92 FEET EAST OF RAILROAD TRACK, 39 FEET
 KD1039'WEST OF THE CENTERLINE OF U.S. HIGHWAY 63 AND 2 FEET EAST OF
 KD1039'A LARGE BILLBOARD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 KD1039'DISK IS STAMPED AXTELL NO 2 1948.
 KD1039'
 KD1039'AZIMUTH MARK IS 48 FEET WEST SOUTHWEST OF THE CENTERLINE OF
 KD1039'U.S. HIGHWAY 63, 31 FEET EAST NORTHEAST OF RAILROAD TRACK AND
 KD1039'3.5 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 KD1039'ABOUT 6 INCHES AND THE DISK IS STAMPED AXTELL 1948.
 KD1039'
 KD1039'A TRAVERSE CONNECTION WAS MADE TO BM 781 (USGS) (CWA) 1934.  IT
 KD1039'IS 52 FEET EAST OF RAILROAD TRACK, 23 FEET EAST OF A TELEPHONE
 KD1039'POLE AND 13 FEET WEST OF THE SOUTHWEST CORNER OF A TILE
 KD1039'BUILDING.  THE DISK IS SET IN A CONCRETE POST WHICH PROJECTS ABOUT
 KD1039'1 FOOT AND IS STAMPED CWA 781 1934.
 KD1039'
 KD1039'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 63 IN THE
 KD1039'NORTHEAST EDGE OF MACON GO NORTH ON U.S. HIGHWAY 63 FOR 5.2
 KD1039'MILES TO BENCH MARK ON LEFT OR WEST SIDE OF HIGHWAY AS DESCRIBED.
 KD1039'CONTINUE NORTH ON U.S. HIGHWAY 63 FOR 0.2 MILE TO STATION
 KD1039'ON LEFT OR WEST SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE NORTH
 KD1039'FOR 0.5 MILE TO AZIMUTH MARK ON LEFT OR WEST SIDE OF HIGHWAY AS
 KD1039'DESCRIBED.
 KD1039'
 KD1039'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD1039
 KD1039                          STATION RECOVERY (1957)
 KD1039
 KD1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KD1039'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KD1039'GOOD CONDITION.  ROAD CONSTRUCTION ON U.S. HIGHWAY 63 WILL DESTROY
 KD1039'THE STATION AND REFERENCE MARKS.  THEY WERE MOVED AND AXTELL
 KD1039'2 WAS ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF AXTELL
 KD1039'2 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1040 ***********************************************************************
 KD1040  DESIGNATION -  AXTELL
 KD1040  PID         -  KD1040
 KD1040  STATE/COUNTY-  MO/MACON
 KD1040  USGS QUAD   -  ATLANTA (1979)
 KD1040
 KD1040                         *CURRENT SURVEY CONTROL
 KD1040  ___________________________________________________________________
 KD1040* NAD 83(1997)-  39 57 13.41406(N)    092 28 48.99211(W)     ADJUSTED  
 KD1040* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 KD1040  ___________________________________________________________________
 KD1040  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 KD1040  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KD1040
 KD1040  HORZ ORDER  -  THIRD
 KD1040
 KD1040.The horizontal coordinates were established by classical geodetic methods
 KD1040.and adjusted by the National Geodetic Survey in February 2000..
 KD1040
 KD1040.The orthometric height was scaled from a topographic map.
 KD1040
 KD1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1040
 KD1040.The geoid height was determined by GEOID03.
 KD1040
 KD1040;                    North         East     Units Scale Factor Converg.
 KD1040;SPC MO C     -   457,310.984   501,685.368   MT  0.99993337   +0 00 45.6
 KD1040;UTM  15      - 4,422,750.591   544,393.559   MT  0.99962426   +0 20 01.5
 KD1040
 KD1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1040!SPC MO C     -   0.99996064  x   0.99993337  =   0.99989401
 KD1040!UTM  15      -   0.99996064  x   0.99962426  =   0.99958492
 KD1040
 KD1040|---------------------------------------------------------------------|
 KD1040| PID    Reference Object                     Distance      Geod. Az  |
 KD1040|                                                           dddmmss.s |
 KD1040| CL9805 LOVE RM 1                            26.518 METERS 20309     |
 KD1040| CL9806 LOVE RM 2                            30.523 METERS 28923     |
 KD1040| CL9803 LOVE AZ MK                                         3082328.4 |
 KD1040| CL9804 LOVE AZ MK 2                                       3083823.7 |
 KD1040| LE0467 LA PLATA MUNICIPAL TANK             APPROX. 7.8 KM 3541837.6 |
 KD1040|---------------------------------------------------------------------|
 KD1040
 KD1040                          SUPERSEDED SURVEY CONTROL
 KD1040
 KD1040  NAD 83(1997)-  39 57 13.41552(N)    092 28 48.99841(W) AD(       ) 3
 KD1040  NAD 83(1986)-  39 57 13.41838(N)    092 28 49.00151(W) AD(       ) 3
 KD1040  NAD 27      -  39 57 13.29270(N)    092 28 48.32520(W) AD(       ) 3
 KD1040
 KD1040.Superseded values are not recommended for survey control.
 KD1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1040.See file dsdata.txt to determine how the superseded data were derived.
 KD1040
 KD1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE4439422751(NAD 83)
 KD1040_MARKER: DS = TRIANGULATION STATION DISK
 KD1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1040
 KD1040  HISTORY     - Date     Condition        Report By
 KD1040  HISTORY     - 1949     MONUMENTED       CGS
 KD1040  HISTORY     - 1966     GOOD             CGS
 KD1040  HISTORY     - 1973     GOOD             MSHD
 KD1040
 KD1040                          STATION DESCRIPTION
 KD1040
 KD1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1040'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF LA PLATA, ABOUT 4
 KD1040'MILES NORTH OF ATLANTA, ON PROPERTY OWNED BY MR. CLARK MASON.  IT
 KD1040'IS 65 FEET NORTH-NORTHEAST OF A TRIANGLE BLAZED TELEPHONE POLE, 42
 KD1040'FEET WEST OF A NORTH-SOUTH DIRT ROAD, 33 FEET EAST OF THE
 KD1040'CENTERLINE OF U.S. HIGHWAY 63, AND 15 FEET WEST OF A HEDGEROW.
 KD1040'THE DISK IS STAMPED LOVE 1948 AND IS SET FLUSH WITH THE GROUND.
 KD1040'(NOTE- THIS STATION WAS BUILT IN 1948 BUT WAS NOT OCCUPIED
 KD1040'UNTIL 1949.)
 KD1040'
 KD1040'REFERENCE MARK NO. 1 IS 31 FEET WEST OF THE CENTERLINE OF THE
 KD1040'HIGHWAY, 4 FEET NORTH OF A TELEPHONE POLE, AND 1 FOOT EAST OF THE
 KD1040'RIGHT-OF-WAY FENCELINE.  THE DISK IS STAMPED LOVE NO 1 1948 AND
 KD1040'PROJECTS 3 INCHES.
 KD1040'
 KD1040'REFERENCE MARK NO. 2 IS 31 FEET WEST OF THE CENTERLINE OF THE
 KD1040'HIGHWAY, 6 FEET SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT EAST OF
 KD1040'THE FENCELINE.  THE DISK IS STAMPED LOVE NO 2 1948 AND IS SET FLUSH
 KD1040'WITH THE GROUND.
 KD1040'
 KD1040'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 KD1040'DIRT ROAD, 33 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 63, 21
 KD1040'FEET SOUTH OF A TELEPHONE POLE, AND 2.3 FEET EAST OF A WITNESS
 KD1040'POST.  THE DISK IS STAMPED LOVE 1948 AND PROJECTS 4 INCHES.
 KD1040'
 KD1040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND MACON
 KD1040'COUNTY M IN ATLANTA, GO NORTH ON HIGHWAY 63 FOR 3.85 MILES TO THE
 KD1040'STATION ON THE RIGHT.
 KD1040'
 KD1040'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST ON
 KD1040'THE HIGHWAY FOR 0.35 MILE TO THE MARK ON THE LEFT.
 KD1040'
 KD1040'A 100 FOOT SIGNAL AT ATLANTA 1949 IS VISIBLE AT 64 FEET.
 KD1040'
 KD1040'A 100 FOOT SIGNAL AT ELMER 1948 IS VISIBLE AT 37 FEET.
 KD1040'
 KD1040'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD1040
 KD1040                          STATION RECOVERY (1966)
 KD1040
 KD1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1040'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, WERE
 KD1040'RECOVERED AS DESCRIBED IN 1949 AND FOUND IN GOOD CONDITION.  THE
 KD1040'AZIMUTH MARK WAS FOUND DESTROYED.  THE TO REACH THE STATION WAS
 KD1040'FOUND ADEQUATE, BUT THE STATION IS ALONG OLD U.S. HIGHWAY 63, NEW
 KD1040'U.S. HIGHWAY 63 IS ABOUT 0.5 MILE EAST.
 KD1040'
 KD1040'A NEW AZIMUTH MARK WAS SET.
 KD1040'
 KD1040'FOLLOWING IS A NEW DESCRIPTION FOR THE AZIMUTH MARK.
 KD1040'
 KD1040'AZIMUTH MARK, A STANDARD DISK STAMPED LOVE 1949 AZ. 2 1966, IS SET
 KD1040'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 KD1040'OF THE GROUND.  IT IS 34.5 FEET WEST OF THE CENTER OF OLD U.S.
 KD1040'HIGHWAY 63, 33 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 3 FEET
 KD1040'SOUTH-SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A METAL
 KD1040'WITNESS POST.
 KD1040'
 KD1040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON OLD
 KD1040'U.S. HIGHWAY 63 FOR 0.4 MILE TO THE MARK ON THE LEFT.
 KD1040'
 KD1040'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 KD1040'
 KD1040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES NORTH OF
 KD1040'ATLANTA.
 KD1040
 KD1040                          STATION RECOVERY (1973)
 KD1040
 KD1040'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (NP)
 KD1040'STATION MARK LOVE RECOVERED GOOD.
 KD1040'
 KD1040'AZIMUTH MARK RECOVERED GOOD.
 KD1040'
 KD1040'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 KD1040'ATLANTA, 5 MILES SOUTH OF LAPLATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1036 ***********************************************************************
 KD1036  DESIGNATION -  AXTELL 2
 KD1036  PID         -  KD1036
 KD1036  STATE/COUNTY-  MO/MACON
 KD1036  USGS QUAD   -  AXTELL (1979)
 KD1036
 KD1036                         *CURRENT SURVEY CONTROL
 KD1036  ___________________________________________________________________
 KD1036* NAD 83(1997)-  39 49 35.08394(N)    092 28 24.64807(W)     ADJUSTED  
 KD1036* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 KD1036  ___________________________________________________________________
 KD1036  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 KD1036  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KD1036
 KD1036  HORZ ORDER  -  THIRD
 KD1036
 KD1036.The horizontal coordinates were established by classical geodetic methods
 KD1036.and adjusted by the National Geodetic Survey in February 2000..
 KD1036.No horizontal observational check was made to the station.
 KD1036
 KD1036.The orthometric height was scaled from a topographic map.
 KD1036
 KD1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1036
 KD1036.The geoid height was determined by GEOID03.
 KD1036
 KD1036;                    North         East     Units Scale Factor Converg.
 KD1036;SPC MO C     -   443,176.090   502,267.363   MT  0.99993340   +0 01 01.1
 KD1036;UTM  15      - 4,408,623.539   545,054.448   MT  0.99962499   +0 20 13.9
 KD1036
 KD1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1036!SPC MO C     -   0.99996220  x   0.99993340  =   0.99989560
 KD1036!UTM  15      -   0.99996220  x   0.99962499  =   0.99958721
 KD1036
 KD1036|---------------------------------------------------------------------|
 KD1036| PID    Reference Object                     Distance      Geod. Az  |
 KD1036|                                                           dddmmss.s |
 KD1036| CL8868 AXTELL 2 RM 4                        13.220 METERS 16112     |
 KD1036| KD1039 AXTELL                               20.638 METERS 25101     |
 KD1036| AI0792 AXTELL 2 AZ MK 2                                   34430     |
 KD1036| CL8865 AXTELL AZ MK                                       3443305.7 |
 KD1036| AI9045 AXTELL 2 RM 3                        11.822 METERS 34710     |
 KD1036|---------------------------------------------------------------------|
 KD1036
 KD1036                          SUPERSEDED SURVEY CONTROL
 KD1036
 KD1036  NAD 83(1997)-  39 49 35.08713(N)    092 28 24.65508(W) AD(       ) 3
 KD1036  NAD 83(1986)-  39 49 35.08871(N)    092 28 24.65686(W) AD(       ) 3
 KD1036  NAD 27      -  39 49 34.96950(N)    092 28 23.98250(W) AD(       ) 3
 KD1036
 KD1036.Superseded values are not recommended for survey control.
 KD1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1036.See file dsdata.txt to determine how the superseded data were derived.
 KD1036
 KD1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE4505408624(NAD 83)
 KD1036_MARKER: DS = TRIANGULATION STATION DISK
 KD1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1036_MARK LOGO: CGS   
 KD1036_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KD1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1036+STABILITY: SURFACE MOTION
 KD1036
 KD1036  HISTORY     - Date     Condition        Report By
 KD1036  HISTORY     - 1957     MONUMENTED       CGS
 KD1036  HISTORY     - 1966     GOOD             CGS
 KD1036  HISTORY     - 1973     GOOD             MSHD
 KD1036  HISTORY     - 1980     GOOD             NGS
 KD1036  HISTORY     - 19800101 GOOD             NGS
 KD1036  HISTORY     - 20040414 POOR             MODNR
 KD1036
 KD1036                          STATION DESCRIPTION
 KD1036
 KD1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KD1036'STATION IS LOCATED ABOUT 6 MILES NORTH OF MACON AND 5 MILES
 KD1036'SOUTH OF ATLANTA, 135 FEET EAST OF THE WABASH RAILROAD TRACKS,
 KD1036'63 FEET EAST OF THE CENTER OF NEW U.S. HIGHWAY 63, 47 FEET
 KD1036'NORTH OF A TELEPHONE MARKER POST, AND 42 FEET SOUTH OF A POWER
 KD1036'POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KD1036'AXTELL 2 1957.
 KD1036'
 KD1036'REFERENCE MARK NO. 3 IS 61 FEET EAST OF THE CENTER OF NEW U.S.
 KD1036'HIGHWAY 63 AND 2 FEET SOUTHWEST OF POWER POLE.  THE MARK
 KD1036'PROJECTS 2 INCHES AND THE DISK IS STAMPED AXTELL 2 NO 3 1957.
 KD1036'
 KD1036'REFERENCE MARK NO. 4 IS 68 FEET EAST OF THE CENTER OF NEW U.S.
 KD1036'HIGHWAY 63 AND 3 FEET NORTH OF TELEPHONE MARKER POLE.  THE
 KD1036'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED AXTELL 2 NO 4
 KD1036'1957.
 KD1036'
 KD1036'AZIMUTH MARK IS 48 FEET WEST-SOUTHWEST OF THE CENTER OF U.S.
 KD1036'HIGHWAY 63, 31 FEET EAST-NORTHEAST OF THE WABASH R.R. TRACKS,
 KD1036'AND 3.5 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 KD1036'6 INCHES AND THE DISK IS STAMPED AXTELL 1948.
 KD1036'
 KD1036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 KD1036'63 IN THE NORTHEAST EDGE OF MACON, GO NORTH ON U.S. HIGHWAY
 KD1036'63 FOR 5.2 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 KD1036'
 KD1036'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 KD1036'HIGHWAY 63 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KD1036'
 KD1036'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1036
 KD1036                          STATION RECOVERY (1966)
 KD1036
 KD1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1036'STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, WERE
 KD1036'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 KD1036'MARK WAS FOUND DESTROYED.  THE DISTANCE TO REFERENCE MARK NO. 3
 KD1036'WAS VERIFIED BUT THE DIRECTION DID NOT CHECK.  THE DISTANCE TO
 KD1036'REFERENCE MARK NO. 4 MISSED BY 0.036 METER AND THE DIRECTION
 KD1036'DID NOT CHECK, AND THE MARK PROBABLY HAS BEEN DISTURBED.
 KD1036'
 KD1036'A NEW AZIMUTH MARK WAS SET.
 KD1036'
 KD1036'FOLLOWING IS A NEW DESCRIPTION.
 KD1036'
 KD1036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 KD1036'63 AT THE NORTH EDGE OF MACON, GO NORTH ON U.S. HIGHWAY 63 FOR
 KD1036'5.45 MILES TO THE STATION ON THE RIGHT.  (CONTINUE NORTH ON
 KD1036'U.S. HIGHWAY 63 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 KD1036'
 KD1036'STATION SURFACE MARK, A STANDARD DISK STAMPED AXTELL 2 1957,
 KD1036'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KD1036'THE SURFACE OF THE GROUND.  IT IS 63 FEET EAST OF THE CENTER OF
 KD1036'U.S. HIGHWAY 63, 47 FEET NORTH OF A TELEPHONE MARKER POST, 42
 KD1036'FEET SOUTH OF A POWERLINE POLE, AND 1.5 FEET SOUTHEAST OF A
 KD1036'METAL WITNESS POST.
 KD1036'
 KD1036'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED AXTELL 2 NO. 3
 KD1036'1957, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 KD1036'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 61 FEET EAST OF
 KD1036'THE CENTER OF U.S. HIGHWAY 63, AND 2 FEET SOUTHWEST OF A POWERLINE
 KD1036'POLE.
 KD1036'
 KD1036'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED AXTELL 2 NO. 4
 KD1036'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 KD1036'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 68 FEET EAST OF THE
 KD1036'CENTER OF U.S. HIGHWAY 63 AND 3 FEET NORTH OF THE TELEPHONE MARKER
 KD1036'POLE.
 KD1036'
 KD1036'AZIMUTH MARK, A STANDARD DISK STAMPED AXTELL 2 1957 AZ. 2 1966,
 KD1036'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 KD1036'INCHES.  IT IS 48 FEET WEST-SOUTHWEST OF THE CENTER OF U.S.
 KD1036'HIGHWAY 63, 31 FEET EAST-NORTHEAST OF EAST RAIL OF RAILROAD
 KD1036'TRACK, 3.5 FEET SOUTHEAST OF A TELEPHONE POLE, AND 1.5 FEET
 KD1036'NORTH OF A METAL WITNESS POST.
 KD1036'
 KD1036'NOTE- THE UNDERGROUND STATION MARK WAS NOT INSPECTED.
 KD1036'
 KD1036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES
 KD1036'NORTH OF MACON.
 KD1036
 KD1036                          STATION RECOVERY (1973)
 KD1036
 KD1036'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (NP)
 KD1036'STATION MARK AXTELL NO. 2 RECOVERED GOOD.
 KD1036'
 KD1036'AZIMUTH MARK NOT SEARCHED FOR.
 KD1036'
 KD1036'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH OF MACON.
 KD1036
 KD1036                          STATION RECOVERY (1980)
 KD1036
 KD1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KD1036'THE SURFACE STATION MARK, REFERENCE MARK 3 AND THE UNDERGROUND MARK
 KD1036'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 4 WAS FOUND
 KD1036'DESTROYED.  REFERENCE MARK 5 WAS ESTABLISHED.  THE DIRECTION TO
 KD1036'REFERENCE MARK 3 WAS 5 MINUTES, 18 SECONDS SMALLER THAN 1966 DATA AND
 KD1036'THE DISTANCE WAS 0.017 METER LONGER.  THE OBSERVED DIRECTION TO THE
 KD1036'MACON S MUN TANK WAS 09.0 SECONDS LARGER THAN AN INVERSED DIRECTION,
 KD1036'USING A FIELD GEOGRAPHIC POSITION FOR THE TANK.  THE TANK AND MAST
 KD1036'OBSERVED UPON IN 1966 ARE NO LONGER VISIBLE.  A NEW DESCRIPTION
 KD1036'FOLLOWS.
 KD1036'
 KD1036'THE STATION IS ABOUT 6 MILES NORTH OF MACON, 5 MILES SOUTH OF
 KD1036'ATLANTA AND ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 63.
 KD1036'
 KD1036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 63,
 KD1036'AT MACON, GO NORTH ON HIGHWAY 63 FOR 5.5 MILES TO THE STATION ON THE
 KD1036'RIGHT.
 KD1036'
 KD1036'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON THE
 KD1036'HIGHWAY FOR 0.5 MILE TO THE MARK ON THE LEFT.
 KD1036'
 KD1036'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---AXTELL 2 1957---
 KD1036'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 63.0
 KD1036'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 46.8 FEET NORTH OF A
 KD1036'BURIED CABLE SIGN POLE, 42.5 FEET SOUTH OF A GUYED POWERLINE POLE AND
 KD1036'1.5 FEET NORTH OF A METAL WITNESS POST.  REBAR WAS DRIVEN ALONGSIDE
 KD1036'THE MARK.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KD1036'
 KD1036'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---AXTELL 2 NO 3 1957---
 KD1036'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 61.0
 KD1036'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 40.5 FEET NORTH OF THE
 KD1036'WITNESS POST AND 3.0 FEET SOUTH OF A THE GUYED POWERLINE POLE.  REBAR
 KD1036'WAS DRIVEN ALONGSIDE THE MARK.
 KD1036'
 KD1036'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---AXTELL 2 1957 NO 5
 KD1036'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 KD1036'68.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 42.0 FEET SOUTH OF
 KD1036'THE WITNESS POST AND 4.5 FEET NORTHEAST OF THE BURIED CABLE SIGN
 KD1036'POLE.  REBAR WAS PLACED IN THE MONUMENT.
 KD1036'
 KD1036'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---AXTELL 2 1957 AZ 2
 KD1036'1966--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6
 KD1036'INCHES.  IT IS 48.0 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 KD1036'HIGHWAY, 31.0 FEET EAST-NORTHEAST OF THE EAST RAIL OF A RAILROAD AND
 KD1036'1.5 FEET NORTH OF A WITNESS POST.  REBAR WAS DRIVEN ALONGSIDE THE
 KD1036'MARK.
 KD1036
 KD1036                          STATION RECOVERY (1980)
 KD1036
 KD1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KD1036'THE SURFACE STATION MARK, REFERENCE MARK 3 AND THE UNDERGROUND MARK
 KD1036'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 4 WAS FOUND
 KD1036'DESTROYED.  REFERENCE MARK 5 WAS ESTABLISHED.  THE DIRECTION TO
 KD1036'REFERENCE MARK 3 WAS 5 MINUTES, 18 SECONDS SMALLER THAN 1966 DATA AND
 KD1036'THE DISTANCE WAS 0.017 M (0.056 FT) LONGER.  THE OBSERVED DIRECTION TO
 KD1036'THE MACON S MUN TANK WAS 09.0 SECONDS LARGER THAN AN INVERSED
 KD1036'DIRECTION, USING A FIELD GEOGRAPHIC POSITION FOR THE TANK.  THE TANK
 KD1036'AND MAST OBSERVED UPON IN 1966 ARE NO LONGER VISIBLE.  A NEW
 KD1036'DESCRIPTION FOLLOWS.  THE STATION IS ABOUT 6 MI (9.7 KM) NORTH OF
 KD1036'MACON, 5 MI (8.0 KM) SOUTH OF ATLANTA AND ON THE EAST RIGHT-OF-WAY OF
 KD1036'US HIGHWAY 63.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 KD1036'36 AND 63, AT MACON, GO NORTH ON HIGHWAY 63 FOR 5.5 MI (8.9 KM) TO THE
 KD1036'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 KD1036'CONTINUE NORTH ON THE HIGHWAY FOR 0.5 MI (0.8 KM) TO THE MARK ON THE
 KD1036'LEFT.  SURFACE STATION MARK IS A STANDARD DISK, STAMPED AXTELL 2 1957,
 KD1036'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 63.0 FT
 KD1036'(19.2 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 46.8 FT (14.3 M) NORTH
 KD1036'OF A BURIED CABLE SIGN POLE, 42.5 FT (13.0 M) SOUTH OF A GUYED
 KD1036'POWERLINE POLE AND 1.5 FT (0.5 M) NORTH F A METAL WITNESS POST.  REBAR
 KD1036'WAS DRIVEN ALONGSIDE THE MARK.  THE UNDERGROUND MARK WAS NOT
 KD1036'INSPECTED.  REFERENCE MARK 3 IS A STANDARD DISK, STAMPED AXTELL 2 NO 3
 KD1036'1957, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS
 KD1036'61.0 FT (18.6 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 40.5 FT (12.3
 KD1036'M) NORTH OF THE WITNESS POST AND 3.0 FT (0.9 M) SOUTH OF A THE GUYED
 KD1036'POWERLINE POLE.  REBAR WAS DRIVEN ALONGSIDE THE MARK. REFERENCE MARK 5
 KD1036'IS A STANDARD DISK, STAMPED AXTELL 2 1957 NO 5 1980, SET IN THE TOP OF
 KD1036'A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 68.0 FT (20.7 M) EAST OF
 KD1036'THE CENTERLINE OF THE HIGHWAY, 42.0 FT (12.8 M) SOUTH OF THE WITNESS
 KD1036'POST AND 4.5 FT (1.4 M) NORTHEAST OF THE BURIED CABLE SIGN POLE.
 KD1036'REBAR WAS PLACED IN THE MONUMENT.  THE AZIMUTH MARK IS A STANDARD
 KD1036'DISK, STAMPED AXTELL 2 1957 AZ 2 1966, SET IN THE TOP OF A SQUARE
 KD1036'CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 48.0 FT (14.6 M) WEST
 KD1036'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY 31.0 FT (9.4 M) EAST
 KD1036'NORTHEAST OF THE EAST RAIL OF A RAILROAD AND 1.5 FT (0.5 M) NORTH OF A
 KD1036'WITNESS POST.  REBAR WAS DRIVEN ALONGSIDE THE MARK.
 KD1036
 KD1036                          STATION RECOVERY (2004)
 KD1036
 KD1036'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 KD1036'STATION AND RM'S HAVE BEEN REMOVED FOR NEW HIGHWAY CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0028 ***********************************************************************
 KE0028  DESIGNATION -  B
 KE0028  PID         -  KE0028
 KE0028  STATE/COUNTY-  MO/CLINTON
 KE0028  USGS QUAD   -  PLATTSBURG (1984)
 KE0028
 KE0028                         *CURRENT SURVEY CONTROL
 KE0028  ___________________________________________________________________
 KE0028* NAD 83(1986)-  39 33 48.     (N)    094 27 07.     (W)     SCALED    
 KE0028* NAVD 88     -       290.539  (meters)     953.21   (feet)  ADJUSTED  
 KE0028  ___________________________________________________________________
 KE0028  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE0028  DYNAMIC HT  -         290.361 (meters)     952.63  (feet)  COMP
 KE0028  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 KE0028
 KE0028  VERT ORDER  -  SECOND    CLASS 0
 KE0028
 KE0028.The horizontal coordinates were scaled from a topographic map and have
 KE0028.an estimated accuracy of +/- 6 seconds.
 KE0028
 KE0028.The orthometric height was determined by differential leveling
 KE0028.and adjusted by the National Geodetic Survey in June 1991..
 KE0028
 KE0028.The geoid height was determined by GEOID03.
 KE0028
 KE0028.The dynamic height is computed by dividing the NAVD 88
 KE0028.geopotential number by the normal gravity value computed on the
 KE0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0028.degrees latitude (g = 980.6199 gals.).
 KE0028
 KE0028.The modeled gravity was interpolated from observed gravity values.
 KE0028
 KE0028;                    North         East    Units  Estimated Accuracy
 KE0028;SPC MO W     -   376,990.      854,130.      MT  (+/- 180 meters Scaled)
 KE0028
 KE0028                          SUPERSEDED SURVEY CONTROL
 KE0028
 KE0028  NGVD 29 (??/??/92)  290.431  (m)          952.86   (f) ADJ UNCH    2 0
 KE0028
 KE0028.Superseded values are not recommended for survey control.
 KE0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0028.See file dsdata.txt to determine how the superseded data were derived.
 KE0028
 KE0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD752803(NAD 83)
 KE0028_MARKER: DD = SURVEY DISK
 KE0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0028_SP_SET: LIMESTONE BLOCK
 KE0028_STAMPING: B 1923
 KE0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0028
 KE0028  HISTORY     - Date     Condition        Report By
 KE0028  HISTORY     - 1923     MONUMENTED       USGS
 KE0028  HISTORY     - 1958     GOOD             NGS
 KE0028  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 KE0028
 KE0028                          STATION DESCRIPTION
 KE0028
 KE0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0028'AT PLATTSBURG.
 KE0028'AT PLATTSBURG, AT THE COUNTY COURTHOUSE, AT THE WEST ENTRANCE,
 KE0028'IN THE FACE OF A LIMESTONE BLOCK, 8 INCHES SOUTH OF THE NORTHWEST
 KE0028'CORNER OF THE NORTH COLORNADE, AND 2.5 FEET ABOVE THE GROUND.
 KE0028
 KE0028                          STATION RECOVERY (2006)
 KE0028
 KE0028'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0028'THE CURRENT COURTHOUSE WAS CONSTRUCTED IN 1975-1976. IT IS LOCATED IN
 KE0028'A BLOCK BOUNDED BY EAST LOCUST STREET, NORTH MAIN STREET, EAST MAPLE
 KE0028'STREET AND NORTH EAST STREET.  THE PRIOR COURTHOUSE, CONSTRUCTED IN
 KE0028'1895, WAS DAMAGED BEYOND REPAIR BY FIRE ON JUNE 14, 1974. THE BM IS
 KE0028'PRESUMED DESTROYED DUE TO DEMOLITION OF THE FIRE DAMAGED COURTHOUSE.
 KE0028' 
 KE0028' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0424 ***********************************************************************
 KE0424  DESIGNATION -  B
 KE0424  PID         -  KE0424
 KE0424  STATE/COUNTY-  MO/CLINTON
 KE0424  USGS QUAD   -  GOWER (1978)
 KE0424
 KE0424                         *CURRENT SURVEY CONTROL
 KE0424  ___________________________________________________________________
 KE0424* NAD 83(1986)-  39 36 46.     (N)    094 35 58.     (W)     SCALED    
 KE0424* NAVD 88     -       286.687  (meters)     940.57   (feet)  ADJUSTED  
 KE0424  ___________________________________________________________________
 KE0424  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KE0424  DYNAMIC HT  -         286.515 (meters)     940.01  (feet)  COMP
 KE0424  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 KE0424
 KE0424  VERT ORDER  -  SECOND    CLASS 0
 KE0424
 KE0424.The horizontal coordinates were scaled from a topographic map and have
 KE0424.an estimated accuracy of +/- 6 seconds.
 KE0424
 KE0424.The orthometric height was determined by differential leveling
 KE0424.and adjusted by the National Geodetic Survey in June 1991..
 KE0424
 KE0424.The geoid height was determined by GEOID03.
 KE0424
 KE0424.The dynamic height is computed by dividing the NAVD 88
 KE0424.geopotential number by the normal gravity value computed on the
 KE0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0424.degrees latitude (g = 980.6199 gals.).
 KE0424
 KE0424.The modeled gravity was interpolated from observed gravity values.
 KE0424
 KE0424;                    North         East    Units  Estimated Accuracy
 KE0424;SPC MO W     -   382,480.      841,460.      MT  (+/- 180 meters Scaled)
 KE0424
 KE0424                          SUPERSEDED SURVEY CONTROL
 KE0424
 KE0424  NGVD 29 (??/??/92)  286.586  (m)          940.24   (f) ADJ UNCH    2 0
 KE0424
 KE0424.Superseded values are not recommended for survey control.
 KE0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0424.See file dsdata.txt to determine how the superseded data were derived.
 KE0424
 KE0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD627860(NAD 83)
 KE0424_MARKER: DB = BENCH MARK DISK
 KE0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0424_STAMPING: B 1923
 KE0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0424+STABILITY: SURFACE MOTION
 KE0424
 KE0424  HISTORY     - Date     Condition        Report By
 KE0424  HISTORY     - 1923     MONUMENTED       USGS
 KE0424  HISTORY     - 1959     GOOD             NGS
 KE0424  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 KE0424
 KE0424                          STATION DESCRIPTION
 KE0424
 KE0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0424'AT GOWER.
 KE0424'AT GOWER, CLINTON COUNTY, IN THE SOUTHEAST CORNER OF THE CITY
 KE0424'PARK, 50 FEET NORTHWEST OF A STREET INTERSECTION, 15 FEET WEST
 KE0424'OF THE NORTH-AND-SOUTH SIDEWALK, AND 3 FEET NORTH OF THE
 KE0424'EAST-AND-WEST SIDEWALK.
 KE0424
 KE0424                          STATION RECOVERY (2006)
 KE0424
 KE0424'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0424'THE PARK DESCRIBED IN 1959 IS PRESUMED TO BE BETWEEN RAILROAD AVE,
 KE0424'WHITNEY AVE, SOUTH 3RD STREET AND SOUTH 4TH STREET.
 KE0424' 
 KE0424'IF THIS IS CORRECT THE MONUMENT AND DISK SHOULD BE NORTHWEST OF THE
 KE0424'INTERSECTION OF SOUTH 3RD STREET AND WHITNEY AVE. THE SIDEWALKS HAVE
 KE0424'BEEN REPLACED ALONG BOTH STREETS AND A VISUAL SEARCH OF THE AREA
 KE0424'FAILED TO FIND THE BENCHMARK.
 KE0424' 
 KE0424' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0191 ***********************************************************************
 LE0191  DESIGNATION -  B 10
 LE0191  PID         -  LE0191
 LE0191  STATE/COUNTY-  MO/PUTNAM
 LE0191  USGS QUAD   -  MENDOTA (1979)
 LE0191
 LE0191                         *CURRENT SURVEY CONTROL
 LE0191  ___________________________________________________________________
 LE0191* NAD 83(1986)-  40 33 27.     (N)    092 55 52.     (W)     SCALED    
 LE0191* NAVD 88     -       272.767  (meters)     894.90   (feet)  ADJUSTED  
 LE0191  ___________________________________________________________________
 LE0191  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LE0191  DYNAMIC HT  -         272.628 (meters)     894.45  (feet)  COMP
 LE0191  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 LE0191
 LE0191  VERT ORDER  -  FIRST     CLASS II
 LE0191
 LE0191.The horizontal coordinates were scaled from a topographic map and have
 LE0191.an estimated accuracy of +/- 6 seconds.
 LE0191
 LE0191.The orthometric height was determined by differential leveling
 LE0191.and adjusted by the National Geodetic Survey in June 1991..
 LE0191
 LE0191.The geoid height was determined by GEOID03.
 LE0191
 LE0191.The dynamic height is computed by dividing the NAVD 88
 LE0191.geopotential number by the normal gravity value computed on the
 LE0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0191.degrees latitude (g = 980.6199 gals.).
 LE0191
 LE0191.The modeled gravity was interpolated from observed gravity values.
 LE0191
 LE0191;                    North         East    Units  Estimated Accuracy
 LE0191;SPC MO C     -   524,440.      463,490.      MT  (+/- 180 meters Scaled)
 LE0191
 LE0191                          SUPERSEDED SURVEY CONTROL
 LE0191
 LE0191  NGVD 29 (??/??/92)  272.748  (m)          894.84   (f) ADJ UNCH    1 2
 LE0191
 LE0191.Superseded values are not recommended for survey control.
 LE0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0191.See file dsdata.txt to determine how the superseded data were derived.
 LE0191
 LE0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE058896(NAD 83)
 LE0191_MARKER: DB = BENCH MARK DISK
 LE0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0191_STAMPING: 894.687 B 10 1930
 LE0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0191+STABILITY: SURFACE MOTION
 LE0191
 LE0191  HISTORY     - Date     Condition        Report By
 LE0191  HISTORY     - 1930     MONUMENTED       CGS
 LE0191  HISTORY     - 1934     GOOD             NGS
 LE0191
 LE0191                          STATION DESCRIPTION
 LE0191
 LE0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0191'2 MI S FROM MENDOTA.
 LE0191'2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0191'FROM THE STATION AT MENDOTA, PUTNAM COUNTY, 1 MILE WEST OF THE
 LE0191'MENDOTA-UNIONVILLE ROAD, 200 YARDS NORTHWEST OF A FARMHOUSE AT A
 LE0191'ROAD CROSSING, 3 RAILS SOUTHWEST OF MILEPOST 120, AND 45 FEET
 LE0191'SOUTHEAST OF THE TRACK.  A STANDARD DISK, STAMPED 894.687 B 10 1930
 LE0191'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0166 ***********************************************************************
 HD0166  DESIGNATION -  B 10
 HD0166  PID         -  HD0166
 HD0166  STATE/COUNTY-  MO/PULASKI
 HD0166  USGS QUAD   -  DIXON (1982)
 HD0166
 HD0166                         *CURRENT SURVEY CONTROL
 HD0166  ___________________________________________________________________
 HD0166* NAD 83(1986)-  37 54 54.     (N)    092 05 54.     (W)     SCALED    
 HD0166* NAVD 88     -       301.235  (meters)     988.30   (feet)  ADJUSTED  
 HD0166  ___________________________________________________________________
 HD0166  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HD0166  DYNAMIC HT  -         301.015 (meters)     987.58  (feet)  COMP
 HD0166  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 HD0166
 HD0166  VERT ORDER  -  SECOND    CLASS 0
 HD0166
 HD0166.The horizontal coordinates were scaled from a topographic map and have
 HD0166.an estimated accuracy of +/- 6 seconds.
 HD0166
 HD0166.The orthometric height was determined by differential leveling
 HD0166.and adjusted by the National Geodetic Survey in June 1991..
 HD0166
 HD0166.The geoid height was determined by GEOID03.
 HD0166
 HD0166.The dynamic height is computed by dividing the NAVD 88
 HD0166.geopotential number by the normal gravity value computed on the
 HD0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0166.degrees latitude (g = 980.6199 gals.).
 HD0166
 HD0166.The modeled gravity was interpolated from observed gravity values.
 HD0166
 HD0166;                    North         East    Units  Estimated Accuracy
 HD0166;SPC MO C     -   231,070.      535,320.      MT  (+/- 180 meters Scaled)
 HD0166
 HD0166                          SUPERSEDED SURVEY CONTROL
 HD0166
 HD0166  NGVD 29 (??/??/92)  301.140  (m)          987.99   (f) ADJ UNCH    2 0
 HD0166
 HD0166.Superseded values are not recommended for survey control.
 HD0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0166.See file dsdata.txt to determine how the superseded data were derived.
 HD0166
 HD0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB792967(NAD 83)
 HD0166_MARKER: DD = SURVEY DISK
 HD0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0166_STAMPING: MO 10 1925
 HD0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0166+STABILITY: SURFACE MOTION
 HD0166
 HD0166  HISTORY     - Date     Condition        Report By
 HD0166  HISTORY     - 1925     MONUMENTED       USGS
 HD0166  HISTORY     - 1946     GOOD             NGS
 HD0166
 HD0166                          STATION DESCRIPTION
 HD0166
 HD0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0166'5.7 MI S FROM DIXON.
 HD0166'ABOUT 5.7 MILES SOUTH ALONG MISSOURI STATE HIGHWAY 28 FROM THE
 HD0166'UNDERPASS OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD AT DIXON,
 HD0166'38 FEET WEST OF AND ABOUT 3 FEET LOWER THAN THE CENTER LINE OF
 HD0166'THE HIGHWAY, 15 FEET SOUTH OF A BLAZED TWIN OAK TREE, 6 FEET
 HD0166'SOUTH OF AN EAST AND WEST FENCE, 7 FEET WEST OF THE RIGHT OF WAY
 HD0166'FENCE, 1 FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE GEOLOGICAL
 HD0166'SURVEY DISK SET IN THE TOP OF A SANDSTONE POST WHICH PROJECTS
 HD0166'3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1212 ***********************************************************************
 JD1212  DESIGNATION -  B 10 B 1
 JD1212  PID         -  JD1212
 JD1212  STATE/COUNTY-  MO/PETTIS
 JD1212  USGS QUAD   -  SWEET SPRINGS (1973)
 JD1212
 JD1212                         *CURRENT SURVEY CONTROL
 JD1212  ___________________________________________________________________
 JD1212* NAD 83(1986)-  38 55 32.     (N)    093 24 03.     (W)     SCALED    
 JD1212* NAVD 88     -       222.321  (meters)     729.40   (feet)  ADJUSTED  
 JD1212  ___________________________________________________________________
 JD1212  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1212  DYNAMIC HT  -         222.177 (meters)     728.93  (feet)  COMP
 JD1212  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 JD1212
 JD1212  VERT ORDER  -  SECOND    CLASS 0
 JD1212
 JD1212.The horizontal coordinates were scaled from a topographic map and have
 JD1212.an estimated accuracy of +/- 6 seconds.
 JD1212
 JD1212.The orthometric height was determined by differential leveling
 JD1212.and adjusted by the National Geodetic Survey in June 1991..
 JD1212
 JD1212.The geoid height was determined by GEOID03.
 JD1212
 JD1212.The dynamic height is computed by dividing the NAVD 88
 JD1212.geopotential number by the normal gravity value computed on the
 JD1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1212.degrees latitude (g = 980.6199 gals.).
 JD1212
 JD1212.The modeled gravity was interpolated from observed gravity values.
 JD1212
 JD1212;                    North         East    Units  Estimated Accuracy
 JD1212;SPC MO C     -   343,550.      421,890.      MT  (+/- 180 meters Scaled)
 JD1212
 JD1212                          SUPERSEDED SURVEY CONTROL
 JD1212
 JD1212  NGVD 29 (??/??/92)  222.23   (m)          729.1    (f) COMPUTED    2 0
 JD1212
 JD1212.Superseded values are not recommended for survey control.
 JD1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1212.See file dsdata.txt to determine how the superseded data were derived.
 JD1212
 JD1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD652085(NAD 83)
 JD1212_MARKER: DZ = AZIMUTH MARK DISK
 JD1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1212_STAMPING: B 10 B 1
 JD1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1212+STABILITY: SURFACE MOTION
 JD1212
 JD1212  HISTORY     - Date     Condition        Report By
 JD1212  HISTORY     - UNK      MONUMENTED       DOD
 JD1212  HISTORY     - 1963     GOOD             NGS
 JD1212
 JD1212                          STATION DESCRIPTION
 JD1212
 JD1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1212'7.8 MI SE FROM SWEET SPRINGS.
 JD1212'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE RAILROAD
 JD1212'STATION AT SWEET SPRINGS, THENCE 3.95 MILES SOUTH ALONG STATE
 JD1212'HIGHWAY 127, THENCE 2.3 MILES SOUTHEAST ALONG A COUNTY ROAD,
 JD1212'THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD, THENCE 0.35 MILE
 JD1212'WEST-SOUTHWEST ACROSS A FIELD, ON THE EAST SLOPE OF A SLIGHT
 JD1212'RISE, ABOUT 775 FEET WEST OF THE LAUNCHER, 42 FEET WEST OF A
 JD1212'NORTH-SOUTH FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 JD1212'TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH
 JD1212'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1213 ***********************************************************************
 JD1213  DESIGNATION -  B 10 B 2
 JD1213  PID         -  JD1213
 JD1213  STATE/COUNTY-  MO/PETTIS
 JD1213  USGS QUAD   -  SWEET SPRINGS (1973)
 JD1213
 JD1213                         *CURRENT SURVEY CONTROL
 JD1213  ___________________________________________________________________
 JD1213* NAD 83(1986)-  38 55 38.     (N)    093 23 50.     (W)     SCALED    
 JD1213* NAVD 88     -       225.809  (meters)     740.84   (feet)  ADJUSTED  
 JD1213  ___________________________________________________________________
 JD1213  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1213  DYNAMIC HT  -         225.662 (meters)     740.36  (feet)  COMP
 JD1213  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 JD1213
 JD1213  VERT ORDER  -  SECOND    CLASS 0
 JD1213
 JD1213.The horizontal coordinates were scaled from a topographic map and have
 JD1213.an estimated accuracy of +/- 6 seconds.
 JD1213
 JD1213.The orthometric height was determined by differential leveling
 JD1213.and adjusted by the National Geodetic Survey in June 1991..
 JD1213
 JD1213.The geoid height was determined by GEOID03.
 JD1213
 JD1213.The dynamic height is computed by dividing the NAVD 88
 JD1213.geopotential number by the normal gravity value computed on the
 JD1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1213.degrees latitude (g = 980.6199 gals.).
 JD1213
 JD1213.The modeled gravity was interpolated from observed gravity values.
 JD1213
 JD1213;                    North         East    Units  Estimated Accuracy
 JD1213;SPC MO C     -   343,740.      422,200.      MT  (+/- 180 meters Scaled)
 JD1213
 JD1213                          SUPERSEDED SURVEY CONTROL
 JD1213
 JD1213  NGVD 29 (??/??/92)  225.72   (m)          740.5    (f) COMPUTED    2 0
 JD1213
 JD1213.Superseded values are not recommended for survey control.
 JD1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1213.See file dsdata.txt to determine how the superseded data were derived.
 JD1213
 JD1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD655087(NAD 83)
 JD1213_MARKER: DZ = AZIMUTH MARK DISK
 JD1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1213_STAMPING: B 10 B 2
 JD1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1213+STABILITY: SURFACE MOTION
 JD1213
 JD1213  HISTORY     - Date     Condition        Report By
 JD1213  HISTORY     - UNK      MONUMENTED       DOD
 JD1213  HISTORY     - 1963     GOOD             NGS
 JD1213
 JD1213                          STATION DESCRIPTION
 JD1213
 JD1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1213'7.6 MI SE FROM SWEET SPRINGS.
 JD1213'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE RAILROAD
 JD1213'STATION AT SWEET SPRINGS, THENCE 3.95 MILES SOUTH ALONG STATE
 JD1213'HIGHWAY 127, THENCE 2.3 MILES SOUTHEAST ALONG A COUNTY ROAD,
 JD1213'THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD, THENCE 0.1 MILE
 JD1213'WEST-NORTHWEST ACROSS A FIELD, ON THE CREST OF A SMALL RIDGE,
 JD1213'ABOUT 0.1 MILE NORTH OF THE LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE
 JD1213'PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF
 JD1213'THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1215 ***********************************************************************
 JD1215  DESIGNATION -  B 10 Z
 JD1215  PID         -  JD1215
 JD1215  STATE/COUNTY-  MO/PETTIS
 JD1215  USGS QUAD   -  SWEET SPRINGS (1973)
 JD1215
 JD1215                         *CURRENT SURVEY CONTROL
 JD1215  ___________________________________________________________________
 JD1215* NAD 83(1986)-  38 55 37.     (N)    093 23 35.     (W)     SCALED    
 JD1215* NAVD 88     -       229.388  (meters)     752.58   (feet)  ADJUSTED  
 JD1215  ___________________________________________________________________
 JD1215  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1215  DYNAMIC HT  -         229.240 (meters)     752.10  (feet)  COMP
 JD1215  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 JD1215
 JD1215  VERT ORDER  -  SECOND    CLASS 0
 JD1215
 JD1215.The horizontal coordinates were scaled from a topographic map and have
 JD1215.an estimated accuracy of +/- 6 seconds.
 JD1215
 JD1215.The orthometric height was determined by differential leveling
 JD1215.and adjusted by the National Geodetic Survey in June 1991..
 JD1215
 JD1215.The geoid height was determined by GEOID03.
 JD1215
 JD1215.The dynamic height is computed by dividing the NAVD 88
 JD1215.geopotential number by the normal gravity value computed on the
 JD1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1215.degrees latitude (g = 980.6199 gals.).
 JD1215
 JD1215.The modeled gravity was interpolated from observed gravity values.
 JD1215
 JD1215;                    North         East    Units  Estimated Accuracy
 JD1215;SPC MO C     -   343,700.      422,560.      MT  (+/- 180 meters Scaled)
 JD1215
 JD1215                          SUPERSEDED SURVEY CONTROL
 JD1215
 JD1215  NGVD 29 (??/??/92)  229.30   (m)          752.3    (f) COMPUTED    2 0
 JD1215
 JD1215.Superseded values are not recommended for survey control.
 JD1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1215.See file dsdata.txt to determine how the superseded data were derived.
 JD1215
 JD1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD659087(NAD 83)
 JD1215_MARKER: DS = TRIANGULATION STATION DISK
 JD1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1215_STAMPING: B 10 Z 1962
 JD1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1215+STABILITY: SURFACE MOTION
 JD1215
 JD1215  HISTORY     - Date     Condition        Report By
 JD1215  HISTORY     - 1962     MONUMENTED       CGS
 JD1215  HISTORY     - 1963     GOOD             NGS
 JD1215
 JD1215                          STATION DESCRIPTION
 JD1215
 JD1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1215'7.6 MI SE FROM SWEET SPRINGS.
 JD1215'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE RAILROAD STATION
 JD1215'AT SWEET SPRINGS, THENCE 3.95 MILES SOUTH ALONG STATE HIGHWAY
 JD1215'127, THENCE 2.3 MILES SOUTHEAST ALONG A COUNTY ROAD, THENCE
 JD1215'1.0 MILE NORTH ALONG A COUNTY ROAD, THENCE 0.1 MILE EAST ALONG
 JD1215'A PRIVATE DRIVEWAY, ON THE CREST OF A HILL IN AN ABANDONED
 JD1215'FARMYARD, ABOUT MIDWAY BETWEEN 2 PINE TREES, 25.5 FEET SOUTH
 JD1215'OF THE CENTERLINE OF THE DRIVEWAY, 65.0 FEET EAST-SOUTHEAST
 JD1215'OF R.M. 2, 54.8 FEET WEST-NORTHWEST OF R.M. 1, AND SET IN THE
 JD1215'TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1216 ***********************************************************************
 JD1216  DESIGNATION -  B 10 Z RM 1
 JD1216  PID         -  JD1216
 JD1216  STATE/COUNTY-  MO/PETTIS
 JD1216  USGS QUAD   -  SWEET SPRINGS (1973)
 JD1216
 JD1216                         *CURRENT SURVEY CONTROL
 JD1216  ___________________________________________________________________
 JD1216* NAD 83(1986)-  38 55 36.     (N)    093 23 34.     (W)     SCALED    
 JD1216* NAVD 88     -       229.286  (meters)     752.25   (feet)  ADJUSTED  
 JD1216  ___________________________________________________________________
 JD1216  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1216  DYNAMIC HT  -         229.138 (meters)     751.76  (feet)  COMP
 JD1216  MODELED GRAV-     979,975.8   (mgal)                       NAVD 88
 JD1216
 JD1216  VERT ORDER  -  SECOND    CLASS 0
 JD1216
 JD1216.The horizontal coordinates were scaled from a topographic map and have
 JD1216.an estimated accuracy of +/- 6 seconds.
 JD1216
 JD1216.The orthometric height was determined by differential leveling
 JD1216.and adjusted by the National Geodetic Survey in June 1991..
 JD1216
 JD1216.The geoid height was determined by GEOID03.
 JD1216
 JD1216.The dynamic height is computed by dividing the NAVD 88
 JD1216.geopotential number by the normal gravity value computed on the
 JD1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1216.degrees latitude (g = 980.6199 gals.).
 JD1216
 JD1216.The modeled gravity was interpolated from observed gravity values.
 JD1216
 JD1216;                    North         East    Units  Estimated Accuracy
 JD1216;SPC MO C     -   343,670.      422,590.      MT  (+/- 180 meters Scaled)
 JD1216
 JD1216                          SUPERSEDED SURVEY CONTROL
 JD1216
 JD1216  NGVD 29 (??/??/92)  229.20   (m)          752.0    (f) COMPUTED    2 0
 JD1216
 JD1216.Superseded values are not recommended for survey control.
 JD1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1216.See file dsdata.txt to determine how the superseded data were derived.
 JD1216
 JD1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD659087(NAD 83)
 JD1216_MARKER: DR = REFERENCE MARK DISK
 JD1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1216_STAMPING: B 10 Z NO 1 1962
 JD1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1216+STABILITY: SURFACE MOTION
 JD1216
 JD1216  HISTORY     - Date     Condition        Report By
 JD1216  HISTORY     - 1962     MONUMENTED       CGS
 JD1216  HISTORY     - 1963     GOOD             NGS
 JD1216
 JD1216                          STATION DESCRIPTION
 JD1216
 JD1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1216'7.6 MI SE FROM SWEET SPRINGS.
 JD1216'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE RAILROAD
 JD1216'STATION AT SWEET SPRINGS, THENCE 3.95 MILES SOUTH ALONG STATE
 JD1216'HIGHWAY 127, THENCE 2.3 MILES SOUTHEAST ALONG A COUNTY ROAD,
 JD1216'THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD, THENCE 0.1 MILE
 JD1216'EAST ALONG A PRIVATE DRIVEWAY, ON THE CREST OF A HILL IN AN
 JD1216'ABANDONED FARMYARD, SET IN THE TOP OF A LIMESTONE OUTCROP LEVEL
 JD1216'WITH THE GROUND, 119.8 FEET EAST-SOUTHEAST OF R.M. 2, 54.8 FEET
 JD1216'EAST-SOUTHEAST OF THE STATION MARK B 10 Z 1962, AND 2.0 FEET
 JD1216'SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1214 ***********************************************************************
 JD1214  DESIGNATION -  B 10 Z RM 2
 JD1214  PID         -  JD1214
 JD1214  STATE/COUNTY-  MO/PETTIS
 JD1214  USGS QUAD   -  SWEET SPRINGS (1973)
 JD1214
 JD1214                         *CURRENT SURVEY CONTROL
 JD1214  ___________________________________________________________________
 JD1214* NAD 83(1986)-  38 55 37.     (N)    093 23 35.     (W)     SCALED    
 JD1214* NAVD 88     -       228.788  (meters)     750.62   (feet)  ADJUSTED  
 JD1214  ___________________________________________________________________
 JD1214  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1214  DYNAMIC HT  -         228.640 (meters)     750.13  (feet)  COMP
 JD1214  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 JD1214
 JD1214  VERT ORDER  -  SECOND    CLASS 0
 JD1214
 JD1214.The horizontal coordinates were scaled from a topographic map and have
 JD1214.an estimated accuracy of +/- 6 seconds.
 JD1214
 JD1214.The orthometric height was determined by differential leveling
 JD1214.and adjusted by the National Geodetic Survey in June 1991..
 JD1214
 JD1214.The geoid height was determined by GEOID03.
 JD1214
 JD1214.The dynamic height is computed by dividing the NAVD 88
 JD1214.geopotential number by the normal gravity value computed on the
 JD1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1214.degrees latitude (g = 980.6199 gals.).
 JD1214
 JD1214.The modeled gravity was interpolated from observed gravity values.
 JD1214
 JD1214;                    North         East    Units  Estimated Accuracy
 JD1214;SPC MO C     -   343,700.      422,560.      MT  (+/- 180 meters Scaled)
 JD1214
 JD1214                          SUPERSEDED SURVEY CONTROL
 JD1214
 JD1214  NGVD 29 (??/??/92)  228.70   (m)          750.3    (f) COMPUTED    2 0
 JD1214
 JD1214.Superseded values are not recommended for survey control.
 JD1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1214.See file dsdata.txt to determine how the superseded data were derived.
 JD1214
 JD1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD659087(NAD 83)
 JD1214_MARKER: DR = REFERENCE MARK DISK
 JD1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1214_STAMPING: B 10 Z NO 2 1962
 JD1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1214+STABILITY: SURFACE MOTION
 JD1214
 JD1214  HISTORY     - Date     Condition        Report By
 JD1214  HISTORY     - 1962     MONUMENTED       CGS
 JD1214  HISTORY     - 1963     GOOD             NGS
 JD1214
 JD1214                          STATION DESCRIPTION
 JD1214
 JD1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1214'7.6 MI SE FROM SWEET SPRINGS.
 JD1214'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE RAILROAD
 JD1214'STATION AT SWEET SPRINGS, THENCE 3.95 MILES SOUTH ALONG STATE
 JD1214'HIGHWAY 127, THENCE 2.3 MILES SOUTHEAST ALONG A COUNTY ROAD,
 JD1214'THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD, THENCE 0.1 MILE
 JD1214'EAST ALONG A PRIVATE DRIVEWAY, ON THE CREST OF A HILL IN AN
 JD1214'ABANDONED FARMYARD, 8.0 FEET NORTH OF THE CENTERLINE OF THE
 JD1214'ROAD, 119.8 FEET WEST-NORTHWEST OF R.M. 1, 65.0 FEET
 JD1214'WEST-NORTHWEST OF THE STATION MARK B 10 Z 1962, 0.9 FOOT SOUTH
 JD1214'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1214'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0291 ***********************************************************************
 JD0291  DESIGNATION -  B 100
 JD0291  PID         -  JD0291
 JD0291  STATE/COUNTY-  MO/MILLER
 JD0291  USGS QUAD   -  ELDON (1983)
 JD0291
 JD0291                         *CURRENT SURVEY CONTROL
 JD0291  ___________________________________________________________________
 JD0291* NAD 83(1986)-  38 21 38.     (N)    092 33 43.     (W)     SCALED    
 JD0291* NAVD 88     -       262.029  (meters)     859.67   (feet)  ADJUSTED  
 JD0291  ___________________________________________________________________
 JD0291  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JD0291  DYNAMIC HT  -         261.845 (meters)     859.07  (feet)  COMP
 JD0291  MODELED GRAV-     979,920.3   (mgal)                       NAVD 88
 JD0291
 JD0291  VERT ORDER  -  SECOND    CLASS 0
 JD0291
 JD0291.The horizontal coordinates were scaled from a topographic map and have
 JD0291.an estimated accuracy of +/- 6 seconds.
 JD0291
 JD0291.The orthometric height was determined by differential leveling
 JD0291.and adjusted by the National Geodetic Survey in June 1991..
 JD0291
 JD0291.The geoid height was determined by GEOID03.
 JD0291
 JD0291.The dynamic height is computed by dividing the NAVD 88
 JD0291.geopotential number by the normal gravity value computed on the
 JD0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0291.degrees latitude (g = 980.6199 gals.).
 JD0291
 JD0291.The modeled gravity was interpolated from observed gravity values.
 JD0291
 JD0291;                    North         East    Units  Estimated Accuracy
 JD0291;SPC MO C     -   280,450.      494,590.      MT  (+/- 180 meters Scaled)
 JD0291
 JD0291                          SUPERSEDED SURVEY CONTROL
 JD0291
 JD0291  NGVD 29 (??/??/92)  261.969  (m)          859.48   (f) ADJ UNCH    2 0
 JD0291
 JD0291.Superseded values are not recommended for survey control.
 JD0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0291.See file dsdata.txt to determine how the superseded data were derived.
 JD0291
 JD0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC382459(NAD 83)
 JD0291_MARKER: DB = BENCH MARK DISK
 JD0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0291_STAMPING: B 100 1935
 JD0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0291+STABILITY: SURFACE MOTION
 JD0291
 JD0291  HISTORY     - Date     Condition        Report By
 JD0291  HISTORY     - 1935     MONUMENTED       CGS
 JD0291  HISTORY     - 1958     MARK NOT FOUND   NGS
 JD0291
 JD0291                          STATION DESCRIPTION
 JD0291
 JD0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JD0291'1 MI NE FROM ELDON.
 JD0291'1.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0291'STATION AT ELDON, 11 POLES SOUTH OF MILEPOST 157, OPPOSITE A LOG
 JD0291'FILLING STATION AND TOURIST CAMP ON U.S. 54, AND 20 FEET WEST OF
 JD0291'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 100 1935
 JD0291'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SOME RAILROAD
 JD0291'WORK HAS BEEN DONE IN THE VICINITY OF THE POST AND IT IS EITHER
 JD0291'BURIED DEEP OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0584 ***********************************************************************
 JC0584  DESIGNATION -  B 102
 JC0584  PID         -  JC0584
 JC0584  STATE/COUNTY-  MO/FRANKLIN
 JC0584  USGS QUAD   -  LABADIE (1980)
 JC0584
 JC0584                         *CURRENT SURVEY CONTROL
 JC0584  ___________________________________________________________________
 JC0584* NAD 83(1986)-  38 31 46.     (N)    090 50 59.     (W)     SCALED    
 JC0584* NAVD 88     -       160.391  (meters)     526.22   (feet)  ADJUSTED  
 JC0584  ___________________________________________________________________
 JC0584  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JC0584  DYNAMIC HT  -         160.287 (meters)     525.87  (feet)  COMP
 JC0584  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 JC0584
 JC0584  VERT ORDER  -  FIRST     CLASS II
 JC0584
 JC0584.The horizontal coordinates were scaled from a topographic map and have
 JC0584.an estimated accuracy of +/- 6 seconds.
 JC0584
 JC0584.The orthometric height was determined by differential leveling
 JC0584.and adjusted by the National Geodetic Survey in June 1991..
 JC0584
 JC0584.The geoid height was determined by GEOID03.
 JC0584
 JC0584.The dynamic height is computed by dividing the NAVD 88
 JC0584.geopotential number by the normal gravity value computed on the
 JC0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0584.degrees latitude (g = 980.6199 gals.).
 JC0584
 JC0584.The modeled gravity was interpolated from observed gravity values.
 JC0584
 JC0584;                    North         East    Units  Estimated Accuracy
 JC0584;SPC MO E     -   299,260.      219,510.      MT  (+/- 180 meters Scaled)
 JC0584
 JC0584                          SUPERSEDED SURVEY CONTROL
 JC0584
 JC0584  NGVD 29 (??/??/92)  160.458  (m)          526.44   (f) ADJ UNCH    1 2
 JC0584
 JC0584.Superseded values are not recommended for survey control.
 JC0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0584.See file dsdata.txt to determine how the superseded data were derived.
 JC0584
 JC0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC874667(NAD 83)
 JC0584_MARKER: DB = BENCH MARK DISK
 JC0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0584_STAMPING: B 102 1935
 JC0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0584+STABILITY: SURFACE MOTION
 JC0584
 JC0584  HISTORY     - Date     Condition        Report By
 JC0584  HISTORY     - 1935     MONUMENTED       CGS
 JC0584  HISTORY     - 1946     GOOD             NGS
 JC0584
 JC0584                          STATION DESCRIPTION
 JC0584
 JC0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0584'AT LABADIE.
 JC0584'AT LABADIE, FRANKLIN COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 JC0584'PACIFIC RAILROAD, 122.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 JC0584'OF THE STATION, 35 POLES WEST OF MILEPOST 45, AT A ROAD CROSSING,
 JC0584'90 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 34.3 FEET NORTH
 JC0584'OF THE CENTERLINE OF THE ROAD, AT THE SOUTHEAST CORNER OF A FENCE
 JC0584'AROUND A TWO-STORY FRAMEHOUSE, AND 0.5 FOOT WEST OF A WHITE
 JC0584'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 102 1935 AND
 JC0584'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 JC0584'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0648 ***********************************************************************
 JC0648  DESIGNATION -  B 103
 JC0648  PID         -  JC0648
 JC0648  STATE/COUNTY-  MO/MONTGOMERY
 JC0648  USGS QUAD   -  HERMANN (1985)
 JC0648
 JC0648                         *CURRENT SURVEY CONTROL
 JC0648  ___________________________________________________________________
 JC0648* NAD 83(1986)-  38 43 18.     (N)    091 26 35.     (W)     SCALED    
 JC0648* NAVD 88     -       155.601  (meters)     510.50   (feet)  ADJUSTED  
 JC0648  ___________________________________________________________________
 JC0648  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JC0648  DYNAMIC HT  -         155.500 (meters)     510.17  (feet)  COMP
 JC0648  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 JC0648
 JC0648  VERT ORDER  -  SECOND    CLASS 0
 JC0648
 JC0648.The horizontal coordinates were scaled from a topographic map and have
 JC0648.an estimated accuracy of +/- 6 seconds.
 JC0648
 JC0648.The orthometric height was determined by differential leveling
 JC0648.and adjusted by the National Geodetic Survey in June 1991..
 JC0648
 JC0648.The geoid height was determined by GEOID03.
 JC0648
 JC0648.The dynamic height is computed by dividing the NAVD 88
 JC0648.geopotential number by the normal gravity value computed on the
 JC0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0648.degrees latitude (g = 980.6199 gals.).
 JC0648
 JC0648.The modeled gravity was interpolated from observed gravity values.
 JC0648
 JC0648;                    North         East    Units  Estimated Accuracy
 JC0648;SPC MO E     -   320,960.      167,990.      MT  (+/- 180 meters Scaled)
 JC0648
 JC0648                          SUPERSEDED SURVEY CONTROL
 JC0648
 JC0648  NGVD 29 (??/??/92)  155.612  (m)          510.54   (f) ADJ UNCH    2 0
 JC0648
 JC0648.Superseded values are not recommended for survey control.
 JC0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0648.See file dsdata.txt to determine how the superseded data were derived.
 JC0648
 JC0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC353870(NAD 83)
 JC0648_MARKER: DB = BENCH MARK DISK
 JC0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0648_STAMPING: B 103 1935
 JC0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0648+STABILITY: SURFACE MOTION
 JC0648
 JC0648  HISTORY     - Date     Condition        Report By
 JC0648  HISTORY     - 1935     MONUMENTED       CGS
 JC0648
 JC0648                          STATION DESCRIPTION
 JC0648
 JC0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0648'1.1 MI N FROM HERMANN.
 JC0648'IN MONTGOMERY COUNTY, 1.1 MILES NORTH ALONG STATE HIGHWAY 19
 JC0648'FROM THE CITY HALL AT HERMANN, GASCONADE COUNTY, 100 YARDS
 JC0648'NORTH OF THE CENTER OF THE JUNCTION OF A ROAD LEADING WEST,
 JC0648'5 FEET EAST OF THE FIFTH POLE NORTH OF THE LOUTRE CREEK BRIDGE,
 JC0648'AND 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 JC0648'DISK, STAMPED B 103 1935 AND SET IN THE TOP OF A CONCRETE POST
 JC0648'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0829 ***********************************************************************
 JC0829  DESIGNATION -  B 104
 JC0829  PID         -  JC0829
 JC0829  STATE/COUNTY-  MO/CRAWFORD
 JC0829  USGS QUAD   -  OAK HILL (1980)
 JC0829
 JC0829                         *CURRENT SURVEY CONTROL
 JC0829  ___________________________________________________________________
 JC0829* NAD 83(1986)-  38 09 46.     (N)    091 25 56.     (W)     SCALED    
 JC0829* NAVD 88     -       264.483  (meters)     867.72   (feet)  ADJUSTED  
 JC0829  ___________________________________________________________________
 JC0829  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JC0829  DYNAMIC HT  -         264.294 (meters)     867.10  (feet)  COMP
 JC0829  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 JC0829
 JC0829  VERT ORDER  -  SECOND    CLASS 0
 JC0829
 JC0829.The horizontal coordinates were scaled from a topographic map and have
 JC0829.an estimated accuracy of +/- 6 seconds.
 JC0829
 JC0829.The orthometric height was determined by differential leveling
 JC0829.and adjusted by the National Geodetic Survey in June 1991..
 JC0829
 JC0829.The geoid height was determined by GEOID03.
 JC0829
 JC0829.The dynamic height is computed by dividing the NAVD 88
 JC0829.geopotential number by the normal gravity value computed on the
 JC0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0829.degrees latitude (g = 980.6199 gals.).
 JC0829
 JC0829.The modeled gravity was interpolated from observed gravity values.
 JC0829
 JC0829;                    North         East    Units  Estimated Accuracy
 JC0829;SPC MO E     -   258,910.      168,310.      MT  (+/- 180 meters Scaled)
 JC0829
 JC0829                          SUPERSEDED SURVEY CONTROL
 JC0829
 JC0829  NGVD 29 (??/??/92)  264.473  (m)          867.69   (f) ADJ UNCH    2 0
 JC0829
 JC0829.Superseded values are not recommended for survey control.
 JC0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0829.See file dsdata.txt to determine how the superseded data were derived.
 JC0829
 JC0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC373250(NAD 83)
 JC0829_MARKER: DB = BENCH MARK DISK
 JC0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0829_STAMPING: B 104 1935
 JC0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0829+STABILITY: SURFACE MOTION
 JC0829
 JC0829  HISTORY     - Date     Condition        Report By
 JC0829  HISTORY     - 1935     MONUMENTED       CGS
 JC0829
 JC0829                          STATION DESCRIPTION
 JC0829
 JC0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0829'7.9 MI N FROM CUBA.
 JC0829'7.9 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE ST. LOUIS-SAN
 JC0829'FRANCISCO RAILWAY STATION AT CUBA, CRAWFORD COUNTY, ON A CURVE,
 JC0829'NEAR A GROUP OF FARM BUILDINGS, 50 YARDS SOUTH OF THE ENTRANCE
 JC0829'TO THE FARM, 12 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 17
 JC0829'YARDS NORTH OF THE GATE ON THE OLD HIGHWAY, AND 5 YARDS NORTH
 JC0829'OF THE SOUTH END OF THE PICKET FENCE.  A STANDARD DISK, STAMPED
 JC0829'B 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0333 ***********************************************************************
 HE0333  DESIGNATION -  B 106
 HE0333  PID         -  HE0333
 HE0333  STATE/COUNTY-  MO/VERNON
 HE0333  USGS QUAD   -  DEERFIELD (1991)
 HE0333
 HE0333                         *CURRENT SURVEY CONTROL
 HE0333  ___________________________________________________________________
 HE0333* NAD 83(1986)-  37 50 23.     (N)    094 35 00.     (W)     SCALED    
 HE0333* NAVD 88     -       246.398  (meters)     808.39   (feet)  ADJUSTED  
 HE0333  ___________________________________________________________________
 HE0333  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HE0333  DYNAMIC HT  -         246.215 (meters)     807.79  (feet)  COMP
 HE0333  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 HE0333
 HE0333  VERT ORDER  -  SECOND    CLASS 0
 HE0333
 HE0333.The horizontal coordinates were scaled from a topographic map and have
 HE0333.an estimated accuracy of +/- 6 seconds.
 HE0333
 HE0333.The orthometric height was determined by differential leveling
 HE0333.and adjusted by the National Geodetic Survey in June 1991..
 HE0333
 HE0333.The geoid height was determined by GEOID03.
 HE0333
 HE0333.The dynamic height is computed by dividing the NAVD 88
 HE0333.geopotential number by the normal gravity value computed on the
 HE0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0333.degrees latitude (g = 980.6199 gals.).
 HE0333
 HE0333.The modeled gravity was interpolated from observed gravity values.
 HE0333
 HE0333;                    North         East    Units  Estimated Accuracy
 HE0333;SPC MO W     -   185,660.      842,670.      MT  (+/- 180 meters Scaled)
 HE0333
 HE0333                          SUPERSEDED SURVEY CONTROL
 HE0333
 HE0333  NGVD 29 (??/??/92)  246.286  (m)          808.02   (f) ADJ UNCH    2 0
 HE0333
 HE0333.Superseded values are not recommended for survey control.
 HE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0333.See file dsdata.txt to determine how the superseded data were derived.
 HE0333
 HE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB606892(NAD 83)
 HE0333_MARKER: DB = BENCH MARK DISK
 HE0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0333_STAMPING: B 106 1934
 HE0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0333+STABILITY: SURFACE MOTION
 HE0333
 HE0333  HISTORY     - Date     Condition        Report By
 HE0333  HISTORY     - 1934     MONUMENTED       CGS
 HE0333
 HE0333                          STATION DESCRIPTION
 HE0333
 HE0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0333'AT EVE.
 HE0333'AT EVE, VERNON COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD,
 HE0333'16 RAILS WEST OF THE STATION, AT A ROAD CROSSING, 51 FEET
 HE0333'WEST OF THE CENTERLINE OF THE ROAD, 42 FEET NORTH OF THE
 HE0333'CENTERLINE OF THE MAIN TRACK, AND 7 FEET SOUTHWEST OF A FENCE
 HE0333'CORNER.  A STANDARD DISK, STAMPED B 106 1934 AND SET IN THE
 HE0333'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0208 ***********************************************************************
 HE0208  DESIGNATION -  B 107
 HE0208  PID         -  HE0208
 HE0208  STATE/COUNTY-  MO/BARTON
 HE0208  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0208
 HE0208                         *CURRENT SURVEY CONTROL
 HE0208  ___________________________________________________________________
 HE0208* NAD 83(1986)-  37 29 38.     (N)    094 18 17.     (W)     SCALED    
 HE0208* NAVD 88     -       300.407  (meters)     985.59   (feet)  ADJUSTED  
 HE0208  ___________________________________________________________________
 HE0208  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HE0208  DYNAMIC HT  -         300.172 (meters)     984.81  (feet)  COMP
 HE0208  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 HE0208
 HE0208  VERT ORDER  -  SECOND    CLASS 0
 HE0208
 HE0208.The horizontal coordinates were scaled from a topographic map and have
 HE0208.an estimated accuracy of +/- 6 seconds.
 HE0208
 HE0208.The orthometric height was determined by differential leveling
 HE0208.and adjusted by the National Geodetic Survey in June 1991..
 HE0208
 HE0208.The geoid height was determined by GEOID03.
 HE0208
 HE0208.The dynamic height is computed by dividing the NAVD 88
 HE0208.geopotential number by the normal gravity value computed on the
 HE0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0208.degrees latitude (g = 980.6199 gals.).
 HE0208
 HE0208.The modeled gravity was interpolated from observed gravity values.
 HE0208
 HE0208;                    North         East    Units  Estimated Accuracy
 HE0208;SPC MO W     -   147,300.      867,270.      MT  (+/- 180 meters Scaled)
 HE0208
 HE0208                          SUPERSEDED SURVEY CONTROL
 HE0208
 HE0208  NGVD 29 (??/??/92)  300.289  (m)          985.20   (f) ADJ UNCH    2 0
 HE0208
 HE0208.Superseded values are not recommended for survey control.
 HE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0208.See file dsdata.txt to determine how the superseded data were derived.
 HE0208
 HE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB846504(NAD 83)
 HE0208_MARKER: DB = BENCH MARK DISK
 HE0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0208_STAMPING: B 107 1934
 HE0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0208+STABILITY: SURFACE MOTION
 HE0208
 HE0208  HISTORY     - Date     Condition        Report By
 HE0208  HISTORY     - 1934     MONUMENTED       CGS
 HE0208  HISTORY     - 1938     GOOD             NGS
 HE0208
 HE0208                          STATION DESCRIPTION
 HE0208
 HE0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HE0208'1.6 MI W FROM LAMAR.
 HE0208'1.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0208'THE STATION AT LAMAR, BARTON COUNTY, 5 FEET SOUTH OF THE FIRST
 HE0208'POLE EAST OF MILEPOST 137, 7-1/2 RAILS NORTHWEST OF A ROAD
 HE0208'CROSSING, AND 25 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.
 HE0208'A STANDARD DISK, STAMPED B 107 1934 AND SET IN THE TOP OF A
 HE0208'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0034 ***********************************************************************
 GG0034  DESIGNATION -  B 108
 GG0034  PID         -  GG0034
 GG0034  STATE/COUNTY-  MO/MCDONALD
 GG0034  USGS QUAD   -  NOEL (1982)
 GG0034
 GG0034                         *CURRENT SURVEY CONTROL
 GG0034  ___________________________________________________________________
 GG0034* NAD 83(1986)-  36 32 39.     (N)    094 29 11.     (W)     SCALED    
 GG0034* NAVD 88     -       252.179  (meters)     827.36   (feet)  ADJUSTED  
 GG0034  ___________________________________________________________________
 GG0034  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GG0034  DYNAMIC HT  -         251.969 (meters)     826.67  (feet)  COMP
 GG0034  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 GG0034
 GG0034  VERT ORDER  -  SECOND    CLASS 0
 GG0034
 GG0034.The horizontal coordinates were scaled from a topographic map and have
 GG0034.an estimated accuracy of +/- 6 seconds.
 GG0034
 GG0034.The orthometric height was determined by differential leveling
 GG0034.and adjusted by the National Geodetic Survey in June 1991..
 GG0034
 GG0034.The geoid height was determined by GEOID03.
 GG0034
 GG0034.The dynamic height is computed by dividing the NAVD 88
 GG0034.geopotential number by the normal gravity value computed on the
 GG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0034.degrees latitude (g = 980.6199 gals.).
 GG0034
 GG0034.The modeled gravity was interpolated from observed gravity values.
 GG0034
 GG0034;                    North         East    Units  Estimated Accuracy
 GG0034;SPC MO W     -    41,890.      851,220.      MT  (+/- 180 meters Scaled)
 GG0034
 GG0034                          SUPERSEDED SURVEY CONTROL
 GG0034
 GG0034  NGVD 29 (??/??/92)  252.068  (m)          826.99   (f) ADJ UNCH    2 0
 GG0034
 GG0034.Superseded values are not recommended for survey control.
 GG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0034.See file dsdata.txt to determine how the superseded data were derived.
 GG0034
 GG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA669453(NAD 83)
 GG0034_MARKER: DB = BENCH MARK DISK
 GG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0034_STAMPING: B 108 1935
 GG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0034+STABILITY: SURFACE MOTION
 GG0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0034+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1996
 GG0034
 GG0034  HISTORY     - Date     Condition        Report By
 GG0034  HISTORY     - 1935     MONUMENTED       CGS
 GG0034  HISTORY     - 1981     GOOD             USGS
 GG0034  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0034  HISTORY     - 19910323 MARK NOT FOUND   USPSQD
 GG0034  HISTORY     - 19960215 GOOD             MOHC
 GG0034
 GG0034                          STATION DESCRIPTION
 GG0034
 GG0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0034'AT NOEL.
 GG0034'AT NOEL, MC DONALD COUNTY, ON THE KANSAS CITY SOUTHERN RAILWAY,
 GG0034'5 RAILS NORTH OF THE STATION, 10 POLES NORTH OF MILEPOST 201,
 GG0034'AND 30 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED B 108
 GG0034'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GG0034
 GG0034                          STATION RECOVERY (1981)
 GG0034
 GG0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GG0034'AT NOEL MCDONALD COUNTY, ON KANSAS CITY SOUTHERN RAILWAY, 117.83 FEET
 GG0034'NORTH FROM THE NW COR FOUNDATION STONE K.C.S DEPOT NOEL CITY HALL AND
 GG0034'1.5 FEET EAST OF DEPOT PLATFORM CURB. - A STANDARD DISK STAMPED B 108
 GG0034'1935 SET IN TOP OF CONCRETE POST.
 GG0034
 GG0034                          STATION RECOVERY (1987)
 GG0034
 GG0034'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0034'MARK NOT FOUND.
 GG0034
 GG0034                          STATION RECOVERY (1991)
 GG0034
 GG0034'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 GG0034'MARK NOT FOUND.
 GG0034
 GG0034                          STATION RECOVERY (1996)
 GG0034
 GG0034'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1996 (RP)
 GG0034'THE TO REACH IS ADEQUATE TO LOCATE MARK. IT IS 117.8 FT. NW FROM NW
 GG0034'CORNER OF NW COLUMN AT OLD DEPOT, 1.5 FT EAST OF CONCRETE EDGE OF
 GG0034'BRICK WALK, 15.2 FT. NW FROM FIRE HYDRENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0008 ***********************************************************************
 GG0008  DESIGNATION -  B 109
 GG0008  PID         -  GG0008
 GG0008  STATE/COUNTY-  MO/NEWTON
 GG0008  USGS QUAD   -  WHEATON (1972)
 GG0008
 GG0008                         *CURRENT SURVEY CONTROL
 GG0008  ___________________________________________________________________
 GG0008* NAD 83(1986)-  36 50 26.     (N)    094 06 41.     (W)     SCALED    
 GG0008* NAVD 88     -       380.042  (meters)    1246.85   (feet)  ADJUSTED  
 GG0008  ___________________________________________________________________
 GG0008  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 GG0008  DYNAMIC HT  -         379.722 (meters)    1245.80  (feet)  COMP
 GG0008  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 GG0008
 GG0008  VERT ORDER  -  SECOND    CLASS 0
 GG0008
 GG0008.The horizontal coordinates were scaled from a topographic map and have
 GG0008.an estimated accuracy of +/- 6 seconds.
 GG0008
 GG0008.The orthometric height was determined by differential leveling
 GG0008.and adjusted by the National Geodetic Survey in June 1991..
 GG0008
 GG0008.The geoid height was determined by GEOID03.
 GG0008
 GG0008.The dynamic height is computed by dividing the NAVD 88
 GG0008.geopotential number by the normal gravity value computed on the
 GG0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0008.degrees latitude (g = 980.6199 gals.).
 GG0008
 GG0008.The modeled gravity was interpolated from observed gravity values.
 GG0008
 GG0008;                    North         East    Units  Estimated Accuracy
 GG0008;SPC MO W     -    74,850.      884,660.      MT  (+/- 180 meters Scaled)
 GG0008
 GG0008                          SUPERSEDED SURVEY CONTROL
 GG0008
 GG0008  NGVD 29 (??/??/92)  379.906  (m)         1246.41   (f) ADJ UNCH    2 0
 GG0008
 GG0008.Superseded values are not recommended for survey control.
 GG0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0008.See file dsdata.txt to determine how the superseded data were derived.
 GG0008
 GG0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA009777(NAD 83)
 GG0008_MARKER: DB = BENCH MARK DISK
 GG0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0008_STAMPING: B 109 1935
 GG0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0008+STABILITY: SURFACE MOTION
 GG0008
 GG0008  HISTORY     - Date     Condition        Report By
 GG0008  HISTORY     - 1935     MONUMENTED       CGS
 GG0008  HISTORY     - 20060504 MARK NOT FOUND   MODNR
 GG0008
 GG0008                          STATION DESCRIPTION
 GG0008
 GG0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0008'2 MI W FROM FAIRVIEW.
 GG0008'ABOUT 2 MILES WEST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY
 GG0008'FROM FAIRVIEW, NEWTON COUNTY, 1 POLE EAST OF MILEPOST 35, AND
 GG0008'40 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED B 109 1935
 GG0008'AND SET IN THE TOP OF A CONCRETE POST.
 GG0008
 GG0008                          STATION RECOVERY (2006)
 GG0008
 GG0008'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0308 ***********************************************************************
 KD0308  DESIGNATION -  B 11
 KD0308  PID         -  KD0308
 KD0308  STATE/COUNTY-  MO/LINN
 KD0308  USGS QUAD   -  LACLEDE (1984)
 KD0308
 KD0308                         *CURRENT SURVEY CONTROL
 KD0308  ___________________________________________________________________
 KD0308* NAD 83(1986)-  39 51 14.     (N)    093 10 11.     (W)     SCALED    
 KD0308* NAVD 88     -       227.181  (meters)     745.34   (feet)  ADJUSTED  
 KD0308  ___________________________________________________________________
 KD0308  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD0308  DYNAMIC HT  -         227.055 (meters)     744.93  (feet)  COMP
 KD0308  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 KD0308
 KD0308  VERT ORDER  -  FIRST     CLASS II
 KD0308
 KD0308.The horizontal coordinates were scaled from a topographic map and have
 KD0308.an estimated accuracy of +/- 6 seconds.
 KD0308
 KD0308.The orthometric height was determined by differential leveling
 KD0308.and adjusted by the National Geodetic Survey in June 1991..
 KD0308
 KD0308.The geoid height was determined by GEOID03.
 KD0308
 KD0308.The dynamic height is computed by dividing the NAVD 88
 KD0308.geopotential number by the normal gravity value computed on the
 KD0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0308.degrees latitude (g = 980.6199 gals.).
 KD0308
 KD0308.The modeled gravity was interpolated from observed gravity values.
 KD0308
 KD0308;                    North         East    Units  Estimated Accuracy
 KD0308;SPC MO C     -   446,440.      442,690.      MT  (+/- 180 meters Scaled)
 KD0308
 KD0308                          SUPERSEDED SURVEY CONTROL
 KD0308
 KD0308  NGVD 29 (??/??/92)  227.162  (m)          745.28   (f) ADJ UNCH    1 2
 KD0308
 KD0308.Superseded values are not recommended for survey control.
 KD0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0308.See file dsdata.txt to determine how the superseded data were derived.
 KD0308
 KD0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE854115(NAD 83)
 KD0308_MARKER: DB = BENCH MARK DISK
 KD0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0308_SP_SET: CULVERT
 KD0308_STAMPING: 745.012 B 11 1930
 KD0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0308
 KD0308  HISTORY     - Date     Condition        Report By
 KD0308  HISTORY     - 1930     MONUMENTED       CGS
 KD0308  HISTORY     - 1934     GOOD             NGS
 KD0308  HISTORY     - 1967     GOOD             NGS
 KD0308  HISTORY     - 1979     GOOD             LOCENG
 KD0308
 KD0308                          STATION DESCRIPTION
 KD0308
 KD0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KD0308'2 MI S FROM LINNEUS.
 KD0308'2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KD0308'RAILROAD FROM LINNEUS, LINN COUNTY, 5 MILES NORTH OF LACLEDE,
 KD0308'1.2 MILES EAST OF STATE HIGHWAY 5, 4-1/2 RAILS SOUTHEAST OF A
 KD0308'RAILROAD CROSSING, IN A CONCRETE-PIPE CULVERT, AND 12 FEET
 KD0308'WEST OF THE TRACK.  A STANDARD DISK, STAMPED 745.012 B 11 1930.
 KD0308
 KD0308                          STATION RECOVERY (1967)
 KD0308
 KD0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0308'RECOVERED IN GOOD CONDITION.
 KD0308
 KD0308                          STATION RECOVERY (1979)
 KD0308
 KD0308'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 KD0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0163 ***********************************************************************
 HD0163  DESIGNATION -  B 11
 HD0163  PID         -  HD0163
 HD0163  STATE/COUNTY-  MO/PULASKI
 HD0163  USGS QUAD   -  DIXON (1982)
 HD0163
 HD0163                         *CURRENT SURVEY CONTROL
 HD0163  ___________________________________________________________________
 HD0163* NAD 83(1997)-  37 57 13.62080(N)    092 05 27.74424(W)     ADJUSTED  
 HD0163* NAVD 88     -       325.716  (meters)    1068.62   (feet)  ADJUSTED  
 HD0163  ___________________________________________________________________
 HD0163  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 HD0163  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HD0163  DYNAMIC HT  -         325.478 (meters)    1067.84  (feet)  COMP
 HD0163  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 HD0163
 HD0163  HORZ ORDER  -  SECOND
 HD0163  VERT ORDER  -  SECOND    CLASS 0
 HD0163
 HD0163.The horizontal coordinates were established by classical geodetic methods
 HD0163.and adjusted by the National Geodetic Survey in February 2000..
 HD0163
 HD0163.The orthometric height was determined by differential leveling
 HD0163.and adjusted by the National Geodetic Survey in June 1991..
 HD0163
 HD0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0163
 HD0163.The geoid height was determined by GEOID03.
 HD0163
 HD0163.The dynamic height is computed by dividing the NAVD 88
 HD0163.geopotential number by the normal gravity value computed on the
 HD0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0163.degrees latitude (g = 980.6199 gals.).
 HD0163
 HD0163.The modeled gravity was interpolated from observed gravity values.
 HD0163
 HD0163;                    North         East     Units Scale Factor Converg.
 HD0163;SPC MO C     -   235,381.615   535,940.167   MT  0.99994924   +0 15 05.5
 HD0163;UTM  15      - 4,201,076.820   579,855.135   MT  0.99967854   +0 33 32.6
 HD0163
 HD0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0163!SPC MO C     -   0.99995375  x   0.99994924  =   0.99990299
 HD0163!UTM  15      -   0.99995375  x   0.99967854  =   0.99963231
 HD0163
 HD0163                          SUPERSEDED SURVEY CONTROL
 HD0163
 HD0163  NAD 83(1986)-  37 57 13.63491(N)    092 05 27.74245(W) AD(       ) 2
 HD0163  NAD 27      -  37 57 13.49100(N)    092 05 27.14600(W) AD(       ) 2
 HD0163  NGVD 29 (??/??/92)  325.620  (m)         1068.30   (f) ADJ UNCH    2 0
 HD0163
 HD0163.Superseded values are not recommended for survey control.
 HD0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0163.See file dsdata.txt to determine how the superseded data were derived.
 HD0163
 HD0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7985501077(NAD 83)
 HD0163_MARKER: DD = SURVEY DISK
 HD0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0163_SP_SET: CULVERT
 HD0163_STAMPING: MO 1068 B 11 1925
 HD0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0163
 HD0163  HISTORY     - Date     Condition        Report By
 HD0163  HISTORY     - 1946     MONUMENTED       USGS
 HD0163  HISTORY     - 1946     GOOD             NGS
 HD0163  HISTORY     - 1972     GOOD             LOCENG
 HD0163  HISTORY     - 1972     GOOD             LOCENG
 HD0163
 HD0163                          STATION DESCRIPTION
 HD0163
 HD0163'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RAM)
 HD0163'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF DIXON ALONG THE
 HD0163'NORTHERLY EDGE OF STATE HIGHWAY NO. 28.  IT IS ABOUT .05 MILE
 HD0163'SOUTH OF A FARM HOME IN THE NORTHWEST END WALL OF A SMALL CONCRETE
 HD0163'CULVERT.  THE MARK SET IN THE END WALL IS THE SAME ELEVATION AS
 HD0163'THE ROAD AND THE DISK IS STAMPED B 11 1925.
 HD0163'
 HD0163'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION TEE TO
 HD0163'USGS B11 1925.  IT IS 324.858 METERS (1065.80 FEET) SOUTHWEST OF
 HD0163'THE STATION.
 HD0163'
 HD0163'TO REACH FROM THE RAILROAD UNDERPASS IN DIXON, GO SOUTH ON STATE
 HD0163'HIGHWAY NO. 28 FOR 2.7 MILES TO THE JUNCTION OF COUNTY ROUTE D
 HD0163'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO FARM HOME ON THE
 HD0163'LEFT AND THE STATION ON THE RIGHT.
 HD0163
 HD0163                          STATION RECOVERY (1946)
 HD0163
 HD0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 HD0163'2.8 MI S FROM DIXON.
 HD0163'ABOUT 2.8 MILES SOUTH ALONG MISSOURI STATE HIGHWAY 28 FROM THE
 HD0163'UNDERPASS OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD AT
 HD0163'DIXON, ABOUT 0.2 MILE SOUTH OF THE INTERSECTION WITH COUNTY
 HD0163'HIGHWAY D, 19 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 HD0163'LINE OF THE HIGHWAY, A BRONZE GEOLOGICAL SURVEY DISK SET IN THE
 HD0163'TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A 24 INCH
 HD0163'CORRUGATED IRON CULVERT.
 HD0163
 HD0163                          STATION RECOVERY (1972)
 HD0163
 HD0163'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 HD0163'RECOVERED IN GOOD CONDITION.
 HD0163
 HD0163                          STATION RECOVERY (1972)
 HD0163
 HD0163'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 HD0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1240 ***********************************************************************
 JD1240  DESIGNATION -  B 11 B 1
 JD1240  PID         -  JD1240
 JD1240  STATE/COUNTY-  MO/SALINE
 JD1240  USGS QUAD   -  HOUSTONIA (1973)
 JD1240
 JD1240                         *CURRENT SURVEY CONTROL
 JD1240  ___________________________________________________________________
 JD1240* NAD 83(1986)-  38 59 26.     (N)    093 16 13.     (W)     SCALED    
 JD1240* NAVD 88     -       228.664  (meters)     750.21   (feet)  ADJUSTED  
 JD1240  ___________________________________________________________________
 JD1240  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD1240  DYNAMIC HT  -         228.520 (meters)     749.74  (feet)  COMP
 JD1240  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 JD1240
 JD1240  VERT ORDER  -  SECOND    CLASS 0
 JD1240
 JD1240.The horizontal coordinates were scaled from a topographic map and have
 JD1240.an estimated accuracy of +/- 6 seconds.
 JD1240
 JD1240.The orthometric height was determined by differential leveling
 JD1240.and adjusted by the National Geodetic Survey in June 1991..
 JD1240
 JD1240.The geoid height was determined by GEOID03.
 JD1240
 JD1240.The dynamic height is computed by dividing the NAVD 88
 JD1240.geopotential number by the normal gravity value computed on the
 JD1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1240.degrees latitude (g = 980.6199 gals.).
 JD1240
 JD1240.The modeled gravity was interpolated from observed gravity values.
 JD1240
 JD1240;                    North         East    Units  Estimated Accuracy
 JD1240;SPC MO C     -   350,670.      433,270.      MT  (+/- 180 meters Scaled)
 JD1240
 JD1240                          SUPERSEDED SURVEY CONTROL
 JD1240
 JD1240  NGVD 29 (??/??/92)  228.58   (m)          749.9    (f) COMPUTED    2 0
 JD1240
 JD1240.Superseded values are not recommended for survey control.
 JD1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1240.See file dsdata.txt to determine how the superseded data were derived.
 JD1240
 JD1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD765157(NAD 83)
 JD1240_MARKER: DZ = AZIMUTH MARK DISK
 JD1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1240_STAMPING: B11 B1
 JD1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1240+STABILITY: SURFACE MOTION
 JD1240
 JD1240  HISTORY     - Date     Condition        Report By
 JD1240  HISTORY     - UNK      MONUMENTED       DOD
 JD1240  HISTORY     - 1963     GOOD             NGS
 JD1240
 JD1240                          STATION DESCRIPTION
 JD1240
 JD1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1240'10.4 MI NE FROM SWEET SPRINGS.
 JD1240'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 JD1240'SCHOOL AT SWEET SPRINGS, THENCE 8.2 MILE EAST ALONG U.S. HIGHWAY
 JD1240'40, THENCE 1.4 MILE NORTH ALONG COUNTY ROAD YY, AT THE TOP OF
 JD1240'A SMALL RIDGE IN A FIELD, 180 FEET EAST OF THE CENTER OF THE
 JD1240'COUNTY ROAD, 153 FEET EAST OF A FENCE LINE, A 1.5 BY 4 FOOT
 JD1240'PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF
 JD1240'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1239 ***********************************************************************
 JD1239  DESIGNATION -  B 11 B Z
 JD1239  PID         -  JD1239
 JD1239  STATE/COUNTY-  MO/SALINE
 JD1239  USGS QUAD   -  HOUSTONIA (1973)
 JD1239
 JD1239                         *CURRENT SURVEY CONTROL
 JD1239  ___________________________________________________________________
 JD1239* NAD 83(1986)-  38 59 14.     (N)    093 16 15.     (W)     SCALED    
 JD1239* NAVD 88     -       231.562  (meters)     759.72   (feet)  ADJUSTED  
 JD1239  ___________________________________________________________________
 JD1239  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD1239  DYNAMIC HT  -         231.417 (meters)     759.24  (feet)  COMP
 JD1239  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 JD1239
 JD1239  VERT ORDER  -  SECOND    CLASS 0
 JD1239
 JD1239.The horizontal coordinates were scaled from a topographic map and have
 JD1239.an estimated accuracy of +/- 6 seconds.
 JD1239
 JD1239.The orthometric height was determined by differential leveling
 JD1239.and adjusted by the National Geodetic Survey in June 1991..
 JD1239
 JD1239.The geoid height was determined by GEOID03.
 JD1239
 JD1239.The dynamic height is computed by dividing the NAVD 88
 JD1239.geopotential number by the normal gravity value computed on the
 JD1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1239.degrees latitude (g = 980.6199 gals.).
 JD1239
 JD1239.The modeled gravity was interpolated from observed gravity values.
 JD1239
 JD1239;                    North         East    Units  Estimated Accuracy
 JD1239;SPC MO C     -   350,300.      433,220.      MT  (+/- 180 meters Scaled)
 JD1239
 JD1239                          SUPERSEDED SURVEY CONTROL
 JD1239
 JD1239  NGVD 29 (??/??/92)  231.48   (m)          759.4    (f) COMPUTED    2 0
 JD1239
 JD1239.Superseded values are not recommended for survey control.
 JD1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1239.See file dsdata.txt to determine how the superseded data were derived.
 JD1239
 JD1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD765153(NAD 83)
 JD1239_MARKER: DZ = AZIMUTH MARK DISK
 JD1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1239_STAMPING: B11 B2
 JD1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1239+STABILITY: SURFACE MOTION
 JD1239
 JD1239  HISTORY     - Date     Condition        Report By
 JD1239  HISTORY     - UNK      MONUMENTED       DOD
 JD1239  HISTORY     - 1963     GOOD             NGS
 JD1239
 JD1239                          STATION DESCRIPTION
 JD1239
 JD1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1239'10.1 MI NE FROM SWEET SPRINGS.
 JD1239'ABOUT 0.8 MILE NORTH ALONG COUNTY ROAD 127 FROM THE ELEMENTARY
 JD1239'SCHOOL AT SWEET SPRINGS, THENCE 8.2 MILE EAST ALONG U.S. HIGHWAY
 JD1239'40, THENCE 1.1 MILE NORTH ALONG COUNTY ROAD YY, AT THE TOP OF A
 JD1239'SMALL HILL, 198 FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT
 JD1239'600 FEET NORTHWEST OF A FARM HOME, A 1.5 BY 4 FOOT PEDESTAL
 JD1239'WITH TRIBRACH, USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH
 JD1239'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1237 ***********************************************************************
 JD1237  DESIGNATION -  B 11 Z
 JD1237  PID         -  JD1237
 JD1237  STATE/COUNTY-  MO/SALINE
 JD1237  USGS QUAD   -  HOUSTONIA (1973)
 JD1237
 JD1237                         *CURRENT SURVEY CONTROL
 JD1237  ___________________________________________________________________
 JD1237* NAD 83(1986)-  38 59 10.     (N)    093 16 35.     (W)     SCALED    
 JD1237* NAVD 88     -       233.047  (meters)     764.59   (feet)  ADJUSTED  
 JD1237  ___________________________________________________________________
 JD1237  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD1237  DYNAMIC HT  -         232.900 (meters)     764.11  (feet)  COMP
 JD1237  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 JD1237
 JD1237  VERT ORDER  -  SECOND    CLASS 0
 JD1237
 JD1237.The horizontal coordinates were scaled from a topographic map and have
 JD1237.an estimated accuracy of +/- 6 seconds.
 JD1237
 JD1237.The orthometric height was determined by differential leveling
 JD1237.and adjusted by the National Geodetic Survey in June 1991..
 JD1237
 JD1237.The geoid height was determined by GEOID03.
 JD1237
 JD1237.The dynamic height is computed by dividing the NAVD 88
 JD1237.geopotential number by the normal gravity value computed on the
 JD1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1237.degrees latitude (g = 980.6199 gals.).
 JD1237
 JD1237.The modeled gravity was interpolated from observed gravity values.
 JD1237
 JD1237;                    North         East    Units  Estimated Accuracy
 JD1237;SPC MO C     -   350,180.      432,740.      MT  (+/- 180 meters Scaled)
 JD1237
 JD1237                          SUPERSEDED SURVEY CONTROL
 JD1237
 JD1237  NGVD 29 (??/??/92)  232.97   (m)          764.3    (f) COMPUTED    2 0
 JD1237
 JD1237.Superseded values are not recommended for survey control.
 JD1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1237.See file dsdata.txt to determine how the superseded data were derived.
 JD1237
 JD1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD760152(NAD 83)
 JD1237_MARKER: DS = TRIANGULATION STATION DISK
 JD1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1237_STAMPING: B 11 Z 1962
 JD1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1237+STABILITY: SURFACE MOTION
 JD1237
 JD1237  HISTORY     - Date     Condition        Report By
 JD1237  HISTORY     - 1962     MONUMENTED       CGS
 JD1237  HISTORY     - 1963     GOOD             NGS
 JD1237
 JD1237                          STATION DESCRIPTION
 JD1237
 JD1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1237'10.4 MI NE FROM SWEET SPRINGS.
 JD1237'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 JD1237'SCHOOL AT SWEET SPRINGS, THENCE 8.2 MILE EAST ALONG U.S.
 JD1237'HIGHWAY 40, THENCE 1 MILE NORTH ALONG COUNTY ROAD YY, THENCE
 JD1237'0.4 MILE WEST ALONG A FENCE LINE, AT THE TOP OF A RIDGE, 82.8
 JD1237'FEET WEST OF RM NO1, 56.8 FEET EAST OF RM NO2, 1.8 FEET NORTH
 JD1237'OF A FENCE LINE, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 JD1237'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1241 ***********************************************************************
 JD1241  DESIGNATION -  B 11 Z AZ MK
 JD1241  PID         -  JD1241
 JD1241  STATE/COUNTY-  MO/SALINE
 JD1241  USGS QUAD   -  HOUSTONIA (1973)
 JD1241
 JD1241                         *CURRENT SURVEY CONTROL
 JD1241  ___________________________________________________________________
 JD1241* NAD 83(1986)-  38 59 55.     (N)    093 16 14.     (W)     SCALED    
 JD1241* NAVD 88     -       228.805  (meters)     750.67   (feet)  ADJUSTED  
 JD1241  ___________________________________________________________________
 JD1241  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD1241  DYNAMIC HT  -         228.661 (meters)     750.20  (feet)  COMP
 JD1241  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 JD1241
 JD1241  VERT ORDER  -  SECOND    CLASS 0
 JD1241
 JD1241.The horizontal coordinates were scaled from a topographic map and have
 JD1241.an estimated accuracy of +/- 6 seconds.
 JD1241
 JD1241.The orthometric height was determined by differential leveling
 JD1241.and adjusted by the National Geodetic Survey in June 1991..
 JD1241
 JD1241.The geoid height was determined by GEOID03.
 JD1241
 JD1241.The dynamic height is computed by dividing the NAVD 88
 JD1241.geopotential number by the normal gravity value computed on the
 JD1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1241.degrees latitude (g = 980.6199 gals.).
 JD1241
 JD1241.The modeled gravity was interpolated from observed gravity values.
 JD1241
 JD1241;                    North         East    Units  Estimated Accuracy
 JD1241;SPC MO C     -   351,560.      433,250.      MT  (+/- 180 meters Scaled)
 JD1241
 JD1241                          SUPERSEDED SURVEY CONTROL
 JD1241
 JD1241  NGVD 29 (??/??/92)  228.72   (m)          750.4    (f) COMPUTED    2 0
 JD1241
 JD1241.Superseded values are not recommended for survey control.
 JD1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1241.See file dsdata.txt to determine how the superseded data were derived.
 JD1241
 JD1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD765166(NAD 83)
 JD1241_MARKER: DZ = AZIMUTH MARK DISK
 JD1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1241_STAMPING: B11Z 1962
 JD1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1241+STABILITY: SURFACE MOTION
 JD1241
 JD1241  HISTORY     - Date     Condition        Report By
 JD1241  HISTORY     - 1962     MONUMENTED       CGS
 JD1241  HISTORY     - 1963     GOOD             NGS
 JD1241
 JD1241                          STATION DESCRIPTION
 JD1241
 JD1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1241'11 MI NE FROM SWEET SPRINGS.
 JD1241'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 JD1241'SCHOOL AT SWEET SPRINGS, THENCE 8.2 MILE EAST ALONG U.S. HIGHWAY
 JD1241'40, THENCE 2 MILE NORTH ALONG COUNTY ROAD YY, AT A FENCE CORNER,
 JD1241'75.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 40 FEET WEST OF A
 JD1241'FENCE CORNER, 0.9 FOOT SOUTH OF A FENCE LINE, 2 FEET WEST OF A
 JD1241'WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD, A DISK IN THE TOP OF A
 JD1241'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1236 ***********************************************************************
 JD1236  DESIGNATION -  B 11 Z RM 1
 JD1236  PID         -  JD1236
 JD1236  STATE/COUNTY-  MO/SALINE
 JD1236  USGS QUAD   -  HOUSTONIA (1973)
 JD1236
 JD1236                         *CURRENT SURVEY CONTROL
 JD1236  ___________________________________________________________________
 JD1236* NAD 83(1986)-  38 59 10.     (N)    093 16 33.     (W)     SCALED    
 JD1236* NAVD 88     -       232.686  (meters)     763.40   (feet)  ADJUSTED  
 JD1236  ___________________________________________________________________
 JD1236  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD1236  DYNAMIC HT  -         232.539 (meters)     762.92  (feet)  COMP
 JD1236  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 JD1236
 JD1236  VERT ORDER  -  SECOND    CLASS 0
 JD1236
 JD1236.The horizontal coordinates were scaled from a topographic map and have
 JD1236.an estimated accuracy of +/- 6 seconds.
 JD1236
 JD1236.The orthometric height was determined by differential leveling
 JD1236.and adjusted by the National Geodetic Survey in June 1991..
 JD1236
 JD1236.The geoid height was determined by GEOID03.
 JD1236
 JD1236.The dynamic height is computed by dividing the NAVD 88
 JD1236.geopotential number by the normal gravity value computed on the
 JD1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1236.degrees latitude (g = 980.6199 gals.).
 JD1236
 JD1236.The modeled gravity was interpolated from observed gravity values.
 JD1236
 JD1236;                    North         East    Units  Estimated Accuracy
 JD1236;SPC MO C     -   350,180.      432,780.      MT  (+/- 180 meters Scaled)
 JD1236
 JD1236                          SUPERSEDED SURVEY CONTROL
 JD1236
 JD1236  NGVD 29 (??/??/92)  232.60   (m)          763.1    (f) COMPUTED    2 0
 JD1236
 JD1236.Superseded values are not recommended for survey control.
 JD1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1236.See file dsdata.txt to determine how the superseded data were derived.
 JD1236
 JD1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD761152(NAD 83)
 JD1236_MARKER: DR = REFERENCE MARK DISK
 JD1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1236_STAMPING: B11Z NO 1 1962
 JD1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1236+STABILITY: SURFACE MOTION
 JD1236
 JD1236  HISTORY     - Date     Condition        Report By
 JD1236  HISTORY     - 1962     MONUMENTED       CGS
 JD1236  HISTORY     - 1963     GOOD             NGS
 JD1236
 JD1236                          STATION DESCRIPTION
 JD1236
 JD1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1236'10.4 MI NE FROM SWEET SPRINGS.
 JD1236'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 JD1236'SCHOOL AT SWEET SPRINGS, THENCE 8.2 MILE EAST ALONG U.S. HIGHWAY
 JD1236'40, THENCE 1 MILE NORTH ALONG COUNTY ROAD YY, THENCE 0.4 MILE
 JD1236'WEST ALONG A FENCE LINE, 139.6 FEET EAST OF RM NO 2, 82.8 FEET
 JD1236'EAST OF THE STATION MARK, 1 FOOT NORTH OF A FENCE LINE, A DISK
 JD1236'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1238 ***********************************************************************
 JD1238  DESIGNATION -  B 11 Z RM 2
 JD1238  PID         -  JD1238
 JD1238  STATE/COUNTY-  MO/SALINE
 JD1238  USGS QUAD   -  HOUSTONIA (1973)
 JD1238
 JD1238                         *CURRENT SURVEY CONTROL
 JD1238  ___________________________________________________________________
 JD1238* NAD 83(1986)-  38 59 10.     (N)    093 16 36.     (W)     SCALED    
 JD1238* NAVD 88     -       233.344  (meters)     765.56   (feet)  ADJUSTED  
 JD1238  ___________________________________________________________________
 JD1238  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD1238  DYNAMIC HT  -         233.197 (meters)     765.08  (feet)  COMP
 JD1238  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 JD1238
 JD1238  VERT ORDER  -  SECOND    CLASS 0
 JD1238
 JD1238.The horizontal coordinates were scaled from a topographic map and have
 JD1238.an estimated accuracy of +/- 6 seconds.
 JD1238
 JD1238.The orthometric height was determined by differential leveling
 JD1238.and adjusted by the National Geodetic Survey in June 1991..
 JD1238
 JD1238.The geoid height was determined by GEOID03.
 JD1238
 JD1238.The dynamic height is computed by dividing the NAVD 88
 JD1238.geopotential number by the normal gravity value computed on the
 JD1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1238.degrees latitude (g = 980.6199 gals.).
 JD1238
 JD1238.The modeled gravity was interpolated from observed gravity values.
 JD1238
 JD1238;                    North         East    Units  Estimated Accuracy
 JD1238;SPC MO C     -   350,180.      432,710.      MT  (+/- 180 meters Scaled)
 JD1238
 JD1238                          SUPERSEDED SURVEY CONTROL
 JD1238
 JD1238  NGVD 29 (??/??/92)  233.26   (m)          765.3    (f) COMPUTED    2 0
 JD1238
 JD1238.Superseded values are not recommended for survey control.
 JD1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1238.See file dsdata.txt to determine how the superseded data were derived.
 JD1238
 JD1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD760152(NAD 83)
 JD1238_MARKER: DR = REFERENCE MARK DISK
 JD1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1238_STAMPING: B 11 Z NO 2 1963
 JD1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1238+STABILITY: SURFACE MOTION
 JD1238
 JD1238  HISTORY     - Date     Condition        Report By
 JD1238  HISTORY     - 1962     MONUMENTED       CGS
 JD1238
 JD1238                          STATION DESCRIPTION
 JD1238
 JD1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1238'0.4 MI NE FROM SWEET SPRINGS.
 JD1238'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 JD1238'SCHOOL AT SWEET SPRINGS, THENCE 8.2 MILE EAST ALONG U.S. HIGHWAY
 JD1238'40, THENCE 1 MILE NORTH ALONG COUNTY ROAD YY, THENCE 0.4 MILE
 JD1238'WEST ALONG A FENCE LINE, 139 FEET WEST OF RM 1, 56.8 FEET WEST
 JD1238'OF THE STATION MARK, 1 FOOT NORTH OF A FENCE LINE, A DISK IN THE
 JD1238'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0541 ***********************************************************************
 HD0541  DESIGNATION -  B 110
 HD0541  PID         -  HD0541
 HD0541  STATE/COUNTY-  MO/DALLAS
 HD0541  USGS QUAD   -  BUFFALO NW (1950)
 HD0541
 HD0541                         *CURRENT SURVEY CONTROL
 HD0541  ___________________________________________________________________
 HD0541* NAD 83(1986)-  37 38 19.     (N)    093 08 53.     (W)     SCALED    
 HD0541* NAVD 88     -       315.710  (meters)    1035.79   (feet)  ADJUSTED  
 HD0541  ___________________________________________________________________
 HD0541  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HD0541  DYNAMIC HT  -         315.469 (meters)    1035.00  (feet)  COMP
 HD0541  MODELED GRAV-     979,858.8   (mgal)                       NAVD 88
 HD0541
 HD0541  VERT ORDER  -  SECOND    CLASS 0
 HD0541
 HD0541.The horizontal coordinates were scaled from a topographic map and have
 HD0541.an estimated accuracy of +/- 6 seconds.
 HD0541
 HD0541.The orthometric height was determined by differential leveling
 HD0541.and adjusted by the National Geodetic Survey in June 1991..
 HD0541
 HD0541.The geoid height was determined by GEOID03.
 HD0541
 HD0541.The dynamic height is computed by dividing the NAVD 88
 HD0541.geopotential number by the normal gravity value computed on the
 HD0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0541.degrees latitude (g = 980.6199 gals.).
 HD0541
 HD0541.The modeled gravity was interpolated from observed gravity values.
 HD0541
 HD0541;                    North         East    Units  Estimated Accuracy
 HD0541;SPC MO C     -   200,520.      442,810.      MT  (+/- 180 meters Scaled)
 HD0541
 HD0541                          SUPERSEDED SURVEY CONTROL
 HD0541
 HD0541.No superseded survey control is available for this station.
 HD0541
 HD0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB869657(NAD 83)
 HD0541_MARKER: DB = BENCH MARK DISK
 HD0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0541+STABILITY: SURFACE MOTION
 HD0541
 HD0541  HISTORY     - Date     Condition        Report By
 HD0541  HISTORY     - UNK      MONUMENTED       CGS
 HD0541  HISTORY     - 1935     GOOD             NGS
 HD0541
 HD0541                          STATION DESCRIPTION
 HD0541
 HD0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0541'3.4 MI W FROM BUFFALO.
 HD0541'3.4 MILES WEST OF DALLAS COUNTY COURTHOUSE ALONG STATE HIGHWAY
 HD0541'64, 30 FT SOUTH OF CENTER LINE OF HY., 0.2 MILES WEST OF BRIDGE,
 HD0541'ON CURVE OF HIGHWAY AND 15 FT WEST 20 INCH OAK TREE, 30 FT
 HD0541'NORTH OF CENTER LINE OF FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0542 ***********************************************************************
 HD0542  DESIGNATION -  B 110 RESET
 HD0542  PID         -  HD0542
 HD0542  STATE/COUNTY-  MO/DALLAS
 HD0542  USGS QUAD   -  BUFFALO NW (1950)
 HD0542
 HD0542                         *CURRENT SURVEY CONTROL
 HD0542  ___________________________________________________________________
 HD0542* NAD 83(1986)-  37 38 19.     (N)    093 08 52.     (W)     SCALED    
 HD0542* NAVD 88     -       317.35   (meters)    1041.2    (feet)  RESET     
 HD0542  ___________________________________________________________________
 HD0542  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HD0542
 HD0542  VERT ORDER  -  THIRD
 HD0542
 HD0542.The horizontal coordinates were scaled from a topographic map and have
 HD0542.an estimated accuracy of +/- 6 seconds.
 HD0542
 HD0542.The orthometric height was computed from unverified reset data.
 HD0542
 HD0542.The geoid height was determined by GEOID03.
 HD0542
 HD0542;                    North         East    Units  Estimated Accuracy
 HD0542;SPC MO C     -   200,520.      442,830.      MT  (+/- 180 meters Scaled)
 HD0542
 HD0542                          SUPERSEDED SURVEY CONTROL
 HD0542
 HD0542  NGVD 29 (??/??/??)  317.24   (m)         1040.8    (f) RESET       3  
 HD0542
 HD0542.Superseded values are not recommended for survey control.
 HD0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0542.See file dsdata.txt to determine how the superseded data were derived.
 HD0542
 HD0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB869657(NAD 83)
 HD0542_MARKER: DB = BENCH MARK DISK
 HD0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0542_SP_SET: BRIDGE
 HD0542_STAMPING: B 110 RESET 1946
 HD0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0542
 HD0542  HISTORY     - Date     Condition        Report By
 HD0542  HISTORY     - 1946     MONUMENTED       MOHC
 HD0542  HISTORY     - 20060725 GOOD             MODNR
 HD0542
 HD0542                          STATION DESCRIPTION
 HD0542
 HD0542'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1946
 HD0542'3.4 MI W FROM BUFFALO.
 HD0542'3.4 MILES WEST ALONG STATE HIGHWAY 64 FROM THE COUNTY COURTHOUSE
 HD0542'AT BUFFALO, DALLAS COUNTY, 0.2 MILE WEST OF A BRIDGE, AT A
 HD0542'BRIDGE OVER LINDLEY CREEK, AND IN THE TOP OF THE NORTHWEST
 HD0542'WINGWALL.  A STANDARD DISK, STAMPED B 110 RESET 1946.
 HD0542
 HD0542                          STATION RECOVERY (2006)
 HD0542
 HD0542'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HD0542'THE AUTONOMOUS HAD HELD POSITIONS IS LAT  37 38 19.9 LONG  93 08 53.1.
 HD0542' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0433 ***********************************************************************
 HD0433  DESIGNATION -  B 111
 HD0433  PID         -  HD0433
 HD0433  STATE/COUNTY-  MO/LACLEDE
 HD0433  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0433
 HD0433                         *CURRENT SURVEY CONTROL
 HD0433  ___________________________________________________________________
 HD0433* NAD 83(1986)-  37 36 52.     (N)    092 50 28.     (W)     SCALED    
 HD0433* NAVD 88     -       388.522  (meters)    1274.68   (feet)  ADJUSTED  
 HD0433  ___________________________________________________________________
 HD0433  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HD0433  DYNAMIC HT  -         388.225 (meters)    1273.70  (feet)  COMP
 HD0433  MODELED GRAV-     979,851.5   (mgal)                       NAVD 88
 HD0433
 HD0433  VERT ORDER  -  SECOND    CLASS 0
 HD0433
 HD0433.The horizontal coordinates were scaled from a topographic map and have
 HD0433.an estimated accuracy of +/- 6 seconds.
 HD0433
 HD0433.The orthometric height was determined by differential leveling
 HD0433.and adjusted by the National Geodetic Survey in June 1991..
 HD0433
 HD0433.The geoid height was determined by GEOID03.
 HD0433
 HD0433.The dynamic height is computed by dividing the NAVD 88
 HD0433.geopotential number by the normal gravity value computed on the
 HD0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0433.degrees latitude (g = 980.6199 gals.).
 HD0433
 HD0433.The modeled gravity was interpolated from observed gravity values.
 HD0433
 HD0433;                    North         East    Units  Estimated Accuracy
 HD0433;SPC MO C     -   197,700.      469,890.      MT  (+/- 180 meters Scaled)
 HD0433
 HD0433                          SUPERSEDED SURVEY CONTROL
 HD0433
 HD0433  NGVD 29 (??/??/92)  388.413  (m)         1274.32   (f) ADJ UNCH    2 0
 HD0433
 HD0433.Superseded values are not recommended for survey control.
 HD0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0433.See file dsdata.txt to determine how the superseded data were derived.
 HD0433
 HD0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB140630(NAD 83)
 HD0433_MARKER: DB = BENCH MARK DISK
 HD0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0433_STAMPING: B 111 1935
 HD0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0433+STABILITY: SURFACE MOTION
 HD0433
 HD0433  HISTORY     - Date     Condition        Report By
 HD0433  HISTORY     - 1935     MONUMENTED       CGS
 HD0433  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0433  HISTORY     - 1978     MARK NOT FOUND   USGS
 HD0433
 HD0433                          STATION DESCRIPTION
 HD0433
 HD0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0433'3.8 MI E FROM LONG LANE.
 HD0433'IN LACLEDE COUNTY, 3.8 MILES EAST ALONG THE LEBANON ROAD FROM
 HD0433'THE BANK BUILDING AT LONG LANE, DALLAS COUNTY, 90 FEET WEST OF
 HD0433'THE TOP OF A HILL, 26 FEET SOUTH OF THE CENTERLINE OF THE
 HD0433'HIGHWAY, AND 12 FEET WEST OF A TWIN OAK TREE.  A STANDARD DISK,
 HD0433'STAMPED B 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HD0433
 HD0433                          STATION RECOVERY (1978)
 HD0433
 HD0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0433'MARK NOT FOUND.
 HD0433
 HD0433                          STATION RECOVERY (1978)
 HD0433
 HD0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HD0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0298 ***********************************************************************
 HD0298  DESIGNATION -  B 112
 HD0298  PID         -  HD0298
 HD0298  STATE/COUNTY-  MO/WEBSTER
 HD0298  USGS QUAD   -  NIANGUA (1982)
 HD0298
 HD0298                         *CURRENT SURVEY CONTROL
 HD0298  ___________________________________________________________________
 HD0298* NAD 83(1986)-  37 26 29.     (N)    092 50 31.     (W)     SCALED    
 HD0298* NAVD 88     -       427.388  (meters)    1402.19   (feet)  ADJUSTED  
 HD0298  ___________________________________________________________________
 HD0298  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HD0298  DYNAMIC HT  -         427.057 (meters)    1401.10  (feet)  COMP
 HD0298  MODELED GRAV-     979,841.9   (mgal)                       NAVD 88
 HD0298
 HD0298  VERT ORDER  -  SECOND    CLASS 0
 HD0298
 HD0298.The horizontal coordinates were scaled from a topographic map and have
 HD0298.an estimated accuracy of +/- 6 seconds.
 HD0298
 HD0298.The orthometric height was determined by differential leveling
 HD0298.and adjusted by the National Geodetic Survey in June 1991..
 HD0298
 HD0298.The geoid height was determined by GEOID03.
 HD0298
 HD0298.The dynamic height is computed by dividing the NAVD 88
 HD0298.geopotential number by the normal gravity value computed on the
 HD0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0298.degrees latitude (g = 980.6199 gals.).
 HD0298
 HD0298.The modeled gravity was interpolated from observed gravity values.
 HD0298
 HD0298;                    North         East    Units  Estimated Accuracy
 HD0298;SPC MO C     -   178,490.      469,740.      MT  (+/- 180 meters Scaled)
 HD0298
 HD0298                          SUPERSEDED SURVEY CONTROL
 HD0298
 HD0298  NGVD 29 (??/??/92)  427.266  (m)         1401.79   (f) ADJ UNCH    2 0
 HD0298
 HD0298.Superseded values are not recommended for survey control.
 HD0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0298.See file dsdata.txt to determine how the superseded data were derived.
 HD0298
 HD0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB139438(NAD 83)
 HD0298_MARKER: DB = BENCH MARK DISK
 HD0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0298_STAMPING: B 112 1935
 HD0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0298+STABILITY: SURFACE MOTION
 HD0298
 HD0298  HISTORY     - Date     Condition        Report By
 HD0298  HISTORY     - 1935     MONUMENTED       CGS
 HD0298  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0298  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0298
 HD0298                          STATION DESCRIPTION
 HD0298
 HD0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0298'AT SAMPSON.
 HD0298'AT SAMPSON SWITCH, WEBSTER COUNTY, ON THE ST. LOUIS SAN
 HD0298'FRANCISCO RAILWAY, 4 POLES NORTH OF MILEPOST 203, 50 FEET
 HD0298'WEST OF A ROAD CROSSING, AND 40 FEET SOUTH OF THE TRACK.  A
 HD0298'STANDARD DISK, STAMPED B 112 1935 AND SET IN THE TOP OF A
 HD0298'CONCRETE POST.
 HD0298
 HD0298                          STATION RECOVERY (1979)
 HD0298
 HD0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0298'MARK NOT FOUND.
 HD0298
 HD0298                          STATION RECOVERY (1979)
 HD0298
 HD0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0011 ***********************************************************************
 HD0011  DESIGNATION -  B 113
 HD0011  PID         -  HD0011
 HD0011  STATE/COUNTY-  MO/LACLEDE
 HD0011  USGS QUAD   -  WINNIPEG (1976)
 HD0011
 HD0011                         *CURRENT SURVEY CONTROL
 HD0011  ___________________________________________________________________
 HD0011* NAD 83(1986)-  37 33 32.     (N)    092 18 56.     (W)     SCALED    
 HD0011* NAVD 88     -       317.618  (meters)    1042.05   (feet)  ADJUSTED  
 HD0011  ___________________________________________________________________
 HD0011  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HD0011  DYNAMIC HT  -         317.366 (meters)    1041.22  (feet)  COMP
 HD0011  MODELED GRAV-     979,828.2   (mgal)                       NAVD 88
 HD0011
 HD0011  VERT ORDER  -  SECOND    CLASS 0
 HD0011
 HD0011.The horizontal coordinates were scaled from a topographic map and have
 HD0011.an estimated accuracy of +/- 6 seconds.
 HD0011
 HD0011.The orthometric height was determined by differential leveling
 HD0011.and adjusted by the National Geodetic Survey in June 1991..
 HD0011
 HD0011.The geoid height was determined by GEOID03.
 HD0011
 HD0011.The dynamic height is computed by dividing the NAVD 88
 HD0011.geopotential number by the normal gravity value computed on the
 HD0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0011.degrees latitude (g = 980.6199 gals.).
 HD0011
 HD0011.The modeled gravity was interpolated from observed gravity values.
 HD0011
 HD0011;                    North         East    Units  Estimated Accuracy
 HD0011;SPC MO C     -   191,490.      516,300.      MT  (+/- 180 meters Scaled)
 HD0011
 HD0011                          SUPERSEDED SURVEY CONTROL
 HD0011
 HD0011  NGVD 29 (??/??/92)  317.505  (m)         1041.68   (f) ADJ UNCH    2 0
 HD0011
 HD0011.Superseded values are not recommended for survey control.
 HD0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0011.See file dsdata.txt to determine how the superseded data were derived.
 HD0011
 HD0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB604570(NAD 83)
 HD0011_MARKER: DB = BENCH MARK DISK
 HD0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0011_STAMPING: B 113 1935
 HD0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0011+STABILITY: SURFACE MOTION
 HD0011
 HD0011  HISTORY     - Date     Condition        Report By
 HD0011  HISTORY     - 1935     MONUMENTED       CGS
 HD0011  HISTORY     - 20060227 MARK NOT FOUND   MODNR
 HD0011
 HD0011                          STATION DESCRIPTION
 HD0011
 HD0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0011'1.4 MI SE FROM NEBO.
 HD0011'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 HD0011'AT NEBO, LACLEDE COUNTY, ON OLD COUNTY ROAD D, 100 YARDS EAST
 HD0011'OF THE JUNCTION OF A COUNTY ROAD, AT THE POINT WHERE THE ROAD
 HD0011'TURNS SOUTH, AND 8 YARDS SOUTHEAST OF THE CENTERLINE OF THE
 HD0011'ROAD.  A STANDARD DISK, STAMPED B 113 1935 AND SET IN THE TOP
 HD0011'OF A CONCRETE POST.
 HD0011
 HD0011                          STATION RECOVERY (2006)
 HD0011
 HD0011'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 HD0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0152 ***********************************************************************
 HC0152  DESIGNATION -  B 114
 HC0152  PID         -  HC0152
 HC0152  STATE/COUNTY-  MO/CARTER
 HC0152  USGS QUAD   -  GARWOOD (1985)
 HC0152
 HC0152                         *CURRENT SURVEY CONTROL
 HC0152  ___________________________________________________________________
 HC0152* NAD 83(1986)-  37 02 46.     (N)    090 55 31.     (W)     SCALED    
 HC0152* NAVD 88     -       246.971  (meters)     810.27   (feet)  POSTED    
 HC0152  ___________________________________________________________________
 HC0152  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HC0152  DYNAMIC HT  -         246.770 (meters)     809.61  (feet)  COMP
 HC0152  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 HC0152
 HC0152  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0152
 HC0152.The horizontal coordinates were scaled from a topographic map and have
 HC0152.an estimated accuracy of +/- 6 seconds.
 HC0152
 HC0152.The orthometric height was determined by differential leveling
 HC0152.and adjusted by the National Geodetic Survey in 1992..
 HC0152.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0152.rate of 0.0 thru 1.0 mm/km.
 HC0152
 HC0152.The geoid height was determined by GEOID03.
 HC0152
 HC0152.The dynamic height is computed by dividing the NAVD 88
 HC0152.geopotential number by the normal gravity value computed on the
 HC0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0152.degrees latitude (g = 980.6199 gals.).
 HC0152
 HC0152.The modeled gravity was interpolated from observed gravity values.
 HC0152
 HC0152;                    North         East    Units  Estimated Accuracy
 HC0152;SPC MO E     -   134,650.      212,170.      MT  (+/- 180 meters Scaled)
 HC0152
 HC0152                          SUPERSEDED SURVEY CONTROL
 HC0152
 HC0152  NGVD 29 (??/??/92)  246.922  (m)          810.11   (f) ADJ UNCH    2 0
 HC0152
 HC0152.Superseded values are not recommended for survey control.
 HC0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0152.See file dsdata.txt to determine how the superseded data were derived.
 HC0152
 HC0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB845020(NAD 83)
 HC0152_MARKER: DB = BENCH MARK DISK
 HC0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0152_STAMPING: B 114 1935
 HC0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0152+STABILITY: SURFACE MOTION
 HC0152
 HC0152  HISTORY     - Date     Condition        Report By
 HC0152  HISTORY     - 1935     MONUMENTED       CGS
 HC0152
 HC0152                          STATION DESCRIPTION
 HC0152
 HC0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0152'7 MI NE FROM VAN BUREN.
 HC0152'7.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM VAN BUREN, 1.2
 HC0152'MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 21 AND 34, 45
 HC0152'FEET NORTH OF TWIN 10-INCH HICKORY TREES, AND 40 FEET SOUTH
 HC0152'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HC0152'B 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0528 ***********************************************************************
 HC0528  DESIGNATION -  B 115
 HC0528  PID         -  HC0528
 HC0528  STATE/COUNTY-  MO/REYNOLDS
 HC0528  USGS QUAD   -  CORRIDON (1985)
 HC0528
 HC0528                         *CURRENT SURVEY CONTROL
 HC0528  ___________________________________________________________________
 HC0528* NAD 83(1986)-  37 24 10.     (N)    091 04 23.     (W)     SCALED    
 HC0528* NAVD 88     -       380.989  (meters)    1249.96   (feet)  ADJUSTED  
 HC0528  ___________________________________________________________________
 HC0528  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HC0528  DYNAMIC HT  -         380.682 (meters)    1248.95  (feet)  COMP
 HC0528  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 HC0528
 HC0528  VERT ORDER  -  SECOND    CLASS 0
 HC0528
 HC0528.The horizontal coordinates were scaled from a topographic map and have
 HC0528.an estimated accuracy of +/- 6 seconds.
 HC0528
 HC0528.The orthometric height was determined by differential leveling
 HC0528.and adjusted by the National Geodetic Survey in June 1991..
 HC0528
 HC0528.The geoid height was determined by GEOID03.
 HC0528
 HC0528.The dynamic height is computed by dividing the NAVD 88
 HC0528.geopotential number by the normal gravity value computed on the
 HC0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0528.degrees latitude (g = 980.6199 gals.).
 HC0528
 HC0528.The modeled gravity was interpolated from observed gravity values.
 HC0528
 HC0528;                    North         East    Units  Estimated Accuracy
 HC0528;SPC MO E     -   174,310.      199,270.      MT  (+/- 180 meters Scaled)
 HC0528
 HC0528                          SUPERSEDED SURVEY CONTROL
 HC0528
 HC0528  NGVD 29 (??/??/92)  380.951  (m)         1249.84   (f) ADJ UNCH    2 0
 HC0528
 HC0528.Superseded values are not recommended for survey control.
 HC0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0528.See file dsdata.txt to determine how the superseded data were derived.
 HC0528
 HC0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB705412(NAD 83)
 HC0528_MARKER: DB = BENCH MARK DISK
 HC0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0528_STAMPING: B 115 1935
 HC0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0528+STABILITY: SURFACE MOTION
 HC0528
 HC0528  HISTORY     - Date     Condition        Report By
 HC0528  HISTORY     - 1935     MONUMENTED       CGS
 HC0528  HISTORY     - 1966     MARK NOT FOUND   USGS
 HC0528
 HC0528                          STATION DESCRIPTION
 HC0528
 HC0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0528'0.1 MI NW FROM REYNOLDS.
 HC0528'0.1 MILE NORTHWEST ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0528'STATION AT REYNOLDS, REYNOLDS COUNTY, AT A ROAD CROSSING, 40
 HC0528'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 30 FEET EAST OF THE
 HC0528'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 115 1935 AND
 HC0528'SET IN THE TOP OF A CONCRETE POST.
 HC0528
 HC0528                          STATION RECOVERY (1966)
 HC0528
 HC0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HC0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0285 ***********************************************************************
 HC0285  DESIGNATION -  B 116
 HC0285  PID         -  HC0285
 HC0285  STATE/COUNTY-  MO/REYNOLDS
 HC0285  USGS QUAD   -  CENTERVILLE (1985)
 HC0285
 HC0285                         *CURRENT SURVEY CONTROL
 HC0285  ___________________________________________________________________
 HC0285* NAD 83(1986)-  37 27 53.     (N)    090 55 47.     (W)     SCALED    
 HC0285* NAVD 88     -       260.618  (meters)     855.04   (feet)  ADJUSTED  
 HC0285  ___________________________________________________________________
 HC0285  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HC0285  DYNAMIC HT  -         260.416 (meters)     854.38  (feet)  COMP
 HC0285  MODELED GRAV-     979,848.2   (mgal)                       NAVD 88
 HC0285
 HC0285  VERT ORDER  -  SECOND    CLASS 0
 HC0285
 HC0285.The horizontal coordinates were scaled from a topographic map and have
 HC0285.an estimated accuracy of +/- 6 seconds.
 HC0285
 HC0285.The orthometric height was determined by differential leveling
 HC0285.and adjusted by the National Geodetic Survey in June 1991..
 HC0285
 HC0285.The geoid height was determined by GEOID03.
 HC0285
 HC0285.The dynamic height is computed by dividing the NAVD 88
 HC0285.geopotential number by the normal gravity value computed on the
 HC0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0285.degrees latitude (g = 980.6199 gals.).
 HC0285
 HC0285.The modeled gravity was interpolated from observed gravity values.
 HC0285
 HC0285;                    North         East    Units  Estimated Accuracy
 HC0285;SPC MO E     -   181,110.      211,990.      MT  (+/- 180 meters Scaled)
 HC0285
 HC0285                          SUPERSEDED SURVEY CONTROL
 HC0285
 HC0285  NGVD 29 (??/??/92)  260.594  (m)          854.97   (f) ADJ UNCH    2 0
 HC0285
 HC0285.Superseded values are not recommended for survey control.
 HC0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0285.See file dsdata.txt to determine how the superseded data were derived.
 HC0285
 HC0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB830484(NAD 83)
 HC0285_MARKER: DB = BENCH MARK DISK
 HC0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0285_STAMPING: B 116 1935
 HC0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0285+STABILITY: SURFACE MOTION
 HC0285
 HC0285  HISTORY     - Date     Condition        Report By
 HC0285  HISTORY     - 1935     MONUMENTED       CGS
 HC0285
 HC0285                          STATION DESCRIPTION
 HC0285
 HC0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0285'3 MI NE FROM CENTERVILLE.
 HC0285'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY
 HC0285'COURTHOUSE AT CENTERVILLE, AT THE FOOT OF A HILL, AT THE
 HC0285'JUNCTION OF A ROAD LEADING SOUTH, 30 FEET SOUTH OF THE CENTERLINE
 HC0285'OF THE HIGHWAY, AND 30 FEET EAST OF THE CENTERLINE OF THE ROAD.
 HC0285'A STANDARD DISK, STAMPED B 116 1935 AND SET IN THE TOP OF A
 HC0285'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0057 ***********************************************************************
 HE0057  DESIGNATION -  B 117
 HE0057  PID         -  HE0057
 HE0057  STATE/COUNTY-  MO/VERNON
 HE0057  USGS QUAD   -  HARWOOD (1991)
 HE0057
 HE0057                         *CURRENT SURVEY CONTROL
 HE0057  ___________________________________________________________________
 HE0057* NAD 83(1986)-  37 55 55.     (N)    094 10 38.     (W)     SCALED    
 HE0057* NAVD 88     -       254.081  (meters)     833.60   (feet)  ADJUSTED  
 HE0057  ___________________________________________________________________
 HE0057  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HE0057  DYNAMIC HT  -         253.893 (meters)     832.98  (feet)  COMP
 HE0057  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 HE0057
 HE0057  VERT ORDER  -  SECOND    CLASS 0
 HE0057
 HE0057.The horizontal coordinates were scaled from a topographic map and have
 HE0057.an estimated accuracy of +/- 6 seconds.
 HE0057
 HE0057.The orthometric height was determined by differential leveling
 HE0057.and adjusted by the National Geodetic Survey in June 1991..
 HE0057
 HE0057.The geoid height was determined by GEOID03.
 HE0057
 HE0057.The dynamic height is computed by dividing the NAVD 88
 HE0057.geopotential number by the normal gravity value computed on the
 HE0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0057.degrees latitude (g = 980.6199 gals.).
 HE0057
 HE0057.The modeled gravity was interpolated from observed gravity values.
 HE0057
 HE0057;                    North         East    Units  Estimated Accuracy
 HE0057;SPC MO W     -   195,950.      878,380.      MT  (+/- 180 meters Scaled)
 HE0057
 HE0057                          SUPERSEDED SURVEY CONTROL
 HE0057
 HE0057  NGVD 29 (??/??/92)  253.98   (m)          833.3    (f) COMPUTED    2 0
 HE0057
 HE0057.Superseded values are not recommended for survey control.
 HE0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0057.See file dsdata.txt to determine how the superseded data were derived.
 HE0057
 HE0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB965989(NAD 83)
 HE0057_MARKER: DB = BENCH MARK DISK
 HE0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0057_STAMPING: B 117 1935
 HE0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0057+STABILITY: SURFACE MOTION
 HE0057
 HE0057  HISTORY     - Date     Condition        Report By
 HE0057  HISTORY     - 1935     MONUMENTED       CGS
 HE0057  HISTORY     - 1962     MARK NOT FOUND   NGS
 HE0057
 HE0057                          STATION DESCRIPTION
 HE0057
 HE0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0057'3.8 MI NE FROM WALKER.
 HE0057'3.8 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0057'FROM THE STATION AT WALKER, VERNON COUNTY, NEAR MILEAGE 305.5,
 HE0057'3 RAILS SOUTH OF A DIRT-ROAD CROSSING, 37 FEET WEST OF THE
 HE0057'CENTERLINE OF THE TRACK, 25 FEET SOUTHEAST OF THE CENTERLINE OF
 HE0057'THE ROAD, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED
 HE0057'B 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HE0057
 HE0057                          STATION RECOVERY (1962)
 HE0057
 HE0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HE0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0209 ***********************************************************************
 KD0209  DESIGNATION -  B 12
 KD0209  PID         -  KD0209
 KD0209  STATE/COUNTY-  MO/CHARITON
 KD0209  USGS QUAD   -  SALISBURY (1979)
 KD0209
 KD0209                         *CURRENT SURVEY CONTROL
 KD0209  ___________________________________________________________________
 KD0209* NAD 83(1986)-  39 25 16.     (N)    092 48 42.     (W)     SCALED    
 KD0209* NAVD 88     -       212.417  (meters)     696.90   (feet)  ADJUSTED  
 KD0209  ___________________________________________________________________
 KD0209  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KD0209  DYNAMIC HT  -         212.294 (meters)     696.50  (feet)  COMP
 KD0209  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 KD0209
 KD0209  VERT ORDER  -  FIRST     CLASS II
 KD0209
 KD0209.The horizontal coordinates were scaled from a topographic map and have
 KD0209.an estimated accuracy of +/- 6 seconds.
 KD0209
 KD0209.The orthometric height was determined by differential leveling
 KD0209.and adjusted by the National Geodetic Survey in June 1991..
 KD0209
 KD0209.The geoid height was determined by GEOID03.
 KD0209
 KD0209.The dynamic height is computed by dividing the NAVD 88
 KD0209.geopotential number by the normal gravity value computed on the
 KD0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0209.degrees latitude (g = 980.6199 gals.).
 KD0209
 KD0209.The modeled gravity was interpolated from observed gravity values.
 KD0209
 KD0209;                    North         East    Units  Estimated Accuracy
 KD0209;SPC MO C     -   398,230.      473,160.      MT  (+/- 180 meters Scaled)
 KD0209
 KD0209                          SUPERSEDED SURVEY CONTROL
 KD0209
 KD0209  NGVD 29 (??/??/92)  212.388  (m)          696.81   (f) ADJ UNCH    1 2
 KD0209
 KD0209.Superseded values are not recommended for survey control.
 KD0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0209.See file dsdata.txt to determine how the superseded data were derived.
 KD0209
 KD0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD162635(NAD 83)
 KD0209_MARKER: DB = BENCH MARK DISK
 KD0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0209_STAMPING: 696.459 B 12 1930
 KD0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0209+STABILITY: SURFACE MOTION
 KD0209
 KD0209  HISTORY     - Date     Condition        Report By
 KD0209  HISTORY     - 1930     MONUMENTED       CGS
 KD0209  HISTORY     - 1934     GOOD             NGS
 KD0209  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0209
 KD0209                          STATION DESCRIPTION
 KD0209
 KD0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KD0209'0.8 MI W FROM SALISBURY.
 KD0209'3/4 MILE WEST ALONG THE WABASH RAILROAD FROM SALISBURY, CHARITON
 KD0209'COUNTY, 400 FEET WEST OF SEMAPHORE 169.7, 41 FEET SOUTHWEST OF
 KD0209'A ROAD CROSSING, 35 FEET SOUTH OF THE TRACK, AND 25 FEET WEST
 KD0209'OF THE ROAD.  A STANDARD DISK, STAMPED 696.459 B 12 1930 AND
 KD0209'SET IN THE TOP OF A CONCRETE POST.
 KD0209
 KD0209                          STATION RECOVERY (1967)
 KD0209
 KD0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0021 ***********************************************************************
 GF0021  DESIGNATION -  B 12
 GF0021  PID         -  GF0021
 GF0021  STATE/COUNTY-  MO/OZARK
 GF0021  USGS QUAD   -  GAINESVILLE NW (1968)
 GF0021
 GF0021                         *CURRENT SURVEY CONTROL
 GF0021  ___________________________________________________________________
 GF0021* NAD 83(1986)-  36 39 29.     (N)    092 28 31.     (W)     SCALED    
 GF0021* NAVD 88     -       355.839  (meters)    1167.45   (feet)  ADJUSTED  
 GF0021  ___________________________________________________________________
 GF0021  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GF0021  DYNAMIC HT  -         355.543 (meters)    1166.48  (feet)  COMP
 GF0021  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 GF0021
 GF0021  VERT ORDER  -  SECOND    CLASS 0
 GF0021
 GF0021.The horizontal coordinates were scaled from a topographic map and have
 GF0021.an estimated accuracy of +/- 6 seconds.
 GF0021
 GF0021.The orthometric height was determined by differential leveling
 GF0021.and adjusted by the National Geodetic Survey in June 1991..
 GF0021
 GF0021.The geoid height was determined by GEOID03.
 GF0021
 GF0021.The dynamic height is computed by dividing the NAVD 88
 GF0021.geopotential number by the normal gravity value computed on the
 GF0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0021.degrees latitude (g = 980.6199 gals.).
 GF0021
 GF0021.The modeled gravity was interpolated from observed gravity values.
 GF0021
 GF0021;                    North         East    Units  Estimated Accuracy
 GF0021;SPC MO C     -    91,510.      502,210.      MT  (+/- 180 meters Scaled)
 GF0021
 GF0021                          SUPERSEDED SURVEY CONTROL
 GF0021
 GF0021  NGVD 29 (??/??/92)  355.705  (m)         1167.01   (f) ADJ UNCH    2 0
 GF0021
 GF0021.Superseded values are not recommended for survey control.
 GF0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0021.See file dsdata.txt to determine how the superseded data were derived.
 GF0021
 GF0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA468570(NAD 83)
 GF0021_MARKER: DD = SURVEY DISK
 GF0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0021_STAMPING: B 12 1931
 GF0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0021+STABILITY: SURFACE MOTION
 GF0021
 GF0021  HISTORY     - Date     Condition        Report By
 GF0021  HISTORY     - 1931     MONUMENTED       USGS
 GF0021  HISTORY     - 1980     MARK NOT FOUND   NGS
 GF0021
 GF0021                          STATION DESCRIPTION
 GF0021
 GF0021'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 GF0021'5.8 MI N FROM GAINESVILLE.
 GF0021'5.8 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE JUNCTION WITH STATE
 GF0021'HIGHWAY 80 AT GAINESVILLE, OZARK COUNTY, 110 FEET SOUTH OF A
 GF0021'PIPE CULVERT, 42 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 GF0021'WITH A ROAD LEADING SOUTHEAST, 26.2 FEET EAST OF THE CENTERLINE
 GF0021'OF THE HIGHWAY, IN THE CENTER OF A PILE OF ROCK, AND ABOUT 3 FEET
 GF0021'LOWER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 GF0021'STANDARD DISK, STAMPED B 12 1931 AND SET IN THE TOP OF A CONCRETE
 GF0021'POST.
 GF0021
 GF0021                          STATION RECOVERY (1980)
 GF0021
 GF0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GF0021'LOCATION OF THIS MARK IS AT THE JUNCTION OF THE OLD HIGHWAY AND A NEW
 GF0021'ROUTING OF THE HIGHWAY, AND CONSIDERABLE CONSTRUCTION HAS BEEN DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0314 ***********************************************************************
 KD0314  DESIGNATION -  B 120
 KD0314  PID         -  KD0314
 KD0314  STATE/COUNTY-  MO/LINN
 KD0314  USGS QUAD   -  BROOKFIELD (1984)
 KD0314
 KD0314                         *CURRENT SURVEY CONTROL
 KD0314  ___________________________________________________________________
 KD0314* NAD 83(1986)-  39 47 10.     (N)    093 06 47.     (W)     SCALED    
 KD0314* NAVD 88     -       238.061  (meters)     781.04   (feet)  ADJUSTED  
 KD0314  ___________________________________________________________________
 KD0314  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KD0314  DYNAMIC HT  -         237.929 (meters)     780.61  (feet)  COMP
 KD0314  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 KD0314
 KD0314  VERT ORDER  -  SECOND    CLASS 0
 KD0314
 KD0314.The horizontal coordinates were scaled from a topographic map and have
 KD0314.an estimated accuracy of +/- 6 seconds.
 KD0314
 KD0314.The orthometric height was determined by differential leveling
 KD0314.and adjusted by the National Geodetic Survey in June 1991..
 KD0314
 KD0314.The geoid height was determined by GEOID03.
 KD0314
 KD0314.The dynamic height is computed by dividing the NAVD 88
 KD0314.geopotential number by the normal gravity value computed on the
 KD0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0314.degrees latitude (g = 980.6199 gals.).
 KD0314
 KD0314.The modeled gravity was interpolated from observed gravity values.
 KD0314
 KD0314;                    North         East    Units  Estimated Accuracy
 KD0314;SPC MO C     -   438,880.      447,490.      MT  (+/- 180 meters Scaled)
 KD0314
 KD0314                          SUPERSEDED SURVEY CONTROL
 KD0314
 KD0314  NGVD 29 (??/??/92)  238.028  (m)          780.93   (f) ADJ UNCH    2 0
 KD0314
 KD0314.Superseded values are not recommended for survey control.
 KD0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0314.See file dsdata.txt to determine how the superseded data were derived.
 KD0314
 KD0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE903040(NAD 83)
 KD0314_MARKER: DB = BENCH MARK DISK
 KD0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0314_STAMPING: B 120 1935
 KD0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0314+STABILITY: SURFACE MOTION
 KD0314
 KD0314  HISTORY     - Date     Condition        Report By
 KD0314  HISTORY     - 1935     MONUMENTED       CGS
 KD0314  HISTORY     - 1967     GOOD             NGS
 KD0314
 KD0314                          STATION DESCRIPTION
 KD0314
 KD0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0314'2.1 MI W FROM BROOKFIELD.
 KD0314'2.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0314'FROM THE STATION AT BROOKFIELD, LINN COUNTY, ABOUT 500 FEET WEST
 KD0314'OF MILEPOST 106, 10 RAILS EAST OF THE WEST END OF NEEDLES SIDING,
 KD0314'34 FEET NORTH OF THE MAIN TRACK, 12 FEET EAST OF A POLE AND AT
 KD0314'THE FENCE LINE.  A STANDARD DISK STAMPED, B 120 1935 AND SET
 KD0314'IN THE TOP OF A CONCRETE POST.
 KD0314
 KD0314                          STATION RECOVERY (1967)
 KD0314
 KD0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0113 ***********************************************************************
 LE0113  DESIGNATION -  B 121
 LE0113  PID         -  LE0113
 LE0113  STATE/COUNTY-  MO/KNOX
 LE0113  USGS QUAD   -  HURDLAND (1966)
 LE0113
 LE0113                         *CURRENT SURVEY CONTROL
 LE0113  ___________________________________________________________________
 LE0113* NAD 83(1986)-  40 07 46.     (N)    092 21 52.     (W)     SCALED    
 LE0113* NAVD 88     -       261.910  (meters)     859.28   (feet)  ADJUSTED  
 LE0113  ___________________________________________________________________
 LE0113  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LE0113  DYNAMIC HT  -         261.770 (meters)     858.82  (feet)  COMP
 LE0113  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 LE0113
 LE0113  VERT ORDER  -  SECOND    CLASS 0
 LE0113
 LE0113.The horizontal coordinates were scaled from a topographic map and have
 LE0113.an estimated accuracy of +/- 6 seconds.
 LE0113
 LE0113.The orthometric height was determined by differential leveling
 LE0113.and adjusted by the National Geodetic Survey in June 1991..
 LE0113
 LE0113.The geoid height was determined by GEOID03.
 LE0113
 LE0113.The dynamic height is computed by dividing the NAVD 88
 LE0113.geopotential number by the normal gravity value computed on the
 LE0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0113.degrees latitude (g = 980.6199 gals.).
 LE0113
 LE0113.The modeled gravity was interpolated from observed gravity values.
 LE0113
 LE0113;                    North         East    Units  Estimated Accuracy
 LE0113;SPC MO C     -   476,830.      511,550.      MT  (+/- 180 meters Scaled)
 LE0113
 LE0113                          SUPERSEDED SURVEY CONTROL
 LE0113
 LE0113  NGVD 29 (??/??/92)  261.930  (m)          859.35   (f) ADJ UNCH    2 0
 LE0113
 LE0113.Superseded values are not recommended for survey control.
 LE0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0113.See file dsdata.txt to determine how the superseded data were derived.
 LE0113
 LE0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE541423(NAD 83)
 LE0113_MARKER: DB = BENCH MARK DISK
 LE0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0113_STAMPING: B 121 1935
 LE0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0113+STABILITY: SURFACE MOTION
 LE0113
 LE0113  HISTORY     - Date     Condition        Report By
 LE0113  HISTORY     - 1935     MONUMENTED       CGS
 LE0113  HISTORY     - 1963     MARK NOT FOUND   USGS
 LE0113
 LE0113                          STATION DESCRIPTION
 LE0113
 LE0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0113'3.9 MI NE FROM GIBBS.
 LE0113'IN KNOX COUNTY, 3.9 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA
 LE0113'AND SANTA FE RAILWAY FROM THE STATION AT GIBBS, ADAIR COUNTY, 35
 LE0113'FEET NORTH OF A ROAD CROSSING NEAR MILEAGE 302.5, 24 FEET EAST
 LE0113'OF THE EAST RAIL, AND 1 FOOT NORTHEAST OF A FENCE.  A STANDARD
 LE0113'DISK, STAMPED B 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0113
 LE0113                          STATION RECOVERY (1963)
 LE0113
 LE0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0016 ***********************************************************************
 KD0016  DESIGNATION -  B 122
 KD0016  PID         -  KD0016
 KD0016  STATE/COUNTY-  MO/MACON
 KD0016  USGS QUAD   -  JACKSONVILLE (1971)
 KD0016
 KD0016                         *CURRENT SURVEY CONTROL
 KD0016  ___________________________________________________________________
 KD0016* NAD 83(1986)-  39 36 40.     (N)    092 28 20.     (W)     SCALED    
 KD0016* NAVD 88     -       262.071  (meters)     859.81   (feet)  ADJUSTED  
 KD0016  ___________________________________________________________________
 KD0016  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KD0016  DYNAMIC HT  -         261.922 (meters)     859.32  (feet)  COMP
 KD0016  MODELED GRAV-     980,049.3   (mgal)                       NAVD 88
 KD0016
 KD0016  VERT ORDER  -  SECOND    CLASS 0
 KD0016
 KD0016.The horizontal coordinates were scaled from a topographic map and have
 KD0016.an estimated accuracy of +/- 6 seconds.
 KD0016
 KD0016.The orthometric height was determined by differential leveling
 KD0016.and adjusted by the National Geodetic Survey in June 1991..
 KD0016
 KD0016.The geoid height was determined by GEOID03.
 KD0016
 KD0016.The dynamic height is computed by dividing the NAVD 88
 KD0016.geopotential number by the normal gravity value computed on the
 KD0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0016.degrees latitude (g = 980.6199 gals.).
 KD0016
 KD0016.The modeled gravity was interpolated from observed gravity values.
 KD0016
 KD0016;                    North         East    Units  Estimated Accuracy
 KD0016;SPC MO C     -   419,270.      502,390.      MT  (+/- 180 meters Scaled)
 KD0016
 KD0016                          SUPERSEDED SURVEY CONTROL
 KD0016
 KD0016  NGVD 29 (??/??/92)  262.058  (m)          859.77   (f) ADJ UNCH    2 0
 KD0016
 KD0016.Superseded values are not recommended for survey control.
 KD0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0016.See file dsdata.txt to determine how the superseded data were derived.
 KD0016
 KD0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD453847(NAD 83)
 KD0016_MARKER: DB = BENCH MARK DISK
 KD0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0016_STAMPING: B 122 1935
 KD0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0016+STABILITY: SURFACE MOTION
 KD0016
 KD0016  HISTORY     - Date     Condition        Report By
 KD0016  HISTORY     - 1935     MONUMENTED       CGS
 KD0016  HISTORY     - 1967     GOOD             NGS
 KD0016  HISTORY     - 1990     GOOD             USPSQD
 KD0016  HISTORY     - 20040414 POOR             MODNR
 KD0016
 KD0016                          STATION DESCRIPTION
 KD0016
 KD0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0016'1.7 MI N FROM JACKSONVILLE.
 KD0016'IN MACON COUNTY, 1.7 MILES NORTH ALONG THE WABASH RAILROAD FROM
 KD0016'THE STATION AT JACKSONVILLE, RANDOLPH COUNTY, 0.1 MILE SOUTH
 KD0016'OF MILEPOST 178, 2-1/2 RAILS SOUTH OF A PRIVATE-ROAD CROSSING,
 KD0016'29 FEET WEST OF THE CENTERLINE OF THE TRACK, AND AT THE FENCE.
 KD0016'A STANDARD DISK, STAMPED B 122 1935 AND SET IN THE TOP OF A
 KD0016'CONCRETE POST.  NOTE-- THE OLD RAILROAD DEPOT IS GONE, A METAL
 KD0016'WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK AND THE MARK
 KD0016'PROJECTS 9 INCHES.
 KD0016
 KD0016                          STATION RECOVERY (1967)
 KD0016
 KD0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0016'RECOVERED IN GOOD CONDITION.
 KD0016
 KD0016                          STATION RECOVERY (1990)
 KD0016
 KD0016'RECOVERY NOTE BY US POWER SQUADRON 1990 (PMD)
 KD0016'RECOVERED IN GOOD CONDITION.
 KD0016
 KD0016                          STATION RECOVERY (2004)
 KD0016
 KD0016'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 KD0016'MONUMENT LEANING OUT ON POSITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0093 ***********************************************************************
 KD0093  DESIGNATION -  B 124
 KD0093  PID         -  KD0093
 KD0093  STATE/COUNTY-  MO/MONROE
 KD0093  USGS QUAD   -  PARIS WEST (1979)
 KD0093
 KD0093                         *CURRENT SURVEY CONTROL
 KD0093  ___________________________________________________________________
 KD0093* NAD 83(1986)-  39 28 16.     (N)    092 01 44.     (W)     SCALED    
 KD0093* NAVD 88     -       232.255  (meters)     761.99   (feet)  ADJUSTED  
 KD0093  ___________________________________________________________________
 KD0093  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KD0093  DYNAMIC HT  -         232.120 (meters)     761.55  (feet)  COMP
 KD0093  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 KD0093
 KD0093  VERT ORDER  -  SECOND    CLASS 0
 KD0093
 KD0093.The horizontal coordinates were scaled from a topographic map and have
 KD0093.an estimated accuracy of +/- 6 seconds.
 KD0093
 KD0093.The orthometric height was determined by differential leveling
 KD0093.and adjusted by the National Geodetic Survey in June 1991..
 KD0093
 KD0093.The geoid height was determined by GEOID03.
 KD0093
 KD0093.The dynamic height is computed by dividing the NAVD 88
 KD0093.geopotential number by the normal gravity value computed on the
 KD0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0093.degrees latitude (g = 980.6199 gals.).
 KD0093
 KD0093.The modeled gravity was interpolated from observed gravity values.
 KD0093
 KD0093;                    North         East    Units  Estimated Accuracy
 KD0093;SPC MO C     -   403,840.      540,540.      MT  (+/- 180 meters Scaled)
 KD0093
 KD0093                          SUPERSEDED SURVEY CONTROL
 KD0093
 KD0093  NGVD 29 (??/??/92)  232.264  (m)          762.02   (f) ADJ UNCH    2 0
 KD0093
 KD0093.Superseded values are not recommended for survey control.
 KD0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0093.See file dsdata.txt to determine how the superseded data were derived.
 KD0093
 KD0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD835695(NAD 83)
 KD0093_MARKER: DB = BENCH MARK DISK
 KD0093_SETTING: 0 = UNSPECIFIED SETTING
 KD0093_STAMPING: B 124 1935
 KD0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0093
 KD0093  HISTORY     - Date     Condition        Report By
 KD0093  HISTORY     - 1935     MONUMENTED       CGS
 KD0093  HISTORY     - 1967     GOOD             NGS
 KD0093
 KD0093                          STATION DESCRIPTION
 KD0093
 KD0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KD0093'1.9 MI W FROM PARIS.
 KD0093'IT IS 100 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 24, 29.5 FEET
 KD0093'SOUTH OF THE SOUTH RAIL OF RAILROAD TRACK, 24 FEET EAST OF THE
 KD0093'DRIVEWAY LEADING TO FARM HOME, 3 FEET NORTH OF A FENCE, 1 FOOT
 KD0093'EAST OF A METAL WITNESS POST, AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0222 ***********************************************************************
 KD0222  DESIGNATION -  B 125
 KD0222  PID         -  KD0222
 KD0222  STATE/COUNTY-  MO/HOWARD
 KD0222  USGS QUAD   -  HILLDALE (1979)
 KD0222
 KD0222                         *CURRENT SURVEY CONTROL
 KD0222  ___________________________________________________________________
 KD0222* NAD 83(1986)-  39 00 12.     (N)    092 35 28.     (W)     SCALED    
 KD0222* NAVD 88     -       219.156  (meters)     719.01   (feet)  ADJUSTED  
 KD0222  ___________________________________________________________________
 KD0222  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KD0222  DYNAMIC HT  -         219.016 (meters)     718.55  (feet)  COMP
 KD0222  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 KD0222
 KD0222  VERT ORDER  -  SECOND    CLASS 0
 KD0222
 KD0222.The horizontal coordinates were scaled from a topographic map and have
 KD0222.an estimated accuracy of +/- 6 seconds.
 KD0222
 KD0222.The orthometric height was determined by differential leveling
 KD0222.and adjusted by the National Geodetic Survey in June 1991..
 KD0222
 KD0222.The geoid height was determined by GEOID03.
 KD0222
 KD0222.The dynamic height is computed by dividing the NAVD 88
 KD0222.geopotential number by the normal gravity value computed on the
 KD0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0222.degrees latitude (g = 980.6199 gals.).
 KD0222
 KD0222.The modeled gravity was interpolated from observed gravity values.
 KD0222
 KD0222;                    North         East    Units  Estimated Accuracy
 KD0222;SPC MO C     -   351,810.      492,110.      MT  (+/- 180 meters Scaled)
 KD0222
 KD0222                          SUPERSEDED SURVEY CONTROL
 KD0222
 KD0222  NGVD 29 (??/??/92)  219.127  (m)          718.92   (f) ADJ UNCH    2 0
 KD0222
 KD0222.Superseded values are not recommended for survey control.
 KD0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0222.See file dsdata.txt to determine how the superseded data were derived.
 KD0222
 KD0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD354172(NAD 83)
 KD0222_MARKER: DB = BENCH MARK DISK
 KD0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0222_STAMPING: B 125 1935
 KD0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0222+STABILITY: SURFACE MOTION
 KD0222
 KD0222  HISTORY     - Date     Condition        Report By
 KD0222  HISTORY     - 1935     MONUMENTED       CGS
 KD0222  HISTORY     - 1949     GOOD             NGS
 KD0222  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0222
 KD0222                          STATION DESCRIPTION
 KD0222
 KD0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KD0222'10 MI E FROM BOONVILLE.
 KD0222'IN HOWARD COUNTY, 10.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE
 KD0222'COUNTY COURTHOUSE AT BOONVILLE, COOPER COUNTY, AT A SHARP CURVE TO
 KD0222'THE SOUTH, AT A HIGHWAY JUNCTION, 75 FEET NORTH OF THE CENTERLINE
 KD0222'OF U.S. HIGHWAY 40, 30 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 240,
 KD0222'65 FEET WEST OF A SERVICE STATION, AND 20 FEET NORTHEAST OF A
 KD0222'POLE.  A STANDARD DISK, STAMPED B 125 1935 AND SET IN THE TOP
 KD0222'OF A CONCRETE POST.  NOTE-- OLD SERVICE STATION IS GONE
 KD0222
 KD0222                          STATION RECOVERY (1967)
 KD0222
 KD0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0741 ***********************************************************************
 HD0741  DESIGNATION -  B 127
 HD0741  PID         -  HD0741
 HD0741  STATE/COUNTY-  MO/LAWRENCE
 HD0741  USGS QUAD   -  SOUTH GREENFIELD (1956)
 HD0741
 HD0741                         *CURRENT SURVEY CONTROL
 HD0741  ___________________________________________________________________
 HD0741* NAD 83(1986)-  37 15 47.     (N)    093 50 27.     (W)     SCALED    
 HD0741* NAVD 88     -       370.261  (meters)    1214.76   (feet)  ADJUSTED  
 HD0741  ___________________________________________________________________
 HD0741  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 HD0741  DYNAMIC HT  -         369.961 (meters)    1213.78  (feet)  COMP
 HD0741  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HD0741
 HD0741  VERT ORDER  -  SECOND    CLASS 0
 HD0741
 HD0741.The horizontal coordinates were scaled from a topographic map and have
 HD0741.an estimated accuracy of +/- 6 seconds.
 HD0741
 HD0741.The orthometric height was determined by differential leveling
 HD0741.and adjusted by the National Geodetic Survey in June 1991..
 HD0741
 HD0741.The geoid height was determined by GEOID03.
 HD0741
 HD0741.The dynamic height is computed by dividing the NAVD 88
 HD0741.geopotential number by the normal gravity value computed on the
 HD0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0741.degrees latitude (g = 980.6199 gals.).
 HD0741
 HD0741.The modeled gravity was interpolated from observed gravity values.
 HD0741
 HD0741;                    North         East    Units  Estimated Accuracy
 HD0741;SPC MO W     -   121,870.      908,470.      MT  (+/- 180 meters Scaled)
 HD0741
 HD0741                          SUPERSEDED SURVEY CONTROL
 HD0741
 HD0741  NGVD 29 (??/??/92)  370.114  (m)         1214.28   (f) ADJ UNCH    2 0
 HD0741
 HD0741.Superseded values are not recommended for survey control.
 HD0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0741.See file dsdata.txt to determine how the superseded data were derived.
 HD0741
 HD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB254243(NAD 83)
 HD0741_MARKER: DB = BENCH MARK DISK
 HD0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0741_STAMPING: B 127 1935
 HD0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0741+STABILITY: SURFACE MOTION
 HD0741
 HD0741  HISTORY     - Date     Condition        Report By
 HD0741  HISTORY     - 1935     MONUMENTED       CGS
 HD0741
 HD0741                          STATION DESCRIPTION
 HD0741
 HD0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0741'3.3 MI N FROM MILLER.
 HD0741'3.3 MILES NORTH ALONG STATE HIGHWAY 39 FROM MILLER, LAWRENCE COUNTY,
 HD0741'58 YARDS NORTH OF THE JUNCTION OF A ROAD LEADING WEST INTO AN
 HD0741'OAK GROVE, 90 YARDS WEST OF A CONCRETE CULVERT, AND ABOUT 13 YARDS
 HD0741'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HD0741'B 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0442 ***********************************************************************
 JC0442  DESIGNATION -  B 129
 JC0442  PID         -  JC0442
 JC0442  STATE/COUNTY-  MO/JEFFERSON
 JC0442  USGS QUAD   -  DE SOTO (1981)
 JC0442
 JC0442                         *CURRENT SURVEY CONTROL
 JC0442  ___________________________________________________________________
 JC0442* NAD 83(1986)-  38 08 23.     (N)    090 33 09.     (W)     SCALED    
 JC0442* NAVD 88     -       151.824  (meters)     498.11   (feet)  ADJUSTED  
 JC0442  ___________________________________________________________________
 JC0442  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 JC0442  DYNAMIC HT  -         151.721 (meters)     497.77  (feet)  COMP
 JC0442  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 JC0442
 JC0442  VERT ORDER  -  SECOND    CLASS 0
 JC0442
 JC0442.The horizontal coordinates were scaled from a topographic map and have
 JC0442.an estimated accuracy of +/- 6 seconds.
 JC0442
 JC0442.The orthometric height was determined by differential leveling
 JC0442.and adjusted by the National Geodetic Survey in June 1991..
 JC0442
 JC0442.The geoid height was determined by GEOID03.
 JC0442
 JC0442.The dynamic height is computed by dividing the NAVD 88
 JC0442.geopotential number by the normal gravity value computed on the
 JC0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0442.degrees latitude (g = 980.6199 gals.).
 JC0442
 JC0442.The modeled gravity was interpolated from observed gravity values.
 JC0442
 JC0442;                    North         East    Units  Estimated Accuracy
 JC0442;SPC MO E     -   255,940.      245,400.      MT  (+/- 180 meters Scaled)
 JC0442
 JC0442                          SUPERSEDED SURVEY CONTROL
 JC0442
 JC0442  NGVD 29 (??/??/92)  151.902  (m)          498.37   (f) ADJ UNCH    2 0
 JC0442
 JC0442.Superseded values are not recommended for survey control.
 JC0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0442.See file dsdata.txt to determine how the superseded data were derived.
 JC0442
 JC0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC144241(NAD 83)
 JC0442_MARKER: DB = BENCH MARK DISK
 JC0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0442_STAMPING: B 129 1935
 JC0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0442+STABILITY: SURFACE MOTION
 JC0442
 JC0442  HISTORY     - Date     Condition        Report By
 JC0442  HISTORY     - 1935     MONUMENTED       CGS
 JC0442  HISTORY     - 1945     GOOD             NGS
 JC0442  HISTORY     - 1976     GOOD             USGS
 JC0442  HISTORY     - 19930202 MARK NOT FOUND   MODNR
 JC0442
 JC0442                          STATION DESCRIPTION
 JC0442
 JC0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0442'AT DE SOTO.
 JC0442'AT DE SOTO, JEFFERSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 JC0442'120 FEET NORTH OF THE NORTH SIDE OF THE STATION, IN THE RAILROAD
 JC0442'PARK, AND 21 FEET WEST OF THE CENTERLINE OF THE WEST MAIN TRACK.
 JC0442'A STANDARD DISK, STAMPED B 129 1935 AND SET IN THE TOP OF A CONCRETE
 JC0442'POST.
 JC0442
 JC0442                          STATION RECOVERY (1945)
 JC0442
 JC0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 JC0442'RECOVERED IN GOOD CONDITION.
 JC0442
 JC0442                          STATION RECOVERY (1976)
 JC0442
 JC0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JC0442'AT DE SOTO, JEFFERSON COUNTY, T. 39 N., ON THE MISSOURI PACIFIC
 JC0442'RAILROAD, 120 FEET NORTH OF THE NORTH SIDE OF STATION (MEASUREMENT
 JC0442'INCLUDES COVERED PLATFORM NOW USED FOR STORAGE), 20 FEET WEST OF THE
 JC0442'CENTERLINE OF WEST MAIN TRACK, 16 FEET SOUTH OF THE NORTHEASTERN MOST
 JC0442'STEEL POST OF IRON RAIL FENCE BOUNDING NORTH AND WEST SIDE OF SMALL
 JC0442'PARK, 3 FEET WEST OF CONCRETE CURB AND COVERED BY 6 INCHES OF FILL
 JC0442'DIRT. A STANDARD DISK, STAMPED B 129 1935 AND SET IN A CONCRETE POST.
 JC0442
 JC0442                          STATION RECOVERY (1993)
 JC0442
 JC0442'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 JC0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0883 ***********************************************************************
 HB0883  DESIGNATION -  B 13
 HB0883  PID         -  HB0883
 HB0883  STATE/COUNTY-  MO/SCOTT
 HB0883  USGS QUAD   -  THEBES (1996)
 HB0883
 HB0883                         *CURRENT SURVEY CONTROL
 HB0883  ___________________________________________________________________
 HB0883* NAD 83(1986)-  37 13 32.     (N)    089 28 31.     (W)     SCALED    
 HB0883* NAVD 88     -       113.879  (meters)     373.62   (feet)  ADJUSTED  
 HB0883  ___________________________________________________________________
 HB0883  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 HB0883  DYNAMIC HT  -         113.796 (meters)     373.35  (feet)  COMP
 HB0883  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 HB0883
 HB0883  VERT ORDER  -  FIRST     CLASS II
 HB0883
 HB0883.The horizontal coordinates were scaled from a topographic map and have
 HB0883.an estimated accuracy of +/- 6 seconds.
 HB0883
 HB0883.The orthometric height was determined by differential leveling
 HB0883.and adjusted by the National Geodetic Survey in June 1991..
 HB0883
 HB0883.The geoid height was determined by GEOID03.
 HB0883
 HB0883.The dynamic height is computed by dividing the NAVD 88
 HB0883.geopotential number by the normal gravity value computed on the
 HB0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0883.degrees latitude (g = 980.6199 gals.).
 HB0883
 HB0883.The modeled gravity was interpolated from observed gravity values.
 HB0883
 HB0883;                    North         East    Units  Estimated Accuracy
 HB0883;SPC MO E     -   154,980.      340,940.      MT  (+/- 180 meters Scaled)
 HB0883
 HB0883                          SUPERSEDED SURVEY CONTROL
 HB0883
 HB0883  NGVD 29 (??/??/??)  113.697  (m)          373.02   (f) ADJUSTED    1 2
 HB0883
 HB0883.Superseded values are not recommended for survey control.
 HB0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0883.See file dsdata.txt to determine how the superseded data were derived.
 HB0883
 HB0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG803227(NAD 83)
 HB0883_MARKER: DB = BENCH MARK DISK
 HB0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0883_STAMPING: 373.979 B 13 1932
 HB0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0883+STABILITY: SURFACE MOTION
 HB0883
 HB0883  HISTORY     - Date     Condition        Report By
 HB0883  HISTORY     - 1932     MONUMENTED       CGS
 HB0883  HISTORY     - 1934     GOOD             CGS
 HB0883
 HB0883                          STATION DESCRIPTION
 HB0883
 HB0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HB0883'2 MI E FROM ILLMO.
 HB0883'2.0 MILES EAST ALONG THE THEBES FERRY ROAD FROM THE MISSOURI
 HB0883'PACIFIC RAILROAD STATION AT ILLMO, SCOTT COUNTY, ABOUT 1/2 MILE
 HB0883'NORTH OF THE WEST END OF THE RAILROAD BRIDGE OVER MISSISSIPPI
 HB0883'RIVER, 0.3 MILE WEST OF THEBES FERRY, 300 FEET SOUTHWEST OF THE
 HB0883'ED HOBBS FARMHOUSE IN 1934, AT THE NORTHWEST CORNER OF A ROAD
 HB0883'INTERSECTION, IN THE SOUTHEAST CORNER OF THE FIELD, AND JUST
 HB0883'INSIDE THE FENCE.  A STANDARD DISK, STAMPED 373.979 B 13 1932
 HB0883'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HB0883'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0024 ***********************************************************************
 GF0024  DESIGNATION -  B 13
 GF0024  PID         -  GF0024
 GF0024  STATE/COUNTY-  MO/OZARK
 GF0024  USGS QUAD   -  GAINESVILLE NW (1968)
 GF0024
 GF0024                         *CURRENT SURVEY CONTROL
 GF0024  ___________________________________________________________________
 GF0024* NAD 83(1986)-  36 37 40.     (N)    092 27 10.     (W)     SCALED    
 GF0024* NAVD 88     -       316.232  (meters)    1037.50   (feet)  ADJUSTED  
 GF0024  ___________________________________________________________________
 GF0024  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GF0024  DYNAMIC HT  -         315.970 (meters)    1036.64  (feet)  COMP
 GF0024  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 GF0024
 GF0024  VERT ORDER  -  SECOND    CLASS 0
 GF0024
 GF0024.The horizontal coordinates were scaled from a topographic map and have
 GF0024.an estimated accuracy of +/- 6 seconds.
 GF0024
 GF0024.The orthometric height was determined by differential leveling
 GF0024.and adjusted by the National Geodetic Survey in June 1991..
 GF0024
 GF0024.The geoid height was determined by GEOID03.
 GF0024
 GF0024.The dynamic height is computed by dividing the NAVD 88
 GF0024.geopotential number by the normal gravity value computed on the
 GF0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0024.degrees latitude (g = 980.6199 gals.).
 GF0024
 GF0024.The modeled gravity was interpolated from observed gravity values.
 GF0024
 GF0024;                    North         East    Units  Estimated Accuracy
 GF0024;SPC MO C     -    88,150.      504,220.      MT  (+/- 180 meters Scaled)
 GF0024
 GF0024                          SUPERSEDED SURVEY CONTROL
 GF0024
 GF0024  NGVD 29 (??/??/92)  316.101  (m)         1037.07   (f) ADJ UNCH    2 0
 GF0024
 GF0024.Superseded values are not recommended for survey control.
 GF0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0024.See file dsdata.txt to determine how the superseded data were derived.
 GF0024
 GF0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA489537(NAD 83)
 GF0024_MARKER: DD = SURVEY DISK
 GF0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0024_STAMPING: B 13 1931
 GF0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0024+STABILITY: SURFACE MOTION
 GF0024
 GF0024  HISTORY     - Date     Condition        Report By
 GF0024  HISTORY     - 1931     MONUMENTED       USGS
 GF0024  HISTORY     - 1980     MARK NOT FOUND   NGS
 GF0024
 GF0024                          STATION DESCRIPTION
 GF0024
 GF0024'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 GF0024'2.6 MI NW FROM GAINESVILLE.
 GF0024'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 5 FROM THE JUNCTION
 GF0024'WITH STATE HIGHWAY 80 AT GAINESVILLE, OZARK COUNTY, 37 FEET
 GF0024'WEST OF THE JUNCTION WITH A DIM ROAD LEADING SOUTHWEST, AND 10
 GF0024'FEET EAST AND 3 FEET SOUTH OF TRIANGULARLY BLAZED 10-INCH POST
 GF0024'OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GF0024'STAMPED B 13 1931 AND SET IN THE TOP OF A CONCRETE POST.
 GF0024
 GF0024                          STATION RECOVERY (1980)
 GF0024
 GF0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GF0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0408 ***********************************************************************
 HC0408  DESIGNATION -  B 130
 HC0408  PID         -  HC0408
 HC0408  STATE/COUNTY-  MO/IRON
 HC0408  USGS QUAD   -  IRONTON (1968)
 HC0408
 HC0408                         *CURRENT SURVEY CONTROL
 HC0408  ___________________________________________________________________
 HC0408* NAD 83(1986)-  37 33 57.     (N)    090 38 15.     (W)     SCALED    
 HC0408* NAVD 88     -       324.306  (meters)    1063.99   (feet)  ADJUSTED  
 HC0408  ___________________________________________________________________
 HC0408  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HC0408  DYNAMIC HT  -         324.063 (meters)    1063.20  (feet)  COMP
 HC0408  MODELED GRAV-     979,871.1   (mgal)                       NAVD 88
 HC0408
 HC0408  VERT ORDER  -  SECOND    CLASS 0
 HC0408
 HC0408.The horizontal coordinates were scaled from a topographic map and have
 HC0408.an estimated accuracy of +/- 6 seconds.
 HC0408
 HC0408.The orthometric height was determined by differential leveling
 HC0408.and adjusted by the National Geodetic Survey in June 1991..
 HC0408
 HC0408.The geoid height was determined by GEOID03.
 HC0408
 HC0408.The dynamic height is computed by dividing the NAVD 88
 HC0408.geopotential number by the normal gravity value computed on the
 HC0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0408.degrees latitude (g = 980.6199 gals.).
 HC0408
 HC0408.The modeled gravity was interpolated from observed gravity values.
 HC0408
 HC0408;                    North         East    Units  Estimated Accuracy
 HC0408;SPC MO E     -   192,260.      237,850.      MT  (+/- 180 meters Scaled)
 HC0408
 HC0408                          SUPERSEDED SURVEY CONTROL
 HC0408
 HC0408  NGVD 29 (??/??/92)  324.303  (m)         1063.98   (f) ADJ UNCH    2 0
 HC0408
 HC0408.Superseded values are not recommended for survey control.
 HC0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0408.See file dsdata.txt to determine how the superseded data were derived.
 HC0408
 HC0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB086602(NAD 83)
 HC0408_MARKER: DB = BENCH MARK DISK
 HC0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0408_STAMPING: B 130 1935
 HC0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0408+STABILITY: SURFACE MOTION
 HC0408
 HC0408  HISTORY     - Date     Condition        Report By
 HC0408  HISTORY     - 1935     MONUMENTED       CGS
 HC0408  HISTORY     - 1948     GOOD             NGS
 HC0408
 HC0408                          STATION DESCRIPTION
 HC0408
 HC0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HC0408'1.6 MI S FROM ARCADIA.
 HC0408'1.6 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0408'ABANDONED STATION AT ARCADIA, IRON COUNTY, 1.9 MILES SOUTH OF THE
 HC0408'ARCADIA-IRONTON STATION, 21 FEET NORTHWEST OF POLE 90/28, AT A
 HC0408'ROAD CROSSING, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HC0408'ROAD, AND 21 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A
 HC0408'STANDARD DISK, STAMPED B 130 1935 AND SET IN THE TOP OF A
 HC0408'CONCRETE POST.  NOTE-- THE MARK HAS HEAVED 0.146 FOOT.  USE
 HC0408'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0306 ***********************************************************************
 JD0306  DESIGNATION -  B 131
 JD0306  PID         -  JD0306
 JD0306  STATE/COUNTY-  MO/MORGAN
 JD0306  USGS QUAD   -  VERSAILLES (1982)
 JD0306
 JD0306                         *CURRENT SURVEY CONTROL
 JD0306  ___________________________________________________________________
 JD0306* NAD 83(1986)-  38 26 08.     (N)    092 50 30.     (W)     SCALED    
 JD0306* NAVD 88     -       307.353  (meters)    1008.37   (feet)  ADJUSTED  
 JD0306  ___________________________________________________________________
 JD0306  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD0306  DYNAMIC HT  -         307.131 (meters)    1007.65  (feet)  COMP
 JD0306  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 JD0306
 JD0306  VERT ORDER  -  SECOND    CLASS 0
 JD0306
 JD0306.The horizontal coordinates were scaled from a topographic map and have
 JD0306.an estimated accuracy of +/- 6 seconds.
 JD0306
 JD0306.The orthometric height was determined by differential leveling
 JD0306.and adjusted by the National Geodetic Survey in June 1991..
 JD0306.WARNING-Repeat measurements at this control monument indicate possible
 JD0306.vertical movement.
 JD0306
 JD0306.The geoid height was determined by GEOID03.
 JD0306
 JD0306.The dynamic height is computed by dividing the NAVD 88
 JD0306.geopotential number by the normal gravity value computed on the
 JD0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0306.degrees latitude (g = 980.6199 gals.).
 JD0306
 JD0306.The modeled gravity was interpolated from observed gravity values.
 JD0306
 JD0306;                    North         East    Units  Estimated Accuracy
 JD0306;SPC MO C     -   288,830.      470,170.      MT  (+/- 180 meters Scaled)
 JD0306
 JD0306                          SUPERSEDED SURVEY CONTROL
 JD0306
 JD0306  NGVD 29 (??/??/92)  307.234  (m)         1007.98   (f) ADJ UNCH    2 0
 JD0306
 JD0306.Superseded values are not recommended for survey control.
 JD0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0306.See file dsdata.txt to determine how the superseded data were derived.
 JD0306
 JD0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC138541(NAD 83)
 JD0306_MARKER: DB = BENCH MARK DISK
 JD0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0306_STAMPING: B 131 1935
 JD0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0306+STABILITY: SURFACE MOTION
 JD0306
 JD0306  HISTORY     - Date     Condition        Report By
 JD0306  HISTORY     - 1935     MONUMENTED       CGS
 JD0306  HISTORY     - 1963     GOOD             NGS
 JD0306
 JD0306                          STATION DESCRIPTION
 JD0306
 JD0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0306'0.3 MI SW FROM VERSAILLES.
 JD0306'ABOUT 0.3 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 JD0306'PACIFIC RAILROAD FROM THE STATION AT VERSAILLES, 34 FEET
 JD0306'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 122 FEET
 JD0306'NORTHEAST OF THE CENTER OF THE INTERSECTION OF NORTH MONROE
 JD0306'STREET AND EAST MC NAIR STREET, 106 FEET NORTH OF THE CENTER
 JD0306'LINE OF EAST MC NAIR STREET, 64 FEET EAST OF THE CENTER LINE OF
 JD0306'NORTH MONROE STREET, 10.0 FEET SOUTHEAST OF A METAL WITNESS
 JD0306'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 JD0306'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1257 ***********************************************************************
 JD1257  DESIGNATION -  B 132
 JD1257  PID         -  JD1257
 JD1257  STATE/COUNTY-  MO/BENTON
 JD1257  USGS QUAD   -  LINCOLN SE (1983)
 JD1257
 JD1257                         *CURRENT SURVEY CONTROL
 JD1257  ___________________________________________________________________
 JD1257* NAD 83(1986)-  38 18 43.     (N)    093 21 54.     (W)     SCALED    
 JD1257* NAVD 88     -       230.613  (meters)     756.60   (feet)  ADJUSTED  
 JD1257  ___________________________________________________________________
 JD1257  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JD1257  DYNAMIC HT  -         230.452 (meters)     756.07  (feet)  COMP
 JD1257  MODELED GRAV-     979,924.3   (mgal)                       NAVD 88
 JD1257
 JD1257  VERT ORDER  -  SECOND    CLASS 0
 JD1257
 JD1257.The horizontal coordinates were scaled from a topographic map and have
 JD1257.an estimated accuracy of +/- 6 seconds.
 JD1257
 JD1257.The orthometric height was determined by differential leveling
 JD1257.and adjusted by the National Geodetic Survey in June 1991..
 JD1257
 JD1257.The geoid height was determined by GEOID03.
 JD1257
 JD1257.The dynamic height is computed by dividing the NAVD 88
 JD1257.geopotential number by the normal gravity value computed on the
 JD1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1257.degrees latitude (g = 980.6199 gals.).
 JD1257
 JD1257.The modeled gravity was interpolated from observed gravity values.
 JD1257
 JD1257;                    North         East    Units  Estimated Accuracy
 JD1257;SPC MO C     -   275,410.      424,350.      MT  (+/- 180 meters Scaled)
 JD1257
 JD1257                          SUPERSEDED SURVEY CONTROL
 JD1257
 JD1257  NGVD 29 (??/??/92)  230.488  (m)          756.19   (f) ADJ UNCH    2 0
 JD1257
 JD1257.Superseded values are not recommended for survey control.
 JD1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1257.See file dsdata.txt to determine how the superseded data were derived.
 JD1257
 JD1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC680404(NAD 83)
 JD1257_MARKER: DB = BENCH MARK DISK
 JD1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1257_STAMPING: B 132 1935
 JD1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1257+STABILITY: SURFACE MOTION
 JD1257
 JD1257  HISTORY     - Date     Condition        Report By
 JD1257  HISTORY     - 1935     MONUMENTED       CGS
 JD1257  HISTORY     - 1963     GOOD             NGS
 JD1257
 JD1257                          STATION DESCRIPTION
 JD1257
 JD1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1257'7.3 MI SW FROM LINCOLN.
 JD1257'0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 JD1257'LINCOLN, THENCE 5.7 MILES SOUTH ALONG U.S. HIGHWAY 65, THENCE
 JD1257'1.35 MILES WEST ALONG STATE ROAD T TO THE E.E. CHANEY FARMHOUSE,
 JD1257'125 FEET NORTH OF THE CENTER LINE OF THE ROAD, 176 FEET EAST OF
 JD1257'THE NORTHEAST CORNER OF THE HOUSE, 81 FEET SOUTHEAST OF A LARGE
 JD1257'18-INCH OAK TREE, 52 FEET NORTH OF THE NORTHEAST CORNER OF A SHED
 JD1257'WHICH IS NORTH OF A STOCK PEN, 14 FEET WEST OF A FENCE, 13.5 FEET
 JD1257'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JD1257'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0441 ***********************************************************************
 KC0441  DESIGNATION -  B 133
 KC0441  PID         -  KC0441
 KC0441  STATE/COUNTY-  MO/MONROE
 KC0441  USGS QUAD   -  FLORIDA (1972)
 KC0441
 KC0441                         *CURRENT SURVEY CONTROL
 KC0441  ___________________________________________________________________
 KC0441* NAD 83(1986)-  39 27 18.     (N)    091 46 45.     (W)     SCALED    
 KC0441* NAVD 88     -       208.011  (meters)     682.45   (feet)  ADJUSTED  
 KC0441  ___________________________________________________________________
 KC0441  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KC0441  DYNAMIC HT  -         207.889 (meters)     682.05  (feet)  COMP
 KC0441  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 KC0441
 KC0441  VERT ORDER  -  SECOND    CLASS 0
 KC0441
 KC0441.The horizontal coordinates were scaled from a topographic map and have
 KC0441.an estimated accuracy of +/- 6 seconds.
 KC0441
 KC0441.The orthometric height was determined by differential leveling
 KC0441.and adjusted by the National Geodetic Survey in June 1991..
 KC0441
 KC0441.The geoid height was determined by GEOID03.
 KC0441
 KC0441.The dynamic height is computed by dividing the NAVD 88
 KC0441.geopotential number by the normal gravity value computed on the
 KC0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0441.degrees latitude (g = 980.6199 gals.).
 KC0441
 KC0441.The modeled gravity was interpolated from observed gravity values.
 KC0441
 KC0441;                    North         East    Units  Estimated Accuracy
 KC0441;SPC MO C     -   402,190.      562,040.      MT  (+/- 180 meters Scaled)
 KC0441
 KC0441                          SUPERSEDED SURVEY CONTROL
 KC0441
 KC0441  NGVD 29 (??/??/92)  208.026  (m)          682.50   (f) ADJ UNCH    2 0
 KC0441
 KC0441.Superseded values are not recommended for survey control.
 KC0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0441.See file dsdata.txt to determine how the superseded data were derived.
 KC0441
 KC0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD050679(NAD 83)
 KC0441_MARKER: DB = BENCH MARK DISK
 KC0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0441_STAMPING: B 133 1935
 KC0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0441+STABILITY: SURFACE MOTION
 KC0441
 KC0441  HISTORY     - Date     Condition        Report By
 KC0441  HISTORY     - 1935     MONUMENTED       CGS
 KC0441  HISTORY     - 1972     MARK NOT FOUND   USGS
 KC0441
 KC0441                          STATION DESCRIPTION
 KC0441
 KC0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0441'6 MI W FROM PERRY.
 KC0441'IN MONROE COUNTY, 6.0 MILES WEST ALONG STATE HIGHWAY 26 FROM A
 KC0441'SCHOOL AT PERRY, RALLS COUNTY, 60 FEET NORTH OF THE CENTERLINE
 KC0441'OF THE HIGHWAY, 42 FEET EAST OF A 24-INCH ELM TREE, AND 1 FOOT
 KC0441'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED B 133 1935 AND SET
 KC0441'IN THE TOP OF A CONCRETE POST.
 KC0441
 KC0441                          STATION RECOVERY (1972)
 KC0441
 KC0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KC0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0038 ***********************************************************************
 KD0038  DESIGNATION -  B 134
 KD0038  PID         -  KD0038
 KD0038  STATE/COUNTY-  MO/SHELBY
 KD0038  USGS QUAD   -  SHELBYVILLE (1964)
 KD0038
 KD0038                         *CURRENT SURVEY CONTROL
 KD0038  ___________________________________________________________________
 KD0038* NAD 83(1986)-  39 48 21.     (N)    092 02 27.     (W)     SCALED    
 KD0038* NAVD 88     -       234.059  (meters)     767.91   (feet)  ADJUSTED  
 KD0038  ___________________________________________________________________
 KD0038  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD0038  DYNAMIC HT  -         233.932 (meters)     767.49  (feet)  COMP
 KD0038  MODELED GRAV-     980,077.0   (mgal)                       NAVD 88
 KD0038
 KD0038  VERT ORDER  -  SECOND    CLASS 0
 KD0038
 KD0038.The horizontal coordinates were scaled from a topographic map and have
 KD0038.an estimated accuracy of +/- 6 seconds.
 KD0038
 KD0038.The orthometric height was determined by differential leveling
 KD0038.and adjusted by the National Geodetic Survey in June 1991..
 KD0038
 KD0038.The geoid height was determined by GEOID03.
 KD0038
 KD0038.The dynamic height is computed by dividing the NAVD 88
 KD0038.geopotential number by the normal gravity value computed on the
 KD0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0038.degrees latitude (g = 980.6199 gals.).
 KD0038
 KD0038.The modeled gravity was interpolated from observed gravity values.
 KD0038
 KD0038;                    North         East    Units  Estimated Accuracy
 KD0038;SPC MO C     -   440,990.      539,320.      MT  (+/- 180 meters Scaled)
 KD0038
 KD0038                          SUPERSEDED SURVEY CONTROL
 KD0038
 KD0038  NGVD 29 (??/??/92)  234.086  (m)          768.00   (f) ADJ UNCH    2 0
 KD0038
 KD0038.Superseded values are not recommended for survey control.
 KD0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0038.See file dsdata.txt to determine how the superseded data were derived.
 KD0038
 KD0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE821066(NAD 83)
 KD0038_MARKER: DB = BENCH MARK DISK
 KD0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0038_STAMPING: B 134 1935
 KD0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0038+STABILITY: SURFACE MOTION
 KD0038
 KD0038  HISTORY     - Date     Condition        Report By
 KD0038  HISTORY     - 1935     MONUMENTED       CGS
 KD0038  HISTORY     - 1967     GOOD             NGS
 KD0038
 KD0038                          STATION DESCRIPTION
 KD0038
 KD0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0038'AT SHELBYVILLE.
 KD0038'AT SHELBYVILLE, SHELBY COUNTY, AT THE COUNTY COURTHOUSE YARD, 56
 KD0038'FEET EAST OF THE CENTERLINE OF THE SIDEWALK LEADING TO THE
 KD0038'SOUTH ENTRANCE OF THE COURTHOUSE, 3-1/2 FEET NORTH OF THE
 KD0038'CENTERLINE OF A SIDEWALK, AND 4 FEET SOUTH OF A WORLD WAR
 KD0038'MONUMENT.  A STANDARD DISK, STAMPED B 134 1935 AND SET IN THE TOP
 KD0038'OF A CONCRETE POST.
 KD0038
 KD0038                          STATION RECOVERY (1967)
 KD0038
 KD0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0319 ***********************************************************************
 KC0319  DESIGNATION -  B 135
 KC0319  PID         -  KC0319
 KC0319  STATE/COUNTY-  MO/MARION
 KC0319  USGS QUAD   -  HANNIBAL EAST (1993)
 KC0319
 KC0319                         *CURRENT SURVEY CONTROL
 KC0319  ___________________________________________________________________
 KC0319* NAD 83(1986)-  39 42 31.     (N)    091 21 29.     (W)     SCALED    
 KC0319* NAVD 88     -       149.731  (meters)     491.24   (feet)  ADJUSTED  
 KC0319  ___________________________________________________________________
 KC0319  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0319  DYNAMIC HT  -         149.649 (meters)     490.97  (feet)  COMP
 KC0319  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 KC0319
 KC0319  VERT ORDER  -  SECOND    CLASS 0
 KC0319
 KC0319.The horizontal coordinates were scaled from a topographic map and have
 KC0319.an estimated accuracy of +/- 6 seconds.
 KC0319
 KC0319.The orthometric height was determined by differential leveling
 KC0319.and adjusted by the National Geodetic Survey in June 1991..
 KC0319
 KC0319.The geoid height was determined by GEOID03.
 KC0319
 KC0319.The dynamic height is computed by dividing the NAVD 88
 KC0319.geopotential number by the normal gravity value computed on the
 KC0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0319.degrees latitude (g = 980.6199 gals.).
 KC0319
 KC0319.The modeled gravity was interpolated from observed gravity values.
 KC0319
 KC0319;                    North         East    Units  Estimated Accuracy
 KC0319;SPC MO E     -   430,450.      176,420.      MT  (+/- 180 meters Scaled)
 KC0319
 KC0319                          SUPERSEDED SURVEY CONTROL
 KC0319
 KC0319  NGVD 29 (??/??/92)  149.791  (m)          491.44   (f) ADJ UNCH    2 0
 KC0319
 KC0319.Superseded values are not recommended for survey control.
 KC0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0319.See file dsdata.txt to determine how the superseded data were derived.
 KC0319
 KC0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD407967(NAD 83)
 KC0319_MARKER: DB = BENCH MARK DISK
 KC0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0319_SP_SET: SIDEWALK
 KC0319_STAMPING: B 135 1935
 KC0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KC0319+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1999
 KC0319
 KC0319  HISTORY     - Date     Condition        Report By
 KC0319  HISTORY     - 1935     MONUMENTED       CGS
 KC0319  HISTORY     - 1971     GOOD             NGS
 KC0319  HISTORY     - 1987     GOOD             USPSQD
 KC0319  HISTORY     - 19990706 GOOD             NGS
 KC0319
 KC0319                          STATION DESCRIPTION
 KC0319
 KC0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0319'AT HANNIBAL.
 KC0319'AT HANNIBAL, MARION COUNTY, IN THE SOUTH WALL OF THE CITY HALL,
 KC0319'IN THE SECOND STONE ABOVE THE SIDEWALK, AND 1.6 FEET WEST OF THE
 KC0319'SOUTHEAST CORNER.  A STANDARD DISK, STAMPED B 135 1935 AND SET
 KC0319'VERTICALLY.
 KC0319
 KC0319                          STATION RECOVERY (1971)
 KC0319
 KC0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KC0319'RECOVERED IN GOOD CONDITION.
 KC0319
 KC0319                          STATION RECOVERY (1987)
 KC0319
 KC0319'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 KC0319'RECOVERED IN GOOD CONDITION.
 KC0319
 KC0319                          STATION RECOVERY (1999)
 KC0319
 KC0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 KC0319'CITY HALL AT NORTHEAST CORNER OF BROADWAY = ROUTE US BUSINESS 36 AND
 KC0319'NORTH FOURTH ST.  GRAVITY STATION ON SIDEWALK BELOW AND 4 FEET TO
 KC0319'SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0523 ***********************************************************************
 KC0523  DESIGNATION -  B 136
 KC0523  PID         -  KC0523
 KC0523  STATE/COUNTY-  MO/MONROE
 KC0523  USGS QUAD   -  GOSS (1960)
 KC0523
 KC0523                         *CURRENT SURVEY CONTROL
 KC0523  ___________________________________________________________________
 KC0523* NAD 83(1986)-  39 32 00.     (N)    091 53 41.     (W)     SCALED    
 KC0523* NAVD 88     -       199.959  (meters)     656.03   (feet)  ADJUSTED  
 KC0523  ___________________________________________________________________
 KC0523  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KC0523  DYNAMIC HT  -         199.843 (meters)     655.65  (feet)  COMP
 KC0523  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 KC0523
 KC0523  VERT ORDER  -  SECOND    CLASS 0
 KC0523
 KC0523.The horizontal coordinates were scaled from a topographic map and have
 KC0523.an estimated accuracy of +/- 6 seconds.
 KC0523
 KC0523.The orthometric height was determined by differential leveling
 KC0523.and adjusted by the National Geodetic Survey in June 1991..
 KC0523
 KC0523.The geoid height was determined by GEOID03.
 KC0523
 KC0523.The dynamic height is computed by dividing the NAVD 88
 KC0523.geopotential number by the normal gravity value computed on the
 KC0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0523.degrees latitude (g = 980.6199 gals.).
 KC0523
 KC0523.The modeled gravity was interpolated from observed gravity values.
 KC0523
 KC0523;                    North         East    Units  Estimated Accuracy
 KC0523;SPC MO C     -   410,810.      552,030.      MT  (+/- 180 meters Scaled)
 KC0523
 KC0523                          SUPERSEDED SURVEY CONTROL
 KC0523
 KC0523  NGVD 29 (??/??/92)  199.973  (m)          656.08   (f) ADJ UNCH    2 0
 KC0523
 KC0523.Superseded values are not recommended for survey control.
 KC0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0523.See file dsdata.txt to determine how the superseded data were derived.
 KC0523
 KC0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD949765(NAD 83)
 KC0523_MARKER: DB = BENCH MARK DISK
 KC0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0523_STAMPING: B 136 1935
 KC0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0523+STABILITY: SURFACE MOTION
 KC0523
 KC0523  HISTORY     - Date     Condition        Report By
 KC0523  HISTORY     - 1935     MONUMENTED       CGS
 KC0523
 KC0523                          STATION DESCRIPTION
 KC0523
 KC0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0523'2.3 MI W FROM STOUTSVILLE.
 KC0523'ABOUT 2.3 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION
 KC0523'AT STOUTSVILLE, MONROE COUNTY, AT MILEAGE 36.5, 40 FEET WEST OF
 KC0523'THE CENTER OF A GRADE CROSSING, 45 FEET NORTH OF THE CENTERLINE
 KC0523'OF THE TRACK, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 KC0523'STANDARD DISK, STAMPED B 136 1935 AND SET IN THE TOP OF A CONCRETE
 KC0523'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0399 ***********************************************************************
 KC0399  DESIGNATION -  B 137
 KC0399  PID         -  KC0399
 KC0399  STATE/COUNTY-  MO/PIKE
 KC0399  USGS QUAD   -  LOUISIANA (1991)
 KC0399
 KC0399                         *CURRENT SURVEY CONTROL
 KC0399  ___________________________________________________________________
 KC0399* NAD 83(1986)-  39 26 55.     (N)    091 02 59.     (W)     SCALED    
 KC0399* NAVD 88     -       145.296  (meters)     476.69   (feet)  ADJUSTED  
 KC0399  ___________________________________________________________________
 KC0399  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KC0399  DYNAMIC HT  -         145.213 (meters)     476.42  (feet)  COMP
 KC0399  MODELED GRAV-     980,054.9   (mgal)                       NAVD 88
 KC0399
 KC0399  VERT ORDER  -  SECOND    CLASS 0
 KC0399
 KC0399.The horizontal coordinates were scaled from a topographic map and have
 KC0399.an estimated accuracy of +/- 6 seconds.
 KC0399
 KC0399.The orthometric height was determined by differential leveling
 KC0399.and adjusted by the National Geodetic Survey in June 1991..
 KC0399
 KC0399.The geoid height was determined by GEOID03.
 KC0399
 KC0399.The dynamic height is computed by dividing the NAVD 88
 KC0399.geopotential number by the normal gravity value computed on the
 KC0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0399.degrees latitude (g = 980.6199 gals.).
 KC0399
 KC0399.The modeled gravity was interpolated from observed gravity values.
 KC0399
 KC0399;                    North         East    Units  Estimated Accuracy
 KC0399;SPC MO E     -   401,380.      202,690.      MT  (+/- 180 meters Scaled)
 KC0399
 KC0399                          SUPERSEDED SURVEY CONTROL
 KC0399
 KC0399  NGVD 29 (??/??/92)  145.363  (m)          476.91   (f) ADJ UNCH    2 0
 KC0399
 KC0399.Superseded values are not recommended for survey control.
 KC0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0399.See file dsdata.txt to determine how the superseded data were derived.
 KC0399
 KC0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD678683(NAD 83)
 KC0399_MARKER: DB = BENCH MARK DISK
 KC0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0399_STAMPING: B 137 1935
 KC0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0399+STABILITY: SURFACE MOTION
 KC0399
 KC0399  HISTORY     - Date     Condition        Report By
 KC0399  HISTORY     - 1935     MONUMENTED       CGS
 KC0399
 KC0399                          STATION DESCRIPTION
 KC0399
 KC0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0399'AT LOUISIANA.
 KC0399'AT LOUISIANA, PIKE COUNTY, AT THE NORTHEAST CORNER OF THE POST
 KC0399'OFFICE YARD, 13 YARDS EAST OF THE CENTER OF THE STEPS TO THE
 KC0399'ENTRANCE, AND 2-1/2 YARDS NORTH OF THE NORTHEAST CORNER OF THE
 KC0399'BUILDING.  A STANDARD DISK, STAMPED B 137 1935 AND SET IN THE
 KC0399'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0454 ***********************************************************************
 KC0454  DESIGNATION -  B 138
 KC0454  PID         -  KC0454
 KC0454  STATE/COUNTY-  MO/AUDRAIN
 KC0454  USGS QUAD   -  LADDONIA (1973)
 KC0454
 KC0454                         *CURRENT SURVEY CONTROL
 KC0454  ___________________________________________________________________
 KC0454* NAD 83(1986)-  39 14 33.     (N)    091 38 44.     (W)     SCALED    
 KC0454* NAVD 88     -       237.686  (meters)     779.81   (feet)  ADJUSTED  
 KC0454  ___________________________________________________________________
 KC0454  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KC0454  DYNAMIC HT  -         237.542 (meters)     779.34  (feet)  COMP
 KC0454  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 KC0454
 KC0454  VERT ORDER  -  SECOND    CLASS 0
 KC0454
 KC0454.The horizontal coordinates were scaled from a topographic map and have
 KC0454.an estimated accuracy of +/- 6 seconds.
 KC0454
 KC0454.The orthometric height was determined by differential leveling
 KC0454.and adjusted by the National Geodetic Survey in June 1991..
 KC0454
 KC0454.The geoid height was determined by GEOID03.
 KC0454
 KC0454.The dynamic height is computed by dividing the NAVD 88
 KC0454.geopotential number by the normal gravity value computed on the
 KC0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0454.degrees latitude (g = 980.6199 gals.).
 KC0454
 KC0454.The modeled gravity was interpolated from observed gravity values.
 KC0454
 KC0454;                    North         East    Units  Estimated Accuracy
 KC0454;SPC MO C     -   378,700.      573,760.      MT  (+/- 180 meters Scaled)
 KC0454
 KC0454                          SUPERSEDED SURVEY CONTROL
 KC0454
 KC0454  NGVD 29 (??/??/92)  237.698  (m)          779.85   (f) ADJ UNCH    2 0
 KC0454
 KC0454.Superseded values are not recommended for survey control.
 KC0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0454.See file dsdata.txt to determine how the superseded data were derived.
 KC0454
 KC0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD168445(NAD 83)
 KC0454_MARKER: DB = BENCH MARK DISK
 KC0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0454_STAMPING: B 138 1935
 KC0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0454+STABILITY: SURFACE MOTION
 KC0454
 KC0454  HISTORY     - Date     Condition        Report By
 KC0454  HISTORY     - 1935     MONUMENTED       CGS
 KC0454
 KC0454                          STATION DESCRIPTION
 KC0454
 KC0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0454'AT LADDONIA.
 KC0454'AT LADDONIA, AUDRAIN COUNTY, 18 YARDS EAST OF THE CHICAGO AND
 KC0454'ALTON RAILROAD STATION, 12 YARDS NORTH OF THE CENTERLINE OF THE
 KC0454'TRACK, AND 18 FEET EAST OF A SIDEWALK.  A STANDARD DISK, STAMPED
 KC0454'B 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0185 ***********************************************************************
 HC0185  DESIGNATION -  B 139
 HC0185  PID         -  HC0185
 HC0185  STATE/COUNTY-  MO/IRON
 HC0185  USGS QUAD   -  GLOVER (1968)
 HC0185
 HC0185                         *CURRENT SURVEY CONTROL
 HC0185  ___________________________________________________________________
 HC0185* NAD 83(1986)-  37 24 57.     (N)    090 41 37.     (W)     SCALED    
 HC0185* NAVD 88     -       217.521  (meters)     713.65   (feet)  ADJUSTED  
 HC0185  ___________________________________________________________________
 HC0185  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HC0185  DYNAMIC HT  -         217.354 (meters)     713.10  (feet)  COMP
 HC0185  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 HC0185
 HC0185  VERT ORDER  -  SECOND    CLASS 0
 HC0185
 HC0185.The horizontal coordinates were scaled from a topographic map and have
 HC0185.an estimated accuracy of +/- 6 seconds.
 HC0185
 HC0185.The orthometric height was determined by differential leveling
 HC0185.and adjusted by the National Geodetic Survey in June 1991..
 HC0185
 HC0185.The geoid height was determined by GEOID03.
 HC0185
 HC0185.The dynamic height is computed by dividing the NAVD 88
 HC0185.geopotential number by the normal gravity value computed on the
 HC0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0185.degrees latitude (g = 980.6199 gals.).
 HC0185
 HC0185.The modeled gravity was interpolated from observed gravity values.
 HC0185
 HC0185;                    North         East    Units  Estimated Accuracy
 HC0185;SPC MO E     -   175,620.      232,860.      MT  (+/- 180 meters Scaled)
 HC0185
 HC0185                          SUPERSEDED SURVEY CONTROL
 HC0185
 HC0185  NGVD 29 (??/??/92)  217.525  (m)          713.66   (f) ADJ UNCH    2 0
 HC0185
 HC0185.Superseded values are not recommended for survey control.
 HC0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0185.See file dsdata.txt to determine how the superseded data were derived.
 HC0185
 HC0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB041435(NAD 83)
 HC0185_MARKER: DB = BENCH MARK DISK
 HC0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0185_STAMPING: B 139 1935
 HC0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0185+STABILITY: SURFACE MOTION
 HC0185
 HC0185  HISTORY     - Date     Condition        Report By
 HC0185  HISTORY     - 1935     MONUMENTED       CGS
 HC0185
 HC0185                          STATION DESCRIPTION
 HC0185
 HC0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0185'0.7 MI N FROM SABULA.
 HC0185'0.7 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 HC0185'AT SABULA, AT POLE 103/15, AT THE CROSSING OF STATE HIGHWAY 49, 33
 HC0185'FEET EAST OF THE CENTERLINE OF THE TRACK, AND 30 FEET NORTH OF THE
 HC0185'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 139 1935
 HC0185'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0378 ***********************************************************************
 JC0378  DESIGNATION -  B 139
 JC0378  PID         -  JC0378
 JC0378  STATE/COUNTY-  MO/FRANKLIN
 JC0378  USGS QUAD   -  ST CLAIR (1969)
 JC0378
 JC0378                         *CURRENT SURVEY CONTROL
 JC0378  ___________________________________________________________________
 JC0378* NAD 83(1986)-  38 18 48.     (N)    090 53 07.     (W)     SCALED    
 JC0378* NAVD 88     -       220.353  (meters)     722.94   (feet)  ADJUSTED  
 JC0378  ___________________________________________________________________
 JC0378  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 JC0378  DYNAMIC HT  -         220.210 (meters)     722.47  (feet)  COMP
 JC0378  MODELED GRAV-     979,975.4   (mgal)                       NAVD 88
 JC0378
 JC0378  VERT ORDER  -  SECOND    CLASS 0
 JC0378
 JC0378.The horizontal coordinates were scaled from a topographic map and have
 JC0378.an estimated accuracy of +/- 6 seconds.
 JC0378
 JC0378.The orthometric height was determined by differential leveling
 JC0378.and adjusted by the National Geodetic Survey in June 1991..
 JC0378
 JC0378.The geoid height was determined by GEOID03.
 JC0378
 JC0378.The dynamic height is computed by dividing the NAVD 88
 JC0378.geopotential number by the normal gravity value computed on the
 JC0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0378.degrees latitude (g = 980.6199 gals.).
 JC0378
 JC0378.The modeled gravity was interpolated from observed gravity values.
 JC0378
 JC0378;                    North         East    Units  Estimated Accuracy
 JC0378;SPC MO E     -   275,280.      216,310.      MT  (+/- 180 meters Scaled)
 JC0378
 JC0378                          SUPERSEDED SURVEY CONTROL
 JC0378
 JC0378  NGVD 29 (??/??/92)  220.405  (m)          723.11   (f) ADJ UNCH    2 0
 JC0378
 JC0378.Superseded values are not recommended for survey control.
 JC0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0378.See file dsdata.txt to determine how the superseded data were derived.
 JC0378
 JC0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC848426(NAD 83)
 JC0378_MARKER: DB = BENCH MARK DISK
 JC0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0378_STAMPING: R 139 1935
 JC0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0378+STABILITY: SURFACE MOTION
 JC0378
 JC0378  HISTORY     - Date     Condition        Report By
 JC0378  HISTORY     - 1935     MONUMENTED       CGS
 JC0378  HISTORY     - 1971     GOOD             NGS
 JC0378
 JC0378                          STATION DESCRIPTION
 JC0378
 JC0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0378'1.2 MI NW FROM MOUNT HOPE.
 JC0378'1.2 MILES NORTHWEST ALONG COUNTY ROAD B FROM THE MOUNT HOPE CHURCH
 JC0378'AT MOUNT HOPE, FRANKLIN COUNTY, AT THE HOFFMAN BEER GARDEN IN 1935,
 JC0378'AT THE JUNCTION OF STATE HIGHWAY 30, 80 FEET SOUTH OF THE CENTERLINE
 JC0378'OF THE HIGHWAY, 45 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 JC0378'AT THE NORTH END OF A SMALL FLOWER BED.  A STANDARD DISK, STAMPED
 JC0378'B 139 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 JC0378'ABOVE GROUND.
 JC0378
 JC0378                          STATION RECOVERY (1971)
 JC0378
 JC0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JC0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0008 ***********************************************************************
 GE0008  DESIGNATION -  B 14
 GE0008  PID         -  GE0008
 GE0008  STATE/COUNTY-  MO/STODDARD
 GE0008  USGS QUAD   -  PUXICO (1962)
 GE0008
 GE0008                         *CURRENT SURVEY CONTROL
 GE0008  ___________________________________________________________________
 GE0008* NAD 83(1986)-  36 54 19.     (N)    090 13 22.     (W)     SCALED    
 GE0008* NAVD 88     -       103.129  (meters)     338.35   (feet)  ADJUSTED  
 GE0008  ___________________________________________________________________
 GE0008  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GE0008  DYNAMIC HT  -         103.048 (meters)     338.08  (feet)  COMP
 GE0008  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 GE0008
 GE0008  VERT ORDER  -  FIRST     CLASS II
 GE0008
 GE0008.The horizontal coordinates were scaled from a topographic map and have
 GE0008.an estimated accuracy of +/- 6 seconds.
 GE0008
 GE0008.The orthometric height was determined by differential leveling
 GE0008.and adjusted by the National Geodetic Survey in June 1991..
 GE0008
 GE0008.The geoid height was determined by GEOID03.
 GE0008
 GE0008.The dynamic height is computed by dividing the NAVD 88
 GE0008.geopotential number by the normal gravity value computed on the
 GE0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0008.degrees latitude (g = 980.6199 gals.).
 GE0008
 GE0008.The modeled gravity was interpolated from observed gravity values.
 GE0008
 GE0008;                    North         East    Units  Estimated Accuracy
 GE0008;SPC MO E     -   118,980.      274,710.      MT  (+/- 180 meters Scaled)
 GE0008
 GE0008                          SUPERSEDED SURVEY CONTROL
 GE0008
 GE0008  NGVD 29 (??/??/92)  103.156  (m)          338.44   (f) ADJ UNCH    1 2
 GE0008
 GE0008.Superseded values are not recommended for survey control.
 GE0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0008.See file dsdata.txt to determine how the superseded data were derived.
 GE0008
 GE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA474879(NAD 83)
 GE0008_MARKER: DB = BENCH MARK DISK
 GE0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0008_STAMPING: 338.464 B 14 1932
 GE0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0008+STABILITY: SURFACE MOTION
 GE0008
 GE0008  HISTORY     - Date     Condition        Report By
 GE0008  HISTORY     - 1932     MONUMENTED       CGS
 GE0008  HISTORY     - 1934     GOOD             NGS
 GE0008  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0008
 GE0008                          STATION DESCRIPTION
 GE0008
 GE0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0008'1 MI SW FROM COBB.
 GE0008'1 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0008'THE STATION AT COBB, STODDARD COUNTY, 1/8 MILE NORTHEAST OF
 GE0008'BRIDGE NO. A 180.8, 105 FEET SOUTHWEST OF THE S SIGN ON THE
 GE0008'SOUTHEAST SIDE OF THE TRACK, BETWEEN POLES 180/18 AND 180/19,
 GE0008'49.5 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 20 FEET
 GE0008'NORTHWEST OF THE CENTERLINE OF A COUNTY ROAD, AND 2.5 FEET
 GE0008'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GE0008'338.464 B 14 1932 AND SET IN THE TOP OF A CONCRETE POST
 GE0008'PROJECTING 5 INCHES ABOVE GROUND.
 GE0008
 GE0008                          STATION RECOVERY (2002)
 GE0008
 GE0008'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0027 ***********************************************************************
 GF0027  DESIGNATION -  B 14
 GF0027  PID         -  GF0027
 GF0027  STATE/COUNTY-  MO/OZARK
 GF0027  USGS QUAD   -  GAINESVILLE (1968)
 GF0027
 GF0027                         *CURRENT SURVEY CONTROL
 GF0027  ___________________________________________________________________
 GF0027* NAD 83(1986)-  36 36 07.     (N)    092 25 54.     (W)     SCALED    
 GF0027* NAVD 88     -       238.662  (meters)     783.01   (feet)  ADJUSTED  
 GF0027  ___________________________________________________________________
 GF0027  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GF0027  DYNAMIC HT  -         238.463 (meters)     782.36  (feet)  COMP
 GF0027  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 GF0027
 GF0027  VERT ORDER  -  SECOND    CLASS 0
 GF0027
 GF0027.The horizontal coordinates were scaled from a topographic map and have
 GF0027.an estimated accuracy of +/- 6 seconds.
 GF0027
 GF0027.The orthometric height was determined by differential leveling
 GF0027.and adjusted by the National Geodetic Survey in June 1991..
 GF0027
 GF0027.The geoid height was determined by GEOID03.
 GF0027
 GF0027.The dynamic height is computed by dividing the NAVD 88
 GF0027.geopotential number by the normal gravity value computed on the
 GF0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0027.degrees latitude (g = 980.6199 gals.).
 GF0027
 GF0027.The modeled gravity was interpolated from observed gravity values.
 GF0027
 GF0027;                    North         East    Units  Estimated Accuracy
 GF0027;SPC MO C     -    85,280.      506,110.      MT  (+/- 180 meters Scaled)
 GF0027
 GF0027                          SUPERSEDED SURVEY CONTROL
 GF0027
 GF0027  NGVD 29 (??/??/92)  238.530  (m)          782.58   (f) ADJ UNCH    2 0
 GF0027
 GF0027.Superseded values are not recommended for survey control.
 GF0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0027.See file dsdata.txt to determine how the superseded data were derived.
 GF0027
 GF0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA508508(NAD 83)
 GF0027_MARKER: DD = SURVEY DISK
 GF0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0027_STAMPING: B 14 1931
 GF0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0027+STABILITY: SURFACE MOTION
 GF0027
 GF0027  HISTORY     - Date     Condition        Report By
 GF0027  HISTORY     - 1931     MONUMENTED       USGS
 GF0027  HISTORY     - 1941     GOOD             NGS
 GF0027  HISTORY     - 1980     MARK NOT FOUND   NGS
 GF0027
 GF0027                          STATION DESCRIPTION
 GF0027
 GF0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GF0027'AT GAINESVILLE.
 GF0027'AT GAINESVILLE, OZARK COUNTY, AT THE NORTHEAST CORNER OF THE
 GF0027'JUNCTION OF STATE HIGHWAYS 5 AND 80, AND 36 FEET SOUTH AND 62
 GF0027'FEET EAST OF THE EAST ENTRANCE TO THE PUBLIC SCHOOL.  A UNITED
 GF0027'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 14 1931 AND
 GF0027'SET IN THE TOP OF A CONCRETE POST.  NOTE-- DUE TO CONSTRUCTION
 GF0027'WORK ON THE SCHOOL THE MARK HAS BEEN NEARLY COVERED WITH DIRT
 GF0027'FROM EXCAVATIONS.
 GF0027
 GF0027                          STATION RECOVERY (1980)
 GF0027
 GF0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GF0027'MEASUREMENTS FROM THE NORTHERNMOST DOOR WOULD PLACE THE MARK UNDER A
 GF0027'SIDEWALK, HOWEVER THIS DOOR DOES NOT APPEAR TO BE THE MAIN ENTER-
 GF0027'ENCE. THE PRINCIPAL AND THE CUSTODIAN HAD NO KNOWLEDGE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1021 ***********************************************************************
 HB1021  DESIGNATION -  B 140
 HB1021  PID         -  HB1021
 HB1021  STATE/COUNTY-  MO/PERRY
 HB1021  USGS QUAD   -  SEDGEWICKVILLE (1980)
 HB1021
 HB1021                         *CURRENT SURVEY CONTROL
 HB1021  ___________________________________________________________________
 HB1021* NAD 83(1986)-  37 37 04.     (N)    089 58 50.     (W)     SCALED    
 HB1021* NAVD 88     -       258.932  (meters)     849.51   (feet)  ADJUSTED  
 HB1021  ___________________________________________________________________
 HB1021  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HB1021  DYNAMIC HT  -         258.744 (meters)     848.90  (feet)  COMP
 HB1021  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 HB1021
 HB1021  VERT ORDER  -  SECOND    CLASS 0
 HB1021
 HB1021.The horizontal coordinates were scaled from a topographic map and have
 HB1021.an estimated accuracy of +/- 6 seconds.
 HB1021
 HB1021.The orthometric height was determined by differential leveling
 HB1021.and adjusted by the National Geodetic Survey in June 1991..
 HB1021
 HB1021.The geoid height was determined by GEOID03.
 HB1021
 HB1021.The dynamic height is computed by dividing the NAVD 88
 HB1021.geopotential number by the normal gravity value computed on the
 HB1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1021.degrees latitude (g = 980.6199 gals.).
 HB1021
 HB1021.The modeled gravity was interpolated from observed gravity values.
 HB1021
 HB1021;                    North         East    Units  Estimated Accuracy
 HB1021;SPC MO E     -   198,140.      295,860.      MT  (+/- 180 meters Scaled)
 HB1021
 HB1021                          SUPERSEDED SURVEY CONTROL
 HB1021
 HB1021  NGVD 29 (??/??/??)  259.020  (m)          849.80   (f) ADJUSTED    2 0
 HB1021
 HB1021.Superseded values are not recommended for survey control.
 HB1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1021.See file dsdata.txt to determine how the superseded data were derived.
 HB1021
 HB1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG369675(NAD 83)
 HB1021_MARKER: DB = BENCH MARK DISK
 HB1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1021_STAMPING: B 140 1935
 HB1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1021+STABILITY: SURFACE MOTION
 HB1021
 HB1021  HISTORY     - Date     Condition        Report By
 HB1021  HISTORY     - 1935     MONUMENTED       CGS
 HB1021  HISTORY     - 1956     MARK NOT FOUND   USGS
 HB1021
 HB1021                          STATION DESCRIPTION
 HB1021
 HB1021'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 HB1021'7.5 MI NE FROM PATTON.
 HB1021'IN PERRY COUNTY, 7.5 MILES NORTHEAST ALONG STATE HIGHWAY 51
 HB1021'FROM THE INTERSECTION OF U.S. HIGHWAY 61 NEAR PATTON, BOLLINGER
 HB1021'COUNTY, 3.1 MILES NORTHEAST OF WHITE RIVER BRIDGE NO. J 908,
 HB1021'1.5 MILES SOUTHWEST OF THE T. TAYLOR RESIDENCE IN 1935, 50
 HB1021'FEET EAST OF THE HIGHWAY, 35 FEET NORTHEAST OF A CONCRETE
 HB1021'CULVERT, AND 5 FEET SOUTH OF A RAIL FENCE.  A STANDARD DISK,
 HB1021'STAMPED B 140 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB1021'NOTE-- USGS REPORTED THAT THIS MARK IS PROBABLY DESTROYED BY
 HB1021'HIGHWAY PLANTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0088 ***********************************************************************
 HC0088  DESIGNATION -  B 141
 HC0088  PID         -  HC0088
 HC0088  STATE/COUNTY-  MO/BOLLINGER
 HC0088  USGS QUAD   -  GLENALLEN (1980)
 HC0088
 HC0088                         *CURRENT SURVEY CONTROL
 HC0088  ___________________________________________________________________
 HC0088* NAD 83(1986)-  37 21 51.     (N)    090 03 07.     (W)     SCALED    
 HC0088* NAVD 88     -       165.417  (meters)     542.71   (feet)  ADJUSTED  
 HC0088  ___________________________________________________________________
 HC0088  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 HC0088  DYNAMIC HT  -         165.296 (meters)     542.31  (feet)  COMP
 HC0088  MODELED GRAV-     979,893.7   (mgal)                       NAVD 88
 HC0088
 HC0088  VERT ORDER  -  SECOND    CLASS 0
 HC0088
 HC0088.The horizontal coordinates were scaled from a topographic map and have
 HC0088.an estimated accuracy of +/- 6 seconds.
 HC0088
 HC0088.The orthometric height was determined by differential leveling
 HC0088.and adjusted by the National Geodetic Survey in June 1991..
 HC0088
 HC0088.The geoid height was determined by GEOID03.
 HC0088
 HC0088.The dynamic height is computed by dividing the NAVD 88
 HC0088.geopotential number by the normal gravity value computed on the
 HC0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0088.degrees latitude (g = 980.6199 gals.).
 HC0088
 HC0088.The modeled gravity was interpolated from observed gravity values.
 HC0088
 HC0088;                    North         East    Units  Estimated Accuracy
 HC0088;SPC MO E     -   169,960.      289,690.      MT  (+/- 180 meters Scaled)
 HC0088
 HC0088                          SUPERSEDED SURVEY CONTROL
 HC0088
 HC0088  NGVD 29 (??/??/92)  165.437  (m)          542.77   (f) ADJ UNCH    2 0
 HC0088
 HC0088.Superseded values are not recommended for survey control.
 HC0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0088.See file dsdata.txt to determine how the superseded data were derived.
 HC0088
 HC0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB610393(NAD 83)
 HC0088_MARKER: DB = BENCH MARK DISK
 HC0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0088_STAMPING: B 141 1935
 HC0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0088+STABILITY: SURFACE MOTION
 HC0088
 HC0088  HISTORY     - Date     Condition        Report By
 HC0088  HISTORY     - 1935     MONUMENTED       CGS
 HC0088  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0088  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0088
 HC0088                          STATION DESCRIPTION
 HC0088
 HC0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0088'2.1 MI SE FROM BESSVILLE.
 HC0088'2.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0088'STATION AT BESSVILLE, BOLLINGER COUNTY, AT MILEAGE 126.13, AT
 HC0088'A COUNTRY ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE
 HC0088'TRACK, 15 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 5 FEET
 HC0088'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 141
 HC0088'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0088
 HC0088                          STATION RECOVERY (1975)
 HC0088
 HC0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0088'MARK NOT FOUND.
 HC0088
 HC0088                          STATION RECOVERY (1975)
 HC0088
 HC0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0483 ***********************************************************************
 KC0483  DESIGNATION -  B 146
 KC0483  PID         -  KC0483
 KC0483  STATE/COUNTY-  MO/AUDRAIN
 KC0483  USGS QUAD   -  MEXICO WEST (1984)
 KC0483
 KC0483                         *CURRENT SURVEY CONTROL
 KC0483  ___________________________________________________________________
 KC0483* NAD 83(1986)-  39 10 19.     (N)    091 53 06.     (W)     SCALED    
 KC0483* NAVD 88     -       241.601  (meters)     792.65   (feet)  ADJUSTED  
 KC0483  ___________________________________________________________________
 KC0483  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KC0483  DYNAMIC HT  -         241.451 (meters)     792.16  (feet)  COMP
 KC0483  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 KC0483
 KC0483  VERT ORDER  -  SECOND    CLASS 0
 KC0483
 KC0483.The horizontal coordinates were scaled from a topographic map and have
 KC0483.an estimated accuracy of +/- 6 seconds.
 KC0483
 KC0483.The orthometric height was determined by differential leveling
 KC0483.and adjusted by the National Geodetic Survey in June 1991..
 KC0483
 KC0483.The geoid height was determined by GEOID03.
 KC0483
 KC0483.The dynamic height is computed by dividing the NAVD 88
 KC0483.geopotential number by the normal gravity value computed on the
 KC0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0483.degrees latitude (g = 980.6199 gals.).
 KC0483
 KC0483.The modeled gravity was interpolated from observed gravity values.
 KC0483
 KC0483;                    North         East    Units  Estimated Accuracy
 KC0483;SPC MO C     -   370,700.      553,140.      MT  (+/- 180 meters Scaled)
 KC0483
 KC0483                          SUPERSEDED SURVEY CONTROL
 KC0483
 KC0483  NGVD 29 (??/??/92)  241.601  (m)          792.65   (f) ADJ UNCH    2 0
 KC0483
 KC0483.Superseded values are not recommended for survey control.
 KC0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0483.See file dsdata.txt to determine how the superseded data were derived.
 KC0483
 KC0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD963364(NAD 83)
 KC0483_MARKER: DB = BENCH MARK DISK
 KC0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0483_STAMPING: B 146 1935
 KC0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0483+STABILITY: SURFACE MOTION
 KC0483
 KC0483  HISTORY     - Date     Condition        Report By
 KC0483  HISTORY     - 1935     MONUMENTED       CGS
 KC0483  HISTORY     - 1938     GOOD             NGS
 KC0483  HISTORY     - 1990     GOOD             USPSQD
 KC0483  HISTORY     - 20051105 GOOD             GEOCAC
 KC0483
 KC0483                          STATION DESCRIPTION
 KC0483
 KC0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KC0483'AT MEXICO.
 KC0483'AT MEXICO, AUDRAIN COUNTY, IN THE SOUTHEAST CORNER OF THE POST
 KC0483'OFFICE LAWN, INSIDE THE SIDEWALK ON JACKSON STREET, AND 20 FEET
 KC0483'WEST OF THE CLARK STREET CURB.  A STANDARD DISK, STAMPED B 146
 KC0483'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0483
 KC0483                          STATION RECOVERY (1990)
 KC0483
 KC0483'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KC0483'RECOVERED IN GOOD CONDITION.
 KC0483
 KC0483                          STATION RECOVERY (2005)
 KC0483
 KC0483'RECOVERY NOTE BY GEOCACHING 2005 (KHK)
 KC0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0107 ***********************************************************************
 JD0107  DESIGNATION -  B 147
 JD0107  PID         -  JD0107
 JD0107  STATE/COUNTY-  MO/CALLAWAY
 JD0107  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD0107
 JD0107                         *CURRENT SURVEY CONTROL
 JD0107  ___________________________________________________________________
 JD0107* NAD 83(1986)-  38 44 05.     (N)    092 03 44.     (W)     SCALED    
 JD0107* NAVD 88     -       259.358  (meters)     850.91   (feet)  ADJUSTED  
 JD0107  ___________________________________________________________________
 JD0107  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JD0107  DYNAMIC HT  -         259.187 (meters)     850.35  (feet)  COMP
 JD0107  MODELED GRAV-     979,961.8   (mgal)                       NAVD 88
 JD0107
 JD0107  VERT ORDER  -  SECOND    CLASS 0
 JD0107
 JD0107.The horizontal coordinates were scaled from a topographic map and have
 JD0107.an estimated accuracy of +/- 6 seconds.
 JD0107
 JD0107.The orthometric height was determined by differential leveling
 JD0107.and adjusted by the National Geodetic Survey in June 1991..
 JD0107
 JD0107.The geoid height was determined by GEOID03.
 JD0107
 JD0107.The dynamic height is computed by dividing the NAVD 88
 JD0107.geopotential number by the normal gravity value computed on the
 JD0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0107.degrees latitude (g = 980.6199 gals.).
 JD0107
 JD0107.The modeled gravity was interpolated from observed gravity values.
 JD0107
 JD0107;                    North         East    Units  Estimated Accuracy
 JD0107;SPC MO C     -   322,070.      538,060.      MT  (+/- 180 meters Scaled)
 JD0107
 JD0107                          SUPERSEDED SURVEY CONTROL
 JD0107
 JD0107  NGVD 29 (??/??/92)  259.378  (m)          850.98   (f) ADJ UNCH    2 0
 JD0107
 JD0107.Superseded values are not recommended for survey control.
 JD0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0107.See file dsdata.txt to determine how the superseded data were derived.
 JD0107
 JD0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC815877(NAD 83)
 JD0107_MARKER: DB = BENCH MARK DISK
 JD0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0107_STAMPING: B 147 1935
 JD0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0107+STABILITY: SURFACE MOTION
 JD0107
 JD0107  HISTORY     - Date     Condition        Report By
 JD0107  HISTORY     - 1935     MONUMENTED       CGS
 JD0107
 JD0107                          STATION DESCRIPTION
 JD0107
 JD0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0107'1.5 MI N FROM NEW BLOOMFIELD.
 JD0107'1.5 MILES NORTH ALONG U.S. HIGHWAY 54 FROM THE FARMERS BANK
 JD0107'BUILDING AT NEW BLOOMFIELD, 30 FEET WEST OF THE CENTERLINE OF
 JD0107'THE HIGHWAY, AND 30 FEET NORTH OF THE NORTHEAST CORNER OF A
 JD0107'FENCE AROUND A WHITE FARM HOUSE.  A STANDARD DISK, STAMPED B 147
 JD0107'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0681 ***********************************************************************
 JC0681  DESIGNATION -  B 148
 JC0681  PID         -  JC0681
 JC0681  STATE/COUNTY-  MO/MONTGOMERY
 JC0681  USGS QUAD   -  NEW FLORENCE (1973)
 JC0681
 JC0681                         *CURRENT SURVEY CONTROL
 JC0681  ___________________________________________________________________
 JC0681* NAD 83(1986)-  38 55 34.     (N)    091 27 43.     (W)     SCALED    
 JC0681* NAVD 88     -       259.215  (meters)     850.44   (feet)  ADJUSTED  
 JC0681  ___________________________________________________________________
 JC0681  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JC0681  DYNAMIC HT  -         259.047 (meters)     849.89  (feet)  COMP
 JC0681  MODELED GRAV-     979,973.7   (mgal)                       NAVD 88
 JC0681
 JC0681  VERT ORDER  -  SECOND    CLASS 0
 JC0681
 JC0681.The horizontal coordinates were scaled from a topographic map and have
 JC0681.an estimated accuracy of +/- 6 seconds.
 JC0681
 JC0681.The orthometric height was determined by differential leveling
 JC0681.and adjusted by the National Geodetic Survey in June 1991..
 JC0681
 JC0681.The geoid height was determined by GEOID03.
 JC0681
 JC0681.The dynamic height is computed by dividing the NAVD 88
 JC0681.geopotential number by the normal gravity value computed on the
 JC0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0681.degrees latitude (g = 980.6199 gals.).
 JC0681
 JC0681.The modeled gravity was interpolated from observed gravity values.
 JC0681
 JC0681;                    North         East    Units  Estimated Accuracy
 JC0681;SPC MO E     -   343,670.      166,590.      MT  (+/- 180 meters Scaled)
 JC0681
 JC0681                          SUPERSEDED SURVEY CONTROL
 JC0681
 JC0681  NGVD 29 (??/??/92)  259.220  (m)          850.46   (f) ADJ UNCH    2 0
 JC0681
 JC0681.Superseded values are not recommended for survey control.
 JC0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0681.See file dsdata.txt to determine how the superseded data were derived.
 JC0681
 JC0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD333097(NAD 83)
 JC0681_MARKER: DB = BENCH MARK DISK
 JC0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0681_SP_SET: UNDERPASS
 JC0681_STAMPING: B 148 1935
 JC0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0681
 JC0681  HISTORY     - Date     Condition        Report By
 JC0681  HISTORY     - 1935     MONUMENTED       CGS
 JC0681
 JC0681                          STATION DESCRIPTION
 JC0681
 JC0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0681'1.2 MI W FROM NEW FLORENCE.
 JC0681'1.2 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0681'NEW FLORENCE, MONTGOMERY COUNTY, 7 POLES WEST OF MILEPOST 197,
 JC0681'AT THE SOUTHEAST CORNER OF THE STATE HIGHWAY 19 UNDERPASS, AND
 JC0681'IN THE TOP OF THE CONCRETE WINGWALL.  A STANDARD DISK, STAMPED
 JC0681'B 148 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0543 ***********************************************************************
 JC0543  DESIGNATION -  B 149
 JC0543  PID         -  JC0543
 JC0543  STATE/COUNTY-  MO/ST CHARLES
 JC0543  USGS QUAD   -  WENTZVILLE (1982)
 JC0543
 JC0543                         *CURRENT SURVEY CONTROL
 JC0543  ___________________________________________________________________
 JC0543* NAD 83(1986)-  38 48 32.     (N)    090 48 19.     (W)     SCALED    
 JC0543* NAVD 88     -       172.226  (meters)     565.04   (feet)  ADJUSTED  
 JC0543  ___________________________________________________________________
 JC0543  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JC0543  DYNAMIC HT  -         172.117 (meters)     564.69  (feet)  COMP
 JC0543  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 JC0543
 JC0543  VERT ORDER  -  SECOND    CLASS 0
 JC0543
 JC0543.The horizontal coordinates were scaled from a topographic map and have
 JC0543.an estimated accuracy of +/- 6 seconds.
 JC0543
 JC0543.The orthometric height was determined by differential leveling
 JC0543.and adjusted by the National Geodetic Survey in June 1991..
 JC0543
 JC0543.The geoid height was determined by GEOID03.
 JC0543
 JC0543.The dynamic height is computed by dividing the NAVD 88
 JC0543.geopotential number by the normal gravity value computed on the
 JC0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0543.degrees latitude (g = 980.6199 gals.).
 JC0543
 JC0543.The modeled gravity was interpolated from observed gravity values.
 JC0543
 JC0543;                    North         East    Units  Estimated Accuracy
 JC0543;SPC MO E     -   330,260.      223,490.      MT  (+/- 180 meters Scaled)
 JC0543
 JC0543                          SUPERSEDED SURVEY CONTROL
 JC0543
 JC0543  NGVD 29 (??/??/92)  172.249  (m)          565.12   (f) ADJ UNCH    2 0
 JC0543
 JC0543.Superseded values are not recommended for survey control.
 JC0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0543.See file dsdata.txt to determine how the superseded data were derived.
 JC0543
 JC0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC905978(NAD 83)
 JC0543_MARKER: DB = BENCH MARK DISK
 JC0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0543_STAMPING: B 149 1935
 JC0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0543+STABILITY: SURFACE MOTION
 JC0543
 JC0543  HISTORY     - Date     Condition        Report By
 JC0543  HISTORY     - 1935     MONUMENTED       CGS
 JC0543  HISTORY     - 19940526 MARK NOT FOUND   USPSQD
 JC0543
 JC0543                          STATION DESCRIPTION
 JC0543
 JC0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0543'AT GILMORE.
 JC0543'AT GILMORE, ST. CHARLES COUNTY, ON THE WABASH RAILROAD, 90 FEET
 JC0543'EAST OF THE EAST END OF THE STATION, 35 FEET NORTH OF THE
 JC0543'CENTERLINE OF THE MAIN TRACK, AND 5 FEET WEST OF A POLE.  A
 JC0543'STANDARD DISK, STAMPED B 149 1935 AND SET IN THE TOP OF A CONCRETE
 JC0543'POST PROJECTING 6 INCHES ABOVE GROUND.
 JC0543
 JC0543                          STATION RECOVERY (1994)
 JC0543
 JC0543'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0282 ***********************************************************************
 HE0282  DESIGNATION -  B 149
 HE0282  PID         -  HE0282
 HE0282  STATE/COUNTY-  MO/JASPER
 HE0282  USGS QUAD   -  CARL JUNCTION (1978)
 HE0282
 HE0282                         *CURRENT SURVEY CONTROL
 HE0282  ___________________________________________________________________
 HE0282* NAD 83(1986)-  37 09 59.     (N)    094 32 10.     (W)     SCALED    
 HE0282* NAVD 88     -       269.009  (meters)     882.57   (feet)  ADJUSTED  
 HE0282  ___________________________________________________________________
 HE0282  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 HE0282  DYNAMIC HT  -         268.795 (meters)     881.87  (feet)  COMP
 HE0282  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 HE0282
 HE0282  VERT ORDER  -  SECOND    CLASS 0
 HE0282
 HE0282.The horizontal coordinates were scaled from a topographic map and have
 HE0282.an estimated accuracy of +/- 6 seconds.
 HE0282
 HE0282.The orthometric height was determined by differential leveling
 HE0282.and adjusted by the National Geodetic Survey in June 1991..
 HE0282.WARNING-Repeat measurements at this control monument indicate possible
 HE0282.vertical movement.
 HE0282
 HE0282.The geoid height was determined by GEOID03.
 HE0282
 HE0282.The dynamic height is computed by dividing the NAVD 88
 HE0282.geopotential number by the normal gravity value computed on the
 HE0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0282.degrees latitude (g = 980.6199 gals.).
 HE0282
 HE0282.The modeled gravity was interpolated from observed gravity values.
 HE0282
 HE0282;                    North         East    Units  Estimated Accuracy
 HE0282;SPC MO W     -   110,940.      846,790.      MT  (+/- 180 meters Scaled)
 HE0282
 HE0282                          SUPERSEDED SURVEY CONTROL
 HE0282
 HE0282  NGVD 29 (??/??/92)  268.891  (m)          882.19   (f) ADJ UNCH    2 0
 HE0282
 HE0282.Superseded values are not recommended for survey control.
 HE0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0282.See file dsdata.txt to determine how the superseded data were derived.
 HE0282
 HE0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB636144(NAD 83)
 HE0282_MARKER: Z = SEE DESCRIPTION
 HE0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0282_SP_SET: ABUTMENT
 HE0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0282
 HE0282  HISTORY     - Date     Condition        Report By
 HE0282  HISTORY     - UNK      MONUMENTED       KCSRR
 HE0282  HISTORY     - 1934     GOOD             NGS
 HE0282  HISTORY     - 1955     GOOD             NGS
 HE0282
 HE0282                          STATION DESCRIPTION
 HE0282
 HE0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0282'5.7 MI N FROM JOPLIN.
 HE0282'5.7 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 HE0282'THE STATION AT JOPLIN, JASPER COUNTY, AT BRIDGE NO. B 149, AND
 HE0282'ON THE TOP OF THE NORTHEAST CORNER OF THE PAINTED CONCRETE
 HE0282'ABUTMENT.  THE TOP OF THE ABUTMENT.
 HE0282
 HE0282                          STATION RECOVERY (1955)
 HE0282
 HE0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HE0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0346 ***********************************************************************
 KC0346  DESIGNATION -  B 15
 KC0346  PID         -  KC0346
 KC0346  STATE/COUNTY-  MO/MARION
 KC0346  USGS QUAD   -  QUINCY WEST (1996)
 KC0346
 KC0346                         *CURRENT SURVEY CONTROL
 KC0346  ___________________________________________________________________
 KC0346* NAD 83(1986)-  39 56 12.     (N)    091 29 03.     (W)     SCALED    
 KC0346* NAVD 88     -       143.748  (meters)     471.61   (feet)  ADJUSTED  
 KC0346  ___________________________________________________________________
 KC0346  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KC0346  DYNAMIC HT  -         143.673 (meters)     471.37  (feet)  COMP
 KC0346  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 KC0346
 KC0346  VERT ORDER  -  FIRST     CLASS II
 KC0346
 KC0346.The horizontal coordinates were scaled from a topographic map and have
 KC0346.an estimated accuracy of +/- 6 seconds.
 KC0346
 KC0346.The orthometric height was determined by differential leveling
 KC0346.and adjusted by the National Geodetic Survey in June 1991..
 KC0346
 KC0346.The geoid height was determined by GEOID03.
 KC0346
 KC0346.The dynamic height is computed by dividing the NAVD 88
 KC0346.geopotential number by the normal gravity value computed on the
 KC0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0346.degrees latitude (g = 980.6199 gals.).
 KC0346
 KC0346.The modeled gravity was interpolated from observed gravity values.
 KC0346
 KC0346;                    North         East    Units  Estimated Accuracy
 KC0346;SPC MO E     -   455,880.      165,890.      MT  (+/- 180 meters Scaled)
 KC0346
 KC0346                          SUPERSEDED SURVEY CONTROL
 KC0346
 KC0346  NGVD 29 (??/??/92)  143.838  (m)          471.91   (f) ADJ UNCH    1 2
 KC0346
 KC0346.Superseded values are not recommended for survey control.
 KC0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0346.See file dsdata.txt to determine how the superseded data were derived.
 KC0346
 KC0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE295218(NAD 83)
 KC0346_MARKER: DB = BENCH MARK DISK
 KC0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0346_STAMPING: B 15 1933
 KC0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0346+STABILITY: SURFACE MOTION
 KC0346
 KC0346  HISTORY     - Date     Condition        Report By
 KC0346  HISTORY     - 1933     MONUMENTED       CGS
 KC0346  HISTORY     - 1979     MARK NOT FOUND   MOHC
 KC0346
 KC0346                          STATION DESCRIPTION
 KC0346
 KC0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0346'4.4 MI W FROM QUINCY.
 KC0346'IN MARION COUNTY, MISSOURI, 4.4 MILES WEST ALONG THE CHICAGO,
 KC0346'BURLINGTON AND QUINCY RAILROAD FROM QUINCY, ADAMS COUNTY, ILLINOIS,
 KC0346'0.4 MILE WEST OF MILEPOST 4, AT QUINCY AIRPORT, 250 FEET EAST OF
 KC0346'THE CROSSING OF A ROAD LEADING TO THE FIELD, 60 FEET NORTH OF
 KC0346'THE TRACK, AND 6 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 KC0346'B 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
 KC0346
 KC0346                          STATION RECOVERY (1979)
 KC0346
 KC0346'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1979
 KC0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0555 ***********************************************************************
 JC0555  DESIGNATION -  B 150
 JC0555  PID         -  JC0555
 JC0555  STATE/COUNTY-  MO/ST CHARLES
 JC0555  USGS QUAD   -  WENTZVILLE (1982)
 JC0555
 JC0555                         *CURRENT SURVEY CONTROL
 JC0555  ___________________________________________________________________
 JC0555* NAD 83(1986)-  38 49 44.     (N)    090 51 14.     (W)     SCALED    
 JC0555* NAVD 88     -       181.214  (meters)     594.53   (feet)  ADJUSTED  
 JC0555  ___________________________________________________________________
 JC0555  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JC0555  DYNAMIC HT  -         181.102 (meters)     594.17  (feet)  COMP
 JC0555  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 JC0555
 JC0555  VERT ORDER  -  SECOND    CLASS 0
 JC0555
 JC0555.The horizontal coordinates were scaled from a topographic map and have
 JC0555.an estimated accuracy of +/- 6 seconds.
 JC0555
 JC0555.The orthometric height was determined by differential leveling
 JC0555.and adjusted by the National Geodetic Survey in June 1991..
 JC0555
 JC0555.The geoid height was determined by GEOID03.
 JC0555
 JC0555.The dynamic height is computed by dividing the NAVD 88
 JC0555.geopotential number by the normal gravity value computed on the
 JC0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0555.degrees latitude (g = 980.6199 gals.).
 JC0555
 JC0555.The modeled gravity was interpolated from observed gravity values.
 JC0555
 JC0555;                    North         East    Units  Estimated Accuracy
 JC0555;SPC MO E     -   332,500.      219,270.      MT  (+/- 180 meters Scaled)
 JC0555
 JC0555                          SUPERSEDED SURVEY CONTROL
 JC0555
 JC0555  NGVD 29 (??/??/92)  181.239  (m)          594.62   (f) ADJ UNCH    2 0
 JC0555
 JC0555.Superseded values are not recommended for survey control.
 JC0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0555.See file dsdata.txt to determine how the superseded data were derived.
 JC0555
 JC0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC862999(NAD 83)
 JC0555_MARKER: DB = BENCH MARK DISK
 JC0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0555_STAMPING: B 150 1935
 JC0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0555+STABILITY: SURFACE MOTION
 JC0555
 JC0555  HISTORY     - Date     Condition        Report By
 JC0555  HISTORY     - 1935     MONUMENTED       CGS
 JC0555  HISTORY     - 19940526 MARK NOT FOUND   USPSQD
 JC0555
 JC0555                          STATION DESCRIPTION
 JC0555
 JC0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0555'1.8 MI N FROM WENTZVILLE.
 JC0555'1.8 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE WABASH RAILWAY
 JC0555'STATION AT WENTZVILLE, ST. CHARLES COUNTY, AT THE SUMMIT OF A
 JC0555'HILL, 40 FEET SOUTH OF A LANE LEADING WEST, AND 45 FEET WEST OF
 JC0555'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 150
 JC0555'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8
 JC0555'INCHES ABOVE GROUND.
 JC0555
 JC0555                          STATION RECOVERY (1994)
 JC0555
 JC0555'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0083 ***********************************************************************
 LE0083  DESIGNATION -  B 16
 LE0083  PID         -  LE0083
 LE0083  STATE/COUNTY-  MO/KNOX
 LE0083  USGS QUAD   -  HURDLAND (1966)
 LE0083
 LE0083                         *CURRENT SURVEY CONTROL
 LE0083  ___________________________________________________________________
 LE0083* NAD 83(1986)-  40 09 53.     (N)    092 15 39.     (W)     SCALED    
 LE0083* NAVD 88     -       261.688  (meters)     858.55   (feet)  ADJUSTED  
 LE0083  ___________________________________________________________________
 LE0083  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LE0083  DYNAMIC HT  -         261.549 (meters)     858.10  (feet)  COMP
 LE0083  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 LE0083
 LE0083  VERT ORDER  -  FIRST     CLASS II
 LE0083
 LE0083.The horizontal coordinates were scaled from a topographic map and have
 LE0083.an estimated accuracy of +/- 6 seconds.
 LE0083
 LE0083.The orthometric height was determined by differential leveling
 LE0083.and adjusted by the National Geodetic Survey in June 1991..
 LE0083
 LE0083.The geoid height was determined by GEOID03.
 LE0083
 LE0083.The dynamic height is computed by dividing the NAVD 88
 LE0083.geopotential number by the normal gravity value computed on the
 LE0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0083.degrees latitude (g = 980.6199 gals.).
 LE0083
 LE0083.The modeled gravity was interpolated from observed gravity values.
 LE0083
 LE0083;                    North         East    Units  Estimated Accuracy
 LE0083;SPC MO C     -   480,770.      520,370.      MT  (+/- 180 meters Scaled)
 LE0083
 LE0083                          SUPERSEDED SURVEY CONTROL
 LE0083
 LE0083  NGVD 29 (??/??/92)  261.714  (m)          858.64   (f) ADJ UNCH    1 2
 LE0083
 LE0083.Superseded values are not recommended for survey control.
 LE0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0083.See file dsdata.txt to determine how the superseded data were derived.
 LE0083
 LE0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE629463(NAD 83)
 LE0083_MARKER: DB = BENCH MARK DISK
 LE0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0083_STAMPING: B 16 1933
 LE0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0083+STABILITY: SURFACE MOTION
 LE0083
 LE0083  HISTORY     - Date     Condition        Report By
 LE0083  HISTORY     - 1933     MONUMENTED       CGS
 LE0083  HISTORY     - 1967     POOR             NGS
 LE0083
 LE0083                          STATION DESCRIPTION
 LE0083
 LE0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LE0083'2.4 MI NE FROM HURDLAND.
 LE0083'2.4 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0083'RAILROAD FROM HURDLAND, KNOX COUNTY, 4.3 MILES WEST OF EDINA,
 LE0083'6-1/2 RAILS WEST OF MILEPOST 51, AT A ROAD CROSSING, 20 FEET WEST
 LE0083'OF THE ROAD, AND 15 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 LE0083'STAMPED B 16 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LE0083
 LE0083                          STATION RECOVERY (1967)
 LE0083
 LE0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0083'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0810 ***********************************************************************
 HD0810  DESIGNATION -  B 169
 HD0810  PID         -  HD0810
 HD0810  STATE/COUNTY-  MO/CEDAR
 HD0810  USGS QUAD   -  FILLEY (1991)
 HD0810
 HD0810                         *CURRENT SURVEY CONTROL
 HD0810  ___________________________________________________________________
 HD0810* NAD 83(1986)-  37 46 01.     (N)    093 58 02.     (W)     SCALED    
 HD0810* NAVD 88     -       276.965  (meters)     908.68   (feet)  ADJUSTED  
 HD0810  ___________________________________________________________________
 HD0810  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HD0810  DYNAMIC HT  -         276.758 (meters)     908.00  (feet)  COMP
 HD0810  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 HD0810
 HD0810  VERT ORDER  -  SECOND    CLASS 0
 HD0810
 HD0810.The horizontal coordinates were scaled from a topographic map and have
 HD0810.an estimated accuracy of +/- 6 seconds.
 HD0810
 HD0810.The orthometric height was determined by differential leveling
 HD0810.and adjusted by the National Geodetic Survey in June 1991..
 HD0810.WARNING-Repeat measurements at this control monument indicate possible
 HD0810.vertical movement.
 HD0810
 HD0810.The geoid height was determined by GEOID03.
 HD0810
 HD0810.The dynamic height is computed by dividing the NAVD 88
 HD0810.geopotential number by the normal gravity value computed on the
 HD0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0810.degrees latitude (g = 980.6199 gals.).
 HD0810
 HD0810.The modeled gravity was interpolated from observed gravity values.
 HD0810
 HD0810;                    North         East    Units  Estimated Accuracy
 HD0810;SPC MO W     -   177,720.      896,940.      MT  (+/- 180 meters Scaled)
 HD0810
 HD0810                          SUPERSEDED SURVEY CONTROL
 HD0810
 HD0810  NGVD 29 (??/??/92)  276.870  (m)          908.36   (f) ADJ UNCH    2 0
 HD0810
 HD0810.Superseded values are not recommended for survey control.
 HD0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0810.See file dsdata.txt to determine how the superseded data were derived.
 HD0810
 HD0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB148803(NAD 83)
 HD0810_MARKER: DB = BENCH MARK DISK
 HD0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0810_SP_SET: CULVERT
 HD0810_STAMPING: B 169 1940
 HD0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0810
 HD0810  HISTORY     - Date     Condition        Report By
 HD0810  HISTORY     - 1940     MONUMENTED       CGS
 HD0810  HISTORY     - 1963     GOOD             NGS
 HD0810
 HD0810                          STATION DESCRIPTION
 HD0810
 HD0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0810'1.4 MI NW FROM FILLEY.
 HD0810'1.45 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE CHRISTIAN
 HD0810'CHURCH AT FILLEY, 12 1/2 FEET NORTH OF THE CENTER LINE OF THE
 HD0810'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE
 HD0810'HEADWALL OF A 4 BY 4 FOOT CONCRETE CULVERT, AND ABOUT LEVEL WITH
 HD0810'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0154 ***********************************************************************
 LE0154  DESIGNATION -  B 17
 LE0154  PID         -  LE0154
 LE0154  STATE/COUNTY-  MO/SULLIVAN
 LE0154  USGS QUAD   -  MYSTIC (1963)
 LE0154
 LE0154                         *CURRENT SURVEY CONTROL
 LE0154  ___________________________________________________________________
 LE0154* NAD 83(1986)-  40 14 38.     (N)    092 58 19.     (W)     SCALED    
 LE0154* NAVD 88     -       289.393  (meters)     949.45   (feet)  ADJUSTED  
 LE0154  ___________________________________________________________________
 LE0154  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LE0154  DYNAMIC HT  -         289.242 (meters)     948.95  (feet)  COMP
 LE0154  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 LE0154
 LE0154  VERT ORDER  -  FIRST     CLASS II
 LE0154
 LE0154.The horizontal coordinates were scaled from a topographic map and have
 LE0154.an estimated accuracy of +/- 6 seconds.
 LE0154
 LE0154.The orthometric height was determined by differential leveling
 LE0154.and adjusted by the National Geodetic Survey in June 1991..
 LE0154
 LE0154.The geoid height was determined by GEOID03.
 LE0154
 LE0154.The dynamic height is computed by dividing the NAVD 88
 LE0154.geopotential number by the normal gravity value computed on the
 LE0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0154.degrees latitude (g = 980.6199 gals.).
 LE0154
 LE0154.The modeled gravity was interpolated from observed gravity values.
 LE0154
 LE0154;                    North         East    Units  Estimated Accuracy
 LE0154;SPC MO C     -   489,630.      459,850.      MT  (+/- 180 meters Scaled)
 LE0154
 LE0154                          SUPERSEDED SURVEY CONTROL
 LE0154
 LE0154  NGVD 29 (??/??/92)  289.381  (m)          949.41   (f) ADJ UNCH    1 2
 LE0154
 LE0154.Superseded values are not recommended for survey control.
 LE0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0154.See file dsdata.txt to determine how the superseded data were derived.
 LE0154
 LE0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE023548(NAD 83)
 LE0154_MARKER: DB = BENCH MARK DISK
 LE0154_SETTING: 0 = UNSPECIFIED SETTING
 LE0154_STAMPING: B 17 1933
 LE0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0154
 LE0154  HISTORY     - Date     Condition        Report By
 LE0154  HISTORY     - 1933     MONUMENTED       CGS
 LE0154  HISTORY     - 1967     GOOD             NGS
 LE0154
 LE0154                          STATION DESCRIPTION
 LE0154
 LE0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0154'2 MI SW FROM GREEN CITY.
 LE0154'THIS MARK RECOVERED NEAR THE CENTER OF THE SW 1/4 SECTION 24,
 LE0154'T 63 N, R. 19 W., ABOUT 75 YARDS SOUTHWEST OF A ROAD INTERSECTION,
 LE0154'66 FEET WEST OF A POWERLINE POLE, 40 FEET WEST OF A ROAD AND
 LE0154'1.5 FEET SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS 4
 LE0154'INCHES.  THE RAILROAD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0869 ***********************************************************************
 JE0869  DESIGNATION -  B 170
 JE0869  PID         -  JE0869
 JE0869  STATE/COUNTY-  MO/CASS
 JE0869  USGS QUAD   -  BELTON (1991)
 JE0869
 JE0869                         *CURRENT SURVEY CONTROL
 JE0869  ___________________________________________________________________
 JE0869* NAD 83(1986)-  38 48 50.     (N)    094 31 11.     (W)     SCALED    
 JE0869* NAVD 88     -       322.686  (meters)    1058.68   (feet)  ADJUSTED  
 JE0869  ___________________________________________________________________
 JE0869  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0869  DYNAMIC HT  -         322.468 (meters)    1057.96  (feet)  COMP
 JE0869  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 JE0869
 JE0869  VERT ORDER  -  FIRST     CLASS II
 JE0869
 JE0869.The horizontal coordinates were scaled from a topographic map and have
 JE0869.an estimated accuracy of +/- 6 seconds.
 JE0869
 JE0869.The orthometric height was determined by differential leveling
 JE0869.and adjusted by the National Geodetic Survey in June 1991..
 JE0869
 JE0869.The geoid height was determined by GEOID03.
 JE0869
 JE0869.The dynamic height is computed by dividing the NAVD 88
 JE0869.geopotential number by the normal gravity value computed on the
 JE0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0869.degrees latitude (g = 980.6199 gals.).
 JE0869
 JE0869.The modeled gravity was interpolated from observed gravity values.
 JE0869
 JE0869;                    North         East    Units  Estimated Accuracy
 JE0869;SPC MO W     -   293,790.      848,290.      MT  (+/- 180 meters Scaled)
 JE0869
 JE0869                          SUPERSEDED SURVEY CONTROL
 JE0869
 JE0869  NGVD 29 (??/??/92)  322.567  (m)         1058.29   (f) ADJ UNCH    1 2
 JE0869
 JE0869.Superseded values are not recommended for survey control.
 JE0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0869.See file dsdata.txt to determine how the superseded data were derived.
 JE0869
 JE0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC680972(NAD 83)
 JE0869_MARKER: DB = BENCH MARK DISK
 JE0869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0869_SP_SET: CULVERT
 JE0869_STAMPING: B 170 1940
 JE0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0869
 JE0869  HISTORY     - Date     Condition        Report By
 JE0869  HISTORY     - 1940     MONUMENTED       CGS
 JE0869  HISTORY     - 1947     GOOD             NGS
 JE0869  HISTORY     - 1982     GOOD             USGS
 JE0869  HISTORY     - 19980309 MARK NOT FOUND   MODNR
 JE0869
 JE0869                          STATION DESCRIPTION
 JE0869
 JE0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JE0869'0.8 MI W FROM BELTON.
 JE0869'0.8 MILE EAST ALONG U.S. HIGHWAY 71 FROM THE POST OFFICE AT
 JE0869'BELTON, CASS COUNTY, AT A 6- BY 6-FOOT CONCRETE BOX CULVERT,
 JE0869'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL, AND 19 FEET
 JE0869'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JE0869'B 170 1940.
 JE0869
 JE0869                          STATION RECOVERY (1982)
 JE0869
 JE0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JE0869'RECOVERED IN GOOD CONDITION.
 JE0869
 JE0869                          STATION RECOVERY (1998)
 JE0869
 JE0869'RECOVERY NOTE BY MO DEPT OF NAT RES 1998 (BDC)
 JE0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0352 ***********************************************************************
 GE0352  DESIGNATION -  B 171
 GE0352  PID         -  GE0352
 GE0352  STATE/COUNTY-  MO/RIPLEY
 GE0352  USGS QUAD   -  OXLY (1979)
 GE0352
 GE0352                         *CURRENT SURVEY CONTROL
 GE0352  ___________________________________________________________________
 GE0352* NAD 83(1986)-  36 35 32.     (N)    090 41 09.     (W)     SCALED    
 GE0352* NAVD 88     -        94.860  (meters)     311.22   (feet)  ADJUSTED  
 GE0352  ___________________________________________________________________
 GE0352  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GE0352  DYNAMIC HT  -          94.783 (meters)     310.97  (feet)  COMP
 GE0352  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 GE0352
 GE0352  VERT ORDER  -  FIRST     CLASS II
 GE0352
 GE0352.The horizontal coordinates were scaled from a topographic map and have
 GE0352.an estimated accuracy of +/- 6 seconds.
 GE0352
 GE0352.The orthometric height was determined by differential leveling
 GE0352.and adjusted by the National Geodetic Survey in June 1991..
 GE0352
 GE0352.The geoid height was determined by GEOID03.
 GE0352
 GE0352.The dynamic height is computed by dividing the NAVD 88
 GE0352.geopotential number by the normal gravity value computed on the
 GE0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0352.degrees latitude (g = 980.6199 gals.).
 GE0352
 GE0352.The modeled gravity was interpolated from observed gravity values.
 GE0352
 GE0352;                    North         East    Units  Estimated Accuracy
 GE0352;SPC MO E     -    84,220.      233,370.      MT  (+/- 180 meters Scaled)
 GE0352
 GE0352                          SUPERSEDED SURVEY CONTROL
 GE0352
 GE0352  NGVD 29 (??/??/92)   94.844  (m)          311.17   (f) ADJ UNCH    1 2
 GE0352
 GE0352.Superseded values are not recommended for survey control.
 GE0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0352.See file dsdata.txt to determine how the superseded data were derived.
 GE0352
 GE0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA070521(NAD 83)
 GE0352_MARKER: DB = BENCH MARK DISK
 GE0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0352_STAMPING: B 171 1956
 GE0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0352+STABILITY: SURFACE MOTION
 GE0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0352+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 GE0352
 GE0352  HISTORY     - Date     Condition        Report By
 GE0352  HISTORY     - 1956     MONUMENTED       CGS
 GE0352  HISTORY     - 20031216 GOOD             USACE
 GE0352
 GE0352                          STATION DESCRIPTION
 GE0352
 GE0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0352'0.2 MI E FROM OXLY.
 GE0352'ABOUT 0.2 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0352'POST OFFICE AT OXLY, ABOUT 2 1/2 TELEPHONE POLES WEST OF MILE
 GE0352'POLE 191, AT A ROAD CROSSING, 46 FEET NORTH OF NORTH RAIL, 69
 GE0352'FEET NORTH-NORTHWEST OF CENTER OF ROAD CROSSING, 27 FEET WEST
 GE0352'OF CENTER LINE OF ROAD, 5 FEET WEST OF A FENCE CORNER, 1 1/2
 GE0352'FEET SOUTH OF A FENCE LINE, 2 1/2 FEET WEST OF A WHITE WOODEN
 GE0352'WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE
 GE0352'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GE0352
 GE0352                          STATION RECOVERY (2003)
 GE0352
 GE0352'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 GE0352'MARK IS LOCATED AT NORTH EDGE OF SMALL SLOUGH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0479 ***********************************************************************
 JC0479  DESIGNATION -  B 173
 JC0479  PID         -  JC0479
 JC0479  STATE/COUNTY-  MO/FRANKLIN
 JC0479  USGS QUAD   -  MOSELLE (1980)
 JC0479
 JC0479                         *CURRENT SURVEY CONTROL
 JC0479  ___________________________________________________________________
 JC0479* NAD 83(1986)-  38 28 51.     (N)    090 52 45.     (W)     SCALED    
 JC0479* NAVD 88     -       206.470  (meters)     677.39   (feet)  ADJUSTED  
 JC0479  ___________________________________________________________________
 JC0479  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JC0479  DYNAMIC HT  -         206.335 (meters)     676.95  (feet)  COMP
 JC0479  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 JC0479
 JC0479  VERT ORDER  -  SECOND    CLASS 0
 JC0479
 JC0479.The horizontal coordinates were scaled from a topographic map and have
 JC0479.an estimated accuracy of +/- 6 seconds.
 JC0479
 JC0479.The orthometric height was determined by differential leveling
 JC0479.and adjusted by the National Geodetic Survey in June 1991..
 JC0479
 JC0479.The geoid height was determined by GEOID03.
 JC0479
 JC0479.The dynamic height is computed by dividing the NAVD 88
 JC0479.geopotential number by the normal gravity value computed on the
 JC0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0479.degrees latitude (g = 980.6199 gals.).
 JC0479
 JC0479.The modeled gravity was interpolated from observed gravity values.
 JC0479
 JC0479;                    North         East    Units  Estimated Accuracy
 JC0479;SPC MO E     -   293,870.      216,920.      MT  (+/- 180 meters Scaled)
 JC0479
 JC0479                          SUPERSEDED SURVEY CONTROL
 JC0479
 JC0479  NGVD 29 (??/??/92)  206.528  (m)          677.58   (f) ADJ UNCH    2 0
 JC0479
 JC0479.Superseded values are not recommended for survey control.
 JC0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0479.See file dsdata.txt to determine how the superseded data were derived.
 JC0479
 JC0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC849612(NAD 83)
 JC0479_MARKER: DB = BENCH MARK DISK
 JC0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0479_SP_SET: PIER
 JC0479_STAMPING: B 173 1940
 JC0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0479
 JC0479  HISTORY     - Date     Condition        Report By
 JC0479  HISTORY     - 1940     MONUMENTED       CGS
 JC0479
 JC0479                          STATION DESCRIPTION
 JC0479
 JC0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JC0479'0.8 MI NE FROM VILLA RIDGE.
 JC0479'0.8 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0479'RAILROAD FROM THE STATION AT VILLA RIDGE, FRANKLIN COUNTY, AT
 JC0479'HIGHWAY OVERPASS H 353, IN THE FACE OF THE SOUTHWEST CONCRETE PIER,
 JC0479'AND 14.2 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 JC0479'B 173 1940 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0143 ***********************************************************************
 HC0143  DESIGNATION -  B 174
 HC0143  PID         -  HC0143
 HC0143  STATE/COUNTY-  MO/WAYNE
 HC0143  USGS QUAD   -  GREENVILLE SW (1966)
 HC0143
 HC0143                         *CURRENT SURVEY CONTROL
 HC0143  ___________________________________________________________________
 HC0143* NAD 83(1986)-  37 01 06.     (N)    090 27 40.     (W)     SCALED    
 HC0143* NAVD 88     -       138.487  (meters)     454.35   (feet)  ADJUSTED  
 HC0143  ___________________________________________________________________
 HC0143  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 HC0143  DYNAMIC HT  -         138.377 (meters)     453.99  (feet)  COMP
 HC0143  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 HC0143
 HC0143  VERT ORDER  -  SECOND    CLASS 0
 HC0143
 HC0143.The horizontal coordinates were scaled from a topographic map and have
 HC0143.an estimated accuracy of +/- 6 seconds.
 HC0143
 HC0143.The orthometric height was determined by differential leveling
 HC0143.and adjusted by the National Geodetic Survey in June 1991..
 HC0143
 HC0143.The geoid height was determined by GEOID03.
 HC0143
 HC0143.The dynamic height is computed by dividing the NAVD 88
 HC0143.geopotential number by the normal gravity value computed on the
 HC0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0143.degrees latitude (g = 980.6199 gals.).
 HC0143
 HC0143.The modeled gravity was interpolated from observed gravity values.
 HC0143
 HC0143;                    North         East    Units  Estimated Accuracy
 HC0143;SPC MO E     -   131,490.      253,460.      MT  (+/- 180 meters Scaled)
 HC0143
 HC0143                          SUPERSEDED SURVEY CONTROL
 HC0143
 HC0143  NGVD 29 (??/??/92)  138.529  (m)          454.49   (f) ADJ UNCH    2 0
 HC0143
 HC0143.Superseded values are not recommended for survey control.
 HC0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0143.See file dsdata.txt to determine how the superseded data were derived.
 HC0143
 HC0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA258999(NAD 83)
 HC0143_MARKER: DB = BENCH MARK DISK
 HC0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0143_STAMPING: B 174 1945
 HC0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0143+STABILITY: SURFACE MOTION
 HC0143
 HC0143  HISTORY     - Date     Condition        Report By
 HC0143  HISTORY     - 1945     MONUMENTED       CGS
 HC0143  HISTORY     - 1965     MARK NOT FOUND   NGS
 HC0143
 HC0143                          STATION DESCRIPTION
 HC0143
 HC0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HC0143'2.1 MI N FROM TASKEE STATION.
 HC0143'2.1 MILES NORTH ALONG OLD U.S. HIGHWAY 67 FROM THE VILLAGE OF
 HC0143'TASKEE STATION, WAYNE COUNTY, 50 FEET SOUTHEAST OF A WOODEN
 HC0143'BRIDGE, 18 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY,
 HC0143'AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 HC0143'DISK, STAMPED B 174 1945 AND SET IN THE TOP OF A CONCRETE POST
 HC0143'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- BELIEVED BURIED BY
 HC0143'A PRIVATE ACCESS RD., ENTERING THE OLD HWY., AT THIS SITE.
 HC0143'WOODEN BRIDGE MENTIONED IN THE DESCRIPTION IS STILL INTACT.
 HC0143
 HC0143                          STATION RECOVERY (1965)
 HC0143
 HC0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HC0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0442 ***********************************************************************
 JE0442  DESIGNATION -  B 175
 JE0442  PID         -  JE0442
 JE0442  STATE/COUNTY-  MO/BATES
 JE0442  USGS QUAD   -  PAPINVILLE (1991)
 JE0442
 JE0442                         *CURRENT SURVEY CONTROL
 JE0442  ___________________________________________________________________
 JE0442* NAD 83(1986)-  38 04 51.     (N)    094 13 21.     (W)     SCALED    
 JE0442* NAVD 88     -       234.668  (meters)     769.91   (feet)  ADJUSTED  
 JE0442  ___________________________________________________________________
 JE0442  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE0442  DYNAMIC HT  -         234.496 (meters)     769.34  (feet)  COMP
 JE0442  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 JE0442
 JE0442  VERT ORDER  -  SECOND    CLASS 0
 JE0442
 JE0442.The horizontal coordinates were scaled from a topographic map and have
 JE0442.an estimated accuracy of +/- 6 seconds.
 JE0442
 JE0442.The orthometric height was determined by differential leveling
 JE0442.and adjusted by the National Geodetic Survey in June 1991..
 JE0442
 JE0442.The geoid height was determined by GEOID03.
 JE0442
 JE0442.The dynamic height is computed by dividing the NAVD 88
 JE0442.geopotential number by the normal gravity value computed on the
 JE0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0442.degrees latitude (g = 980.6199 gals.).
 JE0442
 JE0442.The modeled gravity was interpolated from observed gravity values.
 JE0442
 JE0442;                    North         East    Units  Estimated Accuracy
 JE0442;SPC MO W     -   212,460.      874,350.      MT  (+/- 180 meters Scaled)
 JE0442
 JE0442                          SUPERSEDED SURVEY CONTROL
 JE0442
 JE0442  NGVD 29 (??/??/92)  234.63   (m)          769.8    (f) COMPUTED    2 0
 JE0442
 JE0442.Superseded values are not recommended for survey control.
 JE0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0442.See file dsdata.txt to determine how the superseded data were derived.
 JE0442
 JE0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC927154(NAD 83)
 JE0442_MARKER: DB = BENCH MARK DISK
 JE0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0442_STAMPING: B 175 1945
 JE0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0442+STABILITY: SURFACE MOTION
 JE0442
 JE0442  HISTORY     - Date     Condition        Report By
 JE0442  HISTORY     - 1945     MONUMENTED       CGS
 JE0442  HISTORY     - 1963     MARK NOT FOUND   NGS
 JE0442
 JE0442                          STATION DESCRIPTION
 JE0442
 JE0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0442'2.7 MI W FROM PRAIRIE CITY.
 JE0442'2.7 MILES WEST ALONG A GRADED DIRT ROAD FROM THE PUBLIC SCHOOL
 JE0442'AT PRAIRIE CITY, 1.1 MILES NORTH OF PAPINSVILLE, 0.1 MILE SOUTH
 JE0442'OF A FARMHOUSE ON THE EAST SIDE OF THE ROAD, 0.1 MILE NORTH OF
 JE0442'A T-ROAD INTERSECTION (THE ROAD LEADS EAST INTO PRAIRIE CITY),
 JE0442'21 FEET EAST OF THE CENTERLINE OF THE ROAD, IN LINE WITH A FENCE,
 JE0442'AND 2.3 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JE0442'DISK, STAMPED B 175 1945 AND SET IN THE TOP OF A CONCRETE POST
 JE0442'PROJECTING 4 INCHES ABOVE GROUND.
 JE0442
 JE0442                          STATION RECOVERY (1963)
 JE0442
 JE0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0466 ***********************************************************************
 JE0466  DESIGNATION -  B 176
 JE0466  PID         -  JE0466
 JE0466  STATE/COUNTY-  MO/ST CLAIR
 JE0466  USGS QUAD   -  ROCKVILLE (1991)
 JE0466
 JE0466                         *CURRENT SURVEY CONTROL
 JE0466  ___________________________________________________________________
 JE0466* NAD 83(1986)-  38 00 00.     (N)    094 00 20.     (W)     SCALED    
 JE0466* NAVD 88     -       234.194  (meters)     768.35   (feet)  ADJUSTED  
 JE0466  ___________________________________________________________________
 JE0466  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE0466  DYNAMIC HT  -         234.021 (meters)     767.78  (feet)  COMP
 JE0466  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 JE0466
 JE0466  VERT ORDER  -  SECOND    CLASS 0
 JE0466
 JE0466.The horizontal coordinates were scaled from a topographic map and have
 JE0466.an estimated accuracy of +/- 6 seconds.
 JE0466
 JE0466.The orthometric height was determined by differential leveling
 JE0466.and adjusted by the National Geodetic Survey in June 1991..
 JE0466
 JE0466.The geoid height was determined by GEOID03.
 JE0466
 JE0466.The dynamic height is computed by dividing the NAVD 88
 JE0466.geopotential number by the normal gravity value computed on the
 JE0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0466.degrees latitude (g = 980.6199 gals.).
 JE0466
 JE0466.The modeled gravity was interpolated from observed gravity values.
 JE0466
 JE0466;                    North         East    Units  Estimated Accuracy
 JE0466;SPC MO W     -   203,570.      893,430.      MT  (+/- 180 meters Scaled)
 JE0466
 JE0466                          SUPERSEDED SURVEY CONTROL
 JE0466
 JE0466  NGVD 29 (??/??/92)  234.093  (m)          768.02   (f) ADJ UNCH    2 0
 JE0466
 JE0466.Superseded values are not recommended for survey control.
 JE0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0466.See file dsdata.txt to determine how the superseded data were derived.
 JE0466
 JE0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC117062(NAD 83)
 JE0466_MARKER: DB = BENCH MARK DISK
 JE0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0466_SP_SET: CULVERT
 JE0466_STAMPING: B 176 1945
 JE0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0466
 JE0466  HISTORY     - Date     Condition        Report By
 JE0466  HISTORY     - 1945     MONUMENTED       CGS
 JE0466  HISTORY     - 1962     GOOD             NGS
 JE0466
 JE0466                          STATION DESCRIPTION
 JE0466
 JE0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JE0466'0.8 MI SW FROM TABERVILLE.
 JE0466'ABOUT 0.35 MILE SOUTH ALONG COUNTY ROAD H FROM THE NORTH END
 JE0466'OF THE HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE,
 JE0466'THENCE 0.5 MILE WEST ALONG A DIRT ROAD, IN SECTION 4, T 37 N,
 JE0466'R 28 W, 8 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET
 JE0466'IN THE TOP AND 2 FEET EAST OF THE WEST END OF THE SOUTH CONCRETE
 JE0466'HEADWALL OF A 3-FOOT CONCRETE CULVERT, 87 YARDS WEST OF A
 JE0466'FARMHOUSE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0892 ***********************************************************************
 HD0892  DESIGNATION -  B 177
 HD0892  PID         -  HD0892
 HD0892  STATE/COUNTY-  MO/ST CLAIR
 HD0892  USGS QUAD   -  TIFFIN (1991)
 HD0892
 HD0892                         *CURRENT SURVEY CONTROL
 HD0892  ___________________________________________________________________
 HD0892* NAD 83(1986)-  37 58 51.     (N)    093 57 59.     (W)     SCALED    
 HD0892* NAVD 88     -       232.879  (meters)     764.04   (feet)  ADJUSTED  
 HD0892  ___________________________________________________________________
 HD0892  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HD0892  DYNAMIC HT  -         232.707 (meters)     763.47  (feet)  COMP
 HD0892  MODELED GRAV-     979,886.7   (mgal)                       NAVD 88
 HD0892
 HD0892  VERT ORDER  -  SECOND    CLASS 0
 HD0892
 HD0892.The horizontal coordinates were scaled from a topographic map and have
 HD0892.an estimated accuracy of +/- 6 seconds.
 HD0892
 HD0892.The orthometric height was determined by differential leveling
 HD0892.and adjusted by the National Geodetic Survey in June 1991..
 HD0892
 HD0892.The geoid height was determined by GEOID03.
 HD0892
 HD0892.The dynamic height is computed by dividing the NAVD 88
 HD0892.geopotential number by the normal gravity value computed on the
 HD0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0892.degrees latitude (g = 980.6199 gals.).
 HD0892
 HD0892.The modeled gravity was interpolated from observed gravity values.
 HD0892
 HD0892;                    North         East    Units  Estimated Accuracy
 HD0892;SPC MO W     -   201,460.      896,880.      MT  (+/- 180 meters Scaled)
 HD0892
 HD0892                          SUPERSEDED SURVEY CONTROL
 HD0892
 HD0892  NGVD 29 (??/??/92)  232.773  (m)          763.69   (f) ADJ UNCH    2 0
 HD0892
 HD0892.Superseded values are not recommended for survey control.
 HD0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0892.See file dsdata.txt to determine how the superseded data were derived.
 HD0892
 HD0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC151041(NAD 83)
 HD0892_MARKER: DB = BENCH MARK DISK
 HD0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0892_STAMPING: B 177 1945
 HD0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0892+STABILITY: SURFACE MOTION
 HD0892
 HD0892  HISTORY     - Date     Condition        Report By
 HD0892  HISTORY     - 1945     MONUMENTED       CGS
 HD0892  HISTORY     - 1962     GOOD             NGS
 HD0892
 HD0892                          STATION DESCRIPTION
 HD0892
 HD0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0892'3.3 MI SE FROM TABERVILLE.
 HD0892'1.2 MILES SOUTH ALONG COUNTY ROAD H FROM THE NORTH END OF THE
 HD0892'HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE, THENCE 1.35
 HD0892'MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG
 HD0892'A DIRT ROAD, THENCE 0.5 MILE EAST ALONG A DIRT ROAD, OR ABOUT
 HD0892'1.0 MILE NORTHWEST ALONG COUNTY ROAD O FROM THE JUNCTION
 HD0892'OF STATE HIGHWAY 82 AND COUNTY ROAD O AT TIFFIN, THENCE 0.5
 HD0892'MILE NORTH ALONG A DIRT ROAD, THENCE 1.5 MILES WEST ALONG
 HD0892'A DIRT ROAD, IN SECTION 13, T 37 N, R 28 W, 17 1/2 FEET
 HD0892'SOUTH OF THE CENTER LINE OF THE ROAD, 47 FEET NORTH OF A
 HD0892'FARMHOUSE, 27 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD
 HD0892'LEADING TO THE FARMHOUSE, 27 FEET WEST OF THE CENTER LINE OF A
 HD0892'PRIVATE ROAD LEADING TO THE FARMHOUSE, 8 FEET NORTHWEST OF A
 HD0892'FENCE CORNER, 2 FEET NORTH OF A FENCE, 1.0 FEET WEST OF METAL
 HD0892'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 HD0892'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0622 ***********************************************************************
 HD0622  DESIGNATION -  B 178
 HD0622  PID         -  HD0622
 HD0622  STATE/COUNTY-  MO/POLK
 HD0622  USGS QUAD   -  CLIQUOT (1981)
 HD0622
 HD0622                         *CURRENT SURVEY CONTROL
 HD0622  ___________________________________________________________________
 HD0622* NAD 83(1986)-  37 38 01.     (N)    093 23 35.     (W)     SCALED    
 HD0622* NAVD 88     -       308.370  (meters)    1011.71   (feet)  ADJUSTED  
 HD0622  ___________________________________________________________________
 HD0622  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 HD0622  DYNAMIC HT  -         308.137 (meters)    1010.95  (feet)  COMP
 HD0622  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 HD0622
 HD0622  VERT ORDER  -  SECOND    CLASS 0
 HD0622
 HD0622.The horizontal coordinates were scaled from a topographic map and have
 HD0622.an estimated accuracy of +/- 6 seconds.
 HD0622
 HD0622.The orthometric height was determined by differential leveling
 HD0622.and adjusted by the National Geodetic Survey in June 1991..
 HD0622
 HD0622.The geoid height was determined by GEOID03.
 HD0622
 HD0622.The dynamic height is computed by dividing the NAVD 88
 HD0622.geopotential number by the normal gravity value computed on the
 HD0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0622.degrees latitude (g = 980.6199 gals.).
 HD0622
 HD0622.The modeled gravity was interpolated from observed gravity values.
 HD0622
 HD0622;                    North         East    Units  Estimated Accuracy
 HD0622;SPC MO C     -   200,140.      421,180.      MT  (+/- 180 meters Scaled)
 HD0622
 HD0622                          SUPERSEDED SURVEY CONTROL
 HD0622
 HD0622  NGVD 29 (??/??/92)  308.258  (m)         1011.34   (f) ADJ UNCH    2 0
 HD0622
 HD0622.Superseded values are not recommended for survey control.
 HD0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0622.See file dsdata.txt to determine how the superseded data were derived.
 HD0622
 HD0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB653652(NAD 83)
 HD0622_MARKER: DB = BENCH MARK DISK
 HD0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0622_STAMPING: B 178 1945
 HD0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0622+STABILITY: SURFACE MOTION
 HD0622
 HD0622  HISTORY     - Date     Condition        Report By
 HD0622  HISTORY     - 1945     MONUMENTED       CGS
 HD0622  HISTORY     - 1970     POOR             USGS
 HD0622
 HD0622                          STATION DESCRIPTION
 HD0622
 HD0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0622'2.1 MI NE FROM BOLIVAR.
 HD0622'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK
 HD0622'COUNTY, ALONG STATE HIGHWAY NO. 64, THENCE 1.4 MILES NORTH ALONG
 HD0622'COUNTY HIGHWAY D, TO SITE OF MARK AT THE INTERSECTION OF THE
 HD0622'HIGHWAY AND AN EAST AND WEST GRAVELED ROAD, 30.0 FEET EAST AND
 HD0622'0.5 FOOT LOWER THAN THE CENTERLINE OF THE HIGHWAY, 102.0 FEET
 HD0622'NORTH OF THE CENTERLINE OF THE EAST AND WEST ROAD, 107.0 FEET
 HD0622'NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 36.8 FEET SOUTH
 HD0622'OF A R.E.A. TRANSFORMER POLE, 1.0 FOOT WEST OF A FENCE AND 1.0
 HD0622'FOOT SOUTH OF A 4-BY-4 INCH MARKER POST.  A BRONZE DISK, STAMPED
 HD0622'B 178 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 HD0622'INCHES ABOVE GROUND.
 HD0622
 HD0622                          STATION RECOVERY (1970)
 HD0622
 HD0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HD0622'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0590 ***********************************************************************
 HD0590  DESIGNATION -  B 179
 HD0590  PID         -  HD0590
 HD0590  STATE/COUNTY-  MO/HICKORY
 HD0590  USGS QUAD   -  ELKTON (1991)
 HD0590
 HD0590                         *CURRENT SURVEY CONTROL
 HD0590  ___________________________________________________________________
 HD0590* NAD 83(1986)-  37 52 08.     (N)    093 22 38.     (W)     SCALED    
 HD0590* NAVD 88     -       265.219  (meters)     870.14   (feet)  ADJUSTED  
 HD0590  ___________________________________________________________________
 HD0590  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HD0590  DYNAMIC HT  -         265.022 (meters)     869.49  (feet)  COMP
 HD0590  MODELED GRAV-     979,879.0   (mgal)                       NAVD 88
 HD0590
 HD0590  VERT ORDER  -  SECOND    CLASS 0
 HD0590
 HD0590.The horizontal coordinates were scaled from a topographic map and have
 HD0590.an estimated accuracy of +/- 6 seconds.
 HD0590
 HD0590.The orthometric height was determined by differential leveling
 HD0590.and adjusted by the National Geodetic Survey in June 1991..
 HD0590
 HD0590.The geoid height was determined by GEOID03.
 HD0590
 HD0590.The dynamic height is computed by dividing the NAVD 88
 HD0590.geopotential number by the normal gravity value computed on the
 HD0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0590.degrees latitude (g = 980.6199 gals.).
 HD0590
 HD0590.The modeled gravity was interpolated from observed gravity values.
 HD0590
 HD0590;                    North         East    Units  Estimated Accuracy
 HD0590;SPC MO C     -   226,240.      422,820.      MT  (+/- 180 meters Scaled)
 HD0590
 HD0590                          SUPERSEDED SURVEY CONTROL
 HD0590
 HD0590  NGVD 29 (??/??/92)  265.107  (m)          869.77   (f) ADJ UNCH    2 0
 HD0590
 HD0590.Superseded values are not recommended for survey control.
 HD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0590.See file dsdata.txt to determine how the superseded data were derived.
 HD0590
 HD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB668913(NAD 83)
 HD0590_MARKER: DB = BENCH MARK DISK
 HD0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0590_STAMPING: B 179 1945
 HD0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0590+STABILITY: SURFACE MOTION
 HD0590
 HD0590  HISTORY     - Date     Condition        Report By
 HD0590  HISTORY     - 1945     MONUMENTED       CGS
 HD0590  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0590  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0590
 HD0590                          STATION DESCRIPTION
 HD0590
 HD0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0590'3.8 MI NE FROM ELKTON.
 HD0590'1.5 MILES NORTH FROM THE CHRISTIAN CHURCH AT ELKTON, HICKORY
 HD0590'COUNTY, ALONG STATE HIGHWAY 83, THENCE 0.2 MILE EAST ALONG A
 HD0590'DIRT ROAD, 0.3 MILE SOUTH ALONG A DIRT ROAD, 1.8 MILE EAST ALONG
 HD0590'A DIRT ROAD TO SITE OF MARK AT THE INTERSECTION OF A NORTH-SOUTH
 HD0590'DIRT ROAD AND A DIRT T-ROAD LEADING WEST, 96.5 FEET SOUTHWEST OF
 HD0590'THE SOUTHWEST CORNER OF A FARMHOUSE, 57.0 FEET EAST AND 5.0 FEET
 HD0590'LOWER THAN THE CENTERLINE OF THE NORTH-SOUTH ROAD, 38.0 FEET SOUTH
 HD0590'OF THE EXTENDED CENTERLINE OF THE T-ROAD, 14.0 FEET NORTH OF A
 HD0590'FENCE CORNER, 3.0 FEET SOUTH OF THE SOUTH END OF A BOARD GATE,
 HD0590'1.0 FOOT WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 INCH
 HD0590'MARKER POST.  A BRONZE DISK, STAMPED B 179 1945 AND SET IN THE
 HD0590'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 HD0590
 HD0590                          STATION RECOVERY (1979)
 HD0590
 HD0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0590'MARK NOT FOUND.
 HD0590
 HD0590                          STATION RECOVERY (1979)
 HD0590
 HD0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0326 ***********************************************************************
 LE0326  FBN         -  This is a Federal Base Network Control Station.
 LE0326  DESIGNATION -  B 18
 LE0326  PID         -  LE0326
 LE0326  STATE/COUNTY-  MO/GRUNDY
 LE0326  USGS QUAD   -  TRENTON EAST (1984)
 LE0326
 LE0326                         *CURRENT SURVEY CONTROL
 LE0326  ___________________________________________________________________
 LE0326* NAD 83(1997)-  40 04 25.88119(N)    093 37 08.06048(W)     ADJUSTED  
 LE0326* NAVD 88     -       256.361  (meters)     841.08   (feet)  ADJUSTED  
 LE0326  ___________________________________________________________________
 LE0326  X           -    -308,504.730 (meters)                     COMP
 LE0326  Y           -  -4,877,857.730 (meters)                     COMP
 LE0326  Z           -   4,084,408.516 (meters)                     COMP
 LE0326  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 LE0326  ELLIP HEIGHT-         224.16  (meters)          (02/11/04) GPS OBS
 LE0326  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LE0326  DYNAMIC HT  -         256.223 (meters)     840.62  (feet)  COMP
 LE0326  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 LE0326
 LE0326  HORZ ORDER  -  A
 LE0326  VERT ORDER  -  FIRST     CLASS II
 LE0326  ELLP ORDER  -  FOURTH    CLASS I
 LE0326
 LE0326.The horizontal coordinates were established by GPS observations
 LE0326.and adjusted by the National Geodetic Survey in February 2004..
 LE0326
 LE0326.The orthometric height was determined by differential leveling
 LE0326.and adjusted by the National Geodetic Survey in June 1991..
 LE0326
 LE0326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0326
 LE0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0326
 LE0326.The ellipsoidal height was determined by GPS observations
 LE0326.and is referenced to NAD 83.
 LE0326
 LE0326.The geoid height was determined by GEOID03.
 LE0326
 LE0326.The dynamic height is computed by dividing the NAVD 88
 LE0326.geopotential number by the normal gravity value computed on the
 LE0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0326.degrees latitude (g = 980.6199 gals.).
 LE0326
 LE0326.The modeled gravity was interpolated from observed gravity values.
 LE0326
 LE0326;                    North         East     Units Scale Factor Converg.
 LE0326;SPC MO C     -   471,248.478   404,560.658   MT  1.00004543   -0 43 13.4
 LE0326;UTM  15      - 4,436,138.047   447,227.179   MT  0.99963428   -0 23 54.4
 LE0326
 LE0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0326!SPC MO C     -   0.99996484  x   1.00004543  =   1.00001026
 LE0326!UTM  15      -   0.99996484  x   0.99963428  =   0.99959913
 LE0326
 LE0326                          SUPERSEDED SURVEY CONTROL
 LE0326
 LE0326  NAVD 88 (02/11/04)  256.36   (m)          841.1    (f) LEVELING    3  
 LE0326  NGVD 29 (??/??/92)  256.322  (m)          840.95   (f) ADJ UNCH    1 2
 LE0326
 LE0326.Superseded values are not recommended for survey control.
 LE0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0326.See file dsdata.txt to determine how the superseded data were derived.
 LE0326
 LE0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE4722736138(NAD 83)
 LE0326_MARKER: DB = BENCH MARK DISK
 LE0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0326_STAMPING: B 18 1933
 LE0326_MARK LOGO: CGS   
 LE0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0326+STABILITY: SURFACE MOTION
 LE0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0326+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003
 LE0326
 LE0326  HISTORY     - Date     Condition        Report By
 LE0326  HISTORY     - 1933     MONUMENTED       CGS
 LE0326  HISTORY     - 1953     GOOD             NGS
 LE0326  HISTORY     - 20030625 GOOD             MODNR
 LE0326  HISTORY     - 20030725 GOOD             NGS
 LE0326
 LE0326                          STATION DESCRIPTION
 LE0326
 LE0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LE0326'AT TRENTON.
 LE0326'AT TRENTON, GRUNDY COUNTY, AT MAIN AND EIGHTH STREETS, IN THE YARD
 LE0326'OF THE COUNTY COURTHOUSE, 10 FEET EAST OF THE MAIN STREET CURB,
 LE0326'AND 1 FOOT NORTH OF THE ENTRANCE WALK.  A STANDARD DISK, STAMPED
 LE0326'B 18 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LE0326
 LE0326                          STATION RECOVERY (2003)
 LE0326
 LE0326'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 LE0326'THE STATION IS IN THE YARD OF THE GRUNDY COUNTY COURTHOUSE. IT IS 36
 LE0326'FT SOUTHEAST OF THE CENTER OF MAIN STREET AND 118 FT SOUTHWEST OF THE
 LE0326'CENTER OF EAST 8TH STREET.
 LE0326
 LE0326                          STATION RECOVERY (2003)
 LE0326
 LE0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DEB)
 LE0326'IN TRENTON, IN FRONT OF GRUNDY COUNTY COURTHOUSE, 20 MILES NORTH OF
 LE0326'CHILLICOTHE, 13 MILES WEST OF GALT AND 6 MILES SOUTH OF TINDALL, AT
 LE0326'700 MAIN ST., ZIP CODE 64683.
 LE0326' 
 LE0326'TO REACH FROM THE JUNCTION OF US HWY 65 AND STATE ROUTE 6 IN TRENTON,
 LE0326'GO 1.4 MILES WESTERLY ALONG SR 6 (9TH ST.) TO MAIN STREET. TURN LEFT,
 LE0326'SW, AND GO 0.1 MILE TO THE COURTHOUSE AND STATION ON THE LEFT.
 LE0326' 
 LE0326'THE MARK IS 14.0 M NW OF THE COURTHOUSE FRONT DOOR,11.3 M SE OF THE
 LE0326'CENTERLINE OF MAIN ST., 3.2 M NE OF THE CENTERLINE OF THE ENTRANCE
 LE0326'SIDEWALK, 2.4 M NNW OF A P.O MAIL DROP BOX, 1.9 M SE OF THE C/O THE
 LE0326'STREET SIDEWALK, 0.4 M ABOVE THE LEVEL OF THE STREET, IN A 12 INCH
 LE0326'SQUARE CONCRETE MONUMENT THAT PROJECTS 0.1 M ABOVE GROUND.
 LE0326' 
 LE0326'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0652 ***********************************************************************
 HC0652  DESIGNATION -  B 1=807
 HC0652  PID         -  HC0652
 HC0652  STATE/COUNTY-  MO/PHELPS
 HC0652  USGS QUAD   -  ROLLA (1992)
 HC0652
 HC0652                         *CURRENT SURVEY CONTROL
 HC0652  ___________________________________________________________________
 HC0652* NAD 83(1986)-  37 54 37.     (N)    091 50 31.     (W)     SCALED    
 HC0652* NAVD 88     -       245.971  (meters)     806.99   (feet)  ADJUSTED  
 HC0652  ___________________________________________________________________
 HC0652  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HC0652  DYNAMIC HT  -         245.791 (meters)     806.40  (feet)  COMP
 HC0652  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 HC0652
 HC0652  VERT ORDER  -  FIRST     CLASS II
 HC0652
 HC0652.The horizontal coordinates were scaled from a topographic map and have
 HC0652.an estimated accuracy of +/- 6 seconds.
 HC0652
 HC0652.The orthometric height was determined by differential leveling
 HC0652.and adjusted by the National Geodetic Survey in June 1991..
 HC0652
 HC0652.The geoid height was determined by GEOID03.
 HC0652
 HC0652.The dynamic height is computed by dividing the NAVD 88
 HC0652.geopotential number by the normal gravity value computed on the
 HC0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0652.degrees latitude (g = 980.6199 gals.).
 HC0652
 HC0652.The modeled gravity was interpolated from observed gravity values.
 HC0652
 HC0652;                    North         East    Units  Estimated Accuracy
 HC0652;SPC MO C     -   230,680.      557,870.      MT  (+/- 180 meters Scaled)
 HC0652
 HC0652                          SUPERSEDED SURVEY CONTROL
 HC0652
 HC0652  NGVD 29 (??/??/92)  245.924  (m)          806.84   (f) ADJ UNCH    1 2
 HC0652
 HC0652.Superseded values are not recommended for survey control.
 HC0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0652.See file dsdata.txt to determine how the superseded data were derived.
 HC0652
 HC0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB018964(NAD 83)
 HC0652_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HC0652_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0652_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0652_STAMPING: 807
 HC0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0652
 HC0652  HISTORY     - Date     Condition        Report By
 HC0652  HISTORY     - UNK      MONUMENTED       USGS
 HC0652  HISTORY     - 1938     GOOD             NGS
 HC0652
 HC0652                          STATION DESCRIPTION
 HC0652
 HC0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HC0652'3.5 MI E FROM NEWBURG.
 HC0652'3.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 HC0652'STATION AT NEWBURG, PHELPS COUNTY, 400 FEET SOUTH OF A LARGE
 HC0652'FRAME BARN, 60 FEET SOUTHEAST OF POLE 115/25, AT A PRIVATE-ROAD
 HC0652'CROSSING, 40 FEET WEST OF THE CENTERLINE OF THE ROAD, 33 FEET SOUTH
 HC0652'OF THE CENTERLINE OF THE TRACK, AT THE EAST END OF A CUT, AND
 HC0652'ABOUT 6 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 HC0652'STANDARD CAP, STAMPED 807 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HC0652'IRON PIPE PROJECTING 14 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0641 ***********************************************************************
 HD0641  DESIGNATION -  B 181
 HD0641  PID         -  HD0641
 HD0641  STATE/COUNTY-  MO/HICKORY
 HD0641  USGS QUAD   -  HERMITAGE (1982)
 HD0641
 HD0641                         *CURRENT SURVEY CONTROL
 HD0641  ___________________________________________________________________
 HD0641* NAD 83(1986)-  37 56 09.     (N)    093 16 53.     (W)     SCALED    
 HD0641* NAVD 88     -       290.943  (meters)     954.54   (feet)  ADJUSTED  
 HD0641  ___________________________________________________________________
 HD0641  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HD0641  DYNAMIC HT  -         290.730 (meters)     953.84  (feet)  COMP
 HD0641  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 HD0641
 HD0641  VERT ORDER  -  SECOND    CLASS 0
 HD0641
 HD0641.The horizontal coordinates were scaled from a topographic map and have
 HD0641.an estimated accuracy of +/- 6 seconds.
 HD0641
 HD0641.The orthometric height was determined by differential leveling
 HD0641.and adjusted by the National Geodetic Survey in June 1991..
 HD0641
 HD0641.The geoid height was determined by GEOID03.
 HD0641
 HD0641.The dynamic height is computed by dividing the NAVD 88
 HD0641.geopotential number by the normal gravity value computed on the
 HD0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0641.degrees latitude (g = 980.6199 gals.).
 HD0641
 HD0641.The modeled gravity was interpolated from observed gravity values.
 HD0641
 HD0641;                    North         East    Units  Estimated Accuracy
 HD0641;SPC MO C     -   233,600.      431,310.      MT  (+/- 180 meters Scaled)
 HD0641
 HD0641                          SUPERSEDED SURVEY CONTROL
 HD0641
 HD0641  NGVD 29 (??/??/92)  290.833  (m)          954.17   (f) ADJ UNCH    2 0
 HD0641
 HD0641.Superseded values are not recommended for survey control.
 HD0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0641.See file dsdata.txt to determine how the superseded data were derived.
 HD0641
 HD0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB752987(NAD 83)
 HD0641_MARKER: DB = BENCH MARK DISK
 HD0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0641_SP_SET: CULVERT
 HD0641_STAMPING: B 181 1945
 HD0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0641
 HD0641  HISTORY     - Date     Condition        Report By
 HD0641  HISTORY     - 1945     MONUMENTED       CGS
 HD0641
 HD0641                          STATION DESCRIPTION
 HD0641
 HD0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0641'2.4 MI E FROM HERMITAGE.
 HD0641'0.1 MILE NORTH FROM THE COURTHOUSE AT HERMITAGE, HICKORY COUNTY,
 HD0641'ALONG COUNTY HIGHWAY K, THENCE 2.3 MILES EAST ALONG U.S. HIGHWAY
 HD0641'NO. 54, 65 YARDS WEST OF A FARMHOUSE DRIVE LEADING NORTH, 34
 HD0641'FEET NORTH AND 6 FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY
 HD0641'ON TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A TUBE
 HD0641'CULVERT.  AN IRON DISK, STAMPED B 181 1945 AND SET IN A DRILL
 HD0641'HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE2064 ***********************************************************************
 JE2064  DESIGNATION -  B 182 RESET
 JE2064  PID         -  JE2064
 JE2064  STATE/COUNTY-  MO/CASS
 JE2064  USGS QUAD   -  GARDEN CITY (1954)
 JE2064
 JE2064                         *CURRENT SURVEY CONTROL
 JE2064  ___________________________________________________________________
 JE2064* NAD 83(1986)-  38 34 54.     (N)    094 13 03.     (W)     SCALED    
 JE2064* NAVD 88     -       268.73   (meters)     881.7    (feet)  RESET     
 JE2064  ___________________________________________________________________
 JE2064  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE2064
 JE2064  VERT ORDER  -  THIRD
 JE2064
 JE2064.The horizontal coordinates were scaled from a topographic map and have
 JE2064.an estimated accuracy of +/- 6 seconds.
 JE2064
 JE2064.The orthometric height was computed from unverified reset data.
 JE2064.No vertical observational check was made to the station.
 JE2064
 JE2064.The geoid height was determined by GEOID03.
 JE2064
 JE2064;                    North         East    Units  Estimated Accuracy
 JE2064;SPC MO W     -   268,050.      874,610.      MT  (+/- 180 meters Scaled)
 JE2064
 JE2064                          SUPERSEDED SURVEY CONTROL
 JE2064
 JE2064  NGVD 29 (02/22/06)  268.59   (m)          881.2    (f) RESET       3  
 JE2064
 JE2064.Superseded values are not recommended for survey control.
 JE2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2064.See file dsdata.txt to determine how the superseded data were derived.
 JE2064
 JE2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC939710(NAD 83)
 JE2064_MARKER: DB = BENCH MARK DISK
 JE2064_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JE2064_SP_SET: HEADWALL OF CULVERT
 JE2064_STAMPING: B 182 RESET 1985
 JE2064_MARK LOGO: NGS   
 JE2064_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JE2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2064+STABILITY: SURFACE MOTION
 JE2064
 JE2064  HISTORY     - Date     Condition        Report By
 JE2064  HISTORY     - 1985     MONUMENTED       NGS
 JE2064  HISTORY     - 19850101 GOOD             NGS
 JE2064  HISTORY     - 20060526 GOOD             INDIV
 JE2064
 JE2064                          STATION DESCRIPTION
 JE2064
 JE2064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JE2064'1.5 MI (2.4 KM) NORTHWEST ALONG STATE HIGHWAY 7, FROM THE JUNCTION
 JE2064'WITH STATE ROAD Z AT GARDEN CITY, TO THE MARK ON THE RIGHT, IN THE
 JE2064'NORTHEAST HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE HIGHWAY.
 JE2064
 JE2064                          STATION RECOVERY (1985)
 JE2064
 JE2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CGS)
 JE2064'IT IS 2.41 KM (1.50 MI) NORTHWEST ALONG STATE HIGHWAY 7, FROM THE
 JE2064'JUNCTION WITH STATE ROAD 7 AT GARDEN CITY, TO THE MARK ON THE RIGHT,
 JE2064'SET INTO THE CENTER OF THE NORTHEAST HEADWALL OF A LARGE CONCRETE
 JE2064'CULVERT UNDER THE HIGHWAY.
 JE2064
 JE2064                          STATION RECOVERY (2006)
 JE2064
 JE2064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE2064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0378 ***********************************************************************
 JE0378  DESIGNATION -  B 183
 JE0378  PID         -  JE0378
 JE0378  STATE/COUNTY-  MO/BATES
 JE0378  USGS QUAD   -  ROCKVILLE (1991)
 JE0378
 JE0378                         *CURRENT SURVEY CONTROL
 JE0378  ___________________________________________________________________
 JE0378* NAD 83(1986)-  38 05 14.     (N)    094 04 20.     (W)     SCALED    
 JE0378* NAVD 88     -       241.168  (meters)     791.23   (feet)  ADJUSTED  
 JE0378  ___________________________________________________________________
 JE0378  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JE0378  DYNAMIC HT  -         240.991 (meters)     790.65  (feet)  COMP
 JE0378  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 JE0378
 JE0378  VERT ORDER  -  SECOND    CLASS 0
 JE0378
 JE0378.The horizontal coordinates were scaled from a topographic map and have
 JE0378.an estimated accuracy of +/- 6 seconds.
 JE0378
 JE0378.The orthometric height was determined by differential leveling
 JE0378.and adjusted by the National Geodetic Survey in June 1991..
 JE0378
 JE0378.The geoid height was determined by GEOID03.
 JE0378
 JE0378.The dynamic height is computed by dividing the NAVD 88
 JE0378.geopotential number by the normal gravity value computed on the
 JE0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0378.degrees latitude (g = 980.6199 gals.).
 JE0378
 JE0378.The modeled gravity was interpolated from observed gravity values.
 JE0378
 JE0378;                    North         East    Units  Estimated Accuracy
 JE0378;SPC MO W     -   213,220.      887,530.      MT  (+/- 180 meters Scaled)
 JE0378
 JE0378                          SUPERSEDED SURVEY CONTROL
 JE0378
 JE0378  NGVD 29 (??/??/92)  241.066  (m)          790.90   (f) ADJ UNCH    2 0
 JE0378
 JE0378.Superseded values are not recommended for survey control.
 JE0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0378.See file dsdata.txt to determine how the superseded data were derived.
 JE0378
 JE0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC059160(NAD 83)
 JE0378_MARKER: DB = BENCH MARK DISK
 JE0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0378_STAMPING: B 183 1945
 JE0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0378+STABILITY: SURFACE MOTION
 JE0378
 JE0378  HISTORY     - Date     Condition        Report By
 JE0378  HISTORY     - 1945     MONUMENTED       CGS
 JE0378  HISTORY     - 1962     GOOD             NGS
 JE0378
 JE0378                          STATION DESCRIPTION
 JE0378
 JE0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JE0378'1.2 MI NE FROM ROCKVILLE.
 JE0378'ABOUT 1.2 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JE0378'RAILROAD FROM THE STATION AT ROCKVILLE, IN SECTION 12 T 38 N,
 JE0378'R 29 W, 8 POLES SOUTHWEST OF MILEPOST 293, 6 POLES SOUTHWEST OF
 JE0378'A CROSSING OF THE RAILROAD AND A ROAD, 44 FEET NORTHWEST OF
 JE0378'THE NORTHWEST RAIL, 17 1/2 FEET NORTH OF A TELEPHONE POLE, 3
 JE0378'FEET SOUTHEAST OF A FENCE, 1.2 FEET NORTHWEST OF A METAL WITNESS
 JE0378'POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE
 JE0378'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1821 ***********************************************************************
 JD1821  DESIGNATION -  B 184
 JD1821  PID         -  JD1821
 JD1821  STATE/COUNTY-  MO/JOHNSON
 JD1821  USGS QUAD   -  CENTERVIEW (1954)
 JD1821
 JD1821                         *CURRENT SURVEY CONTROL
 JD1821  ___________________________________________________________________
 JD1821* NAD 83(1986)-  38 44 51.     (N)    093 49 16.     (W)     SCALED    
 JD1821* NAVD 88     -       253.223  (meters)     830.78   (feet)  ADJUSTED  
 JD1821  ___________________________________________________________________
 JD1821  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1821  DYNAMIC HT  -         253.051 (meters)     830.22  (feet)  COMP
 JD1821  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 JD1821
 JD1821  VERT ORDER  -  FIRST     CLASS II
 JD1821
 JD1821.The horizontal coordinates were scaled from a topographic map and have
 JD1821.an estimated accuracy of +/- 6 seconds.
 JD1821
 JD1821.The orthometric height was determined by differential leveling
 JD1821.and adjusted by the National Geodetic Survey in June 1991..
 JD1821
 JD1821.The geoid height was determined by GEOID03.
 JD1821
 JD1821.The dynamic height is computed by dividing the NAVD 88
 JD1821.geopotential number by the normal gravity value computed on the
 JD1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1821.degrees latitude (g = 980.6199 gals.).
 JD1821
 JD1821.The modeled gravity was interpolated from observed gravity values.
 JD1821
 JD1821;                    North         East    Units  Estimated Accuracy
 JD1821;SPC MO W     -   286,640.      909,020.      MT  (+/- 180 meters Scaled)
 JD1821
 JD1821                          SUPERSEDED SURVEY CONTROL
 JD1821
 JD1821  NGVD 29 (??/??/92)  253.123  (m)          830.45   (f) ADJ UNCH    1 2
 JD1821
 JD1821.Superseded values are not recommended for survey control.
 JD1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1821.See file dsdata.txt to determine how the superseded data were derived.
 JD1821
 JD1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC286890(NAD 83)
 JD1821_MARKER: DB = BENCH MARK DISK
 JD1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1821_STAMPING: B 184 1945
 JD1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1821+STABILITY: SURFACE MOTION
 JD1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD1821+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JD1821
 JD1821  HISTORY     - Date     Condition        Report By
 JD1821  HISTORY     - 1945     MONUMENTED       CGS
 JD1821  HISTORY     - 1963     GOOD             NGS
 JD1821  HISTORY     - 20050901 GOOD             INDIV
 JD1821
 JD1821                          STATION DESCRIPTION
 JD1821
 JD1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1821'4.5 MI W FROM WARRENSBURG.
 JD1821'ABOUT 4.5 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1821'STATION AT WARRENSBURG, OR 9.6 MILES EAST ALONG THE MISSOURI
 JD1821'PACIFIC RAILROAD FROM THE STATION AT HOLDEN, AT A ROAD CROSSING
 JD1821'AND UNDER A POWER LINE, 5 POLES WEST OF MILEPOLE 223, 43 FEET
 JD1821'SOUTH OF THE SOUTH RAIL, 37 FEET EAST OF THE CENTERLINE OF THE
 JD1821'ROAD, 7 FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF A FENCE, 1.0
 JD1821'FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 JD1821'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 JD1821
 JD1821                          STATION RECOVERY (2005)
 JD1821
 JD1821'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD1821'THE POWER POLE AND POWER LINES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2204 ***********************************************************************
 JD2204  DESIGNATION -  B 185
 JD2204  PID         -  JD2204
 JD2204  STATE/COUNTY-  MO/JOHNSON
 JD2204  USGS QUAD   -  BURTVILLE (1955)
 JD2204
 JD2204                         *CURRENT SURVEY CONTROL
 JD2204  ___________________________________________________________________
 JD2204* NAD 83(1986)-  38 44 23.     (N)    093 33 33.     (W)     SCALED    
 JD2204* NAVD 88     -       254.502  (meters)     834.98   (feet)  ADJUSTED  
 JD2204  ___________________________________________________________________
 JD2204  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2204  DYNAMIC HT  -         254.329 (meters)     834.41  (feet)  COMP
 JD2204  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 JD2204
 JD2204  VERT ORDER  -  FIRST     CLASS II
 JD2204
 JD2204.The horizontal coordinates were scaled from a topographic map and have
 JD2204.an estimated accuracy of +/- 6 seconds.
 JD2204
 JD2204.The orthometric height was determined by differential leveling
 JD2204.and adjusted by the National Geodetic Survey in June 1991..
 JD2204
 JD2204.The geoid height was determined by GEOID03.
 JD2204
 JD2204.The dynamic height is computed by dividing the NAVD 88
 JD2204.geopotential number by the normal gravity value computed on the
 JD2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2204.degrees latitude (g = 980.6199 gals.).
 JD2204
 JD2204.The modeled gravity was interpolated from observed gravity values.
 JD2204
 JD2204;                    North         East    Units  Estimated Accuracy
 JD2204;SPC MO W     -   285,980.      931,800.      MT  (+/- 180 meters Scaled)
 JD2204
 JD2204                          SUPERSEDED SURVEY CONTROL
 JD2204
 JD2204  NGVD 29 (??/??/92)  254.407  (m)          834.67   (f) ADJ UNCH    1 2
 JD2204
 JD2204.Superseded values are not recommended for survey control.
 JD2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2204.See file dsdata.txt to determine how the superseded data were derived.
 JD2204
 JD2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC514880(NAD 83)
 JD2204_MARKER: DB = BENCH MARK DISK
 JD2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2204_STAMPING: B 185 1945
 JD2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2204+STABILITY: SURFACE MOTION
 JD2204
 JD2204  HISTORY     - Date     Condition        Report By
 JD2204  HISTORY     - 1945     MONUMENTED       CGS
 JD2204  HISTORY     - 1963     GOOD             NGS
 JD2204
 JD2204                          STATION DESCRIPTION
 JD2204
 JD2204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2204'1.9 MI S FROM KNOB NOSTER.
 JD2204'ABOUT 1.9 MILES SOUTH ALONG STATE ROAD J FROM THE POST OFFICE
 JD2204'AT KNOB NOSTER, IN S 28, R 24 W, T 46 N, AT WHITEMAN AIR FORCE
 JD2204'BASE, AT ENTRANCE GATE 2, 60 FEET NORTH OF THE CENTERLINE OF THE
 JD2204'ENTRANCE DRIVEWAY, 14 FEET SOUTHWEST OF A FENCE CORNER, 8.5 FEET
 JD2204'SOUTHEAST OF TELEPHONE POLE 12, 5 FEET SOUTH OF A FENCE, 4 FEET
 JD2204'NORTH OF A ROW OF ROSE BUSHES, 1.0 FOOT EAST OF A METAL WITNESS
 JD2204'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE DRIVEWAY, AND SET IN
 JD2204'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0642 ***********************************************************************
 JD0642  DESIGNATION -  B 186
 JD0642  PID         -  JD0642
 JD0642  STATE/COUNTY-  MO/MORGAN
 JD0642  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0642
 JD0642                         *CURRENT SURVEY CONTROL
 JD0642  ___________________________________________________________________
 JD0642* NAD 83(1986)-  38 41 04.     (N)    093 03 04.     (W)     SCALED    
 JD0642* NAVD 88     -       252.534  (meters)     828.52   (feet)  ADJUSTED  
 JD0642  ___________________________________________________________________
 JD0642  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0642  DYNAMIC HT  -         252.362 (meters)     827.96  (feet)  COMP
 JD0642  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 JD0642
 JD0642  VERT ORDER  -  FIRST     CLASS II
 JD0642
 JD0642.The horizontal coordinates were scaled from a topographic map and have
 JD0642.an estimated accuracy of +/- 6 seconds.
 JD0642
 JD0642.The orthometric height was determined by differential leveling
 JD0642.and adjusted by the National Geodetic Survey in June 1991..
 JD0642
 JD0642.The geoid height was determined by GEOID03.
 JD0642
 JD0642.The dynamic height is computed by dividing the NAVD 88
 JD0642.geopotential number by the normal gravity value computed on the
 JD0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0642.degrees latitude (g = 980.6199 gals.).
 JD0642
 JD0642.The modeled gravity was interpolated from observed gravity values.
 JD0642
 JD0642;                    North         East    Units  Estimated Accuracy
 JD0642;SPC MO C     -   316,550.      452,050.      MT  (+/- 180 meters Scaled)
 JD0642
 JD0642                          SUPERSEDED SURVEY CONTROL
 JD0642
 JD0642  NGVD 29 (??/??/92)  252.439  (m)          828.21   (f) ADJ UNCH    1 2
 JD0642
 JD0642.Superseded values are not recommended for survey control.
 JD0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0642.See file dsdata.txt to determine how the superseded data were derived.
 JD0642
 JD0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC955817(NAD 83)
 JD0642_MARKER: DB = BENCH MARK DISK
 JD0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0642_SP_SET: CULVERT
 JD0642_STAMPING: B 186 1945
 JD0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0642
 JD0642  HISTORY     - Date     Condition        Report By
 JD0642  HISTORY     - 1945     MONUMENTED       CGS
 JD0642  HISTORY     - 1963     GOOD             NGS
 JD0642
 JD0642                          STATION DESCRIPTION
 JD0642
 JD0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0642'2.2 MI E FROM SMITHTON.
 JD0642'ABOUT 2.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0642'STATION AT SMITHTON, 4 POLES EAST OF MILEPOLE 179, SET IN THE TOP
 JD0642'OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A CONCRETE
 JD0642'CULVERT, 14.5 FEET NORTH OF THE NORTH RAIL, 0.9 FEET WEST OF THE
 JD0642'EAST EDGE OF THE HEAD WALL, AND ABOUT 5 FEET BELOW THE LEVEL OF
 JD0642'THE TRACK.  THIS MARK IS 0.8 MILE WEST OF V 298 WHICH IS DESCRIBED
 JD0642'FROM OTTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0338 ***********************************************************************
 JD0338  DESIGNATION -  B 187
 JD0338  PID         -  JD0338
 JD0338  STATE/COUNTY-  MO/MONITEAU
 JD0338  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD0338
 JD0338                         *CURRENT SURVEY CONTROL
 JD0338  ___________________________________________________________________
 JD0338* NAD 83(1986)-  38 38 36.     (N)    092 36 15.     (W)     SCALED    
 JD0338* NAVD 88     -       271.147  (meters)     889.59   (feet)  ADJUSTED  
 JD0338  ___________________________________________________________________
 JD0338  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD0338  DYNAMIC HT  -         270.964 (meters)     888.99  (feet)  COMP
 JD0338  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 JD0338
 JD0338  VERT ORDER  -  FIRST     CLASS II
 JD0338
 JD0338.The horizontal coordinates were scaled from a topographic map and have
 JD0338.an estimated accuracy of +/- 6 seconds.
 JD0338
 JD0338.The orthometric height was determined by differential leveling
 JD0338.and adjusted by the National Geodetic Survey in June 1991..
 JD0338
 JD0338.The geoid height was determined by GEOID03.
 JD0338
 JD0338.The dynamic height is computed by dividing the NAVD 88
 JD0338.geopotential number by the normal gravity value computed on the
 JD0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0338.degrees latitude (g = 980.6199 gals.).
 JD0338
 JD0338.The modeled gravity was interpolated from observed gravity values.
 JD0338
 JD0338;                    North         East    Units  Estimated Accuracy
 JD0338;SPC MO C     -   311,840.      490,930.      MT  (+/- 180 meters Scaled)
 JD0338
 JD0338                          SUPERSEDED SURVEY CONTROL
 JD0338
 JD0338  NGVD 29 (??/??/92)  271.053  (m)          889.28   (f) ADJ UNCH    1 2
 JD0338
 JD0338.Superseded values are not recommended for survey control.
 JD0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0338.See file dsdata.txt to determine how the superseded data were derived.
 JD0338
 JD0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC344772(NAD 83)
 JD0338_MARKER: DB = BENCH MARK DISK
 JD0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0338_STAMPING: B 187 1945
 JD0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0338+STABILITY: SURFACE MOTION
 JD0338
 JD0338  HISTORY     - Date     Condition        Report By
 JD0338  HISTORY     - 1945     MONUMENTED       CGS
 JD0338  HISTORY     - 1963     GOOD             NGS
 JD0338
 JD0338                          STATION DESCRIPTION
 JD0338
 JD0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0338'2.4 MI W FROM CALIFORNIA.
 JD0338'ABOUT 2.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0338'THE STATION AT CALIFORNIA, 86.7 FEET WEST OF MILEPOLE 152-30,
 JD0338'55.6 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AT A POINT
 JD0338'WHERE THE ROAD CURVES SHARPLY, 44 FEET NORTH OF THE NORTH RAIL,
 JD0338'4.0 FEET WEST OF A FENCE CORNER, 0.9 FOOT WEST OF A METAL WITNESS
 JD0338'POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN
 JD0338'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0007 ***********************************************************************
 JD0007  DESIGNATION -  B 188
 JD0007  PID         -  JD0007
 JD0007  STATE/COUNTY-  MO/COLE
 JD0007  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0007
 JD0007                         *CURRENT SURVEY CONTROL
 JD0007  ___________________________________________________________________
 JD0007* NAD 83(1986)-  38 36 48.     (N)    092 13 58.     (W)     SCALED    
 JD0007* NAVD 88     -       174.519  (meters)     572.57   (feet)  ADJUSTED  
 JD0007  ___________________________________________________________________
 JD0007  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JD0007  DYNAMIC HT  -         174.402 (meters)     572.18  (feet)  COMP
 JD0007  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 JD0007
 JD0007  VERT ORDER  -  FIRST     CLASS II
 JD0007
 JD0007.The horizontal coordinates were scaled from a topographic map and have
 JD0007.an estimated accuracy of +/- 6 seconds.
 JD0007
 JD0007.The orthometric height was determined by differential leveling
 JD0007.and adjusted by the National Geodetic Survey in June 1991..
 JD0007
 JD0007.The geoid height was determined by GEOID03.
 JD0007
 JD0007.The dynamic height is computed by dividing the NAVD 88
 JD0007.geopotential number by the normal gravity value computed on the
 JD0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0007.degrees latitude (g = 980.6199 gals.).
 JD0007
 JD0007.The modeled gravity was interpolated from observed gravity values.
 JD0007
 JD0007;                    North         East    Units  Estimated Accuracy
 JD0007;SPC MO C     -   308,540.      523,270.      MT  (+/- 180 meters Scaled)
 JD0007
 JD0007                          SUPERSEDED SURVEY CONTROL
 JD0007
 JD0007  NGVD 29 (??/??/92)  174.440  (m)          572.31   (f) ADJ UNCH    1 2
 JD0007
 JD0007.Superseded values are not recommended for survey control.
 JD0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0007.See file dsdata.txt to determine how the superseded data were derived.
 JD0007
 JD0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC667741(NAD 83)
 JD0007_MARKER: DB = BENCH MARK DISK
 JD0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0007_STAMPING: B 188 1945
 JD0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0007+STABILITY: SURFACE MOTION
 JD0007
 JD0007  HISTORY     - Date     Condition        Report By
 JD0007  HISTORY     - 1945     MONUMENTED       CGS
 JD0007  HISTORY     - 1963     GOOD             NGS
 JD0007
 JD0007                          STATION DESCRIPTION
 JD0007
 JD0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0007'5.5 MI E FROM ELSTON.
 JD0007'ABOUT 5.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0007'CROSSING OF COUNTY ROAD T AT ELSTON, 1 POLE EAST OF MILEPOLE NO.
 JD0007'129-30, 44.5 FEET NORTH OF THE NORTH RAIL, 8.0 FEET EAST OF A
 JD0007'T-FENCE CORNER, 7.5 FEET NORTHEAST OF THE FIRST POLE EAST OF THE
 JD0007'MILEPOLE, 1.1 FEET SOUTH OF A FENCE, 1.1 FEET EAST OF A WITNESS
 JD0007'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 JD0007'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0049 ***********************************************************************
 JD0049  DESIGNATION -  B 189
 JD0049  PID         -  JD0049
 JD0049  STATE/COUNTY-  MO/BOONE
 JD0049  USGS QUAD   -  COLUMBIA (1981)
 JD0049
 JD0049                         *CURRENT SURVEY CONTROL
 JD0049  ___________________________________________________________________
 JD0049* NAD 83(1986)-  38 57 01.     (N)    092 19 49.     (W)     SCALED    
 JD0049* NAVD 88     -       223.902  (meters)     734.59   (feet)  ADJUSTED  
 JD0049  ___________________________________________________________________
 JD0049  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0049  DYNAMIC HT  -         223.755 (meters)     734.10  (feet)  COMP
 JD0049  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 JD0049
 JD0049  VERT ORDER  -  SECOND    CLASS 0
 JD0049
 JD0049.The horizontal coordinates were scaled from a topographic map and have
 JD0049.an estimated accuracy of +/- 6 seconds.
 JD0049
 JD0049.The orthometric height was determined by differential leveling
 JD0049.and adjusted by the National Geodetic Survey in June 1991..
 JD0049
 JD0049.The geoid height was determined by GEOID03.
 JD0049
 JD0049.The dynamic height is computed by dividing the NAVD 88
 JD0049.geopotential number by the normal gravity value computed on the
 JD0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0049.degrees latitude (g = 980.6199 gals.).
 JD0049
 JD0049.The modeled gravity was interpolated from observed gravity values.
 JD0049
 JD0049;                    North         East    Units  Estimated Accuracy
 JD0049;SPC MO C     -   345,930.      514,710.      MT  (+/- 180 meters Scaled)
 JD0049
 JD0049                          SUPERSEDED SURVEY CONTROL
 JD0049
 JD0049  NGVD 29 (??/??/92)  223.887  (m)          734.54   (f) ADJ UNCH    2 0
 JD0049
 JD0049.Superseded values are not recommended for survey control.
 JD0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0049.See file dsdata.txt to determine how the superseded data were derived.
 JD0049
 JD0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD580114(NAD 83)
 JD0049_MARKER: DB = BENCH MARK DISK
 JD0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0049_SP_SET: FOUNDATION
 JD0049_STAMPING: B 189 1946
 JD0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0049
 JD0049  HISTORY     - Date     Condition        Report By
 JD0049  HISTORY     - 1946     MONUMENTED       CGS
 JD0049  HISTORY     - 1979     GOOD             NGS
 JD0049
 JD0049                          STATION DESCRIPTION
 JD0049
 JD0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JD0049'AT COLUMBIA.
 JD0049'AT THE POST OFFICE, AT COLUMBIA, ON CHERRY STREET BETWEEN 6TH
 JD0049'AND 7TH STREETS, 29 FEET EAST OF THE CENTER OF THE NORTH ENTRANCE
 JD0049'OF THE POST OFFICE, 18 FEET SOUTH OF THE SOUTH CURB OF CHERRY
 JD0049'STREET.  A BRONZE DISK SET IN THE TOP OF THE NORTHWEST CORNER
 JD0049'OF THE FOUNDATION AROUND THE FIRST BASEMENT WINDOW EAST OF
 JD0049'THE ENTRANCE.
 JD0049
 JD0049                          STATION RECOVERY (1979)
 JD0049
 JD0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JD0049'EXCEPTION THE BUILDING IS NOW KNOWN AS THE FEDERAL BUILDING AND IS NO
 JD0049'LONGER USED AS A POST OFFICE BUT IS USED BY OTHER FEDERAL AGENCIES.
 JD0049'BUILDING ADDRESS IS 608 CHERRY STREET. THIS MARK WILL BE COVERED OVER
 JD0049'BY THE CONSTRUCTION OF A RAMP FOR THE USE OF HANDICAPPED PERSONS. THE
 JD0049'MARK WAS LEFT IN PLACE BUT BENCH MARK B 189 RESET 1979 WAS
 JD0049'ESTABLISHED AT THE NORTHEAST CORNER OF THE BUILDING, SEE DESCRIPTION
 JD0049'THERE OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2795 ***********************************************************************
 JD2795  DESIGNATION -  B 189 RESET
 JD2795  PID         -  JD2795
 JD2795  STATE/COUNTY-  MO/BOONE
 JD2795  USGS QUAD   -  COLUMBIA (1981)
 JD2795
 JD2795                         *CURRENT SURVEY CONTROL
 JD2795  ___________________________________________________________________
 JD2795* NAD 83(1986)-  38 57 01.     (N)    092 19 49.     (W)     SCALED    
 JD2795* NAVD 88     -       223.92   (meters)     734.6    (feet)  RESET     
 JD2795  ___________________________________________________________________
 JD2795  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2795
 JD2795  VERT ORDER  -  THIRD
 JD2795
 JD2795.The horizontal coordinates were scaled from a topographic map and have
 JD2795.an estimated accuracy of +/- 6 seconds.
 JD2795
 JD2795.The orthometric height was computed from unverified reset data.
 JD2795.No vertical observational check was made to the station.
 JD2795
 JD2795.The geoid height was determined by GEOID03.
 JD2795
 JD2795;                    North         East    Units  Estimated Accuracy
 JD2795;SPC MO C     -   345,930.      514,710.      MT  (+/- 180 meters Scaled)
 JD2795
 JD2795                          SUPERSEDED SURVEY CONTROL
 JD2795
 JD2795  NGVD 29 (02/22/06)  223.91   (m)          734.6    (f) RESET       3  
 JD2795
 JD2795.Superseded values are not recommended for survey control.
 JD2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2795.See file dsdata.txt to determine how the superseded data were derived.
 JD2795
 JD2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD580114(NAD 83)
 JD2795_MARKER: DB = BENCH MARK DISK
 JD2795_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JD2795_SP_SET: BASEMENT WINDOW FOUNDATION
 JD2795_STAMPING: B 189 RESET 1979
 JD2795_MARK LOGO: NGS   
 JD2795_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2795+STABILITY: SURFACE MOTION
 JD2795
 JD2795  HISTORY     - Date     Condition        Report By
 JD2795  HISTORY     - 1979     MONUMENTED       NGS
 JD2795
 JD2795                          STATION DESCRIPTION
 JD2795
 JD2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JD2795'IN COLUMBIA, AT 608 CHERRY STREET, 20 FEET SOUTH OF THE CENTERLINE OF
 JD2795'CHERRY, 5 FEET WEST OF THE NORTHEAST CORNER OF THE FEDERAL BUILDING
 JD2795'AND 2.2 FEET NORTH OF THE NORTH FACE OF THE BUILDING, IN THE TOP OF
 JD2795'THE EAST SIDE OF THE EASTERN MOST CONCRETE WINDOW WELL FOR BASEMENT
 JD2795'WINDOWS OF THE FEDERAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0229 ***********************************************************************
 LF0229  DESIGNATION -  B 19
 LF0229  PID         -  LF0229
 LF0229  STATE/COUNTY-  MO/NODAWAY
 LF0229  USGS QUAD   -  BLANCHARD (1981)
 LF0229
 LF0229                         *CURRENT SURVEY CONTROL
 LF0229  ___________________________________________________________________
 LF0229* NAD 83(1986)-  40 33 27.     (N)    095 11 27.     (W)     SCALED    
 LF0229* NAVD 88     -       333.276  (meters)    1093.42   (feet)  ADJUSTED  
 LF0229  ___________________________________________________________________
 LF0229  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 LF0229  DYNAMIC HT  -         333.100 (meters)    1092.85  (feet)  COMP
 LF0229  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LF0229
 LF0229  VERT ORDER  -  FIRST     CLASS II
 LF0229
 LF0229.The horizontal coordinates were scaled from a topographic map and have
 LF0229.an estimated accuracy of +/- 6 seconds.
 LF0229
 LF0229.The orthometric height was determined by differential leveling
 LF0229.and adjusted by the National Geodetic Survey in June 1991..
 LF0229
 LF0229.The geoid height was determined by GEOID03.
 LF0229
 LF0229.The dynamic height is computed by dividing the NAVD 88
 LF0229.geopotential number by the normal gravity value computed on the
 LF0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0229.degrees latitude (g = 980.6199 gals.).
 LF0229
 LF0229.The modeled gravity was interpolated from observed gravity values.
 LF0229
 LF0229;                    North         East    Units  Estimated Accuracy
 LF0229;SPC MO W     -   487,600.      791,490.      MT  (+/- 180 meters Scaled)
 LF0229
 LF0229                          SUPERSEDED SURVEY CONTROL
 LF0229
 LF0229  NGVD 29 (??/??/92)  333.174  (m)         1093.09   (f) ADJ UNCH    1 2
 LF0229
 LF0229.Superseded values are not recommended for survey control.
 LF0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0229.See file dsdata.txt to determine how the superseded data were derived.
 LF0229
 LF0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE145919(NAD 83)
 LF0229_MARKER: DB = BENCH MARK DISK
 LF0229_SETTING: 0 = UNSPECIFIED SETTING
 LF0229_STAMPING: B 19 1933
 LF0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0229
 LF0229  HISTORY     - Date     Condition        Report By
 LF0229  HISTORY     - 1933     MONUMENTED       CGS
 LF0229  HISTORY     - 1961     GOOD             NGS
 LF0229
 LF0229                          STATION DESCRIPTION
 LF0229
 LF0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF0229'2.2 MI SE FROM BLANCHARD.
 LF0229'IN NODAWAY COUNTY, MISSOURI ABOUT 2 AND 1/4 MILES SOUTHEAST ALONG
 LF0229'THE WABASH RAILROAD FROM THE STATION AT BLANCHARD, IOWA AND 4 AND
 LF0229'3/4 MILES NORTHEAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 LF0229'ELMO, MISSOURI, 85 FEET NORTHEAST AND ACROSS THE TRACKS FROM THE
 LF0229'15TH POLE NORTHWEST OF MILEPOST 342, 51 FEET NORTHEAST OF THE CENTER
 LF0229'OF THE TRACK, AND 1 FOOT NORTHEAST OF THE RAILROAD RIGHT-OF-WAY
 LF0229'FENCE BETWEEN TWO BRACED POSTS IN THE RIGHT-OF-WAY FENCE.  THE
 LF0229'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED B 19 1933.
 LF0229'NOTE-- THIS MARK IS ABOUT 1/2 MILE NORTHWEST ALONG THE RAILROAD
 LF0229'TRACKS FROM A NORTH-SOUTH ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0478 ***********************************************************************
 JD0478  DESIGNATION -  B 190
 JD0478  PID         -  JD0478
 JD0478  STATE/COUNTY-  MO/COOPER
 JD0478  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0478
 JD0478                         *CURRENT SURVEY CONTROL
 JD0478  ___________________________________________________________________
 JD0478* NAD 83(1986)-  38 54 13.     (N)    092 58 29.     (W)     SCALED    
 JD0478* NAVD 88     -       183.433  (meters)     601.81   (feet)  ADJUSTED  
 JD0478  ___________________________________________________________________
 JD0478  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0478  DYNAMIC HT  -         183.315 (meters)     601.43  (feet)  COMP
 JD0478  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 JD0478
 JD0478  VERT ORDER  -  SECOND    CLASS 0
 JD0478
 JD0478.The horizontal coordinates were scaled from a topographic map and have
 JD0478.an estimated accuracy of +/- 6 seconds.
 JD0478
 JD0478.The orthometric height was determined by differential leveling
 JD0478.and adjusted by the National Geodetic Survey in June 1991..
 JD0478
 JD0478.The geoid height was determined by GEOID03.
 JD0478
 JD0478.The dynamic height is computed by dividing the NAVD 88
 JD0478.geopotential number by the normal gravity value computed on the
 JD0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0478.degrees latitude (g = 980.6199 gals.).
 JD0478
 JD0478.The modeled gravity was interpolated from observed gravity values.
 JD0478
 JD0478;                    North         East    Units  Estimated Accuracy
 JD0478;SPC MO C     -   340,840.      458,820.      MT  (+/- 180 meters Scaled)
 JD0478
 JD0478                          SUPERSEDED SURVEY CONTROL
 JD0478
 JD0478  NGVD 29 (??/??/92)  183.354  (m)          601.55   (f) ADJ UNCH    2 0
 JD0478
 JD0478.Superseded values are not recommended for survey control.
 JD0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0478.See file dsdata.txt to determine how the superseded data were derived.
 JD0478
 JD0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD021060(NAD 83)
 JD0478_MARKER: DB = BENCH MARK DISK
 JD0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0478_SP_SET: BRIDGE
 JD0478_STAMPING: B 190 1946
 JD0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0478
 JD0478  HISTORY     - Date     Condition        Report By
 JD0478  HISTORY     - 1946     MONUMENTED       CGS
 JD0478  HISTORY     - 1963     GOOD             NGS
 JD0478
 JD0478                          STATION DESCRIPTION
 JD0478
 JD0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0478'6.3 MI NW FROM PILOT GROVE.
 JD0478'ABOUT 1.0 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE MISSOURI
 JD0478'KANSAS TEXAS RAILROAD STATION AT PILOT GROVE, THENCE 1.05 MILES
 JD0478'WEST ALONG A GRADED ROAD, THENCE 1.65 MILES WEST ALONG A TRACK
 JD0478'ROAD, THENCE 1.7 MILES NORTH ALONG A GRADED ROAD, THENCE 0.9
 JD0478'MILE NORTHWEST ALONG A GRAVELED ROAD, SET IN THE TOP OF THE
 JD0478'EAST END OF THE NORTH CONCRETE ABUTMENT OF THE ABANDONED BRIDGE
 JD0478'OVER BRUSH CREEK, 319 FEET EAST OF THE CENTERLINE OF THE ROAD,
 JD0478'300 FEET EAST-NORTHEAST OF THE NORTH END OF BRIDGE NO. N 401,
 JD0478'1.0 FOOT SOUTHEAST OF A TREE, 0.7 FOOT WEST OF THE EAST EDGE OF
 JD0478'THE ABUTMENT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1554 ***********************************************************************
 JD1554  DESIGNATION -  B 191
 JD1554  PID         -  JD1554
 JD1554  STATE/COUNTY-  MO/HENRY
 JD1554  USGS QUAD   -  LEESVILLE (1981)
 JD1554
 JD1554                         *CURRENT SURVEY CONTROL
 JD1554  ___________________________________________________________________
 JD1554* NAD 83(1986)-  38 17 44.     (N)    093 33 57.     (W)     SCALED    
 JD1554* NAVD 88     -       247.977  (meters)     813.57   (feet)  ADJUSTED  
 JD1554  ___________________________________________________________________
 JD1554  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JD1554  DYNAMIC HT  -         247.803 (meters)     813.00  (feet)  COMP
 JD1554  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 JD1554
 JD1554  VERT ORDER  -  SECOND    CLASS 0
 JD1554
 JD1554.The horizontal coordinates were scaled from a topographic map and have
 JD1554.an estimated accuracy of +/- 6 seconds.
 JD1554
 JD1554.The orthometric height was determined by differential leveling
 JD1554.and adjusted by the National Geodetic Survey in June 1991..
 JD1554
 JD1554.The geoid height was determined by GEOID03.
 JD1554
 JD1554.The dynamic height is computed by dividing the NAVD 88
 JD1554.geopotential number by the normal gravity value computed on the
 JD1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1554.degrees latitude (g = 980.6199 gals.).
 JD1554
 JD1554.The modeled gravity was interpolated from observed gravity values.
 JD1554
 JD1554;                    North         East    Units  Estimated Accuracy
 JD1554;SPC MO W     -   236,670.      931,720.      MT  (+/- 180 meters Scaled)
 JD1554
 JD1554                          SUPERSEDED SURVEY CONTROL
 JD1554
 JD1554  NGVD 29 (??/??/92)  247.85   (m)          813.2    (f) COMPUTED    2 0
 JD1554
 JD1554.Superseded values are not recommended for survey control.
 JD1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1554.See file dsdata.txt to determine how the superseded data were derived.
 JD1554
 JD1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC505387(NAD 83)
 JD1554_MARKER: DB = BENCH MARK DISK
 JD1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1554_STAMPING: B 191 1945
 JD1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1554+STABILITY: SURFACE MOTION
 JD1554
 JD1554  HISTORY     - Date     Condition        Report By
 JD1554  HISTORY     - 1945     MONUMENTED       CGS
 JD1554  HISTORY     - 1963     GOOD             NGS
 JD1554
 JD1554                          STATION DESCRIPTION
 JD1554
 JD1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1554'2 MI SW FROM TIGHTWAD.
 JD1554'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 7 FROM THE SCHOOLHOUSE
 JD1554'AT TIGHTWAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A
 JD1554'SHARP CURVE TO THE WEST AND A PRIVATE ROAD LEADING SOUTH, IN
 JD1554'SECTION 34, T 41 N, R 24 W, 25 FEET SOUTH-SOUTHEAST OF THE CENTER
 JD1554'LINE OF A CURVE, 14 FEET WEST OF THE CENTER LINE OF THE PRIVATE
 JD1554'ROAD, 17 FEET NORTH OF A LARGE ELM TREE AT THE NORTHWEST CORNER
 JD1554'OF A WOODED AREA, 5 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST
 JD1554'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1554'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0135 ***********************************************************************
 HD0135  DESIGNATION -  B 193
 HD0135  PID         -  HD0135
 HD0135  STATE/COUNTY-  MO/PULASKI
 HD0135  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0135
 HD0135                         *CURRENT SURVEY CONTROL
 HD0135  ___________________________________________________________________
 HD0135* NAD 83(1986)-  37 49 19.     (N)    092 21 36.     (W)     SCALED    
 HD0135* NAVD 88     -       322.704  (meters)    1058.74   (feet)  ADJUSTED  
 HD0135  ___________________________________________________________________
 HD0135  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HD0135  DYNAMIC HT  -         322.463 (meters)    1057.95  (feet)  COMP
 HD0135  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 HD0135
 HD0135  VERT ORDER  -  SECOND    CLASS 0
 HD0135
 HD0135.The horizontal coordinates were scaled from a topographic map and have
 HD0135.an estimated accuracy of +/- 6 seconds.
 HD0135
 HD0135.The orthometric height was determined by differential leveling
 HD0135.and adjusted by the National Geodetic Survey in June 1991..
 HD0135
 HD0135.The geoid height was determined by GEOID03.
 HD0135
 HD0135.The dynamic height is computed by dividing the NAVD 88
 HD0135.geopotential number by the normal gravity value computed on the
 HD0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0135.degrees latitude (g = 980.6199 gals.).
 HD0135
 HD0135.The modeled gravity was interpolated from observed gravity values.
 HD0135
 HD0135;                    North         East    Units  Estimated Accuracy
 HD0135;SPC MO C     -   220,680.      512,330.      MT  (+/- 180 meters Scaled)
 HD0135
 HD0135                          SUPERSEDED SURVEY CONTROL
 HD0135
 HD0135  NGVD 29 (??/??/92)  322.600  (m)         1058.40   (f) ADJ UNCH    2 0
 HD0135
 HD0135.Superseded values are not recommended for survey control.
 HD0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0135.See file dsdata.txt to determine how the superseded data were derived.
 HD0135
 HD0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB563862(NAD 83)
 HD0135_MARKER: DB = BENCH MARK DISK
 HD0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0135_STAMPING: B 193 1945
 HD0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0135+STABILITY: SURFACE MOTION
 HD0135
 HD0135  HISTORY     - Date     Condition        Report By
 HD0135  HISTORY     - 1945     MONUMENTED       CGS
 HD0135  HISTORY     - 1946     GOOD             NGS
 HD0135
 HD0135                          STATION DESCRIPTION
 HD0135
 HD0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0135'4.7 MI SE FROM RICHLAND.
 HD0135'ABOUT 1.4 MILES NORTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 HD0135'RAILROAD FROM THE STATION AT RICHLAND, THENCE 3.3 MILES SOUTH
 HD0135'ALONG COUNTY HIGHWAY A, ABOUT 0.2 MILES SOUTH OF A FARM HOUSE
 HD0135'THAT SETS VERY CLOSE TO THE HIGHWAY, 27 FEET NORTHEAST OF AND
 HD0135'ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, 14 FEET
 HD0135'WEST OF AN 18 INCH WALNUT TREE, 4 FEET SOUTHWEST OF THE
 HD0135'RIGHT-OF-WAY FENCE, 2 FEET SOUTH OF A 4 IN X 4 IN MARKER POST.
 HD0135'PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0105 ***********************************************************************
 HD0105  DESIGNATION -  B 194
 HD0105  PID         -  HD0105
 HD0105  STATE/COUNTY-  MO/LACLEDE
 HD0105  USGS QUAD   -  BROWNFIELD (1975)
 HD0105
 HD0105                         *CURRENT SURVEY CONTROL
 HD0105  ___________________________________________________________________
 HD0105* NAD 83(1986)-  37 40 17.     (N)    092 19 52.     (W)     SCALED    
 HD0105* NAVD 88     -       335.597  (meters)    1101.04   (feet)  ADJUSTED  
 HD0105  ___________________________________________________________________
 HD0105  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HD0105  DYNAMIC HT  -         335.338 (meters)    1100.19  (feet)  COMP
 HD0105  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 HD0105
 HD0105  VERT ORDER  -  SECOND    CLASS 0
 HD0105
 HD0105.The horizontal coordinates were scaled from a topographic map and have
 HD0105.an estimated accuracy of +/- 6 seconds.
 HD0105
 HD0105.The orthometric height was determined by differential leveling
 HD0105.and adjusted by the National Geodetic Survey in June 1991..
 HD0105
 HD0105.The geoid height was determined by GEOID03.
 HD0105
 HD0105.The dynamic height is computed by dividing the NAVD 88
 HD0105.geopotential number by the normal gravity value computed on the
 HD0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0105.degrees latitude (g = 980.6199 gals.).
 HD0105
 HD0105.The modeled gravity was interpolated from observed gravity values.
 HD0105
 HD0105;                    North         East    Units  Estimated Accuracy
 HD0105;SPC MO C     -   203,970.      514,900.      MT  (+/- 180 meters Scaled)
 HD0105
 HD0105                          SUPERSEDED SURVEY CONTROL
 HD0105
 HD0105  NGVD 29 (??/??/92)  335.489  (m)         1100.68   (f) ADJ UNCH    2 0
 HD0105
 HD0105.Superseded values are not recommended for survey control.
 HD0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0105.See file dsdata.txt to determine how the superseded data were derived.
 HD0105
 HD0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB589695(NAD 83)
 HD0105_MARKER: DB = BENCH MARK DISK
 HD0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0105_STAMPING: B 194 1945
 HD0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0105+STABILITY: SURFACE MOTION
 HD0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0105+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 HD0105
 HD0105  HISTORY     - Date     Condition        Report By
 HD0105  HISTORY     - 1945     MONUMENTED       CGS
 HD0105  HISTORY     - 1946     GOOD             NGS
 HD0105  HISTORY     - 20060227 GOOD             MODNR
 HD0105
 HD0105                          STATION DESCRIPTION
 HD0105
 HD0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0105'7.4 MI NE FROM FALCON.
 HD0105'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY NO. 32 FROM THE POST
 HD0105'OFFICE AT FALCON, THENCE 4.3 MILES NORTH ALONG A GRAVEL ROAD,
 HD0105'THENCE 1.6 MILES EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 HD0105'NORTHEAST ALONG A GRAVEL ROAD, AND 151 FEET EAST OF THE
 HD0105'SOUTHEAST CORNER OF THE BROWNFIELD SCHOOL BUILDING, 13 FEET
 HD0105'EAST OF A 16 INCH WHITE OAK TREE IN A FENCE CORNER, 13 FEET
 HD0105'NORTH OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE
 HD0105'ROAD, 2 FEET WEST OF A 4 IN X 4 IN MARKER POST, 1 FOOT SOUTH
 HD0105'OF THE RIGHT-OF-WAY FENCE.  PROJECTS 5 INCHES ABOVE THE
 HD0105'GROUND.
 HD0105
 HD0105                          STATION RECOVERY (2006)
 HD0105
 HD0105'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 HD0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0289 ***********************************************************************
 KD0289  DESIGNATION -  B 195
 KD0289  PID         -  KD0289
 KD0289  STATE/COUNTY-  MO/CHARITON
 KD0289  USGS QUAD   -  BYNUMVILLE (1978)
 KD0289
 KD0289                         *CURRENT SURVEY CONTROL
 KD0289  ___________________________________________________________________
 KD0289* NAD 83(1986)-  39 31 07.     (N)    092 46 13.     (W)     SCALED    
 KD0289* NAVD 88     -       203.484  (meters)     667.60   (feet)  ADJUSTED  
 KD0289  ___________________________________________________________________
 KD0289  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD0289  DYNAMIC HT  -         203.367 (meters)     667.21  (feet)  COMP
 KD0289  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 KD0289
 KD0289  VERT ORDER  -  SECOND    CLASS 0
 KD0289
 KD0289.The horizontal coordinates were scaled from a topographic map and have
 KD0289.an estimated accuracy of +/- 6 seconds.
 KD0289
 KD0289.The orthometric height was determined by differential leveling
 KD0289.and adjusted by the National Geodetic Survey in June 1991..
 KD0289
 KD0289.The geoid height was determined by GEOID03.
 KD0289
 KD0289.The dynamic height is computed by dividing the NAVD 88
 KD0289.geopotential number by the normal gravity value computed on the
 KD0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0289.degrees latitude (g = 980.6199 gals.).
 KD0289
 KD0289.The modeled gravity was interpolated from observed gravity values.
 KD0289
 KD0289;                    North         East    Units  Estimated Accuracy
 KD0289;SPC MO C     -   409,040.      476,760.      MT  (+/- 180 meters Scaled)
 KD0289
 KD0289                          SUPERSEDED SURVEY CONTROL
 KD0289
 KD0289  NGVD 29 (??/??/92)  203.468  (m)          667.54   (f) ADJ UNCH    2 0
 KD0289
 KD0289.Superseded values are not recommended for survey control.
 KD0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0289.See file dsdata.txt to determine how the superseded data were derived.
 KD0289
 KD0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD197743(NAD 83)
 KD0289_MARKER: DB = BENCH MARK DISK
 KD0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0289_STAMPING: B 195 1945
 KD0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0289+STABILITY: SURFACE MOTION
 KD0289
 KD0289  HISTORY     - Date     Condition        Report By
 KD0289  HISTORY     - 1945     MONUMENTED       CGS
 KD0289  HISTORY     - 1967     GOOD             NGS
 KD0289  HISTORY     - 1990     GOOD             USPSQD
 KD0289
 KD0289                          STATION DESCRIPTION
 KD0289
 KD0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0289'1.7 MI W FROM PRAIRIE HILL.
 KD0289'1.7 MILES WEST OF THE CHRISTIAN CHURCH AT PRAIRIE HILL ALONG
 KD0289'CHARITON COUNTY HIGHWAY W, 55 FEET NORTHWEST OF THE NORTHWEST
 KD0289'CORNER OF A HOUSE, 31 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 KD0289'CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTER OF A GATE
 KD0289'TO A BARN YARD, 3 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT EAST
 KD0289'OF A 4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 KD0289'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 KD0289
 KD0289                          STATION RECOVERY (1967)
 KD0289
 KD0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0289'RECOVERED IN GOOD CONDITION.
 KD0289
 KD0289                          STATION RECOVERY (1990)
 KD0289
 KD0289'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1005 ***********************************************************************
 JC1005  DESIGNATION -  B 197
 JC1005  PID         -  JC1005
 JC1005  STATE/COUNTY-  MO/OSAGE
 JC1005  USGS QUAD   -  MORRISON (1982)
 JC1005
 JC1005                         *CURRENT SURVEY CONTROL
 JC1005  ___________________________________________________________________
 JC1005* NAD 83(1986)-  38 40 41.     (N)    091 44 31.     (W)     SCALED    
 JC1005* NAVD 88     -       162.899  (meters)     534.44   (feet)  POSTED    
 JC1005  ___________________________________________________________________
 JC1005  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JC1005  DYNAMIC HT  -         162.790 (meters)     534.09  (feet)  COMP
 JC1005  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 JC1005
 JC1005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JC1005
 JC1005.The horizontal coordinates were scaled from a topographic map and have
 JC1005.an estimated accuracy of +/- 6 seconds.
 JC1005
 JC1005.The orthometric height was determined by differential leveling
 JC1005.and adjusted by the National Geodetic Survey in 1992..
 JC1005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JC1005.rate of 0.0 thru 1.0 mm/km.
 JC1005
 JC1005.The geoid height was determined by GEOID03.
 JC1005
 JC1005.The dynamic height is computed by dividing the NAVD 88
 JC1005.geopotential number by the normal gravity value computed on the
 JC1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1005.degrees latitude (g = 980.6199 gals.).
 JC1005
 JC1005.The modeled gravity was interpolated from observed gravity values.
 JC1005
 JC1005;                    North         East    Units  Estimated Accuracy
 JC1005;SPC MO C     -   315,970.      565,960.      MT  (+/- 180 meters Scaled)
 JC1005
 JC1005                          SUPERSEDED SURVEY CONTROL
 JC1005
 JC1005  NGVD 29 (??/??/92)  162.900  (m)          534.45   (f) ADJ UNCH    1 2
 JC1005
 JC1005.Superseded values are not recommended for survey control.
 JC1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1005.See file dsdata.txt to determine how the superseded data were derived.
 JC1005
 JC1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC094818(NAD 83)
 JC1005_MARKER: DB = BENCH MARK DISK
 JC1005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC1005_SP_SET: CULVERT
 JC1005_STAMPING: B 197 1945
 JC1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1005
 JC1005  HISTORY     - Date     Condition        Report By
 JC1005  HISTORY     - 1945     MONUMENTED       CGS
 JC1005  HISTORY     - 1946     GOOD             NGS
 JC1005  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC1005
 JC1005                          STATION DESCRIPTION
 JC1005
 JC1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC1005'1.5 MI E FROM CHAMOIS.
 JC1005'ABOUT 1.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC1005'THE STATION AT CHAMOIS, AT MILE POST 198-30, 10.0 FEET NORTH
 JC1005'OF AND ABOUT 1.5 FEET LOWER THAN THE CENTER LINE OF THE NORTH
 JC1005'TRACK, ON TOP OF THE EAST END OF THE NORTH HEADWALL OF A 3 FT
 JC1005'X 5 FT CONCRETE CULVERT.  A BRONZE BENCH MARK DISK SET IN A
 JC1005'DRILL HOLE IN CONCRETE.
 JC1005
 JC1005                          STATION RECOVERY (1986)
 JC1005
 JC1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0855 ***********************************************************************
 HD0855  DESIGNATION -  B 199
 HD0855  PID         -  HD0855
 HD0855  STATE/COUNTY-  MO/POLK
 HD0855  USGS QUAD   -  FAIR PLAY (1981)
 HD0855
 HD0855                         *CURRENT SURVEY CONTROL
 HD0855  ___________________________________________________________________
 HD0855* NAD 83(1986)-  37 44 57.     (N)    093 34 58.     (W)     SCALED    
 HD0855* NAVD 88     -       291.472  (meters)     956.27   (feet)  ADJUSTED  
 HD0855  ___________________________________________________________________
 HD0855  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HD0855  DYNAMIC HT  -         291.250 (meters)     955.54  (feet)  COMP
 HD0855  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 HD0855
 HD0855  VERT ORDER  -  SECOND    CLASS 0
 HD0855
 HD0855.The horizontal coordinates were scaled from a topographic map and have
 HD0855.an estimated accuracy of +/- 6 seconds.
 HD0855
 HD0855.The orthometric height was determined by differential leveling
 HD0855.and adjusted by the National Geodetic Survey in June 1991..
 HD0855
 HD0855.The geoid height was determined by GEOID03.
 HD0855
 HD0855.The dynamic height is computed by dividing the NAVD 88
 HD0855.geopotential number by the normal gravity value computed on the
 HD0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0855.degrees latitude (g = 980.6199 gals.).
 HD0855
 HD0855.The modeled gravity was interpolated from observed gravity values.
 HD0855
 HD0855;                    North         East    Units  Estimated Accuracy
 HD0855;SPC MO C     -   213,150.      404,580.      MT  (+/- 180 meters Scaled)
 HD0855
 HD0855                          SUPERSEDED SURVEY CONTROL
 HD0855
 HD0855  NGVD 29 (??/??/92)  291.356  (m)          955.89   (f) ADJ UNCH    2 0
 HD0855
 HD0855.Superseded values are not recommended for survey control.
 HD0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0855.See file dsdata.txt to determine how the superseded data were derived.
 HD0855
 HD0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB486781(NAD 83)
 HD0855_MARKER: DB = BENCH MARK DISK
 HD0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0855_STAMPING: B 199 1945
 HD0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0855+STABILITY: SURFACE MOTION
 HD0855
 HD0855  HISTORY     - Date     Condition        Report By
 HD0855  HISTORY     - 1945     MONUMENTED       CGS
 HD0855
 HD0855                          STATION DESCRIPTION
 HD0855
 HD0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0855'3.1 MI S FROM HUMANSVILLE.
 HD0855'3.1 MILES SOUTH ALONG THE ABANDONED ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0855'FROM HUMANSVILLE, POLK COUNTY, 0.5 MILE NORTH OF A DIRT ROAD
 HD0855'CROSSING, 8 FEET WEST OF THE OLD RAILROAD BED, 4 FEET EAST OF A
 HD0855'DITCH, 18 FEET EAST OF A NORTH AND SOUTH FENCE, AND 1 FOOT SOUTH
 HD0855'OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED B 199 1945
 HD0855'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 HD0855'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0127 ***********************************************************************
 JD0127  DESIGNATION -  B 2
 JD0127  PID         -  JD0127
 JD0127  STATE/COUNTY-  MO/COLE
 JD0127  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0127
 JD0127                         *CURRENT SURVEY CONTROL
 JD0127  ___________________________________________________________________
 JD0127* NAD 83(1986)-  38 34 46.     (N)    092 10 21.     (W)     SCALED    
 JD0127* NAVD 88     -       191.370  (meters)     627.85   (feet)  ADJUSTED  
 JD0127  ___________________________________________________________________
 JD0127  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JD0127  DYNAMIC HT  -         191.242 (meters)     627.43  (feet)  COMP
 JD0127  MODELED GRAV-     979,954.1   (mgal)                       NAVD 88
 JD0127
 JD0127  VERT ORDER  -  FIRST     CLASS II
 JD0127
 JD0127.The horizontal coordinates were scaled from a topographic map and have
 JD0127.an estimated accuracy of +/- 6 seconds.
 JD0127
 JD0127.The orthometric height was determined by differential leveling
 JD0127.and adjusted by the National Geodetic Survey in June 1991..
 JD0127
 JD0127.The geoid height was determined by GEOID03.
 JD0127
 JD0127.The dynamic height is computed by dividing the NAVD 88
 JD0127.geopotential number by the normal gravity value computed on the
 JD0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0127.degrees latitude (g = 980.6199 gals.).
 JD0127
 JD0127.The modeled gravity was interpolated from observed gravity values.
 JD0127
 JD0127;                    North         East    Units  Estimated Accuracy
 JD0127;SPC MO C     -   304,800.      528,540.      MT  (+/- 180 meters Scaled)
 JD0127
 JD0127                          SUPERSEDED SURVEY CONTROL
 JD0127
 JD0127  NGVD 29 (??/??/92)  191.335  (m)          627.74   (f) ADJ UNCH    1 2
 JD0127
 JD0127.Superseded values are not recommended for survey control.
 JD0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0127.See file dsdata.txt to determine how the superseded data were derived.
 JD0127
 JD0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC720704(NAD 83)
 JD0127_MARKER: DB = BENCH MARK DISK
 JD0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0127_SP_SET: CONCRETE BENCH
 JD0127_STAMPING: B 2 1927 628
 JD0127_MARK LOGO: USGS  
 JD0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD0127+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 JD0127
 JD0127  HISTORY     - Date     Condition        Report By
 JD0127  HISTORY     - 1927     MONUMENTED       USGS
 JD0127  HISTORY     - 1946     GOOD             NGS
 JD0127  HISTORY     - 1986     GOOD             NGS
 JD0127  HISTORY     - 19890718 GOOD             NGS
 JD0127  HISTORY     - 20050707 GOOD             NGS
 JD0127
 JD0127                          STATION DESCRIPTION
 JD0127
 JD0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0127'AT JEFFERSON CITY.
 JD0127'AT JEFFERSON CITY, COLE COUNTY, AT THE NORTH SIDE OF THE CAPITOL
 JD0127'BUILDING, 48 FEET EAST OF A WALK LEADING NORTH FROM THE STEPS, 1
 JD0127'FOOT FROM THE BUILDING FACE, 1 FOOT HIGHER THAN THE SIDEWALK AND
 JD0127'IN A BENCH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JD0127'STAMPED 628 B 2 1927.
 JD0127
 JD0127                          STATION RECOVERY (1986)
 JD0127
 JD0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0127'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN JEFFERSON
 JD0127'CITY, AT THE INTERSECTION OF HIGH AND BROADWAY STREETS, IN THE CENTER
 JD0127'OF A CONCRETE BENCH ON THE NORTH SIDE OF THE CAPITOL BUILDING, 221.5 M
 JD0127'(675.1 FT) NORTHEAST OF THE CENTER OF HIGH STREET, 139.4 M (424.9 FT)
 JD0127'SOUTHEAST OF THE CENTER OF BROADWAY STREET, 15.6 M (51.2 FT) EAST OF
 JD0127'THE CENTER OF THE NORTH ENTRANCE TO THE CAPITAL BUILDING, AND 0.3 M
 JD0127'(1.0 FT) NORTHEAST OF THE NORTHEAST FACE OF THE BUILDING.
 JD0127'THE MARK IS 0.6 M ABOVE A SIDEWALK.
 JD0127
 JD0127                          STATION RECOVERY (1989)
 JD0127
 JD0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD0127'RECOVERED IN GOOD CONDITION.
 JD0127
 JD0127                          STATION RECOVERY (2005)
 JD0127
 JD0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 JD0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0502 ***********************************************************************
 KD0502  DESIGNATION -  B 2 B 1
 KD0502  PID         -  KD0502
 KD0502  STATE/COUNTY-  MO/SALINE
 KD0502  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0502
 KD0502                         *CURRENT SURVEY CONTROL
 KD0502  ___________________________________________________________________
 KD0502* NAD 83(1986)-  39 02 06.     (N)    093 11 37.     (W)     SCALED    
 KD0502* NAVD 88     -       243.759  (meters)     799.73   (feet)  ADJUSTED  
 KD0502  ___________________________________________________________________
 KD0502  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0502  DYNAMIC HT  -         243.606 (meters)     799.23  (feet)  COMP
 KD0502  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 KD0502
 KD0502  VERT ORDER  -  SECOND    CLASS 0
 KD0502
 KD0502.The horizontal coordinates were scaled from a topographic map and have
 KD0502.an estimated accuracy of +/- 6 seconds.
 KD0502
 KD0502.The orthometric height was determined by differential leveling
 KD0502.and adjusted by the National Geodetic Survey in June 1991..
 KD0502
 KD0502.The geoid height was determined by GEOID03.
 KD0502
 KD0502.The dynamic height is computed by dividing the NAVD 88
 KD0502.geopotential number by the normal gravity value computed on the
 KD0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0502.degrees latitude (g = 980.6199 gals.).
 KD0502
 KD0502.The modeled gravity was interpolated from observed gravity values.
 KD0502
 KD0502;                    North         East    Units  Estimated Accuracy
 KD0502;SPC MO C     -   355,550.      439,950.      MT  (+/- 180 meters Scaled)
 KD0502
 KD0502                          SUPERSEDED SURVEY CONTROL
 KD0502
 KD0502  NGVD 29 (??/??/92)  243.68   (m)          799.5    (f) COMPUTED    2 0
 KD0502
 KD0502.Superseded values are not recommended for survey control.
 KD0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0502.See file dsdata.txt to determine how the superseded data were derived.
 KD0502
 KD0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD832206(NAD 83)
 KD0502_MARKER: DZ = AZIMUTH MARK DISK
 KD0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0502_SP_SET: CONCRETE PEDESTAL
 KD0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0502
 KD0502  HISTORY     - Date     Condition        Report By
 KD0502  HISTORY     - UNK      MONUMENTED       DOD
 KD0502  HISTORY     - 1963     GOOD             NGS
 KD0502
 KD0502                          STATION DESCRIPTION
 KD0502
 KD0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0502'6.3 MI S FROM MARSHALL.
 KD0502'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURTHOUSE AT
 KD0502'MARSHALL, THENCE 6.2 MILE SOUTH ALONG U.S. HIGHWAY 65, THENCE
 KD0502'0.05 MILE SOUTH ALONG A PRIVATE DRIVE, 66 FEET EAST OF THE
 KD0502'CENTERLINE OF THE NEW HIGHWAY, 12.4 FEET WEST OF A FENCE LINE,
 KD0502'A TRIBRACH IN THE TOP OF A 1.5 BY 4 FOOT CONCRETE PEDESTAL.
 KD0502'NOTE-- THE CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0498 ***********************************************************************
 KD0498  DESIGNATION -  B 2 B 2
 KD0498  PID         -  KD0498
 KD0498  STATE/COUNTY-  MO/SALINE
 KD0498  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0498
 KD0498                         *CURRENT SURVEY CONTROL
 KD0498  ___________________________________________________________________
 KD0498* NAD 83(1986)-  39 01 56.     (N)    093 11 43.     (W)     SCALED    
 KD0498* NAVD 88     -       243.786  (meters)     799.82   (feet)  ADJUSTED  
 KD0498  ___________________________________________________________________
 KD0498  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0498  DYNAMIC HT  -         243.633 (meters)     799.32  (feet)  COMP
 KD0498  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 KD0498
 KD0498  VERT ORDER  -  SECOND    CLASS 0
 KD0498
 KD0498.The horizontal coordinates were scaled from a topographic map and have
 KD0498.an estimated accuracy of +/- 6 seconds.
 KD0498
 KD0498.The orthometric height was determined by differential leveling
 KD0498.and adjusted by the National Geodetic Survey in June 1991..
 KD0498
 KD0498.The geoid height was determined by GEOID03.
 KD0498
 KD0498.The dynamic height is computed by dividing the NAVD 88
 KD0498.geopotential number by the normal gravity value computed on the
 KD0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0498.degrees latitude (g = 980.6199 gals.).
 KD0498
 KD0498.The modeled gravity was interpolated from observed gravity values.
 KD0498
 KD0498;                    North         East    Units  Estimated Accuracy
 KD0498;SPC MO C     -   355,240.      439,800.      MT  (+/- 180 meters Scaled)
 KD0498
 KD0498                          SUPERSEDED SURVEY CONTROL
 KD0498
 KD0498  NGVD 29 (??/??/92)  243.71   (m)          799.6    (f) COMPUTED    2 0
 KD0498
 KD0498.Superseded values are not recommended for survey control.
 KD0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0498.See file dsdata.txt to determine how the superseded data were derived.
 KD0498
 KD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD830203(NAD 83)
 KD0498_MARKER: DD = SURVEY DISK
 KD0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0498_SP_SET: CONCRETE PEDESTAL
 KD0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0498
 KD0498  HISTORY     - Date     Condition        Report By
 KD0498  HISTORY     - UNK      MONUMENTED       DOD
 KD0498  HISTORY     - 1963     GOOD             NGS
 KD0498
 KD0498                          STATION DESCRIPTION
 KD0498
 KD0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0498'6.8 MI S FROM MARSHALL.
 KD0498'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURTHOUSE AT
 KD0498'MARSHALL, THENCE 6.65 MILE SOUTH ALONG U.S. HIGHWAY 65, AT THE
 KD0498'WEST SIDE OF A SMALL HILL, 124.6 FEET EAST OF THE CENTERLINE
 KD0498'OF U.S. HIGHWAY, 38 FEET EAST OF A FENCE LINE, ABOUT 10 FEET HIGHER
 KD0498'THAN THE HIGHWAY, A TRIBRACH IN THE TOP OF A 1.5 BY 4 FOOT
 KD0498'CONCRETE PEDESTAL.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0500 ***********************************************************************
 KD0500  DESIGNATION -  B 2 Z
 KD0500  PID         -  KD0500
 KD0500  STATE/COUNTY-  MO/SALINE
 KD0500  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0500
 KD0500                         *CURRENT SURVEY CONTROL
 KD0500  ___________________________________________________________________
 KD0500* NAD 83(1986)-  39 02 00.     (N)    093 11 24.     (W)     SCALED    
 KD0500* NAVD 88     -       245.423  (meters)     805.19   (feet)  ADJUSTED  
 KD0500  ___________________________________________________________________
 KD0500  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0500  DYNAMIC HT  -         245.270 (meters)     804.69  (feet)  COMP
 KD0500  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 KD0500
 KD0500  VERT ORDER  -  SECOND    CLASS 0
 KD0500
 KD0500.The horizontal coordinates were scaled from a topographic map and have
 KD0500.an estimated accuracy of +/- 6 seconds.
 KD0500
 KD0500.The orthometric height was determined by differential leveling
 KD0500.and adjusted by the National Geodetic Survey in June 1991..
 KD0500
 KD0500.The geoid height was determined by GEOID03.
 KD0500
 KD0500.The dynamic height is computed by dividing the NAVD 88
 KD0500.geopotential number by the normal gravity value computed on the
 KD0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0500.degrees latitude (g = 980.6199 gals.).
 KD0500
 KD0500.The modeled gravity was interpolated from observed gravity values.
 KD0500
 KD0500;                    North         East    Units  Estimated Accuracy
 KD0500;SPC MO C     -   355,360.      440,260.      MT  (+/- 180 meters Scaled)
 KD0500
 KD0500                          SUPERSEDED SURVEY CONTROL
 KD0500
 KD0500  NGVD 29 (??/??/92)  245.35   (m)          805.0    (f) COMPUTED    2 0
 KD0500
 KD0500.Superseded values are not recommended for survey control.
 KD0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0500.See file dsdata.txt to determine how the superseded data were derived.
 KD0500
 KD0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD835204(NAD 83)
 KD0500_MARKER: DS = TRIANGULATION STATION DISK
 KD0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0500_STAMPING: B2Z 1962
 KD0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0500+STABILITY: SURFACE MOTION
 KD0500
 KD0500  HISTORY     - Date     Condition        Report By
 KD0500  HISTORY     - 1962     MONUMENTED       CGS
 KD0500  HISTORY     - 1963     GOOD             NGS
 KD0500
 KD0500                          STATION DESCRIPTION
 KD0500
 KD0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0500'6.6 MI S FROM MARSHALL.
 KD0500'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURTHOUSE AT
 KD0500'MARSHALL, THENCE 6.15 MILE SOUTH ALONG U.S. HIGHWAY 65, THENCE
 KD0500'0.3 MILE EAST ALONG A PRIVATE DRIVE, AT THE TOP OF A SMALL RIDGE,
 KD0500'ON THE PROPERTY OF MRS CECIL M. SNYDER, 103 FEET SOUTHWEST OF THE
 KD0500'CENTERLINE OF THE PRIVATE DRIVE, 56 FEET NORTHEAST OF RM NO2,
 KD0500'96 FEET SOUTHWEST OF RM NO1, 57.5 FEET NORTHEAST OF A POWER
 KD0500'POLE, A DISK IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 1
 KD0500'FOOT BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0499 ***********************************************************************
 KD0499  DESIGNATION -  B 2 Z RM 1
 KD0499  PID         -  KD0499
 KD0499  STATE/COUNTY-  MO/SALINE
 KD0499  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0499
 KD0499                         *CURRENT SURVEY CONTROL
 KD0499  ___________________________________________________________________
 KD0499* NAD 83(1986)-  39 02 00.     (N)    093 11 24.     (W)     SCALED    
 KD0499* NAVD 88     -       246.401  (meters)     808.40   (feet)  ADJUSTED  
 KD0499  ___________________________________________________________________
 KD0499  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0499  DYNAMIC HT  -         246.247 (meters)     807.90  (feet)  COMP
 KD0499  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 KD0499
 KD0499  VERT ORDER  -  SECOND    CLASS 0
 KD0499
 KD0499.The horizontal coordinates were scaled from a topographic map and have
 KD0499.an estimated accuracy of +/- 6 seconds.
 KD0499
 KD0499.The orthometric height was determined by differential leveling
 KD0499.and adjusted by the National Geodetic Survey in June 1991..
 KD0499
 KD0499.The geoid height was determined by GEOID03.
 KD0499
 KD0499.The dynamic height is computed by dividing the NAVD 88
 KD0499.geopotential number by the normal gravity value computed on the
 KD0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0499.degrees latitude (g = 980.6199 gals.).
 KD0499
 KD0499.The modeled gravity was interpolated from observed gravity values.
 KD0499
 KD0499;                    North         East    Units  Estimated Accuracy
 KD0499;SPC MO C     -   355,360.      440,260.      MT  (+/- 180 meters Scaled)
 KD0499
 KD0499                          SUPERSEDED SURVEY CONTROL
 KD0499
 KD0499  NGVD 29 (??/??/92)  246.32   (m)          808.1    (f) COMPUTED    2 0
 KD0499
 KD0499.Superseded values are not recommended for survey control.
 KD0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0499.See file dsdata.txt to determine how the superseded data were derived.
 KD0499
 KD0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD835204(NAD 83)
 KD0499_MARKER: DR = REFERENCE MARK DISK
 KD0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0499_STAMPING: B2Z NO 1 1962
 KD0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0499+STABILITY: SURFACE MOTION
 KD0499
 KD0499  HISTORY     - Date     Condition        Report By
 KD0499  HISTORY     - 1962     MONUMENTED       CGS
 KD0499  HISTORY     - 1963     GOOD             NGS
 KD0499
 KD0499                          STATION DESCRIPTION
 KD0499
 KD0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0499'6.6 MI S FROM MARSHALL.
 KD0499'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURTHOUSE AT
 KD0499'MARSHALL, THENCE 6.15 MILE SOUTH ALONG U.S. HIGHWAY 65, THENCE
 KD0499'0.3 MILE EAST ALONG A PRIVATE DRIVE, AT THE TOP OF A SMALL
 KD0499'RIDGE, ON THE PROPERTY OF MRS CECIL M. SNYDER, 139 FEET EAST
 KD0499'NORTHEAST OF RM NO 2, 96 FEET NORTHEAST OF THE STATION MARK,
 KD0499'2 FEET WEST OF A POLE, A DISK IN THE TOP OF A CONCRETE POST
 KD0499'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0501 ***********************************************************************
 KD0501  DESIGNATION -  B 2 Z RM 2
 KD0501  PID         -  KD0501
 KD0501  STATE/COUNTY-  MO/SALINE
 KD0501  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0501
 KD0501                         *CURRENT SURVEY CONTROL
 KD0501  ___________________________________________________________________
 KD0501* NAD 83(1986)-  39 02 00.     (N)    093 11 24.     (W)     SCALED    
 KD0501* NAVD 88     -       245.697  (meters)     806.09   (feet)  ADJUSTED  
 KD0501  ___________________________________________________________________
 KD0501  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0501  DYNAMIC HT  -         245.543 (meters)     805.59  (feet)  COMP
 KD0501  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 KD0501
 KD0501  VERT ORDER  -  SECOND    CLASS 0
 KD0501
 KD0501.The horizontal coordinates were scaled from a topographic map and have
 KD0501.an estimated accuracy of +/- 6 seconds.
 KD0501
 KD0501.The orthometric height was determined by differential leveling
 KD0501.and adjusted by the National Geodetic Survey in June 1991..
 KD0501
 KD0501.The geoid height was determined by GEOID03.
 KD0501
 KD0501.The dynamic height is computed by dividing the NAVD 88
 KD0501.geopotential number by the normal gravity value computed on the
 KD0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0501.degrees latitude (g = 980.6199 gals.).
 KD0501
 KD0501.The modeled gravity was interpolated from observed gravity values.
 KD0501
 KD0501;                    North         East    Units  Estimated Accuracy
 KD0501;SPC MO C     -   355,360.      440,260.      MT  (+/- 180 meters Scaled)
 KD0501
 KD0501                          SUPERSEDED SURVEY CONTROL
 KD0501
 KD0501  NGVD 29 (??/??/92)  245.62   (m)          805.8    (f) COMPUTED    2 0
 KD0501
 KD0501.Superseded values are not recommended for survey control.
 KD0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0501.See file dsdata.txt to determine how the superseded data were derived.
 KD0501
 KD0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD835204(NAD 83)
 KD0501_MARKER: DR = REFERENCE MARK DISK
 KD0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0501_STAMPING: B2Z NO 2 1962
 KD0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0501+STABILITY: SURFACE MOTION
 KD0501
 KD0501  HISTORY     - Date     Condition        Report By
 KD0501  HISTORY     - 1962     MONUMENTED       CGS
 KD0501  HISTORY     - 1963     GOOD             NGS
 KD0501
 KD0501                          STATION DESCRIPTION
 KD0501
 KD0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0501'6.6 MI S FROM MARSHALL.
 KD0501'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURTHOUSE AT
 KD0501'MARSHALL, THENCE 6.15 MILE SOUTH ALONG U.S. HIGHWAY 65, THENCE
 KD0501'0.3 MILE EAST ALONG A PRIVATE DRIVE, AT THE TOP OF A SMALL
 KD0501'RIDGE, ON THE PROPERTY OF MRS CECIL M. SNYDER, 139 FEET WEST
 KD0501'SOUTHWEST OF RM NO1, 56 FEET SOUTHWEST OF THE STATION MARK,
 KD0501'1.5 FEET NORTH OF A POWER POLE, A DISK IN THE TOP OF A CONCRETE
 KD0501'POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0149 ***********************************************************************
 LF0149  DESIGNATION -  B 20
 LF0149  PID         -  LF0149
 LF0149  STATE/COUNTY-  MO/NODAWAY
 LF0149  USGS QUAD   -  MARYVILLE WEST (1984)
 LF0149
 LF0149                         *CURRENT SURVEY CONTROL
 LF0149  ___________________________________________________________________
 LF0149* NAD 83(1986)-  40 21 15.     (N)    094 52 56.     (W)     SCALED    
 LF0149* NAVD 88     -       350.036  (meters)    1148.41   (feet)  ADJUSTED  
 LF0149  ___________________________________________________________________
 LF0149  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 LF0149  DYNAMIC HT  -         349.845 (meters)    1147.78  (feet)  COMP
 LF0149  MODELED GRAV-     980,070.3   (mgal)                       NAVD 88
 LF0149
 LF0149  VERT ORDER  -  FIRST     CLASS II
 LF0149
 LF0149.The horizontal coordinates were scaled from a topographic map and have
 LF0149.an estimated accuracy of +/- 6 seconds.
 LF0149
 LF0149.The orthometric height was determined by differential leveling
 LF0149.and adjusted by the National Geodetic Survey in June 1991..
 LF0149
 LF0149.The geoid height was determined by GEOID03.
 LF0149
 LF0149.The dynamic height is computed by dividing the NAVD 88
 LF0149.geopotential number by the normal gravity value computed on the
 LF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0149.degrees latitude (g = 980.6199 gals.).
 LF0149
 LF0149.The modeled gravity was interpolated from observed gravity values.
 LF0149
 LF0149;                    North         East    Units  Estimated Accuracy
 LF0149;SPC MO W     -   464,860.      817,530.      MT  (+/- 180 meters Scaled)
 LF0149
 LF0149                          SUPERSEDED SURVEY CONTROL
 LF0149
 LF0149  NGVD 29 (??/??/92)  349.934  (m)         1148.08   (f) ADJ UNCH    1 2
 LF0149
 LF0149.Superseded values are not recommended for survey control.
 LF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0149.See file dsdata.txt to determine how the superseded data were derived.
 LF0149
 LF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE401687(NAD 83)
 LF0149_MARKER: DB = BENCH MARK DISK
 LF0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0149_STAMPING: B 20 1933
 LF0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0149+STABILITY: SURFACE MOTION
 LF0149
 LF0149  HISTORY     - Date     Condition        Report By
 LF0149  HISTORY     - 1933     MONUMENTED       CGS
 LF0149  HISTORY     - 1960     GOOD             NGS
 LF0149
 LF0149                          STATION DESCRIPTION
 LF0149
 LF0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0149'AT MARYVILLE.
 LF0149'AT MARYVILLE, NODAWAY COUNTY, WEST OF THE WABASH RAILWAY STATION,
 LF0149'ON THE CAMPUS OF THE MARYVILLE STATE TEACHERS COLLEGE, 30 FEET
 LF0149'WEST OF A POWERHOUSE, 15 FEET EAST OF THE BOTTOM OF THE TERRACE
 LF0149'STEPS, AND 2 FEET SOUTH OF THE CONCRETE WALK FROM THE MAIN
 LF0149'BUILDING TO THE POWERHOUSE.  A STANDARD DISK, STAMPED B 20 1933
 LF0149'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1878 ***********************************************************************
 JD1878  DESIGNATION -  B 200
 JD1878  PID         -  JD1878
 JD1878  STATE/COUNTY-  MO/JOHNSON
 JD1878  USGS QUAD   -  KNOB NOSTER (1981)
 JD1878
 JD1878                         *CURRENT SURVEY CONTROL
 JD1878  ___________________________________________________________________
 JD1878* NAD 83(1986)-  38 49 44.     (N)    093 35 52.     (W)     SCALED    
 JD1878* NAVD 88     -       229.292  (meters)     752.27   (feet)  ADJUSTED  
 JD1878  ___________________________________________________________________
 JD1878  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD1878  DYNAMIC HT  -         229.138 (meters)     751.76  (feet)  COMP
 JD1878  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 JD1878
 JD1878  VERT ORDER  -  SECOND    CLASS 0
 JD1878
 JD1878.The horizontal coordinates were scaled from a topographic map and have
 JD1878.an estimated accuracy of +/- 6 seconds.
 JD1878
 JD1878.The orthometric height was determined by differential leveling
 JD1878.and adjusted by the National Geodetic Survey in June 1991..
 JD1878.WARNING-Repeat measurements at this control monument indicate possible
 JD1878.vertical movement.
 JD1878
 JD1878.The geoid height was determined by GEOID03.
 JD1878
 JD1878.The dynamic height is computed by dividing the NAVD 88
 JD1878.geopotential number by the normal gravity value computed on the
 JD1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1878.degrees latitude (g = 980.6199 gals.).
 JD1878
 JD1878.The modeled gravity was interpolated from observed gravity values.
 JD1878
 JD1878;                    North         East    Units  Estimated Accuracy
 JD1878;SPC MO W     -   295,840.      928,340.      MT  (+/- 180 meters Scaled)
 JD1878
 JD1878                          SUPERSEDED SURVEY CONTROL
 JD1878
 JD1878  NGVD 29 (??/??/92)  229.201  (m)          751.97   (f) ADJ UNCH    2 0
 JD1878
 JD1878.Superseded values are not recommended for survey control.
 JD1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1878.See file dsdata.txt to determine how the superseded data were derived.
 JD1878
 JD1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC481979(NAD 83)
 JD1878_MARKER: DB = BENCH MARK DISK
 JD1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1878_STAMPING: B 200 1945
 JD1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1878+STABILITY: SURFACE MOTION
 JD1878
 JD1878  HISTORY     - Date     Condition        Report By
 JD1878  HISTORY     - 1945     MONUMENTED       CGS
 JD1878  HISTORY     - 1946     GOOD             NGS
 JD1878  HISTORY     - 1963     GOOD             NGS
 JD1878  HISTORY     - 20060506 GOOD             GEOCAC
 JD1878
 JD1878                          STATION DESCRIPTION
 JD1878
 JD1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1878'4.9 MI NE FROM MONTSERRAT.
 JD1878'ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JD1878'AT MONTSERRAT, THENCE 0.2 MILE EAST ALONG A GRAVEL ROAD, THENCE
 JD1878'2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.9 MILES EAST AND
 JD1878'NORTH ALONG A GRAVEL AND DIRT ROAD, AND AT THE EAST SIDE OF
 JD1878'A CEMETERY, 65 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 JD1878'LINE OF THE ROAD, 29 FEET EAST OF THE EAST ENTRANCE TO THE
 JD1878'CEMETERY, 2 FEET NORTH OF THE RIGHT OF WAY FENCE, 2 FEET WEST OF
 JD1878'A 4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 JD1878'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 JD1878
 JD1878                          STATION RECOVERY (1963)
 JD1878
 JD1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1878'RECOVERED IN GOOD CONDITION.
 JD1878
 JD1878                          STATION RECOVERY (2006)
 JD1878
 JD1878'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD1878'THE MONUMENT IS LOCATED 1.0 FOOT NORTH OF A FENCE AROUND THE CEMETERY,
 JD1878'1.0 FOOT WEST OF A FENCE CORNER, 1.5 FEET WEST OF A METAL WITNESS
 JD1878'POST, AND PROJECTS 3 INCHES ABOVE THE GOUND. THE 4 X 4 MARKER POST HAS
 JD1878'BEEN REMOVED.
 JD1878'HH2 N38 49 43.8 W93 35 51.8
 JD1878' 
 JD1878' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1856 ***********************************************************************
 JD1856  DESIGNATION -  B 201
 JD1856  PID         -  JD1856
 JD1856  STATE/COUNTY-  MO/LAFAYETTE
 JD1856  USGS QUAD   -  CONCORDIA (1981)
 JD1856
 JD1856                         *CURRENT SURVEY CONTROL
 JD1856  ___________________________________________________________________
 JD1856* NAD 83(1986)-  38 56 45.     (N)    093 31 13.     (W)     SCALED    
 JD1856* NAVD 88     -       211.413  (meters)     693.61   (feet)  ADJUSTED  
 JD1856  ___________________________________________________________________
 JD1856  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1856  DYNAMIC HT  -         211.276 (meters)     693.16  (feet)  COMP
 JD1856  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 JD1856
 JD1856  VERT ORDER  -  SECOND    CLASS 0
 JD1856
 JD1856.The horizontal coordinates were scaled from a topographic map and have
 JD1856.an estimated accuracy of +/- 6 seconds.
 JD1856
 JD1856.The orthometric height was determined by differential leveling
 JD1856.and adjusted by the National Geodetic Survey in June 1991..
 JD1856
 JD1856.The geoid height was determined by GEOID03.
 JD1856
 JD1856.The dynamic height is computed by dividing the NAVD 88
 JD1856.geopotential number by the normal gravity value computed on the
 JD1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1856.degrees latitude (g = 980.6199 gals.).
 JD1856
 JD1856.The modeled gravity was interpolated from observed gravity values.
 JD1856
 JD1856;                    North         East    Units  Estimated Accuracy
 JD1856;SPC MO W     -   308,890.      934,930.      MT  (+/- 180 meters Scaled)
 JD1856
 JD1856                          SUPERSEDED SURVEY CONTROL
 JD1856
 JD1856  NGVD 29 (??/??/92)  211.322  (m)          693.31   (f) ADJ UNCH    2 0
 JD1856
 JD1856.Superseded values are not recommended for survey control.
 JD1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1856.See file dsdata.txt to determine how the superseded data were derived.
 JD1856
 JD1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD549108(NAD 83)
 JD1856_MARKER: DB = BENCH MARK DISK
 JD1856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1856_SP_SET: CULVERT
 JD1856_STAMPING: B 201 1945
 JD1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1856
 JD1856  HISTORY     - Date     Condition        Report By
 JD1856  HISTORY     - 1945     MONUMENTED       CGS
 JD1856  HISTORY     - 1963     GOOD             NGS
 JD1856  HISTORY     - 20050429 GOOD             GEOCAC
 JD1856  HISTORY     - 20050429 GOOD             GEOCAC
 JD1856
 JD1856                          STATION DESCRIPTION
 JD1856
 JD1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1856'4.6 MI NW FROM DUNKSBURG.
 JD1856'ABOUT 0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE SCHOOL IN
 JD1856'DUNKSBURG, THENCE 1.3 MILES NORTHWEST, THENCE 1.3 MILES NORTH,
 JD1856'THENCE 0.4 MILE WEST, THENCE 1.5 MILE NORTH ALONG GRAVELED ROADS,
 JD1856'SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 JD1856'CULVERT, 12 FEET WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT
 JD1856'LEVEL WITH THE ROAD.
 JD1856
 JD1856                          STATION RECOVERY (2005)
 JD1856
 JD1856'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD1856'FROM CONCORDIA, SOUTH ON HWY 23 TO HWY PP, THEN EAST ON HWY PP FOR 3.6
 JD1856'MI, THEN 0.1 MI NORTH ALONG GOOSE CREEK RD, SET IN THE TOP OF THE
 JD1856'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT, 12 FEET WEST OF
 JD1856'THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 JD1856'HANDHELD GPS COORDINATES (NAD 83) N38 56 45.3 W93 31 12.9.
 JD1856' 
 JD1856' 
 JD1856
 JD1856                          STATION RECOVERY (2005)
 JD1856
 JD1856'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD1856'FROM CONCORDIA, SOUTH ON HWY 23 TO HWY PP, THEN EAST ON HWY PP FOR 3.6
 JD1856'MI, THEN 0.1 MI NORTH ALONG GOOSE CREEK RD, SET IN THE TOP OF THE
 JD1856'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT, 12 FEET WEST OF
 JD1856'THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 JD1856' 
 JD1856'HANDHELD COORDINATES (NAD83) N38 56.754 W93 31.214
 JD1856' 
 JD1856' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0119 ***********************************************************************
 JD0119  DESIGNATION -  B 202
 JD0119  PID         -  JD0119
 JD0119  STATE/COUNTY-  MO/CALLAWAY
 JD0119  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0119
 JD0119                         *CURRENT SURVEY CONTROL
 JD0119  ___________________________________________________________________
 JD0119* NAD 83(1986)-  38 36 17.     (N)    092 10 29.     (W)     SCALED    
 JD0119* NAVD 88     -       168.001  (meters)     551.18   (feet)  ADJUSTED  
 JD0119  ___________________________________________________________________
 JD0119  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD0119  DYNAMIC HT  -         167.889 (meters)     550.82  (feet)  COMP
 JD0119  MODELED GRAV-     979,957.0   (mgal)                       NAVD 88
 JD0119
 JD0119  VERT ORDER  -  SECOND    CLASS 0
 JD0119
 JD0119.This mark is at Jefferson City Mem Airport (JEF)
 JD0119
 JD0119.The horizontal coordinates were scaled from a topographic map and have
 JD0119.an estimated accuracy of +/- 6 seconds.
 JD0119
 JD0119.The orthometric height was determined by differential leveling
 JD0119.and adjusted by the National Geodetic Survey in June 1991..
 JD0119
 JD0119.The geoid height was determined by GEOID03.
 JD0119
 JD0119.The dynamic height is computed by dividing the NAVD 88
 JD0119.geopotential number by the normal gravity value computed on the
 JD0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0119.degrees latitude (g = 980.6199 gals.).
 JD0119
 JD0119.The modeled gravity was interpolated from observed gravity values.
 JD0119
 JD0119;                    North         East    Units  Estimated Accuracy
 JD0119;SPC MO C     -   307,600.      528,330.      MT  (+/- 180 meters Scaled)
 JD0119
 JD0119                          SUPERSEDED SURVEY CONTROL
 JD0119
 JD0119  NGVD 29 (??/??/92)  168.020  (m)          551.25   (f) ADJ UNCH    2 0
 JD0119
 JD0119.Superseded values are not recommended for survey control.
 JD0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0119.See file dsdata.txt to determine how the superseded data were derived.
 JD0119
 JD0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC718732(NAD 83)
 JD0119_MARKER: DB = BENCH MARK DISK
 JD0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0119_STAMPING: B 202 1946
 JD0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0119+STABILITY: SURFACE MOTION
 JD0119
 JD0119  HISTORY     - Date     Condition        Report By
 JD0119  HISTORY     - 1946     MONUMENTED       CGS
 JD0119  HISTORY     - 1954     GOOD             NGS
 JD0119  HISTORY     - 1966     MARK NOT FOUND   NGS
 JD0119
 JD0119                          STATION DESCRIPTION
 JD0119
 JD0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JD0119'0.7 MI SW FROM NORTH JEFFERSON.
 JD0119'AT THE JEFFERSON CITY AIRPORT, 17.3 FEET WEST OF A GASOLINE
 JD0119'PUMP, 10.7 FEET NORTH OF THE NORTHEAST CORNER OF THE MAIN
 JD0119'HANGAR, 3.0 FEET WEST OF A NORTH-SOUTH CONCRETE WALK AND 1.0 FOOT
 JD0119'SOUTH OF AN EAST-WEST CONCRETE WALK.  A BRONZE BENCH MARK DISK
 JD0119'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 JD0119'ABOVE GROUND.  NOTE-- THE AIRPORT HAS BEEN ABANDONED, THE AIRPORT
 JD0119'NOW USED BY JEFFERSON CITY IS LOCATED ABOUT 1 MILE EAST.  IN THE
 JD0119'ORIGINAL DESCRIPTION ONLY THE FOUNDATION REMAINS OF THE GASOLINE
 JD0119'PUMP AND OF THE MAIN HANGAR.
 JD0119
 JD0119                          STATION RECOVERY (1966)
 JD0119
 JD0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JD0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0600 ***********************************************************************
 JC0600  DESIGNATION -  B 203
 JC0600  PID         -  JC0600
 JC0600  STATE/COUNTY-  MO/FRANKLIN
 JC0600  USGS QUAD   -  NEW HAVEN (1973)
 JC0600
 JC0600                         *CURRENT SURVEY CONTROL
 JC0600  ___________________________________________________________________
 JC0600* NAD 83(1986)-  38 36 10.     (N)    091 09 44.     (W)     SCALED    
 JC0600* NAVD 88     -       153.675  (meters)     504.18   (feet)  ADJUSTED  
 JC0600  ___________________________________________________________________
 JC0600  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JC0600  DYNAMIC HT  -         153.577 (meters)     503.86  (feet)  COMP
 JC0600  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 JC0600
 JC0600  VERT ORDER  -  FIRST     CLASS II
 JC0600
 JC0600.The horizontal coordinates were scaled from a topographic map and have
 JC0600.an estimated accuracy of +/- 6 seconds.
 JC0600
 JC0600.The orthometric height was determined by differential leveling
 JC0600.and adjusted by the National Geodetic Survey in June 1991..
 JC0600
 JC0600.The geoid height was determined by GEOID03.
 JC0600
 JC0600.The dynamic height is computed by dividing the NAVD 88
 JC0600.geopotential number by the normal gravity value computed on the
 JC0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0600.degrees latitude (g = 980.6199 gals.).
 JC0600
 JC0600.The modeled gravity was interpolated from observed gravity values.
 JC0600
 JC0600;                    North         East    Units  Estimated Accuracy
 JC0600;SPC MO E     -   307,550.      192,320.      MT  (+/- 180 meters Scaled)
 JC0600
 JC0600                          SUPERSEDED SURVEY CONTROL
 JC0600
 JC0600  NGVD 29 (??/??/92)  153.729  (m)          504.36   (f) ADJ UNCH    1 2
 JC0600
 JC0600.Superseded values are not recommended for survey control.
 JC0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0600.See file dsdata.txt to determine how the superseded data were derived.
 JC0600
 JC0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC600742(NAD 83)
 JC0600_MARKER: DB = BENCH MARK DISK
 JC0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0600_SP_SET: CULVERT
 JC0600_STAMPING: B 203 1946
 JC0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0600
 JC0600  HISTORY     - Date     Condition        Report By
 JC0600  HISTORY     - 1946     MONUMENTED       CGS
 JC0600  HISTORY     - 1970     MARK NOT FOUND   USGS
 JC0600  HISTORY     - 1973     MARK NOT FOUND   USGS
 JC0600  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0600
 JC0600                          STATION DESCRIPTION
 JC0600
 JC0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0600'3.1 MI SE FROM NEW HAVEN.
 JC0600'ABOUT 3.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0600'FROM THE STATION AT NEW HAVEN, ABOUT 4 1/2 POLES SOUTHEAST OF MILE
 JC0600'POST 64-10, 7.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT LOWER THAN
 JC0600'THE CENTER LINE OF THE SOUTHWEST TRACK, ON TOP OF THE NORTHWEST END
 JC0600'OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.  A BRONZE BENCH
 JC0600'MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 JC0600
 JC0600                          STATION RECOVERY (1970)
 JC0600
 JC0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JC0600'MARK NOT FOUND.
 JC0600
 JC0600                          STATION RECOVERY (1973)
 JC0600
 JC0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JC0600'MARK NOT FOUND.
 JC0600
 JC0600                          STATION RECOVERY (1986)
 JC0600
 JC0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0354 ***********************************************************************
 JC0354  DESIGNATION -  B 204
 JC0354  PID         -  JC0354
 JC0354  STATE/COUNTY-  MO/ST LOUIS
 JC0354  USGS QUAD   -  PACIFIC (1974)
 JC0354
 JC0354                         *CURRENT SURVEY CONTROL
 JC0354  ___________________________________________________________________
 JC0354* NAD 83(1986)-  38 28 50.     (N)    090 42 56.     (W)     SCALED    
 JC0354* NAVD 88     -       141.334  (meters)     463.69   (feet)  ADJUSTED  
 JC0354  ___________________________________________________________________
 JC0354  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JC0354  DYNAMIC HT  -         141.243 (meters)     463.39  (feet)  COMP
 JC0354  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 JC0354
 JC0354  VERT ORDER  -  FIRST     CLASS I
 JC0354
 JC0354.The horizontal coordinates were scaled from a topographic map and have
 JC0354.an estimated accuracy of +/- 6 seconds.
 JC0354
 JC0354.The orthometric height was determined by differential leveling
 JC0354.and adjusted by the National Geodetic Survey in June 1991..
 JC0354
 JC0354.The geoid height was determined by GEOID03.
 JC0354
 JC0354.The dynamic height is computed by dividing the NAVD 88
 JC0354.geopotential number by the normal gravity value computed on the
 JC0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0354.degrees latitude (g = 980.6199 gals.).
 JC0354
 JC0354.The modeled gravity was interpolated from observed gravity values.
 JC0354
 JC0354;                    North         East    Units  Estimated Accuracy
 JC0354;SPC MO E     -   293,790.      231,190.      MT  (+/- 180 meters Scaled)
 JC0354
 JC0354                          SUPERSEDED SURVEY CONTROL
 JC0354
 JC0354  NGVD 29 (??/??/92)  141.411  (m)          463.95   (f) ADJ UNCH    1 1
 JC0354
 JC0354.Superseded values are not recommended for survey control.
 JC0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0354.See file dsdata.txt to determine how the superseded data were derived.
 JC0354
 JC0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC992616(NAD 83)
 JC0354_MARKER: DB = BENCH MARK DISK
 JC0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0354_SP_SET: CULVERT
 JC0354_STAMPING: B 204 1946
 JC0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0354
 JC0354  HISTORY     - Date     Condition        Report By
 JC0354  HISTORY     - 1946     MONUMENTED       CGS
 JC0354  HISTORY     - 1946     GOOD             NGS
 JC0354  HISTORY     - 1971     GOOD             NGS
 JC0354  HISTORY     - 19910427 GOOD             USPSQD
 JC0354  HISTORY     - 19940511 GOOD             USPSQD
 JC0354  HISTORY     - 19950804 GOOD             USPSQD
 JC0354  HISTORY     - 19990311 GOOD             USPSQD
 JC0354
 JC0354                          STATION DESCRIPTION
 JC0354
 JC0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0354'1.4 MI E FROM PACIFIC.
 JC0354'ABOUT 1.35 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0354'THE STATION AT PACIFIC, NEAR MILEPOLE 33-16, SET ON THE TOP
 JC0354'OF THE EAST END OF THE NORTH HEAD WALL FOR A 30-FOOT CONCRETE
 JC0354'BOX CULVERT OVER A SMALL STREAM AND A NARROW GRAVELED ROAD,
 JC0354'9.6 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 2 FEET
 JC0354'WEST OF THE EAST END OF THE HEAD WALL AND 2 1/2 FEET BELOW THE
 JC0354'LEVEL OF THE TRACK.
 JC0354
 JC0354                          STATION RECOVERY (1971)
 JC0354
 JC0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JC0354'RECOVERED IN GOOD CONDITION.
 JC0354
 JC0354                          STATION RECOVERY (1991)
 JC0354
 JC0354'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0354'RECOVERED IN GOOD CONDITION.
 JC0354
 JC0354                          STATION RECOVERY (1994)
 JC0354
 JC0354'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0354'RECOVERED IN GOOD CONDITION.
 JC0354
 JC0354                          STATION RECOVERY (1995)
 JC0354
 JC0354'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0354'RECOVERED IN GOOD CONDITION.
 JC0354
 JC0354                          STATION RECOVERY (1999)
 JC0354
 JC0354'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0225 ***********************************************************************
 JC0225  DESIGNATION -  B 205
 JC0225  PID         -  JC0225
 JC0225  STATE/COUNTY-  MO/ST LOUIS
 JC0225  USGS QUAD   -  KIRKWOOD (1993)
 JC0225
 JC0225                         *CURRENT SURVEY CONTROL
 JC0225  ___________________________________________________________________
 JC0225* NAD 83(1986)-  38 34 22.     (N)    090 26 50.     (W)     SCALED    
 JC0225* NAVD 88     -       165.046  (meters)     541.49   (feet)  ADJUSTED  
 JC0225  ___________________________________________________________________
 JC0225  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JC0225  DYNAMIC HT  -         164.938 (meters)     541.13  (feet)  COMP
 JC0225  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 JC0225
 JC0225  VERT ORDER  -  FIRST     CLASS I
 JC0225
 JC0225.The horizontal coordinates were scaled from a topographic map and have
 JC0225.an estimated accuracy of +/- 6 seconds.
 JC0225
 JC0225.The orthometric height was determined by differential leveling
 JC0225.and adjusted by the National Geodetic Survey in June 1991..
 JC0225
 JC0225.The geoid height was determined by GEOID03.
 JC0225
 JC0225.The dynamic height is computed by dividing the NAVD 88
 JC0225.geopotential number by the normal gravity value computed on the
 JC0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0225.degrees latitude (g = 980.6199 gals.).
 JC0225
 JC0225.The modeled gravity was interpolated from observed gravity values.
 JC0225
 JC0225;                    North         East    Units  Estimated Accuracy
 JC0225;SPC MO E     -   304,010.      254,600.      MT  (+/- 180 meters Scaled)
 JC0225
 JC0225                          SUPERSEDED SURVEY CONTROL
 JC0225
 JC0225  NGVD 29 (??/??/92)  165.142  (m)          541.80   (f) ADJ UNCH    1 1
 JC0225
 JC0225.Superseded values are not recommended for survey control.
 JC0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0225.See file dsdata.txt to determine how the superseded data were derived.
 JC0225
 JC0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC223724(NAD 83)
 JC0225_MARKER: DB = BENCH MARK DISK
 JC0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0225_SP_SET: PIER
 JC0225_STAMPING: B 205 1946
 JC0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0225
 JC0225  HISTORY     - Date     Condition        Report By
 JC0225  HISTORY     - 1946     MONUMENTED       CGS
 JC0225  HISTORY     - 1969     GOOD             NGS
 JC0225  HISTORY     - 19910401 GOOD             USPSQD
 JC0225  HISTORY     - 19940511 GOOD             USPSQD
 JC0225  HISTORY     - 19950804 GOOD             USPSQD
 JC0225  HISTORY     - 19990307 GOOD             USPSQD
 JC0225
 JC0225                          STATION DESCRIPTION
 JC0225
 JC0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0225'2.5 MI SW FROM KIRKWOOD.
 JC0225'ABOUT 2.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0225'FROM THE STATION AT KIRKWOOD, ABOUT 0.25 MILE WEST OF THE RAILROAD
 JC0225'OVERPASS OVER INTERSTATE HIGHWAY 244, ABOUT 7 1/2 RAILS EAST OF
 JC0225'MILEPOST 16, SET VERTICALLY IN THE NORTH FACE OF THE WEST END OF
 JC0225'THE SOUTH PIER UNDER THE HIGHLAND AVENUE OVERPASS OVER THE TRACK,
 JC0225'6.7 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 1.9
 JC0225'FEET EAST OF THE WEST END OF THE PIER AND 2 FEET ABOVE THE LEVEL
 JC0225'OF THE GROUND.  SEC 10, T44N, R5E.
 JC0225
 JC0225                          STATION RECOVERY (1991)
 JC0225
 JC0225'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0225'RECOVERED IN GOOD CONDITION.
 JC0225
 JC0225                          STATION RECOVERY (1994)
 JC0225
 JC0225'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0225'RECOVERED IN GOOD CONDITION.
 JC0225
 JC0225                          STATION RECOVERY (1995)
 JC0225
 JC0225'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0225'RECOVERED IN GOOD CONDITION.
 JC0225
 JC0225                          STATION RECOVERY (1999)
 JC0225
 JC0225'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0720 ***********************************************************************
 LF0720  DESIGNATION -  B 206
 LF0720  PID         -  LF0720
 LF0720  STATE/COUNTY-  MO/ATCHISON
 LF0720  USGS QUAD   -  PERU (1966)
 LF0720
 LF0720                         *CURRENT SURVEY CONTROL
 LF0720  ___________________________________________________________________
 LF0720* NAD 83(1986)-  40 24 14.     (N)    095 37 45.     (W)     SCALED    
 LF0720* NAVD 88     -       271.969  (meters)     892.28   (feet)  ADJUSTED  
 LF0720  ___________________________________________________________________
 LF0720  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LF0720  DYNAMIC HT  -         271.826 (meters)     891.82  (feet)  COMP
 LF0720  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 LF0720
 LF0720  VERT ORDER  -  SECOND    CLASS 0
 LF0720
 LF0720.The horizontal coordinates were scaled from a topographic map and have
 LF0720.an estimated accuracy of +/- 6 seconds.
 LF0720
 LF0720.The orthometric height was determined by differential leveling
 LF0720.and adjusted by the National Geodetic Survey in June 1991..
 LF0720
 LF0720.The geoid height was determined by GEOID03.
 LF0720
 LF0720.The dynamic height is computed by dividing the NAVD 88
 LF0720.geopotential number by the normal gravity value computed on the
 LF0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0720.degrees latitude (g = 980.6199 gals.).
 LF0720
 LF0720.The modeled gravity was interpolated from observed gravity values.
 LF0720
 LF0720;                    North         East    Units  Estimated Accuracy
 LF0720;SPC MO W     -   470,930.      754,150.      MT  (+/- 180 meters Scaled)
 LF0720
 LF0720                          SUPERSEDED SURVEY CONTROL
 LF0720
 LF0720  NGVD 29 (??/??/92)  271.88   (m)          892.0    (f) COMPUTED    2 0
 LF0720
 LF0720.Superseded values are not recommended for survey control.
 LF0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0720.See file dsdata.txt to determine how the superseded data were derived.
 LF0720
 LF0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE768759(NAD 83)
 LF0720_MARKER: DB = BENCH MARK DISK
 LF0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0720_STAMPING: B 206 1947
 LF0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0720+STABILITY: SURFACE MOTION
 LF0720
 LF0720  HISTORY     - Date     Condition        Report By
 LF0720  HISTORY     - 1947     MONUMENTED       CGS
 LF0720  HISTORY     - 1963     GOOD             NGS
 LF0720
 LF0720                          STATION DESCRIPTION
 LF0720
 LF0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LF0720'1.6 MI W FROM PHELPS CITY.
 LF0720'1.6 MILES WEST ALONG STATE HIGHWAY 136 FROM THE METHODIST CHURCH
 LF0720'AT PHELPS CITY, 1.05 MILES EAST OF THE NORTHEAST END OF THE TOLL
 LF0720'BRIDGE OVER THE MISSOURI RIVER AT BROWNVILLE, NEBRASKA, NEAR THE
 LF0720'NORTHWEST CORNER OF A FARMYARD, 101 FEET NORTHWEST OF THE
 LF0720'NORTHWEST CORNER OF FARMHOUSE, 51 FEET SOUTH OF THE CENTER OF
 LF0720'STATE HIGHWAY 136, 20 FEET WEST OF THE CENTER OF DRIVEWAY, 15
 LF0720'FEET SOUTH OF THE SOUTH SIDE OF 2 1/2 LOCUST TREE, 1 FOOT WEST
 LF0720'OF NORTH-SOUTH FENCE, AND 1 FOOT NORTH OF A NEW STEEL WITNESS
 LF0720'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED B 206
 LF0720'1947.  NOTE-- WHEN THIS MARK WAS RECOVERED, IT HAS BEEN HIT AND
 LF0720'WAS BROKEN OFF ABOUT 2 FEET FROM THE TOP.  THE BROKEN OFF SECTION
 LF0720'WAS DUG OUT AND THE BREAK WAS CLEANED, AND SET ON THE BOTTOM
 LF0720'SECTION AND GROUTED WITH THIN CEMENT.  THE AREA AROUND THE BREAK
 LF0720'WAS REINFORCED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0721 ***********************************************************************
 LF0721  DESIGNATION -  B 206 RESET
 LF0721  PID         -  LF0721
 LF0721  STATE/COUNTY-  MO/ATCHISON
 LF0721  USGS QUAD   -  PERU (1966)
 LF0721
 LF0721                         *CURRENT SURVEY CONTROL
 LF0721  ___________________________________________________________________
 LF0721* NAD 83(1986)-  40 24 14.     (N)    095 37 45.     (W)     SCALED    
 LF0721* NAVD 88     -       272.19   (+/-2cm)     893.0    (feet)  VERTCON   
 LF0721  ___________________________________________________________________
 LF0721  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LF0721
 LF0721  VERT ORDER  -  THIRD (See Below)
 LF0721
 LF0721.The horizontal coordinates were scaled from a topographic map and have
 LF0721.an estimated accuracy of +/- 6 seconds.
 LF0721
 LF0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0721.The vertical order pertains to the NGVD 29 superseded value.
 LF0721
 LF0721.The geoid height was determined by GEOID03.
 LF0721
 LF0721;                    North         East    Units  Estimated Accuracy
 LF0721;SPC MO W     -   470,930.      754,150.      MT  (+/- 180 meters Scaled)
 LF0721
 LF0721                          SUPERSEDED SURVEY CONTROL
 LF0721
 LF0721  NGVD 29 (??/??/??)  272.11   (m)          892.7    (f) RESET       3  
 LF0721
 LF0721.Superseded values are not recommended for survey control.
 LF0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0721.See file dsdata.txt to determine how the superseded data were derived.
 LF0721
 LF0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE768759(NAD 83)
 LF0721_MARKER: DB = BENCH MARK DISK
 LF0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0721_STAMPING: B 206 RESET 1965
 LF0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0721+STABILITY: SURFACE MOTION
 LF0721
 LF0721  HISTORY     - Date     Condition        Report By
 LF0721  HISTORY     - 1965     MONUMENTED       CGS
 LF0721
 LF0721                          STATION DESCRIPTION
 LF0721
 LF0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LF0721'1.6 MI W FROM PHELPS CITY.
 LF0721'1.6 MILES WEST ALONG U.S. HIGHWAY 136 FROM THE RAILROAD CROSSING
 LF0721'AT THE NORTH EDGE OF PHELPS CITY, AT THE NORTH EDGE OF THE RIGHT
 LF0721'OF WAY, NORTHWEST ACROSS THE HIGHWAY FROM A FARMHOUSE, 1.5 FEET
 LF0721'EAST OF A POWERLINE POLE AND 1 FOOT SOUTH OF A METAL WITNESS
 LF0721'POST.  A STANDARD DISK, STAMPED B 206 RESET 1965 AND SET IN THE
 LF0721'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0439 ***********************************************************************
 LF0439  DESIGNATION -  B 207
 LF0439  PID         -  LF0439
 LF0439  STATE/COUNTY-  MO/HOLT
 LF0439  USGS QUAD   -  CORNING (1984)
 LF0439
 LF0439                         *CURRENT SURVEY CONTROL
 LF0439  ___________________________________________________________________
 LF0439* NAD 83(1986)-  40 11 24.     (N)    095 25 26.     (W)     SCALED    
 LF0439* NAVD 88     -       266.823  (meters)     875.40   (feet)  ADJUSTED  
 LF0439  ___________________________________________________________________
 LF0439  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LF0439  DYNAMIC HT  -         266.679 (meters)     874.93  (feet)  COMP
 LF0439  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 LF0439
 LF0439  VERT ORDER  -  FIRST     CLASS II
 LF0439
 LF0439.The horizontal coordinates were scaled from a topographic map and have
 LF0439.an estimated accuracy of +/- 6 seconds.
 LF0439
 LF0439.The orthometric height was determined by differential leveling
 LF0439.and adjusted by the National Geodetic Survey in June 1991..
 LF0439
 LF0439.The geoid height was determined by GEOID03.
 LF0439
 LF0439.The dynamic height is computed by dividing the NAVD 88
 LF0439.geopotential number by the normal gravity value computed on the
 LF0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0439.degrees latitude (g = 980.6199 gals.).
 LF0439
 LF0439.The modeled gravity was interpolated from observed gravity values.
 LF0439
 LF0439;                    North         East    Units  Estimated Accuracy
 LF0439;SPC MO W     -   446,970.      771,330.      MT  (+/- 180 meters Scaled)
 LF0439
 LF0439                          SUPERSEDED SURVEY CONTROL
 LF0439
 LF0439  NGVD 29 (??/??/92)  266.719  (m)          875.06   (f) ADJ UNCH    1 2
 LF0439
 LF0439.Superseded values are not recommended for survey control.
 LF0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0439.See file dsdata.txt to determine how the superseded data were derived.
 LF0439
 LF0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE936516(NAD 83)
 LF0439_MARKER: DB = BENCH MARK DISK
 LF0439_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF0439_SP_SET: PIER
 LF0439_STAMPING: B 207 1948
 LF0439_MARK LOGO: CGS   
 LF0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0439+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 LF0439
 LF0439  HISTORY     - Date     Condition        Report By
 LF0439  HISTORY     - 1948     MONUMENTED       CGS
 LF0439  HISTORY     - 1961     MARK NOT FOUND   CGS
 LF0439  HISTORY     - 19890815 GOOD             NGS
 LF0439  HISTORY     - 20060117 GOOD             GEOCAC
 LF0439
 LF0439                          STATION DESCRIPTION
 LF0439
 LF0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0439'2.6 MI W FROM CRAIG.
 LF0439'2.6 MILES WEST ALONG STATE HIGHWAY NO. 111 FROM THE STATION AT
 LF0439'CRAIG, SET IN THE NORTHWEST CORNER OF THE WEST BRIDGE SEAT OF A
 LF0439'STEEL BRIDGE OVER THE BIG TARKIO DIVERSION DITCH, 13.0 FEET
 LF0439'NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT SOUTH OF THE
 LF0439'NORTH END OF THE SEAT, 0.7 FOOT EAST OF THE WEST FACE OF THE SEAT,
 LF0439'4.0 FEET BELOW BRIDGE FLOOR LEVEL.
 LF0439
 LF0439                          STATION RECOVERY (1961)
 LF0439
 LF0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LF0439'MARK NOT FOUND.
 LF0439
 LF0439                          STATION RECOVERY (1989)
 LF0439
 LF0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0439'RECOVERED IN GOOD CONDITION.
 LF0439
 LF0439                          STATION RECOVERY (2006)
 LF0439
 LF0439'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0684 ***********************************************************************
 LF0684  DESIGNATION -  B 208 RESET
 LF0684  PID         -  LF0684
 LF0684  STATE/COUNTY-  MO/ATCHISON
 LF0684  USGS QUAD   -  LANGDON (1984)
 LF0684
 LF0684                         *CURRENT SURVEY CONTROL
 LF0684  ___________________________________________________________________
 LF0684* NAD 83(1986)-  40 20 30.     (N)    095 36 22.     (W)     SCALED    
 LF0684* NAVD 88     -       269.83   (meters)     885.3    (feet)  RESET     
 LF0684  ___________________________________________________________________
 LF0684  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LF0684
 LF0684  VERT ORDER  -  THIRD
 LF0684
 LF0684.The horizontal coordinates were scaled from a topographic map and have
 LF0684.an estimated accuracy of +/- 6 seconds.
 LF0684
 LF0684.The orthometric height was computed from unverified reset data.
 LF0684
 LF0684.The geoid height was determined by GEOID03.
 LF0684
 LF0684;                    North         East    Units  Estimated Accuracy
 LF0684;SPC MO W     -   463,990.      756,020.      MT  (+/- 180 meters Scaled)
 LF0684
 LF0684                          SUPERSEDED SURVEY CONTROL
 LF0684
 LF0684  NGVD 29 (??/??/??)  269.74   (m)          885.0    (f) RESET       3  
 LF0684
 LF0684.Superseded values are not recommended for survey control.
 LF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0684.See file dsdata.txt to determine how the superseded data were derived.
 LF0684
 LF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE786689(NAD 83)
 LF0684_MARKER: DB = BENCH MARK DISK
 LF0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0684_STAMPING: B 208 1948 RESET 1962
 LF0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0684+STABILITY: SURFACE MOTION
 LF0684
 LF0684  HISTORY     - Date     Condition        Report By
 LF0684  HISTORY     - 1962     MONUMENTED       MOHC
 LF0684  HISTORY     - 1962     GOOD             NGS
 LF0684
 LF0684                          STATION DESCRIPTION
 LF0684
 LF0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LF0684'2.5 MI SW FROM LANGDON.
 LF0684'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0684'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 0.89 MILE SOUTH
 LF0684'ALONG A PAVED ROAD, AT A T-ROAD, 18.0 FEET EAST OF THE CENTERLINE
 LF0684'OF THE NORTH-SOUTH ROAD, 18.0 FEET SOUTH OF A POINT ON THE
 LF0684'PROJECTED CENTERLINE OF THE PAVED ROAD LEADING WEST, 2.6 FEET
 LF0684'SOUTH OF A CORNER FENCE POST, 1.4 FEET EAST OF A POWER LINE POLE,
 LF0684'1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF0684'POST, PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK
 LF0684'IS 1377 FEET NORTH AND 45.5 FEET EAST OF THE S 1/4 CORNER SECTION
 LF0684'23, T64N, R42W, 5TH P.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0681 ***********************************************************************
 LF0681  DESIGNATION -  B 209
 LF0681  PID         -  LF0681
 LF0681  STATE/COUNTY-  MO/ATCHISON
 LF0681  USGS QUAD   -  LANGDON (1984)
 LF0681
 LF0681                         *CURRENT SURVEY CONTROL
 LF0681  ___________________________________________________________________
 LF0681* NAD 83(1986)-  40 22 03.     (N)    095 36 21.     (W)     SCALED    
 LF0681* NAVD 88     -       271.848  (meters)     891.89   (feet)  ADJUSTED  
 LF0681  ___________________________________________________________________
 LF0681  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF0681  DYNAMIC HT  -         271.705 (meters)     891.42  (feet)  COMP
 LF0681  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LF0681
 LF0681  VERT ORDER  -  SECOND    CLASS 0
 LF0681
 LF0681.The horizontal coordinates were scaled from a topographic map and have
 LF0681.an estimated accuracy of +/- 6 seconds.
 LF0681
 LF0681.The orthometric height was determined by differential leveling
 LF0681.and adjusted by the National Geodetic Survey in June 1991..
 LF0681
 LF0681.The geoid height was determined by GEOID03.
 LF0681
 LF0681.The dynamic height is computed by dividing the NAVD 88
 LF0681.geopotential number by the normal gravity value computed on the
 LF0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0681.degrees latitude (g = 980.6199 gals.).
 LF0681
 LF0681.The modeled gravity was interpolated from observed gravity values.
 LF0681
 LF0681;                    North         East    Units  Estimated Accuracy
 LF0681;SPC MO W     -   466,860.      756,080.      MT  (+/- 180 meters Scaled)
 LF0681
 LF0681                          SUPERSEDED SURVEY CONTROL
 LF0681
 LF0681  NGVD 29 (??/??/92)  271.761  (m)          891.60   (f) ADJ UNCH    2 0
 LF0681
 LF0681.Superseded values are not recommended for survey control.
 LF0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0681.See file dsdata.txt to determine how the superseded data were derived.
 LF0681
 LF0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE787718(NAD 83)
 LF0681_MARKER: DB = BENCH MARK DISK
 LF0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0681_STAMPING: B 209 1948
 LF0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0681+STABILITY: SURFACE MOTION
 LF0681
 LF0681  HISTORY     - Date     Condition        Report By
 LF0681  HISTORY     - 1948     MONUMENTED       CGS
 LF0681  HISTORY     - 1961     GOOD             NGS
 LF0681
 LF0681                          STATION DESCRIPTION
 LF0681
 LF0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0681'2.7 MI NW FROM LANGDON.
 LF0681'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0681'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 1.0 MILE NORTH
 LF0681'ALONG A DIRT ROAD, AT A T-ROAD, ABOUT 400.0 FEET NORTH OF A WHITE
 LF0681'FARMHOUSE ON THE EAST SIDE OF THE ROAD, ABOUT 100.0 FEET EAST OF
 LF0681'A RED BARN ON THE WEST SIDE OF THE ROAD, 73.0 FEET EAST OF THE
 LF0681'CENTER LINE OF THE NORTH-SOUTH ROAD, 20.0 FEET SOUTH OF THE
 LF0681'CENTER LINE OF THE ROAD LEADING EAST, 1.3 FEET NORTH OF A FENCE,
 LF0681'1.3 FEET WEST OF A REFERENCE POST, ON THE NORTH EDGE OF A WOODED
 LF0681'AREA, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LF0681'THE GROUND.
 LF0681
 LF0681                          STATION RECOVERY (1961)
 LF0681
 LF0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2337 ***********************************************************************
 JD2337  DESIGNATION -  B 21
 JD2337  PID         -  JD2337
 JD2337  STATE/COUNTY-  MO/PETTIS
 JD2337  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD2337
 JD2337                         *CURRENT SURVEY CONTROL
 JD2337  ___________________________________________________________________
 JD2337* NAD 83(1986)-  38 35 02.     (N)    093 28 30.     (W)     SCALED    
 JD2337* NAVD 88     -       287.556  (meters)     943.42   (feet)  ADJUSTED  
 JD2337  ___________________________________________________________________
 JD2337  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2337  DYNAMIC HT  -         287.354 (meters)     942.76  (feet)  COMP
 JD2337  MODELED GRAV-     979,919.0   (mgal)                       NAVD 88
 JD2337
 JD2337  VERT ORDER  -  SECOND    CLASS 0
 JD2337
 JD2337.The horizontal coordinates were scaled from a topographic map and have
 JD2337.an estimated accuracy of +/- 6 seconds.
 JD2337
 JD2337.The orthometric height was determined by differential leveling
 JD2337.and adjusted by the National Geodetic Survey in June 1991..
 JD2337
 JD2337.The geoid height was determined by GEOID03.
 JD2337
 JD2337.The dynamic height is computed by dividing the NAVD 88
 JD2337.geopotential number by the normal gravity value computed on the
 JD2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2337.degrees latitude (g = 980.6199 gals.).
 JD2337
 JD2337.The modeled gravity was interpolated from observed gravity values.
 JD2337
 JD2337;                    North         East    Units  Estimated Accuracy
 JD2337;SPC MO C     -   305,690.      415,050.      MT  (+/- 180 meters Scaled)
 JD2337
 JD2337                          SUPERSEDED SURVEY CONTROL
 JD2337
 JD2337  NGVD 29 (??/??/92)  287.447  (m)          943.07   (f) ADJ UNCH    2 0
 JD2337
 JD2337.Superseded values are not recommended for survey control.
 JD2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2337.See file dsdata.txt to determine how the superseded data were derived.
 JD2337
 JD2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC586707(NAD 83)
 JD2337_MARKER: DB = BENCH MARK DISK
 JD2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2337_STAMPING: B 21 1934
 JD2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2337+STABILITY: SURFACE MOTION
 JD2337
 JD2337  HISTORY     - Date     Condition        Report By
 JD2337  HISTORY     - 1934     MONUMENTED       CGS
 JD2337  HISTORY     - 1962     GOOD             NGS
 JD2337
 JD2337                          STATION DESCRIPTION
 JD2337
 JD2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD2337'4.4 MI NE FROM WINDSOR.
 JD2337'ABOUT 4.35 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD2337'RAILROAD FROM THE STATION AT WINDSOR, OR 0.1 MILE SOUTH ALONG
 JD2337'STATE HIGHWAY 127 FROM THE POST OFFICE AT GREEN RIDGE, THENCE
 JD2337'4.3 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD,
 JD2337'0.35 MILE NORTHEAST OF A FARMHOUSE AT BRYSON, 0.5 MILE NORTHEAST
 JD2337'OF MILE POST 244, 60 FEET SOUTH OF THE CENTER OF A ROAD CROSSING,
 JD2337'44 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 106 FEET SOUTHEAST
 JD2337'OF AND ACROSS THE TRACK FROM A POWER POLE, 26 1/2 FEET SOUTHWEST
 JD2337'OF A TELEPHONE POLE, 18 FEET NORTHWEST OF THE CENTER LINE OF
 JD2337'A DIRT ROAD PARALLELING THE TRACK, 1.0 FEET NORTHEAST OF A
 JD2337'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS,
 JD2337'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0384 ***********************************************************************
 LF0384  DESIGNATION -  B 210
 LF0384  PID         -  LF0384
 LF0384  STATE/COUNTY-  MO/HOLT
 LF0384  USGS QUAD   -  CORNING (1984)
 LF0384
 LF0384                         *CURRENT SURVEY CONTROL
 LF0384  ___________________________________________________________________
 LF0384* NAD 83(1986)-  40 12 36.     (N)    095 24 03.     (W)     SCALED    
 LF0384* NAVD 88     -       264.595  (meters)     868.09   (feet)  ADJUSTED  
 LF0384  ___________________________________________________________________
 LF0384  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LF0384  DYNAMIC HT  -         264.452 (meters)     867.62  (feet)  COMP
 LF0384  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 LF0384
 LF0384  VERT ORDER  -  FIRST     CLASS II
 LF0384
 LF0384.The horizontal coordinates were scaled from a topographic map and have
 LF0384.an estimated accuracy of +/- 6 seconds.
 LF0384
 LF0384.The orthometric height was determined by differential leveling
 LF0384.and adjusted by the National Geodetic Survey in June 1991..
 LF0384
 LF0384.The geoid height was determined by GEOID03.
 LF0384
 LF0384.The dynamic height is computed by dividing the NAVD 88
 LF0384.geopotential number by the normal gravity value computed on the
 LF0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0384.degrees latitude (g = 980.6199 gals.).
 LF0384
 LF0384.The modeled gravity was interpolated from observed gravity values.
 LF0384
 LF0384;                    North         East    Units  Estimated Accuracy
 LF0384;SPC MO W     -   449,170.      773,320.      MT  (+/- 180 meters Scaled)
 LF0384
 LF0384                          SUPERSEDED SURVEY CONTROL
 LF0384
 LF0384  NGVD 29 (??/??/92)  264.516  (m)          867.83   (f) ADJ UNCH    1 2
 LF0384
 LF0384.Superseded values are not recommended for survey control.
 LF0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0384.See file dsdata.txt to determine how the superseded data were derived.
 LF0384
 LF0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE956538(NAD 83)
 LF0384_MARKER: DB = BENCH MARK DISK
 LF0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0384_SP_SET: CONCRETE POST
 LF0384_STAMPING: B 210 1948
 LF0384_MARK LOGO: CGS   
 LF0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0384+STABILITY: SURFACE MOTION
 LF0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0384+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1989
 LF0384
 LF0384  HISTORY     - Date     Condition        Report By
 LF0384  HISTORY     - 1948     MONUMENTED       CGS
 LF0384  HISTORY     - 1961     GOOD             NGS
 LF0384  HISTORY     - 19890728 GOOD             NGS
 LF0384
 LF0384                          STATION DESCRIPTION
 LF0384
 LF0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0384'1.8 MI NW FROM CRAIG.
 LF0384'1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0384'RAILROAD FROM THE STATION AT CRAIG, 121.6 FEET SOUTH OF THE
 LF0384'6TH. POLE NORTHWEST OF MILEPOST NO. 111, 99.0 FEET WEST OF THE
 LF0384'5TH. POLE NORTHWEST OF THE MILEPOST, AT THE NORTH END OF A
 LF0384'NORTH-SOUTH DRAINAGE DITCH, 49.4 FEET SOUTHWEST OF THE SOUTHWEST
 LF0384'RAIL OF THE TRACK, ON TOP OF A SMALL RIDGE, 1.3 FEET NORTHWEST
 LF0384'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF0384'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LF0384
 LF0384                          STATION RECOVERY (1961)
 LF0384
 LF0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0384'RECOVERED IN GOOD CONDITION.
 LF0384
 LF0384                          STATION RECOVERY (1989)
 LF0384
 LF0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0384'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.4 KM
 LF0384'(2.10 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 LF0384'ITS JUNCTION WITH STATE HIGHWAY 111 SPUR IN CRAIG, 23.4 M (76.8 FT)
 LF0384'WEST OF THE CENTER OF A UTILITY LINE CROSSING THE TRACK, 15.1 M (49.5
 LF0384'FT) SOUTHWEST OF THE NEAR RAIL, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 LF0384'TRACK, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND IN A CONCRETE
 LF0384'MONUMENT THAT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0407 ***********************************************************************
 KD0407  DESIGNATION -  B 213
 KD0407  PID         -  KD0407
 KD0407  STATE/COUNTY-  MO/SALINE
 KD0407  USGS QUAD   -  MALTA BEND (1978)
 KD0407
 KD0407                         *CURRENT SURVEY CONTROL
 KD0407  ___________________________________________________________________
 KD0407* NAD 83(1986)-  39 14 11.     (N)    093 19 46.     (W)     SCALED    
 KD0407* NAVD 88     -       198.792  (meters)     652.20   (feet)  POSTED    
 KD0407  ___________________________________________________________________
 KD0407  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0407  DYNAMIC HT  -         198.670 (meters)     651.80  (feet)  COMP
 KD0407  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 KD0407
 KD0407  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0407
 KD0407.The horizontal coordinates were scaled from a topographic map and have
 KD0407.an estimated accuracy of +/- 6 seconds.
 KD0407
 KD0407.The orthometric height was determined by differential leveling
 KD0407.and adjusted by the National Geodetic Survey in 1992..
 KD0407.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0407.rate of 2.1 thru 3.0 mm/km.
 KD0407
 KD0407.The geoid height was determined by GEOID03.
 KD0407
 KD0407.The dynamic height is computed by dividing the NAVD 88
 KD0407.geopotential number by the normal gravity value computed on the
 KD0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0407.degrees latitude (g = 980.6199 gals.).
 KD0407
 KD0407.The modeled gravity was interpolated from observed gravity values.
 KD0407
 KD0407;                    North         East    Units  Estimated Accuracy
 KD0407;SPC MO C     -   378,000.      428,390.      MT  (+/- 180 meters Scaled)
 KD0407
 KD0407                          SUPERSEDED SURVEY CONTROL
 KD0407
 KD0407  NGVD 29 (??/??/92)  198.732  (m)          652.01   (f) ADJ UNCH    1 2
 KD0407
 KD0407.Superseded values are not recommended for survey control.
 KD0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0407.See file dsdata.txt to determine how the superseded data were derived.
 KD0407
 KD0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD715430(NAD 83)
 KD0407_MARKER: DB = BENCH MARK DISK
 KD0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0407_STAMPING: B 213 1948
 KD0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0407+STABILITY: SURFACE MOTION
 KD0407
 KD0407  HISTORY     - Date     Condition        Report By
 KD0407  HISTORY     - 1948     MONUMENTED       CGS
 KD0407
 KD0407                          STATION DESCRIPTION
 KD0407
 KD0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0407'4.2 MI NE FROM MALTA BEND.
 KD0407'2.2 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION OF LIN STREET
 KD0407'AND U.S. HIGHWAY 65 (STATE STREET) AT MALTA BEND, THENCE 1.6 MILE
 KD0407'EAST AND NORTH ALONG A ROAD FOLLOWING THE RIVER LEVEE, THENCE
 KD0407'0.45 MILE EAST ALONG A DIRT ROAD, 350.0 FEET NORTH OF THE CENTER
 KD0407'OF THE T-JUNCTION OF A NORTH-SOUTH ROAD AND THE ROAD LEADING
 KD0407'WEST, 113.0 FEET WEST OF THE TOP OF A LEVEE, 20.0 FEET WEST OF
 KD0407'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 8.7 FEET SOUTH OF A
 KD0407'48-INCH COTTONWOOD TREE, 1.2 FOOT EAST OF A REFERENCE POST, SET
 KD0407'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 KD0407'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0370 ***********************************************************************
 KD0370  DESIGNATION -  B 214
 KD0370  PID         -  KD0370
 KD0370  STATE/COUNTY-  MO/SALINE
 KD0370  USGS QUAD   -  MIAMI (1979)
 KD0370
 KD0370                         *CURRENT SURVEY CONTROL
 KD0370  ___________________________________________________________________
 KD0370* NAD 83(1986)-  39 20 58.     (N)    093 08 48.     (W)     SCALED    
 KD0370* NAVD 88     -       226.103  (meters)     741.81   (feet)  ADJUSTED  
 KD0370  ___________________________________________________________________
 KD0370  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0370  DYNAMIC HT  -         225.969 (meters)     741.37  (feet)  COMP
 KD0370  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 KD0370
 KD0370  VERT ORDER  -  FIRST     CLASS II
 KD0370
 KD0370.The horizontal coordinates were scaled from a topographic map and have
 KD0370.an estimated accuracy of +/- 6 seconds.
 KD0370
 KD0370.The orthometric height was determined by differential leveling
 KD0370.and adjusted by the National Geodetic Survey in June 1991..
 KD0370
 KD0370.The geoid height was determined by GEOID03.
 KD0370
 KD0370.The dynamic height is computed by dividing the NAVD 88
 KD0370.geopotential number by the normal gravity value computed on the
 KD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0370.degrees latitude (g = 980.6199 gals.).
 KD0370
 KD0370.The modeled gravity was interpolated from observed gravity values.
 KD0370
 KD0370;                    North         East    Units  Estimated Accuracy
 KD0370;SPC MO C     -   390,420.      444,260.      MT  (+/- 180 meters Scaled)
 KD0370
 KD0370                          SUPERSEDED SURVEY CONTROL
 KD0370
 KD0370  NGVD 29 (??/??/92)  226.082  (m)          741.74   (f) ADJ UNCH    1 2
 KD0370
 KD0370.Superseded values are not recommended for survey control.
 KD0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0370.See file dsdata.txt to determine how the superseded data were derived.
 KD0370
 KD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD873555(NAD 83)
 KD0370_MARKER: DB = BENCH MARK DISK
 KD0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0370_STAMPING: B 412 1948
 KD0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0370+STABILITY: SURFACE MOTION
 KD0370
 KD0370  HISTORY     - Date     Condition        Report By
 KD0370  HISTORY     - 1948     MONUMENTED       CGS
 KD0370  HISTORY     - 1964     GOOD             NGS
 KD0370
 KD0370                          STATION DESCRIPTION
 KD0370
 KD0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0370'5.1 MI E FROM MIAMI.
 KD0370'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0370'THE MIAMI TOLL BRIDGE AT MIAMI, THENCE 1.0 MILE NORTHEAST, 0.05
 KD0370'MILE SOUTH, 3.2 MILES EAST, 0.8 MILE NORTH ALONG DIRT ROADS,
 KD0370'AT THE FARM HOME OF K. JENNINGS, 174.0 FEET SOUTHEAST OF THE
 KD0370'SOUTHEAST CORNER OF THE HOUSE, 140.0 FEET SOUTH OF THE CENTER
 KD0370'LINE OF A PRIVATE DRIVE, 32.0 FEET WEST OF THE CENTER LINE OF
 KD0370'THE ROAD, 57.0 FEET EAST OF A 30-INCH WALNUT TREE, 11.0 FEET
 KD0370'SOUTH OF A 20-INCH BOX ELDER TREE, 1.0 FOOT NORTH OF A FENCE,
 KD0370'2.2 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KD0370'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KD0370
 KD0370                          STATION RECOVERY (1964)
 KD0370
 KD0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0391 ***********************************************************************
 KE0391  DESIGNATION -  B 215
 KE0391  PID         -  KE0391
 KE0391  STATE/COUNTY-  MO/BUCHANAN
 KE0391  USGS QUAD   -  WATHENA (1961)
 KE0391
 KE0391                         *CURRENT SURVEY CONTROL
 KE0391  ___________________________________________________________________
 KE0391* NAD 83(1986)-  39 50 07.     (N)    094 52 33.     (W)     SCALED    
 KE0391* NAVD 88     -       276.446  (meters)     906.97   (feet)  ADJUSTED  
 KE0391  ___________________________________________________________________
 KE0391  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KE0391  DYNAMIC HT  -         276.285 (meters)     906.45  (feet)  COMP
 KE0391  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 KE0391
 KE0391  VERT ORDER  -  FIRST     CLASS II
 KE0391
 KE0391.The horizontal coordinates were scaled from a topographic map and have
 KE0391.an estimated accuracy of +/- 6 seconds.
 KE0391
 KE0391.The orthometric height was determined by differential leveling
 KE0391.and adjusted by the National Geodetic Survey in June 1991..
 KE0391
 KE0391.The geoid height was determined by GEOID03.
 KE0391
 KE0391.The dynamic height is computed by dividing the NAVD 88
 KE0391.geopotential number by the normal gravity value computed on the
 KE0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0391.degrees latitude (g = 980.6199 gals.).
 KE0391
 KE0391.The modeled gravity was interpolated from observed gravity values.
 KE0391
 KE0391;                    North         East    Units  Estimated Accuracy
 KE0391;SPC MO W     -   407,250.      817,830.      MT  (+/- 180 meters Scaled)
 KE0391
 KE0391                          SUPERSEDED SURVEY CONTROL
 KE0391
 KE0391  NGVD 29 (??/??/92)  276.349  (m)          906.65   (f) ADJ UNCH    1 2
 KE0391
 KE0391.Superseded values are not recommended for survey control.
 KE0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0391.See file dsdata.txt to determine how the superseded data were derived.
 KE0391
 KE0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE394111(NAD 83)
 KE0391_MARKER: DB = BENCH MARK DISK
 KE0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0391_SP_SET: CULVERT
 KE0391_STAMPING: B 215 1948
 KE0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0391
 KE0391  HISTORY     - Date     Condition        Report By
 KE0391  HISTORY     - 1948     MONUMENTED       CGS
 KE0391  HISTORY     - 1961     GOOD             NGS
 KE0391  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0391
 KE0391                          STATION DESCRIPTION
 KE0391
 KE0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0391'3.7 MI S FROM AMAZONIA.
 KE0391'3.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0391'FROM THE STATION AT AMAZONIA, SET VERTICALLY IN THE SOUTHEAST
 KE0391'FACE OF A GRANITE BOULDER AT THE BOY SCOUT GEIGER CAMP, 669.0
 KE0391'FEET NORTHEAST ALONG THE MAIN CAMP ROAD FROM THE TRACK, 547.0
 KE0391'FEET NORTHEAST ALONG THE MAIN CAMP ROAD FROM THE MAIN GATE,
 KE0391'198.0 FEET SOUTHWEST OF THE SOUTH CORNER OF THE STONE BUILDING
 KE0391'USED AS A MESS HALL, 11.0 FEET SOUTHWEST OF THE CENTER LINE
 KE0391'OF SOME STONE STEPS, 12.0 FEET NORTHWEST OF THE CENTER LINE OF
 KE0391'THE MAIN CAMP ROAD, 7.0 FEET NORTH OF THE NORTH END OF A PIPE
 KE0391'CULVERT UNDER THE ROAD, 2.0 FEET ABOVE ROAD LEVEL.
 KE0391
 KE0391                          STATION RECOVERY (1961)
 KE0391
 KE0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0391'RECOVERED IN GOOD CONDITION.
 KE0391
 KE0391                          STATION RECOVERY (1989)
 KE0391
 KE0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0386 ***********************************************************************
 KE0386  DESIGNATION -  B 216
 KE0386  PID         -  KE0386
 KE0386  STATE/COUNTY-  MO/BUCHANAN
 KE0386  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0386
 KE0386                         *CURRENT SURVEY CONTROL
 KE0386  ___________________________________________________________________
 KE0386* NAD 83(1986)-  39 48 09.     (N)    094 52 27.     (W)     SCALED    
 KE0386* NAVD 88     -       250.414  (meters)     821.57   (feet)  ADJUSTED  
 KE0386  ___________________________________________________________________
 KE0386  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KE0386  DYNAMIC HT  -         250.266 (meters)     821.08  (feet)  COMP
 KE0386  MODELED GRAV-     980,032.0   (mgal)                       NAVD 88
 KE0386
 KE0386  VERT ORDER  -  FIRST     CLASS II
 KE0386
 KE0386.The horizontal coordinates were scaled from a topographic map and have
 KE0386.an estimated accuracy of +/- 6 seconds.
 KE0386
 KE0386.The orthometric height was determined by differential leveling
 KE0386.and adjusted by the National Geodetic Survey in June 1991..
 KE0386
 KE0386.The geoid height was determined by GEOID03.
 KE0386
 KE0386.The dynamic height is computed by dividing the NAVD 88
 KE0386.geopotential number by the normal gravity value computed on the
 KE0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0386.degrees latitude (g = 980.6199 gals.).
 KE0386
 KE0386.The modeled gravity was interpolated from observed gravity values.
 KE0386
 KE0386;                    North         East    Units  Estimated Accuracy
 KE0386;SPC MO W     -   403,610.      817,960.      MT  (+/- 180 meters Scaled)
 KE0386
 KE0386                          SUPERSEDED SURVEY CONTROL
 KE0386
 KE0386  NGVD 29 (??/??/92)  250.317  (m)          821.25   (f) ADJ UNCH    1 2
 KE0386
 KE0386.Superseded values are not recommended for survey control.
 KE0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0386.See file dsdata.txt to determine how the superseded data were derived.
 KE0386
 KE0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE395075(NAD 83)
 KE0386_MARKER: DB = BENCH MARK DISK
 KE0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0386_SP_SET: CONCRETE POST
 KE0386_STAMPING: B 216 1948
 KE0386_MARK LOGO: CGS   
 KE0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0386+STABILITY: SURFACE MOTION
 KE0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0386+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 KE0386
 KE0386  HISTORY     - Date     Condition        Report By
 KE0386  HISTORY     - 1948     MONUMENTED       CGS
 KE0386  HISTORY     - 1961     GOOD             NGS
 KE0386  HISTORY     - 19890815 GOOD             NGS
 KE0386
 KE0386                          STATION DESCRIPTION
 KE0386
 KE0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0386'3.7 MI N FROM ST JOSEPH.
 KE0386'3.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0386'FROM THE STATION AT ST. JOSEPH, AT THE SOUTHEAST CORNER OF
 KE0386'THE ST. JOSEPH WATER WORKS, 116.7 FEET WEST OF THE WEST RAIL OF
 KE0386'THE MOST WESTERLY MAIN TRACK, 51.0 FEET WEST OF THE CENTER LINE
 KE0386'OF A PAVED ROAD PARALLELING THE TRACK, 83.0 FEET SOUTH OF THE
 KE0386'CENTER LINE OF A PAVED ROAD LEADING WEST THENCE NORTH AROUND
 KE0386'THE FILTRATION TANKS, 21.1 FEET NORTH OF THE NORTHEAST
 KE0386'CORNER OF RESIDENCE OF C.C. FLOYD, 0.8 FOOT NORTH OF A
 KE0386'FENCE, 1.6 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 KE0386'A CONCRETE POST PROJECTING 0.4 FOOT FLUSH WITH THE GROUND.
 KE0386
 KE0386                          STATION RECOVERY (1961)
 KE0386
 KE0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0386'RECOVERED IN GOOD CONDITION.
 KE0386
 KE0386                          STATION RECOVERY (1989)
 KE0386
 KE0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0479 ***********************************************************************
 KE0479  DESIGNATION -  B 217
 KE0479  PID         -  KE0479
 KE0479  STATE/COUNTY-  MO/BUCHANAN
 KE0479  USGS QUAD   -  ATCHISON EAST (1984)
 KE0479
 KE0479                         *CURRENT SURVEY CONTROL
 KE0479  ___________________________________________________________________
 KE0479* NAD 83(1986)-  39 33 23.     (N)    095 05 29.     (W)     SCALED    
 KE0479* NAVD 88     -       239.572  (meters)     786.00   (feet)  ADJUSTED  
 KE0479  ___________________________________________________________________
 KE0479  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KE0479  DYNAMIC HT  -         239.428 (meters)     785.52  (feet)  COMP
 KE0479  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 KE0479
 KE0479  VERT ORDER  -  FIRST     CLASS II
 KE0479
 KE0479.The horizontal coordinates were scaled from a topographic map and have
 KE0479.an estimated accuracy of +/- 6 seconds.
 KE0479
 KE0479.The orthometric height was determined by differential leveling
 KE0479.and adjusted by the National Geodetic Survey in June 1991..
 KE0479
 KE0479.The geoid height was determined by GEOID03.
 KE0479
 KE0479.The dynamic height is computed by dividing the NAVD 88
 KE0479.geopotential number by the normal gravity value computed on the
 KE0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0479.degrees latitude (g = 980.6199 gals.).
 KE0479
 KE0479.The modeled gravity was interpolated from observed gravity values.
 KE0479
 KE0479;                    North         East    Units  Estimated Accuracy
 KE0479;SPC MO W     -   376,380.      799,180.      MT  (+/- 180 meters Scaled)
 KE0479
 KE0479                          SUPERSEDED SURVEY CONTROL
 KE0479
 KE0479  NGVD 29 (??/??/92)  239.476  (m)          785.68   (f) ADJ UNCH    1 2
 KE0479
 KE0479.Superseded values are not recommended for survey control.
 KE0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0479.See file dsdata.txt to determine how the superseded data were derived.
 KE0479
 KE0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD203806(NAD 83)
 KE0479_MARKER: DB = BENCH MARK DISK
 KE0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0479_SP_SET: CONCRETE POST
 KE0479_STAMPING: B 217 1948
 KE0479_MARK LOGO: CGS   
 KE0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0479+STABILITY: SURFACE MOTION
 KE0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0479+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1989
 KE0479
 KE0479  HISTORY     - Date     Condition        Report By
 KE0479  HISTORY     - 1948     MONUMENTED       CGS
 KE0479  HISTORY     - 1957     GOOD             NGS
 KE0479  HISTORY     - 19890820 GOOD             NGS
 KE0479
 KE0479                          STATION DESCRIPTION
 KE0479
 KE0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0479'0.9 MI E FROM EAST ATCHISON.
 KE0479'0.9 MILE EAST ALONG U.S. HIGHWAY NO. 59 FROM THE EAST END OF
 KE0479'THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT EAST ATCHISON,
 KE0479'AT THE EAST ATCHISON AIRPORT, 107.0 FEET SOUTH OF THE CENTER LINE
 KE0479'OF THE HIGHWAY, 213.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 KE0479'NORTHWEST-SOUTHEAST RUNWAY, 105.7 FEET SOUTHEAST OF A WINDSOCK,
 KE0479'2.0 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A HANGAR, 1.7
 KE0479'FEET WEST OF THE WEST END OF THE HANGAR, 1.1 FEET NORTH OF
 KE0479'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0479'0.2 FOOT ABOVE THE GROUND.
 KE0479
 KE0479                          STATION RECOVERY (1957)
 KE0479
 KE0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0479'RECOVERED IN GOOD CONDITION.
 KE0479
 KE0479                          STATION RECOVERY (1989)
 KE0479
 KE0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0151 ***********************************************************************
 KE0151  DESIGNATION -  B 218
 KE0151  PID         -  KE0151
 KE0151  STATE/COUNTY-  MO/JACKSON
 KE0151  USGS QUAD   -  KANSAS CITY (1991)
 KE0151
 KE0151                         *CURRENT SURVEY CONTROL
 KE0151  ___________________________________________________________________
 KE0151* NAD 83(1986)-  39 04 16.     (N)    094 30 27.     (W)     SCALED    
 KE0151* NAVD 88     -       230.345  (meters)     755.72   (feet)  ADJUSTED  
 KE0151  ___________________________________________________________________
 KE0151  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE0151  DYNAMIC HT  -         230.197 (meters)     755.24  (feet)  COMP
 KE0151  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 KE0151
 KE0151  VERT ORDER  -  FIRST     CLASS II
 KE0151
 KE0151.The horizontal coordinates were scaled from a topographic map and have
 KE0151.an estimated accuracy of +/- 6 seconds.
 KE0151
 KE0151.The orthometric height was determined by differential leveling
 KE0151.and adjusted by the National Geodetic Survey in June 1991..
 KE0151
 KE0151.The geoid height was determined by GEOID03.
 KE0151
 KE0151.The dynamic height is computed by dividing the NAVD 88
 KE0151.geopotential number by the normal gravity value computed on the
 KE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0151.degrees latitude (g = 980.6199 gals.).
 KE0151
 KE0151.The modeled gravity was interpolated from observed gravity values.
 KE0151
 KE0151;                    North         East    Units  Estimated Accuracy
 KE0151;SPC MO W     -   322,340.      849,350.      MT  (+/- 180 meters Scaled)
 KE0151
 KE0151                          SUPERSEDED SURVEY CONTROL
 KE0151
 KE0151  NGVD 29 (??/??/92)  230.265  (m)          755.46   (f) ADJ UNCH    1 2
 KE0151
 KE0151.Superseded values are not recommended for survey control.
 KE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0151.See file dsdata.txt to determine how the superseded data were derived.
 KE0151
 KE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD695257(NAD 83)
 KE0151_MARKER: DB = BENCH MARK DISK
 KE0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0151_STAMPING: B 218 1948
 KE0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0151+STABILITY: SURFACE MOTION
 KE0151
 KE0151  HISTORY     - Date     Condition        Report By
 KE0151  HISTORY     - 1948     MONUMENTED       CGS
 KE0151  HISTORY     - 1966     MARK NOT FOUND   NGS
 KE0151  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0151
 KE0151                          STATION DESCRIPTION
 KE0151
 KE0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0151'AT KANSAS CITY.
 KE0151'AT KANSAS CITY, AT THE HEART OF AMERICA AIRPORT, NEAR THE MAIN
 KE0151'GATE, 173.8 FEET WEST OF THE SOUTHWEST CORNER OF THE MAIN
 KE0151'OFFICE WHICH IS LOCATED AT THE WEST END OF A ROW OF HANGARS,
 KE0151'ABOUT 200.0 FEET SOUTHEAST OF THE SOUTHEAST END OF THE
 KE0151'NORTHEAST-SOUTHWEST RUNWAY, ABOUT 275.0 FEET NORTH OF U.S.
 KE0151'HIGHWAY NO. 40, 38.0 FEET WEST OF THE CENTER LINE OF THE MAIN
 KE0151'GATE, 1.1 FEET NORTH OF A WIRE FENCE, 2.2 FEET EAST OF A
 KE0151'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0151'0.3 FOOT ABOVE THE GROUND.  NOTE-- AIRPORT WAS CONVERTED INTO
 KE0151'A TRAILOR PARK AND OTHER USES AND MARK IS BELIEVED TO HAVE
 KE0151'BEEN DESTROYED.
 KE0151
 KE0151                          STATION RECOVERY (1966)
 KE0151
 KE0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KE0151'MARK NOT FOUND.
 KE0151
 KE0151                          STATION RECOVERY (2001)
 KE0151
 KE0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0151'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0058 ***********************************************************************
 KE0058  DESIGNATION -  B 219
 KE0058  PID         -  KE0058
 KE0058  STATE/COUNTY-  MO/JACKSON
 KE0058  USGS QUAD   -  BUCKNER (1990)
 KE0058
 KE0058                         *CURRENT SURVEY CONTROL
 KE0058  ___________________________________________________________________
 KE0058* NAD 83(1986)-  39 09 55.     (N)    094 08 53.     (W)     SCALED    
 KE0058* NAVD 88     -       219.848  (meters)     721.28   (feet)  ADJUSTED  
 KE0058  ___________________________________________________________________
 KE0058  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0058  DYNAMIC HT  -         219.710 (meters)     720.83  (feet)  COMP
 KE0058  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 KE0058
 KE0058  VERT ORDER  -  FIRST     CLASS II
 KE0058
 KE0058.The horizontal coordinates were scaled from a topographic map and have
 KE0058.an estimated accuracy of +/- 6 seconds.
 KE0058
 KE0058.The orthometric height was determined by differential leveling
 KE0058.and adjusted by the National Geodetic Survey in June 1991..
 KE0058
 KE0058.The geoid height was determined by GEOID03.
 KE0058
 KE0058.The dynamic height is computed by dividing the NAVD 88
 KE0058.geopotential number by the normal gravity value computed on the
 KE0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0058.degrees latitude (g = 980.6199 gals.).
 KE0058
 KE0058.The modeled gravity was interpolated from observed gravity values.
 KE0058
 KE0058;                    North         East    Units  Estimated Accuracy
 KE0058;SPC MO W     -   332,860.      880,420.      MT  (+/- 180 meters Scaled)
 KE0058
 KE0058                          SUPERSEDED SURVEY CONTROL
 KE0058
 KE0058  NGVD 29 (??/??/92)  219.764  (m)          721.01   (f) ADJ UNCH    1 2
 KE0058
 KE0058.Superseded values are not recommended for survey control.
 KE0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0058.See file dsdata.txt to determine how the superseded data were derived.
 KE0058
 KE0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD008357(NAD 83)
 KE0058_MARKER: DB = BENCH MARK DISK
 KE0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0058_SP_SET: CONCRETE POST
 KE0058_STAMPING: B 219 1948
 KE0058_MARK LOGO: CGS   
 KE0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0058+STABILITY: SURFACE MOTION
 KE0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0058+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 KE0058
 KE0058  HISTORY     - Date     Condition        Report By
 KE0058  HISTORY     - 1948     MONUMENTED       CGS
 KE0058  HISTORY     - 1960     GOOD             NGS
 KE0058  HISTORY     - 1986     GOOD             NGS
 KE0058  HISTORY     - 20051001 GOOD             GEOCAC
 KE0058
 KE0058                          STATION DESCRIPTION
 KE0058
 KE0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0058'3 MI NW FROM LEVASY.
 KE0058'1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0058'STATION SIGN AT LEVASY, THENCE 2.0 MILES NORTH ALONG A PAVED
 KE0058'ROAD, 0.45 MILE EAST, 0.1 MILE SOUTH AND 0.5 MILE EAST OF BENCH
 KE0058'MARK C 219, 0.3 MILE SOUTH OF P.B.M. 214 = 67/1, AT A JOG IN
 KE0058'THE NORTH-SOUTH ROAD AND AT A PAVED ROAD LEADING WEST, ON ABOUT
 KE0058'THE CENTER OF THE ROAD LEADING NORTH, 22.0 FEET SOUTHWEST OF THE
 KE0058'CENTER LINE OF THE ROAD LEADING SOUTHEAST, 34.0 FEET SOUTH OF
 KE0058'THE CENTER LINE OF THE ROAD LEADING WEST, 24.6 FEET SOUTHEAST OF
 KE0058'A POWER LINE POLE, 17.0 FEET SOUTHEAST OF THE CENTER LINE OF A
 KE0058'GATE, 7.0 FEET NORTHWEST OF A 4-FOOT ELM TREE, 1.5 FEET NORTHEAST
 KE0058'OF A FENCE, 1.4 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE
 KE0058'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0058
 KE0058                          STATION RECOVERY (1960)
 KE0058
 KE0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0058'RECOVERED IN GOOD CONDITION.
 KE0058
 KE0058                          STATION RECOVERY (1986)
 KE0058
 KE0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0058'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  21.1 KM (13.1
 KE0058'MI) EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH STATE
 KE0058'HIGHWAY 291 IN INDEPENDENCE, THENCE 3.3 KM (2.05 MI) NORTHERLY ALONG A
 KE0058'COUNTY ROAD.
 KE0058
 KE0058                          STATION RECOVERY (2005)
 KE0058
 KE0058'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0058'21.1 KM (13.1 MI) EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION
 KE0058'WITH STATE HIGHWAY 291 IN INDEPENDENCE, THENCE 3.3 KM (2.05 MI)
 KE0058'NORTHERLY ALONG SCHUSTER RD, AT THE INTERSECTION WITH TWIEHOUSE RD ON
 KE0058'ABOUT THE CENTER OF SCHUSTER RD LEADING NORTH.
 KE0058' 
 KE0058'6.7 M (22.0 FT) SOUTHWEST OF THE CENTER LINE OF THE SCHUSTER RD
 KE0058'LEADING SOUTHEAST, 10.3 M (34.0 FT) SOUTH OF THE CENTER LINE OF THE
 KE0058'TWIEHOUSE ROAD LEADING WEST, 12.4 M (40.75 FT) WEST OF UTILITY POLE
 KE0058'25444, 7.5 M (24.6 FT) SOUTHEAST OF A POWER LINE POLE, 1.5 FEET
 KE0058'NORTHEAST OF A FENCE, 1.4 FEET SOUTHEAST OF A METAL REFERENCE POST,
 KE0058'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KE0058' 
 KE0058'HANDHELD GPS COORDINATES (NAD83) N39 09 55.9 W94 08 53.4
 KE0058' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0159 ***********************************************************************
 HD0159  DESIGNATION -  B 22
 HD0159  PID         -  HD0159
 HD0159  STATE/COUNTY-  MO/PULASKI
 HD0159  USGS QUAD   -  DIXON (1982)
 HD0159
 HD0159                         *CURRENT SURVEY CONTROL
 HD0159  ___________________________________________________________________
 HD0159* NAD 83(1986)-  37 59 36.     (N)    092 05 59.     (W)     SCALED    
 HD0159* NAVD 88     -       358.330  (meters)    1175.62   (feet)  ADJUSTED  
 HD0159  ___________________________________________________________________
 HD0159  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HD0159  DYNAMIC HT  -         358.069 (meters)    1174.76  (feet)  COMP
 HD0159  MODELED GRAV-     979,888.3   (mgal)                       NAVD 88
 HD0159
 HD0159  VERT ORDER  -  SECOND    CLASS 0
 HD0159
 HD0159.The horizontal coordinates were scaled from a topographic map and have
 HD0159.an estimated accuracy of +/- 6 seconds.
 HD0159
 HD0159.The orthometric height was determined by differential leveling
 HD0159.and adjusted by the National Geodetic Survey in June 1991..
 HD0159
 HD0159.The geoid height was determined by GEOID03.
 HD0159
 HD0159.The dynamic height is computed by dividing the NAVD 88
 HD0159.geopotential number by the normal gravity value computed on the
 HD0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0159.degrees latitude (g = 980.6199 gals.).
 HD0159
 HD0159.The modeled gravity was interpolated from observed gravity values.
 HD0159
 HD0159;                    North         East    Units  Estimated Accuracy
 HD0159;SPC MO C     -   239,770.      535,160.      MT  (+/- 180 meters Scaled)
 HD0159
 HD0159                          SUPERSEDED SURVEY CONTROL
 HD0159
 HD0159  NGVD 29 (??/??/92)  358.235  (m)         1175.31   (f) ADJ UNCH    2 0
 HD0159
 HD0159.Superseded values are not recommended for survey control.
 HD0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0159.See file dsdata.txt to determine how the superseded data were derived.
 HD0159
 HD0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC790054(NAD 83)
 HD0159_MARKER: DD = SURVEY DISK
 HD0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0159_STAMPING: 1175 B 22 1925
 HD0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0159+STABILITY: SURFACE MOTION
 HD0159
 HD0159  HISTORY     - Date     Condition        Report By
 HD0159  HISTORY     - 1925     MONUMENTED       USGS
 HD0159  HISTORY     - 1946     GOOD             NGS
 HD0159
 HD0159                          STATION DESCRIPTION
 HD0159
 HD0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0159'AT DIXON.
 HD0159'AT DIXON, AND AT THE SOUTHWEST CORNER OF THE CITY PARK, 75 FEET
 HD0159'EAST OF THE CENTER LINE OF A NORTH-SOUTH STREET, 40 FEET NORTH
 HD0159'OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF AN EAST-WEST
 HD0159'STREET, 36 FEET EAST OF A WATER HYDRANT, 15 FEET EAST OF THE
 HD0159'SOUTHEAST CORNER OF A CONCRETE WELL CURB, 3 FEET NORTH OF THE
 HD0159'NORTH EDGE OF A CONCRETE SIDEWALK.  A BRONZE DISK SET IN THE
 HD0159'TOP OF A STOVE PIPE FILLED WITH CONCRETE WHICH IS ABOUT FLUSH WITH
 HD0159'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1508 ***********************************************************************
 JD1508  DESIGNATION -  B 22
 JD1508  PID         -  JD1508
 JD1508  STATE/COUNTY-  MO/ST CLAIR
 JD1508  USGS QUAD   -  LOWRY CITY (1991)
 JD1508
 JD1508                         *CURRENT SURVEY CONTROL
 JD1508  ___________________________________________________________________
 JD1508* NAD 83(1986)-  38 09 31.     (N)    093 43 42.     (W)     SCALED    
 JD1508* NAVD 88     -       267.320  (meters)     877.03   (feet)  ADJUSTED  
 JD1508  ___________________________________________________________________
 JD1508  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JD1508  DYNAMIC HT  -         267.127 (meters)     876.40  (feet)  COMP
 JD1508  MODELED GRAV-     979,902.9   (mgal)                       NAVD 88
 JD1508
 JD1508  VERT ORDER  -  SECOND    CLASS 0
 JD1508
 JD1508.The horizontal coordinates were scaled from a topographic map and have
 JD1508.an estimated accuracy of +/- 6 seconds.
 JD1508
 JD1508.The orthometric height was determined by differential leveling
 JD1508.and adjusted by the National Geodetic Survey in June 1991..
 JD1508
 JD1508.The geoid height was determined by GEOID03.
 JD1508
 JD1508.The dynamic height is computed by dividing the NAVD 88
 JD1508.geopotential number by the normal gravity value computed on the
 JD1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1508.degrees latitude (g = 980.6199 gals.).
 JD1508
 JD1508.The modeled gravity was interpolated from observed gravity values.
 JD1508
 JD1508;                    North         East    Units  Estimated Accuracy
 JD1508;SPC MO W     -   221,340.      917,630.      MT  (+/- 180 meters Scaled)
 JD1508
 JD1508                          SUPERSEDED SURVEY CONTROL
 JD1508
 JD1508  NGVD 29 (??/??/92)  267.201  (m)          876.64   (f) ADJ UNCH    2 0
 JD1508
 JD1508.Superseded values are not recommended for survey control.
 JD1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1508.See file dsdata.txt to determine how the superseded data were derived.
 JD1508
 JD1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC361236(NAD 83)
 JD1508_MARKER: DB = BENCH MARK DISK
 JD1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1508_STAMPING: B 22 1934
 JD1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1508+STABILITY: SURFACE MOTION
 JD1508
 JD1508  HISTORY     - Date     Condition        Report By
 JD1508  HISTORY     - 1934     MONUMENTED       CGS
 JD1508  HISTORY     - 1962     GOOD             NGS
 JD1508
 JD1508                          STATION DESCRIPTION
 JD1508
 JD1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1508'1.2 MI N FROM LOWRY CITY.
 JD1508'ABOUT 1.25 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1508'FROM THE STATION AT LOWRY CITY, IN SECTION 12, T 39 N, R 26 W,
 JD1508'AT A COUNTY ROAD CROSSING, 2 POLES NORTH OF MILEPOST 106, 44
 JD1508'FEET EAST OF THE EAST RAIL, 54 FEET EAST-NORTHEAST OF THE CENTER
 JD1508'OF THE ROAD CROSSING, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JD1508'17 FEET WEST OF A POWER POLE, 1.0 FOOT EAST OF A METAL WITNESS
 JD1508'POST, ABOUT LEVEL WITH THE RAIL AND SET IN THE TOP OF A CONCRETE
 JD1508'POST PROJECTING 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0623 ***********************************************************************
 KD0623  DESIGNATION -  B 220
 KD0623  PID         -  KD0623
 KD0623  STATE/COUNTY-  MO/LAFAYETTE
 KD0623  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0623
 KD0623                         *CURRENT SURVEY CONTROL
 KD0623  ___________________________________________________________________
 KD0623* NAD 83(1986)-  39 08 04.     (N)    093 58 57.     (W)     SCALED    
 KD0623* NAVD 88     -       241.720  (meters)     793.04   (feet)  ADJUSTED  
 KD0623  ___________________________________________________________________
 KD0623  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0623  DYNAMIC HT  -         241.568 (meters)     792.54  (feet)  COMP
 KD0623  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 KD0623
 KD0623  VERT ORDER  -  FIRST     CLASS II
 KD0623
 KD0623.The horizontal coordinates were scaled from a topographic map and have
 KD0623.an estimated accuracy of +/- 6 seconds.
 KD0623
 KD0623.The orthometric height was determined by differential leveling
 KD0623.and adjusted by the National Geodetic Survey in June 1991..
 KD0623
 KD0623.The geoid height was determined by GEOID03.
 KD0623
 KD0623.The dynamic height is computed by dividing the NAVD 88
 KD0623.geopotential number by the normal gravity value computed on the
 KD0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0623.degrees latitude (g = 980.6199 gals.).
 KD0623
 KD0623.The modeled gravity was interpolated from observed gravity values.
 KD0623
 KD0623;                    North         East    Units  Estimated Accuracy
 KD0623;SPC MO W     -   329,500.      894,740.      MT  (+/- 180 meters Scaled)
 KD0623
 KD0623                          SUPERSEDED SURVEY CONTROL
 KD0623
 KD0623  NGVD 29 (??/??/92)  241.616  (m)          792.70   (f) ADJ UNCH    1 2
 KD0623
 KD0623.Superseded values are not recommended for survey control.
 KD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0623.See file dsdata.txt to determine how the superseded data were derived.
 KD0623
 KD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD150321(NAD 83)
 KD0623_MARKER: DB = BENCH MARK DISK
 KD0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0623_SP_SET: CONCRETE POST
 KD0623_STAMPING: B 220 1948
 KD0623_MARK LOGO: CGS   
 KD0623_PROJECTION: PROJECTING 10 CENTIMETERS
 KD0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0623+STABILITY: SURFACE MOTION
 KD0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0623+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 KD0623
 KD0623  HISTORY     - Date     Condition        Report By
 KD0623  HISTORY     - 1948     MONUMENTED       CGS
 KD0623  HISTORY     - 1962     GOOD             NGS
 KD0623  HISTORY     - 1986     GOOD             NGS
 KD0623  HISTORY     - 20050325 GOOD             MODNR
 KD0623  HISTORY     - 20051001 GOOD             GEOCAC
 KD0623
 KD0623                          STATION DESCRIPTION
 KD0623
 KD0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0623'AT WELLINGTON.
 KD0623'AT THE NORTHWEST CORNER OF A SMALL CITY PARK, 56 FEET SOUTHEAST
 KD0623'ACROSS AN ASPHALT STREET FROM THE SOUTHEAST CORNER OF A
 KD0623'TRUCK SCALE, 35 FEET EAST OF THE CENTERLINE OF THE ASPHALT
 KD0623'STREET, 30 FEET SOUTH OF THE CENTERLINE OF THE ASPHALT STREET,
 KD0623'2.2 FEET EAST OF A LIGHT POLE, AND SET IN THE TOP OF A CONCRETE
 KD0623'POST LEVEL WITH THE GROUND.
 KD0623
 KD0623                          STATION RECOVERY (1986)
 KD0623
 KD0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0623'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 KD0623'WELLINGTON, AT THE JUNCTION OF FOURTH AND WALNUT STREETS, NEAR THE
 KD0623'NORTHWEST CORNER OF THE CITY PARK, 10.7 M (35.1 FT) SOUTH OF THE
 KD0623'CENTER OF FOURTH STREET, 9.2 M (30.2 FT) EAST OF THE CENTER OF WALNUT
 KD0623'STREET, 1.3 M (4.3 FT) SOUTH OF THE NORTHWEST CORNER OF A SHELTER
 KD0623'HOUSE, AND 0.7 M (2.3 FT) EAST OF A UTILITY POLE.
 KD0623'THE MARK IS ABOVE LEVEL WITH THE STREET.
 KD0623
 KD0623                          STATION RECOVERY (2005)
 KD0623
 KD0623'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0623'RECOVERED IN GOOD CONDITION.
 KD0623
 KD0623                          STATION RECOVERY (2005)
 KD0623
 KD0623'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD0623'HANDHELD GPS COORDINATES (NAD 83) N39 08 04.0 W93 58 58.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0070 ***********************************************************************
 JD0070  DESIGNATION -  B 221
 JD0070  PID         -  JD0070
 JD0070  STATE/COUNTY-  MO/COLE
 JD0070  USGS QUAD   -  HARTSBURG (1981)
 JD0070
 JD0070                         *CURRENT SURVEY CONTROL
 JD0070  ___________________________________________________________________
 JD0070* NAD 83(1986)-  38 42 12.     (N)    092 22 25.     (W)     SCALED    
 JD0070* NAVD 88     -       173.910  (meters)     570.57   (feet)  ADJUSTED  
 JD0070  ___________________________________________________________________
 JD0070  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD0070  DYNAMIC HT  -         173.795 (meters)     570.19  (feet)  COMP
 JD0070  MODELED GRAV-     979,967.0   (mgal)                       NAVD 88
 JD0070
 JD0070  VERT ORDER  -  FIRST     CLASS II
 JD0070
 JD0070.The horizontal coordinates were scaled from a topographic map and have
 JD0070.an estimated accuracy of +/- 6 seconds.
 JD0070
 JD0070.The orthometric height was determined by differential leveling
 JD0070.and adjusted by the National Geodetic Survey in June 1991..
 JD0070
 JD0070.The geoid height was determined by GEOID03.
 JD0070
 JD0070.The dynamic height is computed by dividing the NAVD 88
 JD0070.geopotential number by the normal gravity value computed on the
 JD0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0070.degrees latitude (g = 980.6199 gals.).
 JD0070
 JD0070.The modeled gravity was interpolated from observed gravity values.
 JD0070
 JD0070;                    North         East    Units  Estimated Accuracy
 JD0070;SPC MO C     -   318,510.      510,990.      MT  (+/- 180 meters Scaled)
 JD0070
 JD0070                          SUPERSEDED SURVEY CONTROL
 JD0070
 JD0070  NGVD 29 (??/??/92)  173.864  (m)          570.42   (f) ADJ UNCH    1 2
 JD0070
 JD0070.Superseded values are not recommended for survey control.
 JD0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0070.See file dsdata.txt to determine how the superseded data were derived.
 JD0070
 JD0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC544840(NAD 83)
 JD0070_MARKER: DB = BENCH MARK DISK
 JD0070_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JD0070_SP_SET: UNSPECIFIED ROCK
 JD0070_STAMPING: B 221 1948
 JD0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0070
 JD0070  HISTORY     - Date     Condition        Report By
 JD0070  HISTORY     - 1948     MONUMENTED       CGS
 JD0070  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0070
 JD0070                          STATION DESCRIPTION
 JD0070
 JD0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0070'1 MI NW FROM MARION.
 JD0070'1.0 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0070'THE STATION AT MARION, SET VERTICALLY IN THE SOUTHWEST FACE
 JD0070'OF A SANDSTONE ROCK ON THE NORTHEAST SIDE OF THE TRACK AND AT
 JD0070'A DEEP ROCK CUT IN THE RAILROAD, 54.0 FEET NORTHWEST OF TELEGRAPH
 JD0070'MILEPOST NO. 140, 47.0 FEET SOUTHEAST OF A 8-INCH SQUARE CONCRETE
 JD0070'MILEPOST NO. 140, 109.8 FEET SOUTHEAST OF POLE NO. 140-1, 6.3
 JD0070'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 4.5 FEET
 JD0070'ABOVE TRACK LEVEL.
 JD0070
 JD0070                          STATION RECOVERY (1986)
 JD0070
 JD0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0422 ***********************************************************************
 JD0422  DESIGNATION -  B 222
 JD0422  PID         -  JD0422
 JD0422  STATE/COUNTY-  MO/COOPER
 JD0422  USGS QUAD   -  ROCHEPORT (1979)
 JD0422
 JD0422                         *CURRENT SURVEY CONTROL
 JD0422  ___________________________________________________________________
 JD0422* NAD 83(1986)-  38 56 16.     (N)    092 33 31.     (W)     SCALED    
 JD0422* NAVD 88     -       177.179  (meters)     581.29   (feet)  ADJUSTED  
 JD0422  ___________________________________________________________________
 JD0422  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JD0422  DYNAMIC HT  -         177.063 (meters)     580.91  (feet)  COMP
 JD0422  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 JD0422
 JD0422  VERT ORDER  -  FIRST     CLASS II
 JD0422
 JD0422.The horizontal coordinates were scaled from a topographic map and have
 JD0422.an estimated accuracy of +/- 6 seconds.
 JD0422
 JD0422.The orthometric height was determined by differential leveling
 JD0422.and adjusted by the National Geodetic Survey in June 1991..
 JD0422
 JD0422.The geoid height was determined by GEOID03.
 JD0422
 JD0422.The dynamic height is computed by dividing the NAVD 88
 JD0422.geopotential number by the normal gravity value computed on the
 JD0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0422.degrees latitude (g = 980.6199 gals.).
 JD0422
 JD0422.The modeled gravity was interpolated from observed gravity values.
 JD0422
 JD0422;                    North         East    Units  Estimated Accuracy
 JD0422;SPC MO C     -   344,530.      494,920.      MT  (+/- 180 meters Scaled)
 JD0422
 JD0422                          SUPERSEDED SURVEY CONTROL
 JD0422
 JD0422  NGVD 29 (??/??/92)  177.137  (m)          581.16   (f) ADJ UNCH    1 2
 JD0422
 JD0422.Superseded values are not recommended for survey control.
 JD0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0422.See file dsdata.txt to determine how the superseded data were derived.
 JD0422
 JD0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD382099(NAD 83)
 JD0422_MARKER: DB = BENCH MARK DISK
 JD0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0422_STAMPING: B 222 1948
 JD0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0422+STABILITY: SURFACE MOTION
 JD0422
 JD0422  HISTORY     - Date     Condition        Report By
 JD0422  HISTORY     - 1948     MONUMENTED       CGS
 JD0422  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0422
 JD0422                          STATION DESCRIPTION
 JD0422
 JD0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0422'1.2 MI SE FROM OVERTON.
 JD0422'1.0 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0422'GRADE CROSSING OF STATE HIGHWAY NO. 98 AT OVERTON, THENCE 0.2
 JD0422'MILE EAST ALONG A DIRT ROAD, 0.2 MILES EAST OF A CROSSING AT
 JD0422'POLE NO. 159-32, 24.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JD0422'OF AN ABANDONED FARMHOUSE, 52.0 FEET NORTH OF THE CENTER LINE
 JD0422'OF THE EAST-WEST ROAD, 72.0 FEET EAST OF THE CENTER LINE OF A
 JD0422'FIELD ROAD LEADING NORTH, 19.0 FEET NORTH OF A 40-INCH TREE, 1.2
 JD0422'FEET WEST OF A NORTH-SOUTH FENCE, 1.3 FEET SOUTH OF A REFERENCE
 JD0422'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JD0422'ABOVE THE GROUND.
 JD0422
 JD0422                          STATION RECOVERY (1986)
 JD0422
 JD0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0166 ***********************************************************************
 KD0166  DESIGNATION -  B 223
 KD0166  PID         -  KD0166
 KD0166  STATE/COUNTY-  MO/HOWARD
 KD0166  USGS QUAD   -  SALINE CITY (1971)
 KD0166
 KD0166                         *CURRENT SURVEY CONTROL
 KD0166  ___________________________________________________________________
 KD0166* NAD 83(1986)-  39 10 06.     (N)    092 53 23.     (W)     SCALED    
 KD0166* NAVD 88     -       188.059  (meters)     616.99   (feet)  ADJUSTED  
 KD0166  ___________________________________________________________________
 KD0166  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0166  DYNAMIC HT  -         187.944 (meters)     616.61  (feet)  COMP
 KD0166  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 KD0166
 KD0166  VERT ORDER  -  FIRST     CLASS II
 KD0166
 KD0166.The horizontal coordinates were scaled from a topographic map and have
 KD0166.an estimated accuracy of +/- 6 seconds.
 KD0166
 KD0166.The orthometric height was determined by differential leveling
 KD0166.and adjusted by the National Geodetic Survey in June 1991..
 KD0166
 KD0166.The geoid height was determined by GEOID03.
 KD0166
 KD0166.The dynamic height is computed by dividing the NAVD 88
 KD0166.geopotential number by the normal gravity value computed on the
 KD0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0166.degrees latitude (g = 980.6199 gals.).
 KD0166
 KD0166.The modeled gravity was interpolated from observed gravity values.
 KD0166
 KD0166;                    North         East    Units  Estimated Accuracy
 KD0166;SPC MO C     -   370,190.      466,320.      MT  (+/- 180 meters Scaled)
 KD0166
 KD0166                          SUPERSEDED SURVEY CONTROL
 KD0166
 KD0166  NGVD 29 (??/??/92)  188.030  (m)          616.90   (f) ADJ UNCH    1 2
 KD0166
 KD0166.Superseded values are not recommended for survey control.
 KD0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0166.See file dsdata.txt to determine how the superseded data were derived.
 KD0166
 KD0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD095354(NAD 83)
 KD0166_MARKER: DB = BENCH MARK DISK
 KD0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0166_STAMPING: B 223 1948
 KD0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0166+STABILITY: SURFACE MOTION
 KD0166
 KD0166  HISTORY     - Date     Condition        Report By
 KD0166  HISTORY     - 1948     MONUMENTED       CGS
 KD0166  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0166  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0166
 KD0166                          STATION DESCRIPTION
 KD0166
 KD0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0166'4.6 MI S FROM GLASGOW.
 KD0166'3.2 MILES SOUTH ALONG THE EAST BANK OF THE MISSOURI RIVER FROM
 KD0166'THE EAST END OF STATE HIGHWAY NO. 240 BRIDGE AT GLASGOW, THENCE
 KD0166'1.35 MILES SOUTH ALONG THE RIVER ROAD, 4.65 MILES NORTH ALONG THE
 KD0166'RIVER ROAD FROM LISBON, 104.0 FEET WEST OF THE NORTHWEST CORNER
 KD0166'OF THE FARMHOUSE OCCUPIED BY H.C. ALKIRE, 95.2 FEET NORTH OF THE
 KD0166'NORTHEAST CORNER OF A BRIDGE OVER A SMALL STREAM, 59.7 FEET
 KD0166'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE ON THE WEST SIDE
 KD0166'OF THE ROAD, 26.0 FEET EAST OF THE CENTER LINE OF THE ROAD, AT
 KD0166'THE SOUTHWEST CORNER OF A SMALL GARDEN, 43.0 FEET NORTHWEST OF A
 KD0166'4-FOOT MAPLE TREE, 0.8 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A
 KD0166'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KD0166
 KD0166                          STATION RECOVERY (1967)
 KD0166
 KD0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0166'MARK NOT FOUND.
 KD0166
 KD0166                          STATION RECOVERY (1986)
 KD0166
 KD0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0471 ***********************************************************************
 KD0471  DESIGNATION -  B 224
 KD0471  PID         -  KD0471
 KD0471  STATE/COUNTY-  MO/CARROLL
 KD0471  USGS QUAD   -  MIAMI (1979)
 KD0471
 KD0471                         *CURRENT SURVEY CONTROL
 KD0471  ___________________________________________________________________
 KD0471* NAD 83(1986)-  39 21 58.     (N)    093 13 57.     (W)     SCALED    
 KD0471* NAVD 88     -       194.836  (meters)     639.22   (feet)  ADJUSTED  
 KD0471  ___________________________________________________________________
 KD0471  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD0471  DYNAMIC HT  -         194.720 (meters)     638.84  (feet)  COMP
 KD0471  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 KD0471
 KD0471  VERT ORDER  -  FIRST     CLASS II
 KD0471
 KD0471.The horizontal coordinates were scaled from a topographic map and have
 KD0471.an estimated accuracy of +/- 6 seconds.
 KD0471
 KD0471.The orthometric height was determined by differential leveling
 KD0471.and adjusted by the National Geodetic Survey in June 1991..
 KD0471
 KD0471.The geoid height was determined by GEOID03.
 KD0471
 KD0471.The dynamic height is computed by dividing the NAVD 88
 KD0471.geopotential number by the normal gravity value computed on the
 KD0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0471.degrees latitude (g = 980.6199 gals.).
 KD0471
 KD0471.The modeled gravity was interpolated from observed gravity values.
 KD0471
 KD0471;                    North         East    Units  Estimated Accuracy
 KD0471;SPC MO C     -   392,330.      436,880.      MT  (+/- 180 meters Scaled)
 KD0471
 KD0471                          SUPERSEDED SURVEY CONTROL
 KD0471
 KD0471  NGVD 29 (??/??/92)  194.815  (m)          639.16   (f) ADJ UNCH    1 2
 KD0471
 KD0471.Superseded values are not recommended for survey control.
 KD0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0471.See file dsdata.txt to determine how the superseded data were derived.
 KD0471
 KD0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD799574(NAD 83)
 KD0471_MARKER: DB = BENCH MARK DISK
 KD0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0471_SP_SET: CULVERT
 KD0471_STAMPING: B 224 1948
 KD0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0471
 KD0471  HISTORY     - Date     Condition        Report By
 KD0471  HISTORY     - 1948     MONUMENTED       CGS
 KD0471  HISTORY     - 1964     GOOD             NGS
 KD0471
 KD0471                          STATION DESCRIPTION
 KD0471
 KD0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0471'1.5 MI SW FROM DE WITT.
 KD0471'1.5 MILE SOUTHWEST ALONG THE WABASH RAILROAD FROM THE STATION
 KD0471'AT DE WITT, 0.55 MILE NORTHEAST OF THE CROSSING OF THE
 KD0471'RAILROAD AND STATE HIGHWAY 41, IN THE EAST HEADWALL OF A CULVERT
 KD0471'UNDER A NORTH-SOUTH DIRT ROAD, 92.0 FEET SOUTH OF THE SOUTH RAIL
 KD0471'OF THE RAILROAD, 12.0 FEET EAST OF THE CENTER LINE OF THE
 KD0471'NORTH-SOUTH ROAD, 32.0 FEET SOUTH OF THE CENTER LINE OF A
 KD0471'DIRT ROAD LEADING EAST ALONG THE RAILROAD TRACK, 44.0 FEET
 KD0471'NORTHWEST OF A 48-INCH COTTONWOOD TREE, 8.0 FEET NORTH OF A
 KD0471'24-INCH MAPLE TREE.
 KD0471
 KD0471                          STATION RECOVERY (1964)
 KD0471
 KD0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0666 ***********************************************************************
 HC0666  DESIGNATION -  B 225
 HC0666  PID         -  HC0666
 HC0666  STATE/COUNTY-  MO/PHELPS
 HC0666  USGS QUAD   -  DILLON (1992)
 HC0666
 HC0666                         *CURRENT SURVEY CONTROL
 HC0666  ___________________________________________________________________
 HC0666* NAD 83(1986)-  37 58 22.     (N)    091 41 35.     (W)     SCALED    
 HC0666* NAVD 88     -       334.536  (meters)    1097.56   (feet)  ADJUSTED  
 HC0666  ___________________________________________________________________
 HC0666  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HC0666  DYNAMIC HT  -         334.288 (meters)    1096.74  (feet)  COMP
 HC0666  MODELED GRAV-     979,879.7   (mgal)                       NAVD 88
 HC0666
 HC0666  VERT ORDER  -  FIRST     CLASS II
 HC0666
 HC0666.The horizontal coordinates were scaled from a topographic map and have
 HC0666.an estimated accuracy of +/- 6 seconds.
 HC0666
 HC0666.The orthometric height was determined by differential leveling
 HC0666.and adjusted by the National Geodetic Survey in June 1991..
 HC0666
 HC0666.The geoid height was determined by GEOID03.
 HC0666
 HC0666.The dynamic height is computed by dividing the NAVD 88
 HC0666.geopotential number by the normal gravity value computed on the
 HC0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0666.degrees latitude (g = 980.6199 gals.).
 HC0666
 HC0666.The modeled gravity was interpolated from observed gravity values.
 HC0666
 HC0666;                    North         East    Units  Estimated Accuracy
 HC0666;SPC MO C     -   237,720.      570,900.      MT  (+/- 180 meters Scaled)
 HC0666
 HC0666                          SUPERSEDED SURVEY CONTROL
 HC0666
 HC0666  NGVD 29 (??/??/92)  334.495  (m)         1097.42   (f) ADJ UNCH    1 2
 HC0666
 HC0666.Superseded values are not recommended for survey control.
 HC0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0666.See file dsdata.txt to determine how the superseded data were derived.
 HC0666
 HC0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC147036(NAD 83)
 HC0666_MARKER: DB = BENCH MARK DISK
 HC0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0666_STAMPING: B 225 1949
 HC0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0666+STABILITY: SURFACE MOTION
 HC0666
 HC0666  HISTORY     - Date     Condition        Report By
 HC0666  HISTORY     - 1949     MONUMENTED       CGS
 HC0666
 HC0666                          STATION DESCRIPTION
 HC0666
 HC0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0666'5 MI SW FROM ST JAMES.
 HC0666'ABOUT 5.05 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 HC0666'RAILWAY FROM THE STATION AT ST. JAMES, ABOUT 5.2 MILES NORTHEAST
 HC0666'ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT
 HC0666'ROLLA, AT MILE POLE 105-14 1/2, ABOUT 130 YARDS EAST OF A SMALL
 HC0666'RAILROAD BUILDING NAMED DILLON, ABOUT 58 YARDS EAST OF A PRIVATE
 HC0666'ROAD CROSSING, 81 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 HC0666'OF AN OLD CHURCH BUILDING, 48 FEET SOUTHEAST OF THE SOUTHEAST
 HC0666'RAIL OF THE MAIN TRACK, 39 FEET NORTH-NORTHWEST OF TELEPHONE POLE
 HC0666'H8, 1 FOOT SOUTHEAST OF THE R/W FENCE, 2 FEET WEST OF A WHITE
 HC0666'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK
 HC0666'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0788 ***********************************************************************
 JC0788  DESIGNATION -  B 226
 JC0788  PID         -  JC0788
 JC0788  STATE/COUNTY-  MO/CRAWFORD
 JC0788  USGS QUAD   -  LEASBURG (1980)
 JC0788
 JC0788                         *CURRENT SURVEY CONTROL
 JC0788  ___________________________________________________________________
 JC0788* NAD 83(1986)-  38 06 45.     (N)    091 16 34.     (W)     SCALED    
 JC0788* NAVD 88     -       308.533  (meters)    1012.25   (feet)  ADJUSTED  
 JC0788  ___________________________________________________________________
 JC0788  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JC0788  DYNAMIC HT  -         308.315 (meters)    1011.53  (feet)  COMP
 JC0788  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 JC0788
 JC0788  VERT ORDER  -  FIRST     CLASS II
 JC0788
 JC0788.The horizontal coordinates were scaled from a topographic map and have
 JC0788.an estimated accuracy of +/- 6 seconds.
 JC0788
 JC0788.The orthometric height was determined by differential leveling
 JC0788.and adjusted by the National Geodetic Survey in June 1991..
 JC0788
 JC0788.The geoid height was determined by GEOID03.
 JC0788
 JC0788.The dynamic height is computed by dividing the NAVD 88
 JC0788.geopotential number by the normal gravity value computed on the
 JC0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0788.degrees latitude (g = 980.6199 gals.).
 JC0788
 JC0788.The modeled gravity was interpolated from observed gravity values.
 JC0788
 JC0788;                    North         East    Units  Estimated Accuracy
 JC0788;SPC MO E     -   253,200.      181,940.      MT  (+/- 180 meters Scaled)
 JC0788
 JC0788                          SUPERSEDED SURVEY CONTROL
 JC0788
 JC0788  NGVD 29 (??/??/92)  308.535  (m)         1012.25   (f) ADJ UNCH    1 2
 JC0788
 JC0788.Superseded values are not recommended for survey control.
 JC0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0788.See file dsdata.txt to determine how the superseded data were derived.
 JC0788
 JC0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC511197(NAD 83)
 JC0788_MARKER: DB = BENCH MARK DISK
 JC0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0788_STAMPING: B 226 1949
 JC0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0788+STABILITY: SURFACE MOTION
 JC0788
 JC0788  HISTORY     - Date     Condition        Report By
 JC0788  HISTORY     - 1949     MONUMENTED       CGS
 JC0788
 JC0788                          STATION DESCRIPTION
 JC0788
 JC0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0788'3.3 MI SW FROM BOURBON.
 JC0788'ABOUT 3.3 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0788'FROM THE STATION AT BOURBON, ABOUT 0.4 MILE SOUTH OF STATION AT
 JC0788'COFFEYTON, 207 FEET NORTH OF THE NORTH GATE POST IN THE R/W FENCE
 JC0788'TO A PRIVATE ROADCROSSING, ABOUT 117 YARDS SOUTH OF SEMAPHORE 77.6,
 JC0788'ABOUT 68 YARDS NORTH OF A PRIVATE FIELD ROAD CROSSING, 45.4 FEET
 JC0788'EAST OF THE EAST RAIL OF THE MAIN TRACK, AT MILE POLE 77-26, 1 FOOT
 JC0788'WEST OF THE R/W FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 JC0788'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 JC0788'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0750 ***********************************************************************
 JC0750  DESIGNATION -  B 227
 JC0750  PID         -  JC0750
 JC0750  STATE/COUNTY-  MO/FRANKLIN
 JC0750  USGS QUAD   -  STANTON (1980)
 JC0750
 JC0750                         *CURRENT SURVEY CONTROL
 JC0750  ___________________________________________________________________
 JC0750* NAD 83(1986)-  38 19 13.     (N)    091 01 49.     (W)     SCALED    
 JC0750* NAVD 88     -       256.975  (meters)     843.09   (feet)  ADJUSTED  
 JC0750  ___________________________________________________________________
 JC0750  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JC0750  DYNAMIC HT  -         256.801 (meters)     842.52  (feet)  COMP
 JC0750  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 JC0750
 JC0750  VERT ORDER  -  FIRST     CLASS II
 JC0750
 JC0750.The horizontal coordinates were scaled from a topographic map and have
 JC0750.an estimated accuracy of +/- 6 seconds.
 JC0750
 JC0750.The orthometric height was determined by differential leveling
 JC0750.and adjusted by the National Geodetic Survey in June 1991..
 JC0750
 JC0750.The geoid height was determined by GEOID03.
 JC0750
 JC0750.The dynamic height is computed by dividing the NAVD 88
 JC0750.geopotential number by the normal gravity value computed on the
 JC0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0750.degrees latitude (g = 980.6199 gals.).
 JC0750
 JC0750.The modeled gravity was interpolated from observed gravity values.
 JC0750
 JC0750;                    North         East    Units  Estimated Accuracy
 JC0750;SPC MO E     -   276,110.      203,630.      MT  (+/- 180 meters Scaled)
 JC0750
 JC0750                          SUPERSEDED SURVEY CONTROL
 JC0750
 JC0750  NGVD 29 (??/??/92)  257.012  (m)          843.21   (f) ADJ UNCH    1 2
 JC0750
 JC0750.Superseded values are not recommended for survey control.
 JC0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0750.See file dsdata.txt to determine how the superseded data were derived.
 JC0750
 JC0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC721431(NAD 83)
 JC0750_MARKER: DB = BENCH MARK DISK
 JC0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0750_STAMPING: B 227 1949
 JC0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0750+STABILITY: SURFACE MOTION
 JC0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0750+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 JC0750
 JC0750  HISTORY     - Date     Condition        Report By
 JC0750  HISTORY     - 1949     MONUMENTED       CGS
 JC0750  HISTORY     - 1972     GOOD             NGS
 JC0750  HISTORY     - 20030505 GOOD             INDIV
 JC0750
 JC0750                          STATION DESCRIPTION
 JC0750
 JC0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0750'3.6 MI SW FROM ST CLAIR.
 JC0750'ABOUT 3.6 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0750'RAILWAY FROM THE STATION AT ST. CLAIR, AT A PUBLIC GRAVEL
 JC0750'ROAD CROSSING, 53 FEET WEST OF THE CENTER OF THE CROSSING, 50
 JC0750'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66, 38 FEET
 JC0750'NORTHWEST OF THE NORTHWEST RAIL, 25 FEET WEST OF THE CROSSING
 JC0750'SIGN, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 JC0750'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 JC0750'POST PROJECTING 3 INCHES.
 JC0750
 JC0750                          STATION RECOVERY (1972)
 JC0750
 JC0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JC0750'RECOVERED IN GOOD CONDITION.
 JC0750
 JC0750                          STATION RECOVERY (2003)
 JC0750
 JC0750'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLT)
 JC0750'RECOVERED AS DESCRIBED
 JC0750'LATITUDE=38-19-13.688152  LONGITUDE=91-01-49.769564 BY GPS
 JC0750'OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0372 ***********************************************************************
 JC0372  DESIGNATION -  B 228
 JC0372  PID         -  JC0372
 JC0372  STATE/COUNTY-  MO/FRANKLIN
 JC0372  USGS QUAD   -  ST CLAIR (1969)
 JC0372
 JC0372                         *CURRENT SURVEY CONTROL
 JC0372  ___________________________________________________________________
 JC0372* NAD 83(1986)-  38 19 56.     (N)    090 57 05.     (W)     SCALED    
 JC0372* NAVD 88     -       196.550  (meters)     644.85   (feet)  ADJUSTED  
 JC0372  ___________________________________________________________________
 JC0372  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 JC0372  DYNAMIC HT  -         196.419 (meters)     644.42  (feet)  COMP
 JC0372  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 JC0372
 JC0372  VERT ORDER  -  FIRST     CLASS II
 JC0372
 JC0372.The horizontal coordinates were scaled from a topographic map and have
 JC0372.an estimated accuracy of +/- 6 seconds.
 JC0372
 JC0372.The orthometric height was determined by differential leveling
 JC0372.and adjusted by the National Geodetic Survey in June 1991..
 JC0372
 JC0372.The geoid height was determined by GEOID03.
 JC0372
 JC0372.The dynamic height is computed by dividing the NAVD 88
 JC0372.geopotential number by the normal gravity value computed on the
 JC0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0372.degrees latitude (g = 980.6199 gals.).
 JC0372
 JC0372.The modeled gravity was interpolated from observed gravity values.
 JC0372
 JC0372;                    North         East    Units  Estimated Accuracy
 JC0372;SPC MO E     -   277,400.      210,540.      MT  (+/- 180 meters Scaled)
 JC0372
 JC0372                          SUPERSEDED SURVEY CONTROL
 JC0372
 JC0372  NGVD 29 (??/??/92)  196.597  (m)          645.00   (f) ADJ UNCH    1 2
 JC0372
 JC0372.Superseded values are not recommended for survey control.
 JC0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0372.See file dsdata.txt to determine how the superseded data were derived.
 JC0372
 JC0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC790446(NAD 83)
 JC0372_MARKER: DB = BENCH MARK DISK
 JC0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0372_SP_SET: CULVERT
 JC0372_STAMPING: R 228 1949
 JC0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0372
 JC0372  HISTORY     - Date     Condition        Report By
 JC0372  HISTORY     - 1949     MONUMENTED       CGS
 JC0372
 JC0372                          STATION DESCRIPTION
 JC0372
 JC0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0372'2 MI SE FROM ST CLAIR.
 JC0372'ABOUT 2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE OVERPASS
 JC0372'OVER THE ST. LOUIS-SAN FRANCISCO RAILWAY AT ST. CLAIR, SET IN THE
 JC0372'TOP AND THE EAST END OF THE NORTH HEADWALL OF A 11 FOOT OF A
 JC0372'SKEW CULVERT, 33 FEET NORTH OF THE CENTER LINE OF HIGHWAY 30
 JC0372'AND 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0862 ***********************************************************************
 HD0862  DESIGNATION -  B 23
 HD0862  PID         -  HD0862
 HD0862  STATE/COUNTY-  MO/POLK
 HD0862  USGS QUAD   -  ALDRICH (1981)
 HD0862
 HD0862                         *CURRENT SURVEY CONTROL
 HD0862  ___________________________________________________________________
 HD0862* NAD 83(1986)-  37 35 11.     (N)    093 33 40.     (W)     SCALED    
 HD0862* NAVD 88     -       304.103  (meters)     997.71   (feet)  ADJUSTED  
 HD0862  ___________________________________________________________________
 HD0862  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HD0862  DYNAMIC HT  -         303.870 (meters)     996.95  (feet)  COMP
 HD0862  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 HD0862
 HD0862  VERT ORDER  -  SECOND    CLASS 0
 HD0862
 HD0862.The horizontal coordinates were scaled from a topographic map and have
 HD0862.an estimated accuracy of +/- 6 seconds.
 HD0862
 HD0862.The orthometric height was determined by differential leveling
 HD0862.and adjusted by the National Geodetic Survey in June 1991..
 HD0862
 HD0862.The geoid height was determined by GEOID03.
 HD0862
 HD0862.The dynamic height is computed by dividing the NAVD 88
 HD0862.geopotential number by the normal gravity value computed on the
 HD0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0862.degrees latitude (g = 980.6199 gals.).
 HD0862
 HD0862.The modeled gravity was interpolated from observed gravity values.
 HD0862
 HD0862;                    North         East    Units  Estimated Accuracy
 HD0862;SPC MO C     -   195,060.      406,280.      MT  (+/- 180 meters Scaled)
 HD0862
 HD0862                          SUPERSEDED SURVEY CONTROL
 HD0862
 HD0862.No superseded survey control is available for this station.
 HD0862
 HD0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB504600(NAD 83)
 HD0862_MARKER: DB = BENCH MARK DISK
 HD0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0862_STAMPING: B 23 1934
 HD0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0862+STABILITY: SURFACE MOTION
 HD0862
 HD0862  HISTORY     - Date     Condition        Report By
 HD0862  HISTORY     - 1934     MONUMENTED       CGS
 HD0862
 HD0862                          STATION DESCRIPTION
 HD0862
 HD0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0862'3.3 MI S FROM FAIR PLAY.
 HD0862'3.3 MILES SOUTH ALONG THE ABANDONED ST. LOUIS-SAN FRANCISCO
 HD0862'RAILWAY FROM FAIR PLAY, POLK COUNTY, 53 FEET NORTHWEST OF A
 HD0862'ROAD CROSSING, 48 FEET WEST OF THE CENTERLINE OF THE OLD ROADBED,
 HD0862'AND 20 FEET NORTH OF THE ROAD.  A STANDARD DISK, STAMPED B 23
 HD0862'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0140 ***********************************************************************
 HD0140  DESIGNATION -  B 23
 HD0140  PID         -  HD0140
 HD0140  STATE/COUNTY-  MO/PULASKI
 HD0140  USGS QUAD   -  WAYNESVILLE (1985)
 HD0140
 HD0140                         *CURRENT SURVEY CONTROL
 HD0140  ___________________________________________________________________
 HD0140* NAD 83(1986)-  37 48 46.     (N)    092 14 03.     (W)     SCALED    
 HD0140* NAVD 88     -       273.413  (meters)     897.02   (feet)  ADJUSTED  
 HD0140  ___________________________________________________________________
 HD0140  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HD0140  DYNAMIC HT  -         273.206 (meters)     896.34  (feet)  COMP
 HD0140  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 HD0140
 HD0140  VERT ORDER  -  SECOND    CLASS 0
 HD0140
 HD0140.The horizontal coordinates were scaled from a topographic map and have
 HD0140.an estimated accuracy of +/- 6 seconds.
 HD0140
 HD0140.The orthometric height was determined by differential leveling
 HD0140.and adjusted by the National Geodetic Survey in June 1991..
 HD0140
 HD0140.The geoid height was determined by GEOID03.
 HD0140
 HD0140.The dynamic height is computed by dividing the NAVD 88
 HD0140.geopotential number by the normal gravity value computed on the
 HD0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0140.degrees latitude (g = 980.6199 gals.).
 HD0140
 HD0140.The modeled gravity was interpolated from observed gravity values.
 HD0140
 HD0140;                    North         East    Units  Estimated Accuracy
 HD0140;SPC MO C     -   219,690.      523,410.      MT  (+/- 180 meters Scaled)
 HD0140
 HD0140                          SUPERSEDED SURVEY CONTROL
 HD0140
 HD0140  NGVD 29 (??/??/92)  273.309  (m)          896.68   (f) ADJ UNCH    2 0
 HD0140
 HD0140.Superseded values are not recommended for survey control.
 HD0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0140.See file dsdata.txt to determine how the superseded data were derived.
 HD0140
 HD0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB674853(NAD 83)
 HD0140_MARKER: DD = SURVEY DISK
 HD0140_SETTING: 66 = SET IN ROCK OUTCROP
 HD0140_SP_SET: ROCK OUTCROP
 HD0140_STAMPING: MO 897 B 23 1925
 HD0140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0140+STABILITY: POSITION/ELEVATION WELL
 HD0140
 HD0140  HISTORY     - Date     Condition        Report By
 HD0140  HISTORY     - 1925     MONUMENTED       USGS
 HD0140  HISTORY     - 1946     GOOD             NGS
 HD0140
 HD0140                          STATION DESCRIPTION
 HD0140
 HD0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0140'2.3 MI W FROM WAYNESVILLE.
 HD0140'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY NO. 66 FROM THE
 HD0140'COURTHOUSE AT WAYNESVILLE, AND ABOUT 75 YARDS WEST OF THE
 HD0140'JUNCTION WITH A GRAVEL ROAD LEADING WEST, 142 FEET NORTH OF AND
 HD0140'ABOUT 20 FEET HIGHER THAN THE CENTER LINE OF U.S. HIGHWAY NO.
 HD0140'66, 58 FEET NORTHEAST OF A TWIN WHITE OAK TREE, 42 FEET NORTH
 HD0140'OF AND ABOUT 10 FEET HIGHER THAN THE CENTER LINE OF THE GRAVEL
 HD0140'ROAD, 23 FEET NORTH OF A WIRE FENCE.  A BRONZE DISC SET IN THE
 HD0140'TOP OF A 2 X 3 FOOT ROCK OUTCROP WHICH PROJECTS ABOUT 4 INCHES
 HD0140'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0148 ***********************************************************************
 KE0148  DESIGNATION -  B 231
 KE0148  PID         -  KE0148
 KE0148  STATE/COUNTY-  MO/JACKSON
 KE0148  USGS QUAD   -  INDEPENDENCE (1990)
 KE0148
 KE0148                         *CURRENT SURVEY CONTROL
 KE0148  ___________________________________________________________________
 KE0148* NAD 83(1986)-  39 06 10.     (N)    094 27 31.     (W)     SCALED    
 KE0148* NAVD 88     -       252.735  (meters)     829.18   (feet)  ADJUSTED  
 KE0148  ___________________________________________________________________
 KE0148  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0148  DYNAMIC HT  -         252.573 (meters)     828.65  (feet)  COMP
 KE0148  MODELED GRAV-     979,979.8   (mgal)                       NAVD 88
 KE0148
 KE0148  VERT ORDER  -  FIRST     CLASS II
 KE0148
 KE0148.The horizontal coordinates were scaled from a topographic map and have
 KE0148.an estimated accuracy of +/- 6 seconds.
 KE0148
 KE0148.The orthometric height was determined by differential leveling
 KE0148.and adjusted by the National Geodetic Survey in June 1991..
 KE0148.WARNING-Repeat measurements at this control monument indicate possible
 KE0148.vertical movement.
 KE0148
 KE0148.The geoid height was determined by GEOID03.
 KE0148
 KE0148.The dynamic height is computed by dividing the NAVD 88
 KE0148.geopotential number by the normal gravity value computed on the
 KE0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0148.degrees latitude (g = 980.6199 gals.).
 KE0148
 KE0148.The modeled gravity was interpolated from observed gravity values.
 KE0148
 KE0148;                    North         East    Units  Estimated Accuracy
 KE0148;SPC MO W     -   325,860.      853,580.      MT  (+/- 180 meters Scaled)
 KE0148
 KE0148                          SUPERSEDED SURVEY CONTROL
 KE0148
 KE0148  NGVD 29 (??/??/92)  252.660  (m)          828.94   (f) ADJ UNCH    1 2
 KE0148
 KE0148.Superseded values are not recommended for survey control.
 KE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0148.See file dsdata.txt to determine how the superseded data were derived.
 KE0148
 KE0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD738291(NAD 83)
 KE0148_MARKER: DB = BENCH MARK DISK
 KE0148_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0148_SP_SET: PIER
 KE0148_STAMPING: B 231 1950
 KE0148_MARK LOGO: CGS   
 KE0148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE0148+STABILITY: POSITION/ELEVATION WELL
 KE0148
 KE0148  HISTORY     - Date     Condition        Report By
 KE0148  HISTORY     - 1950     MONUMENTED       CGS
 KE0148  HISTORY     - 1986     GOOD             NGS
 KE0148
 KE0148                          STATION DESCRIPTION
 KE0148
 KE0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KE0148'AT MT WASHINGTON.
 KE0148'AT MT. WASHINGTON, 11.6 FEET EAST OF THE EAST RAIL OF THE
 KE0148'MISSOURI PACIFIC RAILROAD, 0.1 MILE WEST OF THE BADGER LUMBER
 KE0148'COMPANY WHICH IS ALONG U.S. HIGHWAY 24, AT THE OVERPASS OF
 KE0148'U.S. HIGHWAY 24, 5 FEET ABOVE THE GROUND, SET VERTICALLY IN
 KE0148'THE NORTH FACE OF THE 2ND PIER WEST OF THE EAST END OF THE
 KE0148'OVERPASS.
 KE0148
 KE0148                          STATION RECOVERY (1986)
 KE0148
 KE0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0451 ***********************************************************************
 KD0451  DESIGNATION -  B 232
 KD0451  PID         -  KD0451
 KD0451  STATE/COUNTY-  MO/SALINE
 KD0451  USGS QUAD   -  BLACKBURN (1978)
 KD0451
 KD0451                         *CURRENT SURVEY CONTROL
 KD0451  ___________________________________________________________________
 KD0451* NAD 83(1986)-  39 04 27.     (N)    093 24 50.     (W)     SCALED    
 KD0451* NAVD 88     -       241.582  (meters)     792.59   (feet)  ADJUSTED  
 KD0451  ___________________________________________________________________
 KD0451  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KD0451  DYNAMIC HT  -         241.430 (meters)     792.09  (feet)  COMP
 KD0451  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 KD0451
 KD0451  VERT ORDER  -  FIRST     CLASS II
 KD0451
 KD0451.The horizontal coordinates were scaled from a topographic map and have
 KD0451.an estimated accuracy of +/- 6 seconds.
 KD0451
 KD0451.The orthometric height was determined by differential leveling
 KD0451.and adjusted by the National Geodetic Survey in June 1991..
 KD0451
 KD0451.The geoid height was determined by GEOID03.
 KD0451
 KD0451.The dynamic height is computed by dividing the NAVD 88
 KD0451.geopotential number by the normal gravity value computed on the
 KD0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0451.degrees latitude (g = 980.6199 gals.).
 KD0451
 KD0451.The modeled gravity was interpolated from observed gravity values.
 KD0451
 KD0451;                    North         East    Units  Estimated Accuracy
 KD0451;SPC MO C     -   360,060.      420,920.      MT  (+/- 180 meters Scaled)
 KD0451
 KD0451                          SUPERSEDED SURVEY CONTROL
 KD0451
 KD0451  NGVD 29 (??/??/92)  241.500  (m)          792.32   (f) ADJ UNCH    1 2
 KD0451
 KD0451.Superseded values are not recommended for survey control.
 KD0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0451.See file dsdata.txt to determine how the superseded data were derived.
 KD0451
 KD0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD641250(NAD 83)
 KD0451_MARKER: DB = BENCH MARK DISK
 KD0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0451_STAMPING: B 232 1950
 KD0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0451+STABILITY: SURFACE MOTION
 KD0451
 KD0451  HISTORY     - Date     Condition        Report By
 KD0451  HISTORY     - 1950     MONUMENTED       CGS
 KD0451  HISTORY     - 1962     GOOD             NGS
 KD0451
 KD0451                          STATION DESCRIPTION
 KD0451
 KD0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KD0451'7.9 MI N FROM SWEET SPRINGS.
 KD0451'7.9 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0451'SCHOOL AT SWEET SPRINGS, 0.4 MILE NORTH OF A JUNCTION WITH
 KD0451'COUNTY ROAD W WHICH LEADS WEST TO ELMWOOD, AT THE ENTRANCE TO
 KD0451'AN ALFALFA FIELD, 31.4 FEET SOUTH OF A POWER LINE POLE AND IN
 KD0451'LINE WITH THE ROW OF POLES, 30 FEET EAST OF THE CENTER LINE OF
 KD0451'THE HIGHWAY, 180 FEET SOUTH OF A T FENCE CORNER, 2.2 FEET WEST
 KD0451'OF THE EAST RIGHT-OF-WAY FENCE, 1.5 FEET NORTH OF A REFERENCE
 KD0451'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 KD0451'ABOVE THE GROUND.
 KD0451
 KD0451                          STATION RECOVERY (1962)
 KD0451
 KD0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0934 ***********************************************************************
 JC0934  DESIGNATION -  B 234
 JC0934  PID         -  JC0934
 JC0934  STATE/COUNTY-  MO/MARIES
 JC0934  USGS QUAD   -  FREEBURG (1981)
 JC0934
 JC0934                         *CURRENT SURVEY CONTROL
 JC0934  ___________________________________________________________________
 JC0934* NAD 83(1986)-  38 16 23.     (N)    091 56 02.     (W)     SCALED    
 JC0934* NAVD 88     -       283.498  (meters)     930.11   (feet)  ADJUSTED  
 JC0934  ___________________________________________________________________
 JC0934  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JC0934  DYNAMIC HT  -         283.301 (meters)     929.46  (feet)  COMP
 JC0934  MODELED GRAV-     979,925.5   (mgal)                       NAVD 88
 JC0934
 JC0934  VERT ORDER  -  FIRST     CLASS II
 JC0934
 JC0934.The horizontal coordinates were scaled from a topographic map and have
 JC0934.an estimated accuracy of +/- 6 seconds.
 JC0934
 JC0934.The orthometric height was determined by differential leveling
 JC0934.and adjusted by the National Geodetic Survey in June 1991..
 JC0934
 JC0934.The geoid height was determined by GEOID03.
 JC0934
 JC0934.The dynamic height is computed by dividing the NAVD 88
 JC0934.geopotential number by the normal gravity value computed on the
 JC0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0934.degrees latitude (g = 980.6199 gals.).
 JC0934
 JC0934.The modeled gravity was interpolated from observed gravity values.
 JC0934
 JC0934;                    North         East    Units  Estimated Accuracy
 JC0934;SPC MO C     -   270,890.      549,540.      MT  (+/- 180 meters Scaled)
 JC0934
 JC0934                          SUPERSEDED SURVEY CONTROL
 JC0934
 JC0934  NGVD 29 (10/05/93)  283.484  (m)          930.06   (f) ADJUSTED    1 2
 JC0934
 JC0934.Superseded values are not recommended for survey control.
 JC0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0934.See file dsdata.txt to determine how the superseded data were derived.
 JC0934
 JC0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC932366(NAD 83)
 JC0934_MARKER: DB = BENCH MARK DISK
 JC0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0934_SP_SET: CONCRETE POST
 JC0934_STAMPING: B 234 1950
 JC0934_MARK LOGO: CGS   
 JC0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0934+STABILITY: SURFACE MOTION
 JC0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0934+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JC0934
 JC0934  HISTORY     - Date     Condition        Report By
 JC0934  HISTORY     - 1950     MONUMENTED       CGS
 JC0934  HISTORY     - 19890718 GOOD             NGS
 JC0934  HISTORY     - 20050317 GOOD             MODNR
 JC0934
 JC0934                          STATION DESCRIPTION
 JC0934
 JC0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JC0934'3.3 MI S FROM FREEBURG.
 JC0934'3.3 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE BANK OF FREEBURG
 JC0934'AT FREEBURG, ALONG A NORTHEAST-SOUTHWEST LEVEL SECTION IN THE
 JC0934'HIGHWAY, 98 FEET WEST OF TELEPHONE POLE 694, 39.5 FEET NORTHWEST
 JC0934'OF THE CENTER LINE OF THE HIGHWAY, 23.5 FEET NORTHEAST OF THE
 JC0934'CENTER OF A WOODEN GATE, 1.3 FEET SOUTHEAST OF A FENCE, 1.7 FEET
 JC0934'SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 JC0934'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JC0934
 JC0934                          STATION RECOVERY (1989)
 JC0934
 JC0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0934'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.5 KM
 JC0934'(6.5 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 JC0934'STATE HIGHWAY 42 IN VIENNA, 13.9 M (45.6 FT) SOUTHWEST OF A T-FENCE
 JC0934'CORNER, 12.0 M (39.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JC0934'7.2 M (23.6 FT) NORTHEAST OF THE CENTER OF A GATE AND FIELD ENTRANCE,
 JC0934'0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE, LEVEL WITH THE
 JC0934'HIGHWAY, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.15 M (0.5 FT)
 JC0934'ABOVE THE LEVEL OF THE HIGHWAY.
 JC0934
 JC0934                          STATION RECOVERY (2005)
 JC0934
 JC0934'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW)
 JC0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0783 ***********************************************************************
 HD0783  DESIGNATION -  B 24 RESET
 HD0783  PID         -  HD0783
 HD0783  STATE/COUNTY-  MO/CEDAR
 HD0783  USGS QUAD   -  BEARCREEK (1981)
 HD0783
 HD0783                         *CURRENT SURVEY CONTROL
 HD0783  ___________________________________________________________________
 HD0783* NAD 83(1986)-  37 40 21.     (N)    093 44 08.     (W)     SCALED    
 HD0783* NAVD 88     -       281.06   (meters)     922.1    (feet)  RESET     
 HD0783  ___________________________________________________________________
 HD0783  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HD0783
 HD0783  VERT ORDER  -  THIRD
 HD0783
 HD0783.The horizontal coordinates were scaled from a topographic map and have
 HD0783.an estimated accuracy of +/- 6 seconds.
 HD0783
 HD0783.The orthometric height was computed from unverified reset data.
 HD0783.No vertical observational check was made to the station.
 HD0783
 HD0783.The geoid height was determined by GEOID03.
 HD0783
 HD0783;                    North         East    Units  Estimated Accuracy
 HD0783;SPC MO W     -   167,380.      917,440.      MT  (+/- 180 meters Scaled)
 HD0783
 HD0783                          SUPERSEDED SURVEY CONTROL
 HD0783
 HD0783.No superseded survey control is available for this station.
 HD0783
 HD0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB351697(NAD 83)
 HD0783_MARKER: DB = BENCH MARK DISK
 HD0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0783_STAMPING: B 24 RESET 1967
 HD0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0783+STABILITY: SURFACE MOTION
 HD0783
 HD0783  HISTORY     - Date     Condition        Report By
 HD0783  HISTORY     - 1967     MONUMENTED       CGS
 HD0783
 HD0783                          STATION DESCRIPTION
 HD0783
 HD0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HD0783'4.6 MI SE FROM STOCKTON.
 HD0783'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE COURT HOUSE
 HD0783'AT STOCKTON, IN THE SOUTHEAST ANGLE OF A JUNCTION OF A ROAD
 HD0783'LEADING SOUTH, ABOUT 100 FEET SOUTH OF THE CENTERLINE OF THE
 HD0783'HIGHWAY, 29 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 HD0783'ROAD AND 1.5 FEET NORTH OF A METAL WITNESS POST.  A BENCH MARK
 HD0783'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1474 ***********************************************************************
 JD1474  DESIGNATION -  B 245
 JD1474  PID         -  JD1474
 JD1474  STATE/COUNTY-  MO/HENRY
 JD1474  USGS QUAD   -  CLINTON NORTH (1981)
 JD1474
 JD1474                         *CURRENT SURVEY CONTROL
 JD1474  ___________________________________________________________________
 JD1474* NAD 83(1986)-  38 23 16.     (N)    093 45 07.     (W)     SCALED    
 JD1474* NAVD 88     -       241.132  (meters)     791.11   (feet)  ADJUSTED  
 JD1474  ___________________________________________________________________
 JD1474  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD1474  DYNAMIC HT  -         240.966 (meters)     790.57  (feet)  COMP
 JD1474  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 JD1474
 JD1474  VERT ORDER  -  SECOND    CLASS 0
 JD1474
 JD1474.The horizontal coordinates were scaled from a topographic map and have
 JD1474.an estimated accuracy of +/- 6 seconds.
 JD1474
 JD1474.The orthometric height was determined by differential leveling
 JD1474.and adjusted by the National Geodetic Survey in June 1991..
 JD1474
 JD1474.The geoid height was determined by GEOID03.
 JD1474
 JD1474.The dynamic height is computed by dividing the NAVD 88
 JD1474.geopotential number by the normal gravity value computed on the
 JD1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1474.degrees latitude (g = 980.6199 gals.).
 JD1474
 JD1474.The modeled gravity was interpolated from observed gravity values.
 JD1474
 JD1474;                    North         East    Units  Estimated Accuracy
 JD1474;SPC MO W     -   246,760.      915,350.      MT  (+/- 180 meters Scaled)
 JD1474
 JD1474                          SUPERSEDED SURVEY CONTROL
 JD1474
 JD1474  NGVD 29 (??/??/92)  241.019  (m)          790.74   (f) ADJ UNCH    2 0
 JD1474
 JD1474.Superseded values are not recommended for survey control.
 JD1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1474.See file dsdata.txt to determine how the superseded data were derived.
 JD1474
 JD1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC343491(NAD 83)
 JD1474_MARKER: DB = BENCH MARK DISK
 JD1474_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1474_SP_SET: 14 FEET
 JD1474_STAMPING: B 245 1962
 JD1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1474
 JD1474  HISTORY     - Date     Condition        Report By
 JD1474  HISTORY     - 1962     MONUMENTED       CGS
 JD1474
 JD1474                          STATION DESCRIPTION
 JD1474
 JD1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1474'1.7 MI NE FROM CLINTON.
 JD1474'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1474'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1474'CLINTON, 0.15 MILE NORTHEAST OF THE CROSSING WITH A NEW HIGHWAY
 JD1474'(NOW UNDER CONSTRUCTION) IN SECTION 36, T 42 N, R 26 W, 137
 JD1474'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 204
 JD1474'FEET SOUTHWEST OF THE SOUTH CORNER OF A SERVICE STATION, 56 1/2
 JD1474'FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 52, 24 1/2
 JD1474'FEET SOUTHWEST OF A FENCE CORNER POST, 1 FOOT NORTHWEST OF A
 JD1474'FENCE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JD1474'THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 JD1474'DRIVEN TO A DEPTH OF 14 FEET AND ENCASED IN A 6-INCH TILE
 JD1474'PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0838 ***********************************************************************
 JD0838  DESIGNATION -  B 246
 JD0838  PID         -  JD0838
 JD0838  STATE/COUNTY-  MO/PETTIS
 JD0838  USGS QUAD   -  SEDALIA WEST (1973)
 JD0838
 JD0838                         *CURRENT SURVEY CONTROL
 JD0838  ___________________________________________________________________
 JD0838* NAD 83(1986)-  38 40 23.     (N)    093 17 56.     (W)     SCALED    
 JD0838* NAVD 88     -       275.347  (meters)     903.37   (feet)  ADJUSTED  
 JD0838  ___________________________________________________________________
 JD0838  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0838  DYNAMIC HT  -         275.159 (meters)     902.75  (feet)  COMP
 JD0838  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 JD0838
 JD0838  VERT ORDER  -  SECOND    CLASS 0
 JD0838
 JD0838.The horizontal coordinates were scaled from a topographic map and have
 JD0838.an estimated accuracy of +/- 6 seconds.
 JD0838
 JD0838.The orthometric height was determined by differential leveling
 JD0838.and adjusted by the National Geodetic Survey in June 1991..
 JD0838
 JD0838.The geoid height was determined by GEOID03.
 JD0838
 JD0838.The dynamic height is computed by dividing the NAVD 88
 JD0838.geopotential number by the normal gravity value computed on the
 JD0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0838.degrees latitude (g = 980.6199 gals.).
 JD0838
 JD0838.The modeled gravity was interpolated from observed gravity values.
 JD0838
 JD0838;                    North         East    Units  Estimated Accuracy
 JD0838;SPC MO C     -   315,440.      430,480.      MT  (+/- 180 meters Scaled)
 JD0838
 JD0838                          SUPERSEDED SURVEY CONTROL
 JD0838
 JD0838  NGVD 29 (??/??/92)  275.244  (m)          903.03   (f) ADJ UNCH    2 0
 JD0838
 JD0838.Superseded values are not recommended for survey control.
 JD0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0838.See file dsdata.txt to determine how the superseded data were derived.
 JD0838
 JD0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC740805(NAD 83)
 JD0838_MARKER: DB = BENCH MARK DISK
 JD0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0838_STAMPING: B 246 1962
 JD0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0838+STABILITY: SURFACE MOTION
 JD0838
 JD0838  HISTORY     - Date     Condition        Report By
 JD0838  HISTORY     - 1962     MONUMENTED       CGS
 JD0838
 JD0838                          STATION DESCRIPTION
 JD0838
 JD0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0838'5.2 MI SW FROM SEDALIA.
 JD0838'ABOUT 5.15 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD0838'RAILROAD FROM THE STATION AT SEDALIA, IN SECTION 13, T 45 N,
 JD0838'R 22 W, 0.2 MILE NORTHEAST OF A ROAD CROSSING, 5 1/2 TELEPHONE
 JD0838'POLES SOUTHWEST OF MILE POST 232, 43 1/2 FEET NORTHWEST OF THE
 JD0838'NORTHWEST RAIL, 11 FEET SOUTHWEST OF A LONE TREE SERVING AS A
 JD0838'FENCE POST, 1 1/2 FEET SOUTHEAST OF A FENCE, 2.0 FEET SOUTHWEST
 JD0838'OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JD0838'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0867 ***********************************************************************
 HD0867  DESIGNATION -  B 247
 HD0867  PID         -  HD0867
 HD0867  STATE/COUNTY-  MO/ST CLAIR
 HD0867  USGS QUAD   -  VISTA (1991)
 HD0867
 HD0867                         *CURRENT SURVEY CONTROL
 HD0867  ___________________________________________________________________
 HD0867* NAD 83(1986)-  37 59 46.     (N)    093 44 01.     (W)     SCALED    
 HD0867* NAVD 88     -       223.298  (meters)     732.60   (feet)  ADJUSTED  
 HD0867  ___________________________________________________________________
 HD0867  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HD0867  DYNAMIC HT  -         223.132 (meters)     732.06  (feet)  COMP
 HD0867  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 HD0867
 HD0867  VERT ORDER  -  SECOND    CLASS 0
 HD0867
 HD0867.The horizontal coordinates were scaled from a topographic map and have
 HD0867.an estimated accuracy of +/- 6 seconds.
 HD0867
 HD0867.The orthometric height was determined by differential leveling
 HD0867.and adjusted by the National Geodetic Survey in June 1991..
 HD0867
 HD0867.The geoid height was determined by GEOID03.
 HD0867
 HD0867.The dynamic height is computed by dividing the NAVD 88
 HD0867.geopotential number by the normal gravity value computed on the
 HD0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0867.degrees latitude (g = 980.6199 gals.).
 HD0867
 HD0867.The modeled gravity was interpolated from observed gravity values.
 HD0867
 HD0867;                    North         East    Units  Estimated Accuracy
 HD0867;SPC MO W     -   203,300.      917,310.      MT  (+/- 180 meters Scaled)
 HD0867
 HD0867                          SUPERSEDED SURVEY CONTROL
 HD0867
 HD0867  NGVD 29 (??/??/92)  223.190  (m)          732.25   (f) ADJ UNCH    2 0
 HD0867
 HD0867.Superseded values are not recommended for survey control.
 HD0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0867.See file dsdata.txt to determine how the superseded data were derived.
 HD0867
 HD0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC355056(NAD 83)
 HD0867_MARKER: DB = BENCH MARK DISK
 HD0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0867_SP_SET: BRIDGE
 HD0867_STAMPING: B 247 1962
 HD0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0867
 HD0867  HISTORY     - Date     Condition        Report By
 HD0867  HISTORY     - 1962     MONUMENTED       CGS
 HD0867
 HD0867                          STATION DESCRIPTION
 HD0867
 HD0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HD0867'4.4 MI SW FROM OSCEOLA.
 HD0867'4.4 MILES SOUTHWEST ALONG HIGHWAY 82 FROM THE COURTHOUSE AT
 HD0867'OSCEOLA OR ABOUT 4.9 MILES NORTHEAST ALONG HIGHWAY 82 FROM
 HD0867'THE JUNCTION OF HIGHWAY 82 AND COUNTY ROAD E AT ROSCOE, AT A
 HD0867'TWO LANE STREET BRIDGE WHICH CROSSES THE SAC RIVER, 12 FEET
 HD0867'EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.8 FOOT ABOVE
 HD0867'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP AND CENTER OF THE
 HD0867'NORTHEAST WINGWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0963 ***********************************************************************
 HD0963  DESIGNATION -  B 248
 HD0963  PID         -  HD0963
 HD0963  STATE/COUNTY-  MO/ST CLAIR
 HD0963  USGS QUAD   -  VISTA (1991)
 HD0963
 HD0963                         *CURRENT SURVEY CONTROL
 HD0963  ___________________________________________________________________
 HD0963* NAD 83(1986)-  37 54 04.     (N)    093 43 17.     (W)     SCALED    
 HD0963* NAVD 88     -       265.926  (meters)     872.46   (feet)  ADJUSTED  
 HD0963  ___________________________________________________________________
 HD0963  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HD0963  DYNAMIC HT  -         265.729 (meters)     871.81  (feet)  COMP
 HD0963  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 HD0963
 HD0963  VERT ORDER  -  SECOND    CLASS 0
 HD0963
 HD0963.The horizontal coordinates were scaled from a topographic map and have
 HD0963.an estimated accuracy of +/- 6 seconds.
 HD0963
 HD0963.The orthometric height was determined by differential leveling
 HD0963.and adjusted by the National Geodetic Survey in June 1991..
 HD0963
 HD0963.The geoid height was determined by GEOID03.
 HD0963
 HD0963.The dynamic height is computed by dividing the NAVD 88
 HD0963.geopotential number by the normal gravity value computed on the
 HD0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0963.degrees latitude (g = 980.6199 gals.).
 HD0963
 HD0963.The modeled gravity was interpolated from observed gravity values.
 HD0963
 HD0963;                    North         East    Units  Estimated Accuracy
 HD0963;SPC MO W     -   192,760.      918,480.      MT  (+/- 180 meters Scaled)
 HD0963
 HD0963                          SUPERSEDED SURVEY CONTROL
 HD0963
 HD0963  NGVD 29 (??/??/92)  265.816  (m)          872.10   (f) ADJ UNCH    2 0
 HD0963
 HD0963.Superseded values are not recommended for survey control.
 HD0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0963.See file dsdata.txt to determine how the superseded data were derived.
 HD0963
 HD0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB365950(NAD 83)
 HD0963_MARKER: DB = BENCH MARK DISK
 HD0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0963_STAMPING: B 248 1963
 HD0963_MARK LOGO: CGS   
 HD0963_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0963+STABILITY: SURFACE MOTION
 HD0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0963+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 HD0963
 HD0963  HISTORY     - Date     Condition        Report By
 HD0963  HISTORY     - 1963     MONUMENTED       CGS
 HD0963  HISTORY     - 19940913 GOOD             MODNR
 HD0963
 HD0963                          STATION DESCRIPTION
 HD0963
 HD0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HD0963'6 MI W FROM COLLINS.
 HD0963'6.0 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION WITH
 HD0963'STATE HIGHWAY 13 AT COLLINS, 38 FEET NORTH OF THE CENTER LINE
 HD0963'OF U.S. HIGHWAY 54, 18 FEET WEST OF THE CENTER LINE OF A DIRT
 HD0963'ROAD LEADING NORTH, 1 FOOT SOUTH OF A FENCE, 1.5 FEET NORTHWEST
 HD0963'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HD0963'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HD0963
 HD0963                          STATION RECOVERY (1994)
 HD0963
 HD0963'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0963'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1772 ***********************************************************************
 JD1772  DESIGNATION -  B 249
 JD1772  PID         -  JD1772
 JD1772  STATE/COUNTY-  MO/ST CLAIR
 JD1772  USGS QUAD   -  OSCEOLA (1991)
 JD1772
 JD1772                         *CURRENT SURVEY CONTROL
 JD1772  ___________________________________________________________________
 JD1772* NAD 83(1986)-  38 07 18.     (N)    093 44 19.     (W)     SCALED    
 JD1772* NAVD 88     -       259.105  (meters)     850.08   (feet)  ADJUSTED  
 JD1772  ___________________________________________________________________
 JD1772  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JD1772  DYNAMIC HT  -         258.918 (meters)     849.47  (feet)  COMP
 JD1772  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 JD1772
 JD1772  VERT ORDER  -  SECOND    CLASS 0
 JD1772
 JD1772.The horizontal coordinates were scaled from a topographic map and have
 JD1772.an estimated accuracy of +/- 6 seconds.
 JD1772
 JD1772.The orthometric height was determined by differential leveling
 JD1772.and adjusted by the National Geodetic Survey in June 1991..
 JD1772
 JD1772.The geoid height was determined by GEOID03.
 JD1772
 JD1772.The dynamic height is computed by dividing the NAVD 88
 JD1772.geopotential number by the normal gravity value computed on the
 JD1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1772.degrees latitude (g = 980.6199 gals.).
 JD1772
 JD1772.The modeled gravity was interpolated from observed gravity values.
 JD1772
 JD1772;                    North         East    Units  Estimated Accuracy
 JD1772;SPC MO W     -   217,230.      916,760.      MT  (+/- 180 meters Scaled)
 JD1772
 JD1772                          SUPERSEDED SURVEY CONTROL
 JD1772
 JD1772  NGVD 29 (??/??/92)  258.985  (m)          849.69   (f) ADJ UNCH    2 0
 JD1772
 JD1772.Superseded values are not recommended for survey control.
 JD1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1772.See file dsdata.txt to determine how the superseded data were derived.
 JD1772
 JD1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC352195(NAD 83)
 JD1772_MARKER: DB = BENCH MARK DISK
 JD1772_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1772_SP_SET: 9 1/2 FEET
 JD1772_STAMPING: B 249 1963
 JD1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1772
 JD1772  HISTORY     - Date     Condition        Report By
 JD1772  HISTORY     - 1963     MONUMENTED       CGS
 JD1772
 JD1772                          STATION DESCRIPTION
 JD1772
 JD1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1772'1.8 MI SW FROM LOWRY CITY.
 JD1772'ABOUT 0.15 MILE WEST ALONG AN ASPHALT STREET FROM THE ST.
 JD1772'LOUIS-SAN FRANCISCO RAILWAY STATION AT LOWRY CITY, THENCE 1.65
 JD1772'MILES SOUTH, WEST ALONG STATE ROAD D, IN SECTION 23, T 39 N,
 JD1772'R 26 W, 0.1 MILE NORTH OF A FARMHOUSE ON THE WEST SIDE OF THE
 JD1772'ROAD, 60 FEET SOUTHEAST OF AN 18-INCH SYCAMORE TREE, 38 FEET WEST
 JD1772'OF THE CENTER LINE OF THE ROAD, 31 FEET SOUTH OF AND ACROSS A
 JD1772'DIM TRAIL ROAD FROM A POWER POLE, 11 FEET SOUTH OF THE CENTER LINE
 JD1772'OF THE DIM TRAIL ROAD, 8 FEET WEST OF A CORNER FENCE POST, 2 1/2
 JD1772'FEET NORTH OF A FENCE, 2.0 FEET WEST OF A METAL WITNESS POST,
 JD1772'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF
 JD1772'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 1/2
 JD1772'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1016 ***********************************************************************
 HB1016  DESIGNATION -  B 25
 HB1016  PID         -  HB1016
 HB1016  STATE/COUNTY-  MO/SCOTT
 HB1016  USGS QUAD   -  ORAN (1963)
 HB1016
 HB1016                         *CURRENT SURVEY CONTROL
 HB1016  ___________________________________________________________________
 HB1016* NAD 83(1986)-  37 06 30.     (N)    089 40 19.     (W)     SCALED    
 HB1016* NAVD 88     -       105.468  (meters)     346.02   (feet)  ADJUSTED  
 HB1016  ___________________________________________________________________
 HB1016  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HB1016  DYNAMIC HT  -         105.390 (meters)     345.77  (feet)  COMP
 HB1016  MODELED GRAV-     979,892.6   (mgal)                       NAVD 88
 HB1016
 HB1016  VERT ORDER  -  SECOND    CLASS 0
 HB1016
 HB1016.The horizontal coordinates were scaled from a topographic map and have
 HB1016.an estimated accuracy of +/- 6 seconds.
 HB1016
 HB1016.The orthometric height was determined by differential leveling
 HB1016.and adjusted by the National Geodetic Survey in June 1991..
 HB1016
 HB1016.The geoid height was determined by GEOID03.
 HB1016
 HB1016.The dynamic height is computed by dividing the NAVD 88
 HB1016.geopotential number by the normal gravity value computed on the
 HB1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1016.degrees latitude (g = 980.6199 gals.).
 HB1016
 HB1016.The modeled gravity was interpolated from observed gravity values.
 HB1016
 HB1016;                    North         East    Units  Estimated Accuracy
 HB1016;SPC MO E     -   141,800.      323,600.      MT  (+/- 180 meters Scaled)
 HB1016
 HB1016                          SUPERSEDED SURVEY CONTROL
 HB1016
 HB1016  NGVD 29 (??/??/??)  105.416  (m)          345.85   (f) ADJUSTED    2 0
 HB1016
 HB1016.Superseded values are not recommended for survey control.
 HB1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1016.See file dsdata.txt to determine how the superseded data were derived.
 HB1016
 HB1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG625102(NAD 83)
 HB1016_MARKER: DB = BENCH MARK DISK
 HB1016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB1016_SP_SET: CULVERT
 HB1016_STAMPING: B 25 1933
 HB1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1016+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2002
 HB1016
 HB1016  HISTORY     - Date     Condition        Report By
 HB1016  HISTORY     - 1933     MONUMENTED       CGS
 HB1016  HISTORY     - 20020825 GOOD             USACE
 HB1016
 HB1016                          STATION DESCRIPTION
 HB1016
 HB1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HB1016'2 MI N FROM ORAN.
 HB1016'2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ORAN,
 HB1016'SCOTT COUNTY, 160 FEET SOUTH OF A ROAD CROSSING, 80 FEET EAST OF
 HB1016'THE EAST RAIL OF THE MAIN TRACK, 15 FEET SOUTH OF TRESTLE 91.5
 HB1016'OVER A SLOUGH, AND IN THE TOP OF THE CENTER OF THE CONCRETE
 HB1016'HEADWALL OF AN 8- BY 12-FOOT CONCRETE CULVERT ON STATE HIGHWAY
 HB1016'55.  A STANDARD DISK STAMPED B 25 1933.
 HB1016
 HB1016                          STATION RECOVERY (2002)
 HB1016
 HB1016'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1687 ***********************************************************************
 JD1687  DESIGNATION -  B 250
 JD1687  PID         -  JD1687
 JD1687  STATE/COUNTY-  MO/HENRY
 JD1687  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1687
 JD1687                         *CURRENT SURVEY CONTROL
 JD1687  ___________________________________________________________________
 JD1687* NAD 83(1986)-  38 15 02.     (N)    093 47 53.     (W)     SCALED    
 JD1687* NAVD 88     -       242.885  (meters)     796.87   (feet)  ADJUSTED  
 JD1687  ___________________________________________________________________
 JD1687  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JD1687  DYNAMIC HT  -         242.713 (meters)     796.30  (feet)  COMP
 JD1687  MODELED GRAV-     979,916.2   (mgal)                       NAVD 88
 JD1687
 JD1687  VERT ORDER  -  SECOND    CLASS 0
 JD1687
 JD1687.The horizontal coordinates were scaled from a topographic map and have
 JD1687.an estimated accuracy of +/- 6 seconds.
 JD1687
 JD1687.The orthometric height was determined by differential leveling
 JD1687.and adjusted by the National Geodetic Survey in June 1991..
 JD1687
 JD1687.The geoid height was determined by GEOID03.
 JD1687
 JD1687.The dynamic height is computed by dividing the NAVD 88
 JD1687.geopotential number by the normal gravity value computed on the
 JD1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1687.degrees latitude (g = 980.6199 gals.).
 JD1687
 JD1687.The modeled gravity was interpolated from observed gravity values.
 JD1687
 JD1687;                    North         East    Units  Estimated Accuracy
 JD1687;SPC MO W     -   231,490.      911,440.      MT  (+/- 180 meters Scaled)
 JD1687
 JD1687                          SUPERSEDED SURVEY CONTROL
 JD1687
 JD1687  NGVD 29 (??/??/92)  242.773  (m)          796.50   (f) ADJ UNCH    2 0
 JD1687
 JD1687.Superseded values are not recommended for survey control.
 JD1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1687.See file dsdata.txt to determine how the superseded data were derived.
 JD1687
 JD1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC301339(NAD 83)
 JD1687_MARKER: DB = BENCH MARK DISK
 JD1687_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1687_SP_SET: 6 FEET
 JD1687_STAMPING: B 250 1963
 JD1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1687
 JD1687  HISTORY     - Date     Condition        Report By
 JD1687  HISTORY     - 1963     MONUMENTED       CGS
 JD1687
 JD1687                          STATION DESCRIPTION
 JD1687
 JD1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1687'2.2 MI SW FROM DEEPWATER.
 JD1687'ABOUT 0.4 MILE WEST ALONG AN ASPHALT STREET FROM THE POST OFFICE
 JD1687'AT DEEPWATER, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 13,
 JD1687'THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 52, IN SECTION 21, T 40
 JD1687'N, R 26 W, 52 1/2 FEET SOUTHWEST OF THE CENTER OF A INTERSECTION
 JD1687'WITH A GRAVELED ROAD, 42 FEET WEST OF THE CENTER LINE OF GRAVELED
 JD1687'ROAD, 30 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 52,
 JD1687'16 1/2 FEET WEST OF A FENCE CORNER, 14 1/2 FEET WEST OF A POWER
 JD1687'POLE, 2 FEET NORTH OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 JD1687'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND ON THE
 JD1687'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 JD1687'OF 6 FEET TO SOLID ROCK AND ENCASED IN A 6-INCH TILE PROJECTING
 JD1687'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0302 ***********************************************************************
 JE0302  DESIGNATION -  B 251
 JE0302  PID         -  JE0302
 JE0302  STATE/COUNTY-  MO/BATES
 JE0302  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0302
 JE0302                         *CURRENT SURVEY CONTROL
 JE0302  ___________________________________________________________________
 JE0302* NAD 83(1986)-  38 13 59.     (N)    094 21 35.     (W)     SCALED    
 JE0302* NAVD 88     -       253.062  (meters)     830.25   (feet)  ADJUSTED  
 JE0302  ___________________________________________________________________
 JE0302  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0302  DYNAMIC HT  -         252.879 (meters)     829.65  (feet)  COMP
 JE0302  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 JE0302
 JE0302  VERT ORDER  -  FIRST     CLASS II
 JE0302
 JE0302.The horizontal coordinates were scaled from a topographic map and have
 JE0302.an estimated accuracy of +/- 6 seconds.
 JE0302
 JE0302.The orthometric height was determined by differential leveling
 JE0302.and adjusted by the National Geodetic Survey in June 1991..
 JE0302
 JE0302.The geoid height was determined by GEOID03.
 JE0302
 JE0302.The dynamic height is computed by dividing the NAVD 88
 JE0302.geopotential number by the normal gravity value computed on the
 JE0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0302.degrees latitude (g = 980.6199 gals.).
 JE0302
 JE0302.The modeled gravity was interpolated from observed gravity values.
 JE0302
 JE0302;                    North         East    Units  Estimated Accuracy
 JE0302;SPC MO W     -   229,330.      862,280.      MT  (+/- 180 meters Scaled)
 JE0302
 JE0302                          SUPERSEDED SURVEY CONTROL
 JE0302
 JE0302  NGVD 29 (??/??/92)  252.940  (m)          829.85   (f) ADJ UNCH    1 2
 JE0302
 JE0302.Superseded values are not recommended for survey control.
 JE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0302.See file dsdata.txt to determine how the superseded data were derived.
 JE0302
 JE0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC809325(NAD 83)
 JE0302_MARKER: DB = BENCH MARK DISK
 JE0302_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0302_SP_SET: 11 FT
 JE0302_STAMPING: B 251 1963
 JE0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0302+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 JE0302
 JE0302  HISTORY     - Date     Condition        Report By
 JE0302  HISTORY     - 1963     MONUMENTED       CGS
 JE0302  HISTORY     - 20050409 GOOD             INDIV
 JE0302
 JE0302                          STATION DESCRIPTION
 JE0302
 JE0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0302'2 MI S FROM BUTLER.
 JE0302'ABOUT 1.95 MI S ALONG THE MISSOURI PACIFIC RR FROM THE STATION
 JE0302'AT BUTLER, IN SECTION 33, T 40 N, R 31 W, 138 FT SSW OF THE
 JE0302'CENTER OF A CROSSING OF THE RR AND A GRAVELED ROAD, 51 1/2 FT
 JE0302'W OF THE CENTER LINE OF THE ROAD, 51 1/2 FT SW OF A TELEPHONE
 JE0302'POLE, 45 1/2 FT SE OF THE SE RAIL, 1 FT NW OF A FENCE, 1 FT S
 JE0302'OF A METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER
 JE0302'COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FT AND ENCASED IN A
 JE0302'6-INCH TILE WHICH PROJECTS 3 INCHES.
 JE0302
 JE0302                          STATION RECOVERY (2005)
 JE0302
 JE0302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0324 ***********************************************************************
 JE0324  DESIGNATION -  B 252
 JE0324  PID         -  JE0324
 JE0324  STATE/COUNTY-  MO/BATES
 JE0324  USGS QUAD   -  BUTLER (1961)
 JE0324
 JE0324                         *CURRENT SURVEY CONTROL
 JE0324  ___________________________________________________________________
 JE0324* NAD 83(1986)-  38 20 04.     (N)    094 21 10.     (W)     SCALED    
 JE0324* NAVD 88     -       255.930  (meters)     839.66   (feet)  ADJUSTED  
 JE0324  ___________________________________________________________________
 JE0324  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JE0324  DYNAMIC HT  -         255.747 (meters)     839.06  (feet)  COMP
 JE0324  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 JE0324
 JE0324  VERT ORDER  -  FIRST     CLASS II
 JE0324
 JE0324.The horizontal coordinates were scaled from a topographic map and have
 JE0324.an estimated accuracy of +/- 6 seconds.
 JE0324
 JE0324.The orthometric height was determined by differential leveling
 JE0324.and adjusted by the National Geodetic Survey in June 1991..
 JE0324
 JE0324.The geoid height was determined by GEOID03.
 JE0324
 JE0324.The dynamic height is computed by dividing the NAVD 88
 JE0324.geopotential number by the normal gravity value computed on the
 JE0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0324.degrees latitude (g = 980.6199 gals.).
 JE0324
 JE0324.The modeled gravity was interpolated from observed gravity values.
 JE0324
 JE0324;                    North         East    Units  Estimated Accuracy
 JE0324;SPC MO W     -   240,580.      862,870.      MT  (+/- 180 meters Scaled)
 JE0324
 JE0324                          SUPERSEDED SURVEY CONTROL
 JE0324
 JE0324  NGVD 29 (??/??/92)  255.807  (m)          839.26   (f) ADJ UNCH    1 2
 JE0324
 JE0324.Superseded values are not recommended for survey control.
 JE0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0324.See file dsdata.txt to determine how the superseded data were derived.
 JE0324
 JE0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC817437(NAD 83)
 JE0324_MARKER: DB = BENCH MARK DISK
 JE0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0324_STAMPING: B 252 1963
 JE0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0324+STABILITY: SURFACE MOTION
 JE0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0324+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0324
 JE0324  HISTORY     - Date     Condition        Report By
 JE0324  HISTORY     - 1963     MONUMENTED       CGS
 JE0324  HISTORY     - 20051105 GOOD             INDIV
 JE0324
 JE0324                          STATION DESCRIPTION
 JE0324
 JE0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0324'1 MI N FROM PASSAIC.
 JE0324'ABOUT 1 MI N ALONG THE MISSOURI PACIFIC RR FROM THE POST OFFICE
 JE0324'AT PASSAIC, 32 POLES S OF MILE POST 281, 44 1/2 FT W OF THE
 JE0324'W RAIL, 53 FT W OF THE CENTER OF A CROSSING OF THE RR AND A
 JE0324'ROAD, 27 FT S OF THE CENTER LINE OF THE ROAD, 10 FT NW OF A
 JE0324'TELEPHONE POLE, 2 1/2 FT E OF A FENCE, ABOUT LEVEL WITH THE
 JE0324'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JE0324
 JE0324                          STATION RECOVERY (2005)
 JE0324
 JE0324'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0532 ***********************************************************************
 JE0532  DESIGNATION -  B 253
 JE0532  PID         -  JE0532
 JE0532  STATE/COUNTY-  MO/BATES
 JE0532  USGS QUAD   -  MAIN CITY (1961)
 JE0532
 JE0532                         *CURRENT SURVEY CONTROL
 JE0532  ___________________________________________________________________
 JE0532* NAD 83(1986)-  38 23 38.     (N)    094 25 09.     (W)     SCALED    
 JE0532* NAVD 88     -       298.261  (meters)     978.54   (feet)  ADJUSTED  
 JE0532  ___________________________________________________________________
 JE0532  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JE0532  DYNAMIC HT  -         298.048 (meters)     977.85  (feet)  COMP
 JE0532  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 JE0532
 JE0532  VERT ORDER  -  SECOND    CLASS 0
 JE0532
 JE0532.The horizontal coordinates were scaled from a topographic map and have
 JE0532.an estimated accuracy of +/- 6 seconds.
 JE0532
 JE0532.The orthometric height was determined by differential leveling
 JE0532.and adjusted by the National Geodetic Survey in June 1991..
 JE0532
 JE0532.The geoid height was determined by GEOID03.
 JE0532
 JE0532.The dynamic height is computed by dividing the NAVD 88
 JE0532.geopotential number by the normal gravity value computed on the
 JE0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0532.degrees latitude (g = 980.6199 gals.).
 JE0532
 JE0532.The modeled gravity was interpolated from observed gravity values.
 JE0532
 JE0532;                    North         East    Units  Estimated Accuracy
 JE0532;SPC MO W     -   247,170.      857,060.      MT  (+/- 180 meters Scaled)
 JE0532
 JE0532                          SUPERSEDED SURVEY CONTROL
 JE0532
 JE0532  NGVD 29 (??/??/92)  298.138  (m)          978.14   (f) ADJ UNCH    2 0
 JE0532
 JE0532.Superseded values are not recommended for survey control.
 JE0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0532.See file dsdata.txt to determine how the superseded data were derived.
 JE0532
 JE0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC760504(NAD 83)
 JE0532_MARKER: DB = BENCH MARK DISK
 JE0532_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0532_SP_SET: 7 FEET
 JE0532_STAMPING: B 253 1963
 JE0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0532+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0532
 JE0532  HISTORY     - Date     Condition        Report By
 JE0532  HISTORY     - 1963     MONUMENTED       CGS
 JE0532  HISTORY     - 20051105 GOOD             INDIV
 JE0532
 JE0532                          STATION DESCRIPTION
 JE0532
 JE0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0532'3.7 MI W FROM ADRIAN.
 JE0532'ABOUT 3.7 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0532'PACIFIC RAILROAD STATION AT ADRIAN, 0.7 MILES WEST OF THE CREST
 JE0532'OF A HILL, 99 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 JE0532'WITH COUNTY ROAD FF, 87 FEET SOUTH OF THE CENTER LINE OF THE
 JE0532'HIGHWAY, 47 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD,
 JE0532'54 FEET SOUTH OF A POWER POLE, 12 FEET SOUTH OF A METAL HIGHWAY
 JE0532'RIGHT OF WAY MARKER, 1.0 FEET EAST OF A FENCE, 1.0 FEET
 JE0532'NORTHWEST OF A METAL WITNESS POST AND ON THE TOP OF A 5/8-INCH
 JE0532'ROD THAT IS DRIVEN TO A DEPTH OF 7 FEET AND ENCASED IN A 6-INCH
 JE0532'TILE PROJECTING 4-INCHES.
 JE0532
 JE0532                          STATION RECOVERY (2005)
 JE0532
 JE0532'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0532'THE METAL HIGHWAY RIGHT OF WAY MARKER HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0557 ***********************************************************************
 JE0557  DESIGNATION -  B 254
 JE0557  PID         -  JE0557
 JE0557  STATE/COUNTY-  MO/BATES
 JE0557  USGS QUAD   -  VIRGINIA (1961)
 JE0557
 JE0557                         *CURRENT SURVEY CONTROL
 JE0557  ___________________________________________________________________
 JE0557* NAD 83(1986)-  38 21 08.     (N)    094 26 19.     (W)     SCALED    
 JE0557* NAVD 88     -       263.185  (meters)     863.47   (feet)  ADJUSTED  
 JE0557  ___________________________________________________________________
 JE0557  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0557  DYNAMIC HT  -         262.997 (meters)     862.85  (feet)  COMP
 JE0557  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 JE0557
 JE0557  VERT ORDER  -  SECOND    CLASS 0
 JE0557
 JE0557.The horizontal coordinates were scaled from a topographic map and have
 JE0557.an estimated accuracy of +/- 6 seconds.
 JE0557
 JE0557.The orthometric height was determined by differential leveling
 JE0557.and adjusted by the National Geodetic Survey in June 1991..
 JE0557
 JE0557.The geoid height was determined by GEOID03.
 JE0557
 JE0557.The dynamic height is computed by dividing the NAVD 88
 JE0557.geopotential number by the normal gravity value computed on the
 JE0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0557.degrees latitude (g = 980.6199 gals.).
 JE0557
 JE0557.The modeled gravity was interpolated from observed gravity values.
 JE0557
 JE0557;                    North         East    Units  Estimated Accuracy
 JE0557;SPC MO W     -   242,550.      855,370.      MT  (+/- 180 meters Scaled)
 JE0557
 JE0557                          SUPERSEDED SURVEY CONTROL
 JE0557
 JE0557  NGVD 29 (??/??/92)  263.062  (m)          863.06   (f) ADJ UNCH    2 0
 JE0557
 JE0557.Superseded values are not recommended for survey control.
 JE0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0557.See file dsdata.txt to determine how the superseded data were derived.
 JE0557
 JE0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC742458(NAD 83)
 JE0557_MARKER: DB = BENCH MARK DISK
 JE0557_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0557_SP_SET: 7 FEET
 JE0557_STAMPING: B 254 1963
 JE0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0557+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0557
 JE0557  HISTORY     - Date     Condition        Report By
 JE0557  HISTORY     - 1963     MONUMENTED       CGS
 JE0557  HISTORY     - 20051105 GOOD             INDIV
 JE0557
 JE0557                          STATION DESCRIPTION
 JE0557
 JE0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0557'6.7 MI NW FROM PASSAIC.
 JE0557'ABOUT 2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM
 JE0557'THE POST OFFICE AT PASSAIC, THENCE 4.7 MILES WEST ALONG A
 JE0557'GRAVELED ROAD 75 FEET SOUTHEAST OF THE CENTER OF A INTERSECTION,
 JE0557'45 FEET WEST OF A 24-INCH ELM TREE, 60 FEET SOUTH OF THE CENTER
 JE0557'LINE OF THE ROAD, 41 FEET SOUTHEAST OF A POWER POLE, 44 FEET
 JE0557'EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 1.0
 JE0557'FOOT NORTH OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 JE0557'POST 1.0 FOOT BELOW THE LEVEL OF THE ROAD, AND SET ON THE TOP
 JE0557'OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 JE0557'7 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 JE0557
 JE0557                          STATION RECOVERY (2005)
 JE0557
 JE0557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0557'THE FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1671 ***********************************************************************
 JD1671  DESIGNATION -  B 255
 JD1671  PID         -  JD1671
 JD1671  STATE/COUNTY-  MO/HENRY
 JD1671  USGS QUAD   -  CLINTON NORTH (1981)
 JD1671
 JD1671                         *CURRENT SURVEY CONTROL
 JD1671  ___________________________________________________________________
 JD1671* NAD 83(1986)-  38 23 23.     (N)    093 48 49.     (W)     SCALED    
 JD1671* NAVD 88     -       228.134  (meters)     748.47   (feet)  ADJUSTED  
 JD1671  ___________________________________________________________________
 JD1671  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JD1671  DYNAMIC HT  -         227.976 (meters)     747.95  (feet)  COMP
 JD1671  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 JD1671
 JD1671  VERT ORDER  -  SECOND    CLASS 0
 JD1671
 JD1671.The horizontal coordinates were scaled from a topographic map and have
 JD1671.an estimated accuracy of +/- 6 seconds.
 JD1671
 JD1671.The orthometric height was determined by differential leveling
 JD1671.and adjusted by the National Geodetic Survey in June 1991..
 JD1671
 JD1671.The geoid height was determined by GEOID03.
 JD1671
 JD1671.The dynamic height is computed by dividing the NAVD 88
 JD1671.geopotential number by the normal gravity value computed on the
 JD1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1671.degrees latitude (g = 980.6199 gals.).
 JD1671
 JD1671.The modeled gravity was interpolated from observed gravity values.
 JD1671
 JD1671;                    North         East    Units  Estimated Accuracy
 JD1671;SPC MO W     -   246,930.      909,960.      MT  (+/- 180 meters Scaled)
 JD1671
 JD1671                          SUPERSEDED SURVEY CONTROL
 JD1671
 JD1671  NGVD 29 (??/??/92)  228.019  (m)          748.09   (f) ADJ UNCH    2 0
 JD1671
 JD1671.Superseded values are not recommended for survey control.
 JD1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1671.See file dsdata.txt to determine how the superseded data were derived.
 JD1671
 JD1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC289493(NAD 83)
 JD1671_MARKER: DB = BENCH MARK DISK
 JD1671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1671_SP_SET: CULVERT
 JD1671_STAMPING: B 255 1963
 JD1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1671
 JD1671  HISTORY     - Date     Condition        Report By
 JD1671  HISTORY     - 1963     MONUMENTED       CGS
 JD1671
 JD1671                          STATION DESCRIPTION
 JD1671
 JD1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1671'3.2 MI NW FROM CLINTON.
 JD1671'ABOUT 1.15 MILES NORTH ALONG NORTH WASHINGTON STREET FROM THE
 JD1671'COUNTY COURTHOUSE AT CLINTON, THENCE 2.1 MILES NORTHWEST ALONG
 JD1671'STATE HIGHWAY 7, 20 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JD1671'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP CENTER OF THE
 JD1671'NORTH CONCRETE HEADWALL OF A DOUBLE CHANNEL CULVERT IN ROSE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0148 ***********************************************************************
 JE0148  DESIGNATION -  B 256
 JE0148  PID         -  JE0148
 JE0148  STATE/COUNTY-  MO/CASS
 JE0148  USGS QUAD   -  GARDEN CITY (1954)
 JE0148
 JE0148                         *CURRENT SURVEY CONTROL
 JE0148  ___________________________________________________________________
 JE0148* NAD 83(1986)-  38 31 53.     (N)    094 09 06.     (W)     SCALED    
 JE0148* NAVD 88     -       286.055  (meters)     938.50   (feet)  ADJUSTED  
 JE0148  ___________________________________________________________________
 JE0148  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0148  DYNAMIC HT  -         285.859 (meters)     937.86  (feet)  COMP
 JE0148  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 JE0148
 JE0148  VERT ORDER  -  SECOND    CLASS 0
 JE0148
 JE0148.The horizontal coordinates were scaled from a topographic map and have
 JE0148.an estimated accuracy of +/- 6 seconds.
 JE0148
 JE0148.The orthometric height was determined by differential leveling
 JE0148.and adjusted by the National Geodetic Survey in June 1991..
 JE0148
 JE0148.The geoid height was determined by GEOID03.
 JE0148
 JE0148.The dynamic height is computed by dividing the NAVD 88
 JE0148.geopotential number by the normal gravity value computed on the
 JE0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0148.degrees latitude (g = 980.6199 gals.).
 JE0148
 JE0148.The modeled gravity was interpolated from observed gravity values.
 JE0148
 JE0148;                    North         East    Units  Estimated Accuracy
 JE0148;SPC MO W     -   262,490.      880,370.      MT  (+/- 180 meters Scaled)
 JE0148
 JE0148                          SUPERSEDED SURVEY CONTROL
 JE0148
 JE0148  NGVD 29 (??/??/92)  285.921  (m)          938.06   (f) ADJ UNCH    2 0
 JE0148
 JE0148.Superseded values are not recommended for survey control.
 JE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0148.See file dsdata.txt to determine how the superseded data were derived.
 JE0148
 JE0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC996654(NAD 83)
 JE0148_MARKER: DB = BENCH MARK DISK
 JE0148_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0148+WITH SETTING: INTO GROUND
 JE0148_STAMPING: B 256 1963
 JE0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0148+STABILITY: SURFACE MOTION
 JE0148
 JE0148  HISTORY     - Date     Condition        Report By
 JE0148  HISTORY     - 1963     MONUMENTED       CGS
 JE0148  HISTORY     - 1981     GOOD             NGS
 JE0148
 JE0148                          STATION DESCRIPTION
 JE0148
 JE0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0148'3.6 MI SE FROM GARDEN CITY.
 JE0148'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0148'SCHOOL AT GARDEN CITY, THENCE 3.35 MILES SOUTHEAST ALONG STATE
 JE0148'HIGHWAY 7, 0.15 MILE NORTHWEST OF A POWER LINE WHICH CROSSES
 JE0148'OVER THE HIGHWAY, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JE0148'HIGHWAY, 1 1/2 FEET SOUTHEAST OF A FENCE WHICH CROSSES OVER A
 JE0148'SMALL POND, 8.0 FEET SOUTHWEST OF A METAL WITNESS POST AND SET
 JE0148'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 5 INCHES.
 JE0148
 JE0148                          STATION RECOVERY (1981)
 JE0148
 JE0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1362 ***********************************************************************
 JD1362  DESIGNATION -  B 257
 JD1362  PID         -  JD1362
 JD1362  STATE/COUNTY-  MO/BENTON
 JD1362  USGS QUAD   -  COLE CAMP (1961)
 JD1362
 JD1362                         *CURRENT SURVEY CONTROL
 JD1362  ___________________________________________________________________
 JD1362* NAD 83(1986)-  38 27 02.     (N)    093 08 07.     (W)     SCALED    
 JD1362* NAVD 88     -       329.500  (meters)    1081.03   (feet)  ADJUSTED  
 JD1362  ___________________________________________________________________
 JD1362  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD1362  DYNAMIC HT  -         329.262 (meters)    1080.25  (feet)  COMP
 JD1362  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 JD1362
 JD1362  VERT ORDER  -  SECOND    CLASS 0
 JD1362
 JD1362.The horizontal coordinates were scaled from a topographic map and have
 JD1362.an estimated accuracy of +/- 6 seconds.
 JD1362
 JD1362.The orthometric height was determined by differential leveling
 JD1362.and adjusted by the National Geodetic Survey in June 1991..
 JD1362
 JD1362.The geoid height was determined by GEOID03.
 JD1362
 JD1362.The dynamic height is computed by dividing the NAVD 88
 JD1362.geopotential number by the normal gravity value computed on the
 JD1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1362.degrees latitude (g = 980.6199 gals.).
 JD1362
 JD1362.The modeled gravity was interpolated from observed gravity values.
 JD1362
 JD1362;                    North         East    Units  Estimated Accuracy
 JD1362;SPC MO C     -   290,630.      444,550.      MT  (+/- 180 meters Scaled)
 JD1362
 JD1362                          SUPERSEDED SURVEY CONTROL
 JD1362
 JD1362  NGVD 29 (??/??/92)  329.374  (m)         1080.62   (f) ADJ UNCH    2 0
 JD1362
 JD1362.Superseded values are not recommended for survey control.
 JD1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1362.See file dsdata.txt to determine how the superseded data were derived.
 JD1362
 JD1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC881558(NAD 83)
 JD1362_MARKER: DB = BENCH MARK DISK
 JD1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1362_STAMPING: B 257 1963
 JD1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1362+STABILITY: SURFACE MOTION
 JD1362
 JD1362  HISTORY     - Date     Condition        Report By
 JD1362  HISTORY     - 1963     MONUMENTED       CGS
 JD1362
 JD1362                          STATION DESCRIPTION
 JD1362
 JD1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1362'4.6 MI E FROM COLE CAMP.
 JD1362'4.55 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1362'RAILWAY FROM THE STATION AT COLE CAMP, 30 FEET SOUTHWEST OF THE
 JD1362'SOUTHWEST RAIL, 224 FEET SOUTHEAST OF THE CREST STATION SIGN,
 JD1362'183 FEET NORTH OF THE CENTER OF A PRIVATE ROAD CROSSING,
 JD1362'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD1362'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1080 ***********************************************************************
 JD1080  DESIGNATION -  B 258
 JD1080  PID         -  JD1080
 JD1080  STATE/COUNTY-  MO/PETTIS
 JD1080  USGS QUAD   -  IONIA (1973)
 JD1080
 JD1080                         *CURRENT SURVEY CONTROL
 JD1080  ___________________________________________________________________
 JD1080* NAD 83(1986)-  38 32 13.     (N)    093 21 24.     (W)     SCALED    
 JD1080* NAVD 88     -       266.418  (meters)     874.07   (feet)  ADJUSTED  
 JD1080  ___________________________________________________________________
 JD1080  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1080  DYNAMIC HT  -         266.230 (meters)     873.46  (feet)  COMP
 JD1080  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 JD1080
 JD1080  VERT ORDER  -  SECOND    CLASS 0
 JD1080
 JD1080.The horizontal coordinates were scaled from a topographic map and have
 JD1080.an estimated accuracy of +/- 6 seconds.
 JD1080
 JD1080.The orthometric height was determined by differential leveling
 JD1080.and adjusted by the National Geodetic Survey in June 1991..
 JD1080
 JD1080.The geoid height was determined by GEOID03.
 JD1080
 JD1080.The dynamic height is computed by dividing the NAVD 88
 JD1080.geopotential number by the normal gravity value computed on the
 JD1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1080.degrees latitude (g = 980.6199 gals.).
 JD1080
 JD1080.The modeled gravity was interpolated from observed gravity values.
 JD1080
 JD1080;                    North         East    Units  Estimated Accuracy
 JD1080;SPC MO C     -   300,380.      425,310.      MT  (+/- 180 meters Scaled)
 JD1080
 JD1080                          SUPERSEDED SURVEY CONTROL
 JD1080
 JD1080  NGVD 29 (??/??/92)  266.302  (m)          873.69   (f) ADJ UNCH    2 0
 JD1080
 JD1080.Superseded values are not recommended for survey control.
 JD1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1080.See file dsdata.txt to determine how the superseded data were derived.
 JD1080
 JD1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC689654(NAD 83)
 JD1080_MARKER: DB = BENCH MARK DISK
 JD1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1080_SP_SET: GUARD RAIL POST
 JD1080_STAMPING: B 258 1963
 JD1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1080
 JD1080  HISTORY     - Date     Condition        Report By
 JD1080  HISTORY     - 1963     MONUMENTED       CGS
 JD1080
 JD1080                          STATION DESCRIPTION
 JD1080
 JD1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1080'2.2 MI SW FROM MANILA.
 JD1080'ABOUT 1.1 MILES SOUTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1080'CHURCH AT MANILA, THENCE 1.15 MILES WEST ALONG STATE HIGHWAY 52,
 JD1080'IN SECTION 33, T 44 N, R 22 W, 15 FEET SOUTH OF THE CENTER LINE
 JD1080'OF THE HIGHWAY, AND SET IN THE TOP OF THE CONCRETE GUARD RAIL
 JD1080'POST AT THE SOUTHEAST END OF THE SOUTHEAST WING WALL OF A
 JD1080'CONCRETE BRIDGE OVER SOUTH FLAT CREEK, 15 FEET SOUTH OF THE
 JD1080'CENTER LINE OF THE HIGHWAY, ABOUT 3.0 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0968 ***********************************************************************
 JD0968  DESIGNATION -  B 259
 JD0968  PID         -  JD0968
 JD0968  STATE/COUNTY-  MO/PETTIS
 JD0968  USGS QUAD   -  PYRMONT (1961)
 JD0968
 JD0968                         *CURRENT SURVEY CONTROL
 JD0968  ___________________________________________________________________
 JD0968* NAD 83(1986)-  38 34 04.     (N)    093 04 26.     (W)     SCALED    
 JD0968* NAVD 88     -       282.686  (meters)     927.45   (feet)  ADJUSTED  
 JD0968  ___________________________________________________________________
 JD0968  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0968  DYNAMIC HT  -         282.487 (meters)     926.79  (feet)  COMP
 JD0968  MODELED GRAV-     979,919.4   (mgal)                       NAVD 88
 JD0968
 JD0968  VERT ORDER  -  SECOND    CLASS 0
 JD0968
 JD0968.The horizontal coordinates were scaled from a topographic map and have
 JD0968.an estimated accuracy of +/- 6 seconds.
 JD0968
 JD0968.The orthometric height was determined by differential leveling
 JD0968.and adjusted by the National Geodetic Survey in June 1991..
 JD0968
 JD0968.The geoid height was determined by GEOID03.
 JD0968
 JD0968.The dynamic height is computed by dividing the NAVD 88
 JD0968.geopotential number by the normal gravity value computed on the
 JD0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0968.degrees latitude (g = 980.6199 gals.).
 JD0968
 JD0968.The modeled gravity was interpolated from observed gravity values.
 JD0968
 JD0968;                    North         East    Units  Estimated Accuracy
 JD0968;SPC MO C     -   303,610.      449,990.      MT  (+/- 180 meters Scaled)
 JD0968
 JD0968                          SUPERSEDED SURVEY CONTROL
 JD0968
 JD0968  NGVD 29 (??/??/92)  282.574  (m)          927.08   (f) ADJ UNCH    2 0
 JD0968
 JD0968.Superseded values are not recommended for survey control.
 JD0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0968.See file dsdata.txt to determine how the superseded data were derived.
 JD0968
 JD0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC935688(NAD 83)
 JD0968_MARKER: DB = BENCH MARK DISK
 JD0968_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0968_SP_SET: 10 1/2 FEET
 JD0968_STAMPING: B 259 1963
 JD0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0968
 JD0968  HISTORY     - Date     Condition        Report By
 JD0968  HISTORY     - 1963     MONUMENTED       CGS
 JD0968
 JD0968                          STATION DESCRIPTION
 JD0968
 JD0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0968'3.5 MI E FROM BAHNER.
 JD0968'ABOUT 0.45 MILE EAST ALONG COUNTY ROAD V FROM THE CEMETERY AT BAHNER,
 JD0968'THENCE 1.0 MILES EAST ALONG COUNTY ROAD C, THENCE 1.65 MILES EAST
 JD0968'ALONG A GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG COUNTY ROAD KK,
 JD0968'0.1 MILE EAST OF A FARMHOUSE, IN SECTION 24, T 44 N, R 20 E, 38
 JD0968'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH OF A
 JD0968'FENCE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 JD0968'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JD0968'ROD THAT IS DRIVEN TO A DEPTH OF 10 1/2 FEET AND IS ENCASED IN A
 JD0968'6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0973 ***********************************************************************
 GD0973  DESIGNATION -  B 26
 GD0973  PID         -  GD0973
 GD0973  STATE/COUNTY-  MO/NEW MADRID
 GD0973  USGS QUAD   -  SIKESTON SOUTH (1979)
 GD0973
 GD0973                         *CURRENT SURVEY CONTROL
 GD0973  ___________________________________________________________________
 GD0973* NAD 83(1986)-  36 47 16.     (N)    089 35 14.     (W)     SCALED    
 GD0973* NAVD 88     -        96.025  (meters)     315.04   (feet)  ADJUSTED  
 GD0973  ___________________________________________________________________
 GD0973  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD0973  DYNAMIC HT  -          95.951 (meters)     314.80  (feet)  COMP
 GD0973  MODELED GRAV-     979,859.2   (mgal)                       NAVD 88
 GD0973
 GD0973  VERT ORDER  -  SECOND    CLASS 0
 GD0973
 GD0973.The horizontal coordinates were scaled from a topographic map and have
 GD0973.an estimated accuracy of +/- 6 seconds.
 GD0973
 GD0973.The orthometric height was determined by differential leveling
 GD0973.and adjusted by the National Geodetic Survey in June 1991..
 GD0973
 GD0973.The geoid height was determined by GEOID03.
 GD0973
 GD0973.The dynamic height is computed by dividing the NAVD 88
 GD0973.geopotential number by the normal gravity value computed on the
 GD0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0973.degrees latitude (g = 980.6199 gals.).
 GD0973
 GD0973.The modeled gravity was interpolated from observed gravity values.
 GD0973
 GD0973;                    North         East    Units  Estimated Accuracy
 GD0973;SPC MO E     -   106,290.      331,470.      MT  (+/- 180 meters Scaled)
 GD0973
 GD0973                          SUPERSEDED SURVEY CONTROL
 GD0973
 GD0973  NGVD 29 (??/??/??)   95.956  (m)          314.82   (f) ADJUSTED    2 0
 GD0973
 GD0973.Superseded values are not recommended for survey control.
 GD0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0973.See file dsdata.txt to determine how the superseded data were derived.
 GD0973
 GD0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF691744(NAD 83)
 GD0973_MARKER: DB = BENCH MARK DISK
 GD0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0973_STAMPING: B 26 1933
 GD0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0973+STABILITY: SURFACE MOTION
 GD0973
 GD0973  HISTORY     - Date     Condition        Report By
 GD0973  HISTORY     - 1933     MONUMENTED       CGS
 GD0973  HISTORY     - 1962     MARK NOT FOUND   CGS
 GD0973
 GD0973                          STATION DESCRIPTION
 GD0973
 GD0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GD0973'6 MI S FROM SIKESTON.
 GD0973'IN NEW MADRID COUNTY, 6 MILES SOUTH ALONG THE ST. LOUIS-SAN
 GD0973'FRANCISCO RAILWAY FROM SIKESTON, SCOTT COUNTY, AT CHAMPION, 88
 GD0973'FEET EAST OF POLE 171-19, 124 FEET SOUTHEAST OF THE SOUTHEAST
 GD0973'CORNER OF THE SCOTT CO. MILLING COMPANY WAREHOUSE, 70.5 FEET EAST
 GD0973'OF THE NORTHEAST CORNER OF THE SIKES-MC MULLIN GRAIN WAREHOUSE,
 GD0973'AND 44 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 GD0973'STAMPED B 26 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK
 GD0973'WAS PROBED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1484 ***********************************************************************
 JD1484  DESIGNATION -  B 260
 JD1484  PID         -  JD1484
 JD1484  STATE/COUNTY-  MO/HENRY
 JD1484  USGS QUAD   -  GAINES (1981)
 JD1484
 JD1484                         *CURRENT SURVEY CONTROL
 JD1484  ___________________________________________________________________
 JD1484* NAD 83(1986)-  38 19 53.     (N)    093 44 17.     (W)     SCALED    
 JD1484* NAVD 88     -       215.940  (meters)     708.46   (feet)  ADJUSTED  
 JD1484  ___________________________________________________________________
 JD1484  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JD1484  DYNAMIC HT  -         215.789 (meters)     707.97  (feet)  COMP
 JD1484  MODELED GRAV-     979,925.2   (mgal)                       NAVD 88
 JD1484
 JD1484  VERT ORDER  -  SECOND    CLASS 0
 JD1484
 JD1484.The horizontal coordinates were scaled from a topographic map and have
 JD1484.an estimated accuracy of +/- 6 seconds.
 JD1484
 JD1484.The orthometric height was determined by differential leveling
 JD1484.and adjusted by the National Geodetic Survey in June 1991..
 JD1484
 JD1484.The geoid height was determined by GEOID03.
 JD1484
 JD1484.The dynamic height is computed by dividing the NAVD 88
 JD1484.geopotential number by the normal gravity value computed on the
 JD1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1484.degrees latitude (g = 980.6199 gals.).
 JD1484
 JD1484.The modeled gravity was interpolated from observed gravity values.
 JD1484
 JD1484;                    North         East    Units  Estimated Accuracy
 JD1484;SPC MO W     -   240,510.      916,620.      MT  (+/- 180 meters Scaled)
 JD1484
 JD1484                          SUPERSEDED SURVEY CONTROL
 JD1484
 JD1484  NGVD 29 (??/??/92)  215.829  (m)          708.10   (f) ADJ UNCH    2 0
 JD1484
 JD1484.Superseded values are not recommended for survey control.
 JD1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1484.See file dsdata.txt to determine how the superseded data were derived.
 JD1484
 JD1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC354428(NAD 83)
 JD1484_MARKER: DB = BENCH MARK DISK
 JD1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1484_STAMPING: B 260 1962
 JD1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1484+STABILITY: SURFACE MOTION
 JD1484
 JD1484  HISTORY     - Date     Condition        Report By
 JD1484  HISTORY     - 1962     MONUMENTED       CGS
 JD1484
 JD1484                          STATION DESCRIPTION
 JD1484
 JD1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1484'4 MI SE FROM CLINTON.
 JD1484'ABOUT 0.1 MILE SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1484'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1484'CLINTON, THENCE 0.85 MILE EAST ALONG EAST FRANKLIN STREET,
 JD1484'THENCE 3.0 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JD1484'RAILWAY, IN SECTION 19, T 41 N, R 25 W, 3 1/2 POLES
 JD1484'SOUTHEAST OF A ROAD CROSSING, 3 1/2 POLES NORTHWEST OF MILEPOST
 JD1484'90, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 109 FEET WEST OF
 JD1484'THE WEST CORNER OF TRESTLE 89.9, 61 FEET SOUTHEAST OF THE FOURTH
 JD1484'POLE NORTHWEST OF MILEPOST 90, 2 FEET NORTHEAST OF A FENCE,
 JD1484'1.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JD1484'BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE
 JD1484'POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0051 ***********************************************************************
 HE0051  DESIGNATION -  B 261
 HE0051  PID         -  HE0051
 HE0051  STATE/COUNTY-  MO/VERNON
 HE0051  USGS QUAD   -  HARWOOD (1991)
 HE0051
 HE0051                         *CURRENT SURVEY CONTROL
 HE0051  ___________________________________________________________________
 HE0051* NAD 83(1986)-  37 58 57.     (N)    094 07 51.     (W)     SCALED    
 HE0051* NAVD 88     -       239.206  (meters)     784.79   (feet)  ADJUSTED  
 HE0051  ___________________________________________________________________
 HE0051  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HE0051  DYNAMIC HT  -         239.031 (meters)     784.22  (feet)  COMP
 HE0051  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 HE0051
 HE0051  VERT ORDER  -  SECOND    CLASS 0
 HE0051
 HE0051.The horizontal coordinates were scaled from a topographic map and have
 HE0051.an estimated accuracy of +/- 6 seconds.
 HE0051
 HE0051.The orthometric height was determined by differential leveling
 HE0051.and adjusted by the National Geodetic Survey in June 1991..
 HE0051
 HE0051.The geoid height was determined by GEOID03.
 HE0051
 HE0051.The dynamic height is computed by dividing the NAVD 88
 HE0051.geopotential number by the normal gravity value computed on the
 HE0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0051.degrees latitude (g = 980.6199 gals.).
 HE0051
 HE0051.The modeled gravity was interpolated from observed gravity values.
 HE0051
 HE0051;                    North         East    Units  Estimated Accuracy
 HE0051;SPC MO W     -   201,570.      882,430.      MT  (+/- 180 meters Scaled)
 HE0051
 HE0051                          SUPERSEDED SURVEY CONTROL
 HE0051
 HE0051  NGVD 29 (??/??/92)  239.104  (m)          784.46   (f) ADJ UNCH    2 0
 HE0051
 HE0051.Superseded values are not recommended for survey control.
 HE0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0051.See file dsdata.txt to determine how the superseded data were derived.
 HE0051
 HE0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC006044(NAD 83)
 HE0051_MARKER: DB = BENCH MARK DISK
 HE0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0051_SP_SET: CULVERT
 HE0051_STAMPING: B 261 1962
 HE0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0051
 HE0051  HISTORY     - Date     Condition        Report By
 HE0051  HISTORY     - 1962     MONUMENTED       CGS
 HE0051
 HE0051                          STATION DESCRIPTION
 HE0051
 HE0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HE0051'2.2 MI NE FROM HARWOOD.
 HE0051'ABOUT 2.2 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 HE0051'RAILROAD FROM THE STATION AT HARWOOD, OR 2.6 MILES SOUTHWEST
 HE0051'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM THE POST
 HE0051'OFFICE AT SCHELL CITY, IN SECTION 16, T 37 N, R 29 W, 8 1/2
 HE0051'POLES SOUTHWEST OF MILEPOST 301, AT A CROSSING OF THE RAILROAD
 HE0051'AND A ROAD, 8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 65 FEET
 HE0051'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 4 FEET BELOW THE
 HE0051'LEVEL OF THE RAILS, AND SET IN THE TOP OF THE SOUTHWEST END OF
 HE0051'THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0094 ***********************************************************************
 HE0094  DESIGNATION -  B 262
 HE0094  PID         -  HE0094
 HE0094  STATE/COUNTY-  MO/CEDAR
 HE0094  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0094
 HE0094                         *CURRENT SURVEY CONTROL
 HE0094  ___________________________________________________________________
 HE0094* NAD 83(1986)-  37 46 07.     (N)    094 01 02.     (W)     SCALED    
 HE0094* NAVD 88     -       280.709  (meters)     920.96   (feet)  ADJUSTED  
 HE0094  ___________________________________________________________________
 HE0094  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HE0094  DYNAMIC HT  -         280.498 (meters)     920.27  (feet)  COMP
 HE0094  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 HE0094
 HE0094  VERT ORDER  -  SECOND    CLASS 0
 HE0094
 HE0094.The horizontal coordinates were scaled from a topographic map and have
 HE0094.an estimated accuracy of +/- 6 seconds.
 HE0094
 HE0094.The orthometric height was determined by differential leveling
 HE0094.and adjusted by the National Geodetic Survey in June 1991..
 HE0094
 HE0094.The geoid height was determined by GEOID03.
 HE0094
 HE0094.The dynamic height is computed by dividing the NAVD 88
 HE0094.geopotential number by the normal gravity value computed on the
 HE0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0094.degrees latitude (g = 980.6199 gals.).
 HE0094
 HE0094.The modeled gravity was interpolated from observed gravity values.
 HE0094
 HE0094;                    North         East    Units  Estimated Accuracy
 HE0094;SPC MO W     -   177,880.      892,530.      MT  (+/- 180 meters Scaled)
 HE0094
 HE0094                          SUPERSEDED SURVEY CONTROL
 HE0094
 HE0094  NGVD 29 (??/??/92)  280.609  (m)          920.63   (f) ADJ UNCH    2 0
 HE0094
 HE0094.Superseded values are not recommended for survey control.
 HE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0094.See file dsdata.txt to determine how the superseded data were derived.
 HE0094
 HE0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB104806(NAD 83)
 HE0094_MARKER: DB = BENCH MARK DISK
 HE0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0094_SP_SET: CULVERT
 HE0094_STAMPING: B 262 1962
 HE0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0094
 HE0094  HISTORY     - Date     Condition        Report By
 HE0094  HISTORY     - 1962     MONUMENTED       CGS
 HE0094  HISTORY     - 1963     GOOD             NGS
 HE0094
 HE0094                          STATION DESCRIPTION
 HE0094
 HE0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0094'4.2 MI NW FROM FILLEY.
 HE0094'ABOUT 4.2 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HE0094'CHRISTIAN CHURCH AT FILLEY, AT THE JUNCTION OF STATE HIGHWAYS
 HE0094'32 AND 97, 46 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 HE0094'32, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL
 HE0094'OF A CONCRETE CULVERT UNDER STATE HIGHWAY 97, 14 FEET NORTH
 HE0094'OF THE CENTER LINE OF STATE HIGHWAY 97, 150 FEET WEST OF THE
 HE0094'CENTER OF THE JUNCTION OF THE 2 HIGHWAYS, AND ABOUT LEVEL
 HE0094'WITH THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1701 ***********************************************************************
 JD1701  DESIGNATION -  B 263
 JD1701  PID         -  JD1701
 JD1701  STATE/COUNTY-  MO/ST CLAIR
 JD1701  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1701
 JD1701                         *CURRENT SURVEY CONTROL
 JD1701  ___________________________________________________________________
 JD1701* NAD 83(1986)-  38 11 07.     (N)    093 59 46.     (W)     SCALED    
 JD1701* NAVD 88     -       257.485  (meters)     844.77   (feet)  ADJUSTED  
 JD1701  ___________________________________________________________________
 JD1701  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JD1701  DYNAMIC HT  -         257.299 (meters)     844.16  (feet)  COMP
 JD1701  MODELED GRAV-     979,902.9   (mgal)                       NAVD 88
 JD1701
 JD1701  VERT ORDER  -  SECOND    CLASS 0
 JD1701
 JD1701.The horizontal coordinates were scaled from a topographic map and have
 JD1701.an estimated accuracy of +/- 6 seconds.
 JD1701
 JD1701.The orthometric height was determined by differential leveling
 JD1701.and adjusted by the National Geodetic Survey in June 1991..
 JD1701
 JD1701.The geoid height was determined by GEOID03.
 JD1701
 JD1701.The dynamic height is computed by dividing the NAVD 88
 JD1701.geopotential number by the normal gravity value computed on the
 JD1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1701.degrees latitude (g = 980.6199 gals.).
 JD1701
 JD1701.The modeled gravity was interpolated from observed gravity values.
 JD1701
 JD1701;                    North         East    Units  Estimated Accuracy
 JD1701;SPC MO W     -   224,130.      894,140.      MT  (+/- 180 meters Scaled)
 JD1701
 JD1701                          SUPERSEDED SURVEY CONTROL
 JD1701
 JD1701  NGVD 29 (??/??/92)  257.386  (m)          844.44   (f) ADJ UNCH    2 0
 JD1701
 JD1701.Superseded values are not recommended for survey control.
 JD1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1701.See file dsdata.txt to determine how the superseded data were derived.
 JD1701
 JD1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC127268(NAD 83)
 JD1701_MARKER: DB = BENCH MARK DISK
 JD1701_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1701_SP_SET: 8 FEET
 JD1701_STAMPING: B 263 1963
 JD1701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1701
 JD1701  HISTORY     - Date     Condition        Report By
 JD1701  HISTORY     - 1963     MONUMENTED       CGS
 JD1701
 JD1701                          STATION DESCRIPTION
 JD1701
 JD1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1701'2.1 MI E FROM APPELTON CITY.
 JD1701'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1701'MISSOURI-KANSAS-TEXAS RAILWAY STATION AT APPELTON CITY, THENCE 0.25
 JD1701'MILE SOUTH ALONG STATE ROAD A, AT THE T ROAD JUNCTION OF STATE
 JD1701'ROAD AA, 49 FEET EAST OF THE CENTER LINE OF STATE ROAD A,
 JD1701'53 FEET SOUTH OF THE CENTER LINE OF STATE ROAD AA, 73 FEET
 JD1701'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 26 FEET SOUTHWEST
 JD1701'OF A POWER POLE, 1/2 FOOT NORTHWEST OF A FENCE, 0.9 FOOT NORTHEAST
 JD1701'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP
 JD1701'OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 JD1701'8 1/2 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0617 ***********************************************************************
 JE0617  DESIGNATION -  B 264
 JE0617  PID         -  JE0617
 JE0617  STATE/COUNTY-  MO/BATES
 JE0617  USGS QUAD   -  PLEASANT GAP (1961)
 JE0617
 JE0617                         *CURRENT SURVEY CONTROL
 JE0617  ___________________________________________________________________
 JE0617* NAD 83(1986)-  38 08 10.     (N)    094 10 32.     (W)     SCALED    
 JE0617* NAVD 88     -       253.701  (meters)     832.35   (feet)  ADJUSTED  
 JE0617  ___________________________________________________________________
 JE0617  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JE0617  DYNAMIC HT  -         253.514 (meters)     831.74  (feet)  COMP
 JE0617  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 JE0617
 JE0617  VERT ORDER  -  SECOND    CLASS 0
 JE0617
 JE0617.The horizontal coordinates were scaled from a topographic map and have
 JE0617.an estimated accuracy of +/- 6 seconds.
 JE0617
 JE0617.The orthometric height was determined by differential leveling
 JE0617.and adjusted by the National Geodetic Survey in June 1991..
 JE0617
 JE0617.The geoid height was determined by GEOID03.
 JE0617
 JE0617.The dynamic height is computed by dividing the NAVD 88
 JE0617.geopotential number by the normal gravity value computed on the
 JE0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0617.degrees latitude (g = 980.6199 gals.).
 JE0617
 JE0617.The modeled gravity was interpolated from observed gravity values.
 JE0617
 JE0617;                    North         East    Units  Estimated Accuracy
 JE0617;SPC MO W     -   218,610.      878,440.      MT  (+/- 180 meters Scaled)
 JE0617
 JE0617                          SUPERSEDED SURVEY CONTROL
 JE0617
 JE0617  NGVD 29 (??/??/92)  253.587  (m)          831.98   (f) ADJ UNCH    2 0
 JE0617
 JE0617.Superseded values are not recommended for survey control.
 JE0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0617.See file dsdata.txt to determine how the superseded data were derived.
 JE0617
 JE0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC969215(NAD 83)
 JE0617_MARKER: DB = BENCH MARK DISK
 JE0617_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0617_SP_SET: 9 1/2 FEET
 JE0617_STAMPING: B 264 1963
 JE0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0617
 JE0617  HISTORY     - Date     Condition        Report By
 JE0617  HISTORY     - 1963     MONUMENTED       CGS
 JE0617
 JE0617                          STATION DESCRIPTION
 JE0617
 JE0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0617'2.7 MI S FROM PLEASANT GAP.
 JE0617'ABOUT 2.7 MILES SOUTH ALONG STATE ROAD 0 FROM THE CHRISTIAN
 JE0617'CHURCH AT PLEASANT GAP OR ABOUT 0.15 MILE WEST ALONG A GRAVELED
 JE0617'STREET FROM THE EVANGELICAL CHURCH AT PRAIRIE CITY, THENCE 3.9
 JE0617'MILES NORTH ALONG STATE ROAD 0, 46 FEET NORTH OF THE CENTER LINE
 JE0617'OF THE ROAD, 11 FEET SOUTH OF A POWER POLE 90-25-1, 1 FOOT SOUTH OF
 JE0617'A WOVEN WIRE FENCE, 1.1 FEET WEST OF A METAL WITNESS POST, ABOUT
 JE0617'LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JE0617'WHICH IS DRIVEN TO A DEPTH OF 9 1/2 FEET AND ENCASED IN A 6-INCH
 JE0617'TILE PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0685 ***********************************************************************
 JE0685  DESIGNATION -  B 265
 JE0685  PID         -  JE0685
 JE0685  STATE/COUNTY-  MO/BATES
 JE0685  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0685
 JE0685                         *CURRENT SURVEY CONTROL
 JE0685  ___________________________________________________________________
 JE0685* NAD 83(1986)-  38 08 27.     (N)    094 15 24.     (W)     SCALED    
 JE0685* NAVD 88     -       261.226  (meters)     857.04   (feet)  ADJUSTED  
 JE0685  ___________________________________________________________________
 JE0685  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JE0685  DYNAMIC HT  -         261.034 (meters)     856.41  (feet)  COMP
 JE0685  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 JE0685
 JE0685  VERT ORDER  -  SECOND    CLASS 0
 JE0685
 JE0685.The horizontal coordinates were scaled from a topographic map and have
 JE0685.an estimated accuracy of +/- 6 seconds.
 JE0685
 JE0685.The orthometric height was determined by differential leveling
 JE0685.and adjusted by the National Geodetic Survey in June 1991..
 JE0685
 JE0685.The geoid height was determined by GEOID03.
 JE0685
 JE0685.The dynamic height is computed by dividing the NAVD 88
 JE0685.geopotential number by the normal gravity value computed on the
 JE0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0685.degrees latitude (g = 980.6199 gals.).
 JE0685
 JE0685.The modeled gravity was interpolated from observed gravity values.
 JE0685
 JE0685;                    North         East    Units  Estimated Accuracy
 JE0685;SPC MO W     -   219,110.      871,330.      MT  (+/- 180 meters Scaled)
 JE0685
 JE0685                          SUPERSEDED SURVEY CONTROL
 JE0685
 JE0685  NGVD 29 (??/??/92)  261.112  (m)          856.66   (f) ADJ UNCH    2 0
 JE0685
 JE0685.Superseded values are not recommended for survey control.
 JE0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0685.See file dsdata.txt to determine how the superseded data were derived.
 JE0685
 JE0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC898221(NAD 83)
 JE0685_MARKER: DB = BENCH MARK DISK
 JE0685_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0685_SP_SET: 8 FEET
 JE0685_STAMPING: B 265 1963
 JE0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0685
 JE0685  HISTORY     - Date     Condition        Report By
 JE0685  HISTORY     - 1963     MONUMENTED       CGS
 JE0685
 JE0685                          STATION DESCRIPTION
 JE0685
 JE0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0685'6.2 MI SW FROM PLEASANT GAP.
 JE0685'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0685'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRADED
 JE0685'DIRT ROAD, THENCE 2.0 MILES SOUTH ALONG STATE ROAD N, 120 FEET
 JE0685'NORTHWEST OF THE NORTH WEST CORNER OF A FARM HOUSE, 35 FEET WEST
 JE0685'OF THE CENTER LINE OF THE ROAD, 36 FEET NORTH OF THE CENTER OF
 JE0685'A GATE, 7 FEET NORTH OF A POWER POLE BEARING A TRANSFORMER, 1
 JE0685'FOOT EAST OF A FENCE, 1.3 FEET NORTH OF A METAL WITNESS POST,
 JE0685'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 JE0685'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET
 JE0685'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0048 ***********************************************************************
 JE0048  DESIGNATION -  B 266
 JE0048  PID         -  JE0048
 JE0048  STATE/COUNTY-  MO/CASS
 JE0048  USGS QUAD   -  PLEASANT HILL (1990)
 JE0048
 JE0048                         *CURRENT SURVEY CONTROL
 JE0048  ___________________________________________________________________
 JE0048* NAD 83(1986)-  38 46 14.     (N)    094 17 17.     (W)     SCALED    
 JE0048* NAVD 88     -       261.054  (meters)     856.47   (feet)  ADJUSTED  
 JE0048  ___________________________________________________________________
 JE0048  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JE0048  DYNAMIC HT  -         260.878 (meters)     855.90  (feet)  COMP
 JE0048  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 JE0048
 JE0048  VERT ORDER  -  FIRST     CLASS II
 JE0048
 JE0048.The horizontal coordinates were scaled from a topographic map and have
 JE0048.an estimated accuracy of +/- 6 seconds.
 JE0048
 JE0048.The orthometric height was determined by differential leveling
 JE0048.and adjusted by the National Geodetic Survey in June 1991..
 JE0048
 JE0048.The geoid height was determined by GEOID03.
 JE0048
 JE0048.The dynamic height is computed by dividing the NAVD 88
 JE0048.geopotential number by the normal gravity value computed on the
 JE0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0048.degrees latitude (g = 980.6199 gals.).
 JE0048
 JE0048.The modeled gravity was interpolated from observed gravity values.
 JE0048
 JE0048;                    North         East    Units  Estimated Accuracy
 JE0048;SPC MO W     -   289,000.      868,420.      MT  (+/- 180 meters Scaled)
 JE0048
 JE0048                          SUPERSEDED SURVEY CONTROL
 JE0048
 JE0048  NGVD 29 (??/??/92)  260.947  (m)          856.12   (f) ADJ UNCH    1 2
 JE0048
 JE0048.Superseded values are not recommended for survey control.
 JE0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0048.See file dsdata.txt to determine how the superseded data were derived.
 JE0048
 JE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC881921(NAD 83)
 JE0048_MARKER: DB = BENCH MARK DISK
 JE0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0048_SP_SET: BRIDGE ABUTMENT
 JE0048_STAMPING: B 166 1963
 JE0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0048
 JE0048  HISTORY     - Date     Condition        Report By
 JE0048  HISTORY     - 1963     MONUMENTED       CGS
 JE0048
 JE0048                          STATION DESCRIPTION
 JE0048
 JE0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0048'1.6 MI SW FROM PLEASANT HILL.
 JE0048'ABOUT 1.55 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0048'FROM THE STATION AT PLEASANT HILL, IN SECTION 30, T 46 N, R 30 W,
 JE0048'2 1/2 POLES SOUTHWEST OF MILEPOST 250 AND SET IN THE TOP OF THE
 JE0048'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A STEEL GURDER BRIDGE
 JE0048'2500 OVER MIDDLE BIG CREEK, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 JE0048'TRACK, 4 FEET NORTHWEST OF THE NORTHWEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0388 ***********************************************************************
 JE0388  DESIGNATION -  B 267
 JE0388  PID         -  JE0388
 JE0388  STATE/COUNTY-  MO/BATES
 JE0388  USGS QUAD   -  NEW HOME (1991)
 JE0388
 JE0388                         *CURRENT SURVEY CONTROL
 JE0388  ___________________________________________________________________
 JE0388* NAD 83(1986)-  38 11 35.     (N)    094 28 53.     (W)     SCALED    
 JE0388* NAVD 88     -       233.725  (meters)     766.81   (feet)  ADJUSTED  
 JE0388  ___________________________________________________________________
 JE0388  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE0388  DYNAMIC HT  -         233.557 (meters)     766.26  (feet)  COMP
 JE0388  MODELED GRAV-     979,904.2   (mgal)                       NAVD 88
 JE0388
 JE0388  VERT ORDER  -  SECOND    CLASS 0
 JE0388
 JE0388.The horizontal coordinates were scaled from a topographic map and have
 JE0388.an estimated accuracy of +/- 6 seconds.
 JE0388
 JE0388.The orthometric height was determined by differential leveling
 JE0388.and adjusted by the National Geodetic Survey in June 1991..
 JE0388
 JE0388.The geoid height was determined by GEOID03.
 JE0388
 JE0388.The dynamic height is computed by dividing the NAVD 88
 JE0388.geopotential number by the normal gravity value computed on the
 JE0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0388.degrees latitude (g = 980.6199 gals.).
 JE0388
 JE0388.The modeled gravity was interpolated from observed gravity values.
 JE0388
 JE0388;                    North         East    Units  Estimated Accuracy
 JE0388;SPC MO W     -   224,880.      851,630.      MT  (+/- 180 meters Scaled)
 JE0388
 JE0388                          SUPERSEDED SURVEY CONTROL
 JE0388
 JE0388  NGVD 29 (??/??/92)  233.597  (m)          766.39   (f) ADJ UNCH    2 0
 JE0388
 JE0388.Superseded values are not recommended for survey control.
 JE0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0388.See file dsdata.txt to determine how the superseded data were derived.
 JE0388
 JE0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC702282(NAD 83)
 JE0388_MARKER: DB = BENCH MARK DISK
 JE0388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0388_SP_SET: 20 FEET
 JE0388_STAMPING: B 267 1963
 JE0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0388
 JE0388  HISTORY     - Date     Condition        Report By
 JE0388  HISTORY     - 1963     MONUMENTED       CGS
 JE0388  HISTORY     - 19871215 MARK NOT FOUND   USPSQD
 JE0388
 JE0388                          STATION DESCRIPTION
 JE0388
 JE0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0388'3.6 MI NE FROM FOSTER.
 JE0388'ABOUT 0.1 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT
 JE0388'FOSTER, THENCE 0.35 MILE NORTH ALONG STATE ROAD U, THENCE 2.95
 JE0388'MILES NORTHEAST ALONG A WINDING DIRT ROAD, THENCE 0.25 MILE
 JE0388'NORTHEAST ALONG A GRAVELED ROAD, 0.1 MILE NORTH OF BRIDGE OVER
 JE0388'MARAIS CYGNES RIVER, 23 FEET WEST OF THE CENTER LINE OF THE
 JE0388'ROAD, 2 FEET EAST OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS
 JE0388'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 JE0388'COPPER COATED ROAD THAT IS DRIVEN TO A DEPTH OF 20 FEET AND
 JE0388'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 JE0388
 JE0388                          STATION RECOVERY (1987)
 JE0388
 JE0388'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 JE0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1382 ***********************************************************************
 JD1382  DESIGNATION -  B 268
 JD1382  PID         -  JD1382
 JD1382  STATE/COUNTY-  MO/MORGAN
 JD1382  USGS QUAD   -  CROCKERVILLE (1980)
 JD1382
 JD1382                         *CURRENT SURVEY CONTROL
 JD1382  ___________________________________________________________________
 JD1382* NAD 83(1986)-  38 26 38.     (N)    093 01 13.     (W)     SCALED    
 JD1382* NAVD 88     -       327.275  (meters)    1073.73   (feet)  ADJUSTED  
 JD1382  ___________________________________________________________________
 JD1382  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD1382  DYNAMIC HT  -         327.040 (meters)    1072.96  (feet)  COMP
 JD1382  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 JD1382
 JD1382  VERT ORDER  -  SECOND    CLASS 0
 JD1382
 JD1382.The horizontal coordinates were scaled from a topographic map and have
 JD1382.an estimated accuracy of +/- 6 seconds.
 JD1382
 JD1382.The orthometric height was determined by differential leveling
 JD1382.and adjusted by the National Geodetic Survey in June 1991..
 JD1382
 JD1382.The geoid height was determined by GEOID03.
 JD1382
 JD1382.The dynamic height is computed by dividing the NAVD 88
 JD1382.geopotential number by the normal gravity value computed on the
 JD1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1382.degrees latitude (g = 980.6199 gals.).
 JD1382
 JD1382.The modeled gravity was interpolated from observed gravity values.
 JD1382
 JD1382;                    North         East    Units  Estimated Accuracy
 JD1382;SPC MO C     -   289,830.      454,580.      MT  (+/- 180 meters Scaled)
 JD1382
 JD1382                          SUPERSEDED SURVEY CONTROL
 JD1382
 JD1382  NGVD 29 (??/??/92)  327.154  (m)         1073.34   (f) ADJ UNCH    2 0
 JD1382
 JD1382.Superseded values are not recommended for survey control.
 JD1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1382.See file dsdata.txt to determine how the superseded data were derived.
 JD1382
 JD1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC982550(NAD 83)
 JD1382_MARKER: DB = BENCH MARK DISK
 JD1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1382_SP_SET: CONCRETE POST
 JD1382_STAMPING: B 268 1963
 JD1382_MARK LOGO: CGS   
 JD1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1382+STABILITY: SURFACE MOTION
 JD1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD1382+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 JD1382
 JD1382  HISTORY     - Date     Condition        Report By
 JD1382  HISTORY     - 1963     MONUMENTED       CGS
 JD1382  HISTORY     - 19910520 GOOD             NGS
 JD1382
 JD1382                          STATION DESCRIPTION
 JD1382
 JD1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1382'2 MI W FROM STOVER.
 JD1382'1.3 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD
 JD1382'FROM THE STATION AT STOVER, THENCE 0.45 MILE NORTH ALONG A
 JD1382'GRAVELED ROAD, THENCE 0.25 MILE WEST ALONG STATE HIGHWAYS 52 AND
 JD1382'135, IN SECTION 33, T 43 N, R 19 W, AT THE JUNCTIONS OF HIGHWAYS
 JD1382'52 AND 135, 86 FEET NORTH OF THE CENTER LINE OF HIGHWAY 52, 104
 JD1382'FEET EAST OF THE CENTER LINE OF HIGHWAY 135, 1 1/2 FEET SOUTHWEST
 JD1382'OF A FENCE, 114 FEET NORTHEAST OF CENTER OF JUNCTION, 1.6 FEET
 JD1382'NORTHWEST OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE
 JD1382'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JD1382
 JD1382                          STATION RECOVERY (1991)
 JD1382
 JD1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JD1382'STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) WEST OF STOVER, 4.5 KM
 JD1382'(2.8 MI) EAST OF THE MORGAN-BENTON COUNTY LINE, IN THE NORTHEAST
 JD1382'ANGLE OF JUNCTION OF STATE HIGHWAYS 52, 135 AND COUNTY ROAD FF, AND
 JD1382'ON HIGHWAY RIGHT-OF-WAY. OWNERSHIP--STATE OF MISSOURI DEPARTMENT OF
 JD1382'TRANSPORTATION.
 JD1382'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 135 SOUTH IN
 JD1382'STOVER, GO WEST ON HIGHWAYS 52 AND 135 FOR 2.71 KM (1.68 MI) TO ITS
 JD1382'JUNCTION WITH HIGHWAY 135 NORTH AND THE STATION ON THE RIGHT.
 JD1382'STATION IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST PROJECTING 5
 JD1382'CM, LOCATED 24.3 M (79.7 FT) NORTH OF AND 1.0 M (3.3 FT) HIGHER THAN
 JD1382'THE CENTER OF HIGHWAY 52, 30.7 M (100.7 FT) EAST OF THE CENTER OF
 JD1382'HIGHWAY 135, 0.5 M (1.6 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 0.5
 JD1382'M (1.6 FT) NORTHWEST OF A METAL WITNESS POST, AND 6.4 M (21.0 FT)
 JD1382'SOUTHEAST OF A 1.0 M (3.3 FT) HIGH CEDAR TREE STUMP IN THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0983 ***********************************************************************
 JD0983  DESIGNATION -  B 269
 JD0983  PID         -  JD0983
 JD0983  STATE/COUNTY-  MO/MORGAN
 JD0983  USGS QUAD   -  PYRMONT (1961)
 JD0983
 JD0983                         *CURRENT SURVEY CONTROL
 JD0983  ___________________________________________________________________
 JD0983* NAD 83(1986)-  38 36 52.     (N)    093 03 06.     (W)     SCALED    
 JD0983* NAVD 88     -       241.673  (meters)     792.89   (feet)  ADJUSTED  
 JD0983  ___________________________________________________________________
 JD0983  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0983  DYNAMIC HT  -         241.505 (meters)     792.34  (feet)  COMP
 JD0983  MODELED GRAV-     979,930.3   (mgal)                       NAVD 88
 JD0983
 JD0983  VERT ORDER  -  SECOND    CLASS 0
 JD0983
 JD0983.The horizontal coordinates were scaled from a topographic map and have
 JD0983.an estimated accuracy of +/- 6 seconds.
 JD0983
 JD0983.The orthometric height was determined by differential leveling
 JD0983.and adjusted by the National Geodetic Survey in June 1991..
 JD0983
 JD0983.The geoid height was determined by GEOID03.
 JD0983
 JD0983.The dynamic height is computed by dividing the NAVD 88
 JD0983.geopotential number by the normal gravity value computed on the
 JD0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0983.degrees latitude (g = 980.6199 gals.).
 JD0983
 JD0983.The modeled gravity was interpolated from observed gravity values.
 JD0983
 JD0983;                    North         East    Units  Estimated Accuracy
 JD0983;SPC MO C     -   308,780.      451,960.      MT  (+/- 180 meters Scaled)
 JD0983
 JD0983                          SUPERSEDED SURVEY CONTROL
 JD0983
 JD0983  NGVD 29 (??/??/92)  241.572  (m)          792.56   (f) ADJ UNCH    2 0
 JD0983
 JD0983.Superseded values are not recommended for survey control.
 JD0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0983.See file dsdata.txt to determine how the superseded data were derived.
 JD0983
 JD0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC955739(NAD 83)
 JD0983_MARKER: DB = BENCH MARK DISK
 JD0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0983_STAMPING: B 269 1963
 JD0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0983+STABILITY: SURFACE MOTION
 JD0983
 JD0983  HISTORY     - Date     Condition        Report By
 JD0983  HISTORY     - 1963     MONUMENTED       CGS
 JD0983
 JD0983                          STATION DESCRIPTION
 JD0983
 JD0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0983'6.7 MI SE FROM SMITHTON.
 JD0983'ABOUT 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0983'THE STATION AT SMITHTON, THENCE 3.55 MILES SOUTH ALONG STATE
 JD0983'ROAD W, THENCE 2.85 MILES SOUTHEAST ALONG STATE ROAD DD, IN
 JD0983'T 44 N, R 19 W, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 49
 JD0983'FEET SOUTH OF THE CENTER OF THE JUNCTION 2.0 FEET EAST OF A
 JD0983'FENCE, 27 1/2 FEET SOUTHWEST OF A POWER POLE, 1.1 FEET SOUTH OF A
 JD0983'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JD0983'PROJECTING 3 INCHES, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0991 ***********************************************************************
 GD0991  DESIGNATION -  B 27
 GD0991  PID         -  GD0991
 GD0991  STATE/COUNTY-  MO/NEW MADRID
 GD0991  USGS QUAD   -  NEW MADRID (1971)
 GD0991
 GD0991                         *CURRENT SURVEY CONTROL
 GD0991  ___________________________________________________________________
 GD0991* NAD 83(1986)-  36 35 22.     (N)    089 31 50.     (W)     SCALED    
 GD0991* NAVD 88     -        90.483  (meters)     296.86   (feet)  ADJUSTED  
 GD0991  ___________________________________________________________________
 GD0991  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD0991  DYNAMIC HT  -          90.411 (meters)     296.62  (feet)  COMP
 GD0991  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 GD0991
 GD0991  VERT ORDER  -  FIRST     CLASS I
 GD0991
 GD0991.The horizontal coordinates were scaled from a topographic map and have
 GD0991.an estimated accuracy of +/- 6 seconds.
 GD0991
 GD0991.The orthometric height was determined by differential leveling
 GD0991.and adjusted by the National Geodetic Survey in June 1991..
 GD0991
 GD0991.The geoid height was determined by GEOID03.
 GD0991
 GD0991.The dynamic height is computed by dividing the NAVD 88
 GD0991.geopotential number by the normal gravity value computed on the
 GD0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0991.degrees latitude (g = 980.6199 gals.).
 GD0991
 GD0991.The modeled gravity was interpolated from observed gravity values.
 GD0991
 GD0991;                    North         East    Units  Estimated Accuracy
 GD0991;SPC MO E     -    84,330.      336,750.      MT  (+/- 180 meters Scaled)
 GD0991
 GD0991                          SUPERSEDED SURVEY CONTROL
 GD0991
 GD0991  NGVD 29 (??/??/??)   90.364  (m)          296.47   (f) ADJUSTED    1 1
 GD0991
 GD0991.Superseded values are not recommended for survey control.
 GD0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0991.See file dsdata.txt to determine how the superseded data were derived.
 GD0991
 GD0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF736523(NAD 83)
 GD0991_MARKER: DB = BENCH MARK DISK
 GD0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0991_SP_SET: CONCRETE POST
 GD0991_STAMPING: B 27 1933
 GD0991_MARK LOGO: CGS   
 GD0991_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0991+STABILITY: SURFACE MOTION
 GD0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0991+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 GD0991
 GD0991  HISTORY     - Date     Condition        Report By
 GD0991  HISTORY     - 1933     MONUMENTED       CGS
 GD0991  HISTORY     - 1976     GOOD             NGS
 GD0991  HISTORY     - 20020603 GOOD             USACE
 GD0991  HISTORY     - 20030803 GOOD             USACE
 GD0991
 GD0991                          STATION DESCRIPTION
 GD0991
 GD0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD0991'IN NEW MADRID.
 GD0991'ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD, 178 YARDS WEST OF THE
 GD0991'CROSSING OF MITCHELL AVENUE, 56.0 FEET WEST OF NORTHWEST CORNER
 GD0991'OF FORMER STATION BUILDING NOW HOUSING THE JR. CHAMBER OF
 GD0991'COMMERCE OFFICE, IN LINE WITH THE NORTH WALL OF BUILDING, 16.0
 GD0991'FEET SOUTH OF SOUTH RAIL, 54.5 FEET NORTH OF NORTH RAIL OF SPUR
 GD0991'TRACK.
 GD0991
 GD0991                          STATION RECOVERY (2002)
 GD0991
 GD0991'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0991'TO REACH THE STATION FROM THE INTERSECTION OF POWELL STREET AND
 GD0991'VIRGINIA STREET, AT NW CORNER OF COURTHOUSE LAWN, GO NORTH ALONG
 GD0991'POWELL STREET FOR 0.1 MI (0.2 KM) TO RILEY STREET ON LEFT, TURN LEFT,
 GD0991'GO WEST ONE BLOCK TO T-INTERSECTION, CONTINUE WEST ALONG OLD RR GRADE
 GD0991'FOR 0.15 MI (0.24 KM) TO MARK ON LEFT, WEST OF OLD RAILWAY STATION.
 GD0991'THE STATION HAS BEEN SCRAPED BY EVIDENTLY, MOWER BLADE.  STAMPING
 GD0991'DIFFICULT TO READ.  MARK IS 56 FT (17.1 M) W OF NW CORNER OLD RAILWAY
 GD0991'STATION, 15 FT (4.6 M) SOUTH OF CENTERLINE OF OLD RAILROAD GRADE, 40
 GD0991'FT (12.2 M) SOUTH OF PP AND CARSONITE WITNESS POST, 72 FT (21.9 M)
 GD0991'NORTH OF NORTHWEST CORNER OLD TIN BUILDING, AND 73.5 FT (22.4 M)
 GD0991'SOUTHWEST OF TEL JCT BOX.
 GD0991
 GD0991                          STATION RECOVERY (2003)
 GD0991
 GD0991'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 GD0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1046 ***********************************************************************
 JD1046  DESIGNATION -  B 270
 JD1046  PID         -  JD1046
 JD1046  STATE/COUNTY-  MO/PETTIS
 JD1046  USGS QUAD   -  SEDALIA EAST (1973)
 JD1046
 JD1046                         *CURRENT SURVEY CONTROL
 JD1046  ___________________________________________________________________
 JD1046* NAD 83(1986)-  38 37 46.     (N)    093 10 49.     (W)     SCALED    
 JD1046* NAVD 88     -       259.593  (meters)     851.68   (feet)  ADJUSTED  
 JD1046  ___________________________________________________________________
 JD1046  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1046  DYNAMIC HT  -         259.412 (meters)     851.09  (feet)  COMP
 JD1046  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 JD1046
 JD1046  VERT ORDER  -  SECOND    CLASS 0
 JD1046
 JD1046.The horizontal coordinates were scaled from a topographic map and have
 JD1046.an estimated accuracy of +/- 6 seconds.
 JD1046
 JD1046.The orthometric height was determined by differential leveling
 JD1046.and adjusted by the National Geodetic Survey in June 1991..
 JD1046
 JD1046.The geoid height was determined by GEOID03.
 JD1046
 JD1046.The dynamic height is computed by dividing the NAVD 88
 JD1046.geopotential number by the normal gravity value computed on the
 JD1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1046.degrees latitude (g = 980.6199 gals.).
 JD1046
 JD1046.The modeled gravity was interpolated from observed gravity values.
 JD1046
 JD1046;                    North         East    Units  Estimated Accuracy
 JD1046;SPC MO C     -   310,520.      440,770.      MT  (+/- 180 meters Scaled)
 JD1046
 JD1046                          SUPERSEDED SURVEY CONTROL
 JD1046
 JD1046  NGVD 29 (??/??/92)  259.488  (m)          851.34   (f) ADJ UNCH    2 0
 JD1046
 JD1046.Superseded values are not recommended for survey control.
 JD1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1046.See file dsdata.txt to determine how the superseded data were derived.
 JD1046
 JD1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC843756(NAD 83)
 JD1046_MARKER: DB = BENCH MARK DISK
 JD1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1046_SP_SET: CULVERT
 JD1046_STAMPING: B 270 1963
 JD1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1046
 JD1046  HISTORY     - Date     Condition        Report By
 JD1046  HISTORY     - 1963     MONUMENTED       CGS
 JD1046
 JD1046                          STATION DESCRIPTION
 JD1046
 JD1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1046'6.7 MI NW FROM SPRING FORK.
 JD1046'ABOUT 1.1 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGEOVER
 JD1046'SPRING FORK CREEK AT SPRING FORK, THENCE 1.0 MILE NORTH ALONG
 JD1046'COUNTY ROAD U, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD,
 JD1046'THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.3 MILES
 JD1046'EAST ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTH ALONG A GRAVELED
 JD1046'ROAD, IN SECTION 36, T 45 N, R 21 W, OR 0.8 MILE WEST ALONG
 JD1046'THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT SMITHTON,
 JD1046'THENCE 1.1 MILES SOUTH ALONG A GRAVELDD ROAD, THENCE 0.8 MILE
 JD1046'WEST ALONG A WINDING GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG A
 JD1046'PAVED ROAD, THENCE 2.15 MILES SOUTH ALONG A GRAVELED ROAD,
 JD1046'THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 JD1046'SOUTH ALONG A GRAVELED ROAD, THENCE 1.45 MILES NORTHWEST ALONG
 JD1046'COUNTY ROAD C, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 JD1046'0.7 MILE SOUTH ALONG A GRAVELED ROAD, 12 FEET WEST OF THE
 JD1046'CENTER LINE OF THE ROAD, 9 FEET EAST OF A FENCE, ABOUT LEVEL WITH
 JD1046'THE ROAD, AND SET IN THE TOP OF THE WEST HEADWALL OF A CONCRETE
 JD1046'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1281 ***********************************************************************
 JD1281  DESIGNATION -  B 271
 JD1281  PID         -  JD1281
 JD1281  STATE/COUNTY-  MO/BENTON
 JD1281  USGS QUAD   -  LINCOLN (1961)
 JD1281
 JD1281                         *CURRENT SURVEY CONTROL
 JD1281  ___________________________________________________________________
 JD1281* NAD 83(1986)-  38 24 38.     (N)    093 18 11.     (W)     SCALED    
 JD1281* NAVD 88     -       276.828  (meters)     908.23   (feet)  ADJUSTED  
 JD1281  ___________________________________________________________________
 JD1281  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JD1281  DYNAMIC HT  -         276.632 (meters)     907.58  (feet)  COMP
 JD1281  MODELED GRAV-     979,915.1   (mgal)                       NAVD 88
 JD1281
 JD1281  VERT ORDER  -  SECOND    CLASS 0
 JD1281
 JD1281.The horizontal coordinates were scaled from a topographic map and have
 JD1281.an estimated accuracy of +/- 6 seconds.
 JD1281
 JD1281.The orthometric height was determined by differential leveling
 JD1281.and adjusted by the National Geodetic Survey in June 1991..
 JD1281
 JD1281.The geoid height was determined by GEOID03.
 JD1281
 JD1281.The dynamic height is computed by dividing the NAVD 88
 JD1281.geopotential number by the normal gravity value computed on the
 JD1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1281.degrees latitude (g = 980.6199 gals.).
 JD1281
 JD1281.The modeled gravity was interpolated from observed gravity values.
 JD1281
 JD1281;                    North         East    Units  Estimated Accuracy
 JD1281;SPC MO C     -   286,310.      429,870.      MT  (+/- 180 meters Scaled)
 JD1281
 JD1281                          SUPERSEDED SURVEY CONTROL
 JD1281
 JD1281  NGVD 29 (??/??/92)  276.701  (m)          907.81   (f) ADJ UNCH    2 0
 JD1281
 JD1281.Superseded values are not recommended for survey control.
 JD1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1281.See file dsdata.txt to determine how the superseded data were derived.
 JD1281
 JD1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC735514(NAD 83)
 JD1281_MARKER: DB = BENCH MARK DISK
 JD1281_SETTING: 66 = SET IN ROCK OUTCROP
 JD1281_SP_SET: ROCK OUTCROP
 JD1281_STAMPING: B 271 1963
 JD1281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1281+STABILITY: POSITION/ELEVATION WELL
 JD1281
 JD1281  HISTORY     - Date     Condition        Report By
 JD1281  HISTORY     - 1963     MONUMENTED       CGS
 JD1281
 JD1281                          STATION DESCRIPTION
 JD1281
 JD1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1281'2.9 MI NE FROM LINCOLN.
 JD1281'0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINCOLN,
 JD1281'THENCE 0.75 MILE NORTH ALONG U.S. HIGHWAY 65, THENCE 1.0 MILE
 JD1281'EAST ALONG A GRAVELED ROAD, THENCE 0.55 MILE NORTH ALONG A
 JD1281'GRAVELED ROAD, THENCE 0.35 MILE NORTHEAST ALONG A GRAVELED
 JD1281'ROAD, IN SECTION 24, T 42 N, R 22 W, 42 FEET SOUTHEAST OF THE
 JD1281'CENTER LINE OF THE ROAD, 175 FEET NORTHEAST OF THE CENTER LINE
 JD1281'OF A DRIVEWAY OF THE H.W. CRAIG FARM, 1.0 FOOT SOUTHEAST OF A
 JD1281'FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JD1281'TOP OF A FLAT ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1595 ***********************************************************************
 JD1595  DESIGNATION -  B 272
 JD1595  PID         -  JD1595
 JD1595  STATE/COUNTY-  MO/HENRY
 JD1595  USGS QUAD   -  LEESVILLE (1981)
 JD1595
 JD1595                         *CURRENT SURVEY CONTROL
 JD1595  ___________________________________________________________________
 JD1595* NAD 83(1986)-  38 20 52.     (N)    093 36 49.     (W)     SCALED    
 JD1595* NAVD 88     -       245.084  (meters)     804.08   (feet)  ADJUSTED  
 JD1595  ___________________________________________________________________
 JD1595  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JD1595  DYNAMIC HT  -         244.913 (meters)     803.52  (feet)  COMP
 JD1595  MODELED GRAV-     979,926.0   (mgal)                       NAVD 88
 JD1595
 JD1595  VERT ORDER  -  SECOND    CLASS 0
 JD1595
 JD1595.The horizontal coordinates were scaled from a topographic map and have
 JD1595.an estimated accuracy of +/- 6 seconds.
 JD1595
 JD1595.The orthometric height was determined by differential leveling
 JD1595.and adjusted by the National Geodetic Survey in June 1991..
 JD1595
 JD1595.The geoid height was determined by GEOID03.
 JD1595
 JD1595.The dynamic height is computed by dividing the NAVD 88
 JD1595.geopotential number by the normal gravity value computed on the
 JD1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1595.degrees latitude (g = 980.6199 gals.).
 JD1595
 JD1595.The modeled gravity was interpolated from observed gravity values.
 JD1595
 JD1595;                    North         East    Units  Estimated Accuracy
 JD1595;SPC MO W     -   242,420.      927,480.      MT  (+/- 180 meters Scaled)
 JD1595
 JD1595                          SUPERSEDED SURVEY CONTROL
 JD1595
 JD1595  NGVD 29 (??/??/92)  244.960  (m)          803.67   (f) ADJ UNCH    2 0
 JD1595
 JD1595.Superseded values are not recommended for survey control.
 JD1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1595.See file dsdata.txt to determine how the superseded data were derived.
 JD1595
 JD1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC463445(NAD 83)
 JD1595_MARKER: DB = BENCH MARK DISK
 JD1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1595_STAMPING: B 272 1963
 JD1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1595+STABILITY: SURFACE MOTION
 JD1595
 JD1595  HISTORY     - Date     Condition        Report By
 JD1595  HISTORY     - 1963     MONUMENTED       CGS
 JD1595
 JD1595                          STATION DESCRIPTION
 JD1595
 JD1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1595'6.3 MI NW FROM TIGHTWAD.
 JD1595'ABOUT 6.3 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE SCHOOLHOUSE
 JD1595'AT TIGHTWAD, OR 0.1 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1595'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1595'CLINTON, THENCE 1.4 MILES EAST ALONG EAST FRANKLIN STREET, THENCE
 JD1595'0.25 MILE SOUTH ALONG KRISTINE AVENUE, THENCE 8.65 MILES EAST
 JD1595'ALONG STATE HIGHWAY 7, IN SECTION 7, T 41 N, R 24 W, 53 FEET
 JD1595'EAST-NORTHEAST OF THE CENTER LINE OF THE INTERSECTION WITH A
 JD1595'GRAVELED ROAD, 11 FEET EAST OF A POWER POLE BRACED BY A GUY
 JD1595'WIRE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 JD1595'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD1595'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0317 ***********************************************************************
 KE0317  DESIGNATION -  B 273
 KE0317  PID         -  KE0317
 KE0317  STATE/COUNTY-  MO/JACKSON
 KE0317  USGS QUAD   -  KANSAS CITY (1991)
 KE0317
 KE0317                         *CURRENT SURVEY CONTROL
 KE0317  ___________________________________________________________________
 KE0317* NAD 83(1986)-  39 04 09.     (N)    094 32 21.     (W)     SCALED    
 KE0317* NAVD 88     -       275.305  (meters)     903.23   (feet)  ADJUSTED  
 KE0317  ___________________________________________________________________
 KE0317  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE0317  DYNAMIC HT  -         275.128 (meters)     902.65  (feet)  COMP
 KE0317  MODELED GRAV-     979,976.1   (mgal)                       NAVD 88
 KE0317
 KE0317  VERT ORDER  -  FIRST     CLASS II
 KE0317
 KE0317.The horizontal coordinates were scaled from a topographic map and have
 KE0317.an estimated accuracy of +/- 6 seconds.
 KE0317
 KE0317.The orthometric height was determined by differential leveling
 KE0317.and adjusted by the National Geodetic Survey in June 1991..
 KE0317
 KE0317.The geoid height was determined by GEOID03.
 KE0317
 KE0317.The dynamic height is computed by dividing the NAVD 88
 KE0317.geopotential number by the normal gravity value computed on the
 KE0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0317.degrees latitude (g = 980.6199 gals.).
 KE0317
 KE0317.The modeled gravity was interpolated from observed gravity values.
 KE0317
 KE0317;                    North         East    Units  Estimated Accuracy
 KE0317;SPC MO W     -   322,130.      846,610.      MT  (+/- 180 meters Scaled)
 KE0317
 KE0317                          SUPERSEDED SURVEY CONTROL
 KE0317
 KE0317  NGVD 29 (??/??/92)  275.225  (m)          902.97   (f) ADJ UNCH    1 2
 KE0317
 KE0317.Superseded values are not recommended for survey control.
 KE0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0317.See file dsdata.txt to determine how the superseded data were derived.
 KE0317
 KE0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD668255(NAD 83)
 KE0317_MARKER: DB = BENCH MARK DISK
 KE0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0317_SP_SET: CURB
 KE0317_STAMPING: B 273 1966
 KE0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0317
 KE0317  HISTORY     - Date     Condition        Report By
 KE0317  HISTORY     - 1966     MONUMENTED       CGS
 KE0317  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0317
 KE0317                          STATION DESCRIPTION
 KE0317
 KE0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KE0317'AT KANSAS CITY.
 KE0317'AT KANSAS CITY, IN THE EASTERN PART OF THE CITY, AT THE
 KE0317'INTERSECTION OF 31ST STREET AND CLEVELAND AVENUE, AT THE
 KE0317'NORTHEAST END OF CENTRAL PARK, 20 FEET SOUTH OF THE CENTER
 KE0317'LINE OF 31ST STREET, 19 FEET SOUTH OF THE CENTER LINE OF A
 KE0317'DRIVEWAY LEADING INTO THE PARK, 6 FEET NORTH OF A STORM DRAIN,
 KE0317'AND SET IN THE TOP OF THE SOUTH CONCRETE CURB OF 31ST STREET.
 KE0317
 KE0317                          STATION RECOVERY (2001)
 KE0317
 KE0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0317'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1102 ***********************************************************************
 GD1102  DESIGNATION -  B 274
 GD1102  PID         -  GD1102
 GD1102  STATE/COUNTY-  MO/NEW MADRID
 GD1102  USGS QUAD   -  POINT PLEASANT (1982)
 GD1102
 GD1102                         *CURRENT SURVEY CONTROL
 GD1102  ___________________________________________________________________
 GD1102* NAD 83(1986)-  36 22 43.     (N)    089 33 10.     (W)     SCALED    
 GD1102* NAVD 88     -        90.992  (meters)     298.53   (feet)  ADJUSTED  
 GD1102  ___________________________________________________________________
 GD1102  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GD1102  DYNAMIC HT  -          90.919 (meters)     298.29  (feet)  COMP
 GD1102  MODELED GRAV-     979,822.5   (mgal)                       NAVD 88
 GD1102
 GD1102  VERT ORDER  -  FIRST     CLASS I
 GD1102
 GD1102.The horizontal coordinates were scaled from a topographic map and have
 GD1102.an estimated accuracy of +/- 6 seconds.
 GD1102
 GD1102.The orthometric height was determined by differential leveling
 GD1102.and adjusted by the National Geodetic Survey in June 1991..
 GD1102
 GD1102.The geoid height was determined by GEOID03.
 GD1102
 GD1102.The dynamic height is computed by dividing the NAVD 88
 GD1102.geopotential number by the normal gravity value computed on the
 GD1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1102.degrees latitude (g = 980.6199 gals.).
 GD1102
 GD1102.The modeled gravity was interpolated from observed gravity values.
 GD1102
 GD1102;                    North         East    Units  Estimated Accuracy
 GD1102;SPC MO E     -    60,920.      334,990.      MT  (+/- 180 meters Scaled)
 GD1102
 GD1102                          SUPERSEDED SURVEY CONTROL
 GD1102
 GD1102  NGVD 29 (??/??/??)   90.890  (m)          298.19   (f) ADJUSTED    1 1
 GD1102
 GD1102.Superseded values are not recommended for survey control.
 GD1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1102.See file dsdata.txt to determine how the superseded data were derived.
 GD1102
 GD1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF710289(NAD 83)
 GD1102_MARKER: DB = BENCH MARK DISK
 GD1102_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1102+WITH SETTING: INTO GROUND
 GD1102_SP_SET: METAL ROD WITH BASE PLATE
 GD1102_STAMPING: B 274 1976
 GD1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1102+STABILITY: SURFACE MOTION
 GD1102
 GD1102  HISTORY     - Date     Condition        Report By
 GD1102  HISTORY     - 1976     MONUMENTED       NGS
 GD1102  HISTORY     - 20020712 MARK NOT FOUND   USACE
 GD1102
 GD1102                          STATION DESCRIPTION
 GD1102
 GD1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1102'21.1 MI NORTH FROM CARUTHERSVILLE.
 GD1102'21.1 MILES NORTH ALONG THE LEVEE FROM THE ST. FRANCES LEVEE
 GD1102'DISTRICT OFFICE, 17.7 MILES SOUTH OF THE JUNCTION OF STATE HIGH-
 GD1102'WAY WW AT NEW MADRID, 149 FEET NORTHEAST OF A TREE 6 FOOT IN
 GD1102'DIAMETER, 17 FEET NORTHWEST OF THE CENTER OF TOP OF LEVEE, 100
 GD1102'FEET SOUTHEAST OF A FENCE AT THE TOE OF LEVEE, AND 201 FEET
 GD1102'SOUTHEAST OF MILEPOST 7/8.
 GD1102
 GD1102                          STATION RECOVERY (2002)
 GD1102
 GD1102'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1220 ***********************************************************************
 HB1220  DESIGNATION -  B 275
 HB1220  PID         -  HB1220
 HB1220  STATE/COUNTY-  MO/SCOTT
 HB1220  USGS QUAD   -  THEBES (1996)
 HB1220
 HB1220                         *CURRENT SURVEY CONTROL
 HB1220  ___________________________________________________________________
 HB1220* NAD 83(1986)-  37 08 41.     (N)    089 26 36.     (W)     SCALED    
 HB1220* NAVD 88     -       105.697  (meters)     346.77   (feet)  ADJUSTED  
 HB1220  ___________________________________________________________________
 HB1220  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 HB1220  DYNAMIC HT  -         105.620 (meters)     346.52  (feet)  COMP
 HB1220  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 HB1220
 HB1220  VERT ORDER  -  FIRST     CLASS I
 HB1220
 HB1220.The horizontal coordinates were scaled from a topographic map and have
 HB1220.an estimated accuracy of +/- 6 seconds.
 HB1220
 HB1220.The orthometric height was determined by differential leveling
 HB1220.and adjusted by the National Geodetic Survey in June 1991..
 HB1220
 HB1220.The geoid height was determined by GEOID03.
 HB1220
 HB1220.The dynamic height is computed by dividing the NAVD 88
 HB1220.geopotential number by the normal gravity value computed on the
 HB1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1220.degrees latitude (g = 980.6199 gals.).
 HB1220
 HB1220.The modeled gravity was interpolated from observed gravity values.
 HB1220
 HB1220;                    North         East    Units  Estimated Accuracy
 HB1220;SPC MO E     -   146,040.      343,870.      MT  (+/- 180 meters Scaled)
 HB1220
 HB1220                          SUPERSEDED SURVEY CONTROL
 HB1220
 HB1220  NGVD 29 (??/??/??)  105.580  (m)          346.39   (f) ADJUSTED    1 1
 HB1220
 HB1220.Superseded values are not recommended for survey control.
 HB1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1220.See file dsdata.txt to determine how the superseded data were derived.
 HB1220
 HB1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG829137(NAD 83)
 HB1220_MARKER: DB = BENCH MARK DISK
 HB1220_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HB1220+WITH SETTING: INTO GROUND
 HB1220_SP_SET: METAL ROD WITH BASE PLATE
 HB1220_STAMPING: B 275 1976
 HB1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1220+STABILITY: SURFACE MOTION
 HB1220
 HB1220  HISTORY     - Date     Condition        Report By
 HB1220  HISTORY     - 1976     MONUMENTED       NGS
 HB1220
 HB1220                          STATION DESCRIPTION
 HB1220
 HB1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1220'0.95 MI SOUTH FROM COMMERCE.
 HB1220'0.95 MILES SOUTH ALONG THE LEVEE ROAD FROM THE BEGINNING OF THE
 HB1220'LEVEE AT COMMERCE, 0.15 MILES SOUTH OF MILEPOST 5 OVER 6, 0.1
 HB1220'MILES SOUTH OF A 90 DEGREE TURN IN THE LEVEE, 13 FEET WEST OF THE
 HB1220'CENTER OF THE LEVEE ROAD AND A CATTLE GUARD, 1.2 FEET SOUTH OF A
 HB1220'FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1184 ***********************************************************************
 GD1184  DESIGNATION -  B 276
 GD1184  PID         -  GD1184
 GD1184  STATE/COUNTY-  MO/NEW MADRID
 GD1184  USGS QUAD   -  HUBBARD LAKE (1982)
 GD1184
 GD1184                         *CURRENT SURVEY CONTROL
 GD1184  ___________________________________________________________________
 GD1184* NAD 83(1986)-  36 37 14.     (N)    089 26 31.     (W)     SCALED    
 GD1184* NAVD 88     -        95.642  (meters)     313.79   (feet)  ADJUSTED  
 GD1184  ___________________________________________________________________
 GD1184  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD1184  DYNAMIC HT  -          95.568 (meters)     313.54  (feet)  COMP
 GD1184  MODELED GRAV-     979,847.3   (mgal)                       NAVD 88
 GD1184
 GD1184  VERT ORDER  -  FIRST     CLASS I
 GD1184
 GD1184.The horizontal coordinates were scaled from a topographic map and have
 GD1184.an estimated accuracy of +/- 6 seconds.
 GD1184
 GD1184.The orthometric height was determined by differential leveling
 GD1184.and adjusted by the National Geodetic Survey in June 1991..
 GD1184
 GD1184.The geoid height was determined by GEOID03.
 GD1184
 GD1184.The dynamic height is computed by dividing the NAVD 88
 GD1184.geopotential number by the normal gravity value computed on the
 GD1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1184.degrees latitude (g = 980.6199 gals.).
 GD1184
 GD1184.The modeled gravity was interpolated from observed gravity values.
 GD1184
 GD1184;                    North         East    Units  Estimated Accuracy
 GD1184;SPC MO E     -    87,870.      344,640.      MT  (+/- 180 meters Scaled)
 GD1184
 GD1184                          SUPERSEDED SURVEY CONTROL
 GD1184
 GD1184  NGVD 29 (??/??/??)   95.524  (m)          313.40   (f) ADJUSTED    1 1
 GD1184
 GD1184.Superseded values are not recommended for survey control.
 GD1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1184.See file dsdata.txt to determine how the superseded data were derived.
 GD1184
 GD1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF816555(NAD 83)
 GD1184_MARKER: DB = BENCH MARK DISK
 GD1184_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1184+WITH SETTING: INTO GROUND
 GD1184_SP_SET: METAL ROD WITH BASE PLATE
 GD1184_STAMPING: B 276 1976
 GD1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1184+STABILITY: SURFACE MOTION
 GD1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1184+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD1184
 GD1184  HISTORY     - Date     Condition        Report By
 GD1184  HISTORY     - 1976     MONUMENTED       NGS
 GD1184  HISTORY     - 20020813 GOOD             USACE
 GD1184
 GD1184                          STATION DESCRIPTION
 GD1184
 GD1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1184'5.05 MI NE FROM NEW MADRID.
 GD1184'5.05 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1184'THE JUNCTION OF VANDENVENDER AVENUE, 25.0 FEET WEST OF THE BLACKTOP
 GD1184'ROAD ON TOP OF THE LEVEE, 2.9 FEET EAST OF MILEPOST 30/31.
 GD1184'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1184'FEET.  3 FEET BELOW THE TOP OF THE LEVEE.   1 FOOT NORTH OF A WITNESS
 GD1184'POST.
 GD1184
 GD1184                          STATION RECOVERY (2002)
 GD1184
 GD1184'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1067 ***********************************************************************
 GD1067  DESIGNATION -  B 277
 GD1067  PID         -  GD1067
 GD1067  STATE/COUNTY-  MO/PEMISCOT
 GD1067  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1067
 GD1067                         *CURRENT SURVEY CONTROL
 GD1067  ___________________________________________________________________
 GD1067* NAD 83(1986)-  36 10 48.     (N)    089 38 45.     (W)     SCALED    
 GD1067* NAVD 88     -        87.829  (meters)     288.15   (feet)  ADJUSTED  
 GD1067  ___________________________________________________________________
 GD1067  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1067  DYNAMIC HT  -          87.757 (meters)     287.92  (feet)  COMP
 GD1067  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GD1067
 GD1067  VERT ORDER  -  FIRST     CLASS I
 GD1067
 GD1067.The horizontal coordinates were scaled from a topographic map and have
 GD1067.an estimated accuracy of +/- 6 seconds.
 GD1067
 GD1067.The orthometric height was determined by differential leveling
 GD1067.and adjusted by the National Geodetic Survey in June 1991..
 GD1067
 GD1067.The geoid height was determined by GEOID03.
 GD1067
 GD1067.The dynamic height is computed by dividing the NAVD 88
 GD1067.geopotential number by the normal gravity value computed on the
 GD1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1067.degrees latitude (g = 980.6199 gals.).
 GD1067
 GD1067.The modeled gravity was interpolated from observed gravity values.
 GD1067
 GD1067;                    North         East    Units  Estimated Accuracy
 GD1067;SPC MO E     -    38,800.      326,840.      MT  (+/- 180 meters Scaled)
 GD1067
 GD1067                          SUPERSEDED SURVEY CONTROL
 GD1067
 GD1067  NGVD 29 (??/??/??)   87.745  (m)          287.88   (f) ADJUSTED    1 1
 GD1067
 GD1067.Superseded values are not recommended for survey control.
 GD1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1067.See file dsdata.txt to determine how the superseded data were derived.
 GD1067
 GD1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF620071(NAD 83)
 GD1067_MARKER: DB = BENCH MARK DISK
 GD1067_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1067+WITH SETTING: INTO GROUND
 GD1067_SP_SET: METAL ROD WITH BASE PLATE
 GD1067_STAMPING: B 277 1976
 GD1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1067+STABILITY: SURFACE MOTION
 GD1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1067+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 GD1067
 GD1067  HISTORY     - Date     Condition        Report By
 GD1067  HISTORY     - 1976     MONUMENTED       NGS
 GD1067  HISTORY     - 20020711 GOOD             USACE
 GD1067
 GD1067                          STATION DESCRIPTION
 GD1067
 GD1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1067'1.7 MI SOUTH FROM CARUTHERSVILLE.
 GD1067'1.7 MILES SOUTH ALONG THE LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1067'OFFICE, 0.4 MILE SOUTHEAST OF A RAILROAD CROSSING, 175 FEET NORTH-
 GD1067'EAST OF A FENCE AT TOE OF LEVEE, 19 FEET SOUTHWEST OF THE CENTER OF
 GD1067'LEVEE, AND 3.7 FEET NORTHWEST OF MILEPOST 29/30.
 GD1067
 GD1067                          STATION RECOVERY (2002)
 GD1067
 GD1067'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1239 ***********************************************************************
 HB1239  DESIGNATION -  B 278
 HB1239  PID         -  HB1239
 HB1239  STATE/COUNTY-  MO/SCOTT
 HB1239  USGS QUAD   -  CACHE (1993)
 HB1239
 HB1239                         *CURRENT SURVEY CONTROL
 HB1239  ___________________________________________________________________
 HB1239* NAD 83(1997)-  37 01 38.77214(N)    089 22 10.21677(W)     ADJUSTED  
 HB1239* NAVD 88     -       103.571  (meters)     339.80   (feet)  ADJUSTED  
 HB1239  ___________________________________________________________________
 HB1239  X           -      56,100.803 (meters)                     COMP
 HB1239  Y           -  -5,097,911.536 (meters)                     COMP
 HB1239  Z           -   3,819,869.813 (meters)                     COMP
 HB1239  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 HB1239  ELLIP HEIGHT-          75.31  (meters)          (04/05/04) GPS OBS
 HB1239  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HB1239  DYNAMIC HT  -         103.494 (meters)     339.55  (feet)  COMP
 HB1239  MODELED GRAV-     979,887.7   (mgal)                       NAVD 88
 HB1239
 HB1239  HORZ ORDER  -  B
 HB1239  VERT ORDER  -  FIRST     CLASS I
 HB1239  ELLP ORDER  -  THIRD     CLASS II
 HB1239
 HB1239.The horizontal coordinates were established by GPS observations
 HB1239.and adjusted by the National Geodetic Survey in April 2004..
 HB1239
 HB1239.The orthometric height was determined by differential leveling
 HB1239.and adjusted by the National Geodetic Survey in June 1991..
 HB1239
 HB1239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1239
 HB1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1239
 HB1239.The ellipsoidal height was determined by GPS observations
 HB1239.and is referenced to NAD 83.
 HB1239
 HB1239.The geoid height was determined by GEOID03.
 HB1239
 HB1239.The dynamic height is computed by dividing the NAVD 88
 HB1239.geopotential number by the normal gravity value computed on the
 HB1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1239.degrees latitude (g = 980.6199 gals.).
 HB1239
 HB1239.The modeled gravity was interpolated from observed gravity values.
 HB1239
 HB1239;                    North         East     Units Scale Factor Converg.
 HB1239;SPC MO E     -   133,094.869   350,586.217   MT  1.00005793   +0 40 51.0
 HB1239;UTM  16      - 4,100,541.416   289,229.913   MT  1.00014729   -1 25 38.8
 HB1239
 HB1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1239!SPC MO E     -   0.99998818  x   1.00005793  =   1.00004611
 HB1239!UTM  16      -   0.99998818  x   1.00014729  =   1.00013547
 HB1239
 HB1239                          SUPERSEDED SURVEY CONTROL
 HB1239
 HB1239  NAVD 88 (04/05/04)  103.57   (m)          339.8    (f) LEVELING    3  
 HB1239  NGVD 29 (??/??/??)  103.452  (m)          339.41   (f) ADJUSTED    1 1
 HB1239
 HB1239.Superseded values are not recommended for survey control.
 HB1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1239.See file dsdata.txt to determine how the superseded data were derived.
 HB1239
 HB1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG8923000541(NAD 83)
 HB1239_MARKER: DB = BENCH MARK DISK
 HB1239_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HB1239+WITH SETTING: INTO GROUND
 HB1239_SP_SET: METAL ROD WITH BASE PLATE
 HB1239_STAMPING: B 278 1976
 HB1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1239+STABILITY: SURFACE MOTION
 HB1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1239+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002
 HB1239
 HB1239  HISTORY     - Date     Condition        Report By
 HB1239  HISTORY     - 1976     MONUMENTED       NGS
 HB1239  HISTORY     - 20020518 GOOD             USACE
 HB1239
 HB1239                          STATION DESCRIPTION
 HB1239
 HB1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1239'16.2 MI NORTH FROM BIRDS POINT.
 HB1239'16.15 MILES NORTH ALONG TOP OF LEVEE FROM WHERE THE FRONT AND
 HB1239'BACKSET LEVEES INTERSECT AT BIRDS POINT, 32 FEET SOUTHWEST OF CENTER
 HB1239'OF TOP OF LEVEE AND ROAD CROSSING LEVEE, 83 FEET NORTHEAST OF CENTER
 HB1239'OF BLACKTOP ROAD AT TOE OF LEVEE, 2 FEET NORTHEAST OF NORTHEAST
 HB1239'END OF SIGN READING  SEMO GRAIN COMPANY BUFFALO ISLAND ELEVATOR ,
 HB1239'15 FEET SOUTHWEST OF CENTER OF TOP OF LEVEE, 39 FEET SOUTHWEST
 HB1239'OF MILEPOST 16 OVER 17
 HB1239
 HB1239                          STATION RECOVERY (2002)
 HB1239
 HB1239'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1020 ***********************************************************************
 GD1020  DESIGNATION -  B 279
 GD1020  PID         -  GD1020
 GD1020  STATE/COUNTY-  MO/PEMISCOT
 GD1020  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1020
 GD1020                         *CURRENT SURVEY CONTROL
 GD1020  ___________________________________________________________________
 GD1020* NAD 83(1986)-  36 06 30.     (N)    089 40 26.     (W)     SCALED    
 GD1020* NAVD 88     -        86.451  (meters)     283.63   (feet)  ADJUSTED  
 GD1020  ___________________________________________________________________
 GD1020  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD1020  DYNAMIC HT  -          86.379 (meters)     283.40  (feet)  COMP
 GD1020  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 GD1020
 GD1020  VERT ORDER  -  FIRST     CLASS I
 GD1020
 GD1020.The horizontal coordinates were scaled from a topographic map and have
 GD1020.an estimated accuracy of +/- 6 seconds.
 GD1020
 GD1020.The orthometric height was determined by differential leveling
 GD1020.and adjusted by the National Geodetic Survey in June 1991..
 GD1020
 GD1020.The geoid height was determined by GEOID03.
 GD1020
 GD1020.The dynamic height is computed by dividing the NAVD 88
 GD1020.geopotential number by the normal gravity value computed on the
 GD1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1020.degrees latitude (g = 980.6199 gals.).
 GD1020
 GD1020.The modeled gravity was interpolated from observed gravity values.
 GD1020
 GD1020;                    North         East    Units  Estimated Accuracy
 GD1020;SPC MO E     -    30,830.      324,380.      MT  (+/- 180 meters Scaled)
 GD1020
 GD1020                          SUPERSEDED SURVEY CONTROL
 GD1020
 GD1020  NGVD 29 (??/??/??)   86.371  (m)          283.37   (f) ADJUSTED    1 1
 GD1020
 GD1020.Superseded values are not recommended for survey control.
 GD1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1020.See file dsdata.txt to determine how the superseded data were derived.
 GD1020
 GD1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE593992(NAD 83)
 GD1020_MARKER: DB = BENCH MARK DISK
 GD1020_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1020+WITH SETTING: INTO GROUND
 GD1020_SP_SET: METAL ROD WITH BASE PLATE
 GD1020_STAMPING: B 279 1976
 GD1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1020+STABILITY: SURFACE MOTION
 GD1020
 GD1020  HISTORY     - Date     Condition        Report By
 GD1020  HISTORY     - 1976     MONUMENTED       NGS
 GD1020  HISTORY     - 20000101 MARK NOT FOUND   USACE
 GD1020  HISTORY     - 20020730 MARK NOT FOUND   USACE
 GD1020  HISTORY     - 20020816 MARK NOT FOUND   NGS
 GD1020
 GD1020                          STATION DESCRIPTION
 GD1020
 GD1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1020'9.4 MI SOUTH FROM CARUTHERSVILLE.
 GD1020'9.4 MILES SOUTH ALONG THE LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1020'OFFICE, 11.0 FEET NORTHWEST OF THE CENTER OF LEVEE, 85 FEET SOUTH-
 GD1020'WEST OF THE FENCE AT TOE OF LEVEE, 46 FEET WEST OF THE CENTER OF A
 GD1020'ROAD CROSSING THE LEVEE, AND 2.1 FEET WEST OF A LARGE POST.
 GD1020
 GD1020                          STATION RECOVERY (2000)
 GD1020
 GD1020'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000
 GD1020'MARK WAS NOT RECOVERED.
 GD1020
 GD1020                          STATION RECOVERY (2002)
 GD1020
 GD1020'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1020'MARK NOT FOUND.
 GD1020
 GD1020                          STATION RECOVERY (2002)
 GD1020
 GD1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 GD1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1094 ***********************************************************************
 GD1094  DESIGNATION -  B 279 A
 GD1094  PID         -  GD1094
 GD1094  STATE/COUNTY-  MO/NEW MADRID
 GD1094  USGS QUAD   -  POINT PLEASANT (1982)
 GD1094
 GD1094                         *CURRENT SURVEY CONTROL
 GD1094  ___________________________________________________________________
 GD1094* NAD 83(1986)-  36 27 16.     (N)    089 34 22.     (W)     SCALED    
 GD1094* NAVD 88     -        93.020  (meters)     305.18   (feet)  ADJUSTED  
 GD1094  ___________________________________________________________________
 GD1094  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1094  DYNAMIC HT  -          92.946 (meters)     304.94  (feet)  COMP
 GD1094  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 GD1094
 GD1094  VERT ORDER  -  FIRST     CLASS I
 GD1094
 GD1094.The horizontal coordinates were scaled from a topographic map and have
 GD1094.an estimated accuracy of +/- 6 seconds.
 GD1094
 GD1094.The orthometric height was determined by differential leveling
 GD1094.and adjusted by the National Geodetic Survey in June 1991..
 GD1094
 GD1094.The geoid height was determined by GEOID03.
 GD1094
 GD1094.The dynamic height is computed by dividing the NAVD 88
 GD1094.geopotential number by the normal gravity value computed on the
 GD1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1094.degrees latitude (g = 980.6199 gals.).
 GD1094
 GD1094.The modeled gravity was interpolated from observed gravity values.
 GD1094
 GD1094;                    North         East    Units  Estimated Accuracy
 GD1094;SPC MO E     -    69,320.      333,120.      MT  (+/- 180 meters Scaled)
 GD1094
 GD1094                          SUPERSEDED SURVEY CONTROL
 GD1094
 GD1094  NGVD 29 (??/??/??)   92.912  (m)          304.83   (f) ADJUSTED    1 1
 GD1094
 GD1094.Superseded values are not recommended for survey control.
 GD1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1094.See file dsdata.txt to determine how the superseded data were derived.
 GD1094
 GD1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF694374(NAD 83)
 GD1094_MARKER: DB = BENCH MARK DISK
 GD1094_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1094_SP_SET: COPPER-CLAD STEEL ROD
 GD1094_STAMPING: B 279 A 1976
 GD1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1094+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 GD1094
 GD1094  HISTORY     - Date     Condition        Report By
 GD1094  HISTORY     - 1976     MONUMENTED       NGS
 GD1094  HISTORY     - 20020716 GOOD             USACE
 GD1094
 GD1094                          STATION DESCRIPTION
 GD1094
 GD1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1094'12.7 MI SW FROM NEW MADRID.
 GD1094'12.7 MILES SOUTHWEST ALONG THE TOP OF LEVEE FROM THE INTERSECTION
 GD1094'OF STATE HIGHWAY WW AND A PRIVATE LEVEE LEEDING NORTH, AT THE
 GD1094'NORTHEAST END OF POINT PLEASANT, 33.9 FEET NORTHWEST OFTHE CENTER
 GD1094'OF THE JUNCTION OF STATE ROAD M AND A GRAVEL ROAD ON TOP OF THE
 GD1094'LEVEE, 13.5 FEET WEST OF THE CENTER OF THE GRAVEL ROAD ON TOP OF
 GD1094'LEVEE, 7.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE
 GD1094'GUARD, AND 13.6 FEET NORTH OF A FENCE.
 GD1094
 GD1094                          STATION RECOVERY (2002)
 GD1094
 GD1094'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0065 ***********************************************************************
 GE0065  DESIGNATION -  B 28
 GE0065  PID         -  GE0065
 GE0065  STATE/COUNTY-  MO/DUNKLIN
 GE0065  USGS QUAD   -  CAMPBELL (1984)
 GE0065
 GE0065                         *CURRENT SURVEY CONTROL
 GE0065  ___________________________________________________________________
 GE0065* NAD 83(1986)-  36 29 28.     (N)    090 04 34.     (W)     SCALED    
 GE0065* NAVD 88     -        95.513  (meters)     313.36   (feet)  ADJUSTED  
 GE0065  ___________________________________________________________________
 GE0065  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0065  DYNAMIC HT  -          95.436 (meters)     313.11  (feet)  COMP
 GE0065  MODELED GRAV-     979,820.9   (mgal)                       NAVD 88
 GE0065
 GE0065  VERT ORDER  -  SECOND    CLASS 0
 GE0065
 GE0065.The horizontal coordinates were scaled from a topographic map and have
 GE0065.an estimated accuracy of +/- 6 seconds.
 GE0065
 GE0065.The orthometric height was determined by differential leveling
 GE0065.and adjusted by the National Geodetic Survey in June 1991..
 GE0065
 GE0065.The geoid height was determined by GEOID03.
 GE0065
 GE0065.The dynamic height is computed by dividing the NAVD 88
 GE0065.geopotential number by the normal gravity value computed on the
 GE0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0065.degrees latitude (g = 980.6199 gals.).
 GE0065
 GE0065.The modeled gravity was interpolated from observed gravity values.
 GE0065
 GE0065;                    North         East    Units  Estimated Accuracy
 GE0065;SPC MO E     -    73,070.      287,980.      MT  (+/- 180 meters Scaled)
 GE0065
 GE0065                          SUPERSEDED SURVEY CONTROL
 GE0065
 GE0065  NGVD 29 (??/??/92)   95.509  (m)          313.35   (f) ADJ UNCH    2 0
 GE0065
 GE0065.Superseded values are not recommended for survey control.
 GE0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0065.See file dsdata.txt to determine how the superseded data were derived.
 GE0065
 GE0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA619423(NAD 83)
 GE0065_MARKER: DB = BENCH MARK DISK
 GE0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0065_STAMPING: B 28 1933
 GE0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0065+STABILITY: SURFACE MOTION
 GE0065
 GE0065  HISTORY     - Date     Condition        Report By
 GE0065  HISTORY     - 1933     MONUMENTED       CGS
 GE0065  HISTORY     - 20020503 MARK NOT FOUND   USACE
 GE0065
 GE0065                          STATION DESCRIPTION
 GE0065
 GE0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GE0065'AT CAMPBELL.
 GE0065'AT CAMPBELL, DUNKLIN COUNTY, ON THE ST. LOUIS SOUTHWESTERN
 GE0065'RAILWAY, 54 YARDS SOUTHWEST OF THE STATION, 20 FEET SOUTHEAST
 GE0065'OF POLE 65/13, 48 YARDS SOUTHEAST OF THE CROSSING OF THE ST.
 GE0065'LOUIS-SAN FRANCISCO RAILWAY, 52 YARDS NORTHEAST OF A ROAD
 GE0065'CROSSING, 90 FEET EAST OF THE EAST WALL OF THE POL-MAC HOTEL, 47
 GE0065'FEET EAST OF THE CENTERLINE OF A STREET, AND 11 FEET NORTHWEST
 GE0065'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK SET IN THE TOP
 GE0065'OF A CONCRETE POST.
 GE0065
 GE0065                          STATION RECOVERY (2002)
 GE0065
 GE0065'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GE0065'SUSPECTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2316 ***********************************************************************
 JD2316  DESIGNATION -  B 280
 JD2316  PID         -  JD2316
 JD2316  STATE/COUNTY-  MO/JOHNSON
 JD2316  USGS QUAD   -  CENTERVIEW (1954)
 JD2316
 JD2316                         *CURRENT SURVEY CONTROL
 JD2316  ___________________________________________________________________
 JD2316* NAD 83(1986)-  38 44 07.     (N)    093 51 38.     (W)     SCALED    
 JD2316* NAVD 88     -       257.083  (meters)     843.45   (feet)  ADJUSTED  
 JD2316  ___________________________________________________________________
 JD2316  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD2316  DYNAMIC HT  -         256.908 (meters)     842.87  (feet)  COMP
 JD2316  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 JD2316
 JD2316  VERT ORDER  -  SECOND    CLASS 0
 JD2316
 JD2316.The horizontal coordinates were scaled from a topographic map and have
 JD2316.an estimated accuracy of +/- 6 seconds.
 JD2316
 JD2316.The orthometric height was determined by differential leveling
 JD2316.and adjusted by the National Geodetic Survey in June 1991..
 JD2316
 JD2316.The geoid height was determined by GEOID03.
 JD2316
 JD2316.The dynamic height is computed by dividing the NAVD 88
 JD2316.geopotential number by the normal gravity value computed on the
 JD2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2316.degrees latitude (g = 980.6199 gals.).
 JD2316
 JD2316.The modeled gravity was interpolated from observed gravity values.
 JD2316
 JD2316;                    North         East    Units  Estimated Accuracy
 JD2316;SPC MO W     -   285,260.      905,600.      MT  (+/- 180 meters Scaled)
 JD2316
 JD2316                          SUPERSEDED SURVEY CONTROL
 JD2316
 JD2316  NGVD 29 (??/??/92)  256.984  (m)          843.12   (f) ADJ UNCH    2 0
 JD2316
 JD2316.Superseded values are not recommended for survey control.
 JD2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2316.See file dsdata.txt to determine how the superseded data were derived.
 JD2316
 JD2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC252877(NAD 83)
 JD2316_MARKER: DB = BENCH MARK DISK
 JD2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2316_STAMPING: B 280 1963
 JD2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2316+STABILITY: SURFACE MOTION
 JD2316
 JD2316  HISTORY     - Date     Condition        Report By
 JD2316  HISTORY     - 1963     MONUMENTED       CGS
 JD2316  HISTORY     - 20060707 GOOD             INDIV
 JD2316
 JD2316                          STATION DESCRIPTION
 JD2316
 JD2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2316'1.6 MI SW FROM CENTERVIEW.
 JD2316'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD2316'RAILROAD CROSSING AT CENTERVIEW, THENCE 0.2 MILE SOUTH ACROSS A
 JD2316'FIELD, THENCE 0.6 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, IN
 JD2316'S 2, R 27 W, T 46 N, 0.1 MILE SOUTH OF A ROAD JUNCTION, 23 FEET
 JD2316'WEST OF THE CENTERLINE OF THE ROAD, 23 FEET SOUTH OF A T-JUNCTION
 JD2316'OF FENCES, 3.5 FEET NORTH OF A TELEPHONE POLE, 2 FEET EAST OF A
 JD2316'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 JD2316'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD2316'PROJECTING 0.5 FOOT.
 JD2316
 JD2316                          STATION RECOVERY (2006)
 JD2316
 JD2316'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2316'THE T-JUNCTION OF FENCES IS 3 FEET NORTH OF THE MARKER.
 JD2316' 
 JD2316'THE TELEPHONE POLE HAS BEEN REMOVED.
 JD2316' 
 JD2316'TOP OF CONCRETE POST NOW PROJECTS 0.8 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0521 ***********************************************************************
 JD0521  DESIGNATION -  B 281
 JD0521  PID         -  JD0521
 JD0521  STATE/COUNTY-  MO/COOPER
 JD0521  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0521
 JD0521                         *CURRENT SURVEY CONTROL
 JD0521  ___________________________________________________________________
 JD0521* NAD 83(1986)-  38 58 09.     (N)    092 45 10.     (W)     SCALED    
 JD0521* NAVD 88     -       189.688  (meters)     622.33   (feet)  ADJUSTED  
 JD0521  ___________________________________________________________________
 JD0521  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD0521  DYNAMIC HT  -         189.566 (meters)     621.93  (feet)  COMP
 JD0521  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 JD0521
 JD0521  VERT ORDER  -  SECOND    CLASS 0
 JD0521
 JD0521.The horizontal coordinates were scaled from a topographic map and have
 JD0521.an estimated accuracy of +/- 6 seconds.
 JD0521
 JD0521.The orthometric height was determined by differential leveling
 JD0521.and adjusted by the National Geodetic Survey in June 1991..
 JD0521
 JD0521.The geoid height was determined by GEOID03.
 JD0521
 JD0521.The dynamic height is computed by dividing the NAVD 88
 JD0521.geopotential number by the normal gravity value computed on the
 JD0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0521.degrees latitude (g = 980.6199 gals.).
 JD0521
 JD0521.The modeled gravity was interpolated from observed gravity values.
 JD0521
 JD0521;                    North         East    Units  Estimated Accuracy
 JD0521;SPC MO C     -   348,040.      478,100.      MT  (+/- 180 meters Scaled)
 JD0521
 JD0521                          SUPERSEDED SURVEY CONTROL
 JD0521
 JD0521  NGVD 29 (??/??/92)  189.648  (m)          622.20   (f) ADJ UNCH    2 0
 JD0521
 JD0521.Superseded values are not recommended for survey control.
 JD0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0521.See file dsdata.txt to determine how the superseded data were derived.
 JD0521
 JD0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD214133(NAD 83)
 JD0521_MARKER: DB = BENCH MARK DISK
 JD0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0521_SP_SET: CONCRETE FOUNDATION
 JD0521_STAMPING: B 281 1962
 JD0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0521
 JD0521  HISTORY     - Date     Condition        Report By
 JD0521  HISTORY     - 1962     MONUMENTED       CGS
 JD0521
 JD0521                          STATION DESCRIPTION
 JD0521
 JD0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0521'0.7 MI S FROM BOONVILLE.
 JD0521'ABOUT 0.7 MILE SOUTHEAST ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 JD0521'FROM THE STATION AT BOONVILLE, SET IN THE SOUTHEAST CORNER OF
 JD0521'THE CONCRETE FOUNDATION OF THE FOOTBALL STADIUM OF THE KEMPER
 JD0521'MILITARY SCHOOL, 0.8 FOOT NORTH OF THE SOUTHEAST CORNER OF THE
 JD0521'STADIUM, 0.4 FOOT ABOVE THE GROUND AND ABOUT 15 FEET BELOW THE
 JD0521'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0739 ***********************************************************************
 JD0739  DESIGNATION -  B 282
 JD0739  PID         -  JD0739
 JD0739  STATE/COUNTY-  MO/SALINE
 JD0739  USGS QUAD   -  LONGWOOD (1979)
 JD0739
 JD0739                         *CURRENT SURVEY CONTROL
 JD0739  ___________________________________________________________________
 JD0739* NAD 83(1986)-  38 57 43.     (N)    093 12 25.     (W)     SCALED    
 JD0739* NAVD 88     -       234.361  (meters)     768.90   (feet)  ADJUSTED  
 JD0739  ___________________________________________________________________
 JD0739  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD0739  DYNAMIC HT  -         234.213 (meters)     768.41  (feet)  COMP
 JD0739  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JD0739
 JD0739  VERT ORDER  -  SECOND    CLASS 0
 JD0739
 JD0739.The horizontal coordinates were scaled from a topographic map and have
 JD0739.an estimated accuracy of +/- 6 seconds.
 JD0739
 JD0739.The orthometric height was determined by differential leveling
 JD0739.and adjusted by the National Geodetic Survey in June 1991..
 JD0739
 JD0739.The geoid height was determined by GEOID03.
 JD0739
 JD0739.The dynamic height is computed by dividing the NAVD 88
 JD0739.geopotential number by the normal gravity value computed on the
 JD0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0739.degrees latitude (g = 980.6199 gals.).
 JD0739
 JD0739.The modeled gravity was interpolated from observed gravity values.
 JD0739
 JD0739;                    North         East    Units  Estimated Accuracy
 JD0739;SPC MO C     -   347,440.      438,730.      MT  (+/- 180 meters Scaled)
 JD0739
 JD0739                          SUPERSEDED SURVEY CONTROL
 JD0739
 JD0739  NGVD 29 (??/??/92)  234.279  (m)          768.63   (f) ADJ UNCH    2 0
 JD0739
 JD0739.Superseded values are not recommended for survey control.
 JD0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0739.See file dsdata.txt to determine how the superseded data were derived.
 JD0739
 JD0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD820125(NAD 83)
 JD0739_MARKER: DB = BENCH MARK DISK
 JD0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0739_SP_SET: OVERPASS
 JD0739_STAMPING: B 282 1962
 JD0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0739
 JD0739  HISTORY     - Date     Condition        Report By
 JD0739  HISTORY     - 1962     MONUMENTED       CGS
 JD0739
 JD0739                          STATION DESCRIPTION
 JD0739
 JD0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0739'12.8 MI E FROM SWEET SPRINGS.
 JD0739'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0739'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 12.0 MILES
 JD0739'EAST ALONG INTERSTATE 70, IN THE EAST END OF THE NORTH CONCRETE
 JD0739'WINGWALL OF THE EAST BOUND TRAFFIC LANE OF AN OVERPASS OVER
 JD0739'U.S. HIGHWAY 65, 16 FEET NORTH OF THE CENTERLINE OF THE EAST
 JD0739'BOUND TRAFFIC LANE, 0.5 FOOT SOUTH OF THE NORTH END OF THE
 JD0739'WINGWALL, ABOUT 1 FOOT ABOVE THE ROAD, A DISK DRILLED HORIZONTALLY
 JD0739'IN THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0674 ***********************************************************************
 KD0674  DESIGNATION -  B 283
 KD0674  PID         -  KD0674
 KD0674  STATE/COUNTY-  MO/LAFAYETTE
 KD0674  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0674
 KD0674                         *CURRENT SURVEY CONTROL
 KD0674  ___________________________________________________________________
 KD0674* NAD 83(1986)-  39 01 05.     (N)    093 40 35.     (W)     SCALED    
 KD0674* NAVD 88     -       221.142  (meters)     725.53   (feet)  ADJUSTED  
 KD0674  ___________________________________________________________________
 KD0674  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KD0674  DYNAMIC HT  -         220.999 (meters)     725.06  (feet)  COMP
 KD0674  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 KD0674
 KD0674  VERT ORDER  -  SECOND    CLASS 0
 KD0674
 KD0674.The horizontal coordinates were scaled from a topographic map and have
 KD0674.an estimated accuracy of +/- 6 seconds.
 KD0674
 KD0674.The orthometric height was determined by differential leveling
 KD0674.and adjusted by the National Geodetic Survey in June 1991..
 KD0674
 KD0674.The geoid height was determined by GEOID03.
 KD0674
 KD0674.The dynamic height is computed by dividing the NAVD 88
 KD0674.geopotential number by the normal gravity value computed on the
 KD0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0674.degrees latitude (g = 980.6199 gals.).
 KD0674
 KD0674.The modeled gravity was interpolated from observed gravity values.
 KD0674
 KD0674;                    North         East    Units  Estimated Accuracy
 KD0674;SPC MO W     -   316,780.      921,330.      MT  (+/- 180 meters Scaled)
 KD0674
 KD0674                          SUPERSEDED SURVEY CONTROL
 KD0674
 KD0674  NGVD 29 (??/??/92)  221.054  (m)          725.24   (f) ADJ UNCH    2 0
 KD0674
 KD0674.Superseded values are not recommended for survey control.
 KD0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0674.See file dsdata.txt to determine how the superseded data were derived.
 KD0674
 KD0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD414189(NAD 83)
 KD0674_MARKER: DB = BENCH MARK DISK
 KD0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0674_SP_SET: CULVERT
 KD0674_STAMPING: B 283 1962
 KD0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0674+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 KD0674
 KD0674  HISTORY     - Date     Condition        Report By
 KD0674  HISTORY     - 1962     MONUMENTED       CGS
 KD0674  HISTORY     - 20050713 GOOD             MODNR
 KD0674  HISTORY     - 20060904 GOOD             GEOCAC
 KD0674
 KD0674                          STATION DESCRIPTION
 KD0674
 KD0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0674'7.2 MI NW FROM CONCORDIA.
 KD0674'7.15 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0674'STATION AT CONCORDIA, 81.5 FEET SOUTH OF THE CENTER OF A ROAD
 KD0674'CROSSING AT AULLVILLE, 77 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 KD0674'SET IN THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A
 KD0674'6 X 5 FOOT CONCRETE CULVERT, 14 FEET SOUTHEAST OF THE CENTERLINE
 KD0674'OF THE ROAD, AND LEVEL WITH THE TRACK.  THIS MARK IS 0.65 MILE
 KD0674'SOUTHEAST OF A 283 WHICH IS DESCRIBED FROM HIGGINSVILLE.
 KD0674
 KD0674                          STATION RECOVERY (2005)
 KD0674
 KD0674'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0674'THE MARK IS SITUATED IN THE SOUTHWEST QUADRANT OF POPLAR STREET AND
 KD0674'COMMERCE AVENUE IN AULLVILLE, MO.  THE DISK WAS FOUND IN A HEADWALL OF
 KD0674'A CONCRETE CULVERT. THE AUTONOMOUS HAND HELD POSITIONS IS LAT. 39 01
 KD0674'05.7 LONG. 93 40 37.0
 KD0674
 KD0674                          STATION RECOVERY (2006)
 KD0674
 KD0674'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0679 ***********************************************************************
 KD0679  DESIGNATION -  B 284
 KD0679  PID         -  KD0679
 KD0679  STATE/COUNTY-  MO/LAFAYETTE
 KD0679  USGS QUAD   -  ALMA (1978)
 KD0679
 KD0679                         *CURRENT SURVEY CONTROL
 KD0679  ___________________________________________________________________
 KD0679* NAD 83(1986)-  39 00 37.     (N)    093 32 26.     (W)     SCALED    
 KD0679* NAVD 88     -       210.054  (meters)     689.15   (feet)  ADJUSTED  
 KD0679  ___________________________________________________________________
 KD0679  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KD0679  DYNAMIC HT  -         209.918 (meters)     688.71  (feet)  COMP
 KD0679  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 KD0679
 KD0679  VERT ORDER  -  SECOND    CLASS 0
 KD0679
 KD0679.The horizontal coordinates were scaled from a topographic map and have
 KD0679.an estimated accuracy of +/- 6 seconds.
 KD0679
 KD0679.The orthometric height was determined by differential leveling
 KD0679.and adjusted by the National Geodetic Survey in June 1991..
 KD0679
 KD0679.The geoid height was determined by GEOID03.
 KD0679
 KD0679.The dynamic height is computed by dividing the NAVD 88
 KD0679.geopotential number by the normal gravity value computed on the
 KD0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0679.degrees latitude (g = 980.6199 gals.).
 KD0679
 KD0679.The modeled gravity was interpolated from observed gravity values.
 KD0679
 KD0679;                    North         East    Units  Estimated Accuracy
 KD0679;SPC MO W     -   316,030.      933,100.      MT  (+/- 180 meters Scaled)
 KD0679
 KD0679                          SUPERSEDED SURVEY CONTROL
 KD0679
 KD0679  NGVD 29 (??/??/92)  209.964  (m)          688.86   (f) ADJ UNCH    2 0
 KD0679
 KD0679.Superseded values are not recommended for survey control.
 KD0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0679.See file dsdata.txt to determine how the superseded data were derived.
 KD0679
 KD0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD531180(NAD 83)
 KD0679_MARKER: DB = BENCH MARK DISK
 KD0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0679_STAMPING: B 284 1962
 KD0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0679+STABILITY: SURFACE MOTION
 KD0679
 KD0679  HISTORY     - Date     Condition        Report By
 KD0679  HISTORY     - 1962     MONUMENTED       CGS
 KD0679
 KD0679                          STATION DESCRIPTION
 KD0679
 KD0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0679'3.4 MI N FROM CONCORDIA.
 KD0679'0.55 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 KD0679'AT CONCORDIA, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, THENCE 0.25
 KD0679'MILE EAST ALONG OLD U.S. HIGHWAY 40, THENCE 1.0 MILE NORTH ALONG
 KD0679'A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 KD0679'0.55 MILE NORTH ALONG A GRAVELED ROAD, ACROSS THE ROAD FROM A
 KD0679'PRIVATE DRIVEWAY, 16 FEET EAST OF THE CENTERLINE OF THE ROAD, 2
 KD0679'FEET SOUTHWEST OF A T-FENCE CORNER, 1.5 FEET SOUTH OF A WITNESS POST,
 KD0679'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KD0679'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0792 ***********************************************************************
 JD0792  DESIGNATION -  B 285
 JD0792  PID         -  JD0792
 JD0792  STATE/COUNTY-  MO/SALINE
 JD0792  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0792
 JD0792                         *CURRENT SURVEY CONTROL
 JD0792  ___________________________________________________________________
 JD0792* NAD 83(1997)-  38 59 15.84804(N)    093 24 53.03438(W)     ADJUSTED  
 JD0792* NAVD 88     -       215.674  (meters)     707.59   (feet)  ADJUSTED  
 JD0792  ___________________________________________________________________
 JD0792  X           -    -295,690.352 (meters)                     COMP
 JD0792  Y           -  -4,955,512.389 (meters)                     COMP
 JD0792  Z           -   3,991,373.957 (meters)                     COMP
 JD0792  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 JD0792  ELLIP HEIGHT-         183.01  (meters)          (02/17/00) GPS OBS
 JD0792  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0792  DYNAMIC HT  -         215.537 (meters)     707.14  (feet)  COMP
 JD0792  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 JD0792
 JD0792  HORZ ORDER  -  THIRD
 JD0792  VERT ORDER  -  FIRST     CLASS II
 JD0792  ELLP ORDER  -  FOURTH    CLASS I
 JD0792
 JD0792.The horizontal coordinates were established by GPS observations
 JD0792.and adjusted by the National Geodetic Survey in February 2000..
 JD0792
 JD0792.The orthometric height was determined by differential leveling
 JD0792.and adjusted by the National Geodetic Survey in June 1991..
 JD0792
 JD0792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD0792
 JD0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0792
 JD0792.The ellipsoidal height was determined by GPS observations
 JD0792.and is referenced to NAD 83.
 JD0792
 JD0792.The geoid height was determined by GEOID03.
 JD0792
 JD0792.The dynamic height is computed by dividing the NAVD 88
 JD0792.geopotential number by the normal gravity value computed on the
 JD0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0792.degrees latitude (g = 980.6199 gals.).
 JD0792
 JD0792.The modeled gravity was interpolated from observed gravity values.
 JD0792
 JD0792;                    North         East     Units Scale Factor Converg.
 JD0792;SPC MO C     -   350,467.371   420,750.972   MT  1.00001064   -0 34 31.9
 JD0792;UTM  15      - 4,315,497.376   464,081.384   MT  0.99961589   -0 15 39.4
 JD0792
 JD0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0792!SPC MO C     -   0.99997129  x   1.00001064  =   0.99998193
 JD0792!UTM  15      -   0.99997129  x   0.99961589  =   0.99958719
 JD0792
 JD0792                          SUPERSEDED SURVEY CONTROL
 JD0792
 JD0792  NAD 83(1997)-  38 59 15.84817(N)    093 24 53.03440(W) AD(       ) 3
 JD0792  NAD 83(1986)-  38 59 15.85517(N)    093 24 53.03714(W) AD(       ) 3
 JD0792  NGVD 29 (??/??/92)  215.587  (m)          707.30   (f) ADJ UNCH    1 2
 JD0792
 JD0792.Superseded values are not recommended for survey control.
 JD0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0792.See file dsdata.txt to determine how the superseded data were derived.
 JD0792
 JD0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6408115497(NAD 83)
 JD0792_MARKER: DB = BENCH MARK DISK
 JD0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0792_SP_SET: CONCRETE POST
 JD0792_STAMPING: B 285 1962
 JD0792_MARK LOGO: CGS   
 JD0792_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0792+STABILITY: SURFACE MOTION
 JD0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD0792+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 JD0792
 JD0792  HISTORY     - Date     Condition        Report By
 JD0792  HISTORY     - 1962     MONUMENTED       CGS
 JD0792  HISTORY     - 19910422 GOOD             NGS
 JD0792  HISTORY     - 20051130 GOOD             MODNR
 JD0792
 JD0792                          STATION DESCRIPTION
 JD0792
 JD0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0792'1.7 MI N FROM SWEET SPRINGS.
 JD0792'ABOUT 1.7 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 JD0792'SCHOOL AT SWEET SPRINGS, AT THE T JUNCTION OF COUNTY ROAD 22
 JD0792'LEADING EAST, 28.4 FEET NORTHWEST OF THE CENTER OF JUNCTION,
 JD0792'27 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH
 JD0792'OF A POWER POLE WITH A GUY-WIRE, 1.5 FEET EAST OF A FENCE, 1.5
 JD0792'FEET SOUTH OF A STEEL WITNESS POST, AND SET IN A CONCRETE POST
 JD0792'PROJECTING 0.5 FEET.
 JD0792
 JD0792                          STATION RECOVERY (1991)
 JD0792
 JD0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JD0792'THE STATION IS LOCATED ABOUT 37 KM (23.0 MI) NORTHWEST OF SEDALIA, 10
 JD0792'KM (6.2 MI) EAST OF CONCORIDIA, 2.4 KM (1.5 MI) NORTH OF SWEET
 JD0792'SPRINGS AND ON STATE ROUTE 127 RIGHT-OF-WAY.  OWNERSHIP--STATE OF
 JD0792'MISSOURI DEPARTMENT OF TRANSPORTATION.
 JD0792'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND STATE
 JD0792'ROUTE 127, EXIT 66 ON THE NORTH SIDE OF SWEET SPRINGS, GO NORTH ON
 JD0792'STATE ROUTE 127 FOR 1.2 KM (0.7 MI) TO THE JUNCTION OF COUNTY ROAD ZZ
 JD0792'ON THE RIGHT AND A GRAVEL DRIVEWAY AND STATION ON THE LEFT.
 JD0792'STATION IS 8.2 M (26.9 FT) WEST OF THR CENTER OF STATE ROUTE 127, 6.7
 JD0792'M (22.0 FT) SOUTH OF A POWER POLE.
 JD0792
 JD0792                          STATION RECOVERY (2005)
 JD0792
 JD0792'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 JD0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0823 ***********************************************************************
 KD0823  DESIGNATION -  B 286
 KD0823  PID         -  KD0823
 KD0823  STATE/COUNTY-  MO/LAFAYETTE
 KD0823  USGS QUAD   -  WAVERLY (1979)
 KD0823
 KD0823                         *CURRENT SURVEY CONTROL
 KD0823  ___________________________________________________________________
 KD0823* NAD 83(1986)-  39 09 44.     (N)    093 30 28.     (W)     SCALED    
 KD0823* NAVD 88     -       226.640  (meters)     743.57   (feet)  ADJUSTED  
 KD0823  ___________________________________________________________________
 KD0823  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0823  DYNAMIC HT  -         226.500 (meters)     743.11  (feet)  COMP
 KD0823  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 KD0823
 KD0823  VERT ORDER  -  SECOND    CLASS 0
 KD0823
 KD0823.The horizontal coordinates were scaled from a topographic map and have
 KD0823.an estimated accuracy of +/- 6 seconds.
 KD0823
 KD0823.The orthometric height was determined by differential leveling
 KD0823.and adjusted by the National Geodetic Survey in June 1991..
 KD0823
 KD0823.The geoid height was determined by GEOID03.
 KD0823
 KD0823.The dynamic height is computed by dividing the NAVD 88
 KD0823.geopotential number by the normal gravity value computed on the
 KD0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0823.degrees latitude (g = 980.6199 gals.).
 KD0823
 KD0823.The modeled gravity was interpolated from observed gravity values.
 KD0823
 KD0823;                    North         East    Units  Estimated Accuracy
 KD0823;SPC MO W     -   332,930.      935,750.      MT  (+/- 180 meters Scaled)
 KD0823
 KD0823                          SUPERSEDED SURVEY CONTROL
 KD0823
 KD0823  NGVD 29 (??/??/92)  226.531  (m)          743.21   (f) ADJ UNCH    2 0
 KD0823
 KD0823.Superseded values are not recommended for survey control.
 KD0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0823.See file dsdata.txt to determine how the superseded data were derived.
 KD0823
 KD0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD561349(NAD 83)
 KD0823_MARKER: DB = BENCH MARK DISK
 KD0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0823_STAMPING: B 286 1962
 KD0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0823+STABILITY: SURFACE MOTION
 KD0823
 KD0823  HISTORY     - Date     Condition        Report By
 KD0823  HISTORY     - 1962     MONUMENTED       CGS
 KD0823
 KD0823                          STATION DESCRIPTION
 KD0823
 KD0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0823'4 MI SE FROM WAVERLY.
 KD0823'0.4 MILE SOUTH ALONG WASHINGTON STREET FROM THE RAILROAD STATION
 KD0823'AT WAVERLY, THENCE 0.75 MILE SOUTHEAST ALONG U.S. HIGHWAY 24,
 KD0823'THENCE 2.85 MILES SOUTH ALONG A COUNTY ROAD, AT A T ROAD JUNCTION
 KD0823'LEADING EAST, 59.5 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 KD0823'51 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 29 FEET
 KD0823'NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 8.8 FEET EAST
 KD0823'OF THE CENTER OF A WOODEN GATE, 1.4 FEET SOUTH OF A FENCE, 1.0
 KD0823'FOOT WEST OF A WITNESS POST, ABOUT 2 FEET ABOVE THE NORTH-SOUTH
 KD0823'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0720 ***********************************************************************
 KD0720  DESIGNATION -  B 287
 KD0720  PID         -  KD0720
 KD0720  STATE/COUNTY-  MO/LAFAYETTE
 KD0720  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0720
 KD0720                         *CURRENT SURVEY CONTROL
 KD0720  ___________________________________________________________________
 KD0720* NAD 83(1986)-  39 05 25.     (N)    093 38 28.     (W)     SCALED    
 KD0720* NAVD 88     -       248.280  (meters)     814.57   (feet)  ADJUSTED  
 KD0720  ___________________________________________________________________
 KD0720  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0720  DYNAMIC HT  -         248.122 (meters)     814.05  (feet)  COMP
 KD0720  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 KD0720
 KD0720  VERT ORDER  -  SECOND    CLASS 0
 KD0720
 KD0720.The horizontal coordinates were scaled from a topographic map and have
 KD0720.an estimated accuracy of +/- 6 seconds.
 KD0720
 KD0720.The orthometric height was determined by differential leveling
 KD0720.and adjusted by the National Geodetic Survey in June 1991..
 KD0720
 KD0720.The geoid height was determined by GEOID03.
 KD0720
 KD0720.The dynamic height is computed by dividing the NAVD 88
 KD0720.geopotential number by the normal gravity value computed on the
 KD0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0720.degrees latitude (g = 980.6199 gals.).
 KD0720
 KD0720.The modeled gravity was interpolated from observed gravity values.
 KD0720
 KD0720;                    North         East    Units  Estimated Accuracy
 KD0720;SPC MO W     -   324,820.      924,300.      MT  (+/- 180 meters Scaled)
 KD0720
 KD0720                          SUPERSEDED SURVEY CONTROL
 KD0720
 KD0720  NGVD 29 (??/??/92)  248.186  (m)          814.26   (f) ADJ UNCH    2 0
 KD0720
 KD0720.Superseded values are not recommended for survey control.
 KD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0720.See file dsdata.txt to determine how the superseded data were derived.
 KD0720
 KD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD445269(NAD 83)
 KD0720_MARKER: DB = BENCH MARK DISK
 KD0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0720_SP_SET: CULVERT
 KD0720_STAMPING: B 287 1962
 KD0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0720+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 KD0720
 KD0720  HISTORY     - Date     Condition        Report By
 KD0720  HISTORY     - 1962     MONUMENTED       CGS
 KD0720  HISTORY     - 20050429 GOOD             GEOCAC
 KD0720
 KD0720                          STATION DESCRIPTION
 KD0720
 KD0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0720'0.6 MI S FROM CORDER.
 KD0720'0.65 MILE SOUTH ALONG COUNTY ROAD NO. V FROM THE CORDER BANK
 KD0720'AT CORDER, 18.4 FEET WEST OF THE CENTERLINE OF THE ROAD, SET IN
 KD0720'THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF AN
 KD0720'8 X 10 FOOT CONCRETE CULVERT OVER SALT FORK CREEK, 0.6 FOOT
 KD0720'SOUTH OF THE NORTH EDGE OF THE HEADWALL, AND ABOUT 2 FEET ABOVE
 KD0720'THE LEVEL OF THE ROAD.
 KD0720
 KD0720                          STATION RECOVERY (2005)
 KD0720
 KD0720'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD0720'HANDHELD COORDINATES N39 05.426 W93 38.480
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0918 ***********************************************************************
 JD0918  DESIGNATION -  B 288 RESET
 JD0918  PID         -  JD0918
 JD0918  STATE/COUNTY-  MO/PETTIS
 JD0918  USGS QUAD   -  BEAMAN (1978)
 JD0918
 JD0918                         *CURRENT SURVEY CONTROL
 JD0918  ___________________________________________________________________
 JD0918* NAD 83(1986)-  38 50 26.     (N)    093 13 03.     (W)     SCALED    
 JD0918* NAVD 88     -       258.02   (meters)     846.5    (feet)  RESET     
 JD0918  ___________________________________________________________________
 JD0918  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0918
 JD0918  VERT ORDER  -  THIRD
 JD0918
 JD0918.The horizontal coordinates were scaled from a topographic map and have
 JD0918.an estimated accuracy of +/- 6 seconds.
 JD0918
 JD0918.The orthometric height was computed from unverified reset data.
 JD0918
 JD0918.The geoid height was determined by GEOID03.
 JD0918
 JD0918;                    North         East    Units  Estimated Accuracy
 JD0918;SPC MO C     -   333,980.      437,710.      MT  (+/- 180 meters Scaled)
 JD0918
 JD0918                          SUPERSEDED SURVEY CONTROL
 JD0918
 JD0918.No superseded survey control is available for this station.
 JD0918
 JD0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC811991(NAD 83)
 JD0918_MARKER: DB = BENCH MARK DISK
 JD0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0918_STAMPING: B 288 RESET 1966
 JD0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0918+STABILITY: SURFACE MOTION
 JD0918
 JD0918  HISTORY     - Date     Condition        Report By
 JD0918  HISTORY     - 1966     MONUMENTED       CGS
 JD0918
 JD0918                          STATION DESCRIPTION
 JD0918
 JD0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JD0918'9 MI N FROM SEDALIA.
 JD0918'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0918'STATION AT SEDALIA, THENCE 8.7 MILES NORTH ALONG OLD U.S. HIGHWAY
 JD0918'65, IN THE NORTHEAST ANGLE OF CROSSROADS, ABOUT 45 YARDS NORTH
 JD0918'OF THE CENTERLINE OF THE EAST-WEST ROAD, 128 FEET EAST OF THE
 JD0918'CENTERLINE OF THE NEW HIGHWAY, 2 FEET NORTH OF A METAL WITNESS
 JD0918'POST AND 1 FOOT SOUTH OF A TELEPHONE POLE.  A STANDARD BENCH
 JD0918'MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4
 JD0918'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0532 ***********************************************************************
 JD0532  DESIGNATION -  B 289
 JD0532  PID         -  JD0532
 JD0532  STATE/COUNTY-  MO/COOPER
 JD0532  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0532
 JD0532                         *CURRENT SURVEY CONTROL
 JD0532  ___________________________________________________________________
 JD0532* NAD 83(1986)-  38 58 58.     (N)    092 56 10.     (W)     SCALED    
 JD0532* NAVD 88     -       232.203  (meters)     761.82   (feet)  ADJUSTED  
 JD0532  ___________________________________________________________________
 JD0532  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0532  DYNAMIC HT  -         232.056 (meters)     761.34  (feet)  COMP
 JD0532  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JD0532
 JD0532  VERT ORDER  -  SECOND    CLASS 0
 JD0532
 JD0532.The horizontal coordinates were scaled from a topographic map and have
 JD0532.an estimated accuracy of +/- 6 seconds.
 JD0532
 JD0532.The orthometric height was determined by differential leveling
 JD0532.and adjusted by the National Geodetic Survey in June 1991..
 JD0532
 JD0532.The geoid height was determined by GEOID03.
 JD0532
 JD0532.The dynamic height is computed by dividing the NAVD 88
 JD0532.geopotential number by the normal gravity value computed on the
 JD0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0532.degrees latitude (g = 980.6199 gals.).
 JD0532
 JD0532.The modeled gravity was interpolated from observed gravity values.
 JD0532
 JD0532;                    North         East    Units  Estimated Accuracy
 JD0532;SPC MO C     -   349,610.      462,220.      MT  (+/- 180 meters Scaled)
 JD0532
 JD0532                          SUPERSEDED SURVEY CONTROL
 JD0532
 JD0532  NGVD 29 (??/??/92)  232.133  (m)          761.59   (f) ADJ UNCH    2 0
 JD0532
 JD0532.Superseded values are not recommended for survey control.
 JD0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0532.See file dsdata.txt to determine how the superseded data were derived.
 JD0532
 JD0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD055148(NAD 83)
 JD0532_MARKER: DB = BENCH MARK DISK
 JD0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0532_STAMPING: B 289 1962
 JD0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0532+STABILITY: SURFACE MOTION
 JD0532
 JD0532  HISTORY     - Date     Condition        Report By
 JD0532  HISTORY     - 1962     MONUMENTED       CGS
 JD0532
 JD0532                          STATION DESCRIPTION
 JD0532
 JD0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0532'4.6 MI NW FROM LAMINE.
 JD0532'ABOUT 4.6 MILES NORTHWEST ALONG STATE HIGHWAY 41 FROM THE
 JD0532'RAILROAD CROSSING AT LAMINE, ON THE INSIDE OF A LONG CURVE, AT A
 JD0532'GATE IN THE FENCE LINE, 39.2 FEET SOUTH OF THE CENTERLINE OF THE
 JD0532'HIGHWAY, 8.6 FEET EAST OF THE CENTER OF THE GATE, 1.2 FEET NORTH
 JD0532'OF A FENCE, 1.6 FEET WEST OF A WITNESS POST, ABOUT 3 FEET ABOVE
 JD0532'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 JD0532'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0339 ***********************************************************************
 HD0339  DESIGNATION -  B 29
 HD0339  PID         -  HD0339
 HD0339  STATE/COUNTY-  MO/LACLEDE
 HD0339  USGS QUAD   -  RUSS (1979)
 HD0339
 HD0339                         *CURRENT SURVEY CONTROL
 HD0339  ___________________________________________________________________
 HD0339* NAD 83(1986)-  37 30 43.     (N)    092 35 05.     (W)     SCALED    
 HD0339* NAVD 88     -       394.120  (meters)    1293.04   (feet)  ADJUSTED  
 HD0339  ___________________________________________________________________
 HD0339  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HD0339  DYNAMIC HT  -         393.811 (meters)    1292.03  (feet)  COMP
 HD0339  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 HD0339
 HD0339  VERT ORDER  -  SECOND    CLASS 0
 HD0339
 HD0339.The horizontal coordinates were scaled from a topographic map and have
 HD0339.an estimated accuracy of +/- 6 seconds.
 HD0339
 HD0339.The orthometric height was determined by differential leveling
 HD0339.and adjusted by the National Geodetic Survey in June 1991..
 HD0339
 HD0339.The geoid height was determined by GEOID03.
 HD0339
 HD0339.The dynamic height is computed by dividing the NAVD 88
 HD0339.geopotential number by the normal gravity value computed on the
 HD0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0339.degrees latitude (g = 980.6199 gals.).
 HD0339
 HD0339.The modeled gravity was interpolated from observed gravity values.
 HD0339
 HD0339;                    North         East    Units  Estimated Accuracy
 HD0339;SPC MO C     -   186,270.      492,510.      MT  (+/- 180 meters Scaled)
 HD0339
 HD0339                          SUPERSEDED SURVEY CONTROL
 HD0339
 HD0339  NGVD 29 (??/??/92)  393.997  (m)         1292.64   (f) ADJ UNCH    2 0
 HD0339
 HD0339.Superseded values are not recommended for survey control.
 HD0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0339.See file dsdata.txt to determine how the superseded data were derived.
 HD0339
 HD0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB367517(NAD 83)
 HD0339_MARKER: DB = BENCH MARK DISK
 HD0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0339_STAMPING: B 29 1934
 HD0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0339+STABILITY: SURFACE MOTION
 HD0339
 HD0339  HISTORY     - Date     Condition        Report By
 HD0339  HISTORY     - 1934     MONUMENTED       CGS
 HD0339  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0339
 HD0339                          STATION DESCRIPTION
 HD0339
 HD0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0339'13.8 MI S FROM LEBANON.
 HD0339'13.8 MILES SOUTH ALONG STATE HIGHWAY 5 FROM LEBANON, LACLEDE
 HD0339'COUNTY, 100 YARDS NORTH OF THE NORTHEAST CORNER OF A CLEARED
 HD0339'FIELD, 34 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 54 FEET
 HD0339'NORTH OF A 24-INCH DOUBLE RED OAK TREE, AND 7.5 FEET SOUTH OF
 HD0339'A 12-INCH BLACK OAK TREE BLAZED ON THE EAST SIDE.  A STANDARD
 HD0339'DISK, STAMPED B 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HD0339
 HD0339                          STATION RECOVERY (1988)
 HD0339
 HD0339'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1198 ***********************************************************************
 JD1198  DESIGNATION -  B 290
 JD1198  PID         -  JD1198
 JD1198  STATE/COUNTY-  MO/PETTIS
 JD1198  USGS QUAD   -  LONGWOOD (1979)
 JD1198
 JD1198                         *CURRENT SURVEY CONTROL
 JD1198  ___________________________________________________________________
 JD1198* NAD 83(1986)-  38 55 37.     (N)    093 13 54.     (W)     SCALED    
 JD1198* NAVD 88     -       250.504  (meters)     821.86   (feet)  ADJUSTED  
 JD1198  ___________________________________________________________________
 JD1198  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD1198  DYNAMIC HT  -         250.344 (meters)     821.34  (feet)  COMP
 JD1198  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JD1198
 JD1198  VERT ORDER  -  SECOND    CLASS 0
 JD1198
 JD1198.The horizontal coordinates were scaled from a topographic map and have
 JD1198.an estimated accuracy of +/- 6 seconds.
 JD1198
 JD1198.The orthometric height was determined by differential leveling
 JD1198.and adjusted by the National Geodetic Survey in June 1991..
 JD1198
 JD1198.The geoid height was determined by GEOID03.
 JD1198
 JD1198.The dynamic height is computed by dividing the NAVD 88
 JD1198.geopotential number by the normal gravity value computed on the
 JD1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1198.degrees latitude (g = 980.6199 gals.).
 JD1198
 JD1198.The modeled gravity was interpolated from observed gravity values.
 JD1198
 JD1198;                    North         East    Units  Estimated Accuracy
 JD1198;SPC MO C     -   343,580.      436,560.      MT  (+/- 180 meters Scaled)
 JD1198
 JD1198                          SUPERSEDED SURVEY CONTROL
 JD1198
 JD1198  NGVD 29 (??/??/92)  250.419  (m)          821.58   (f) ADJ UNCH    2 0
 JD1198
 JD1198.Superseded values are not recommended for survey control.
 JD1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1198.See file dsdata.txt to determine how the superseded data were derived.
 JD1198
 JD1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD799086(NAD 83)
 JD1198_MARKER: DB = BENCH MARK DISK
 JD1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1198_STAMPING: B 290 1962
 JD1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1198+STABILITY: SURFACE MOTION
 JD1198
 JD1198  HISTORY     - Date     Condition        Report By
 JD1198  HISTORY     - 1962     MONUMENTED       CGS
 JD1198  HISTORY     - 1963     GOOD             NGS
 JD1198
 JD1198                          STATION DESCRIPTION
 JD1198
 JD1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1198'16.7 MI N FROM SEDALIA.
 JD1198'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1198'STATION AT SEDALIA, THENCE 15.15 MILE NORTH ALONG U.S. HIGHWAY 65,
 JD1198'THENCE 1.3 MILE WEST ALONG COUNTY ROAD CC, AT A ROAD INTERSECTION,
 JD1198'45 FEET NORTHEAST OF THE INTERSECTION, 33 FEET NORTH OF THE
 JD1198'CENTERLINE OF COUNTY ROAD CC, 28 FEET EAST OF THE CENTERLINE OF
 JD1198'A ROAD, 9 FEET EAST OF A POWER POLE, 1.2 FEET SOUTH OF A FENCE
 JD1198'LINE, 1.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 JD1198'COUNTY ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 JD1198'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1232 ***********************************************************************
 JD1232  DESIGNATION -  B 291
 JD1232  PID         -  JD1232
 JD1232  STATE/COUNTY-  MO/PETTIS
 JD1232  USGS QUAD   -  HOUSTONIA (1973)
 JD1232
 JD1232                         *CURRENT SURVEY CONTROL
 JD1232  ___________________________________________________________________
 JD1232* NAD 83(1986)-  38 52 32.     (N)    093 17 49.     (W)     SCALED    
 JD1232* NAVD 88     -       230.785  (meters)     757.17   (feet)  ADJUSTED  
 JD1232  ___________________________________________________________________
 JD1232  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1232  DYNAMIC HT  -         230.634 (meters)     756.67  (feet)  COMP
 JD1232  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 JD1232
 JD1232  VERT ORDER  -  SECOND    CLASS 0
 JD1232
 JD1232.The horizontal coordinates were scaled from a topographic map and have
 JD1232.an estimated accuracy of +/- 6 seconds.
 JD1232
 JD1232.The orthometric height was determined by differential leveling
 JD1232.and adjusted by the National Geodetic Survey in June 1991..
 JD1232
 JD1232.The geoid height was determined by GEOID03.
 JD1232
 JD1232.The dynamic height is computed by dividing the NAVD 88
 JD1232.geopotential number by the normal gravity value computed on the
 JD1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1232.degrees latitude (g = 980.6199 gals.).
 JD1232
 JD1232.The modeled gravity was interpolated from observed gravity values.
 JD1232
 JD1232;                    North         East    Units  Estimated Accuracy
 JD1232;SPC MO C     -   337,920.      430,850.      MT  (+/- 180 meters Scaled)
 JD1232
 JD1232                          SUPERSEDED SURVEY CONTROL
 JD1232
 JD1232  NGVD 29 (??/??/92)  230.697  (m)          756.88   (f) ADJ UNCH    2 0
 JD1232
 JD1232.Superseded values are not recommended for survey control.
 JD1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1232.See file dsdata.txt to determine how the superseded data were derived.
 JD1232
 JD1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD742030(NAD 83)
 JD1232_MARKER: DB = BENCH MARK DISK
 JD1232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1232_SP_SET: BRIDGE
 JD1232_STAMPING: B 291 1963
 JD1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1232
 JD1232  HISTORY     - Date     Condition        Report By
 JD1232  HISTORY     - 1963     MONUMENTED       CGS
 JD1232
 JD1232                          STATION DESCRIPTION
 JD1232
 JD1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1232'13.6 MI SE FROM SWEET SPRINGS.
 JD1232'ABOUT 3.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE ELEMENTARY
 JD1232'SCHOOL AT SWEET SPRINGS, THENCE 2.5 MILES EAST ALONG A COUNTY
 JD1232'ROAD, THENCE 0.8 MILE SOUTH ALONG COUNTY ROAD M, THENCE 2.9 MILES
 JD1232'EAST ALONG A COUNTY ROAD, THENCE 3.6 MILES SOUTHEAST ALONG A
 JD1232'COUNTY ROAD, 10.8 FEET NORTH OF THE CENTERLINE OF THE ROAD, SET
 JD1232'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 JD1232'CONCRETE BRIDGE, 0.5 FOOT EAST OF THE WEST EDGE OF THE HEADWALL,
 JD1232'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0571 ***********************************************************************
 JD0571  DESIGNATION -  B 292
 JD0571  PID         -  JD0571
 JD0571  STATE/COUNTY-  MO/COOPER
 JD0571  USGS QUAD   -  BUNCETON (1979)
 JD0571
 JD0571                         *CURRENT SURVEY CONTROL
 JD0571  ___________________________________________________________________
 JD0571* NAD 83(1986)-  38 51 41.     (N)    092 51 59.     (W)     SCALED    
 JD0571* NAVD 88     -       214.145  (meters)     702.57   (feet)  ADJUSTED  
 JD0571  ___________________________________________________________________
 JD0571  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0571  DYNAMIC HT  -         214.006 (meters)     702.12  (feet)  COMP
 JD0571  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 JD0571
 JD0571  VERT ORDER  -  SECOND    CLASS 0
 JD0571
 JD0571.The horizontal coordinates were scaled from a topographic map and have
 JD0571.an estimated accuracy of +/- 6 seconds.
 JD0571
 JD0571.The orthometric height was determined by differential leveling
 JD0571.and adjusted by the National Geodetic Survey in June 1991..
 JD0571
 JD0571.The geoid height was determined by GEOID03.
 JD0571
 JD0571.The dynamic height is computed by dividing the NAVD 88
 JD0571.geopotential number by the normal gravity value computed on the
 JD0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0571.degrees latitude (g = 980.6199 gals.).
 JD0571
 JD0571.The modeled gravity was interpolated from observed gravity values.
 JD0571
 JD0571;                    North         East    Units  Estimated Accuracy
 JD0571;SPC MO C     -   336,110.      468,200.      MT  (+/- 180 meters Scaled)
 JD0571
 JD0571                          SUPERSEDED SURVEY CONTROL
 JD0571
 JD0571  NGVD 29 (??/??/92)  214.065  (m)          702.31   (f) ADJ UNCH    2 0
 JD0571
 JD0571.Superseded values are not recommended for survey control.
 JD0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0571.See file dsdata.txt to determine how the superseded data were derived.
 JD0571
 JD0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD115014(NAD 83)
 JD0571_MARKER: DB = BENCH MARK DISK
 JD0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0571_STAMPING: B 292 1963
 JD0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0571+STABILITY: SURFACE MOTION
 JD0571
 JD0571  HISTORY     - Date     Condition        Report By
 JD0571  HISTORY     - 1963     MONUMENTED       CGS
 JD0571
 JD0571                          STATION DESCRIPTION
 JD0571
 JD0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0571'3.8 MI SE FROM PILOT GROVE.
 JD0571'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 135 FROM THE INTERSECTION
 JD0571'OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE, THENCE 2.8
 JD0571'MILES SOUTHEAST ALONG A COUNTY ROAD, ON THE INSIDE OF A SHARP
 JD0571'CURVE AND 23.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 127
 JD0571'FEET WEST OF POWER POLE NO. 460, 2.0 FEET SOUTH OF A FENCE BRACE
 JD0571'POST, 1.5 FEET WEST OF A WITNESS POST, ABOUT 2 FEET ABOVE THE
 JD0571'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD0571'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0745 ***********************************************************************
 KD0745  DESIGNATION -  B 293
 KD0745  PID         -  KD0745
 KD0745  STATE/COUNTY-  MO/LAFAYETTE
 KD0745  USGS QUAD   -  MAYVIEW (1979)
 KD0745
 KD0745                         *CURRENT SURVEY CONTROL
 KD0745  ___________________________________________________________________
 KD0745* NAD 83(1986)-  39 00 07.     (N)    093 48 18.     (W)     SCALED    
 KD0745* NAVD 88     -       258.551  (meters)     848.26   (feet)  ADJUSTED  
 KD0745  ___________________________________________________________________
 KD0745  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD0745  DYNAMIC HT  -         258.384 (meters)     847.71  (feet)  COMP
 KD0745  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 KD0745
 KD0745  VERT ORDER  -  SECOND    CLASS 0
 KD0745
 KD0745.The horizontal coordinates were scaled from a topographic map and have
 KD0745.an estimated accuracy of +/- 6 seconds.
 KD0745
 KD0745.The orthometric height was determined by differential leveling
 KD0745.and adjusted by the National Geodetic Survey in June 1991..
 KD0745
 KD0745.The geoid height was determined by GEOID03.
 KD0745
 KD0745.The dynamic height is computed by dividing the NAVD 88
 KD0745.geopotential number by the normal gravity value computed on the
 KD0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0745.degrees latitude (g = 980.6199 gals.).
 KD0745
 KD0745.The modeled gravity was interpolated from observed gravity values.
 KD0745
 KD0745;                    North         East    Units  Estimated Accuracy
 KD0745;SPC MO W     -   314,900.      910,200.      MT  (+/- 180 meters Scaled)
 KD0745
 KD0745                          SUPERSEDED SURVEY CONTROL
 KD0745
 KD0745  NGVD 29 (??/??/92)  258.456  (m)          847.95   (f) ADJ UNCH    2 0
 KD0745
 KD0745.Superseded values are not recommended for survey control.
 KD0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0745.See file dsdata.txt to determine how the superseded data were derived.
 KD0745
 KD0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD302173(NAD 83)
 KD0745_MARKER: DB = BENCH MARK DISK
 KD0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0745_STAMPING: B 293 1962
 KD0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0745+STABILITY: SURFACE MOTION
 KD0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0745+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 KD0745
 KD0745  HISTORY     - Date     Condition        Report By
 KD0745  HISTORY     - 1962     MONUMENTED       CGS
 KD0745  HISTORY     - 1963     GOOD             NGS
 KD0745  HISTORY     - 20060904 GOOD             GEOCAC
 KD0745
 KD0745                          STATION DESCRIPTION
 KD0745
 KD0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0745'8.6 MI E FROM ODESSA.
 KD0745'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0745'AT ODESSA, THENCE 7.9 MILES EAST ALONG INTERSTATE HIGHWAY 70,
 KD0745'ABOUT 0.25 MILE EAST OF THE OVERPASS OF HIGHWAY H, 147 FEET
 KD0745'NORTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE OF THE
 KD0745'HIGHWAY, 32 FEET NORTH OF THE CENTERLINE OF AN ACCESS ROAD, UNDER
 KD0745'A POWER LINE AND 2.5 FEET WEST OF A POWER POLE, 1.8 FEET EAST
 KD0745'OF A WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KD0745'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 KD0745
 KD0745                          STATION RECOVERY (2006)
 KD0745
 KD0745'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0745'THE WITNESS POST HAS BEEN REMOVED. REVISE THE DESCRIPTION TO ...,
 KD0745'ABOUT 9 FEET WEST OF A ATT UNDERGROUND CABLE MARKER, UNDER THE POWER
 KD0745'LINE AND 2.5 FEET WEST OF A POWER POLE WITH 2 GUY WIRES, 1.8 FEET
 KD0745'SOUTH OF A FENCE, ABOUT 10 ABOVE THE LEVEL OF THE HIGHWAY,...
 KD0745' 
 KD0745'HH2 N39 00 10.6 W93 48 18.5
 KD0745' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0788 ***********************************************************************
 KD0788  DESIGNATION -  B 294
 KD0788  PID         -  KD0788
 KD0788  STATE/COUNTY-  MO/LAFAYETTE
 KD0788  USGS QUAD   -  ODESSA NORTH (1978)
 KD0788
 KD0788                         *CURRENT SURVEY CONTROL
 KD0788  ___________________________________________________________________
 KD0788* NAD 83(1986)-  39 03 45.     (N)    093 53 20.     (W)     SCALED    
 KD0788* NAVD 88     -       255.237  (meters)     837.39   (feet)  ADJUSTED  
 KD0788  ___________________________________________________________________
 KD0788  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0788  DYNAMIC HT  -         255.074 (meters)     836.86  (feet)  COMP
 KD0788  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 KD0788
 KD0788  VERT ORDER  -  SECOND    CLASS 0
 KD0788
 KD0788.The horizontal coordinates were scaled from a topographic map and have
 KD0788.an estimated accuracy of +/- 6 seconds.
 KD0788
 KD0788.The orthometric height was determined by differential leveling
 KD0788.and adjusted by the National Geodetic Survey in June 1991..
 KD0788
 KD0788.The geoid height was determined by GEOID03.
 KD0788
 KD0788.The dynamic height is computed by dividing the NAVD 88
 KD0788.geopotential number by the normal gravity value computed on the
 KD0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0788.degrees latitude (g = 980.6199 gals.).
 KD0788
 KD0788.The modeled gravity was interpolated from observed gravity values.
 KD0788
 KD0788;                    North         East    Units  Estimated Accuracy
 KD0788;SPC MO W     -   321,570.      902,890.      MT  (+/- 180 meters Scaled)
 KD0788
 KD0788                          SUPERSEDED SURVEY CONTROL
 KD0788
 KD0788  NGVD 29 (??/??/92)  255.137  (m)          837.06   (f) ADJ UNCH    2 0
 KD0788
 KD0788.Superseded values are not recommended for survey control.
 KD0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0788.See file dsdata.txt to determine how the superseded data were derived.
 KD0788
 KD0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD230240(NAD 83)
 KD0788_MARKER: DB = BENCH MARK DISK
 KD0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0788_SP_SET: CULVERT
 KD0788_STAMPING: B 294 1962
 KD0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0788
 KD0788  HISTORY     - Date     Condition        Report By
 KD0788  HISTORY     - 1962     MONUMENTED       CGS
 KD0788
 KD0788                          STATION DESCRIPTION
 KD0788
 KD0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0788'8.7 MI S FROM LEXINGTON.
 KD0788'0.4 MILE SOUTH ALONG 20TH STREET FROM THE RAILROAD STATION AT
 KD0788'LEXINGTON, THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 13, THENCE
 KD0788'6.55 MILES SOUTH ALONG COUNTY ROAD O, SET IN THE NORTH END OF THE
 KD0788'EAST CONCRETE HEADWALL OF A 6 X 5 FOOT CONCRETE CULVERT, 15 FEET
 KD0788'EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 KD0788'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2001 ***********************************************************************
 JD2001  DESIGNATION -  B 295
 JD2001  PID         -  JD2001
 JD2001  STATE/COUNTY-  MO/LAFAYETTE
 JD2001  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2001
 JD2001                         *CURRENT SURVEY CONTROL
 JD2001  ___________________________________________________________________
 JD2001* NAD 83(1986)-  38 59 41.     (N)    093 53 18.     (W)     SCALED    
 JD2001* NAVD 88     -       258.490  (meters)     848.06   (feet)  ADJUSTED  
 JD2001  ___________________________________________________________________
 JD2001  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2001  DYNAMIC HT  -         258.322 (meters)     847.51  (feet)  COMP
 JD2001  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 JD2001
 JD2001  VERT ORDER  -  SECOND    CLASS 0
 JD2001
 JD2001.The horizontal coordinates were scaled from a topographic map and have
 JD2001.an estimated accuracy of +/- 6 seconds.
 JD2001
 JD2001.The orthometric height was determined by differential leveling
 JD2001.and adjusted by the National Geodetic Survey in June 1991..
 JD2001
 JD2001.The geoid height was determined by GEOID03.
 JD2001
 JD2001.The dynamic height is computed by dividing the NAVD 88
 JD2001.geopotential number by the normal gravity value computed on the
 JD2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2001.degrees latitude (g = 980.6199 gals.).
 JD2001
 JD2001.The modeled gravity was interpolated from observed gravity values.
 JD2001
 JD2001;                    North         East    Units  Estimated Accuracy
 JD2001;SPC MO W     -   314,040.      902,990.      MT  (+/- 180 meters Scaled)
 JD2001
 JD2001                          SUPERSEDED SURVEY CONTROL
 JD2001
 JD2001  NGVD 29 (??/??/92)  258.392  (m)          847.74   (f) ADJ UNCH    2 0
 JD2001
 JD2001.Superseded values are not recommended for survey control.
 JD2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2001.See file dsdata.txt to determine how the superseded data were derived.
 JD2001
 JD2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD230165(NAD 83)
 JD2001_MARKER: DB = BENCH MARK DISK
 JD2001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2001_SP_SET: CULVERT
 JD2001_STAMPING: B 295 1962
 JD2001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2001
 JD2001  HISTORY     - Date     Condition        Report By
 JD2001  HISTORY     - 1962     MONUMENTED       CGS
 JD2001  HISTORY     - 1963     GOOD             NGS
 JD2001  HISTORY     - 20060904 GOOD             GEOCAC
 JD2001
 JD2001                          STATION DESCRIPTION
 JD2001
 JD2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2001'4.9 MI SE FROM ODESSA.
 JD2001'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2001'AT ODESSA, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 40 AND
 JD2001'INTERSTATE HIGHWAY 70, THENCE 0.8 MILE SOUTH ALONG COUNTY ROAD M,
 JD2001'SET IN THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A 5 X 9
 JD2001'FOOT CONCRETE CULVERT, 9 FEET WEST OF THE CENTERLINE OF THE ROAD,
 JD2001'AND ABOUT LEVEL WITH THE ROAD.
 JD2001
 JD2001                          STATION RECOVERY (2006)
 JD2001
 JD2001'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2001'HH2 N38 59 41.3 W93 53 17.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0613 ***********************************************************************
 JD0613  DESIGNATION -  B 297
 JD0613  PID         -  JD0613
 JD0613  STATE/COUNTY-  MO/COOPER
 JD0613  USGS QUAD   -  PILOT GROVE SOUTH (1979)
 JD0613
 JD0613                         *CURRENT SURVEY CONTROL
 JD0613  ___________________________________________________________________
 JD0613* NAD 83(1986)-  38 48 11.     (N)    092 52 40.     (W)     SCALED    
 JD0613* NAVD 88     -       221.477  (meters)     726.63   (feet)  ADJUSTED  
 JD0613  ___________________________________________________________________
 JD0613  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0613  DYNAMIC HT  -         221.331 (meters)     726.15  (feet)  COMP
 JD0613  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 JD0613
 JD0613  VERT ORDER  -  SECOND    CLASS 0
 JD0613
 JD0613.The horizontal coordinates were scaled from a topographic map and have
 JD0613.an estimated accuracy of +/- 6 seconds.
 JD0613
 JD0613.The orthometric height was determined by differential leveling
 JD0613.and adjusted by the National Geodetic Survey in June 1991..
 JD0613
 JD0613.The geoid height was determined by GEOID03.
 JD0613
 JD0613.The dynamic height is computed by dividing the NAVD 88
 JD0613.geopotential number by the normal gravity value computed on the
 JD0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0613.degrees latitude (g = 980.6199 gals.).
 JD0613
 JD0613.The modeled gravity was interpolated from observed gravity values.
 JD0613
 JD0613;                    North         East    Units  Estimated Accuracy
 JD0613;SPC MO C     -   329,640.      467,190.      MT  (+/- 180 meters Scaled)
 JD0613
 JD0613                          SUPERSEDED SURVEY CONTROL
 JD0613
 JD0613  NGVD 29 (??/??/92)  221.389  (m)          726.34   (f) ADJ UNCH    2 0
 JD0613
 JD0613.Superseded values are not recommended for survey control.
 JD0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0613.See file dsdata.txt to determine how the superseded data were derived.
 JD0613
 JD0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC106949(NAD 83)
 JD0613_MARKER: DB = BENCH MARK DISK
 JD0613_SETTING: 66 = SET IN ROCK OUTCROP
 JD0613_SP_SET: ROCK LEDGE
 JD0613_STAMPING: B 297 1963
 JD0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0613+STABILITY: POSITION/ELEVATION WELL
 JD0613
 JD0613  HISTORY     - Date     Condition        Report By
 JD0613  HISTORY     - 1963     MONUMENTED       CGS
 JD0613  HISTORY     - 1979     GOOD             NGS
 JD0613
 JD0613                          STATION DESCRIPTION
 JD0613
 JD0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0613'10.4 MI NE FROM CLIFTON CITY.
 JD0613'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 JD0613'CROSSING AT CLIFTON CITY, THENCE 7.2 MILES NORTHEAST ALONG STATE
 JD0613'HIGHWAY 135, THENCE 3.0 MILES EAST ALONG COUNTY ROAD E, NEAR
 JD0613'THE BOTTOM OF A HILL, 30.3 FEET NORTH OF THE CENTERLINE OF THE
 JD0613'ROAD, SET IN THE TOP OF THE SOUTHEAST SIDE OF A LONG SANDSTONE
 JD0613'LEDGE, 66.4 FEET WEST OF A TELEPHONE-POLE BRACED BY A GUY WIRE,
 JD0613'1.0 FOOT SOUTH OF A FENCE, AND ABOUT LEVEL WITH THE ROAD.
 JD0613'NOTE-- THIS BENCH MARK IS 0.5 MILE NORTHWEST ALONG COUNTY ROAD
 JD0613'E FROM P 292 1963 WHICH IS DESCRIBED FROM SYRACUSE.
 JD0613
 JD0613                          STATION RECOVERY (1979)
 JD0613
 JD0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JD0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1185 ***********************************************************************
 JD1185  DESIGNATION -  B 298
 JD1185  PID         -  JD1185
 JD1185  STATE/COUNTY-  MO/PETTIS
 JD1185  USGS QUAD   -  BEAMAN (1978)
 JD1185
 JD1185                         *CURRENT SURVEY CONTROL
 JD1185  ___________________________________________________________________
 JD1185* NAD 83(1986)-  38 45 28.     (N)    093 09 05.     (W)     SCALED    
 JD1185* NAVD 88     -       254.044  (meters)     833.48   (feet)  ADJUSTED  
 JD1185  ___________________________________________________________________
 JD1185  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1185  DYNAMIC HT  -         253.875 (meters)     832.92  (feet)  COMP
 JD1185  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 JD1185
 JD1185  VERT ORDER  -  SECOND    CLASS 0
 JD1185
 JD1185.The horizontal coordinates were scaled from a topographic map and have
 JD1185.an estimated accuracy of +/- 6 seconds.
 JD1185
 JD1185.The orthometric height was determined by differential leveling
 JD1185.and adjusted by the National Geodetic Survey in June 1991..
 JD1185
 JD1185.The geoid height was determined by GEOID03.
 JD1185
 JD1185.The dynamic height is computed by dividing the NAVD 88
 JD1185.geopotential number by the normal gravity value computed on the
 JD1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1185.degrees latitude (g = 980.6199 gals.).
 JD1185
 JD1185.The modeled gravity was interpolated from observed gravity values.
 JD1185
 JD1185;                    North         East    Units  Estimated Accuracy
 JD1185;SPC MO C     -   324,740.      443,380.      MT  (+/- 180 meters Scaled)
 JD1185
 JD1185                          SUPERSEDED SURVEY CONTROL
 JD1185
 JD1185  NGVD 29 (??/??/92)  253.951  (m)          833.17   (f) ADJ UNCH    2 0
 JD1185
 JD1185.Superseded values are not recommended for survey control.
 JD1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1185.See file dsdata.txt to determine how the superseded data were derived.
 JD1185
 JD1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC868899(NAD 83)
 JD1185_MARKER: DB = BENCH MARK DISK
 JD1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1185_STAMPING: B 298 1963
 JD1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1185+STABILITY: SURFACE MOTION
 JD1185
 JD1185  HISTORY     - Date     Condition        Report By
 JD1185  HISTORY     - 1963     MONUMENTED       CGS
 JD1185
 JD1185                          STATION DESCRIPTION
 JD1185
 JD1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1185'7.6 MI NE FROM SEDALIA.
 JD1185'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1185'THE STATION AT SEDALIA, THENCE 2.25 MILES NORTH ALONG U.S.
 JD1185'HIGHWAY 65, THENCE 5.15 MILES NORTHEAST ALONG COUNTY ROAD HH,
 JD1185'89 FEET WEST OF THE CENTERLINE OF A DRIVEWAY LEADING TO A BRICK
 JD1185'FARMHOUSE, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.3 FEET
 JD1185'SOUTHEAST OF A FENCE CORNER, 2.0 FEET SOUTH OF A FENCE, 1.8 FEET
 JD1185'EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JD1185'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2028 ***********************************************************************
 JD2028  DESIGNATION -  B 299
 JD2028  PID         -  JD2028
 JD2028  STATE/COUNTY-  MO/JOHNSON
 JD2028  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD2028
 JD2028                         *CURRENT SURVEY CONTROL
 JD2028  ___________________________________________________________________
 JD2028* NAD 83(1986)-  38 49 56.     (N)    093 46 46.     (W)     SCALED    
 JD2028* NAVD 88     -       235.050  (meters)     771.16   (feet)  ADJUSTED  
 JD2028  ___________________________________________________________________
 JD2028  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD2028  DYNAMIC HT  -         234.893 (meters)     770.64  (feet)  COMP
 JD2028  MODELED GRAV-     979,954.0   (mgal)                       NAVD 88
 JD2028
 JD2028  VERT ORDER  -  SECOND    CLASS 0
 JD2028
 JD2028.The horizontal coordinates were scaled from a topographic map and have
 JD2028.an estimated accuracy of +/- 6 seconds.
 JD2028
 JD2028.The orthometric height was determined by differential leveling
 JD2028.and adjusted by the National Geodetic Survey in June 1991..
 JD2028
 JD2028.The geoid height was determined by GEOID03.
 JD2028
 JD2028.The dynamic height is computed by dividing the NAVD 88
 JD2028.geopotential number by the normal gravity value computed on the
 JD2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2028.degrees latitude (g = 980.6199 gals.).
 JD2028
 JD2028.The modeled gravity was interpolated from observed gravity values.
 JD2028
 JD2028;                    North         East    Units  Estimated Accuracy
 JD2028;SPC MO W     -   296,070.      912,560.      MT  (+/- 180 meters Scaled)
 JD2028
 JD2028                          SUPERSEDED SURVEY CONTROL
 JD2028
 JD2028  NGVD 29 (??/??/92)  234.957  (m)          770.85   (f) ADJ UNCH    2 0
 JD2028
 JD2028.Superseded values are not recommended for survey control.
 JD2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2028.See file dsdata.txt to determine how the superseded data were derived.
 JD2028
 JD2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC323984(NAD 83)
 JD2028_MARKER: DB = BENCH MARK DISK
 JD2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2028_STAMPING: B 299 1963
 JD2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2028+STABILITY: SURFACE MOTION
 JD2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2028+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 JD2028
 JD2028  HISTORY     - Date     Condition        Report By
 JD2028  HISTORY     - 1963     MONUMENTED       CGS
 JD2028  HISTORY     - 20050401 GOOD             INDIV
 JD2028
 JD2028                          STATION DESCRIPTION
 JD2028
 JD2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2028'6.4 MI NW FROM WARRENSBURG.
 JD2028'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE
 JD2028'INTERSECTION OF U.S. HIGHWAY 50 AT WARRENSBURG, THENCE 2.4 MILES
 JD2028'NORTHWEST ALONG GRAVELED COUNTY ROAD 00, NEAR THE BOTTOM OF A
 JD2028'SMALL HILL, 37.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 16.8
 JD2028'FEET SOUTH OF A T-JUNCTION OF FENCES, 4.5 FEET SOUTH OF THE SOUTH
 JD2028'END OF A WIRE GATE, 2.0 FEET EAST OF A FENCE, 1.3 FEET NORTH OF
 JD2028'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 JD2028'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD2028
 JD2028                          STATION RECOVERY (2005)
 JD2028
 JD2028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD2028'ROAD OO IS NOW PAVED AND RAISED IN HEIGHT.  BENCHMARK DISC IS NOW
 JD2028'ABOUT 5 FEET BELOW LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0116 ***********************************************************************
 JD0116  DESIGNATION -  B 3
 JD0116  PID         -  JD0116
 JD0116  STATE/COUNTY-  MO/CALLAWAY
 JD0116  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0116
 JD0116                         *CURRENT SURVEY CONTROL
 JD0116  ___________________________________________________________________
 JD0116* NAD 83(1986)-  38 36 22.     (N)    092 09 45.     (W)     SCALED    
 JD0116* NAVD 88     -       167.148  (meters)     548.38   (feet)  ADJUSTED  
 JD0116  ___________________________________________________________________
 JD0116  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD0116  DYNAMIC HT  -         167.036 (meters)     548.02  (feet)  COMP
 JD0116  MODELED GRAV-     979,956.6   (mgal)                       NAVD 88
 JD0116
 JD0116  VERT ORDER  -  SECOND    CLASS 0
 JD0116
 JD0116.The horizontal coordinates were scaled from a topographic map and have
 JD0116.an estimated accuracy of +/- 6 seconds.
 JD0116
 JD0116.The orthometric height was determined by differential leveling
 JD0116.and adjusted by the National Geodetic Survey in June 1991..
 JD0116.WARNING-Repeat measurements at this control monument indicate possible
 JD0116.vertical movement.
 JD0116
 JD0116.The geoid height was determined by GEOID03.
 JD0116
 JD0116.The dynamic height is computed by dividing the NAVD 88
 JD0116.geopotential number by the normal gravity value computed on the
 JD0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0116.degrees latitude (g = 980.6199 gals.).
 JD0116
 JD0116.The modeled gravity was interpolated from observed gravity values.
 JD0116
 JD0116;                    North         East    Units  Estimated Accuracy
 JD0116;SPC MO C     -   307,760.      529,400.      MT  (+/- 180 meters Scaled)
 JD0116
 JD0116                          SUPERSEDED SURVEY CONTROL
 JD0116
 JD0116  NGVD 29 (??/??/92)  167.167  (m)          548.45   (f) ADJ UNCH    2 0
 JD0116
 JD0116.Superseded values are not recommended for survey control.
 JD0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0116.See file dsdata.txt to determine how the superseded data were derived.
 JD0116
 JD0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC729734(NAD 83)
 JD0116_MARKER: DD = SURVEY DISK
 JD0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0116_SP_SET: CULVERT
 JD0116_STAMPING: B 3 1927
 JD0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0116
 JD0116  HISTORY     - Date     Condition        Report By
 JD0116  HISTORY     - 1927     MONUMENTED       USGS
 JD0116  HISTORY     - 1946     GOOD             NGS
 JD0116  HISTORY     - 1954     GOOD             NGS
 JD0116  HISTORY     - 1973     GOOD             NGS
 JD0116
 JD0116                          STATION DESCRIPTION
 JD0116
 JD0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0116'AT NORTH JEFFERSON.
 JD0116'AT NORTH JEFFERSON, ABOUT 50 YARDS NORTHWEST OF THE NORTHWEST
 JD0116'CORNER OF THE MISSOURI, KANSAS, TEXAS RAILROAD STATION, 31.0
 JD0116'FEET NORTH OF AND ABOUT 6.0 FEET LOWER THAN THE CENTER LINE OF THE
 JD0116'TRACK, ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 JD0116'OF A 4 FT X 4 FT CONCRETE CULVERT UNDER AN ABANDONED PART OF
 JD0116'U.S. HIGHWAY NO. 54.  A BRONZE GEOLOGICAL SURVEY DISK SET IN
 JD0116'A DRILL HOLE IN CONCRETE.
 JD0116
 JD0116                          STATION RECOVERY (1954)
 JD0116
 JD0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JD0116'RECOVERED IN GOOD CONDITION.
 JD0116
 JD0116                          STATION RECOVERY (1973)
 JD0116
 JD0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JD0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0752 ***********************************************************************
 JD0752  DESIGNATION -  B 3 B 1
 JD0752  PID         -  JD0752
 JD0752  STATE/COUNTY-  MO/SALINE
 JD0752  USGS QUAD   -  LONGWOOD (1979)
 JD0752
 JD0752                         *CURRENT SURVEY CONTROL
 JD0752  ___________________________________________________________________
 JD0752* NAD 83(1986)-  38 58 14.     (N)    093 07 35.     (W)     SCALED    
 JD0752* NAVD 88     -       249.375  (meters)     818.16   (feet)  ADJUSTED  
 JD0752  ___________________________________________________________________
 JD0752  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD0752  DYNAMIC HT  -         249.218 (meters)     817.64  (feet)  COMP
 JD0752  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JD0752
 JD0752  VERT ORDER  -  SECOND    CLASS 0
 JD0752
 JD0752.The horizontal coordinates were scaled from a topographic map and have
 JD0752.an estimated accuracy of +/- 6 seconds.
 JD0752
 JD0752.The orthometric height was determined by differential leveling
 JD0752.and adjusted by the National Geodetic Survey in June 1991..
 JD0752
 JD0752.The geoid height was determined by GEOID03.
 JD0752
 JD0752.The dynamic height is computed by dividing the NAVD 88
 JD0752.geopotential number by the normal gravity value computed on the
 JD0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0752.degrees latitude (g = 980.6199 gals.).
 JD0752
 JD0752.The modeled gravity was interpolated from observed gravity values.
 JD0752
 JD0752;                    North         East    Units  Estimated Accuracy
 JD0752;SPC MO C     -   348,350.      445,720.      MT  (+/- 180 meters Scaled)
 JD0752
 JD0752                          SUPERSEDED SURVEY CONTROL
 JD0752
 JD0752  NGVD 29 (??/??/92)  249.29   (m)          817.9    (f) COMPUTED    2 0
 JD0752
 JD0752.Superseded values are not recommended for survey control.
 JD0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0752.See file dsdata.txt to determine how the superseded data were derived.
 JD0752
 JD0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD890135(NAD 83)
 JD0752_MARKER: DZ = AZIMUTH MARK DISK
 JD0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0752+STABILITY: SURFACE MOTION
 JD0752
 JD0752  HISTORY     - Date     Condition        Report By
 JD0752  HISTORY     - UNK      MONUMENTED       DOD
 JD0752  HISTORY     - 1962     GOOD             NGS
 JD0752
 JD0752                          STATION DESCRIPTION
 JD0752
 JD0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0752'18.5 MI E FROM SWEET SPRINGS.
 JD0752'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0752'PACIFIC RAILROAD STATION FROM SWEET SPRINGS, THENCE 12.0 MILES
 JD0752'EAST ALONG INTERSTATE 70, THENCE 0.2 MILE SOUTH ALONG HIGHWAY
 JD0752'65, THENCE 4.5 MILES EAST ALONG U.S. HIGHWAY 40, THENCE 0.65 MILE
 JD0752'NORTH ALONG A GRAVELED ROAD, THENCE 0.15 MILE WEST ALONG A
 JD0752'GRAVELED ROAD, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6.5
 JD0752'FEET SOUTH OF A FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 JD0752'TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF TRIBRACH WAS
 JD0752'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0751 ***********************************************************************
 JD0751  DESIGNATION -  B 3 B 2
 JD0751  PID         -  JD0751
 JD0751  STATE/COUNTY-  MO/SALINE
 JD0751  USGS QUAD   -  NELSON (1979)
 JD0751
 JD0751                         *CURRENT SURVEY CONTROL
 JD0751  ___________________________________________________________________
 JD0751* NAD 83(1986)-  38 58 13.     (N)    093 07 27.     (W)     SCALED    
 JD0751* NAVD 88     -       249.283  (meters)     817.86   (feet)  ADJUSTED  
 JD0751  ___________________________________________________________________
 JD0751  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD0751  DYNAMIC HT  -         249.126 (meters)     817.34  (feet)  COMP
 JD0751  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JD0751
 JD0751  VERT ORDER  -  SECOND    CLASS 0
 JD0751
 JD0751.The horizontal coordinates were scaled from a topographic map and have
 JD0751.an estimated accuracy of +/- 6 seconds.
 JD0751
 JD0751.The orthometric height was determined by differential leveling
 JD0751.and adjusted by the National Geodetic Survey in June 1991..
 JD0751
 JD0751.The geoid height was determined by GEOID03.
 JD0751
 JD0751.The dynamic height is computed by dividing the NAVD 88
 JD0751.geopotential number by the normal gravity value computed on the
 JD0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0751.degrees latitude (g = 980.6199 gals.).
 JD0751
 JD0751.The modeled gravity was interpolated from observed gravity values.
 JD0751
 JD0751;                    North         East    Units  Estimated Accuracy
 JD0751;SPC MO C     -   348,320.      445,910.      MT  (+/- 180 meters Scaled)
 JD0751
 JD0751                          SUPERSEDED SURVEY CONTROL
 JD0751
 JD0751  NGVD 29 (??/??/92)  249.20   (m)          817.6    (f) COMPUTED    2 0
 JD0751
 JD0751.Superseded values are not recommended for survey control.
 JD0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0751.See file dsdata.txt to determine how the superseded data were derived.
 JD0751
 JD0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD892134(NAD 83)
 JD0751_MARKER: DZ = AZIMUTH MARK DISK
 JD0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0751+STABILITY: SURFACE MOTION
 JD0751
 JD0751  HISTORY     - Date     Condition        Report By
 JD0751  HISTORY     - UNK      MONUMENTED       DOD
 JD0751  HISTORY     - 1962     GOOD             NGS
 JD0751
 JD0751                          STATION DESCRIPTION
 JD0751
 JD0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0751'18.3 MI E FROM SWEET SPRINGS.
 JD0751'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0751'PACIFIC RAILROAD AT SWEET SPRINGS, THENCE 12.0 MILES EAST ALONG
 JD0751'INTERSTATE 70, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 65,
 JD0751'THENCE 4.5 MILES EAST ALONG U.S. HIGHWAY 40, THENCE 0.6 MILE
 JD0751'NORTH ALONG A GRAVELED ROAD, IN A FIELD, 0.5 MILE EAST OF
 JD0751'NORTH-SOUTH GRAVELED ROAD, 225 FEET SOUTHEAST OF GATE INTO
 JD0751'FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF
 JD0751'MONOLITH AZ.  NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0754 ***********************************************************************
 JD0754  DESIGNATION -  B 3 Z
 JD0754  PID         -  JD0754
 JD0754  STATE/COUNTY-  MO/SALINE
 JD0754  USGS QUAD   -  LONGWOOD (1979)
 JD0754
 JD0754                         *CURRENT SURVEY CONTROL
 JD0754  ___________________________________________________________________
 JD0754* NAD 83(1986)-  38 58 07.     (N)    093 07 52.     (W)     SCALED    
 JD0754* NAVD 88     -       243.463  (meters)     798.76   (feet)  ADJUSTED  
 JD0754  ___________________________________________________________________
 JD0754  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD0754  DYNAMIC HT  -         243.310 (meters)     798.26  (feet)  COMP
 JD0754  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JD0754
 JD0754  VERT ORDER  -  SECOND    CLASS 0
 JD0754
 JD0754.The horizontal coordinates were scaled from a topographic map and have
 JD0754.an estimated accuracy of +/- 6 seconds.
 JD0754
 JD0754.The orthometric height was determined by differential leveling
 JD0754.and adjusted by the National Geodetic Survey in June 1991..
 JD0754
 JD0754.The geoid height was determined by GEOID03.
 JD0754
 JD0754.The dynamic height is computed by dividing the NAVD 88
 JD0754.geopotential number by the normal gravity value computed on the
 JD0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0754.degrees latitude (g = 980.6199 gals.).
 JD0754
 JD0754.The modeled gravity was interpolated from observed gravity values.
 JD0754
 JD0754;                    North         East    Units  Estimated Accuracy
 JD0754;SPC MO C     -   348,140.      445,310.      MT  (+/- 180 meters Scaled)
 JD0754
 JD0754                          SUPERSEDED SURVEY CONTROL
 JD0754
 JD0754  NGVD 29 (??/??/92)  243.38   (m)          798.5    (f) COMPUTED    2 0
 JD0754
 JD0754.Superseded values are not recommended for survey control.
 JD0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0754.See file dsdata.txt to determine how the superseded data were derived.
 JD0754
 JD0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD886133(NAD 83)
 JD0754_MARKER: DS = TRIANGULATION STATION DISK
 JD0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0754_STAMPING: B 3 Z 1962
 JD0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0754+STABILITY: SURFACE MOTION
 JD0754
 JD0754  HISTORY     - Date     Condition        Report By
 JD0754  HISTORY     - 1962     MONUMENTED       CGS
 JD0754
 JD0754                          STATION DESCRIPTION
 JD0754
 JD0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0754'18.8 MI E FROM SWEET SPRINGS.
 JD0754'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0754'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 12.0 MILES
 JD0754'EAST ALONG INTERSTATE 70, THENCE 0.2 MILE SOUTH ALONG U.S.
 JD0754'HIGHWAY 65, THENCE 4.5 MILES EAST ALONG U.S. HIGHWAY 40, THENCE
 JD0754'0.65 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.15 MILE WEST
 JD0754'ALONG A GRAVELED ROAD, THENCE 0.3 MILE SOUTHWEST ACROSS A PASTURE
 JD0754'TO THE EAST-WEST FENCE, 58.6 FEET EAST OF RM 2, 63.7 FEET WEST
 JD0754'OF RM 1, 1.0 FOOT NORTH OF THE EAST-WEST FENCE, 8.4 FEET NORTH
 JD0754'OF THE WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST 1
 JD0754'FOOT UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0753 ***********************************************************************
 JD0753  DESIGNATION -  B 3 Z RM 1
 JD0753  PID         -  JD0753
 JD0753  STATE/COUNTY-  MO/SALINE
 JD0753  USGS QUAD   -  LONGWOOD (1979)
 JD0753
 JD0753                         *CURRENT SURVEY CONTROL
 JD0753  ___________________________________________________________________
 JD0753* NAD 83(1986)-  38 58 07.     (N)    093 07 52.     (W)     SCALED    
 JD0753* NAVD 88     -       244.203  (meters)     801.19   (feet)  ADJUSTED  
 JD0753  ___________________________________________________________________
 JD0753  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD0753  DYNAMIC HT  -         244.049 (meters)     800.68  (feet)  COMP
 JD0753  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JD0753
 JD0753  VERT ORDER  -  SECOND    CLASS 0
 JD0753
 JD0753.The horizontal coordinates were scaled from a topographic map and have
 JD0753.an estimated accuracy of +/- 6 seconds.
 JD0753
 JD0753.The orthometric height was determined by differential leveling
 JD0753.and adjusted by the National Geodetic Survey in June 1991..
 JD0753
 JD0753.The geoid height was determined by GEOID03.
 JD0753
 JD0753.The dynamic height is computed by dividing the NAVD 88
 JD0753.geopotential number by the normal gravity value computed on the
 JD0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0753.degrees latitude (g = 980.6199 gals.).
 JD0753
 JD0753.The modeled gravity was interpolated from observed gravity values.
 JD0753
 JD0753;                    North         East    Units  Estimated Accuracy
 JD0753;SPC MO C     -   348,140.      445,310.      MT  (+/- 180 meters Scaled)
 JD0753
 JD0753                          SUPERSEDED SURVEY CONTROL
 JD0753
 JD0753  NGVD 29 (??/??/92)  244.12   (m)          800.9    (f) COMPUTED    2 0
 JD0753
 JD0753.Superseded values are not recommended for survey control.
 JD0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0753.See file dsdata.txt to determine how the superseded data were derived.
 JD0753
 JD0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD886133(NAD 83)
 JD0753_MARKER: DR = REFERENCE MARK DISK
 JD0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0753_STAMPING: B 3 Z NO 1 1962
 JD0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0753+STABILITY: SURFACE MOTION
 JD0753
 JD0753  HISTORY     - Date     Condition        Report By
 JD0753  HISTORY     - 1962     MONUMENTED       CGS
 JD0753
 JD0753                          STATION DESCRIPTION
 JD0753
 JD0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0753'18.8 MI E FROM SWEET SPRINGS.
 JD0753'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0753'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 12.0 MILES
 JD0753'EAST ALONG INTERSTATE 70, THENCE 0.2 MILE SOUTH ALONG U.S.
 JD0753'HIGHWAY 65, THENCE 4.5 MILES EAST ALONG U.S. HIGHWAY 40, THENCE
 JD0753'0.65 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.15 MILE WEST
 JD0753'ALONG A GRAVELED ROAD, THENCE 0.3 MILE SOUTHWEST ACROSS A PASTURE
 JD0753'TO THE EAST-WEST FENCE, 122 FEET EAST OF RM 2, 63.7 FEET EAST OF
 JD0753'STATION MARK, 1 FOOT NORTH OF THE EAST-WEST FENCE, AND SET IN THE
 JD0753'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0755 ***********************************************************************
 JD0755  DESIGNATION -  B 3 Z RM 2
 JD0755  PID         -  JD0755
 JD0755  STATE/COUNTY-  MO/SALINE
 JD0755  USGS QUAD   -  LONGWOOD (1979)
 JD0755
 JD0755                         *CURRENT SURVEY CONTROL
 JD0755  ___________________________________________________________________
 JD0755* NAD 83(1986)-  38 58 07.     (N)    093 07 52.     (W)     SCALED    
 JD0755* NAVD 88     -       243.742  (meters)     799.68   (feet)  ADJUSTED  
 JD0755  ___________________________________________________________________
 JD0755  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD0755  DYNAMIC HT  -         243.589 (meters)     799.17  (feet)  COMP
 JD0755  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JD0755
 JD0755  VERT ORDER  -  SECOND    CLASS 0
 JD0755
 JD0755.The horizontal coordinates were scaled from a topographic map and have
 JD0755.an estimated accuracy of +/- 6 seconds.
 JD0755
 JD0755.The orthometric height was determined by differential leveling
 JD0755.and adjusted by the National Geodetic Survey in June 1991..
 JD0755
 JD0755.The geoid height was determined by GEOID03.
 JD0755
 JD0755.The dynamic height is computed by dividing the NAVD 88
 JD0755.geopotential number by the normal gravity value computed on the
 JD0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0755.degrees latitude (g = 980.6199 gals.).
 JD0755
 JD0755.The modeled gravity was interpolated from observed gravity values.
 JD0755
 JD0755;                    North         East    Units  Estimated Accuracy
 JD0755;SPC MO C     -   348,140.      445,310.      MT  (+/- 180 meters Scaled)
 JD0755
 JD0755                          SUPERSEDED SURVEY CONTROL
 JD0755
 JD0755  NGVD 29 (??/??/92)  243.66   (m)          799.4    (f) COMPUTED    2 0
 JD0755
 JD0755.Superseded values are not recommended for survey control.
 JD0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0755.See file dsdata.txt to determine how the superseded data were derived.
 JD0755
 JD0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD886133(NAD 83)
 JD0755_MARKER: DR = REFERENCE MARK DISK
 JD0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0755_STAMPING: B 3 Z NO 2 1962
 JD0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0755+STABILITY: SURFACE MOTION
 JD0755
 JD0755  HISTORY     - Date     Condition        Report By
 JD0755  HISTORY     - 1962     MONUMENTED       CGS
 JD0755
 JD0755                          STATION DESCRIPTION
 JD0755
 JD0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0755'18.8 MI E FROM SWEET SPRINGS.
 JD0755'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0755'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 12.0 MILES
 JD0755'EAST ALONG INTERSTATE 70, THENCE 0.2 MILE SOUTH ALONG U.S.
 JD0755'HIGHWAY 65, THENCE 4.5 MILES EAST ALONG U.S. HIGHWAY 40, THENCE
 JD0755'0.65 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.15 MILE WEST
 JD0755'ALONG A GRAVELED ROAD, THENCE 0.3 MILE SOUTHWEST ACROSS A PASTURE
 JD0755'TO THE EAST-WEST FENCE, 58.6 FEET WEST OF B3 Z STATION MARK, 122
 JD0755'FEET WEST OF RM 2, 1 FOOT NORTH OF EAST-WEST FENCE, AND SET IN
 JD0755'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0362 ***********************************************************************
 HD0362  DESIGNATION -  B 30
 HD0362  PID         -  HD0362
 HD0362  STATE/COUNTY-  MO/LACLEDE
 HD0362  USGS QUAD   -  LEBANON (1978)
 HD0362
 HD0362                         *CURRENT SURVEY CONTROL
 HD0362  ___________________________________________________________________
 HD0362* NAD 83(1986)-  37 43 20.     (N)    092 40 14.     (W)     SCALED    
 HD0362* NAVD 88     -       377.276  (meters)    1237.78   (feet)  ADJUSTED  
 HD0362  ___________________________________________________________________
 HD0362  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HD0362  DYNAMIC HT  -         376.985 (meters)    1236.83  (feet)  COMP
 HD0362  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 HD0362
 HD0362  VERT ORDER  -  SECOND    CLASS 0
 HD0362
 HD0362.The horizontal coordinates were scaled from a topographic map and have
 HD0362.an estimated accuracy of +/- 6 seconds.
 HD0362
 HD0362.The orthometric height was determined by differential leveling
 HD0362.and adjusted by the National Geodetic Survey in June 1991..
 HD0362
 HD0362.The geoid height was determined by GEOID03.
 HD0362
 HD0362.The dynamic height is computed by dividing the NAVD 88
 HD0362.geopotential number by the normal gravity value computed on the
 HD0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0362.degrees latitude (g = 980.6199 gals.).
 HD0362
 HD0362.The modeled gravity was interpolated from observed gravity values.
 HD0362
 HD0362;                    North         East    Units  Estimated Accuracy
 HD0362;SPC MO C     -   209,620.      484,960.      MT  (+/- 180 meters Scaled)
 HD0362
 HD0362                          SUPERSEDED SURVEY CONTROL
 HD0362
 HD0362  NGVD 29 (??/??/92)  377.157  (m)         1237.39   (f) ADJ UNCH    2 0
 HD0362
 HD0362.Superseded values are not recommended for survey control.
 HD0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0362.See file dsdata.txt to determine how the superseded data were derived.
 HD0362
 HD0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB290750(NAD 83)
 HD0362_MARKER: DB = BENCH MARK DISK
 HD0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0362_STAMPING: B 30 1934
 HD0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0362+STABILITY: SURFACE MOTION
 HD0362
 HD0362  HISTORY     - Date     Condition        Report By
 HD0362  HISTORY     - 1934     MONUMENTED       CGS
 HD0362
 HD0362                          STATION DESCRIPTION
 HD0362
 HD0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0362'3.2 MI N FROM LEBANON.
 HD0362'3.2 MILES NORTH ALONG STATE HIGHWAY 5 FROM LEBANON, 208.7
 HD0362'FEET NORTH OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE
 HD0362'CULVERT, 29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HD0362'9.5 FEET SOUTHEAST OF POLE 955.  A STANDARD DISK, STAMPED B
 HD0362'30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1541 ***********************************************************************
 HD1541  DESIGNATION -  B 30 RESET
 HD1541  PID         -  HD1541
 HD1541  STATE/COUNTY-  MO/LACLEDE
 HD1541  USGS QUAD   -  LEBANON (1978)
 HD1541
 HD1541                         *CURRENT SURVEY CONTROL
 HD1541  ___________________________________________________________________
 HD1541* NAD 83(1986)-  37 43 20.     (N)    092 40 14.     (W)     SCALED    
 HD1541* NAVD 88     -       377.20   (meters)    1237.5    (feet)  RESET     
 HD1541  ___________________________________________________________________
 HD1541  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HD1541
 HD1541  VERT ORDER  -  THIRD
 HD1541
 HD1541.The horizontal coordinates were scaled from a topographic map and have
 HD1541.an estimated accuracy of +/- 6 seconds.
 HD1541
 HD1541.The orthometric height was computed from unverified reset data.
 HD1541.No vertical observational check was made to the station.
 HD1541
 HD1541.The geoid height was determined by GEOID03.
 HD1541
 HD1541;                    North         East    Units  Estimated Accuracy
 HD1541;SPC MO C     -   209,620.      484,960.      MT  (+/- 180 meters Scaled)
 HD1541
 HD1541                          SUPERSEDED SURVEY CONTROL
 HD1541
 HD1541  NGVD 29 (02/22/06)  377.08   (m)         1237.1    (f) RESET       3  
 HD1541
 HD1541.Superseded values are not recommended for survey control.
 HD1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1541.See file dsdata.txt to determine how the superseded data were derived.
 HD1541
 HD1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB290750(NAD 83)
 HD1541_MARKER: DD = SURVEY DISK
 HD1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1541_SP_SET: CONCRETE POST
 HD1541_STAMPING: B 30 RESET 1986
 HD1541_MARK LOGO: MOHC  
 HD1541_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1541+STABILITY: SURFACE MOTION
 HD1541
 HD1541  HISTORY     - Date     Condition        Report By
 HD1541  HISTORY     - 1986     MONUMENTED       MOHC
 HD1541
 HD1541                          STATION DESCRIPTION
 HD1541
 HD1541'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1986
 HD1541'3.2 MILES NORTH ALONG STATE HIGHWAY 5 FROM LEBANON, 74.0 FEET
 HD1541'LEFT OF STATION 639+00, AND IN THE CENTERLINE OF NEW ROUTE 5,
 HD1541'WITNESS POST SET 3 FEET NORTH OF USGS B 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1890 ***********************************************************************
 JD1890  DESIGNATION -  B 300
 JD1890  PID         -  JD1890
 JD1890  STATE/COUNTY-  MO/JOHNSON
 JD1890  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1890
 JD1890                         *CURRENT SURVEY CONTROL
 JD1890  ___________________________________________________________________
 JD1890* NAD 83(1986)-  38 47 21.     (N)    093 44 29.     (W)     SCALED    
 JD1890* NAVD 88     -       255.325  (meters)     837.68   (feet)  ADJUSTED  
 JD1890  ___________________________________________________________________
 JD1890  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1890  DYNAMIC HT  -         255.153 (meters)     837.11  (feet)  COMP
 JD1890  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 JD1890
 JD1890  VERT ORDER  -  SECOND    CLASS 0
 JD1890
 JD1890.The horizontal coordinates were scaled from a topographic map and have
 JD1890.an estimated accuracy of +/- 6 seconds.
 JD1890
 JD1890.The orthometric height was determined by differential leveling
 JD1890.and adjusted by the National Geodetic Survey in June 1991..
 JD1890
 JD1890.The geoid height was determined by GEOID03.
 JD1890
 JD1890.The dynamic height is computed by dividing the NAVD 88
 JD1890.geopotential number by the normal gravity value computed on the
 JD1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1890.degrees latitude (g = 980.6199 gals.).
 JD1890
 JD1890.The modeled gravity was interpolated from observed gravity values.
 JD1890
 JD1890;                    North         East    Units  Estimated Accuracy
 JD1890;SPC MO W     -   291,320.      915,910.      MT  (+/- 180 meters Scaled)
 JD1890
 JD1890                          SUPERSEDED SURVEY CONTROL
 JD1890
 JD1890  NGVD 29 (??/??/92)  255.231  (m)          837.37   (f) ADJ UNCH    2 0
 JD1890
 JD1890.Superseded values are not recommended for survey control.
 JD1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1890.See file dsdata.txt to determine how the superseded data were derived.
 JD1890
 JD1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC356936(NAD 83)
 JD1890_MARKER: DB = BENCH MARK DISK
 JD1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1890_STAMPING: B 300 1963
 JD1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1890+STABILITY: SURFACE MOTION
 JD1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD1890+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2005
 JD1890
 JD1890  HISTORY     - Date     Condition        Report By
 JD1890  HISTORY     - 1963     MONUMENTED       CGS
 JD1890  HISTORY     - 20050910 GOOD             INDIV
 JD1890
 JD1890                          STATION DESCRIPTION
 JD1890
 JD1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1890'2.1 MI N FROM WARRENSBURG.
 JD1890'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COLLEGE
 JD1890'AT WARRENSBURG, NEAR THE CREST OF A HILL, UNDER A POWER LINE
 JD1890'AND ACROSS THE ROAD FROM A PRIVATE HOME, 32 FEET WEST OF THE
 JD1890'CENTERLINE OF THE HIGHWAY, 4 FEET SOUTH OF A POWER POLE, 2.5
 JD1890'FEET NORTH OF A WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JD1890'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JD1890'FOOT.
 JD1890
 JD1890                          STATION RECOVERY (2005)
 JD1890
 JD1890'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD1890'HIGHWAY 13 IS NOW 0.25 MILE EAST.  THIS STREET IS NOW CALLED NW21ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2041 ***********************************************************************
 JD2041  DESIGNATION -  B 301
 JD2041  PID         -  JD2041
 JD2041  STATE/COUNTY-  MO/JOHNSON
 JD2041  USGS QUAD   -  PITTSVILLE (1981)
 JD2041
 JD2041                         *CURRENT SURVEY CONTROL
 JD2041  ___________________________________________________________________
 JD2041* NAD 83(1986)-  38 48 09.     (N)    093 59 37.     (W)     SCALED    
 JD2041* NAVD 88     -       265.904  (meters)     872.39   (feet)  ADJUSTED  
 JD2041  ___________________________________________________________________
 JD2041  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD2041  DYNAMIC HT  -         265.725 (meters)     871.80  (feet)  COMP
 JD2041  MODELED GRAV-     979,947.6   (mgal)                       NAVD 88
 JD2041
 JD2041  VERT ORDER  -  SECOND    CLASS 0
 JD2041
 JD2041.The horizontal coordinates were scaled from a topographic map and have
 JD2041.an estimated accuracy of +/- 6 seconds.
 JD2041
 JD2041.The orthometric height was determined by differential leveling
 JD2041.and adjusted by the National Geodetic Survey in June 1991..
 JD2041
 JD2041.The geoid height was determined by GEOID03.
 JD2041
 JD2041.The dynamic height is computed by dividing the NAVD 88
 JD2041.geopotential number by the normal gravity value computed on the
 JD2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2041.degrees latitude (g = 980.6199 gals.).
 JD2041
 JD2041.The modeled gravity was interpolated from observed gravity values.
 JD2041
 JD2041;                    North         East    Units  Estimated Accuracy
 JD2041;SPC MO W     -   292,650.      893,990.      MT  (+/- 180 meters Scaled)
 JD2041
 JD2041                          SUPERSEDED SURVEY CONTROL
 JD2041
 JD2041  NGVD 29 (??/??/92)  265.801  (m)          872.05   (f) ADJ UNCH    2 0
 JD2041
 JD2041.Superseded values are not recommended for survey control.
 JD2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2041.See file dsdata.txt to determine how the superseded data were derived.
 JD2041
 JD2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC137953(NAD 83)
 JD2041_MARKER: DB = BENCH MARK DISK
 JD2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2041_STAMPING: B 301 1963
 JD2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2041+STABILITY: SURFACE MOTION
 JD2041
 JD2041  HISTORY     - Date     Condition        Report By
 JD2041  HISTORY     - 1963     MONUMENTED       CGS
 JD2041
 JD2041                          STATION DESCRIPTION
 JD2041
 JD2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2041'3.5 MI S FROM PITTSVILLE.
 JD2041'ABOUT 3.5 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE
 JD2041'INTERSECTION OF U.S. HIGHWAY 50 AT PITTSVILLE, 41 FEET WEST OF
 JD2041'THE CENTERLINE OF THE HIGHWAY, 29 FEET SOUTH OF THE CENTERLINE
 JD2041'OF A DRIVEWAY LEADING TO A LARGE FARMHOUSE, 11.3 FEET SOUTH OF A
 JD2041'FENCE CORNER, 19 FEET NORTH OF A TELEPHONE POLE NUMBERED E 48,
 JD2041'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 JD2041'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JD2041'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2042 ***********************************************************************
 JD2042  DESIGNATION -  B 301 RESET
 JD2042  PID         -  JD2042
 JD2042  STATE/COUNTY-  MO/JOHNSON
 JD2042  USGS QUAD   -  PITTSVILLE (1981)
 JD2042
 JD2042                         *CURRENT SURVEY CONTROL
 JD2042  ___________________________________________________________________
 JD2042* NAD 83(1986)-  38 48 09.     (N)    093 59 37.     (W)     SCALED    
 JD2042* NAVD 88     -       265.76   (meters)     871.9    (feet)  RESET     
 JD2042  ___________________________________________________________________
 JD2042  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD2042
 JD2042  VERT ORDER  -  THIRD
 JD2042
 JD2042.The horizontal coordinates were scaled from a topographic map and have
 JD2042.an estimated accuracy of +/- 6 seconds.
 JD2042
 JD2042.The orthometric height was computed from unverified reset data.
 JD2042
 JD2042.The geoid height was determined by GEOID03.
 JD2042
 JD2042;                    North         East    Units  Estimated Accuracy
 JD2042;SPC MO W     -   292,650.      893,990.      MT  (+/- 180 meters Scaled)
 JD2042
 JD2042                          SUPERSEDED SURVEY CONTROL
 JD2042
 JD2042.No superseded survey control is available for this station.
 JD2042
 JD2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC137953(NAD 83)
 JD2042_MARKER: DB = BENCH MARK DISK
 JD2042_SETTING: 0 = UNSPECIFIED SETTING
 JD2042_STAMPING: B 301 1963 RESET 1964
 JD2042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2042
 JD2042  HISTORY     - Date     Condition        Report By
 JD2042  HISTORY     - 1964     MONUMENTED       CGS
 JD2042  HISTORY     - 20060811 GOOD             INDIV
 JD2042
 JD2042                          STATION DESCRIPTION
 JD2042
 JD2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JD2042'3.3 MI S FROM PITTSVILLE.
 JD2042'ABOUT 3.3 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 JD2042'OF U.S. HIGHWAY 50 AT PITTSVILLE, 59 FEET WEST OF THE CENTERLINE
 JD2042'OF STATE HIGHWAY 131, 26 FEET SOUTH OF THE CENTER OF DRIVEWAY
 JD2042'LEADING WEST TO THE FRANK ROBEY FARMHOUSE, 4 FEET NORTH OF A
 JD2042'TELEPHONE POLE, 3 FEET SOUTH OF A FENCE CORNER, AND 1 1/2 FEET
 JD2042'SOUTH OF A NEW STEEL WITNESS POST, PROJECTING 6 INCHES.
 JD2042
 JD2042                          STATION RECOVERY (2006)
 JD2042
 JD2042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2042'THE SURVEY MARKER IS LOCATED 1.5 FEET EAST OF A NORTH-SOUTH FENCE.
 JD2042'THE REFERENCED TELEPHONE POLE HAS BEEN CUT DOWN TO THE SIZE OF A FENCE
 JD2042'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2077 ***********************************************************************
 JD2077  DESIGNATION -  B 302
 JD2077  PID         -  JD2077
 JD2077  STATE/COUNTY-  MO/JOHNSON
 JD2077  USGS QUAD   -  PITTSVILLE (1981)
 JD2077
 JD2077                         *CURRENT SURVEY CONTROL
 JD2077  ___________________________________________________________________
 JD2077* NAD 83(1986)-  38 48 19.     (N)    093 53 21.     (W)     SCALED    
 JD2077* NAVD 88     -       232.740  (meters)     763.58   (feet)  ADJUSTED  
 JD2077  ___________________________________________________________________
 JD2077  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2077  DYNAMIC HT  -         232.584 (meters)     763.07  (feet)  COMP
 JD2077  MODELED GRAV-     979,949.0   (mgal)                       NAVD 88
 JD2077
 JD2077  VERT ORDER  -  SECOND    CLASS 0
 JD2077
 JD2077.The horizontal coordinates were scaled from a topographic map and have
 JD2077.an estimated accuracy of +/- 6 seconds.
 JD2077
 JD2077.The orthometric height was determined by differential leveling
 JD2077.and adjusted by the National Geodetic Survey in June 1991..
 JD2077
 JD2077.The geoid height was determined by GEOID03.
 JD2077
 JD2077.The dynamic height is computed by dividing the NAVD 88
 JD2077.geopotential number by the normal gravity value computed on the
 JD2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2077.degrees latitude (g = 980.6199 gals.).
 JD2077
 JD2077.The modeled gravity was interpolated from observed gravity values.
 JD2077
 JD2077;                    North         East    Units  Estimated Accuracy
 JD2077;SPC MO W     -   293,010.      903,060.      MT  (+/- 180 meters Scaled)
 JD2077
 JD2077                          SUPERSEDED SURVEY CONTROL
 JD2077
 JD2077  NGVD 29 (??/??/92)  232.642  (m)          763.26   (f) ADJ UNCH    2 0
 JD2077
 JD2077.Superseded values are not recommended for survey control.
 JD2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2077.See file dsdata.txt to determine how the superseded data were derived.
 JD2077
 JD2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC227955(NAD 83)
 JD2077_MARKER: DB = BENCH MARK DISK
 JD2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2077_STAMPING: B 302 1963
 JD2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2077+STABILITY: SURFACE MOTION
 JD2077
 JD2077  HISTORY     - Date     Condition        Report By
 JD2077  HISTORY     - 1963     MONUMENTED       CGS
 JD2077
 JD2077                          STATION DESCRIPTION
 JD2077
 JD2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2077'7 MI SE FROM PITTSVILLE.
 JD2077'ABOUT 7.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JD2077'INTERSECTION OF STATE HIGHWAY 131 AT PITTSVILLE, 0.1 MILE
 JD2077'NORTHWEST OF A CURVE IN THE HIGHWAY, 32 FEET NORTHEAST OF THE
 JD2077'CENTERLINE OF THE HIGHWAY, 4.0 FEET NORTHWEST OF A T-FENCE
 JD2077'CORNER, 2.5 FEET WEST OF A FENCE LEADING NORTH, 1.7 FEET
 JD2077'NORTH OF AN EAST-WEST FENCE, 1.0 FOOT EAST OF A METAL WITNESS
 JD2077'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 JD2077'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2327 ***********************************************************************
 JD2327  DESIGNATION -  B 303
 JD2327  PID         -  JD2327
 JD2327  STATE/COUNTY-  MO/JOHNSON
 JD2327  USGS QUAD   -  HOLDEN (1954)
 JD2327
 JD2327                         *CURRENT SURVEY CONTROL
 JD2327  ___________________________________________________________________
 JD2327* NAD 83(1986)-  38 41 45.     (N)    093 59 42.     (W)     SCALED    
 JD2327* NAVD 88     -       278.092  (meters)     912.37   (feet)  ADJUSTED  
 JD2327  ___________________________________________________________________
 JD2327  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD2327  DYNAMIC HT  -         277.902 (meters)     911.75  (feet)  COMP
 JD2327  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 JD2327
 JD2327  VERT ORDER  -  SECOND    CLASS 0
 JD2327
 JD2327.The horizontal coordinates were scaled from a topographic map and have
 JD2327.an estimated accuracy of +/- 6 seconds.
 JD2327
 JD2327.The orthometric height was determined by differential leveling
 JD2327.and adjusted by the National Geodetic Survey in June 1991..
 JD2327
 JD2327.The geoid height was determined by GEOID03.
 JD2327
 JD2327.The dynamic height is computed by dividing the NAVD 88
 JD2327.geopotential number by the normal gravity value computed on the
 JD2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2327.degrees latitude (g = 980.6199 gals.).
 JD2327
 JD2327.The modeled gravity was interpolated from observed gravity values.
 JD2327
 JD2327;                    North         East    Units  Estimated Accuracy
 JD2327;SPC MO W     -   280,810.      893,930.      MT  (+/- 180 meters Scaled)
 JD2327
 JD2327                          SUPERSEDED SURVEY CONTROL
 JD2327
 JD2327  NGVD 29 (??/??/92)  277.984  (m)          912.02   (f) ADJ UNCH    2 0
 JD2327
 JD2327.Superseded values are not recommended for survey control.
 JD2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2327.See file dsdata.txt to determine how the superseded data were derived.
 JD2327
 JD2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC134834(NAD 83)
 JD2327_MARKER: DB = BENCH MARK DISK
 JD2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2327_STAMPING: B 303 1963
 JD2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2327+STABILITY: SURFACE MOTION
 JD2327
 JD2327  HISTORY     - Date     Condition        Report By
 JD2327  HISTORY     - 1963     MONUMENTED       CGS
 JD2327
 JD2327                          STATION DESCRIPTION
 JD2327
 JD2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2327'1.7 MI S FROM HOLDEN.
 JD2327'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE POST
 JD2327'OFFICE AT HOLDEN, IN S 15, R 28 W, T 45 N, 53 FEET NORTHWEST OF
 JD2327'THE CENTER OF THE JUNCTION OF A ROAD LEADING WEST, 36 FEET NORTH
 JD2327'OF THE CENTERLINE OF THE ROAD, 38.5 FEET WEST OF THE CENTERLINE
 JD2327'OF THE HIGHWAY, 12 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTH
 JD2327'OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET
 JD2327'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JD2327'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2328 ***********************************************************************
 JD2328  DESIGNATION -  B 303 RESET
 JD2328  PID         -  JD2328
 JD2328  STATE/COUNTY-  MO/JOHNSON
 JD2328  USGS QUAD   -  HOLDEN (1954)
 JD2328
 JD2328                         *CURRENT SURVEY CONTROL
 JD2328  ___________________________________________________________________
 JD2328* NAD 83(1986)-  38 41 46.     (N)    093 59 42.     (W)     SCALED    
 JD2328* NAVD 88     -       277.43   (meters)     910.2    (feet)  RESET     
 JD2328  ___________________________________________________________________
 JD2328  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD2328
 JD2328  VERT ORDER  -  THIRD
 JD2328
 JD2328.The horizontal coordinates were scaled from a topographic map and have
 JD2328.an estimated accuracy of +/- 6 seconds.
 JD2328
 JD2328.The orthometric height was computed from unverified reset data.
 JD2328
 JD2328.The geoid height was determined by GEOID03.
 JD2328
 JD2328;                    North         East    Units  Estimated Accuracy
 JD2328;SPC MO W     -   280,840.      893,930.      MT  (+/- 180 meters Scaled)
 JD2328
 JD2328                          SUPERSEDED SURVEY CONTROL
 JD2328
 JD2328.No superseded survey control is available for this station.
 JD2328
 JD2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC134835(NAD 83)
 JD2328_MARKER: DB = BENCH MARK DISK
 JD2328_SETTING: 0 = UNSPECIFIED SETTING
 JD2328_STAMPING: B 303 1963 RESET 1964
 JD2328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2328+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 JD2328
 JD2328  HISTORY     - Date     Condition        Report By
 JD2328  HISTORY     - 1964     MONUMENTED       CGS
 JD2328  HISTORY     - 20060505 GOOD             INDIV
 JD2328
 JD2328                          STATION DESCRIPTION
 JD2328
 JD2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JD2328'1.5 MI S FROM HOLDEN.
 JD2328'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 JD2328'OF STATE HIGHWAY 58 IN HOLDEN, JOHNSON COUNTY, 43 FEET EAST OF
 JD2328'THE CENTERLINE OF STATE HIGHWAY 131, 5 FEET WEST OF A POWER POLE,
 JD2328'20 FEET NORTH OF THE CENTER OF DRIVEWAY TO THE E.A. BORER FARM
 JD2328'BUILDINGS, 2 FEET EAST OF A STEEL WITNESS POST, AND 1 FOOT NORTH
 JD2328'OF A FENCE, PROJECTING 2 INCHES.
 JD2328
 JD2328                          STATION RECOVERY (2006)
 JD2328
 JD2328'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2328'THE FENCE HAS BEEN REMOVED.  THE SURVEY MARKER IS NOW 0.2 FEET BELOW
 JD2328'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2301 ***********************************************************************
 JD2301  DESIGNATION -  B 304
 JD2301  PID         -  JD2301
 JD2301  STATE/COUNTY-  MO/JOHNSON
 JD2301  USGS QUAD   -  HOLDEN (1954)
 JD2301
 JD2301                         *CURRENT SURVEY CONTROL
 JD2301  ___________________________________________________________________
 JD2301* NAD 83(1986)-  38 38 55.     (N)    093 58 23.     (W)     SCALED    
 JD2301* NAVD 88     -       244.287  (meters)     801.46   (feet)  ADJUSTED  
 JD2301  ___________________________________________________________________
 JD2301  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD2301  DYNAMIC HT  -         244.120 (meters)     800.92  (feet)  COMP
 JD2301  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JD2301
 JD2301  VERT ORDER  -  SECOND    CLASS 0
 JD2301
 JD2301.The horizontal coordinates were scaled from a topographic map and have
 JD2301.an estimated accuracy of +/- 6 seconds.
 JD2301
 JD2301.The orthometric height was determined by differential leveling
 JD2301.and adjusted by the National Geodetic Survey in June 1991..
 JD2301
 JD2301.The geoid height was determined by GEOID03.
 JD2301
 JD2301.The dynamic height is computed by dividing the NAVD 88
 JD2301.geopotential number by the normal gravity value computed on the
 JD2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2301.degrees latitude (g = 980.6199 gals.).
 JD2301
 JD2301.The modeled gravity was interpolated from observed gravity values.
 JD2301
 JD2301;                    North         East    Units  Estimated Accuracy
 JD2301;SPC MO W     -   275,580.      895,870.      MT  (+/- 180 meters Scaled)
 JD2301
 JD2301                          SUPERSEDED SURVEY CONTROL
 JD2301
 JD2301  NGVD 29 (??/??/92)  244.178  (m)          801.11   (f) ADJ UNCH    2 0
 JD2301
 JD2301.Superseded values are not recommended for survey control.
 JD2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2301.See file dsdata.txt to determine how the superseded data were derived.
 JD2301
 JD2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC153782(NAD 83)
 JD2301_MARKER: DB = BENCH MARK DISK
 JD2301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD2301_SP_SET: BRIDGE
 JD2301_STAMPING: B 304 1963
 JD2301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2301
 JD2301  HISTORY     - Date     Condition        Report By
 JD2301  HISTORY     - 1963     MONUMENTED       CGS
 JD2301
 JD2301                          STATION DESCRIPTION
 JD2301
 JD2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2301'2.5 MI E FROM MEDFORD.
 JD2301'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JD2301'CROSSING AT MEDFORD, THENCE 1.0 MILE EAST ALONG A GRAVELED COUNTY
 JD2301'ROAD, THENCE 1.0 MILE NORTHEAST ALONG A GRAVELED COUNTY ROAD, IN
 JD2301'S 2, R 28 W, T 44 N, 11.0 FEET SOUTH OF THE CENTERLINE OF THE
 JD2301'ROAD, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE
 JD2301'WINGWALL OF A CONCRETE BRIDGE IN THE ROAD, 2.7 FEET SOUTHEAST OF
 JD2301'THE EAST END OF A METAL GUARDRAIL, AND ABOUT 1 FOOT BELOW THE
 JD2301'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2268 ***********************************************************************
 JD2268  DESIGNATION -  B 305
 JD2268  PID         -  JD2268
 JD2268  STATE/COUNTY-  MO/HENRY
 JD2268  USGS QUAD   -  CHILHOWEE (1955)
 JD2268
 JD2268                         *CURRENT SURVEY CONTROL
 JD2268  ___________________________________________________________________
 JD2268* NAD 83(1986)-  38 33 44.     (N)    093 49 47.     (W)     SCALED    
 JD2268* NAVD 88     -       275.366  (meters)     903.43   (feet)  ADJUSTED  
 JD2268  ___________________________________________________________________
 JD2268  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JD2268  DYNAMIC HT  -         275.178 (meters)     902.81  (feet)  COMP
 JD2268  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 JD2268
 JD2268  VERT ORDER  -  SECOND    CLASS 0
 JD2268
 JD2268.The horizontal coordinates were scaled from a topographic map and have
 JD2268.an estimated accuracy of +/- 6 seconds.
 JD2268
 JD2268.The orthometric height was determined by differential leveling
 JD2268.and adjusted by the National Geodetic Survey in June 1991..
 JD2268
 JD2268.The geoid height was determined by GEOID03.
 JD2268
 JD2268.The dynamic height is computed by dividing the NAVD 88
 JD2268.geopotential number by the normal gravity value computed on the
 JD2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2268.degrees latitude (g = 980.6199 gals.).
 JD2268
 JD2268.The modeled gravity was interpolated from observed gravity values.
 JD2268
 JD2268;                    North         East    Units  Estimated Accuracy
 JD2268;SPC MO W     -   266,070.      908,420.      MT  (+/- 180 meters Scaled)
 JD2268
 JD2268                          SUPERSEDED SURVEY CONTROL
 JD2268
 JD2268  NGVD 29 (??/??/92)  275.255  (m)          903.07   (f) ADJ UNCH    2 0
 JD2268
 JD2268.Superseded values are not recommended for survey control.
 JD2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2268.See file dsdata.txt to determine how the superseded data were derived.
 JD2268
 JD2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC277685(NAD 83)
 JD2268_MARKER: DB = BENCH MARK DISK
 JD2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2268_STAMPING: B 305 1963
 JD2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2268+STABILITY: SURFACE MOTION
 JD2268
 JD2268  HISTORY     - Date     Condition        Report By
 JD2268  HISTORY     - 1963     MONUMENTED       CGS
 JD2268
 JD2268                          STATION DESCRIPTION
 JD2268
 JD2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2268'4.6 MI SW FROM POST OAK.
 JD2268'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 JD2268'OAK GENERAL STORE AT POST OAK, THENCE 3.8 MILES WEST ALONG THE
 JD2268'HENRY-JOHNSON COUNTY LINE ROAD WHICH IS GRAVELED, IN S 31,
 JD2268'R 27 N, T 44 N, 32 FEET SOUTHEAST OF THE CENTER OF THE T-JUNCTION
 JD2268'OF A ROAD LEADING SOUTH, 27 FEET SOUTH OF THE CENTERLINE OF
 JD2268'THE EAST-WEST ROAD, 18 FEET EAST OF THE CENTERLINE OF THE ROAD
 JD2268'LEADING SOUTH, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 JD2268'2 FEET ABOVE THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE
 JD2268'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2143 ***********************************************************************
 JD2143  DESIGNATION -  B 306
 JD2143  PID         -  JD2143
 JD2143  STATE/COUNTY-  MO/HENRY
 JD2143  USGS QUAD   -  CHILHOWEE (1955)
 JD2143
 JD2143                         *CURRENT SURVEY CONTROL
 JD2143  ___________________________________________________________________
 JD2143* NAD 83(1986)-  38 31 31.     (N)    093 45 41.     (W)     SCALED    
 JD2143* NAVD 88     -       282.874  (meters)     928.06   (feet)  ADJUSTED  
 JD2143  ___________________________________________________________________
 JD2143  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JD2143  DYNAMIC HT  -         282.680 (meters)     927.43  (feet)  COMP
 JD2143  MODELED GRAV-     979,933.7   (mgal)                       NAVD 88
 JD2143
 JD2143  VERT ORDER  -  SECOND    CLASS 0
 JD2143
 JD2143.The horizontal coordinates were scaled from a topographic map and have
 JD2143.an estimated accuracy of +/- 6 seconds.
 JD2143
 JD2143.The orthometric height was determined by differential leveling
 JD2143.and adjusted by the National Geodetic Survey in June 1991..
 JD2143
 JD2143.The geoid height was determined by GEOID03.
 JD2143
 JD2143.The dynamic height is computed by dividing the NAVD 88
 JD2143.geopotential number by the normal gravity value computed on the
 JD2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2143.degrees latitude (g = 980.6199 gals.).
 JD2143
 JD2143.The modeled gravity was interpolated from observed gravity values.
 JD2143
 JD2143;                    North         East    Units  Estimated Accuracy
 JD2143;SPC MO W     -   262,010.      914,410.      MT  (+/- 180 meters Scaled)
 JD2143
 JD2143                          SUPERSEDED SURVEY CONTROL
 JD2143
 JD2143  NGVD 29 (??/??/92)  282.761  (m)          927.69   (f) ADJ UNCH    2 0
 JD2143
 JD2143.Superseded values are not recommended for survey control.
 JD2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2143.See file dsdata.txt to determine how the superseded data were derived.
 JD2143
 JD2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC336643(NAD 83)
 JD2143_MARKER: DB = BENCH MARK DISK
 JD2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2143_STAMPING: B 306 1963
 JD2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2143+STABILITY: SURFACE MOTION
 JD2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2143+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 JD2143
 JD2143  HISTORY     - Date     Condition        Report By
 JD2143  HISTORY     - 1963     MONUMENTED       CGS
 JD2143  HISTORY     - 20031105 GOOD             MODNR
 JD2143
 JD2143                          STATION DESCRIPTION
 JD2143
 JD2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2143'0.5 MI S FROM SHAWNEE MOUND.
 JD2143'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE ELEMENTARY
 JD2143'SCHOOL AT SHAWNEE MOUND, IN S 11, R 26 W, T 43 N, 76 FEET
 JD2143'NORTHEAST OF THE CENTER OF THE INTERSECTION OF GRAVELED STATE
 JD2143'ROAD CC, 55 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 55 FEET
 JD2143'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 26.5 FEET SOUTHEAST
 JD2143'OF A TELEPHONE POLE BRACED BY TWO GUY WIRES, 1.5 FEET WEST OF A
 JD2143'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 JD2143'OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD2143
 JD2143                          STATION RECOVERY (2003)
 JD2143
 JD2143'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 JD2143'THE BENCHMARK IS 55 FEET EAST OF THE CENTER OF HIGHWAY 13, 55
 JD2143'FEETNORTH OG THE CENTER OF ROUTE CC AND 1.5 FEET FROM A CARSONITE
 JD2143'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2177 ***********************************************************************
 JD2177  DESIGNATION -  B 307
 JD2177  PID         -  JD2177
 JD2177  STATE/COUNTY-  MO/JOHNSON
 JD2177  USGS QUAD   -  LEETON (1981)
 JD2177
 JD2177                         *CURRENT SURVEY CONTROL
 JD2177  ___________________________________________________________________
 JD2177* NAD 83(1986)-  38 35 19.     (N)    093 38 25.     (W)     SCALED    
 JD2177* NAVD 88     -       279.789  (meters)     917.94   (feet)  ADJUSTED  
 JD2177  ___________________________________________________________________
 JD2177  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD2177  DYNAMIC HT  -         279.595 (meters)     917.30  (feet)  COMP
 JD2177  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 JD2177
 JD2177  VERT ORDER  -  SECOND    CLASS 0
 JD2177
 JD2177.The horizontal coordinates were scaled from a topographic map and have
 JD2177.an estimated accuracy of +/- 6 seconds.
 JD2177
 JD2177.The orthometric height was determined by differential leveling
 JD2177.and adjusted by the National Geodetic Survey in June 1991..
 JD2177
 JD2177.The geoid height was determined by GEOID03.
 JD2177
 JD2177.The dynamic height is computed by dividing the NAVD 88
 JD2177.geopotential number by the normal gravity value computed on the
 JD2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2177.degrees latitude (g = 980.6199 gals.).
 JD2177
 JD2177.The modeled gravity was interpolated from observed gravity values.
 JD2177
 JD2177;                    North         East    Units  Estimated Accuracy
 JD2177;SPC MO W     -   269,130.      924,900.      MT  (+/- 180 meters Scaled)
 JD2177
 JD2177                          SUPERSEDED SURVEY CONTROL
 JD2177
 JD2177  NGVD 29 (??/??/92)  279.678  (m)          917.58   (f) ADJ UNCH    2 0
 JD2177
 JD2177.Superseded values are not recommended for survey control.
 JD2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2177.See file dsdata.txt to determine how the superseded data were derived.
 JD2177
 JD2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC442713(NAD 83)
 JD2177_MARKER: DB = BENCH MARK DISK
 JD2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2177_STAMPING: B 307 1963
 JD2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2177+STABILITY: SURFACE MOTION
 JD2177
 JD2177  HISTORY     - Date     Condition        Report By
 JD2177  HISTORY     - 1963     MONUMENTED       CGS
 JD2177
 JD2177                          STATION DESCRIPTION
 JD2177
 JD2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2177'3.1 MI E FROM LEETON.
 JD2177'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2177'AT LEETON, THENCE 3.0 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2177'IN S 14, R 25 W, T 44 N, AT THE SOUTHEAST CORNER OF A FARMYARD,
 JD2177'30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 124 FEET EAST OF THE
 JD2177'CENTERLINE OF A PRIVATE DRIVEWAY, 74 FEET SOUTHEAST OF THE
 JD2177'SOUTHEAST CORNER OF A FARMHOUSE, 8.5 FEET SOUTHEAST OF A FENCE
 JD2177'CORNER, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JD2177'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JD2177'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1119 ***********************************************************************
 JD1119  DESIGNATION -  B 308
 JD1119  PID         -  JD1119
 JD1119  STATE/COUNTY-  MO/PETTIS
 JD1119  USGS QUAD   -  SEDALIA WEST (1973)
 JD1119
 JD1119                         *CURRENT SURVEY CONTROL
 JD1119  ___________________________________________________________________
 JD1119* NAD 83(1986)-  38 44 04.     (N)    093 20 28.     (W)     SCALED    
 JD1119* NAVD 88     -       239.191  (meters)     784.75   (feet)  ADJUSTED  
 JD1119  ___________________________________________________________________
 JD1119  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1119  DYNAMIC HT  -         239.030 (meters)     784.22  (feet)  COMP
 JD1119  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 JD1119
 JD1119  VERT ORDER  -  SECOND    CLASS 0
 JD1119
 JD1119.The horizontal coordinates were scaled from a topographic map and have
 JD1119.an estimated accuracy of +/- 6 seconds.
 JD1119
 JD1119.The orthometric height was determined by differential leveling
 JD1119.and adjusted by the National Geodetic Survey in June 1991..
 JD1119
 JD1119.The geoid height was determined by GEOID03.
 JD1119
 JD1119.The dynamic height is computed by dividing the NAVD 88
 JD1119.geopotential number by the normal gravity value computed on the
 JD1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1119.degrees latitude (g = 980.6199 gals.).
 JD1119
 JD1119.The modeled gravity was interpolated from observed gravity values.
 JD1119
 JD1119;                    North         East    Units  Estimated Accuracy
 JD1119;SPC MO C     -   322,290.      426,870.      MT  (+/- 180 meters Scaled)
 JD1119
 JD1119                          SUPERSEDED SURVEY CONTROL
 JD1119
 JD1119  NGVD 29 (??/??/92)  239.100  (m)          784.45   (f) ADJ UNCH    2 0
 JD1119
 JD1119.Superseded values are not recommended for survey control.
 JD1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1119.See file dsdata.txt to determine how the superseded data were derived.
 JD1119
 JD1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC703873(NAD 83)
 JD1119_MARKER: DB = BENCH MARK DISK
 JD1119_SETTING: 66 = SET IN ROCK OUTCROP
 JD1119_SP_SET: ROCK LEDGE
 JD1119_STAMPING: B 308 1963
 JD1119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1119+STABILITY: POSITION/ELEVATION WELL
 JD1119
 JD1119  HISTORY     - Date     Condition        Report By
 JD1119  HISTORY     - 1963     MONUMENTED       CGS
 JD1119
 JD1119                          STATION DESCRIPTION
 JD1119
 JD1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1119'1.3 MI SW FROM DRESDEN.
 JD1119'ABOUT 1.3 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE BAPTIST
 JD1119'CHURCH AT DRESDEN, IN S 28, R 22 W, T 46 N, ON THE OUTSIDE OF
 JD1119'A SHARP CURVE IN THE ROAD, SET IN THE TOP OF A ROCK LEDGE AT THE
 JD1119'WEST END OF AN ABANDONED ROCK QUARRY, 60 FEET SOUTH OF THE
 JD1119'CENTERLINE OF THE ROAD, ABOUT 40 FEET EAST OF THE NORTHWEST CORNER
 JD1119'OF THE OLD QUARRY, 9 FEET NORTH OF THE TOP OF THE NORTH VERTICAL
 JD1119'WALL OF THE OLD QUARRY, AND ABOUT 6 FEET BELOW THE LEVEL OF
 JD1119'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2234 ***********************************************************************
 JD2234  DESIGNATION -  B 309
 JD2234  PID         -  JD2234
 JD2234  STATE/COUNTY-  MO/JOHNSON
 JD2234  USGS QUAD   -  BURTVILLE (1955)
 JD2234
 JD2234                         *CURRENT SURVEY CONTROL
 JD2234  ___________________________________________________________________
 JD2234* NAD 83(1986)-  38 37 39.     (N)    093 32 29.     (W)     SCALED    
 JD2234* NAVD 88     -       261.646  (meters)     858.42   (feet)  ADJUSTED  
 JD2234  ___________________________________________________________________
 JD2234  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD2234  DYNAMIC HT  -         261.464 (meters)     857.82  (feet)  COMP
 JD2234  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 JD2234
 JD2234  VERT ORDER  -  SECOND    CLASS 0
 JD2234
 JD2234.The horizontal coordinates were scaled from a topographic map and have
 JD2234.an estimated accuracy of +/- 6 seconds.
 JD2234
 JD2234.The orthometric height was determined by differential leveling
 JD2234.and adjusted by the National Geodetic Survey in June 1991..
 JD2234
 JD2234.The geoid height was determined by GEOID03.
 JD2234
 JD2234.The dynamic height is computed by dividing the NAVD 88
 JD2234.geopotential number by the normal gravity value computed on the
 JD2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2234.degrees latitude (g = 980.6199 gals.).
 JD2234
 JD2234.The modeled gravity was interpolated from observed gravity values.
 JD2234
 JD2234;                    North         East    Units  Estimated Accuracy
 JD2234;SPC MO W     -   273,540.      933,470.      MT  (+/- 180 meters Scaled)
 JD2234
 JD2234                          SUPERSEDED SURVEY CONTROL
 JD2234
 JD2234  NGVD 29 (??/??/92)  261.542  (m)          858.08   (f) ADJ UNCH    2 0
 JD2234
 JD2234.Superseded values are not recommended for survey control.
 JD2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2234.See file dsdata.txt to determine how the superseded data were derived.
 JD2234
 JD2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC528755(NAD 83)
 JD2234_MARKER: DB = BENCH MARK DISK
 JD2234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2234_SP_SET: CULVERT
 JD2234_STAMPING: B 309 1963
 JD2234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2234
 JD2234  HISTORY     - Date     Condition        Report By
 JD2234  HISTORY     - 1963     MONUMENTED       CGS
 JD2234
 JD2234                          STATION DESCRIPTION
 JD2234
 JD2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2234'6.9 MI N FROM WINDSOR.
 JD2234'ABOUT 6.9 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTIN
 JD2234'OF STATE HIGHWAY 2 AT WINDSOR, IN S 2, R 24 W, T 44 N, ABOUT
 JD2234'0.9 MILE SOUTHEAST OF A 105-FOOT CONCRETE BRIDGE OVER MUDDY
 JD2234'CREEK, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 JD2234'HEADWALL OF A 20-FOOT CONCRETE CULVERT WITH ONE DIVIDING PIER,
 JD2234'14 FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.6 FOOT EAST
 JD2234'OF THE WEST END OF THE HEADWALL, AND ABOUT LEVEL WITH THE
 JD2234'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0400 ***********************************************************************
 HD0400  DESIGNATION -  B 31
 HD0400  PID         -  HD0400
 HD0400  STATE/COUNTY-  MO/LACLEDE
 HD0400  USGS QUAD   -  LEBANON (1978)
 HD0400
 HD0400                         *CURRENT SURVEY CONTROL
 HD0400  ___________________________________________________________________
 HD0400* NAD 83(1986)-  37 43 53.     (N)    092 37 53.     (W)     SCALED    
 HD0400* NAVD 88     -       345.346  (meters)    1133.02   (feet)  ADJUSTED  
 HD0400  ___________________________________________________________________
 HD0400  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HD0400  DYNAMIC HT  -         345.079 (meters)    1132.15  (feet)  COMP
 HD0400  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 HD0400
 HD0400  VERT ORDER  -  SECOND    CLASS 0
 HD0400
 HD0400.The horizontal coordinates were scaled from a topographic map and have
 HD0400.an estimated accuracy of +/- 6 seconds.
 HD0400
 HD0400.The orthometric height was determined by differential leveling
 HD0400.and adjusted by the National Geodetic Survey in June 1991..
 HD0400
 HD0400.The geoid height was determined by GEOID03.
 HD0400
 HD0400.The dynamic height is computed by dividing the NAVD 88
 HD0400.geopotential number by the normal gravity value computed on the
 HD0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0400.degrees latitude (g = 980.6199 gals.).
 HD0400
 HD0400.The modeled gravity was interpolated from observed gravity values.
 HD0400
 HD0400;                    North         East    Units  Estimated Accuracy
 HD0400;SPC MO C     -   210,630.      488,420.      MT  (+/- 180 meters Scaled)
 HD0400
 HD0400                          SUPERSEDED SURVEY CONTROL
 HD0400
 HD0400  NGVD 29 (??/??/92)  345.232  (m)         1132.65   (f) ADJ UNCH    2 0
 HD0400
 HD0400.Superseded values are not recommended for survey control.
 HD0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0400.See file dsdata.txt to determine how the superseded data were derived.
 HD0400
 HD0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB324760(NAD 83)
 HD0400_MARKER: DB = BENCH MARK DISK
 HD0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0400_STAMPING: B 31 1934
 HD0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0400+STABILITY: SURFACE MOTION
 HD0400
 HD0400  HISTORY     - Date     Condition        Report By
 HD0400  HISTORY     - 1934     MONUMENTED       CGS
 HD0400  HISTORY     - 1938     GOOD             NGS
 HD0400  HISTORY     - 1975     MARK NOT FOUND   USGS
 HD0400  HISTORY     - 1975     MARK NOT FOUND   USGS
 HD0400
 HD0400                          STATION DESCRIPTION
 HD0400
 HD0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0400'5.8 MI NE FROM LEBANON.
 HD0400'5.8 MILES NORTHEAST ALONG THE NORTHWESTERN BRANCH OF THE ST.
 HD0400'LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT LEBANON, 30 POLES
 HD0400'SOUTHWEST OF MILEPOST 177, 37 FEET NORTH OF A SEMAPHORE, 83 FEET
 HD0400'NORTHEAST OF A ROAD CROSSING, AND 27 FEET NORTH OF THE
 HD0400'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 31 1934 AND
 HD0400'SET IN THE TOP OF A CONCRETE POST.
 HD0400
 HD0400                          STATION RECOVERY (1975)
 HD0400
 HD0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HD0400'MARK NOT FOUND.
 HD0400
 HD0400                          STATION RECOVERY (1975)
 HD0400
 HD0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HD0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2165 ***********************************************************************
 JD2165  DESIGNATION -  B 310
 JD2165  PID         -  JD2165
 JD2165  STATE/COUNTY-  MO/JOHNSON
 JD2165  USGS QUAD   -  BURTVILLE (1955)
 JD2165
 JD2165                         *CURRENT SURVEY CONTROL
 JD2165  ___________________________________________________________________
 JD2165* NAD 83(1986)-  38 40 48.     (N)    093 35 42.     (W)     SCALED    
 JD2165* NAVD 88     -       265.980  (meters)     872.64   (feet)  ADJUSTED  
 JD2165  ___________________________________________________________________
 JD2165  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2165  DYNAMIC HT  -         265.797 (meters)     872.04  (feet)  COMP
 JD2165  MODELED GRAV-     979,933.3   (mgal)                       NAVD 88
 JD2165
 JD2165  VERT ORDER  -  SECOND    CLASS 0
 JD2165
 JD2165.The horizontal coordinates were scaled from a topographic map and have
 JD2165.an estimated accuracy of +/- 6 seconds.
 JD2165
 JD2165.The orthometric height was determined by differential leveling
 JD2165.and adjusted by the National Geodetic Survey in June 1991..
 JD2165
 JD2165.The geoid height was determined by GEOID03.
 JD2165
 JD2165.The dynamic height is computed by dividing the NAVD 88
 JD2165.geopotential number by the normal gravity value computed on the
 JD2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2165.degrees latitude (g = 980.6199 gals.).
 JD2165
 JD2165.The modeled gravity was interpolated from observed gravity values.
 JD2165
 JD2165;                    North         East    Units  Estimated Accuracy
 JD2165;SPC MO W     -   279,320.      928,750.      MT  (+/- 180 meters Scaled)
 JD2165
 JD2165                          SUPERSEDED SURVEY CONTROL
 JD2165
 JD2165  NGVD 29 (??/??/92)  265.879  (m)          872.30   (f) ADJ UNCH    2 0
 JD2165
 JD2165.Superseded values are not recommended for survey control.
 JD2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2165.See file dsdata.txt to determine how the superseded data were derived.
 JD2165
 JD2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC482814(NAD 83)
 JD2165_MARKER: DB = BENCH MARK DISK
 JD2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2165_STAMPING: B 310 1963
 JD2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2165+STABILITY: SURFACE MOTION
 JD2165
 JD2165  HISTORY     - Date     Condition        Report By
 JD2165  HISTORY     - 1963     MONUMENTED       CGS
 JD2165
 JD2165                          STATION DESCRIPTION
 JD2165
 JD2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2165'10.5 MI SW FROM KNOB NOSTER.
 JD2165'ABOUT 8.6 MILES SOUTH ALONG STATE ROAD D FROM THE POST OFFICE
 JD2165'AT KNOB NOSTER, THENCE 1.9 MILES WEST ALONG STATE ROAD Y, IN
 JD2165'S 20, R 24 W, T 45 N, ABOUT 0.8 MILE WEST OF THE PLEASANT
 JD2165'GROVE NEW CHURCH, ON THE OUTSIDE OF A CURVE IN THE ROAD, 43 FEET
 JD2165'SOUTH OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING
 JD2165'NORTHEAST TO A FARMHOUSE, 40 FEET SOUTHWEST OF THE CENTERLINE
 JD2165'OF THE ROAD, 25.5 FEET NORTH OF A POWER LINE BRACE POLE, 2.0
 JD2165'FEET NORTHEAST OF A FENCE, 1.6 FEET SOUTHEAST OF A METAL WITNESS
 JD2165'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD2165'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0193 ***********************************************************************
 JC0193  DESIGNATION -  B 311
 JC0193  PID         -  JC0193
 JC0193  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0193  USGS QUAD   -  GRANITE CITY (1998)
 JC0193
 JC0193                         *CURRENT SURVEY CONTROL
 JC0193  ___________________________________________________________________
 JC0193* NAD 83(1986)-  38 37 34.     (N)    090 12 01.     (W)     SCALED    
 JC0193* NAVD 88     -       141.929  (meters)     465.65   (feet)  ADJUSTED  
 JC0193  ___________________________________________________________________
 JC0193  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JC0193  DYNAMIC HT  -         141.839 (meters)     465.35  (feet)  COMP
 JC0193  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JC0193
 JC0193  VERT ORDER  -  FIRST     CLASS I
 JC0193
 JC0193.The horizontal coordinates were scaled from a topographic map and have
 JC0193.an estimated accuracy of +/- 6 seconds.
 JC0193
 JC0193.The orthometric height was determined by differential leveling
 JC0193.and adjusted by the National Geodetic Survey in June 1991..
 JC0193
 JC0193.The geoid height was determined by GEOID03.
 JC0193
 JC0193.The dynamic height is computed by dividing the NAVD 88
 JC0193.geopotential number by the normal gravity value computed on the
 JC0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0193.degrees latitude (g = 980.6199 gals.).
 JC0193
 JC0193.The modeled gravity was interpolated from observed gravity values.
 JC0193
 JC0193;                    North         East    Units  Estimated Accuracy
 JC0193;SPC MO E     -   309,970.      276,100.      MT  (+/- 180 meters Scaled)
 JC0193
 JC0193                          SUPERSEDED SURVEY CONTROL
 JC0193
 JC0193  NGVD 29 (??/??/??)  141.897  (m)          465.54   (f) ADJUSTED    1 1
 JC0193
 JC0193.Superseded values are not recommended for survey control.
 JC0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0193.See file dsdata.txt to determine how the superseded data were derived.
 JC0193
 JC0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC437790(NAD 83)
 JC0193_MARKER: DB = BENCH MARK DISK
 JC0193_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JC0193_SP_SET: 48 FEET
 JC0193_STAMPING: B 311 1969
 JC0193_PROJECTION: PROJECTING 6 CENTIMETERS
 JC0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0193_ROD/PIPE-DEPTH: 14.6 meters
 JC0193
 JC0193  HISTORY     - Date     Condition        Report By
 JC0193  HISTORY     - 1969     MONUMENTED       CGS
 JC0193  HISTORY     - 1981     GOOD             NGS
 JC0193  HISTORY     - 19910323 GOOD             USPSQD
 JC0193
 JC0193                          STATION DESCRIPTION
 JC0193
 JC0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0193'AT ST LOUIS.
 JC0193'AT ST. LOUIS, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 JC0193'MARKET STREET AND 12 TH BLVD, IN THE SHRUBBERY AT THE SOUTHWEST
 JC0193'CORNER OF THE CITY HALL, 47 FEET NORTH OF THE NORTH CURB OF THE
 JC0193'SOUTH PARKING LOT, 34.5 FEET EAST OF THE EAST CURB OF THE WEST
 JC0193'PARKING LOT, 21 FEET NORTHEAST OF A CIRCULAR CURB OF A SIDEWALK,
 JC0193'3 1/2 FEET NORTHEAST OF A SMALL CRAB APPLE TREE, 5.8 FEET WEST
 JC0193'OF THE SOUTHWEST OF THE CITY HALL, IN LINE WITH THE SOUTH END
 JC0193'OF THE BUILDING AND 1 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK
 JC0193'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH
 JC0193'WITH THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH
 JC0193'PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 JC0193'DRIVEN TO REFUSAL AT A DEPTH OF 48 FEET.
 JC0193
 JC0193                          STATION RECOVERY (1981)
 JC0193
 JC0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JC0193'IN ST LOUIS, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF MARKET
 JC0193'STREET AND THACKER STREET (USED TO BE 12 TH BLVD.) AT THE SOUTHWEST
 JC0193'CORNER OF CITY HALL, 14.33 METERS (47.0 FEET) NORTH OF THE NORTH CURB
 JC0193'OF THE SOUTH PARKING LOT, 10.51 METERS (34.5 FEET) EAST OF THE EAST
 JC0193'CURB OF THE WEST PARKING LOT, 6.4 METER (21.0 FEET) NORTHEAST OF A
 JC0193'CIRCULAR CURB OF A SIDEWALK, AND 1.78 METERS (5.8 FEET) WEST OF THE
 JC0193'SOUTHWEST CORNER OF CITY HALL.
 JC0193
 JC0193                          STATION RECOVERY (1991)
 JC0193
 JC0193'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNC)
 JC0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0350 ***********************************************************************
 JC0350  DESIGNATION -  B 312
 JC0350  PID         -  JC0350
 JC0350  STATE/COUNTY-  MO/ST LOUIS
 JC0350  USGS QUAD   -  PACIFIC (1974)
 JC0350
 JC0350                         *CURRENT SURVEY CONTROL
 JC0350  ___________________________________________________________________
 JC0350* NAD 83(1986)-  38 29 55.     (N)    090 41 20.     (W)     SCALED    
 JC0350* NAVD 88     -       152.826  (meters)     501.40   (feet)  ADJUSTED  
 JC0350  ___________________________________________________________________
 JC0350  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JC0350  DYNAMIC HT  -         152.727 (meters)     501.07  (feet)  COMP
 JC0350  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 JC0350
 JC0350  VERT ORDER  -  FIRST     CLASS I
 JC0350
 JC0350.The horizontal coordinates were scaled from a topographic map and have
 JC0350.an estimated accuracy of +/- 6 seconds.
 JC0350
 JC0350.The orthometric height was determined by differential leveling
 JC0350.and adjusted by the National Geodetic Survey in June 1991..
 JC0350
 JC0350.The geoid height was determined by GEOID03.
 JC0350
 JC0350.The dynamic height is computed by dividing the NAVD 88
 JC0350.geopotential number by the normal gravity value computed on the
 JC0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0350.degrees latitude (g = 980.6199 gals.).
 JC0350
 JC0350.The modeled gravity was interpolated from observed gravity values.
 JC0350
 JC0350;                    North         East    Units  Estimated Accuracy
 JC0350;SPC MO E     -   295,790.      233,520.      MT  (+/- 180 meters Scaled)
 JC0350
 JC0350                          SUPERSEDED SURVEY CONTROL
 JC0350
 JC0350  NGVD 29 (??/??/92)  152.906  (m)          501.66   (f) ADJ UNCH    1 1
 JC0350
 JC0350.Superseded values are not recommended for survey control.
 JC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0350.See file dsdata.txt to determine how the superseded data were derived.
 JC0350
 JC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC015636(NAD 83)
 JC0350_MARKER: DB = BENCH MARK DISK
 JC0350_SETTING: 66 = SET IN ROCK OUTCROP
 JC0350_SP_SET: ROCK LEDGE
 JC0350_STAMPING: B 312 1969
 JC0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0350+STABILITY: POSITION/ELEVATION WELL
 JC0350
 JC0350  HISTORY     - Date     Condition        Report By
 JC0350  HISTORY     - 1969     MONUMENTED       CGS
 JC0350  HISTORY     - 19910427 GOOD             USPSQD
 JC0350  HISTORY     - 19940511 GOOD             USPSQD
 JC0350  HISTORY     - 19950804 GOOD             USPSQD
 JC0350  HISTORY     - 19990211 GOOD             USPSQD
 JC0350
 JC0350                          STATION DESCRIPTION
 JC0350
 JC0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0350'3.4 MI E FROM PACIFIC.
 JC0350'ABOUT 3.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0350'THE STATION AT PACIFIC, ABOUT 75 YARDS NORTHWEST OF THE TRACK,
 JC0350'NEAR MILEPOLE 31-20, SET IN THE TOP OF A ROCK LEDGE WHICH IS
 JC0350'45 FEET LONG, 15 FEET WIDE AND 3 FEET HIGH AND IS NEAR THE
 JC0350'WEST END OF A CUT, ALONG THE NORTHWEST SIDE OF OLD U.S. HIGHWAY
 JC0350'66, 45 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 23.7
 JC0350'FEET SOUTHWEST OF THE NORTHEAST END OF THE LEDGE, 1.2 FEET
 JC0350'SOUTHEAST OF THE SOUTHEAST FACE OF THE CUT, 1.7 FEET NORTHEAST
 JC0350'OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY
 JC0350'AND ABOUT 20 FEET ABOVE THE LEVEL OF THE TRACK.  SECTION 4,
 JC0350'T34N, R3E.
 JC0350
 JC0350                          STATION RECOVERY (1991)
 JC0350
 JC0350'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0350'RECOVERED IN GOOD CONDITION.
 JC0350
 JC0350                          STATION RECOVERY (1994)
 JC0350
 JC0350'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0350'RECOVERED IN GOOD CONDITION.
 JC0350
 JC0350                          STATION RECOVERY (1995)
 JC0350
 JC0350'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0350'RECOVERED IN GOOD CONDITION.
 JC0350
 JC0350                          STATION RECOVERY (1999)
 JC0350
 JC0350'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0072 ***********************************************************************
 HD0072  DESIGNATION -  B 32
 HD0072  PID         -  HD0072
 HD0072  STATE/COUNTY-  MO/PULASKI
 HD0072  USGS QUAD   -  DIXON (1982)
 HD0072
 HD0072                         *CURRENT SURVEY CONTROL
 HD0072  ___________________________________________________________________
 HD0072* NAD 83(1986)-  37 59 17.     (N)    092 04 20.     (W)     SCALED    
 HD0072* NAVD 88     -       340.604  (meters)    1117.46   (feet)  ADJUSTED  
 HD0072  ___________________________________________________________________
 HD0072  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HD0072  DYNAMIC HT  -         340.353 (meters)    1116.64  (feet)  COMP
 HD0072  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 HD0072
 HD0072  VERT ORDER  -  SECOND    CLASS 0
 HD0072
 HD0072.The horizontal coordinates were scaled from a topographic map and have
 HD0072.an estimated accuracy of +/- 6 seconds.
 HD0072
 HD0072.The orthometric height was determined by differential leveling
 HD0072.and adjusted by the National Geodetic Survey in June 1991..
 HD0072.WARNING-Repeat measurements at this control monument indicate possible
 HD0072.vertical movement.
 HD0072
 HD0072.The geoid height was determined by GEOID03.
 HD0072
 HD0072.The dynamic height is computed by dividing the NAVD 88
 HD0072.geopotential number by the normal gravity value computed on the
 HD0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0072.degrees latitude (g = 980.6199 gals.).
 HD0072
 HD0072.The modeled gravity was interpolated from observed gravity values.
 HD0072
 HD0072;                    North         East    Units  Estimated Accuracy
 HD0072;SPC MO C     -   239,190.      537,580.      MT  (+/- 180 meters Scaled)
 HD0072
 HD0072                          SUPERSEDED SURVEY CONTROL
 HD0072
 HD0072  NGVD 29 (??/??/92)  340.526  (m)         1117.21   (f) ADJ UNCH    2 0
 HD0072
 HD0072.Superseded values are not recommended for survey control.
 HD0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0072.See file dsdata.txt to determine how the superseded data were derived.
 HD0072
 HD0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC814048(NAD 83)
 HD0072_MARKER: DB = BENCH MARK DISK
 HD0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0072+STABILITY: SURFACE MOTION
 HD0072
 HD0072  HISTORY     - Date     Condition        Report By
 HD0072  HISTORY     - UNK      MONUMENTED       CGS
 HD0072  HISTORY     - 1934     GOOD             NGS
 HD0072  HISTORY     - 1946     MARK NOT FOUND   NGS
 HD0072  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HD0072  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HD0072
 HD0072                          STATION DESCRIPTION
 HD0072
 HD0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0072'2.4 MI NE FROM DIXON.
 HD0072'2.45 MILES NORTHEAST BY RAIL, LOCATED ALONG THE R/W OF THE FRISCO
 HD0072'R.R., 6 YARDS EAST OF THE CENTER LINE OF TRACK, OPPOSITE POLE
 HD0072'132-51/2
 HD0072
 HD0072                          STATION RECOVERY (1946)
 HD0072
 HD0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 HD0072'MARK NOT FOUND.
 HD0072
 HD0072                          STATION RECOVERY (1975)
 HD0072
 HD0072'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HD0072'MARK NOT FOUND.
 HD0072
 HD0072                          STATION RECOVERY (1975)
 HD0072
 HD0072'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HD0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1183 ***********************************************************************
 JC1183  DESIGNATION -  B 323
 JC1183  PID         -  JC1183
 JC1183  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1183  USGS QUAD   -  COLUMBIA BOTTOM (1998)
 JC1183
 JC1183                         *CURRENT SURVEY CONTROL
 JC1183  ___________________________________________________________________
 JC1183* NAD 83(1986)-  38 45 04.     (N)    090 11 30.     (W)     SCALED    
 JC1183* NAVD 88     -       132.956  (meters)     436.21   (feet)  ADJUSTED  
 JC1183  ___________________________________________________________________
 JC1183  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JC1183  DYNAMIC HT  -         132.872 (meters)     435.93  (feet)  COMP
 JC1183  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JC1183
 JC1183  VERT ORDER  -  FIRST     CLASS II
 JC1183
 JC1183.The horizontal coordinates were scaled from a topographic map and have
 JC1183.an estimated accuracy of +/- 6 seconds.
 JC1183
 JC1183.The orthometric height was determined by differential leveling
 JC1183.and adjusted by the National Geodetic Survey in June 1991..
 JC1183
 JC1183.The geoid height was determined by GEOID03.
 JC1183
 JC1183.The dynamic height is computed by dividing the NAVD 88
 JC1183.geopotential number by the normal gravity value computed on the
 JC1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1183.degrees latitude (g = 980.6199 gals.).
 JC1183
 JC1183.The modeled gravity was interpolated from observed gravity values.
 JC1183
 JC1183;                    North         East    Units  Estimated Accuracy
 JC1183;SPC MO E     -   323,850.      276,800.      MT  (+/- 180 meters Scaled)
 JC1183
 JC1183                          SUPERSEDED SURVEY CONTROL
 JC1183
 JC1183  NGVD 29 (??/??/??)  132.922  (m)          436.09   (f) ADJUSTED    1 2
 JC1183
 JC1183.Superseded values are not recommended for survey control.
 JC1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1183.See file dsdata.txt to determine how the superseded data were derived.
 JC1183
 JC1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC440929(NAD 83)
 JC1183_MARKER: I = METAL ROD
 JC1183_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1183_SP_SET: STAINLESS STEEL ROD
 JC1183_STAMPING: B 323 1981
 JC1183_MARK LOGO: NGS   
 JC1183_PROJECTION: FLUSH
 JC1183_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC1183+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1990
 JC1183_ROD/PIPE-DEPTH: 9.8  meters
 JC1183
 JC1183  HISTORY     - Date     Condition        Report By
 JC1183  HISTORY     - 1981     MONUMENTED       NGS
 JC1183  HISTORY     - 19900227 GOOD             MODNR
 JC1183  HISTORY     - 19910326 MARK NOT FOUND   USPSQD
 JC1183
 JC1183                          STATION DESCRIPTION
 JC1183
 JC1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1183'IN ST LOUIS.
 JC1183'IN ST LOUIS, AT THE SOUTHWEST GATE TO THE MAIN WATER FILTRATION PLANT
 JC1183'ALONG RIVERVIEW DRIVE, 35.36 METERS (116.0 FEET) SOUTHEAST OF THE
 JC1183'CENTER LINE OF RIVERVIEW DRIVE, 9.30 METERS (30.5 FEET) SOUTH OF THE
 JC1183'CENTER OF THE ENTRANCE GATE, AND 1.19 METERS (3.9 FEET) SOUTH OF THE
 JC1183'SOUTHWEST CORNER OF A 7-FOOT CHAIN LINK FENCE AROUND THE PROPERTY.
 JC1183'THE MARK IS ABOVE LEVEL WITH RIVERVIEW DRIVE.
 JC1183
 JC1183                          STATION RECOVERY (1990)
 JC1183
 JC1183'RECOVERY NOTE BY MO DEPT OF NAT RES 1990
 JC1183'RECOVERED AS DESCRIBED.
 JC1183
 JC1183                          STATION RECOVERY (1991)
 JC1183
 JC1183'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNC)
 JC1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1293 ***********************************************************************
 HB1293  DESIGNATION -  B 325
 HB1293  PID         -  HB1293
 HB1293  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1293  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1293
 HB1293                         *CURRENT SURVEY CONTROL
 HB1293  ___________________________________________________________________
 HB1293* NAD 83(1986)-  37 17 50.     (N)    089 31 08.     (W)     SCALED    
 HB1293* NAVD 88     -        97.736  (meters)     320.66   (feet)  ADJUSTED  
 HB1293  ___________________________________________________________________
 HB1293  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB1293  DYNAMIC HT  -          97.666 (meters)     320.43  (feet)  COMP
 HB1293  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 HB1293
 HB1293  VERT ORDER  -  FIRST     CLASS II
 HB1293
 HB1293.The horizontal coordinates were scaled from a topographic map and have
 HB1293.an estimated accuracy of +/- 6 seconds.
 HB1293
 HB1293.The orthometric height was determined by differential leveling
 HB1293.and adjusted by the National Geodetic Survey in June 1991..
 HB1293
 HB1293.The geoid height was determined by GEOID03.
 HB1293
 HB1293.The dynamic height is computed by dividing the NAVD 88
 HB1293.geopotential number by the normal gravity value computed on the
 HB1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1293.degrees latitude (g = 980.6199 gals.).
 HB1293
 HB1293.The modeled gravity was interpolated from observed gravity values.
 HB1293
 HB1293;                    North         East    Units  Estimated Accuracy
 HB1293;SPC MO E     -   162,890.      336,990.      MT  (+/- 180 meters Scaled)
 HB1293
 HB1293                          SUPERSEDED SURVEY CONTROL
 HB1293
 HB1293  NGVD 29 (??/??/??)   97.632  (m)          320.31   (f) ADJUSTED    1 2
 HB1293
 HB1293.Superseded values are not recommended for survey control.
 HB1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1293.See file dsdata.txt to determine how the superseded data were derived.
 HB1293
 HB1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG767308(NAD 83)
 HB1293_MARKER: DB = BENCH MARK DISK
 HB1293_SETTING: 66 = SET IN ROCK OUTCROP
 HB1293_SP_SET: ROCK OUTCROP
 HB1293_STAMPING: B 325 1981
 HB1293_MARK LOGO: NGS   
 HB1293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1293+STABILITY: POSITION/ELEVATION WELL
 HB1293
 HB1293  HISTORY     - Date     Condition        Report By
 HB1293  HISTORY     - 1981     MONUMENTED       NGS
 HB1293  HISTORY     - 20020822 MARK NOT FOUND   USACE
 HB1293
 HB1293                          STATION DESCRIPTION
 HB1293
 HB1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1293'IN CAPE GIRARDEAU.
 HB1293'IN CAPE GIRARDEAU, AT THE STATE HIGHWAY 146 BRIDGE OVER THE SAN
 HB1293'FRANCISCO RAILROAD AND THE MISSISSIPPI, DIRECTLY UNDER THE SOUTH SIDE
 HB1293'OT THE BRIDGE IN TOP OF THE WEST BANK OF THE MISSISSIPPI RIVER, IN
 HB1293'ROCK OUTCROP.  NOTE-AT TIME OF HIGH WATER THE MARK WILL NOT BE
 HB1293'ACCESSIBLE, 20.11 METERS (66.0 FEET) EAST AND DOWN THE WEST ROCK BANK
 HB1293'OF THE RIVER FROM NORTH INSIDE CORNER OF THE SOUTH CIRCULAR CONCRETE
 HB1293'PIER OF THE FIRST PIER STRUCTURE OF THE BRIDGE, 10.97 METERS (36.0
 HB1293'FEET) NORTHEAST OF A 4-INCH METAL EYE-BOLT INBEDDED IN THE ROCK BLUFF,
 HB1293'6.79 METERS (22.3 FEET NORTH OF A 1-INCH METAL ROD PROJECTING 8
 HB1293'-INCHES AND INBEDDED IN THE ROCK BLUFF, 1.82 METERS (6.0 FEET)
 HB1293'SOUTHEAST OF A 1-INCH METAL ROD PROJECTING 3-INCHES AND INBEDDED IN
 HB1293'THE ROCK BLUFF.
 HB1293'THE MARK IS 10.6 M BELOW TOP OF RIVER BANK.
 HB1293
 HB1293                          STATION RECOVERY (2002)
 HB1293
 HB1293'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1293'THE STATION HAS BEEN DISTURBED. DISK IS MISSING, STEM INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0974 ***********************************************************************
 KD0974  DESIGNATION -  B 326
 KD0974  PID         -  KD0974
 KD0974  STATE/COUNTY-  MO/SALINE
 KD0974  USGS QUAD   -  MARSHALL NORTH (1978)
 KD0974
 KD0974                         *CURRENT SURVEY CONTROL
 KD0974  ___________________________________________________________________
 KD0974* NAD 83(1986)-  39 08 00.     (N)    093 11 25.     (W)     SCALED    
 KD0974* NAVD 88     -       226.691  (meters)     743.74   (feet)  ADJUSTED  
 KD0974  ___________________________________________________________________
 KD0974  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0974  DYNAMIC HT  -         226.551 (meters)     743.28  (feet)  COMP
 KD0974  MODELED GRAV-     980,004.0   (mgal)                       NAVD 88
 KD0974
 KD0974  VERT ORDER  -  FIRST     CLASS II
 KD0974
 KD0974.The horizontal coordinates were scaled from a topographic map and have
 KD0974.an estimated accuracy of +/- 6 seconds.
 KD0974
 KD0974.The orthometric height was determined by differential leveling
 KD0974.and adjusted by the National Geodetic Survey in June 1991..
 KD0974
 KD0974.The geoid height was determined by GEOID03.
 KD0974
 KD0974.The dynamic height is computed by dividing the NAVD 88
 KD0974.geopotential number by the normal gravity value computed on the
 KD0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0974.degrees latitude (g = 980.6199 gals.).
 KD0974
 KD0974.The modeled gravity was interpolated from observed gravity values.
 KD0974
 KD0974;                    North         East    Units  Estimated Accuracy
 KD0974;SPC MO C     -   366,460.      440,320.      MT  (+/- 180 meters Scaled)
 KD0974
 KD0974                          SUPERSEDED SURVEY CONTROL
 KD0974
 KD0974.No superseded survey control is available for this station.
 KD0974
 KD0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD835315(NAD 83)
 KD0974_MARKER: DB = BENCH MARK DISK
 KD0974_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KD0974_SP_SET: PIER
 KD0974_STAMPING: B 326 1986
 KD0974_MARK LOGO: NGS   
 KD0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0974
 KD0974  HISTORY     - Date     Condition        Report By
 KD0974  HISTORY     - 1986     MONUMENTED       NGS
 KD0974
 KD0974                          STATION DESCRIPTION
 KD0974
 KD0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0974'2.5 KM (1.55 MI) EAST FROM MARSHALL.
 KD0974'2.5 KM (1.55 MI) EASTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0974'WITH U.S. HIGHWAY 65 IN MARSHALL, SET VERTICALLY IN THE WEST FACE OF
 KD0974'THE MOST SOUTHWESTERLY 1 OF 3 COLUMNS OF THE SECOND PIER WEST OF THE
 KD0974'EAST ABUTMENT OF THE HIGHWAY OVERPASS OF THE GULF MOBILE AND OHIO
 KD0974'RAILROAD, AND 7.6 M (24.9 FT) SOUTHWEST OF THE HIGHWAY CENTER.
 KD0974'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1098 ***********************************************************************
 KE1098  DESIGNATION -  B 327
 KE1098  PID         -  KE1098
 KE1098  STATE/COUNTY-  MO/JACKSON
 KE1098  USGS QUAD   -  KANSAS CITY (1991)
 KE1098
 KE1098                         *CURRENT SURVEY CONTROL
 KE1098  ___________________________________________________________________
 KE1098* NAD 83(1986)-  39 04 56.     (N)    094 35 36.     (W)     SCALED    
 KE1098* NAVD 88     -       233.738  (meters)     766.86   (feet)  ADJUSTED  
 KE1098  ___________________________________________________________________
 KE1098  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE1098  DYNAMIC HT  -         233.586 (meters)     766.36  (feet)  COMP
 KE1098  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 KE1098
 KE1098  VERT ORDER  -  FIRST     CLASS II
 KE1098
 KE1098.The horizontal coordinates were scaled from a topographic map and have
 KE1098.an estimated accuracy of +/- 6 seconds.
 KE1098
 KE1098.The orthometric height was determined by differential leveling
 KE1098.and adjusted by the National Geodetic Survey in June 1991..
 KE1098
 KE1098.The geoid height was determined by GEOID03.
 KE1098
 KE1098.The dynamic height is computed by dividing the NAVD 88
 KE1098.geopotential number by the normal gravity value computed on the
 KE1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1098.degrees latitude (g = 980.6199 gals.).
 KE1098
 KE1098.The modeled gravity was interpolated from observed gravity values.
 KE1098
 KE1098;                    North         East    Units  Estimated Accuracy
 KE1098;SPC MO W     -   323,580.      841,930.      MT  (+/- 180 meters Scaled)
 KE1098
 KE1098                          SUPERSEDED SURVEY CONTROL
 KE1098
 KE1098.No superseded survey control is available for this station.
 KE1098
 KE1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD621271(NAD 83)
 KE1098_MARKER: DB = BENCH MARK DISK
 KE1098_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1098_SP_SET: PIER
 KE1098_STAMPING: B 327 1986
 KE1098_MARK LOGO: NGS   
 KE1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1098+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 KE1098
 KE1098  HISTORY     - Date     Condition        Report By
 KE1098  HISTORY     - 1986     MONUMENTED       NGS
 KE1098  HISTORY     - 20041126 GOOD             GEOCAC
 KE1098
 KE1098                          STATION DESCRIPTION
 KE1098
 KE1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1098'IN KANSAS CITY.
 KE1098'IN KANSAS CITY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 35 AND 25TH
 KE1098'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE MOST WESTERLY 1 OF 3
 KE1098'COLUMNS OF THE THIRD PIER NORTH OF THE SOUTH ABUTMENT OF THE SOUTH
 KE1098'BOUND HIGHWAY OVERPASS OF THE STREET, 9.0 M (30.8 FT) NORTH OF THE
 KE1098'CENTERLINE OF THE STREET, AND 7.0 M (23.0 FT) WEST OF THE CENTER OF
 KE1098'THE SOUTH BOUND LANES OF THE HIGHWAY.
 KE1098'THE MARK IS 1.4 M ABOVE A SIDEWALK.
 KE1098
 KE1098                          STATION RECOVERY (2004)
 KE1098
 KE1098'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1101 ***********************************************************************
 KE1101  DESIGNATION -  B 328
 KE1101  PID         -  KE1101
 KE1101  STATE/COUNTY-  MO/JACKSON
 KE1101  USGS QUAD   -  KANSAS CITY (1991)
 KE1101
 KE1101                         *CURRENT SURVEY CONTROL
 KE1101  ___________________________________________________________________
 KE1101* NAD 83(1986)-  39 05 45.     (N)    094 34 31.     (W)     SCALED    
 KE1101* NAVD 88     -       257.023  (meters)     843.25   (feet)  ADJUSTED  
 KE1101  ___________________________________________________________________
 KE1101  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1101  DYNAMIC HT  -         256.856 (meters)     842.70  (feet)  COMP
 KE1101  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 KE1101
 KE1101  VERT ORDER  -  FIRST     CLASS II
 KE1101
 KE1101.The horizontal coordinates were scaled from a topographic map and have
 KE1101.an estimated accuracy of +/- 6 seconds.
 KE1101
 KE1101.The orthometric height was determined by differential leveling
 KE1101.and adjusted by the National Geodetic Survey in June 1991..
 KE1101
 KE1101.The geoid height was determined by GEOID03.
 KE1101
 KE1101.The dynamic height is computed by dividing the NAVD 88
 KE1101.geopotential number by the normal gravity value computed on the
 KE1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1101.degrees latitude (g = 980.6199 gals.).
 KE1101
 KE1101.The modeled gravity was interpolated from observed gravity values.
 KE1101
 KE1101;                    North         East    Units  Estimated Accuracy
 KE1101;SPC MO W     -   325,090.      843,490.      MT  (+/- 180 meters Scaled)
 KE1101
 KE1101                          SUPERSEDED SURVEY CONTROL
 KE1101
 KE1101.No superseded survey control is available for this station.
 KE1101
 KE1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD637285(NAD 83)
 KE1101_MARKER: DV = VERTICAL CONTROL DISK
 KE1101_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1101_SP_SET: PIER
 KE1101_STAMPING: B 328 1986
 KE1101_MARK LOGO: NGS   
 KE1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1101+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 KE1101
 KE1101  HISTORY     - Date     Condition        Report By
 KE1101  HISTORY     - 1986     MONUMENTED       NGS
 KE1101  HISTORY     - 19890822 GOOD             NGS
 KE1101  HISTORY     - 20050820 GOOD             GEOCAC
 KE1101
 KE1101                          STATION DESCRIPTION
 KE1101
 KE1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1101'IN KANSAS CITY.
 KE1101'IN KANSAS CITY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND
 KE1101'HOLMES STREET, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1
 KE1101'OF 2 COLUMNS OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT OF THE
 KE1101'STREET OVERPASS OF THE HIGHWAY, AND 2.5 M (8.2 FT) SOUTH OF THE SOUTH
 KE1101'CURB OF THE EAST BOUND HIGHWAY LANES.
 KE1101'THE MARK IS 1.6 M ABOVE THE GROUND.
 KE1101
 KE1101                          STATION RECOVERY (1989)
 KE1101
 KE1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE1101'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 KE1101'CHANGE--INTERSTATE HIGHWAY 70, TO INTERSTATE HIGHWAY 670.
 KE1101
 KE1101                          STATION RECOVERY (2005)
 KE1101
 KE1101'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0942 ***********************************************************************
 KD0942  DESIGNATION -  B 329
 KD0942  PID         -  KD0942
 KD0942  STATE/COUNTY-  MO/LAFAYETTE
 KD0942  USGS QUAD   -  DOVER (1978)
 KD0942
 KD0942                         *CURRENT SURVEY CONTROL
 KD0942  ___________________________________________________________________
 KD0942* NAD 83(1986)-  39 11 34.     (N)    093 41 27.     (W)     SCALED    
 KD0942* NAVD 88     -       247.793  (meters)     812.97   (feet)  ADJUSTED  
 KD0942  ___________________________________________________________________
 KD0942  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0942  DYNAMIC HT  -         247.639 (meters)     812.46  (feet)  COMP
 KD0942  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 KD0942
 KD0942  VERT ORDER  -  FIRST     CLASS II
 KD0942
 KD0942.The horizontal coordinates were scaled from a topographic map and have
 KD0942.an estimated accuracy of +/- 6 seconds.
 KD0942
 KD0942.The orthometric height was determined by differential leveling
 KD0942.and adjusted by the National Geodetic Survey in June 1991..
 KD0942
 KD0942.The geoid height was determined by GEOID03.
 KD0942
 KD0942.The dynamic height is computed by dividing the NAVD 88
 KD0942.geopotential number by the normal gravity value computed on the
 KD0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0942.degrees latitude (g = 980.6199 gals.).
 KD0942
 KD0942.The modeled gravity was interpolated from observed gravity values.
 KD0942
 KD0942;                    North         East    Units  Estimated Accuracy
 KD0942;SPC MO W     -   336,160.      919,900.      MT  (+/- 180 meters Scaled)
 KD0942
 KD0942                          SUPERSEDED SURVEY CONTROL
 KD0942
 KD0942.No superseded survey control is available for this station.
 KD0942
 KD0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD403383(NAD 83)
 KD0942_MARKER: I = METAL ROD
 KD0942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD0942_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD0942_STAMPING: B 329 1986
 KD0942_MARK LOGO: NGS   
 KD0942_PROJECTION: RECESSED 2 CENTIMETERS
 KD0942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD0942+STABILITY: POSITION/ELEVATION WELL
 KD0942_ROD/PIPE-DEPTH: 17.1 meters
 KD0942_SLEEVE-DEPTH  : 6.7 meters
 KD0942
 KD0942  HISTORY     - Date     Condition        Report By
 KD0942  HISTORY     - 1986     MONUMENTED       NGS
 KD0942
 KD0942                          STATION DESCRIPTION
 KD0942
 KD0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0942'17.1 KM (10.6 MI) EAST FROM LEXINGTON.
 KD0942'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 KD0942'IN LEXINGTON, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG U.S. HIGHWAY 24,
 KD0942'NEAR THE EAST EDGE OF THE LIONS PARK IN DOVER, 27.8 M (94.2 FT) SOUTH
 KD0942'OF THE HIGHWAY CENTERLINE, 16.5 M (54.1 FT) EAST OF THE EAST EDGE OF
 KD0942'THE PARK PARKING LOT, 6.0 M (19.7 FT) NORTH OF THE CENTER OF A GATE,
 KD0942'AND 0.6 M (2.0 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 KD0942'HAD THROUGH A 5-INCH LOGO CAP.
 KD0942'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0241 ***********************************************************************
 JD0241  DESIGNATION -  B 33
 JD0241  PID         -  JD0241
 JD0241  STATE/COUNTY-  MO/MORGAN
 JD0241  USGS QUAD   -  ROCKY MOUNT (1983)
 JD0241
 JD0241                         *CURRENT SURVEY CONTROL
 JD0241  ___________________________________________________________________
 JD0241* NAD 83(1986)-  38 22 08.     (N)    092 38 31.     (W)     SCALED    
 JD0241* NAVD 88     -       274.756  (meters)     901.43   (feet)  ADJUSTED  
 JD0241  ___________________________________________________________________
 JD0241  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JD0241  DYNAMIC HT  -         274.562 (meters)     900.79  (feet)  COMP
 JD0241  MODELED GRAV-     979,914.6   (mgal)                       NAVD 88
 JD0241
 JD0241  VERT ORDER  -  SECOND    CLASS 0
 JD0241
 JD0241.The horizontal coordinates were scaled from a topographic map and have
 JD0241.an estimated accuracy of +/- 6 seconds.
 JD0241
 JD0241.The orthometric height was determined by differential leveling
 JD0241.and adjusted by the National Geodetic Survey in June 1991..
 JD0241
 JD0241.The geoid height was determined by GEOID03.
 JD0241
 JD0241.The dynamic height is computed by dividing the NAVD 88
 JD0241.geopotential number by the normal gravity value computed on the
 JD0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0241.degrees latitude (g = 980.6199 gals.).
 JD0241
 JD0241.The modeled gravity was interpolated from observed gravity values.
 JD0241
 JD0241;                    North         East    Units  Estimated Accuracy
 JD0241;SPC MO C     -   281,390.      487,600.      MT  (+/- 180 meters Scaled)
 JD0241
 JD0241                          SUPERSEDED SURVEY CONTROL
 JD0241
 JD0241  NGVD 29 (??/??/92)  274.683  (m)          901.19   (f) ADJ UNCH    2 0
 JD0241
 JD0241.Superseded values are not recommended for survey control.
 JD0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0241.See file dsdata.txt to determine how the superseded data were derived.
 JD0241
 JD0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC312468(NAD 83)
 JD0241_MARKER: DB = BENCH MARK DISK
 JD0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0241_STAMPING: B 33 1934
 JD0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0241+STABILITY: SURFACE MOTION
 JD0241
 JD0241  HISTORY     - Date     Condition        Report By
 JD0241  HISTORY     - 1934     MONUMENTED       CGS
 JD0241
 JD0241                          STATION DESCRIPTION
 JD0241
 JD0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JD0241'2 MI E FROM BARNETT.
 JD0241'2.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JD0241'FROM BARNETT, AT MILEPOST 164, AT A ROAD CROSSING, 42 FEET NORTH
 JD0241'OF THE CENTERLINE OF THE TRACK, AND 25.6 FEET EAST OF THE
 JD0241'CENTERLINE OF THE COUNTY ROAD.  A STANDARD DISK, STAMPED B 33 1934
 JD0241'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0993 ***********************************************************************
 KD0993  DESIGNATION -  B 330
 KD0993  PID         -  KD0993
 KD0993  STATE/COUNTY-  MO/HOWARD
 KD0993  USGS QUAD   -  GLASGOW (1971)
 KD0993
 KD0993                         *CURRENT SURVEY CONTROL
 KD0993  ___________________________________________________________________
 KD0993* NAD 83(1986)-  39 13 20.     (N)    092 50 50.     (W)     SCALED    
 KD0993* NAVD 88     -       196.790  (meters)     645.64   (feet)  ADJUSTED  
 KD0993  ___________________________________________________________________
 KD0993  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD0993  DYNAMIC HT  -         196.671 (meters)     645.24  (feet)  COMP
 KD0993  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 KD0993
 KD0993  VERT ORDER  -  FIRST     CLASS II
 KD0993
 KD0993.The horizontal coordinates were scaled from a topographic map and have
 KD0993.an estimated accuracy of +/- 6 seconds.
 KD0993
 KD0993.The orthometric height was determined by differential leveling
 KD0993.and adjusted by the National Geodetic Survey in June 1991..
 KD0993
 KD0993.The geoid height was determined by GEOID03.
 KD0993
 KD0993.The dynamic height is computed by dividing the NAVD 88
 KD0993.geopotential number by the normal gravity value computed on the
 KD0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0993.degrees latitude (g = 980.6199 gals.).
 KD0993
 KD0993.The modeled gravity was interpolated from observed gravity values.
 KD0993
 KD0993;                    North         East    Units  Estimated Accuracy
 KD0993;SPC MO C     -   376,160.      470,020.      MT  (+/- 180 meters Scaled)
 KD0993
 KD0993                          SUPERSEDED SURVEY CONTROL
 KD0993
 KD0993.No superseded survey control is available for this station.
 KD0993
 KD0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD131414(NAD 83)
 KD0993_MARKER: DB = BENCH MARK DISK
 KD0993_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KD0993_SP_SET: PIER
 KD0993_STAMPING: B 330 1986
 KD0993_MARK LOGO: NGS   
 KD0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD0993+STABILITY: POSITION/ELEVATION WELL
 KD0993
 KD0993  HISTORY     - Date     Condition        Report By
 KD0993  HISTORY     - 1986     MONUMENTED       NGS
 KD0993
 KD0993                          STATION DESCRIPTION
 KD0993
 KD0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0993'IN GLASGOW.
 KD0993'IN GLASGOW, AT THE INTERSECTION OF STATE HIGHWAYS 240 AND 87, IN TOP
 KD0993'OF THE NORTHWEST CORNER OF THE MOST NORTHERLY 1 OF 2 COLUMNS OF THE
 KD0993'5TH PIER WEST OF THE EAST ABUTMENT OF THE ILLINOIS CENTRAL AND GULF
 KD0993'RAILROAD BRIDGE SPANNING THE MISSOURI RIVER, 46.0 M (150.9 FT) WEST OF
 KD0993'THE EAST BRIDGE ABUTMENT, 25.7 M (84.3 FT) NORTH OF THE CENTERLINE OF
 KD0993'STATE HIGHWAY 240, 20.1 M (65.9 FT) WEST OF THE CENTERLINE OF STATE
 KD0993'HIGHWAY 87, AND 2.7 M (8.9 FT) NORTH OF THE CENTER OF THE TRACKS.
 KD0993'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2422 ***********************************************************************
 JD2422  DESIGNATION -  B 331
 JD2422  PID         -  JD2422
 JD2422  STATE/COUNTY-  MO/COOPER
 JD2422  USGS QUAD   -  LONE ELM (1985)
 JD2422
 JD2422                         *CURRENT SURVEY CONTROL
 JD2422  ___________________________________________________________________
 JD2422* NAD 83(1986)-  38 52 18.     (N)    092 38 34.     (W)     SCALED    
 JD2422* NAVD 88     -       234.957  (meters)     770.85   (feet)  ADJUSTED  
 JD2422  ___________________________________________________________________
 JD2422  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JD2422  DYNAMIC HT  -         234.803 (meters)     770.35  (feet)  COMP
 JD2422  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 JD2422
 JD2422  VERT ORDER  -  FIRST     CLASS II
 JD2422
 JD2422.The horizontal coordinates were scaled from a topographic map and have
 JD2422.an estimated accuracy of +/- 6 seconds.
 JD2422
 JD2422.The orthometric height was determined by differential leveling
 JD2422.and adjusted by the National Geodetic Survey in June 1991..
 JD2422
 JD2422.The geoid height was determined by GEOID03.
 JD2422
 JD2422.The dynamic height is computed by dividing the NAVD 88
 JD2422.geopotential number by the normal gravity value computed on the
 JD2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2422.degrees latitude (g = 980.6199 gals.).
 JD2422
 JD2422.The modeled gravity was interpolated from observed gravity values.
 JD2422
 JD2422;                    North         East    Units  Estimated Accuracy
 JD2422;SPC MO C     -   337,200.      487,610.      MT  (+/- 180 meters Scaled)
 JD2422
 JD2422                          SUPERSEDED SURVEY CONTROL
 JD2422
 JD2422.No superseded survey control is available for this station.
 JD2422
 JD2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD309025(NAD 83)
 JD2422_MARKER: I = METAL ROD
 JD2422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2422_SP_SET: STAINLESS STEEL ROD
 JD2422_STAMPING: B 331 1986
 JD2422_MARK LOGO: NGS   
 JD2422_PROJECTION: FLUSH
 JD2422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2422_ROD/PIPE-DEPTH: 3.8  meters
 JD2422
 JD2422  HISTORY     - Date     Condition        Report By
 JD2422  HISTORY     - 1986     MONUMENTED       NGS
 JD2422
 JD2422                          STATION DESCRIPTION
 JD2422
 JD2422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2422'15.9 KM (9.9 MI) SE FROM BOONVILLE.
 JD2422'15.9 KM (9.85 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2422'COURTHOUSE IN BOONVILLE, 33.0 M (108.3 FT) WEST OF THE CENTER OF THE
 JD2422'ENTRANCE INTO THE WALNUT GROVE CEMETERY, 20.7 M (67.9 FT) SOUTH OF THE
 JD2422'CENTER OF A METAL GATE, 11.1 M (36.4 FT) NORTHEAST OF THE HIGHWAY
 JD2422'CENTERLINE, AND 0.8 M (2.6 FT) SOUTHEAST OF A UTILITY POLE.
 JD2422'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2422'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JD2422'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0943 ***********************************************************************
 KD0943  DESIGNATION -  B 332
 KD0943  PID         -  KD0943
 KD0943  STATE/COUNTY-  MO/LAFAYETTE
 KD0943  USGS QUAD   -  DOVER (1978)
 KD0943
 KD0943                         *CURRENT SURVEY CONTROL
 KD0943  ___________________________________________________________________
 KD0943* NAD 83(1986)-  39 11 45.     (N)    093 40 25.     (W)     SCALED    
 KD0943* NAVD 88     -       246.425  (meters)     808.48   (feet)  ADJUSTED  
 KD0943  ___________________________________________________________________
 KD0943  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0943  DYNAMIC HT  -         246.271 (meters)     807.97  (feet)  COMP
 KD0943  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 KD0943
 KD0943  VERT ORDER  -  FIRST     CLASS II
 KD0943
 KD0943.The horizontal coordinates were scaled from a topographic map and have
 KD0943.an estimated accuracy of +/- 6 seconds.
 KD0943
 KD0943.The orthometric height was determined by differential leveling
 KD0943.and adjusted by the National Geodetic Survey in June 1991..
 KD0943
 KD0943.The geoid height was determined by GEOID03.
 KD0943
 KD0943.The dynamic height is computed by dividing the NAVD 88
 KD0943.geopotential number by the normal gravity value computed on the
 KD0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0943.degrees latitude (g = 980.6199 gals.).
 KD0943
 KD0943.The modeled gravity was interpolated from observed gravity values.
 KD0943
 KD0943;                    North         East    Units  Estimated Accuracy
 KD0943;SPC MO W     -   336,510.      921,390.      MT  (+/- 180 meters Scaled)
 KD0943
 KD0943                          SUPERSEDED SURVEY CONTROL
 KD0943
 KD0943.No superseded survey control is available for this station.
 KD0943
 KD0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD418387(NAD 83)
 KD0943_MARKER: I = METAL ROD
 KD0943_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0943_SP_SET: STAINLESS STEEL ROD
 KD0943_STAMPING: B 332 1986
 KD0943_MARK LOGO: NGS   
 KD0943_PROJECTION: FLUSH
 KD0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0943_ROD/PIPE-DEPTH: 10.4 meters
 KD0943
 KD0943  HISTORY     - Date     Condition        Report By
 KD0943  HISTORY     - 1986     MONUMENTED       NGS
 KD0943
 KD0943                          STATION DESCRIPTION
 KD0943
 KD0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0943'18.7 KM (11.6 MI) EAST FROM LEXINGTON.
 KD0943'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 KD0943'IN LEXINGTON, THENCE 15.1 KM (9.4 MI) EASTERLY ALONG U.S. HIGHWAY 24,
 KD0943'1.3 KM (0.8 MI) EAST OF THE INTERSECTION OF STATE ROUTE F, 91.0 M
 KD0943'(298.6 FT) WEST OF THE CREST OF A HILL, 12.0 M (39.4 FT) SOUTH OF THE
 KD0943'HIGHWAY CENTERLINE, AND 12.0 M (39.4 FT) WEST OF THE WEST END OF A
 KD0943'HIGHWAY CUT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KD0943'CAP.
 KD0943'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KD0943'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2406 ***********************************************************************
 JD2406  DESIGNATION -  B 333
 JD2406  PID         -  JD2406
 JD2406  STATE/COUNTY-  MO/COLE
 JD2406  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2406
 JD2406                         *CURRENT SURVEY CONTROL
 JD2406  ___________________________________________________________________
 JD2406* NAD 83(1986)-  38 32 57.     (N)    092 08 49.     (W)     SCALED    
 JD2406* NAVD 88     -       225.112  (meters)     738.55   (feet)  ADJUSTED  
 JD2406  ___________________________________________________________________
 JD2406  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JD2406  DYNAMIC HT  -         224.960 (meters)     738.06  (feet)  COMP
 JD2406  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 JD2406
 JD2406  VERT ORDER  -  FIRST     CLASS II
 JD2406
 JD2406.The horizontal coordinates were scaled from a topographic map and have
 JD2406.an estimated accuracy of +/- 6 seconds.
 JD2406
 JD2406.The orthometric height was determined by differential leveling
 JD2406.and adjusted by the National Geodetic Survey in June 1991..
 JD2406
 JD2406.The geoid height was determined by GEOID03.
 JD2406
 JD2406.The dynamic height is computed by dividing the NAVD 88
 JD2406.geopotential number by the normal gravity value computed on the
 JD2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2406.degrees latitude (g = 980.6199 gals.).
 JD2406
 JD2406.The modeled gravity was interpolated from observed gravity values.
 JD2406
 JD2406;                    North         East    Units  Estimated Accuracy
 JD2406;SPC MO C     -   301,450.      530,780.      MT  (+/- 180 meters Scaled)
 JD2406
 JD2406                          SUPERSEDED SURVEY CONTROL
 JD2406
 JD2406.No superseded survey control is available for this station.
 JD2406
 JD2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC743670(NAD 83)
 JD2406_MARKER: DB = BENCH MARK DISK
 JD2406_SETTING: 66 = SET IN ROCK OUTCROP
 JD2406_SP_SET: ROCK OUTCROP
 JD2406_STAMPING: B 333 1986
 JD2406_MARK LOGO: NGS   
 JD2406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2406
 JD2406  HISTORY     - Date     Condition        Report By
 JD2406  HISTORY     - 1986     MONUMENTED       NGS
 JD2406  HISTORY     - 19860816 MARK NOT FOUND   NGS
 JD2406
 JD2406                          STATION DESCRIPTION
 JD2406
 JD2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2406'4.9 KM (3.05 MI) EAST FROM JEFFERSON CITY.
 JD2406'4.9 KM (3.05 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JD2406'U.S. HIGHWAY 54 IN JEFFERSON CITY, NEAR THE SOUTHEAST END OF AN
 JD2406'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.2 KM (0.1 MI) SOUTHEAST OF
 JD2406'THE INTERSECTION OF EASTLAND DRIVE, 12.0 M (39.4 FT) SOUTHWEST OF THE
 JD2406'EAST BOUND HIGHWAY CENTERLINE, AND 2.5 M (8.2 FT) NORTHWEST OF THE
 JD2406'SOUTHEAST END OF THE EXPOSED AREA OF BEDROCK.
 JD2406'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 JD2406
 JD2406                          STATION RECOVERY (1986)
 JD2406
 JD2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD2406'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1344 ***********************************************************************
 JC1344  DESIGNATION -  B 334
 JC1344  PID         -  JC1344
 JC1344  STATE/COUNTY-  MO/FRANKLIN
 JC1344  USGS QUAD   -  BERGER (1974)
 JC1344
 JC1344                         *CURRENT SURVEY CONTROL
 JC1344  ___________________________________________________________________
 JC1344* NAD 83(1986)-  38 37 43.     (N)    091 17 18.     (W)     SCALED    
 JC1344* NAVD 88     -       206.384  (meters)     677.11   (feet)  ADJUSTED  
 JC1344  ___________________________________________________________________
 JC1344  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JC1344  DYNAMIC HT  -         206.253 (meters)     676.68  (feet)  COMP
 JC1344  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 JC1344
 JC1344  VERT ORDER  -  FIRST     CLASS II
 JC1344
 JC1344.The horizontal coordinates were scaled from a topographic map and have
 JC1344.an estimated accuracy of +/- 6 seconds.
 JC1344
 JC1344.The orthometric height was determined by differential leveling
 JC1344.and adjusted by the National Geodetic Survey in June 1991..
 JC1344
 JC1344.The geoid height was determined by GEOID03.
 JC1344
 JC1344.The dynamic height is computed by dividing the NAVD 88
 JC1344.geopotential number by the normal gravity value computed on the
 JC1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1344.degrees latitude (g = 980.6199 gals.).
 JC1344
 JC1344.The modeled gravity was interpolated from observed gravity values.
 JC1344
 JC1344;                    North         East    Units  Estimated Accuracy
 JC1344;SPC MO E     -   310,500.      181,360.      MT  (+/- 180 meters Scaled)
 JC1344
 JC1344                          SUPERSEDED SURVEY CONTROL
 JC1344
 JC1344.No superseded survey control is available for this station.
 JC1344
 JC1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC489769(NAD 83)
 JC1344_MARKER: I = METAL ROD
 JC1344_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1344+WITH SETTING: INFORMATION.
 JC1344_SP_SET: SHALLOW-SET METAL ROD
 JC1344_STAMPING: B 334 1986
 JC1344_MARK LOGO: NGS   
 JC1344_PROJECTION: FLUSH
 JC1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1344_ROD/PIPE-DEPTH: 1.2  meters
 JC1344
 JC1344  HISTORY     - Date     Condition        Report By
 JC1344  HISTORY     - 1986     MONUMENTED       NGS
 JC1344
 JC1344                          STATION DESCRIPTION
 JC1344
 JC1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1344'18.5 KM (11.5 MI) EAST FROM HERMANN.
 JC1344'17.0 KM (10.55 MI) EASTERLY ALONG STATE HIGHWAY 100 FROM THE
 JC1344'COURTHOUSE IN HERMANN, THENCE 1.5 KM (0.95 MI) NORTHEASTERLY ALONG
 JC1344'COUNTY ROAD B, 23.0 M (75.5 FT) WEST OF THE HIGHWAY CENTERLINE, 15.9 M
 JC1344'(52.2 FT) EAST OF A UTILITY POLE, 6.2 M (20.3 FT) WEST OF THE CENTER
 JC1344'OF A FIELD ENTRANCE AND GATE, AND 4.7 M (15.4 FT) SOUTH OF THE CENTER
 JC1344'OF A GRAVELED ROAD LEADING WEST. NOTE--ACCESS TO DATUM POINT IS HAD
 JC1344'THROUGH A 5-INCH LOGO CAP.
 JC1344'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JC1344'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1365 ***********************************************************************
 JC1365  DESIGNATION -  B 335
 JC1365  PID         -  JC1365
 JC1365  STATE/COUNTY-  MO/GASCONADE
 JC1365  USGS QUAD   -  GASCONADE (1974)
 JC1365
 JC1365                         *CURRENT SURVEY CONTROL
 JC1365  ___________________________________________________________________
 JC1365* NAD 83(1986)-  38 38 49.     (N)    091 32 24.     (W)     SCALED    
 JC1365* NAVD 88     -       165.589  (meters)     543.27   (feet)  ADJUSTED  
 JC1365  ___________________________________________________________________
 JC1365  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JC1365  DYNAMIC HT  -         165.480 (meters)     542.91  (feet)  COMP
 JC1365  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 JC1365
 JC1365  VERT ORDER  -  FIRST     CLASS II
 JC1365
 JC1365.The horizontal coordinates were scaled from a topographic map and have
 JC1365.an estimated accuracy of +/- 6 seconds.
 JC1365
 JC1365.The orthometric height was determined by differential leveling
 JC1365.and adjusted by the National Geodetic Survey in June 1991..
 JC1365
 JC1365.The geoid height was determined by GEOID03.
 JC1365
 JC1365.The dynamic height is computed by dividing the NAVD 88
 JC1365.geopotential number by the normal gravity value computed on the
 JC1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1365.degrees latitude (g = 980.6199 gals.).
 JC1365
 JC1365.The modeled gravity was interpolated from observed gravity values.
 JC1365
 JC1365;                    North         East    Units  Estimated Accuracy
 JC1365;SPC MO E     -   312,750.      159,470.      MT  (+/- 180 meters Scaled)
 JC1365
 JC1365                          SUPERSEDED SURVEY CONTROL
 JC1365
 JC1365.No superseded survey control is available for this station.
 JC1365
 JC1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC270786(NAD 83)
 JC1365_MARKER: I = METAL ROD
 JC1365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1365_SP_SET: STAINLESS STEEL ROD
 JC1365_STAMPING: B 335 1986
 JC1365_MARK LOGO: NGS   
 JC1365_PROJECTION: FLUSH
 JC1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1365_ROD/PIPE-DEPTH: 9.1  meters
 JC1365
 JC1365  HISTORY     - Date     Condition        Report By
 JC1365  HISTORY     - 1986     MONUMENTED       NGS
 JC1365
 JC1365                          STATION DESCRIPTION
 JC1365
 JC1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1365'13.9 KM (8.65 MI) WEST FROM HERMANN.
 JC1365'13.9 KM (8.65 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1365'IN HERMANN, 24.8 M (81.4 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY
 JC1365'LEADING NORTHEAST TO THE BINKHOLDER RESIDENCE, 8.5 M (27.9 FT)
 JC1365'NORTHEAST OF THE HIGHWAY CENTERLINE, AND 2.2 M (7.2 FT) NORTHWEST OF A
 JC1365'FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JC1365'LOGO CAP.
 JC1365'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 JC1365'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1074 ***********************************************************************
 HC1074  DESIGNATION -  B 336
 HC1074  PID         -  HC1074
 HC1074  STATE/COUNTY-  MO/TEXAS
 HC1074  USGS QUAD   -  HOUSTON (1981)
 HC1074
 HC1074                         *CURRENT SURVEY CONTROL
 HC1074  ___________________________________________________________________
 HC1074* NAD 83(1986)-  37 19 24.     (N)    091 57 15.     (W)     SCALED    
 HC1074* NAVD 88     -       337.803  (meters)    1108.28   (feet)  ADJUSTED  
 HC1074  ___________________________________________________________________
 HC1074  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 HC1074  DYNAMIC HT  -         337.528 (meters)    1107.37  (feet)  COMP
 HC1074  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 HC1074
 HC1074  VERT ORDER  -  FIRST     CLASS II
 HC1074
 HC1074.The horizontal coordinates were scaled from a topographic map and have
 HC1074.an estimated accuracy of +/- 6 seconds.
 HC1074
 HC1074.The orthometric height was determined by differential leveling
 HC1074.and adjusted by the National Geodetic Survey in June 1991..
 HC1074
 HC1074.The geoid height was determined by GEOID03.
 HC1074
 HC1074.The dynamic height is computed by dividing the NAVD 88
 HC1074.geopotential number by the normal gravity value computed on the
 HC1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1074.degrees latitude (g = 980.6199 gals.).
 HC1074
 HC1074.The modeled gravity was interpolated from observed gravity values.
 HC1074
 HC1074;                    North         East    Units  Estimated Accuracy
 HC1074;SPC MO C     -   165,470.      548,380.      MT  (+/- 180 meters Scaled)
 HC1074
 HC1074                          SUPERSEDED SURVEY CONTROL
 HC1074
 HC1074  NGVD 29 (10/05/93)  337.672  (m)         1107.85   (f) ADJUSTED    1 2
 HC1074
 HC1074.Superseded values are not recommended for survey control.
 HC1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1074.See file dsdata.txt to determine how the superseded data were derived.
 HC1074
 HC1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB926312(NAD 83)
 HC1074_MARKER: DV = VERTICAL CONTROL DISK
 HC1074_SETTING: 66 = SET IN ROCK OUTCROP
 HC1074_SP_SET: IN A DRILL HOLE IN BEDROCK
 HC1074_STAMPING: B 336 1986
 HC1074_MARK LOGO: NGS   
 HC1074_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC1074+STABILITY: POSITION/ELEVATION WELL
 HC1074
 HC1074  HISTORY     - Date     Condition        Report By
 HC1074  HISTORY     - 1986     MONUMENTED       NGS
 HC1074
 HC1074                          STATION DESCRIPTION
 HC1074
 HC1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1074'IN HOUSTON, AT THE INTERSECTION OF U.S. HIGHWAY 63 AND CHESTNUT
 HC1074'STREET, IN A LARGE EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 36.2 M
 HC1074'(118.8 FT) SOUTHWEST OF THE CENTER OF THE STREET, 16.4 M (53.8 FT)
 HC1074'NORTHEAST OF UTILITY POLE NUMBER X44, 12.6 M (41.3 FT) NORTHWEST OF
 HC1074'THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 HC1074'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1099 ***********************************************************************
 HC1099  DESIGNATION -  B 337
 HC1099  PID         -  HC1099
 HC1099  STATE/COUNTY-  MO/PHELPS
 HC1099  USGS QUAD   -  EDGAR SPRINGS (1954)
 HC1099
 HC1099                         *CURRENT SURVEY CONTROL
 HC1099  ___________________________________________________________________
 HC1099* NAD 83(1997)-  37 41 52.20990(N)    091 51 56.85601(W)     ADJUSTED  
 HC1099* NAVD 88     -       369.781  (meters)    1213.19   (feet)  ADJUSTED  
 HC1099  ___________________________________________________________________
 HC1099  X           -    -164,527.004 (meters)                     COMP
 HC1099  Y           -  -5,050,597.181 (meters)                     COMP
 HC1099  Z           -   3,879,168.641 (meters)                     COMP
 HC1099  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 HC1099  ELLIP HEIGHT-         339.35  (meters)          (07/19/01) GPS OBS
 HC1099  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HC1099  DYNAMIC HT  -         369.495 (meters)    1212.25  (feet)  COMP
 HC1099  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 HC1099
 HC1099  HORZ ORDER  -  FIRST
 HC1099  VERT ORDER  -  FIRST     CLASS II
 HC1099  ELLP ORDER  -  FOURTH    CLASS I
 HC1099
 HC1099.The horizontal coordinates were established by GPS observations
 HC1099.and adjusted by the National Geodetic Survey in July 2001..
 HC1099.No horizontal observational check was made to the station.
 HC1099
 HC1099.The orthometric height was determined by differential leveling
 HC1099.and adjusted by the National Geodetic Survey in June 1991..
 HC1099
 HC1099.Photographs are available for this station.
 HC1099
 HC1099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HC1099
 HC1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1099
 HC1099.The ellipsoidal height was determined by GPS observations
 HC1099.and is referenced to NAD 83.
 HC1099
 HC1099.The geoid height was determined by GEOID03.
 HC1099
 HC1099.The dynamic height is computed by dividing the NAVD 88
 HC1099.geopotential number by the normal gravity value computed on the
 HC1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1099.degrees latitude (g = 980.6199 gals.).
 HC1099
 HC1099.The modeled gravity was interpolated from observed gravity values.
 HC1099
 HC1099;                    North         East     Units Scale Factor Converg.
 HC1099;SPC MO C     -   207,085.481   555,928.277   MT  0.99997185   +0 23 16.2
 HC1099;UTM  15      - 4,172,895.396   599,989.178   MT  0.99972314   +0 41 37.0
 HC1099
 HC1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1099!SPC MO C     -   0.99994675  x   0.99997185  =   0.99991860
 HC1099!UTM  15      -   0.99994675  x   0.99972314  =   0.99966991
 HC1099
 HC1099                          SUPERSEDED SURVEY CONTROL
 HC1099
 HC1099  NAVD 88 (07/19/01)  369.78   (m)         1213.2    (f) LEVELING    3  
 HC1099  NGVD 29 (10/05/93)  369.696  (m)         1212.91   (f) ADJUSTED    1 2
 HC1099
 HC1099.Superseded values are not recommended for survey control.
 HC1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1099.See file dsdata.txt to determine how the superseded data were derived.
 HC1099
 HC1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9998972895(NAD 83)
 HC1099_MARKER: F = FLANGE-ENCASED ROD
 HC1099_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HC1099+WITH SETTING: INFORMATION.
 HC1099_SP_SET: METAL ROD DRIVEN INTO GROUND
 HC1099_STAMPING: B 337 1986
 HC1099_MARK LOGO: NGS   
 HC1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1099
 HC1099  HISTORY     - Date     Condition        Report By
 HC1099  HISTORY     - 1986     MONUMENTED       NGS
 HC1099  HISTORY     - 20010501 GOOD             NGS
 HC1099
 HC1099                          STATION DESCRIPTION
 HC1099
 HC1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1099'IN EDGAR SPRINGS, AT THE INTERSECTION OF COUNTY ROAD H AND OLD U.S.
 HC1099'HIGHWAY 63, A METAL ROD DRIVEN 1.9 M AND FLUSH WITH GROUND, 77.8 M
 HC1099'(255.2 FT) EAST OF THE CENTERLINE OF THE OLD HIGHWAY, 9.3 M (30.5 FT)
 HC1099'NORTH OF THE CENTER OF THE ROAD, 7.8 M (25.6 FT) SOUTH OF A UTILITY
 HC1099'POLE, 1.0 M (3.3 FT) EAST OF A FENCE CORNER, 0.3 M (1.0 FT) SOUTH OF
 HC1099'A WITNESS POST AND FENCE, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO
 HC1099'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HC1099
 HC1099                          STATION RECOVERY (2001)
 HC1099
 HC1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRD)
 HC1099'IN EDGAR SPRINGS, 0.3 MILE (0.5 KM) SOUTH ALONG OLD U.S. HIGHWAY 63
 HC1099'FROM THE POST OFFICE IN EDGAR SPRINGS TO THE JUNCTION OF COUNTY ROAD
 HC1099'H, THENCE 0.05 MILE (0.08 KM) WEST ALONG COUNTY ROAD H TO MARK ON
 HC1099'LEFT, A STAINLESS STEEL ROD DRIVEN 1.9 M (6.2 FT) AND FLUSH WITH THE
 HC1099'GROUND,  30.3 FT (9.2 M) NORTH OF CENTERLINE OF COUNTY ROAD H, 25.4 FT
 HC1099'(7.7 M) SOUTHEAST OF A POWER POLE WITH ONE GUY WIRE NUMBER INTER
 HC1099'COUNTY ELECTRIC 92332, AND 36.4 FT (11.1 M) EAST OF SOUTHEAST CORNER
 HC1099'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0989 ***********************************************************************
 KD0989  DESIGNATION -  B 338
 KD0989  PID         -  KD0989
 KD0989  STATE/COUNTY-  MO/SALINE
 KD0989  USGS QUAD   -  SALINE CITY (1971)
 KD0989
 KD0989                         *CURRENT SURVEY CONTROL
 KD0989  ___________________________________________________________________
 KD0989* NAD 83(1986)-  39 13 40.     (N)    092 57 27.     (W)     SCALED    
 KD0989* NAVD 88     -       197.643  (meters)     648.43   (feet)  ADJUSTED  
 KD0989  ___________________________________________________________________
 KD0989  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0989  DYNAMIC HT  -         197.523 (meters)     648.04  (feet)  COMP
 KD0989  MODELED GRAV-     980,013.2   (mgal)                       NAVD 88
 KD0989
 KD0989  VERT ORDER  -  FIRST     CLASS II
 KD0989
 KD0989.The horizontal coordinates were scaled from a topographic map and have
 KD0989.an estimated accuracy of +/- 6 seconds.
 KD0989
 KD0989.The orthometric height was determined by differential leveling
 KD0989.and adjusted by the National Geodetic Survey in June 1991..
 KD0989
 KD0989.The geoid height was determined by GEOID03.
 KD0989
 KD0989.The dynamic height is computed by dividing the NAVD 88
 KD0989.geopotential number by the normal gravity value computed on the
 KD0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0989.degrees latitude (g = 980.6199 gals.).
 KD0989
 KD0989.The modeled gravity was interpolated from observed gravity values.
 KD0989
 KD0989;                    North         East    Units  Estimated Accuracy
 KD0989;SPC MO C     -   376,820.      460,500.      MT  (+/- 180 meters Scaled)
 KD0989
 KD0989                          SUPERSEDED SURVEY CONTROL
 KD0989
 KD0989.No superseded survey control is available for this station.
 KD0989
 KD0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD036420(NAD 83)
 KD0989_MARKER: I = METAL ROD
 KD0989_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0989_SP_SET: STAINLESS STEEL ROD
 KD0989_STAMPING: B 338 1986
 KD0989_MARK LOGO: NGS   
 KD0989_PROJECTION: FLUSH
 KD0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0989_ROD/PIPE-DEPTH: 5.5  meters
 KD0989
 KD0989  HISTORY     - Date     Condition        Report By
 KD0989  HISTORY     - 1986     MONUMENTED       NGS
 KD0989
 KD0989                          STATION DESCRIPTION
 KD0989
 KD0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0989'10.2 KM (6.35 MI) WEST FROM GLASGOW.
 KD0989'10.2 KM (6.35 MI) WESTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0989'WITH STATE HIGHWAY 87 IN GLASGOW, 1.4 KM (0.85 MI) WEST OF THE
 KD0989'INTERSECTION OF COUNTY ROAD P, 15.5 M (50.9 FT) EAST OF THE CENTER OF
 KD0989'A FIELD ENTRANCE, 8.6 M (28.2 FT) NORTH OF THE HIGHWAY CENTERLINE, AND
 KD0989'2.2 M (7.2 FT) EAST OF A UTILITY POLE. NOTE--ACCESS TO DATUM POINT IS
 KD0989'HAD THROUGH A 5-INCH LOGO CAP.
 KD0989'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 KD0989'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1382 ***********************************************************************
 JC1382  DESIGNATION -  B 339
 JC1382  PID         -  JC1382
 JC1382  STATE/COUNTY-  MO/OSAGE
 JC1382  USGS QUAD   -  MOKANE EAST (1985)
 JC1382
 JC1382                         *CURRENT SURVEY CONTROL
 JC1382  ___________________________________________________________________
 JC1382* NAD 83(1986)-  38 40 19.     (N)    091 47 54.     (W)     SCALED    
 JC1382* NAVD 88     -       162.935  (meters)     534.56   (feet)  ADJUSTED  
 JC1382  ___________________________________________________________________
 JC1382  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JC1382  DYNAMIC HT  -         162.827 (meters)     534.21  (feet)  COMP
 JC1382  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 JC1382
 JC1382  VERT ORDER  -  FIRST     CLASS II
 JC1382
 JC1382.The horizontal coordinates were scaled from a topographic map and have
 JC1382.an estimated accuracy of +/- 6 seconds.
 JC1382
 JC1382.The orthometric height was determined by differential leveling
 JC1382.and adjusted by the National Geodetic Survey in June 1991..
 JC1382
 JC1382.The geoid height was determined by GEOID03.
 JC1382
 JC1382.The dynamic height is computed by dividing the NAVD 88
 JC1382.geopotential number by the normal gravity value computed on the
 JC1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1382.degrees latitude (g = 980.6199 gals.).
 JC1382
 JC1382.The modeled gravity was interpolated from observed gravity values.
 JC1382
 JC1382;                    North         East    Units  Estimated Accuracy
 JC1382;SPC MO C     -   315,250.      561,060.      MT  (+/- 180 meters Scaled)
 JC1382
 JC1382                          SUPERSEDED SURVEY CONTROL
 JC1382
 JC1382.No superseded survey control is available for this station.
 JC1382
 JC1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC045810(NAD 83)
 JC1382_MARKER: I = METAL ROD
 JC1382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1382_SP_SET: STAINLESS STEEL ROD
 JC1382_STAMPING: B 339 1986
 JC1382_MARK LOGO: NGS   
 JC1382_PROJECTION: FLUSH
 JC1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1382_ROD/PIPE-DEPTH: 10.9 meters
 JC1382
 JC1382  HISTORY     - Date     Condition        Report By
 JC1382  HISTORY     - 1986     MONUMENTED       NGS
 JC1382
 JC1382                          STATION DESCRIPTION
 JC1382
 JC1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1382'42.1 KM (26.15 MI) WEST FROM HERMANN.
 JC1382'42.1 KM (26.15 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE
 JC1382'COURTHOUSE IN HERMANN, 45.5 M (149.3 FT) SOUTH OF THE HIGHWAY
 JC1382'CENTERLINE, 23.4 M (76.8 FT) EAST OF THE CENTER OF A TRACK ROAD,
 JC1382'13.0 M (42.7 FT) WEST OF THE SOUTHWEST CORNER OF A 8 BY 11 FT CONCRETE
 JC1382'RAILROAD BUILDING, 10.0 M (32.8 FT) SOUTH OF THE NEAR RAIL OF THE
 JC1382'MISSOURI PACIFIC RAILROAD, AND 0.8 M (2.6 FT) EAST OF A FENCE CORNER
 JC1382'AND GATE POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JC1382'LOGO CAP.
 JC1382'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JC1382'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0568 ***********************************************************************
 HC0568  DESIGNATION -  B 34
 HC0568  PID         -  HC0568
 HC0568  STATE/COUNTY-  MO/TEXAS
 HC0568  USGS QUAD   -  LICKING (1981)
 HC0568
 HC0568                         *CURRENT SURVEY CONTROL
 HC0568  ___________________________________________________________________
 HC0568* NAD 83(1986)-  37 27 33.     (N)    091 50 40.     (W)     SCALED    
 HC0568* NAVD 88     -       389.785  (meters)    1278.82   (feet)  ADJUSTED  
 HC0568  ___________________________________________________________________
 HC0568  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HC0568  DYNAMIC HT  -         389.474 (meters)    1277.80  (feet)  COMP
 HC0568  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 HC0568
 HC0568  VERT ORDER  -  FIRST     CLASS II
 HC0568
 HC0568.The horizontal coordinates were scaled from a topographic map and have
 HC0568.an estimated accuracy of +/- 6 seconds.
 HC0568
 HC0568.The orthometric height was determined by differential leveling
 HC0568.and adjusted by the National Geodetic Survey in June 1991..
 HC0568
 HC0568.The geoid height was determined by GEOID03.
 HC0568
 HC0568.The dynamic height is computed by dividing the NAVD 88
 HC0568.geopotential number by the normal gravity value computed on the
 HC0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0568.degrees latitude (g = 980.6199 gals.).
 HC0568
 HC0568.The modeled gravity was interpolated from observed gravity values.
 HC0568
 HC0568;                    North         East    Units  Estimated Accuracy
 HC0568;SPC MO C     -   180,610.      558,000.      MT  (+/- 180 meters Scaled)
 HC0568
 HC0568                          SUPERSEDED SURVEY CONTROL
 HC0568
 HC0568  NGVD 29 (??/??/92)  389.670  (m)         1278.44   (f) ADJ UNCH    1 2
 HC0568
 HC0568.Superseded values are not recommended for survey control.
 HC0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0568.See file dsdata.txt to determine how the superseded data were derived.
 HC0568
 HC0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB021464(NAD 83)
 HC0568_MARKER: DB = BENCH MARK DISK
 HC0568_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HC0568_SP_SET: HEADWALL
 HC0568_STAMPING: B 34 1934
 HC0568_MARK LOGO: CGS   
 HC0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0568+STABILITY: SURFACE MOTION
 HC0568
 HC0568  HISTORY     - Date     Condition        Report By
 HC0568  HISTORY     - 1934     MONUMENTED       CGS
 HC0568  HISTORY     - 1935     GOOD             NGS
 HC0568  HISTORY     - 1977     GOOD             NGS
 HC0568  HISTORY     - 1977     GOOD             NGS
 HC0568  HISTORY     - 19890718 GOOD             NGS
 HC0568
 HC0568                          STATION DESCRIPTION
 HC0568
 HC0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0568'3.1 MI S FROM LICKING.
 HC0568'3.1 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM LICKING, TEXAS COUNTY,
 HC0568'AT A CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEADWALL, AND
 HC0568'15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 HC0568'STAMPED B 34 1934.
 HC0568
 HC0568                          STATION RECOVERY (1977)
 HC0568
 HC0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0568'RECOVERED IN GOOD CONDITION.
 HC0568
 HC0568                          STATION RECOVERY (1977)
 HC0568
 HC0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0568'RECOVERED IN GOOD CONDITION.
 HC0568
 HC0568                          STATION RECOVERY (1989)
 HC0568
 HC0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0568'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.3 KM (3.3
 HC0568'MI) SOUTHERLY ALONG STATE HIGHWAY 137 FROM ITS JUNCTION WITH U.S.
 HC0568'HIGHWAY 63 IN LICKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1584 ***********************************************************************
 KE1584  DESIGNATION -  B 340
 KE1584  PID         -  KE1584
 KE1584  STATE/COUNTY-  MO/ANDREW
 KE1584  USGS QUAD   -  WATHENA (1961)
 KE1584
 KE1584                         *CURRENT SURVEY CONTROL
 KE1584  ___________________________________________________________________
 KE1584* NAD 83(1986)-  39 51 37.     (N)    094 52 49.     (W)     SCALED    
 KE1584* NAVD 88     -       253.009  (meters)     830.08   (feet)  ADJUSTED  
 KE1584  ___________________________________________________________________
 KE1584  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KE1584  DYNAMIC HT  -         252.863 (meters)     829.60  (feet)  COMP
 KE1584  MODELED GRAV-     980,043.7   (mgal)                       NAVD 88
 KE1584
 KE1584  VERT ORDER  -  FIRST     CLASS II
 KE1584
 KE1584.The horizontal coordinates were scaled from a topographic map and have
 KE1584.an estimated accuracy of +/- 6 seconds.
 KE1584
 KE1584.The orthometric height was determined by differential leveling
 KE1584.and adjusted by the National Geodetic Survey in June 1991..
 KE1584
 KE1584.The geoid height was determined by GEOID03.
 KE1584
 KE1584.The dynamic height is computed by dividing the NAVD 88
 KE1584.geopotential number by the normal gravity value computed on the
 KE1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1584.degrees latitude (g = 980.6199 gals.).
 KE1584
 KE1584.The modeled gravity was interpolated from observed gravity values.
 KE1584
 KE1584;                    North         East    Units  Estimated Accuracy
 KE1584;SPC MO W     -   410,020.      817,460.      MT  (+/- 180 meters Scaled)
 KE1584
 KE1584                          SUPERSEDED SURVEY CONTROL
 KE1584
 KE1584.No superseded survey control is available for this station.
 KE1584
 KE1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE391139(NAD 83)
 KE1584_MARKER: I = METAL ROD
 KE1584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1584_SP_SET: STAINLESS STEEL ROD
 KE1584_STAMPING: B 340 1989
 KE1584_MARK LOGO: NGS   
 KE1584_PROJECTION: FLUSH
 KE1584_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1584+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1584_ROD/PIPE-DEPTH: 13.7 meters
 KE1584
 KE1584  HISTORY     - Date     Condition        Report By
 KE1584  HISTORY     - 1989     MONUMENTED       NGS
 KE1584  HISTORY     - 20041004 MARK NOT FOUND   MODNR
 KE1584
 KE1584                          STATION DESCRIPTION
 KE1584
 KE1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1584'3.3 KM (2.05 MI) SOUTHERLY ALONG STATE HIGHWAY K FROM ITS JUNCTION
 KE1584'WITH STATE HIGHWAY T IN AMAZONIA, 27.5 M (90.2 FT) EAST OF THE NEAR
 KE1584'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 13.7 M (44.9 FT) WEST OF
 KE1584'THE CENTERLINE OF THE HIGHWAY, 13.4 M (44.0 FT) NORTH OF THE CENTER
 KE1584'OF COUNTY ROAD 392, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 KE1584'1.3 M (4.3 FT) NORTH OF A UTILITY POLE, AND 0.3 M (1.0 FT) SOUTH OF A
 KE1584'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KE1584'LOGO CAP.
 KE1584
 KE1584                          STATION RECOVERY (2004)
 KE1584
 KE1584'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 KE1584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2784 ***********************************************************************
 JD2784  DESIGNATION -  B 340
 JD2784  PID         -  JD2784
 JD2784  STATE/COUNTY-  MO/OSAGE
 JD2784  USGS QUAD   -  WESTPHALIA WEST (1987)
 JD2784
 JD2784                         *CURRENT SURVEY CONTROL
 JD2784  ___________________________________________________________________
 JD2784* NAD 83(1986)-  38 28 56.     (N)    092 00 16.     (W)     SCALED    
 JD2784* NAVD 88     -       169.816  (meters)     557.14   (feet)  ADJUSTED  
 JD2784  ___________________________________________________________________
 JD2784  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD2784  DYNAMIC HT  -         169.700 (meters)     556.76  (feet)  COMP
 JD2784  MODELED GRAV-     979,944.8   (mgal)                       NAVD 88
 JD2784
 JD2784  VERT ORDER  -  FIRST     CLASS II
 JD2784
 JD2784.The horizontal coordinates were scaled from a topographic map and have
 JD2784.an estimated accuracy of +/- 6 seconds.
 JD2784
 JD2784.The orthometric height was determined by differential leveling
 JD2784.and adjusted by the National Geodetic Survey in June 1991..
 JD2784
 JD2784.The geoid height was determined by GEOID03.
 JD2784
 JD2784.The dynamic height is computed by dividing the NAVD 88
 JD2784.geopotential number by the normal gravity value computed on the
 JD2784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2784.degrees latitude (g = 980.6199 gals.).
 JD2784
 JD2784.The modeled gravity was interpolated from observed gravity values.
 JD2784
 JD2784;                    North         East    Units  Estimated Accuracy
 JD2784;SPC MO C     -   294,070.      543,240.      MT  (+/- 180 meters Scaled)
 JD2784
 JD2784                          SUPERSEDED SURVEY CONTROL
 JD2784
 JD2784.No superseded survey control is available for this station.
 JD2784
 JD2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC868597(NAD 83)
 JD2784_MARKER: I = METAL ROD
 JD2784_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2784_SP_SET: STAINLESS STEEL ROD
 JD2784_STAMPING: B 340 1986
 JD2784_MARK LOGO: NGS   
 JD2784_PROJECTION: FLUSH
 JD2784_MAGNETIC: I = MARKER IS A STEEL ROD
 JD2784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2784_ROD/PIPE-DEPTH: 7.2  meters
 JD2784
 JD2784  HISTORY     - Date     Condition        Report By
 JD2784  HISTORY     - 1986     MONUMENTED       NGS
 JD2784
 JD2784                          STATION DESCRIPTION
 JD2784
 JD2784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2784'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JD2784'WITH COUNTY ROAD 511 IN WESTPHALIA, 11.9 M (39.0 FT) WEST OF THE
 JD2784'CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT) NORTH OF THE CENTER OF A
 JD2784'GATE AND FIELD ENTRANCE, 4.4 M (14.4 FT) WEST-NORTHWEST OF THE NORTH
 JD2784'END OF AN 18-INCH PIPE CULVERT, 0.3 M (1.0 FT) EAST OF A WITNESS POST
 JD2784'AND FENCE, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT
 JD2784'IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1609 ***********************************************************************
 KE1609  DESIGNATION -  B 341
 KE1609  PID         -  KE1609
 KE1609  STATE/COUNTY-  MO/BUCHANAN
 KE1609  USGS QUAD   -  ATCHISON EAST (1984)
 KE1609
 KE1609                         *CURRENT SURVEY CONTROL
 KE1609  ___________________________________________________________________
 KE1609* NAD 83(1986)-  39 33 24.     (N)    095 04 20.     (W)     SCALED    
 KE1609* NAVD 88     -       239.481  (meters)     785.70   (feet)  ADJUSTED  
 KE1609  ___________________________________________________________________
 KE1609  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KE1609  DYNAMIC HT  -         239.338 (meters)     785.23  (feet)  COMP
 KE1609  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 KE1609
 KE1609  VERT ORDER  -  FIRST     CLASS II
 KE1609
 KE1609.The horizontal coordinates were scaled from a topographic map and have
 KE1609.an estimated accuracy of +/- 6 seconds.
 KE1609
 KE1609.The orthometric height was determined by differential leveling
 KE1609.and adjusted by the National Geodetic Survey in June 1991..
 KE1609
 KE1609.The geoid height was determined by GEOID03.
 KE1609
 KE1609.The dynamic height is computed by dividing the NAVD 88
 KE1609.geopotential number by the normal gravity value computed on the
 KE1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1609.degrees latitude (g = 980.6199 gals.).
 KE1609
 KE1609.The modeled gravity was interpolated from observed gravity values.
 KE1609
 KE1609;                    North         East    Units  Estimated Accuracy
 KE1609;SPC MO W     -   376,400.      800,820.      MT  (+/- 180 meters Scaled)
 KE1609
 KE1609                          SUPERSEDED SURVEY CONTROL
 KE1609
 KE1609.No superseded survey control is available for this station.
 KE1609
 KE1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD219806(NAD 83)
 KE1609_MARKER: I = METAL ROD
 KE1609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1609_SP_SET: STAINLESS STEEL ROD
 KE1609_STAMPING: B 341 1989
 KE1609_MARK LOGO: NGS   
 KE1609_PROJECTION: FLUSH
 KE1609_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1609+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1609_ROD/PIPE-DEPTH: 25.6 meters
 KE1609
 KE1609  HISTORY     - Date     Condition        Report By
 KE1609  HISTORY     - 1989     MONUMENTED       NGS
 KE1609
 KE1609                          STATION DESCRIPTION
 KE1609
 KE1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1609'5.7 KM (3.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 59 FROM ITS
 KE1609'JUNCTION WITH STATE HIGHWAY 116 IN RUSHVILLE, 20.1 M (65.9 FT) SOUTH
 KE1609'OF THE CENTERLINE OF THE HIGHWAY, 9.7 M (31.8 FT) SOUTHWEST OF THE
 KE1609'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.3 M (4.3 FT) WEST OF
 KE1609'A UTILITY POLE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 KE1609'0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT
 KE1609'IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1453 ***********************************************************************
 LF1453  DESIGNATION -  B 342
 LF1453  PID         -  LF1453
 LF1453  STATE/COUNTY-  MO/ATCHISON
 LF1453  USGS QUAD   -  ROCK PORT (1981)
 LF1453
 LF1453                         *CURRENT SURVEY CONTROL
 LF1453  ___________________________________________________________________
 LF1453* NAD 83(1986)-  40 24 14.     (N)    095 35 56.     (W)     SCALED    
 LF1453* NAVD 88     -       271.487  (meters)     890.70   (feet)  ADJUSTED  
 LF1453  ___________________________________________________________________
 LF1453  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF1453  DYNAMIC HT  -         271.343 (meters)     890.23  (feet)  COMP
 LF1453  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 LF1453
 LF1453  VERT ORDER  -  FIRST     CLASS II
 LF1453
 LF1453.The horizontal coordinates were scaled from a topographic map and have
 LF1453.an estimated accuracy of +/- 6 seconds.
 LF1453
 LF1453.The orthometric height was determined by differential leveling
 LF1453.and adjusted by the National Geodetic Survey in June 1991..
 LF1453
 LF1453.The geoid height was determined by GEOID03.
 LF1453
 LF1453.The dynamic height is computed by dividing the NAVD 88
 LF1453.geopotential number by the normal gravity value computed on the
 LF1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1453.degrees latitude (g = 980.6199 gals.).
 LF1453
 LF1453.The modeled gravity was interpolated from observed gravity values.
 LF1453
 LF1453;                    North         East    Units  Estimated Accuracy
 LF1453;SPC MO W     -   470,890.      756,720.      MT  (+/- 180 meters Scaled)
 LF1453
 LF1453                          SUPERSEDED SURVEY CONTROL
 LF1453
 LF1453.No superseded survey control is available for this station.
 LF1453
 LF1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE794758(NAD 83)
 LF1453_MARKER: I = METAL ROD
 LF1453_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1453_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1453_STAMPING: B 342 1989
 LF1453_MARK LOGO: NGS   
 LF1453_PROJECTION: FLUSH
 LF1453_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LF1453+STABILITY: POSITION/ELEVATION WELL
 LF1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1453+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1453_ROD/PIPE-DEPTH: 25.4 meters
 LF1453_SLEEVE-DEPTH  : 5.0 meters
 LF1453
 LF1453  HISTORY     - Date     Condition        Report By
 LF1453  HISTORY     - 1989     MONUMENTED       NGS
 LF1453
 LF1453                          STATION DESCRIPTION
 LF1453
 LF1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1453'IN PHELPS CITY, AT THE INTERSECTION OF THE BURLINGTON NORTHERN
 LF1453'RAILROAD AND U.S. HIGHWAY 136, 33.0 M (108.3 FT) EAST OF THE
 LF1453'EXTENDED CENTER OF COUNTY ROAD U AND A DRIVEWAY LEADING NORTH TO THE
 LF1453'FOUR STATE CORN PROCESSORS INCORPORATED OFFICE, 22.6 M (74.1 FT)
 LF1453'NORTH OF THE CENTER OF THE HIGHWAY, 15.8 M (51.8 FT) WEST OF THE NEAR
 LF1453'RAIL, 1.2 M (3.9 FT) WEST OF A UTILITY POLE, 1.2 M (3.9 FT) BELOW THE
 LF1453'LEVEL OF THE HIGHWAY, AND 1.0 M (3.3 FT) SOUTHWEST OF A UTILITY POLE.
 LF1453'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1642 ***********************************************************************
 KE1642  DESIGNATION -  B 343
 KE1642  PID         -  KE1642
 KE1642  STATE/COUNTY-  MO/PLATTE
 KE1642  USGS QUAD   -  PARKVILLE (1991)
 KE1642
 KE1642                         *CURRENT SURVEY CONTROL
 KE1642  ___________________________________________________________________
 KE1642* NAD 83(1986)-  39 10 47.     (N)    094 39 34.     (W)     SCALED    
 KE1642* NAVD 88     -       229.331  (meters)     752.40   (feet)  ADJUSTED  
 KE1642  ___________________________________________________________________
 KE1642  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1642  DYNAMIC HT  -         229.184 (meters)     751.91  (feet)  COMP
 KE1642  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 KE1642
 KE1642  VERT ORDER  -  FIRST     CLASS II
 KE1642
 KE1642.The horizontal coordinates were scaled from a topographic map and have
 KE1642.an estimated accuracy of +/- 6 seconds.
 KE1642
 KE1642.The orthometric height was determined by differential leveling
 KE1642.and adjusted by the National Geodetic Survey in June 1991..
 KE1642
 KE1642.The geoid height was determined by GEOID03.
 KE1642
 KE1642.The dynamic height is computed by dividing the NAVD 88
 KE1642.geopotential number by the normal gravity value computed on the
 KE1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1642.degrees latitude (g = 980.6199 gals.).
 KE1642
 KE1642.The modeled gravity was interpolated from observed gravity values.
 KE1642
 KE1642;                    North         East    Units  Estimated Accuracy
 KE1642;SPC MO W     -   334,410.      836,220.      MT  (+/- 180 meters Scaled)
 KE1642
 KE1642                          SUPERSEDED SURVEY CONTROL
 KE1642
 KE1642.No superseded survey control is available for this station.
 KE1642
 KE1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD566380(NAD 83)
 KE1642_MARKER: I = METAL ROD
 KE1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1642_SP_SET: STAINLESS STEEL ROD
 KE1642_STAMPING: B 343 1989
 KE1642_MARK LOGO: NGS   
 KE1642_PROJECTION: FLUSH
 KE1642_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1642+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1642_ROD/PIPE-DEPTH: 16.0 meters
 KE1642
 KE1642  HISTORY     - Date     Condition        Report By
 KE1642  HISTORY     - 1989     MONUMENTED       NGS
 KE1642  HISTORY     - 20050704 GOOD             GEOCAC
 KE1642
 KE1642                          STATION DESCRIPTION
 KE1642
 KE1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1642'2.2 KM (1.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 FROM ITS
 KE1642'JUNCTION WITH STATE HIGHWAY FF IN PARKVILLE, 40.7 M (133.5 FT)
 KE1642'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.4 M (60.4 FT)
 KE1642'SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 4.5 M
 KE1642'(14.8 FT) SOUTHEAST OF THE CENTER OF A DOUBLE GATE, 0.6 M (2.0 FT)
 KE1642'NORTHWEST OF THE NORTHWEST GATE POST OF A SMALL GATE, 0.3 M (1.0 FT)
 KE1642'NORTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE
 KE1642'LEVEL OF THE TRACKS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KE1642'5-INCH LOGO CAP.
 KE1642
 KE1642                          STATION RECOVERY (2005)
 KE1642
 KE1642'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1642'HANDHELD GPS COORDINATES N39 10 47.9 W94 39 34.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1491 ***********************************************************************
 HD1491  DESIGNATION -  B 344
 HD1491  PID         -  HD1491
 HD1491  STATE/COUNTY-  MO/GREENE
 HD1491  USGS QUAD   -  BROOKLINE (1975)
 HD1491
 HD1491                         *CURRENT SURVEY CONTROL
 HD1491  ___________________________________________________________________
 HD1491* NAD 83(1986)-  37 10 14.     (N)    093 22 56.     (W)     SCALED    
 HD1491* NAVD 88     -       369.762  (meters)    1213.13   (feet)  ADJUSTED  
 HD1491  ___________________________________________________________________
 HD1491  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HD1491  DYNAMIC HT  -         369.461 (meters)    1212.14  (feet)  COMP
 HD1491  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HD1491
 HD1491  VERT ORDER  -  FIRST     CLASS II
 HD1491
 HD1491.The horizontal coordinates were scaled from a topographic map and have
 HD1491.an estimated accuracy of +/- 6 seconds.
 HD1491
 HD1491.The orthometric height was determined by differential leveling
 HD1491.and adjusted by the National Geodetic Survey in June 1991..
 HD1491
 HD1491.The geoid height was determined by GEOID03.
 HD1491
 HD1491.The dynamic height is computed by dividing the NAVD 88
 HD1491.geopotential number by the normal gravity value computed on the
 HD1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1491.degrees latitude (g = 980.6199 gals.).
 HD1491
 HD1491.The modeled gravity was interpolated from observed gravity values.
 HD1491
 HD1491;                    North         East    Units  Estimated Accuracy
 HD1491;SPC MO C     -   148,740.      421,650.      MT  (+/- 180 meters Scaled)
 HD1491
 HD1491                          SUPERSEDED SURVEY CONTROL
 HD1491
 HD1491  NGVD 29 (10/05/93)  369.609  (m)         1212.63   (f) ADJUSTED    1 2
 HD1491
 HD1491.Superseded values are not recommended for survey control.
 HD1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1491.See file dsdata.txt to determine how the superseded data were derived.
 HD1491
 HD1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB660138(NAD 83)
 HD1491_MARKER: DV = VERTICAL CONTROL DISK
 HD1491_SETTING: 66 = SET IN ROCK OUTCROP
 HD1491_SP_SET: IN A DRILL HOLE IN BEDROCK
 HD1491_STAMPING: B 344 1989
 HD1491_MARK LOGO: NGS   
 HD1491_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1491+STABILITY: POSITION/ELEVATION WELL
 HD1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1491+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1491
 HD1491  HISTORY     - Date     Condition        Report By
 HD1491  HISTORY     - 1989     MONUMENTED       NGS
 HD1491
 HD1491                          STATION DESCRIPTION
 HD1491
 HD1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1491'4.1 KM (2.55 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1491'WITH SOUTH GOLDEN AVENUE IN SPRINGFIELD, NEAR THE CENTER OF A 3 BY 4
 HD1491'FOOT AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25 MI) NORTHEAST OF THE
 HD1491'INTERSECTION OF FARM ROAD 156, 11.3 M (37.1 FT) NORTHWEST OF THE
 HD1491'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 6.6 M (21.7 FT)
 HD1491'SOUTHEAST OF A UTILITY POLE, 6.4 M (21.0 FT) SOUTHEAST OF A FENCE,
 HD1491'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND LEVEL WITH THE
 HD1491'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1632 ***********************************************************************
 KE1632  DESIGNATION -  B 345
 KE1632  PID         -  KE1632
 KE1632  STATE/COUNTY-  MO/PLATTE
 KE1632  USGS QUAD   -  PLATTE CITY (1975)
 KE1632
 KE1632                         *CURRENT SURVEY CONTROL
 KE1632  ___________________________________________________________________
 KE1632* NAD 83(1986)-  39 17 31.     (N)    094 50 30.     (W)     SCALED    
 KE1632* NAVD 88     -       232.376  (meters)     762.39   (feet)  ADJUSTED  
 KE1632  ___________________________________________________________________
 KE1632  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KE1632  DYNAMIC HT  -         232.229 (meters)     761.90  (feet)  COMP
 KE1632  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 KE1632
 KE1632  VERT ORDER  -  FIRST     CLASS II
 KE1632
 KE1632.The horizontal coordinates were scaled from a topographic map and have
 KE1632.an estimated accuracy of +/- 6 seconds.
 KE1632
 KE1632.The orthometric height was determined by differential leveling
 KE1632.and adjusted by the National Geodetic Survey in June 1991..
 KE1632
 KE1632.The geoid height was determined by GEOID03.
 KE1632
 KE1632.The dynamic height is computed by dividing the NAVD 88
 KE1632.geopotential number by the normal gravity value computed on the
 KE1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1632.degrees latitude (g = 980.6199 gals.).
 KE1632
 KE1632.The modeled gravity was interpolated from observed gravity values.
 KE1632
 KE1632;                    North         East    Units  Estimated Accuracy
 KE1632;SPC MO W     -   346,910.      820,530.      MT  (+/- 180 meters Scaled)
 KE1632
 KE1632                          SUPERSEDED SURVEY CONTROL
 KE1632
 KE1632.No superseded survey control is available for this station.
 KE1632
 KE1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD411507(NAD 83)
 KE1632_MARKER: I = METAL ROD
 KE1632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1632_SP_SET: STAINLESS STEEL ROD
 KE1632_STAMPING: B 345 1989
 KE1632_MARK LOGO: NGS   
 KE1632_PROJECTION: FLUSH
 KE1632_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1632+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1632_ROD/PIPE-DEPTH: 10.8 meters
 KE1632
 KE1632  HISTORY     - Date     Condition        Report By
 KE1632  HISTORY     - 1989     MONUMENTED       NGS
 KE1632  HISTORY     - 19990519 GOOD             MODNR
 KE1632  HISTORY     - 20050704 MARK NOT FOUND   GEOCAC
 KE1632
 KE1632                          STATION DESCRIPTION
 KE1632
 KE1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1632'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM ITS JUNCTION
 KE1632'WITH MAIN STREET IN FARLEY, 14.7 M (48.2 FT) WEST OF THE CENTERLINE
 KE1632'OF THE HIGHWAY, 12.2 M (40.0 FT) SOUTH OF THE CENTER OF BERIEK LANE,
 KE1632'6.3 M (20.7 FT) EAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 KE1632'RAILROAD, 1.2 M (3.9 FT) SOUTH OF A UTILITY POLE, 0.6 M (2.0 FT)
 KE1632'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 KE1632'POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1632
 KE1632                          STATION RECOVERY (1999)
 KE1632
 KE1632'RECOVERY NOTE BY MO DEPT OF NAT RES 1999 (MJC)
 KE1632'RECOVERED IN GOOD CONDITION.
 KE1632
 KE1632                          STATION RECOVERY (2005)
 KE1632
 KE1632'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1421 ***********************************************************************
 HD1421  DESIGNATION -  B 346
 HD1421  PID         -  HD1421
 HD1421  STATE/COUNTY-  MO/TEXAS
 HD1421  USGS QUAD   -  CABOOL NW (1985)
 HD1421
 HD1421                         *CURRENT SURVEY CONTROL
 HD1421  ___________________________________________________________________
 HD1421* NAD 83(1986)-  37 08 42.     (N)    092 10 44.     (W)     SCALED    
 HD1421* NAVD 88     -       445.471  (meters)    1461.52   (feet)  ADJUSTED  
 HD1421  ___________________________________________________________________
 HD1421  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HD1421  DYNAMIC HT  -         445.102 (meters)    1460.31  (feet)  COMP
 HD1421  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 HD1421
 HD1421  VERT ORDER  -  FIRST     CLASS II
 HD1421
 HD1421.The horizontal coordinates were scaled from a topographic map and have
 HD1421.an estimated accuracy of +/- 6 seconds.
 HD1421
 HD1421.The orthometric height was determined by differential leveling
 HD1421.and adjusted by the National Geodetic Survey in June 1991..
 HD1421
 HD1421.The geoid height was determined by GEOID03.
 HD1421
 HD1421.The dynamic height is computed by dividing the NAVD 88
 HD1421.geopotential number by the normal gravity value computed on the
 HD1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1421.degrees latitude (g = 980.6199 gals.).
 HD1421
 HD1421.The modeled gravity was interpolated from observed gravity values.
 HD1421
 HD1421;                    North         East    Units  Estimated Accuracy
 HD1421;SPC MO C     -   145,590.      528,530.      MT  (+/- 180 meters Scaled)
 HD1421
 HD1421                          SUPERSEDED SURVEY CONTROL
 HD1421
 HD1421  NGVD 29 (10/05/93)  445.291  (m)         1460.93   (f) ADJUSTED    1 2
 HD1421
 HD1421.Superseded values are not recommended for survey control.
 HD1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1421.See file dsdata.txt to determine how the superseded data were derived.
 HD1421
 HD1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB729112(NAD 83)
 HD1421_MARKER: I = METAL ROD
 HD1421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1421_SP_SET: STAINLESS STEEL ROD
 HD1421_STAMPING: B 346 1989
 HD1421_MARK LOGO: NGS   
 HD1421_PROJECTION: FLUSH
 HD1421_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1421+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1421_ROD/PIPE-DEPTH: 3.8  meters
 HD1421
 HD1421  HISTORY     - Date     Condition        Report By
 HD1421  HISTORY     - 1989     MONUMENTED       NGS
 HD1421
 HD1421                          STATION DESCRIPTION
 HD1421
 HD1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1421'3.8 KM (2.35 MI) WESTERLY ALONG OZARK AVENUE AND U.S.HIGHWAY 60
 HD1421'BUSINESS FROM ITS JUNCTION WITH ELM STREET IN CABOOL, THENCE 3.7 KM
 HD1421'(2.30 MI) WESTERLY ALONG U.S.HIGHWAY 60, 26.2 M (86.0 FT) NORTH OF
 HD1421'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 26.0 M (85.3
 HD1421'FT) SOUTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 HD1421'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 HD1421'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1447 ***********************************************************************
 HD1447  DESIGNATION -  B 347
 HD1447  PID         -  HD1447
 HD1447  STATE/COUNTY-  MO/WRIGHT
 HD1447  USGS QUAD   -  CEDAR GAP (1985)
 HD1447
 HD1447                         *CURRENT SURVEY CONTROL
 HD1447  ___________________________________________________________________
 HD1447* NAD 83(1986)-  37 07 04.     (N)    092 40 50.     (W)     SCALED    
 HD1447* NAVD 88     -       505.187  (meters)    1657.43   (feet)  ADJUSTED  
 HD1447  ___________________________________________________________________
 HD1447  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HD1447  DYNAMIC HT  -         504.771 (meters)    1656.07  (feet)  COMP
 HD1447  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 HD1447
 HD1447  VERT ORDER  -  FIRST     CLASS II
 HD1447
 HD1447.The horizontal coordinates were scaled from a topographic map and have
 HD1447.an estimated accuracy of +/- 6 seconds.
 HD1447
 HD1447.The orthometric height was determined by differential leveling
 HD1447.and adjusted by the National Geodetic Survey in June 1991..
 HD1447
 HD1447.The geoid height was determined by GEOID03.
 HD1447
 HD1447.The dynamic height is computed by dividing the NAVD 88
 HD1447.geopotential number by the normal gravity value computed on the
 HD1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1447.degrees latitude (g = 980.6199 gals.).
 HD1447
 HD1447.The modeled gravity was interpolated from observed gravity values.
 HD1447
 HD1447;                    North         East    Units  Estimated Accuracy
 HD1447;SPC MO C     -   142,540.      483,950.      MT  (+/- 180 meters Scaled)
 HD1447
 HD1447                          SUPERSEDED SURVEY CONTROL
 HD1447
 HD1447  NGVD 29 (10/05/93)  505.025  (m)         1656.90   (f) ADJUSTED    1 2
 HD1447
 HD1447.Superseded values are not recommended for survey control.
 HD1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1447.See file dsdata.txt to determine how the superseded data were derived.
 HD1447
 HD1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB283079(NAD 83)
 HD1447_MARKER: I = METAL ROD
 HD1447_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1447+WITH SETTING: INFORMATION.
 HD1447_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1447_STAMPING: B 347 1989
 HD1447_MARK LOGO: NGS   
 HD1447_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1447+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1447
 HD1447  HISTORY     - Date     Condition        Report By
 HD1447  HISTORY     - 1989     MONUMENTED       NGS
 HD1447
 HD1447                          STATION DESCRIPTION
 HD1447
 HD1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1447'8.2 KM (5.10 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1447'WITH COUNTY ROAD C IN SEYMOUR, A METAL ROD DRIVEN TO REFUSAL AT 1.4 M
 HD1447'AND FLUSH WITH THE GROUND, 0.6 KM (0.35 MI) WEST OF THE INTERSECTION
 HD1447'OF COUNTY ROAD O, 0.3 KM (0.20 MI) EAST OF THE WRIGHT AND WEBSTER
 HD1447'COUNTY LINE, 25.7 M (84.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 HD1447'WESTBOUND LANES OF THE HIGHWAY, 8.9 M (29.2 FT) SOUTHEAST OF UTILITY
 HD1447'POLE NUMBER 342 WITH 2 GUY WIRES, 7.3 M (24.0 FT) NORTHWEST OF
 HD1447'UTILITY PEDESTAL NUMBER 342-1, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 HD1447'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 HD1447'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0955 ***********************************************************************
 GF0955  DESIGNATION -  B 348
 GF0955  PID         -  GF0955
 GF0955  STATE/COUNTY-  MO/LAWRENCE
 GF0955  USGS QUAD   -  VERONA (1972)
 GF0955
 GF0955                         *CURRENT SURVEY CONTROL
 GF0955  ___________________________________________________________________
 GF0955* NAD 83(1986)-  36 57 48.     (N)    093 47 46.     (W)     SCALED    
 GF0955* NAVD 88     -       388.727  (meters)    1275.35   (feet)  ADJUSTED  
 GF0955  ___________________________________________________________________
 GF0955  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GF0955  DYNAMIC HT  -         388.400 (meters)    1274.28  (feet)  COMP
 GF0955  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 GF0955
 GF0955  VERT ORDER  -  FIRST     CLASS II
 GF0955
 GF0955.The horizontal coordinates were scaled from a topographic map and have
 GF0955.an estimated accuracy of +/- 6 seconds.
 GF0955
 GF0955.The orthometric height was determined by differential leveling
 GF0955.and adjusted by the National Geodetic Survey in June 1991..
 GF0955
 GF0955.The geoid height was determined by GEOID03.
 GF0955
 GF0955.The dynamic height is computed by dividing the NAVD 88
 GF0955.geopotential number by the normal gravity value computed on the
 GF0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0955.degrees latitude (g = 980.6199 gals.).
 GF0955
 GF0955.The modeled gravity was interpolated from observed gravity values.
 GF0955
 GF0955;                    North         East    Units  Estimated Accuracy
 GF0955;SPC MO W     -    88,630.      912,680.      MT  (+/- 180 meters Scaled)
 GF0955
 GF0955                          SUPERSEDED SURVEY CONTROL
 GF0955
 GF0955  NGVD 29 (10/05/93)  388.560  (m)         1274.80   (f) ADJUSTED    1 2
 GF0955
 GF0955.Superseded values are not recommended for survey control.
 GF0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0955.See file dsdata.txt to determine how the superseded data were derived.
 GF0955
 GF0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA291911(NAD 83)
 GF0955_MARKER: I = METAL ROD
 GF0955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GF0955_SP_SET: STAINLESS STEEL ROD
 GF0955_STAMPING: B 348 1989
 GF0955_MARK LOGO: NGS   
 GF0955_PROJECTION: FLUSH
 GF0955_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0955+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2002
 GF0955_ROD/PIPE-DEPTH: 3.2  meters
 GF0955
 GF0955  HISTORY     - Date     Condition        Report By
 GF0955  HISTORY     - 1989     MONUMENTED       NGS
 GF0955  HISTORY     - 20021227 GOOD             GEOCAC
 GF0955
 GF0955                          STATION DESCRIPTION
 GF0955
 GF0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0955'IN VERONA, AT THE INTERSECTION OF 3RD AND WASHINGTON STREETS, 45.1 M
 GF0955'(148.0 FT) SOUTH OF THE CENTER OF WASHINGTON STREET, 17.0 M (55.8 FT)
 GF0955'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE AT 108 3RD STREET, 9.3 M
 GF0955'(30.5 FT) EAST OF THE CENTER OF 3RD STREET, 0.9 M (3.0 FT) NORTH OF A
 GF0955'UTILITY POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF 3RD STREET.
 GF0955'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GF0955
 GF0955                          STATION RECOVERY (2002)
 GF0955
 GF0955'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0975 ***********************************************************************
 GF0975  DESIGNATION -  B 349
 GF0975  PID         -  GF0975
 GF0975  STATE/COUNTY-  MO/BARRY
 GF0975  USGS QUAD   -  SELIGMAN (1974)
 GF0975
 GF0975                         *CURRENT SURVEY CONTROL
 GF0975  ___________________________________________________________________
 GF0975* NAD 83(1986)-  36 32 02.     (N)    093 57 19.     (W)     SCALED    
 GF0975* NAVD 88     -       465.112  (meters)    1525.95   (feet)  ADJUSTED  
 GF0975  ___________________________________________________________________
 GF0975  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GF0975  DYNAMIC HT  -         464.702 (meters)    1524.61  (feet)  COMP
 GF0975  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 GF0975
 GF0975  VERT ORDER  -  FIRST     CLASS II
 GF0975
 GF0975.The horizontal coordinates were scaled from a topographic map and have
 GF0975.an estimated accuracy of +/- 6 seconds.
 GF0975
 GF0975.The orthometric height was determined by differential leveling
 GF0975.and adjusted by the National Geodetic Survey in June 1991..
 GF0975
 GF0975.The geoid height was determined by GEOID03.
 GF0975
 GF0975.The dynamic height is computed by dividing the NAVD 88
 GF0975.geopotential number by the normal gravity value computed on the
 GF0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0975.degrees latitude (g = 980.6199 gals.).
 GF0975
 GF0975.The modeled gravity was interpolated from observed gravity values.
 GF0975
 GF0975;                    North         East    Units  Estimated Accuracy
 GF0975;SPC MO W     -    40,890.      898,780.      MT  (+/- 180 meters Scaled)
 GF0975
 GF0975                          SUPERSEDED SURVEY CONTROL
 GF0975
 GF0975  NGVD 29 (10/05/93)  464.947  (m)         1525.41   (f) ADJUSTED    1 2
 GF0975
 GF0975.Superseded values are not recommended for survey control.
 GF0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0975.See file dsdata.txt to determine how the superseded data were derived.
 GF0975
 GF0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA144435(NAD 83)
 GF0975_MARKER: I = METAL ROD
 GF0975_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GF0975+WITH SETTING: INFORMATION.
 GF0975_SP_SET: METAL ROD DRIVEN INTO GROUND
 GF0975_STAMPING: B 349 1989
 GF0975_MARK LOGO: NGS   
 GF0975_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0975+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0975
 GF0975  HISTORY     - Date     Condition        Report By
 GF0975  HISTORY     - 1989     MONUMENTED       NGS
 GF0975
 GF0975                          STATION DESCRIPTION
 GF0975
 GF0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0975'2.0 KM (1.25 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 GF0975'WITH STATE HIGHWAY 112 IN SELIGMAN, A METAL ROD DRIVEN TO REFUSAL AT
 GF0975'1.1 M AND FLUSH WITH GROUND, 32.0 M (105.0 FT) SOUTHEAST OF A UTILITY
 GF0975'POLE WITH 2 GUY WIRES, 15.7 M (51.5 FT) SOUTHWEST OF THE CENTERLINE
 GF0975'OF THE HIGHWAY, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 GF0975'0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 GF0975'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1123 ***********************************************************************
 GE1123  DESIGNATION -  B 350
 GE1123  PID         -  GE1123
 GE1123  STATE/COUNTY-  MO/HOWELL
 GE1123  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE1123
 GE1123                         *CURRENT SURVEY CONTROL
 GE1123  ___________________________________________________________________
 GE1123* NAD 83(1986)-  36 59 44.     (N)    091 59 26.     (W)     SCALED    
 GE1123* NAVD 88     -       408.237  (meters)    1339.36   (feet)  ADJUSTED  
 GE1123  ___________________________________________________________________
 GE1123  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GE1123  DYNAMIC HT  -         407.896 (meters)    1338.24  (feet)  COMP
 GE1123  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GE1123
 GE1123  VERT ORDER  -  FIRST     CLASS II
 GE1123
 GE1123.The horizontal coordinates were scaled from a topographic map and have
 GE1123.an estimated accuracy of +/- 6 seconds.
 GE1123
 GE1123.The orthometric height was determined by differential leveling
 GE1123.and adjusted by the National Geodetic Survey in June 1991..
 GE1123
 GE1123.The geoid height was determined by GEOID03.
 GE1123
 GE1123.The dynamic height is computed by dividing the NAVD 88
 GE1123.geopotential number by the normal gravity value computed on the
 GE1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1123.degrees latitude (g = 980.6199 gals.).
 GE1123
 GE1123.The modeled gravity was interpolated from observed gravity values.
 GE1123
 GE1123;                    North         East    Units  Estimated Accuracy
 GE1123;SPC MO C     -   129,080.      545,350.      MT  (+/- 180 meters Scaled)
 GE1123
 GE1123                          SUPERSEDED SURVEY CONTROL
 GE1123
 GE1123  NGVD 29 (10/05/93)  408.068  (m)         1338.80   (f) ADJUSTED    1 2
 GE1123
 GE1123.Superseded values are not recommended for survey control.
 GE1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1123.See file dsdata.txt to determine how the superseded data were derived.
 GE1123
 GE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA898948(NAD 83)
 GE1123_MARKER: I = METAL ROD
 GE1123_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1123_SP_SET: STAINLESS STEEL ROD
 GE1123_STAMPING: B 350 1990
 GE1123_MARK LOGO: NGS   
 GE1123_PROJECTION: PROJECTING 8 CENTIMETERS
 GE1123_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1123+STABILITY: POSITION/ELEVATION WELL
 GE1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1123+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 GE1123_ROD/PIPE-DEPTH: 15.0 meters
 GE1123
 GE1123  HISTORY     - Date     Condition        Report By
 GE1123  HISTORY     - 1990     MONUMENTED       NGS
 GE1123  HISTORY     - 19971223 GOOD             MODNR
 GE1123  HISTORY     - 20060323 GOOD             MODNR
 GE1123
 GE1123                          STATION DESCRIPTION
 GE1123
 GE1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1123'18.0 KM (11.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 60 FROM THE
 GE1123'JUNCTION OF STATE HIGHWAY 181 IN CABOOL, 53.2 M (174.5 FT) SOUTH OF
 GE1123'T-FENCE CORNER, 24.0 M (78.7 FT) EAST OF THE HIGHWAY CENTERLINE, 4.0
 GE1123'M (13.1 FT) NORTH OF A T-FENCE CORNER, 3.2 M (10.5 FT) NORTH OF A
 GE1123'UTILITY POLE WITH 2 GUY WIRES AND LINES CROSSING THE HIGHWAY, 1.2 M
 GE1123'(3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A
 GE1123'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GE1123'5-INCH LOGO CAP.
 GE1123
 GE1123                          STATION RECOVERY (1997)
 GE1123
 GE1123'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (BDC)
 GE1123'RECOVERED IN GOOD CONDITION.
 GE1123
 GE1123                          STATION RECOVERY (2006)
 GE1123
 GE1123'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1147 ***********************************************************************
 GE1147  DESIGNATION -  B 351
 GE1147  PID         -  GE1147
 GE1147  STATE/COUNTY-  MO/HOWELL
 GE1147  USGS QUAD   -  WEST PLAINS (1983)
 GE1147
 GE1147                         *CURRENT SURVEY CONTROL
 GE1147  ___________________________________________________________________
 GE1147* NAD 83(1986)-  36 40 36.     (N)    091 46 37.     (W)     SCALED    
 GE1147* NAVD 88     -       288.252  (meters)     945.71   (feet)  ADJUSTED  
 GE1147  ___________________________________________________________________
 GE1147  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GE1147  DYNAMIC HT  -         288.010 (meters)     944.91  (feet)  COMP
 GE1147  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 GE1147
 GE1147  VERT ORDER  -  FIRST     CLASS II
 GE1147
 GE1147.The horizontal coordinates were scaled from a topographic map and have
 GE1147.an estimated accuracy of +/- 6 seconds.
 GE1147
 GE1147.The orthometric height was determined by differential leveling
 GE1147.and adjusted by the National Geodetic Survey in June 1991..
 GE1147
 GE1147.The geoid height was determined by GEOID03.
 GE1147
 GE1147.The dynamic height is computed by dividing the NAVD 88
 GE1147.geopotential number by the normal gravity value computed on the
 GE1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1147.degrees latitude (g = 980.6199 gals.).
 GE1147
 GE1147.The modeled gravity was interpolated from observed gravity values.
 GE1147
 GE1147;                    North         East    Units  Estimated Accuracy
 GE1147;SPC MO C     -    93,820.      564,630.      MT  (+/- 180 meters Scaled)
 GE1147
 GE1147                          SUPERSEDED SURVEY CONTROL
 GE1147
 GE1147  NGVD 29 (10/05/93)  288.104  (m)          945.22   (f) ADJUSTED    1 2
 GE1147
 GE1147.Superseded values are not recommended for survey control.
 GE1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1147.See file dsdata.txt to determine how the superseded data were derived.
 GE1147
 GE1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA092597(NAD 83)
 GE1147_MARKER: I = METAL ROD
 GE1147_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1147+WITH SETTING: INFORMATION.
 GE1147_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1147_STAMPING: B 351 1990
 GE1147_MARK LOGO: NGS   
 GE1147_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1147+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2006
 GE1147
 GE1147  HISTORY     - Date     Condition        Report By
 GE1147  HISTORY     - 1990     MONUMENTED       NGS
 GE1147  HISTORY     - 20060208 GOOD             MODNR
 GE1147
 GE1147                          STATION DESCRIPTION
 GE1147
 GE1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1147'6.6 KM (4.1 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 63 FROM THE SOUTH
 GE1147'JUNCTION OF U.S. HIGHWAY 63 BUSINESS (BILL VIRDON BOULEVARD) IN WEST
 GE1147'PLAINS, 25.0 M (82.0 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY
 GE1147'CENTERLINE, 14.6 M (47.9 FT) EAST OF THE CENTERLINE OF COUNTY ROAD
 GE1147'903, 7.1 M (23.3 FT) SOUTHWEST OF UNDERGROUND CABLE JUNCTION BOX
 GE1147'NUMBER 4S 2, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
 GE1147'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 GE1147'ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 3.0 METERS AND PROJECTS .05
 GE1147'CM.
 GE1147
 GE1147                          STATION RECOVERY (2006)
 GE1147
 GE1147'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1147'THE AUTONOMOUS HAD HELD POSITIONS IS LAT 39 40 36.4 LONG 91 46 37.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0184 ***********************************************************************
 JD0184  DESIGNATION -  B 37
 JD0184  PID         -  JD0184
 JD0184  STATE/COUNTY-  MO/COLE
 JD0184  USGS QUAD   -  WESTPHALIA WEST (1987)
 JD0184
 JD0184                         *CURRENT SURVEY CONTROL
 JD0184  ___________________________________________________________________
 JD0184* NAD 83(1986)-  38 29 36.     (N)    092 00 34.     (W)     SCALED    
 JD0184* NAVD 88     -       168.038  (meters)     551.30   (feet)  ADJUSTED  
 JD0184  ___________________________________________________________________
 JD0184  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD0184  DYNAMIC HT  -         167.924 (meters)     550.93  (feet)  COMP
 JD0184  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 JD0184
 JD0184  VERT ORDER  -  FIRST     CLASS II
 JD0184
 JD0184.The horizontal coordinates were scaled from a topographic map and have
 JD0184.an estimated accuracy of +/- 6 seconds.
 JD0184
 JD0184.The orthometric height was determined by differential leveling
 JD0184.and adjusted by the National Geodetic Survey in June 1991..
 JD0184
 JD0184.The geoid height was determined by GEOID03.
 JD0184
 JD0184.The dynamic height is computed by dividing the NAVD 88
 JD0184.geopotential number by the normal gravity value computed on the
 JD0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0184.degrees latitude (g = 980.6199 gals.).
 JD0184
 JD0184.The modeled gravity was interpolated from observed gravity values.
 JD0184
 JD0184;                    North         East    Units  Estimated Accuracy
 JD0184;SPC MO C     -   295,300.      542,790.      MT  (+/- 180 meters Scaled)
 JD0184
 JD0184                          SUPERSEDED SURVEY CONTROL
 JD0184
 JD0184  NGVD 29 (??/??/92)  168.02   (m)          551.2    (f) COMPUTED    1 2
 JD0184
 JD0184.Superseded values are not recommended for survey control.
 JD0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0184.See file dsdata.txt to determine how the superseded data were derived.
 JD0184
 JD0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC863610(NAD 83)
 JD0184_MARKER: DB = BENCH MARK DISK
 JD0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0184_SP_SET: BRIDGE ABUTMENT
 JD0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0184
 JD0184  HISTORY     - Date     Condition        Report By
 JD0184  HISTORY     - UNK      MONUMENTED       CGS
 JD0184  HISTORY     - 1934     GOOD             NGS
 JD0184
 JD0184                          STATION DESCRIPTION
 JD0184
 JD0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0184'2.9 MI E FROM SHUBERT.
 JD0184'2.9 MILES EAST BY HIGHWAY.  LOCATED ON THE R. OF W. OF U.S.
 JD0184'HIGHWAY NO. 50.  SET IN THE TOP OF THE SOUTH END OF THE WEST
 JD0184'ABUTMENT OF HIGHWAY BRIDGE OVER THE OSAGE RIVER.  11.4 FT. SOUTH
 JD0184'OF THE CENTER LINE OF THE HIGHWAY.  9 IN ABOVE THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0185 ***********************************************************************
 JD0185  DESIGNATION -  B 37 RESET
 JD0185  PID         -  JD0185
 JD0185  STATE/COUNTY-  MO/COLE
 JD0185  USGS QUAD   -  WESTPHALIA WEST (1987)
 JD0185
 JD0185                         *CURRENT SURVEY CONTROL
 JD0185  ___________________________________________________________________
 JD0185* NAD 83(1986)-  38 29 36.     (N)    092 00 34.     (W)     SCALED    
 JD0185* NAVD 88     -       171.168  (meters)     561.57   (feet)  ADJUSTED  
 JD0185  ___________________________________________________________________
 JD0185  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD0185  DYNAMIC HT  -         171.051 (meters)     561.19  (feet)  COMP
 JD0185  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 JD0185
 JD0185  VERT ORDER  -  FIRST     CLASS II
 JD0185
 JD0185.The horizontal coordinates were scaled from a topographic map and have
 JD0185.an estimated accuracy of +/- 6 seconds.
 JD0185
 JD0185.The orthometric height was determined by differential leveling
 JD0185.and adjusted by the National Geodetic Survey in June 1991..
 JD0185
 JD0185.The geoid height was determined by GEOID03.
 JD0185
 JD0185.The dynamic height is computed by dividing the NAVD 88
 JD0185.geopotential number by the normal gravity value computed on the
 JD0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0185.degrees latitude (g = 980.6199 gals.).
 JD0185
 JD0185.The modeled gravity was interpolated from observed gravity values.
 JD0185
 JD0185;                    North         East    Units  Estimated Accuracy
 JD0185;SPC MO C     -   295,300.      542,790.      MT  (+/- 180 meters Scaled)
 JD0185
 JD0185                          SUPERSEDED SURVEY CONTROL
 JD0185
 JD0185.No superseded survey control is available for this station.
 JD0185
 JD0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC863610(NAD 83)
 JD0185_MARKER: DB = BENCH MARK DISK
 JD0185_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JD0185_SP_SET: ABUTMENT
 JD0185_STAMPING: B 37 1934 RESET 1960
 JD0185_MARK LOGO: CGS   
 JD0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0185
 JD0185  HISTORY     - Date     Condition        Report By
 JD0185  HISTORY     - 1960     MONUMENTED       CGS
 JD0185  HISTORY     - 1986     GOOD             NGS
 JD0185  HISTORY     - 19890718 GOOD             NGS
 JD0185
 JD0185                          STATION DESCRIPTION
 JD0185
 JD0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JD0185'2.9 MI E FROM SCHUBERT.
 JD0185'THIS MARK IS LOCATED 2.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM
 JD0185'SCHUBERT, AT THE BRIDGE OVER THE OSAGE RIVER, IN THE TOP OF
 JD0185'THE SOUTH END OF THE WEST CONCRETE ABUTMENT, 17.3 FEET SOUTH
 JD0185'OF THE CENTER OF THE HIGHWAY AND ABOUT 9 INCHES HIGHER THAN
 JD0185'THE PAVEMENT.
 JD0185
 JD0185                          STATION RECOVERY (1986)
 JD0185
 JD0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0185'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.0 KM
 JD0185'(11.8 MI) EASTERLY ALONG U.S. 50 FROM ITS JUNCTION WITH U.S. HIGHWAY
 JD0185'54 IN JEFFERSON CITY, IN THE SOUTH END OF THE WEST CONCRETE ABUTMENT
 JD0185'OF A HIGHWAY BRIDGE SPANNING THE OSAGE RIVER, 5.0 M (16.4 FT) SOUTH OF
 JD0185'THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF
 JD0185'THE ABUTMENT.
 JD0185'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JD0185
 JD0185                          STATION RECOVERY (1989)
 JD0185
 JD0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0567 ***********************************************************************
 GF0567  DESIGNATION -  B 4
 GF0567  PID         -  GF0567
 GF0567  STATE/COUNTY-  MO/BARRY
 GF0567  USGS QUAD   -  MONETT (1972)
 GF0567
 GF0567                         *CURRENT SURVEY CONTROL
 GF0567  ___________________________________________________________________
 GF0567* NAD 83(1986)-  36 55 14.     (N)    093 55 27.     (W)     SCALED    
 GF0567* NAVD 88     -       395.320  (meters)    1296.98   (feet)  ADJUSTED  
 GF0567  ___________________________________________________________________
 GF0567  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GF0567  DYNAMIC HT  -         394.988 (meters)    1295.89  (feet)  COMP
 GF0567  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 GF0567
 GF0567  VERT ORDER  -  FIRST     CLASS II
 GF0567
 GF0567.The horizontal coordinates were scaled from a topographic map and have
 GF0567.an estimated accuracy of +/- 6 seconds.
 GF0567
 GF0567.The orthometric height was determined by differential leveling
 GF0567.and adjusted by the National Geodetic Survey in June 1991..
 GF0567
 GF0567.The geoid height was determined by GEOID03.
 GF0567
 GF0567.The dynamic height is computed by dividing the NAVD 88
 GF0567.geopotential number by the normal gravity value computed on the
 GF0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0567.degrees latitude (g = 980.6199 gals.).
 GF0567
 GF0567.The modeled gravity was interpolated from observed gravity values.
 GF0567
 GF0567;                    North         East    Units  Estimated Accuracy
 GF0567;SPC MO W     -    83,810.      901,310.      MT  (+/- 180 meters Scaled)
 GF0567
 GF0567                          SUPERSEDED SURVEY CONTROL
 GF0567
 GF0567  NGVD 29 (??/??/92)  395.156  (m)         1296.44   (f) ADJ UNCH    1 2
 GF0567
 GF0567.Superseded values are not recommended for survey control.
 GF0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0567.See file dsdata.txt to determine how the superseded data were derived.
 GF0567
 GF0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA176864(NAD 83)
 GF0567_MARKER: DB = BENCH MARK DISK
 GF0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0567_SP_SET: BUILDING
 GF0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0567+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 GF0567
 GF0567  HISTORY     - Date     Condition        Report By
 GF0567  HISTORY     - UNK      MONUMENTED       CGS
 GF0567  HISTORY     - 1928     GOOD             NGS
 GF0567  HISTORY     - 20021206 GOOD             GEOCAC
 GF0567
 GF0567                          STATION DESCRIPTION
 GF0567
 GF0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GF0567'AT MONETT.
 GF0567'LOCATED AT THE NORTH WEST CORNER OF THE INTERSECTION OF BROADWAY
 GF0567'AND FOURTH STREETS, IN THE CITY OF MONETT, MO.  MARK IS IN THE
 GF0567'FIRST NATIONAL BANK BUILDING, IN THE NORTH END OF THE FIRST
 GF0567'STEP AT THE EAST ENTRANCE AT THE SE CORNER OF SAID BANK BUILDING.
 GF0567
 GF0567                          STATION RECOVERY (2002)
 GF0567
 GF0567'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0765 ***********************************************************************
 JD0765  DESIGNATION -  B 4 B 1
 JD0765  PID         -  JD0765
 JD0765  STATE/COUNTY-  MO/COOPER
 JD0765  USGS QUAD   -  NELSON (1979)
 JD0765
 JD0765                         *CURRENT SURVEY CONTROL
 JD0765  ___________________________________________________________________
 JD0765* NAD 83(1986)-  38 57 31.     (N)    093 01 54.     (W)     SCALED    
 JD0765* NAVD 88     -       239.869  (meters)     786.97   (feet)  ADJUSTED  
 JD0765  ___________________________________________________________________
 JD0765  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD0765  DYNAMIC HT  -         239.718 (meters)     786.47  (feet)  COMP
 JD0765  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JD0765
 JD0765  VERT ORDER  -  SECOND    CLASS 0
 JD0765
 JD0765.The horizontal coordinates were scaled from a topographic map and have
 JD0765.an estimated accuracy of +/- 6 seconds.
 JD0765
 JD0765.The orthometric height was determined by differential leveling
 JD0765.and adjusted by the National Geodetic Survey in June 1991..
 JD0765
 JD0765.The geoid height was determined by GEOID03.
 JD0765
 JD0765.The dynamic height is computed by dividing the NAVD 88
 JD0765.geopotential number by the normal gravity value computed on the
 JD0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0765.degrees latitude (g = 980.6199 gals.).
 JD0765
 JD0765.The modeled gravity was interpolated from observed gravity values.
 JD0765
 JD0765;                    North         East    Units  Estimated Accuracy
 JD0765;SPC MO C     -   346,970.      453,920.      MT  (+/- 180 meters Scaled)
 JD0765
 JD0765                          SUPERSEDED SURVEY CONTROL
 JD0765
 JD0765  NGVD 29 (??/??/92)  239.79   (m)          786.7    (f) COMPUTED    2 0
 JD0765
 JD0765.Superseded values are not recommended for survey control.
 JD0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0765.See file dsdata.txt to determine how the superseded data were derived.
 JD0765
 JD0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD972121(NAD 83)
 JD0765_MARKER: DZ = AZIMUTH MARK DISK
 JD0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0765+STABILITY: SURFACE MOTION
 JD0765
 JD0765  HISTORY     - Date     Condition        Report By
 JD0765  HISTORY     - UNK      MONUMENTED       DOD
 JD0765  HISTORY     - 1962     GOOD             NGS
 JD0765
 JD0765                          STATION DESCRIPTION
 JD0765
 JD0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0765'18.9 MI W FROM BOONVILLE.
 JD0765'ABOUT 2.7 MILE SOUTHWEST ALONG MISSOURI KANSAS TEXAS RAILROAD
 JD0765'FROM THE STATION AT BOONVILLE, THENCE 5.7 MILE WEST ALONG STATE
 JD0765'HIGHWAY 41, THENCE 3.2 MILE WEST ALONG U.S. HIGHWAY 40 AND
 JD0765'INTERSTATE 70, THENCE 6.9 MILE WEST ALONG OLD HIGHWAY 40, THENCE
 JD0765'0.35 MILE NORTH ALONG A DIRT ROAD, THENCE 0.15 MILE EAST ACROSS
 JD0765'A PASTURE TO PEDESTAL, ABOUT 15 FEET ABOVE THE LEVEL OF THE ROAD,
 JD0765'A 1 1/2 X 4 CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.
 JD0765'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0766 ***********************************************************************
 JD0766  DESIGNATION -  B 4 B 2
 JD0766  PID         -  JD0766
 JD0766  STATE/COUNTY-  MO/COOPER
 JD0766  USGS QUAD   -  NELSON (1979)
 JD0766
 JD0766                         *CURRENT SURVEY CONTROL
 JD0766  ___________________________________________________________________
 JD0766* NAD 83(1986)-  38 57 15.     (N)    093 01 50.     (W)     SCALED    
 JD0766* NAVD 88     -       247.061  (meters)     810.57   (feet)  ADJUSTED  
 JD0766  ___________________________________________________________________
 JD0766  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD0766  DYNAMIC HT  -         246.904 (meters)     810.05  (feet)  COMP
 JD0766  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 JD0766
 JD0766  VERT ORDER  -  SECOND    CLASS 0
 JD0766
 JD0766.The horizontal coordinates were scaled from a topographic map and have
 JD0766.an estimated accuracy of +/- 6 seconds.
 JD0766
 JD0766.The orthometric height was determined by differential leveling
 JD0766.and adjusted by the National Geodetic Survey in June 1991..
 JD0766
 JD0766.The geoid height was determined by GEOID03.
 JD0766
 JD0766.The dynamic height is computed by dividing the NAVD 88
 JD0766.geopotential number by the normal gravity value computed on the
 JD0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0766.degrees latitude (g = 980.6199 gals.).
 JD0766
 JD0766.The modeled gravity was interpolated from observed gravity values.
 JD0766
 JD0766;                    North         East    Units  Estimated Accuracy
 JD0766;SPC MO C     -   346,480.      454,010.      MT  (+/- 180 meters Scaled)
 JD0766
 JD0766                          SUPERSEDED SURVEY CONTROL
 JD0766
 JD0766  NGVD 29 (??/??/92)  246.98   (m)          810.3    (f) COMPUTED    2 0
 JD0766
 JD0766.Superseded values are not recommended for survey control.
 JD0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0766.See file dsdata.txt to determine how the superseded data were derived.
 JD0766
 JD0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD973116(NAD 83)
 JD0766_MARKER: DZ = AZIMUTH MARK DISK
 JD0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0766+STABILITY: SURFACE MOTION
 JD0766
 JD0766  HISTORY     - Date     Condition        Report By
 JD0766  HISTORY     - UNK      MONUMENTED       DOD
 JD0766  HISTORY     - 1962     GOOD             NGS
 JD0766
 JD0766                          STATION DESCRIPTION
 JD0766
 JD0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0766'18.4 MI W FROM BOONVILLE.
 JD0766'2.7 MILE SOUTHWEST ALONG MISSOURI KANSAS TEXAS RAILROAD FROM THE
 JD0766'STATION AT BOONVILLE, THENCE 5.7 MILE WEST ALONG STATE HIGHWAY
 JD0766'41, THENCE 3.2 MILE WEST ALONG U.S. HIGHWAY 40 AND INTERSTATE
 JD0766'70, THENCE 6.70 MILE WEST ALONG OLD HIGHWAY 40, THENCE NORTH
 JD0766'0.1 MILE ACROSS A PASTURE TO PEDESTAL, 500 FEET NORTH OF THE
 JD0766'CENTERLINE OF THE HIGHWAY 40, 400 FEET NORTHWEST OF THE NORTHWEST
 JD0766'CORNER OF THE COTTON PATCH COMMUNITY CENTER, 35 FEET WEST OF A
 JD0766'NORTH-SOUTH FENCE, AND IS A 1 1/2 X 4 CONCRETE PEDESTAL WITH
 JD0766'TRIBRACH.  USAF MONOLITH AZ.  NOTE-- THE CENTER OF THE TRIBRACH
 JD0766'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0568 ***********************************************************************
 GF0568  DESIGNATION -  B 4 RESET
 GF0568  PID         -  GF0568
 GF0568  STATE/COUNTY-  MO/BARRY
 GF0568  USGS QUAD   -  MONETT (1972)
 GF0568
 GF0568                         *CURRENT SURVEY CONTROL
 GF0568  ___________________________________________________________________
 GF0568* NAD 83(1986)-  36 55 15.     (N)    093 55 24.     (W)     SCALED    
 GF0568* NAVD 88     -       395.535  (meters)    1297.68   (feet)  ADJUSTED  
 GF0568  ___________________________________________________________________
 GF0568  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GF0568  DYNAMIC HT  -         395.202 (meters)    1296.59  (feet)  COMP
 GF0568  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 GF0568
 GF0568  VERT ORDER  -  FIRST     CLASS II
 GF0568
 GF0568.The horizontal coordinates were scaled from a topographic map and have
 GF0568.an estimated accuracy of +/- 6 seconds.
 GF0568
 GF0568.The orthometric height was determined by differential leveling
 GF0568.and adjusted by the National Geodetic Survey in June 1991..
 GF0568
 GF0568.The geoid height was determined by GEOID03.
 GF0568
 GF0568.The dynamic height is computed by dividing the NAVD 88
 GF0568.geopotential number by the normal gravity value computed on the
 GF0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0568.degrees latitude (g = 980.6199 gals.).
 GF0568
 GF0568.The modeled gravity was interpolated from observed gravity values.
 GF0568
 GF0568;                    North         East    Units  Estimated Accuracy
 GF0568;SPC MO W     -    83,840.      901,380.      MT  (+/- 180 meters Scaled)
 GF0568
 GF0568                          SUPERSEDED SURVEY CONTROL
 GF0568
 GF0568  NGVD 29 (10/05/93)  395.370  (m)         1297.14   (f) ADJUSTED    1 2
 GF0568
 GF0568.Superseded values are not recommended for survey control.
 GF0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0568.See file dsdata.txt to determine how the superseded data were derived.
 GF0568
 GF0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA177864(NAD 83)
 GF0568_MARKER: DB = BENCH MARK DISK
 GF0568_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GF0568_SP_SET: FOUNDATION
 GF0568_STAMPING: B 4 RESET 1948
 GF0568_MARK LOGO: CGS   
 GF0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0568+STABILITY: POSITION/ELEVATION WELL
 GF0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0568+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1989
 GF0568
 GF0568  HISTORY     - Date     Condition        Report By
 GF0568  HISTORY     - 1948     MONUMENTED       MOHC
 GF0568  HISTORY     - 19891125 GOOD             NGS
 GF0568
 GF0568                          STATION DESCRIPTION
 GF0568
 GF0568'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1948
 GF0568'AT MONETT.
 GF0568'AT MONETT, BARRY COUNTY, IN THE CENTRAL PART OF TOWN, AT THE
 GF0568'NORTHWEST CORNER OF THE INTERSECTION OF BROADWAY AND FOURTH
 GF0568'STREET, AT THE SOUTHEAST CORNER OF THE FIRST NATIONAL BANK
 GF0568'BUILDING, NEAR THE NORTH SIDE OF THE FORMER EAST ENTRANCE, AND
 GF0568'IN THE EAST WALL.  A STANDARD DISK, STAMPED B 4 RESET 1948 AND
 GF0568'SET VERTICALLY.
 GF0568
 GF0568                          STATION RECOVERY (1989)
 GF0568
 GF0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0568'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MONETT,
 GF0568'AT THE INTERSECTION OF BROADWAY AND FOURTH STREET, SET VERTICALLY IN
 GF0568'THE EAST FACE OF THE MERCANTILE BANK, 15.1 M (49.5 FT) NORTH OF THE
 GF0568'CENTER OF BROADWAY, 9.0 M (29.5 FT) WEST OF THE CENTER OF FOURTH
 GF0568'STREET, 3.3 M (10.8 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 GF0568'BUILDING, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF FOURTH STREET.
 GF0568'NOTE--THE BUILDING HAS BEEN REMODELED AND ACCESS TO THE DISK IS
 GF0568'THROUGH A 5-INCH SQUARE HOLE IN THE SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0773 ***********************************************************************
 JD0773  DESIGNATION -  B 4 Z
 JD0773  PID         -  JD0773
 JD0773  STATE/COUNTY-  MO/COOPER
 JD0773  USGS QUAD   -  NELSON (1979)
 JD0773
 JD0773                         *CURRENT SURVEY CONTROL
 JD0773  ___________________________________________________________________
 JD0773* NAD 83(1986)-  38 57 38.     (N)    093 01 31.     (W)     SCALED    
 JD0773* NAVD 88     -       239.078  (meters)     784.38   (feet)  ADJUSTED  
 JD0773  ___________________________________________________________________
 JD0773  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD0773  DYNAMIC HT  -         238.927 (meters)     783.88  (feet)  COMP
 JD0773  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JD0773
 JD0773  VERT ORDER  -  SECOND    CLASS 0
 JD0773
 JD0773.The horizontal coordinates were scaled from a topographic map and have
 JD0773.an estimated accuracy of +/- 6 seconds.
 JD0773
 JD0773.The orthometric height was determined by differential leveling
 JD0773.and adjusted by the National Geodetic Survey in June 1991..
 JD0773
 JD0773.The geoid height was determined by GEOID03.
 JD0773
 JD0773.The dynamic height is computed by dividing the NAVD 88
 JD0773.geopotential number by the normal gravity value computed on the
 JD0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0773.degrees latitude (g = 980.6199 gals.).
 JD0773
 JD0773.The modeled gravity was interpolated from observed gravity values.
 JD0773
 JD0773;                    North         East    Units  Estimated Accuracy
 JD0773;SPC MO C     -   347,180.      454,480.      MT  (+/- 180 meters Scaled)
 JD0773
 JD0773                          SUPERSEDED SURVEY CONTROL
 JD0773
 JD0773  NGVD 29 (??/??/92)  239.00   (m)          784.1    (f) COMPUTED    2 0
 JD0773
 JD0773.Superseded values are not recommended for survey control.
 JD0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0773.See file dsdata.txt to determine how the superseded data were derived.
 JD0773
 JD0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD978124(NAD 83)
 JD0773_MARKER: DS = TRIANGULATION STATION DISK
 JD0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0773_STAMPING: B 4 Z 1962
 JD0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0773+STABILITY: SURFACE MOTION
 JD0773
 JD0773  HISTORY     - Date     Condition        Report By
 JD0773  HISTORY     - 1962     MONUMENTED       CGS
 JD0773
 JD0773                          STATION DESCRIPTION
 JD0773
 JD0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0773'18.6 MI W FROM BOONVILLE.
 JD0773'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0773'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST
 JD0773'ALONG STATE HIGHWAY 41, THENCE 3.2 MILES WEST ALONG U.S. HIGHWAY
 JD0773'40 AND INTERSTATE HIGHWAY 70, THENCE 0.6 MILE NORTH ALONG A
 JD0773'PRIVATE DIRT ROAD, THENCE 0.1 MILE WEST ACROSS A FIELD, AT A
 JD0773'T-FENCE CORNER AND NEAR A POWER POLE, 60.0 FEET SOUTHWEST OF
 JD0773'R.M. 1, 53.0 FEET EAST OF R.M. 2, 41 FEET EAST OF THE POWER
 JD0773'POLE WHICH IS BRACED BY A GUY WIRE, 8 FEET NORTH OF THE T-FENCE
 JD0773'CORNER, 4.5 FEET WEST OF A METAL WITNESS POST, AND SET IN THE
 JD0773'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0772 ***********************************************************************
 JD0772  DESIGNATION -  B 4 Z RM 1
 JD0772  PID         -  JD0772
 JD0772  STATE/COUNTY-  MO/COOPER
 JD0772  USGS QUAD   -  NELSON (1979)
 JD0772
 JD0772                         *CURRENT SURVEY CONTROL
 JD0772  ___________________________________________________________________
 JD0772* NAD 83(1986)-  38 57 38.     (N)    093 01 31.     (W)     SCALED    
 JD0772* NAVD 88     -       238.603  (meters)     782.82   (feet)  ADJUSTED  
 JD0772  ___________________________________________________________________
 JD0772  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD0772  DYNAMIC HT  -         238.453 (meters)     782.32  (feet)  COMP
 JD0772  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JD0772
 JD0772  VERT ORDER  -  SECOND    CLASS 0
 JD0772
 JD0772.The horizontal coordinates were scaled from a topographic map and have
 JD0772.an estimated accuracy of +/- 6 seconds.
 JD0772
 JD0772.The orthometric height was determined by differential leveling
 JD0772.and adjusted by the National Geodetic Survey in June 1991..
 JD0772
 JD0772.The geoid height was determined by GEOID03.
 JD0772
 JD0772.The dynamic height is computed by dividing the NAVD 88
 JD0772.geopotential number by the normal gravity value computed on the
 JD0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0772.degrees latitude (g = 980.6199 gals.).
 JD0772
 JD0772.The modeled gravity was interpolated from observed gravity values.
 JD0772
 JD0772;                    North         East    Units  Estimated Accuracy
 JD0772;SPC MO C     -   347,180.      454,480.      MT  (+/- 180 meters Scaled)
 JD0772
 JD0772                          SUPERSEDED SURVEY CONTROL
 JD0772
 JD0772  NGVD 29 (??/??/92)  238.53   (m)          782.6    (f) COMPUTED    2 0
 JD0772
 JD0772.Superseded values are not recommended for survey control.
 JD0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0772.See file dsdata.txt to determine how the superseded data were derived.
 JD0772
 JD0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD978124(NAD 83)
 JD0772_MARKER: DR = REFERENCE MARK DISK
 JD0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0772_STAMPING: B 4 Z NO 1 1962
 JD0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0772+STABILITY: SURFACE MOTION
 JD0772
 JD0772  HISTORY     - Date     Condition        Report By
 JD0772  HISTORY     - 1962     MONUMENTED       CGS
 JD0772
 JD0772                          STATION DESCRIPTION
 JD0772
 JD0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0772'18.6 MI W FROM BOONVILLE.
 JD0772'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0772'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST
 JD0772'ALONG STATE HIGHWAY 41, THENCE 3.2 MILES WEST ALONG U.S. HIGHWAY
 JD0772'40 AND INTERSTATE HIGHWAY 70, THENCE 6.4 MILES WEST ALONG OLD
 JD0772'U.S. HIGHWAY 40, THENCE 0.6 MILE NORTH ALONG A PRIVATE DIRT
 JD0772'ROAD, THENCE 0.1 MILE WEST ACROSS A FIELD, AT A T-FENCE CORNER,
 JD0772'NEAR A POWER POLE BRACED BY A GUY WIRE, 60.0 FEET NORTHEAST OF
 JD0772'THE STATION MARK, 101.0 FEET NORTHEAST OF R.M. 2, 1.0 FOOT WEST
 JD0772'OF A NORTHEAST-SOUTHWEST FENCE, AND SET IN THE TOP OF A CONCRETE
 JD0772'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0774 ***********************************************************************
 JD0774  DESIGNATION -  B 4 Z RM 2
 JD0774  PID         -  JD0774
 JD0774  STATE/COUNTY-  MO/COOPER
 JD0774  USGS QUAD   -  NELSON (1979)
 JD0774
 JD0774                         *CURRENT SURVEY CONTROL
 JD0774  ___________________________________________________________________
 JD0774* NAD 83(1986)-  38 57 38.     (N)    093 01 31.     (W)     SCALED    
 JD0774* NAVD 88     -       239.500  (meters)     785.76   (feet)  ADJUSTED  
 JD0774  ___________________________________________________________________
 JD0774  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD0774  DYNAMIC HT  -         239.348 (meters)     785.26  (feet)  COMP
 JD0774  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JD0774
 JD0774  VERT ORDER  -  SECOND    CLASS 0
 JD0774
 JD0774.The horizontal coordinates were scaled from a topographic map and have
 JD0774.an estimated accuracy of +/- 6 seconds.
 JD0774
 JD0774.The orthometric height was determined by differential leveling
 JD0774.and adjusted by the National Geodetic Survey in June 1991..
 JD0774
 JD0774.The geoid height was determined by GEOID03.
 JD0774
 JD0774.The dynamic height is computed by dividing the NAVD 88
 JD0774.geopotential number by the normal gravity value computed on the
 JD0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0774.degrees latitude (g = 980.6199 gals.).
 JD0774
 JD0774.The modeled gravity was interpolated from observed gravity values.
 JD0774
 JD0774;                    North         East    Units  Estimated Accuracy
 JD0774;SPC MO C     -   347,180.      454,480.      MT  (+/- 180 meters Scaled)
 JD0774
 JD0774                          SUPERSEDED SURVEY CONTROL
 JD0774
 JD0774  NGVD 29 (??/??/92)  239.42   (m)          785.5    (f) COMPUTED    2 0
 JD0774
 JD0774.Superseded values are not recommended for survey control.
 JD0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0774.See file dsdata.txt to determine how the superseded data were derived.
 JD0774
 JD0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD978124(NAD 83)
 JD0774_MARKER: DR = REFERENCE MARK DISK
 JD0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0774_STAMPING: B 4 Z NO 2 1962
 JD0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0774+STABILITY: SURFACE MOTION
 JD0774
 JD0774  HISTORY     - Date     Condition        Report By
 JD0774  HISTORY     - 1962     MONUMENTED       CGS
 JD0774
 JD0774                          STATION DESCRIPTION
 JD0774
 JD0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0774'18.6 MI W FROM BOONVILLE.
 JD0774'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0774'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST
 JD0774'ALONG STATE HIGHWAY 41, THENCE 3.2 MILES WEST ALONG U.S. HIGHWAY
 JD0774'40 AND INTERSTATE HIGHWAY 70, THENCE 6.4 MILES WEST ALONG OLD
 JD0774'U.S. HIGHWAY 40, THENCE 0.6 MILE NORTH ALONG A PRIVATE DIRT
 JD0774'ROAD, THENCE 0.1 MILE WEST ACROSS A FIELD, AT A T-FENCE CORNER,
 JD0774'53.0 FEET WEST OF THE STATION MARK, 101.0 FEET SOUTHWEST OF R.M.
 JD0774'1, 12 FEET WEST OF A POWER POLE BRACED BY A GUY WIRE, AND SET IN
 JD0774'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0341 ***********************************************************************
 HD0341  DESIGNATION -  B 44
 HD0341  PID         -  HD0341
 HD0341  STATE/COUNTY-  MO/DOUGLAS
 HD0341  USGS QUAD   -  MANSFIELD (1985)
 HD0341
 HD0341                         *CURRENT SURVEY CONTROL
 HD0341  ___________________________________________________________________
 HD0341* NAD 83(1986)-  37 00 45.     (N)    092 37 04.     (W)     SCALED    
 HD0341* NAVD 88     -       415.033  (meters)    1361.65   (feet)  ADJUSTED  
 HD0341  ___________________________________________________________________
 HD0341  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HD0341  DYNAMIC HT  -         414.691 (meters)    1360.53  (feet)  COMP
 HD0341  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 HD0341
 HD0341  VERT ORDER  -  SECOND    CLASS 0
 HD0341
 HD0341.The horizontal coordinates were scaled from a topographic map and have
 HD0341.an estimated accuracy of +/- 6 seconds.
 HD0341
 HD0341.The orthometric height was determined by differential leveling
 HD0341.and adjusted by the National Geodetic Survey in June 1991..
 HD0341
 HD0341.The geoid height was determined by GEOID03.
 HD0341
 HD0341.The dynamic height is computed by dividing the NAVD 88
 HD0341.geopotential number by the normal gravity value computed on the
 HD0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0341.degrees latitude (g = 980.6199 gals.).
 HD0341
 HD0341.The modeled gravity was interpolated from observed gravity values.
 HD0341
 HD0341;                    North         East    Units  Estimated Accuracy
 HD0341;SPC MO C     -   130,850.      489,520.      MT  (+/- 180 meters Scaled)
 HD0341
 HD0341                          SUPERSEDED SURVEY CONTROL
 HD0341
 HD0341  NGVD 29 (??/??/92)  414.886  (m)         1361.17   (f) ADJ UNCH    2 0
 HD0341
 HD0341.Superseded values are not recommended for survey control.
 HD0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0341.See file dsdata.txt to determine how the superseded data were derived.
 HD0341
 HD0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA340963(NAD 83)
 HD0341_MARKER: DD = SURVEY DISK
 HD0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0341_STAMPING: B 44 1931 1362.7
 HD0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0341+STABILITY: SURFACE MOTION
 HD0341
 HD0341  HISTORY     - Date     Condition        Report By
 HD0341  HISTORY     - 1931     MONUMENTED       USGS
 HD0341  HISTORY     - 1977     GOOD             NGS
 HD0341  HISTORY     - 1977     GOOD             NGS
 HD0341
 HD0341                          STATION DESCRIPTION
 HD0341
 HD0341'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HD0341'6.1 MI N FROM AVA.
 HD0341'6.1 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE COUNTY COURTHOUSE
 HD0341'AT AVA, DOUGLAS COUNTY, 1.8 MILES SOUTH OF THE CROSSING OF
 HD0341'BRYANT CREEK, AT THE JUNCTION WITH A DIM ROAD LEADING EAST,
 HD0341'15 FEET NORTH OF THE ROAD, 57 FEET EAST OF THE CENTERLINE OF
 HD0341'THE HIGHWAY, 63 FEET NORTH AND 13 DEGREES EAST OF A TREE WITH
 HD0341'A TRIANGULAR BLAZE.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 HD0341'STAMPED B 44 1931 1362.7 AND SET IN THE TOP OF A CONCRETE POST.
 HD0341
 HD0341                          STATION RECOVERY (1977)
 HD0341
 HD0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0341'IT IS BY AN UN-MARKED ROAD, 8.6 MILES SOUTH OF THE INTERSECTION OF
 HD0341'BUSINESS HIGHWAY 60 AND COUNTY ROUTE U WHICH IS AT THE SE EDGE OF
 HD0341'MANSFIELD. IT IS 44 FEET EAST OF THE CENTERLINE OF SURFACED ROAD, 4
 HD0341'FEET NORTH OF A ROCKED-IN FENCE POST, 1 FOOT WEST OF THE EAST
 HD0341'RIGHT-OF-WAY FENCE AND PROJECTS 2 INCHES.
 HD0341
 HD0341                          STATION RECOVERY (1977)
 HD0341
 HD0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0341'IT IS BY AN UN-MARKED ROAD, 8.6 MILES SOUTH OF THE INTERSECTION OF
 HD0341'BUSINESS HIGHWAY 60 AND COUNTY ROUTE U WHICH IS AT THE SE EDGE OF
 HD0341'MANSFIELD. IT IS 44 FEET EAST OF THE CENTERLINE OF SURFACED ROAD, 4
 HD0341'FEET NORTH OF A ROCKED-IN FENCE POST, 1 FOOT WEST OF THE EAST
 HD0341'RIGHT-OF-WAY FENCE AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0346 ***********************************************************************
 HD0346  DESIGNATION -  B 46
 HD0346  PID         -  HD0346
 HD0346  STATE/COUNTY-  MO/WRIGHT
 HD0346  USGS QUAD   -  MANSFIELD (1985)
 HD0346
 HD0346                         *CURRENT SURVEY CONTROL
 HD0346  ___________________________________________________________________
 HD0346* NAD 83(1986)-  37 03 56.     (N)    092 36 01.     (W)     SCALED    
 HD0346* NAVD 88     -       426.021  (meters)    1397.70   (feet)  ADJUSTED  
 HD0346  ___________________________________________________________________
 HD0346  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HD0346  DYNAMIC HT  -         425.676 (meters)    1396.57  (feet)  COMP
 HD0346  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 HD0346
 HD0346  VERT ORDER  -  SECOND    CLASS 0
 HD0346
 HD0346.The horizontal coordinates were scaled from a topographic map and have
 HD0346.an estimated accuracy of +/- 6 seconds.
 HD0346
 HD0346.The orthometric height was determined by differential leveling
 HD0346.and adjusted by the National Geodetic Survey in June 1991..
 HD0346
 HD0346.The geoid height was determined by GEOID03.
 HD0346
 HD0346.The dynamic height is computed by dividing the NAVD 88
 HD0346.geopotential number by the normal gravity value computed on the
 HD0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0346.degrees latitude (g = 980.6199 gals.).
 HD0346
 HD0346.The modeled gravity was interpolated from observed gravity values.
 HD0346
 HD0346;                    North         East    Units  Estimated Accuracy
 HD0346;SPC MO C     -   136,730.      491,080.      MT  (+/- 180 meters Scaled)
 HD0346
 HD0346                          SUPERSEDED SURVEY CONTROL
 HD0346
 HD0346  NGVD 29 (??/??/92)  425.876  (m)         1397.23   (f) ADJ UNCH    2 0
 HD0346
 HD0346.Superseded values are not recommended for survey control.
 HD0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0346.See file dsdata.txt to determine how the superseded data were derived.
 HD0346
 HD0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB355022(NAD 83)
 HD0346_MARKER: DD = SURVEY DISK
 HD0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0346_SP_SET: CULVERT
 HD0346_STAMPING: B 46 1931 1398.8
 HD0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0346
 HD0346  HISTORY     - Date     Condition        Report By
 HD0346  HISTORY     - 1931     MONUMENTED       USGS
 HD0346  HISTORY     - 1977     GOOD             NGS
 HD0346  HISTORY     - 1977     GOOD             NGS
 HD0346  HISTORY     - 1988     GOOD             USPSQD
 HD0346
 HD0346                          STATION DESCRIPTION
 HD0346
 HD0346'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HD0346'4.3 MI S FROM MANSFIELD.
 HD0346'4.3 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE FARMERS EXCHANGE
 HD0346'BUILDING AT MANSFIELD, WRIGHT COUNTY, AT THE JUNCTION WITH A
 HD0346'ROAD LEADING WEST AT THE DOUGLAS WRIGHT COUNTY LINE, 34 FEET
 HD0346'NORTH OF THE ROAD, AT A CULVERT, IN THE TOP OF THE CONCRETE
 HD0346'HEADWALL, AND 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 HD0346'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 46 1931 1398.8.
 HD0346
 HD0346                          STATION RECOVERY (1977)
 HD0346
 HD0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0346'IT IS SOUTH ALONG AN UN-MARKED ROUTE, 3.6 MILES SOUTH OF THE
 HD0346'INTERSECTION OF BUSINESS HIGHWAY 60 AND COUNTY ROAD U.
 HD0346
 HD0346                          STATION RECOVERY (1977)
 HD0346
 HD0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0346'IT IS SOUTH ALONG AN UN-MARKED ROUTE, 3.6 MILES SOUTH OF THE
 HD0346'INTERSECTION OF BUSINESS HIGHWAY 60 AND COUNTY ROAD U.
 HD0346
 HD0346                          STATION RECOVERY (1988)
 HD0346
 HD0346'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0249 ***********************************************************************
 GG0249  DESIGNATION -  B 47
 GG0249  PID         -  GG0249
 GG0249  STATE/COUNTY-  MO/NEWTON
 GG0249  USGS QUAD   -  SENECA (1978)
 GG0249
 GG0249                         *CURRENT SURVEY CONTROL
 GG0249  ___________________________________________________________________
 GG0249* NAD 83(1986)-  36 50 31.     (N)    094 36 11.     (W)     SCALED    
 GG0249* NAVD 88     -       261.352  (meters)     857.45   (feet)  ADJUSTED  
 GG0249  ___________________________________________________________________
 GG0249  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GG0249  DYNAMIC HT  -         261.138 (meters)     856.75  (feet)  COMP
 GG0249  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 GG0249
 GG0249  VERT ORDER  -  SECOND    CLASS 0
 GG0249
 GG0249.The horizontal coordinates were scaled from a topographic map and have
 GG0249.an estimated accuracy of +/- 6 seconds.
 GG0249
 GG0249.The orthometric height was determined by differential leveling
 GG0249.and adjusted by the National Geodetic Survey in June 1991..
 GG0249
 GG0249.The geoid height was determined by GEOID03.
 GG0249
 GG0249.The dynamic height is computed by dividing the NAVD 88
 GG0249.geopotential number by the normal gravity value computed on the
 GG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0249.degrees latitude (g = 980.6199 gals.).
 GG0249
 GG0249.The modeled gravity was interpolated from observed gravity values.
 GG0249
 GG0249;                    North         East    Units  Estimated Accuracy
 GG0249;SPC MO W     -    74,940.      840,810.      MT  (+/- 180 meters Scaled)
 GG0249
 GG0249                          SUPERSEDED SURVEY CONTROL
 GG0249
 GG0249  NGVD 29 (??/??/92)  261.247  (m)          857.11   (f) ADJ UNCH    2 0
 GG0249
 GG0249.Superseded values are not recommended for survey control.
 GG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0249.See file dsdata.txt to determine how the superseded data were derived.
 GG0249
 GG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA570785(NAD 83)
 GG0249_MARKER: DB = BENCH MARK DISK
 GG0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0249_STAMPING: B 47 1934
 GG0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0249+STABILITY: SURFACE MOTION
 GG0249
 GG0249  HISTORY     - Date     Condition        Report By
 GG0249  HISTORY     - 1934     MONUMENTED       CGS
 GG0249  HISTORY     - 20060322 MARK NOT FOUND   MODNR
 GG0249
 GG0249                          STATION DESCRIPTION
 GG0249
 GG0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0249'IN SENECA.
 GG0249'IN THE EAST PART OF SENECA, NEWTON COUNTY, ON THE ST. LOUIS-SAN
 GG0249'FRANCISCO RAILWAY, 3 POLES WEST OF MILEPOST 325, 300 FEET EAST
 GG0249'OF THE STANDARD OIL CO. BULK STATION, 20 FEET SOUTH OF THE
 GG0249'TRACK, 25 FEET SOUTH OF THE CENTERLINE OF A ROAD, AND UNDER AN
 GG0249'ELM TREE.  A STANDARD DISK, STAMPED B 47 1934 AND SET IN THE
 GG0249'TOP OF A CONCRETE POST.
 GG0249
 GG0249                          STATION RECOVERY (2006)
 GG0249
 GG0249'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0418 ***********************************************************************
 LF0418  DESIGNATION -  B 48
 LF0418  PID         -  LF0418
 LF0418  STATE/COUNTY-  MO/HOLT
 LF0418  USGS QUAD   -  BIG LAKE (1981)
 LF0418
 LF0418                         *CURRENT SURVEY CONTROL
 LF0418  ___________________________________________________________________
 LF0418* NAD 83(1986)-  40 03 08.     (N)    095 19 09.     (W)     SCALED    
 LF0418* NAVD 88     -       262.885  (meters)     862.48   (feet)  ADJUSTED  
 LF0418  ___________________________________________________________________
 LF0418  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 LF0418  DYNAMIC HT  -         262.741 (meters)     862.01  (feet)  COMP
 LF0418  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 LF0418
 LF0418  VERT ORDER  -  FIRST     CLASS II
 LF0418
 LF0418.The horizontal coordinates were scaled from a topographic map and have
 LF0418.an estimated accuracy of +/- 6 seconds.
 LF0418
 LF0418.The orthometric height was determined by differential leveling
 LF0418.and adjusted by the National Geodetic Survey in June 1991..
 LF0418
 LF0418.The geoid height was determined by GEOID03.
 LF0418
 LF0418.The dynamic height is computed by dividing the NAVD 88
 LF0418.geopotential number by the normal gravity value computed on the
 LF0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0418.degrees latitude (g = 980.6199 gals.).
 LF0418
 LF0418.The modeled gravity was interpolated from observed gravity values.
 LF0418
 LF0418;                    North         East    Units  Estimated Accuracy
 LF0418;SPC MO W     -   431,590.      780,110.      MT  (+/- 180 meters Scaled)
 LF0418
 LF0418                          SUPERSEDED SURVEY CONTROL
 LF0418
 LF0418  NGVD 29 (??/??/92)  262.821  (m)          862.27   (f) ADJ UNCH    1 2
 LF0418
 LF0418.Superseded values are not recommended for survey control.
 LF0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0418.See file dsdata.txt to determine how the superseded data were derived.
 LF0418
 LF0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE021361(NAD 83)
 LF0418_MARKER: DB = BENCH MARK DISK
 LF0418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF0418_SP_SET: ABUTMENT
 LF0418_STAMPING: B 48 1934
 LF0418_MARK LOGO: CGS   
 LF0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0418+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1989
 LF0418
 LF0418  HISTORY     - Date     Condition        Report By
 LF0418  HISTORY     - 1934     MONUMENTED       CGS
 LF0418  HISTORY     - 1948     GOOD             NGS
 LF0418  HISTORY     - 1970     GOOD             NGS
 LF0418  HISTORY     - 19890814 GOOD             NGS
 LF0418
 LF0418                          STATION DESCRIPTION
 LF0418
 LF0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0418'0.1 MI W FROM FORTESCUE.
 LF0418'0.1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0418'FROM THE STATION AT FORTESCUE, SET IN THE TOP OF THE SOUTH END
 LF0418'OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE 3.42 OVER THE
 LF0418'LITTLE TARKIO CREEK, 6.3 FEET SOUTH OF THE SOUTH RAIL, 2.4 FEET
 LF0418'NORTH OF THE SOUTH END OF THE ABUTMENT.
 LF0418
 LF0418                          STATION RECOVERY (1970)
 LF0418
 LF0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LF0418'RECOVERED IN GOOD CONDITION.
 LF0418
 LF0418                          STATION RECOVERY (1989)
 LF0418
 LF0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0841 ***********************************************************************
 JC0841  DESIGNATION -  B 49
 JC0841  PID         -  JC0841
 JC0841  STATE/COUNTY-  MO/CRAWFORD
 JC0841  USGS QUAD   -  CUBA (1980)
 JC0841
 JC0841                         *CURRENT SURVEY CONTROL
 JC0841  ___________________________________________________________________
 JC0841* NAD 83(1986)-  38 02 05.     (N)    091 23 06.     (W)     SCALED    
 JC0841* NAVD 88     -       289.208  (meters)     948.84   (feet)  ADJUSTED  
 JC0841  ___________________________________________________________________
 JC0841  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JC0841  DYNAMIC HT  -         288.998 (meters)     948.15  (feet)  COMP
 JC0841  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 JC0841
 JC0841  VERT ORDER  -  SECOND    CLASS 0
 JC0841
 JC0841.The horizontal coordinates were scaled from a topographic map and have
 JC0841.an estimated accuracy of +/- 6 seconds.
 JC0841
 JC0841.The orthometric height was determined by differential leveling
 JC0841.and adjusted by the National Geodetic Survey in June 1991..
 JC0841
 JC0841.The geoid height was determined by GEOID03.
 JC0841
 JC0841.The dynamic height is computed by dividing the NAVD 88
 JC0841.geopotential number by the normal gravity value computed on the
 JC0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0841.degrees latitude (g = 980.6199 gals.).
 JC0841
 JC0841.The modeled gravity was interpolated from observed gravity values.
 JC0841
 JC0841;                    North         East    Units  Estimated Accuracy
 JC0841;SPC MO E     -   244,660.      172,310.      MT  (+/- 180 meters Scaled)
 JC0841
 JC0841                          SUPERSEDED SURVEY CONTROL
 JC0841
 JC0841  NGVD 29 (??/??/92)  289.201  (m)          948.82   (f) ADJ UNCH    2 0
 JC0841
 JC0841.Superseded values are not recommended for survey control.
 JC0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0841.See file dsdata.txt to determine how the superseded data were derived.
 JC0841
 JC0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC417108(NAD 83)
 JC0841_MARKER: DB = BENCH MARK DISK
 JC0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0841_STAMPING: B 49 1934
 JC0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0841+STABILITY: SURFACE MOTION
 JC0841
 JC0841  HISTORY     - Date     Condition        Report By
 JC0841  HISTORY     - 1934     MONUMENTED       CGS
 JC0841  HISTORY     - 1935     GOOD             NGS
 JC0841
 JC0841                          STATION DESCRIPTION
 JC0841
 JC0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0841'2.2 MI S FROM CURB.
 JC0841'2.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0841'FROM THE STATION AT CUBA, CRAWFORD COUNTY, ABOUT 140 FEET NORTHWEST
 JC0841'OF MILEPOST 89, AT A DIRT-ROAD CROSSING, 24 FEET NORTH OF THE
 JC0841'CENTER LINE OF THE ROAD, 25 FEET NORTHEAST OF THE CENTER LINE OF
 JC0841'THE TRACK, ABOUT 32 FEET SOUTHEAST OF A POLE, AND 3 FEET SOUTHWEST
 JC0841'OF THE SOUTH FENCE CORNER.  A STANDARD DISK, STAMPED B 49 1934
 JC0841'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0644 ***********************************************************************
 HD0644  DESIGNATION -  B 5
 HD0644  PID         -  HD0644
 HD0644  STATE/COUNTY-  MO/GREENE
 HD0644  USGS QUAD   -  REPUBLIC (1975)
 HD0644
 HD0644                         *CURRENT SURVEY CONTROL
 HD0644  ___________________________________________________________________
 HD0644* NAD 83(1986)-  37 06 39.     (N)    093 29 20.     (W)     SCALED    
 HD0644* NAVD 88     -       405.732  (meters)    1331.14   (feet)  ADJUSTED  
 HD0644  ___________________________________________________________________
 HD0644  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HD0644  DYNAMIC HT  -         405.400 (meters)    1330.05  (feet)  COMP
 HD0644  MODELED GRAV-     979,799.6   (mgal)                       NAVD 88
 HD0644
 HD0644  VERT ORDER  -  FIRST     CLASS II
 HD0644
 HD0644.The horizontal coordinates were scaled from a topographic map and have
 HD0644.an estimated accuracy of +/- 6 seconds.
 HD0644
 HD0644.The orthometric height was determined by differential leveling
 HD0644.and adjusted by the National Geodetic Survey in June 1991..
 HD0644
 HD0644.The geoid height was determined by GEOID03.
 HD0644
 HD0644.The dynamic height is computed by dividing the NAVD 88
 HD0644.geopotential number by the normal gravity value computed on the
 HD0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0644.degrees latitude (g = 980.6199 gals.).
 HD0644
 HD0644.The modeled gravity was interpolated from observed gravity values.
 HD0644
 HD0644;                    North         East    Units  Estimated Accuracy
 HD0644;SPC MO C     -   142,210.      412,110.      MT  (+/- 180 meters Scaled)
 HD0644
 HD0644                          SUPERSEDED SURVEY CONTROL
 HD0644
 HD0644  NGVD 29 (??/??/92)  405.573  (m)         1330.62   (f) ADJ UNCH    1 2
 HD0644
 HD0644.Superseded values are not recommended for survey control.
 HD0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0644.See file dsdata.txt to determine how the superseded data were derived.
 HD0644
 HD0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB565072(NAD 83)
 HD0644_MARKER: DB = BENCH MARK DISK
 HD0644_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HD0644_SP_SET: HEADWALL
 HD0644_STAMPING: B 5 1928 1330.617
 HD0644_MARK LOGO: CGS   
 HD0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0644+STABILITY: SURFACE MOTION
 HD0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0644+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 HD0644
 HD0644  HISTORY     - Date     Condition        Report By
 HD0644  HISTORY     - 1928     MONUMENTED       CGS
 HD0644  HISTORY     - 1934     GOOD             NGS
 HD0644  HISTORY     - 19891012 GOOD             NGS
 HD0644  HISTORY     - 20010530 GOOD             MODNR
 HD0644
 HD0644                          STATION DESCRIPTION
 HD0644
 HD0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0644'0.6 MI SW FROM REPUBLIC.
 HD0644'2/3 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0644'THE STATION AT REPUBLIC, GREENE COUNTY, 68 FEET NORTH OF POLE
 HD0644'252-10, AT A ROAD CROSSING, 33 FEET NORTH OF THE CENTER OF A
 HD0644'CROSSING, 10-1/2 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN
 HD0644'TRACK, AT A CULVERT, AND IN THE TOP OF THE NORTHEAST END OF THE
 HD0644'NORTHWEST HEADWALL.  A STANDARD DISK, STAMPED 1330.617 B 5 1928.
 HD0644
 HD0644                          STATION RECOVERY (1989)
 HD0644
 HD0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0644'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 HD0644'REPUBLIC, AT THE INTERSECTION OF U.S. HIGHWAY 60 AND ONEIL ROAD, IN
 HD0644'TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 HD0644'NORTHWEST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE BURLINGTON
 HD0644'NORTHERN RAILROAD, 47.5 M (155.8 FT) NORTHWEST OF THE CENTER OF THE
 HD0644'HIGHWAY, 9.1 M (29.9 FT) NORTH OF THE CENTER OF THE ROAD, 2.5 M (8.2
 HD0644'FT) NORTHWEST OF THE NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF
 HD0644'THE TRACKS.
 HD0644
 HD0644                          STATION RECOVERY (2001)
 HD0644
 HD0644'RECOVERY NOTE BY MO DEPT OF NAT RES 2001 (BDC)
 HD0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0184 ***********************************************************************
 HD0184  DESIGNATION -  B 5
 HD0184  PID         -  HD0184
 HD0184  STATE/COUNTY-  MO/PULASKI
 HD0184  USGS QUAD   -  WAYNESVILLE (1985)
 HD0184
 HD0184                         *CURRENT SURVEY CONTROL
 HD0184  ___________________________________________________________________
 HD0184* NAD 83(1986)-  37 49 41.     (N)    092 12 03.     (W)     SCALED    
 HD0184* NAVD 88     -       245.524  (meters)     805.52   (feet)  ADJUSTED  
 HD0184  ___________________________________________________________________
 HD0184  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HD0184  DYNAMIC HT  -         245.340 (meters)     804.92  (feet)  COMP
 HD0184  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 HD0184
 HD0184  VERT ORDER  -  SECOND    CLASS 0
 HD0184
 HD0184.The horizontal coordinates were scaled from a topographic map and have
 HD0184.an estimated accuracy of +/- 6 seconds.
 HD0184
 HD0184.The orthometric height was determined by differential leveling
 HD0184.and adjusted by the National Geodetic Survey in June 1991..
 HD0184
 HD0184.The geoid height was determined by GEOID03.
 HD0184
 HD0184.The dynamic height is computed by dividing the NAVD 88
 HD0184.geopotential number by the normal gravity value computed on the
 HD0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0184.degrees latitude (g = 980.6199 gals.).
 HD0184
 HD0184.The modeled gravity was interpolated from observed gravity values.
 HD0184
 HD0184;                    North         East    Units  Estimated Accuracy
 HD0184;SPC MO C     -   221,390.      526,340.      MT  (+/- 180 meters Scaled)
 HD0184
 HD0184                          SUPERSEDED SURVEY CONTROL
 HD0184
 HD0184  NGVD 29 (??/??/92)  245.423  (m)          805.19   (f) ADJ UNCH    2 0
 HD0184
 HD0184.Superseded values are not recommended for survey control.
 HD0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0184.See file dsdata.txt to determine how the superseded data were derived.
 HD0184
 HD0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB703870(NAD 83)
 HD0184_MARKER: DD = SURVEY DISK
 HD0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0184_SP_SET: STEP
 HD0184_STAMPING: MO 805 B 5 1925
 HD0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0184
 HD0184  HISTORY     - Date     Condition        Report By
 HD0184  HISTORY     - 1925     MONUMENTED       USGS
 HD0184  HISTORY     - 1946     GOOD             NGS
 HD0184
 HD0184                          STATION DESCRIPTION
 HD0184
 HD0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0184'AT WAYNESVILLE.
 HD0184'AT WAYNESVILLE, AND AT THE SOUTH ENTRANCE TO THE PULASKI COUNTY
 HD0184'COURTHOUSE, ON THE TOP OF THE EAST END OF THE CONCRETE ENTRANCE
 HD0184'STEP, BETWEEN AN ORNAMENTAL BRICK PILLAR AND THE BRICK PILLAR
 HD0184'SUPPORTING THE EAST END OF THE ENTRANCE ARCH.  ABOUT 1 FOOT
 HD0184'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1173 ***********************************************************************
 JD1173  DESIGNATION -  B 5 B 1
 JD1173  PID         -  JD1173
 JD1173  STATE/COUNTY-  MO/PETTIS
 JD1173  USGS QUAD   -  LONGWOOD (1979)
 JD1173
 JD1173                         *CURRENT SURVEY CONTROL
 JD1173  ___________________________________________________________________
 JD1173* NAD 83(1986)-  38 53 38.     (N)    093 07 37.     (W)     SCALED    
 JD1173* NAVD 88     -       259.193  (meters)     850.37   (feet)  ADJUSTED  
 JD1173  ___________________________________________________________________
 JD1173  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD1173  DYNAMIC HT  -         259.026 (meters)     849.82  (feet)  COMP
 JD1173  MODELED GRAV-     979,978.3   (mgal)                       NAVD 88
 JD1173
 JD1173  VERT ORDER  -  SECOND    CLASS 0
 JD1173
 JD1173.The horizontal coordinates were scaled from a topographic map and have
 JD1173.an estimated accuracy of +/- 6 seconds.
 JD1173
 JD1173.The orthometric height was determined by differential leveling
 JD1173.and adjusted by the National Geodetic Survey in June 1991..
 JD1173
 JD1173.The geoid height was determined by GEOID03.
 JD1173
 JD1173.The dynamic height is computed by dividing the NAVD 88
 JD1173.geopotential number by the normal gravity value computed on the
 JD1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1173.degrees latitude (g = 980.6199 gals.).
 JD1173
 JD1173.The modeled gravity was interpolated from observed gravity values.
 JD1173
 JD1173;                    North         East    Units  Estimated Accuracy
 JD1173;SPC MO C     -   339,840.      445,610.      MT  (+/- 180 meters Scaled)
 JD1173
 JD1173                          SUPERSEDED SURVEY CONTROL
 JD1173
 JD1173  NGVD 29 (??/??/92)  259.11   (m)          850.1    (f) COMPUTED    2 0
 JD1173
 JD1173.Superseded values are not recommended for survey control.
 JD1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1173.See file dsdata.txt to determine how the superseded data were derived.
 JD1173
 JD1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD889050(NAD 83)
 JD1173_MARKER: DZ = AZIMUTH MARK DISK
 JD1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1173_STAMPING: B 5 B 1
 JD1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1173+STABILITY: SURFACE MOTION
 JD1173
 JD1173  HISTORY     - Date     Condition        Report By
 JD1173  HISTORY     - UNK      MONUMENTED       DOD
 JD1173  HISTORY     - 1963     GOOD             NGS
 JD1173
 JD1173                          STATION DESCRIPTION
 JD1173
 JD1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1173'18 MI NE FROM SEDALIA.
 JD1173'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1173'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1173'HIGHWAY 65, THENCE 6.0 MILES NORTHEAST ALONG PAVED COUNTY ROAD
 JD1173'J, THENCE 1.65 MILES NORTH ALONG GRAVELED COUNTY ROAD J, ABOUT
 JD1173'0.1 MILE NORTH OF A T-ROAD JUNCTION, 138 FEET EAST OF THE
 JD1173'CENTERLINE OF THE ROAD, 107 FEET EAST OF A NORTH-SOUTH FENCE,
 JD1173'ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE
 JD1173'PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF
 JD1173'THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1170 ***********************************************************************
 JD1170  DESIGNATION -  B 5 B 2
 JD1170  PID         -  JD1170
 JD1170  STATE/COUNTY-  MO/PETTIS
 JD1170  USGS QUAD   -  NELSON (1979)
 JD1170
 JD1170                         *CURRENT SURVEY CONTROL
 JD1170  ___________________________________________________________________
 JD1170* NAD 83(1986)-  38 53 33.     (N)    093 07 26.     (W)     SCALED    
 JD1170* NAVD 88     -       258.053  (meters)     846.63   (feet)  ADJUSTED  
 JD1170  ___________________________________________________________________
 JD1170  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD1170  DYNAMIC HT  -         257.887 (meters)     846.08  (feet)  COMP
 JD1170  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 JD1170
 JD1170  VERT ORDER  -  SECOND    CLASS 0
 JD1170
 JD1170.The horizontal coordinates were scaled from a topographic map and have
 JD1170.an estimated accuracy of +/- 6 seconds.
 JD1170
 JD1170.The orthometric height was determined by differential leveling
 JD1170.and adjusted by the National Geodetic Survey in June 1991..
 JD1170
 JD1170.The geoid height was determined by GEOID03.
 JD1170
 JD1170.The dynamic height is computed by dividing the NAVD 88
 JD1170.geopotential number by the normal gravity value computed on the
 JD1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1170.degrees latitude (g = 980.6199 gals.).
 JD1170
 JD1170.The modeled gravity was interpolated from observed gravity values.
 JD1170
 JD1170;                    North         East    Units  Estimated Accuracy
 JD1170;SPC MO C     -   339,680.      445,880.      MT  (+/- 180 meters Scaled)
 JD1170
 JD1170                          SUPERSEDED SURVEY CONTROL
 JD1170
 JD1170  NGVD 29 (??/??/92)  257.97   (m)          846.4    (f) COMPUTED    2 0
 JD1170
 JD1170.Superseded values are not recommended for survey control.
 JD1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1170.See file dsdata.txt to determine how the superseded data were derived.
 JD1170
 JD1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD892048(NAD 83)
 JD1170_MARKER: DZ = AZIMUTH MARK DISK
 JD1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1170_STAMPING: B 5 B 2
 JD1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1170+STABILITY: SURFACE MOTION
 JD1170
 JD1170  HISTORY     - Date     Condition        Report By
 JD1170  HISTORY     - UNK      MONUMENTED       DOD
 JD1170  HISTORY     - 1963     GOOD             NGS
 JD1170
 JD1170                          STATION DESCRIPTION
 JD1170
 JD1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1170'18 MI NE FROM SEDALIA.
 JD1170'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1170'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1170'HIGHWAY 65, THENCE 6.0 MILES NORTHEAST ALONG PAVED COUNTY ROAD J,
 JD1170'THENCE 1.55 MILES NORTH ALONG GRAVELED COUNTY ROAD J, THENCE 0.2
 JD1170'MILE EAST ALONG A GRAVELED COUNTY ROAD, ABOUT 850 FEET NORTHEAST
 JD1170'ACROSS THE ROAD FROM THE LAUNCHER, 79.7 FEET NORTHEAST OF A
 JD1170'POWER POLE, 65.6 FEET NORTH OF THE CENTERLINE OF THE ROAD, ABOUT
 JD1170'6 FEET ABOVE THE LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE
 JD1170'PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF
 JD1170'THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1171 ***********************************************************************
 JD1171  DESIGNATION -  B 5 Z
 JD1171  PID         -  JD1171
 JD1171  STATE/COUNTY-  MO/PETTIS
 JD1171  USGS QUAD   -  LONGWOOD (1979)
 JD1171
 JD1171                         *CURRENT SURVEY CONTROL
 JD1171  ___________________________________________________________________
 JD1171* NAD 83(1986)-  38 53 33.     (N)    093 07 44.     (W)     SCALED    
 JD1171* NAVD 88     -       257.196  (meters)     843.82   (feet)  ADJUSTED  
 JD1171  ___________________________________________________________________
 JD1171  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD1171  DYNAMIC HT  -         257.031 (meters)     843.28  (feet)  COMP
 JD1171  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 JD1171
 JD1171  VERT ORDER  -  SECOND    CLASS 0
 JD1171
 JD1171.The horizontal coordinates were scaled from a topographic map and have
 JD1171.an estimated accuracy of +/- 6 seconds.
 JD1171
 JD1171.The orthometric height was determined by differential leveling
 JD1171.and adjusted by the National Geodetic Survey in June 1991..
 JD1171
 JD1171.The geoid height was determined by GEOID03.
 JD1171
 JD1171.The dynamic height is computed by dividing the NAVD 88
 JD1171.geopotential number by the normal gravity value computed on the
 JD1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1171.degrees latitude (g = 980.6199 gals.).
 JD1171
 JD1171.The modeled gravity was interpolated from observed gravity values.
 JD1171
 JD1171;                    North         East    Units  Estimated Accuracy
 JD1171;SPC MO C     -   339,690.      445,440.      MT  (+/- 180 meters Scaled)
 JD1171
 JD1171                          SUPERSEDED SURVEY CONTROL
 JD1171
 JD1171  NGVD 29 (??/??/92)  257.11   (m)          843.5    (f) COMPUTED    2 0
 JD1171
 JD1171.Superseded values are not recommended for survey control.
 JD1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1171.See file dsdata.txt to determine how the superseded data were derived.
 JD1171
 JD1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD888048(NAD 83)
 JD1171_MARKER: DS = TRIANGULATION STATION DISK
 JD1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1171_STAMPING: B 5 Z 1962
 JD1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1171+STABILITY: SURFACE MOTION
 JD1171
 JD1171  HISTORY     - Date     Condition        Report By
 JD1171  HISTORY     - 1962     MONUMENTED       CGS
 JD1171  HISTORY     - 1963     GOOD             NGS
 JD1171
 JD1171                          STATION DESCRIPTION
 JD1171
 JD1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1171'18 MI NE FROM SEDALIA.
 JD1171'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1171'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1171'HIGHWAY 65, THENCE 6.0 MILES NORTHEAST ALONG PAVED COUNTY ROAD
 JD1171'J, THENCE 1.55 MILES NORTH ALONG GRAVELED COUNTY ROAD J, THENCE
 JD1171'0.1 MILE WEST ALONG AN EAST-WEST FENCE, ON THE NORTH SLOPE OF A
 JD1171'SMALL HILL, 64.5 FEET WEST-NORTHWEST OF R.M. 1, 64.0 FEET
 JD1171'EAST-NORTHEAST OF R.M. 2, 85 FEET NORTH OF THE FENCE, 7.7 FEET
 JD1171'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JD1171'POST 18 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1169 ***********************************************************************
 JD1169  DESIGNATION -  B 5 Z RM 1
 JD1169  PID         -  JD1169
 JD1169  STATE/COUNTY-  MO/PETTIS
 JD1169  USGS QUAD   -  LONGWOOD (1979)
 JD1169
 JD1169                         *CURRENT SURVEY CONTROL
 JD1169  ___________________________________________________________________
 JD1169* NAD 83(1986)-  38 53 33.     (N)    093 07 45.     (W)     SCALED    
 JD1169* NAVD 88     -       258.305  (meters)     847.46   (feet)  ADJUSTED  
 JD1169  ___________________________________________________________________
 JD1169  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD1169  DYNAMIC HT  -         258.139 (meters)     846.91  (feet)  COMP
 JD1169  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 JD1169
 JD1169  VERT ORDER  -  SECOND    CLASS 0
 JD1169
 JD1169.The horizontal coordinates were scaled from a topographic map and have
 JD1169.an estimated accuracy of +/- 6 seconds.
 JD1169
 JD1169.The orthometric height was determined by differential leveling
 JD1169.and adjusted by the National Geodetic Survey in June 1991..
 JD1169
 JD1169.The geoid height was determined by GEOID03.
 JD1169
 JD1169.The dynamic height is computed by dividing the NAVD 88
 JD1169.geopotential number by the normal gravity value computed on the
 JD1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1169.degrees latitude (g = 980.6199 gals.).
 JD1169
 JD1169.The modeled gravity was interpolated from observed gravity values.
 JD1169
 JD1169;                    North         East    Units  Estimated Accuracy
 JD1169;SPC MO C     -   339,690.      445,420.      MT  (+/- 180 meters Scaled)
 JD1169
 JD1169                          SUPERSEDED SURVEY CONTROL
 JD1169
 JD1169  NGVD 29 (??/??/92)  258.22   (m)          847.2    (f) COMPUTED    2 0
 JD1169
 JD1169.Superseded values are not recommended for survey control.
 JD1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1169.See file dsdata.txt to determine how the superseded data were derived.
 JD1169
 JD1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD887048(NAD 83)
 JD1169_MARKER: DR = REFERENCE MARK DISK
 JD1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1169_STAMPING: B 5 Z NO 1 1962
 JD1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1169+STABILITY: SURFACE MOTION
 JD1169
 JD1169  HISTORY     - Date     Condition        Report By
 JD1169  HISTORY     - 1962     MONUMENTED       CGS
 JD1169  HISTORY     - 1963     GOOD             NGS
 JD1169
 JD1169                          STATION DESCRIPTION
 JD1169
 JD1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1169'18 MI NE FROM SEDALIA.
 JD1169'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1169'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1169'HIGHWAY 65, THENCE 6.0 MILES NORTHEAST ALONG PAVED COUNTY ROAD
 JD1169'J, THENCE 1.55 MILES NORTH ALONG GRAVELED COUNTY ROAD J, THENCE 0.1
 JD1169'MILE WEST ALONG AN EAST-WEST FENCE, 118.0 FEET EAST OF R.M. 2,
 JD1169'64.5 FEET EAST-SOUTHEAST OF THE STATION MARK, 0.8 FEET NORTH OF
 JD1169'THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JD1169'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1172 ***********************************************************************
 JD1172  DESIGNATION -  B 5 Z RM 2
 JD1172  PID         -  JD1172
 JD1172  STATE/COUNTY-  MO/PETTIS
 JD1172  USGS QUAD   -  LONGWOOD (1979)
 JD1172
 JD1172                         *CURRENT SURVEY CONTROL
 JD1172  ___________________________________________________________________
 JD1172* NAD 83(1986)-  38 53 32.     (N)    093 07 44.     (W)     SCALED    
 JD1172* NAVD 88     -       257.281  (meters)     844.10   (feet)  ADJUSTED  
 JD1172  ___________________________________________________________________
 JD1172  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD1172  DYNAMIC HT  -         257.115 (meters)     843.55  (feet)  COMP
 JD1172  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 JD1172
 JD1172  VERT ORDER  -  SECOND    CLASS 0
 JD1172
 JD1172.The horizontal coordinates were scaled from a topographic map and have
 JD1172.an estimated accuracy of +/- 6 seconds.
 JD1172
 JD1172.The orthometric height was determined by differential leveling
 JD1172.and adjusted by the National Geodetic Survey in June 1991..
 JD1172
 JD1172.The geoid height was determined by GEOID03.
 JD1172
 JD1172.The dynamic height is computed by dividing the NAVD 88
 JD1172.geopotential number by the normal gravity value computed on the
 JD1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1172.degrees latitude (g = 980.6199 gals.).
 JD1172
 JD1172.The modeled gravity was interpolated from observed gravity values.
 JD1172
 JD1172;                    North         East    Units  Estimated Accuracy
 JD1172;SPC MO C     -   339,660.      445,440.      MT  (+/- 180 meters Scaled)
 JD1172
 JD1172                          SUPERSEDED SURVEY CONTROL
 JD1172
 JD1172  NGVD 29 (??/??/92)  257.20   (m)          843.8    (f) COMPUTED    2 0
 JD1172
 JD1172.Superseded values are not recommended for survey control.
 JD1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1172.See file dsdata.txt to determine how the superseded data were derived.
 JD1172
 JD1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD888048(NAD 83)
 JD1172_MARKER: DR = REFERENCE MARK DISK
 JD1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1172_STAMPING: B 5 Z NO 2 1962
 JD1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1172+STABILITY: SURFACE MOTION
 JD1172
 JD1172  HISTORY     - Date     Condition        Report By
 JD1172  HISTORY     - 1962     MONUMENTED       CGS
 JD1172  HISTORY     - 1963     GOOD             NGS
 JD1172
 JD1172                          STATION DESCRIPTION
 JD1172
 JD1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1172'18 MI NE FROM SEDALIA.
 JD1172'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1172'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1172'HIGHWAY 65, THENCE 6.0 MILES NORTHEAST ALONG PAVED COUNTY ROAD
 JD1172'J, THENCE 1.55 MILES NORTH ALONG GRAVELED COUNTY ROAD J, THENCE
 JD1172'0.1 MILE WEST ALONG AN EAST-WEST FENCE, 118.0 FEET WEST OF R.M.
 JD1172'1, 64.0 FEET WEST-SOUTHWEST OF THE STATION MARK, 0.8 FOOT NORTH
 JD1172'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JD1172'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0690 ***********************************************************************
 HC0690  DESIGNATION -  B 50
 HC0690  PID         -  HC0690
 HC0690  STATE/COUNTY-  MO/DENT
 HC0690  USGS QUAD   -  SALEM (1981)
 HC0690
 HC0690                         *CURRENT SURVEY CONTROL
 HC0690  ___________________________________________________________________
 HC0690* NAD 83(1986)-  37 38 36.     (N)    091 32 10.     (W)     SCALED    
 HC0690* NAVD 88     -       362.081  (meters)    1187.93   (feet)  ADJUSTED  
 HC0690  ___________________________________________________________________
 HC0690  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0690  DYNAMIC HT  -         361.804 (meters)    1187.02  (feet)  COMP
 HC0690  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 HC0690
 HC0690  VERT ORDER  -  SECOND    CLASS 0
 HC0690
 HC0690.The horizontal coordinates were scaled from a topographic map and have
 HC0690.an estimated accuracy of +/- 6 seconds.
 HC0690
 HC0690.The orthometric height was determined by differential leveling
 HC0690.and adjusted by the National Geodetic Survey in June 1991..
 HC0690
 HC0690.The geoid height was determined by GEOID03.
 HC0690
 HC0690.The dynamic height is computed by dividing the NAVD 88
 HC0690.geopotential number by the normal gravity value computed on the
 HC0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0690.degrees latitude (g = 980.6199 gals.).
 HC0690
 HC0690.The modeled gravity was interpolated from observed gravity values.
 HC0690
 HC0690;                    North         East    Units  Estimated Accuracy
 HC0690;SPC MO E     -   201,350.      158,560.      MT  (+/- 180 meters Scaled)
 HC0690
 HC0690                          SUPERSEDED SURVEY CONTROL
 HC0690
 HC0690  NGVD 29 (??/??/92)  362.000  (m)         1187.66   (f) ADJ UNCH    2 0
 HC0690
 HC0690.Superseded values are not recommended for survey control.
 HC0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0690.See file dsdata.txt to determine how the superseded data were derived.
 HC0690
 HC0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB291672(NAD 83)
 HC0690_MARKER: DB = BENCH MARK DISK
 HC0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0690_SP_SET: BUILDING
 HC0690_STAMPING: B 50 1934
 HC0690_MARK LOGO: CGS   
 HC0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0690
 HC0690  HISTORY     - Date     Condition        Report By
 HC0690  HISTORY     - 1934     MONUMENTED       CGS
 HC0690  HISTORY     - 19970604 GOOD             MODNR
 HC0690
 HC0690                          STATION DESCRIPTION
 HC0690
 HC0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0690'AT SALEM.
 HC0690'AT SALEM, DENT COUNTY, ON SOUTH MAIN STREET, IN THE EAST SIDE
 HC0690'OF THE WILLIAM H. LYNCH SCHOOL BUILDING, 4 FEET NORTH OF THE
 HC0690'MAIN ENTRANCE, AND 4 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 HC0690'B 50 1934 AND SET VERTICALLY.
 HC0690
 HC0690                          STATION RECOVERY (1997)
 HC0690
 HC0690'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 HC0690'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0436 ***********************************************************************
 GE0436  DESIGNATION -  B 51
 GE0436  PID         -  GE0436
 GE0436  STATE/COUNTY-  MO/SHANNON
 GE0436  USGS QUAD   -  BIRCH TREE (1997)
 GE0436
 GE0436                         *CURRENT SURVEY CONTROL
 GE0436  ___________________________________________________________________
 GE0436* NAD 83(1986)-  36 59 18.     (N)    091 29 27.     (W)     SCALED    
 GE0436* NAVD 88     -       322.329  (meters)    1057.51   (feet)  POSTED    
 GE0436  ___________________________________________________________________
 GE0436  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 GE0436  DYNAMIC HT  -         322.060 (meters)    1056.63  (feet)  COMP
 GE0436  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 GE0436
 GE0436  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0436
 GE0436.The horizontal coordinates were scaled from a topographic map and have
 GE0436.an estimated accuracy of +/- 6 seconds.
 GE0436
 GE0436.The orthometric height was determined by differential leveling
 GE0436.and adjusted by the National Geodetic Survey in 1992..
 GE0436.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0436.rate of 0.0 thru 1.0 mm/km.
 GE0436
 GE0436.The geoid height was determined by GEOID03.
 GE0436
 GE0436.The dynamic height is computed by dividing the NAVD 88
 GE0436.geopotential number by the normal gravity value computed on the
 GE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0436.degrees latitude (g = 980.6199 gals.).
 GE0436
 GE0436.The modeled gravity was interpolated from observed gravity values.
 GE0436
 GE0436;                    North         East    Units  Estimated Accuracy
 GE0436;SPC MO E     -   128,620.      161,800.      MT  (+/- 180 meters Scaled)
 GE0436
 GE0436                          SUPERSEDED SURVEY CONTROL
 GE0436
 GE0436  NGVD 29 (??/??/92)  322.207  (m)         1057.11   (f) ADJ UNCH    2 0
 GE0436
 GE0436.Superseded values are not recommended for survey control.
 GE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0436.See file dsdata.txt to determine how the superseded data were derived.
 GE0436
 GE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA343946(NAD 83)
 GE0436_MARKER: DB = BENCH MARK DISK
 GE0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0436_SP_SET: BUILDING
 GE0436_STAMPING: B 51 1934
 GE0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0436+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 GE0436
 GE0436  HISTORY     - Date     Condition        Report By
 GE0436  HISTORY     - 1934     MONUMENTED       CGS
 GE0436  HISTORY     - 1977     GOOD             NGS
 GE0436  HISTORY     - 20050415 GOOD             MODT
 GE0436
 GE0436                          STATION DESCRIPTION
 GE0436
 GE0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0436'AT BIRCH TREE.
 GE0436'AT BIRCH TREE, SHANNON COUNTY, IN THE EAST BRICK FACE OF THE
 GE0436'SCHOOL, AT THE RIGHT SIDE OF THE FRONT ENTRANCE, AND 4.5 FEET ABOVE
 GE0436'GROUND.  A STANDARD DISK, STAMPED B 51 1934 AND SET VERTICALLY.
 GE0436
 GE0436                          STATION RECOVERY (1977)
 GE0436
 GE0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0436'THE SCHOOL IS VACANT, IT IS AT THE S EDGE OF BRICH TREE AND ON THE
 GE0436'WEST SIDE OF HIGHWAY 99.
 GE0436
 GE0436                          STATION RECOVERY (2005)
 GE0436
 GE0436'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2005 (RH)
 GE0436'IS NOW BIRCH TREE PUBLIC LIBRARY. CAN BE USED FOR GPS BY SETTING AN
 GE0436'OFFSET POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0452 ***********************************************************************
 HC0452  DESIGNATION -  B 52
 HC0452  PID         -  HC0452
 HC0452  STATE/COUNTY-  MO/IRON
 HC0452  USGS QUAD   -  VIBURNUM EAST (1981)
 HC0452
 HC0452                         *CURRENT SURVEY CONTROL
 HC0452  ___________________________________________________________________
 HC0452* NAD 83(1986)-  37 39 25.     (N)    091 07 12.     (W)     SCALED    
 HC0452* NAVD 88     -       426.211  (meters)    1398.33   (feet)  ADJUSTED  
 HC0452  ___________________________________________________________________
 HC0452  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HC0452  DYNAMIC HT  -         425.879 (meters)    1397.24  (feet)  COMP
 HC0452  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 HC0452
 HC0452  VERT ORDER  -  SECOND    CLASS 0
 HC0452
 HC0452.The horizontal coordinates were scaled from a topographic map and have
 HC0452.an estimated accuracy of +/- 6 seconds.
 HC0452
 HC0452.The orthometric height was determined by differential leveling
 HC0452.and adjusted by the National Geodetic Survey in June 1991..
 HC0452
 HC0452.The geoid height was determined by GEOID03.
 HC0452
 HC0452.The dynamic height is computed by dividing the NAVD 88
 HC0452.geopotential number by the normal gravity value computed on the
 HC0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0452.degrees latitude (g = 980.6199 gals.).
 HC0452
 HC0452.The modeled gravity was interpolated from observed gravity values.
 HC0452
 HC0452;                    North         East    Units  Estimated Accuracy
 HC0452;SPC MO E     -   202,540.      195,300.      MT  (+/- 180 meters Scaled)
 HC0452
 HC0452                          SUPERSEDED SURVEY CONTROL
 HC0452
 HC0452  NGVD 29 (??/??/92)  426.160  (m)         1398.16   (f) ADJ UNCH    2 0
 HC0452
 HC0452.Superseded values are not recommended for survey control.
 HC0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0452.See file dsdata.txt to determine how the superseded data were derived.
 HC0452
 HC0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB658694(NAD 83)
 HC0452_MARKER: DB = BENCH MARK DISK
 HC0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0452_STAMPING: B 52 1934
 HC0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0452+STABILITY: SURFACE MOTION
 HC0452
 HC0452  HISTORY     - Date     Condition        Report By
 HC0452  HISTORY     - 1934     MONUMENTED       CGS
 HC0452  HISTORY     - 1971     GOOD             NGS
 HC0452
 HC0452                          STATION DESCRIPTION
 HC0452
 HC0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0452'0.5 MI W FROM BIXBY.
 HC0452'0.5 MILE WEST ALONG STATE HIGHWAY 32 FROM THE GENERAL STORE AT
 HC0452'BIXBY, IRON COUNTY, 275 FEET SOUTHWEST OF THE CENTER OF THE
 HC0452'INTERSECTION OF THE COUNTY ROAD LEADING TO BUICK, ON THE TOP OF A
 HC0452'BANK, ON GROUND RISING TO THE SOUTH, AND 25 FEET SOUTHEAST OF THE
 HC0452'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 52 1934 AND
 HC0452'SET IN THE TOP OF A CONCRETE POST.
 HC0452
 HC0452                          STATION RECOVERY (1971)
 HC0452
 HC0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HC0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0281 ***********************************************************************
 HC0281  DESIGNATION -  B 53
 HC0281  PID         -  HC0281
 HC0281  STATE/COUNTY-  MO/REYNOLDS
 HC0281  USGS QUAD   -  CENTERVILLE (1985)
 HC0281
 HC0281                         *CURRENT SURVEY CONTROL
 HC0281  ___________________________________________________________________
 HC0281* NAD 83(1986)-  37 26 06.     (N)    090 57 28.     (W)     SCALED    
 HC0281* NAVD 88     -       226.759  (meters)     743.96   (feet)  ADJUSTED  
 HC0281  ___________________________________________________________________
 HC0281  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HC0281  DYNAMIC HT  -         226.580 (meters)     743.37  (feet)  COMP
 HC0281  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 HC0281
 HC0281  VERT ORDER  -  SECOND    CLASS 0
 HC0281
 HC0281.The horizontal coordinates were scaled from a topographic map and have
 HC0281.an estimated accuracy of +/- 6 seconds.
 HC0281
 HC0281.The orthometric height was determined by differential leveling
 HC0281.and adjusted by the National Geodetic Survey in June 1991..
 HC0281
 HC0281.The geoid height was determined by GEOID03.
 HC0281
 HC0281.The dynamic height is computed by dividing the NAVD 88
 HC0281.geopotential number by the normal gravity value computed on the
 HC0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0281.degrees latitude (g = 980.6199 gals.).
 HC0281
 HC0281.The modeled gravity was interpolated from observed gravity values.
 HC0281
 HC0281;                    North         East    Units  Estimated Accuracy
 HC0281;SPC MO E     -   177,830.      209,490.      MT  (+/- 180 meters Scaled)
 HC0281
 HC0281                          SUPERSEDED SURVEY CONTROL
 HC0281
 HC0281  NGVD 29 (??/??/92)  226.732  (m)          743.87   (f) ADJ UNCH    2 0
 HC0281
 HC0281.Superseded values are not recommended for survey control.
 HC0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0281.See file dsdata.txt to determine how the superseded data were derived.
 HC0281
 HC0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB806450(NAD 83)
 HC0281_MARKER: DB = BENCH MARK DISK
 HC0281_SETTING: 0 = UNSPECIFIED SETTING
 HC0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0281
 HC0281  HISTORY     - Date     Condition        Report By
 HC0281  HISTORY     - UNK      MONUMENTED       CGS
 HC0281  HISTORY     - 1935     GOOD             NGS
 HC0281
 HC0281                          STATION DESCRIPTION
 HC0281
 HC0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0281'AT CENTERVILLE.
 HC0281'NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0043 ***********************************************************************
 GE0043  DESIGNATION -  B 53
 GE0043  PID         -  GE0043
 GE0043  STATE/COUNTY-  MO/STODDARD
 GE0043  USGS QUAD   -  PUXICO (1962)
 GE0043
 GE0043                         *CURRENT SURVEY CONTROL
 GE0043  ___________________________________________________________________
 GE0043* NAD 83(1986)-  36 56 13.     (N)    090 14 05.     (W)     SCALED    
 GE0043* NAVD 88     -       103.375  (meters)     339.16   (feet)  ADJUSTED  
 GE0043  ___________________________________________________________________
 GE0043  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GE0043  DYNAMIC HT  -         103.294 (meters)     338.89  (feet)  COMP
 GE0043  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 GE0043
 GE0043  VERT ORDER  -  SECOND    CLASS 0
 GE0043
 GE0043.The horizontal coordinates were scaled from a topographic map and have
 GE0043.an estimated accuracy of +/- 6 seconds.
 GE0043
 GE0043.The orthometric height was determined by differential leveling
 GE0043.and adjusted by the National Geodetic Survey in June 1991..
 GE0043
 GE0043.The geoid height was determined by GEOID03.
 GE0043
 GE0043.The dynamic height is computed by dividing the NAVD 88
 GE0043.geopotential number by the normal gravity value computed on the
 GE0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0043.degrees latitude (g = 980.6199 gals.).
 GE0043
 GE0043.The modeled gravity was interpolated from observed gravity values.
 GE0043
 GE0043;                    North         East    Units  Estimated Accuracy
 GE0043;SPC MO E     -   122,490.      273,630.      MT  (+/- 180 meters Scaled)
 GE0043
 GE0043                          SUPERSEDED SURVEY CONTROL
 GE0043
 GE0043  NGVD 29 (??/??/92)  103.408  (m)          339.26   (f) ADJ UNCH    2 0
 GE0043
 GE0043.Superseded values are not recommended for survey control.
 GE0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0043.See file dsdata.txt to determine how the superseded data were derived.
 GE0043
 GE0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA462914(NAD 83)
 GE0043_MARKER: DB = BENCH MARK DISK
 GE0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0043_STAMPING: B 53 1934
 GE0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0043+STABILITY: SURFACE MOTION
 GE0043
 GE0043  HISTORY     - Date     Condition        Report By
 GE0043  HISTORY     - 1934     MONUMENTED       CGS
 GE0043  HISTORY     - 1962     GOOD             NGS
 GE0043  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0043
 GE0043                          STATION DESCRIPTION
 GE0043
 GE0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GE0043'2.5 MI W FROM MINGO.
 GE0043'ABOUT 2.5 MILES WEST FROM MINGO, STODDARD COUNTY, VIA THE ROADS
 GE0043'THROUGH THE MINGO WILDLIFE REFUGE, ABOUT 2.0 MILES WEST ALONG
 GE0043'THE ABANDONED ST. LOUIS-SAN FRANCISCO RAILROAD BED, RAILS AND
 GE0043'TIES REMOVED, ABOUT 2000 FEET EAST ALONG THE ABANDONED RAILROAD
 GE0043'FROM A CROSSROAD, WITH THE EAST-WEST ROAD ON TOP OF THE
 GE0043'ABANDONED ROADBED, 650 FEET EAST FROM THE WEST EDGE OF A TIMBER
 GE0043'LINE, INTO THE TIMBER ALONG THE ABANDONED RAILROAD GRADE, 39
 GE0043'FEET NORTH OF THE CENTER OF THE GRADE, A STD TABLET STAMPED
 GE0043'B 53 1934, SET IN A CONC. POST.
 GE0043
 GE0043                          STATION RECOVERY (2002)
 GE0043
 GE0043'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0003 ***********************************************************************
 HC0003  DESIGNATION -  B 54
 HC0003  PID         -  HC0003
 HC0003  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0003  USGS QUAD   -  STE GENEVIEVE (1993)
 HC0003
 HC0003                         *CURRENT SURVEY CONTROL
 HC0003  ___________________________________________________________________
 HC0003* NAD 83(1986)-  37 58 24.     (N)    090 04 21.     (W)     SCALED    
 HC0003* NAVD 88     -       135.112  (meters)     443.28   (feet)  ADJUSTED  
 HC0003  ___________________________________________________________________
 HC0003  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HC0003  DYNAMIC HT  -         135.018 (meters)     442.97  (feet)  COMP
 HC0003  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 HC0003
 HC0003  VERT ORDER  -  SECOND    CLASS 0
 HC0003
 HC0003.The horizontal coordinates were scaled from a topographic map and have
 HC0003.an estimated accuracy of +/- 6 seconds.
 HC0003
 HC0003.The orthometric height was determined by differential leveling
 HC0003.and adjusted by the National Geodetic Survey in June 1991..
 HC0003
 HC0003.The geoid height was determined by GEOID03.
 HC0003
 HC0003.The dynamic height is computed by dividing the NAVD 88
 HC0003.geopotential number by the normal gravity value computed on the
 HC0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0003.degrees latitude (g = 980.6199 gals.).
 HC0003
 HC0003.The modeled gravity was interpolated from observed gravity values.
 HC0003
 HC0003;                    North         East    Units  Estimated Accuracy
 HC0003;SPC MO E     -   237,560.      287,560.      MT  (+/- 180 meters Scaled)
 HC0003
 HC0003                          SUPERSEDED SURVEY CONTROL
 HC0003
 HC0003  NGVD 29 (??/??/92)  135.209  (m)          443.60   (f) ADJ UNCH    2 0
 HC0003
 HC0003.Superseded values are not recommended for survey control.
 HC0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0003.See file dsdata.txt to determine how the superseded data were derived.
 HC0003
 HC0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC571069(NAD 83)
 HC0003_MARKER: DB = BENCH MARK DISK
 HC0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0003_SP_SET: BRIDGE
 HC0003_STAMPING: B 54 1934
 HC0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0003+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 HC0003
 HC0003  HISTORY     - Date     Condition        Report By
 HC0003  HISTORY     - 1934     MONUMENTED       CGS
 HC0003  HISTORY     - 1955     GOOD             NGS
 HC0003  HISTORY     - 20020912 GOOD             MODNR
 HC0003
 HC0003                          STATION DESCRIPTION
 HC0003
 HC0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HC0003'AT MOSHER.
 HC0003'AT MOSHER, ON THE MISSOURI-ILLINOIS RAILROAD, 50 FEET NORTH OF
 HC0003'MILEPOST 87, BETWEEN A LIMESTONE MINE AND A QUARRY, 40 FEET
 HC0003'SOUTHEAST OF A T-ROAD JUNCTION, AT BRIDGE 87.0, IN THE TOP OF THE
 HC0003'NORTH END OF THE EAST CONCRETE ABUTMENT, AND 18 FEET NORTH OF THE
 HC0003'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 54 1934.
 HC0003
 HC0003                          STATION RECOVERY (2002)
 HC0003
 HC0003'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 HC0003'THE BENCHMARK IS IN AN AREA OF HEAVY EQUIPMENT USE. PERMISSION FROM
 HC0003'THE MISSISSIPPI LIME COMPANY IS NEEDED TO USE THIS BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0324 ***********************************************************************
 HC0324  DESIGNATION -  B 55
 HC0324  PID         -  HC0324
 HC0324  STATE/COUNTY-  MO/ST FRANCOIS
 HC0324  USGS QUAD   -  FLAT RIVER (1982)
 HC0324
 HC0324                         *CURRENT SURVEY CONTROL
 HC0324  ___________________________________________________________________
 HC0324* NAD 83(1986)-  37 49 52.     (N)    090 32 03.     (W)     SCALED    
 HC0324* NAVD 88     -       233.320  (meters)     765.48   (feet)  ADJUSTED  
 HC0324  ___________________________________________________________________
 HC0324  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HC0324  DYNAMIC HT  -         233.153 (meters)     764.94  (feet)  COMP
 HC0324  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 HC0324
 HC0324  VERT ORDER  -  SECOND    CLASS 0
 HC0324
 HC0324.The horizontal coordinates were scaled from a topographic map and have
 HC0324.an estimated accuracy of +/- 6 seconds.
 HC0324
 HC0324.The orthometric height was determined by differential leveling
 HC0324.and adjusted by the National Geodetic Survey in June 1991..
 HC0324
 HC0324.The geoid height was determined by GEOID03.
 HC0324
 HC0324.The dynamic height is computed by dividing the NAVD 88
 HC0324.geopotential number by the normal gravity value computed on the
 HC0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0324.degrees latitude (g = 980.6199 gals.).
 HC0324
 HC0324.The modeled gravity was interpolated from observed gravity values.
 HC0324
 HC0324;                    North         East    Units  Estimated Accuracy
 HC0324;SPC MO E     -   221,690.      246,990.      MT  (+/- 180 meters Scaled)
 HC0324
 HC0324                          SUPERSEDED SURVEY CONTROL
 HC0324
 HC0324  NGVD 29 (??/??/92)  233.381  (m)          765.68   (f) ADJ UNCH    2 0
 HC0324
 HC0324.Superseded values are not recommended for survey control.
 HC0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0324.See file dsdata.txt to determine how the superseded data were derived.
 HC0324
 HC0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB170899(NAD 83)
 HC0324_MARKER: DB = BENCH MARK DISK
 HC0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0324_SP_SET: BRIDGE
 HC0324_STAMPING: B 55 1934
 HC0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0324
 HC0324  HISTORY     - Date     Condition        Report By
 HC0324  HISTORY     - 1934     MONUMENTED       CGS
 HC0324  HISTORY     - 1956     GOOD             NGS
 HC0324  HISTORY     - 1985     POOR             NGS
 HC0324
 HC0324                          STATION DESCRIPTION
 HC0324
 HC0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HC0324'0.5 MI S FROM ELVINS.
 HC0324'0.5 MILE SOUTH ALONG THE MISSOURI-ILLINOIS RAILROAD FROM ELVINS,
 HC0324'ST. FRANCOIS COUNTY, 90 FEET NORTH OF THE ROAD CROSSING AT DERBY,
 HC0324'AT A PLATE GIRDER BRIDGE OVER A STREAM, IN THE TOP OF THE SOUTH
 HC0324'CONCRETE ABUTMENT, AND 15 FEET EAST OF THE TRACK.  A STANDARD
 HC0324'DISK, STAMPED B 55 1934.
 HC0324
 HC0324                          STATION RECOVERY (1985)
 HC0324
 HC0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HC0324'TWO THIRD OF THE DISK MISSING. IT IS 0.64 KM (0.4 MI) SOUTH ALONG THE
 HC0324'RAILROAD FROM THE MAIN STREET CROSSING, AT ELVINS, IN THE EAST END OF
 HC0324'THE SOUTH ABUTMENT OF THE RAILROAD BRIDGE OVER THE FLAT RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0448 ***********************************************************************
 HC0448  DESIGNATION -  B 56
 HC0448  PID         -  HC0448
 HC0448  STATE/COUNTY-  MO/IRON
 HC0448  USGS QUAD   -  VIBURNUM EAST (1981)
 HC0448
 HC0448                         *CURRENT SURVEY CONTROL
 HC0448  ___________________________________________________________________
 HC0448* NAD 83(1986)-  37 40 30.     (N)    091 02 01.     (W)     SCALED    
 HC0448* NAVD 88     -       403.880  (meters)    1325.06   (feet)  ADJUSTED  
 HC0448  ___________________________________________________________________
 HC0448  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HC0448  DYNAMIC HT  -         403.568 (meters)    1324.04  (feet)  COMP
 HC0448  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 HC0448
 HC0448  VERT ORDER  -  SECOND    CLASS 0
 HC0448
 HC0448.The horizontal coordinates were scaled from a topographic map and have
 HC0448.an estimated accuracy of +/- 6 seconds.
 HC0448
 HC0448.The orthometric height was determined by differential leveling
 HC0448.and adjusted by the National Geodetic Survey in June 1991..
 HC0448
 HC0448.The geoid height was determined by GEOID03.
 HC0448
 HC0448.The dynamic height is computed by dividing the NAVD 88
 HC0448.geopotential number by the normal gravity value computed on the
 HC0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0448.degrees latitude (g = 980.6199 gals.).
 HC0448
 HC0448.The modeled gravity was interpolated from observed gravity values.
 HC0448
 HC0448;                    North         East    Units  Estimated Accuracy
 HC0448;SPC MO E     -   204,500.      202,930.      MT  (+/- 180 meters Scaled)
 HC0448
 HC0448                          SUPERSEDED SURVEY CONTROL
 HC0448
 HC0448  NGVD 29 (??/??/92)  403.840  (m)         1324.93   (f) ADJ UNCH    2 0
 HC0448
 HC0448.Superseded values are not recommended for survey control.
 HC0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0448.See file dsdata.txt to determine how the superseded data were derived.
 HC0448
 HC0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB734715(NAD 83)
 HC0448_MARKER: DB = BENCH MARK DISK
 HC0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0448_STAMPING: B 56 1934
 HC0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0448+STABILITY: SURFACE MOTION
 HC0448
 HC0448  HISTORY     - Date     Condition        Report By
 HC0448  HISTORY     - 1934     MONUMENTED       CGS
 HC0448  HISTORY     - 1966     MARK NOT FOUND   USGS
 HC0448
 HC0448                          STATION DESCRIPTION
 HC0448
 HC0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0448'5.8 MI E FROM BIXBY.
 HC0448'5.8 MILES EAST ALONG STATE HIGHWAY 32 FROM THE GENERAL STORE AT
 HC0448'BIXBY, IRON COUNTY, 400 FEET SOUTHEAST OF THE TOWN PROPER OF EAST
 HC0448'END, 140 FEET SOUTHWEST OF THE EAST CITY-LIMIT SIGN, ON THE INSIDE
 HC0448'OF A NORTH CONVEX CURVE, 100 FEET NORTH OF THE PROLONGED CENTERLINE
 HC0448'OF THE EAST ROAD LEADING INTO TOWN, AND 40 FEET SOUTH OF THE
 HC0448'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 56 1934 AND
 HC0448'SET IN THE TOP OF A CONCRETE POST.
 HC0448
 HC0448                          STATION RECOVERY (1966)
 HC0448
 HC0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HC0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0118 ***********************************************************************
 HC0118  DESIGNATION -  B 58
 HC0118  PID         -  HC0118
 HC0118  STATE/COUNTY-  MO/WAYNE
 HC0118  USGS QUAD   -  COLDWATER (1980)
 HC0118
 HC0118                         *CURRENT SURVEY CONTROL
 HC0118  ___________________________________________________________________
 HC0118* NAD 83(1986)-  37 18 12.     (N)    090 24 34.     (W)     SCALED    
 HC0118* NAVD 88     -       152.880  (meters)     501.57   (feet)  ADJUSTED  
 HC0118  ___________________________________________________________________
 HC0118  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HC0118  DYNAMIC HT  -         152.765 (meters)     501.20  (feet)  COMP
 HC0118  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 HC0118
 HC0118  VERT ORDER  -  SECOND    CLASS 0
 HC0118
 HC0118.The horizontal coordinates were scaled from a topographic map and have
 HC0118.an estimated accuracy of +/- 6 seconds.
 HC0118
 HC0118.The orthometric height was determined by differential leveling
 HC0118.and adjusted by the National Geodetic Survey in June 1991..
 HC0118
 HC0118.The geoid height was determined by GEOID03.
 HC0118
 HC0118.The dynamic height is computed by dividing the NAVD 88
 HC0118.geopotential number by the normal gravity value computed on the
 HC0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0118.degrees latitude (g = 980.6199 gals.).
 HC0118
 HC0118.The modeled gravity was interpolated from observed gravity values.
 HC0118
 HC0118;                    North         East    Units  Estimated Accuracy
 HC0118;SPC MO E     -   163,120.      258,030.      MT  (+/- 180 meters Scaled)
 HC0118
 HC0118                          SUPERSEDED SURVEY CONTROL
 HC0118
 HC0118  NGVD 29 (??/??/92)  152.938  (m)          501.76   (f) ADJ UNCH    2 0
 HC0118
 HC0118.Superseded values are not recommended for survey control.
 HC0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0118.See file dsdata.txt to determine how the superseded data were derived.
 HC0118
 HC0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB296316(NAD 83)
 HC0118_MARKER: DB = BENCH MARK DISK
 HC0118_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HC0118_SP_SET: BRIDGE ABUTMENT
 HC0118_STAMPING: B 58 1934
 HC0118_MARK LOGO: CGS   
 HC0118_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0118+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2002
 HC0118
 HC0118  HISTORY     - Date     Condition        Report By
 HC0118  HISTORY     - 1934     MONUMENTED       CGS
 HC0118  HISTORY     - 19970605 GOOD             MODNR
 HC0118  HISTORY     - 20020906 GOOD             USACE
 HC0118
 HC0118                          STATION DESCRIPTION
 HC0118
 HC0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0118'AT COLDWATER.
 HC0118'AT COLDWATER, WAYNE COUNTY, ON U.S. HIGHWAY 67, 60 FEET NORTH
 HC0118'OF THE NORTHWEST CORNER OF THE COLDWATER SPRING LUNCH ROOM, 102
 HC0118'FEET NORTH OF AN ELM TREE 4.5 FEET IN DIAMETER AT ITS BASE AND
 HC0118'HAVING A 2-1/2-INCH STEEL BAND 12 FEET ABOVE THE GROUND, AT
 HC0118'BRIDGE C 881 OVER CEDAR CREEK, IN THE TOP OF THE SOUTH CONCRETE
 HC0118'ABUTMENT, AND 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 HC0118'A STANDARD DISK, STAMPED B 58 1934.
 HC0118
 HC0118                          STATION RECOVERY (1997)
 HC0118
 HC0118'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 HC0118'RECOVERED AS DESCRIBED.
 HC0118
 HC0118                          STATION RECOVERY (2002)
 HC0118
 HC0118'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0257 ***********************************************************************
 JC0257  DESIGNATION -  B 59
 JC0257  PID         -  JC0257
 JC0257  STATE/COUNTY-  MO/JEFFERSON
 JC0257  USGS QUAD   -  HERCULANEUM (1993)
 JC0257
 JC0257                         *CURRENT SURVEY CONTROL
 JC0257  ___________________________________________________________________
 JC0257* NAD 83(1986)-  38 15 09.     (N)    090 25 47.     (W)     SCALED    
 JC0257* NAVD 88     -       128.594  (meters)     421.90   (feet)  ADJUSTED  
 JC0257  ___________________________________________________________________
 JC0257  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JC0257  DYNAMIC HT  -         128.509 (meters)     421.62  (feet)  COMP
 JC0257  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 JC0257
 JC0257  VERT ORDER  -  SECOND    CLASS 0
 JC0257
 JC0257.The horizontal coordinates were scaled from a topographic map and have
 JC0257.an estimated accuracy of +/- 6 seconds.
 JC0257
 JC0257.The orthometric height was determined by differential leveling
 JC0257.and adjusted by the National Geodetic Survey in June 1991..
 JC0257
 JC0257.The geoid height was determined by GEOID03.
 JC0257
 JC0257.The dynamic height is computed by dividing the NAVD 88
 JC0257.geopotential number by the normal gravity value computed on the
 JC0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0257.degrees latitude (g = 980.6199 gals.).
 JC0257
 JC0257.The modeled gravity was interpolated from observed gravity values.
 JC0257
 JC0257;                    North         East    Units  Estimated Accuracy
 JC0257;SPC MO E     -   268,460.      256,150.      MT  (+/- 180 meters Scaled)
 JC0257
 JC0257                          SUPERSEDED SURVEY CONTROL
 JC0257
 JC0257  NGVD 29 (??/??/92)  128.714  (m)          422.29   (f) ADJ UNCH    2 0
 JC0257
 JC0257.Superseded values are not recommended for survey control.
 JC0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0257.See file dsdata.txt to determine how the superseded data were derived.
 JC0257
 JC0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC249369(NAD 83)
 JC0257_MARKER: DB = BENCH MARK DISK
 JC0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0257_STAMPING: B 59 1934
 JC0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0257+STABILITY: SURFACE MOTION
 JC0257
 JC0257  HISTORY     - Date     Condition        Report By
 JC0257  HISTORY     - 1934     MONUMENTED       CGS
 JC0257  HISTORY     - 1935     GOOD             NGS
 JC0257  HISTORY     - 1963     MARK NOT FOUND   USGS
 JC0257
 JC0257                          STATION DESCRIPTION
 JC0257
 JC0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0257'3.2 MI S FROM PEVELY.
 JC0257'3.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM PEVELY,
 JC0257'JEFFERSON COUNTY, 0.2 MILE NORTH OF THE OVERHEAD CROSSING OF THE
 JC0257'ST. LOUIS-SAN FRANCISCO RAILWAY, 56 FEET WEST OF THE CENTERLINE
 JC0257'OF THE TRACK, 30 FEET SOUTH OF THE CENTER OF THE GATE TO A ROAD
 JC0257'LEADING TO A FARMHOUSE, AND 3 FEET EAST OF A FENCE.  A STANDARD
 JC0257'DISK, STAMPED B 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JC0257
 JC0257                          STATION RECOVERY (1963)
 JC0257
 JC0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JC0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0187 ***********************************************************************
 HD0187  DESIGNATION -  B 6
 HD0187  PID         -  HD0187
 HD0187  STATE/COUNTY-  MO/PULASKI
 HD0187  USGS QUAD   -  WAYNESVILLE (1985)
 HD0187
 HD0187                         *CURRENT SURVEY CONTROL
 HD0187  ___________________________________________________________________
 HD0187* NAD 83(1986)-  37 51 06.     (N)    092 12 43.     (W)     SCALED    
 HD0187* NAVD 88     -       243.339  (meters)     798.35   (feet)  ADJUSTED  
 HD0187  ___________________________________________________________________
 HD0187  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HD0187  DYNAMIC HT  -         243.158 (meters)     797.76  (feet)  COMP
 HD0187  MODELED GRAV-     979,879.0   (mgal)                       NAVD 88
 HD0187
 HD0187  VERT ORDER  -  SECOND    CLASS 0
 HD0187
 HD0187.The horizontal coordinates were scaled from a topographic map and have
 HD0187.an estimated accuracy of +/- 6 seconds.
 HD0187
 HD0187.The orthometric height was determined by differential leveling
 HD0187.and adjusted by the National Geodetic Survey in June 1991..
 HD0187
 HD0187.The geoid height was determined by GEOID03.
 HD0187
 HD0187.The dynamic height is computed by dividing the NAVD 88
 HD0187.geopotential number by the normal gravity value computed on the
 HD0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0187.degrees latitude (g = 980.6199 gals.).
 HD0187
 HD0187.The modeled gravity was interpolated from observed gravity values.
 HD0187
 HD0187;                    North         East    Units  Estimated Accuracy
 HD0187;SPC MO C     -   224,010.      525,350.      MT  (+/- 180 meters Scaled)
 HD0187
 HD0187                          SUPERSEDED SURVEY CONTROL
 HD0187
 HD0187  NGVD 29 (??/??/92)  243.240  (m)          798.03   (f) ADJ UNCH    2 0
 HD0187
 HD0187.Superseded values are not recommended for survey control.
 HD0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0187.See file dsdata.txt to determine how the superseded data were derived.
 HD0187
 HD0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB693896(NAD 83)
 HD0187_MARKER: DD = SURVEY DISK
 HD0187_SETTING: 66 = SET IN ROCK OUTCROP
 HD0187_SP_SET: ROCK OUTCROP
 HD0187_STAMPING: MO 798 B 6 1925
 HD0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0187+STABILITY: POSITION/ELEVATION WELL
 HD0187
 HD0187  HISTORY     - Date     Condition        Report By
 HD0187  HISTORY     - 1925     MONUMENTED       USGS
 HD0187  HISTORY     - 1946     GOOD             NGS
 HD0187
 HD0187                          STATION DESCRIPTION
 HD0187
 HD0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0187'2.3 MI NW FROM WAYNESVILLE.
 HD0187'ABOUT 2.3 MILES NORTHWEST ALONG MISSOURI STATE HIGHWAY NO. 17
 HD0187'FROM THE COURTHOUSE AT WAYNESVILLE, ABOUT 0.1 MILE EAST OF THE
 HD0187'BRIDGE OVER THE GASCONADE RIVER, ABOUT 150 FEET SOUTHEAST OF
 HD0187'THE ENTRANCE TO THE CAVE AT THE KRAPF RESORT, ABOUT 75 FEET
 HD0187'NORTH OF AND 30 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY,
 HD0187'ABOUT 25 FEET NORTH AND 15 FEET WEST OF THE NORTHEAST CORNER
 HD0187'OF A DWELLING HOUSE.  A BRONZE DISC SET IN THE TOP OF A ROCK
 HD0187'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0110 ***********************************************************************
 JD0110  DESIGNATION -  B 6
 JD0110  PID         -  JD0110
 JD0110  STATE/COUNTY-  MO/CALLAWAY
 JD0110  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD0110
 JD0110                         *CURRENT SURVEY CONTROL
 JD0110  ___________________________________________________________________
 JD0110* NAD 83(1986)-  38 43 13.     (N)    092 05 27.     (W)     SCALED    
 JD0110* NAVD 88     -       263.339  (meters)     863.97   (feet)  ADJUSTED  
 JD0110  ___________________________________________________________________
 JD0110  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JD0110  DYNAMIC HT  -         263.163 (meters)     863.39  (feet)  COMP
 JD0110  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 JD0110
 JD0110  VERT ORDER  -  SECOND    CLASS 0
 JD0110
 JD0110.The horizontal coordinates were scaled from a topographic map and have
 JD0110.an estimated accuracy of +/- 6 seconds.
 JD0110
 JD0110.The orthometric height was determined by differential leveling
 JD0110.and adjusted by the National Geodetic Survey in June 1991..
 JD0110
 JD0110.The geoid height was determined by GEOID03.
 JD0110
 JD0110.The dynamic height is computed by dividing the NAVD 88
 JD0110.geopotential number by the normal gravity value computed on the
 JD0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0110.degrees latitude (g = 980.6199 gals.).
 JD0110
 JD0110.The modeled gravity was interpolated from observed gravity values.
 JD0110
 JD0110;                    North         East    Units  Estimated Accuracy
 JD0110;SPC MO C     -   320,460.      535,580.      MT  (+/- 180 meters Scaled)
 JD0110
 JD0110                          SUPERSEDED SURVEY CONTROL
 JD0110
 JD0110  NGVD 29 (??/??/92)  263.358  (m)          864.03   (f) ADJ UNCH    2 0
 JD0110
 JD0110.Superseded values are not recommended for survey control.
 JD0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0110.See file dsdata.txt to determine how the superseded data were derived.
 JD0110
 JD0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC790861(NAD 83)
 JD0110_MARKER: DD = SURVEY DISK
 JD0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0110_STAMPING: B 6 1927
 JD0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0110+STABILITY: SURFACE MOTION
 JD0110
 JD0110  HISTORY     - Date     Condition        Report By
 JD0110  HISTORY     - 1927     MONUMENTED       USGS
 JD0110  HISTORY     - 1935     GOOD             NGS
 JD0110
 JD0110                          STATION DESCRIPTION
 JD0110
 JD0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD0110'IN NEW BLOOMFIELD.
 JD0110'AT NEW BLOOMFIELD, ABOUT 53 FEET NORTH OF THE CENTERLINE OF
 JD0110'MAIN STREET, 38 FEET WEST OF THE FARMERS BANK BUILDING AND
 JD0110'22 FEET EAST OF THE CENTERLINE OF THE CHICAGO AND ALTON RAILROAD
 JD0110'TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 6
 JD0110'1927 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1158 ***********************************************************************
 JD1158  DESIGNATION -  B 6 B 1
 JD1158  PID         -  JD1158
 JD1158  STATE/COUNTY-  MO/PETTIS
 JD1158  USGS QUAD   -  BEAMAN (1978)
 JD1158
 JD1158                         *CURRENT SURVEY CONTROL
 JD1158  ___________________________________________________________________
 JD1158* NAD 83(1986)-  38 51 31.     (N)    093 12 43.     (W)     SCALED    
 JD1158* NAVD 88     -       256.334  (meters)     840.99   (feet)  ADJUSTED  
 JD1158  ___________________________________________________________________
 JD1158  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1158  DYNAMIC HT  -         256.168 (meters)     840.44  (feet)  COMP
 JD1158  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 JD1158
 JD1158  VERT ORDER  -  SECOND    CLASS 0
 JD1158
 JD1158.The horizontal coordinates were scaled from a topographic map and have
 JD1158.an estimated accuracy of +/- 6 seconds.
 JD1158
 JD1158.The orthometric height was determined by differential leveling
 JD1158.and adjusted by the National Geodetic Survey in June 1991..
 JD1158
 JD1158.The geoid height was determined by GEOID03.
 JD1158
 JD1158.The dynamic height is computed by dividing the NAVD 88
 JD1158.geopotential number by the normal gravity value computed on the
 JD1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1158.degrees latitude (g = 980.6199 gals.).
 JD1158
 JD1158.The modeled gravity was interpolated from observed gravity values.
 JD1158
 JD1158;                    North         East    Units  Estimated Accuracy
 JD1158;SPC MO C     -   335,980.      438,210.      MT  (+/- 180 meters Scaled)
 JD1158
 JD1158                          SUPERSEDED SURVEY CONTROL
 JD1158
 JD1158  NGVD 29 (??/??/92)  256.24   (m)          840.7    (f) COMPUTED    2 0
 JD1158
 JD1158.Superseded values are not recommended for survey control.
 JD1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1158.See file dsdata.txt to determine how the superseded data were derived.
 JD1158
 JD1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD816011(NAD 83)
 JD1158_MARKER: DZ = AZIMUTH MARK DISK
 JD1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1158_STAMPING: B 6 B 1
 JD1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1158+STABILITY: SURFACE MOTION
 JD1158
 JD1158  HISTORY     - Date     Condition        Report By
 JD1158  HISTORY     - UNK      MONUMENTED       DOD
 JD1158  HISTORY     - 1963     GOOD             NGS
 JD1158
 JD1158                          STATION DESCRIPTION
 JD1158
 JD1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1158'10.8 MI N FROM SEDALIA.
 JD1158'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1158'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1158'HIGHWAY 65, THENCE 0.3 MILE EAST ALONG COUNTY ROAD J, AT THE
 JD1158'CREST OF A HILL, 51 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 JD1158'19.2 FEET NORTH OF A FENCE, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 JD1158'ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF
 JD1158'MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0926 ***********************************************************************
 JD0926  DESIGNATION -  B 6 B 2
 JD0926  PID         -  JD0926
 JD0926  STATE/COUNTY-  MO/PETTIS
 JD0926  USGS QUAD   -  BEAMAN (1978)
 JD0926
 JD0926                         *CURRENT SURVEY CONTROL
 JD0926  ___________________________________________________________________
 JD0926* NAD 83(1986)-  38 51 41.     (N)    093 12 52.     (W)     SCALED    
 JD0926* NAVD 88     -       257.803  (meters)     845.81   (feet)  ADJUSTED  
 JD0926  ___________________________________________________________________
 JD0926  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0926  DYNAMIC HT  -         257.635 (meters)     845.26  (feet)  COMP
 JD0926  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 JD0926
 JD0926  VERT ORDER  -  SECOND    CLASS 0
 JD0926
 JD0926.The horizontal coordinates were scaled from a topographic map and have
 JD0926.an estimated accuracy of +/- 6 seconds.
 JD0926
 JD0926.The orthometric height was determined by differential leveling
 JD0926.and adjusted by the National Geodetic Survey in June 1991..
 JD0926
 JD0926.The geoid height was determined by GEOID03.
 JD0926
 JD0926.The dynamic height is computed by dividing the NAVD 88
 JD0926.geopotential number by the normal gravity value computed on the
 JD0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0926.degrees latitude (g = 980.6199 gals.).
 JD0926
 JD0926.The modeled gravity was interpolated from observed gravity values.
 JD0926
 JD0926;                    North         East    Units  Estimated Accuracy
 JD0926;SPC MO C     -   336,290.      437,990.      MT  (+/- 180 meters Scaled)
 JD0926
 JD0926                          SUPERSEDED SURVEY CONTROL
 JD0926
 JD0926  NGVD 29 (??/??/92)  257.71   (m)          845.5    (f) COMPUTED    2 0
 JD0926
 JD0926.Superseded values are not recommended for survey control.
 JD0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0926.See file dsdata.txt to determine how the superseded data were derived.
 JD0926
 JD0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD813014(NAD 83)
 JD0926_MARKER: Z = SEE DESCRIPTION
 JD0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0926_SP_SET: TRIBRACH
 JD0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0926
 JD0926  HISTORY     - Date     Condition        Report By
 JD0926  HISTORY     - UNK      MONUMENTED       DOD
 JD0926  HISTORY     - 1963     GOOD             NGS
 JD0926
 JD0926                          STATION DESCRIPTION
 JD0926
 JD0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0926'10.8 MI N FROM SEDALIA.
 JD0926'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0926'STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S. HIGHWAY
 JD0926'65, THENCE 0.3 MILE NORTHEAST ACROSS A FIELD, ON THE NORTHEAST
 JD0926'SLOPE OF A SLIGHT RISE, 30 FEET EAST OF THE EAST EDGE OF A SMALL
 JD0926'POND, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF
 JD0926'MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0306 ***********************************************************************
 GF0306  DESIGNATION -  B 60
 GF0306  PID         -  GF0306
 GF0306  STATE/COUNTY-  MO/STONE
 GF0306  USGS QUAD   -  REEDS SPRING (1989)
 GF0306
 GF0306                         *CURRENT SURVEY CONTROL
 GF0306  ___________________________________________________________________
 GF0306* NAD 83(1986)-  36 44 00.     (N)    093 22 59.     (W)     SCALED    
 GF0306* NAVD 88     -       404.258  (meters)    1326.30   (feet)  ADJUSTED  
 GF0306  ___________________________________________________________________
 GF0306  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GF0306  DYNAMIC HT  -         403.910 (meters)    1325.16  (feet)  COMP
 GF0306  MODELED GRAV-     979,760.3   (mgal)                       NAVD 88
 GF0306
 GF0306  VERT ORDER  -  SECOND    CLASS 0
 GF0306
 GF0306.The horizontal coordinates were scaled from a topographic map and have
 GF0306.an estimated accuracy of +/- 6 seconds.
 GF0306
 GF0306.The orthometric height was determined by differential leveling
 GF0306.and adjusted by the National Geodetic Survey in June 1991..
 GF0306
 GF0306.The geoid height was determined by GEOID03.
 GF0306
 GF0306.The dynamic height is computed by dividing the NAVD 88
 GF0306.geopotential number by the normal gravity value computed on the
 GF0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0306.degrees latitude (g = 980.6199 gals.).
 GF0306
 GF0306.The modeled gravity was interpolated from observed gravity values.
 GF0306
 GF0306;                    North         East    Units  Estimated Accuracy
 GF0306;SPC MO C     -   100,230.      421,130.      MT  (+/- 180 meters Scaled)
 GF0306
 GF0306                          SUPERSEDED SURVEY CONTROL
 GF0306
 GF0306  NGVD 29 (??/??/92)  404.116  (m)         1325.84   (f) ADJ UNCH    2 0
 GF0306
 GF0306.Superseded values are not recommended for survey control.
 GF0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0306.See file dsdata.txt to determine how the superseded data were derived.
 GF0306
 GF0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA657653(NAD 83)
 GF0306_MARKER: DB = BENCH MARK DISK
 GF0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0306_SP_SET: CULVERT
 GF0306_STAMPING: B 60 1934
 GF0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0306
 GF0306  HISTORY     - Date     Condition        Report By
 GF0306  HISTORY     - 1934     MONUMENTED       CGS
 GF0306
 GF0306                          STATION DESCRIPTION
 GF0306
 GF0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0306'1.3 MI S FROM REEDS SPRING.
 GF0306'1.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE MISSOURI PACIFIC
 GF0306'RAILROAD STATION AT REEDS SPRING, STONE COUNTY, 0.2 MILE SOUTH
 GF0306'OF THE JUNCTION WITH COUNTY HIGHWAY C, AT A 6-BY-4-FOOT CONCRETE
 GF0306'BOX CULVERT, IN THE TOP OF THE NORTHEAST END OF THE NORTH SIDE
 GF0306'WALL, AND ABOUT 1.1 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 GF0306'DISK, STAMPED B 60 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0225 ***********************************************************************
 GF0225  DESIGNATION -  B 61
 GF0225  PID         -  GF0225
 GF0225  STATE/COUNTY-  MO/STONE
 GF0225  USGS QUAD   -  GARBER (1989)
 GF0225
 GF0225                         *CURRENT SURVEY CONTROL
 GF0225  ___________________________________________________________________
 GF0225* NAD 83(1986)-  36 42 11.     (N)    093 20 19.     (W)     SCALED    
 GF0225* NAVD 88     -       317.477  (meters)    1041.59   (feet)  ADJUSTED  
 GF0225  ___________________________________________________________________
 GF0225  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GF0225  DYNAMIC HT  -         317.202 (meters)    1040.69  (feet)  COMP
 GF0225  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 GF0225
 GF0225  VERT ORDER  -  SECOND    CLASS 0
 GF0225
 GF0225.The horizontal coordinates were scaled from a topographic map and have
 GF0225.an estimated accuracy of +/- 6 seconds.
 GF0225
 GF0225.The orthometric height was determined by differential leveling
 GF0225.and adjusted by the National Geodetic Survey in June 1991..
 GF0225
 GF0225.The geoid height was determined by GEOID03.
 GF0225
 GF0225.The dynamic height is computed by dividing the NAVD 88
 GF0225.geopotential number by the normal gravity value computed on the
 GF0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0225.degrees latitude (g = 980.6199 gals.).
 GF0225
 GF0225.The modeled gravity was interpolated from observed gravity values.
 GF0225
 GF0225;                    North         East    Units  Estimated Accuracy
 GF0225;SPC MO C     -    96,830.      425,070.      MT  (+/- 180 meters Scaled)
 GF0225
 GF0225                          SUPERSEDED SURVEY CONTROL
 GF0225
 GF0225  NGVD 29 (??/??/92)  317.332  (m)         1041.11   (f) ADJ UNCH    2 0
 GF0225
 GF0225.Superseded values are not recommended for survey control.
 GF0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0225.See file dsdata.txt to determine how the superseded data were derived.
 GF0225
 GF0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA697619(NAD 83)
 GF0225_MARKER: DB = BENCH MARK DISK
 GF0225_SETTING: 66 = SET IN ROCK OUTCROP
 GF0225_SP_SET: ROCK OUTCROP
 GF0225_STAMPING: B 61 1934
 GF0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0225+STABILITY: POSITION/ELEVATION WELL
 GF0225
 GF0225  HISTORY     - Date     Condition        Report By
 GF0225  HISTORY     - 1934     MONUMENTED       CGS
 GF0225
 GF0225                          STATION DESCRIPTION
 GF0225
 GF0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0225'3.9 MI SE FROM REEDS SPRING.
 GF0225'3.9 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM REEDS
 GF0225'SPRING, STONE COUNTY, AT THE SIDING AT MARVEL CAVE, 205 FEET
 GF0225'SOUTHEAST OF POLE 456+30, 40 FEET NORTH OF THE CENTER OF A ROAD
 GF0225'CROSSING, 17.5 FEET SOUTHEAST OF THE SOUTH POST OF A LOADING
 GF0225'PLATFORM, 27.5 FEET EAST OF THE CENTERLINE OF THE TRACK, IN A LEDGE
 GF0225'OF A LIMESTONE OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE BED OF
 GF0225'THE TRACK.  A STANDARD DISK, STAMPED B 61 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0155 ***********************************************************************
 GF0155  DESIGNATION -  B 62
 GF0155  PID         -  GF0155
 GF0155  STATE/COUNTY-  MO/TANEY
 GF0155  USGS QUAD   -  BRADLEYVILLE (1982)
 GF0155
 GF0155                         *CURRENT SURVEY CONTROL
 GF0155  ___________________________________________________________________
 GF0155* NAD 83(1986)-  36 46 27.     (N)    092 59 25.     (W)     SCALED    
 GF0155* NAVD 88     -       328.635  (meters)    1078.20   (feet)  ADJUSTED  
 GF0155  ___________________________________________________________________
 GF0155  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GF0155  DYNAMIC HT  -         328.362 (meters)    1077.30  (feet)  COMP
 GF0155  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 GF0155
 GF0155  VERT ORDER  -  SECOND    CLASS 0
 GF0155
 GF0155.The horizontal coordinates were scaled from a topographic map and have
 GF0155.an estimated accuracy of +/- 6 seconds.
 GF0155
 GF0155.The orthometric height was determined by differential leveling
 GF0155.and adjusted by the National Geodetic Survey in June 1991..
 GF0155
 GF0155.The geoid height was determined by GEOID03.
 GF0155
 GF0155.The dynamic height is computed by dividing the NAVD 88
 GF0155.geopotential number by the normal gravity value computed on the
 GF0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0155.degrees latitude (g = 980.6199 gals.).
 GF0155
 GF0155.The modeled gravity was interpolated from observed gravity values.
 GF0155
 GF0155;                    North         East    Units  Estimated Accuracy
 GF0155;SPC MO C     -   104,500.      456,230.      MT  (+/- 180 meters Scaled)
 GF0155
 GF0155                          SUPERSEDED SURVEY CONTROL
 GF0155
 GF0155  NGVD 29 (??/??/92)  328.505  (m)         1077.77   (f) ADJ UNCH    2 0
 GF0155
 GF0155.Superseded values are not recommended for survey control.
 GF0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0155.See file dsdata.txt to determine how the superseded data were derived.
 GF0155
 GF0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA008698(NAD 83)
 GF0155_MARKER: DB = BENCH MARK DISK
 GF0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0155_SP_SET: CULVERT
 GF0155_STAMPING: B 62 1934
 GF0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0155
 GF0155  HISTORY     - Date     Condition        Report By
 GF0155  HISTORY     - 1934     MONUMENTED       CGS
 GF0155
 GF0155                          STATION DESCRIPTION
 GF0155
 GF0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0155'5.5 MI SW FROM BRADLEYVILLE.
 GF0155'5.5 MILES SOUTHWEST ALONG STATE HIGHWAY 76 FROM THE JUNCTION
 GF0155'WITH COUNTY HIGHWAY A AT BRADLEYVILLE, TANEY COUNTY, 0.2 MILE
 GF0155'NORTH OF A SHEET METAL BUILDING BELONGING TO THE STATE HIGHWAY
 GF0155'DEPARTMENT, AT A 4- BY 10- FOOT CONCRETE BOX CULVERT, IN THE TOP
 GF0155'OF THE SOUTH END OF THE WEST HEADWALL, AND 20 FEET WEST OF THE
 GF0155'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 62 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0633 ***********************************************************************
 GF0633  DESIGNATION -  B 63
 GF0633  PID         -  GF0633
 GF0633  STATE/COUNTY-  MO/DOUGLAS
 GF0633  USGS QUAD   -  AVA (1982)
 GF0633
 GF0633                         *CURRENT SURVEY CONTROL
 GF0633  ___________________________________________________________________
 GF0633* NAD 83(1986)-  36 59 29.     (N)    092 37 59.     (W)     SCALED    
 GF0633* NAVD 88     -       444.096  (meters)    1457.01   (feet)  ADJUSTED  
 GF0633  ___________________________________________________________________
 GF0633  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GF0633  DYNAMIC HT  -         443.733 (meters)    1455.81  (feet)  COMP
 GF0633  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 GF0633
 GF0633  VERT ORDER  -  SECOND    CLASS 0
 GF0633
 GF0633.The horizontal coordinates were scaled from a topographic map and have
 GF0633.an estimated accuracy of +/- 6 seconds.
 GF0633
 GF0633.The orthometric height was determined by differential leveling
 GF0633.and adjusted by the National Geodetic Survey in June 1991..
 GF0633
 GF0633.The geoid height was determined by GEOID03.
 GF0633
 GF0633.The dynamic height is computed by dividing the NAVD 88
 GF0633.geopotential number by the normal gravity value computed on the
 GF0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0633.degrees latitude (g = 980.6199 gals.).
 GF0633
 GF0633.The modeled gravity was interpolated from observed gravity values.
 GF0633
 GF0633;                    North         East    Units  Estimated Accuracy
 GF0633;SPC MO C     -   128,510.      488,160.      MT  (+/- 180 meters Scaled)
 GF0633
 GF0633                          SUPERSEDED SURVEY CONTROL
 GF0633
 GF0633  NGVD 29 (??/??/92)  443.954  (m)         1456.54   (f) ADJ UNCH    2 0
 GF0633
 GF0633.Superseded values are not recommended for survey control.
 GF0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0633.See file dsdata.txt to determine how the superseded data were derived.
 GF0633
 GF0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA326939(NAD 83)
 GF0633_MARKER: DB = BENCH MARK DISK
 GF0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0633_STAMPING: B 63 1934
 GF0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0633+STABILITY: SURFACE MOTION
 GF0633
 GF0633  HISTORY     - Date     Condition        Report By
 GF0633  HISTORY     - 1934     MONUMENTED       CGS
 GF0633  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GF0633
 GF0633                          STATION DESCRIPTION
 GF0633
 GF0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0633'4.2 MI NE FROM AVA.
 GF0633'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE COUNTY
 GF0633'COURTHOUSE AT AVA, DOUGLAS COUNTY, AT THE JUNCTION WITH A COUNTY
 GF0633'ROAD SOUTH OF THE HIGHWAY, 44 FEET EAST OF THE CENTERLINE OF
 GF0633'A COUNTY ROAD, 40.5 FEET SOUTHEAST OF THE CENTER OF THE EAST
 GF0633'END OF A CULVERT SOUTH OF THE HIGHWAY HAVING A CHISELED SQUARE
 GF0633'MARKED USBM 10 M ON THE HEADWALL, 34.4 FEET SOUTH OF THE
 GF0633'CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A PROPERTY LINE
 GF0633'FENCE.  A STANDARD DISK, STAMPED B 63 1934 AND SET IN THE TOP
 GF0633'OF A CONCRETE POST.
 GF0633
 GF0633                          STATION RECOVERY (1988)
 GF0633
 GF0633'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 GF0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0705 ***********************************************************************
 HD0705  DESIGNATION -  B 64
 HD0705  PID         -  HD0705
 HD0705  STATE/COUNTY-  MO/GREENE
 HD0705  USGS QUAD   -  GALLOWAY (1975)
 HD0705
 HD0705                         *CURRENT SURVEY CONTROL
 HD0705  ___________________________________________________________________
 HD0705* NAD 83(1986)-  37 11 08.     (N)    093 14 47.     (W)     SCALED    
 HD0705* NAVD 88     -       414.898  (meters)    1361.21   (feet)  ADJUSTED  
 HD0705  ___________________________________________________________________
 HD0705  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HD0705  DYNAMIC HT  -         414.564 (meters)    1360.12  (feet)  COMP
 HD0705  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 HD0705
 HD0705  VERT ORDER  -  SECOND    CLASS 0
 HD0705
 HD0705.The horizontal coordinates were scaled from a topographic map and have
 HD0705.an estimated accuracy of +/- 6 seconds.
 HD0705
 HD0705.The orthometric height was determined by differential leveling
 HD0705.and adjusted by the National Geodetic Survey in June 1991..
 HD0705
 HD0705.The geoid height was determined by GEOID03.
 HD0705
 HD0705.The dynamic height is computed by dividing the NAVD 88
 HD0705.geopotential number by the normal gravity value computed on the
 HD0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0705.degrees latitude (g = 980.6199 gals.).
 HD0705
 HD0705.The modeled gravity was interpolated from observed gravity values.
 HD0705
 HD0705;                    North         East    Units  Estimated Accuracy
 HD0705;SPC MO C     -   150,310.      433,730.      MT  (+/- 180 meters Scaled)
 HD0705
 HD0705                          SUPERSEDED SURVEY CONTROL
 HD0705
 HD0705  NGVD 29 (??/??/92)  414.764  (m)         1360.77   (f) ADJ UNCH    2 0
 HD0705
 HD0705.Superseded values are not recommended for survey control.
 HD0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0705.See file dsdata.txt to determine how the superseded data were derived.
 HD0705
 HD0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB781154(NAD 83)
 HD0705_MARKER: DB = BENCH MARK DISK
 HD0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0705_STAMPING: B 64 1934
 HD0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0705+STABILITY: SURFACE MOTION
 HD0705
 HD0705  HISTORY     - Date     Condition        Report By
 HD0705  HISTORY     - 1934     MONUMENTED       CGS
 HD0705  HISTORY     - 1942     GOOD             NGS
 HD0705  HISTORY     - 19891010 MARK NOT FOUND   NGS
 HD0705
 HD0705                          STATION DESCRIPTION
 HD0705
 HD0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HD0705'3.8 MI SE FROM SPRINGFIELD.
 HD0705'3.8 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0705'THE PASSENGER STATION AT SPRINGFIELD, GREENE COUNTY, AT LANGSTON,
 HD0705'16.5 FEET NORTHWEST OF MILEPOST 243, 51.4 FEET SOUTHWEST OF THE
 HD0705'CENTER OF A ROAD CROSSING, 49.2 FEET SOUTHWEST OF THE CENTERLINE
 HD0705'OF THE TRACK, AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 HD0705'A STANDARD DISK, STAMPED B 64 1934 AND SET IN THE TOP OF A CONCRETE
 HD0705'POST.
 HD0705
 HD0705                          STATION RECOVERY (1989)
 HD0705
 HD0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0691 ***********************************************************************
 GE0691  DESIGNATION -  B 64
 GE0691  PID         -  GE0691
 GE0691  STATE/COUNTY-  MO/OREGON
 GE0691  USGS QUAD   -  THOMASVILLE (1986)
 GE0691
 GE0691                         *CURRENT SURVEY CONTROL
 GE0691  ___________________________________________________________________
 GE0691* NAD 83(1986)-  36 47 18.     (N)    091 31 54.     (W)     SCALED    
 GE0691* NAVD 88     -       195.170  (meters)     640.32   (feet)  POSTED    
 GE0691  ___________________________________________________________________
 GE0691  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GE0691  DYNAMIC HT  -         195.010 (meters)     639.80  (feet)  COMP
 GE0691  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 GE0691
 GE0691  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0691
 GE0691.The horizontal coordinates were scaled from a topographic map and have
 GE0691.an estimated accuracy of +/- 6 seconds.
 GE0691
 GE0691.The orthometric height was determined by differential leveling
 GE0691.and adjusted by the National Geodetic Survey in 1992..
 GE0691.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0691.rate of 0.0 thru 1.0 mm/km.
 GE0691
 GE0691.The geoid height was determined by GEOID03.
 GE0691
 GE0691.The dynamic height is computed by dividing the NAVD 88
 GE0691.geopotential number by the normal gravity value computed on the
 GE0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0691.degrees latitude (g = 980.6199 gals.).
 GE0691
 GE0691.The modeled gravity was interpolated from observed gravity values.
 GE0691
 GE0691;                    North         East    Units  Estimated Accuracy
 GE0691;SPC MO E     -   106,460.      157,920.      MT  (+/- 180 meters Scaled)
 GE0691
 GE0691                          SUPERSEDED SURVEY CONTROL
 GE0691
 GE0691  NGVD 29 (??/??/92)  195.059  (m)          639.96   (f) ADJ UNCH    2 0
 GE0691
 GE0691.Superseded values are not recommended for survey control.
 GE0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0691.See file dsdata.txt to determine how the superseded data were derived.
 GE0691
 GE0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA310723(NAD 83)
 GE0691_MARKER: DD = SURVEY DISK
 GE0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0691_SP_SET: BUILDING
 GE0691_STAMPING: B 64 1925
 GE0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0691
 GE0691  HISTORY     - Date     Condition        Report By
 GE0691  HISTORY     - 1925     MONUMENTED       USGS
 GE0691  HISTORY     - 1934     GOOD             NGS
 GE0691  HISTORY     - 1977     GOOD             NGS
 GE0691
 GE0691                          STATION DESCRIPTION
 GE0691
 GE0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0691'AT THOMASVILLE.
 GE0691'AT THOMASVILLE, OREGON COUNTY, WEST OF THE STATE HIGHWAY 80,
 GE0691'220 FEET NORTH OF THE BRIDGE OVER ELEVEN POINTS RIVER, AT A
 GE0691'STONE STORE BUILDING, 1 FOOT EAST OF THE FACE OF THE WALL, AND
 GE0691'NEAR THE CENTER OF THE TOP OF THE CONCRETE PORCH FLOOR.  A UNITED
 GE0691'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 64 1925.
 GE0691
 GE0691                          STATION RECOVERY (1977)
 GE0691
 GE0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0691'IT IS 106.5 FEET NORTH OF THE NORTH END OF THE BRIDGE OVER ELEVEN
 GE0691'POINTS RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0271 ***********************************************************************
 GF0271  DESIGNATION -  B 65
 GF0271  PID         -  GF0271
 GF0271  STATE/COUNTY-  MO/CHRISTIAN
 GF0271  USGS QUAD   -  CHADWICK (1972)
 GF0271
 GF0271                         *CURRENT SURVEY CONTROL
 GF0271  ___________________________________________________________________
 GF0271* NAD 83(1986)-  36 53 30.     (N)    093 05 25.     (W)     SCALED    
 GF0271* NAVD 88     -       408.057  (meters)    1338.77   (feet)  ADJUSTED  
 GF0271  ___________________________________________________________________
 GF0271  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GF0271  DYNAMIC HT  -         407.715 (meters)    1337.64  (feet)  COMP
 GF0271  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 GF0271
 GF0271  VERT ORDER  -  SECOND    CLASS 0
 GF0271
 GF0271.The horizontal coordinates were scaled from a topographic map and have
 GF0271.an estimated accuracy of +/- 6 seconds.
 GF0271
 GF0271.The orthometric height was determined by differential leveling
 GF0271.and adjusted by the National Geodetic Survey in June 1991..
 GF0271
 GF0271.The geoid height was determined by GEOID03.
 GF0271
 GF0271.The dynamic height is computed by dividing the NAVD 88
 GF0271.geopotential number by the normal gravity value computed on the
 GF0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0271.degrees latitude (g = 980.6199 gals.).
 GF0271
 GF0271.The modeled gravity was interpolated from observed gravity values.
 GF0271
 GF0271;                    North         East    Units  Estimated Accuracy
 GF0271;SPC MO C     -   117,590.      447,390.      MT  (+/- 180 meters Scaled)
 GF0271
 GF0271                          SUPERSEDED SURVEY CONTROL
 GF0271
 GF0271  NGVD 29 (??/??/92)  407.922  (m)         1338.32   (f) ADJ UNCH    2 0
 GF0271
 GF0271.Superseded values are not recommended for survey control.
 GF0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0271.See file dsdata.txt to determine how the superseded data were derived.
 GF0271
 GF0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA919828(NAD 83)
 GF0271_MARKER: DB = BENCH MARK DISK
 GF0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0271_STAMPING: B 65 1934
 GF0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0271+STABILITY: SURFACE MOTION
 GF0271
 GF0271  HISTORY     - Date     Condition        Report By
 GF0271  HISTORY     - 1934     MONUMENTED       CGS
 GF0271
 GF0271                          STATION DESCRIPTION
 GF0271
 GF0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0271'3.5 MI S FROM CHADWICK.
 GF0271'3.5 MILES SOUTH ALONG THE PINE RIDGE ROAD FROM THE CONSOLIDATED
 GF0271'SCHOOL AT CHADWICK, CHRISTIAN COUNTY, 3.1 MILES SOUTH OF THE
 GF0271'JUNCTION WITH COUNTY HIGHWAY A, 0.1 MILE SOUTH OF THE W. PROCTOR
 GF0271'MAIL BOX, 89 FEET SOUTH OF THE CENTERLINE OF A GATE TO A LOG
 GF0271'CABIN EAST OF THE ROAD, 29.2 FEET EAST OF THE CENTERLINE OF
 GF0271'THE ROAD, 15 FEET NORTH OF A 2-FOOT OAK TREE, IN LINE WITH A
 GF0271'FENCE, AND 1 FOOT WEST OF THE PROPERTY LINE FENCE.  A STANDARD
 GF0271'DISK, STAMPED B 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0028 ***********************************************************************
 GF0028  DESIGNATION -  B 66
 GF0028  PID         -  GF0028
 GF0028  STATE/COUNTY-  MO/OZARK
 GF0028  USGS QUAD   -  GAINESVILLE (1968)
 GF0028
 GF0028                         *CURRENT SURVEY CONTROL
 GF0028  ___________________________________________________________________
 GF0028* NAD 83(1986)-  36 36 04.     (N)    092 25 58.     (W)     SCALED    
 GF0028* NAVD 88     -       231.387  (meters)     759.14   (feet)  ADJUSTED  
 GF0028  ___________________________________________________________________
 GF0028  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GF0028  DYNAMIC HT  -         231.195 (meters)     758.51  (feet)  COMP
 GF0028  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GF0028
 GF0028  VERT ORDER  -  SECOND    CLASS 0
 GF0028
 GF0028.The horizontal coordinates were scaled from a topographic map and have
 GF0028.an estimated accuracy of +/- 6 seconds.
 GF0028
 GF0028.The orthometric height was determined by differential leveling
 GF0028.and adjusted by the National Geodetic Survey in June 1991..
 GF0028
 GF0028.The geoid height was determined by GEOID03.
 GF0028
 GF0028.The dynamic height is computed by dividing the NAVD 88
 GF0028.geopotential number by the normal gravity value computed on the
 GF0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0028.degrees latitude (g = 980.6199 gals.).
 GF0028
 GF0028.The modeled gravity was interpolated from observed gravity values.
 GF0028
 GF0028;                    North         East    Units  Estimated Accuracy
 GF0028;SPC MO C     -    85,190.      506,010.      MT  (+/- 180 meters Scaled)
 GF0028
 GF0028                          SUPERSEDED SURVEY CONTROL
 GF0028
 GF0028  NGVD 29 (??/??/92)  231.255  (m)          758.71   (f) ADJ UNCH    2 0
 GF0028
 GF0028.Superseded values are not recommended for survey control.
 GF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0028.See file dsdata.txt to determine how the superseded data were derived.
 GF0028
 GF0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA507507(NAD 83)
 GF0028_MARKER: DB = BENCH MARK DISK
 GF0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0028_SP_SET: CULVERT
 GF0028_STAMPING: B 66 1934
 GF0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0028
 GF0028  HISTORY     - Date     Condition        Report By
 GF0028  HISTORY     - 1934     MONUMENTED       CGS
 GF0028  HISTORY     - 1934     GOOD             NGS
 GF0028  HISTORY     - 1979     GOOD             NGS
 GF0028
 GF0028                          STATION DESCRIPTION
 GF0028
 GF0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0028'AT GAINESVILLE.
 GF0028'AT GAINESVILLE, OZARK COUNTY, 89 FEET SOUTHWEST OF THE CENTER
 GF0028'OF THE JUNCTION OF STATE HIGHWAYS 5 AND 80, AT A CONCRETE BOX
 GF0028'CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL, 27
 GF0028'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 5, AND ABOUT 3
 GF0028'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 66
 GF0028'1934.
 GF0028
 GF0028                          STATION RECOVERY (1979)
 GF0028
 GF0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GF0028'0.05 MILE NORTH OF THE EAST JUNCTION OF STATE HIGHWAY 5 AND U.S.
 GF0028'HIGH- WAY 160 IN GAINESVILLE, 90 FEET WEST OF THE CENTERLINE OF
 GF0028'HIGHWAY 5, 27 FEET SOUTH OF THE CENTERLINE OF A PAVED CROSS STREET,
 GF0028'AT THE WEST END OF THE SOUTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0009 ***********************************************************************
 GF0009  DESIGNATION -  B 67
 GF0009  PID         -  GF0009
 GF0009  STATE/COUNTY-  MO/OZARK
 GF0009  USGS QUAD   -  BAKERSFIELD (1968)
 GF0009
 GF0009                         *CURRENT SURVEY CONTROL
 GF0009  ___________________________________________________________________
 GF0009* NAD 83(1986)-  36 36 09.     (N)    092 13 04.     (W)     SCALED    
 GF0009* NAVD 88     -       283.917  (meters)     931.48   (feet)  ADJUSTED  
 GF0009  ___________________________________________________________________
 GF0009  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GF0009  DYNAMIC HT  -         283.680 (meters)     930.71  (feet)  COMP
 GF0009  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 GF0009
 GF0009  VERT ORDER  -  SECOND    CLASS 0
 GF0009
 GF0009.The horizontal coordinates were scaled from a topographic map and have
 GF0009.an estimated accuracy of +/- 6 seconds.
 GF0009
 GF0009.The orthometric height was determined by differential leveling
 GF0009.and adjusted by the National Geodetic Survey in June 1991..
 GF0009
 GF0009.The geoid height was determined by GEOID03.
 GF0009
 GF0009.The dynamic height is computed by dividing the NAVD 88
 GF0009.geopotential number by the normal gravity value computed on the
 GF0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0009.degrees latitude (g = 980.6199 gals.).
 GF0009
 GF0009.The modeled gravity was interpolated from observed gravity values.
 GF0009
 GF0009;                    North         East    Units  Estimated Accuracy
 GF0009;SPC MO C     -    85,380.      525,250.      MT  (+/- 180 meters Scaled)
 GF0009
 GF0009                          SUPERSEDED SURVEY CONTROL
 GF0009
 GF0009  NGVD 29 (??/??/92)  283.779  (m)          931.03   (f) ADJ UNCH    2 0
 GF0009
 GF0009.Superseded values are not recommended for survey control.
 GF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0009.See file dsdata.txt to determine how the superseded data were derived.
 GF0009
 GF0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA699510(NAD 83)
 GF0009_MARKER: DB = BENCH MARK DISK
 GF0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0009_STAMPING: B 67 1934
 GF0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0009+STABILITY: SURFACE MOTION
 GF0009
 GF0009  HISTORY     - Date     Condition        Report By
 GF0009  HISTORY     - 1934     MONUMENTED       CGS
 GF0009  HISTORY     - 20060130 MARK NOT FOUND   MODNR
 GF0009
 GF0009                          STATION DESCRIPTION
 GF0009
 GF0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0009'4.7 MI E FROM TECUMSEH.
 GF0009'4.7 MILES EAST ALONG STATE HIGHWAY 80 FROM BRIDGE F 443
 GF0009'OVER NORTH FORK RIVER AT TECUMSEH, OZARK COUNTY, 44 FEET
 GF0009'SOUTHWEST OF THE CENTER OF THE INTERSECTION WITH A DIM ROAD
 GF0009'LEADING SOUTH, 67 FEET SOUTHWEST OF POLE 900, 28 FEET SOUTH OF
 GF0009'THE CENTERLINE OF THE HIGHWAY, AND 29 FEET WEST OF THE CENTERLINE
 GF0009'OF THE ROAD.  A STANDARD DISK, STAMPED B 67 1934 AND SET IN THE
 GF0009'TOP OF A CONCRETE POST.
 GF0009
 GF0009                          STATION RECOVERY (2006)
 GF0009
 GF0009'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GF0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0417 ***********************************************************************
 GE0417  DESIGNATION -  B 68
 GE0417  PID         -  GE0417
 GE0417  STATE/COUNTY-  MO/RIPLEY
 GE0417  USGS QUAD   -  BARDLEY (1965)
 GE0417
 GE0417                         *CURRENT SURVEY CONTROL
 GE0417  ___________________________________________________________________
 GE0417* NAD 83(1986)-  36 39 58.     (N)    091 04 41.     (W)     SCALED    
 GE0417* NAVD 88     -       238.178  (meters)     781.42   (feet)  ADJUSTED  
 GE0417  ___________________________________________________________________
 GE0417  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GE0417  DYNAMIC HT  -         237.979 (meters)     780.77  (feet)  COMP
 GE0417  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 GE0417
 GE0417  VERT ORDER  -  SECOND    CLASS 0
 GE0417
 GE0417.The horizontal coordinates were scaled from a topographic map and have
 GE0417.an estimated accuracy of +/- 6 seconds.
 GE0417
 GE0417.The orthometric height was determined by differential leveling
 GE0417.and adjusted by the National Geodetic Survey in June 1991..
 GE0417
 GE0417.The geoid height was determined by GEOID03.
 GE0417
 GE0417.The dynamic height is computed by dividing the NAVD 88
 GE0417.geopotential number by the normal gravity value computed on the
 GE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0417.degrees latitude (g = 980.6199 gals.).
 GE0417
 GE0417.The modeled gravity was interpolated from observed gravity values.
 GE0417
 GE0417;                    North         East    Units  Estimated Accuracy
 GE0417;SPC MO E     -    92,560.      198,330.      MT  (+/- 180 meters Scaled)
 GE0417
 GE0417                          SUPERSEDED SURVEY CONTROL
 GE0417
 GE0417  NGVD 29 (??/??/92)  238.076  (m)          781.09   (f) ADJ UNCH    2 0
 GE0417
 GE0417.Superseded values are not recommended for survey control.
 GE0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0417.See file dsdata.txt to determine how the superseded data were derived.
 GE0417
 GE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA717595(NAD 83)
 GE0417_MARKER: DB = BENCH MARK DISK
 GE0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0417_STAMPING: B 68 1934
 GE0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0417+STABILITY: SURFACE MOTION
 GE0417
 GE0417  HISTORY     - Date     Condition        Report By
 GE0417  HISTORY     - 1934     MONUMENTED       CGS
 GE0417
 GE0417                          STATION DESCRIPTION
 GE0417
 GE0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0417'16.4 MI W FROM DONIPHAN.
 GE0417'16.4 MILES WEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER
 GE0417'CURRENT RIVER AT DONIPHAN, RIPLEY COUNTY, 7.3 MILES WEST OF THE
 GE0417'POST OFFICE AT BRIAR CREEK, 115 FEET EAST OF THE CENTER OF THE
 GE0417'JUNCTION WITH THE ROAD LEADING SOUTH TO PONDER, 108 FEET EAST
 GE0417'OF THE CENTERLINE OF THE ROAD, 36 FEET SOUTH OF THE CENTERLINE
 GE0417'OF THE HIGHWAY, AND 12 FEET NORTH OF A 2-FOOT OAK TREE.  A
 GE0417'STANDARD DISK, STAMPED B 68 1934 AND SET IN THE TOP OF A CONCRETE
 GE0417'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0106 ***********************************************************************
 JD0106  DESIGNATION -  B 7
 JD0106  PID         -  JD0106
 JD0106  STATE/COUNTY-  MO/CALLAWAY
 JD0106  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD0106
 JD0106                         *CURRENT SURVEY CONTROL
 JD0106  ___________________________________________________________________
 JD0106* NAD 83(1986)-  38 44 43.     (N)    092 02 59.     (W)     SCALED    
 JD0106* NAVD 88     -       205.605  (meters)     674.56   (feet)  ADJUSTED  
 JD0106  ___________________________________________________________________
 JD0106  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JD0106  DYNAMIC HT  -         205.470 (meters)     674.11  (feet)  COMP
 JD0106  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 JD0106
 JD0106  VERT ORDER  -  SECOND    CLASS 0
 JD0106
 JD0106.The horizontal coordinates were scaled from a topographic map and have
 JD0106.an estimated accuracy of +/- 6 seconds.
 JD0106
 JD0106.The orthometric height was determined by differential leveling
 JD0106.and adjusted by the National Geodetic Survey in June 1991..
 JD0106
 JD0106.The geoid height was determined by GEOID03.
 JD0106
 JD0106.The dynamic height is computed by dividing the NAVD 88
 JD0106.geopotential number by the normal gravity value computed on the
 JD0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0106.degrees latitude (g = 980.6199 gals.).
 JD0106
 JD0106.The modeled gravity was interpolated from observed gravity values.
 JD0106
 JD0106;                    North         East    Units  Estimated Accuracy
 JD0106;SPC MO C     -   323,250.      539,140.      MT  (+/- 180 meters Scaled)
 JD0106
 JD0106                          SUPERSEDED SURVEY CONTROL
 JD0106
 JD0106  NGVD 29 (??/??/92)  205.626  (m)          674.62   (f) ADJ UNCH    2 0
 JD0106
 JD0106.Superseded values are not recommended for survey control.
 JD0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0106.See file dsdata.txt to determine how the superseded data were derived.
 JD0106
 JD0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC825889(NAD 83)
 JD0106_MARKER: DD = SURVEY DISK
 JD0106_SETTING: 66 = SET IN ROCK OUTCROP
 JD0106_SP_SET: ROCK LEDGE
 JD0106_STAMPING: B 7 1927
 JD0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0106+STABILITY: POSITION/ELEVATION WELL
 JD0106
 JD0106  HISTORY     - Date     Condition        Report By
 JD0106  HISTORY     - 1927     MONUMENTED       USGS
 JD0106  HISTORY     - 1935     GOOD             NGS
 JD0106
 JD0106                          STATION DESCRIPTION
 JD0106
 JD0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD0106'2.5 MI N FROM NEW BLOOMFIELD.
 JD0106'2.5 MILES NORTH ALONG U.S. HIGHWAY 54 FROM THE FARMERS BANK
 JD0106'BUILDING AT NEW BLOOMFIELD, AT THE SOUTHEAST CORNER OF SEC.
 JD0106'21, T. 46 NO., R 10 W., ABOUT 100 YARDS EAST OF A BRIDGE OVER
 JD0106'LITTLE AUXVASSE CREEK, AND IN THE TOP OF A SANDSTONE LEDGE
 JD0106'FORMING THE NORTH BANK OF THE CREEK.  A U.S. GEOLOGICAL SURVEY
 JD0106'STANDARD DISK, STAMPED B 7 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0909 ***********************************************************************
 JD0909  DESIGNATION -  B 7 B 1
 JD0909  PID         -  JD0909
 JD0909  STATE/COUNTY-  MO/PETTIS
 JD0909  USGS QUAD   -  BEAMAN (1978)
 JD0909
 JD0909                         *CURRENT SURVEY CONTROL
 JD0909  ___________________________________________________________________
 JD0909* NAD 83(1986)-  38 46 25.     (N)    093 13 23.     (W)     SCALED    
 JD0909* NAVD 88     -       258.674  (meters)     848.67   (feet)  ADJUSTED  
 JD0909  ___________________________________________________________________
 JD0909  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0909  DYNAMIC HT  -         258.502 (meters)     848.10  (feet)  COMP
 JD0909  MODELED GRAV-     979,957.6   (mgal)                       NAVD 88
 JD0909
 JD0909  VERT ORDER  -  SECOND    CLASS 0
 JD0909
 JD0909.The horizontal coordinates were scaled from a topographic map and have
 JD0909.an estimated accuracy of +/- 6 seconds.
 JD0909
 JD0909.The orthometric height was determined by differential leveling
 JD0909.and adjusted by the National Geodetic Survey in June 1991..
 JD0909
 JD0909.The geoid height was determined by GEOID03.
 JD0909
 JD0909.The dynamic height is computed by dividing the NAVD 88
 JD0909.geopotential number by the normal gravity value computed on the
 JD0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0909.degrees latitude (g = 980.6199 gals.).
 JD0909
 JD0909.The modeled gravity was interpolated from observed gravity values.
 JD0909
 JD0909;                    North         East    Units  Estimated Accuracy
 JD0909;SPC MO C     -   326,550.      437,170.      MT  (+/- 180 meters Scaled)
 JD0909
 JD0909                          SUPERSEDED SURVEY CONTROL
 JD0909
 JD0909  NGVD 29 (??/??/92)  258.58   (m)          848.4    (f) COMPUTED    2 0
 JD0909
 JD0909.Superseded values are not recommended for survey control.
 JD0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0909.See file dsdata.txt to determine how the superseded data were derived.
 JD0909
 JD0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC806916(NAD 83)
 JD0909_MARKER: Z = SEE DESCRIPTION
 JD0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0909_SP_SET: TRIBRACH
 JD0909_STAMPING: B 7 B 1
 JD0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0909
 JD0909  HISTORY     - Date     Condition        Report By
 JD0909  HISTORY     - UNK      MONUMENTED       DOD
 JD0909  HISTORY     - 1962     GOOD             NGS
 JD0909
 JD0909                          STATION DESCRIPTION
 JD0909
 JD0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0909'4 MI N FROM SEDALIA.
 JD0909'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0909'STATION AT SEDALIA, THENCE 2.65 MILES NORTH ALONG U.S. HIGHWAY
 JD0909'65, THENCE 0.05 MILE EAST ALONG A COUNTY ROAD, AT THE CREST OF
 JD0909'A SMALL RIDGE THROUGH A FIELD, ABOUT 0.15 MILE NORTH OF LAUNCHER
 JD0909'B 7, 150 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, A 1 1/2
 JD0909'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.
 JD0909'NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0908 ***********************************************************************
 JD0908  DESIGNATION -  B 7 B 2
 JD0908  PID         -  JD0908
 JD0908  STATE/COUNTY-  MO/PETTIS
 JD0908  USGS QUAD   -  BEAMAN (1978)
 JD0908
 JD0908                         *CURRENT SURVEY CONTROL
 JD0908  ___________________________________________________________________
 JD0908* NAD 83(1986)-  38 46 17.     (N)    093 13 09.     (W)     SCALED    
 JD0908* NAVD 88     -       258.845  (meters)     849.23   (feet)  ADJUSTED  
 JD0908  ___________________________________________________________________
 JD0908  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0908  DYNAMIC HT  -         258.673 (meters)     848.66  (feet)  COMP
 JD0908  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 JD0908
 JD0908  VERT ORDER  -  SECOND    CLASS 0
 JD0908
 JD0908.The horizontal coordinates were scaled from a topographic map and have
 JD0908.an estimated accuracy of +/- 6 seconds.
 JD0908
 JD0908.The orthometric height was determined by differential leveling
 JD0908.and adjusted by the National Geodetic Survey in June 1991..
 JD0908
 JD0908.The geoid height was determined by GEOID03.
 JD0908
 JD0908.The dynamic height is computed by dividing the NAVD 88
 JD0908.geopotential number by the normal gravity value computed on the
 JD0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0908.degrees latitude (g = 980.6199 gals.).
 JD0908
 JD0908.The modeled gravity was interpolated from observed gravity values.
 JD0908
 JD0908;                    North         East    Units  Estimated Accuracy
 JD0908;SPC MO C     -   326,300.      437,510.      MT  (+/- 180 meters Scaled)
 JD0908
 JD0908                          SUPERSEDED SURVEY CONTROL
 JD0908
 JD0908  NGVD 29 (??/??/92)  258.75   (m)          848.9    (f) COMPUTED    2 0
 JD0908
 JD0908.Superseded values are not recommended for survey control.
 JD0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0908.See file dsdata.txt to determine how the superseded data were derived.
 JD0908
 JD0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC809914(NAD 83)
 JD0908_MARKER: Z = SEE DESCRIPTION
 JD0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0908_SP_SET: TRIBRACH
 JD0908_STAMPING: B 7 B 2
 JD0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0908
 JD0908  HISTORY     - Date     Condition        Report By
 JD0908  HISTORY     - UNK      MONUMENTED       DOD
 JD0908  HISTORY     - 1962     GOOD             NGS
 JD0908
 JD0908                          STATION DESCRIPTION
 JD0908
 JD0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0908'4 MI N FROM SEDALIA.
 JD0908'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0908'STATION AT SEDALIA, THENCE 2.45 MILES NORTH ALONG U.S. HIGHWAY
 JD0908'65, THENCE 0.3 MILE EAST ACROSS A FIELD, AT THE CREST OF A SMALL
 JD0908'RISE, 1064 FEET EAST OF THE LAUNCHER B 7, 165 FEET NORTH OF AN
 JD0908'EAST-WEST FENCE LINE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 JD0908'TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0904 ***********************************************************************
 JD0904  DESIGNATION -  B 7 Z
 JD0904  PID         -  JD0904
 JD0904  STATE/COUNTY-  MO/PETTIS
 JD0904  USGS QUAD   -  BEAMAN (1978)
 JD0904
 JD0904                         *CURRENT SURVEY CONTROL
 JD0904  ___________________________________________________________________
 JD0904* NAD 83(1986)-  38 46 12.     (N)    093 13 35.     (W)     SCALED    
 JD0904* NAVD 88     -       255.746  (meters)     839.06   (feet)  ADJUSTED  
 JD0904  ___________________________________________________________________
 JD0904  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0904  DYNAMIC HT  -         255.576 (meters)     838.50  (feet)  COMP
 JD0904  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 JD0904
 JD0904  VERT ORDER  -  SECOND    CLASS 0
 JD0904
 JD0904.The horizontal coordinates were scaled from a topographic map and have
 JD0904.an estimated accuracy of +/- 6 seconds.
 JD0904
 JD0904.The orthometric height was determined by differential leveling
 JD0904.and adjusted by the National Geodetic Survey in June 1991..
 JD0904
 JD0904.The geoid height was determined by GEOID03.
 JD0904
 JD0904.The dynamic height is computed by dividing the NAVD 88
 JD0904.geopotential number by the normal gravity value computed on the
 JD0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0904.degrees latitude (g = 980.6199 gals.).
 JD0904
 JD0904.The modeled gravity was interpolated from observed gravity values.
 JD0904
 JD0904;                    North         East    Units  Estimated Accuracy
 JD0904;SPC MO C     -   326,150.      436,880.      MT  (+/- 180 meters Scaled)
 JD0904
 JD0904                          SUPERSEDED SURVEY CONTROL
 JD0904
 JD0904  NGVD 29 (??/??/92)  255.65   (m)          838.7    (f) COMPUTED    2 0
 JD0904
 JD0904.Superseded values are not recommended for survey control.
 JD0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0904.See file dsdata.txt to determine how the superseded data were derived.
 JD0904
 JD0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC803912(NAD 83)
 JD0904_MARKER: DS = TRIANGULATION STATION DISK
 JD0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0904_STAMPING: B 7 Z 1962
 JD0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0904+STABILITY: SURFACE MOTION
 JD0904
 JD0904  HISTORY     - Date     Condition        Report By
 JD0904  HISTORY     - 1962     MONUMENTED       CGS
 JD0904
 JD0904                          STATION DESCRIPTION
 JD0904
 JD0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0904'3.7 MI N FROM SEDALIA.
 JD0904'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0904'STATION AT SEDALIA, THENCE 2.45 MILES NORTH ALONG U.S. HIGHWAY
 JD0904'65, AT THE CREST OF A HILL, ON PRIVATE LAND OWNED BY MR. HARVY
 JD0904'RUNGE, 284 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 254 FEET
 JD0904'WEST OF A FENCE, 242 FEET SOUTH OF THE CENTERLINE OF A PRIVATE
 JD0904'DRIVEWAY, 57.8 FEET SOUTHWEST OF RM 1, 61.5 FEET NORTHWEST OF
 JD0904'RM 2, AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE
 JD0904'LEVEL OF THE GROUND.  THE MARK IS 242 FEET SOUTH OF THE CENTER
 JD0904'OF A PRIVATE DRIVE, 159 FEET WEST OF THE CENTER OF NEW U.S.
 JD0904'HIGHWAY 65, 1 FOOT NORTH OF A METAL WITNESS POST, AND SET IN THE
 JD0904'TOP OF A SQUARE CONCRETE POST WHICH IS 8 INCHES BELOW THE SURFACE
 JD0904'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0905 ***********************************************************************
 JD0905  DESIGNATION -  B 7 Z RM 5
 JD0905  PID         -  JD0905
 JD0905  STATE/COUNTY-  MO/PETTIS
 JD0905  USGS QUAD   -  BEAMAN (1978)
 JD0905
 JD0905                         *CURRENT SURVEY CONTROL
 JD0905  ___________________________________________________________________
 JD0905* NAD 83(1986)-  38 46 12.     (N)    093 13 34.     (W)     SCALED    
 JD0905* NAVD 88     -       256.13   (meters)     840.3    (feet)  RESET     
 JD0905  ___________________________________________________________________
 JD0905  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0905
 JD0905  VERT ORDER  -  THIRD
 JD0905
 JD0905.The horizontal coordinates were scaled from a topographic map and have
 JD0905.an estimated accuracy of +/- 6 seconds.
 JD0905
 JD0905.The orthometric height was computed from unverified reset data.
 JD0905
 JD0905.The geoid height was determined by GEOID03.
 JD0905
 JD0905;                    North         East    Units  Estimated Accuracy
 JD0905;SPC MO C     -   326,150.      436,900.      MT  (+/- 180 meters Scaled)
 JD0905
 JD0905                          SUPERSEDED SURVEY CONTROL
 JD0905
 JD0905.No superseded survey control is available for this station.
 JD0905
 JD0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC803912(NAD 83)
 JD0905_MARKER: DR = REFERENCE MARK DISK
 JD0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0905_STAMPING: B7Z NO 5 1962
 JD0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0905+STABILITY: SURFACE MOTION
 JD0905
 JD0905  HISTORY     - Date     Condition        Report By
 JD0905  HISTORY     - 1962     MONUMENTED       CGS
 JD0905  HISTORY     - 1966     GOOD             NGS
 JD0905
 JD0905                          STATION DESCRIPTION
 JD0905
 JD0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JD0905'3.7 MI N FROM SEDALIA.
 JD0905'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0905'STATION AT SEDALIA, THENCE 2.45 MILE NORTH ALONG U.S. HIGHWAY
 JD0905'65, AT THE CREST OF A HILL, ON THE WEST EDGE OF THE RIGHT-OF-WAY
 JD0905'OF NEW U.S. HIGHWAY 65, 80 FEET WEST OF THE CENTER OF U.S.
 JD0905'HIGHWAY 65, 1 FOOT SOUTHEAST OF A STEEL RIGHT-OF-WAY POST, AND
 JD0905'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0906 ***********************************************************************
 JD0906  DESIGNATION -  B 7 Z RM 6
 JD0906  PID         -  JD0906
 JD0906  STATE/COUNTY-  MO/PETTIS
 JD0906  USGS QUAD   -  BEAMAN (1978)
 JD0906
 JD0906                         *CURRENT SURVEY CONTROL
 JD0906  ___________________________________________________________________
 JD0906* NAD 83(1986)-  38 46 12.     (N)    093 13 35.     (W)     SCALED    
 JD0906* NAVD 88     -       256.08   (meters)     840.2    (feet)  RESET     
 JD0906  ___________________________________________________________________
 JD0906  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0906
 JD0906  VERT ORDER  -  THIRD
 JD0906
 JD0906.The horizontal coordinates were scaled from a topographic map and have
 JD0906.an estimated accuracy of +/- 6 seconds.
 JD0906
 JD0906.The orthometric height was computed from unverified reset data.
 JD0906
 JD0906.The geoid height was determined by GEOID03.
 JD0906
 JD0906;                    North         East    Units  Estimated Accuracy
 JD0906;SPC MO C     -   326,150.      436,880.      MT  (+/- 180 meters Scaled)
 JD0906
 JD0906                          SUPERSEDED SURVEY CONTROL
 JD0906
 JD0906.No superseded survey control is available for this station.
 JD0906
 JD0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC803912(NAD 83)
 JD0906_MARKER: DR = REFERENCE MARK DISK
 JD0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0906_STAMPING: B7Z NO 6 1962
 JD0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0906+STABILITY: SURFACE MOTION
 JD0906
 JD0906  HISTORY     - Date     Condition        Report By
 JD0906  HISTORY     - 1962     MONUMENTED       CGS
 JD0906  HISTORY     - 1966     GOOD             NGS
 JD0906
 JD0906                          STATION DESCRIPTION
 JD0906
 JD0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JD0906'3.7 MI N FROM SEDALIA.
 JD0906'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0906'STATION AT SEDALIA, THENCE 2.45 MILES NORTH ALONG U.S. HIGHWAY
 JD0906'65, AT THE CREST OF A HILL, ON THE WEST EDGE OF THE RIGHT-OF-WAY
 JD0906'OF NEW U.S. HIGHWAY 65, 80 FEET WEST OF THE CENTER OF U.S.
 JD0906'HIGHWAY 65, 1 FOOT NORTHEAST OF A STEEL RIGHT-OF-WAY POST, AND
 JD0906'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0057 ***********************************************************************
 LF0057  DESIGNATION -  B 71
 LF0057  PID         -  LF0057
 LF0057  STATE/COUNTY-  MO/WORTH
 LF0057  USGS QUAD   -  BLOCKTON (1981)
 LF0057
 LF0057                         *CURRENT SURVEY CONTROL
 LF0057  ___________________________________________________________________
 LF0057* NAD 83(1986)-  40 32 23.     (N)    094 23 38.     (W)     SCALED    
 LF0057* NAVD 88     -       352.041  (meters)    1154.99   (feet)  ADJUSTED  
 LF0057  ___________________________________________________________________
 LF0057  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 LF0057  DYNAMIC HT  -         351.855 (meters)    1154.38  (feet)  COMP
 LF0057  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 LF0057
 LF0057  VERT ORDER  -  SECOND    CLASS 0
 LF0057
 LF0057.The horizontal coordinates were scaled from a topographic map and have
 LF0057.an estimated accuracy of +/- 6 seconds.
 LF0057
 LF0057.The orthometric height was determined by differential leveling
 LF0057.and adjusted by the National Geodetic Survey in June 1991..
 LF0057
 LF0057.The geoid height was determined by GEOID03.
 LF0057
 LF0057.The dynamic height is computed by dividing the NAVD 88
 LF0057.geopotential number by the normal gravity value computed on the
 LF0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0057.degrees latitude (g = 980.6199 gals.).
 LF0057
 LF0057.The modeled gravity was interpolated from observed gravity values.
 LF0057
 LF0057;                    North         East    Units  Estimated Accuracy
 LF0057;SPC MO W     -   485,400.      858,990.      MT  (+/- 180 meters Scaled)
 LF0057
 LF0057                          SUPERSEDED SURVEY CONTROL
 LF0057
 LF0057  NGVD 29 (??/??/92)  351.938  (m)         1154.65   (f) ADJ UNCH    2 0
 LF0057
 LF0057.Superseded values are not recommended for survey control.
 LF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0057.See file dsdata.txt to determine how the superseded data were derived.
 LF0057
 LF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE819885(NAD 83)
 LF0057_MARKER: DB = BENCH MARK DISK
 LF0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0057_STAMPING: B 71 1935
 LF0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0057+STABILITY: SURFACE MOTION
 LF0057
 LF0057  HISTORY     - Date     Condition        Report By
 LF0057  HISTORY     - 1935     MONUMENTED       CGS
 LF0057  HISTORY     - 1978     MARK NOT FOUND   USGS
 LF0057
 LF0057                          STATION DESCRIPTION
 LF0057
 LF0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0057'3.8 MI N FROM GRANT CITY.
 LF0057'3.8 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0057'RAILROAD FROM THE RAILROAD WATER TANK AT GRANT CITY, WORTH
 LF0057'COUNTY, 4 POLES NORTHEAST OF MILEPOST 42, 63 FEET NORTHWEST
 LF0057'OF THE CENTERLINE OF U.S. HIGHWAY 169, AT A ROAD CROSSING, 15
 LF0057'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 13 FEET SOUTHEAST
 LF0057'OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 LF0057'TRACK.  A STANDARD DISK, STAMPED B 71 1935 AND SET IN THE TOP
 LF0057'OF A CONCRETE POST.
 LF0057
 LF0057                          STATION RECOVERY (1978)
 LF0057
 LF0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LF0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0128 ***********************************************************************
 LF0128  DESIGNATION -  B 72
 LF0128  PID         -  LF0128
 LF0128  STATE/COUNTY-  MO/GENTRY
 LF0128  USGS QUAD   -  KING CITY (1984)
 LF0128
 LF0128                         *CURRENT SURVEY CONTROL
 LF0128  ___________________________________________________________________
 LF0128* NAD 83(1986)-  40 02 56.     (N)    094 31 24.     (W)     SCALED    
 LF0128* NAVD 88     -       335.192  (meters)    1099.71   (feet)  ADJUSTED  
 LF0128  ___________________________________________________________________
 LF0128  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LF0128  DYNAMIC HT  -         335.000 (meters)    1099.08  (feet)  COMP
 LF0128  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 LF0128
 LF0128  VERT ORDER  -  SECOND    CLASS 0
 LF0128
 LF0128.The horizontal coordinates were scaled from a topographic map and have
 LF0128.an estimated accuracy of +/- 6 seconds.
 LF0128
 LF0128.The orthometric height was determined by differential leveling
 LF0128.and adjusted by the National Geodetic Survey in June 1991..
 LF0128
 LF0128.The geoid height was determined by GEOID03.
 LF0128
 LF0128.The dynamic height is computed by dividing the NAVD 88
 LF0128.geopotential number by the normal gravity value computed on the
 LF0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0128.degrees latitude (g = 980.6199 gals.).
 LF0128
 LF0128.The modeled gravity was interpolated from observed gravity values.
 LF0128
 LF0128;                    North         East    Units  Estimated Accuracy
 LF0128;SPC MO W     -   430,900.      848,010.      MT  (+/- 180 meters Scaled)
 LF0128
 LF0128                          SUPERSEDED SURVEY CONTROL
 LF0128
 LF0128  NGVD 29 (??/??/92)  335.095  (m)         1099.39   (f) ADJ UNCH    2 0
 LF0128
 LF0128.Superseded values are not recommended for survey control.
 LF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0128.See file dsdata.txt to determine how the superseded data were derived.
 LF0128
 LF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE700342(NAD 83)
 LF0128_MARKER: DB = BENCH MARK DISK
 LF0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0128_STAMPING: B 72 1935
 LF0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0128+STABILITY: SURFACE MOTION
 LF0128
 LF0128  HISTORY     - Date     Condition        Report By
 LF0128  HISTORY     - 1935     MONUMENTED       CGS
 LF0128  HISTORY     - 1978     POOR             NGS
 LF0128  HISTORY     - 20040203 POOR             MODNR
 LF0128
 LF0128                          STATION DESCRIPTION
 LF0128
 LF0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0128'AT KING CITY.
 LF0128'AT KING CITY, GENTRY COUNTY, AT THE CITY WATER TANK, AND IN THE
 LF0128'TOP OF THE NORTH CORNER OF THE NORTHWEST CONCRETE FOUNDATION.
 LF0128'A STANDARD DISK, STAMPED B 72 1935.
 LF0128
 LF0128                          STATION RECOVERY (1978)
 LF0128
 LF0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LF0128'MARK RECOVERED IN POOR CONDITION.
 LF0128
 LF0128                          STATION RECOVERY (2004)
 LF0128
 LF0128'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 LF0128'AT KING CITY,MO SOUTHWEST QUADRANT OF GRAND AND VERMONT STREETS. AT
 LF0128'WATER TOWER, NORTH CORNER OF THE TOP OF CONCRETE FOOTING OF NORTHWEST
 LF0128'LEG. AUTONOMOUS HAND HELD POSITION IS LAT. 40 03 02.8, LONG. 94 31
 LF0128'18.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0289 ***********************************************************************
 KE0289  DESIGNATION -  B 75
 KE0289  PID         -  KE0289
 KE0289  STATE/COUNTY-  MO/CLAY
 KE0289  USGS QUAD   -  NASHUA (1975)
 KE0289
 KE0289                         *CURRENT SURVEY CONTROL
 KE0289  ___________________________________________________________________
 KE0289* NAD 83(1986)-  39 22 06.     (N)    094 34 05.     (W)     SCALED    
 KE0289* NAVD 88     -       266.121  (meters)     873.10   (feet)  ADJUSTED  
 KE0289  ___________________________________________________________________
 KE0289  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE0289  DYNAMIC HT  -         265.954 (meters)     872.55  (feet)  COMP
 KE0289  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 KE0289
 KE0289  VERT ORDER  -  SECOND    CLASS 0
 KE0289
 KE0289.The horizontal coordinates were scaled from a topographic map and have
 KE0289.an estimated accuracy of +/- 6 seconds.
 KE0289
 KE0289.The orthometric height was determined by differential leveling
 KE0289.and adjusted by the National Geodetic Survey in June 1991..
 KE0289
 KE0289.The geoid height was determined by GEOID03.
 KE0289
 KE0289.The dynamic height is computed by dividing the NAVD 88
 KE0289.geopotential number by the normal gravity value computed on the
 KE0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0289.degrees latitude (g = 980.6199 gals.).
 KE0289
 KE0289.The modeled gravity was interpolated from observed gravity values.
 KE0289
 KE0289;                    North         East    Units  Estimated Accuracy
 KE0289;SPC MO W     -   355,340.      844,140.      MT  (+/- 180 meters Scaled)
 KE0289
 KE0289                          SUPERSEDED SURVEY CONTROL
 KE0289
 KE0289  NGVD 29 (??/??/92)  266.021  (m)          872.77   (f) ADJ UNCH    2 0
 KE0289
 KE0289.Superseded values are not recommended for survey control.
 KE0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0289.See file dsdata.txt to determine how the superseded data were derived.
 KE0289
 KE0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD649588(NAD 83)
 KE0289_MARKER: DB = BENCH MARK DISK
 KE0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0289_STAMPING: B 75 1935
 KE0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0289+STABILITY: SURFACE MOTION
 KE0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0289+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 KE0289
 KE0289  HISTORY     - Date     Condition        Report By
 KE0289  HISTORY     - 1935     MONUMENTED       CGS
 KE0289  HISTORY     - 1958     GOOD             NGS
 KE0289  HISTORY     - 20020116 GOOD             SKW
 KE0289  HISTORY     - 20060211 GOOD             GEOCAC
 KE0289
 KE0289                          STATION DESCRIPTION
 KE0289
 KE0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0289'1.6 MI SE FROM SMITHVILLE.
 KE0289'1.6 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 KE0289'QUINCY, OMAHA AND KANSAS CITY RAILROAD FROM SMITHVILLE, ON STATE
 KE0289'HIGHWAY 92, 0.8 MILE EAST OF U.S. HIGHWAY 169, 49 FEET WEST-NORTHWEST
 KE0289'OF THE CENTERLINE OF THE OLD ROADBED, 38 FEET WEST OF A FENCE
 KE0289'CORNER AND THE WEST GATEPOST AT THE WEST EDGE OF THE OLD ROADBED,
 KE0289'30 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 92, 18 FEET
 KE0289'NORTH-NORTHWEST OF A TELEPHONE POLE, AND ONE FOOT SOUTH OF
 KE0289'THE FENCE.  TO REACH THE MARK FROM SMITHVILLE, GO SOUTH ON
 KE0289'U.S. HIGHWAY 169 FOR 1.5 MILES TO STATE HIGHWAY 92, TURN LEFT
 KE0289'AND GO EAST ON STATE HIGHWAY 92 FOR 0.8 MILE TO THE MARK ON
 KE0289'THE RIGHT.
 KE0289
 KE0289                          STATION RECOVERY (2002)
 KE0289
 KE0289'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE0289'RECOVERED IN GOOD CONDITION.
 KE0289
 KE0289                          STATION RECOVERY (2006)
 KE0289
 KE0289'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0289'THE TELEPHONE POLE MENTIONED IN THE DESCRIPTION HAS BEEN REMOVED. A
 KE0289'CARSONITE WITNESS POST IS IN THE FENCELINE. THE CONCRETE POST PROJECTS
 KE0289'8 INCHES FROM THE GROUND.
 KE0289' 
 KE0289'HH2 N39 22 06.9 W94 34 05.1(NAD83)
 KE0289' 
 KE0289' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0019 ***********************************************************************
 KE0019  DESIGNATION -  B 76
 KE0019  PID         -  KE0019
 KE0019  STATE/COUNTY-  MO/DAVIESS
 KE0019  USGS QUAD   -  WINSTON (1984)
 KE0019
 KE0019                         *CURRENT SURVEY CONTROL
 KE0019  ___________________________________________________________________
 KE0019* NAD 83(1986)-  39 51 13.     (N)    094 10 22.     (W)     SCALED    
 KE0019* NAVD 88     -       315.469  (meters)    1035.00   (feet)  ADJUSTED  
 KE0019  ___________________________________________________________________
 KE0019  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0019  DYNAMIC HT  -         315.285 (meters)    1034.40  (feet)  COMP
 KE0019  MODELED GRAV-     980,034.0   (mgal)                       NAVD 88
 KE0019
 KE0019  VERT ORDER  -  SECOND    CLASS 0
 KE0019
 KE0019.The horizontal coordinates were scaled from a topographic map and have
 KE0019.an estimated accuracy of +/- 6 seconds.
 KE0019
 KE0019.The orthometric height was determined by differential leveling
 KE0019.and adjusted by the National Geodetic Survey in June 1991..
 KE0019
 KE0019.The geoid height was determined by GEOID03.
 KE0019
 KE0019.The dynamic height is computed by dividing the NAVD 88
 KE0019.geopotential number by the normal gravity value computed on the
 KE0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0019.degrees latitude (g = 980.6199 gals.).
 KE0019
 KE0019.The modeled gravity was interpolated from observed gravity values.
 KE0019
 KE0019;                    North         East    Units  Estimated Accuracy
 KE0019;SPC MO W     -   409,270.      878,000.      MT  (+/- 180 meters Scaled)
 KE0019
 KE0019                          SUPERSEDED SURVEY CONTROL
 KE0019
 KE0019  NGVD 29 (??/??/92)  315.370  (m)         1034.68   (f) ADJ UNCH    2 0
 KE0019
 KE0019.Superseded values are not recommended for survey control.
 KE0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0019.See file dsdata.txt to determine how the superseded data were derived.
 KE0019
 KE0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE996121(NAD 83)
 KE0019_MARKER: DB = BENCH MARK DISK
 KE0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0019_STAMPING: B 76 1935
 KE0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0019+STABILITY: SURFACE MOTION
 KE0019
 KE0019  HISTORY     - Date     Condition        Report By
 KE0019  HISTORY     - 1935     MONUMENTED       CGS
 KE0019
 KE0019                          STATION DESCRIPTION
 KE0019
 KE0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KE0019'2.1 MI SW FROM WINSTON.
 KE0019'2.1 MILES SOUTHWEST ALONG THE ABANDONED CHICAGO, ROCK ISLAND
 KE0019'AND PACIFIC RAILROAD FROM THE STATION AT WINSTON, DAVIESS
 KE0019'COUNTY, 100 FEET NORTHEAST OF THE CENTER OF AN EAST AND WEST
 KE0019'ROAD CROSSING, 40 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 KE0019'HIGHWAY 69, 26 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 KE0019'4 FEET NORTHEAST OF POLE, IN LINE WITH THE ROW OF POLES, AND
 KE0019'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED B 76 1935
 KE0019'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0020 ***********************************************************************
 KE0020  DESIGNATION -  B 76 RESET
 KE0020  PID         -  KE0020
 KE0020  STATE/COUNTY-  MO/DAVIESS
 KE0020  USGS QUAD   -  WINSTON (1984)
 KE0020
 KE0020                         *CURRENT SURVEY CONTROL
 KE0020  ___________________________________________________________________
 KE0020* NAD 83(1986)-  39 51 12.     (N)    094 10 23.     (W)     SCALED    
 KE0020* NAVD 88     -       313.43   (meters)    1028.3    (feet)  RESET     
 KE0020  ___________________________________________________________________
 KE0020  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0020
 KE0020  VERT ORDER  -  THIRD
 KE0020
 KE0020.The horizontal coordinates were scaled from a topographic map and have
 KE0020.an estimated accuracy of +/- 6 seconds.
 KE0020
 KE0020.The orthometric height was computed from unverified reset data.
 KE0020
 KE0020.The geoid height was determined by GEOID03.
 KE0020
 KE0020;                    North         East    Units  Estimated Accuracy
 KE0020;SPC MO W     -   409,240.      877,980.      MT  (+/- 180 meters Scaled)
 KE0020
 KE0020                          SUPERSEDED SURVEY CONTROL
 KE0020
 KE0020.No superseded survey control is available for this station.
 KE0020
 KE0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE996121(NAD 83)
 KE0020_MARKER: DB = BENCH MARK DISK
 KE0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0020_STAMPING: B 76 RESET 1964
 KE0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0020+STABILITY: SURFACE MOTION
 KE0020
 KE0020  HISTORY     - Date     Condition        Report By
 KE0020  HISTORY     - 1965     MONUMENTED       MOHC
 KE0020
 KE0020                          STATION DESCRIPTION
 KE0020
 KE0020'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1965
 KE0020'2.1 MI SW FROM WINSTON.
 KE0020'ABOUT 2.1 MILES SOUTHWEST ALONG THE ABANDONED CHICAGO, ROCK
 KE0020'ISLAND AND PACIFIC RAILROAD FROM THE STATION AT WINSTON, 1,050
 KE0020'FEET EAST ALONG RELOCATED U.S. HIGHWAY 69 FROM THE EAST ABUTMENT
 KE0020'OF BRIDGE NO. A-1317, 75 FEET NORTH OF THE CENTERLINE OF U.S.
 KE0020'HIGHWAY 69, 15 FEET EAST OF A CORNER FENCE POST AND 1 FOOT
 KE0020'SOUTH OF THE EAST AND WEST FENCE LINE AND SET IN THE TOP OF
 KE0020'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0851 ***********************************************************************
 KD0851  DESIGNATION -  B 79
 KD0851  PID         -  KD0851
 KD0851  STATE/COUNTY-  MO/LIVINGSTON
 KD0851  USGS QUAD   -  CHILLICOTHE (1984)
 KD0851
 KD0851                         *CURRENT SURVEY CONTROL
 KD0851  ___________________________________________________________________
 KD0851* NAD 83(1986)-  39 45 02.     (N)    093 33 16.     (W)     SCALED    
 KD0851* NAVD 88     -       212.416  (meters)     696.90   (feet)  ADJUSTED  
 KD0851  ___________________________________________________________________
 KD0851  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0851  DYNAMIC HT  -         212.293 (meters)     696.50  (feet)  COMP
 KD0851  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 KD0851
 KD0851  VERT ORDER  -  SECOND    CLASS 0
 KD0851
 KD0851.The horizontal coordinates were scaled from a topographic map and have
 KD0851.an estimated accuracy of +/- 6 seconds.
 KD0851
 KD0851.The orthometric height was determined by differential leveling
 KD0851.and adjusted by the National Geodetic Survey in June 1991..
 KD0851
 KD0851.The geoid height was determined by GEOID03.
 KD0851
 KD0851.The dynamic height is computed by dividing the NAVD 88
 KD0851.geopotential number by the normal gravity value computed on the
 KD0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0851.degrees latitude (g = 980.6199 gals.).
 KD0851
 KD0851.The modeled gravity was interpolated from observed gravity values.
 KD0851
 KD0851;                    North         East    Units  Estimated Accuracy
 KD0851;SPC MO C     -   435,290.      409,640.      MT  (+/- 180 meters Scaled)
 KD0851
 KD0851                          SUPERSEDED SURVEY CONTROL
 KD0851
 KD0851  NGVD 29 (??/??/92)  212.363  (m)          696.73   (f) ADJ UNCH    2 0
 KD0851
 KD0851.Superseded values are not recommended for survey control.
 KD0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0851.See file dsdata.txt to determine how the superseded data were derived.
 KD0851
 KD0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE525002(NAD 83)
 KD0851_MARKER: DB = BENCH MARK DISK
 KD0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0851_SP_SET: BRIDGE
 KD0851_STAMPING: B 79 1935
 KD0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0851
 KD0851  HISTORY     - Date     Condition        Report By
 KD0851  HISTORY     - 1935     MONUMENTED       CGS
 KD0851  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 KD0851
 KD0851                          STATION DESCRIPTION
 KD0851
 KD0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0851'2.8 MI S FROM CHILLICOTHE.
 KD0851'2.8 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 KD0851'RAILROAD FROM THE WABASH RAILROAD CROSSING AT CHILLICOTHE,
 KD0851'LIVINGSTON COUNTY, AT THE SOUTHWEST END OF BRIDGE 1702 OVER
 KD0851'GRAND RIVER, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 KD0851'RUBBLE WALL, 6.5 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 KD0851'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED B 79 1935.
 KD0851
 KD0851                          STATION RECOVERY (1981)
 KD0851
 KD0851'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KD0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0651 ***********************************************************************
 GE0651  DESIGNATION -  B 8
 GE0651  PID         -  GE0651
 GE0651  STATE/COUNTY-  MO/HOWELL
 GE0651  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE0651
 GE0651                         *CURRENT SURVEY CONTROL
 GE0651  ___________________________________________________________________
 GE0651* NAD 83(1986)-  36 58 45.     (N)    091 57 22.     (W)     SCALED    
 GE0651* NAVD 88     -       370.904  (meters)    1216.87   (feet)  ADJUSTED  
 GE0651  ___________________________________________________________________
 GE0651  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GE0651  DYNAMIC HT  -         370.592 (meters)    1215.85  (feet)  COMP
 GE0651  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 GE0651
 GE0651  VERT ORDER  -  FIRST     CLASS II
 GE0651
 GE0651.The horizontal coordinates were scaled from a topographic map and have
 GE0651.an estimated accuracy of +/- 6 seconds.
 GE0651
 GE0651.The orthometric height was determined by differential leveling
 GE0651.and adjusted by the National Geodetic Survey in June 1991..
 GE0651
 GE0651.The geoid height was determined by GEOID03.
 GE0651
 GE0651.The dynamic height is computed by dividing the NAVD 88
 GE0651.geopotential number by the normal gravity value computed on the
 GE0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0651.degrees latitude (g = 980.6199 gals.).
 GE0651
 GE0651.The modeled gravity was interpolated from observed gravity values.
 GE0651
 GE0651;                    North         East    Units  Estimated Accuracy
 GE0651;SPC MO C     -   127,280.      548,420.      MT  (+/- 180 meters Scaled)
 GE0651
 GE0651                          SUPERSEDED SURVEY CONTROL
 GE0651
 GE0651  NGVD 29 (??/??/92)  370.735  (m)         1216.32   (f) ADJ UNCH    1 2
 GE0651
 GE0651.Superseded values are not recommended for survey control.
 GE0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0651.See file dsdata.txt to determine how the superseded data were derived.
 GE0651
 GE0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA929930(NAD 83)
 GE0651_MARKER: DB = BENCH MARK DISK
 GE0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0651_STAMPING: 1216.320 B 8 1928
 GE0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0651+STABILITY: SURFACE MOTION
 GE0651
 GE0651  HISTORY     - Date     Condition        Report By
 GE0651  HISTORY     - 1928     MONUMENTED       CGS
 GE0651  HISTORY     - 1934     GOOD             NGS
 GE0651  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0651
 GE0651                          STATION DESCRIPTION
 GE0651
 GE0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0651'1.3 MI SE FROM WILLOW SPRINGS.
 GE0651'1.3 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0651'FROM THE STATION AT WILLOW SPRINGS, HOWELL COUNTY, 83.3 FEET
 GE0651'SOUTHWEST ACROSS THE TRACK FROM POLE 294-20, AT THE SOUTH CORNER
 GE0651'OF A ROAD CROSSING, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GE0651'MAIN TRACK, 25 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD,
 GE0651'AND 8 FEET SOUTHEAST OF THE CORNER POST OF THE RIGHT-OF-WAY
 GE0651'FENCE FOR BOTH THE COUNTY ROAD AND THE RAILROAD.  A STANDARD
 GE0651'DISK, STAMPED 1216.320 B 8 1928 AND SET IN THE TOP OF A CONCRETE
 GE0651'POST PROJECTING 4 INCHES ABOVE GROUND.
 GE0651
 GE0651                          STATION RECOVERY (1977)
 GE0651
 GE0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1147 ***********************************************************************
 JD1147  DESIGNATION -  B 8 B 1
 JD1147  PID         -  JD1147
 JD1147  STATE/COUNTY-  MO/PETTIS
 JD1147  USGS QUAD   -  HUGHESVILLE (1973)
 JD1147
 JD1147                         *CURRENT SURVEY CONTROL
 JD1147  ___________________________________________________________________
 JD1147* NAD 83(1986)-  38 51 25.     (N)    093 19 26.     (W)     SCALED    
 JD1147* NAVD 88     -       241.375  (meters)     791.91   (feet)  ADJUSTED  
 JD1147  ___________________________________________________________________
 JD1147  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1147  DYNAMIC HT  -         241.217 (meters)     791.39  (feet)  COMP
 JD1147  MODELED GRAV-     979,968.2   (mgal)                       NAVD 88
 JD1147
 JD1147  VERT ORDER  -  SECOND    CLASS 0
 JD1147
 JD1147.The horizontal coordinates were scaled from a topographic map and have
 JD1147.an estimated accuracy of +/- 6 seconds.
 JD1147
 JD1147.The orthometric height was determined by differential leveling
 JD1147.and adjusted by the National Geodetic Survey in June 1991..
 JD1147
 JD1147.The geoid height was determined by GEOID03.
 JD1147
 JD1147.The dynamic height is computed by dividing the NAVD 88
 JD1147.geopotential number by the normal gravity value computed on the
 JD1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1147.degrees latitude (g = 980.6199 gals.).
 JD1147
 JD1147.The modeled gravity was interpolated from observed gravity values.
 JD1147
 JD1147;                    North         East    Units  Estimated Accuracy
 JD1147;SPC MO C     -   335,870.      428,490.      MT  (+/- 180 meters Scaled)
 JD1147
 JD1147                          SUPERSEDED SURVEY CONTROL
 JD1147
 JD1147  NGVD 29 (??/??/92)  241.286  (m)          791.62   (f) ADJ UNCH    2 0
 JD1147
 JD1147.Superseded values are not recommended for survey control.
 JD1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1147.See file dsdata.txt to determine how the superseded data were derived.
 JD1147
 JD1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD718009(NAD 83)
 JD1147_MARKER: DZ = AZIMUTH MARK DISK
 JD1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1147+STABILITY: SURFACE MOTION
 JD1147
 JD1147  HISTORY     - Date     Condition        Report By
 JD1147  HISTORY     - UNK      MONUMENTED       DOD
 JD1147  HISTORY     - 1963     GOOD             NGS
 JD1147
 JD1147                          STATION DESCRIPTION
 JD1147
 JD1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1147'17 MI NW FROM SEDALIA.
 JD1147'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1147'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG STATE
 JD1147'HIGHWAY 65, THENCE 6.7 MILES SOUTHWEST ALONG HIGHWAY D, THENCE
 JD1147'0.1 MILE SOUTH ACROSS A FIELD, ON THE NORTHWEST SLOPE OF A SMALL
 JD1147'RIDGE, 0.15 MILE EAST OF THE LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE
 JD1147'PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF
 JD1147'THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1148 ***********************************************************************
 JD1148  DESIGNATION -  B 8 B 2
 JD1148  PID         -  JD1148
 JD1148  STATE/COUNTY-  MO/PETTIS
 JD1148  USGS QUAD   -  HUGHESVILLE (1973)
 JD1148
 JD1148                         *CURRENT SURVEY CONTROL
 JD1148  ___________________________________________________________________
 JD1148* NAD 83(1986)-  38 51 19.     (N)    093 19 21.     (W)     SCALED    
 JD1148* NAVD 88     -       247.532  (meters)     812.11   (feet)  ADJUSTED  
 JD1148  ___________________________________________________________________
 JD1148  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1148  DYNAMIC HT  -         247.370 (meters)     811.58  (feet)  COMP
 JD1148  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 JD1148
 JD1148  VERT ORDER  -  SECOND    CLASS 0
 JD1148
 JD1148.The horizontal coordinates were scaled from a topographic map and have
 JD1148.an estimated accuracy of +/- 6 seconds.
 JD1148
 JD1148.The orthometric height was determined by differential leveling
 JD1148.and adjusted by the National Geodetic Survey in June 1991..
 JD1148
 JD1148.The geoid height was determined by GEOID03.
 JD1148
 JD1148.The dynamic height is computed by dividing the NAVD 88
 JD1148.geopotential number by the normal gravity value computed on the
 JD1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1148.degrees latitude (g = 980.6199 gals.).
 JD1148
 JD1148.The modeled gravity was interpolated from observed gravity values.
 JD1148
 JD1148;                    North         East    Units  Estimated Accuracy
 JD1148;SPC MO C     -   335,690.      428,610.      MT  (+/- 180 meters Scaled)
 JD1148
 JD1148                          SUPERSEDED SURVEY CONTROL
 JD1148
 JD1148  NGVD 29 (??/??/92)  247.443  (m)          811.82   (f) ADJ UNCH    2 0
 JD1148
 JD1148.Superseded values are not recommended for survey control.
 JD1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1148.See file dsdata.txt to determine how the superseded data were derived.
 JD1148
 JD1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD720007(NAD 83)
 JD1148_MARKER: DZ = AZIMUTH MARK DISK
 JD1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1148_STAMPING: B 8 B 2
 JD1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1148+STABILITY: SURFACE MOTION
 JD1148
 JD1148  HISTORY     - Date     Condition        Report By
 JD1148  HISTORY     - UNK      MONUMENTED       DOD
 JD1148  HISTORY     - 1963     GOOD             NGS
 JD1148
 JD1148                          STATION DESCRIPTION
 JD1148
 JD1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1148'17.2 MI NW FROM SEDALIA.
 JD1148'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1148'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1148'HIGHWAY 65, THENCE 6.7 MILES SOUTHWEST ALONG HIGHWAY D, THENCE
 JD1148'0.35 MILE SOUTH ACROSS A FIELD, 1168 FEET SOUTHEAST OF THE
 JD1148'LAUNCHER, 100 FEET EAST-NORTHEAST OF A T-FENCE JUNCTION, 25 FEET
 JD1148'NORTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 JD1148'WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH
 JD1148'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1145 ***********************************************************************
 JD1145  DESIGNATION -  B 8 Z
 JD1145  PID         -  JD1145
 JD1145  STATE/COUNTY-  MO/PETTIS
 JD1145  USGS QUAD   -  HUGHESVILLE (1973)
 JD1145
 JD1145                         *CURRENT SURVEY CONTROL
 JD1145  ___________________________________________________________________
 JD1145* NAD 83(1986)-  38 51 35.     (N)    093 19 37.     (W)     SCALED    
 JD1145* NAVD 88     -       242.921  (meters)     796.98   (feet)  ADJUSTED  
 JD1145  ___________________________________________________________________
 JD1145  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1145  DYNAMIC HT  -         242.762 (meters)     796.46  (feet)  COMP
 JD1145  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 JD1145
 JD1145  VERT ORDER  -  SECOND    CLASS 0
 JD1145
 JD1145.The horizontal coordinates were scaled from a topographic map and have
 JD1145.an estimated accuracy of +/- 6 seconds.
 JD1145
 JD1145.The orthometric height was determined by differential leveling
 JD1145.and adjusted by the National Geodetic Survey in June 1991..
 JD1145
 JD1145.The geoid height was determined by GEOID03.
 JD1145
 JD1145.The dynamic height is computed by dividing the NAVD 88
 JD1145.geopotential number by the normal gravity value computed on the
 JD1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1145.degrees latitude (g = 980.6199 gals.).
 JD1145
 JD1145.The modeled gravity was interpolated from observed gravity values.
 JD1145
 JD1145;                    North         East    Units  Estimated Accuracy
 JD1145;SPC MO C     -   336,180.      428,230.      MT  (+/- 180 meters Scaled)
 JD1145
 JD1145                          SUPERSEDED SURVEY CONTROL
 JD1145
 JD1145  NGVD 29 (??/??/92)  242.83   (m)          796.7    (f) COMPUTED    2 0
 JD1145
 JD1145.Superseded values are not recommended for survey control.
 JD1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1145.See file dsdata.txt to determine how the superseded data were derived.
 JD1145
 JD1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD716012(NAD 83)
 JD1145_MARKER: DS = TRIANGULATION STATION DISK
 JD1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1145_STAMPING: B 8 Z 1962
 JD1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1145+STABILITY: SURFACE MOTION
 JD1145
 JD1145  HISTORY     - Date     Condition        Report By
 JD1145  HISTORY     - 1962     MONUMENTED       CGS
 JD1145  HISTORY     - 1963     GOOD             NGS
 JD1145  HISTORY     - 20010912 MARK NOT FOUND   SKW
 JD1145
 JD1145                          STATION DESCRIPTION
 JD1145
 JD1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1145'7.4 MI N FROM DRESDEN.
 JD1145'ABOUT 2.55 MILES NORTH ALONG PAVED COUNTY ROAD T FROM THE
 JD1145'INTERSECTION OF U.S. HIGHWAY 50 AT DRESDEN, THENCE 0.25 MILE
 JD1145'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 5.6 MILES NORTH ALONG
 JD1145'A GRADED COUNTY ROAD, AT THE CREST OF A HILL, 470.0 FEET
 JD1145'NORTH-NORTHEAST OF R.M. 2, 524.0 FEET NORTH-NORTHWEST OF R.M.
 JD1145'1, 1.5 FEET EAST OF A NORTH-SOUTH FENCE, AND SET IN THE TOP OF A
 JD1145'CONCRETE POST 18 INCHES BELOW THE GROUND.
 JD1145
 JD1145                          STATION RECOVERY (2001)
 JD1145
 JD1145'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JD1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1149 ***********************************************************************
 JD1149  DESIGNATION -  B 8 Z AZ MK
 JD1149  PID         -  JD1149
 JD1149  STATE/COUNTY-  MO/PETTIS
 JD1149  USGS QUAD   -  HUGHESVILLE (1973)
 JD1149
 JD1149                         *CURRENT SURVEY CONTROL
 JD1149  ___________________________________________________________________
 JD1149* NAD 83(1986)-  38 51 30.     (N)    093 19 09.     (W)     SCALED    
 JD1149* NAVD 88     -       235.569  (meters)     772.86   (feet)  ADJUSTED  
 JD1149  ___________________________________________________________________
 JD1149  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1149  DYNAMIC HT  -         235.414 (meters)     772.35  (feet)  COMP
 JD1149  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 JD1149
 JD1149  VERT ORDER  -  SECOND    CLASS 0
 JD1149
 JD1149.The horizontal coordinates were scaled from a topographic map and have
 JD1149.an estimated accuracy of +/- 6 seconds.
 JD1149
 JD1149.The orthometric height was determined by differential leveling
 JD1149.and adjusted by the National Geodetic Survey in June 1991..
 JD1149
 JD1149.The geoid height was determined by GEOID03.
 JD1149
 JD1149.The dynamic height is computed by dividing the NAVD 88
 JD1149.geopotential number by the normal gravity value computed on the
 JD1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1149.degrees latitude (g = 980.6199 gals.).
 JD1149
 JD1149.The modeled gravity was interpolated from observed gravity values.
 JD1149
 JD1149;                    North         East    Units  Estimated Accuracy
 JD1149;SPC MO C     -   336,020.      428,900.      MT  (+/- 180 meters Scaled)
 JD1149
 JD1149                          SUPERSEDED SURVEY CONTROL
 JD1149
 JD1149  NGVD 29 (??/??/92)  235.480  (m)          772.57   (f) ADJ UNCH    2 0
 JD1149
 JD1149.Superseded values are not recommended for survey control.
 JD1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1149.See file dsdata.txt to determine how the superseded data were derived.
 JD1149
 JD1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD723011(NAD 83)
 JD1149_MARKER: DZ = AZIMUTH MARK DISK
 JD1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1149_STAMPING: B 8 Z 1962
 JD1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1149+STABILITY: SURFACE MOTION
 JD1149
 JD1149  HISTORY     - Date     Condition        Report By
 JD1149  HISTORY     - 1962     MONUMENTED       CGS
 JD1149  HISTORY     - 1963     GOOD             NGS
 JD1149  HISTORY     - 20010912 MARK NOT FOUND   SKW
 JD1149
 JD1149                          STATION DESCRIPTION
 JD1149
 JD1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1149'16.7 MI NW FROM SEDALIA.
 JD1149'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1149'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1149'HIGHWAY 65, THENCE 6.5 MILES SOUTHWEST ALONG HIGHWAY D, ABOUT
 JD1149'0.05 MILE WEST OF THE ENTRANCE TO A FARMHOUSE, 33 FEET SOUTH OF
 JD1149'THE CENTERLINE OF THE HIGHWAY, 56.7 FEET WEST OF A POWER POLE,
 JD1149'1.0 FOOT NORTH OF A FENCE, 1.2 FEET WEST OF A WITNESS POST,
 JD1149'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 JD1149'OF A CONCRETE POST PROJECTING 0.4 FOOT.
 JD1149
 JD1149                          STATION RECOVERY (2001)
 JD1149
 JD1149'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JD1149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1146 ***********************************************************************
 JD1146  DESIGNATION -  B 8 Z RM 1
 JD1146  PID         -  JD1146
 JD1146  STATE/COUNTY-  MO/PETTIS
 JD1146  USGS QUAD   -  HUGHESVILLE (1973)
 JD1146
 JD1146                         *CURRENT SURVEY CONTROL
 JD1146  ___________________________________________________________________
 JD1146* NAD 83(1986)-  38 51 32.     (N)    093 19 34.     (W)     SCALED    
 JD1146* NAVD 88     -       244.012  (meters)     800.56   (feet)  ADJUSTED  
 JD1146  ___________________________________________________________________
 JD1146  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1146  DYNAMIC HT  -         243.853 (meters)     800.04  (feet)  COMP
 JD1146  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 JD1146
 JD1146  VERT ORDER  -  SECOND    CLASS 0
 JD1146
 JD1146.The horizontal coordinates were scaled from a topographic map and have
 JD1146.an estimated accuracy of +/- 6 seconds.
 JD1146
 JD1146.The orthometric height was determined by differential leveling
 JD1146.and adjusted by the National Geodetic Survey in June 1991..
 JD1146
 JD1146.The geoid height was determined by GEOID03.
 JD1146
 JD1146.The dynamic height is computed by dividing the NAVD 88
 JD1146.geopotential number by the normal gravity value computed on the
 JD1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1146.degrees latitude (g = 980.6199 gals.).
 JD1146
 JD1146.The modeled gravity was interpolated from observed gravity values.
 JD1146
 JD1146;                    North         East    Units  Estimated Accuracy
 JD1146;SPC MO C     -   336,090.      428,300.      MT  (+/- 180 meters Scaled)
 JD1146
 JD1146                          SUPERSEDED SURVEY CONTROL
 JD1146
 JD1146  NGVD 29 (??/??/92)  243.92   (m)          800.3    (f) COMPUTED    2 0
 JD1146
 JD1146.Superseded values are not recommended for survey control.
 JD1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1146.See file dsdata.txt to determine how the superseded data were derived.
 JD1146
 JD1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD717011(NAD 83)
 JD1146_MARKER: DR = REFERENCE MARK DISK
 JD1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1146_STAMPING: B 8 Z NO 1 1962
 JD1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1146+STABILITY: SURFACE MOTION
 JD1146
 JD1146  HISTORY     - Date     Condition        Report By
 JD1146  HISTORY     - 1962     MONUMENTED       CGS
 JD1146  HISTORY     - 1963     GOOD             NGS
 JD1146  HISTORY     - 20010912 MARK NOT FOUND   SKW
 JD1146
 JD1146                          STATION DESCRIPTION
 JD1146
 JD1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1146'7.4 MI N FROM DRESDEN.
 JD1146'ABOUT 2.55 MILES NORTH ALONG PAVED COUNTY ROAD T FROM THE
 JD1146'INTERSECTION OF U.S. HIGHWAY 50 AT DRESDEN, THENCE 0.25 MILE
 JD1146'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 5.6 MILES NORTH ALONG
 JD1146'A GRADED COUNTY ROAD, 32 FEET NORTH OF THE CENTERLINE OF THE
 JD1146'ROAD, 72 FEET EAST OF THE EXTENDED CENTERLINE OF THE ENTRANCE
 JD1146'ROAD TO THE LAUNCHER, 524.0 FEET SOUTH-SOUTHEAST OF THE STATION
 JD1146'MARK, 25.8 FEET WEST OF A POWER POLE, 340.0 FEET EAST OF R.M.
 JD1146'2, 0.6 FOOT NORTH OF A FENCE, 1.3 FEET WEST OF A METAL WITNESS
 JD1146'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 JD1146'OF A CONCRETE POST PROJECTING 0.7 FOOT.
 JD1146
 JD1146                          STATION RECOVERY (2001)
 JD1146
 JD1146'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JD1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1144 ***********************************************************************
 JD1144  DESIGNATION -  B 8 Z RM 2
 JD1144  PID         -  JD1144
 JD1144  STATE/COUNTY-  MO/PETTIS
 JD1144  USGS QUAD   -  HUGHESVILLE (1973)
 JD1144
 JD1144                         *CURRENT SURVEY CONTROL
 JD1144  ___________________________________________________________________
 JD1144* NAD 83(1986)-  38 51 32.     (N)    093 19 38.     (W)     SCALED    
 JD1144* NAVD 88     -       242.453  (meters)     795.45   (feet)  ADJUSTED  
 JD1144  ___________________________________________________________________
 JD1144  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1144  DYNAMIC HT  -         242.295 (meters)     794.93  (feet)  COMP
 JD1144  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 JD1144
 JD1144  VERT ORDER  -  SECOND    CLASS 0
 JD1144
 JD1144.The horizontal coordinates were scaled from a topographic map and have
 JD1144.an estimated accuracy of +/- 6 seconds.
 JD1144
 JD1144.The orthometric height was determined by differential leveling
 JD1144.and adjusted by the National Geodetic Survey in June 1991..
 JD1144
 JD1144.The geoid height was determined by GEOID03.
 JD1144
 JD1144.The dynamic height is computed by dividing the NAVD 88
 JD1144.geopotential number by the normal gravity value computed on the
 JD1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1144.degrees latitude (g = 980.6199 gals.).
 JD1144
 JD1144.The modeled gravity was interpolated from observed gravity values.
 JD1144
 JD1144;                    North         East    Units  Estimated Accuracy
 JD1144;SPC MO C     -   336,090.      428,200.      MT  (+/- 180 meters Scaled)
 JD1144
 JD1144                          SUPERSEDED SURVEY CONTROL
 JD1144
 JD1144  NGVD 29 (??/??/92)  242.36   (m)          795.1    (f) COMPUTED    2 0
 JD1144
 JD1144.Superseded values are not recommended for survey control.
 JD1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1144.See file dsdata.txt to determine how the superseded data were derived.
 JD1144
 JD1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD716011(NAD 83)
 JD1144_MARKER: DR = REFERENCE MARK DISK
 JD1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1144_STAMPING: B 8 Z NO 2 1962
 JD1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1144+STABILITY: SURFACE MOTION
 JD1144
 JD1144  HISTORY     - Date     Condition        Report By
 JD1144  HISTORY     - 1962     MONUMENTED       CGS
 JD1144  HISTORY     - 1963     GOOD             NGS
 JD1144  HISTORY     - 20010912 MARK NOT FOUND   SKW
 JD1144
 JD1144                          STATION DESCRIPTION
 JD1144
 JD1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1144'7.4 MI N FROM DRESDEN.
 JD1144'ABOUT 2.55 MILES NORTH ALONG PAVED COUNTY ROAD T FROM THE
 JD1144'INTERSECTION OF U.S. HIGHWAY 50 AT DRESDEN, THENCE 0.25 MILE
 JD1144'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 5.6 MILES NORTH ALONG
 JD1144'A GRADED COUNTY ROAD, 0.05 MILE EAST OF A T-JUNCTION OF ROADS,
 JD1144'ON THE WEST SLOPE OF A SMALL HILL, 34.3 FEET NORTH OF THE
 JD1144'CENTERLINE OF THE ROAD, 89 FEET WEST OF A T-JUNCTION OF FENCES,
 JD1144'470.0 FEET SOUTH-SOUTHWEST OF THE STATION MARK, 340.0 FEET WEST
 JD1144'OF R.M. 1, 0.4 FOOT NORTH OF AN EAST-WEST FENCE, 1.5 FEET NORTHEAST
 JD1144'ACROSS A FENCE FROM A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 JD1144'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1144'0.5 FOOT.
 JD1144
 JD1144                          STATION RECOVERY (2001)
 JD1144
 JD1144'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JD1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0317 ***********************************************************************
 LF0317  DESIGNATION -  B 80
 LF0317  PID         -  LF0317
 LF0317  STATE/COUNTY-  MO/HOLT
 LF0317  USGS QUAD   -  BIG LAKE (1981)
 LF0317
 LF0317                         *CURRENT SURVEY CONTROL
 LF0317  ___________________________________________________________________
 LF0317* NAD 83(1986)-  40 06 58.     (N)    095 16 01.     (W)     SCALED    
 LF0317* NAVD 88     -       265.381  (meters)     870.67   (feet)  ADJUSTED  
 LF0317  ___________________________________________________________________
 LF0317  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 LF0317  DYNAMIC HT  -         265.236 (meters)     870.20  (feet)  COMP
 LF0317  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 LF0317
 LF0317  VERT ORDER  -  FIRST     CLASS II
 LF0317
 LF0317.The horizontal coordinates were scaled from a topographic map and have
 LF0317.an estimated accuracy of +/- 6 seconds.
 LF0317
 LF0317.The orthometric height was determined by differential leveling
 LF0317.and adjusted by the National Geodetic Survey in June 1991..
 LF0317
 LF0317.The geoid height was determined by GEOID03.
 LF0317
 LF0317.The dynamic height is computed by dividing the NAVD 88
 LF0317.geopotential number by the normal gravity value computed on the
 LF0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0317.degrees latitude (g = 980.6199 gals.).
 LF0317
 LF0317.The modeled gravity was interpolated from observed gravity values.
 LF0317
 LF0317;                    North         East    Units  Estimated Accuracy
 LF0317;SPC MO W     -   438,640.      784,620.      MT  (+/- 180 meters Scaled)
 LF0317
 LF0317                          SUPERSEDED SURVEY CONTROL
 LF0317
 LF0317  NGVD 29 (??/??/92)  265.309  (m)          870.43   (f) ADJ UNCH    1 2
 LF0317
 LF0317.Superseded values are not recommended for survey control.
 LF0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0317.See file dsdata.txt to determine how the superseded data were derived.
 LF0317
 LF0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE068431(NAD 83)
 LF0317_MARKER: DB = BENCH MARK DISK
 LF0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0317_SP_SET: BRIDGE ABUTMENT
 LF0317_STAMPING: B 80 1935
 LF0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0317
 LF0317  HISTORY     - Date     Condition        Report By
 LF0317  HISTORY     - 1935     MONUMENTED       CGS
 LF0317  HISTORY     - 1948     GOOD             NGS
 LF0317  HISTORY     - 1961     GOOD             NGS
 LF0317  HISTORY     - 20051125 MARK NOT FOUND   GEOCAC
 LF0317
 LF0317                          STATION DESCRIPTION
 LF0317
 LF0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0317'1.4 MI E FROM BIGELOW.
 LF0317'1.35 MILES EAST ALONG STATE HIGHWAY 118 FROM THE CHICAGO,
 LF0317'BURLINGTON AND QUINCY RAILROAD STATION AT BIGELOW, SET IN THE
 LF0317'TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF BRIDGE
 LF0317'OVER SQUAW CREEK DITCH ON STATE HIGHWAY 118, 13.0 FEET SOUTHEAST
 LF0317'OF THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT NORTHWEST OF THE
 LF0317'SOUTHEAST END OF THE ABUTMENT.
 LF0317
 LF0317                          STATION RECOVERY (1961)
 LF0317
 LF0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0317'RECOVERED IN GOOD CONDITION.
 LF0317
 LF0317                          STATION RECOVERY (2005)
 LF0317
 LF0317'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LF0317'THE BRIDGE HAS BEEN REPLACED AND THE BENCH MARK DISK PRESUMED
 LF0317'DESTROYED.
 LF0317' 
 LF0317' 
 LF0317' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0181 ***********************************************************************
 LF0181  DESIGNATION -  B 81
 LF0181  PID         -  LF0181
 LF0181  STATE/COUNTY-  MO/NODAWAY
 LF0181  USGS QUAD   -  HOPKINS (1980)
 LF0181
 LF0181                         *CURRENT SURVEY CONTROL
 LF0181  ___________________________________________________________________
 LF0181* NAD 83(1986)-  40 31 32.     (N)    094 50 03.     (W)     SCALED    
 LF0181* NAVD 88     -       316.062  (meters)    1036.95   (feet)  ADJUSTED  
 LF0181  ___________________________________________________________________
 LF0181  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 LF0181  DYNAMIC HT  -         315.893 (meters)    1036.39  (feet)  COMP
 LF0181  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 LF0181
 LF0181  VERT ORDER  -  SECOND    CLASS 0
 LF0181
 LF0181.The horizontal coordinates were scaled from a topographic map and have
 LF0181.an estimated accuracy of +/- 6 seconds.
 LF0181
 LF0181.The orthometric height was determined by differential leveling
 LF0181.and adjusted by the National Geodetic Survey in June 1991..
 LF0181
 LF0181.The geoid height was determined by GEOID03.
 LF0181
 LF0181.The dynamic height is computed by dividing the NAVD 88
 LF0181.geopotential number by the normal gravity value computed on the
 LF0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0181.degrees latitude (g = 980.6199 gals.).
 LF0181
 LF0181.The modeled gravity was interpolated from observed gravity values.
 LF0181
 LF0181;                    North         East    Units  Estimated Accuracy
 LF0181;SPC MO W     -   483,880.      821,690.      MT  (+/- 180 meters Scaled)
 LF0181
 LF0181                          SUPERSEDED SURVEY CONTROL
 LF0181
 LF0181  NGVD 29 (??/??/92)  315.964  (m)         1036.63   (f) ADJ UNCH    2 0
 LF0181
 LF0181.Superseded values are not recommended for survey control.
 LF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0181.See file dsdata.txt to determine how the superseded data were derived.
 LF0181
 LF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE446877(NAD 83)
 LF0181_MARKER: DB = BENCH MARK DISK
 LF0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0181_SP_SET: BRIDGE
 LF0181_STAMPING: B 81 1935
 LF0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0181
 LF0181  HISTORY     - Date     Condition        Report By
 LF0181  HISTORY     - 1935     MONUMENTED       CGS
 LF0181  HISTORY     - 1960     GOOD             NGS
 LF0181
 LF0181                          STATION DESCRIPTION
 LF0181
 LF0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0181'1.9 MI S FROM HOPKINS.
 LF0181'1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0181'RAILROAD FROM THE STATION AT HOPKINS, NODAWAY COUNTY, 100
 LF0181'FEET WEST OF RAILROAD BRIDGE 46.97, AT A 75-FOOT BRIDGE ON
 LF0181'STATE HIGHWAY 27, IN THE TOP OF THE NORTHEAST WINGWALL, AND 1
 LF0181'FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED B 81 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0360 ***********************************************************************
 LE0360  DESIGNATION -  B 82
 LE0360  PID         -  LE0360
 LE0360  STATE/COUNTY-  MO/GRUNDY
 LE0360  USGS QUAD   -  SPICKARD (1984)
 LE0360
 LE0360                         *CURRENT SURVEY CONTROL
 LE0360  ___________________________________________________________________
 LE0360* NAD 83(1986)-  40 14 39.     (N)    093 35 49.     (W)     SCALED    
 LE0360* NAVD 88     -       244.114  (meters)     800.90   (feet)  ADJUSTED  
 LE0360  ___________________________________________________________________
 LE0360  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LE0360  DYNAMIC HT  -         243.986 (meters)     800.48  (feet)  COMP
 LE0360  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 LE0360
 LE0360  VERT ORDER  -  SECOND    CLASS 0
 LE0360
 LE0360.The horizontal coordinates were scaled from a topographic map and have
 LE0360.an estimated accuracy of +/- 6 seconds.
 LE0360
 LE0360.The orthometric height was determined by differential leveling
 LE0360.and adjusted by the National Geodetic Survey in June 1991..
 LE0360
 LE0360.The geoid height was determined by GEOID03.
 LE0360
 LE0360.The dynamic height is computed by dividing the NAVD 88
 LE0360.geopotential number by the normal gravity value computed on the
 LE0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0360.degrees latitude (g = 980.6199 gals.).
 LE0360
 LE0360.The modeled gravity was interpolated from observed gravity values.
 LE0360
 LE0360;                    North         East    Units  Estimated Accuracy
 LE0360;SPC MO C     -   490,140.      406,670.      MT  (+/- 180 meters Scaled)
 LE0360
 LE0360                          SUPERSEDED SURVEY CONTROL
 LE0360
 LE0360  NGVD 29 (??/??/92)  244.085  (m)          800.80   (f) ADJ UNCH    2 0
 LE0360
 LE0360.Superseded values are not recommended for survey control.
 LE0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0360.See file dsdata.txt to determine how the superseded data were derived.
 LE0360
 LE0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE492550(NAD 83)
 LE0360_MARKER: DB = BENCH MARK DISK
 LE0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0360_STAMPING: B 82 1935
 LE0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0360+STABILITY: SURFACE MOTION
 LE0360
 LE0360  HISTORY     - Date     Condition        Report By
 LE0360  HISTORY     - 1935     MONUMENTED       CGS
 LE0360  HISTORY     - 1967     GOOD             NGS
 LE0360
 LE0360                          STATION DESCRIPTION
 LE0360
 LE0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0360'AT SPICKARD.
 LE0360'THE RAILROAD STATION IS GONE BUT THE MARK WAS RECOVERED AS
 LE0360'DESCRIBED FROM THE ROAD CROSSING AND THE RAILROAD.  THE MARK
 LE0360'IS 10.5 FEET WEST-NORTHWEST OF A TELEGRAPH POLE WITH BOX
 LE0360'ATTACHED AND IS 5 FEET NORTH OF AN IRON GUARD RAIL.  THE
 LE0360'MARK IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0127 ***********************************************************************
 LE0127  DESIGNATION -  B 84
 LE0127  PID         -  LE0127
 LE0127  STATE/COUNTY-  MO/SCHUYLER
 LE0127  USGS QUAD   -  GREENTOP (1979)
 LE0127
 LE0127                         *CURRENT SURVEY CONTROL
 LE0127  ___________________________________________________________________
 LE0127* NAD 83(1986)-  40 22 23.     (N)    092 33 33.     (W)     SCALED    
 LE0127* NAVD 88     -       301.434  (meters)     988.95   (feet)  ADJUSTED  
 LE0127  ___________________________________________________________________
 LE0127  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LE0127  DYNAMIC HT  -         301.277 (meters)     988.44  (feet)  COMP
 LE0127  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 LE0127
 LE0127  VERT ORDER  -  SECOND    CLASS 0
 LE0127
 LE0127.The horizontal coordinates were scaled from a topographic map and have
 LE0127.an estimated accuracy of +/- 6 seconds.
 LE0127
 LE0127.The orthometric height was determined by differential leveling
 LE0127.and adjusted by the National Geodetic Survey in June 1991..
 LE0127
 LE0127.The geoid height was determined by GEOID03.
 LE0127
 LE0127.The dynamic height is computed by dividing the NAVD 88
 LE0127.geopotential number by the normal gravity value computed on the
 LE0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0127.degrees latitude (g = 980.6199 gals.).
 LE0127
 LE0127.The modeled gravity was interpolated from observed gravity values.
 LE0127
 LE0127;                    North         East    Units  Estimated Accuracy
 LE0127;SPC MO C     -   503,870.      494,980.      MT  (+/- 180 meters Scaled)
 LE0127
 LE0127                          SUPERSEDED SURVEY CONTROL
 LE0127
 LE0127  NGVD 29 (??/??/92)  301.427  (m)          988.93   (f) ADJ UNCH    2 0
 LE0127
 LE0127.Superseded values are not recommended for survey control.
 LE0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0127.See file dsdata.txt to determine how the superseded data were derived.
 LE0127
 LE0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE374692(NAD 83)
 LE0127_MARKER: DB = BENCH MARK DISK
 LE0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0127_SP_SET: CULVERT
 LE0127_STAMPING: B 84 1935
 LE0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0127
 LE0127  HISTORY     - Date     Condition        Report By
 LE0127  HISTORY     - 1935     MONUMENTED       CGS
 LE0127  HISTORY     - 1943     GOOD             NGS
 LE0127  HISTORY     - 1967     GOOD             NGS
 LE0127
 LE0127                          STATION DESCRIPTION
 LE0127
 LE0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0127'2.4 MI S FROM QUEEN CITY.
 LE0127'2.4 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 LE0127'QUEEN CITY, SCHUYLER COUNTY, 5 POLES SOUTH OF MILEPOST 218, AT
 LE0127'5-BY-5-FOOT CULVERT 2044, IN THE TOP OF THE SOUTHEAST CORNER
 LE0127'OF THE EAST CONCRETE HEADWALL, 20 FEET EAST OF THE CENTERLINE
 LE0127'OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 LE0127'DISK, STAMPED B 84 1935.
 LE0127
 LE0127                          STATION RECOVERY (1967)
 LE0127
 LE0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0580 ***********************************************************************
 LD0580  DESIGNATION -  B 85
 LD0580  PID         -  LD0580
 LD0580  STATE/COUNTY-  MO/CLARK
 LD0580  USGS QUAD   -  WYACONDA (1975)
 LD0580
 LD0580                         *CURRENT SURVEY CONTROL
 LD0580  ___________________________________________________________________
 LD0580* NAD 83(1986)-  40 23 20.     (N)    091 55 36.     (W)     SCALED    
 LD0580* NAVD 88     -       230.550  (meters)     756.40   (feet)  ADJUSTED  
 LD0580  ___________________________________________________________________
 LD0580  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LD0580  DYNAMIC HT  -         230.432 (meters)     756.01  (feet)  COMP
 LD0580  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 LD0580
 LD0580  VERT ORDER  -  SECOND    CLASS 0
 LD0580
 LD0580.The horizontal coordinates were scaled from a topographic map and have
 LD0580.an estimated accuracy of +/- 6 seconds.
 LD0580
 LD0580.The orthometric height was determined by differential leveling
 LD0580.and adjusted by the National Geodetic Survey in June 1991..
 LD0580
 LD0580.The geoid height was determined by GEOID03.
 LD0580
 LD0580.The dynamic height is computed by dividing the NAVD 88
 LD0580.geopotential number by the normal gravity value computed on the
 LD0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0580.degrees latitude (g = 980.6199 gals.).
 LD0580
 LD0580.The modeled gravity was interpolated from observed gravity values.
 LD0580
 LD0580;                    North         East    Units  Estimated Accuracy
 LD0580;SPC MO E     -   506,600.      128,870.      MT  (+/- 180 meters Scaled)
 LD0580
 LD0580                          SUPERSEDED SURVEY CONTROL
 LD0580
 LD0580  NGVD 29 (??/??/92)  230.571  (m)          756.47   (f) ADJ UNCH    2 0
 LD0580
 LD0580.Superseded values are not recommended for survey control.
 LD0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0580.See file dsdata.txt to determine how the superseded data were derived.
 LD0580
 LD0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE910714(NAD 83)
 LD0580_MARKER: DB = BENCH MARK DISK
 LD0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0580_STAMPING: B 85 1935
 LD0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0580+STABILITY: SURFACE MOTION
 LD0580
 LD0580  HISTORY     - Date     Condition        Report By
 LD0580  HISTORY     - 1935     MONUMENTED       CGS
 LD0580
 LD0580                          STATION DESCRIPTION
 LD0580
 LD0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0580'AT WYACONDA.
 LD0580'AT WYACONDA, CLARK COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 LD0580'RAILWAY, AT THE STREET CROSSING EAST OF THE STATION, 40 FEET
 LD0580'EAST OF THE CENTERLINE OF THE STREET, 19 FEET NORTH OF THE
 LD0580'CENTERLINE OF THE NORTH TRACK, 12 FEET EAST OF THE CENTER OF A
 LD0580'BLOCK-SIGNAL BATTERY BOX, 6 FEET NORTH OF A MAIL-BAG SUPPORT,
 LD0580'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED B 85 1935 AND
 LD0580'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0100 ***********************************************************************
 LE0100  DESIGNATION -  B 86
 LE0100  PID         -  LE0100
 LE0100  STATE/COUNTY-  MO/SCOTLAND
 LE0100  USGS QUAD   -  ARBELA (1965)
 LE0100
 LE0100                         *CURRENT SURVEY CONTROL
 LE0100  ___________________________________________________________________
 LE0100* NAD 83(1986)-  40 27 38.     (N)    092 03 30.     (W)     SCALED    
 LE0100* NAVD 88     -       236.209  (meters)     774.96   (feet)  ADJUSTED  
 LE0100  ___________________________________________________________________
 LE0100  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LE0100  DYNAMIC HT  -         236.089 (meters)     774.57  (feet)  COMP
 LE0100  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 LE0100
 LE0100  VERT ORDER  -  SECOND    CLASS 0
 LE0100
 LE0100.The horizontal coordinates were scaled from a topographic map and have
 LE0100.an estimated accuracy of +/- 6 seconds.
 LE0100
 LE0100.The orthometric height was determined by differential leveling
 LE0100.and adjusted by the National Geodetic Survey in June 1991..
 LE0100
 LE0100.The geoid height was determined by GEOID03.
 LE0100
 LE0100.The dynamic height is computed by dividing the NAVD 88
 LE0100.geopotential number by the normal gravity value computed on the
 LE0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0100.degrees latitude (g = 980.6199 gals.).
 LE0100
 LE0100.The modeled gravity was interpolated from observed gravity values.
 LE0100
 LE0100;                    North         East    Units  Estimated Accuracy
 LE0100;SPC MO C     -   513,680.      537,460.      MT  (+/- 180 meters Scaled)
 LE0100
 LE0100                          SUPERSEDED SURVEY CONTROL
 LE0100
 LE0100  NGVD 29 (??/??/92)  236.218  (m)          774.99   (f) ADJ UNCH    2 0
 LE0100
 LE0100.Superseded values are not recommended for survey control.
 LE0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0100.See file dsdata.txt to determine how the superseded data were derived.
 LE0100
 LE0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE798793(NAD 83)
 LE0100_MARKER: DB = BENCH MARK DISK
 LE0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0100_STAMPING: B 86 1935
 LE0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0100+STABILITY: SURFACE MOTION
 LE0100
 LE0100  HISTORY     - Date     Condition        Report By
 LE0100  HISTORY     - 1935     MONUMENTED       CGS
 LE0100  HISTORY     - 1967     GOOD             NGS
 LE0100
 LE0100                          STATION DESCRIPTION
 LE0100
 LE0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0100'2.3 MI W FROM ARBELA.
 LE0100'2.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0100'FROM THE STATION AT ARBELA, SCOTLAND COUNTY, 4 POLES EAST OF
 LE0100'MILEPOST 39, AT A ROAD CROSSING, 48 FEET NORTH OF THE CENTERLINE
 LE0100'OF THE TRACK, 24 FEET WEST OF THE CENTERLINE OF THE ROAD, 4 FEET
 LE0100'NORTHWEST OF A FENCE CORNER, AND LEVEL WITH THE TRACK.  A
 LE0100'STANDARD DISK, STAMPED B 86 1935 AND SET IN THE TOP OF A CONCRETE
 LE0100'POST.
 LE0100
 LE0100                          STATION RECOVERY (1967)
 LE0100
 LE0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0677 ***********************************************************************
 GE0677  DESIGNATION -  B 9
 GE0677  PID         -  GE0677
 GE0677  STATE/COUNTY-  MO/OREGON
 GE0677  USGS QUAD   -  THAYER (1986)
 GE0677
 GE0677                         *CURRENT SURVEY CONTROL
 GE0677  ___________________________________________________________________
 GE0677* NAD 83(1986)-  36 33 05.     (N)    091 33 35.     (W)     SCALED    
 GE0677* NAVD 88     -       188.236  (meters)     617.57   (feet)  ADJUSTED  
 GE0677  ___________________________________________________________________
 GE0677  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 GE0677  DYNAMIC HT  -         188.083 (meters)     617.07  (feet)  COMP
 GE0677  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GE0677
 GE0677  VERT ORDER  -  FIRST     CLASS II
 GE0677
 GE0677.The horizontal coordinates were scaled from a topographic map and have
 GE0677.an estimated accuracy of +/- 6 seconds.
 GE0677
 GE0677.The orthometric height was determined by differential leveling
 GE0677.and adjusted by the National Geodetic Survey in June 1991..
 GE0677
 GE0677.The geoid height was determined by GEOID03.
 GE0677
 GE0677.The dynamic height is computed by dividing the NAVD 88
 GE0677.geopotential number by the normal gravity value computed on the
 GE0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0677.degrees latitude (g = 980.6199 gals.).
 GE0677
 GE0677.The modeled gravity was interpolated from observed gravity values.
 GE0677
 GE0677;                    North         East    Units  Estimated Accuracy
 GE0677;SPC MO E     -    80,200.      155,130.      MT  (+/- 180 meters Scaled)
 GE0677
 GE0677                          SUPERSEDED SURVEY CONTROL
 GE0677
 GE0677  NGVD 29 (??/??/92)  188.112  (m)          617.16   (f) ADJ UNCH    1 2
 GE0677
 GE0677.Superseded values are not recommended for survey control.
 GE0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0677.See file dsdata.txt to determine how the superseded data were derived.
 GE0677
 GE0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA289460(NAD 83)
 GE0677_MARKER: DB = BENCH MARK DISK
 GE0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0677_STAMPING: 617.164 B 9 1928
 GE0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0677+STABILITY: SURFACE MOTION
 GE0677
 GE0677  HISTORY     - Date     Condition        Report By
 GE0677  HISTORY     - 1928     MONUMENTED       CGS
 GE0677  HISTORY     - 1934     GOOD             NGS
 GE0677  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 GE0677  HISTORY     - 19900905 MARK NOT FOUND   NGS
 GE0677
 GE0677                          STATION DESCRIPTION
 GE0677
 GE0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0677'2.3 MI NW FROM THAYER.
 GE0677'2.3 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 GE0677'FROM THE STATION AT THAYER, OREGON COUNTY, AT THE CROSSING OF A
 GE0677'COUNTY ROAD, 45 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 36
 GE0677'FEET EAST OF THE CENTERLINE OF THE TRACK, 34 FEET SOUTH OF THE
 GE0677'CENTERLINE OF THE COUNTY ROAD, 25.2 FEET SOUTHEAST OF THE
 GE0677'CROSSING SIGN, 30 FEET NORTH OF POLE 337-20, AND 3 FEET WEST OF
 GE0677'THE ROW OF POLES.  A STANDARD DISK, STAMPED 617.164 B 9 1928
 GE0677'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GE0677
 GE0677                          STATION RECOVERY (1985)
 GE0677
 GE0677'RECOVERY NOTE BY US POWER SQUADRON 1985 (NCS)
 GE0677'MARK NOT FOUND.
 GE0677
 GE0677                          STATION RECOVERY (1990)
 GE0677
 GE0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0677'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  AREA APPEARS TO
 GE0677'HAVE BEEN FILLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1227 ***********************************************************************
 JD1227  DESIGNATION -  B 9 B 1
 JD1227  PID         -  JD1227
 JD1227  STATE/COUNTY-  MO/PETTIS
 JD1227  USGS QUAD   -  HOUSTONIA (1973)
 JD1227
 JD1227                         *CURRENT SURVEY CONTROL
 JD1227  ___________________________________________________________________
 JD1227* NAD 83(1986)-  38 54 49.     (N)    093 18 26.     (W)     SCALED    
 JD1227* NAVD 88     -       236.097  (meters)     774.59   (feet)  ADJUSTED  
 JD1227  ___________________________________________________________________
 JD1227  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1227  DYNAMIC HT  -         235.945 (meters)     774.10  (feet)  COMP
 JD1227  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 JD1227
 JD1227  VERT ORDER  -  SECOND    CLASS 0
 JD1227
 JD1227.The horizontal coordinates were scaled from a topographic map and have
 JD1227.an estimated accuracy of +/- 6 seconds.
 JD1227
 JD1227.The orthometric height was determined by differential leveling
 JD1227.and adjusted by the National Geodetic Survey in June 1991..
 JD1227
 JD1227.The geoid height was determined by GEOID03.
 JD1227
 JD1227.The dynamic height is computed by dividing the NAVD 88
 JD1227.geopotential number by the normal gravity value computed on the
 JD1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1227.degrees latitude (g = 980.6199 gals.).
 JD1227
 JD1227.The modeled gravity was interpolated from observed gravity values.
 JD1227
 JD1227;                    North         East    Units  Estimated Accuracy
 JD1227;SPC MO C     -   342,150.      429,990.      MT  (+/- 180 meters Scaled)
 JD1227
 JD1227                          SUPERSEDED SURVEY CONTROL
 JD1227
 JD1227  NGVD 29 (??/??/92)  236.01   (m)          774.3    (f) COMPUTED    2 0
 JD1227
 JD1227.Superseded values are not recommended for survey control.
 JD1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1227.See file dsdata.txt to determine how the superseded data were derived.
 JD1227
 JD1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD733072(NAD 83)
 JD1227_MARKER: DZ = AZIMUTH MARK DISK
 JD1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1227_STAMPING: B 9 B 1
 JD1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1227+STABILITY: SURFACE MOTION
 JD1227
 JD1227  HISTORY     - Date     Condition        Report By
 JD1227  HISTORY     - UNK      MONUMENTED       DOD
 JD1227  HISTORY     - 1963     GOOD             NGS
 JD1227
 JD1227                          STATION DESCRIPTION
 JD1227
 JD1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1227'10.3 MI SW FROM SWEET SPRINGS.
 JD1227'ABOUT 3.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE ELEMENTARY
 JD1227'SCHOOL AT SWEET SPRINGS, THENCE 2.5 MILES EAST ALONG A COUNTY
 JD1227'ROAD, THENCE 0.8 MILE SOUTH ALONG COUNTY ROAD M, THENCE 2.9
 JD1227'MILES EAST ALONG A COUNTY ROAD, THENCE 0.3 MILE SOUTH ALONG
 JD1227'A COUNTY ROAD, THENCE 0.3 MILE WEST ACROSS A FIELD, ON THE
 JD1227'SOUTHEAST SLOPE OF A HILL, 93 FEET EAST OF A NORTH-SOUTH FENCE,
 JD1227'45 FEET NORTH OF THE NORTH EDGE OF A SMALL DITCH, A 1 1/2 X 4
 JD1227'FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.
 JD1227'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1228 ***********************************************************************
 JD1228  DESIGNATION -  B 9 B 2
 JD1228  PID         -  JD1228
 JD1228  STATE/COUNTY-  MO/PETTIS
 JD1228  USGS QUAD   -  HOUSTONIA (1973)
 JD1228
 JD1228                         *CURRENT SURVEY CONTROL
 JD1228  ___________________________________________________________________
 JD1228* NAD 83(1986)-  38 54 49.     (N)    093 18 12.     (W)     SCALED    
 JD1228* NAVD 88     -       238.621  (meters)     782.88   (feet)  ADJUSTED  
 JD1228  ___________________________________________________________________
 JD1228  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1228  DYNAMIC HT  -         238.468 (meters)     782.37  (feet)  COMP
 JD1228  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 JD1228
 JD1228  VERT ORDER  -  SECOND    CLASS 0
 JD1228
 JD1228.The horizontal coordinates were scaled from a topographic map and have
 JD1228.an estimated accuracy of +/- 6 seconds.
 JD1228
 JD1228.The orthometric height was determined by differential leveling
 JD1228.and adjusted by the National Geodetic Survey in June 1991..
 JD1228
 JD1228.The geoid height was determined by GEOID03.
 JD1228
 JD1228.The dynamic height is computed by dividing the NAVD 88
 JD1228.geopotential number by the normal gravity value computed on the
 JD1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1228.degrees latitude (g = 980.6199 gals.).
 JD1228
 JD1228.The modeled gravity was interpolated from observed gravity values.
 JD1228
 JD1228;                    North         East    Units  Estimated Accuracy
 JD1228;SPC MO C     -   342,150.      430,330.      MT  (+/- 180 meters Scaled)
 JD1228
 JD1228                          SUPERSEDED SURVEY CONTROL
 JD1228
 JD1228  NGVD 29 (??/??/92)  238.53   (m)          782.6    (f) COMPUTED    2 0
 JD1228
 JD1228.Superseded values are not recommended for survey control.
 JD1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1228.See file dsdata.txt to determine how the superseded data were derived.
 JD1228
 JD1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD737072(NAD 83)
 JD1228_MARKER: DZ = AZIMUTH MARK DISK
 JD1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1228_STAMPING: B 9 B 2
 JD1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1228+STABILITY: SURFACE MOTION
 JD1228
 JD1228  HISTORY     - Date     Condition        Report By
 JD1228  HISTORY     - UNK      MONUMENTED       DOD
 JD1228  HISTORY     - 1963     GOOD             NGS
 JD1228
 JD1228                          STATION DESCRIPTION
 JD1228
 JD1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1228'10 MI SE FROM SWEET SPRINGS.
 JD1228'ABOUT 3.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE ELEMENTARY
 JD1228'SCHOOL AT SWEET SPRINGS, THENCE 2.5 MILES EAST ALONG A COUNTY
 JD1228'ROAD, THENCE 0.8 MILE SOUTH ALONG COUNTY ROAD M, THENCE 2.9 MILES
 JD1228'EAST ALONG A COUNTY ROAD, THENCE 0.3 MILE SOUTH ALONG A COUNTY
 JD1228'ROAD, ON THE CREST OF A SMALL RIDGE, 1068 FEET NORTHEAST OF THE
 JD1228'LAUNCHER, 198 FEET WEST OF THE CENTERLINE OF THE ROAD, 150
 JD1228'FEET SOUTHWEST ACROSS A FENCE FROM THE SOUTHWEST CORNER OF A
 JD1228'FARMHOUSE, 12 FEET SOUTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT
 JD1228'CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER
 JD1228'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1225 ***********************************************************************
 JD1225  DESIGNATION -  B 9 Z
 JD1225  PID         -  JD1225
 JD1225  STATE/COUNTY-  MO/PETTIS
 JD1225  USGS QUAD   -  HOUSTONIA (1973)
 JD1225
 JD1225                         *CURRENT SURVEY CONTROL
 JD1225  ___________________________________________________________________
 JD1225* NAD 83(1986)-  38 55 03.     (N)    093 18 13.     (W)     SCALED    
 JD1225* NAVD 88     -       238.555  (meters)     782.66   (feet)  ADJUSTED  
 JD1225  ___________________________________________________________________
 JD1225  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1225  DYNAMIC HT  -         238.402 (meters)     782.16  (feet)  COMP
 JD1225  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 JD1225
 JD1225  VERT ORDER  -  SECOND    CLASS 0
 JD1225
 JD1225.The horizontal coordinates were scaled from a topographic map and have
 JD1225.an estimated accuracy of +/- 6 seconds.
 JD1225
 JD1225.The orthometric height was determined by differential leveling
 JD1225.and adjusted by the National Geodetic Survey in June 1991..
 JD1225
 JD1225.The geoid height was determined by GEOID03.
 JD1225
 JD1225.The dynamic height is computed by dividing the NAVD 88
 JD1225.geopotential number by the normal gravity value computed on the
 JD1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1225.degrees latitude (g = 980.6199 gals.).
 JD1225
 JD1225.The modeled gravity was interpolated from observed gravity values.
 JD1225
 JD1225;                    North         East    Units  Estimated Accuracy
 JD1225;SPC MO C     -   342,580.      430,310.      MT  (+/- 180 meters Scaled)
 JD1225
 JD1225                          SUPERSEDED SURVEY CONTROL
 JD1225
 JD1225  NGVD 29 (??/??/92)  238.47   (m)          782.4    (f) COMPUTED    2 0
 JD1225
 JD1225.Superseded values are not recommended for survey control.
 JD1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1225.See file dsdata.txt to determine how the superseded data were derived.
 JD1225
 JD1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD736076(NAD 83)
 JD1225_MARKER: DS = TRIANGULATION STATION DISK
 JD1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1225_STAMPING: B 9 Z 1962
 JD1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1225+STABILITY: SURFACE MOTION
 JD1225
 JD1225  HISTORY     - Date     Condition        Report By
 JD1225  HISTORY     - 1962     MONUMENTED       CGS
 JD1225  HISTORY     - 1963     GOOD             NGS
 JD1225
 JD1225                          STATION DESCRIPTION
 JD1225
 JD1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1225'9.6 MI SE FROM SWEET SPRINGS.
 JD1225'ABOUT 3.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE ELEMENTARY
 JD1225'SCHOOL AT SWEET SPRINGS, THENCE 2.5 MILES EAST ALONG A COUNTY
 JD1225'ROAD, THENCE 0.8 MILE SOUTH ALONG COUNTY ROAD M, THENCE 2.85
 JD1225'MILES EAST ALONG A COUNTY ROAD, ABOUT 0.05 MILE WEST OF A
 JD1225'T-ROAD JUNCTION, ON THE CREST OF A HILL, 30 FEET SOUTH OF THE
 JD1225'CENTERLINE OF THE ROAD, 79.0 FEET SOUTHWEST ACROSS THE ROAD
 JD1225'FROM R.M. 1, 79.0 FEET SOUTHEAST ACROSS THE ROAD FROM R.M. 2,
 JD1225'9.7 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 JD1225'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 1.5 FEET
 JD1225'UNDER THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1226 ***********************************************************************
 JD1226  DESIGNATION -  B 9 Z RM 1
 JD1226  PID         -  JD1226
 JD1226  STATE/COUNTY-  MO/PETTIS
 JD1226  USGS QUAD   -  HOUSTONIA (1973)
 JD1226
 JD1226                         *CURRENT SURVEY CONTROL
 JD1226  ___________________________________________________________________
 JD1226* NAD 83(1986)-  38 55 04.     (N)    093 18 12.     (W)     SCALED    
 JD1226* NAVD 88     -       238.742  (meters)     783.27   (feet)  ADJUSTED  
 JD1226  ___________________________________________________________________
 JD1226  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1226  DYNAMIC HT  -         238.588 (meters)     782.77  (feet)  COMP
 JD1226  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 JD1226
 JD1226  VERT ORDER  -  SECOND    CLASS 0
 JD1226
 JD1226.The horizontal coordinates were scaled from a topographic map and have
 JD1226.an estimated accuracy of +/- 6 seconds.
 JD1226
 JD1226.The orthometric height was determined by differential leveling
 JD1226.and adjusted by the National Geodetic Survey in June 1991..
 JD1226
 JD1226.The geoid height was determined by GEOID03.
 JD1226
 JD1226.The dynamic height is computed by dividing the NAVD 88
 JD1226.geopotential number by the normal gravity value computed on the
 JD1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1226.degrees latitude (g = 980.6199 gals.).
 JD1226
 JD1226.The modeled gravity was interpolated from observed gravity values.
 JD1226
 JD1226;                    North         East    Units  Estimated Accuracy
 JD1226;SPC MO C     -   342,610.      430,330.      MT  (+/- 180 meters Scaled)
 JD1226
 JD1226                          SUPERSEDED SURVEY CONTROL
 JD1226
 JD1226  NGVD 29 (??/??/92)  238.66   (m)          783.0    (f) COMPUTED    2 0
 JD1226
 JD1226.Superseded values are not recommended for survey control.
 JD1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1226.See file dsdata.txt to determine how the superseded data were derived.
 JD1226
 JD1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD737076(NAD 83)
 JD1226_MARKER: DR = REFERENCE MARK DISK
 JD1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1226_STAMPING: B 9 Z NO 1 1962
 JD1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1226+STABILITY: SURFACE MOTION
 JD1226
 JD1226  HISTORY     - Date     Condition        Report By
 JD1226  HISTORY     - 1962     MONUMENTED       CGS
 JD1226  HISTORY     - 1963     GOOD             NGS
 JD1226
 JD1226                          STATION DESCRIPTION
 JD1226
 JD1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1226'9.6 MI SE FROM SWEET SPRINGS.
 JD1226'ABOUT 3.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE ELEMENTARY
 JD1226'SCHOOL AT SWEET SPRINGS, THENCE 2.5 MILES EAST ALONG A COUNTY ROAD,
 JD1226'THENCE 0.8 MILE SOUTH ALONG COUNTY ROAD M, THENCE 2.85 MILES
 JD1226'EAST ALONG A COUNTY ROAD, ABOUT 0.05 MILE WEST OF A T-ROAD
 JD1226'JUNCTION, ON THE CREST OF A HILL, 22 FEET NORTH OF THE
 JD1226'CENTERLINE OF THE ROAD, 115.0 FEET EAST OF R.M. 2, 79.0 FEET
 JD1226'NORTHEAST ACROSS THE ROAD FROM B 9 Z 1962, 1 FOOT SOUTH OF AN
 JD1226'EAST-WEST FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 JD1226'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1224 ***********************************************************************
 JD1224  DESIGNATION -  B 9 Z RM 2
 JD1224  PID         -  JD1224
 JD1224  STATE/COUNTY-  MO/PETTIS
 JD1224  USGS QUAD   -  HOUSTONIA (1973)
 JD1224
 JD1224                         *CURRENT SURVEY CONTROL
 JD1224  ___________________________________________________________________
 JD1224* NAD 83(1986)-  38 55 04.     (N)    093 18 14.     (W)     SCALED    
 JD1224* NAVD 88     -       238.340  (meters)     781.95   (feet)  ADJUSTED  
 JD1224  ___________________________________________________________________
 JD1224  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1224  DYNAMIC HT  -         238.186 (meters)     781.45  (feet)  COMP
 JD1224  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 JD1224
 JD1224  VERT ORDER  -  SECOND    CLASS 0
 JD1224
 JD1224.The horizontal coordinates were scaled from a topographic map and have
 JD1224.an estimated accuracy of +/- 6 seconds.
 JD1224
 JD1224.The orthometric height was determined by differential leveling
 JD1224.and adjusted by the National Geodetic Survey in June 1991..
 JD1224
 JD1224.The geoid height was determined by GEOID03.
 JD1224
 JD1224.The dynamic height is computed by dividing the NAVD 88
 JD1224.geopotential number by the normal gravity value computed on the
 JD1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1224.degrees latitude (g = 980.6199 gals.).
 JD1224
 JD1224.The modeled gravity was interpolated from observed gravity values.
 JD1224
 JD1224;                    North         East    Units  Estimated Accuracy
 JD1224;SPC MO C     -   342,610.      430,290.      MT  (+/- 180 meters Scaled)
 JD1224
 JD1224                          SUPERSEDED SURVEY CONTROL
 JD1224
 JD1224  NGVD 29 (??/??/92)  238.25   (m)          781.7    (f) COMPUTED    2 0
 JD1224
 JD1224.Superseded values are not recommended for survey control.
 JD1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1224.See file dsdata.txt to determine how the superseded data were derived.
 JD1224
 JD1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD736076(NAD 83)
 JD1224_MARKER: DR = REFERENCE MARK DISK
 JD1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1224_STAMPING: B 9 Z NO 2 1962
 JD1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1224+STABILITY: SURFACE MOTION
 JD1224
 JD1224  HISTORY     - Date     Condition        Report By
 JD1224  HISTORY     - 1962     MONUMENTED       CGS
 JD1224  HISTORY     - 1963     GOOD             NGS
 JD1224
 JD1224                          STATION DESCRIPTION
 JD1224
 JD1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1224'9.6 MI SE FROM SWEET SPRINGS.
 JD1224'ABOUT 3.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE ELEMENTARY
 JD1224'SCHOOL AT SWEET SPRINGS, THENCE 2.5 MILES EAST ALONG A COUNTY
 JD1224'ROAD, THENCE 0.8 MILE SOUTH ALONG COUNTY ROAD M, THENCE 2.85 MILES
 JD1224'EAST ALONG A COUNTY ROAD, ABOUT 0.05 MILE WEST OF A T-ROAD
 JD1224'JUNCTION, ON THE CREST OF A HILL, 22 FEET NORTH OF THE
 JD1224'CENTERLINE OF THE ROAD, 115.0 FEET WEST OF R.M. 1, 79.0 FEET
 JD1224'NORTHWEST ACROSS THE ROAD FROM B 9 Z 1962, 1 FOOT SOUTH OF AN
 JD1224'EAST-WEST FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 JD1224'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0891 ***********************************************************************
 JE0891  DESIGNATION -  B 95
 JE0891  PID         -  JE0891
 JE0891  STATE/COUNTY-  MO/CASS
 JE0891  USGS QUAD   -  WEST LINE (1981)
 JE0891
 JE0891                         *CURRENT SURVEY CONTROL
 JE0891  ___________________________________________________________________
 JE0891* NAD 83(1986)-  38 37 42.     (N)    094 33 22.     (W)     SCALED    
 JE0891* NAVD 88     -       262.284  (meters)     860.51   (feet)  ADJUSTED  
 JE0891  ___________________________________________________________________
 JE0891  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0891  DYNAMIC HT  -         262.103 (meters)     859.92  (feet)  COMP
 JE0891  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 JE0891
 JE0891  VERT ORDER  -  SECOND    CLASS 0
 JE0891
 JE0891.The horizontal coordinates were scaled from a topographic map and have
 JE0891.an estimated accuracy of +/- 6 seconds.
 JE0891
 JE0891.The orthometric height was determined by differential leveling
 JE0891.and adjusted by the National Geodetic Survey in June 1991..
 JE0891
 JE0891.The geoid height was determined by GEOID03.
 JE0891
 JE0891.The dynamic height is computed by dividing the NAVD 88
 JE0891.geopotential number by the normal gravity value computed on the
 JE0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0891.degrees latitude (g = 980.6199 gals.).
 JE0891
 JE0891.The modeled gravity was interpolated from observed gravity values.
 JE0891
 JE0891;                    North         East    Units  Estimated Accuracy
 JE0891;SPC MO W     -   273,190.      845,110.      MT  (+/- 180 meters Scaled)
 JE0891
 JE0891                          SUPERSEDED SURVEY CONTROL
 JE0891
 JE0891  NGVD 29 (??/??/92)  262.129  (m)          860.00   (f) ADJ UNCH    2 0
 JE0891
 JE0891.Superseded values are not recommended for survey control.
 JE0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0891.See file dsdata.txt to determine how the superseded data were derived.
 JE0891
 JE0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC645766(NAD 83)
 JE0891_MARKER: DB = BENCH MARK DISK
 JE0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0891_STAMPING: B 95 1934
 JE0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0891+STABILITY: SURFACE MOTION
 JE0891
 JE0891  HISTORY     - Date     Condition        Report By
 JE0891  HISTORY     - 1934     MONUMENTED       CGS
 JE0891
 JE0891                          STATION DESCRIPTION
 JE0891
 JE0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE0891'1.8 MI E FROM WEST LINE.
 JE0891'1.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 JE0891'STATION AT WEST LINE, CASS COUNTY, AT POLE 309/6, 5 RAILS EAST
 JE0891'OF A CURVE, 23 FEET NORTH OF A PRIVATE-ROAD CROSSING, AND 24 FEET
 JE0891'SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED B 95 1934 AND SET
 JE0891'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0894 ***********************************************************************
 JD0894  DESIGNATION -  B 96
 JD0894  PID         -  JD0894
 JD0894  STATE/COUNTY-  MO/PETTIS
 JD0894  USGS QUAD   -  SEDALIA EAST (1973)
 JD0894
 JD0894                         *CURRENT SURVEY CONTROL
 JD0894  ___________________________________________________________________
 JD0894* NAD 83(1986)-  38 42 24.     (N)    093 13 29.     (W)     SCALED    
 JD0894* NAVD 88     -       275.751  (meters)     904.69   (feet)  POSTED    
 JD0894  ___________________________________________________________________
 JD0894  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0894  DYNAMIC HT  -         275.560 (meters)     904.07  (feet)  COMP
 JD0894  MODELED GRAV-     979,942.6   (mgal)                       NAVD 88
 JD0894
 JD0894  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JD0894
 JD0894.The horizontal coordinates were scaled from a topographic map and have
 JD0894.an estimated accuracy of +/- 6 seconds.
 JD0894
 JD0894.The orthometric height was determined by differential leveling
 JD0894.and adjusted by the National Geodetic Survey in 1992..
 JD0894.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JD0894.rate of 1.1 thru 2.0 mm/km.
 JD0894
 JD0894.The geoid height was determined by GEOID03.
 JD0894
 JD0894.The dynamic height is computed by dividing the NAVD 88
 JD0894.geopotential number by the normal gravity value computed on the
 JD0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0894.degrees latitude (g = 980.6199 gals.).
 JD0894
 JD0894.The modeled gravity was interpolated from observed gravity values.
 JD0894
 JD0894;                    North         East    Units  Estimated Accuracy
 JD0894;SPC MO C     -   319,120.      436,970.      MT  (+/- 180 meters Scaled)
 JD0894
 JD0894                          SUPERSEDED SURVEY CONTROL
 JD0894
 JD0894  NGVD 29 (??/??/92)  275.680  (m)          904.46   (f) ADJ UNCH    1 2
 JD0894
 JD0894.Superseded values are not recommended for survey control.
 JD0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0894.See file dsdata.txt to determine how the superseded data were derived.
 JD0894
 JD0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC804842(NAD 83)
 JD0894_MARKER: DB = BENCH MARK DISK
 JD0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0894_STAMPING: B 96 1935
 JD0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0894+STABILITY: SURFACE MOTION
 JD0894
 JD0894  HISTORY     - Date     Condition        Report By
 JD0894  HISTORY     - 1935     MONUMENTED       CGS
 JD0894  HISTORY     - 1962     GOOD             NGS
 JD0894  HISTORY     - 1962     MARK NOT FOUND   NGS
 JD0894
 JD0894                          STATION DESCRIPTION
 JD0894
 JD0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0894'AT SEDALIA.
 JD0894'AT SEDALIA, PETTIS COUNTY, AT THE NORTHEAST CORNER OF THE
 JD0894'INTERSECTION OF LAMINE AND FOURTH STREET IN THE SOUTHWEST
 JD0894'CORNER OF THE POSTOFFICE LAWN, 18.2 FEET SOUTHWEST OF THE
 JD0894'SOUTHWEST CORNER OF THE POST OFFICE, 10.5 FEET NORTH OF A
 JD0894'FIREPLUG, 1.5 FEET NORTH OF THE NORTH SIDEWALK CURB, AND 1 FOOT
 JD0894'EAST OF THE EAST SIDEWALK CURB.  A STANDARD DISK, STAMPED B
 JD0894'96 1935 AND SET IN THE TOP OF A CONCRETE POST WHICH IS 6 INCHES
 JD0894'BELOW THE SURFACE OF THE GROUND.
 JD0894
 JD0894                          STATION RECOVERY (1962)
 JD0894
 JD0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0718 ***********************************************************************
 JD0718  DESIGNATION -  B 97
 JD0718  PID         -  JD0718
 JD0718  STATE/COUNTY-  MO/SALINE
 JD0718  USGS QUAD   -  HOUSTONIA (1973)
 JD0718
 JD0718                         *CURRENT SURVEY CONTROL
 JD0718  ___________________________________________________________________
 JD0718* NAD 83(1986)-  38 58 28.     (N)    093 22 25.     (W)     SCALED    
 JD0718* NAVD 88     -       224.033  (meters)     735.01   (feet)  ADJUSTED  
 JD0718  ___________________________________________________________________
 JD0718  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0718  DYNAMIC HT  -         223.890 (meters)     734.55  (feet)  COMP
 JD0718  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 JD0718
 JD0718  VERT ORDER  -  SECOND    CLASS 0
 JD0718
 JD0718.The horizontal coordinates were scaled from a topographic map and have
 JD0718.an estimated accuracy of +/- 6 seconds.
 JD0718
 JD0718.The orthometric height was determined by differential leveling
 JD0718.and adjusted by the National Geodetic Survey in June 1991..
 JD0718
 JD0718.The geoid height was determined by GEOID03.
 JD0718
 JD0718.The dynamic height is computed by dividing the NAVD 88
 JD0718.geopotential number by the normal gravity value computed on the
 JD0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0718.degrees latitude (g = 980.6199 gals.).
 JD0718
 JD0718.The modeled gravity was interpolated from observed gravity values.
 JD0718
 JD0718;                    North         East    Units  Estimated Accuracy
 JD0718;SPC MO C     -   348,960.      424,300.      MT  (+/- 180 meters Scaled)
 JD0718
 JD0718                          SUPERSEDED SURVEY CONTROL
 JD0718
 JD0718  NGVD 29 (??/??/92)  223.947  (m)          734.73   (f) ADJ UNCH    2 0
 JD0718
 JD0718.Superseded values are not recommended for survey control.
 JD0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0718.See file dsdata.txt to determine how the superseded data were derived.
 JD0718
 JD0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD676140(NAD 83)
 JD0718_MARKER: DB = BENCH MARK DISK
 JD0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0718_STAMPING: B 97 1935
 JD0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0718+STABILITY: SURFACE MOTION
 JD0718
 JD0718  HISTORY     - Date     Condition        Report By
 JD0718  HISTORY     - 1935     MONUMENTED       CGS
 JD0718  HISTORY     - 1962     GOOD             NGS
 JD0718  HISTORY     - 1972     MARK NOT FOUND   USGS
 JD0718
 JD0718                          STATION DESCRIPTION
 JD0718
 JD0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0718'3.3 MI NE FROM SWEET SPRINGS.
 JD0718'ABOUT 0.8 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0718'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 2.5 MILES
 JD0718'EAST ALONG INTERSTATE 70, ON THE TOP OF A SMALL RISE AND ACROSS
 JD0718'THE INTERSTATE FROM A PRIVATE HOME, 60 FEET SOUTH OF THE
 JD0718'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 35 FEET NORTH OF THE
 JD0718'CENTERLINE OF OLD HIGHWAY 40, 0.8 FEET NORTH OF A WITNESS POST,
 JD0718'ABOUT 3 FEET ABOVE THE INTERSTATE, AND SET IN THE TOP OF A
 JD0718'CONCRETE POST PROJECTING 0.4 FOOT.
 JD0718
 JD0718                          STATION RECOVERY (1972)
 JD0718
 JD0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JD0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0650 ***********************************************************************
 KD0650  DESIGNATION -  B 98
 KD0650  PID         -  KD0650
 KD0650  STATE/COUNTY-  MO/LAFAYETTE
 KD0650  USGS QUAD   -  LEXINGTON EAST (1978)
 KD0650
 KD0650                         *CURRENT SURVEY CONTROL
 KD0650  ___________________________________________________________________
 KD0650* NAD 83(1986)-  39 08 08.     (N)    093 45 33.     (W)     SCALED    
 KD0650* NAVD 88     -       213.314  (meters)     699.85   (feet)  ADJUSTED  
 KD0650  ___________________________________________________________________
 KD0650  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0650  DYNAMIC HT  -         213.180 (meters)     699.41  (feet)  COMP
 KD0650  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 KD0650
 KD0650  VERT ORDER  -  SECOND    CLASS 0
 KD0650
 KD0650.The horizontal coordinates were scaled from a topographic map and have
 KD0650.an estimated accuracy of +/- 6 seconds.
 KD0650
 KD0650.The orthometric height was determined by differential leveling
 KD0650.and adjusted by the National Geodetic Survey in June 1991..
 KD0650
 KD0650.The geoid height was determined by GEOID03.
 KD0650
 KD0650.The dynamic height is computed by dividing the NAVD 88
 KD0650.geopotential number by the normal gravity value computed on the
 KD0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0650.degrees latitude (g = 980.6199 gals.).
 KD0650
 KD0650.The modeled gravity was interpolated from observed gravity values.
 KD0650
 KD0650;                    North         East    Units  Estimated Accuracy
 KD0650;SPC MO W     -   329,760.      914,050.      MT  (+/- 180 meters Scaled)
 KD0650
 KD0650                          SUPERSEDED SURVEY CONTROL
 KD0650
 KD0650  NGVD 29 (??/??/92)  213.230  (m)          699.57   (f) ADJ UNCH    2 0
 KD0650
 KD0650.Superseded values are not recommended for survey control.
 KD0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0650.See file dsdata.txt to determine how the superseded data were derived.
 KD0650
 KD0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD343320(NAD 83)
 KD0650_MARKER: DB = BENCH MARK DISK
 KD0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0650_SP_SET: BRIDGE ABUTMENT
 KD0650_STAMPING: B 98 1935
 KD0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0650
 KD0650  HISTORY     - Date     Condition        Report By
 KD0650  HISTORY     - 1935     MONUMENTED       CGS
 KD0650  HISTORY     - 1962     GOOD             NGS
 KD0650
 KD0650                          STATION DESCRIPTION
 KD0650
 KD0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0650'5.3 MI NW FROM HIGGINSVILLE.
 KD0650'5.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KD0650'THE STATION AT HIGGINSVILE, AT MILEAGE MARKER 237.2 AND IN
 KD0650'THE EAST END OF THE NORTH ABUTMENT OF THE RAILROAD BRIDGE OVER
 KD0650'TABO CREEK, 8 FEET NORTH OF THE NORTH RAIL, ABOUT LEVEL WITH
 KD0650'THE TRACKS, A DISK DRILLED HORIZONTALLY IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0179 ***********************************************************************
 JD0179  DESIGNATION -  B 99
 JD0179  PID         -  JD0179
 JD0179  STATE/COUNTY-  MO/OSAGE
 JD0179  USGS QUAD   -  ARGYLE (1987)
 JD0179
 JD0179                         *CURRENT SURVEY CONTROL
 JD0179  ___________________________________________________________________
 JD0179* NAD 83(1986)-  38 17 35.     (N)    092 01 16.     (W)     SCALED    
 JD0179* NAVD 88     -       219.164  (meters)     719.04   (feet)  ADJUSTED  
 JD0179  ___________________________________________________________________
 JD0179  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JD0179  DYNAMIC HT  -         219.013 (meters)     718.55  (feet)  COMP
 JD0179  MODELED GRAV-     979,932.8   (mgal)                       NAVD 88
 JD0179
 JD0179  VERT ORDER  -  SECOND    CLASS 0
 JD0179
 JD0179.The horizontal coordinates were scaled from a topographic map and have
 JD0179.an estimated accuracy of +/- 6 seconds.
 JD0179
 JD0179.The orthometric height was determined by differential leveling
 JD0179.and adjusted by the National Geodetic Survey in June 1991..
 JD0179
 JD0179.The geoid height was determined by GEOID03.
 JD0179
 JD0179.The dynamic height is computed by dividing the NAVD 88
 JD0179.geopotential number by the normal gravity value computed on the
 JD0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0179.degrees latitude (g = 980.6199 gals.).
 JD0179
 JD0179.The modeled gravity was interpolated from observed gravity values.
 JD0179
 JD0179;                    North         East    Units  Estimated Accuracy
 JD0179;SPC MO C     -   273,070.      541,890.      MT  (+/- 180 meters Scaled)
 JD0179
 JD0179                          SUPERSEDED SURVEY CONTROL
 JD0179
 JD0179  NGVD 29 (??/??/92)  219.146  (m)          718.98   (f) ADJ UNCH    2 0
 JD0179
 JD0179.Superseded values are not recommended for survey control.
 JD0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0179.See file dsdata.txt to determine how the superseded data were derived.
 JD0179
 JD0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC856387(NAD 83)
 JD0179_MARKER: DB = BENCH MARK DISK
 JD0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0179_STAMPING: B 99 1935
 JD0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0179+STABILITY: SURFACE MOTION
 JD0179
 JD0179  HISTORY     - Date     Condition        Report By
 JD0179  HISTORY     - 1935     MONUMENTED       CGS
 JD0179  HISTORY     - 1974     MARK NOT FOUND   USGS
 JD0179
 JD0179                          STATION DESCRIPTION
 JD0179
 JD0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0179'IN ARGYLE.
 JD0179'AT ARGYLE, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 8
 JD0179'RAILS EAST OF THE STATION, ONE POLE WEST OF MILEPOST 125, AND
 JD0179'15 FEET NORTH OF THE MAIN TRACK.  A STANDARD DISK, STAMPED B 99
 JD0179'1935 AND SET IN THE TOP OF A CONCRETE POST.
 JD0179
 JD0179                          STATION RECOVERY (1974)
 JD0179
 JD0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JD0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1730 ***********************************************************************
 JC1730  DESIGNATION -  BADE
 JC1730  PID         -  JC1730
 JC1730  STATE/COUNTY-  MO/ST CHARLES
 JC1730  USGS QUAD   -  NEW MELLE (1972)
 JC1730
 JC1730                         *CURRENT SURVEY CONTROL
 JC1730  ___________________________________________________________________
 JC1730* NAD 83(1997)-  38 39 23.19201(N)    090 56 23.60105(W)     ADJUSTED  
 JC1730* NAVD 88     -       255.9    (meters)     840.     (feet)  VERTCON   
 JC1730  ___________________________________________________________________
 JC1730  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 JC1730  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JC1730
 JC1730  HORZ ORDER  -  SECOND
 JC1730
 JC1730.The horizontal coordinates were established by classical geodetic methods
 JC1730.and adjusted by the National Geodetic Survey in February 2000..
 JC1730
 JC1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1730
 JC1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1730
 JC1730.The geoid height was determined by GEOID03.
 JC1730
 JC1730;                    North         East     Units Scale Factor Converg.
 JC1730;SPC MO E     -   313,386.038   211,712.861   MT  0.99995138   -0 16 29.2
 JC1730;UTM  15      - 4,280,666.243   679,256.636   MT  0.99999571   +1 17 13.9
 JC1730
 JC1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1730!SPC MO E     -   0.99996477  x   0.99995138  =   0.99991615
 JC1730!UTM  15      -   0.99996477  x   0.99999571  =   0.99996048
 JC1730
 JC1730:                Primary Azimuth Mark                     Grid Az
 JC1730:SPC MO E     -  NEW MELLE MUN WATER TANK                 041 10 26.8
 JC1730:UTM  15      -  NEW MELLE MUN WATER TANK                 039 36 43.7
 JC1730
 JC1730|---------------------------------------------------------------------|
 JC1730| PID    Reference Object                     Distance      Geod. Az  |
 JC1730|                                                           dddmmss.s |
 JC1730| JC1731 NEW MELLE MUN WATER TANK            APPROX. 8.3 KM 0405357.6 |
 JC1730| JC1719 WELDON SPRING ORD PLANT TANK        APPROX.18.9 KM 0754317.3 |
 JC1730| CI2909 BADE RM 1                            60.488 METERS 08728     |
 JC1730| CI2910 BADE RM 2                            22.918 METERS 26526     |
 JC1730|---------------------------------------------------------------------|
 JC1730
 JC1730                          SUPERSEDED SURVEY CONTROL
 JC1730
 JC1730  NAD 83(1997)-  38 39 23.19587(N)    090 56 23.60146(W) AD(       ) 2
 JC1730  NAD 83(1986)-  38 39 23.20985(N)    090 56 23.59960(W) AD(       ) 2
 JC1730  NAD 27      -  38 39 23.02719(N)    090 56 23.08819(W) AD(       ) 2
 JC1730  NGVD 29 (07/19/86)  255.9    (m)          840.     (f) VERT ANG       
 JC1730
 JC1730.Superseded values are not recommended for survey control.
 JC1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1730.See file dsdata.txt to determine how the superseded data were derived.
 JC1730
 JC1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7925780666(NAD 83)
 JC1730_MARKER: DD = SURVEY DISK
 JC1730_SETTING: 0 = UNSPECIFIED SETTING
 JC1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1730+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2002
 JC1730
 JC1730  HISTORY     - Date     Condition        Report By
 JC1730  HISTORY     - 1970     MONUMENTED       USGS
 JC1730  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 JC1730  HISTORY     - 20020709 GOOD             CMT
 JC1730
 JC1730                          STATION DESCRIPTION
 JC1730
 JC1730'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1730'STATION IS LOCATED ABOUT 3.5 MI N. AND 3 MI E. OF DUTZOW, ABOUT
 JC1730'3 MI W. AND 3.5 MI S. OF NEW MELLE, IN SEC. 17, T. 45 N., R. 1
 JC1730'E., ON THE PROPERTY OF MR. FRED BADE AND ABOUT 150 YARDS S. OF
 JC1730'HIS HOUSE, NEAR HIS E.-W. PROPERTY LINE FENCE.
 JC1730'
 JC1730'TO REACH THE STATION FROM THE DUTZOW POST OFFICE, DRIVE NE. FOR
 JC1730'0.15 MI ON STATE HWY. 94 TO THE JCT. OF CO. HWY. TT, TURN LEFT
 JC1730'ONTO HWY. TT AND DRIVE NE. FOR 3.7 MI TO THE JCT. OF CO. HWY. T,
 JC1730'TURN RIGHT ONTO HWY. T AND DRIVE E. FOR 0.25 MI TO THE JCT. OF A
 JC1730'GRAVEL RD., TURN LEFT ONTO GRAVEL RD. AND DRIVE E. FOR 1.15 MI
 JC1730'TO A GRAVEL CROSSROADS, AT N. EDGE OF FEMME OSAGE, TURN LEFT
 JC1730'ONTO GRAVEL RD. AND DRIVE N. FOR 0.9 MI TO THE JCT. OF A PRIVATE
 JC1730'RD. LEADING E. AND STATION ON THE LEFT ALONG FENCE LINE.
 JC1730'
 JC1730'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BADE
 JC1730'1970 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN
 JC1730'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION MARK IS
 JC1730'12 IN. BELOW GROUND.  REFERENCE MARKS ARE FLUSH WITH GROUND.
 JC1730'
 JC1730'STATION MARK IS 212 FT W. OF THE CENTER OF THE GRAVEL RD., 198
 JC1730'FT W. OF A T-FENCE W. AND 6.5 FT N. OF THE E.-W. FENCE.
 JC1730'
 JC1730'REFERENCE MARK 1 IS 198.45 FT (60.488 M.) E. OF STATION, 14 FT
 JC1730'W. OF THE CENTER OF THE GRAVEL RD. AND JCT. OF THE PRIVATE
 JC1730'RD. E., 14 FT N. OF THE COR. OF THE T-FENCE W., AND 1.3 FT E. OF
 JC1730'THE W. RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 JC1730'
 JC1730'REFERENCE MARK 2 IS 75.19 FT (22.918 M.) W. OF STATION AND 1
 JC1730'FT N. OF E.-W. FENCE.
 JC1730'
 JC1730'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 273.60
 JC1730'FT. (83.394 M.)
 JC1730'
 JC1730'NO PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 JC1730
 JC1730                          STATION RECOVERY (1991)
 JC1730
 JC1730'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS)
 JC1730'MARK NOT FOUND.
 JC1730
 JC1730                          STATION RECOVERY (2002)
 JC1730
 JC1730'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 JC1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2574 ***********************************************************************
 JD2574  DESIGNATION -  BAGNELL
 JD2574  PID         -  JD2574
 JD2574  STATE/COUNTY-  MO/MILLER
 JD2574  USGS QUAD   -  LAKE OZARK (1983)
 JD2574
 JD2574                         *CURRENT SURVEY CONTROL
 JD2574  ___________________________________________________________________
 JD2574* NAD 83(1997)-  38 13 16.18369(N)    092 37 52.03854(W)     ADJUSTED  
 JD2574* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 JD2574  ___________________________________________________________________
 JD2574  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 JD2574  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JD2574
 JD2574  HORZ ORDER  -  THIRD
 JD2574
 JD2574.The horizontal coordinates were established by classical geodetic methods
 JD2574.and adjusted by the National Geodetic Survey in February 2000..
 JD2574
 JD2574.The orthometric height was scaled from a topographic map.
 JD2574
 JD2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2574
 JD2574.The geoid height was determined by GEOID03.
 JD2574
 JD2574;                    North         East     Units Scale Factor Converg.
 JD2574;SPC MO C     -   264,987.401   488,518.684   MT  0.99993496   -0 04 52.0
 JD2574;UTM  15      - 4,230,418.190   532,289.067   MT  0.99961284   +0 13 41.6
 JD2574
 JD2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2574!SPC MO C     -   0.99996343  x   0.99993496  =   0.99989839
 JD2574!UTM  15      -   0.99996343  x   0.99961284  =   0.99957628
 JD2574
 JD2574:                Primary Azimuth Mark                     Grid Az
 JD2574:SPC MO C     -  BAGNELL AZ MK                            005 55 12.6
 JD2574:UTM  15      -  BAGNELL AZ MK                            005 36 39.0
 JD2574
 JD2574|---------------------------------------------------------------------|
 JD2574| PID    Reference Object                     Distance      Geod. Az  |
 JD2574|                                                           dddmmss.s |
 JD2574| CM3815 BAGNELL AZ MK                                      0055020.6 |
 JD2574| CM3816 BAGNELL RM 1                         27.783 METERS 01040     |
 JD2574| JD2556 EL RANCHO RESORT WATER TANK         APPROX.10.5 KM 0263454.3 |
 JD2574| CM3817 BAGNELL RM 2                         29.477 METERS 11942     |
 JD2574| JD2565 BAGNELL MAN UNION ELEC TANK         APPROX. 2.2 KM 1465138.3 |
 JD2574| JD2575 BAGNELL 2                            20.062 METERS 16940     |
 JD2574|---------------------------------------------------------------------|
 JD2574
 JD2574                          SUPERSEDED SURVEY CONTROL
 JD2574
 JD2574  NAD 83(1986)-  38 13 16.19567(N)    092 37 52.03960(W) AD(       ) 3
 JD2574  NAD 27      -  38 13 16.07800(N)    092 37 51.36700(W) AD(       ) 3
 JD2574
 JD2574.Superseded values are not recommended for survey control.
 JD2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2574.See file dsdata.txt to determine how the superseded data were derived.
 JD2574
 JD2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3228930418(NAD 83)
 JD2574_MARKER: DS = TRIANGULATION STATION DISK
 JD2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2574
 JD2574  HISTORY     - Date     Condition        Report By
 JD2574  HISTORY     - 1947     MONUMENTED       CGS
 JD2574  HISTORY     - 1955     GOOD             CGS
 JD2574
 JD2574                          STATION DESCRIPTION
 JD2574
 JD2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2574'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF ELDON, ABOUT
 JD2574'1 MILE NORTH-NORTHWEST OF THE BAGNELL DAM, 49 FEET WEST OF AND
 JD2574'ABOUT 8 FEET HIGHER THAN U.S. HIGHWAY 54, 244 FEET NORTHWEST OF
 JD2574'THE JUNCTION OF A SIDE ROAD WEST, AND 40 FEET NORTH OF A TWIN
 JD2574'TRUNK, 2 FOOT OAK TREE.  THE DISK IS STAMPED BAGNELL 1947 AND
 JD2574'PROJECTS 2 INCHES.
 JD2574'
 JD2574'REFERENCE MARK NO. 1 IS 91.15 FEET NORTH-NORTHEAST OF THE STATION,
 JD2574'36 FEET WEST OF, AND ABOUT 6 FEET HIGHER THAN THE CENTERLINE
 JD2574'OF HIGHWAY 54.  THE DISK IS STAMPED BAGNELL NO. 1 1947 AND
 JD2574'PROJECTS 6 INCHES.
 JD2574'
 JD2574'REFERENCE MARK NO. 2 IS 96.71 FEET SOUTHWEST OF THE STATION,
 JD2574'37 FEET EAST OF THE CENTERLINE OF HIGHWAY 54, AND 6 FEET WEST
 JD2574'OF A 12 INCH OAK TREE.  THE DISK IS STAMPED BAGNELL NO. 2 1947
 JD2574'AND PROJECTS 8 INCHES.
 JD2574'
 JD2574'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTH-NORTHEAST
 JD2574'OF THE STATION, ABOUT 50 YARDS EAST OF HIGHWAY 54,28 FEET
 JD2574'WEST OF THE CENTERLINE OF A TRACK ROAD, 8 FEET NORTH OF A
 JD2574'FENCE, AND 3.7 FEET EAST OF A POWER POLE WITH A TRANSFORMER
 JD2574'ATTACHED.  THE DISK IS STAMPED BAGNELL 1947 AND PROJECTS 2
 JD2574'INCHES.
 JD2574'
 JD2574'TO REACH THE STATION FROM THE NORTH END OF BAGNELL DAM,
 JD2574'GO NORTH ON U.S. HIGHWAY 54 FOR 1.3 MILES TO THE STATION ON
 JD2574'THE LEFT AS DESCRIBED.
 JD2574'
 JD2574'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 JD2574'54 FOR 0.1 MILE, THENCE TURN RIGHT, ON A DIM TRACK ROAD, AND
 JD2574'GO 0.05 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JD2574'
 JD2574'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2574
 JD2574                          STATION RECOVERY (1955)
 JD2574
 JD2574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 JD2574'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JD2574'IN GOOD CONDITION.  CONSTRUCTION OF A RESORT AREA WILL DESTROY
 JD2574'THE STATION MARK AND REFERENCE MARK NO. 1.  THEY WERE MOVED
 JD2574'AT THE REQUEST OF MR. LEON KANE, PRESIDENT OF THE LAKELAND
 JD2574'DEVELOPMENT CO. BAGNELL 2 WAS ESTABLISHED.  FOR DETAILS, SEE
 JD2574'THE DESCRIPTION OF BAGNELL 2.
 JD2574'
 JD2574'NOTE- UNION ELETRIC, WATER TANK IS NOT VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2575 ***********************************************************************
 JD2575  DESIGNATION -  BAGNELL 2
 JD2575  PID         -  JD2575
 JD2575  STATE/COUNTY-  MO/MILLER
 JD2575  USGS QUAD   -  LAKE OZARK (1983)
 JD2575
 JD2575                         *CURRENT SURVEY CONTROL
 JD2575  ___________________________________________________________________
 JD2575* NAD 83(1997)-  38 13 15.54359(N)    092 37 51.89056(W)     ADJUSTED  
 JD2575* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 JD2575  ___________________________________________________________________
 JD2575  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 JD2575  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JD2575
 JD2575  HORZ ORDER  -  THIRD
 JD2575
 JD2575.The horizontal coordinates were established by classical geodetic methods
 JD2575.and adjusted by the National Geodetic Survey in February 2000..
 JD2575.No horizontal observational check was made to the station.
 JD2575
 JD2575.The orthometric height was scaled from a topographic map.
 JD2575
 JD2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2575
 JD2575.The geoid height was determined by GEOID03.
 JD2575
 JD2575;                    North         East     Units Scale Factor Converg.
 JD2575;SPC MO C     -   264,967.661   488,522.256   MT  0.99993496   -0 04 52.0
 JD2575;UTM  15      - 4,230,398.475   532,292.743   MT  0.99961284   +0 13 41.7
 JD2575
 JD2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2575!SPC MO C     -   0.99996343  x   0.99993496  =   0.99989839
 JD2575!UTM  15      -   0.99996343  x   0.99961284  =   0.99957628
 JD2575
 JD2575:                Primary Azimuth Mark                     Grid Az
 JD2575:SPC MO C     -  BAGNELL AZ MK                            004 48 53.8
 JD2575:UTM  15      -  BAGNELL AZ MK                            004 30 20.1
 JD2575
 JD2575|---------------------------------------------------------------------|
 JD2575| PID    Reference Object                     Distance      Geod. Az  |
 JD2575|                                                           dddmmss.s |
 JD2575| CM3815 BAGNELL AZ MK                                      0044401.8 |
 JD2575| CM3817 BAGNELL RM 2                         22.564 METERS 07649     |
 JD2575| CM3819 BAGNELL 2 RM 4                       31.785 METERS 09113     |
 JD2575| JD2565 BAGNELL MAN UNION ELEC TANK         APPROX. 2.2 KM 1463934.0 |
 JD2575| CM3818 BAGNELL 2 RM 3                       40.941 METERS 17758     |
 JD2575| JD2574 BAGNELL                              20.062 METERS 34940     |
 JD2575|---------------------------------------------------------------------|
 JD2575
 JD2575                          SUPERSEDED SURVEY CONTROL
 JD2575
 JD2575  NAD 83(1986)-  38 13 15.55558(N)    092 37 51.89162(W) AD(       ) 3
 JD2575  NAD 27      -  38 13 15.43800(N)    092 37 51.21900(W) AD(       ) 3
 JD2575
 JD2575.Superseded values are not recommended for survey control.
 JD2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2575.See file dsdata.txt to determine how the superseded data were derived.
 JD2575
 JD2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3229330398(NAD 83)
 JD2575_MARKER: DS = TRIANGULATION STATION DISK
 JD2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2575
 JD2575  HISTORY     - Date     Condition        Report By
 JD2575  HISTORY     - 1955     MONUMENTED       CGS
 JD2575  HISTORY     - 1960     GOOD             CGS
 JD2575  HISTORY     - 1963     GOOD             MOHC
 JD2575  HISTORY     - 1966     GOOD             CGS
 JD2575
 JD2575                          STATION DESCRIPTION
 JD2575
 JD2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 JD2575'STATION IS LOCATED ABOUT 8 MILES SOUTH OF ELDON AND 1 MILE
 JD2575'NORTH OF BAGNELL DAM, 100 YARDS SOUTH OF THE JUNCTION OF U.S.
 JD2575'HIGHWAY 54 AND COUNTY ROAD W, 35 FEET WEST OF THE CENTER OF U.S.
 JD2575'HIGHWAY 54, AND JUST SOUTH OF THE NORTH ENTRANCE TO A RESORT
 JD2575'AREA TOWNSITE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JD2575'STAMPED BAGNELL 2 1955.
 JD2575'
 JD2575'REFERENCE MARK NO. 2 IS 38 FEET EAST OF THE CENTER OF U.S.
 JD2575'HIGHWAY 54 AND 6 FEET WEST OF A 12-INCH OAK TREE.  THE MARK
 JD2575'PROJECTS 6 INCHES AND THE DISK IS STAMPED BAGNELL NO 2 1947.
 JD2575'
 JD2575'REFERENCE MARK NO. 3 IS 35 FEET WEST OF THE CENTER OF U.S.
 JD2575'HIGHWAY 54 AND JUST NORTH OF THE SOUTH ENTRANCE TO A PROPOSED
 JD2575'RESORT AREA TOWNSITE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JD2575'STAMPED BAGNELL 2 NO 3 1955.
 JD2575'
 JD2575'AZIMUTH MARK IS ABOUT 50 YARDS EAST OF U.S. HIGHWAY 54, 28
 JD2575'FEET WEST OF THE CENTER OF TRACK ROAD, 8 FEET NORTH OF A FENCE,
 JD2575'AND 3.7 FEET EAST OF A POWER POLE WITH A TRANSFORMER.  THE MARK
 JD2575'PROJECTS 2 INCHES AND THE DISK IS STAMPED BAGNELL 1947.
 JD2575'
 JD2575'TO REACH THE STATION FROM THE NORTHEAST END OF BAGNELL DAM, GO
 JD2575'NORTH ON U.S. HIGHWAY 54 FOR 1.3 MILES TO THE STATION ON THE LEFT
 JD2575'AS DESCRIBED.
 JD2575'
 JD2575'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 JD2575'HIGHWAY 54 FOR 0.1 MILE TO A DIM TRACK ROAD ON THE RIGHT.
 JD2575'U.S. HIGHWAY 54 CURVES TO THE LEFT AT THIS POINT.  TURN RIGHT
 JD2575'OFF THE HIGHWAY AND CONTINUE NORTH ON A DIM TRACK ROAD AND
 JD2575'THROUGH A WIRE GATE FOR 0.05 MILE TO THE AZIMUTH MARK ON
 JD2575'THE LEFT AS DESCRIBED.
 JD2575'
 JD2575'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD2575
 JD2575                          STATION RECOVERY (1960)
 JD2575
 JD2575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 JD2575'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JD2575'GOOD CONDITION EXCEPT THE AZIMUTH MARK AND REFERENCE MARK
 JD2575'NO. 2 WHICH HAD BEEN DESTROYED.  REFERENCE MARK NO. 4 WAS
 JD2575'ESTABLISHED.  THE CLEARING OF TREES NEAR THE STATION MADE THE
 JD2575'BAGNELL DAM, UNION ELECTRIC WATER TANK VISIBLE FROM THE STATION
 JD2575'WHICH MAY BE USED AS A NATURAL AZIMUTH.  THE BAGNELL DAM,
 JD2575'UNION ELECTRIC RADIO MAST IS VISIBLE, ALSO.  A COMPLETE
 JD2575'DESCRIPTION FOLLOWS.
 JD2575'
 JD2575'STATION IS LOCATED ABOUT 8 MILES SOUTH OF ELDON AND 1 MILE
 JD2575'NORTH OF BAGNELL DAM, 100 YARDS SOUTH OF THE JUNCTION OF U.S.
 JD2575'HIGHWAY 54 AND COUNTY ROAD W, 179 FEET SOUTH-SOUTHEAST OF THE
 JD2575'SOUTHEAST CORNER OF THE JOLLY ROGER MOTEL, 130 FEET WEST-SOUTHWEST
 JD2575'OF THE SOUTHWEST CORNER OF WALKERS MARINE SUPPLY BUILDING, 100
 JD2575'FEET EAST OF A POWER POLE, 35 FEET WEST OF THE CENTER OF U.S.
 JD2575'HIGHWAY 54, AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK
 JD2575'PROJECTS 4 INCHES AND THE DISK IS STAMPED BAGNELL 2 1955.
 JD2575'
 JD2575'REFERENCE MARK NO. 3 IS 132.34 FEET SOUTH OF THE STATION,
 JD2575'35 FEET WEST OF THE CENTER OF U.S. HIGHWAY 54, AND JUST NORTH
 JD2575'OF THE SOUTH ENTRANCE TO A PROPOSED RESORT AREA TOWNSITE.  THE
 JD2575'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BAGNELL 2 NO 3
 JD2575'1955.
 JD2575'
 JD2575'REFERENCE MARK NO. 4 IS 104.28 FEET EAST OF THE STATION, 70
 JD2575'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 54, 61 FEET SOUTH
 JD2575'OF THE SOUTHWEST CORNER OF WALKERS MARINE SUPPLY BUILDING,
 JD2575'AND 2 FEET SOUTH OF A POWER POLE.  THE MARK PROJECTS 4 INCHES
 JD2575'AND THE DISK IS STAMPED BAGNELL NO 4 1955.
 JD2575'
 JD2575'AZIMUTH MARK WAS NOT RECOVERED AND SHOULD BE LISTED AS DESTROYED.
 JD2575'
 JD2575'TO REACH THE STATION FROM THE NORTHEAST OF BAGNELL DAM, GO
 JD2575'NORTH ON U.S. HIGHWAY 54 FOR 1.3 MILES TO THE STATION ON THE LEFT
 JD2575'AS DESCRIBED.
 JD2575
 JD2575                          STATION RECOVERY (1963)
 JD2575
 JD2575'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1963 (PEH)
 JD2575'STATION, R.M. 3 AND AZIMUTH MARKS WERE FOUND IN GOOD
 JD2575'CONDITION.  R.M. 2 WAS NOT SEARCHED FOR.  DESCRIPTION GOOD.
 JD2575
 JD2575                          STATION RECOVERY (1966)
 JD2575
 JD2575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JD2575'STATION RECOVERED AS DESCRIBED IN 1960 AND STATION AND REFERENCE
 JD2575'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS PROBABLY
 JD2575'DESTROYED PRIOR TO 1960 AND THERE WAS NO SUITABLE PLACE TO SET
 JD2575'A NEW ONE.
 JD2575'
 JD2575'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 JD2575'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2565 ***********************************************************************
 JD2565  DESIGNATION -  BAGNELL MAN UNION ELEC TANK
 JD2565  PID         -  JD2565
 JD2565  STATE/COUNTY-  MO/MILLER
 JD2565  USGS QUAD   -  BAGNELL (1983)
 JD2565
 JD2565                         *CURRENT SURVEY CONTROL
 JD2565  ___________________________________________________________________
 JD2565* NAD 83(1997)-  38 12 15.55388(N)    092 37 01.87692(W)     ADJUSTED  
 JD2565* NAVD 88     -                                                        
 JD2565  ___________________________________________________________________
 JD2565  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 JD2565  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JD2565
 JD2565  HORZ ORDER  -  THIRD
 JD2565
 JD2565.The horizontal coordinates were established by classical geodetic methods
 JD2565.and adjusted by the National Geodetic Survey in February 2000..
 JD2565
 JD2565
 JD2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2565
 JD2565.The geoid height was determined by GEOID03.
 JD2565
 JD2565;                    North         East     Units Scale Factor Converg.
 JD2565;SPC MO C     -   263,116.461   489,736.393   MT  0.99993463   -0 04 20.9
 JD2565;UTM  15      - 4,228,554.450   533,516.462   MT  0.99961383   +0 14 12.3
 JD2565
 JD2565                          SUPERSEDED SURVEY CONTROL
 JD2565
 JD2565  NAD 83(1986)-  38 12 15.56590(N)    092 37 01.87796(W) AD(       ) 4
 JD2565  NAD 27      -  38 12 15.44800(N)    092 37 01.20800(W) AD(       ) 3
 JD2565
 JD2565.Superseded values are not recommended for survey control.
 JD2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2565.See file dsdata.txt to determine how the superseded data were derived.
 JD2565
 JD2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3351628554(NAD 83)
 JD2565_MARKER: 53 = ELEVATED TANK
 JD2565
 JD2565  HISTORY     - Date     Condition        Report By
 JD2565  HISTORY     - 1947     FIRST OBSERVED   CGS
 JD2565
 JD2565                          STATION DESCRIPTION
 JD2565
 JD2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2565'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHEAST OF THE NORTH
 JD2565'END OF BAGNELL DAM, ON THE HIGHEST HILL IN THE IMMEDIATE
 JD2565'VICINITY.  IT IS A FOUR LEGGED STEEL STRUCTURE, 29.6 FEET
 JD2565'SQUARE AT THE BASE, APPROXIMATELY 90 FEET HIGH, AND IS SILVER
 JD2565'IN COLOR.
 JD2565'
 JD2565'TO REACH THE STATION FROM THE NORTH END OF BAGNELL DAM, GO
 JD2565'NORTH ON U.S. HIGHWAY 54 FOR 0.4 MILE.  TURN SHARP RIGHT, ON
 JD2565'A GRAVELLED ROAD, AND GO 0.6 MILE TO A SIDE ROAD LEFT.  TURN
 JD2565'LEFT AND GO 0.1 MILE TO THE STATION AS DESCRIBED.
 JD2565'
 JD2565'THE POINT INTERSECTED WAS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2646 ***********************************************************************
 JD2646  DESIGNATION -  BAHNER
 JD2646  PID         -  JD2646
 JD2646  STATE/COUNTY-  MO/PETTIS
 JD2646  USGS QUAD   -  BAHNER (1972)
 JD2646
 JD2646                         *CURRENT SURVEY CONTROL
 JD2646  ___________________________________________________________________
 JD2646* NAD 83(1997)-  38 35 31.88463(N)    093 10 15.24951(W)     ADJUSTED  
 JD2646* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 JD2646  ___________________________________________________________________
 JD2646  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 JD2646  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2646
 JD2646  HORZ ORDER  -  SECOND
 JD2646
 JD2646.The horizontal coordinates were established by classical geodetic methods
 JD2646.and adjusted by the National Geodetic Survey in February 2000..
 JD2646
 JD2646.The orthometric height was scaled from a topographic map.
 JD2646
 JD2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2646
 JD2646.The geoid height was determined by GEOID03.
 JD2646
 JD2646;                    North         East     Units Scale Factor Converg.
 JD2646;SPC MO C     -   306,375.646   441,553.576   MT  0.99997538   -0 25 06.6
 JD2646;UTM  15      - 4,271,536.919   485,116.662   MT  0.99960273   -0 06 23.8
 JD2646
 JD2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2646!SPC MO C     -   0.99995804  x   0.99997538  =   0.99993342
 JD2646!UTM  15      -   0.99995804  x   0.99960273  =   0.99956079
 JD2646
 JD2646|---------------------------------------------------------------------|
 JD2646| PID    Reference Object                     Distance      Geod. Az  |
 JD2646|                                                           dddmmss.s |
 JD2646| CM3821 BAHNER RM 1                          27.338 METERS 06355     |
 JD2646| CM3822 BAHNER RM 2                          26.661 METERS 30137     |
 JD2646| CM3820 BAHNER AZ MK                                       3184003.4 |
 JD2646|---------------------------------------------------------------------|
 JD2646
 JD2646                          SUPERSEDED SURVEY CONTROL
 JD2646
 JD2646  NAD 83(1997)-  38 35 31.89100(N)    093 10 15.24975(W) AD(       ) 2
 JD2646  NAD 83(1986)-  38 35 31.89403(N)    093 10 15.24999(W) AD(       ) 2
 JD2646  NAD 27      -  38 35 31.82406(N)    093 10 14.51865(W) AD(       ) 2
 JD2646
 JD2646.Superseded values are not recommended for survey control.
 JD2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2646.See file dsdata.txt to determine how the superseded data were derived.
 JD2646
 JD2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8511771537(NAD 83)
 JD2646_MARKER: DS = TRIANGULATION STATION DISK
 JD2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2646
 JD2646  HISTORY     - Date     Condition        Report By
 JD2646  HISTORY     - 1963     MONUMENTED       CGS
 JD2646
 JD2646                          STATION DESCRIPTION
 JD2646
 JD2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2646'THE STATION IS LOCATED 8-1/2 MILES SOUTH-SOUTHEAST OF SEDALIA,
 JD2646'8 MILES SOUTH-SOUTHWEST OF SMITHTON, 3 MILES NORTHWEST OF BAHNER,
 JD2646'ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED ROAD, NEAR THE
 JD2646'NORTHWEST CORNER OF A CULTIVATED FIELD.
 JD2646'
 JD2646'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2646'65 IN THE WEST EDGE OF SEDALIA, GO SOUTH ON U.S. HIGHWAY 65 FOR
 JD2646'9.1 MILES TO THE JUNCTION OF COUNTY ROAD V.  TURN LEFT AND GO
 JD2646'EAST ON COUNTY ROAD V FOR 5.0 MILES TO A CROSSROAD.  TURN LEFT
 JD2646'AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD
 JD2646'RIGHT.  (TO REACH THE AZIMUTH MARK CONTINUE STRAIGHT AHEAD AND
 JD2646'GO NORTH ON THE GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON THE
 JD2646'RIGHT AS DESCRIBED OPPOSITE A FARM HOUSE.) TURN RIGHT AND GO
 JD2646'EAST ON A GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE
 JD2646'RIGHT AS DESCRIBED.
 JD2646'
 JD2646'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JD2646'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 JD2646'BAHNER 1963.  IT IS 23-1/2 FEET SOUTH OF THE CENTER OF A
 JD2646'GRAVELED ROAD, 1.6 FEET EAST-NORTHEAST OF A METAL WITNESS POST
 JD2646'AND 1-1/2 FEET NORTH OF AN EAST-WEST FENCE LINE.
 JD2646'
 JD2646'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 JD2646'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED
 JD2646'BAHNER NO 1 1963.  IT IS 20 FEET NORTH OF THE CENTER OF A
 JD2646'GRAVELED ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 JD2646'
 JD2646'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 JD2646'12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS STAMPED
 JD2646'BAHNER NO 2 1963.  IT IS 20 FEET NORTH OF THE CENTER OF A
 JD2646'GRAVELED ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 JD2646'
 JD2646'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JD2646'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED
 JD2646'BAHNER 1963.  IT IS 21 FEET EAST OF THE CENTER OF A GRAVELED
 JD2646'ROAD, 2 FEET SOUTH OF A POWER POLE AND 1.8 FEET NORTH-NORTHEAST
 JD2646'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1846 ***********************************************************************
 JE1846  DESIGNATION -  BAKER RESET
 JE1846  PID         -  JE1846
 JE1846  STATE/COUNTY-  MO/JOHNSON
 JE1846  USGS QUAD   -  ELM (1981)
 JE1846
 JE1846                         *CURRENT SURVEY CONTROL
 JE1846  ___________________________________________________________________
 JE1846* NAD 83(1997)-  38 45 37.18908(N)    094 04 13.90874(W)     ADJUSTED  
 JE1846* NAVD 88     -       306.3    (meters)    1005.     (feet)  VERTCON   
 JE1846  ___________________________________________________________________
 JE1846  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 JE1846  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JE1846
 JE1846  HORZ ORDER  -  FIRST
 JE1846
 JE1846.The horizontal coordinates were established by classical geodetic methods
 JE1846.and adjusted by the National Geodetic Survey in February 2000..
 JE1846
 JE1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1846
 JE1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1846
 JE1846.The geoid height was determined by GEOID03.
 JE1846
 JE1846;                    North         East     Units Scale Factor Converg.
 JE1846;SPC MO W     -   287,932.041   887,326.487   MT  0.99995833   +0 16 08.0
 JE1846;UTM  15      - 4,290,724.769   406,987.814   MT  0.99970653   -0 40 13.0
 JE1846
 JE1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1846!SPC MO W     -   0.99995705  x   0.99995833  =   0.99991538
 JE1846!UTM  15      -   0.99995705  x   0.99970653  =   0.99966359
 JE1846
 JE1846|---------------------------------------------------------------------|
 JE1846| PID    Reference Object                     Distance      Geod. Az  |
 JE1846|                                                           dddmmss.s |
 JE1846| CM3828 BAKER RM 4                           22.251 METERS 00002     |
 JE1846| CM3831 BAKER RP NORTH                        1.534 METERS 00028     |
 JE1846| CM3829 BAKER RM 5                           25.550 METERS 05158     |
 JE1846| JD2747 WARRENSBURG MUNICIPAL TANK          APPROX.28.7 KM 0882814.7 |
 JE1846| CM3830 BAKER RM 6                           29.448 METERS 12738     |
 JE1846| JD2776 HOLDEN MUNICIPAL TANK               APPROX. 8.7 KM 1284836.8 |
 JE1846| JD2774 HOLDEN MUNICIPAL STANDPIPE          APPROX. 9.4 KM 1334748.7 |
 JE1846| CM3826 BAKER AZ MK                                        1750406.7 |
 JE1846| CM3827 BAKER RM 3                           18.240 METERS 27542     |
 JE1846|---------------------------------------------------------------------|
 JE1846
 JE1846                          SUPERSEDED SURVEY CONTROL
 JE1846
 JE1846  NAD 83(1997)-  38 45 37.18981(N)    094 04 13.90881(W) AD(       ) 1
 JE1846  NAD 83(1986)-  38 45 37.19699(N)    094 04 13.90591(W) AD(       ) 1
 JE1846  NAD 27      -  38 45 37.16209(N)    094 04 13.11519(W) AD(       ) 1
 JE1846  NGVD 29 (07/19/86)  306.2    (m)         1005.     (f) VERT ANG       
 JE1846
 JE1846.Superseded values are not recommended for survey control.
 JE1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1846.See file dsdata.txt to determine how the superseded data were derived.
 JE1846
 JE1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC0698890725(NAD 83)
 JE1846_MARKER: V = STONE MONUMENT
 JE1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1846
 JE1846  HISTORY     - Date     Condition        Report By
 JE1846  HISTORY     - 1883     MONUMENTED       CGS
 JE1846  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JE1846  HISTORY     - 1935     GOOD             CGS
 JE1846  HISTORY     - 1948     GOOD             CGS
 JE1846  HISTORY     - 1949     GOOD             CGS
 JE1846  HISTORY     - 1963     GOOD             CGS
 JE1846
 JE1846                          STATION DESCRIPTION
 JE1846
 JE1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (FDG)
 JE1846'ABOUT 1 MILE NORTH OF TOWN OF KINGSVILLE, IN S 1/2 E 1/2
 JE1846'SE 1/4 SEC. 25, T. 46 N., R. 29 W., ON HIGHEST PART OF PROMINENT
 JE1846'HILL, ON LAND OWNED IN 1922 BY FRANK BAKER, WHO LIVES
 JE1846'ONE-HALF MILE EAST.  STATION IS CLOSE TO HOUSE OCCUPIED BY
 JE1846'EDWARD BAKER IN 1883, AND 246 FEET EAST OF HEDGE ON EAST
 JE1846'SIDE OF ROAD.  SURFACE MARK IS STONE POST WITNESSED BY TWO
 JE1846'OTHERS, AND UNDERGROUND MARK IS BOTTLE OF ASHES.
 JE1846
 JE1846                          STATION RECOVERY (1922)
 JE1846
 JE1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JE1846'IN 1922 STANDARD DISK STATION MARK, STAMPED WITH NAME OF
 JE1846'STATION AND DATE ESTABLISHED, WAS SET IN TOP OF SURFACE MARK.
 JE1846'WEST STONE WALL OF OLD DESERTED BUILDING IS 124 FEET FROM
 JE1846'STATION S 83 DEG E.
 JE1846
 JE1846                          STATION RECOVERY (1935)
 JE1846
 JE1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JE1846'FOUND IN GOOD CONDITION ON LAND DESCRIBED.  OWNED BY EDWARD
 JE1846'BAKER AND R.T. BAKER AND OPERATED BY FRANK BAKER WHO LIVES
 JE1846'ABOUT 1/2 MILE E OF STATION AND 1.3 MILES N OF KINGSVILLE.
 JE1846'STATION IS ABOUT 1.2 MILES N OF KINGSVILLE AND NEAREST
 JE1846'HIGHWAY APPROACH IS BY ROAD 0.2 MILE W OF KINGSVILLE RAILROAD
 JE1846'STATION AND 1.2 MILES N.  IT IS ABOUT 1/4 MILE N OF S END
 JE1846'OF PROMINENT RIDGE, ABOUT 125 FEET W OF E EDGE OF SAME, 272
 JE1846'FEET E OF CENTER LINE OF ROAD, 50 FEET W OF PROJECTION OF
 JE1846'CENTER LINE OF HEDGE ROW FROM N, 229 FEET S OF FENCE, 95
 JE1846'FEET SW OF 20-INCH BLAZED LOCUST TREE WHICH IS AT S END OF
 JE1846'ROW OF 3 SIMILAR TREES, AND 27 FEET N OF TWO 3-INCH LOCUST
 JE1846'TREES IN CLEARED FIELD.
 JE1846'
 JE1846'STATION DISK IS IN 6-INCH SQUARE SANDSTONE POST EXTENDING 2
 JE1846'INCHES ABOVE GROUND.  N WITNESS POST EXTENDS 4 INCHES
 JE1846'ABOVE GROUND.  S WITNESS POST WAS FOUND BROKEN OFF 6 INCHES
 JE1846'BELOW GROUND SURFACE.
 JE1846
 JE1846                          STATION RECOVERY (1948)
 JE1846
 JE1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1846'THE STATION, AND REFERENCE POST, NORTH RECOVERED
 JE1846'AS DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK,
 JE1846'AND REFERENCE MARK NO 3 WAS ESTABLISHED.
 JE1846'FOLLOWING IS A COMPLETE DESCRIPTION.
 JE1846'
 JE1846'THE STATION IS ABOUT 5.0 MILES NORTHWEST OF HOLDEN AND 1.0
 JE1846'MILE NORTH OF KINGSVILLE ON THE HIGHEST POINT OF A PROMINENT
 JE1846'HILL AND ON LAND OWNED BY MR. FRANK BAKER WHO LIVES ABOUT
 JE1846'0.5 MILE EAST OF THE STATION.  IT IS ABOUT 0.25 MILE NORTH
 JE1846'OF THE SOUTH END OF HILL, 125 FEET WEST OF EAST EDGE OF HILL,
 JE1846'272 FEET EAST OF NORTH-SOUTH SECTION LINE ROAD, 229 FEET
 JE1846'SOUTH OF OLD FENCE LINE AND 3 FEET NORTH-NORTHEAST OF WITNESS
 JE1846'POST.  IT IS STAMPED BAKER 1883, 1948 AND PROJECTS 2 INCHES.
 JE1846'
 JE1846'REFERENCE POST IS NORTH OF THE STATION.  IT IS A STONE POST
 JE1846'ABOUT 6 INCHES SQUARE ON THE TOP WITH A CROSS ON TOP OF POST.
 JE1846'IT PROJECTS 4 INCHES.
 JE1846'
 JE1846'REFERENCE MARK NO 3 IS WEST OF THE STATION, SET IN THE CLEARING
 JE1846'OF THE OLD ABANDONED FIELD.  IT IS STAMPED BAKER NO 3 1948
 JE1846'AND PROJECTS 3 INCHES.
 JE1846'
 JE1846'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTHEAST OF THE STATION,
 JE1846'35 FEET NORTH-NORTHWEST OF THE RAILROAD STATION IN KINGSVILLE,
 JE1846'15 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 2 FEET NORTH
 JE1846'OF TELEPHONE POLE AND 1 FOOT WEST OF WITNESS POST.  IT IS
 JE1846'STAMPED BAKER 1948 AND PROJECTS 6 INCHES.  TO REACH AS DESCRIBED.
 JE1846'
 JE1846'TO REACH THE STATION FROM THE RAILROAD STATION IN KINGSVILLE,
 JE1846'GO WEST ON ROAD JUST NORTH OF RAILROAD TRACKS FOR 0.2 MILE
 JE1846'TO LANE ON THE RIGHT, TURN RIGHT AND GO NORTH, WEST AND
 JE1846'NORTH ON HEDGE LINED ROAD FOR 0.95 MILE TO IRON GATE, TURN
 JE1846'RIGHT AROUND FENCE LINE AND FOLLOW SECTION LINE ROAD NORTH
 JE1846'FOR 0.15 MILE TO TRACK ROAD RIGHT THROUGH OPENING IN HEDGE
 JE1846'ROW, TURN RIGHT ON TRACK ROAD ACROSS OLD FIELD IN A
 JE1846'NORTHEASTERLY DIRECTION FOR 0.05 MILE TO OLD HOUSE FOUNDATION
 JE1846'AND STATION AS DESCRIBED.
 JE1846'
 JE1846'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 JE1846'
 JE1846'A 100 FOOT SIGNAL AT STATION NORMAL-2 IS VISIBLE AT 37 FEET.
 JE1846'
 JE1846'A 74 FOOT SIGNAL AT STATION HUTCHISON IS VISIBLE AT 37 FEET.
 JE1846'
 JE1846'A 74 FOOT SIGNAL AT STATION CALDWELL 1882, 1922, 1948 IS
 JE1846'VISIBLE AT 37 FEET.
 JE1846'
 JE1846'A 47 FOOT SIGNAL AT STATION HUTTON MOUND 1883, 1922, 1948,
 JE1846'IS VISIBLE AT 37 FEET.
 JE1846
 JE1846                          STATION RECOVERY (1949)
 JE1846
 JE1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JE1846'THE STATION, AZIMUTH MARK, AND REFERENCE MARK NO
 JE1846'3, RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 JE1846'REFERENCE MARK NO 4, WAS ESTABLISHED.  FOLLOWING IS
 JE1846'A NEW AND COMPLETE DESCRIPTION.
 JE1846'
 JE1846'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF KINGSVILLE ON
 JE1846'THE HIGH POINT OF A PROMINENT HILL IN AN OLD FIELD SURROUNDED
 JE1846'BY TREES AND ON LAND OWNED BY MR. FRANK BAKER WHO LIVES ABOUT
 JE1846'0.5 MILE EAST.  IT IS NEAR THE SITE OF AN OLD FARM HOUSE,
 JE1846'ABOUT 75 FEET NORTH-NORTHWEST OF AN OLD WELL, 0.1 MILE EAST
 JE1846'OF NORTH-SOUTH DIRT ROAD AND 2 FEET NORTHEAST OF WITNESS
 JE1846'POST.  IT IS A STANDARD U.S.C. AND G.S. DISK SET IN THE TOP
 JE1846'OF A 6 BY 6 INCH STONE POST PROJECTING 4 INCHES AND STAMPED
 JE1846'BAKER 1883 AND 1948.
 JE1846'
 JE1846'REFERENCE MARK NO 3 IS WEST OF THE STATION, SET IN THE OPEN
 JE1846'AREA.  IT IS STAMPED BAKER NO 3 1948 AND PROJECTS 4 INCHES.
 JE1846'
 JE1846'REFERENCE MARK NO 4 IS NORTH OF THE STATION, SET IN THE OPEN
 JE1846'AREA.  IT IS STAMPED BAKER NO 4 1949 AND PROJECTS 4 INCHES.
 JE1846'
 JE1846'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTHEAST OF THE STATION,
 JE1846'40 FEET NORTH OF THE NORTHWEST CORNER OF THE RAILROAD STATION,
 JE1846'15 FEET NORTH OF NORTH RAIL OF TRACKS, 2 FEET NORTHWEST OF
 JE1846'POWER LINE POLE AND 2 FEET WEST OF WITNESS POST.  TO REACH
 JE1846'FROM THE RAILROAD STATION IN KINGSVILLE AS DESCRIBED.
 JE1846'
 JE1846'TO REACH THE STATION FROM THE RAILROAD STATION IN KINGSVILLE,
 JE1846'GO WEST ON DIRT ROAD ALONG NORTH SIDE OF TRACKS FOR 0.2 MILE TO
 JE1846'SIDE ROAD RIGHT DOWN LANE, TURN RIGHT AND GO NORTH FOR 0.25
 JE1846'MILE, TURN LEFT AND GO WEST FOR 0.15 MILE, TURN RIGHT AND
 JE1846'FOLLOW ROAD NORTH FOR 0.65 MILE TO GATE IN FENCE LINE ON LEFT,
 JE1846'BEAR RIGHT AROUND FENCE LINE FOR 0.15 MILE TO BREAK IN TREE
 JE1846'LINE, TURN RIGHT INTO OPEN FIELD AND GO NORTHEAST ACROSS
 JE1846'FIELD FOR 0.1 MILE TO STATION AS DESCRIBED.
 JE1846'
 JE1846'OBSERVATIONS MADE FROM A 77 FOOT TOWER.
 JE1846'
 JE1846'AN 87 FOOT SIGNAL AT STATION THORNTON 1883 IS VISIBLE AT 37
 JE1846'FEET.
 JE1846'
 JE1846'A 74 FOOT SIGNAL AT STATION ELM IS VISIBLE AT 37 FEET.
 JE1846'
 JE1846'AN 87 FOOT SIGNAL AT STATION CHAPEL HILL 1883 IS VISIBLE AT
 JE1846'37 FEET.
 JE1846'
 JE1846'A 4 FOOT SIGNAL AT STATION PITTSVILLE IS VISIBLE AT 37 FEET.
 JE1846'
 JE1846'A 100 FOOT SIGNAL AT STATION NORMAL 2 1948 IS VISIBLE AT
 JE1846'37 FEET.
 JE1846
 JE1846                          STATION RECOVERY (1963)
 JE1846
 JE1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JE1846'THE STATION MARK, REFERENCE MARKS NO. 3 AND 4, AND THE
 JE1846'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 JE1846'AND DIRECTION TO REFERENCE MARK NO. 3 WAS VERIFIED.  THE
 JE1846'DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.  THE DISTANCE
 JE1846'OR DIRECTION TO REFERENCE MARK NO. 4 COULD NOT BE VERIFIED
 JE1846'DUE TO LACK OF INFORMATION ABOUT THIS MARK.  REFERENCE POST,
 JE1846'NORTH WAS NOT RECOVERED AND IS PRESUMED DESTROYED.
 JE1846'
 JE1846'AT THE REQUEST OF THE PROPERTY OWNER, REFERENCE MARKS NO. 3
 JE1846'AND 4 WERE DESTROYED AND REFERENCE MARKS NO. 5 AND 6 WERE
 JE1846'ESTABLISHED.
 JE1846'
 JE1846'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JE1846'
 JE1846'THE STATION IS ON THE SUMMIT OF A PROMINENT HILL APPROXIMATELY
 JE1846'1 MILE NORTH OF THE SMALL TOWN OF KINGSVILLE AND ON PROPERTY
 JE1846'OWNED BY MR. JESS OGLEFIE.
 JE1846'
 JE1846'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 58
 JE1846'AND COUNTY ROUTES W AND T IN THE CENTER OF KINGSVILLE, GO
 JE1846'NORTH ON COUNTY ROUTE W FOR 0.05 MILE TO A CROSSROAD AT THE
 JE1846'NORTH SIDE OF THE RAILROAD TRACKS.  TURN LEFT AND GO WEST
 JE1846'ON A GRAVEL ROAD FOR 0.25 MILE TO A LANE ON THE RIGHT.  TURN
 JE1846'RIGHT AND GO NORTH, WEST AND NORTH ON THE LANE FOR 0.95 MILE
 JE1846'TO AN IRON GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH
 JE1846'ON A TRACK ROAD FOR 0.1 MILE AND THEN BEAR RIGHT EASTERLY
 JE1846'ACROSS A PASTURE FOR 0.1 MILE TO A WIRE GATE WHICH IS AT
 JE1846'THE EAST SIDE OF AN OLD WOODS ROAD.  PASS THROUGH THE GATE
 JE1846'AND GO EAST FOR ABOUT 30 FEET TO THE WEST EDGE OF AN OPEN
 JE1846'FIELD.  BEAR LEFT AND GO NORTHEAST ACROSS THE FIELD FOR
 JE1846'0.05 MILE TO A SMALL CLUMP OF BRUSH AND THE STATION.
 JE1846'
 JE1846'THE STATION MARK, A STANDARD DISK STAMPED BAKER 1883 1948,
 JE1846'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 BY 4 INCH
 JE1846'GRANITE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1846'IT IS 74 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD AND
 JE1846'THE EAST EDGE OF THE FIELD, 42.5 FEET WEST OF THE EAST EDGE
 JE1846'OF THE FIELD AND 6.9 FEET NORTH OF A METAL WITNESS POST.
 JE1846'
 JE1846'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED BAKER NO 5 1883
 JE1846'1948, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 JE1846'IT IS IN A WOODED AREA, 26.5 FEET EAST OF THE EAST EDGE OF
 JE1846'THE FIELD AND 19 FEET SOUTH OF A 30-INCH TREE.
 JE1846'
 JE1846'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED BAKER NO 6 1883
 JE1846'1948, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 JE1846'INCHES.  IT IS 42 FEET EAST OF THE EAST EDGE OF THE FIELD, 15
 JE1846'FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 9 FEET SOUTHWEST
 JE1846'OF A FENCE CORNER.
 JE1846'
 JE1846'THE AZIMUTH MARK, A STANDARD DISK STAMPED BAKER 1948, IS
 JE1846'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 JE1846'IS 65 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 JE1846'BUILDING, 14.5 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 JE1846'RAILROAD TRACK, 6 FEET WEST OF A POWER POLE AND 2 FEET NORTH OF A
 JE1846'METAL WITNESS POST.
 JE1846'
 JE1846'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 JE1846'58 AND COUNTY ROUTES W AND T IN KINGSVILLE, GO NORTH ON
 JE1846'COUNTY ROUTE W FOR ABOUT 100 FEET TO THE CENTER OF A RAILROAD
 JE1846'CROSSING.  TURN RIGHT AND GO EAST ALONG THE NORTH RAIL OF THE
 JE1846'NORTH RAILROAD TRACK FOR ABOUT 0.05 MILE TO THE SECOND POWER
 JE1846'POLE AND THE AZIMUTH MARK.
 JE1846'
 JE1846'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JE1846'
 JE1846'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0642 ***********************************************************************
 GF0642  DESIGNATION -  BAKERSFIELD
 GF0642  PID         -  GF0642
 GF0642  STATE/COUNTY-  MO/OZARK
 GF0642  USGS QUAD   -  BAKERSFIELD (1968)
 GF0642
 GF0642                         *CURRENT SURVEY CONTROL
 GF0642  ___________________________________________________________________
 GF0642* NAD 83(1997)-  36 31 16.20414(N)    092 10 02.37019(W)     ADJUSTED  
 GF0642* NAVD 88     -       307.     (meters)    1007.     (feet)  SCALED    
 GF0642  ___________________________________________________________________
 GF0642  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GF0642  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GF0642
 GF0642  HORZ ORDER  -  SECOND
 GF0642
 GF0642.The horizontal coordinates were established by classical geodetic methods
 GF0642.and adjusted by the National Geodetic Survey in February 2000..
 GF0642
 GF0642.The orthometric height was scaled from a topographic map.
 GF0642
 GF0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0642
 GF0642.The geoid height was determined by GEOID03.
 GF0642
 GF0642;                    North         East     Units Scale Factor Converg.
 GF0642;SPC MO C     -    76,370.081   529,794.663   MT  0.99994427   +0 11 52.7
 GF0642;UTM  15      - 4,042,078.506   574,550.895   MT  0.99966847   +0 29 44.0
 GF0642
 GF0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0642!SPC MO C     -   0.99995628  x   0.99994427  =   0.99990056
 GF0642!UTM  15      -   0.99995628  x   0.99966847  =   0.99962477
 GF0642
 GF0642:                Primary Azimuth Mark                     Grid Az
 GF0642:SPC MO C     -  BAKERSFIELD AZ MK RESET                  014 54 18.2
 GF0642:UTM  15      -  BAKERSFIELD AZ MK RESET                  014 36 26.9
 GF0642
 GF0642|---------------------------------------------------------------------|
 GF0642| PID    Reference Object                     Distance      Geod. Az  |
 GF0642|                                                           dddmmss.s |
 GF0642| CI0142 BAKERSFIELD AZ MK RESET                            0150610.9 |
 GF0642| CI0141 BAKERSFIELD AZ MK                                  0153036.4 |
 GF0642| CI0143 BAKERSFIELD RM 1                     10.917 METERS 17337     |
 GF0642| CI0144 BAKERSFIELD RM 2                     19.462 METERS 29445     |
 GF0642|---------------------------------------------------------------------|
 GF0642
 GF0642                          SUPERSEDED SURVEY CONTROL
 GF0642
 GF0642  NAD 83(1997)-  36 31 16.20455(N)    092 10 02.37034(W) AD(       ) 2
 GF0642  NAD 83(1986)-  36 31 16.21252(N)    092 10 02.36950(W) AD(       ) 2
 GF0642  NAD 27      -  36 31 15.98300(N)    092 10 01.80400(W) AD(       ) 2
 GF0642
 GF0642.Superseded values are not recommended for survey control.
 GF0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0642.See file dsdata.txt to determine how the superseded data were derived.
 GF0642
 GF0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7455142079(NAD 83)
 GF0642_MARKER: DS = TRIANGULATION STATION DISK
 GF0642_SETTING: 80 = SET IN A BOULDER
 GF0642_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GF0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0642+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 GF0642
 GF0642  HISTORY     - Date     Condition        Report By
 GF0642  HISTORY     - 1953     MONUMENTED       CGS
 GF0642  HISTORY     - 1954     GOOD             CGS
 GF0642  HISTORY     - 20060130 GOOD             MODNR
 GF0642
 GF0642                          STATION DESCRIPTION
 GF0642
 GF0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0642'THE STATION IS LOCATED ON THE PROPERTY OF MR. PAT CREASY, IN
 GF0642'SECTION 3, T 21 N, R 11 W, ABOUT 1-1/2 MILES WEST OF BAKERSFIELD,
 GF0642'1-1/2 MILES NORTH OF THE MISSOURI-ARKANSAS STATE LINE, 0.1 MILE
 GF0642'SOUTH OF STATE HIGHWAY 101, AND 25 FEET WEST OF A WIRE FENCE.
 GF0642'
 GF0642'TO REACH THE STATION FROM THE POST OFFICE IN BAKERSFIELD, GO WEST
 GF0642'ON STATE HIGHWAY 101 FOR 0.6 MILE TO A SIDE ROAD AND SCHOOLHOUSE
 GF0642'ON THE RIGHT, (THE AZIMUTH MARK MAY BE REACHED FROM THIS POINT
 GF0642'BY TURNING RIGHT ON THE SIDE ROAD AND GOING TO THE LEFT OF THE
 GF0642'SCHOOL FOR 1.0 MILE TO A FORK AND THE AZIMUTH MARK AS DESCRIBED)
 GF0642'CONTINUE ON THE HIGHWAY FOR 0.8 MILE TO THE CREASY HOME ON THE
 GF0642'LEFT, PASS THROUGH A WOODEN GATE, GO ALONG LEFT SIDE OF HOUSE
 GF0642'AND BEAR RIGHT TO TOP OF HILL AND STATION.
 GF0642'
 GF0642'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GF0642'THE TOP OF A 3 X 5 FOOT BOULDER WHICH PROJECTS 2 FEET.  THE DISK
 GF0642'IS STAMPED BAKERSFIELD 1953.
 GF0642'
 GF0642'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GF0642'THE TOP OF A 3 X 4 FOOT BOULDER WHICH PROJECTS 4 INCHES.  THE
 GF0642'DISK IS STAMPED BAKERSFIELD NO 1 1953.
 GF0642'
 GF0642'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GF0642'THE TOP OF A 2 X 3 FOOT BOULDER WHICH PROJECTS 4 INCHES.  THE
 GF0642'DISK IS STAMPED BAKERSFIELD NO 2 1953.
 GF0642'
 GF0642'THE AZIMUTH MARK IS 99 FEET WEST OF THE CENTER OF THE ROAD FORK,
 GF0642'17 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET EAST OF A
 GF0642'4 X 4 INCH WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 GF0642'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BAKERSFIELD 1953.
 GF0642'
 GF0642'NO WITNESS POST WAS ESTABLISHED AT THE STATION BECAUSE OF
 GF0642'SOLID ROCK.
 GF0642'
 GF0642'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GF0642
 GF0642                          STATION RECOVERY (1954)
 GF0642
 GF0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0642'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 GF0642'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ACCURATE AND
 GF0642'ADEQUATE EXCEPT AS NOTED BELOW.
 GF0642'
 GF0642'THE AZIMUTH MARK WAS MOVED AT THIS TIME TO A NEW LOCATION OFF
 GF0642'THE RIGHT OF WAY OF A ROAD NOW BEING WIDENED.  THE RELOCATED
 GF0642'AZIMUTH IS REACHED AS DESCRIBED IN THE ORIGINAL DESCRIPTION,
 GF0642'BUT A NEW DESCRIPTION OF THE AZIMUTH MARK FOLLOWS-
 GF0642'
 GF0642'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 GF0642'4 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST, AND 1 FOOT NORTH
 GF0642'OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 GF0642'STAMPED BAKERSFIELD RESET.
 GF0642
 GF0642                          STATION RECOVERY (2006)
 GF0642
 GF0642'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GF0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1048 ***********************************************************************
 HD1048  DESIGNATION -  BALDRIDGE LOOKOUT TOWER
 HD1048  PID         -  HD1048
 HD1048  STATE/COUNTY-  MO/PULASKI
 HD1048  USGS QUAD   -  SLABTOWN SPRING (1976)
 HD1048
 HD1048                         *CURRENT SURVEY CONTROL
 HD1048  ___________________________________________________________________
 HD1048* NAD 83(1997)-  37 37 21.33168(N)    092 04 18.72635(W)     ADJUSTED  
 HD1048* NAVD 88     -                                                        
 HD1048  ___________________________________________________________________
 HD1048  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HD1048  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HD1048
 HD1048  HORZ ORDER  -  THIRD
 HD1048
 HD1048.The horizontal coordinates were established by classical geodetic methods
 HD1048.and adjusted by the National Geodetic Survey in February 2000..
 HD1048
 HD1048
 HD1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1048
 HD1048.The geoid height was determined by GEOID03.
 HD1048
 HD1048;                    North         East     Units Scale Factor Converg.
 HD1048;SPC MO C     -   198,631.622   537,793.316   MT  0.99995092   +0 15 40.9
 HD1048;UTM  15      - 4,164,347.165   581,904.231   MT  0.99968263   +0 33 59.8
 HD1048
 HD1048                          SUPERSEDED SURVEY CONTROL
 HD1048
 HD1048  NAD 83(1986)-  37 37 21.34461(N)    092 04 18.72443(W) AD(       ) 4
 HD1048  NAD 27      -  37 37 21.20000(N)    092 04 18.15000(W) AD(       ) 3
 HD1048
 HD1048.Superseded values are not recommended for survey control.
 HD1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1048.See file dsdata.txt to determine how the superseded data were derived.
 HD1048
 HD1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8190464347(NAD 83)
 HD1048_MARKER: 57 = LOOKOUT TOWER
 HD1048
 HD1048  HISTORY     - Date     Condition        Report By
 HD1048  HISTORY     - 1947     FIRST OBSERVED   CGS
 HD1048
 HD1048                          STATION DESCRIPTION
 HD1048
 HD1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HD1048'THE TOWER IS LOCATED ABOUT 10 MILES SOUTHEAST OF FORT LEONARD
 HD1048'WOOD AND 10 MILES NORTHEAST OF ROBY.
 HD1048'
 HD1048'THE TOWER IS OF STEEL CONSTRUCTION WITH A WOODEN ENCLOSED
 HD1048'OBSERVATION PLATFORM ON TOP, 50 FEET HIGH.  THE POINT INTERSECTED
 HD1048'WAS THE APEX OF THE ROOF.
 HD1048'
 HD1048'TO REACH FROM JUNCTIONS OF STATE HIGHWAYS 32 AND 17 IN ROBY,
 HD1048'GO NORTH ON STATE HIGHWAY 17 6.4 MILES TO A T ROAD RIGHT,
 HD1048'TURN RIGHT (EAST) 3.1 MILES TO A NORTH-SOUTH AND SIGN (BIG
 HD1048'PINEY 6 MILE), TURN LEFT (NORTH) 1.5 MILES TO A T ROAD RIGHT,
 HD1048'TURN RIGHT 0.1 MILE TO TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0915 ***********************************************************************
 GE0915  DESIGNATION -  BALL
 GE0915  PID         -  GE0915
 GE0915  STATE/COUNTY-  MO/HOWELL
 GE0915  USGS QUAD   -  LANTON (1983)
 GE0915
 GE0915                         *CURRENT SURVEY CONTROL
 GE0915  ___________________________________________________________________
 GE0915* NAD 83(1997)-  36 35 36.76073(N)    091 48 31.23677(W)     ADJUSTED  
 GE0915* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 GE0915  ___________________________________________________________________
 GE0915  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 GE0915  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GE0915
 GE0915  HORZ ORDER  -  SECOND
 GE0915
 GE0915.The horizontal coordinates were established by classical geodetic methods
 GE0915.and adjusted by the National Geodetic Survey in February 2000..
 GE0915
 GE0915.The orthometric height was scaled from a topographic map.
 GE0915
 GE0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0915
 GE0915.The geoid height was determined by GEOID03.
 GE0915
 GE0915;                    North         East     Units Scale Factor Converg.
 GE0915;SPC MO C     -    84,572.155   561,858.129   MT  0.99998046   +0 24 43.7
 GE0915;UTM  15      - 4,050,444.988   606,563.023   MT  0.99973990   +0 42 36.9
 GE0915
 GE0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0915!SPC MO C     -   0.99995615  x   0.99998046  =   0.99993661
 GE0915!UTM  15      -   0.99995615  x   0.99973990  =   0.99969606
 GE0915
 GE0915:                Primary Azimuth Mark                     Grid Az
 GE0915:SPC MO C     -  ST ELMORE                                095 57 57.4
 GE0915:UTM  15      -  ST ELMORE                                095 40 04.2
 GE0915
 GE0915|---------------------------------------------------------------------|
 GE0915| PID    Reference Object                     Distance      Geod. Az  |
 GE0915|                                                           dddmmss.s |
 GE0915| GE0909 ST ELMORE                           APPROX.16.4 KM 0962241.1 |
 GE0915| CI0151 BALL RM 2                            25.750 METERS 15438     |
 GE0915| CI0150 BALL RM 1                            24.857 METERS 33823     |
 GE0915|---------------------------------------------------------------------|
 GE0915
 GE0915                          SUPERSEDED SURVEY CONTROL
 GE0915
 GE0915  NAD 83(1997)-  36 35 36.76299(N)    091 48 31.23691(W) AD(       ) 2
 GE0915  NAD 83(1986)-  36 35 36.77053(N)    091 48 31.23536(W) AD(       ) 2
 GE0915  NAD 27      -  36 35 36.54400(N)    091 48 30.70300(W) AD(       ) 2
 GE0915
 GE0915.Superseded values are not recommended for survey control.
 GE0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0915.See file dsdata.txt to determine how the superseded data were derived.
 GE0915
 GE0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0656350445(NAD 83)
 GE0915_MARKER: DS = TRIANGULATION STATION DISK
 GE0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0915_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0915
 GE0915  HISTORY     - Date     Condition        Report By
 GE0915  HISTORY     - 1953     MONUMENTED       CGS
 GE0915  HISTORY     - 20060202 MARK NOT FOUND   MODNR
 GE0915
 GE0915                          STATION DESCRIPTION
 GE0915
 GE0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0915'THE STATION IS IN SECTION 11, T 22 N, R 8 W, ON THE RIGHT-OF-WAY
 GE0915'OF A NORTH-SOUTH COUNTY ROAD, ABOUT 9-3/4 MILES SOUTH-SOUTHEAST
 GE0915'OF WEST PLAINS, 5 MILES NORTH OF LANTON, 30 FEET NORTH-NORTHEAST
 GE0915'OF THE CENTER OF THE GRAVELED ROAD, 12 FEET NORTHWEST OF A
 GE0915'14-INCH OAK TREE, 7 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN
 GE0915'WITNESS POST AND 6 FEET WEST OF A WIRE FENCE.
 GE0915'
 GE0915'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND
 GE0915'142, 0.2 MILE NORTH OF LANTON, GO NORTHERLY ON STATE HIGHWAY 17
 GE0915'FOR 4.4 MILES TO A Y-JUNCTION, CONTINUE NORTHERLY ON THE
 GE0915'RIGHT ROAD FOR 1.4 MILES TO THE TOP OF A LOW RIDGE AND THE
 GE0915'STATION ON THE RIGHT AS DESCRIBED.
 GE0915'
 GE0915'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE0915'BALL 1953.
 GE0915'
 GE0915'REFERENCE MARK 1 IS 39 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 GE0915'ROAD AND 3 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 7 INCHES
 GE0915'AND THE DISK IS STAMPED BALL NO 1 1953.
 GE0915'
 GE0915'REFERENCE MARK 2 IS 18 FEET NORTH-NORTHEAST OF THE CENTER OF
 GE0915'THE ROAD AND 11 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS
 GE0915'6 INCHES AND THE DISK IS STAMPED BALL NO 2 1953.
 GE0915'
 GE0915'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK.
 GE0915'
 GE0915'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 GE0915'POSTS.
 GE0915'
 GE0915'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE0915
 GE0915                          STATION RECOVERY (2006)
 GE0915
 GE0915'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0915'THE SURFACE STATION WAS NOT RECOVERED, FOUND THE REFERENCE MARKS LYING
 GE0915'ATOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0694 ***********************************************************************
 GG0694  DESIGNATION -  BALL
 GG0694  PID         -  GG0694
 GG0694  STATE/COUNTY-  MO/NEWTON
 GG0694  USGS QUAD   -  SENECA (1978)
 GG0694
 GG0694                         *CURRENT SURVEY CONTROL
 GG0694  ___________________________________________________________________
 GG0694* NAD 83(1997)-  36 47 33.76239(N)    094 31 30.52162(W)     ADJUSTED  
 GG0694* NAVD 88     -       353.22   (+/-2cm)    1158.9    (feet)  VERTCON   
 GG0694  ___________________________________________________________________
 GG0694  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 GG0694  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GG0694
 GG0694  HORZ ORDER  -  FIRST
 GG0694  VERT ORDER  -  THIRD ? (See Below)
 GG0694
 GG0694.The horizontal coordinates were established by classical geodetic methods
 GG0694.and adjusted by the National Geodetic Survey in February 2000..
 GG0694
 GG0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0694.The vertical order pertains to the NGVD 29 superseded value.
 GG0694
 GG0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0694
 GG0694.The geoid height was determined by GEOID03.
 GG0694
 GG0694;                    North         East     Units Scale Factor Converg.
 GG0694;SPC MO W     -    69,467.132   847,755.882   MT  0.99994124   -0 00 54.2
 GG0694;UTM  15      - 4,072,962.444   363,926.540   MT  0.99982811   -0 54 48.9
 GG0694
 GG0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0694!SPC MO W     -   0.99994911  x   0.99994124  =   0.99989036
 GG0694!UTM  15      -   0.99994911  x   0.99982811  =   0.99977723
 GG0694
 GG0694:                Primary Azimuth Mark                     Grid Az
 GG0694:SPC MO W     -  BALL AZ MK                               040 26 47.7
 GG0694:UTM  15      -  BALL AZ MK                               041 20 42.4
 GG0694
 GG0694|---------------------------------------------------------------------|
 GG0694| PID    Reference Object                     Distance      Geod. Az  |
 GG0694|                                                           dddmmss.s |
 GG0694| CI0145 BALL AZ MK                                         0402553.5 |
 GG0694| CI0149 BALL RM 3                            29.567 METERS 06358     |
 GG0694| CI0147 BALL RM 1                            37.844 METERS 06435     |
 GG0694| GG0698 BALL RM 4                            24.610 METERS 07840     |
 GG0694| GG0697 PTS 7 RESET                          29.192 METERS 08935     |
 GG0694| GG0696 PTS 7                                29.115 METERS 08938     |
 GG0694| CI0148 BALL RM 2                            40.008 METERS 14703     |
 GG0694| CI0146 BALL AZ MK RESET                                   2802038.1 |
 GG0694| GG0716 COMMERCE MUNICIPAL TANK             APPROX.34.8 KM 2963438.1 |
 GG0694| GG0718 CARDIN COMMERCE MINING CO TANK      APPROX.36.5 KM 3030843.0 |
 GG0694|---------------------------------------------------------------------|
 GG0694
 GG0694                          SUPERSEDED SURVEY CONTROL
 GG0694
 GG0694  NAD 83(1997)-  36 47 33.76258(N)    094 31 30.52154(W) AD(       ) 1
 GG0694  NAD 83(1997)-  36 47 33.76290(N)    094 31 30.52121(W) AD(       ) 1
 GG0694  NAD 83(1997)-  36 47 33.77214(N)    094 31 30.52241(W) AD(       ) 1
 GG0694  NAD 83(1986)-  36 47 33.77869(N)    094 31 30.52146(W) AD(       ) 1
 GG0694  NAD 27      -  36 47 33.53600(N)    094 31 29.73000(W) AD(       ) 1
 GG0694  NGVD 29 (07/19/86)  353.10   (m)         1158.5    (f) LEVELING    3  
 GG0694
 GG0694.Superseded values are not recommended for survey control.
 GG0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0694.See file dsdata.txt to determine how the superseded data were derived.
 GG0694
 GG0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6392772962(NAD 83)
 GG0694_MARKER: DS = TRIANGULATION STATION DISK
 GG0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0694
 GG0694  HISTORY     - Date     Condition        Report By
 GG0694  HISTORY     - 1935     MONUMENTED       CGS
 GG0694  HISTORY     - 1954     GOOD             CGS
 GG0694  HISTORY     - 1961     GOOD             CGS
 GG0694  HISTORY     - 20060323 POOR             MODNR
 GG0694
 GG0694                          STATION DESCRIPTION
 GG0694
 GG0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0694'STATION IS ABOUT 8 MILES NW OF GOODMAN, 10 MILES SW OF NEOSHO,
 GG0694'6 MILES SE OF SENECA, 7.5 MILES S OF RACINE, 5.3 MILES E OF
 GG0694'MISSOURI-OKLAHOMA STATE LINE, 2 MILES N OF THE MC DONALD-NEWTON
 GG0694'COUNTY LINE, AND IN THE SE 1/4 OF SEC. 19, T 24 N, R 33 W ON
 GG0694'LAND OWNED AND OCCUPIED BY CORBELL BALL.  THE MARK IS SET ON
 GG0694'THE S EDGE OF A CULTIVATED FIELD, 2 FEET N OF N RIGHT-OF-WAY
 GG0694'FENCE OF E-W ROAD, 17 FEET N OF CENTER LINE OF SAME ROAD, AND 115
 GG0694'FEET W OF CENTER LINE OF N-S ROAD.  MARK PROJECTS 12
 GG0694'INCHES.
 GG0694'
 GG0694'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTHS MARKS ARE STANDARD
 GG0694'BRONZE DISKS SET IN CONCRETE.
 GG0694'
 GG0694'REFERENCE MARK NO. 1 IS ENE OF STATION, ON E EDGE OF CULTIVATED
 GG0694'FIELD 1 FOOT W OF W RIGHT-OF-WAY FENCE OF N-S ROAD, AND 23
 GG0694'FEET W OF CENTER LINE OF SAME ROAD.  MARK PROJECTS 8 INCHES.
 GG0694'
 GG0694'REFERENCE MARK NO. 2 IS SE OF STATION ON W EDGE OF ROAD
 GG0694'RIGHT-OF-WAY, 1 FOOT E OF W RIGHT-OF-WAY FENCE OF N-S ROAD, AND
 GG0694'22 FEET W OF CENTER LINE OF N-S ROAD, AND 91 FEET S OF CENTER
 GG0694'LINE OF E-W ROAD, AND PROJECTS 12 INCHES.
 GG0694'
 GG0694'AZIMUTH MARK IS NE OF STATION ON E EDGE OF ROAD RIGHT-OF-WAY,
 GG0694'40 FEET E OF CENTER LINE OF SAME ROAD, 2 FEET W OF E CENTER
 GG0694'LINE OF SAME ROAD, AND 10 FEET S OF CORNER POST OF E RIGHT-OF-WAY
 GG0694'FENCE.
 GG0694'
 GG0694'U.S.G.S. PRIM TRAV. STATION NO. 7, 1906 IS E OF STATION IN NW
 GG0694'CORNER OF ROAD INTERSECTION, 21 FEET W OF CENTER LINE OF N-S
 GG0694'ROAD AND 20 FEET N OF CENTER LINE OF E-W ROAD.  THE MARK IS
 GG0694'A BRASS CAP ON A 3-INCH STEEL PIPE, WHICH PROJECTS 15 INCHES.
 GG0694'MARK IS IN GOOD CONDITION.  REFERENCE MARK NO. 1 TO THIS MARK
 GG0694'IS 55.22 FEET.
 GG0694'
 GG0694'TO REACH THE STATION FROM GOODMAN GO W ON COUNTY HIGHWAY B
 GG0694'FROM ITS INTERSECTION WITH U.S. HIGHWAY 71 6.5 MILES TO A
 GG0694'T-INTERSECTION AT W END OF A WOODEN BRIDGE, THENCE N 0.9
 GG0694'MILE TO A SIDE ROAD.  CONTINUE N 2.1 MILES TO A SIDE ROAD TO
 GG0694'LEFT, THENCE LEFT 100 FEET TO STATION.
 GG0694'
 GG0694'ALL LIGHTS COME INTO VIEW AT 60 FEET.
 GG0694
 GG0694                          STATION RECOVERY (1954)
 GG0694
 GG0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 GG0694'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE RECOVERED
 GG0694'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK AND REFERENCE
 GG0694'MARK NO. 1 WHICH WERE DESTROYED BY NEW ROAD CONSTRUCTION.
 GG0694'REFERENCE MARK NO. 3 WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 GG0694'FOLLOWS.
 GG0694'
 GG0694'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF NEOSHO, 8 MILES
 GG0694'NORTHWEST OF GOODMAN, 7 MILES SOUTH OF RACINE, 6 MILES SOUTHEAST
 GG0694'OF SENECA, 5 MILES EAST OF THE MISSOURI-OKLAHOMA STATE LINE,
 GG0694'2 MILES NORTH OF THE MC DONALD-NEWTON COUNTY LINE IN THE SE
 GG0694'1/4 OF SEC. 19, T. 24 N., R. 33 W. ON LAND OWNED AND OCCUPIED
 GG0694'BY CORBELL BALL.  THE MARK IS SET ON THE SOUTH EDGE OF
 GG0694'CULTIVATED FIELD, 200 YARDS SOUTHWEST OF MR. CORBELL BALLS
 GG0694'HOUSE, 115 FEET WEST OF THE CENTERLINE OF NEWTON COUNTY ROAD
 GG0694'Y, 75 FEET WEST OF FENCE CORNER, 18 FEET NORTH OF THE CENTER
 GG0694'OF GRADED ROAD, AND 1 FOOT NORTH OF FENCE.  THE MARK
 GG0694'PROJECTS 4 INCHES AND THE DISK IS STAMPED BALL 1935.
 GG0694'
 GG0694'REFERENCE MARK NO. 2 IS 91 FEET SOUTH OF THE CENTER OF GRADED
 GG0694'ROAD, 75 FEET SOUTH OF A FENCE CORNER, 28 FEET WEST OF THE CENTER
 GG0694'OF NEWTON COUNTY ROAD Y, AND 12 FEET EAST OF FENCE.  THE MARK
 GG0694'PROJECTS 4 INCHES AND THE DISK IS STAMPED BALL NO 2 1935.
 GG0694'
 GG0694'REFERENCE MARK NO. 3 IS 45 FEET NORTH OF FENCE CORNER, 42
 GG0694'FEET NORTH-NORTHWEST OF PRIM. TRAV. STA. NO. 7, 40 FEET WEST
 GG0694'OF THE CENTER OF NEWTON COUNTY ROAD Y, AND 1 FOOT EAST OF FENCE.
 GG0694'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BALL NO 3
 GG0694'1935.
 GG0694'
 GG0694'U.S.G.S. PRIM. TRAV. STA. NO. 7 (1906) IS 21 FEET WEST OF THE
 GG0694'CENTER OF NEWTON COUNTY ROAD Y, 21 FEET NORTH OF THE CENTER OF
 GG0694'A GRADED ROAD, AND 20 FEET EAST OF A FENCE CORNER.  THE MARK IS
 GG0694'A BRASS CAP ON A 3-INCH IRON PIPE AND IN GOOD CONDITION.  THE
 GG0694'PIPE PROJECTS ABOUT 15 INCHES ABOVE THE GROUND.
 GG0694'
 GG0694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 GG0694'AND U.S. HIGHWAY 60 WHICH IS ABOUT 1 MILE SOUTH OF NEOSHO, GO
 GG0694'WEST ON US HIGHWAY 60 FOR 8.0 MILES TO THE JUNCTION OF COUNTY
 GG0694'ROAD C TO THE RIGHT. BEAR LEFT AND CONTINUE ON U.S. HIGHWAY
 GG0694'60 FOR 0.2 MILE TO NEWTON COUNTY ROAD Y.  U.S. HIGHWAY 60
 GG0694'TURNS RIGHT AND GOES WEST AT THIS POINT.  CONTINUE STRAIGHT
 GG0694'AHEAD ON NEWTON COUNTY ROAD Y FOR 3.0 MILES TO A T-ROAD RIGHT
 GG0694'AND THE STATION.
 GG0694
 GG0694                          STATION RECOVERY (1961)
 GG0694
 GG0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0694'THE STATION, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND
 GG0694'FOUND IN GOOD CONDITION.  TRAV. STA. NO. 7 WAS FOUND LEANING
 GG0694'AND HAD BEEN REINFORCED WITH CONCRETE BY SOME ONE.  IT IS NOT
 GG0694'KNOWN AT THIS TIME BY WHOM.  THE TOWER COULD NOT BE BUILT OVER
 GG0694'THE OLD STATION BECAUSE IT WAS TO NEAR THE ROAD.  A NEW
 GG0694'REFERENCE MARK 4 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.  A
 GG0694'NEW AZIMUTH MARK WAS ALSO ESTABLISHED.  THE DISTANCES AND
 GG0694'DIRECTIONS TO REFERENCE MARKS 2 AND 3 CHECKED.  A DIFFERENCE
 GG0694'OF 0.25 OF A FOOT WAS FOUND IN THE DISTANCE TO TRAV. STA. NO.
 GG0694'7 AND THE DIRECTION DID NOT CHECK BY 2 MINUTES AND 3
 GG0694'SECONDS.
 GG0694'
 GG0694'A NEW DESCRIPTION AND TO REACH FOLLOWS-
 GG0694'
 GG0694'THE STATION IS ABOUT 9 MILES SOUTHWEST OF NEOSHO, 8 MILES
 GG0694'NORTHWEST OF GOODMAN, ON THE PROPERTY OF MR. CORBELL BALL, IN THE
 GG0694'SOUTHWEST 1/4 OF SECTION 19, T. 24 N., R. 33 W., 115 FEET WEST OF
 GG0694'THE CENTERLINE OF COUNTY ROAD Y, 75 FEET WEST OF A FENCE CORNER,
 GG0694'18 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 1 FOOT
 GG0694'NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 GG0694'DISK IS STAMPED BALL 1935.  NOTES 1A 7A.
 GG0694'
 GG0694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GG0694'U.S. HIGHWAY 71 ABOUT 2.5 MILES SOUTH OF NEOSHO, GO WEST ON
 GG0694'HIGHWAY 60 FOR 6.75 MILES TO A PAVED CROSSROAD.  TURN LEFT AND GO
 GG0694'SOUTH ON COUNTY ROAD Y FOR 2.7 MILES TO THE STATION ON THE RIGHT.
 GG0694'
 GG0694'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVELED
 GG0694'ROAD FOR 0.85 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 GG0694'A GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 GG0694'
 GG0694'REFERENCE MARK 2 IS 91 FEET SOUTH OF THE CENTERLINE OF THE
 GG0694'GRAVELED ROAD, 75 FEET SOUTH OF A FENCE CORNER, 28 FEET WEST OF
 GG0694'THE CENTERLINE OF COUNTY ROAD Y AND 12 FEET EAST OF A WIRE FENCE.
 GG0694'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BALL
 GG0694'NO 2 1935.
 GG0694'
 GG0694'REFERENCE MARK 3 IS 45 FEET NORTH OF THE FENCE CORNER, 40 FEET
 GG0694'WEST OF THE CENTERLINE OF COUNTY ROAD Y AND 1 FOOT EAST OF
 GG0694'A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 GG0694'STAMPED BALL NO 3 1935.
 GG0694'
 GG0694'REFERENCE MARK 4 IS 6 INCHES EAST OF A WIRE FENCE, 44 FEET
 GG0694'WEST OF THE CENTERLINE OF COUNTY ROAD Y, 36 FEET NORTH OF THE
 GG0694'CENTERLINE OF THE GRAVELED ROAD AND 18 INCHES SOUTH OF A
 GG0694'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 GG0694'IS STAMPED BALL NO 4 1935.
 GG0694'
 GG0694'PRIM. TRAV. STA. NO. 7 IS A STANDARD U.S.G.S. CAP DISK RIVETED
 GG0694'TO THE TOP OF A 4 INCH PIPE THAT PROJECTS 15 INCHES ABOVE
 GG0694'GROUND LEVEL.  THE DISK IS STAMPED PRIM. TRAV. STA. NO. 7 1906.
 GG0694'IT IS 21 FEET WEST OF THE CENTERLINE OF COUNTY ROAD Y, 21 FEET
 GG0694'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 20 FEET EAST OF
 GG0694'A FENCE CORNER.
 GG0694'
 GG0694'THE AZIMUTH MARK IS 19 FEET EAST OF THE CENTERLINE OF A GRAVELED
 GG0694'ROAD, 6 INCHES WEST OF A WIRE FENCE AND 1 FOOT NORTH OF A WITNESS
 GG0694'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GG0694'BALL 1935 RESET 1960.
 GG0694'
 GG0694'NOTE- STATION WAS BUILT IN 1960 BUT WAS NOT OCCUPIED UNTIL
 GG0694'1961.
 GG0694'
 GG0694'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0694
 GG0694                          STATION RECOVERY (2006)
 GG0694
 GG0694'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0694'FOUNDTILTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0698 ***********************************************************************
 GG0698  DESIGNATION -  BALL RM 4
 GG0698  PID         -  GG0698
 GG0698  STATE/COUNTY-  MO/NEWTON
 GG0698  USGS QUAD   -  SENECA (1978)
 GG0698
 GG0698                         *CURRENT SURVEY CONTROL
 GG0698  ___________________________________________________________________
 GG0698* NAD 83(1997)-  36 47 33.91928(N)    094 31 29.54833(W)     ADJUSTED  
 GG0698* NAVD 88     -       353.     (meters)    1158.     (feet)  SCALED    
 GG0698  ___________________________________________________________________
 GG0698  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 GG0698  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GG0698
 GG0698  HORZ ORDER  -  FIRST
 GG0698
 GG0698.The horizontal coordinates were established by classical geodetic methods
 GG0698.and adjusted by the National Geodetic Survey in February 2000..
 GG0698
 GG0698.The orthometric height was scaled from a topographic map.
 GG0698
 GG0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0698
 GG0698.The geoid height was determined by GEOID03.
 GG0698
 GG0698;                    North         East     Units Scale Factor Converg.
 GG0698;SPC MO W     -    69,471.962   847,780.012   MT  0.99994124   -0 00 53.6
 GG0698;UTM  15      - 4,072,966.894   363,950.740   MT  0.99982803   -0 54 48.3
 GG0698
 GG0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0698!SPC MO W     -   0.99994913  x   0.99994124  =   0.99989037
 GG0698!UTM  15      -   0.99994913  x   0.99982803  =   0.99977717
 GG0698
 GG0698|---------------------------------------------------------------------|
 GG0698| PID    Reference Object                     Distance      Geod. Az  |
 GG0698|                                                           dddmmss.s |
 GG0698| CI0149 BALL RM 3                             8.486 METERS 01637     |
 GG0698| GG0584 GOODMAN LOOKOUT TOWER               APPROX. 9.9 KM 1021335.2 |
 GG0698| GG0697 PTS 7 RESET                           6.855 METERS 13225     |
 GG0698| CI0148 BALL RM 2                            38.490 METERS 18333     |
 GG0698| GG0694 BALL                                 24.610 METERS 25840     |
 GG0698| CI0145 BALL AZ MK                                         2795741.5 |
 GG0698| GG0695 SEMECA MUNICIPAL TANK               APPROX.10.0 KM 3112038.6 |
 GG0698|---------------------------------------------------------------------|
 GG0698
 GG0698                          SUPERSEDED SURVEY CONTROL
 GG0698
 GG0698  NAD 83(1997)-  36 47 33.91948(N)    094 31 29.54825(W) AD(       ) 1
 GG0698  NAD 83(1997)-  36 47 33.91980(N)    094 31 29.54792(W) AD(       ) 1
 GG0698  NAD 83(1997)-  36 47 33.92904(N)    094 31 29.54912(W) AD(       ) 1
 GG0698  NAD 83(1986)-  36 47 33.93562(N)    094 31 29.54796(W) AD(       ) 1
 GG0698  NAD 27      -  36 47 33.69340(N)    094 31 28.75730(W) AD(       ) 1
 GG0698
 GG0698.Superseded values are not recommended for survey control.
 GG0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0698.See file dsdata.txt to determine how the superseded data were derived.
 GG0698
 GG0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6395172967(NAD 83)
 GG0698_MARKER: DS = TRIANGULATION STATION DISK
 GG0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GG0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0698+STABILITY: SURFACE MOTION
 GG0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0698+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 GG0698
 GG0698  HISTORY     - Date     Condition        Report By
 GG0698  HISTORY     - 1961     MONUMENTED       CGS
 GG0698  HISTORY     - 20060323 GOOD             MODNR
 GG0698
 GG0698                          STATION DESCRIPTION
 GG0698
 GG0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0698'THE STATION IS ABOUT 9 MILES SOUTHWEST OF NEOSHO, 8 MILES
 GG0698'NORTHWEST OF GOODMAN, 2 MILES NORTH OF THE MC DONALD-NEWTON
 GG0698'COUNTY LINE, ON THE ROAD RIGHT-OF-WAY AND IS IN THE SOUTHEAST
 GG0698'1/4 OF SECTION 19, T. 24 N., R. 33 W.  IT IS 6 INCHES EAST
 GG0698'OF A WIRE FENCE, 44 FEET WEST OF THE CENTERLINE OF COUNTY
 GG0698'ROAD Y, 36 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD
 GG0698'AND 18 INCHES SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS
 GG0698'6 INCHES AND THE DISK IS STAMPED BALL NO 4 1935.
 GG0698'
 GG0698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 GG0698'60 AND 71 ABOUT 2.5 MILES SOUTH OF NEOSHO, GO WEST ON HIGHWAY
 GG0698'60 FOR 6.75 MILES TO A PAVED CROSSROAD.  TURN LEFT AND GO
 GG0698'SOUTH ON COUNTY ROAD Y FOR 2.7 MILES TO THE STATION ON THE
 GG0698'RIGHT.
 GG0698'
 GG0698'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 GG0698'ROAD FOR 0.85 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 GG0698'ON GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 GG0698'
 GG0698'REFERENCE MARK 2 IS 91 FEET SOUTH OF THE CENTERLINE OF GRAVELED
 GG0698'ROAD, 75 FEET SOUTH OF A FENCE CORNER, 28 FEET WEST OF THE
 GG0698'CENTERLINE OF COUNTY ROAD Y AND 12 FEET EAST OF WIRE FENCE.
 GG0698'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BALL
 GG0698'NO 2 1935.
 GG0698'
 GG0698'REFERENCE MARK 3 IS 45 FEET NORTH OF THE FENCE CORNER, 40
 GG0698'FEET WEST OF THE CENTERLINE OF COUNTY ROAD Y AND 1 FOOT
 GG0698'EAST OF THE WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND
 GG0698'THE DISK IS STAMPED BALL NO 3 1935.
 GG0698'
 GG0698'PRIM. TRAV. STA. NO. 7 IS A STANDARD U.S.G.S. CAP DISK RIVETED
 GG0698'TO THE TOP OF A 4 INCH PIPE THAT PROJECTS 15 INCHES ABOVE
 GG0698'GROUND LEVEL.  IT IS 21 FEET WEST OF THE CENTERLINE OF COUNTY
 GG0698'ROAD Y, AND 20 FEET EAST OF THE FENCE CORNER.  THE DISK IS
 GG0698'STAMPED PRIM. TRAV. STA. NO. 7 1906.
 GG0698'
 GG0698'BALL 1935 IS 115 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 GG0698'Y, 75 FEET WEST OF THE FENCE CORNER, 18 FEET NORTH OF THE
 GG0698'CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT NORTH OF A WIRE
 GG0698'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GG0698'BALL 1935.
 GG0698'
 GG0698'THE AZIMUTH MARK IS 19 FEET EAST OF THE CENTERLINE OF A GRAVELED
 GG0698'ROAD, 6 INCHES WEST OF A WIRE FENCE AND 1 FOOT NORTH OF A
 GG0698'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 GG0698'IS STAMPED BALL 1935 RESET 1960.
 GG0698'
 GG0698'NOTE- AZIMUTH MARK WAS SET IN 1960 BUT STATION WAS NOT OCCUPIED
 GG0698'UNTIL 1961.
 GG0698'
 GG0698'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GG0698
 GG0698                          STATION RECOVERY (2006)
 GG0698
 GG0698'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0698'RECOVERED IN GOOD CONDITION BUT UNDER TREES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1889 ***********************************************************************
 JE1889  DESIGNATION -  BALLARD
 JE1889  PID         -  JE1889
 JE1889  STATE/COUNTY-  MO/BATES
 JE1889  USGS QUAD   -  SPRUCE (1961)
 JE1889
 JE1889                         *CURRENT SURVEY CONTROL
 JE1889  ___________________________________________________________________
 JE1889* NAD 83(1997)-  38 22 09.30183(N)    094 10 19.89343(W)     ADJUSTED  
 JE1889* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 JE1889  ___________________________________________________________________
 JE1889  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JE1889  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE1889
 JE1889  HORZ ORDER  -  THIRD
 JE1889
 JE1889.The horizontal coordinates were established by classical geodetic methods
 JE1889.and adjusted by the National Geodetic Survey in February 2000..
 JE1889
 JE1889.The orthometric height was scaled from a topographic map.
 JE1889
 JE1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1889
 JE1889.The geoid height was determined by GEOID03.
 JE1889
 JE1889;                    North         East     Units Scale Factor Converg.
 JE1889;SPC MO W     -   244,485.208   878,645.514   MT  0.99995128   +0 12 12.5
 JE1889;UTM  15      - 4,247,435.666   397,601.135   MT  0.99972913   -0 43 39.6
 JE1889
 JE1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1889!SPC MO W     -   0.99995938  x   0.99995128  =   0.99991066
 JE1889!UTM  15      -   0.99995938  x   0.99972913  =   0.99968852
 JE1889
 JE1889|---------------------------------------------------------------------|
 JE1889| PID    Reference Object                     Distance      Geod. Az  |
 JE1889|                                                           dddmmss.s |
 JE1889| CM3833 BALLARD RM 1                         24.316 METERS 03604     |
 JE1889| JE1890 TT 635 CWA                          191.032 METERS 08556     |
 JE1889| CM3832 BALLARD AZ MK                                      0914539.8 |
 JE1889| CN5591 BALLARD RM 2                         28.362 METERS 31710     |
 JE1889|---------------------------------------------------------------------|
 JE1889
 JE1889                          SUPERSEDED SURVEY CONTROL
 JE1889
 JE1889  NAD 83(1997)-  38 22 09.30224(N)    094 10 19.89292(W) AD(       ) 3
 JE1889  NAD 83(1986)-  38 22 09.31049(N)    094 10 19.89078(W) AD(       ) 3
 JE1889  NAD 27      -  38 22 09.23900(N)    094 10 19.09500(W) AD(       ) 3
 JE1889
 JE1889.Superseded values are not recommended for survey control.
 JE1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1889.See file dsdata.txt to determine how the superseded data were derived.
 JE1889
 JE1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9760147436(NAD 83)
 JE1889_MARKER: DS = TRIANGULATION STATION DISK
 JE1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1889
 JE1889  HISTORY     - Date     Condition        Report By
 JE1889  HISTORY     - 1948     MONUMENTED       CGS
 JE1889  HISTORY     - 1961     GOOD             LOCENG
 JE1889  HISTORY     - 1965     GOOD             CGS
 JE1889
 JE1889                          STATION DESCRIPTION
 JE1889
 JE1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1889'THE STATION IS LOCATED ABOUT 1.5 MILES WEST AND 0.5 MILE
 JE1889'NORTH OF BALLARD ON THE SOUTH SIDE OF STATE ROUTE 18 AND
 JE1889'ON LAND OWNED BY MR. CLARENCE TEETER.  IT IS 20 FEET WEST
 JE1889'OF THE DRIVEWAY INTO THE TEETER FARM YARD, 37 FEET SOUTH
 JE1889'OF THE CENTER OF STATE ROUTE 18 AND 12 FEET EAST END OF
 JE1889'STONE WALL.  IT IS STAMPED BALLARD 1948 AND SET FLUSH WITH
 JE1889'THE GROUND SURFACE.
 JE1889'
 JE1889'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 30 FEET
 JE1889'NORTH OF STATE ROUTE 18, 15 FEET EAST OF EAST END OF GATE
 JE1889'AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED BALLARD NO 1
 JE1889'1948 AND PROJECTS 2 INCHES.
 JE1889'
 JE1889'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 30 FEET
 JE1889'NORTH OF STATE ROUTE 18 AND 1 FOOT SOUTH OF FENCE LINE.  IT
 JE1889'IS STAMPED BALLARD NO 2 1948 AND SET FLUSH WITH THE GROUND.
 JE1889'
 JE1889'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, 35
 JE1889'FEET SOUTH OF THE CENTER OF STATE ROUTE 18, 2 FEET NORTH
 JE1889'OF FENCE CORNER AND 2 FEET NORTHEAST OF WITNESS POST.  IT
 JE1889'IS STAMPED BALLARD 1948 AND PROJECTS 3 INCHES.  TO REACH
 JE1889'FROM THE STATION, GO EAST ON STATE ROUTE 18 FOR 0.5 MILE
 JE1889'TO THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 JE1889'
 JE1889'THE U.S. GEOLOGICAL SURVEY BENCH MARK IS EAST OF THE STATION,
 JE1889'40 FEET NORTH OF THE CENTER OF STATE ROUTE 18, 30 FEET EAST
 JE1889'OF REA CO-OP POWER LINE POLE 272 AND 2 FEET SOUTH OF FENCE
 JE1889'LINE.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 JE1889'SET IN THE TOP OF AN 8 X 8 INCH CONCRETE POST PROJECTING
 JE1889'3 INCHES.  IT IS STAMPED TT 635 CWA 1934.
 JE1889'
 JE1889'TO REACH THE STATION FROM BALLARD, GO NORTH AND WEST ON
 JE1889'STATE ROUTE 18 FOR 2.15 MILE TO THE TEETER FARM HOUSE AND
 JE1889'STATION AS DESCRIBED ON SOUTH SIDE.
 JE1889'
 JE1889'A 74 FOOT SIGNAL AT STATION DAYTON IS VISIBLE AT 37 FEET.
 JE1889'
 JE1889'A 47 FOOT SIGNAL AT STATION BATES IS VISIBLE AT 37 FEET.
 JE1889'
 JE1889'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 JE1889
 JE1889                          STATION RECOVERY (1961)
 JE1889
 JE1889'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JE1889'RECOVERED BY AERIAL CONTROL GEO.
 JE1889'
 JE1889'ALL MARKS RECOVERED IN FAIR CONDITION.  STATION MARK IS NOW
 JE1889'0.3 BELOW SURFACE.  DESCRIPTION ADEQUATE.
 JE1889
 JE1889                          STATION RECOVERY (1965)
 JE1889
 JE1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JE1889'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JE1889'CONDITION.  THE U.S.G.S. BENCH MARK, DESCRIBED AS BEING
 JE1889'626.74 FEET EAST OF THE STATION, WAS NOT RECOVERED.
 JE1889'
 JE1889'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 JE1889'
 JE1889'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 JE1889'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7135 ***********************************************************************
 AC7135  DESIGNATION -  BANK
 AC7135  PID         -  AC7135
 AC7135  STATE/COUNTY-  MO/GREENE
 AC7135  USGS QUAD   -  SPRINGFIELD (1975)
 AC7135
 AC7135                         *CURRENT SURVEY CONTROL
 AC7135  ___________________________________________________________________
 AC7135* NAD 83(1997)-  37 10 55.91912(N)    093 18 05.46577(W)     ADJUSTED  
 AC7135* NAVD 88     -       395.9    (meters)    1299.     (feet)  GPS OBS   
 AC7135  ___________________________________________________________________
 AC7135  X           -    -293,025.599 (meters)                     COMP
 AC7135  Y           -  -5,079,646.024 (meters)                     COMP
 AC7135  Z           -   3,833,744.217 (meters)                     COMP
 AC7135  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AC7135  ELLIP HEIGHT-         366.83  (meters)          (02/17/00) GPS OBS
 AC7135  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AC7135
 AC7135  HORZ ORDER  -  FIRST
 AC7135  ELLP ORDER  -  FOURTH    CLASS I
 AC7135
 AC7135.The horizontal coordinates were established by GPS observations
 AC7135.and adjusted by the National Geodetic Survey in February 2000..
 AC7135
 AC7135.The orthometric height was determined by GPS observations and a
 AC7135.high-resolution geoid model.
 AC7135
 AC7135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7135
 AC7135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7135
 AC7135.The ellipsoidal height was determined by GPS observations
 AC7135.and is referenced to NAD 83.
 AC7135
 AC7135.The geoid height was determined by GEOID03.
 AC7135
 AC7135;                    North         East     Units Scale Factor Converg.
 AC7135;SPC MO C     -   149,972.504   428,830.224   MT  0.99999571   -0 29 03.9
 AC7135;UTM  15      - 4,115,127.253   473,236.205   MT  0.99960882   -0 10 56.0
 AC7135
 AC7135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7135!SPC MO C     -   0.99994244  x   0.99999571  =   0.99993815
 AC7135!UTM  15      -   0.99994244  x   0.99960882  =   0.99955128
 AC7135
 AC7135                          SUPERSEDED SURVEY CONTROL
 AC7135
 AC7135  NAD 83(1997)-  37 10 55.91927(N)    093 18 05.46570(W) AD(       ) 1
 AC7135  NAD 83(1986)-  37 10 55.93203(N)    093 18 05.46621(W) AD(       ) 1
 AC7135
 AC7135.Superseded values are not recommended for survey control.
 AC7135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7135.See file dsdata.txt to determine how the superseded data were derived.
 AC7135
 AC7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7323615127(NAD 83)
 AC7135_MARKER: DD = SURVEY DISK
 AC7135_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC7135_STAMPING: BANK 1974
 AC7135_MARK LOGO: MODNR 
 AC7135_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7135+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1996
 AC7135
 AC7135  HISTORY     - Date     Condition        Report By
 AC7135  HISTORY     - 1974     MONUMENTED       MODNR
 AC7135  HISTORY     - 19960823 GOOD             MODNR
 AC7135
 AC7135                          STATION DESCRIPTION
 AC7135
 AC7135'DESCRIBED BY MO DEPT OF NAT RES 1996
 AC7135'THE STATION IS LOCATED IN THE SOUTH CENTRAL PART OF SPRINGFIELD AT THE
 AC7135'INTERSECTION OF SOUTH GRANT AVENUE AND WEST SUNSHINE STREET IN SECTION
 AC7135'35, TOWNSHIP 29 NORTH, RANGE 22 WEST.  THE STATION IS A 5-5-36 INCH
 AC7135'CONCRETE POST WITH A BRASS CAP STAMPED BANK 1974.  THE UNDERGROUND
 AC7135'MARK IS A 24 INCH COPPER COATED STEEL ROD WITH A STAMPED CAP.  THE
 AC7135'STATION IS IN A GRASS STRIP SOUTH OF THE SIDEWALK ALONG THE SOUTH SIDE
 AC7135'OF WEST SUNSHINE AVENUE AND 29.4 FT (9.0 M) EAST OF THE CENTERLINE OF
 AC7135'SOUTH GRANT AVENUE.  IT IS 4.09 FT (1.25 M) SOUTHEAST OF A CUT CROSS
 AC7135'IN THE CURB, 29.58 FT (9.02 M) SOUTHWEST OF A CUT CROSS IN THE
 AC7135'SOUTHWEST CORNER OF CONCRETE BASE OF LAMP POLE, 21.85 FT (6.66 M)
 AC7135'NORTH OF A CROSS IN THE WEST SIDE OF METAL BASE OF LAMP POLE, 17.96 FT
 AC7135'(5.47 M) NORTHEAST OF THE NORTHWEST CORNER OF A STEEL GRATE COVER OVER
 AC7135'STORM SEWER INLET AND 2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 AC7135'POST. THE AZIMUTH MARK IS LOCATED ABOUT 0.41 MI (0.66 KM) WEST OF THE
 AC7135'STATION ON THE NORTH SIDE OF SUNSHINE AVENUE.  IT IS 24.4 FT (7.4 M)
 AC7135'NORTH OF THE WESTBOUND CENTERLINE OF SUNSHINE, 93.0 FT (28.3 M) WEST
 AC7135'OF THE CENTERLINE OF FORT AVENUE, 10.84 FT (3.30 M) NORTHWEST OF A
 AC7135'CROSS ON CURB, 12.13 FT (3.70 M) NORTHEAST OF A CROSS ON CURB, 6.00 FT
 AC7135'(1.83 M) SOUTHWEST OF A NAIL AND SHINER IN THE EAST SIDE OF A POWER
 AC7135'POLE, 6.0 FT (1.8 M) SOUTHWEST OF A CARSONITE WITNESS POST. AZIMUTH
 AC7135'MARK IS AN ALUMINUM CAP SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH
 AC7135'WITH THE GROUND. TO REACH THE STATION FROM THE INTERSECTION OF SOUTH
 AC7135'CAMPBELL AVENUE AND WEST SUNSHINE STREET IN THE SOUTH CENTRAL PART OF
 AC7135'SPRINGFIELD, GO WEST ON WEST SUNSHINE 0.4 MI (0.6 KM) TO SOUTH GRANT
 AC7135'STREET ON THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED. TO REACH
 AC7135'THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON WEST SUNSHINE 0.41
 AC7135'MI (0.66 KM) TO THE INTERSECTION WITH FORT AVENUE AND THE MARK
 AC7135'NORTHWEST OF THE CENTERLINE INTERSECTION AS DESCRIBED. DATE OF REPORT
 AC7135'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0831 ***********************************************************************
 GE0831  DESIGNATION -  BANNER
 GE0831  PID         -  GE0831
 GE0831  STATE/COUNTY-  MO/OREGON
 GE0831  USGS QUAD   -  BIRCH TREE (1997)
 GE0831
 GE0831                         *CURRENT SURVEY CONTROL
 GE0831  ___________________________________________________________________
 GE0831* NAD 83(1997)-  36 52 58.15427(N)    091 25 35.83642(W)     ADJUSTED  
 GE0831* NAVD 88     -       317.14   (+/-2cm)    1040.5    (feet)  VERTCON   
 GE0831  ___________________________________________________________________
 GE0831  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GE0831  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GE0831
 GE0831  HORZ ORDER  -  FIRST
 GE0831  VERT ORDER  -  THIRD ? (See Below)
 GE0831
 GE0831.The horizontal coordinates were established by classical geodetic methods
 GE0831.and adjusted by the National Geodetic Survey in February 2000..
 GE0831
 GE0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0831.The vertical order pertains to the NGVD 29 superseded value.
 GE0831
 GE0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0831
 GE0831.The geoid height was determined by GEOID03.
 GE0831
 GE0831;                    North         East     Units Scale Factor Converg.
 GE0831;SPC MO E     -   116,850.196   167,397.990   MT  1.00001736   -0 33 22.2
 GE0831;UTM  15      - 4,083,029.023   640,212.561   MT  0.99984220   +0 56 40.1
 GE0831
 GE0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0831!SPC MO E     -   0.99995486  x   1.00001736  =   0.99997222
 GE0831!UTM  15      -   0.99995486  x   0.99984220  =   0.99979707
 GE0831
 GE0831:                Primary Azimuth Mark                     Grid Az
 GE0831:SPC MO E     -  WEBB                                     002 00 46.0
 GE0831:UTM  15      -  WEBB                                     000 30 43.7
 GE0831
 GE0831|---------------------------------------------------------------------|
 GE0831| PID    Reference Object                     Distance      Geod. Az  |
 GE0831|                                                           dddmmss.s |
 GE0831| HC0735 WEBB                                APPROX.14.9 KM 0012723.8 |
 GE0831| CI0153 BANNER RM 1                          37.955 METERS 02600     |
 GE0831| CI0154 BANNER RM 2                          30.326 METERS 23424     |
 GE0831| CI0152 BANNER AZ MK                         83.008 METERS 25327     |
 GE0831|---------------------------------------------------------------------|
 GE0831
 GE0831                          SUPERSEDED SURVEY CONTROL
 GE0831
 GE0831  NAD 83(1997)-  36 52 58.16480(N)    091 25 35.83567(W) AD(       ) 1
 GE0831  NAD 83(1986)-  36 52 58.16543(N)    091 25 35.83527(W) AD(       ) 1
 GE0831  NAD 27      -  36 52 57.96900(N)    091 25 35.34500(W) AD(       ) 1
 GE0831  NGVD 29 (07/19/86)  317.03   (m)         1040.1    (f) LEVELING    3  
 GE0831
 GE0831.Superseded values are not recommended for survey control.
 GE0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0831.See file dsdata.txt to determine how the superseded data were derived.
 GE0831
 GE0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4021383029(NAD 83)
 GE0831_MARKER: DS = TRIANGULATION STATION DISK
 GE0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0831
 GE0831  HISTORY     - Date     Condition        Report By
 GE0831  HISTORY     - 1928     MONUMENTED       CGS
 GE0831  HISTORY     - 1978     GOOD             NGS
 GE0831
 GE0831                          STATION DESCRIPTION
 GE0831
 GE0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GE0831'ABOUT ONE-FOURTH MILE SOUTH OF THE OREGON-SHANNON COUNTY LINE,
 GE0831'11-1/2 MILES BY ROAD SOUTHEAST OF BIRCH TREE, 7-1/2 MILES
 GE0831'SOUTHEAST OF THE OAK GROVE SCHOOLHOUSE AND CHURCH, 2.2 MILES
 GE0831'SOUTH OF THE BANNER SCHOOLHOUSE, ON THE SOUTH SIDE OF A
 GE0831'SHALLOW LAKE KNOWN AS THE SLASH, ON A FLAT, SHORT-TIMBERED RIDGE,
 GE0831'GENTLY SLOPING ON SOUTH SIDE, NEAR WESTERN EDGE OF RIDGE, 75
 GE0831'PACES EAST OF ROAD PASSING ALONG NORTH SLOPE, AND MIDWAY
 GE0831'BETWEEN FOUR TRIANGLE-BLAZED 8-INCH OAK TREES.  TO REACH FROM
 GE0831'BIRCH TREE, GO SOUTHEAST ABOUT 4.3 MILES TO THE OAK GROVE
 GE0831'CHURCH AND SCHOOL, THENCE EAST AND SOUTH 5.7 MILES TO THE
 GE0831'BANNER SCHOOLHOUSE, THEN SOUTH 1.8 MILES TO END OF COUNTRY
 GE0831'ROAD AT C.C. ROSS HOUSE.  THERE PASS THROUGH WIRE GAP WEST
 GE0831'OF THE ROSS HOUSE AND FOLLOW ROAD THROUGH WOODS 0.6 MILE TO
 GE0831'SMALL HOUSE IN CLEARING ON LEFT OF ROAD AND CONTINUE SOUTH
 GE0831'AND EAST 0.4 MILE TO STATION.  ABOUT 200 YARDS WEST OF
 GE0831'STATION, ROAD FORKS AT TRIANGULAR BLAZE ON TREE WHERE TAKE
 GE0831'LEFT FORK.  STATION IS ON HIGHEST POINT OF RIDGE, 50
 GE0831'YARDS FROM LEFT SIDE OF ROAD.  TWO OAK TREES MARKED
 GE0831'WITH TRIANGULAR BLAZES ARE ON LEFT SIDE OF ROAD ABOUT 50
 GE0831'PACES WEST OF STATION.  SURFACE AND UNDERGROUND MARKS
 GE0831'ARE STANDARD STATION DISKS IN CONCRETE.
 GE0831'UPPER MARK PROJECTS 6 INCHES.  LOWER MARK IS 5
 GE0831'FEET BELOW THE SURFACE.  REFERENCE MARKS ARE STANDARD
 GE0831'REFERENCE DISKS IN CONCRETE.  NO. 1 PROJECTS 4
 GE0831'INCHES ABOVE SURFACE, AND IS 37.955 METERS (124.52 FEET)
 GE0831'FROM STATION N 25 DEG 59 MIN E.  NO. 2 IS 30.325
 GE0831'METERS (99.49 FEET) FROM STATION S 54 DEG 24 MIN W.
 GE0831'IN 1934 AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 GE0831'STATION.  AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 GE0831'STAMPED BANNER AZI. 1934, PROJECTING ABOUT 14
 GE0831'INCHES ABOVE GROUND, AND IS 83.008 METERS (272.34 FEET) FROM
 GE0831'STATION S 73 DEG 27 MIN W.
 GE0831
 GE0831                          STATION RECOVERY (1978)
 GE0831
 GE0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 GE0831'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH WERE
 GE0831'RECOVERED IN GOOD CONDITION.  THE
 GE0831'DISTANCE AND DIRECTION TO THE
 GE0831'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1934 DATA.  THE
 GE0831'STATION WAS USED AS A CHECK ANGLE STATION AND OBSERVATIONS
 GE0831'WERE MADE TO THE AZIMUTH AND REFERENCE MARKS ONLY.  THE
 GE0831'AZIMUTH MARK WAS POSITIONED BY COMBINING THE 1934 AND 1978
 GE0831'DATA.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GE0831'
 GE0831'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF WINONA,
 GE0831'8-1/2 MILES
 GE0831'SOUTHEAST OF BIRCH TREE, 1/4 MILE SOUTH OF THE OREGON-SHANNON
 GE0831'COUNTY LINE, AND IN THE NORTHEAST 1/4 OF SECTION 31,
 GE0831'T 25 N, R 4 W, AND ON PROPERTY OF THE U.S. FOREST SERVICE.
 GE0831'PERMISSION WAS OBTAINED FROM MR. W.J. VOYLES, WINONA
 GE0831'DISTRICT.  TELEPHONE NUMBER 325-4233.
 GE0831'
 GE0831'TO REACH THE STATION FROM THE JUNCTION
 GE0831'OF U.S. HIGHWAY 60 AND STATE HIGHWAY 99 AT THE NORTH EDGE OF
 GE0831'BIRCH TREE.  GO SOUTH ON STATE HIGHWAY 99 FOR 2.4 MILES TO THE
 GE0831'JUNCTION OF COUNTY ROUTE Y ON THE LEFT.  TURN LEFT AND GO
 GE0831'EASTERLY ON COUNTY ROUTE Y FOR 4.7 MILES TO END OF THE
 GE0831'PAVEMENT AT A CROSSROADS.  TURN RIGHT AND GO SOUTH ON THE
 GE0831'GRAVEL ROAD FOR 1.9 MILES TO A CROSSROAD.  CONTINUE SOUTH
 GE0831'ON THE GRAVEL ROAD FOR 1.5 MILES TO A CROSSROAD.  CONTINUE
 GE0831'SOUTHERLY ON THE GRAVEL ROAD FOR 0.6 MILES TO A FORK.  TAKE
 GE0831'THE LEFT FORK AND CONTINUE SOUTHERLY ON THE MAIN ROAD FOR
 GE0831'0.15 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 GE0831'EASTERLY ON THE TRACK ROAD FOR 0.1 MILE TO A TRACK ROAD ON
 GE0831'THE LEFT.  (TO REACH THE AZIMUTH MARK FROM HERE.  TURN
 GE0831'RIGHT ON A DIM TRACK ROAD AND GO SOUTHERLY FOR 0.05 MILE
 GE0831'TO AZIMUTH ON THE RIGHT.) TURN LEFT AND GO EASTERLY ON
 GE0831'THE TRACK ROAD FOR 0.1 MILE TO THE END OF THE TRACK ROAD
 GE0831'AND THE STATION SITE.
 GE0831'
 GE0831'THE STATION MARKS ARE STANDARD DISKS STAMPED---BANNER 1928---.
 GE0831'THE SURFACE DISK IS SET IN THE TOP OF A 14-INCH SQUARE
 GE0831'CONCRETE MONUMENT WHICH
 GE0831'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE AND
 GE0831'HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT IS 9 FEET
 GE0831'EAST OF AN 11-INCH OAK TREE, 6.6 FEET WEST OF A 4-INCH
 GE0831'PINE TREE AND 6.0 FEET SOUTH OF A 3-INCH PINE TREE.  THE
 GE0831'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 GE0831'CONCRETE 5 FEET BELOW THE SURFACE OF THE GROUND.
 GE0831'
 GE0831'REFERENCE MARK 1, A STANDARD DISK STAMPED---BANNER NO 1
 GE0831'1928---IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GE0831'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 GE0831'7.0 FEET EAST OF A 6-INCH OAK TREE, 13.0 FEET WEST OF A
 GE0831'4-INCH PINE TREE AND 11.0 FEET SOUTH OF A 15-INCH OAK STUMP.
 GE0831'
 GE0831'REFERENCE MARK 2, A STANDARD DISK STAMPED---BANNER NO 2
 GE0831'1928---IS SET IN THE TOP OF A
 GE0831'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GE0831'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 10.6 FEET
 GE0831'SOUTHWEST 0F A 4-INCH PINE TREE AND 9.5 FEET NORTHEAST OF A
 GE0831'4-INCH OAK TREE.
 GE0831'
 GE0831'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK
 GE0831'STAMPED---BANNER AZI 1934---IS SET
 GE0831'IN THE TOP OF A 12-INCH CYLINDRICAL
 GE0831'CONCRETE MONUMENT WHICH PROJECTS 12 INCHES ABOVE THE SURFACE
 GE0831'OF THE GROUND AND HAS A METAL ROD DRIVEN NEXT TO THE
 GE0831'MONUMENT.  IT IS 4.5 FEET NORTHEAST OF A 10-INCH OAK
 GE0831'TREE AND 11.5 FEET SOUTH OF A 4-INCH PINE TREE.
 GE0831'
 GE0831'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1188 ***********************************************************************
 KD1188  DESIGNATION -  BARNES
 KD1188  PID         -  KD1188
 KD1188  STATE/COUNTY-  MO/CHARITON
 KD1188  USGS QUAD   -  NEW FRANKFORT (1979)
 KD1188
 KD1188                         *CURRENT SURVEY CONTROL
 KD1188  ___________________________________________________________________
 KD1188* NAD 83(1997)-  39 19 34.95181(N)    093 00 04.73549(W)     ADJUSTED  
 KD1188* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 KD1188  ___________________________________________________________________
 KD1188  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 KD1188  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KD1188
 KD1188  HORZ ORDER  -  SECOND
 KD1188
 KD1188.The horizontal coordinates were established by classical geodetic methods
 KD1188.and adjusted by the National Geodetic Survey in February 2000..
 KD1188
 KD1188.The orthometric height was scaled from a topographic map.
 KD1188
 KD1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1188
 KD1188.The geoid height was determined by GEOID03.
 KD1188
 KD1188;                    North         East     Units Scale Factor Converg.
 KD1188;SPC MO C     -   387,781.968   456,775.835   MT  0.99995633   -0 19 03.7
 KD1188;UTM  15      - 4,352,995.841   499,886.621   MT  0.99960000   -0 00 03.0
 KD1188
 KD1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1188!SPC MO C     -   0.99997513  x   0.99995633  =   0.99993146
 KD1188!UTM  15      -   0.99997513  x   0.99960000  =   0.99957514
 KD1188
 KD1188|---------------------------------------------------------------------|
 KD1188| PID    Reference Object                     Distance      Geod. Az  |
 KD1188|                                                           dddmmss.s |
 KD1188| CL8875 BARNES RM 1                          27.932 METERS 19157     |
 KD1188| KD1187 TTS 1494                            212.393 METERS 27040     |
 KD1188| CL8876 BARNES RM 2                          28.443 METERS 27432     |
 KD1188| CL8874 BARNES AZ MK                                       3365911.2 |
 KD1188|---------------------------------------------------------------------|
 KD1188
 KD1188                          SUPERSEDED SURVEY CONTROL
 KD1188
 KD1188  NAD 83(1986)-  39 19 34.95608(N)    093 00 04.73938(W) AD(       ) 2
 KD1188  NAD 27      -  39 19 34.85920(N)    093 00 04.04440(W) AD(       ) 2
 KD1188
 KD1188.Superseded values are not recommended for survey control.
 KD1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1188.See file dsdata.txt to determine how the superseded data were derived.
 KD1188
 KD1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD9988752996(NAD 83)
 KD1188_MARKER: DS = TRIANGULATION STATION DISK
 KD1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1188
 KD1188  HISTORY     - Date     Condition        Report By
 KD1188  HISTORY     - 1948     MONUMENTED       CGS
 KD1188
 KD1188                          STATION DESCRIPTION
 KD1188
 KD1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1188'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF DALTON, ABOUT 1
 KD1188'MILE NORTH OF THE MISSOURI RIVER, ON PROPERTY OWNED BY MR. B.F.
 KD1188'BARNES.  IT IS 35 FEET WEST-NORTHWEST OF A 16 INCH CEDAR TREE,
 KD1188'AND 28 FEET SOUTH OF AN EAST-WEST DIRT ROAD.  THE DISK IS STAMPED
 KD1188'BARNES 1948 AND PROJECTS 4 INCHES.
 KD1188'
 KD1188'REFERENCE MARK NO. 1 IS 91.64 FEET SOUTH OF THE STATION, 29 FEET
 KD1188'EAST OF THE NORTHEAST CORNER OF A WHITE FARM HOUSE, AND 8
 KD1188'INCHES NORTHWEST OF A GATE POST.  THE DISK IS STAMPED BARNES
 KD1188'NO 1 1948 AND PROJECTS 6 INCHES.
 KD1188'
 KD1188'REFERENCE MARK NO. 2 IS 93.32 FEET WEST OF THE STATION, AND 21
 KD1188'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE DISK IS STAMPED
 KD1188'BARNES NO 2 1948 AND PROJECTS 8 INCHES.
 KD1188'
 KD1188'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION, 19
 KD1188'FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, AND 1 FOOT
 KD1188'SOUTHEAST OF A 6 INCH FENCE POST.  THE DISK IS STAMPED BARNES
 KD1188'1948 AND PROJECTS 6 INCHES.
 KD1188'
 KD1188'A TRAVERSE CONNECTION WAS MADE TO TT STA NO 1494 192 ERA/USGS)
 KD1188'WHICH IS 696.82 FEET OR 212.392 METERS WEST OF THE STATION.  IT
 KD1188'IS 25 FEET SOUTH-SOUTHEAST OF THE CENTER OF A T ROAD INTERSECTION,
 KD1188'AND 9 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  IT
 KD1188'IS A USGS DISK STAMPED TT STA NO 1494 192 ERA.  IT IS SET
 KD1188'IN THE TOP OF A 6 INCH CONCRETE POST AND PROJECTS 14 INCHES.
 KD1188'
 KD1188'TO REACH THE STATION FROM THE RAILROAD CROSSING, JUST EAST OF
 KD1188'THE DEPOT IN DALTON, GO SOUTH FOR 0.3 MILE TO A SIDE ROAD RIGHT.
 KD1188'TURN RIGHT AND GO WEST FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN
 KD1188'LEFT AND GO SOUTH FOR 4.25 MILES TO THE AZIMUTH MARK ON THE
 KD1188'LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO A SIDE ROAD
 KD1188'LEFT AND THE USGS MARK.  TURN LEFT AND GO 0.1 MILE TO THE
 KD1188'STATION ON THE RIGHT AS DESCRIBED.
 KD1188'
 KD1188'AN 87 FOOT SIGNAL AT KEYTESVILLE IS VISIBLE AT 37 FEET.
 KD1188'
 KD1188'A 74 FOOT SIGNAL AT SALEM IS VISIBLE AT 64 FEET.
 KD1188'
 KD1188'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1208 ***********************************************************************
 GD1208  DESIGNATION -  BARNES AZ MK 2
 GD1208  PID         -  GD1208
 GD1208  STATE/COUNTY-  MO/NEW MADRID
 GD1208  USGS QUAD   -  HENDERSON MOUND (1969)
 GD1208
 GD1208                         *CURRENT SURVEY CONTROL
 GD1208  ___________________________________________________________________
 GD1208* NAD 83(1997)-  36 40 17.51753(N)    089 24 04.35459(W)     ADJUSTED  
 GD1208* NAVD 88     -        98.041  (meters)     321.66   (feet)  ADJUSTED  
 GD1208  ___________________________________________________________________
 GD1208  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 GD1208  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1208  DYNAMIC HT  -          97.965 (meters)     321.41  (feet)  COMP
 GD1208  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 GD1208
 GD1208  HORZ ORDER  -  SECOND
 GD1208  VERT ORDER  -  FIRST     CLASS I
 GD1208
 GD1208.The horizontal coordinates were established by classical geodetic methods
 GD1208.and adjusted by the National Geodetic Survey in February 2000..
 GD1208
 GD1208.The orthometric height was determined by differential leveling
 GD1208.and adjusted by the National Geodetic Survey in June 1991..
 GD1208
 GD1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1208
 GD1208.The geoid height was determined by GEOID03.
 GD1208
 GD1208.The dynamic height is computed by dividing the NAVD 88
 GD1208.geopotential number by the normal gravity value computed on the
 GD1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1208.degrees latitude (g = 980.6199 gals.).
 GD1208
 GD1208.The modeled gravity was interpolated from observed gravity values.
 GD1208
 GD1208;                    North         East     Units Scale Factor Converg.
 GD1208;SPC MO E     -    93,566.000   348,219.460   MT  1.00005214   +0 39 22.6
 GD1208;UTM  16      - 4,061,121.764   285,416.152   MT  1.00016732   -1 26 04.6
 GD1208
 GD1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1208!SPC MO E     -   0.99998905  x   1.00005214  =   1.00004119
 GD1208!UTM  16      -   0.99998905  x   1.00016732  =   1.00015637
 GD1208
 GD1208|---------------------------------------------------------------------|
 GD1208| PID    Reference Object                     Distance      Geod. Az  |
 GD1208|                                                           dddmmss.s |
 GD1208| GD1581 NEW BARNES                          212.864 METERS 21709     |
 GD1208| GD1445 BARNES RESET                        364.372 METERS 30433     |
 GD1208|---------------------------------------------------------------------|
 GD1208
 GD1208                          SUPERSEDED SURVEY CONTROL
 GD1208
 GD1208  NAD 83(1997)-  36 40 17.51757(N)    089 24 04.35431(W) AD(       ) 2
 GD1208  NAD 83(1997)-  36 40 17.51801(N)    089 24 04.35414(W) AD(       ) 2
 GD1208  NAD 83(1997)-  36 40 17.52332(N)    089 24 04.35288(W) AD(       ) 2
 GD1208  NAD 83(1986)-  36 40 17.53022(N)    089 24 04.35437(W) AD(       ) 2
 GD1208  NAD 27      -  36 40 17.31950(N)    089 24 04.09146(W) AD(       ) 2
 GD1208  NGVD 29 (??/??/??)   97.922  (m)          321.27   (f) ADJUSTED    1 1
 GD1208
 GD1208.Superseded values are not recommended for survey control.
 GD1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1208.See file dsdata.txt to determine how the superseded data were derived.
 GD1208
 GD1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8541661122(NAD 83)
 GD1208_MARKER: DZ = AZIMUTH MARK DISK
 GD1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1208_SP_SET: CONCRETE POST
 GD1208_STAMPING: BARNES 1929 1970
 GD1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1208+STABILITY: SURFACE MOTION
 GD1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1208+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1990
 GD1208
 GD1208  HISTORY     - Date     Condition        Report By
 GD1208  HISTORY     - 1970     MONUMENTED       NGS
 GD1208  HISTORY     - 1976     GOOD             NGS
 GD1208  HISTORY     - 19901023 SEE DESCRIPTION  NGS
 GD1208
 GD1208                          STATION DESCRIPTION
 GD1208
 GD1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1208'9.2 MI NE FROM NEW MADRID.
 GD1208'9.2 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1208'THE JUNCTION OF VANDENVENDER AVENUUE, ABOUT 0.05 MILE NORTHEAST
 GD1208'OF A POINT WHERE MAIN ROAD CROSSES LEVEE, 2 FEET SOUTHWEST OF A
 GD1208'CROSS TIE FENCE CORNER AND 26 FEET SOUTHEAST OF CENTERLINE OF
 GD1208'BANQUETTE ROAD.
 GD1208'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  ABOUT
 GD1208'LEVEL WITH THE TOP OF THE LEVEE.  1 FOOT NORTHEAST OF A WITNESS POST.
 GD1208
 GD1208                          STATION RECOVERY (1990)
 GD1208
 GD1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1208'THERE ARE A LOT OF CHANGES AT THIS STATION, THIS MARK WAS NOT
 GD1208'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1445 ***********************************************************************
 GD1445  DESIGNATION -  BARNES RESET
 GD1445  PID         -  GD1445
 GD1445  STATE/COUNTY-  MO/NEW MADRID
 GD1445  USGS QUAD   -  HENDERSON MOUND (1969)
 GD1445
 GD1445                         *CURRENT SURVEY CONTROL
 GD1445  ___________________________________________________________________
 GD1445* NAD 83(1997)-  36 40 24.21982(N)    089 24 16.44178(W)     ADJUSTED  
 GD1445* NAVD 88     -        96.158  (meters)     315.48   (feet)  ADJUSTED  
 GD1445  ___________________________________________________________________
 GD1445  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 GD1445  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1445  DYNAMIC HT  -          96.083 (meters)     315.23  (feet)  COMP
 GD1445  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 GD1445
 GD1445  HORZ ORDER  -  FIRST
 GD1445  VERT ORDER  -  FIRST     CLASS I
 GD1445
 GD1445.The horizontal coordinates were established by classical geodetic methods
 GD1445.and adjusted by the National Geodetic Survey in February 2000..
 GD1445
 GD1445.The orthometric height was determined by differential leveling
 GD1445.and adjusted by the National Geodetic Survey in June 1991..
 GD1445
 GD1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1445
 GD1445.The geoid height was determined by GEOID03.
 GD1445
 GD1445.The dynamic height is computed by dividing the NAVD 88
 GD1445.geopotential number by the normal gravity value computed on the
 GD1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1445.degrees latitude (g = 980.6199 gals.).
 GD1445
 GD1445.The modeled gravity was interpolated from observed gravity values.
 GD1445
 GD1445;                    North         East     Units Scale Factor Converg.
 GD1445;SPC MO E     -    93,769.165   347,916.962   MT  1.00005141   +0 39 15.5
 GD1445;SPC KY1Z     - 1,044,139.842 1,173,358.059   MT  1.00012328   -2 14 37.5
 GD1445;SPC KY1Z     - 3,425,648.80  3,849,592.23   sFT  1.00012328   -2 14 37.5
 GD1445;SPC KY S     -   544,055.770   173,392.565   MT  1.00001142   -2 12 58.9
 GD1445;SPC KY S     - 1,784,956.31    568,872.11   sFT  1.00001142   -2 12 58.9
 GD1445;SPC TN       -   264,931.579   295,707.018   MT  1.00005562   -1 59 35.4
 GD1445;SPC TN       -   869,196.36    970,165.44   sFT  1.00005562   -1 59 35.4
 GD1445;UTM  16      - 4,061,335.856   285,121.235   MT  1.00016888   -1 26 12.1
 GD1445
 GD1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1445!SPC MO E     -   0.99998935  x   1.00005141  =   1.00004076
 GD1445!SPC KY1Z     -   0.99998935  x   1.00012328  =   1.00011263
 GD1445!SPC KY S     -   0.99998935  x   1.00001142  =   1.00000077
 GD1445!SPC TN       -   0.99998935  x   1.00005562  =   1.00004497
 GD1445!UTM  16      -   0.99998935  x   1.00016888  =   1.00015823
 GD1445
 GD1445:                Primary Azimuth Mark                     Grid Az
 GD1445:SPC MO E     -  EAST PRAIRIE MUNICIPAL TANK              007 43 42.6
 GD1445:SPC KY1Z     -  EAST PRAIRIE MUNICIPAL TANK              010 37 35.6
 GD1445:SPC KY S     -  EAST PRAIRIE MUNICIPAL TANK              010 35 57.0
 GD1445:SPC TN       -  EAST PRAIRIE MUNICIPAL TANK              010 22 33.5
 GD1445:UTM  16      -  EAST PRAIRIE MUNICIPAL TANK              009 49 10.2
 GD1445
 GD1445|---------------------------------------------------------------------|
 GD1445| PID    Reference Object                     Distance      Geod. Az  |
 GD1445|                                                           dddmmss.s |
 GD1445| GD1606 EAST PRAIRIE MUNICIPAL TANK         APPROX.12.1 KM 0082258.1 |
 GD1445| CG3174 BARNES RM 1                         119.200 METERS 06347     |
 GD1445| CG3176 BARNES RM 3                          61.082 METERS 09547     |
 GD1445| GD1210 BARNES RM 4                          16.526 METERS 10820     |
 GD1445| GD1208 BARNES AZ MK 2                      364.372 METERS 12432     |
 GD1445| GD1581 NEW BARNES                          413.536 METERS 1552906.2 |
 GD1445| GD1209 BARNES RM 5                           6.789 METERS 21743     |
 GD1445| GD1811 NEW MADRID WATER TANK               APPROX.14.4 KM 2293357.0 |
 GD1445| GD1940 BARNES AZ MK                                       2734853.6 |
 GD1445| CG3175 BARNES RM 2 AZIMUTH                 123.124 METERS 29704     |
 GD1445|---------------------------------------------------------------------|
 GD1445
 GD1445                          SUPERSEDED SURVEY CONTROL
 GD1445
 GD1445  NAD 83(1997)-  36 40 24.21986(N)    089 24 16.44147(W) AD(       ) 1
 GD1445  NAD 83(1997)-  36 40 24.22030(N)    089 24 16.44131(W) AD(       ) 1
 GD1445  NAD 83(1997)-  36 40 24.22579(N)    089 24 16.44022(W) AD(       ) 1
 GD1445  NAD 83(1986)-  36 40 24.23254(N)    089 24 16.44179(W) AD(       ) 1
 GD1445  NAD 27      -  36 40 24.02100(N)    089 24 16.17800(W) AD(       ) 1
 GD1445  NGVD 29 (??/??/??)   96.039  (m)          315.09   (f) ADJUSTED    1 1
 GD1445
 GD1445.Superseded values are not recommended for survey control.
 GD1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1445.See file dsdata.txt to determine how the superseded data were derived.
 GD1445
 GD1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8512161336(NAD 83)
 GD1445_MARKER: DS = TRIANGULATION STATION DISK
 GD1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1445_SP_SET: CONCRETE POST
 GD1445_STAMPING: BARNES 1929 1970
 GD1445_PROJECTION: FLUSH
 GD1445_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1445
 GD1445  HISTORY     - Date     Condition        Report By
 GD1445  HISTORY     - 1970     MONUMENTED       NGS
 GD1445  HISTORY     - 1976     GOOD             NGS
 GD1445  HISTORY     - 1977     GOOD             NGS
 GD1445  HISTORY     - 19961101 GOOD             USE
 GD1445
 GD1445                          STATION DESCRIPTION
 GD1445
 GD1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1445'THE UNDERGROUND STATION MARK AND REFERENCE MARK 3 WERE FOUND IN GOOD
 GD1445'CONDITION.  RM 2 WAS NOT FOUND AND ASSUMED DESTROYED BY GRADING.
 GD1445'THE AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.  THE
 GD1445'DIRECTION TO REFERENCE MARK 3 CHECKED BUT THE DISTANCE WAS FOUND
 GD1445'TO BE 0.10 OF A FOOT SHORTER THAN THE PREVIOUS MEASUREMENT AND THIS
 GD1445'WAS MEASURING THE MARK SLOPE.  A NEW SURFACE STATION MARK,
 GD1445'UNDERGROUND STATION MARK WERE SET HOLDING THE POINT OF THE
 GD1445'ORIGINAL UNDERGROUND MARK.  REFERENCE MARKS 4 AND 5 AND A NEW
 GD1445'AZIMUTH MARK WERE SET.  REFERENCE MARK 3 WAS FOUND IN A
 GD1445'CULTIVATED FIELD AND WAS DESTROYED AT THE REQUEST OF THE PROPERTY
 GD1445'OWNER.  A NEW DESCRIPTION FOLLOWS.
 GD1445'
 GD1445'THE STATION IS LOCATED ABOUT 9-1/2 MILES EAST OF KEWANEE, ON THE TOP
 GD1445'OF A PROMINENT SAND DUNE OWNED BY MR. CLIFFORD LA PLANK, 112 FEET
 GD1445'SOUTH OF A PASTURE FENCE, 166 FEET NORTH OF THE NORTHWEST CORNER OF
 GD1445'A LARGE BARN, 199 FEET SOUTHWEST OF A POWER TRANSFORMER POLE, 56
 GD1445'FEET NORTHWEST OF A FENCE CORNER, 18 FEET NORTH OF A FENCE AND 22
 GD1445'FEET NORTHEAST OF A METAL WITNESS POST.  THE MONUMENT IS 18
 GD1445'INCHES UNDERGROUND AND THE DISK IS STAMPED BARNES 1929 1970.
 GD1445'
 GD1445'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD P AND
 GD1445'INTERSTATE HIGHWAY I 55 ABOUT 2 MILES EAST OF KEWANEE, GO EAST ON
 GD1445'ROAD P FOR 0.75 MILE TO THE JUNCTION OF COUNTY ROAD V.  CONTINUE
 GD1445'EAST ON RD. P FOR 2.9 MILES TO A CONCRETE BRIDGE.  CONTINUE EAST ON
 GD1445'RD. P FOR 2.2 MILES TO ANOTHER CONCRETE BRIDGE.  CONTINUE EAST ON
 GD1445'RD. P FOR 1.45 MILES TO THE JUNCTION OF COUNTY ROAD BB TO THE NORTH.
 GD1445'CONTINUE EAST ON RD. P FOR 0.3 MILE TO THE STATION ON THE SAND
 GD1445'DUNE ON THE RIGHT.
 GD1445'
 GD1445'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND SOUTHEAST ON
 GD1445'THE ROAD, UNDER CONSTRUCTION AT PRESENT TIME, FOR ABOUT 0.3 MILE TO
 GD1445'THE TOP OF LEVEE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GD1445'
 GD1445'REFERENCE MARK 4 IS 145 FEET NORTH OF THE NORTHEAST CORNER OF THE
 GD1445'BARN, 164 FEET SOUTHWEST OF THE POWER POLE, 2 FEET NORTHWEST OF THE
 GD1445'FENCE CORNER, AND IN AN EAST-WEST FENCE LINE.  MONUMENT PROJECTS 2
 GD1445'INCHES AND THE DISK IS STAMPED BARNES 1929 NO 4 1970.
 GD1445'
 GD1445'REFERENCE MARK 5 IS 67 FEET WEST OF THE FENCE CORNER, 149 FEET
 GD1445'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 1 FOOT WEST OF
 GD1445'A METAL WITNESS POST AND IN THE EAST-WEST FENCE LINE.  MONUMENT
 GD1445'PROJECTS 2 INCHES AND THE DISK IS STAMPED BARNES 1929 NO 5 1970.
 GD1445'
 GD1445'THE AZIMUTH MARK IS LOCATED ON THE NORTHWEST SIDE OF LEVEE ABOUT
 GD1445'0.05 MILE NORTHEAST OF POINT WHERE MAIN ROAD CROSSES LEVEE, 9 FEET
 GD1445'NORTHWEST OF CENTERLINE OF LEVEE AND GRAVELED ROAD, 2 FEET
 GD1445'SOUTHWEST OF A CROSS TIE FENCE CORNER POST, 1 FOOT NORTHEAST OF A
 GD1445'METAL WITNESS POST, AND 26 FEET SOUTHEAST OF CENTERLINE OF BANQUETTE
 GD1445'ROAD.  MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED BARNES 1929
 GD1445'1970.
 GD1445'
 GD1445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 8 MILES
 GD1445'SOUTH OF EAST PRAIRIE.
 GD1445'
 GD1445'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1445
 GD1445                          STATION RECOVERY (1976)
 GD1445
 GD1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1445'9.5 MI NE FROM NEW MADRID.
 GD1445'9.5 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1445'THE JUNCTION OF VANDENVENDER AVENUE, THENCE 0.3 MILE WEST ALONG A
 GD1445'BLACKTOP ROAD, 112 FEET SOUTH OF A PASTURE FENCE, 166 FEET NORTH
 GD1445'OF THE NORTHEAST CORNER OF BARN, 199 FEET SOUTHWEST OF A POWER
 GD1445'LINE POLE WITH A TRANSFORMER, 54.8 FEET WEST OF A NORTH-SOUTH
 GD1445'FENCE, AND 127 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD.
 GD1445'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  20 FEET
 GD1445'ABOVE A BLACK TOP ROAD.  1 FOOT NORTHWEST OF A WITNESS POST.
 GD1445
 GD1445                          STATION RECOVERY (1977)
 GD1445
 GD1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1445'THE STATION MARK, REFERENCE MARKS 4 AND 5, AND THE AZIMUTH
 GD1445'MARK WERE RECOVERED IN GOOD CONDITION. THE DIRECTION TO THE
 GD1445'MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 5 CHECKED BUT A
 GD1445'LONGER DISTANCE OF 0.009 METER WAS NOTED TO REFERENCE MARK 4
 GD1445'AND A SHORTER DISTANCE OF 0.010 METER NOTED BETWEEN THE
 GD1445'REFERENCE MARKS.  A NEW DESCRIPTION FOLLOWS.
 GD1445'
 GD1445'THE STATION IS LOCATED 10 MILES NORTHEAST OF NEW MADRID, 8
 GD1445'MILES EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE
 GD1445'ROUTE P, 0.2 MILE WEST OF THE LEVEE, ON A 40 FOOT HIGH SAND
 GD1445'KNOLL, FENCED FOR CATTLE AND ON PROPERTY OF CHARLES LA PLANT.
 GD1445'
 GD1445'TO REACH THE STATION FROM THE JUNCTION MENTIONED ABOVE, GO
 GD1445'EAST ON ROUTE P FOR 6.9 MILES TO ITS JUNCTION WITH STATE
 GD1445'ROUTE BB ON THE LEFT.  CONTINUE EAST ON ROUTE P FOR 0.35 MILE
 GD1445'TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT, SOUTH AND WEST, FOR
 GD1445'0.1 MILE TO A METAL BARN.  PASS THROUGH BARN AND FEED LOT FOR
 GD1445'200 FEET TO NORTHWEST CORNER OF LOT AND GATE.  TURN SHARP
 GD1445'RIGHT, NORTH, THROUGH GATE, FOR 0.05 MILE TO TOP OF KNOLL
 GD1445'AND STATION.
 GD1445'
 GD1445'STATION MARKS, STAMPED---BARNES 1929 1970---, ARE STANDARD
 GD1445'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF AN IRREGULAR
 GD1445'CONCRETE MASS 18 INCHES BELOW GROUND.  IT IS 165.4 FEET
 GD1445'NORTH OF THE NORTHWEST CORNER OF THE BARN, 53.8 FEET WEST OF
 GD1445'A BOARD FENCE, 35 FEET SOUTH OF THE NORTH EDGE OF THE KNOLL
 GD1445'AND 4.5 FEET EAST OF A METAL WITNESS POST.  UNDERGROUND
 GD1445'DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS
 GD1445'40 INCHES BELOW GROUND.
 GD1445'
 GD1445'REFERENCE MARK 4, STAMPED---BARNES 1929 NO 4 1970---, IS A
 GD1445'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1445'MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS 145.1 FEET
 GD1445'NORTH OF THE NORTHEAST CORNER OF THE BARN, 58.6 FEET
 GD1445'EAST-SOUTHEAST OF THE WITNESS POST, 4.8 FEET SOUTHWEST OF
 GD1445'A FENCE POST AND 4 FEET WEST OF THE FENCE.
 GD1445'
 GD1445'REFERENCE MARK 5, STAMPED---BARNES 1929 NO 5 1970---, IS A
 GD1445'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1445'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 68.2 FEET
 GD1445'WEST OF THE FENCE LINE, 35 FEET SOUTHWEST OF HIGH GROUND AND
 GD1445'20.3 FEET SOUTH-SOUTHWEST OF THE WITNESS POST.
 GD1445'
 GD1445'AZIMUTH MARK, STAMPED---BARNES 1929 1970---, IS A STANDARD
 GD1445'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 GD1445'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 100 FEET NORTHEAST
 GD1445'OF A DIRT ROAD FORK, 18 FEET SOUTHEAST OF THE CENTER OF A
 GD1445'TRACK ROAD, 13 FEET NORTHWEST OF THE CENTER OF THE LEVEE
 GD1445'ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  TO
 GD1445'REACH THIS MARK FROM THE STATION, GO EAST AND SOUTH ON ROUTE
 GD1445'P FOR 0.2 MILE TO THE LEVEE ROAD ON THE LEFT.  TURN SHARP
 GD1445'LEFT AND GO NORTHEAST FOR 0.05 MILE TO THE MARK ON THE LEFT.
 GD1445'
 GD1445'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 GD1445'REFERENCE MARKS 4 AND 5 AND THE AZIMUTH MARK.
 GD1445'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.3 METERS.
 GD1445
 GD1445                          STATION RECOVERY (1996)
 GD1445
 GD1445'RECOVERY NOTE BY US ENGINEERS 1996 (DB)
 GD1445'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1210 ***********************************************************************
 GD1210  DESIGNATION -  BARNES RM 4
 GD1210  PID         -  GD1210
 GD1210  STATE/COUNTY-  MO/NEW MADRID
 GD1210  USGS QUAD   -  HENDERSON MOUND (1969)
 GD1210
 GD1210                         *CURRENT SURVEY CONTROL
 GD1210  ___________________________________________________________________
 GD1210* NAD 83(1986)-  36 40 19.     (N)    089 24 20.     (W)     SCALED    
 GD1210* NAVD 88     -        95.372  (meters)     312.90   (feet)  ADJUSTED  
 GD1210  ___________________________________________________________________
 GD1210  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1210  DYNAMIC HT  -          95.298 (meters)     312.66  (feet)  COMP
 GD1210  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 GD1210
 GD1210  VERT ORDER  -  FIRST     CLASS I
 GD1210
 GD1210.The horizontal coordinates were scaled from a topographic map and have
 GD1210.an estimated accuracy of +/- 6 seconds.
 GD1210
 GD1210.The orthometric height was determined by differential leveling
 GD1210.and adjusted by the National Geodetic Survey in June 1991..
 GD1210
 GD1210.The geoid height was determined by GEOID03.
 GD1210
 GD1210.The dynamic height is computed by dividing the NAVD 88
 GD1210.geopotential number by the normal gravity value computed on the
 GD1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1210.degrees latitude (g = 980.6199 gals.).
 GD1210
 GD1210.The modeled gravity was interpolated from observed gravity values.
 GD1210
 GD1210;                    North         East    Units  Estimated Accuracy
 GD1210;SPC MO E     -    93,610.      347,830.      MT  (+/- 180 meters Scaled)
 GD1210
 GD1210                          SUPERSEDED SURVEY CONTROL
 GD1210
 GD1210  NGVD 29 (??/??/??)   95.253  (m)          312.51   (f) ADJUSTED    1 1
 GD1210
 GD1210.Superseded values are not recommended for survey control.
 GD1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1210.See file dsdata.txt to determine how the superseded data were derived.
 GD1210
 GD1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF850611(NAD 83)
 GD1210_MARKER: DR = REFERENCE MARK DISK
 GD1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1210_SP_SET: CONCRETE POST
 GD1210_STAMPING: BARNES 1929 NO 4 1970
 GD1210_MARK LOGO: NGS   
 GD1210_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1210+STABILITY: SURFACE MOTION
 GD1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1210+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1990
 GD1210
 GD1210  HISTORY     - Date     Condition        Report By
 GD1210  HISTORY     - 1970     MONUMENTED       NGS
 GD1210  HISTORY     - 1976     GOOD             NGS
 GD1210  HISTORY     - 19901023 SEE DESCRIPTION  NGS
 GD1210
 GD1210                          STATION DESCRIPTION
 GD1210
 GD1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1210'9.5 MI NE FROM NEW MADRID.
 GD1210'9.5 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1210'THE JUNCTION OF VANDENVENDER AVENUE, THENCE 0.3 MILE WEST ALONG
 GD1210'A BLACKTOP ROAD, 145 FEET NORTH OF THE NORTHWEST CORNER OF A
 GD1210'BARN, 164 FEET SOUTHWEST OF A POWERLINE POLE, AND 54 FEET SOUTH-
 GD1210'EAST OF STATION BARNES 1929 1970.
 GD1210'A DISK SET IN TEH TOP OF A CONCRETE POST PROJECTING 4 INCHES.  20 FEET
 GD1210'ABOVE A BLACK TOP ROAD.   1 FOOT NORTHWEST OF A WITNESS POST.
 GD1210
 GD1210                          STATION RECOVERY (1990)
 GD1210
 GD1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1210'THERE ARE A LOT OF CHANGES AT THIS STATION, THIS MARK WAS NOT
 GD1210'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1209 ***********************************************************************
 GD1209  DESIGNATION -  BARNES RM 5
 GD1209  PID         -  GD1209
 GD1209  STATE/COUNTY-  MO/NEW MADRID
 GD1209  USGS QUAD   -  HENDERSON MOUND (1969)
 GD1209
 GD1209                         *CURRENT SURVEY CONTROL
 GD1209  ___________________________________________________________________
 GD1209* NAD 83(1986)-  36 40 18.     (N)    089 24 11.     (W)     SCALED    
 GD1209* NAVD 88     -        96.268  (meters)     315.84   (feet)  ADJUSTED  
 GD1209  ___________________________________________________________________
 GD1209  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1209  DYNAMIC HT  -          96.193 (meters)     315.59  (feet)  COMP
 GD1209  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 GD1209
 GD1209  VERT ORDER  -  FIRST     CLASS I
 GD1209
 GD1209.The horizontal coordinates were scaled from a topographic map and have
 GD1209.an estimated accuracy of +/- 6 seconds.
 GD1209
 GD1209.The orthometric height was determined by differential leveling
 GD1209.and adjusted by the National Geodetic Survey in June 1991..
 GD1209
 GD1209.The geoid height was determined by GEOID03.
 GD1209
 GD1209.The dynamic height is computed by dividing the NAVD 88
 GD1209.geopotential number by the normal gravity value computed on the
 GD1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1209.degrees latitude (g = 980.6199 gals.).
 GD1209
 GD1209.The modeled gravity was interpolated from observed gravity values.
 GD1209
 GD1209;                    North         East    Units  Estimated Accuracy
 GD1209;SPC MO E     -    93,580.      348,050.      MT  (+/- 180 meters Scaled)
 GD1209
 GD1209                          SUPERSEDED SURVEY CONTROL
 GD1209
 GD1209  NGVD 29 (??/??/??)   96.150  (m)          315.45   (f) ADJUSTED    1 1
 GD1209
 GD1209.Superseded values are not recommended for survey control.
 GD1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1209.See file dsdata.txt to determine how the superseded data were derived.
 GD1209
 GD1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF852611(NAD 83)
 GD1209_MARKER: DR = REFERENCE MARK DISK
 GD1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1209_SP_SET: CONCRETE POST
 GD1209_STAMPING: BARNES 1929 NO 5 1970
 GD1209_MARK LOGO: NGS   
 GD1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1209+STABILITY: SURFACE MOTION
 GD1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1209+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1990
 GD1209
 GD1209  HISTORY     - Date     Condition        Report By
 GD1209  HISTORY     - 1970     MONUMENTED       NGS
 GD1209  HISTORY     - 1976     GOOD             NGS
 GD1209  HISTORY     - 19901023 SEE DESCRIPTION  NGS
 GD1209
 GD1209                          STATION DESCRIPTION
 GD1209
 GD1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1209'9.5 MI NE FROM NEW MADRID.
 GD1209'9.5 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1209'THE JUNCTION OF VANDENVENDER AVENUE, THENCE 0.3 MILE WEST ALONG
 GD1209'A BLACKTOP ROAD, 149 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1209'BARN AND 22 FEET SOUTHWEST OF STATION BARNES 1929 1970.
 GD1209'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  20 FEET
 GD1209'ABOVE A BLACK TOP ROAD.  1 FOOT NORTHWEST OF A WITNESS POST.
 GD1209
 GD1209                          STATION RECOVERY (1990)
 GD1209
 GD1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1209'THERE ARE A LOT OF CHANGES AT THIS STATION, THIS MARK WAS NOT
 GD1209'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1324 ***********************************************************************
 KE1324  DESIGNATION -  BARNESVILLE RESET
 KE1324  PID         -  KE1324
 KE1324  STATE/COUNTY-  MO/CLINTON
 KE1324  USGS QUAD   -  LAWSON (1990)
 KE1324
 KE1324                         *CURRENT SURVEY CONTROL
 KE1324  ___________________________________________________________________
 KE1324* NAD 83(1997)-  39 29 35.18299(N)    094 14 12.71946(W)     ADJUSTED  
 KE1324* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 KE1324  ___________________________________________________________________
 KE1324  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 KE1324  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KE1324
 KE1324  HORZ ORDER  -  SECOND
 KE1324
 KE1324.The horizontal coordinates were established by classical geodetic methods
 KE1324.and adjusted by the National Geodetic Survey in February 2000..
 KE1324
 KE1324.The orthometric height was scaled from a topographic map.
 KE1324
 KE1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1324
 KE1324.The geoid height was determined by GEOID03.
 KE1324
 KE1324;                    North         East     Units Scale Factor Converg.
 KE1324;SPC MO W     -   369,223.992   872,633.930   MT  0.99994748   +0 10 02.5
 KE1324;UTM  15      - 4,372,229.613   393,643.335   MT  0.99973927   -0 47 12.1
 KE1324
 KE1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1324!SPC MO W     -   0.99995442  x   0.99994748  =   0.99990191
 KE1324!UTM  15      -   0.99995442  x   0.99973927  =   0.99969371
 KE1324
 KE1324:                Primary Azimuth Mark                     Grid Az
 KE1324:SPC MO W     -  BARNESVILLE AZ MK                        002 27 29.5
 KE1324:UTM  15      -  BARNESVILLE AZ MK                        003 24 44.1
 KE1324
 KE1324|---------------------------------------------------------------------|
 KE1324| PID    Reference Object                     Distance      Geod. Az  |
 KE1324|                                                           dddmmss.s |
 KE1324| CL6827 BARNESVILLE AZ MK                                  0023732.0 |
 KE1324| CL6828 BARNESVILLE RM 1                     22.354 METERS 09309     |
 KE1324| KE1327 LAWSON MUN WATER TANK               APPROX. 6.7 KM 1555856.6 |
 KE1324| CL6830 BARNESVILLE RM 3 AZIMUTH                           1773612.0 |
 KE1324| CL6829 BARNESVILLE RM 2                     24.043 METERS 18231     |
 KE1324| KE1299 LATHROP MUNICIPAL TANK              APPROX.10.3 KM 3061746.6 |
 KE1324|---------------------------------------------------------------------|
 KE1324
 KE1324                          SUPERSEDED SURVEY CONTROL
 KE1324
 KE1324  NAD 83(1997)-  39 29 35.18369(N)    094 14 12.72042(W) AD(       ) 2
 KE1324  NAD 83(1986)-  39 29 35.18818(N)    094 14 12.71735(W) AD(       ) 2
 KE1324  NAD 27      -  39 29 35.16980(N)    094 14 11.92510(W) AD(       ) 2
 KE1324
 KE1324.Superseded values are not recommended for survey control.
 KE1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1324.See file dsdata.txt to determine how the superseded data were derived.
 KE1324
 KE1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9364372230(NAD 83)
 KE1324_MARKER: DS = TRIANGULATION STATION DISK
 KE1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1324
 KE1324  HISTORY     - Date     Condition        Report By
 KE1324  HISTORY     - 1949     MONUMENTED       CGS
 KE1324  HISTORY     - 1959     GOOD             CGS
 KE1324  HISTORY     - 1974     SEE DESCRIPTION  NGS
 KE1324  HISTORY     - 20060218 GOOD             GEOCAC
 KE1324
 KE1324                          STATION DESCRIPTION
 KE1324
 KE1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1324'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF LATHROP AND
 KE1324'1.0 MILE SOUTH-SOUTHWEST OF BARNESVILLE ON THE WEST RIGHT-OF-WAY
 KE1324'OF U.S. HIGHWAY 69.  IT IS 68 FEET NORTH OF THE CENTER OF DRIVEWAY
 KE1324'TO HOUSE, 37 FEET WEST OF THE CENTER OF U.S. HIGHWAY 69 AND 3
 KE1324'FEET EAST OF WITNESS POST SET IN NORTH-SOUTH FENCE LINE.  IT IS
 KE1324'STAMPED BARNESVILLE 1949 AND SET FLUSH WITH THE SURFACE OF THE
 KE1324'GROUND.
 KE1324'
 KE1324'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 38 FEET EAST OF U.S.
 KE1324'HIGHWAY 69, 2 FEET WEST OF NORTH-SOUTH FENCE LINE AND 1 FOOT
 KE1324'SOUTH OF TELEPHONE POLE.  IT IS STAMPED BARNESVILLE NO 1 1949 AND
 KE1324'PROJECTS 3 INCHES.
 KE1324'
 KE1324'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 40 FEET WEST OF THE
 KE1324'CENTER OF U.S. HIGHWAY 69, 11 FEET SOUTH OF THE CENTER OF DRIVEWAY
 KE1324'TO HOUSE, 2 FEET SOUTH OF FENCE CORNER AND 1 FOOT EAST OF
 KE1324'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BARNESVILLE NO 2 1949
 KE1324'AND PROJECTS 2 INCHES.
 KE1324'
 KE1324'THE AZIMUTH MARK IS NORTH OF THE STATION, 48 FEET EAST OF THE
 KE1324'CENTER OF U.S. HIGHWAY 69, 3 FEET SOUTHWEST OF WITNESS POST
 KE1324'AND 2 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KE1324'BARNESVILLE 1949 AND PROJECTS 2 INCHES.
 KE1324'
 KE1324'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116
 KE1324'AND 33 IN THE NORTHERN PART OF LATHROP, GO EAST ON STATE HIGHWAY
 KE1324'116 FOR 5.0 MILES TO THE JUNCTION WITH U.S. HIGHWAY 69, TURN RIGHT
 KE1324'AND GO SOUTH ON U.S. HIGHWAY 69 FOR 3.5 MILES TO THE AZIMUTH
 KE1324'MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTH ON U.S. HIGHWAY 69
 KE1324'FOR 0.5 MILE TO DRIVEWAY ON THE RIGHT AND STATION JUST NORTH
 KE1324'AS DESCRIBED.
 KE1324'
 KE1324'A 100 FOOT SIGNAL AT STATION LATHROP IS VISIBLE AT 4 FEET.
 KE1324'
 KE1324'A 74 FOOT SIGNAL AT STATION PLAINVIEW IS VISIBLE AT 37 FEET.
 KE1324'
 KE1324'A 100 FOOT SIGNAL AT STATION POLO IS VISIBLE AT 37 FEET.
 KE1324'
 KE1324'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KE1324
 KE1324                          STATION RECOVERY (1959)
 KE1324
 KE1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KE1324'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN
 KE1324'GOOD CONDITION.
 KE1324
 KE1324                          STATION RECOVERY (1974)
 KE1324
 KE1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KE1324'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 KE1324'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 KE1324'MARK WAS FOUND PUSHED OUT OF POSITION WHEN A TELEPHONE CABLE WAS
 KE1324'BURIED AT THE STATION SITE.  THE AZIMUTH MARK WAS FOUND TO BE
 KE1324'EXPOSED ABOUT 18 INCHES AND THIS MARK WAS LEFT INTACT.  THE SURFACE
 KE1324'STATION MARK MONUMENT WAS RESET OVER THE UNDERGROUND MARK AND
 KE1324'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE 1949 DESCRIPTION IS
 KE1324'ADEQUATE FOR RECOVERY WITH THE ADDITIONAL NOTES FOR THE STATION MARK
 KE1324'AND A DESCRIPTION FOR REFERENCE MARK 3.
 KE1324'
 KE1324'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BARNESVILLE 1949
 KE1324'1974, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 KE1324'FLUSH WITH THE GROUND SURFACE AND IS 3 FEET EAST OF A METAL WITNESS
 KE1324'POST IN A NORTH-SOUTH FENCELINE.  THE UNDERGROUND MARK WAS NOT
 KE1324'DISTURBED AND IS ABOUT 40 INCHES BELOW THE SURFACE OF THE GROUND.
 KE1324'
 KE1324'REFERENCE MARKS 1 AND 2 ARE FLUSH WITH THE GROUND SURFACE.
 KE1324'
 KE1324'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 KE1324'BARNESVILLE 1949 AZ NO 3 1974.  IT IS 101 FEET SOUTH OF THE CENTER
 KE1324'OF A GRAVELED ROAD, 77 FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF A
 KE1324'METAL WITNESS POST, 6 INCHES WEST OF A NORTH-SOUTH FENCELINE ON
 KE1324'THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 69 AND THE MARK IS FLUSH
 KE1324'WITH THE SURFACE OF THE GROUND.
 KE1324'
 KE1324'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON HIGHWAY 69
 KE1324'FOR 0.3 MILE TO THE REFERENCE MARK ON THE LEFT.
 KE1324'
 KE1324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 KE1324'SOUTH-SOUTHWEST OF BARNESVILLE.
 KE1324
 KE1324                          STATION RECOVERY (2006)
 KE1324
 KE1324'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1324'THE STATION MARK, REFERENCE MARK NUMBER 2 AND REFERENCE MARK NUMBER 3
 KE1324'AZIMUTH WERE FOUND IN GOOD CONDITION.  THE DRIVE DESCRIBED IN 1949
 KE1324'LEADS TO A HOUSE AT 5369 US HWY 69.
 KE1324' 
 KE1324'THE TELEPHONE POLE ONE FOOT NORTH OF REFERENCE MARK 1 HAS BEEN
 KE1324'REMOVED. A DEPRESSION WAS FOUND AT THE LOCATION WITH A PIECE OF
 KE1324'CONCRETE FLUSH WITH THE GROUND SIMILAR TO A MONUMENT POST WAS NOTED AT
 KE1324'THE LOCATION OF RM1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2564 ***********************************************************************
 JD2564  DESIGNATION -  BARNETT
 JD2564  PID         -  JD2564
 JD2564  STATE/COUNTY-  MO/MORGAN
 JD2564  USGS QUAD   -  BARNETT (1960)
 JD2564
 JD2564                         *CURRENT SURVEY CONTROL
 JD2564  ___________________________________________________________________
 JD2564* NAD 83(1997)-  38 23 35.10176(N)    092 42 41.04346(W)     ADJUSTED  
 JD2564* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 JD2564  ___________________________________________________________________
 JD2564  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 JD2564  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JD2564
 JD2564  HORZ ORDER  -  SECOND
 JD2564
 JD2564.The horizontal coordinates were established by classical geodetic methods
 JD2564.and adjusted by the National Geodetic Survey in February 2000..
 JD2564
 JD2564.The orthometric height was scaled from a topographic map.
 JD2564
 JD2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2564
 JD2564.The geoid height was determined by GEOID03.
 JD2564
 JD2564;                    North         East     Units Scale Factor Converg.
 JD2564;SPC MO C     -   284,082.861   481,532.903   MT  0.99993753   -0 07 52.6
 JD2564;UTM  15      - 4,249,469.370   525,202.403   MT  0.99960782   +0 10 45.3
 JD2564
 JD2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2564!SPC MO C     -   0.99995657  x   0.99993753  =   0.99989411
 JD2564!UTM  15      -   0.99995657  x   0.99960782  =   0.99956441
 JD2564
 JD2564|---------------------------------------------------------------------|
 JD2564| PID    Reference Object                     Distance      Geod. Az  |
 JD2564|                                                           dddmmss.s |
 JD2564| CN5600 BARNETT RM 4                         26.670 METERS 11331     |
 JD2564| CN5597 BARNETT RM 1                         31.653 METERS 11625     |
 JD2564| CN5595 BARNETT AZ MK                                      1192919.7 |
 JD2564| CN5599 BARNETT RM 3                         27.826 METERS 17628     |
 JD2564| CN5598 BARNETT RM 2                         28.510 METERS 18011     |
 JD2564| CN5596 BARNETT AZ MK RESET                                2860403.6 |
 JD2564|---------------------------------------------------------------------|
 JD2564
 JD2564                          SUPERSEDED SURVEY CONTROL
 JD2564
 JD2564  NAD 83(1986)-  38 23 35.11415(N)    092 42 41.04389(W) AD(       ) 2
 JD2564  NAD 27      -  38 23 35.01496(N)    092 42 40.36121(W) AD(       ) 2
 JD2564
 JD2564.Superseded values are not recommended for survey control.
 JD2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2564.See file dsdata.txt to determine how the superseded data were derived.
 JD2564
 JD2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2520249469(NAD 83)
 JD2564_MARKER: DS = TRIANGULATION STATION DISK
 JD2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2564
 JD2564  HISTORY     - Date     Condition        Report By
 JD2564  HISTORY     - 1947     MONUMENTED       CGS
 JD2564  HISTORY     - 1957     GOOD             CGS
 JD2564  HISTORY     - 1963     GOOD             CGS
 JD2564  HISTORY     - 1973     GOOD             NGS
 JD2564
 JD2564                          STATION DESCRIPTION
 JD2564
 JD2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2564'THE STATION IS LOCATED ABOUT 7.5 MILES EAST-SOUTHEAST OF
 JD2564'VERSAILLES, 2.25 MILES WEST-SOUTHWEST OF BARNETT, NEAR THE CORNER
 JD2564'OF THE S 1/4 OF SEC. 17, T. 42 N., R. 16 W., ON THE NORTH SIDE
 JD2564'OF STATE HIGHWAY 52.  IT IS 104 FEET WEST-SOUTHWEST OF A
 JD2564'TELEPHONE POLE WITH A BLAZE, 41 FEET NORTH OF THE CENTERLINE OF
 JD2564'HIGHWAY 52 AND 11 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 1
 JD2564'INCH AND THE DISK IS STAMPED BARNETT 1947.
 JD2564'
 JD2564'REFERENCE MARK NO. 1 IS 103.80 FEET EAST-SOUTHEAST OF THE STATION,
 JD2564'43 FEET NORTH OF THE CENTERLINE OF HIGHWAY 52, 6 FEET SOUTH OF
 JD2564'THE FENCE AND 2.5 FEET SOUTH OF A TELEPHONE POLE WITH A BLAZE.
 JD2564'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BARNETT 1947 NO
 JD2564'1.
 JD2564'
 JD2564'REFERENCE MARK NO. 2 IS 93.54 FEET SOUTH OF THE STATION, 45 FEET
 JD2564'SOUTH OF THE CENTERLINE OF HIGHWAY 52 AND 8 FEET SOUTHWEST OF A
 JD2564'POWER POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JD2564'BARNETT 1947 NO 2.
 JD2564'
 JD2564'AZIMUTH MARK IS ABOUT 0.5 MILE EAST-SOUTHEAST OF THE STATION,
 JD2564'46 FEET NORTH OF THE CENTERLINE OF HIGHWAY 52, 7 FEET
 JD2564'SOUTHWEST OF A TELEPHONE POLE AND 5 FEET SOUTH OF THE FENCE.
 JD2564'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BARNETT 1947.
 JD2564'
 JD2564'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 52 AND COUNTY ROUTE C
 JD2564'IN THE NORTH EDGE OF BARNETT, GO WEST ON STATE HIGHWAY 52 FOR
 JD2564'1.8 MILES TO THE AZIMUTH ON THE RIGHT, CONTINUE ON WEST
 JD2564'FOR 0.5 MILE TO TOP OF HILL AND THE STATION ON THE RIGHT.
 JD2564'
 JD2564'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2564
 JD2564                          STATION RECOVERY (1957)
 JD2564
 JD2564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 JD2564'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1, AND THE
 JD2564'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JD2564'THE SURFACE STATION MARK AND REFERENCE MARK NO. 2 HAD BEEN
 JD2564'DISPLACED BY ROAD CONSTRUCTION.  THE UNDERGROUND MARK WAS LOWERED
 JD2564'IN PLACE AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 JD2564'COMPLETE DESCRIPTION FOLLOWS.
 JD2564'
 JD2564'STATION IS LOCATED ABOUT 7 AND 1/2 MILES EAST-SOUTHEAST OF
 JD2564'VERSAILLES AND 2 AND 1/4 MILES WEST-NORTHWEST OF BARNETT
 JD2564'ON THE NORTH SIDE OF STATE HIGHWAY 52, 41 FEET NORTH OF THE
 JD2564'CENTER OF STATE HIGHWAY 52, 104 FEET WEST-SOUTHWEST OF A
 JD2564'TELEPHONE POLE WITH A BLAZE, AND 11 FEET SOUTH OF FENCE.  THE
 JD2564'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 JD2564'STAMPED BARNETT 1947.
 JD2564'
 JD2564'REFERENCE MARK NO. 1 IS 43 FEET NORTH OF THE CENTER OF
 JD2564'STATE HIGHWAY 52, 6 FEET SOUTH OF FENCE, AND 2.5 FEET SOUTH
 JD2564'OF TELEPHONE POLE WITH BLAZE.  THE MARK PROJECTS 2 INCHES AND
 JD2564'THE DISK IS STAMPED BARNETT NO 1 1947.
 JD2564'
 JD2564'REFERENCE MARK NO. 3 IS 91.26 FEET SOUTH-SOUTHEAST OF THE
 JD2564'STATION, 38 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 52 AND 3
 JD2564'FEET WEST OF POWER POLE.  THE MARK PROJECTS 4 INCHES AND THE
 JD2564'DISK IS STAMPED BARNETT NO 3 1947.
 JD2564'
 JD2564'AZIMUTH MARK IS 46 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 JD2564'52, 7 FEET SOUTHWEST OF A TELEPHONE POLE, AND 5 FEET SOUTH
 JD2564'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JD2564'BARNETT 1947.
 JD2564'
 JD2564'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52
 JD2564'AND COUNTY ROUTE C IN NORTH EDGE OF BARNETT, GO WEST ON STATE
 JD2564'HIGHWAY 52 FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 JD2564'CONTINUE WEST ON STATE HIGHWAY 52 FOR 0.5 MILE TO THE STATION ON
 JD2564'THE RIGHT AS DESCRIBED.
 JD2564
 JD2564                          STATION RECOVERY (1963)
 JD2564
 JD2564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2564'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN
 JD2564'GOOD CONDITION.  A DIFFERENCE IN THE DISTANCES TO REFERENCE
 JD2564'MARKS 1 AND 3 WAS NOTED AND CHECKED.  A NEW AZIMUTH MARK WAS
 JD2564'SET AS THE ORIGINAL AZIMUTH MARK WAS DESTROYED.
 JD2564'
 JD2564'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF VERSAILLES,
 JD2564'2.5 MILES NORTHWEST OF BARNETT AND ON THE RIGHT-OF-WAY PROPERTY
 JD2564'ALONG STATE HIGHWAY 52.
 JD2564'
 JD2564'TO REACH THE STATION FROM THE COURT HOUSE SQUARE IN VERSAILLES,
 JD2564'DRIVE NORTH AND EAST ON STATE HIGHWAYS 5 AND 52 FOR 2.4 MILES
 JD2564'TO A JUNCTION WHERE STATE HIGHWAY 5 AND STATE HIGHWAY 52
 JD2564'SEPERATE.  CONTINUE EASTERLY ON STATE HIGHWAY 52 FOR 4.5 MILES TO
 JD2564'A CROSSROAD AND THE AZIMUTH MARK ON THE SOUTH SIDE OF THE
 JD2564'HIGHWAY AND RAILROAD TRACKS.  CONTINUE EAST ON STATE HIGHWAY 52
 JD2564'FOR 0.8 MILE TO THE TOP OF A RISE, WHERE THE HIGHWAY CURVES
 JD2564'TO THE SOUTHEAST, AND THE STATION ON THE NORTH SIDE OF THE
 JD2564'HIGHWAY.
 JD2564'
 JD2564'THE STATION IS A STANDARD DISK, STAMPED BARNETT 1947, SET IN
 JD2564'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 JD2564'THE GROUND SURFACE.  IT IS 40.5 FEET NORTH OF THE CENTER OF
 JD2564'STATE HIGHWAY 52, 10.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 JD2564'FENCE ALONG THE HIGHWAY AND IS ABOUT 2 FEET LOWER THAN THE
 JD2564'SURFACE OF THE HIGHWAY.
 JD2564'
 JD2564'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BARNETT NO 1 1947,
 JD2564'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JD2564'FLUSH WITH THE GROUND SURFACE.  IT IS 41.0 FEET NORTH OF THE
 JD2564'CENTER OF STATE HIGHWAY 52, 5.5 FEET SOUTH OF THE NORTH
 JD2564'RIGHT-OF-WAY FENCE ALONG THE HIGHWAY AND 3.5 FEET SOUTH-SOUTHWEST
 JD2564'OF A TELEPHONE POLE.
 JD2564'
 JD2564'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BARNETT NO 3 1947,
 JD2564'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JD2564'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 38.0
 JD2564'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 52 AND 3.0 FEET
 JD2564'WEST OF A POWER LINE POLE.
 JD2564'
 JD2564'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BARNETT 1947
 JD2564'RESET 1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 JD2564'MONUMENT, 12 INCHES IN DIAMETER, WHICH PROJECTS ABOUT 6 INCHES
 JD2564'ABOVE THE GROUND SURFACE.  IT IS 28.0 FEET SOUTH OF THE SOUTH
 JD2564'RAIL OF RAILROAD TRACKS, 18.0 FEET EAST OF THE CENTER OF A
 JD2564'NORTH-SOUTH GRAVELED ROAD, 2.0 FEET SOUTHEAST OF A METAL WITNESS
 JD2564'POST WITH A SIGN ATTACHED, AND 2.0 FEET NORTH OF A TELEPHONE
 JD2564'POLE.
 JD2564
 JD2564                          STATION RECOVERY (1973)
 JD2564
 JD2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JD2564'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 JD2564'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 MONUMENT
 JD2564'WAS FOUND LYING ON TOP OF THE GROUND.  THE DISTANCE AND DIRECTION
 JD2564'TO REFERENCE MARK 3 COMPARED GOOD WITH THE 1963 DATA.  THE
 JD2564'PREVIOUS DESCRIPTION OF THE MARKS AND OF THE ROUTE TO REACH
 JD2564'THE STATION AND AZIMUTH MARK ARE ADEQUATE FOR RECOVERY.  FOLLOW
 JD2564'IS A DESCRIPTION FOR REFERENCE MARK 4 ESTABLISHED THIS DATE.
 JD2564'
 JD2564'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BARNETT 1947 NO 4
 JD2564'1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 JD2564'IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 NORTH OF THE
 JD2564'CENTER OF HIGHWAY 52, 15.5 FEET WEST OF A TELEPHONE POLE AND 1.5
 JD2564'FEET SOUTH OF A FENCE.
 JD2564'
 JD2564'A METAL WITNESS POST WAS SET 10.5 FEET NORTH OF THE STATION
 JD2564'MARK IN A FENCE LINE.
 JD2564'
 JD2564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2564'2.5 MILES NORTHWEST OF BARNETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2582 ***********************************************************************
 JD2582  DESIGNATION -  BARNUMTON
 JD2582  PID         -  JD2582
 JD2582  STATE/COUNTY-  MO/CAMDEN
 JD2582  USGS QUAD   -  BARNUMTON (1983)
 JD2582
 JD2582                         *CURRENT SURVEY CONTROL
 JD2582  ___________________________________________________________________
 JD2582* NAD 83(1997)-  38 06 34.58700(N)    092 54 33.28799(W)     ADJUSTED  
 JD2582* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 JD2582  ___________________________________________________________________
 JD2582  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JD2582  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JD2582
 JD2582  HORZ ORDER  -  FIRST
 JD2582
 JD2582.The horizontal coordinates were established by classical geodetic methods
 JD2582.and adjusted by the National Geodetic Survey in February 2000..
 JD2582
 JD2582.The orthometric height was scaled from a topographic map.
 JD2582
 JD2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2582
 JD2582.The geoid height was determined by GEOID03.
 JD2582
 JD2582;                    North         East     Units Scale Factor Converg.
 JD2582;SPC MO C     -   252,676.682   464,110.744   MT  0.99994919   -0 15 09.3
 JD2582;UTM  15      - 4,217,980.202   507,956.027   MT  0.99960078   +0 03 21.6
 JD2582
 JD2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2582!SPC MO C     -   0.99995556  x   0.99994919  =   0.99990475
 JD2582!UTM  15      -   0.99995556  x   0.99960078  =   0.99955635
 JD2582
 JD2582:                Primary Azimuth Mark                     Grid Az
 JD2582:SPC MO C     -  KAISER                                   085 59 36.4
 JD2582:UTM  15      -  KAISER                                   085 41 05.5
 JD2582
 JD2582|---------------------------------------------------------------------|
 JD2582| PID    Reference Object                     Distance      Geod. Az  |
 JD2582|                                                           dddmmss.s |
 JD2582| JD2567 KAISER                              APPROX.30.9 KM 0854427.1 |
 JD2582| JD2583 TTS 16 W                             23.842 METERS 09156     |
 JD2582| JD2571 CAMDENTON MUNICIPAL TANK            APPROX.18.4 KM 1280945.6 |
 JD2582| JD2580 CAMDENTON LOOKOUT TOWER             APPROX.14.6 KM 1310112.5 |
 JD2582| CN5602 BARNUMTON RM 2                       30.468 METERS 21451     |
 JD2582| JD2684 CLIMAX SPRINGS LOOKOUT TOWER        APPROX.10.6 KM 2662401.6 |
 JD2582| CN5601 BARNUMTON AZ MK                                    3173405.8 |
 JD2582|---------------------------------------------------------------------|
 JD2582
 JD2582                          SUPERSEDED SURVEY CONTROL
 JD2582
 JD2582  NAD 83(1986)-  38 06 34.59740(N)    092 54 33.28877(W) AD(       ) 1
 JD2582  NAD 27      -  38 06 34.48400(N)    092 54 32.59800(W) AD(       ) 1
 JD2582
 JD2582.Superseded values are not recommended for survey control.
 JD2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2582.See file dsdata.txt to determine how the superseded data were derived.
 JD2582
 JD2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC0795617980(NAD 83)
 JD2582_MARKER: DS = TRIANGULATION STATION DISK
 JD2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2582
 JD2582  HISTORY     - Date     Condition        Report By
 JD2582  HISTORY     - 1947     MONUMENTED       CGS
 JD2582  HISTORY     - 1963     GOOD             CGS
 JD2582  HISTORY     - 1977     MARK NOT FOUND   NGS
 JD2582
 JD2582                          STATION DESCRIPTION
 JD2582
 JD2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2582'THE STATION IS LOCATED ABOUT 11.0 MILES NORTHWEST OF CAMDENTON,
 JD2582'1.5 MILES EAST OF THE BARNUMTON STORE AND POST OFFICE, 0.1
 JD2582'MILE EAST OF A CROSSROADS, ON STATE HIGHWAY PROPERTY NEAR
 JD2582'THE CENTER OF SEC. 21 T. 39 N., R. 18 W..  IT IS 105 FEET
 JD2582'NORTHWEST OF A LARGE OAK TREE WITH A TRIANGLE BLAZE, 66 FEET
 JD2582'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 6 FEET
 JD2582'SOUTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 JD2582'DISK IS STAMPED BARNUMTON 1947.
 JD2582'
 JD2582'BM TT STA NO 16 W 1931 IS 78.22 FEET EAST OF THE STATION,
 JD2582'83 FEET NORTH OF A LARGE OAK TREE WITH A TRIANGLE BLAZE AND 15
 JD2582'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD.  THE MARK
 JD2582'IS SET IN A CONCRETE FILLED STOVE PIPE WHICH PROJECTS 2 INCHES
 JD2582'AND THE DISK IS STAMPED TT STA NO 16 W 1931.
 JD2582'
 JD2582'REFERENCE MARK NO. 2 IS 99.96 FEET SOUTH-SOUTHWEST OF THE STATION
 JD2582'AND 6 FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS 5 INCHES
 JD2582'AND THE DISK IS STAMPED BARNUMTON NO 2 1947.
 JD2582'
 JD2582'AZIMUTH MARK IS ABOUT 0.2 MILE WEST-NORTHWEST OF THE STATION
 JD2582'IN FRONT OF A FARM HOUSE, 21 FEET NORTH OF THE CENTERLINE
 JD2582'OF THE ROAD AND 4 FEET EAST OF A WITNESS POST.  THE MARK
 JD2582'PROJECTS 8 INCHES AND THE DISK IS STAMPED BARNUMTON 1947.
 JD2582'
 JD2582'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 54 AND STATE
 JD2582'HIGHWAY 5 IN CAMDENTON, GO NORTHWESTERLY ON STATE HIGHWAY 5
 JD2582'FOR 7.35 MILES TO LAKE OF THE OZARKS BRIDGE, CONTINUE ON 1.65
 JD2582'MILES TO A SIDE ROAD LEFT AND SIGN CLIMAX SPRINGS 15 MILES,
 JD2582'TURN LEFT AND FOLLOW MAIN ROAD FOR 6.2 MILES TO THE STATION ON
 JD2582'THE LEFT, 0.1 MILE BEFORE REACHING CROSSROADS.
 JD2582'
 JD2582'TO REACH AZIMUTH FROM THE STATION, GO WESTERLY 0.1 MILE TO
 JD2582'CROSSROADS, CONTINUE ON, 0.1 MILE TO MARK ON THE RIGHT AT
 JD2582'FARM HOUSE.
 JD2582'
 JD2582'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JD2582
 JD2582                          STATION RECOVERY (1963)
 JD2582
 JD2582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CC)
 JD2582'RM 2 HAS BEEN RECOVERED IN VERY GOOD CONDITION.
 JD2582
 JD2582                          STATION RECOVERY (1977)
 JD2582
 JD2582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JD2582'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 JD2582'SEARCHED FOR AND NOT FOUND.  THE AREA AT THE STATION HAS BEEN
 JD2582'CLEARED.  LEVELED AND SURFACED AND IS NOW A GRAVEL STORAGE
 JD2582'AREA.  THE AZIMUTH MARK WAS FOUND PUSHED OUT OF POSITION.  THE
 JD2582'ROAD IN THE AREA HAS BEEN REBUILT ALSO.
 JD2582'
 JD2582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2582'11.0 MILES EAST OF CAMDENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0792 ***********************************************************************
 GE0792  DESIGNATION -  BARREN
 GE0792  PID         -  GE0792
 GE0792  STATE/COUNTY-  MO/RIPLEY
 GE0792  USGS QUAD   -  HANDY (1997)
 GE0792
 GE0792                         *CURRENT SURVEY CONTROL
 GE0792  ___________________________________________________________________
 GE0792* NAD 83(1997)-  36 48 56.35113(N)    091 02 44.86894(W)     ADJUSTED  
 GE0792* NAVD 88     -       244.07   (+/-2cm)     800.8    (feet)  VERTCON   
 GE0792  ___________________________________________________________________
 GE0792  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GE0792  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GE0792
 GE0792  HORZ ORDER  -  THIRD
 GE0792  VERT ORDER  -  THIRD ? (See Below)
 GE0792
 GE0792.The horizontal coordinates were established by classical geodetic methods
 GE0792.and adjusted by the National Geodetic Survey in February 2000..
 GE0792
 GE0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0792.The vertical order pertains to the NGVD 29 superseded value.
 GE0792
 GE0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0792
 GE0792.The geoid height was determined by GEOID03.
 GE0792
 GE0792;                    North         East     Units Scale Factor Converg.
 GE0792;SPC MO E     -   109,134.870   201,303.707   MT  0.99996254   -0 19 37.5
 GE0792;UTM  15      - 4,076,204.161   674,305.780   MT  0.99997431   +1 10 16.8
 GE0792
 GE0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0792!SPC MO E     -   0.99996634  x   0.99996254  =   0.99992888
 GE0792!UTM  15      -   0.99996634  x   0.99997431  =   0.99994065
 GE0792
 GE0792:                Primary Azimuth Mark                     Grid Az
 GE0792:SPC MO E     -  EASTWOOD LOOKOUT TOWER                   014 02 46.6
 GE0792:UTM  15      -  EASTWOOD LOOKOUT TOWER                   012 32 52.3
 GE0792
 GE0792|---------------------------------------------------------------------|
 GE0792| PID    Reference Object                     Distance      Geod. Az  |
 GE0792|                                                           dddmmss.s |
 GE0792| GE0787 EASTWOOD LOOKOUT TOWER              APPROX. 8.4 KM 0134309.1 |
 GE0792| CI1052 BARREN RM 1                          22.475 METERS 02613     |
 GE0792| CI1051 BARREN AZ MK                                       0805442.8 |
 GE0792| CI1053 BARREN RM 2                          23.795 METERS 15750     |
 GE0792| GE0794 SINKING CREEK LOOKOUT TOWER         APPROX.13.9 KM 2795221.5 |
 GE0792|---------------------------------------------------------------------|
 GE0792
 GE0792                          SUPERSEDED SURVEY CONTROL
 GE0792
 GE0792  NAD 83(1997)-  36 48 56.36050(N)    091 02 44.86735(W) AD(       ) 3
 GE0792  NAD 83(1986)-  36 48 56.36163(N)    091 02 44.86740(W) AD(       ) 3
 GE0792  NAD 27      -  36 48 56.16780(N)    091 02 44.40520(W) AD(       ) 3
 GE0792  NGVD 29 (07/19/86)  243.99   (m)          800.5    (f) LEVELING    3  
 GE0792
 GE0792.Superseded values are not recommended for survey control.
 GE0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0792.See file dsdata.txt to determine how the superseded data were derived.
 GE0792
 GE0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7430676204(NAD 83)
 GE0792_MARKER: DS = TRIANGULATION STATION DISK
 GE0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0792_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0792
 GE0792  HISTORY     - Date     Condition        Report By
 GE0792  HISTORY     - 1962     MONUMENTED       CGS
 GE0792
 GE0792                          STATION DESCRIPTION
 GE0792
 GE0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE0792'THE STATION IS ABOUT 12 MILES SOUTH OF VAN BUREN, 13 MILES
 GE0792'WEST OF GRANDIN, 5 MILES SOUTH OF THE VILLAGE OF EASTWOOD
 GE0792'IN THE EAST CENTER OF SECTION 22, T 25 N, R 1 W AND ON CLARK
 GE0792'NATIONAL FOREST LAND.  IT IS 6 FEET EAST OF A WITNESS POST,
 GE0792'61 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD J, 88 FEET
 GE0792'NORTH OF A POWER POLE AND 141 FEET WEST OF A T-ROAD
 GE0792'INTERSECTION.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 GE0792'STAMPED BARREN 1962.
 GE0792'
 GE0792'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 GE0792'103 AT THE WEST END OF THE BRIDGE OVER THE CURRENT RIVER
 GE0792'IN VAN BUREN, GO WEST ON U.S. HIGHWAY 60 FOR 4.95 MILES TO
 GE0792'A SIDE ROAD LEFT (COUNTY ROAD C.).  TURN LEFT AND GO SOUTH
 GE0792'ON COUNTY ROAD C FOR 7.1 MILES TO A CROSSROAD IN THE VILLAGE
 GE0792'OF EASTWOOD.  CONTINUE SOUTH ON COUNTY ROAD C FOR 5.8 MILES TO A
 GE0792'T-ROAD WHERE COUNTY ROAD C TURNS EAST AND COUNTY ROAD J
 GE0792'GOES WEST AND THE STATION ON THE RIGHT IN THE NORTHWEST
 GE0792'ANGLE OF THE INTERSECTION.
 GE0792'
 GE0792'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 GE0792'ROAD C FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 GE0792'
 GE0792'REFERENCE MARK 1 IS 77 FEET NORTHEAST OF THE WITNESS POST
 GE0792'AND 69 FEET WEST OF THE CENTERLINE OF COUNTY ROAD C.  THE
 GE0792'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BARREN
 GE0792'NO 1 1962.
 GE0792'
 GE0792'REFERENCE MARK 2 IS 24 FEET WEST OF A POWER POLE, 18 FEET
 GE0792'SOUTH OF THE CENTERLINE OF COUNTY ROAD J AND 79 FEET SOUTH
 GE0792'OF THE WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND
 GE0792'THE DISK IS STAMPED BARREN NO 2 1962.
 GE0792'
 GE0792'THE AZIMUTH MARK IS 1 FOOT WEST OF A CLARK NATIONAL FOREST
 GE0792'SIGN, 2 FEET NORTH OF A WITNESS POST AND 32 FEET SOUTHWEST
 GE0792'OF THE INTERSECTION OF A T-ROAD.  THE MONUMENT PROJECTS
 GE0792'3 INCHES AND THE DISK IS STAMPED BARREN 1962.
 GE0792'
 GE0792'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1123 ***********************************************************************
 KD1123  DESIGNATION -  BARRY
 KD1123  PID         -  KD1123
 KD1123  STATE/COUNTY-  MO/MACON
 KD1123  USGS QUAD   -  LAGONDA (1978)
 KD1123
 KD1123                         *CURRENT SURVEY CONTROL
 KD1123  ___________________________________________________________________
 KD1123* NAD 83(1997)-  39 41 36.70183(N)    092 39 23.25092(W)     ADJUSTED  
 KD1123* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 KD1123  ___________________________________________________________________
 KD1123  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KD1123  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KD1123
 KD1123  HORZ ORDER  -  SECOND
 KD1123
 KD1123.The horizontal coordinates were established by classical geodetic methods
 KD1123.and adjusted by the National Geodetic Survey in February 2000..
 KD1123
 KD1123.The orthometric height was scaled from a topographic map.
 KD1123
 KD1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1123
 KD1123.The geoid height was determined by GEOID03.
 KD1123
 KD1123;                    North         East     Units Scale Factor Converg.
 KD1123;SPC MO C     -   428,434.336   486,580.751   MT  0.99993555   -0 05 59.7
 KD1123;UTM  15      - 4,393,799.157   529,455.301   MT  0.99961068   +0 13 09.9
 KD1123
 KD1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1123!SPC MO C     -   0.99996707  x   0.99993555  =   0.99990262
 KD1123!UTM  15      -   0.99996707  x   0.99961068  =   0.99957776
 KD1123
 KD1123|---------------------------------------------------------------------|
 KD1123| PID    Reference Object                     Distance      Geod. Az  |
 KD1123|                                                           dddmmss.s |
 KD1123| CL8883 BARRY 2 RM 4                         16.922 METERS 00014     |
 KD1123| CL8880 BARRY RM 1                           40.505 METERS 04147     |
 KD1123| KD0251 E 196                                              0463119.7 |
 KD1123| KD0252 E 196 RESET                         APPROX. 0.5 KM 0492601.5 |
 KD1123| KD1038 MACON MO HIWAY PATROL RAD MAST      APPROX.16.7 KM 0674542.0 |
 KD1123| KD1027 MACON MUNICIPAL TANK                APPROX.16.0 KM 0730853.3 |
 KD1123| KD1029 MACON MUN WATER AND LT PLT STK      APPROX.16.8 KM 0731134.2 |
 KD1123| CL8881 BARRY RM 2                           34.004 METERS 22910     |
 KD1123| KD1126 BARRY 2                              12.825 METERS 31735     |
 KD1123|---------------------------------------------------------------------|
 KD1123
 KD1123                          SUPERSEDED SURVEY CONTROL
 KD1123
 KD1123  NAD 83(1997)-  39 41 36.70500(N)    092 39 23.25682(W) AD(       ) 2
 KD1123  NAD 83(1986)-  39 41 36.70616(N)    092 39 23.25789(W) AD(       ) 2
 KD1123  NAD 27      -  39 41 36.59510(N)    092 39 22.57220(W) AD(       ) 2
 KD1123
 KD1123.Superseded values are not recommended for survey control.
 KD1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1123.See file dsdata.txt to determine how the superseded data were derived.
 KD1123
 KD1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2945593799(NAD 83)
 KD1123_MARKER: DS = TRIANGULATION STATION DISK
 KD1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1123
 KD1123  HISTORY     - Date     Condition        Report By
 KD1123  HISTORY     - 1948     MONUMENTED       CGS
 KD1123  HISTORY     - 1966     MARK NOT FOUND   CGS
 KD1123  HISTORY     - 1973     SEE DESCRIPTION  NGS
 KD1123  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1123
 KD1123                          STATION DESCRIPTION
 KD1123
 KD1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1123'STATION LOCATED ABOUT 5 MILES SOUTH SOUTHWEST OF CALLAO, IN THE
 KD1123'NORTHEAST 1/4 OF SEC. 2, T. 56 N., R. 16 W., ON RIGHT-OF-WAY OF
 KD1123'STATE ROUTE 3 ABOUT 206 FEET NORTH OF A T-INTERSECTION.  IT IS
 KD1123'26 FEET WEST OF THE CENTER LINE OF THE ROAD AND 8 FEET EAST OF
 KD1123'THE FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 KD1123'DISK IS STAMPED BARRY 1948.
 KD1123'
 KD1123'REFERENCE MARK NO. 1 IS 132.67 FEET NORTHEAST OF THE STATION, 34
 KD1123'FEET WEST OF THE CENTER LINE OF THE ROAD AND 1 FOOT EAST OF THE
 KD1123'FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 KD1123'BARRY NO 1 1948.
 KD1123'
 KD1123'REFERENCE MARK NO. 2 IS 111.54 FEET SOUTHWEST OF THE STATION,
 KD1123'95 FEET NORTH OF THE T-INTERSECTION, 35 FEET WEST OF THE CENTER
 KD1123'LINE OF ROAD AND 1 FOOT EAST OF THE FENCE LINE.  THE MARK
 KD1123'PROJECTS 8 INCHES AND THE DISK IS STAMPED BARRY NO 2 1948.
 KD1123'
 KD1123'USC AND GS BM E-196, 1945 WAS USED AS AN AZIMUTH MARK.  IT IS
 KD1123'0.2 MILE NORTHEAST OF THE STATION, 10 FEET SOUTHEAST OF THE
 KD1123'CENTER LINE OF THE ROAD AND 6 FEET NORTHWEST OF THE FENCE LINE.
 KD1123'THE DISK IS SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST
 KD1123'HEADWALL OF CONCRETE CULVERT, THE DISK IS STAMPED USC AND GS
 KD1123'BM E-196, 1945.
 KD1123'
 KD1123'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KD1123'COUNTY ROUTE H IN THE SOUTH EDGE OF CALLAO, GO WEST FOR 0.75
 KD1123'MILE TO THE JUNCTION STATE ROUTE 3, TURN LEFT (SOUTH) ON STATE
 KD1123'ROUTE 3 FOR 4.65 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 KD1123'DESCRIBED, CONTINUE SOUTH FOR 0.2 MILE TO THE STATION SITE AS
 KD1123'DESCRIBED.
 KD1123'
 KD1123'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1123
 KD1123                          STATION RECOVERY (1966)
 KD1123
 KD1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1123'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE UNDERGROUND
 KD1123'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KD1123'THE AZIMUTH MARK (BENCH MARK E 196) WERE RECOVERED AS DESCRIBED
 KD1123'AND FOUND IN GOOD CONDITION.  THE TO REACH THE STATION WAS
 KD1123'ADEQUATE FOR RECOVERY.
 KD1123'
 KD1123'A NEW SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK.
 KD1123'
 KD1123'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 KD1123'VERIFIED.
 KD1123'
 KD1123'FOLLOWING ARE NOTES FOR THE STATION MARK.
 KD1123'
 KD1123'STATION MARK, A STANDARD DISK STAMPED BARRY 1948 1966, IS SET
 KD1123'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 KD1123'SURFACE OF THE GROUND.  A METAL WITNESS POST WAS SET 8.5 FEET
 KD1123'WEST-NORTHWEST OF THE MARK.  THE UNDERGROUND DISK, STAMPED
 KD1123'BARRY 1948, IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 KD1123'36 INCHES BELOW THE SURFACE OF THE GROUND.
 KD1123'
 KD1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES
 KD1123'SOUTH-SOUTHWEST OF CALLAO.
 KD1123
 KD1123                          STATION RECOVERY (1973)
 KD1123
 KD1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KD1123'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK (BENCH
 KD1123'MARK E 196) WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 KD1123'MARK 1 WAS FOUND TILTED OUT OF POSITION.  DUE TO ROAD CONSTRUCTION,
 KD1123'ALL THE MARKS HAD TO BE MOVED.  THE DISTANCE AND DIRECTION TO
 KD1123'REFERENCE MARK 2 COMPARED GOOD WITH THE PREVIOUS DATA.  STATION
 KD1123'BARRY 2, REFERENCE MARK 3 AND 4 AND BENCH MARK E 196 RESET WERE
 KD1123'ESTABLISHED.  SEE DESCRIPTION FOR STATION BARRY 2 FOR
 KD1123'DESCRIPTION OF THE MARKS.
 KD1123'
 KD1123'NOTE--DISTANCE METER MEASUREMENTS WERE MADE FROM BARRY 2 TO BARRY
 KD1123'1948 1966 AND FROM BARRY 2 TO E 196 RESET.
 KD1123'
 KD1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 KD1123'SOUTH-SOUTHWEST OF CALLAO.
 KD1123
 KD1123                          STATION RECOVERY (1990)
 KD1123
 KD1123'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1126 ***********************************************************************
 KD1126  DESIGNATION -  BARRY 2
 KD1126  PID         -  KD1126
 KD1126  STATE/COUNTY-  MO/MACON
 KD1126  USGS QUAD   -  LAGONDA (1978)
 KD1126
 KD1126                         *CURRENT SURVEY CONTROL
 KD1126  ___________________________________________________________________
 KD1126* NAD 83(1997)-  39 41 37.00881(N)    092 39 23.61403(W)     ADJUSTED  
 KD1126* NAVD 88     -       243.2    (meters)     798.     (feet)  VERTCON   
 KD1126  ___________________________________________________________________
 KD1126  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 KD1126  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KD1126
 KD1126  HORZ ORDER  -  THIRD
 KD1126
 KD1126.The horizontal coordinates were established by classical geodetic methods
 KD1126.and adjusted by the National Geodetic Survey in February 2000..
 KD1126.No horizontal observational check was made to the station.
 KD1126
 KD1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1126
 KD1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1126
 KD1126.The geoid height was determined by GEOID03.
 KD1126
 KD1126;                    North         East     Units Scale Factor Converg.
 KD1126;SPC MO C     -   428,443.818   486,572.117   MT  0.99993555   -0 05 60.0
 KD1126;UTM  15      - 4,393,808.588   529,446.617   MT  0.99961068   +0 13 09.7
 KD1126
 KD1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1126!SPC MO C     -   0.99996688  x   0.99993555  =   0.99990243
 KD1126!UTM  15      -   0.99996688  x   0.99961068  =   0.99957757
 KD1126
 KD1126:                Primary Azimuth Mark                     Grid Az
 KD1126:SPC MO C     -  E 196                                    048 26 51.5
 KD1126:UTM  15      -  E 196                                    048 07 41.8
 KD1126
 KD1126|---------------------------------------------------------------------|
 KD1126| PID    Reference Object                     Distance      Geod. Az  |
 KD1126|                                                           dddmmss.s |
 KD1126| KD0251 E 196                                              0482051.5 |
 KD1126| CL8883 BARRY 2 RM 4                         11.472 METERS 04929     |
 KD1126| KD0252 E 196 RESET                         APPROX. 0.5 KM 0504946.5 |
 KD1126| KD1123 BARRY                                12.825 METERS 13735     |
 KD1126| CL8882 BARRY 2 RM 3                         10.619 METERS 22114     |
 KD1126|---------------------------------------------------------------------|
 KD1126
 KD1126                          SUPERSEDED SURVEY CONTROL
 KD1126
 KD1126  NAD 83(1997)-  39 41 37.01198(N)    092 39 23.61992(W) AD(       ) 3
 KD1126  NAD 83(1986)-  39 41 37.01320(N)    092 39 23.62107(W) AD(       ) 3
 KD1126  NAD 27      -  39 41 36.90209(N)    092 39 22.93529(W) AD(       ) 3
 KD1126  NGVD 29 (07/19/86)  243.2    (m)          798.     (f) VERT ANG       
 KD1126
 KD1126.Superseded values are not recommended for survey control.
 KD1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1126.See file dsdata.txt to determine how the superseded data were derived.
 KD1126
 KD1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2944793809(NAD 83)
 KD1126_MARKER: DS = TRIANGULATION STATION DISK
 KD1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1126_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1126
 KD1126  HISTORY     - Date     Condition        Report By
 KD1126  HISTORY     - 1973     MONUMENTED       NGS
 KD1126
 KD1126                          STATION DESCRIPTION
 KD1126
 KD1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KD1126'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF CALLAO, IN
 KD1126'THE NORTHEAST QUARTER OF SECTION 2, T 56 N, R 16 W, ON THE TOP OF A
 KD1126'HILL AND ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 3.
 KD1126'
 KD1126'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 36 AND STATE
 KD1126'HIGHWAY 3 ABOUT 1 MILE WEST OF CALLAO AND ABOUT 10 MILES WEST OF
 KD1126'MACON, GO SOUTH ON HIGHWAY 3 FOR 4.55 MILE TO BENCH MARK E 196
 KD1126'RESET (AZIMUTH MARK) ON THE LEFT.  CONTINUE SOUTHERLY ON HIGHWAY 3
 KD1126'FOR 0.05 MILE TO A BRIDGE.  CONTINUE SOUTHERLY ON HIGHWAY 3 FOR
 KD1126'0.25 MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 KD1126'
 KD1126'THE STATION MARKS ARE STANDARD DISKS STAMPED BARRY 2 1973,
 KD1126'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 KD1126'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS
 KD1126'2 FEET SOUTHEAST OF AN 8-INCH DIAMETER FENCE POST IN FENCE LINE
 KD1126'AND 1.5 FEET EAST OF THE FENCE.  THE UNDERGROUND DISK IS SET IN AN
 KD1126'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 KD1126'SURFACE.
 KD1126'
 KD1126'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BARRY 2 NO 3 1972,
 KD1126'SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD 40 INCHES DEEP
 KD1126'WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A 4
 KD1126'INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 1
 KD1126'FOOT EAST OF THE FENCE AND 1 FOOT NORTH OF A METAL WITNESS
 KD1126'POST.
 KD1126'
 KD1126'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BARRY 2 NO 4 1972,
 KD1126'SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD THAT IS 40 INCHES
 KD1126'DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A
 KD1126'4 INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KD1126'1 FOOT EAST OF THE FENCE AND 1 FOOT SOUTH OF A METAL WITNESS
 KD1126'POST.
 KD1126'
 KD1126'BM E 196 RESET IS A STANDARD BENCH MARK DISK STAMPED E 196 RESET
 KD1126'1973, SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD 4 FEET
 KD1126'DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A
 KD1126'4 INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KD1126'2.5 FEET NORTH-NORTHWEST OF A T-FENCE POST, 1 FOOT WEST OF A
 KD1126'BOARD FENCE BRACES AND 1 FOOT WEST OF A METAL WITNESS POST IN
 KD1126'FENCE LINE.
 KD1126'
 KD1126'NOTE--E 196 TO E 196 RESET = + 2.132 METERS.
 KD1126'
 KD1126'BARRY 1948 1966 TO BARRY 2 = + 0.1440 METERS.
 KD1126'
 KD1126'NEAREST TOWN--CALLAO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0498 ***********************************************************************
 LE0498  DESIGNATION -  BARTLETT
 LE0498  PID         -  LE0498
 LE0498  STATE/COUNTY-  MO/SULLIVAN
 LE0498  USGS QUAD   -  WINIGAN (1979)
 LE0498
 LE0498                         *CURRENT SURVEY CONTROL
 LE0498  ___________________________________________________________________
 LE0498* NAD 83(1997)-  40 06 30.77160(N)    092 55 14.63102(W)     ADJUSTED  
 LE0498* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 LE0498  ___________________________________________________________________
 LE0498  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 LE0498  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LE0498
 LE0498  HORZ ORDER  -  FIRST
 LE0498
 LE0498.The horizontal coordinates were established by classical geodetic methods
 LE0498.and adjusted by the National Geodetic Survey in February 2000..
 LE0498
 LE0498.The orthometric height was scaled from a topographic map.
 LE0498
 LE0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0498
 LE0498.The geoid height was determined by GEOID03.
 LE0498
 LE0498;                    North         East     Units Scale Factor Converg.
 LE0498;SPC MO C     -   474,585.140   464,131.461   MT  0.99994917   -0 16 15.8
 LE0498;UTM  15      - 4,439,808.072   506,755.666   MT  0.99960056   +0 03 03.8
 LE0498
 LE0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0498!SPC MO C     -   0.99995575  x   0.99994917  =   0.99990492
 LE0498!UTM  15      -   0.99995575  x   0.99960056  =   0.99955633
 LE0498
 LE0498|---------------------------------------------------------------------|
 LE0498| PID    Reference Object                     Distance      Geod. Az  |
 LE0498|                                                           dddmmss.s |
 LE0498| CL8885 BARTLETT RM 1                        33.949 METERS 21727     |
 LE0498| CL8886 BARTLETT RM 2                        26.289 METERS 31101     |
 LE0498| CL8884 BARTLETT AZ MK                                     3591028.1 |
 LE0498|---------------------------------------------------------------------|
 LE0498
 LE0498                          SUPERSEDED SURVEY CONTROL
 LE0498
 LE0498  NAD 83(1997)-  40 06 30.77238(N)    092 55 14.63402(W) AD(       ) 1
 LE0498  NAD 83(1986)-  40 06 30.77359(N)    092 55 14.63831(W) AD(       ) 1
 LE0498  NAD 27      -  40 06 30.68540(N)    092 55 13.91360(W) AD(       ) 1
 LE0498
 LE0498.Superseded values are not recommended for survey control.
 LE0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0498.See file dsdata.txt to determine how the superseded data were derived.
 LE0498
 LE0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE0675639808(NAD 83)
 LE0498_MARKER: DS = TRIANGULATION STATION DISK
 LE0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0498
 LE0498  HISTORY     - Date     Condition        Report By
 LE0498  HISTORY     - 1934     MONUMENTED       CGS
 LE0498  HISTORY     - 1967     GOOD             CGS
 LE0498
 LE0498                          STATION DESCRIPTION
 LE0498
 LE0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0498'THIS STATION IS ABOUT 10 MILES E OF S OF GREEN CITY, IN THE NE 1/4
 LE0498'SEC. 9, T 61 N, R 18 W, ON LAND OWNED BY THE W.M. BARTLETT COMPANY,
 LE0498'ST. JOSEPH, AND RENTED BY C.H. BORRON.  MARK IS SET 33 FEET E OF
 LE0498'THE CENTER LINE OF COUNTY ROUTE A, 79 FEET SE OF THE SE FENCE
 LE0498'CORNER OF FARMYARD, 3 FEET E OF THE RIGHT-OF-WAY LINE, 56 FEET E
 LE0498'OF DOUBLE-TRUNK PEAR TREE, ON OPPOSITE SIDE OF ROAD.  MARK PROJECTS 2
 LE0498'INCHES.
 LE0498'
 LE0498'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN THE
 LE0498'TOPS OF CONCRETE CYLINDERS.
 LE0498'
 LE0498'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LE0498'
 LE0498'REFERENCE MARK NO.1 IS SW OF THE STATION, 1-FOOT E OF THE FENCE LINE,
 LE0498'36 FEET W OF THE CENTER LINE OF THE ROAD, 22 FEET S OF THE FENCE
 LE0498'CORNER AT THE SE CORNER OF GARDEN PLOT, AND 11 FEET S OF GATE, AND
 LE0498'PROJECTS 12 INCHES.
 LE0498'
 LE0498'REFERENCE MARK NO.2 IS NW OF THE STATION, 34 FEET W OF THE CENTER
 LE0498'LINE OF THE ROAD, 7 FEET W OF THE SE CORNER OF YARD, 1-FOOT E OF THE
 LE0498'NE FENCE CORNER OF THE GARDEN, 52 FEET ESE OF THE SE CORNER OF
 LE0498'FARMHOUSE, 11 FEET SW OF 1-FOOT CEDAR TREE IN CORNER OF YARD AND
 LE0498'PROJECTS 12 INCHES.
 LE0498'
 LE0498'AZIMUTH MARK IS N OF THE STATION, 31 FEET W OF THE CENTER LINE OF
 LE0498'ROUTE A, 3 FEET S OF RIGHT-OF-WAY MARKER IN THE W RIGHT-OF-WAY LINE,
 LE0498'AND PROJECTS 12 INCHES.
 LE0498'
 LE0498'TO REACH STATION FROM GREEN CITY, GO S ON ROUTE 6 ABOUT 0.5
 LE0498'MILE TO POINT WHERE COUNTY ROUTE A CONTINUES S AND ROUTE 6 TURNS
 LE0498'E, GO S ON COUNTY ROUTE A FOR 11.2 MILES TO STATION.
 LE0498'
 LE0498'A LIGHT 87 FEET ABOVE HILL IS VISIBLE FROM THE GROUND.
 LE0498'
 LE0498'A LIGHT 100 FEET ABOVE GREENCASTLE COMES INTO VIEW AT 20 FEET ABOVE
 LE0498'THE GROUND.
 LE0498'
 LE0498'LIGHTS 87 FEET ABOVE TAYLOR AND PAGE COME INTO VIEW AT 50 FEET ABOVE
 LE0498'THE GROUND.
 LE0498
 LE0498                          STATION RECOVERY (1967)
 LE0498
 LE0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0498'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE STATION
 LE0498'MARK IS IN THE EDGE OF A FIELD, SOUTHEAST ACROSS THE HIGHWAY FROM A
 LE0498'FARMHOUSE AND IS 3 FEET EAST OF A METAL WITNESS POST THAT WAS SET
 LE0498'IN RIGHT OF WAY LINE FENCE.  R.M. NO. 1 IS SOUTHWEST ACROSS THE
 LE0498'HIGHWAY FROM THE STATION, ON WEST RIGHT OF WAY OF HIGHWAY AND IS 10
 LE0498'FEET SOUTH OF SOUTH GATE POST FOR WOODEN GATE.  R.M. NO. 2 IS IN THE
 LE0498'SOUTHEAST CORNER OF THE FRONT YARD OF FARMHOUSE AND IS EASILY
 LE0498'RECOVERED AS IT PROJECTS ABOUT 10 INCHES.  THE AZIMUTH MARK IS
 LE0498'0.45 MILE NORTH OF THE STATION, ON WEST RIGHT OF WAY, 3 FEET
 LE0498'SOUTH OF A RIGHT OF WAY POST, 1 FOOT EAST OF THE FENCE AND 1
 LE0498'FOOT SOUTH OF A METAL WITNESS POST.
 LE0498'
 LE0498'TO REACH FROM GREEN CITY, FROM THE JUNCTION OF STATE HIGHWAYS
 LE0498'6 AND 129, GO SOUTH ON HIGHWAY 129 FOR 7.6 MILES TO JUNCTION WITH
 LE0498'COUNTY ROUTE H AT MYSTIC, CONTINUE SOUTHERLY ON HIGHWAY 129 FOR 3.1
 LE0498'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR 0.45
 LE0498'MILE TO A HOUSE ON RIGHT AND STATION ON LEFT TO SOUTHEAST OF HOUSE.
 LE0498'
 LE0498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 LE0498'SOUTH-SOUTHEAST GREEN CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0971 ***********************************************************************
 HE0971  DESIGNATION -  BARTON
 HE0971  PID         -  HE0971
 HE0971  STATE/COUNTY-  MO/BARTON
 HE0971  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0971
 HE0971                         *CURRENT SURVEY CONTROL
 HE0971  ___________________________________________________________________
 HE0971* NAD 83(1997)-  37 23 46.80185(N)    094 22 22.96771(W)     ADJUSTED  
 HE0971* NAVD 88     -       307.     (meters)    1007.     (feet)  SCALED    
 HE0971  ___________________________________________________________________
 HE0971  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 HE0971  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HE0971
 HE0971  HORZ ORDER  -  THIRD
 HE0971
 HE0971.The horizontal coordinates were established by classical geodetic methods
 HE0971.and adjusted by the National Geodetic Survey in February 2000..
 HE0971
 HE0971.The orthometric height was scaled from a topographic map.
 HE0971
 HE0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0971
 HE0971.The geoid height was determined by GEOID03.
 HE0971
 HE0971;                    North         East     Units Scale Factor Converg.
 HE0971;SPC MO W     -   136,460.086   861,240.754   MT  0.99994273   +0 04 37.6
 HE0971;UTM  15      - 4,139,724.951   378,465.646   MT  0.99978194   -0 50 02.4
 HE0971
 HE0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0971!SPC MO W     -   0.99995659  x   0.99994273  =   0.99989933
 HE0971!UTM  15      -   0.99995659  x   0.99978194  =   0.99973854
 HE0971
 HE0971|---------------------------------------------------------------------|
 HE0971| PID    Reference Object                     Distance      Geod. Az  |
 HE0971|                                                           dddmmss.s |
 HE0971| CN5604 BARTON RM 1                          11.115 METERS 17801     |
 HE0971| CN5605 BARTON RM 2                           8.353 METERS 28524     |
 HE0971| CN5603 BARTON AZ MK                                       3575728.2 |
 HE0971|---------------------------------------------------------------------|
 HE0971
 HE0971                          SUPERSEDED SURVEY CONTROL
 HE0971
 HE0971  NAD 83(1997)-  37 23 46.80198(N)    094 22 22.96763(W) AD(       ) 3
 HE0971  NAD 83(1997)-  37 23 46.81061(N)    094 22 22.96910(W) AD(       ) 3
 HE0971  NAD 83(1986)-  37 23 46.81372(N)    094 22 22.96419(W) AD(       ) 3
 HE0971  NAD 27      -  37 23 46.62930(N)    094 22 22.14080(W) AD(       ) 3
 HE0971
 HE0971.Superseded values are not recommended for survey control.
 HE0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0971.See file dsdata.txt to determine how the superseded data were derived.
 HE0971
 HE0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7846639725(NAD 83)
 HE0971_MARKER: DS = TRIANGULATION STATION DISK
 HE0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0971
 HE0971  HISTORY     - Date     Condition        Report By
 HE0971  HISTORY     - 1960     MONUMENTED       CGS
 HE0971
 HE0971                          STATION DESCRIPTION
 HE0971
 HE0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0971'THE STATION IS APPROXIMATELY 6 MILES NORTHWEST OF JASPER,
 HE0971'4-1/2 MILES SOUTH OF OAKTON IN THE NORTHWEST QUARTER OF
 HE0971'SECTION 32, T-31-N, R-31-W, ON ROAD RIGHT-OF-WAY.
 HE0971'
 HE0971'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 HE0971'AND STATE HIGHWAY 126, APPROXIMATELY 4-1/4 MILES NORTH OF
 HE0971'JASPER, GO WEST ON HIGHWAY 126 FOR 2.9 MILES TO A CROSSROAD.
 HE0971'(JUNCTION OF COUNTY ROUTE Z).  CONTINUE WEST ON HIGHWAY
 HE0971'126 FOR 1.0 MILE TO THE TOP OF A HILL, A SECTION LINE ROAD
 HE0971'ON THE LEFT AND THE AZIMUTH MARK IN THE SOUTH ANGLE.  TURN
 HE0971'LEFT, SOUTH, FOR 0.25 MILE TO THE STATION ON THE LEFT.
 HE0971'
 HE0971'STATION MARKS ARE STANDARD DISKS STAMPED BARTON 1960.  THE
 HE0971'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HE0971'SURFACE OF THE GROUND.  IT IS 15 FEET EAST OF THE SECTION
 HE0971'LINE ROAD, 5 FEET WEST OF A METAL WITNESS POST AND 2.5 FEET
 HE0971'WEST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HE0971'MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 HE0971'
 HE0971'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BARTON NO 1
 HE0971'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HE0971'OF THE GROUND.  IT IS 21 FEET EAST OF THE CENTER OF THE
 HE0971'SECTION LINE ROAD AND 1 FOOT WEST OF THE FENCE.
 HE0971'
 HE0971'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BARTON NO 2
 HE0971'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HE0971'OF THE GROUND.  IT IS 15 FEET WEST OF THE CENTER OF THE
 HE0971'SECTION LINE ROAD AND 1 FOOT EAST OF A FENCE.
 HE0971'
 HE0971'AZIMUTH MARK IS A STANDARD DISK STAMPED BARTON 1960, SET
 HE0971'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HE0971'GROUND.  IT IS 48 FEET WEST OF THE CENTER OF THE SECTION
 HE0971'LINE ROAD, 41 FEET SOUTH OF THE CENTER OF HIGHWAY 126 AND
 HE0971'2 FEET EAST OF A METAL WITNESS POST.
 HE0971'
 HE0971'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1888 ***********************************************************************
 JE1888  DESIGNATION -  BATES
 JE1888  PID         -  JE1888
 JE1888  STATE/COUNTY-  MO/HENRY
 JE1888  USGS QUAD   -  JOHNSTOWN (1981)
 JE1888
 JE1888                         *CURRENT SURVEY CONTROL
 JE1888  ___________________________________________________________________
 JE1888* NAD 83(1997)-  38 21 38.67815(N)    094 03 51.86457(W)     ADJUSTED  
 JE1888* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 JE1888  ___________________________________________________________________
 JE1888  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 JE1888  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE1888
 JE1888  HORZ ORDER  -  SECOND
 JE1888
 JE1888.The horizontal coordinates were established by classical geodetic methods
 JE1888.and adjusted by the National Geodetic Survey in February 2000..
 JE1888
 JE1888.The orthometric height was scaled from a topographic map.
 JE1888
 JE1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1888
 JE1888.The geoid height was determined by GEOID03.
 JE1888
 JE1888;                    North         East     Units Scale Factor Converg.
 JE1888;SPC MO W     -   243,579.948   888,068.890   MT  0.99995902   +0 16 13.2
 JE1888;UTM  15      - 4,246,377.653   407,006.323   MT  0.99970650   -0 39 38.3
 JE1888
 JE1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1888!SPC MO W     -   0.99996001  x   0.99995902  =   0.99991903
 JE1888!UTM  15      -   0.99996001  x   0.99970650  =   0.99966652
 JE1888
 JE1888|---------------------------------------------------------------------|
 JE1888| PID    Reference Object                     Distance      Geod. Az  |
 JE1888|                                                           dddmmss.s |
 JE1888| CN5610 BATES RM 1                           28.081 METERS 08453     |
 JE1888| CN5609 BATES AZ MK                                        1803129.8 |
 JE1888| CN5611 BATES RM 2                           21.421 METERS 19122     |
 JE1888|---------------------------------------------------------------------|
 JE1888
 JE1888                          SUPERSEDED SURVEY CONTROL
 JE1888
 JE1888  NAD 83(1997)-  38 21 38.67866(N)    094 03 51.86463(W) AD(       ) 2
 JE1888  NAD 83(1986)-  38 21 38.68690(N)    094 03 51.86225(W) AD(       ) 2
 JE1888  NAD 27      -  38 21 38.61500(N)    094 03 51.06600(W) AD(       ) 2
 JE1888
 JE1888.Superseded values are not recommended for survey control.
 JE1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1888.See file dsdata.txt to determine how the superseded data were derived.
 JE1888
 JE1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC0700646378(NAD 83)
 JE1888_MARKER: DS = TRIANGULATION STATION DISK
 JE1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1888
 JE1888  HISTORY     - Date     Condition        Report By
 JE1888  HISTORY     - 1948     MONUMENTED       CGS
 JE1888  HISTORY     - 1961     GOOD             LOCENG
 JE1888  HISTORY     - 1965     GOOD             CGS
 JE1888
 JE1888                          STATION DESCRIPTION
 JE1888
 JE1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1888'THE STATION IS LOCATED ABOUT 4.2 MILES EAST OF BALLARD,
 JE1888'0.2 MILE EAST OF THE BATES-HENRY COUNTY LINE, 0.1 MILE NORTH
 JE1888'OF STATE HIGHWAY NO. 18, 150.0 FEET WEST-SOUTHWEST OF A
 JE1888'FARM HOUSE, 29.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 JE1888'OF A MACHINE SHED, AND 18.0 FEET SOUTHEAST OF A FENCE CORNER.
 JE1888'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED BATES 1948.
 JE1888'
 JE1888'REFERENCE MARK NO. 1 IS 50.0 FEET SOUTHWEST OF THE SOUTHWEST
 JE1888'CORNER OF A FARM HOUSE, 35.0 FEET NORTHEAST OF THE NORTHEAST
 JE1888'CORNER OF A MACHINE SHED, AND 1.7 FEET SOUTH OF A WIRE FENCE.
 JE1888'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED BATES NO 1 1948.
 JE1888'
 JE1888'REFERENCE MARK NO. 2 IS 50.0 FEET SOUTHWEST OF THE SOUTHWEST
 JE1888'CORNER OF A MACHINE SHED AND 1.0 FOOT EAST OF A FENCE.  IT
 JE1888'IS SET FLUSH WITH THE GROUND AND IS STAMPED BATES NO 2 1948.
 JE1888'
 JE1888'AZIMUTH MARK IS 0.2 MILE SOUTH OF STATE HIGHWAY NO. 18, 15.0
 JE1888'FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 2.5 FEET
 JE1888'NORTHWEST OF A REFERENCE POST.  IT PROJECTS 5 INCHES AND
 JE1888'IS STAMPED BATES 1948.
 JE1888'
 JE1888'TO REACH THE STATION FROM THE GENERAL STORE IN BALLARD, GO
 JE1888'EAST ON STATE HIGHWAY NO. 18 FOR 4.25 MILES TO THE TOP OF
 JE1888'A GRADE AND A DRIVEWAY TO THE LEFT, TURN LEFT INTO DRIVEWAY
 JE1888'AND GO NORTH FOR 0.1 MILE TO THE FRONT OF A FARM HOUSE,
 JE1888'TURN LEFT AND GO 140 FEET TO THE STATION AS DESCRIBED.
 JE1888'
 JE1888'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1
 JE1888'MILE TO STATE HIGHWAY NO. 18, TURN RIGHT AND GO WEST 0.05
 JE1888'MILE, TURN LEFT AND GO SOUTH ON A SIDE ROAD FOR 0.25 MILE
 JE1888'TO THE MARK ON THE LEFT.
 JE1888'
 JE1888'A 74 FOOT SIGNAL AT GERMAN IS VISIBLE AT 15 FEET.
 JE1888'
 JE1888'A 100 FOOT SIGNAL AT HUDSON IS VISIBLE AT 4 FEET.
 JE1888'
 JE1888'A 47 FOOT SIGNAL AT N HILL IS VISIBLE AT 37 FEET.
 JE1888'
 JE1888'A 47 FOOT SIGNAL AT BALLARD IS VISIBLE AT 37 FEET.
 JE1888'
 JE1888'A 74 FOOT SIGNAL AT DAYTON IS VISIBLE AT 77 FEET.
 JE1888'
 JE1888'A 87 FOOT SIGNAL AT CREIGHTON IS VISIBLE AT 15 FEET.
 JE1888'
 JE1888'A 74 FOOT SIGNAL AT GROVE IS VISIBLE AT 37 FEET.
 JE1888'
 JE1888'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JE1888
 JE1888                          STATION RECOVERY (1961)
 JE1888
 JE1888'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JE1888'RECOVERED BY AERIAL CONTROL GEO.
 JE1888'
 JE1888'ALL MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH MARK OBSCURED
 JE1888'BY TREES.
 JE1888
 JE1888                          STATION RECOVERY (1965)
 JE1888
 JE1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JE1888'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JE1888'
 JE1888'THE 1948 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1888'
 JE1888'NOTE- A METAL WITNESS POST WAS SET 13 FEET SOUTH-SOUTHWEST
 JE1888'OF THE STATION MARK.
 JE1888'
 JE1888'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1210 ***********************************************************************
 HD1210  DESIGNATION -  BATESMAN
 HD1210  PID         -  HD1210
 HD1210  STATE/COUNTY-  MO/LACLEDE
 HD1210  USGS QUAD   -  PHILLIPSBURG (1982)
 HD1210
 HD1210                         *CURRENT SURVEY CONTROL
 HD1210  ___________________________________________________________________
 HD1210* NAD 83(1997)-  37 32 22.49571(N)    092 48 29.35536(W)     ADJUSTED  
 HD1210* NAVD 88     -       446.49   (+/-2cm)    1464.9    (feet)  VERTCON   
 HD1210  ___________________________________________________________________
 HD1210  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 HD1210  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HD1210
 HD1210  HORZ ORDER  -  FIRST
 HD1210  VERT ORDER  -  THIRD ? (See Below)
 HD1210
 HD1210.The horizontal coordinates were established by classical geodetic methods
 HD1210.and adjusted by the National Geodetic Survey in February 2000..
 HD1210
 HD1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1210.The vertical order pertains to the NGVD 29 superseded value.
 HD1210
 HD1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1210
 HD1210.The geoid height was determined by GEOID03.
 HD1210
 HD1210;                    North         East     Units Scale Factor Converg.
 HD1210;SPC MO C     -   189,377.499   472,767.494   MT  0.99994246   -0 11 15.9
 HD1210;UTM  15      - 4,154,749.993   516,948.312   MT  0.99960354   +0 07 00.8
 HD1210
 HD1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1210!SPC MO C     -   0.99993459  x   0.99994246  =   0.99987706
 HD1210!UTM  15      -   0.99993459  x   0.99960354  =   0.99953816
 HD1210
 HD1210:                Primary Azimuth Mark                     Grid Az
 HD1210:SPC MO C     -  LEBANON MUN LT WATER PLT STK             038 48 43.9
 HD1210:UTM  15      -  LEBANON MUN LT WATER PLT STK             038 30 27.2
 HD1210
 HD1210|---------------------------------------------------------------------|
 HD1210| PID    Reference Object                     Distance      Geod. Az  |
 HD1210|                                                           dddmmss.s |
 HD1210| HD1205 LEBANON MUN LT WATER PLT STK        APPROX.19.6 KM 0383728.0 |
 HD1210| HD1201 LEBANON MUNICIPAL STANDPIPE         APPROX.19.6 KM 0384429.5 |
 HD1210| CN5607 BATESMAN RM 1                       106.744 METERS 07518     |
 HD1210| HD1179 MARSHFIELD WATER TOWER              APPROX.24.2 KM 2002002.7 |
 HD1210| CN5608 BATESMAN RM 2                       125.322 METERS 21539     |
 HD1210| HD1233 BUFFALO MUNICIPAL WATER TOWER       APPROX.27.6 KM 2951638.8 |
 HD1210| CN5606 BATESMAN AZ MK                                     3532325.8 |
 HD1210|---------------------------------------------------------------------|
 HD1210
 HD1210                          SUPERSEDED SURVEY CONTROL
 HD1210
 HD1210  NAD 83(1986)-  37 32 22.50820(N)    092 48 29.35501(W) AD(       ) 1
 HD1210  NAD 27      -  37 32 22.35000(N)    092 48 28.71900(W) AD(       ) 1
 HD1210  NGVD 29 (07/19/86)  446.37   (m)         1464.5    (f) LEVELING    3  
 HD1210
 HD1210.Superseded values are not recommended for survey control.
 HD1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1210.See file dsdata.txt to determine how the superseded data were derived.
 HD1210
 HD1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB1694854750(NAD 83)
 HD1210_MARKER: DS = TRIANGULATION STATION DISK
 HD1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1210
 HD1210  HISTORY     - Date     Condition        Report By
 HD1210  HISTORY     - 1928     MONUMENTED       CGS
 HD1210  HISTORY     - 1935     GOOD             CGS
 HD1210  HISTORY     - 1939     GOOD             CGS
 HD1210  HISTORY     - 1946     GOOD             CGS
 HD1210  HISTORY     - 1947     GOOD             CGS
 HD1210  HISTORY     - 1964     GOOD             CGS
 HD1210
 HD1210                          STATION DESCRIPTION
 HD1210
 HD1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 HD1210'ABOUT 1-1/2 MILES SOUTHWEST OF PHILLIPSBURG, ONE-FOURTH MILE
 HD1210'EAST OF HIGHWAY NO. 66, IN NE 1/4 NW 1/4 SEC. 33, T. 33 N.,
 HD1210'R. 17 W., ON LAND OWNED BY G.L. BATEMAN, WHO OPERATES THE BATEMAN
 HD1210'GOLDFISH FARM ON THE PLACE AND LIVES ONE-FOURTH MILE WEST OF
 HD1210'THE STATION.  STATION IS IN SMALL CLEARING, 143 METERS (469
 HD1210'FEET) SOUTH OF LINE BETWEEN SECTIONS 28 AND 33, AT THE NORTHEAST
 HD1210'CORNER OF TIMBERED SECTION ON HIGHEST POINT OF THE KNOLL.
 HD1210'SURFACE MARK IS A STANDARD DISK STATION MARK STAMPED BATESMAN,
 HD1210'IN CONCRETE, 4 INCHES ABOVE SURFACE OF GROUND.  UNDERGROUND
 HD1210'MARK IS STANDARD DISK IN CONCRETE 5 FEET BELOW SURFACE OF
 HD1210'GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 HD1210'CONCRETE. NO. 1 IS 106.78 METERS (350.3 FEET)
 HD1210'FROM STATION N 75 DEG 18 MIN E. NO. 2 IS
 HD1210'AT WEST EDGE OF TIMBERED SECTION, 445 FEET (PACED DISTANCE)
 HD1210'FROM STATION  S 35 DEG 39 MIN W.
 HD1210
 HD1210                          STATION RECOVERY (1935)
 HD1210
 HD1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 HD1210'FOUND IN GOOD CONDITION ON LAND DESCRIBED, OWNER NOT KNOWN,
 HD1210'FARMED BY VIRGIL BROWN, 1.1 MILES SOUTH OF JUNCTION OF STATE
 HD1210'HIGHWAY NO. 66 AND COUNTY HIGHWAY A, BATEMAN GOLDFISH FARM
 HD1210'HAS DISCONTINUED.  ALL OLD TIES STILL HOLD.  STATION IS 45
 HD1210'FEET EAST OF WEST EDGE OF SMALL GROVE IN CENTER OF CLEARING,
 HD1210'AND 460 FEET SOUTH OF ROAD THROUGH BUSHES AT NORTHWEST CORNER
 HD1210'OF CULTIVATED FIELD.
 HD1210'
 HD1210'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION, 124 FEET WEST
 HD1210'OF FENCE ON EAST SIDE OF FIELD, 295 FEET NORTH OF NORTH EDGE
 HD1210'OF WOODS.
 HD1210'
 HD1210'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION, 282 FEET DUE
 HD1210'SOUTH OF 2 OAK TREES, 18 INCHES AND 10 INCHES IN DIAMETER, 3
 HD1210'FEET APART, IN SOUTH SIDE CENTER OF SMALL GROVE OF TREES NEAR
 HD1210'CENTER OF CLEARING, AND 411 FEET FROM STATION S 35 DEG 39 MIN W.
 HD1210
 HD1210                          STATION RECOVERY (1939)
 HD1210
 HD1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1210'THE STATION WAS RECOVERED AS DESCRIBED, AND ALL THE MARKS FOUND
 HD1210'IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO THE MARKS WERE
 HD1210'MEASURED AND CHECKED.
 HD1210'
 HD1210'THE STATION IS LOCATED ON THE TOP OF A VERY FLAT, PARTIALLY
 HD1210'CLEARED HILL, IN THE NE 1/4 SW 1/4 SEC. 33, T. 33 N., R. 17 W,
 HD1210'1-1/2 MILES SOUTHWEST OF PHILLIPSBURG, 1/4 MILE EAST OF U.S.
 HD1210'HIGHWAY NO. 66, 1/4 MILE SOUTHEAST OF THE OLD BATEMAN HOME,
 HD1210'AND AN UNOCCUPIED FILLING STATION, 47 FEET EAST OF THE WEST
 HD1210'EDGE OF A CLEARING, AND AT THE HIGHEST POINT OF THE CLEARING.
 HD1210'THE MARK PROJECTS 4 INCHES ABOVE THE GROUND
 HD1210'AND IS STAMPED BATEMAN 1928.
 HD1210'
 HD1210'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 66
 HD1210'AND COUNTY ROUTES A AND C, 0.7 MILE WEST OF PHILLIPSBURG,
 HD1210'GO SOUTHWEST ON HIGHWAY NO. 66 FOR 1.1 MILES, THEN TURN LEFT OFF
 HD1210'OF HIGHWAY NO. 66, PASSING BETWEEN ABANDONED FILLING STATION
 HD1210'AND HOUSE, AND GO SOUTHWEST ACROSS A FIELD FOR 0.15 MILE TO
 HD1210'THE TIMBER, CONTINUE SOUTHEAST THROUGH THE TIMBER FOR 0.1 MILE,
 HD1210'THEN TURN RIGHT AND GO SOUTH ACROSS THE CLEARING FOR 0.15
 HD1210'MILE TO THE TOP OF THE HILL AND THE STATION.
 HD1210'
 HD1210'THE DISTANCES TO THE MARKS WERE CHECKED IN THE FIELD AND THE
 HD1210'MEASUREMENTS BELOW SHOULD BE ACCEPTED AS CORRECT.
 HD1210'
 HD1210'REFERENCE MARK NO. 1 IS 106.744 METERS, 350.21 FEET,
 HD1210'EAST-NORTHEAST OF THE STATION.  THE MARK PROJECTS
 HD1210'3 INCHES ABOVE THE GROUND AND IS STAMPED BATESMAN NO 1 1928.
 HD1210'
 HD1210'REFERENCE MARK NO. 2 IS 125.322 METERS, 411.16 FEET,
 HD1210'WEST-SOUTHWEST OF THE STATION, AT THE NORTH EDGE OF A WOODS,
 HD1210'20 YARDS WEST OF A JUNK HEAP OF OLD CARS.  THE MARK
 HD1210'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED BATESMAN NO 2
 HD1210'1928.
 HD1210'
 HD1210'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH-NORTHWEST OF
 HD1210'THE STATION, 35 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 HD1210'NO. 66, 7-1/2 FEET SOUTHWEST OF TELEGRAPH POLE NO. 6575,
 HD1210'IN THE SOUTH ROAD-BANK, APPROXIMATELY 6 FEET ABOVE THE LEVEL
 HD1210'OF THE HIGHWAY.  THE MARK PROJECTS 6 INCHES ABOVE
 HD1210'THE GROUND AND IS STAMPED BATEMAN 1939.  TO REACH THE MARK
 HD1210'FROM THE ROAD LEADING INTO THE STATION AT THE OLD BATEMAN
 HD1210'HOME AND THE UNOCCUPIED FILLING STATION, GO NORTHEAST ON
 HD1210'U.S. HIGHWAY NO. 66 FOR 0.1 MILE TO THE MARK ON THE RIGHT
 HD1210'SIDE OF THE ROAD.
 HD1210'
 HD1210'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE POSTS WHICH
 HD1210'PROJECT 2-1/2 FEET ABOVE GROUND.
 HD1210
 HD1210                          STATION RECOVERY (1946)
 HD1210
 HD1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1210'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 HD1210'CONDITION.  THE STATION MARK WAS STAMPED BATESMAN 1928 AND
 HD1210'NOT BATEMAN 1928.  THE AZIMUTH MARK WAS STAMPED BATEMAN 1939
 HD1210'AND IT WAS CHANGED TO BATESMAN 1939 TO CORRESPOND WITH THE
 HD1210'STATION MARK.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 HD1210'
 HD1210'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF THE
 HD1210'SMALL VILLAGE OF PHILIPSBURG, 0.25 MILE EAST OF HIGHWAY 66
 HD1210'AND ON THE TOP OF A PARTIALLY CLEARED HILL.  THE MARK PROJECTS
 HD1210'4 INCHES AND THE DISK IS STAMPED BATESMAN 1928.
 HD1210'
 HD1210'THE DISTANCES TO REFERENCE MARKS NO. 1 AND 2 WERE NOT CHECKED
 HD1210'BECAUSE OF HEAVY UNDERBRUSH.  REFERENCE MARK NO. 1 IS (350.21)
 HD1210'FEET, 106.744 METERS EAST-NORTHEAST OF THE STATION.  THE MARK
 HD1210'PROJECTS 1 INCH AND THE DISK IS STAMPED BATESMAN NO 1 1928.
 HD1210'
 HD1210'REFERENCE MARK NO. 2 IS (411.16) FEET, 125.322 METERS
 HD1210'WEST-SOUTHWEST OF STATION.  THE MARK PROJECTS 2 INCHES AND
 HD1210'THE DISK IS STAMPED BATESMAN NO 2 1928.
 HD1210'
 HD1210'THE AZIMUTH MARK IS 0.4 MILE NORTH-NORTHWEST OF THE STATION, 35
 HD1210'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 66,
 HD1210'7-1/2 FEET SOUTHWEST OF A TELEGRAPH POLE NO. 6575 AND
 HD1210'APPROXIMATELY 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE
 HD1210'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BATESMAN 1939.
 HD1210'
 HD1210'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 66
 HD1210'AND COUNTY ROUTES A AND C, WHICH IS 0.7 MILE WEST OF THE SMALL
 HD1210'VILLAGE OF PHILIPSBURG, GO SOUTHWEST ON U.S. HIGHWAY 66
 HD1210'FOR 1.1 MILES TO OLD FOUNDATION OF AN ABANDONED FILLING STATION
 HD1210'ON THE LEFT, TURN LEFT THROUGH WIRE GATE AND GO SOUTHWEST
 HD1210'ON TRACK ROAD FOR 0.25 MILE, THENCE RIGHT THROUGH TIMBER
 HD1210'FOR 0.1 MILE TO THE SUMMIT OF LOW HILL AND THE STATION AS
 HD1210'DESCRIBED.
 HD1210'
 HD1210'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HD1210
 HD1210                          STATION RECOVERY (1947)
 HD1210
 HD1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1210'THE STATION WAS RECOVERED AS DESCRIBED BY R.A.M. IN 1946 AND
 HD1210'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO MARKS
 HD1210'WERE CHECKED AND FOUND TO BE CORRECT.  THE DIRECTION TO
 HD1210'REFERENCE MARK NO. 2 WAS NOT CHECKED AS IT WAS BEHIND A TOWER
 HD1210'LEG.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HD1210'
 HD1210'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE
 HD1210'VILLAGE OF PHILLIPSBURG, ABOUT 1/4 MILE SOUTH OF U.S. HIGHWAY
 HD1210'66, ON A PARTIALLY CLEARED HILL.  THE DISK IS STAMPED BATESMAN
 HD1210'1928 AND PROJECTS 4 INCHES.
 HD1210'
 HD1210'REFERENCE MARK NO. 1 IS 350.21 FEET EAST-NORTHEAST OF THE
 HD1210'STATION, AND 2 FEET NORTH OF A WITNESS POST.  THE DISK IS STAMPED
 HD1210'BATESMAN NO 1 1928 AND PROJECTS 1 INCH.
 HD1210'
 HD1210'REFERENCE MARK NO. 2 IS 411.16 FEET SOUTHWEST OF THE STATION,
 HD1210'AND 2 FEET NORTHEAST OF A WITNESS POST.  THE DISK IS STAMPED
 HD1210'BATESMAN NO 2 1928 AND PROJECTS 2 INCHES.
 HD1210'
 HD1210'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH-NORTHWEST
 HD1210'OF THE STATION, 35 FEET SOUTH OF THE CENTERLINE OF U.S.
 HD1210'HIGHWAY 66, 7.5 FEET SOUTH OF TELEPHONE POLE 6575, 2.5 SOUTHEAST
 HD1210'OF A WITNESS POST, AND 2 FEET SOUTHEAST OF A FENCE.  THE DISK
 HD1210'IS STAMPED BATESMAN 1939 AND PROJECTS 8 INCHES.
 HD1210'
 HD1210'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 HD1210'COUNTY ROUTES A AND C (0.7 MILE WEST OF PHILLIPSBURG), GO
 HD1210'SOUTHWEST ON U.S. HIGHWAY 66 FOR 1.0 MILE TO THE AZIMUTH MARK
 HD1210'ON THE LEFT AS DESCRIBED.  CONTINUE FOR 0.1 MILE TO A TRACK ROAD
 HD1210'LEFT.  TURN LEFT, PASS THRU A WIRE GATE, AND GO 0.25 MILE TO
 HD1210'A FORKS.  TAKE THE LEFT FORK FOR 0.05 MILE THENCE TURN RIGHT
 HD1210'ACROSS A PASTURE FOR 0.1 MILE TO THE SUMMIT AND THE STATION
 HD1210'AS DESCRIBED.
 HD1210'
 HD1210'OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
 HD1210
 HD1210                          STATION RECOVERY (1964)
 HD1210
 HD1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RMB)
 HD1210'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION- TO
 HD1210'REACH FROM THE PHILIPSBURG INTERCHANGE OF U.S. 66, GO SOUTH
 HD1210'0.2 MI. ON STATE ROAD A TO THE Y-INTERSECTION WITH STATE ROAD
 HD1210'CC (OLD U.S. 66).  TURN LEFT, GO 1.75 MI. SW TO A GRAVEL
 HD1210'ROAD ON THE LEFT WITH A SIGN MISSOURI CONSERVATION COMMISSION
 HD1210'LOOKOUT, TURN LEFT, GO 0.25 MI. TO THE LOOKOUT TOWER AND A
 HD1210'PARKING AREA.  STATION IS APPROX. 1000 FT NE IN A SCRUB-WOODED
 HD1210'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1272 ***********************************************************************
 KD1272  DESIGNATION -  BATTLE
 KD1272  PID         -  KD1272
 KD1272  STATE/COUNTY-  MO/LAFAYETTE
 KD1272  USGS QUAD   -  LEXINGTON WEST (1979)
 KD1272
 KD1272                         *CURRENT SURVEY CONTROL
 KD1272  ___________________________________________________________________
 KD1272* NAD 83(1997)-  39 11 34.86157(N)    093 52 44.93156(W)     ADJUSTED  
 KD1272* NAVD 88     -       253.     (meters)     830.     (feet)  VERTCON   
 KD1272  ___________________________________________________________________
 KD1272  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 KD1272  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD1272
 KD1272  HORZ ORDER  -  SECOND
 KD1272
 KD1272.The horizontal coordinates were established by classical geodetic methods
 KD1272.and adjusted by the National Geodetic Survey in February 2000..
 KD1272
 KD1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1272
 KD1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1272
 KD1272.The geoid height was determined by GEOID03.
 KD1272
 KD1272;                    North         East     Units Scale Factor Converg.
 KD1272;SPC MO W     -   336,060.005   903,632.836   MT  0.99997658   +0 23 32.5
 KD1272;UTM  15      - 4,338,564.348   424,079.721   MT  0.99967097   -0 33 20.1
 KD1272
 KD1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1272!SPC MO W     -   0.99996541  x   0.99997658  =   0.99994200
 KD1272!UTM  15      -   0.99996541  x   0.99967097  =   0.99963640
 KD1272
 KD1272:                Primary Azimuth Mark                     Grid Az
 KD1272:SPC MO W     -  HARDING 1ST BAPT CH STEEPLE              024 59 45.2
 KD1272:UTM  15      -  HARDING 1ST BAPT CH STEEPLE              025 56 37.8
 KD1272
 KD1272|---------------------------------------------------------------------|
 KD1272| PID    Reference Object                     Distance      Geod. Az  |
 KD1272|                                                           dddmmss.s |
 KD1272| CL8675 HARDING 1ST BAPT CH STEEPLE                        0252317.7 |
 KD1272| CL9740 LEXINGTON 1ST PRESP CH STEEP                       2023623.8 |
 KD1272|---------------------------------------------------------------------|
 KD1272
 KD1272                          SUPERSEDED SURVEY CONTROL
 KD1272
 KD1272  NAD 83(1997)-  39 11 34.86257(N)    093 52 44.93342(W) AD(       ) 2
 KD1272  NAD 83(1986)-  39 11 34.86768(N)    093 52 44.93097(W) AD(       ) 2
 KD1272  NAD 27      -  39 11 34.81853(N)    093 52 44.13491(W) AD(       ) 2
 KD1272  NGVD 29 (07/19/86)  253.     (m)          830.     (f) VERT ANG       
 KD1272
 KD1272.Superseded values are not recommended for survey control.
 KD1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1272.See file dsdata.txt to determine how the superseded data were derived.
 KD1272
 KD1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2408038564(NAD 83)
 KD1272_MARKER: DD = SURVEY DISK
 KD1272_SETTING: 0 = UNSPECIFIED SETTING
 KD1272
 KD1272  HISTORY     - Date     Condition        Report By
 KD1272  HISTORY     - 1974     MONUMENTED       USE
 KD1272
 KD1272                          STATION DESCRIPTION
 KD1272
 KD1272'DESCRIBED BY US ENGINEERS 1974
 KD1272'LAFAYATTE CO., MO., T-51-N, R-27-W, NEAR THE W 1/4 COR. SECTION
 KD1272'27, ON STATE PROPERTY.  THE STATION IS LOCATED IN BATTLE OF
 KD1272'LEXINGTON STATE PARK, ON CREST OF HILL, NEAR LEXINGTON BEND OF THE
 KD1272'MISSOURI RIVER AT MILE 316.  A C OF E DISC STAMPED BATTLE-1974,
 KD1272'SET IN THE TOP OF A CONCRETE POST, 0.2 FT BELOW THE GROUND
 KD1272'SURFACE.
 KD1272'
 KD1272'TO REACH--FROM THE INTERSECTION OF 13TH AND MAIN STS. IN
 KD1272'LEXINGTON, MO., GO N. ON 13TH 0.35 MILE TO T INTERSECTION.  TURN
 KD1272'RIGHT AND GO 0.1 MILE TO THE ENTRANCE OF BATTLE OF LEXINGTON
 KD1272'STATE PARK AND STATION LOCATED ABOUT 600 FT LEFT.  MR. LARRY
 KD1272'BROOKS, SITE ADMINISTRATOR, GAVE VERBAL PERMISSION TO SET THIS
 KD1272'STATION.
 KD1272'
 KD1272'REFERENCES--97.97 FT SSW. TO STEEL POST AND SIGN.
 KD1272'
 KD1272'69.48 FT NE. TO STEEL POST AND SIGN.
 KD1272'
 KD1272'88.10 FT W. TO SHINER IN 6 IN SCRUB IN GROUP OF 3.
 KD1272'
 KD1272'NOTE--STATION IS ON LINE BETWEEN TWO SIGNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1302 ***********************************************************************
 HD1302  DESIGNATION -  BATTLE
 HD1302  PID         -  HD1302
 HD1302  STATE/COUNTY-  MO/GREENE
 HD1302  USGS QUAD   -  NIXA (1975)
 HD1302
 HD1302                         *CURRENT SURVEY CONTROL
 HD1302  ___________________________________________________________________
 HD1302* NAD 83(1986)-  37 07 04.90506(N)    093 22 12.21703(W)     ADJUSTED  
 HD1302* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 HD1302  ___________________________________________________________________
 HD1302  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 HD1302  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HD1302
 HD1302  HORZ ORDER  -  SECOND
 HD1302
 HD1302.The horizontal coordinates were established by classical geodetic methods
 HD1302.and adjusted by the National Geodetic Survey in July 1986..
 HD1302
 HD1302.The orthometric height was scaled from a topographic map.
 HD1302
 HD1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1302
 HD1302.The geoid height was determined by GEOID03.
 HD1302
 HD1302;                    North         East     Units Scale Factor Converg.
 HD1302;SPC MO C     -   142,904.734   422,678.690   MT  1.00000696   -0 31 30.3
 HD1302;UTM  15      - 4,108,029.930   467,124.392   MT  0.99961331   -0 13 23.9
 HD1302
 HD1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1302!SPC MO C     -   0.99994335  x   1.00000696  =   0.99995031
 HD1302!UTM  15      -   0.99994335  x   0.99961331  =   0.99955668
 HD1302
 HD1302                          SUPERSEDED SURVEY CONTROL
 HD1302
 HD1302  NAD 27      -  37 07 04.72220(N)    093 22 11.53390(W) AD(       ) 2
 HD1302
 HD1302.Superseded values are not recommended for survey control.
 HD1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1302.See file dsdata.txt to determine how the superseded data were derived.
 HD1302
 HD1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6712408030(NAD 83)
 HD1302_MARKER: DS = TRIANGULATION STATION DISK
 HD1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1302
 HD1302  HISTORY     - Date     Condition        Report By
 HD1302  HISTORY     - 1959     MONUMENTED       CGS
 HD1302
 HD1302                          STATION DESCRIPTION
 HD1302
 HD1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1302'THE STATION IS AT THE NORTH EDGE OF THE SMALL SETTLEMENT
 HD1302'OF BATTLEFIELD, ON THE EAST SIDE OF COUNTY ROAD FF AND IS
 HD1302'ON THE ROAD RIGHT-OF-WAY, IN THE NW 1/4 OF SECTION 20, T.
 HD1302'28 N., R. 22 W., 32 FEET NORTH OF A WITNESS POST, 32 FEET EAST
 HD1302'OF THE CENTERLINE OF COUNTY ROAD FF AND 3 FEET WEST OF A
 HD1302'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HD1302'BATTLE 1959.
 HD1302'
 HD1302'TO REACH THE STATION FROM THE CROSSROAD IN BATTLEFIELD, GO
 HD1302'NORTH ON COUNTY ROAD FF FOR 0.15 MILE TO THE STATION ON THE
 HD1302'RIGHT.
 HD1302'
 HD1302'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 HD1302'COUNTY ROAD FF FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HD1302'
 HD1302'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WIRE FENCE, 2 FEET
 HD1302'NORTH OF THE WITNESS POST AND 35 FEET EAST OF THE CENTERLINE
 HD1302'OF COUNTY ROAD FF.  THE MONUMENT PROJECTS 2 INCHES AND THE
 HD1302'DISK IS STAMPED BATTLE NO 1 1959.
 HD1302'
 HD1302'REFERENCE MARK 2 IS 32 FEET WEST OF THE CENTERLINE OF COUNTY
 HD1302'ROAD FF AND 67 FEET WEST OF THE WITNESS POST.  THE MONUMENT
 HD1302'IS FLUSH AND THE DISK IS STAMPED BATTLE NO 2 1959.
 HD1302'
 HD1302'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF COUNTY
 HD1302'ROAD FF, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT EAST OF
 HD1302'A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 HD1302'IS STAMPED BATTLE 1959.
 HD1302'
 HD1302'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7188 ***********************************************************************
 AC7188  DESIGNATION -  BATTLE RESET
 AC7188  PID         -  AC7188
 AC7188  STATE/COUNTY-  MO/GREENE
 AC7188  USGS QUAD   -  NIXA (1975)
 AC7188
 AC7188                         *CURRENT SURVEY CONTROL
 AC7188  ___________________________________________________________________
 AC7188* NAD 83(1997)-  37 07 04.89286(N)    093 22 12.21479(W)     ADJUSTED  
 AC7188* NAVD 88     -       389.3    (meters)    1277.     (feet)  GPS OBS   
 AC7188  ___________________________________________________________________
 AC7188  X           -    -299,354.570 (meters)                     COMP
 AC7188  Y           -  -5,083,580.406 (meters)                     COMP
 AC7188  Z           -   3,828,063.193 (meters)                     COMP
 AC7188  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 AC7188  ELLIP HEIGHT-         360.17  (meters)          (02/17/00) GPS OBS
 AC7188  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AC7188
 AC7188  HORZ ORDER  -  FIRST
 AC7188  ELLP ORDER  -  FOURTH    CLASS I
 AC7188
 AC7188.The horizontal coordinates were established by GPS observations
 AC7188.and adjusted by the National Geodetic Survey in February 2000..
 AC7188
 AC7188.The orthometric height was determined by GPS observations and a
 AC7188.high-resolution geoid model.
 AC7188
 AC7188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7188
 AC7188.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7188
 AC7188.The ellipsoidal height was determined by GPS observations
 AC7188.and is referenced to NAD 83.
 AC7188
 AC7188.The geoid height was determined by GEOID03.
 AC7188
 AC7188;                    North         East     Units Scale Factor Converg.
 AC7188;SPC MO C     -   142,904.358   422,678.741   MT  1.00000696   -0 31 30.3
 AC7188;UTM  15      - 4,108,029.554   467,124.446   MT  0.99961331   -0 13 23.9
 AC7188
 AC7188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7188!SPC MO C     -   0.99994348  x   1.00000696  =   0.99995044
 AC7188!UTM  15      -   0.99994348  x   0.99961331  =   0.99955681
 AC7188
 AC7188:                Primary Azimuth Mark                     Grid Az
 AC7188:SPC MO C     -  BATTLE AZ MK                             000 55 45.6
 AC7188:UTM  15      -  BATTLE AZ MK                             000 37 39.2
 AC7188
 AC7188|---------------------------------------------------------------------|
 AC7188| PID    Reference Object                     Distance      Geod. Az  |
 AC7188|                                                           dddmmss.s |
 AC7188| CN5612 BATTLE AZ MK                                       0002415.3 |
 AC7188| HD1291 SPRINGFIELD RADIO KKG 210 TWR       APPROX. 5.5 KM 0291914.9 |
 AC7188| HD1297 SPRINGFIELD MEDICAL CENTER TK       APPROX. 7.6 KM 0295732.2 |
 AC7188| HD1282 SPRINGFIELD MEDICAL CENTER STK      APPROX. 7.7 KM 0301136.7 |
 AC7188| HD1289 SPRINGFIELD CITY PWR PLT STK        APPROX.12.4 KM 0321013.6 |
 AC7188| HD1281 SPRINGFIELD RADIO KTTS FM TWR       APPROX.12.1 KM 0354350.5 |
 AC7188| CN5613 BATTLE RM 1                           9.483 METERS 17812     |
 AC7188| CN5614 BATTLE RM 2                          21.949 METERS 24318     |
 AC7188|---------------------------------------------------------------------|
 AC7188
 AC7188                          SUPERSEDED SURVEY CONTROL
 AC7188
 AC7188  NAD 83(1997)-  37 07 04.89300(N)    093 22 12.21472(W) AD(       ) 1
 AC7188  NAD 83(1986)-  37 07 04.90500(N)    093 22 12.21481(W) AD(       ) 1
 AC7188  NAD 83(1997)-  37 07 04.90474(N)    093 22 12.21714(W) AD(       ) 2
 AC7188
 AC7188.Superseded values are not recommended for survey control.
 AC7188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7188.See file dsdata.txt to determine how the superseded data were derived.
 AC7188
 AC7188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6712408030(NAD 83)
 AC7188_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7188_STAMPING: BATTLE 1959 RESET 1992
 AC7188_MARK LOGO: NGS   
 AC7188_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7188+STABILITY: SURFACE MOTION
 AC7188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7188+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC7188
 AC7188  HISTORY     - Date     Condition        Report By
 AC7188  HISTORY     - 1992     MONUMENTED       MODNR
 AC7188
 AC7188                          STATION DESCRIPTION
 AC7188
 AC7188'DESCRIBED BY MO DEPT OF NAT RES 1992
 AC7188'THE SURFACE MARK FOR STATION -BATTLE- WAS FOUND DISTURBED WITH DAMAGE
 AC7188'TO THE TOP OF THE CONCRETE MONUMENT AND CAP, SO THE OLD SURFACE MARK
 AC7188'WAS REMOVED AND A NEW SURFACE MARK WAS ESTABLISHED OVER THE POSITION
 AC7188'OF THE UNDERGROUND MARK.  THE NEW SURFACE MARK IS A STANDARD NGS
 AC7188'HORIZONTAL CONTROL DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH
 AC7188'WITH THE GROUND SURFACE AND IS LOCATED IN THE VILLAGE OF BATTLEFIELD
 AC7188'IN THE EAST RIGHT-OF-WAY OF ROUTE -FF- IN THE NORTHWEST QUARTER OF
 AC7188'SECTION 20, T28N, R22W.  THE STATION IS 31 FT (9.4 M) EAST OF THE
 AC7188'HIGHWAY CENTERLINE, 197 FT (60.0 M) NORTH OF THE CENTERLINE OF
 AC7188'MONTERREY STREET, 137.5 FT (41.9 M) SOUTH OF THE CENTERLINE OF SIERRA
 AC7188'STREET, 31.1 FT (9.5 M) NORTHWEST OF RM 1, 51.4 FT (15.7 M) SOUTHWEST
 AC7188'OF A STEEL PIPE FENCE CORNER, AND 3.0 FT (0.9 M) WEST OF A CARSONITE
 AC7188'SIGN POST.  THE STATION DISK IS STAMPED -BATTLE 1959 RESET 1992-. THE
 AC7188'UNDERGROUND MARK IS A CGS TRIANGULATION DISK STAMPED -BATTLE 1959- SET
 AC7188'IN A MASS OF CONCRETE.  RM 1 IS IN GOOD CONDITION AS DESCRIBED IN THE
 AC7188'ORIGINAL DESCRIPTION FOR STATION -BATTLE-.  RM 2 WAS NOT SEARCHED FOR.
 AC7188'THE AZIMUTH MARK IS A STANDARD CGS AZIMUTH DISK LOCATED 0.6 MI (1.0
 AC7188'KM) NORTH OF THE STATION ON THE WEST RIGHT-OF-WAY OF ROUTE -FF-.  THE
 AC7188'MARK IS 35.9 FT (10.9 M) WEST OF THE HIGHWAY CENTERLINE, 143 FT (43.6
 AC7188'M) SOUTH OF THE CENTERLINE OF MARY STREET, 147 FT (44.8 M) NORTH OF
 AC7188'THE CENTERLINE OF WILLIAM STREET, 3 FT (0.9 M) NORTHWEST OF THE CORNER
 AC7188'OF A WOODEN FENCE, AND 2.2 FT (0.7 M) SOUTHEAST OF AN ANGLE IRON SIGN
 AC7188'POST. TO REACH THE STATION FROM THE INTERSECTION OF ROUTES -M- AND
 AC7188'-FF- SOUTHWEST OF SPRINGFIELD, GO SOUTH ON ROUTE -FF- FOR 1.5 MI (2.4
 AC7188'KM) TO THE STATION ON THE LEFT IN THE VILLAGE OF BATTLEFIELD. TO REACH
 AC7188'THE AZIMUTH MARK FROM THE STATION, RETURN NORTH ON -FF- FOR 0.6 MI
 AC7188'(1.0 KM) TO THE MARK ON THE LEFT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1109 ***********************************************************************
 HD1109  DESIGNATION -  BATY AZ MK
 HD1109  PID         -  HD1109
 HD1109  STATE/COUNTY-  MO/TEXAS
 HD1109  USGS QUAD   -  HUGGINS (1987)
 HD1109
 HD1109                         *CURRENT SURVEY CONTROL
 HD1109  ___________________________________________________________________
 HD1109* NAD 83(1997)-  37 18 21.62165(N)    092 13 26.33683(W)     ADJUSTED  
 HD1109* NAVD 88     -       466.8    (meters)    1531.     (feet)  VERTCON   
 HD1109  ___________________________________________________________________
 HD1109  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 HD1109  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 HD1109
 HD1109  HORZ ORDER  -  SECOND
 HD1109
 HD1109.The horizontal coordinates were established by classical geodetic methods
 HD1109.and adjusted by the National Geodetic Survey in February 2000..
 HD1109
 HD1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1109
 HD1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1109
 HD1109.The geoid height was determined by GEOID03.
 HD1109
 HD1109;                    North         East     Units Scale Factor Converg.
 HD1109;SPC MO C     -   163,446.744   524,468.370   MT  0.99994071   +0 10 02.2
 HD1109;UTM  15      - 4,129,101.755   568,769.870   MT  0.99965826   +0 28 13.2
 HD1109
 HD1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1109!SPC MO C     -   0.99993138  x   0.99994071  =   0.99987209
 HD1109!UTM  15      -   0.99993138  x   0.99965826  =   0.99958966
 HD1109
 HD1109                          SUPERSEDED SURVEY CONTROL
 HD1109
 HD1109  NAD 83(1986)-  37 18 21.63311(N)    092 13 26.33543(W) AD(       ) 2
 HD1109  NAD 27      -  37 18 21.45351(N)    092 13 25.74765(W) AD(       ) 2
 HD1109  NGVD 29 (07/19/86)  466.7    (m)         1531.     (f) VERT ANG       
 HD1109
 HD1109.Superseded values are not recommended for survey control.
 HD1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1109.See file dsdata.txt to determine how the superseded data were derived.
 HD1109
 HD1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6877029102(NAD 83)
 HD1109_MARKER: DZ = AZIMUTH MARK DISK
 HD1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1109+STABILITY: SURFACE MOTION
 HD1109
 HD1109  HISTORY     - Date     Condition        Report By
 HD1109  HISTORY     - 1978     MONUMENTED       NGS
 HD1109
 HD1109                          STATION DESCRIPTION
 HD1109
 HD1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1109'THE STATION IS LOCATED 1-1/2 MILES NORTHWEST OF BENDAVIS,
 HD1109'7-1/2 MILES EAST OF RAYBORN AND 1-1/2 MILES EAST OF THE TEXAS-
 HD1109'WRIGHT COUNTY LINE, IN THE NORTHWEST OF 1/4 SECTION 14, T 30 N,
 HD1109'R 12 W AND IS ON STATE HIGHWAY RIGHT-OF-WAY.
 HD1109'
 HD1109'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 38 AND
 HD1109'COUNTY ROAD IN THE SMALL COMMUNITY OF BENDAVIS, GO WEST AND
 HD1109'NORTHWEST ON HIGHWAY 38 FOR 1.35 MILES TO A HOUSE ON THE LEFT
 HD1109'AND THE STATION ON THE RIGHT.
 HD1109'
 HD1109'THE STATION MARK, A STANDARD AZIMUTH MARK DISK STAMPED
 HD1109'---BATY 1939---, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 HD1109'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 HD1109'IS 47 FEET SOUTHWEST OF AN APPLE TREE, 39.7 FEET NORTH OF THE
 HD1109'CENTER OF HIGHWAY 38 AND 1.6 FEET EAST OF A METAL WITNESS POST.
 HD1109'
 HD1109'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1110 ***********************************************************************
 HD1110  DESIGNATION -  BATY AZ MK 2
 HD1110  PID         -  HD1110
 HD1110  STATE/COUNTY-  MO/TEXAS
 HD1110  USGS QUAD   -  HUGGINS (1987)
 HD1110
 HD1110                         *CURRENT SURVEY CONTROL
 HD1110  ___________________________________________________________________
 HD1110* NAD 83(1997)-  37 18 21.08131(N)    092 13 28.06340(W)     ADJUSTED  
 HD1110* NAVD 88     -       466.5    (meters)    1531.     (feet)  VERTCON   
 HD1110  ___________________________________________________________________
 HD1110  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 HD1110  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 HD1110
 HD1110  HORZ ORDER  -  SECOND
 HD1110
 HD1110.The horizontal coordinates were established by classical geodetic methods
 HD1110.and adjusted by the National Geodetic Survey in February 2000..
 HD1110
 HD1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1110
 HD1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1110
 HD1110.The geoid height was determined by GEOID03.
 HD1110
 HD1110;                    North         East     Units Scale Factor Converg.
 HD1110;SPC MO C     -   163,429.963   524,425.903   MT  0.99994068   +0 10 01.2
 HD1110;UTM  15      - 4,129,084.754   568,727.504   MT  0.99965818   +0 28 12.2
 HD1110
 HD1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1110!SPC MO C     -   0.99993142  x   0.99994068  =   0.99987211
 HD1110!UTM  15      -   0.99993142  x   0.99965818  =   0.99958963
 HD1110
 HD1110|---------------------------------------------------------------------|
 HD1110| PID    Reference Object                     Distance      Geod. Az  |
 HD1110|                                                           dddmmss.s |
 HD1110| HD1109 BATY AZ MK                           45.665 METERS 06836     |
 HD1110| HD1107 BATY RESET                          APPROX. 1.1 KM 3081803.2 |
 HD1110|---------------------------------------------------------------------|
 HD1110
 HD1110                          SUPERSEDED SURVEY CONTROL
 HD1110
 HD1110  NAD 83(1986)-  37 18 21.09274(N)    092 13 28.06207(W) AD(       ) 2
 HD1110  NAD 27      -  37 18 20.91316(N)    092 13 27.47418(W) AD(       ) 2
 HD1110  NGVD 29 (07/19/86)  466.4    (m)         1530.     (f) VERT ANG       
 HD1110
 HD1110.Superseded values are not recommended for survey control.
 HD1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1110.See file dsdata.txt to determine how the superseded data were derived.
 HD1110
 HD1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6872829085(NAD 83)
 HD1110_MARKER: DZ = AZIMUTH MARK DISK
 HD1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1110+STABILITY: SURFACE MOTION
 HD1110
 HD1110  HISTORY     - Date     Condition        Report By
 HD1110  HISTORY     - 1978     MONUMENTED       NGS
 HD1110
 HD1110                          STATION DESCRIPTION
 HD1110
 HD1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1110'THE STATION IS LOCATED 1-1/2 MILES NORTHWEST OF BENDAVIS,
 HD1110'7-1/2 MILES EAST OF RAYBORN AND 1-1/2 MILES EAST OF THE TEXAS-
 HD1110'WRIGHT COUNTY LINE, IN THE NORTHWEST OF 1/4 SECTION 14, T 30 N,
 HD1110'R 12 W AND IS ON STATE HIGHWAY RIGHT-OF-WAY.
 HD1110'
 HD1110'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 38 AND
 HD1110'COUNTY ROAD IN THE SMALL COMMUNITY OF BENDAVIS.  GO WEST AND
 HD1110'NORTHWEST ON HIGHWAY 38 FOR 1.35 MILES TO A HOUSE ON THE LEFT
 HD1110'AND THE STATION ON THE LEFT.
 HD1110'
 HD1110'THE STATION MARK, A STANDARD AZIMUTH MARK DISK STAMPED
 HD1110'---BATY AZ 2 1978---, IS SET IN THE TOP OF A 12-INCH
 HD1110'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 HD1110'35 FEET SOUTH OF THE CENTER OF HIGHWAY 38, 15 FEET EAST OF THE
 HD1110'CENTER OF A DRIVEWAY, 7.5 FEET NORTH OF A WIRE FENCE AND 7.2
 HD1110'FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 HD1110'
 HD1110'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1107 ***********************************************************************
 HD1107  DESIGNATION -  BATY RESET
 HD1107  PID         -  HD1107
 HD1107  STATE/COUNTY-  MO/TEXAS
 HD1107  USGS QUAD   -  HUGGINS (1987)
 HD1107
 HD1107                         *CURRENT SURVEY CONTROL
 HD1107  ___________________________________________________________________
 HD1107* NAD 83(1997)-  37 18 42.54761(N)    092 14 02.09438(W)     ADJUSTED  
 HD1107* NAVD 88     -       472.5    (meters)    1550.     (feet)  VERTCON   
 HD1107  ___________________________________________________________________
 HD1107  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 HD1107  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 HD1107
 HD1107  HORZ ORDER  -  FIRST
 HD1107
 HD1107.The horizontal coordinates were established by classical geodetic methods
 HD1107.and adjusted by the National Geodetic Survey in February 2000..
 HD1107
 HD1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1107
 HD1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1107
 HD1107.The geoid height was determined by GEOID03.
 HD1107
 HD1107;                    North         East     Units Scale Factor Converg.
 HD1107;SPC MO C     -   164,089.299   523,586.044   MT  0.99994018   +0 09 40.6
 HD1107;UTM  15      - 4,129,739.453   567,884.408   MT  0.99965676   +0 27 51.8
 HD1107
 HD1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1107!SPC MO C     -   0.99993048  x   0.99994018  =   0.99987067
 HD1107!UTM  15      -   0.99993048  x   0.99965676  =   0.99958727
 HD1107
 HD1107|---------------------------------------------------------------------|
 HD1107| PID    Reference Object                     Distance      Geod. Az  |
 HD1107|                                                           dddmmss.s |
 HD1107| CN5615 BATY RM 1                            33.299 METERS 01500     |
 HD1107| HD1108 BENDAVIS ATT MICROWAVE              APPROX. 4.0 KM 1154855.6 |
 HD1107| HD1109 BATY AZ MK                          APPROX. 1.1 KM 1261331.1 |
 HD1107| HD1110 BATY AZ MK 2                        APPROX. 1.1 KM 1281742.6 |
 HD1107| CN5616 BATY RM 2                            26.056 METERS 18259     |
 HD1107|---------------------------------------------------------------------|
 HD1107
 HD1107                          SUPERSEDED SURVEY CONTROL
 HD1107
 HD1107  NAD 83(1986)-  37 18 42.55906(N)    092 14 02.09303(W) AD(       ) 1
 HD1107  NAD 27      -  37 18 42.38000(N)    092 14 01.50400(W) AD(       ) 1
 HD1107  NGVD 29 (07/19/86)  472.4    (m)         1550.     (f) VERT ANG       
 HD1107
 HD1107.Superseded values are not recommended for survey control.
 HD1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1107.See file dsdata.txt to determine how the superseded data were derived.
 HD1107
 HD1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6788429739(NAD 83)
 HD1107_MARKER: DS = TRIANGULATION STATION DISK
 HD1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1107
 HD1107  HISTORY     - Date     Condition        Report By
 HD1107  HISTORY     - 1939     MONUMENTED       CGS
 HD1107  HISTORY     - 1966     POOR             CGS
 HD1107  HISTORY     - 1978     GOOD             NGS
 HD1107
 HD1107                          STATION DESCRIPTION
 HD1107
 HD1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1107'THE STATION IS 7.0 MILES EAST OF RAYBORN, 3.0 MILES EAST
 HD1107'OF GRAFF, 1.0 MILES EAST OF THE TEXAS-WRIGHT COUNTY LINE,
 HD1107'IN THE NORTHEAST 1/4 OF SECTION 15, T 30 N, R 12 W.  IT IS
 HD1107'229 FEET SOUTH OF THE CENTERLINE OF COUNTY ROUTE B AND 13
 HD1107'FEET WEST OF THE CENTERLINE OF THE DIRT ROAD.  THE MARK
 HD1107'PROJECTS 5 INCHES ABOVE THE GROUND AND IS STAMPED
 HD1107'BATY 1939.
 HD1107'
 HD1107'TO REACH THE STATION FROM GRAFF, GO EAST FROM THE POST OFFICE
 HD1107'ON COUNTY ROUTE B FOR 2.7 MILES TO A DIRT CROSS ROAD, TURN
 HD1107'RIGHT, SOUTH, ON THE DIRT ROAD AND GO 75 YARDS TO THE STATION
 HD1107'ON THE RIGHT, WEST.
 HD1107'
 HD1107'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILES EAST-SOUTHEAST OF
 HD1107'THE STATION, 41 FEET, 12.5 METERS, NORTH OF THE CENTERLINE OF
 HD1107'ROUTE B AND 3.6 METERS, 12 FEET, WEST OF A FENCE CORNER.
 HD1107'THE MARK, PROJECTS 6 INCHES ABOVE THE GROUND AND
 HD1107'IS STAMPED BATY 1939.
 HD1107'
 HD1107'REFERENCE MARK NO. 1 IS 33.280 METERS, 109.19 FEET, NORTH
 HD1107'OF THE STATION AND 3.4 METERS, 11 FEET, EAST OF THE CENTERLINE
 HD1107'OF THE ROAD.  THE MARK,PROJECTS 5 INCHES ABOVE
 HD1107'THE GROUND AND IS STAMPED BATY NO 1 1939.
 HD1107'
 HD1107'REFERENCE MARK NO. 2 IS 26.053 METERS, 85.47 FEET, SOUTH
 HD1107'OF THE STATION AND 4.6 METERS, 15 FEET, WEST OF THE CENTERLINE
 HD1107'OF THE ROAD.  THE MARK PROJECTS 6 INCHES ABOVE
 HD1107'THE GROUND AND IS STAMPED BATY NO 2 1939.
 HD1107'
 HD1107'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT STIGALL.
 HD1107'
 HD1107'A 64-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT MONICK.
 HD1107'
 HD1107'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT LYNCHBURG.
 HD1107'
 HD1107'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT ROBY.
 HD1107'
 HD1107'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT SUCCESS.
 HD1107'
 HD1107'ALL MARKS ARE WITNESSED BY 4-INCH SQUARE WHITE POSTS WHICH
 HD1107'PROJECT APPROXIMATELY 2-1/2 FEET ABOVE THE GROUND.
 HD1107'
 HD1107'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HD1107
 HD1107                          STATION RECOVERY (1966)
 HD1107
 HD1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 HD1107'THE STATION SURFACE MARK WAS FOUND DISPLACED, THE UNDERGROUND
 HD1107'DISK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW SURFACE
 HD1107'MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK.
 HD1107'
 HD1107'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 HD1107'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE LINE
 HD1107'OF SIGHT WAS OBSTRUCTED TO THE AZIMUTH MARK AND CONSIDERABLE
 HD1107'AMOUNT OF CLEARING WOULD BE REQUIRED TO MAKE THE MARK VISIBLE.
 HD1107'
 HD1107'FOLLOWING IS A TO REACH AND NOTES FOR ALL MARKS.
 HD1107'
 HD1107'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 HD1107'38 AND COUNTY ROAD MM IN THE VILLAGE OF BENDAVIS, GO WEST
 HD1107'ON STATE HIGHWAY 38 FOR 1.35 MILES TO A HOUSE ON THE LEFT
 HD1107'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON STATE
 HD1107'HIGHWAY 38 FOR 0.7 MILE TO THE HOPEWELL BAPTIST CHURCH AND
 HD1107'CEMETERY ON THE LEFT AND THE STATION AS DESCRIBED.
 HD1107'
 HD1107'STATION SURFACE MARK, A STANDARD DISK STAMPED BATY 1939 1966,
 HD1107'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 HD1107'THE SURFACE OF THE GROUND.  IT IS ABOUT 230 FEET SOUTH OF THE
 HD1107'CENTER OF STATE HIGHWAY 38, 75 FEET WEST-SOUTHWEST OF THE
 HD1107'SOUTHWEST CORNER OF THE CHURCH, 50 FEET NORTH-NORTHWEST OF THE
 HD1107'NORTHWEST CORNER OF THE CEMETERY, 13 FEET WEST OF THE CENTER OF
 HD1107'THE OLD ROAD BED, 8 FEET WEST OF A FENCE, AND 2 FEET SOUTH OF A
 HD1107'METAL WITNESS POST.  THE UNDERGROUND DISK IS STAMPED BATY
 HD1107'1939, SET IN AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE
 HD1107'SURFACE OF THE GROUND.
 HD1107'
 HD1107'REFERENCE MARK NO. 1 IS 109.19 FEET, 33.280 METERS NORTH OF
 HD1107'THE STATION, 70 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HD1107'THE CHURCH, 18 FEET EAST OF THE FENCE, AND 11 FEET EAST OF
 HD1107'THE CENTER OF THE OLD ROAD BED.
 HD1107'
 HD1107'REFERENCE MARK NO. 2 IS 85.47 FEET, 26.053 METERS SOUTH OF
 HD1107'THE STATION, NEAR THE SOUTHEAST CORNER OF A FIELD, 7 FEET
 HD1107'WEST OF A FENCE, AND 5 FEET NORTH OF A FENCE.
 HD1107'
 HD1107'AZIMUTH MARK IS 0.7 MILE EAST-SOUTHEAST OF THE STATION, 39
 HD1107'FEET NORTH OF THE CENTER OF STATE HIGHWAY 38, AND 1 FOOT
 HD1107'EAST OF A METAL WITNESS POST.
 HD1107'
 HD1107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.0 MILES
 HD1107'WEST OF BENDAVIS.
 HD1107
 HD1107                          STATION RECOVERY (1978)
 HD1107
 HD1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1107'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HD1107'WERE RECOVERED IN GOOD CONDITION.  THE OLD AZIMUTH MARK IS NOT
 HD1107'VISIBLE FROM THE GROUND AND A NEW AZIMUTH MARK WAS SET
 HD1107'AT THIS TIME.
 HD1107'THE ANGLE BETWEEN THE REFERENCE MARKS WAS FOUND TO BE
 HD1107'HIGHER BY 03 MINUTES 10.57 SECONDS.  THE DISTANCE TO REFERENCE
 HD1107'MARK 1 WAS FOUND TO BE LONGER BY 0.019 METERS AND THE DISTANCE
 HD1107'TO REFERENCE MARK 2 CHECKED FAVORABLY WITH THE 1966 DATA.
 HD1107'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 HD1107'
 HD1107'THE STATION IS LOCATED ABOUT 2 MILES WEST OF BENDAVIS, 7 MILES
 HD1107'EAST OF RAYBORN, 1 MILE EAST OF THE TEXAS-WRIGHT COUNTY LINE,
 HD1107'IN THE NORTHEAST 1/4 OF SECTION OF 15, T 30 N, R 12 W
 HD1107'AND ON PROPERTY OF MRS HENRY TOMES, OF CEDAR BROOK FARMS
 HD1107'GRAFF, MO. 65660.
 HD1107'
 HD1107'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 38
 HD1107'AND COUNTY ROAD MM IN THE SMALL COMMUNITY OF BENDAVIS, GO
 HD1107'WEST AND NORTHWEST ON HIGHWAY 38 FOR 1.35 MILES TO A HOUSE ON
 HD1107'THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD
 HD1107'WESTERLY ON HIGHWAY 38 FOR 0.65 MILE TO THE HOPEWELL BAPTIST
 HD1107'CHURCH AND A CEMETERY ON THE LEFT AND THE STATION JUST WEST OF
 HD1107'THE CHURCH AS DESCRIBED.
 HD1107'
 HD1107'THE STATION MARK, A STANDARD DISK STAMPED---BATY 1939 1966---.
 HD1107'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HD1107'CONCRETE MONUMENT, FLUSH WITH THE GROUND SURFACE AND HAS A
 HD1107'METAL ROD DRIVEN IN THE GROUND BESIDE THE MONUMENT.  IT IS
 HD1107'ABOUT 230 FEET SOUTH OF THE CENTER OF HIGHWAY 38, 72 FEET
 HD1107'WEST OF THE SOUTHWEST CORNER OF THE CHURCH, 49 FEET
 HD1107'NORTHWEST OF THE NORTHWEST CORNER POST OF THE FENCE AROUND
 HD1107'THE CEMETERY AND 6.6 FEET WEST OF THE FENCE.  THE 1966 DATA
 HD1107'STATES THERE IS AN UNDERGROUND DISK STAMPED---BATY 1939---.
 HD1107'
 HD1107'REFERENCE MARK 1, A STANDARD DISK STAMPED---BATY NO 1 1939---,
 HD1107'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 HD1107'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 59.3 FEET
 HD1107'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 28.6 FEET
 HD1107'SOUTH OF A DOUBLE OAK TREE AND 19.6 FEET EAST OF A FENCE.
 HD1107'
 HD1107'REFERENCE MARK 2, A STANDARD DISK STAMPED---BATY NO 2 1939---,
 HD1107'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 HD1107'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 20.6 FEET
 HD1107'NORTHEAST OF A TWIN-TRUNKED OAK TREE, 7 FEET NORTH OF A FENCE
 HD1107'LINE AND 5.6 FEET WEST OF A FENCE LINE.
 HD1107'
 HD1107'THE AZIMUTH MARK, A STANDARD DISK STAMPED---BATY 1939---, IS
 HD1107'SET IN THE TOP OF A 12-INCH SQUARE
 HD1107'CONCRETE MONUMENT WHICH PROJECTS
 HD1107'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 47 FEET SOUTHWEST
 HD1107'OF AN APPLE TREE, 39.7 FEET NORTH OF THE CENTER OF HIGHWAY 38
 HD1107'AND 1.6 FEET EAST OF A METAL WITNESS POST.
 HD1107'
 HD1107'THE NEW AZIMUTH MARK, A STANDARD DISK STAMPED---BATY AZ 2
 HD1107'1978---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HD1107'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 HD1107'35 FEET SOUTH OF THE CENTER OF STATE ROUTE 38, 15
 HD1107'FEET EAST OF THE CENTER OF A DRIVEWAY, 7.5 FEET NORTH OF
 HD1107'A WIRE FENCE AND 7.2 FEET NORTH-NORTHWEST OF A METAL
 HD1107'WITNESS POST.
 HD1107'
 HD1107'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS 1 AND 2 DUE TO
 HD1107'THE TERRAIN AND BRUSH AND TREES ON LINE.
 HD1107'
 HD1107'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 15.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0898 ***********************************************************************
 GF0898  DESIGNATION -  BAUGHER
 GF0898  PID         -  GF0898
 GF0898  STATE/COUNTY-  MO/BARRY
 GF0898  USGS QUAD   -  GOLDEN (1974)
 GF0898
 GF0898                         *CURRENT SURVEY CONTROL
 GF0898  ___________________________________________________________________
 GF0898* NAD 83(1997)-  36 30 45.72264(N)    093 42 34.60996(W)     ADJUSTED  
 GF0898* NAVD 88     -       329.00   (+/-2cm)    1079.4    (feet)  VERTCON   
 GF0898  ___________________________________________________________________
 GF0898  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 GF0898  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GF0898
 GF0898  HORZ ORDER  -  SECOND
 GF0898  VERT ORDER  -  THIRD ? (See Below)
 GF0898
 GF0898.The horizontal coordinates were established by classical geodetic methods
 GF0898.and adjusted by the National Geodetic Survey in February 2000..
 GF0898
 GF0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0898.The vertical order pertains to the NGVD 29 superseded value.
 GF0898
 GF0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0898
 GF0898.The geoid height was determined by GEOID03.
 GF0898
 GF0898;                    North         East     Units Scale Factor Converg.
 GF0898;SPC MO W     -    38,686.077   920,796.493   MT  1.00000291   +0 28 13.1
 GF0898;SPC MO C     -    76,059.652   391,651.914   MT  1.00007792   -0 43 11.2
 GF0898;SPC AR N     -   243,126.787   246,856.237   MT  1.00006718   -0 59 41.4
 GF0898;SPC AR N     -   797,658.47    809,894.17   sFT  1.00006718   -0 59 41.4
 GF0898;UTM  15      - 4,041,051.023   436,460.243   MT  0.99964974   -0 25 20.0
 GF0898
 GF0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0898!SPC MO W     -   0.99995282  x   1.00000291  =   0.99995573
 GF0898!SPC MO C     -   0.99995282  x   1.00007792  =   1.00003074
 GF0898!SPC AR N     -   0.99995282  x   1.00006718  =   1.00002000
 GF0898!UTM  15      -   0.99995282  x   0.99964974  =   0.99960258
 GF0898
 GF0898:                Primary Azimuth Mark                     Grid Az
 GF0898:SPC MO W     -  LOHMER LOOKOUT TOWER                     359 44 07.9
 GF0898:SPC MO C     -  LOHMER LOOKOUT TOWER                     000 55 32.2
 GF0898:SPC AR N     -  LOHMER LOOKOUT TOWER                     001 12 02.4
 GF0898:UTM  15      -  LOHMER LOOKOUT TOWER                     000 37 41.0
 GF0898
 GF0898|---------------------------------------------------------------------|
 GF0898| PID    Reference Object                     Distance      Geod. Az  |
 GF0898|                                                           dddmmss.s |
 GF0898| GF0902 LOHMER LOOKOUT TOWER                APPROX.17.1 KM 0001221.0 |
 GF0898| CI1068 BAUGHER RM 1                         23.286 METERS 00147     |
 GF0898| CI1067 BAUGHER AZ MK                                      0924611.5 |
 GF0898| CI1069 BAUGHER RM 2                         18.614 METERS 09533     |
 GF0898| GF0915 SUGAR CAMP LOOKOUT TOWER            APPROX.11.2 KM 2785658.5 |
 GF0898|---------------------------------------------------------------------|
 GF0898
 GF0898                          SUPERSEDED SURVEY CONTROL
 GF0898
 GF0898  NAD 83(1997)-  36 30 45.72272(N)    093 42 34.60993(W) AD(       ) 2
 GF0898  NAD 83(1997)-  36 30 45.72838(N)    093 42 34.61098(W) AD(       ) 2
 GF0898  NAD 83(1997)-  36 30 45.73386(N)    093 42 34.61076(W) AD(       ) 2
 GF0898  NAD 83(1986)-  36 30 45.73452(N)    093 42 34.61074(W) AD(       ) 2
 GF0898  NAD 27      -  36 30 45.48340(N)    093 42 33.91580(W) AD(       ) 2
 GF0898  NGVD 29 (07/19/86)  328.87   (m)         1079.0    (f) LEVELING    3  
 GF0898
 GF0898.Superseded values are not recommended for survey control.
 GF0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0898.See file dsdata.txt to determine how the superseded data were derived.
 GF0898
 GF0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3646041051(NAD 83)
 GF0898_MARKER: DS = TRIANGULATION STATION DISK
 GF0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0898+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 GF0898
 GF0898  HISTORY     - Date     Condition        Report By
 GF0898  HISTORY     - 1961     MONUMENTED       CGS
 GF0898  HISTORY     - 20020828 GOOD             GEOCAC
 GF0898
 GF0898                          STATION DESCRIPTION
 GF0898
 GF0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0898'ABOUT 4 MILES SOUTHEAST OF EAGLE ROCK, ABOUT 1/2 MILE NORTH
 GF0898'OF THE MISSOURI AND ARKANSAS STATE LINE, IN THE SOUTHEAST
 GF0898'1/4 OF SEC. 24, T. 21 N., R. 26 W., AND ON ROAD RIGHT-OF-WAY.
 GF0898'IT IS 90 FEET SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 GF0898'86 AND A GRAVELED ROAD SOUTH, 84 FEET WEST OF THE CENTERLINE
 GF0898'OF THE GRAVELED ROAD, 65 FEET WEST OF A FENCE CORNER, 38
 GF0898'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 86 AND 4 FEET
 GF0898'NORTH OF A WITNESS POST AND A FENCE LINE.  THE MONUMENT
 GF0898'IS FLUSH AND THE DISK IS STAMPED BAUGHER 1961.
 GF0898'
 GF0898'TO REACH FROM THE CENTER OF A CONCRETE BRIDGE OVER ROARING
 GF0898'RIVER, JUST NORTH OF EAGLE ROCK, GO SOUTHEAST ON STATE HIGHWAY
 GF0898'86 FOR 3.75 MILES TO A SIDE ROAD RIGHT (COUNTY ROAD P).
 GF0898'CONTINUE EAST ON HIGHWAY 86 FOR 0.25 MILE TO A SIDE ROAD
 GF0898'RIGHT AND THE STATION ON THE RIGHT.
 GF0898'
 GF0898'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 GF0898'86 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GF0898'
 GF0898'REFERENCE MARK 1 IS 82 FEET WEST OF THE CENTERLINE OF A
 GF0898'DRIVEWAY, 43 FEET WEST OF A POWER POLE, 39 FEET NORTH OF
 GF0898'THE CENTERLINE OF HIGHWAY 86 AND 1 FOOT SOUTH OF A WIRE FENCE.
 GF0898'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BAUGHER NO 1
 GF0898'1961.
 GF0898'
 GF0898'REFERENCE MARK 2 IS 40 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 GF0898'86, 23 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD
 GF0898'AND 4 FEET NORTHWEST OF A FENCE CORNER.  THE MONUMENT IS
 GF0898'FLUSH AND THE DISK IS STAMPED BAUGHER NO 2 1961.
 GF0898'
 GF0898'THE AZIMUTH MARK IS 114 FEET EAST OF A 14 INCH OAK TREE,
 GF0898'37 FEET NORTH OF THE CENTERLINE OF HIGHWAY 86 AND 4 FEET SOUTH
 GF0898'OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GF0898'DISK IS STAMPED BAUGHER 1961.
 GF0898'
 GF0898'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0898
 GF0898                          STATION RECOVERY (2002)
 GF0898
 GF0898'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1570 ***********************************************************************
 GD1570  DESIGNATION -  BAYOU
 GD1570  PID         -  GD1570
 GD1570  STATE/COUNTY-  MO/NEW MADRID
 GD1570  USGS QUAD   -  HUBBARD LAKE (1982)
 GD1570
 GD1570                         *CURRENT SURVEY CONTROL
 GD1570  ___________________________________________________________________
 GD1570* NAD 83(1997)-  36 36 18.29020(N)    089 27 04.08337(W)     ADJUSTED  
 GD1570* NAVD 88     -        96.1    (meters)     315.     (feet)  VERTCON   
 GD1570  ___________________________________________________________________
 GD1570  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 GD1570  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1570
 GD1570  HORZ ORDER  -  FIRST
 GD1570
 GD1570.The horizontal coordinates were established by classical geodetic methods
 GD1570.and adjusted by the National Geodetic Survey in February 2000..
 GD1570
 GD1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1570
 GD1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1570
 GD1570.The geoid height was determined by GEOID03.
 GD1570
 GD1570;                    North         East     Units Scale Factor Converg.
 GD1570;SPC MO E     -    86,141.933   343,837.177   MT  1.00004178   +0 37 31.7
 GD1570;UTM  16      - 4,053,861.432   280,765.509   MT  1.00019219   -1 27 43.9
 GD1570
 GD1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1570!SPC MO E     -   0.99998936  x   1.00004178  =   1.00003114
 GD1570!UTM  16      -   0.99998936  x   1.00019219  =   1.00018155
 GD1570
 GD1570:                Primary Azimuth Mark                     Grid Az
 GD1570:SPC MO E     -  A 276                                    062 18 13.2
 GD1570:UTM  16      -  A 276                                    064 23 28.8
 GD1570
 GD1570|---------------------------------------------------------------------|
 GD1570| PID    Reference Object                     Distance      Geod. Az  |
 GD1570|                                                           dddmmss.s |
 GD1570| GD1185 A 276                               448.833 METERS 0625544.9 |
 GD1570| GD1576 A 276 OFFSET                        444.018 METERS 0625538.6 |
 GD1570| CG3189 BAYOU RM 1                           27.795 METERS 07824     |
 GD1570| GD1814 NEW MADRID POWER PLANT STACK        APPROX.14.1 KM 2244227.7 |
 GD1570| GD1817 NEW MADRID CO TANK                  APPROX.12.7 KM 2533534.5 |
 GD1570| GD1571 BAYOU RM 2                           31.560 METERS 25342     |
 GD1570| GD1572 BAYOU AZ MK                         APPROX. 1.2 KM 2534230.6 |
 GD1570| GD1812 NEW MADRID SW MUN TANK              APPROX. 8.0 KM 2550318.4 |
 GD1570| GD1811 NEW MADRID WATER TANK               APPROX. 7.0 KM 2553740.7 |
 GD1570| GD1813 NEW MADRID CABLE TV MAST            APPROX. 9.2 KM 2582935.5 |
 GD1570|---------------------------------------------------------------------|
 GD1570
 GD1570                          SUPERSEDED SURVEY CONTROL
 GD1570
 GD1570  NAD 83(1997)-  36 36 18.29026(N)    089 27 04.08323(W) AD(       ) 1
 GD1570  NAD 83(1997)-  36 36 18.29063(N)    089 27 04.08308(W) AD(       ) 1
 GD1570  NAD 83(1997)-  36 36 18.29803(N)    089 27 04.08177(W) AD(       ) 1
 GD1570  NAD 83(1986)-  36 36 18.30251(N)    089 27 04.08247(W) AD(       ) 1
 GD1570  NAD 27      -  36 36 18.08705(N)    089 27 03.81334(W) AD(       ) 1
 GD1570  NGVD 29 (07/19/86)   96.0    (m)          315.     (f) VERT ANG       
 GD1570
 GD1570.Superseded values are not recommended for survey control.
 GD1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1570.See file dsdata.txt to determine how the superseded data were derived.
 GD1570
 GD1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8076653861(NAD 83)
 GD1570_MARKER: DD = SURVEY DISK
 GD1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1570+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD1570
 GD1570  HISTORY     - Date     Condition        Report By
 GD1570  HISTORY     - 1977     MONUMENTED       NGS
 GD1570  HISTORY     - 20020813 GOOD             USACE
 GD1570
 GD1570                          STATION DESCRIPTION
 GD1570
 GD1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1570'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF EAST PRAIRIE
 GD1570'5 MILES EAST OF NEW MADRID, IN THE SOUTHWEST ANGLE OF THE
 GD1570'INTERSECTION OF STATE ROUTES WW AND P, ON TOP OF THE SET
 GD1570'BACK LEVEE, ON PROPERTY OF THE SAINT JOHN LEVEE BOARD, IN
 GD1570'SECTION 29, T 23 N, R 15 E.
 GD1570'
 GD1570'TO REACH THE STATION FROM THE COURTHOUSE IN NEW MADRID, GO
 GD1570'NORTH ON MAIN STREET FOR 0.25 MILE TO THE INTERSECTION OF
 GD1570'VANDENVENDER AVENUE.  TURN RIGHT AND GO EAST ON
 GD1570'VANDENVENDER AVENUE FOR 0.35 MILE TO A CROSSROAD ON TOP OF THE
 GD1570'LEVEE.  CONTINUE EAST ON TOP OF THE LEVEE, STATE ROUTE WW, FOR
 GD1570'2.6 MILES TO BM Y 274 ON THE LEFT.  CONTINUE EAST FOR 0.85
 GD1570'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST FOR 0.75
 GD1570'MILE TO THE STATION ON THE RIGHT.
 GD1570'
 GD1570'TO REACH BM A 276 FROM THE STATION, GO EAST ON STATE ROUTE P
 GD1570'FOR O.3 MILE TO THE BM ON THE LEFT.
 GD1570'
 GD1570'STATION MARKS, STAMPED---BAYOU 1977---, ARE STANDARD DISKS.
 GD1570'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1570'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 129 FEET WEST
 GD1570'OF STATE ROUTE P, 34 FEET SOUTH OF STATE ROUTE WW AND ABOUT
 GD1570'2 FEET HIGHER THAN THE HIGHWAYS.  THE UNDERGROUND DISK IS SET
 GD1570'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 GD1570'BELOW THE GROUND SURFACE.
 GD1570'
 GD1570'REFERENCE MARK 1, STAMPED---BAYOU NO 1 1977---, A STANDARD DISK
 GD1570'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 GD1570'FLUSH WITH THE GROUND.  IT IS 38 FEET WEST OF THE CENTER
 GD1570'LINE OF STATE ROUTE P, 34 FEET SOUTH OF THE CENTER OF STATE
 GD1570'ROUTE WW AND 51 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 GD1570'CENTER OF THE INTERSECTION OF STATE ROUTES WW AND P.
 GD1570'
 GD1570'REFERENCE MARK 2, STAMPED---BAYOU NO 2 1977---, A STANDARD
 GD1570'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 GD1570'IS FLUSH WITH THE GROUND.  IT IS 33.5 FEET SOUTH OF THE CENTER
 GD1570'OF STATE ROUTE WW AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 GD1570'
 GD1570'AZIMUTH MARK, STAMPED---BAYOU 1977---, A STANDARD DISK SET
 GD1570'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 GD1570'WITH THE GROUND.  IT IS 33.5 FEET SOUTH OF THE CENTER OF STATE
 GD1570'ROUTE WW AND ABOUT THE SAME ELEVATION AS THE HIGHWAY
 GD1570'
 GD1570'BM A 276, STAMPED---A 276 1976---, A STANDARD BENCH MARK DISK
 GD1570'CRIMPED TO THE TOP OF A 5/8-INCH ROD, 5 INCHES UNDERGROUND
 GD1570'AND SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS 22
 GD1570'FEET NORTHWEST OF STATE ROUTE P, 4.3 FEET NORTHEAST OF A
 GD1570'CONCRETE MILE POST AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 GD1570'POST.
 GD1570'
 GD1570'BM Y 274, STAMPED---Y 274 1976---, A STANDARD BENCH MARK DISK
 GD1570'CRIMPED TO THE TOP OF A 5/8-INCH ROD, 5 INCHES UNDERGROUND
 GD1570'AND SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS 28
 GD1570'FEET NORTH OF THE CENTER OF STATE ROUTE WW, 3.6 FEET EAST OF
 GD1570'A CONCRETE MILEPOST, 1 FOOT WEST OF A METAL WITNESS POST AND
 GD1570'ABOUT 5 FEET LOWER THAN THE HIGHWAY.
 GD1570'
 GD1570'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 GD1570'REFERENCE MARKS 1 AND 2 AND AT THE AZIMUTH MARK.
 GD1570'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 30.8 METERS.
 GD1570
 GD1570                          STATION RECOVERY (2002)
 GD1570
 GD1570'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1570'MARK IS 52.8 FT SW OF CARSONITE WITNESS POST AND HWY JUNCTION SIGN, WW
 GD1570'AND P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0220 ***********************************************************************
 GG0220  DESIGNATION -  BB 47
 GG0220  PID         -  GG0220
 GG0220  STATE/COUNTY-  MO/MCDONALD
 GG0220  USGS QUAD   -  SOUTH WEST CITY (1973)
 GG0220
 GG0220                         *CURRENT SURVEY CONTROL
 GG0220  ___________________________________________________________________
 GG0220* NAD 83(1986)-  36 30 46.     (N)    094 36 28.     (W)     SCALED    
 GG0220* NAVD 88     -       279.531  (meters)     917.09   (feet)  ADJUSTED  
 GG0220  ___________________________________________________________________
 GG0220  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GG0220  DYNAMIC HT  -         279.293 (meters)     916.31  (feet)  COMP
 GG0220  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 GG0220
 GG0220  VERT ORDER  -  SECOND    CLASS 0
 GG0220
 GG0220.The horizontal coordinates were scaled from a topographic map and have
 GG0220.an estimated accuracy of +/- 6 seconds.
 GG0220
 GG0220.The orthometric height was determined by differential leveling
 GG0220.and adjusted by the National Geodetic Survey in June 1991..
 GG0220
 GG0220.The geoid height was determined by GEOID03.
 GG0220
 GG0220.The dynamic height is computed by dividing the NAVD 88
 GG0220.geopotential number by the normal gravity value computed on the
 GG0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0220.degrees latitude (g = 980.6199 gals.).
 GG0220
 GG0220.The modeled gravity was interpolated from observed gravity values.
 GG0220
 GG0220;                    North         East    Units  Estimated Accuracy
 GG0220;SPC MO W     -    38,410.      840,350.      MT  (+/- 180 meters Scaled)
 GG0220
 GG0220                          SUPERSEDED SURVEY CONTROL
 GG0220
 GG0220  NGVD 29 (??/??/92)  279.421  (m)          916.73   (f) ADJ UNCH    2 0
 GG0220
 GG0220.Superseded values are not recommended for survey control.
 GG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0220.See file dsdata.txt to determine how the superseded data were derived.
 GG0220
 GG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA560420(NAD 83)
 GG0220_MARKER: DB = BENCH MARK DISK
 GG0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0220_STAMPING: BB 47 1934
 GG0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0220+STABILITY: SURFACE MOTION
 GG0220
 GG0220  HISTORY     - Date     Condition        Report By
 GG0220  HISTORY     - 1934     MONUMENTED       CGS
 GG0220
 GG0220                          STATION DESCRIPTION
 GG0220
 GG0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0220'AT SOUTHWEST CITY.
 GG0220'AT SOUTHWEST CITY, MC DONALD COUNTY, ON THE ST. LOUIS-SAN
 GG0220'FRANCISCO RAILWAY, 140 FEET NORTH OF THE STATION, AT A ROAD
 GG0220'CROSSING, 45 FEET EAST OF THE TRACK, AND 10 FEET NORTH OF THE
 GG0220'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED BB 47 1934
 GG0220'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1096 ***********************************************************************
 KD1096  DESIGNATION -  BEACON
 KD1096  PID         -  KD1096
 KD1096  STATE/COUNTY-  MO/COOPER
 KD1096  USGS QUAD   -  ARROW ROCK (1971)
 KD1096
 KD1096                         *CURRENT SURVEY CONTROL
 KD1096  ___________________________________________________________________
 KD1096* NAD 83(1997)-  39 01 21.34871(N)    092 57 55.56474(W)     ADJUSTED  
 KD1096* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 KD1096  ___________________________________________________________________
 KD1096  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 KD1096  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1096
 KD1096  HORZ ORDER  -  SECOND
 KD1096
 KD1096.The horizontal coordinates were established by classical geodetic methods
 KD1096.and adjusted by the National Geodetic Survey in February 2000..
 KD1096
 KD1096.The orthometric height was scaled from a topographic map.
 KD1096
 KD1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1096
 KD1096.The geoid height was determined by GEOID03.
 KD1096
 KD1096;                    North         East     Units Scale Factor Converg.
 KD1096;SPC MO C     -   354,042.304   459,696.492   MT  0.99995333   -0 17 35.0
 KD1096;UTM  15      - 4,319,284.755   502,992.122   MT  0.99960011   +0 01 18.3
 KD1096
 KD1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1096!SPC MO C     -   0.99996730  x   0.99995333  =   0.99992063
 KD1096!UTM  15      -   0.99996730  x   0.99960011  =   0.99956742
 KD1096
 KD1096|---------------------------------------------------------------------|
 KD1096| PID    Reference Object                     Distance      Geod. Az  |
 KD1096|                                                           dddmmss.s |
 KD1096| CK7016 BEACON RM 3                          31.205 METERS 00733     |
 KD1096| CL8896 BEACON AZ MK                                       0653926.1 |
 KD1096| CL8898 BEACON RM 1                          31.096 METERS 08456     |
 KD1096| JD2634 ST MARTINS CATHOLIC CH STEEPLE      APPROX.15.0 KM 1434830.6 |
 KD1096| CL8897 BEACON AZ MK RESET                                 3031709.9 |
 KD1096| KD1095 KANSAS CITY ST LOUIS AWY BCN 8       44.855 METERS 32023     |
 KD1096| CL8899 BEACON RM 2                          29.187 METERS 32947     |
 KD1096|---------------------------------------------------------------------|
 KD1096
 KD1096                          SUPERSEDED SURVEY CONTROL
 KD1096
 KD1096  NAD 83(1986)-  39 01 21.35643(N)    092 57 55.56813(W) AD(       ) 2
 KD1096  NAD 27      -  39 01 21.27561(N)    092 57 54.87503(W) AD(       ) 2
 KD1096
 KD1096.Superseded values are not recommended for survey control.
 KD1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1096.See file dsdata.txt to determine how the superseded data were derived.
 KD1096
 KD1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0299219285(NAD 83)
 KD1096_MARKER: DD = SURVEY DISK
 KD1096_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KD1096
 KD1096  HISTORY     - Date     Condition        Report By
 KD1096  HISTORY     - 1949     MONUMENTED       CGS
 KD1096  HISTORY     - 1962     GOOD             CGS
 KD1096  HISTORY     - 1967     GOOD             CGS
 KD1096
 KD1096                          STATION DESCRIPTION
 KD1096
 KD1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1096'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHEAST OF BLACKWATER,
 KD1096'3.0 MILES SOUTH-SOUTHWEST OF ARROW ROCK, IN MR. KRUGERS BARN YARD
 KD1096'NEAR AN AIRWAY BEACON.  IT IS 148 FEET SOUTHWEST OF THE BEACON,
 KD1096'45 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN AND
 KD1096'19 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF LOT FENCE.  THE
 KD1096'MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 KD1096'IS STAMPED BEACON 1949.
 KD1096'
 KD1096'REFERENCE MARK NO.1 IS EAST-NORTHEAST OF THE STATION, 60 FEET
 KD1096'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN AND 1 FOOT
 KD1096'SOUTH OF THE LOT FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 KD1096'IS STAMPED BEACON NO1 1949.
 KD1096'
 KD1096'REFERENCE MARK NO.2 IS NORTHWEST OF THE STATION, 61.5 FEET WEST
 KD1096'OF THE NORTHWEST CORNER OF THE BARN AND 1 FOOT SOUTH OF THE
 KD1096'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KD1096'BEACON NO2 1949.
 KD1096'
 KD1096'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION, 20
 KD1096'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 14 FEET EAST-SOUTHEAST
 KD1096'OF A POWERLINE POLE AND 1.5 FEET WEST OF A WITNESS POST.  THE
 KD1096'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BEACON AZI 1949.
 KD1096'
 KD1096'TO REACH FROM THE POST OFFICE, IN LAMINE, GO NORTH ON STATE
 KD1096'HIGHWAY 41 5.35 MILES TO THE JUNCTION OF COUNTY ROUTE K, CONTINUE
 KD1096'ON HIGHWAY 41 2.3 MILES TO A SIDE ROAD LEFT, TURN LEFT 0.6 MILE
 KD1096'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON WEST 0.3 MILE TO
 KD1096'A FARM HOME ON THE LEFT, TURN LEFT 0.1 MILE TO BARN YARD AND
 KD1096'THE STATION AS DESCRIBED.
 KD1096'
 KD1096'GREEN 4, AIRWAY BEACON NO.8 IS NORTHWEST OF THE STATION, AND 111
 KD1096'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE BARN.
 KD1096'(DISTANCE IS NOT SECOND ORDER TRAVERSE.  STANDARDIZED TAPES
 KD1096'WERE NOT USED.)
 KD1096'
 KD1096'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1096
 KD1096                          STATION RECOVERY (1962)
 KD1096
 KD1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DJF)
 KD1096'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 KD1096'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO
 KD1096'HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  A NEW AZIMUTH MARK
 KD1096'WAS ESTABLISHED THIS YEAR.  REFERENCE MARK 2 WAS IN A CULTIVATED
 KD1096'FIELD AND, AT THE REQUEST OF THE LAND OWNER, MR. FRANK KRUGER,
 KD1096'WAS DESTROYED AND REPLACED WITH REFERENCE MARK 3.  AIRWAY BEACON
 KD1096'8 HAS BEEN REMOVED AND ONLY A CONCRETE FOUNDATION REMAINS.  A
 KD1096'NEW DESCRIPTION FOR THE STATION FOLLOWS.
 KD1096'
 KD1096'THE STATION IS 3 MILES NORTHEAST OF BLACKWATER, 3 MILES
 KD1096'SOUTH-SOUTHWEST OF ARROW ROCK, 0.9 MILE WEST OF STATE HIGHWAY
 KD1096'41 AND NEAR THE SOUTHWEST CORNER OF THE FENCED BARN LOT OF
 KD1096'MR. FRANK KRUGER.
 KD1096'
 KD1096'TO REACH THE STATION FROM THE POST OFFICE IN BLACKWATER, DRIVE
 KD1096'NORTH AND NORTHWEST ON COUNTY ROUTE K FOR 2.8 MILES TO ITS
 KD1096'JUNCTION WITH STATE HIGHWAY 41.  TURN LEFT AND DRIVE NORTH ON
 KD1096'STATE HIGHWAY 41 FOR 2.3 MILES TO A GRAVELED SIDE ROAD ON THE
 KD1096'LEFT.  TURN LEFT, WEST, AND CONTINUE 0.9 MILE TO A FARM
 KD1096'ENTRANCE ROAD ON THE LEFT**.  TURN LEFT AND DRIVE SOUTH FOR 0.1
 KD1096'MILE TO A WOODEN GATE JUST SOUTHEAST OF A FARM HOUSE.  PASS
 KD1096'THROUGH THE GATE AND DRIVE SOUTHWEST TO THE SOUTHWEST CORNER
 KD1096'OF THE FENCED BARN LOT, A GATE AND THE STATION JUST SOUTHWEST
 KD1096'OF THE FENCE CORNER AND GATE.
 KD1096'
 KD1096'THE STATION MARK, A STANDARD DISK STAMPED BEACON 1949, IS SET
 KD1096'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER
 KD1096'AND SET 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 52.0
 KD1096'FEET SOUTH OF AN EAST-WEST FENCE WHICH RUNS WEST FROM THE BARN
 KD1096'LOT AND 19.7 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST FENCE CORNER
 KD1096'OF THE BARN LOT.
 KD1096'
 KD1096'REFERENCE MARK 1, A STANDARD DISK STAMPED BEACON NO 1 1949,
 KD1096'IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT
 KD1096'THE TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 KD1096'IS 1.0 FOOT SOUTH OF THE SOUTH FENCE OF THE BARN LOT.
 KD1096'
 KD1096'REFERENCE MARK 3, A STANDARD DISK STAMPED BEACON NO 3 1949, IS
 KD1096'SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 KD1096'TOP, PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS
 KD1096'50.0 FEET NORTH OF THE EAST-WEST FENCE WHICH RUNS WEST FROM
 KD1096'THE BARN LOT AND 1.0 FOOT WEST OF THE WEST FENCE OF THE BARN
 KD1096'LOT.
 KD1096'
 KD1096'THE AZIMUTH MARK, A STANDARD DISK STAMPED BEACON 1949 RESET 1962,
 KD1096'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 KD1096'IN DIAMETER, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 KD1096'GROUND.  IT IS 0.05 MILE WEST OF THE FARM HOME OF MR. LEONARD
 KD1096'KRUGAR, 22.5 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 13.0
 KD1096'FEET WEST OF THE CENTER OF A WOODEN GATE AND 2.0 FEET EAST OF A
 KD1096'METAL WITNESS POST WITH SIGN ATTACHED.  IT IS 1.0 FOOT SOUTH OF
 KD1096'THE NORTH RIGHT-OF-WAY FENCE.
 KD1096'
 KD1096'** TO REACH THE AZIMUTH MARK, CONTINUE WEST ON THE GRAVELED ROAD
 KD1096'FOR 0.3 MILE TO A WOODEN GATE AND THE MARK ON THE NORTH SIDE
 KD1096'OF THE ROAD.
 KD1096
 KD1096                          STATION RECOVERY (1967)
 KD1096
 KD1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 KD1096'STATION RECOVERED AS DESCRIBED IN 1962 AND ALL MARKS FOUND IN GOOD
 KD1096'CONDITION.  THE 1962 DESCRIPTION TO REACH THE STATION FROM
 KD1096'BLACKWATER IS ADEQUATE FOR RECOVERY.
 KD1096'
 KD1096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 KD1096'NORTHEAST OF BLACKWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1071 ***********************************************************************
 HD1071  DESIGNATION -  BEACON 56
 HD1071  PID         -  HD1071
 HD1071  STATE/COUNTY-  MO/LACLEDE
 HD1071  USGS QUAD   -  DRYNOB (1976)
 HD1071
 HD1071                         *CURRENT SURVEY CONTROL
 HD1071  ___________________________________________________________________
 HD1071* NAD 83(1997)-  37 40 45.28586(N)    092 25 46.89920(W)     ADJUSTED  
 HD1071* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 HD1071  ___________________________________________________________________
 HD1071  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HD1071  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HD1071
 HD1071  HORZ ORDER  -  FIRST
 HD1071
 HD1071.The horizontal coordinates were established by classical geodetic methods
 HD1071.and adjusted by the National Geodetic Survey in February 2000..
 HD1071
 HD1071.The orthometric height was scaled from a topographic map.
 HD1071
 HD1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1071
 HD1071.The geoid height was determined by GEOID03.
 HD1071
 HD1071;                    North         East     Units Scale Factor Converg.
 HD1071;SPC MO C     -   204,835.344   506,201.515   MT  0.99993381   +0 02 34.7
 HD1071;UTM  15      - 4,170,380.661   550,288.837   MT  0.99963115   +0 20 55.0
 HD1071
 HD1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1071!SPC MO C     -   0.99994576  x   0.99993381  =   0.99987957
 HD1071!UTM  15      -   0.99994576  x   0.99963115  =   0.99957693
 HD1071
 HD1071|---------------------------------------------------------------------|
 HD1071| PID    Reference Object                     Distance      Geod. Az  |
 HD1071|                                                           dddmmss.s |
 HD1071| CN5626 BEACON 56 RM 1                       26.496 METERS 05252     |
 HD1071| CN5625 BEACON 56 AZ MK                                    0841001.1 |
 HD1071| HD1072 TULSA ST LOUIS AWY BCN 56            12.359 METERS 14659     |
 HD1071| HD1073 BEACON 56 PP BUILDING NORTH COR      12.210 METERS 17158     |
 HD1071| CN5627 BEACON 56 RM 2                       41.840 METERS 28827     |
 HD1071|---------------------------------------------------------------------|
 HD1071
 HD1071                          SUPERSEDED SURVEY CONTROL
 HD1071
 HD1071  NAD 83(1986)-  37 40 45.29847(N)    092 25 46.89828(W) AD(       ) 1
 HD1071  NAD 27      -  37 40 45.14600(N)    092 25 46.28900(W) AD(       ) 1
 HD1071
 HD1071.Superseded values are not recommended for survey control.
 HD1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1071.See file dsdata.txt to determine how the superseded data were derived.
 HD1071
 HD1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB5028970381(NAD 83)
 HD1071_MARKER: DS = TRIANGULATION STATION DISK
 HD1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1071
 HD1071  HISTORY     - Date     Condition        Report By
 HD1071  HISTORY     - 1946     MONUMENTED       CGS
 HD1071
 HD1071                          STATION DESCRIPTION
 HD1071
 HD1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HD1071'THE STATION IS LOCATED ABOUT 16 MILES EAST OF PHILLIPSBURG, 12
 HD1071'MILES SOUTHEAST OF LEBANON, 1/2 MILE SOUTHEAST OF HEARD SCHOOL
 HD1071'NEAR THE CENTER OF A LARGE BEND IN THE OSAGE FORK, IN THE
 HD1071'NORTHWEST CORNER OF THE N W 1/4 OF SEC. 9, T. 33 N, R. 14 W.
 HD1071'ON THE HIGHEST POINT OF A HIGH TIMBER COVERED HILL OVERLOOKING
 HD1071'OSAGE FORK.  IT IS 40.56 FEET NORTH-NORTHWEST OF AIRWAY BEACON
 HD1071'NO. 56, 40 FEET NORTH OF NORTH CORNER OF AIRWAY BEACON BUILDING
 HD1071'AND 33 FEET SOUTH OF FENCE AND THE WITNESS POST.  THE MARK
 HD1071'PROJECTS 4 INCHES AND THE DISK IS STAMPED BEACON 56 1946.
 HD1071'
 HD1071'REFERENCE MARK NO. 1 IS 86.93 FEET NORTHEAST OF THE STATION
 HD1071'AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND
 HD1071'THE DISK IS STAMPED BEACON 56 NO 1 1946.
 HD1071'
 HD1071'REFERENCE MARK NO. 2 IS 137.27 FEET WEST-NORTHWEST OF THE STATION
 HD1071'AND 8 FEET EAST-SOUTHEAST OF THE FENCE CORNER.  THE MARK PROJECTS
 HD1071'4 INCHES AND THE DISK IS STAMPED BEACON 56 NO 2 1946.
 HD1071'
 HD1071'REFERENCE MARK NO. 3 (AIRWAY BEACON NO. 56) IS 40.56 FEET
 HD1071'SOUTH-SOUTHEAST OF THE STATION.  THE MARK IS SET IN THE CONCRETE
 HD1071'BASE OF THE BEACON AND THE DISK IS STAMPED BEACON 56 NO 3 1946.
 HD1071'
 HD1071'THE PICTURE POINT IS A BUILDING 15 FEET SOUTHWEST OF AIRWAY
 HD1071'BEACON NO. 56.  THE NORTH CORNER OF THE BUILDING IS 40.06 FEET
 HD1071'SOUTH OF THE STATION.  THE ANGLE WAS MEASURED TO THIS CORNER.
 HD1071'
 HD1071'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 4 FEET WEST
 HD1071'OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 HD1071'4 INCHES AND THE DISK IS STAMPED BEACON 56 1946.
 HD1071'
 HD1071'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 66
 HD1071'AND STATE HIGHWAY NO. 5 IN LEBANON, GO SOUTH ON STATE HIGHWAY NO.
 HD1071'5 FOR 0.7 MILE TO JUNCTION WITH STATE HIGHWAY NO. 32.  TURN LEFT
 HD1071'ON STATE HIGHWAY NO. 32 AND GO EAST FOR 7.0 MILES TO A SIDE ROAD
 HD1071'EAST JUST AFTER MAKING A TURN SOUTH ON STATE HIGHWAY NO. 32.
 HD1071'TURN LEFT AND GO EAST ON A DIRT ROAD FOR 1.2 MILES TO Y FORKS.
 HD1071'TAKE THE RIGHT FORK JUST AFTER PASSING FARM BUILDINGS ON THE
 HD1071'RIGHT AND GO SOUTHEAST 1.0 TO BRIDGE OVER OSAGE FORK.  CONTINUE
 HD1071'STRAIGHT AHEAD FOR 4.2 MILES TO A SIDE ROAD LEFT AT A WOODEN
 HD1071'GATE.  TURN LEFT, PASS THROUGH GATE AND FOLLOW TRACK ROAD
 HD1071'NORTH FOR 1.3 MILES TO TOP OF RIDGE, AIRWAY BEACON NO. 56
 HD1071'ON THE RIGHT AND STATION.
 HD1071'
 HD1071'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST 0.25 MILE
 HD1071'ACROSS OPEN FIELD TO THE AZIMUTH MARK IN THE NORTHEAST CORNER
 HD1071'OF CLEARING.
 HD1071'
 HD1071'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1073 ***********************************************************************
 HD1073  DESIGNATION -  BEACON 56 PP BUILDING NORTH COR
 HD1073  PID         -  HD1073
 HD1073  STATE/COUNTY-  MO/LACLEDE
 HD1073  USGS QUAD   -  DRYNOB (1976)
 HD1073
 HD1073                         *CURRENT SURVEY CONTROL
 HD1073  ___________________________________________________________________
 HD1073* NAD 83(1997)-  37 40 44.89371(N)    092 25 46.82956(W)     ADJUSTED  
 HD1073* NAVD 88     -                                                        
 HD1073  ___________________________________________________________________
 HD1073  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HD1073  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HD1073
 HD1073  HORZ ORDER  -  THIRD
 HD1073
 HD1073.The horizontal coordinates were established by classical geodetic methods
 HD1073.and adjusted by the National Geodetic Survey in February 2000..
 HD1073
 HD1073
 HD1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1073
 HD1073.The geoid height was determined by GEOID03.
 HD1073
 HD1073;                    North         East     Units Scale Factor Converg.
 HD1073;SPC MO C     -   204,823.256   506,203.231   MT  0.99993381   +0 02 34.7
 HD1073;UTM  15      - 4,170,368.586   550,290.616   MT  0.99963115   +0 20 55.0
 HD1073
 HD1073                          SUPERSEDED SURVEY CONTROL
 HD1073
 HD1073  NAD 83(1986)-  37 40 44.90632(N)    092 25 46.82865(W) AD(       ) 4
 HD1073  NAD 27      -  37 40 44.75000(N)    092 25 46.22000(W) AD(       ) 3
 HD1073
 HD1073.Superseded values are not recommended for survey control.
 HD1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1073.See file dsdata.txt to determine how the superseded data were derived.
 HD1073
 HD1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB5029170369(NAD 83)
 HD1073
 HD1073  HISTORY     - Date     Condition        Report By
 HD1073  HISTORY     - 1946     FIRST OBSERVED   CGS
 HD1073
 HD1073                          STATION DESCRIPTION
 HD1073
 HD1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HD1073'A BUILDING 15 FEET SOUTHWEST OF AIRWAY
 HD1073'BEACON NO. 56.  THE NORTH CORNER OF THE BUILDING IS 40.06 FEET
 HD1073'SOUTH OF THE STATION.  THE ANGLE WAS MEASURED TO THIS CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1192 ***********************************************************************
 HD1192  DESIGNATION -  BEAR
 HD1192  PID         -  HD1192
 HD1192  STATE/COUNTY-  MO/LACLEDE
 HD1192  USGS QUAD   -  OAKLAND (1979)
 HD1192
 HD1192                         *CURRENT SURVEY CONTROL
 HD1192  ___________________________________________________________________
 HD1192* NAD 83(1997)-  37 42 33.45596(N)    092 37 03.29998(W)     ADJUSTED  
 HD1192* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 HD1192  ___________________________________________________________________
 HD1192  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 HD1192  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HD1192
 HD1192  HORZ ORDER  -  FIRST
 HD1192
 HD1192.The horizontal coordinates were established by classical geodetic methods
 HD1192.and adjusted by the National Geodetic Survey in February 2000..
 HD1192
 HD1192.The orthometric height was scaled from a topographic map.
 HD1192
 HD1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1192
 HD1192.The geoid height was determined by GEOID03.
 HD1192
 HD1192;                    North         East     Units Scale Factor Converg.
 HD1192;SPC MO C     -   208,174.268   489,632.421   MT  0.99993466   -0 04 18.9
 HD1192;UTM  15      - 4,173,630.113   533,707.331   MT  0.99961399   +0 14 02.1
 HD1192
 HD1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1192!SPC MO C     -   0.99994214  x   0.99993466  =   0.99987681
 HD1192!UTM  15      -   0.99994214  x   0.99961399  =   0.99955615
 HD1192
 HD1192|---------------------------------------------------------------------|
 HD1192| PID    Reference Object                     Distance      Geod. Az  |
 HD1192|                                                           dddmmss.s |
 HD1192| HD1193 NORTH GABLE OF WILBORNS GARAGE       38.100 METERS 10255     |
 HD1192| CN5629 BEAR RM 1                            38.795 METERS 11845     |
 HD1192| CN5628 BEAR AZ MK                                         2141622.5 |
 HD1192| CN5630 BEAR RM 2                            39.304 METERS 21824     |
 HD1192| HD1205 LEBANON MUN LT WATER PLT STK        APPROX. 5.8 KM 2321729.4 |
 HD1192|---------------------------------------------------------------------|
 HD1192
 HD1192                          SUPERSEDED SURVEY CONTROL
 HD1192
 HD1192  NAD 83(1986)-  37 42 33.46852(N)    092 37 03.29945(W) AD(       ) 1
 HD1192  NAD 27      -  37 42 33.32100(N)    092 37 02.67500(W) AD(       ) 1
 HD1192
 HD1192.Superseded values are not recommended for survey control.
 HD1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1192.See file dsdata.txt to determine how the superseded data were derived.
 HD1192
 HD1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB3370773630(NAD 83)
 HD1192_MARKER: DS = TRIANGULATION STATION DISK
 HD1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1192
 HD1192  HISTORY     - Date     Condition        Report By
 HD1192  HISTORY     - 1946     MONUMENTED       CGS
 HD1192  HISTORY     - 1947     GOOD             CGS
 HD1192
 HD1192                          STATION DESCRIPTION
 HD1192
 HD1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1192'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHEAST OF LEBANON,
 HD1192'0.75 MILE WEST OF BEAR CREEK, ON TOP OF A HIGH HILL, ALONG
 HD1192'THE RIGHT OF WAY OF U.S. HIGHWAY NO. 66 (IN MR. WILBORNS
 HD1192'YARD) 53 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 66,
 HD1192'37 FEET WEST OF THE DRIVE WAY, AND 6 FEET SOUTHEAST OF A
 HD1192'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 HD1192'IS STAMPED BEAR 1946.
 HD1192'
 HD1192'REFERENCE MARK NO. 1 IS 127.28 FEET SOUTH-SOUTHEAST OF THE
 HD1192'STATION, AND 3 FEET NORTH OF THE NORTHWEST CORNER OF A STONE
 HD1192'GARAGE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HD1192'BEAR 1946 NO 1.
 HD1192'
 HD1192'REFERENCE MARK NO. 2 IS 128.95 FEET WEST-SOUTHWEST OF THE
 HD1192'STATION, 37 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 66
 HD1192'AND 4 FEET NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 HD1192'DISK IS STAMPED BEAR 1946 NO 2.
 HD1192'
 HD1192'AZIMUTH MARK IS ABOUT 0.35 MILE WEST OF THE STATION, 40 FEET
 HD1192'NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 66, 19 FEET EAST
 HD1192'OF DEANS ARMY STORE BILL BOARD, AND 3 FEET NORTHEAST OF A
 HD1192'WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 HD1192'STAMPED BEAR 1946.
 HD1192'
 HD1192'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 66 AND STATE
 HD1192'HIGHWAY NO. 5 IN LEBANON, GO NORTHEAST ON U.S. HIGHWAY NO. 66 FOR
 HD1192'3.05 MILE, (AZIMUTH MARK ON THE LEFT), CONTINUE AHEAD FOR 0.35
 HD1192'MILE TO TOP OF HILL AND STATION ON THE RIGHT.
 HD1192'
 HD1192'PICTURE POINT WAS TAKEN FROM THE NORTH GABLE OF MR. WILBORNS
 HD1192'GARAGE, 125.00 FEET SOUTHEAST OF THE STATION.
 HD1192'
 HD1192'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HD1192
 HD1192                          STATION RECOVERY (1947)
 HD1192
 HD1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1192'THE STATION WAS FOUND IN GOOD CONDITION.  SURFACE UNDERGROUND,
 HD1192'AZIMUTH AND REFERENCE MARKS ARE AS DESCRIBED.
 HD1192'AN ERROR WAS FOUND IN THE DIRECTIONS DESCRIBING
 HD1192'THE STATION IN 1946.
 HD1192'
 HD1192'A NEW DESCRIPTION FOLLOWS.
 HD1192'
 HD1192'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHEAST OF LEBANON,
 HD1192'0.75 MILE WEST OF BEAR CREEK, IN MR. WILBORNS YARD ALONG
 HD1192'THE RIGHT-OF-WAY OF US HIGHWAY 66, 53 FEET EAST OF THE CENTERLINE
 HD1192'OF HIGHWAY 66, 37 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY AND
 HD1192'6 FEET NORTHEAST OF A WITNESS POST.  THE MARK IS FLUSH WITH
 HD1192'THE GROUND AND THE DISK IS STAMPED BEAR 1946.
 HD1192'
 HD1192'REFERENCE MARK NO. 1 IS 127.28 FEET EAST-SOUTHEAST OF THE STATION
 HD1192'AND 3 FEET WEST OF THE SOUTHWEST CORNER OF THE GARAGE.  THE MARK
 HD1192'PROJECTS 4 INCHES AND THE DISK IS STAMPED BEAR NO 1 1946.
 HD1192'
 HD1192'REFERENCE MARK NO. 2 IS 128.95 FEET SOUTH OF THE STATION, 37 FEET
 HD1192'EAST OF THE CENTERLINE OF HIGHWAY 66 AND 4 FEET WEST OF THE
 HD1192'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HD1192'BEAR NO 2 1946.
 HD1192'
 HD1192'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH-SOUTHWEST OF THE STATION,
 HD1192'40 FEET WEST OF THE CENTERLINE OF HIGHWAY 66, 19 FEET NORTHEAST
 HD1192'OF A DEANS ARMY STORE SIGN AND 3 FEET NORTH OF A WITNESS POST.
 HD1192'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BEAR 1946.
 HD1192'
 HD1192'TO REACH FROM THE JUNCITON OF US HIGHWAY 66 AND STATE HIGHWAY
 HD1192'5 IN LEBANON, GO NORTHEAST ON HIGHWAY 66 FOR 3.05 MILES TO
 HD1192'AZIMUTH MARK ON THE LEFT, CONTINUE ON 0.35-MILE TO TOP OF HILL
 HD1192'AND THE STATION ON THE RIGHT.
 HD1192'
 HD1192'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1394 ***********************************************************************
 HD1394  DESIGNATION -  BEAR
 HD1394  PID         -  HD1394
 HD1394  STATE/COUNTY-  MO/CEDAR
 HD1394  USGS QUAD   -  BEARCREEK (1981)
 HD1394
 HD1394                         *CURRENT SURVEY CONTROL
 HD1394  ___________________________________________________________________
 HD1394* NAD 83(1997)-  37 39 26.25896(N)    093 39 32.51714(W)     ADJUSTED  
 HD1394* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 HD1394  ___________________________________________________________________
 HD1394  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 HD1394  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HD1394
 HD1394  HORZ ORDER  -  FIRST
 HD1394
 HD1394.The horizontal coordinates were established by classical geodetic methods
 HD1394.and adjusted by the National Geodetic Survey in February 2000..
 HD1394
 HD1394.The orthometric height was scaled from a topographic map.
 HD1394
 HD1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1394
 HD1394.The geoid height was determined by GEOID03.
 HD1394
 HD1394;                    North         East     Units Scale Factor Converg.
 HD1394;SPC MO W     -   165,746.869   924,202.971   MT  1.00000897   +0 30 49.7
 HD1394;SPC MO C     -   203,028.724   397,732.435   MT  1.00006211   -0 42 29.4
 HD1394;UTM  15      - 4,167,996.453   441,870.149   MT  0.99964162   -0 24 09.5
 HD1394
 HD1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1394!SPC MO W     -   0.99995412  x   1.00000897  =   0.99996309
 HD1394!SPC MO C     -   0.99995412  x   1.00006211  =   1.00001622
 HD1394!UTM  15      -   0.99995412  x   0.99964162  =   0.99959575
 HD1394
 HD1394|---------------------------------------------------------------------|
 HD1394| PID    Reference Object                     Distance      Geod. Az  |
 HD1394|                                                           dddmmss.s |
 HD1394| CN5634 BEAR RM 1                            28.129 METERS 02213     |
 HD1394| HD0777 Z 23                                 45.536 METERS 07130     |
 HD1394| CN5633 BEAR AZ MK                                         2883545.9 |
 HD1394| CN5635 BEAR RM 3                            36.402 METERS 30319     |
 HD1394|---------------------------------------------------------------------|
 HD1394
 HD1394                          SUPERSEDED SURVEY CONTROL
 HD1394
 HD1394  NAD 83(1997)-  37 39 26.26062(N)    093 39 32.51777(W) AD(       ) 1
 HD1394  NAD 83(1997)-  37 39 26.27005(N)    093 39 32.51801(W) AD(       ) 1
 HD1394  NAD 83(1986)-  37 39 26.27064(N)    093 39 32.51615(W) AD(       ) 1
 HD1394  NAD 27      -  37 39 26.12900(N)    093 39 31.77540(W) AD(       ) 1
 HD1394
 HD1394.Superseded values are not recommended for survey control.
 HD1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1394.See file dsdata.txt to determine how the superseded data were derived.
 HD1394
 HD1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4187067996(NAD 83)
 HD1394_MARKER: DS = TRIANGULATION STATION DISK
 HD1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1394
 HD1394  HISTORY     - Date     Condition        Report By
 HD1394  HISTORY     - 1959     MONUMENTED       CGS
 HD1394  HISTORY     - 1960     GOOD             CGS
 HD1394  HISTORY     - 1965     GOOD             CGS
 HD1394
 HD1394                          STATION DESCRIPTION
 HD1394
 HD1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1394'THE STATION IS ABOUT 8 MILES SOUTHEAST OF STOCKTON, AND 5 MILES
 HD1394'NORTHWEST OF FAIRPLAY IN THE VILLAGE OF BEAR CREEK AND IN THE
 HD1394'NORTHWEST 1/4 OF SEC. 27, T. 34 N., R. 34 W. ON LAND OWNED BY MR.
 HD1394'J.B. JACKSON.  IT IS 88 FEET NORTHWEST OF THE SOUTHWEST CORNER
 HD1394'OF A STORE BUILDING, 51 FEET SOUTH OF THE CENTERLINE OF STATE
 HD1394'HIGHWAY 32, 32 FEET SOUTH OF A FENCE CORNER, 8 FEET EAST OF
 HD1394'A FENCE, AND 7 FEET EAST OF A WITNESS POST.  THE MONUMENT IS
 HD1394'FLUSH AND THE DISK IS STAMPED BEAR 1959.
 HD1394'
 HD1394'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HD1394'13 AND 32 IN FAIRPLAY, GO WEST ON HIGHWAY 32 FOR 4.3 MILES
 HD1394'TO THE JUNCTION OF COUNTY HIGHWAY C.  CONTINUE WEST AND NORTH
 HD1394'ON HIGHWAY 32 FOR 2.3 MILES TO BEAR CREEK AND THE STATION
 HD1394'ON THE LEFT.
 HD1394'
 HD1394'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 HD1394'HIGHWAY 32 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 HD1394'
 HD1394'REFERENCE MARK 1 IS 59 FEET EAST OF THE CENTERLINE OF A GRAVELED
 HD1394'DRIVEWAY, 41 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 32,
 HD1394'AND 15 FEET SOUTHEAST OF A 20 INCH TREE.  THE MONUMENT IS
 HD1394'FLUSH AND THE DISK IS STAMPED BEAR NO 1 1959.
 HD1394'
 HD1394'BENCH MARK Z 23 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 HD1394'BENCH MARK STATION DISK STAMPED Z 23 1934 SET IN THE TOP OF
 HD1394'A 4 INCH BY 4 INCH CONCRETE POST PROJECTING 10 INCHES.  IT IS
 HD1394'80 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 32, 21 FEET
 HD1394'WEST OF A POWER POLE, AND 15 FEET EAST OF THE CENTERLINE OF
 HD1394'A TRACK ROAD.
 HD1394'
 HD1394'THE AZIMUTH MARK IS 60 FEET WEST OF THE CENTERLINE OF A GRAVELED
 HD1394'DRIVEWAY, 41 FEET NORTH OF THE CENTERLINE OF HIGHWAY 32, 2
 HD1394'FEET EAST OF A POWER POLE, AND 3 FEET NORTHEAST OF A WITNESS
 HD1394'POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HD1394'BEAR 1959.
 HD1394'
 HD1394'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1394
 HD1394                          STATION RECOVERY (1960)
 HD1394
 HD1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1394'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 HD1394'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION AND
 HD1394'ROUTE TO REACH THE STATION ARE ADEQUATE.  DIRECTIONS TO ALL
 HD1394'MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1
 HD1394'WAS FOUND TO BE 0.013 METERS AND BENCH MARK Z-23 (USED AS
 HD1394'REFERENCE MARK NO. 2) WAS FOUND TO BE 0.008 METERS SHORTER THAN
 HD1394'THE 1959 MEASUREMENTS.
 HD1394'
 HD1394'NOTE- THE REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HD1394'
 HD1394'OBSERVATIONS WERE MADE FROM A 64 FT. TOWER.
 HD1394'
 HD1394'AN ALTERNATE ROUTE TO REACH THE STATION FOLLOWS- TO REACH
 HD1394'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 39 IN
 HD1394'STOCKTON, GO EASTERLY ON STATE HIGHWAY 32 FOR 8.2 MILES TO
 HD1394'THE JUNCTION OF COUNTY ROUTE P.  CONTINUE EASTERLY ON HIGHWAY
 HD1394'32 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 HD1394'EASTERLY ON HIGHWAY 32 FOR 0.35 MILE TO THE VILLAGE OF BEAR
 HD1394'CREEK AND THE STATION ON THE RIGHT.
 HD1394
 HD1394                          STATION RECOVERY (1965)
 HD1394
 HD1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 HD1394'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 HD1394'WERE RECOVERED AND FOUND IN GOOD CONDITION.  BENCH MARK Z 23
 HD1394'1934 HAS BEEN DESTROYED.
 HD1394'
 HD1394'REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.
 HD1394'
 HD1394'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HD1394'
 HD1394'THE STATION IS ABOUT 8 MILES SOUTHEAST OF STOCKTON, 5 MILES
 HD1394'NORTHWEST OF FAIRPLAY, IN THE VILLAGE OF BEAR CREEK, IN THE
 HD1394'NORTHWEST 1/4 OF SECTION 27, T. 34 N., R. 34 W., AND ON LAND
 HD1394'OWNED BY MR. J.B. JACKSON.
 HD1394'
 HD1394'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13
 HD1394'AND 32 IN FAIRPLAY, GO WEST ON HIGHWAY 32 FOR 4.3 MILES TO THE
 HD1394'JUNCTION OF COUNTY ROAD C.  CONTINUE WEST AND NORTH ON HIGHWAY
 HD1394'32 FOR 2.3 MILES TO THE VILLAGE OF BEAR CREEK AND THE STATION
 HD1394'ON THE LEFT.
 HD1394'
 HD1394'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 HD1394'HIGHWAY 32 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 HD1394'
 HD1394'STATION MARK, A STANDARD DISK STAMPED BEAR 1959, IS SET IN
 HD1394'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 HD1394'THE SURFACE OF THE GROUND.  IT IS 88 FEET NORTHWEST OF THE
 HD1394'SOUTHWEST CORNER OF A STORE BUILDING, 53 FEET EAST-NORTHEAST
 HD1394'OF THE NORTHEAST CORNER OF A CONCRETE PORCH, 51 FEET SOUTH
 HD1394'OF THE CENTERLINE OF STATE HIGHWAY 32 7 FEET EAST OF A METAL
 HD1394'WITNESS POST, AND IN THE CENTER OF A DRIVEWAY LEADING TO A
 HD1394'HOUSE JUST WEST OF THE STATION.
 HD1394'
 HD1394'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEAR NO 1 1959, IS
 HD1394'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 HD1394'WITH THE SURFACE OF THE GROUND.  IT IS 59 FEET EAST OF THE
 HD1394'CENTERLINE OF A GRAVELED DRIVEWAY, 41 FEET NORTHEAST OF THE
 HD1394'CENTERLINE OF HIGHWAY 32, AND 15 FEET SOUTHEAST OF A 20 INCH
 HD1394'TREE.
 HD1394'
 HD1394'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEAR NO 3 1959,
 HD1394'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 HD1394'IT IS 27 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 32, 1 FOOT
 HD1394'NORTHWEST OF A CORNER FENCE POST, AND ON THE ROAD RIGHT-OF-WAY
 HD1394'NEAR THE NORTHWEST CORNER OF A YARD.
 HD1394'
 HD1394'AZIMUTH MARK, A STANDARD DISK STAMPED BEAR 1959, IS SET IN
 HD1394'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 HD1394'IT IS 60 FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY,
 HD1394'41 FEET NORTH OF THE CENTERLINE OF HIGHWAY 32, 2 FEET EAST
 HD1394'OF A POWER POLE, AND 3 FEET NORTHEAST OF A METAL WITNESS POST.
 HD1394'
 HD1394'NOTE- THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 WERE
 HD1394'VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2712 ***********************************************************************
 JD2712  DESIGNATION -  BEAR
 JD2712  PID         -  JD2712
 JD2712  STATE/COUNTY-  MO/ST CLAIR
 JD2712  USGS QUAD   -  ICONIUM (1991)
 JD2712
 JD2712                         *CURRENT SURVEY CONTROL
 JD2712  ___________________________________________________________________
 JD2712* NAD 83(1997)-  38 01 32.56651(N)    093 35 09.68122(W)     ADJUSTED  
 JD2712* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 JD2712  ___________________________________________________________________
 JD2712  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 JD2712  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JD2712
 JD2712  HORZ ORDER  -  THIRD
 JD2712
 JD2712.The horizontal coordinates were established by classical geodetic methods
 JD2712.and adjusted by the National Geodetic Survey in February 2000..
 JD2712
 JD2712.The orthometric height was scaled from a topographic map.
 JD2712
 JD2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2712
 JD2712.The geoid height was determined by GEOID03.
 JD2712
 JD2712;                    North         East     Units Scale Factor Converg.
 JD2712;SPC MO W     -   206,698.125   930,244.959   MT  1.00002046   +0 33 47.0
 JD2712;SPC MO C     -   243,842.795   404,650.247   MT  1.00004527   -0 40 08.6
 JD2712;UTM  15      - 4,208,829.962   448,566.536   MT  0.99963258   -0 21 39.6
 JD2712
 JD2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2712!SPC MO W     -   0.99995883  x   1.00002046  =   0.99997928
 JD2712!SPC MO C     -   0.99995883  x   1.00004527  =   1.00000409
 JD2712!UTM  15      -   0.99995883  x   0.99963258  =   0.99959142
 JD2712
 JD2712|---------------------------------------------------------------------|
 JD2712| PID    Reference Object                     Distance      Geod. Az  |
 JD2712|                                                           dddmmss.s |
 JD2712| JD2713 M 29                                 18.160 METERS 02600     |
 JD2712| CN5632 BEAR RM 1                            21.717 METERS 11749     |
 JD2712| CN5631 BEAR AZ MK                                         1500142.1 |
 JD2712| JD2719 OSCEOLA MO PUB SERV CO TANK         APPROX.10.5 KM 2800700.1 |
 JD2712|---------------------------------------------------------------------|
 JD2712
 JD2712                          SUPERSEDED SURVEY CONTROL
 JD2712
 JD2712  NAD 83(1997)-  38 01 32.56845(N)    093 35 09.68034(W) AD(       ) 3
 JD2712  NAD 83(1997)-  38 01 32.57638(N)    093 35 09.67952(W) AD(       ) 3
 JD2712  NAD 83(1986)-  38 01 32.57656(N)    093 35 09.67983(W) AD(       ) 3
 JD2712  NAD 27      -  38 01 32.46400(N)    093 35 08.93200(W) AD(       ) 3
 JD2712
 JD2712.Superseded values are not recommended for survey control.
 JD2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2712.See file dsdata.txt to determine how the superseded data were derived.
 JD2712
 JD2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC4856708830(NAD 83)
 JD2712_MARKER: DS = TRIANGULATION STATION DISK
 JD2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2712
 JD2712  HISTORY     - Date     Condition        Report By
 JD2712  HISTORY     - 1948     MONUMENTED       CGS
 JD2712  HISTORY     - 1965     GOOD             CGS
 JD2712  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JD2712
 JD2712                          STATION DESCRIPTION
 JD2712
 JD2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2712'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST AND 1 MILE SOUTH
 JD2712'OF OSCEOLA, 27 FEET SOUTH OF THE CENTER OF THE DIRT ROAD AND 4
 JD2712'FEET EAST OF A REFERENCE POST.  THE DISK IS STAMPED BEAR 1948
 JD2712'AND PROJECTS 3 INCHES.
 JD2712'
 JD2712'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE CENTER OF THE ROAD.
 JD2712'THE DISK IS STAMPED BEAR NO 1 1948 AND PROJECTS 3 INCHES.
 JD2712'
 JD2712'REFERENCE MARK NO. 2 IS A U.S.G.S. BENCH MARK THAT IS LOCATED
 JD2712'28 FEET NORTH OF THE CENTER OF THE ROAD AND 12 FEET NORTHWEST
 JD2712'OF A TRIANGULAR BLAZED TREE.  THE DISK IS STAMPED M 29 1940 AND
 JD2712'IS SET IN A 4 BY 4 INCH CONCRETE POST THAT PROJECTS 4 INCHES.
 JD2712'
 JD2712'THE AZIMUTH MARK IS LOCATED 0.4 MILE SOUTH-SOUTHEAST OF THE
 JD2712'STATION AND 20 FEET SOUTH OF THE CENTER OF THE ROAD.  THE DISK
 JD2712'IS STAMPED BEAR 1948 AND PROJECTS 4 INCHES.
 JD2712'
 JD2712'TO REACH THE STATION FROM THE COURTHOUSE IN OSCEOLA, GO NORTH
 JD2712'ON STATE ROUTE 13 FOR 1.1 MILES TO COUNTY ROUTE N ON THE RIGHT,
 JD2712'TURN RIGHT AND GO EAST ON ROUTE N FOR 2.4 MILES TO A T-ROAD
 JD2712'RIGHT AT THE TOP OF A GRADE, TURN RIGHT AND GO SOUTH FOR 1.75
 JD2712'MILES TO A T-ROAD ON THE LEFT, TURN LEFT AND FOLLOW THE MAIN
 JD2712'ROAD EASTERLY FOR 3.7 MILES TO THE TRIANGLE BLAZED TREE ON THE
 JD2712'LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 JD2712'
 JD2712'THE AZIMUTH MARK IS REACHED FROM THE STATION BY CONTINUING
 JD2712'SOUTHEAST AND THEN EAST FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 JD2712'
 JD2712'A 74 FOOT SIGNAL AT VISTA IS VISIBLE AT 64 FEET.
 JD2712'
 JD2712'AN 87 FOOT SIGNAL AT HOGLES 1947 IS VISIBLE AT 50 FEET.
 JD2712'
 JD2712'A 64 FOOT SIGNAL AT SCOUT IS VISIBLE AT 77 FEET.
 JD2712'
 JD2712'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 JD2712
 JD2712                          STATION RECOVERY (1965)
 JD2712
 JD2712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JD2712'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 JD2712'NO. 2 (B.M. USGS) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JD2712'THE AZIMUTH MARK WAS RECOVERED AND HAS BEEN HIT BY ROAD
 JD2712'MACHINERY AND IS LEANING.
 JD2712'
 JD2712'THE AZIMUTH MARK COULD NOT BE REPLACED AT THIS TIME BECAUSE
 JD2712'NO OBJECTS WERE VISIBLE FROM THE GROUND.
 JD2712'
 JD2712'THE 1948 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JD2712'
 JD2712'NOTE- A METAL WITNESS POST WAS SET 1.5 FEET WEST OF THE STATION
 JD2712'MARK.
 JD2712
 JD2712                          STATION RECOVERY (1989)
 JD2712
 JD2712'RECOVERY NOTE BY US POWER SQUADRON 1989 (WEK)
 JD2712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1009 ***********************************************************************
 HC1009  DESIGNATION -  BEAR
 HC1009  PID         -  HC1009
 HC1009  STATE/COUNTY-  MO/REYNOLDS
 HC1009  USGS QUAD   -  ELLINGTON SE (1968)
 HC1009
 HC1009                         *CURRENT SURVEY CONTROL
 HC1009  ___________________________________________________________________
 HC1009* NAD 83(1997)-  37 03 16.77196(N)    090 47 22.41838(W)     ADJUSTED  
 HC1009* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 HC1009  ___________________________________________________________________
 HC1009  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 HC1009  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HC1009
 HC1009  HORZ ORDER  -  SECOND
 HC1009
 HC1009.The horizontal coordinates were established by classical geodetic methods
 HC1009.and adjusted by the National Geodetic Survey in February 2000..
 HC1009
 HC1009.The orthometric height was scaled from a topographic map.
 HC1009
 HC1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1009
 HC1009.The geoid height was determined by GEOID03.
 HC1009
 HC1009;                    North         East     Units Scale Factor Converg.
 HC1009;SPC MO E     -   135,557.335   224,245.869   MT  0.99994150   -0 10 28.1
 HC1009;UTM  15      - 4,103,221.127   696,548.804   MT  1.00007592   +1 19 56.6
 HC1009
 HC1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1009!SPC MO E     -   0.99995773  x   0.99994150  =   0.99989923
 HC1009!UTM  15      -   0.99995773  x   1.00007592  =   1.00003364
 HC1009
 HC1009:                Primary Azimuth Mark                     Grid Az
 HC1009:SPC MO E     -  CLEARWATER DAM WATER TANK                008 29 45.6
 HC1009:UTM  15      -  CLEARWATER DAM WATER TANK                006 59 20.9
 HC1009
 HC1009|---------------------------------------------------------------------|
 HC1009| PID    Reference Object                     Distance      Geod. Az  |
 HC1009|                                                           dddmmss.s |
 HC1009| HC1006 CLEARWATER DAM WATER TANK           APPROX. 8.7 KM 0081917.5 |
 HC1009| HC1010 LEEPER                              APPROX. 3.6 KM 0144726.8 |
 HC1009| HC1005 PIEDMONT BROWN SHOE CO TANK         APPROX.15.1 KM 0360546.2 |
 HC1009| CI2940 BEAR RM 1                            17.213 METERS 09130     |
 HC1009| CI2941 BEAR RM 2                            32.114 METERS 33808     |
 HC1009|---------------------------------------------------------------------|
 HC1009
 HC1009                          SUPERSEDED SURVEY CONTROL
 HC1009
 HC1009  NAD 83(1986)-  37 03 16.78318(N)    090 47 22.41692(W) AD(       ) 2
 HC1009  NAD 27      -  37 03 16.59870(N)    090 47 21.98040(W) AD(       ) 2
 HC1009
 HC1009.Superseded values are not recommended for survey control.
 HC1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1009.See file dsdata.txt to determine how the superseded data were derived.
 HC1009
 HC1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB9654903221(NAD 83)
 HC1009_MARKER: DS = TRIANGULATION STATION DISK
 HC1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1009
 HC1009  HISTORY     - Date     Condition        Report By
 HC1009  HISTORY     - 1962     MONUMENTED       CGS
 HC1009
 HC1009                          STATION DESCRIPTION
 HC1009
 HC1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1009'NO MEASUREMENT BETWEEN REFERENCE MARKS, TREES ON LINE.
 HC1009'
 HC1009'LOCATED ABOUT 9-1/2 MILES SOUTHWEST OF PIEDMONT, 9 MILES
 HC1009'NORTHWEST OF ELLSINORE, IN THE SW 1/4 OF SEC. 36, T-28-N, R-2-E,
 HC1009'ON WHAT IS LOCALLY KNOWN AS BIG BEAR MOUNTAIN, AND ON THE
 HC1009'PROPERTY OF MR. DON MC GEE.  IT IS 36 FEET SOUTHWEST OF AN 11
 HC1009'INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE, 13
 HC1009'FEET WEST OF A 10 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 HC1009'EAST SIDE, 12 FEET NORTHEAST OF A WITNESS POST AND ON THE
 HC1009'HIGHEST POINT OF THE HILL.  THE MONUMENT PROJECTS 6 INCHES AND
 HC1009'THE DISK IS STAMPED BEAR 1962.
 HC1009'
 HC1009'REFERENCE MARK 1 IS 3 FEET SOUTHEAST OF A 10 INCH OAK TREE WITH
 HC1009'A TRIANGULAR BLAZE ON THE EAST SIDE.  THE BEDROCK PROJECTS 6
 HC1009'INCHES AND THE DISK IS STAMPED BEAR NO 1 1962.
 HC1009'
 HC1009'REFERENCE MARK 2 IS 117 FEET NORTHWEST OF THE WITNESS POST
 HC1009'AND 25 FEET WEST OF A 16 INCH OAK TREE.  THE BEDROCK PROJECTS
 HC1009'2 FEET AND THE DISK IS STAMPED BEAR NO 2 1962.
 HC1009'
 HC1009'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34
 HC1009'AND COUNTY ROAD H AT THE SOUTH EDGE OF PIEDMONT, GO SOUTH
 HC1009'AND WEST ON HIGHWAY 34 FOR 5.75 MILES TO THE JUNCTION OF COUNTY
 HC1009'ROAD J.  CONTINUE WEST ON HIGHWAY 34 FOR 2.15 MILES TO THE
 HC1009'JUNCTION OF COUNTY ROAD KK.  TURN LEFT AND GO SOUTH ON ROAD KK
 HC1009'FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE
 HC1009'GRAVELED ROAD FOR 0.2 MILE TO A ROAD FORK.  TAKE THE RIGHT
 HC1009'FORK AND CONTINUE WEST ON THE GRAVELED ROAD FOR 1.2 MILES
 HC1009'TO A HOUSE ON THE LEFT AND A GATE LEADING SOUTH AND UPHILL
 HC1009'JUST WEST OF THE HOUSE.  TURN LEFT PASSING THROUGH THE GATE AND
 HC1009'GO SOUTH AND UPHILL FOR 0.3 MILE TO A GATE.  PASS THROUGH THE
 HC1009'GATE AND CONTINUE SOUTHERLY ON THE WOODS ROAD FOR 0.6
 HC1009'MILE TO A T-ROAD.  TURN LEFT ON THE WOODS ROAD AND CONTINUE
 HC1009'SOUTHERLY FOR 1.0 MILE TO THE HIGHEST POINT OF THE HILL
 HC1009'AND THE STATION.
 HC1009'
 HC1009'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1463 ***********************************************************************
 JC1463  DESIGNATION -  BEAUFORT
 JC1463  PID         -  JC1463
 JC1463  STATE/COUNTY-  MO/FRANKLIN
 JC1463  USGS QUAD   -  LESLIE (1980)
 JC1463
 JC1463                         *CURRENT SURVEY CONTROL
 JC1463  ___________________________________________________________________
 JC1463* NAD 83(1997)-  38 23 59.58428(N)    091 07 47.63809(W)     ADJUSTED  
 JC1463* NAVD 88     -       269.84   (+/-2cm)     885.3    (feet)  VERTCON   
 JC1463  ___________________________________________________________________
 JC1463  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 JC1463  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JC1463
 JC1463  HORZ ORDER  -  SECOND
 JC1463  VERT ORDER  -  THIRD ? (See Below)
 JC1463
 JC1463.The horizontal coordinates were established by classical geodetic methods
 JC1463.and adjusted by the National Geodetic Survey in February 2000..
 JC1463
 JC1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1463.The vertical order pertains to the NGVD 29 superseded value.
 JC1463
 JC1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1463
 JC1463.The geoid height was determined by GEOID03.
 JC1463
 JC1463;                    North         East     Units Scale Factor Converg.
 JC1463;SPC MO E     -   285,004.422   194,979.565   MT  0.99997060   -0 23 28.6
 JC1463;UTM  15      - 4,251,840.252   663,300.948   MT  0.99992842   +1 09 42.7
 JC1463
 JC1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1463!SPC MO E     -   0.99996250  x   0.99997060  =   0.99993310
 JC1463!UTM  15      -   0.99996250  x   0.99992842  =   0.99989093
 JC1463
 JC1463:                Primary Azimuth Mark                     Grid Az
 JC1463:SPC MO E     -  BEAUFORT AZ MK                           010 32 47.2
 JC1463:UTM  15      -  BEAUFORT AZ MK                           008 59 35.9
 JC1463
 JC1463|---------------------------------------------------------------------|
 JC1463| PID    Reference Object                     Distance      Geod. Az  |
 JC1463|                                                           dddmmss.s |
 JC1463| CN5636 BEAUFORT AZ MK                                     0100918.6 |
 JC1463| JC1464 TT 988 ERA                           34.900 METERS 05049     |
 JC1463| JC1457 NEIR ST JOSEPHS CATHOLIC CH         APPROX. 2.2 KM 1200748.6 |
 JC1463| JC1465 BEAUFORT LOOKOUT TOWER               21.613 METERS 30508     |
 JC1463| CN5637 BEAUFORT RM 1                        21.275 METERS 31750     |
 JC1463|---------------------------------------------------------------------|
 JC1463
 JC1463                          SUPERSEDED SURVEY CONTROL
 JC1463
 JC1463  NAD 83(1997)-  38 23 59.58994(N)    091 07 47.63844(W) AD(       ) 2
 JC1463  NAD 83(1986)-  38 23 59.60245(N)    091 07 47.63761(W) AD(       ) 2
 JC1463  NAD 27      -  38 23 59.41900(N)    091 07 47.10600(W) AD(       ) 2
 JC1463  NGVD 29 (07/19/86)  269.86   (m)          885.4    (f) LEVELING    3  
 JC1463
 JC1463.Superseded values are not recommended for survey control.
 JC1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1463.See file dsdata.txt to determine how the superseded data were derived.
 JC1463
 JC1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6330151840(NAD 83)
 JC1463_MARKER: DS = TRIANGULATION STATION DISK
 JC1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1463+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 JC1463
 JC1463  HISTORY     - Date     Condition        Report By
 JC1463  HISTORY     - 1956     MONUMENTED       CGS
 JC1463  HISTORY     - 20020612 GOOD             MODNR
 JC1463
 JC1463                          STATION DESCRIPTION
 JC1463
 JC1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1463'THE STATION IS LOCATED AIRLINE, ABOUT 3-1/2 MILES EAST-SOUTHEAST
 JC1463'OF BEAUFORT, ABOUT 7-1/2 MILES SOUTHWEST OF UNION AND ABOUT 1-1/2
 JC1463'MILES SOUTH OF US HIGHWAY 50 AT THE BEAUFORT FIRE LOOKOUT TOWER.
 JC1463'
 JC1463'THE STATION IS A STANDARD DISK STAMPED BEAUFORT 1956 SET IN TOP
 JC1463'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 JC1463'INCHES ABOVE THE GROUND.  IT IS 75 FEET SOUTH OF THE CENTER LINE
 JC1463'OF THE DRIVEWAY LEADING TO THE FIRE LOOKOUT TOWER, 42 FEET WEST
 JC1463'OF THE CENTER LINE OF A GRAVELED ROAD AND 23 FEET WEST OF A
 JC1463'WHITE WITNESS POST.
 JC1463'
 JC1463'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BEAUFORT
 JC1463'NO 1 1956 SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE
 JC1463'NORTHEAST LEG OF THE FIRE LOOKOUT TOWER WHICH PROJECTS ABOUT
 JC1463'10 INCHES ABOVE THE GROUND AND IS ABOUT 8 INCHES HIGHER THAN
 JC1463'THE STATION.
 JC1463'
 JC1463'USGS BM TT988 ERA IS A STANDARD USGS BM DISK STAMPED TT988 ERA
 JC1463'1935 SET IN TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 JC1463'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT 2 FEET
 JC1463'HIGHER THAN THE STATION.  IT IS 20 FEET EAST OF THE CENTER LINE
 JC1463'OF THE JUNCTION OF THE DRIVEWAY WHICH LEADS TO THE FIRE LOOKOUT
 JC1463'TOWER AND THE GRAVELED ROAD.
 JC1463'
 JC1463'THE BEAUFORT FIRE LOOKOUT TOWER IS AN 8-FOOT SQUARE METAL
 JC1463'BUILDING SET ON TOP OF A STEEL CONSTRUCTED TOWER WHICH HAS A
 JC1463'20-FOOT SQUARE BASE AND IS ABOUT 100 FEET HIGH.  THE CENTER OF
 JC1463'THE TOWER WAS THE POINT OF INTERSECTION.
 JC1463'
 JC1463'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEAUFORT 1956 SET IN
 JC1463'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JC1463'2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A NORTH-SOUTH
 JC1463'FENCE LINE AND 25 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 JC1463'ROAD.
 JC1463'
 JC1463'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 50 AND
 JC1463'STATE HIGHWAY 47 IN UNION, GO WESTERLY ON US HIGHWAY 50 FOR
 JC1463'5.6 MILES TO COUNTY ROAD EE, TURN LEFT OFF THE HIGHWAY AND GO
 JC1463'SOUTH ON THE GRAVELED ROAD FOR 0.8 MILE, TAKE THE RIGHT FORK
 JC1463'AND GO SOUTHERLY ON THE GRAVELED ROAD FOR 2.3 MILES TO THE
 JC1463'AZIMUTH MARK ON THE LEFT, EAST SIDE, CONTINUE SOUTH ON THE
 JC1463'GRAVELED ROAD FOR 0.3 MILE TO THE BEAUFORT FIRE LOOKOUT TOWER
 JC1463'ON THE RIGHT, WEST SIDE, A WHITE WITNESS POST AND THE STATION.
 JC1463
 JC1463                          STATION RECOVERY (2002)
 JC1463
 JC1463'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 JC1463'THE LOOKOUT TOWER HAS BEEN REMOVED. THE STATION IS IN THE LAWN OF A
 JC1463'HOUSE AT EE9290 ROUTE EE. IT IS 92 FT.SOUTH OF THE DRIVE INTO THE
 JC1463'HOUSE AND 44 FT. EAST OF THE CENTER OF ROUTE EE. THE STATION IS
 JC1463'LOCATED JUST PAST THE INTERSECTION OF ROUTE EE AND NEIER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1070 ***********************************************************************
 GE1070  DESIGNATION -  BEAVER
 GE1070  PID         -  GE1070
 GE1070  STATE/COUNTY-  MO/BUTLER
 GE1070  USGS QUAD   -  STRINGTOWN (1980)
 GE1070
 GE1070                         *CURRENT SURVEY CONTROL
 GE1070  ___________________________________________________________________
 GE1070* NAD 83(1997)-  36 48 33.76193(N)    090 36 06.22648(W)     ADJUSTED  
 GE1070* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 GE1070  ___________________________________________________________________
 GE1070  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 GE1070  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GE1070
 GE1070  HORZ ORDER  -  THIRD
 GE1070
 GE1070.The horizontal coordinates were established by classical geodetic methods
 GE1070.and adjusted by the National Geodetic Survey in February 2000..
 GE1070
 GE1070.The orthometric height was scaled from a topographic map.
 GE1070
 GE1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1070
 GE1070.The geoid height was determined by GEOID03.
 GE1070
 GE1070;                    North         East     Units Scale Factor Converg.
 GE1070;SPC MO E     -   108,304.417   240,922.930   MT  0.99993435   -0 03 39.4
 GE1070;UTM  15      - 4,076,410.030   713,937.952   MT  1.00016389   +1 26 14.9
 GE1070
 GE1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1070!SPC MO E     -   0.99997448  x   0.99993435  =   0.99990883
 GE1070!UTM  15      -   0.99997448  x   1.00016389  =   1.00013837
 GE1070
 GE1070|---------------------------------------------------------------------|
 GE1070| PID    Reference Object                     Distance      Geod. Az  |
 GE1070|                                                           dddmmss.s |
 GE1070| CI2950 BEAVER RM 3                                        21609     |
 GE1070| CI2948 BEAVER RM 1                          25.977 METERS 24056     |
 GE1070| GE1069 BEAVER LOOKOUT TOWER                 11.640 METERS 27758     |
 GE1070| GE1073 HIGHWAY 60 LOOKOUT TOWER            APPROX. 9.1 KM 3121836.8 |
 GE1070| GE1068 BREEZE                              APPROX. 8.5 KM 3460338.6 |
 GE1070| CI2949 BEAVER RM 2                          25.115 METERS 35502     |
 GE1070|---------------------------------------------------------------------|
 GE1070
 GE1070                          SUPERSEDED SURVEY CONTROL
 GE1070
 GE1070  NAD 83(1997)-  36 48 33.76674(N)    090 36 06.22825(W) AD(       ) 3
 GE1070  NAD 83(1997)-  36 48 33.76915(N)    090 36 06.22733(W) AD(       ) 3
 GE1070  NAD 83(1986)-  36 48 33.77206(N)    090 36 06.22641(W) AD(       ) 3
 GE1070  NAD 27      -  36 48 33.57740(N)    090 36 05.80310(W) AD(       ) 3
 GE1070
 GE1070.Superseded values are not recommended for survey control.
 GE1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1070.See file dsdata.txt to determine how the superseded data were derived.
 GE1070
 GE1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1393876410(NAD 83)
 GE1070_MARKER: DS = TRIANGULATION STATION DISK
 GE1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1070+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 GE1070
 GE1070  HISTORY     - Date     Condition        Report By
 GE1070  HISTORY     - 1963     MONUMENTED       CGS
 GE1070  HISTORY     - 20040405 GOOD             MODNR
 GE1070
 GE1070                          STATION DESCRIPTION
 GE1070
 GE1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE1070'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF POPLAR
 GE1070'BLUFF, 12 MILES SOUTHEAST OF ELLSINORE, IN THE SOUTHWEST
 GE1070'1/4 OF SECTION 14, T 25 N, R 4 E.  AND ON THE PROPERTY OF
 GE1070'CLARK NATIONAL FOREST.  IT IS 13 FEET EAST OF THE CENTERLINE
 GE1070'OF A DIM TRACK ROAD, 24 FEET SOUTH OF A 14 INCH OAK TREE,
 GE1070'27 FEET EAST OF THE SOUTHEAST LEG OF A LOOKOUT TOWER AND
 GE1070'41 FEET NORTH OF THE CENTERLINE OF A CIRCULAR DRIVEWAY.  THE
 GE1070'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BEAVER
 GE1070'1962.
 GE1070'
 GE1070'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 67 ABOUT
 GE1070'8 MILES NORTHWEST OF POPLAR BLUFF, GO WESTERLY ON U.S. HIGHWAY
 GE1070'60 FOR 4.95 MILES TO A SIDE ROAD LEFT (COUNTY ROAD PP).  TURN
 GE1070'LEFT AND GO SOUTHERLY ON COUNTY ROAD PP FOR 5.0 MILES TO
 GE1070'A CROSSROAD (COUNTY ROAD TT).  TURN RIGHT AND GO SOUTHWESTERLY
 GE1070'ON COUNTY ROAD TT FOR 2.25 MILES TO A SIDE ROAD RIGHT.  TURN
 GE1070'RIGHT AND GO WESTERLY ON A GRAVELED ROAD FOR 0.55 MILE TO
 GE1070'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST AND WEST
 GE1070'ON A GRAVELED ROAD FOR 2.65 MILES TO A SIDE ROAD RIGHT.  TURN
 GE1070'RIGHT AND GO NORTHWEST AND NORTH ON A GRAVELED ROAD FOR 0.65
 GE1070'MILE TO REFERENCE MARK 3 ON THE LEFT.  CONTINUE NORTHEAST
 GE1070'ON THE GRAVELED ROAD FOR 0.05 MILE TO THE BEAVER LOOKOUT
 GE1070'TOWER AND THE STATION.
 GE1070'
 GE1070'REFERENCE MARK 1 IS 19 FEET NORTHWEST OF THE CENTERLINE OF
 GE1070'A GRAVELED ROAD AND 44 FEET SOUTHWEST OF THE SOUTHWEST LEG
 GE1070'OF THE LOOKOUT TOWER.  THE MONUMENT PROJECTS 6 INCHES AND
 GE1070'THE DISK IS STAMPED BEAVER NO 1 1962.
 GE1070'
 GE1070'REFERENCE MARK 2 IS 6 FEET SOUTHWEST OF A 12 INCH OAK TREE,
 GE1070'8 FEET EAST OF THE CENTERLINE OF A DIM TRACK ROAD AND 69
 GE1070'FEET NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.
 GE1070'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BEAVER
 GE1070'NO 2 1962.
 GE1070'
 GE1070'REFERENCE MARK 3 IS 2 FEET SOUTH OF A WITNESS POST, 12 FEET
 GE1070'SOUTH OF A 14 INCH OAK TREE AND 17 FEET NORTHWEST OF THE
 GE1070'CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT PROJECTS 6
 GE1070'INCHES AND THE DISK IS STAMPED BEAVER NO 3 1962.
 GE1070'
 GE1070'NOTE- THE STATION WAS BUILT IN 1962 BUT WAS NOT OCCUPIED
 GE1070'UNTIL 1963.
 GE1070'
 GE1070'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GE1070
 GE1070                          STATION RECOVERY (2004)
 GE1070
 GE1070'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 GE1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1069 ***********************************************************************
 GE1069  DESIGNATION -  BEAVER LOOKOUT TOWER
 GE1069  PID         -  GE1069
 GE1069  STATE/COUNTY-  MO/BUTLER
 GE1069  USGS QUAD   -  STRINGTOWN (1980)
 GE1069
 GE1069                         *CURRENT SURVEY CONTROL
 GE1069  ___________________________________________________________________
 GE1069* NAD 83(1997)-  36 48 33.81422(N)    090 36 06.69156(W)     ADJUSTED  
 GE1069* NAVD 88     -                                                        
 GE1069  ___________________________________________________________________
 GE1069  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 GE1069  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GE1069
 GE1069  HORZ ORDER  -  THIRD
 GE1069
 GE1069.The horizontal coordinates were established by classical geodetic methods
 GE1069.and adjusted by the National Geodetic Survey in February 2000..
 GE1069
 GE1069
 GE1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1069
 GE1069.The geoid height was determined by GEOID03.
 GE1069
 GE1069;                    North         East     Units Scale Factor Converg.
 GE1069;SPC MO E     -   108,306.041   240,911.404   MT  0.99993435   -0 03 39.7
 GE1069;UTM  15      - 4,076,411.353   713,926.385   MT  1.00016383   +1 26 14.7
 GE1069
 GE1069                          SUPERSEDED SURVEY CONTROL
 GE1069
 GE1069  NAD 83(1997)-  36 48 33.81903(N)    090 36 06.69333(W) AD(       ) 4
 GE1069  NAD 83(1997)-  36 48 33.82144(N)    090 36 06.69241(W) AD(       ) 4
 GE1069  NAD 83(1986)-  36 48 33.82435(N)    090 36 06.69149(W) AD(       ) 4
 GE1069  NAD 27      -  36 48 33.63000(N)    090 36 06.26800(W) AD(       ) 3
 GE1069
 GE1069.Superseded values are not recommended for survey control.
 GE1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1069.See file dsdata.txt to determine how the superseded data were derived.
 GE1069
 GE1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1392676411(NAD 83)
 GE1069_MARKER: 57 = LOOKOUT TOWER
 GE1069
 GE1069  HISTORY     - Date     Condition        Report By
 GE1069  HISTORY     - 1963     FIRST OBSERVED   CGS
 GE1069
 GE1069                          STATION DESCRIPTION
 GE1069
 GE1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE1069'THE STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT IS
 GE1069'A 4 LEGGED STEEL STRUCTURE WITH AN ENCLOSED OBSERVATION ROOM
 GE1069'AT THE TOP.  IT IS OWNED BY THE U.S. GOVERNMENT.  IT IS
 GE1069'PAINTED ALUMINUM AND THE OVERALL HEIGHT IS ABOUT 110 FEET.
 GE1069'
 GE1069'LOCATED ABOUT 12 MILES NORTHWEST OF POPLAR BLUFF, 12 MILES
 GE1069'SOUTHEAST OF ELLSINORE, IN THE SOUTHWEST 1/4 OF SECTION 14,
 GE1069'T 25 N, R 4 E, AND ON THE PROPERTY OF CLARK NATIONAL FOREST.
 GE1069'
 GE1069'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 67 ABOUT
 GE1069'8 MILES NORTHWEST OF POPLAR BLUFF, GO WESTERLY ON U.S. HIGHWAY
 GE1069'60 FOR 4.95 MILES TO A SIDE ROAD LEFT (COUNTY ROAD PP).
 GE1069'TURN LEFT AND GO SOUTHERLY ON COUTNY ROAD PP FOR 5.0 MILES TO
 GE1069'A CROSSROAD (COUNTY ROAD TT).  TURN RIGHT AND GO SOUTHWESTERLY
 GE1069'ON COUNTY ROAD TT FOR 2.25 MILES TO A SIDE ROAD RIGHT.  TURN
 GE1069'RIGHT AND GO WESTERLY ON A GRAVELED ROAD FOR 0.55 MILE TO A SIDE
 GE1069'ROAD RIGHT AND GO NORTHWEST AND WEST ON A GRAVELED ROAD FOR
 GE1069'2.65 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 GE1069'NORTHWEST AND NORTH ON A GRAVELED ROAD FOR 0.7 MILE TO
 GE1069'THE TOWER.
 GE1069'
 GE1069'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GE1069'BEAVER AND THE DISTANCE IS 38.2 FEET AND 11.64 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0890 ***********************************************************************
 HC0890  DESIGNATION -  BEAVER RESET
 HC0890  PID         -  HC0890
 HC0890  STATE/COUNTY-  MO/PHELPS
 HC0890  USGS QUAD   -  ROLLA (1992)
 HC0890
 HC0890                         *CURRENT SURVEY CONTROL
 HC0890  ___________________________________________________________________
 HC0890* NAD 83(1997)-  37 56 43.81624(N)    091 51 28.21394(W)     ADJUSTED  
 HC0890* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 HC0890  ___________________________________________________________________
 HC0890  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 HC0890  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HC0890
 HC0890  HORZ ORDER  -  SECOND
 HC0890
 HC0890.The horizontal coordinates were established by classical geodetic methods
 HC0890.and adjusted by the National Geodetic Survey in February 2000..
 HC0890
 HC0890.The orthometric height was scaled from a topographic map.
 HC0890
 HC0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0890
 HC0890.The geoid height was determined by GEOID03.
 HC0890
 HC0890;                    North         East     Units Scale Factor Converg.
 HC0890;SPC MO C     -   234,578.348   556,440.979   MT  0.99997255   +0 23 41.6
 HC0890;UTM  15      - 4,200,383.778   600,354.640   MT  0.99972404   +0 42 08.6
 HC0890
 HC0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0890!SPC MO C     -   0.99995681  x   0.99997255  =   0.99992936
 HC0890!UTM  15      -   0.99995681  x   0.99972404  =   0.99968086
 HC0890
 HC0890:                Primary Azimuth Mark                     Grid Az
 HC0890:SPC MO C     -  ROLLA SCH OF MINES PWRHSE STK            082 25 38.3
 HC0890:UTM  15      -  ROLLA SCH OF MINES PWRHSE STK            082 07 11.3
 HC0890
 HC0890|---------------------------------------------------------------------|
 HC0890| PID    Reference Object                     Distance      Geod. Az  |
 HC0890|                                                           dddmmss.s |
 HC0890| HC0892 ROLLA SCH OF MINES PWRHSE STK       APPROX. 7.4 KM 0824919.9 |
 HC0890| CN5639 BEAVER RM 1                          31.193 METERS 11216     |
 HC0890| CN5638 BEAVER AZ MK                                       1211631.0 |
 HC0890| CN5640 BEAVER RM 2                          28.173 METERS 17714     |
 HC0890|---------------------------------------------------------------------|
 HC0890
 HC0890                          SUPERSEDED SURVEY CONTROL
 HC0890
 HC0890  NAD 83(1986)-  37 56 43.83118(N)    091 51 28.21000(W) AD(       ) 2
 HC0890  NAD 27      -  37 56 43.68500(N)    091 51 27.62800(W) AD(       ) 2
 HC0890
 HC0890.Superseded values are not recommended for survey control.
 HC0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0890.See file dsdata.txt to determine how the superseded data were derived.
 HC0890
 HC0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC0035500384(NAD 83)
 HC0890_MARKER: DD = SURVEY DISK
 HC0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0890
 HC0890  HISTORY     - Date     Condition        Report By
 HC0890  HISTORY     - 1946     MONUMENTED       CGS
 HC0890  HISTORY     - 1964     MARK NOT FOUND   USGS
 HC0890  HISTORY     - 1967     POOR             CGS
 HC0890  HISTORY     - 1969     MARK NOT FOUND   CGS
 HC0890  HISTORY     - 1973     GOOD             NGS
 HC0890
 HC0890                          STATION DESCRIPTION
 HC0890
 HC0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HC0890'THE STATION IS LOCATED ABOUT 5 MILES WEST OF ROLLA AND ABOUT
 HC0890'1-1/2 MILES NORTHWEST OF LITTLE BEAVER CREEK.  IT IS IN THE N.W.
 HC0890'1/4 OF SEC. 7, T. 37 N., R. 8 W., ON THE SOUTH SIDE OF U.S.
 HC0890'HIGHWAY 66, AT THE EDGE OF A PHILLIPS GAS STATION WITH TWO
 HC0890'BULK TANKS, 78 FEET EAST OF THE EAST BULK TANK, 53 FEET SOUTH OF
 HC0890'THE CENTERLINE OF U.S. HIGHWAY 66 AND 22 FEET SOUTH OF A
 HC0890'WITNESS POST.  THE MARK IS FLUSH WITH GROUND AND THE DISK IS
 HC0890'STAMPED BEAVER 1946.
 HC0890'
 HC0890'REFERENCE MARK NO. 1 IS 102.34 FEET EAST-NORTHEAST OF THE
 HC0890'STATION, 32 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 66,
 HC0890'12 FEET NORTHEAST OF EAST GATE POST AND 1 FOOT WEST OF A
 HC0890'CORNER POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HC0890'BEAVER NO 1 1946.
 HC0890'
 HC0890'REFERENCE MARK NO. 2 IS 92.43 FEET SOUTH-SOUTHEAST OF THE STATION,
 HC0890'1 FOOT WEST OF A NORTH AND SOUTH FENCE.  THE MARK PROJECTS 4
 HC0890'INCHES AND THE DISK IS STAMPED BEAVER NO 2 1946.
 HC0890'
 HC0890'THE AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF THE STATION, 71
 HC0890'FEET EAST OF A TELEPHONE POLE, 31 FEET NORTH OF THE CENTERLINE
 HC0890'OF U.S. HIGHWAY NO. 66, 10 FEET SOUTHWEST OF A FENCE CORNER
 HC0890'AND 3 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 HC0890'AND THE DISK IS STAMPED BEAVER 1946.
 HC0890'
 HC0890'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND U.S. HIGHWAY
 HC0890'63 AT THE WEST SIDE OF ROLLA, GO WESTERLY ON U.S. HIGHWAY 66
 HC0890'FOR 4.95 MILES TO AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 HC0890'AHEAD FOR 0.25 MILE TO PHILLIPS SERVICE STATION ON THE LEFT
 HC0890'AND STATION.
 HC0890'
 HC0890'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 HC0890
 HC0890                          STATION RECOVERY (1964)
 HC0890
 HC0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HC0890'STATION AND R.M. 1 AND 2 WERE FOUND DESTROYED.
 HC0890
 HC0890                          STATION RECOVERY (1967)
 HC0890
 HC0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HC0890'THE SURFACE STATION MARK AND RM 1 WERE FOUND LYING ON TOP
 HC0890'OF THE GROUND NEAR THE ORIGINAL SITE OF THE STATION.  THE TOP
 HC0890'OF THE HILL WAS REMOVED AND A NEW BUILDING ERECTED NEAR THE
 HC0890'STATION SITE.  THE UNDERGROUND MARK MAY HAVE BEEN DESTROYED BUT
 HC0890'THERE IS NOT ENOUGH MEASUREMENTS TO DETERMINE THE EXACT
 HC0890'LOCATION.  RM 2 WAS REPORTED DESTROYED.  THE AZIMUTH MARK WAS
 HC0890'NOT RECOVERED BUT MAY STILL BE IN PLACE.
 HC0890
 HC0890                          STATION RECOVERY (1969)
 HC0890
 HC0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HC0890'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 HC0890'WERE SEARCHED FOR BUT NOT FOUND.  IT WAS ASSUMED THE MARKS WERE
 HC0890'DESTROYED BY GRADING OPERATION FOR A NEW SHELL SERVICE STATION
 HC0890'AND CURIO SHOP TOTEM POLE.  CONSIDERABLE TIME WAS SPENT PRODDING
 HC0890'FOR THE STATION UNDERGROUND MARK BUT THE MARK WAS NOT RECOVERED,
 HC0890'IT IS POSSIBLE THE MARK COULD STILL BE IN PLACE.  THE AZIMUTH
 HC0890'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 HC0890'
 HC0890'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND
 HC0890'INTERSTATE 44 AND U.S. HIGHWAY 66 AT THE NORTH SIDE OF ROLLA, GO
 HC0890'WEST ON INTERSTATE 44 AND U.S. HIGHWAY 66 FOR 5.65 MILE TO A SIDE
 HC0890'ROAD ON THE RIGHT (OLD U.S. HIGHWAY 66).  TURN RIGHT AND GO
 HC0890'WESTERLY ON OLD HIGHWAY FOR 0.1 MILE TO THE CURIO SHOP AND THE
 HC0890'STATION SITE ON THE LEFT.
 HC0890'
 HC0890'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 HC0890'5 MILES WEST OF ROLLA.
 HC0890
 HC0890                          STATION RECOVERY (1973)
 HC0890
 HC0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HC0890'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.
 HC0890'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE SEARCHED
 HC0890'FOR AND ARE BELIEVED TO BE DESTROYED.  THE UNDERGROUND STATION
 HC0890'MARK WAS LOWERED AND A SURFACE STATION MARK WAS SET DIRECTLY
 HC0890'ABOVE THE UNDERGROUND MARK AND REFERENCE MARK 3 AND 4 WERE
 HC0890'ESTABLISHED THIS DATE.  THERE ARE NO TIE LINES VISIBLE AT THIS
 HC0890'DATE TO ESTABLISH A NEW AZIMUTH MARK.
 HC0890'
 HC0890'FOLLOWING IS A NEW COMPLETE DESCRIPTION-
 HC0890'
 HC0890'THE STATION IS LOCATED ABOUT 5 MILES WEST OF ROLLA AND ABOUT
 HC0890'1-1/2 MILES NORTHWEST OF LITTLE BEAVER CREEK.  IT IS IN THE
 HC0890'NORTHWEST QUARTER OF SECTION 7, T 37 N, R 8 W, AND ON THE
 HC0890'NORTH SIDE OF A SHELL SERVICE STATION AND TOTEM POLE BUSINESS
 HC0890'BUILDING, ON PROPERTY OWNED BY MR. RALPH JONES OF ROLLA,
 HC0890'MISSOURI.
 HC0890'
 HC0890'TO REACH THE STATION FROM THE WEST ENTERCHANGE AT WEST EDGE OF
 HC0890'ROLLA, MARTIN SPRING DRIVE, INTERSTATE 44 AND US HIGHWAY 66
 HC0890'AND U.S. HIGHWAY 63 SOUTH AND AT A HOWARD JOHNSON AT THE
 HC0890'INTERSECTION, GO WESTERLY ON INTERSTATE HIGHWAY 44 AND U.S.
 HC0890'HIGHWAY 66 FOR 3.85 MILES TO A ROAD RIGHT JUST BEFORE REACHING
 HC0890'THE SHELL SERVICE STATION AND TOTEM POLE BUILDING, BEAR RIGHT
 HC0890'AND GO NORTHWEST ON A PAVED ROAD FOR 0.1 MILE TO THE NORTH SIDE
 HC0890'OF THE BUILDING AND THE STATION AS DESCRIBED.
 HC0890'
 HC0890'THE STATION MARKS ARE STANDARD DISKS STAMPED BEAVER 1946 1973.
 HC0890'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 HC0890'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 HC0890'IS 53.6 FEET SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 28.5 FEET
 HC0890'SOUTHWEST OF A POWER POLE WITH TRANSFORMER NEAR TOP, 28 FEET
 HC0890'SOUTHWEST OF A METAL WITNESS POST, 20.6 FEET NORTHEAST OF
 HC0890'THE NORTHWEST CORNER OF THE CONCRETE BLOCK BUILDING AND 3
 HC0890'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE BLOCK WALL
 HC0890'4 FEET BY 4 FEET AND PROJECTS 18 INCHES FOR A WELL COVER.
 HC0890'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HC0890'2-1/2 FEET BELOW THE GROUND SURFACE.
 HC0890'
 HC0890'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEAVER 1946 NO 3
 HC0890'1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 HC0890'WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 HC0890'PIPE AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 30.6
 HC0890'FEET NORTH-NORTHEAST OF THE CENTER OF THE PAVED ROAD, 2.6 FEET
 HC0890'NORTHWEST OF A POWER POLE AND 2.3 FEET SOUTHEAST OF A METAL
 HC0890'WITNESS POST.
 HC0890'
 HC0890'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEAVER 1946 NO 4
 HC0890'1973, CEMENTED IN A DRILL HOLE AT THE NORTHWEST CORNER OF
 HC0890'CONCRETE SLAB ATTACHED TO BUILDING, 1 FOOT EAST OF WEST EDGE, 5
 HC0890'INCHES SOUTH OF NORTH EDGE AND PROJECTS 4 INCHES ABOVE THE GROUND
 HC0890'SURFACE.
 HC0890'
 HC0890'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5
 HC0890'MILES WEST OF ROLLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1171 ***********************************************************************
 KD1171  DESIGNATION -  BEDFORD
 KD1171  PID         -  KD1171
 KD1171  STATE/COUNTY-  MO/LIVINGSTON
 KD1171  USGS QUAD   -  AVALON (1984)
 KD1171
 KD1171                         *CURRENT SURVEY CONTROL
 KD1171  ___________________________________________________________________
 KD1171* NAD 83(1997)-  39 39 31.99174(N)    093 23 27.91675(W)     ADJUSTED  
 KD1171* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 KD1171  ___________________________________________________________________
 KD1171  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 KD1171  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD1171
 KD1171  HORZ ORDER  -  THIRD
 KD1171
 KD1171.The horizontal coordinates were established by classical geodetic methods
 KD1171.and adjusted by the National Geodetic Survey in February 2000..
 KD1171
 KD1171.The orthometric height was scaled from a topographic map.
 KD1171
 KD1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1171
 KD1171.The geoid height was determined by GEOID03.
 KD1171
 KD1171;                    North         East     Units Scale Factor Converg.
 KD1171;SPC MO C     -   424,956.189   423,533.799   MT  1.00000529   -0 34 07.4
 KD1171;UTM  15      - 4,389,971.159   466,451.281   MT  0.99961386   -0 14 58.6
 KD1171
 KD1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1171!SPC MO C     -   0.99996541  x   1.00000529  =   0.99997070
 KD1171!UTM  15      -   0.99996541  x   0.99961386  =   0.99957928
 KD1171
 KD1171|---------------------------------------------------------------------|
 KD1171| PID    Reference Object                     Distance      Geod. Az  |
 KD1171|                                                           dddmmss.s |
 KD1171| CK7017 BEDFORD RM 1                         34.735 METERS 02205     |
 KD1171| KD1178 KANSAS CITY CHICAGO AWY BN 8        APPROX.14.4 KM 0380902.5 |
 KD1171| KD1170 808                                 470.477 METERS 0885213.7 |
 KD1171| CK7018 BEDFORD RM 2                         18.706 METERS 12934     |
 KD1171| KD1168 HALE                                APPROX. 9.5 KM 1394216.2 |
 KD1171|---------------------------------------------------------------------|
 KD1171
 KD1171                          SUPERSEDED SURVEY CONTROL
 KD1171
 KD1171  NAD 83(1997)-  39 39 31.99330(N)    093 23 27.91749(W) AD(       ) 3
 KD1171  NAD 83(1997)-  39 39 31.99507(N)    093 23 27.92042(W) AD(       ) 3
 KD1171  NAD 83(1986)-  39 39 31.99589(N)    093 23 27.92054(W) AD(       ) 3
 KD1171  NAD 27      -  39 39 31.92160(N)    093 23 27.16710(W) AD(       ) 3
 KD1171
 KD1171.Superseded values are not recommended for survey control.
 KD1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1171.See file dsdata.txt to determine how the superseded data were derived.
 KD1171
 KD1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6645189971(NAD 83)
 KD1171_MARKER: DS = TRIANGULATION STATION DISK
 KD1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1171
 KD1171  HISTORY     - Date     Condition        Report By
 KD1171  HISTORY     - 1948     MONUMENTED       CGS
 KD1171  HISTORY     - 1951     MARK NOT FOUND   USGS
 KD1171  HISTORY     - 1974     MARK NOT FOUND   USGS
 KD1171  HISTORY     - 1974     MARK NOT FOUND   NGS
 KD1171
 KD1171                          STATION DESCRIPTION
 KD1171
 KD1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1171'STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF BEDFORD AND
 KD1171'2.8 MILES EAST OF AVALON ON LAND OWNED BY ELMER RUNGE.  IT IS
 KD1171'NEAR THE NORTHEAST CORNER OF A FIELD, 67 FEET SOUTHWEST OF THE
 KD1171'T-INTERSECTION OF COUNTY ROUTE J AND H, 74.5 FEET SOUTH OF THE
 KD1171'CENTER OF ROUTE J AND 44.5 FEET WEST OF THE CENTER OF ROUTE H.
 KD1171'IT IS STAMPED BEDFORD 1948 AND IS FLUSH WITH THE GROUND.
 KD1171'
 KD1171'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY AND 33 FEET NORTH
 KD1171'OF THE CENTER OF ROUTE J, 1 FOOT SOUTH OF THE EAST-WEST FENCE AND
 KD1171'4 FEET WEST OF THE WEST END OF A WIRE GATE.  IT IS STAMPED BEDFORD
 KD1171'NO 1 1948 AND PROJECTS 8 INCHES.
 KD1171'
 KD1171'REFERENCE MARK NO. 2 IS AT THE EAST EDGE OF THE FIELD, 32.5 FEET
 KD1171'WEST OF THE CENTER OF ROUTE H AND 1 FOOT WEST OF THE NORTH-SOUTH
 KD1171'FENCE.  IT IS STAMPED BEDFORD NO 2 1948 AND IS FLUSH WITH THE
 KD1171'GROUND.
 KD1171'
 KD1171'THE U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED 808 WAS USED AS
 KD1171'THE AZIMUTH MARK.  IT IS NEAR THE NORTH EDGE OF A FIELD, 53.5 FEET
 KD1171'SOUTH OF AN EAST-WEST HEDGE ROW AND FENCE AND 20 FEET SOUTHEAST OF
 KD1171'A LONE ELM TREE.  THE DISK IS SET IN TOP OF A 6-INCH IRON PIPE
 KD1171'THAT IS FILLED WITH CONCRETE AND PROJECTS 5 INCHES.  A TRAVERSE
 KD1171'CONNECTION WAS MADE TO THIS MARK.
 KD1171'
 KD1171'TO REACH FROM THE VILLAGE OF AVALON, GO EAST ON COUNTY ROUTE J
 KD1171'FOR 2.85 MILES TO THE T-INTERSECTION WITH COUNTY ROUTE H AND
 KD1171'THE STATION TO THE SOUTHWEST AS DESCRIBED.
 KD1171'
 KD1171'AN 87 FOOT SIGNAL AT HALE 1928 IS VISIBLE FROM THE GROUND.
 KD1171'
 KD1171'AN 87 FOOT SIGNAL AT MOUND IS VISIBLE AT 20 FEET.
 KD1171'
 KD1171'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1171
 KD1171                          STATION RECOVERY (1951)
 KD1171
 KD1171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 KD1171'UNABLE TO RECOVER THIS POST.  SEVERAL ATTEMPTS TO DIG UP THE POST
 KD1171'WERE MADE.  NO NATIVE INFORMATION REGARDING THE RECOVERY OF
 KD1171'POST.  FIELD BEING CULTIVATED.  R.M. NO. 1 WAS RECOVERED AND IN
 KD1171'GOOD CONDITION.  AZIMUTH MARK BM 808 WAS RECOVERED AND IN GOOD
 KD1171'CONDITION.
 KD1171
 KD1171                          STATION RECOVERY (1974)
 KD1171
 KD1171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 KD1171'STA. MK., RM NO. 2 NOT FOUND.  PROBABLY DESTROYED DUE TO ROAD
 KD1171'CONST.  AZ. MK. -- USGS BM 808 NOT FOUND.
 KD1171'
 KD1171'RM NO. 1 FOUND AS DESCRIBED.
 KD1171'
 KD1171'DIRECTION AND DISTANCE--ABOUT 3 MI. SSW OF BEDFORD.
 KD1171
 KD1171                          STATION RECOVERY (1974)
 KD1171
 KD1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KD1171'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION, AN ATTEMPT WAS MADE
 KD1171'TO FIND THE STATION MARK AND THE AZIMUTH MARK BM 808, BUT UNABLE TO
 KD1171'FIND EITHER.  THE AREA OF THE STATION SITE HAD BEEN
 KD1171'UNDER-CULTIVATION, HOWEVER THE MEASUREMENT FROM REFERENCE MARK 1 SHOW
 KD1171'THE STATION TO BE ON ROAD RIGHT-OF-WAY THIS DATE AND IS IN A GRASSY
 KD1171'AREA.
 KD1171'
 KD1171'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.8 MILES
 KD1171'EAST OF AVALON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0775 ***********************************************************************
 HC0775  DESIGNATION -  BEE
 HC0775  PID         -  HC0775
 HC0775  STATE/COUNTY-  MO/REYNOLDS
 HC0775  USGS QUAD   -  CORRIDON (1985)
 HC0775
 HC0775                         *CURRENT SURVEY CONTROL
 HC0775  ___________________________________________________________________
 HC0775* NAD 83(1997)-  37 27 57.24618(N)    091 06 46.51899(W)     ADJUSTED  
 HC0775* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 HC0775  ___________________________________________________________________
 HC0775  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 HC0775  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HC0775
 HC0775  HORZ ORDER  -  THIRD
 HC0775
 HC0775.The horizontal coordinates were established by classical geodetic methods
 HC0775.and adjusted by the National Geodetic Survey in February 2000..
 HC0775
 HC0775.The orthometric height was scaled from a topographic map.
 HC0775
 HC0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0775
 HC0775.The geoid height was determined by GEOID03.
 HC0775
 HC0775;                    North         East     Units Scale Factor Converg.
 HC0775;SPC MO E     -   181,332.258   195,780.813   MT  0.99996953   -0 22 22.2
 HC0775;UTM  15      - 4,148,230.445   666,882.708   MT  0.99994306   +1 08 53.4
 HC0775
 HC0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0775!SPC MO E     -   0.99994255  x   0.99996953  =   0.99991208
 HC0775!UTM  15      -   0.99994255  x   0.99994306  =   0.99988561
 HC0775
 HC0775|---------------------------------------------------------------------|
 HC0775| PID    Reference Object                     Distance      Geod. Az  |
 HC0775|                                                           dddmmss.s |
 HC0775| CN5643 BEE RM 1                             23.104 METERS 14623     |
 HC0775| CN5644 BEE RM 2                             24.214 METERS 25111     |
 HC0775| CN5645 BEE RM 3 AZIMUTH                                   3075439.7 |
 HC0775| HC0774 JAY LOOKOUT TOWER                    17.191 METERS 32529     |
 HC0775|---------------------------------------------------------------------|
 HC0775
 HC0775                          SUPERSEDED SURVEY CONTROL
 HC0775
 HC0775  NAD 83(1986)-  37 27 57.25927(N)    091 06 46.51759(W) AD(       ) 3
 HC0775  NAD 27      -  37 27 57.09170(N)    091 06 46.05440(W) AD(       ) 3
 HC0775
 HC0775.Superseded values are not recommended for survey control.
 HC0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0775.See file dsdata.txt to determine how the superseded data were derived.
 HC0775
 HC0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB6688348230(NAD 83)
 HC0775_MARKER: DD = SURVEY DISK
 HC0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0775
 HC0775  HISTORY     - Date     Condition        Report By
 HC0775  HISTORY     - 1962     MONUMENTED       CGS
 HC0775
 HC0775                          STATION DESCRIPTION
 HC0775
 HC0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0775'THE STATION IS ABOUT 5-1/4 MILES EAST OF BUNKER, 1-1/4 MILES
 HC0775'NORTH OF BEE FORK CREEK, IN THE NORTHWEST 1/4 OF SECTION
 HC0775'13, T 32 N, R 2 W. AND ON CLARK NATIONAL FOREST LAND.  IT IS
 HC0775'4 FEET WEST OF A WITNESS POST, 13 FEET NORTH OF A 12 INCH
 HC0775'OAK TREE, 16 WEST OF A 15 INCH TRIANGULAR BLAZED OAK TREE,
 HC0775'40 FEET EAST OF THE CENTERLINE OF A TRACK ROAD AND 50 FEET
 HC0775'SOUTH OF THE SOUTHEAST LEG OF A LOOKOUT TOWER.  THE MONUMENT
 HC0775'PROJECTS 5 INCHES AND THE DISK IS STAMPED BEE 1962.
 HC0775'
 HC0775'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 72 AND COUNTY
 HC0775'ROUTE A IN BUNKER, GO EASTERLY ON HIGHWAY 72 FOR 0.6 MILE
 HC0775'TO A SIDE ROAD LEFT (COUNTY ROUTE KK).  TURN LEFT AND GO
 HC0775'NORTHEASTERLY ON COUNTY ROUTE KK FOR 5.35 MILES TO A SIDE
 HC0775'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 HC0775'0.15 MILE TO REFERENCE MARK 3 ON THE LEFT.  CONTINUE EAST ON THE
 HC0775'GRAVELED ROAD FOR 0.15 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT
 HC0775'AND GO SOUTH ON THE TRACK ROAD FOR 0.05 MILE TO THE STATION
 HC0775'ON THE LEFT.
 HC0775'
 HC0775'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 HC0775'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 18 INCHES
 HC0775'ABOVE THE GROUND.  IT IS 6 FEET NORTHWEST OF A 20 INCH OAK
 HC0775'TREE AND 62 FEET SOUTHEAST OF THE 15 INCH TRIANGULAR BLAZED
 HC0775'OAK TREE.  THE DISK IS STAMPED BEE NO 1 1962.
 HC0775'
 HC0775'REFERENCE MARK 2 IS 14 FEET NORTHEAST OF AN 8 INCH OAK TREE,
 HC0775'38 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD AND 77 FEET
 HC0775'SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.  THE
 HC0775'MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED BEE NO
 HC0775'2 1962.
 HC0775'
 HC0775'REFERENCE MARK 3 IS 2 FEET SOUTH OF A WITNESS POST, 10 FEET
 HC0775'NORTHWEST OF AN 8 INCH OAK TREE AND 22 FEET NORTH OF THE
 HC0775'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 5
 HC0775'INCHES AND THE DISK IS STAMPED BEE NO 3 1962.
 HC0775'
 HC0775'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1737 ***********************************************************************
 HB1737  DESIGNATION -  BEE BLUFF
 HB1737  PID         -  HB1737
 HB1737  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1737  USGS QUAD   -  WARE (1993)
 HB1737
 HB1737                         *CURRENT SURVEY CONTROL
 HB1737  ___________________________________________________________________
 HB1737* NAD 83(1997)-  37 26 43.46768(N)    089 27 07.61162(W)     ADJUSTED  
 HB1737* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 HB1737  ___________________________________________________________________
 HB1737  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 HB1737  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HB1737
 HB1737  HORZ ORDER  -  SECOND
 HB1737
 HB1737.The horizontal coordinates were established by classical geodetic methods
 HB1737.and adjusted by the National Geodetic Survey in February 2000..
 HB1737
 HB1737.The orthometric height was scaled from a topographic map.
 HB1737
 HB1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1737
 HB1737.The geoid height was determined by GEOID03.
 HB1737
 HB1737;                    North         East     Units Scale Factor Converg.
 HB1737;SPC MO E     -   179,397.006   342,722.351   MT  1.00003920   +0 38 13.8
 HB1737;SPC IL W     -    86,658.302   763,227.291   MT  0.99999040   +0 26 04.1
 HB1737;SPC IL W     -   284,311.45  2,504,021.54   sFT  0.99999040   +0 26 04.1
 HB1737;UTM  16      - 4,147,107.954   283,082.312   MT  1.00017963   -1 29 29.3
 HB1737
 HB1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1737!SPC MO E     -   0.99997871  x   1.00003920  =   1.00001791
 HB1737!SPC IL W     -   0.99997871  x   0.99999040  =   0.99996911
 HB1737!UTM  16      -   0.99997871  x   1.00017963  =   1.00015834
 HB1737
 HB1737                          SUPERSEDED SURVEY CONTROL
 HB1737
 HB1737  NAD 83(1997)-  37 26 43.46768(N)    089 27 07.61161(W) AD(       ) 2
 HB1737  NAD 83(1997)-  37 26 43.47531(N)    089 27 07.61478(W) AD(       ) 2
 HB1737  NAD 83(1986)-  37 26 43.47761(N)    089 27 07.61458(W) AD(       ) 2
 HB1737  NAD 27      -  37 26 43.30300(N)    089 27 07.26700(W) AD(       ) 2
 HB1737
 HB1737.Superseded values are not recommended for survey control.
 HB1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1737.See file dsdata.txt to determine how the superseded data were derived.
 HB1737
 HB1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG8308247108(NAD 83)
 HB1737_MARKER: DD = SURVEY DISK
 HB1737_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1737
 HB1737  HISTORY     - Date     Condition        Report By
 HB1737  HISTORY     - 1881     MONUMENTED       MRC
 HB1737  HISTORY     - 1931     GOOD             PAS
 HB1737  HISTORY     - 1975     GOOD             LOCENG
 HB1737  HISTORY     - 1975     GOOD             LOCENG
 HB1737  HISTORY     - 20040106 GOOD             MODNR
 HB1737
 HB1737                          STATION DESCRIPTION
 HB1737
 HB1737'DESCRIBED BY PARK AERIAL SURVEYS INCORPORATED 1931
 HB1737'ABOUT 10 MILES NORTH-NORTHEAST OF CAPE GIRARDEAU, 3 MILES NORTH OF
 HB1737'EGYPT MILLS, ONE-HALF MILE SOUTHEAST OF OLD GREENS FERRY
 HB1737'LANDING AT MOCCASIN SPRINGS, ON HIGH BLUFF OVERLOOKING MISSISSIPPI
 HB1737'RIVER AND IMMEDIATELY BACK OF ST. LOUIS-SAN FRANCISCO
 HB1737'RAILWAY. TO REACH FROM EGYPT MILLS, FOLLOW GRAVEL ROAD NORTH 2-1/2
 HB1737'MILES TO GREEN FERRY ROAD LEADING EAST ACROSS SMALL FORD,
 HB1737'AND FOLLOW NORTHEAST 2 MILES TO RIVER AT MOCCASIN SPRINGS, NOW ONLY A
 HB1737'FARMHOUSE. PROCEED ON FOOT SOUTHEAST ABOUT ONE-THIRD
 HB1737'MILE ALONG TRACK OF ST. LOUIS-SAN FRANCISCO RAILWAY TO
 HB1737'BRIDGE, CROSS BRIDGE, ENTER FIELD ON WEST SIDE OF TRACK, FOLLOW UP
 HB1737'RIDGE TO SOUTHEAST CORNER OF FIELD, AND TAKE DIM TRAIL
 HB1737'LEADING SOUTH (UP FIRST RIDGE BACK OF RAILWAY) ABOUT 150 YARDS TO
 HB1737'STATION SITE. MARKED BY STANDARD MARK OF MISSISSIPPI RIVER
 HB1737'COMMISSSION. BRASS CAP ON STEEL PIPE ABOVE AND COPPER BOLT IN TILE
 HB1737'BELOW.
 HB1737
 HB1737                          STATION RECOVERY (1975)
 HB1737
 HB1737'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 HB1737'NO MARKS.
 HB1737'
 HB1737'STATION RECOVERED FAIR.
 HB1737'
 HB1737'FROM CAPE GIRADEAU TAKE THE 177 HIGHWAY NORTH APPROXIMATELY 10 MILES
 HB1737'TO THE JUNCTION OF HIGHWAY 177 AND COUNTY ROAD V AT A RIGHT
 HB1737'ANGLEBEND TURN RIGHT NORTH 300 FEET ALONG HIGHWAY 177 TO THE
 HB1737'ENTRANCE TO THE TRAIL OF TEARS PARK.  GO 1.8 MILES TO A BRIDGE OVER
 HB1737'A SMALL CREEK, CONTINUE 0.1 MILE TO A RAILROAD TRACK ON THE
 HB1737'RIGHT.  PACK SOUTH EAST ALONG THE RAILROAD TRACK APPROXIMATELY
 HB1737'0.5 MILE TO A BRIDGE.  WALK SW ALONG A CREEK BED APPROXIMATELY
 HB1737'300 FEET TO AN OLD FENCE LINE ACROSS THE CREEK.  GO SE UP THE HILL
 HB1737'TO THE HIGHEST POINT AND THE STATION.
 HB1737'
 HB1737'AN ALTERNATE WAY IS BY FOLLOWING THE DESCRIPTION FOR MOCCASIN
 HB1737'SPRINGS (MRC) AND FROM THAT STATION FOLLOW THE RIDGE NORTH 0.3 MILES
 HB1737'TO THE BLUFF OVER THE RIVER AND THE STATION.
 HB1737'
 HB1737'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NNE OF CAPE
 HB1737'GIRARDEAU.
 HB1737
 HB1737                          STATION RECOVERY (1975)
 HB1737
 HB1737'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 HB1737'STATION RECOVERED GOOD.
 HB1737'
 HB1737'FROM CAPE GIRARDEAU GO NORTH ON HIGHWAY 177 APPROXIMATELY 10 MILES
 HB1737'TO JUNCTION WITH STATE ROAD V.  ABOUT 300 FEET PAST JUNCTION TURN
 HB1737'RIGHT INTO TRAIL OF TEARS STATE PARK.  FOLLOW ROAD TO RAILROAD
 HB1737'TRACK (ST. LOUIS - SAN FRANCISCO).  WALK DOWN RIVER ALONG TRACK
 HB1737'APPROXIMATELY 0.5 MILES TO SMALL BRIDGE OVER CREEK.  TURN RIGHT
 HB1737'UP CREEK ABOUT 100 YDS. TO FENCE LINE.  TURN LEFT AND CLIMB TO
 HB1737'TOP OF BLUFF AND STATION.
 HB1737'
 HB1737'AN AZIMUTH WAS ESTABLISHED BY OBSERVATION TO POLARIS BETWEEN TWO
 HB1737'CORPS OF ARMY ENGINEERS MONUMENTS C65.7L AND R61.7L.  FROM
 HB1737'C65.7L BEE BLUFF WAS OBSERVED AND AN AZIMUTH ESTABLISHED BETWEEN
 HB1737'THE TWO.
 HB1737'
 HB1737'BEE BLUFF TO C65.7L CORPS MONUMENT.  28 SEC 42 MIN 46.3 SEC GRID
 HB1737'AZIMUTH FROM NORTH.  GRID DISTANCE 2799.08 FEET.
 HB1737'
 HB1737'THE OBSERVED AZIMUTH IS UNCHECKED AND THE ONE LEG TRAVERSE TO BEE
 HB1737'BLUFF UNCLOSED BUT WILL BE INCORPORATED INTO A TRAVERSE NET AND
 HB1737'ADJUSTED IN 1976.
 HB1737'
 HB1737'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NNE CAPE
 HB1737'GIRARDEAU.
 HB1737
 HB1737                          STATION RECOVERY (2004)
 HB1737
 HB1737'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (SEW)
 HB1737'RECOVERED 4 INCH O.D. IRON PIPE, 1.2 FT HIGH, WITH CAST IRON DISK ON
 HB1737'TOP. THE DISK HAS THE LETTERS ' U S ' CAST INTO IT AND A 5 MM DIAMETER
 HB1737'HOLE IN THE CENTER.  THE STATION IS LOCATED ON THE SHEPPARD POINT
 HB1737'TRAIL IN TRAIL OF TEARS STATE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1003 ***********************************************************************
 GE1003  DESIGNATION -  BEECH
 GE1003  PID         -  GE1003
 GE1003  STATE/COUNTY-  MO/DUNKLIN
 GE1003  USGS QUAD   -  SENATH (1983)
 GE1003
 GE1003                         *CURRENT SURVEY CONTROL
 GE1003  ___________________________________________________________________
 GE1003* NAD 83(1997)-  36 08 03.21431(N)    090 11 47.84204(W)     ADJUSTED  
 GE1003* NAVD 88     -        77.6    (meters)     255.     (feet)  GPS OBS   
 GE1003  ___________________________________________________________________
 GE1003  X           -     -17,698.247 (meters)                     COMP
 GE1003  Y           -  -5,157,239.749 (meters)                     COMP
 GE1003  Z           -   3,740,259.772 (meters)                     COMP
 GE1003  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GE1003  ELLIP HEIGHT-          49.26  (meters)          (02/17/00) GPS OBS
 GE1003  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GE1003
 GE1003  HORZ ORDER  -  FIRST
 GE1003  ELLP ORDER  -  FOURTH    CLASS I
 GE1003
 GE1003.The horizontal coordinates were established by classical geodetic methods
 GE1003.and adjusted by the National Geodetic Survey in February 2000..
 GE1003
 GE1003.The orthometric height was determined by GPS observations and a
 GE1003.high-resolution geoid model.
 GE1003
 GE1003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1003
 GE1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1003
 GE1003.The ellipsoidal height was determined by GPS observations
 GE1003.and is referenced to NAD 83.
 GE1003
 GE1003.The geoid height was determined by GEOID03.
 GE1003
 GE1003;                    North         East     Units Scale Factor Converg.
 GE1003;SPC MO E     -    33,427.084   277,305.399   MT  0.99994252   +0 10 44.0
 GE1003;SPC AR N     -   201,285.355   562,311.143   MT  0.99998191   +1 02 57.8
 GE1003;SPC AR N     -   660,383.70  1,844,849.14   sFT  0.99998191   +1 02 57.8
 GE1003;UTM  15      - 4,002,477.102   752,263.787   MT  1.00038418   +1 39 14.3
 GE1003
 GE1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1003!SPC MO E     -   0.99999227  x   0.99994252  =   0.99993479
 GE1003!SPC AR N     -   0.99999227  x   0.99998191  =   0.99997418
 GE1003!UTM  15      -   0.99999227  x   1.00038418  =   1.00037645
 GE1003
 GE1003:                Primary Azimuth Mark                     Grid Az
 GE1003:SPC MO E     -  KENNETT NORTHWEST MUNICIPAL TK           043 30 13.1
 GE1003:SPC AR N     -  KENNETT NORTHWEST MUNICIPAL TK           042 37 59.3
 GE1003:UTM  15      -  KENNETT NORTHWEST MUNICIPAL TK           042 01 42.8
 GE1003
 GE1003|---------------------------------------------------------------------|
 GE1003| PID    Reference Object                     Distance      Geod. Az  |
 GE1003|                                                           dddmmss.s |
 GE1003| GE0997 KENNETT NORTHWEST MUNICIPAL TK      APPROX.16.9 KM 0434057.1 |
 GE1003| GE0995 KENNETT RADIO STA KBOA MAST         APPROX.14.8 KM 0471504.5 |
 GE1003| GE0992 KENNETT DUNKLIN CO COMP N TANK      APPROX.18.0 KM 0481633.1 |
 GE1003| GE0989 KENNETT SOUTHEAST MUN TANK          APPROX.17.0 KM 0493328.1 |
 GE1003| GE1284 BEECH RM 1                           50.070 METERS 05713     |
 GE1003| GE1004 SENATH MUNICIPAL TANK               APPROX. 3.0 KM 0871508.3 |
 GE1003| GE1286 BEECH RM 3                           11.080 METERS 10728     |
 GE1003| GE1000 ARBYRD COTTON COMPRESS CO TANK      APPROX.10.5 KM 2023314.1 |
 GE1003| GE1287 BEECH AZ MK                                        2694355.1 |
 GE1003| GE1009 MARMADUKE MUNICIPAL TANK            APPROX.18.3 KM 2905217.6 |
 GE1003| GE1285 BEECH RM 2                           25.874 METERS 31720     |
 GE1003|---------------------------------------------------------------------|
 GE1003
 GE1003                          SUPERSEDED SURVEY CONTROL
 GE1003
 GE1003  NAD 83(1997)-  36 08 03.21474(N)    090 11 47.84206(W) AD(       ) 1
 GE1003  NAD 83(1986)-  36 08 03.22654(N)    090 11 47.84389(W) AD(       ) 1
 GE1003  NAD 27      -  36 08 02.98460(N)    090 11 47.49430(W) AD(       ) 1
 GE1003  NGVD 29 (05/28/98)   77.6    (m)          255.     (f) GPS OBS        
 GE1003
 GE1003.Superseded values are not recommended for survey control.
 GE1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1003.See file dsdata.txt to determine how the superseded data were derived.
 GE1003
 GE1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5226402477(NAD 83)
 GE1003_MARKER: DS = TRIANGULATION STATION DISK
 GE1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1003_SP_SET: CONCRETE POST
 GE1003_STAMPING: BEECH 1953
 GE1003_MARK LOGO: CGS   
 GE1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1003+STABILITY: SURFACE MOTION
 GE1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1003+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 GE1003
 GE1003  HISTORY     - Date     Condition        Report By
 GE1003  HISTORY     - 1953     MONUMENTED       CGS
 GE1003  HISTORY     - 1953     GOOD             CGS
 GE1003  HISTORY     - 1970     GOOD             NGS
 GE1003  HISTORY     - 19910312 GOOD             NGS
 GE1003  HISTORY     - 20020718 GOOD             USACE
 GE1003
 GE1003                          STATION DESCRIPTION
 GE1003
 GE1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1003'THE STATION IS LOCATED ABOUT 2 MILES WEST OF SENATH IN THE
 GE1003'SOUTHWEST CORNER OF A SCHOOL YARD, 65 FEET NORTHEAST OF A
 GE1003'TELEPHONE POLE, 53 FEET NORTH OF THE CENTER OF COUNTY ROAD P
 GE1003'AND 36 FEET EAST OF THE CENTER OF A DRIVEWAY.  IT IS SET FLUSH
 GE1003'AND IS STAMPED BEECH 1953.
 GE1003'
 GE1003'REFERENCE MARK NO. 1 IS 145 FEET NORTH OF THE CENTER OF COUNTY
 GE1003'ROAD P, 85 FEET SOUTH OF THE NORTHWEST CORNER OF THE SCHOOL,
 GE1003'39 FEET NORTH OF THE SOUTHWEST CORNER OF THE SCHOOL AND 4.5
 GE1003'FEET WEST OF THE WEST SIDE OF THE SCHOOL.  IT IS SET FLUSH
 GE1003'AND IS STAMPED BEECH NO 1 1953.
 GE1003'
 GE1003'REFERENCE MARK NO. 2 IS 115 FEET NORTH OF THE CENTER OF COUNTY
 GE1003'ROAD P, 20 FEET WEST OF THE CENTER OF A DRIVEWAY AND 6 INCHES
 GE1003'EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 5 INCHES AND
 GE1003'IS STAMPED BEECH NO 2 1953.
 GE1003'
 GE1003'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 197.49 FEET.
 GE1003'
 GE1003'THE AZIMUTH MARK IS 41 FEET NORTH OF THE CENTER OF COUNTY ROAD
 GE1003'P, 13 FEET WEST OF THE CENTER OF A DRIVEWAY AND 2 FEET EAST OF
 GE1003'A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED BEECH 1953.
 GE1003'
 GE1003'TO REACH THE STATION FROM THE POST OFFICE IN SENATH GO SOUTH
 GE1003'FOR 0.05 MILE TO STATE HIGHWAY 25, TURN RIGHT AND GO WEST ON
 GE1003'STATE HIGHWAY 25 FOR 0.25 MILE TO A POINT WHERE THE HIGHWAY
 GE1003'TURNS LEFT, CONTINUE STRAIGHT AHEAD ON COUNTY ROAD P FOR 1.85
 GE1003'MILES TO THE SCHOOL AND STATION AS DESCRIBED.
 GE1003'
 GE1003'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON COUNTY
 GE1003'ROAD P FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GE1003'DESCRIBED.
 GE1003'
 GE1003'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 GE1003
 GE1003                          STATION RECOVERY (1953)
 GE1003
 GE1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GE1003'RECOVERED IN GOOD CONDITION.
 GE1003
 GE1003                          STATION RECOVERY (1970)
 GE1003
 GE1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE1003'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 GE1003'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 FOUND HIT BY FARM
 GE1003'EQUIPMENT AND LEANING SLIGHTLY TO THE SOUTHEAST.  THE SCHOOL
 GE1003'IS NOW A PRIVATE HOME AND REFERENCE MARK 1 IS 2 FEET UNDERGROUND.
 GE1003'A REFERENCE MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO
 GE1003'REFERENCE MARK 2 FAILED TO CHECK DUE TO THE MARK BEING
 GE1003'DISTURBED.  A NEW DESCRIPTION FOLLOWS-
 GE1003'
 GE1003'THE STATION IS LOCATED ON THE PROPERTY OF MR. KENNY SMALL, 152
 GE1003'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BRICK HOUSE, 53 FEET
 GE1003'NORTH OF THE CENTERLINE OF COUNTY ROAD P, 36 FEET EAST OF THE
 GE1003'CENTERLINE OF DRIVEWAY TO EQUIPMENT YARD, 42 FEET WEST OF
 GE1003'A 40 INCH COTTONWOOD TREE, 133 FEET SOUTHEAST OF A UTILITY
 GE1003'POLE AND 54 FEET SOUTHWEST OF A 36 INCH SYCAMORE TREE.  THE
 GE1003'MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED BEECH
 GE1003'1953.
 GE1003'
 GE1003'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SENATH, GO
 GE1003'WEST ON COUNTY ROAD P AND A FOR 0.2 MILE TO THEIR JUNCTION.
 GE1003'CONTINUE WEST ON RD. P FOR 1.85 MILES TO THE STATION ON THE
 GE1003'RIGHT.  CONTINUE WEST ON THE ROAD FOR 0.35 MILES TO A DRIVEWAY
 GE1003'NORTH AND THE AZIMUTH MARK ON THE RIGHT.
 GE1003'
 GE1003'REFERENCE MARK 1 IS 145 FEET NORTH OF THE CENTERLINE OF THE
 GE1003'ROAD, 39 FEET NORTH OF THE SOUTHWEST CORNER OF THE HOUSE AND 4.5
 GE1003'FEET WEST OF THE WEST WALL OF THE HOUSE.  THE MONUMENT IS 24
 GE1003'INCHES UNDERGROUND AND THE DISK IS STAMPED BEECH NO 1 1953.
 GE1003'
 GE1003'REFERENCE MARK 2 IS 60 FEET SOUTH OF THE UTILITY POLE, 115 FEET
 GE1003'NORTH OF THE CENTERLINE OF THE ROAD, 20 FEET WEST OF THE
 GE1003'CENTERLINE OF THE DRIVEWAY AND 1 FOOT NORTH OF A METAL WITNESS
 GE1003'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE1003'BEECH NO 2 1953.
 GE1003'
 GE1003'REFERENCE MARK 3 IS 72 FEET EAST OF THE CENTERLINE OF THE
 GE1003'DRIVEWAY, 41 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 9
 GE1003'FEET SOUTHWEST OF THE 40 INCH COTTONWOOD TREE.  THE MONUMENT
 GE1003'IS FLUSH AND THE DISK IS STAMPED BEECH 1953 NO 3 1970.
 GE1003'
 GE1003'THE AZIMUTH MARK IS 20 FEET SOUTH OF A POWER POLE, 7 FEET NORTH
 GE1003'OF A TELEPHONE POLE, 1 FOOT EAST OF A METAL WITNESS POST,
 GE1003'41 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 12 FEET WEST
 GE1003'OF THE CENTERLINE OF THE DRIVEWAY.  THE MONUMENT PROJECTS 6
 GE1003'INCHES AND THE DISK IS STAMPED BEECH 1953.
 GE1003'
 GE1003'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE1003'
 GE1003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 GE1003'WEST OF SENATH
 GE1003
 GE1003                          STATION RECOVERY (1991)
 GE1003
 GE1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GE1003'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF SENATH.
 GE1003'OWNERSHIP--KEN SMALL (CHRIS SMALL LIVES AT STATION SITE), RT 2,
 GE1003'SENATH, MO 63876, PHONE IS 314-738-2211.
 GE1003'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS A AND P (MAIN
 GE1003'STREET), IN THE CENTER OF SENATH, GO WEST ON COUNTY ROAD P FOR 3.36
 GE1003'KM (2.10 MI) TO THE STATION ON THE RIGHT, JUST BEFORE REACHING A
 GE1003'GRAVELED DRIVEWAY LEADING NORTH TO BEECH CORNER AUTO REPAIR AND IN
 GE1003'THE SOUTHWEST CORNER OF A LAWN.
 GE1003'THE STATION IS LOCATED 46.3 M (151.9 FT) SOUTHWEST FROM THE SOUTHWEST
 GE1003'CORNER OF A BRICK HOUSE, 40.6 M (133.2 FT) SOUTHEAST FROM A UTILITY
 GE1003'POLE, 25.9 M (85.0 FT) SOUTHEAST FROM BEECH RM 2, 16.5 M (54.1 FT)
 GE1003'SOUTHWEST FROM A 38-INCH DIAMETER SYCAMORE TREE, 16.2 M (53.1 FT)
 GE1003'NORTH FROM THE CENTERLINE OF COUNTY ROAD P, 11.1 M (36.4 FT) WEST FROM
 GE1003'BEECH RM 3 AND 11.0 M (36.1 FT) EAST FROM THE CENTER OF A GRAVELED
 GE1003'DRIVEWAY.  THE STATION IS RECESSED 5-CM BELOW THE GROUND.
 GE1003'DESCRIBED BY E.J. HANSMANN.
 GE1003
 GE1003                          STATION RECOVERY (2002)
 GE1003
 GE1003'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2632 ***********************************************************************
 JD2632  DESIGNATION -  BEEMAN
 JD2632  PID         -  JD2632
 JD2632  STATE/COUNTY-  MO/MORGAN
 JD2632  USGS QUAD   -  FLORENCE (1985)
 JD2632
 JD2632                         *CURRENT SURVEY CONTROL
 JD2632  ___________________________________________________________________
 JD2632* NAD 83(1997)-  38 34 02.70441(N)    092 53 06.07613(W)     ADJUSTED  
 JD2632* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 JD2632  ___________________________________________________________________
 JD2632  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 JD2632  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD2632
 JD2632  HORZ ORDER  -  SECOND
 JD2632
 JD2632.The horizontal coordinates were established by classical geodetic methods
 JD2632.and adjusted by the National Geodetic Survey in February 2000..
 JD2632
 JD2632.The orthometric height was scaled from a topographic map.
 JD2632
 JD2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2632
 JD2632.The geoid height was determined by GEOID03.
 JD2632
 JD2632;                    North         East     Units Scale Factor Converg.
 JD2632;SPC MO C     -   303,482.752   466,447.050   MT  0.99994719   -0 14 24.1
 JD2632;UTM  15      - 4,268,780.530   510,016.561   MT  0.99960124   +0 04 18.1
 JD2632
 JD2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2632!SPC MO C     -   0.99995803  x   0.99994719  =   0.99990522
 JD2632!UTM  15      -   0.99995803  x   0.99960124  =   0.99955929
 JD2632
 JD2632|---------------------------------------------------------------------|
 JD2632| PID    Reference Object                     Distance      Geod. Az  |
 JD2632|                                                           dddmmss.s |
 JD2632| CN5647 BEEMAN RM 1                          27.976 METERS 00033     |
 JD2632| JD2631 FORTUNA CENTRAL ELEC PWR MAST       APPROX. 8.6 KM 1224454.0 |
 JD2632| CN5648 BEEMAN RM 2                          24.570 METERS 13417     |
 JD2632| CN5646 BEEMAN AZ MK                                       1721633.3 |
 JD2632|---------------------------------------------------------------------|
 JD2632
 JD2632                          SUPERSEDED SURVEY CONTROL
 JD2632
 JD2632  NAD 83(1986)-  38 34 02.71548(N)    092 53 06.07663(W) AD(       ) 2
 JD2632  NAD 27      -  38 34 02.63746(N)    092 53 05.37151(W) AD(       ) 2
 JD2632
 JD2632.Superseded values are not recommended for survey control.
 JD2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2632.See file dsdata.txt to determine how the superseded data were derived.
 JD2632
 JD2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1001768781(NAD 83)
 JD2632_MARKER: DS = TRIANGULATION STATION DISK
 JD2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2632
 JD2632  HISTORY     - Date     Condition        Report By
 JD2632  HISTORY     - 1963     MONUMENTED       CGS
 JD2632
 JD2632                          STATION DESCRIPTION
 JD2632
 JD2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2632'THE STATION IS 7-1/2 MILES SOUTH OF SYRACUSE, 5 MILES
 JD2632'EAST-SOUTHEAST OF FLORENCE, 4-3/4 MILES WEST OF FORTUNA, 0.9
 JD2632'MILE SOUTH OF MT. CARMEL CHURCH AND ON THE WEST RIGHT-OF-WAY
 JD2632'OF COUNTY ROUTE D, WHERE THE COUNTY ROUTE JUNCTIONS WITH AN
 JD2632'EAST-WEST GRAVELED ROAD.
 JD2632'
 JD2632'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2632'COUNTY ROUTE D AT THE WEST EDGE OF SYRACUSE, DRIVE SOUTH ON COUNTY
 JD2632'ROUTE D FOR 6.75 MILES TO THE ENTRANCE TO THE MT. CARMEL CHURCH
 JD2632'ON THE LEFT.  CONTINUE SOUTH ON THE COUNTY ROUTE FOR 0.9 MILE TO
 JD2632'A GRAVELED SIDE ROAD ON THE RIGHT AND THE STATION.
 JD2632'
 JD2632'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 JD2632'STAMPED BEEMAN 1963.  THE UNDERGROUND-STATION DISK IS SET IN THE
 JD2632'TOP OF A MASS OF CONCRETE 52 INCHES BELOW THE SURFACE OF THE
 JD2632'GROUND.  THE SURFACE-STATION DISK IS SET IN THE TOP OF A
 JD2632'CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING
 JD2632'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 46.0 FEET SOUTH
 JD2632'OF THE CENTER OF THE EAST-WEST GRAVELED ROAD, 31.0 FEET WEST OF
 JD2632'THE CENTER OF COUNTY ROUTE D, 2.0 FEET EAST OF THE WEST
 JD2632'RIGHT-OF-WAY FENCE AND 2.0 FEET NORTHEAST OF A METAL WITNESS
 JD2632'POST WITH SIGN ATTACHED.
 JD2632'
 JD2632'REFERENCE MARK 1, A STANDARD DISK STAMPED BEEMAN NO 1 1963, IS
 JD2632'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 JD2632'DIAMETER, PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 49.0
 JD2632'FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD, 30.0 FEET
 JD2632'WEST OF THE CENTER OF COUNTY ROUTE D AND 1.0 FOOT EAST OF THE
 JD2632'WEST RIGHT-OF-WAY FENCE.
 JD2632'
 JD2632'REFERENCE MARK 2, A STANDARD DISK STAMPED BEEMAN NO 2 1963, IS
 JD2632'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 JD2632'DIAMETER, PROJECTING 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 JD2632'30.0 FEET EAST OF THE CENTER OF COUNTY ROUTE D AND 1.0 FOOT WEST
 JD2632'OF THE EAST RIGHT-OF-WAY FENCE.
 JD2632'
 JD2632'THE AZIMUTH MARK, A STANDARD DISK STAMPED BEEMAN 1963, IS SET IN
 JD2632'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 JD2632'DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 JD2632'IT IS SITUATED ON A RISE OF GROUND ALONG THE WEST RIGHT-OF-WAY OF
 JD2632'COUNTY ROUTE D, 32.0 FEET WEST OF THE CENTER OF THE ROUTE, 1.5
 JD2632'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AND 1.0 FOOT SOUTHEAST
 JD2632'OF A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0583 ***********************************************************************
 GG0583  DESIGNATION -  BELFAST
 GG0583  PID         -  GG0583
 GG0583  STATE/COUNTY-  MO/NEWTON
 GG0583  USGS QUAD   -  NEOSHO WEST (1972)
 GG0583
 GG0583                         *CURRENT SURVEY CONTROL
 GG0583  ___________________________________________________________________
 GG0583* NAD 83(1997)-  36 51 07.61533(N)    094 28 39.18128(W)     ADJUSTED  
 GG0583* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 GG0583  ___________________________________________________________________
 GG0583  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 GG0583  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GG0583
 GG0583  HORZ ORDER  -  FIRST
 GG0583
 GG0583.The horizontal coordinates were established by classical geodetic methods
 GG0583.and adjusted by the National Geodetic Survey in February 2000..
 GG0583
 GG0583.The orthometric height was scaled from a topographic map.
 GG0583
 GG0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0583
 GG0583.The geoid height was determined by GEOID03.
 GG0583
 GG0583;                    North         East     Units Scale Factor Converg.
 GG0583;SPC MO W     -    76,058.958   852,002.026   MT  0.99994123   +0 00 48.5
 GG0583;UTM  15      - 4,079,486.042   368,275.079   MT  0.99981376   -0 53 10.6
 GG0583
 GG0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0583!SPC MO W     -   0.99994757  x   0.99994123  =   0.99988881
 GG0583!UTM  15      -   0.99994757  x   0.99981376  =   0.99976134
 GG0583
 GG0583:                Primary Azimuth Mark                     Grid Az
 GG0583:SPC MO W     -  NEOSHO RADIO STA KAA 418 MAST            056 14 49.3
 GG0583:UTM  15      -  NEOSHO RADIO STA KAA 418 MAST            057 08 48.4
 GG0583
 GG0583|---------------------------------------------------------------------|
 GG0583| PID    Reference Object                     Distance      Geod. Az  |
 GG0583|                                                           dddmmss.s |
 GG0583| GG0590 NEOSHO RADIO STA KAA 418 MAST       APPROX. 5.5 KM 0561537.8 |
 GG0583| CI1082 BELFAST RM 1                          2.561 METERS 08700     |
 GG0583| CI1081 BELFAST AZ MK                       APPROX. 1.2 KM 0920734.7 |
 GG0583| GG0584 GOODMAN LOOKOUT TOWER               APPROX.10.2 KM 1480444.2 |
 GG0583| CI1083 BELFAST RM 2                          2.271 METERS 16607     |
 GG0583| GG0692 JOPLIN LOOKOUT TOWER                APPROX.11.4 KM 3423815.7 |
 GG0583|---------------------------------------------------------------------|
 GG0583
 GG0583                          SUPERSEDED SURVEY CONTROL
 GG0583
 GG0583  NAD 83(1997)-  36 51 07.61547(N)    094 28 39.18124(W) AD(       ) 1
 GG0583  NAD 83(1997)-  36 51 07.61569(N)    094 28 39.18118(W) AD(       ) 1
 GG0583  NAD 83(1997)-  36 51 07.62470(N)    094 28 39.18342(W) AD(       ) 1
 GG0583  NAD 83(1986)-  36 51 07.63071(N)    094 28 39.18053(W) AD(       ) 1
 GG0583  NAD 27      -  36 51 07.39140(N)    094 28 38.39010(W) AD(       ) 1
 GG0583
 GG0583.Superseded values are not recommended for survey control.
 GG0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0583.See file dsdata.txt to determine how the superseded data were derived.
 GG0583
 GG0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6827579486(NAD 83)
 GG0583_MARKER: DS = TRIANGULATION STATION DISK
 GG0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0583_STAMPING: BELFAST 1961
 GG0583_MARK LOGO: CGS   
 GG0583_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0583
 GG0583  HISTORY     - Date     Condition        Report By
 GG0583  HISTORY     - 1961     MONUMENTED       CGS
 GG0583  HISTORY     - 19840322 GOOD             NGS
 GG0583  HISTORY     - 1990     GOOD             USPSQD
 GG0583
 GG0583                          STATION DESCRIPTION
 GG0583
 GG0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 GG0583'ABOUT 7 MILES EAST AND 1 MILE NORTH OF SENECA, ABOUT 6 MILES
 GG0583'WEST OF NEOSHO, IN THE SOUTHWEST 1/4 OF SEC. 30, T. 25 N.,
 GG0583'R. 32 W., AND ON THE RIGHT-OF-WAY OF OLD U.S. HIGHWAY 60.
 GG0583'IT IS 37 FEET WEST OF A T-FENCE CORNER AND A TELEPHONE POLE,
 GG0583'32 FEET NORTH OF THE CENTERLINE OF OLD HIGHWAY 60 AND 6 FEET
 GG0583'SOUTH OF A WITNESS POST AND A WIRE FENCE.  THE MONUMENT IS
 GG0583'FLUSH AND THE DISK IS STAMPED BELFAST 1960.
 GG0583'
 GG0583'TO REACH FROM THE NEOSHO HIGH SCHOOL IN THE SOUTHWEST PART
 GG0583'OF NEOSHO, GO SOUTH ON U.S. HIGHWAY 71 ALTERNATE FOR 0.8
 GG0583'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON OLD
 GG0583'U.S. HIGHWAY 60 FOR 2.25 MILES TO A CROSSROAD.  CONTINUE
 GG0583'WEST ON OLD HIGHWAY 60 FOR 2.0 MILES TO A SIDE ROAD RIGHT
 GG0583'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE
 GG0583'HIGHWAY FOR 0.7 MILE TO A FIELD ENTRANCE AND THE STATION
 GG0583'ON THE RIGHT.
 GG0583'
 GG0583'REFERENCE MARK 1 IS 47 FEET EAST OF THE T-FENCE CORNER AND
 GG0583'THE TELEPHONE POLE, 37 FEET NORTH OF THE CENTERLINE OF THE
 GG0583'HIGHWAY AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT IS
 GG0583'FLUSH AND THE DISK IS STAMPED BELFAST NO 1 1960.
 GG0583'
 GG0583'REFERENCE MARK 2 IS 47 FEET WEST OF A POWER POLE WITH A
 GG0583'TRANSFORMER, 39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GG0583'16 FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF A WIRE
 GG0583'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BELFAST
 GG0583'NO 2 1960.
 GG0583'
 GG0583'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTERLINE OF THE
 GG0583'HIGHWAY, 8 FEET NORTHWEST OF A POWER POLE, 3 FEET NORTH OF A
 GG0583'T-FENCE CORNER AND 2 FEET WEST OF A WITNESS POST.  THE MONUMENT
 GG0583'PROJECTS 5 INCHES AND THE DISK IS STAMPED BELFAST 1960.
 GG0583'
 GG0583'NOTE- THE STATION WAS BUILT IN 1960 BUT WAS NOT OCCUPIED
 GG0583'UNTIL 1961.
 GG0583'
 GG0583'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GG0583
 GG0583                          STATION RECOVERY (1984)
 GG0583
 GG0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GG0583'THE SURFACE STATION MARK, RM NO 1, 2 AND THE AZ MK WERE RECOVERED IN
 GG0583'GOOD CONDITION.  THE DISTANCES AND DIRECTION TO THE RM AGREED
 GG0583'FAVORABLY WITH 1961 DATA.  RM 2 IS 3 FT (0.9 M) S OF A FENCE RATHER
 GG0583'THAT 1 FT (0.3 M) N OF A FENCE AND THE POWERLINE POLE WITH THE
 GG0583'TRANSFORMER IS GONE, OTHERWISE THE ORIGINAL DESCRIPTION IS ADEQUATE
 GG0583'FOR RECOVERY OF ALL MARKS.
 GG0583
 GG0583                          STATION RECOVERY (1990)
 GG0583
 GG0583'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 GG0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CI1081 ***********************************************************************
 CI1081  DESIGNATION -  BELFAST AZ MK
 CI1081  PID         -  CI1081
 CI1081  STATE/COUNTY-  MO/NEWTON
 CI1081  USGS QUAD   -  NEOSHO WEST (1972)
 CI1081
 CI1081                         *CURRENT SURVEY CONTROL
 CI1081  ___________________________________________________________________
 CI1081* NAD 83(1997)-  36 51 06.15013(N)    094 27 50.16946(W)     ADJUSTED  
 CI1081* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 CI1081  ___________________________________________________________________
 CI1081  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 CI1081  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CI1081
 CI1081  HORZ ORDER  -  THIRD
 CI1081
 CI1081.The horizontal coordinates were established by classical geodetic methods
 CI1081.and adjusted by the National Geodetic Survey in January 2004..
 CI1081
 CI1081.The orthometric height was scaled from a topographic map.
 CI1081
 CI1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI1081
 CI1081.The geoid height was determined by GEOID03.
 CI1081
 CI1081;                    North         East     Units Scale Factor Converg.
 CI1081;SPC MO W     -    76,014.166   853,216.154   MT  0.99994130   +0 01 17.9
 CI1081;UTM  15      - 4,079,422.198   369,488.197   MT  0.99980984   -0 52 41.2
 CI1081
 CI1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI1081!SPC MO W     -   0.99996418  x   0.99994130  =   0.99990548
 CI1081!UTM  15      -   0.99996418  x   0.99980984  =   0.99977403
 CI1081
 CI1081                          SUPERSEDED SURVEY CONTROL
 CI1081
 CI1081.No superseded survey control is available for this station.
 CI1081
 CI1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6948879422(NAD 83)
 CI1081_MARKER: DZ = AZIMUTH MARK DISK
 CI1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI1081_STAMPING: BELFAST 1960
 CI1081_MARK LOGO: CGS   
 CI1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI1081+STABILITY: SURFACE MOTION
 CI1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI1081+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 CI1081
 CI1081  HISTORY     - Date     Condition        Report By
 CI1081  HISTORY     - 1961     MONUMENTED       CGS
 CI1081  HISTORY     - 19840322 GOOD             NGS
 CI1081  HISTORY     - 20060323 GOOD             MODNR
 CI1081
 CI1081                          STATION DESCRIPTION
 CI1081
 CI1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CI1081'THE STATION, WHICH WAS NOT PREVIOUSLY POSITIONED, IS LOCATED ABOUT 7
 CI1081'3/4 MI E OF SENECA, 5 1/4 MI W OF NEOSHO AND ON THE S RIGHT-OF-WAY OF
 CI1081'A PAVED ROAD WHICH USED TO BE U S HWY 60.  TO REACH THE STATION FROM
 CI1081'THE NEOSHO HIGH SCHOOL, GO S ON NEOSHO BOULEVARD FOR 0.8 MI (1.3 KM)
 CI1081'TO A SIDE ROAD RIGHT, AT A WAL-MART STORE.  TURN RIGHT AND GO W ON
 CI1081'THIS ROAD FOR 0.3 MI (0.5 KM) TO U.S HWY 71.  CROSS THE HWY AND
 CI1081'CONTIUE W ON PAVED ROAD FOR 4.25 MI (6.84 KM) TO A SIDE ROAD RIGHT AND
 CI1081'THE STATION ON THE LEFT ON THE APPROXIMATE EXTENDED CENTERLINE. THE
 CI1081'STATION MARK IS A STANDARD CGS AZ MK DISK, STAMPED---BELFAST 1960---,
 CI1081'SET INTO THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 I ABOVE
 CI1081'THE GROUND.  IT IS 37 FT (11.3 M) S FROM THE CENTERLINE OF THE ROAD,
 CI1081'8.1 FT (2.5 M) NW OF A POWERLINE POLE, 3.0 FT (0.9 M) N OF A T-FENCE
 CI1081'CORNER AND 2.0 FT (0.6 M) W OF A WITNESS POST.  STATION WAS POSITIONED
 CI1081'BY ELECTRONIC TRAVERSE FROM STATION BELFAST.
 CI1081
 CI1081                          STATION RECOVERY (2006)
 CI1081
 CI1081'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 CI1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1063 ***********************************************************************
 HC1063  DESIGNATION -  BELGRADE
 HC1063  PID         -  HC1063
 HC1063  STATE/COUNTY-  MO/WASHINGTON
 HC1063  USGS QUAD   -  BELGRADE (1958)
 HC1063
 HC1063                         *CURRENT SURVEY CONTROL
 HC1063  ___________________________________________________________________
 HC1063* NAD 83(1997)-  37 50 02.61247(N)    090 49 16.00096(W)     ADJUSTED  
 HC1063* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 HC1063  ___________________________________________________________________
 HC1063  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 HC1063  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 HC1063
 HC1063  HORZ ORDER  -  THIRD
 HC1063
 HC1063.The horizontal coordinates were established by classical geodetic methods
 HC1063.and adjusted by the National Geodetic Survey in February 2000..
 HC1063
 HC1063.The orthometric height was scaled from a topographic map.
 HC1063
 HC1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1063
 HC1063.The geoid height was determined by GEOID03.
 HC1063
 HC1063;                    North         East     Units Scale Factor Converg.
 HC1063;SPC MO E     -   222,063.436   221,734.410   MT  0.99994317   -0 11 49.1
 HC1063;UTM  15      - 4,189,640.683   691,742.413   MT  1.00005285   +1 20 12.8
 HC1063
 HC1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1063!SPC MO E     -   0.99994908  x   0.99994317  =   0.99989225
 HC1063!UTM  15      -   0.99994908  x   1.00005285  =   1.00000193
 HC1063
 HC1063:                Primary Azimuth Mark                     Grid Az
 HC1063:SPC MO E     -  BELGRADE AZ MK                           116 15 16.5
 HC1063:UTM  15      -  BELGRADE AZ MK                           114 43 14.6
 HC1063
 HC1063|---------------------------------------------------------------------|
 HC1063| PID    Reference Object                     Distance      Geod. Az  |
 HC1063|                                                           dddmmss.s |
 HC1063| CI2956 BELGRADE AZ MK                                     1160327.4 |
 HC1063| CI2957 BELGRADE RM 1                        18.908 METERS 18307     |
 HC1063| CI2958 BELGRADE RM 2                        21.531 METERS 28421     |
 HC1063|---------------------------------------------------------------------|
 HC1063
 HC1063                          SUPERSEDED SURVEY CONTROL
 HC1063
 HC1063  NAD 83(1986)-  37 50 02.62649(N)    090 49 15.99926(W) AD(       ) 3
 HC1063  NAD 27      -  37 50 02.45300(N)    090 49 15.52800(W) AD(       ) 3
 HC1063
 HC1063.Superseded values are not recommended for survey control.
 HC1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1063.See file dsdata.txt to determine how the superseded data were derived.
 HC1063
 HC1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB9174289641(NAD 83)
 HC1063_MARKER: DS = TRIANGULATION STATION DISK
 HC1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1063_STAMPING: BELGRADE 1956
 HC1063_MARK LOGO: CGS   
 HC1063_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC1063+STABILITY: SURFACE MOTION
 HC1063
 HC1063  HISTORY     - Date     Condition        Report By
 HC1063  HISTORY     - 1956     MONUMENTED       CGS
 HC1063  HISTORY     - 19820909 GOOD             NGS
 HC1063
 HC1063                          STATION DESCRIPTION
 HC1063
 HC1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1063'THE STATION IS LOCATED, ARILINE, ABOUT 7-3/4 MILES SOUTH-SOUTHWEST
 HC1063'OF POTOSI, 5-3/4 MILES NORTHWEST OF CALEDONIA, 4 MILES NORTHEAST
 HC1063'OF BELGRADE AND IT IS ON A SMALL WOODED HILL.
 HC1063'
 HC1063'THE STATION MARK IS A STANDARD DISK STAMPED BELGRADE 1956 SET
 HC1063'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 HC1063'4 INCHES ABOVE THE GROUND.  THE MARK IS 22 FEET NORTH OF THE
 HC1063'CENTERLINE OF A GRAVEL ROAD AND 11 FEET NORTH OF A WHITE WITNESS
 HC1063'POST.
 HC1063'
 HC1063'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BELGRADE
 HC1063'NO 1 1956 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 HC1063'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 14 FEET
 HC1063'SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD AND IT IS ABOUT 2 FEET
 HC1063'LOWER THAN THE STATION.
 HC1063'
 HC1063'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BELGRADE
 HC1063'NO 2 1956 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 HC1063'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 11 FEET
 HC1063'SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD AND IT IS ABOUT 3
 HC1063'FEET LOWER THAN THE STATION.
 HC1063'
 HC1063'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELGRADE 1956 SET
 HC1063'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 5
 HC1063'INCHES ABOVE THE GROUND.  THE MARK IS 10 FEET SOUTH OF THE
 HC1063'CENTERLINE OF THE GRAVEL ROAD AND 8 FEET WEST OF A TRIANGULAR
 HC1063'BLAZED TREE.
 HC1063'
 HC1063'TO REACH THE STATION FROM THE U.S. POST OFFICE IN POTOSI GO
 HC1063'EAST THEN SOUTH KEEPING ON STATE HIGHWAY 21 FOR 4.1 MILES TO A
 HC1063'FORK.  TAKE THE RIGHT FORK AS PER SIGN DELBRIDGE 13 AND GO SOUTH
 HC1063'ON A GRAVELED ROAD FOR 0.35 MILE TO A FORK.  KEEP THE RIGHT
 HC1063'FORK AND CONTINUE STRAIGHT AHEAD, SOUTH, FOR 4.2 MILES TO A SIDE
 HC1063'ROAD LEFT.  TURN LEFT AND GO FOR 0.05 MILE TO THE TOP OF A SMALL
 HC1063'RISE AND THE STATION ON THE LEFT AS DESCRIBED.
 HC1063'
 HC1063'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEASTERLY
 HC1063'ON THE GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 HC1063'RIGHT.
 HC1063'
 HC1063'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HC1063
 HC1063                          STATION RECOVERY (1982)
 HC1063
 HC1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HC1063'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HC1063'WERE RECOVERED IN GOOD CONDITION.  THE STATION IS NOW SITUATED IN
 HC1063'DENSE WOODS AND THE AZIMUTH MARK IS NO LONGER GROUND VISIBLE. BECAUSE
 HC1063'OF THE WOODS, THERE IS NO LOCATION FOR ANOTHER AZIMUTH MARK. THE
 HC1063'DISTANCES TO THE REFERENCE MARKS AGREED WITH 1956 DATA AND THE ANGLE
 HC1063'BETWEEN THE MARKS WAS WITHIN LIMITS.  THE DISTANCE BETWEEN THE MARKS
 HC1063'COULD NOT BE MEASURED BECAUSE OF TREES ON LINE.  DUE TO ROAD CHANGES A
 HC1063'NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED 12.5 KM (7.75 MI)
 HC1063'SOUTH SOUTHWEST OF POTOSI, 9.3 KM (5.75 MI) NORTHWEST OF CALEDONIA AND
 HC1063'6.4 KM (3.95 MI) NORTHEAST OF BELGRADE. TO REACH THE STATION FROM THE
 HC1063'JUNCTION OF STATE HIGHWAY 8 AND 21, AT THE EAST EDGE OF POTOSI, GO
 HC1063'SOUTH ON HIGHWAY 21 FOR 5.55 KM (3.45 MI) TO A FORK.  BEAR RIGHT AND
 HC1063'CONTINUE SOUTH ON A PAVED ROAD FOR 0.64 KM (0.40 MI) TO A FORK.  KEEP
 HC1063'RIGHT AND CONTINUE SOUTH AND WEST ON A PAVED ROAD FOR 7.08 KM (4.40
 HC1063'MI) TO A GRAVELED TRACK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST
 HC1063'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT IN A VERY SMALL
 HC1063'CLEARING.  THE AZIMUTH MARK IS 0.40 KM (0.25 MI) EASTERLY ALONG THE
 HC1063'TRACK ROAD.
 HC1063' 
 HC1063'THE STATION IS A STANDARD CGS DISK STAMPED--BELGRADE 1956--, SET INTO
 HC1063'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER,
 HC1063'PROJECTING 5 INCHES (13 CM) ABOVE THE GROUND.  LOCATED 27.0 FT (8.2 M)
 HC1063'NE FROM THE CENTERLINE OF THE GRAVELED ROAD AND 1.5 FT (0.5 M) NW OF A
 HC1063'WITNESS POST. REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 HC1063'STAMPED--BELGRADE NO 1 1956--, SET INTO THE TOP OF A SQUARE CONCRETE
 HC1063'MONUMENT 12 INCHES (30 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM)
 HC1063'ABOVE THE GROUND. LOCATED 61.8 FT (18.8 M) S FROM A WITNESS POST, 10.0
 HC1063'FT (3.0 M) SW FROM THE CENTERLINE OF THE ROAD, AND 3 FT (0.9 M) LOWER
 HC1063'THAN THE STATION. REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 HC1063'STAMPED--BELGRADE NO 2 1956--, SET INTO THE TOP OF A SQUARE CONCRETE
 HC1063'MONUMENT 12 INCHES (30 CM) IN DIAMETER, PROJECTING 5 INCHES (13 CM)
 HC1063'ABOVE THE GROUND. LOCATED 72.5 FT (22.1 M) W FROM THE WITNESS POST, 10
 HC1063'FT (3.0 M) SW FROM THE CENTERLINE OF THE ROAD, AND 1 FT (0.3 M) LOWER
 HC1063'THAN THE STATION. AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 HC1063'STAMPED-BELGRADE 1956--, SET INTO THE TOP OF A SQUARE CONCRETE
 HC1063'MONUMENT 12 INCHES (30 CM) IN DIAMETER, PROJECTING 5 INCHES (13 CM)
 HC1063'ABOVE THE GROUND.  LOCATED 10.0 FT (3.0 M) S FROM THE CENTERLINE OF
 HC1063'THE ROAD, AND 1.0 FT (0.3 M) W FROM A WITNESS POST.  TO REACH THE
 HC1063'AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY ON THE TRACK FOR 0.40
 HC1063'KM (0.25 MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1324 ***********************************************************************
 HD1324  DESIGNATION -  BELL
 HD1324  PID         -  HD1324
 HD1324  STATE/COUNTY-  MO/GREENE
 HD1324  USGS QUAD   -  EBENEZER (1975)
 HD1324
 HD1324                         *CURRENT SURVEY CONTROL
 HD1324  ___________________________________________________________________
 HD1324* NAD 83(1997)-  37 17 42.32504(N)    093 15 31.92884(W)     ADJUSTED  
 HD1324* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 HD1324  ___________________________________________________________________
 HD1324  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 HD1324  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HD1324
 HD1324  HORZ ORDER  -  SECOND
 HD1324
 HD1324.The horizontal coordinates were established by classical geodetic methods
 HD1324.and adjusted by the National Geodetic Survey in February 2000..
 HD1324
 HD1324.The orthometric height was scaled from a topographic map.
 HD1324
 HD1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1324
 HD1324.The geoid height was determined by GEOID03.
 HD1324
 HD1324;                    North         East     Units Scale Factor Converg.
 HD1324;SPC MO C     -   162,469.630   432,717.680   MT  0.99998908   -0 27 35.4
 HD1324;UTM  15      - 4,127,639.918   477,056.138   MT  0.99960648   -0 09 24.7
 HD1324
 HD1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1324!SPC MO C     -   0.99994150  x   0.99998908  =   0.99993058
 HD1324!UTM  15      -   0.99994150  x   0.99960648  =   0.99954800
 HD1324
 HD1324|---------------------------------------------------------------------|
 HD1324| PID    Reference Object                     Distance      Geod. Az  |
 HD1324|                                                           dddmmss.s |
 HD1324| CN5650 BELL RM 1                            20.961 METERS 00609     |
 HD1324| CN5649 BELL AZ MK                                         0894751.9 |
 HD1324| CN5651 BELL RM 2                            20.606 METERS 09208     |
 HD1324| HD1325 SPRINGFIELD RADIO KGBX CEN TWR      APPROX. 6.2 KM 2364231.9 |
 HD1324|---------------------------------------------------------------------|
 HD1324
 HD1324                          SUPERSEDED SURVEY CONTROL
 HD1324
 HD1324  NAD 83(1997)-  37 17 42.32521(N)    093 15 31.92879(W) AD(       ) 2
 HD1324  NAD 83(1997)-  37 17 42.33825(N)    093 15 31.92920(W) AD(       ) 2
 HD1324  NAD 83(1986)-  37 17 42.33825(N)    093 15 31.92895(W) AD(       ) 2
 HD1324  NAD 27      -  37 17 42.17480(N)    093 15 31.25420(W) AD(       ) 2
 HD1324
 HD1324.Superseded values are not recommended for survey control.
 HD1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1324.See file dsdata.txt to determine how the superseded data were derived.
 HD1324
 HD1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7705627640(NAD 83)
 HD1324_MARKER: DS = TRIANGULATION STATION DISK
 HD1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1324
 HD1324  HISTORY     - Date     Condition        Report By
 HD1324  HISTORY     - 1960     MONUMENTED       CGS
 HD1324
 HD1324                          STATION DESCRIPTION
 HD1324
 HD1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1324'THE STATION IS ABOUT 6 MILES NORTH OF THE CENTER OF SPRINGFIELD,
 HD1324'0.25 MILE EAST OF STATE HIGHWAY 65, ALONG THE SOUTH
 HD1324'RIGHT-OF-WAY OF COUNTY ROUTE AA AND IN THE SOUTHWEST QUARTER
 HD1324'OF SECTION 28, T 30 N., R 21 W.
 HD1324'
 HD1324'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 HD1324'HIGHWAY 44, U.S. HIGHWAY 66 AND STATE HIGHWAY 65 ABOUT 3
 HD1324'MILES NORTHEAST OF THE CENTER OF SPRINGFIELD, GO NORTH ON
 HD1324'HIGHWAY 65 FOR 3.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 HD1324'EAST ON COUNTY ROUTE AA FOR 0.25 MILE TO THE STATION ON THE
 HD1324'RIGHT ABOUT 175 FEET SOUTHWEST OF MR. E.D. CROCKETTS HOUSE.
 HD1324'
 HD1324'STATION MARKS ARE STANDARD DISKS STAMPED BELL 1960.  THE
 HD1324'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HD1324'SURFACE OF THE GROUND.  IT IS 105 FEET NORTHWEST OF A POWER
 HD1324'POLE, 70.5 FEET SOUTHWEST OF A POWER POLE WITH A TRIANGLE
 HD1324'BLAZE, 67 FEET SOUTHEAST OF THE EAST EDGE OF A METAL CULVERT,
 HD1324'31.5 FEET SOUTH OF THE CENTER OF COUNTY ROUTE AA, 5 FEET
 HD1324'EAST OF A METAL WITNESS POST AND 1.5 FEET NORTH OF AN
 HD1324'EAST-WEST FENCE WHICH IS ON THE SOUTH SIDE OF COUNTY ROUTE
 HD1324'AA.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HD1324'CONCRETE 27 INCHES BELOW THE SURFACE OF THE GROUND.
 HD1324'
 HD1324'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BELL NO 1
 HD1324'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HD1324'OF THE GROUND.  IT IS 63.5 FEET WEST OF A FENCE CORNER, 37.5
 HD1324'FEET NORTH OF THE CENTER OF COUNTY ROUTE AA, 34.5 FEET
 HD1324'NORTHWEST OF THE POWER POLE WITH A TRIANGLE BLAZE AND 1 FOOT
 HD1324'SOUTH OF AN EAST-WEST FENCE WHICH IS ON THE NORTH SIDE OF
 HD1324'COUNTY ROUTE AA.
 HD1324'
 HD1324'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BELL NO 2
 HD1324'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HD1324'OF THE GROUND.  IT IS 99 FEET SOUTHWEST OF THE SOUTHWEST
 HD1324'CORNER OF MR. CROCKETTS HOUSE, 65.5 FEET SOUTHEAST OF THE
 HD1324'POWER POLE WITH A TRIANGLE BLAZE, 32 FEET SOUTH OF THE CENTER
 HD1324'OF COUNTY ROUTE AA AND 1 FOOT NORTH OF THE EAST-WEST FENCE
 HD1324'WHICH IS ON THE SOUTH SIDE OF COUNTY ROUTE AA.
 HD1324'
 HD1324'AZIMUTH MARK, A STANDARD DISK STAMPED BELL 1960, IS SET IN
 HD1324'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 34.5
 HD1324'FEET NORTH OF THE CENTER OF COUNTY ROUTE AA, 15.5 FEET
 HD1324'NORTHEAST OF A POWER POLE, 2.5 FEET SOUTHEAST OF A METAL
 HD1324'WITNESS POST AND 1.5 FEET SOUTH OF AN EAST-WEST FENCE.
 HD1324'
 HD1324'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 HD1324'ROUTE AA FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT ABOUT
 HD1324'0.05 MILE WEST OF A CROSSROAD.
 HD1324'
 HD1324'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HD1324'
 HD1324'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1439 ***********************************************************************
 JC1439  DESIGNATION -  BELL
 JC1439  PID         -  JC1439
 JC1439  STATE/COUNTY-  MO/MONTGOMERY
 JC1439  USGS QUAD   -  BELLFLOWER SOUTH (1973)
 JC1439
 JC1439                         *CURRENT SURVEY CONTROL
 JC1439  ___________________________________________________________________
 JC1439* NAD 83(1997)-  38 59 32.74136(N)    091 20 21.90952(W)     ADJUSTED  
 JC1439* NAVD 88     -       236.2    (meters)     775.     (feet)  VERTCON   
 JC1439  ___________________________________________________________________
 JC1439  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 JC1439  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JC1439
 JC1439  HORZ ORDER  -  SECOND
 JC1439  VERT ORDER  -  THIRD ? (See Below)
 JC1439
 JC1439.The horizontal coordinates were established by classical geodetic methods
 JC1439.and adjusted by the National Geodetic Survey in February 2000..
 JC1439
 JC1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1439.The vertical order pertains to the NGVD 29 superseded value.
 JC1439
 JC1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1439
 JC1439.The geoid height was determined by GEOID03.
 JC1439
 JC1439;                    North         East     Units Scale Factor Converg.
 JC1439;SPC MO E     -   350,925.451   177,280.675   MT  0.99999843   -0 31 41.5
 JC1439;UTM  15      - 4,317,247.838   643,812.156   MT  0.99985467   +1 02 42.2
 JC1439
 JC1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1439!SPC MO E     -   0.99996798  x   0.99999843  =   0.99996641
 JC1439!UTM  15      -   0.99996798  x   0.99985467  =   0.99982266
 JC1439
 JC1439|---------------------------------------------------------------------|
 JC1439| PID    Reference Object                     Distance      Geod. Az  |
 JC1439|                                                           dddmmss.s |
 JC1439| CN5653 BELL RM 2                            45.205 METERS 06309     |
 JC1439| JC1425 TRUXTON                             APPROX. 9.0 KM 0855401.4 |
 JC1439| CN5652 BELL RM 1                            38.384 METERS 29929     |
 JC1439|---------------------------------------------------------------------|
 JC1439
 JC1439                          SUPERSEDED SURVEY CONTROL
 JC1439
 JC1439  NAD 83(1997)-  38 59 32.75232(N)    091 20 21.90751(W) AD(       ) 2
 JC1439  NAD 83(1986)-  38 59 32.76184(N)    091 20 21.91022(W) AD(       ) 2
 JC1439  NAD 27      -  38 59 32.61312(N)    091 20 21.34796(W) AD(       ) 2
 JC1439  NGVD 29 (07/19/86)  236.2    (m)          775.     (f) LEVELING    3  
 JC1439
 JC1439.Superseded values are not recommended for survey control.
 JC1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1439.See file dsdata.txt to determine how the superseded data were derived.
 JC1439
 JC1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD4381217248(NAD 83)
 JC1439_MARKER: DD = SURVEY DISK
 JC1439_SETTING: 0 = UNSPECIFIED SETTING
 JC1439
 JC1439  HISTORY     - Date     Condition        Report By
 JC1439  HISTORY     - 1970     MONUMENTED       USGS
 JC1439
 JC1439                          STATION DESCRIPTION
 JC1439
 JC1439'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1439'THE STATION IS LOCATED ABOUT 1 MI S. AND 1 MI E. OF BELLFLOWER,
 JC1439'IN THE NE. QUARTER OF SEC. 27, T. 49 N., R. 4 W., ON LAND BELONGING
 JC1439'TO MR. CHARLES SCHREINER, ON THE S. SIDE OF CO. HWY. E. AND
 JC1439'DIRECTLY ACROSS THE RD. FROM MR. SCHREINERS HOUSE.
 JC1439'
 JC1439'STATION MARK AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BELL
 JC1439'1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN
 JC1439'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  REFERENCE MARKS
 JC1439'ARE FLUSH WITH GROUND.  STATION MARK IS 6 IN. BELOW GROUND.
 JC1439'
 JC1439'TO REACH THE STATION FROM THE POST OFFICE AT BELLFLOWER, DRIVE
 JC1439'S. ON CO. HWY. E. FOR 0.95 MI TO JCT. WITH CO. HWY. V, TURN LEFT
 JC1439'AND CONTINUE E. ON CO. HWY. E, FOR 0.9 MI TO STATION ON THE RIGHT.
 JC1439'
 JC1439'STATION MARK IS 35 FT S. OF THE CENTER OF THE HWY., 110 FT
 JC1439'W.-SW. OF JCT. OF A DRIVE N. TO A TRAILER, 36 FT S.-SE. OF JCT. OF
 JC1439'ANOTHER DRIVE N. TO THE HOUSE, 14 FT NE. OF A POWER POLE AND 13.4
 JC1439'FT NE. OF A METAL WITNESS POST.
 JC1439'
 JC1439'REFERENCE MARK 1 IS 125.93 FT (38.383 M.) NW. OF STATION, 29 FT
 JC1439'N. OF CENTER OF CO. HWY. E, 25 FT E. OF CENTER OF ENTRANCE TO BARN
 JC1439'LOT, 10 FT W. OF A FENCE COR. AND 1 FT S. OF FENCE.
 JC1439'
 JC1439'REFERENCE MARK 2 IS 148.31 FT (45.204 M.) NE. OF STATION, 32 FT
 JC1439'N. OF CENTER OF CO. HWY. E, 28 FT E. OF CENTER OF DRIVE, 4.5 FT
 JC1439'NE. OF A FENCE COR. AND 1 FT S. OF E.-W. FENCE.
 JC1439'
 JC1439'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 241.92 FT
 JC1439'(73.737 M.)
 JC1439'
 JC1439'THE RED LIGHT ON TOP OF A MISSOURI POWER AND LIGHT RADIO MAST,
 JC1439'LOCATED 5 MI W. NEAR THE JCT. OF CO. HWY. V. AND STATE HWY. 161
 JC1439'WAS INTERSECTED FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1749 ***********************************************************************
 HB1749  DESIGNATION -  BELL
 HB1749  PID         -  HB1749
 HB1749  STATE/COUNTY-  MO/STODDARD
 HB1749  USGS QUAD   -  BELL CITY (1978)
 HB1749
 HB1749                         *CURRENT SURVEY CONTROL
 HB1749  ___________________________________________________________________
 HB1749* NAD 83(1997)-  37 00 48.54105(N)    089 50 21.53508(W)     ADJUSTED  
 HB1749* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 HB1749  ___________________________________________________________________
 HB1749  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 HB1749  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HB1749
 HB1749  HORZ ORDER  -  FIRST
 HB1749
 HB1749.The horizontal coordinates were established by classical geodetic methods
 HB1749.and adjusted by the National Geodetic Survey in February 2000..
 HB1749
 HB1749.The orthometric height was scaled from a topographic map.
 HB1749
 HB1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1749
 HB1749.The geoid height was determined by GEOID03.
 HB1749
 HB1749;                    North         East     Units Scale Factor Converg.
 HB1749;SPC MO E     -   131,152.941   308,794.706   MT  0.99997590   +0 23 51.9
 HB1749;UTM  16      - 4,100,137.996   247,384.801   MT  1.00038621   -1 42 36.6
 HB1749
 HB1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1749!SPC MO E     -   0.99997854  x   0.99997590  =   0.99995444
 HB1749!UTM  16      -   0.99997854  x   1.00038621  =   1.00036474
 HB1749
 HB1749|---------------------------------------------------------------------|
 HB1749| PID    Reference Object                     Distance      Geod. Az  |
 HB1749|                                                           dddmmss.s |
 HB1749| HB1821 BELL RM 1                            28.538 METERS 05837     |
 HB1749| GD1783 SIKESTON MUNICIPAL TANK             APPROX.27.2 KM 1231811.5 |
 HB1749| CI2962 BELL RM 2                            51.743 METERS 20131     |
 HB1749| GD1860 POOR                                APPROX.18.4 KM 2063220.4 |
 HB1749| GD1861 BLOOMFIELD MUNICIPAL TANK           APPROX.16.3 KM 2094422.3 |
 HB1749| HB1823 BELL AZ MK                                         2360834.8 |
 HB1749| HB1822 BELL RM 3                             8.584 METERS 32805     |
 HB1749|---------------------------------------------------------------------|
 HB1749
 HB1749                          SUPERSEDED SURVEY CONTROL
 HB1749
 HB1749  NAD 83(1997)-  37 00 48.54166(N)    089 50 21.53401(W) AD(       ) 1
 HB1749  NAD 83(1997)-  37 00 48.55201(N)    089 50 21.53170(W) AD(       ) 1
 HB1749  NAD 83(1986)-  37 00 48.55118(N)    089 50 21.53344(W) AD(       ) 1
 HB1749  NAD 27      -  37 00 48.37700(N)    089 50 21.22600(W) AD(       ) 1
 HB1749
 HB1749.Superseded values are not recommended for survey control.
 HB1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1749.See file dsdata.txt to determine how the superseded data were derived.
 HB1749
 HB1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG4738500138(NAD 83)
 HB1749_MARKER: DS = TRIANGULATION STATION DISK
 HB1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1749+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2002
 HB1749
 HB1749  HISTORY     - Date     Condition        Report By
 HB1749  HISTORY     - 1930     MONUMENTED       CGS
 HB1749  HISTORY     - 1938     GOOD             CGS
 HB1749  HISTORY     - 1962     GOOD             CGS
 HB1749  HISTORY     - 1970     GOOD             NGS
 HB1749  HISTORY     - 20020822 GOOD             USACE
 HB1749
 HB1749                          STATION DESCRIPTION
 HB1749
 HB1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1749'ABOUT 10 MILES, AIR LINE, AND 16 MILES BY ROAD NORTHEAST OF
 HB1749'BLOOMFIELD, 1 MILE, AIR LINE, AND 1.5 MILES BY ROAD WEST- BY-SOUTH
 HB1749'OF BELL CITY, AND 1.2 MILES SOUTHWEST OF THE BELL CITY-BLOOMFIELD
 HB1749'ROAD, ON HIGHEST KNOB ON NORTH SIDE OF OLD BLUFF ROAD. TOP OF KNOB
 HB1749'IS PARTLY TIMBERED, WITH CLEARED FIELD TO WEST.
 HB1749'
 HB1749'TO REACH FROM BLOOMFIELD, GO 11 MILES NORTH ON ROUTE 25 TO ROAD
 HB1749'LEADING EAST AT MILE BOARD BELL CITY 4 MILES, FOLLOW BELL CITY
 HB1749'ROAD 3.6 MILES TO TOP OF HILL, TAKE ROAD ON RIGHT WHICH LEADS UP
 HB1749'RIDGE THROUGH DEEP NARROW CUT 1.2 MILES TO TOP OF RIDGE AND
 HB1749'STATION, WHICH IS 7 METERS (23 FEET) NORTH-BY-WEST (RIGHT SIDE) OF
 HB1749'CENTER LINE OF BLUFF ROAD, 9.8 METERS (32 FEET) NORTH-EAST OF
 HB1749'36-INCH OAK WITH TRIANGULAR BLAZE, AND 10 METERS (33 FEET) NORTHEAST
 HB1749'OF SPLIT-PICKET FENCE.
 HB1749'
 HB1749'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 HB1749'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 HB1749'CONCRETE.
 HB1749'
 HB1749'REFERENCE MARK NO. 1 IS 4 METERS (13 FEET) NORTH OF CENTER LINE OF
 HB1749'DIRT ROAD, AND 28.55 METERS (93.7 FEET) FROM STATION,
 HB1749'N 58 DEG 38 MIN E.  REFERENCE MARK NO. 2 IS 4 METERS (13 FEET)
 HB1749'SOUTHEAST OF CENTER LINE OF DIRT ROAD, IN EDGE OF WOODS, AND 55
 HB1749'METERS (180 FEET) FROM STATION, S 21 DEG 32 MIN W.
 HB1749
 HB1749                          STATION RECOVERY (1938)
 HB1749
 HB1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1749'STATION RECOVERED AS DESCRIBED AND ALL
 HB1749'MARKS FOUND IN GOOD CONDITION. ABOUT 10 MILES, AIR LINE, AND 16
 HB1749'MILES BY ROAD NORTHEAST OF BLOOMFIELD, AND 1.5 MILES WEST-BY-SOUTH OF
 HB1749'BELL CITY, ON HIGHEST KNOB, ON NORTH SIDE OF OLD BLUFF ROAD. TOP
 HB1749'OF KNOB IS PARTLY TIMBERED WITH CLEARED FIELD TO WEST. STATION IS ON
 HB1749'HIGHEST POINT IN VICINITY, 13 FEET WEST OF WEST BANK OF OLD ROAD
 HB1749'CUT THROUGH HILL, 59 FEET SOUTH OF CENTER OF LARGE OAK TREE WITH
 HB1749'TRIANGULAR BLAZE, AND PROJECTS ABOUT 4 INCHES. STATION AND
 HB1749'UNDERGROUND MARKS. REFERENCE MARKS ARE
 HB1749'STANDARD DISKS IN CONCRETE.
 HB1749'
 HB1749'TO REACH FROM ADVANCE, GO SOUTH ON HIGHWAY M 25 FOR 6 MILES TO GRAVEL
 HB1749'ROAD LEADING EAST AT SIGN BELL CITY 4 MILES, GO EAST ON THIS
 HB1749'ROAD FOR 3.6 MILES TO ROAD LEADING SOUTHWEST AT TOP OF HILL, TURN
 HB1749'RIGHT ON THIS ROAD UPHILL THROUGH DEEP CUT 1.2 MILES TO TOP OF
 HB1749'RIDGE AND STATION ON RIGHT.
 HB1749'
 HB1749'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 4 FEET NORTH OF
 HB1749'NORTH BANK OF OLD ROAD, AND PROJECTS 4 INCHES.  REFERENCE MARK
 HB1749'NO. 2 IS SOUTH-SOUTHWEST OF STATION, IN SOUTH EDGE OF ROAD, AND
 HB1749'PROJECTS ONE FOOT.
 HB1749'
 HB1749'A NEW AZIMUTH MARK WAS SET BELL 1938, ABOUT 0.45 MILE SOUTHWEST OF
 HB1749'STATION. TO REACH FROM STATION, GO SOUTHWEST ON GRAVELED ROAD
 HB1749'0.45 MILE, THENCE RIGHT ON LANE INTO FARM, GO PAST FARMHOUSE TO BARN.
 HB1749'MARK IS 1 FOOT NORTH OF EAST-WEST FENCE ON NORTH SIDE OF GARDEN, 4
 HB1749'FEET EAST OF LONE-CEDAR TREE, AND 100 FEET NORTH OF NORTH SIDE OF
 HB1749'BARN.
 HB1749'
 HB1749'DESCRIPTION ON THIS STATION BY P. A. SMITH GIVES DISTANCE TO R. M.
 HB1749'NO. 2 AS 180 FEET, WHICH MUST BE SLOPE MEASUREMENT.  THERE IS QUITE
 HB1749'A DIFFERENCE IN ELEVATION BETWEEN STATION AND R.M. NO. 2. MEASUREMENT
 HB1749'OF 169.76 FEET IN THIS DESCRIPTION HAS BEEN CORRECTED FOR DIFFERENCE
 HB1749'IN ELEVATION.
 HB1749
 HB1749                          STATION RECOVERY (1962)
 HB1749
 HB1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RGW)
 HB1749'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK HAVE BEEN
 HB1749'RECOVERED AS DESCRIBED.
 HB1749'
 HB1749'REFERENCE MARK NO. 2 HAS PROBABLY BEEN DESTROYED.
 HB1749
 HB1749                          STATION RECOVERY (1970)
 HB1749
 HB1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HB1749'THE STATION MARK, REFERENCE MARK NO. 1 AND THE 1938 AZIMUTH MARK WERE
 HB1749'RECOVERED IN APPARENT GOOD CONDITION. REFERENCE MARK NO. 2 WAS
 HB1749'SEARCHED FOR, BUT IT COULD NOT BE FOUND AND IS THOUGHT DESTROYED BY
 HB1749'ROAD CONSTRUCTION ALONG CROWLEYS RIDGE. A NEW REFERENCE MARK NO.
 HB1749'3 WAS ESTABLISHED. THE 1938 AZIMUTH MARK IS NOW OBSTRUCTED BY A DENSE
 HB1749'STAND OF HARDWOOD TIMBER. NO NEW AZIMUTH MARK WAS ESTABLISHED. THE
 HB1749'STATION WAS OCCUPIED AND THE ANGLES OBSERVED ON THE REFERENCE MARKS
 HB1749'FROM A DISTANT STANDPIPE. IN CHECKING THE HORIZONTAL MEASURED
 HB1749'DISTANCE BETWEEN THE STATION AND REFERENCE MARK NO. 1 A DISTANCE
 HB1749'OF 93.63 FEET WAS OBTAINED AS OPPOSED TO THE 1930 AND 1938
 HB1749'MEASUREMENT OF 93.7 FEET.
 HB1749'
 HB1749'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HB1749'
 HB1749'THE STATION IS LOCATED ON TOP OF A HIGH, HEAVILY TIMBERED KNOLL ON
 HB1749'CROWLEYS RIDGE, ABOUT 10 MILES NORTHEAST OF BLOOMFIELD AND
 HB1749'1.5 MILES SOUTHWEST OF BELL CITY.
 HB1749'
 HB1749'TO REACH THE STATION FROM THE POST OFFICE IN BELL CITY, GO SOUTH AND
 HB1749'WEST ON RELOCATED STATE ROUTE 91 FOR 0.55 OF A MILE TO THE CREST
 HB1749'OF CROWLEYS RIDGE AND A GRAVELED ROAD LEFT ALONG THE RIDGE. HERE TURN
 HB1749'LEFT AND FOLLOW WINDING ROAD SOUTH AND SOUTHWESTERLY ALONG THE
 HB1749'TOP OF THE RIDGE FOR 1.1 MILES TO THE OLD ROAD ON THE RIGHT AND THE
 HB1749'STATION ON THE RIGHT IN WOODS AS DESCRIBED.
 HB1749'
 HB1749'THE STATION IS 89 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HB1749'CLEARING, 83 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 HB1749'ROAD, 40 FEET SOUTH OF THE APPROXIMATE CENTER OF A DIM ROAD LEADING
 HB1749'TO THE CLEARING, 24 FEET WEST OF THE APPROXIMATE CENTER OF THE
 HB1749'OLD GRADED ROAD, 21 FEET NORTHEAST OF A 10-INCH HICKORY TREE, 19 FEET
 HB1749'NORTHWEST OF A 14-INCH OAK TREE, AND 2 FEET WEST OF A METAL WITNESS
 HB1749'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 HB1749'SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS
 HB1749'STAMPED BELL 1930.
 HB1749'
 HB1749'REFERENCE MARK NO. 1 IS 46 FEET SOUTHEAST OF A FENCE ALONG THE EAST
 HB1749'SIDE OF THE CLEARING, 51 FEET NORTH OF THE APPROXIMATE
 HB1749'CENTER OF THE DIM ROAD LEADING TO THE CLEARING, 21 FEET NORTHEAST OF
 HB1749'AN 8-INCH, TWIN TRUNKED OAK TREE, AND 15 FEET WEST OF THE
 HB1749'APPROXIMATE CENTER OF THE OLD GRADED ROAD. IT IS A STANDARD DISK SET
 HB1749'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 HB1749'PROJECTS 2 INCHES AND THE DISK IS STAMPED BELL NO 1 1930.
 HB1749'
 HB1749'REFERENCE MARK NO. 3 IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF
 HB1749'THE DIM ROAD LEADING TO THE CLEARING, 5 FEET SOUTH OF A 10-INCH
 HB1749'OAK TREE, 5 FEET NORTH OF A 14-INCH OAK TREE, AND 1.0 FOOT SOUTHEAST
 HB1749'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 HB1749'THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6
 HB1749'INCHES AND THE DISK IS STAMPED BELL 1930 NO 3 1970.
 HB1749'
 HB1749'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 HB1749'REFERENCE MARK NO. 3 IS 98.00 FEET -29.871 METERS.
 HB1749'
 HB1749'THE AZIMUTH MARK IS ABOUT 400 FEET NORTHWEST OF A GATE LEADING INTO
 HB1749'AN ABANDONED FARM SITE, ABOUT 150 FEET SOUTHWEST OF THE EDGE OF A
 HB1749'SMALL POND, 116 FEET NORTH OF THE NORTHWEST CORNER OF A LARGE BARN, 5
 HB1749'FEET EAST OF A 24-INCH CEDAR TREE AT A FENCE CORNER, AND 1.0
 HB1749'FOOT SOUTH OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK
 HB1749'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND
 HB1749'THE DISK IS STAMPED BELL 1938.
 HB1749'
 HB1749'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST, WEST,
 HB1749'AND SOUTH ALONG CROWLEYS RIDGE ON THE GRAVELED ROAD FOR 0.55 OF A
 HB1749'MILE TO A LARGE WOODEN GATE ON THE RIGHT LEADING INTO AN ABANDONED
 HB1749'FARM SITE. HERE PASS THROUGH THE GATE AND GO WEST ON THE OLD
 HB1749'FARM DRIVE FOR ABOUT 250 FEET TO A LARGE BARN AND THE MARK 116 FEET
 HB1749'NORTH OF THE NORTHWEST CORNER OF THE BARN AS DESCRIBED.
 HB1749'
 HB1749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 1.5 MILES
 HB1749'SOUTHWEST OF BELL CITY.
 HB1749
 HB1749                          STATION RECOVERY (2002)
 HB1749
 HB1749'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1749'THE STATION IS LOCATED IN RESIDENCE YARD. WEST SIDE OF HOUSE. NO
 HB1749'MEASUREMENTS MADE AT THIS TIME DUE TO OWNERS REQUEST OF PRIVACY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1049 ***********************************************************************
 HC1049  DESIGNATION -  BELL MOUNTAIN
 HC1049  PID         -  HC1049
 HC1049  STATE/COUNTY-  MO/IRON
 HC1049  USGS QUAD   -  BANNER (1968)
 HC1049
 HC1049                         *CURRENT SURVEY CONTROL
 HC1049  ___________________________________________________________________
 HC1049* NAD 83(1997)-  37 37 34.22381(N)    090 51 58.31266(W)     ADJUSTED  
 HC1049* NAVD 88     -       519.     (meters)    1703.     (feet)  SCALED    
 HC1049  ___________________________________________________________________
 HC1049  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 HC1049  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HC1049
 HC1049  HORZ ORDER  -  FIRST
 HC1049
 HC1049.The horizontal coordinates were established by classical geodetic methods
 HC1049.and adjusted by the National Geodetic Survey in February 2000..
 HC1049
 HC1049.The orthometric height was scaled from a topographic map.
 HC1049
 HC1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1049
 HC1049.The geoid height was determined by GEOID03.
 HC1049
 HC1049;                    North         East     Units Scale Factor Converg.
 HC1049;SPC MO E     -   199,005.932   217,675.445   MT  0.99994620   -0 13 24.8
 HC1049;UTM  15      - 4,166,480.689   688,300.296   MT  1.00003675   +1 18 11.1
 HC1049
 HC1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1049!SPC MO E     -   0.99992318  x   0.99994620  =   0.99986939
 HC1049!UTM  15      -   0.99992318  x   1.00003675  =   0.99995993
 HC1049
 HC1049:                Primary Azimuth Mark                     Grid Az
 HC1049:SPC MO E     -  BELL MOUNTAIN LOOKOUT TOWER              056 06 13.7
 HC1049:UTM  15      -  BELL MOUNTAIN LOOKOUT TOWER              054 34 37.8
 HC1049
 HC1049|---------------------------------------------------------------------|
 HC1049| PID    Reference Object                     Distance      Geod. Az  |
 HC1049|                                                           dddmmss.s |
 HC1049| HC1047 BELL MOUNTAIN LOOKOUT TOWER         APPROX. 4.6 KM 0555248.9 |
 HC1049| CI2963 BELL MOUNTAIN AZ MK                                1155048.2 |
 HC1049| CI2964 BELL MOUNTAIN RM 1                    8.095 METERS 17807     |
 HC1049| HC0751 OATES LOOKOUT TOWER                 APPROX.19.4 KM 2325550.2 |
 HC1049| HC1050 BELL MTN ABANDONED LOT                5.020 METERS 25201     |
 HC1049| CI2965 BELL MOUNTAIN RM 2                    8.739 METERS 27818     |
 HC1049|---------------------------------------------------------------------|
 HC1049
 HC1049                          SUPERSEDED SURVEY CONTROL
 HC1049
 HC1049  NAD 83(1986)-  37 37 34.23773(N)    090 51 58.31021(W) AD(       ) 1
 HC1049  NAD 27      -  37 37 34.07600(N)    090 51 57.86800(W) AD(       ) 1
 HC1049
 HC1049.Superseded values are not recommended for survey control.
 HC1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1049.See file dsdata.txt to determine how the superseded data were derived.
 HC1049
 HC1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB8830066481(NAD 83)
 HC1049_MARKER: DS = TRIANGULATION STATION DISK
 HC1049_SETTING: 66 = SET IN ROCK OUTCROP
 HC1049
 HC1049  HISTORY     - Date     Condition        Report By
 HC1049  HISTORY     - 1938     MONUMENTED       CGS
 HC1049  HISTORY     - 1939     GOOD             CGS
 HC1049  HISTORY     - 1956     GOOD             CGS
 HC1049  HISTORY     - 19951229 GOOD             MODNR
 HC1049
 HC1049                          STATION DESCRIPTION
 HC1049
 HC1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC1049'STATION IS ON BELL MOUNTAIN, SEC. 30, T. 34 N., R. 2 E., ABOUT
 HC1049'5-1/2 MILES NORTHEAST OF EDGEHILL, AT THE JUNCTION OF STATE
 HC1049'ROUTE 49 AND COUNTY A, ABOUT 13 MILES WEST OF IRONTON, ON THE
 HC1049'HIGHEST POINT IN THE VICINITY, ABOUT 100 YARDS NORTH OF THE SOUTH
 HC1049'SLOPE, 100 YARDS WEST OF THE STEEP SLOPE TO THE EAST, 75 YARDS
 HC1049'EAST OF THE SLOPE TO THE WEST AND 1/4 MILE SOUTH OF THE SLOPE
 HC1049'TO THE NORTH.  HILL IS COVERED WITH A GROWTH OF YOUNG TIMBER
 HC1049'ABOUT 15 FEET HIGH.  MARK IS SET IN A RED GRANITE ROCK
 HC1049'PROJECTING 6 INCHES AND ABOUT 1 FOOT WIDE AND TWO FEET LONG,
 HC1049'STAMPED BELL MT. 1938.  TO REACH FROM CENTERVILLE, GO NORTH
 HC1049'AND EAST ON HIGHWAY NO. 21, FOR 5.3 MILES.  TAKE THE LEFT
 HC1049'FORK AND GO NORTH ON HIGHWAY NO. 49 FOR 9.3 MILES TO
 HC1049'EDGEHILL AND THE JUNCTION WITH COUNTY A, FOLLOW A ABOUT
 HC1049'8.3 MILES TO A FOREST SERVICE ROAD TO THE RIGHT.  THIS
 HC1049'POINT IS 0.5 MILE SOUTH OF THE JUNCTION OF A AND STATE ROUTE
 HC1049'32.  TURN RIGHT AND GO EAST ON THE GRADED FOREST SERVICE
 HC1049'ROAD 2.0 MILES TO A FORK AND A SIGN, THIS WAY TO WADES.  TAKE
 HC1049'RIGHT FORK TOWARDS WADES AND CONTINUE 1.8 MILES TO AN OLD
 HC1049'HOUSE ON RIGHT, TURN RIGHT, PASSING TO THE LEFT OF THE OLD
 HC1049'HOUSE AND FOLLOW AN OLD WOODS ROAD UP THE RIDGE 1.4
 HC1049'MILES TO A FOREST SERVICE FIRE TRAIL TO THE LEFT E1-34-2.
 HC1049'TAKE THE LEFT FORK AND GO SOUTH 0.5 MILE TO THE EAST, TURN
 HC1049'ALONG THE TOP OF THE RIDGE.  PARK HERE AND WALK UP THE
 HC1049'SLOPE TO THE SOUTH ABOUT 1/2 MILE TO THE STATION.  TRUCKS HAVE
 HC1049'BEEN TO THE STATION BUT THE GOING IS VERY BAD.  THE FOREST
 HC1049'SERVICE PLANS TO ESTABLISH A FIRE TOWER NEAR THE STATION AND
 HC1049'BUILD A ROAD TO THE TOP.
 HC1049'
 HC1049'THE SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 HC1049'HOLE IN OUTCROPPING BEDROCK.  REFERENCE
 HC1049'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS.
 HC1049'
 HC1049'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION ABOUT 3/4
 HC1049'MILE, ABOUT 300 YARDS EAST OF THE INTERSECTION OF A LOGGING
 HC1049'ROAD AND THE CREEK IN THE CANYON.  THE MARK IS CEMENTED IN A HOLE
 HC1049'IN RED GRANITE ROCK WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND
 HC1049'AND ON THE SLOPE OF THE HILL IN A SMALL CLEARING.  A 5-FOOT
 HC1049'STAND IS NEEDED AT THE STATION TO CLEAR THE RIDGE ON WHICH THE
 HC1049'STATION IS LOCATED AND SEE THE AZIMUTH MARK ON THE SLOPE ACROSS
 HC1049'THE CANYON.  THE TIMBER AT THE STATION WAS CLEARED TO SEE THE
 HC1049'AZIMUTH.
 HC1049'
 HC1049'REFERENCE MARK NO. 1 IS 8.095 METERS SOUTH OF STATION, CEMENTED
 HC1049'IN A RED GRANITE ROCK 1 FOOT IN DIAMETER AND PROJECTING 1 FOOT,
 HC1049'STAMPED BELL MT. NO. 1 1938.
 HC1049'
 HC1049'REFERENCE MARK NO. 2 IS 8.740 METERS WEST-NORTHWEST OF STATION,
 HC1049'CEMENTED IN A RED GRANITE ROCK 1 FOOT IN DIAMETER AND PROJECTING
 HC1049'3 INCHES, STAMPED BELL MT. NO. 2 1938.
 HC1049'
 HC1049'A 15-FOOT STAND IS NEEDED TO CLEAR THE TIMBER SURROUNDING THE
 HC1049'STATION.
 HC1049'
 HC1049'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 HC1049
 HC1049                          STATION RECOVERY (1939)
 HC1049
 HC1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC1049'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN
 HC1049'GOOD CONDITION.  ALL 1939 VALUES WERE CHECKED IN THE FIELD.
 HC1049'
 HC1049'THE STATION IS LOCATED ON THE HIGHEST PART OF BELL MOUNTAIN, A
 HC1049'HIGH PROMINENT TIMBERED MOUNTAIN WHICH LIES APPROXIMATELY
 HC1049'5-1/2 MILES NORTHEAST OF THE EDGEHILL POST OFFICE AND 13 MILES
 HC1049'WEST OF IRONTON, AND WHICH IS A PROPOSED FOREST SERVICE LOOKOUT
 HC1049'TOWER SITE, IN A SCRUB-TIMBER AREA ABOUT 75 YARDS WEST OF THE
 HC1049'ROCK CLIFF AT THE EAST EDGE OF THE MOUNTAIN, ABOUT 50 YARDS EAST
 HC1049'OF THE WEST SLOPE OF THE MOUNTAIN, AND ABOUT 200 YARDS SOUTH OF
 HC1049'A BARREN ROCK AREA.  THE MARK, NOTE 2, IS IN OUTCROPPING BEDROCK
 HC1049'APPROXIMATELY 1-1/2 FEET BY 3 FEET, AND PROJECTS 6 INCHES
 HC1049'ABOVE THE GROUND.  THE MARK IS STAMPED BELL MT 1938.
 HC1049'
 HC1049'TO REACH THE STATION FROM EDGEHILL, AT THE JUNCTION OF MISSOURI
 HC1049'HIGHWAY NO. 49 AND COUNTY HIGHWAY A, GO NORTHEAST ON HIGHWAY
 HC1049'A FOR 8.3 MILES TO A GRADED FOREST SERVICE ROAD TO THE RIGHT,
 HC1049'EAST, WHICH IS 0.45 MILE SOUTH OF THE JUNCTION OF HIGHWAYS
 HC1049'NO. 32 AND A, TURN RIGHT AND GO EAST FOR 2.0 MILES TO A FORK
 HC1049'AND A SIGN THIS WAY TO WADES, TAKE THE RIGHT FORK TOWARDS WADES
 HC1049'AND GO 1.8 MILES TO AN OLD HOUSE AT THE RIGHT, TURN RIGHT,
 HC1049'PASSING TO THE LEFT OF THE OLD HOUSE, AND FOLLOW A WOODS ROAD UP
 HC1049'A RIDGE FOR 1.4 MILES TO FOREST SERVICE FIRE TRAIL NO. E1-34-2
 HC1049'TO THE LEFT, TURN LEFT AND FOLLOW THIS TRAIL FOR 0.5 MILE TO
 HC1049'THE END OF TRUCK TRAVEL.  FROM HERE THE STATION IS
 HC1049'APPROXIMATELY 0.5 MILE SOUTH ON THE HIGHEST POINT OF THE
 HC1049'MOUNTAIN.
 HC1049'
 HC1049'REFERENCE MARK NO. 1 IS 8.096 METERS, 26.56 FEET, SOUTH OF
 HC1049'THE STATION.  THE MARK IS IN OUTCROPPING BEDROCK
 HC1049'ABOUT 1 FOOT IN DIAMETER AND PROJECTING 3 INCHES ABOVE THE
 HC1049'GROUND, AND IS STAMPED BELL MT NO 1 1938.
 HC1049'
 HC1049'REFERENCE MARK NO. 2 IS 8.738 METERS, 28.67 FEET WEST OF THE
 HC1049'STATION.  THE MARK IS IN OUTCROPPING BEDROCK ABOUT
 HC1049'1 FOOT IN DIAMETER AND PROJECTING ABOUT 1 INCH ABOVE THE GROUND,
 HC1049'AND IS STAMPED BELL MT NO 2 1938.
 HC1049'
 HC1049'THE AZIMUTH MARK IS APPROXIMATELY 0.65 MILE EAST OF THE STATION,
 HC1049'ACROSS A VALLEY AND HALF WAY UP THE SIDE OF A SMALL MOUNTAIN
 HC1049'TO THE EAST, 100 FEET NORTH OF A THREE-FOOT ROCK CAIRN WITH A
 HC1049'SHELL OIL CAN IN IT.  THE MARK IS IN OUTCROPPING
 HC1049'BEDROCK WHICH PROJECTS 3 INCHES, AND IS STAMPED BELL MT 1938.
 HC1049'TO REACH THE MARK FROM THE STATION, GO DOWN THE EAST SIDE OF
 HC1049'BELL MOUNTAIN TO ITS BASE, THEN GO APPROXIMATELY HALF WAY UP
 HC1049'THE SMALL MOUNTAIN TO THE EAST TO THE ROCK CAIRN AND THE MARK.
 HC1049'
 HC1049'A 25-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 HC1049
 HC1049                          STATION RECOVERY (1956)
 HC1049
 HC1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1049'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS
 HC1049'WERE FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH
 HC1049'WAS THOROUGHLY SEARCHED FOR BUT NOT RECOVERED.  A COMPLETE
 HC1049'DESCRIPTION FOLLOWS.
 HC1049'
 HC1049'THE STATION IS LOCATED AIRLINE, ABOUT 5-1/2 MILES NORTHEAST OF
 HC1049'EDGEHILL AND ABOUT 13 MILES WEST OF PILOT KNOB ON THE HIGHEST
 HC1049'POINT OF BELL MOUNTAIN.
 HC1049'
 HC1049'THE STATION IS A STANDARD DISK STAMPED BELL MT 1938 SET IN A
 HC1049'DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS ABOUT 6
 HC1049'INCHES ABOVE THE GROUND.  IT IS ABOUT 225 FEET WEST OF A ROCK
 HC1049'CLIFF ON THE EAST EDGE OF THE MOUNTAIN.
 HC1049'
 HC1049'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BELL MT
 HC1049'NO 1 1938 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 HC1049'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT 10 INCHES
 HC1049'LOWER THAN THE STATION.
 HC1049'
 HC1049'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BELL MT
 HC1049'NO 2 1938 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 HC1049'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT 6
 HC1049'INCHES HIGHER THAN THE STATION.  IT IS 9 FEET WEST OF THE
 HC1049'NORTHWEST LEG OF THE LOOKOUT TOWER.
 HC1049'
 HC1049'THE FOREST SERVICE LOOKOUT TOWER WHICH IS NEAR THE STATION IS A
 HC1049'10-FOOT SQUARE WOODEN PLATFORM SET ON TOP OF A 10-FOOT SQUARE
 HC1049'STEEL TOWER WHICH IS ABOUT 30 FEET HIGH.  THIS TOWER IS NOW
 HC1049'ABANDONED AND THE PLATFORM HAS ABOUT ROTTED AWAY.  THE CENTER
 HC1049'OF THE TOWER WAS THE POINT OF INTERSECTION.
 HC1049'
 HC1049'TO REACH THE STATION FROM THE POST OFFICE IN BANNER, GO WESTERLY
 HC1049'ON STATE HIGHWAY 32 FOR 2.1 MILES, TURN LEFT OFF THE HIGHWAY
 HC1049'AND FOLLOW COUNTY ROUTE A SOUTHWESTERLY FOR 0.45 MILE, TURN
 HC1049'LEFT OFF COUNTY ROUTE A AND FOLLOW THE DIRT SIDE ROAD
 HC1049'SOUTHEASTERLY FOR 1.8 MILES, TAKE THE RIGHT FORK JUST AFTER
 HC1049'PASSING A REVERSE Y FORK AND FOLLOW THE TRACK ROAD DOWNHILL
 HC1049'SOUTHERLY FOR 1.5 MILES TO A SAWMILL ON THE RIGHT.  TURN RIGHT
 HC1049'ON A TRACK ROAD THAT PASSES THROUGH THE SMALL SAWMILL AND
 HC1049'GO WESTERLY UPHILL FOR 1.2 MILES, TAKE THE LEFT FORK AND GO
 HC1049'SOUTHERLY TO THE TOP OF THE RIDGE, THEN DOWNHILL, THEN UP
 HC1049'THE HILL THAT THE STATION IS ON FOR 1.3 MILE TO THE HIGHEST
 HC1049'POINT OF THE MOUNTAIN, THE FOREST SERVICE LOOKOUT TOWER AND
 HC1049'THE STATION.
 HC1049
 HC1049                          STATION RECOVERY (1995)
 HC1049
 HC1049'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (CLM)
 HC1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1047 ***********************************************************************
 HC1047  DESIGNATION -  BELL MOUNTAIN LOOKOUT TOWER
 HC1047  PID         -  HC1047
 HC1047  STATE/COUNTY-  MO/IRON
 HC1047  USGS QUAD   -  BANNER (1968)
 HC1047
 HC1047                         *CURRENT SURVEY CONTROL
 HC1047  ___________________________________________________________________
 HC1047* NAD 83(1997)-  37 38 58.65652(N)    090 49 21.53292(W)     ADJUSTED  
 HC1047* NAVD 88     -                                                        
 HC1047  ___________________________________________________________________
 HC1047  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 HC1047  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HC1047
 HC1047  HORZ ORDER  -  THIRD
 HC1047
 HC1047.The horizontal coordinates were established by classical geodetic methods
 HC1047.and adjusted by the National Geodetic Survey in February 2000..
 HC1047
 HC1047
 HC1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1047
 HC1047.The geoid height was determined by GEOID03.
 HC1047
 HC1047;                    North         East     Units Scale Factor Converg.
 HC1047;SPC MO E     -   201,594.759   221,528.591   MT  0.99994331   -0 11 49.5
 HC1047;UTM  15      - 4,169,171.552   692,083.464   MT  1.00005448   +1 19 49.4
 HC1047
 HC1047                          SUPERSEDED SURVEY CONTROL
 HC1047
 HC1047  NAD 83(1986)-  37 38 58.67070(N)    090 49 21.52977(W) AD(       ) 4
 HC1047  NAD 27      -  37 38 58.50700(N)    090 49 21.09900(W) AD(       ) 3
 HC1047
 HC1047.Superseded values are not recommended for survey control.
 HC1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1047.See file dsdata.txt to determine how the superseded data were derived.
 HC1047
 HC1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB9208369172(NAD 83)
 HC1047_MARKER: 57 = LOOKOUT TOWER
 HC1047
 HC1047  HISTORY     - Date     Condition        Report By
 HC1047  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC1047
 HC1047                          STATION DESCRIPTION
 HC1047
 HC1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1047'THE STATION IS LOCATED ABOUT 5 MILES AIRLINE SOUTHWEST OF
 HC1047'BELLEVIEW, ABOUT 3 MILES EAST SOUTHEAST OF BANNER IN THE CLARK
 HC1047'NATIONAL FOREST.
 HC1047'
 HC1047'THE TOWER IS OF STEEL CONSTRUCTION, ABOUT 50- FEET HIGH, WITH A 4
 HC1047'FOOT SQUARE CROWS NEST ON TOP.  THE CENTER OF THE CROWS NEST
 HC1047'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1050 ***********************************************************************
 HC1050  DESIGNATION -  BELL MTN ABANDONED LOT
 HC1050  PID         -  HC1050
 HC1050  STATE/COUNTY-  MO/IRON
 HC1050  USGS QUAD   -  BANNER (1968)
 HC1050
 HC1050                         *CURRENT SURVEY CONTROL
 HC1050  ___________________________________________________________________
 HC1050* NAD 83(1997)-  37 37 34.17355(N)    090 51 58.50739(W)     ADJUSTED  
 HC1050* NAVD 88     -       519.     (meters)    1703.     (feet)  SCALED    
 HC1050  ___________________________________________________________________
 HC1050  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 HC1050  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HC1050
 HC1050  HORZ ORDER  -  THIRD
 HC1050
 HC1050.The horizontal coordinates were established by classical geodetic methods
 HC1050.and adjusted by the National Geodetic Survey in February 2000..
 HC1050
 HC1050.The orthometric height was scaled from a topographic map.
 HC1050
 HC1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1050
 HC1050.The geoid height was determined by GEOID03.
 HC1050
 HC1050;                    North         East     Units Scale Factor Converg.
 HC1050;SPC MO E     -   199,004.401   217,670.664   MT  0.99994620   -0 13 25.0
 HC1050;UTM  15      - 4,166,479.031   688,295.557   MT  1.00003673   +1 18 11.0
 HC1050
 HC1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1050!SPC MO E     -   0.99992318  x   0.99994620  =   0.99986939
 HC1050!UTM  15      -   0.99992318  x   1.00003673  =   0.99995991
 HC1050
 HC1050                          SUPERSEDED SURVEY CONTROL
 HC1050
 HC1050  NAD 83(1986)-  37 37 34.18747(N)    090 51 58.50494(W) AD(       ) 4
 HC1050  NAD 27      -  37 37 34.03000(N)    090 51 58.06000(W) AD(       ) 3
 HC1050
 HC1050.Superseded values are not recommended for survey control.
 HC1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1050.See file dsdata.txt to determine how the superseded data were derived.
 HC1050
 HC1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB8829666479(NAD 83)
 HC1050_MARKER: 57 = LOOKOUT TOWER
 HC1050
 HC1050  HISTORY     - Date     Condition        Report By
 HC1050  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC1050
 HC1050                          STATION DESCRIPTION
 HC1050
 HC1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1050'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE EAST SOUTHEAST
 HC1050'OF BIXBY, 8 MILES AIRLINE SOUTHWEST OF BELLEVIEW ON THE HIGHEST
 HC1050'PART OF BELL MOUNTAIN.
 HC1050'
 HC1050'THE TOWER IS OF STEEL CONSTRUCTION, ABOUT 50 FEET HIGH, WITH
 HC1050'A WOODEN PLATFORM ON TOP.  THE CENTER OF THE TOWER WAS TRAVERSED
 HC1050'TO.  IT IS 16.470 FEET, 5.020 METERS WEST SOUTHWEST OF
 HC1050'TRIANGULATION STATION BELL MT.  THE TOWER IS ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1502 ***********************************************************************
 JC1502  DESIGNATION -  BELLE
 JC1502  PID         -  JC1502
 JC1502  STATE/COUNTY-  MO/OSAGE
 JC1502  USGS QUAD   -  BELLE (1981)
 JC1502
 JC1502                         *CURRENT SURVEY CONTROL
 JC1502  ___________________________________________________________________
 JC1502* NAD 83(1997)-  38 17 27.49113(N)    091 42 23.45810(W)     ADJUSTED  
 JC1502* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 JC1502  ___________________________________________________________________
 JC1502  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 JC1502  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JC1502
 JC1502  HORZ ORDER  -  SECOND
 JC1502
 JC1502.The horizontal coordinates were established by classical geodetic methods
 JC1502.and adjusted by the National Geodetic Survey in February 2000..
 JC1502
 JC1502.The orthometric height was scaled from a topographic map.
 JC1502
 JC1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1502
 JC1502.The geoid height was determined by GEOID03.
 JC1502
 JC1502;                    North         East     Units Scale Factor Converg.
 JC1502;SPC MO C     -   273,025.342   569,413.264   MT  0.99999265   +0 29 30.1
 JC1502;SPC MO E     -   273,416.161   144,454.001   MT  1.00007048   -0 44 51.7
 JC1502;UTM  15      - 4,238,890.793   613,116.505   MT  0.99975758   +0 48 05.8
 JC1502
 JC1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1502!SPC MO C     -   0.99995423  x   0.99999265  =   0.99994688
 JC1502!SPC MO E     -   0.99995423  x   1.00007048  =   1.00002470
 JC1502!UTM  15      -   0.99995423  x   0.99975758  =   0.99971182
 JC1502
 JC1502:                Primary Azimuth Mark                     Grid Az
 JC1502:SPC MO C     -  BELLE AZ MK                              066 57 37.7
 JC1502:SPC MO E     -  BELLE AZ MK                              068 11 59.5
 JC1502:UTM  15      -  BELLE AZ MK                              066 39 02.0
 JC1502
 JC1502|---------------------------------------------------------------------|
 JC1502| PID    Reference Object                     Distance      Geod. Az  |
 JC1502|                                                           dddmmss.s |
 JC1502| CN5654 BELLE AZ MK                                        0672707.8 |
 JC1502| CN5655 BELLE RM 1                           34.543 METERS 06739     |
 JC1502| JC1499 OWENSVILLE GEN CHEMICAL CO TK       APPROX.17.6 KM 0714447.3 |
 JC1502| JC1501 BLAND MUNICIPAL TANK                APPROX. 6.4 KM 0770719.0 |
 JC1502| JC1504 BLAND INTL SHOE CO TANK             APPROX. 6.8 KM 0790119.4 |
 JC1502| CN5656 BELLE RM 2                           34.747 METERS 15616     |
 JC1502| JC1503 BELLE MUNICIPAL TANK                APPROX. 1.3 KM 2490816.5 |
 JC1502|---------------------------------------------------------------------|
 JC1502
 JC1502                          SUPERSEDED SURVEY CONTROL
 JC1502
 JC1502  NAD 83(1986)-  38 17 27.50490(N)    091 42 23.45860(W) AD(       ) 2
 JC1502  NAD 27      -  38 17 27.34200(N)    091 42 22.86900(W) AD(       ) 2
 JC1502
 JC1502.Superseded values are not recommended for survey control.
 JC1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1502.See file dsdata.txt to determine how the superseded data were derived.
 JC1502
 JC1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC1311738891(NAD 83)
 JC1502_MARKER: DS = TRIANGULATION STATION DISK
 JC1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1502
 JC1502  HISTORY     - Date     Condition        Report By
 JC1502  HISTORY     - 1947     MONUMENTED       CGS
 JC1502  HISTORY     - 1962     GOOD             USGS
 JC1502  HISTORY     - 1971     GOOD             NGS
 JC1502
 JC1502                          STATION DESCRIPTION
 JC1502
 JC1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1502'THE STATION IS LOCATED ABOUT 1 MILE EAST-NORTHEAST OF BELLE AND
 JC1502'1/4 MILE NORTH OF THE OSAGE-MARIES COUNTY LINE, IN SOUTHEAST
 JC1502'1/4 SEC. 16 T. 41 N., R. 7 W., ON RIGHT-OF-WAY OF THE ROCK
 JC1502'ISLAND RAILROAD COMPANY.  IT IS 32.7 FEET SOUTHEAST OF SOUTHEAST
 JC1502'RAIL OF THE RAILROAD TRACK AND 6.2 FEET EAST OF A WHITE WITNESS
 JC1502'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BELLE
 JC1502'1947.
 JC1502'
 JC1502'REFERENCE MARK NO. 1 IS 113.33 FEET NORTHEAST OF THE STATION,
 JC1502'51 FEET NORTHWEST OF HIGHWAY 28 AND 38 FEET SOUTHEAST OF
 JC1502'SOUTHEAST RAIL OF RAILROAD TRACK.  THE MARK PROJECTS ABOUT 5
 JC1502'INCHES AND THE DISK IS STAMPED BELLE NO 1 1947.
 JC1502'
 JC1502'REFERENCE MARK NO. 2 IS 114.00 FEET NORTHWEST OF STATION, 59
 JC1502'FEET NORTHWEST OF CENTERLINE OF HIGHWAY 28 AND 1.5 NORTHWEST
 JC1502'OF FENCELINE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JC1502'BELLE NO 2 1947.
 JC1502'
 JC1502'AZIMUTH MARK IS APPROX. 0.02 MILE NORTHEAST OF STATION, 57.5
 JC1502'FEET EAST-SOUTHEAST OF HIGHWAY 28, 3.5 FEET WEST-NORTHWEST
 JC1502'OF FENCELINE, 2.9 FEET NORTH-NORTHWEST OF WHITE WITNESS POST
 JC1502'AND 2.8 FEET WEST OF TELEPHONE POLE.  THE MARK PROJECTS ABOUT
 JC1502'8 INCHES AND THE DISK IS STAMPED BELLE 1947.
 JC1502'
 JC1502'TO REACH THE STATION FROM JUNCTION STATE ROUTE 28 AND STATE
 JC1502'ROUTE 89 IN SOUTH EDGE OF BELLE, GO EASTERLY ON ROUTE 28 FOR
 JC1502'0.9 MILE TO STATION ON LEFT AND STATION AS DESCRIBED.
 JC1502'
 JC1502'TO REACH AZIMUTH CONTINUE ON ROUTE 28 FOR 0.2 MILE TO MARK ON
 JC1502'RIGHT SIDE OF ROAD IN FENCE LINE.
 JC1502'
 JC1502'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JC1502
 JC1502                          STATION RECOVERY (1962)
 JC1502
 JC1502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (CNC)
 JC1502'REVISED DESCRIPTION AS FOLLOWS-
 JC1502'
 JC1502'REFERENCE MARK NO. 2- DELETE 114.00 FT NW OF STATION, 59 FT
 JC1502'NW OF THE CENTER OF HWY. AND ADD 114.00 FT. SE OF STATION,
 JC1502'59 FT. SE OF THE CENTER OF HWY.
 JC1502'
 JC1502'AZIMUTH MARK- DELETE APPROXIMATELY 0.02 MI. NE OF STATION AND
 JC1502'ADD APPROXIMATELY 0.50 MI. NE OF STATION.
 JC1502
 JC1502                          STATION RECOVERY (1971)
 JC1502
 JC1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1502'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JC1502'THE AZIMUTH MARK WERE RECOVERED AND DESCRIBED WITH THE REVISED
 JC1502'DESCRIPTION WRITTEN IN 1962.  THE TO REACH WAS FOUND ADEQUATE.
 JC1502'
 JC1502'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION AND 1 FOOT NORTH OF A
 JC1502'T-FENCE CORNER POST.
 JC1502'
 JC1502'THE AZIMUTH MARK IS 51 FEET EAST-NORTHEAST OF A CORNER FENCE POST,
 JC1502'57.5 FEET EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 28, 1 FOOT
 JC1502'WEST OF A METAL WITNESS POST, 3 FEET WEST OF A POWERLINE POLE WITH
 JC1502'A GUY, AND PROJECTS 3 INCHES.
 JC1502'
 JC1502'A METAL WITNESS POST WAS SET 1 FOOT SOUTHWEST OF THE STATION.
 JC1502'
 JC1502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 JC1502'EAST-NORTHEAST OF BELLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1503 ***********************************************************************
 JC1503  DESIGNATION -  BELLE MUNICIPAL TANK
 JC1503  PID         -  JC1503
 JC1503  STATE/COUNTY-  MO/MARIES
 JC1503  USGS QUAD   -  BELLE (1981)
 JC1503
 JC1503                         *CURRENT SURVEY CONTROL
 JC1503  ___________________________________________________________________
 JC1503* NAD 83(1997)-  38 17 12.84399(N)    091 43 12.21110(W)     ADJUSTED  
 JC1503* NAVD 88     -                                                        
 JC1503  ___________________________________________________________________
 JC1503  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 JC1503  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JC1503
 JC1503  HORZ ORDER  -  THIRD
 JC1503
 JC1503.The horizontal coordinates were established by classical geodetic methods
 JC1503.and adjusted by the National Geodetic Survey in February 2000..
 JC1503
 JC1503
 JC1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1503
 JC1503.The geoid height was determined by GEOID03.
 JC1503
 JC1503;                    North         East     Units Scale Factor Converg.
 JC1503;SPC MO C     -   272,563.654   568,232.370   MT  0.99999065   +0 28 59.8
 JC1503;SPC MO E     -   272,980.087   143,263.302   MT  1.00007359   -0 45 21.7
 JC1503;UTM  15      - 4,238,422.835   611,938.403   MT  0.99975431   +0 47 35.3
 JC1503
 JC1503                          SUPERSEDED SURVEY CONTROL
 JC1503
 JC1503  NAD 83(1986)-  38 17 12.85822(N)    091 43 12.21106(W) AD(       ) 4
 JC1503  NAD 27      -  38 17 12.69300(N)    091 43 11.62800(W) AD(       ) 3
 JC1503
 JC1503.Superseded values are not recommended for survey control.
 JC1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1503.See file dsdata.txt to determine how the superseded data were derived.
 JC1503
 JC1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC1193838423(NAD 83)
 JC1503_MARKER: 53 = ELEVATED TANK
 JC1503
 JC1503  HISTORY     - Date     Condition        Report By
 JC1503  HISTORY     - 1947     FIRST OBSERVED   CGS
 JC1503
 JC1503                          STATION DESCRIPTION
 JC1503
 JC1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1503'THE STATION IS LOCATED IN THE SMALL TOWN OF BELLE, 1 BLOCK
 JC1503'NORTH OF THE RAILROAD TRACKS, AND 1 BLOCK EAST OF MAIN STREET.
 JC1503'IT IS A 4 LEGGED STEEL STRUCTURE, 29 FEET SQUARE AT THE BASE AND
 JC1503'APPROXIMATELY 125 FEET HIGH.  IT IS SILVER IN COLOR.
 JC1503'
 JC1503'THE POINT INTERSECTED WAS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1038 ***********************************************************************
 HC1038  DESIGNATION -  BELLEVIEW
 HC1038  PID         -  HC1038
 HC1038  STATE/COUNTY-  MO/WASHINGTON
 HC1038  USGS QUAD   -  IRONDALE (1982)
 HC1038
 HC1038                         *CURRENT SURVEY CONTROL
 HC1038  ___________________________________________________________________
 HC1038* NAD 83(1997)-  37 46 51.56408(N)    090 42 38.55155(W)     ADJUSTED  
 HC1038* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 HC1038  ___________________________________________________________________
 HC1038  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 HC1038  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 HC1038
 HC1038  HORZ ORDER  -  SECOND
 HC1038
 HC1038.The horizontal coordinates were established by classical geodetic methods
 HC1038.and adjusted by the National Geodetic Survey in February 2000..
 HC1038
 HC1038.The orthometric height was scaled from a topographic map.
 HC1038
 HC1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1038
 HC1038.The geoid height was determined by GEOID03.
 HC1038
 HC1038;                    North         East     Units Scale Factor Converg.
 HC1038;SPC MO E     -   216,145.876   231,439.254   MT  0.99993757   -0 07 44.7
 HC1038;UTM  15      - 4,183,984.094   701,603.435   MT  1.00010063   +1 24 10.8
 HC1038
 HC1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1038!SPC MO E     -   0.99995094  x   0.99993757  =   0.99988852
 HC1038!UTM  15      -   0.99995094  x   1.00010063  =   1.00005157
 HC1038
 HC1038|---------------------------------------------------------------------|
 HC1038| PID    Reference Object                     Distance      Geod. Az  |
 HC1038|                                                           dddmmss.s |
 HC1038| CI2970 BELLEVIEW RM 1                       26.280 METERS 01646     |
 HC1038| CI2969 BELLEVIEW AZ MK                                    0484750.0 |
 HC1038| CI2971 BELLEVIEW RM 2                       20.216 METERS 09154     |
 HC1038|---------------------------------------------------------------------|
 HC1038
 HC1038                          SUPERSEDED SURVEY CONTROL
 HC1038
 HC1038  NAD 83(1997)-  37 46 51.57461(N)    090 42 38.54956(W) AD(       ) 2
 HC1038  NAD 83(1986)-  37 46 51.57754(N)    090 42 38.54929(W) AD(       ) 2
 HC1038  NAD 27      -  37 46 51.39900(N)    090 42 38.08900(W) AD(       ) 2
 HC1038
 HC1038.Superseded values are not recommended for survey control.
 HC1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1038.See file dsdata.txt to determine how the superseded data were derived.
 HC1038
 HC1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB0160383984(NAD 83)
 HC1038_MARKER: DS = TRIANGULATION STATION DISK
 HC1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1038
 HC1038  HISTORY     - Date     Condition        Report By
 HC1038  HISTORY     - 1956     MONUMENTED       CGS
 HC1038  HISTORY     - 20010308 MARK NOT FOUND   INDIV
 HC1038
 HC1038                          STATION DESCRIPTION
 HC1038
 HC1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1038'THE STATION IS LOCATED AIRLINE, ABOUT 3-1/2 MILES EAST-NORTHEAST
 HC1038'OF CALEDONIA AND ABOUT 6-1/2 MILES NORTH OF BELLEVIEW ALONG
 HC1038'THE SOUTH SIDE OF A Y FORK IN THE ROAD.
 HC1038'
 HC1038'THE STATION IS A STANDARD DISK STAMPED BELLEVIEW 1956 SET IN
 HC1038'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HC1038'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 60 FEET SOUTH OF THE
 HC1038'CENTER LINE OF THE ROAD FORK.
 HC1038'
 HC1038'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BELLEVIEW
 HC1038'NO 1 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HC1038'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 3 FEET
 HC1038'LOWER THAN THE STATION.  IT IS 40 FEET WEST OF THE CENTER LINE
 HC1038'OF THE ROAD FORK.
 HC1038'
 HC1038'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BELLEVIEW
 HC1038'NO 2 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HC1038'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 HC1038'ELEVATION AS THE STATION.  IT IS 23 FEET EAST OF THE CENTER LINE
 HC1038'OF THE ROAD.
 HC1038'
 HC1038'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELLEVIEW 1956
 HC1038'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HC1038'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 20 FEET WEST OF THE
 HC1038'CENTER LINE OF THE ROAD AND 4 FEET WEST OF A SMALL CEDAR TREE
 HC1038'WITH A TRIANGULAR BLAZE.
 HC1038'
 HC1038'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 HC1038'ON THE GRAVELED ROAD FOR 0.3 MILE TO A SMALL CEDAR TREE WITH
 HC1038'A TRIANGULAR BLAZE ON THE LEFT, WEST SIDE OF THE ROAD AND
 HC1038'THE AZIMUTH MARK.
 HC1038'
 HC1038'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND
 HC1038'32 IN THE NORTH EDGE OF CALEDONIA, GO EASTERLY ON STATE HIGHWAY
 HC1038'32 FOR 0.95 MILE, TURN LEFT OFF THE HIGHWAY AND FOLLOW A
 HC1038'GRAVELED SIDE ROAD NORTHEASTERLY FOR 0.75 MILE, TAKE THE RIGHT
 HC1038'FORK, MAIN ROAD AND GO NORTHEASTERLY FOR 0.3 MILE, CROSS OVER
 HC1038'THE STEEL BRIDGE, TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD
 HC1038'EAST-NORTHEASTERLY FOR 1.9 MILES TO A REVERSE Y FORK AND THE
 HC1038'STATION.
 HC1038
 HC1038                          STATION RECOVERY (2001)
 HC1038
 HC1038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (BJF)
 HC1038'RM 1 AND RM 2 NOT FOUND EITHER.  LOCAL WITNESS TESTIMONY IS THAT
 HC1038'CURRENT LAND OWNER HAS DESTROYED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0688 ***********************************************************************
 GD0688  DESIGNATION -  BELMONT BOLT
 GD0688  PID         -  GD0688
 GD0688  STATE/COUNTY-  MO/MISSISSIPPI
 GD0688  USGS QUAD   -  ARLINGTON (1982)
 GD0688
 GD0688                         *CURRENT SURVEY CONTROL
 GD0688  ___________________________________________________________________
 GD0688* NAD 83(1986)-  36 46 04.     (N)    089 07 23.     (W)     SCALED    
 GD0688* NAVD 88     -        92.497  (meters)     303.47   (feet)  ADJUSTED  
 GD0688  ___________________________________________________________________
 GD0688  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0688  DYNAMIC HT  -          92.426 (meters)     303.23  (feet)  COMP
 GD0688  MODELED GRAV-     979,863.5   (mgal)                       NAVD 88
 GD0688
 GD0688  VERT ORDER  -  SECOND    CLASS 0
 GD0688
 GD0688.The horizontal coordinates were scaled from a topographic map and have
 GD0688.an estimated accuracy of +/- 6 seconds.
 GD0688
 GD0688.The orthometric height was determined by differential leveling
 GD0688.and adjusted by the National Geodetic Survey in June 1991..
 GD0688
 GD0688.The geoid height was determined by GEOID03.
 GD0688
 GD0688.The dynamic height is computed by dividing the NAVD 88
 GD0688.geopotential number by the normal gravity value computed on the
 GD0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0688.degrees latitude (g = 980.6199 gals.).
 GD0688
 GD0688.The modeled gravity was interpolated from observed gravity values.
 GD0688
 GD0688;                    North         East    Units  Estimated Accuracy
 GD0688;SPC MO E     -   104,570.      372,930.      MT  (+/- 180 meters Scaled)
 GD0688
 GD0688                          SUPERSEDED SURVEY CONTROL
 GD0688
 GD0688  NGVD 29 (??/??/??)   92.406  (m)          303.17   (f) ADJUSTED    2 0
 GD0688
 GD0688.Superseded values are not recommended for survey control.
 GD0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0688.See file dsdata.txt to determine how the superseded data were derived.
 GD0688
 GD0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF105712(NAD 83)
 GD0688_MARKER: B = BOLT
 GD0688_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0688_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0688
 GD0688  HISTORY     - Date     Condition        Report By
 GD0688  HISTORY     - UNK      MONUMENTED       MRC
 GD0688  HISTORY     - 1943     GOOD             CGS
 GD0688
 GD0688                          STATION DESCRIPTION
 GD0688
 GD0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0688'AT BELMONT.
 GD0688'AT BELMONT, MISSISSIPPI COUNTY, 0.1 MILE NORTH OF THE
 GD0688'SCHOOL BUILDING, 145 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 GD0688'73 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 5.5
 GD0688'FEET NORTHWEST OF A BLAZED 40-INCH SYCAMORE TREE (THE FIFTH IN A
 GD0688'ROW OF FIVE LARGE SYCAMORES), 3 FEET WEST OF A WHITE WOODEN WITNESS
 GD0688'POST, AND ABOUT ONE FOOT LOWER THAN THE ROAD.  A COPPER BOLT LEADED
 GD0688'IN THE TOP OF A TILE 4.5 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0687 ***********************************************************************
 GD0687  DESIGNATION -  BELMONT CAP
 GD0687  PID         -  GD0687
 GD0687  STATE/COUNTY-  MO/MISSISSIPPI
 GD0687  USGS QUAD   -  ARLINGTON (1982)
 GD0687
 GD0687                         *CURRENT SURVEY CONTROL
 GD0687  ___________________________________________________________________
 GD0687* NAD 83(1986)-  36 46 04.     (N)    089 07 23.     (W)     SCALED    
 GD0687* NAVD 88     -        93.708  (meters)     307.44   (feet)  ADJUSTED  
 GD0687  ___________________________________________________________________
 GD0687  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GD0687  DYNAMIC HT  -          93.636 (meters)     307.20  (feet)  COMP
 GD0687  MODELED GRAV-     979,863.5   (mgal)                       NAVD 88
 GD0687
 GD0687  VERT ORDER  -  SECOND    CLASS 0
 GD0687
 GD0687.The horizontal coordinates were scaled from a topographic map and have
 GD0687.an estimated accuracy of +/- 6 seconds.
 GD0687
 GD0687.The orthometric height was determined by differential leveling
 GD0687.and adjusted by the National Geodetic Survey in June 1991..
 GD0687
 GD0687.The geoid height was determined by GEOID03.
 GD0687
 GD0687.The dynamic height is computed by dividing the NAVD 88
 GD0687.geopotential number by the normal gravity value computed on the
 GD0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0687.degrees latitude (g = 980.6199 gals.).
 GD0687
 GD0687.The modeled gravity was interpolated from observed gravity values.
 GD0687
 GD0687;                    North         East    Units  Estimated Accuracy
 GD0687;SPC MO E     -   104,570.      372,930.      MT  (+/- 180 meters Scaled)
 GD0687
 GD0687                          SUPERSEDED SURVEY CONTROL
 GD0687
 GD0687  NGVD 29 (??/??/??)   93.617  (m)          307.14   (f) ADJUSTED    2 0
 GD0687
 GD0687.Superseded values are not recommended for survey control.
 GD0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0687.See file dsdata.txt to determine how the superseded data were derived.
 GD0687
 GD0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF105712(NAD 83)
 GD0687_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GD0687_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0687_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0687
 GD0687  HISTORY     - Date     Condition        Report By
 GD0687  HISTORY     - UNK      MONUMENTED       MRC
 GD0687  HISTORY     - 1943     GOOD             CGS
 GD0687
 GD0687                          STATION DESCRIPTION
 GD0687
 GD0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GD0687'AT BELMONT.
 GD0687'AT BELMONT, MISSISSIPPI COUNTY, 0.1 MILE NORTH OF THE
 GD0687'SCHOOL BUILDING, 145 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 GD0687'73 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 5.5
 GD0687'FEET NORTHWEST OF A BLAZED 40-INCH SYCAMORE TREE (THE FIFTH IN A
 GD0687'ROW OF FIVE LARGE SYCAMORES), 3 FEET WEST OF A WHITE WOODEN
 GD0687'WITNESS POST, AND ABOUT ONE FOOT LOWER THAN THE ROAD.  A 3-1/2-INCH
 GD0687'IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP
 GD0687'BURIED 0.5 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2552 ***********************************************************************
 JD2552  DESIGNATION -  BELSHE RESET
 JD2552  PID         -  JD2552
 JD2552  STATE/COUNTY-  MO/COLE
 JD2552  USGS QUAD   -  ENON (1987)
 JD2552
 JD2552                         *CURRENT SURVEY CONTROL
 JD2552  ___________________________________________________________________
 JD2552* NAD 83(1997)-  38 22 30.54967(N)    092 24 18.99123(W)     ADJUSTED  
 JD2552* NAVD 88     -       311.9    (meters)    1023.     (feet)  VERTCON   
 JD2552  ___________________________________________________________________
 JD2552  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 JD2552  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JD2552
 JD2552  HORZ ORDER  -  FIRST
 JD2552
 JD2552.The horizontal coordinates were established by classical geodetic methods
 JD2552.and adjusted by the National Geodetic Survey in February 2000..
 JD2552
 JD2552.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2552
 JD2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2552
 JD2552.The geoid height was determined by GEOID03.
 JD2552
 JD2552;                    North         East     Units Scale Factor Converg.
 JD2552;SPC MO C     -   282,075.659   508,276.786   MT  0.99993418   +0 03 31.7
 JD2552;UTM  15      - 4,247,607.702   551,948.333   MT  0.99963323   +0 22 09.2
 JD2552
 JD2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2552!SPC MO C     -   0.99995608  x   0.99993418  =   0.99989026
 JD2552!UTM  15      -   0.99995608  x   0.99963323  =   0.99958933
 JD2552
 JD2552:                Primary Azimuth Mark                     Grid Az
 JD2552:SPC MO C     -  BELSHE AZ MK                             067 56 55.9
 JD2552:UTM  15      -  BELSHE AZ MK                             067 38 18.4
 JD2552
 JD2552|---------------------------------------------------------------------|
 JD2552| PID    Reference Object                     Distance      Geod. Az  |
 JD2552|                                                           dddmmss.s |
 JD2552| CN5658 BELSHE AZ MK                                       0680027.6 |
 JD2552| CN5660 BELSHE RM 4                          26.524 METERS 06951     |
 JD2552| JD2524 KENNEDY                             APPROX.27.2 KM 0954858.9 |
 JD2552| JD2523 KOELTZTOWN ST BONIFACE CATH CH      APPROX.32.3 KM 0994406.1 |
 JD2552| JD2551 STATION MARK NR BELSHE RESET         32.570 METERS 11549     |
 JD2552| CN5659 BELSHE RM 3                          13.994 METERS 13105     |
 JD2552| CN5657 BELSHE RM SOUTH                       1.506 METERS 16825     |
 JD2552| JD2553 STATION MARK NR BELSHE               34.477 METERS 29643     |
 JD2552| JD2616 CALIFORNIA CHURCH SPIRE             APPROX.31.9 KM 3335532.5 |
 JD2552| CN5661 BELSHE RM NORTH                       1.523 METERS 34806     |
 JD2552|---------------------------------------------------------------------|
 JD2552
 JD2552                          SUPERSEDED SURVEY CONTROL
 JD2552
 JD2552  NAD 83(1986)-  38 22 30.56196(N)    092 24 18.99295(W) AD(       ) 1
 JD2552  NAD 27      -  38 22 30.44100(N)    092 24 18.33730(W) AD(       ) 1
 JD2552  NGVD 29 (07/19/86)  311.9    (m)         1023.     (f) VERT ANG       
 JD2552
 JD2552.Superseded values are not recommended for survey control.
 JD2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2552.See file dsdata.txt to determine how the superseded data were derived.
 JD2552
 JD2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5194847608(NAD 83)
 JD2552_MARKER: DS = TRIANGULATION STATION DISK
 JD2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2552
 JD2552  HISTORY     - Date     Condition        Report By
 JD2552  HISTORY     - 1947     MONUMENTED       CGS
 JD2552  HISTORY     - 1962     GOOD             CGS
 JD2552  HISTORY     - 1972     GOOD             NGS
 JD2552
 JD2552                          STATION DESCRIPTION
 JD2552
 JD2552'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2552'THE STATION WAS RECOVERED AS DESCRIBED AND ALL
 JD2552'MARKS WERE FOUND AS DESCRIBED.  THE STATION MARK WAS LOOSE IN THE
 JD2552'GROUND, AND WAS REPLACED WITH A NEW MARK.  A NEW AZIMUTH
 JD2552'MARK AND A NEW R.M. (NO.3) WAS ESTABLISHED.  R.M. NO. 3 WAS USED
 JD2552'AS THE ECCENTRIC STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JD2552'
 JD2552'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF ELDON,
 JD2552'ABOUT 3-1/2 MILES EAST OF THE POST OFFICE IN ETTERVILLE, ON
 JD2552'PROPERTY OWNED AND OCCUPIED BY MR. PARKER D. HANLEY, ABOUT 370
 JD2552'FEET EAST OF THE MILLER-COLE COUNTY LINE, 120 FEET SOUTH-SOUTHEAST
 JD2552'OF THE CENTERLINE OF U.S. HIGHWAY 54, 38 FEET WEST-NORTHWEST OF
 JD2552'A POWER POLE, AND 29.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 JD2552'THE HOUSE.  THE DISK IS STAMPED BELSHE 1879 AND IS SET FLUSH
 JD2552'WITH THE SURFACE OF THE GROUND.
 JD2552'
 JD2552'REFERENCE MARK (NORTH) IS 5.00 FEET OR 1.523 METERS NORTH OF THE
 JD2552'STATION.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 JD2552'6 INCH SQUARE STONE POST WHICH PROJECTS 6 INCHES.  THE DISK IS
 JD2552'STAMPED BELSHE 1879.
 JD2552'
 JD2552'REFERENCE MARK (SOUTH) IS 4.93 FEET OR 1.503 METERS SOUTH OF THE
 JD2552'STATION.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 JD2552'6 INCH SQUARE STONE POST WHICH PROJECTS 6 INCHES.  THE DISK IS
 JD2552'STAMPED BELSHE 1879.
 JD2552'
 JD2552'REFERENCE MARK NO. 3 IS 45.91 FEET OR 13.994 METERS SOUTHEAST OF THE
 JD2552'STATION, 42.41 FEET OR 12.925 METERS SOUTHEAST OF R.M. (SOUTH),
 JD2552'50.31 FEET OR 15.333 METERS SOUTHEAST OF R.M. (NORTH),IN THE
 JD2552'NORTHWEST CORNER OF A GARDEN PLOT.  THE DISK IS STAMPED BELSHE
 JD2552'NO 3 1947 AND IS SET 16 INCHES BELOW THE SURFACE OF THE GROUND.
 JD2552'
 JD2552'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE EAST OF THE STATION,
 JD2552'40 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 54, AND 6 INCHES
 JD2552'SOUTH OF THE RIGHT-OF-WAY FENCE.  THE DISK IS STAMPED BELSHE 1947
 JD2552'AND PROJECTS 4 INCHES.
 JD2552'
 JD2552'STATION MARK (USC AND GS AND STATE SURVEY) IS 113.11 FEET OR
 JD2552'34.477 METERS WEST-NORTHWEST OF THE STATION, IN THE NORTHEAST
 JD2552'CORNER OF A FIELD.  IT IS A STANDARD USC AND GS AND STATE SURVEY
 JD2552'DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH
 JD2552'PROJECTS 6 INCHES.
 JD2552'
 JD2552'TRAVERSE CONNECTIONS WERE MADE FROM THE TRUE STATION TO, R.M.
 JD2552'(NORTH), R.M. (SOUTH), R.M. NO. 3 ECC. STATION), AND STATION MARK
 JD2552'(USC AND GS AND STATE SURVEY).
 JD2552'
 JD2552'TO REACH THE STATION FROM THE POST OFFICE IN ETTERVILE, GO EAST
 JD2552'ON U.S. HIGHWAY 54 FOR 3.55 MILES TO THE HOME OF MR. HANLEY ON
 JD2552'THE LEFT AND THE STATION AS DESCRIBED.
 JD2552'
 JD2552'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S.
 JD2552'HIGHWAY 54 FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JD2552'
 JD2552'OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER AND A 4 FOOT STAND.
 JD2552
 JD2552                          STATION RECOVERY (1962)
 JD2552
 JD2552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 JD2552'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 JD2552'FOUND TO BE IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 JD2552'FOLLOWS-
 JD2552'
 JD2552'THE STATION IS LOCATED ABOUT 19 MILES SOUTHWEST OF JEFFERSON CITY,
 JD2552'ABOUT 11 MILES EAST OF ELDON, 119 FEET SOUTH OF U.S. HIGHWAY NO.
 JD2552'54, 164 FEET EAST OF THE COUNTY LINE, AND NEAR THE CENTER OF THE
 JD2552'N 1/2 SW 1/4 SEC 19, T. 42 N., R. 13 W., IN THE YARD OF A HOME
 JD2552'OWNED BY MR. PARKER HENLEY.
 JD2552'
 JD2552'TO REACH THE STATION FROM EAST HIGH STREET IN FRONT OF THE
 JD2552'STATE CAPITAL BUILDING IN JEFFERSON CITY, GO EAST ON EAST HIGH
 JD2552'STREET FOR 0.2 MILE TO THE INTERSECTION OF MADSON STREET.  TURN
 JD2552'RIGHT AND GO SOUTH ON MADSON STREET FOR 0.25 MILE TO THE
 JD2552'INTERSECTION OF U.S. HIGHWAYS NO. 50, 54, AND 63.  CONTINUE
 JD2552'STRAIGHT AND SOUTH ON U.S. HIGHWAY NO. 54 FOR 18.15 MILES TO THE
 JD2552'INTERSECTION OF STATE HIGHWAY NO. 17.  CONTINUE STRAIGHT AND
 JD2552'SOUTHWEST ON U.S. HIGHWAY NO. 54 FOR 0.45 MILE AND THE STATION
 JD2552'SITE ON THE LEFT.
 JD2552'
 JD2552'STATION MARK, A STANDARD DISK STAMPED BELSHE 1879, IS SET IN
 JD2552'CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST WHICH IS 1
 JD2552'INCH BELOW THE SURFACE OF THE GROUND.  IT IS 119 FEET SOUTH OF U.S
 JD2552'HIGHWAY NO. 54, 29.7 FEET EAST OF THE NORTHEAST CORNER OF
 JD2552'MR. HENLEYS HOUSE, 18 FEET SOUTH OF A 30 INCH LOCUS TREE, 5 FEET
 JD2552'NORTH OF REFERENCE MARK NO. 1, AND 5 FEET SOUTH OF REFERENCE
 JD2552'MARK NO. 2.
 JD2552'
 JD2552'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BELSHE 1879, IS SET
 JD2552'AT THE CENTER OF A 4 BY 4 INCH LIMESTONE POST WHICH PROJECTS 4
 JD2552'INCHES.  IT IS 124 FEET SOUTH OF U.S. HIGHWAY NO. 54, 29.5 FEET
 JD2552'EAST OF THE NORTHEAST CORNER OF MR. HENLEYS HOUSE, AND 23 FEET
 JD2552'SOUTH OF A 30 INCH LOCUS TREE.
 JD2552'
 JD2552'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BELSHE 1879, IS SET
 JD2552'AT THE CENTER OF A 4 BY 4 INCH LIMESTONE POST WHICH PROJECTS 4
 JD2552'INCHES.  IT IS 114 FEET SOUTH OF U.S. HIGHWAY NO. 54, 30.35 FEET
 JD2552'EAST OF THE NORTHEAST CORNER OF MR. HENLEYS HOUSE, AND 13 FEET
 JD2552'SOUTH OF A 30 INCH LOCUS TREE.
 JD2552
 JD2552                          STATION RECOVERY (1972)
 JD2552
 JD2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JD2552'THE STATION MARK, REFERENCE MARK SOUTH AND THE AZIMUTH MARK WERE
 JD2552'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NORTH WAS
 JD2552'RECOVERED IN POOR CONDITION AS THE LIME STONE MONUMENT WAS
 JD2552'CRACKED AND THE DISK WAS LOOSE.  REFERENCE MARK 3 WAS RECOVERED
 JD2552'AND FOUND 2 INCHES BELOW THE GROUND SURFACE AND TILTED OUT
 JD2552'OF POSITION.  THE C AND GS AND SS STATION MARK WAS RECOVERED
 JD2552'IN FAIR CONDITION AND THE MARK APPEARED TO BE LEANING SLIGHTLY
 JD2552'DUE TO THE GROWTH OF A LARGE OAK TREE AS THE MARK WAS NEAR THE
 JD2552'BASE OF THE TREE.  DUE TO ROAD CONSTRUCTION THE C AND GS AND
 JD2552'SS STATION MARK HAD TO BE MOVED AND A TRAVERSE CONNECTION
 JD2552'WAS MADE FROM STATION BELSHE 1879 TO THE NEW MARK AND
 JD2552'REFERENCE MARK 4 WAS ESTABLISHED.  THE DISKS WERE
 JD2552'RECLAIMED FROM REFERENCE MARK 3 AND REFERENCE MARK
 JD2552'NORTH.
 JD2552'
 JD2552'FOLLOWING IS A DESCRIPTION OF A ROUTE TO REACH THE STATION FROM
 JD2552'ETTERVILLE AND A DESCRIPTION OF THE MARKS.
 JD2552'
 JD2552'TO REACH THE STATION FROM THE POST OFFICE IN ETTERVILLE, GO
 JD2552'EAST ON U.S. HIGHWAY 54 FOR 3.65 MILES TO A FIRE TOWER ON THE
 JD2552'RIGHT AT THE MILLER-COLE COUNTY LINE.  CONTINUE EAST ON
 JD2552'HIGHWAY 54 FOR 0.1 MILE TO THE HANELY FARM HOME ON THE RIGHT
 JD2552'AND THE STATION AS DESCRIBED.
 JD2552'
 JD2552'THE STATION MARK IS A STANDARD DISK STAMPED BELSHE 1879, SET
 JD2552'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 JD2552'WITH THE GROUND SURFACE.  IT IS 37.5 FEET NORTHWEST OF A POWER
 JD2552'POLE, 29.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 JD2552'THE HANELYS HOUSE, 22.5 FEET NORTH-NORTHWEST OF THE NORTH EDGE
 JD2552'OF THE SIDEWALK WHERE THE SIDEWALK FORKS AND 19 FEET
 JD2552'EAST-NORTHEAST OF A TWIN CEDAR TREE.
 JD2552'
 JD2552'REFERENCE MARK SOUTH(1) IS A STANDARD DISK STAMPED BELSHE 1879,
 JD2552'SET IN THE TOP OF A 4 INCH SQUARE LIME STONE POST THAT PROJECTS
 JD2552'4 INCHES ABOVE THE GROUND SURFACE.
 JD2552'
 JD2552'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BELSHE 1879 NO 4
 JD2552'1972, SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD THAT
 JD2552'HAS A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A
 JD2552'PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 JD2552'BETWEEN TWO BUILDINGS USED AS GARAGES, 4 FEET NORTH OF THE
 JD2552'NORTHWEST CORNER OF THE SOUTH GARAGE, 10.5 FEET SOUTHEAST
 JD2552'OF THE SOUTHWEST CORNER OF THE NORTH GARAGE AND 15 FEET
 JD2552'SOUTHEAST OF A 16-INCH LOCUS TREE.
 JD2552'
 JD2552'THE U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 JD2552'STAMPED RESET 1972, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 JD2552'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE IS 69
 JD2552'FEET SOUTHEAST OF THE POWER POLE, 45 FEET SOUTH OF THE SOUTH
 JD2552'EDGE OF THE SIDEWALK, 16 FEET WEST OF A 30-INCH MAPLE TREE
 JD2552'AND 1 FOOT NORTH-NORTHWEST OF A METAL WITNESS POST IN A FENCE
 JD2552'LINE.
 JD2552'
 JD2552'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLESHE 1947,
 JD2552'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 JD2552'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 1 FOOT
 JD2552'SOUTH OF A METAL WITNESS POST AND 6 INCHES SOUTH OF AN EAST-WEST
 JD2552'FENCE.
 JD2552'
 JD2552'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2552'3-1/2 MILES EAST OF ETTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1967 ***********************************************************************
 JE1967  DESIGNATION -  BELTON GEBAUR AFB MICROWAVE
 JE1967  PID         -  JE1967
 JE1967  STATE/COUNTY-  MO/JACKSON
 JE1967  USGS QUAD   -  BELTON (1991)
 JE1967
 JE1967                         *CURRENT SURVEY CONTROL
 JE1967  ___________________________________________________________________
 JE1967* NAD 83(1997)-  38 50 45.91539(N)    094 32 51.07537(W)     ADJUSTED  
 JE1967* NAVD 88     -                                                        
 JE1967  ___________________________________________________________________
 JE1967  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JE1967  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE1967
 JE1967  HORZ ORDER  -  THIRD
 JE1967
 JE1967.This mark is at Richards-Gebaur-Ks City South Airport (GVW)
 JE1967
 JE1967.The horizontal coordinates were established by classical geodetic methods
 JE1967.and adjusted by the National Geodetic Survey in February 2000..
 JE1967
 JE1967
 JE1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1967
 JE1967.The geoid height was determined by GEOID03.
 JE1967
 JE1967;                    North         East     Units Scale Factor Converg.
 JE1967;SPC MO W     -   297,365.038   845,874.771   MT  0.99994139   -0 01 47.3
 JE1967;SPC KS N     -    62,633.899   699,644.597   MT  0.99998163   +2 11 04.0
 JE1967;UTM  15      - 4,300,834.698   365,704.100   MT  0.99982209   -0 58 14.9
 JE1967
 JE1967                          SUPERSEDED SURVEY CONTROL
 JE1967
 JE1967  NAD 83(1997)-  38 50 45.91545(N)    094 32 51.07533(W) AD(       ) 4
 JE1967  NAD 83(1986)-  38 50 45.92320(N)    094 32 51.07205(W) AD(       ) 4
 JE1967  NAD 27      -  38 50 45.89559(N)    094 32 50.23649(W) AD(       ) 3
 JE1967
 JE1967.Superseded values are not recommended for survey control.
 JE1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1967.See file dsdata.txt to determine how the superseded data were derived.
 JE1967
 JE1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6570400835(NAD 83)
 JE1967_MARKER: 45 = MICROWAVE TOWER
 JE1967
 JE1967  HISTORY     - Date     Condition        Report By
 JE1967  HISTORY     - 1967     FIRST OBSERVED   CGS
 JE1967  HISTORY     - 1982     GOOD             NGS
 JE1967  HISTORY     - 20041129 GOOD             GEOCAC
 JE1967  HISTORY     - 20060408 GOOD             GEOCAC
 JE1967
 JE1967                          STATION DESCRIPTION
 JE1967
 JE1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 JE1967'LOCATED ABOUT 3 MILES NORTHWEST OF BELTON, ON THE RICHARDS-GEBAUR
 JE1967'AIRFORCE BASE, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 JE1967'WESTOVER AND ANDREWS STREETS, AT THE SOUTH SIDE OF THE CENTRAL
 JE1967'NORAD REGION HEADQUARTERS.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 JE1967'PAINTED ORANGE AND WHITE AND WITH A LIGHT AND ROUND REFLECTOR
 JE1967'AT THE TOP OF THE TOWER.
 JE1967'
 JE1967'THE RED LIGHT AT THE SOUTHEAST CORNER OF THE TOP OF TOWER WAS
 JE1967'THE POINT INTERSECTED.
 JE1967
 JE1967                          STATION RECOVERY (1982)
 JE1967
 JE1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JE1967'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED WITH
 JE1967'THE EXCEPTIONS THAT THE ROUND REFLECTOR HAS BEEN REMOVED AND THE
 JE1967'SITE IS NO LONGER CENTRAL NORAD REGIONAL HEADQUARTERS.
 JE1967'
 JE1967'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHWEST
 JE1967'OF BELTON AT R-G AIRPORT.
 JE1967
 JE1967                          STATION RECOVERY (2004)
 JE1967
 JE1967'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 JE1967'THIS LAND IS NO LONGER THE RICHARDS-GEBAUR AIRFORCE BASE.
 JE1967
 JE1967                          STATION RECOVERY (2006)
 JE1967
 JE1967'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1965 ***********************************************************************
 JE1965  DESIGNATION -  BELTON GEBAUR AFB TANK
 JE1965  PID         -  JE1965
 JE1965  STATE/COUNTY-  MO/CASS
 JE1965  USGS QUAD   -  BELTON (1991)
 JE1965
 JE1965                         *CURRENT SURVEY CONTROL
 JE1965  ___________________________________________________________________
 JE1965* NAD 83(1997)-  38 49 48.52715(N)    094 32 42.19143(W)     ADJUSTED  
 JE1965* NAVD 88     -                                                        
 JE1965  ___________________________________________________________________
 JE1965  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JE1965  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE1965
 JE1965  HORZ ORDER  -  THIRD
 JE1965
 JE1965.This mark is at Richards-Gebaur-Ks City South Airport (GVW)
 JE1965
 JE1965.The horizontal coordinates were established by classical geodetic methods
 JE1965.and adjusted by the National Geodetic Survey in February 2000..
 JE1965
 JE1965
 JE1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1965
 JE1965.The geoid height was determined by GEOID03.
 JE1965
 JE1965;                    North         East     Units Scale Factor Converg.
 JE1965;SPC MO W     -   295,595.365   846,088.122   MT  0.99994136   -0 01 41.7
 JE1965;SPC KS N     -    60,873.718   699,926.173   MT  0.99998362   +2 11 09.6
 JE1965;UTM  15      - 4,299,061.973   365,888.342   MT  0.99982148   -0 58 08.1
 JE1965
 JE1965                          SUPERSEDED SURVEY CONTROL
 JE1965
 JE1965  NAD 83(1997)-  38 49 48.52721(N)    094 32 42.19139(W) AD(       ) 4
 JE1965  NAD 83(1986)-  38 49 48.53495(N)    094 32 42.18832(W) AD(       ) 4
 JE1965  NAD 27      -  38 49 48.50631(N)    094 32 41.35311(W) AD(       ) 3
 JE1965
 JE1965.Superseded values are not recommended for survey control.
 JE1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1965.See file dsdata.txt to determine how the superseded data were derived.
 JE1965
 JE1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC6588899062(NAD 83)
 JE1965_MARKER: 53 = ELEVATED TANK
 JE1965
 JE1965  HISTORY     - Date     Condition        Report By
 JE1965  HISTORY     - 1967     FIRST OBSERVED   CGS
 JE1965  HISTORY     - 1982     GOOD             NGS
 JE1965  HISTORY     - 20041129 GOOD             GEOCAC
 JE1965  HISTORY     - 20060408 GOOD             GEOCAC
 JE1965
 JE1965                          STATION DESCRIPTION
 JE1965
 JE1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 JE1965'LOCATED ABOUT 2-1/2 MILES NORTHWEST OF BELTON, ON THE
 JE1965'RICHARDS-GEBAUR AIRFORCE BASE, AT THE NORTHWEST ANGLE OF THE
 JE1965'INTERSECTION OF WESTOVER AND MARKEY STREETS.  IT IS AN
 JE1965'EIGHT-LEGGED STEEL STRUCTURE WHICH SUPPORTS A LARGE OVAL SHAPED
 JE1965'TANK, PAINTED ORANGE AND WHITE AND HAS AN OVERALL HEIGHT OF 125
 JE1965'FEET.
 JE1965'
 JE1965'THE BALL ATOP THE TANK WAS THE POINT INTERSECTED.
 JE1965
 JE1965                          STATION RECOVERY (1982)
 JE1965
 JE1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JE1965'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JE1965'
 JE1965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES NORTHWEST
 JE1965'OF BELTON AT R-G AIRPORT.
 JE1965
 JE1965                          STATION RECOVERY (2004)
 JE1965
 JE1965'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 JE1965'THIS PROPERTY IS NO LONGER THE RICHARDS-GEBAUR AIRFORCE BASE.
 JE1965
 JE1965                          STATION RECOVERY (2006)
 JE1965
 JE1965'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1963 ***********************************************************************
 JE1963  DESIGNATION -  BELTON NEW MUNICIPAL TANK
 JE1963  PID         -  JE1963
 JE1963  STATE/COUNTY-  MO/CASS
 JE1963  USGS QUAD   -  BELTON (1991)
 JE1963
 JE1963                         *CURRENT SURVEY CONTROL
 JE1963  ___________________________________________________________________
 JE1963* NAD 83(1997)-  38 48 56.82496(N)    094 32 09.05520(W)     ADJUSTED  
 JE1963* NAVD 88     -                                                        
 JE1963  ___________________________________________________________________
 JE1963  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JE1963  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE1963
 JE1963  HORZ ORDER  -  THIRD
 JE1963
 JE1963.The horizontal coordinates were established by classical geodetic methods
 JE1963.and adjusted by the National Geodetic Survey in February 2000..
 JE1963
 JE1963
 JE1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1963
 JE1963.The geoid height was determined by GEOID03.
 JE1963
 JE1963;                    North         East     Units Scale Factor Converg.
 JE1963;SPC MO W     -   294,000.780   846,886.706   MT  0.99994130   -0 01 20.9
 JE1963;UTM  15      - 4,297,454.689   366,660.551   MT  0.99981894   -0 57 46.2
 JE1963
 JE1963                          SUPERSEDED SURVEY CONTROL
 JE1963
 JE1963  NAD 83(1997)-  38 48 56.82503(N)    094 32 09.05515(W) AD(       ) 4
 JE1963  NAD 83(1986)-  38 48 56.83267(N)    094 32 09.05225(W) AD(       ) 4
 JE1963  NAD 27      -  38 48 56.80197(N)    094 32 08.21803(W) AD(       ) 3
 JE1963
 JE1963.Superseded values are not recommended for survey control.
 JE1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1963.See file dsdata.txt to determine how the superseded data were derived.
 JE1963
 JE1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC6666197455(NAD 83)
 JE1963_MARKER: 53 = ELEVATED TANK
 JE1963
 JE1963  HISTORY     - Date     Condition        Report By
 JE1963  HISTORY     - 1967     FIRST OBSERVED   CGS
 JE1963  HISTORY     - 1982     GOOD             NGS
 JE1963  HISTORY     - 20041129 GOOD             GEOCAC
 JE1963
 JE1963                          STATION DESCRIPTION
 JE1963
 JE1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 JE1963'LOCATED 1/2 MILE WEST-NORTHWEST OF THE CENTER OF BELTON, 0.2 MILE
 JE1963'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 58 AND SCOTT
 JE1963'AVENUE, 60 FEET SOUTH OF AN ALLEY.  IT IS A SIX-LEGGED STEEL
 JE1963'STRUCTURE WHICH SUPPORTS A LARGE OVAL SHAPED TANK, PAINTED
 JE1963'SILVER WITH BELTON PAINTED ON THE EAST AND WEST SIDES OF THE
 JE1963'TANK, AND HAS AN OVERALL HEIGHT OF 135 FEET.  (THIS TANK WAS
 JE1963'BUILT IN 1956.)
 JE1963'
 JE1963'THE BALL ATOP THE TANK WAS THE POINT INTERSECTED.
 JE1963
 JE1963                          STATION RECOVERY (1982)
 JE1963
 JE1963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JE1963'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JE1963'
 JE1963'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--.5 MILE
 JE1963'NORTH-NORTHWEST OF BELTON.
 JE1963
 JE1963                          STATION RECOVERY (2004)
 JE1963
 JE1963'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 JE1963'TANK IS PAINTED WHITE WITH BLACK LETTERING 'BELTON' ON WEST AND EAST
 JE1963'SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1968 ***********************************************************************
 JE1968  DESIGNATION -  BELTON OLD MUNICIPAL TANK
 JE1968  PID         -  JE1968
 JE1968  STATE/COUNTY-  MO/CASS
 JE1968  USGS QUAD   -  BELTON (1991)
 JE1968
 JE1968                         *CURRENT SURVEY CONTROL
 JE1968  ___________________________________________________________________
 JE1968* NAD 83(1997)-  38 48 38.35919(N)    094 31 53.37803(W)     ADJUSTED  
 JE1968* NAVD 88     -                                                        
 JE1968  ___________________________________________________________________
 JE1968  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JE1968  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE1968
 JE1968  HORZ ORDER  -  THIRD
 JE1968
 JE1968.The horizontal coordinates were established by classical geodetic methods
 JE1968.and adjusted by the National Geodetic Survey in February 2000..
 JE1968
 JE1968
 JE1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1968
 JE1968.The geoid height was determined by GEOID03.
 JE1968
 JE1968;                    North         East     Units Scale Factor Converg.
 JE1968;SPC MO W     -   293,431.252   847,264.701   MT  0.99994127   -0 01 11.1
 JE1968;UTM  15      - 4,296,879.105   367,029.104   MT  0.99981773   -0 57 36.0
 JE1968
 JE1968                          SUPERSEDED SURVEY CONTROL
 JE1968
 JE1968  NAD 83(1997)-  38 48 38.35926(N)    094 31 53.37798(W) AD(       ) 4
 JE1968  NAD 83(1986)-  38 48 38.36708(N)    094 31 53.37524(W) AD(       ) 4
 JE1968  NAD 27      -  38 48 38.33766(N)    094 31 52.54226(W) AD(       ) 3
 JE1968
 JE1968.Superseded values are not recommended for survey control.
 JE1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1968.See file dsdata.txt to determine how the superseded data were derived.
 JE1968
 JE1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC6702996879(NAD 83)
 JE1968_MARKER: 53 = ELEVATED TANK
 JE1968
 JE1968  HISTORY     - Date     Condition        Report By
 JE1968  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1968  HISTORY     - 1948     GOOD             CGS
 JE1968  HISTORY     - 1954     GOOD             CGS
 JE1968  HISTORY     - 1967     GOOD             CGS
 JE1968  HISTORY     - 1982     GOOD             NGS
 JE1968
 JE1968                          STATION DESCRIPTION
 JE1968
 JE1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1968'THIS INTERSECTION STATION IS THE MUNICIPAL TANK IN THE VILLAGE OF
 JE1968'BELTON, MISSOURI.  IT IS LOCATED ABOUT 40 FEET W OF THE CENTER
 JE1968'LINE OF MAIN STREET AND ABOUT 55 FEET S OF THE CENTER LINE OF
 JE1968'MYRTLE STREET, IN NE 1/4 SEC. 14, T 46 N, R 33 W.  TANK WAS
 JE1968'ERECTED IN 1914 AND IS VERY PROMINENT.
 JE1968'
 JE1968'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 100 FEET HIGH.  THE OVAL
 JE1968'SECTION EXTENDS DOWNWARD ABOUT 10 FEET, FROM THE CENTER OF WHICH A
 JE1968'FEED PIPE JACKET EXTENDS TO THE GROUND.  THE VERTICAL SECTION IS
 JE1968'ABOUT 30 FEET HIGH AND HAS A CAT WALK AND RAIL AROUND ITS BASE.
 JE1968'THE FLAT CONICAL ROOF HAS A BALL AT ITS APEX.  THE TOTAL
 JE1968'HEIGHT IS ABOUT 135 FEET.  THE ENTIRE TANK IS BLACK IN COLOR.
 JE1968
 JE1968                          STATION RECOVERY (1948)
 JE1968
 JE1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WIB)
 JE1968'RECOVERED AS DESCRIBED.  THE TANK HAS BEEN PAINTED WITH ALUMINUM
 JE1968'PAINT AND HAS THE WORD BELTON ON THE E SIDE OF THE TANK IN BLACK.
 JE1968
 JE1968                          STATION RECOVERY (1954)
 JE1968
 JE1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 JE1968'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 JE1968
 JE1968                          STATION RECOVERY (1967)
 JE1968
 JE1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CEO)
 JE1968'LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF ELLA AND
 JE1968'MAIN STREETS IN BELTON, AT THE WEST SIDE OF THE POLICE STATION.
 JE1968'IT IS A FOUR-LEGGED STEEL STRUCTURE WHICH SUPPORTS AN OVAL SHAPED
 JE1968'TANK, PAINTED SILVER WITH A GREEN ROOF, BELTON PAINTED ON THE
 JE1968'NORTH AND SOUTH SIDE OF THE TANK, AND HAS AN OVERALL HEIGHT OF 150
 JE1968'FEET.  (THIS TANK WAS BUILT IN 1935.)
 JE1968'
 JE1968'THE BALL ATOP THE TANK WAS THE POINT INTERSECTED.
 JE1968
 JE1968                          STATION RECOVERY (1982)
 JE1968
 JE1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JE1968'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JE1968'
 JE1968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CENTER OF
 JE1968'BELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1740 ***********************************************************************
 HB1740  DESIGNATION -  BEND
 HB1740  PID         -  HB1740
 HB1740  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1740  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1740
 HB1740                         *CURRENT SURVEY CONTROL
 HB1740  ___________________________________________________________________
 HB1740* NAD 83(1997)-  37 21 44.67617(N)    089 31 19.42692(W)     ADJUSTED  
 HB1740* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 HB1740  ___________________________________________________________________
 HB1740  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HB1740  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HB1740
 HB1740  HORZ ORDER  -  FIRST
 HB1740
 HB1740.The horizontal coordinates were established by classical geodetic methods
 HB1740.and adjusted by the National Geodetic Survey in February 2000..
 HB1740
 HB1740.The orthometric height was scaled from a topographic map.
 HB1740
 HB1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1740
 HB1740.The geoid height was determined by GEOID03.
 HB1740
 HB1740;                    North         East     Units Scale Factor Converg.
 HB1740;SPC MO E     -   170,119.216   336,628.274   MT  1.00002574   +0 35 36.6
 HB1740;SPC IL W     -    77,402.540   757,100.746   MT  0.99998132   +0 23 28.3
 HB1740;SPC IL W     -   253,944.83  2,483,921.36   sFT  0.99998132   +0 23 28.3
 HB1740;UTM  16      - 4,138,061.207   276,647.087   MT  1.00021455   -1 31 52.2
 HB1740
 HB1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1740!SPC MO E     -   0.99997069  x   1.00002574  =   0.99999643
 HB1740!SPC IL W     -   0.99997069  x   0.99998132  =   0.99995201
 HB1740!UTM  16      -   0.99997069  x   1.00021455  =   1.00018524
 HB1740
 HB1740:                Primary Azimuth Mark                     Grid Az
 HB1740:SPC MO E     -  SE MO STC ADMIN BLDG DOME                187 34 50.4
 HB1740:SPC IL W     -  SE MO STC ADMIN BLDG DOME                187 46 58.7
 HB1740:UTM  16      -  SE MO STC ADMIN BLDG DOME                189 42 19.2
 HB1740
 HB1740|---------------------------------------------------------------------|
 HB1740| PID    Reference Object                     Distance      Geod. Az  |
 HB1740|                                                           dddmmss.s |
 HB1740| HB1746 SE MO STC ADMIN BLDG DOME           APPROX. 5.6 KM 1881027.0 |
 HB1740| CI2979 BEND RM 1                            19.455 METERS 20558     |
 HB1740| CI2978 BEND AZ MK                                         2061304.4 |
 HB1740| CI2980 BEND RM 2                            18.968 METERS 30429     |
 HB1740|---------------------------------------------------------------------|
 HB1740
 HB1740                          SUPERSEDED SURVEY CONTROL
 HB1740
 HB1740  NAD 83(1997)-  37 21 44.67621(N)    089 31 19.42671(W) AD(       ) 1
 HB1740  NAD 83(1997)-  37 21 44.68599(N)    089 31 19.42840(W) AD(       ) 1
 HB1740  NAD 83(1986)-  37 21 44.69013(N)    089 31 19.43137(W) AD(       ) 1
 HB1740  NAD 27      -  37 21 44.51000(N)    089 31 19.09700(W) AD(       ) 1
 HB1740
 HB1740.Superseded values are not recommended for survey control.
 HB1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1740.See file dsdata.txt to determine how the superseded data were derived.
 HB1740
 HB1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7664738061(NAD 83)
 HB1740_MARKER: DS = TRIANGULATION STATION DISK
 HB1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1740
 HB1740  HISTORY     - Date     Condition        Report By
 HB1740  HISTORY     - 1938     MONUMENTED       CGS
 HB1740
 HB1740                          STATION DESCRIPTION
 HB1740
 HB1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1740'ABOUT 4 MILES NORTH OF CAPE GIRARDEAU, ON A NORTHWEST-SOUTHEAST RIDGE
 HB1740'IN THE NW 1/4 SE. 17, T. 31 N., R. 14 E., ON LAND OWNED BY CHARLES
 HB1740'POLICH OF PERRYVILLE, MO., AND IS 20 FEET WEST OF A DIM ROAD, 10 FEET
 HB1740'NORTHEAST OF A BLAZED TREE AND 10 FEET SOUTH OF A BLAZED TREE. THE
 HB1740'MARK PROJECTS 4 INCHES.
 HB1740'
 HB1740'TO REACH FROM CAPE GIRARDEAU GO NORTH ON MAIN STREET FROM BROADWAY
 HB1740'0.6 MILE TO CROSS STREET THENCE WEST 0.05 MILE THEN RIGHT 0.9 MILE
 HB1740'TO FORK IN PAVEMENT, TAKE LEFT FORK, COUNTY ROAD V, 1.25 MILES TO THE
 HB1740'END OF PAVEMENT AND AN OIL-SURFACED ROAD TO THE LEFT, WHICH IS THE
 HB1740'CAPE ROCK ROUTE, TURN LEFT ON THIS OILED ROAD AND GO 0.2 MILE TO A
 HB1740'GRAVEL ROAD TO THE RIGHT (FROM THIS POINT THE AZIMUTH MARK IS 1
 HB1740'MILE NORTH ON THE CAPE ROCK ROUTE), TURN RIGHT ON GRAVEL ROAD AND GO
 HB1740'1.2 MILES TO A DIM ROAD LEFT, TURN LEFT ON THIS ROAD AND FOLLOW
 HB1740'THE RIDGE ROAD IN A NORTHWESTERLY DIRECTION FOR 0.5 MILE TO THE TOP
 HB1740'OF HILL AND THE STATION ON THE LEFT.
 HB1740'
 HB1740'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HB1740'DISKS SET IN CONCRETE.
 HB1740'
 HB1740'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND PROJECTS 6
 HB1740'INCHES. REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 1
 HB1740'FOOT WEST OF A BLAZED TREE, AND PROJECTS 8 INCHES.
 HB1740'
 HB1740'AZIMUTH MARK IS SOUTHWEST OF THE STATION, AT THE INTERSECTION OF THE
 HB1740'CAPE ROCK ROUTE AND GRAVEL ROAD LEADING TO THE RIGHT (NORTH).
 HB1740'THE MARK PROJECTS 8 INCHES AND IS 15 FEET NORTHWEST OF A TELEPHONE
 HB1740'POLE, 50 FEET NORTHWEST OF THE CENTER LINE OF THE CAPE ROCK ROUTE,
 HB1740'AND 15 FEET NORTHEAST OF THE CENTER LINE OF GRAVEL ROAD.
 HB1740'
 HB1740'HEIGHT OF LIGHT ABOVE STATION MARK- 23 METERS.
 HB1740'
 HB1740'THE 64-FOOT TOWER CLEARED ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1279 ***********************************************************************
 KE1279  DESIGNATION -  BEND
 KE1279  PID         -  KE1279
 KE1279  STATE/COUNTY-  MO/DAVIESS
 KE1279  USGS QUAD   -  ALTAMONT (1984)
 KE1279
 KE1279                         *CURRENT SURVEY CONTROL
 KE1279  ___________________________________________________________________
 KE1279* NAD 83(1997)-  39 59 49.75378(N)    094 06 58.37265(W)     ADJUSTED  
 KE1279* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 KE1279  ___________________________________________________________________
 KE1279  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 KE1279  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE1279
 KE1279  HORZ ORDER  -  FIRST
 KE1279
 KE1279.The horizontal coordinates were established by classical geodetic methods
 KE1279.and adjusted by the National Geodetic Survey in February 2000..
 KE1279
 KE1279.The orthometric height was scaled from a topographic map.
 KE1279
 KE1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1279
 KE1279.The geoid height was determined by GEOID03.
 KE1279
 KE1279;                    North         East     Units Scale Factor Converg.
 KE1279;SPC MO W     -   425,222.450   882,772.389   MT  0.99995439   +0 14 48.0
 KE1279;UTM  15      - 4,428,037.931   404,715.238   MT  0.99971177   -0 43 03.0
 KE1279
 KE1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1279!SPC MO W     -   0.99996225  x   0.99995439  =   0.99991664
 KE1279!UTM  15      -   0.99996225  x   0.99971177  =   0.99967403
 KE1279
 KE1279:                Primary Azimuth Mark                     Grid Az
 KE1279:SPC MO W     -  BEND AZ MK                               001 17 36.9
 KE1279:UTM  15      -  BEND AZ MK                               002 15 27.9
 KE1279
 KE1279|---------------------------------------------------------------------|
 KE1279| PID    Reference Object                     Distance      Geod. Az  |
 KE1279|                                                           dddmmss.s |
 KE1279| CL6857 BEND AZ MK                                         0013224.9 |
 KE1279| CL6859 BEND RM 1                            31.492 METERS 00208     |
 KE1279| CL6860 BEND RM 2                            27.685 METERS 29814     |
 KE1279| CL6858 BEND AZ MK 2                                       3574441.3 |
 KE1279|---------------------------------------------------------------------|
 KE1279
 KE1279                          SUPERSEDED SURVEY CONTROL
 KE1279
 KE1279  NAD 83(1997)-  39 59 49.75406(N)    094 06 58.37387(W) AD(       ) 1
 KE1279  NAD 83(1997)-  39 59 49.75524(N)    094 06 58.37486(W) AD(       ) 1
 KE1279  NAD 83(1986)-  39 59 49.75602(N)    094 06 58.37221(W) AD(       ) 1
 KE1279  NAD 27      -  39 59 49.74080(N)    094 06 57.55470(W) AD(       ) 1
 KE1279
 KE1279.Superseded values are not recommended for survey control.
 KE1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1279.See file dsdata.txt to determine how the superseded data were derived.
 KE1279
 KE1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE0471528038(NAD 83)
 KE1279_MARKER: DS = TRIANGULATION STATION DISK
 KE1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1279+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 KE1279
 KE1279  HISTORY     - Date     Condition        Report By
 KE1279  HISTORY     - 1948     MONUMENTED       CGS
 KE1279  HISTORY     - 1962     GOOD             MOHC
 KE1279  HISTORY     - 1965     GOOD             CGS
 KE1279  HISTORY     - 20060404 GOOD             INDIV
 KE1279
 KE1279                          STATION DESCRIPTION
 KE1279
 KE1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1279'LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF PATTONSBURG ON LAND OWNED
 KE1279'BY MR. LAWRENCE SHRIVER.  IT IS IN A VACANT LOT JUST EAST OF A
 KE1279'BARN YARD, 88.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY 69, 16
 KE1279'FEET NORTH OF THE EAST-WEST LANE, 44 FEET SOUTH-SOUTHEAST OF THE
 KE1279'SOUTHEAST CORNER OF THE BARN AND 5 FEET EAST OF THE NORTH-SOUTH
 KE1279'FENCE.  IT IS STAMPED BEND 1948 AND IS FLUSH WITH THE GROUND.
 KE1279'
 KE1279'REFERENCE MARK NO. 1 IS 38.5 FEET NORTHEAST OF THE NORTHEAST
 KE1279'CORNER OF THE BARN, 2 FEET EAST OF THE EAST END OF A WIRE GATE AND
 KE1279'1 FOOT SOUTH OF THE EAST-WEST FENCE.  IT IS STAMPED BEND NO 1 1948
 KE1279'AND IS FLUSH WITH THE GROUND.
 KE1279'
 KE1279'REFERENCE MARK NO. 2 IS IN THE NORTHWEST CORNER OF THE BARN LOT,
 KE1279'21.5 FEET WEST OF THE SOUTHWEST CORNER OF THE BARN, 18.5 FEET
 KE1279'NORTH OF THE NORTH END OF A WIRE GATE AND 2 FEET SOUTH OF THE
 KE1279'FENCE CORNER.  IT IS STAMPED BEND NO 2 1948 AND IS FLUSH WITH
 KE1279'THE GROUND.
 KE1279'
 KE1279'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 36 FEET EAST OF THE CENTER
 KE1279'OF U.S. HIGHWAY 69, 1 FOOT SOUTHWEST OF A TELEPHONE POLE, 1 FOOT
 KE1279'WEST OF A WITNESS POST AND 95 FEET SOUTH-SOUTHWEST OF THE
 KE1279'SOUTHWEST CORNER OF A COMBINATION SERVICE STATION AND GROCERY
 KE1279'STORE.  IT IS STAMPED BEND 1948 AND PROJECTS 3 INCHES.
 KE1279'
 KE1279'TO REACH FROM THE PATTONSBURG RAILROAD STATION, GO SOUTH ON THE
 KE1279'MAIN STREET FOR 2 BLOCKS, TURN LEFT, EAST, FOR 0.45 MILE TO
 KE1279'U.S. HIGHWAY 69, GO SOUTH ON U.S. 69 FOR 3.3 MILES TO A
 KE1279'COMBINATION SERVICE STATION AND GROCERY STORE ON THE LEFT AND
 KE1279'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH FOR
 KE1279'0.25 MILE TO A LANE WEST AND THE STATION.
 KE1279'
 KE1279'AN 87 FOOT SIGNAL AT MC FALL IS VISIBLE AT 25 FEET.
 KE1279'
 KE1279'AN 87 FOOT SIGNAL AT PATTON IS VISIBLE FROM THE GROUND.
 KE1279'
 KE1279'AN 87 FOOT SIGNAL AT CHAPMAN IS VISIBLE FROM THE GROUND.
 KE1279'
 KE1279'A 100 FOOT SIGNAL AT BM F77 IS VISIBLE AT 10 FEET.
 KE1279'
 KE1279'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KE1279
 KE1279                          STATION RECOVERY (1962)
 KE1279
 KE1279'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1962 (EAM)
 KE1279'STATION, REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 KE1279
 KE1279                          STATION RECOVERY (1965)
 KE1279
 KE1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KE1279'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KE1279'CONDITION.  THE AZIMUTH MARK WAS RECOVERED IN A DRIVEWAY OF A
 KE1279'SERVICE STATION AND IT APPEARED THAT THE MARK WAS IN DANGER OF
 KE1279'BEING DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED AND THE
 KE1279'ORIGINAL MARK WAS DESTROYED.
 KE1279'
 KE1279'THE DESCRIPTION TO THE STATION AND REFERENCE MARKS WAS ADEQUATE
 KE1279'FOR RECOVERY.
 KE1279'
 KE1279'THE AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION, 92 FEET WEST OF
 KE1279'THE CENTERLINE OF U.S. HIGHWAY 69, 25 FEET SOUTH OF THE CENTERLINE
 KE1279'OF A GRADED ROAD, 2.5 FEET WEST-SOUTHWEST OF A POWERLINE POLE,
 KE1279'2 FEET NORTHEAST OF A METAL WITNESS POST AND 2 FEET NORTH OF A
 KE1279'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BEND
 KE1279'1948 RESET 1965.
 KE1279'
 KE1279'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S. 69
 KE1279'FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT FOR ABOUT 100 FEET
 KE1279'TO THE MARK ON THE LEFT.
 KE1279'
 KE1279'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM PATTONSBURG
 KE1279'IS ADEQUATE FOR RECOVERY.
 KE1279
 KE1279                          STATION RECOVERY (2006)
 KE1279
 KE1279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RTH)
 KE1279'I USED A GARMIN 72 HANDHELD GPS RECEIVER TO RECOVER THE MONUMENT. I
 KE1279'FOUND IT FLUSH WITH THE GROUND IN A DRIVEWAY NORTH OF A HORSE CORRAL.
 KE1279' 
 KE1279'I FOUND RM1, BUT NOT RM2. THE FOLLOWING ARE ADDITIONAL TIES TO THE
 KE1279'MONUMENT. 1) 136.4' N 19 E TO A PK NAIL AND PLASTIC SURVEY WASHER IN
 KE1279'THE SW FACE OF A POWER POLE. 2) 53.5' N 31 E TO THE TOP OF A HYDRANT.
 KE1279'3) 47.9' S 72 E TO A PK NAIL AND PLASTIC SURVEY WASHER IN THE NW FACE
 KE1279'OF A PP. 4) 108.9' S 26 E TO THE TOP OF A TELEPHONE PEDESTAL. 5) 88.1'
 KE1279'E AND 158.6' S TO THE CL INTERSECTION OF HIGHWAY 69 AND COUNTY ROAD
 KE1279'DD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1834 ***********************************************************************
 HB1834  DESIGNATION -  BEND ECC
 HB1834  PID         -  HB1834
 HB1834  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1834  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1834
 HB1834                         *CURRENT SURVEY CONTROL
 HB1834  ___________________________________________________________________
 HB1834* NAD 83(1997)-  37 21 45.28089(N)    089 31 19.81202(W)     ADJUSTED  
 HB1834* NAVD 88     -       214.9    (meters)     705.     (feet)  VERTCON   
 HB1834  ___________________________________________________________________
 HB1834  X           -      42,330.387 (meters)                     COMP
 HB1834  Y           -  -5,075,646.811 (meters)                     COMP
 HB1834  Z           -   3,849,566.104 (meters)                     COMP
 HB1834  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HB1834  ELLIP HEIGHT-         186.63  (meters)          (02/17/00) GPS OBS
 HB1834  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HB1834
 HB1834  HORZ ORDER  -  FIRST
 HB1834  ELLP ORDER  -  FOURTH    CLASS I
 HB1834
 HB1834.The horizontal coordinates were established by GPS observations
 HB1834.and adjusted by the National Geodetic Survey in February 2000..
 HB1834
 HB1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1834
 HB1834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1834
 HB1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1834
 HB1834.The ellipsoidal height was determined by GPS observations
 HB1834.and is referenced to NAD 83.
 HB1834
 HB1834.The geoid height was determined by GEOID03.
 HB1834
 HB1834;                    North         East     Units Scale Factor Converg.
 HB1834;SPC MO E     -   170,137.760   336,618.605   MT  1.00002572   +0 35 36.4
 HB1834;UTM  16      - 4,138,080.101   276,638.110   MT  1.00021460   -1 31 52.4
 HB1834
 HB1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1834!SPC MO E     -   0.99997071  x   1.00002572  =   0.99999643
 HB1834!UTM  16      -   0.99997071  x   1.00021460  =   1.00018531
 HB1834
 HB1834                          SUPERSEDED SURVEY CONTROL
 HB1834
 HB1834  NAD 83(1997)-  37 21 45.28090(N)    089 31 19.81201(W) AD(       ) 1
 HB1834  NAD 83(1997)-  37 21 45.29095(N)    089 31 19.81336(W) AD(       ) 1
 HB1834  NAD 83(1986)-  37 21 45.29505(N)    089 31 19.81624(W) AD(       ) 1
 HB1834  NGVD 29 (09/22/93)  214.8    (m)          705.     (f) GPS OBS        
 HB1834
 HB1834.Superseded values are not recommended for survey control.
 HB1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1834.See file dsdata.txt to determine how the superseded data were derived.
 HB1834
 HB1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7663838080(NAD 83)
 HB1834_MARKER: I = METAL ROD
 HB1834_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HB1834+WITH SETTING: INFORMATION.
 HB1834_SP_SET: METAL ROD DRIVEN INTO GROUND
 HB1834_STAMPING: BEND ECC 1991
 HB1834_MARK LOGO: MODNR 
 HB1834_MAGNETIC: I = MARKER IS A STEEL ROD
 HB1834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1834+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1992
 HB1834
 HB1834  HISTORY     - Date     Condition        Report By
 HB1834  HISTORY     - 1991     MONUMENTED       MODNR
 HB1834  HISTORY     - 19920201 GOOD
 HB1834
 HB1834                          STATION DESCRIPTION
 HB1834
 HB1834'DESCRIBED BY MO DEPT OF NAT RES 1991
 HB1834'DATE OF REPORT 10-26-1992
 HB1834'STATION BEND ECC
 HB1834'DESCRIPTION
 HB1834'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1834'THE STATION IS A 30 INCH COPPER COATED STEEL ROD WITH A CAP DRIVEN
 HB1834'FLUSH WITH THE GROUND SURFACE AND IS LOCATED ON TOP OF A HIGH HILL
 HB1834'NEAR TWO RADIO TOWERS IN THE NORTHWEST QUARTER OF SECTION 17, T31N,
 HB1834'R14E.  THE STATION IS 43.4 FT (13.2 M) NORTHWEST OF THE NORTH RADIO
 HB1834'TOWER, 68.6 FT (20.9 M) NORTHWEST OF STATION BEND, AND 61.4 FT
 HB1834'(18.7 M) NORTH OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE
 HB1834'ENCLOSURE.
 HB1834'STATION AND AZIMUTH MARK TO REACH
 HB1834'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI ROUTES 74 AND
 HB1834'177 ALSO MORGAN OAK AND SPANISH STREETS, ONE BLOCK WEST OF THE BRIDGE
 HB1834'ACROSS THE MISSISSIPPI RIVER, GO NORTH ON HIGHWAY 177 FOR 3.4 MILES
 HB1834'TO JUNCTION WITH COUNTY ROAD 643, ALSO CALLED CAPE ROCK DRIVE.  TURN
 HB1834'LEFT AND GO NORTHWEST ON ROAD 643 FOR 0.3 MILES TO JUNCTION WITH
 HB1834'COUNTY ROAD 635, TURN RIGHT AND GO NORTH ON ROAD 635 FOR 1.24 MILES
 HB1834'TO A GRAVEL DRIVE ON THE LEFT JUST BEFORE REACHING CREST OF HILL,
 HB1834'TURN LEFT ONTO DRIVE AND GO WEST FOR 0.5 MILES TO THE TOP OF THE HILL
 HB1834'AT THE RADIO BROADCAST TOWERS AND THE STATION AS DESCRIBED.
 HB1834'SPECIAL INFORMATION
 HB1834'THE MAIN STATION BEND WAS NOT SUITABLE FOR G.P.S. OBSERVATIONS DUE TO
 HB1834'A RADIO TOWER, CHAIN LINK FENCE, AND A BUILDING.
 HB1834
 HB1834                          STATION RECOVERY (1992)
 HB1834
 HB1834'RECOVERED 1992
 HB1834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1108 ***********************************************************************
 HD1108  DESIGNATION -  BENDAVIS ATT MICROWAVE
 HD1108  PID         -  HD1108
 HD1108  STATE/COUNTY-  MO/TEXAS
 HD1108  USGS QUAD   -  HUGGINS (1987)
 HD1108
 HD1108                         *CURRENT SURVEY CONTROL
 HD1108  ___________________________________________________________________
 HD1108* NAD 83(1997)-  37 17 46.70630(N)    092 11 37.66743(W)     ADJUSTED  
 HD1108* NAVD 88     -                                                        
 HD1108  ___________________________________________________________________
 HD1108  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 HD1108  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 HD1108
 HD1108  HORZ ORDER  -  THIRD
 HD1108
 HD1108.The horizontal coordinates were established by classical geodetic methods
 HD1108.and adjusted by the National Geodetic Survey in February 2000..
 HD1108
 HD1108
 HD1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1108
 HD1108.The geoid height was determined by GEOID03.
 HD1108
 HD1108;                    North         East     Units Scale Factor Converg.
 HD1108;SPC MO C     -   162,378.657   527,147.783   MT  0.99994241   +0 11 07.9
 HD1108;UTM  15      - 4,128,048.150   571,454.139   MT  0.99966289   +0 29 18.7
 HD1108
 HD1108                          SUPERSEDED SURVEY CONTROL
 HD1108
 HD1108  NAD 83(1986)-  37 17 46.71805(N)    092 11 37.66565(W) AD(       ) 4
 HD1108  NAD 27      -  37 17 46.53969(N)    092 11 37.08034(W) AD(       ) 3
 HD1108
 HD1108.Superseded values are not recommended for survey control.
 HD1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1108.See file dsdata.txt to determine how the superseded data were derived.
 HD1108
 HD1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7145428048(NAD 83)
 HD1108_MARKER: 45 = MICROWAVE TOWER
 HD1108
 HD1108  HISTORY     - Date     Condition        Report By
 HD1108  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1108
 HD1108                          STATION DESCRIPTION
 HD1108
 HD1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1108'THE STATION IS THE RED LIGHT ATOP THE BENDAVIS AMERICAN
 HD1108'TELEPHONE AND TELEGRAPH MICROWAVE TOWER.  IT IS A 4 LEGGED
 HD1108'STRUCTURE, PAINTED ALTERNATELY RED AND WHITE.  NO HEIGHT
 HD1108'WAS DETERMINED AT THIS DATE.
 HD1108'
 HD1108'IT IS LOCATED ABOUT 13-1/2 MILES WEST OF HOUSTON AND ON
 HD1108'THE SOUTH SIDE OF STATE HIGHWAY 38.
 HD1108'
 HD1108'TO REACH FROM THE JUNCTION OF COUNTY ROAD MM AND STATE
 HD1108'HIGHWAY 38 AT THE STORE IN BENDAVIS, GO EAST ON STATE
 HD1108'HIGHWAY 38 FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 HD1108'RIGHT AND GO SOUTH FOR 0.1 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0816 ***********************************************************************
 LF0816  DESIGNATION -  BENNETT AZ MK
 LF0816  PID         -  LF0816
 LF0816  STATE/COUNTY-  MO/ATCHISON
 LF0816  USGS QUAD   -  MC ELROY CREEK (1981)
 LF0816
 LF0816                         *CURRENT SURVEY CONTROL
 LF0816  ___________________________________________________________________
 LF0816* NAD 83(1986)-  40 35 00.     (N)    095 37 28.     (W)     SCALED    
 LF0816* NAVD 88     -       315.327  (meters)    1034.54   (feet)  ADJUSTED  
 LF0816  ___________________________________________________________________
 LF0816  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LF0816  DYNAMIC HT  -         315.159 (meters)    1033.98  (feet)  COMP
 LF0816  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 LF0816
 LF0816  VERT ORDER  -  FIRST     CLASS II
 LF0816
 LF0816.The horizontal coordinates were scaled from a topographic map and have
 LF0816.an estimated accuracy of +/- 6 seconds.
 LF0816
 LF0816.The orthometric height was determined by differential leveling
 LF0816.and adjusted by the National Geodetic Survey in June 1991..
 LF0816
 LF0816.The geoid height was determined by GEOID03.
 LF0816
 LF0816.The dynamic height is computed by dividing the NAVD 88
 LF0816.geopotential number by the normal gravity value computed on the
 LF0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0816.degrees latitude (g = 980.6199 gals.).
 LF0816
 LF0816.The modeled gravity was interpolated from observed gravity values.
 LF0816
 LF0816;                    North         East    Units  Estimated Accuracy
 LF0816;SPC MO W     -   490,850.      754,810.      MT  (+/- 180 meters Scaled)
 LF0816
 LF0816                          SUPERSEDED SURVEY CONTROL
 LF0816
 LF0816  NGVD 29 (??/??/92)  315.230  (m)         1034.22   (f) ADJ UNCH    1 2
 LF0816
 LF0816.Superseded values are not recommended for survey control.
 LF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0816.See file dsdata.txt to determine how the superseded data were derived.
 LF0816
 LF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE778958(NAD 83)
 LF0816_MARKER: DZ = AZIMUTH MARK DISK
 LF0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0816_STAMPING: BENNETT AZI 1934
 LF0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0816+STABILITY: SURFACE MOTION
 LF0816
 LF0816  HISTORY     - Date     Condition        Report By
 LF0816  HISTORY     - 1934     MONUMENTED       CGS
 LF0816  HISTORY     - 1948     GOOD             NGS
 LF0816  HISTORY     - 1961     GOOD             NGS
 LF0816
 LF0816                          STATION DESCRIPTION
 LF0816
 LF0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0816'2.6 MI SE FROM HAMBURG.
 LF0816'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 275 FROM THE STEEL
 LF0816'BRIDGE OVER THE NISHNABOTNA RIVER ON THE EAST EDGE OF HAMBURG,
 LF0816'THENCE 0.1 MILE EAST ALONG A PRIVATE ROAD, THENCE 0.2 MILE
 LF0816'NORTH ALONG A PRIVATE ROAD, THENCE 0.3 MILE NORTHWEST THROUGH
 LF0816'A PASTURE, THENCE 0.5 MILE EAST ALONG THE IOWA-MISSOURI STATE
 LF0816'LINE FENCE, 0.5 MILE EAST OF TRIANGULATION STATION BENNETT
 LF0816'1934, ON TOP OF A PROMINENT RIDGE, 66.0 FEET WEST OF THE WEST
 LF0816'EDGE OF A WOODS, 1.4 FEET SOUTH OF THE BOUNDARY FENCE, SET IN
 LF0816'THE TOP OF A CONCRETE POST.
 LF0816
 LF0816                          STATION RECOVERY (1961)
 LF0816
 LF0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0814 ***********************************************************************
 LF0814  DESIGNATION -  BENNETT RM 1
 LF0814  PID         -  LF0814
 LF0814  STATE/COUNTY-  MO/ATCHISON
 LF0814  USGS QUAD   -  HAMBURG (1984)
 LF0814
 LF0814                         *CURRENT SURVEY CONTROL
 LF0814  ___________________________________________________________________
 LF0814* NAD 83(1986)-  40 35 01.     (N)    095 37 50.     (W)     SCALED    
 LF0814* NAVD 88     -       299.955  (meters)     984.10   (feet)  ADJUSTED  
 LF0814  ___________________________________________________________________
 LF0814  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LF0814  DYNAMIC HT  -         299.796 (meters)     983.58  (feet)  COMP
 LF0814  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 LF0814
 LF0814  VERT ORDER  -  FIRST     CLASS II
 LF0814
 LF0814.The horizontal coordinates were scaled from a topographic map and have
 LF0814.an estimated accuracy of +/- 6 seconds.
 LF0814
 LF0814.The orthometric height was determined by differential leveling
 LF0814.and adjusted by the National Geodetic Survey in June 1991..
 LF0814
 LF0814.The geoid height was determined by GEOID03.
 LF0814
 LF0814.The dynamic height is computed by dividing the NAVD 88
 LF0814.geopotential number by the normal gravity value computed on the
 LF0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0814.degrees latitude (g = 980.6199 gals.).
 LF0814
 LF0814.The modeled gravity was interpolated from observed gravity values.
 LF0814
 LF0814;                    North         East    Units  Estimated Accuracy
 LF0814;SPC MO W     -   490,880.      754,290.      MT  (+/- 180 meters Scaled)
 LF0814
 LF0814                          SUPERSEDED SURVEY CONTROL
 LF0814
 LF0814  NGVD 29 (??/??/92)  299.858  (m)          983.78   (f) ADJ UNCH    1 2
 LF0814
 LF0814.Superseded values are not recommended for survey control.
 LF0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0814.See file dsdata.txt to determine how the superseded data were derived.
 LF0814
 LF0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE773958(NAD 83)
 LF0814_MARKER: DR = REFERENCE MARK DISK
 LF0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0814_STAMPING: BENNETT NO 1 1934
 LF0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0814+STABILITY: SURFACE MOTION
 LF0814
 LF0814  HISTORY     - Date     Condition        Report By
 LF0814  HISTORY     - 1934     MONUMENTED       CGS
 LF0814  HISTORY     - 1948     GOOD             NGS
 LF0814  HISTORY     - 1961     GOOD             NGS
 LF0814
 LF0814                          STATION DESCRIPTION
 LF0814
 LF0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0814'2.6 MI SE FROM HAMBURG.
 LF0814'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 275 FROM THE STEEL BRIDGE
 LF0814'OVER THE NISHNABOTNA RIVER ON THE EAST EDGE OF HAMBURG, THENCE
 LF0814'0.1 MILE EAST ALONG A PRIVATE ROAD, THENCE 0.2 MILE NORTH ALONG
 LF0814'A PRIVATE ROAD, THENCE 0.3 MILE NORTHWEST THROUGH A PASTURE,
 LF0814'ALONG THE IOWA-MISSOURI STATE LINE, ON THE EAST SLOPE OF A HILL,
 LF0814'NEAR THE NORTHWEST CORNER OF THE PASTURE, ABOUT 630.0 FEET EAST
 LF0814'OF A POINT ON U.S. HIGHWAY 275 WHICH IS ABOUT 1.7 MILES
 LF0814'SOUTHEAST OF THE NISHNABOTNA RIVER BRIDGE, ABOUT 0.3 MILE NORTH
 LF0814'OF A BARN, 129.5 FEET EAST OF BENNETT 1934 TRIANGULATION STATION,
 LF0814'59.5 FEET EAST OF A LONE 6-INCH ASH TREE USED AS A FENCE POST
 LF0814'ON THE STATE LINE, 2.0 FEET SOUTH OF THE BOUNDARY FENCE, SET
 LF0814'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 LF0814'THE GROUND.
 LF0814
 LF0814                          STATION RECOVERY (1961)
 LF0814
 LF0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0815 ***********************************************************************
 LF0815  DESIGNATION -  BENNETT RM 2
 LF0815  PID         -  LF0815
 LF0815  STATE/COUNTY-  MO/ATCHISON
 LF0815  USGS QUAD   -  HAMBURG (1984)
 LF0815
 LF0815                         *CURRENT SURVEY CONTROL
 LF0815  ___________________________________________________________________
 LF0815* NAD 83(1986)-  40 35 01.     (N)    095 37 50.     (W)     SCALED    
 LF0815* NAVD 88     -       303.347  (meters)     995.23   (feet)  ADJUSTED  
 LF0815  ___________________________________________________________________
 LF0815  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LF0815  DYNAMIC HT  -         303.185 (meters)     994.70  (feet)  COMP
 LF0815  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 LF0815
 LF0815  VERT ORDER  -  FIRST     CLASS II
 LF0815
 LF0815.The horizontal coordinates were scaled from a topographic map and have
 LF0815.an estimated accuracy of +/- 6 seconds.
 LF0815
 LF0815.The orthometric height was determined by differential leveling
 LF0815.and adjusted by the National Geodetic Survey in June 1991..
 LF0815
 LF0815.The geoid height was determined by GEOID03.
 LF0815
 LF0815.The dynamic height is computed by dividing the NAVD 88
 LF0815.geopotential number by the normal gravity value computed on the
 LF0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0815.degrees latitude (g = 980.6199 gals.).
 LF0815
 LF0815.The modeled gravity was interpolated from observed gravity values.
 LF0815
 LF0815;                    North         East    Units  Estimated Accuracy
 LF0815;SPC MO W     -   490,880.      754,290.      MT  (+/- 180 meters Scaled)
 LF0815
 LF0815                          SUPERSEDED SURVEY CONTROL
 LF0815
 LF0815  NGVD 29 (??/??/92)  303.249  (m)          994.91   (f) ADJ UNCH    1 2
 LF0815
 LF0815.Superseded values are not recommended for survey control.
 LF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0815.See file dsdata.txt to determine how the superseded data were derived.
 LF0815
 LF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE773958(NAD 83)
 LF0815_MARKER: DR = REFERENCE MARK DISK
 LF0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0815_STAMPING: BENNETT NO 2 1934
 LF0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0815+STABILITY: SURFACE MOTION
 LF0815
 LF0815  HISTORY     - Date     Condition        Report By
 LF0815  HISTORY     - 1934     MONUMENTED       CGS
 LF0815  HISTORY     - 1948     GOOD             NGS
 LF0815  HISTORY     - 1961     GOOD             NGS
 LF0815
 LF0815                          STATION DESCRIPTION
 LF0815
 LF0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0815'2.6 MI SE FROM HAMBURG.
 LF0815'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 275 FROM THE STEEL BRIDGE
 LF0815'OVER THE NISHNABOTNA RIVER ON THE EAST EDGE OF HAMBURG, THENCE
 LF0815'0.1 MILE EAST ALONG A PRIVATE ROAD, THENCE 0.2 MILE NORTH ALONG
 LF0815'A PRIVATE ROAD, THENCE 0.3 MILE NORTHWEST THROUGH A PASTURE,
 LF0815'NEAR THE NORTHWEST CORNER OF THE PASTURE, ABOUT 0.3 MILE
 LF0815'NORTHWEST OF A BARN, ABOUT 600.0 FEET EAST OF A POINT ON U.S.
 LF0815'HIGHWAY 275 WHICH IS ABOUT 1.7 MILES SOUTHEAST OF THE NISHNABOTNA
 LF0815'RIVER BRIDGE, ON THE EAST SLOPE OF A HILL, 91.9 FEET SOUTH OF
 LF0815'TRIANGULATION STATION BENNETT 1934, 129.95 FEET SOUTHWEST OF
 LF0815'BENNETT R.M. 1, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF0815'1.0 FOOT ABOVE THE GROUND.
 LF0815
 LF0815                          STATION RECOVERY (1961)
 LF0815
 LF0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1279 ***********************************************************************
 LF1279  DESIGNATION -  BENTON
 LF1279  PID         -  LF1279
 LF1279  STATE/COUNTY-  MO/ANDREW
 LF1279  USGS QUAD   -  FILLMORE (1984)
 LF1279
 LF1279                         *CURRENT SURVEY CONTROL
 LF1279  ___________________________________________________________________
 LF1279* NAD 83(1997)-  40 06 23.68570(N)    094 52 47.21570(W)     ADJUSTED  
 LF1279* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 LF1279  ___________________________________________________________________
 LF1279  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LF1279  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 LF1279
 LF1279  HORZ ORDER  -  FIRST
 LF1279
 LF1279.The horizontal coordinates were established by classical geodetic methods
 LF1279.and adjusted by the National Geodetic Survey in February 2000..
 LF1279
 LF1279.The orthometric height was scaled from a topographic map.
 LF1279
 LF1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1279
 LF1279.The geoid height was determined by GEOID03.
 LF1279
 LF1279;                    North         East     Units Scale Factor Converg.
 LF1279;SPC MO W     -   437,370.451   817,621.280   MT  0.99995408   -0 14 40.8
 LF1279;UTM  15      - 4,441,280.019   339,787.158   MT  0.99991599   -1 12 40.4
 LF1279
 LF1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1279!SPC MO W     -   0.99995300  x   0.99995408  =   0.99990708
 LF1279!UTM  15      -   0.99995300  x   0.99991599  =   0.99986900
 LF1279
 LF1279:                Primary Azimuth Mark                     Grid Az
 LF1279:SPC MO W     -  BENTON AZ MK                             057 17 47.9
 LF1279:UTM  15      -  BENTON AZ MK                             058 15 47.5
 LF1279
 LF1279|---------------------------------------------------------------------|
 LF1279| PID    Reference Object                     Distance      Geod. Az  |
 LF1279|                                                           dddmmss.s |
 LF1279| CL6869 BENTON AZ MK                                       0570307.1 |
 LF1279| CL6870 BENTON RM 1                          17.225 METERS 09226     |
 LF1279| KE1557 AMBER AIRWAY 4 BEACON 5             APPROX.22.2 KM 1992856.8 |
 LF1279| LF1332 AMBER AIRWAY 4 BEACON 7             APPROX.17.5 KM 2680150.5 |
 LF1279| CL6871 BENTON RM 2                          16.958 METERS 27109     |
 LF1279| LF1331 MAITLAND MUNICIPAL TANK             APPROX.19.6 KM 3021631.4 |
 LF1279|---------------------------------------------------------------------|
 LF1279
 LF1279                          SUPERSEDED SURVEY CONTROL
 LF1279
 LF1279  NAD 83(1997)-  40 06 23.68550(N)    094 52 47.21567(W) AD(       ) 1
 LF1279  NAD 83(1997)-  40 06 23.68487(N)    094 52 47.21587(W) AD(       ) 1
 LF1279  NAD 83(1986)-  40 06 23.68655(N)    094 52 47.21111(W) AD(       ) 1
 LF1279  NAD 27      -  40 06 23.71200(N)    094 52 46.31900(W) AD(       ) 1
 LF1279
 LF1279.Superseded values are not recommended for survey control.
 LF1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1279.See file dsdata.txt to determine how the superseded data were derived.
 LF1279
 LF1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE3978741280(NAD 83)
 LF1279_MARKER: DD = SURVEY DISK
 LF1279_SETTING: 0 = UNSPECIFIED SETTING
 LF1279
 LF1279  HISTORY     - Date     Condition        Report By
 LF1279  HISTORY     - 1945     MONUMENTED       CGS
 LF1279  HISTORY     - 1961     GOOD             CGS
 LF1279  HISTORY     - 1962     GOOD             CGS
 LF1279  HISTORY     - 1974     GOOD             USE
 LF1279  HISTORY     - 19990630 GOOD             MOHC
 LF1279
 LF1279                          STATION DESCRIPTION
 LF1279
 LF1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1279'STATION IS LOCATED ABOUT 12 MILES SE OF MAITLAND AND 11 MILES NNE
 LF1279'OF SAVANNAH.  THE LAND IS OWNED BY GERTRUDE L. BENNETT.  STATION IS
 LF1279'IN THE S FENCE LINE OF AN E-W DIRT ROAD, 3.5 FEET W OF A STANDARD
 LF1279'WITNESS POST, AND 16 FEET S OF THE APPROXIMATE CENTER OF THE ROAD.
 LF1279'
 LF1279'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 LF1279'THE DISK IS STAMPED BENTON 1945 AND IS FLUSH.  UNDERGROUND
 LF1279'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 LF1279'
 LF1279'REFERENCE MARK 1 IS 56.51 FEET E OF THE STATION, 1 FOOT S OF THE
 LF1279'FENCE, 18 FEET S OF THE APPROXIMATE CENTER OF THE ROAD, AND 18 FEET
 LF1279'W OF AN 18-INCH WALNUT TREE.  IT IS A BRONZE REFERENCE DISK
 LF1279'SET IN TOP OF A CONCRETE POST.  THE DISK IS STAMPED BENTON NO 1
 LF1279'1945 AND PROJECTS ABOUT 4 INCHES.
 LF1279'
 LF1279'REFERENCE MARK 2 IS 55.63 FEET W OF THE STATION, 1 FOOT S OF THE
 LF1279'FENCE, AND 18 FEET S OF THE APPROXIMATE CENTER OF THE ROAD.
 LF1279'IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE
 LF1279'DISK IS STAMPED BENTON NO 2 1945 AND PROJECTS ABOUT 4 INCHES.
 LF1279'
 LF1279'AZIMUTH MARK IS ABOUT 0.6 MILE NE OF THE STATION, ON THE E SIDE OF
 LF1279'U.S. HIGHWAY 71.  IT IS 40 FEET E OF THE CENTER OF THE PAVEMENT,
 LF1279'16 FEET N OF A TELEPHONE POLE, 4.3 FEET S OF A STANDARD
 LF1279'WITNESS POST, AND 1 FOOT W OF A FENCE.  IT IS A BRONZE AZIMUTH
 LF1279'DISK SET IN TOP OF A CONCRETE POST.  THE DISK IS STAMPED BENTON
 LF1279'1945 AND PROJECTS ABOUT 4 INCHES.
 LF1279'
 LF1279'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 LF1279'113 AND COUNTY ROAD AA (HOLT COUNTY) ABOUT 1 MILE W OF MAITLAND, GO
 LF1279'E ON COUNTY ROADS AA AND A (HOLT AND NODAWAY COUNTIES) FOR 11.7
 LF1279'MILES, TURN RIGHT ON U.S. HIGHWAY 71 FOR 6.1 MILES TO COUNTY ROAD
 LF1279'B (ANDREW COUNTY), CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 71 FOR
 LF1279'0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.35 MILE TO
 LF1279'A DIRT CROSS ROAD, TURN RIGHT AND GO 0.55 MILE TO THREE OLD
 LF1279'BARNS ON THE LEFT AND STATION IN THE S FENCE LINE.
 LF1279'
 LF1279'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LF1279
 LF1279                          STATION RECOVERY (1961)
 LF1279
 LF1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LF1279'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LF1279'GOOD CONDITION.  THE STATION MARK IS 3 FEET SOUTHEAST OF A TWIN
 LF1279'WALNUT TREE WITH A TRIANGLE BLAZE AND 1 FOOT SOUTH OF FENCE AND A
 LF1279'NEW STEEL WITNESS POST.  A NEW TO REACH FOLLOWS.
 LF1279'
 LF1279'TO REACH THE STATION FROM MAITLAND, GO EAST ON A COUNTY
 LF1279'ROAD A FOR 10.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 71
 LF1279'AND COUNTY ROAD A.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 71 FOR
 LF1279'6.0 MILES TO JUNCTION OF COUNTY ROAD B AT A SERVICE STATION
 LF1279'AND CROSSROADS CALLED MIDWAY.  (AZIMUTH MARK IS 0.1 MILE SOUTH
 LF1279'FROM THIS POINT ALONG U.S. HIGHWAY 71 AND 1 FOOT SOUTH OF A NEW
 LF1279'STEEL WITNESS POST.) TURN RIGHT AT THE CROSSROADS CALLED
 LF1279'MIDWAY AND GO WEST FOR 1.0 MILE.  THEN, TURN LEFT AND GO SOUTH
 LF1279'FOR 0.5 MILE.  THEN, TURN LEFT AND GO EAST FOR 0.45 MILE TO
 LF1279'THE STATION ON THE RIGHT AS DESCRIBED.
 LF1279
 LF1279                          STATION RECOVERY (1962)
 LF1279
 LF1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LF1279'THE AZIMUTH MARK WAS MOVED ON LINE TOWARD THE STATION IN THE
 LF1279'SPRING OF 1962 AT THE REQUEST OF THE ADJOINING LAND OWNER.
 LF1279'THE AZIMUTH MARK IS WEST OF THE CENTERLINE OF U.S. HIGHWAY 71, NOW.
 LF1279'A DESCRIPTION OF THE RESET AZIMUTH MARK FOLLOWS.
 LF1279'
 LF1279'AZIMUTH MARK RESET 1962 IS 0.6 MILE NORTHEAST OF THE STATION, 41
 LF1279'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 71, AND 1 FOOT SOUTH
 LF1279'OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 LF1279'DISK IS STAMPED BENTON 1945 RESET 1962.
 LF1279
 LF1279                          STATION RECOVERY (1974)
 LF1279
 LF1279'RECOVERY NOTE BY US ENGINEERS 1974 (RRR)
 LF1279'(AZ. MARK) BENTON 1945 RECOVERED GOOD.
 LF1279'
 LF1279'STATION MARK BENTON 1945 RECOVERED GOOD.
 LF1279'
 LF1279'R.M. NO. 1 AND 2 FOUND GOOD.
 LF1279'
 LF1279'DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NNE OF
 LF1279'SAVANNAH, MO.
 LF1279
 LF1279                          STATION RECOVERY (1999)
 LF1279
 LF1279'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 LF1279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1434 ***********************************************************************
 JC1434  DESIGNATION -  BERGER
 JC1434  PID         -  JC1434
 JC1434  STATE/COUNTY-  MO/FRANKLIN
 JC1434  USGS QUAD   -  DISSEN (1973)
 JC1434
 JC1434                         *CURRENT SURVEY CONTROL
 JC1434  ___________________________________________________________________
 JC1434* NAD 83(1997)-  38 35 58.26438(N)    091 17 28.55107(W)     ADJUSTED  
 JC1434* NAVD 88     -       284.55   (meters)     933.6    (feet)  LEVELING  
 JC1434  ___________________________________________________________________
 JC1434  X           -    -112,480.329 (meters)                     COMP
 JC1434  Y           -  -4,990,115.153 (meters)                     COMP
 JC1434  Z           -   3,957,826.983 (meters)                     COMP
 JC1434  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JC1434  ELLIP HEIGHT-         253.19  (meters)          (02/17/00) GPS OBS
 JC1434  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JC1434
 JC1434  HORZ ORDER  -  FIRST
 JC1434  VERT ORDER  -  THIRD ?
 JC1434  ELLP ORDER  -  FOURTH    CLASS I
 JC1434
 JC1434.The horizontal coordinates were established by GPS observations
 JC1434.and adjusted by the National Geodetic Survey in February 2000..
 JC1434
 JC1434.The orthometric height was determined by differential leveling.
 JC1434.The vertical network tie was performed by a horz. field party for horz.
 JC1434.obs reductions. Reset procedures were used to establish the elevation.
 JC1434
 JC1434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1434
 JC1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1434
 JC1434.The ellipsoidal height was determined by GPS observations
 JC1434.and is referenced to NAD 83.
 JC1434
 JC1434.The geoid height was determined by GEOID03.
 JC1434
 JC1434;                    North         East     Units Scale Factor Converg.
 JC1434;SPC MO E     -   307,272.503   181,075.017   MT  0.99999181   -0 29 37.2
 JC1434;UTM  15      - 4,273,720.662   648,797.833   MT  0.99987266   +1 03 58.4
 JC1434
 JC1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1434!SPC MO E     -   0.99996028  x   0.99999181  =   0.99995209
 JC1434!UTM  15      -   0.99996028  x   0.99987266  =   0.99983294
 JC1434
 JC1434:                Primary Azimuth Mark                     Grid Az
 JC1434:SPC MO E     -  BERGER AZ MK 2                           014 41 11.5
 JC1434:UTM  15      -  BERGER AZ MK 2                           013 07 35.9
 JC1434
 JC1434|---------------------------------------------------------------------|
 JC1434| PID    Reference Object                     Distance      Geod. Az  |
 JC1434|                                                           dddmmss.s |
 JC1434| CN5671 BERGER AZ MK 2                                     0141134.3 |
 JC1434| JC1431 NEW HAVEN MUN WATER TANK            APPROX. 5.7 KM 0822815.7 |
 JC1434| JC1452 ST GERTRUDES CHURCH                 APPROX.23.9 KM 1181642.7 |
 JC1434| JC1458 CHURCH SPIRE GOLD CROSS             APPROX.27.3 KM 1420613.0 |
 JC1434| JC1466 LESLIE ZION METHODIST CHURCH        APPROX.20.7 KM 1632935.6 |
 JC1434| CN5668 BERGER AZ MK                                       2114931.7 |
 JC1434| CN5670 BERGER RM 1                          34.964 METERS 31142     |
 JC1434| JC1436 HERMANN MICROWAVE TOWER             APPROX.14.8 KM 3124047.5 |
 JC1434| CN5669 BERGER RM                                          35139     |
 JC1434|---------------------------------------------------------------------|
 JC1434
 JC1434                          SUPERSEDED SURVEY CONTROL
 JC1434
 JC1434  NAD 83(1997)-  38 35 58.27136(N)    091 17 28.55226(W) AD(       ) 1
 JC1434  NAD 83(1986)-  38 35 58.28469(N)    091 17 28.55204(W) AD(       ) 1
 JC1434  NAD 83(1986)-  38 35 58.28471(N)    091 17 28.55202(W) AD(       ) 1
 JC1434  NAD 27      -  38 35 58.10760(N)    091 17 27.98380(W) AD(       ) 1
 JC1434  NGVD 29 (07/19/86)  285.32   (m)          936.1    (f) LEVELING    3  
 JC1434
 JC1434.Superseded values are not recommended for survey control.
 JC1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1434.See file dsdata.txt to determine how the superseded data were derived.
 JC1434
 JC1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4879873721(NAD 83)
 JC1434_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1434_STAMPING: BERGER 1874
 JC1434_MARK LOGO: CGS   
 JC1434_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1434+STABILITY: SURFACE MOTION
 JC1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1434+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1434
 JC1434  HISTORY     - Date     Condition        Report By
 JC1434  HISTORY     - 1874     MONUMENTED       CGS
 JC1434  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JC1434  HISTORY     - 1933     SEE DESCRIPTION  CGS
 JC1434  HISTORY     - 1970     GOOD             NGS
 JC1434  HISTORY     - 1970     GOOD             NGS
 JC1434  HISTORY     - 19950119 GOOD             MODNR
 JC1434
 JC1434                          STATION DESCRIPTION
 JC1434
 JC1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (CHB)
 JC1434'ABOUT 5.6 MILES BY ROAD WEST BY SOUTH FROM NEW HAVEN, 0.6
 JC1434'MILE BY ROAD SOUTH OF OLD STATE HIGHWAY 100, IN SW 1/4 SEC.
 JC1434'32, T. 45 N., R. 3 W., ON LAND OWNED IN 1933 BY MRS. HALE,
 JC1434'ON SOUTHERN END OF FLAT-TOP HILL KNOWN LOCALLY AS KAISERS
 JC1434'HILL, THE MOST SOUTHERLY ONE OF FOUR PROMINENT HILLS FORMING
 JC1434'A GROUP.  TOP OF HILL IS CULTIVATED AND STATION IS ON
 JC1434'SOUTHEASTERN EXTREMITY OF TOP OF KNOLL, ON SOUTHERN SIDE OF
 JC1434'CULTIVATED GROUND, IN EDGE OF TIMBER.  TO REACH FROM NEW
 JC1434'HAVEN, GO WEST 5.0 MILES ON OLD STATE HIGHWAY 100,
 JC1434'TURN SOUTH AT MR.  BORCHERDINGS MAIL BOX ON DIRT T-ROAD
 JC1434'0.25 MILE TO BASE OF HILL AT SOUTHWEST CORNER OF
 JC1434'CULTIVATED FIELD.  THIS IS AS FAR AS TRUCK CAN BE DRIVEN
 JC1434'IN WET WEATHER.  STATION SITE IS ABOUT THREE-FOURTHS
 JC1434'MILE EAST AND SOUTH UP HILL.  SURFACE MARK IS STONE POST
 JC1434'AND UNDERGROUND MARK EARTHENWARE PYRAMID.
 JC1434
 JC1434                          STATION RECOVERY (1922)
 JC1434
 JC1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JC1434'STANDARD DISK STATION MARK WAS SET IN TOP OF STONE
 JC1434'POST SURFACE MARK WHICH PROJECTS ABOUT 8 INCHES ABOVE
 JC1434'SURFACE.  IN 1906 LATITUDE PIER WAS
 JC1434'CONSTRUCTED 16.69 METERS (54.8 FEET) NORTH 9 DEG 46 MIN
 JC1434'WEST FROM STATION.  IN 1907 LONGITUDE STATION, MARKED BY
 JC1434'CONCRETE PIER SURMOUNTED BY TWO PILLARS, EACH 14 BY 9 INCHES,
 JC1434'WAS ESTABLISHED 19.89 METERS (65.3 FEET) NORTH AND 2.90
 JC1434'METERS (9.5 FEET) WEST OF STATION.  IN 1922 A STANDARD DISK
 JC1434'REFERENCE MARK WAS SET IN CENTER OF LONGITUDE PIER 20.12
 JC1434'METERS (66.0 FEET) FROM STATION N 08 DEG 05 MIN W.
 JC1434'IN 1933 TWO REFERENCE MARKS WERE SET (PROBABLY STANDARD
 JC1434'REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON NORTH
 JC1434'EDGE OF TIMBER, 23.50 METERS (77.1 FEET) FROM 1922
 JC1434'REFERENCE MARK, AND 34.95 METERS (114.7 FEET) FROM
 JC1434'STATION N 48 DEG 17 MIN W.  OTHER REFERENCE MARK
 JC1434'IS ON TOP OF HILL, IN CLEARED FIELD, ON EDGE OF TIMBER,
 JC1434'AND ABOUT ONE-FOURTH MILE FROM STATION N 14 DEG 12 MIN E.
 JC1434
 JC1434                          STATION RECOVERY (1933)
 JC1434
 JC1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 JC1434'IN 1933 IT WAS REPORTED THAT CONCRETE HAD BEEN
 JC1434'CAST AROUND LIMESTONE POST.
 JC1434
 JC1434                          STATION RECOVERY (1970)
 JC1434
 JC1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JFS)
 JC1434'REFERENCE MARK 1874 N. NOT MEASURED-CABIN ON LINE
 JC1434'
 JC1434'THE STATION MARK, REFERENCE MARK 1, AZIMUTH MARK, AND THE
 JC1434'REFERENCE MARK SET IN 1922 IN THE LONGITUDE PIER WERE RECOVERED IN
 JC1434'GOOD CONDITION.  THE LATITUDE PIER SET IN 1906 WAS NOT
 JC1434'RECOVERED.  REFERENCE MARK 1 AND THE AZIMUTH MARK SET IN 1933
 JC1434'WERE STAMPED GASCONADE 1933.  THE AZIMUTH MARK COULD NOT BE
 JC1434'SIGHTED IN 1970 AS THE FIELD HAD GROWN UP WITH TALL TREES.  A
 JC1434'NEW DESCRIPTION FOLLOWS--
 JC1434'
 JC1434'THE STATION IS LOCATED ABOUT 4 MI W. AND 1.0 MI S. OF NEW HAVEN,
 JC1434'IN THE SW. QUARTER OF SEC. 32, T. 45 N., R. 3 W., AT THE S. END OF
 JC1434'THE TOP OF A HIGH PROMINENT FLAT-TOPPED HILL, LOCALLY KNOWN AS
 JC1434'KAISERS HILL, AT THE EXTREME S. END OF AN OLD FIELD, WHICH HAS
 JC1434'GROWN UP WITH BRUSH AND TIMBER, ON PROPERTY OWNED BY MR. RAY WIND
 JC1434'OF SAPPINGTON, MISSOURI.
 JC1434'
 JC1434'TO REACH THE STATION FROM THE POST OFFICE AT NEW HAVEN, DRIVE
 JC1434'S. ON MILLER STREET FOR 1.1 MI TO JCT. WITH STATE HWY. 100, TURN
 JC1434'RIGHT AND DRIVE W. ON HWY. 100 FOR 2.85 MI TO THE JCT. OF A GRAVEL
 JC1434'RD. ON THE LEFT, TURN LEFT ON GRAVEL RD. AND DRIVE SW. UP AND
 JC1434'ALONG A RIDGE FOR 1.4 MI TO AN OPEN FIELD ON THE RIGHT,
 JC1434'CONTAINING A HORSE BARN, CORRAL, AND DOG KENNELS, WHICH BELONG TO
 JC1434'MR. ROBERT HOCKEMEYER OF NEW HAVEN.  THE STATION SITE IS IN
 JC1434'SIGHT AT THIS POINT, ABOUT 0.6 MI NW. AND WAS REACHED ON FOOT
 JC1434'BY FOLLOWING A TRAIL BY THE HORSE BARN, THROUGH TWO SMALL
 JC1434'FIELDS AND UP THROUGH THE WOODS ON A JEEP TRAIL.  THE STATION
 JC1434'COULD BE REACHED BY JEEP IN DRY WEATHER AND WHEN THE CROPS WERE
 JC1434'GATHERED.
 JC1434'
 JC1434'THE STATION MARK IS A STANDARD USC AND GS DISK STAMPED BERGER 1874
 JC1434'SET IN THE TOP OF A 6 IN. SQUARE STONE POST, PROJECTING 6
 JC1434'IN., 14.9 FT S. OF THE SE. COR. OF AN OLD LOG CABIN AND 11.6 FT
 JC1434'SE. OF THE SW. COR. OF THE LOG CABIN.
 JC1434'
 JC1434'REFERENCE MARK 1 IS A STANDARD USC AND GS DISK STAPED GASCONADE
 JC1434'1933, SET IN THE TOP OF A CONCRETE MONUMENT, PROJECTING 6 IN.,
 JC1434'114.71 FT (34.963 M.) NW. OF STATION, IN THE EDGE OF HEAVY WOODS,
 JC1434'94 FT W. OF THE NW. COR. OF THE LOG CABIN.
 JC1434'
 JC1434'THE REFERENCE MARK, SET IN THE LONGITUDE PIER, IS A STANDARD
 JC1434'USC AND GS DISK STAMPED BERGER 1874.  IT IS SET IN THE BASE OF THE
 JC1434'PIER, 1 FT ABOVE GROUND, BETWEEN THE TWO PEDESTALS OF THE PIER AND
 JC1434'ABOUT 3 FT BELOW THE TOP OF THE PEDESTALS, 36 FT N.-NW. OF THE
 JC1434'NW. COR. OF THE LOG CABIN.  THE DISTANCE BETWEEN THE REFERENCE
 JC1434'MARK AND THE STATION COULD NOT BE MEASURED AS THE CABIN IS ON
 JC1434'LINE.
 JC1434'
 JC1434'THE DISTANCE BETWEEN THE TWO REFERENCE MARKS IS 76.90 FT
 JC1434'(23.439 M.).
 JC1434'
 JC1434'THE AZIMUTH MARK IS A STANDARD USC AND GS DISK STAMPED GASCONADE
 JC1434'1933 SET IN THE TOP OF A CONCRETE MONUMENT, PROJECTING 6
 JC1434'IN., LOCATED ABOUT 0.25 MI N. OF STATION AND OUT IN THE OLD FIELD,
 JC1434'WHICH IS GROWN UP WITH BRUSH.  ANGLES WERE NOT MEASURED TO THE
 JC1434'AZIMUTH MARK IN 1970 DUE TO THE INTERVENING BRUSH AND TIMBER.
 JC1434
 JC1434                          STATION RECOVERY (1970)
 JC1434
 JC1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JC1434'THE STATION MARK, REFERENCE MARK NO. 1, AZIMUTH MARK, AND THE
 JC1434'REFERENCE MARK SET IN 1922 IN THE LONGITUDE PIER WERE RECOVERED AND
 JC1434'FOUND IN GOOD CONDITION.  THE LATITUDE PIER SET IN 1906 WAS NOT
 JC1434'FOUND.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK SET IN 1933 WERE
 JC1434'STAMPED GASCONADE 1933 AND WERE CHANGED AND NOW ARE STAMPED
 JC1434'BERGER 1933.
 JC1434'
 JC1434'THE 1970 RECOVERY NOTE FOR THE STATION WAS FOUND EXCELLENT FOR
 JC1434'RECOVERY.  (1970 RECOVERY NOTE WRITTEN BY THE U.S. GEOLOGICAL
 JC1434'SURVEY.)
 JC1434'
 JC1434'THE AZIMUTH MARK IS OBSTRUCTED BY SMALL TREES AND A LARGE AMOUNT
 JC1434'OF CLEARING IS REQUIRED TO MAKE THE MARK VISIBLE.
 JC1434'
 JC1434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JC1434'ABOUT 4 MILES WEST AND 1 MILE SOUTH OF NEW HAVEN.
 JC1434
 JC1434                          STATION RECOVERY (1995)
 JC1434
 JC1434'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1434'6 IN X 6 IN LIMESTONE POST WITH STANDARD CGS BRASS DISK STAMPED BERGER
 JC1434'1874. THE STATION IS IN THE YARD OF A SINGLE STORY HOUSE LOCATED ON A
 JC1434'HIGH HILL KNOWN AS KAISER HILL.  IT IS 35 FT (10.7 M) SOUTHWEST OF THE
 JC1434'SOUTHWEST CORNER OF THE HOUSE, 41.6 FT (12.7 M) SOUTHWEST FROM THE
 JC1434'SOUTHEAST CORNER OF THE HOUSE, 65.66 FT (20.01 M) SOUTHEAST FROM A
 JC1434'STANDARD BRASS DISK LOCATED IN THE CENTER OF U SHAPED CONCRETE. TO
 JC1434'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 100 AND
 JC1434'MILLER STREET IN THE CITY OF NEW HAVEN, GO WEST ON HIGHWAY 100 FOR
 JC1434'2.85 MI (4.59 KM) TO THE JUNCTION OF KAISER HILL ROAD ON THE LEFT,
 JC1434'TURN LEFT ONTO KAISER HILL ROAD AND FOLLOW IT FOR 1.5 MI (2.4 KM) TO A
 JC1434'PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT AND FOLLOW THE PRIVATE DRIVE
 JC1434'0.7 MI (1.1 KM) TO THE TOP OF THE HILL AND THE STATION ON THE SOUTH
 JC1434'SIDE OF THE HOUSE. AZIMUTH MARK NOT SEARCHED FOR. THE LANDOWNER IS
 JC1434'MARK ECKELKAMP, ROUTE 4, NEW HAVEN.  TELEPHONE NUMBER IS 314/237-2400.
 JC1434'DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1258 ***********************************************************************
 LF1258  DESIGNATION -  BERLIN
 LF1258  PID         -  LF1258
 LF1258  STATE/COUNTY-  MO/GENTRY
 LF1258  USGS QUAD   -  BERLIN (1985)
 LF1258
 LF1258                         *CURRENT SURVEY CONTROL
 LF1258  ___________________________________________________________________
 LF1258* NAD 83(1997)-  40 03 13.12206(N)    094 21 29.47640(W)     ADJUSTED  
 LF1258* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 LF1258  ___________________________________________________________________
 LF1258  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 LF1258  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LF1258
 LF1258  HORZ ORDER  -  SECOND
 LF1258
 LF1258.The horizontal coordinates were established by classical geodetic methods
 LF1258.and adjusted by the National Geodetic Survey in February 2000..
 LF1258
 LF1258.The orthometric height was scaled from a topographic map.
 LF1258
 LF1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1258
 LF1258.The geoid height was determined by GEOID03.
 LF1258
 LF1258;                    North         East     Units Scale Factor Converg.
 LF1258;SPC MO W     -   431,433.674   862,099.692   MT  0.99994298   +0 05 28.5
 LF1258;UTM  15      - 4,434,594.974   384,154.376   MT  0.99976521   -0 52 26.7
 LF1258
 LF1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1258!SPC MO W     -   0.99995594  x   0.99994298  =   0.99989892
 LF1258!UTM  15      -   0.99995594  x   0.99976521  =   0.99972116
 LF1258
 LF1258:                Primary Azimuth Mark                     Grid Az
 LF1258:SPC MO W     -  BERLIN AZ MK                             086 54 07.9
 LF1258:UTM  15      -  BERLIN AZ MK                             087 52 03.1
 LF1258
 LF1258|---------------------------------------------------------------------|
 LF1258| PID    Reference Object                     Distance      Geod. Az  |
 LF1258|                                                           dddmmss.s |
 LF1258| CL6874 BERLIN AZ MK                                       0865936.4 |
 LF1258| CL6875 BERLIN RM 1                          15.767 METERS 08909     |
 LF1258| CL6876 BERLIN RM 2                           4.886 METERS 35959     |
 LF1258|---------------------------------------------------------------------|
 LF1258
 LF1258                          SUPERSEDED SURVEY CONTROL
 LF1258
 LF1258  NAD 83(1997)-  40 03 13.12203(N)    094 21 29.47732(W) AD(       ) 2
 LF1258  NAD 83(1997)-  40 03 13.12271(N)    094 21 29.47827(W) AD(       ) 2
 LF1258  NAD 83(1986)-  40 03 13.12379(N)    094 21 29.47455(W) AD(       ) 2
 LF1258  NAD 27      -  40 03 13.13280(N)    094 21 28.63690(W) AD(       ) 2
 LF1258
 LF1258.Superseded values are not recommended for survey control.
 LF1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1258.See file dsdata.txt to determine how the superseded data were derived.
 LF1258
 LF1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE8415434595(NAD 83)
 LF1258_MARKER: DS = TRIANGULATION STATION DISK
 LF1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1258
 LF1258  HISTORY     - Date     Condition        Report By
 LF1258  HISTORY     - 1948     MONUMENTED       CGS
 LF1258  HISTORY     - 1965     GOOD             CGS
 LF1258
 LF1258                          STATION DESCRIPTION
 LF1258
 LF1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 LF1258'STATION IS LOCATED 0.4 MILE WEST OF THE VILLAGE OF BERLIN
 LF1258'WHICH IS 5 MILES NORTH OF FAIRPORT AND 9 MILES EAST OF KING
 LF1258'CITY.  IT IS IN THE FARM YARD OF PROPERTY OWNED BY MR. O.S.
 LF1258'MORROW, 20.5 FEET NORTH-NORTHEAST OF THE CORNER OF THE VACANT
 LF1258'HOUSE, 17.5 FEET SOUTH OF THE EAST-WEST FENCE AND 53 FEET
 LF1258'WEST OF THE NORTH-SOUTH FENCE.  IT IS STAMPED BERLIN 1948 AND
 LF1258'IS FLUSH WITH THE GROUND.
 LF1258'
 LF1258'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE FARM YARD,
 LF1258'17.5 FEET SOUTH OF THE FENCE CORNER AND 1 FOOT WEST OF THE FENCE
 LF1258'LINE.  IT IS STAMPED BERLIN NO 1 1948 AND IS FLUSH WITH THE
 LF1258'GROUND.
 LF1258'
 LF1258'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF THE FARM YARD,
 LF1258'16 FEET EAST OF THE EAST END OF THE WIRE GATE AND 1 FOOT
 LF1258'SOUTH OF THE FENCE LINE.  IT IS STAMPED BERLIN NO 2 1948
 LF1258'AND IS FLUSH WITH THE GROUND.
 LF1258'
 LF1258'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF COUNTY ROUTE Z,
 LF1258'41 FEET WEST OF THE CENTER OF A DRIVEWAY LEADING NORTHWEST
 LF1258'TO A CHURCH AND 2 FEET SOUTHEAST OF A WITNESS POST.  IT IS STAMPED
 LF1258'BERLIN 1948 AND PROJECTS 6 INCHES.
 LF1258'
 LF1258'TO REACH FROM THE JUNCTION OF COUNTY ROUTES A AND Z IN BERLIN,
 LF1258'GO WEST ON COUNTY ROUTE Z FOR 0.05 MILE TO THE AZIMUTH MARK
 LF1258'ON THE RIGHT, CONTINUE WEST FOR 0.35 MILE TO THE STATION ON
 LF1258'THE LEFT.
 LF1258'
 LF1258'AN 87 FOOT SIGNAL AT MC FALL IS VISIBLE AT 4 FEET.
 LF1258'
 LF1258'AN 87 FOOT SIGNAL AT PHELPS IS VISIBLE AT 4 FEET.
 LF1258
 LF1258                          STATION RECOVERY (1965)
 LF1258
 LF1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RLE)
 LF1258'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LF1258'CONDITION.  THE ORIGINAL DESCRIPTION OF THE STATION IS ADEQUATE
 LF1258'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1848 ***********************************************************************
 GD1848  DESIGNATION -  BERNIE
 GD1848  PID         -  GD1848
 GD1848  STATE/COUNTY-  MO/STODDARD
 GD1848  USGS QUAD   -  BERNIE (1978)
 GD1848
 GD1848                         *CURRENT SURVEY CONTROL
 GD1848  ___________________________________________________________________
 GD1848* NAD 83(1997)-  36 40 36.95552(N)    089 58 01.69992(W)     ADJUSTED  
 GD1848* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 GD1848  ___________________________________________________________________
 GD1848  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 GD1848  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GD1848
 GD1848  HORZ ORDER  -  SECOND
 GD1848
 GD1848.The horizontal coordinates were established by classical geodetic methods
 GD1848.and adjusted by the National Geodetic Survey in February 2000..
 GD1848
 GD1848.The orthometric height was scaled from a topographic map.
 GD1848
 GD1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1848
 GD1848.The geoid height was determined by GEOID03.
 GD1848
 GD1848;                    North         East     Units Scale Factor Converg.
 GD1848;SPC MO E     -    93,734.924   297,627.797   MT  0.99996127   +0 19 05.8
 GD1848;UTM  16      - 4,063,137.332   234,848.674   MT  1.00046625   -1 46 23.9
 GD1848;UTM  15      - 4,063,321.230   771,026.007   MT  1.00050507   +1 48 45.5
 GD1848
 GD1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1848!SPC MO E     -   0.99999006  x   0.99996127  =   0.99995133
 GD1848!UTM  16      -   0.99999006  x   1.00046625  =   1.00045630
 GD1848!UTM  15      -   0.99999006  x   1.00050507  =   1.00049512
 GD1848
 GD1848:                Primary Azimuth Mark                     Grid Az
 GD1848:SPC MO E     -  DEXTER MUNICIPAL TANK                    004 02 13.6
 GD1848:UTM  16      -  DEXTER MUNICIPAL TANK                    006 07 43.3
 GD1848:UTM  15      -  DEXTER MUNICIPAL TANK                    002 32 33.9
 GD1848
 GD1848|---------------------------------------------------------------------|
 GD1848| PID    Reference Object                     Distance      Geod. Az  |
 GD1848|                                                           dddmmss.s |
 GD1848| GD1857 DEXTER MUNICIPAL TANK               APPROX.12.4 KM 0042119.4 |
 GD1848| CG3228 BERNIE AZ MK                                       0064115.1 |
 GD1848| GD1856 AIRPORT BEACON DEXTER MUN APT       APPROX.12.1 KM 0121253.1 |
 GD1848| GD1850 TRAVERSE STATION 187                 40.332 METERS 08650     |
 GD1848| GD1849 SMITH                               APPROX. 6.6 KM 1172000.1 |
 GD1848| GD1847 BERNIE MUNICIPAL TANK               APPROX. 0.9 KM 1811806.9 |
 GD1848| CG3229 BERNIE RM 2                          23.618 METERS 26730     |
 GD1848|---------------------------------------------------------------------|
 GD1848
 GD1848                          SUPERSEDED SURVEY CONTROL
 GD1848
 GD1848  NAD 83(1997)-  36 40 36.95686(N)    089 58 01.70097(W) AD(       ) 2
 GD1848  NAD 83(1997)-  36 40 36.96452(N)    089 58 01.69959(W) AD(       ) 2
 GD1848  NAD 83(1997)-  36 40 36.96651(N)    089 58 01.69842(W) AD(       ) 2
 GD1848  NAD 83(1986)-  36 40 36.96666(N)    089 58 01.69844(W) AD(       ) 2
 GD1848  NAD 27      -  36 40 36.76420(N)    089 58 01.36610(W) AD(       ) 2
 GD1848
 GD1848.Superseded values are not recommended for survey control.
 GD1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1848.See file dsdata.txt to determine how the superseded data were derived.
 GD1848
 GD1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3484963137(NAD 83)
 GD1848_MARKER: DS = TRIANGULATION STATION DISK
 GD1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1848+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 GD1848
 GD1848  HISTORY     - Date     Condition        Report By
 GD1848  HISTORY     - 1954     MONUMENTED       CGS
 GD1848  HISTORY     - 1970     GOOD             NGS
 GD1848  HISTORY     - 20020809 GOOD             USACE
 GD1848
 GD1848                          STATION DESCRIPTION
 GD1848
 GD1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1848'THE STATION IS LOCATED IN THE NORTH EDGE OF BERNIE ON PROPERTY OWNED
 GD1848'BY MR. R. J. GLAUB.  IT IS 166 FEET WEST OF THE CENTER OF STATE
 GD1848'HIGHWAY 25, AND 33 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.  IT
 GD1848'IS STAMPED BERNIE 1954 AND IS SET FLUSH.
 GD1848'
 GD1848'A STANDARD U.S. ENGINEERS MARK WAS USED AS REFERENCE MARK 1.  IT IS
 GD1848'34 FEET WEST OF THE CENTER OF STATE HIGHWAY 25, 25 FEET SOUTH OF THE
 GD1848'CENTER OF A GRAVELED ROAD, AND 4 FEET SOUTH OF A POWERLINE POLE.
 GD1848'IT IS STAMPED TRAV STA 187 AND IS SET FLUSH.
 GD1848'
 GD1848'REFERENCE MARK 2 IS 34 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 GD1848'15 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT EAST OF A FENCE.  IT IS
 GD1848'STAMPED BERNIE NO 2 1954 AND PROJECTS 2 INCHES.
 GD1848'
 GD1848'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTER OF STATE HIGHWAY 25,
 GD1848'AND 1 FOOT SOUTH OF A TELEPHONE POLE.  IT IS STAMPED BERNIE 1954 AND
 GD1848'PROJECTS 6 INCHES.
 GD1848'
 GD1848'TO REACH THE STATION FROM THE POST OFFICE IN BERNIE, GO EAST FOR ONE
 GD1848'BLOCK ON STATE HIGHWAY 25, TURN LEFT, NORTH, ON STATE HIGHWAY 25 AND
 GD1848'GO 0.5 MILE TO A GRAVELED ROAD LEFT, TURN LEFT, WEST AND GO 0.05
 GD1848'MILE TO THE STATION ON THE LEFT.
 GD1848'
 GD1848'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05 MILE
 GD1848'TO STATE HIGHWAY 25, TURN LEFT, NORTH, AND GO 0.4 MILE ON STATE
 GD1848'HIGHWAY 25 TO THE MARK ON THE RIGHT AS DESCRIBED.
 GD1848'
 GD1848'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1848
 GD1848                          STATION RECOVERY (1970)
 GD1848
 GD1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1848'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE LINE OF SIGHT TO THE
 GD1848'AZIMUTH MARK IS OBSTRUCTED BY A HOUSE AND THERE IS NO OBJECT VISIBLE
 GD1848'TO SET A NEW AZIMUTH MARK FROM.  THE DIRECTION BETWEEN THE
 GD1848'REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.
 GD1848'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.05 OF A
 GD1848'FOOT LONGER THAN PREVIOUS MEASUREMENT.  DUE TO VARIOUS CHANGES A
 GD1848'NEW DESCRIPTION FOLLOWS.
 GD1848'
 GD1848'THE STATION IS LOCATED IN THE NORTH EDGE OF BERNIE, AT THE NORTH
 GD1848'EDGE OF A TRAILER PARK, 167 FEET WEST OF THE CENTERLINE OF OLD STATE
 GD1848'HIGHWAY 25, 79 FEET EAST OF A FENCE CORNER AND A POWER POLE, 61
 GD1848'FEET NORTHWEST OF A 36 INCH OAK TREE, 53 FEET NORTHEAST OF A 30
 GD1848'INCH OAK TREE, 30 FEET SOUTH OF THE CENTERLINE OF A PAVED STREET,
 GD1848'23 FEET SOUTHWEST OF A POWER POLE, MONUMENT IS 2 INCHES
 GD1848'UNDERGROUND AND THE DISK IS STAMPED BERNIE 1954.
 GD1848'
 GD1848'TO REACH THE STATION FROM THE POST OFFICE IN BERNIE, GO EAST ON THE
 GD1848'STREET FOR 0.1 MILE TO A PAVED STREET LEFT.  TURN LEFT AND GO NORTH
 GD1848'ON THE PAVED STREET OLD HIGHWAY 25 FOR 0.5 MILE TO THE STATION ON
 GD1848'THE LEFT.
 GD1848'
 GD1848'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE OLD
 GD1848'HIGHWAY 25 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GD1848'
 GD1848'REFERENCE MARK 1 IS A STANDARD U.S.E.D. DISK STAMPED TRAV STA 187 SET
 GD1848'IN THE TOP OF A 6 INCH CONCRETE POST FLUSH WITH THE SURFACE OF A
 GD1848'DRIVEWAY, 25 FEET SOUTH OF THE CENTERLINE OF STREET, 35 FEET WEST
 GD1848'OF THE CENTERLINE OF HIGHWAY AND 23 FEET NORTH OF A 30 INCH HICKORY
 GD1848'TREE.
 GD1848'
 GD1848'REFERENCE MARK 2 IS 34 FEET SOUTH OF THE CENTERLINE OF THE STREET,
 GD1848'16 FEET SOUTH OF THE FENCE CORNER AND POWER POLE, 1 FOOT EAST OF A
 GD1848'WOVEN WIRE FENCE, 39 FEET NORTHWEST OF 30 INCH OAK TREE.  MONUMENT
 GD1848'PROJECTS 3 INCHES AND DISK IS STAMPED BERNIE NO 2 1954.
 GD1848'
 GD1848'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT
 GD1848'SOUTH OF A TELEPHONE POLE, 28 FEET EAST OF CENTERLINE OF HIGHWAY, 34
 GD1848'FEET WEST OF WEST RAIL OF RAILROAD TRACKS.  MONUMENT PROJECTS 12
 GD1848'INCHES AND THE DISK IS STAMPED BERNIE 1954.
 GD1848'
 GD1848'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1848'
 GD1848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT BERNIE.
 GD1848
 GD1848                          STATION RECOVERY (2002)
 GD1848
 GD1848'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1847 ***********************************************************************
 GD1847  DESIGNATION -  BERNIE MUNICIPAL TANK
 GD1847  PID         -  GD1847
 GD1847  STATE/COUNTY-  MO/STODDARD
 GD1847  USGS QUAD   -  BERNIE (1978)
 GD1847
 GD1847                         *CURRENT SURVEY CONTROL
 GD1847  ___________________________________________________________________
 GD1847* NAD 83(1997)-  36 40 07.43492(N)    089 58 02.53275(W)     ADJUSTED  
 GD1847* NAVD 88     -                                                        
 GD1847  ___________________________________________________________________
 GD1847  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 GD1847  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GD1847
 GD1847  HORZ ORDER  -  THIRD
 GD1847
 GD1847.The horizontal coordinates were established by classical geodetic methods
 GD1847.and adjusted by the National Geodetic Survey in February 2000..
 GD1847
 GD1847
 GD1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1847
 GD1847.The geoid height was determined by GEOID03.
 GD1847
 GD1847;                    North         East     Units Scale Factor Converg.
 GD1847;SPC MO E     -    92,824.874   297,612.171   MT  0.99996125   +0 19 05.1
 GD1847;UTM  16      - 4,062,227.998   234,799.823   MT  1.00046657   -1 46 23.2
 GD1847;UTM  15      - 4,062,410.586   771,034.122   MT  1.00050512   +1 48 43.7
 GD1847
 GD1847                          SUPERSEDED SURVEY CONTROL
 GD1847
 GD1847  NAD 83(1997)-  36 40 07.43635(N)    089 58 02.53391(W) AD(       ) 4
 GD1847  NAD 83(1997)-  36 40 07.44444(N)    089 58 02.53273(W) AD(       ) 4
 GD1847  NAD 83(1997)-  36 40 07.44583(N)    089 58 02.53122(W) AD(       ) 4
 GD1847  NAD 83(1986)-  36 40 07.44591(N)    089 58 02.53123(W) AD(       ) 4
 GD1847  NAD 27      -  36 40 07.24200(N)    089 58 02.19800(W) AD(       ) 3
 GD1847
 GD1847.Superseded values are not recommended for survey control.
 GD1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1847.See file dsdata.txt to determine how the superseded data were derived.
 GD1847
 GD1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3480062228(NAD 83)
 GD1847_MARKER: 53 = ELEVATED TANK
 GD1847
 GD1847  HISTORY     - Date     Condition        Report By
 GD1847  HISTORY     - 1954     FIRST OBSERVED   CGS
 GD1847  HISTORY     - 1970     GOOD             NGS
 GD1847
 GD1847                          STATION DESCRIPTION
 GD1847
 GD1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1847'THE STATION IS LOCATED JUST SOUTH OF THE BUSINESS DISTRICT IN BERNIE.
 GD1847'IT IS A 4-LEGGED STEEL STRUCTURE, PAINTED ALUMINUM, AND HAS A BALL
 GD1847'AT THE APEX.  THE APPROXIMATE OVERALL HEIGHT IS 100 FEET.
 GD1847'
 GD1847'THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 GD1847
 GD1847                          STATION RECOVERY (1970)
 GD1847
 GD1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1847'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 GD1847'THE TANK NOW HAS THE LEGEND BERNIE PAINTED ON THE NORTH AND SOUTH
 GD1847'SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1080 ***********************************************************************
 GE1080  DESIGNATION -  BERRY
 GE1080  PID         -  GE1080
 GE1080  STATE/COUNTY-  MO/BUTLER
 GE1080  USGS QUAD   -  FAIRDEALING (1979)
 GE1080
 GE1080                         *CURRENT SURVEY CONTROL
 GE1080  ___________________________________________________________________
 GE1080* NAD 83(1997)-  36 42 12.10690(N)    090 31 49.10292(W)     ADJUSTED  
 GE1080* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 GE1080  ___________________________________________________________________
 GE1080  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 GE1080  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GE1080
 GE1080  HORZ ORDER  -  FIRST
 GE1080
 GE1080.The horizontal coordinates were established by classical geodetic methods
 GE1080.and adjusted by the National Geodetic Survey in February 2000..
 GE1080
 GE1080.The orthometric height was scaled from a topographic map.
 GE1080
 GE1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1080
 GE1080.The geoid height was determined by GEOID03.
 GE1080
 GE1080;                    North         East     Units Scale Factor Converg.
 GE1080;SPC MO E     -    96,535.958   247,292.117   MT  0.99993342   -0 01 05.2
 GE1080;UTM  15      - 4,064,809.059   720,613.986   MT  1.00019965   +1 28 36.0
 GE1080
 GE1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1080!SPC MO E     -   0.99998215  x   0.99993342  =   0.99991557
 GE1080!UTM  15      -   0.99998215  x   1.00019965  =   1.00018179
 GE1080
 GE1080:                Primary Azimuth Mark                     Grid Az
 GE1080:SPC MO E     -  POPLAR BLUFF MUNICIPAL TANK              060 28 35.4
 GE1080:UTM  15      -  POPLAR BLUFF MUNICIPAL TANK              058 58 54.2
 GE1080
 GE1080|---------------------------------------------------------------------|
 GE1080| PID    Reference Object                     Distance      Geod. Az  |
 GE1080|                                                           dddmmss.s |
 GE1080| GE0965 POPLAR BLUFF MUNICIPAL TANK         APPROX.12.5 KM 0602730.2 |
 GE1080| GE0973 POPLAR BLUFF STANDPIPE              APPROX.14.0 KM 0630918.9 |
 GE1080| GE0972 POPLAR BLUFF STACK                  APPROX.13.5 KM 0654719.5 |
 GE1080| CI2999 BERRY RM 3                          151.349 METERS 10346     |
 GE1080| CI2997 BERRY RM 1                          175.974 METERS 11520     |
 GE1080| CI3000 BERRY RM 4                           66.818 METERS 17126     |
 GE1080| CI2998 BERRY RM 2                           72.299 METERS 26033     |
 GE1080| CI2996 BERRY AZ MK                                        2711036.3 |
 GE1080| GE1081 LONE HILL MICROWAVE RAD MAST        APPROX. 0.6 KM 2715822.6 |
 GE1080|---------------------------------------------------------------------|
 GE1080
 GE1080                          SUPERSEDED SURVEY CONTROL
 GE1080
 GE1080  NAD 83(1997)-  36 42 12.11004(N)    090 31 49.10401(W) AD(       ) 1
 GE1080  NAD 83(1997)-  36 42 12.11200(N)    090 31 49.10355(W) AD(       ) 1
 GE1080  NAD 83(1986)-  36 42 12.11574(N)    090 31 49.10306(W) AD(       ) 1
 GE1080  NAD 27      -  36 42 11.91600(N)    090 31 48.68600(W) AD(       ) 1
 GE1080
 GE1080.Superseded values are not recommended for survey control.
 GE1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1080.See file dsdata.txt to determine how the superseded data were derived.
 GE1080
 GE1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2061464809(NAD 83)
 GE1080_MARKER: DS = TRIANGULATION STATION DISK
 GE1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1080+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 GE1080
 GE1080  HISTORY     - Date     Condition        Report By
 GE1080  HISTORY     - 1930     MONUMENTED       CGS
 GE1080  HISTORY     - 1957     GOOD             CGS
 GE1080  HISTORY     - 20031210 GOOD             MODNR
 GE1080
 GE1080                          STATION DESCRIPTION
 GE1080
 GE1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GE1080'ABOUT 10 MILES SOUTHWEST OF POPLAR BLUFF, 2-1/2 MILES NORTH
 GE1080'AND ONE-HALF MILE WEST OF JUNCTION OF ROUTES 42 AND 67, AND
 GE1080'ONE-HALF MILE NORTHEAST OF LONE HILL CHURCH AND SCHOOL BUILDING
 GE1080'ON LAND OWNED BY OSCAR BERRY.  TO REACH FROM POPLAR BLUFF, GO
 GE1080'4-1/4 MILES SOUTHWEST ON ROUTE 67 TO POINT WHERE ROAD TURNS
 GE1080'SOUTH, WEST OF COUNTY POOR FARM, THENCE WEST AND SOUTH 7.8
 GE1080'MILES OVER COUNTY ROAD TO BERRYS HOUSE ON WEST SIDE OF ROAD.
 GE1080'STATION IS ABOUT 150 METERS (492 FEET) WEST OF HOUSE, 20
 GE1080'FEET NORTH OF PATH LEADING WEST, IN ORCHARD SOUTH OF PATH,
 GE1080'AND 1 METER (3 FEET) EAST OF LINE PROLONGED FROM THIRD ROW
 GE1080'OF TREES FROM EAST.  SURFACE AND UNDERGROUND MARKS ARE
 GE1080'STANDARD STATION DISKS IN CONCRETE.
 GE1080'UPPER MARK IS 18 INCHES BELOW SURFACE.  REFERENCE MARKS ARE
 GE1080'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 GE1080'IS IN FENCE LINE EAST OF COUNTY ROAD, 20 METERS (66 FEET)
 GE1080'NORTHEAST OF BARN AND ONE-EIGHTH MILE FROM STATION
 GE1080'S 60 DEG 40 MIN E.  NO. 2 IS IN FENCE LINE
 GE1080'WEST OF ORCHARD, 21 METERS (69 FEET) SOUTH OF FENCE
 GE1080'CORNER, AND 237.2 FEET FROM STATION S 80 DEG 33 MIN W.
 GE1080
 GE1080                          STATION RECOVERY (1957)
 GE1080
 GE1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1080'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 GE1080'FOUND TO BE IN GOOD CONDITION.  IT WAS NECESSARY TO DESTROY
 GE1080'REFERENCE MARK 2 AS IT WAS LOCATED IN A CULTIVATED FIELD.
 GE1080'TWO ADDITIONAL REFERENCE MARKS AND AN AZIMUTH MARK WERE
 GE1080'ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GE1080'
 GE1080'STATION IS ABOUT 8 MILES SOUTHWEST OF POPLAR BLUFF, 2-1/2 MILES
 GE1080'NORTH OF THE JUNCTION OF U.S. HIGHWAY 160 AND COUNTY ROAD F,
 GE1080'ABOUT 0.6 MILE NORTHEAST OF THE SCHOOL AND CHURCH IN THE
 GE1080'SETTLEMENT OF LONE HILL, 1/2 MILE EAST OF THE TEXAS-ILLINOIS
 GE1080'NATURAL GAS PIPELINE COMPANY MICRO-WAVE RADIO RELAY MAST, 1/2
 GE1080'MILE EAST OF COUNTY ROAD F, IN A CULTIVATED FIELD OWNED BY
 GE1080'JESSE WATSON AND IN SECTION 28, T 24 N, R 5 E.
 GE1080'
 GE1080'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND 160, ABOUT
 GE1080'10 MILES SOUTH OF POPLAR BLUFF, GO WEST ON HIGHWAY 160 FOR 1.0
 GE1080'MILE TO COUNTY ROAD F ON THE RIGHT, TURN RIGHT AND GO NORTH
 GE1080'ON COUNTY ROAD F FOR 2.5 MILES TO A GRAVELED ROAD ON THE RIGHT
 GE1080'AND THE SCHOOL AND CHURCH ON THE LEFT, (THE AZIMUTH MARK IN
 GE1080'0.1 MILE NORTH OF THIS POINT ON THE LEFT) TURN RIGHT AND
 GE1080'GO EAST ON THE GRAVELED ROAD FOR 0.5 MILE TO A GRAVELED ROAD
 GE1080'ON THE LEFT, TURN LEFT AND GO NORTH FOR 0.15 MILE TO THE
 GE1080'WATSON FARM HOUSE AND THE STATION ON THE LEFT.
 GE1080'
 GE1080'STATION MARKS ARE STANDARD DISKS, STAMPED BERRY 1930.  THE
 GE1080'SURFACE MARK IS ABOUT 10 INCHES BELOW THE GROUND SURFACE, SET
 GE1080'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  IT IS 381 FEET WEST
 GE1080'OF THE SOUTHWEST CORNER OF THE WATSON FARM HOUSE, 220 FEET
 GE1080'NORTH OF A FENCE CORNER AT THE WEST END OF A LANE AND 20
 GE1080'FEET WEST OF A FENCE.
 GE1080'
 GE1080'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BERRY NO 1 1930,
 GE1080'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2
 GE1080'INCHES.  IT IS 47 FEET SOUTHEAST OF THE CENTER OF A BOARD
 GE1080'GATE, 24 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 21
 GE1080'FEET NORTH OF A FENCE CORNER AND 2 FEET EAST OF AN OLD FENCE
 GE1080'LINE IN A HEDGE ROW.
 GE1080'
 GE1080'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BERRY NO 3 1930,
 GE1080'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH
 GE1080'WITH THE GROUND.  IT IS IN A FENCE LINE, 105 FEET SOUTHEAST
 GE1080'OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 28 FEET SOUTH OF
 GE1080'A FENCE CORNER, 26 FEET SOUTH OF A TRANSFORMER POLE AND 16 FEET
 GE1080'WEST OF THE CENTER OF THE GRAVELED ROAD.  A WHITE WITNESS POST
 GE1080'WAS SET 3 FEET EAST OF THE MARK.
 GE1080'
 GE1080'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BERRY NO 4 1930,
 GE1080'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 GE1080'6 INCHES.  IT IS 16 FEET NORTH OF AN EAST-WEST FENCE. 10 FEET
 GE1080'NORTH OF THE CENTER OF A TRACK ROAD AND 10 FEET WEST OF A
 GE1080'FENCE CORNER AT THE WEST END OF A LANE.
 GE1080'
 GE1080'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BERRY 1957, SET
 GE1080'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GE1080'IT IS 201 FEET WEST OF THE WEST CORNER OF A CONCRETE BUILDING
 GE1080'AT THE BASE OF THE RADIO MAST, 67.7 FEET SOUTHEAST OF THE
 GE1080'SOUTHEAST CORNER OF A HOUSE, 10.2 FEET SOUTH OF THE EAST END
 GE1080'OF A FENCE AND 22 FEET WEST OF THE CENTER OF COUNTY ROAD F.
 GE1080'A WHITE WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
 GE1080'
 GE1080'HEIGHT OF LIGHT ABOVE THE STATION MARK- 30 METERS.
 GE1080
 GE1080                          STATION RECOVERY (2003)
 GE1080
 GE1080'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 GE1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1952 ***********************************************************************
 JE1952  DESIGNATION -  BERRY RESET
 JE1952  PID         -  JE1952
 JE1952  STATE/COUNTY-  MO/CASS
 JE1952  USGS QUAD   -  BELTON (1991)
 JE1952
 JE1952                         *CURRENT SURVEY CONTROL
 JE1952  ___________________________________________________________________
 JE1952* NAD 83(1997)-  38 49 14.14335(N)    094 33 34.52647(W)     ADJUSTED  
 JE1952* NAVD 88     -       340.3    (meters)    1116.     (feet)  VERTCON   
 JE1952  ___________________________________________________________________
 JE1952  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 JE1952  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE1952
 JE1952  HORZ ORDER  -  FIRST
 JE1952
 JE1952.The horizontal coordinates were established by classical geodetic methods
 JE1952.and adjusted by the National Geodetic Survey in February 2000..
 JE1952
 JE1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1952
 JE1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1952
 JE1952.The geoid height was determined by GEOID03.
 JE1952
 JE1952;                    North         East     Units Scale Factor Converg.
 JE1952;SPC MO W     -   294,535.867   844,825.167   MT  0.99994151   -0 02 14.5
 JE1952;SPC KS N     -    59,766.169   698,705.043   MT  0.99998485   +2 10 36.5
 JE1952;SPC KS S     -   646,298.536   742,122.508   MT  1.00006011   +2 25 17.4
 JE1952;UTM  15      - 4,298,023.472   364,608.316   MT  0.99982573   -0 58 40.2
 JE1952
 JE1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1952!SPC MO W     -   0.99995166  x   0.99994151  =   0.99989317
 JE1952!SPC KS N     -   0.99995166  x   0.99998485  =   0.99993651
 JE1952!SPC KS S     -   0.99995166  x   1.00006011  =   1.00001177
 JE1952!UTM  15      -   0.99995166  x   0.99982573  =   0.99977740
 JE1952
 JE1952|---------------------------------------------------------------------|
 JE1952| PID    Reference Object                     Distance      Geod. Az  |
 JE1952|                                                           dddmmss.s |
 JE1952| CN5672 BERRY RM 3                          141.915 METERS 00031     |
 JE1952| JE1963 BELTON NEW MUNICIPAL TANK           APPROX. 2.1 KM 1043047.1 |
 JE1952| JE1966 BERRY AZ MK                         APPROX. 0.6 KM 2663634.1 |
 JE1952| JE1985 GREAT LAKES PIPELINE CO W TANK      APPROX.17.5 KM 2930255.8 |
 JE1952| JE1983 GREAT LAKES PIPELINE CO E TANK      APPROX.17.5 KM 2930654.6 |
 JE1952|---------------------------------------------------------------------|
 JE1952
 JE1952                          SUPERSEDED SURVEY CONTROL
 JE1952
 JE1952  NAD 83(1997)-  38 49 14.14341(N)    094 33 34.52642(W) AD(       ) 1
 JE1952  NAD 83(1986)-  38 49 14.15110(N)    094 33 34.52370(W) AD(       ) 1
 JE1952  NAD 27      -  38 49 14.12206(N)    094 33 33.68691(W) AD(       ) 1
 JE1952  NGVD 29 (07/19/86)  340.2    (m)         1116.     (f) VERT ANG       
 JE1952
 JE1952.Superseded values are not recommended for survey control.
 JE1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1952.See file dsdata.txt to determine how the superseded data were derived.
 JE1952
 JE1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC6460898023(NAD 83)
 JE1952_MARKER: DS = TRIANGULATION STATION DISK
 JE1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1952
 JE1952  HISTORY     - Date     Condition        Report By
 JE1952  HISTORY     - 1884     MONUMENTED       CGS
 JE1952  HISTORY     - 1934     MARK NOT FOUND   CGS
 JE1952  HISTORY     - 1935     GOOD             CGS
 JE1952  HISTORY     - 1953     MARK NOT FOUND   USGS
 JE1952  HISTORY     - 1954     GOOD             CGS
 JE1952  HISTORY     - 1960     MARK NOT FOUND   CGS
 JE1952  HISTORY     - 1961     MARK NOT FOUND   MOHC
 JE1952  HISTORY     - 1963     GOOD             CGS
 JE1952  HISTORY     - 1967     GOOD             CGS
 JE1952
 JE1952                          STATION DESCRIPTION
 JE1952
 JE1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (FDG)
 JE1952'ABOUT 1-1/2 MILES WEST OF BELTON, IN THE SW 1/4 SEC. 10, T. 33 N.,
 JE1952'R. 46 W., NEAR THE EAST CENTER OF A FIELD OWNED (1922) BY THE
 JE1952'ESTATE OF E.J. WALKER AND FARMED BY S.G. HALLOWAY WHO LIVES ON THE
 JE1952'SOUTH SIDE OF THE BELTON ROAD 1/3 MILE DUE SOUTH OF THE STATION.
 JE1952'THE UNDERGROUND, STATION, AND WITNESS MARKS ARE DESCRIBED.
 JE1952'A FORKED COTTONWOOD TREE, MARKED WITH A TRIANGLE
 JE1952'3 FEET FROM THE GROUND ON THE SIDE TOWARD THE STATION, IS 85.36
 JE1952'METERS (279.5 FEET) FROM THE STATION ON A BEARING OF N 86 DEG 37 MIN W
 JE1952'THE EARTH AROUND THE STATION IS MIXED WITH CHARCOAL.
 JE1952
 JE1952                          STATION RECOVERY (1934)
 JE1952
 JE1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 JE1952'STATION, WITNESS POST OR SUB-SURFACE MARK COULD NOT BE RECOVERED.
 JE1952'STATION LOST.
 JE1952
 JE1952                          STATION RECOVERY (1935)
 JE1952
 JE1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JE1952'STATION FOUND.  IT IS LOCATED 1.6 MILES WEST OF BELTON, ON LAND
 JE1952'OWNED BY E.E. ROUT OF THE COMMERCE TRUST COMPANY OF KANSAS CITY,
 JE1952'AND FARMED BY THE THOMAS BROTHERS, ABOUT 0.3 MILE NORTH OF A ROAD,
 JE1952'267 FEET SOUTHWEST OF A LONE FORKED COTTONWOOD TREE WITH A
 JE1952'TRIANGULAR BLAZE, 272 FEET NORTH OF A 20-INCH COTTONWOOD TREE WHICH
 JE1952'IS THE THIRD TREE FROM THE EAST END OF A ROW OF TREES 1/4 MILE NORTH
 JE1952'OF ROAD, 465 FEET SOUTH OF FENCE ON THE NORTH SIDE OF FIELD AND
 JE1952'566 FEET WEST OF FENCE IN THE HEDGE ROW THROUGH THE CENTER OF
 JE1952'THE SECTION.
 JE1952'
 JE1952'THE SURFACE MARK IS A 6-INCH SQUARE SANDSTONE POST EXTENDING 4
 JE1952'INCHES ABOVE GROUND, WITH ITS TOP LEANING EAST.  THE NORTH WITNESS
 JE1952'STONE WAS FOUND BROKEN OFF 6 INCHES BELOW GROUND.  THE SOUTH
 JE1952'WITNESS STONE WAS NOT FOUND.
 JE1952
 JE1952                          STATION RECOVERY (1953)
 JE1952
 JE1952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JE1952'SURFACE MARK WAS FOUND TO BE DESTROYED.  APPEARED TO HAVE BEEN
 JE1952'PLOWED UP DURING RECENT CULTIVATION OF THE AREA.
 JE1952
 JE1952                          STATION RECOVERY (1954)
 JE1952
 JE1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 JE1952'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 JE1952'EXCEPTION- THE LONE FORKED COTTONWOOD TREE HAS BEEN REMOVED, AND
 JE1952'THE LAND IS NOW OWNED BY FRIEDA POTTER OF 2400 E. 10TH ST. OF
 JE1952'KANSAS CITY AND FARMED BY F.S. TURNER OF BELTON, MO.
 JE1952'
 JE1952'THE MONUMENT IS IN THE MIDDLE OF A CULTIVATED FIELD.  IT HAS BEEN
 JE1952'KNOCKED FROM ITS ORIGINAL POSITION AND PLACED IN ITS EXISTING
 JE1952'POSITION, PROBABLY BY THE TENANT FARMER.  THE MONUMENT NOW PROJECTS
 JE1952'18 IN. ABOVE THE GROUND.  NO ATTEMPT WAS MADE TO RECOVER THE UNDER
 JE1952'GROUND STATION.  NOTE- IT IS POSSIBLE TO DRIVE TO THE STATION
 JE1952'APPROACHING FROM THE SOUTH BY A SERVICE ROAD.
 JE1952
 JE1952                          STATION RECOVERY (1960)
 JE1952
 JE1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 JE1952'STATION MARK WAS SEARCHED FOR, AND NO EVIDENCE OF THE MARK COULD
 JE1952'BE FOUND.  THE STATION SITE IS ON THE PROPERTY OF MR. JOS. C.
 JE1952'BEERY OF 617 BRUSH CREEK RD., KANSAS CITY.  THE GROUND IS LEASED
 JE1952'BY MR. J.T. DEAN, WHO WAS CONTACTED NEAR THE STATION SITE.  HE
 JE1952'STATED THAT WHEN HE STARTED TO FARM THE GROUND ABOUT 4 OR 5 YEARS
 JE1952'AGO, THE MONUMENT WITH A BRONZE DISK WAS LYING ALONG THE EDGE OF THE
 JE1952'FIELD.  HE STATED THAT HE HAD AT ONE TIME USED THE MONUMENT FOR
 JE1952'A WEIGHT ON A DISK HARROW, BUT COULD NOT REMEMBER WHAT HAD
 JE1952'BECOME OF THE MONUMENT.  A SEARCH WAS MADE FOR THE MONUMENT
 JE1952'ALONG THE EDGE OF THE FIELD, WITHOUT SUCCESS.  THE STATION SITE IS
 JE1952'APPARENTLY ON THE HIGHEST POINT IN A CULTIVATED FIELD.  NO
 JE1952'INTERSECTED POINTS FROM THIS STATION COULD BE SEEN FROM THE
 JE1952'GROUND DUE TO TREES IN THE IMMEDIATE VICINITY.  NO EFFORT WAS
 JE1952'MADE TO TRY TO LOCATE THE UNDERGROUND MARK AT THIS TIME.
 JE1952'
 JE1952'MR. J.T. DEAN LIVES ABOUT 3 MILES SOUTH ON COUNTY ROUTE Y FROM
 JE1952'THE VILLAGE OF BELTON, AND ABOUT 1/4 MILE EAST.
 JE1952
 JE1952                          STATION RECOVERY (1961)
 JE1952
 JE1952'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 JE1952'THE FORKED COTTONWOOD TREE IS GONE.  BY MEASURING 555 WEST FROM
 JE1952'THE FENCE ON THE QUARTER SECTION LINE, WE FOUND NO EVIDENCE OF
 JE1952'THE STATION.  THIS MEASUREMENT DOES NOT REACH THE HIGH POINT OF
 JE1952'THE HILL, AND IS NOT DUE NORTH OF A 20 COTTONWOOD TREE.  A
 JE1952'MEASUREMENT OF 655 FT. FROM THE QUARTER SECTION LINE FENCE DOES
 JE1952'REACH THE HIGH POINT, AND IS NORTH OF THE COTTONWOOD TREE.
 JE1952'THERE WAS NO EVIDENCE OF THE SURFACE STATION MARKER IN THIS
 JE1952'AREA.  AN AREA OF FOUR FEET SQUARE WAS EXPOSED TO A DEPTH OF
 JE1952'36 INCHES.  A PIECE OF SANDSTONE APPROXIMATELY 4 IN. SQUARE AND
 JE1952'SEVERAL SMALL PIECES OF BROKEN GLASS WERE FOUND.  THE DIRT CONTAINED
 JE1952'SCATTERED PIECES OF CHARCOAL.  AS A RESULT OF THIS SEARCH, IT
 JE1952'IS SAFE TO ASSUME THE STATION HAS BEEN DESTROYED.
 JE1952
 JE1952                          STATION RECOVERY (1963)
 JE1952
 JE1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JE1952'THE UNDERGROUND MARK WHICH WAS A SMALL BOTTLE FILLED WITH ASHES
 JE1952'WAS RECOVERED ABOUT 3 FEET BELOW THE SURFACE OF THE CULTIVATED
 JE1952'FIELD.  THE NORTH AND SOUTH WITNESS STONES WERE BOTH FOUND ABOUT
 JE1952'10 INCHES BELOW THE SURFACE OF THE FIELD AND 6.1 FEET IN DISTANCE
 JE1952'FROM THE STATION.  THESE WITNESS STONES ARE IN THE MERIDIAN OF
 JE1952'THE STATION AND APPROXIMATELY ON LINE WITH REFERENCE MARK NO. 3
 JE1952'WHICH WAS ESTABLISHED 465.60 FEET NORTH OF THE STATION IN AN
 JE1952'EAST-WEST FENCELINE.  THE UNDERGROUND POTTERY BOTTLE WAS
 JE1952'REMOVED AND A STANDARD STATION DISK WAS SET IN CONCRETE ABOUT 4
 JE1952'FEET BELOW THE SURFACE.  THE SURFACE MARK WAS ESTABLISHED ABOUT
 JE1952'18 INCHES BELOW THE GROUND SURFACE AND IS ABOUT 24 INCHES
 JE1952'SQUARE.  AN AZIMUTH MARK WAS SET ABOUT 0.4 MILE WEST ALONG
 JE1952'A ROAD RIGHT-OF-WAY.  THE STATION MARK IS 666 FEET WEST OF FENCE IN
 JE1952'HEDGEROW THROUGH MIDDLE OF SECTION INSTEAD OF 566 FEET AS
 JE1952'LISTED IN ORIGINAL NOTES.  A COMPLETE DESCRIPTION FOLLOWS.
 JE1952'
 JE1952'STATION IS LOCATED ABOUT 1 AND 1/2 MILES WEST-NORTHWEST OF THE TOWN
 JE1952'OF BELTON IN THE SW 1/4 OF SEC. 10, T 46 N., R 33 W ON CULTIVATED
 JE1952'LAND WHICH IS JUST SOUTH OF THE GRANDVIEW AIR BASE AND IS OWNED
 JE1952'BY JOSEPH C BERRY, 617 BRUSH CREEK ROAD, K.C., MO. AND LEASED BY
 JE1952'J.T. DEAN WHO LIVES 4 MILES SOUTH OF BELTON.  THE STATION MARK
 JE1952'IS 666 FEET WEST OF FENCE IN THE HEDGE ROW THROUGH THE MIDDLE
 JE1952'OF SECTION, 466 FEET SOUTH OF AN EAST-WEST FENCE AND A STEEL
 JE1952'WITNESS POST WITH SIGN, 295 FEET NORTH-NORTHWEST OF THE MOST
 JE1952'EAST TREE IN A ROW OF COTTONWOODS, AND 271 FEET NORTH OF THE
 JE1952'THIRD COTTONWOOD TREE FROM THE EAST END OF ROW.  MOST OF
 JE1952'THESE COTTONWOOD TREES ARE DEAD AND WILL PROBABLY BE REMOVED IN
 JE1952'THE NEAR FUTURE.  THE MARK IS SET 18 INCHES BELOW THE SURFACE
 JE1952'OF THE GROUND AND THE DISK IS STAMPED BERRY 1884 - 1963.
 JE1952'
 JE1952'TO REACH FROM THE BELTON RAILROAD STATION, GO NORTHWEST ON
 JE1952'COMMERCICAL STREET FOR 0.15 MILE TO NORTH AVE. AND STATE HIGHWAY
 JE1952'58.  TURN LEFT ACROSS RAILROAD TRACKS AND GO WEST ON STATE HIGHWAY
 JE1952'58 (NORTH AVENUE) FOR 1.8 MILES TO CROSSROADS.  TURN RIGHT AND GO
 JE1952'NORTH ON GRAVEL ROAD FOR 0.3 MILE TO A FIELD ENTRANCE ON THE
 JE1952'RIGHT AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT INTO FIELD
 JE1952'AND GO EAST ACROSS FIELD FOR 0.4 MILE TO THE STATION AS
 JE1952'DESCRIBED.
 JE1952'
 JE1952'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 12 FEET WEST OF AN
 JE1952'18-INCH OAK TREE, 1 FOOT SOUTH OF AN EAST-WEST FENCE, AND 1 FOOT
 JE1952'EAST OF A NEW STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 6
 JE1952'INCHES AND THE DISK IS STAMPED BERRY NO 3 1884 - 1963.  THE MARK
 JE1952'IS DESCRIBED.
 JE1952'
 JE1952'THE TWO WITNESS STONES WITH THEIR TOPS DAMAGED, BUT IN PLACE 6.1
 JE1952'FEET EQUIDISTANT FROM THE STATION MARK IN MERIDIAN AND ABOUT 10
 JE1952'INCHES BELOW THE SURFACE OF CULTIVATED FIELD CAN BE USED IN THE
 JE1952'PLACE OF ANOTHER REFERENCE MARK.
 JE1952'
 JE1952'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 25 FEET WEST OF
 JE1952'NORTH-SOUTH GRAVEL ROAD, 2 FEET SOUTH OF FENCE CORNER, 4.5 FEET
 JE1952'SOUTH OF POWER POLE NO. 5291, 1 FOOT EAST OF FENCE, AND 1 FOOT
 JE1952'NORTH OF STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 JE1952'DISK IS STAMPED BERRY 1884 - 1963.
 JE1952'
 JE1952'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE1952
 JE1952                          STATION RECOVERY (1967)
 JE1952
 JE1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CEO)
 JE1952'THE AREA IS CURRENTLY FARMED AND ALL BUT THE TWO MOST EASTERLY OF
 JE1952'THE LINE OF COTTONWOOD TREES HAVE BEEN CLEARED.  THE STATION MARK
 JE1952'WAS RECOVERED ABOUT 18 INCHES BELOW THE SURFACE IN GOOD CONDITION
 JE1952'BY SWINGING AN ARC OFF RM 3.  A POSITION WAS ESTABLISHED ON THE
 JE1952'AZIMUTH MARK BY GEODIMETER TRAVERSE.
 JE1952'
 JE1952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES WEST OF
 JE1952'BELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1610 ***********************************************************************
 GD1610  DESIGNATION -  BERTRAND
 GD1610  PID         -  GD1610
 GD1610  STATE/COUNTY-  MO/MISSISSIPPI
 GD1610  USGS QUAD   -  BERTRAND (1969)
 GD1610
 GD1610                         *CURRENT SURVEY CONTROL
 GD1610  ___________________________________________________________________
 GD1610* NAD 83(1997)-  36 54 28.34552(N)    089 27 14.73148(W)     ADJUSTED  
 GD1610* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 GD1610  ___________________________________________________________________
 GD1610  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 GD1610  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD1610
 GD1610  HORZ ORDER  -  THIRD
 GD1610
 GD1610.The horizontal coordinates were established by classical geodetic methods
 GD1610.and adjusted by the National Geodetic Survey in February 2000..
 GD1610
 GD1610.The orthometric height was scaled from a topographic map.
 GD1610
 GD1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1610
 GD1610.The geoid height was determined by GEOID03.
 GD1610
 GD1610;                    North         East     Units Scale Factor Converg.
 GD1610;SPC MO E     -   119,740.301   343,205.454   MT  1.00004032   +0 37 41.3
 GD1610;UTM  16      - 4,087,465.459   281,362.582   MT  1.00018893   -1 28 27.6
 GD1610
 GD1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1610!SPC MO E     -   0.99998920  x   1.00004032  =   1.00002952
 GD1610!UTM  16      -   0.99998920  x   1.00018893  =   1.00017813
 GD1610
 GD1610|---------------------------------------------------------------------|
 GD1610| PID    Reference Object                     Distance      Geod. Az  |
 GD1610|                                                           dddmmss.s |
 GD1610| CG3234 BERTRAND RM 1                        33.577 METERS 00656     |
 GD1610| GD1585 CHARLESTON MUNICIPAL TANK           APPROX. 9.6 KM 0781014.2 |
 GD1610| GD1588 CHARLESTON RADIO MAST               APPROX.14.5 KM 0823519.7 |
 GD1610| GD1586 CHARLESTON NATL COMP WHSE N TK      APPROX. 9.8 KM 0845452.2 |
 GD1610| GD1587 CHARLESTON NATL COMP WHSE S TK      APPROX. 9.8 KM 0860537.7 |
 GD1610| CG3233 BERTRAND AZ MK                                     1831509.1 |
 GD1610| CG3235 BERTRAND RM 2                        37.765 METERS 26602     |
 GD1610| GD1786 SW BELL TELE RAD KAF 243 MAST       APPROX. 5.9 KM 2825927.3 |
 GD1610|---------------------------------------------------------------------|
 GD1610
 GD1610                          SUPERSEDED SURVEY CONTROL
 GD1610
 GD1610  NAD 83(1997)-  36 54 28.34534(N)    089 27 14.73136(W) AD(       ) 3
 GD1610  NAD 83(1997)-  36 54 28.34841(N)    089 27 14.73145(W) AD(       ) 3
 GD1610  NAD 83(1997)-  36 54 28.35595(N)    089 27 14.72810(W) AD(       ) 3
 GD1610  NAD 83(1986)-  36 54 28.35695(N)    089 27 14.73563(W) AD(       ) 3
 GD1610  NAD 27      -  36 54 28.17380(N)    089 27 14.46030(W) AD(       ) 3
 GD1610
 GD1610.Superseded values are not recommended for survey control.
 GD1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1610.See file dsdata.txt to determine how the superseded data were derived.
 GD1610
 GD1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8136387465(NAD 83)
 GD1610_MARKER: DS = TRIANGULATION STATION DISK
 GD1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1610
 GD1610  HISTORY     - Date     Condition        Report By
 GD1610  HISTORY     - 1955     MONUMENTED       CGS
 GD1610  HISTORY     - 1970     GOOD             NGS
 GD1610  HISTORY     - 19981001 POOR             MODNR
 GD1610
 GD1610                          STATION DESCRIPTION
 GD1610
 GD1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1610'THE STATION IS LOCATED IN THE VILLAGE OF BERTRAND ON THE PROPERTY OF
 GD1610'THE BERTRAND GRADE SCHOOL.  THE STATION IS SET IN THE SOUTHEAST
 GD1610'CORNER OF THE SCHOOL YARD, ABOUT 110 YARDS SOUTHEAST OF THE SOUTHEAST
 GD1610'CORNER OF THE SCHOOL BUILDING, 63 FEET NORTHWEST OF A FENCE CORNER
 GD1610'AND 4 FEET NORTH OF A WITNESS POST.
 GD1610'
 GD1610'THE STATION IS A STANDARD DISK STAMPED BERTRAND 1955, SET IN A 12
 GD1610'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 GD1610'
 GD1610'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BERTRAND NO 1
 GD1610'1955, SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 GD1610'GROUND.  THE MARK IS LOCATED ON THE EAST EDGE OF THE SCHOOL YARD, 46
 GD1610'FEET WEST OF A FENCE LINE.
 GD1610'
 GD1610'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BERTRAND NO 2
 GD1610'1955, SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 GD1610'GROUND.  THE MARK IS LOCATED ON THE SOUTH EDGE OF THE SCHOOL YARD,
 GD1610'ABOUT 110 YARDS SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL
 GD1610'BUILDING.
 GD1610'
 GD1610'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BERTRAND 1955, SET IN A
 GD1610'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 GD1610'GROUND.  THE MARK IS LOCATED ABOUT 0.5 MILE SOUTH OF THE STATION,
 GD1610'ABOUT 10 FEET N OF A TRACK ROAD AT THE EDGE OF A FIELD, 0.1 MILE E
 GD1610'OF COUNTY ROAD B, 1 FOOT NORTH OF A FENCE LINE AND 1 FOOT NORTH OF A
 GD1610'WITNESS POST.
 GD1610'
 GD1610'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 60 AND 61
 GD1610'WITH COUNTY ROAD B JUST WEST OF BERTRAND, GO SOUTH ON COUNTY ROAD B
 GD1610'FOR 0.5 MILE TO A TRACK ROAD TO THE LEFT, TURN LEFT ON TRACK ROAD
 GD1610'FOR 0.1 MILE TO THE MARK ON THE NORTH SIDE OF THE ROAD.
 GD1610'
 GD1610'NOTE - A 64 FOOT STEEL TOWER WAS USED.
 GD1610
 GD1610                          STATION RECOVERY (1970)
 GD1610
 GD1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1610'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN
 GD1610'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 GD1610'CHECKED.  THE PREVIOUS DESCRIPTION WAS FOUND TO BE VERY POOR AND A
 GD1610'NEW ONE FOLLOWS.
 GD1610'
 GD1610'THE STATION IS LOCATED IN BERTRAND AT THE SOUTHEAST CORNER OF THE
 GD1610'BERTRAND GRADE SCHOOL GROUNDS, 183 FEET SOUTH OF THE SOUTHEAST
 GD1610'CORNER OF SCHOOL, YELLOW BRICK, 54 FEET NORTHWEST OF A 36 INCH OAK
 GD1610'TREE, 44 FEET SOUTHWEST OF AN 18 INCH OAK TREE AND 1 FOOT WEST OF
 GD1610'A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 GD1610'STAMPED BERTRAND 1955.
 GD1610'
 GD1610'TO REACH THE AZIMUTH MARK FROM THE FRONT OF THE SCHOOL, GO WEST AND
 GD1610'SOUTH ON U.S. HIGHWAY 62 FOR 0.25 MILE TO THE JUNCTION OF COUNTY
 GD1610'ROAD B.  CONTINUE SOUTH ON COUNTY ROAD B FOR 0.15 MILE TO THE
 GD1610'INTERSECTION OF INTERSTATE HIGHWAY 57.  CONTINUE SOUTH ON CO. RD. B
 GD1610'FOR 0.2 MILE TO A FRONTAGE ROAD LEFT.  TURN LEFT AND GO NORTHEAST
 GD1610'ON THE FRONTAGE ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GD1610'
 GD1610'REFERENCE MARK 1 IS 45 FEET NORTHWEST OF A 30 INCH OAK TREE, 25 FEET
 GD1610'WEST OF A 10 INCH OAK TREE, 81 FEET SOUTHEAST OF THE SOUTHEAST
 GD1610'CORNER OF THE SCHOOL AND 18 FEET EAST OF THE NORTH END OF A METAL
 GD1610'TEETER TOTTER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1610'BERTRAND NO 1 1955.
 GD1610'
 GD1610'REFERENCE MARK 2 IS 41 FEET EAST OF AN 18 INCH PECAN TREE, 104 FEET
 GD1610'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL CONCRETE BLOCK BUILDING
 GD1610'AND AT THE SOUTH EDGE OF SCHOOL YARD.  THE MONUMENT IS FLUSH AND
 GD1610'THE DISK IS STAMPED BERTRAND NO 2 1955.
 GD1610'
 GD1610'THE AZIMUTH MARK IS 80 FEET EAST OF THE CENTERLINE OF THE ROAD, 43
 GD1610'FEET EAST OF A FENCE CORNER, 6 FEET NORTH OF A FENCE, 3 FEET
 GD1610'NORTHWEST OF A 24 INCH OAK TREE AND 1 FOOT SOUTH OF A METAL WITNESS
 GD1610'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BERTRAND 1955.
 GD1610'
 GD1610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT BERTRAND.
 GD1610'
 GD1610'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1610
 GD1610                          STATION RECOVERY (1998)
 GD1610
 GD1610'RECOVERY NOTE BY MO DEPT OF NAT RES 1998 (BDC)
 GD1610'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0118 ***********************************************************************
 LF0118  DESIGNATION -  BETHANY
 LF0118  PID         -  LF0118
 LF0118  STATE/COUNTY-  MO/HARRISON
 LF0118  USGS QUAD   -  BETHANY (1984)
 LF0118
 LF0118                         *CURRENT SURVEY CONTROL
 LF0118  ___________________________________________________________________
 LF0118* NAD 83(1986)-  40 15 54.     (N)    094 01 56.     (W)     SCALED    
 LF0118* NAVD 88     -       276.942  (meters)     908.60   (feet)  ADJUSTED  
 LF0118  ___________________________________________________________________
 LF0118  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LF0118  DYNAMIC HT  -         276.794 (meters)     908.12  (feet)  COMP
 LF0118  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 LF0118
 LF0118  VERT ORDER  -  SECOND    CLASS 0
 LF0118
 LF0118.The horizontal coordinates were scaled from a topographic map and have
 LF0118.an estimated accuracy of +/- 6 seconds.
 LF0118
 LF0118.The orthometric height was determined by differential leveling
 LF0118.and adjusted by the National Geodetic Survey in June 1991..
 LF0118
 LF0118.The geoid height was determined by GEOID03.
 LF0118
 LF0118.The dynamic height is computed by dividing the NAVD 88
 LF0118.geopotential number by the normal gravity value computed on the
 LF0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0118.degrees latitude (g = 980.6199 gals.).
 LF0118
 LF0118.The modeled gravity was interpolated from observed gravity values.
 LF0118
 LF0118;                    North         East    Units  Estimated Accuracy
 LF0118;SPC MO W     -   455,000.      889,790.      MT  (+/- 180 meters Scaled)
 LF0118
 LF0118                          SUPERSEDED SURVEY CONTROL
 LF0118
 LF0118  NGVD 29 (??/??/92)  276.855  (m)          908.32   (f) ADJ UNCH    2 0
 LF0118
 LF0118.Superseded values are not recommended for survey control.
 LF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0118.See file dsdata.txt to determine how the superseded data were derived.
 LF0118
 LF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE122576(NAD 83)
 LF0118_MARKER: DB = BENCH MARK DISK
 LF0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0118_SP_SET: LIMESTONE BASE
 LF0118_STAMPING: BETHANY 1934
 LF0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0118
 LF0118  HISTORY     - Date     Condition        Report By
 LF0118  HISTORY     - 1934     MONUMENTED       CGS
 LF0118  HISTORY     - 1945     GOOD             NGS
 LF0118
 LF0118                          STATION DESCRIPTION
 LF0118
 LF0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 LF0118'AT BETHANY.
 LF0118'AT BETHANY, AT THE FIRST NATIONAL BANK, IN THE CENTER OF THE
 LF0118'LIMESTONE BASE OF A CORNER PILLAR, AND 1.5 FEET ABOVE THE
 LF0118'SIDEWALK.  A STANDARD DISK, STAMPED BETHANY 1934 AND SET
 LF0118'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2673 ***********************************************************************
 JD2673  DESIGNATION -  BETHLEHEM LUTHERAN CH SPIRE
 JD2673  PID         -  JD2673
 JD2673  STATE/COUNTY-  MO/BENTON
 JD2673  USGS QUAD   -  CROCKERVILLE (1980)
 JD2673
 JD2673                         *CURRENT SURVEY CONTROL
 JD2673  ___________________________________________________________________
 JD2673* NAD 83(1997)-  38 25 20.18722(N)    093 06 47.89220(W)     ADJUSTED  
 JD2673* NAVD 88     -                                                        
 JD2673  ___________________________________________________________________
 JD2673  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 JD2673  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD2673
 JD2673  HORZ ORDER  -  THIRD
 JD2673
 JD2673.The horizontal coordinates were established by classical geodetic methods
 JD2673.and adjusted by the National Geodetic Survey in February 2000..
 JD2673
 JD2673
 JD2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2673
 JD2673.The geoid height was determined by GEOID03.
 JD2673
 JD2673;                    North         East     Units Scale Factor Converg.
 JD2673;SPC MO C     -   287,479.873   446,445.741   MT  0.99996864   -0 22 52.1
 JD2673;UTM  15      - 4,252,674.989   490,109.576   MT  0.99960120   -0 04 13.5
 JD2673
 JD2673                          SUPERSEDED SURVEY CONTROL
 JD2673
 JD2673  NAD 83(1997)-  38 25 20.19582(N)    093 06 47.89192(W) AD(       ) 4
 JD2673  NAD 83(1986)-  38 25 20.19756(N)    093 06 47.89236(W) AD(       ) 4
 JD2673  NAD 27      -  38 25 20.11326(N)    093 06 47.16246(W) AD(       ) 3
 JD2673
 JD2673.Superseded values are not recommended for survey control.
 JD2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2673.See file dsdata.txt to determine how the superseded data were derived.
 JD2673
 JD2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC9011052675(NAD 83)
 JD2673_MARKER: 90 = CHURCH SPIRE
 JD2673
 JD2673  HISTORY     - Date     Condition        Report By
 JD2673  HISTORY     - 1948     FIRST OBSERVED   CGS
 JD2673
 JD2673                          STATION DESCRIPTION
 JD2673
 JD2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2673'LOCATED ABOUT 6 MILES EAST AND 1.5 MILES SOUTH OF COLE CAMP AND
 JD2673'73 PACES NORTHWEST OF THE INTERSECTION OF TWO ROADS.  THE SPIRE
 JD2673'IS SURMOUNTED BY A CROSS AND THE HEIGHT IS ABOUT 50 FEET.  THE
 JD2673'POINT OBSERVED UPON WAS THE TOP OF THE SPIRE.
 JD2673'
 JD2673'TO REACH THE STATION FROM COLE CAMP, GO EAST ON STATE HIGHWAY
 JD2673'52 FOR 6.1 MILES TO A CROSSROAD, TURN RIGHT, SOUTH, FOR 1.5
 JD2673'MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0886 ***********************************************************************
 HE0886  DESIGNATION -  BEVER
 HE0886  PID         -  HE0886
 HE0886  STATE/COUNTY-  MO/VERNON
 HE0886  USGS QUAD   -  BELLAMY (1972)
 HE0886
 HE0886                         *CURRENT SURVEY CONTROL
 HE0886  ___________________________________________________________________
 HE0886* NAD 83(1997)-  37 42 32.32712(N)    094 09 58.93961(W)     ADJUSTED  
 HE0886* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 HE0886  ___________________________________________________________________
 HE0886  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 HE0886  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HE0886
 HE0886  HORZ ORDER  -  FIRST
 HE0886
 HE0886.The horizontal coordinates were established by classical geodetic methods
 HE0886.and adjusted by the National Geodetic Survey in February 2000..
 HE0886
 HE0886.The orthometric height was scaled from a topographic map.
 HE0886
 HE0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0886
 HE0886.The geoid height was determined by GEOID03.
 HE0886
 HE0886;                    North         East     Units Scale Factor Converg.
 HE0886;SPC MO W     -   171,202.821   879,417.092   MT  0.99995183   +0 12 14.6
 HE0886;UTM  15      - 4,174,166.631   397,190.483   MT  0.99973019   -0 42 48.5
 HE0886
 HE0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0886!SPC MO W     -   0.99995825  x   0.99995183  =   0.99991008
 HE0886!UTM  15      -   0.99995825  x   0.99973019  =   0.99968845
 HE0886
 HE0886|---------------------------------------------------------------------|
 HE0886| PID    Reference Object                     Distance      Geod. Az  |
 HE0886|                                                           dddmmss.s |
 HE0886| CN5681 BEVER RM 1                           44.912 METERS 03306     |
 HE0886| HE0879 ELDORADO SPRINGS FARM ASSN TK       APPROX.21.2 KM 0345326.6 |
 HE0886| HE0878 ELDORADO SPRINGS MFA STACK          APPROX.21.1 KM 0345943.0 |
 HE0886| HE0876 ELDORADO SPRINGS SE MUN TANK        APPROX.21.6 KM 0365420.2 |
 HE0886| CN5680 BEVER AZ MK 2                                      0515016.4 |
 HE0886| CN5679 BEVER AZ MK                                        1423647.2 |
 HE0886| HE0895 LAMAR MUNICIPAL STANDPIPE           APPROX.24.7 KM 2014725.9 |
 HE0886| HE0891 SHELDON TEX EMPIRE PLINE STK        APPROX.11.5 KM 2553926.1 |
 HE0886| CN5682 BEVER RM 2                           40.325 METERS 30008     |
 HE0886| HE0907 NEVADA CHRISTIAN CHURCH SPIRE       APPROX.21.9 KM 3102940.5 |
 HE0886| HE0912 NEVADA VERNON CO CTHSE DOME         APPROX.22.1 KM 3103720.9 |
 HE0886| HE0909 NEVADA ST HOSP 3 WATER TANK         APPROX.24.0 KM 3144224.6 |
 HE0886| HE0910 NEVADA ST HOSP 3 SHORT STACK        APPROX.24.1 KM 3144459.4 |
 HE0886| HE0911 NEVADA ST HOSP 3 TALL STACK         APPROX.24.1 KM 3144419.8 |
 HE0886|---------------------------------------------------------------------|
 HE0886
 HE0886                          SUPERSEDED SURVEY CONTROL
 HE0886
 HE0886  NAD 83(1997)-  37 42 32.32765(N)    094 09 58.93973(W) AD(       ) 1
 HE0886  NAD 83(1997)-  37 42 32.33638(N)    094 09 58.93951(W) AD(       ) 1
 HE0886  NAD 83(1986)-  37 42 32.33790(N)    094 09 58.93692(W) AD(       ) 1
 HE0886  NAD 27      -  37 42 32.18590(N)    094 09 58.13150(W) AD(       ) 1
 HE0886
 HE0886.Superseded values are not recommended for survey control.
 HE0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0886.See file dsdata.txt to determine how the superseded data were derived.
 HE0886
 HE0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB9719074167(NAD 83)
 HE0886_MARKER: DS = TRIANGULATION STATION DISK
 HE0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0886_STAMPING: BEVER 1939
 HE0886_MARK LOGO: CGS   
 HE0886_PROJECTION: FLUSH
 HE0886_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 HE0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0886+STABILITY: SURFACE MOTION
 HE0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0886+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1994
 HE0886
 HE0886  HISTORY     - Date     Condition        Report By
 HE0886  HISTORY     - 1939     MONUMENTED       CGS
 HE0886  HISTORY     - 1948     GOOD             CGS
 HE0886  HISTORY     - 1962     GOOD             CGS
 HE0886  HISTORY     - 19940331 GOOD             MOHC
 HE0886
 HE0886                          STATION DESCRIPTION
 HE0886
 HE0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HE0886'ABOUT 7 MILES EAST AND 3.7 MILES NORTH OF SHELDON, 2.5 MILES
 HE0886'WEST AND 1.5 MILES SOUTH OF MONTEVALLO IN THE NORTHEAST
 HE0886'CORNER OF THE SW 1/4 SE 1/4 OF SEC. 12, T. 34 N., R. 30 W.,
 HE0886'ON THE HIGHEST POINT OF THE HIGHEST RIDGE IN THE IMMEDIATE
 HE0886'VICINITY, ON LAND OWNED BY REBECCA BEVER.  SURFACE MARK
 HE0886'IS 95 FEET SOUTHWEST OF A FENCE INTERSECTION, 58 FEET SOUTH
 HE0886'OF AN EAST-WEST FENCE, IS STAMPED BEVER 1939 AND PROJECTS
 HE0886'6 INCHES ABOVE GROUND.  (STATION IS 82 FEET WEST OF A N.-S.
 HE0886'FENCE).
 HE0886'
 HE0886'TO REACH FROM MONTEVALLO, GO WEST 3.35 MILES ON COUNTY ROUTE
 HE0886'B TO A T-ROAD, LEFT, HERE TURN LEFT (SOUTH), AND GO 2.8
 HE0886'MILES TO A T-ROAD RIGHT (WEST) HERE TURN RIGHT AND GO 0.55
 HE0886'MILE TO A FARMHOUSE DRIVEWAY RIGHT, TURN RIGHT AND GO TO A
 HE0886'GATE IN THE NORTHEAST CORNER OF THE FARMYARD, AND PASSING
 HE0886'THROUGH GATE, FOLLOW A DIM ROAD NORTHWARD 0.3 MILE ALONG
 HE0886'THE WEST SIDE OF THE FENCE TO THE FENCE INTERSECTION AND
 HE0886'STATION.
 HE0886'
 HE0886'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0886'BRONZE DISKS SET IN CONCRETE.
 HE0886'ALL MARKS ARE WITNESSED BY 4- BY 4-
 HE0886'INCH WHITE WOODEN POSTS PROJECTING 2-1/2 FEET ABOVE GROUND.
 HE0886'
 HE0886'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION IN
 HE0886'THE NORTH-SOUTH FENCE LINE, 75 FEET NORTH OF THE FENCE INTERSECTION,
 HE0886'IS STAMPED BEVER NO. 1, 1939 AND PROJECTS 8 INCHES ABOVE GROUND.
 HE0886'
 HE0886'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION IN
 HE0886'THE EAST-WEST FENCE LINE, 19 FEET NORTH OF THE CENTER LINE
 HE0886'OF THE ROAD, IS STAMPED BEVER NO. 2, 1939 AND PROJECTS 6
 HE0886'INCHES ABOVE GROUND.
 HE0886'
 HE0886'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHEAST OF THE
 HE0886'STATION IN THE NORTH RIGHT-OF-WAY FENCE LINE, 19 FEET NORTH
 HE0886'OF THE CENTER LINE OF THE ROAD, 65 FEET WEST OF A GATE INTO
 HE0886'A BARNYARD, IS STAMPED BEVER 1939 AND PROJECTS 6 INCHES
 HE0886'ABOVE GROUND.
 HE0886'
 HE0886'A 64-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 HE0886'
 HE0886'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 HE0886
 HE0886                          STATION RECOVERY (1948)
 HE0886
 HE0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0886'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 HE0886'A NEW DESCRIPTION FOLLOWS.
 HE0886'
 HE0886'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF SHELDON
 HE0886'AND ABOUT 3 MILES WEST-SOUTHWEST OF MONTEVALLO, ON THE HIGHEST
 HE0886'POINT OF AN EAST-WEST RIDGE.  IT IS 80 FEET WEST OF A NORTH-SOUTH
 HE0886'FENCE LINE, 58 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 HE0886'3 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED BEVER 1939
 HE0886'AND PROJECTS 6 INCHES.
 HE0886'
 HE0886'REFERENCE MARK NO. 1  IS AT THE EAST EDGE OF A
 HE0886'CULTIVATED FIELD, 63 FEET NORTH OF A FENCE INTERSECTION,
 HE0886'1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, AND 3 FEET SOUTH
 HE0886'OF A WITNESS POST.  IT IS STAMPED BEVER NO 1 1939 AND PROJECTS
 HE0886'6 INCHES.
 HE0886'
 HE0886'REFERENCE MARK NO. 2  IS 1 FOOT SOUTH OF AN EAST-WEST
 HE0886'FENCE LINE AND 2 FEET EAST OF A WITNESS POST.  IT IS STAMPED
 HE0886'BEVER NO 2 1939 AND PROJECTS 6 INCHES.
 HE0886'
 HE0886'THE AZIMUTH MARK S 72 FEET WEST OF THE WEST END
 HE0886'OF A WIRE GATE, 19 FEET NORTH OF THE CENTER OF AN EAST-WEST
 HE0886'DIRT ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 4
 HE0886'FEET EAST OF A WITNESS POST.  IT IS STAMPED BEVER 1939 AND
 HE0886'PROJECTS 4 INCHES.
 HE0886'
 HE0886'TO REACH THE STATION FROM MONTEVALLO, GO WEST ON GRAVELED
 HE0886'ROAD FOR 3.5 MILES TO A SIDE ROAD LEFT, TURN LEFT, SOUTH,
 HE0886'AND GO 3.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, WEST,
 HE0886'AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 HE0886'DESCRIBED.  CONTINUE WEST ON DIRT ROAD FOR 0.3 MILE, TURN
 HE0886'RIGHT ON DIM ROAD PAST AN OLD FRAME HOUSE AND FOLLOW DIM
 HE0886'WINDING ROAD FOR 0.3 MILES TO THE STATION AS DESCRIBED.
 HE0886'
 HE0886'A 74 FOOT SIGNAL AT STATION TUFF IS VISIBLE AT 10 FEET.
 HE0886'
 HE0886'A 74 FOOT SIGNAL AT STATION LOGAN IS VISIBLE AT 10 FEET.
 HE0886'
 HE0886'A 74 FOOT SIGNAL AT STATION EL DORADO IS VISIBLE AT 50 FEET.
 HE0886'
 HE0886'A 74 FOOT SIGNAL AT STATION OLYMPIA IS VISIBLE AT 50 FEET.
 HE0886'
 HE0886'A 74 FOOT SIGNAL AT STATION FILLEY 1939 IS VISIBLE AT 50 FEET.
 HE0886'
 HE0886'A 74 FOOT SIGNAL AT MILO ECC. 1934 IS VISIBLE AT 35 FEET.
 HE0886'
 HE0886'A 74 FOOT SIGNAL AT MARVIN IS VISIBLE FROM THE GROUND.
 HE0886'
 HE0886'A 74 FOOT SIGNAL AT TUFF IS VISIBLE FROM THE GROUND.
 HE0886
 HE0886                          STATION RECOVERY (1962)
 HE0886
 HE0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PB)
 HE0886'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 HE0886'IN GOOD CONDITION AS DESCRIBED IN 1948, THE AZIMUTH MARK
 HE0886'WAS SEARCHED FOR BUT WAS NOT FOUND, A NEW ONE WAS ESTABLISHED
 HE0886'0.3 MILE NORTHEAST OF THE STATION.  A NEW WITNESS POST WAS
 HE0886'ESTABLISHED 1 FOOT EAST OF THE STATION, 132.2 FEET SOUTHEAST
 HE0886'OF REFERENCE MARK NO 2 AND 147 FEET SOUTH SOUTHWEST OF REFERENCE
 HE0886'MARK NO 1.
 HE0886'
 HE0886'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BEVER 1939 1962,
 HE0886'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 HE0886'5-INCHES.  IT IS 1.5 FEET WEST OF A FENCE LINE, 2.1 FEET
 HE0886'SOUTHWEST OF A WITNESS POST AND 13 FEET NORTH OF THE CENTER
 HE0886'OF A GATE.
 HE0886'
 HE0886'DUE TO CHANGES IN ROADS A NEW DESCRIPTION FOLLOWS.
 HE0886'
 HE0886'TO REACH FROM THE POST OFFICE IN MONTEVALLO, GO WEST ON COUNTY
 HE0886'ROAD E FOR 3.5 MILES TO THE TOP OF A SMALL HILL AND A SIDE
 HE0886'ROAD LEFT, TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 2.6
 HE0886'MILES TO A FARM ON THE RIGHT, TURN RIGHT AND GO WEST ON
 HE0886'FARM ROAD FOR 0.05 MILE TO A GATE BETWEEN A FARM HOUSE AND
 HE0886'BARN, PASS THROUGH GATE AND CONTINUE WEST ON TRACK ROAD
 HE0886'FOR 0.05 MILE TO A GATE AND AZIMUTH MARK ON RIGHT, PASS
 HE0886'THROUGH GATE TURN LEFT AND GO SOUTH ON TRACK ROAD FOR 0.1
 HE0886'MILE TO A GROUP OF TREES, TURN RIGHT AND GO WEST ON TRACK
 HE0886'ROAD FOR 0.15 MILE TO A CULTIVATED FIELD, TURN LEFT AND
 HE0886'GO SOUTHWEST CROSS CULTIVATED FIELD FOR 0.15 MILE TO A
 HE0886'GROUP ON TREES AND STATION IN NORTH EDGE ON TREES.
 HE0886
 HE0886                          STATION RECOVERY (1994)
 HE0886
 HE0886'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1994 (AC)
 HE0886'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0283 ***********************************************************************
 KD0283  DESIGNATION -  BEVIER
 KD0283  PID         -  KD0283
 KD0283  STATE/COUNTY-  MO/MACON
 KD0283  USGS QUAD   -  BEVIER SOUTH (1978)
 KD0283
 KD0283                         *CURRENT SURVEY CONTROL
 KD0283  ___________________________________________________________________
 KD0283* NAD 83(1986)-  39 44 49.     (N)    092 33 52.     (W)     SCALED    
 KD0283* NAVD 88     -       243.705  (meters)     799.56   (feet)  ADJUSTED  
 KD0283  ___________________________________________________________________
 KD0283  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD0283  DYNAMIC HT  -         243.570 (meters)     799.11  (feet)  COMP
 KD0283  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 KD0283
 KD0283  VERT ORDER  -  SECOND    CLASS 0
 KD0283
 KD0283.The horizontal coordinates were scaled from a topographic map and have
 KD0283.an estimated accuracy of +/- 6 seconds.
 KD0283
 KD0283.The orthometric height was determined by differential leveling
 KD0283.and adjusted by the National Geodetic Survey in June 1991..
 KD0283
 KD0283.The geoid height was determined by GEOID03.
 KD0283
 KD0283.The dynamic height is computed by dividing the NAVD 88
 KD0283.geopotential number by the normal gravity value computed on the
 KD0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0283.degrees latitude (g = 980.6199 gals.).
 KD0283
 KD0283.The modeled gravity was interpolated from observed gravity values.
 KD0283
 KD0283;                    North         East    Units  Estimated Accuracy
 KD0283;SPC MO C     -   434,360.      494,480.      MT  (+/- 180 meters Scaled)
 KD0283
 KD0283                          SUPERSEDED SURVEY CONTROL
 KD0283
 KD0283  NGVD 29 (??/??/92)  243.695  (m)          799.52   (f) ADJ UNCH    2 0
 KD0283
 KD0283.Superseded values are not recommended for survey control.
 KD0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0283.See file dsdata.txt to determine how the superseded data were derived.
 KD0283
 KD0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD373997(NAD 83)
 KD0283_MARKER: DB = BENCH MARK DISK
 KD0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0283_SP_SET: BUILDING
 KD0283_STAMPING: BEVIER 1934
 KD0283_MARK LOGO: CGS   
 KD0283_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0283
 KD0283  HISTORY     - Date     Condition        Report By
 KD0283  HISTORY     - 1934     MONUMENTED       CGS
 KD0283  HISTORY     - 1935     GOOD             NGS
 KD0283  HISTORY     - 1967     GOOD             NGS
 KD0283  HISTORY     - 19970618 GOOD             MODNR
 KD0283
 KD0283                          STATION DESCRIPTION
 KD0283
 KD0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0283'IN BEVIER.
 KD0283'AT BEVIER, MACON COUNTY, AT THE NORTHEAST CORNER OF THE CITY
 KD0283'HALL, 1 FOOT EAST OF THE FRONT OF THE BUILDING, 2 FEET ABOVE
 KD0283'THE SIDEWALK, AND 6 INCHES BELOW THE CORNER STONE.  A STANDARD
 KD0283'DISK, STAMPED BEVIER 1934 AND SET VERTICALLY.
 KD0283
 KD0283                          STATION RECOVERY (1967)
 KD0283
 KD0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0283'RECOVERED IN GOOD CONDITION.
 KD0283
 KD0283                          STATION RECOVERY (1997)
 KD0283
 KD0283'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 KD0283'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1112 ***********************************************************************
 KD1112  DESIGNATION -  BEVIER
 KD1112  PID         -  KD1112
 KD1112  STATE/COUNTY-  MO/MACON
 KD1112  USGS QUAD   -  BEVIER NORTH (1979)
 KD1112
 KD1112                         *CURRENT SURVEY CONTROL
 KD1112  ___________________________________________________________________
 KD1112* NAD 83(1997)-  39 45 40.00211(N)    092 33 38.95439(W)     ADJUSTED  
 KD1112* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 KD1112  ___________________________________________________________________
 KD1112  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 KD1112  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD1112
 KD1112  HORZ ORDER  -  THIRD
 KD1112
 KD1112.The horizontal coordinates were established by classical geodetic methods
 KD1112.and adjusted by the National Geodetic Survey in February 2000..
 KD1112
 KD1112.The orthometric height was scaled from a topographic map.
 KD1112
 KD1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1112
 KD1112.The geoid height was determined by GEOID03.
 KD1112
 KD1112;                    North         East     Units Scale Factor Converg.
 KD1112;SPC MO C     -   435,927.648   494,788.583   MT  0.99993367   -0 02 20.0
 KD1112;UTM  15      - 4,401,335.716   537,618.593   MT  0.99961742   +0 16 51.2
 KD1112
 KD1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1112!SPC MO C     -   0.99996345  x   0.99993367  =   0.99989713
 KD1112!UTM  15      -   0.99996345  x   0.99961742  =   0.99958089
 KD1112
 KD1112:                Primary Azimuth Mark                     Grid Az
 KD1112:SPC MO C     -  MACON MO HIWAY PATROL RAD MAST           099 24 12.6
 KD1112:UTM  15      -  MACON MO HIWAY PATROL RAD MAST           099 05 01.4
 KD1112
 KD1112|---------------------------------------------------------------------|
 KD1112| PID    Reference Object                     Distance      Geod. Az  |
 KD1112|                                                           dddmmss.s |
 KD1112| KD1038 MACON MO HIWAY PATROL RAD MAST      APPROX. 7.4 KM 0992152.6 |
 KD1112| KD1029 MACON MUN WATER AND LT PLT STK      APPROX. 8.3 KM 1083137.1 |
 KD1112| KD1027 MACON MUNICIPAL TANK                APPROX. 7.7 KM 1115456.8 |
 KD1112| KD1024 MACON S H OSTEO SANATARIUM STK      APPROX. 9.2 KM 1193122.5 |
 KD1112| CK7026 BEVIER AZ MK                                       1401925.3 |
 KD1112| CK7027 BEVIER RM 1                          31.376 METERS 18002     |
 KD1112| CK7028 BEVIER RM 2                          47.366 METERS 27220     |
 KD1112| KD1111 BEVIER 2                              5.981 METERS 32019     |
 KD1112|---------------------------------------------------------------------|
 KD1112
 KD1112                          SUPERSEDED SURVEY CONTROL
 KD1112
 KD1112  NAD 83(1997)-  39 45 40.00473(N)    092 33 38.96149(W) AD(       ) 3
 KD1112  NAD 83(1986)-  39 45 40.00652(N)    092 33 38.96227(W) AD(       ) 3
 KD1112  NAD 27      -  39 45 39.89050(N)    092 33 38.28310(W) AD(       ) 3
 KD1112
 KD1112.Superseded values are not recommended for survey control.
 KD1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1112.See file dsdata.txt to determine how the superseded data were derived.
 KD1112
 KD1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE3761901336(NAD 83)
 KD1112_MARKER: DS = TRIANGULATION STATION DISK
 KD1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1112
 KD1112  HISTORY     - Date     Condition        Report By
 KD1112  HISTORY     - 1948     MONUMENTED       CGS
 KD1112  HISTORY     - 1966     MARK NOT FOUND   CGS
 KD1112  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1112
 KD1112                          STATION DESCRIPTION
 KD1112
 KD1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1112'STATION IS LOCATED ABOUT 5 MILES WEST OF MACON AND 1/2 MILE
 KD1112'NORTH OF BEVIER IN THE NE 1/4 SEC. 10, T 57 N, R 15 W, ON LAND
 KD1112'OWNED AND OCCUPIED BY MR. S. FOOS, 174 FEET EAST OF THE SOUTHEAST
 KD1112'CORNER OF HIS HOUSE, 29 FEET WEST OF THE CENTERLINE OF
 KD1112'GRADED ROAD AND 18 FEET SOUTH OF THE SOUTHEAST FENCE CORNER
 KD1112'OF FENCE AROUND BARN.  THE MARK IS FLUSH WITH THE GROUND AND
 KD1112'THE DISC IS STAMPED BEVIER 1948.
 KD1112'
 KD1112'REFERENCE MARK NO. 1 IS 102.94 FEET SOUTH OF THE STATION, 25
 KD1112'FEET WEST OF THE CENTERLINE OF GRADED ROAD AND 24 FEET NORTH
 KD1112'OF TENSION POLE.  THE MARK PROJECTS 1 INCH AND THE DISC IS
 KD1112'STAMPED BEVIER NO 1 1948.
 KD1112'
 KD1112'REFERENCE MARK NO. 2 IS 155.45 FEET WEST OF THE STATION, 28
 KD1112'FEET EAST OF THE SOUTHEAST CORNER OF MR. FOOSS HOUSE AND 2 FEET
 KD1112'NORTHEAST OF TREE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 KD1112'DISC IS STAMPED BEVIER NO 2 1948.
 KD1112'
 KD1112'THE AZIMUTH MARK IS 0.7 MILE SOUTHEAST OF THE STATION, 48 FEET
 KD1112'WEST OF TELEPHONE POLE, 35 FEET SOUTH OF THE CENTERLINE OF U.S.
 KD1112'HIGHWAY 36 AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 4
 KD1112'INCHES AND THE DISC IS STAMPED BEVIER 1948.
 KD1112'
 KD1112'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KD1112'COUNTY ROUTE C IN BEVIER, GO EAST ON U.S. HIGHWAY 36 FOR 0.15
 KD1112'MILE TO A ROAD LEFT.  TURN LEFT AND FOLLOW THE MAIN ROAD NORTH
 KD1112'FOR 0.5 MILE TO CROSSROADS AND THE STATION ABOUT 150 FEET NORTH
 KD1112'ON THE LEFT SIDE OF THE ROAD.
 KD1112'
 KD1112'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 36
 KD1112'AND COUNTY ROUTE C IN BEVIER, GO EAST ON U.S. HIGHWAY 36 FOR
 KD1112'0.65 MILE TO THE TOP OF THE GRADE AND THE AZIMUTH MARK ON
 KD1112'THE RIGHT.
 KD1112'
 KD1112'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1112
 KD1112                          STATION RECOVERY (1966)
 KD1112
 KD1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EWB)
 KD1112'THE SURFACE, UNDERGROUND AND R.M. NO. 1 HAD BEEN DESTROYED.
 KD1112'THE ORIGINAL POSITION OF THE STATION WAS NEAR THE CENTER OF A
 KD1112'FARM DRIVEWAY.  THE ORIGINAL POSITION WAS LOCATED FROM THE
 KD1112'REFERENCE MARK, AZIMUTH MARK AND INTERSECTION STATIONS IN MACON.
 KD1112'AFTER THE ORIGINAL POSITION WAS DETERMINED THEN A NEW STATION
 KD1112'WAS ESTABLISHED AT THE SIDE OF THE DRIVEWAY TO THE NORTHWEST.
 KD1112'
 KD1112'FOR DETAILS OF NEW STATION SEE DESCRIPTION FOR BEVIER 2 1966.
 KD1112
 KD1112                          STATION RECOVERY (1990)
 KD1112
 KD1112'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1111 ***********************************************************************
 KD1111  DESIGNATION -  BEVIER 2
 KD1111  PID         -  KD1111
 KD1111  STATE/COUNTY-  MO/MACON
 KD1111  USGS QUAD   -  BEVIER NORTH (1979)
 KD1111
 KD1111                         *CURRENT SURVEY CONTROL
 KD1111  ___________________________________________________________________
 KD1111* NAD 83(1997)-  39 45 40.15137(N)    092 33 39.11481(W)     ADJUSTED  
 KD1111* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 KD1111  ___________________________________________________________________
 KD1111  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 KD1111  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD1111
 KD1111  HORZ ORDER  -  SECOND
 KD1111
 KD1111.The horizontal coordinates were established by classical geodetic methods
 KD1111.and adjusted by the National Geodetic Survey in February 2000..
 KD1111
 KD1111.The orthometric height was scaled from a topographic map.
 KD1111
 KD1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1111
 KD1111.The geoid height was determined by GEOID03.
 KD1111
 KD1111;                    North         East     Units Scale Factor Converg.
 KD1111;SPC MO C     -   435,932.254   494,784.768   MT  0.99993367   -0 02 20.1
 KD1111;UTM  15      - 4,401,340.298   537,614.754   MT  0.99961742   +0 16 51.1
 KD1111
 KD1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1111!SPC MO C     -   0.99996345  x   0.99993367  =   0.99989713
 KD1111!UTM  15      -   0.99996345  x   0.99961742  =   0.99958089
 KD1111
 KD1111:                Primary Azimuth Mark                     Grid Az
 KD1111:SPC MO C     -  MACON MO HIWAY PATROL RAD MAST           099 26 02.5
 KD1111:UTM  15      -  MACON MO HIWAY PATROL RAD MAST           099 06 51.3
 KD1111
 KD1111|---------------------------------------------------------------------|
 KD1111| PID    Reference Object                     Distance      Geod. Az  |
 KD1111|                                                           dddmmss.s |
 KD1111| KD1038 MACON MO HIWAY PATROL RAD MAST      APPROX. 7.4 KM 0992342.4 |
 KD1111| KD1113 BEVIER 2 RM 4 AZIMUTH               486.303 METERS 1063300.9 |
 KD1111| KD1027 MACON MUNICIPAL TANK                APPROX. 7.7 KM 1115613.0 |
 KD1111| CK7026 BEVIER AZ MK                                       1401924.4 |
 KD1111| CK7029 BEVIER 2 RM 3                        10.394 METERS 18758     |
 KD1111| CK7028 BEVIER RM 2                          43.599 METERS 26629     |
 KD1111|---------------------------------------------------------------------|
 KD1111
 KD1111                          SUPERSEDED SURVEY CONTROL
 KD1111
 KD1111  NAD 83(1997)-  39 45 40.15399(N)    092 33 39.12191(W) AD(       ) 2
 KD1111  NAD 83(1986)-  39 45 40.15578(N)    092 33 39.12269(W) AD(       ) 2
 KD1111  NAD 27      -  39 45 40.03977(N)    092 33 38.44351(W) AD(       ) 2
 KD1111
 KD1111.Superseded values are not recommended for survey control.
 KD1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1111.See file dsdata.txt to determine how the superseded data were derived.
 KD1111
 KD1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE3761501340(NAD 83)
 KD1111_MARKER: DS = TRIANGULATION STATION DISK
 KD1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1111_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1111
 KD1111  HISTORY     - Date     Condition        Report By
 KD1111  HISTORY     - 1966     MONUMENTED       CGS
 KD1111  HISTORY     - 1968     GOOD             CGS
 KD1111  HISTORY     - 1974     GOOD             NGS
 KD1111  HISTORY     - 1990     GOOD             USPSQD
 KD1111
 KD1111                          STATION DESCRIPTION
 KD1111
 KD1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1111'THE STATION IS ABOUT 5 MILES WEST OF MACON, 1/2 MILE NORTH
 KD1111'OF BEVIER AND ABOUT 0.05 MILE NORTH OF THE JUNCTION OF U.S.
 KD1111'HIGHWAY 36 AND COUNTY ROUTE C.
 KD1111'
 KD1111'TO REACH THE STATION FROM THE JUNCTION OF U.S. 36 AND COUNTY ROUTE
 KD1111'C, ABOUT 1/2 MILE NORTH OF BEVIER, GO NORTH ON COUNTY ROUTE C FOR
 KD1111'0.05 MILE TO A FARM DRIVEWAY AND STATION ON THE LEFT.
 KD1111'
 KD1111'THE STATION IS TO THE EAST OF A FARMHOUSE, 33.5 FEET WEST
 KD1111'OF THE CENTERLINE OF COUNTY ROUTE C, 13 FEET NORTH OF THE
 KD1111'CENTERLINE OF A DRIVEWAY, 6 FEET SOUTHEAST OF A FENCE CORNER AT
 KD1111'SOUTHEAST CORNER OF A BARNLOT AND 5 FEET SOUTHEAST OF A METAL
 KD1111'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BEVIER 2
 KD1111'1966.  THE UNDERGROUND MARK WAS SET ABOUT 3 FEET BELOW THE
 KD1111'SURFACE OF THE GROUND.
 KD1111'
 KD1111'R.M. NO. 2 IS 28 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 KD1111'OF A FARMHOUSE, 21 FEET WEST OF THE CENTERLINE OF A DRIVEWAY
 KD1111'AND 2 FEET NORTHEAST OF A 24-INCH STUMP.  THE MARK IS FLUSH AND
 KD1111'THE DISK IS STAMPED BEVIER NO 2 1948.
 KD1111'
 KD1111'R.M. NO. 3 IS 37.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KD1111'21 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 4 FEET
 KD1111'SOUTH OF A METAL RIGHT-OF-WAY POST.  THE MARK IS FLUSH AND
 KD1111'THE DISK IS STAMPED BEVIER 2 NO 3 1966.
 KD1111'
 KD1111'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 36,
 KD1111'1 FOOT NORTH OF A RIGHT-OF-WAY FENCE AND 1 FOOT WEST OF A METAL
 KD1111'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KD1111'BEVIER 1948.
 KD1111'
 KD1111'TO REACH THE AZIMUTH MARK FROM THE JUNCTION JUST SOUTH OF THE
 KD1111'STATION, GO SOUTH ON COUNTY ROUTE C FOR 0.55 MILE TO POINT WHERE
 KD1111'ROUTE C TURNS RIGHT, TURN LEFT AND GO EAST ON OLD U.S. HIGHWAY 36
 KD1111'FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 KD1111
 KD1111                          STATION RECOVERY (1968)
 KD1111
 KD1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (USG)
 KD1111'(U.S.G.S., 1968)- ALL MARKS FOUND IN GOOD CONDITION.
 KD1111
 KD1111                          STATION RECOVERY (1974)
 KD1111
 KD1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KD1111'THE STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3 WERE
 KD1111'RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN
 KD1111'1966.  THE AZIMUTH MARK WAS FOUND EXPOSED AND OUT OF POSITION.
 KD1111'REFERENCE MARK 4 WAS ESTABLISHED THIS DATE AND A POLARIS
 KD1111'OBSERVATION WAS OBSERVED.  THE INTERSECTION STATIONS LISTED ABOVE
 KD1111'WERE ERRECTED IN THE YEARS AS FOLLOWS, THE HIGHWAY PATROL RADIO
 KD1111'TOWER WAS BUILT IN 1970, THE MUNI. NORTH WATER TANK WAS BUILT IN
 KD1111'1964 AND THE MUNI.  SOUTH WATER TANK WAS BUILT IN 1969 AND THE
 KD1111'OLD MUNI. WATER TANK 1948 HAS BEEN REMOVED.  FOLLOWING IS A NEW
 KD1111'DESCRIPTION FOR ROUTE TO REACH THE STATION AND A DESCRIPTION FOR
 KD1111'REFERENCE MARK 4.
 KD1111'
 KD1111'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 36,
 KD1111'COUNTY ROUTE 0 AND COUNTY ROUTE C, ABOUT 1/2 MILE NORTH OF BEVIER,
 KD1111'GO NORTH ON COUNTY ROUTE 0 FOR 0.05 MILE TO DRIVEWAY TO OLD FARM
 KD1111'BUILDINGS AND THE STATION ON THE LEFT.
 KD1111'
 KD1111'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEVIER 2 1966 NO 4 1974
 KD1111'AZ, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 KD1111'PLATE BOLTED AT THE BOTTOM, ENCASED IN AN 8-INCH SQUARE TILE WITH
 KD1111'GRAVEL AND 1 INCH BELOW THE GROUND SURFACE.  IT IS 1.8 FEET NORTH
 KD1111'OF AN EAST-WEST FENCE ALONG THE SOUTH RIGHT-OF-WAY OF HIGHWAY 36
 KD1111'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 KD1111'
 KD1111'TO REACH REFERENCE MARK 4 FROM THE INTERSECTION MENTIONED ABOVE, GO
 KD1111'EAST ON HIGHWAY 36 FOR 0.3 MILE TO HIGHWAY CUTBANK AND THE REFERENCE
 KD1111'MARK 4 ON THE RIGHT.
 KD1111'
 KD1111'NOTE--THE DISK WAS RECLAIMED FROM THE AZIMUTH MARK CONCRETE MONUMENT
 KD1111'AND THE MONUMENT WAS MOVED TO A FENCELINE ON ROAD RIGHT-OF-WAY.
 KD1111'
 KD1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NORTH OF
 KD1111'BEVIER.
 KD1111
 KD1111                          STATION RECOVERY (1990)
 KD1111
 KD1111'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1903 ***********************************************************************
 JE1903  DESIGNATION -  BIG DEER
 JE1903  PID         -  JE1903
 JE1903  STATE/COUNTY-  MO/BATES
 JE1903  USGS QUAD   -  ADRIAN (1981)
 JE1903
 JE1903                         *CURRENT SURVEY CONTROL
 JE1903  ___________________________________________________________________
 JE1903* NAD 83(1997)-  38 26 55.64841(N)    094 15 10.53045(W)     ADJUSTED  
 JE1903* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 JE1903  ___________________________________________________________________
 JE1903  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 JE1903  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JE1903
 JE1903  HORZ ORDER  -  THIRD
 JE1903
 JE1903.The horizontal coordinates were established by classical geodetic methods
 JE1903.and adjusted by the National Geodetic Survey in February 2000..
 JE1903
 JE1903.The orthometric height was scaled from a topographic map.
 JE1903
 JE1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1903
 JE1903.The geoid height was determined by GEOID03.
 JE1903
 JE1903;                    North         East     Units Scale Factor Converg.
 JE1903;SPC MO W     -   253,292.094   871,567.022   MT  0.99994690   +0 09 13.1
 JE1903;UTM  15      - 4,256,354.640   390,668.289   MT  0.99974721   -0 46 45.0
 JE1903
 JE1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1903!SPC MO W     -   0.99996394  x   0.99994690  =   0.99991084
 JE1903!UTM  15      -   0.99996394  x   0.99974721  =   0.99971115
 JE1903
 JE1903|---------------------------------------------------------------------|
 JE1903| PID    Reference Object                     Distance      Geod. Az  |
 JE1903|                                                           dddmmss.s |
 JE1903| CN5690 BIG DEER RM 1                        11.476 METERS 09037     |
 JE1903| CN5689 BIG DEER AZ MK                                     1532812.6 |
 JE1903| CN5691 BIG DEER RM 2                        12.414 METERS 26944     |
 JE1903|---------------------------------------------------------------------|
 JE1903
 JE1903                          SUPERSEDED SURVEY CONTROL
 JE1903
 JE1903  NAD 83(1997)-  38 26 55.64869(N)    094 15 10.53037(W) AD(       ) 3
 JE1903  NAD 83(1986)-  38 26 55.65643(N)    094 15 10.52835(W) AD(       ) 3
 JE1903  NAD 27      -  38 26 55.60700(N)    094 15 09.71300(W) AD(       ) 3
 JE1903
 JE1903.Superseded values are not recommended for survey control.
 JE1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1903.See file dsdata.txt to determine how the superseded data were derived.
 JE1903
 JE1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9066856355(NAD 83)
 JE1903_MARKER: DS = TRIANGULATION STATION DISK
 JE1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1903
 JE1903  HISTORY     - Date     Condition        Report By
 JE1903  HISTORY     - 1948     MONUMENTED       CGS
 JE1903
 JE1903                          STATION DESCRIPTION
 JE1903
 JE1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1903'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF ADRIAN AND
 JE1903'3.5 MILES NORTH-NORTHWEST OF ALTONA AT THE NORTH EDGE OF
 JE1903'A CULTIVATED FIELD.  IT IS 1 FOOT SOUTH OF THE EAST-WEST
 JE1903'FENCE LINE, 7 FEET NORTH OF THE CENTER OF A TRACK ROAD, ABOUT
 JE1903'144 FEET EAST OF A BOARD GATE AND 140 FEET WEST OF A TALL
 JE1903'CEDAR TREE.  IT IS STAMPED BIG DEER 1948 AND IS FLUSH WITH
 JE1903'THE GROUND.
 JE1903'
 JE1903'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE EAST-WEST FENCE
 JE1903'AND 7 FEET NORTH OF THE CENTER OF THE TRACK ROAD.  IT IS
 JE1903'STAMPED BIG DEER NO 1 1948 AND IS FLUSH WITH THE GROUND.
 JE1903'
 JE1903'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF THE EAST-WEST FENCE
 JE1903'AND 7 FEET NORTH OF THE CENTER OF THE TRACK ROAD.  IT IS
 JE1903'STAMPED BIG DEER NO 2 1948 AND IS FLUSH WITH THE GROUND.
 JE1903'
 JE1903'AZIMUTH MARK IS AT THE SOUTHEAST EDGE OF A CULTIVATED FIELD,
 JE1903'12.5 FEET WEST OF THE CENTER OF A TRACK ROAD AND BOARD GATE,
 JE1903'1 FOOT NORTH OF THE EAST-WEST FENCE AND 3 FEET NORTHEAST
 JE1903'OF A WITNESS POST.  IT IS STAMPED BIG DEER 1948 AND PROJECTS
 JE1903'4 INCHES.
 JE1903'
 JE1903'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 JE1903'ROUTE 18 IN ADRIAN, GO EAST ON STATE ROUTE 18 FOR 4.5 MILES,
 JE1903'TURN NORTH FOR 3.35 MILES TO WHERE THE MAIN ROAD TURNS EAST,
 JE1903'CONTINUE NORTH FOR 0.15 MILE, TURN RIGHT, EAST, ON TRACK
 JE1903'ROAD FOR 0.2 MILE TO A GATE, GO THROUGH GATE AND CONTINUE
 JE1903'NORTHEAST ACROSS PASTURE FOR 0.25 MILE TO ANOTHER GATE AND
 JE1903'THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON TRACK ROAD
 JE1903'FOR 0.25 MILE, TURN LEFT, WEST, ALONG THE SOUTH SIDE OF THE
 JE1903'EAST-WEST FENCE FOR 0.1 MILE TO THE STATION ON THE RIGHT
 JE1903'AS DESCRIBED.
 JE1903'
 JE1903'A 47 FOOT SIGNAL AT WHITE 1934 IS VISIBLE AT 10 FEET.
 JE1903'
 JE1903'A 74 FOOT SIGNAL AT DAYTON IS VISIBLE AT 10 FEET.
 JE1903'
 JE1903'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1583 ***********************************************************************
 GD1583  DESIGNATION -  BIG LAKE RESET
 GD1583  PID         -  GD1583
 GD1583  STATE/COUNTY-  MO/MISSISSIPPI
 GD1583  USGS QUAD   -  CHARLESTON (1993)
 GD1583
 GD1583                         *CURRENT SURVEY CONTROL
 GD1583  ___________________________________________________________________
 GD1583* NAD 83(1997)-  36 59 01.45038(N)    089 15 25.35873(W)     ADJUSTED  
 GD1583* NAVD 88     -        98.53   (+/-2cm)     323.3    (feet)  VERTCON   
 GD1583  ___________________________________________________________________
 GD1583  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 GD1583  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1583
 GD1583  HORZ ORDER  -  FIRST
 GD1583  VERT ORDER  -  THIRD ? (See Below)
 GD1583
 GD1583.The horizontal coordinates were established by classical geodetic methods
 GD1583.and adjusted by the National Geodetic Survey in February 2000..
 GD1583
 GD1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1583.The vertical order pertains to the NGVD 29 superseded value.
 GD1583
 GD1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1583
 GD1583.The geoid height was determined by GEOID03.
 GD1583
 GD1583;                    North         East     Units Scale Factor Converg.
 GD1583;SPC MO E     -   128,369.923   360,656.186   MT  1.00008413   +0 44 52.2
 GD1583;SPC IL W     -    35,571.255   780,980.453   MT  1.00002193   +0 32 50.1
 GD1583;SPC IL W     -   116,703.36  2,562,266.70   sFT  1.00002193   +0 32 50.1
 GD1583;SPC KY1Z     - 1,078,052.068 1,187,831.252   MT  1.00002532   -2 09 11.5
 GD1583;SPC KY1Z     - 3,536,909.16  3,897,076.37   sFT  1.00002532   -2 09 11.5
 GD1583;SPC KY S     -   577,971.837   187,848.612   MT  0.99996399   -2 07 36.8
 GD1583;SPC KY S     - 1,896,229.27    616,299.99   sFT  0.99996399   -2 07 36.8
 GD1583;UTM  16      - 4,095,449.142   299,119.847   MT  1.00009714   -1 21 29.8
 GD1583
 GD1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1583!SPC MO E     -   0.99998896  x   1.00008413  =   1.00007309
 GD1583!SPC IL W     -   0.99998896  x   1.00002193  =   1.00001089
 GD1583!SPC KY1Z     -   0.99998896  x   1.00002532  =   1.00001428
 GD1583!SPC KY S     -   0.99998896  x   0.99996399  =   0.99995295
 GD1583!UTM  16      -   0.99998896  x   1.00009714  =   1.00008610
 GD1583
 GD1583|---------------------------------------------------------------------|
 GD1583| PID    Reference Object                     Distance      Geod. Az  |
 GD1583|                                                           dddmmss.s |
 GD1583| GD1263 BIG LAKE RM 1                       156.607 METERS 03020     |
 GD1583| HB1728 TRANSMISSION TWR W BANK OHIO R      APPROX.12.9 KM 0374842.1 |
 GD1583| HB1719 CAIRO BRUCE LUMBER CO TANK          APPROX. 9.4 KM 0423136.4 |
 GD1583| HB1727 TRANSMISSION TWR E BANK OHIO R      APPROX.13.2 KM 0434737.0 |
 GD1583| HB1722 CAIRO SINGER SEWING MACH STK        APPROX. 7.6 KM 0602359.9 |
 GD1583| HB1723 CAIRO WATER SUPPLY WATER TANK       APPROX. 7.6 KM 0700830.1 |
 GD1583| GD1584 CHARLESTON CHURCH SPIRE             APPROX.10.4 KM 2304320.7 |
 GD1583| GD1585 CHARLESTON MUNICIPAL TANK           APPROX.10.4 KM 2314606.0 |
 GD1583| GD1261 BIG LAKE RM 2                        23.247 METERS 30022     |
 GD1583| GD1262 BIG LAKE RM 3                        37.140 METERS 35219     |
 GD1583|---------------------------------------------------------------------|
 GD1583
 GD1583                          SUPERSEDED SURVEY CONTROL
 GD1583
 GD1583  NAD 83(1997)-  36 59 01.45134(N)    089 15 25.35889(W) AD(       ) 1
 GD1583  NAD 83(1997)-  36 59 01.45258(N)    089 15 25.35764(W) AD(       ) 1
 GD1583  NAD 83(1997)-  36 59 01.45441(N)    089 15 25.35401(W) AD(       ) 1
 GD1583  NAD 83(1986)-  36 59 01.45927(N)    089 15 25.36098(W) AD(       ) 1
 GD1583  NAD 27      -  36 59 01.27600(N)    089 15 25.09300(W) AD(       ) 1
 GD1583  NGVD 29 (07/19/86)   98.41   (m)          322.9    (f) LEVELING    3  
 GD1583
 GD1583.Superseded values are not recommended for survey control.
 GD1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1583.See file dsdata.txt to determine how the superseded data were derived.
 GD1583
 GD1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9912095449(NAD 83)
 GD1583_MARKER: DS = TRIANGULATION STATION DISK
 GD1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1583
 GD1583  HISTORY     - Date     Condition        Report By
 GD1583  HISTORY     - 1929     MONUMENTED       CGS
 GD1583  HISTORY     - 1960     SEE DESCRIPTION  CGS
 GD1583  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GD1583  HISTORY     - 1975     GOOD             LOCENG
 GD1583  HISTORY     - 1975     GOOD             LOCENG
 GD1583
 GD1583                          STATION DESCRIPTION
 GD1583
 GD1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1583'ABOUT 6.5 MILES NORTHEAST OF THE TOWN OF CHARLESTON, ON THE BIG LAKE
 GD1583'ROAD AND ON EAST SIDE OF LOT ON WHICH IS LOCATED THE BIG LAKE
 GD1583'SCHOOL.  TO REACH FROM CHARLESTON, GO EAST 4.8 MILES ON UNITED STATES
 GD1583'ROUTE 60, NORTH ON CONCRETE ROAD AND CONTINUE 4.6 MILES TO SITE OF
 GD1583'BIG LAKE SCHOOL.  STATION IS 16.13 METERS 52.9 FEET SOUTH OF
 GD1583'CENTER LINE OF CONCRETE ROAD, AND 12.8 METERS 42 FEET EAST OF
 GD1583'EAST SIDE OF SCHOOL, WHICH IS AN OLD FRAME STRUCTURE PAINTED
 GD1583'WHITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 GD1583'STATION MARKS IN CONCRETE.  REFERENCE MARKS ARE
 GD1583'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 75 FEET
 GD1583'EAST OF DRIVEWAY LEADING PAST BARN OF A. J. DRINKWATER, AT FENCE
 GD1583'LINE, 44 FEET SOUTH OF CENTER LINE OF CONCRETE ROAD, AND 156.6
 GD1583'METERS, 513.8 FEET, FROM STATION.
 GD1583'NO. 2 IS 7.16 METERS, 23.5 FEET, NORTH OF CENTER LINE OF ROAD, AND
 GD1583'23.29 METERS, 76.4 FEET, FROM STATION.
 GD1583
 GD1583                          STATION RECOVERY (1960)
 GD1583
 GD1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 GD1583'STATION WAS SEARCHED FOR AND REFERENCE MARK NO. 2 WAS ALL THAT WAS
 GD1583'FOUND.  THE SCHOOL HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION IS
 GD1583'NOW GONE AND THE POINT WHERE THE STATION MARK WAS LOCATED IS NOW IN
 GD1583'FARM LAND.
 GD1583'
 GD1583'MR. A. C. DRINKWATER WHO OWNS THE LAND STATED HE WAS SURE THE STATION
 GD1583'MARK HAD BEEN DESTROYED SEVERAL YEARS AGO.  AN ATTEMPT WAS MADE TO
 GD1583'LOCATE THE UNDERGROUND MARK BUT IT WAS NOT LOCATED, HOWEVER IT IS
 GD1583'POSSIBLE THAT THE UNDERGROUND MARK IS STILL THERE.
 GD1583'
 GD1583'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT WAS NOT FOUND.  IT IS
 GD1583'POSSIBLE THAT IT HAS BEEN DESTROYED OR COVERED UP BY THE CHANGING
 GD1583'OF THE ROAD THAT ENTERS INTO FIELD.
 GD1583'
 GD1583'THE OLD ORIGINAL DESCRIPTION IS ADEQUATE TO REACH STATION.
 GD1583
 GD1583                          STATION RECOVERY (1970)
 GD1583
 GD1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1583'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 GD1583'NO. 2 WERE RECOVERED IN GOOD CONDITION.  A NEW REFERENCE MARK NO. 3
 GD1583'WAS ESTABLISHED.  A FIRM PLUMBING BENCH WAS ERECTED OVER THE
 GD1583'UNDERGROUND STATION MARK AND THE POINT HELD.  THE STATION WAS
 GD1583'THEN LOWERED
 GD1583'AND A NEW SURFACE STATION MARK ESTABLISHED, IN THE STATIONS
 GD1583'EXACT, ORIGINAL HORIZONTAL POSITION.  THE STATION WAS THEN
 GD1583'OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN A DISTANT WATER
 GD1583'TANK AND THE REFERENCE MARKS.  A DISCREPANCY OF 02 MIN 54.3
 GD1583'SEC WAS NOTED IN THE ANGLE BETWEEN REFERENCE MARK NO. 2 AND
 GD1583'REFERENCE MARK NO. 1 AS DETERMINED FROM AZIMUTH DIRECTIONS GIVEN
 GD1583'IN THE 1929 DESCRIPTION.  IN CHECKING THE HORIZONTAL MEASURED
 GD1583'DISTANCE BETWEEN THE STATION AND REFERENCE MARK NO. 1, A
 GD1583'DISCREPANCY OF 0.13 OF A FOOT WAS NOTED.  A BROKEN TAPE
 GD1583'MEASUREMENT WAS MADE BETWEEN THE STATION AND REFERENCE MARK NO. 1
 GD1583'WITH A 300 FOOT STEEL TAPE IN ONE DIRECTION ONLY WHICH CHECKED
 GD1583'THE 1929 MEASUREMENT FLAT.  DUE TO VERY MUDDY CONDITIONS, NO EFFORT
 GD1583'WAS MADE TO MAKE A PRECISE MEASUREMENT TO THIS MARK.
 GD1583'
 GD1583'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1583'
 GD1583'THE STATION IS NOW IN A CULTIVATED FIELD ON THE PROPERTY OF A. C.
 GD1583'DRINKWATER III, ABOUT 6.5 MILES NORTHEAST OF CHARLESTON, 3.5 MILES
 GD1583'WEST-NORTHWEST OF THE SMALL COMMUNITY OF ALFALFA CENTER, AND 0.35
 GD1583'OF A MILE NORTHEAST OF THE JUNCTION OF COUNTY ROUTES J AND K.
 GD1583'
 GD1583'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 60 AND 62
 GD1583'AND STATE ROUTE 77 AT THE NORTH EDGE OF WYATT, GO WESTERLY ON U.S.
 GD1583'HIGHWAYS 60, 62 AND STATE ROUTE 77 FOR 2.3 MILES TO COUNTY ROUTE
 GD1583'J ON THE RIGHT.  HERE TURN RIGHT ON COUNTY ROUTE J AND GO NORTHERLY
 GD1583'FOR 3.95 MILES TO THE INTERSECTION WITH COUNTY ROUTE K.  HERE
 GD1583'CONTINUE NORTHEASTERLY ON COUNTY ROUTES J AND K FOR 0.4 OF A MILE
 GD1583'TO WHERE COUNTY ROUTE K TURNS RIGHT.  HERE CONTINUE
 GD1583'NORTHEASTERLY ON COUNTY ROUTE J FOR 0.35 OF A MILE TO THE STATION
 GD1583'ON THE RIGHT IN CULTIVATED FIELD AS DESCRIBED.
 GD1583'
 GD1583'THE STATION IS 530 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF
 GD1583'A DRIVEWAY LEADING INTO A BARN, 48 FEET SOUTHEAST OF THE APPROXIMATE
 GD1583'CENTER OF COUNTY ROUTE J, 19 FEET SOUTHEAST OF A POWERLINE POLE
 GD1583'AND 19 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1583'STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 GD1583'18 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED BIG LAKE 1929
 GD1583'1970.
 GD1583'
 GD1583'REFERENCE MARK NO. 1 IS 63 FEET SOUTHWEST OF POWERLINE POLE NO. 266,
 GD1583'38 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROUTE J, 16
 GD1583'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO A
 GD1583'BARN, 6 FEET WEST OF THE NORTHWEST CORNER OF AN IMPLEMENT SHED, AND
 GD1583'1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1583'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 4
 GD1583'INCHES BELOW THE SURROUNDING SURFACE AND THE DISK IS STAMPED BIG
 GD1583'LAKE NO 1 1929.
 GD1583'
 GD1583'REFERENCE MARK NO. 2 IS ACROSS COUNTY ROUTE J NORTHWEST OF THE
 GD1583'STATION, 89 FEET SOUTH OF A 60-INCH PECAN TREE, 58 FEET AND ACROSS
 GD1583'THE ROAD FROM A POWERLINE POLE, 58 FEET AND ACROSS THE ROAD FROM A
 GD1583'METAL WITNESS POST AND SIGN, 27 FEET NORTHWEST OF THE APPROXIMATE
 GD1583'CENTER OF COUNTY ROUTE J, AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 GD1583'POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1583'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BIG
 GD1583'LAKE NO 2 1929.
 GD1583'
 GD1583'REFERENCE MARK NO. 3 IS ACROSS COUNTY ROUTE J NORTH OF THE STATION,
 GD1583'109 FEET NORTH AND ACROSS THE ROAD FROM A POWERLINE POLE, 63 FEET
 GD1583'EAST OF THE 60-INCH PECAN TREE, 30 FEET NORTHWEST OF THE APPROXIMATE
 GD1583'CENTER OF COUNTY ROUTE J, AND 1.0 FOOT SOUTHEAST OF A METAL
 GD1583'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1583'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE
 GD1583'DISK IS STAMPED BIG LAKE 1929 NO 3 1970.
 GD1583'
 GD1583'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GD1583'REFERENCE MARK NO. 3 IS 95.95 FEET, 29.246 METERS.  NO EFFORT WAS
 GD1583'MADE TO MEASURE BETWEEN REFERENCE MARK NO. 1 AND THE OTHER
 GD1583'REFERENCE MARKS.
 GD1583
 GD1583                          STATION RECOVERY (1975)
 GD1583
 GD1583'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 GD1583'BIG LAKE AS DESCRIBED.  RECOVERED IN GOOD CONDITION.
 GD1583'
 GD1583'MARK IS 1.5 FEET BELOW THE GROUND IN GOOD CONDITION.  RM1, RM2 AND
 GD1583'RM3 ALL FOUND IN GOOD CONDITION.
 GD1583'
 GD1583'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES NORTHEAST OF
 GD1583'CHARLESTON.
 GD1583
 GD1583                          STATION RECOVERY (1975)
 GD1583
 GD1583'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 GD1583'BIG LAKE RECOVERED IN GOOD CONDITION, DESCRIPTION ADEQUATE.
 GD1583'
 GD1583'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES N. E. OF
 GD1583'CHARLESTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1263 ***********************************************************************
 GD1263  DESIGNATION -  BIG LAKE RM 1
 GD1263  PID         -  GD1263
 GD1263  STATE/COUNTY-  MO/MISSISSIPPI
 GD1263  USGS QUAD   -  CHARLESTON (1993)
 GD1263
 GD1263                         *CURRENT SURVEY CONTROL
 GD1263  ___________________________________________________________________
 GD1263* NAD 83(1986)-  36 59 05.     (N)    089 15 22.     (W)     SCALED    
 GD1263* NAVD 88     -        97.780  (meters)     320.80   (feet)  ADJUSTED  
 GD1263  ___________________________________________________________________
 GD1263  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1263  DYNAMIC HT  -          97.707 (meters)     320.56  (feet)  COMP
 GD1263  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 GD1263
 GD1263  VERT ORDER  -  FIRST     CLASS I
 GD1263
 GD1263.The horizontal coordinates were scaled from a topographic map and have
 GD1263.an estimated accuracy of +/- 6 seconds.
 GD1263
 GD1263.The orthometric height was determined by differential leveling
 GD1263.and adjusted by the National Geodetic Survey in June 1991..
 GD1263
 GD1263.The geoid height was determined by GEOID03.
 GD1263
 GD1263.The dynamic height is computed by dividing the NAVD 88
 GD1263.geopotential number by the normal gravity value computed on the
 GD1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1263.degrees latitude (g = 980.6199 gals.).
 GD1263
 GD1263.The modeled gravity was interpolated from observed gravity values.
 GD1263
 GD1263;                    North         East    Units  Estimated Accuracy
 GD1263;SPC MO E     -   128,480.      360,740.      MT  (+/- 180 meters Scaled)
 GD1263
 GD1263                          SUPERSEDED SURVEY CONTROL
 GD1263
 GD1263  NGVD 29 (??/??/??)   97.662  (m)          320.41   (f) ADJUSTED    1 1
 GD1263
 GD1263.Superseded values are not recommended for survey control.
 GD1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1263.See file dsdata.txt to determine how the superseded data were derived.
 GD1263
 GD1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF992955(NAD 83)
 GD1263_MARKER: DR = REFERENCE MARK DISK
 GD1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1263_SP_SET: CONCRETE POST
 GD1263_STAMPING: BIG LAKE NO 1 1929
 GD1263_MARK LOGO: CGS   
 GD1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1263+STABILITY: SURFACE MOTION
 GD1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1263+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1990
 GD1263
 GD1263  HISTORY     - Date     Condition        Report By
 GD1263  HISTORY     - 1929     MONUMENTED       CGS
 GD1263  HISTORY     - 19901019 GOOD             NGS
 GD1263
 GD1263                          STATION DESCRIPTION
 GD1263
 GD1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 GD1263'8.3 MI NORTH FROM BIRDS POINT.
 GD1263'7.95 MILES NORTH ALONG THE LEVEE FROM THE JUNCTION OF THE LEVEES
 GD1263'AT BIRD POINT, THENCE 0.35 MILE SOUTH ALONG STATE HIGHWAY J, 99 FT
 GD1263'WEST OF THE NORTHWEST CORNER OF A BARN, 64.0 FT SOUTH OF THE FIRST
 GD1263'POWER POLE NORTH OF A DIRT ROAD LEADING EAST, 39.4 FT EAST OF THE
 GD1263'CENTERLINE OF STATE HIGHWAY J.
 GD1263'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  ABOUT
 GD1263'LEVEL WITH THE ROAD.  1 FEET WEST OF A WITNESS POST.
 GD1263
 GD1263                          STATION RECOVERY (1990)
 GD1263
 GD1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1263'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) NORTHEAST OF
 GD1263'CHARLESTON, 9.5 KM (5.90 MI) NORTHWEST OF WYATT AND 6.2 KM (3.85 MI)
 GD1263'NORTH OF INTERSTATE HIGHWAY 57. OWNERSHIP-A.C.DRINKWATER, RTE 2 BOX
 GD1263'390, CHARLESTON MO 63834. PHONE IS 314-683-3240. TO REACH THE STATION
 GD1263'FROM THE JUNCTION OF U.S.HIGHWAYS 60,62 AND STATE HIGHWAY 77 IN
 GD1263'WYATT. GO WEST ON U.S.HIGHWAYS 60,62 AND STATE HIGHWAY 77 FOR 3.62 KM
 GD1263'(2.25 MI) TO A CROSSROAD. TURN RIGHT AND GO NORTHERLY ON COUNTY ROAD
 GD1263'J FOR 5.04 KM (3.15 MI) TO THE JUNCTION OF COUNTY ROAD K ON THE
 GD1263'RIGHT. CONTINUE NORTHERLY ON COUNTY ROAD J FOR 1.25 KM (0.75 MI) TO
 GD1263'THE JUNCTION OF COUNTY ROAD AB ON THE LEFT. CONTINUE NORTHERLY ON
 GD1263'COUNTY ROAD J FOR 1.28 KM (0.80 MI) TO A BARN AND THE STATION ON THE
 GD1263'RIGHT IN THE GRASSY AREA BETWEEN THE BARN AND COUNTY ROAD J. THE
 GD1263'STATION IS LOCATED 156.6 M (513.8 FT) NORTH-NORTHEAST FROM BIG LAKE
 GD1263'1929 1970, 30.1 M (98.8 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 GD1263'THE BARN, 19.3 M (63.3 FT) EAST-SOUTHEAST FROM A UTILITY POLE, 11.75
 GD1263'M (38.55 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD J AND 0.95
 GD1263'M (3.12 FT) SOUTH FROM THE CENTER OF A DRIVEWAY LEADING TO THE BARN.
 GD1263'THE STATION IS RECESSED 10-CM BELOW THE GROUND. DESCRIBED BY
 GD1263'E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1262 ***********************************************************************
 GD1262  DESIGNATION -  BIG LAKE RM 3
 GD1262  PID         -  GD1262
 GD1262  STATE/COUNTY-  MO/MISSISSIPPI
 GD1262  USGS QUAD   -  CHARLESTON (1993)
 GD1262
 GD1262                         *CURRENT SURVEY CONTROL
 GD1262  ___________________________________________________________________
 GD1262* NAD 83(1986)-  36 59 02.     (N)    089 15 25.     (W)     SCALED    
 GD1262* NAVD 88     -        98.212  (meters)     322.22   (feet)  ADJUSTED  
 GD1262  ___________________________________________________________________
 GD1262  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1262  DYNAMIC HT  -          98.139 (meters)     321.98  (feet)  COMP
 GD1262  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 GD1262
 GD1262  VERT ORDER  -  FIRST     CLASS I
 GD1262
 GD1262.The horizontal coordinates were scaled from a topographic map and have
 GD1262.an estimated accuracy of +/- 6 seconds.
 GD1262
 GD1262.The orthometric height was determined by differential leveling
 GD1262.and adjusted by the National Geodetic Survey in June 1991..
 GD1262
 GD1262.The geoid height was determined by GEOID03.
 GD1262
 GD1262.The dynamic height is computed by dividing the NAVD 88
 GD1262.geopotential number by the normal gravity value computed on the
 GD1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1262.degrees latitude (g = 980.6199 gals.).
 GD1262
 GD1262.The modeled gravity was interpolated from observed gravity values.
 GD1262
 GD1262;                    North         East    Units  Estimated Accuracy
 GD1262;SPC MO E     -   128,390.      360,670.      MT  (+/- 180 meters Scaled)
 GD1262
 GD1262                          SUPERSEDED SURVEY CONTROL
 GD1262
 GD1262  NGVD 29 (??/??/??)   98.094  (m)          321.83   (f) ADJUSTED    1 1
 GD1262
 GD1262.Superseded values are not recommended for survey control.
 GD1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1262.See file dsdata.txt to determine how the superseded data were derived.
 GD1262
 GD1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF991954(NAD 83)
 GD1262_MARKER: DR = REFERENCE MARK DISK
 GD1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1262_SP_SET: CONCRETE POST
 GD1262_STAMPING: BIG LAKE 1929 NO 3 1970
 GD1262_MARK LOGO: NGS   
 GD1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1262+STABILITY: SURFACE MOTION
 GD1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1262+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1995
 GD1262
 GD1262  HISTORY     - Date     Condition        Report By
 GD1262  HISTORY     - 1970     MONUMENTED       NGS
 GD1262  HISTORY     - 19901019 GOOD             NGS
 GD1262  HISTORY     - 19951014 GOOD             MODNR
 GD1262
 GD1262                          STATION DESCRIPTION
 GD1262
 GD1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GD1262'8.4 MI NORTH FROM BIRDS POINT.
 GD1262'7.95 MILES NORTH ALONG THE LEVEE FROM THE JUNCTION OF THE LEVEES AT
 GD1262'BIRDS POINT THENCE 0.4 MILE SOUTH ALONG STATE HIGHWAY J, 107.3 FT NE
 GD1262'AND ACROSS STATE HIGHWAY J FROM A POWER POLE, 29.8 FEET WEST OF THE
 GD1262'CENTERLINE OF THE HIGHWAY, 95.9 FT NORTH OF BIG LAKE RM 2, 0.3 MILE
 GD1262'NORTH ALONG STATE HIGHWAY J FROM ITS JUNCTION WITH STATE HIGHWAY K.
 GD1262'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  ABOUT
 GD1262'LEVEL WITH THE HIGHWAY.  1 FEET EAST OF A WITNESS POST.
 GD1262
 GD1262                          STATION RECOVERY (1990)
 GD1262
 GD1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1262'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) NORTHEAST OF
 GD1262'CHARLESTON, 9.5 KM (5.90 MI) NORTHWEST OF WYATT AND 6.2 KM (3.85 MI)
 GD1262'NORTH OF INTERSTATE HIGHWAY 57. OWNERSHIP-A.C.DRINKWATER, RTE 2 BOX
 GD1262'390, CHARLESTON MO 63834. PHONE IS 314-683-3240. TO REACH THE STATION
 GD1262'FROM THE JUNCTION OF U.S.HIGHWAYS 60,62 AND STATE HIGHWAY 77 IN
 GD1262'WYATT. GO WEST ON U.S.HIGHWAYS 60,62 AND STATE HIGHWAY 77 FOR 3.62 KM
 GD1262'(2.25 MI) TO A CROSSROAD. TURN RIGHT AND GO NORTHERLY ON COUNTY ROAD
 GD1262'J FOR 5.04 KM (3.15 MI) TO THE JUNCTION OF COUNTY ROAD K ON THE
 GD1262'RIGHT. CONTINUE NORTHERLY ON COUNTY ROAD J FOR 1.25 KM (0.75 MI) TO
 GD1262'THE JUNCTION OF COUNTY ROAD AB ON THE LEFT. CONTINUE NORTHERLY ON
 GD1262'COUNTY ROAD J FOR 1.12 KM (0.70 MI) TO THE STATION ON THE LEFT. THE
 GD1262'STATION IS LOCATED 37.14 M (121.85 FT) NORTH AND ACROSS COUNTY ROAD J
 GD1262'FROM BIG LAKE 1929 1970, 33.25 M (109.09 FT) NORTH AND ACROSS COUNTY
 GD1262'ROAD J FROM A UTILITY POLE, 9.6 M (31.5 FT) NORTHWEST FROM THE
 GD1262'CENTERLINE OF COUNTY ROAD J AND 0.3 M (1.0 FT) SOUTHEAST FROM A
 GD1262'CARSONITE WITNESS POST. THE STATION PROJECTS 8-CM ABOVE THE
 GD1262'GROUND. DESCRIBED BY E.J.HANSMANN.
 GD1262
 GD1262                          STATION RECOVERY (1995)
 GD1262
 GD1262'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (BDC)
 GD1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0789 ***********************************************************************
 GE0789  DESIGNATION -  BIG SPRINGS LOOKOUT TOWER
 GE0789  PID         -  GE0789
 GE0789  STATE/COUNTY-  MO/CARTER
 GE0789  USGS QUAD   -  VAN BUREN SOUTH (1997)
 GE0789
 GE0789                         *CURRENT SURVEY CONTROL
 GE0789  ___________________________________________________________________
 GE0789* NAD 83(1997)-  36 56 02.39713(N)    091 00 10.72465(W)     ADJUSTED  
 GE0789* NAVD 88     -                                                        
 GE0789  ___________________________________________________________________
 GE0789  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 GE0789  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 GE0789
 GE0789  HORZ ORDER  -  THIRD
 GE0789
 GE0789.The horizontal coordinates were established by classical geodetic methods
 GE0789.and adjusted by the National Geodetic Survey in February 2000..
 GE0789
 GE0789
 GE0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0789
 GE0789.The geoid height was determined by GEOID03.
 GE0789
 GE0789;                    North         East     Units Scale Factor Converg.
 GE0789;SPC MO E     -   122,246.680   205,193.151   MT  0.99995806   -0 18 08.1
 GE0789;UTM  15      - 4,089,413.608   677,850.629   MT  0.99998968   +1 12 01.1
 GE0789
 GE0789                          SUPERSEDED SURVEY CONTROL
 GE0789
 GE0789  NAD 83(1997)-  36 56 02.40707(N)    091 00 10.72275(W) AD(       ) 4
 GE0789  NAD 83(1986)-  36 56 02.40780(N)    091 00 10.72302(W) AD(       ) 4
 GE0789  NAD 27      -  36 56 02.22200(N)    091 00 10.26800(W) AD(       ) 3
 GE0789
 GE0789.Superseded values are not recommended for survey control.
 GE0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0789.See file dsdata.txt to determine how the superseded data were derived.
 GE0789
 GE0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7785189414(NAD 83)
 GE0789_MARKER: 57 = LOOKOUT TOWER
 GE0789
 GE0789  HISTORY     - Date     Condition        Report By
 GE0789  HISTORY     - 1963     FIRST OBSERVED   CGS
 GE0789
 GE0789                          STATION DESCRIPTION
 GE0789
 GE0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE0789'LOCATED IN THE BIG SPRING STATE PARK ABOUT 4 MILES SOUTH OF
 GE0789'VAN BUREN AND IT IS OWNED BY THE STATE.  IT IS A FOUR LEGGED
 GE0789'STEEL TOWER WITH AN OBSERVATION CABIN AT THE TOP.  ITS OVERALL
 GE0789'HEIGHT IS ABOUT 100 FEET.
 GE0789'
 GE0789'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 GE0789'103 AT THE WEST END OF THE CURRENT RIVER BRIDGE IN VAN BUREN,
 GE0789'GO SOUTH ON HIGHWAY 103 FOR 3.8 MILES TO THE JUNCTION WITH
 GE0789'COUNTY ROAD Z.  TURN RIGHT AND GO SOUTHERLY ON COUNTY ROAD Z
 GE0789'FOR 1.1 MILES TO A SIDE ROAD RIGHT AT A SIGN BIG SPRINGS LOOKOUT
 GE0789'TOWER.  TURN RIGHT AND GO WESTERLY ON A GRAVELED ROAD FOR 1.2
 GE0789'MILES TO THE TOP OF THE HILL AND THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0363 ***********************************************************************
 LF0363  DESIGNATION -  BIGELOW
 LF0363  PID         -  LF0363
 LF0363  STATE/COUNTY-  MO/HOLT
 LF0363  USGS QUAD   -  BIG LAKE (1981)
 LF0363
 LF0363                         *CURRENT SURVEY CONTROL
 LF0363  ___________________________________________________________________
 LF0363* NAD 83(1997)-  40 06 44.22959(N)    095 17 29.01130(W)     ADJUSTED  
 LF0363* NAVD 88     -       261.798  (meters)     858.92   (feet)  ADJUSTED  
 LF0363  ___________________________________________________________________
 LF0363  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 LF0363  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LF0363  DYNAMIC HT  -         261.656 (meters)     858.45  (feet)  COMP
 LF0363  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 LF0363
 LF0363  HORZ ORDER  -  THIRD
 LF0363  VERT ORDER  -  FIRST     CLASS II
 LF0363
 LF0363.The horizontal coordinates were established by classical geodetic methods
 LF0363.and adjusted by the National Geodetic Survey in February 2000..
 LF0363
 LF0363.The orthometric height was determined by differential leveling
 LF0363.and adjusted by the National Geodetic Survey in June 1991..
 LF0363
 LF0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0363
 LF0363.The geoid height was determined by GEOID03.
 LF0363
 LF0363.The dynamic height is computed by dividing the NAVD 88
 LF0363.geopotential number by the normal gravity value computed on the
 LF0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0363.degrees latitude (g = 980.6199 gals.).
 LF0363
 LF0363.The modeled gravity was interpolated from observed gravity values.
 LF0363
 LF0363;                    North         East     Units Scale Factor Converg.
 LF0363;SPC MO W     -   438,235.133   782,534.405   MT  0.99999719   -0 30 35.7
 LF0363;SPC NE       -    41,901.473   901,208.808   MT  0.99995114   +3 07 13.4
 LF0363;UTM  15      - 4,442,736.577   304,719.267   MT  1.00006947   -1 28 36.4
 LF0363
 LF0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0363!SPC MO W     -   0.99996378  x   0.99999719  =   0.99996097
 LF0363!SPC NE       -   0.99996378  x   0.99995114  =   0.99991492
 LF0363!UTM  15      -   0.99996378  x   1.00006947  =   1.00003325
 LF0363
 LF0363|---------------------------------------------------------------------|
 LF0363| PID    Reference Object                     Distance      Geod. Az  |
 LF0363|                                                           dddmmss.s |
 LF0363| CL6888 BIGELOW RM 2                         24.058 METERS 02811     |
 LF0363| CL6887 BIGELOW RM 1                         24.978 METERS 09504     |
 LF0363| CL6886 BIGELOW AZ MK                                      2655807.9 |
 LF0363|---------------------------------------------------------------------|
 LF0363
 LF0363                          SUPERSEDED SURVEY CONTROL
 LF0363
 LF0363  NAD 83(1997)-  40 06 44.22959(N)    095 17 29.01129(W) AD(       ) 3
 LF0363  NAD 83(1997)-  40 06 44.22956(N)    095 17 29.01127(W) AD(       ) 3
 LF0363  NAD 83(1997)-  40 06 44.22971(N)    095 17 29.01119(W) AD(       ) 3
 LF0363  NAD 83(1986)-  40 06 44.23389(N)    095 17 29.00826(W) AD(       ) 3
 LF0363  NAD 27      -  40 06 44.24200(N)    095 17 28.08400(W) AD(       ) 3
 LF0363  NGVD 29 (??/??/92)  261.726  (m)          858.68   (f) ADJ UNCH    1 2
 LF0363
 LF0363.Superseded values are not recommended for survey control.
 LF0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0363.See file dsdata.txt to determine how the superseded data were derived.
 LF0363
 LF0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE0471942737(NAD 83)
 LF0363_MARKER: DB = BENCH MARK DISK
 LF0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0363_STAMPING: BIGELOW 1947
 LF0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0363+STABILITY: SURFACE MOTION
 LF0363
 LF0363  HISTORY     - Date     Condition        Report By
 LF0363  HISTORY     - 1947     MONUMENTED       CGS
 LF0363  HISTORY     - 1948     GOOD             NGS
 LF0363  HISTORY     - 1959     GOOD             CGS
 LF0363  HISTORY     - 1959     GOOD             NGS
 LF0363  HISTORY     - 1975     MARK NOT FOUND   USGS
 LF0363
 LF0363                          STATION DESCRIPTION
 LF0363
 LF0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF0363'STATION IS LOCATED IN THE NORTH EDGE OF THE VILLAGE OF BIGELOW
 LF0363'DIRECTLY ACROSS THE STREET FROM THE BIGELOW CHRISTIAN CHURCH.
 LF0363'STATION IS 68 FEET NORTH OF A DRIVEWAY, 40 FEET WEST OF THE
 LF0363'APPROXIMATE CENTERLINE OF A GRAVEL STREET, AND 29 FEET NORTHWEST
 LF0363'OF AN 18 INCH BOXELDER TREE.  THE MARK IS FLUSH WITH THE GROUND
 LF0363'AND THE DISK IS STAMPED BIGELOW 1947.
 LF0363'
 LF0363'REFERENCE MARK NO. 1 IS 81.95 FEET NORTHEAST OF STATION, 50 FEET
 LF0363'NORTHWEST OF A PICKET FENCE AND 41 FEET SOUTHWEST OF SOUTHWEST
 LF0363'CORNER OF GARAGE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 LF0363'DISK IS STAMPED BIGELOW NO 1 1947.
 LF0363'
 LF0363'REFERENCE MARK NO. 2 IS 78.93 FEET EAST OF STATION, 42 FEET
 LF0363'SOUTH-SOUTHEAST OF POWER LINE POLE, 41 FEET SOUTH-SOUTHWEST OF
 LF0363'FENCE CORNER AND 38 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 LF0363'GRAVEL STREET.  THE MARK IS SET FLUSH IN THE SOUTH END OF THE
 LF0363'STEP OF THE BIGELOW CHRISTIAN CHURCH AND THE DISK IS STAMPED
 LF0363'BIGELOW NO 2 1947.
 LF0363'
 LF0363'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST OF STATION, 20 FEET
 LF0363'EAST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 10 FEET NORTH OF
 LF0363'A FENCECORNER, 4 FEET NORTHEAST OF A WITNESS POST AND 1 FOOT
 LF0363'EAST OF FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LF0363'DISK IS STAMPED BIGELOW 1947.
 LF0363'
 LF0363'TO REACH STATION FROM POST OFFICE IN BIGELOW GO WEST ON MAIN
 LF0363'STREET FOR 0.5 MILE TO CROSS STREET.  TURN RIGHT AND GO NORTH FOR
 LF0363'0.1 MILE TO STATION ON LEFT OR WEST SIDE OF STREET AS DESCRIBED.
 LF0363'
 LF0363'TO REACH AZIMUTH MARK FROM STATION GO SOUTH 0.1 MILE TO THE MAIN
 LF0363'STREET, TURN RIGHT AND GO WEST FOR 0.3 MILE TO CROSS ROAD.  TURN
 LF0363'RIGHT AND GO NORTH FOR 0.05 MILE TO AZIMUTH ON RIGHT OR EAST SIDE
 LF0363'OF ROAD AS DESCRIBED.
 LF0363'
 LF0363'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LF0363
 LF0363                          STATION RECOVERY (1948)
 LF0363
 LF0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0363'AT BIGELOW.
 LF0363'AT BIGELOW, AT THE NORTH EDGE OF THE VILLAGE, DIRECTLY ACROSS
 LF0363'THE STREET FROM THE BIGELOW CHRISTIAN CHURCH, 68.0 FEET NORTH
 LF0363'OF A DRIVEWAY, 40.0 FEET WEST OF THE APPROXIMATE CENTER LINE
 LF0363'OF A GRAVEL STREET, 29.0 FEET NORTHWEST OF AN 18-INCH BOXELDER
 LF0363'TREE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 LF0363'GROUND.
 LF0363
 LF0363                          STATION RECOVERY (1959)
 LF0363
 LF0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LF0363'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LF0363'GOOD CONDITION.  SOME ADDITIONAL MEASUREMENTS WERE MADE TO THE
 LF0363'STATION AND REFERENCE MARK NO. 1 WHICH FOLLOW.  STATION IS
 LF0363'80.5 FEET SOUTH-SOUTHWEST OF A WHITE WITNESS POST IMBEDDED IN A
 LF0363'TREE, 8.5 FEET WEST OF THE WEST EDGE OF SIDEWALK, 8.5 FEET NORTH
 LF0363'OF THE NORTH EDGE OF A SIDEWALK, AND 7.5 FEET EAST OF A POWER
 LF0363'POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 LF0363'
 LF0363'REFERENCE MARK NO. 1 IS 40 FEET SOUTH OF A POWER POLE WITH METER
 LF0363'ATTACHED, 30 FEET WEST OF A PICKET FENCE, AND 2 FEET EAST OF A
 LF0363'WHTIE WITNESS POST AT THE EAST BASE OF A TREE.  IT IS FLUSH WITH
 LF0363'THE SURFACE OF THE GROUND.
 LF0363'
 LF0363'A NEW WITNESS POST WAS PLACED 1 FOOT WEST OF THE AZIMUTH MARK.
 LF0363'
 LF0363'ALL OF THESE MARKS ARE USED AS BENCH MARKS BY THE U.S. COAST AND
 LF0363'GEODETIC SURVEY.  FOR DESCRIPTIONS AND ELEVATIONS, SEE MISSOURI
 LF0363'LEVEL LINE 32, BROWNVILLE AREA.
 LF0363
 LF0363                          STATION RECOVERY (1959)
 LF0363
 LF0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0363'RECOVERED IN GOOD CONDITION.
 LF0363
 LF0363                          STATION RECOVERY (1975)
 LF0363
 LF0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0480 ***********************************************************************
 LF0480  DESIGNATION -  BIGELOW AZ MK
 LF0480  PID         -  LF0480
 LF0480  STATE/COUNTY-  MO/HOLT
 LF0480  USGS QUAD   -  BIG LAKE (1981)
 LF0480
 LF0480                         *CURRENT SURVEY CONTROL
 LF0480  ___________________________________________________________________
 LF0480* NAD 83(1986)-  40 06 40.     (N)    095 17 46.     (W)     SCALED    
 LF0480* NAVD 88     -       261.398  (meters)     857.60   (feet)  ADJUSTED  
 LF0480  ___________________________________________________________________
 LF0480  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LF0480  DYNAMIC HT  -         261.256 (meters)     857.14  (feet)  COMP
 LF0480  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 LF0480
 LF0480  VERT ORDER  -  SECOND    CLASS 0
 LF0480
 LF0480.The horizontal coordinates were scaled from a topographic map and have
 LF0480.an estimated accuracy of +/- 6 seconds.
 LF0480
 LF0480.The orthometric height was determined by differential leveling
 LF0480.and adjusted by the National Geodetic Survey in June 1991..
 LF0480
 LF0480.The geoid height was determined by GEOID03.
 LF0480
 LF0480.The dynamic height is computed by dividing the NAVD 88
 LF0480.geopotential number by the normal gravity value computed on the
 LF0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0480.degrees latitude (g = 980.6199 gals.).
 LF0480
 LF0480.The modeled gravity was interpolated from observed gravity values.
 LF0480
 LF0480;                    North         East    Units  Estimated Accuracy
 LF0480;SPC MO W     -   438,110.      782,130.      MT  (+/- 180 meters Scaled)
 LF0480
 LF0480                          SUPERSEDED SURVEY CONTROL
 LF0480
 LF0480  NGVD 29 (??/??/92)  261.32   (m)          857.3    (f) COMPUTED    2 0
 LF0480
 LF0480.Superseded values are not recommended for survey control.
 LF0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0480.See file dsdata.txt to determine how the superseded data were derived.
 LF0480
 LF0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE043426(NAD 83)
 LF0480_MARKER: DB = BENCH MARK DISK
 LF0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0480_STAMPING: BIGELOW 1947
 LF0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0480+STABILITY: SURFACE MOTION
 LF0480
 LF0480  HISTORY     - Date     Condition        Report By
 LF0480  HISTORY     - 1947     MONUMENTED       CGS
 LF0480  HISTORY     - 1948     GOOD             NGS
 LF0480  HISTORY     - 1970     GOOD             NGS
 LF0480
 LF0480                          STATION DESCRIPTION
 LF0480
 LF0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0480'0.3 MI W FROM BIGELOW.
 LF0480'0.3 MILE WEST ALONG STATE HIGHWAY NO. 118 FROM THE POST OFFICE
 LF0480'AT BIGELOW, AT THE SOUTHWEST CORNER OF A PASTURE FIELD, 416.0
 LF0480'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21.0 FEET EAST OF THE
 LF0480'CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 9.6 FEET NORTH OF A
 LF0480'EAST-WEST FENCE, 9.6 FEET NORTH OF A 3-WAY CORNER FENCE POST, 1.4
 LF0480'FEET EAST OF A NORTH-SOUTH FENCE, 3.9 FEET NORTHEAST OF A
 LF0480'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 LF0480'WITH THE GROUND.  NOTE-- THIS MARK IS 1 FOOT EAST OF A NEW
 LF0480'WITNESS SIGNPOST.
 LF0480
 LF0480                          STATION RECOVERY (1970)
 LF0480
 LF0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LF0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0364 ***********************************************************************
 LF0364  DESIGNATION -  BIGELOW RM 1
 LF0364  PID         -  LF0364
 LF0364  STATE/COUNTY-  MO/HOLT
 LF0364  USGS QUAD   -  BIG LAKE (1981)
 LF0364
 LF0364                         *CURRENT SURVEY CONTROL
 LF0364  ___________________________________________________________________
 LF0364* NAD 83(1986)-  40 06 44.     (N)    095 17 29.     (W)     SCALED    
 LF0364* NAVD 88     -       261.841  (meters)     859.06   (feet)  ADJUSTED  
 LF0364  ___________________________________________________________________
 LF0364  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LF0364  DYNAMIC HT  -         261.698 (meters)     858.59  (feet)  COMP
 LF0364  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 LF0364
 LF0364  VERT ORDER  -  FIRST     CLASS II
 LF0364
 LF0364.The horizontal coordinates were scaled from a topographic map and have
 LF0364.an estimated accuracy of +/- 6 seconds.
 LF0364
 LF0364.The orthometric height was determined by differential leveling
 LF0364.and adjusted by the National Geodetic Survey in June 1991..
 LF0364
 LF0364.The geoid height was determined by GEOID03.
 LF0364
 LF0364.The dynamic height is computed by dividing the NAVD 88
 LF0364.geopotential number by the normal gravity value computed on the
 LF0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0364.degrees latitude (g = 980.6199 gals.).
 LF0364
 LF0364.The modeled gravity was interpolated from observed gravity values.
 LF0364
 LF0364;                    North         East    Units  Estimated Accuracy
 LF0364;SPC MO W     -   438,230.      782,540.      MT  (+/- 180 meters Scaled)
 LF0364
 LF0364                          SUPERSEDED SURVEY CONTROL
 LF0364
 LF0364  NGVD 29 (??/??/92)  261.769  (m)          858.82   (f) ADJ UNCH    1 2
 LF0364
 LF0364.Superseded values are not recommended for survey control.
 LF0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0364.See file dsdata.txt to determine how the superseded data were derived.
 LF0364
 LF0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE047427(NAD 83)
 LF0364_MARKER: DR = REFERENCE MARK DISK
 LF0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0364_STAMPING: BIGELOW NO 1 1947
 LF0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0364+STABILITY: SURFACE MOTION
 LF0364
 LF0364  HISTORY     - Date     Condition        Report By
 LF0364  HISTORY     - 1947     MONUMENTED       CGS
 LF0364  HISTORY     - 1948     GOOD             NGS
 LF0364  HISTORY     - 1959     GOOD             NGS
 LF0364  HISTORY     - 1975     MARK NOT FOUND   USGS
 LF0364
 LF0364                          STATION DESCRIPTION
 LF0364
 LF0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0364'AT BIGELOW.
 LF0364'AT BIGELOW, AT THE NORTH EDGE OF THE VILLAGE, 82.0 FEET NORTHEAST
 LF0364'OF BIGELOW 1947, 50.0 FEET NORTHWEST OF A PICKET FENCE, 41.0
 LF0364'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, AND SET IN
 LF0364'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 LF0364'GROUND.  NOTE-- THIS TRIANGULATION STATION REFERENCE MARK WAS
 LF0364'RECOVERED AT THE EAST BASE OF A TREE, 1 FOOT EAST OF A WHITE
 LF0364'WITNESS POST.
 LF0364
 LF0364                          STATION RECOVERY (1959)
 LF0364
 LF0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0364'RECOVERED IN GOOD CONDITION.
 LF0364
 LF0364                          STATION RECOVERY (1975)
 LF0364
 LF0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0365 ***********************************************************************
 LF0365  DESIGNATION -  BIGELOW RM 2
 LF0365  PID         -  LF0365
 LF0365  STATE/COUNTY-  MO/HOLT
 LF0365  USGS QUAD   -  BIG LAKE (1981)
 LF0365
 LF0365                         *CURRENT SURVEY CONTROL
 LF0365  ___________________________________________________________________
 LF0365* NAD 83(1986)-  40 06 44.     (N)    095 17 29.     (W)     SCALED    
 LF0365* NAVD 88     -       261.962  (meters)     859.45   (feet)  ADJUSTED  
 LF0365  ___________________________________________________________________
 LF0365  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LF0365  DYNAMIC HT  -         261.819 (meters)     858.98  (feet)  COMP
 LF0365  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 LF0365
 LF0365  VERT ORDER  -  FIRST     CLASS II
 LF0365
 LF0365.The horizontal coordinates were scaled from a topographic map and have
 LF0365.an estimated accuracy of +/- 6 seconds.
 LF0365
 LF0365.The orthometric height was determined by differential leveling
 LF0365.and adjusted by the National Geodetic Survey in June 1991..
 LF0365
 LF0365.The geoid height was determined by GEOID03.
 LF0365
 LF0365.The dynamic height is computed by dividing the NAVD 88
 LF0365.geopotential number by the normal gravity value computed on the
 LF0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0365.degrees latitude (g = 980.6199 gals.).
 LF0365
 LF0365.The modeled gravity was interpolated from observed gravity values.
 LF0365
 LF0365;                    North         East    Units  Estimated Accuracy
 LF0365;SPC MO W     -   438,230.      782,540.      MT  (+/- 180 meters Scaled)
 LF0365
 LF0365                          SUPERSEDED SURVEY CONTROL
 LF0365
 LF0365  NGVD 29 (??/??/92)  261.890  (m)          859.22   (f) ADJ UNCH    1 2
 LF0365
 LF0365.Superseded values are not recommended for survey control.
 LF0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0365.See file dsdata.txt to determine how the superseded data were derived.
 LF0365
 LF0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE047427(NAD 83)
 LF0365_MARKER: DR = REFERENCE MARK DISK
 LF0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0365_SP_SET: STEP
 LF0365_STAMPING: BIGELOW NO 2 1947
 LF0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0365
 LF0365  HISTORY     - Date     Condition        Report By
 LF0365  HISTORY     - 1947     MONUMENTED       CGS
 LF0365  HISTORY     - 1948     GOOD             NGS
 LF0365  HISTORY     - 1959     GOOD             NGS
 LF0365  HISTORY     - 1975     MARK NOT FOUND   USGS
 LF0365
 LF0365                          STATION DESCRIPTION
 LF0365
 LF0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0365'AT BIGELOW.
 LF0365'AT BIGELOW, AT THE NORTH EDGE OF THE VILLAGE, 78.9 FEET EAST
 LF0365'OF BIGELOW 1947, 42.0 FEET SOUTH-SOUTHEAST OF A POWER POLE,
 LF0365'41.0 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 38.0 FEET EAST
 LF0365'OF THE APPROXIMATE CENTER LINE OF A GRAVEL STREET, AND SET
 LF0365'IN THE TOP OF THE SOUTH END OF THE STEP OF THE BIGELOW CHRISTIAN
 LF0365'CHURCH.
 LF0365
 LF0365                          STATION RECOVERY (1959)
 LF0365
 LF0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0365'RECOVERED IN GOOD CONDITION.
 LF0365
 LF0365                          STATION RECOVERY (1975)
 LF0365
 LF0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1344 ***********************************************************************
 HD1344  DESIGNATION -  BILLINGS MUNICIPAL TANK
 HD1344  PID         -  HD1344
 HD1344  STATE/COUNTY-  MO/CHRISTIAN
 HD1344  USGS QUAD   -  BILLINGS (1975)
 HD1344
 HD1344                         *CURRENT SURVEY CONTROL
 HD1344  ___________________________________________________________________
 HD1344* NAD 83(1997)-  37 04 01.48992(N)    093 33 09.10137(W)     ADJUSTED  
 HD1344* NAVD 88     -                                                        
 HD1344  ___________________________________________________________________
 HD1344  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 HD1344  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 HD1344
 HD1344  HORZ ORDER  -  THIRD
 HD1344
 HD1344.The horizontal coordinates were established by classical geodetic methods
 HD1344.and adjusted by the National Geodetic Survey in February 2000..
 HD1344
 HD1344
 HD1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1344
 HD1344.The geoid height was determined by GEOID03.
 HD1344
 HD1344;                    North         East     Units Scale Factor Converg.
 HD1344;SPC MO C     -   137,414.798   406,399.862   MT  1.00004122   -0 38 04.0
 HD1344;SPC MO W     -   100,333.421   934,258.012   MT  1.00002860   +0 34 16.0
 HD1344;UTM  15      - 4,102,456.630   450,881.228   MT  0.99962972   -0 19 59.0
 HD1344
 HD1344                          SUPERSEDED SURVEY CONTROL
 HD1344
 HD1344  NAD 83(1997)-  37 04 01.49098(N)    093 33 09.10159(W) AD(       ) 4
 HD1344  NAD 83(1997)-  37 04 01.50068(N)    093 33 09.10206(W) AD(       ) 4
 HD1344  NAD 83(1986)-  37 04 01.50190(N)    093 33 09.10129(W) AD(       ) 4
 HD1344  NAD 27      -  37 04 01.30700(N)    093 33 08.39200(W) AD(       ) 3
 HD1344
 HD1344.Superseded values are not recommended for survey control.
 HD1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1344.See file dsdata.txt to determine how the superseded data were derived.
 HD1344
 HD1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB5088102457(NAD 83)
 HD1344_MARKER: 53 = ELEVATED TANK
 HD1344
 HD1344  HISTORY     - Date     Condition        Report By
 HD1344  HISTORY     - 1959     FIRST OBSERVED   CGS
 HD1344
 HD1344                          STATION DESCRIPTION
 HD1344
 HD1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1344'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED
 HD1344'ABOUT 200 FEET SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 60
 HD1344'AND STATE HIGHWAY 14 IN BILLINGS.  THE TANK IS SUPPORTED BY A
 HD1344'4-LEGGED STEEL STRUCTURE.  THE TANK AND SUPPORTING STRUCTURE ARE
 HD1344'PAINTED SILVER WITH THE LEGEND BILLINGS IN LARGE BLACK LETTERS ON
 HD1344'THE EAST AND WEST SIDES OF THE TANK.  THE OVERALL HEIGHT IS
 HD1344'APPROXIMATELY 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0806 ***********************************************************************
 GE0806  DESIGNATION -  BILLMORE
 GE0806  PID         -  GE0806
 GE0806  STATE/COUNTY-  MO/OREGON
 GE0806  USGS QUAD   -  BILLMORE (1966)
 GE0806
 GE0806                         *CURRENT SURVEY CONTROL
 GE0806  ___________________________________________________________________
 GE0806* NAD 83(1997)-  36 33 39.72455(N)    091 12 13.55137(W)     ADJUSTED  
 GE0806* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 GE0806  ___________________________________________________________________
 GE0806  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 GE0806  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GE0806
 GE0806  HORZ ORDER  -  THIRD
 GE0806
 GE0806.The horizontal coordinates were established by classical geodetic methods
 GE0806.and adjusted by the National Geodetic Survey in February 2000..
 GE0806
 GE0806.The orthometric height was scaled from a topographic map.
 GE0806
 GE0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0806
 GE0806.The geoid height was determined by GEOID03.
 GE0806
 GE0806;                    North         East     Units Scale Factor Converg.
 GE0806;SPC MO E     -    80,972.764   187,002.240   MT  0.99998221   -0 25 09.2
 GE0806;SPC AR N     -   247,449.425   471,284.622   MT  1.00008123   +0 27 48.0
 GE0806;SPC AR N     -   811,840.32  1,546,206.30   sFT  1.00008123   +0 27 48.0
 GE0806;UTM  15      - 4,047,679.515   660,743.740   MT  0.99991834   +1 04 12.8
 GE0806
 GE0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0806!SPC MO E     -   0.99997596  x   0.99998221  =   0.99995817
 GE0806!SPC AR N     -   0.99997596  x   1.00008123  =   1.00005719
 GE0806!UTM  15      -   0.99997596  x   0.99991834  =   0.99989430
 GE0806
 GE0806|---------------------------------------------------------------------|
 GE0806| PID    Reference Object                     Distance      Geod. Az  |
 GE0806|                                                           dddmmss.s |
 GE0806| CI1158 BILLMORE RM 1                         9.836 METERS 17548     |
 GE0806| CI1159 BILLMORE RM 2                        12.207 METERS 29122     |
 GE0806| CI1157 BILLMORE AZ MK                                     2975048.9 |
 GE0806|---------------------------------------------------------------------|
 GE0806
 GE0806                          SUPERSEDED SURVEY CONTROL
 GE0806
 GE0806  NAD 83(1997)-  36 33 39.72576(N)    091 12 13.54928(W) AD(       ) 3
 GE0806  NAD 83(1986)-  36 33 39.73200(N)    091 12 13.54967(W) AD(       ) 3
 GE0806  NAD 27      -  36 33 39.51080(N)    091 12 13.07700(W) AD(       ) 3
 GE0806
 GE0806.Superseded values are not recommended for survey control.
 GE0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0806.See file dsdata.txt to determine how the superseded data were derived.
 GE0806
 GE0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6074447680(NAD 83)
 GE0806_MARKER: DS = TRIANGULATION STATION DISK
 GE0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0806
 GE0806  HISTORY     - Date     Condition        Report By
 GE0806  HISTORY     - 1955     MONUMENTED       CGS
 GE0806
 GE0806                          STATION DESCRIPTION
 GE0806
 GE0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0806'THE STATION IS LOCATED ON THE PROPERTY OF MR. A.E. THOMASON,
 GE0806'ABOUT 5 MILES NORTHEAST OF MYRTLE, 3/4 MILE EAST OF BILLMORE,
 GE0806'65 FEET SOUTHEAST OF A T-INTERSECTION ON STATE HIGHWAY 142,
 GE0806'20 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 6 FEET SOUTHWEST
 GE0806'OF A 4 IN X 4 IN WHITE WITNESS POST AND 4 FEET WEST OF A FENCE.
 GE0806'
 GE0806'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS BB
 GE0806'AND V AT THE EAST EDGE OF MYRTLE, GO NORTHERLY ON ROAD V FOR
 GE0806'0.6 MILE TO THE JUNCTION OF COUNTY ROADS V AND H, TURN LEFT
 GE0806'AND GO NORTH ON ROAD H FOR 2.2 MILES TO THE JUNCTION OF STATE
 GE0806'HIGHWAY 142 AND COUNTY ROAD H, CONTINUE NORTH ON HIGHWAY 142
 GE0806'FOR 0.5 MILE TO A POINT WHERE THE HIGHWAY TURNS EAST, GO EAST
 GE0806'ON THE HIGHWAY FOR 1.65 MILES TO THE JUNCTION OF COUNTY ROAD
 GE0806'Y ON THE LEFT, CONTINUE EAST FOR 0.75 MILE TO A CHURCH AND
 GE0806'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE EAST ON
 GE0806'THE HIGHWAY FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT AND
 GE0806'THE STATION.
 GE0806'
 GE0806'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 GE0806'AND THE DISK IS STAMPED BILLMORE 1955.
 GE0806'
 GE0806'REFERENCE MARK 1 IS 18 FEET EAST OF THE CENTER OF THE GRAVEL
 GE0806'ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES,
 GE0806'AND THE DISK IS STAMPED BILLMORE NO 1 1955.
 GE0806'
 GE0806'REFERENCE MARK 2 IS 14 FEET WEST OF THE CENTER OF THE GRAVEL
 GE0806'ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES
 GE0806'AND, THE DISK IS STAMPED BILLMORE NO 2 1955.
 GE0806'
 GE0806'THE AZIMUTH MARK IS 0.05 MILE NORTH OF STATE HIGHWAY 142, 94
 GE0806'FEET EAST OF THE SOUTHEAST CORNER OF A CHURCH, 1 FOOT WEST
 GE0806'OF A FENCE AND 1 FOOT SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST.
 GE0806'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BILLMORE
 GE0806'1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1224 ***********************************************************************
 KD1224  DESIGNATION -  BINGHAM
 KD1224  PID         -  KD1224
 KD1224  STATE/COUNTY-  MO/CARROLL
 KD1224  USGS QUAD   -  BOGARD (1978)
 KD1224
 KD1224                         *CURRENT SURVEY CONTROL
 KD1224  ___________________________________________________________________
 KD1224* NAD 83(1997)-  39 25 26.21713(N)    093 37 23.03542(W)     ADJUSTED  
 KD1224* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 KD1224  ___________________________________________________________________
 KD1224  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 KD1224  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1224
 KD1224  HORZ ORDER  -  THIRD
 KD1224
 KD1224.The horizontal coordinates were established by classical geodetic methods
 KD1224.and adjusted by the National Geodetic Survey in February 2000..
 KD1224
 KD1224.The orthometric height was scaled from a topographic map.
 KD1224
 KD1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1224
 KD1224.The geoid height was determined by GEOID03.
 KD1224
 KD1224;                    North         East     Units Scale Factor Converg.
 KD1224;SPC MO C     -   399,096.183   403,301.353   MT  1.00004842   -0 42 47.7
 KD1224;UTM  15      - 4,364,009.581   446,370.911   MT  0.99963541   -0 23 44.5
 KD1224
 KD1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1224!SPC MO C     -   0.99996573  x   1.00004842  =   1.00001415
 KD1224!UTM  15      -   0.99996573  x   0.99963541  =   0.99960116
 KD1224
 KD1224|---------------------------------------------------------------------|
 KD1224| PID    Reference Object                     Distance      Geod. Az  |
 KD1224|                                                           dddmmss.s |
 KD1224| CK7031 BINGHAM RM 1                         26.785 METERS 09850     |
 KD1224| KD1219 CARROLLTON CARROLL CO CTHSE         APPROX.13.1 KM 1234701.7 |
 KD1224| KD1218 CARROLLTON MUNICIPAL TANK           APPROX.13.1 KM 1242139.7 |
 KD1224| CK7030 BINGHAM AZ MK                                      1555007.2 |
 KD1224| CK7032 BINGHAM RM 2                         36.482 METERS 30412     |
 KD1224|---------------------------------------------------------------------|
 KD1224
 KD1224                          SUPERSEDED SURVEY CONTROL
 KD1224
 KD1224  NAD 83(1997)-  39 25 26.21859(N)    093 37 23.03855(W) AD(       ) 3
 KD1224  NAD 83(1986)-  39 25 26.22223(N)    093 37 23.03641(W) AD(       ) 3
 KD1224  NAD 27      -  39 25 26.16190(N)    093 37 22.25880(W) AD(       ) 3
 KD1224
 KD1224.Superseded values are not recommended for survey control.
 KD1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1224.See file dsdata.txt to determine how the superseded data were derived.
 KD1224
 KD1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4637164010(NAD 83)
 KD1224_MARKER: DS = TRIANGULATION STATION DISK
 KD1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1224
 KD1224  HISTORY     - Date     Condition        Report By
 KD1224  HISTORY     - 1948     MONUMENTED       CGS
 KD1224  HISTORY     - 1964     GOOD             CGS
 KD1224
 KD1224                          STATION DESCRIPTION
 KD1224
 KD1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1224'STATION IS LOCATED ABOUT 8.5 MILES NORTHWEST OF CARROLLTON AND
 KD1224'7.5 MILES EAST OF STET ON LAND OWNED BY MR. JOHN SHUTZ OF
 KD1224'CARROLLTON AND OCCUPIED BY MR. DAVE HAWKINS.  IT IS NEAR THE
 KD1224'SOUTH EDGE OF A HOG LOT, 11 FEET NORTH AND 17 FEET EAST OF THE
 KD1224'EAST END OF A BOARD GATE.  IT IS STAMPED BINGHAM 1948 AND IS
 KD1224'FLUSH WITH THE GROUND.
 KD1224'
 KD1224'REFERENCE MARK NO. 1 IS 12 FEET NORTH OF THE CENTER OF THE
 KD1224'EAST-WEST PRIVATE ROAD AND 1 FOOT SOUTH OF THE FENCE LINE.  IT
 KD1224'IS STAMPED BINGHAM NO 1 1948 AND PROJECTS 4 INCHES.
 KD1224'
 KD1224'REFERENCE MARK NO. 2 IS NEAR THE WEST EDGE OF THE HOG LOT, 1 FOOT
 KD1224'SOUTH OF THE SOUTHEAST CORNER OF A SMALL SHED, 72 FEET NORTH AND
 KD1224'7.5 FEET EAST OF A T-FENCE CORNER.  IT IS STAMPED BINGHAM NO 2
 KD1224'1948 AND PROJECTS 5 INCHES.
 KD1224'
 KD1224'AZIMUTH MARK IS AT THE EAST EDGE OF A FIELD, 9.5 FEET SOUTH OF
 KD1224'THE CENTER OF AN OPENING IN THE NORTH-SOUTH FENCE, 22 FEET WEST
 KD1224'OF THE CENTER OF THE NORTH-SOUTH ROAD, 5 FEET NORTHWEST OF A
 KD1224'WITNESS POST AND 1 FOOT SOUTHWEST OF A LARGE TREE.  IT IS STAMPED
 KD1224'BINGHAM 1948 AND PROJECTS 3 INCHES.
 KD1224'
 KD1224'TO REACH FROM THE RAILROAD STATION IN NORBORNE, GO NORTHWESTERLY
 KD1224'ON COUNTY ROUTE D FOR 9.5 MILES TO A CROSSROAD WHICH IS 3 MILES
 KD1224'EAST OF STET.  TURN RIGHT, EAST, FOR 2 MILES, TURN SOUTH FOR 0.55
 KD1224'MILE TO THE PRAIRIE DELL SCHOOLHOUSE, TURN LEFT, EAST, FOR 1 MILE,
 KD1224'JOG NORTH 0.05 MILE THEN EAST FOR 1.3 MILES TO A T-ROAD LEFT AT
 KD1224'THE BINGHAM SCHOOL.  TURN NORTH ON T-ROAD FOR 0.2 MILE TO THE
 KD1224'AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.3 MILE TO A
 KD1224'PRIVATE ROAD LEADING WEST, GO WEST FOR 0.1 MILE TO THE STATION IN
 KD1224'THE LOT ON THE RIGHT SIDE OF THE ROAD.
 KD1224'
 KD1224'A 100 FOOT SIGNAL AT CARROLL IS VISIBLE FROM THE GROUND.
 KD1224'
 KD1224'AN 87 FOOT SIGNAL AT NORBORNE IS VISIBLE FROM THE GROUND.
 KD1224'
 KD1224'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1224
 KD1224                          STATION RECOVERY (1964)
 KD1224
 KD1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1224'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KD1224'GOOD CONDITION.  AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHEAST OF THE
 KD1224'STATION, AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE MARK IS
 KD1224'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KD1224'BINGHAM 1948.
 KD1224'
 KD1224'ANOTHER TO REACH FOLLOWS.  TO REACH THE STATION FROM THE NORTHWEST
 KD1224'CORNER OF THE SQUARE IN CARROLLTON, GO WEST-NORTHWEST ON COUNTY
 KD1224'ROAD E FOR 6.6 MILES TO THE JUNCTION OF COUNTY ROAD OO.  TURN RIGHT
 KD1224'AND GO NORTH ON COUNTY ROAD OO FOR 2.7 MILES TO A DEAD END.  THEN,
 KD1224'TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 1.0 MILE TO A T-ROAD
 KD1224'RIGHT, AND THE OLD BINGHAM SCHOOL IN THE NORTHEAST ANGLE.  TURN
 KD1224'RIGHT AND GO NORTH ON DIRT ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON
 KD1224'THE LEFT.  CONTINUE NORTH ON GRADED DIRT ROAD FOR 0.3 MILE TO A
 KD1224'PRIVATE ROAD LEADING WEST.  TURN LEFT AND GO WEST FOR 0.1 MILE
 KD1224'TO A LOT ON THE RIGHT SIDE OF THE ROAD AND THE STATION AS
 KD1224'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1042 ***********************************************************************
 HC1042  DESIGNATION -  BIRCH FIRE TOWER
 HC1042  PID         -  HC1042
 HC1042  STATE/COUNTY-  MO/ST FRANCOIS
 HC1042  USGS QUAD   -  IRON MOUNTAIN LAKE (1980)
 HC1042
 HC1042                         *CURRENT SURVEY CONTROL
 HC1042  ___________________________________________________________________
 HC1042* NAD 83(1997)-  37 39 50.43935(N)    090 31 48.00241(W)     ADJUSTED  
 HC1042* NAVD 88     -                                                        
 HC1042  ___________________________________________________________________
 HC1042  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 HC1042  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HC1042
 HC1042  HORZ ORDER  -  THIRD
 HC1042
 HC1042.The horizontal coordinates were established by classical geodetic methods
 HC1042.and adjusted by the National Geodetic Survey in February 2000..
 HC1042
 HC1042
 HC1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1042
 HC1042.The geoid height was determined by GEOID03.
 HC1042
 HC1042;                    North         East     Units Scale Factor Converg.
 HC1042;SPC MO E     -   203,142.602   247,353.167   MT  0.99993342   -0 01 06.0
 HC1042;UTM  15      - 4,171,407.795   717,862.261   MT  1.00018466   +1 30 35.4
 HC1042
 HC1042                          SUPERSEDED SURVEY CONTROL
 HC1042
 HC1042  NAD 83(1997)-  37 39 50.44746(N)    090 31 48.00045(W) AD(       ) 4
 HC1042  NAD 83(1986)-  37 39 50.45221(N)    090 31 48.00045(W) AD(       ) 4
 HC1042  NAD 27      -  37 39 50.27400(N)    090 31 47.55000(W) AD(       ) 3
 HC1042
 HC1042.Superseded values are not recommended for survey control.
 HC1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1042.See file dsdata.txt to determine how the superseded data were derived.
 HC1042
 HC1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1786271408(NAD 83)
 HC1042_MARKER: 57 = LOOKOUT TOWER
 HC1042
 HC1042  HISTORY     - Date     Condition        Report By
 HC1042  HISTORY     - 1938     FIRST OBSERVED   CGS
 HC1042  HISTORY     - 1956     GOOD             CGS
 HC1042
 HC1042                          STATION DESCRIPTION
 HC1042
 HC1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC1042'POINT OBSERVED UPON WAS THE CENTER OF TOWER OF THE BIRCH
 HC1042'LOOKOUT TOWER.  TOWER IS A SMALL STEEL STRUCTURE WITH TUB-LIKE
 HC1042'OBSERVING PLATFORM ON TOP, APPROXIMATELY 60 FEET HIGH, LOCATED
 HC1042'ABOUT 6 MILES NORTHEAST OF IRONTON, 5 MILES NORTH OF HIGHWAY
 HC1042'NO. 70, AND 4 MILES EAST OF TRIANGULATION STATION BUZZARD.
 HC1042'STATION NOT VISITED.
 HC1042'
 HC1042'OBSERVED UPON FROM TRIANGULATION STATIONS HIGDON, KNOBLICK,
 HC1042'EVANS MTN.
 HC1042
 HC1042                          STATION RECOVERY (1956)
 HC1042
 HC1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1042'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE SOUTHWEST OF
 HC1042'FARMINGTON, 11 MILES AIRLINE EAST SOUTHEAST OF BELLEVIEW IN
 HC1042'THE CLARK NATIONAL FOREST.
 HC1042'
 HC1042'THE TOWER IS OF STEEL CONSTRUCTION, 50 FEET HIGH, WITH A 4
 HC1042'FOOT SQUARE CROWS NEST ON TOP.  THE CENTER OF THE CROWS NEST
 HC1042'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0832 ***********************************************************************
 GE0832  DESIGNATION -  BIRCH TREE MUN TANK
 GE0832  PID         -  GE0832
 GE0832  STATE/COUNTY-  MO/SHANNON
 GE0832  USGS QUAD   -  BIRCH TREE (1997)
 GE0832
 GE0832                         *CURRENT SURVEY CONTROL
 GE0832  ___________________________________________________________________
 GE0832* NAD 83(1997)-  36 59 26.04313(N)    091 29 19.43711(W)     ADJUSTED  
 GE0832* NAVD 88     -                                                        
 GE0832  ___________________________________________________________________
 GE0832  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 GE0832  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GE0832
 GE0832  HORZ ORDER  -  THIRD
 GE0832
 GE0832.The horizontal coordinates were established by classical geodetic methods
 GE0832.and adjusted by the National Geodetic Survey in February 2000..
 GE0832.No horizontal observational check was made to the station.
 GE0832
 GE0832
 GE0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0832
 GE0832.The geoid height was determined by GEOID03.
 GE0832
 GE0832;                    North         East     Units Scale Factor Converg.
 GE0832;SPC MO E     -   128,862.818   161,985.045   MT  1.00002873   -0 35 41.8
 GE0832;UTM  15      - 4,094,893.323   634,487.589   MT  0.99982282   +0 54 34.0
 GE0832
 GE0832                          SUPERSEDED SURVEY CONTROL
 GE0832
 GE0832  NAD 83(1997)-  36 59 26.05489(N)    091 29 19.43474(W) AD(       ) 4
 GE0832  NAD 83(1986)-  36 59 26.05548(N)    091 29 19.43438(W) AD(       ) 4
 GE0832  NAD 27      -  36 59 25.89215(N)    091 29 18.90057(W) AD(       ) 3
 GE0832
 GE0832.Superseded values are not recommended for survey control.
 GE0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0832.See file dsdata.txt to determine how the superseded data were derived.
 GE0832
 GE0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3448894893(NAD 83)
 GE0832_MARKER: 53 = ELEVATED TANK
 GE0832
 GE0832  HISTORY     - Date     Condition        Report By
 GE0832  HISTORY     - 1978     FIRST OBSERVED   NGS
 GE0832
 GE0832                          STATION DESCRIPTION
 GE0832
 GE0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 GE0832'THE STATION IS THE BALL AT THE TOP CENTER OF THE BIRCH TREE
 GE0832'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A
 GE0832'HEMISPHERICAL TOP AND BOTTOM, SUPPORTED BY THREE LEGS.  IT IS
 GE0832'PAINTED SILVER IN COLOR AND APPROXIMATELY 100 FEET IN HEIGHT.
 GE0832'
 GE0832'LOCATED IN THE SOUTH SECTION OF BIRCH TREE.
 GE0832'
 GE0832'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GE0832'HIGHWAY 99 IN BIRCH TREE, GO SOUTH ON STATE HIGHWAY 99 FOR
 GE0832'1.15 MILES TO A SIDE STREET LEFT.  TURN LEFT AND GO 0.15
 GE0832'MILE TO THE TANK ON THE RIGHT.
 GE0832'
 GE0832'THERE IS NO CHECK ON THIS POSITION AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1507 ***********************************************************************
 JC1507  DESIGNATION -  BIRD
 JC1507  PID         -  JC1507
 JC1507  STATE/COUNTY-  MO/GASCONADE
 JC1507  USGS QUAD   -  REDBIRD (1980)
 JC1507
 JC1507                         *CURRENT SURVEY CONTROL
 JC1507  ___________________________________________________________________
 JC1507* NAD 83(1997)-  38 09 09.44494(N)    091 32 37.21283(W)     ADJUSTED  
 JC1507* NAVD 88     -       286.45   (+/-2cm)     939.8    (feet)  VERTCON   
 JC1507  ___________________________________________________________________
 JC1507  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 JC1507  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JC1507
 JC1507  HORZ ORDER  -  SECOND
 JC1507  VERT ORDER  -  THIRD ? (See Below)
 JC1507
 JC1507.The horizontal coordinates were established by classical geodetic methods
 JC1507.and adjusted by the National Geodetic Survey in February 2000..
 JC1507
 JC1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1507.The vertical order pertains to the NGVD 29 superseded value.
 JC1507
 JC1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1507
 JC1507.The geoid height was determined by GEOID03.
 JC1507
 JC1507;                    North         East     Units Scale Factor Converg.
 JC1507;SPC MO E     -   257,886.695   158,527.072   MT  1.00003635   -0 38 41.2
 JC1507;SPC MO C     -   257,804.149   583,817.758   MT  1.00001983   +0 35 26.9
 JC1507;UTM  15      - 4,223,751.054   627,599.701   MT  0.99980052   +0 53 59.2
 JC1507
 JC1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1507!SPC MO E     -   0.99995990  x   1.00003635  =   0.99999625
 JC1507!SPC MO C     -   0.99995990  x   1.00001983  =   0.99997973
 JC1507!UTM  15      -   0.99995990  x   0.99980052  =   0.99976043
 JC1507
 JC1507|---------------------------------------------------------------------|
 JC1507| PID    Reference Object                     Distance      Geod. Az  |
 JC1507|                                                           dddmmss.s |
 JC1507| CN5693 BIRD RM 1                            22.478 METERS 05814     |
 JC1507| JC1506 942                                  24.708 METERS 09505     |
 JC1507| CN5694 BIRD RM 2                            18.383 METERS 15656     |
 JC1507| CN5692 BIRD AZ MK                                         1711749.1 |
 JC1507| JC1509 TULSA ST LOUIS AIRWAY BCN 61        APPROX. 4.5 KM 2211007.6 |
 JC1507| JC1504 BLAND INTL SHOE CO TANK             APPROX.18.3 KM 3353926.7 |
 JC1507|---------------------------------------------------------------------|
 JC1507
 JC1507                          SUPERSEDED SURVEY CONTROL
 JC1507
 JC1507  NAD 83(1986)-  38 09 09.46025(N)    091 32 37.21245(W) AD(       ) 2
 JC1507  NAD 27      -  38 09 09.29600(N)    091 32 36.64600(W) AD(       ) 2
 JC1507  NGVD 29 (07/19/86)  286.43   (m)          939.7    (f) LEVELING    3  
 JC1507
 JC1507.Superseded values are not recommended for survey control.
 JC1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1507.See file dsdata.txt to determine how the superseded data were derived.
 JC1507
 JC1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC2760023751(NAD 83)
 JC1507_MARKER: DS = TRIANGULATION STATION DISK
 JC1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC1507+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005
 JC1507
 JC1507  HISTORY     - Date     Condition        Report By
 JC1507  HISTORY     - 1947     MONUMENTED       CGS
 JC1507  HISTORY     - 1962     GOOD             USGS
 JC1507  HISTORY     - 20050606 GOOD             MODNR
 JC1507
 JC1507                          STATION DESCRIPTION
 JC1507
 JC1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1507'THE STATION IS LOCATED ABOUT 7-1/4 MILES SOUTH OF BLAND AND
 JC1507'3-1/4 MILES WEST-NORTHWEST OF THE VILLAGE OF REDBIRD, NEAR THE
 JC1507'SOUTHEAST CORNER OF SEC. 18, T. 40 N., R. 6 W..  IT IS 45 FEET
 JC1507'NORTH OF CENTERLINE OF EAST-WEST ROAD, 58 FEET WEST OF CENTERLINE
 JC1507'OF NORTH-SOUTH ROAD, 37.5 FEET EAST OF FENCELINE AND 5.8 FEET
 JC1507'NORTH OF WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND
 JC1507'THE DISK IS STAMPED BIRD 1947.
 JC1507'
 JC1507'REFERENCE MARK NO. 1 IS 73.75 FEET EAST-NORTHEAST OF THE STATION,
 JC1507'47 FEET NORTH OF CORNER POST 23 FEET SOUTH OF BARN YARD GATE,
 JC1507'13 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD AND 0.7 FEET
 JC1507'EAST OF FENCELINE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK
 JC1507'IS STAMPED BIRD NO 1 1947.
 JC1507'
 JC1507'REFERENCE MARK NO. 2 IS 60.31 FEET SOUTH-SOUTHEAST OF STATION,
 JC1507'12 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD AND 0.8 FEET SOUTH
 JC1507'OF FENCELINE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK
 JC1507'IS STAMPED BIRD NO 2 1947.
 JC1507'
 JC1507'AZIMUTH MARK IS APPROX. 0.2 MILE SOUTH OF STATION, 16.5 FEET
 JC1507'WEST OF THE APPROX. CENTERLINE OF ROAD, 4.1 FEET NORTH OF WHITE
 JC1507'WITNESS POST AND 0.6 FEET WEST OF FENCELINE.  THE MARK PROJECTS
 JC1507'ABOUT 5 INCHES AND THE DISK IS STAMPED BIRD 1947.
 JC1507'
 JC1507'U.S.G.S. BM IS 81.06 FEET EAST OF THE STATION, 49.4 FEET SOUTH
 JC1507'OF R.M. NO. 2, 33 FEET NORTHWEST OF CENTERLINE OF CROSS ROAD,
 JC1507'6.5 FEET EAST OF CORNER POST, 2 FEET IN HEIGHT AND 03 INCHES
 JC1507'IN DIAMETER.  THE DISK IS A STANDARD U.S.G.S. BM AND IS STAMPED
 JC1507'942 FEET ABOVE SEA LEVEL.
 JC1507'
 JC1507'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 66 AND COUNTY
 JC1507'ROUTE B GO NORTH FOR 10.5 MILES TO T-ROAD RIGHT, TURN RIGHT OR
 JC1507'EAST AND GO FOR 2.3 MILES TO T-ROAD LEFT, TURN LEFT OR NORTH
 JC1507'FOR 0.15 MILE TO AZIMUTH MARK ON LEFT SIDE OF ROAD, CONTINUE
 JC1507'0.2 MILE TO STATION SITE ON LEFT SIDE OF ROAD AS DESCRIBED.
 JC1507'
 JC1507'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JC1507
 JC1507                          STATION RECOVERY (1962)
 JC1507
 JC1507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (RSH)
 JC1507'THE FOLLOWING PORTION OF THE DESCRIPTION FOR BIRD IS INCORRECT.
 JC1507'IT APPLIES TO STATION RED.
 JC1507'
 JC1507'THE STATION IS LOCATED ABOUT 7.25 MI. S OF BLAND AND 3.25 MI
 JC1507'WNW OF THE BILLAGE OF REDBIRD NEAR THE SE CORNER OF SEC.
 JC1507'18, T40N, R6W,..
 JC1507'
 JC1507'A CORRECTED DESCRIPTION IS- REDBIRD, 2 MI. S AND 1-1/2 MI. E
 JC1507'OF, T 39 AND 40 N, R 6 W, NEAR CORNER OF SECS. 1 AND 2 AND
 JC1507'NEAR THE S 1/4 CORNER OF SEC. 36....  THE REMAINDER OF THE
 JC1507'ORIGINAL DESCRIPTION IS CORRECT.
 JC1507
 JC1507                          STATION RECOVERY (2005)
 JC1507
 JC1507'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC)
 JC1507'STATION IS IN THE WOODS ON PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1438 ***********************************************************************
 GD1438  DESIGNATION -  BIRD POINT 3
 GD1438  PID         -  GD1438
 GD1438  STATE/COUNTY-  MO/MISSISSIPPI
 GD1438  USGS QUAD   -  WYATT (1978)
 GD1438
 GD1438                         *CURRENT SURVEY CONTROL
 GD1438  ___________________________________________________________________
 GD1438* NAD 83(1997)-  36 57 57.16395(N)    089 09 30.67329(W)     ADJUSTED  
 GD1438* NAVD 88     -       101.80   (+/-2cm)     334.0    (feet)  VERTCON   
 GD1438  ___________________________________________________________________
 GD1438  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GD1438  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1438
 GD1438  HORZ ORDER  -  FIRST
 GD1438  VERT ORDER  -  THIRD (See Below)
 GD1438
 GD1438.The horizontal coordinates were established by classical geodetic methods
 GD1438.and adjusted by the National Geodetic Survey in February 2000..
 GD1438
 GD1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1438.The vertical order pertains to the NGVD 29 superseded value.
 GD1438
 GD1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1438
 GD1438.The geoid height was determined by GEOID03.
 GD1438
 GD1438;                    North         East     Units Scale Factor Converg.
 GD1438;SPC MO E     -   126,507.179   369,455.766   MT  1.00010906   +0 48 24.4
 GD1438;UTM  16      - 4,093,264.388   307,844.865   MT  1.00005489   -1 17 54.2
 GD1438
 GD1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1438!SPC MO E     -   0.99998845  x   1.00010906  =   1.00009751
 GD1438!UTM  16      -   0.99998845  x   1.00005489  =   1.00004334
 GD1438
 GD1438:                Primary Azimuth Mark                     Grid Az
 GD1438:SPC MO E     -  BIRD POINT 3 AZ MK                       056 52 25.4
 GD1438:UTM  16      -  BIRD POINT 3 AZ MK                       058 58 44.0
 GD1438
 GD1438|---------------------------------------------------------------------|
 GD1438| PID    Reference Object                     Distance      Geod. Az  |
 GD1438|                                                           dddmmss.s |
 GD1438| GD1440 BIRD POINT 3 AZ MK                  APPROX. 1.3 KM 0574049.8 |
 GD1438| GD1439 BIRD POINT 3 RM 1                    25.978 METERS 05741     |
 GD1438| GD1240 P 277                                65.774 METERS 09343     |
 GD1438| GD1435 BIRDS PT SCHOOL                     129.795 METERS 09942     |
 GD1438| GD1436 BIRDS POINT                         134.516 METERS 10152     |
 GD1438| GD1556 WYATT MUN TANK                      APPROX. 8.3 KM 2233606.3 |
 GD1438| GD1595 CHARLESTON INDUSTRIAL TANK          APPROX.17.6 KM 2494812.5 |
 GD1438| GD1242 U 277                                36.576 METERS 25051     |
 GD1438| GD1596 CHARLESTON CABLE TV MAST            APPROX.18.4 KM 2514111.0 |
 GD1438| GD1594 CHARLESTON E MUN TANK               APPROX.16.9 KM 2521556.3 |
 GD1438| GD1585 CHARLESTON MUNICIPAL TANK           APPROX.17.6 KM 2551549.8 |
 GD1438| GD1437 BIRD POINT 3 RM 2                    34.534 METERS 25915     |
 GD1438|---------------------------------------------------------------------|
 GD1438
 GD1438                          SUPERSEDED SURVEY CONTROL
 GD1438
 GD1438  NAD 83(1997)-  36 57 57.16912(N)    089 09 30.67795(W) AD(       ) 1
 GD1438  NAD 83(1997)-  36 57 57.17024(N)    089 09 30.67676(W) AD(       ) 1
 GD1438  NAD 83(1997)-  36 57 57.17329(N)    089 09 30.66962(W) AD(       ) 1
 GD1438  NAD 83(1986)-  36 57 57.17510(N)    089 09 30.67576(W) AD(       ) 1
 GD1438  NAD 27      -  36 57 56.98677(N)    089 09 30.42775(W) AD(       ) 1
 GD1438  NGVD 29 (??/??/??)  101.68   (m)          333.6    (f) RESET       3  
 GD1438
 GD1438.Superseded values are not recommended for survey control.
 GD1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1438.See file dsdata.txt to determine how the superseded data were derived.
 GD1438
 GD1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0784593264(NAD 83)
 GD1438_MARKER: DS = TRIANGULATION STATION DISK
 GD1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1438_SP_SET: CONCRETE POST
 GD1438_STAMPING: BIRD POINT 3 1977
 GD1438_MARK LOGO: NGS   
 GD1438_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1438+STABILITY: SURFACE MOTION
 GD1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1438+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 GD1438
 GD1438  HISTORY     - Date     Condition        Report By
 GD1438  HISTORY     - 1977     MONUMENTED       NGS
 GD1438  HISTORY     - 1977     GOOD             NGS
 GD1438  HISTORY     - 20000920 GOOD             USE
 GD1438
 GD1438                          STATION DESCRIPTION
 GD1438
 GD1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1438'STATION IS LOCATED 5 MILES NORTHEAST OF WYATT, 0.7 MILE
 GD1438'WEST-SOUTHWEST OF THE WEST END OF THE MISSISSIPPI RIVER
 GD1438'BRIDGE, AT THE VILLAGE OF BIRD POINT, ON TOP OF THE FRONT
 GD1438'LINE LEVEE, IN THE NORTHWEST CORNER OF SECTION 30, T 27 N,
 GD1438'R 17 E.
 GD1438'
 GD1438'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60
 GD1438'AND 62, AND STATE HIGHWAY 77 AT THE NORTH EDGE OF WYATT, GO
 GD1438'EASTERLY ON HIGHWAYS 60 AND 62 FOR 6.1 MILES TO A PAVED
 GD1438'CROSSROAD IN BIRD POINT, AT SIGN (BIRDS BLUE HOLE PUBLIC
 GD1438'FISHING), AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 GD1438'MARK FROM THIS INTERSECTION, GO NORTHEAST ON HIGHWAYS 60 AND
 GD1438'62 FOR 0.7 MILE TO THE WEST END OF THE BRIDGE AND THE MARK
 GD1438'ON THE RIGHT AT A LEVEE ROAD.
 GD1438'
 GD1438'STATION MARKS, STAMPED---BIRD POINT 3 1977---, ARE STANDARD
 GD1438'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 GD1438'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 181 FEET
 GD1438'WEST-NORTHWEST OF THE INTERSECTION, 72.5 FEET NORTH-NORTHWEST
 GD1438'OF UTILITY POLE 200, 64 FEET EAST OF THE CENTER OF A DIRT
 GD1438'ROAD CROSSING THE LEVEE, 32 FEET NORTH OF THE CENTER OF THE
 GD1438'PAVED ROAD, 4.5 FEET SOUTH OF A METAL WITNESS POST, AND 2
 GD1438'FEET ABOVE THE PAVED ROAD.  UNDERGROUND DISK IS SET IN THE TOP
 GD1438'OF AN IRREGULAR CONCRETE MASS 40 INCHES BELOW GROUND.
 GD1438'
 GD1438'REFERENCE MARK 1, STAMPED---BIRD POINT 3 NO 1 1977---, IS A
 GD1438'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1438'MONUMENT FLUSH WITH THE GROUND.  IT IS 84 FEET NORTHEAST
 GD1438'OF UTILITY POLE 200, 16 FEET NORTH OF THE CENTER OF THE LEVEE,
 GD1438'3 FEET NORTHWEST OF A METAL WITNESS POST AND 3 FEET BELOW
 GD1438'TOP OF LEVEE.
 GD1438'
 GD1438'REFERENCE MARK 2, STAMPED---BIRD POINT 3 NO 2 1977---, IS A
 GD1438'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1438'MONUMENT FLUSH WITH THE GROUND.  IT IS 9 FEET NORTH OF THE
 GD1438'LEVEE ROAD, 5 FEET NORTHEAST OF A GATEPOST, 4 FEET EAST OF
 GD1438'A FENCE AND 3 FEET EAST OF AN UNDERGROUND CABLE WITNESS POST.
 GD1438'
 GD1438'AZIMUTH MARK, A STANDARD DISK STAMPED---BIRD POINT 3 1977---,
 GD1438'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 GD1438'FLUSH WITH THE GROUND.  IT IS 57 FEET SOUTHWEST OF THE
 GD1438'SOUTHEAST BRIDGE ABUTMENT, 30 FEET SOUTHEAST OF THE CENTER OF
 GD1438'HIGHWAYS 60 AND 62, 17 FEET NORTHEAST OF THE CENTER OF A
 GD1438'LEVEE ROAD, 3.0 FEET NORTHWEST OF A METAL WITNESS POST, AND
 GD1438'2 FEET SOUTH OF A 6-INCH HIGHWAY SIGN POST WARNING OF A
 GD1438'CURVE.
 GD1438'
 GD1438'BM P 277, A STANDARD BENCH MARK DISK STAMPED---P 277 1976---,
 GD1438'IS CRIMPED TO THE TOP OF A 5/8-INCH ROD, 6 INCHES UNDERGROUND
 GD1438'AND SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS 43.5
 GD1438'FEET SOUTHEAST OF THE CENTER OF HIGHWAYS 60 AND 62, 50.5 FEET
 GD1438'WEST OF A SIGN (BIRDS BLUE HOLE PUBLIC FISHING), 1.5 FEET
 GD1438'NORTHEAST OF A METAL WITNESS POST, AND 1.5 FEET SOUTHWEST OF
 GD1438'A 4-INCH SQUARE CONCRETE MILEPOST.
 GD1438'
 GD1438'BM U 277, A STANDARD BENCH MARK DISK STAMPED---U 277 1976---,
 GD1438'IS CRIMPED TO THE TOP OF A 5/8-INCH ROD, 6 INCHES UNDERGROUND
 GD1438'AND SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS 21
 GD1438'FEET WEST OF THE CENTER OF A ROAD CROSSING THE LEVEE, 9 FEET
 GD1438'SOUTH OF THE CENTER OF THE LEVEE ROAD, 2 FEET EAST OF A FENCE,
 GD1438'AND 0.5 FOOT NORTH OF A METAL WITNESS POST.
 GD1438'
 GD1438'BIRDS POINT SCHOOL MRC, A CORPS OF ENGINEERS DISK STAMPED
 GD1438'---BIRDS PT SCHOOL---, IS RIVETED TO THE TOP OF A 4-INCH PIPE
 GD1438'PROJECTING 1 FOOT ABOVE GROUND.  IT IS 162 FEET SOUTHEAST OF
 GD1438'UTILITY POLE A 34 55, 95 FEET SOUTHWEST OF THE CENTER OF THE
 GD1438'PAVED ROAD, 66.5 FEET NORTHEAST OF A BARBED WIRE FENCE ACROSS
 GD1438'A DRY POND, 37.5 FEET SOUTH-SOUTHEAST OF THE WEST GATE POST
 GD1438'OF A BOARD FENCE, 35 FEET NORTH OF THE EDGE OF THE DRY POND,
 GD1438'AND ABOUT 15 FEET LOWER THAT HIGHWAYS 60 AND 62.
 GD1438'
 GD1438'BIRD POINT, STAMPED---BM BIRD POINT---, IS A CORPS OF
 GD1438'ENGINEERS DISK RIVETED TO THE TOP OF A 4-INCH PIPE PROJECTING
 GD1438'1 FOOT ABOVE GROUND.  IT IS 175 FEET SOUTHEAST OF UTILITY
 GD1438'POLE A 34 55, 52.5 FEET SOUTH OF THE WEST GATE POST OF A
 GD1438'BOARD FENCE, 47.5 FEET NORTHEAST OF A BARBED WIRE FENCE
 GD1438'ACROSS A DRY POND, 18 FEET NORTH OF THE EDGE OF THE DRY POND,
 GD1438'AND 110 FEET SOUTHWEST OF THE CENTER OF THE PAVED ROAD.
 GD1438'
 GD1438'NOTE- A 10 FOOT STAND IS NECESSARY TO SEE BETWEEN THE
 GD1438'STATION AND BIRD POINT SCHOOL MRC OR BIRD POINT.
 GD1438'
 GD1438'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION,
 GD1438'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK.
 GD1438
 GD1438                          STATION RECOVERY (1977)
 GD1438
 GD1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GD1438'AT BIRDS POINT.
 GD1438'AT BIRDS POINT, 5 MILES NORTHEAST OF WYATT, 0.7 MILE WEST-SOUTH-
 GD1438'WEST OF THE WEST END OF THE MISSISSIPPI RIVER BRIDGE, IN THE SOUTH
 GD1438'WEST ANGLE OF AN INTERSEC?;TION, 113.30 FEET EAST PF RM 2, 85.27 FEET
 GD1438'WEST SOUTHWEST OF RM 1 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 GD1438'WITH THE GROUND.
 GD1438
 GD1438                          STATION RECOVERY (2000)
 GD1438
 GD1438'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1440 ***********************************************************************
 GD1440  DESIGNATION -  BIRD POINT 3 AZ MK
 GD1440  PID         -  GD1440
 GD1440  STATE/COUNTY-  MO/MISSISSIPPI
 GD1440  USGS QUAD   -  WYATT (1978)
 GD1440
 GD1440                         *CURRENT SURVEY CONTROL
 GD1440  ___________________________________________________________________
 GD1440* NAD 83(1997)-  36 58 20.18614(N)    089 08 45.31496(W)     ADJUSTED  
 GD1440* NAVD 88     -       101.99   (+/-2cm)     334.6    (feet)  VERTCON   
 GD1440  ___________________________________________________________________
 GD1440  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GD1440  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1440
 GD1440  HORZ ORDER  -  SECOND
 GD1440  VERT ORDER  -  THIRD (See Below)
 GD1440
 GD1440.The horizontal coordinates were established by classical geodetic methods
 GD1440.and adjusted by the National Geodetic Survey in February 2000..
 GD1440
 GD1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1440.The vertical order pertains to the NGVD 29 superseded value.
 GD1440
 GD1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1440
 GD1440.The geoid height was determined by GEOID03.
 GD1440
 GD1440;                    North         East     Units Scale Factor Converg.
 GD1440;SPC MO E     -   127,232.766   370,567.696   MT  1.00011235   +0 48 52.1
 GD1440;UTM  16      - 4,093,948.596   308,982.634   MT  1.00004952   -1 17 27.6
 GD1440
 GD1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1440!SPC MO E     -   0.99998842  x   1.00011235  =   1.00010077
 GD1440!UTM  16      -   0.99998842  x   1.00004952  =   1.00003794
 GD1440
 GD1440                          SUPERSEDED SURVEY CONTROL
 GD1440
 GD1440  NAD 83(1997)-  36 58 20.19199(N)    089 08 45.32014(W) AD(       ) 2
 GD1440  NAD 83(1997)-  36 58 20.19292(N)    089 08 45.31880(W) AD(       ) 2
 GD1440  NAD 83(1997)-  36 58 20.19542(N)    089 08 45.31124(W) AD(       ) 2
 GD1440  NAD 83(1986)-  36 58 20.19725(N)    089 08 45.31749(W) AD(       ) 2
 GD1440  NAD 27      -  36 58 20.00953(N)    089 08 45.07072(W) AD(       ) 2
 GD1440  NGVD 29 (??/??/??)  101.87   (m)          334.2    (f) RESET       3  
 GD1440
 GD1440.Superseded values are not recommended for survey control.
 GD1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1440.See file dsdata.txt to determine how the superseded data were derived.
 GD1440
 GD1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0898393949(NAD 83)
 GD1440_MARKER: DZ = AZIMUTH MARK DISK
 GD1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1440_SP_SET: CONCRETE POST
 GD1440_STAMPING: BIRD POINT 3 1977
 GD1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1440+STABILITY: SURFACE MOTION
 GD1440
 GD1440  HISTORY     - Date     Condition        Report By
 GD1440  HISTORY     - 1977     MONUMENTED       NGS
 GD1440
 GD1440                          STATION DESCRIPTION
 GD1440
 GD1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GD1440'0.7 MI NE FROM BIRDS POINT.
 GD1440'0.7 MILE NORTHEAST ALONG HIGHWAYS 60 AND 62 FROM THE JUNCTION OF
 GD1440'STATE HIGHWAY 77 AT BIRDS POINT, 57 FEET SOUTHWEST OF THE SOUTHEAST
 GD1440'ABUTMENT OF HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER, 30 FEET
 GD1440'SOUTHEAST OF THE CENTER LINE OF HIGHWAYS 60 AND 62, 17 FEET NORTHEAST
 GD1440'OF THE CENTER LINE OF THE LEVEE ROAD AND SET IN THE TOP OF A CONCRETE
 GD1440'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1439 ***********************************************************************
 GD1439  DESIGNATION -  BIRD POINT 3 RM 1
 GD1439  PID         -  GD1439
 GD1439  STATE/COUNTY-  MO/MISSISSIPPI
 GD1439  USGS QUAD   -  WYATT (1978)
 GD1439
 GD1439                         *CURRENT SURVEY CONTROL
 GD1439  ___________________________________________________________________
 GD1439* NAD 83(1997)-  36 57 57.61437(N)    089 09 29.78571(W)     ADJUSTED  
 GD1439* NAVD 88     -       101.00   (+/-2cm)     331.4    (feet)  VERTCON   
 GD1439  ___________________________________________________________________
 GD1439  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GD1439  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1439
 GD1439  HORZ ORDER  -  SECOND
 GD1439  VERT ORDER  -  THIRD (See Below)
 GD1439
 GD1439.The horizontal coordinates were established by classical geodetic methods
 GD1439.and adjusted by the National Geodetic Survey in February 2000..
 GD1439
 GD1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1439.The vertical order pertains to the NGVD 29 superseded value.
 GD1439
 GD1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1439
 GD1439.The geoid height was determined by GEOID03.
 GD1439
 GD1439;                    North         East     Units Scale Factor Converg.
 GD1439;SPC MO E     -   126,521.374   369,477.527   MT  1.00010913   +0 48 24.9
 GD1439;UTM  16      - 4,093,277.772   307,867.131   MT  1.00005478   -1 17 53.7
 GD1439
 GD1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1439!SPC MO E     -   0.99998857  x   1.00010913  =   1.00009770
 GD1439!UTM  16      -   0.99998857  x   1.00005478  =   1.00004335
 GD1439
 GD1439                          SUPERSEDED SURVEY CONTROL
 GD1439
 GD1439  NAD 83(1997)-  36 57 57.61956(N)    089 09 29.79037(W) AD(       ) 2
 GD1439  NAD 83(1997)-  36 57 57.62067(N)    089 09 29.78918(W) AD(       ) 2
 GD1439  NAD 83(1997)-  36 57 57.62371(N)    089 09 29.78204(W) AD(       ) 2
 GD1439  NAD 83(1986)-  36 57 57.62547(N)    089 09 29.78830(W) AD(       ) 2
 GD1439  NAD 27      -  36 57 57.43729(N)    089 09 29.54001(W) AD(       ) 2
 GD1439  NGVD 29 (??/??/??)  100.88   (m)          331.0    (f) RESET       3  
 GD1439
 GD1439.Superseded values are not recommended for survey control.
 GD1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1439.See file dsdata.txt to determine how the superseded data were derived.
 GD1439
 GD1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0786793278(NAD 83)
 GD1439_MARKER: DR = REFERENCE MARK DISK
 GD1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1439_SP_SET: CONCRETE POST
 GD1439_STAMPING: BIRD POINT 3 RM 1
 GD1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1439+STABILITY: SURFACE MOTION
 GD1439
 GD1439  HISTORY     - Date     Condition        Report By
 GD1439  HISTORY     - 1977     MONUMENTED       NGS
 GD1439
 GD1439                          STATION DESCRIPTION
 GD1439
 GD1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GD1439'AT BIRDS POINT.
 GD1439'AT BIRDS POINT, 5 MILES NORTHEAST OF WYATT, 0.7 MILES WEST SOUTH-
 GD1439'WEST OF THE WEST END OF THE MISSISSIPPI RIVER BRIDGE, 85.27 FEET
 GD1439'EAST-NORTHEAST OF THE STATION, 84 FEET NORTHEAST OF UTILITY POLE
 GD1439'NUMBER 200, 16 FEET NORTH OF THE CENTER LINE OF THE LEVEE, 3 FEET
 GD1439'NORTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEE AND SET
 GD1439'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1437 ***********************************************************************
 GD1437  DESIGNATION -  BIRD POINT 3 RM 2
 GD1437  PID         -  GD1437
 GD1437  STATE/COUNTY-  MO/MISSISSIPPI
 GD1437  USGS QUAD   -  WYATT (1978)
 GD1437
 GD1437                         *CURRENT SURVEY CONTROL
 GD1437  ___________________________________________________________________
 GD1437* NAD 83(1986)-  36 57 57.     (N)    089 09 29.     (W)     SCALED    
 GD1437* NAVD 88     -       101.98   (+/-2cm)     334.6    (feet)  VERTCON   
 GD1437  ___________________________________________________________________
 GD1437  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1437
 GD1437  VERT ORDER  -  THIRD (See Below)
 GD1437
 GD1437.The horizontal coordinates were scaled from a topographic map and have
 GD1437.an estimated accuracy of +/- 6 seconds.
 GD1437
 GD1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1437.The vertical order pertains to the NGVD 29 superseded value.
 GD1437
 GD1437.The geoid height was determined by GEOID03.
 GD1437
 GD1437;                    North         East    Units  Estimated Accuracy
 GD1437;SPC MO E     -   126,500.      369,500.      MT  (+/- 180 meters Scaled)
 GD1437
 GD1437                          SUPERSEDED SURVEY CONTROL
 GD1437
 GD1437  NGVD 29 (??/??/??)  101.86   (m)          334.2    (f) RESET       3  
 GD1437
 GD1437.Superseded values are not recommended for survey control.
 GD1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1437.See file dsdata.txt to determine how the superseded data were derived.
 GD1437
 GD1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF078932(NAD 83)
 GD1437_MARKER: DR = REFERENCE MARK DISK
 GD1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1437_SP_SET: CONCRETE POST
 GD1437_STAMPING: BIRD POINT 3 RM 2
 GD1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1437+STABILITY: SURFACE MOTION
 GD1437
 GD1437  HISTORY     - Date     Condition        Report By
 GD1437  HISTORY     - 1977     MONUMENTED       NGS
 GD1437
 GD1437                          STATION DESCRIPTION
 GD1437
 GD1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GD1437'AT BIRDS POINT.
 GD1437'AT BIRDS POINT, 5 MILES NORTHEAST OF WYATT, 0.7 MILE WEST SOUTH-
 GD1437'WEST OF THE WEST END OF THE MISSISSIPPI RIVER BRIDGE, 113.30 FEET
 GD1437'WEST OF THE STATION, 9 FEET NORTH OF THE CENTER LINE OF THE LEVEE
 GD1437'ROAD, 5 FEET NORTHEAST OF A GATE POST, 4 FEET EAST OF A FENCE LINE,
 GD1437'3 FEET EAST OF AN UNDER GROUND CABLE WITNESS POST, AND SET IN THE
 GD1437'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1436 ***********************************************************************
 GD1436  DESIGNATION -  BIRDS POINT
 GD1436  PID         -  GD1436
 GD1436  STATE/COUNTY-  MO/MISSISSIPPI
 GD1436  USGS QUAD   -  WYATT (1978)
 GD1436
 GD1436                         *CURRENT SURVEY CONTROL
 GD1436  ___________________________________________________________________
 GD1436* NAD 83(1997)-  36 57 56.26703(N)    089 09 25.35144(W)     ADJUSTED  
 GD1436* NAVD 88     -        95.67   (+/-2cm)     313.9    (feet)  VERTCON   
 GD1436  ___________________________________________________________________
 GD1436  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GD1436  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1436
 GD1436  HORZ ORDER  -  SECOND
 GD1436  VERT ORDER  -  THIRD (See Below)
 GD1436
 GD1436.The horizontal coordinates were established by classical geodetic methods
 GD1436.and adjusted by the National Geodetic Survey in February 2000..
 GD1436
 GD1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1436.The vertical order pertains to the NGVD 29 superseded value.
 GD1436
 GD1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1436
 GD1436.The geoid height was determined by GEOID03.
 GD1436
 GD1436;                    North         East     Units Scale Factor Converg.
 GD1436;SPC MO E     -   126,481.385   369,587.801   MT  1.00010945   +0 48 27.6
 GD1436;SPC KY1Z     - 1,075,714.196 1,196,655.265   MT  1.00003024   -2 05 30.4
 GD1436;SPC KY1Z     - 3,529,238.99  3,926,026.48   sFT  1.00003024   -2 05 30.4
 GD1436;SPC KY S     -   575,638.105   196,673.128   MT  0.99996596   -2 03 58.5
 GD1436;SPC KY S     - 1,888,572.68    645,251.75   sFT  0.99996596   -2 03 58.5
 GD1436;UTM  16      - 4,093,233.762   307,975.856   MT  1.00005427   -1 17 51.0
 GD1436
 GD1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1436!SPC MO E     -   0.99998941  x   1.00010945  =   1.00009886
 GD1436!SPC KY1Z     -   0.99998941  x   1.00003024  =   1.00001965
 GD1436!SPC KY S     -   0.99998941  x   0.99996596  =   0.99995537
 GD1436!UTM  16      -   0.99998941  x   1.00005427  =   1.00004368
 GD1436
 GD1436|---------------------------------------------------------------------|
 GD1436| PID    Reference Object                     Distance      Geod. Az  |
 GD1436|                                                           dddmmss.s |
 GD1436| CG3218 G1                                   46.833 METERS 27850     |
 GD1436| GD1435 BIRDS PT SCHOOL                       6.877 METERS 32726     |
 GD1436|---------------------------------------------------------------------|
 GD1436
 GD1436                          SUPERSEDED SURVEY CONTROL
 GD1436
 GD1436  NAD 83(1997)-  36 57 56.27227(N)    089 09 25.35606(W) AD(       ) 2
 GD1436  NAD 83(1997)-  36 57 56.27337(N)    089 09 25.35488(W) AD(       ) 2
 GD1436  NAD 83(1997)-  36 57 56.27636(N)    089 09 25.34777(W) AD(       ) 2
 GD1436  NAD 83(1986)-  36 57 56.27816(N)    089 09 25.35347(W) AD(       ) 2
 GD1436  NAD 27      -  36 57 56.08900(N)    089 09 25.10100(W) AD(       ) 2
 GD1436  NGVD 29 (??/??/??)   95.55   (m)          313.5    (f) RESET       3  
 GD1436
 GD1436.Superseded values are not recommended for survey control.
 GD1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1436.See file dsdata.txt to determine how the superseded data were derived.
 GD1436
 GD1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0797693234(NAD 83)
 GD1436_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GD1436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD1436_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD1436_STAMPING: BIRD POINT
 GD1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1436
 GD1436  HISTORY     - Date     Condition        Report By
 GD1436  HISTORY     - UNK      MONUMENTED       USE
 GD1436  HISTORY     - 1929     GOOD             CGS
 GD1436  HISTORY     - 1970     GOOD             NGS
 GD1436  HISTORY     - 1977     GOOD             NGS
 GD1436
 GD1436                          STATION DESCRIPTION
 GD1436
 GD1436'DESCRIBED BY US ENGINEERS UNK
 GD1436'AT BIRDS POINT.
 GD1436'AT BIRDS POINT, 175 FEET SOUTHEAST OF POLE NUMBER A 34 55, 110
 GD1436'FEET SOUTHWEST OF THE CENTER LINE OF PAVED ROAD, 52.5 FEET SOUTH
 GD1436'OF THE WEST GATE POST OF A BOAD FENCE, 47.5 FEET NOETHEAST OF A
 GD1436'WIRE FENCE ACROSS A DRY POND, 18 FEET NORTH OF THE EDGE OF A DRY
 GD1436'POND, AND PROJECTING 1 FOOT ABOVE THE GROUND.
 GD1436
 GD1436                          STATION RECOVERY (1929)
 GD1436
 GD1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1436'ON WEST BANK OF MISSISSIPPI RIVER, ON BIRDS POINT.  STATION MARK WAS
 GD1436'STANDARD DISK STATION MARK IN CONCRETE.  STATION BIRDS
 GD1436'POINT SCHOOL MRC, SEE DESCRIPTION THEREOF, WAS 6.79 METERS 22.3 FEET
 GD1436'FROM STATION S 32 DEG 06 MIN W.  STATION DESTROYED IN 1931
 GD1436'BY LEVEE CONSTRUCTION.  STATION B.M. BIRD POINT 2 USE, SEE
 GD1436'DESCRIPTION THEREOF, WAS ESTABLISHED WITHIN ONE-TENTH FOOT OF
 GD1436'ORIGINAL POSITION AFTER COMPLETION OF NEW LEVEE.
 GD1436
 GD1436                          STATION RECOVERY (1970)
 GD1436
 GD1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1436'NO DESCRIPTION OF THE NEW STATION WAS AVAILABLE AND THE BELOW
 GD1436'DESCRIPTION STATES EXACTLY WHAT WAS FOUND AT THE STATION SITE.
 GD1436'
 GD1436'B.M. BIRD POINT IS A STANDARD U.S.E.D. DISK RIVETED TO THE TOP OF A
 GD1436'4 INCH PIPE PROJECTING 16 INCHES AND STAMPED B.M. BIRD POINT.
 GD1436'
 GD1436'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND 62,
 GD1436'STATE HIGHWAY 77 AND COUNTY ROAD Y ABOUT 1 MILE NORTH OF WYATT, GO
 GD1436'NORTHEAST ON HIGHWAY 60 AND 62 FOR 1.15 MILES TO THE JUNCTION OF
 GD1436'COUNTY ROAD EE.  CONTINUE NORTHEAST ON THE HIGHWAY FOR 4.05 TO A
 GD1436'PAVED CROSSROAD AND THE MARK ABOUT 300 FEET SOUTHEAST OF THE
 GD1436'HIGHWAY.
 GD1436'
 GD1436'THE MARK IS 50 FEET EAST OF A FENCE, 118 FEET SOUTH OF THE CENTERLINE
 GD1436'OF A PAVED ROAD, 105 FEET SOUTHEAST OF A FENCE CORNER, 99 FEET SOUTH
 GD1436'OF A FENCE AND IN A STOCK FEEDER LOT.
 GD1436'
 GD1436'B.M. G/1 1944 USED IS A STANDARD DISK STAMPED B.M. G/1 1944 RIVETED
 GD1436'TO THE TOP OF A 4 INCH PIPE PROJECTING 8 INCHES.  IT IS 22 FEET
 GD1436'SOUTHEAST OF A POWER POLE, 86 FEET SOUTHEAST OF A YELLOW CONCRETE
 GD1436'POST NO. 1, 82 FEET SOUTH OF A FENCE, 101 FEET SOUTH OF CENTERLINE OF
 GD1436'PAVED ROAD, 134 FEET SOUTHWEST OF FENCE CORNER AND IN FEEDER LOT.
 GD1436'
 GD1436'B.M. BIRDS PT SCHOOL USE IS A STANDARD U.S.E.D. DISK RIVETED
 GD1436'TO THE TOP OF A 4 INCH PIPE PROJECTING 16 INCHES, STAMPED B.M. BIRDS
 GD1436'PT SCHOOL, 174 FEET EAST OF A POWER POLE, 83 FEET SOUTHEAST OF
 GD1436'FENCE CORNER, 37 FEET EAST OF A FENCE, 79 FEET SOUTH OF A FENCE, 98
 GD1436'FEET SOUTH OF CENTERLINE OF PAVED ROAD, ABOUT 300 FEET SOUTHEAST
 GD1436'OF THE CENTERLINE OF U.S. HIGHWAY 60 AND 62 AND IN THE FEEDER
 GD1436'LOT.
 GD1436'
 GD1436'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1436
 GD1436                          STATION RECOVERY (1977)
 GD1436
 GD1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1436'STATION IS LOCATED 5 MILES NORTHEAST OF WYATT, 0.7 MILE
 GD1436'WEST-SOUTHWEST OF THE WEST END OF THE MISSISSIPPI RIVER
 GD1436'BRIDGE, AT THE SMALL VILLAGE OF BIRD POINT, IN THE SOUTHWEST
 GD1436'ANGLE OF AN INTERSECTION, IN A FORMER CATTLE HOLDING AREA,
 GD1436'ABOUT 15 FEET BELOW U.S. HIGHWAYS 60 AND 62.
 GD1436'
 GD1436'TO REACH THE STATION FROM THE WEST END OF THE MISSISSIPPI
 GD1436'RIVER BRIDGE, GO SOUTHWEST ON HIGHWAYS 60 AND 62 FOR 0.7 MILE
 GD1436'TO A PAVED CROSSROAD AND THE STATION ON THE LEFT, ABOUT 250
 GD1436'FEET SOUTHEAST OF THE HIGHWAY.
 GD1436'
 GD1436'BIRD POINT, A CORPS OF ENGINEERS DISK STAMPED---BM BIRD
 GD1436'POINT---, IS RIVETED TO THE TOP OF A 4-INCH PIPE PROJECTING
 GD1436'1 FOOT ABOVE GROUND.  IT IS 175 FEET SOUTHEAST OF UTILITY
 GD1436'POLE A 34 55, 52.5 FEET SOUTH OF THE WEST GATE POST OF A
 GD1436'BOARD FENCE, 47.5 FEET NORTHEAST OF A BARBED WIRE FENCE
 GD1436'ACROSS A DRY POND, 18 FEET NORTH OF THE EDGE OF THE DRY POND,
 GD1436'AND 110 FEET SOUTHWEST OF THE CENTER OF THE PAVED ROAD.
 GD1436'NOTE--A 10 FOOT STAND IS NECESSARY TO SEE BETWEEN THE STATION
 GD1436'AND BIRD POINT 3.
 GD1436'
 GD1436'BIRD POINT 3, A STANDARD TRIANGULATION STATION DISK STAMPED
 GD1436'---BIRD POINT 3 1977---, IS SET IN THE TOP OF A 12-INCH ROUND
 GD1436'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 181 FEET
 GD1436'WEST-NORTHWEST OF THE INTERSECTION, 72.5 FEET NORTH-NORTHWEST
 GD1436'OF UTILITY POLE 200, 64 FEET EAST OF THE CENTER OF A DIRT
 GD1436'ROAD CROSSING THE LEVEE, 32 FEET NORTH OF THE CENTER OF THE
 GD1436'PAVED ROAD, 4.5 FEET SOUTH OF A METAL WITNESS POST, AND 2
 GD1436'FEET ABOVE THE ROAD AND ON TOP OF THE LEVEE.  UNDERGROUND DISK
 GD1436'IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS 40 INCHES
 GD1436'BELOW GROUND.
 GD1436'
 GD1436'BIRDS POINT SCHOOL MRC, A CORPS OF ENGINEERS DISK STAMPED
 GD1436'---BIRDS PT SCHOOL---, IS RIVETED TO THE TOP OF A 4-INCH PIPE
 GD1436'PROJECTING 1 FOOT ABOVE GROUND.  IT IS 162 FEET SOUTHEAST OF
 GD1436'UTILITY POLE A 34 55, 95 FEET SOUTHWEST OF THE CENTER OF THE
 GD1436'PAVED ROAD, 66.5 FEET NORTHEAST OF A BARBED WIRE FENCE ACROSS
 GD1436'A DRY POND, 37.5 FEET SOUTH-SOUTHEAST OF THE WEST GATE POST
 GD1436'OF A BOARD FENCE, 35 FEET NORTH OF THE EDGE OF THE DRY POND.
 GD1436'
 GD1436'BM P 277, A STANDARD BENCH MARK DISK STAMPED---P 277 1976---,
 GD1436'IS CRIMPED TO THE TOP OF A 5/8-INCH ROD, 6 INCHES UNDERGROUND
 GD1436'AND SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS 43.5
 GD1436'FEET SOUTHEAST OF THE CENTER OF HIGHWAYS 60 AND 62, 50.5 FEET
 GD1436'WEST OF A SIGN (BIRDS BLUE HOLE PUBLIC FISHING), 1.5 FEET
 GD1436'NORTHEAST OF A METAL WITNESS POST, AND 1.5 FEET SOUTHWEST OF
 GD1436'A 4-INCH SQUARE CONCRETE MILEPOST.
 GD1436'
 GD1436'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT BIRD POINT 3.
 GD1436'HEIGHT OF LIGHT SHOWN ABOVE MARK IS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1435 ***********************************************************************
 GD1435  DESIGNATION -  BIRDS PT SCHOOL
 GD1435  PID         -  GD1435
 GD1435  STATE/COUNTY-  MO/MISSISSIPPI
 GD1435  USGS QUAD   -  WYATT (1978)
 GD1435
 GD1435                         *CURRENT SURVEY CONTROL
 GD1435  ___________________________________________________________________
 GD1435* NAD 83(1997)-  36 57 56.45506(N)    089 09 25.50108(W)     ADJUSTED  
 GD1435* NAVD 88     -        96.08   (+/-2cm)     315.2    (feet)  VERTCON   
 GD1435  ___________________________________________________________________
 GD1435  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GD1435  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1435
 GD1435  HORZ ORDER  -  SECOND
 GD1435  VERT ORDER  -  THIRD (See Below)
 GD1435
 GD1435.The horizontal coordinates were established by classical geodetic methods
 GD1435.and adjusted by the National Geodetic Survey in February 2000..
 GD1435
 GD1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1435.The vertical order pertains to the NGVD 29 superseded value.
 GD1435
 GD1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1435
 GD1435.The geoid height was determined by GEOID03.
 GD1435
 GD1435;                    North         East     Units Scale Factor Converg.
 GD1435;SPC MO E     -   126,487.129   369,584.018   MT  1.00010944   +0 48 27.5
 GD1435;UTM  16      - 4,093,239.641   307,972.287   MT  1.00005428   -1 17 51.1
 GD1435
 GD1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1435!SPC MO E     -   0.99998935  x   1.00010944  =   1.00009878
 GD1435!UTM  16      -   0.99998935  x   1.00005428  =   1.00004363
 GD1435
 GD1435|---------------------------------------------------------------------|
 GD1435| PID    Reference Object                     Distance      Geod. Az  |
 GD1435|                                                           dddmmss.s |
 GD1435| GD1436 BIRDS POINT                           6.877 METERS 14726     |
 GD1435| CG3218 G1                                   42.593 METERS 27152     |
 GD1435|---------------------------------------------------------------------|
 GD1435
 GD1435                          SUPERSEDED SURVEY CONTROL
 GD1435
 GD1435  NAD 83(1997)-  36 57 56.46030(N)    089 09 25.50570(W) AD(       ) 2
 GD1435  NAD 83(1997)-  36 57 56.46140(N)    089 09 25.50452(W) AD(       ) 2
 GD1435  NAD 83(1997)-  36 57 56.46439(N)    089 09 25.49742(W) AD(       ) 2
 GD1435  NAD 83(1986)-  36 57 56.46602(N)    089 09 25.50292(W) AD(       ) 2
 GD1435  NAD 27      -  36 57 56.27701(N)    089 09 25.25052(W) AD(       ) 2
 GD1435  NGVD 29 (??/??/??)   95.95   (m)          314.8    (f) RESET       3  
 GD1435
 GD1435.Superseded values are not recommended for survey control.
 GD1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1435.See file dsdata.txt to determine how the superseded data were derived.
 GD1435
 GD1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0797293240(NAD 83)
 GD1435_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GD1435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD1435_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD1435_STAMPING: BIRDS POINT SCHOOL
 GD1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1435
 GD1435  HISTORY     - Date     Condition        Report By
 GD1435  HISTORY     - UNK      MONUMENTED       MRC
 GD1435  HISTORY     - 1929     GOOD             MRC
 GD1435  HISTORY     - 19681201 GOOD             USGS
 GD1435  HISTORY     - 1970     MARK NOT FOUND   NGS
 GD1435  HISTORY     - 1977     GOOD             NGS
 GD1435
 GD1435                          STATION DESCRIPTION
 GD1435
 GD1435'DESCRIBED BY MISSISSIPPI RIVER COMMISSION UNK
 GD1435'AT BIRDS POINT.
 GD1435'AT BIRDS POINT, 162 FEET EAST OF POLE NUMBER A 34 55, 95 FEET
 GD1435'SOUTHWEST OF THE CENTER LINE OF PAVED ROAD, 66.5 FEET NORTHEAST
 GD1435'OF A WIRE FENCE ACCROSS A DRY POND, 37.5 FEET SOUTH SOUTHEAST OF
 GD1435'THE WEST GATE POST OF S BOARD FENCE, 35 FEET NORTH OF THE EDGE OF
 GD1435'A DRY POND, ABOUT 15 FEET BELOW THE LEVEL OF HIGHWAYS 60 AND
 GD1435'62, A MRC CAP ON 4 INCH IRON PIPE PROJECTING 1 FOOT.
 GD1435
 GD1435                          STATION RECOVERY (1929)
 GD1435
 GD1435'RECOVERY NOTE BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 GD1435'ON RIGHT BANK WEST OF MISSISSIPPI RIVER, IN NORTHWEST CORNER OF BIRDS
 GD1435'POINT SCHOOL YARD, 2 METERS 7 FEET BELOW DIRT ROAD ALONGSIDE SCHOOL
 GD1435'YARD, 2.7 METERS 9 FEET EAST OF WEST FENCE, 2.9 METERS 10 FEET
 GD1435'SOUTH OF NORTH FENCE, AND ABOUT 33 METERS 108 FEET NORTHWEST OF
 GD1435'CISTERN IN NORTHEAST CORNER OF YARD.  SCHOOL IS WHITE FRAME
 GD1435'STRUCTURE ABOUT ONE-FOURTH MILE EAST OF WHERE UNITED STATES
 GD1435'ROUTE 60 CROSSES LEVEE AT BIRDS POINT LANDING.  MARKED BY STANDARD
 GD1435'MARK OF MISSISSIPPI RIVER COMMISSION, A BRASS CAP ON STEEL PIPE
 GD1435'ABOVE AND COPPER BOLT IN TILE BELOW.
 GD1435'PIPE PROJECTS 12 INCHES ABOVE SURFACE OF GROUND.  STATION BIRD POINT,
 GD1435'SEE DESCRIPTION THEREOF, IS 6.79 METERS 22.3 FEET FROM
 GD1435'STATION.
 GD1435
 GD1435                          STATION RECOVERY (1968)
 GD1435
 GD1435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FWK)
 GD1435'RECOVERED IN GOOD CONDITION.
 GD1435
 GD1435                          STATION RECOVERY (1970)
 GD1435
 GD1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1435'THE STATION SITE WAS FOUND BUT THERE HAS BEEN SOME WORK ON THE
 GD1435'LEVEE AND THE ORIGINAL MARK WAS NOT FOUND.  A MARK WAS FOUND AND IS
 GD1435'ASSUMED TO BE ONE RESET IN THE ORIGINAL LOCATION BY THE U.S.E.D.
 GD1435'AFTER OR DURING CONSTRUCTION.  THE BELOW DESCRIPTION STATES EXACTLY
 GD1435'WHAT WAS FOUND AT THE SITE AND THE STAMPING OF MARKS FOUND.
 GD1435'
 GD1435'THE STATION IS LOCATED NEAR THE WEST BANK OF THE MISSISSIPPI
 GD1435'RIVER NEAR BIRDS POINT, A STANDARD U.S.E.D. DISK RIVETED TO THE TOP
 GD1435'OF A 4 INCH PIPE PROJECTING 16 INCHES, STAMPED B.M. BIRDS PT SCHOOL,
 GD1435'174 FEET EAST OF A POWER POLE, 83 FEET SOUTHEAST OF A FENCE CORNER,
 GD1435'37 FEET EAST OF A FENCE, 79 FEET SOUTH OF A FENCE,
 GD1435'98 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, ABOUT 300
 GD1435'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 60 AND 62 AND
 GD1435'IN A STOCK FEEDER LOT.
 GD1435'
 GD1435'B.M. G/1 1944 USED IS A STANDARD U.S.E.D. DISK STAMPED B.M. G/1 1944
 GD1435'RIVETED TO THE TOP OF A 4 INCH PIPE PROJECTING 8 INCHES, 22 FEET
 GD1435'SOUTHEAST OF POWER POLE, 86 FEET SOUTHEAST OF A YELLOW CONCRETE
 GD1435'POST NO. 1, 82 FEET SOUTH OF A FENCE, 101 FEET SOUTH OF CENTERLINE
 GD1435'OF PAVED ROAD, 134 FEET SOUTHWEST OF FENCE CORNER AND IN FEEDER
 GD1435'LOT.
 GD1435'
 GD1435'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND 62,
 GD1435'STATE HIGHWAY 77 AND COUNTY ROAD Y ABOUT 1 MILE NORTH OF WYATT, GO
 GD1435'NORTHEAST ON HIGHWAY 60 AND 62 FOR 1.15 MILES TO THE JUNCTION OF
 GD1435'COUNTY ROAD EE.  CONTINUE NORTHEAST ON THE HIGHWAY FOR 4.05 MILES
 GD1435'TO A PAVED CROSSROAD AND THE STATION ON THE RIGHT.
 GD1435'
 GD1435'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1435
 GD1435                          STATION RECOVERY (1977)
 GD1435
 GD1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1435'STATION IS LOCATED 5 MILES NORTHEAST OF WYATT, 0.7 MILE
 GD1435'WEST-SOUTHWEST OF THE WEST END OF THE MISSISSIPPI RIVER
 GD1435'BRIDGE, AT THE SMALL VILLAGE OF BIRD POINT, IN THE SOUTHWEST
 GD1435'ANGLE OF AN INTERSECTION, IN A FORMER CATTLE HOLDING AREA,
 GD1435'ABOUT 15 FEET BELOW U.S. HIGHWAYS 60 AND 62.
 GD1435'
 GD1435'TO REACH THE STATION FROM THE WEST END OF THE MISSISSIPPI
 GD1435'RIVER BRIDGE, GO SOUTHWEST ON HIGHWAYS 60 AND 62 FOR 0.7 MILE
 GD1435'TO A PAVED CROSSROAD AND THE STATION ON THE LEFT, ABOUT 250
 GD1435'FEET SOUTHEAST OF THE HIGHWAY.
 GD1435'
 GD1435'BIRDS POINT SCHOOL MRC, A CORPS OF ENGINEERS DISK STAMPED
 GD1435'---BIRDS PT SCHOOL---, IS RIVETED TO THE TOP OF A 4-INCH PIPE
 GD1435'PROJECTING 1 FOOT ABOVE GROUND.  IT IS 162 FEET SOUTHEAST OF
 GD1435'UTILITY POLE A 34 55, 95 FEET SOUTHWEST OF THE CENTER OF THE
 GD1435'PAVED ROAD, 66.5 FEET NORTHEAST OF A BARBED WIRE FENCE ACROSS
 GD1435'A DRY POND, 37.5 FEET SOUTH-SOUTHEAST OF THE WEST GATE POST
 GD1435'OF A BOARD FENCE, 35 FEET NORTH OF THE EDGE OF THE DRY POND.
 GD1435'
 GD1435'BIRD POINT 3, A STANDARD TRIANGULATION STATION DISK STAMPED
 GD1435'---BIRD POINT 3 1977---, IS SET IN THE TOP OF A 12-INCH ROUND
 GD1435'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 181 FEET
 GD1435'WEST-NORTHWEST OF THE INTERSECTION, 72.5 FEET NORTH-NORTHWEST
 GD1435'OF UTILITY POLE 200, 64 FEET EAST OF THE CENTER OF A DIRT ROAD
 GD1435'CROSSING THE LEVEE, 32 FEET NORTH OF THE CENTER OF THE PAVED
 GD1435'ROAD, 4.5 FEET SOUTH OF A METAL WITNESS POST, AND 2 FEET ABOVE
 GD1435'THE ROAD AND ON TOP OF THE LEVEE.  UNDERGROUND DISK IS SET IN
 GD1435'THE TOP OF AN IRREGULAR CONCRETE MASS 40 INCHES BELOW GROUND.
 GD1435'
 GD1435'BIRD POINT, STAMPED---BM BIRD POINT---, IS A CORPS OF
 GD1435'ENGINEERS DISK
 GD1435'RIVETED TO THE TOP OF A 4-INCH PIPE PROJECTING 1 FOOT
 GD1435'ABOVE GROUND.  IT IS 175 FEET SOUTHEAST OF UTILITY POLE
 GD1435'A 34 55, 52.5 FEET SOUTH OF THE WEST GATE POST OF A BOARD
 GD1435'FENCE, 47.5 FEET NORTHEAST OF A BARBED WIRE FENCE ACROSS A
 GD1435'DRY POND, 18 FEET NORTH OF THE EDGE OF THE DRY POND, AND 110
 GD1435'FEET SOUTHWEST OF THE CENTER OF THE PAVED ROAD.
 GD1435'
 GD1435'BM P 277, A STANDARD BENCH MARK DISK STAMPED---P 277 1976---,
 GD1435'IS CRIMPED TO THE TOP OF A 5/8-INCH ROD, 6 INCHES UNDERGROUND
 GD1435'AND SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS 43.5
 GD1435'FEET SOUTHEAST OF THE CENTER OF HIGHWAYS 60 AND 62, 50.5 FEET
 GD1435'WEST OF A SIGN (BIRDS BLUE HOLE PUBLIC FISHING), 1.5 FEET
 GD1435'NORTHEAST OF A METAL WITNESS POST, AND 1.5 FEET SOUTHWEST OF
 GD1435'A 4-INCH SQUARE CONCRETE MILEPOST.
 GD1435'
 GD1435'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT BIRD POINT 3.
 GD1435'NOTE- A 10 FOOT STAND IS NECESSARY TO SEE BETWEEN THE STATION
 GD1435'AND BIRD POINT 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0491 ***********************************************************************
 JD0491  DESIGNATION -  BLACK
 JD0491  PID         -  JD0491
 JD0491  STATE/COUNTY-  MO/COOPER
 JD0491  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0491
 JD0491                         *CURRENT SURVEY CONTROL
 JD0491  ___________________________________________________________________
 JD0491* NAD 83(1997)-  38 56 13.61790(N)    092 57 22.14714(W)     ADJUSTED  
 JD0491* NAVD 88     -       236.560  (meters)     776.11   (feet)  ADJUSTED  
 JD0491  ___________________________________________________________________
 JD0491  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 JD0491  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0491  DYNAMIC HT  -         236.409 (meters)     775.62  (feet)  COMP
 JD0491  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JD0491
 JD0491  HORZ ORDER  -  SECOND
 JD0491  VERT ORDER  -  SECOND    CLASS 0
 JD0491
 JD0491.The horizontal coordinates were established by classical geodetic methods
 JD0491.and adjusted by the National Geodetic Survey in February 2000..
 JD0491
 JD0491.The orthometric height was determined by differential leveling
 JD0491.and adjusted by the National Geodetic Survey in June 1991..
 JD0491
 JD0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0491
 JD0491.The geoid height was determined by GEOID03.
 JD0491
 JD0491.The dynamic height is computed by dividing the NAVD 88
 JD0491.geopotential number by the normal gravity value computed on the
 JD0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0491.degrees latitude (g = 980.6199 gals.).
 JD0491
 JD0491.The modeled gravity was interpolated from observed gravity values.
 JD0491
 JD0491;                    North         East     Units Scale Factor Converg.
 JD0491;SPC MO C     -   344,549.146   460,452.789   MT  0.99995258   -0 17 12.0
 JD0491;UTM  15      - 4,309,799.239   503,800.235   MT  0.99960018   +0 01 39.2
 JD0491
 JD0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0491!SPC MO C     -   0.99996801  x   0.99995258  =   0.99992059
 JD0491!UTM  15      -   0.99996801  x   0.99960018  =   0.99956820
 JD0491
 JD0491:                Primary Azimuth Mark                     Grid Az
 JD0491:SPC MO C     -  BOONVILLE HARLEY PARK MUN TANK           077 22 22.0
 JD0491:UTM  15      -  BOONVILLE HARLEY PARK MUN TANK           077 03 30.8
 JD0491
 JD0491|---------------------------------------------------------------------|
 JD0491| PID    Reference Object                     Distance      Geod. Az  |
 JD0491|                                                           dddmmss.s |
 JD0491| JD2638 BOONVILLE HARLEY PARK MUN TANK      APPROX.17.5 KM 0770510.0 |
 JD0491| JD2636 BOONVILLE PE PIPELINE CO MAST       APPROX.16.4 KM 0801509.9 |
 JD0491| JD2605 BOONVILLE MUNICIPAL TANK            APPROX.18.8 KM 0810454.5 |
 JD0491| JD0492 BLACK RM 1                           13.592 METERS 09621     |
 JD0491| JD2634 ST MARTINS CATHOLIC CH STEEPLE      APPROX. 8.5 KM 1075928.6 |
 JD0491| JD0490 BLACK RM 2                           11.691 METERS 23422     |
 JD0491| JD0489 BLACK AZ MK RESET                                  2562332.2 |
 JD0491| CN5697 BLACK AZ MK                                        2564842.4 |
 JD0491|---------------------------------------------------------------------|
 JD0491
 JD0491                          SUPERSEDED SURVEY CONTROL
 JD0491
 JD0491  NAD 83(1986)-  38 56 13.62584(N)    092 57 22.15026(W) AD(       ) 2
 JD0491  NAD 27      -  38 56 13.55442(N)    092 57 21.45781(W) AD(       ) 2
 JD0491  NGVD 29 (??/??/92)  236.487  (m)          775.87   (f) ADJ UNCH    2 0
 JD0491
 JD0491.Superseded values are not recommended for survey control.
 JD0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0491.See file dsdata.txt to determine how the superseded data were derived.
 JD0491
 JD0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0380009799(NAD 83)
 JD0491_MARKER: DS = TRIANGULATION STATION DISK
 JD0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0491_STAMPING: BLACK 1949
 JD0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0491+STABILITY: SURFACE MOTION
 JD0491
 JD0491  HISTORY     - Date     Condition        Report By
 JD0491  HISTORY     - 1949     MONUMENTED       CGS
 JD0491  HISTORY     - 1962     GOOD             CGS
 JD0491  HISTORY     - 1962     GOOD             CGS
 JD0491  HISTORY     - 1962     GOOD             NGS
 JD0491
 JD0491                          STATION DESCRIPTION
 JD0491
 JD0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD0491'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 40 ON
 JD0491'A HIGH CUT BANK, ABOUT 0.65 MILE WEST OF THE BRIDGE OVER THE
 JD0491'LAMINE RIVER.  IT IS 22 FEET NORTH OF THE NORTH EDGE OF THE CUT
 JD0491'BANK, 42 FEET SOUTH OF A ROW OF CEDAR TREES AND ABOUT 0.1 MILE
 JD0491'EAST OF A GARAGE.  THE MARK IS STAMPED BLACK 1949 AND PROJECTS
 JD0491'ABOUT 2 INCHES.
 JD0491'
 JD0491'REFERENCE MARK NO. 1 IS 7 FEET NORTH OF THE NORTH EDGE OF THE CUT
 JD0491'BANK.  THE MARK IS STAMPED BLACK NO 1 1949 AND PROJECTS ABOUT 2
 JD0491'INCHES.
 JD0491'
 JD0491'REFERENCE MARK NO. 2 IS 4 FEET NORTH OF THE NORTH EDGE OF THE CUT
 JD0491'BANK.  THE MARK IS STAMPED BLACK NO 2 1949 AND PROJECTS ABOUT 2
 JD0491'INCHES.
 JD0491'
 JD0491'AZIMUTH MARK IS 38 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 JD0491'40, 28 FEET NORTH OF A FENCE LINE, AND 2 FEET SOUTH SOUTHEAST OF
 JD0491'A WHITE WITNESS POST.  THE MARK IS STAMPED BLACK 1949 AND PROJECTS
 JD0491'ABOUT 2 INCHES.
 JD0491'
 JD0491'TO REACH THE STATION FROM THE STOP LIGHT IN BOONVILLE, GO SOUTH
 JD0491'AND WEST ON U.S. HIGHWAY 40 FOR 8.2 MILE TO THE JUNCTION OF STATE
 JD0491'HIGHWAY 41, CONTINUE ON U.S. HIGHWAY 40 FOR 4.4 MILES TO THE BRIDGE
 JD0491'OVER THE LAMINE RIVER, CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO
 JD0491'DRIVEWAY ON THE RIGHT, (TO REACH AZIMUTH MARK FROM THIS POINT
 JD0491'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO AZIMUTH MARK ON LEFT AS
 JD0491'DESCRIBED.), TURN SHARP RIGHT AND ALONG RIGHT-OF-WAY OF HIGHWAY
 JD0491'FOR 0.1 MILE TO STATION.
 JD0491'
 JD0491'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD0491
 JD0491                          STATION RECOVERY (1962)
 JD0491
 JD0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DJF)
 JD0491'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 JD0491'AND FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK HAD
 JD0491'BEEN DESTROYED BY NEW HIGHWAY CONSTRUCTION AND A NEW AZIMUTH MARK
 JD0491'WAS ESTABLISHED THIS DATE BY THE KANSAS CITY OFFICE.  A COMPLETE
 JD0491'DESCRIPTION FOLLOWS.
 JD0491'
 JD0491'STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF PILOT GROVE, 3.0
 JD0491'MILES SOUTHEAST OF BLACKWATER, 0.65 MILE WEST OF THE BRIDGE OVER
 JD0491'THE LAMINE RIVER ON U.S. HIGHWAY 40, (INTERSTATE HIGHWAY 70) IN
 JD0491'THE SOUTHWEST 1/4 OF SECTION 8, T 50 N, R 19 W.  IT IS ON THE
 JD0491'SUMMIT OF A HIGH CUTBANK ON THE NORTH SIDE OF U.S. HIGHWAY 40.
 JD0491'
 JD0491'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE K AND U.S.
 JD0491'HIGHWAY 40 (3.0 MILES SOUTH OF BLACKWATER), GO EAST ON U.S.
 JD0491'HIGHWAY 40 FOR 1.9 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 JD0491'CONTINUE EAST ON U.S. HIGHWAY 40 FOR 0.2 MILES TO A SIDE ROAD TO
 JD0491'THE LEFT, TURN LEFT, NORTH, ACROSS A GRADER DITCH THEN RIGHT,
 JD0491'EAST ALONG THE ROAD RIGHT-OF-WAY FOR 0.1 MILE TO THE SUMMIT OF
 JD0491'THE CUTBANK AND THE STATION AS DESCRIBED.
 JD0491'
 JD0491'STATION IS 56.0 FEET SOUTH OF A FENCE LINE AND A ROW OF CEDAR
 JD0491'TREES, 22.0 FEET NORTH OF THE NORTH EDGE OF A CUTBANK AND 1.0
 JD0491'FOOT SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 JD0491'CEMENTED IN THE TOP OF A SQUARE CONCRETE POST.  IT IS STAMPED-
 JD0491'BLACK 1949 AND PROJECTS 2 INCHES.
 JD0491'
 JD0491'RM 1 IS 70.0 FEET SOUTH OF A FENCE LINE AND 7.0 FEET NORTH OF THE
 JD0491'NORTH EDGE OF A CUTBANK.  IT IS A STANDARD DISK CEMENTED IN THE
 JD0491'TOP OF A SQUARE CONCRETE POST.  IT IS STAMPED- BLACK NO 1 1949
 JD0491'AND PROJECTS 4 INCHES.
 JD0491'
 JD0491'RM 2 IS 74.2 FEET SOUTH OF A FENCE LINE AND 4.0 FEET NORTH OF THE
 JD0491'NORTH EDGE OF A CUTBANK.  IT IS A STANDARD DISK CEMENTED IN THE
 JD0491'TOP OF A SQUARE CONCRETE POST.  IT IS STAMPED- BLACK NO 2 1949
 JD0491'AND PROJECTS 4 INCHES.
 JD0491'
 JD0491'AZIMUTH MARK IS 71-1/2 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 JD0491'40, 1.0 FOOT NORTH OF A FENCE LINE AND 1.0 FOOT WEST OF A METAL
 JD0491'WITNESS POST.  IT IS A STANDARD DISK CEMENTED IN THE TOP OF A
 JD0491'CONCRETE CYLINDER.  IT IS STAMPED- BLACK 1949 RESET 1962 AND
 JD0491'PROJECTS 4 INCHES.
 JD0491
 JD0491                          STATION RECOVERY (1962)
 JD0491
 JD0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 JD0491'STATION WAS RECOVERED AS DESCRIBED AND ALL MARK WERE FOUND IN
 JD0491'GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS GRADED OUT.  THE
 JD0491'AZIMUTH MARK WAS RESET AND A SHORT DESCRIPTION FOR THE AZIMUTH
 JD0491'MARK.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 JD0491'
 JD0491'AZIMUTH MARK (RESET) IS 0.25 MILE WEST OF THE STATION, 72 FEET
 JD0491'SOUTH OF THE CENTER OF OLD U.S. HGIHWAY 40, 61 FEET SOUTH OF THE
 JD0491'SOUTH EDGE OF PAVEMENT OF U.S. HIGHWAY 40, 6 FEET SOUTH-SOUTHEAST
 JD0491'OF A 14-INCH ASH TREE, AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 JD0491'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BLACK
 JD0491'1949 RESET 1962.  THIS MARK IS DESCRIBED BY NOTE 16A.
 JD0491'
 JD0491'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG OLD
 JD0491'U.S. HIGHWAY 40 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT OR
 JD0491'SOUTH SIDE OF THE HIGHWAY AS DESCRIBED.
 JD0491
 JD0491                          STATION RECOVERY (1962)
 JD0491
 JD0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0491'13.8 MI W FROM BOONVILLE.
 JD0491'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 JD0491'FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST ALONG STATE
 JD0491'HIGHWAY 41, THENCE 3.2 MILES WEST ALONG U.S. HIGHWAY 40 AND
 JD0491'INTERSTATE HIGHWAY 70, THENCE 2.2 MILES WEST ALONG OLD U.S.
 JD0491'HIGHWAY 40, AT THE CREST OF A HILL AND ON THE NORTH EMBANKMENT OF
 JD0491'A HIGHWAY CUT, 44.0 FEET NORTHWEST OF R.M. 1, 38.0 FEET NORTHEAST
 JD0491'OF R.M. 2, ABOUT 75 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 JD0491'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0970 ***********************************************************************
 HC0970  DESIGNATION -  BLACK
 HC0970  PID         -  HC0970
 HC0970  STATE/COUNTY-  MO/WAYNE
 HC0970  USGS QUAD   -  GREENVILLE SW (1966)
 HC0970
 HC0970                         *CURRENT SURVEY CONTROL
 HC0970  ___________________________________________________________________
 HC0970* NAD 83(1997)-  37 03 06.19621(N)    090 28 50.82163(W)     ADJUSTED  
 HC0970* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 HC0970  ___________________________________________________________________
 HC0970  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 HC0970  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HC0970
 HC0970  HORZ ORDER  -  THIRD
 HC0970
 HC0970.The horizontal coordinates were established by classical geodetic methods
 HC0970.and adjusted by the National Geodetic Survey in February 2000..
 HC0970
 HC0970.The orthometric height was scaled from a topographic map.
 HC0970
 HC0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0970
 HC0970.The geoid height was determined by GEOID03.
 HC0970
 HC0970;                    North         East     Units Scale Factor Converg.
 HC0970;SPC MO E     -   135,192.292   251,709.194   MT  0.99993337   +0 00 41.7
 HC0970;UTM  15      - 4,103,578.506   724,017.988   MT  1.00021826   +1 31 06.8
 HC0970
 HC0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0970!SPC MO E     -   0.99997245  x   0.99993337  =   0.99990582
 HC0970!UTM  15      -   0.99997245  x   1.00021826  =   1.00019070
 HC0970
 HC0970|---------------------------------------------------------------------|
 HC0970| PID    Reference Object                     Distance      Geod. Az  |
 HC0970|                                                           dddmmss.s |
 HC0970| CI3017 BLACK RM 1                           25.211 METERS 00839     |
 HC0970| HC0968 LOST                                APPROX. 9.2 KM 0740945.0 |
 HC0970| CI3018 BLACK RM 2                           19.196 METERS 11801     |
 HC0970| CI3019 BLACK RM 3                                         1621746.2 |
 HC0970|---------------------------------------------------------------------|
 HC0970
 HC0970                          SUPERSEDED SURVEY CONTROL
 HC0970
 HC0970  NAD 83(1997)-  37 03 06.20207(N)    090 28 50.82279(W) AD(       ) 3
 HC0970  NAD 83(1986)-  37 03 06.20766(N)    090 28 50.82186(W) AD(       ) 3
 HC0970  NAD 27      -  37 03 06.02290(N)    090 28 50.40840(W) AD(       ) 3
 HC0970
 HC0970.Superseded values are not recommended for survey control.
 HC0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0970.See file dsdata.txt to determine how the superseded data were derived.
 HC0970
 HC0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2401803579(NAD 83)
 HC0970_MARKER: DS = TRIANGULATION STATION DISK
 HC0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0970_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0970+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 HC0970
 HC0970  HISTORY     - Date     Condition        Report By
 HC0970  HISTORY     - 1963     MONUMENTED       CGS
 HC0970  HISTORY     - 20020904 GOOD             USACE
 HC0970
 HC0970                          STATION DESCRIPTION
 HC0970
 HC0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0970'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF GREENVILLE,
 HC0970'7 MILES NORTHEAST OF WILLIAMSVILLE, IN THE SOUTHWEST 1/4 OF
 HC0970'SECTION 35, T 26 N, R 5 E. AND ON THE HIGHWAY RIGHT-OF-WAY.
 HC0970'IT IS 5 FEET WEST OF A WITNESS POST, 22 FEET SOUTH OF AN 8
 HC0970'INCH OAK TREE WITH A TRIANGULAR BLAZE ON ITS SOUTH SIDE,
 HC0970'102 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 67 AND 143
 HC0970'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 HC0970'PROJECTS 1 INCH AND THE DISK IS STAMPED BLACK 1963.
 HC0970'
 HC0970'TO REACH FROM THE CAUTION LIGHT IN GREENVILLE, GO SOUTHERLY
 HC0970'ON U.S. HIGHWAY 67 FOR 4.45 MILES TO A SIDE ROAD RIGHT (COUNTY
 HC0970'ROAD A).  CONTINUE SOUTH ON HIGHWAY 67 FOR 2.05 MILES TO THE
 HC0970'STATION ON A HIGH ROAD BANK ON THE LEFT JUST BEFORE REACHING
 HC0970'A CROSSROAD.
 HC0970'
 HC0970'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON
 HC0970'U.S. HIGHWAY 67 FOR 0.1 MILE TO THE MARK ON THE RIGHT ON
 HC0970'THE HIGHWAY RIGHT-OF-WAY.
 HC0970'
 HC0970'REFERENCE MARK 1 IS 12 FEET NORTH OF A 14 INCH PINE TREE
 HC0970'AND 16 FEET SOUTH OF A 12 INCH PINE TREE.  THE MONUMENT
 HC0970'PROJECTS 6 INCHES AND THE DISK IS STAMPED BLACK NO 1 1963.
 HC0970'
 HC0970'REFERENCE MARK 2 IS 4 FEET NORTH OF A 12 INCH OAK TREE, 59
 HC0970'FEET EAST OF A CUTBANK AND 67 FEET NORTH OF THE CENTERLINE
 HC0970'OF A GRAVELED ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE
 HC0970'DISK IS STAMPED BLACK NO 2 1963.
 HC0970'
 HC0970'REFERENCE MARK 3 IS 2 FEET EAST OF A WITNESS POST, 50 FEET
 HC0970'WEST OF THE CENTERLINE OF U.S. HIGHWAY 67 AND 250 FEET SOUTHWEST
 HC0970'OF THE INTERSECTION OF U.S. HIGHWAY 67 AND COUNTY ROAD HH.
 HC0970'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BLACK
 HC0970'NO 3 1963.
 HC0970'
 HC0970'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC0970
 HC0970                          STATION RECOVERY (2002)
 HC0970
 HC0970'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0489 ***********************************************************************
 JD0489  DESIGNATION -  BLACK AZ MK RESET
 JD0489  PID         -  JD0489
 JD0489  STATE/COUNTY-  MO/COOPER
 JD0489  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0489
 JD0489                         *CURRENT SURVEY CONTROL
 JD0489  ___________________________________________________________________
 JD0489* NAD 83(1986)-  38 56 10.     (N)    092 57 37.     (W)     SCALED    
 JD0489* NAVD 88     -       235.930  (meters)     774.05   (feet)  ADJUSTED  
 JD0489  ___________________________________________________________________
 JD0489  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0489  DYNAMIC HT  -         235.780 (meters)     773.55  (feet)  COMP
 JD0489  MODELED GRAV-     979,986.1   (mgal)                       NAVD 88
 JD0489
 JD0489  VERT ORDER  -  SECOND    CLASS 0
 JD0489
 JD0489.The horizontal coordinates were scaled from a topographic map and have
 JD0489.an estimated accuracy of +/- 6 seconds.
 JD0489
 JD0489.The orthometric height was determined by differential leveling
 JD0489.and adjusted by the National Geodetic Survey in June 1991..
 JD0489
 JD0489.The geoid height was determined by GEOID03.
 JD0489
 JD0489.The dynamic height is computed by dividing the NAVD 88
 JD0489.geopotential number by the normal gravity value computed on the
 JD0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0489.degrees latitude (g = 980.6199 gals.).
 JD0489
 JD0489.The modeled gravity was interpolated from observed gravity values.
 JD0489
 JD0489;                    North         East    Units  Estimated Accuracy
 JD0489;SPC MO C     -   344,440.      460,100.      MT  (+/- 180 meters Scaled)
 JD0489
 JD0489                          SUPERSEDED SURVEY CONTROL
 JD0489
 JD0489  NGVD 29 (??/??/92)  235.856  (m)          773.80   (f) ADJ UNCH    2 0
 JD0489
 JD0489.Superseded values are not recommended for survey control.
 JD0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0489.See file dsdata.txt to determine how the superseded data were derived.
 JD0489
 JD0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD034096(NAD 83)
 JD0489_MARKER: DZ = AZIMUTH MARK DISK
 JD0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0489_STAMPING: BLACK 1949 RESET 1962
 JD0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0489+STABILITY: SURFACE MOTION
 JD0489
 JD0489  HISTORY     - Date     Condition        Report By
 JD0489  HISTORY     - 1962     MONUMENTED       CGS
 JD0489
 JD0489                          STATION DESCRIPTION
 JD0489
 JD0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0489'14.1 MI W FROM BOONVILLE.
 JD0489'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0489'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST
 JD0489'ALONG STATE HIGHWAY 41, THENCE 3.2 MILES WEST ALONG U.S. HIGHWAY
 JD0489'40 AND INTERSTATE HIGHWAY 70, THENCE 2.5 MILES WEST ALONG OLD
 JD0489'U.S. HIGHWAY 40, 72 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JD0489'94 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE,
 JD0489'1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 JD0489'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD0489'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0750 ***********************************************************************
 HC0750  DESIGNATION -  BLACK LOOKOUT TOWER
 HC0750  PID         -  HC0750
 HC0750  STATE/COUNTY-  MO/REYNOLDS
 HC0750  USGS QUAD   -  OATES (1981)
 HC0750
 HC0750                         *CURRENT SURVEY CONTROL
 HC0750  ___________________________________________________________________
 HC0750* NAD 83(1997)-  37 30 17.56840(N)    091 00 35.65486(W)     ADJUSTED  
 HC0750* NAVD 88     -                                                        
 HC0750  ___________________________________________________________________
 HC0750  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 HC0750  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 HC0750
 HC0750  HORZ ORDER  -  THIRD
 HC0750
 HC0750.The horizontal coordinates were established by classical geodetic methods
 HC0750.and adjusted by the National Geodetic Survey in February 2000..
 HC0750
 HC0750
 HC0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0750
 HC0750.The geoid height was determined by GEOID03.
 HC0750
 HC0750;                    North         East     Units Scale Factor Converg.
 HC0750;SPC MO E     -   185,603.782   204,917.286   MT  0.99995836   -0 18 37.6
 HC0750;UTM  15      - 4,152,743.077   675,902.511   MT  0.99998114   +1 12 43.0
 HC0750
 HC0750                          SUPERSEDED SURVEY CONTROL
 HC0750
 HC0750  NAD 83(1986)-  37 30 17.58178(N)    091 00 35.65429(W) AD(       ) 4
 HC0750  NAD 27      -  37 30 17.40100(N)    091 00 35.18300(W) AD(       ) 3
 HC0750
 HC0750.Superseded values are not recommended for survey control.
 HC0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0750.See file dsdata.txt to determine how the superseded data were derived.
 HC0750
 HC0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB7590352743(NAD 83)
 HC0750_MARKER: 57 = LOOKOUT TOWER
 HC0750
 HC0750  HISTORY     - Date     Condition        Report By
 HC0750  HISTORY     - 1939     FIRST OBSERVED   CGS
 HC0750  HISTORY     - 1965     GOOD             USGS
 HC0750
 HC0750                          STATION DESCRIPTION
 HC0750
 HC0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0750'A U.S. FORESTRY SERVICE LOOKOUT TOWER LOCATED ABOUT 4 MILES
 HC0750'WEST-NORTHWEST OF CENTERVILLE, IN THE CLARK NATIONAL FOREST.  THE
 HC0750'TOWER IS A FOUR-LEGGED STEEL STRUCTURE WITH A GLASS-ENCLOSED
 HC0750'LOOKOUT ROOM ON TOP.  IT IS ABOUT 130 FEET HIGH AND IS ON THE
 HC0750'HIGHEST PART OF THE KNOLL, BUT THERE ARE SLIGHTLY HIGHER KNOLLS
 HC0750'IN THE IMMEDIATE VICINITY.  IT IS 94 FEET NORTH OF THE CENTER OF
 HC0750'THE GRAVEL ROAD AND 59 FEET SOUTHWEST OF THE WEST CORNER OF THE
 HC0750'RANGERS HOME.  THE FINIAL ON TOP WAS OBSERVED UPON FROM
 HC0750'TRIANGULATION STATIONS MOSES, CENTERVILLE, AND BUICK.
 HC0750'
 HC0750'TO REACH THE TOWER FROM CENTERVILLE, GO NORTH FROM THE SQUARE
 HC0750'ON STATE HIGHWAY NO. 21 FOR 2.5 MILES TO THE WEST END OF A HIGHWAY
 HC0750'OUT, THEN LEFT UP THE HILL AND FOLLOW THE MAIN GRAVEL ROAD NORTH
 HC0750'AND WEST FOR 1.3 MILES TO THE CIVILIAN CONSERVATION CORPS CAMP,
 HC0750'CONTINUE ON THE MAIN GRAVEL ROAD ALONG THE RIDGE TO THE NORTHWEST
 HC0750'AND DRIVE 5.5 MILES, THEN TAKE THE MAIN RIGHT FORK AND DRIVE
 HC0750'0.5 MILE TO THE TOWER.
 HC0750
 HC0750                          STATION RECOVERY (1965)
 HC0750
 HC0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HC0750'THE TOWER HAS BEEN REMOVED FROM THE SITE.  THE REMAINS OF THE
 HC0750'FOUNDATION PIERS ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0987 ***********************************************************************
 HC0987  DESIGNATION -  BLACK MOUNTAIN
 HC0987  PID         -  HC0987
 HC0987  STATE/COUNTY-  MO/MADISON
 HC0987  USGS QUAD   -  ROCK PILE MOUNTAIN (1980)
 HC0987
 HC0987                         *CURRENT SURVEY CONTROL
 HC0987  ___________________________________________________________________
 HC0987* NAD 83(1997)-  37 28 08.90746(N)    090 29 45.71009(W)     ADJUSTED  
 HC0987* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 HC0987  ___________________________________________________________________
 HC0987  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 HC0987  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HC0987
 HC0987  HORZ ORDER  -  FIRST
 HC0987
 HC0987.The horizontal coordinates were established by classical geodetic methods
 HC0987.and adjusted by the National Geodetic Survey in February 2000..
 HC0987
 HC0987.The orthometric height was scaled from a topographic map.
 HC0987
 HC0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0987
 HC0987.The geoid height was determined by GEOID03.
 HC0987
 HC0987;                    North         East     Units Scale Factor Converg.
 HC0987;SPC MO E     -   181,515.343   250,351.119   MT  0.99993333   +0 00 08.7
 HC0987;UTM  15      - 4,149,862.348   721,435.582   MT  1.00020403   +1 31 25.9
 HC0987
 HC0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0987!SPC MO E     -   0.99993254  x   0.99993333  =   0.99986588
 HC0987!UTM  15      -   0.99993254  x   1.00020403  =   1.00013656
 HC0987
 HC0987|---------------------------------------------------------------------|
 HC0987| PID    Reference Object                     Distance      Geod. Az  |
 HC0987|                                                           dddmmss.s |
 HC0987| CI3020 BLACK MOUNTAIN RM 1                  19.410 METERS 03048     |
 HC0987| HC0927 FREDERICKTOWN TALL BRICK STACK      APPROX.21.3 KM 0651649.7 |
 HC0987| HC0984 FARO FIRE TOWER                     APPROX. 8.1 KM 0942703.0 |
 HC0987| CI3021 BLACK MOUNTAIN RM 2                  31.041 METERS 31017     |
 HC0987|---------------------------------------------------------------------|
 HC0987
 HC0987                          SUPERSEDED SURVEY CONTROL
 HC0987
 HC0987  NAD 83(1997)-  37 28 08.91561(N)    090 29 45.71004(W) AD(       ) 1
 HC0987  NAD 83(1986)-  37 28 08.92003(N)    090 29 45.70844(W) AD(       ) 1
 HC0987  NAD 27      -  37 28 08.72900(N)    090 29 45.28180(W) AD(       ) 1
 HC0987
 HC0987.Superseded values are not recommended for survey control.
 HC0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0987.See file dsdata.txt to determine how the superseded data were derived.
 HC0987
 HC0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2143649862(NAD 83)
 HC0987_MARKER: DS = TRIANGULATION STATION DISK
 HC0987_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HC0987
 HC0987  HISTORY     - Date     Condition        Report By
 HC0987  HISTORY     - 1938     MONUMENTED       CGS
 HC0987  HISTORY     - 1963     GOOD             CGS
 HC0987  HISTORY     - 19751120 GOOD             USGS
 HC0987
 HC0987                          STATION DESCRIPTION
 HC0987
 HC0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0987'STATION IS ON HIGHEST POINT ON BLACK MOUNTAIN, NORTHEAST
 HC0987'QUARTER SEC. 9, T. 32 N., R. 5 E., APPROXIMATELY 1 MILE
 HC0987'WEST OF ST. FRANCIS RIVER AND 12 MILES SOUTHWEST OF FREDERICKTOWN.
 HC0987'IT IS THE HIGHEST MOUNTAIN IN THE VICINITY.  THE STATION IS
 HC0987'24-1/2 FEET NORTHWEST OF 18-INCH BLACK OAK WITH TRIANGULAR
 HC0987'BLAZE ON SIDE FACING THE STATION, AND A NOTCH ON THE OTHER
 HC0987'SIDE, 12 FEET SOUTH-SOUTHEAST OF WHITE OAK, 12-INCHES IN
 HC0987'DIAMETER, WITH BLAZES AND FOREST SERVICE POSTER THAT FACES
 HC0987'STATION.  STATION MARK IS A STANDARD DISK SET IN A
 HC0987'TEN-INCH SQUARE BOULDER.
 HC0987'
 HC0987'TO REACH FROM FREDERICKTOWN- FROM COURTHOUSE DRIVE SOUTH
 HC0987'ON PAVED U.S. HIGHWAY 67 FOR 3.0 MILES TO ROAD RIGHT (WEST)
 HC0987'AND SIGN CREEK NATION 4 MILES, TURN RIGHT AND DRIVE 0.2
 HC0987'MILE TO A FORK, TAKE RIGHT FORK (MAIN TRAVELED ROAD) AND
 HC0987'DRIVE 5.3 MILES WESTERLY TO FORK, TAKE RIGHT FORK (MAIN
 HC0987'TRAVELED ROAD) AND DRIVE SOUTHWEST 3.4 MILES TO LARGE TRUSS
 HC0987'BRIDGE OVER ST. FRANCIS RIVER (CROSSING SEVERAL WASHES EN
 HC0987'ROUTE), CROSS BRIDGE AND DRIVE 2.2 MILES ALONG MAIN TRAVELED
 HC0987'ROAD THAT RUNS SOUTHERLY AFTER FIRST 0.4 MILE TO DIM TRACK
 HC0987'ROAD RIGHT, 0.3 MILE BEYOND AN ABANDONED SAWMILL SITE.  THIS
 HC0987'POINT IS END OF TRUCK TRAVEL, BUT STEEL-HAULING TRUCKS HAVE
 HC0987'REACHED THE STATION UNDER DIFFICULTIES.  A MULE TEAM AND
 HC0987'WAGON MAY BE OBTAINED AT FARM 1-1/2 MILES BEFORE END OF
 HC0987'TRUCK TRAVEL.  PACK ABOUT 5/8 MILE SOUTHWESTERLY UPHILL
 HC0987'ALONG DIM TRAIL ROAD TO CABIN ON FLAT GROUND, PASS CABIN
 HC0987'SOUTHERLY ABOUT 100 YARDS AND TAKE DIMMER TRAIL ROAD WEST 1/4
 HC0987'MILE UPHILL TO TOP OF RIDGE ABOUT 1/2 MILE, THEN PACK
 HC0987'SOUTHWESTERLY ALONG RIDGE TO HIGHEST POINT ABOUT 1
 HC0987'MILE.  IT IS A 1-HOUR PACK.
 HC0987'
 HC0987'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 HC0987'IN CONCRETE.
 HC0987'
 HC0987'REFERENCE MARK NO. 1 IS LOCATED 63.70 FEET NORTH-NORTHEAST
 HC0987'OF STATION SET IN ROCK OUTCROP AND IS SAME ELEVATION
 HC0987'AS STATION.  MARK IS STAMPED BLACK MTN NO. 1 1938.
 HC0987'
 HC0987'REFERENCE MARK NO. 2 IS LOCATED 101.90 FEET WEST-NORTHWEST
 HC0987'OF STATION SET IN ROCK OUTCROP, 6 FEET NORTH-NORTHWEST OF
 HC0987'8-INCH BLACK OAK TREE SAME ELEVATION AS STATION.
 HC0987'MARK IS STAMPED BLACK MTN NO. 2 1938.
 HC0987'
 HC0987'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 110.88 FEET.
 HC0987'
 HC0987'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HC0987
 HC0987                          STATION RECOVERY (1963)
 HC0987
 HC0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0987'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HC0987'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 HC0987'MARKS CHECKED.
 HC0987'
 HC0987'A NEW DESCRIPTION FOLLOWS.
 HC0987'
 HC0987'THE STATION IS ON THE HIGHEST POINT OF BLACK MOUNTAIN, ABOUT
 HC0987'1 MILE WEST OF ST. FRANCIS RIVER, ABOUT 12 MILES SOUTHWEST
 HC0987'OF FREDERICKTOWN, IN THE NORTHEAST 1/4 OF SEC. 9, T. 32 N.,
 HC0987'R. 5 E., AND ON THE PROPERTY OF THE CLARK NATIONAL FOREST.
 HC0987'IT IS A STANDARD DISK STAMPED BLACK MTN 1938, CEMENTED IN
 HC0987'A DRILLED HOLE IN A 10 INCH SQUARE BOULDER THAT PROJECTS
 HC0987'1 INCH.  IT IS 73 FEET SOUTHWEST OF A 4 INCH CEDAR TREE,
 HC0987'55 FEET NORTHEAST OF A 16 INCH OAK TREE, 41 FEET SOUTHWEST
 HC0987'OF A 12 INCH OAK TREE, AND 14 FEET SOUTHEAST OF A 14 INCH
 HC0987'OAK TREE WITH A BLAZE ON THE SOUTHEAST SIDE.
 HC0987'
 HC0987'TO REACH FROM THE POST OFFICE IN FREDERICKTOWN, GO SOUTH ON
 HC0987'U.S. HIGHWAY 67 FOR 1.85 MILES TO THE JUNCTION WITH COUNTY
 HC0987'ROAD T.  TURN RIGHT AND GO SOUTHWEST ON COUNTY ROAD T FOR
 HC0987'2.8 MILES TO THE JUNCTION WITH COUNTY ROAD KK.  CONTINUE
 HC0987'SOUTHWEST ON COUNTY ROAD T FOR 6.6 MILES TO THE CENTER OF
 HC0987'AN IRON BRIDGE OVER ST. FRANCIS RIVER.  CONTINUE SOUTHERLY
 HC0987'ON COUNTY ROAD E (GRAVELED ROAD) FOR 4.95 MILES TO A SIDE
 HC0987'ROAD LEFT.  CONTINUE WEST ON COUNTY ROAD E FOR 0.6 MILE TO A
 HC0987'DIM WOODS ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE WOODS
 HC0987'ROAD FOR 0.05 MILE TO A SMALL CREEK.  CONTINUE WESTERLY ON
 HC0987'THE WOODS ROAD FOR 0.1 MILE TO AN OLD SAW MILL ON THE RIGHT
 HC0987'AT A Y-FORK.  CONTINUE WESTERLY ON A WOODS ROAD PASSING
 HC0987'ALONG THE EAST AND NORTH SIDES OF A WIRE FENCE FOR 0.3 MILE TO A
 HC0987'DIM WOODS ROAD RIGHT AND A BLAZED 12 INCH OAK TREE ON THE
 HC0987'RIGHT.  TURN RIGHT AND GO NORTH ON THE DIM WOODS ROAD FOR
 HC0987'0.15 MILE TO A Y-FORK AND SEVERAL BLAZED TREES ON THE
 HC0987'LEFT.  TAKE THE LEFT FORK AND GO NORTHERLY ON THE WOODS ROAD
 HC0987'FOR 0.3 MILE TO A WIRE FENCE AT THE TOP OF A STEEP GRADE.
 HC0987'CONTINUE NORTHERLY ON THE WOODS ROAD FOR 0.8 MILE TO THE
 HC0987'TOP OF THE MOUNTAIN AND THE STATION.
 HC0987'
 HC0987'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLACK MTN 1938
 HC0987'NO 1, CEMENTED IN A DRILLED HOLE IN OUTCROPPING BED ROCK
 HC0987'THAT PROJECTS 18 INCHES.  IT IS 58 FEET NORTHEAST OF THE
 HC0987'14 INCH BLAZED OAK TREE, 53 FEET NORTHWEST OF THE 12 INCH OAK
 HC0987'TREE, AND 22 FEET WEST OF THE 4 INCH CEDAR TREE.
 HC0987'
 HC0987'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLACK MTN 1938
 HC0987'NO 2, CEMENTED IN A DRILLED HOLE IN OUTCROPPING BED ROCK
 HC0987'THAT PROJECTS 4 FEET.  IT IS 18 FEET EAST OF A 24 INCH OAK
 HC0987'TREE, 133 FEET SOUTHWEST OF THE 4 INCH CEDAR TREE, AND 8
 HC0987'FEET NORTHWEST OF AN 8 INCH PINE TREE.
 HC0987
 HC0987                          STATION RECOVERY (1975)
 HC0987
 HC0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (DWB)
 HC0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0492 ***********************************************************************
 JD0492  DESIGNATION -  BLACK RM 1
 JD0492  PID         -  JD0492
 JD0492  STATE/COUNTY-  MO/COOPER
 JD0492  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0492
 JD0492                         *CURRENT SURVEY CONTROL
 JD0492  ___________________________________________________________________
 JD0492* NAD 83(1986)-  38 56 13.     (N)    092 57 22.     (W)     SCALED    
 JD0492* NAVD 88     -       236.363  (meters)     775.47   (feet)  ADJUSTED  
 JD0492  ___________________________________________________________________
 JD0492  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0492  DYNAMIC HT  -         236.213 (meters)     774.98  (feet)  COMP
 JD0492  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JD0492
 JD0492  VERT ORDER  -  SECOND    CLASS 0
 JD0492
 JD0492.The horizontal coordinates were scaled from a topographic map and have
 JD0492.an estimated accuracy of +/- 6 seconds.
 JD0492
 JD0492.The orthometric height was determined by differential leveling
 JD0492.and adjusted by the National Geodetic Survey in June 1991..
 JD0492
 JD0492.The geoid height was determined by GEOID03.
 JD0492
 JD0492.The dynamic height is computed by dividing the NAVD 88
 JD0492.geopotential number by the normal gravity value computed on the
 JD0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0492.degrees latitude (g = 980.6199 gals.).
 JD0492
 JD0492.The modeled gravity was interpolated from observed gravity values.
 JD0492
 JD0492;                    North         East    Units  Estimated Accuracy
 JD0492;SPC MO C     -   344,530.      460,460.      MT  (+/- 180 meters Scaled)
 JD0492
 JD0492                          SUPERSEDED SURVEY CONTROL
 JD0492
 JD0492  NGVD 29 (??/??/92)  236.290  (m)          775.23   (f) ADJ UNCH    2 0
 JD0492
 JD0492.Superseded values are not recommended for survey control.
 JD0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0492.See file dsdata.txt to determine how the superseded data were derived.
 JD0492
 JD0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD038097(NAD 83)
 JD0492_MARKER: DR = REFERENCE MARK DISK
 JD0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0492_STAMPING: BLACK NO 1 1949
 JD0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0492+STABILITY: SURFACE MOTION
 JD0492
 JD0492  HISTORY     - Date     Condition        Report By
 JD0492  HISTORY     - 1949     MONUMENTED       CGS
 JD0492  HISTORY     - 1962     GOOD             NGS
 JD0492
 JD0492                          STATION DESCRIPTION
 JD0492
 JD0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0492'13.8 MI W FROM BOONVILLE.
 JD0492'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 JD0492'FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST ALONG
 JD0492'STATE HIGHWAY 41, THENCE 3.2 MILES WEST ALONG U.S. HIGHWAY 40
 JD0492'AND INTERSTATE HIGHWAY 70, THENCE 2.2 MILES WEST ALONG OLD U.S.
 JD0492'HIGHWAY 40, AT THE CREST OF A HILL AND ON THE NORTH EMBANKMENT OF
 JD0492'A HIGHWAY CUT, 77.5 FEET EAST OF R.M. 2, 44.0 FEET SOUTHEAST
 JD0492'OF THE STATION MARK, ABOUT 75 FEET ABOVE THE LEVEL OF THE
 JD0492'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 JD0492'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0490 ***********************************************************************
 JD0490  DESIGNATION -  BLACK RM 2
 JD0490  PID         -  JD0490
 JD0490  STATE/COUNTY-  MO/COOPER
 JD0490  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0490
 JD0490                         *CURRENT SURVEY CONTROL
 JD0490  ___________________________________________________________________
 JD0490* NAD 83(1986)-  38 56 13.     (N)    092 57 22.     (W)     SCALED    
 JD0490* NAVD 88     -       235.937  (meters)     774.07   (feet)  ADJUSTED  
 JD0490  ___________________________________________________________________
 JD0490  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0490  DYNAMIC HT  -         235.787 (meters)     773.58  (feet)  COMP
 JD0490  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JD0490
 JD0490  VERT ORDER  -  SECOND    CLASS 0
 JD0490
 JD0490.The horizontal coordinates were scaled from a topographic map and have
 JD0490.an estimated accuracy of +/- 6 seconds.
 JD0490
 JD0490.The orthometric height was determined by differential leveling
 JD0490.and adjusted by the National Geodetic Survey in June 1991..
 JD0490
 JD0490.The geoid height was determined by GEOID03.
 JD0490
 JD0490.The dynamic height is computed by dividing the NAVD 88
 JD0490.geopotential number by the normal gravity value computed on the
 JD0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0490.degrees latitude (g = 980.6199 gals.).
 JD0490
 JD0490.The modeled gravity was interpolated from observed gravity values.
 JD0490
 JD0490;                    North         East    Units  Estimated Accuracy
 JD0490;SPC MO C     -   344,530.      460,460.      MT  (+/- 180 meters Scaled)
 JD0490
 JD0490                          SUPERSEDED SURVEY CONTROL
 JD0490
 JD0490  NGVD 29 (??/??/92)  235.864  (m)          773.83   (f) ADJ UNCH    2 0
 JD0490
 JD0490.Superseded values are not recommended for survey control.
 JD0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0490.See file dsdata.txt to determine how the superseded data were derived.
 JD0490
 JD0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD038097(NAD 83)
 JD0490_MARKER: DR = REFERENCE MARK DISK
 JD0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0490_STAMPING: BLACK NO 2 1949
 JD0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0490+STABILITY: SURFACE MOTION
 JD0490
 JD0490  HISTORY     - Date     Condition        Report By
 JD0490  HISTORY     - 1949     MONUMENTED       CGS
 JD0490  HISTORY     - 1962     GOOD             NGS
 JD0490
 JD0490                          STATION DESCRIPTION
 JD0490
 JD0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0490'13.8 MI W FROM BOONVILLE.
 JD0490'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0490'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST
 JD0490'ALONG STATE HIGHWAY 41, THENCE 3.2 MILES WEST ALONG U.S. HIGHWAY
 JD0490'40 AND INTERSTATE HIGHWAY 70, THENCE 2.2 MILES WEST ALONG OLD
 JD0490'U.S. HIGHWAY 40, AT THE CREST OF A HILL, ON THE NORTH EMBANKMENT
 JD0490'OF A HIGHWAY CUT, ABOUT 75 FEET ABOVE THE LEVEL OF THE ROAD,
 JD0490'77.5 FEET WEST OF R.M. 1, 38.0 FEET SOUTHWEST OF THE STATION
 JD0490'MARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0547 ***********************************************************************
 KD0547  DESIGNATION -  BLACKBURN
 KD0547  PID         -  KD0547
 KD0547  STATE/COUNTY-  MO/SALINE
 KD0547  USGS QUAD   -  BLACKBURN (1978)
 KD0547
 KD0547                         *CURRENT SURVEY CONTROL
 KD0547  ___________________________________________________________________
 KD0547* NAD 83(1997)-  39 05 54.84649(N)    093 28 42.35606(W)     ADJUSTED  
 KD0547* NAVD 88     -       261.844  (meters)     859.07   (feet)  ADJUSTED  
 KD0547  ___________________________________________________________________
 KD0547  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 KD0547  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0547  DYNAMIC HT  -         261.680 (meters)     858.53  (feet)  COMP
 KD0547  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 KD0547
 KD0547  HORZ ORDER  -  SECOND
 KD0547  VERT ORDER  -  SECOND    CLASS 0
 KD0547
 KD0547.The horizontal coordinates were established by classical geodetic methods
 KD0547.and adjusted by the National Geodetic Survey in February 2000..
 KD0547
 KD0547.The orthometric height was determined by differential leveling
 KD0547.and adjusted by the National Geodetic Survey in June 1991..
 KD0547
 KD0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0547
 KD0547.The geoid height was determined by GEOID03.
 KD0547
 KD0547.The dynamic height is computed by dividing the NAVD 88
 KD0547.geopotential number by the normal gravity value computed on the
 KD0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0547.degrees latitude (g = 980.6199 gals.).
 KD0547
 KD0547.The modeled gravity was interpolated from observed gravity values.
 KD0547
 KD0547;                    North         East     Units Scale Factor Converg.
 KD0547;SPC MO C     -   362,828.554   415,364.449   MT  1.00002150   -0 37 01.5
 KD0547;SPC MO W     -   325,888.318   938,367.598   MT  1.00003729   +0 38 39.5
 KD0547;UTM  15      - 4,327,823.858   458,629.156   MT  0.99962107   -0 18 06.2
 KD0547
 KD0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0547!SPC MO C     -   0.99996404  x   1.00002150  =   0.99998554
 KD0547!SPC MO W     -   0.99996404  x   1.00003729  =   1.00000133
 KD0547!UTM  15      -   0.99996404  x   0.99962107  =   0.99958512
 KD0547
 KD0547:                Primary Azimuth Mark                     Grid Az
 KD0547:SPC MO C     -  BLACKBURN AZ MK                          041 42 34.7
 KD0547:SPC MO W     -  BLACKBURN AZ MK                          040 26 53.7
 KD0547:UTM  15      -  BLACKBURN AZ MK                          041 23 39.4
 KD0547
 KD0547|---------------------------------------------------------------------|
 KD0547| PID    Reference Object                     Distance      Geod. Az  |
 KD0547|                                                           dddmmss.s |
 KD0547| AJ6855 BLACKBURN AZ MK                                    0410533.2 |
 KD0547| KD0546 BLACKBURN RM 1                       17.970 METERS 08748     |
 KD0547| KD0548 BLACKBURN RM 2                       21.604 METERS 18151     |
 KD0547| KD1242 ALMA MUNICIPAL TANK                 APPROX. 6.0 KM 2670525.0 |
 KD0547| AJ6867 BLACKBURN STANDPIPE                                2803133.2 |
 KD0547| KD1238 DOVER ATT MICROWAVE KAH 92 TWR      APPROX.16.4 KM 3094657.2 |
 KD0547| KD1240 WAVERLY MUNICIPAL TANK              APPROX.12.8 KM 3452011.6 |
 KD0547| AJ6861 BLACKBURN AZ MK 2                   491.888 METERS 3490214.4 |
 KD0547|---------------------------------------------------------------------|
 KD0547
 KD0547                          SUPERSEDED SURVEY CONTROL
 KD0547
 KD0547  NAD 83(1997)-  39 05 54.84772(N)    093 28 42.35756(W) AD(       ) 2
 KD0547  NAD 83(1986)-  39 05 54.85310(N)    093 28 42.35682(W) AD(       ) 2
 KD0547  NAD 27      -  39 05 54.78273(N)    093 28 41.59570(W) AD(       ) 2
 KD0547  NGVD 29 (??/??/92)  261.750  (m)          858.76   (f) ADJ UNCH    2 0
 KD0547
 KD0547.Superseded values are not recommended for survey control.
 KD0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0547.See file dsdata.txt to determine how the superseded data were derived.
 KD0547
 KD0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5862927824(NAD 83)
 KD0547_MARKER: DB = BENCH MARK DISK
 KD0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0547_STAMPING: BLACKBURN 1962
 KD0547_MARK LOGO: CGS   
 KD0547_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KD0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0547+STABILITY: SURFACE MOTION
 KD0547
 KD0547  HISTORY     - Date     Condition        Report By
 KD0547  HISTORY     - 1962     MONUMENTED       CGS
 KD0547  HISTORY     - 1962     GOOD             CGS
 KD0547  HISTORY     - 19850615 GOOD             NGS
 KD0547
 KD0547                          STATION DESCRIPTION
 KD0547
 KD0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD0547'THE STATION IS 1/2 MILE SOUTHEAST OF BLACKBURN, 0.25 MILE SOUTH
 KD0547'OF STATE HIGHWAY 20, IN THE NORTHWEST QUARTER OF SECTION 30,
 KD0547'T 50 N, R 23 W, AND ON THE WEST RIGHT-OF-WAY OF A GRAVEL ROAD.
 KD0547'
 KD0547'TO REACH THE STATION FROM THE POST OFFICE IN BLACKBURN, GO SOUTH
 KD0547'ON MAIN STREET FOR 0.2 MILE TO THE INTERSECTION OF STATE
 KD0547'HIGHWAY 20.  TURN LEFT AND GO EAST ON HIGHWAY 20 FOR 0.35 MILE
 KD0547'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A
 KD0547'GRAVEL ROAD FOR 0.25 MILE TO THE CREST OF A GRADE AND THE STATION
 KD0547'ON THE RIGHT.
 KD0547'
 KD0547'STATION MARKS ARE STANDARD DISKS STAMPED BLACKBURN 1962.  THE
 KD0547'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 KD0547'SURFACE OF THE GROUND.  IT IS 32 FEET WEST OF THE CENTER OF THE
 KD0547'GRAVEL ROAD, 5.8 FEET SOUTH OF A METAL WITNESS POST, 5 FEET
 KD0547'ABOVE THE SURFACE OF THE GRAVEL ROAD, AND 0.5 FEET EAST OF A
 KD0547'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KD0547'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 KD0547'
 KD0547'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLACKBURN NO 1 1962,
 KD0547'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 KD0547'IS 34 FEET SOUTH OF A TELEPHONE POLE, 28 FEET EAST OF THE
 KD0547'CENTER OF THE GRAVEL ROAD, 1 FOOT WEST OF THE FENCE AND 5 FEET
 KD0547'ABOVE THE SURFACE OF THE GRAVEL ROAD.
 KD0547'
 KD0547'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLACKBURN NO 2 1962,
 KD0547'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 KD0547'IS 31.5 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 1 FOOT
 KD0547'EAST OF THE FENCE AND 5 FEET ABOVE THE SURFACE OF THE GRAVEL
 KD0547'ROAD.
 KD0547'
 KD0547'AZIMUTH MARK, A STANDARD DISK STAMPED BLACKBURN 1962, IS SET IN A
 KD0547'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 29.5 FEET
 KD0547'SOUTH OF THE CENTER OF HIGHWAY 20, 2.5 FEET WEST OF A TELEPHONE
 KD0547'POLE, 2.3 FEET EAST OF A METAL WITNESS POST AND 1.2 FEET NORTH
 KD0547'OF A FENCE.
 KD0547'
 KD0547'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 KD0547'GRAVEL ROAD FOR 0.25 MILE TO THE INTERSECTION OF HIGHWAY 20.  TURN
 KD0547'RIGHT AND GO EAST ON HIGHWAY 20 FOR 0.2 MILE TO A GATE ON
 KD0547'THE LEFT AND THE AZIMUTH MARK ON THE RIGHT NEAR A TELEPHONE POLE.
 KD0547'
 KD0547'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 KD0547'
 KD0547'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD0547
 KD0547                          STATION RECOVERY (1962)
 KD0547
 KD0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 KD0547'0.9 MI SE FROM BLACKBURN.
 KD0547'ABOUT 0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KD0547'BLACKBURN, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 20, THENCE
 KD0547'0.3 MILE SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A HILL, 70.7
 KD0547'FEET NORTH OF RM 2, 58.8 FEET WEST ACROSS THE ROAD FROM RM 1,
 KD0547'30.8 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD, 5.5 FEET
 KD0547'SOUTH OF A WITNESS POST, 1.0 FOOT EAST OF A FENCE, ABOUT 5 FEET
 KD0547'ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KD0547'0.2 FOOT.
 KD0547
 KD0547                          STATION RECOVERY (1985)
 KD0547
 KD0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KD0547'THE SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 KD0547'RECOVERED IN GOOD CONDITION.  THE AZIMUTH HAS BEEN DESTROYED BY ROAD
 KD0547'CONSTRUCTION.  AN AZIMUTH MARK 2 WAS ESTABLISHED THIS DATE.  THE
 KD0547'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AGREED WITH 1962 DATA,
 KD0547'THEREFORE THE UNDERGROUND MARK WAS NOT INSPECTED.  DUE TO CHANGES, A
 KD0547'NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 0.8 KM (0.50
 KD0547'MI) SE OF BLACKBURN, 0.40 KM (0.25 MI) S OF STATE HWY 20, IN THE NW
 KD0547'1/4, SEC30, 750N, R23W AND ON THE W RIGHT-OF-WAY OF A GRAVELED COUNTY
 KD0547'ROAD.  TO REACH THE STATION FROM THE POST OFFICE IN BLACKBURN, GO S ON
 KD0547'MAIN STREET FOR 0.32 KM (0.20 MI) TO STATE HWY 20.  TURN LEFT AND GO E
 KD0547'ON HIGHWAY 20 FOR 0.56 KM (0.35 MI) TO A SIDE ROAD RIGHT AND THE
 KD0547'BLACKBURN FERTILIZER COMPANY AND AZIMUTH MARK 2 ON THE LEFT.  TURN
 KD0547'RIGHT AND GO S ON A GRAVELED ROAD FOR 0.48 KM (0.30 MI) TO A ROAD CUT
 KD0547'THROUGH A HILL AND THE STATION ON THE RIGHT, ABOUT 3 M (9.8 FT) ABOVE
 KD0547'THE ROAD.  -RECOVEREED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION
 KD0547'BEING ADEQUATE FOR RECOVERY-.  THE STATION IS A STANDARD CGS DISK
 KD0547'STAMPED BLACKBURN 1962, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KD0547'12.0 INCHES OR 30.0 CM IN DIAMETER FLUSH WITH GROUND LOCATED 72.8 FT
 KD0547'(22.2 M) WSW FROM A T-FENCE CORNER ON THE E SIDE OF THE ROAD, 32.0 FT
 KD0547'(9.8 M) W FROM THE CENTERLINE OF THE ROAD AND 2 M (6.6 FT) ABOVE IT,
 KD0547'2.0 FT (0.6 M) S FROM A WITNESS POST.  REFERENCE MARK NO 1 IS A
 KD0547'STANDARD CGS DISK STAMPED BLACKBURN NO 1 1962, SET INTO THE TOP OF A
 KD0547'SQUARE CONCRETE MONUMENT 12.0 INCHES OR 30.0 CM IN DIAMETER FLUSH WITH
 KD0547'GROUND LOCATED 42.6 FT (13.0 M) S FROM A T-FENCE CORNER, 28.0 FT (8.5
 KD0547'M) E FROM THE CENTERLINE OF THE ROAD AND 3 M (9.8 FT) ABOVE IT, 1.5 FT
 KD0547'(0.5 M) W FROM A N-S FENCE, AND 1.32 FT (0.40 M) LOWER THAN THE
 KD0547'STATION.  -RM 1 RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION
 KD0547'BEING ADEQUATE FOR RECOVERY-.  REFERENCE MARK NO 2 IS A STANDARD CGS
 KD0547'DISK STAMPED BLACKBURN NO 2 1962, SET INTO THE TOP OF A SQUARE
 KD0547'CONCRETE MONUMENT 12.0 INCHES OR 30.0 CM IN DIAMETER PROJECTING 2
 KD0547'INCHES 5 CM ABOVE THE GROUND LOCATED 32.0 FT (9.8 M) W FROM THE
 KD0547'CENTERLINE OF THE ROAD AND 3 M (9.8 FT) ABOVE IT, 1.3 FT (0.4 M) N
 KD0547'FROM A WITNESS POST, AND 0.62 FT (18.90 CM) LOWER THAN THE STATION.
 KD0547'-RM 2 RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION BEING
 KD0547'ADEQUATE FOR RECOVERY-.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 KD0547'STAMPED BLACKBURN 1962 NO 2 1985, CEMENTED INTO A DRILLED HOLE IN THE
 KD0547'SE CORNER OF THE CONCRETE FOUNDATION OF THE SE AND TALLEST,
 KD0547'CYLINDRICAL FERTILIZER STORAGE TANK AT THE BLACKBURN FERTILIZER
 KD0547'COMPANY LOCATED 26.0 FT (7.9 M) E FROM THE E END OF A TRUCK WEIGHING
 KD0547'SCALE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON THE
 KD0547'GRAVELED ROAD FOR 0.48 KM (0.30 MI) TO THE FERTILIZER COMPANY STORAGE
 KD0547'TANKS AND THE AZIMUTH MARK, JUST N OF STATE HWY 20.  -AZ MK, THE
 KD0547'STATION IS LOCATED ABOUT 0.40 KM (0.25 MI) SE OF BLACKBURN AND ON THE
 KD0547'N SIDE OF STATE HWY 20, OPPOSITE A GRAVELED ROAD LEADING S AND ON
 KD0547'PROPERTY OF THE BLACKBURN FERTIZER COMPANY, HWY 20 E, BLACKBURN,
 KD0547'MISSOURI 65321.  TO REACH THE STATION FROM THE POST OFFICE IN
 KD0547'BLACKBURN, GO S ON MAIN STREET FOR 0.32 KM (0.20 MI) TO STATION HWY
 KD0547'20.  TURN LEFT AND GO E ON HIGHWAY 20 FOR 0.56 KM (0.35 MI) TO A SIDE
 KD0547'ROAD RIGHT AND GO E ON HWY 20 FOR 0.56 KM (0.35 MI) TO A SIDE ROAD
 KD0547'RIGHT AND THE FERTILIZER COMPANY AND THE MARK ON THE LEFT.  STATION
 KD0547'MARK IS A STANDARD NGS AZIMUTH MARK DISK, STAMPED BLACKBURN 1962 NO 2
 KD0547'1985, CEMENTED INTO A DRILLED IN THE SE CORNER OF THE CONCRETE
 KD0547'FOUNDATION OF THE SE AND TALLEST, CYLINDRICAL FERTILIZER STORAGE TANK.
 KD0547'IT IS 7.92 M (25.98 FT) E FROM THE E END OF THE TRUCK WEIGHING SCALES,
 KD0547'WHICH ARE DIRECTLY IN FRONT OF THE OFFICE BUILDING OF THE COMPANY.
 KD0547'THE MARK WAS POSITIONED BY ELECTRONIC TRAVERSE FROM STATION BLACKBURN
 KD0547'1962.  DESCRIBED BY J A ODUM-.  THE SURFACE STATION MARK AND THE
 KD0547'REFERENCE MARKS ARE BENCH MARKS ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ6861 ***********************************************************************
 AJ6861  DESIGNATION -  BLACKBURN AZ MK 2
 AJ6861  PID         -  AJ6861
 AJ6861  STATE/COUNTY-  MO/SALINE
 AJ6861  USGS QUAD   -  BLACKBURN (1978)
 AJ6861
 AJ6861                         *CURRENT SURVEY CONTROL
 AJ6861  ___________________________________________________________________
 AJ6861* NAD 83(1997)-  39 06 10.50602(N)    093 28 46.24910(W)     ADJUSTED  
 AJ6861* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 AJ6861  ___________________________________________________________________
 AJ6861  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AJ6861  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 AJ6861
 AJ6861  HORZ ORDER  -  SECOND
 AJ6861
 AJ6861.The horizontal coordinates were established by classical geodetic methods
 AJ6861.and adjusted by the National Geodetic Survey in November 2001..
 AJ6861
 AJ6861.The orthometric height was scaled from a topographic map.
 AJ6861
 AJ6861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6861
 AJ6861.The geoid height was determined by GEOID03.
 AJ6861
 AJ6861;                    North         East     Units Scale Factor Converg.
 AJ6861;SPC MO C     -   363,312.456   415,276.112   MT  1.00002169   -0 37 04.2
 AJ6861;UTM  15      - 4,328,307.073   458,538.193   MT  0.99962117   -0 18 08.8
 AJ6861
 AJ6861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6861!SPC MO C     -   0.99996685  x   1.00002169  =   0.99998854
 AJ6861!UTM  15      -   0.99996685  x   0.99962117  =   0.99958803
 AJ6861
 AJ6861                          SUPERSEDED SURVEY CONTROL
 AJ6861
 AJ6861.No superseded survey control is available for this station.
 AJ6861
 AJ6861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5853828307(NAD 83)
 AJ6861_MARKER: Z = SEE DESCRIPTION
 AJ6861_SETTING: 0 = UNSPECIFIED SETTING
 AJ6861_MARK LOGO: NONE  
 AJ6861_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ6861
 AJ6861  HISTORY     - Date     Condition        Report By
 AJ6861  HISTORY     - 1998     MONUMENTED       NGS
 AJ6861
 AJ6861                          STATION DESCRIPTION
 AJ6861
 AJ6861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998
 AJ6861'SEE DESCRIPTION FOR BLACKBURN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0546 ***********************************************************************
 KD0546  DESIGNATION -  BLACKBURN RM 1
 KD0546  PID         -  KD0546
 KD0546  STATE/COUNTY-  MO/SALINE
 KD0546  USGS QUAD   -  BLACKBURN (1978)
 KD0546
 KD0546                         *CURRENT SURVEY CONTROL
 KD0546  ___________________________________________________________________
 KD0546* NAD 83(1986)-  39 05 54.     (N)    093 28 42.     (W)     SCALED    
 KD0546* NAVD 88     -       261.443  (meters)     857.75   (feet)  ADJUSTED  
 KD0546  ___________________________________________________________________
 KD0546  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0546  DYNAMIC HT  -         261.279 (meters)     857.21  (feet)  COMP
 KD0546  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 KD0546
 KD0546  VERT ORDER  -  SECOND    CLASS 0
 KD0546
 KD0546.The horizontal coordinates were scaled from a topographic map and have
 KD0546.an estimated accuracy of +/- 6 seconds.
 KD0546
 KD0546.The orthometric height was determined by differential leveling
 KD0546.and adjusted by the National Geodetic Survey in June 1991..
 KD0546
 KD0546.The geoid height was determined by GEOID03.
 KD0546
 KD0546.The dynamic height is computed by dividing the NAVD 88
 KD0546.geopotential number by the normal gravity value computed on the
 KD0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0546.degrees latitude (g = 980.6199 gals.).
 KD0546
 KD0546.The modeled gravity was interpolated from observed gravity values.
 KD0546
 KD0546;                    North         East    Units  Estimated Accuracy
 KD0546;SPC MO C     -   362,800.      415,370.      MT  (+/- 180 meters Scaled)
 KD0546
 KD0546                          SUPERSEDED SURVEY CONTROL
 KD0546
 KD0546  NGVD 29 (??/??/92)  261.349  (m)          857.44   (f) ADJ UNCH    2 0
 KD0546
 KD0546.Superseded values are not recommended for survey control.
 KD0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0546.See file dsdata.txt to determine how the superseded data were derived.
 KD0546
 KD0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD586277(NAD 83)
 KD0546_MARKER: DR = REFERENCE MARK DISK
 KD0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0546_STAMPING: BLACKBURN NO 1 1962
 KD0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0546+STABILITY: SURFACE MOTION
 KD0546
 KD0546  HISTORY     - Date     Condition        Report By
 KD0546  HISTORY     - 1962     MONUMENTED       CGS
 KD0546
 KD0546                          STATION DESCRIPTION
 KD0546
 KD0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0546'0.9 MI SE FROM BLACKBURN.
 KD0546'ABOUT 0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KD0546'BLACKBURN, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 20, THENCE
 KD0546'0.3 MILE SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A HILL, 95.5
 KD0546'FEET NORTHEAST ACROSS THE ROAD FROM RM 2, 58.8 FEET EAST ACROSS
 KD0546'THE ROAD FROM THE STATION MARK, 28 FEET EAST OF THE CENTERLINE
 KD0546'OF THE ROAD, 1.5 FEET WEST OF A FENCE, ABOUT 4 FEET ABOVE THE
 KD0546'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0548 ***********************************************************************
 KD0548  DESIGNATION -  BLACKBURN RM 2
 KD0548  PID         -  KD0548
 KD0548  STATE/COUNTY-  MO/SALINE
 KD0548  USGS QUAD   -  BLACKBURN (1978)
 KD0548
 KD0548                         *CURRENT SURVEY CONTROL
 KD0548  ___________________________________________________________________
 KD0548* NAD 83(1986)-  39 05 54.     (N)    093 28 42.     (W)     SCALED    
 KD0548* NAVD 88     -       261.655  (meters)     858.45   (feet)  ADJUSTED  
 KD0548  ___________________________________________________________________
 KD0548  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0548  DYNAMIC HT  -         261.491 (meters)     857.91  (feet)  COMP
 KD0548  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 KD0548
 KD0548  VERT ORDER  -  SECOND    CLASS 0
 KD0548
 KD0548.The horizontal coordinates were scaled from a topographic map and have
 KD0548.an estimated accuracy of +/- 6 seconds.
 KD0548
 KD0548.The orthometric height was determined by differential leveling
 KD0548.and adjusted by the National Geodetic Survey in June 1991..
 KD0548
 KD0548.The geoid height was determined by GEOID03.
 KD0548
 KD0548.The dynamic height is computed by dividing the NAVD 88
 KD0548.geopotential number by the normal gravity value computed on the
 KD0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0548.degrees latitude (g = 980.6199 gals.).
 KD0548
 KD0548.The modeled gravity was interpolated from observed gravity values.
 KD0548
 KD0548;                    North         East    Units  Estimated Accuracy
 KD0548;SPC MO C     -   362,800.      415,370.      MT  (+/- 180 meters Scaled)
 KD0548
 KD0548                          SUPERSEDED SURVEY CONTROL
 KD0548
 KD0548  NGVD 29 (??/??/92)  261.561  (m)          858.14   (f) ADJ UNCH    2 0
 KD0548
 KD0548.Superseded values are not recommended for survey control.
 KD0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0548.See file dsdata.txt to determine how the superseded data were derived.
 KD0548
 KD0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD586277(NAD 83)
 KD0548_MARKER: DR = REFERENCE MARK DISK
 KD0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0548_STAMPING: BLACKBURN NO 2 1962
 KD0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0548+STABILITY: SURFACE MOTION
 KD0548
 KD0548  HISTORY     - Date     Condition        Report By
 KD0548  HISTORY     - 1962     MONUMENTED       CGS
 KD0548
 KD0548                          STATION DESCRIPTION
 KD0548
 KD0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0548'0.9 MI SE FROM BLACKBURN.
 KD0548'ABOUT 0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KD0548'BLACKBURN, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 20, THENCE
 KD0548'0.3 MILE SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A HILL, 95.5
 KD0548'FEET SOUTHWEST ACROSS THE ROAD FROM RM 1, 70.7 FEET SOUTH OF THE
 KD0548'STATION MARK, 30.8 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.0
 KD0548'FOOT EAST OF A FENCE, ABOUT 4 FEET ABOVE THE ROAD, AND SET IN THE
 KD0548'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0796 ***********************************************************************
 HC0796  DESIGNATION -  BLAIR
 HC0796  PID         -  HC0796
 HC0796  STATE/COUNTY-  MO/SHANNON
 HC0796  USGS QUAD   -  EMINENCE (1982)
 HC0796
 HC0796                         *CURRENT SURVEY CONTROL
 HC0796  ___________________________________________________________________
 HC0796* NAD 83(1997)-  37 14 37.33718(N)    091 15 35.36346(W)     ADJUSTED  
 HC0796* NAVD 88     -       344.79   (+/-2cm)    1131.2    (feet)  VERTCON   
 HC0796  ___________________________________________________________________
 HC0796  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 HC0796  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 HC0796
 HC0796  HORZ ORDER  -  THIRD
 HC0796  VERT ORDER  -  THIRD ? (See Below)
 HC0796
 HC0796.The horizontal coordinates were established by classical geodetic methods
 HC0796.and adjusted by the National Geodetic Survey in February 2000..
 HC0796
 HC0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0796.The vertical order pertains to the NGVD 29 superseded value.
 HC0796
 HC0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0796
 HC0796.The geoid height was determined by GEOID03.
 HC0796
 HC0796;                    North         East     Units Scale Factor Converg.
 HC0796;SPC MO E     -   156,767.651   182,587.292   MT  0.99998929   -0 27 35.5
 HC0796;UTM  15      - 4,123,326.663   654,344.943   MT  0.99989346   +1 03 12.1
 HC0796
 HC0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0796!SPC MO E     -   0.99995062  x   0.99998929  =   0.99993991
 HC0796!UTM  15      -   0.99995062  x   0.99989346  =   0.99984408
 HC0796
 HC0796:                Primary Azimuth Mark                     Grid Az
 HC0796:SPC MO E     -  CALLAHAN                                 073 41 49.8
 HC0796:UTM  15      -  CALLAHAN                                 072 11 02.2
 HC0796
 HC0796|---------------------------------------------------------------------|
 HC0796| PID    Reference Object                     Distance      Geod. Az  |
 HC0796|                                                           dddmmss.s |
 HC0796| HC0778 CALLAHAN                            APPROX. 9.1 KM 0731414.3 |
 HC0796| CN5698 BLAIR RM 1                           25.327 METERS 21856     |
 HC0796| CN5699 BLAIR RM 2                           21.727 METERS 34658     |
 HC0796| CN5700 BLAIR RM 3                                         35407     |
 HC0796|---------------------------------------------------------------------|
 HC0796
 HC0796                          SUPERSEDED SURVEY CONTROL
 HC0796
 HC0796  NAD 83(1986)-  37 14 37.34880(N)    091 15 35.36210(W) AD(       ) 3
 HC0796  NAD 27      -  37 14 37.17930(N)    091 15 34.88380(W) AD(       ) 3
 HC0796  NGVD 29 (07/19/86)  344.71   (m)         1130.9    (f) LEVELING    3  
 HC0796
 HC0796.Superseded values are not recommended for survey control.
 HC0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0796.See file dsdata.txt to determine how the superseded data were derived.
 HC0796
 HC0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB5434523327(NAD 83)
 HC0796_MARKER: DD = SURVEY DISK
 HC0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0796_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0796
 HC0796  HISTORY     - Date     Condition        Report By
 HC0796  HISTORY     - 1962     MONUMENTED       CGS
 HC0796  HISTORY     - 1977     GOOD             NGS
 HC0796
 HC0796                          STATION DESCRIPTION
 HC0796
 HC0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0796'THE STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHWEST OF BUNKER,
 HC0796'9 MILES NORTHEAST OF EMINENCE, 2 MILES NORTHWEST OF BLAIR CREEK,
 HC0796'2 MILES EAST OF CURRENT RIVER, AND IN THE SW 1/4 OF SECTION 34, T
 HC0796'30 N, R 3 W, AND ON THE PROPERTY OF MR. LEO DREY.  IT IS 4 FEET
 HC0796'WEST OF A WITNESS POST, 35 FEET NORTHWEST OF A 20 INCH OAK TREE,
 HC0796'35 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, AND 64 FEET
 HC0796'NORTHEAST OF A T-ROAD INTERSECTION.  THE MONUMENT PROJECTS 8
 HC0796'INCHES AND THE DISK IS STAMPED BLAIR 1962.
 HC0796'
 HC0796'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 72 AND COUNTRY ROUTE
 HC0796'A IN BUNKER GO SOUTHEAST ON STATE HIGHWAY 72 FOR 3.6 MILES TO
 HC0796'THE JUNCTION WITH REYNOLDS COUNTRY ROUTE P.  TURN RIGHT ON COUNTRY
 HC0796'ROUTE P AND GO SOUTHWEST FOR 2.5 MILES TO A FORK.  TAKE THE
 HC0796'LEFT FORK AND GO SOUTHERLY ON FORESTRY SERVICE ROAD 2220 FOR 0.4
 HC0796'MILE TO A FORK.  TAKE RIGHT FORK AND CONTINUE SOUTHERLY ON
 HC0796'SERVICE ROAD FOR 4.8 MILES TO A REVERSE FORK LEFT.  CONTINUE
 HC0796'SOUTHWEST ON SERVICE ROAD FOR 2.3 MILES TO A SIDE ROAD LEFT AT
 HC0796'AN OLD SAW MILL.  TURN LEFT AND GO SOUTHEAST ON A GRAVELED
 HC0796'ROAD FOR 0.65 MILE TO HIMONT LOOKOUT TOWER ON LEFT.  CONTINUE
 HC0796'SOUTHERLY ON GRAVELED ROAD FOR 2.65 MILES TO A SIDE ROAD LEFT.
 HC0796'CONTINUE SOUTHERLY ON GRAVELED ROAD FOR 2.5 MILES TO A SIDE
 HC0796'ROAD RIGHT AT SIGN ON RIGHT TICKACHIGG 3 MI. LOU BYRNE,
 HC0796'EVERT WILLIAMS.  CONTINUE SOUTHERLY ON GRAVELED ROAD FOR
 HC0796'0.15 MILE TO REFERENCE MARK 3 ON LEFT.  CONTINUE SOUTHERLY ON
 HC0796'GRAVELED ROAD FOR 0.15 MILE TO A DIRT ROAD LEFT AND STATION
 HC0796'ON LEFT IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 HC0796'
 HC0796'REFERENCE MARK 1 IS 32 FEET EAST OF THE CENTERLINE OF A GRAVELED
 HC0796'ROAD, 50 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 59 FEET
 HC0796'SOUTHWEST OF A 20 INCH OAK TREE, AND 85 FEET SOUTH OF THE WITNESS
 HC0796'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HC0796'BLAIR NO 1 1962.
 HC0796'
 HC0796'REFERENCE MARK 2 IS 31 FEET EAST OF THE CENTERLINE OF THE
 HC0796'GRAVELED ROAD, 36 FEET SOUTHWEST OF A 15 INCH OAK TREE, AND 75
 HC0796'FEET NORTHWEST OF THE WITNESS POST.  THE MONUMENT PROJECTS 4
 HC0796'INCHES AND THE DISK IS STAMPED BLAIR NO 2 1962.
 HC0796'
 HC0796'REFERENCE MARK 3 IS 2 FEET WEST OF A WITNESS POST, 9 FEET
 HC0796'NORTHWEST OF AN 8 INCH OAK TREE, AND 32 FEET EAST OF THE
 HC0796'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 6 INCHES
 HC0796'AND THE DISK IS STAMPED BLAIR NO 3 1962.
 HC0796'
 HC0796'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 HC0796'
 HC0796'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC0796
 HC0796                          STATION RECOVERY (1977)
 HC0796
 HC0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CRL)
 HC0796'STATION REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE TO
 HC0796'REACH IS ADEQUATE.
 HC0796'
 HC0796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES NORTHEAST
 HC0796'OF EMINENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1525 ***********************************************************************
 KE1525  DESIGNATION -  BLAIR
 KE1525  PID         -  KE1525
 KE1525  STATE/COUNTY-  MO/BUCHANAN
 KE1525  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE1525
 KE1525                         *CURRENT SURVEY CONTROL
 KE1525  ___________________________________________________________________
 KE1525* NAD 83(1997)-  39 43 56.11716(N)    094 47 46.37591(W)     ADJUSTED  
 KE1525* NAVD 88     -       313.5    (meters)    1029.     (feet)  GPS OBS   
 KE1525  ___________________________________________________________________
 KE1525  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 KE1525  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KE1525
 KE1525  HORZ ORDER  -  FIRST
 KE1525
 KE1525.The horizontal coordinates were established by classical geodetic methods
 KE1525.and adjusted by the National Geodetic Survey in February 2000..
 KE1525
 KE1525.The orthometric height was determined by GPS observations and a
 KE1525.high-resolution geoid model.
 KE1525
 KE1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1525
 KE1525.The geoid height was determined by GEOID03.
 KE1525
 KE1525;                    North         East     Units Scale Factor Converg.
 KE1525;SPC MO W     -   395,783.306   824,607.969   MT  0.99994911   -0 11 21.6
 KE1525;UTM  15      - 4,399,583.336   346,073.761   MT  0.99989170   -1 08 54.1
 KE1525
 KE1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1525!SPC MO W     -   0.99995585  x   0.99994911  =   0.99990496
 KE1525!UTM  15      -   0.99995585  x   0.99989170  =   0.99984755
 KE1525
 KE1525:                Primary Azimuth Mark                     Grid Az
 KE1525:SPC MO W     -  BLAIR AZ MK                              041 11 45.9
 KE1525:UTM  15      -  BLAIR AZ MK                              042 09 18.4
 KE1525
 KE1525|---------------------------------------------------------------------|
 KE1525| PID    Reference Object                     Distance      Geod. Az  |
 KE1525|                                                           dddmmss.s |
 KE1525| CL6902 BLAIR AZ MK                                        0410024.3 |
 KE1525| CL6903 BLAIR RM 1                           23.970 METERS 23309     |
 KE1525| KE1542 ST JOSEPH ROOSEVELT JR HS TWR       APPROX. 5.2 KM 3063651.0 |
 KE1525| KE1548 ST JOSEPH RAD STA KFEQ S MAST       APPROX. 7.5 KM 3083152.2 |
 KE1525| KE1546 ST JOSEPH RAD STA KFEQ N MAST       APPROX. 7.5 KM 3083605.9 |
 KE1525| KE1544 ST JOSEPH SACRED HEART CONVENT      APPROX. 5.4 KM 3093414.2 |
 KE1525| KE1545 ST JOSEPH ST ANNS HALL S CUP        APPROX. 6.2 KM 3135236.2 |
 KE1525| KE1552 ST JOSEPH ST ANNS HALL N CUP        APPROX. 6.2 KM 3140050.4 |
 KE1525| KE1551 ST JOSEPHS HOSPITAL DOME            APPROX. 6.6 KM 3164029.7 |
 KE1525| CL6904 BLAIR RM 2                           28.206 METERS 34452     |
 KE1525| KE1550 ST JOSEPH STATE HOSPITAL 2 STK      APPROX. 4.8 KM 3454916.5 |
 KE1525| KE1540 ST JOSEPH COUNTRY CLUB TANK         APPROX.11.6 KM 3463516.0 |
 KE1525|---------------------------------------------------------------------|
 KE1525
 KE1525                          SUPERSEDED SURVEY CONTROL
 KE1525
 KE1525  NAD 83(1997)-  39 43 56.11715(N)    094 47 46.37592(W) AD(       ) 1
 KE1525  NAD 83(1997)-  39 43 56.11715(N)    094 47 46.37593(W) AD(       ) 1
 KE1525  NAD 83(1986)-  39 43 56.11980(N)    094 47 46.37278(W) AD(       ) 1
 KE1525  NAD 27      -  39 43 56.13800(N)    094 47 45.50400(W) AD(       ) 1
 KE1525
 KE1525.Superseded values are not recommended for survey control.
 KE1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1525.See file dsdata.txt to determine how the superseded data were derived.
 KE1525
 KE1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4607499583(NAD 83)
 KE1525_MARKER: DH = HORIZONTAL CONTROL DISK
 KE1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1525_STAMPING: BLAIR 1934
 KE1525_MARK LOGO: CGS   
 KE1525_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1525+STABILITY: SURFACE MOTION
 KE1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1525+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1996
 KE1525
 KE1525  HISTORY     - Date     Condition        Report By
 KE1525  HISTORY     - 1934     MONUMENTED       CGS
 KE1525  HISTORY     - 1947     GOOD             CGS
 KE1525  HISTORY     - 1954     GOOD             CGS
 KE1525  HISTORY     - 1959     GOOD             CGS
 KE1525  HISTORY     - 19960515 GOOD             MODNR
 KE1525  HISTORY     - 19990630 GOOD             MOHC
 KE1525
 KE1525                          STATION DESCRIPTION
 KE1525
 KE1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1525'THIS STATION IS ABOUT 3 MILES E AND 2 MILES S OF THE MAIN
 KE1525'BUSINESS DISTRICT OF ST. JOSEPH, IN THE NE 1/4 OF SECTION
 KE1525'26, T 57 N, R 35 W, IN THE NW CORNER OF APPLE ORCHARD ON
 KE1525'PROPERTY OWNED BY MR. BLAIR, WHICH IS ON THE E SIDE OF N
 KE1525'AND S DIRT ROAD AND 0.5 MILE N OF U.S. HIGHWAY 169, WHERE
 KE1525'IT CURVES TO THE NW.  THE STATION MARK IS 40 FEET E OF THE
 KE1525'CENTER LINE OF N AND S DIRT ROAD, 16 FEET S OF CENTER LINE
 KE1525'OF DRIVE TO GARAGE, 102.5 FEET WSW OF SW CORNER OF MR. BLAIRS
 KE1525'HOUSE, 63 FEET ESE OF VERY LARGE HACKBERRY TREE, WHICH IS
 KE1525'ON THE W SIDE OF ROAD, 15 FEET E OF THE APPLE TREE WHICH
 KE1525'IS FARTHEST W AND N IN ORCHARD, 13 FEET W OF NEXT APPLE
 KE1525'TREE E.  THE MARK IS FLUSH WITH THE GROUND.
 KE1525'
 KE1525'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1525'BRONZE DISKS SET IN CONCRETE.
 KE1525'
 KE1525'REFERENCE MARK NO. 1 IS SW AND ACROSS ROAD FROM STATION,
 KE1525'24 FEET W OF CENTER LINE OF ROAD AND 15 FEET E OF TELEPHONE
 KE1525'POLE.  THE MARK IS FLUSH WITH THE GROUND.
 KE1525'
 KE1525'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 20 FEET E OF
 KE1525'CENTER LINE OF ROAD AND 15 FEET S OF TELEPHONE POLE.  THE
 KE1525'MARK IS FLUSH WITH THE GROUND.  THE DISTANCE BETWEEN THE
 KE1525'REFERENCE MARKS IS 141.89 FEET.
 KE1525'
 KE1525'THE AZIMUTH MARK IS NE OF THE STATION, ON RIGHT-OF-WAY OF
 KE1525'SECOND ROAD LEADING N AND SE OF THE STATION, 0.25 MILE N
 KE1525'OF T-INTERSECTION, 84 FEET N OF CONCRETE CULVERT, 24 FEET
 KE1525'E OF CENTER LINE OF ROAD, AT W EDGE OF OPEN FIELD.  THE
 KE1525'MARK PROJECTS 4 INCHES.
 KE1525'
 KE1525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 KE1525'AND STATE HIGHWAY 45 AT SE EDGE OF ST. JOSEPH GO E ON U.S.
 KE1525'HIGHWAY 71 FOR 1.75 MILES TO JUNCTION WITH U.S. HIGHWAY 169,
 KE1525'WHERE U.S. HIGHWAY 71 TURNS N, GO E AND S ON U.S. HIGHWAY
 KE1525'169 AROUND CURVE 0.3 MILE, THENCE TURN SHARPLY N ON N AND
 KE1525'S DIRT ROAD AND GO 0.5 MILE TO MR. BLAIRS HOUSE AND STATION
 KE1525'ON RIGHT.
 KE1525'
 KE1525'ALL LIGHTS COME INTO VIEW AT 77 FEET.
 KE1525
 KE1525                          STATION RECOVERY (1947)
 KE1525
 KE1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 KE1525'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE STATION
 KE1525'MARK IS NOW ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 KE1525'ALL MARKS FOUND TO BE IN GOOD CONDITION.  THE PROPERTY IS
 KE1525'NOW OWNED BY MR. J.E. GIDDENS.
 KE1525'
 KE1525'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 71, 36, 159 AND
 KE1525'169, JUST E OF STATE HOSPITAL, ABOUT 3 MILES E OF ST. JOSEPH,
 KE1525'GO S AND E ON U.S. HIGHWAY 71 FOR 3.4 MILES TO POINT WHERE
 KE1525'HIGHWAY TURNS FROM E TO S AT SHUSTER HATCHERY ON RIGHT.  TURN
 KE1525'SHARP LEFT 0.05 MILE TO STATION ON RIGHT OR E SIDE OF ROAD.
 KE1525
 KE1525                          STATION RECOVERY (1954)
 KE1525
 KE1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 KE1525'THE STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 KE1525'RECOVERED IN GOOD CONDITION.  STATION AND AZIMUTH MARK ARE
 KE1525'NOT INTERVISIBLE FROM THE GROUND.  THE 1947 DESCRIPTION
 KE1525'ADEQUATE.
 KE1525
 KE1525                          STATION RECOVERY (1959)
 KE1525
 KE1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KE1525'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1525'IN GOOD CONDITION.  LOCAL CHANGES MAKE A COMPLETE DESCRIPTION
 KE1525'NECESSARY.
 KE1525'
 KE1525'STATION IS LOCATED ABOUT 3 MILES EAST AND 2 MILES SOUTH
 KE1525'OF THE MAIN BUSINESS DISTRICT OF ST. JOSEPH AT THE SOUTHEAST
 KE1525'EDGE OF TOWN ABOUT 1/4 MILE EAST OF THE SOUTH END OF THE
 KE1525'ST. JOSEPH BELT LINE WHICH IS THE JUNCTION OF U.S. HIGHWAYS
 KE1525'59, 71 BYPASS, AND 169, IN THE NE 1/4 OF SEC. 26, T 57 N,
 KE1525'R 35 W ON PROPERTY OWNED BY J.E. GIDDENS, 102.5 FEET
 KE1525'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF HIS HOUSE, 75
 KE1525'FEET NORTHEAST OF A TELEPHONE POLE, 46 FEET NORTHEAST OF
 KE1525'A FENCE CORNER, 44 FEET NORTHEAST OF A POWER POLE WITH
 KE1525'TRANSFORMER, 43 FEET EAST OF THE CENTER OF SURFACED ROAD, AND 16
 KE1525'FEET SOUTH OF THE CENTER OF DRIVEWAY TO HOUSE.  THE
 KE1525'MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND
 KE1525'THE DISK IS STAMPED BLAIR 1934.
 KE1525'
 KE1525'REFERENCE MARK NO. 1 IS 78.64 FEET SOUTHWEST OF THE STATION,
 KE1525'40 FEET WEST-SOUTHWEST OF A FENCE CORNER ON THE EAST SIDE
 KE1525'OF ROAD, 22 FEET WEST OF THE CENTER OF ROAD, AND 3 FEET
 KE1525'SOUTHWEST OF A TELEPHONE POLE.  THE MARK IS 2 INCHES BELOW
 KE1525'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BLAIR
 KE1525'NO 1 1934.
 KE1525'
 KE1525'REFERENCE MARK NO. 2 IS 92.54 FEET NORTH-NORTHWEST OF THE
 KE1525'STATION, 32 FEET SOUTH OF POWER POLE, 31 FEET NORTHWEST
 KE1525'OF TREE, 20 FEET SOUTH OF A SOUTHWEST FENCE CORNER, AND
 KE1525'20 FEET EAST OF THE CENTER OF ROAD.  THE MARK IS FLUSH WITH
 KE1525'THE SURFACE OF GROUND AND THE DISK IS STAMPED BLAIR NO 2
 KE1525'1934.
 KE1525'
 KE1525'AZIMUTH MARK IS 0.35 MILE NORTHEAST OF THE STATION, 84 FEET
 KE1525'NORTH OF A CONCRETE CULVERT, 24 FEET EAST OF THE CENTER
 KE1525'OF ROAD, AND NEAR A MAILBOX.  THE MARK PROJECTS 6 INCHES
 KE1525'AND THE DISK IS STAMPED BLAIR AZIMUTH 1934.
 KE1525'
 KE1525'TO REACH THE STATION FROM THE SOUTH END OF THE BELT LINE
 KE1525'IN ST. JOSEPH AND THE JUNCTION OF U.S. HIGHWAYS 59, 71 BYPASS,
 KE1525'AND 169, GO EAST ON U.S. HIGHWAYS 71 BYPASS AND 169 FOR
 KE1525'0.3 MILE TO WHERE HIGHWAY CURVES SOUTH.  TURN LEFT OFF HIGHWAY
 KE1525'SHARPLY AND GO NORTH ON A SURFACED ROAD FOR 0.05 MILE TO
 KE1525'MR. GIDDENS HOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
 KE1525'
 KE1525'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 KE1525'HARD SURFACED ROAD FOR 0.15 MILE TO STREET RIGHT.  TURN
 KE1525'RIGHT AND GO EAST FOR 0.25 MILE.  THEN TURN LEFT AND GO
 KE1525'NORTH FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KE1525
 KE1525                          STATION RECOVERY (1996)
 KE1525
 KE1525'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 KE1525'STATION AND RM S ARE STANDARD U.S.C.  AND G.S.  DISKS IN CONCRETE
 KE1525'POSTS. THE STATION IS LOCATED IN THE SOUTHEAST PART OF ST.  JOSEPH, MO
 KE1525'IN THE FRONT YARD OF MR.  JEFF JACOBS AT 3215 40TH TERRACE.  IT IS
 KE1525'102.5 FT (31.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 46
 KE1525'FT (14.0 M) NORTHEAST OF A FENCE CORNER POST, 44 FT (13.4 M) NORTHEAST
 KE1525'OF A UTILITY POLE WITH A TRANSFORMER, 78.6 FT (24.0 M) NORTHEAST OF RM
 KE1525'1 ON THE WEST SIDE OF 40TH TERRACE, 43 FT (13.1 M) EAST OF THE CENTER
 KE1525'LINE OF 40TH TERRACE, 92.5 FT (28.2 M) SSE OF RM 2 ON THE FRONT SLOPE
 KE1525'OF THE LAWN AND 16 FT (4.9 M) SOUTH OF THE CENTER LINE OF THE ENTRANCE
 KE1525'DRIVE.  RM 1 IS IN THE Y OF THE JUNCTION OF 40TH TERRACE WITH PEAR
 KE1525'STREET, 22 FT (6.7 M) WEST OF THE CENTER LINE OF 40TH TERRACE, AND 3
 KE1525'FT (0.9 M) SOUTHWEST OF A UTILITY POLE AND UNDER A SHRUB.  RM 2 IS ON
 KE1525'THE FRONT SLOPE OF MR.  JACOB S YARD, 20 FT (6.1 M) EAST OF THE CENTER
 KE1525'LINE OF 40TH TERRACE, 20 FT (6.1 M) SOUTH OF A FENCE CORNER AND 32 FT
 KE1525'(9.8 M) SOUTH OF A UTILITY POLE. THE AZIMUTH MARK IS NO LONGER
 KE1525'VISIBLE. TO REACH THE STATION FROM THE CENTER OF I-29 EXIT 44 (U.S.
 KE1525'HIGHWAY 169 AND LOOP 29) IN THE SOUTHEAST PART OF ST.  JOSEPH, MO, GO
 KE1525'WESTERLY AND NORTHERLY ON U.S.  HWY.  169 FOR 1.1 MI (1.8 KM) TO
 KE1525'TRAFFIC LIGHT INTERSECTION WITH PEAR STREET (U.S.  169 CONTINUES NORTH
 KE1525'AND LOOP 29 TURNS WEST) .  TURN RIGHT AND GO EAST ON PEAR STREET FOR
 KE1525'0.3 MI (0.5 KM) WHERE PAVEMENT TURNS SOUTH AND MERGES WITH 40TH
 KE1525'TERRACE.  TURN HARD LEFT AND GO NORTH ON 40TH TERRACE FOR 0.05 MI
 KE1525'(0.08 KM) TO FIRST DRIVEWAY ON RIGHT (EAST) AND STATION IN YARD OF
 KE1525'HOUSE 3215 40TH TERRACE AS DESCRIBED. PROPERTY IS OCCUPIED BY MR.
 KE1525'JEFF JACOBS 3215 40TH TERRACE ST. JOSEPH, MO 64503 TEL 816/279-3209
 KE1525'DATE OF REPORT 05-15-1996
 KE1525
 KE1525                          STATION RECOVERY (1999)
 KE1525
 KE1525'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 KE1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1323 ***********************************************************************
 KE1323  DESIGNATION -  BLAKE
 KE1323  PID         -  KE1323
 KE1323  STATE/COUNTY-  MO/RAY
 KE1323  USGS QUAD   -  EXCELSIOR SPRINGS (1990)
 KE1323
 KE1323                         *CURRENT SURVEY CONTROL
 KE1323  ___________________________________________________________________
 KE1323* NAD 83(1997)-  39 16 07.08409(N)    094 11 34.57928(W)     ADJUSTED  
 KE1323* NAVD 88     -       250.     (meters)     820.     (feet)  VERTCON   
 KE1323  ___________________________________________________________________
 KE1323  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 KE1323  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1323
 KE1323  HORZ ORDER  -  SECOND
 KE1323
 KE1323.The horizontal coordinates were established by classical geodetic methods
 KE1323.and adjusted by the National Geodetic Survey in February 2000..
 KE1323
 KE1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1323
 KE1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1323
 KE1323.The geoid height was determined by GEOID03.
 KE1323
 KE1323;                    North         East     Units Scale Factor Converg.
 KE1323;SPC MO W     -   344,315.853   876,497.209   MT  0.99994982   +0 11 39.7
 KE1323;UTM  15      - 4,347,266.077   397,091.596   MT  0.99973039   -0 45 18.5
 KE1323
 KE1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1323!SPC MO W     -   0.99996588  x   0.99994982  =   0.99991571
 KE1323!UTM  15      -   0.99996588  x   0.99973039  =   0.99969628
 KE1323
 KE1323:                Primary Azimuth Mark                     Grid Az
 KE1323:SPC MO W     -  LITTLE BLUE 2                            216 26 38.0
 KE1323:UTM  15      -  LITTLE BLUE 2                            217 23 36.2
 KE1323
 KE1323|---------------------------------------------------------------------|
 KE1323| PID    Reference Object                     Distance      Geod. Az  |
 KE1323|                                                           dddmmss.s |
 KE1323| KE1354 LITTLE BLUE 2                       APPROX. 9.3 KM 2163817.7 |
 KE1323|---------------------------------------------------------------------|
 KE1323
 KE1323                          SUPERSEDED SURVEY CONTROL
 KE1323
 KE1323  NAD 83(1997)-  39 16 07.08422(N)    094 11 34.57966(W) AD(       ) 2
 KE1323  NAD 83(1986)-  39 16 07.09028(N)    094 11 34.57482(W) AD(       ) 2
 KE1323  NAD 27      -  39 16 07.08143(N)    094 11 33.76854(W) AD(       ) 2
 KE1323  NGVD 29 (07/19/86)  250.     (m)          820.     (f) VERT ANG       
 KE1323
 KE1323.Superseded values are not recommended for survey control.
 KE1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1323.See file dsdata.txt to determine how the superseded data were derived.
 KE1323
 KE1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9709247266(NAD 83)
 KE1323_MARKER: DD = SURVEY DISK
 KE1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1323+STABILITY: SURFACE MOTION
 KE1323
 KE1323  HISTORY     - Date     Condition        Report By
 KE1323  HISTORY     - 1974     MONUMENTED       USE
 KE1323  HISTORY     - 20000314 MARK NOT FOUND   DI
 KE1323
 KE1323                          STATION DESCRIPTION
 KE1323
 KE1323'DESCRIBED BY US ENGINEERS 1974
 KE1323'RAY, CO., MO., T-52-N, R-29-W, NEAR THE S.1/16 COR. BETWEEN
 KE1323'SECS. 31 AND 32, ON PUBLIC R/W OF GRAVEL ROAD.  UNDER 3 STRAND
 KE1323'BARBED WIRE FENCE 16 FT W. OF CENTERLINE OF GRAVEL ROAD.  A C OF E
 KE1323'DISC STAMPED BLAKE-1974 SET IN TOP OF A ROUND CONCRETE POST,
 KE1323'PROJECTING 4 IN ABOVE GROUND.
 KE1323'
 KE1323'TO REACH--
 KE1323'
 KE1323'FROM THE JUNCTION OF STATE HWY. 210 AND STATE ROAD O, GO 4.35
 KE1323'MILES NNE ON STATE ROAD O TO INTERSECTION OF GRAVEL ROAD LEFT.  GO
 KE1323'1.95 MILES ON GRAVEL ROAD (NNW) AND STATION LOCATION.
 KE1323'
 KE1323'REFERENCES--1.8 FT N. FO STEEL POST AND SIGN.
 KE1323'
 KE1323'2.0 FT S. TO STEEL POST AND SIGN.
 KE1323'
 KE1323'33.75 FT E. TO SHINER IN FENCE POST.
 KE1323'
 KE1323'46.90 FT NE. TO SHINER IN POWER POLE.
 KE1323
 KE1323                          STATION RECOVERY (2000)
 KE1323
 KE1323'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 2000 (DHH)
 KE1323'FOUND SHINER IN FENCE POST TO EAST AND SHINER IN POWER POLE TO NE.
 KE1323'STATION MARK APPEARS TO HAVE BEEN DESTROYED BY ROAD GRADING AND ROAD
 KE1323'WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1498 ***********************************************************************
 JC1498  DESIGNATION -  BLAND
 JC1498  PID         -  JC1498
 JC1498  STATE/COUNTY-  MO/GASCONADE
 JC1498  USGS QUAD   -  OWENSVILLE WEST (1981)
 JC1498
 JC1498                         *CURRENT SURVEY CONTROL
 JC1498  ___________________________________________________________________
 JC1498* NAD 83(1997)-  38 17 52.64474(N)    091 37 26.44367(W)     ADJUSTED  
 JC1498* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 JC1498  ___________________________________________________________________
 JC1498  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 JC1498  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JC1498
 JC1498  HORZ ORDER  -  SECOND
 JC1498
 JC1498.The horizontal coordinates were established by classical geodetic methods
 JC1498.and adjusted by the National Geodetic Survey in February 2000..
 JC1498
 JC1498.The orthometric height was scaled from a topographic map.
 JC1498
 JC1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1498
 JC1498.The geoid height was determined by GEOID03.
 JC1498
 JC1498;                    North         East     Units Scale Factor Converg.
 JC1498;SPC MO E     -   274,100.756   151,681.105   MT  1.00005234   -0 41 48.0
 JC1498;SPC MO C     -   273,866.058   576,623.418   MT  1.00000561   +0 32 34.5
 JC1498;UTM  15      - 4,239,770.294   620,320.341   MT  0.99977829   +0 51 10.3
 JC1498
 JC1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1498!SPC MO E     -   0.99995594  x   1.00005234  =   1.00000827
 JC1498!SPC MO C     -   0.99995594  x   1.00000561  =   0.99996155
 JC1498!UTM  15      -   0.99995594  x   0.99977829  =   0.99973424
 JC1498
 JC1498|---------------------------------------------------------------------|
 JC1498| PID    Reference Object                     Distance      Geod. Az  |
 JC1498|                                                           dddmmss.s |
 JC1498| CN5702 BLAND RM 1                           35.908 METERS 00753     |
 JC1498| JC1499 OWENSVILLE GEN CHEMICAL CO TK       APPROX.10.6 KM 0633135.7 |
 JC1498| CN5701 BLAND AZ MK                                        1553926.2 |
 JC1498| CN5703 BLAND RM 2                           26.037 METERS 16054     |
 JC1498| JC1501 BLAND MUNICIPAL TANK                APPROX. 1.2 KM 3035645.4 |
 JC1498| JC1504 BLAND INTL SHOE CO TANK             APPROX. 0.7 KM 3154615.4 |
 JC1498|---------------------------------------------------------------------|
 JC1498
 JC1498                          SUPERSEDED SURVEY CONTROL
 JC1498
 JC1498  NAD 83(1986)-  38 17 52.65863(N)    091 37 26.44518(W) AD(       ) 2
 JC1498  NAD 27      -  38 17 52.49600(N)    091 37 25.85700(W) AD(       ) 2
 JC1498
 JC1498.Superseded values are not recommended for survey control.
 JC1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1498.See file dsdata.txt to determine how the superseded data were derived.
 JC1498
 JC1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC2032039770(NAD 83)
 JC1498_MARKER: DS = TRIANGULATION STATION DISK
 JC1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1498
 JC1498  HISTORY     - Date     Condition        Report By
 JC1498  HISTORY     - 1947     MONUMENTED       CGS
 JC1498  HISTORY     - 1971     GOOD             NGS
 JC1498
 JC1498                          STATION DESCRIPTION
 JC1498
 JC1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1498'THE STATION IS LOCATED ABOUT 3/4 MILES SOUTHEAST OF BLAND, 0.1
 JC1498'MILE NORTHWEST OF THE JUNCTION OF STATE ROUTE 28 AND COUNTY ROUTE
 JC1498'B, 54 FEET NORTH OF THE RAILROAD TRACK, 25 FEET SOUTH OF THE
 JC1498'CENTERLINE OF A GRAVELLED ROAD, AND 7.5 FEET SOUTHEAST OF A
 JC1498'WITNESS POST.  THE DISK IS STAMPED BLAND 1947 AND PROJECTS
 JC1498'2 INCHES.
 JC1498'
 JC1498'REFERENCE MARK NO. 1 IS 117.81 FEET NORTH OF THE STATION, 16
 JC1498'FEET NORTHEAST OF THE GRAVELLED ROAD, 13 FEET EAST OF A 12
 JC1498'INCH OAK TREE, AND 6 INCHES NORTHEAST OF A FENCE.  THE DISK IS
 JC1498'STAMPED BLAND NO 1 1947 AND PROJECTS 2 INCHES.
 JC1498'
 JC1498'REFERENCE MARK NO. 2 IS 85.42 FEET SOUTH-SOUTHEAST OF THE STATION,
 JC1498'38 FEET SOUTH OF THE CENTERLINE OF THE GRAVELLED ROAD, 29 FEET
 JC1498'NORTH OF THE RAILROAD TRACKS, AND 13 FEET SOUTHWEST OF A TELEPHONE
 JC1498'POLE.  THE DISK IS STAMPED BLAND NO 2 1947 AND PROJECTS 6 INCHES.
 JC1498'
 JC1498'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE SOUTHEAST OF THE
 JC1498'STATION, 28 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROUTE B,
 JC1498'4 FEET NORTHWEST OF A POWER POLE, 1 FOOT EAST OF A FENCE, AND
 JC1498'2.5 FEET NORTHWEST OF A WITNESS POST.  THE DISK IS STAMPED BLAND
 JC1498'1947 AND PROJECTS 4 INCHES.
 JC1498'
 JC1498'TO REACH THE STATION FROM THE RAILROAD STATION IN BLAND, GO
 JC1498'EASTERLY ON STATE ROUTE 28 FOR 0.6 MILE TO THE JUNCTION OF COUNTY
 JC1498'ROUTE B.  TURN SHARP LEFT ON A GRAVELLED ROAD, CROSS THE
 JC1498'RAILROAD TRACKS, AND GO 0.1 MILE TO THE STATION ON THE LEFT AS
 JC1498'DESCRIBED.
 JC1498'
 JC1498'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE
 JC1498'HIGHWAY AND TAKE COUNTY ROUTE B FOR 0.05 MILE TO THE MARK ON THE
 JC1498'RIGHT AS DESCRIBED.
 JC1498'
 JC1498'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 JC1498
 JC1498                          STATION RECOVERY (1971)
 JC1498
 JC1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1498'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JC1498'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JC1498'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JC1498'RECOVERY.
 JC1498'
 JC1498'A METAL WITNESS POST WAS SET 1 FOOT SOUTH-SOUTHWEST OF THE STATION.
 JC1498'
 JC1498'A METAL WITNESS POST WAS SET 1 FOOT SOUTHEAST OF THE AZIMUTH MARK
 JC1498'AND THE MARK IS 2.5 FEET NORTH-NORTHWEST OF AN UNDERGROUND TELEPHONE
 JC1498'CABLE BOX.
 JC1498'
 JC1498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4 MILE
 JC1498'SOUTHEAST OF BLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1504 ***********************************************************************
 JC1504  DESIGNATION -  BLAND INTL SHOE CO TANK
 JC1504  PID         -  JC1504
 JC1504  STATE/COUNTY-  MO/GASCONADE
 JC1504  USGS QUAD   -  BELLE (1981)
 JC1504
 JC1504                         *CURRENT SURVEY CONTROL
 JC1504  ___________________________________________________________________
 JC1504* NAD 83(1997)-  38 18 09.60010(N)    091 37 47.38975(W)     ADJUSTED  
 JC1504* NAVD 88     -                                                        
 JC1504  ___________________________________________________________________
 JC1504  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 JC1504  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JC1504
 JC1504  HORZ ORDER  -  THIRD
 JC1504
 JC1504.The horizontal coordinates were established by classical geodetic methods
 JC1504.and adjusted by the National Geodetic Survey in February 2000..
 JC1504
 JC1504
 JC1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1504
 JC1504.The geoid height was determined by GEOID03.
 JC1504
 JC1504;                    North         East     Units Scale Factor Converg.
 JC1504;SPC MO E     -   274,629.750   151,178.540   MT  1.00005356   -0 42 01.2
 JC1504;SPC MO C     -   274,384.031   576,109.551   MT  1.00000465   +0 32 21.7
 JC1504;UTM  15      - 4,240,285.362   619,803.797   MT  0.99977676   +0 50 57.7
 JC1504
 JC1504                          SUPERSEDED SURVEY CONTROL
 JC1504
 JC1504  NAD 83(1986)-  38 18 09.61404(N)    091 37 47.39134(W) AD(       ) 4
 JC1504  NAD 27      -  38 18 09.45200(N)    091 37 46.80200(W) AD(       ) 3
 JC1504
 JC1504.Superseded values are not recommended for survey control.
 JC1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1504.See file dsdata.txt to determine how the superseded data were derived.
 JC1504
 JC1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC1980440285(NAD 83)
 JC1504_MARKER: 53 = ELEVATED TANK
 JC1504
 JC1504  HISTORY     - Date     Condition        Report By
 JC1504  HISTORY     - 1947     FIRST OBSERVED   CGS
 JC1504
 JC1504                          STATION DESCRIPTION
 JC1504
 JC1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1504'THE STATION IS LOCATED AT THE INTERNATIONAL SHOE CO. FACTORY
 JC1504'IN BLAND, 36 FEET SOUTH OF COUNTY ROUTE A, AND 16 FEET NORTH
 JC1504'OF THE NORTH SIDE OF THE FACTORY.  IT IS A 4 LEGGED STEEL
 JC1504'STRUCTURE, 24 FEET SQUARE AT THE BASE, AND APPROXIMATELY 90 FEET
 JC1504'HIGH.  IT IS BLACK IN COLOR.
 JC1504'
 JC1504'THE POINT INTERSECTED WAS THE STAND PIPE, WHERE IT ENTERS THE
 JC1504'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1501 ***********************************************************************
 JC1501  DESIGNATION -  BLAND MUNICIPAL TANK
 JC1501  PID         -  JC1501
 JC1501  STATE/COUNTY-  MO/GASCONADE
 JC1501  USGS QUAD   -  BELLE (1981)
 JC1501
 JC1501                         *CURRENT SURVEY CONTROL
 JC1501  ___________________________________________________________________
 JC1501* NAD 83(1997)-  38 18 13.75224(N)    091 38 06.24064(W)     ADJUSTED  
 JC1501* NAVD 88     -                                                        
 JC1501  ___________________________________________________________________
 JC1501  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 JC1501  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JC1501
 JC1501  HORZ ORDER  -  THIRD
 JC1501
 JC1501.The horizontal coordinates were established by classical geodetic methods
 JC1501.and adjusted by the National Geodetic Survey in February 2000..
 JC1501
 JC1501
 JC1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1501
 JC1501.The geoid height was determined by GEOID03.
 JC1501
 JC1501;                    North         East     Units Scale Factor Converg.
 JC1501;SPC MO E     -   274,763.386   150,722.096   MT  1.00005467   -0 42 13.0
 JC1501;SPC MO C     -   274,507.754   575,650.346   MT  1.00000379   +0 32 10.1
 JC1501;UTM  15      - 4,240,406.571   619,344.034   MT  0.99977541   +0 50 46.1
 JC1501
 JC1501                          SUPERSEDED SURVEY CONTROL
 JC1501
 JC1501  NAD 83(1986)-  38 18 13.76617(N)    091 38 06.24217(W) AD(       ) 4
 JC1501  NAD 27      -  38 18 13.60400(N)    091 38 05.65100(W) AD(       ) 3
 JC1501
 JC1501.Superseded values are not recommended for survey control.
 JC1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1501.See file dsdata.txt to determine how the superseded data were derived.
 JC1501
 JC1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC1934440407(NAD 83)
 JC1501_MARKER: 53 = ELEVATED TANK
 JC1501
 JC1501  HISTORY     - Date     Condition        Report By
 JC1501  HISTORY     - 1947     FIRST OBSERVED   CGS
 JC1501
 JC1501                          STATION DESCRIPTION
 JC1501
 JC1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1501'THE STATION IS LOCATED 3 BLOCKS WEST OF, AND 1-1/2 BLOCKS NORTH
 JC1501'OF, THE RAILROAD STATION, AND 60 FEET SOUTH OF THE SOUTHWEST
 JC1501'CORNER OF THE CITY HALL.  IT IS A 4 LEGGED STEEL STRUCTURE, 30
 JC1501'FEET SQUARE AT THE BASE, APPROX. 125 FEET HIGH, AND IS SILVER
 JC1501'IN COLOR.
 JC1501'
 JC1501'THE POINT INTERSECTED WAS THE STAND PIPE WHERE IT ENTERS THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2742 ***********************************************************************
 JD2742  DESIGNATION -  BLASER
 JD2742  PID         -  JD2742
 JD2742  STATE/COUNTY-  MO/JOHNSON
 JD2742  USGS QUAD   -  KNOB NOSTER (1981)
 JD2742
 JD2742                         *CURRENT SURVEY CONTROL
 JD2742  ___________________________________________________________________
 JD2742* NAD 83(1997)-  38 46 35.88534(N)    093 33 08.42339(W)     ADJUSTED  
 JD2742* NAVD 88     -       278.9    (meters)     915.     (feet)  VERTCON   
 JD2742  ___________________________________________________________________
 JD2742  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JD2742  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD2742
 JD2742  HORZ ORDER  -  SECOND
 JD2742
 JD2742.The horizontal coordinates were established by classical geodetic methods
 JD2742.and adjusted by the National Geodetic Survey in February 2000..
 JD2742.No horizontal observational check was made to the station.
 JD2742
 JD2742.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2742
 JD2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2742
 JD2742.The geoid height was determined by GEOID03.
 JD2742
 JD2742;                    North         East     Units Scale Factor Converg.
 JD2742;SPC MO W     -   290,080.850   932,345.848   MT  1.00002465   +0 35 36.7
 JD2742;SPC MO C     -   327,161.881   408,558.638   MT  1.00003626   -0 39 32.8
 JD2742;UTM  15      - 4,292,134.821   452,021.752   MT  0.99962835   -0 20 45.3
 JD2742
 JD2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2742!SPC MO W     -   0.99996138  x   1.00002465  =   0.99998603
 JD2742!SPC MO C     -   0.99996138  x   1.00003626  =   0.99999764
 JD2742!UTM  15      -   0.99996138  x   0.99962835  =   0.99958975
 JD2742
 JD2742                          SUPERSEDED SURVEY CONTROL
 JD2742
 JD2742  NAD 83(1997)-  38 46 35.88744(N)    093 33 08.42307(W) AD(       ) 2
 JD2742  NAD 83(1986)-  38 46 35.89370(N)    093 33 08.42306(W) AD(       ) 2
 JD2742  NAD 27      -  38 46 35.84917(N)    093 33 07.65622(W) AD(       ) 2
 JD2742  NGVD 29 (07/19/86)  278.8    (m)          915.     (f) VERT ANG       
 JD2742
 JD2742.Superseded values are not recommended for survey control.
 JD2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2742.See file dsdata.txt to determine how the superseded data were derived.
 JD2742
 JD2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC5202292135(NAD 83)
 JD2742_MARKER: DD = SURVEY DISK
 JD2742_SETTING: 66 = SET IN ROCK OUTCROP
 JD2742_SP_SET: SET IN BEDROCK
 JD2742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2742+STABILITY: POSITION/ELEVATION WELL
 JD2742
 JD2742  HISTORY     - Date     Condition        Report By
 JD2742  HISTORY     - 1968     MONUMENTED       USAF
 JD2742
 JD2742                          STATION DESCRIPTION
 JD2742
 JD2742'DESCRIBED BY US AIR FORCE 1968 (LFS)
 JD2742'LOCATED ON PROMINENT HILL ABOUT 1.0 MILES NORTH OF KNOB NOSTER,
 JD2742'IS A STANDARD AIR PHOTOGRAPHIC AND CHARTING SERVICE CONTROL STATION
 JD2742'DISK STAMPED BLASER 1967, SET IN BEDROCK WHICH IS FLUSH WITH THE
 JD2742'SURFACE OF THE GROUND.  THIS MARK WAS SET BY THE U.S. AIR FORCE.
 JD2742'
 JD2742'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JD2742'KNOB NOSTER 1882 1968, DISTANCE BEING 50.46 FEET, 15.380 METERS
 JD2742'NORTHWEST OF STATION KNOB NOSTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2470 ***********************************************************************
 JD2470  DESIGNATION -  BLOOMFIELD
 JD2470  PID         -  JD2470
 JD2470  STATE/COUNTY-  MO/CALLAWAY
 JD2470  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD2470
 JD2470                         *CURRENT SURVEY CONTROL
 JD2470  ___________________________________________________________________
 JD2470* NAD 83(1997)-  38 43 57.84131(N)    092 04 05.05711(W)     ADJUSTED  
 JD2470* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 JD2470  ___________________________________________________________________
 JD2470  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 JD2470  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JD2470
 JD2470  HORZ ORDER  -  SECOND
 JD2470
 JD2470.The horizontal coordinates were established by classical geodetic methods
 JD2470.and adjusted by the National Geodetic Survey in February 2000..
 JD2470
 JD2470.The orthometric height was scaled from a topographic map.
 JD2470
 JD2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2470
 JD2470.The geoid height was determined by GEOID03.
 JD2470
 JD2470;                    North         East     Units Scale Factor Converg.
 JD2470;SPC MO C     -   321,851.325   537,554.348   MT  0.99995069   +0 16 12.9
 JD2470;UTM  15      - 4,287,530.626   581,000.820   MT  0.99968079   +0 34 59.3
 JD2470
 JD2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2470!SPC MO C     -   0.99996429  x   0.99995069  =   0.99991498
 JD2470!UTM  15      -   0.99996429  x   0.99968079  =   0.99964509
 JD2470
 JD2470:                Primary Azimuth Mark                     Grid Az
 JD2470:SPC MO C     -  BLOOMFIELD AZ MK                         066 20 53.2
 JD2470:UTM  15      -  BLOOMFIELD AZ MK                         066 02 06.8
 JD2470
 JD2470|---------------------------------------------------------------------|
 JD2470| PID    Reference Object                     Distance      Geod. Az  |
 JD2470|                                                           dddmmss.s |
 JD2470| CN5704 BLOOMFIELD AZ MK                                   0663706.1 |
 JD2470| CN5705 BLOOMFIELD AZ MK 2                                 0664213.3 |
 JD2470| CN5706 BLOOMFIELD RM 1                      20.351 METERS 13818     |
 JD2470| CN5707 BLOOMFIELD RM 2                      12.123 METERS 24701     |
 JD2470|---------------------------------------------------------------------|
 JD2470
 JD2470                          SUPERSEDED SURVEY CONTROL
 JD2470
 JD2470  NAD 83(1986)-  38 43 57.85223(N)    092 04 05.06215(W) AD(       ) 2
 JD2470  NAD 27      -  38 43 57.69960(N)    092 04 04.38370(W) AD(       ) 2
 JD2470
 JD2470.Superseded values are not recommended for survey control.
 JD2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2470.See file dsdata.txt to determine how the superseded data were derived.
 JD2470
 JD2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC8100187531(NAD 83)
 JD2470_MARKER: DS = TRIANGULATION STATION DISK
 JD2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2470
 JD2470  HISTORY     - Date     Condition        Report By
 JD2470  HISTORY     - 1949     MONUMENTED       CGS
 JD2470  HISTORY     - 1968     GOOD             MOHC
 JD2470  HISTORY     - 1968     GOOD             CGS
 JD2470  HISTORY     - 1971     GOOD             NGS
 JD2470
 JD2470                          STATION DESCRIPTION
 JD2470
 JD2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2470'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF THE VILLAGE
 JD2470'OF BLOOMFIELD, ALONG THE NORTHWEST SIDE OF US HIGHWAY 54.  IT
 JD2470'IS 77 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 JD2470'34 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.5 FEET
 JD2470'EAST-NORTHEAST OF A POWERLINE POLE WITH TRANSFORMER AND 6 FEET
 JD2470'SOUTHEAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 JD2470'DISK IS STAMPED BLOOMFIELD 1949.
 JD2470'
 JD2470'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 31 FEET
 JD2470'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET WEST OF
 JD2470'THE CENTERLINE OF THE DRIVEWAY LEADING TO THE BARN AND 9.5
 JD2470'FEET NORTHWEST OF THE BARN LOT FENCE.  THE MARK PROJECTS 6
 JD2470'INCHES AND THE DISK IS STAMPED BLOOMFIELD NO 1 1949.
 JD2470'
 JD2470'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 39 FEET
 JD2470'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTHEAST
 JD2470'OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JD2470'BLOOMFIELD NO 2 1949.
 JD2470'
 JD2470'AZIMUTH MARK IS ABOUT 0.4 MILE EAST-NORTHEAST OF THE STATION,
 JD2470'39 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET
 JD2470'NORTHEAST OF A TELEPHONE POLE AND 4 FEET NORTHWEST OF THE WEST
 JD2470'GATE POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 JD2470'BLOOMFIELD 1949.
 JD2470'
 JD2470'TO REACH FROM THE INTERSECTION OF US HIGHWAY 54 AND COUNTY
 JD2470'ROUTE J IN THE EAST EDGE OF BLOOMFIELD, GO NORTHEAST ON HIGHWAY
 JD2470'54 FOR 1.25 MILES TO A HOUSE ON THE LEFT, BARN ON THE RIGHT
 JD2470'AND THE STATION AS DESCRIBED.
 JD2470'
 JD2470'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHEAST ON HIGHWAY
 JD2470'54 FOR 0.4 MILE TO THE MARK ON THE RIGHT AT DRIVEWAY.
 JD2470'
 JD2470'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JD2470
 JD2470                          STATION RECOVERY (1968)
 JD2470
 JD2470'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1968 (NP)
 JD2470'STATION MARK FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS
 JD2470'FOUND LYING ON GROUND.
 JD2470
 JD2470                          STATION RECOVERY (1968)
 JD2470
 JD2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JD2470'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 JD2470'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED
 JD2470'AND FOUND IN GOOD CONDITION BUT HAD BEEN HIT AND WAS OUT OF
 JD2470'ITS ORIGINAL POSITION.  THE ANGLE TO REFERENCE MARK NO. 2
 JD2470'MISSED THE 1949 OBSERVATION BY 5 FT 13 IN AND THE DISTANCE
 JD2470'FAILED TO CHECK BY -0.10 FEET.  THE AZIMUTH MARK WAS RECOVERED
 JD2470'BUT FOUND WITH THE TOP BROKEN OFF OF THE CONCRETE POST, THE
 JD2470'TOP WAS PUT ON THE OLD CONCRETE POST AND A NEW AZIMUTH MARK
 JD2470'WAS SET.
 JD2470'
 JD2470'FOLLOWING IS A NEW DESCRIPTION.
 JD2470'
 JD2470'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 JD2470'STATE ROAD J AT THE NORTHEAST SIDE OF NEW BLOOMFIELD, GO NORTHEAST
 JD2470'ON U.S. HIGHWAY 54 FOR 1.2 MILES TO A LARGE BARN ON THE RIGHT,
 JD2470'A BOARD GATE, AND THE STATION ON THE LEFT.  (CONTINUE NORTHEAST
 JD2470'ON U.S. HIGHWAY 54 FOR 0.3 MILE TO A DRIVEWAY LEADING TO A FARM
 JD2470'HOUSE AND THE AZIMUTH MARK ON THE RIGHT.)
 JD2470'
 JD2470'STATION MARK, A STANDARD DISK STAMPED BLOOMFIELD 1949, IS SET
 JD2470'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 JD2470'SURFACE OF THE GROUND.  IT IS 34 FEET NORTHWEST OF THE CENTER
 JD2470'OF U.S. HIGHWAY 54, 23 FEET SOUTH-SOUTHWEST OF A CORNER FENCE
 JD2470'POST, 6.5 FEET EAST-NORTHEAST OF A POWERLINE POLE WITH A
 JD2470'TRANSFORMER, 6 FEET SOUTHEAST OF A FENCE, AND 1 FOOT NORTHEAST
 JD2470'OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 JD2470'INSPECTED.
 JD2470'
 JD2470'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLOOMFIELD NO. 1
 JD2470'1949, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JD2470'4 INCHES.  IT IS 31 FEET SOUTHEAST OF THE CENTER OF U.S.
 JD2470'HIGHWAY 54, 11 FEET WEST OF THE CENTER OF THE DRIVEWAY LEADING
 JD2470'TO BARN, AND 10 FEET NORTHWEST OF THE BARN LOT FENCE.
 JD2470'
 JD2470'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLOOMFIELD NO. 2
 JD2470'1949, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JD2470'2 INCHES.  IT IS 61.5 FEET SOUTHWEST OF A CORNER FENCE POST,
 JD2470'39 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 54, AND 1.5
 JD2470'FEET SOUTHEAST OF A FENCE.
 JD2470'
 JD2470'AZIMUTH MARK, A STANDARD DISK STAMPED BLOOMFIELD 1949 1968,
 JD2470'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JD2470'3 INCHES.  IT IS 39 FEET SOUTHEAST OF THE CENTER OF U.S.
 JD2470'HIGHWAY 54, 28 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY,
 JD2470'3 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A POWERLINE
 JD2470'POLE, AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
 JD2470'
 JD2470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES
 JD2470'NORTHEAST OF BLOOMFIELD.
 JD2470
 JD2470                          STATION RECOVERY (1971)
 JD2470
 JD2470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2470'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JD2470'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1968 AND
 JD2470'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 JD2470'FOUND ADEQUATE FOR RECOVERY.
 JD2470'
 JD2470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.5
 JD2470'MILES NORTHEAST OF BLOOMFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3678 ***********************************************************************
 AI3678  HT_MOD      -  This is a Height Modernization Survey Station.
 AI3678  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI3678  DESIGNATION -  BLOOMFIELD CORS ARP
 AI3678  CORS_ID     -  BLMM
 AI3678  PID         -  AI3678
 AI3678  STATE/COUNTY-  MO/STODDARD
 AI3678  USGS QUAD   -  BLOOMFIELD (1979)
 AI3678
 AI3678                         *CURRENT SURVEY CONTROL
 AI3678  ___________________________________________________________________
 AI3678* NAD 83(CORS)-  36 52 47.19417(N)    089 58 21.07951(W)     ADJUSTED  
 AI3678* NAVD 88     -       130.35   (meters)     427.7    (feet)  GPS OBS   
 AI3678  ___________________________________________________________________
 AI3678  EPOCH DATE  -        2002.00
 AI3678  X           -       2,449.739 (meters)                     COMP
 AI3678  Y           -  -5,108,092.244 (meters)                     COMP
 AI3678  Z           -   3,806,790.455 (meters)                     COMP
 AI3678  ELLIP HEIGHT-         101.85  (meters)          (03/??/02) GPS OBS
 AI3678  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AI3678
 AI3678  HORZ ORDER  -  SPECIAL (CORS)
 AI3678  ELLP ORDER  -  SPECIAL (CORS)
 AI3678
 AI3678.ITRF positions are available for this station.
 AI3678.The coordinates were established by GPS observations
 AI3678.and adjusted by the National Geodetic Survey in March 2002..
 AI3678.The coordinates are valid at the epoch date displayed above.
 AI3678.The epoch date for horizontal control is a decimal equivalence
 AI3678.of Year/Month/Day.
 AI3678
 AI3678.The orthometric height was determined by GPS observations and a
 AI3678.high-resolution geoid model using precise GPS observation and
 AI3678.processing techniques.
 AI3678
 AI3678.The PID for the CORS L1 Phase Center is AI6543.
 AI3678
 AI3678.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI3678
 AI3678.The ellipsoidal height was determined by GPS observations
 AI3678.and is referenced to NAD 83.
 AI3678
 AI3678.The geoid height was determined by GEOID03.
 AI3678
 AI3678;                    North         East     Units Scale Factor Converg.
 AI3678;SPC MO E     -   116,241.352   297,022.561   MT  0.99996056   +0 18 59.6
 AI3678
 AI3678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3678!SPC MO E     -   0.99998402  x   0.99996056  =   0.99994458
 AI3678
 AI3678                          SUPERSEDED SURVEY CONTROL
 AI3678
 AI3678  NAD 83(CORS)-  36 52 47.19429(N)    089 58 21.07960(W) AD(1997.00) c
 AI3678  ELLIP H (08/??/00)  101.84   (m)                       GP(1997.00) c c
 AI3678  NAD 83(CORS)-  36 52 47.19395(N)    089 58 21.08123(W) AD(1997.00) c
 AI3678  ELLIP H (06/31/00)  101.84   (m)                       GP(1997.00) c c
 AI3678  NAD 83(CORS)-  36 52 47.19361(N)    089 58 21.07973(W) AD(1997.00) c
 AI3678  ELLIP H (03/??/00)  102.00   (m)                       GP(1997.00) c c
 AI3678
 AI3678.Superseded values are not recommended for survey control.
 AI3678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3678.See file dsdata.txt to determine how the superseded data were derived.
 AI3678
 AI3678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3506785662(NAD 83)
 AI3678_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI3678
 AI3678                          STATION DESCRIPTION
 AI3678
 AI3678'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI3678'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI3678'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI3678'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI3678'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI3678'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6543 ***********************************************************************
 AI6543  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI6543  DESIGNATION -  BLOOMFIELD CORS L1 PHASE CENTER
 AI6543  CORS_ID     -  BLMM
 AI6543  PID         -  AI6543
 AI6543  STATE/COUNTY-  MO/STODDARD
 AI6543  USGS QUAD   -  BLOOMFIELD (1979)
 AI6543
 AI6543                         *CURRENT SURVEY CONTROL
 AI6543  ___________________________________________________________________
 AI6543* NAD 83(CORS)-  36 52 47.19416(N)    089 58 21.07955(W)     ADJUSTED  
 AI6543* NAVD 88     -                                                        
 AI6543  ___________________________________________________________________
 AI6543  EPOCH DATE  -        2002.00
 AI6543  X           -       2,449.738 (meters)                     COMP
 AI6543  Y           -  -5,108,092.301 (meters)                     COMP
 AI6543  Z           -   3,806,790.496 (meters)                     COMP
 AI6543  ELLIP HEIGHT-         101.92  (meters)          (03/??/02) GPS OBS
 AI6543  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AI6543
 AI6543  HORZ ORDER  -  SPECIAL (CORS)
 AI6543  ELLP ORDER  -  SPECIAL (CORS)
 AI6543
 AI6543.ITRF positions are available for this station.
 AI6543.The coordinates were established by GPS observations
 AI6543.and adjusted by the National Geodetic Survey in March 2002..
 AI6543.The coordinates are valid at the epoch date displayed above.
 AI6543.The epoch date for horizontal control is a decimal equivalence
 AI6543.of Year/Month/Day.
 AI6543
 AI6543
 AI6543.The PID for the CORS ARP is AI3678.
 AI6543
 AI6543.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI6543
 AI6543.The ellipsoidal height was determined by GPS observations
 AI6543.and is referenced to NAD 83.
 AI6543
 AI6543.The geoid height was determined by GEOID03.
 AI6543
 AI6543;                    North         East     Units Scale Factor Converg.
 AI6543;SPC MO E     -   116,241.351   297,022.560   MT  0.99996056   +0 18 59.6
 AI6543
 AI6543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6543!SPC MO E     -   0.99998401  x   0.99996056  =   0.99994457
 AI6543
 AI6543                          SUPERSEDED SURVEY CONTROL
 AI6543
 AI6543  NAD 83(CORS)-  36 52 47.19428(N)    089 58 21.07964(W) AD(1997.00) c
 AI6543  ELLIP H (08/??/00)  101.91   (m)                       GP(1997.00) c c
 AI6543  NAD 83(CORS)-  36 52 47.19393(N)    089 58 21.08127(W) AD(1997.00) c
 AI6543  ELLIP H (06/31/00)  101.92   (m)                       GP(1997.00) c c
 AI6543  NAD 83(CORS)-  36 52 47.19359(N)    089 58 21.07977(W) AD(1997.00) c
 AI6543  ELLIP H (03/??/00)  102.07   (m)                       GP(1997.00) c c
 AI6543
 AI6543.Superseded values are not recommended for survey control.
 AI6543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6543.See file dsdata.txt to determine how the superseded data were derived.
 AI6543
 AI6543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3506785662(NAD 83)
 AI6543_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI6543
 AI6543                          STATION DESCRIPTION
 AI6543
 AI6543'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI6543'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI6543'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI6543'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI6543'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI6543'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1861 ***********************************************************************
 GD1861  DESIGNATION -  BLOOMFIELD MUNICIPAL TANK
 GD1861  PID         -  GD1861
 GD1861  STATE/COUNTY-  MO/STODDARD
 GD1861  USGS QUAD   -  BLOOMFIELD (1979)
 GD1861
 GD1861                         *CURRENT SURVEY CONTROL
 GD1861  ___________________________________________________________________
 GD1861* NAD 83(1997)-  36 53 07.91938(N)    089 55 49.04812(W)     ADJUSTED  
 GD1861* NAVD 88     -                                                        
 GD1861  ___________________________________________________________________
 GD1861  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 GD1861  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1861
 GD1861  HORZ ORDER  -  THIRD
 GD1861
 GD1861.The horizontal coordinates were established by classical geodetic methods
 GD1861.and adjusted by the National Geodetic Survey in February 2000..
 GD1861
 GD1861
 GD1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1861
 GD1861.The geoid height was determined by GEOID03.
 GD1861
 GD1861;                    North         East     Units Scale Factor Converg.
 GD1861;SPC MO E     -   116,901.837   300,783.503   MT  0.99996509   +0 20 31.0
 GD1861;UTM  16      - 4,086,184.570   238,851.810   MT  1.00044025   -1 45 35.3
 GD1861;UTM  15      - 4,086,575.517   773,576.400   MT  1.00052214   +1 50 37.1
 GD1861
 GD1861                          SUPERSEDED SURVEY CONTROL
 GD1861
 GD1861  NAD 83(1997)-  36 53 07.91992(N)    089 55 49.04789(W) AD(       ) 4
 GD1861  NAD 83(1997)-  36 53 07.92344(N)    089 55 49.04769(W) AD(       ) 4
 GD1861  NAD 83(1997)-  36 53 07.93003(N)    089 55 49.04456(W) AD(       ) 4
 GD1861  NAD 83(1986)-  36 53 07.93055(N)    089 55 49.04628(W) AD(       ) 4
 GD1861  NAD 27      -  36 53 07.74100(N)    089 55 48.73000(W) AD(       ) 3
 GD1861
 GD1861.Superseded values are not recommended for survey control.
 GD1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1861.See file dsdata.txt to determine how the superseded data were derived.
 GD1861
 GD1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3885286185(NAD 83)
 GD1861_MARKER: 53 = ELEVATED TANK
 GD1861
 GD1861  HISTORY     - Date     Condition        Report By
 GD1861  HISTORY     - 1930     FIRST OBSERVED   CGS
 GD1861  HISTORY     - 1938     GOOD             CGS
 GD1861  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GD1861
 GD1861                          STATION DESCRIPTION
 GD1861
 GD1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 GD1861'IN BLOOMFIELD, ONE BLOCK WEST OF COURTHOUSE.  STATION IS FINIAL OF
 GD1861'THE MUNICIPAL BLACK STEEL WATER TANK WHICH IS ABOUT 125 FEET HIGH.
 GD1861'
 GD1861'OBSERVED FROM TRIANGULATION STATIONS BELL 1930, POOR 1930 AND ROCK.
 GD1861
 GD1861                          STATION RECOVERY (1970)
 GD1861
 GD1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1861'THE TANK WAS FOUND TO HAVE BEEN TORN DOWN WITHIN THE PAST 2 YEARS AND
 GD1861'A NEW SPHERICAL TANK BUILT AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1627 ***********************************************************************
 JC1627  DESIGNATION -  BLOOMSDALE
 JC1627  PID         -  JC1627
 JC1627  STATE/COUNTY-  MO/STE GENEVIEVE
 JC1627  USGS QUAD   -  BLOOMSDALE (1993)
 JC1627
 JC1627                         *CURRENT SURVEY CONTROL
 JC1627  ___________________________________________________________________
 JC1627* NAD 83(1997)-  38 01 25.40592(N)    090 14 05.80666(W)     ADJUSTED  
 JC1627* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 JC1627  ___________________________________________________________________
 JC1627  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 JC1627  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 JC1627
 JC1627  HORZ ORDER  -  THIRD
 JC1627
 JC1627.The horizontal coordinates were established by classical geodetic methods
 JC1627.and adjusted by the National Geodetic Survey in February 2000..
 JC1627
 JC1627.The orthometric height was scaled from a topographic map.
 JC1627
 JC1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1627
 JC1627.The geoid height was determined by GEOID03.
 JC1627
 JC1627;                    North         East     Units Scale Factor Converg.
 JC1627;SPC MO E     -   243,098.481   273,271.286   MT  0.99994000   +0 09 47.8
 JC1627;SPC IL W     -   150,605.163   694,005.117   MT  0.99994162   -0 02 31.4
 JC1627;SPC IL W     -   494,110.44  2,276,915.12   sFT  0.99994162   -0 02 31.4
 JC1627;UTM  15      - 4,212,056.342   742,709.034   MT  1.00032558   +1 42 14.7
 JC1627
 JC1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1627!SPC MO E     -   0.99997535  x   0.99994000  =   0.99991535
 JC1627!SPC IL W     -   0.99997535  x   0.99994162  =   0.99991697
 JC1627!UTM  15      -   0.99997535  x   1.00032558  =   1.00030092
 JC1627
 JC1627|---------------------------------------------------------------------|
 JC1627| PID    Reference Object                     Distance      Geod. Az  |
 JC1627|                                                           dddmmss.s |
 JC1627| CI3028 BLOOMSDALE RM 2                      19.529 METERS 02308     |
 JC1627| CI3026 BLOOMSDALE AZ MK                                   1401137.5 |
 JC1627| CI3027 BLOOMSDALE RM 1                      19.418 METERS 31414     |
 JC1627|---------------------------------------------------------------------|
 JC1627
 JC1627                          SUPERSEDED SURVEY CONTROL
 JC1627
 JC1627  NAD 83(1997)-  38 01 25.40658(N)    090 14 05.80568(W) AD(       ) 3
 JC1627  NAD 83(1986)-  38 01 25.41700(N)    090 14 05.80327(W) AD(       ) 3
 JC1627  NAD 27      -  38 01 25.22100(N)    090 14 05.37700(W) AD(       ) 3
 JC1627
 JC1627.Superseded values are not recommended for survey control.
 JC1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1627.See file dsdata.txt to determine how the superseded data were derived.
 JC1627
 JC1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4270912056(NAD 83)
 JC1627_MARKER: DS = TRIANGULATION STATION DISK
 JC1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1627
 JC1627  HISTORY     - Date     Condition        Report By
 JC1627  HISTORY     - 1956     MONUMENTED       CGS
 JC1627  HISTORY     - 1964     GOOD             MOHC
 JC1627
 JC1627                          STATION DESCRIPTION
 JC1627
 JC1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1627'THE STATION IS LOCATED AIRLINE, ABOUT 10 MILES WEST-NORTHWEST OF
 JC1627'STE. GENEVIEVE AND ABOUT 1.3 MILES NORTHWEST OF BLOOMSDALE ALONG
 JC1627'THE NORTHEAST SIDE OF US HIGHWAY 61 AND IS ABOUT 28 FEET HIGHER
 JC1627'THAN THE HIGHWAY.
 JC1627'
 JC1627'THE STATION IS A STANDARD DISK STAMPED BLOOMSDALE 1956 SET IN TOP
 JC1627'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 JC1627'INCHES ABOVE THE GROUND.  IT IS 50 FEET NORTHEAST OF THE CENTER
 JC1627'LINE OF THE HIGHWAY AND 13 FEET EAST OF A WHITE WITNESS POST.
 JC1627'
 JC1627'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLOOMSDALE
 JC1627'NO. 1 1956 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 JC1627'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT 2 FEET HIGHER THAN
 JC1627'THE STATION.  IT IS 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 JC1627'HIGHWAY AND 24 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED
 JC1627'ROAD.
 JC1627'
 JC1627'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLOOMSDALE
 JC1627'NO. 2 1956 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 JC1627'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 JC1627'ELEVATION AS THE STATION.  IT IS 20 FEET NORTHEAST OF THE CENTER
 JC1627'LINE OF A GRAVELED ROAD.
 JC1627'
 JC1627'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLOOMSDALE 1956 SET
 JC1627'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS ABOUT FLUSH
 JC1627'WITH THE GROUND.  IT IS 50 FEET SOUTHWEST OF THE CENTER LINE OF
 JC1627'THE HIGHWAY AND 18 FEET SOUTHEAST OF A LARGE CEDAR TREE WITH A
 JC1627'TRIANGULAR BLAZE.
 JC1627'
 JC1627'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 AND
 JC1627'COUNTY ROUTE E IN BLOOMSDALE, GO NORTHWEST ON US HIGHWAY 61 FOR
 JC1627'1.1 MILES TO A CEDAR TREE WITH A TRIANGULAR BLAZE ON THE LEFT,
 JC1627'SOUTHWEST SIDE AND THE AZIMUTH MARK, CONTINUE NORTHWESTERLY ON
 JC1627'US HIGHWAY 61 FOR 0.2 MILE, TURN RIGHT OFF THE HIGHWAY AND FOLLOW
 JC1627'A GRAVELED ROAD NORTHWESTERLY ALONG THE SIDE OF THE HIGHWAY FOR
 JC1627'0.05 MILE TO A WHITE WITNESS POST ON THE LEFT, SOUTHEAST SIDE
 JC1627'AND THE STATION.
 JC1627
 JC1627                          STATION RECOVERY (1964)
 JC1627
 JC1627'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1964 (PEC)
 JC1627'STATION, RMS 1 AND 2, AZIMUTH MARK, WERE ALL RECOVERED IN GOOD
 JC1627'CONDITION, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1138 ***********************************************************************
 HD1138  DESIGNATION -  BLUE
 HD1138  PID         -  HD1138
 HD1138  STATE/COUNTY-  MO/WRIGHT
 HD1138  USGS QUAD   -  NORWOOD (1985)
 HD1138
 HD1138                         *CURRENT SURVEY CONTROL
 HD1138  ___________________________________________________________________
 HD1138* NAD 83(1997)-  37 06 24.58143(N)    092 27 40.31586(W)     ADJUSTED  
 HD1138* NAVD 88     -       512.2    (meters)    1680.     (feet)  VERTCON   
 HD1138  ___________________________________________________________________
 HD1138  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 HD1138  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 HD1138
 HD1138  HORZ ORDER  -  FIRST
 HD1138
 HD1138.The horizontal coordinates were established by classical geodetic methods
 HD1138.and adjusted by the National Geodetic Survey in February 2000..
 HD1138
 HD1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1138
 HD1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1138
 HD1138.The geoid height was determined by GEOID03.
 HD1138
 HD1138;                    North         East     Units Scale Factor Converg.
 HD1138;SPC MO C     -   141,308.143   503,448.688   MT  0.99993348   +0 01 24.3
 HD1138;UTM  15      - 4,106,859.078   547,873.449   MT  0.99962823   +0 19 30.2
 HD1138
 HD1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1138!SPC MO C     -   0.99992417  x   0.99993348  =   0.99985765
 HD1138!UTM  15      -   0.99992417  x   0.99962823  =   0.99955243
 HD1138
 HD1138|---------------------------------------------------------------------|
 HD1138| PID    Reference Object                     Distance      Geod. Az  |
 HD1138|                                                           dddmmss.s |
 HD1138| CN5717 BLUE RM 2                            16.545 METERS 01028     |
 HD1138| HD1137 BLUE AZ MK                          APPROX. 1.0 KM 0672721.1 |
 HD1138| CN5716 BLUE RM 1                            19.403 METERS 30352     |
 HD1138|---------------------------------------------------------------------|
 HD1138
 HD1138                          SUPERSEDED SURVEY CONTROL
 HD1138
 HD1138  NAD 83(1986)-  37 06 24.59214(N)    092 27 40.31467(W) AD(       ) 1
 HD1138  NAD 27      -  37 06 24.40238(N)    092 27 39.72343(W) AD(       ) 1
 HD1138  NGVD 29 (07/19/86)  512.0    (m)         1680.     (f) VERT ANG       
 HD1138
 HD1138.Superseded values are not recommended for survey control.
 HD1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1138.See file dsdata.txt to determine how the superseded data were derived.
 HD1138
 HD1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB4787306859(NAD 83)
 HD1138_MARKER: DS = TRIANGULATION STATION DISK
 HD1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1138_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1138+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 HD1138
 HD1138  HISTORY     - Date     Condition        Report By
 HD1138  HISTORY     - 1978     MONUMENTED       NGS
 HD1138  HISTORY     - 20040918 GOOD             GEOCAC
 HD1138
 HD1138                          STATION DESCRIPTION
 HD1138
 HD1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1138'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF NORWOOD,
 HD1138'3/4 MILE SOUTH OF U.S. HIGHWAY 60, IN THE SOUTHWEST 1/4
 HD1138'SECTION, 15, R 14 W, T 28 N,, ABOUT 100 YARDS SOUTHEAST OF
 HD1138'THE BLUESLIP LOOKOUT TOWER AND ON PROPERTY OF THE MISSOURI
 HD1138'STATE FORESTRY.
 HD1138'
 HD1138'TO REACH THE STATION FROM THE POST OFFICE IN NORWOOD, GO
 HD1138'NORTH ON COUNTY ROAD C FOR 0.25 MILE TO THE JUNCTION WITH
 HD1138'U.S. HIGHWAY 60. TURN LEFT AND GO WEST ON U.S. HIGHWAY 60
 HD1138'FOR 1.8 MILES TO A DRIVEWAY LEADING INTO FIELD AND THE AZIMUTH
 HD1138'MARK ON THE LEFT, CONTINUE WEST ON U.S. HIGHWAY 60 FOR 0.8
 HD1138'MILE TO A SIDE ROAD LEFT AND A SIGN ON THE RIGHT, BLUESLIP
 HD1138'LOOKOUT TOWER,. TURN LEFT AND GO SOUTH AND EAST ON A GRAVELED
 HD1138'ROAD FOR 0.55 MILE TO THE LOOKOUT TOWER AND THE STATION ABOUT
 HD1138'100 YARDS SOUTHEAST OF THE LOOKOUT TOWER.
 HD1138'
 HD1138'STATION MARKS, STAMPED---BLUE 1977---, ARE STANDARD DISKS. THE
 HD1138'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HD1138'CONCRETE WITH A METAL ROD EMBEDDED IN THE MONUMENT AND PROJECTS
 HD1138'2 INCHES ABOVE THE GROUND SURFACE. IT IS 11.0 FEET EAST OF A
 HD1138'6-INCH WALNUT TREE, 9.0 FEET NORTH OF A METAL WITNESS POST AND
 HD1138'9.0 FEET WEST OF AN 8-INCH WALNUT TREE. THE UNDERGROUND DISK IS
 HD1138'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 HD1138'THE GROUND SURFACE.
 HD1138'
 HD1138'REFERENCE MARK 1, STAMPED---BLUE NO 1 1977---, A STANDARD DISK,
 HD1138'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HD1138'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS 48 FEET
 HD1138'NORTH OF A FENCE, 23.0 FEET SOUTH OF A STONE WALKWAY AND 2.4
 HD1138'FEET SOUTHEAST OF A METAL WITNESS POST.
 HD1138'
 HD1138'REFERENCE MARK 2, STAMPED---BLUE NO 2 1977---, A STANDARD DISK,
 HD1138'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HD1138'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS 63.8 FEET
 HD1138'NORTH OF A FENCE, 6.5 FEET SOUTHEAST OF A DOUBLE TRUNK WALNUT
 HD1138'TREE AND 4.0 FEET WEST OF AN 8-INCH WALNUT TREE.
 HD1138'
 HD1138'AZIMUTH MARKS, STAMPED---BLUE 1977---, ARE STANDARD DISKS. THE
 HD1138'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HD1138'CONCRETE MONUMENT WITH A METAL ROD EMBEDDED IN THE TOP. IT IS
 HD1138'80 FEET WEST OF A FIELD DRIVEWAY AND METAL GATE, 58.0 FEET
 HD1138'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 60 AND 3.0 FEET NORTH
 HD1138'OF A METAL WITNESS POST AND FENCELINE.
 HD1138'
 HD1138'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.41 METERS.
 HD1138
 HD1138                          STATION RECOVERY (2004)
 HD1138
 HD1138'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 HD1138'STATION AND REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1236 ***********************************************************************
 HD1236  DESIGNATION -  BLUE
 HD1236  PID         -  HD1236
 HD1236  STATE/COUNTY-  MO/POLK
 HD1236  USGS QUAD   -  HALF WAY (1961)
 HD1236
 HD1236                         *CURRENT SURVEY CONTROL
 HD1236  ___________________________________________________________________
 HD1236* NAD 83(1997)-  37 35 14.90438(N)    093 11 11.87654(W)     ADJUSTED  
 HD1236* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 HD1236  ___________________________________________________________________
 HD1236  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 HD1236  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 HD1236
 HD1236  HORZ ORDER  -  FIRST
 HD1236
 HD1236.The horizontal coordinates were established by classical geodetic methods
 HD1236.and adjusted by the National Geodetic Survey in February 2000..
 HD1236
 HD1236.The orthometric height was scaled from a topographic map.
 HD1236
 HD1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1236
 HD1236.The geoid height was determined by GEOID03.
 HD1236
 HD1236;                    North         East     Units Scale Factor Converg.
 HD1236;SPC MO C     -   194,869.541   439,358.793   MT  0.99997861   -0 25 07.8
 HD1236;UTM  15      - 4,160,062.317   483,522.806   MT  0.99960334   -0 06 49.8
 HD1236
 HD1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1236!SPC MO C     -   0.99994115  x   0.99997861  =   0.99991976
 HD1236!UTM  15      -   0.99994115  x   0.99960334  =   0.99954451
 HD1236
 HD1236|---------------------------------------------------------------------|
 HD1236| PID    Reference Object                     Distance      Geod. Az  |
 HD1236|                                                           dddmmss.s |
 HD1236| CN5710 BLUE RM 1                            58.579 METERS 01705     |
 HD1236| CN5708 BLUE AZ MK                                         0213106.7 |
 HD1236| HD1233 BUFFALO MUNICIPAL WATER TOWER       APPROX.10.6 KM 0523302.1 |
 HD1236| HD1232 BUFFALO COURTHOUSE DOME             APPROX.10.4 KM 0531551.8 |
 HD1236| CN5711 BLUE RM 2                            29.154 METERS 28116     |
 HD1236| CN5709 BLUE AZ MK RESET                                   3231250.7 |
 HD1236|---------------------------------------------------------------------|
 HD1236
 HD1236                          SUPERSEDED SURVEY CONTROL
 HD1236
 HD1236  NAD 83(1997)-  37 35 14.90897(N)    093 11 11.87714(W) AD(       ) 1
 HD1236  NAD 83(1986)-  37 35 14.91596(N)    093 11 11.87602(W) AD(       ) 1
 HD1236  NAD 27      -  37 35 14.77400(N)    093 11 11.19800(W) AD(       ) 1
 HD1236
 HD1236.Superseded values are not recommended for survey control.
 HD1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1236.See file dsdata.txt to determine how the superseded data were derived.
 HD1236
 HD1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8352360062(NAD 83)
 HD1236_MARKER: DS = TRIANGULATION STATION DISK
 HD1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1236
 HD1236  HISTORY     - Date     Condition        Report By
 HD1236  HISTORY     - 1928     MONUMENTED       CGS
 HD1236  HISTORY     - 1939     GOOD             CGS
 HD1236  HISTORY     - 1960     GOOD             CGS
 HD1236  HISTORY     - 1966     GOOD             CGS
 HD1236  HISTORY     - 1972     GOOD             MJH
 HD1236
 HD1236                          STATION DESCRIPTION
 HD1236
 HD1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 HD1236'ABOUT 3-1/2 MILES SOUTH AND 4-1/4 MILES WEST OF BUFFALO, ONE-HALF
 HD1236'MILE WEST OF THE DALLAS-POLK COUNTY LINE, NEAR WEST SIDE CENTER
 HD1236'OF SOUTHEAST QUARTER OF SEC. 13, T. 33 N., R. 21 W., ON HIGHEST
 HD1236'PART OF BARE HILL LOCALLY KNOWN AS BLUE MOUND, 10.4 METERS (34
 HD1236'FEET) SOUTHEAST OF LARGE THORN BUSH ON TOP OF HILL, AND 29.3
 HD1236'METERS (96 FEET) EAST OF NORTH-SOUTH FENCE.  SURFACE AND
 HD1236'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 HD1236'UPPER MARK PROJECTS ABOUT 4 INCHES.  LOWER MARK IS 5 FEET
 HD1236'BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD
 HD1236'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 1.8 METERS (6
 HD1236'FEET) SOUTHEAST OF MOST SOUTHEASTERLY OF TWO LARGE THORN BUSHES,
 HD1236'AND 58.6 METERS (192 FEET) FROM STATION N 17 DEG 05 MIN E.
 HD1236'NO. 2 IS 0.2 METER (0.7 FOOT) EAST OF NORTH-SOUTH
 HD1236'FENCE NEAR TOP OF HILL, AND 29.14 METERS (95.6 FEET) FROM
 HD1236'STATION N 78 DEG 45 MIN W. 15 MIN.
 HD1236
 HD1236                          STATION RECOVERY (1939)
 HD1236
 HD1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1236'STATION WAS RECOVERED AS DESCRIBED BY E.O.H. IN 1928 AND ALL THE
 HD1236'MARKS FOUND IN GOOD CONDITION.  THE MEASUREMENTS TO THE MARKS
 HD1236'WERE CHECKED IN THE FIELD AND THE VALUES HEREIN SHOULD BE ACCEPTED
 HD1236'AS CORRECT.
 HD1236'
 HD1236'ABOUT 3-1/2 MILES SOUTH AND 4-1/2 MILES WEST OF BUFFALO, 1/2
 HD1236'MILE WEST OF THE DALLAS-POLK COUNTY LINE, NEAR THE WEST SIDE
 HD1236'CENTER OF THE SOUTHEAST QUARTER OF SEC. 13, T. 33 N., R. 21 W.,
 HD1236'ON THE HIGHEST PART OF A BRUSH-COVERED HILL LOCALLY KNOWN AS BLUE
 HD1236'MOUND, 96 FEET EAST OF A NORTH-SOUTH FENCE LINE.  MARK IS STAMPED
 HD1236'BLUE 1928 AND PROJECTS 4 INCHES ABOVE GROUND.
 HD1236'
 HD1236'TO REACH FROM THE COURTHOUSE SQUARE IN BUFFALO, GO SOUTH AND
 HD1236'WEST FOR 0.8 MILE ON STATE HIGHWAY 64 TO THE JUNCTION OF STATE
 HD1236'HIGHWAY 64 AND U.S. HIGHWAY 65, TURN LEFT AND GO SOUTH 2.0
 HD1236'MILES ON U.S. HIGHWAY 65 TO A CROSS ROAD, TURN RIGHT (WEST) ON
 HD1236'A GRAVELED ROAD AND GO 2.55 MILES TO A CHURCH AND CEMETERY, TURN
 HD1236'LEFT AND GO SOUTH FOR 0.5 MILE, THEN TURN RIGHT (WEST) AND GO
 HD1236'1.0 MILE TO A T-ROAD, TURN LEFT AND GO SOUTH FOR 0.5 MILE,
 HD1236'TURN RIGHT (WEST) AND GO 0.1 MILE TO A FARMHOUSE ON THE SOUTH
 HD1236'OF THE ROAD, GO THROUGH A GATE JUST WEST OF THE FARMHOUSE AND
 HD1236'FOLLOW THE FARM LANE SOUTH FOR 0.5 MILE TO WHERE THE LANE
 HD1236'TURNS WEST, GO WEST FOR 0.1 MILE TO A WIRE GATE LEADING
 HD1236'INTO A PASTURE, GO THROUGH THE GATE AND GO SOUTHWEST ACROSS
 HD1236'THE PASTURE FOR 0.2 MILE TO THE TOP OF THE HILL AND THE
 HD1236'STATION.
 HD1236'
 HD1236'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HD1236'BRONZE DISKS SET IN CONCRETE.
 HD1236'
 HD1236'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, IS STAMPED BLUE
 HD1236'NO. 1, 1928 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 HD1236'
 HD1236'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION IN AN
 HD1236'EAST-WEST FENCE LINE, IS STAMPED BLUE NO. 2, 1928 AND PROJECTS
 HD1236'4 INCHES ABOVE GROUND.
 HD1236'
 HD1236'AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, IN AN EAST-WEST
 HD1236'FENCE LINE, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IS
 HD1236'STAMPED BLUE 1939 AND PROJECTS 4 INCHES ABOVE GROUND.
 HD1236'
 HD1236'TO REACH AZIMUTH MARK FROM THE FARM HOUSE BY A LANE LEADING TO
 HD1236'THE STATION, GO EAST FOR 0.1 MILE, THEN NORTH FOR 0.5 MILE,
 HD1236'THEN TURN RIGHT (EAST) AND PROCEED 0.1 MILE TO THE MARK ON THE
 HD1236'SOUTH SIDE OF THE ROAD.
 HD1236'
 HD1236'ALL THE MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS
 HD1236'PROJECTING 2-1/2 FEET ABOVE GROUND.
 HD1236'
 HD1236'A 37-FOOT TOWER WILL CLEAR ALL LINES.
 HD1236
 HD1236                          STATION RECOVERY (1960)
 HD1236
 HD1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1236'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 HD1236'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 HD1236'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IT IS BELIEVED
 HD1236'THAT IT HAS BEEN DESTROYED.  THE DIRECTIONS TO THE REFERENCE
 HD1236'MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS
 HD1236'VERIFIED.  A DISCREPANCY OF 0.21 METER (LONGER DISTANCE) TO
 HD1236'REFERENCE MARK NO. 1 WAS OBTAINED.
 HD1236'
 HD1236'THE TO REACH THE STATION WAS ENTIRELY ADEQUATE.
 HD1236'
 HD1236'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 HD1236'
 HD1236'FOLLOWING IS A NEW DESCRIPTION FOR THE AZIMUTH MARK.
 HD1236'
 HD1236'TO REACH THE AZIMUTH MARK FROM THE R.E. MC KENZIE RESIDENCE, GO
 HD1236'WEST ON A GRAVEL ROAD FOR 0.9 MILE TO THE JUNCTION OF COUNTY
 HD1236'ROUTE FF.  CONTINUE STRAIGHT AHEAD ON ROUTE FF FOR 0.1 MILE
 HD1236'TO THE AZIMUTH MARK ON THE RIGHT.
 HD1236'
 HD1236'AZIMUTH MARK, A STANDARD DISK STAMPED BLUE 1928 RESET 1959, IS
 HD1236'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 21
 HD1236'FEET NORTH OF THE CENTER OF ROUTE FF, 3 FEET EAST OF A POWER
 HD1236'POLE, 10 FEET SOUTH OF AN EAST-WEST FENCE AND 2 FEET WEST OF A
 HD1236'METAL WITNESS POST.
 HD1236'
 HD1236'NOTE- THE STATION IS ON THE PROPERTY OF MR. R.E. MC KENZIE WHO
 HD1236'LIVES IN THE FARMHOUSE (ABOUT 0.7 MILE NORTHEAST OF THE STATION)
 HD1236'MENTIONED IN THE ORIGINAL DESCRIPTION.  A STANDARD METAL WITNESS
 HD1236'POST WAS SET 2.7 FEET WEST OF THE STATION MARK.
 HD1236'
 HD1236'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TENSION.
 HD1236
 HD1236                          STATION RECOVERY (1966)
 HD1236
 HD1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 HD1236'A REPORT WAS RECEIVED THAT THE AZIMUTH MARK FOR THIS STATION HAD
 HD1236'BEEN DESTROYED.  UPON INVESTIGATION IT WAS FOUND THAT THE MARK
 HD1236'RECOVERED IN A DITCH WAS THE ORIGINAL AZIMUTH MARK.  THIS MARK HAD
 HD1236'BEEN REPLACED IN 1960 AS THE ORIGINAL MARK WAS NOT RECOVERED AT
 HD1236'THAT TIME.  THE 1960 AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD
 HD1236'CONDITION.  THE STATION SITE WAS NOT VISITED DUE TO WET
 HD1236'GROUND BUT THE LAND OWNER REPORTED THAT THE MARKS HAD BEEN
 HD1236'RECOVERED RECENTLY.
 HD1236'
 HD1236'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--
 HD1236'
 HD1236'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 HD1236'STATE HIGHWAY 32, ABOUT 1 MILE WEST OF BUFFALO, GO SOUTH ON U.S. 65
 HD1236'FOR 2.0 MILES TO CROSSROADS, TURN RIGHT AND GO WEST FOR 2.6 MILES
 HD1236'TO A T-INTERSECTION AT A CHURCH AND CEMETERY, TURN LEFT AND GO
 HD1236'SOUTH FOR 0.25 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO WEST FOR
 HD1236'1.0 MILE TO A T-INTERSECTION, TURN LEFT AND GO SOUTH FOR 0.45
 HD1236'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.1 MILE TO
 HD1236'A HOUSE ON LEFT, GO THROUGH GATE WEST OF FARMHOUSE AND
 HD1236'FOLLOW FARM LANE SOUTH FOR 0.5 MILE TO WHERE LANE TURNS WEST, GO
 HD1236'WEST 0.1 MILE TO A WIRE GATE LEADING INTO PASTURE, GO SOUTHWEST
 HD1236'FOR 0.2 MILE TO TOP OF HILL AND STATION.
 HD1236
 HD1236                          STATION RECOVERY (1972)
 HD1236
 HD1236'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1972 (ATL)
 HD1236'BLUE 1928 RECOVERED GOOD.
 HD1236'
 HD1236'BLUE RM 2 RECOVERED GOOD.
 HD1236'
 HD1236'BLUE AZIMUTH MARK RESET 1928 1959 RECOVERED GOOD.
 HD1236'
 HD1236'DID NOT LOOK FOR RM NO. 1.
 HD1236'
 HD1236'HILL IS COVERED WITH TREES - NOTHING IS V.G.
 HD1236'
 HD1236'CANNOT DRIVE TO STATION (LAND OWNER SHIP HAS CHANGED.)
 HD1236'
 HD1236'DISTANCE AND DIRECTION FROM NEAREST TOWN--SW FROM BUFFALO, MO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2691 ***********************************************************************
 JD2691  DESIGNATION -  BLUE
 JD2691  PID         -  JD2691
 JD2691  STATE/COUNTY-  MO/BENTON
 JD2691  USGS QUAD   -  WARSAW EAST (1982)
 JD2691
 JD2691                         *CURRENT SURVEY CONTROL
 JD2691  ___________________________________________________________________
 JD2691* NAD 83(1997)-  38 12 11.64503(N)    093 19 21.96253(W)     ADJUSTED  
 JD2691* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 JD2691  ___________________________________________________________________
 JD2691  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 JD2691  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JD2691
 JD2691  HORZ ORDER  -  SECOND
 JD2691
 JD2691.The horizontal coordinates were established by classical geodetic methods
 JD2691.and adjusted by the National Geodetic Survey in February 2000..
 JD2691
 JD2691.The orthometric height was scaled from a topographic map.
 JD2691
 JD2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2691
 JD2691.The geoid height was determined by GEOID03.
 JD2691
 JD2691;                    North         East     Units Scale Factor Converg.
 JD2691;SPC MO C     -   263,309.456   427,938.425   MT  0.99999726   -0 30 31.9
 JD2691;SPC MO W     -   226,662.518   953,108.888   MT  1.00007206   +0 43 41.3
 JD2691;UTM  15      - 4,228,413.955   471,740.237   MT  0.99960984   -0 11 58.6
 JD2691
 JD2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2691!SPC MO C     -   0.99995935  x   0.99999726  =   0.99995661
 JD2691!SPC MO W     -   0.99995935  x   1.00007206  =   1.00003140
 JD2691!UTM  15      -   0.99995935  x   0.99960984  =   0.99956920
 JD2691
 JD2691|---------------------------------------------------------------------|
 JD2691| PID    Reference Object                     Distance      Geod. Az  |
 JD2691|                                                           dddmmss.s |
 JD2691| AI9047 BLUE RM 1                            26.603 METERS 06720     |
 JD2691| JD2689 DUROC                               APPROX. 9.2 KM 0810739.1 |
 JD2691| JD1310 K 35                                 11.183 METERS 15053     |
 JD2691| CN5712 BLUE AZ MK                                         1824609.1 |
 JD2691| JD2695 WARSAW MUNICIPAL TANK               APPROX. 6.9 KM 3103332.8 |
 JD2691|---------------------------------------------------------------------|
 JD2691
 JD2691                          SUPERSEDED SURVEY CONTROL
 JD2691
 JD2691  NAD 83(1997)-  38 12 11.65124(N)    093 19 21.96196(W) AD(       ) 2
 JD2691  NAD 83(1997)-  38 12 11.65525(N)    093 19 21.96169(W) AD(       ) 2
 JD2691  NAD 83(1986)-  38 12 11.65517(N)    093 19 21.96210(W) AD(       ) 2
 JD2691  NAD 27      -  38 12 11.55800(N)    093 19 21.22900(W) AD(       ) 2
 JD2691
 JD2691.Superseded values are not recommended for survey control.
 JD2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2691.See file dsdata.txt to determine how the superseded data were derived.
 JD2691
 JD2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC7174028414(NAD 83)
 JD2691_MARKER: DS = TRIANGULATION STATION DISK
 JD2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2691_STAMPING: BLUE 1948
 JD2691_MARK LOGO: CGS   
 JD2691_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JD2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2691+STABILITY: SURFACE MOTION
 JD2691
 JD2691  HISTORY     - Date     Condition        Report By
 JD2691  HISTORY     - 1948     MONUMENTED       CGS
 JD2691  HISTORY     - 1963     GOOD             CGS
 JD2691  HISTORY     - 1966     GOOD             CGS
 JD2691  HISTORY     - 1980     GOOD             NGS
 JD2691  HISTORY     - 19800101 GOOD             NGS
 JD2691
 JD2691                          STATION DESCRIPTION
 JD2691
 JD2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2691'THE STATION IS LOCATED ABOUT 3.0 MILES EAST AND 2.5 MILES
 JD2691'SOUTH OF WARSAW, 150.0 FEET SOUTHEAST OF A FARM HOUSE, 49.5 FEET
 JD2691'WEST OF THE CENTER OF U.S. HIGHWAY NO. 65, 43 FEET NORTH OF THE
 JD2691'CENTER OF A BOARD GATE, AND 9.0 FEET WEST OF A FENCE.  IT IS
 JD2691'SET FLUSH WITH THE GROUND AND IS STAMPED BLUE 1948.
 JD2691'
 JD2691'REFERENCE MARK NO. 1 IS 26.0 FEET EAST OF THE CENTER OF U.S.
 JD2691'HIGHWAY NO. 65 AND 20.0 FEET NORTH OF A TELEPHONE POLE.  IT IS
 JD2691'SET FLUSH WITH THE GROUND AND IS STAMPED BLUE NO 1 1948.
 JD2691'
 JD2691'REFERENCE MARK NO. 2 (USC AND GS BM K 35 1934) IS A STANDARD
 JD2691'BENCH MARK DISK SET IN THE TOP OF A TEN INCH SQUARE CONCRETE
 JD2691'POST THAT PROJECTS 3 INCHES.  IT IS 28.0 FEET WEST OF CENTER OF
 JD2691'U.S. HIGHWAY NO. 65 AND 16.0 FEET NORTHEAST OF THE CENTER OF A
 JD2691'BOARD GATE.  IT IS STAMPED K 35 1934.
 JD2691'
 JD2691'AZIMUTH MARK IS 30.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 JD2691'NO. 65, 1.0 FOOT EAST OF A NORTH-SOUTH FENCE, AND 1.0 FOOT NORTH
 JD2691'OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED BLUE
 JD2691'1948.
 JD2691'
 JD2691'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 JD2691'SQUARE IN WARSAW, GO NORTHEAST ON STATE HIGHWAY NO. 35 FOR 1.5
 JD2691'MILES TO U.S. HIGHWAY NO. 65, TURN RIGHT ON U.S. HIGHWAY NO. 65
 JD2691'AND GO 2.55 MILE TO THE JUNCTION OF U.S. HIGHWAY NO. 65 AND STATE
 JD2691'HIGHWAY NO. 83, CONTINUE ON U.S. HIGHWAY NO. 65 FOR 2.25 MILES
 JD2691'TO THE STATION ON THE RIGHT AS DESCRIBED.
 JD2691'
 JD2691'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 JD2691'HIGHWAY NO. 65 FOR 0.25 MILE TO THE MARK ON THE RIGHT AS
 JD2691'DESCRIBED.
 JD2691'
 JD2691'AN 87 FOOT SIGNAL AT DUROC IS VISIBLE AT 50 FEET.
 JD2691'
 JD2691'A 100 FOOT SIGNAL AT SORY 1928 IS VISIBLE AT 50 FEET.
 JD2691'
 JD2691'A 74 FOOT SIGNAL AT ICONIUM IS VISIBLE AT 64 FEET.
 JD2691'
 JD2691'A 100 FOOT SIGNAL AT FINEY IS VISIBLE AT 50 FEET.
 JD2691'
 JD2691'AN 87 FOOT SIGNAL AT BAILEY IS VISIBLE AT 50 FEET.
 JD2691'
 JD2691'AN 87 FOOT SIGNAL AT GRAND IS VISIBLE AT 50 FEET.
 JD2691'
 JD2691'A 74 FOOT SIGNAL AT SAW IS VISIBLE AT 50 FEET.
 JD2691'
 JD2691'AN 87 FOOT SIGNAL AT LINCOLN IS VISIBLE AT 50 FEET.
 JD2691'
 JD2691'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2691
 JD2691                          STATION RECOVERY (1963)
 JD2691
 JD2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 JD2691'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.  A
 JD2691'NEW TO REACH FOLLOWS.
 JD2691'
 JD2691'TO REACH FROM THE SOUTH END OF THE BRIDGE OVER THE LAKE OF THE
 JD2691'OZARKS, AT THE SOUTHEAST PART OF WARSAW, GO SOUTH ON U.S.
 JD2691'HIGHWAY 65 FOR 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 65
 JD2691'AND STATE HIGHWAY 83.  CONTINUE SOUTHERLY ON U.S. HIGHWAY 65
 JD2691'FOR 2.15 MILES TO THE TOP OF HILL AND STATION ON RIGHT.
 JD2691
 JD2691                          STATION RECOVERY (1966)
 JD2691
 JD2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JD2691'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JD2691'(BENCH MARK K 35 1934) WERE RECOVERED AND FOUND IN GOOD
 JD2691'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  THE DISK
 JD2691'WAS RECOVERED.  NO OBJECTS VISIBLE FROM THE STATION SO A NEW
 JD2691'AZIMUTH MARK COULD NOT BE SET.
 JD2691'
 JD2691'THE 1963 TO REACH THE STATION WAS FOUND ADEQUATE FOR RECOVERY.
 JD2691'
 JD2691'FOLLOWING ARE NOTES FOR THE MARKS.
 JD2691'
 JD2691'THE STATION IS 150 FEET SOUTHEAST OF A FARMHOUSE, 49.5 FEET
 JD2691'WEST OF THE CENTERLINE OF U.S. HIGHWAY 65, 68.5 FEET
 JD2691'SOUTH-SOUTHWEST OF THE SOUTH END OF A BOARD GATE, 12 FEET WEST
 JD2691'OF A METAL WITNESS POST SET AT THE EAST SIDE OF A NORTH-SOUTH
 JD2691'FENCE, AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 JD2691'
 JD2691'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE CENTERLINE OF
 JD2691'U.S. HIGHWAY 65 AND 21.5 FEET NORTH-NORTHWEST OF THE TELEPHONE
 JD2691'POLE, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JD2691'
 JD2691'REFERENCE MARK NO. 2 (BENCH MARK K 35 1934) IS 28 FEET WEST
 JD2691'OF THE CENTERLINE OF U.S. HIGHWAY 65, 6 FEET EAST OF THE
 JD2691'NORTH-SOUTH FENCE, AND PROJECTS 5 INCHES.
 JD2691
 JD2691                          STATION RECOVERY (1980)
 JD2691
 JD2691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JD2691'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 JD2691'CONDITION.  BENCH MARK K 35 WAS RECOVERED IN VERY POOR CONDITION.  IT
 JD2691'HAS BEEN STRUCK BY A LARGE ROTARY MOWER AND ABOUT 1/2 OF THE
 JD2691'MONUMENT ABOVE THE GROUND HAS BEEN BROKEN AWAY AND ONLY A VERY
 JD2691'SMALL PORTION OF THE DISK REMAINS.  THE AZIMUTH HAS BEEN
 JD2691'DESTROYED.  REFERENCE MARK 3 AND A NEW AZIMUTH HAVE BEEN
 JD2691'ESTABLISHED.  THE DIRECTION TO REFERENCE MARK 1 WAS 6 SECONDS
 JD2691'LARGER THAN 1948 DATA AND THE DISTANCE WAS 0.002 METER LONGER.  NO
 JD2691'OBSERVATIONS WERE TAKEN TO THE BENCH MARK.  FOR THIS REASON AND ROAD
 JD2691'CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 JD2691'
 JD2691'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF WARSAW, 1/2 MILE EAST
 JD2691'OF NEW U.S. HIGHWAY 65 AND ON PROPERTY OWNED BY CLAYTON RENO, EDWARD
 JD2691'STAR ROUTE, WARSAW, MISSOURI 65355.  MR. RENOS MOTHER-IN-LAW,
 JD2691'VIRGINIA MOODY, LIVES IN A MOBILE HOME AT THE STATION SITE.  HER
 JD2691'TELEPHONE NUMBER IS 816-438 6992.
 JD2691'
 JD2691'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 JD2691'HIGHWAY 83, SOUTH JUNCTION, AT THE EAST EDGE OF WARSAW, GO SOUTHEAST
 JD2691'ON HIGHWAY 83 FOR 1.05 MILE TO WHERE HIGHWAY 83 TURNS RIGHT AND
 JD2691'SOUTHWEST AND STATE ROAD MM CONTINUES SOUTHERLY.  CONTINUE SOUTHERLY
 JD2691'ON ROAD MM FOR 2.2 MILES TO THE STATION ON THE RIGHT, OPPOSITE THE
 JD2691'ENTRANCE TO THE OAKWOOD HILLS HOUSING AREA ON THE LEFT.
 JD2691'
 JD2691'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON ROAD
 JD2691'MM FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 JD2691'
 JD2691'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BLUE 1948---SET
 JD2691'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 74.6
 JD2691'FEET SOUTH-SOUTHWEST OF THE SOUTH GATE POST OF A GATE, 61.0 FEET
 JD2691'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A MOBILE HOME, 50.0 FEET
 JD2691'WEST OF THE CENTERLINE OF ROAD MM, 35.8 FEET NORTHWEST OF A WITNESS
 JD2691'POST, 18.5 FEET WEST-SOUTHWEST OF A JUNCTION POWERLINE POLE WITH A
 JD2691'TRANSFORMER AND IN THE FENCE LINE, AND 5.0 FEET EAST-SOUTHEAST OF THE
 JD2691'BASE OF THE POWERLINE POLE GUY WIRE.  THE UNDERGROUND MARK WAS NOT
 JD2691'INSPECTED.  REBAR WAS DRIVEN ALONGSIDE THE SURFACE MARK
 JD2691'
 JD2691'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BLUE NO 1 1948---
 JD2691'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 74.0
 JD2691'FEET NORTH OF THE CENTER OF THE WEST END OF A BRICK SIGN TO THE
 JD2691'OAKWOOD HILLS HOUSING AREA, 69.5 FEET NORTHEAST OF THE JUNCTION
 JD2691'POWERLINE POLE, 26.0 FEET EAST OF THE CENTERLINE OF ROAD MM AND
 JD2691'21.3 FEET NORTH OF A TELEPHONE CINE POLE.  REBAR WAS DRIVEN ALONG
 JD2691'SIDE THE MARK.
 JD2691'
 JD2691'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---BLUE 1948 NO 3
 JD2691'1980---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1
 JD2691'INCH.  IT IS 46.2 FEET SOUTH OF THE JUNCTION POWERLINE POLE, 32.0
 JD2691'FEET WEST OF THE CENTERLINE OF ROAD MM, 10.3 FEET SOUTH OF THE
 JD2691'WITNESS POST AND 1 FOOT EAST OF THE FENCE.  REBAR WAS PLACED IN
 JD2691'THE MARK.
 JD2691'
 JD2691'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---BLUE 1948 1980---
 JD2691'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 96.8
 JD2691'FEET SOUTH OF A JUNCTION POWERLINE POLE, 84.0 FEET NORTHWEST OF A
 JD2691'Y-DRIVE ON THE EAST SIDE OF THE ROAD, 42.5 FEET WEST OF THE
 JD2691'CENTERLINE OF ROAD MM AND 5.0 FEET EAST OF A POWERLINE POLE
 JD2691'NUMBERED 3-35-50.  REBAR WAS PLACED IN THE MARK.
 JD2691
 JD2691                          STATION RECOVERY (1980)
 JD2691
 JD2691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JD2691'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 JD2691'CONDITION.  BENCH MARK K 35 WAS RECOVERED IN VERY POOR CONDITION.  IT
 JD2691'HAS BEEN STRUCK BY A LARGE ROTARY MOWER AND ABOUT 1/2 OF THE MONUMENT
 JD2691'ABOVE THE GROUND HAS BEEN BROKEN AWAY AND ONLY A VERY SMALL PORTION OF
 JD2691'THE DISK REMAINS.  THE AZIMUTH HAS BEEN DESTROYED.  REFERENCE MARK 3
 JD2691'AND A NEW AZIMUTH HAVE BEEN ESTABLISHED.  THE DIRECTION TO REFERENCE
 JD2691'MARK 1 WAS 8 SECONDS LARGER THAN 1948 DATA AND THE DISTANCE WAS 0.002
 JD2691'M (0.007 FT) LONGER.  NO OBSERVATIONS WERE TAKEN TO THE BENCH MARK.
 JD2691'FOR THIS REASON AND ROAD CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 JD2691'THE STATION IS ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF WARSAW, 0.5 MI (0.8
 JD2691'KM) EAST OF NEW US HIGHWAY 65 AND ON PROPERTY OWNED BY CLAYTON REO,
 JD2691'EDWARD STAR ROUTE, WARSAW, MISSOURI 65355.  MR RENOS MOTHER-IN-LAW,
 JD2691'VIRGINIA MOODY, LIVES IN A MOBILE HOME AT THE STATION SITE.  TO REACH
 JD2691'THE STATION FROM THE JUNCTION OF US HIGHWAY 65 AND STATE HIGHWAY 83,
 JD2691'SOUTH JUNCTION, AT THE EAST EDGE OF WARSAW, GO SOUTHEAST ON HIGHWAY 65
 JD2691'FOR 1.05 MI (1.69 KM) TO WHERE HIGHWAY 83 TURNS RIGHT AND SOUTHWEST
 JD2691'AND STATE ROAD MM CONTINUES SOUTHERLY.  CONTINUE SOUTHERLY ON ROAD MM
 JD2691'FOR 2.2 MI (3.5 KM) TO THE STATION ON THE RIGHT, OPPOSITE THE ENTRANCE
 JD2691'TO THE OAKWOOD HILLS HOUSING AREA ON THE LEFT.  TO REACH THE AZIMUTH
 JD2691'MARK FROM THE STATION, CONTINUE SOUTH ON ROAD MM FOR 0.25 MI (0.40 KM)
 JD2691'TO THE MARK ON THE RIGHT.  SURFACE STATION MARK IS A STANDARD DISK,
 JD2691'STAMPED BLUE 1948, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS
 JD2691'FLUSH.  IT IS 74.6 FT (22.7 M) SOUTH SOUTHWEST OF THE SOUTH GATE POST
 JD2691'OF A GATE, 61.0 FT (18.6 M) EAST NORTHEAST OF THE SOUTHEAST CORNER OF
 JD2691'A MOBILE HOME, 50.0 FT (15.2 M) WEST OF THE CENTERLINE OF ROAD MM,
 JD2691'35.8 FT (10.9 M) NORTHWEST OF A WITNESS POST, 18.5 FT (5.6 M) WEST
 JD2691'SOUTHWEST OF A JUNCTION OOWERLINE POLE WITH A TRANSFORMER AND IN THE
 JD2691'FENCE LINE, AND 5.0 FT (1.5 M) EAST SOUTHEAST OF THE BASE OF THE THE
 JD2691'POWERLINE POLE GUY WIRE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JD2691'REBAR WAS DRIVEN ALONGSIDE THE SURFACE MARK. REFERENCE MARK 1 IS A
 JD2691'STANDARD DISK, STAMPED BLUE NO 1 1948, SET IN THE TOP OF A SQUARE
 JD2691'CONCRETE POST THAT IS FLUSH.  IT IS 74.0 FT (22.6 M) NORTH OF THE
 JD2691'CENTER OF THE WEST END OF A BRICK SIGN TO THE OAKWOOD HILLS HOUSING
 JD2691'AREA, 69.5 FT (21.2 M) NORTHEAST OF THE JUNCTION POWERLINE POLE, 26.0
 JD2691'FT (7.9 M) EAST OF THE CENTERLINE OF ROAD MM AND 21.3 FT (6.5 M) NORTH
 JD2691'OF A TELEPHONE LINE POLE.  REBAR WAS DRIVEN ALONG SIDE THE MARK.
 JD2691'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BLUE 1948 NO 3 1980, SET
 JD2691'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 46.2
 JD2691'FT (14.1 M) SOUTH OF THE JUNCTION POWERLINE POLE, 32.0 FT (9.8 M) WEST
 JD2691'OF THE CENTERLINE OF ROAD MM, 10.3 FT (3.1 M) SOUTH OF THE WITNESS
 JD2691'POST AND 1 FT (0.3 M) EAST OF THE FENCE.  REBAR WAS PLACED IN THE
 JD2691'MARK.  THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLUE 1948 1980,
 JD2691'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 96.8 FT
 JD2691'(29.5 M) SOUTH OF A JUNCTION POWERLINE POLE, 84.0 FT (25.6 M)
 JD2691'NORTHWEST OF A Y-DRIVE ON THE EAST SIDE OF THE ROAD, 42.5 FT (13.0 M)
 JD2691'WEST OF THE CENTERLINE OF ROAD MM AND 5.0 FT (1.5 M) EAST OF A
 JD2691'POWERLINE POLE NUMBERED 3-3-50. REBAR WAS PLACED IN THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1358 ***********************************************************************
 KE1358  DESIGNATION -  BLUE
 KE1358  PID         -  KE1358
 KE1358  STATE/COUNTY-  MO/JACKSON
 KE1358  USGS QUAD   -  BLUE SPRINGS (1990)
 KE1358
 KE1358                         *CURRENT SURVEY CONTROL
 KE1358  ___________________________________________________________________
 KE1358* NAD 83(1997)-  39 00 33.03581(N)    094 16 44.56482(W)     ADJUSTED  
 KE1358* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 KE1358  ___________________________________________________________________
 KE1358  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KE1358  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KE1358
 KE1358  HORZ ORDER  -  FIRST
 KE1358
 KE1358.The horizontal coordinates were established by classical geodetic methods
 KE1358.and adjusted by the National Geodetic Survey in February 2000..
 KE1358
 KE1358.The orthometric height was scaled from a topographic map.
 KE1358
 KE1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1358
 KE1358.The geoid height was determined by GEOID03.
 KE1358
 KE1358;                    North         East     Units Scale Factor Converg.
 KE1358;SPC MO W     -   315,491.305   869,136.881   MT  0.99994568   +0 08 20.7
 KE1358;UTM  15      - 4,318,573.040   389,257.559   MT  0.99975101   -0 48 18.6
 KE1358
 KE1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1358!SPC MO W     -   0.99996085  x   0.99994568  =   0.99990653
 KE1358!UTM  15      -   0.99996085  x   0.99975101  =   0.99971187
 KE1358
 KE1358:                Primary Azimuth Mark                     Grid Az
 KE1358:SPC MO W     -  LAKE CITY ARSENAL RESIDENT TK            000 15 39.7
 KE1358:UTM  15      -  LAKE CITY ARSENAL RESIDENT TK            001 12 19.0
 KE1358
 KE1358|---------------------------------------------------------------------|
 KE1358| PID    Reference Object                     Distance      Geod. Az  |
 KE1358|                                                           dddmmss.s |
 KE1358| KE1360 LAKE CITY ARSENAL RESIDENT TK       APPROX. 8.3 KM 0002400.4 |
 KE1358| KE1356 BLUE SPRINGS MUNICIPAL TANK         APPROX. 0.9 KM 0045258.8 |
 KE1358| CL6920 BLUE AZ MK                                         0870409.0 |
 KE1358| CL6921 BLUE RM 1                            26.017 METERS 10003     |
 KE1358| JE1863 LEES SUMMIT ST POLICE RAD MAST      APPROX.13.8 KM 2121442.6 |
 KE1358| JE1877 LEES SUMMIT MUNICIPAL TANK          APPROX.14.1 KM 2163209.8 |
 KE1358| JE1874 LEES SUMMIT UNITY SCHOOL TOWER      APPROX.13.1 KM 2382504.4 |
 KE1358| CL6922 BLUE RM 2                            24.180 METERS 26244     |
 KE1358| KE1359 BLUE 2                               37.091 METERS 26704     |
 KE1358| KE1357 BLUE SPRINGS DISTRICT 8 TANK        APPROX. 2.0 KM 2735549.9 |
 KE1358| KE1369 RAYTOWN NE MUNICIPAL TANK           APPROX.13.9 KM 2792607.5 |
 KE1358| KE1472 KANSAS CITY TV STA WDAF ANT         APPROX.28.3 KM 2842633.5 |
 KE1358| KE1451 KANSAS CITY MO CITY HALL FLAG       APPROX.27.8 KM 2913054.4 |
 KE1358| KE1377 INDEPENDENCE SOUTH DODGION TK       APPROX.13.4 KM 3004859.7 |
 KE1358|---------------------------------------------------------------------|
 KE1358
 KE1358                          SUPERSEDED SURVEY CONTROL
 KE1358
 KE1358  NAD 83(1997)-  39 00 33.03600(N)    094 16 44.56503(W) AD(       ) 1
 KE1358  NAD 83(1986)-  39 00 33.04262(N)    094 16 44.56108(W) AD(       ) 1
 KE1358  NAD 27      -  39 00 33.01905(N)    094 16 43.74902(W) AD(       ) 1
 KE1358
 KE1358.Superseded values are not recommended for survey control.
 KE1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1358.See file dsdata.txt to determine how the superseded data were derived.
 KE1358
 KE1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8925818573(NAD 83)
 KE1358_MARKER: DS = TRIANGULATION STATION DISK
 KE1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1358
 KE1358  HISTORY     - Date     Condition        Report By
 KE1358  HISTORY     - 1949     MONUMENTED       CGS
 KE1358  HISTORY     - 1952     GOOD             CGS
 KE1358  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 KE1358
 KE1358                          STATION DESCRIPTION
 KE1358
 KE1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1358'THE STATION IS LOCATED 0.5 MILE SOUTH OF BLUE SPRINGS, 0.35 MILE
 KE1358'WEST OF THE JUNCTION OF U.S. HIGHWAY NO. 40 AND STATE HIGHWAY NO.
 KE1358'7, 53 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 40, 13 FEET
 KE1358'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 12.9 FEET NORTH
 KE1358'OF A WITNESS POST.  IT IS SET FLUSH WITH THE GROUND AND IS
 KE1358'STAMPED, BLUE 1949.
 KE1358'
 KE1358'REFERENCE MARK NO. 1 IS 65.2 FEET SOUTH OF THE CENTER OF U.S.
 KE1358'HIGHWAY NO. 40, 0.8 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 KE1358'AND IS ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION.  IT
 KE1358'PROJECTS 2 INCHES AND IS STAMPED, BLUE NO 1 1949.
 KE1358'
 KE1358'REFERENCE MARK NO. 2 IS 65 FEET SOUTH OF THE CENTER OF U.S.
 KE1358'HIGHWAY NO. 40, 27 FEET EAST OF A T FENCE INTERSECTION, AND 0.8
 KE1358'FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  IT IS SET FLUSH
 KE1358'WITH THE GROUND AND IS STAMPED, BLUE NO 2 1949.
 KE1358'
 KE1358'AZIMUTH MARK IS 0.1 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY NO.
 KE1358'40 AND STATE HIGHWAY NO. 7, 28.5 FEET NORTH OF THE CENTER OF U.S.
 KE1358'HIGHWAY NO. 40, 1.5 FEET WEST OF A TELEPHONE POLE, 1.5 FEET SOUTH
 KE1358'OF A FENCE CORNER, AND 1.3 FEET SOUTHEAST OF A WITNESS POST.
 KE1358'IT PROJECTS 1 INCH AND IS STAMPED, BLUE 1949.
 KE1358'
 KE1358'AN 87 FOOT SIGNAL AT CAMPBELL IS VISIBLE AT 50 FEET.
 KE1358'
 KE1358'AN 87 FOOT SIGNAL AT CHAPEL HILL 1883 1949 IS VISIBLE AT 4 FEET.
 KE1358'
 KE1358'A 74 FOOT SIGNAL AT TARSNEY IS VISIBLE AT 4 FEET.
 KE1358'
 KE1358'A 4 FOOT SIGNAL AT COCKRELL IS VISIBLE AT 50 FEET.
 KE1358'
 KE1358'A 74 FOOT SIGNAL AT BRAUN IS VISIBLE AT 4 FEET.
 KE1358'
 KE1358'A 74 FOOT SIGNAL AT BOWLER 1884 IS VISIBLE AT 4 FEET.
 KE1358'
 KE1358'A 4 FOOT SIGNAL AT RAYTOWN IS VISIBLE AT 37 FEET.
 KE1358'
 KE1358'A 4 FOOT SIGNAL AT BYPASS IS VISIBLE AT 37 FEET.
 KE1358'
 KE1358'A 100 FOOT SIGNAL AT INDEPENDENCE 1934 IS VISIBLE AT 50 FEET.
 KE1358'
 KE1358'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KE1358
 KE1358                          STATION RECOVERY (1952)
 KE1358
 KE1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GCM)
 KE1358'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1358'IN GOOD CONDITION.  THE CONSTRUCTION OF A MOTEL ALONG U.S.
 KE1358'HIGHWAY 40 NEAR BLUE SPRINGS WILL DESTROY THE STATION AND
 KE1358'REFERENCE MARKS.  THESE MARKS WERE MOVED AT THE REQUEST OF
 KE1358'MR. L.S. ROTHGEB WHO IS CONSTRUCTING THE MOTEL.  A NEW STATION,
 KE1358'BLUE 2, WAS ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF
 KE1358'BLUE 2.
 KE1358
 KE1358                          STATION RECOVERY (1995)
 KE1358
 KE1358'RECOVERY NOTE BY US POWER SQUADRON 1995
 KE1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1359 ***********************************************************************
 KE1359  DESIGNATION -  BLUE 2
 KE1359  PID         -  KE1359
 KE1359  STATE/COUNTY-  MO/JACKSON
 KE1359  USGS QUAD   -  BLUE SPRINGS (1990)
 KE1359
 KE1359                         *CURRENT SURVEY CONTROL
 KE1359  ___________________________________________________________________
 KE1359* NAD 83(1997)-  39 00 32.97428(N)    094 16 46.10442(W)     ADJUSTED  
 KE1359* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 KE1359  ___________________________________________________________________
 KE1359  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KE1359  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KE1359
 KE1359  HORZ ORDER  -  SECOND
 KE1359
 KE1359.The horizontal coordinates were established by classical geodetic methods
 KE1359.and adjusted by the National Geodetic Survey in February 2000..
 KE1359
 KE1359.The orthometric height was scaled from a topographic map.
 KE1359
 KE1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1359
 KE1359.The geoid height was determined by GEOID03.
 KE1359
 KE1359;                    North         East     Units Scale Factor Converg.
 KE1359;SPC MO W     -   315,489.318   869,099.845   MT  0.99994567   +0 08 19.7
 KE1359;UTM  15      - 4,318,571.664   389,220.503   MT  0.99975111   -0 48 19.6
 KE1359
 KE1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1359!SPC MO W     -   0.99996085  x   0.99994567  =   0.99990652
 KE1359!UTM  15      -   0.99996085  x   0.99975111  =   0.99971197
 KE1359
 KE1359:                Primary Azimuth Mark                     Grid Az
 KE1359:SPC MO W     -  BLUE SPRINGS NEW MUN TANK                006 18 45.5
 KE1359:UTM  15      -  BLUE SPRINGS NEW MUN TANK                007 15 24.8
 KE1359
 KE1359|---------------------------------------------------------------------|
 KE1359| PID    Reference Object                     Distance      Geod. Az  |
 KE1359|                                                           dddmmss.s |
 KE1359| KE1362 BLUE SPRINGS NEW MUN TANK           APPROX. 0.9 KM 0062705.2 |
 KE1359| KE1356 BLUE SPRINGS MUNICIPAL TANK         APPROX. 0.9 KM 0070923.0 |
 KE1359| CL6920 BLUE AZ MK                                         0870409.3 |
 KE1359| CL6925 BLUE 2 RM 5                          10.631 METERS 17151     |
 KE1359| CL6923 BLUE 2 RM 3                          20.656 METERS 17906     |
 KE1359| JE1874 LEES SUMMIT UNITY SCHOOL TOWER      APPROX.13.0 KM 2382022.1 |
 KE1359| CL6924 BLUE 2 RM 4                          14.807 METERS 26924     |
 KE1359| KE1357 BLUE SPRINGS DISTRICT 8 TANK        APPROX. 1.9 KM 2740345.6 |
 KE1359| CL6926 BLUE 2 RM 6                          28.535 METERS 34132     |
 KE1359|---------------------------------------------------------------------|
 KE1359
 KE1359                          SUPERSEDED SURVEY CONTROL
 KE1359
 KE1359  NAD 83(1997)-  39 00 32.97446(N)    094 16 46.10463(W) AD(       ) 2
 KE1359  NAD 83(1986)-  39 00 32.98109(N)    094 16 46.10065(W) AD(       ) 2
 KE1359  NAD 27      -  39 00 32.95754(N)    094 16 45.28858(W) AD(       ) 2
 KE1359
 KE1359.Superseded values are not recommended for survey control.
 KE1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1359.See file dsdata.txt to determine how the superseded data were derived.
 KE1359
 KE1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8922118572(NAD 83)
 KE1359_MARKER: DS = TRIANGULATION STATION DISK
 KE1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1359+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 KE1359
 KE1359  HISTORY     - Date     Condition        Report By
 KE1359  HISTORY     - 1952     MONUMENTED       CGS
 KE1359  HISTORY     - 1963     GOOD             CGS
 KE1359  HISTORY     - 1980     GOOD             MJH
 KE1359  HISTORY     - 1981     GOOD             LOCSUR
 KE1359  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 KE1359  HISTORY     - 20030226 GOOD             INDIV
 KE1359  HISTORY     - 20060416 GOOD             GEOCAC
 KE1359
 KE1359                          STATION DESCRIPTION
 KE1359
 KE1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (GCM)
 KE1359'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF THE BLUE SPRINGS
 KE1359'BUSINESS DISTRICT, 0.35 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 KE1359'40 AND STATE HIGHWAY 7, ABOUT 50 YARDS NORTHWEST OF THE WEST END
 KE1359'OF THE BLUE RIDGE MOTEL WHICH IS OWNED AND OPERATED BY L.S.
 KE1359'ROTHGEB, 63 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF
 KE1359'U.S. HIGHWAY 40, 57 FEET WEST OF THE WEST LAMPPOST AT THE WEST
 KE1359'ENTRANCE TO THE MOTEL, 8 FEET WEST OF A GAS METER, 6 FEET
 KE1359'WEST-NORTHWEST OF A FENCE CORNER, AND 3 FEET NORTH OF FENCE
 KE1359'AND A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF
 KE1359'THE GROUND AND THE DISK IS STAMPED BLUE 2 1952.
 KE1359'
 KE1359'REFERENCE MARK NO. 3 IS 102 FEET NORTHWEST OF THE SOUTHWEST CORNER
 KE1359'OF THE BLUE RIDGE MOTEL, 64 FEET SOUTH OF A FENCE CORNER, AND
 KE1359'1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 KE1359'GROUND AND THE DISK IS STAMPED BLUE 2 NO 3 1952.
 KE1359'
 KE1359'REFERENCE MARK NO. 4 IS 65 FEET SOUTH OF THE CENTER OF THE
 KE1359'SOUTH LANE OF U.S. HIGHWAY 40, 53 FEET WEST OF A NORTHEAST FENCE
 KE1359'CORNER, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 2 INCHES
 KE1359'AND THE DISK IS STAMPED BLUE 2 NO 4 1952.
 KE1359'
 KE1359'AZIMUTH MARK IS ABOUT 125 YARDS WEST OF THE JUNCTION OF U.S.
 KE1359'HIGHWAY 40 AND STATE HIGHWAY 7 (TRAFFIC LIGHTS AT THIS
 KE1359'INTERSECTION), 28.5 FEET NORTH OF THE CENTER OF THE NORTH LANE
 KE1359'OF U.S. HIGHWAY 40, 1.5 FEET WEST OF A TELEPHONE POLE, 1.5 FEET
 KE1359'SOUTH OF FENCE CORNER, AND 1.3 FEET SOUTHEAST OF WITNESS POST.
 KE1359'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BLUE 1949.
 KE1359'
 KE1359'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 KE1359'STATE HIGHWAY 7 AT THE SOUTHEAST EDGE OF BLUE SPRINGS, GO
 KE1359'WEST FOR 0.35 MILE ON U.S. HIGHWAY 40 TO THE BLUE RIDGE MOTEL
 KE1359'ON THE LEFT AND THE STATION AS DESCRIBED.
 KE1359'
 KE1359'*TRAVERSE DISTANCE, BLUE 2 TO BLUE 1949 (DESTROYED), IS 37.091
 KE1359'METERS (121.69 FEET).  FOR FURTHER DETAILS, SEE RECOVERY NOTE
 KE1359'FOR BLUE 1949.
 KE1359
 KE1359                          STATION RECOVERY (1963)
 KE1359
 KE1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KE1359'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1359'IN GOOD CONDITION, EXCEPT REFERENCE MARKS NO. 3 AND NO. 4 WHICH
 KE1359'HAD BEEN DISPLACED.  TWO NEW REFERENCE MARKS, NO. 5 AND NO. 6,
 KE1359'WERE ESTABLISHED.  THERE ARE SOME CHANGES IN LOCAL CONDITIONS, SO
 KE1359'A COMPLETE DESCRIPTION FOLLOWS.
 KE1359'
 KE1359'STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF THE BUSINESS DISTRICT
 KE1359'OF BLUE SPRINGS, 0.35 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 KE1359'40 AND STATE HIGHWAY 7 (TRAFFIC LIGHTS), AND 50 YARDS NORTHWEST OF
 KE1359'THE WEST END OF THE BLUE RIDGE MOTEL WHICH IS OWNED AND OPERATED
 KE1359'BY MR. L.S. ROTHGEB, 63 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 KE1359'LANE OF U.S. HIGHWAY 40, 57 FEET WEST OF THE WEST LAMPPOST AT
 KE1359'THE WEST ENTRANCE TO THE MOTEL, 8 FEET WEST-NORTHWEST OF A LARGE
 KE1359'GAS METER, AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST WITH A
 KE1359'SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BLUE 2
 KE1359'1952.
 KE1359'
 KE1359'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KE1359'HIGHWAY 7 AT THE SOUTHEAST EDGE OF BLUE SPRINGS, GO WEST ON U.S.
 KE1359'HIGHWAY 40 FOR 0.35 MILE TO THE BLUE RIDGE MOTEL ON THE LEFT AND
 KE1359'THE STATION AS DESCRIBED.
 KE1359'
 KE1359'REFERENCE MARK NO. 5 IS 34.88 FEET SOUTH OF THE STATION, 31 FEET
 KE1359'SOUTH OF A LARGE GAS METER, AND 2 FEET WEST OF THE SOUTH POST
 KE1359'FOR A LARGE MOTEL SIGN.  THE MARK PROJECTS 2 INCHES AND THE
 KE1359'DISK IS STAMPED BLUE 2 NO 5 1952.
 KE1359'
 KE1359'REFERENCE MARK NO. 6 IS 93.62 FEET NORTH-NORTHWEST OF THE STATION
 KE1359'BETWEEN THE NORTH AND SOUTH LANES OF U.S. HIGHWAY 40, 25 FEET
 KE1359'SOUTH OF THE CENTERLINE OF THE NORTH LANE OF U.S. HIGHWAY 40,
 KE1359'24 FEET NORTH OF THE CENTERLINE OF THE SOUTH LANE OF U.S. HIGHWAY
 KE1359'40, 11 FEET SOUTH OF THE CENTER OF A MANHOLE COVER, AND 2 FEET
 KE1359'EAST OF A STEEL LIGHTPOST.  THE MARK PROJECTS 4 INCHES AND THE
 KE1359'DISK IS STAMPED BLUE 2 NO 6 1952.
 KE1359'
 KE1359'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, AND ABOUT 125 YARDS
 KE1359'WEST OF THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 7
 KE1359'(TRAFFIC LIGHTS AT THIS INTERSECTION), 47 FEET SOUTH-SOUTHEAST OF
 KE1359'THE SOUTHEAST CORNER OF A BRICK BUILDING, FOSTER SPORT SPOT,
 KE1359'29 FEET NORTH OF THE CENTERLINE OF THE NORTH LANE OF U.S. HIGHWAY
 KE1359'40, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST WITH A SIGN.
 KE1359'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BLUE 1949.
 KE1359'
 KE1359'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KE1359
 KE1359                          STATION RECOVERY (1980)
 KE1359
 KE1359'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1980 (JC)
 KE1359'BLUE 2 RECOVERED EXCELLENT.
 KE1359'
 KE1359'R.M. NO. 5 RECOVERED EXCELLENT.
 KE1359'
 KE1359'R.M. NO. 6 RECOVERED EXCELLENT.
 KE1359'
 KE1359'AZ. MARK RECOVERED EXCELLENT.
 KE1359'
 KE1359'DISTANCE AND DIRECTION FROM NEAREST TOWN--BLUE SPRINGS.
 KE1359
 KE1359                          STATION RECOVERY (1981)
 KE1359
 KE1359'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (JSA)
 KE1359'BLUE 2, 1952 RECOVERED GOOD.
 KE1359'
 KE1359'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF BLUE
 KE1359'SPRINGS BUSINESS DISTRICT.
 KE1359
 KE1359                          STATION RECOVERY (1995)
 KE1359
 KE1359'RECOVERY NOTE BY US POWER SQUADRON 1995
 KE1359'MARK NOT FOUND.
 KE1359
 KE1359                          STATION RECOVERY (2003)
 KE1359
 KE1359'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LG)
 KE1359'RECOVERED IN GOOD CONDITION.  THE BLUE RIDGE MOTEL HAS BEEN REPLACED
 KE1359'BY A STRIP SHOPPING CENTER.  THERE IS A CENTRAL JACKSON COUNTY FIRE
 KE1359'STATION EAST OF THE SHOPPING CENTER.  THE MARK IS IN THE GRASS NORTH
 KE1359'OF THE NORTH PARKING CURB, AND SOUTH OF THE SOUTH EDGE OF EAST BOUND
 KE1359'40 HWY.
 KE1359
 KE1359                          STATION RECOVERY (2006)
 KE1359
 KE1359'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1359'THE STATION IS LOCATED IN THE GRASS NORTH OF THE PARKING LOT FOR THE
 KE1359'1100 WEST SHOPPING CENTER AND THE EAST BOUND LANES OF US HWY 40.
 KE1359'DELETE THE LARGE GAS METER AND STEEL WITNESS POST FROM THE 1963
 KE1359'DESCRIPTION. ADD 1 FOOT NORTH OF A CARSONITE WITNESS POST TO THE
 KE1359'DESCRIPTION. THE MARK PROJECTS 6 INCHES FROM THE GROUND.
 KE1359' 
 KE1359'REFERENCE MARK 5 FOUND IN GOOD CONDITION. DELETE THE GAS METER AND
 KE1359'MOTEL SIGN FROM THE 1963 DESCRIPTION. ADD 2 FEET WEST OF THE EAST CURB
 KE1359'FOR A ISLAND IN THE PARKING LOT. THE MARK PROJECTS 3 INCHES FROM THE
 KE1359'GROUND.
 KE1359' 
 KE1359'REFERENCE MARK 6 NOT FOUND AFTER A VISUAL SEARCH OF THE AREA. DELETE
 KE1359'THE STEEL LIGHT POST FROM THE 1963 DESCRIPTION.
 KE1359' 
 KE1359'THE AZIMUTH MARK NOT FOUND AFTER A VISUAL SEARCH OF THE AREA. THE
 KE1359'VICINITY HAS BEEN PAVED FOR ENTRANCES FOR BUSINESSES. A STEEL WITNESS
 KE1359'POST WAS NOT FOUND.
 KE1359' 
 KE1359' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1137 ***********************************************************************
 HD1137  DESIGNATION -  BLUE AZ MK
 HD1137  PID         -  HD1137
 HD1137  STATE/COUNTY-  MO/WRIGHT
 HD1137  USGS QUAD   -  NORWOOD (1985)
 HD1137
 HD1137                         *CURRENT SURVEY CONTROL
 HD1137  ___________________________________________________________________
 HD1137* NAD 83(1997)-  37 06 37.37468(N)    092 27 01.83052(W)     ADJUSTED  
 HD1137* NAVD 88     -       456.0    (meters)    1496.     (feet)  VERTCON   
 HD1137  ___________________________________________________________________
 HD1137  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 HD1137  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 HD1137
 HD1137  HORZ ORDER  -  SECOND
 HD1137
 HD1137.The horizontal coordinates were established by classical geodetic methods
 HD1137.and adjusted by the National Geodetic Survey in February 2000..
 HD1137.No horizontal observational check was made to the station.
 HD1137
 HD1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1137
 HD1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1137
 HD1137.The geoid height was determined by GEOID03.
 HD1137
 HD1137;                    North         East     Units Scale Factor Converg.
 HD1137;SPC MO C     -   141,702.945   504,398.654   MT  0.99993357   +0 01 47.5
 HD1137;UTM  15      - 4,107,258.754   548,821.035   MT  0.99962936   +0 19 53.6
 HD1137
 HD1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1137!SPC MO C     -   0.99993299  x   0.99993357  =   0.99986656
 HD1137!UTM  15      -   0.99993299  x   0.99962936  =   0.99956237
 HD1137
 HD1137                          SUPERSEDED SURVEY CONTROL
 HD1137
 HD1137  NAD 83(1986)-  37 06 37.38543(N)    092 27 01.82932(W) AD(       ) 2
 HD1137  NAD 27      -  37 06 37.19567(N)    092 27 01.23906(W) AD(       ) 2
 HD1137  NGVD 29 (07/19/86)  455.8    (m)         1495.     (f) VERT ANG       
 HD1137
 HD1137.Superseded values are not recommended for survey control.
 HD1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1137.See file dsdata.txt to determine how the superseded data were derived.
 HD1137
 HD1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB4882107259(NAD 83)
 HD1137_MARKER: DZ = AZIMUTH MARK DISK
 HD1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1137+STABILITY: SURFACE MOTION
 HD1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1137+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 HD1137
 HD1137  HISTORY     - Date     Condition        Report By
 HD1137  HISTORY     - 1978     MONUMENTED       NGS
 HD1137  HISTORY     - 20040918 GOOD             GEOCAC
 HD1137
 HD1137                          STATION DESCRIPTION
 HD1137
 HD1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1137'THE STATION IS LOCATED ABOUT 2 MILES WEST OF NORWOOD, AND ON
 HD1137'U.S. HIGHWAY 60 RIGHT-OF-WAY, IN THE SOUTHWEST 1/4 OF
 HD1137'SECTION, 14, R 14 W, T 28 N.
 HD1137'
 HD1137'TO REACH THE STATION FROM THE POST OFFICE IN NORWOOD, GO
 HD1137'NORTH ON COUNTY ROAD C FOR 0.25 MILE TO THE JUNCTION WITH
 HD1137'U.S. HIGHWAY 60. TURN LEFT AND GO WEST ON U.S. HIGHWAY 60
 HD1137'FOR 1.8 MILES TO A DRIVEWAY LEADING INTO FIELD AND THE
 HD1137'STATION ON THE LEFT.
 HD1137'
 HD1137'THE STATION MARKS, STAMPED---BLUE 1977---, ARE STANDARD
 HD1137'AZIMUTH MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP
 HD1137'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 HD1137'6 INCHES ABOVE THE GROUND SURFACE WITH A METAL ROD EMBEDDED
 HD1137'METAL ROD EMBEDDED IN THE MONUMENT.  IT IS
 HD1137'80 FEET WEST OF A FIELD DRIVEWAY AND METAL GATE, 58.0 FEET
 HD1137'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 60 AND 3.0 FEET NORTH
 HD1137'OF A METAL WITNESS POST AND FENCELINE.
 HD1137'
 HD1137'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.41 METERS.
 HD1137
 HD1137                          STATION RECOVERY (2004)
 HD1137
 HD1137'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 HD1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0928 ***********************************************************************
 HC0928  DESIGNATION -  BLUE FIRE TOWER
 HC0928  PID         -  HC0928
 HC0928  STATE/COUNTY-  MO/MADISON
 HC0928  USGS QUAD   -  RHODES MOUNTAIN (1980)
 HC0928
 HC0928                         *CURRENT SURVEY CONTROL
 HC0928  ___________________________________________________________________
 HC0928* NAD 83(1997)-  37 32 48.77932(N)    090 29 36.96920(W)     ADJUSTED  
 HC0928* NAVD 88     -                                                        
 HC0928  ___________________________________________________________________
 HC0928  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 HC0928  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HC0928
 HC0928  HORZ ORDER  -  THIRD
 HC0928
 HC0928.The horizontal coordinates were established by classical geodetic methods
 HC0928.and adjusted by the National Geodetic Survey in February 2000..
 HC0928
 HC0928
 HC0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0928
 HC0928.The geoid height was determined by GEOID03.
 HC0928
 HC0928;                    North         East     Units Scale Factor Converg.
 HC0928;SPC MO E     -   190,143.166   250,565.305   MT  0.99993334   +0 00 14.0
 HC0928;UTM  15      - 4,158,495.152   721,420.406   MT  1.00020393   +1 31 41.0
 HC0928
 HC0928                          SUPERSEDED SURVEY CONTROL
 HC0928
 HC0928  NAD 83(1997)-  37 32 48.78713(N)    090 29 36.96831(W) AD(       ) 4
 HC0928  NAD 83(1986)-  37 32 48.79182(N)    090 29 36.96746(W) AD(       ) 4
 HC0928  NAD 27      -  37 32 48.60600(N)    090 29 36.53300(W) AD(       ) 3
 HC0928
 HC0928.Superseded values are not recommended for survey control.
 HC0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0928.See file dsdata.txt to determine how the superseded data were derived.
 HC0928
 HC0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2142058495(NAD 83)
 HC0928_MARKER: 57 = LOOKOUT TOWER
 HC0928
 HC0928  HISTORY     - Date     Condition        Report By
 HC0928  HISTORY     - 1938     FIRST OBSERVED   CGS
 HC0928
 HC0928                          STATION DESCRIPTION
 HC0928
 HC0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0928'POINT OBSERVED UPON WAS CENTER OF TOWER OF THE BLUE LOOKOUT
 HC0928'TOWER.  IT IS A SMALL STEEL STRUCTURE WITH TUB-LIKE OBSERVING
 HC0928'PLATFORM ON TOP, APPROXIMATELY 60 FEET HIGH, LOCATED ABOUT 6
 HC0928'MILES SOUTHEAST OF IRONTON, MO., 4 MILES SOUTH OF STATE HIGHWAY
 HC0928'70, AND 5 MILES SOUTHWEST OF EVANS MT.  STATION NOT VISITED.
 HC0928'
 HC0928'OBSERVED UPON FROM TRIANGULATION STATIONS- EVANS MT., LITTLE
 HC0928'GRASSY, KNOBLICK, AND HIGDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0495 ***********************************************************************
 KD0495  DESIGNATION -  BLUE LICK
 KD0495  PID         -  KD0495
 KD0495  STATE/COUNTY-  MO/SALINE
 KD0495  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0495
 KD0495                         *CURRENT SURVEY CONTROL
 KD0495  ___________________________________________________________________
 KD0495* NAD 83(1997)-  39 00 46.06669(N)    093 12 00.25370(W)     ADJUSTED  
 KD0495* NAVD 88     -       245.619  (meters)     805.84   (feet)  ADJUSTED  
 KD0495  ___________________________________________________________________
 KD0495  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 KD0495  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0495  DYNAMIC HT  -         245.465 (meters)     805.33  (feet)  COMP
 KD0495  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 KD0495
 KD0495  HORZ ORDER  -  SECOND
 KD0495  VERT ORDER  -  SECOND    CLASS 0
 KD0495
 KD0495.The horizontal coordinates were established by classical geodetic methods
 KD0495.and adjusted by the National Geodetic Survey in February 2000..
 KD0495
 KD0495.The orthometric height was determined by differential leveling
 KD0495.and adjusted by the National Geodetic Survey in June 1991..
 KD0495
 KD0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0495
 KD0495.The geoid height was determined by GEOID03.
 KD0495
 KD0495.The dynamic height is computed by dividing the NAVD 88
 KD0495.geopotential number by the normal gravity value computed on the
 KD0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0495.degrees latitude (g = 980.6199 gals.).
 KD0495
 KD0495.The modeled gravity was interpolated from observed gravity values.
 KD0495
 KD0495;                    North         East     Units Scale Factor Converg.
 KD0495;SPC MO C     -   353,084.462   439,370.063   MT  0.99997858   -0 26 26.5
 KD0495;UTM  15      - 4,318,215.641   482,678.661   MT  0.99960369   -0 07 33.4
 KD0495
 KD0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0495!SPC MO C     -   0.99996658  x   0.99997858  =   0.99994516
 KD0495!UTM  15      -   0.99996658  x   0.99960369  =   0.99957028
 KD0495
 KD0495|---------------------------------------------------------------------|
 KD0495| PID    Reference Object                     Distance      Geod. Az  |
 KD0495|                                                           dddmmss.s |
 KD0495| KD0494 BLUE LICK RM 1                       20.150 METERS 15709     |
 KD0495| CK7041 BLUE LICK AZ MK                                    1862255.1 |
 KD0495| KD0496 BLUE LICK RM 2                       24.501 METERS 23456     |
 KD0495|---------------------------------------------------------------------|
 KD0495
 KD0495                          SUPERSEDED SURVEY CONTROL
 KD0495
 KD0495  NAD 83(1997)-  39 00 46.07023(N)    093 12 00.25807(W) AD(       ) 2
 KD0495  NAD 83(1986)-  39 00 46.07406(N)    093 12 00.25597(W) AD(       ) 2
 KD0495  NAD 27      -  39 00 45.99874(N)    093 11 59.52484(W) AD(       ) 2
 KD0495  NGVD 29 (??/??/92)  245.541  (m)          805.58   (f) ADJ UNCH    2 0
 KD0495
 KD0495.Superseded values are not recommended for survey control.
 KD0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0495.See file dsdata.txt to determine how the superseded data were derived.
 KD0495
 KD0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8267918216(NAD 83)
 KD0495_MARKER: DB = BENCH MARK DISK
 KD0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0495_STAMPING: BLUE LICK 1949
 KD0495_MARK LOGO: CGS   
 KD0495_PROJECTION: FLUSH
 KD0495_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0495+STABILITY: SURFACE MOTION
 KD0495
 KD0495  HISTORY     - Date     Condition        Report By
 KD0495  HISTORY     - 1949     MONUMENTED       CGS
 KD0495  HISTORY     - 1961     GOOD             CGS
 KD0495  HISTORY     - 1962     GOOD             CGS
 KD0495  HISTORY     - 1963     GOOD             NGS
 KD0495  HISTORY     - 1969     GOOD             CGS
 KD0495  HISTORY     - 1969     GOOD             NGS
 KD0495  HISTORY     - 19891201 GOOD             LOCSUR
 KD0495  HISTORY     - 19891201 GOOD             LOCSUR
 KD0495
 KD0495                          STATION DESCRIPTION
 KD0495
 KD0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD0495'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF THE JUNCTION OF
 KD0495'U.S. HIGHWAYS 40 AND 65 ON THE NORTH EDGE OF THE RIGHT-OF-WAY
 KD0495'OF U.S. HIGHWAY 65.  IT IS 49 FEET WEST SOUTHWEST OF A TELEPHONE
 KD0495'POLE, AND 37 FEET NORTH NORTHWEST OF THE CENTER LINE OF U.S.
 KD0495'HIGHWAY 65. THE MARK IS STAMPED BLUE LICK 1949 AND PROJECTS ABOUT 3
 KD0495'INCHES.
 KD0495'
 KD0495'REFERENCE MARK NO. 1 IS 29 FEET SOUTH SOUTHEAST OF THE CENTER
 KD0495'LINE OF U.S. HIGHWAY 65 AND 1 FOOT NORTH NORTHWEST OF A FENCE.
 KD0495'THE MARK IS STAMPED BLUE LICK NO 1 1949 AND PROJECTS ABOUT 3
 KD0495'INCHES.
 KD0495'
 KD0495'REFERENCE MARK NO. 2 IS 27 FEET NORTH NORTHWEST OF THE CENTER
 KD0495'LINE OF U.S. HIGHWAY 65, 5 FEET WEST NORTHWEST OF A TELEPHONE
 KD0495'POLE AND 1 FOOT NORTH NORTHWEST OF A BRACE POLE.
 KD0495'
 KD0495'AZIMUTH MARK IS 101 FEET SOUTH SOUTHWEST OF A TELEPHONE POLE,
 KD0495'86 FEET WEST SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 65 AND
 KD0495'1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  THE MARK IS STAMPED
 KD0495'BLUE LICK 1949 AND PROJECTS ABOUT 3 INCHES
 KD0495'
 KD0495'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND
 KD0495'65 BETWEEN MARSHALL AND SEDALIA, GO NORTH ON U.S. HIGHWAY 65
 KD0495'FOR 2.55 MILES TO CENTER OF BRIDGE OVER BLACK WATER RIVER,
 KD0495'CONTINUE ON HIGHWAY 65 FOR 0.9 MILE TO AZIMUTH MARK ON
 KD0495'LEFT SIDE OF ROAD AS DESCRIBED, CONTINUE STRAIGHT AHEAD FOR
 KD0495'0.65 MILE TO STATION ON LEFT AS DESCRIBED.
 KD0495'
 KD0495'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD0495
 KD0495                          STATION RECOVERY (1961)
 KD0495
 KD0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 KD0495'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD0495'FOUND IN GOOD CONDITION.  A NEW STEEL WITNESS POST WAS PLACED
 KD0495'1 FOOT EAST OF THE STATION MARK WHICH PROJECTS ABOUT 2 INCHES.
 KD0495'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND SOUTH
 KD0495'FOR 0.55 MILE ON OLD U.S. HIGHWAY 65 TO THE SECOND FARM HOUSE
 KD0495'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 KD0495
 KD0495                          STATION RECOVERY (1962)
 KD0495
 KD0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 KD0495'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 KD0495'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1949 DISTANCES TO
 KD0495'THE REFERENCE MARKS COULD NOT BE VERIFIED.  A NEW DESCRIPTION
 KD0495'FOR THE STATION FOLLOWS-
 KD0495'
 KD0495'THE STATION IS ABOUT 7 MILES SOUTH OF MARSHALL, 4 MILES NORTH
 KD0495'OF THE JUNCTION OF U.S. HIGHWAYS 40 AND 65, 0.1 MILE NORTH OF
 KD0495'A LARGE ROCK QUARRY, 0.1 MILE NORTHEAST OF THE BLUE LICK STORE
 KD0495'AND SERVICE STATION, 0.1 MILE EAST OF THE BLUE LICK ELEMENTARY
 KD0495'SCHOOL AND AT THE NORTH EDGE OF THE NORTH RIGHT-OF-WAY OF U.S.
 KD0495'HIGHWAY 65 WHICH IS ALSO THE FRONT LAWN OF A SMALL HOUSE.
 KD0495'
 KD0495'TO REACH THE STATION AND THE AZIMUTH MARK FROM THE JUNCTION
 KD0495'OF U.S. HIGHWAYS 40 AND 65 (18 MILES NORTH OF SEDALIA), GO NORTH
 KD0495'ON U.S. HIGHWAY 65 FOR 2.5 MILES TO THE BRIDGE OVER THE BLACK
 KD0495'WATER RIVER.  CROSS THE RIVER AND CONTINUE NORTH ON THE HIGHWAY
 KD0495'FOR 1.1 MILES TO THE C.C. TAYLOR RESIDENCE AND THE AZIMUTH MARK
 KD0495'ON THE LEFT.  CONTINUE NORTH AND NORTHEAST ON THE HIGHWAY FOR
 KD0495'0.45 MILE TO THE BLUE LICK STORE AND SERVICE STATION ON THE
 KD0495'LEFT.  CONTINUE NORTHEAST ON THE HIGHWAY FOR 0.1 MILE TO A
 KD0495'SMALL HOUSE AND THE STATION ON THE LEFT.
 KD0495'
 KD0495'THE STATION MARK, A STANDARD DISK STAMPED BLUE LICK 1949, IS
 KD0495'SET IN THE TOP OF A CONCRETE MONUMENT 10 INCHES SQUARE AT THE
 KD0495'TOP AND PROJECTING ABOUT 2 INCHES.  IT IS IN A LAWN, 37.0
 KD0495'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 65, 26.5 FEET
 KD0495'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A SMALL HOUSE AND 26.0
 KD0495'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE FRONT DOOR
 KD0495'OF THE HOUSE.
 KD0495'
 KD0495'REFERENCE MARK 1, A STANDARD DISK STAMPED BLUE LICK NO 1 1949, IS
 KD0495'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 KD0495'THE GROUND.  IT IS 29.0 FEET SOUTH OF THE CENTER OF U.S.
 KD0495'HIGHWAY 65, 19.0 FEET EAST OF THE CENTER OF THE ENTRANCE GATE
 KD0495'TO THE QUARRY AND 1.5 FEET WEST OF A METAL WITNESS POST WITH
 KD0495'SIGN.
 KD0495'
 KD0495'REFERENCE MARK 2, A STANDARD DISK STAMPED BLUE LICK NO 2 1949,
 KD0495'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 KD0495'ABOUT 2 INCHES.  IT IS AT THE SOUTHWEST CORNER OF THE LAWN, 27.0
 KD0495'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 65, 5.0 FEET
 KD0495'EAST-NORTHEAST OF A TELEPHONE POLE AND 1.0 FOOT NORTH OF A POWER
 KD0495'LINE GUY-POLE.
 KD0495'
 KD0495'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLUE LICK 1949, IS SET
 KD0495'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 KD0495'ABOUT 4 INCHES.  IT IS 101 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 KD0495'POLE, 80 FEET WEST OF THE CENTER OF U.S. HIGHWAY 65 AND 1.0
 KD0495'FOOT NORTH OF AN EAST-WEST FENCE WHICH IS OVERGROWN WITH
 KD0495'GRAPEVINE.
 KD0495
 KD0495                          STATION RECOVERY (1963)
 KD0495
 KD0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KD0495'8.3 MI S FROM MARSHALL.
 KD0495'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURTHOUSE AT
 KD0495'MARSHALL, THENCE 7.9 MILE SOUTH ALONG U.S. HIGHWAY 65, THENCE
 KD0495'0.3 MILE WEST ALONG OLD HIGHWAY 65, ACROSS THE HIGHWAY FROM THE
 KD0495'ENTRANCE TO A GRAVEL PIT, 80.5 FEET EAST OF RM NO 2, 65.4 FEET
 KD0495'NORTH AND ACROSS THE HIGHWAY FROM RM NO1, 36.8 FEET NORTH OF THE
 KD0495'CENTERLINE OF THE HIGHWAY, 27.2 FEET SOUTH OF THE SOUTHEAST
 KD0495'CORNER OF A HOUSE, ABOUT LEVEL WITH THE HIGHWAY, A DISK IN
 KD0495'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 KD0495
 KD0495                          STATION RECOVERY (1969)
 KD0495
 KD0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KD0495'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KD0495'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KD0495'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY EXCEPT
 KD0495'THE TO REACH THE STATION HAS CHANGED.
 KD0495'
 KD0495'FOLLOWING IS A NEW TO REACH FOR THE STATION.
 KD0495'
 KD0495'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 KD0495'U.S. HIGHWAY 65 WHICH IS ABOUT 18 MILES NORTH OF SEDALIA, GO NORTH
 KD0495'ON U.S. HIGHWAY 65 FOR 2.2 MILES TO A BRIDGE OVER BLACKWATER RIVER.
 KD0495'CONTINUE NORTH ON U.S. HIGHWAY 65 FOR 1.5 MILES TO THE JUNCTION ON
 KD0495'STATE ROAD UU.  TURN LEFT AND GO WEST ON OLD HIGHWAY 65 FOR 0.3
 KD0495'MILE TO ENTRANCE TO A ROCK QUARRY ON THE LEFT AND THE STATION ON
 KD0495'THE RIGHT.  (CONTINUE WEST AND SOUTH ON OLD HIGHWAY 65 FOR
 KD0495'0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 KD0495'
 KD0495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES SOUTH
 KD0495'OF MARSHALL.
 KD0495
 KD0495                          STATION RECOVERY (1969)
 KD0495
 KD0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KD0495'RECOVERED IN GOOD CONDITION.
 KD0495
 KD0495                          STATION RECOVERY (1989)
 KD0495
 KD0495'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JMT)
 KD0495'RECOVERED IN GOOD CONDITION.
 KD0495
 KD0495                          STATION RECOVERY (1989)
 KD0495
 KD0495'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (TMJ)
 KD0495'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0494 ***********************************************************************
 KD0494  DESIGNATION -  BLUE LICK RM 1
 KD0494  PID         -  KD0494
 KD0494  STATE/COUNTY-  MO/SALINE
 KD0494  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0494
 KD0494                         *CURRENT SURVEY CONTROL
 KD0494  ___________________________________________________________________
 KD0494* NAD 83(1986)-  39 00 45.     (N)    093 12 00.     (W)     SCALED    
 KD0494* NAVD 88     -       245.831  (meters)     806.53   (feet)  ADJUSTED  
 KD0494  ___________________________________________________________________
 KD0494  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0494  DYNAMIC HT  -         245.677 (meters)     806.03  (feet)  COMP
 KD0494  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 KD0494
 KD0494  VERT ORDER  -  SECOND    CLASS 0
 KD0494
 KD0494.The horizontal coordinates were scaled from a topographic map and have
 KD0494.an estimated accuracy of +/- 6 seconds.
 KD0494
 KD0494.The orthometric height was determined by differential leveling
 KD0494.and adjusted by the National Geodetic Survey in June 1991..
 KD0494
 KD0494.The geoid height was determined by GEOID03.
 KD0494
 KD0494.The dynamic height is computed by dividing the NAVD 88
 KD0494.geopotential number by the normal gravity value computed on the
 KD0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0494.degrees latitude (g = 980.6199 gals.).
 KD0494
 KD0494.The modeled gravity was interpolated from observed gravity values.
 KD0494
 KD0494;                    North         East    Units  Estimated Accuracy
 KD0494;SPC MO C     -   353,050.      439,380.      MT  (+/- 180 meters Scaled)
 KD0494
 KD0494                          SUPERSEDED SURVEY CONTROL
 KD0494
 KD0494  NGVD 29 (??/??/92)  245.753  (m)          806.27   (f) ADJ UNCH    2 0
 KD0494
 KD0494.Superseded values are not recommended for survey control.
 KD0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0494.See file dsdata.txt to determine how the superseded data were derived.
 KD0494
 KD0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD826181(NAD 83)
 KD0494_MARKER: DB = BENCH MARK DISK
 KD0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0494_STAMPING: BLUE LICK NO 1 1949
 KD0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0494+STABILITY: SURFACE MOTION
 KD0494
 KD0494  HISTORY     - Date     Condition        Report By
 KD0494  HISTORY     - 1949     MONUMENTED       CGS
 KD0494  HISTORY     - 1963     GOOD             NGS
 KD0494  HISTORY     - 1969     GOOD             NGS
 KD0494
 KD0494                          STATION DESCRIPTION
 KD0494
 KD0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0494'8.3 MI S FROM MARSHALL.
 KD0494'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURTHOUSE AT
 KD0494'MARSHALL, THENCE 7.9 MILE SOUTH ALONG U.S. HIGHWAY 65, THENCE
 KD0494'0.3 MILE WEST ALONG OLD HIGHWAY 65, 92.2 FEET SOUTH EAST AND
 KD0494'ACROSS THE HIGHWAY FROM RM NO 2, 65.4 FEET SOUTH AND ACROSS
 KD0494'THE HIGHWAY FROM THE STATION MARK, 28.5 FEET SOUTH OF THE CENTERLINE
 KD0494'OF THE HIGHWAY, 17.5 FEET EAST OF THE CENTERLINE OF THE ROAD TO
 KD0494'THE GRAVEL PIT, 2 FEET NORTHWEST OF A WITNESS POST, ABOUT 1.5
 KD0494'FEET HIGHER THAN THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE
 KD0494'POST PROJECTING 0.3 FOOT.
 KD0494
 KD0494                          STATION RECOVERY (1969)
 KD0494
 KD0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KD0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0496 ***********************************************************************
 KD0496  DESIGNATION -  BLUE LICK RM 2
 KD0496  PID         -  KD0496
 KD0496  STATE/COUNTY-  MO/SALINE
 KD0496  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0496
 KD0496                         *CURRENT SURVEY CONTROL
 KD0496  ___________________________________________________________________
 KD0496* NAD 83(1986)-  39 00 45.     (N)    093 12 00.     (W)     SCALED    
 KD0496* NAVD 88     -       245.647  (meters)     805.93   (feet)  ADJUSTED  
 KD0496  ___________________________________________________________________
 KD0496  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0496  DYNAMIC HT  -         245.493 (meters)     805.42  (feet)  COMP
 KD0496  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 KD0496
 KD0496  VERT ORDER  -  SECOND    CLASS 0
 KD0496
 KD0496.The horizontal coordinates were scaled from a topographic map and have
 KD0496.an estimated accuracy of +/- 6 seconds.
 KD0496
 KD0496.The orthometric height was determined by differential leveling
 KD0496.and adjusted by the National Geodetic Survey in June 1991..
 KD0496
 KD0496.The geoid height was determined by GEOID03.
 KD0496
 KD0496.The dynamic height is computed by dividing the NAVD 88
 KD0496.geopotential number by the normal gravity value computed on the
 KD0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0496.degrees latitude (g = 980.6199 gals.).
 KD0496
 KD0496.The modeled gravity was interpolated from observed gravity values.
 KD0496
 KD0496;                    North         East    Units  Estimated Accuracy
 KD0496;SPC MO C     -   353,050.      439,380.      MT  (+/- 180 meters Scaled)
 KD0496
 KD0496                          SUPERSEDED SURVEY CONTROL
 KD0496
 KD0496  NGVD 29 (??/??/92)  245.569  (m)          805.67   (f) ADJ UNCH    2 0
 KD0496
 KD0496.Superseded values are not recommended for survey control.
 KD0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0496.See file dsdata.txt to determine how the superseded data were derived.
 KD0496
 KD0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD826181(NAD 83)
 KD0496_MARKER: DB = BENCH MARK DISK
 KD0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0496_STAMPING: BLUE LICK NO 2 1949
 KD0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0496+STABILITY: SURFACE MOTION
 KD0496
 KD0496  HISTORY     - Date     Condition        Report By
 KD0496  HISTORY     - 1949     MONUMENTED       CGS
 KD0496  HISTORY     - 1963     GOOD             NGS
 KD0496  HISTORY     - 1969     GOOD             NGS
 KD0496
 KD0496                          STATION DESCRIPTION
 KD0496
 KD0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0496'8.3 MI S FROM MARSHALL.
 KD0496'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURTHOUSE AT
 KD0496'MARSHALL, THENCE 7.9 MILE SOUTH ALONG U.S. HIGHWAY 65, THENCE
 KD0496'0.3 MILE WEST ALONG OLD HIGHWAY 65, 92.2 FEET NORTHWEST AND
 KD0496'ACROSS THE HIGHWAY FROM RM NO1, 80.5 FEET WEST OF THE STATION
 KD0496'MARK, 26.8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.3
 KD0496'FEET NORTH OF A BRACE POLE, ABOUT 1.5 FEET HIGHER THAN THE
 KD0496'HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 KD0496
 KD0496                          STATION RECOVERY (1969)
 KD0496
 KD0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KD0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1362 ***********************************************************************
 KE1362  DESIGNATION -  BLUE SPRINGS NEW MUN TANK
 KE1362  PID         -  KE1362
 KE1362  STATE/COUNTY-  MO/JACKSON
 KE1362  USGS QUAD   -  BLUE SPRINGS (1990)
 KE1362
 KE1362                         *CURRENT SURVEY CONTROL
 KE1362  ___________________________________________________________________
 KE1362* NAD 83(1997)-  39 01 02.03360(N)    094 16 41.89230(W)     ADJUSTED  
 KE1362* NAVD 88     -                                                        
 KE1362  ___________________________________________________________________
 KE1362  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 KE1362  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KE1362
 KE1362  HORZ ORDER  -  THIRD
 KE1362
 KE1362.The horizontal coordinates were established by classical geodetic methods
 KE1362.and adjusted by the National Geodetic Survey in February 2000..
 KE1362
 KE1362
 KE1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1362
 KE1362.The geoid height was determined by GEOID03.
 KE1362
 KE1362;                    North         East     Units Scale Factor Converg.
 KE1362;SPC MO W     -   316,385.636   869,198.999   MT  0.99994571   +0 08 22.5
 KE1362;UTM  15      - 4,319,466.052   389,334.394   MT  0.99975080   -0 48 17.4
 KE1362
 KE1362                          SUPERSEDED SURVEY CONTROL
 KE1362
 KE1362  NAD 83(1997)-  39 01 02.03373(N)    094 16 41.89253(W) AD(       ) 4
 KE1362  NAD 83(1986)-  39 01 02.04040(N)    094 16 41.88841(W) AD(       ) 4
 KE1362  NAD 27      -  39 01 02.01720(N)    094 16 41.07616(W) AD(       ) 3
 KE1362
 KE1362.Superseded values are not recommended for survey control.
 KE1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1362.See file dsdata.txt to determine how the superseded data were derived.
 KE1362
 KE1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8933419466(NAD 83)
 KE1362_MARKER: 53 = ELEVATED TANK
 KE1362
 KE1362  HISTORY     - Date     Condition        Report By
 KE1362  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1362  HISTORY     - 19950901 GOOD             USPSQD
 KE1362  HISTORY     - 20050717 GOOD             GEOCAC
 KE1362
 KE1362                          STATION DESCRIPTION
 KE1362
 KE1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1362'THE STATION, BLUE SPRINGS NEW MUNICIPAL TANK, IS THE CENTER OF THE
 KE1362'TOP OF AN ELEVATED WATER TANK, PAINTED BLUE AND IS SUPPORTED BY FIVE
 KE1362'ROUND LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 150 FEET AND
 KE1362'IS LOCATED IN THE SOUTHWEST ANGLE OF EAST SMITH STREET AND SOUTH
 KE1362'11TH STREET IN BLUE SPRINGS.  THE TANK HAS BLUE SPRINGS LETTERED
 KE1362'ON THE NORTH AND SOUTH SIDES.
 KE1362
 KE1362                          STATION RECOVERY (1995)
 KE1362
 KE1362'RECOVERY NOTE BY US POWER SQUADRON 1995
 KE1362'RECOVERED IN GOOD CONDITION.
 KE1362
 KE1362                          STATION RECOVERY (2005)
 KE1362
 KE1362'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1362'THE TANK IS NOW PAINTED BEIGE WITH BLUE LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1403 ***********************************************************************
 HD1403  DESIGNATION -  BLUFF
 HD1403  PID         -  HD1403
 HD1403  STATE/COUNTY-  MO/ST CLAIR
 HD1403  USGS QUAD   -  ROSCOE (1991)
 HD1403
 HD1403                         *CURRENT SURVEY CONTROL
 HD1403  ___________________________________________________________________
 HD1403* NAD 83(1997)-  37 59 52.88748(N)    093 47 40.16852(W)     ADJUSTED  
 HD1403* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 HD1403  ___________________________________________________________________
 HD1403  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 HD1403  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HD1403
 HD1403  HORZ ORDER  -  SECOND
 HD1403
 HD1403.The horizontal coordinates were established by classical geodetic methods
 HD1403.and adjusted by the National Geodetic Survey in February 2000..
 HD1403
 HD1403.The orthometric height was scaled from a topographic map.
 HD1403
 HD1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1403
 HD1403.The geoid height was determined by GEOID03.
 HD1403
 HD1403;                    North         East     Units Scale Factor Converg.
 HD1403;SPC MO W     -   203,465.545   911,964.970   MT  0.99998845   +0 26 03.7
 HD1403;UTM  15      - 4,205,893.568   430,243.373   MT  0.99965993   -0 29 20.9
 HD1403
 HD1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1403!SPC MO W     -   0.99996260  x   0.99998845  =   0.99995105
 HD1403!UTM  15      -   0.99996260  x   0.99965993  =   0.99962254
 HD1403
 HD1403:                Primary Azimuth Mark                     Grid Az
 HD1403:SPC MO W     -  OSCEOLA MO PUB SERV CO TANK              057 57 52.3
 HD1403:UTM  15      -  OSCEOLA MO PUB SERV CO TANK              058 53 16.9
 HD1403
 HD1403|---------------------------------------------------------------------|
 HD1403| PID    Reference Object                     Distance      Geod. Az  |
 HD1403|                                                           dddmmss.s |
 HD1403| JD2719 OSCEOLA MO PUB SERV CO TANK         APPROX. 9.4 KM 0582356.0 |
 HD1403| CN5718 BLUFF AZ MK                                        1324618.1 |
 HD1403| AI9037 BLUFF RM 1                           30.007 METERS 20029     |
 HD1403| AI9038 BLUFF RM 2                           27.101 METERS 33010     |
 HD1403| JD2721 CHALK                               APPROX. 6.3 KM 3402148.2 |
 HD1403|---------------------------------------------------------------------|
 HD1403
 HD1403                          SUPERSEDED SURVEY CONTROL
 HD1403
 HD1403  NAD 83(1997)-  37 59 52.88871(N)    093 47 40.16837(W) AD(       ) 2
 HD1403  NAD 83(1997)-  37 59 52.89746(N)    093 47 40.16724(W) AD(       ) 2
 HD1403  NAD 83(1986)-  37 59 52.89760(N)    093 47 40.16664(W) AD(       ) 2
 HD1403  NAD 27      -  37 59 52.78540(N)    093 47 39.40330(W) AD(       ) 2
 HD1403
 HD1403.Superseded values are not recommended for survey control.
 HD1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1403.See file dsdata.txt to determine how the superseded data were derived.
 HD1403
 HD1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3024305894(NAD 83)
 HD1403_MARKER: DS = TRIANGULATION STATION DISK
 HD1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HD1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD1403
 HD1403  HISTORY     - Date     Condition        Report By
 HD1403  HISTORY     - 1948     MONUMENTED       CGS
 HD1403  HISTORY     - 1962     GOOD             CGS
 HD1403  HISTORY     - 1974     MARK NOT FOUND   USE
 HD1403  HISTORY     - 1980     GOOD             NGS
 HD1403  HISTORY     - 19800101 GOOD             NGS
 HD1403
 HD1403                          STATION DESCRIPTION
 HD1403
 HD1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HD1403'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHWEST OF OSCEOLA, 1.25
 HD1403'MILES NORTH AND 0.75 MILES EAST OF ROSCOE ON EDGE OF BLUFF
 HD1403'OVERLOOKING THE OSAGE RIVER TO THE WEST AND ON LAND OWNED
 HD1403'BY MR. J.D. RUSSELL.  IT IS ABOUT 0.5 MILE NORTHWEST OF THE
 HD1403'RUSSELL FARM HOUSE, 33 FEET NORTH OF TRIANGULAR BLAZED 1 FOOT
 HD1403'OAK TREE AND 19 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 HD1403'STAMPED BLUFF 1948 AND SET FLUSH WITH THE GROUND.
 HD1403'
 HD1403'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 1 FOOT WEST
 HD1403'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED BLUFF NO 1 1948
 HD1403'AND PROJECTS 8 INCHES.
 HD1403'
 HD1403'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET IN
 HD1403'BEDROCK OUTCROP ON WEST EDGE OF BLUFF AND ABOUT 2 FEET LOWER
 HD1403'IN ELEVATION THAN STATION.  IT IS STAMPED BLUFF NO 2 1948 AND
 HD1403'SET FLUSH WITH THE ROCK SURFACE.
 HD1403'
 HD1403'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION,
 HD1403'SET IN THE GARDEN ABOUT 110 FEET NORTHWEST OF THE NORTHWEST
 HD1403'CORNER OF THE RUSSELL HOME, 10 FEET EAST OF EAST END OF BOARD
 HD1403'GATE INTO GARDEN AND 1 FOOT NORTH OF FENCE LINE.  IT IS STAMPED
 HD1403'BLUFF 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 HD1403'
 HD1403'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT
 HD1403'HOUSE IN OSCEOLA, GO SOUTH ON STATE ROUTE 13 FOR 0.2 MILE TO
 HD1403'JUNCTION OF STATE ROUTE 13 AND 82, CONTINUE STRAIGHT AHEAD ON
 HD1403'STATE ROUTE 82 FOR 8.0 MILES TO CROSSROADS, TURN RIGHT AND GO
 HD1403'NORTH ON DIRT ROAD FOR 0.5 MILE TO T-INTERSECTION, TURN LEFT
 HD1403'AND GO WEST 0.2 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO
 HD1403'NORTH FOR 1.0 MILE TO WHERE MAIN ROAD TURNS EAST JUST SOUTH
 HD1403'OF FARM HOUSE, CONTINUE STRAIGHT AHEAD INTO FARM YARD, TURN
 HD1403'LEFT THROUGH BOARD GATE JUST WEST OF HOUSE, (AZIMUTH MARK
 HD1403'IS JUST NORTH OF THIS GATE AT THE EAST END OF BOARD GATE
 HD1403'INTO GARDEN AS DESCRIBED) CONTINUE WEST ACROSS BARN LOT TO
 HD1403'SECOND GATE, PASS THROUGH GATE AND FOLLOW TRACK ROAD WEST
 HD1403'AND NORTHWEST FOR 0.35 MILE TO FENCE CORNER ON LEFT, BEAR LEFT
 HD1403'AROUND NORTH SIDE OF FENCE LINE FOR 0.05 MILE, THENCE
 HD1403'LEFT SOUTH ALONG WEST SIDE OF FENCE LINE FOR 0.15 MILE TO THE
 HD1403'STATION ON THE LEFT AS DESCRIBED.
 HD1403'
 HD1403'A 74 FOOT SIGNAL AT STATION CHALK IS VISIBLE FROM THE GROUND.
 HD1403'
 HD1403'A 74 FOOT SIGNAL AT STATION VISTA IS VISIBLE FROM THE GROUND.
 HD1403'
 HD1403'AN 87 FOOT SIGNAL AT STATION MET IS VISIBLE FROM THE GROUND.
 HD1403'
 HD1403'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1403
 HD1403                          STATION RECOVERY (1962)
 HD1403
 HD1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PB)
 HD1403'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 HD1403'CONDITION.  A NEW TO REACH FOLLOWS.
 HD1403'
 HD1403'THE STATION IS LOCATED 4 MILES SOUTH AND 5-1/2 MILES WEST OF
 HD1403'OSCEOLA, 3/4 MILE EAST OF ROSCOE, ON PROPERTY OWNED BY MR. J.D.
 HD1403'RUSSELL AND IN THE SE 1/4 OF SECTION 4 T 37 N, R 26 W.
 HD1403'
 HD1403'TO REACH FROM THE SOUTHWEST CORNER OF THE COURTHOUSE IN OSCEOLA,
 HD1403'GO SOUTH ON STATE ROUTE 13 FOR 0.2 MILE TO THE JUNCTION OF
 HD1403'STATE HIGHWAY 13 AND STATE HIGHWAY 82, CONTINUE ON STATE HIGHWAY
 HD1403'82 SOUTH AND WEST FOR 7.5 MILES TO A CROSSROAD, TURN RIGHT
 HD1403'AND GO NORTH ON DIRT ROAD FOR 0.5 MILE TO A T-ROAD, TURN LEFT
 HD1403'AND GO WEST FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, GO
 HD1403'NORTH FOR 1.0 MILE TO WHERE MAIN ROAD TURNS RIGHT EAST JUST
 HD1403'SOUTH OF FARM HOUSE, CONTINUE STRAIGHT AHEAD INTO FARM YARD,
 HD1403'TURN LEFT THROUGH GATE JUST WEST OF FARM HOUSE, (AZIMUTH MARK
 HD1403'IS 25 YARDS NORTH OF THIS GATE.) CONTINUE WEST ACROSS BARN
 HD1403'LOT TO A SECOND GATE, CONTINUE WEST NORTHWEST ON TRACK ROAD
 HD1403'FOR 0.35 MILE TO A FENCE CORNER, TURN LEFT SOUTH ALONG
 HD1403'WEST SIDE OF A FENCE AND GO 0.15 MILE TO THE STATION.
 HD1403'
 HD1403'THE STATION MARK IS A STANDARD DISK, STAMPED BLUFF 1948, SET
 HD1403'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 HD1403'WITH THE GROUND SURFACE.  IT IS 32 FEET NORTHWEST OF A 18-INCH
 HD1403'TRIANGLE BLAZED OAK TREE, 18.5 FEET WEST OF THE WITNESS POST
 HD1403'AND 18 FEET WEST OF A WIRE FENCE.
 HD1403'
 HD1403'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED BLUFF NO 1 1948,
 HD1403'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HD1403'PROJECTS 6 INCHES.  IT IS 97 FEET SOUTH OF THE WITNESS POST AND
 HD1403'1 FOOT SOUTH OF THE WIRE FENCE.
 HD1403'
 HD1403'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED BLUFF NO 2 1948,
 HD1403'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 105
 HD1403'FEET NORTHWEST OF THE WITNESS POST AND 96 FEET WEST OF THE
 HD1403'WIRE FENCE.
 HD1403'
 HD1403'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLUFF 1948, SET
 HD1403'IN THE TOP OF AN 18-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HD1403'2-INCHES.  IT IS 8 FEET EAST OF A BOARD GATE, 1 FOOT NORTH
 HD1403'OF A WIRE FENCE AND 1.5 FEET EAST OF THE WITNESS POST.
 HD1403
 HD1403                          STATION RECOVERY (1974)
 HD1403
 HD1403'RECOVERY NOTE BY US ENGINEERS 1974 (HLY)
 HD1403'AZIMUTH MARK DESTROYED WILL HAVE TO BE MOVED BUILDING ON LINE.
 HD1403'
 HD1403'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILES N AND 0.75
 HD1403'MI. E. OF ROSCOE, MO.
 HD1403
 HD1403                          STATION RECOVERY (1980)
 HD1403
 HD1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HD1403'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 HD1403'GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  THERE WAS NO
 HD1403'SUITABLE LOCATION FOR A NEW AZIMUTH MARK THIS DATE DUE TO TREES AND
 HD1403'BUILDINGS.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS 31 SECONDS
 HD1403'LARGER THAN 1962 DATA AND THE DISTANCES TO THE MARKS AGREED WITH
 HD1403'1962 DATA.  A U.S. ARMY CORP OF ENGINEERS MARK HAS BEEN ESTABLISHED
 HD1403'NEARBY AND WAS TIED IN THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 HD1403'
 HD1403'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF OSCEOLA, 3/4 MILE
 HD1403'EAST OF ROSCOE, ON A BLUFF OVERLOOKING THE OSAGE RIVER, IN THE SE 1/4,
 HD1403'SEC 4, T37N, R26W AND ON PROPERTY OWNED BY THE ARMY CORP OF ENGINEERS.
 HD1403'
 HD1403'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 HD1403'SQUARE IN OSCEOLA, GO SOUTH AND SOUTHWEST ON BUSINESS ROUTE STATE
 HD1403'HIGHWAY 82 FOR 2.25 MILES TO STATE HIGHWAY 82.  CONTINUE SOUTHWEST
 HD1403'ON HIGHWAY 82 FOR 5.75 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 HD1403'ON A GRAVELED ROAD FOR 0.5 MILE TO A T-ROAD.  TURN LEFT AND GO WEST
 HD1403'ON A GRAVELED ROAD FOR 0.25 MILE TO A SIDEROAD RIGHT.  TURN RIGHT AND
 HD1403'GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A FARM HOUSE, OCCUPIED
 HD1403'BY BOBBY BURROW, STRAIGHT AHEAD, AT A POINT WHERE THE ROAD CURVES
 HD1403'RIGHT.  CONTINUE NORTH ON A FARM LANE FOR 0.05 MILE TO A GATE ON THE
 HD1403'LEFT, AT THE WEST SIDE OF THE HOUSE.  TURN LEFT AND GO WEST AND NORTH
 HD1403'ON A GRAVELED FARM ROAD FOR 0.3 MILE TO A FENCE CORNER AT THE
 HD1403'NORTHEAST CORNER OF THE NORTHWEST ONE, OF TWO TURKEY HOUSES.  TURN
 HD1403'LEFT AND GO WEST, ALONG THE NORTH SIDE OF AN EAST/WEST FENCE FOR
 HD1403'150 FEET TO A GATE AT A T-FENCE CORNER.  PASS THROUGH THE GATE AND
 HD1403'CONTINUE WEST ALONG THE NORTH SIDE OF THE EAST/WEST FENCE FOR 0.15
 HD1403'MILE TO A NORTH/SOUTH FENCE AT THE EDGE OF THE WOODS AND THE STATION
 HD1403'ON THE LEFT AND SOUTHWEST OF THE FENCE CORNER.
 HD1403'
 HD1403'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BLUFF 1948---SET
 HD1403'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 52.8 FEET
 HD1403'SOUTHWEST OF THE T-FENCE CORNER, 31.5 FEET NORTHWEST OF A TRIANGLE
 HD1403'BLAZED, 24-INCH OAK TREE, 22.8 FEET SOUTHEAST OF A WITNESS POST AND
 HD1403'18.5 FEET WEST OF A FENCE AND A WITNESS POST.  THE UNDERGROUND MARK
 HD1403'WAS NOT INSPECTED.
 HD1403'
 HD1403'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BLUFF NO 1 1948---
 HD1403'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 HD1403'IS 96 FEET SOUTH OF THE WITNESS POST IN THE FENCELINE AND 1 FOOT WEST
 HD1403'OF THE NORTH/SOUTH FENCE.
 HD1403'
 HD1403'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BLUFF NO 2 1948---SET
 HD1403'IN A DRILLED HOLE IN ROCK OUTCROP AND IS FLUSH.  IT IS 105 FEET
 HD1403'NORTHWEST OF THE WITNESS POST IN THE FENCELINE, 96 FEET WEST OF THE
 HD1403'NORTH/SOUTH FENCE AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 HD1403'
 HD1403'1149.21 USE IS A BRONZE DISK OF THE ARMY CORP OF ENGINEERS,
 HD1403'STAMPED---WIT COR 1149.21 NO TO CTR SEC 4 T37N R26W 1975---SET IN
 HD1403'THE TOP OF A 6-INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 HD1403'36.1 FEET WEST-NORTHWEST OF THE WITNESS POST IN THE FENCELINE, 32.0
 HD1403'FEET WEST OF THE FENCE, 1.2 FEET SOUTHEAST OF A WITNESS POST AND
 HD1403'ABOUT THE SAME ELEVATION AS THE STATION.
 HD1403'
 HD1403'NO MEASUREMENTS WERE MADE BETWEEN THE REFERENCE MARKS OR THE USE
 HD1403'MARK AND THE REFERENCE MARKS DUE TO BRUSH AND TREES.
 HD1403'
 HD1403'REBAR WAS DRIVEN ALONGSIDE THE SURFACE STATION MARK AND REFERENCE
 HD1403'MARK 1.
 HD1403'
 HD1403'PROPERTY OWNED BY I.D. RUSSELL AND OCCUPIED BY BOBBY BURROW MUST BE
 HD1403'CROSSED TO REACH THE STATION.
 HD1403
 HD1403                          STATION RECOVERY (1980)
 HD1403
 HD1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HD1403'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 HD1403'GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  THERE WAS NO
 HD1403'SUITABLE LOCATION FOR A NEW AZIMUTH MARK THIS DATE DUE TO TREES AND
 HD1403'BUILDINGS.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS 32 SECONDS
 HD1403'LARGER THAN 1962 DATA AND THE DISTANCES TO THE MARKS AGREED WITH 1962
 HD1403'DATA.  A U.S. ARMY CORP OF ENGINEERS MARK HAS BEEN ESTABLISHED NEARBY
 HD1403'AND WAS TIED IN THIS DATE.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 HD1403'LOCATED ABOUT 6 MILES (9.7 KM) SOUTHWEST OF OSCEOLA, 3/4 MILE EAST OF
 HD1403'ROSCOE, ON A BLUFF OVERLOOKING THE OSAGE RIVER, IN THE SE 1/4 SEC 4,
 HD1403'T37N, R26W AND ON PROPERTY OWNED BY THE ARMY CORP OF ENGINEERS.  TO
 HD1403'REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE
 HD1403'IN OSCEOLA, GO SOUTH AND SOUTHWEST ON BUSINESS ROUTE STATE HIGHWAY 82
 HD1403'FOR 2.25 MILES (3.62 KM) TO STATE HIGHWAY 82. CONTINUE SOUTHWEST ON
 HD1403'HIGHWAY 82 FOR 5.75 MILES (9.25 KM) TO A CROSSROAD.  TURN RIGHT AND GO
 HD1403'NORTH ON A GRAVELED ROAD FOR 0.5 MILE (0.8 KM) TO A T-ROAD.  TURN LEFT
 HD1403'AND GO WEST ON A GRAVELED ROAD FOR 0.25 MILE (0.40 KM) TO A SIDE ROAD
 HD1403'RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE (1.6
 HD1403'KM) TO A FARM HOUSE, OCCUPIED BY BOBBY BURROW, STRAIGHT AHEAD, AT A
 HD1403'POINT WHERE THE ROAD CURVES RIGHT.  CONTINUE NORTH ON A FARM LANE FOR
 HD1403'0.05 MILE (0.08 KM) TO A GATE ON THE LEFT, AT THE WEST SIDE OF THE
 HD1403'HOUSE.  TURN LEFT AND GO WEST AND NORTH ON A GRAVELED FARM ROAD FOR
 HD1403'0.3 MILE (0.5 KM) TO A FENCE CORNER AT THE NORTHEAST CORNER OF THE
 HD1403'NORTHWEST ONE, OF TWO TURKEY HOUSES.  TURN LEFT AND GO WEST, ALONG THE
 HD1403'NORTH SIDE OF AN EAST/WEST FENCE FOR 150 FEET (45.7 M) TO A GATE AT A
 HD1403'T-FENCE CORNER. PASS THROUGH THE GATE AND CONTINUE WEST ALONG THE
 HD1403'NORTH SIDE OF THE EAST/WEST FENCE FOR 0.15 MILE (0.24 KM) TO A
 HD1403'NORTH/SOUTH FENCE AT THE EDGE OF THE WOOD AND THE STATION ON THE LEFT
 HD1403'AND SOUTHWEST OF THE FENCE CORNER.  TO REACE STATION MARK IS A
 HD1403'STANDARD DISK, STAMPED--BLUFF 1948--, SET IN THE TOP OF A SQUARE
 HD1403'CONCRETE POST THAT IS FLUSH.  IT IS 52.8 FEET (16.1 M) SOUTHWEST OF
 HD1403'THE T-FENCE CORNER, 31.5 FEET (9.6 M) NORTHWEST OF A TRIANGLE BLAZED,
 HD1403'24-INCH OAK TREE, 22.8 FEET (6.9 M) SOUTHEAST OF A WITNESS POST AND
 HD1403'18.5 FEET (5.6 M) WEST OF A FENCE AND A WITNESS POST.  THE UNDERGROUND
 HD1403'MARK WAS NOT INSPECTED.  REFERENCE MARK 1 IS A STANDARD DISK, STAMPED
 HD1403'--BLUFF NO 1 1948--, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 HD1403'PROJECTS 6 INCHES.  IT IS 96 FEET (29.3 M) SOUTH OF THE WITNESS POST
 HD1403'IN THE FENCELINE AND 1 FOOT (0.3 M) WEST OF THE NORTH/SOUTH FENCE.
 HD1403'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED--BLUFF NO 2 1948--, SET
 HD1403'IN A DRILLED HOLE IN ROCK OUTCROP AND IS FLUSH.  IT IS 105 FEET (32.0
 HD1403'M) NORTHWEST OF THE WITNESS POST IN THE FENCELINE, 96 FEET (29.3 M)
 HD1403'WEST OF THE NORTH/SOUTH FENCE AND IS ABOUT 2 FEET (0.6 M) LOWER THAN
 HD1403'THE STATION.  1149.21 USE IS A BRONZE DISK OF THE ARMY CORP OF
 HD1403'ENGINEERS, STAMPED--WIT COR 1149.21 NO TO CTR SEC 4 T37N R26W
 HD1403'1975--SET IN THE TOP OF A 6-INCH ROUND CONCRETE POST THAT PROJECTS 4
 HD1403'INCHES.  IT IS 36.1 FEET (11.0 M) WEST-NORTHWEST OF THE WITNESS POST
 HD1403'IN THE FENCELINE, 32.0 FEET (9.8 M) WEST OF THE FENCE, 1.2 FEET (0.4
 HD1403'M) SOUTHEAST OF A WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 HD1403'STATION.  NO MEASUREMENTS WERE MADE BETWEEN THE REFERENCE MARKS OR THE
 HD1403'USE MARK AND THE REFERENCE MARKS DUE TO BRUSH AND TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0974 ***********************************************************************
 GE0974  DESIGNATION -  BLUFF
 GE0974  PID         -  GE0974
 GE0974  STATE/COUNTY-  MO/BUTLER
 GE0974  USGS QUAD   -  POPLAR BLUFF (1979)
 GE0974
 GE0974                         *CURRENT SURVEY CONTROL
 GE0974  ___________________________________________________________________
 GE0974* NAD 83(1997)-  36 45 56.24122(N)    090 23 20.64870(W)     ADJUSTED  
 GE0974* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 GE0974  ___________________________________________________________________
 GE0974  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 GE0974  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GE0974
 GE0974  HORZ ORDER  -  FIRST
 GE0974
 GE0974.The horizontal coordinates were established by classical geodetic methods
 GE0974.and adjusted by the National Geodetic Survey in February 2000..
 GE0974
 GE0974.The orthometric height was scaled from a topographic map.
 GE0974
 GE0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0974
 GE0974.The geoid height was determined by GEOID03.
 GE0974
 GE0974;                    North         East     Units Scale Factor Converg.
 GE0974;SPC MO E     -   103,449.914   259,903.712   MT  0.99993454   +0 03 59.0
 GE0974;UTM  15      - 4,072,052.070   733,044.522   MT  1.00026913   +1 33 48.4
 GE0974
 GE0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0974!SPC MO E     -   0.99998528  x   0.99993454  =   0.99991982
 GE0974!UTM  15      -   0.99998528  x   1.00026913  =   1.00025440
 GE0974
 GE0974|---------------------------------------------------------------------|
 GE0974| PID    Reference Object                     Distance      Geod. Az  |
 GE0974|                                                           dddmmss.s |
 GE0974| CI3032 BLUFF RM 1                           33.885 METERS 05930     |
 GE0974| CI3033 BLUFF RM 2                           43.074 METERS 18522     |
 GE0974| GE0955 POPLAR BLUFF HWY PAT RAD MAST       APPROX. 7.2 KM 2353305.4 |
 GE0974| CI3031 BLUFF AZ MK                                        3100816.5 |
 GE0974|---------------------------------------------------------------------|
 GE0974
 GE0974                          SUPERSEDED SURVEY CONTROL
 GE0974
 GE0974  NAD 83(1997)-  36 45 56.24380(N)    090 23 20.64955(W) AD(       ) 1
 GE0974  NAD 83(1997)-  36 45 56.24715(N)    090 23 20.64833(W) AD(       ) 1
 GE0974  NAD 83(1986)-  36 45 56.25137(N)    090 23 20.65028(W) AD(       ) 1
 GE0974  NAD 27      -  36 45 56.05800(N)    090 23 20.25100(W) AD(       ) 1
 GE0974
 GE0974.Superseded values are not recommended for survey control.
 GE0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0974.See file dsdata.txt to determine how the superseded data were derived.
 GE0974
 GE0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3304572052(NAD 83)
 GE0974_MARKER: DS = TRIANGULATION STATION DISK
 GE0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0974+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 GE0974
 GE0974  HISTORY     - Date     Condition        Report By
 GE0974  HISTORY     - 1938     MONUMENTED       CGS
 GE0974  HISTORY     - 20031210 GOOD             MODNR
 GE0974
 GE0974                          STATION DESCRIPTION
 GE0974
 GE0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 GE0974'ABOUT 0.7 MILE NORTH-NORTHEAST OF THE COURTHOUSE IN POPLAR BLUFF,
 GE0974'ON LAND OWNED BY THE COUNTY.  REACHED FROM THE NORTHEAST
 GE0974'CORNER OF THE COURTHOUSE SQUARE, GO NORTH ON SECOND STREET
 GE0974'0.5 MILE TO RELIEF STREET, THENCE RIGHT ON RELIEF STREET
 GE0974'0.1 MILE TO COLE AVENUE, TURN LEFT ON COLE AVENUE 0.2 MILE
 GE0974'TO TOP OF HILL AND STATION ON LEFT.  STATION IS 28 FEET WEST
 GE0974'OF CENTER LINE OF COLE AVENUE, 76 FEET WEST OF SOUTHWEST
 GE0974'CORNER OF THE HOUSE AT 1006 COLE AVENUE, 55 FEET EAST-BY-SOUTH
 GE0974'OF A 20-INCH BLACK OAK TREE, 130 FEET NORTH OF CENTER LINE
 GE0974'OF STREET INTERSECTION SOUTH OF STATION (THIS INTERSECTION
 GE0974'HAS NO STREET RUNNING WEST) ABOUT 75 FEET NORTH OF THE
 GE0974'HIGHEST PART OF THE HILL.
 GE0974'
 GE0974'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GE0974'BRONZE DISKS SET IN CONCRETE.
 GE0974'
 GE0974'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 38 FEET
 GE0974'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AT
 GE0974'1006 COLE AVENUE.  THE MARK IS SET FLUSH WITH THE SURFACE OF
 GE0974'THE GROUND AND IS STAMPED BLUFF NO. 1 1938.
 GE0974'
 GE0974'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION ON SOUTHEAST
 GE0974'CORNER OF THE STREET INTERSECTION, 1 FOOT EAST OF THE NORTH
 GE0974'END OF THE SIDEWALK, 3 FEET SOUTH-SOUTHWEST OF CITY STREET
 GE0974'LIGHT POLE 263, IN NORTHWEST CORNER OF FRANK LADES FRONT YARD.
 GE0974'
 GE0974'AZIMUTH MARK IS ABOUT 0.6 MILE WEST-NORTHWEST OF STATION,
 GE0974'ON NORTHWEST CORNER OF A STREET INTERSECTION, 48 FEET WEST
 GE0974'OF CITY STREET LIGHT POLE 916, 3 FEET WEST OF CORNER FENCE
 GE0974'POLE.  TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH ON
 GE0974'COLE AVENUE 0.25 MILE, THEN TURN LEFT (WEST) 0.4 MILE THRU
 GE0974'CITY DUMP, THEN CONTINUE WEST 0.25 MILE TO CROSSROADS AND
 GE0974'AZIMUTH MARK.  TO REACH THE AZIMUTH MARK FROM THE INTERSECTION
 GE0974'OF MAIN STREET AND GARFIELD STREET, GO NORTH ON GARFIELD
 GE0974'STREET 0.6 MILE TO THE AZIMUTH MARK.
 GE0974'
 GE0974'100-FOOT LIGHT AT ROCK IS VISIBLE FROM 37 FEET.
 GE0974'
 GE0974'110-FOOT LIGHT AT DUDLEY IS VISIBLE FROM 37 FEET.
 GE0974'
 GE0974'110-FOOT LIGHT AT HEAD 1930 IS VISIBLE FROM THE GROUND.
 GE0974'
 GE0974'HEIGHT OF LIGHT ABOVE STATION MARK - 32 METERS.
 GE0974
 GE0974                          STATION RECOVERY (2003)
 GE0974
 GE0974'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 GE0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1104 ***********************************************************************
 KD1104  DESIGNATION -  BLUFF ROCK
 KD1104  PID         -  KD1104
 KD1104  STATE/COUNTY-  MO/CHARITON
 KD1104  USGS QUAD   -  CAMBRIDGE (1978)
 KD1104
 KD1104                         *CURRENT SURVEY CONTROL
 KD1104  ___________________________________________________________________
 KD1104* NAD 83(1997)-  39 21 31.66828(N)    092 56 18.18492(W)     ADJUSTED  
 KD1104* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 KD1104  ___________________________________________________________________
 KD1104  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 KD1104  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KD1104
 KD1104  HORZ ORDER  -  SECOND
 KD1104
 KD1104.The horizontal coordinates were established by classical geodetic methods
 KD1104.and adjusted by the National Geodetic Survey in February 2000..
 KD1104
 KD1104.The orthometric height was scaled from a topographic map.
 KD1104
 KD1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1104
 KD1104.The geoid height was determined by GEOID03.
 KD1104
 KD1104;                    North         East     Units Scale Factor Converg.
 KD1104;SPC MO C     -   391,353.022   462,219.297   MT  0.99995090   -0 16 40.9
 KD1104;UTM  15      - 4,356,595.682   505,308.326   MT  0.99960035   +0 02 20.7
 KD1104
 KD1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1104!SPC MO C     -   0.99996790  x   0.99995090  =   0.99991880
 KD1104!UTM  15      -   0.99996790  x   0.99960035  =   0.99956827
 KD1104
 KD1104|---------------------------------------------------------------------|
 KD1104| PID    Reference Object                     Distance      Geod. Az  |
 KD1104|                                                           dddmmss.s |
 KD1104| CL8908 BLUFF ROCK RM 1                       9.452 METERS 00002     |
 KD1104| CL8907 BLUFF ROCK AZ MK                                   1035815.3 |
 KD1104| CL8909 BLUFF ROCK RM 2                      10.304 METERS 11442     |
 KD1104| KD1105 SALEM RESET                         APPROX. 6.4 KM 1332848.9 |
 KD1104| CL8910 BLUFF ROCK RM 3                       9.345 METERS 35943     |
 KD1104|---------------------------------------------------------------------|
 KD1104
 KD1104                          SUPERSEDED SURVEY CONTROL
 KD1104
 KD1104  NAD 83(1986)-  39 21 31.67253(N)    092 56 18.18914(W) AD(       ) 2
 KD1104  NAD 27      -  39 21 31.57240(N)    092 56 17.49920(W) AD(       ) 2
 KD1104
 KD1104.Superseded values are not recommended for survey control.
 KD1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1104.See file dsdata.txt to determine how the superseded data were derived.
 KD1104
 KD1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0530856596(NAD 83)
 KD1104_MARKER: P = PIPE CAP
 KD1104_SETTING: 0 = UNSPECIFIED SETTING
 KD1104
 KD1104  HISTORY     - Date     Condition        Report By
 KD1104  HISTORY     - 1948     MONUMENTED       MORC
 KD1104  HISTORY     - 1963     GOOD             CGS
 KD1104  HISTORY     - 1967     GOOD             CGS
 KD1104
 KD1104                          STATION DESCRIPTION
 KD1104
 KD1104'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 KD1104'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF KEYTESVILLE
 KD1104'ON A HIGH BLUFF IN PASTURE LAND.  STATION IS A 4 INCH IRON
 KD1104'PIPE WITH A MISSOURI RIVER COMMISSION CAP AND PROJECTS ABOUT
 KD1104'1 FOOT.
 KD1104'
 KD1104'REFERENCE MARK NO. 1 IS 31.01 FEET NORTH NORTHWEST OF STATION.
 KD1104'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 KD1104'BLUFF ROCK MORC NO 1 1948.
 KD1104'
 KD1104'REFERENCE MARK NO. 2 IS 34.03 FEET EAST OF STATION.  THE
 KD1104'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BLUFF
 KD1104'ROCK MORC NO 2 1948.
 KD1104'
 KD1104'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST OF STATION, 16
 KD1104'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 13
 KD1104'FEET SOUTHEAST OF GATE POST, 10 FEET EAST OF FENCE CORNER
 KD1104'AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 KD1104'AND THE DISK IS STAMPED BLUFF ROCK MORC 1948.
 KD1104'
 KD1104'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24 AND COUNTY
 KD1104'ROUTE K AT THE STATE HIGHWAY GARAGE IN THE SOUTHEAST EDGE
 KD1104'OF KEYTESVILLE GO SOUTH ON COUNTY ROUTE K FOR 1.4 MILES TO
 KD1104'RAILROAD CROSSING.  CONTINUE ON MAIN ROAD FOR 1.6 MILES
 KD1104'TO A SIDE ROAD RIGHT JUST AFTER CROSSING BRIDGE.  TURN RIGHT
 KD1104'AND FOLLOW MAIN ROAD FOR 2.8 MILES TO A SIDE ROAD RIGHT AT
 KD1104'A TRIANGLE BLAZED TREE ON LEFT.  TURN RIGHT AND GO WEST ON
 KD1104'FARM ROAD FOR 0.075 TO A RED BOARD GATE AND AZIMUTH MARK
 KD1104'ON THE LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.  PASS THROUGH
 KD1104'GATE AND CONTINUE ON FARM ROAD FOR 0.35 MILE TO BOARD GATE
 KD1104'JUST BEFORE REACHING BARN AND END OF TRUCK TRAVEL.  PACK
 KD1104'NORTHWEST ACROSS CREEK TO THE SOUTHEAST CORNER OF A
 KD1104'PASTURE.  CONTINUE NORTHWEST UP RIDGE AND ALONG TOP OF RIDGE
 KD1104'FOR ABOUT 0.2 MILE TO STATION.
 KD1104'
 KD1104'A 74 FOOT SIGNAL AT STATION HIGH HILL (MO. RC) 1928 IS VISIBLE
 KD1104'FROM THE GROUND.
 KD1104'
 KD1104'A 74 FOOT SIGNAL AT STATION SALEM IS VISIBLE FROM THE GROUND.
 KD1104'
 KD1104'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1104
 KD1104                          STATION RECOVERY (1963)
 KD1104
 KD1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KD1104'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1104'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD
 KD1104'BEEN DISPLACED AND LAYS ON ITS SIDE NEAR THE CATTLE GUARD
 KD1104'WHICH WAS BUILT FOR THE GATE DESCRIBED IN THE ORIGINAL
 KD1104'DESCRIPTION.  A NEW TO REACH FOLLOWS.
 KD1104'
 KD1104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24
 KD1104'AND COUNTY ROAD K AT THE STATE HIGHWAY GARAGE IN THE SOUTHEAST
 KD1104'EDGE OF KEYTESVILLE, GO SOUTH ON HARD-SURFACED ROAD FOR
 KD1104'1.4 MILES TO RAILROAD CROSSING.  CONTINUE SOUTH ON MAIN
 KD1104'GRAVEL ROAD FOR 1.6 MILES TO A SIDE ROAD RIGHT JUST AFTER
 KD1104'CROSSING A BRIDGE OVER THE CHARITON RIVER.  TURN RIGHT AND
 KD1104'FOLLOW MAIN ROAD SOUTH FOR 2.5 MILES TO THE ELM RIDGE BAPTIST
 KD1104'CHURCH ON THE RIGHT.  CONTINUE SOUTH ON MAIN ROAD FOR 0.25
 KD1104'MILE TO A FARM ROAD ON THE RIGHT.  TURN RIGHT OFF MAIN ROAD
 KD1104'AND GO WEST ON FARM ROAD PASS A LARGE TOBACCO BARN FOR 0.1
 KD1104'MILE TO A CATTLE GUARD AND THE DISPLACED AZIMUTH MARK.
 KD1104'PASS THROUGH CATTLE GUARD AND FOLLOW FARM ROAD WEST FOR
 KD1104'0.35 MILE TO BOARD GATE JUST BEFORE REACHING BARN AND
 KD1104'THE END OF TRUCK TRAVEL.  PACK NORTHWEST ACROSS CREEK
 KD1104'TO SOUTHEAST CORNER OF PASTURE.  CONTINUE TO PACK
 KD1104'NORTHWEST UP AND ALONG THE TOP OF RIDGE FOR 0.2 MILE TO
 KD1104'THE STATION AS DESCRIBED.
 KD1104
 KD1104                          STATION RECOVERY (1967)
 KD1104
 KD1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1104'THE STATION AND R.M. NO. 2 WERE RECOVERED AS DESCRIBED AND
 KD1104'FOUND IN GOOD CONDITION.  R.M. NO. 1 AND THE AZIMUTH MARK
 KD1104'HAD BEEN DESTROYED.  ONE NEW REFERENCE MARK WAS ESTABLISHED
 KD1104'BUT A NEW AZIMUTH MARK COULD NOT BE ESTABLISHED AT THIS TIME
 KD1104'AS NO OBJECTS WERE VISIBLE FROM THE GROUND.
 KD1104'
 KD1104'TO REACH FROM KEYTESVILLE, FROM THE JUNCTION OF U.S. HIGHWAY
 KD1104'24 AND COUNTY ROUTE K AT A STATE HIGHWAY DEPARTMENT BUILDING,
 KD1104'GO SOUTH ON ROUTE K FOR 1.4 MILES TO RAILROAD CROSSING,
 KD1104'CONTINUE ON MAIN ROAD FOR 1.65 MILES TO A SIDE ROAD RIGHT JUST
 KD1104'AFTER CROSSING A STEEL BRIDGE, TURN RIGHT AND FOLLOW MAIN
 KD1104'DIRT ROAD FOR 2.65 TO A SIDE ROAD RIGHT, TURN RIGHT, PASSING
 KD1104'BETWEEN A HOUSE AND A LARGE TOBACCO BARN, FOR 0.1 MILE TO
 KD1104'A CATTLE GUARD, CONTINUE WESTERLY ON A FARM LANE FOR 0.3
 KD1104'MILE TO A DAM ON THE RIGHT JUST BEFORE REACHING A STEEL GATE
 KD1104'INTO BARNYARD, TURN RIGHT ACROSS DAM FOR 0.05 MILE TO A
 KD1104'BOARD GATE AT SOUTHEAST CORNER OF PASTURE, PASS THROUGH
 KD1104'GATE AND GO NORTHERLY ON TRACK ROAD FOR 0.1 MILE TO END OF
 KD1104'TRUCK TRAVEL.  PACK WEST AND NORTHWEST TO HIGHEST POINT
 KD1104'OF RIDGE AND STATION.  ABOUT 0.15 MILE PACK FROM END
 KD1104'TRUCK TRAVEL.
 KD1104'
 KD1104'THE STATION IS A MISSOURI RIVER COMMISSION CAP ON THE TOP
 KD1104'OF A 4-INCH IRON PIPE PROJECTING ABOUT 1 FOOT.
 KD1104'
 KD1104'R.M. NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN THE
 KD1104'TOP OF A CONCRETE POST ABOUT 6-INCHES IN DIAMETER AND PROJECTING
 KD1104'4 INCHES.
 KD1104'
 KD1104'R.M. NO. 3 IS A STANDARD REFERENCE MARK DISK WELDED TO THE
 KD1104'TOP OF A 1 1/2-INCH GALVANIZED IRON PIPE PROJECTING ABOUT
 KD1104'2 INCHES.  THE DISK IS STAMPED BLUFF ROCK MORC 1948 NO 3 1967.
 KD1104'
 KD1104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.5 MILES
 KD1104'SOUTH KEYTESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1106 ***********************************************************************
 GE1106  SACS        -  This is a Secondary Airport Control Station.
 GE1106  DESIGNATION -  BLUFFPORT
 GE1106  PID         -  GE1106
 GE1106  STATE/COUNTY-  MO/BUTLER
 GE1106  USGS QUAD   -  ROMBAUER (1966)
 GE1106
 GE1106                         *CURRENT SURVEY CONTROL
 GE1106  ___________________________________________________________________
 GE1106* NAD 83(1997)-  36 46 00.01121(N)    090 19 26.14861(W)     ADJUSTED  
 GE1106* NAVD 88     -        99.21   (meters)     325.5    (feet)  GPS OBS   
 GE1106  ___________________________________________________________________
 GE1106  X           -     -28,921.594 (meters)                     COMP
 GE1106  Y           -  -5,115,508.785 (meters)                     COMP
 GE1106  Z           -   3,796,723.683 (meters)                     COMP
 GE1106  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 GE1106  ELLIP HEIGHT-          70.18  (meters)          (09/07/94) GPS OBS
 GE1106  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GE1106
 GE1106  HORZ ORDER  -  A
 GE1106  ELLP ORDER  -  THIRD     CLASS I
 GE1106
 GE1106.This mark is at Poplar Bluff Municipal Airport (POF)
 GE1106
 GE1106.The horizontal coordinates were established by GPS observations
 GE1106.and adjusted by the National Geodetic Survey in September 1994..
 GE1106
 GE1106.The orthometric height was determined by GPS observations and a
 GE1106.high-resolution geoid model.
 GE1106
 GE1106.GPS derived orthometric heights for airport stations designated as
 GE1106.PACS or SACS are published to 2 decimal places.  This maintains
 GE1106.centimeter relative accuracy between the PACS and SACS.  It does
 GE1106.not indicate centimeter accuracy relative to other marks which are
 GE1106.part of the NAVD 88 network.
 GE1106
 GE1106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1106
 GE1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1106
 GE1106.The ellipsoidal height was determined by GPS observations
 GE1106.and is referenced to NAD 83.
 GE1106
 GE1106.The geoid height was determined by GEOID03.
 GE1106
 GE1106;                    North         East     Units Scale Factor Converg.
 GE1106;SPC MO E     -   103,574.838   265,718.987   MT  0.99993638   +0 06 19.4
 GE1106;UTM  15      - 4,072,328.980   738,856.585   MT  1.00030293   +1 36 09.1
 GE1106
 GE1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1106!SPC MO E     -   0.99998899  x   0.99993638  =   0.99992537
 GE1106!UTM  15      -   0.99998899  x   1.00030293  =   1.00029191
 GE1106
 GE1106|---------------------------------------------------------------------|
 GE1106| PID    Reference Object                     Distance      Geod. Az  |
 GE1106|                                                           dddmmss.s |
 GE1106| GE1107 EARLPORT                            132.501 METERS 28349     |
 GE1106| GE1108 EARLPORT AZ MK                      486.799 METERS 3454611.6 |
 GE1106|---------------------------------------------------------------------|
 GE1106
 GE1106                          SUPERSEDED SURVEY CONTROL
 GE1106
 GE1106  ELLIP H (12/21/93)   70.12   (m)                       GP(       ) 4 1
 GE1106  NAD 83(1997)-  36 46 00.01162(N)    090 19 26.15062(W) AD(       ) A
 GE1106  ELLIP H (07/31/92)   70.12   (m)                       GP(       ) 1 1
 GE1106  NAD 83(1986)-  36 46 00.02247(N)    090 19 26.14495(W) AD(       ) 3
 GE1106  NGVD 29 (05/28/98)   99.2    (m)          325.     (f) GPS OBS        
 GE1106
 GE1106.Superseded values are not recommended for survey control.
 GE1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1106.See file dsdata.txt to determine how the superseded data were derived.
 GE1106
 GE1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3885772329(NAD 83)
 GE1106_MARKER: I = METAL ROD
 GE1106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GE1106_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GE1106_STAMPING: BLUFFPORT 1987
 GE1106_MARK LOGO: NGS   
 GE1106_PROJECTION: RECESSED 13 CENTIMETERS
 GE1106_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1106+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 GE1106_ROD/PIPE-DEPTH: 13.4 meters
 GE1106_SLEEVE-DEPTH  : 1.0 meters
 GE1106
 GE1106  HISTORY     - Date     Condition        Report By
 GE1106  HISTORY     - 1987     MONUMENTED       NGS
 GE1106  HISTORY     - 1987     GOOD             NGS
 GE1106  HISTORY     - 19900301 GOOD             NGS
 GE1106  HISTORY     - 19900329 GOOD             NGS
 GE1106  HISTORY     - 19910312 GOOD             NGS
 GE1106  HISTORY     - 19931012 GOOD             NGS
 GE1106  HISTORY     - 19940314 GOOD
 GE1106  HISTORY     - 19950706 GOOD             NGS
 GE1106  HISTORY     - 19970218 GOOD             NGS
 GE1106  HISTORY     - 19970304 GOOD             NGS
 GE1106  HISTORY     - 19970614 GOOD             NGS
 GE1106  HISTORY     - 20020830 GOOD             USACE
 GE1106  HISTORY     - 20040401 GOOD             MODNR
 GE1106
 GE1106                          STATION DESCRIPTION
 GE1106
 GE1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DCF)
 GE1106'THE STATION IS ABOUT 11.27 KM (7.0 MI) EAST OF POPLAR BLUFF,
 GE1106'8.05 KM (5.0 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF
 GE1106'MUNICIPAL AIRPORT, ALSO (EARL FIELDS MEMORIAL AIRPORT)
 GE1106'OWNERSHIP -- CITY OF POPLAR BLUFF, MANAGER GENE METZ
 GE1106'P.O. BOX 460 (C/O CITY HALL AIRPORT) POPLAR BLUFF, MISSOURI,
 GE1106'63901 PHONE NUMBER 314-686-4892 OR (OFFICE) 314-785-4624.
 GE1106'
 GE1106'TO REACH THE STATION FROM THE STATION FROM THE JUNCTION OF
 GE1106'U.S. HIGHWAY 60 (BUSINESS) AND U.S. HIGHWAY AND U.S. HIGHWAY
 GE1106'67 IN POPLAR BLUFF. GO EAST ON U.S. HIGHWAY 60 FOR 3.46 KM
 GE1106'(2.15 MI) TO B ROAD.  TURN RIGHT (EAST) ON B ROAD FOR 3.38
 GE1106'KM (2.1 MI) TO A CROSSROAD (AA) CONTINUE AHEAD ON  B ROAD
 GE1106'FOR 1.13 KM 90.7 MI) TO THE ENTRANCE TO THE AIRPORT ON THE
 GE1106'LEFT TURN LEFT ACROSS PARKING LOT TO A GATE, CONTINUE
 GE1106'AHEAD ACROSS TARMAC TO THE JUNCTION OF A CONCRETE
 GE1106'TAXIWAY AND THE STATION ON THE RIGHT.
 GE1106'
 GE1106'THE STATION IS A THREE DIMENSIONAL MARK DRIVEN TO THE DEPTH
 GE1106'OF 13.41 METERS STAMPED--- BLUFFPORT  1987 --- SET
 GE1106'FLUSH WITH GROUND.
 GE1106'
 GE1106'13.50 METERS (44.3 FT) EAST NORTHEAST OF THE CENTERLINE OF
 GE1106'THE ASPHALT TAXIWAY LEADING TO THE END OF RUNWAY,
 GE1106'4.65 METERS (15.3 FT.) EAST OF THE EAST EDGE OF THE CONCRETE
 GE1106'TAXIWAY, 9.25 METERS (30.3 FT) NORTH NORTHWEST OF THE
 GE1106'EDGE OF ASPHALT TARMAC, 2.85 METERS (9.3 FT)
 GE1106'EAST NORTHEAST OF A FIBERGLASS WITNESS POST.
 GE1106
 GE1106                          STATION RECOVERY (1987)
 GE1106
 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GE1106'RECOVERED IN GOOD CONDITION.
 GE1106
 GE1106                          STATION RECOVERY (1990)
 GE1106
 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE1106'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST OF POPLAR BLUFF,
 GE1106'8.05 KM (5.00 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF MUNICIPAL
 GE1106'AIRPORT (EARL FIELDS MEMORIAL AIRPORT).  OWNERSHIP--CITY OF POPLAR
 GE1106'BLUFF, P.O. BOX 460 POPLAR BLUFF, MO 63901.  MANAGER IS BILL PETTET,
 GE1106'PHONE 314-686-4892 OR 785-6342.
 GE1106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 BUSINESS AND
 GE1106'U.S. HIGHWAY 67 IN POPLAR BLUFF, GO EAST ON U.S. HIGHWAY 60 BUSINESS
 GE1106'FOR 3.90 KM (2.40 MI) TO COUNTY ROAD B (BLACK RIVER INDUSTRIAL PARK
 GE1106'ROAD).  TURN RIGHT AND GO EAST ON COUNTY ROAD B FOR 4.35 KM (2.70 MI)
 GE1106'TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 GE1106'ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO THE AIRPORT OFFICE AND ENTRANCE
 GE1106'GATE ON THE LEFT.  PASS THROUGH THE GATE AND CONTINUE NORTHWESTERLY
 GE1106'ACROSS TARMAC TO THE JUNCTION OF A CONCRETE TAXIWAY AND THE STATION ON
 GE1106'THE RIGHT.
 GE1106'THE STATION IS 13.50 M (44.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 GE1106'AN ASPHALT TAXIWAY LEADING TO THE END OF RUNWAY 36, 9.25 M (30.3 FT)
 GE1106'NORTH-NORTHWEST OF THE EDGE OF THE ASPHALT TARMAC, 4.65 M (15.3 FT)
 GE1106'EAST OF THE EAST EDGE OF THE CONCRETE TAXIWAY, AND 2.85 M (9.4 FT)
 GE1106'EAST-NORTHEAST OF A FIBERGLASS WITNESS POST.
 GE1106'DESCRIBED BY RDB.
 GE1106'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GE1106
 GE1106                          STATION RECOVERY (1990)
 GE1106
 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE1106'THE STATION IS LOCATED ABOUT 11.27 KM (7.00 MI) EAST OF POPLAR BLUFF,
 GE1106'8.05 KM (5.00 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF MUNICIPAL
 GE1106'AIRPORT (ALSO EARL FIELDS MEMORIAL AIRPORT).  OWNERSHIP--CITY OF
 GE1106'POPLAR BLUFF, P.O. BOX 460, POPLAR BLUFF MO 63901.  MANAGER BILL
 GE1106'PETTIT, PHONE 314-686-4892 OR 314-785-6342.
 GE1106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60(BUSINESS)
 GE1106'AND 67 IN POPLAR BLUFF, GO EAST ON HIGHWAY 60 FOR 3.46 KM (2.15 MI)
 GE1106'TO B ROAD.  TURN RIGHT AND GO EAST ON B ROAD FOR 3.38 KM (2.10 MI) TO
 GE1106'A PAVED CROSSROAD (AA).  CONTINUE EAST ON B ROAD FOR 1.13 KM
 GE1106'(0.70 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO
 GE1106'NORTH FOR 0.08 KM (0.05 MI) ACROSS THE AIRPORT PARKING LOT TO A GATE.
 GE1106'PASS THROUGH GATE AND GO NORTHWEST ACROSS THE TARMAC FOR 0.08 KM
 GE1106'(0.05 MI) TO THE JUNCTION OF A CONCRETE TAXIWAY AND THE STATION ON
 GE1106'THE RIGHT.
 GE1106'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD RECESSED 9
 GE1106'CM BELOW GROUND IN A PVC PIPE COVERED BY A STANDARD NGS LOGO CAP
 GE1106'FLUSH WITH THE GROUND.  LOCATED 13.5 M (44.3 FT) NORTHEAST OF THE
 GE1106'CENTER OF THE ASPHALT TAXIWAY LEADING TO THE SOUTH END OF RUNWAY 36,
 GE1106'9.25 M (30.35 FT) NORTH-NORTHWEST OF THE EDGE OF THE ASPHALT TARMAC,
 GE1106'4.65 M (15.26 FT) EAST OF THE EAST EDGE OF A CONCRETE TAXIWAY AND
 GE1106'2.85 M (9.35 FT) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 GE1106'DESCRIBED BY D.G. AUG, TYPED BY HJS.
 GE1106
 GE1106                          STATION RECOVERY (1991)
 GE1106
 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GE1106'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR
 GE1106'BLUFF AND 8.1 KM (5.05 MI) WEST OF ASH HILL AT THE POPLAR BLUFF
 GE1106'MEMORIAL AIRPORT.  OWNERSHIP--CITY OF POPLAR BLUFF, P.O. BOX 460 (100
 GE1106'SOUTH SECOND STREET), POPLAR BLUFF, MO 63901, PHONE IS 314-686-8620.
 GE1106'AIRPORT MANAGER IS BILL PETTIT, P.O. BOX 105, POPLAR BLUFF, MO 63901,
 GE1106'PHONE IS 314-686-4892 OR 314-785-6342.
 GE1106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 BUSINESS AND
 GE1106'COUNTY ROAD B IN NORTHEAST POPLAR BLUFF, GO EASTERLY ON COUNTY ROAD B
 GE1106'FOR 4.38 KM (2.70 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 GE1106'NORTH ON THE AIRPORT ENTRANCE ROAD AND NORTHWEST ACROSS A PARKING
 GE1106'LOT, PASSING THE AIRPORT OFFICE ON THE RIGHT, FOR 0.11 KM (0.05 MI)
 GE1106'TO A GATE.  PASS THROUGH THE GATE AND GO NORTHWEST ACROSS AN APRON AND
 GE1106'ALONG A TAXIWAY FOR 0.13 KM (0.10 MI) TO A CONCRETE TAXIWAY AND THE
 GE1106'STATION ON THE RIGHT.
 GE1106'THE STATION IS LOCATED 13.5 M (44.3 FT) NORTHEAST FROM THE CENTER OF A
 GE1106'TAXIWAY, 9.25 M (30.35 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF
 GE1106'AN APRON, 4.65 M (15.26 FT) EAST FROM THE EAST EDGE OF A CONCRETE
 GE1106'TAXIWAY AND 2.85 M (9.35 FT) EAST-NORTHEAST FROM A WITNESS POST.  THE
 GE1106'STATION IS A PUNCH MARK ON TOP OF A 3/8 INCH STAINLESS ROD INCASED IN
 GE1106'A 5-INCH PVC PIPE AND IS RECESSED 9-CM BELOW THE GROUND. NOTE--ACCESS
 GE1106'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GE1106'DESCRIBED BY E.J. HANSMANN
 GE1106
 GE1106                          STATION RECOVERY (1993)
 GE1106
 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GE1106'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR
 GE1106'BLUFF AND 8.1 KM (5.05 MI) WEST OF ASH HILL AT THE POPLAR BLUFF
 GE1106'MEMORIAL AIRPORT.  OWNERSHIP--CITY OF POPLAR BLUFF, P.O. BOX 460 (100
 GE1106'SOUTH SECOND STREET), POPLAR BLUFF, MO 63901, PHONE IS 314-686-8620.
 GE1106'AIRPORT MANAGER IS BILL PETTIT, P.O. BOX 105, POPLAR BLUFF, MO 63901,
 GE1106'PHONE IS 314-686-4892 OR 314-785-6342.
 GE1106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 BUSINESS AND
 GE1106'COUNTY ROAD B IN NORTHEAST POPLAR BLUFF, GO EASTERLY ON COUNTY ROAD B
 GE1106'FOR 4.38 KM (2.70 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 GE1106'NORTH ON THE AIRPORT ENTRANCE ROAD AND NORTHWEST ACROSS A PARKING
 GE1106'LOT, PASSING THE AIRPORT OFFICE ON THE RIGHT, FOR 0.11 KM (0.05 MI)
 GE1106'TO A GATE.  PASS THROUGH THE GATE AND GO NORTHWEST ACROSS AN APRON AND
 GE1106'ALONG A TAXIWAY FOR 0.13 KM (0.10 MI) TO A CONCRETE TAXIWAY AND THE
 GE1106'STATION ON THE RIGHT.
 GE1106'THE STATION IS LOCATED 13.5 M (44.3 FT) NORTHEAST FROM THE CENTER OF A
 GE1106'TAXIWAY, 9.25 M (30.35 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF
 GE1106'AN APRON, 4.65 M (15.26 FT) EAST FROM THE EAST EDGE OF A CONCRETE
 GE1106'TAXIWAY AND 2.85 M (9.35 FT) EAST-NORTHEAST FROM A WITNESS POST.  THE
 GE1106'STATION IS A PUNCH MARK ON TOP OF A 5/8-INCH STAINLESS ROD INCASED IN
 GE1106'A 5-INCH PVC PIPE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 GE1106'5-INCH LOGO CAP.
 GE1106
 GE1106                          STATION RECOVERY (1994)
 GE1106
 GE1106'RECOVERED 1994
 GE1106'RECOVERED IN GOOD CONDITION.
 GE1106
 GE1106                          STATION RECOVERY (1995)
 GE1106
 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GE1106'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR
 GE1106'BLUFF, 8.1 KM (5.05 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF MEMORIAL
 GE1106'AIRPORT.  OWNERSHIP--CITY OF POPLAR BLUFF, P.O. BOX 460 (100 SOUTH
 GE1106'SECOND STREET), POPLAR BLUFF MO 63901, PHONE 314-686-8620.  AIRPORT
 GE1106'MANAGER IS BILL PETTIT, P.O. BOX 105, POPLAR BLUFF MO 63901, PHONE
 GE1106'686-4892 OR 785-6342.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 GE1106'HIGHWAY 60 BUSINESS AND COUNTY ROAD B IN NORTHEAST POPLAR BLUFF, GO
 GE1106'EASTERLY FOR 4.38 KM (2.70 MI) ON COUNTY ROAD B TO A PAVED ROAD LEFT.
 GE1106'TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD AND NORTHWEST
 GE1106'ACROSS A PARKING LOT, PASSING THE AIRPORT OFFICE ON RIGHT, FOR 0.11 KM
 GE1106'(0.05 MI) TO A GATE.  PASS THROUGH GATE AND GO NORTHWEST ACROSS AN
 GE1106'APRON AND ALONG A TAXIWAY FOR 0.13 KM (0.10 MI) TO A CONCRETE TAXIWAY
 GE1106'AND THE STATION ON RIGHT.  TOP OF ROD IS RECESSED 10 CM BELOW GROUND.
 GE1106'LOCATED 13.5 M (44.3 FT) NORTHEAST FROM THE CENTER OF A PAVED TAXIWAY,
 GE1106'10.76 M (35.30 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF THE
 GE1106'APRON WHERE THE APRON JOINS THE PAVED TAXIWAY, 4.65 M (15.26 FT) EAST
 GE1106'FROM THE EAST EDGE OF A CONCRETE TAXIWAY AND 2.85 M (9.35 FT)
 GE1106'EAST-NORTHEAST FROM A WITNESS POST.
 GE1106
 GE1106                          STATION RECOVERY (1997)
 GE1106
 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE1106'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR
 GE1106'BLUFF, 8.1 KM (5.05 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF
 GE1106'MUNICIPAL/EARL FIELDS MEMORIAL AIRPORT, IN THE GRASS AREA BETWEEN THE
 GE1106'APRON AND THE MAIN TAXIWAY, JUST NORTHEAST OF THE TAXIWAY/RAMP LEADING
 GE1106'TO RUNWAY END 36.  OWNERSHIP--CITY OF POPLAR BLUFF, 100 SOUTH SECOND
 GE1106'STREET, PO BOX 460, POPLAR BLUFF MO 63901, PHONE 573-686-8620.
 GE1106'AIRPORT MANAGER BILL PETTET, PO BOX 105, POPLAR BLUFF MO 63901, PHONE
 GE1106'573-686-4892 OR 785-6342.  TO REACH THE STATION FROM THE JUNCTION OF
 GE1106'U.S. HIGHWAY 60 BUSINESS AND COUNTY ROAD B IN NORTHEAST POPLAR BLUFF,
 GE1106'GO EASTERLY FOR 4.38 KM (2.70 MI) ALONG COUNTY ROAD B TO THE AIRPORT
 GE1106'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH FOR 0.11 KM (0.05 MI)
 GE1106'ALONG THE ENTRANCE ROAD AND NORTHWEST ACROSS A PARKING LOT, PASSING
 GE1106'THE AIRPORT OFFICE ON THE RIGHT, TO A GATE.  PASS THROUGH THE GATE,
 GE1106'NORTHWEST FOR 0.13 KM (0.10 MI) ACROSS APRON AND ALONG THE
 GE1106'TAXIWAY/RAMP TO THE MAIN TAXIWAY AND THE STATION ON THE RIGHT, JUST
 GE1106'EAST OF THE MAIN TAXIWAY.  STATION IS 13.5 M (44.3 FT) WEST-NORTHWEST
 GE1106'OF THE APRONS CURVED WEST-NORTHWEST EDGE, 11.0 M (36.1 FT) EAST OF THE
 GE1106'MAIN TAXIWAY CENTER, 9.6 M (31.5 FT) NORTHEAST OF THE TAXIWAY/RAMP
 GE1106'CENTERLINE, 2.8 M (9.2 FT) NORTHEAST OF THE NORTHWESTERNMOST 1 OF 3
 GE1106'TAXIWAY MARKER LIGHTS AND WITNESS POST, ABOUT LEVEL WITH THE
 GE1106'TAXIWAY/RAMP AND FLUSH WITH THE GROUND SURFACE. THE DATUM POINT IS A
 GE1106'PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A
 GE1106'DEPTH OF 13.4 M (44.0 FT), IN A GREASE-FILLED SLEEVE 1.0 M (3.3 FT)
 GE1106'LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY
 GE1106'CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 GE1106'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 GE1106'AIRPORT CONTROL STATION.  THE SLEEVE DEPTH DOES NOT MEET THE
 GE1106'SPECIFICATION FOR A CLASS A ROD MARK.
 GE1106
 GE1106                          STATION RECOVERY (1997)
 GE1106
 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE1106'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR
 GE1106'BLUFF, MO., AND 8.1 KM (5.05 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF
 GE1106'MUNICIPAL/EARL FIELDS MEMORIAL AIRPORT (POF) , IN THE GRASS AREA
 GE1106'BETWEEN THE APRON AND THE MAIN TAXIWAY, JUST NORTHEAST OF THE
 GE1106'TAXIWAY/RAMP LEADING TO RUNWAY END 36.  OWNERSHIP--CITY OF POPLAR
 GE1106'BLUFF, P.O.  BOX 460 (100 SOUTH SECOND STREET) , POPLAR BLUFF, MO.,
 GE1106'63901.  AIRPORT MANAGER IS BILL PETTET, P.O.  BOX 105, POPLAR BLUFF,
 GE1106'MO.  63901.  PHONE 573-686-8620 OR 573-686-4892.  NOTE--THIS STATION
 GE1106'IS A NEW MADRID FAULT SEISMIC ZONE STATION.  TO REACH THE STATION FROM
 GE1106'THE JUNCTION OF U.S.  HIGHWAY 60 (BUSINESS) AND COUNTY ROAD B IN
 GE1106'NORTHEAST POPLAR BLUFF, GO EASTERLY, 4.38 KM (2.70 MI) ALONG COUNTY
 GE1106'ROAD B TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH,
 GE1106'0.11 KM (0.05 MI) ALONG THE ENTRANCE ROAD AND NORTHWEST ACROSS A
 GE1106'PARKING LOT, PASSING THE AIRPORT OFFICE ON THE RIGHT TO A GATE.  PASS
 GE1106'THROUGH THE GATE, NORTHWEST, 0.13 KM (0.10 MI) ACROSS APRON AND ALONG
 GE1106'THE TAXIWAY/RAMP TO THE MAIN TAXIWAY AND THE STATION ON THE RIGHT,
 GE1106'JUST EAST OF THE MAIN TAXIWAY.  STATION IS 13.5 M (44.3 FT)
 GE1106'WEST-NORTHWEST OF THE WEST-NORTHWEST EDGE OF THE CURVED APRON, 11.0 M
 GE1106'(36.1 FT) EAST OF THE MAIN TAXIWAY CENTER, 13.4 M (44.0 FT) NORTHEAST
 GE1106'OF THE TAXIWAY/RAMP CENTERLINE, 2.8 M (9.2 FT) NORTHEAST OF THE MOST
 GE1106'NORTHWEST 1 OF 3 TAXIWAY MARKER LIGHTS AND WITNESS POST, AND THE
 GE1106'STATION IS ABOUT LEVEL WITH THE TAXIWAY/RAMP AND FLUSH WITH THE GROUND
 GE1106'SURFACE.  BY R.G.  HAYES.  NOTE--THE DATUM POINT IS A PUNCH MARK ON
 GE1106'THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 13.4 M,
 GE1106'(44.0 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A
 GE1106'5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY CONCRETE.  ACCESS TO
 GE1106'THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 GE1106
 GE1106                          STATION RECOVERY (1997)
 GE1106
 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE1106'RECOVERED AS DESCRIBED.
 GE1106
 GE1106                          STATION RECOVERY (2002)
 GE1106
 GE1106'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1106'RECOVERED IN GOOD CONDITION.
 GE1106
 GE1106                          STATION RECOVERY (2004)
 GE1106
 GE1106'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 GE1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0378 ***********************************************************************
 KC0378  DESIGNATION -  BM
 KC0378  PID         -  KC0378
 KC0378  STATE/COUNTY-  MO/PIKE
 KC0378  USGS QUAD   -  ASHBURN (1993)
 KC0378
 KC0378                         *CURRENT SURVEY CONTROL
 KC0378  ___________________________________________________________________
 KC0378* NAD 83(1986)-  39 32 55.     (N)    091 10 14.     (W)     SCALED    
 KC0378* NAVD 88     -       144.790  (meters)     475.03   (feet)  ADJUSTED  
 KC0378  ___________________________________________________________________
 KC0378  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KC0378  DYNAMIC HT  -         144.708 (meters)     474.76  (feet)  COMP
 KC0378  MODELED GRAV-     980,062.5   (mgal)                       NAVD 88
 KC0378
 KC0378  VERT ORDER  -  SECOND    CLASS 0
 KC0378
 KC0378.The horizontal coordinates were scaled from a topographic map and have
 KC0378.an estimated accuracy of +/- 6 seconds.
 KC0378
 KC0378.The orthometric height was determined by differential leveling
 KC0378.and adjusted by the National Geodetic Survey in June 1991..
 KC0378
 KC0378.The geoid height was determined by GEOID03.
 KC0378
 KC0378.The dynamic height is computed by dividing the NAVD 88
 KC0378.geopotential number by the normal gravity value computed on the
 KC0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0378.degrees latitude (g = 980.6199 gals.).
 KC0378
 KC0378.The modeled gravity was interpolated from observed gravity values.
 KC0378
 KC0378;                    North         East    Units  Estimated Accuracy
 KC0378;SPC MO E     -   412,550.      192,370.      MT  (+/- 180 meters Scaled)
 KC0378
 KC0378                          SUPERSEDED SURVEY CONTROL
 KC0378
 KC0378  NGVD 29 (??/??/92)  144.848  (m)          475.22   (f) ADJ UNCH    2 0
 KC0378
 KC0378.Superseded values are not recommended for survey control.
 KC0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0378.See file dsdata.txt to determine how the superseded data were derived.
 KC0378
 KC0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD571792(NAD 83)
 KC0378_MARKER: B = BOLT
 KC0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0378+STABILITY: SURFACE MOTION
 KC0378
 KC0378  HISTORY     - Date     Condition        Report By
 KC0378  HISTORY     - UNK      MONUMENTED       CGS
 KC0378  HISTORY     - 1935     GOOD             NGS
 KC0378
 KC0378                          STATION DESCRIPTION
 KC0378
 KC0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0378'0.1 MI N FROM ASHBURN.
 KC0378'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0378'FROM THE STATION AT ASHBURN, PIKE COUNTY, 8 YARDS EAST OF A
 KC0378'NORTH-AND-SOUTH ROAD, 20 YARDS WEST OF THE CENTERLINE OF THE
 KC0378'TRACK, AND ON THE EAST BANK OF A SMALL CREEK.  AN IRON BOLT,
 KC0378'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0086 ***********************************************************************
 HE0086  DESIGNATION -  BM
 HE0086  PID         -  HE0086
 HE0086  STATE/COUNTY-  MO/VERNON
 HE0086  USGS QUAD   -  HORTON (1991)
 HE0086
 HE0086                         *CURRENT SURVEY CONTROL
 HE0086  ___________________________________________________________________
 HE0086* NAD 83(1986)-  37 52 53.     (N)    094 15 52.     (W)     SCALED    
 HE0086* NAVD 88     -       249.852  (meters)     819.72   (feet)  ADJUSTED  
 HE0086  ___________________________________________________________________
 HE0086  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HE0086  DYNAMIC HT  -         249.667 (meters)     819.12  (feet)  COMP
 HE0086  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 HE0086
 HE0086  VERT ORDER  -  SECOND    CLASS 0
 HE0086
 HE0086.The horizontal coordinates were scaled from a topographic map and have
 HE0086.an estimated accuracy of +/- 6 seconds.
 HE0086
 HE0086.The orthometric height was determined by differential leveling
 HE0086.and adjusted by the National Geodetic Survey in June 1991..
 HE0086
 HE0086.The geoid height was determined by GEOID03.
 HE0086
 HE0086.The dynamic height is computed by dividing the NAVD 88
 HE0086.geopotential number by the normal gravity value computed on the
 HE0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0086.degrees latitude (g = 980.6199 gals.).
 HE0086
 HE0086.The modeled gravity was interpolated from observed gravity values.
 HE0086
 HE0086;                    North         East    Units  Estimated Accuracy
 HE0086;SPC MO W     -   190,310.      870,720.      MT  (+/- 180 meters Scaled)
 HE0086
 HE0086                          SUPERSEDED SURVEY CONTROL
 HE0086
 HE0086  NGVD 29 (??/??/92)  249.747  (m)          819.38   (f) ADJ UNCH    2 0
 HE0086
 HE0086.Superseded values are not recommended for survey control.
 HE0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0086.See file dsdata.txt to determine how the superseded data were derived.
 HE0086
 HE0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB888934(NAD 83)
 HE0086_MARKER: DD = SURVEY DISK
 HE0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0086_SP_SET: CULVERT
 HE0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0086
 HE0086  HISTORY     - Date     Condition        Report By
 HE0086  HISTORY     - UNK      MONUMENTED       MKTRR
 HE0086  HISTORY     - 1963     GOOD             NGS
 HE0086
 HE0086                          STATION DESCRIPTION
 HE0086
 HE0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0086'2.1 MI SW FROM WALKER.
 HE0086'ABOUT 2.1 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0086'FROM THE STATION AT WALKER, 16 POLES SOUTHWEST OF MILEPOST
 HE0086'311, IN SECTION 20, T 36 N, R 30 W, 21 POLES NORTHWEST OF
 HE0086'MILEPOST 312, 12 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT
 HE0086'1 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP
 HE0086'OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 HE0086'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0273 ***********************************************************************
 HE0273  DESIGNATION -  BM
 HE0273  PID         -  HE0273
 HE0273  STATE/COUNTY-  MO/JASPER
 HE0273  USGS QUAD   -  JOPLIN WEST (1978)
 HE0273
 HE0273                         *CURRENT SURVEY CONTROL
 HE0273  ___________________________________________________________________
 HE0273* NAD 83(1986)-  37 04 53.     (N)    094 30 25.     (W)     SCALED    
 HE0273* NAVD 88     -       299.580  (meters)     982.87   (feet)  ADJUSTED  
 HE0273  ___________________________________________________________________
 HE0273  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HE0273  DYNAMIC HT  -         299.340 (meters)     982.08  (feet)  COMP
 HE0273  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 HE0273
 HE0273  VERT ORDER  -  SECOND    CLASS 0
 HE0273
 HE0273.The horizontal coordinates were scaled from a topographic map and have
 HE0273.an estimated accuracy of +/- 6 seconds.
 HE0273
 HE0273.The orthometric height was determined by differential leveling
 HE0273.and adjusted by the National Geodetic Survey in June 1991..
 HE0273
 HE0273.The geoid height was determined by GEOID03.
 HE0273
 HE0273.The dynamic height is computed by dividing the NAVD 88
 HE0273.geopotential number by the normal gravity value computed on the
 HE0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0273.degrees latitude (g = 980.6199 gals.).
 HE0273
 HE0273.The modeled gravity was interpolated from observed gravity values.
 HE0273
 HE0273;                    North         East    Units  Estimated Accuracy
 HE0273;SPC MO W     -   101,500.      849,380.      MT  (+/- 180 meters Scaled)
 HE0273
 HE0273                          SUPERSEDED SURVEY CONTROL
 HE0273
 HE0273  NGVD 29 (??/??/92)  299.470  (m)          982.51   (f) ADJ UNCH    2 0
 HE0273
 HE0273.Superseded values are not recommended for survey control.
 HE0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0273.See file dsdata.txt to determine how the superseded data were derived.
 HE0273
 HE0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB660049(NAD 83)
 HE0273_MARKER: Z = SEE DESCRIPTION
 HE0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0273_SP_SET: CONCRETE SIGN
 HE0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0273
 HE0273  HISTORY     - Date     Condition        Report By
 HE0273  HISTORY     - UNK      MONUMENTED       LOCENG
 HE0273  HISTORY     - 1934     GOOD             NGS
 HE0273  HISTORY     - 20060731 MARK NOT FOUND   USPSQD
 HE0273
 HE0273                          STATION DESCRIPTION
 HE0273
 HE0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0273'AT JOPLIN.
 HE0273'AT JOPLIN, JASPER COUNTY ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 HE0273'ON THE NORTH SIDE OF NINTH STREET, AT A RAILROAD CROSSING, 75
 HE0273'FEET WEST OF THE KANSAS CITY SOUTHERN RAILWAY TRACK, AND ON THE
 HE0273'TOP OF THE SOUTHWEST CORNER OF A CONCRETE CROSSING SIGN.  THE
 HE0273'TOP OF THE CONCRETE.
 HE0273
 HE0273                          STATION RECOVERY (2006)
 HE0273
 HE0273'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 HE0273'THERE IS NO LONGER A CROSSING SIGN 75 FEET WEST OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0228 ***********************************************************************
 KE0228  DESIGNATION -  BM
 KE0228  PID         -  KE0228
 KE0228  STATE/COUNTY-  MO/JACKSON
 KE0228  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE0228
 KE0228                         *CURRENT SURVEY CONTROL
 KE0228  ___________________________________________________________________
 KE0228* NAD 83(1986)-  39 07 37.     (N)    094 31 54.     (W)     SCALED    
 KE0228* NAVD 88     -       225.037  (meters)     738.31   (feet)  ADJUSTED  
 KE0228  ___________________________________________________________________
 KE0228  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE0228  DYNAMIC HT  -         224.893 (meters)     737.84  (feet)  COMP
 KE0228  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 KE0228
 KE0228  VERT ORDER  -  FIRST     CLASS II
 KE0228
 KE0228.The horizontal coordinates were scaled from a topographic map and have
 KE0228.an estimated accuracy of +/- 6 seconds.
 KE0228
 KE0228.The orthometric height was determined by differential leveling
 KE0228.and adjusted by the National Geodetic Survey in June 1991..
 KE0228
 KE0228.The geoid height was determined by GEOID03.
 KE0228
 KE0228.The dynamic height is computed by dividing the NAVD 88
 KE0228.geopotential number by the normal gravity value computed on the
 KE0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0228.degrees latitude (g = 980.6199 gals.).
 KE0228
 KE0228.The modeled gravity was interpolated from observed gravity values.
 KE0228
 KE0228;                    North         East    Units  Estimated Accuracy
 KE0228;SPC MO W     -   328,540.      847,260.      MT  (+/- 180 meters Scaled)
 KE0228
 KE0228                          SUPERSEDED SURVEY CONTROL
 KE0228
 KE0228  NGVD 29 (??/??/92)  224.960  (m)          738.06   (f) ADJ UNCH    1 2
 KE0228
 KE0228.Superseded values are not recommended for survey control.
 KE0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0228.See file dsdata.txt to determine how the superseded data were derived.
 KE0228
 KE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD676319(NAD 83)
 KE0228_MARKER: Z = SEE DESCRIPTION
 KE0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0228_SP_SET: CAST IRON PLATE
 KE0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0228
 KE0228  HISTORY     - Date     Condition        Report By
 KE0228  HISTORY     - UNK      MONUMENTED       LOCENG
 KE0228  HISTORY     - 1948     GOOD             NGS
 KE0228  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0228  HISTORY     - 20011113 MARK NOT FOUND   SKW
 KE0228
 KE0228                          STATION DESCRIPTION
 KE0228
 KE0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0228'AT KANSAS CITY.
 KE0228'AT KANSAS CITY, MISSOURI, AT THE INTERSECTION OF THE CENTER LINES
 KE0228'OF GARDNER AVENUE AND A DIRT STREET WHICH USED TO BE JACKSON
 KE0228'AVENUE, ABOUT 0.1 MILE EAST OF MONROE STREET, 131.1 FEET NORTHEAST
 KE0228'OF THE NORTHEAST CORNER OF THE MAIN SHEET IRON SHOP BUILDING
 KE0228'OF THE CLARKSTON CONSTRUCTION COMPANY, AN 8 INCH SQUARE CAST
 KE0228'IRON PLATE WITH A 3 INCH ROUND BRONZE PLUG IN THE TOP, THERE IS A
 KE0228'1 INCH SQUARE HOLE 1/4 INCH DEEP CUT IN THE CENTER OF THE TOP
 KE0228'OF THE BRONZE PLUG, THE CAST IRON PLATE IS FLUSH WITH THE CONCRETE
 KE0228'PAVEMENT.
 KE0228
 KE0228                          STATION RECOVERY (1986)
 KE0228
 KE0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0228'MARK NOT FOUND.
 KE0228
 KE0228                          STATION RECOVERY (2001)
 KE0228
 KE0228'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 KE0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0443 ***********************************************************************
 JD0443  DESIGNATION -  BM
 JD0443  PID         -  JD0443
 JD0443  STATE/COUNTY-  MO/COOPER
 JD0443  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0443
 JD0443                         *CURRENT SURVEY CONTROL
 JD0443  ___________________________________________________________________
 JD0443* NAD 83(1986)-  38 58 38.     (N)    092 45 12.     (W)     SCALED    
 JD0443* NAVD 88     -       187.814  (meters)     616.19   (feet)  ADJUSTED  
 JD0443  ___________________________________________________________________
 JD0443  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD0443  DYNAMIC HT  -         187.694 (meters)     615.79  (feet)  COMP
 JD0443  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 JD0443
 JD0443  VERT ORDER  -  FIRST     CLASS II
 JD0443
 JD0443.The horizontal coordinates were scaled from a topographic map and have
 JD0443.an estimated accuracy of +/- 6 seconds.
 JD0443
 JD0443.The orthometric height was determined by differential leveling
 JD0443.and adjusted by the National Geodetic Survey in June 1991..
 JD0443.WARNING-Repeat measurements at this control monument indicate possible
 JD0443.vertical movement.
 JD0443
 JD0443.The geoid height was determined by GEOID03.
 JD0443
 JD0443.The dynamic height is computed by dividing the NAVD 88
 JD0443.geopotential number by the normal gravity value computed on the
 JD0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0443.degrees latitude (g = 980.6199 gals.).
 JD0443
 JD0443.The modeled gravity was interpolated from observed gravity values.
 JD0443
 JD0443;                    North         East    Units  Estimated Accuracy
 JD0443;SPC MO C     -   348,930.      478,050.      MT  (+/- 180 meters Scaled)
 JD0443
 JD0443                          SUPERSEDED SURVEY CONTROL
 JD0443
 JD0443  NGVD 29 (??/??/92)  187.755  (m)          615.99   (f) ADJ UNCH    1 2
 JD0443
 JD0443.Superseded values are not recommended for survey control.
 JD0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0443.See file dsdata.txt to determine how the superseded data were derived.
 JD0443
 JD0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD213142(NAD 83)
 JD0443_MARKER: DD = SURVEY DISK
 JD0443_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JD0443_SP_SET: BRIDGE ABUTMENT
 JD0443_MARK LOGO: MKTRR 
 JD0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0443
 JD0443  HISTORY     - Date     Condition        Report By
 JD0443  HISTORY     - UNK      MONUMENTED       MKTRR
 JD0443  HISTORY     - 1948     GOOD             NGS
 JD0443  HISTORY     - 1986     GOOD             NGS
 JD0443
 JD0443                          STATION DESCRIPTION
 JD0443
 JD0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0443'AT BOONVILLE.
 JD0443'AT BOONVILLE, AT THE SOUTH END OF THE MISSOURI, KANSAS, TEXAS
 JD0443'RAILROAD BRIDGE OVER THE MISSOURI RIVER, ON TOP OF THE EAST END
 JD0443'OF THE SOUTH ABUTMENT OF THE BRIDGE, 8.5 FEET EAST OF AND ABOUT
 JD0443'0.5 FOOT LOWER THAN THE BASE OF THE EAST RAIL, SET IN A DRILL
 JD0443'HOLE IN CONCRETE.
 JD0443
 JD0443                          STATION RECOVERY (1986)
 JD0443
 JD0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0078 ***********************************************************************
 HC0078  DESIGNATION -  BM
 HC0078  PID         -  HC0078
 HC0078  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0078  USGS QUAD   -  STE GENEVIEVE (1993)
 HC0078
 HC0078                         *CURRENT SURVEY CONTROL
 HC0078  ___________________________________________________________________
 HC0078* NAD 83(1986)-  37 58 44.     (N)    090 02 35.     (W)     SCALED    
 HC0078* NAVD 88     -       122.086  (meters)     400.54   (feet)  ADJUSTED  
 HC0078  ___________________________________________________________________
 HC0078  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HC0078  DYNAMIC HT  -         122.002 (meters)     400.27  (feet)  COMP
 HC0078  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 HC0078
 HC0078  VERT ORDER  -  SECOND    CLASS 0
 HC0078
 HC0078.The horizontal coordinates were scaled from a topographic map and have
 HC0078.an estimated accuracy of +/- 6 seconds.
 HC0078
 HC0078.The orthometric height was determined by differential leveling
 HC0078.and adjusted by the National Geodetic Survey in June 1991..
 HC0078
 HC0078.The geoid height was determined by GEOID03.
 HC0078
 HC0078.The dynamic height is computed by dividing the NAVD 88
 HC0078.geopotential number by the normal gravity value computed on the
 HC0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0078.degrees latitude (g = 980.6199 gals.).
 HC0078
 HC0078.The modeled gravity was interpolated from observed gravity values.
 HC0078
 HC0078;                    North         East    Units  Estimated Accuracy
 HC0078;SPC MO E     -   238,190.      290,140.      MT  (+/- 180 meters Scaled)
 HC0078
 HC0078                          SUPERSEDED SURVEY CONTROL
 HC0078
 HC0078  NGVD 29 (??/??/92)  122.189  (m)          400.88   (f) ADJ UNCH    2 0
 HC0078
 HC0078.Superseded values are not recommended for survey control.
 HC0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0078.See file dsdata.txt to determine how the superseded data were derived.
 HC0078
 HC0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC597075(NAD 83)
 HC0078_MARKER: B = BOLT
 HC0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0078_SP_SET: BUILDING
 HC0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0078
 HC0078  HISTORY     - Date     Condition        Report By
 HC0078  HISTORY     - UNK      MONUMENTED       CGS
 HC0078  HISTORY     - 1935     GOOD             NGS
 HC0078
 HC0078                          STATION DESCRIPTION
 HC0078
 HC0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0078'IN ST GENEVIEVE.
 HC0078'NORTHEAST CORNER OF PUBLIC SCHOOL BUILDING, COPPER BOLT LEADED
 HC0078'HORIZONTALLY, 4 FT. ABOVE GROUND AND 6 INCHES SOUTH OF THE
 HC0078'CORNER, ON THE EAST SIDE OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0183 ***********************************************************************
 JD0183  DESIGNATION -  BM
 JD0183  PID         -  JD0183
 JD0183  STATE/COUNTY-  MO/OSAGE
 JD0183  USGS QUAD   -  WESTPHALIA WEST (1987)
 JD0183
 JD0183                         *CURRENT SURVEY CONTROL
 JD0183  ___________________________________________________________________
 JD0183* NAD 83(1986)-  38 29 34.     (N)    092 00 24.     (W)     SCALED    
 JD0183* NAVD 88     -       168.302  (meters)     552.17   (feet)  ADJUSTED  
 JD0183  ___________________________________________________________________
 JD0183  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD0183  DYNAMIC HT  -         168.187 (meters)     551.79  (feet)  COMP
 JD0183  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 JD0183
 JD0183  VERT ORDER  -  FIRST     CLASS II
 JD0183
 JD0183.The horizontal coordinates were scaled from a topographic map and have
 JD0183.an estimated accuracy of +/- 6 seconds.
 JD0183
 JD0183.The orthometric height was determined by differential leveling
 JD0183.and adjusted by the National Geodetic Survey in June 1991..
 JD0183
 JD0183.The geoid height was determined by GEOID03.
 JD0183
 JD0183.The dynamic height is computed by dividing the NAVD 88
 JD0183.geopotential number by the normal gravity value computed on the
 JD0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0183.degrees latitude (g = 980.6199 gals.).
 JD0183
 JD0183.The modeled gravity was interpolated from observed gravity values.
 JD0183
 JD0183;                    North         East    Units  Estimated Accuracy
 JD0183;SPC MO C     -   295,240.      543,040.      MT  (+/- 180 meters Scaled)
 JD0183
 JD0183                          SUPERSEDED SURVEY CONTROL
 JD0183
 JD0183  NGVD 29 (??/??/92)  168.28   (m)          552.1    (f) COMPUTED    1 2
 JD0183
 JD0183.Superseded values are not recommended for survey control.
 JD0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0183.See file dsdata.txt to determine how the superseded data were derived.
 JD0183
 JD0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC866609(NAD 83)
 JD0183_MARKER: Q = CHISELED SQUARE
 JD0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0183_SP_SET: BRIDGE
 JD0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0183
 JD0183  HISTORY     - Date     Condition        Report By
 JD0183  HISTORY     - UNK      MONUMENTED       CGS
 JD0183  HISTORY     - 1934     GOOD             NGS
 JD0183
 JD0183                          STATION DESCRIPTION
 JD0183
 JD0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0183'3.1 MI E FROM SHUBERT.
 JD0183'3.1 MILES EAST ALONG U.S. HIGHWAY 50 FROM SCHUBERT, COLE COUNTY,
 JD0183'AT THE BRIDGE OVER OSAGE RIVER, AND ON THE TOP OF THE SOUTHEND
 JD0183'OF THE EAST ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0186 ***********************************************************************
 JD0186  DESIGNATION -  BM
 JD0186  PID         -  JD0186
 JD0186  STATE/COUNTY-  MO/COLE
 JD0186  USGS QUAD   -  WESTPHALIA WEST (1987)
 JD0186
 JD0186                         *CURRENT SURVEY CONTROL
 JD0186  ___________________________________________________________________
 JD0186* NAD 83(1986)-  38 29 36.     (N)    092 00 35.     (W)     SCALED    
 JD0186* NAVD 88     -       168.038  (meters)     551.30   (feet)  ADJUSTED  
 JD0186  ___________________________________________________________________
 JD0186  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD0186  DYNAMIC HT  -         167.923 (meters)     550.93  (feet)  COMP
 JD0186  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 JD0186
 JD0186  VERT ORDER  -  FIRST     CLASS II
 JD0186
 JD0186.The horizontal coordinates were scaled from a topographic map and have
 JD0186.an estimated accuracy of +/- 6 seconds.
 JD0186
 JD0186.The orthometric height was determined by differential leveling
 JD0186.and adjusted by the National Geodetic Survey in June 1991..
 JD0186
 JD0186.The geoid height was determined by GEOID03.
 JD0186
 JD0186.The dynamic height is computed by dividing the NAVD 88
 JD0186.geopotential number by the normal gravity value computed on the
 JD0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0186.degrees latitude (g = 980.6199 gals.).
 JD0186
 JD0186.The modeled gravity was interpolated from observed gravity values.
 JD0186
 JD0186;                    North         East    Units  Estimated Accuracy
 JD0186;SPC MO C     -   295,300.      542,770.      MT  (+/- 180 meters Scaled)
 JD0186
 JD0186                          SUPERSEDED SURVEY CONTROL
 JD0186
 JD0186  NGVD 29 (??/??/92)  168.02   (m)          551.2    (f) COMPUTED    1 2
 JD0186
 JD0186.Superseded values are not recommended for survey control.
 JD0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0186.See file dsdata.txt to determine how the superseded data were derived.
 JD0186
 JD0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC863610(NAD 83)
 JD0186_MARKER: Q = CHISELED SQUARE
 JD0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0186_SP_SET: BRIDGE
 JD0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0186
 JD0186  HISTORY     - Date     Condition        Report By
 JD0186  HISTORY     - UNK      MONUMENTED       CGS
 JD0186  HISTORY     - 1934     GOOD             NGS
 JD0186
 JD0186                          STATION DESCRIPTION
 JD0186
 JD0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0186'2.9 MI E FROM SCHUBERT.
 JD0186'2.9 MILES EAST ALONG U.S. HIGHWAY 50 FROM SCHUBERT, AT THE BRIDGE
 JD0186'OVER OSAGE RIVER, AND ON THE TOP OF THE NORTH END OF THE WEST
 JD0186'CONCRETE ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0855 ***********************************************************************
 LD0855  DESIGNATION -  BM
 LD0855  PID         -  LD0855
 LD0855  STATE/COUNTY-  MO/CLARK
 LD0855  USGS QUAD   -  COLONY (1975)
 LD0855
 LD0855                         *CURRENT SURVEY CONTROL
 LD0855  ___________________________________________________________________
 LD0855* NAD 83(1997)-  40 19 53.51700(N)    091 54 36.37613(W)     ADJUSTED  
 LD0855* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 LD0855  ___________________________________________________________________
 LD0855  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 LD0855  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LD0855
 LD0855  HORZ ORDER  -  SECOND
 LD0855
 LD0855.The horizontal coordinates were established by classical geodetic methods
 LD0855.and adjusted by the National Geodetic Survey in February 2000..
 LD0855
 LD0855.The orthometric height was scaled from a topographic map.
 LD0855
 LD0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0855
 LD0855.The geoid height was determined by GEOID03.
 LD0855
 LD0855;                    North         East     Units Scale Factor Converg.
 LD0855;SPC MO E     -   500,213.039   130,176.106   MT  1.00011001   -0 54 45.9
 LD0855;SPC MO C     -   499,425.637   550,125.796   MT  0.99996425   +0 22 54.5
 LD0855;UTM  15      - 4,465,125.087   592,582.585   MT  0.99970551   +0 42 19.6
 LD0855
 LD0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0855!SPC MO E     -   0.99996830  x   1.00011001  =   1.00007830
 LD0855!SPC MO C     -   0.99996830  x   0.99996425  =   0.99993255
 LD0855!UTM  15      -   0.99996830  x   0.99970551  =   0.99967381
 LD0855
 LD0855                          SUPERSEDED SURVEY CONTROL
 LD0855
 LD0855  NAD 83(1997)-  40 19 53.51708(N)    091 54 36.37866(W) AD(       ) 2
 LD0855  NAD 83(1997)-  40 19 53.51702(N)    091 54 36.37848(W) AD(       ) 2
 LD0855  NAD 83(1986)-  40 19 53.52673(N)    091 54 36.38435(W) AD(       ) 2
 LD0855  NAD 27      -  40 19 53.37760(N)    091 54 35.75690(W) AD(       ) 2
 LD0855
 LD0855.Superseded values are not recommended for survey control.
 LD0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0855.See file dsdata.txt to determine how the superseded data were derived.
 LD0855
 LD0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE9258365125(NAD 83)
 LD0855_MARKER: DD = SURVEY DISK
 LD0855_SETTING: 0 = UNSPECIFIED SETTING
 LD0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0855
 LD0855  HISTORY     - Date     Condition        Report By
 LD0855  HISTORY     - 1934     MONUMENTED       USGS
 LD0855  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LD0855
 LD0855                          STATION DESCRIPTION
 LD0855
 LD0855'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 LD0855'STATION FAIRMONT IS LOCATED IN THE VILLAGE OF FAIRMONT, ABOUT
 LD0855'12 MILES N OF LA BELLE, ABOUT 4 MILES S OF WYACONDA, IN THE SW
 LD0855'1/4 SEC. 21, T 64 N, R 9 W, ON LAND OWNED BY THE TOWN.
 LD0855'
 LD0855'U.S.G.S. BENCH MARK IS E OF THE STATION ON THE E EDGE OF THE
 LD0855'PARK NEAR THE NE CORNER.  IT IS IRON PIPE ABOUT 3 INCHES
 LD0855'IN DIAMETER WITH A BRASS DISK RIVETED ON THE TOP, AND PROJECTS
 LD0855'12 INCHES.  THE MARK HAS BEEN BROKEN OFF AND REPAIRED BY
 LD0855'LOCAL PEOPLE.  LOCAL INFORMATION STATES THAT THE MARK WAS
 LD0855'ESTABLISHED IN 1900.
 LD0855
 LD0855                          STATION RECOVERY (1970)
 LD0855
 LD0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LD0855'THIS MARK WAS FOUND TILTED AND MUST OF BEEN RESET SINCE THE
 LD0855'DISTANCE FAILED TO CHECK BY 3.124 METERS, AND THE DIRECTION
 LD0855'FAILED TO CHECK BY 20 MINUTES.
 LD0855'
 LD0855'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE PARK
 LD0855'IN THE VILLAGE OF FAIRMONT.  IT IS AN IRON PIPE 3 INCHES IN
 LD0855'DIAMETER WITH A BRASS DISK RIVETED ON THE TOP AND PROJECTS
 LD0855'2 FEET.  A TRAVERSE DISTANCE WAS MADE FROM TRIANGULATION
 LD0855'STATION FAIRMONT 1934 1970, DISTANCE BEING 61.75 FEET, 18.821
 LD0855'METERS WEST OF STATION FAIRMONT.
 LD0855'
 LD0855'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FAIRMONT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0746 ***********************************************************************
 HC0746  DESIGNATION -  BM
 HC0746  PID         -  HC0746
 HC0746  STATE/COUNTY-  MO/CRAWFORD
 HC0746  USGS QUAD   -  HUZZAH (1985)
 HC0746
 HC0746                         *CURRENT SURVEY CONTROL
 HC0746  ___________________________________________________________________
 HC0746* NAD 83(1997)-  37 55 15.68643(N)    091 07 36.71252(W)     ADJUSTED  
 HC0746* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 HC0746  ___________________________________________________________________
 HC0746  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 HC0746  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 HC0746
 HC0746  HORZ ORDER  -  SECOND
 HC0746
 HC0746.The horizontal coordinates were established by classical geodetic methods
 HC0746.and adjusted by the National Geodetic Survey in February 2000..
 HC0746
 HC0746.The orthometric height was scaled from a topographic map.
 HC0746
 HC0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0746
 HC0746.The geoid height was determined by GEOID03.
 HC0746
 HC0746;                    North         East     Units Scale Factor Converg.
 HC0746;SPC MO E     -   231,852.114   194,885.349   MT  0.99997073   -0 23 07.0
 HC0746;UTM  15      - 4,198,706.825   664,639.741   MT  0.99993386   +1 09 05.2
 HC0746
 HC0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0746!SPC MO E     -   0.99995825  x   0.99997073  =   0.99992899
 HC0746!UTM  15      -   0.99995825  x   0.99993386  =   0.99989212
 HC0746
 HC0746                          SUPERSEDED SURVEY CONTROL
 HC0746
 HC0746  NAD 83(1986)-  37 55 15.70235(N)    091 07 36.71109(W) AD(       ) 2
 HC0746  NAD 27      -  37 55 15.53500(N)    091 07 36.22500(W) AD(       ) 2
 HC0746
 HC0746.Superseded values are not recommended for survey control.
 HC0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0746.See file dsdata.txt to determine how the superseded data were derived.
 HC0746
 HC0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB6464098707(NAD 83)
 HC0746_MARKER: DD = SURVEY DISK
 HC0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0746+STABILITY: SURFACE MOTION
 HC0746
 HC0746  HISTORY     - Date     Condition        Report By
 HC0746  HISTORY     - 1956     MONUMENTED       CGS
 HC0746
 HC0746                          STATION DESCRIPTION
 HC0746
 HC0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0746'THE STATION IS LOCATED ABOUT 13.0 MILES EAST-SOUTHEAST OF
 HC0746'STEELVILLE, 11.0 MILES WEST OF SHIRLEY AT THE JUNCTION OF
 HC0746'STATE HIGHWAY 8 AND COUNTY ROUTE Y.
 HC0746'
 HC0746'THE MARK IS A BRONZE DISK OF THE U.S. BUREAU OF PUBLIC ROADS, SET
 HC0746'IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 16
 HC0746'INCHES.  IT IS 14.819 FEET, 4.517 METERS WEST-NORTHWEST FROM
 HC0746'TRIANGULATION STATION OZARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0390 ***********************************************************************
 KC0390  DESIGNATION -  BM=CHISELED SQUARE
 KC0390  PID         -  KC0390
 KC0390  STATE/COUNTY-  MO/PIKE
 KC0390  USGS QUAD   -  VERA (1991)
 KC0390
 KC0390                         *CURRENT SURVEY CONTROL
 KC0390  ___________________________________________________________________
 KC0390* NAD 83(1986)-  39 29 16.     (N)    091 07 38.     (W)     SCALED    
 KC0390* NAVD 88     -       140.802  (meters)     461.95   (feet)  ADJUSTED  
 KC0390  ___________________________________________________________________
 KC0390  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KC0390  DYNAMIC HT  -         140.721 (meters)     461.68  (feet)  COMP
 KC0390  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 KC0390
 KC0390  VERT ORDER  -  SECOND    CLASS 0
 KC0390
 KC0390.The horizontal coordinates were scaled from a topographic map and have
 KC0390.an estimated accuracy of +/- 6 seconds.
 KC0390
 KC0390.The orthometric height was determined by differential leveling
 KC0390.and adjusted by the National Geodetic Survey in June 1991..
 KC0390
 KC0390.The geoid height was determined by GEOID03.
 KC0390
 KC0390.The dynamic height is computed by dividing the NAVD 88
 KC0390.geopotential number by the normal gravity value computed on the
 KC0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0390.degrees latitude (g = 980.6199 gals.).
 KC0390
 KC0390.The modeled gravity was interpolated from observed gravity values.
 KC0390
 KC0390;                    North         East    Units  Estimated Accuracy
 KC0390;SPC MO E     -   405,770.      196,040.      MT  (+/- 180 meters Scaled)
 KC0390
 KC0390                          SUPERSEDED SURVEY CONTROL
 KC0390
 KC0390  NGVD 29 (??/??/92)  140.866  (m)          462.16   (f) ADJ UNCH    2 0
 KC0390
 KC0390.Superseded values are not recommended for survey control.
 KC0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0390.See file dsdata.txt to determine how the superseded data were derived.
 KC0390
 KC0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD610725(NAD 83)
 KC0390_MARKER: Q = CHISELED SQUARE
 KC0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0390_SP_SET: BLOCK SIGNAL
 KC0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0390
 KC0390  HISTORY     - Date     Condition        Report By
 KC0390  HISTORY     - UNK      MONUMENTED       CGS
 KC0390  HISTORY     - 1935     GOOD             NGS
 KC0390
 KC0390                          STATION DESCRIPTION
 KC0390
 KC0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0390'5.2 MI N FROM LOUISIANA.
 KC0390'5.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0390'FROM THE STATION AT LOUISIANA, PIKE COUNTY, 0.2 MILE SOUTH OF
 KC0390'THE STATION AT READING, 3-1/2 YARDS EAST OF THE CENTERLINE OF
 KC0390'THE EAST TRACK, AT BLOCK SIGNAL N 99.7, AND IN THE NORTHWEST
 KC0390'CORNER OF THE CONCRETE BASE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1364 ***********************************************************************
 KD1364  DESIGNATION -  BO 01
 KD1364  PID         -  KD1364
 KD1364  STATE/COUNTY-  MO/BOONE
 KD1364  USGS QUAD   -  BROWNS (1981)
 KD1364
 KD1364                         *CURRENT SURVEY CONTROL
 KD1364  ___________________________________________________________________
 KD1364* NAD 83(1997)-  39 01 16.79471(N)    092 19 23.69090(W)     ADJUSTED  
 KD1364* NAVD 88     -       234.7    (meters)     770.     (feet)  VERTCON   
 KD1364  ___________________________________________________________________
 KD1364  X           -    -201,145.363 (meters)                     COMP
 KD1364  Y           -  -4,957,914.989 (meters)                     COMP
 KD1364  Z           -   3,994,284.348 (meters)                     COMP
 KD1364  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 KD1364  ELLIP HEIGHT-         202.01  (meters)          (02/17/00) GPS OBS
 KD1364  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KD1364
 KD1364  HORZ ORDER  -  FIRST
 KD1364  ELLP ORDER  -  FOURTH    CLASS I
 KD1364
 KD1364.The horizontal coordinates were established by GPS observations
 KD1364.and adjusted by the National Geodetic Survey in February 2000..
 KD1364
 KD1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1364
 KD1364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1364
 KD1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1364
 KD1364.The ellipsoidal height was determined by GPS observations
 KD1364.and is referenced to NAD 83.
 KD1364
 KD1364.The geoid height was determined by GEOID03.
 KD1364
 KD1364;                    North         East     Units Scale Factor Converg.
 KD1364;SPC MO C     -   353,813.671   515,305.822   MT  0.99993622   +0 06 40.6
 KD1364;UTM  15      - 4,319,361.647   558,583.873   MT  0.99964226   +0 25 34.0
 KD1364
 KD1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1364!SPC MO C     -   0.99996831  x   0.99993622  =   0.99990453
 KD1364!UTM  15      -   0.99996831  x   0.99964226  =   0.99961058
 KD1364
 KD1364                          SUPERSEDED SURVEY CONTROL
 KD1364
 KD1364  NAD 83(1997)-  39 01 16.80331(N)    092 19 23.69506(W) AD(       ) 1
 KD1364  NAD 83(1986)-  39 01 16.80331(N)    092 19 23.69509(W) AD(       ) 1
 KD1364  NGVD 29 (09/27/93)  234.7    (m)          770.     (f) GPS OBS        
 KD1364
 KD1364.Superseded values are not recommended for survey control.
 KD1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1364.See file dsdata.txt to determine how the superseded data were derived.
 KD1364
 KD1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5858419362(NAD 83)
 KD1364_MARKER: DD = SURVEY DISK
 KD1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1364_SP_SET: CONCRETE POST
 KD1364_STAMPING: BO-01 1992
 KD1364_MARK LOGO: MODNR 
 KD1364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KD1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1364+STABILITY: SURFACE MOTION
 KD1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1364+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KD1364
 KD1364  HISTORY     - Date     Condition        Report By
 KD1364  HISTORY     - 1992     MONUMENTED       MODNR
 KD1364
 KD1364                          STATION DESCRIPTION
 KD1364
 KD1364'DESCRIBED BY MO DEPT OF NAT RES 1992
 KD1364'DATE OF REPORT 11-30-1992
 KD1364'STATION BO-01
 KD1364'STATION, AZIMUTH MARKS AND REFERENCE TIES
 KD1364'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-01 1992--
 KD1364'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 KD1364'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-01U 1992--SET IN A MASS OF
 KD1364'CONCRETE.  THE STATION IS ABOUT .5 MI (0.8 KM) NORTH OF PRATHERSVILLE
 KD1364'ON FARRAR ROAD NEAR THE NORTHEAST CORNER OF SECTION 24, T49N, R13W IN
 KD1364'THE NORTHWEST ANGLE OF FARRAR RD. AND EAST CIRCLE DRIVE.  IT IS 50.6
 KD1364'FT (15.4 M) EAST OF THE SOUTH LEG OF DALYS HILLTOP CHRISTMAS TREE
 KD1364'FARM SIGN, 73.7 FT (22.5 M) SOUTHEAST OF A STEEL R/W SIGN POST, 34.0
 KD1364'FT (10.4 M) WEST OF FARRAR DRIVE, 24.0 FT (7.3 M) WEST OF THE EDGE
 KD1364'OF PAVEMENT OF FARRAR DRIVE, 40.5 FT (12.3 M) NORTH OF THE EDGE OF
 KD1364'PAVEMENT OF EAST CIRCLE DRIVE, AND 53.3 FT (16.2 M) NORTH OF EAST
 KD1364'CIRCLE DRIVE.
 KD1364'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-01A
 KD1364'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS IN THE SOUTHEAST
 KD1364'ANGLE OF MO. RTE. 763 AND PRATHERSVILLE ROAD. IT IS 23.04 FT
 KD1364'(7.02 M) EAST OF THE CENTERLINE BETWEEN THE EASTBOUND AND RIGHT TURN
 KD1364'LANES OF MO. RTE. 763, 66.5 FT (20.3 M) SOUTHEAST OF A NAIL AND
 KD1364'SHINER IN A HIGHWAY SIGN (VV,63), 220 FT (67.1 M) SOUTH OF
 KD1364'PRATHERSVILLE RD., 55.4 FT (16.9 M) SOUTHWEST OF THE SOUTHEAST
 KD1364'CORNER OF A CONCRETE CISTERN, AND 100.0 FT (30.5 M) NORTHWEST OF A
 KD1364'NAIL AND SHINER IN A POWER POLE WITH TRANSFORMER.
 KD1364'STATION AND AZIMUTH MARK TO REACH
 KD1364'TO REACH THE STATION FROM THE INTERSECTIONS OF I-70, HWY. 40, HWY. 63
 KD1364'AND MO. RTE. 763 (RANGELINE ROAD) IN COLUMBIA, GO NORTH ON MO. RTE.
 KD1364'763 FOR 3.35 MI (5.39 KM) TO ITS JUNCTION WITH MO. RTE. VV AND
 KD1364'PRATHERSVILLE RD.  TURN LEFT (WEST) ON VV FOR 265 FT (80.8 M) TO
 KD1364'FARRAR DRIVE. TURN RIGHT (NORTH) ON FARRAR DRIVE FOR .35 MI
 KD1364'(0.56 KM) AND STATION ON THE LEFT AS DESCRIBED.
 KD1364'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK SOUTH ON FARRAR
 KD1364'DRIVE TO MO. RTE. 763.  GO SOUTH ON 763 FOR 220 FT (67.1 M) AND MARK
 KD1364'ON THE EAST SIDE OF ROAD, IN THE SOUTHEAST QUADRANT OF MO RTE. 763
 KD1364'AND PRATHERSVILLE RD. AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1365 ***********************************************************************
 KD1365  DESIGNATION -  BO 02
 KD1365  PID         -  KD1365
 KD1365  STATE/COUNTY-  MO/BOONE
 KD1365  USGS QUAD   -  BROWNS (1981)
 KD1365
 KD1365                         *CURRENT SURVEY CONTROL
 KD1365  ___________________________________________________________________
 KD1365* NAD 83(1997)-  39 01 16.17842(N)    092 16 09.45347(W)     ADJUSTED  
 KD1365* NAVD 88     -       262.4    (meters)     861.     (feet)  VERTCON   
 KD1365  ___________________________________________________________________
 KD1365  X           -    -196,477.785 (meters)                     COMP
 KD1365  Y           -  -4,958,135.699 (meters)                     COMP
 KD1365  Z           -   3,994,287.047 (meters)                     COMP
 KD1365  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 KD1365  ELLIP HEIGHT-         229.75  (meters)          (02/17/00) GPS OBS
 KD1365  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD1365
 KD1365  HORZ ORDER  -  FIRST
 KD1365  ELLP ORDER  -  FOURTH    CLASS I
 KD1365
 KD1365.The horizontal coordinates were established by GPS observations
 KD1365.and adjusted by the National Geodetic Survey in February 2000..
 KD1365
 KD1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1365
 KD1365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1365
 KD1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1365
 KD1365.The ellipsoidal height was determined by GPS observations
 KD1365.and is referenced to NAD 83.
 KD1365
 KD1365.The geoid height was determined by GEOID03.
 KD1365
 KD1365;                    North         East     Units Scale Factor Converg.
 KD1365;SPC MO C     -   353,805.128   519,978.075   MT  0.99993825   +0 08 42.9
 KD1365;UTM  15      - 4,319,378.771   563,254.741   MT  0.99964927   +0 27 36.3
 KD1365
 KD1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1365!SPC MO C     -   0.99996395  x   0.99993825  =   0.99990221
 KD1365!UTM  15      -   0.99996395  x   0.99964927  =   0.99961324
 KD1365
 KD1365                          SUPERSEDED SURVEY CONTROL
 KD1365
 KD1365  NAD 83(1997)-  39 01 16.18712(N)    092 16 09.45777(W) AD(       ) 1
 KD1365  NAD 83(1986)-  39 01 16.18718(N)    092 16 09.45782(W) AD(       ) 1
 KD1365  NGVD 29 (09/27/93)  262.4    (m)          861.     (f) GPS OBS        
 KD1365
 KD1365.Superseded values are not recommended for survey control.
 KD1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1365.See file dsdata.txt to determine how the superseded data were derived.
 KD1365
 KD1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6325519379(NAD 83)
 KD1365_MARKER: DD = SURVEY DISK
 KD1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1365_SP_SET: CONCRETE POST
 KD1365_STAMPING: BO-02 1992
 KD1365_MARK LOGO: MODNR 
 KD1365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KD1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1365+STABILITY: SURFACE MOTION
 KD1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1365+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KD1365
 KD1365  HISTORY     - Date     Condition        Report By
 KD1365  HISTORY     - 1992     MONUMENTED       MODNR
 KD1365
 KD1365                          STATION DESCRIPTION
 KD1365
 KD1365'DESCRIBED BY MO DEPT OF NAT RES 1992
 KD1365'DATE OF REPORT 11-30-1992
 KD1365'STATION BO-02
 KD1365'STATION, AZIMUTH MARKS AND REFERENCE TIES
 KD1365'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-02 1992--
 KD1365'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 KD1365'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-02U 1992--SET IN A MASS OF
 KD1365'CONCRETE.  THE STATION IS 3.0 MI (4.8 KM) EAST OF THE U.S. HWY. 63
 KD1365'AND MO. HWY. VV INTERSECTION, 2.8 MI (4.5 KM) EAST OF PRATHERSVILLE,
 KD1365'MO, 1.1 MI (1.8 KM) SOUTH OF MO. RTE. HH AND MO. RTE. B, 15.5 FT
 KD1365'(4.7 M) NORTHEAST OF A GAS VENT PIPE, 38.5 FT (11.7 M) EAST OF THE
 KD1365'CENTERLINE OF BROWN STATION ROAD, 6.5 FT (2.0 M) SOUTHEAST OF A FIRE
 KD1365'HYDRANT, 91.0 FT (27.7 M) SOUTHWEST OF THE CENTERLINE OF PEABODY
 KD1365'ROAD, 25.8 FT (7.9 M) WEST OF THE WEST RAIL OF A RAILROAD.
 KD1365'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-02A
 KD1365'1992--SET IN A 12 IN. DIAMETER CONCRETE POST, 3.0 MI (4.8 KM) EAST
 KD1365'OF THE U.S. HWY. 63 AND MO. HWY. VV INTERSECTION, EAST OF
 KD1365'PRATHERSVILLE MO, IN SECTION 21, T49N, R12W, 177.8 FT (54.2 M) NORTH
 KD1365'OF THE EXTENDED CENTERLINE OF THE SOUTH ENTRANCE ROAD TO BROAD
 KD1365'BUILDING SUPPLY COMPANY, 29.5 FT (9.0 M) WEST OF THE CENTERLINE OF
 KD1365'MO. RTE. B, 64.3 FT (19.6 M) SOUTH OF A NAIL AND SHINER IN AN
 KD1365'ADOPT-A-HIGHWAY SIGN, AND 68.0 FT (20.7 M) SOUTH OF THE EXTENDED
 KD1365'CENTERLINE OF THE NORTH ENTRANCE ROAD TO BROAD BUILDING SUPPLY
 KD1365'COMPANY, 300 FT (91.4 M) NORTHWEST OF BROWNS STATION ROAD, 17.9 FT
 KD1365'(5.5 M) EAST OF THE EDGE OF PAVEMENT.
 KD1365'STATION AND AZIMUTH MARK TO REACH
 KD1365'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 40, 70, AND 63,
 KD1365'GO NORTH AND WEST ON HIGHWAY 63 FOR 2.15 MI (3.46 KM) TO EXIT 128A
 KD1365'(HWY. B). EXIT RIGHT AND GO NORTH ON HIGHWAY B FOR 2.4 MI (3.9 KM) TO
 KD1365'THE INTERSECTION WITH BROWNS STATION RD. ON RIGHT. TURN RIGHT AND
 KD1365'FOLLOW BROWNS STATION ROAD NORTHEAST FOR .25 MI (0.40 KM) TO THE
 KD1365'STATION ON THE RIGHT 91 FT (27.7 M) SOUTH OF PEABODY ROAD AS
 KD1365'DESCRIBED.
 KD1365'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN SOUTH ON BROWNS
 KD1365'STATION RD. FOR .30 MI (0.48 KM) TO HIGHWAY B.  TURN LEFT AND GO
 KD1365'SOUTH ON B FOR 0.1 MI (0.2 KM) TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2831 ***********************************************************************
 JD2831  DESIGNATION -  BO 03
 JD2831  PID         -  JD2831
 JD2831  STATE/COUNTY-  MO/BOONE
 JD2831  USGS QUAD   -  COLUMBIA (1981)
 JD2831
 JD2831                         *CURRENT SURVEY CONTROL
 JD2831  ___________________________________________________________________
 JD2831* NAD 83(1997)-  38 59 59.64015(N)    092 18 07.27671(W)     ADJUSTED  
 JD2831* NAVD 88     -       228.9    (meters)     751.     (feet)  VERTCON   
 JD2831  ___________________________________________________________________
 JD2831  X           -    -199,368.586 (meters)                     COMP
 JD2831  Y           -  -4,959,481.182 (meters)                     COMP
 JD2831  Z           -   3,992,431.890 (meters)                     COMP
 JD2831  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 JD2831  ELLIP HEIGHT-         196.23  (meters)          (02/17/00) GPS OBS
 JD2831  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD2831
 JD2831  HORZ ORDER  -  FIRST
 JD2831  ELLP ORDER  -  FOURTH    CLASS I
 JD2831
 JD2831.The horizontal coordinates were established by GPS observations
 JD2831.and adjusted by the National Geodetic Survey in February 2000..
 JD2831
 JD2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2831
 JD2831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2831
 JD2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2831
 JD2831.The ellipsoidal height was determined by GPS observations
 JD2831.and is referenced to NAD 83.
 JD2831
 JD2831.The geoid height was determined by GEOID03.
 JD2831
 JD2831;                    North         East     Units Scale Factor Converg.
 JD2831;SPC MO C     -   351,438.343   517,149.070   MT  0.99993695   +0 07 28.5
 JD2831;UTM  15      - 4,316,997.174   560,439.598   MT  0.99964498   +0 26 21.4
 JD2831
 JD2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2831!SPC MO C     -   0.99996921  x   0.99993695  =   0.99990617
 JD2831!UTM  15      -   0.99996921  x   0.99964498  =   0.99961420
 JD2831
 JD2831                          SUPERSEDED SURVEY CONTROL
 JD2831
 JD2831  NAD 83(1986)-  38 59 59.64878(N)    092 18 07.28104(W) AD(       ) 1
 JD2831  NGVD 29 (09/27/93)  228.9    (m)          751.     (f) GPS OBS        
 JD2831
 JD2831.Superseded values are not recommended for survey control.
 JD2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2831.See file dsdata.txt to determine how the superseded data were derived.
 JD2831
 JD2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6044016997(NAD 83)
 JD2831_MARKER: DD = SURVEY DISK
 JD2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2831_SP_SET: CONCRETE POST
 JD2831_STAMPING: BO-03 1992
 JD2831_MARK LOGO: MODNR 
 JD2831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2831+STABILITY: SURFACE MOTION
 JD2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2831+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2831
 JD2831  HISTORY     - Date     Condition        Report By
 JD2831  HISTORY     - 1992     MONUMENTED       MODNR
 JD2831
 JD2831                          STATION DESCRIPTION
 JD2831
 JD2831'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2831'DATE OF REPORT 11-30-1992
 JD2831'STATION BO-03
 JD2831'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2831'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-03 1992--
 JD2831'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2831'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-03U 1992--SET IN A MASS OF
 JD2831'CONCRETE.  THE STATION IS 2.65 MI (4.26 KM) NORTH OF THE I-70, U.S.
 JD2831'HWY. 40 AND U.S. HWY. 63 INTERSECTION, 2.5 MI (4.0 KM) NORTHEAST OF
 JD2831'THE MO. RTE. 763 AND I-70, U.S. HWY. 40, U.S. HWY. 63 INTERSECTION,
 JD2831'15 FT (4.6 M) EAST OF THE CENTERLINE OF OAKLAND DRIVE, 85.8 FT
 JD2831'(26.2 M) SOUTHEAST OF A NAIL AND SHINER IN A POWER POLE, 76.5 FT
 JD2831'(23.3 M) SOUTHWEST OF A NAIL AND SHINER IN A FENCE BRACE POST, 45.9
 JD2831'FT (14.0 M) WEST OF FENCE, 63.6 FT (19.4 M) NORTHWEST OF A
 JD2831'RIGHT-OF-WAY MARKER, 4.0 FT (1.2 M) EAST OF THE EDGE OF THE
 JD2831'PAVEMENT, 450 FT (137.2 M) SOUTHWEST OF THE U.S. HWY. 63 OVERPASS.
 JD2831'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-03A
 JD2831'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 2.0 MI (3.2 KM)
 JD2831'NORTHEAST OF THE U.S. HWY. 763 AND I-70 INTERSECTION IN SECTION 31,
 JD2831'T49N, R12W, 83.7 FT (25.5 M) SOUTHEAST OF A NAIL AND SHINER IN A
 JD2831'POWER POLE TRANSFORMER, 140 FT (42.7 M) SOUTH OF A CREEK, 20.6 FT
 JD2831'(6.3 M) WEST OF THE CENTERLINE OF OAKLAND DRIVE, 69.5 FT (21.2 M)
 JD2831'NORTHWEST OF A NAIL AND SHINER IN A UTILITY POLE WITH LIGHT, 62.1 FT
 JD2831'(18.9 M) NORTH OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE 4033, 1.6
 JD2831'FT (0.5 M) EAST OF THE BACK OF THE CURB, 200 FT (61.0 M) NORTH OF
 JD2831'GRACE ELLEN DRIVE.
 JD2831'STATION AND AZIMUTH MARK TO REACH
 JD2831'TO REACH THE STATION FROM THE MO. HIGHWAY 763 OVERPASS OF I-70 AND
 JD2831'U.S. HWY. 40, 63, GO NORTH ON MO. HIGHWAY 763 1.80 MI (2.90 KM) TO
 JD2831'SMILEY LANE.  TURN RIGHT AND GO EAST ON SMILEY LANE .95 MI (1.53 KM)
 JD2831'TO OAKLAND DRIVE.  TURN LEFT AND GO NORTH ON OAKLAND DRIVE .50 MI
 JD2831'(0.80 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 JD2831'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN SOUTH ON OAKLAND
 JD2831'DRIVE .60 MI (0.97 KM) TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2832 ***********************************************************************
 JD2832  DESIGNATION -  BO 04
 JD2832  PID         -  JD2832
 JD2832  STATE/COUNTY-  MO/BOONE
 JD2832  USGS QUAD   -  COLUMBIA (1981)
 JD2832
 JD2832                         *CURRENT SURVEY CONTROL
 JD2832  ___________________________________________________________________
 JD2832* NAD 83(1997)-  38 59 07.57336(N)    092 15 27.20614(W)     ADJUSTED  
 JD2832* NAVD 88     -       250.44   (+/-2cm)     821.7    (feet)  VERTCON   
 JD2832  ___________________________________________________________________
 JD2832  X           -    -195,560.210 (meters)                     COMP
 JD2832  Y           -  -4,960,660.694 (meters)                     COMP
 JD2832  Z           -   3,991,197.496 (meters)                     COMP
 JD2832  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 JD2832  ELLIP HEIGHT-         217.80  (meters)          (02/17/00) GPS OBS
 JD2832  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2832
 JD2832  HORZ ORDER  -  FIRST
 JD2832  VERT ORDER  -  THIRD ? (See Below)
 JD2832  ELLP ORDER  -  FOURTH    CLASS I
 JD2832
 JD2832.The horizontal coordinates were established by GPS observations
 JD2832.and adjusted by the National Geodetic Survey in February 2000..
 JD2832
 JD2832.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2832.The vertical order pertains to the NGVD 29 superseded value.
 JD2832
 JD2832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2832
 JD2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2832
 JD2832.The ellipsoidal height was determined by GPS observations
 JD2832.and is referenced to NAD 83.
 JD2832
 JD2832.The geoid height was determined by GEOID03.
 JD2832
 JD2832;                    North         East     Units Scale Factor Converg.
 JD2832;SPC MO C     -   349,842.148   521,004.860   MT  0.99993876   +0 09 09.1
 JD2832;UTM  15      - 4,315,422.632   564,302.975   MT  0.99965091   +0 28 01.6
 JD2832
 JD2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2832!SPC MO C     -   0.99996583  x   0.99993876  =   0.99990459
 JD2832!UTM  15      -   0.99996583  x   0.99965091  =   0.99961675
 JD2832
 JD2832                          SUPERSEDED SURVEY CONTROL
 JD2832
 JD2832  NAD 83(1986)-  38 59 07.58222(N)    092 15 27.21062(W) AD(       ) 1
 JD2832  NGVD 29 (09/27/93)  250.42   (m)          821.6    (f) LEVELING    3  
 JD2832
 JD2832.Superseded values are not recommended for survey control.
 JD2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2832.See file dsdata.txt to determine how the superseded data were derived.
 JD2832
 JD2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6430315423(NAD 83)
 JD2832_MARKER: DD = SURVEY DISK
 JD2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2832_SP_SET: CONCRETE POST
 JD2832_STAMPING: BO-04 1992
 JD2832_MARK LOGO: MODNR 
 JD2832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2832+STABILITY: SURFACE MOTION
 JD2832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2832+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2832
 JD2832  HISTORY     - Date     Condition        Report By
 JD2832  HISTORY     - 1992     MONUMENTED       MODNR
 JD2832
 JD2832                          STATION DESCRIPTION
 JD2832
 JD2832'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2832'DATE OF REPORT 11-30-1992
 JD2832'STATION BO-04
 JD2832'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2832'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-04 1992--
 JD2832'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2832'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-04U 1992--SET IN A MASS OF
 JD2832'CONCRETE.  THE STATION IS 2.5 MI (4.0 KM) NORTHEAST OF THE U.S. HWY.
 JD2832'40, I-70 AND U.S. HWY. 63 INTERSECTION, 3.25 MI (5.23 KM) NORTHEAST
 JD2832'OF COLUMBIA MO, 9.8 FT (3.0 M) EAST OF THE CENTERLINE TO A FIELD
 JD2832'ENTRANCE, 10.0 FT (3.0 M) SOUTHEAST OF A FIRE HYDRANT, 17.2 FT
 JD2832'(5.2 M) SOUTHWEST OF A TELEPHONE MANHOLE, 94.4 FT (28.8 M) WEST OF
 JD2832'A NAIL AND SHINER IN A POWER POLE, 25.3 FT (7.7 M) NORTH OF THE
 JD2832'CENTERLINE OF MO. RTE. PP, NORTHWEST OF HOUSE 5216.
 JD2832'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-04A
 JD2832'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 2.25 MI (3.62 KM)
 JD2832'NORTHEAST OF THE U.S. HWY. 40, I-70, AND U.S. HWY. 63 INTERSECTION,
 JD2832'3.25 MI (5.23 KM) NORTHEAST OF COLUMBIA IN SECTION 34, T49N, R12W,
 JD2832'57.9 FT (17.6 M) SOUTHEAST OF A NAIL AND SHINER IN A POWER POLE
 JD2832'LOCATED IN THE YARD OF HOUSE 4820, 23.8 FT (7.3 M) SOUTH OF THE
 JD2832'CENTERLINE OF MO. RTE. PP, 66.6 FT (20.3 M) SOUTHWEST OF A FIRE
 JD2832'HYDRANT IN THE YARD OF HOUSE 4820, 53.5 FT (16.3 M) SOUTHWEST OF A
 JD2832'MAILBOX, 68.7 FT (20.9 M) WEST OF THE CENTERLINE OF THE DRIVEWAY TO
 JD2832'HOUSE 4820, 13.0 FT (4.0 M) SOUTH OF A FENCE.
 JD2832'STATION AND AZIMUTH MARK TO REACH
 JD2832'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 63 AND I-70, GO
 JD2832'NORTH ON U.S. HIGHWAY 63 FOR .15 MI (0.24 KM) TO MO. ROUTE PP. TURN
 JD2832'RIGHT AND GO EAST ON MO. ROUTE PP FOR 3.10 MI (4.99 KM) TO THE
 JD2832'STATION ON THE LEFT AS DESCRIBED.
 JD2832'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN SOUTH ON MO. ROUTE
 JD2832'PP .30 MI (0.48 KM) TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2833 ***********************************************************************
 JD2833  DESIGNATION -  BO 05
 JD2833  PID         -  JD2833
 JD2833  STATE/COUNTY-  MO/BOONE
 JD2833  USGS QUAD   -  COLUMBIA (1981)
 JD2833
 JD2833                         *CURRENT SURVEY CONTROL
 JD2833  ___________________________________________________________________
 JD2833* NAD 83(1997)-  38 57 50.63150(N)    092 17 09.03423(W)     ADJUSTED  
 JD2833* NAVD 88     -       224.6    (meters)     737.     (feet)  VERTCON   
 JD2833  ___________________________________________________________________
 JD2833  X           -    -198,067.871 (meters)                     COMP
 JD2833  Y           -  -4,962,034.691 (meters)                     COMP
 JD2833  Z           -   3,989,336.583 (meters)                     COMP
 JD2833  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 JD2833  ELLIP HEIGHT-         191.94  (meters)          (02/17/00) GPS OBS
 JD2833  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2833
 JD2833  HORZ ORDER  -  FIRST
 JD2833  ELLP ORDER  -  FOURTH    CLASS I
 JD2833
 JD2833.The horizontal coordinates were established by GPS observations
 JD2833.and adjusted by the National Geodetic Survey in February 2000..
 JD2833
 JD2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2833
 JD2833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2833
 JD2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2833
 JD2833.The ellipsoidal height was determined by GPS observations
 JD2833.and is referenced to NAD 83.
 JD2833
 JD2833.The geoid height was determined by GEOID03.
 JD2833
 JD2833;                    North         East     Units Scale Factor Converg.
 JD2833;SPC MO C     -   347,463.465   518,559.817   MT  0.99993757   +0 08 04.8
 JD2833;UTM  15      - 4,313,031.256   561,871.728   MT  0.99964714   +0 26 56.8
 JD2833
 JD2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2833!SPC MO C     -   0.99996989  x   0.99993757  =   0.99990746
 JD2833!UTM  15      -   0.99996989  x   0.99964714  =   0.99961704
 JD2833
 JD2833                          SUPERSEDED SURVEY CONTROL
 JD2833
 JD2833  NAD 83(1986)-  38 57 50.64026(N)    092 17 09.03870(W) AD(       ) 1
 JD2833  NGVD 29 (09/27/93)  224.6    (m)          737.     (f) GPS OBS        
 JD2833
 JD2833.Superseded values are not recommended for survey control.
 JD2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2833.See file dsdata.txt to determine how the superseded data were derived.
 JD2833
 JD2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6187213031(NAD 83)
 JD2833_MARKER: DD = SURVEY DISK
 JD2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2833_SP_SET: CONCRETE POST
 JD2833_STAMPING: BO-05 1992
 JD2833_MARK LOGO: MODNR 
 JD2833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2833+STABILITY: SURFACE MOTION
 JD2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2833+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2833
 JD2833  HISTORY     - Date     Condition        Report By
 JD2833  HISTORY     - 1992     MONUMENTED       MODNR
 JD2833
 JD2833                          STATION DESCRIPTION
 JD2833
 JD2833'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2833'DATE OF REPORT 11-30-1992
 JD2833'STATION BO-05
 JD2833'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2833'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-05 1992--
 JD2833'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2833'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-05U 1992--SET IN A MASS OF
 JD2833'CONCRETE.  THE STATION IS 0.4 MI (0.6 KM) NORTHEAST OF THE
 JD2833'INTERSECTION OF U.S. HWY. 63 AND I-70, U.S. HWY. 40, 0.3 MI (0.5 KM)
 JD2833'EAST OF THE U.S. HWY. 63 AND MO. RTE. PP INTERSECTION AND 1.1 MI
 JD2833'(1.8 KM) EAST OF COLUMBIA MO, 49.0 FT (14.9 M) EAST OF THE CENTER
 JD2833'LINE OF THE MEDIAN BETWEEN THE NORTHBOUND AND SOUTHBOUND ENTRANCE TO
 JD2833'CREEKWOOD ESTATES, 13.5 FT (4.1 M) SOUTHWEST OF A NAIL AND SHINER IN
 JD2833'A POWER POLE, 49.3 FT (15.0 M) NORTH OF THE CENTERLINE OF MO. RTE.
 JD2833'PP, 33.1 FT (10.1 M) NORTHEAST OF A 12 INCH CORRUGATED METAL PIPE WITH
 JD2833'CONCRETE HEAD WALL, 36.5 FT (11.1 M) NORTH OF EDGE OF PAVEMENT OF
 JD2833'MO. RTE. PP, AND 22.0 FT (6.7 M) EAST OF EDGE OF PAVEMENT OF
 JD2833'CREEKWOOD ESTATES ENTRANCE ROAD.
 JD2833'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-05A
 JD2833'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS .65 MI (1.05 KM)
 JD2833'NORTHEAST OF THE INTERSECTION OF U.S. HWY. 63, I-70, AND U.S. HWY. 40,
 JD2833'1.1 MI (1.8 KM) EAST OF COLUMBIA MO IN SECTION 4, T48N, R12W, 36.7 FT
 JD2833'(11.2 M) SOUTH OF THE CENTERLINE OF MO. RTE. PP, 39.0 FT (11.9 M)
 JD2833'WEST OF THE CENTERLINE OF DRIVEWAY TO PINE GROVE SUBSTATION OF CENTRAL
 JD2833'ELECTRIC POWER CO-OP, 31.1 FT (9.5 M) NORTHWEST OF A NAIL AND SHINER
 JD2833'IN A POWER POLE, 25.5 FT (7.8 M) NORTH OF A CORNER POST, 29.8 FT
 JD2833'(9.1 M) NORTHEAST OF A NAIL AND SHINER IN A POWER POLE, AND 24.0 FT
 JD2833'(7.3 M) SOUTH OF THE EDGE OF THE PAVEMENT OF MO. RTE. PP.
 JD2833'STATION AND AZIMUTH MARK TO REACH
 JD2833'TO REACH THE STATION FROM THE JUNCTION OF I-70, U.S. 40 AND U.S. 63 AT
 JD2833'COLUMBIA, GO NORTH ON 63 FOR .15 MI (0.24 KM) TO MO. RTE. PP.  GO
 JD2833'EAST ON PP FOR .30 MI (0.48 KM) TO THE STATION ON THE LEFT AS
 JD2833'DESCRIBED.
 JD2833'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON PP FOR
 JD2833'.35 MI (0.56 KM) AND MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2834 ***********************************************************************
 JD2834  DESIGNATION -  BO 06
 JD2834  PID         -  JD2834
 JD2834  STATE/COUNTY-  MO/BOONE
 JD2834  USGS QUAD   -  COLUMBIA (1981)
 JD2834
 JD2834                         *CURRENT SURVEY CONTROL
 JD2834  ___________________________________________________________________
 JD2834* NAD 83(1997)-  38 59 12.02527(N)    092 19 32.03865(W)     ADJUSTED  
 JD2834* NAVD 88     -       222.7    (meters)     731.     (feet)  VERTCON   
 JD2834  ___________________________________________________________________
 JD2834  X           -    -201,443.902 (meters)                     COMP
 JD2834  Y           -  -4,960,317.188 (meters)                     COMP
 JD2834  Z           -   3,991,286.728 (meters)                     COMP
 JD2834  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 JD2834  ELLIP HEIGHT-         190.01  (meters)          (02/17/00) GPS OBS
 JD2834  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2834
 JD2834  HORZ ORDER  -  FIRST
 JD2834  ELLP ORDER  -  FOURTH    CLASS I
 JD2834
 JD2834.The horizontal coordinates were established by GPS observations
 JD2834.and adjusted by the National Geodetic Survey in February 2000..
 JD2834
 JD2834.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2834
 JD2834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2834
 JD2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2834
 JD2834.The ellipsoidal height was determined by GPS observations
 JD2834.and is referenced to NAD 83.
 JD2834
 JD2834.The geoid height was determined by GEOID03.
 JD2834
 JD2834;                    North         East     Units Scale Factor Converg.
 JD2834;SPC MO C     -   349,965.940   515,112.396   MT  0.99993614   +0 06 35.1
 JD2834;UTM  15      - 4,315,514.043   558,411.635   MT  0.99964201   +0 25 27.6
 JD2834
 JD2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2834!SPC MO C     -   0.99997019  x   0.99993614  =   0.99990633
 JD2834!UTM  15      -   0.99997019  x   0.99964201  =   0.99961221
 JD2834
 JD2834                          SUPERSEDED SURVEY CONTROL
 JD2834
 JD2834  NAD 83(1986)-  38 59 12.03384(N)    092 19 32.04306(W) AD(       ) 1
 JD2834  NGVD 29 (09/27/93)  222.7    (m)          731.     (f) GPS OBS        
 JD2834
 JD2834.Superseded values are not recommended for survey control.
 JD2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2834.See file dsdata.txt to determine how the superseded data were derived.
 JD2834
 JD2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5841215514(NAD 83)
 JD2834_MARKER: DD = SURVEY DISK
 JD2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2834_SP_SET: CONCRETE POST
 JD2834_STAMPING: BO-06 1992
 JD2834_MARK LOGO: MODNR 
 JD2834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2834+STABILITY: SURFACE MOTION
 JD2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2834+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2834
 JD2834  HISTORY     - Date     Condition        Report By
 JD2834  HISTORY     - 1992     MONUMENTED       MODNR
 JD2834
 JD2834                          STATION DESCRIPTION
 JD2834
 JD2834'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2834'DATE OF REPORT 11-30-1992
 JD2834'STATION BO-06
 JD2834'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2834'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-06 1992--
 JD2834'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2834'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-06U 1992--SET IN A MASS OF
 JD2834'CONCRETE.  THE STATION IS 1.25 MI (2.01 KM) NORTH OF THE MO. RTE. 763
 JD2834'AND I-70, U.S. RTE. 40, U.S. RTE. 63 INTERSECTION IN COLUMBIA MO,
 JD2834'36.2 FT (11.0 M) SOUTHEAST OF THE CENTERLINE OF MO. RTE. 763, 58.6
 JD2834'FT (17.9 M) SOUTHWEST OF A NAIL AND SHINER IN A BRACE POLE, 18.7 FT
 JD2834'(5.7 M) NORTHWEST OF A NAIL AND SHINER IN A UTILITY POLE, 22.9 FT
 JD2834'(7.0 M) NORTHEAST OF A NAIL AND SHINER IN AN ADOPT-A-HIGHWAY SIGN,
 JD2834'AND 24.0 FT (7.3 M) SOUTHEAST OF A NAIL AND WASHER AT EDGE OF
 JD2834'PAVEMENT.
 JD2834'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-06A
 JD2834'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 1.55 MI (2.49 KM)
 JD2834'NORTH OF THE MO. HWY. 763, I-70, AND U.S. HWY. 63 INTERSECTION, IN
 JD2834'SECTION 31, T49N, R12W, 79.1 FT (24.1 M) SOUTHWEST OF A NAIL AND
 JD2834'SHINER IN A UTILITY POLE, 33.4 FT (10.2 M) EAST OF THE CENTERLINE OF
 JD2834'MO. RTE. 763, 81.0 FT (24.7 M) NORTH OF A NAIL AND SHINER IN A
 JD2834'UTILITY POLE, 22.6 FT (6.9 M) EAST OF THE EDGE OF PAVEMENT, EAST OF
 JD2834'THE DINWIDDIE CIRCLE AND MO. RTE. 763 INTERSECTION, AND NORTHEAST OF
 JD2834'DRUMMOND MECHANICAL CONTRACTORS, INC.
 JD2834'STATION AND AZIMUTH MARK TO REACH
 JD2834'TO REACH THE STATION FROM THE MO. HIGHWAY 763 OVERPASS OF I-70 AND
 JD2834'U.S. ROUTE 40, GO NORTH ON MO. HWY. 763 FOR 1.30 MI (2.09 KM) TO THE
 JD2834'STATION ON THE RIGHT AS DESCRIBED.
 JD2834'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON MO.
 JD2834'HIGHWAY 763 .30 MI (0.48 KM) AND THE AZIMUTH MARK ON THE RIGHT AS
 JD2834'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2835 ***********************************************************************
 JD2835  DESIGNATION -  BO 07
 JD2835  PID         -  JD2835
 JD2835  STATE/COUNTY-  MO/BOONE
 JD2835  USGS QUAD   -  COLUMBIA (1981)
 JD2835
 JD2835                         *CURRENT SURVEY CONTROL
 JD2835  ___________________________________________________________________
 JD2835* NAD 83(1997)-  38 59 59.49334(N)    092 21 03.09332(W)     ADJUSTED  
 JD2835* NAVD 88     -       223.1    (meters)     732.     (feet)  VERTCON   
 JD2835  ___________________________________________________________________
 JD2835  X           -    -203,595.822 (meters)                     COMP
 JD2835  Y           -  -4,959,307.754 (meters)                     COMP
 JD2835  Z           -   3,992,424.696 (meters)                     COMP
 JD2835  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 JD2835  ELLIP HEIGHT-         190.39  (meters)          (02/17/00) GPS OBS
 JD2835  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD2835
 JD2835  HORZ ORDER  -  FIRST
 JD2835  ELLP ORDER  -  FOURTH    CLASS I
 JD2835
 JD2835.The horizontal coordinates were established by GPS observations
 JD2835.and adjusted by the National Geodetic Survey in February 2000..
 JD2835
 JD2835.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2835
 JD2835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2835
 JD2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2835
 JD2835.The ellipsoidal height was determined by GPS observations
 JD2835.and is referenced to NAD 83.
 JD2835
 JD2835.The geoid height was determined by GEOID03.
 JD2835
 JD2835;                    North         East     Units Scale Factor Converg.
 JD2835;SPC MO C     -   351,425.752   512,918.694   MT  0.99993539   +0 05 37.9
 JD2835;UTM  15      - 4,316,961.359   556,210.600   MT  0.99963891   +0 24 30.7
 JD2835
 JD2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2835!SPC MO C     -   0.99997013  x   0.99993539  =   0.99990552
 JD2835!UTM  15      -   0.99997013  x   0.99963891  =   0.99960905
 JD2835
 JD2835                          SUPERSEDED SURVEY CONTROL
 JD2835
 JD2835  NAD 83(1986)-  38 59 59.50187(N)    092 21 03.09766(W) AD(       ) 1
 JD2835  NGVD 29 (09/27/93)  223.1    (m)          732.     (f) GPS OBS        
 JD2835
 JD2835.Superseded values are not recommended for survey control.
 JD2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2835.See file dsdata.txt to determine how the superseded data were derived.
 JD2835
 JD2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5621116961(NAD 83)
 JD2835_MARKER: DD = SURVEY DISK
 JD2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2835_SP_SET: CONCRETE POST
 JD2835_STAMPING: BO-07 1992
 JD2835_MARK LOGO: MODNR 
 JD2835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2835+STABILITY: SURFACE MOTION
 JD2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2835+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2835
 JD2835  HISTORY     - Date     Condition        Report By
 JD2835  HISTORY     - 1992     MONUMENTED       MODNR
 JD2835
 JD2835                          STATION DESCRIPTION
 JD2835
 JD2835'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2835'DATE OF REPORT 11-30-1992
 JD2835'STATION BO-07
 JD2835'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2835'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-07 1992--
 JD2835'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2835'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-07U 1992--SET IN A MASS OF
 JD2835'CONCRETE.  THE STATION IS LOCATED 1.50 MI (2.41 KM) NORTH OF COLUMBIA
 JD2835'MO, AND THE I-70 AND U.S. HWY. 763 INTERSECTION, 6.6 FT (2.0 M)
 JD2835'SOUTHEAST OF A NAIL AND SHINER IN A GATE POST, 4.9 FT (1.5 M) EAST OF
 JD2835'A FENCE, 25.3 FT (7.7 M) WEST OF THE CENTERLINE OF CREASY SPRINGS
 JD2835'ROAD, 44.0 FT (13.4 M) NORTHWEST OF A 14 INCH CEDAR, 17.5 FT
 JD2835'(5.3 M) NORTH OF A NAIL AND SHINER IN A POWER POLE, AND 9.0 FT
 JD2835'(2.7 M) NORTH OF THE CENTERLINE OF A FIELD ENTRANCE.
 JD2835'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-07A
 JD2835'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 1.75 MI (2.82 KM)
 JD2835'NORTH OF COLUMBIA MO AND THE I-70 AND U.S. HWY. 763 INTERSECTION IN
 JD2835'SECTION 26, T49N, R13W.  IT IS 17.7 FT (5.4 M) EAST OF THE CENTER
 JD2835'LINE OF CREASY SPRINGS ROAD, 51.5 FT (15.7 M) SOUTH OF THE CENTER
 JD2835'LINE OF THE NORTH DRIVEWAY TO HOUSE 4930, 43.0 FT (13.1 M) SOUTHWEST
 JD2835'OF A NAIL AND SHINER IN A BRACE POST, 59.0 FT (18.0 M) NORTH OF A
 JD2835'WATER METER, 37.5 FT (11.4 M) NORTH OF THE CENTERLINE OF THE SOUTH
 JD2835'DRIVEWAY, AND 14.2 FT (4.3 M) NORTHEAST OF A MAILBOX 4930.
 JD2835'STATION AND AZIMUTH MARK TO REACH
 JD2835'TO REACH THE STATION FROM THE OVERPASS AT MISSOURI ROUTE 763, I-70 AND
 JD2835'U.S. HWY. 40, GO NORTH ON MISSOURI ROUTE 763 FOR 2.3 MI (3.7 KM) TO
 JD2835'BROWNS SCHOOL RD. ON THE LEFT   TURN LEFT (WEST) AND GO 1.4 MI
 JD2835'(2.3 KM) TO A T INTERSECTION WITH CREASY SPRINGS RD.  TURN LEFT
 JD2835'(SOUTH) ON CREASY SPRINGS RD. AND GO 0.15 MI (0.24 KM) TO THE STATION
 JD2835'ON THE RIGHT AS DESCRIBED.
 JD2835'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON CREASY SPRINGS
 JD2835'ROAD .40 MI (0.64 KM) TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2836 ***********************************************************************
 JD2836  DESIGNATION -  BO 08
 JD2836  PID         -  JD2836
 JD2836  STATE/COUNTY-  MO/BOONE
 JD2836  USGS QUAD   -  HUNTSDALE (1985)
 JD2836
 JD2836                         *CURRENT SURVEY CONTROL
 JD2836  ___________________________________________________________________
 JD2836* NAD 83(1997)-  38 59 54.77620(N)    092 23 22.43351(W)     ADJUSTED  
 JD2836* NAVD 88     -       181.8    (meters)     596.     (feet)  VERTCON   
 JD2836  ___________________________________________________________________
 JD2836  X           -    -206,948.464 (meters)                     COMP
 JD2836  Y           -  -4,959,228.436 (meters)                     COMP
 JD2836  Z           -   3,992,285.616 (meters)                     COMP
 JD2836  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 JD2836  ELLIP HEIGHT-         149.03  (meters)          (02/17/00) GPS OBS
 JD2836  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JD2836
 JD2836  HORZ ORDER  -  FIRST
 JD2836  ELLP ORDER  -  FOURTH    CLASS I
 JD2836
 JD2836.The horizontal coordinates were established by GPS observations
 JD2836.and adjusted by the National Geodetic Survey in February 2000..
 JD2836
 JD2836.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2836
 JD2836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2836
 JD2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2836
 JD2836.The ellipsoidal height was determined by GPS observations
 JD2836.and is referenced to NAD 83.
 JD2836
 JD2836.The geoid height was determined by GEOID03.
 JD2836
 JD2836;                    North         East     Units Scale Factor Converg.
 JD2836;SPC MO C     -   351,275.516   509,566.158   MT  0.99993446   +0 04 10.2
 JD2836;UTM  15      - 4,316,792.765   552,859.939   MT  0.99963441   +0 23 03.0
 JD2836
 JD2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2836!SPC MO C     -   0.99997662  x   0.99993446  =   0.99991108
 JD2836!UTM  15      -   0.99997662  x   0.99963441  =   0.99961104
 JD2836
 JD2836                          SUPERSEDED SURVEY CONTROL
 JD2836
 JD2836  NAD 83(1986)-  38 59 54.78464(N)    092 23 22.43778(W) AD(       ) 1
 JD2836  NGVD 29 (09/27/93)  181.8    (m)          596.     (f) GPS OBS        
 JD2836
 JD2836.Superseded values are not recommended for survey control.
 JD2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2836.See file dsdata.txt to determine how the superseded data were derived.
 JD2836
 JD2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5286016793(NAD 83)
 JD2836_MARKER: DD = SURVEY DISK
 JD2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2836_SP_SET: CONCRETE POST
 JD2836_STAMPING: BO-08 1992
 JD2836_MARK LOGO: MODNR 
 JD2836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2836+STABILITY: SURFACE MOTION
 JD2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2836+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2836
 JD2836  HISTORY     - Date     Condition        Report By
 JD2836  HISTORY     - 1992     MONUMENTED       MODNR
 JD2836
 JD2836                          STATION DESCRIPTION
 JD2836
 JD2836'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2836'DATE OF REPORT 11-30-1992
 JD2836'STATION BO-08
 JD2836'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2836'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-08 1992--
 JD2836'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2836'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-08U 1992--SET IN A MASS OF
 JD2836'CONCRETE.  THE STATION IS LOCATED 2.90 MI (4.67 KM) NORTHEAST OF THE
 JD2836'I-70 AND U.S. HWY. 40 INTERSECTION, 3.10 MI (4.99 KM) NORTH OF
 JD2836'COLUMBIA MO, 39.0 FT (11.9 M) NORTHEAST OF THE CENTERLINE OF MO.
 JD2836'RTE. E, 17.0 FT (5.2 M) NORTHEAST OF A NAIL AND SHINER IN A STOP
 JD2836'SIGN, 78.9 FT (24.0 M) WEST OF A FLOOD AREA SIGN, 16.3 FT (5.0 M)
 JD2836'NORTHWEST OF THE CENTERLINE OF WILCOX ROAD, AND 200 FT (61.0 M) WEST
 JD2836'OF A BRIDGE.
 JD2836'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-08A
 JD2836'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS LOCATED 3.0 MI
 JD2836'(4.8 KM) NORTHEAST OF THE I-70 AND U.S. HWY. 40 INTERSECTION, 3.20 MI
 JD2836'(5.15 KM) NORTH OF COLUMBIA MO IN SECTION 28, T49N, R13W, 100 FT
 JD2836'(30.5 M) EAST OF A FIELD ENTRANCE, 36.0 FT (11.0 M) EAST OF A NAIL
 JD2836'AND SHINER IN A CURVE SIGN, 44.9 FT (13.7 M) WEST OF THE END OF A
 JD2836'BRIDGE, 13.7 FT (4.2 M) NORTH OF THE CENTERLINE OF MO. RTE. E ON A
 JD2836'STEEP BANK.
 JD2836'STATION AND AZIMUTH MARK TO REACH
 JD2836'TO REACH THE STATION FROM THE INTERSECTION OF I-70, MO. HIGHWAY 740
 JD2836'AND MO. ROUTE E, GO NORTH ON MO. ROUTE E 2.7 MI (4.3 KM) TO WILCOX
 JD2836'ROAD AND THE STATION IN THE NORTHEAST ANGLE AS DESCRIBED.
 JD2836'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON MO.
 JD2836'ROUTE E .25 MI (0.40 KM) TO THE AZIMUTH MARK ON THE RIGHT AS
 JD2836'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2837 ***********************************************************************
 JD2837  DESIGNATION -  BO 09
 JD2837  PID         -  JD2837
 JD2837  STATE/COUNTY-  MO/BOONE
 JD2837  USGS QUAD   -  HUNTSDALE (1985)
 JD2837
 JD2837                         *CURRENT SURVEY CONTROL
 JD2837  ___________________________________________________________________
 JD2837* NAD 83(1997)-  38 58 20.38760(N)    092 25 53.16326(W)     ADJUSTED  
 JD2837* NAVD 88     -       193.2    (meters)     634.     (feet)  VERTCON   
 JD2837  ___________________________________________________________________
 JD2837  X           -    -210,650.469 (meters)                     COMP
 JD2837  Y           -  -4,960,914.289 (meters)                     COMP
 JD2837  Z           -   3,990,030.187 (meters)                     COMP
 JD2837  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 JD2837  ELLIP HEIGHT-         160.38  (meters)          (02/17/00) GPS OBS
 JD2837  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JD2837
 JD2837  HORZ ORDER  -  FIRST
 JD2837  ELLP ORDER  -  FOURTH    CLASS I
 JD2837
 JD2837.The horizontal coordinates were established by GPS observations
 JD2837.and adjusted by the National Geodetic Survey in February 2000..
 JD2837
 JD2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2837
 JD2837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2837
 JD2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2837
 JD2837.The ellipsoidal height was determined by GPS observations
 JD2837.and is referenced to NAD 83.
 JD2837
 JD2837.The geoid height was determined by GEOID03.
 JD2837
 JD2837;                    North         East     Units Scale Factor Converg.
 JD2837;SPC MO C     -   348,361.431   505,941.522   MT  0.99993377   +0 02 35.2
 JD2837;UTM  15      - 4,313,859.709   549,252.447   MT  0.99962987   +0 21 27.4
 JD2837
 JD2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2837!SPC MO C     -   0.99997484  x   0.99993377  =   0.99990861
 JD2837!UTM  15      -   0.99997484  x   0.99962987  =   0.99960472
 JD2837
 JD2837                          SUPERSEDED SURVEY CONTROL
 JD2837
 JD2837  NAD 83(1986)-  38 58 20.39612(N)    092 25 53.16751(W) AD(       ) 1
 JD2837  NGVD 29 (09/27/93)  193.1    (m)          634.     (f) GPS OBS        
 JD2837
 JD2837.Superseded values are not recommended for survey control.
 JD2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2837.See file dsdata.txt to determine how the superseded data were derived.
 JD2837
 JD2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4925213860(NAD 83)
 JD2837_MARKER: DD = SURVEY DISK
 JD2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2837_SP_SET: CONCRETE POST
 JD2837_STAMPING: BO-09 1992
 JD2837_MARK LOGO: MODNR 
 JD2837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2837+STABILITY: SURFACE MOTION
 JD2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2837+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2837
 JD2837  HISTORY     - Date     Condition        Report By
 JD2837  HISTORY     - 1992     MONUMENTED       MODNR
 JD2837
 JD2837                          STATION DESCRIPTION
 JD2837
 JD2837'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2837'DATE OF REPORT 11-30-1992
 JD2837'STATION BO-09
 JD2837'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2837'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-09 1992--
 JD2837'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2837'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-09U 1992--SET IN A MASS OF
 JD2837'CONCRETE.  THE STATION IS LOCATED IN THE Y INTERSECTION OF U.S. 40,
 JD2837'MO. 240 AND THE I-70 OFF RAMPS, 3 MI (4.8 KM) NORTHWEST OF COLUMBIA
 JD2837'MO, 27.4 FT (8.4 M) NORTHEAST OF THE CENTERLINE OF U.S. 40, MO.
 JD2837'240, 96.3 FT (29.4 M) SOUTHEAST OF A KEEP RIGHT SIGN, 14.0 FT
 JD2837'(4.3 M) SOUTH OF THE SOUTH CORNER OF A DRAIN INLET, 19.4 FT (5.9 M)
 JD2837'NORTHWEST OF A NAIL AND SHINER IN A STOP SIGN, 15.5 FT (4.7 M) WEST OF
 JD2837'THE EDGE OF PAVEMENT.
 JD2837'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-09A
 JD2837'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS .50 MI (0.80 KM)
 JD2837'EAST OF THE I-70 AND U.S. HWY. 40 INTERSECTION IN SECTION 7, T48N,
 JD2837'R13W, 3 MI (4.8 KM) NORTHWEST OF COLUMBIA MO, 63.0 FT (19.2 M) EAST
 JD2837'OF THE EXTENDED CENTERLINE OF SHOTTE LANE, 13.0 FT (4.0 M) SOUTHEAST
 JD2837'OF A NAIL AND SHINER IN A DEAD END SIGN, 30.3 FT (9.2 M) SOUTH OF THE
 JD2837'CENTERLINE OF CUNNINGHAM DRIVE, 24.3 FT (7.4 M) NORTHWEST OF THE
 JD2837'NORTH LEG OF THE EXIT 121 (FAYETTE) SIGN, 42.2 FT (12.9 M) NORTH OF
 JD2837'THE NORTH EDGE OF PAVEMENT OF WESTBOUND I-70, AND 19.5 FT (5.9 M)
 JD2837'SOUTH OF THE EDGE OF PAVEMENT OF CUNNINGHAM DRIVE.
 JD2837'STATION AND AZIMUTH MARK TO REACH
 JD2837'TO REACH THE STATION FROM THE INTERSECTION OF I-70, U.S. ROUTE 40 AND
 JD2837'MISSOURI ROUTE 240, THE STATION IS IN THE NORTHEAST ANGLE OF THE
 JD2837'INTERSECTION BETWEEN THE U.S. 40 AND MO. ROUTE 240 WESTBOUND EXIT
 JD2837'RAMP AND THE OVERPASS AS DESCRIBED.
 JD2837'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH AND WEST ON
 JD2837'U.S. 40 AND MO. ROUTE 240 .15 MI (0.24 KM) TO CUNNINGHAM DRIVE. TURN
 JD2837'RIGHT AND GO SOUTH AND EAST ON CUNNINGHAM DRIVE .45 MI (0.72 KM) TO
 JD2837'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2838 ***********************************************************************
 JD2838  DESIGNATION -  BO 10
 JD2838  PID         -  JD2838
 JD2838  STATE/COUNTY-  MO/BOONE
 JD2838  USGS QUAD   -  HUNTSDALE (1985)
 JD2838
 JD2838                         *CURRENT SURVEY CONTROL
 JD2838  ___________________________________________________________________
 JD2838* NAD 83(1997)-  38 58 15.89666(N)    092 24 02.90938(W)     ADJUSTED  
 JD2838* NAVD 88     -       207.8    (meters)     682.     (feet)  VERTCON   
 JD2838  ___________________________________________________________________
 JD2838  X           -    -208,002.829 (meters)                     COMP
 JD2838  Y           -  -4,961,124.624 (meters)                     COMP
 JD2838  Z           -   3,989,931.760 (meters)                     COMP
 JD2838  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 JD2838  ELLIP HEIGHT-         175.08  (meters)          (02/17/00) GPS OBS
 JD2838  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JD2838
 JD2838  HORZ ORDER  -  FIRST
 JD2838  ELLP ORDER  -  FOURTH    CLASS I
 JD2838
 JD2838.The horizontal coordinates were established by GPS observations
 JD2838.and adjusted by the National Geodetic Survey in February 2000..
 JD2838
 JD2838.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2838
 JD2838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2838
 JD2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2838
 JD2838.The ellipsoidal height was determined by GPS observations
 JD2838.and is referenced to NAD 83.
 JD2838
 JD2838.The geoid height was determined by GEOID03.
 JD2838
 JD2838;                    North         East     Units Scale Factor Converg.
 JD2838;SPC MO C     -   348,225.394   508,595.557   MT  0.99993424   +0 03 44.6
 JD2838;UTM  15      - 4,313,738.279   551,906.385   MT  0.99963318   +0 22 36.7
 JD2838
 JD2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2838!SPC MO C     -   0.99997253  x   0.99993424  =   0.99990677
 JD2838!UTM  15      -   0.99997253  x   0.99963318  =   0.99960572
 JD2838
 JD2838                          SUPERSEDED SURVEY CONTROL
 JD2838
 JD2838  NAD 83(1986)-  38 58 15.90512(N)    092 24 02.91368(W) AD(       ) 1
 JD2838  NGVD 29 (09/27/93)  207.8    (m)          682.     (f) GPS OBS        
 JD2838
 JD2838.Superseded values are not recommended for survey control.
 JD2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2838.See file dsdata.txt to determine how the superseded data were derived.
 JD2838
 JD2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5190613738(NAD 83)
 JD2838_MARKER: DD = SURVEY DISK
 JD2838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2838_SP_SET: CONCRETE POST
 JD2838_STAMPING: BO-10 1992
 JD2838_MARK LOGO: MODNR 
 JD2838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2838+STABILITY: SURFACE MOTION
 JD2838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2838+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2838
 JD2838  HISTORY     - Date     Condition        Report By
 JD2838  HISTORY     - 1992     MONUMENTED       MODNR
 JD2838
 JD2838                          STATION DESCRIPTION
 JD2838
 JD2838'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2838'DATE OF REPORT 11-30-1992
 JD2838'STATION BO-10
 JD2838'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2838'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-10 1992--
 JD2838'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2838'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-10U 1992--SET IN A MASS OF
 JD2838'CONCRETE.  THE STATION IS 1.75 MI (2.82 KM) EAST OF THE I-70 AND U.S.
 JD2838'HWY. 40 INTERSECTION, 2.0 MI (3.2 KM) NORTHWEST OF COLUMBIA MO, 22.8
 JD2838'FT (6.9 M) SOUTH OF THE CENTERLINE OF I-70 DRIVE NW, SOUTH OF
 JD2838'CHAPMANS CLASSIC MARBLE CO., 41.7 FT (12.7 M) WEST OF THE EXTENDED
 JD2838'CENTERLINE OF CHAPMANS CLASSIC MARBLE CO. DRIVEWAY, 13.0 FT (4.0 M)
 JD2838'SOUTH OF THE PAVEMENT EDGE, ALONG A STEEP ROCK CUT, NORTH OF WESTBOUND
 JD2838'I-70.
 JD2838'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-10A
 JD2838'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 2.05 MI (3.30 KM)
 JD2838'EAST OF THE I-70 AND U.S. HWY. 40 INTERSECTION, 2.0 MI (3.2 KM)
 JD2838'NORTHWEST OF COLUMBIA MO, IN SECTION 4, T48N, R13W, 26.5 FT (8.1 M)
 JD2838'SOUTH OF THE CENTERLINE OF I-70 DRIVE N.W. , 41.3 FT (12.6 M) NORTH
 JD2838'OF WESTBOUND I-70, 21.0 FT (6.4 M) EAST OF THE EXTENDED CENTERLINE
 JD2838'OF DRIVEWAY OF EMERY SAPP AND SONS COLUMBIA READY MIX, 15.4 FT
 JD2838'(4.7 M) SOUTH OF THE PAVEMENT EDGE.
 JD2838'STATION AND AZIMUTH MARK TO REACH
 JD2838'TO REACH THE STATION FROM THE INTERSECTION OF I-70, U.S. HIGHWAY 40
 JD2838'AND MO. ROUTE E, GO NORTH ON MO. ROUTE E .15 MI (0.24 KM) TO I-70
 JD2838'DRIVE N.W. (NORTH OUTER ROAD).  TURN LEFT AND GO WEST ON I-70 DRIVE
 JD2838'N.W. 1.75 MI (2.82 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 JD2838'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN EAST ON I-70 DRIVE
 JD2838'NORTHWEST .35 MI (0.56 KM) OF THE AZIMUTH MARK ON THE RIGHT AS
 JD2838'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2839 ***********************************************************************
 JD2839  DESIGNATION -  BO 11
 JD2839  PID         -  JD2839
 JD2839  STATE/COUNTY-  MO/BOONE
 JD2839  USGS QUAD   -  COLUMBIA (1981)
 JD2839
 JD2839                         *CURRENT SURVEY CONTROL
 JD2839  ___________________________________________________________________
 JD2839* NAD 83(1997)-  38 57 50.91287(N)    092 19 29.89701(W)     ADJUSTED  
 JD2839* NAVD 88     -       227.0    (meters)     745.     (feet)  VERTCON   
 JD2839  ___________________________________________________________________
 JD2839  X           -    -201,456.361 (meters)                     COMP
 JD2839  Y           -  -4,961,894.666 (meters)                     COMP
 JD2839  Z           -   3,989,344.826 (meters)                     COMP
 JD2839  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 JD2839  ELLIP HEIGHT-         194.32  (meters)          (02/17/00) GPS OBS
 JD2839  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2839
 JD2839  HORZ ORDER  -  FIRST
 JD2839  ELLP ORDER  -  FOURTH    CLASS I
 JD2839
 JD2839.The horizontal coordinates were established by GPS observations
 JD2839.and adjusted by the National Geodetic Survey in February 2000..
 JD2839
 JD2839.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2839
 JD2839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2839
 JD2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2839
 JD2839.The ellipsoidal height was determined by GPS observations
 JD2839.and is referenced to NAD 83.
 JD2839
 JD2839.The geoid height was determined by GEOID03.
 JD2839
 JD2839;                    North         East     Units Scale Factor Converg.
 JD2839;SPC MO C     -   347,464.899   515,168.742   MT  0.99993617   +0 06 36.2
 JD2839;UTM  15      - 4,313,014.085   558,481.688   MT  0.99964211   +0 25 28.2
 JD2839
 JD2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2839!SPC MO C     -   0.99996951  x   0.99993617  =   0.99990568
 JD2839!UTM  15      -   0.99996951  x   0.99964211  =   0.99961163
 JD2839
 JD2839                          SUPERSEDED SURVEY CONTROL
 JD2839
 JD2839  NAD 83(1986)-  38 57 50.92140(N)    092 19 29.90160(W) AD(       ) 1
 JD2839  NGVD 29 (09/27/93)  227.0    (m)          745.     (f) GPS OBS        
 JD2839
 JD2839.Superseded values are not recommended for survey control.
 JD2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2839.See file dsdata.txt to determine how the superseded data were derived.
 JD2839
 JD2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5848213014(NAD 83)
 JD2839_MARKER: DD = SURVEY DISK
 JD2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2839_SP_SET: CONCRETE POST
 JD2839_STAMPING: BO-11 1992
 JD2839_MARK LOGO: MODNR 
 JD2839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2839+STABILITY: SURFACE MOTION
 JD2839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2839+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 JD2839
 JD2839  HISTORY     - Date     Condition        Report By
 JD2839  HISTORY     - 1992     MONUMENTED       MODNR
 JD2839  HISTORY     - 20050726 GOOD             GEOCAC
 JD2839
 JD2839                          STATION DESCRIPTION
 JD2839
 JD2839'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2839'DATE OF REPORT 11-30-1992
 JD2839'STATION BO-11
 JD2839'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2839'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-11 1992--S
 JD2839'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2839'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-11U 1992--SET IN A MASS OF
 JD2839'CONCRETE.  THE STATION IS LOCATED IN THE NORTHWEST MEDIAN OF
 JD2839'WESTBOUND BUSINESS I-70 AND SOUTHBOUND MO. RTE. 763 (RANGE LINE ROAD)
 JD2839', 0.3 MI (0.5 KM) SOUTH OF THE MO. RTE. 763 AND I-70, U.S. RTE. 63,
 JD2839'U.S. RTE. 40 INTERSECTION, 0.8 MI (1.3 KM) EAST OF FISHEL HOSPITAL,
 JD2839'19.2 FT (5.9 M) NORTH OF THE CENTERLINE OF WESTBOUND BUSINESS I-70,
 JD2839'50.8 FT (15.5 M) EAST OF A NAIL AND SHINER IN A POWER POLE, 21.5 FT
 JD2839'(6.6 M) SOUTH OF A MANHOLE, 32.4 FT (9.9 M) SOUTHWEST OF THE
 JD2839'SOUTHWEST CORNER OF A CONCRETE BASE, AND 32.0 FT (9.8 M) WEST OF THE
 JD2839'EXTENDED EDGE OF SOUTHBOUND MO. RTE. 763 (RANGE LINE ROAD).
 JD2839'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-11A
 JD2839'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS LOCATED .50 MI
 JD2839'(0.80 KM) SOUTHEAST OF THE I-70 AND U.S. HWY. 40 INTERSECTION, IN
 JD2839'COLUMBIA MO IN SECTION 7, T48N, R12W, 33.2 FT (10.1 M) NORTHEAST OF
 JD2839'A BOARD FENCE CORNER POST, 22.0 FT (6.7 M) EAST OF THE CENTERLINE OF
 JD2839'AN ABANDONED DRIVE, 18.1 FT (5.5 M) SOUTH OF THE EDGE OF PAVEMENT OF
 JD2839'EASTBOUND MO. RTE. I-70, 40.0 FT (12.2 M) WEST OF A NAIL AND SHINER
 JD2839'IN A UTILITY POLE WITH LIGHT, 77.3 FT (23.6 M) WEST OF THE
 JD2839'CENTERLINE OF THE ENTRANCE TO A PARKING LOT OF COLUMBIA UTILITIES,
 JD2839'AND 2.5 FT (0.8 M) SOUTH OF THE BACK OF A CURB.
 JD2839'STATION AND AZIMUTH MARK TO REACH
 JD2839'TO REACH THE STATION FROM THE HIGHWAY 763 OVERPASS OF I-70, U.S.
 JD2839'ROUTES 40 AND 63, GO SOUTH ON MO. HIGHWAY 763 FOR .35 MI (0.56 KM) TO
 JD2839'BUSINESS LOOP I-70.  THE STATION IS IN THE NORTHWEST ANGLE OF
 JD2839'INTERSECTION OF MO. ROUTE 763 AND BUSINESS LOOP I-70 IN THE SOUTHEAST
 JD2839'CORNER OF ARBYS PARKING LOT.
 JD2839'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON BUSINESS LOOP
 JD2839'I-70 FOR .4 MI (0.6 KM) TO THE AZIMUTH MARK ON THE RIGHT AS
 JD2839'DESCRIBED.
 JD2839
 JD2839                          STATION RECOVERY (2005)
 JD2839
 JD2839'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD2839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2840 ***********************************************************************
 JD2840  DESIGNATION -  BO 12
 JD2840  PID         -  JD2840
 JD2840  STATE/COUNTY-  MO/BOONE
 JD2840  USGS QUAD   -  MILLERSBURG (1982)
 JD2840
 JD2840                         *CURRENT SURVEY CONTROL
 JD2840  ___________________________________________________________________
 JD2840* NAD 83(1997)-  38 57 35.08839(N)    092 14 39.38687(W)     ADJUSTED  
 JD2840* NAVD 88     -       253.9    (meters)     833.     (feet)  VERTCON   
 JD2840  ___________________________________________________________________
 JD2840  X           -    -194,480.505 (meters)                     COMP
 JD2840  Y           -  -4,962,501.060 (meters)                     COMP
 JD2840  Z           -   3,988,982.332 (meters)                     COMP
 JD2840  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 JD2840  ELLIP HEIGHT-         221.29  (meters)          (02/17/00) GPS OBS
 JD2840  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD2840
 JD2840  HORZ ORDER  -  FIRST
 JD2840  ELLP ORDER  -  FOURTH    CLASS I
 JD2840
 JD2840.The horizontal coordinates were established by GPS observations
 JD2840.and adjusted by the National Geodetic Survey in February 2000..
 JD2840
 JD2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2840
 JD2840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2840
 JD2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2840
 JD2840.The ellipsoidal height was determined by GPS observations
 JD2840.and is referenced to NAD 83.
 JD2840
 JD2840.The geoid height was determined by GEOID03.
 JD2840
 JD2840;                    North         East     Units Scale Factor Converg.
 JD2840;SPC MO C     -   346,993.476   522,163.697   MT  0.99993938   +0 09 38.9
 JD2840;UTM  15      - 4,312,581.180   565,477.093   MT  0.99965279   +0 28 30.7
 JD2840
 JD2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2840!SPC MO C     -   0.99996528  x   0.99993938  =   0.99990466
 JD2840!UTM  15      -   0.99996528  x   0.99965279  =   0.99961808
 JD2840
 JD2840                          SUPERSEDED SURVEY CONTROL
 JD2840
 JD2840  NAD 83(1986)-  38 57 35.09724(N)    092 14 39.39131(W) AD(       ) 1
 JD2840  NGVD 29 (09/27/93)  253.9    (m)          833.     (f) GPS OBS        
 JD2840
 JD2840.Superseded values are not recommended for survey control.
 JD2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2840.See file dsdata.txt to determine how the superseded data were derived.
 JD2840
 JD2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6547712581(NAD 83)
 JD2840_MARKER: DD = SURVEY DISK
 JD2840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2840_SP_SET: CONCRETE POST
 JD2840_STAMPING: BO-12 1992
 JD2840_MARK LOGO: MODNR 
 JD2840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2840+STABILITY: SURFACE MOTION
 JD2840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2840+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2840
 JD2840  HISTORY     - Date     Condition        Report By
 JD2840  HISTORY     - 1992     MONUMENTED       MODNR
 JD2840
 JD2840                          STATION DESCRIPTION
 JD2840
 JD2840'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2840'DATE OF REPORT 11-30-1992
 JD2840'STATION BO-12
 JD2840'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2840'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-12 1992--
 JD2840'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2840'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-12U 1992--SET IN A MASS OF
 JD2840'CONCRETE.  THE STATION IS 2.0 MI (3.2 KM) WEST OF THE I-70 AND MO.
 JD2840'HWY. Z INTERSECTION, 8.0 FT (2.4 M) NORTH OF THE EDGE OF PAVEMENT OF
 JD2840'SOUTH OUTER ROAD, 54.9 FT (16.7 M) SOUTH OF THE SOUTH EDGE OF
 JD2840'EASTBOUND I-70, 27.0 FT (8.2 M) WEST OF THE EXTENDED CENTERLINE OF
 JD2840'AN EMERGENCY CROSS OVER, 108.3 FT (33.0 M) NORTHWEST OF A NAIL AND
 JD2840'SHINER IN A UTILITY POLE, 17.3 FT (5.3 M) NORTH OF THE CENTERLINE OF
 JD2840'THE SOUTH OUTER ROAD, 58.6 FT (17.9 M) NORTHEAST OF A NAIL AND
 JD2840'SHINER IN A UTILITY POLE.
 JD2840'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-12A
 JD2840'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 1.5 MI (2.4 KM)
 JD2840'WEST OF THE I-70 AND MO. HWY. Z INTERSECTION IN SECTION 11, T48N,
 JD2840'R12W, 17.0 FT (5.2 M) SOUTH OF THE CENTERLINE OF THE SOUTH OUTER
 JD2840'ROAD, 118 FT (36.0 M) WEST OF EASTER LANE, 16.2 FT (4.9 M) NORTH OF
 JD2840'THE CENTER OF AN OLD WELL, 29.6 FT (9.0 M) NORTHEAST OF A NAIL AND
 JD2840'SHINER IN A UTILITY POLE WITH LIGHT, 49.0 FT (14.9 M) EAST OF THE
 JD2840'CENTERLINE OF A DRIVEWAY, AND 24.8 FT (7.6 M) EAST OF A MAILBOX.
 JD2840'STATION AND AZIMUTH MARK TO REACH
 JD2840'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 63 AND I-70,
 JD2840'GO EAST ON I-70 2.0 MI (3.2 KM) TO EXIT 131.  EXIT AND GO SOUTH ON
 JD2840'OVERPASS 0.10 MI (0.16 KM) TO THE SOUTH OUTER ROAD.  TURN LEFT AND GO
 JD2840'EAST ON SOUTH OUTER ROAD 0.60 MI (0.97 KM) TO THE STATION ON THE LEFT
 JD2840'AS DESCRIBED.
 JD2840'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON SOUTH
 JD2840'OUTER ROAD FOR 0.60 MI (0.97 KM) TO THE STATION ON THE LEFT AS
 JD2840'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2841 ***********************************************************************
 JD2841  DESIGNATION -  BO 13
 JD2841  PID         -  JD2841
 JD2841  STATE/COUNTY-  MO/BOONE
 JD2841  USGS QUAD   -  MILLERSBURG (1982)
 JD2841
 JD2841                         *CURRENT SURVEY CONTROL
 JD2841  ___________________________________________________________________
 JD2841* NAD 83(1997)-  38 55 45.36425(N)    092 14 50.69781(W)     ADJUSTED  
 JD2841* NAVD 88     -       253.5    (meters)     832.     (feet)  VERTCON   
 JD2841  ___________________________________________________________________
 JD2841  X           -    -194,836.028 (meters)                     COMP
 JD2841  Y           -  -4,964,615.351 (meters)                     COMP
 JD2841  Z           -   3,986,350.389 (meters)                     COMP
 JD2841  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 JD2841  ELLIP HEIGHT-         220.91  (meters)          (02/17/00) GPS OBS
 JD2841  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD2841
 JD2841  HORZ ORDER  -  FIRST
 JD2841  ELLP ORDER  -  FOURTH    CLASS I
 JD2841
 JD2841.The horizontal coordinates were established by GPS observations
 JD2841.and adjusted by the National Geodetic Survey in February 2000..
 JD2841
 JD2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2841
 JD2841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2841
 JD2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2841
 JD2841.The ellipsoidal height was determined by GPS observations
 JD2841.and is referenced to NAD 83.
 JD2841
 JD2841.The geoid height was determined by GEOID03.
 JD2841
 JD2841;                    North         East     Units Scale Factor Converg.
 JD2841;SPC MO C     -   343,609.334   521,900.762   MT  0.99993924   +0 09 31.4
 JD2841;UTM  15      - 4,309,196.618   565,232.795   MT  0.99965240   +0 28 22.5
 JD2841
 JD2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2841!SPC MO C     -   0.99996534  x   0.99993924  =   0.99990458
 JD2841!UTM  15      -   0.99996534  x   0.99965240  =   0.99961775
 JD2841
 JD2841                          SUPERSEDED SURVEY CONTROL
 JD2841
 JD2841  NAD 83(1986)-  38 55 45.37305(N)    092 14 50.70222(W) AD(       ) 1
 JD2841  NGVD 29 (09/27/93)  253.5    (m)          832.     (f) GPS OBS        
 JD2841
 JD2841.Superseded values are not recommended for survey control.
 JD2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2841.See file dsdata.txt to determine how the superseded data were derived.
 JD2841
 JD2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6523309197(NAD 83)
 JD2841_MARKER: DD = SURVEY DISK
 JD2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2841_SP_SET: CONCRETE POST
 JD2841_STAMPING: BO-13 1992
 JD2841_MARK LOGO: MODNR 
 JD2841_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2841+STABILITY: SURFACE MOTION
 JD2841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2841+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2841
 JD2841  HISTORY     - Date     Condition        Report By
 JD2841  HISTORY     - 1992     MONUMENTED       MODNR
 JD2841
 JD2841                          STATION DESCRIPTION
 JD2841
 JD2841'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2841'DATE OF REPORT 11-30-1992
 JD2841'STATION BO-13
 JD2841'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2841'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-13 1992--
 JD2841'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2841'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-13U 1992--SET IN A MASS OF
 JD2841'CONCRETE.  THE STATION IS 3.20 MI (5.15 KM) SOUTHWEST OF THE I-70 AND
 JD2841'MO. HWY. Z INTERSECTION, 50.91 FT (15.52 M) SOUTHEAST OF A NAIL AND
 JD2841'SHINER IN A GATE POST, 27.75 FT (8.46 M) SOUTH OF A NAIL AND SHINER
 JD2841'IN A TELEPHONE POLE, 8.7 FT (2.7 M) NORTHWEST OF A STEEL FENCE POST,
 JD2841'16.7 FT (5.1 M) EAST OF THE CENTERLINE OF EUTSY LANE, 2.3 FT
 JD2841'(0.7 M) WEST OF THE FENCE, AND 2.5 FT (0.8 M) WEST OF A WITNESS
 JD2841'POST.
 JD2841'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-13A
 JD2841'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 3.20 MI (5.15 KM)
 JD2841'SOUTHWEST OF THE I-70 AND MO. HWY. Z INTERSECTION IN SECTION 23, T48N,
 JD2841'R12W, 5.5 FT (1.7 M) SOUTH OF A BOARD FENCE, 79.75 FT (24.31 M) WEST
 JD2841'OF A NAIL AND SHINER IN A UTILITY POLE, 10.0 FT (3.0 M) NORTHWEST OF
 JD2841'MAILBOX 93, 25.2 FT (7.7 M) NORTH OF THE CENTERLINE OF MO. RTE. WW,
 JD2841'44.4 FT (13.5 M) SOUTHEAST OF THE CORNER OF THE BOARD FENCE, AND 5.3
 JD2841'FT (1.6 M) SOUTH OF A WITNESS POST.
 JD2841'STATION AND AZIMUTH MARK TO REACH
 JD2841'TO REACH THE STATION FROM THE INTERSECTION OF I-70 AND U.S. HWY. 63,
 JD2841'GO SOUTH ON U.S. HWY. 63 1.10 MI (1.77 KM) TO MO. ROUTE WW. TURN LEFT
 JD2841'AND GO EAST AND SOUTH ON WW 3.05 MI (4.91 KM) TO EUTSY LANE. TURN
 JD2841'LEFT AND GO NORTH ON EUTSY LANE .20 MI (0.32 KM) TO THE STATION ON
 JD2841'THE RIGHT AS DESCRIBED
 JD2841'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN SOUTH ON EUTSY LANE
 JD2841'.20 MI (0.32 KM) TO MO. ROUTE WW.  TURN LEFT AND GO EAST ON WW .10 MI
 JD2841'(0.16 KM) TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2842 ***********************************************************************
 JD2842  DESIGNATION -  BO 14
 JD2842  PID         -  JD2842
 JD2842  STATE/COUNTY-  MO/BOONE
 JD2842  USGS QUAD   -  COLUMBIA (1981)
 JD2842
 JD2842                         *CURRENT SURVEY CONTROL
 JD2842  ___________________________________________________________________
 JD2842* NAD 83(1997)-  38 55 53.06640(N)    092 17 55.41699(W)     ADJUSTED  
 JD2842* NAVD 88     -       229.1    (meters)     752.     (feet)  VERTCON   
 JD2842  ___________________________________________________________________
 JD2842  X           -    -199,275.229 (meters)                     COMP
 JD2842  Y           -  -4,964,270.716 (meters)                     COMP
 JD2842  Z           -   3,986,519.777 (meters)                     COMP
 JD2842  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 JD2842  ELLIP HEIGHT-         196.43  (meters)          (02/17/00) GPS OBS
 JD2842  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2842
 JD2842  HORZ ORDER  -  FIRST
 JD2842  ELLP ORDER  -  FOURTH    CLASS I
 JD2842
 JD2842.The horizontal coordinates were established by GPS observations
 JD2842.and adjusted by the National Geodetic Survey in February 2000..
 JD2842
 JD2842.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2842
 JD2842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2842
 JD2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2842
 JD2842.The ellipsoidal height was determined by GPS observations
 JD2842.and is referenced to NAD 83.
 JD2842
 JD2842.The geoid height was determined by GEOID03.
 JD2842
 JD2842;                    North         East     Units Scale Factor Converg.
 JD2842;SPC MO C     -   343,835.760   517,451.227   MT  0.99993708   +0 07 35.3
 JD2842;UTM  15      - 4,309,398.581   560,783.373   MT  0.99964549   +0 26 26.5
 JD2842
 JD2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2842!SPC MO C     -   0.99996918  x   0.99993708  =   0.99990626
 JD2842!UTM  15      -   0.99996918  x   0.99964549  =   0.99961468
 JD2842
 JD2842                          SUPERSEDED SURVEY CONTROL
 JD2842
 JD2842  NAD 83(1986)-  38 55 53.07500(N)    092 17 55.42160(W) AD(       ) 1
 JD2842  NGVD 29 (09/27/93)  229.1    (m)          752.     (f) GPS OBS        
 JD2842
 JD2842.Superseded values are not recommended for survey control.
 JD2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2842.See file dsdata.txt to determine how the superseded data were derived.
 JD2842
 JD2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6078309399(NAD 83)
 JD2842_MARKER: DD = SURVEY DISK
 JD2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2842_SP_SET: CONCRETE POST
 JD2842_STAMPING: BO-14 1992
 JD2842_MARK LOGO: MODNR 
 JD2842_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2842+STABILITY: SURFACE MOTION
 JD2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2842+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2842
 JD2842  HISTORY     - Date     Condition        Report By
 JD2842  HISTORY     - 1992     MONUMENTED       MODNR
 JD2842
 JD2842                          STATION DESCRIPTION
 JD2842
 JD2842'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2842'DATE OF REPORT 11-30-1992
 JD2842'STATION BO-14
 JD2842'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2842'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-14 1992--
 JD2842'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2842'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-14U 1992--SET IN A MASS OF
 JD2842'CONCRETE.  THE STATION IS APPROXIMATELY 1100 FT (335.3 M) WEST OF THE
 JD2842'MO. RTE. 740 (STADIUM BLVD.) AND U.S. HWY. 63 INTERSECTION, 2.0 MI
 JD2842'(3.2 KM) EAST OF UNIVERSITY HOSPITAL, 31.9 FT (9.7 M) NORTH OF THE
 JD2842'PAVEMENT EDGE OF EASTBOUND STADIUM BLVD., 22.9 FT (7.0 M) SOUTHWEST
 JD2842'OF THE WEST END OF A CURB, 49.88 FT (15.20 M) W OF A 15 IN CONCRETE
 JD2842'CULVERT, 105.0 FT (32.0 M) WEST OF THE CENTERLINE OF EAST POINTE
 JD2842'DRIVE, 34.45 FT (10.50 M) NORTH OF A RIGHT-OF-WAY MARKER AND WITNESS
 JD2842'POST, AND NORTH OF MFA OIL COMPANY.
 JD2842'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-14A
 JD2842'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 650 FT (198.1 M)
 JD2842'EAST OF THE MO. HWY. 740 AND U.S. HWY. 63 INTERSECTION, 2.5 MI
 JD2842'(4.0 KM) EAST OF UNIVERSITY HOSPITAL IN SECTION 20, T48N, R12W, 42.5
 JD2842'FT (13.0 M) SW OF AN 8 INCH CEDAR TREE, 86.0 FT (26.2 M) NORTH OF
 JD2842'A NORTH CORNER CONCRETE SLAB OF WESTBOUND STADIUM BLVD., 40.0 FT
 JD2842'(12.2 M) EAST OF A NO PARKING SIGN, AND 43.6 FT (13.3 M) SOUTHWEST
 JD2842'OF A WITNESS POST.
 JD2842'STATION AND AZIMUTH MARK TO REACH
 JD2842'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND MO.
 JD2842'HIGHWAY 740, GO WEST ON MO. HIGHWAY 740 .25 MI (0.40 KM) TO THE
 JD2842'STATION ON THE LEFT SIDE OF THE EASTBOUND LANE AS DESCRIBED.
 JD2842'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MO. HIGHWAY 740
 JD2842'.35 MI (0.56 KM) TO CINNAMON HILL DRIVE.  TURN LEFT ONTO CINNAMON
 JD2842'HILL DRIVE AND STOP.  THE AZIMUTH MARK IS ON TOP OF BANK ON THE RIGHT
 JD2842'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2843 ***********************************************************************
 JD2843  DESIGNATION -  BO 15
 JD2843  PID         -  JD2843
 JD2843  STATE/COUNTY-  MO/BOONE
 JD2843  USGS QUAD   -  COLUMBIA (1981)
 JD2843
 JD2843                         *CURRENT SURVEY CONTROL
 JD2843  ___________________________________________________________________
 JD2843* NAD 83(1997)-  38 54 15.09140(N)    092 17 25.75580(W)     ADJUSTED  
 JD2843* NAVD 88     -       243.8    (meters)     800.     (feet)  VERTCON   
 JD2843  ___________________________________________________________________
 JD2843  X           -    -198,637.671 (meters)                     COMP
 JD2843  Y           -  -4,966,207.249 (meters)                     COMP
 JD2843  Z           -   3,984,178.221 (meters)                     COMP
 JD2843  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 JD2843  ELLIP HEIGHT-         211.10  (meters)          (02/17/00) GPS OBS
 JD2843  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2843
 JD2843  HORZ ORDER  -  FIRST
 JD2843  ELLP ORDER  -  FOURTH    CLASS I
 JD2843
 JD2843.The horizontal coordinates were established by GPS observations
 JD2843.and adjusted by the National Geodetic Survey in February 2000..
 JD2843
 JD2843.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2843
 JD2843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2843
 JD2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2843
 JD2843.The ellipsoidal height was determined by GPS observations
 JD2843.and is referenced to NAD 83.
 JD2843
 JD2843.The geoid height was determined by GEOID03.
 JD2843
 JD2843;                    North         East     Units Scale Factor Converg.
 JD2843;SPC MO C     -   340,816.292   518,172.543   MT  0.99993740   +0 07 53.7
 JD2843;UTM  15      - 4,306,383.991   561,521.017   MT  0.99964660   +0 26 44.2
 JD2843
 JD2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2843!SPC MO C     -   0.99996688  x   0.99993740  =   0.99990428
 JD2843!UTM  15      -   0.99996688  x   0.99964660  =   0.99961349
 JD2843
 JD2843                          SUPERSEDED SURVEY CONTROL
 JD2843
 JD2843  NAD 83(1986)-  38 54 15.10010(N)    092 17 25.76015(W) AD(       ) 1
 JD2843  NGVD 29 (09/27/93)  243.7    (m)          800.     (f) GPS OBS        
 JD2843
 JD2843.Superseded values are not recommended for survey control.
 JD2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2843.See file dsdata.txt to determine how the superseded data were derived.
 JD2843
 JD2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6152106384(NAD 83)
 JD2843_MARKER: DD = SURVEY DISK
 JD2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2843_SP_SET: CONCRETE POST
 JD2843_STAMPING: BO-15 1992
 JD2843_MARK LOGO: MODNR 
 JD2843_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2843+STABILITY: SURFACE MOTION
 JD2843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2843+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2843
 JD2843  HISTORY     - Date     Condition        Report By
 JD2843  HISTORY     - 1992     MONUMENTED       MODNR
 JD2843
 JD2843                          STATION DESCRIPTION
 JD2843
 JD2843'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2843'DATE OF REPORT 11-30-1992
 JD2843'STATION BO-15
 JD2843'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2843'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-15 1992--
 JD2843'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2843'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-15U 1992--SET IN A MASS OF
 JD2843'CONCRETE.  THE STATION IS 0.6 MI (1.0 KM) SOUTH OF THE U.S. HWY. 63,
 JD2843'OLD HWY. 63 AND NEW HAVEN RD. INTERSECTION, 1.95 MI (3.14 KM) SOUTH
 JD2843'OF THE MO. RTE. 740 AND U.S. HWY. 63 INTERSECTION, 3.35 MI (5.39 KM)
 JD2843'SOUTHEAST OF COLUMBIA MO, 32.5 FT (9.9 M) SOUTHWEST OF PONDEROSA ST.
 JD2843'(WEST OUTER ROAD), 15.9 FT (4.8 M) NORTHWEST OF A STEEL FENCE POST,
 JD2843'9.91 FT (3.02 M) SOUTHWEST OF A NAIL AND SHINER IN A WOODEN FENCE
 JD2843'POST, 16.0 FT (4.9 M) EAST OF A STEEL FENCE POST, 375 FT (114.3 M)
 JD2843'SOUTHEAST OF THE ENTRANCE TO BLUE ACRES MOBILE HOME PARK, AND 11.1 FT
 JD2843'(3.4 M) NORTHEAST OF A WITNESS POST.
 JD2843'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-15A
 JD2843'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS .90 MI (1.45 KM)
 JD2843'SOUTH OF THE U.S. HWY. 63 AND OLD HWY. 63 INTERSECTION, 2.25 MI
 JD2843'(3.62 KM) SOUTH OF THE MO. HWY. 740 AND U.S. HWY. 63 INTERSECTION,
 JD2843'3.65 MI (5.87 KM) SOUTHEAST OF COLUMBIA MO IN SECTION 32, T48N, R12W,
 JD2843'16.7 FT (5.1 M) SOUTHWEST OF PONDEROSA ST. (WEST OUTER RD.), 54.05
 JD2843'FT (16.47 M) NORTHWEST OF A NAIL AND SHINER IN A TELEPHONE POLE,
 JD2843'29.8 FT (9.1 M) NORTHEAST OF A FENCE CORNER, 32.3 FT (9.8 M)
 JD2843'NORTHEAST OF A NAIL AND SHINER IN A FENCE POST, AND 29.7 FT (9.1 M)
 JD2843'NORTHEAST OF A WITNESS POST.
 JD2843'STATION AND AZIMUTH MARK TO REACH
 JD2843'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND OLD
 JD2843'HIGHWAY 63, GO NORTH AND WEST ON OLD 63 FOR .10 MI (0.16 KM) TO MO.
 JD2843'ROUTE AC (NIFONG BLVD.).  TURN LEFT AND GO SOUTH AND WEST ON MO.
 JD2843'ROUTE AC .25 MI (0.40 KM) TO PONDEROSA STREET.  TURN LEFT AND GO
 JD2843'SOUTH AND EAST ON PONDEROSA STREET .45 MI (0.72 KM) TO THE STATION ON
 JD2843'THE RIGHT AS DESCRIBED.
 JD2843'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH AND EAST ON
 JD2843'PONDEROSA .30 MI (0.48 KM) TO THE AZIMUTH MARK ON THE RIGHT AS
 JD2843'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2844 ***********************************************************************
 JD2844  DESIGNATION -  BO 16
 JD2844  PID         -  JD2844
 JD2844  STATE/COUNTY-  MO/BOONE
 JD2844  USGS QUAD   -  ASHLAND (1981)
 JD2844
 JD2844                         *CURRENT SURVEY CONTROL
 JD2844  ___________________________________________________________________
 JD2844* NAD 83(1997)-  38 48 56.87739(N)    092 15 03.61868(W)     ADJUSTED  
 JD2844* NAVD 88     -       245.8    (meters)     806.     (feet)  VERTCON   
 JD2844  ___________________________________________________________________
 JD2844  X           -    -195,457.304 (meters)                     COMP
 JD2844  Y           -  -4,972,496.824 (meters)                     COMP
 JD2844  Z           -   3,976,538.362 (meters)                     COMP
 JD2844  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 JD2844  ELLIP HEIGHT-         213.31  (meters)          (02/17/00) GPS OBS
 JD2844  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD2844
 JD2844  HORZ ORDER  -  FIRST
 JD2844  ELLP ORDER  -  FOURTH    CLASS I
 JD2844
 JD2844.The horizontal coordinates were established by GPS observations
 JD2844.and adjusted by the National Geodetic Survey in February 2000..
 JD2844
 JD2844.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2844
 JD2844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2844
 JD2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2844
 JD2844.The ellipsoidal height was determined by GPS observations
 JD2844.and is referenced to NAD 83.
 JD2844
 JD2844.The geoid height was determined by GEOID03.
 JD2844
 JD2844;                    North         East     Units Scale Factor Converg.
 JD2844;SPC MO C     -   331,012.800   521,623.912   MT  0.99993909   +0 09 21.9
 JD2844;UTM  15      - 4,296,602.371   565,025.001   MT  0.99965207   +0 28 10.2
 JD2844
 JD2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2844!SPC MO C     -   0.99996653  x   0.99993909  =   0.99990562
 JD2844!UTM  15      -   0.99996653  x   0.99965207  =   0.99961861
 JD2844
 JD2844                          SUPERSEDED SURVEY CONTROL
 JD2844
 JD2844  NAD 83(1986)-  38 48 56.88620(N)    092 15 03.62281(W) AD(       ) 1
 JD2844  NGVD 29 (09/27/93)  245.8    (m)          806.     (f) GPS OBS        
 JD2844
 JD2844.Superseded values are not recommended for survey control.
 JD2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2844.See file dsdata.txt to determine how the superseded data were derived.
 JD2844
 JD2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6502596602(NAD 83)
 JD2844_MARKER: DD = SURVEY DISK
 JD2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2844_SP_SET: CONCRETE POST
 JD2844_STAMPING: BO-16 1992
 JD2844_MARK LOGO: MODNR 
 JD2844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2844+STABILITY: SURFACE MOTION
 JD2844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2844+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2844
 JD2844  HISTORY     - Date     Condition        Report By
 JD2844  HISTORY     - 1992     MONUMENTED       MODNR
 JD2844
 JD2844                          STATION DESCRIPTION
 JD2844
 JD2844'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2844'DATE OF REPORT 11-30-1992
 JD2844'STATION BO-16
 JD2844'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2844'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-16 1992--
 JD2844'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2844'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-16U 1992--SET IN A MASS OF
 JD2844'CONCRETE.  THE STATION IS 2.90 MI (4.67 KM) NORTH OF ASHLAND MO AND
 JD2844'THE U.S. ROUTE 63 AND MO. ROUTE Y INTERSECTION, 62.3 FT (19.0 M) EAST
 JD2844'OF THE EAST EDGE OF PAVEMENT OF NORTHBOUND HWY. 63, 87.6 FT (26.7 M)
 JD2844'SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE, 15.7 FT (4.8 M) WEST
 JD2844'OF THE CENTERLINE OF HARDWICK LANE (EAST OUTER RD.), 73.0 FT
 JD2844'(22.3 M) NORTHWEST OF A NAIL AND SHINER IN A GATE POST AND WITNESS
 JD2844'POST, 90.0 FT (27.4 M) NORTHEAST OF A 30 INCH CULVERT.
 JD2844'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-16A
 JD2844'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 3.20 MI (5.15 KM)
 JD2844'NORTH OF ASHLAND MO AND THE MO. ROUTE Y AND U.S. ROUTE 63
 JD2844'INTERSECTION, 71.5 FT (21.8 M) SOUTHEAST OF A GUARDRAIL LOCATED ON
 JD2844'THE WEST SIDE OF HARDWICK LANE (EAST OUTER RD.), 27.0 FT (8.2 M) EAST
 JD2844'OF THE CENTERLINE OF HARDWICK LANE (EAST OUTER RD.), 155 FT (47.2 M)
 JD2844'NORTH OF A DRIVEWAY, 44.0 FT (13.4 M) NORTHWEST OF A NAIL AND SHINER
 JD2844'IN A POWER POLE, AND 32.4 FT (9.9 M) WEST OF A WITNESS POST IN A
 JD2844'NORTH-SOUTH FENCE LINE.
 JD2844'STATION AND AZIMUTH MARK TO REACH
 JD2844'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND MO.
 JD2844'ROUTE Y, GO NORTH ON U.S. HIGHWAY 63 FOR 2.60 MI (4.18 KM) TO ANGEL
 JD2844'LANE. TURN RIGHT AND GO EAST ON ANGEL LANE 150 FT (45.7 M) TO
 JD2844'HARDWICK LANE.  TURN LEFT AND GO NORTH ON HARDWICK LANE .40 MI
 JD2844'(0.64 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 JD2844'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON HARDWICK
 JD2844'LANE .40 MI (0.64 KM) TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2845 ***********************************************************************
 JD2845  DESIGNATION -  BO 17
 JD2845  PID         -  JD2845
 JD2845  STATE/COUNTY-  MO/BOONE
 JD2845  USGS QUAD   -  COLUMBIA (1981)
 JD2845
 JD2845                         *CURRENT SURVEY CONTROL
 JD2845  ___________________________________________________________________
 JD2845* NAD 83(1997)-  38 54 18.58813(N)    092 15 31.44941(W)     ADJUSTED  
 JD2845* NAVD 88     -       237.9    (meters)     781.     (feet)  VERTCON   
 JD2845  ___________________________________________________________________
 JD2845  X           -    -195,882.657 (meters)                     COMP
 JD2845  Y           -  -4,966,244.418 (meters)                     COMP
 JD2845  Z           -   3,984,258.518 (meters)                     COMP
 JD2845  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 JD2845  ELLIP HEIGHT-         205.34  (meters)          (02/17/00) GPS OBS
 JD2845  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD2845
 JD2845  HORZ ORDER  -  FIRST
 JD2845  ELLP ORDER  -  FOURTH    CLASS I
 JD2845
 JD2845.The horizontal coordinates were established by GPS observations
 JD2845.and adjusted by the National Geodetic Survey in February 2000..
 JD2845
 JD2845.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2845
 JD2845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2845
 JD2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2845
 JD2845.The ellipsoidal height was determined by GPS observations
 JD2845.and is referenced to NAD 83.
 JD2845
 JD2845.The geoid height was determined by GEOID03.
 JD2845
 JD2845;                    North         East     Units Scale Factor Converg.
 JD2845;SPC MO C     -   340,930.918   520,926.326   MT  0.99993872   +0 09 05.5
 JD2845;UTM  15      - 4,306,513.670   564,273.334   MT  0.99965087   +0 27 56.0
 JD2845
 JD2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2845!SPC MO C     -   0.99996778  x   0.99993872  =   0.99990651
 JD2845!UTM  15      -   0.99996778  x   0.99965087  =   0.99961866
 JD2845
 JD2845                          SUPERSEDED SURVEY CONTROL
 JD2845
 JD2845  NAD 83(1986)-  38 54 18.59690(N)    092 15 31.45373(W) AD(       ) 1
 JD2845  NGVD 29 (09/27/93)  237.9    (m)          781.     (f) GPS OBS        
 JD2845
 JD2845.Superseded values are not recommended for survey control.
 JD2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2845.See file dsdata.txt to determine how the superseded data were derived.
 JD2845
 JD2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6427306514(NAD 83)
 JD2845_MARKER: DD = SURVEY DISK
 JD2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2845_SP_SET: CONCRETE POST
 JD2845_STAMPING: BO-17 1992
 JD2845_MARK LOGO: MODNR 
 JD2845_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2845+STABILITY: SURFACE MOTION
 JD2845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2845+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2845
 JD2845  HISTORY     - Date     Condition        Report By
 JD2845  HISTORY     - 1992     MONUMENTED       MODNR
 JD2845
 JD2845                          STATION DESCRIPTION
 JD2845
 JD2845'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2845'DATE OF REPORT 11-30-1992
 JD2845'STATION BO-17
 JD2845'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2845'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-17 1992--
 JD2845'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2845'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-17U 1992--SET IN A MASS OF
 JD2845'CONCRETE.  THE STATION IS 1.25 MI (2.01 KM) NORTHEAST OF (KOMU) TV
 JD2845'TOWER, EAST OF U.S. RTE. 63, 1.98 MI (3.19 KM) SOUTHEAST OF THE U.S.
 JD2845'HWY. 63 AND OLD HWY. 63 INTERSECTION, 7.74 FT (2.36 M) SOUTHEAST OF A
 JD2845'NAIL AND SHINER IN A FENCE POST, 4.0 FT (1.2 M) SOUTH OF A FENCE
 JD2845'LINE, 7.52 FT (2.29 M) SOUTHWEST OF A NAIL AND SHINER IN A FENCE
 JD2845'POST, 120 FT (36.6 M) WEST OF ROLLING HILLS RD., 27.48 FT (8.38 M)
 JD2845'NORTH OF THE CENTER OF A COTTON PICKER SPINDLE IN THE CENTERLINE OF
 JD2845'SUGAR GROVE ROAD, 90.8 FT (27.7 M) NORTHEAST OF A 24 INCH
 JD2845'CORRUGATED METAL PIPE, AND 4.1 FT (1.2 M) SOUTH OF A WITNESS POST.
 JD2845'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-17A
 JD2845'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 2.40 MI (3.86 KM)
 JD2845'SOUTHEAST OF THE MO. HWY. 740 AND U.S. HWY. 63 INTERSECTION, 4.0 MI
 JD2845'(6.4 KM) SOUTHEAST OF COLUMBIA MO IN SECTION 33, T48N, R12W, 86.8 FT
 JD2845'(26.5 M) SOUTHEAST OF A NAIL AND SHINER IN A FENCE CORNER POST, 23.7
 JD2845'FT (7.2 M) SOUTH OF THE CENTERLINE OF SUGAR GROVE ROAD, 12.6 FT
 JD2845'(3.8 M) WEST OF A NAIL AND SHINER IN A POWER POLE, 12.0 FT (3.7 M)
 JD2845'NORTHEAST OF A NAIL AND SHINER IN A FENCE POST, 11.0 FT (3.4 M) NORTH
 JD2845'OF A WITNESS POST IN FENCE, SOUTH OF BARN 142, AND SOUTHEAST OF
 JD2845'SILAGE PITS.
 JD2845'STATION AND AZIMUTH MARK TO REACH
 JD2845'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND
 JD2845'MO. ROUTE AC AND NEW HAVEN ROAD, GO EAST ON NEW HAVEN ROAD 1.90 MI
 JD2845'(3.06 KM) TO ROLLING HILLS ROAD.  TURN RIGHT AND GO SOUTH ON ROLLING
 JD2845'HILLS ROAD FOR .50 MI (0.80 KM) TO SUGAR GROVE ROAD.  TURN RIGHT AND
 JD2845'GO WEST ON SUGAR GROVE ROAD 120 FT (36.6 M) TO THE STATION ON THE
 JD2845'RIGHT AS DESCRIBED.
 JD2845'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON SUGAR
 JD2845'GROVE ROAD .50 MI (0.80 KM) TO THE AZIMUTH MARK ON THE LEFT AS
 JD2845'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2846 ***********************************************************************
 JD2846  DESIGNATION -  BO 18
 JD2846  PID         -  JD2846
 JD2846  STATE/COUNTY-  MO/BOONE
 JD2846  USGS QUAD   -  ASHLAND (1981)
 JD2846
 JD2846                         *CURRENT SURVEY CONTROL
 JD2846  ___________________________________________________________________
 JD2846* NAD 83(1997)-  38 52 22.60646(N)    092 17 44.98057(W)     ADJUSTED  
 JD2846* NAVD 88     -       245.8    (meters)     806.     (feet)  VERTCON   
 JD2846  ___________________________________________________________________
 JD2846  X           -    -199,187.845 (meters)                     COMP
 JD2846  Y           -  -4,968,366.319 (meters)                     COMP
 JD2846  Z           -   3,981,479.495 (meters)                     COMP
 JD2846  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 JD2846  ELLIP HEIGHT-         213.16  (meters)          (02/17/00) GPS OBS
 JD2846  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2846
 JD2846  HORZ ORDER  -  FIRST
 JD2846  ELLP ORDER  -  FOURTH    CLASS I
 JD2846
 JD2846.The horizontal coordinates were established by GPS observations
 JD2846.and adjusted by the National Geodetic Survey in February 2000..
 JD2846
 JD2846.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2846
 JD2846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2846
 JD2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2846
 JD2846.The ellipsoidal height was determined by GPS observations
 JD2846.and is referenced to NAD 83.
 JD2846
 JD2846.The geoid height was determined by GEOID03.
 JD2846
 JD2846;                    North         East     Units Scale Factor Converg.
 JD2846;SPC MO C     -   337,346.765   517,717.106   MT  0.99993720   +0 07 41.3
 JD2846;UTM  15      - 4,302,913.031   561,084.723   MT  0.99964595   +0 26 31.0
 JD2846
 JD2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2846!SPC MO C     -   0.99996656  x   0.99993720  =   0.99990376
 JD2846!UTM  15      -   0.99996656  x   0.99964595  =   0.99961252
 JD2846
 JD2846                          SUPERSEDED SURVEY CONTROL
 JD2846
 JD2846  NAD 83(1986)-  38 52 22.61517(N)    092 17 44.98489(W) AD(       ) 1
 JD2846  NGVD 29 (09/27/93)  245.8    (m)          806.     (f) GPS OBS        
 JD2846
 JD2846.Superseded values are not recommended for survey control.
 JD2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2846.See file dsdata.txt to determine how the superseded data were derived.
 JD2846
 JD2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6108502913(NAD 83)
 JD2846_MARKER: DD = SURVEY DISK
 JD2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2846_SP_SET: CONCRETE POST
 JD2846_STAMPING: BO-18 1992
 JD2846_MARK LOGO: MODNR 
 JD2846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2846+STABILITY: SURFACE MOTION
 JD2846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2846+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2846
 JD2846  HISTORY     - Date     Condition        Report By
 JD2846  HISTORY     - 1992     MONUMENTED       MODNR
 JD2846
 JD2846                          STATION DESCRIPTION
 JD2846
 JD2846'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2846'DATE OF REPORT 11-30-1992
 JD2846'STATION BO-18
 JD2846'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2846'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-18 1992--
 JD2846'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2846'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-18U 1992--SET IN A MASS OF
 JD2846'CONCRETE.  THE STATION IS 2.50 MI (4.02 KM) NORTHWEST OF THE U.S.
 JD2846'HWY. 63 AND MO. HWY. 163 INTERSECTION, 7.0 MI (11.3 KM) NORTH OF
 JD2846'ASHLAND, MO, 23.0 FT (7.0 M) SOUTHEAST OF THE CENTERLINE OF BONNE
 JD2846'FEMME CHURCH RD., 7.25 FT (2.21 M) SOUTHWEST OF A NAIL AND SHINER IN
 JD2846'A 14 INCH HEDGE POST, 4.35 FT (1.33 M) NORTHWEST OF A NAIL AND
 JD2846'SHINER IN A HEDGE POST, 2.5 FT (0.8 M) WEST OF A FENCE LINE, 9.0 FT
 JD2846'(2.7 M) EAST OF THE EDGE OF THE ROAD AT A 90 DEG TURN IN BONNE FEMME
 JD2846'CHURCH ROAD, SOUTH OF AN ENTRANCE ROAD, AND 2.5 FT (0.8 M) NORTHWEST
 JD2846'OF A WITNESS POST.
 JD2846'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-18A
 JD2846'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 2.25 MI (3.62 KM)
 JD2846'NORTHWEST OF THE U.S. HWY. 63 AND MO. HWY. 163 INTERSECTION, 7.0 MI
 JD2846'(11.3 KM) NORTH OF ASHLAND, MO IN SECTION 8, T47N, R12W, 50.2 FT
 JD2846'(15.3 M) SOUTHEAST OF A PAINT SIGN, 18.6 FT (5.7 M) SOUTH OF A
 JD2846'FENCE CORNER POST, 23.5 FT (7.2 M) WEST OF A RIGHT-OF-WAY SIGN, 27.1
 JD2846'FT (8.3 M) WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 40 FT
 JD2846'(12.2 M) NORTH OF THE CENTERLINE OF MO. RTE. 163, 28.5 FT (8.7 M)
 JD2846'NORTH OF THE PAVEMENT EDGE, AND 18.6 FT (5.7 M) SOUTH OF A WITNESS
 JD2846'POST.
 JD2846'STATION AND AZIMUTH MARK TO REACH
 JD2846'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND MO.
 JD2846'HIGHWAY 163, GO WEST ON MO. HIGHWAY 163 FOR 2.50 MI (4.02 KM) TO
 JD2846'BONNE FEMME CHURCH ROAD.  TURN RIGHT AND GO NORTH ON BONNE FEMME
 JD2846'CHURCH ROAD .25 MI (0.40 KM) TO THE STATION ON THE RIGHT AS
 JD2846'DESCRIBED.
 JD2846'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON BONNE FEMME
 JD2846'CHURCH ROAD .30 MI (0.48 KM) TO MO. HIGHWAY 163, TURN LEFT AND GO
 JD2846'EAST ON MO. HIGHWAY 163 FOR .35 MI (0.56 KM) TO THE AZIMUTH MARK ON
 JD2846'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2847 ***********************************************************************
 JD2847  DESIGNATION -  BO 19
 JD2847  PID         -  JD2847
 JD2847  STATE/COUNTY-  MO/BOONE
 JD2847  USGS QUAD   -  ASHLAND (1981)
 JD2847
 JD2847                         *CURRENT SURVEY CONTROL
 JD2847  ___________________________________________________________________
 JD2847* NAD 83(1997)-  38 51 58.10079(N)    092 15 05.75727(W)     ADJUSTED  
 JD2847* NAVD 88     -       254.4    (meters)     835.     (feet)  VERTCON   
 JD2847  ___________________________________________________________________
 JD2847  X           -    -195,371.421 (meters)                     COMP
 JD2847  Y           -  -4,968,999.228 (meters)                     COMP
 JD2847  Z           -   3,980,896.567 (meters)                     COMP
 JD2847  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 JD2847  ELLIP HEIGHT-         221.84  (meters)          (02/17/00) GPS OBS
 JD2847  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD2847
 JD2847  HORZ ORDER  -  FIRST
 JD2847  ELLP ORDER  -  FOURTH    CLASS I
 JD2847
 JD2847.The horizontal coordinates were established by GPS observations
 JD2847.and adjusted by the National Geodetic Survey in February 2000..
 JD2847
 JD2847.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2847
 JD2847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2847
 JD2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2847
 JD2847.The ellipsoidal height was determined by GPS observations
 JD2847.and is referenced to NAD 83.
 JD2847
 JD2847.The geoid height was determined by GEOID03.
 JD2847
 JD2847;                    North         East     Units Scale Factor Converg.
 JD2847;SPC MO C     -   336,600.647   521,557.128   MT  0.99993905   +0 09 21.1
 JD2847;UTM  15      - 4,302,188.165   564,927.662   MT  0.99965191   +0 28 10.7
 JD2847
 JD2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2847!SPC MO C     -   0.99996519  x   0.99993905  =   0.99990425
 JD2847!UTM  15      -   0.99996519  x   0.99965191  =   0.99961712
 JD2847
 JD2847                          SUPERSEDED SURVEY CONTROL
 JD2847
 JD2847  NAD 83(1986)-  38 51 58.10959(N)    092 15 05.76153(W) AD(       ) 1
 JD2847  NGVD 29 (09/27/93)  254.4    (m)          835.     (f) GPS OBS        
 JD2847
 JD2847.Superseded values are not recommended for survey control.
 JD2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2847.See file dsdata.txt to determine how the superseded data were derived.
 JD2847
 JD2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6492802188(NAD 83)
 JD2847_MARKER: DD = SURVEY DISK
 JD2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2847_SP_SET: CONCRETE POST
 JD2847_STAMPING: BO-19 1992
 JD2847_MARK LOGO: MODNR 
 JD2847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2847+STABILITY: SURFACE MOTION
 JD2847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2847+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2847
 JD2847  HISTORY     - Date     Condition        Report By
 JD2847  HISTORY     - 1992     MONUMENTED       MODNR
 JD2847
 JD2847                          STATION DESCRIPTION
 JD2847
 JD2847'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2847'DATE OF REPORT 11-30-1992
 JD2847'STATION BO-19
 JD2847'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2847'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-19 1992--
 JD2847'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2847'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-19U 1992--SET IN A MASS OF
 JD2847'CONCRETE.  THE STATION IS 6.75 MI (10.86 KM) NORTH OF ASHLAND MO 0.20
 JD2847'MI (0.32 KM) SOUTH OF THE U.S. HWY. 63 AND MO. ROUTE 163
 JD2847'INTERSECTION, 14.11 FT (4.30 M) SOUTHEAST OF A NAIL AND SHINER IN A
 JD2847'FENCE POST, 44.6 FT (13.6 M) WEST OF THE PAVEMENT EDGE OF SOUTHBOUND
 JD2847'HWY. 63, 40.38 FT (12.31 M) NORTH OF A NAIL AND SHINER IN A
 JD2847'TELEPHONE POLE, 13.08 FT (3.99 M) NORTHEAST OF A NAIL AND SHINER IN
 JD2847'A FENCE POST, 11.0 FT (3.4 M) EAST OF A WITNESS POST IN FENCE.
 JD2847'THE AZ MARK IS A USC AND GS BRASS DISK STAMPED--DEER 2 1969--SET IN A
 JD2847'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 7.0 MI (11.3 KM)
 JD2847'NORTH OF ASHLAND, MO .20 MI (0.32 KM) NORTH OF THE U.S. HWY. 63 AND
 JD2847'MO. ROUTE 163 INTERSECTION IN SECTION 10, T47N, R12W, 46.0 FT
 JD2847'(14.0 M) EAST-NORTHEAST OF A FARM ROAD CENTERLINE, 1.5 FT (0.5 M)
 JD2847'WEST-SOUTHWEST OF A WITNESS POST IN A FENCE, 47.0 FT (14.3 M)
 JD2847'NORTHWEST OF A DRIVEWAY CENTERLINE, 68.1 FT (20.8 M) NORTHEAST OF A
 JD2847'20 INCH OAK TREE, AND EAST OF NORTHBOUND HWY. 63.
 JD2847'STATION AND AZIMUTH MARK TO REACH
 JD2847'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND MO.
 JD2847'HIGHWAY 163, GO SOUTH ON U.S. HIGHWAY 63 .20 MI (0.32 KM) TO THE
 JD2847'STATION ON THE RIGHT AS DESCRIBED.
 JD2847'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON U.S.
 JD2847'HIGHWAY 63 FOR .30 MI (0.48 KM) TO MO. ROUTE AB.  TURN RIGHT AND GO
 JD2847'EAST ON MO. ROUTE AB (DEER PARK) FOR 150 FT (45.7 M) TO NORTHBOUND
 JD2847'U.S. HIGHWAY 63. TURN LEFT AND GO NORTH ON U.S. HIGHWAY 63 FOR .50 MI
 JD2847'(0.80 KM) TO THE INTERSECTION OF MO. ROUTE 163 WEST AND A FARM LANE
 JD2847'EAST.  TURN RIGHT AND GO EAST AND NORTH ON AN ASPHALT FARM LANE FOR
 JD2847'.20 MI (0.32 KM) TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2848 ***********************************************************************
 JD2848  DESIGNATION -  BO 20
 JD2848  PID         -  JD2848
 JD2848  STATE/COUNTY-  MO/BOONE
 JD2848  USGS QUAD   -  MILLERSBURG SW (1981)
 JD2848
 JD2848                         *CURRENT SURVEY CONTROL
 JD2848  ___________________________________________________________________
 JD2848* NAD 83(1997)-  38 50 11.21774(N)    092 14 55.64502(W)     ADJUSTED  
 JD2848* NAVD 88     -       265.9    (meters)     872.     (feet)  VERTCON   
 JD2848  ___________________________________________________________________
 JD2848  X           -    -195,209.293 (meters)                     COMP
 JD2848  Y           -  -4,971,083.753 (meters)                     COMP
 JD2848  Z           -   3,978,336.872 (meters)                     COMP
 JD2848  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 JD2848  ELLIP HEIGHT-         233.31  (meters)          (02/17/00) GPS OBS
 JD2848  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD2848
 JD2848  HORZ ORDER  -  FIRST
 JD2848  ELLP ORDER  -  FOURTH    CLASS I
 JD2848
 JD2848.The horizontal coordinates were established by GPS observations
 JD2848.and adjusted by the National Geodetic Survey in February 2000..
 JD2848
 JD2848.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2848
 JD2848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2848
 JD2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2848
 JD2848.The ellipsoidal height was determined by GPS observations
 JD2848.and is referenced to NAD 83.
 JD2848
 JD2848.The geoid height was determined by GEOID03.
 JD2848
 JD2848;                    North         East     Units Scale Factor Converg.
 JD2848;SPC MO C     -   333,305.591   521,809.964   MT  0.99993919   +0 09 27.1
 JD2848;UTM  15      - 4,298,895.487   565,198.456   MT  0.99965234   +0 28 16.0
 JD2848
 JD2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2848!SPC MO C     -   0.99996340  x   0.99993919  =   0.99990259
 JD2848!UTM  15      -   0.99996340  x   0.99965234  =   0.99961575
 JD2848
 JD2848                          SUPERSEDED SURVEY CONTROL
 JD2848
 JD2848  NAD 83(1986)-  38 50 11.22654(N)    092 14 55.64918(W) AD(       ) 1
 JD2848  NGVD 29 (09/27/93)  265.8    (m)          872.     (f) GPS OBS        
 JD2848
 JD2848.Superseded values are not recommended for survey control.
 JD2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2848.See file dsdata.txt to determine how the superseded data were derived.
 JD2848
 JD2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6519898895(NAD 83)
 JD2848_MARKER: DD = SURVEY DISK
 JD2848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2848_SP_SET: CONCRETE POST
 JD2848_STAMPING: BO-20 1992
 JD2848_MARK LOGO: MODNR 
 JD2848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2848+STABILITY: SURFACE MOTION
 JD2848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2848+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2848
 JD2848  HISTORY     - Date     Condition        Report By
 JD2848  HISTORY     - 1992     MONUMENTED       MODNR
 JD2848
 JD2848                          STATION DESCRIPTION
 JD2848
 JD2848'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2848'DATE OF REPORT 11-30-1992
 JD2848'STATION BO-20
 JD2848'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2848'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-20 1992--
 JD2848'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2848'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-20U 1992--SET IN A MASS OF
 JD2848'CONCRETE.  THE STATION IS .28 MI (0.45 KM) NORTH OF THE U.S. HWY. 63
 JD2848'AND MO. HWY. H INTERSECTION, 2.0 MI (3.2 KM) NORTHWEST OF THE
 JD2848'COLUMBIA REGIONAL AIRPORT, 55.2 FT (16.8 M) EAST OF THE CENTERLINE
 JD2848'OF NORTHBOUND HWY. 63, 43.2 FT (13.2 M) TO THE PAVEMENT EDGE OF
 JD2848'NORTHBOUND HWY. 63, 67.0 FT (20.4 M) SOUTHWEST OF A RIGHT-OF-WAY
 JD2848'POST, 77.9 FT (23.7 M) WEST OF A NAIL AND SHINER IN A GROUP OF THREE
 JD2848'LOMBARDY POPLAR TREES, 71.4 FT (21.8 M) NORTHWEST OF A RIGHT-OF-WAY
 JD2848'POST, AND 47.3 FT (14.4 M) WEST OF A WITNESS POST.
 JD2848'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-20A
 JD2848'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS .15 MI (0.24 KM)
 JD2848'EAST OF THE U.S. HWY. 63 AND MO. HWY. H INTERSECTION, 2.0 MI (3.2 KM)
 JD2848'NORTHWEST OF THE COLUMBIA REGIONAL AIRPORT IN SECTION 26, T47N, R12W,
 JD2848'32.7 FT (10.0 M) EAST OF THE CENTERLINE OF HARDWICK LANE, 76.0 FT
 JD2848'(23.2 M) SOUTH OF MO. RTE. H, 72.7 FT (22.2 M) SOUTHWEST OF K.
 JD2848'KOENIGS CHAIN MAILBOX POST, 98.5 FT (30.0 M) WEST OF A RIGHT-OF-WAY
 JD2848'MARKER, AND 104.0 FT (31.7 M) NORTHWEST OF A WITNESS POST.
 JD2848'STATION AND AZIMUTH MARK TO REACH
 JD2848'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 63 AND MO.
 JD2848'HWY. H, GO NORTH ON U.S. HWY. 63 FOR .28 MI (0.45 KM) TO THE STATION
 JD2848'ON THE RIGHT AS DESCRIBED.
 JD2848'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HWY. 63
 JD2848'FOR .52 MI (0.84 KM) TO A CROSSOVER FOR THE UMC EQUINE CENTER. CROSS
 JD2848'OVER TO U.S. HWY. 63 SOUTH, TURN LEFT AND GO SOUTH ON U.S. HWY.  63
 JD2848'FOR .85 MI (1.37 KM) TO MO. ROUTE H.  TURN LEFT AND GO EAST ON MO.
 JD2848'ROUTE H FOR .20 MI (0.32 KM) JUST PAST HARDWICK LANE TO THE STATION
 JD2848'ON THE RIGHT IN THE SOUTHEAST QUADRANT OF MO HWY. 63 AND HARDWICK
 JD2848'LANE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2849 ***********************************************************************
 JD2849  DESIGNATION -  BO 21
 JD2849  PID         -  JD2849
 JD2849  STATE/COUNTY-  MO/BOONE
 JD2849  USGS QUAD   -  MILLERSBURG SW (1981)
 JD2849
 JD2849                         *CURRENT SURVEY CONTROL
 JD2849  ___________________________________________________________________
 JD2849* NAD 83(1997)-  38 49 54.38657(N)    092 12 59.51375(W)     ADJUSTED  
 JD2849* NAVD 88     -       269.4    (meters)     884.     (feet)  VERTCON   
 JD2849  ___________________________________________________________________
 JD2849  X           -    -192,423.136 (meters)                     COMP
 JD2849  Y           -  -4,971,520.855 (meters)                     COMP
 JD2849  Z           -   3,977,934.780 (meters)                     COMP
 JD2849  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 JD2849  ELLIP HEIGHT-         236.85  (meters)          (02/17/00) GPS OBS
 JD2849  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JD2849
 JD2849  HORZ ORDER  -  FIRST
 JD2849  ELLP ORDER  -  FOURTH    CLASS I
 JD2849
 JD2849.The horizontal coordinates were established by GPS observations
 JD2849.and adjusted by the National Geodetic Survey in February 2000..
 JD2849
 JD2849.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2849
 JD2849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2849
 JD2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2849
 JD2849.The ellipsoidal height was determined by GPS observations
 JD2849.and is referenced to NAD 83.
 JD2849
 JD2849.The geoid height was determined by GEOID03.
 JD2849
 JD2849;                    North         East     Units Scale Factor Converg.
 JD2849;SPC MO C     -   332,794.800   524,612.270   MT  0.99994079   +0 10 39.9
 JD2849;UTM  15      - 4,298,400.181   568,002.714   MT  0.99965694   +0 29 28.6
 JD2849
 JD2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2849!SPC MO C     -   0.99996284  x   0.99994079  =   0.99990363
 JD2849!UTM  15      -   0.99996284  x   0.99965694  =   0.99961979
 JD2849
 JD2849                          SUPERSEDED SURVEY CONTROL
 JD2849
 JD2849  NAD 83(1986)-  38 49 54.39544(N)    092 12 59.51789(W) AD(       ) 1
 JD2849  NGVD 29 (09/27/93)  269.3    (m)          884.     (f) GPS OBS        
 JD2849
 JD2849.Superseded values are not recommended for survey control.
 JD2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2849.See file dsdata.txt to determine how the superseded data were derived.
 JD2849
 JD2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6800398400(NAD 83)
 JD2849_MARKER: DD = SURVEY DISK
 JD2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2849_SP_SET: CONCRETE POST
 JD2849_STAMPING: BO-21 1992
 JD2849_MARK LOGO: MODNR 
 JD2849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2849+STABILITY: SURFACE MOTION
 JD2849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2849+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2849
 JD2849  HISTORY     - Date     Condition        Report By
 JD2849  HISTORY     - 1992     MONUMENTED       MODNR
 JD2849
 JD2849                          STATION DESCRIPTION
 JD2849
 JD2849'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2849'DATE OF REPORT 11-30-1992
 JD2849'STATION BO-21
 JD2849'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2849'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-21 1992--
 JD2849'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2849'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-21U 1992--SET IN A MASS OF
 JD2849'CONCRETE.  THE STATION IS 0.75 MI (1.21 KM) NORTH OF THE COLUMBIA
 JD2849'REGIONAL AIRPORT, 1.83 MI (2.95 KM) EAST OF THE U.S. HWY. 63 AND MO.
 JD2849'HWY. H INTERSECTION, 11.02 FT (3.36 M) SOUTHEAST OF A NAIL AND
 JD2849'SHINER IN A GATE POST, 7.4 FT (2.3 M) SOUTH OF A WITNESS POST IN
 JD2849'FENCE, 9.89 FT (3.01 M) SOUTHWEST OF A NAIL AND SHINER IN A FENCE
 JD2849'POST, 53.14 FT (16.20 M) NORTHWEST OF A NAIL AND SHINER IN A CURVE
 JD2849'SIGN, 26.2 FT (8.0 M) NORTH OF THE CENTERLINE OF MO. RTE. H, AND
 JD2849'16.5 FT (5.0 M) WEST OF THE CENTERLINE OF A FIELD ENTRANCE.
 JD2849'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-21A
 JD2849'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 1.53 MI (2.46 KM)
 JD2849'EAST OF THE MO. HWY. H AND U.S. HWY. 63 INTERSECTION, .75 MI
 JD2849'(1.21 KM) NORTH OF THE COLUMBIA REGIONAL AIRPORT IN SECTION 25, T47N,
 JD2849'R12W, 25.8 FT (7.9 M) SOUTH OF THE CENTERLINE OF MO. RTE. H, 33.0 FT
 JD2849'(10.1 M) WEST OF THE CENTERLINE OF AN AIRPORT PROPERTY ENTRANCE
 JD2849'ROAD, 64.65 FT (19.71 M) WEST OF A NAIL AND SHINER IN A CORNER POST,
 JD2849'48.76 FT (14.86 M) NORTHWEST OF A NAIL AND SHINER IN THE SECOND GATE
 JD2849'POST FROM THE EAST, 4.24 FT (1.29 M) NORTH OF A NAIL AND SHINER IN A
 JD2849'FENCE CORNER POST, 16.54 FT (5.04 M) NORTHEAST OF A NAIL AND SHINER
 JD2849'IN A FENCE LINE POST, AND 4.24 FT (1.29 M) NORTH OF  A WITNESS POST.
 JD2849'STATION AND AZIMUTH MARK TO REACH
 JD2849'TO REACH THE STATION FROM THE INTERSECTION OF MO. HWY. H AND U.S. HWY.
 JD2849'63, GO EAST ON MO. HWY. H 1.80 MI (2.90 KM) TO THE STATION ON THE
 JD2849'LEFT AS DESCRIBED.
 JD2849'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN WEST ON MO. HWY. H
 JD2849'FOR .30 MI (0.48 KM) TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2850 ***********************************************************************
 JD2850  DESIGNATION -  BO 22
 JD2850  PID         -  JD2850
 JD2850  STATE/COUNTY-  MO/BOONE
 JD2850  USGS QUAD   -  MILLERSBURG SW (1981)
 JD2850
 JD2850                         *CURRENT SURVEY CONTROL
 JD2850  ___________________________________________________________________
 JD2850* NAD 83(1997)-  38 49 53.26930(N)    092 10 42.78646(W)     ADJUSTED  
 JD2850* NAVD 88     -       263.3    (meters)     864.     (feet)  VERTCON   
 JD2850  ___________________________________________________________________
 JD2850  X           -    -189,128.253 (meters)                     COMP
 JD2850  Y           -  -4,971,664.225 (meters)                     COMP
 JD2850  Z           -   3,977,904.172 (meters)                     COMP
 JD2850  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 JD2850  ELLIP HEIGHT-         230.84  (meters)          (02/17/00) GPS OBS
 JD2850  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JD2850
 JD2850  HORZ ORDER  -  FIRST
 JD2850  ELLP ORDER  -  FOURTH    CLASS I
 JD2850
 JD2850.The horizontal coordinates were established by GPS observations
 JD2850.and adjusted by the National Geodetic Survey in February 2000..
 JD2850
 JD2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2850
 JD2850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2850
 JD2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2850
 JD2850.The ellipsoidal height was determined by GPS observations
 JD2850.and is referenced to NAD 83.
 JD2850
 JD2850.The geoid height was determined by GEOID03.
 JD2850
 JD2850;                    North         East     Units Scale Factor Converg.
 JD2850;SPC MO C     -   332,771.265   527,910.012   MT  0.99994292   +0 12 05.6
 JD2850;UTM  15      - 4,298,394.694   571,299.605   MT  0.99966260   +0 30 54.3
 JD2850
 JD2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2850!SPC MO C     -   0.99996378  x   0.99994292  =   0.99990670
 JD2850!UTM  15      -   0.99996378  x   0.99966260  =   0.99962639
 JD2850
 JD2850                          SUPERSEDED SURVEY CONTROL
 JD2850
 JD2850  NAD 83(1986)-  38 49 53.27833(N)    092 10 42.79068(W) AD(       ) 1
 JD2850  NGVD 29 (09/27/93)  263.3    (m)          864.     (f) GPS OBS        
 JD2850
 JD2850.Superseded values are not recommended for survey control.
 JD2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2850.See file dsdata.txt to determine how the superseded data were derived.
 JD2850
 JD2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7130098395(NAD 83)
 JD2850_MARKER: DD = SURVEY DISK
 JD2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2850_SP_SET: CONCRETE POST
 JD2850_STAMPING: BO-22 1992
 JD2850_MARK LOGO: MODNR 
 JD2850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2850+STABILITY: SURFACE MOTION
 JD2850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2850+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2850
 JD2850  HISTORY     - Date     Condition        Report By
 JD2850  HISTORY     - 1992     MONUMENTED       MODNR
 JD2850
 JD2850                          STATION DESCRIPTION
 JD2850
 JD2850'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2850'DATE OF REPORT 11-30-1992
 JD2850'STATION BO-22
 JD2850'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2850'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-22 1992--
 JD2850'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2850'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-22U 1992--SET IN A MASS OF
 JD2850'CONCRETE.  THE STATION IS 2 MI (3.2 KM) NORTHEAST OF THE COLUMBIA
 JD2850'REGIONAL AIRPORT, 3.80 MI (6.12 KM) WEST OF THE U.S. HWY. 63 AND MO.
 JD2850'HWY. H INTERSECTION, 62.0 FT (18.9 M) SOUTHEAST OF THE CENTERLINE OF
 JD2850'JOHNSON CEMETERY ROAD, 53.0 FT (16.2 M) SOUTHWEST OF THE CENTERLINE
 JD2850'OF AN ENTRANCE ROAD, 3.6 FT (1.1 M) SOUTH OF A SOUTH CORNER SIGNS
 JD2850'LEG, 3.0 FT (0.9 M) NORTH OF A FENCE, 4.11 FT (1.25 M) NORTH OF A
 JD2850'NAIL AND SHINER IN A FENCE CORNER POST, AND 4.1 FT (1.2 M) NORTHEAST
 JD2850'OF A WITNESS POST IN FENCE.
 JD2850'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-22A
 JD2850'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 2 MI (3.2 KM) EAS
 JD2850'OF THE COLUMBIA REGIONAL AIRPORT, 2 MI (3.2 KM) EAST OF THE U.S. HWY.
 JD2850'63 AND MO. HWY. H INTERSECTION IN SECTION 29, T47N, R11W, 76.8 FT
 JD2850'(23.4 M) SOUTH OF A 3 INCH PINE TREE, 11.6 FT (3.5 M) WEST OF A 3
 JD2850'INCH PINE TREE, 56.0 FT (17.1 M) WEST OF THE EXTENDED CENTERLINE OF
 JD2850'AN OLD DRIVEWAY, 56.0 FT (17.1 M) NORTHWEST OF AN 18 INCH SHAGBARK
 JD2850'HICKORY TREE, 17.0 FT (5.2 M) NORTH OF THE CENTERLINE OF JOHNSON
 JD2850'CEMETERY ROAD, 41.3 FT (12.6 M) NORTHEAST OF A CULVERT, AND 56.0 FT
 JD2850'(17.1 M) NORTHWEST OF A WITNESS POST.
 JD2850'STATION AND AZIMUTH MARK TO REACH
 JD2850'TO REACH THE STATION FROM THE U.S. HWY. 63 AND MO. HWY. H
 JD2850'INTERSECTION, GO EAST ON MO. HWY. H FOR 4.15 MI (6.68 KM) TO JOHNSON
 JD2850'CEMETERY ROAD.  TURN LEFT AND GO NORTH AND EAST ON JOHNSON CEMETERY
 JD2850'ROAD FOR .95 MI (1.53 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 JD2850'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN SOUTH ON JOHNSON
 JD2850'CEMETERY ROAD FOR .70 MI (1.13 KM) TO THE AZIMUTH MARK ON THE LEFT AS
 JD2850'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2851 ***********************************************************************
 JD2851  DESIGNATION -  BO 23
 JD2851  PID         -  JD2851
 JD2851  STATE/COUNTY-  MO/BOONE
 JD2851  USGS QUAD   -  MILLERSBURG SW (1981)
 JD2851
 JD2851                         *CURRENT SURVEY CONTROL
 JD2851  ___________________________________________________________________
 JD2851* NAD 83(1997)-  38 46 22.68369(N)    092 12 53.81319(W)     ADJUSTED  
 JD2851* NAVD 88     -       252.6    (meters)     829.     (feet)  VERTCON   
 JD2851  ___________________________________________________________________
 JD2851  X           -    -192,443.342 (meters)                     COMP
 JD2851  Y           -  -4,975,601.020 (meters)                     COMP
 JD2851  Z           -   3,972,836.601 (meters)                     COMP
 JD2851  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 JD2851  ELLIP HEIGHT-         220.10  (meters)          (02/17/00) GPS OBS
 JD2851  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JD2851
 JD2851  HORZ ORDER  -  FIRST
 JD2851  ELLP ORDER  -  FOURTH    CLASS I
 JD2851
 JD2851.The horizontal coordinates were established by GPS observations
 JD2851.and adjusted by the National Geodetic Survey in February 2000..
 JD2851
 JD2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2851
 JD2851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2851
 JD2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2851
 JD2851.The ellipsoidal height was determined by GPS observations
 JD2851.and is referenced to NAD 83.
 JD2851
 JD2851.The geoid height was determined by GEOID03.
 JD2851
 JD2851;                    North         East     Units Scale Factor Converg.
 JD2851;SPC MO C     -   326,267.451   524,770.109   MT  0.99994089   +0 10 42.6
 JD2851;UTM  15      - 4,291,875.645   568,196.192   MT  0.99965727   +0 29 29.9
 JD2851
 JD2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2851!SPC MO C     -   0.99996547  x   0.99994089  =   0.99990636
 JD2851!UTM  15      -   0.99996547  x   0.99965727  =   0.99962275
 JD2851
 JD2851                          SUPERSEDED SURVEY CONTROL
 JD2851
 JD2851  NAD 83(1986)-  38 46 22.69262(N)    092 12 53.81717(W) AD(       ) 1
 JD2851  NGVD 29 (09/27/93)  252.6    (m)          829.     (f) GPS OBS        
 JD2851
 JD2851.Superseded values are not recommended for survey control.
 JD2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2851.See file dsdata.txt to determine how the superseded data were derived.
 JD2851
 JD2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6819691876(NAD 83)
 JD2851_MARKER: DD = SURVEY DISK
 JD2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2851_SP_SET: CONCRETE POST
 JD2851_STAMPING: BO-23 1992
 JD2851_MARK LOGO: MODNR 
 JD2851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2851+STABILITY: SURFACE MOTION
 JD2851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2851+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2851
 JD2851  HISTORY     - Date     Condition        Report By
 JD2851  HISTORY     - 1992     MONUMENTED       MODNR
 JD2851
 JD2851                          STATION DESCRIPTION
 JD2851
 JD2851'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2851'DATE OF REPORT 11-30-1992
 JD2851'STATION BO-23
 JD2851'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2851'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-23 1992--
 JD2851'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2851'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-23U 1992--SET IN A MASS OF
 JD2851'CONCRETE.  THE STATION IS 2.0 MI (3.2 KM) EAST OF ASHLAND MO 2.0 MI
 JD2851'(3.2 KM) EAST OF THE U.S. HWY. 63 AND MO. HWY. Y INTERSECTION, 40.0
 JD2851'FT (12.2 M) SOUTHEAST OF THE CENTERLINE OF RANGE LINE ROAD, 58.8 FT
 JD2851'(17.9 M) SOUTHEAST OF A MAILBOX, 45.5 FT (13.9 M) SOUTHWEST OF A
 JD2851'FIRE HYDRANT, 25.1 FT (7.7 M) WEST OF THE CENTERLINE OF AN OLD ROAD
 JD2851'BED, 45.7 FT (13.9 M) WEST OF A FENCE, 86.7 FT (26.4 M) NORTHEAST OF
 JD2851'MO. RTE. Y, 18.39 FT (5.61 M) EAST OF A NAIL AND SHINER IN A POWER
 JD2851'POLE, 86.7 FT (26.4 M) EAST OF A STOP SIGN, AND 45.7 FT (13.9 M)
 JD2851'WEST OF A WITNESS POST.
 JD2851'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-23A
 JD2851'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 2.0 MI (3.2 KM)
 JD2851'EAST OF THE U.S. HWY. 63 AND MO. HWY. Y INTERSECTION IN ASHLAND MO,
 JD2851'13.29 FT (4.05 M) SOUTHEAST OF A NAIL AND SHINER IN A POWER POLE
 JD2851'TRANSFORMER PLATFORM, 25.0 FT (7.6 M) WEST OF THE CENTERLINE OF MO.
 JD2851'RTE. Y, 24.0 FT (7.3 M) NORTH OF A DRIVEWAY CENTERLINE, 10.33 FT
 JD2851'(3.15 M) NORTHEAST OF A POWER POLE TRANSFORMER PLATFORM, AND 10.8 FT
 JD2851'(3.3 M) WEST OF A WITNESS POST AT A BOARD FENCE.
 JD2851'STATION AND AZIMUTH MARK TO REACH
 JD2851'TO REACH THE STATION FROM THE INTERSECTION OF MO. HWY. Y AND U.S. HWY.
 JD2851'63 AT ASHLAND, GO EAST AND SOUTH ON MO. HWY. Y FOR 2.00 MI (3.22 KM)
 JD2851'TO THE STATION IN THE EAST ANGLE OF MO. HWY. Y AND RANGELINE ROAD AS
 JD2851'DESCRIBED.
 JD2851'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON MO. HWY.
 JD2851'Y FOR .25 MI (0.40 KM) TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2852 ***********************************************************************
 JD2852  DESIGNATION -  BO 24
 JD2852  PID         -  JD2852
 JD2852  STATE/COUNTY-  MO/BOONE
 JD2852  USGS QUAD   -  MILLERSBURG SW (1981)
 JD2852
 JD2852                         *CURRENT SURVEY CONTROL
 JD2852  ___________________________________________________________________
 JD2852* NAD 83(1997)-  38 48 13.43061(N)    092 12 49.24476(W)     ADJUSTED  
 JD2852* NAVD 88     -       262.9    (meters)     863.     (feet)  VERTCON   
 JD2852  ___________________________________________________________________
 JD2852  X           -    -192,250.812 (meters)                     COMP
 JD2852  Y           -  -4,973,475.452 (meters)                     COMP
 JD2852  Z           -   3,975,505.035 (meters)                     COMP
 JD2852  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 JD2852  ELLIP HEIGHT-         230.36  (meters)          (02/17/00) GPS OBS
 JD2852  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JD2852
 JD2852  HORZ ORDER  -  FIRST
 JD2852  ELLP ORDER  -  FOURTH    CLASS I
 JD2852
 JD2852.The horizontal coordinates were established by GPS observations
 JD2852.and adjusted by the National Geodetic Survey in February 2000..
 JD2852
 JD2852.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2852
 JD2852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2852
 JD2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2852
 JD2852.The ellipsoidal height was determined by GPS observations
 JD2852.and is referenced to NAD 83.
 JD2852
 JD2852.The geoid height was determined by GEOID03.
 JD2852
 JD2852;                    North         East     Units Scale Factor Converg.
 JD2852;SPC MO C     -   329,682.626   524,869.691   MT  0.99994095   +0 10 45.9
 JD2852;UTM  15      - 4,295,290.344   568,277.079   MT  0.99965740   +0 29 34.0
 JD2852
 JD2852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2852!SPC MO C     -   0.99996386  x   0.99994095  =   0.99990481
 JD2852!UTM  15      -   0.99996386  x   0.99965740  =   0.99962127
 JD2852
 JD2852                          SUPERSEDED SURVEY CONTROL
 JD2852
 JD2852  NAD 83(1986)-  38 48 13.43948(N)    092 12 49.24884(W) AD(       ) 1
 JD2852  NGVD 29 (09/27/93)  262.8    (m)          862.     (f) GPS OBS        
 JD2852
 JD2852.Superseded values are not recommended for survey control.
 JD2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2852.See file dsdata.txt to determine how the superseded data were derived.
 JD2852
 JD2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6827795290(NAD 83)
 JD2852_MARKER: DD = SURVEY DISK
 JD2852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2852_SP_SET: CONCRETE POST
 JD2852_STAMPING: BO-24 1992
 JD2852_MARK LOGO: MODNR 
 JD2852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2852+STABILITY: SURFACE MOTION
 JD2852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2852+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2852
 JD2852  HISTORY     - Date     Condition        Report By
 JD2852  HISTORY     - 1992     MONUMENTED       MODNR
 JD2852
 JD2852                          STATION DESCRIPTION
 JD2852
 JD2852'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2852'DATE OF REPORT 11-30-1992
 JD2852'STATION  BO-24
 JD2852'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2852'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-24 1992--
 JD2852'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2852'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-24U 1992--SET IN A MASS OF
 JD2852'CONCRETE.  THE STATION IS 3.0 MI (4.8 KM) NORTHEAST OF THE U.S. HWY.
 JD2852'63 AND MO. ROUTE Y INTERSECTION IN ASHLAND MO, 6.3 FT (1.9 M) EAST
 JD2852'OF A STEEL FENCE POST, 36.49 FT (11.12 M) SOUTHEAST OF A NAIL AND
 JD2852'SHINER IN A WOODEN FENCE POST, 50.69 FT (15.45 M) SOUTHWEST OF A
 JD2852'NAIL AND SHINER IN A POWER POLE, 26.0 FT (7.9 M) WEST OF THE CENTER
 JD2852'OF RANGELINE ROAD, AND 6.4 FT (2.0 M) EAST OF A WITNESS POST IN
 JD2852'FENCE.
 JD2852'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-24A
 JD2852'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 3.20 MI (5.15 KM)
 JD2852'NORTHEAST OF U.S. HWY. 63 AND MO. ROUTE Y INTERSECTION IN ASHLAND MO
 JD2852'IN SECTION 13, T46N, R12W, 14.0 FT (4.3 M) EAST OF THE CENTERLINE OF
 JD2852'RANGELINE RD., 74.3 FT (22.6 M) SOUTH OF A 12 INCH PINE TREE, 28.6
 JD2852'FT (8.7 M) WEST OF AN 18 INCH MAPLE TREE, 25 FT (7.6 M) NORTH OF
 JD2852'THE CENTERLINE OF A DRIVEWAY LEADING TO THE CUNNINGHAM RESIDENCE, AND
 JD2852'39.0 FT (11.9 M) EAST OF A WITNESS POST IN FENCE.
 JD2852'STATION AND AZIMUTH MARK TO REACH
 JD2852'TO REACH THE STATION FROM THE U.S. HWY. 63 AND MO. ROUTE Y IN ASHLAND,
 JD2852'GO EAST ON MO. ROUTE Y FOR 2.00 MI (3.22 KM) TO RANGELINE ROAD. TURN
 JD2852'LEFT AND GO NORTH ON RANGELINE ROAD FOR 2.20 MI (3.54 KM) TO THE
 JD2852'STATION ON THE LEFT AS DESCRIBED.
 JD2852'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 JD2852'RANGELINE ROAD FOR .30 MI (0.48 KM) TO THE AZIMUTH MARK ON THE RIGHT
 JD2852'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2853 ***********************************************************************
 JD2853  DESIGNATION -  BO 25
 JD2853  PID         -  JD2853
 JD2853  STATE/COUNTY-  MO/BOONE
 JD2853  USGS QUAD   -  COLUMBIA (1981)
 JD2853
 JD2853                         *CURRENT SURVEY CONTROL
 JD2853  ___________________________________________________________________
 JD2853* NAD 83(1997)-  38 56 19.42173(N)    092 22 05.50551(W)     ADJUSTED  
 JD2853* NAVD 88     -       193.5    (meters)     635.     (feet)  VERTCON   
 JD2853  ___________________________________________________________________
 JD2853  X           -    -205,271.826 (meters)                     COMP
 JD2853  Y           -  -4,963,487.403 (meters)                     COMP
 JD2853  Z           -   3,987,129.565 (meters)                     COMP
 JD2853  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 JD2853  ELLIP HEIGHT-         160.76  (meters)          (02/17/00) GPS OBS
 JD2853  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD2853
 JD2853  HORZ ORDER  -  FIRST
 JD2853  ELLP ORDER  -  FOURTH    CLASS I
 JD2853
 JD2853.The horizontal coordinates were established by GPS observations
 JD2853.and adjusted by the National Geodetic Survey in February 2000..
 JD2853
 JD2853.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2853
 JD2853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2853
 JD2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2853
 JD2853.The ellipsoidal height was determined by GPS observations
 JD2853.and is referenced to NAD 83.
 JD2853
 JD2853.The geoid height was determined by GEOID03.
 JD2853
 JD2853;                    North         East     Units Scale Factor Converg.
 JD2853;SPC MO C     -   344,637.431   511,426.790   MT  0.99993494   +0 04 58.2
 JD2853;UTM  15      - 4,310,166.974   554,756.407   MT  0.99963692   +0 23 49.5
 JD2853
 JD2853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2853!SPC MO C     -   0.99997478  x   0.99993494  =   0.99990972
 JD2853!UTM  15      -   0.99997478  x   0.99963692  =   0.99961171
 JD2853
 JD2853                          SUPERSEDED SURVEY CONTROL
 JD2853
 JD2853  NAD 83(1986)-  38 56 19.43025(N)    092 22 05.50992(W) AD(       ) 1
 JD2853  NGVD 29 (09/27/93)  193.5    (m)          635.     (f) GPS OBS        
 JD2853
 JD2853.Superseded values are not recommended for survey control.
 JD2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2853.See file dsdata.txt to determine how the superseded data were derived.
 JD2853
 JD2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5475610167(NAD 83)
 JD2853_MARKER: DD = SURVEY DISK
 JD2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2853_SP_SET: CONCRETE POST
 JD2853_STAMPING: BO-25 1992
 JD2853_MARK LOGO: MODNR 
 JD2853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2853+STABILITY: SURFACE MOTION
 JD2853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2853+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2853
 JD2853  HISTORY     - Date     Condition        Report By
 JD2853  HISTORY     - 1992     MONUMENTED       MODNR
 JD2853
 JD2853                          STATION DESCRIPTION
 JD2853
 JD2853'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2853'DATE OF REPORT 11-30-1992
 JD2853'STATION  BO-25
 JD2853'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2853'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-25 1992--
 JD2853'SET IN A 12 INCH DIAMETER CONTRETE POST.  THE UNDERGROUND STATION IS A
 JD2853'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-25U 1992--SET IN A MASS OF
 JD2853'CONCRETE.  THE STATION IS 2.1 MI (3.4 KM) SOUTH OF THE US RTES 40,
 JD2853'63, I-70, AND MO RTE 740 INTERSECTION, 1.8 MI (2.9 KM) WEST OF THE MO
 JD2853'RTE 163 AND MO RTE 740 INTERSECTION ON THE SOUTH SIDE OF COLUMBIA MO,
 JD2853'20.5 FT (6.2 M) SOUTHWEST OF PAVEMENT EDGE OF MO RTE 740 (STADIUM
 JD2853'BLVD), 7.5 FT (2.3 M) SOUTHWEST OF MIDDLE GUARDRAIL POST, 13.6 FT
 JD2853'(4.1 M) WEST OF A GUARDRAIL POST, 14.1 FT (4.3 M) SOUTHEAST OF A
 JD2853'GUARDRAIL POST, 210 FT (64.0 M) WEST OF COLLEGE PARK DRIVE.
 JD2853'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-25A
 JD2853'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 2.20 MI (3.54 KM)
 JD2853'SOUTH OF THE US ROUTE 40, 63, I-70, AND MO RTE 740 INTERSECTION, 1.60
 JD2853'MI (2.57 KM) WEST OF THE MO RTE 163 AND MO RTE 740 INTERSECTION ON
 JD2853'THE SOUTH SIDE OF COLUMBIA MO, 31.0 FT (9.4 M) NORTH OF THE PAVEMENT
 JD2853'EDGE OF WESTBOUND MO RTE 740 (STADIUM BLVD), 43.7 FT (13.3 M) SOUTH
 JD2853'OF THE CENTERLINE OF WEST WINDS DRIVE, 13.6 FT (4.1 M) SOUTHWEST OF A
 JD2853'3 INCH ELM TREE, AND 93.9 FT (28.6 M) SOUTHWEST OF A NAIL AND SHINER
 JD2853'IN A POWER POLE.
 JD2853'STATION AND AZIMUTH MARK TO REACH
 JD2853'TO REACH THE STATION FROM INTERSECTION OF US HIGHWAY 63 AND MO RTE 740
 JD2853'(STADIUM BLVD), GO WEST ON MO RTE 740 FOR 4.10 MI (6.60 KM) TO THE
 JD2853'STATION ON THE LEFT AS DESCRIBED.
 JD2853'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON MO RTE
 JD2853'740 FOR 0.35 MI (0.56 KM) TO THE AZIMUTH MARK ON THE LEFT AS
 JD2853'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2854 ***********************************************************************
 JD2854  DESIGNATION -  BO 26
 JD2854  PID         -  JD2854
 JD2854  STATE/COUNTY-  MO/BOONE
 JD2854  USGS QUAD   -  MILLERSBURG SW (1981)
 JD2854
 JD2854                         *CURRENT SURVEY CONTROL
 JD2854  ___________________________________________________________________
 JD2854* NAD 83(1997)-  38 48 09.88076(N)    092 10 41.25818(W)     ADJUSTED  
 JD2854* NAVD 88     -       257.3    (meters)     844.     (feet)  VERTCON   
 JD2854  ___________________________________________________________________
 JD2854  X           -    -189,167.195 (meters)                     COMP
 JD2854  Y           -  -4,973,658.036 (meters)                     COMP
 JD2854  Z           -   3,975,416.266 (meters)                     COMP
 JD2854  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 JD2854  ELLIP HEIGHT-         224.84  (meters)          (02/17/00) GPS OBS
 JD2854  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JD2854
 JD2854  HORZ ORDER  -  FIRST
 JD2854  ELLP ORDER  -  FOURTH    CLASS I
 JD2854
 JD2854.The horizontal coordinates were established by GPS observations
 JD2854.and adjusted by the National Geodetic Survey in February 2000..
 JD2854
 JD2854.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2854
 JD2854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2854
 JD2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2854
 JD2854.The ellipsoidal height was determined by GPS observations
 JD2854.and is referenced to NAD 83.
 JD2854
 JD2854.The geoid height was determined by GEOID03.
 JD2854
 JD2854;                    North         East     Units Scale Factor Converg.
 JD2854;SPC MO C     -   329,583.438   527,958.097   MT  0.99994296   +0 12 06.1
 JD2854;UTM  15      - 4,295,208.071   571,365.111   MT  0.99966271   +0 30 54.1
 JD2854
 JD2854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2854!SPC MO C     -   0.99996472  x   0.99994296  =   0.99990769
 JD2854!UTM  15      -   0.99996472  x   0.99966271  =   0.99962745
 JD2854
 JD2854                          SUPERSEDED SURVEY CONTROL
 JD2854
 JD2854  NAD 83(1986)-  38 48 09.88980(N)    092 10 41.26240(W) AD(       ) 1
 JD2854  NGVD 29 (09/27/93)  257.3    (m)          844.     (f) GPS OBS        
 JD2854
 JD2854.Superseded values are not recommended for survey control.
 JD2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2854.See file dsdata.txt to determine how the superseded data were derived.
 JD2854
 JD2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7136595208(NAD 83)
 JD2854_MARKER: DD = SURVEY DISK
 JD2854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2854_SP_SET: CONCRETE POST
 JD2854_STAMPING: BO-26 1992
 JD2854_MARK LOGO: MODNR 
 JD2854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2854+STABILITY: SURFACE MOTION
 JD2854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2854+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2854
 JD2854  HISTORY     - Date     Condition        Report By
 JD2854  HISTORY     - 1992     MONUMENTED       MODNR
 JD2854
 JD2854                          STATION DESCRIPTION
 JD2854
 JD2854'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2854'DATE OF REPORT 11-30-1992
 JD2854'STATION BO-26
 JD2854'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2854'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-26 1992--
 JD2854'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2854'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-26U 1992--SET IN A MASS OF
 JD2854'CONCRETE.  THE STATION IS .5 MI (0.8 KM) EAST OF THE COLUMBIA
 JD2854'REGIONAL AIRPORT, 4.5 MI (7.2 KM) NORTHEAST OF THE U.S. HWY. 63 AND
 JD2854'MO. HWY. Y INTERSECTION IN ASHLAND MO, 21.65 FT (6.60 M) SOUTHEAST OF
 JD2854'A FENCE POST, 6.85 FT (2.09 M) SOUTH OF A NAIL AND SHINER IN A GATE
 JD2854'POST, 17.0 FT (5.2 M) WEST OF THE CENTERLINE OF A FIELD ENTRANCE,
 JD2854'27.5 FT (8.4 M) WEST OF A NAIL AND SHINER IN A POWER POLE, 42.0 FT
 JD2854'(12.8 M) WEST OF THE CENTERLINE OF A DRIVEWAY OF A DOUBLE WIDE
 JD2854'TRAILER, 52.3 FT (15.9 M) NORTHWEST OF A MAILBOX, AND 23.7 FT
 JD2854'(7.2 M) NORTH OF THE CENTERLINE OF CLINKENBEARD RD.
 JD2854'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-26A
 JD2854'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS .4 MI (0.6 KM) E
 JD2854'OF THE COLUMBIA REGIONAL AIRPORT, 4.4 MI (7.1 KM) EAST OF THE U.S.
 JD2854'HWY. 63 AND MO. HWY. Y IN ASHLAND MO IN SECTION 5, T46N, R11W, 46.70
 JD2854'FT (14.23 M) SOUTH OF A NAIL AND SHINER IN A POWER POLE, 17.8 FT
 JD2854'(5.4 M) SOUTHWEST OF THE CENTERLINE OF BOB VEACH ROAD, 63.40 FT
 JD2854'(19.32 M) SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE. 20.0 FT
 JD2854'(6.1 M) WEST OF A DRIVEWAY CENTERLINE, 4.67 FT (1.42 M) NORTHWEST
 JD2854'OF A NAIL AND SHINER IN A CORNER POST, 3.5 FT (1.1 M) NORTH OF A
 JD2854'FENCE, AND NORTH OF TACOMA CATTLE CO.
 JD2854'STATION AND AZIMUTH MARK TO REACH
 JD2854'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND MO.
 JD2854'ROUTE H, GO EAST AND SOUTH ON MO. RTE. H FOR 4.00 MI (6.44 KM) TO
 JD2854'CLINKENBEARD ROAD.  TURN RIGHT AND GO SOUTH ON CLINKENBEARD ROAD FOR
 JD2854'1.20 MI (1.93 KM) TO BOB VEACH ROAD TO THE RIGHT, CLINKENBEARD LEFT,
 JD2854'AND DRIVEWAY STRAIGHT AHEAD.  TURN LEFT AND CONTINUE ON CLINKENBEARD
 JD2854'FOR .30 MI (0.48 KM) TO A FIELD ENTRANCE AND THE STATION ON THE LEFT
 JD2854'AS DESCRIBED.
 JD2854'TO REACH THE AZIMUTH MARK FORM THE STATION, RETURN WEST ON
 JD2854'CLINKENBEARD ROAD FOR .35 MI (0.56 KM) TO BOB VEACH ROAD, AND THE
 JD2854'AZIMUTH MARK ON THE WEST SIDE OF A DRIVEWAY SOUTH AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2855 ***********************************************************************
 JD2855  DESIGNATION -  BO 27
 JD2855  PID         -  JD2855
 JD2855  STATE/COUNTY-  MO/BOONE
 JD2855  USGS QUAD   -  COLUMBIA (1981)
 JD2855
 JD2855                         *CURRENT SURVEY CONTROL
 JD2855  ___________________________________________________________________
 JD2855* NAD 83(1997)-  38 54 35.01463(N)    092 20 06.67534(W)     ADJUSTED  
 JD2855* NAVD 88     -       228.0    (meters)     748.     (feet)  VERTCON   
 JD2855  ___________________________________________________________________
 JD2855  X           -    -202,495.822 (meters)                     COMP
 JD2855  Y           -  -4,965,652.929 (meters)                     COMP
 JD2855  Z           -   3,984,646.399 (meters)                     COMP
 JD2855  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 JD2855  ELLIP HEIGHT-         195.30  (meters)          (02/17/00) GPS OBS
 JD2855  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD2855
 JD2855  HORZ ORDER  -  FIRST
 JD2855  ELLP ORDER  -  FOURTH    CLASS I
 JD2855
 JD2855.The horizontal coordinates were established by GPS observations
 JD2855.and adjusted by the National Geodetic Survey in February 2000..
 JD2855
 JD2855.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2855
 JD2855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2855
 JD2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2855
 JD2855.The ellipsoidal height was determined by GPS observations
 JD2855.and is referenced to NAD 83.
 JD2855
 JD2855.The geoid height was determined by GEOID03.
 JD2855
 JD2855;                    North         East     Units Scale Factor Converg.
 JD2855;SPC MO C     -   341,422.673   514,294.281   MT  0.99993585   +0 06 12.7
 JD2855;UTM  15      - 4,306,968.934   557,640.627   MT  0.99964091   +0 25 03.3
 JD2855
 JD2855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2855!SPC MO C     -   0.99996936  x   0.99993585  =   0.99990521
 JD2855!UTM  15      -   0.99996936  x   0.99964091  =   0.99961028
 JD2855
 JD2855                          SUPERSEDED SURVEY CONTROL
 JD2855
 JD2855  NAD 83(1986)-  38 54 35.02327(N)    092 20 06.67980(W) AD(       ) 1
 JD2855  NGVD 29 (09/27/93)  228.0    (m)          748.     (f) GPS OBS        
 JD2855
 JD2855.Superseded values are not recommended for survey control.
 JD2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2855.See file dsdata.txt to determine how the superseded data were derived.
 JD2855
 JD2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5764106969(NAD 83)
 JD2855_MARKER: DD = SURVEY DISK
 JD2855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2855_SP_SET: CONCRETE POST
 JD2855_STAMPING: BO-27 1992
 JD2855_MARK LOGO: MODNR 
 JD2855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2855+STABILITY: SURFACE MOTION
 JD2855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2855+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2855
 JD2855  HISTORY     - Date     Condition        Report By
 JD2855  HISTORY     - 1992     MONUMENTED       MODNR
 JD2855
 JD2855                          STATION DESCRIPTION
 JD2855
 JD2855'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2855'DATE OF REPORT 11-30-1992
 JD2855'STATION BO-27
 JD2855'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2855'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-27 1992--
 JD2855'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2855'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-27U 1992--SET IN A MASS OF
 JD2855'CONCRETE.  THE STATION IS 1.8 MI (2.9 KM) SOUTH OF MEMORIAL STADIUM,
 JD2855'1.95 MI (3.14 KM) SOUTH OF THE MO. RTE. 740 AND MO. RTE. 163
 JD2855'INTERSECTION, AND 75 FT (22.9 M) SOUTHWEST OF THE MO. RTE. 163 AND
 JD2855'MO. RTE. AC INTERSECTION, 61.0 FT (18.6 M) EAST OF THE CENTERLINE OF
 JD2855'AN OUTER ROAD, 175 FT (53.3 M) SOUTH OF NIPHONG BLVD., 117.45 FT
 JD2855'(35.80 M) SOUTHWEST OF A YIELD SIGN, 63.4 FT (19.3 M) WEST OF THE
 JD2855'PAVEMENT EDGE OF MO. RTE. 163, 51.8 FT (15.8 M) NORTHWEST OF A MO.
 JD2855'RTE. 163 HIGHWAY SIGN.
 JD2855'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-27A
 JD2855'1992--SET IN A 12 IN. DIAMETER CONCRETE POST. IT IS 33.52 FT (10.22 M)
 JD2855'SOUTH OF A NAIL AND SHINER IN A POWER POLE, 22.2 FT (6.8 M) WEST OF
 JD2855'THE CENTERLINE OF THE WEST OUTER ROAD OF SOUTHBOUND MO. RTE. 163,
 JD2855'34.5 FT (10.5 M) NORTH OF THE CENTERLINE OF AN ENTRANCE ROAD TO
 JD2855'COLUMBIA AREA CAREER CENTER, AND 9.8 FT (3.0 M) NORTHEAST OF THE NW
 JD2855'BOLT AT THE BASE OF A FIRE HYDRANT.
 JD2855'STATION AND AZIMUTH MARK TO REACH
 JD2855'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND OLD
 JD2855'63, GO NORTH AND WEST ON OLD 63 FOR .10 MI (0.16 KM) TO MO. ROUTE AC
 JD2855'(NIPHONG BLVD.).  TURN LEFT AND GO SOUTH AND WEST ON MO. ROUTE AC FOR
 JD2855'2.15 MI (3.46 KM) TO MO. ROUTE 163.    CONTINUE WEST THROUGH
 JD2855'INTERSECTION 200 FT (61.0 M) TO THE WEST OUTER ROAD.  TURN LEFT AND
 JD2855'GO SOUTH ON WEST OUTER ROAD FOR 175 FT (53.3 M) TO THE STATION ON
 JD2855'THE LEFT AS DESCRIBED.
 JD2855'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON OUTER ROAD FOR
 JD2855'.40 MI (0.64 KM) TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2856 ***********************************************************************
 JD2856  DESIGNATION -  BO 28
 JD2856  PID         -  JD2856
 JD2856  STATE/COUNTY-  MO/BOONE
 JD2856  USGS QUAD   -  COLUMBIA (1981)
 JD2856
 JD2856                         *CURRENT SURVEY CONTROL
 JD2856  ___________________________________________________________________
 JD2856* NAD 83(1997)-  38 53 02.88890(N)    092 19 53.22251(W)     ADJUSTED  
 JD2856* NAVD 88     -       227.3    (meters)     746.     (feet)  VERTCON   
 JD2856  ___________________________________________________________________
 JD2856  X           -    -202,244.504 (meters)                     COMP
 JD2856  Y           -  -4,967,448.006 (meters)                     COMP
 JD2856  Z           -   3,982,434.887 (meters)                     COMP
 JD2856  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 JD2856  ELLIP HEIGHT-         194.59  (meters)          (02/17/00) GPS OBS
 JD2856  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2856
 JD2856  HORZ ORDER  -  FIRST
 JD2856  ELLP ORDER  -  FOURTH    CLASS I
 JD2856
 JD2856.The horizontal coordinates were established by GPS observations
 JD2856.and adjusted by the National Geodetic Survey in February 2000..
 JD2856
 JD2856.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2856
 JD2856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2856
 JD2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2856
 JD2856.The ellipsoidal height was determined by GPS observations
 JD2856.and is referenced to NAD 83.
 JD2856
 JD2856.The geoid height was determined by GEOID03.
 JD2856
 JD2856;                    North         East     Units Scale Factor Converg.
 JD2856;SPC MO C     -   338,582.562   514,623.632   MT  0.99993597   +0 06 20.9
 JD2856;UTM  15      - 4,304,131.508   557,985.435   MT  0.99964140   +0 25 10.9
 JD2856
 JD2856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2856!SPC MO C     -   0.99996947  x   0.99993597  =   0.99990544
 JD2856!UTM  15      -   0.99996947  x   0.99964140  =   0.99961088
 JD2856
 JD2856                          SUPERSEDED SURVEY CONTROL
 JD2856
 JD2856  NAD 83(1986)-  38 53 02.89758(N)    092 19 53.22686(W) AD(       ) 1
 JD2856  NGVD 29 (09/27/93)  227.2    (m)          745.     (f) GPS OBS        
 JD2856
 JD2856.Superseded values are not recommended for survey control.
 JD2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2856.See file dsdata.txt to determine how the superseded data were derived.
 JD2856
 JD2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5798504132(NAD 83)
 JD2856_MARKER: DD = SURVEY DISK
 JD2856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2856_SP_SET: CONCRETE POST
 JD2856_STAMPING: BO-28 1992
 JD2856_MARK LOGO: MODNR 
 JD2856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2856+STABILITY: SURFACE MOTION
 JD2856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2856+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2856
 JD2856  HISTORY     - Date     Condition        Report By
 JD2856  HISTORY     - 1992     MONUMENTED       MODNR
 JD2856
 JD2856                          STATION DESCRIPTION
 JD2856
 JD2856'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2856'DATE OF REPORT 11-30-1992
 JD2856'STATION BO-28
 JD2856'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2856'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-28 1992--
 JD2856'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2856'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-28U 1992--SET IN A MASS OF
 JD2856'CONCRETE.  THE STATION IS APPROXIMATELY 0.85 MI (1.37 KM) SOUTHEAST
 JD2856'OF THE MO. RTE. 163 AND MO. RTE. K INTERSECTION, 1.8 MI (2.9 KM)
 JD2856'SOUTHEAST OF THE MO. RTE. 163 AND MO. RTE. AC INTERSECTION, 3.7 MI
 JD2856'(6.0 KM) WEST OF THE (KOMU) TV TOWERS, 30.5 FT (9.3 M) SOUTHEAST OF
 JD2856'THE CENTERLINE OF THE ROCK BRIDGE MEMORIAL STATE PARK ENTRANCE, 24.24
 JD2856'FT (7.39 M) SOUTHWEST OF A NAIL AND SHINER IN A STATE PARK SIGN, 47.6
 JD2856'FT (14.5 M) SOUTHWEST OF THE CENTERLINE OF MO. RTE. 163, 28.2 FT
 JD2856'(8.6 M) NORTHWEST OF A WATER VALVE, 87.36 FT (26.63 M) SOUTHEAST OF A
 JD2856'PIN OAK TREE.
 JD2856'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-28A
 JD2856'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 1.0 MI (1.6 KM)
 JD2856'SOUTHEAST OF THE MO. RTE. 163 AND MO. RTE. K INTERSECTION, IN SECTION
 JD2856'1, T47N, R13W, 48.3 FT (14.7 M) SOUTHEAST OF A 12 INCH CEDAR TREE,
 JD2856'95.6 FT (29.1 M) SOUTHWEST OF A LOG CABIN, WEST OF A BUSH, 10.8 FT
 JD2856'(3.3 M) NORTHEAST OF THE CENTERLINE OF THE PARK OFFICE ROAD, 31.8 FT
 JD2856'(9.7 M) EAST OF A PARK OFFICE SIGN, 4.0 FT (1.2 M) NORTH OF THE
 JD2856'PAVEMENT EDGE.
 JD2856'STATION AND AZIMUTH MARK TO REACH
 JD2856'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND OLD
 JD2856'HIGHWAY 63, GO NORTH AND WEST ON OLD HIGHWAY 63 FOR .10 MI (0.16 KM)
 JD2856'TO NIPHONG BLVD. (MO. RTE. AC) TURN LEFT AND GO SOUTH AND WEST ON
 JD2856'NIPHONG BLVD. FOR 2.10 MI (3.38 KM) TO MO. ROUTE 163. TURN LEFT AND
 JD2856'GO SOUTH ON MO.  ROUTE 163 FOR 1.20 MI (1.93 KM) TO MO. ROUTE K.
 JD2856'CONTINUE ON MO. ROUTE 163 FOR .80 MI (1.29 KM) TO THE ENTRANCE TO
 JD2856'ROCK BRIDGE MEMORIAL PARK ON THE RIGHT.  TURN INTO DRIVEWAY AND STOP
 JD2856'AND THE STATION IS ON THE LEFT AS DESCRIBED.
 JD2856'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON ROCK BRIDGE
 JD2856'MEMORIAL PARK DRIVEWAY FOR .20 MI (0.32 KM) AND THE AZIMUTH MARK ON
 JD2856'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2857 ***********************************************************************
 JD2857  DESIGNATION -  BO 29
 JD2857  PID         -  JD2857
 JD2857  STATE/COUNTY-  MO/BOONE
 JD2857  USGS QUAD   -  HUNTSDALE (1985)
 JD2857
 JD2857                         *CURRENT SURVEY CONTROL
 JD2857  ___________________________________________________________________
 JD2857* NAD 83(1997)-  38 56 21.80897(N)    092 23 58.76458(W)     ADJUSTED  
 JD2857* NAVD 88     -       194.0    (meters)     636.     (feet)  VERTCON   
 JD2857  ___________________________________________________________________
 JD2857  X           -    -207,995.300 (meters)                     COMP
 JD2857  Y           -  -4,963,328.047 (meters)                     COMP
 JD2857  Z           -   3,987,187.096 (meters)                     COMP
 JD2857  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 JD2857  ELLIP HEIGHT-         161.19  (meters)          (02/17/00) GPS OBS
 JD2857  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JD2857
 JD2857  HORZ ORDER  -  FIRST
 JD2857  ELLP ORDER  -  FOURTH    CLASS I
 JD2857
 JD2857.The horizontal coordinates were established by GPS observations
 JD2857.and adjusted by the National Geodetic Survey in February 2000..
 JD2857
 JD2857.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2857
 JD2857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2857
 JD2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2857
 JD2857.The ellipsoidal height was determined by GPS observations
 JD2857.and is referenced to NAD 83.
 JD2857
 JD2857.The geoid height was determined by GEOID03.
 JD2857
 JD2857;                    North         East     Units Scale Factor Converg.
 JD2857;SPC MO C     -   344,707.570   508,699.200   MT  0.99993426   +0 03 47.0
 JD2857;UTM  15      - 4,310,222.134   552,029.291   MT  0.99963333   +0 22 38.4
 JD2857
 JD2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2857!SPC MO C     -   0.99997471  x   0.99993426  =   0.99990897
 JD2857!UTM  15      -   0.99997471  x   0.99963333  =   0.99960805
 JD2857
 JD2857                          SUPERSEDED SURVEY CONTROL
 JD2857
 JD2857  NAD 83(1986)-  38 56 21.81747(N)    092 23 58.76886(W) AD(       ) 1
 JD2857  NGVD 29 (09/27/93)  193.9    (m)          636.     (f) GPS OBS        
 JD2857
 JD2857.Superseded values are not recommended for survey control.
 JD2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2857.See file dsdata.txt to determine how the superseded data were derived.
 JD2857
 JD2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5202910222(NAD 83)
 JD2857_MARKER: DD = SURVEY DISK
 JD2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2857_SP_SET: CONCRETE POST
 JD2857_STAMPING: BO-29 1992
 JD2857_MARK LOGO: MODNR 
 JD2857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2857+STABILITY: SURFACE MOTION
 JD2857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2857+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2857
 JD2857  HISTORY     - Date     Condition        Report By
 JD2857  HISTORY     - 1992     MONUMENTED       MODNR
 JD2857
 JD2857                          STATION DESCRIPTION
 JD2857
 JD2857'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2857'DATE OF REPORT 11-30-1992
 JD2857'STATION BO-29
 JD2857'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2857'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-29 1992--
 JD2857'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2857'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-29U 1992--SET IN A MASS OF
 JD2857'CONCRETE.  THE STATION IS 3.0 MI (4.8 KM) SOUTHEAST OF THE I-70 AND
 JD2857'U.S. HWY. 40 INTERSECTION, 1.25 MI (2.01 KM) WEST OF COLUMBIA MO,
 JD2857'4.70 FT (1.43 M) NORTHEAST OF A NAIL AND SHINER IN A STOP SIGN,
 JD2857'89.07 FT (27.15 M) NORTHEAST OF A NAIL AND SHINER IN A POWER POLE,
 JD2857'24.0 FT (7.3 M) WEST OF THE CENTERLINE OF MO. HWY. TT, 34.5 FT
 JD2857'(10.5 M) SOUTH OF THE CENTERLINE OF GEORGETOWN DRIVE, 40.85 FT
 JD2857'(12.45 M) SOUTHEAST OF THE TOP SCREW IN A COVER PLATE ON A LAMP POST.
 JD2857'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-29A
 JD2857'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 3.5 MI (5.6 KM)
 JD2857'SOUTHEAST OF THE I-70 AND U.S. HWY. 40 INTERSECTION, 1.50 MI
 JD2857'(2.41 KM) WEST OF COLUMBIA MO IN SECTION 21, T48N, R13W, 25.0 FT
 JD2857'(7.6 M) EAST OF THE CENTERLINE OF MO. ROUTE TT, 35.75 FT (10.90 M)
 JD2857'NORTH OF A NAIL AND SHINER IN A POWER POLE, 6.0 FT (1.8 M) WEST OF A
 JD2857'PASTURE FENCE, 12.2 FT (3.7 M) SOUTHWEST OF A STEEL FENCE POST, 14.0
 JD2857'FT (4.3 M) EAST OF THE EDGE OF PAVEMENT.
 JD2857'STATION AND AZIMUTH MARK TO REACH
 JD2857'TO REACH THE STATION FROM I-70, U.S. 40, AND MO. 740, GO SOUTH 1.0 MI
 JD2857'(1.6 KM) TO MO. ROUTE TT, TURN RIGHT ON TT AND GO WEST FOR 2.6 MI
 JD2857'(4.2 KM) TO GEORGETOWN SUBDIVISIONS SOUTH DRIVE AND STATION ON THE
 JD2857'RIGHT AS DESCRIBED.
 JD2857'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON MO.
 JD2857'ROUTE TT (BROADWAY) .50 MI (0.80 KM) TO THE AZIMUTH MARK ON THE LEFT
 JD2857'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2858 ***********************************************************************
 JD2858  DESIGNATION -  BO 30
 JD2858  PID         -  JD2858
 JD2858  STATE/COUNTY-  MO/BOONE
 JD2858  USGS QUAD   -  HUNTSDALE (1985)
 JD2858
 JD2858                         *CURRENT SURVEY CONTROL
 JD2858  ___________________________________________________________________
 JD2858* NAD 83(1997)-  38 56 15.64109(N)    092 26 56.78475(W)     ADJUSTED  
 JD2858* NAVD 88     -       220.8    (meters)     724.     (feet)  VERTCON   
 JD2858  ___________________________________________________________________
 JD2858  X           -    -212,284.901 (meters)                     COMP
 JD2858  Y           -  -4,963,286.944 (meters)                     COMP
 JD2858  Z           -   3,987,055.993 (meters)                     COMP
 JD2858  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 JD2858  ELLIP HEIGHT-         187.99  (meters)          (02/17/00) GPS OBS
 JD2858  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JD2858
 JD2858  HORZ ORDER  -  FIRST
 JD2858  ELLP ORDER  -  FOURTH    CLASS I
 JD2858
 JD2858.The horizontal coordinates were established by GPS observations
 JD2858.and adjusted by the National Geodetic Survey in February 2000..
 JD2858
 JD2858.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2858
 JD2858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2858
 JD2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2858
 JD2858.The ellipsoidal height was determined by GPS observations
 JD2858.and is referenced to NAD 83.
 JD2858
 JD2858.The geoid height was determined by GEOID03.
 JD2858
 JD2858;                    North         East     Units Scale Factor Converg.
 JD2858;SPC MO C     -   344,513.826   504,412.259   MT  0.99993357   +0 01 55.1
 JD2858;UTM  15      - 4,310,004.946   547,744.777   MT  0.99962807   +0 20 46.4
 JD2858
 JD2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2858!SPC MO C     -   0.99997051  x   0.99993357  =   0.99990408
 JD2858!UTM  15      -   0.99997051  x   0.99962807  =   0.99959859
 JD2858
 JD2858                          SUPERSEDED SURVEY CONTROL
 JD2858
 JD2858  NAD 83(1986)-  38 56 15.64966(N)    092 26 56.78894(W) AD(       ) 1
 JD2858  NGVD 29 (09/27/93)  220.8    (m)          724.     (f) GPS OBS        
 JD2858
 JD2858.Superseded values are not recommended for survey control.
 JD2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2858.See file dsdata.txt to determine how the superseded data were derived.
 JD2858
 JD2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4774510005(NAD 83)
 JD2858_MARKER: DD = SURVEY DISK
 JD2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2858_SP_SET: CONCRETE POST
 JD2858_STAMPING: BO-30 1992
 JD2858_MARK LOGO: MODNR 
 JD2858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2858+STABILITY: SURFACE MOTION
 JD2858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2858+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2858
 JD2858  HISTORY     - Date     Condition        Report By
 JD2858  HISTORY     - 1992     MONUMENTED       MODNR
 JD2858
 JD2858                          STATION DESCRIPTION
 JD2858
 JD2858'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2858'DATE OF REPORT 11-30-1992
 JD2858'STATION BO-30
 JD2858'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2858'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-30 1992--
 JD2858'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION SI A
 JD2858'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-30U 1992--SET IN A MASS OF
 JD2858'CONCRETE.  THE STATION IS 2.6 MI (4.2 KM) SOUTHWEST OF THE I-70 AND
 JD2858'U.S. HWY. 40 INTERSECTION, 3.8 MI (6.1 KM) WEST OF COLUMBIA MO, 18.8
 JD2858'FT (5.7 M) SOUTHEAST IN A CABLE GATE POST, 4.45 FT (1.36 M) SOUTH
 JD2858'OF A NAIL AND SHINER IN A WOODEN POST, 20.0 FT (6.1 M) EAST OF THE
 JD2858'CENTERLINE OF A DRIVE, 31.6 FT (9.6 M) NORTH OF THE CENTERLINE OF
 JD2858'MO. ROUTE UU, 98.5 FT (30.0 M) EAST OF A R/W MARKER.
 JD2858'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-30A
 JD2858'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 2.6 MI (4.2 KM)
 JD2858'SOUTHWEST OF THE I-70 AND U.S. HWY. 40 INTERSECTION, 4.0 MI (6.4 KM)
 JD2858'WEST OF COLUMBIA MO, 24.0 FT (7.3 M) SOUTH OF THE CENTERLINE OF MO.
 JD2858'ROUTE UU, 10.25 FT (3.12 M) NORTHEAST OF A NAIL AND SHINER IN A
 JD2858'BRACE POST, 6.1 FT (1.9 M) N OF A 4 X 6 INCH FENCE POST FACE, 26.5
 JD2858'FT (8.1 M) NW OF A 10 INCH PINE, 101 FT (30.8 M) WEST OF A
 JD2858'TELEPHONE POLE, 119.8 FT (36.5 M) WEST OF THE CENTERLINE OF A
 JD2858'DRIVEWAY.
 JD2858'STATION AND AZIMUTH MARK TO REACH
 JD2858'TO REACH THE STATION FROM THE INTERSECTION OF I-70, U.S. HWY. 40, MO.
 JD2858'HWY. 240 AND MO. HWY. U, GO SOUTH AND WEST ON MO. HWY. U, GO SOUTH
 JD2858'AND WEST ON MO. HWY. UU FOR 3.15 MI (5.07 KM) TO THE STATION ON THE
 JD2858'RIGHT AS DESCRIBED.
 JD2858'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON MO. HWY.
 JD2858'UU .35 MI (0.56 KM) TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2859 ***********************************************************************
 JD2859  DESIGNATION -  BO 31
 JD2859  PID         -  JD2859
 JD2859  STATE/COUNTY-  MO/BOONE
 JD2859  USGS QUAD   -  HUNTSDALE (1985)
 JD2859
 JD2859                         *CURRENT SURVEY CONTROL
 JD2859  ___________________________________________________________________
 JD2859* NAD 83(1997)-  38 57 34.67568(N)    092 28 09.56552(W)     ADJUSTED  
 JD2859* NAVD 88     -       234.9    (meters)     771.     (feet)  VERTCON   
 JD2859  ___________________________________________________________________
 JD2859  X           -    -213,970.652 (meters)                     COMP
 JD2859  Y           -  -4,961,692.000 (meters)                     COMP
 JD2859  Z           -   3,988,960.388 (meters)                     COMP
 JD2859  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 JD2859  ELLIP HEIGHT-         202.13  (meters)          (02/17/00) GPS OBS
 JD2859  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JD2859
 JD2859  HORZ ORDER  -  FIRST
 JD2859  ELLP ORDER  -  FOURTH    CLASS I
 JD2859
 JD2859.The horizontal coordinates were established by GPS observations
 JD2859.and adjusted by the National Geodetic Survey in February 2000..
 JD2859
 JD2859.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2859
 JD2859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2859
 JD2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2859
 JD2859.The ellipsoidal height was determined by GPS observations
 JD2859.and is referenced to NAD 83.
 JD2859
 JD2859.The geoid height was determined by GEOID03.
 JD2859
 JD2859;                    North         East     Units Scale Factor Converg.
 JD2859;SPC MO C     -   346,950.097   502,658.705   MT  0.99993342   +0 01 09.4
 JD2859;UTM  15      - 4,312,430.818   545,978.425   MT  0.99962603   +0 20 01.3
 JD2859
 JD2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2859!SPC MO C     -   0.99996829  x   0.99993342  =   0.99990171
 JD2859!UTM  15      -   0.99996829  x   0.99962603  =   0.99959433
 JD2859
 JD2859                          SUPERSEDED SURVEY CONTROL
 JD2859
 JD2859  NAD 83(1986)-  38 57 34.68424(N)    092 28 09.56968(W) AD(       ) 1
 JD2859  NGVD 29 (09/27/93)  234.9    (m)          771.     (f) GPS OBS        
 JD2859
 JD2859.Superseded values are not recommended for survey control.
 JD2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2859.See file dsdata.txt to determine how the superseded data were derived.
 JD2859
 JD2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4597812431(NAD 83)
 JD2859_MARKER: DD = SURVEY DISK
 JD2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2859_SP_SET: CONCRETE POST
 JD2859_STAMPING: BO-31 1992
 JD2859_MARK LOGO: MODNR 
 JD2859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2859+STABILITY: SURFACE MOTION
 JD2859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2859+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2859
 JD2859  HISTORY     - Date     Condition        Report By
 JD2859  HISTORY     - 1992     MONUMENTED       MODNR
 JD2859
 JD2859                          STATION DESCRIPTION
 JD2859
 JD2859'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2859'DATE OF REPORT 11-30-1992
 JD2859'STATION BO-31
 JD2859'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2859'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-31 1992--
 JD2859'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2859'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-31U 1992--SET IN A MASS OF
 JD2859'CONCRETE.  THE STATION IS 2.0 MI (3.2 KM) SOUTHWEST OF THE I-70 AND
 JD2859'U.S. HWY. 40 INTERSECTION, 4.75 MI (7.64 KM) WEST OF COLUMBIA MO,
 JD2859'44.45 FT (13.55 M) SOUTHEAST OF A FENCE POST, 37.5 FT (11.4 M)
 JD2859'SOUTH OF A FENCE POST, 47.2 FT (14.4 M) SOUTHWEST OF A FENCE POST, 6
 JD2859'FT (1.8 M) SOUTH OF THE SOUTH EDGE OF ROAD, 16.0 FT (4.9 M) SOUTH
 JD2859'OF THE CENTERLINE OF WEHMEYER ROAD.
 JD2859'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-31A
 JD2859'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 2.0 MI (3.2 KM)
 JD2859'SOUTHWEST OF THE I-70 AND U.S. HWY. 40 INTERSECTION, 4.75 MI
 JD2859'(7.64 KM) WEST OF THE CITY OF COLUMBIA MO, IN SECTION 14, T48N, R14W,
 JD2859'42.3 FT (12.9 M) WEST OF A DRIVEWAY FOR THE WEHMEYERS RESIDENCE,
 JD2859'10.3 FT (3.1 M) WEST OF A MAILBOX 246, 14.9 FT (4.5 M) SOUTH OF
 JD2859'THE CENTERLINE OF WEHMEYER ROAD, 40.25 FT (12.27 M) EAST OF A NAIL
 JD2859'AND SHINER IN A CORNER POST, 5.0 FT (1.5 M) SOUTH OF THE SOUTH EDGE
 JD2859'OF ROAD.
 JD2859'STATION AND AZIMUTH MARK TO REACH
 JD2859'TO REACH THE STATION FROM I-70 AT EXIT 117, MO. HWY. O AND MO. HWY. J,
 JD2859'GO SOUTH ON MO. HWY. 0 FOR .05 MI (0.08 KM) TO SONTAG ROAD. TURN LEFT
 JD2859'AND GO EAST ON SONTAG ROAD FOR 1.00 MI (1.61 KM) TO DOMETRORCH ROAD.
 JD2859'TURN RIGHT AND GO SOUTH ON SONTAG ROAD .90 MI (1.45 KM) TO WEHMEYER
 JD2859'ROAD.  TURN LEFT AND GO EAST ON WEHMEYER ROAD .45 MI (0.72 KM) TO THE
 JD2859'STATION ON THE RIGHT AS DESCRIBED.
 JD2859'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON WEHMEYER
 JD2859'ROAD .25 MI (0.40 KM) TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2860 ***********************************************************************
 JD2860  DESIGNATION -  BO 32
 JD2860  PID         -  JD2860
 JD2860  STATE/COUNTY-  MO/BOONE
 JD2860  USGS QUAD   -  HUNTSDALE (1985)
 JD2860
 JD2860                         *CURRENT SURVEY CONTROL
 JD2860  ___________________________________________________________________
 JD2860* NAD 83(1997)-  38 54 38.18599(N)    092 26 30.71811(W)     ADJUSTED  
 JD2860* NAVD 88     -       212.4    (meters)     697.     (feet)  VERTCON   
 JD2860  ___________________________________________________________________
 JD2860  X           -    -211,737.836 (meters)                     COMP
 JD2860  Y           -  -4,965,193.688 (meters)                     COMP
 JD2860  Z           -   3,984,712.613 (meters)                     COMP
 JD2860  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 JD2860  ELLIP HEIGHT-         179.56  (meters)          (02/17/00) GPS OBS
 JD2860  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JD2860
 JD2860  HORZ ORDER  -  FIRST
 JD2860  ELLP ORDER  -  FOURTH    CLASS I
 JD2860
 JD2860.The horizontal coordinates were established by GPS observations
 JD2860.and adjusted by the National Geodetic Survey in February 2000..
 JD2860
 JD2860.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2860
 JD2860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2860
 JD2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2860
 JD2860.The ellipsoidal height was determined by GPS observations
 JD2860.and is referenced to NAD 83.
 JD2860
 JD2860.The geoid height was determined by GEOID03.
 JD2860
 JD2860;                    North         East     Units Scale Factor Converg.
 JD2860;SPC MO C     -   341,509.155   505,041.922   MT  0.99993365   +0 02 11.5
 JD2860;UTM  15      - 4,307,004.690   548,390.707   MT  0.99962883   +0 21 02.1
 JD2860
 JD2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2860!SPC MO C     -   0.99997183  x   0.99993365  =   0.99990548
 JD2860!UTM  15      -   0.99997183  x   0.99962883  =   0.99960067
 JD2860
 JD2860                          SUPERSEDED SURVEY CONTROL
 JD2860
 JD2860  NAD 83(1986)-  38 54 38.19460(N)    092 26 30.72232(W) AD(       ) 1
 JD2860  NGVD 29 (09/27/93)  212.3    (m)          697.     (f) GPS OBS        
 JD2860
 JD2860.Superseded values are not recommended for survey control.
 JD2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2860.See file dsdata.txt to determine how the superseded data were derived.
 JD2860
 JD2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4839107005(NAD 83)
 JD2860_MARKER: DD = SURVEY DISK
 JD2860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2860_SP_SET: CONCRETE POST
 JD2860_STAMPING: BO-32 1992
 JD2860_MARK LOGO: MODNR 
 JD2860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2860+STABILITY: SURFACE MOTION
 JD2860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2860+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2860
 JD2860  HISTORY     - Date     Condition        Report By
 JD2860  HISTORY     - 1992     MONUMENTED       MODNR
 JD2860
 JD2860                          STATION DESCRIPTION
 JD2860
 JD2860'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2860'DATE OF REPORT 11-30-1992
 JD2860'STATION  BO-32
 JD2860'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2860'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-32 1992--
 JD2860'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2860'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-32U 1992--SET IN A MASS OF
 JD2860'CONCRETE.  THE STATION IS ABOUT 3 MI (4.8 KM) SOUTHEAST OF COLUMBIA
 JD2860'MO AND 2 MI (3.2 KM) NORTH OF MCBAINE.  IT IS 13.0 FT (4.0 M)
 JD2860'NORTHWEST OF THE CENTERLINE OF COATS LANE, 3.0 FT (0.9 M) NW EDGE OF
 JD2860'ROAD, 23.0 FT (7.0 M) NORTHEAST OF A FIELD ENTRANCE, AND 285 FT
 JD2860'(86.9 M) SOUTHWEST OF A DRIVEWAY TO HOUSE 4316.
 JD2860'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-32A
 JD2860'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS ABOUT .15 MI
 JD2860'(0.24 KM) NORTHEAST OF THE STATION ON THE SOUTHEAST SIDE OF COATS
 JD2860'LANE IN THE NW 1/4 OF SECTION 31, T48N, R13W.  IT IS 2.15 FT
 JD2860'(0.66 M) NORTHWEST OF A FENCE, 24.0 FT (7.3 M) SOUTHEAST OF THE
 JD2860'CENTERLINE OF COATS LANE, 17.0 FT (5.2 M) SOUTHEAST OF THE EDGE OF
 JD2860'ROAD, AND 13.12 FT (4.00 M) SOUTHWEST OF A NAIL AND SHINER IN A
 JD2860'FENCE POST.
 JD2860'STATION AND AZIMUTH MARK TO REACH
 JD2860'TO REACH THE STATION FROM THE JUNCTION OF I-70 AND U.S. HWY. 40, MO.
 JD2860'HWY. 24, UU (EXIT 121) GO SOUTH AND EAST ON UU, 70, 40 FOR .25 MI
 JD2860'(0.40 KM) TO T INTERSECTION WITH UU TURNING SOUTH.  TURN RIGHT AND GO
 JD2860'SOUTH ON UU FOR 3.0 MI (4.8 KM) TO Y INTERSECTION WITH GILLESPIE
 JD2860'BRIDGE ROAD.  TURN LEFT (SOUTHEASTERLY) ON GILLESPIE BRIDGE ROAD FOR
 JD2860'1.00 MI (1.61 KM) TO T INTERSECTION WITH COATS LANE. TURN RIGHT ON
 JD2860'COATS LANE FOR 2.00 MI (3.22 KM) AND STATION ON RIGHT AS DESCRIBED.
 JD2860'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ON COATS
 JD2860'LANE FOR .25 MI (0.40 KM) AND MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2861 ***********************************************************************
 JD2861  DESIGNATION -  BO 33
 JD2861  PID         -  JD2861
 JD2861  STATE/COUNTY-  MO/BOONE
 JD2861  USGS QUAD   -  HUNTSDALE (1985)
 JD2861
 JD2861                         *CURRENT SURVEY CONTROL
 JD2861  ___________________________________________________________________
 JD2861* NAD 83(1997)-  38 53 08.47971(N)    092 24 08.10492(W)     ADJUSTED  
 JD2861* NAVD 88     -       227.7    (meters)     747.     (feet)  VERTCON   
 JD2861  ___________________________________________________________________
 JD2861  X           -    -208,378.122 (meters)                     COMP
 JD2861  Y           -  -4,967,086.451 (meters)                     COMP
 JD2861  Z           -   3,982,569.325 (meters)                     COMP
 JD2861  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 JD2861  ELLIP HEIGHT-         194.96  (meters)          (02/17/00) GPS OBS
 JD2861  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD2861
 JD2861  HORZ ORDER  -  FIRST
 JD2861  ELLP ORDER  -  FOURTH    CLASS I
 JD2861
 JD2861.The horizontal coordinates were established by GPS observations
 JD2861.and adjusted by the National Geodetic Survey in February 2000..
 JD2861
 JD2861.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2861
 JD2861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2861
 JD2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2861
 JD2861.The ellipsoidal height was determined by GPS observations
 JD2861.and is referenced to NAD 83.
 JD2861
 JD2861.The geoid height was determined by GEOID03.
 JD2861
 JD2861;                    North         East     Units Scale Factor Converg.
 JD2861;SPC MO C     -   338,745.994   508,480.656   MT  0.99993422   +0 03 40.9
 JD2861;UTM  15      - 4,304,261.245   551,843.485   MT  0.99963310   +0 22 30.9
 JD2861
 JD2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2861!SPC MO C     -   0.99996941  x   0.99993422  =   0.99990363
 JD2861!UTM  15      -   0.99996941  x   0.99963310  =   0.99960252
 JD2861
 JD2861                          SUPERSEDED SURVEY CONTROL
 JD2861
 JD2861  NAD 83(1986)-  38 53 08.48833(N)    092 24 08.10921(W) AD(       ) 1
 JD2861  NGVD 29 (09/27/93)  227.7    (m)          747.     (f) GPS OBS        
 JD2861
 JD2861.Superseded values are not recommended for survey control.
 JD2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2861.See file dsdata.txt to determine how the superseded data were derived.
 JD2861
 JD2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5184304261(NAD 83)
 JD2861_MARKER: DD = SURVEY DISK
 JD2861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2861_SP_SET: CONCRETE POST
 JD2861_STAMPING: BO-33 1992
 JD2861_MARK LOGO: MODNR 
 JD2861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2861+STABILITY: SURFACE MOTION
 JD2861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2861+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2861
 JD2861  HISTORY     - Date     Condition        Report By
 JD2861  HISTORY     - 1992     MONUMENTED       MODNR
 JD2861
 JD2861                          STATION DESCRIPTION
 JD2861
 JD2861'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2861'DATE OF REPORT 11-30-1992
 JD2861'STATION BO-33
 JD2861'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2861'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-33 1992--
 JD2861'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2861'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-33U 1992--SET IN A MASS OF
 JD2861'CONCRETE.  THE STATION IS ABOUT 5.0 MI (8.0 KM) SOUTH OF COLUMBIA MO
 JD2861'AND 2 MI (3.2 KM) EAST OF MCBAINE.  IT IS 23.0 FT (7.0 M) SOUTH OF
 JD2861'THE CENTERLINE OF OLD MILL CREEK RD., 25.0 FT (7.6 M) WEST OF THE
 JD2861'CENTERLINE OF A DRIVEWAY, 36.8 FT (11.2 M) WEST-NORTHWEST OF A
 JD2861'STEEL PIPE CORNER POST SET IN CONCRETE, 8.12 FT (2.47 M) NORTH OF A
 JD2861'NAIL AND SHINER IN A WOODEN CORNER POST, 16.42 FT (5.00 M)
 JD2861'EAST-NORTHEAST OF A TELEPHONE RISER AND 13.5 FT (4.1 M) SOUTH EDGE OF
 JD2861'PAVEMENT.
 JD2861'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-33A
 JD2861'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS ABOUT 0.7 MI
 JD2861'(1.1 KM) WEST ALONG RTE. KK FROM THE STATION.  IT IS 23.5 FT (7.2 M)
 JD2861'SOUTH OF MO. RTE. KK (OLD MILL CREEK ROAD), 14.0 FT (4.3 M) SOUTH
 JD2861'EDGE OF PAVEMENT, 19.3 FT (5.9 M) WEST OF A 1 INCH CEDAR, 17.7 FT
 JD2861'(5.4 M) EAST-NORTHEAST OF RED RIVER DRIVE SIGN POST, 35.0 FT
 JD2861'(10.7 M) EAST OF THE CENTERLINE OF RED RIVER DRIVE, AND 20.0 FT
 JD2861'(6.1 M) EAST EDGE OF PAVEMENT.
 JD2861'STATION AND AZIMUTH MARK TO REACH
 JD2861'TO REACH THE STATION FROM THE JUNCTION OF MO. HWY. 163 (PROVIDENCE
 JD2861'RD.) AND MO. HWY. 740 (STADIUM BLVD.), GO SOUTH ON MO. 163 FOR 2.30
 JD2861'MI (3.70 KM) TO INTERSECTION WITH AC AND NIFONG BLVD.  TURN RIGHT
 JD2861'(WEST) ON NIFONG BLVD. FOR 2.05 MI (3.30 KM) TO INTERSECTION WITH OLD
 JD2861'MILL CREEK ROAD SOUTH.  GO 1.20 MI (1.93 KM) SOUTH ON OLD MILL CREEK
 JD2861'ROAD TO MO. ROUTE KK. CONTINUE SOUTH ON KK (OLD MILL CREEK ROAD) FOR
 JD2861'1.3 MI (2.1 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 JD2861'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON KK FOR 0.5 MI
 JD2861'(0.8 KM) TO INTERSECTION WITH RED RIVER DRIVE AND STOP.  MARK IS ON
 JD2861'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2862 ***********************************************************************
 JD2862  DESIGNATION -  BO 34
 JD2862  PID         -  JD2862
 JD2862  STATE/COUNTY-  MO/BOONE
 JD2862  USGS QUAD   -  COLUMBIA (1981)
 JD2862
 JD2862                         *CURRENT SURVEY CONTROL
 JD2862  ___________________________________________________________________
 JD2862* NAD 83(1997)-  38 52 32.24757(N)    092 21 57.18124(W)     ADJUSTED  
 JD2862* NAVD 88     -       190.1    (meters)     624.     (feet)  VERTCON   
 JD2862  ___________________________________________________________________
 JD2862  X           -    -205,253.037 (meters)                     COMP
 JD2862  Y           -  -4,967,889.246 (meters)                     COMP
 JD2862  Z           -   3,981,675.963 (meters)                     COMP
 JD2862  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 JD2862  ELLIP HEIGHT-         157.40  (meters)          (02/17/00) GPS OBS
 JD2862  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2862
 JD2862  HORZ ORDER  -  FIRST
 JD2862  ELLP ORDER  -  FOURTH    CLASS I
 JD2862
 JD2862.The horizontal coordinates were established by GPS observations
 JD2862.and adjusted by the National Geodetic Survey in February 2000..
 JD2862
 JD2862.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2862
 JD2862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2862
 JD2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2862
 JD2862.The ellipsoidal height was determined by GPS observations
 JD2862.and is referenced to NAD 83.
 JD2862
 JD2862.The geoid height was determined by GEOID03.
 JD2862
 JD2862;                    North         East     Units Scale Factor Converg.
 JD2862;SPC MO C     -   337,632.785   511,637.554   MT  0.99993500   +0 05 03.0
 JD2862;UTM  15      - 4,303,165.674   555,005.486   MT  0.99963726   +0 23 52.8
 JD2862
 JD2862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2862!SPC MO C     -   0.99997530  x   0.99993500  =   0.99991031
 JD2862!UTM  15      -   0.99997530  x   0.99963726  =   0.99961257
 JD2862
 JD2862                          SUPERSEDED SURVEY CONTROL
 JD2862
 JD2862  NAD 83(1986)-  38 52 32.25623(N)    092 21 57.18556(W) AD(       ) 1
 JD2862  NGVD 29 (09/27/93)  190.1    (m)          624.     (f) GPS OBS        
 JD2862
 JD2862.Superseded values are not recommended for survey control.
 JD2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2862.See file dsdata.txt to determine how the superseded data were derived.
 JD2862
 JD2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5500503166(NAD 83)
 JD2862_MARKER: DD = SURVEY DISK
 JD2862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2862_SP_SET: CONCRETE POST
 JD2862_STAMPING: BO-34 1992
 JD2862_MARK LOGO: MODNR 
 JD2862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2862+STABILITY: SURFACE MOTION
 JD2862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2862+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2862
 JD2862  HISTORY     - Date     Condition        Report By
 JD2862  HISTORY     - 1992     MONUMENTED       MODNR
 JD2862
 JD2862                          STATION DESCRIPTION
 JD2862
 JD2862'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2862'DATE OF REPORT 11-30-1992
 JD2862'STATION  BO-34
 JD2862'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2862'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-34 1992--
 JD2862'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2862'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-34U 1992--SET IN A MASS OF
 JD2862'CONCRETE.  THE STATION IS 6.25 MI (10.06 KM) WEST OF THE U.S. HIGHWAY
 JD2862'63 AND MO. HWY. 163 INTERSECTION, 4.35 MI (7.00 KM) SOUTH OF COLUMBIA
 JD2862'MO, 20.0 FT (6.1 M) SOUTH OF THE CENTERLINE OF MO. RTE. K, 51.0 FT
 JD2862'(15.5 M) EAST OF THE CENTERLINE OF VERMILLION DRIVE, 13.21 FT
 JD2862'(4.03 M) EAST OF A NAIL AND SHINER IN A STOP SIGN, 31.52 FT
 JD2862'(9.61 M) NORTHEAST OF A NAIL AND SHINER IN A TRANSFORMER POLE.
 JD2862'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-34A
 JD2862'1992--SET IN A 12 IN. DIAMETER CONCRETE POST. IT IS 6.25 MI (10.06 KM)
 JD2862'WEST OF THE U.S. HIGHWAY 63 AND MO. HWY. 163 INTERSECTION, 4.50 MI
 JD2862'(7.24 KM) SOUTH OF COLUMBIA MO IN SECTION 10, T47N, R13W, 23.3 FT
 JD2862'(7.1 M) NORTHWEST OF THE CENTERLINE OF MO. ROUTE K, 165 FT (50.3 M)
 JD2862'EAST OF THE DRIVEWAY TO DONS SMALL ENGINE REPAIR, 18.9 FT (5.8 M)
 JD2862'SE OF A NAIL AND SHINER IN AN 8 INCH ELM, 8.0 FT (2.4 M) SOUTHEAST
 JD2862'OF THE HWY. R/W, 55.64 FT (16.96 M) SOUTHWEST OF A NAIL AND SHINER
 JD2862'IN AN 8 INCH ELM, AND 250 FT (76.2 M) SOUTHWEST OF THE ENTRANCE TO
 JD2862'1851, DONS SMALL ENGINE SERVICE.
 JD2862'STATION AND AZIMUTH MARK TO REACH
 JD2862'TO REACH THE STATION FROM THE U.S. HWY. 63 AND MO. HWY. 740
 JD2862'INTERSECTION, GO WEST ON MO. HWY. 740 FOR 2.30 MI (3.70 KM) TO THE
 JD2862'MO. HWY. 163 INTERSECTION.  TURN LEFT AND GO SOUTH ON MO. HWY. 163
 JD2862'FOR 3.25 MI (5.23 KM) TO MO. HWY. K.  CONTINUE SOUTH ON HWY. K FOR
 JD2862'2.3 MI (3.7 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 JD2862'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON MO. HWY.
 JD2862'K FOR .25 MI (0.40 KM) TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2863 ***********************************************************************
 JD2863  DESIGNATION -  BO 35
 JD2863  PID         -  JD2863
 JD2863  STATE/COUNTY-  MO/BOONE
 JD2863  USGS QUAD   -  JAMESTOWN (1969)
 JD2863
 JD2863                         *CURRENT SURVEY CONTROL
 JD2863  ___________________________________________________________________
 JD2863* NAD 83(1997)-  38 51 30.22350(N)    092 24 29.87413(W)     ADJUSTED  
 JD2863* NAVD 88     -       243.9    (meters)     800.     (feet)  VERTCON   
 JD2863  ___________________________________________________________________
 JD2863  X           -    -208,982.782 (meters)                     COMP
 JD2863  Y           -  -4,968,976.911 (meters)                     COMP
 JD2863  Z           -   3,980,220.447 (meters)                     COMP
 JD2863  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 JD2863  ELLIP HEIGHT-         211.12  (meters)          (02/17/00) GPS OBS
 JD2863  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD2863
 JD2863  HORZ ORDER  -  FIRST
 JD2863  ELLP ORDER  -  FOURTH    CLASS I
 JD2863
 JD2863.The horizontal coordinates were established by GPS observations
 JD2863.and adjusted by the National Geodetic Survey in February 2000..
 JD2863
 JD2863.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2863
 JD2863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2863
 JD2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2863
 JD2863.The ellipsoidal height was determined by GPS observations
 JD2863.and is referenced to NAD 83.
 JD2863
 JD2863.The geoid height was determined by GEOID03.
 JD2863
 JD2863;                    North         East     Units Scale Factor Converg.
 JD2863;SPC MO C     -   335,715.728   507,959.062   MT  0.99993411   +0 03 27.1
 JD2863;UTM  15      - 4,301,229.082   551,338.647   MT  0.99963245   +0 22 16.5
 JD2863
 JD2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2863!SPC MO C     -   0.99996688  x   0.99993411  =   0.99990099
 JD2863!UTM  15      -   0.99996688  x   0.99963245  =   0.99959934
 JD2863
 JD2863                          SUPERSEDED SURVEY CONTROL
 JD2863
 JD2863  NAD 83(1986)-  38 51 30.23217(N)    092 24 29.87838(W) AD(       ) 1
 JD2863  NGVD 29 (09/27/93)  243.8    (m)          800.     (f) GPS OBS        
 JD2863
 JD2863.Superseded values are not recommended for survey control.
 JD2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2863.See file dsdata.txt to determine how the superseded data were derived.
 JD2863
 JD2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5133901229(NAD 83)
 JD2863_MARKER: DD = SURVEY DISK
 JD2863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2863_SP_SET: CONCRETE POST
 JD2863_STAMPING: BO-35 1992
 JD2863_MARK LOGO: MODNR 
 JD2863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2863+STABILITY: SURFACE MOTION
 JD2863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2863+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2863
 JD2863  HISTORY     - Date     Condition        Report By
 JD2863  HISTORY     - 1992     MONUMENTED       MODNR
 JD2863
 JD2863                          STATION DESCRIPTION
 JD2863
 JD2863'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2863'DATE OF REPORT 11-30-1992
 JD2863'STATION BO-35
 JD2863'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2863'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-35 1992--S
 JD2863'IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2863'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-35U 1992--SET IN A MASS OF
 JD2863'CONCRETE.  THE STATION IS 7 MI (11.3 KM) SOUTHWEST OF COLUMBIA MO, 9
 JD2863'MI (14.5 KM) NORTHWEST OF ASHLAND MO, 19.3 FT (5.9 M) NORTHWEST OF
 JD2863'A NAIL AND SHINER IN A WOODEN POST, 30.0 FT (9.1 M) SOUTHWEST OF THE
 JD2863'CENTERLINE OF WARREN SCHOOL ROAD, 23.7 FT (7.2 M) SOUTHEAST OF A
 JD2863'NAIL AND SHINER IN A WOODEN POST, 10.0 FT (3.0 M) NORTHEAST OF A
 JD2863'POWER LINE, 3.4 FT (1.0 M) NORTHEAST OF A FENCE.
 JD2863'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-35A
 JD2863'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 0.4 MI (0.6 KM)
 JD2863'SOUTHEAST OF THE STATION IN SECTION 7, T47N, R14W, 2.0 FT (0.6 M) EAST
 JD2863'OF A FENCE, 24.0 FT (7.3 M) WEST OF THE CENTERLINE OF WARREN SCHOOL
 JD2863'ROAD, 47.6 FT (14.5 M) NORTH OF THE CENTER OF A GATE, 35.9 FT
 JD2863'(10.9 M) NORTH OF A CORNER POST.
 JD2863'STATION AND AZIMUTH MARK TO REACH
 JD2863'TO REACH THE STATION FROM THE INTERSECTION OF MO. HWY. 163 AND MO.
 JD2863'HWY. K, GO SOUTH ON MO. HWY. K FOR 5.15 MI (8.29 KM) TO CELESTIAL RD.
 JD2863'TURN LEFT AND GO WEST ON CELESTIAL RD. .20 MI (0.32 KM) TO WARREN
 JD2863'SCHOOL ROAD. TURN LEFT AND GO SOUTH ON WARREN SCHOOL ROAD FOR .95 MI
 JD2863'(1.53 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 JD2863'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON WARREN
 JD2863'SCHOOL ROAD FOR .04 MI (0.06 KM) TO THE AZIMUTH MARK ON THE RIGHT AS
 JD2863'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2864 ***********************************************************************
 JD2864  DESIGNATION -  BO 36
 JD2864  PID         -  JD2864
 JD2864  STATE/COUNTY-  MO/BOONE
 JD2864  USGS QUAD   -  COLUMBIA (1981)
 JD2864
 JD2864                         *CURRENT SURVEY CONTROL
 JD2864  ___________________________________________________________________
 JD2864* NAD 83(1997)-  38 54 02.90372(N)    092 22 21.50636(W)     ADJUSTED  
 JD2864* NAVD 88     -       208.89   (+/-2cm)     685.3    (feet)  VERTCON   
 JD2864  ___________________________________________________________________
 JD2864  X           -    -205,766.853 (meters)                     COMP
 JD2864  Y           -  -4,966,126.004 (meters)                     COMP
 JD2864  Z           -   3,983,863.803 (meters)                     COMP
 JD2864  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 JD2864  ELLIP HEIGHT-         176.18  (meters)          (02/17/00) GPS OBS
 JD2864  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD2864
 JD2864  HORZ ORDER  -  FIRST
 JD2864  VERT ORDER  -  THIRD ? (See Below)
 JD2864  ELLP ORDER  -  FOURTH    CLASS I
 JD2864
 JD2864.The horizontal coordinates were established by GPS observations
 JD2864.and adjusted by the National Geodetic Survey in February 2000..
 JD2864
 JD2864.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2864.The vertical order pertains to the NGVD 29 superseded value.
 JD2864
 JD2864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2864
 JD2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2864
 JD2864.The ellipsoidal height was determined by GPS observations
 JD2864.and is referenced to NAD 83.
 JD2864
 JD2864.The geoid height was determined by GEOID03.
 JD2864
 JD2864;                    North         East     Units Scale Factor Converg.
 JD2864;SPC MO C     -   340,427.328   511,047.335   MT  0.99993484   +0 04 47.9
 JD2864;UTM  15      - 4,305,956.109   554,400.147   MT  0.99963644   +0 23 38.3
 JD2864
 JD2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2864!SPC MO C     -   0.99997236  x   0.99993484  =   0.99990720
 JD2864!UTM  15      -   0.99997236  x   0.99963644  =   0.99960881
 JD2864
 JD2864                          SUPERSEDED SURVEY CONTROL
 JD2864
 JD2864  NAD 83(1986)-  38 54 02.91233(N)    092 22 21.51072(W) AD(       ) 1
 JD2864  NGVD 29 (09/27/93)  208.86   (m)          685.2    (f) LEVELING    3  
 JD2864
 JD2864.Superseded values are not recommended for survey control.
 JD2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2864.See file dsdata.txt to determine how the superseded data were derived.
 JD2864
 JD2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5440005956(NAD 83)
 JD2864_MARKER: DD = SURVEY DISK
 JD2864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2864_SP_SET: CONCRETE POST
 JD2864_STAMPING: BO-36 1992
 JD2864_MARK LOGO: MODNR 
 JD2864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2864+STABILITY: SURFACE MOTION
 JD2864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2864+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2864
 JD2864  HISTORY     - Date     Condition        Report By
 JD2864  HISTORY     - 1992     MONUMENTED       MODNR
 JD2864
 JD2864                          STATION DESCRIPTION
 JD2864
 JD2864'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2864'DATE OF REPORT 11-30-1992
 JD2864'STATION BO-36
 JD2864'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2864'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-36 1992--
 JD2864'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2864'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-36U 1992--SET IN A MASS OF
 JD2864'CONCRETE.  THE STATION IS 2.93 MI (4.72 KM) SOUTHWEST OF COLUMBIA MO,
 JD2864'4.73 MI (7.61 KM) SOUTHWEST OF THE U.S. HWY. 63 AND MO. HWY. 740
 JD2864'INTERSECTION, 13.0 FT (4.0 M) EAST OF A STEEP BANK, 47.0 FT
 JD2864'(14.3 M) EAST OF THE CENTERLINE OF SINCLAIR STREET, 15.9 FT (4.8 M)
 JD2864'SOUTHWEST OF A NAIL AND SHINER IN A FENCE POST, 3.3 FT (1.0 M) WEST
 JD2864'OF BARBLESS WIRE FENCE, 16.0 FT (4.9 M) NORTHWEST OF A NAIL AND
 JD2864'SHINER IN A FENCE POST.
 JD2864'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-36A
 JD2864'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 3.0 MI (4.8 KM)
 JD2864'SOUTHWEST OF COLUMBIA MO IN SECTION 34, T48N, R13W, 46.4 FT (14.1 M)
 JD2864'EAST OF THE CENTERLINE OF SINCLAIR STREET, 10.2 FT (3.1 M) SOUTHWEST
 JD2864'OF A NAIL AND SHINER IN A FENCE POST, 2.4 FT (0.7 M) WEST OF A
 JD2864'BARBLESS WIRE FENCE, 7.1 FT (2.2 M) NORTH OF A NAIL AND SHINER IN A
 JD2864'POWER POLE, 33.5 FT (10.2 M) EAST OF THE EDGE OF ROAD.
 JD2864'STATION AND AZIMUTH MARK TO REACH
 JD2864'TO REACH THE STATION FROM THE MO. HWY. 740 (STADIUM BLVD.) AND MO.
 JD2864'HWY. 163 (PROVIDENCE RD.) INTERSECTION, GO SOUTH ON MO. HWY. 163 FOR
 JD2864'2.0 MI (3.2 KM) TO NIFONG BLVD.  TURN RIGHT AND GO WEST ON NIFONG
 JD2864'BLVD. 2.3 MI (3.7 KM) TO SINCLAIR STREET.  TURN LEFT AND GO SOUTH ON
 JD2864'SINCLAIR STREET FOR .65 MI (1.05 KM) TO THE STATION ON THE LEFT AS
 JD2864'DESCRIBED.
 JD2864'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON SINCLAIR
 JD2864'STREET FOR .30 MI (0.48 KM) TO THE AZIMUTH MARK ON THE LEFT AS
 JD2864'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2865 ***********************************************************************
 JD2865  DESIGNATION -  BO 37
 JD2865  PID         -  JD2865
 JD2865  STATE/COUNTY-  MO/BOONE
 JD2865  USGS QUAD   -  MILLERSBURG SW (1981)
 JD2865
 JD2865                         *CURRENT SURVEY CONTROL
 JD2865  ___________________________________________________________________
 JD2865* NAD 83(1997)-  38 51 42.24638(N)    092 12 32.40128(W)     ADJUSTED  
 JD2865* NAVD 88     -       265.7    (meters)     872.     (feet)  VERTCON   
 JD2865  ___________________________________________________________________
 JD2865  X           -    -191,689.126 (meters)                     COMP
 JD2865  Y           -  -4,969,458.482 (meters)                     COMP
 JD2865  Z           -   3,980,522.986 (meters)                     COMP
 JD2865  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 JD2865  ELLIP HEIGHT-         233.17  (meters)          (02/17/00) GPS OBS
 JD2865  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD2865
 JD2865  HORZ ORDER  -  FIRST
 JD2865  ELLP ORDER  -  FOURTH    CLASS I
 JD2865
 JD2865.The horizontal coordinates were established by GPS observations
 JD2865.and adjusted by the National Geodetic Survey in February 2000..
 JD2865
 JD2865.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2865
 JD2865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2865
 JD2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2865
 JD2865.The ellipsoidal height was determined by GPS observations
 JD2865.and is referenced to NAD 83.
 JD2865
 JD2865.The geoid height was determined by GEOID03.
 JD2865
 JD2865;                    North         East     Units Scale Factor Converg.
 JD2865;SPC MO C     -   336,122.697   525,255.580   MT  0.99994118   +0 10 57.3
 JD2865;UTM  15      - 4,301,730.605   568,627.620   MT  0.99965799   +0 29 46.8
 JD2865
 JD2865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2865!SPC MO C     -   0.99996342  x   0.99994118  =   0.99990460
 JD2865!UTM  15      -   0.99996342  x   0.99965799  =   0.99962142
 JD2865
 JD2865                          SUPERSEDED SURVEY CONTROL
 JD2865
 JD2865  NAD 83(1986)-  38 51 42.25527(N)    092 12 32.40546(W) AD(       ) 1
 JD2865  NGVD 29 (09/27/93)  265.7    (m)          872.     (f) GPS OBS        
 JD2865
 JD2865.Superseded values are not recommended for survey control.
 JD2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2865.See file dsdata.txt to determine how the superseded data were derived.
 JD2865
 JD2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6862801731(NAD 83)
 JD2865_MARKER: DD = SURVEY DISK
 JD2865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2865_SP_SET: CONCRETE POST
 JD2865_STAMPING: BO-37 1992
 JD2865_MARK LOGO: MODNR 
 JD2865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2865+STABILITY: SURFACE MOTION
 JD2865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2865+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2865
 JD2865  HISTORY     - Date     Condition        Report By
 JD2865  HISTORY     - 1992     MONUMENTED       MODNR
 JD2865
 JD2865                          STATION DESCRIPTION
 JD2865
 JD2865'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2865'DATE OF REPORT 11-30-1992
 JD2865'STATION BO-37
 JD2865'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2865'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-37 1992--
 JD2865'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2865'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-37U 1992--SET IN A MASS OF
 JD2865'CONCRETE.  THE STATION IS APPROXIMATELY 6 MI (9.7 KM) NORTH AND 2 MI
 JD2865'(3.2 KM) EAST OF ASHLAND AND ABOUT 9 MI (14.5 KM) SOUTHEAST OF
 JD2865'COLUMBIA MO.  IT IS 32.0 FT (9.8 M) NORTH OF THE CENTERLINE OF MO.
 JD2865'RTE.  AB, 22.4 FT (6.8 M) NORTH OF THE EDGE OF THE ROAD, 93.4 FT
 JD2865'(28.5 M) EAST OF A NAIL AND SHINER IN A CORNER POST, 4.0 FT (1.2 M)
 JD2865'SOUTH OF THE FENCE, 14.1 FT (4.3 M) WEST OF THE CENTERLINE OF A FIELD
 JD2865'ENTRANCE, AND 13.9 FT (4.2 M) NW OF THE WEST END OF A 12 INCH CMP
 JD2865'CULVERT.
 JD2865'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-37A
 JD2865'1992--SET IN A 12 IN.DIAMETER CONCRETE POST. IT IS LOCATED ABOUT 0.3 M
 JD2865'(0.5 KM) WEST OF THE STATION IN THE SOUTHEAST 1/4 OF SECTION 12,
 JD2865'T47N, R12W.  IT IS 30.9 FT (9.4 M) NORTH OF THE CENTERLINE OF MO.
 JD2865'RTE. AB, 20.6 FT (6.3 M) NORTH OF EDGE OF ROAD, 33.4 FT (10.2 M)
 JD2865'EAST OF A NORTH RUNNING FENCE, 26.8 FT (8.2 M) EAST-SOUTHEAST OF A
 JD2865'NAIL AND SHINER IN A BRACE POST AND 4.9 FT (1.5 M) SOUTH OF A NAIL
 JD2865'AND SHINER IN A POWER POLE.
 JD2865'STATION AND AZIMUTH MARK TO REACH
 JD2865'TO REACH THE STATION FROM THE INTERSECTION OF HWY. 63 AND MO. RTE. AB,
 JD2865'GO EAST ON MO. RTE. AB FOR 2.2 MI (3.5 KM) AND STATION ON LEFT
 JD2865'(NORTH) AS DESCRIBED ACROSS FROM SAPPS CUTTING HORSES ON THE SOUTH
 JD2865'SIDE OF THE ROAD.
 JD2865'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN WEST ON AB FOR 0.3
 JD2865'MI (0.5 KM) AND MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2866 ***********************************************************************
 JD2866  DESIGNATION -  BO 38
 JD2866  PID         -  JD2866
 JD2866  STATE/COUNTY-  MO/BOONE
 JD2866  USGS QUAD   -  HUNTSDALE (1985)
 JD2866
 JD2866                         *CURRENT SURVEY CONTROL
 JD2866  ___________________________________________________________________
 JD2866* NAD 83(1997)-  38 55 15.24594(N)    092 24 32.75731(W)     ADJUSTED  
 JD2866* NAVD 88     -       183.3    (meters)     601.     (feet)  VERTCON   
 JD2866  ___________________________________________________________________
 JD2866  X           -    -208,867.131 (meters)                     COMP
 JD2866  Y           -  -4,964,574.150 (meters)                     COMP
 JD2866  Z           -   3,985,583.623 (meters)                     COMP
 JD2866  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 JD2866  ELLIP HEIGHT-         150.57  (meters)          (02/17/00) GPS OBS
 JD2866  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JD2866
 JD2866  HORZ ORDER  -  FIRST
 JD2866  ELLP ORDER  -  FOURTH    CLASS I
 JD2866
 JD2866.The horizontal coordinates were established by GPS observations
 JD2866.and adjusted by the National Geodetic Survey in February 2000..
 JD2866
 JD2866.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2866
 JD2866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2866
 JD2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2866
 JD2866.The ellipsoidal height was determined by GPS observations
 JD2866.and is referenced to NAD 83.
 JD2866
 JD2866.The geoid height was determined by GEOID03.
 JD2866
 JD2866;                    North         East     Units Scale Factor Converg.
 JD2866;SPC MO C     -   342,654.226   507,882.640   MT  0.99993410   +0 03 25.6
 JD2866;UTM  15      - 4,308,164.964   551,224.246   MT  0.99963231   +0 22 16.5
 JD2866
 JD2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2866!SPC MO C     -   0.99997638  x   0.99993410  =   0.99991048
 JD2866!UTM  15      -   0.99997638  x   0.99963231  =   0.99960870
 JD2866
 JD2866                          SUPERSEDED SURVEY CONTROL
 JD2866
 JD2866  NAD 83(1986)-  38 55 15.25450(N)    092 24 32.76158(W) AD(       ) 1
 JD2866  NGVD 29 (09/27/93)  183.3    (m)          601.     (f) GPS OBS        
 JD2866
 JD2866.Superseded values are not recommended for survey control.
 JD2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2866.See file dsdata.txt to determine how the superseded data were derived.
 JD2866
 JD2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5122408165(NAD 83)
 JD2866_MARKER: DD = SURVEY DISK
 JD2866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2866_SP_SET: CONCRETE POST
 JD2866_STAMPING: BO-38 1992
 JD2866_MARK LOGO: MODNR 
 JD2866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2866+STABILITY: SURFACE MOTION
 JD2866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2866+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2866
 JD2866  HISTORY     - Date     Condition        Report By
 JD2866  HISTORY     - 1992     MONUMENTED       MODNR
 JD2866
 JD2866                          STATION DESCRIPTION
 JD2866
 JD2866'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2866'DATE OF REPORT 11-30-1992
 JD2866'STATION BO-38
 JD2866'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2866'THE STATION IS A DISK GROUTED IN THE TOP STEP OF THE RAW SAMPLER
 JD2866'STRUCTURE OF THE CITY OF COLUMBIA SEWAGE TREATMENT PLANT.  IT IS ONE
 JD2866'FOOT SOUTH OF THE BASE OF THE CONTROL BOX AND 10.5 FT (3.2 M)
 JD2866'SOUTHEAST OF THE CENTER OF A LIGHT STANDARD AT THE WALK TO THE
 JD2866'SAMPLER.  THE DISK IS STAMPED--BO-38 1992.
 JD2866'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-38A
 JD2866'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS .25 MI (0.40 KM)
 JD2866'NORTH ON THE WEST SIDE OF THE ENTRANCE ROAD TO THE PLAT, 165 FT
 JD2866'(50.3 M) SOUTH OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE ON THE
 JD2866'EAST SIDE OF THE ROAD, 79.7 FT (24.3 M) WEST OF A NAIL AND SHINER ON
 JD2866'THE SOUTH SIDE OF A POWER POLE AND 4 FT (1.2 M) WEST OF THE EDGE OF
 JD2866'PAVEMENT.
 JD2866'STATION AND AZIMUTH MARK TO REACH
 JD2866'TO REACH THE AZIMUTH MARK FROM THE I-70 EXIT 124, MO. HWY. 740
 JD2866'(STADIUM BLVD.), GO SOUTH ON STADIUM BLVD. FOR 1.0 MI (1.6 KM) TO
 JD2866'TRAFFIC LIGHT INTERSECTION WITH BROADWAY (ROUTE TT).  TURN RIGHT AND
 JD2866'FOLLOW ROUTE TT (BROADWAY) WEST FOR 1.45 MI (2.33 KM) TO A CURVE LEFT
 JD2866'WHERE ROUTE TT BECOMES SCOTT BLVD. AND GOES SOUTH.  CONTINUE ON ROUTE
 JD2866'TT (NOW SCOTT BLVD.) AND GO SOUTH FOR 1.6 MI (2.6 KM) TO GILLESPIE
 JD2866'BRIDGE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON GILLESPIE BRIDGE
 JD2866'FOR 0.5 MI (0.8 KM) TO THE ENTRANCE TO CITY OF COLUMBIA SEWAGE
 JD2866'TREATMENT PLANT ON LEFT TURN LEFT AND GO SOUTH FOR 0.35 MI (0.56 KM)
 JD2866'TO MARK ON THE LEFT AS DESCRIBED.
 JD2866'TO REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE SOUTH ON ENTRANCE
 JD2866'DRIVE FOR 0.2 MI (0.3 KM) TO ENTRANCE GATE (AND CALL PHONE IF LOCKED)
 JD2866'. CONTINUE SOUTH 0.05 MI (0.08 KM) TO T-INTERSECTION ON THE NORTH SIDE
 JD2866'OF CLARIFIER BASINS.  TURN LEFT AND FOLLOW PAVEMENT EAST, SOUTH, AND
 JD2866'WEST AROUND CLARIFIER BASINS FOR 0.10 MI (0.16 KM) TO RAW SAMPLER
 JD2866'STRUCTURE ON LEFT AS DESCRIBED.
 JD2866'SPECIAL INFORMATION
 JD2866'GATES MAY BE LOCKED AT NIGHT UNLESS PRIOR ARRANGEMENTS ARE MADE.
 JD2866'CONTACT MR. JOHN OFFIELD, MAINTENANCE SUPERVISOR AT PLANT OR TEL
 JD2866'314/445-9427.  SHOULD GATES BE LOCKED, A TELEPHONE AT GATE WILL
 JD2866'CONTACT PLANT PERSONNEL.  PLANT IS STAFFED 24 HOURS/DAY, 365
 JD2866'DAYS/YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2867 ***********************************************************************
 JD2867  DESIGNATION -  BO 39
 JD2867  PID         -  JD2867
 JD2867  STATE/COUNTY-  MO/BOONE
 JD2867  USGS QUAD   -  ASHLAND (1981)
 JD2867
 JD2867                         *CURRENT SURVEY CONTROL
 JD2867  ___________________________________________________________________
 JD2867* NAD 83(1997)-  38 50 58.65595(N)    092 18 12.48575(W)     ADJUSTED  
 JD2867* NAVD 88     -       243.3    (meters)     798.     (feet)  VERTCON   
 JD2867  ___________________________________________________________________
 JD2867  X           -    -199,915.578 (meters)                     COMP
 JD2867  Y           -  -4,969,960.833 (meters)                     COMP
 JD2867  Z           -   3,979,462.091 (meters)                     COMP
 JD2867  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 JD2867  ELLIP HEIGHT-         210.70  (meters)          (02/17/00) GPS OBS
 JD2867  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD2867
 JD2867  HORZ ORDER  -  FIRST
 JD2867  ELLP ORDER  -  FOURTH    CLASS I
 JD2867
 JD2867.The horizontal coordinates were established by GPS observations
 JD2867.and adjusted by the National Geodetic Survey in February 2000..
 JD2867
 JD2867.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2867
 JD2867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2867
 JD2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2867
 JD2867.The ellipsoidal height was determined by GPS observations
 JD2867.and is referenced to NAD 83.
 JD2867
 JD2867.The geoid height was determined by GEOID03.
 JD2867
 JD2867;                    North         East     Units Scale Factor Converg.
 JD2867;SPC MO C     -   334,756.706   517,059.684   MT  0.99993692   +0 07 23.8
 JD2867;UTM  15      - 4,300,320.168   560,441.681   MT  0.99964498   +0 26 13.0
 JD2867
 JD2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2867!SPC MO C     -   0.99996694  x   0.99993692  =   0.99990386
 JD2867!UTM  15      -   0.99996694  x   0.99964498  =   0.99961193
 JD2867
 JD2867                          SUPERSEDED SURVEY CONTROL
 JD2867
 JD2867  NAD 83(1986)-  38 50 58.66467(N)    092 18 12.49005(W) AD(       ) 1
 JD2867  NGVD 29 (09/27/93)  243.3    (m)          798.     (f) GPS OBS        
 JD2867
 JD2867.Superseded values are not recommended for survey control.
 JD2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2867.See file dsdata.txt to determine how the superseded data were derived.
 JD2867
 JD2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6044200320(NAD 83)
 JD2867_MARKER: DD = SURVEY DISK
 JD2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2867_SP_SET: CONCRETE POST
 JD2867_STAMPING: BO-39 1992
 JD2867_MARK LOGO: MODNR 
 JD2867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2867+STABILITY: SURFACE MOTION
 JD2867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2867+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2867
 JD2867  HISTORY     - Date     Condition        Report By
 JD2867  HISTORY     - 1992     MONUMENTED       MODNR
 JD2867
 JD2867                          STATION DESCRIPTION
 JD2867
 JD2867'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2867'DATE OF REPORT 11-30-1992
 JD2867'STATION  BO-39
 JD2867'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2867'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-39 1992--
 JD2867'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2867'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-39U 1992--SET IN A MASS OF
 JD2867'CONCRETE.  THE STATION IS 5.7 MI (9.2 KM) NORTHWEST OF THE CITY OF
 JD2867'ASHLAND MO, 24.0 FT (7.3 M) SOUTH OF THE CENTERLINE OF CHEAVENS
 JD2867'ROAD, 64.6 FT (19.7 M) SOUTHEAST OF A FLAG POLE,  32.0 FT (9.8 M)
 JD2867'WEST OF THE PROJECTED CENTERLINE OF A DRIVEWAY, 8.2 FT (2.5 M)
 JD2867'NORTHWEST OF A STEEL FENCER POST, 5.0 FT (1.5 M) NORTH OF A WITNESS
 JD2867'POST IN FENCE, 50.2 FT (15.3 M) EAST OF A TELEPHONE RISER BOX, 66.8
 JD2867'FT (20.4 M) EAST OF A DOUBLE FIELD ENTRANCE, 45.29 FT (13.80 M)
 JD2867'SOUTHEAST OF A NAIL AND SHINER IN A POWER POLE.
 JD2867'THE AZIMUTH MARK IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-39A
 JD2867'1992--SET IN A 12 IN. DIAMETER CONCRETE POST.  IT IS 0.2 MI (0.3 KM) E
 JD2867'ON THE NORTH SIDE OF CHEAVENS RD., 10.3 FT (3.1 M) EAST OF THE
 JD2867'CENTERLINE OF A DRIVEWAY, 56.6 FT (17.3 M) NE OF A 3/4 INCH PIPE
 JD2867'LOT CORNER, 18.0 FT (5.5 M) NORTH OF THE CENTERLINE OF CHEAVENS
 JD2867'ROAD, 41.6 FT (12.7 M) NORTHWEST OF A TELEPHONE RISER BOX, 7.3 FT
 JD2867'(2.2 M) NORTHWEST OF A MAILBOX, AND 41.3 FT (12.6 M) NORTH OF A
 JD2867'WITNESS POST.
 JD2867'STATION AND AZIMUTH MARK TO REACH
 JD2867'TO REACH THE STATION FROM THE MO. HWY. 163 AND U.S. HWY. 63 ABOUT HALF
 JD2867'WAY BETWEEN COLUMBIA MO AND ASHLAND, MO, GO WEST AND SOUTH ON MO.
 JD2867'HWY. 163, 3.20 MI (5.15 KM) TO FOX LANE.  TURN LEFT AND GO SOUTH ON
 JD2867'FOX LANE FOR 0.7 MI (1.1 KM) TO TOMLIN HILL RD.  CONTINUE SOUTH ON
 JD2867'TOMLIN HILL RD. FOR 0.4 MI (0.6 KM) TO CHEAVENS ROAD.  TURN LEFT AND
 JD2867'GO EAST ON CHEAVENS 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT AS
 JD2867'DESCRIBED AT THE CREST OF A GRADE.
 JD2867'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON CHEAVENS
 JD2867'ROAD FOR 0.2 MI (0.3 KM) TO THE AZIMUTH MARK ON THE LEFT AS
 JD2867'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2868 ***********************************************************************
 JD2868  DESIGNATION -  BO 40
 JD2868  PID         -  JD2868
 JD2868  STATE/COUNTY-  MO/BOONE
 JD2868  USGS QUAD   -  HUNTSDALE (1985)
 JD2868
 JD2868                         *CURRENT SURVEY CONTROL
 JD2868  ___________________________________________________________________
 JD2868* NAD 83(1997)-  38 55 15.65439(N)    092 29 22.67655(W)     ADJUSTED  
 JD2868* NAVD 88     -       178.9    (meters)     587.     (feet)  VERTCON   
 JD2868  ___________________________________________________________________
 JD2868  X           -    -215,844.474 (meters)                     COMP
 JD2868  Y           -  -4,964,264.282 (meters)                     COMP
 JD2868  Z           -   3,985,590.608 (meters)                     COMP
 JD2868  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 JD2868  ELLIP HEIGHT-         146.09  (meters)          (02/17/00) GPS OBS
 JD2868  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JD2868
 JD2868  HORZ ORDER  -  FIRST
 JD2868  ELLP ORDER  -  FOURTH    CLASS I
 JD2868
 JD2868.The horizontal coordinates were established by GPS observations
 JD2868.and adjusted by the National Geodetic Survey in February 2000..
 JD2868
 JD2868.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2868
 JD2868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2868
 JD2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2868
 JD2868.The ellipsoidal height was determined by GPS observations
 JD2868.and is referenced to NAD 83.
 JD2868
 JD2868.The geoid height was determined by GEOID03.
 JD2868
 JD2868;                    North         East     Units Scale Factor Converg.
 JD2868;SPC MO C     -   342,662.943   500,899.048   MT  0.99993334   +0 00 23.4
 JD2868;UTM  15      - 4,308,135.402   544,242.844   MT  0.99962410   +0 19 14.3
 JD2868
 JD2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2868!SPC MO C     -   0.99997708  x   0.99993334  =   0.99991042
 JD2868!UTM  15      -   0.99997708  x   0.99962410  =   0.99960119
 JD2868
 JD2868                          SUPERSEDED SURVEY CONTROL
 JD2868
 JD2868  NAD 83(1986)-  38 55 15.66303(N)    092 29 22.68066(W) AD(       ) 1
 JD2868  NGVD 29 (09/27/93)  178.8    (m)          587.     (f) GPS OBS        
 JD2868
 JD2868.Superseded values are not recommended for survey control.
 JD2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2868.See file dsdata.txt to determine how the superseded data were derived.
 JD2868
 JD2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4424308135(NAD 83)
 JD2868_MARKER: DD = SURVEY DISK
 JD2868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2868_SP_SET: CONCRETE POST
 JD2868_STAMPING: BO-40 1992
 JD2868_MARK LOGO: MODNR 
 JD2868_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2868+STABILITY: SURFACE MOTION
 JD2868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2868+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2868
 JD2868  HISTORY     - Date     Condition        Report By
 JD2868  HISTORY     - 1992     MONUMENTED       MODNR
 JD2868
 JD2868                          STATION DESCRIPTION
 JD2868
 JD2868'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2868'DATE OF REPORT 11-30-1992
 JD2868'STATION  BO-40
 JD2868'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2868'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-40 1992--
 JD2868'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2868'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-40U 1992--SET IN A MASS OF
 JD2868'CONCRETE.  THE STATION IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF KATY
 JD2868'TRAIL, (FORMERLY MISSOURI, KANSAS, TEXAS RAILROAD) JUST WEST OF
 JD2868'TERRAPIN CREEK AT THE TERMINUS OF COUNTY ROAD HANCOCK HILL IN U.S.
 JD2868'SURVEY NUMBER 2457, T48N, R14W.  THE STATION IS 15.1 FT (4.6 M)
 JD2868'NORTHEAST OF A WITNESS POST IN A FENCE, 24.30 FT (7.41 M)
 JD2868'NORTH-NORTHEAST OF STEEL FENCE POST, 30.40 FT (9.27 M) NORTHWEST OF A
 JD2868'NAIL AND SHINER IN GATE POST, 38 FT (11.6 M) NORTHWEST OF CENTER
 JD2868'LINE OF FIELD ENTRANCE ROAD, 32.9 FT (10.0 M) SOUTHWEST OF CENTER
 JD2868'LINE OF KATY TRAIL, 85.38 FT (26.02 M) SOUTHWEST OF A NAIL AND
 JD2868'SHINER IN GATE POST, AND 193 FT (58.8 M) MORE OR LESS NORTHWEST OF
 JD2868'THE WEST EDGE OF BRIDGE NUMBER 172.7 ACROSS TERRAPIN CREEK.
 JD2868'NO AZIMUTH ESTABLISHED.
 JD2868'STATION AND AZIMUTH MARK TO REACH
 JD2868'TO REACH THE STATION FROM THE JUNCTION OF MISSOURI ROUTE UU AND THE
 JD2868'SOUTH OUTER ROAD OF I-70 AT EXIT 121, APPROXIMATELY 2 MI (3.2 KM)
 JD2868'WEST OF THE WEST SIDE OF COLUMBIA GO SOUTH ON ROUTE UU FOR 4.15 MI
 JD2868'(6.68 KM) TO JUNCTION OF UU AND ROUTE O, TURN RIGHT AND GO WEST ON
 JD2868'ROUTE O FOR 1.45 MI (2.33 KM) TO THE JUNCTION OF ROUTE O AND HANCOCK
 JD2868'HILL ROAD, TURN LEFT AND GO SOUTH 0.95 MI (1.53 KM) TO THE END OF
 JD2868'COUNTY ROAD AND THE KATY TRAIL.  PARK AND WALK SOUTHWEST TO STATION
 JD2868'PER DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2869 ***********************************************************************
 JD2869  DESIGNATION -  BO 41
 JD2869  PID         -  JD2869
 JD2869  STATE/COUNTY-  MO/BOONE
 JD2869  USGS QUAD   -  HUNTSDALE (1985)
 JD2869
 JD2869                         *CURRENT SURVEY CONTROL
 JD2869  ___________________________________________________________________
 JD2869* NAD 83(1997)-  38 53 10.44472(N)    092 26 42.38927(W)     ADJUSTED  
 JD2869* NAVD 88     -       174.8    (meters)     573.     (feet)  VERTCON   
 JD2869  ___________________________________________________________________
 JD2869  X           -    -212,090.022 (meters)                     COMP
 JD2869  Y           -  -4,966,850.011 (meters)                     COMP
 JD2869  Z           -   3,982,583.252 (meters)                     COMP
 JD2869  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 JD2869  ELLIP HEIGHT-         142.01  (meters)          (02/17/00) GPS OBS
 JD2869  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JD2869
 JD2869  HORZ ORDER  -  FIRST
 JD2869  ELLP ORDER  -  FOURTH    CLASS I
 JD2869
 JD2869.The horizontal coordinates were established by GPS observations
 JD2869.and adjusted by the National Geodetic Survey in February 2000..
 JD2869
 JD2869.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2869
 JD2869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2869
 JD2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2869
 JD2869.The ellipsoidal height was determined by GPS observations
 JD2869.and is referenced to NAD 83.
 JD2869
 JD2869.The geoid height was determined by GEOID03.
 JD2869
 JD2869;                    North         East     Units Scale Factor Converg.
 JD2869;SPC MO C     -   338,803.475   504,762.373   MT  0.99993361   +0 02 04.1
 JD2869;UTM  15      - 4,304,298.344   548,126.070   MT  0.99962852   +0 20 54.1
 JD2869
 JD2869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2869!SPC MO C     -   0.99997772  x   0.99993361  =   0.99991133
 JD2869!UTM  15      -   0.99997772  x   0.99962852  =   0.99960625
 JD2869
 JD2869                          SUPERSEDED SURVEY CONTROL
 JD2869
 JD2869  NAD 83(1986)-  38 53 10.45338(N)    092 26 42.39350(W) AD(       ) 1
 JD2869  NGVD 29 (09/27/93)  174.8    (m)          573.     (f) GPS OBS        
 JD2869
 JD2869.Superseded values are not recommended for survey control.
 JD2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2869.See file dsdata.txt to determine how the superseded data were derived.
 JD2869
 JD2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4812604298(NAD 83)
 JD2869_MARKER: DD = SURVEY DISK
 JD2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2869_SP_SET: CONCRETE POST
 JD2869_STAMPING: BO-41 1992
 JD2869_MARK LOGO: MODNR 
 JD2869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2869+STABILITY: SURFACE MOTION
 JD2869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2869+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2869
 JD2869  HISTORY     - Date     Condition        Report By
 JD2869  HISTORY     - 1992     MONUMENTED       MODNR
 JD2869
 JD2869                          STATION DESCRIPTION
 JD2869
 JD2869'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2869'DATE OF REPORT 11-30-1992
 JD2869'STATION BO-41
 JD2869'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2869'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-41 1992--
 JD2869'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2869'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-41U 1992--SET IN A MASS OF
 JD2869'CONCRETE.  THE STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF
 JD2869'HIGHWAY K AND ON THE SOUTH RIGHT-OF-WAY OF KATY TRAIL AND ON THE
 JD2869'EASTERN SIDE OF THE COMMUNITY OF MCBAINE MISSOURI.  THE STATION IS
 JD2869'APPROXIMATELY 40 FEET NORTH OF THE CENTERLINE OF K, 11.5 FT (3.5 M)
 JD2869'SOUTHWEST OF CENTERLINE OF KATY TRAIL, 50.85 FT (15.50 M) NORTHEAST
 JD2869'OF A NAIL AND SHINER IN A UTILITY BRACE POLE AND 136 FEET NORTHEAST
 JD2869'OF THE CENTERLINE OF KATY STREET, 19.25 FT (5.87 M) SOUTHWEST OF A
 JD2869'NAIL AND SHINER IN A WOODEN POST, 6.26 FT (1.91 M) NORTHWEST OF A
 JD2869'NAIL AND SHINER IN A WOODEN POST AND WITNESS POST.
 JD2869'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN A DRILL HOLE
 JD2869'IN THE TOP OF THE CONCRETE ABUTMENT ON THE SOUTHEAST END OF BRIDGE
 JD2869'NUMBER 169.7 ACROSS PERCHE CREEK OF THE KATY TRAIL (FORMERLY
 JD2869'MISSOURI, KANSAS, TEXAS RAILROAD) ABOUT 0.24 MI (0.39 KM) NORTHWEST
 JD2869'OF THE STATION, 1.45 FT (0.44 M) EAST OF THE WEST EDGE OF ABUTMENT,
 JD2869'1.03 FT (0.31 M) WEST OF THE EAST EDGE, 3.41 FT (1.04 M) SOUTH OF
 JD2869'THE NORTH EDGE, 2.05 FT (0.62 M) NAIL AND SHINER IN A WOODEN POST,
 JD2869'8.2 FT (2.5 M) NORTHEAST OF THE CENTERLINE OF TRAIL, AND WITNESS
 JD2869'POST AT NORTH END ABUTMENT.
 JD2869'STATION AND AZIMUTH MARK TO REACH
 JD2869'TO REACH THE STATION FROM THE INTERSECTION OF MO. HWY. 163 AND ROUTE K
 JD2869'AT THE SOUTH EDGE OF COLUMBIA MO, FOLLOW ROUTE K SOUTHERLY AND
 JD2869'WESTERLY FOR 5.2 MI (8.4 KM) TO THE FORMER CROSSING OF THE MISSOURI,
 JD2869'KANSAS, AND TEXAS RAILROAD, NOW THE KATY TRAIL AT THE TOWN OF
 JD2869'MCBAINE MO.  THE STATION SITE IS ON THE RIGHT IN THE NORTHWEST ANGLE
 JD2869'OF THE CROSSING AS DESCRIBED.
 JD2869'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST 0.24 MI
 JD2869'(0.39 KM) ON KATY TRAIL TO BRIDGE OVER PERCHE CREEK AND THE MARK ON
 JD2869'THE RIGHT AS DESCRIBED.
 JD2869'SPECIAL INFORMATION
 JD2869'U.S.G.S. BENCHMARK 10-RPA 1966, RESET 1970 - EAST OF STATION
 JD2869'APPROXIMATELY 250 FT, LOCATED ON CONCRETE HEAD WALL ON SOUTH SIDE OF
 JD2869'ROUTE K (3RD ORDER).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2870 ***********************************************************************
 JD2870  DESIGNATION -  BO 42
 JD2870  PID         -  JD2870
 JD2870  STATE/COUNTY-  MO/BOONE
 JD2870  USGS QUAD   -  JAMESTOWN (1969)
 JD2870
 JD2870                         *CURRENT SURVEY CONTROL
 JD2870  ___________________________________________________________________
 JD2870* NAD 83(1997)-  38 51 52.80587(N)    092 27 03.50516(W)     ADJUSTED  
 JD2870* NAVD 88     -       175.0    (meters)     574.     (feet)  VERTCON   
 JD2870  ___________________________________________________________________
 JD2870  X           -    -212,662.757 (meters)                     COMP
 JD2870  Y           -  -4,968,329.702 (meters)                     COMP
 JD2870  Z           -   3,980,719.445 (meters)                     COMP
 JD2870  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 JD2870  ELLIP HEIGHT-         142.18  (meters)          (02/17/00) GPS OBS
 JD2870  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JD2870
 JD2870  HORZ ORDER  -  FIRST
 JD2870  ELLP ORDER  -  FOURTH    CLASS I
 JD2870
 JD2870.The horizontal coordinates were established by GPS observations
 JD2870.and adjusted by the National Geodetic Survey in February 2000..
 JD2870
 JD2870.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2870
 JD2870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2870
 JD2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2870
 JD2870.The ellipsoidal height was determined by GPS observations
 JD2870.and is referenced to NAD 83.
 JD2870
 JD2870.The geoid height was determined by GEOID03.
 JD2870
 JD2870;                    North         East     Units Scale Factor Converg.
 JD2870;SPC MO C     -   336,409.198   504,254.771   MT  0.99993356   +0 01 50.7
 JD2870;UTM  15      - 4,301,902.054   547,631.740   MT  0.99962794   +0 20 40.2
 JD2870
 JD2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2870!SPC MO C     -   0.99997769  x   0.99993356  =   0.99991125
 JD2870!UTM  15      -   0.99997769  x   0.99962794  =   0.99960564
 JD2870
 JD2870                          SUPERSEDED SURVEY CONTROL
 JD2870
 JD2870  NAD 83(1986)-  38 51 52.81456(N)    092 27 03.50939(W) AD(       ) 1
 JD2870  NGVD 29 (09/27/93)  174.9    (m)          574.     (f) GPS OBS        
 JD2870
 JD2870.Superseded values are not recommended for survey control.
 JD2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2870.See file dsdata.txt to determine how the superseded data were derived.
 JD2870
 JD2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4763201902(NAD 83)
 JD2870_MARKER: DD = SURVEY DISK
 JD2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2870_SP_SET: CONCRETE POST
 JD2870_STAMPING: BO-42 1992
 JD2870_MARK LOGO: MODNR 
 JD2870_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2870+STABILITY: SURFACE MOTION
 JD2870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2870+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2870
 JD2870  HISTORY     - Date     Condition        Report By
 JD2870  HISTORY     - 1992     MONUMENTED       MODNR
 JD2870
 JD2870                          STATION DESCRIPTION
 JD2870
 JD2870'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2870'DATE OF REPORT 11-30-1992
 JD2870'STATION BO-42
 JD2870'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2870'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-42 1992--
 JD2870'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2870'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-42U 1992--SET IN A MASS OF
 JD2870'CONCRETE.  THE STATION IS ON THE CITY OF COLUMBIA PUMP STATION SITE
 JD2870'ABOUT 8 MI (12.9 KM) SOUTHWEST OF COLUMBIA AND 1.75 MI (2.82 KM)
 JD2870'SOUTH OF THE VILLAGE OF MCBAINE.  THE STATION IS 30.3 FT (9.2 M)
 JD2870'NORTHEAST OF ELEVATED PUMP STATION, 51 FT (15.5 M) SOUTH OF CENTER
 JD2870'LINE OF COUNTY ROAD, 109.3 FT (33.3 M) SOUTHEAST OF A NAIL AND
 JD2870'SHINER IN POWER POLE, 57.82 FT (17.62 M) SOUTHWEST OF A NAIL AND
 JD2870'SHINER IN POWER POLE, AND 63.7 FT (19.4 M) WEST OF WITNESS POST.
 JD2870'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN A DRILL HOLE
 JD2870'IN A 5.6 FOOT BY 10.2 FOOT CONCRETE SLAB AND IS LOCATED ABOUT 400 FT,
 JD2870'MORE OR LESS, SOUTHWEST OF THE STATION.  THE MARK IS 16.5 FT (5.0 M)
 JD2870'WEST OF ELEVATED PUMP STATION, 2 FT (0.6 M) SOUTH OF NORTH EDGE OF
 JD2870'CONCRETE SLAB, 4.4 FT (1.3 M) EAST OF WEST EDGE OF CONCRETE SLAB,
 JD2870'AND 4.25 FT (1.30 M) NORTH OF A WITNESS POST AT THE EDGE OF SLAB.
 JD2870'STATION AND AZIMUTH MARK TO REACH
 JD2870'TO REACH THE STATION FROM THE ROUTE K CROSSING OF THE KATY TRAIL
 JD2870'(FORMERLY MISSOURI, KANSAS AND TEXAS RAILROAD) IN THE VILLAGE OF
 JD2870'MCBAINE, GO WESTERLY ON ROUTE K FOR .25 MI (0.40 KM) TO THE END OF
 JD2870'STATE MAINTENANCE.  CONTINUE WEST FOR 0.6 MI (1.0 KM) TO STAR SCHOOL
 JD2870'ROAD ON THE LEFT   TURN LEFT AND GO SOUTHEAST, EAST, AND SOUTH 1.85
 JD2870'MI (2.98 KM) ON STAR SCHOOL ROAD TO THE ENTRANCE TO THE CITY OF
 JD2870'COLUMBIA PUMP STATION SITE, CONTINUE SOUTH 50 FEET AT ENTRANCE TO
 JD2870'CITY OF COLUMBIA PROPERTY AND STATION ON LEFT AS DESCRIBED.
 JD2870'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 12O DEG WEST 400
 JD2870'FT, MORE OR LESS, TO MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2871 ***********************************************************************
 JD2871  DESIGNATION -  BO 43
 JD2871  PID         -  JD2871
 JD2871  STATE/COUNTY-  MO/BOONE
 JD2871  USGS QUAD   -  JAMESTOWN (1969)
 JD2871
 JD2871                         *CURRENT SURVEY CONTROL
 JD2871  ___________________________________________________________________
 JD2871* NAD 83(1997)-  38 50 14.62701(N)    092 24 19.55812(W)     ADJUSTED  
 JD2871* NAVD 88     -       175.9    (meters)     577.     (feet)  VERTCON   
 JD2871  ___________________________________________________________________
 JD2871  X           -    -208,793.417 (meters)                     COMP
 JD2871  Y           -  -4,970,395.456 (meters)                     COMP
 JD2871  Z           -   3,978,362.231 (meters)                     COMP
 JD2871  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 JD2871  ELLIP HEIGHT-         143.16  (meters)          (02/17/00) GPS OBS
 JD2871  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2871
 JD2871  HORZ ORDER  -  FIRST
 JD2871  ELLP ORDER  -  FOURTH    CLASS I
 JD2871
 JD2871.The horizontal coordinates were established by GPS observations
 JD2871.and adjusted by the National Geodetic Survey in February 2000..
 JD2871
 JD2871.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2871
 JD2871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2871
 JD2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2871
 JD2871.The ellipsoidal height was determined by GPS observations
 JD2871.and is referenced to NAD 83.
 JD2871
 JD2871.The geoid height was determined by GEOID03.
 JD2871
 JD2871;                    North         East     Units Scale Factor Converg.
 JD2871;SPC MO C     -   333,384.980   508,210.186   MT  0.99993416   +0 03 33.5
 JD2871;UTM  15      - 4,298,900.446   551,602.446   MT  0.99963279   +0 22 22.3
 JD2871
 JD2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2871!SPC MO C     -   0.99997754  x   0.99993416  =   0.99991170
 JD2871!UTM  15      -   0.99997754  x   0.99963279  =   0.99961034
 JD2871
 JD2871                          SUPERSEDED SURVEY CONTROL
 JD2871
 JD2871  NAD 83(1986)-  38 50 14.63566(N)    092 24 19.56230(W) AD(       ) 1
 JD2871  NGVD 29 (09/27/93)  175.8    (m)          577.     (f) GPS OBS        
 JD2871
 JD2871.Superseded values are not recommended for survey control.
 JD2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2871.See file dsdata.txt to determine how the superseded data were derived.
 JD2871
 JD2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5160298900(NAD 83)
 JD2871_MARKER: DD = SURVEY DISK
 JD2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2871_SP_SET: CONCRETE POST
 JD2871_STAMPING: BO-43 1992
 JD2871_MARK LOGO: MODNR 
 JD2871_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2871+STABILITY: SURFACE MOTION
 JD2871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2871+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2871
 JD2871  HISTORY     - Date     Condition        Report By
 JD2871  HISTORY     - 1992     MONUMENTED       MODNR
 JD2871
 JD2871                          STATION DESCRIPTION
 JD2871
 JD2871'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2871'DATE OF REPORT 11-30-1992
 JD2871'STATION BO-43
 JD2871'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2871'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--B0-43 1992--
 JD2871'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2871'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-43U 1992--SET IN A MASS OF
 JD2871'CONCRETE.  THE STATION IS LOCATED SOUTHEAST OF THE INTERSECTION OF
 JD2871'OLD PLANK ROAD AND KATY TRAIL IN THE COMMUNITY OF PROVIDENCE ABOUT
 JD2871'8.5 MI (13.7 KM) SOUTHWEST OF COLUMBIA MO AND 9 MI (14.5 KM)
 JD2871'NORTHWEST OF ASHLAND, MO.  THE STATION IS 75 FEET SOUTH OF THE CENTER
 JD2871'LINE OF OLD PLANK ROAD, 44 FT (13.4 M) EAST OF THE CENTERLINE OF
 JD2871'KATY TRAIL (FORMERLY MISSOURI, KANSAS, AND TEXAS RAILROAD), 5.75 FT
 JD2871'(1.75 M) SOUTHEAST OF A NAIL AND SHINER IN A FENCE POST, 5.25 FT
 JD2871'(1.60 M) SOUTHWEST OF A NAIL AND SHINER IN A FENCE POST, 46.46 FT
 JD2871'(14.16 M) SOUTHWEST OF A NAIL AND SHINER IN A RAILROAD TIMBER FENCE
 JD2871'POST.
 JD2871'AZIMUTH MARK NOT SET.
 JD2871'STATION AND AZIMUTH MARK TO REACH
 JD2871'TO REACH THE STATION FROM THE INTERSECTION OF MO. HWY. 163 AND ROUTE K
 JD2871'AT ROCK BRIDGE SCHOOL ABOUT 3 MI (4.8 KM) SOUTH OF COLUMBIA MO, GO
 JD2871'SOUTHWESTERLY ON ROUTE K FOR 3.25 MI (5.23 KM) TO OLD PLANK RD. ON
 JD2871'THE LEFT, TURN LEFT AND FOLLOW PLANK RD. SOUTHWESTERLY FOR 2.0 MI
 JD2871'(3.2 KM) TO THE JUNCTION WITH WARREN SCHOOL RD. (WESTERLY) AND A
 JD2871'CURVE LEFT ON OLD PLANK RD.  TURN LEFT AND CONTINUE TO FOLLOW OLD
 JD2871'PLANK RD. SOUTHERLY AND WESTERLY TO THE TERMINUS AT THE KATY TRAIL
 JD2871'(FORMERLY MISSOURI, KANSAS AND TEXAS RAILROAD) AND THE STATION SITE
 JD2871'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2872 ***********************************************************************
 JD2872  DESIGNATION -  BO 44
 JD2872  PID         -  JD2872
 JD2872  STATE/COUNTY-  MO/BOONE
 JD2872  USGS QUAD   -  JAMESTOWN (1969)
 JD2872
 JD2872                         *CURRENT SURVEY CONTROL
 JD2872  ___________________________________________________________________
 JD2872* NAD 83(1997)-  38 49 03.68640(N)    092 23 02.95141(W)     ADJUSTED  
 JD2872* NAVD 88     -       172.8    (meters)     567.     (feet)  VERTCON   
 JD2872  ___________________________________________________________________
 JD2872  X           -    -207,004.358 (meters)                     COMP
 JD2872  Y           -  -4,971,840.715 (meters)                     COMP
 JD2872  Z           -   3,976,656.098 (meters)                     COMP
 JD2872  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 JD2872  ELLIP HEIGHT-         140.14  (meters)          (02/17/00) GPS OBS
 JD2872  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2872
 JD2872  HORZ ORDER  -  FIRST
 JD2872  ELLP ORDER  -  FOURTH    CLASS I
 JD2872
 JD2872.The horizontal coordinates were established by GPS observations
 JD2872.and adjusted by the National Geodetic Survey in February 2000..
 JD2872
 JD2872.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2872
 JD2872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2872
 JD2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2872
 JD2872.The ellipsoidal height was determined by GPS observations
 JD2872.and is referenced to NAD 83.
 JD2872
 JD2872.The geoid height was determined by GEOID03.
 JD2872
 JD2872;                    North         East     Units Scale Factor Converg.
 JD2872;SPC MO C     -   331,199.677   510,060.427   MT  0.99993458   +0 04 21.4
 JD2872;UTM  15      - 4,296,725.953   553,464.057   MT  0.99963520   +0 23 09.8
 JD2872
 JD2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2872!SPC MO C     -   0.99997801  x   0.99993458  =   0.99991259
 JD2872!UTM  15      -   0.99997801  x   0.99963520  =   0.99961322
 JD2872
 JD2872                          SUPERSEDED SURVEY CONTROL
 JD2872
 JD2872  NAD 83(1986)-  38 49 03.69500(N)    092 23 02.95548(W) AD(       ) 1
 JD2872  NGVD 29 (09/27/93)  172.8    (m)          567.     (f) GPS OBS        
 JD2872
 JD2872.Superseded values are not recommended for survey control.
 JD2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2872.See file dsdata.txt to determine how the superseded data were derived.
 JD2872
 JD2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5346496726(NAD 83)
 JD2872_MARKER: DD = SURVEY DISK
 JD2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2872_SP_SET: CONCRETE POST
 JD2872_STAMPING: BO-44 1992
 JD2872_MARK LOGO: MODNR 
 JD2872_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2872+STABILITY: SURFACE MOTION
 JD2872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2872+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2872
 JD2872  HISTORY     - Date     Condition        Report By
 JD2872  HISTORY     - 1992     MONUMENTED       MODNR
 JD2872
 JD2872                          STATION DESCRIPTION
 JD2872
 JD2872'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2872'DATE OF REPORT 11-30-1992
 JD2872'STATION BO-44
 JD2872'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2872'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-44 1992--
 JD2872'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2872'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-44U 1992--SET IN A MASS OF
 JD2872'CONCRETE.  THE STATION IS LOCATED ABOUT 10 MI (16.1 KM)
 JD2872'SOUTH-SOUTHWEST OF COLUMBIA MO AND 7.75 MI (12.47 KM) WEST-NORTHWEST
 JD2872'OF ASHLAND MO AND 1.2 MI (1.9 KM) NORTHWEST OF EASLEY MISSOURI IN THE
 JD2872'EAST RIGHT-OF-WAY OF SMITH HATCHERY ROAD.  THE STATION IS 20 FT
 JD2872'(6.1 M) EASTERLY OF THE CENTERLINE OF SMITH HATCHERY ROAD, 80.5 FT
 JD2872'(24.5 M) EASTERLY OF THE CENTERLINE OF KATY TRAIL, (FORMERLY
 JD2872'MISSOURI, KANSAS, AND TEXAS RAILROAD), 187 FT (57.0 M) SOUTHEAST OF
 JD2872'A PRIVATE DRIVE, 157.7 FT (48.1 M) NORTHWEST OF A NAIL AND SHINER IN
 JD2872'A RAILROAD TIMBER CORNER FENCE POST, 87.35 FT (26.62 M) SOUTHEAST OF
 JD2872'A NAIL AND SHINER IN A 12 INCH COTTONWOOD TREE, 2.30 FT (0.70 M)
 JD2872'SOUTHEAST OF A NAIL AND SHINER IN A RAILROAD TIMBER FENCE POST.
 JD2872'AZIMUTH MARK NOT ESTABLISHED.
 JD2872'STATION AND AZIMUTH MARK TO REACH
 JD2872'TO REACH THE STATION FROM THE EASLEY STORE, NEAR THE END OF MISSOURI
 JD2872'ROUTE N AT EASLEY MISSOURI, GO NORTHERLY ON EASLEY ROAD FOR 1.0 MI
 JD2872'(1.6 KM) TO THE INTERSECTION OF EASLEY ROAD, KATY TRAIL, AND SMITH
 JD2872'HATCHERY ROAD, THEN CONTINUE NORTHERLY ON SMITH HATCHERY ROAD FOR 0.2
 JD2872'MI (0.3 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.  THE STATION IS
 JD2872'SOUTH OF SMITH HATCHERY ROAD BRIDGE ACROSS BONNE FEMME CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2873 ***********************************************************************
 JD2873  DESIGNATION -  BO 45
 JD2873  PID         -  JD2873
 JD2873  STATE/COUNTY-  MO/BOONE
 JD2873  USGS QUAD   -  JAMESTOWN (1969)
 JD2873
 JD2873                         *CURRENT SURVEY CONTROL
 JD2873  ___________________________________________________________________
 JD2873* NAD 83(1997)-  38 47 19.94666(N)    092 22 43.14729(W)     ADJUSTED  
 JD2873* NAVD 88     -       172.9    (meters)     567.     (feet)  VERTCON   
 JD2873  ___________________________________________________________________
 JD2873  X           -    -206,610.198 (meters)                     COMP
 JD2873  Y           -  -4,973,863.543 (meters)                     COMP
 JD2873  Z           -   3,974,163.090 (meters)                     COMP
 JD2873  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 JD2873  ELLIP HEIGHT-         140.17  (meters)          (02/17/00) GPS OBS
 JD2873  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2873
 JD2873  HORZ ORDER  -  FIRST
 JD2873  ELLP ORDER  -  FOURTH    CLASS I
 JD2873
 JD2873.The horizontal coordinates were established by GPS observations
 JD2873.and adjusted by the National Geodetic Survey in February 2000..
 JD2873
 JD2873.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2873
 JD2873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2873
 JD2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2873
 JD2873.The ellipsoidal height was determined by GPS observations
 JD2873.and is referenced to NAD 83.
 JD2873
 JD2873.The geoid height was determined by GEOID03.
 JD2873
 JD2873;                    North         East     Units Scale Factor Converg.
 JD2873;SPC MO C     -   328,001.528   510,542.406   MT  0.99993470   +0 04 33.7
 JD2873;UTM  15      - 4,293,531.444   553,963.369   MT  0.99963586   +0 23 21.3
 JD2873
 JD2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2873!SPC MO C     -   0.99997801  x   0.99993470  =   0.99991271
 JD2873!UTM  15      -   0.99997801  x   0.99963586  =   0.99961388
 JD2873
 JD2873                          SUPERSEDED SURVEY CONTROL
 JD2873
 JD2873  NAD 83(1986)-  38 47 19.95525(N)    092 22 43.15134(W) AD(       ) 1
 JD2873  NGVD 29 (09/27/93)  172.8    (m)          567.     (f) GPS OBS        
 JD2873
 JD2873.Superseded values are not recommended for survey control.
 JD2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2873.See file dsdata.txt to determine how the superseded data were derived.
 JD2873
 JD2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5396393531(NAD 83)
 JD2873_MARKER: DD = SURVEY DISK
 JD2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2873_SP_SET: CONCRETE POST
 JD2873_STAMPING: BO-45 1992
 JD2873_MARK LOGO: MODNR 
 JD2873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2873+STABILITY: SURFACE MOTION
 JD2873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2873+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2873
 JD2873  HISTORY     - Date     Condition        Report By
 JD2873  HISTORY     - 1992     MONUMENTED       MODNR
 JD2873
 JD2873                          STATION DESCRIPTION
 JD2873
 JD2873'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2873'DATE OF REPORT 11-30-1992
 JD2873'STATION BO-45
 JD2873'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2873'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-45 1992--
 JD2873'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2873'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-45U 1992--SET IN A MASS OF
 JD2873'CONCRETE.  THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) WEST OF
 JD2873'ASHLAND, MO AND 11 MI (17.7 KM) SOUTH-SOUTHWEST OF COLUMBIA MO IN THE
 JD2873'WEST RIGHT-OF-WAY OF KATY TRAIL, (FORMERLY THE MISSOURI, KANSAS AND
 JD2873'TEXAS RAILROAD) ABOUT 0.45 MI (0.72 KM) SOUTH OF EASLEY MISSOURI. THE
 JD2873'STATION IS 76.8 FT (23.4 M) SOUTH OF HAROLD CUNNINGHAM ROAD, 10 FT
 JD2873'(3.0 M) WEST OF THE CENTERLINE OF KATY TRAILS, 41.17 FT (12.55 M)
 JD2873'NORTHEAST OF A NAIL AND SHINER IN A UTILITY POLE, AND 4.10 FT
 JD2873'(1.25 M) EAST OF A METAL SIGN POST.
 JD2873'NO AZIMUTH SET.
 JD2873'STATION AND AZIMUTH MARK TO REACH
 JD2873'TO REACH THE STATION FROM THE EASLEY STORE, NEAR THE END OF MISSOURI
 JD2873'ROUTE N AT EASLEY MISSOURI, GO SOUTH, SOUTHEAST, AND SOUTHWEST ON
 JD2873'RIPPETO ROAD FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF RIPPETO ROAD
 JD2873'AND HAROLD CUNNINGHAM ROAD, JUST SOUTH OF THE BRIDGE ACROSS BONNE
 JD2873'FEMME CREEK, TURN RIGHT AND GO WEST, AND NORTH ON HAROLD CUNNINGHAM
 JD2873'ROAD FOR 0.35 MI (0.56 KM) TO THE INTERSECTION OF HAROLD CUNNINGHAM
 JD2873'ROAD AND KATY TRAIL, PARK VEHICLE AND WALK SOUTH ON KATY TRAIL FOR
 JD2873'768 FT (234.1 M) TO STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2874 ***********************************************************************
 JD2874  DESIGNATION -  BO 46
 JD2874  PID         -  JD2874
 JD2874  STATE/COUNTY-  MO/BOONE
 JD2874  USGS QUAD   -  ROCHEPORT (1979)
 JD2874
 JD2874                         *CURRENT SURVEY CONTROL
 JD2874  ___________________________________________________________________
 JD2874* NAD 83(1997)-  38 58 40.26594(N)    092 33 43.54100(W)     ADJUSTED  
 JD2874* NAVD 88     -       180.6    (meters)     593.     (feet)  VERTCON   
 JD2874  ___________________________________________________________________
 JD2874  X           -    -221,945.383 (meters)                     COMP
 JD2874  Y           -  -4,960,026.052 (meters)                     COMP
 JD2874  Z           -   3,990,498.842 (meters)                     COMP
 JD2874  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 JD2874  ELLIP HEIGHT-         147.80  (meters)          (02/17/00) GPS OBS
 JD2874  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JD2874
 JD2874  HORZ ORDER  -  FIRST
 JD2874  ELLP ORDER  -  FOURTH    CLASS I
 JD2874
 JD2874.The horizontal coordinates were established by GPS observations
 JD2874.and adjusted by the National Geodetic Survey in February 2000..
 JD2874
 JD2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2874
 JD2874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2874
 JD2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2874
 JD2874.The ellipsoidal height was determined by GPS observations
 JD2874.and is referenced to NAD 83.
 JD2874
 JD2874.The geoid height was determined by GEOID03.
 JD2874
 JD2874;                    North         East     Units Scale Factor Converg.
 JD2874;SPC MO C     -   348,973.986   494,619.639   MT  0.99993369   -0 02 20.6
 JD2874;UTM  15      - 4,314,409.939   537,930.883   MT  0.99961772   +0 16 31.6
 JD2874
 JD2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2874!SPC MO C     -   0.99997681  x   0.99993369  =   0.99991050
 JD2874!UTM  15      -   0.99997681  x   0.99961772  =   0.99959454
 JD2874
 JD2874                          SUPERSEDED SURVEY CONTROL
 JD2874
 JD2874  NAD 83(1986)-  38 58 40.27467(N)    092 33 43.54483(W) AD(       ) 1
 JD2874  NGVD 29 (09/27/93)  180.6    (m)          593.     (f) GPS OBS        
 JD2874
 JD2874.Superseded values are not recommended for survey control.
 JD2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2874.See file dsdata.txt to determine how the superseded data were derived.
 JD2874
 JD2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD3793114410(NAD 83)
 JD2874_MARKER: DD = SURVEY DISK
 JD2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2874_SP_SET: CONCRETE POST
 JD2874_STAMPING: BO-46 1992
 JD2874_MARK LOGO: MODNR 
 JD2874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2874+STABILITY: SURFACE MOTION
 JD2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2874+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2874
 JD2874  HISTORY     - Date     Condition        Report By
 JD2874  HISTORY     - 1992     MONUMENTED       MODNR
 JD2874
 JD2874                          STATION DESCRIPTION
 JD2874
 JD2874'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2874'DATE OF REPORT 11-30-1992
 JD2874'STATION BO-46
 JD2874'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2874'THE STATION IS A STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-46 1992--
 JD2874'SET IN A 12 INCH DIAMETER CONCRETE POST.  THE UNDERGROUND STATION IS A
 JD2874'STANDARD DNR GRS ALUMINUM DISK STAMPED--BO-46U 1992--SET IN A MASS OF
 JD2874'CONCRETE.  THE STATION IS LOCATED SOUTHWEST OF THE INTERSECTION OF
 JD2874'FIRST AND PIKE STREETS IN ROCHEPORT MO. THE STATION IS 94.5 FT
 JD2874'(28.8 M) WEST OF THE CENTERLINE OF PIKE STREET, 21 FEET SOUTH OF THE
 JD2874'CENTERLINE OF FIRST STREET, 21 FEET NORTH OF CENTERLINE OF KATY
 JD2874'TRAIL, 10.10 FT (3.08 M) NORTHWEST OF A NAIL AND SHINER IN A WOODEN
 JD2874'POST, 9.55 FT (2.91 M) NORTHEAST OF A NAIL AND SHINER IN  A WOODEN
 JD2874'POST, AND 4.8 FT (1.5 M) NORTH OF A CARSONITE SIGN POST.
 JD2874'NO AZIMUTH SET.
 JD2874'STATION AND AZIMUTH MARK TO REACH
 JD2874'TO REACH THE STATION FROM I-70 EXIT 115 (ROUTE BB) ABOUT .75 MI
 JD2874'(1.21 KM) EAST OF THE MISSOURI RIVER BRIDGE, GO NORTHWESTERLY ON
 JD2874'ROUTE BB FOR 2.0 MI (3.2 KM) TO ITS INTERSECTION WITH PIKE STREET IN
 JD2874'THE EAST EDGE OF ROCHEPORT MO.  TURN LEFT AND GO SOUTH ON PIKE FOR
 JD2874'0.15 MI (0.24 KM) TO FIRST STREET AND THE STATION IN THE SOUTHWEST
 JD2874'ANGLE OF THE INTERSECTION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0811 ***********************************************************************
 HC0811  DESIGNATION -  BOARD
 HC0811  PID         -  HC0811
 HC0811  STATE/COUNTY-  MO/SHANNON
 HC0811  USGS QUAD   -  GLADDEN (1967)
 HC0811
 HC0811                         *CURRENT SURVEY CONTROL
 HC0811  ___________________________________________________________________
 HC0811* NAD 83(1997)-  37 22 37.90834(N)    091 27 49.55560(W)     ADJUSTED  
 HC0811* NAVD 88     -       364.5    (meters)    1196.     (feet)  VERTCON   
 HC0811  ___________________________________________________________________
 HC0811  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 HC0811  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 HC0811
 HC0811  HORZ ORDER  -  SECOND
 HC0811
 HC0811.The horizontal coordinates were established by classical geodetic methods
 HC0811.and adjusted by the National Geodetic Survey in February 2000..
 HC0811
 HC0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0811
 HC0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0811
 HC0811.The geoid height was determined by GEOID03.
 HC0811
 HC0811;                    North         East     Units Scale Factor Converg.
 HC0811;SPC MO E     -   171,747.356   164,643.865   MT  1.00002305   -0 35 06.4
 HC0811;UTM  15      - 4,137,824.451   636,014.278   MT  0.99982788   +0 55 57.8
 HC0811
 HC0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0811!SPC MO E     -   0.99994754  x   1.00002305  =   0.99997059
 HC0811!UTM  15      -   0.99994754  x   0.99982788  =   0.99977543
 HC0811
 HC0811|---------------------------------------------------------------------|
 HC0811| PID    Reference Object                     Distance      Geod. Az  |
 HC0811|                                                           dddmmss.s |
 HC0811| CN5725 BOARD RM 1                            7.434 METERS 05152     |
 HC0811| CN5726 BOARD RM 2                           11.767 METERS 14701     |
 HC0811| HC0806 SHANNONDALE LOOKOUT TOWER           APPROX. 7.6 KM 1471020.7 |
 HC0811| HC0812 BOARD RM 3                          152.247 METERS 23205     |
 HC0811|---------------------------------------------------------------------|
 HC0811
 HC0811                          SUPERSEDED SURVEY CONTROL
 HC0811
 HC0811  NAD 83(1986)-  37 22 37.92011(N)    091 27 49.55400(W) AD(       ) 2
 HC0811  NAD 27      -  37 22 37.75911(N)    091 27 49.04767(W) AD(       ) 2
 HC0811  NGVD 29 (07/19/86)  364.4    (m)         1196.     (f) VERT ANG       
 HC0811
 HC0811.Superseded values are not recommended for survey control.
 HC0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0811.See file dsdata.txt to determine how the superseded data were derived.
 HC0811
 HC0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB3601437824(NAD 83)
 HC0811_MARKER: DS = TRIANGULATION STATION DISK
 HC0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0811+STABILITY: SURFACE MOTION
 HC0811
 HC0811  HISTORY     - Date     Condition        Report By
 HC0811  HISTORY     - 1977     MONUMENTED       NGS
 HC0811
 HC0811                          STATION DESCRIPTION
 HC0811
 HC0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0811'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF
 HC0811'ROUND SPRING,
 HC0811'17 MILES NORTH-NORTHWEST OF EMINENCE, 21 MILES EAST-NORTHEAST
 HC0811'OF RAYMONDVILLE ON THE ROAD RIGHT-OF-WAY AND IN THE
 HC0811'SOUTHEAST 1/4 OF SECTION 15, R 5 W, T 31 N.
 HC0811'
 HC0811'TO REACH THE STATION FROM THE POST OFFICE IN ROUND SPRING, GO
 HC0811'NORTHERLY ON STATE HIGHWAY 19 FOR 6.2 MILES TO
 HC0811'COUNTY ROUTE A ON THE RIGHT.
 HC0811'CONTINUE NORTHERLY ON HIGHWAY 19 FOR 3.3 MILES TO
 HC0811'A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWESTERLY
 HC0811'ON A GRAVELED ROAD
 HC0811'FOR 0.65 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 HC0811'SOUTHWESTERLY ON THE GRAVELED ROAD FOR 0.5 MILE TO A SIDE
 HC0811'ROAD ON THE RIGHT,
 HC0811'CONTINUE SOUTHWESTERLY ON THE GRAVELED ROAD FOR 0.5 MILE
 HC0811'TO THE STATION
 HC0811'ON THE RIGHT.  TO REACH THE REFERENCE MARK 3 FROM THE
 HC0811'STATION, CONTINUE SOUTHWESTERLY ON THE GRAVELED ROAD FOR 0.1
 HC0811'MILE TO THE MARK ON THE RIGHT.
 HC0811'
 HC0811'THE STATION MARKS ARE, STANDARD DISKS STAMPED---BOARD 1977---.
 HC0811'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0811'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 HC0811'SURFACE AND HAS A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS
 HC0811'18 FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD AND 2.1
 HC0811'FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 HC0811'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 HC0811'BELOW THE GROUND SURFACE.
 HC0811'
 HC0811'REFERENCE MARK 1, A STANDARD DISK
 HC0811'STAMPED---BOARD NO 1 1977---,
 HC0811'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 HC0811'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 21
 HC0811'FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD AND 2.9 FEET
 HC0811'SOUTHWEST OF A METAL WITNESS POST.
 HC0811'
 HC0811'REFERENCE MARK 2, A STANDARD DISK
 HC0811'STAMPED---BOARD NO 2 1977---,
 HC0811'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0811'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 21
 HC0811'FEET SOUTHEAST OF THE CENTER OF THE GRAVELED ROAD AND 2.6 FEET
 HC0811'NORTHEAST OF A METAL WITNESS POST.
 HC0811'
 HC0811'REFERENCE MARK 3, A STANDARD DISK
 HC0811'STAMPED---BOARD NO 3 1977---,
 HC0811'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0811'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE AND HAS A
 HC0811'METAL ROD EMBEDDED IN THE MONUMENT.
 HC0811'IT IS 17 FEET WEST OF THE CENTER OF GRAVELED ROAD AND
 HC0811'3.0 FEET EAST OF A METAL WITNESS POST.
 HC0811'THE UNDERGROUND DISK IS A
 HC0811'STANDARD REFERENCE MARK DISK STAMPED---BOARD NO 3 1977---,
 HC0811'SET IN THE TOP OF AN IRREGULAR MASS
 HC0811'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HC0811'
 HC0811'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0812 ***********************************************************************
 HC0812  DESIGNATION -  BOARD RM 3
 HC0812  PID         -  HC0812
 HC0812  STATE/COUNTY-  MO/SHANNON
 HC0812  USGS QUAD   -  GLADDEN (1967)
 HC0812
 HC0812                         *CURRENT SURVEY CONTROL
 HC0812  ___________________________________________________________________
 HC0812* NAD 83(1997)-  37 22 34.87403(N)    091 27 54.43788(W)     ADJUSTED  
 HC0812* NAVD 88     -       359.2    (meters)    1178.     (feet)  VERTCON   
 HC0812  ___________________________________________________________________
 HC0812  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 HC0812  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 HC0812
 HC0812  HORZ ORDER  -  SECOND
 HC0812
 HC0812.The horizontal coordinates were established by classical geodetic methods
 HC0812.and adjusted by the National Geodetic Survey in February 2000..
 HC0812.No horizontal observational check was made to the station.
 HC0812
 HC0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0812
 HC0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0812
 HC0812.The geoid height was determined by GEOID03.
 HC0812
 HC0812;                    North         East     Units Scale Factor Converg.
 HC0812;SPC MO E     -   171,655.041   164,522.794   MT  1.00002330   -0 35 09.3
 HC0812;UTM  15      - 4,137,728.980   635,895.718   MT  0.99982749   +0 55 54.8
 HC0812
 HC0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0812!SPC MO E     -   0.99994838  x   1.00002330  =   0.99997167
 HC0812!UTM  15      -   0.99994838  x   0.99982749  =   0.99977587
 HC0812
 HC0812                          SUPERSEDED SURVEY CONTROL
 HC0812
 HC0812  NAD 83(1986)-  37 22 34.88580(N)    091 27 54.43628(W) AD(       ) 2
 HC0812  NAD 27      -  37 22 34.72562(N)    091 27 53.92849(W) AD(       ) 2
 HC0812  NGVD 29 (07/19/86)  359.1    (m)         1178.     (f) VERT ANG       
 HC0812
 HC0812.Superseded values are not recommended for survey control.
 HC0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0812.See file dsdata.txt to determine how the superseded data were derived.
 HC0812
 HC0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB3589637729(NAD 83)
 HC0812_MARKER: DR = REFERENCE MARK DISK
 HC0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0812+STABILITY: SURFACE MOTION
 HC0812
 HC0812  HISTORY     - Date     Condition        Report By
 HC0812  HISTORY     - 1977     MONUMENTED       NGS
 HC0812
 HC0812                          STATION DESCRIPTION
 HC0812
 HC0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0812'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF
 HC0812'ROUND SPRING,
 HC0812'17 MILES NORTH-NORTHWEST OF EMINENCE, 21 MILES EAST-NORTHEAST
 HC0812'OF RAYMONDVILLE ON THE ROAD RIGHT-OF-WAY AND IN THE
 HC0812'SOUTHEAST 1/4 OF SECTION 15, R 5 W, T 31 N.
 HC0812'
 HC0812'TO REACH THE STATION FROM THE POST OFFICE IN ROUND SPRING, GO
 HC0812'NORTHERLY ON STATE HIGHWAY 19 FOR 6.2 MILES TO
 HC0812'COUNTY ROUTE A ON THE RIGHT.
 HC0812'CONTINUE NORTHERLY ON HIGHWAY 19 FOR 3.3 MILES TO
 HC0812'A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWESTERLY
 HC0812'ON A GRAVELED ROAD
 HC0812'FOR 0.65 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 HC0812'SOUTHWESTERLY ON THE GRAVELED ROAD FOR 0.5 MILE TO A SIDE
 HC0812'ROAD ON THE RIGHT,
 HC0812'CONTINUE SOUTHWESTERLY ON THE GRAVELED ROAD FOR 0.5 MILE
 HC0812'TO TRIANGULATION STATION BOARD ON THE RIGHT.
 HC0812'CONTINUE SOUTHWESTERLY ON THE GRAVELED ROAD FOR 0.1 MILE
 HC0812'TO THE STATION ON THE RIGHT.
 HC0812'
 HC0812'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS,
 HC0812'STAMPED---BOARD NO 3 1977---.  THE SURFACE DISK
 HC0812'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0812'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE AND HAS A
 HC0812'METAL ROD EMBEDDED IN THE MONUMENT.  IT IS 17 FEET WEST OF
 HC0812'THE CENTER OF A GRAVEL ROAD AND 3.0 FEET EAST OF A
 HC0812'METAL WITNESS POST.  THE UNDERGROUND DISK IS
 HC0812'SET IN THE TOP OF AN IRREGULAR MASS
 HC0812'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HC0812'
 HC0812'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1306 ***********************************************************************
 HD1306  DESIGNATION -  BOAZ
 HD1306  PID         -  HD1306
 HD1306  STATE/COUNTY-  MO/CHRISTIAN
 HD1306  USGS QUAD   -  REPUBLIC (1975)
 HD1306
 HD1306                         *CURRENT SURVEY CONTROL
 HD1306  ___________________________________________________________________
 HD1306* NAD 83(1997)-  37 01 15.76981(N)    093 23 57.69449(W)     ADJUSTED  
 HD1306* NAVD 88     -       397.3    (meters)    1303.     (feet)  GPS OBS   
 HD1306  ___________________________________________________________________
 HD1306  X           -    -302,339.257 (meters)                     COMP
 HD1306  Y           -  -5,089,909.593 (meters)                     COMP
 HD1306  Z           -   3,819,480.081 (meters)                     COMP
 HD1306  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 HD1306  ELLIP HEIGHT-         368.29  (meters)          (02/17/00) GPS OBS
 HD1306  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HD1306
 HD1306  HORZ ORDER  -  FIRST
 HD1306  ELLP ORDER  -  FOURTH    CLASS I
 HD1306
 HD1306.The horizontal coordinates were established by GPS observations
 HD1306.and adjusted by the National Geodetic Survey in February 2000..
 HD1306
 HD1306.The orthometric height was determined by GPS observations and a
 HD1306.high-resolution geoid model.
 HD1306
 HD1306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1306
 HD1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1306
 HD1306.The ellipsoidal height was determined by GPS observations
 HD1306.and is referenced to NAD 83.
 HD1306
 HD1306.The geoid height was determined by GEOID03.
 HD1306
 HD1306;                    North         East     Units Scale Factor Converg.
 HD1306;SPC MO C     -   132,166.389   419,972.994   MT  1.00001220   -0 32 29.5
 HD1306;UTM  15      - 4,097,281.749   464,476.272   MT  0.99961555   -0 14 25.7
 HD1306
 HD1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1306!SPC MO C     -   0.99994221  x   1.00001220  =   0.99995441
 HD1306!UTM  15      -   0.99994221  x   0.99961555  =   0.99955778
 HD1306
 HD1306|---------------------------------------------------------------------|
 HD1306| PID    Reference Object                     Distance      Geod. Az  |
 HD1306|                                                           dddmmss.s |
 HD1306| CN5728 BOAZ RM 1                             8.773 METERS 02806     |
 HD1306| CN5727 BOAZ AZ MK                                         1172711.4 |
 HD1306| CN5729 BOAZ RM 2                            19.623 METERS 32145     |
 HD1306|---------------------------------------------------------------------|
 HD1306
 HD1306                          SUPERSEDED SURVEY CONTROL
 HD1306
 HD1306  NAD 83(1997)-  37 01 15.76995(N)    093 23 57.69443(W) AD(       ) 1
 HD1306  NAD 83(1986)-  37 01 15.78087(N)    093 23 57.69318(W) AD(       ) 1
 HD1306  NAD 83(1997)-  37 01 15.78087(N)    093 23 57.69318(W) AD(       ) 2
 HD1306  NAD 83(1986)-  37 01 15.78148(N)    093 23 57.69290(W) AD(       ) 2
 HD1306  NAD 27      -  37 01 15.58610(N)    093 23 57.01130(W) AD(       ) 2
 HD1306  NGVD 29 (07/19/86)  397.20   (m)         1303.1    (f) LEVELING    3  
 HD1306
 HD1306.Superseded values are not recommended for survey control.
 HD1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1306.See file dsdata.txt to determine how the superseded data were derived.
 HD1306
 HD1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6447697282(NAD 83)
 HD1306_MARKER: DS = TRIANGULATION STATION DISK
 HD1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1306_STAMPING: BOAZ 1959
 HD1306_MARK LOGO: CGS   
 HD1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1306+STABILITY: SURFACE MOTION
 HD1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1306+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1996
 HD1306
 HD1306  HISTORY     - Date     Condition        Report By
 HD1306  HISTORY     - 1959     MONUMENTED       CGS
 HD1306  HISTORY     - 19960823 GOOD             MODNR
 HD1306
 HD1306                          STATION DESCRIPTION
 HD1306
 HD1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1306'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF SEC. 25, T 27 N,
 HD1306'R 22 W.  IT IS ABOUT 5 MILES SOUTHEAST OF CLEVER, ABOUT 6 MILES
 HD1306'SOUTHWEST OF NIXA AND ABOUT 0.3 MILE NORTH OF THE SMALL VILLAGE OF
 HD1306'BOAZ AND ON HIGHWAY PROPERTY.  IT IS 125 FEET NORTHEAST OF A FENCE
 HD1306'CORNER, 30 FEET EAST OF THE CENTERLINE OF COUNTY HIGHWAY N, 4
 HD1306'FEET NORTH OF A WITNESS POST, AND 3 FEET WEST OF A FENCE.  THE
 HD1306'MONUMENT IS FLUSH AND THE DISK IS STAMPED BOAZ 1959.
 HD1306'
 HD1306'TO REACH THE STATION FROM THE VILLAGE OF BOAZ, GO NORTH ON
 HD1306'COUNTY HIGHWAY N FOR 0.25 MILE TO THE STATION ON THE RIGHT, EAST
 HD1306'SIDE OF THE ROAD.
 HD1306'
 HD1306'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY N
 HD1306'FOR 0.25 MILE TO A CROSSROADS.  TURN LEFT AND GO EASTERLY ON A
 HD1306'GRAVELED ROAD FOR 0.55 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH
 HD1306'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE
 HD1306'ROAD.
 HD1306'
 HD1306'REFERENCE MARK 1 IS 33 FEET EAST OF THE CENTERLINE OF HIGHWAY N,
 HD1306'32 FEET SOUTH OF A WITNESS POST AND 6 FEET WEST OF A FENCE.  THE
 HD1306'MONUMENT IS FLUSH AND THE DISK IS STAMPED BOAZ NO 1 1959.
 HD1306'
 HD1306'REFERENCE MARK 2 IS 31 FEET WEST OF THE CENTERLINE OF HIGHWAY N,
 HD1306'1 FOOT EAST OF A FENCE, AND 1 FOOT SOUTH OF A TELEPHONE POLE.  THE
 HD1306'MONUMENT IS FLUSH AND THE DISK IS STAMPED BOAZ NO 2 1959.
 HD1306'
 HD1306'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 HD1306'ROAD, 1 FOOT NORTH OF A WITNESS POST, AND 1 FOOT SOUTH OF A
 HD1306'TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HD1306'BOAZ 1959.
 HD1306'
 HD1306'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HD1306
 HD1306                          STATION RECOVERY (1996)
 HD1306
 HD1306'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 HD1306'THE STATION WAS FOUND IN GOOD CONDITION. THE STATION IS A STANDARD CGS
 HD1306'TRIANGULATION DISK STAMPED -BOAZ 1959- AND SET IN A 12 INCH SQUARE
 HD1306'CONCRETE POST FLUSH WITH THE SURFACE AND LOCATED IN THE EAST
 HD1306'RIGHT-OF-WAY OF HIGHWAY -N- IN THE NE 1/4 OF SECTION 25, TOWNSHIP 27
 HD1306'NORTH, RANGE 23 WEST ABOUT 0.2 MI (0.3 KM) NORTH OF THE VILLAGE OF
 HD1306'BOAZ.  THE STATION IS 27 FT (8.2 M) EAST OF THE HIGHWAY CENTERLINE,
 HD1306'28.8 FT (8.8 M) SOUTH OF A 4 INCH HIGHWAY SIGN POST, 65.4 FT (19.9 M)
 HD1306'SOUTHEAST OF A POWER POLE, 139 FT (42.4 M) NORTH OF A PRIVATE DRIVE
 HD1306'AND 2.5 FT (0.8 M) WEST OF A CARSONITE SIGN POST IN THE RIGHT-OF-WAY
 HD1306'FENCE. TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI HIGHWAY
 HD1306'14 AND STATE ROUTE -N-, 4 MI (6.4 KM) EAST OF CLEVER, MO, GO SOUTH ON
 HD1306'STATE ROUTE -N- FOR 1.61 MI (2.59 KM) TO THE STATION ON THE LEFT AS
 HD1306'DESCRIBED. NO AZIMUTH MARK RECOVERED AT THIS TIME. DATE OF REPORT
 HD1306'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1763 ***********************************************************************
 GD1763  DESIGNATION -  BOEKERTON
 GD1763  PID         -  GD1763
 GD1763  STATE/COUNTY-  MO/NEW MADRID
 GD1763  USGS QUAD   -  BOEKERTON (1978)
 GD1763
 GD1763                         *CURRENT SURVEY CONTROL
 GD1763  ___________________________________________________________________
 GD1763* NAD 83(1997)-  36 24 18.22238(N)    089 46 27.21773(W)     ADJUSTED  
 GD1763* NAVD 88     -        83.3    (meters)     273.     (feet)  GPS OBS   
 GD1763  ___________________________________________________________________
 GD1763  X           -      20,252.025 (meters)                     COMP
 GD1763  Y           -  -5,139,455.639 (meters)                     COMP
 GD1763  Z           -   3,764,493.229 (meters)                     COMP
 GD1763  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 GD1763  ELLIP HEIGHT-          54.83  (meters)          (02/17/00) GPS OBS
 GD1763  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GD1763
 GD1763  HORZ ORDER  -  SECOND
 GD1763  ELLP ORDER  -  FOURTH    CLASS I
 GD1763
 GD1763.The horizontal coordinates were established by classical geodetic methods
 GD1763.and adjusted by the National Geodetic Survey in February 2000..
 GD1763
 GD1763.The orthometric height was determined by GPS observations and a
 GD1763.high-resolution geoid model.
 GD1763
 GD1763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1763
 GD1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1763
 GD1763.The ellipsoidal height was determined by GPS observations
 GD1763.and is referenced to NAD 83.
 GD1763
 GD1763.The geoid height was determined by GEOID03.
 GD1763
 GD1763;                    North         East     Units Scale Factor Converg.
 GD1763;SPC MO E     -    63,680.159   315,098.257   MT  0.99998553   +0 25 50.7
 GD1763;UTM  16      - 4,032,453.369   251,221.418   MT  1.00036261   -1 38 50.4
 GD1763
 GD1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1763!SPC MO E     -   0.99999139  x   0.99998553  =   0.99997693
 GD1763!UTM  16      -   0.99999139  x   1.00036261  =   1.00035400
 GD1763
 GD1763:                Primary Azimuth Mark                     Grid Az
 GD1763:SPC MO E     -  PORTAGEVILLE SWIFT AND CO TANK           064 27 36.6
 GD1763:UTM  16      -  PORTAGEVILLE SWIFT AND CO TANK           066 32 17.7
 GD1763
 GD1763|---------------------------------------------------------------------|
 GD1763| PID    Reference Object                     Distance      Geod. Az  |
 GD1763|                                                           dddmmss.s |
 GD1763| GD1705 PORTAGEVILLE SWIFT AND CO TANK      APPROX. 8.4 KM 0645327.3 |
 GD1763| GD1704 PORTAGEVILLE MUNICIPAL TANK         APPROX. 7.1 KM 0722302.7 |
 GD1763| GD1941 BOEKERTON RM 1                       33.885 METERS 08627     |
 GD1763| GD1943 BOEKERTON AZ MK                                    1024800.8 |
 GD1763| GD1942 BOEKERTON RM 3                       19.792 METERS 14640     |
 GD1763| GD1771 GIDEON MUNICIPAL TANK               APPROX.14.5 KM 2923118.5 |
 GD1763| GD1770 GIDEON FLETCHER COMP CO TANK        APPROX.14.7 KM 2925056.0 |
 GD1763| CG3272 BOEKERTON RM 2                       33.774 METERS 34432     |
 GD1763|---------------------------------------------------------------------|
 GD1763
 GD1763                          SUPERSEDED SURVEY CONTROL
 GD1763
 GD1763  NAD 83(1997)-  36 24 18.22448(N)    089 46 27.21798(W) AD(       ) 2
 GD1763  NAD 83(1997)-  36 24 18.23296(N)    089 46 27.21448(W) AD(       ) 2
 GD1763  NAD 83(1986)-  36 24 18.23277(N)    089 46 27.21441(W) AD(       ) 2
 GD1763  NAD 27      -  36 24 18.00520(N)    089 46 26.91700(W) AD(       ) 2
 GD1763  NGVD 29 (05/28/98)   83.3    (m)          273.     (f) GPS OBS        
 GD1763
 GD1763.Superseded values are not recommended for survey control.
 GD1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1763.See file dsdata.txt to determine how the superseded data were derived.
 GD1763
 GD1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5122132453(NAD 83)
 GD1763_MARKER: DS = TRIANGULATION STATION DISK
 GD1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1763_SP_SET: CONCRETE POST
 GD1763_STAMPING: BOEKERTON 1954
 GD1763_MARK LOGO: CGS   
 GD1763_PROJECTION: FLUSH
 GD1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1763+STABILITY: SURFACE MOTION
 GD1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1763+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 GD1763
 GD1763  HISTORY     - Date     Condition        Report By
 GD1763  HISTORY     - 1954     MONUMENTED       CGS
 GD1763  HISTORY     - 1954     GOOD             CGS
 GD1763  HISTORY     - 1969     GOOD             CGS
 GD1763  HISTORY     - 19910312 GOOD             NGS
 GD1763  HISTORY     - 19961001 GOOD             USE
 GD1763
 GD1763                          STATION DESCRIPTION
 GD1763
 GD1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1763'THE STATION IS ABOUT 8.5 MILES EAST-SOUTHEAST OF GIDEON, ABOUT 4
 GD1763'MILES WEST-NORTHWEST OF PORTAGEVILLE, AND ABOUT 0.7 MILE WEST OF
 GD1763'LITTLE RIVER ON PROPERTY OWNED BY THE BOEKERTON BAPTIST CHURCH.  IT
 GD1763'IS 108 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CHURCH, 63 FEET
 GD1763'SOUTH OF A GRAVELED ROAD, AND 17 FEET EAST OF A FENCE LINE.  IT IS
 GD1763'STAMPED BOEKERTON 1954 AND IS SET FLUSH.
 GD1763'
 GD1763'REFERENCE MARK 1 IS 28 FEET SOUTH OF A GRAVELED ROAD, AND 15 FEET
 GD1763'WEST OF A POWERLINE POLE.  IT IS STAMPED BOEKERTON NO 1 1954 AND IS
 GD1763'SET FLUSH.
 GD1763'
 GD1763'REFERENCE MARK 2 IS 30 FEET NORTH OF A GRAVELED ROAD, AND 1.0 FOOT
 GD1763'SOUTH OF A FENCE LINE.  IT IS STAMPED BOEKERTON NO 2 1954 AND
 GD1763'PROJECTS 4 INCHES.
 GD1763'
 GD1763'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 172.43 FEET.
 GD1763'
 GD1763'THE AZIMUTH MARK IS 31 FEET SOUTH OF A GRAVELED ROAD, 1.5 FEET NORTH
 GD1763'OF A FENCE LINE, AND 1.0 FOOT WEST OF A POWERLINE POLE.  IT IS
 GD1763'STAMPED BOEKERTON 1954 AND PROJECTS 4 INCHES.
 GD1763'
 GD1763'TO REACH THE STATION FROM THE POST OFFICE IN WARDELL GO NORTH ON
 GD1763'COUNTY ROUTE B FOR 4.65 MILES TO A T-ROAD, TURN RIGHT, EAST, ON
 GD1763'COUNTY ROUTE B AND GO 0.55 MILE TO WHERE COUNTY ROUTE B TURNS
 GD1763'NORTH, CONTINUE STRAIGHT, EAST, CROSSING A SMALL WOODEN BRIDGE FOR
 GD1763'2.05 MILES TO THE STATION ON THE RIGHT.
 GD1763'
 GD1763'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.25 MILE TO
 GD1763'THE MARK ON THE RIGHT AS DESCRIBED.
 GD1763'
 GD1763'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 GD1763
 GD1763                          STATION RECOVERY (1954)
 GD1763
 GD1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 GD1763'RECOVERED IN GOOD CONDITION.
 GD1763
 GD1763                          STATION RECOVERY (1969)
 GD1763
 GD1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1763'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GD1763'RECOVERED AND FOUND IN GOOD CONDITION.  THE BROKEN MONUMENT FOR
 GD1763'REFERENCE MARK NO. 2 WAS FOUND HAVING BEEN DESTROYED BY FARMING
 GD1763'OPERATIONS.  THE DISK WAS RECOVERED.  A NEW REFERENCE MARK NO. 3
 GD1763'WAS ESTABLISHED THIS DATE.  THE STATION WAS OCCUPIED AND THE
 GD1763'HORIZONTAL ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND THE
 GD1763'REFERENCE MARKS.  IN CHECKING THE HORIZONTAL MEASURED DISTANCE
 GD1763'BETWEEN THE STATION AND REFERENCE MARK NO. 1 A DISCREPANCY OF -
 GD1763'0.02 OF A FOOT WAS NOTED, HOWEVER, THE ANGLE BETWEEN THE AZIMUTH
 GD1763'MARK AND REFERENCE MARK NO. 1 CHECKED THE 1954 OBSERVATIONS WELL
 GD1763'WITHIN THE REQUIRED LIMITS.
 GD1763'
 GD1763'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1763'
 GD1763'THE STATION IS LOCATED ON THE PROPERTY OF THE BOEKERTON BAPTIST
 GD1763'CHURCH, ABOUT 8.5 MILES EAST-SOUTHEAST OF GIDEON, 5 MILES NORTHEAST
 GD1763'OF WARDELL, 4 MILES WEST OF PORTAGEVILLE, AND 0.6 OF A MILE WEST OF
 GD1763'THE LITTLE RIVER SCHOOL IN THE SMALL COMMUNITY OF BOEKERTON.
 GD1763'
 GD1763'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTES A AND B JUST
 GD1763'EAST OF THE POST OFFICE IN WARDELL, GO NORTH ON COUNTY ROUTE B FOR
 GD1763'4.65 MILES TO A GRAVELED CROSSROAD AND THE GLISSON GROCERY AND
 GD1763'MARKET IN THE SOUTHWEST ANGLE.  HERE TURN RIGHT ON THE GRAVELED ROAD
 GD1763'AND GO EASTERLY FOR 0.55 OF A MILE TO A GRAVELED T ROAD LEFT,
 GD1763'CONTINUE EAST, CROSSING A SMALL WOODEN BRIDGE AND GO 2.05 MILES ON
 GD1763'THE GRAVELED ROAD TO A CROSSROAD AND THE BOEKERTON BAPTIST CHURCH IN
 GD1763'THE SOUTHWEST ANGLE AND THE STATION AS DESCRIBED IN CHURCHYARD.
 GD1763'
 GD1763'THE STATION IS 112 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 GD1763'THE BOEKERTON BAPTIST CHURCH, 95 FEET NORTH OF A 20-INCH ELM TREE,
 GD1763'63 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 62
 GD1763'FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED CHURCH DRIVE,
 GD1763'AND 1.0 FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1763'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 GD1763'MONUMENT AND THE DISK IS STAMPED BOEKERTON 1954.
 GD1763'
 GD1763'REFERENCE MARK NO. 1 IS 62 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1763'A GRAVELED ROAD, 51 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GD1763'GRAVELED CHURCH DRIVE, 29 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GD1763'GRAVELED ROAD, 18.3 FEET WEST OF A GUYED UTILITY AND LIGHT POLE,
 GD1763'AND 2.0 FEET SOUTHEAST OF A METAL POST.  IT IS A STANDARD DISK SET
 GD1763'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 GD1763'INCHES AND THE DISK IS STAMPED BOEKERTON NO 1 1954.
 GD1763'
 GD1763'REFERENCE MARK NO. 3 IS 67 FEET EAST-NORTHEAST OF A 20-INCH ELM TREE,
 GD1763'48.5 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH
 GD1763'BUILDING, 28 FEET WEST OF A T JUNCTION OF CONCRETE SIDEWALKS, 0.8
 GD1763'OF A FOOT EAST OF THE WEST END OF THE CONCRETE SIDEWALK, AND 0.6 OF
 GD1763'A FOOT SOUTH OF THE NORTH EDGE OF THE CONCRETE SIDEWALK.  IT IS A
 GD1763'STANDARD DISK CEMENTED IN A DRILL HOLE NEAR THE NORTH EDGE OF
 GD1763'THE WEST END OF THE CONCRETE SIDEWALK AND THE DISK IS STAMPED
 GD1763'BOEKERTON 1954 NO 3 1969.
 GD1763'
 GD1763'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1763'REFERENCE MARK NO. 3 IS 96.98 FEET - 29.558 METERS.
 GD1763'
 GD1763'THE AZIMUTH MARK IS ABOUT 185 YARDS EAST OF A DRIVEWAY LEADING INTO A
 GD1763'FARM HOUSE, 32 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 GD1763'ROAD, 1.3 FEET WEST OF A GUYED POWERLINE POLE, 0.9 OF A FOOT
 GD1763'NORTHEAST OF A METAL WITNESS POST AND SIGN, AND IN A SMALL CLUMP OF
 GD1763'LOCUST SAPLINGS.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1763'8-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE
 GD1763'DISK IS STAMPED BOEKERTON 1954.
 GD1763'
 GD1763'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY OF
 GD1763'THE GRAVELED ROAD FOR 0.3 OF A MILE TO THE MARK ON THE RIGHT AS
 GD1763'DESCRIBED.
 GD1763'
 GD1763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES
 GD1763'WNW OF PORTAGEVILLE.
 GD1763
 GD1763                          STATION RECOVERY (1991)
 GD1763
 GD1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1763'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) EAST-SOUTHEAST OF
 GD1763'GIDEON, 8.1 KM (5.05 MI) NORTHEAST OF WARDELL AND 6.4 KM (3.95 MI)
 GD1763'WEST-NORTHWEST OF PORTAGEVILLE IN THE WEST EDGE OF THE LAWN OF THE
 GD1763'BOEKERTON BAPTIST CHURCH.  OWNERSHIP--BOEKERTON BAPTIST CHURCH,
 GD1763'PASTOR TIM ABANATHY, RT 3, BOX 41, PORTAGEVILLE, MO 63873, PHONE IS
 GD1763'314-379-3247.  THE PASTOR LIVES IN THE TRAILER HOUSE EAST AND ACROSS
 GD1763'A GRAVELED ROAD FROM THE CHURCH.
 GD1763'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS A AND B IN
 GD1763'WARDELL, GO NORTH ON COUNTY ROAD B FOR 7.59 KM (4.70 MI) TO A
 GD1763'CROSSROAD.  TURN RIGHT AND GO EAST ON COUNTY ROAD 375 FOR 4.23 KM
 GD1763'(2.60 MI) TO THE BOEKERTON BAPTIST CHURCH AND THE STATION ON THE
 GD1763'RIGHT IN THE WEST EDGE OF THE LAWN OF THE CHURCH.
 GD1763'THE STATION IS LOCATED 34.2 M (112.2 FT) NORTH-NORTHWEST FROM THE
 GD1763'NORTHWEST CORNER OF THE CHURCH, 29.0 M (95.1 FT) NORTH FROM A 24-INCH
 GD1763'ELM TREE, 19.2 M (63.0 FT) SOUTH FROM THE CENTER OF COUNTY ROAD 375,
 GD1763'18.9 M (62.0 FT) FROM THE CENTER OF THE CHURCH DRIVEWAY AND 0.3 M
 GD1763'(1.0 FT) EAST FROM A METAL WITNESS POST. THE STATION IS FLUSH WITH
 GD1763'THE GROUND.
 GD1763'DESCRIBED BY E.J. HANSMANN.
 GD1763
 GD1763                          STATION RECOVERY (1996)
 GD1763
 GD1763'RECOVERY NOTE BY US ENGINEERS 1996 (DB)
 GD1763'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1851 ***********************************************************************
 JE1851  DESIGNATION -  BOGARD RESET
 JE1851  PID         -  JE1851
 JE1851  STATE/COUNTY-  MO/HENRY
 JE1851  USGS QUAD   -  QUICK CITY (1954)
 JE1851
 JE1851                         *CURRENT SURVEY CONTROL
 JE1851  ___________________________________________________________________
 JE1851* NAD 83(1997)-  38 30 58.57926(N)    094 02 38.59345(W)     ADJUSTED  
 JE1851* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 JE1851  ___________________________________________________________________
 JE1851  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JE1851  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JE1851
 JE1851  HORZ ORDER  -  SECOND
 JE1851
 JE1851.The horizontal coordinates were established by classical geodetic methods
 JE1851.and adjusted by the National Geodetic Survey in February 2000..
 JE1851
 JE1851.The orthometric height was scaled from a topographic map.
 JE1851
 JE1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1851
 JE1851.The geoid height was determined by GEOID03.
 JE1851
 JE1851;                    North         East     Units Scale Factor Converg.
 JE1851;SPC MO W     -   260,852.009   889,762.260   MT  0.99996064   +0 17 02.2
 JE1851;UTM  15      - 4,263,615.459   408,980.077   MT  0.99970202   -0 39 00.8
 JE1851
 JE1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1851!SPC MO W     -   0.99995940  x   0.99996064  =   0.99992004
 JE1851!UTM  15      -   0.99995940  x   0.99970202  =   0.99966143
 JE1851
 JE1851|---------------------------------------------------------------------|
 JE1851| PID    Reference Object                     Distance      Geod. Az  |
 JE1851|                                                           dddmmss.s |
 JE1851| CN5730 BOGARD RM 1                          21.805 METERS 04653     |
 JE1851| AH9099 BOGARD AZ MK                                       0921636.5 |
 JE1851| JE1887 URICH MUNICIPAL TANK                APPROX. 7.3 KM 1494619.7 |
 JE1851| CN5731 BOGARD RM 2                          21.705 METERS 30214     |
 JE1851|---------------------------------------------------------------------|
 JE1851
 JE1851                          SUPERSEDED SURVEY CONTROL
 JE1851
 JE1851  NAD 83(1997)-  38 30 58.58002(N)    094 02 38.59344(W) AD(       ) 2
 JE1851  NAD 83(1986)-  38 30 58.58761(N)    094 02 38.59131(W) AD(       ) 2
 JE1851  NAD 27      -  38 30 58.53484(N)    094 02 37.79767(W) AD(       ) 2
 JE1851
 JE1851.Superseded values are not recommended for survey control.
 JE1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1851.See file dsdata.txt to determine how the superseded data were derived.
 JE1851
 JE1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC0898063615(NAD 83)
 JE1851_MARKER: DS = TRIANGULATION STATION DISK
 JE1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1851_STAMPING: BOGARD 1963 1981
 JE1851_MARK LOGO: NGS   
 JE1851_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JE1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1851+STABILITY: SURFACE MOTION
 JE1851
 JE1851  HISTORY     - Date     Condition        Report By
 JE1851  HISTORY     - 1981     MONUMENTED       NGS
 JE1851
 JE1851                          STATION DESCRIPTION
 JE1851
 JE1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JE1851'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 JE1851'WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 JE1851'TILTED OUT OF POSITION AND REFERENCE 2 WAS FOUND IN VERY POOR
 JE1851'CONDITION.  THE ORIGINAL SURFACE MARK WAS REMOVED AND A NEW MARK
 JE1851'PLACED DIRECTLY OVER THE UNDERGROUND MARK.  REFERENCE MARK 2 WAS
 JE1851'DESTROYED AND REFERENCE MARK 3 WAS ESTABLISHED.  AN ELECTRONIC
 JE1851'TRAVERSE WAS MADE TO THE AZIMUTH MARK. THE DISTANCE AND DIRECTION TO
 JE1851'REFERENCE MARK 1 AGREED FAVORABLY WITH 1963 DATA.  A CHECK ANGLE TO
 JE1851'THE GARDEN CITY MUNICIPAL WATER TANK WAS OBTAINED. THE GENERAL
 JE1851'LOCATION AND ROUTING TO THE STATION WERE VERIFIED AND ARE ADEQUATE.
 JE1851'
 JE1851'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF URICH,
 JE1851'2-1/2 MILES NORTHEAST OF CREIGHTON IN THE WEST 1/2 OF SECTION
 JE1851'17, T-43-N, R-28-W.
 JE1851'
 JE1851'TO REACH FROM THE POST OFFICE IN URICH, GO NORTH ON COUNTY
 JE1851'ROUTE K FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 7
 JE1851'AND COUNTY ROUTE K.  TURN LEFT AND GO NORTHWEST ON STATE
 JE1851'HIGHWAY 7 FOR 2.0 MILES TO CROSSROADS.  TURN RIGHT AND GO
 JE1851'NORTH FOR 2.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 JE1851'WEST FOR 0.3 MILE TO THE TOP OF HILL AND THE AZIMUTH MARK ON
 JE1851'LEFT.  CONTINUE WEST FOR 0.5 MILE TO STATION ON RIGHT.
 JE1851'STATION IS ON PROPERTY OWNED BY ROY L WILSON, RTE 1, BOX 149,
 JE1851'CREIGHTON, MISSOURI 64739. THE WILSON HOME IS ABOUT 0.25 MI (0.40 KM)
 JE1851'EAST OF THE STATION AND ON THE NORTH SIDE OF THE ROAD.
 JE1851'
 JE1851'THE STATION IS
 JE1851'A STANDARD NGS DISK STAMPED--BOGARD 1963 1981--, SET INTO THE TOP OF A
 JE1851'ROUND CONCRETE MONUMENT 14 INCHES OR 36 CM IN DIAMETER RECESSED 1 INCH
 JE1851'OR 2 CM BELOW THE GROUND LOCATED 129.6 FT (39.5 M) SW FROM THE
 JE1851'SOUTHWEST CORNER OF A MOBILE HOME, 61.0 FT (18.6 M) W FROM THE
 JE1851'CENTERLINE OF A DRIVEWAY TO THE MOBILE HOME, 32.0 FT (9.8 M) N FROM
 JE1851'THE CENTERLINE OF THE ROAD, AND 19.3 FT (5.9 M) SE FROM THE SOUTHEAST
 JE1851'CORNER OF A CONCRETE BLOCK PUMPHOUSE. THE UNDERGROUND MARK IS A
 JE1851'STANDARD CGS DISK--STAMPED BOGARD 1963--, SET AN IRREGULAR MASS OF
 JE1851'CONCRETE 3 FT (0.9 M) BELOW THE SURFACE. AN IRREGULAR MASS OF CONCRETE
 JE1851'3 FT (0.9 M) BELOW THE SURFACE.
 JE1851'
 JE1851'REFERENCE MARK NO 1 IS A STANDARD CGS
 JE1851'DISK STAMPED--BOGARD NO 1 1963-, SET INTO THE TOP OF A SQUARE CONCRETE
 JE1851'MONUMENT 12 INCHES OR 30 CM IN DIAMETER PROJECTING 1 INCH OR 2 CM
 JE1851'ABOVE THE GROUND LOCATED 88.0 FT (26.8 M) N FROM THE CENTERLINE OF THE
 JE1851'ROAD, 68.4 FT (20.8 M) ENE FROM THE NORTHEAST CORNER OF THE PUMPHOUSE,
 JE1851'58.0 FT (17.7 M) SW FROM THE SOUTHWEST CORNER OF THE MOBILE HOME, 8.0
 JE1851'FT (2.4 M) W FROM THE CENTERLINE OF THE DRIVEWAY, AND 1 FT (0.3 M)
 JE1851'HIGHER THAN THE STATION.
 JE1851'
 JE1851'REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 JE1851'STAMPED--BOGARD 1963 NO 3 1981--, SET INTO THE TOP OF A ROUND CONCRETE
 JE1851'MONUMENT 14 INCHES OR 36 CM IN DIAMETER PROJECTING 4 INCHES OR 8 CM
 JE1851'ABOVE THE GROUND LOCATED 72.7 FT (22.2 M) SSE FROM THE SOUTHEAST
 JE1851'CORNER OF THE PUMPHOUSE, 21.0 (6.4 M) S FROM THE CENTERLINE OF THE
 JE1851'ROAD, 19.0 FT (5.8 M) W FROM THE CENTER OF A GATE, 1.2 FT (0.4 M) E
 JE1851'FROM A WITNESS POST AND 1 FT (0.3 M) HIGHER THAN THE STATION.
 JE1851'
 JE1851'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--BOGARD 1963--,
 JE1851'SET INTO THE TOP
 JE1851'OF A SQUARE CONCRETE MONUMENT 14 INCHES OR 36 CM IN DIAMETER
 JE1851'PROJECTING 5 INCHES OR 12 CM ABOVE THE GROUND LOCATED 19.0 FT (5.8 M)
 JE1851'S FROM THE CENTERLINE OF THE ROAD, 3.5 FT (1.1 M) N FROM A POWERLINE
 JE1851'POLE, AND 1.4 FT (0.4 M) NE FROM A WITNESS POST. TO REACH THE AZIMUTH
 JE1851'MARK FROM THE STATION, GO EAST ON THE GRAVELED ROAD FOR 0.79 KM (0.50
 JE1851'MI) TO THE MARK ON THE RIGHT AT THE TOP OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1327 ***********************************************************************
 HD1327  DESIGNATION -  BOIS
 HD1327  PID         -  HD1327
 HD1327  STATE/COUNTY-  MO/GREENE
 HD1327  USGS QUAD   -  WILLARD (1975)
 HD1327
 HD1327                         *CURRENT SURVEY CONTROL
 HD1327  ___________________________________________________________________
 HD1327* NAD 83(1997)-  37 15 29.02601(N)    093 29 43.38652(W)     ADJUSTED  
 HD1327* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 HD1327  ___________________________________________________________________
 HD1327  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 HD1327  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 HD1327
 HD1327  HORZ ORDER  -  SECOND
 HD1327
 HD1327.The horizontal coordinates were established by classical geodetic methods
 HD1327.and adjusted by the National Geodetic Survey in February 2000..
 HD1327
 HD1327.The orthometric height was scaled from a topographic map.
 HD1327
 HD1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1327
 HD1327.The geoid height was determined by GEOID03.
 HD1327
 HD1327;                    North         East     Units Scale Factor Converg.
 HD1327;SPC MO C     -   158,554.853   411,704.122   MT  1.00002934   -0 36 09.5
 HD1327;SPC MO W     -   121,580.590   939,115.323   MT  1.00003897   +0 36 29.7
 HD1327;UTM  15      - 4,123,615.708   456,071.839   MT  0.99962377   -0 17 59.7
 HD1327
 HD1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1327!SPC MO C     -   0.99994452  x   1.00002934  =   0.99997385
 HD1327!SPC MO W     -   0.99994452  x   1.00003897  =   0.99998348
 HD1327!UTM  15      -   0.99994452  x   0.99962377  =   0.99956831
 HD1327
 HD1327:                Primary Azimuth Mark                     Grid Az
 HD1327:SPC MO C     -  BOIS AZ MK                               039 25 10.6
 HD1327:SPC MO W     -  BOIS AZ MK                               038 12 31.4
 HD1327:UTM  15      -  BOIS AZ MK                               039 07 00.8
 HD1327
 HD1327|---------------------------------------------------------------------|
 HD1327| PID    Reference Object                     Distance      Geod. Az  |
 HD1327|                                                           dddmmss.s |
 HD1327| CN5732 BOIS AZ MK                                         0384901.1 |
 HD1327| CN5733 BOIS RM 1                            14.204 METERS 04039     |
 HD1327| HD1329 RNG SPRINGFIELD RADIO SGF TOWER     APPROX. 6.7 KM 0472031.1 |
 HD1327| CN5734 BOIS RM 2                            17.879 METERS 30711     |
 HD1327|---------------------------------------------------------------------|
 HD1327
 HD1327                          SUPERSEDED SURVEY CONTROL
 HD1327
 HD1327  NAD 83(1997)-  37 15 29.02620(N)    093 29 43.38656(W) AD(       ) 2
 HD1327  NAD 83(1997)-  37 15 29.03828(N)    093 29 43.38709(W) AD(       ) 2
 HD1327  NAD 83(1986)-  37 15 29.03895(N)    093 29 43.38624(W) AD(       ) 2
 HD1327  NAD 27      -  37 15 28.86070(N)    093 29 42.68180(W) AD(       ) 2
 HD1327
 HD1327.Superseded values are not recommended for survey control.
 HD1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1327.See file dsdata.txt to determine how the superseded data were derived.
 HD1327
 HD1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB5607223616(NAD 83)
 HD1327_MARKER: DS = TRIANGULATION STATION DISK
 HD1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1327
 HD1327  HISTORY     - Date     Condition        Report By
 HD1327  HISTORY     - 1960     MONUMENTED       CGS
 HD1327
 HD1327                          STATION DESCRIPTION
 HD1327
 HD1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1327'THE STATION IS ABOUT 1/4 MILE NORTH AND 1/2 MILE EAST OF THE
 HD1327'VILLAGE OF BOIS DARC, ON THE HIGHEST POINT IN THE VICINITY,
 HD1327'0.05 MILE WEST OF A T-INTERSECTION, AT THE NORTH SIDE OF A
 HD1327'LARGE GROVE OF TREES, IN THE SOUTHEAST QUARTER OF SECTION
 HD1327'1, T 29 N, R 24 W, ON LAND OWNED BY MR. CLARENCE WEST.
 HD1327'
 HD1327'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTES T
 HD1327'AND UU WHICH IS WEST OF THE RAILROAD STATION IN THE VILLAGE
 HD1327'OF BOIS DARC, GO NORTH ON ROUTE UU FOR 0.05 MILE TO A
 HD1327'T-INTERSECTION.  TURN RIGHT AND GO EASTERLY ON ROUTE UU FOR
 HD1327'0.25 MILE TO A SIDE ROAD ON THE RIGHT AT A CURVE IN ROUTE UU.
 HD1327'TURN RIGHT AND GO EASTERLY ON A GRAVELED ROAD FOR 0.45 MILE
 HD1327'TO A POWER POLE WITH A TRIANGLE BLAZE ON THE LEFT AND THE
 HD1327'STATION ON THE RIGHT.
 HD1327'
 HD1327'STATION MARKS ARE STANDARD DISKS STAMPED BOIS 1960.  THE SURFACE
 HD1327'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 HD1327'IT IS 53 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 29 FEET
 HD1327'SOUTH OF A 14-INCH OAK TREE WITH A TRIANGLE BLAZE, 14 FEET
 HD1327'WEST OF A 12-INCH OAK TREE WITH A TRIANGLE BLAZE AND 2.5
 HD1327'FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 HD1327'IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 HD1327'THE SURFACE OF THE GROUND.
 HD1327'
 HD1327'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOIS NO 1 1960,
 HD1327'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 HD1327'IT IS 50 FEET SOUTHEAST OF THE POWER POLE, 30 FEET EAST OF THE
 HD1327'14-INCH OAK TREE WITH A TRIANGLE BLAZE, 16 FEET SOUTH OF THE
 HD1327'CENTER OF THE GRAVEL ROAD AND 2 FEET SOUTH OF AN EAST-WEST FENCE.
 HD1327'
 HD1327'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOIS NO 2 1960,
 HD1327'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 HD1327'IT IS 61 FEET EAST OF A T-FENCE CORNER POST, 49.5 FEET
 HD1327'SOUTHWEST OF THE POWER POLE, 47 FEET WEST OF THE 14-INCH OAK TREE
 HD1327'WITH A TRIANGLE BLAZE, 17 FEET SOUTH OF THE CENTER OF THE
 HD1327'GRAVEL ROAD AND 4.5 FEET SOUTH OF THE EAST-WEST FENCE.
 HD1327'
 HD1327'AZIMUTH MARK, A STANDARD DISK STAMPED BOIS 1960, IS SET IN
 HD1327'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 68 FEET
 HD1327'SOUTHWEST OF A POWER POLE, 16 FEET SOUTH OF THE CENTER
 HD1327'OF A GRAVEL ROAD, 3.5 FEET WEST OF A 14-INCH OAK TREE IN
 HD1327'AN OLD NORTH-SOUTH FENCE, 1 FOOT SOUTH OF AN EAST-WEST FENCE
 HD1327'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 HD1327'
 HD1327'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL
 HD1327'ROAD FOR 0.05 MILE TO A T-INTERSECTION.  TURN LEFT AND GO
 HD1327'NORTH ON A GRAVEL ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE
 HD1327'RIGHT.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 0.15
 HD1327'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HD1327'
 HD1327'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HD1327'
 HD1327'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2533 ***********************************************************************
 JD2533  DESIGNATION -  BOLINS
 JD2533  PID         -  JD2533
 JD2533  STATE/COUNTY-  MO/MARIES
 JD2533  USGS QUAD   -  BRAYS (1987)
 JD2533
 JD2533                         *CURRENT SURVEY CONTROL
 JD2533  ___________________________________________________________________
 JD2533* NAD 83(1997)-  38 05 17.00554(N)    092 10 20.31572(W)     ADJUSTED  
 JD2533* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 JD2533  ___________________________________________________________________
 JD2533  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 JD2533  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JD2533
 JD2533  HORZ ORDER  -  FIRST
 JD2533
 JD2533.The horizontal coordinates were established by classical geodetic methods
 JD2533.and adjusted by the National Geodetic Survey in February 2000..
 JD2533
 JD2533.The orthometric height was scaled from a topographic map.
 JD2533
 JD2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2533
 JD2533.The geoid height was determined by GEOID03.
 JD2533
 JD2533;                    North         East     Units Scale Factor Converg.
 JD2533;SPC MO C     -   250,256.386   528,745.498   MT  0.99994351   +0 12 07.7
 JD2533;UTM  15      - 4,215,908.625   572,582.607   MT  0.99966488   +0 30 38.2
 JD2533
 JD2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2533!SPC MO C     -   0.99994920  x   0.99994351  =   0.99989271
 JD2533!UTM  15      -   0.99994920  x   0.99966488  =   0.99961409
 JD2533
 JD2533|---------------------------------------------------------------------|
 JD2533| PID    Reference Object                     Distance      Geod. Az  |
 JD2533|                                                           dddmmss.s |
 JD2533| CN5736 BOLINS RM 1                          65.654 METERS 08239     |
 JD2533| CN5735 BOLINS AZ MK                                       0915354.7 |
 JD2533| JD2531 MARIES                              APPROX.12.9 KM 1080328.3 |
 JD2533| CN5737 BOLINS RM 2                          32.700 METERS 34845     |
 JD2533|---------------------------------------------------------------------|
 JD2533
 JD2533                          SUPERSEDED SURVEY CONTROL
 JD2533
 JD2533  NAD 83(1986)-  38 05 17.01938(N)    092 10 20.31507(W) AD(       ) 1
 JD2533  NAD 27      -  38 05 16.88300(N)    092 10 19.69900(W) AD(       ) 1
 JD2533
 JD2533.Superseded values are not recommended for survey control.
 JD2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2533.See file dsdata.txt to determine how the superseded data were derived.
 JD2533
 JD2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7258315909(NAD 83)
 JD2533_MARKER: DS = TRIANGULATION STATION DISK
 JD2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2533
 JD2533  HISTORY     - Date     Condition        Report By
 JD2533  HISTORY     - 1947     MONUMENTED       CGS
 JD2533  HISTORY     - 1975     GOOD             NGS
 JD2533
 JD2533                          STATION DESCRIPTION
 JD2533
 JD2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2533'LOCATED ABOUT 7 MILES NORTHWEST OF DIXON AND ABOUT 10-1/4 MILES
 JD2533'NORTHEAST OF CROCKER ON A PROMINENT NORTH-SOUTH RIDGE THAT LAYS
 JD2533'BETWEEN BIG TAVERN CREEK AND LITTLE MARIES CREEK.  STATION IS NEAR
 JD2533'THE EXTREME NORTH EDGE OF THE NE 1/4 SEC., T. 39 N., R. 11 W.  THE
 JD2533'MARK IS NEAR THE T-INTERSECTION OF A ROAD AND A LANE, 66 FEET
 JD2533'WEST OF A FENCE LINE ON THE EAST SIDE OF LANE, 65 FEET SOUTH OF
 JD2533'SECTION LINE FENCE AND 28 FEET SOUTHWEST OF A LARGE OAK
 JD2533'TREE WITH A TRIANGLE-BLAZE ON THE NORTHEAST SIDE WHICH
 JD2533'FACES THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JD2533'IS STAMPED BOLINS 1947.
 JD2533'
 JD2533'REFERENCE MARK NO. 1 IS 215.40 FEET EAST OF STATION, 48 FEET EAST
 JD2533'OF THE FENCE CORNER AT THE JUNCTION OF THE ROADS AND IN THE RIGHT
 JD2533'OF WAY FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 JD2533'STAMPED BOLINS NO. 1 1947.
 JD2533'
 JD2533'REFERENCE MARK NO. 2 IS NORTH OF STATION 172.90 FEET, 9 FEET WEST
 JD2533'OF THE APPROX. CENTER-LINE OF THE ROAD AND 1 FOOT WEST OF THE
 JD2533'RIGHT OF WAY FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 JD2533'DISK IS STAMPED BOLINS NO 2 1947.
 JD2533'
 JD2533'STATION WAS REACHED FROM THE JUNCTION OF STATE ROUTE 20 AND
 JD2533'COUNTY ROUTE C IN DIXON BY GOING WESTERLY ON ROUTE C FOR 1.65
 JD2533'MILES TO THE JUNCTION OF ROUTE C WITH STATE ROUTE 133.  TURN
 JD2533'RIGHT NORTH ON ROUTE 133 AND GO 5.15 MILES TO A ROAD TO THE LEFT.
 JD2533'TURN LEFT ON GRAVELED ROAD AND FOLLOW THE MAIN TRAVELED ROAD FOR
 JD2533'4.05 MILES TO A FORKS.  TAKE LEFT FORK LEAVING MAIN TRAVELED
 JD2533'ROAD AND GO, 0.55 MILE TO WHERE THE DIRT ROAD MAKES A RIGHT TURN
 JD2533'AND THE STATION SITE SOUTHWEST OF THE CORNER NEAR A 10 INCH
 JD2533'TREE MARKED BY A TRIANGLE BLAZE FACING THE CORNER.
 JD2533'
 JD2533'AZIMUTH MARK IS APPROX. 0.9 MILE EAST OF STATION, 1 FOOT WEST OF
 JD2533'WASH HOUSE AND 1 FOOT NORTH OF THE SOUTHWEST CORNER.  THE MARK
 JD2533'PROJECTS 3 INCHES AND THE DISK IS STAMPED BOLINS 1947.
 JD2533'
 JD2533'TO REACH AZIMUTH MARK GO APPROX. 0.9 MILE EAST OF STATION TO
 JD2533'MR. WILES HOME ON RIGHT SIDE OF ROAD AND MARK AS DESCRIBED.
 JD2533'
 JD2533'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2533
 JD2533                          STATION RECOVERY (1975)
 JD2533
 JD2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JD2533'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 JD2533'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 JD2533'MARK 1 IS OBSTRUCTED BY A SMALL TREE NEAR FENCELINE.  THE LINE
 JD2533'OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY SEVERAL SMALL TREES.
 JD2533'
 JD2533'FOLLOWING ARE ADDITIONAL NOTES FOR THE MARKS AND A DESCRIPTION
 JD2533'FOR ROUTE TO REACH THE STATION.
 JD2533'
 JD2533'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 AND
 JD2533'COUNTY ROUTE C IN DIXON, GO WESTERLY ON ROUTE C FOR 1.6 MILES
 JD2533'TO THE JUNCTION WITH STATE HIGHWAY 133.  TURN RIGHT AND GO NORTH
 JD2533'ON HIGHWAY 133 FOR 5.2 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 JD2533'LEFT AND GO WEST ON A GRAVELED ROAD FOR 3.9 MILES TO A ROAD
 JD2533'FORK.  CONTINUE WEST ON A GRAVELED ROAD FOR 0.55 MILE TO WHERE
 JD2533'THE ROAD CURVES NORTH AND THE STATION ABOUT 75 FEET SOUTHWEST
 JD2533'OF THE CENTER OF THE CURVE, IN A CLEARED AREA AND 1.5 FEET
 JD2533'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 JD2533'
 JD2533'REFERENCE MARK 1 IS 17 FEET SOUTH OF THE CENTER OF THE GRAVELED
 JD2533'ROAD, 155 FEET WEST OF AN 18-INCH OAK TREE THAT SERVES AS CORNER
 JD2533'AT A FENCE JUNCTION AND 1 FOOT SOUTH OF A FENCE.  PROJECTS
 JD2533'1 INCH ABOVE GROUND.
 JD2533'
 JD2533'REFERENCE MARK 2 IS 16 FEET WEST OF THE CENTER OF THE GRAVELED
 JD2533'ROAD, 1.3 FEET SOUTH OF A METAL WITNESS POST, 1.2 FEET WEST
 JD2533'OF A FENCE AND THE MARK PROJECTS 1 INCH ABOVE THE GROUND.
 JD2533'
 JD2533'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 JD2533'GRAVELED ROAD FOR 0.9 MILE TO A STONE HOUSE ON THE RIGHT AND
 JD2533'THE AZIMUTH MARK ON THE RIGHT, ABOUT 30 FEET SOUTHWEST OF THE
 JD2533'SOUTHWEST CORNER OF THE STONE HOUSE, AT THE SOUTHWEST CORNER
 JD2533'OF AN OLD WASH HOUSE, 1.5 FEET NORTH OF A METAL WITNESS POST
 JD2533'WITH SIGN ATTACHED AND FACING THE ROAD OR NORTH AND THE MARK
 JD2533'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 JD2533'
 JD2533'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2533'ABOUT 7.0 MILES NORTHWEST OF DIXON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0523 ***********************************************************************
 HD0523  DESIGNATION -  BOLIVAR
 HD0523  PID         -  HD0523
 HD0523  STATE/COUNTY-  MO/POLK
 HD0523  USGS QUAD   -  BOLIVAR (1981)
 HD0523
 HD0523                         *CURRENT SURVEY CONTROL
 HD0523  ___________________________________________________________________
 HD0523* NAD 83(1986)-  37 36 50.     (N)    093 24 40.     (W)     SCALED    
 HD0523* NAVD 88     -       322.761  (meters)    1058.92   (feet)  ADJUSTED  
 HD0523  ___________________________________________________________________
 HD0523  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HD0523  DYNAMIC HT  -         322.515 (meters)    1058.12  (feet)  COMP
 HD0523  MODELED GRAV-     979,859.4   (mgal)                       NAVD 88
 HD0523
 HD0523  VERT ORDER  -  SECOND    CLASS 0
 HD0523
 HD0523.The horizontal coordinates were scaled from a topographic map and have
 HD0523.an estimated accuracy of +/- 6 seconds.
 HD0523
 HD0523.The orthometric height was determined by differential leveling
 HD0523.and adjusted by the National Geodetic Survey in June 1991..
 HD0523.WARNING-Repeat measurements at this control monument indicate possible
 HD0523.vertical movement.
 HD0523
 HD0523.The geoid height was determined by GEOID03.
 HD0523
 HD0523.The dynamic height is computed by dividing the NAVD 88
 HD0523.geopotential number by the normal gravity value computed on the
 HD0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0523.degrees latitude (g = 980.6199 gals.).
 HD0523
 HD0523.The modeled gravity was interpolated from observed gravity values.
 HD0523
 HD0523;                    North         East    Units  Estimated Accuracy
 HD0523;SPC MO C     -   197,970.      419,560.      MT  (+/- 180 meters Scaled)
 HD0523
 HD0523                          SUPERSEDED SURVEY CONTROL
 HD0523
 HD0523  NGVD 29 (??/??/92)  322.646  (m)         1058.55   (f) ADJ UNCH    2 0
 HD0523
 HD0523.Superseded values are not recommended for survey control.
 HD0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0523.See file dsdata.txt to determine how the superseded data were derived.
 HD0523
 HD0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB637630(NAD 83)
 HD0523_MARKER: DB = BENCH MARK DISK
 HD0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0523_SP_SET: FOUNDATION
 HD0523_STAMPING: BOLIVAR 1934
 HD0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0523+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HD0523
 HD0523  HISTORY     - Date     Condition        Report By
 HD0523  HISTORY     - 1934     MONUMENTED       CGS
 HD0523  HISTORY     - 1945     GOOD             NGS
 HD0523  HISTORY     - 20040821 GOOD             USPSQD
 HD0523
 HD0523                          STATION DESCRIPTION
 HD0523
 HD0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HD0523'AT BOLIVAR.
 HD0523'AT BOLIVAR, POLK COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 HD0523'FIRST WINDOW WEST OF THE NORTHEAST CORNER, ON THE SHELF OF THE
 HD0523'STONE FOUNDATION, AND 2 FEET ABOVE THE GROUND.  A STANDARD
 HD0523'DISK, STAMPED BOLIVAR 1934.
 HD0523
 HD0523                          STATION RECOVERY (2004)
 HD0523
 HD0523'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 HD0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1242 ***********************************************************************
 HD1242  DESIGNATION -  BOLIVAR
 HD1242  PID         -  HD1242
 HD1242  STATE/COUNTY-  MO/POLK
 HD1242  USGS QUAD   -  BOLIVAR (1981)
 HD1242
 HD1242                         *CURRENT SURVEY CONTROL
 HD1242  ___________________________________________________________________
 HD1242* NAD 83(1997)-  37 34 33.92525(N)    093 24 27.92534(W)     ADJUSTED  
 HD1242* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 HD1242  ___________________________________________________________________
 HD1242  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 HD1242  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 HD1242
 HD1242  HORZ ORDER  -  FIRST
 HD1242
 HD1242.The horizontal coordinates were established by classical geodetic methods
 HD1242.and adjusted by the National Geodetic Survey in February 2000..
 HD1242
 HD1242.The orthometric height was scaled from a topographic map.
 HD1242
 HD1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1242
 HD1242.The geoid height was determined by GEOID03.
 HD1242
 HD1242;                    North         East     Units Scale Factor Converg.
 HD1242;SPC MO C     -   193,771.947   419,817.180   MT  1.00001250   -0 33 12.9
 HD1242;UTM  15      - 4,158,861.190   463,994.851   MT  0.99961597   -0 14 55.2
 HD1242
 HD1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1242!SPC MO C     -   0.99994572  x   1.00001250  =   0.99995822
 HD1242!UTM  15      -   0.99994572  x   0.99961597  =   0.99956172
 HD1242
 HD1242:                Primary Azimuth Mark                     Grid Az
 HD1242:SPC MO C     -  BUFFALO MUNICIPAL WATER TOWER            075 02 18.9
 HD1242:UTM  15      -  BUFFALO MUNICIPAL WATER TOWER            074 44 01.2
 HD1242
 HD1242|---------------------------------------------------------------------|
 HD1242| PID    Reference Object                     Distance      Geod. Az  |
 HD1242|                                                           dddmmss.s |
 HD1242| HD1233 BUFFALO MUNICIPAL WATER TOWER       APPROX.29.0 KM 0742906.0 |
 HD1242| CN5738 BOLIVAR AZ MK                                      0772104.7 |
 HD1242| CN5739 BOLIVAR AZ MK 2                                    0993356.8 |
 HD1242| CN5740 BOLIVAR RM 1                         27.862 METERS 11135     |
 HD1242| CN5741 BOLIVAR RM 2                         29.245 METERS 19949     |
 HD1242| HD1384 FAIR PLAY MUNICIPAL TANK            APPROX.15.8 KM 2934650.9 |
 HD1242| HD1241 BOLIVAR MUNICIPAL STANDPIPE         APPROX. 4.5 KM 3540200.4 |
 HD1242| HD1240 BOLIVAR POLK COUNTY COURTHOUSE      APPROX. 4.2 KM 3555757.2 |
 HD1242| HD1245 BOLIVAR MUNICIPAL TANK              APPROX. 4.1 KM 3574922.1 |
 HD1242| HD1243 BOLIVAR SE ELEC COOP RAD MAST       APPROX. 3.0 KM 3595722.6 |
 HD1242|---------------------------------------------------------------------|
 HD1242
 HD1242                          SUPERSEDED SURVEY CONTROL
 HD1242
 HD1242  NAD 83(1997)-  37 34 33.92802(N)    093 24 27.92523(W) AD(       ) 1
 HD1242  NAD 83(1997)-  37 34 33.93674(N)    093 24 27.92487(W) AD(       ) 1
 HD1242  NAD 83(1986)-  37 34 33.93705(N)    093 24 27.92442(W) AD(       ) 1
 HD1242  NAD 27      -  37 34 33.79700(N)    093 24 27.21200(W) AD(       ) 1
 HD1242
 HD1242.Superseded values are not recommended for survey control.
 HD1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1242.See file dsdata.txt to determine how the superseded data were derived.
 HD1242
 HD1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6399558861(NAD 83)
 HD1242_MARKER: DS = TRIANGULATION STATION DISK
 HD1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1242+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2003
 HD1242
 HD1242  HISTORY     - Date     Condition        Report By
 HD1242  HISTORY     - 1939     MONUMENTED       CGS
 HD1242  HISTORY     - 1960     GOOD             CGS
 HD1242  HISTORY     - 1968     GOOD             CGS
 HD1242  HISTORY     - 20030518 GOOD             MODT
 HD1242
 HD1242                          STATION DESCRIPTION
 HD1242
 HD1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1242'TWO AND TWENTY-FIVE HUNDREDTHS MILES SOUTH OF, AND OVERLOOKING, THE
 HD1242'TOWN OF BOLIVAR, ON THE HIGHEST POINT OF A BARE HILL, APPROXIMATELY
 HD1242'1/2 MILE EAST OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HD1242'TRACKS, IN THE NORTHWEST QUARTER OF SEC. 19, T. 33 N., R. 23 W.,
 HD1242'ON LAND OWNED BY D.R. FULTON OF BOLIVAR.  SURFACE MARK IS STAMPED
 HD1242'BOLIVAR 1939 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 HD1242'
 HD1242'TO REACH FROM THE COURTHOUSE SQUARE IN BOLIVAR, GO SOUTH 3.05
 HD1242'MILES ON PAVED STATE HIGHWAY 13, TO A FARMHOUSE ON THE RIGHT
 HD1242'(WEST) SIDE OF THE HIGHWAY, GO WEST THROUGH A GATE JUST NORTH
 HD1242'OF THE FARMHOUSE INTO THE BARN LOT, FOLLOW THE LANE WEST FROM THE
 HD1242'NORTHWEST CORNER OF THE BARN LOT FOR 0.5 MILE TO GATE AND A
 HD1242'PASTURE, GO WEST AND NORTHWEST ACROSS THE PASTURE TO THE TOP OF
 HD1242'THE HILL AND THE STATION.
 HD1242'
 HD1242'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HD1242'BRONZE DISKS SET IN CONCRETE.
 HD1242'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH
 HD1242'WHITE WOODEN POSTS PROJECTING 2-1/2 FEET ABOVE THE GROUND.
 HD1242'
 HD1242'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 3 FEET
 HD1242'WEST OF A SMALL LONE CEDAR TREE, IS STAMPED BOLIVAR NO. 1,
 HD1242'1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 HD1242'
 HD1242'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND 5 FEET WEST
 HD1242'OF A LONE THORN TREE, IS STAMPED BOLIVAR NO. 2, 1939 AND
 HD1242'PROJECTS 6 INCHES ABOVE GROUND.
 HD1242'
 HD1242'AZIMUTH MARK IS EAST OF THE STATION, 40 FEET WEST OF THE CENTER
 HD1242'LINE OF PAVED HIGHWAY, IN A NORTH-SOUTH FENCE LINE, IS STAMPED
 HD1242'BOLIVAR 1939 AND PROJECTS 4 INCHES ABOVE GROUND.
 HD1242'
 HD1242'TO REACH AZIMUTH MARK FROM THE FARM GATE THAT LEADS INTO THE
 HD1242'STATION ON HIGHWAY, GO NORTH ON HIGHWAY FOR 0.5 MILE TO THE MARK
 HD1242'ON THE LEFT (WEST) SIDE OF THE ROAD.
 HD1242'
 HD1242'ALL LINES ARE VISIBLE FROM THE GROUND EXCEPTING MUSTAIN.
 HD1242'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT MUSTAIN.
 HD1242'
 HD1242'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HD1242
 HD1242                          STATION RECOVERY (1960)
 HD1242
 HD1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1242'ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED AND WERE FOUND
 HD1242'TO BE IN GOOD CONDITION.  THE DIRECTION OF THE MARKS WERE
 HD1242'VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED.  THE
 HD1242'DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND 4.0 FOOT LONGER THAN
 HD1242'THE 1939 MEASUREMENT.
 HD1242'
 HD1242'NOTE- THE MARKS WERE MEASURED BY PULLING 5 KILOGRAM TENSION.
 HD1242'
 HD1242'FOLLOWING IS A NEW DESCRIPTION.
 HD1242'
 HD1242'THE STATION IS ABOUT 2.25 MILES SOUTH OF BOLIVAR, 0.5 MILE WEST
 HD1242'OF STATE HIGHWAY 13, ON THE HIGHEST POINT OF A PROMINENT,
 HD1242'SPARSELY COVERED HILL, IN THE SOUTHWEST QUARTER OF SECTION 24, T.
 HD1242'33 N., R. 23 W. AND ON LAND OWNED BY MR. D.R. FULLERTON.
 HD1242'
 HD1242'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE SQUARE
 HD1242'IN BOLIVAR, GO SOUTH ON STATE HIGHWAY 13 FOR 2.6 MILES TO THE
 HD1242'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 13
 HD1242'FOR 0.5 MILE TO THE HOME OF MR. FULLERTONS ON THE RIGHT.  ENTER
 HD1242'BARN LOT AT THE NORTHEAST CORNER OF BARN AND GO NORTHWEST FOR
 HD1242'ABOUT 0.1 MILE TO A LANE TO PASTURE.  GO WEST ON LANE FOR ABOUT
 HD1242'0.1 MILE TO THE EAST EDGE OF PASTURE.  CONTINUE WESTERLY
 HD1242'THROUGH PASTURE FOR ABOUT 0.2 MILE TO A GATE AT THE NORTHWEST
 HD1242'CORNER OF PASTURE.  PASS THROUGH GATE AND GO NORTHWEST ACROSS
 HD1242'PASTURE TO A SMALL POND.  FROM THE POND GO NORTHERLY, PASSING
 HD1242'TO THE WEST SIDE OF THE POND, TO THE HIGHEST POINT OF HILL AND
 HD1242'THE STATION.
 HD1242'
 HD1242'STATION MARK, A STANDARD DISK STAMPED BOLIVAR 1939, IS SET IN A
 HD1242'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 43 FEET
 HD1242'SOUTHWEST OF A STEEL GUY PEG, 23 FEET SOUTHEAST OF THE SOUTHEAST
 HD1242'CORNER OF AN 8 FT X 10 FT CONCRETE FOUNDATION AND 14.9 FEET EAST
 HD1242'OF EAST CORNER OF A 2 FT X 2 FT CONCRETE FOUNDATION.
 HD1242'
 HD1242'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOLIVAR NO 1 1939,
 HD1242'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HD1242'3 FEET WEST OF A LONE CEDAR TREE.
 HD1242'
 HD1242'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOLIVAR NO 2 1939,
 HD1242'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 HD1242'5 FEET WEST OF A LONE THORN TREE.
 HD1242'
 HD1242'AZIMUTH MARK, A STANDARD DISK STAMPED BOLIVAR 1939, IS SET IN A
 HD1242'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 39.5 FEET
 HD1242'WEST OF THE PAINTED CENTER LINE OF STATE HIGHWAY 13.
 HD1242
 HD1242                          STATION RECOVERY (1968)
 HD1242
 HD1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HD1242'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 HD1242'WERE RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION OF FOUND IN
 HD1242'GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AS PREVIOUSLY
 HD1242'DESCRIBED BUT IN THE WAY OF CONSTRUCTION FOR A NEW STREET AND
 HD1242'THE MARK WAS DESTROYED.
 HD1242'
 HD1242'ANGLES OR MEASUREMENTS WERE NOT TAKEN TO THE REFERENCE MARKS
 HD1242'BECAUSE THE STATION HAD TO BE PACKED TO AND CLEARING WAS
 HD1242'REQUIRED.
 HD1242'
 HD1242'THE LINE OF SIGHT TO THE OLD AZIMUTH MARK WAS OBSTRUCTED BY
 HD1242'TREES.
 HD1242'
 HD1242'THE ANGLE BETWEEN THE OLD INTERSECTION STATIONS SHOW IN THE BOX
 HD1242'SCORE WAS VERIFIED.
 HD1242'
 HD1242'A NEW AZIMUTH MARK WAS SET.
 HD1242'
 HD1242'FOLLOWING IS A NEW TO REACH AND A DESCRIPTION FOR THE NEW
 HD1242'AZIMUTH MARK.
 HD1242'
 HD1242'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 HD1242'SQUARE IN BOLIVAR, GO SOUTH ON BUSINESS ROUTE STATE 13 AND 83
 HD1242'FOR 2.75 MILES TO A HOUSE ON THE RIGHT AND THE AZIMUTHMARK IS
 HD1242'WEST OF THE HOUSE.  CONTINUE SOUTH ON THE HIGHWAYS FOR 0.1 MILE
 HD1242'TO THE JUNCTION OF STATE HIGHWAY 13.  TURN LEFT AND GO SOUTH ON
 HD1242'STATE HIGHWAY 13 FOR 0.25 MILE TO THE HOME OF MR. FULLERTONS ON
 HD1242'THE RIGHT.  TURN RIGHT AND ENTER BARN LOT AT THE NORTHEAST
 HD1242'CORNER OF BARN AND GO NORTHWEST FOR 0.1 MILE TO THE EAST EDGE
 HD1242'OF A PASTURE.  GO WESTERLY THROUGH PASTURE FOR ABOUT 0.2 MILE
 HD1242'TO A GATE AT THE NORTHWEST CORNER OF PASTURE.  PASS THROUGH
 HD1242'THE GATE AND GO NORTHWEST ACROSS PASTURE TO A SMALL POND.
 HD1242'FROM POND GO NORTHERLY PASSING TO THE WEST SIDE OF THE POND
 HD1242'TO THE HIGHEST POINT OF HILL AND THE STATION.
 HD1242'
 HD1242'AZIMUTH MARK, A STANDARD DISK STAMPED BOLIVAR 1939 1968, IS SET
 HD1242'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 HD1242'IS 0.15 MILE NORTH-NORTHEAST OF THE INTERSECTION OF BUSINESS
 HD1242'STATE HIGHWAYS 13, 83, AND STATE HIGHWAY 13, 92 FEET EAST OF
 HD1242'THE CENTER OF THE NORTH BOUND LANE OF STATE HIGHWAY 13, 79 FEET
 HD1242'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A ROCK FOUNDATION FOR
 HD1242'A BUILDING WEST OF THE ABANDONED FARM HOUSE, 42 FEET
 HD1242'SOUTH-SOUTHWEST OF THE WEST ONE OF TWO MULBERRY TREES, 1 FOOT
 HD1242'NORTH OF A METAL RIGHT-OF-WAY POST, AND 1 FOOT SOUTH OF A
 HD1242'METAL WITNESS POST.
 HD1242'
 HD1242'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 HD1242'MILES SOUTH OF BOLIVAR.
 HD1242
 HD1242                          STATION RECOVERY (2003)
 HD1242
 HD1242'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2003 (RRM)
 HD1242'SURVEY CREW FOUND STATION BOLIVAR.CONTACTED LAND OWNER AND RECIEVED
 HD1242'PERMISSION TO CUT LARGE CEDAR TREE THAT HAD GROW OVER STATION.RM MARKS
 HD1242'HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1241 ***********************************************************************
 HD1241  DESIGNATION -  BOLIVAR MUNICIPAL STANDPIPE
 HD1241  PID         -  HD1241
 HD1241  STATE/COUNTY-  MO/POLK
 HD1241  USGS QUAD   -  BOLIVAR (1981)
 HD1241
 HD1241                         *CURRENT SURVEY CONTROL
 HD1241  ___________________________________________________________________
 HD1241* NAD 83(1997)-  37 36 58.81631(N)    093 24 46.96215(W)     ADJUSTED  
 HD1241* NAVD 88     -                                                        
 HD1241  ___________________________________________________________________
 HD1241  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 HD1241  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 HD1241
 HD1241  HORZ ORDER  -  THIRD
 HD1241
 HD1241.The horizontal coordinates were established by classical geodetic methods
 HD1241.and adjusted by the National Geodetic Survey in February 2000..
 HD1241
 HD1241
 HD1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1241
 HD1241.The geoid height was determined by GEOID03.
 HD1241
 HD1241;                    North         East     Units Scale Factor Converg.
 HD1241;SPC MO C     -   198,243.348   419,393.508   MT  1.00001334   -0 33 26.4
 HD1241;UTM  15      - 4,163,328.498   463,547.555   MT  0.99961637   -0 15 07.6
 HD1241
 HD1241                          SUPERSEDED SURVEY CONTROL
 HD1241
 HD1241  NAD 83(1997)-  37 36 58.81940(N)    093 24 46.96239(W) AD(       ) 4
 HD1241  NAD 83(1997)-  37 36 58.82790(N)    093 24 46.96176(W) AD(       ) 4
 HD1241  NAD 83(1986)-  37 36 58.82828(N)    093 24 46.96134(W) AD(       ) 4
 HD1241  NAD 27      -  37 36 58.69000(N)    093 24 46.25000(W) AD(       ) 3
 HD1241
 HD1241.Superseded values are not recommended for survey control.
 HD1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1241.See file dsdata.txt to determine how the superseded data were derived.
 HD1241
 HD1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6354863328(NAD 83)
 HD1241_MARKER: 52 = STANDPIPE TANK
 HD1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1241+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HD1241
 HD1241  HISTORY     - Date     Condition        Report By
 HD1241  HISTORY     - 1939     FIRST OBSERVED   CGS
 HD1241  HISTORY     - 20040821 GOOD             USPSQD
 HD1241
 HD1241                          STATION DESCRIPTION
 HD1241
 HD1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1241'CENTER OF THE TOP OF THE ALUMINUM-PAINTED, MUNICIPAL, STEEL
 HD1241'STANDPIPE, APPROXIMATELY 125 FEET HIGH, SITUATED ON THE
 HD1241'NORTH SIDE OF THE TOWN OF BOLIVAR.
 HD1241'
 HD1241'OBSERVED UPON FROM TRIANGULATION STATIONS BOLIVAR AND CANSLER.
 HD1241
 HD1241                          STATION RECOVERY (2004)
 HD1241
 HD1241'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 HD1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1240 ***********************************************************************
 HD1240  DESIGNATION -  BOLIVAR POLK COUNTY COURTHOUSE
 HD1240  PID         -  HD1240
 HD1240  STATE/COUNTY-  MO/POLK
 HD1240  USGS QUAD   -  BOLIVAR (1981)
 HD1240
 HD1240                         *CURRENT SURVEY CONTROL
 HD1240  ___________________________________________________________________
 HD1240* NAD 83(1997)-  37 36 49.61318(N)    093 24 39.95487(W)     ADJUSTED  
 HD1240* NAVD 88     -                                                        
 HD1240  ___________________________________________________________________
 HD1240  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 HD1240  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HD1240
 HD1240  HORZ ORDER  -  THIRD
 HD1240
 HD1240.The horizontal coordinates were established by classical geodetic methods
 HD1240.and adjusted by the National Geodetic Survey in February 2000..
 HD1240
 HD1240
 HD1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1240
 HD1240.The geoid height was determined by GEOID03.
 HD1240
 HD1240;                    North         East     Units Scale Factor Converg.
 HD1240;SPC MO C     -   197,957.952   419,562.598   MT  1.00001300   -0 33 22.0
 HD1240;UTM  15      - 4,163,044.120   463,718.095   MT  0.99961621   -0 15 03.3
 HD1240
 HD1240                          SUPERSEDED SURVEY CONTROL
 HD1240
 HD1240  NAD 83(1997)-  37 36 49.61589(N)    093 24 39.95496(W) AD(       ) 4
 HD1240  NAD 83(1997)-  37 36 49.62516(N)    093 24 39.95449(W) AD(       ) 4
 HD1240  NAD 83(1986)-  37 36 49.62531(N)    093 24 39.95410(W) AD(       ) 4
 HD1240  NAD 27      -  37 36 49.48800(N)    093 24 39.23600(W) AD(       ) 3
 HD1240
 HD1240.Superseded values are not recommended for survey control.
 HD1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1240.See file dsdata.txt to determine how the superseded data were derived.
 HD1240
 HD1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6371863044(NAD 83)
 HD1240
 HD1240  HISTORY     - Date     Condition        Report By
 HD1240  HISTORY     - 1939     FIRST OBSERVED   CGS
 HD1240  HISTORY     - 1960     GOOD             CGS
 HD1240  HISTORY     - 20040821 GOOD             USPSQD
 HD1240
 HD1240                          STATION DESCRIPTION
 HD1240
 HD1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1240'BASE OF A STATUE WHOSE TOP IS ABOUT 75 FEET ABOVE STREET
 HD1240'LEVEL, SITUATED ABOVE THE CLOCK TOWER OF THE POLK COUNTY
 HD1240'COURTHOUSE, A STONE BUILDING LOCATED IN THE CENTER OF THE
 HD1240'TOWN OF BOLIVAR.
 HD1240'
 HD1240'OBSERVED UPON FROM TRIANGULATION STATIONS BOLIVAR AND CANSLER.
 HD1240
 HD1240                          STATION RECOVERY (1960)
 HD1240
 HD1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1240'STATION RECOVERED, BUT NOT VISITED TO VERIFY THE DESCRIPTION.
 HD1240'THE STATION WAS OBSERVED UPON FROM BOLIVAR 1939, AIRPORT
 HD1240'AND PAUL AND THE DISTANCE COMPUTED FROM BOLIVAR TO THE INTERSECTION
 HD1240'STATION.  THIS DISTANCE CHECKS THE DISTANCE COMPUTED IN 1939.
 HD1240
 HD1240                          STATION RECOVERY (2004)
 HD1240
 HD1240'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 HD1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1243 ***********************************************************************
 HD1243  DESIGNATION -  BOLIVAR SE ELEC COOP RAD MAST
 HD1243  PID         -  HD1243
 HD1243  STATE/COUNTY-  MO/POLK
 HD1243  USGS QUAD   -  BOLIVAR (1981)
 HD1243
 HD1243                         *CURRENT SURVEY CONTROL
 HD1243  ___________________________________________________________________
 HD1243* NAD 83(1997)-  37 36 12.45259(N)    093 24 28.01985(W)     ADJUSTED  
 HD1243* NAVD 88     -                                                        
 HD1243  ___________________________________________________________________
 HD1243  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 HD1243  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HD1243
 HD1243  HORZ ORDER  -  THIRD
 HD1243
 HD1243.The horizontal coordinates were established by classical geodetic methods
 HD1243.and adjusted by the National Geodetic Survey in February 2000..
 HD1243
 HD1243
 HD1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1243
 HD1243.The geoid height was determined by GEOID03.
 HD1243
 HD1243;                    North         East     Units Scale Factor Converg.
 HD1243;SPC MO C     -   196,809.483   419,844.220   MT  1.00001244   -0 33 14.2
 HD1243;UTM  15      - 4,161,897.623   464,005.716   MT  0.99961596   -0 14 55.8
 HD1243
 HD1243                          SUPERSEDED SURVEY CONTROL
 HD1243
 HD1243  NAD 83(1997)-  37 36 12.45533(N)    093 24 28.02006(W) AD(       ) 4
 HD1243  NAD 83(1997)-  37 36 12.46444(N)    093 24 28.01942(W) AD(       ) 4
 HD1243  NAD 83(1986)-  37 36 12.46470(N)    093 24 28.01908(W) AD(       ) 4
 HD1243  NAD 27      -  37 36 12.32600(N)    093 24 27.30700(W) AD(       ) 3
 HD1243
 HD1243.Superseded values are not recommended for survey control.
 HD1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1243.See file dsdata.txt to determine how the superseded data were derived.
 HD1243
 HD1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6400661898(NAD 83)
 HD1243_MARKER: 42 = RADIO/TV MAST
 HD1243
 HD1243  HISTORY     - Date     Condition        Report By
 HD1243  HISTORY     - 1959     FIRST OBSERVED   CGS
 HD1243  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 HD1243
 HD1243                          STATION DESCRIPTION
 HD1243
 HD1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HWK)
 HD1243'THE STATION IS THE RED FLASHING LIGHT AT THE TOP OF THE
 HD1243'MAST.  THE MAST IS A SLENDER STEEL STRUCTURE PAINTED IN
 HD1243'ALTERNATE SECTIONS OF RED AND WHITE.  IT IS GUYED AND HAS
 HD1243'AN OVERALL HEIGHT OF ABOUT 225 FEET.
 HD1243'
 HD1243'THE MAST IS LOCATED ABOUT 0.7 MILE SOUTH OF BOLIVAR AT THE
 HD1243'SOUTHWEST ELECTRIC COOPERATIVE OFFICE BUILDINGS AND ABOUT
 HD1243'0.05 MILE WEST OF STATE HIGHWAY 13.
 HD1243
 HD1243                          STATION RECOVERY (2004)
 HD1243
 HD1243'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 HD1243'THIS MAST NO LONGER EXISTS. THERE ARE TWO FREE STANDING RADIO TOWERS
 HD1243'AT THIS LOCATION NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0239 ***********************************************************************
 KE0239  DESIGNATION -  BOLT
 KE0239  PID         -  KE0239
 KE0239  STATE/COUNTY-  MO/JACKSON
 KE0239  USGS QUAD   -  KANSAS CITY (1991)
 KE0239
 KE0239                         *CURRENT SURVEY CONTROL
 KE0239  ___________________________________________________________________
 KE0239* NAD 83(1986)-  39 06 43.     (N)    094 35 16.     (W)     SCALED    
 KE0239* NAVD 88     -       234.989  (meters)     770.96   (feet)  ADJUSTED  
 KE0239  ___________________________________________________________________
 KE0239  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE0239  DYNAMIC HT  -         234.839 (meters)     770.47  (feet)  COMP
 KE0239  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 KE0239
 KE0239  VERT ORDER  -  FIRST     CLASS II
 KE0239
 KE0239.The horizontal coordinates were scaled from a topographic map and have
 KE0239.an estimated accuracy of +/- 6 seconds.
 KE0239
 KE0239.The orthometric height was determined by differential leveling
 KE0239.and adjusted by the National Geodetic Survey in June 1991..
 KE0239
 KE0239.The geoid height was determined by GEOID03.
 KE0239
 KE0239.The dynamic height is computed by dividing the NAVD 88
 KE0239.geopotential number by the normal gravity value computed on the
 KE0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0239.degrees latitude (g = 980.6199 gals.).
 KE0239
 KE0239.The modeled gravity was interpolated from observed gravity values.
 KE0239
 KE0239;                    North         East    Units  Estimated Accuracy
 KE0239;SPC MO W     -   326,880.      842,410.      MT  (+/- 180 meters Scaled)
 KE0239
 KE0239                          SUPERSEDED SURVEY CONTROL
 KE0239
 KE0239  NGVD 29 (??/??/92)  234.910  (m)          770.70   (f) ADJ UNCH    1 2
 KE0239
 KE0239.Superseded values are not recommended for survey control.
 KE0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0239.See file dsdata.txt to determine how the superseded data were derived.
 KE0239
 KE0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD627303(NAD 83)
 KE0239_MARKER: B = BOLT
 KE0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0239_SP_SET: CONCRETE POST
 KE0239_MARK LOGO: NONE  
 KE0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0239+STABILITY: SURFACE MOTION
 KE0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0239+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989
 KE0239
 KE0239  HISTORY     - Date     Condition        Report By
 KE0239  HISTORY     - UNK      MONUMENTED       RBNF
 KE0239  HISTORY     - 1948     GOOD             NGS
 KE0239  HISTORY     - 1966     GOOD             NGS
 KE0239  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0239  HISTORY     - 19890822 GOOD             NGS
 KE0239
 KE0239                          STATION DESCRIPTION
 KE0239
 KE0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0239'AT KANSAS CITY.
 KE0239'AT KANSAS CITY, AT THE SOUTH END OF THE HANNIBAL BRIDGE OVER
 KE0239'THE MISSOURI RIVER, 22.3 FEET SOUTH OF THE SOUTH FACE OF THE
 KE0239'SOUTH ABUTMENT, 10.1 FEET EAST OF THE EAST RAIL OF THE MOST
 KE0239'EASTERLY TRACK CROSSING THE BRIDGE, A 3/8 INCH COPPER BOLT
 KE0239'SET IN THE TOP OF CONCRETE POURED INTO A 3-INCH IRON PIPE
 KE0239'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 KE0239
 KE0239                          STATION RECOVERY (1966)
 KE0239
 KE0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KE0239'RECOVERED IN GOOD CONDITION.
 KE0239
 KE0239                          STATION RECOVERY (1986)
 KE0239
 KE0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0239'MARK NOT FOUND.
 KE0239
 KE0239                          STATION RECOVERY (1989)
 KE0239
 KE0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0517 ***********************************************************************
 HD0517  DESIGNATION -  BOLT 1
 HD0517  PID         -  HD0517
 HD0517  STATE/COUNTY-  MO/POLK
 HD0517  USGS QUAD   -  BOLIVAR (1981)
 HD0517
 HD0517                         *CURRENT SURVEY CONTROL
 HD0517  ___________________________________________________________________
 HD0517* NAD 83(1986)-  37 36 45.     (N)    093 26 15.     (W)     SCALED    
 HD0517* NAVD 88     -       329.814  (meters)    1082.06   (feet)  ADJUSTED  
 HD0517  ___________________________________________________________________
 HD0517  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HD0517  DYNAMIC HT  -         329.561 (meters)    1081.23  (feet)  COMP
 HD0517  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 HD0517
 HD0517  VERT ORDER  -  SECOND    CLASS 0
 HD0517
 HD0517.The horizontal coordinates were scaled from a topographic map and have
 HD0517.an estimated accuracy of +/- 6 seconds.
 HD0517
 HD0517.The orthometric height was determined by differential leveling
 HD0517.and adjusted by the National Geodetic Survey in June 1991..
 HD0517
 HD0517.The geoid height was determined by GEOID03.
 HD0517
 HD0517.The dynamic height is computed by dividing the NAVD 88
 HD0517.geopotential number by the normal gravity value computed on the
 HD0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0517.degrees latitude (g = 980.6199 gals.).
 HD0517
 HD0517.The modeled gravity was interpolated from observed gravity values.
 HD0517
 HD0517;                    North         East    Units  Estimated Accuracy
 HD0517;SPC MO C     -   197,840.      417,230.      MT  (+/- 180 meters Scaled)
 HD0517
 HD0517                          SUPERSEDED SURVEY CONTROL
 HD0517
 HD0517  NGVD 29 (??/??/92)  329.698  (m)         1081.68   (f) ADJ UNCH    2 0
 HD0517
 HD0517.Superseded values are not recommended for survey control.
 HD0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0517.See file dsdata.txt to determine how the superseded data were derived.
 HD0517
 HD0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB613629(NAD 83)
 HD0517_MARKER: B = BOLT
 HD0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0517_SP_SET: CULVERT
 HD0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0517
 HD0517  HISTORY     - Date     Condition        Report By
 HD0517  HISTORY     - UNK      MONUMENTED       MOHC
 HD0517  HISTORY     - 1935     GOOD             NGS
 HD0517  HISTORY     - 1975     GOOD             NGS
 HD0517  HISTORY     - 1975     GOOD             NGS
 HD0517
 HD0517                          STATION DESCRIPTION
 HD0517
 HD0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0517'15 MI W FROM BOLIVAR.
 HD0517'1.5 MILES WEST ALONG STATE HIGHWAY 64 FROM THE COUNTY COURTHOUSE
 HD0517'AT BOLIVAR, POLK COUNTY, 612 FEET WEST OF THE JUNCTION OF A
 HD0517'GRAVEL ROAD LEADING SOUTH, AT A BOX CULVERT UNDER THE HIGHWAY,
 HD0517'ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL,
 HD0517'15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 HD0517'WITH THE HIGHWAY.  A 1/2-INCH SQUARE BOLT.
 HD0517
 HD0517                          STATION RECOVERY (1975)
 HD0517
 HD0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HD0517'RECOVERED IN GOOD CONDITION.
 HD0517
 HD0517                          STATION RECOVERY (1975)
 HD0517
 HD0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HD0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1462 ***********************************************************************
 JC1462  DESIGNATION -  BONE
 JC1462  PID         -  JC1462
 JC1462  STATE/COUNTY-  MO/FRANKLIN
 JC1462  USGS QUAD   -  SPRING BLUFF (1980)
 JC1462
 JC1462                         *CURRENT SURVEY CONTROL
 JC1462  ___________________________________________________________________
 JC1462* NAD 83(1997)-  38 19 56.44404(N)    091 12 33.37939(W)     ADJUSTED  
 JC1462* NAVD 88     -       249.0    (meters)     817.     (feet)  GPS OBS   
 JC1462  ___________________________________________________________________
 JC1462  X           -    -105,727.974 (meters)                     COMP
 JC1462  Y           -  -5,008,688.635 (meters)                     COMP
 JC1462  Z           -   3,934,583.173 (meters)                     COMP
 JC1462  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 JC1462  ELLIP HEIGHT-         218.21  (meters)          (02/17/00) GPS OBS
 JC1462  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JC1462
 JC1462  HORZ ORDER  -  FIRST
 JC1462  ELLP ORDER  -  FOURTH    CLASS I
 JC1462
 JC1462.The horizontal coordinates were established by GPS observations
 JC1462.and adjusted by the National Geodetic Survey in February 2000..
 JC1462
 JC1462.The orthometric height was determined by GPS observations and a
 JC1462.high-resolution geoid model.
 JC1462
 JC1462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1462
 JC1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1462
 JC1462.The ellipsoidal height was determined by GPS observations
 JC1462.and is referenced to NAD 83.
 JC1462
 JC1462.The geoid height was determined by GEOID03.
 JC1462
 JC1462;                    North         East     Units Scale Factor Converg.
 JC1462;SPC MO E     -   277,558.064   187,988.851   MT  0.99998067   -0 26 23.7
 JC1462;UTM  15      - 4,244,207.754   656,514.882   MT  0.99990169   +1 06 39.1
 JC1462
 JC1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1462!SPC MO E     -   0.99996576  x   0.99998067  =   0.99994643
 JC1462!UTM  15      -   0.99996576  x   0.99990169  =   0.99986746
 JC1462
 JC1462|---------------------------------------------------------------------|
 JC1462| PID    Reference Object                     Distance      Geod. Az  |
 JC1462|                                                           dddmmss.s |
 JC1462| JC1460 TT 987 ERA                           23.348 METERS 15325     |
 JC1462| CN5744 BONE RM 3                            35.393 METERS 18418     |
 JC1462| CN5742 BONE AZ MK                                         2163304.5 |
 JC1462| CN5743 BONE RM 1                            22.725 METERS 23708     |
 JC1462| JC1461 AIRWAY BCN 64 6 MI S BEAUFORT        14.508 METERS 31402     |
 JC1462| JC1489 JACOBS 2                            APPROX.12.9 KM 3354655.9 |
 JC1462| JC1466 LESLIE ZION METHODIST CHURCH        APPROX. 9.9 KM 3523524.9 |
 JC1462|---------------------------------------------------------------------|
 JC1462
 JC1462                          SUPERSEDED SURVEY CONTROL
 JC1462
 JC1462  NAD 83(1997)-  38 19 56.44925(N)    091 12 33.37990(W) AD(       ) 1
 JC1462  NAD 83(1986)-  38 19 56.45939(N)    091 12 33.38032(W) AD(       ) 1
 JC1462  NAD 83(1986)-  38 19 56.46565(N)    091 12 33.37633(W) AD(       ) 3
 JC1462  NAD 27      -  38 19 56.27700(N)    091 12 32.84400(W) AD(       ) 3
 JC1462
 JC1462.Superseded values are not recommended for survey control.
 JC1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1462.See file dsdata.txt to determine how the superseded data were derived.
 JC1462
 JC1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5651544208(NAD 83)
 JC1462_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1462_STAMPING: BONE 1956
 JC1462_MARK LOGO: CGS   
 JC1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1462+STABILITY: SURFACE MOTION
 JC1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1462+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1462
 JC1462  HISTORY     - Date     Condition        Report By
 JC1462  HISTORY     - 1956     MONUMENTED       CGS
 JC1462  HISTORY     - 1978     GOOD             NGS
 JC1462  HISTORY     - 19950119 GOOD             MODNR
 JC1462
 JC1462                          STATION DESCRIPTION
 JC1462
 JC1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1462'THE STATION IS LOCATED NEAR AN AIRWAY BEACON ON THE WEST SIDE
 JC1462'OF COUNTY ROAD U ABOUT 6 MILES AIRLINE SOUTH-SOUTHWEST OF
 JC1462'BEAUFORT, 7 MILES AIRLINE NORTHWEST OF STATON, AND 8 MILES
 JC1462'AIRLINE SOUTHEAST OF GERALD.
 JC1462'
 JC1462'TO REACH THE STATION FROM THE POST OFFICE IN BEAUFORT GO WEST
 JC1462'0.05 MILE TO A CROSS ROAD.  TURN LEFT ONTO COUNTY ROAD U AND
 JC1462'GO SOUTH 5.8 MILES TO A CHURCH ON THE RIGHT.  KEEP STRAIGHT
 JC1462'AHEAD AND GO SOUTH 1.15 MILES TO AN AIRWAY BEACON AND THE
 JC1462'STATION ON THE RIGHT.
 JC1462'
 JC1462'THE STATION MARK IS A STANDARD DISK STAMPED BONE 1956 SET IN
 JC1462'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 JC1462'ABOVE THE GROUND.  IT IS 35 FEET WEST OF THE CENTERLINE OF
 JC1462'COUNTY ROAD U AND 10.5 FEET NORTHWEST OF A WITNESS POST.
 JC1462'
 JC1462'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BONE NO 1
 JC1462'1956 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JC1462'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 58 FEET NORTHWEST
 JC1462'OF THE INTERSECTION OF THE CENTERLINES OF COUNTY ROAD U AND A
 JC1462'SIDE ROAD THAT GOES WEST FROM THE INTERSECTION, 4 FEET NORTH
 JC1462'OF A FENCE CORNER, 20 FEET WEST OF A POWERLINE GUY POLE, AND
 JC1462'3 FEET LOWER THAN THE STATION.
 JC1462'
 JC1462'REFERENCE MARK NUMBER 2 IS A U.S. GEOLOGICAL SURVEY DISK
 JC1462'STAMPED TT987 ERA 1935 817 SET IN THE TOP OF A 6-INCH SQUARE
 JC1462'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 JC1462'34 FEET EAST OF THE CENTERLINE OF COUNTY ROAD U AND THE SAME
 JC1462'ELEVATION AS THE STATION.
 JC1462'
 JC1462'THE AIRWAY BEACON IS A STEEL TOWER 13 FEET SQUARE AT THE BASE AND
 JC1462'75 FEET HIGH.  A TURNING WHITE LIGHT IS MOUNTED ON TOP AND
 JC1462'BENEATH IT IS A SMALLER RED LIGHT WHICH BLINKS A SERIES OF 4 DOTS.
 JC1462'IT IS BUILT ON GROUND THAT IS 3 FEET LOWER THAN THE STATION.
 JC1462'
 JC1462'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF COUNTY ROAD U
 JC1462'AND IS A STANDARD DISK STAMPED BONE 1956 SET IN THE TOP OF A
 JC1462'10-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES ABOVE THE
 JC1462'GROUND.  IT IS 30 FEET WEST OF THE CENTERLINE OF THE ROAD AND 19
 JC1462'FEET SOUTH OF A FENCE CORNER.
 JC1462'
 JC1462'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON COUNTY
 JC1462'ROAD U 0.35 MILE TO A FENCE CORNER AND THE AZIMUTH MARK ON
 JC1462'THE RIGHT.
 JC1462
 JC1462                          STATION RECOVERY (1978)
 JC1462
 JC1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JC1462'SURFACE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 JC1462'RECOVERED IN GOOD CONDITION.  BENCH MARK TT 987 ERA USGS AND THE OLD
 JC1462'AIRWAY BEACON HAVE BEEN DESTROYED.  THE UPPER 10 INCHES OF THE BENCH
 JC1462'MARK MONUMENT CONTAINING THE DISK WAS FOUND LYING ON TOP OF THE
 JC1462'GROUND.  THE AZIMUTH MARK IS NOW OBSTRUCTED BY TREES.  ONE TREE IS A
 JC1462'SPRUCE AND PERMISSION COULD NOT BE OBTAINED TO TRIM OR REMOVE THE
 JC1462'TREE.  LIMITED GROUND VISIBILITY PREVENTED AN ADDITIONAL AZIMUTH MARK
 JC1462'BEING ESTABLISHED.  REFERENCE MARK 3 WAS ESTABLISHED.  FOLLOWING IS A
 JC1462'NEW DESCRIPTION.  DISTANCE TO REFERENCE MARK 1 WAS VERIFIED.
 JC1462'
 JC1462'STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF BEAUFORT, 7 MILES
 JC1462'NORTHWEST OF STANTON, 8 MILES SOUTHEAST OF GERALD AND ON THE NORTHWEST
 JC1462'SIDE OF STATE HIGHWAY 185 BETWEEN SPRING CREEK ROAD AND EVERGREEN LOOP
 JC1462'
 JC1462'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JC1462'HIGHWAY 185 AT BEAUFORT, GO SOUTHERLY ON HIGHWAY 185 FOR 6.95 MILES
 JC1462'TO SPRING CREEK ROAD ON THE LEFT AND THE STATION AND EVERGREEN LOOP
 JC1462'ON THE RIGHT.
 JC1462'
 JC1462'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY ON THE
 JC1462'HIGHWAY FOR 0.4 MILE TO THE MARK ON THE RIGHT AT THE TOP OF THE HILL,
 JC1462'100 YARDS BEFORE REACHING A FARM HOUSE.
 JC1462'
 JC1462'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BONE 1956---SET
 JC1462'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 JC1462'ABOVE THE GROUND.  IT IS 85.5 FEET NORTH OF THE CENTERLINE OF
 JC1462'EVERGREEN LOOP, 54.0 FEET NORTH OF A POWERLINE POLE GUY POLE, 37.0
 JC1462'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 7.0 FEET
 JC1462'NORTHWEST OF A WITNESS POST AND A FENCE.  UNDERGROUND MARK WAS NOT
 JC1462'INSPECTED.
 JC1462'
 JC1462'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BONE 1956 NO 1---SET
 JC1462'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 JC1462'ABOVE THE GROUND.  IT IS 61.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 JC1462'HIGHWAY, 24.5 FEET NORTH OF THE CENTERLINE OF EVERGREEN LOOP, 20.3
 JC1462'FEET WEST OF THE POWERLINE POLE GUY POLE AND ABOUT 2 FEET LOWER THAN
 JC1462'THE STATION.
 JC1462'
 JC1462'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---BONE 1956 NO 3
 JC1462'1978---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 JC1462'FLUSH.  IT IS 89.0 FEET SOUTH-SOUTHEAST OF THE POWERLINE POLE GUY
 JC1462'POLE, 29.0 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 JC1462'EAST OF A FENCE CORNER AND ABOUT 2 FEET LOWER THAN THE STATION.
 JC1462'
 JC1462'AZIMUTH MARK IS A STANDARD DISK STAMPED---BONE 1956---SET IN THE TOP
 JC1462'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE
 JC1462'GROUND.  IT IS 100 YARDS NORTHEAST OF A HOUSE, 49.0 FEET
 JC1462'EAST-SOUTHEAST OF A POWERLINE POLE WITH A TRANSFORMER, 29.0 FEET
 JC1462'WEST-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 185 AND 19.5 FEET
 JC1462'SOUTH OF A FENCE CORNER AT A FIELD ENTRANCE.
 JC1462
 JC1462                          STATION RECOVERY (1995)
 JC1462
 JC1462'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1462'THE STATION IS A STANDARD CGS TRIANGULATION DISK STAMPED BONE, 1956 IN
 JC1462'IN A 12 IN SQUARE POST THAT PROJECTS 1 INCH.  REFERENCE MARK NO.  1 IS
 JC1462'A STANDARD CGS REFERENCE DISK STAMPED BONE, NO.  1, 1956 IN A 12 IN
 JC1462'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. THE STATION IS LOCATED
 JC1462'ABOUT 9 MI (14.5 KM) NNW OF SULLIVAN, MO, 8 MI (12.9 KM) SOUTHEAST OF
 JC1462'GERALD, MO, 7.5 MI (12.1 KM) WNW OF STANTON, AND 6 MI (9.7 KM) SOUTH
 JC1462'OF BEAUFORT ON THE WEST SIDE OF MISSOURI HWY.  185.  IT IS 85.5 FT
 JC1462'(26.1 M) NORTH OF THE CENTER LINE OF EVERGREEN LOOP, 54.0 FT (16.5 M)
 JC1462'NORTH OF A POWER LINE POLE GUY POLE, 37.0 FT (11.3 M) NORTHWEST OF THE
 JC1462'CENTER LINE OF THE HIGHWAY AND 7.0 FT (2.1 M) NORTHWEST OF A WITNESS
 JC1462'POST AND A FENCE.  UNDERGROUND MARK WAS NOT INSPECTED. REFERENCE MARK
 JC1462'NO.  1 IS A STANDARD DISK STAMPED BONE 1956 NO.  1 SET IN THE TOP OF A
 JC1462'12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 JC1462'IT IS 61.0 FT (18.6 M) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JC1462'24.5 FT (7.5 M) NORTH OF THE CENTER LINE OF EVERGREEN LOOP, 20.3 FT
 JC1462'(6.2 M) WEST OF THE POWER LINE POLE GUY POLE AND ABOUT 2 FT (0.6 M)
 JC1462'LOWER THAN THE STATION. THE AZIMUTH MARK IS A STANDARD DISK STAMPED
 JC1462'BONE 1956 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 JC1462'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 100 YARDS NORTHEAST OF A
 JC1462'HOUSE, 49.0 FT (14.9 M) WNW OF THE CENTER LINE OF STATE HIGHWAY 185
 JC1462'AND 19.5 FT (5.9 M) SOUTH OF A FENCE CORNER AT A FIELD ENTRANCE. TO
 JC1462'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50 AND STATE
 JC1462'HIGHWAY 185 AT BEAUFORT, GO SOUTHERLY ON HIGHWAY 185 FOR 6.95 MI
 JC1462'(11.18 KM) TO SPRING CREEK ROAD ON THE LEFT AND THE STATION AND
 JC1462'EVERGREEN LOOP ON THE RIGHT. TO REACH THE AZIMUTH MARK FROM THE
 JC1462'STATION, CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.4 MI (0.6 KM) TO THE
 JC1462'MARK ON THE RIGHT AT THE TOP OF THE HILL, 100 YARDS BEFORE REACHING A
 JC1462'FARM HOUSE. NOTE- AZIMUTH MARK WAS NOT RECOVERED AS IT IS NO LONGER
 JC1462'VISIBLE FROM THE STATION. STATION MARK AND RM 1 ARE ON PROPERTY
 JC1462'BELONGING TO JOSEPH AND BEVERLY BANDY, ROUTE 1 - BOX 173, LESLIE, MO
 JC1462'63056.  TEL 314/484-3537.  MR. AND MRS.  BANDY LIVE IN A MOBILE HOME
 JC1462'0.15 MI (0.24 KM) NORTH OF THE STATION ON THE WEST SIDE OF HIGHWAY
 JC1462'185. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1027 ***********************************************************************
 HC1027  DESIGNATION -  BONNE TERRE
 HC1027  PID         -  HC1027
 HC1027  STATE/COUNTY-  MO/ST FRANCOIS
 HC1027  USGS QUAD   -  BONNE TERRE (1982)
 HC1027
 HC1027                         *CURRENT SURVEY CONTROL
 HC1027  ___________________________________________________________________
 HC1027* NAD 83(1997)-  37 54 21.65126(N)    090 34 35.00189(W)     ADJUSTED  
 HC1027* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 HC1027  ___________________________________________________________________
 HC1027  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 HC1027  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 HC1027
 HC1027  HORZ ORDER  -  SECOND
 HC1027
 HC1027.The horizontal coordinates were established by classical geodetic methods
 HC1027.and adjusted by the National Geodetic Survey in February 2000..
 HC1027
 HC1027.The orthometric height was scaled from a topographic map.
 HC1027
 HC1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1027
 HC1027.The geoid height was determined by GEOID03.
 HC1027
 HC1027;                    North         East     Units Scale Factor Converg.
 HC1027;SPC MO E     -   230,003.670   243,282.423   MT  0.99993389   -0 02 49.0
 HC1027;UTM  15      - 4,198,156.774   713,073.542   MT  1.00015921   +1 29 22.4
 HC1027
 HC1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1027!SPC MO E     -   0.99995364  x   0.99993389  =   0.99988753
 HC1027!UTM  15      -   0.99995364  x   1.00015921  =   1.00011284
 HC1027
 HC1027:                Primary Azimuth Mark                     Grid Az
 HC1027:SPC MO E     -  HALIFAX UNION ELEC MICROWAVE             035 46 29.2
 HC1027:UTM  15      -  HALIFAX UNION ELEC MICROWAVE             034 14 17.8
 HC1027
 HC1027|---------------------------------------------------------------------|
 HC1027| PID    Reference Object                     Distance      Geod. Az  |
 HC1027|                                                           dddmmss.s |
 HC1027| JC1640 HALIFAX UNION ELEC MICROWAVE        APPROX.13.0 KM 0354340.2 |
 HC1027| CI3042 BONNE TERRE AZ MK                                  0551538.6 |
 HC1027| CI3043 BONNE TERRE RM 1                     26.048 METERS 11201     |
 HC1027| HC0935 FARMINGTON RADIO STA KREI MAST      APPROX.19.3 KM 1304320.2 |
 HC1027| HC1032 FLAT RIVER RADIO STA KFMO MAST      APPROX. 8.4 KM 1312516.6 |
 HC1027| HC1030 DESLOGE ST JOSEPH LEAD CO STK       APPROX. 4.8 KM 1363512.6 |
 HC1027| HC1033 DESLOGE ST JOSEPH LEAD CO TANK      APPROX. 4.8 KM 1372043.4 |
 HC1027| HC1034 FLAT RIVER MUN STANDPIPE            APPROX. 9.2 KM 1382725.6 |
 HC1027| HC1031 FLAT RIVER UNION ELEC RAD MAST      APPROX. 6.8 KM 1492330.7 |
 HC1027| HC1037 LEADWOOD ST JOSEPH LEAD CO TK       APPROX. 5.7 KM 1975332.6 |
 HC1027| CI3045 BONNE TERRE RM 3                     23.493 METERS 19914     |
 HC1027| CI3044 BONNE TERRE RM 2                     23.459 METERS 19933     |
 HC1027|---------------------------------------------------------------------|
 HC1027
 HC1027                          SUPERSEDED SURVEY CONTROL
 HC1027
 HC1027  NAD 83(1997)-  37 54 21.65872(N)    090 34 35.00030(W) AD(       ) 2
 HC1027  NAD 83(1986)-  37 54 21.66483(N)    090 34 34.99933(W) AD(       ) 2
 HC1027  NAD 27      -  37 54 21.48100(N)    090 34 34.53800(W) AD(       ) 2
 HC1027
 HC1027.Superseded values are not recommended for survey control.
 HC1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1027.See file dsdata.txt to determine how the superseded data were derived.
 HC1027
 HC1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1307498157(NAD 83)
 HC1027_MARKER: DS = TRIANGULATION STATION DISK
 HC1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1027_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 HC1027
 HC1027  HISTORY     - Date     Condition        Report By
 HC1027  HISTORY     - 1956     MONUMENTED       CGS
 HC1027  HISTORY     - 1977     GOOD             NGS
 HC1027
 HC1027                          STATION DESCRIPTION
 HC1027
 HC1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1027'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH SOUTHWEST OF BONNE
 HC1027'TERRE ON THE CREST OF A LOW, TIMBERED RIDGE THAT RUNS IN A
 HC1027'NORTHWEST SOUTHEAST DIRECTION.
 HC1027'
 HC1027'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE, IN
 HC1027'BONNE TERRE, GO SOUTHWESTERLY ON NE MAIN STREET FOR 0.05 MILE
 HC1027'TO CHURCH STREET.  CONTINUE SOUTHWESTERLY ON CHURCH STREET FOR
 HC1027'0.6 MILE TO BRANCH STREET.  KEEP RIGHT, ON BRANCH STREET, AND
 HC1027'GO 0.2 MILE TO THE END OF HARD SURFACED ROAD.  KEEP STRAIGHT
 HC1027'AHEAD ON GRAVELED ROAD AND GO 0.1 MILE TO A FORK.  CONTINUE
 HC1027'STRAIGHT AHEAD, KEEPING ALL RIGHT FORKS, AND FOLLOW ROUGH,
 HC1027'ROCKY ROAD SOUTHWESTERLY 0.9 MILE TO A FORK.  TAKE LEFT FORK,
 HC1027'UP GRADE, 0.1 MILE TO A CROSSROAD AT TOP OF GRADE.  TURN
 HC1027'RIGHT AND GO 0.05 MILE TO STATION IN POWER LINE CLEARING.
 HC1027'
 HC1027'STATION, STAMPED BONNE TERRE 1956, IS A STANDARD USC AND GS
 HC1027'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HC1027'THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 24.5 FEET
 HC1027'WEST OF A POWER LINE POLE AND 14.5 FEET SOUTH OF A WHITE WITNESS
 HC1027'POST.
 HC1027'
 HC1027'R.M. 1, STAMPED BONNE TERRE NO 1 1956, IS A STANDARD USC AND GS
 HC1027'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HC1027'THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 49.0 FEET
 HC1027'EAST OF THE CENTER LINE OF THE POWER LINE, 11.5 FEET NORTH
 HC1027'OF THE CENTER LINE OF THE TRACK ROAD, AND ABOUT 2.0 FEET
 HC1027'HIGHER THAN THE STATION.
 HC1027'
 HC1027'R.M. 2, STAMPED BONNE TERRE NO 2 1956, IS A STANDARD USC AND GS
 HC1027'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HC1027'THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 13.0 FEET
 HC1027'EAST OF THE CENTER LINE OF POWER LINE CLEARING AND ABOUT 3.0
 HC1027'FEET LOWER THAN THE STATION.
 HC1027'
 HC1027'AZIMUTH MARK, STAMPED BONNE TERRE 1956, IS A STANDARD USC AND GS
 HC1027'BRONZE DISK CEMENTED IN A DRILL HOLE IN BED ROCK.  IT IS 78.7
 HC1027'FEET WEST OF THE CENTER LINE OF ROAD, AND 10.3 FEET NORTH OF
 HC1027'A TRIANGULAR BLAZED CEDAR TREE THAT IS 10 INCHES IN DIAMETER.
 HC1027'TO REACH FROM THE STATION GO EAST 0.05 MILE TO CROSSROAD.
 HC1027'TURN LEFT AND GO 0.1 MILE TO FORK.  TAKE RIGHT FORK AND GO
 HC1027'0.15 MILE TO THE AZIMUTH MARK WEST OF ROAD.
 HC1027
 HC1027                          STATION RECOVERY (1977)
 HC1027
 HC1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HC1027'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 HC1027'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 HC1027'LYING ON TOP THE GROUND.  THE LINE OF SIGHT TO THE AZIMUTH MARK
 HC1027'IS OBSTRUCTED BY TREES.  REFERENCE MARK 3 WAS ESTABLISHED THIS
 HC1027'DATE.
 HC1027'
 HC1027'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 HC1027'
 HC1027'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH-SOUTHWEST OF
 HC1027'BONNE TERRE, ON THE CREST OF A LOW TIMBERED RIDGE THAT RUNS IN A
 HC1027'NORTHWEST-SOUTHWEST DIRECTION AND ON PROPERTY OWNED BY THE MONSANTO
 HC1027'PLANT, BOX 47 BONNE TERRE, MO. 63628.
 HC1027'
 HC1027'TO REACH THE STATION FROM THE POST OFFICE IN BONNE TERRE, GO
 HC1027'SOUTHWESTERLY ON NE MAIN STREET FOR 0.05 MILE TO CHURCH STREET,
 HC1027'CONTINUE SOUTHWESTERLY ON CHURCH STREET FOR 0.6 MILE TO BRANCH
 HC1027'STREET, KEEP RIGHT ON BRANCH STREET AND GO 0.2 MILE TO THE END OF
 HC1027'SURFACE ROAD, KEEP STRAIGHT AHEAD ON A GRAVELED ROAD FOR 0.1 MILE
 HC1027'TO ROAD FORK, CONTINUE STRAIGHT AHEAD ON MAIN GRAVELED ROAD FOR 0.9
 HC1027'MILE THE MONSANTO PLANT BUILDINGS, PASS TO THE RIGHT OF THE
 HC1027'OFFICE BUILDING AND CONTINUE ON GRAVELED ROAD, UPHILL FOR 0.1
 HC1027'MILE TO A METAL BUILDING ON THE LEFT AND A WOODS ROAD ON THE
 HC1027'RIGHT, TURN RIGHT AND FOLLOW THE WOODS ROAD 0.05 MILE TO THE
 HC1027'STATION MARK ON THE LEFT.
 HC1027'
 HC1027'THE STATION MARK IS A STANDARD DISK STAMPED BONNE TERRE 1956, SET
 HC1027'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 10 INCHES
 HC1027'BELOW THE GROUND SURFACE.  IT IS 27 FEET SOUTHWEST OF THE CENTER
 HC1027'OF THE WOODS ROAD, 24 FEET WEST OF THE CENTER OF OLD POWERLINE
 HC1027'CLEARING, 14.5 FEET SOUTHWEST OF A 4X4 WHITE WOODEN WITNESS
 HC1027'POST, 2 FEET NORTHEAST OF A METAL WITNESS POST AND IN A PUSHED
 HC1027'UP MOUND OF DIRT.  THE UNDERGROUND STATION MARK WAS NOT
 HC1027'INSPECTED.  A PIECE OF REBAR DRIVEN INTO THE GROUND BESIDE THE
 HC1027'STATION MARK.
 HC1027'
 HC1027'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BONNE TERRE NO 1 1956,
 HC1027'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 HC1027'INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET NORTHEAST OF THE
 HC1027'CENTER OF THE WOODS ROAD AND 1.3 FEET SOUTHWEST OF A METAL WITNESS
 HC1027'POST.
 HC1027'
 HC1027'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BONNE TERRE 1956 NO 3
 HC1027'1977, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HC1027'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.4 FEET NORTH OF A
 HC1027'METAL WITNESS POST AND ON THE WEST EDGE OF THE OLD POWERLINE
 HC1027'CLEARING AND AT THE EDGE OF WOODS.
 HC1027'
 HC1027'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BONNE TERRE 1956,
 HC1027'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, IT IS ABOUT 85
 HC1027'PACES NORTH OF THE CENTER OF THE GRAVELED ROAD LEADING TO THE
 HC1027'STATION, ABOUT 10 FEET NORTH OF A TRIANGULAR BLAZED CEDAR TREE
 HC1027'AND 1 FOOT SOUTH OF A 2 FOOT HIGH CAIRN.
 HC1027'
 HC1027'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE GRAVELED ROAD
 HC1027'NORTHEASTERLY FOR 0.3 MILE TO END OF TRUCK TRAVEL, THEN PACK NORTH
 HC1027'DOWN HILL IN WOODS ABOUT 85 PACES TO FLAT AREA AND OUTCROPPING
 HC1027'BEDROCK AREA AND THE AZIMUTH MARK.
 HC1027'
 HC1027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES SSW OF
 HC1027'BONNE TERRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1067 ***********************************************************************
 KD1067  DESIGNATION -  BONNELL
 KD1067  PID         -  KD1067
 KD1067  STATE/COUNTY-  MO/RANDOLPH
 KD1067  USGS QUAD   -  CLARK (1979)
 KD1067
 KD1067                         *CURRENT SURVEY CONTROL
 KD1067  ___________________________________________________________________
 KD1067* NAD 83(1997)-  39 20 03.41755(N)    092 19 54.41982(W)     ADJUSTED  
 KD1067* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 KD1067  ___________________________________________________________________
 KD1067  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 KD1067  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KD1067
 KD1067  HORZ ORDER  -  FIRST
 KD1067
 KD1067.The horizontal coordinates were established by classical geodetic methods
 KD1067.and adjusted by the National Geodetic Survey in February 2000..
 KD1067
 KD1067.The orthometric height was scaled from a topographic map.
 KD1067
 KD1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1067
 KD1067.The geoid height was determined by GEOID03.
 KD1067
 KD1067;                    North         East     Units Scale Factor Converg.
 KD1067;SPC MO C     -   388,553.430   514,502.231   MT  0.99993592   +0 06 23.8
 KD1067;UTM  15      - 4,354,086.217   557,589.066   MT  0.99964083   +0 25 24.8
 KD1067
 KD1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1067!SPC MO C     -   0.99996413  x   0.99993592  =   0.99990005
 KD1067!UTM  15      -   0.99996413  x   0.99964083  =   0.99960497
 KD1067
 KD1067:                Primary Azimuth Mark                     Grid Az
 KD1067:SPC MO C     -  BONNELL AZ MK                            025 17 44.5
 KD1067:UTM  15      -  BONNELL AZ MK                            024 58 43.5
 KD1067
 KD1067|---------------------------------------------------------------------|
 KD1067| PID    Reference Object                     Distance      Geod. Az  |
 KD1067|                                                           dddmmss.s |
 KD1067| CL8913 BONNELL AZ MK                                      0252408.3 |
 KD1067| KD1045 KIRKLAND                            APPROX.22.9 KM 0921612.1 |
 KD1067| KD1055 CENTRALIA CHANCE CO CUPOLA          APPROX.21.4 KM 1283723.0 |
 KD1067| CL8914 BONNELL RM 1                         25.228 METERS 14857     |
 KD1067| CL8915 BONNELL RM 2                         32.056 METERS 23318     |
 KD1067| KD1074 MOBERLY BROWN SHOE CO STACK         APPROX.12.5 KM 3133740.4 |
 KD1067| KD1073 MOBERLY BROWN SHOE CO TANK          APPROX.12.6 KM 3134724.7 |
 KD1067| KD1072 MOBERLY ST JOHNS CATH CHURCH        APPROX.13.1 KM 3145524.4 |
 KD1067| KD1070 MOBERLY COATES ST PRESB CH          APPROX.13.6 KM 3150441.8 |
 KD1067| KD1069 MOBERLY WEST MUNICIPAL TANK         APPROX.15.3 KM 3152532.1 |
 KD1067| KD1071 MOBERLY MO PWR LT CO STACK          APPROX.13.6 KM 3161827.6 |
 KD1067| KD1076 MOBERLY EAST MUNICIPAL TANK         APPROX.12.8 KM 3172422.1 |
 KD1067|---------------------------------------------------------------------|
 KD1067
 KD1067                          SUPERSEDED SURVEY CONTROL
 KD1067
 KD1067  NAD 83(1997)-  39 20 03.42452(N)    092 19 54.42583(W) AD(       ) 1
 KD1067  NAD 83(1986)-  39 20 03.42503(N)    092 19 54.42585(W) AD(       ) 1
 KD1067  NAD 27      -  39 20 03.28480(N)    092 19 53.78840(W) AD(       ) 1
 KD1067
 KD1067.Superseded values are not recommended for survey control.
 KD1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1067.See file dsdata.txt to determine how the superseded data were derived.
 KD1067
 KD1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5758954086(NAD 83)
 KD1067_MARKER: DS = TRIANGULATION STATION DISK
 KD1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1067_STAMPING: BONNELL 1934
 KD1067_MARK LOGO: CGS   
 KD1067_PROJECTION: FLUSH
 KD1067_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1067+STABILITY: SURFACE MOTION
 KD1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1067+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1991
 KD1067
 KD1067  HISTORY     - Date     Condition        Report By
 KD1067  HISTORY     - 1934     MONUMENTED       CGS
 KD1067  HISTORY     - 1948     GOOD             CGS
 KD1067  HISTORY     - 1949     GOOD             CGS
 KD1067  HISTORY     - 1967     GOOD             CGS
 KD1067  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1067  HISTORY     - 19910801 GOOD             MODNR
 KD1067
 KD1067                          STATION DESCRIPTION
 KD1067
 KD1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1067'STATION IS ABOUT 8 MILES SE OF MOBERLY, 4 MILES E OF RENICK,
 KD1067'5.2 MILES W OF S OF MIDDLEGROVE, IN A BARN LOT OWNED BY MR. W.E.
 KD1067'BONNELL WHO LIVES ABOUT 100 FEET NW OF THE STATION.  THE
 KD1067'STATION MARK IS NEAR THE SE CORNER OF THE BARN LOT, 30 FEET N
 KD1067'OF FENCE LINE, 45 FEET N OF DIRT ROAD, 24 FEET W OF FENCE LINE
 KD1067'AND 22 FEET E OF A LOCUST TREE, IT IS FLUSH WITH THE
 KD1067'GROUND.
 KD1067'
 KD1067'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KD1067'BRONZE DISKS SET IN CONCRETE.
 KD1067'
 KD1067'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1.5 FEET N OF
 KD1067'FENCE LINE, 18 FEET S OF THE CENTER LINE OF A DIRT ROAD AND
 KD1067'PROJECTS 12 INCHES.
 KD1067'
 KD1067'REFERENCE MARK NO. 2 IS SW OF THE STATION, 1.5 FEET N OF FENCE
 KD1067'LINE, 18 FEET S OF THE CENTER LINE OF A DIRT ROAD AND PROJECTS
 KD1067'10 INCHES.
 KD1067'
 KD1067'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KD1067'NO. 2, IS 127.09 FEET.
 KD1067'
 KD1067'AZIMUTH MARK IS NNE OF THE STATION, 0.25 MILE N OF T-INTERSECTION,
 KD1067'22 FEET W OF THE CENTER LINE OF ROAD, 1 FOOT W OF FENCE LINE
 KD1067'AND PROJECTS 12 INCHES.
 KD1067'
 KD1067'TO REACH FROM MOBERLY, GO S ON U.S. HIGHWAY 63 FOR ABOUT 5 MILES
 KD1067'TO RENICK, HERE GO E ON RANDOLPH COUNTY ROAD N FOR 1.8 MILES TO
 KD1067'SIDE ROAD S WHERE THE COUNTY ROAD CURVES TO THE N, TURN S ON
 KD1067'DIRT ROAD AND GO 0.5 MILE TO T-INTERSECTION, THENCE E 2.4 MILES
 KD1067'TO MR. BONNELLS HOUSE AND THE STATION ON THE N SIDE OF THE ROAD.
 KD1067'THE STATION IS ABOUT 1-1/4 MILES W OF THE RANDOLPH-AUDRAIN
 KD1067'COUNTY LINE.
 KD1067'
 KD1067'ALL LIGHTS CAME INTO VIEW AT 45 FEET.
 KD1067
 KD1067                          STATION RECOVERY (1948)
 KD1067
 KD1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1067'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1934 AND ALL
 KD1067'MARKS WERE FOUND IN GOOD CONDITION.  A DIFFERENCE WAS FOUND
 KD1067'IN THE DISTANCES TO THE REFERENCE MARKS, AND A DIFFERENCE
 KD1067'IN THE DIRECTIONS TO ALL MARKS.  A COMPLETE NEW DESCRIPTION
 KD1067'FOLLOWS.
 KD1067'
 KD1067'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF MOBERLY,
 KD1067'ABOUT 4 MILES EAST OF RENICK, ABOUT 5 MILES SOUTHWEST OF
 KD1067'MIDDLEGROVE, IN A BARNLOT OWNED BY MR. ORA RUTLEDGE.  IT IS
 KD1067'NEAR THE SOUTHEAST CORNER OF THE BARNLOT, 50 FEET NORTH OF THE
 KD1067'CENTERLINE OF A DIRT ROAD, 34 FEET WEST OF A FENCELINE, AND
 KD1067'22 FEET EAST OF A LOCUST TREE.  THE DISK IS STAMPED BONNELL 1934
 KD1067'AND IS SET FLUSH WITH THE GROUND.
 KD1067'
 KD1067'REFERENCE MARK NO. 1 IS 82.77 FEET SOUTHEAST OF THE STATION,
 KD1067'18 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 10 FEET NORTH
 KD1067'OF A FENCELINE.  THE DISK IS STAMPED BONNELL NO 1 1934 AND
 KD1067'PROJECTS 1 FOOT.
 KD1067'
 KD1067'REFERENCE MARK NO. 2 IS 105.17 FEET SOUTHWEST OF THE STATION,
 KD1067'18 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET NORTH
 KD1067'OF THE FENCELINE.  THE DISK IS STAMPED BONNELL NO 2 1934 AND
 KD1067'PROJECTS 10 INCHES.
 KD1067'
 KD1067'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION,
 KD1067'22 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, AND 1
 KD1067'FOOT WEST OF A FENCELINE.  THE DISK IS STAMPED BONNELL 1934 AND
 KD1067'PROJECTS 1 FOOT.
 KD1067'
 KD1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND
 KD1067'COUNTY ROUTE N IN RENICK, GO EAST ON ROUTE N FOR 5.0 MILES TO A
 KD1067'CROSS ROAD.  TURN RIGHT AND GO 0.75 MILE TO THE AZIMUTH MARK ON
 KD1067'THE RIGHT AS DESCRIBED.
 KD1067'
 KD1067'CONTINUE SOUTH FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 KD1067'AND GO 0.05 MILE TO MR. RUTLEDGES HOUSE ON THE RIGHT AND THE
 KD1067'STATION AS DESCRIBED.
 KD1067'
 KD1067'HEIGHT OF TOWER - 90 FEET.
 KD1067'
 KD1067'A 100 FOOT SIGNAL AT MIGBEE IS VISIBLE AT 64 FEET.
 KD1067'
 KD1067'A 74 FOOT SIGNAL AT BRADLEY IS VISIBLE AT 37 FEET.
 KD1067'
 KD1067'A 100 FOOT SIGNAL AT CAIRO IS VISIBLE AT 64 FEET.
 KD1067'
 KD1067'AN 87 FOOT SIGNAL AT HOLLIDAY 1934 IS VISIBLE AT 64 FEET.
 KD1067'
 KD1067'A 100 FOOT SIGNAL AT KIRKLAND 1934 IS VISIBLE AT 64 FEET.
 KD1067'
 KD1067'AN 87 FOOT SIGNAL AT MILTON IS VISIBLE AT 64 FEET.
 KD1067
 KD1067                          STATION RECOVERY (1949)
 KD1067
 KD1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1067'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 KD1067'CONDITION.  THE 1948 DESCRIPTION BY M.E.W. IS ADEQUATE, EXCEPT
 KD1067'THE 1949 DIRECTION TO THE AZIMUTH MARK DID NOT CHECK WITH
 KD1067'THE 1948, AND REFERENCE MARK NO. 2 WAS NOT CHECKED DUE TO LEG OF
 KD1067'TOWER BEING ON LINE.
 KD1067'
 KD1067'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KD1067
 KD1067                          STATION RECOVERY (1967)
 KD1067
 KD1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1067'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KD1067'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 KD1067'NOT RECOVERED AND WAS ASSUMED THE MARK WAS DESTROYED BY ROAD
 KD1067'CONSTRUCTION.  NO OBJECTS WERE VISIBLE AT STATION SITE SO A NEW
 KD1067'AZIMUTH MARK WAS NOT SET.
 KD1067'
 KD1067'STATION MARK IS 97 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 KD1067'OF A BARN, 50 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 31 FEET
 KD1067'NORTH OF A METAL WITNESS POST SET IN AN EAST-WEST FENCE, AND 15
 KD1067'FEET EAST OF AN EXTENDED LINE OF THE WEST SIDE OF THE BARN.
 KD1067'
 KD1067'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE CENTER OF THE ROAD.
 KD1067'
 KD1067'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE CENTER OF THE ROAD AND
 KD1067'13 FEET WEST OF A POWERLINE POLE WITH A TRANSFORMER.
 KD1067'
 KD1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND COUNTY
 KD1067'ROAD N WHICH IS 1 MILE EAST OF RENICK, GO EAST ON COUNTY ROAD N FOR
 KD1067'3.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD
 KD1067'P FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 KD1067'WEST ON A GRAVELED ROAD FOR 0.1 MILE TO A FARMYARD AND STATION ON
 KD1067'THE RIGHT.
 KD1067'
 KD1067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 KD1067'EAST OF RENICK.
 KD1067
 KD1067                          STATION RECOVERY (1990)
 KD1067
 KD1067'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1067'MARK NOT FOUND.
 KD1067
 KD1067                          STATION RECOVERY (1991)
 KD1067
 KD1067'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 KD1067'RECOVERED AS  DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9672 ***********************************************************************
 AD9672  SACS        -  This is a Secondary Airport Control Station.
 AD9672  DESIGNATION -  BOOKER TAXI A
 AD9672  PID         -  AD9672
 AD9672  STATE/COUNTY-  MO/ST LOUIS
 AD9672  USGS QUAD   -  WELDON SPRING (1994)
 AD9672
 AD9672                         *CURRENT SURVEY CONTROL
 AD9672  ___________________________________________________________________
 AD9672* NAD 83(1997)-  38 39 36.03699(N)    090 39 19.42684(W)     ADJUSTED  
 AD9672* NAVD 88     -       140.82   (meters)     462.0    (feet)  GPS OBS   
 AD9672  ___________________________________________________________________
 AD9672  X           -     -57,045.067 (meters)                     COMP
 AD9672  Y           -  -4,986,751.949 (meters)                     COMP
 AD9672  Z           -   3,962,983.360 (meters)                     COMP
 AD9672  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AD9672  ELLIP HEIGHT-         109.61  (meters)          (11/27/02) GPS OBS
 AD9672  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 AD9672
 AD9672  HORZ ORDER  -  FIRST
 AD9672  ELLP ORDER  -  FOURTH    CLASS I
 AD9672
 AD9672.This mark is at Spirit Of St Louis Airport (SUS)
 AD9672
 AD9672.The horizontal coordinates were established by GPS observations
 AD9672.and adjusted by the National Geodetic Survey in November 2002..
 AD9672
 AD9672.The orthometric height was determined by GPS observations and a
 AD9672.high-resolution geoid model.
 AD9672
 AD9672.GPS derived orthometric heights for airport stations designated as
 AD9672.PACS or SACS are published to 2 decimal places.  This maintains
 AD9672.centimeter relative accuracy between the PACS and SACS.  It does
 AD9672.not indicate centimeter accuracy relative to other marks which are
 AD9672.part of the NAVD 88 network.
 AD9672
 AD9672.Photographs are available for this station.
 AD9672
 AD9672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9672
 AD9672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9672
 AD9672.The ellipsoidal height was determined by GPS observations
 AD9672.and is referenced to NAD 83.
 AD9672
 AD9672.The geoid height was determined by GEOID03.
 AD9672
 AD9672;                    North         East     Units Scale Factor Converg.
 AD9672;SPC MO E     -   313,701.746   236,475.287   MT  0.99993559   -0 05 49.5
 AD9672;UTM  15      - 4,281,656.980   704,003.991   MT  1.00011252   +1 27 54.6
 AD9672
 AD9672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9672!SPC MO E     -   0.99998280  x   0.99993559  =   0.99991839
 AD9672!UTM  15      -   0.99998280  x   1.00011252  =   1.00009532
 AD9672
 AD9672                          SUPERSEDED SURVEY CONTROL
 AD9672
 AD9672  NAD 83(1997)-  38 39 36.03690(N)    090 39 19.42700(W) AD(       ) 1
 AD9672  ELLIP H (03/18/02)  109.60   (m)                       GP(       ) 4 1
 AD9672
 AD9672.Superseded values are not recommended for survey control.
 AD9672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9672.See file dsdata.txt to determine how the superseded data were derived.
 AD9672
 AD9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC0400481657(NAD 83)
 AD9672_MARKER: DD = SURVEY DISK
 AD9672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9672_STAMPING: BOOKER TAXI A+
 AD9672_MARK LOGO: NGS   
 AD9672_PROJECTION: FLUSH
 AD9672_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD9672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9672+STABILITY: SURFACE MOTION
 AD9672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9672+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2001
 AD9672
 AD9672  HISTORY     - Date     Condition        Report By
 AD9672  HISTORY     - 1994     MONUMENTED       NGS
 AD9672  HISTORY     - 20010420 GOOD             WOOLPT
 AD9672
 AD9672                          STATION DESCRIPTION
 AD9672
 AD9672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JDH)
 AD9672'THE STATION IS LOCATED IN THE WEST AREA OF THE AIRPORT, 155 FT (47.2
 AD9672'M) NORTH OF THE N EDGE OF TXWY A, 221.2 FT (67.4 M) NE OF THE TXWY A
 AD9672'AND B INTERSECTION, 142 FT (43.3 M) NW OF A SIGN 76.6 FT (23.3 M) E OF
 AD9672'A SIGN, 76.3 FT (23.3 M) NE OF A CONCRETE CULVERT, ATOP A SLIGHT RISE.
 AD9672'THE STATION IS A PRIVATE SURVEY DISK SET IN A CONCRETE MONUMENT.  THE
 AD9672'DISK IS STAMPED BOOKER TAXI A+.
 AD9672
 AD9672                          STATION RECOVERY (2001)
 AD9672
 AD9672'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 AD9672'THE STATION IS LOCATED APPROXIMATELY 18 MI WEST OF ST. LOUIS, 5 MI
 AD9672'NORTHWEST OF ELLISVILLE, 1.5 MI SOUTHEAST OF THE MISSOURI RIVER,
 AD9672'AND IS AT THE SPIRIT OF ST. LOUIS AIRPORT. OWNERSHIP-- SPIRIT OF ST.
 AD9672'LOUIS AIRPORT, AIRPORT MANAGER RICHARD HRABKO, OPERATIONS
 AD9672'MANAGER CHRIS BRAEMAR, PHONE NUMBER (314) 532-2222. CONTACT THE
 AD9672'OPERATIONS MANAGER AT LEAST SEVEN DAYS IN ADVANCE TO ARRANGE
 AD9672'FOR ACCESS TO THE STATION.
 AD9672' 
 AD9672'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 270 AND US
 AD9672'ROUTES 40 AND 61, PROCEED WEST 8.65 MI ALONG US ROUTES 40 AND 61 TO
 AD9672'THE CHESTERFIELD AIRPORT ROAD EXIT. PROCEED SOUTH 0.35 MI ALONG
 AD9672'THE HIGHWAY ACCESS ROAD TO THE JUNCTION OF CHESTERFIELD AIRPORT
 AD9672'ROAD. PROCEED SOUTH 0.40 MI ACROSS THE CHESTERFIELD AIRPORT ROAD
 AD9672'AND ALONG THE SPIRIT OF ST. LOUIS BLVD TO A PARKING LOT ON THE
 AD9672'RIGHT. TURN RIGHT AND PROCEED WEST 0.05 MI ACROSS THE PARKING
 AD9672'LOT AND THROUGH A GATE ONTO THE TARMAC. TURN LEFT AND PROCEED
 AD9672'SOUTHEAST 0.05 MI TO THE OPERATIONS BUILDING DIRECTLY AHEAD. TURN
 AD9672'RIGHT AND PROCEED SOUTHWEST 0.55 MI ALONG TAXIWAY A TO THE
 AD9672'JUNCTION OF TAXIWAYS B AND A9 AND THE STATION ON THE RIGHT.
 AD9672' 
 AD9672'THE STATION IS LOCATED  54.67 M ON AN AZIMUTH OF  348 DEGREES FROM
 AD9672'THE NORTH EDGE OF PAVEMENT OF TAXIWAY A, 46.30 M  ON AN AZIMUTH OF
 AD9672'173 DEGREES FROM THE SOUTHWEST CORNER OF THE CONCRETE RAMP
 AD9672'LEADING TO THE AERO CHARTER HANGAR, 45.50 M ON AN AZIMUTH OF 262
 AD9672'DEGREES FROM THE CENTERLINE OF TAXIWAY B AT THE CENTERLINE OF
 AD9672'THE HOLD LINE, 24.13 M ON AN AZIMUTH OF 85 DEGREES FROM THE EAST
 AD9672'CORNER OF THE SIGN FOR TAXIWAY B, AND 23.18 M ON AN AZIMUTH OF 29
 AD9672'DEGREES FROM THE CENTER OF A CONCRETE CULVERT. THE STATION IS A
 AD9672'BLANK DISK STAMPED-- BOOKER TAXI A+-- SET IN THE TOP OF A 0.3 M
 AD9672'DIAMETER ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AD9672'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AD9672'STATION.
 AD9672' 
 AD9672' 
 AD9672'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1125 ***********************************************************************
 HD1125  DESIGNATION -  BOOL
 HD1125  PID         -  HD1125
 HD1125  STATE/COUNTY-  MO/TEXAS
 HD1125  USGS QUAD   -  CABOOL NW (1985)
 HD1125
 HD1125                         *CURRENT SURVEY CONTROL
 HD1125  ___________________________________________________________________
 HD1125* NAD 83(1997)-  37 09 27.72394(N)    092 08 41.61136(W)     ADJUSTED  
 HD1125* NAVD 88     -       493.9    (meters)    1620.     (feet)  VERTCON   
 HD1125  ___________________________________________________________________
 HD1125  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 HD1125  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 HD1125
 HD1125  HORZ ORDER  -  FIRST
 HD1125
 HD1125.The horizontal coordinates were established by classical geodetic methods
 HD1125.and adjusted by the National Geodetic Survey in February 2000..
 HD1125
 HD1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1125
 HD1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1125
 HD1125.The geoid height was determined by GEOID03.
 HD1125
 HD1125;                    North         East     Units Scale Factor Converg.
 HD1125;SPC MO C     -   147,011.984   531,541.306   MT  0.99994558   +0 12 52.2
 HD1125;UTM  15      - 4,112,709.138   575,927.494   MT  0.99967102   +0 30 59.5
 HD1125
 HD1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1125!SPC MO C     -   0.99992712  x   0.99994558  =   0.99987270
 HD1125!UTM  15      -   0.99992712  x   0.99967102  =   0.99959816
 HD1125
 HD1125|---------------------------------------------------------------------|
 HD1125| PID    Reference Object                     Distance      Geod. Az  |
 HD1125|                                                           dddmmss.s |
 HD1125| CN6788 ELK RM 1                                           07503     |
 HD1125| HD1114 CABOOL MUN TANK                     APPROX. 5.0 KM 1333355.7 |
 HD1125| CN5745 BOOL RM 1                            17.779 METERS 19308     |
 HD1125| HD1126 CABOOL LOT                           16.001 METERS 21038     |
 HD1125| HD1134 MOUNTAIN GROVE MICROWAVE            APPROX.12.5 KM 2401305.7 |
 HD1125| HD1127 CABOOL MICROWAVE                     79.270 METERS 26213     |
 HD1125| CN5746 BOOL RM 2                            23.793 METERS 27812     |
 HD1125| HD1131 DOVE                                APPROX.14.3 KM 2980110.0 |
 HD1125|---------------------------------------------------------------------|
 HD1125
 HD1125                          SUPERSEDED SURVEY CONTROL
 HD1125
 HD1125  NAD 83(1986)-  37 09 27.73534(N)    092 08 41.60996(W) AD(       ) 1
 HD1125  NAD 27      -  37 09 27.54916(N)    092 08 41.03852(W) AD(       ) 1
 HD1125  NGVD 29 (07/19/86)  493.7    (m)         1620.     (f) VERT ANG       
 HD1125
 HD1125.Superseded values are not recommended for survey control.
 HD1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1125.See file dsdata.txt to determine how the superseded data were derived.
 HD1125
 HD1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7592712709(NAD 83)
 HD1125_MARKER: DS = TRIANGULATION STATION DISK
 HD1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1125
 HD1125  HISTORY     - Date     Condition        Report By
 HD1125  HISTORY     - 1978     MONUMENTED       NGS
 HD1125
 HD1125                          STATION DESCRIPTION
 HD1125
 HD1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1125'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF CABOOL, 2
 HD1125'MILES NORTH OF U.S. HIGHWAY 60 IN THE SOUTHEAST 1/4-SECTION
 HD1125'28, T 29 N, R 11 W, AT THE CABOOL LOOKOUT TOWER AND ON
 HD1125'PROPERTY OWNED BY THE STATE OF MISSOURI CONSERVATION
 HD1125'DEPARTMENT.  PERMISSION WAS OBTAINED FROM MR. CHARLEY SANTHUFF,
 HD1125'DISTRICT FORESTER, EMINENCE, MISSOURI (PHONE-226-3616).
 HD1125'
 HD1125'TO REACH THE STATION FROM THE JUNCTION OF U.S. BUSINESS HIGHWAY
 HD1125'60 AND STATE HIGHWAY 181 IN CABOOL, GO WEST ON HIGHWAY 60 FOR
 HD1125'1.85 MILES TO A SIDE ROAD RIGHT (COUNTY ROUTE M).  TURN RIGHT
 HD1125'AND GO NORTH ON COUNTY ROUTE M FOR 2.2 MILES TO A SIDE ROAD
 HD1125'LEFT AND A SIGN (CABOOL LOOKOUT TOWER).  TURN LEFT AND GO
 HD1125'SOUTHWEST ON A GRAVEL ROAD FOR 0.15 MILE TO THE LOOKOUT TOWER
 HD1125'AND THE STATION ON THE LEFT AS DESCRIBED.
 HD1125'
 HD1125'THE STATION MARKS ARE, STANDARD DISKS STAMPED---BOOL 1978---.
 HD1125'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HD1125'CONCRETE MONUMENT, FLUSH WITH THE GROUND SURFACE AND HAS A
 HD1125'METAL ROD EMBEDDED IN THE MONUMENT.  IT IS 35 FEET
 HD1125'NORTH-NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 25
 HD1125'FEET NORTHEAST OF A 16-INCH OAK TREE AND 11.8 FEET
 HD1125'WEST-SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 HD1125'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 26 INCHES
 HD1125'BELOW THE GROUND SURFACE.
 HD1125'
 HD1125'REFERENCE MARK 1, A STANDARD DISK STAMPED---BOOL NO 1 1978---,
 HD1125'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE
 HD1125'NORTHEAST LEG OF THE LOOKOUT TOWER.  IT IS 37 FEET SOUTH OF A
 HD1125'16-INCH OAK TREE AND 21 FEET WEST OF A UTILITY POLE.
 HD1125'
 HD1125'REFERENCE MARK 2, A STANDARD DISK STAMPED---BOOL NO 2 1978---,
 HD1125'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HD1125'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 58
 HD1125'FEET NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 51.7
 HD1125'FEET EAST OF A FENCE AND METAL GATE AND 10 FEET SOUTH OF THE
 HD1125'GRAVEL ROAD GOING BY LOOKOUT TOWER.
 HD1125'
 HD1125'NO SUITABLE LOCATION WAS FOUND FOR A REFERENCE MARK 3 OR AN
 HD1125'AZIMUTH MARK.
 HD1125'
 HD1125'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 17.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0044 ***********************************************************************
 JD0044  DESIGNATION -  BOONE
 JD0044  PID         -  JD0044
 JD0044  STATE/COUNTY-  MO/BOONE
 JD0044  USGS QUAD   -  COLUMBIA (1981)
 JD0044
 JD0044                         *CURRENT SURVEY CONTROL
 JD0044  ___________________________________________________________________
 JD0044* NAD 83(1997)-  38 58 06.78632(N)    092 21 42.90304(W)     ADJUSTED  
 JD0044* NAVD 88     -       236.21   (+/-2cm)     775.0    (feet)  VERTCON   
 JD0044  ___________________________________________________________________
 JD0044  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 JD0044  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD0044
 JD0044  HORZ ORDER  -  THIRD
 JD0044  VERT ORDER  -  THIRD ? (See Below)
 JD0044
 JD0044.The horizontal coordinates were established by classical geodetic methods
 JD0044.and adjusted by the National Geodetic Survey in February 2000..
 JD0044
 JD0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD0044.The vertical order pertains to the NGVD 29 superseded value.
 JD0044
 JD0044.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0044
 JD0044.The geoid height was determined by GEOID03.
 JD0044
 JD0044;                    North         East     Units Scale Factor Converg.
 JD0044;SPC MO C     -   347,948.862   511,966.087   MT  0.99993510   +0 05 12.6
 JD0044;UTM  15      - 4,313,480.326   555,277.373   MT  0.99963762   +0 24 04.7
 JD0044
 JD0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0044!SPC MO C     -   0.99996808  x   0.99993510  =   0.99990318
 JD0044!UTM  15      -   0.99996808  x   0.99963762  =   0.99960571
 JD0044
 JD0044:                Primary Azimuth Mark                     Grid Az
 JD0044:SPC MO C     -  COLUMBIA INDUST SITE EPPLE TK            058 35 17.4
 JD0044:UTM  15      -  COLUMBIA INDUST SITE EPPLE TK            058 16 25.3
 JD0044
 JD0044|---------------------------------------------------------------------|
 JD0044| PID    Reference Object                     Distance      Geod. Az  |
 JD0044|                                                           dddmmss.s |
 JD0044| KD1061 COLUMBIA INDUST SITE EPPLE TK       APPROX. 9.0 KM 0584030.0 |
 JD0044| JD2500 KANSAS CITY ST LOUIS AWY BN 11      166.764 METERS 11933     |
 JD0044| JD0045 BOONE RM 1                           10.400 METERS 13632     |
 JD0044| CN5747 BOONE RM 2                            7.239 METERS 25022     |
 JD0044| JD2511 BOONE AZ MK                         APPROX. 0.6 KM 2672041.2 |
 JD0044| JD2522 COLUMBIA RAD RNG MCEN OF 5          APPROX. 7.0 KM 2762931.7 |
 JD0044| JD0046 BOONE 2                             353.745 METERS 32125     |
 JD0044| JD0047 BOONE 2 RM 3                        346.015 METERS 32458     |
 JD0044|---------------------------------------------------------------------|
 JD0044
 JD0044                          SUPERSEDED SURVEY CONTROL
 JD0044
 JD0044  NAD 83(1986)-  38 58 06.79458(N)    092 21 42.90743(W) AD(       ) 3
 JD0044  NAD 27      -  38 58 06.66530(N)    092 21 42.24520(W) AD(       ) 3
 JD0044  NGVD 29 (07/19/86)  236.19   (m)          774.9    (f) LEVELING    3  
 JD0044
 JD0044.Superseded values are not recommended for survey control.
 JD0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0044.See file dsdata.txt to determine how the superseded data were derived.
 JD0044
 JD0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5527713480(NAD 83)
 JD0044_MARKER: DB = BENCH MARK DISK
 JD0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0044_STAMPING: BOONE 1949
 JD0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0044+STABILITY: SURFACE MOTION
 JD0044
 JD0044  HISTORY     - Date     Condition        Report By
 JD0044  HISTORY     - 1949     MONUMENTED       CGS
 JD0044  HISTORY     - 1964     GOOD             CGS
 JD0044  HISTORY     - 1965     GOOD             CGS
 JD0044  HISTORY     - 1968     GOOD             CGS
 JD0044  HISTORY     - 1973     SEE DESCRIPTION  NGS
 JD0044  HISTORY     - 1973     GOOD             NGS
 JD0044  HISTORY     - 1988     GOOD             USPSQD
 JD0044
 JD0044                          STATION DESCRIPTION
 JD0044
 JD0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD0044'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF COLUMBIA IN THE
 JD0044'SOUTHWEST 1/4 OF SEC. 2, T. 48 N., R. 13 W. ON THE COLUMBIA
 JD0044'MUNICIPAL AIRPORT WHICH IS MANAGED BY MR. R.P. SELFRIGE.  IT IS
 JD0044'ABOUT 370 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 JD0044'HANGAR AND 27 FEET SOUTH OF RUNWAY MARKER LIGHT.  THE
 JD0044'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISC
 JD0044'IS STAMPED BOONE 1949.
 JD0044'
 JD0044'REFERENCE MARK NO. 1 PROJECTS 1 INCH AND THE DISC IS STAMPED
 JD0044'BOONE NO. 1 1949.
 JD0044'
 JD0044'REFERENCE MARK NO. 2 IS FLUSH WITH THE SURFACE OF THE GROUND
 JD0044'AND THE DISC IS STAMPED BOONE NO. 2 1949.
 JD0044'
 JD0044'THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF A T-INTERSECTION
 JD0044'WHICH IS FORMED BY U.S. HIGHWAY 40 AND A DIRT ROAD LEADING
 JD0044'NORTH, 57 FEET EAST-NORTHEAST OF RESUME SPEED HIGHWAY SIGN,
 JD0044'40 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 40 AND 36 FEET
 JD0044'WEST OF THE CENTERLINE OF DIRT ROAD.  THE MARK IS FLUSH WITH
 JD0044'THE SURFACE OF THE GROUND AND THE DISC IS STAMPED BOONE 1949.
 JD0044'
 JD0044'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40
 JD0044'AND 63 IN THE NORTH EDGE OF COLUMBIA, GO WEST ON U.S. HIGHWAY
 JD0044'40 FOR 1.9 MILES TO THE AIRPORT ON THE RIGHT.  PASS THROUGH
 JD0044'CHAIN GATE AT THE SOUTHWEST CORNER OF THE HANGAR AND FOLLOW
 JD0044'TRACK ROAD WEST-NORTHWEST FOR 125 YARDS TO THE STATION ON THE
 JD0044'RIGHT.
 JD0044'
 JD0044'TO REACH THE AZIMUTH MARK FROM THE AIRPORT, GO WEST ON U.S.
 JD0044'HIGHWAY 40 FOR 0.4 MILE TO A DIRT T-ROAD RIGHT AND THE AZIMUTH
 JD0044'MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION AS DESCRIBED.
 JD0044'
 JD0044'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD0044
 JD0044                          STATION RECOVERY (1964)
 JD0044
 JD0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 JD0044'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JD0044'IN GOOD CONDITION, INCLUDING THE AZIMUTH MARK WHICH HAD BEEN
 JD0044'REPORTED DESTROYED.  THE 1949 DESCRIPTION BY M.E.W. IS ADEQUATE AND
 JD0044'THE MEASUREMENTS TO THE REFERENCE MARKS CHECKED.  THE STATION
 JD0044'BY MARK IS 105 FEET WEST-NORTHWEST OF THE WEST END OF A STORM
 JD0044'FENCE WHICH EXTENDS WEST FROM THE NORTHWEST CORNER OF HANGAR
 JD0044'USED AS THE ADMINISTRATION BUILDING AT THE AIRPORT, 5 FEET
 JD0044'SOUTH-SOUTHEAST OF AN IRON PIPE, AND 1 FOOT WEST OF A NEW
 JD0044'STEEL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND SURFACE
 JD0044'AND THE DISK IS STAMPED BOONE 1949.
 JD0044'
 JD0044'AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION, 40 FEET NORTH
 JD0044'OF THE CENTERLINE OF OLD U.S. HIGHWAY 40, 81 FEET SOUTH OF
 JD0044'A CONCRETE POLE LIGHT, 62 FEET WEST OF ANOTHER CONCRETE POLE LIGHT,
 JD0044'40 FEET WEST OF THE CENTER OF THE ENTRANCE TO A CITY PARK, 22
 JD0044'FEET NORTHEAST OF A WOOD POWER POLE, AND 1 FOOT EAST OF A
 JD0044'STEEL WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 JD0044'GROUND AND THE DISK IS STAMPED BOONE 1949.
 JD0044'
 JD0044'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD0044
 JD0044                          STATION RECOVERY (1965)
 JD0044
 JD0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WMR)
 JD0044'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 JD0044'AZIMUTH MARK COULD NOT BE FOUND.  INTERSTATE HIGHWAY 40 HAS
 JD0044'BEEN CONSTRUCTED ACROSS THE INTERSECTION WHERE THE AZIMUTH MARK
 JD0044'WAS LOCATED AND IT IS BELIEVED THE MARK WAS DESTROYED BY THE
 JD0044'HIGHWAY CONSTRUCTION.  THE PUBLISHED DESCRIPTION FOR THE
 JD0044'STATION AND REFERENCE MARKS IS GOOD.
 JD0044
 JD0044                          STATION RECOVERY (1968)
 JD0044
 JD0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JD0044'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JD0044'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 JD0044'IN GOOD CONDITION.  THE 1964 DESCRIPTION WAS ADEQUATE FOR
 JD0044'RECOVERY.
 JD0044'
 JD0044'NOTE--THE AZIMUTH MARK WAS NOT RECOVERED IN 1965 RECOVERY NOTE.
 JD0044'
 JD0044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD0044'ABOUT 2 MILES NORTHWEST OF COLUMBIA.
 JD0044
 JD0044                          STATION RECOVERY (1973)
 JD0044
 JD0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JD0044'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JD0044'RECOVERED AND FOUND IN GOOD CONDITION.  THE AIRPORT HAS BEEN CLOSED
 JD0044'DOWN AND THE CITY OF COLUMBIA OWNS THE PROPERTY AT THE STATION SITE
 JD0044'AND BY THEIR REQUEST THE STATION MARK AND THE REFERENCE MARKS HAD
 JD0044'TO BE MOVED AS THEY HAVE CONSTRUCTION PLANS FOR THE AREA.
 JD0044'STATION BOONE 2 AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED THIS
 JD0044'DATE BY USING AN ELECTRONIC DISTANCE MEASURING INSTRUMENT.  SEE
 JD0044'THE DESCRIPTION FOR STATION BOONE 2--
 JD0044'
 JD0044'LEVELS WERE RUN FROM BENCH MARK K 201 TO BOONE 1949, RM 1, RM 2,
 JD0044'BOONE 2 AND RM 3.
 JD0044'
 JD0044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 JD0044'NORTHWEST OF COLUMBIA.
 JD0044
 JD0044                          STATION RECOVERY (1973)
 JD0044
 JD0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JD0044'2 MI W FROM COLUMBIA.
 JD0044'TWO MILES WEST ALONG U.S. HWY 40 FROM THE COURTHOUSE AT COLUMBIA,
 JD0044'AT THE COLUMBIA MUNICIPAL AIRPORT, AT THE SOUTH EDGE OF THE
 JD0044'GOLF COURSE, 370 FT. WNW OF NW CORNER OF A HANGAR, 27 FT. SOUTH
 JD0044'OF A RUNWAY MARKER LIGHT, SET IN THE TOP OF A CONCRETE POST
 JD0044'FLUSH WITH THE GROUND STAMPED-- BOONE 1949.
 JD0044
 JD0044                          STATION RECOVERY (1988)
 JD0044
 JD0044'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 JD0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1472 ***********************************************************************
 JC1472  DESIGNATION -  BOONE
 JC1472  PID         -  JC1472
 JC1472  STATE/COUNTY-  MO/CRAWFORD
 JC1472  USGS QUAD   -  SULLIVAN (1980)
 JC1472
 JC1472                         *CURRENT SURVEY CONTROL
 JC1472  ___________________________________________________________________
 JC1472* NAD 83(1997)-  38 11 04.80825(N)    091 11 54.77714(W)     ADJUSTED  
 JC1472* NAVD 88     -       324.1    (meters)    1063.     (feet)  GPS OBS   
 JC1472  ___________________________________________________________________
 JC1472  X           -    -105,004.164 (meters)                     COMP
 JC1472  Y           -  -5,018,916.064 (meters)                     COMP
 JC1472  Z           -   3,921,757.748 (meters)                     COMP
 JC1472  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 JC1472  ELLIP HEIGHT-         293.69  (meters)          (02/17/00) GPS OBS
 JC1472  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JC1472
 JC1472  HORZ ORDER  -  FIRST
 JC1472  ELLP ORDER  -  FOURTH    CLASS I
 JC1472
 JC1472.The horizontal coordinates were established by GPS observations
 JC1472.and adjusted by the National Geodetic Survey in February 2000..
 JC1472
 JC1472.The orthometric height was determined by GPS observations and a
 JC1472.high-resolution geoid model.
 JC1472
 JC1472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1472
 JC1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1472
 JC1472.The ellipsoidal height was determined by GPS observations
 JC1472.and is referenced to NAD 83.
 JC1472
 JC1472.The geoid height was determined by GEOID03.
 JC1472
 JC1472;                    North         East     Units Scale Factor Converg.
 JC1472;SPC MO E     -   261,159.419   188,802.600   MT  0.99997944   -0 25 54.7
 JC1472;UTM  15      - 4,227,838.326   657,771.316   MT  0.99990657   +1 06 50.0
 JC1472
 JC1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1472!SPC MO E     -   0.99995392  x   0.99997944  =   0.99993336
 JC1472!UTM  15      -   0.99995392  x   0.99990657  =   0.99986049
 JC1472
 JC1472:                Primary Azimuth Mark                     Grid Az
 JC1472:SPC MO E     -  SULLIVAN UNION ELEC MICROWAVE            041 37 45.6
 JC1472:UTM  15      -  SULLIVAN UNION ELEC MICROWAVE            040 05 00.9
 JC1472
 JC1472|---------------------------------------------------------------------|
 JC1472| PID    Reference Object                     Distance      Geod. Az  |
 JC1472|                                                           dddmmss.s |
 JC1472| JC1473 SULLIVAN UNION ELEC MICROWAVE       APPROX. 6.1 KM 0411150.9 |
 JC1472| CN5748 BOONE AZ MK                                        0434743.3 |
 JC1472| JC1480 SULLIVAN ST ANTHONYS CATH CH        APPROX. 4.7 KM 0444514.3 |
 JC1472| JC1479 SULLIVAN RAMSEY CORP TANK           APPROX. 3.5 KM 0492518.5 |
 JC1472| JC1475 SULLIVAN INTL SHOE CO TANK          APPROX. 4.4 KM 0494257.9 |
 JC1472| JC1477 SULLIVAN FIRST BAPTIST CHURCH       APPROX. 4.4 KM 0521948.4 |
 JC1472| JC1481 SULLIVAN MUNICIPAL TANK             APPROX. 4.3 KM 0530233.9 |
 JC1472| CN5749 BOONE RM 1                           19.227 METERS 13447     |
 JC1472| CN5750 BOONE RM 2                           20.884 METERS 21942     |
 JC1472| JC1474 BOURBON CRAWFORD ELEC RAD MAST      APPROX. 2.5 KM 2253044.2 |
 JC1472| JC1482 BOONE AZ MK 2                       APPROX. 0.8 KM 2335545.9 |
 JC1472| JC1476 BOURBON MUNICIPAL TANK              APPROX. 5.1 KM 2344152.8 |
 JC1472|---------------------------------------------------------------------|
 JC1472
 JC1472                          SUPERSEDED SURVEY CONTROL
 JC1472
 JC1472  NAD 83(1997)-  38 11 04.81039(N)    091 11 54.77720(W) AD(       ) 1
 JC1472  NAD 83(1986)-  38 11 04.82241(N)    091 11 54.77709(W) AD(       ) 1
 JC1472  NAD 83(1986)-  38 11 04.81966(N)    091 11 54.77589(W) AD(       ) 3
 JC1472  NAD 27      -  38 11 04.64500(N)    091 11 54.26900(W) AD(       ) 3
 JC1472
 JC1472.Superseded values are not recommended for survey control.
 JC1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1472.See file dsdata.txt to determine how the superseded data were derived.
 JC1472
 JC1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5777127838(NAD 83)
 JC1472_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1472_STAMPING: BOONE 1956
 JC1472_MARK LOGO: CGS   
 JC1472_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1472+STABILITY: SURFACE MOTION
 JC1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1472+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1472
 JC1472  HISTORY     - Date     Condition        Report By
 JC1472  HISTORY     - 1956     MONUMENTED       CGS
 JC1472  HISTORY     - 1978     GOOD             NGS
 JC1472  HISTORY     - 19950119 GOOD             MODNR
 JC1472
 JC1472                          STATION DESCRIPTION
 JC1472
 JC1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1472'STATION IS LOCATED ABOUT 3.0 MILES NORTHEAST OF BOURBON, 3.0
 JC1472'MILES SOUTHWEST OF SULLIVAN ON THE TOP OF A SMALL HILL ON THE
 JC1472'SOUTHEAST SIDE OF U.S. HIGHWAY 30.
 JC1472'
 JC1472'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S. HIGHWAY
 JC1472'66 AND STATE HIGHWAY 114, AT THE NORTHWEST PART OF SULLIVAN, GO
 JC1472'SOUTHWEST, ON U.S. HIGHWAY 66, FOR 1.45 MILES TO AZIMUTH
 JC1472'MARK ON THE SOUTHWEST SIDE OF HIGHWAY.  CONTINUE 0.6 MILE TO
 JC1472'TOP OF GRADE AND STATION AT SOUTHEAST SIDE OF EAST BOUND LANE.
 JC1472'
 JC1472'STATION, STAMPED BOONE 1956, IS A STANDARD USC AND GS BRONZE
 JC1472'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 JC1472'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 6.9 FEET NORTH
 JC1472'OF A WHITE WITNESS POST, 11.0 FEET SOUTHEAST OF THE TOP OF
 JC1472'HIGHWAY CUT AND ABOUT 90 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JC1472'EAST BOUND HIGHWAY LANE.
 JC1472'
 JC1472'R.M. 1, STAMPED BOONE NO 1 1956, IS A STANDARD USC AND GS
 JC1472'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JC1472'THAT PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT
 JC1472'THE SAME ELEVATION AS THE STATION.  IT IS 10 FEET NORTHWEST OF
 JC1472'AN OAK TREE THAT IS ABOUT 1-1/2 FEET IN DIAMETER.
 JC1472'
 JC1472'R. M. 2, STAMPED BOONE NO 2 1956, IS A STANDARD USC AND GS
 JC1472'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JC1472'THAT PROJECTS ABOUT 4 INCHES.  IT IS ABOUT 22.0 FEET SOUTHEAST
 JC1472'OF THE EDGE OF HIGHWAY CUT AND ABOUT 2.0 FEET LOWER THAN THE
 JC1472'STATION.
 JC1472'
 JC1472'AZIMUTH MARK, STAMPED BOONE 1956, IS A STANDARD USC AND GS BRONZE
 JC1472'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 JC1472'PROJECTS ABOUT 1.0 INCH.  IT IS 94.0 FEET NORTHWEST OF THE
 JC1472'CENTERLINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 66.
 JC1472
 JC1472                          STATION RECOVERY (1978)
 JC1472
 JC1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JC1472'SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 JC1472'RECOVERED IN GOOD CONDITION.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 JC1472'FOUND AND IS PRESUMED DESTROYED BY THE CONSTRUCTION OF INTERSTATE
 JC1472'HIGHWAY 44.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE ANGLE BETWEEN
 JC1472'THE REFERENCE MARKS FAILED TO AGREE BY 2 MINUTES, 12 SECONDS
 JC1472'LARGER.  THE DISTANCE TO REFERENCE MARK 1 DIFFERED BY 0.008 METER
 JC1472'SHORTER AND TO REFERENCE MARK 2 BY 0.011 METER LONGER.  A NEW
 JC1472'DESCRIPTION FOLLOWS.
 JC1472'
 JC1472'STATION IS ABOUT 3 MILES NORTHEAST OF BOURBON, 3 MILES SOUTHWEST OF
 JC1472'SULLIVAN AND ON THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 44 WHERE STATE
 JC1472'ROAD FF CROSSES OVER THE INTERSTATE HIGHWAY.  THERE IS NO EXIT AT
 JC1472'THIS JUNCTION.
 JC1472'
 JC1472'TO REACH FROM THE JUNCTION OF STATE ROAD C AND INTERSTATE HIGHWAY 44
 JC1472'AT THE SOUTHWEST EDGE OF BOURBON, GO SOUTHEAST ON ROAD C FOR 0.15
 JC1472'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTHEAST ON OLD HIGHWAY 66
 JC1472'STREET, WHICH IS A FRONTAGE ROAD FOR THE INTERSTATE HIGHWAY, FOR 3.8
 JC1472'MILES TO THE JUNCTION OF STATE ROAD FF.  TURN LEFT AND GO NORTHWEST ON
 JC1472'ROAD FF FOR 0.1 MILE TO A BRIDGE OVER INTERSTATE HIGHWAY 44 AND THE
 JC1472'STATION ON THE RIGHT ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 JC1472'
 JC1472'TO REACH THE AZIMUTH MARK FROM THE STATION, CROSS THE BRIDGE OVER THE
 JC1472'INTERSTATE HIGHWAY, TURN LEFT AND GO SOUTHWEST ON A FRONTAGE ROAD FOR
 JC1472'0.5 MILE TO THE MARK ON THE RIGHT JUST AFTER CROSSING UNDER POWERLINES
 JC1472'LEADING FROM AN ELECTRIC SUB-STATION.
 JC1472'
 JC1472'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BOONE 1956---SET
 JC1472'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT
 JC1472'IS 164.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE OVER THE
 JC1472'INTERSTATE HIGHWAY, 43.0 FEET WEST OF AN OLD HEADSTONE OF A SMALL
 JC1472'CEMETERY, 6.6 FEET NORTH OF A WITNESS POST AND ON A BANK ABOUT 20
 JC1472'FEET HIGHER THAN THE INTERSTATE HIGHWAY.  UNDERGROUND MARK NOT
 JC1472'INSPECTED.
 JC1472'
 JC1472'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BOONE NO 1 1956---SET
 JC1472'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 JC1472'ABOVE THE GROUND.  IT IS IN DENSE WOODS 59.0 FEET SOUTH OF THE
 JC1472'WITNESS POST AT THE STATION.
 JC1472'
 JC1472'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BOONE NO 2 1956---SET
 JC1472'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 JC1472'INCHES.  IT IS 99.5 FEET EAST OF THE SOUTHEAST END OF THE BRIDGE, 97.0
 JC1472'FEET NORTHEAST OF A METAL GUARDRAIL, 5.5 FEET WEST OF THE SOUTHEAST
 JC1472'CORNER OF A 5 BY 5 FOOT CONCRETE SLAB AND AT THE TREE LINE.
 JC1472'
 JC1472'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BOONE 1956 1978---SET IN
 JC1472'THE TOP OF A 10-INCH ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT
 JC1472'IS 172 FEET SOUTHWEST OF THE SOUTHWEST ONE OF 2 POWERLINE POLES, 50.5
 JC1472'FEET NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 3.0 FEET
 JC1472'NORTHEAST OF A STATE HIGHWAY RIGHT-OF-WAY MARKER, 1.6 FEET SOUTHEAST
 JC1472'OF A FENCE AND 1.5 FEET SOUTHWEST OF A WITNESS POST.
 JC1472
 JC1472                          STATION RECOVERY (1995)
 JC1472
 JC1472'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1472'STATION IS A STANDARD CGS BRONZE DISK IN A 10 IN SQUARE CONCRETE
 JC1472'MONUMENT STAMPED BOONE 1956.  THE AZIMUTH MARK IS A STANDARD CGS
 JC1472'BRONZE DISK IN 10 IN ROUND CONCRETE MONUMENT STAMPED BOONE 1956 1978.
 JC1472'THE STATION IS ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF SULLIVAN, MO ON THE
 JC1472'SOUTHEAST R/W OF I-44 HWY.  IT IS 164.5 FT (50.1 M) NORTHEAST OF THE
 JC1472'SOUTHEAST CORNER OF THE ROUTE FF OVERPASS BRIDGE, 68.5 FT (20.9 M)
 JC1472'NORTHEAST OF RM 2, 40 FT (12.2 M) SOUTHWEST OF AN 18 IN OAK ON THE
 JC1472'NORTH EDGE OF A SMALL CEMETERY, 35 FT (10.7 M) WEST OF THE CENTER OF
 JC1472'THE CEMETERY, 63.1 FT (19.2 M) NORTHWEST OF RM 1 AND 2 FT (0.6 M)
 JC1472'NORTHWEST OF A CARSONITE WITNESS POST.  RM 1 IS ABOUT 10 FT (3.0 M)
 JC1472'INTO THE WOODS LINE AND RM 2 IS 5 FT (1.5 M) EAST OF A 5 X 5 CONCRETE
 JC1472'SLAB. THE AZIMUTH MARK IS ABOUT 0.45 MI (0.72 KM) SOUTHWEST ON THE
 JC1472'NORTHWEST SIDE OF THE NORTH OUTER ROAD.  IT IS 172 FT (52.4 M)
 JC1472'SOUTHWEST OF THE SOUTHWEST ONE OF TWO POWER LINE POLES, 50.5 FT (15.4
 JC1472'M) NORTHWEST OF THE CENTER LINE OF THE OUTER ROAD, 3 FT (0.9 M)
 JC1472'NORTHEAST OF A R/W MARKER AND 2 FT (0.6 M) SOUTHWEST OF A METAL
 JC1472'WITNESS POST. TO REACH THE STATION FROM THE CENTER OF I-44 EXIT 225 AT
 JC1472'SULLIVAN, MO GO NORTHWEST FOR 0.1 MI (0.2 KM) TO T-JUNCTION WITH NORTH
 JC1472'OUTER ROAD (MO HWY.  185) .  TURN LEFT AND GO SOUTHWEST ON 185 FOR
 JC1472'0.35 MI (0.56 KM) TO Y-JUNCTION WITH ROUTE WW.  VEER LEFT AND CONTINUE
 JC1472'TO FOLLOW OUTER ROAD AND ROUTE WW SOUTHWEST FOR 0.9 MI (1.4 KM) TO
 JC1472'POINT WHERE WW TURNS NORTHWEST AND LEAVES OUTER ROAD.  CONTINUE
 JC1472'SOUTHWEST ON OUTER ROAD FOR 1.2 MI (1.9 KM) TO AN OVERPASS OF I-44 AT
 JC1472'JUNCTION WITH ROUTE FF.  TURN LEFT AND GO SOUTHEAST ON FF FOR 0.1 MI
 JC1472'(0.2 KM) TO SOUTH END OF BRIDGE AND STATION ON THE LEFT (NE) SIDE OF
 JC1472'ROAD AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN
 JC1472'NORTHWEST ACROSS BRIDGE TO T-JUNCTION WITH NORTH OUTER ROAD, TURN LEFT
 JC1472'AND FOLLOW NORTH OUTER ROAD SOUTHWEST FOR 0.4 MI (0.6 KM) TO MARK ON
 JC1472'THE RIGHT AS DESCRIBED JUST BEYOND POWER LINE CROSSING. DATE OF REPORT
 JC1472'12-19-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1733 ***********************************************************************
 JC1733  DESIGNATION -  BOONE
 JC1733  PID         -  JC1733
 JC1733  STATE/COUNTY-  MO/ST CHARLES
 JC1733  USGS QUAD   -  WENTZVILLE (1982)
 JC1733
 JC1733                         *CURRENT SURVEY CONTROL
 JC1733  ___________________________________________________________________
 JC1733* NAD 83(1997)-  38 46 26.75664(N)    090 51 43.29954(W)     ADJUSTED  
 JC1733* NAVD 88     -       204.7    (meters)     672.     (feet)  VERTCON   
 JC1733  ___________________________________________________________________
 JC1733  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 JC1733  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JC1733
 JC1733  HORZ ORDER  -  SECOND
 JC1733
 JC1733.The horizontal coordinates were established by classical geodetic methods
 JC1733.and adjusted by the National Geodetic Survey in February 2000..
 JC1733
 JC1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1733
 JC1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1733
 JC1733.The geoid height was determined by GEOID03.
 JC1733
 JC1733;                    North         East     Units Scale Factor Converg.
 JC1733;SPC MO E     -   326,416.693   218,541.421   MT  0.99994552   -0 13 36.2
 JC1733;UTM  15      - 4,293,879.235   685,727.401   MT  1.00002479   +1 20 21.4
 JC1733
 JC1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1733!SPC MO E     -   0.99997284  x   0.99994552  =   0.99991836
 JC1733!UTM  15      -   0.99997284  x   1.00002479  =   0.99999763
 JC1733
 JC1733:                Primary Azimuth Mark                     Grid Az
 JC1733:SPC MO E     -  WENTZVILLE W MUN WATER TANK              009 17 13.2
 JC1733:UTM  15      -  WENTZVILLE W MUN WATER TANK              007 43 15.6
 JC1733
 JC1733|---------------------------------------------------------------------|
 JC1733| PID    Reference Object                     Distance      Geod. Az  |
 JC1733|                                                           dddmmss.s |
 JC1733| JC1734 WENTZVILLE W MUN WATER TANK         APPROX. 4.3 KM 0090337.0 |
 JC1733| JC1735 WENTZVILLE E MUNICIPAL TANK         APPROX. 4.5 KM 0164618.8 |
 JC1733| JC1719 WELDON SPRING ORD PLANT TANK        APPROX.14.3 KM 1260048.6 |
 JC1733| CI3050 BOONE RM 1                           27.219 METERS 18322     |
 JC1733| JC1731 NEW MELLE MUN WATER TANK            APPROX. 6.9 KM 1911319.2 |
 JC1733| CI3049 BOONE AZ MK                                        2700433.3 |
 JC1733| CI3051 BOONE RM 2                           30.959 METERS 31730     |
 JC1733|---------------------------------------------------------------------|
 JC1733
 JC1733                          SUPERSEDED SURVEY CONTROL
 JC1733
 JC1733  NAD 83(1997)-  38 46 26.75934(N)    090 51 43.30001(W) AD(       ) 2
 JC1733  NAD 83(1986)-  38 46 26.77337(N)    090 51 43.29593(W) AD(       ) 2
 JC1733  NAD 27      -  38 46 26.58502(N)    090 51 42.81486(W) AD(       ) 2
 JC1733  NGVD 29 (07/19/86)  204.7    (m)          672.     (f) VERT ANG       
 JC1733
 JC1733.Superseded values are not recommended for survey control.
 JC1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1733.See file dsdata.txt to determine how the superseded data were derived.
 JC1733
 JC1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8572793879(NAD 83)
 JC1733_MARKER: DD = SURVEY DISK
 JC1733_SETTING: 0 = UNSPECIFIED SETTING
 JC1733
 JC1733  HISTORY     - Date     Condition        Report By
 JC1733  HISTORY     - 1970     MONUMENTED       USGS
 JC1733  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 JC1733
 JC1733                          STATION DESCRIPTION
 JC1733
 JC1733'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1733'THE STATION IS LOCATED ABOUT 2.5 MI S. OF WENTZVILLE, NEAR THE
 JC1733'CENTER OF THE W. HALF OF SEC. 1, T. 46 N., R. 1 E., IN THE NE. ANGLE
 JC1733'OF THE INTERSECTION OF CO. HWYS. Z AND N., IN A SMALL PARK
 JC1733'CONTAINING A GRANITE MONUMENT, WHICH COMMEMORATES DANIEL BOONE.
 JC1733'
 JC1733'TO REACH THE STATION FROM THE POST OFFICE AT WENTZVILLE, DRIVE
 JC1733'W.-SW. FOR 0.1 MI ON N. MAIN STREET TO JCT. WITH CO. HWY. Z, TURN
 JC1733'LEFT AND DRIVE S. ON HWY. Z FOR 3.1 MI TO JCT. WITH CO. HWY. N
 JC1733'AND STATION AS DESCRIBED.
 JC1733'
 JC1733'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BOONE
 JC1733'1970 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 JC1733'IN GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION MARK
 JC1733'IS 6 IN. BELOW GROUND.  REFERENCE MARKS ARE FLUSH WITH GROUND.
 JC1733'
 JC1733'STATION MARK IS 35 FT N.-NW. OF THE GRANITE MONUMENT, 56 FT N. OF
 JC1733'CENTER OF HWY. N, 70 FT SE. OF CENTER OF HWY. Z, 61 FT NE. OF
 JC1733'CENTER OF A CURVED CONNECTING RD. BETWEEN THE TWO HWYS., 27 FT
 JC1733'W. OF THE STATE PROPERTY FENCE, 53 FT S.-SW. OF A DOUBLE ELM TREE
 JC1733'AND 24 FT S.-SW. OF A 6 IN. PERSIMMON TREE.
 JC1733'
 JC1733'REFERENCE MARK 1 IS 89.30 FT (27.219 M.) S.-SE. OF STATION, 32
 JC1733'FT S. OF CENTER OF HWY. N, 51 FT E.-SE. OF JCT. OF A DRIVE S. TO
 JC1733'A HOUSE, 13 FT E. OF A POWER LINE POLE, 4 FT W. OF A 4 IN. MAPLE
 JC1733'TREE AND 1 FT N. OF FENCE.
 JC1733'
 JC1733'REFERENCE MARK 2 IS 101.57 FT (30.959 M.) NW. OF STATION, 24 FT
 JC1733'NW. OF CENTER OF HWY. Z, 10 FT NE. OF CENTER OF 24 IN. OAK TREE
 JC1733'AND 1.4 FT NE. OF A METAL WITNESS POST.
 JC1733'
 JC1733'AZIMUTH MARK IS 0.2 MI W. ALONG HWY. N FROM STATION, 25 FT S. OF
 JC1733'CENTER OF HWY., 90 FT E.-SE. OF JCT. OF DRIVE N. TO HOUSE AND 1
 JC1733'FT E. OF A METAL WITNESS POST.
 JC1733'
 JC1733'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 175.58 FT (53.517 M.).
 JC1733
 JC1733                          STATION RECOVERY (1991)
 JC1733
 JC1733'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS)
 JC1733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0046 ***********************************************************************
 JD0046  CBN         -  This is a Cooperative Base Network Control Station.
 JD0046  DESIGNATION -  BOONE 2
 JD0046  PID         -  JD0046
 JD0046  STATE/COUNTY-  MO/BOONE
 JD0046  USGS QUAD   -  COLUMBIA (1981)
 JD0046
 JD0046                         *CURRENT SURVEY CONTROL
 JD0046  ___________________________________________________________________
 JD0046* NAD 83(1997)-  38 58 15.75373(N)    092 21 52.06686(W)     ADJUSTED  
 JD0046* NAVD 88     -       233.13   (meters)     764.9    (feet)  N HEIGHT  
 JD0046  ___________________________________________________________________
 JD0046  X           -    -204,856.660 (meters)                     COMP
 JD0046  Y           -  -4,961,277.955 (meters)                     COMP
 JD0046  Z           -   3,989,944.213 (meters)                     COMP
 JD0046  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 JD0046  ELLIP HEIGHT-         200.33  (meters)          (03/31/98) GPS OBS
 JD0046  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD0046  DYNAMIC HT  -         232.98  (meters)     764.4   (feet)  COMP
 JD0046  MODELED GRAV-     979,967.0   (mgal)                       NAVD 88
 JD0046
 JD0046  HORZ ORDER  -  B
 JD0046  VERT ORDER  -  THIRD
 JD0046  ELLP ORDER  -  THIRD     CLASS I
 JD0046
 JD0046.The horizontal coordinates were established by GPS observations
 JD0046.and adjusted by the National Geodetic Survey in March 1998..
 JD0046
 JD0046.The orthometric height was determined by differential leveling
 JD0046.and adjusted by the National Geodetic Survey in March 1998..
 JD0046.The height was determined by precise leveling from only one NSRS
 JD0046.bench mark.  This was not adequate "tie leveling" to NSRS and was
 JD0046.allowed ONLY to validate the GPS-derived height.
 JD0046
 JD0046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD0046
 JD0046.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0046
 JD0046.The ellipsoidal height was determined by GPS observations
 JD0046.and is referenced to NAD 83.
 JD0046
 JD0046.The geoid height was determined by GEOID03.
 JD0046
 JD0046.The dynamic height is computed by dividing the NAVD 88
 JD0046.geopotential number by the normal gravity value computed on the
 JD0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0046.degrees latitude (g = 980.6199 gals.).
 JD0046
 JD0046.The modeled gravity was interpolated from observed gravity values.
 JD0046
 JD0046;                    North         East     Units Scale Factor Converg.
 JD0046;SPC MO C     -   348,225.045   511,745.085   MT  0.99993503   +0 05 06.9
 JD0046;UTM  15      - 4,313,755.210   555,054.925   MT  0.99963732   +0 23 59.0
 JD0046
 JD0046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0046!SPC MO C     -   0.99996857  x   0.99993503  =   0.99990360
 JD0046!UTM  15      -   0.99996857  x   0.99963732  =   0.99960590
 JD0046
 JD0046:                Primary Azimuth Mark                     Grid Az
 JD0046:SPC MO C     -  COLUMBIA INDUST SITE EPPLE TK            060 48 52.2
 JD0046:UTM  15      -  COLUMBIA INDUST SITE EPPLE TK            060 30 00.1
 JD0046
 JD0046|---------------------------------------------------------------------|
 JD0046| PID    Reference Object                     Distance      Geod. Az  |
 JD0046|                                                           dddmmss.s |
 JD0046| KD1061 COLUMBIA INDUST SITE EPPLE TK       APPROX. 9.0 KM 0605359.1 |
 JD0046| JD0047 BOONE 2 RM 3                         22.972 METERS 07251     |
 JD0046| JD2797 BOONE 2 RM 5                         14.562 METERS 11139     |
 JD0046| JD0044 BOONE                               353.745 METERS 14125     |
 JD0046| JD2798 BOONE 2 RM 6                         16.084 METERS 20009     |
 JD0046| JD2511 BOONE AZ MK                         453.816 METERS 2281210.7 |
 JD0046| CN5751 BOONE 2 RM 4                         16.317 METERS 28721     |
 JD0046|---------------------------------------------------------------------|
 JD0046
 JD0046                          SUPERSEDED SURVEY CONTROL
 JD0046
 JD0046  NAD 83(1986)-  38 58 15.76197(N)    092 21 52.07123(W) AD(       ) 1
 JD0046  NAD 83(1986)-  38 58 15.76197(N)    092 21 52.07123(W) AD(       ) 2
 JD0046  NAD 27      -  38 58 15.63260(N)    092 21 51.40916(W) AD(       ) 2
 JD0046  NAVD 88 (02/22/06)  233.299  (m)          765.42   (f) UNKNOWN     3 0
 JD0046  NGVD 29 (02/22/06)  233.05   (m)          764.6    (f) RESET       3  
 JD0046
 JD0046.Superseded values are not recommended for survey control.
 JD0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0046.See file dsdata.txt to determine how the superseded data were derived.
 JD0046
 JD0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5505513755(NAD 83)
 JD0046_MARKER: DH = HORIZONTAL CONTROL DISK
 JD0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0046_SP_SET: CONCRETE POST
 JD0046_STAMPING: BOONE 2 1973
 JD0046_MARK LOGO: NGS   
 JD0046_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0046+STABILITY: SURFACE MOTION
 JD0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD0046+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 JD0046
 JD0046  HISTORY     - Date     Condition        Report By
 JD0046  HISTORY     - 1973     MONUMENTED       NGS
 JD0046  HISTORY     - 1973     GOOD             NGS
 JD0046  HISTORY     - 1979     GOOD             NGS
 JD0046  HISTORY     - 19920303 GOOD             MODNR
 JD0046  HISTORY     - 19970108 GOOD             NGS
 JD0046  HISTORY     - 19970211 GOOD             NGS
 JD0046
 JD0046                          STATION DESCRIPTION
 JD0046
 JD0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JD0046'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF COLUMBIA, AT THE
 JD0046'OLD COLUMBIA MUNICIPAL AIRPORT AND AT THE SOUTH EDGE OF THE GOLF
 JD0046'COURSE.
 JD0046'
 JD0046'TO REACH THE STATION FROM THE OVERPASS AT THE WEST BLVD EXCHANGE AND
 JD0046'INTERSTATE 70 AT THE NORTHWEST PART OF COLUMBIA, GO WEST ON BUS
 JD0046'LOOP 70 FOR 0.3 MILE TO SCHWABE LANE ON THE RIGHT.  CONTINUE
 JD0046'WEST ON BUS LOOP 70 FOR 0.15 MILE TO A PAVED DRIVEWAY TO PARK AND
 JD0046'RECREATION MAINTENANCE AREA AND BUILDING (OLD AIRPORT BUILDINGS).
 JD0046'TURN RIGHT, GO NORTH ON DRIVEWAY TO THE NORTHEAST CORNER OF THE
 JD0046'BUILDING.  THEN TURN LEFT AND GO NORTHWEST ACROSS OLD PAVED
 JD0046'RUNWAY STRIPS TOWARD COLUMBIA VOR AND GOLF COURSE FOR 0.35 MILE
 JD0046'TO THE STATION AS DESCRIBED.
 JD0046'
 JD0046'THE STATION MARKS ARE STANDARD DISKS STAMPED BOONE 2 1973.  THE
 JD0046'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 JD0046'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 313 FEET
 JD0046'SOUTHEAST OF THE SOUTHEAST CORNER OF THE VOR BUILDING, 294 FEET
 JD0046'WEST OF THE WEST EDGE OF THE OLD NORTH-SOUTH RUNWAY, 3 FEET EAST
 JD0046'OF A METAL WITNESS POST AND AT THE SOUTH EDGE OF GREEN NUMBER SIX
 JD0046'OF THE GOLF COURSE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 JD0046'MASS OF CONCRETE 36 INCHES BELOW THE GROUND.
 JD0046'
 JD0046'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BOONE 2 NO 3 1973,
 JD0046'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD THAT HAS A 10
 JD0046'INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE
 JD0046'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 336 FEET
 JD0046'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE VOR BUILDING, 222
 JD0046'FEET WEST OF THE WEST EDGE OF THE OLD NORTH-SOUTH RUNWAY AND 78
 JD0046'FEET NORTHEAST OF THE METAL WITNESS POST.
 JD0046'
 JD0046'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BOONE 2 NO 4 1973,
 JD0046'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH
 JD0046'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND
 JD0046'IS FLUSH WITH THE GROUND SURFACE.  IT IS 277.5 FEET SOUTHEAST OF
 JD0046'THE SOUTHEAST CORNER OF THE VOR BUILDING AND 50.5 FEET WEST OF
 JD0046'THE METAL WITNESS POST.
 JD0046'
 JD0046'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOONE 1949, SET IN
 JD0046'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 JD0046'THE GROUND SURFACE.  IT IS 40 FEET NORTH OF THE CENTER OF BUS LOOP
 JD0046'70, (OLD HIGHWAY 40), 22 FEET NORTHEAST OF A POWER POLE, 19 FEET
 JD0046'SOUTHEAST OF THE SOUTH ONE OF TWO LARGE POSTS SUPPORTING SIGN
 JD0046'COSMOPOLITAN PARK AND 1 FOOT EAST OF A METAL WITNESS POST.
 JD0046'
 JD0046'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY MENTIONED IN THE
 JD0046'ROUTE TO REACH THE STATION, GO WEST ON BUS LOOP 70 FOR 0.55
 JD0046'MILE TO THE AZIMUTH MARK AND A DRIVEWAY INTO THE PARK ON THE RIGHT.
 JD0046
 JD0046                          STATION RECOVERY (1973)
 JD0046
 JD0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JD0046'2 MI W FROM COLUMBIA.
 JD0046'2.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE COUNTY COURT
 JD0046'HOUSE AT COLUMBIA, AT THE COLUMBIA MUNICIPAL AIRPORT, AT SOUTH
 JD0046'EDGE OF GREEN NO. 6 OF THE GOLF COURSE, 313 FT S.E. OF S.E.
 JD0046'CORNER OF THE VOR BUILDING.  294 FT W OF W EDGE OF OLD N-S
 JD0046'RUNWAY.  75.35 FT N.E. OF BOONE 2 RM 3.  3 FT E. OF METAL WITNESS
 JD0046'POST.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 JD0046'STAMPED-- BOONE 2 1973.
 JD0046
 JD0046                          STATION RECOVERY (1979)
 JD0046
 JD0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JD0046'STATION MARKS AND AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY
 JD0046'DESCRIBED.  REFERENCE MARKS 3 AND 4 HAVE BEEN DESTROYED.  THE DISKS
 JD0046'WERE SALVAGED FROM BOTH MARKS.  REFERENCE MARKS 5 AND 6 WERE
 JD0046'ESTABLISHED.  LEVELS WERE ALSO RAN FROM THE STATION MARK TO THESE
 JD0046'MARKS.  CHECK ANGLES FROM THE PRATHERVILLE MUN TANK TO THE AZIMUTH
 JD0046'MARK AND THE MIDWAY WATER TANK WERE 4 SECONDS LARGER AND 0.0 SECOND
 JD0046'RESPECTIVELY.  THE PREVIOUS LOCATION AND THE ROUTING TO THE STATION
 JD0046'ARE ADEQUATE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JD0046'
 JD0046'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BOONE 2 1973---
 JD0046'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH.  IT
 JD0046'IS 313 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COLUMBIA VOR
 JD0046'BUILDING, 47.8 FEET NORTH OF A WITNESS POST AT RM 5, 3 FEET EAST OF
 JD0046'ANOTHER WITNESS POST AND IS AT THE SOUTH EDGE OF NUMBER 6 GREEN OF A
 JD0046'GOLF COURSE.
 JD0046'
 JD0046'REFERENCE MARK 5 IS A 36-INCH LONG PRE-CAST ALUMINUM MARKER, EMBEDDED
 JD0046'IN THE GROUND, AND STAMPED---BOONE 2 1973 NO 5 1979---THAT IS
 JD0046'FLUSH.  IT IS 47.8 FEET SOUTH OF THE WITNESS POST AT THE STATION AND
 JD0046'1.0 FOOT WEST OF A WITNESS POST.
 JD0046'
 JD0046'REFERENCE MARK 6 IS A 36-INCH LONG PRE-CAST ALUMINUM MARKER,
 JD0046'EMBEDDED IN THE GROUND, AND STAMPED---BOONE 2 1973 NO 6 1979---THAT
 JD0046'IS FLUSH.  IT IS 278 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JD0046'VOR BUILDING, 50.0 FEET WEST OF THE WITNESS POST AT THE STATION
 JD0046'AND 70.4 FEET NORTHWEST OF THE WITNESS POST AT RM 5.
 JD0046'
 JD0046'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BOONE 1949---SET IN
 JD0046'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 40
 JD0046'FEET NORTH OF THE CENTERLINE OF BUSINESS LOOP I70, 22 FEET
 JD0046'NORTHEAST OF A POWERLINE POLE, 19 FEET SOUTHEAST OF THE SOUTH ONE
 JD0046'OF TWO LARGE SIGN POSTS AND 1 FOOT EAST OF A WITNESS POST.
 JD0046
 JD0046                          STATION RECOVERY (1992)
 JD0046
 JD0046'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD0046'DATE OF REPORT 11-30-1992
 JD0046'STATION BOONE 2
 JD0046'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD0046'THE STATION IS A USC AND GS HORIZONTAL DISK STAMPED--BOONE 2 1973--SET
 JD0046'IN THE TOP OF A 12 IN. CONCRETE MONUMENT FLUSH WITH THE SURFACE. IT IS
 JD0046'LOCATED IN THE COLUMBIA COSMOPOLITAN RECREATION AREA ON THE SOUTH
 JD0046'SIDE OF GOLF GREEN 6.  IT IS 290 FT (88.4 M) WEST (ACROSS A SOCCER
 JD0046'FIELD) OF THE SOUTH LIGHT STANDARD OF THE FIRST PARKING AREA NORTH OF
 JD0046'THE TRAFFIC CIRCLE, 36.25 FT (11.05 M) W OF AN 11 INCH PINE, 46.5 FT
 JD0046'(14.2 M) NNW OF A 9 INCH PIN OAK AND 3.5 FT (1.1 M) NORTH OF A
 JD0046'CARSONITE WITNESS POST.
 JD0046'OLD AZIMUTH IS BLOCKED BY TREES AND NO NEW AZIMUTH WAS ESTABLISHED AT
 JD0046'THIS TIME.
 JD0046'STATION AND AZIMUTH MARK TO REACH
 JD0046'TO REACH THE STATION FROM THE CENTER OF I-70 EXIT 124 (MO. HWY. 740,
 JD0046'ROUTE E AND STADIUM BLVD.), GO NORTH ON ROUTE E FOR 0.15 MI
 JD0046'(0.24 KM) TO BUSINESS LOOP 70 WEST.  TURN RIGHT AND GO EAST ON
 JD0046'BUSINESS LOOP 70 WEST FOR 0.5 MI (0.8 KM) TO ENTRANCE TO COLUMBIA
 JD0046'COSMOPOLITAN RECREATION AREA PARK ENTRANCE ON THE LEFT (NORTH).  TURN
 JD0046'LEFT AND GO NORTH ON ENTRANCE DRIVE FOR 0.15 MI (0.24 KM) TO A
 JD0046'TRAFFIC CIRCLE. GO NORTH OUT OF CIRCLE FOR AN ADDITIONAL 0.15 MI
 JD0046'(0.24 KM) TO THE ENTRANCE TO THE FIRST PARKING LOT NORTH OF THE
 JD0046'CIRCLE.  TURN LEFT INTO PARKING LOT THEN SOUTH (LOT IS ONE-WAY
 JD0046'TRAFFIC) AND RETURN SOUTH FOR 0.05 MI (0.08 KM) TO THE SOUTHERN
 JD0046'STREET LIGHT ON THE WEST SIDE OF THE LOT.  PARK AND WALK 290 FT
 JD0046'(88.4 M) WEST (ACROSS SOCCER FIELD) TO SOUTH SIDE OF GOLF GREEN 6
 JD0046'AND STATION SITE AS DESCRIBED.
 JD0046
 JD0046                          STATION RECOVERY (1997)
 JD0046
 JD0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 JD0046'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF COLUMBIA, MO.  AT
 JD0046'THE COLUMBIA COSMOPOLITAN RECREATION AREA, IN THE GRASS AREA NEAR THE
 JD0046'SOUTH SIDE OF GOLF GREEN 6.  OWNERSHIP--CITY OF COLUMBIA.  NOTE--THIS
 JD0046'STATION IS A (FBN/CBN STATION) .  TO REACH THE STATION FROM THE
 JD0046'JUNCTION OF INTERSTATE HIGHWAY 70 (EXIT 124) AND STATE HIGHWAY 740,
 JD0046'ROUTE E AND STADIUM BOULEVARD, GO NORTH, 0.24 KM (0.15 MI) ALONG ROUTE
 JD0046'E TO BUSINESS LOOP 70 WEST.  TURN RIGHT, EAST, 0.8 KM (0.50 MI) ALONG
 JD0046'BUSINESS LOOP 70 TO THE COLUMBIA COSMOPOLITAN RECREATION AREA PARK
 JD0046'ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, 0.24 KM (0.15 MI) ALONG
 JD0046'ENTRANCE DRIVE TO A TRAFFIC CIRCLE.  CONTINUE NORTH, 0.24 KM (0.15 MI)
 JD0046'AROUND THE CIRCLE AND ALONG THE DRIVE TO THE ENTRANCE TO THE FIRST
 JD0046'PARKING LOT NORTH OF THE CIRCLE.  TURN LEFT INTO PARKING LOT, THEN
 JD0046'SOUTH, 0.8 KM (0.50 MI) TO A STREET LIGHT ON THE WEST SIDE OF THE LOT.
 JD0046'CONTINUE WEST, 0.88 KM (0.55 MI) ACROSS SOCCER FIELD TO THE SOUTH SIDE
 JD0046'OF GOLF GREEN 6 AND THE STATION NEAR THE SOUTH SIDE OF THE GREEN.
 JD0046'STATION IS 14.2 M (46.6 FT) NORTH-NORTHWEST OF A 9-INCH PIN OAK TREE,
 JD0046'11.5 M (37.7 FT) WEST OF AN 11-INCH PINE TREE, 7.9 M (25.9 FT)
 JD0046'SOUTHWEST OF A METAL WITNESS POST, 1.1 M (3.6 FT) NORTH OF A WITNESS
 JD0046'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 JD0046
 JD0046                          STATION RECOVERY (1997)
 JD0046
 JD0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JD0046'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF COLUMBIA, MO.  AT
 JD0046'THE COLUMBIA COSMOPOLITAN RECREATION AREA, IN THE GRASS AREA NEAR THE
 JD0046'SOUTH SIDE OF GOLF GREEN 6.  OWNERSHIP--CITY OF COLUMBIA.  TO REACH
 JD0046'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 (EXIT 124) AND
 JD0046'STATE HIGHWAY 740, ROUTE E AND STADIUM BOULEVARD, GO NORTH, 0.24 KM
 JD0046'(0.15 MI) ALONG ROUTE E TO BUSINESS LOOP 70 WEST.  TURN RIGHT, EAST,
 JD0046'0.8 KM (0.50 MI) ALONG BUSINESS LOOP 70 TO THE COLUMBIA COSMOPOLITAN
 JD0046'RECREATION AREA PARK ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, 0.24 KM
 JD0046'(0.15 MI) ALONG ENTRANCE DRIVE TO A TRAFFIC CIRCLE.  CONTINUE NORTH,
 JD0046'0.24 KM (0.15 MI) AROUND THE CIRCLE AND ALONG THE DRIVE TO THE
 JD0046'ENTRANCE TO THE FIRST PARKING LOT NORTH OF THE CIRCLE.  TURN LEFT INTO
 JD0046'PARKING LOT, THEN SOUTH, 0.8 KM (0.50 MI) TO A STREET LIGHT ON THE
 JD0046'WEST SIDE OF THE LOT.  CONTINUE WEST, 0.88 KM (0.55 MI) ACROSS SOCCER
 JD0046'FIELD TO THE SOUTH SIDE OF GOLF GREEN 6 AND THE STATION NEAR THE SOUTH
 JD0046'SIDE OF THE GREEN.  STATION IS 14.2 M (46.6 FT) NORTH-NORTHWEST OF A
 JD0046'9-INCH PIN OAK TREE, 11.5 M (37.7 FT) WEST OF AN 11-INCH PINE TREE,
 JD0046'7.9 M (25.9 FT) SOUTHWEST OF A METAL WITNESS POST, 1.1 M (3.6 FT)
 JD0046'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 JD0046'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0047 ***********************************************************************
 JD0047  DESIGNATION -  BOONE 2 RM 3
 JD0047  PID         -  JD0047
 JD0047  STATE/COUNTY-  MO/BOONE
 JD0047  USGS QUAD   -  COLUMBIA (1981)
 JD0047
 JD0047                         *CURRENT SURVEY CONTROL
 JD0047  ___________________________________________________________________
 JD0047* NAD 83(1997)-  38 58 15.     (N)    092 21 51.     (W)     SCALED    
 JD0047* NAVD 88     -       233.13   (meters)     764.9    (feet)  RESET     
 JD0047  ___________________________________________________________________
 JD0047  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD0047
 JD0047  VERT ORDER  -  THIRD
 JD0047
 JD0047.The horizontal coordinates were scaled from a topographic map and have
 JD0047.an estimated accuracy of +/- 6 seconds.
 JD0047
 JD0047.The orthometric height was computed from unverified reset data.
 JD0047
 JD0047.The geoid height was determined by GEOID03.
 JD0047
 JD0047;                    North         East    Units  Estimated Accuracy
 JD0047;SPC MO C     -   348,200.      511,770.      MT  (+/- 180 meters Scaled)
 JD0047
 JD0047                          SUPERSEDED SURVEY CONTROL
 JD0047
 JD0047  NGVD 29 (07/19/86)  232.88   (m)          764.0    (f) LEVELING    3  
 JD0047
 JD0047.Superseded values are not recommended for survey control.
 JD0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0047.See file dsdata.txt to determine how the superseded data were derived.
 JD0047
 JD0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD550137(NAD 83)
 JD0047_MARKER: DB = BENCH MARK DISK
 JD0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0047_STAMPING: BOONE 2 NO 3 1973
 JD0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0047+STABILITY: SURFACE MOTION
 JD0047
 JD0047  HISTORY     - Date     Condition        Report By
 JD0047  HISTORY     - 1973     MONUMENTED       NGS
 JD0047
 JD0047                          STATION DESCRIPTION
 JD0047
 JD0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JD0047'2 MI W FROM COLUMBIA.
 JD0047'2.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE COUNTY COURT
 JD0047'HOUSE AT COLUMBIA, AT THE COLUMBIA MUNICIPAL AIRPORT, 336 FT
 JD0047'ESE OF S.E. CORNER OF VOR BUILDING.  222 FT W. OF W. EDGE OF
 JD0047'OLD N-S RUNWAY, 78 FT NE OF THE WITNESS POST, 75.35 FT S.W.
 JD0047'OF BOONE 2 SET ON TOP OF 5/8 IN COPPER COATED ROD ON 10 IN
 JD0047'STEELBASE, FLUSH WITH THE GROUND AND INCASED IN 4 PLASTIC
 JD0047'PIPES, FLUSH WITH THE GROUND STAMPED BOONE 2 NO. 3 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2511 ***********************************************************************
 JD2511  DESIGNATION -  BOONE AZ MK
 JD2511  PID         -  JD2511
 JD2511  STATE/COUNTY-  MO/BOONE
 JD2511  USGS QUAD   -  COLUMBIA (1981)
 JD2511
 JD2511                         *CURRENT SURVEY CONTROL
 JD2511  ___________________________________________________________________
 JD2511* NAD 83(1997)-  38 58 05.94512(N)    092 22 06.12061(W)     ADJUSTED  
 JD2511* NAVD 88     -       229.7    (meters)     754.     (feet)  VERTCON   
 JD2511  ___________________________________________________________________
 JD2511  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 JD2511  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD2511
 JD2511  HORZ ORDER  -  THIRD
 JD2511
 JD2511.The horizontal coordinates were established by classical geodetic methods
 JD2511.and adjusted by the National Geodetic Survey in February 2000..
 JD2511.No horizontal observational check was made to the station.
 JD2511
 JD2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2511
 JD2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2511
 JD2511.The geoid height was determined by GEOID03.
 JD2511
 JD2511;                    North         East     Units Scale Factor Converg.
 JD2511;SPC MO C     -   347,922.096   511,407.233   MT  0.99993494   +0 04 58.0
 JD2511;UTM  15      - 4,313,450.502   554,718.840   MT  0.99963687   +0 23 50.1
 JD2511
 JD2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2511!SPC MO C     -   0.99996910  x   0.99993494  =   0.99990404
 JD2511!UTM  15      -   0.99996910  x   0.99963687  =   0.99960598
 JD2511
 JD2511:                Primary Azimuth Mark                     Grid Az
 JD2511:SPC MO C     -  BOONE 2                                  048 07 03.9
 JD2511:UTM  15      -  BOONE 2                                  047 48 11.8
 JD2511
 JD2511|---------------------------------------------------------------------|
 JD2511| PID    Reference Object                     Distance      Geod. Az  |
 JD2511|                                                           dddmmss.s |
 JD2511| JD0046 BOONE 2                             453.816 METERS 0481201.9 |
 JD2511| JD0047 BOONE 2 RM 3                        474.793 METERS 0492122.9 |
 JD2511| JD0044 BOONE                               APPROX. 0.6 KM 0872026.6 |
 JD2511|---------------------------------------------------------------------|
 JD2511
 JD2511                          SUPERSEDED SURVEY CONTROL
 JD2511
 JD2511  NAD 83(1986)-  38 58 05.95337(N)    092 22 06.12499(W) AD(       ) 3
 JD2511  NAD 27      -  38 58 05.82346(N)    092 22 05.46203(W) AD(       ) 3
 JD2511  NGVD 29 (07/19/86)  229.7    (m)          754.     (f) VERT ANG       
 JD2511
 JD2511.Superseded values are not recommended for survey control.
 JD2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2511.See file dsdata.txt to determine how the superseded data were derived.
 JD2511
 JD2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5471913451(NAD 83)
 JD2511_MARKER: DZ = AZIMUTH MARK DISK
 JD2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2511+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 JD2511
 JD2511  HISTORY     - Date     Condition        Report By
 JD2511  HISTORY     - 1973     MONUMENTED       NGS
 JD2511  HISTORY     - 20020904 GOOD             INDIV
 JD2511
 JD2511                          STATION DESCRIPTION
 JD2511
 JD2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JD2511'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF COLUMBIA, AT THE
 JD2511'OLD COLUMBIA MUNICIPAL AIRPORT AND AT THE SOUTH EDGE OF THE
 JD2511'GOLF COURSE.
 JD2511'
 JD2511'TO REACH MARK BOONE 2 FROM THE OVERPASS AT THE WEST BLVD EXCHANGE
 JD2511'AND INTERSTATE 70 AT THE NORTHWEST PART OF COLUMBIA, GO WEST ON
 JD2511'BUS LOOP 70 FOR 0.3 MILE TO SCHWABE LANE ON THE RIGHT.
 JD2511'CONTINUE WEST ON BUS LOOP 70 FOR 0.15 MILE TO A PAVED DRIVEWAY TO
 JD2511'PARK AND RECREATION MAINTENANCE AREA AND BUILDING (OLD AIRPORT
 JD2511'BUILDINGS).  TURN RIGHT, GO NORTH ON DRIVEWAY TO THE NORTHEAST
 JD2511'CORNER OF THE BUILDING.  THEN TURN LEFT AND GO NORTHWEST ACROSS
 JD2511'OLD PAVED RUNWAY STRIPS TOWARD COLUMBIA VOR AND GOLF COURSE FOR
 JD2511'0.35 MILE TO THE STATION AS DESCRIBED.
 JD2511'
 JD2511'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOONE 1949, SET IN THE
 JD2511'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JD2511'GROUND SURFACE.  IT IS 40 FEET NORTH OF THE CENTER OF BUS LOOP
 JD2511'70, (OLD HIGHWAY 40), 22 FEET NORTHEAST OF A POWER POLE, 19
 JD2511'FEET SOUTHEAST OF THE SOUTH ONE OF TWO LARGE POSTS SUPPORTING
 JD2511'SIGN COSMOPOLITAN PARK AND 1 FOOT EAST OF A METAL WITNESS POST.
 JD2511'
 JD2511'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY MENTIONED IN THE
 JD2511'ROUTE TO REACH THE STATION, GO WEST ON BUS LOOP 70 FOR 0.55 MILE
 JD2511'TO THE AZIMUTH MARK AND A DRIVEWAY INTO THE PARK ON THE RIGHT.
 JD2511
 JD2511                          STATION RECOVERY (2002)
 JD2511
 JD2511'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MAS)
 JD2511'RECOVERED IN GOOD CONDITION. DESCRIBED SIGN HAS BEEN MOVED FURTHER
 JD2511'EAST ALONG THE ROAD, OTHERWISE THE DESCRIPTION IS ADEQUATE FOR
 JD2511'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1443 ***********************************************************************
 JC1443  DESIGNATION -  BOONE LOT
 JC1443  PID         -  JC1443
 JC1443  STATE/COUNTY-  MO/WARREN
 JC1443  USGS QUAD   -  PINNACLE LAKE (1973)
 JC1443
 JC1443                         *CURRENT SURVEY CONTROL
 JC1443  ___________________________________________________________________
 JC1443* NAD 83(1997)-  38 46 43.94452(N)    091 23 33.54384(W)     ADJUSTED  
 JC1443* NAVD 88     -                                                        
 JC1443  ___________________________________________________________________
 JC1443  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 JC1443  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JC1443
 JC1443  HORZ ORDER  -  THIRD
 JC1443
 JC1443.The horizontal coordinates were established by classical geodetic methods
 JC1443.and adjusted by the National Geodetic Survey in February 2000..
 JC1443
 JC1443
 JC1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1443
 JC1443.The geoid height was determined by GEOID03.
 JC1443
 JC1443;                    North         East     Units Scale Factor Converg.
 JC1443;SPC MO E     -   327,262.868   172,437.226   MT  1.00000739   -0 33 32.8
 JC1443;UTM  15      - 4,293,465.164   639,619.332   MT  0.99984005   +1 00 24.7
 JC1443
 JC1443                          SUPERSEDED SURVEY CONTROL
 JC1443
 JC1443  NAD 83(1997)-  38 46 43.95152(N)    091 23 33.54407(W) AD(       ) 4
 JC1443  NAD 83(1986)-  38 46 43.96629(N)    091 23 33.54526(W) AD(       ) 4
 JC1443  NAD 27      -  38 46 43.80127(N)    091 23 32.95758(W) AD(       ) 3
 JC1443
 JC1443.Superseded values are not recommended for survey control.
 JC1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1443.See file dsdata.txt to determine how the superseded data were derived.
 JC1443
 JC1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC3961993465(NAD 83)
 JC1443_MARKER: 57 = LOOKOUT TOWER
 JC1443
 JC1443  HISTORY     - Date     Condition        Report By
 JC1443  HISTORY     - 1970     FIRST OBSERVED   USGS
 JC1443
 JC1443                          STATION DESCRIPTION
 JC1443
 JC1443'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1443'THE STATION IS THE FINIAL AT TOP CENTER OF THE ROOF OF THE FOREST
 JC1443'LOOKOUT TOWER LOCATED IN THE DANIEL BOONE MEMORIAL FOREST.  THE
 JC1443'TOWER IS OF STEEL CONSTRUCTION, ABOUT 125 FT HIGH, WITH OBSERVATION
 JC1443'CAB ON TOP AND WITH STEEL WALKWAY AROUND THE BASE OF THE CAB.  THE
 JC1443'TOWER IS LOCATED ABOUT IN THE CENTER OF THE W. HALF OF SEC. 5, T.
 JC1443'46 N, R. 4 W., ABOUT 50 FT NW. OF THE CENTER OF THE GRAVEL RD.
 JC1443'THROUGH THE FOREST AND 30 FT W. OF THE DANIEL BOONE MEMORIAL
 JC1443'PLAQUE.
 JC1443'
 JC1443'THE STATION WAS INTERSECTED FROM ET STATIONS SPRING, HERMANN, AND
 JC1443'CANTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1094 ***********************************************************************
 KD1094  DESIGNATION -  BOONESBORO
 KD1094  PID         -  KD1094
 KD1094  STATE/COUNTY-  MO/HOWARD
 KD1094  USGS QUAD   -  FRANKLIN (1971)
 KD1094
 KD1094                         *CURRENT SURVEY CONTROL
 KD1094  ___________________________________________________________________
 KD1094* NAD 83(1997)-  39 04 56.68078(N)    092 50 37.50763(W)     ADJUSTED  
 KD1094* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 KD1094  ___________________________________________________________________
 KD1094  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 KD1094  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1094
 KD1094  HORZ ORDER  -  SECOND
 KD1094
 KD1094.The horizontal coordinates were established by classical geodetic methods
 KD1094.and adjusted by the National Geodetic Survey in February 2000..
 KD1094
 KD1094.The orthometric height was scaled from a topographic map.
 KD1094
 KD1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1094
 KD1094.The geoid height was determined by GEOID03.
 KD1094
 KD1094;                    North         East     Units Scale Factor Converg.
 KD1094;SPC MO C     -   360,635.429   470,258.510   MT  0.99994422   -0 13 00.2
 KD1094;UTM  15      - 4,325,933.538   513,514.072   MT  0.99960225   +0 05 54.6
 KD1094
 KD1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1094!SPC MO C     -   0.99996448  x   0.99994422  =   0.99990871
 KD1094!UTM  15      -   0.99996448  x   0.99960225  =   0.99956675
 KD1094
 KD1094|---------------------------------------------------------------------|
 KD1094| PID    Reference Object                     Distance      Geod. Az  |
 KD1094|                                                           dddmmss.s |
 KD1094| CL8917 BOONESBORO RM 1                      21.412 METERS 18427     |
 KD1094| CL8918 BOONESBORO RM 2                      29.224 METERS 33309     |
 KD1094| CL8916 BOONESBORO AZ MK                                   3523302.3 |
 KD1094|---------------------------------------------------------------------|
 KD1094
 KD1094                          SUPERSEDED SURVEY CONTROL
 KD1094
 KD1094  NAD 83(1986)-  39 04 56.68825(N)    092 50 37.51118(W) AD(       ) 2
 KD1094  NAD 27      -  39 04 56.59304(N)    092 50 36.83824(W) AD(       ) 2
 KD1094
 KD1094.Superseded values are not recommended for survey control.
 KD1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1094.See file dsdata.txt to determine how the superseded data were derived.
 KD1094
 KD1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD1351425934(NAD 83)
 KD1094_MARKER: DS = TRIANGULATION STATION DISK
 KD1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1094
 KD1094  HISTORY     - Date     Condition        Report By
 KD1094  HISTORY     - 1949     MONUMENTED       CGS
 KD1094  HISTORY     - 1967     GOOD             CGS
 KD1094
 KD1094                          STATION DESCRIPTION
 KD1094
 KD1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1094'STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF BOONESBORO
 KD1094'ON PROPERTY OF THE STATE HIGHWAY DEPARTMENT.  STATION IS
 KD1094'64 FEET NORTH OF THE NORTHEAST CORNER OF STATE HIGHWAY
 KD1094'DEPARTMENT GARAGE, 43 FEET NORTH OF THE APPROXIMATE CENTERLINE
 KD1094'OF DRIVEWAY, 40 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 KD1094'STATE HIGHWAY 87, 36 FEET SOUTH SOUTHWEST OF FENCECORNER,
 KD1094'30 FEET NORTH NORTHWEST OF POWER POLE AND 2 FEET SOUTHEAST
 KD1094'OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 KD1094'DISK IS STAMPED BOONESBORO 1949.
 KD1094'
 KD1094'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF THE APPROXIMATE
 KD1094'CENTERLINE OF DRIVEWAY AND 1.5 FEET NORTH OF THE NORTHWEST
 KD1094'CORNER OF THE STATE HIGHWAY DEPARTMENT GARAGE.  THE MARK
 KD1094'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BOONESBORO
 KD1094'NO 1 1949.
 KD1094'
 KD1094'REFERENCE MARK NO. 2 IS 31 FEET WEST OF THE APPROXIMATE
 KD1094'CENTERLINE OF HIGHWAY AND 1 FOOT WEST OF FENCE.  THE MARK
 KD1094'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BOONESBORO
 KD1094'NO 2 1949.
 KD1094'
 KD1094'AZIMUTH MARK IS 93 FEET EAST OF THE APPROXIMATE CENTERLINE
 KD1094'OF HIGHWAY AND 5 FEET WEST OF THE SOUTHWEST CORNER OF A
 KD1094'GARAGE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 KD1094'STAMPED BOONESBORO 1949.
 KD1094'
 KD1094'TO REACH FROM THE POST OFFICE IN BOONESBORO GO NORTHERLY
 KD1094'ON STATE HIGHWAY 87 FOR 0.45 MILE TO STATION ON LEFT OR
 KD1094'WEST SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE NORTH FOR 0.3
 KD1094'MILE TO HOUSE ON TOP OF GRADE AND AZIMUTH MARK ON RIGHT
 KD1094'OR EAST SIDE OF HIGHWAY AS DESCRIBED.
 KD1094'
 KD1094'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD1094
 KD1094                          STATION RECOVERY (1967)
 KD1094
 KD1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 KD1094'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KD1094'CONDITION.  A METAL WITNESS POST WAS SET 5 FEET EAST OF THE STATION
 KD1094'MARK.  R.M. NO. 1 RECOVERED AS DESCRIBED.  R.M. NO. 2 IS 6 FEET
 KD1094'EAST OF THE RIGHT OF WAY FENCE.  THE AZIMUTH MARK RECOVERED AS
 KD1094'DESCRIBED.
 KD1094'
 KD1094'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 KD1094'RECOVERY.
 KD1094'
 KD1094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE NORTHWEST
 KD1094'OF BOONESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2637 ***********************************************************************
 JD2637  DESIGNATION -  BOONVILLE
 JD2637  PID         -  JD2637
 JD2637  STATE/COUNTY-  MO/COOPER
 JD2637  USGS QUAD   -  BILLINGSVILLE (1978)
 JD2637
 JD2637                         *CURRENT SURVEY CONTROL
 JD2637  ___________________________________________________________________
 JD2637* NAD 83(1997)-  38 58 25.11552(N)    092 45 36.67788(W)     ADJUSTED  
 JD2637* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 JD2637  ___________________________________________________________________
 JD2637  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 JD2637  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD2637
 JD2637  HORZ ORDER  -  SECOND
 JD2637
 JD2637.The horizontal coordinates were established by classical geodetic methods
 JD2637.and adjusted by the National Geodetic Survey in February 2000..
 JD2637
 JD2637.The orthometric height was scaled from a topographic map.
 JD2637
 JD2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2637
 JD2637.The geoid height was determined by GEOID03.
 JD2637
 JD2637;                    North         East     Units Scale Factor Converg.
 JD2637;SPC MO C     -   348,537.181   477,453.950   MT  0.99993959   -0 09 49.1
 JD2637;UTM  15      - 4,313,879.091   520,773.430   MT  0.99960531   +0 09 03.0
 JD2637
 JD2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2637!SPC MO C     -   0.99996826  x   0.99993959  =   0.99990786
 JD2637!UTM  15      -   0.99996826  x   0.99960531  =   0.99957359
 JD2637
 JD2637:                Primary Azimuth Mark                     Grid Az
 JD2637:SPC MO C     -  NEW FRANKLIN MUNICIPAL TANK              022 17 22.3
 JD2637:UTM  15      -  NEW FRANKLIN MUNICIPAL TANK              021 58 30.2
 JD2637
 JD2637|---------------------------------------------------------------------|
 JD2637| PID    Reference Object                     Distance      Geod. Az  |
 JD2637|                                                           dddmmss.s |
 JD2637| KD1083 NEW FRANKLIN MUNICIPAL TANK         APPROX. 5.2 KM 0220733.2 |
 JD2637| JD2611 BOONVILLE MO PWR LT CO STACK        APPROX. 3.3 KM 0773958.2 |
 JD2637| AI9048 BOONVILLE RM 1                       11.895 METERS 13958     |
 JD2637| JD2638 BOONVILLE HARLEY PARK MUN TANK      175.472 METERS 17112     |
 JD2637| AH9095 BOONVILLE AZ MK                                    1891151.7 |
 JD2637| AI9049 BOONVILLE RM 2                       23.037 METERS 24341     |
 JD2637|---------------------------------------------------------------------|
 JD2637
 JD2637                          SUPERSEDED SURVEY CONTROL
 JD2637
 JD2637  NAD 83(1986)-  38 58 25.12331(N)    092 45 36.68163(W) AD(       ) 2
 JD2637  NAD 27      -  38 58 25.01508(N)    092 45 36.02012(W) AD(       ) 2
 JD2637
 JD2637.Superseded values are not recommended for survey control.
 JD2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2637.See file dsdata.txt to determine how the superseded data were derived.
 JD2637
 JD2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2077313879(NAD 83)
 JD2637_MARKER: P = PIPE CAP
 JD2637_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD2637_STAMPING: MISSOURI RIVER COMMISION
 JD2637_MARK LOGO: MRC   
 JD2637_MAGNETIC: P = MARKER IS A STEEL PIPE
 JD2637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2637+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 JD2637
 JD2637  HISTORY     - Date     Condition        Report By
 JD2637  HISTORY     - 1949     MONUMENTED       MRC
 JD2637  HISTORY     - 1966     GOOD             MOHC
 JD2637  HISTORY     - 1980     GOOD             NGS
 JD2637  HISTORY     - 19800101 GOOD             NGS
 JD2637  HISTORY     - 20030712 GOOD             GEOCAC
 JD2637  HISTORY     - 20050319 POOR             GEOCAC
 JD2637
 JD2637                          STATION DESCRIPTION
 JD2637
 JD2637'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1949 (MEW)
 JD2637'THE STATION IS LOCATED ABOUT 1.0 MILE WEST-SOUTHWEST OF
 JD2637'BOONVILLE, ON A PROMINENT INDIAN MOUND, IN THE CITY PARK.  IT IS
 JD2637'40.5 FEET (SLOPE) WEST OF THE NORTHWEST CORNER OF FENCE AROUND
 JD2637'THE CITY WATER WORKS RESERVOIR.  THE MARK IS A PIPE WITH A CAP
 JD2637'HAVING MISSOURI RIVER COMMISSION CAST ON ITS FACE AND THE CAP IS
 JD2637'FLUSH WITH THE SURFACE OF THE GROUND.
 JD2637'
 JD2637'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 30 FEET
 JD2637'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE RESERVOIR FENCE
 JD2637'AND 11 FEET WEST OF THE FENCE.  THE MARK IS FLUSH WITH THE
 JD2637'SURFACE OF THE GROUND AND THE DISK IS STAMPED BOONVILLE MO R C
 JD2637'NO 1 1949.
 JD2637'
 JD2637'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  THE MARK IS
 JD2637'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JD2637'BOONVILLE MO R C NO 2 1949.
 JD2637'
 JD2637'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF THE STATION, 88 FEET
 JD2637'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RESERVOIR FENCE, 5 FEET
 JD2637'NORTH-NORTHEAST OF A WITNESS POST AND 1 FOOT EAST OF A FENCE.
 JD2637'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BOONVILLE MO R
 JD2637'C 1949.
 JD2637'
 JD2637'TO REACH FROM THE INTERSECTION OF SPRING AND 5TH. STREET, ONE
 JD2637'BLOCK WEST OF THE POST OFFICE, IN BOONVILLE, GO WEST ON SPRING
 JD2637'STREET 0.85 MILE TO THE PARK ENTRANCE ON THE RIGHT, TURN RIGHT
 JD2637'INTO PARK 0.15 MILE TO A SIDE STREET LEFT, TURN LEFT 0.05 MILE TO
 JD2637'END OF TRUCK TRAVEL.  HERE PACK SOUTHWEST TO THE HIGHEST POINT
 JD2637'AND THE STATION AS DESCRIBED.
 JD2637'
 JD2637'TO REACH THE AZIMUTH FROM THE STATION, WALK SOUTH ALONG THE
 JD2637'RESERVOIR FENCE TO THE MARK AS DESCRIBED.
 JD2637'
 JD2637'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 JD2637
 JD2637                          STATION RECOVERY (1966)
 JD2637
 JD2637'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1966
 JD2637'STATION WAS SEARCHED FOR AND THE STATION MARK, RM 1 AND RM 2 WERE
 JD2637'FOUND IN GOOD CONDITION.
 JD2637
 JD2637                          STATION RECOVERY (1980)
 JD2637
 JD2637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JD2637'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JD2637'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  A NEW AZIMUTH MARK
 JD2637'WAS ESTABLISHED.  THE DIRECTION TO REFERENCE MARK 1 WAS 2 MINUTES, 55
 JD2637'SECONDS SMALLER THAN 1949 DATA AND THE DISTANCE WAS 0.003 METER
 JD2637'LONGER.  THE DIRECTION TO REFERENCE MARK 2 WAS 58 SECONDS LARGER THAN
 JD2637'1949 DATA AND THE DISTANCE WAS 0.001 METER LONGER.  A NEW
 JD2637'DESCRIPTION FOLLOWS.
 JD2637'
 JD2637'THE STATION IS LOCATED IN BOONVILLE, AT THE CITY WATER TREATMENT
 JD2637'PLANT RESERVOIR AND IN HARLEY PARK, ON TOP OF AN OLD INDIAN MOUND,
 JD2637'THAT IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND WHICH
 JD2637'OVERLOOKS THE MISSOURI RIVER TO THE NORTH.
 JD2637'
 JD2637'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND SPRING
 JD2637'STREETS, IN BOONVILLE, GO WEST ON SPRING STREET, WHICH BECOMES
 JD2637'SANTA FE TRAIL, FOR 0.85 MILE TO THE ENTRANCE TO HARLEY PARK ON THE
 JD2637'RIGHT.  TURN RIGHT AND GO NORTH ON PARKWAY ROAD FOR 0.05 MILE TO A
 JD2637'FORK.  BEAR LEFT AND CONTINUE NORTH ON A PAVED PARK ROAD FOR 0.1
 JD2637'MILE TO THE PARK OFFICE AND END OF VEHICLE TRAVEL, AT THE NORTHEAST
 JD2637'CORNER OF A WATER TREATMENT RESERVOIR.  PACK WEST, ALONG THE NORTH
 JD2637'END OF THE RESERVOIR FOR ABOUT 100 YARDS TO THE TOP OF THE MOUND AND
 JD2637'THE STATION.
 JD2637'
 JD2637'TO REACH THE AZIMUTH MARK FROM THE PARK ENTRANCE, GO WEST AND SOUTH
 JD2637'ON SANTA FE TRAIL FOR 0.15 MILE TO RIVIERA DRIVE ON THE RIGHT.  TURN
 JD2637'RIGHT AND GO WEST ON RIVIERA DRIVE FOR 0.1 MILE TO THE MARK ON THE
 JD2637'RIGHT.
 JD2637'
 JD2637'THE STATION MARK IS A PIPE CAP, RIVETED ON TOP OF AN IRON PIPE THAT
 JD2637'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  THE PIPE CAP HAS A
 JD2637'RAISED TRIANGLE ON IT AND THE LETTERING---MISSOURI RIVER
 JD2637'COMMISSION---IS CAST ON THE CAP IN RAISED LETTERS.  THE MARK IS IN
 JD2637'THE APPROXIMATE CENTER OF THE MOUND AND IS 40.5 FEET WEST OF THE
 JD2637'NORTHWEST CORNER OF A CHAINLINK FENCE AROUND THE RESERVOIR.
 JD2637'
 JD2637'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BOONVILLE MORC NO 1
 JD2637'1949---SET IN THE TOP OF A 6-INCH ROUND CONCRETE POST THAT IS
 JD2637'FLUSH.  IT IS 30.4 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF
 JD2637'THE RESERVOIR FENCE, 11.0 FEET WEST OF THE FENCE AND IS ABOUT 11
 JD2637'FEET LOWER THAN THE STATION.
 JD2637'
 JD2637'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BOONVILLE MORC NO 2
 JD2637'1949---SET IN THE TOP OF A 6-INCH ROUND CONCRETE POST THAT IS
 JD2637'FLUSH.  IT IS ON THE EAST EDGE OF THE LOWER MOUND WEST OF THE STATION,
 JD2637'104.0 FEET WEST OF THE FENCE AT RM 1 AND IS ABOUT 8 FEET LOWER
 JD2637'THAN THE STATION.
 JD2637'
 JD2637'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---BOONVILLE MORC 1949
 JD2637'1980---SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS
 JD2637'FLUSH.  IT IS 88.0 FEET EAST-SOUTHEAST OF A POWERLINE POLE WITH A
 JD2637'STREET LAMP, 19.0 FEET NORTH OF THE CENTERLINE OF RIVIERA DRIVE AND
 JD2637'2.5 FEET EAST OF A WITNESS POST.  REBAR WAS PLACED IN THE MARK.
 JD2637'
 JD2637'THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED FROM THE
 JD2637'CENTER OF THE TELESCOPE AND THEN REDUCED TO HORIZONTAL.  THE SLOPE
 JD2637'DISTANCE TO RM 1 WAS 40.76 FEET, 12.424 METERS AND TO RM 2 WAS
 JD2637'76.67 FEET, 23.370 METERS.
 JD2637
 JD2637                          STATION RECOVERY (1980)
 JD2637
 JD2637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JD2637'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JD2637'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  A NEW AZIMUTH MARK
 JD2637'WAS ESTABLISHED.  THE DIRECTION TO REFERENCE MARK 1 WAS 2 MINUTES, 15
 JD2637'SECONDS SMALLER THAN 1949 DATA AND THE DISTANCE WAS 0.003 M (0.010 FT)
 JD2637'LONGER.  THE DIRECTION TO REFERENCE MARK 2 WAS 58 SECONDS LARGER THAN
 JD2637'1949 DATA AND THE DISTANCE WAS 0.001 M (0.003 FT) SHORTER.  A NEW
 JD2637'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED IN BOONVILLE, AT THE CITY
 JD2637'WATER TREATMENT PLANT RESERVOIR AND IN HARLEY PARK, ON TOP OF AN OLD
 JD2637'INDIAN HOUND, THAT IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND
 JD2637'WHICH OVERLOOKS THE MISSOURI RIVER TO THE NORTH.  TO REACH THE STATION
 JD2637'FROM THE INTERSECTION OF MAIN AND SPRING STREETS, IN BOONVILLE, GO
 JD2637'WEST ON SPRING STREET, WHICH BECOMES SANTA FE TRAIL, FOR 0.85 MI (1.37
 JD2637'KM) TO THE ENTRANCE TO HARLEY PARK ON THE RIGHT.  TURN RIGHT AND GO
 JD2637'NORTH ON PARKWAY ROAD FOR 0.05 MI (0.08 KM) TO A FORK.  BEAR LEFT AND
 JD2637'CONTINUE NORTH ON A PAVED PARK ROAD FOR 0.1 MI (0.2 KM) TO THE PARK
 JD2637'OFFICE AND END OF VEHICLE TRAVEL, AT THE NORTHEAST CORNER OF A WATER
 JD2637'TREATMENT RESERVOIR.  PACK WEST, ALONG THE NORTH END OF THE RESERVOIR
 JD2637'FOR ABOUT 100 YARDS TO THE TOP OF THE MOUND AND THE STATION.  TO REACH
 JD2637'THE AZIMUTH MARK FROM THE PARK ENTRANCE, GO WEST AND SOUTH ON SANTA FE
 JD2637'TRAIL FOR 0.15 MI (0.24 KM) TO RIVIERA DRIVE ON THE RIGHT.  TURN RIGHT
 JD2637'AND GO WEST ON RIVIERA DRIVE FOR 0.1 MI (0.2 KM) TO THE MARK ON THE
 JD2637'RIGHT.  THE STATION MARK IS A PIPE CAP, RIVETED ON TOP OF AN IRON PIPE
 JD2637'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  THE PIPE CAP HAS A
 JD2637'RAISED TRIANGLE ON IT AND THE LETTERING, MISSOURI RIVER COMMISSION, IS
 JD2637'CAST ON THE CAP IN RAISED LETTERS.  THE MARK IS IN THE APPROXIMATE
 JD2637'CENTER OF THE MOUND AND IS 40.5 FT (12.3 M) WEST OF THE NORTHWEST
 JD2637'CORNER OF A CHAINLINK FENCE AROUND THE RESERVOIR.  REFERENCE MARK 1 IS
 JD2637'A STANDARD DISK, STAMPED BOONVILLE MORC NO 1 1949, SET IN THE TOP OF A
 JD2637'6-INCH ROUND CONCRETE POST THAT IS FLUSH WITH GROUND LOCATED 30.4 FT
 JD2637'(9.3 M) SOUTH SOUTHWEST OF THE NORTHWEST CORNER OF THE RESERVOIR
 JD2637'FENCE, 11.0 FT (3.4 M) WEST OF THE FENCE AND IS ABOUT 11 FT (3.4 M)
 JD2637'LOWER THAN THE STATION.  REFERENCE MARK 2 IS A STANDARD DISK, STAMPED
 JD2637'BOONVILLE MORC NO 2 1949, SET IN THE TOP OF A 6-INCH ROUND CONCRETE
 JD2637'POST THAT IS FLUSH.  IT IS ON THE EAST EDGE OF THE LOWER MOUND WEST OF
 JD2637'THE STATION, 104.0 FT (31.7 M) WEST OF THE FENCE AT RM 1 AND IS ABOUT
 JD2637'8 FT (2.4 M) LOWER THAN THE STATION.  THE AZIMUTH MARK IS A STANDARD
 JD2637'DISK, STAMPED BOONVILLE MORC 1949 1980, SET IN THE TOP OF A 12-INCH
 JD2637'ROUND CONCRETE POST THAT IS FLUSH WITH GROUND LOCATED 88.0 FT (26.8 M)
 JD2637'EAST SOUTHEAST OF A POWERLINE POLE WITH A STREET LAMP, 19.0 FT (5.8 M)
 JD2637'NORTH OF THE CENTERLINE OF RIVIERA DRIVE AND 2.5 FT (0.8 M) EAST OF A
 JD2637'WITNESS POST.  REBAR WAS PLACED IN THE MARK.  THE DISTANCES TO THE
 JD2637'REFERENCE MARKS WERE MEASURED FROM THE CENTER OF THE TELESCOPE AND
 JD2637'THEN REDUCED TO HORIZONTAL.  THE SLOPE DISTANCE TO RM 1 WAS 40.76 FT
 JD2637'(12.42 M), AND TO RM 2 WAS 76.67 FT (23.37 M) .
 JD2637
 JD2637                          STATION RECOVERY (2003)
 JD2637
 JD2637'RECOVERY NOTE BY GEOCACHING 2003 (KHK)
 JD2637'THE RAISED TRIANGLE IS GONE BUT THE LETTERING IS THERE.  REFERENCE
 JD2637'MARK 1 AND THE AZIMUTH MARK GOOD.
 JD2637'REFERENCE MARK 2 NOT OBVIOUS BUT NOT SEARCHED FOR.
 JD2637' 
 JD2637
 JD2637                          STATION RECOVERY (2005)
 JD2637
 JD2637'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 JD2637'LETTERING ON STATION MARK IS STARTING TO RUST OVER.
 JD2637' 
 JD2637'REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2638 ***********************************************************************
 JD2638  DESIGNATION -  BOONVILLE HARLEY PARK MUN TANK
 JD2638  PID         -  JD2638
 JD2638  STATE/COUNTY-  MO/COOPER
 JD2638  USGS QUAD   -  BILLINGSVILLE (1978)
 JD2638
 JD2638                         *CURRENT SURVEY CONTROL
 JD2638  ___________________________________________________________________
 JD2638* NAD 83(1997)-  38 58 19.49225(N)    092 45 35.56288(W)     ADJUSTED  
 JD2638* NAVD 88     -                                                        
 JD2638  ___________________________________________________________________
 JD2638  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 JD2638  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD2638
 JD2638  HORZ ORDER  -  THIRD
 JD2638
 JD2638.The horizontal coordinates were established by classical geodetic methods
 JD2638.and adjusted by the National Geodetic Survey in February 2000..
 JD2638
 JD2638
 JD2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2638
 JD2638.The geoid height was determined by GEOID03.
 JD2638
 JD2638;                    North         East     Units Scale Factor Converg.
 JD2638;SPC MO C     -   348,363.708   477,480.294   MT  0.99993958   -0 09 48.4
 JD2638;UTM  15      - 4,313,705.823   520,800.717   MT  0.99960533   +0 09 03.7
 JD2638
 JD2638                          SUPERSEDED SURVEY CONTROL
 JD2638
 JD2638  NAD 83(1986)-  38 58 19.50038(N)    092 45 35.56660(W) AD(       ) 4
 JD2638  NAD 27      -  38 58 19.39771(N)    092 45 34.90510(W) AD(       ) 3
 JD2638
 JD2638.Superseded values are not recommended for survey control.
 JD2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2638.See file dsdata.txt to determine how the superseded data were derived.
 JD2638
 JD2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2080113706(NAD 83)
 JD2638_MARKER: 53 = ELEVATED TANK
 JD2638
 JD2638  HISTORY     - Date     Condition        Report By
 JD2638  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2638  HISTORY     - 1980     GOOD             NGS
 JD2638
 JD2638                          STATION DESCRIPTION
 JD2638
 JD2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2638'THIS STATION IS LOCATED IN HARLEY PARK, AT THE WEST EDGE OF
 JD2638'BOONVILLE.  IT IS A 4 LEGGED STEEL STRUCTURE, 30 FEET SQUARE
 JD2638'AT THE BASE, ABOUT 150 FEET HIGH, AND IS SILVER IN COLOR.
 JD2638'
 JD2638'THE POINT INTERSECTED WAS THE BALL FINIAL.
 JD2638
 JD2638                          STATION RECOVERY (1980)
 JD2638
 JD2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JD2638'THE STATION, BOONVILLE HARLEY PARK MUNICIPAL WATER TANK, WAS RECOVERED
 JD2638'IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  THIS TANK IS NOW THE
 JD2638'OLDEST TANK IN THE VICINITY AND IS QUITE PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2611 ***********************************************************************
 JD2611  DESIGNATION -  BOONVILLE MO PWR LT CO STACK
 JD2611  PID         -  JD2611
 JD2611  STATE/COUNTY-  MO/COOPER
 JD2611  USGS QUAD   -  BOONVILLE (1979)
 JD2611
 JD2611                         *CURRENT SURVEY CONTROL
 JD2611  ___________________________________________________________________
 JD2611* NAD 83(1997)-  38 58 47.87967(N)    092 43 23.16982(W)     ADJUSTED  
 JD2611* NAVD 88     -                                                        
 JD2611  ___________________________________________________________________
 JD2611  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 JD2611  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JD2611
 JD2611  HORZ ORDER  -  THIRD
 JD2611
 JD2611.The horizontal coordinates were established by classical geodetic methods
 JD2611.and adjusted by the National Geodetic Survey in February 2000..
 JD2611
 JD2611
 JD2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2611
 JD2611.The geoid height was determined by GEOID03.
 JD2611
 JD2611;                    North         East     Units Scale Factor Converg.
 JD2611;SPC MO C     -   349,230.600   480,669.243   MT  0.99993793   -0 08 25.2
 JD2611;UTM  15      - 4,314,589.912   523,983.800   MT  0.99960708   +0 10 27.1
 JD2611
 JD2611                          SUPERSEDED SURVEY CONTROL
 JD2611
 JD2611  NAD 83(1986)-  38 58 47.88745(N)    092 43 23.17364(W) AD(       ) 4
 JD2611  NAD 27      -  38 58 47.77808(N)    092 43 22.50502(W) AD(       ) 3
 JD2611
 JD2611.Superseded values are not recommended for survey control.
 JD2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2611.See file dsdata.txt to determine how the superseded data were derived.
 JD2611
 JD2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2398414590(NAD 83)
 JD2611_MARKER: 63 = STACK
 JD2611
 JD2611  HISTORY     - Date     Condition        Report By
 JD2611  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2611
 JD2611                          STATION DESCRIPTION
 JD2611
 JD2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2611'THIS STATION IS LOCATED AT THE NORTHEAST EDGE OF BOONVILLE, NEAR
 JD2611'THE MISSOURI RIVER.  IT IS A CONCRETE STRUCTURE, 17 FEET IN
 JD2611'DIAMETER AT THE BASE, AND ABOUT 220 FEET HIGH.
 JD2611'
 JD2611'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2607 ***********************************************************************
 JD2607  DESIGNATION -  BOONVILLE MO TRAINING SCH TK
 JD2607  PID         -  JD2607
 JD2607  STATE/COUNTY-  MO/COOPER
 JD2607  USGS QUAD   -  BOONVILLE (1979)
 JD2607
 JD2607                         *CURRENT SURVEY CONTROL
 JD2607  ___________________________________________________________________
 JD2607* NAD 83(1997)-  38 58 35.55853(N)    092 43 50.08260(W)     ADJUSTED  
 JD2607* NAVD 88     -                                                        
 JD2607  ___________________________________________________________________
 JD2607  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 JD2607  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD2607
 JD2607  HORZ ORDER  -  THIRD
 JD2607
 JD2607.The horizontal coordinates were established by classical geodetic methods
 JD2607.and adjusted by the National Geodetic Survey in February 2000..
 JD2607
 JD2607
 JD2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2607
 JD2607.The geoid height was determined by GEOID03.
 JD2607
 JD2607;                    North         East     Units Scale Factor Converg.
 JD2607;SPC MO C     -   348,852.285   480,020.541   MT  0.99993825   -0 08 42.1
 JD2607;UTM  15      - 4,314,208.168   523,337.399   MT  0.99960671   +0 10 10.1
 JD2607
 JD2607                          SUPERSEDED SURVEY CONTROL
 JD2607
 JD2607  NAD 83(1986)-  38 58 35.56644(N)    092 43 50.08652(W) AD(       ) 4
 JD2607  NAD 27      -  38 58 35.46177(N)    092 43 49.42628(W) AD(       ) 3
 JD2607
 JD2607.Superseded values are not recommended for survey control.
 JD2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2607.See file dsdata.txt to determine how the superseded data were derived.
 JD2607
 JD2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2333714208(NAD 83)
 JD2607_MARKER: 53 = ELEVATED TANK
 JD2607
 JD2607  HISTORY     - Date     Condition        Report By
 JD2607  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2607
 JD2607                          STATION DESCRIPTION
 JD2607
 JD2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2607'THIS STATION IS LOCATED ON THE GROUNDS OF THE MISSOURI TRAINING
 JD2607'SCHOOL FOR BOYS, IN THE EAST PART OF BOONVILLE.  IT IS A 4 LEGGED
 JD2607'STEEL STRUCTURE 30 FEET SQUARE AT THE BASE, ABOUT 120 FEET
 JD2607'HIGH, AND IS SILVER IN COLOR.
 JD2607'
 JD2607'THE POINT INTERSECTED WAS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2636 ***********************************************************************
 JD2636  DESIGNATION -  BOONVILLE PE PIPELINE CO MAST
 JD2636  PID         -  JD2636
 JD2636  STATE/COUNTY-  MO/COOPER
 JD2636  USGS QUAD   -  BILLINGSVILLE (1978)
 JD2636
 JD2636                         *CURRENT SURVEY CONTROL
 JD2636  ___________________________________________________________________
 JD2636* NAD 83(1997)-  38 57 43.20729(N)    092 46 10.14065(W)     ADJUSTED  
 JD2636* NAVD 88     -                                                        
 JD2636  ___________________________________________________________________
 JD2636  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 JD2636  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD2636
 JD2636  HORZ ORDER  -  THIRD
 JD2636
 JD2636.The horizontal coordinates were established by classical geodetic methods
 JD2636.and adjusted by the National Geodetic Survey in February 2000..
 JD2636
 JD2636
 JD2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2636
 JD2636.The geoid height was determined by GEOID03.
 JD2636
 JD2636;                    North         East     Units Scale Factor Converg.
 JD2636;SPC MO C     -   347,247.262   476,644.670   MT  0.99994005   -0 10 10.0
 JD2636;UTM  15      - 4,312,585.183   519,971.510   MT  0.99960491   +0 08 41.8
 JD2636
 JD2636                          SUPERSEDED SURVEY CONTROL
 JD2636
 JD2636  NAD 83(1986)-  38 57 43.21527(N)    092 46 10.14427(W) AD(       ) 4
 JD2636  NAD 27      -  38 57 43.10626(N)    092 46 09.48287(W) AD(       ) 3
 JD2636
 JD2636.Superseded values are not recommended for survey control.
 JD2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2636.See file dsdata.txt to determine how the superseded data were derived.
 JD2636
 JD2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD1997212585(NAD 83)
 JD2636_MARKER: 42 = RADIO/TV MAST
 JD2636
 JD2636  HISTORY     - Date     Condition        Report By
 JD2636  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2636
 JD2636                          STATION DESCRIPTION
 JD2636
 JD2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2636'THIS STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF THE BUSINESS
 JD2636'DISTRICT, OF BOONVILLE.  IT IS A 4 LEGGED STEEL STRUCTURE, 6 FEET
 JD2636'SQUARE AT THE BASE, 100 FEET HIGH, AND IS PAINTED RED AND WHITE.
 JD2636'
 JD2636'THE POINT INTERSECTED WAS THE LIGHT ON THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1031 ***********************************************************************
 KD1031  DESIGNATION -  BORRON
 KD1031  PID         -  KD1031
 KD1031  STATE/COUNTY-  MO/MACON
 KD1031  USGS QUAD   -  SUE CITY (1979)
 KD1031
 KD1031                         *CURRENT SURVEY CONTROL
 KD1031  ___________________________________________________________________
 KD1031* NAD 83(1997)-  39 56 09.79169(N)    092 18 25.27847(W)     ADJUSTED  
 KD1031* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 KD1031  ___________________________________________________________________
 KD1031  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 KD1031  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KD1031
 KD1031  HORZ ORDER  -  FIRST
 KD1031
 KD1031.The horizontal coordinates were established by classical geodetic methods
 KD1031.and adjusted by the National Geodetic Survey in February 2000..
 KD1031
 KD1031.The orthometric height was scaled from a topographic map.
 KD1031
 KD1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1031
 KD1031.The geoid height was determined by GEOID03.
 KD1031
 KD1031;                    North         East     Units Scale Factor Converg.
 KD1031;SPC MO C     -   455,366.476   516,493.421   MT  0.99993668   +0 07 26.0
 KD1031;UTM  15      - 4,420,889.645   559,207.809   MT  0.99964316   +0 26 41.5
 KD1031
 KD1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1031!SPC MO C     -   0.99996348  x   0.99993668  =   0.99990016
 KD1031!UTM  15      -   0.99996348  x   0.99964316  =   0.99960665
 KD1031
 KD1031:                Primary Azimuth Mark                     Grid Az
 KD1031:SPC MO C     -  BORRON AZ MK                             015 23 23.4
 KD1031:UTM  15      -  BORRON AZ MK                             015 04 07.9
 KD1031
 KD1031|---------------------------------------------------------------------|
 KD1031| PID    Reference Object                     Distance      Geod. Az  |
 KD1031|                                                           dddmmss.s |
 KD1031| CL8919 BORRON AZ MK                                       0153049.4 |
 KD1031| CL8920 BORRON RM 1                          44.687 METERS 08742     |
 KD1031| CL8921 BORRON RM 2                          38.268 METERS 18854     |
 KD1031| CL8922 BORRON RM 3                          30.175 METERS 35642     |
 KD1031|---------------------------------------------------------------------|
 KD1031
 KD1031                          SUPERSEDED SURVEY CONTROL
 KD1031
 KD1031  NAD 83(1997)-  39 56 09.79345(N)    092 18 25.28525(W) AD(       ) 1
 KD1031  NAD 83(1997)-  39 56 09.79326(N)    092 18 25.28532(W) AD(       ) 1
 KD1031  NAD 83(1986)-  39 56 09.79685(N)    092 18 25.28823(W) AD(       ) 1
 KD1031  NAD 27      -  39 56 09.66110(N)    092 18 24.61980(W) AD(       ) 1
 KD1031
 KD1031.Superseded values are not recommended for survey control.
 KD1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1031.See file dsdata.txt to determine how the superseded data were derived.
 KD1031
 KD1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE5920820890(NAD 83)
 KD1031_MARKER: DS = TRIANGULATION STATION DISK
 KD1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1031
 KD1031  HISTORY     - Date     Condition        Report By
 KD1031  HISTORY     - 1934     MONUMENTED       CGS
 KD1031  HISTORY     - 1949     GOOD             CGS
 KD1031  HISTORY     - 1954     GOOD             MOHC
 KD1031  HISTORY     - 1966     GOOD             CGS
 KD1031
 KD1031                          STATION DESCRIPTION
 KD1031
 KD1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1031'STATION IS ABOUT 17 MILES NW OF SHELBYVILLE, 8 MILES SW OF
 KD1031'NOVELTY, 4 MILES W OF CHERRY BOX, ABOUT 1.1 MILES S OF THE
 KD1031'MASON-KNOX COUNTY LINE, 1 MILE W OF THE MACON-SHELBY COUNTY LINE,
 KD1031'IN THE NW 1/4 SEC.12, T 59 N, R 13 W, ON LAND OWNED AND OCCUPIED
 KD1031'BY ARTHUR BORRON.  IT IS NEAR THE NW CORNER OF A SMALL ORCHARD
 KD1031'AND PIG PASTURE, ABOUT 0.3 MILE N OF CROSSROADS, ABOUT 0.1 MILE
 KD1031'N OF MR. BORRONS HOUSE, 35 FEET E OF THE CENTER LINE OF THE
 KD1031'ROAD, 22 FEET SE OF THE NW CORNER OF THE PASTURE, 17 FEET E OF A
 KD1031'FENCE, AND 17-1/5 FEET S OF A FENCE.  SURFACE MARK IS 12 INCHES
 KD1031'BELOW THE SURFACE.
 KD1031'
 KD1031'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KD1031'BRONZE DISKS SET IN CONCRETE.
 KD1031'
 KD1031'REFERENCE MARK NO.1 IS E OF THE STATION, ON THE N EDGE OF THE
 KD1031'PASTURE, 1 FOOT S OF THE FENCE, 182 FEET E OF THE CENTER LINE
 KD1031'OF THE ROAD, AND ABOUT 60 FEET W OF A FENCE.  THE MARK PROJECTS
 KD1031'6 INCHES.
 KD1031'
 KD1031'REFERENCE MARK NO.2 IS S OF THE STATION, AT THE W EDGE OF THE
 KD1031'PASTURE, IN HEDGE FENCE, AND 18 FEET E OF THE CENTER LINE OF THE
 KD1031'ROAD.  THE MARK PROJECTS 8 INCHES.
 KD1031'
 KD1031'AZIMUTH MARK IS NNE OF THE STATION, IN BARNYARD ON LAND OWNED
 KD1031'BY A.W. BORRON, AND IS 150 FEET S OF THE END OF A LANE, 61 FEET
 KD1031'E OF THE SE CORNER OF A BARN, AND 120 FEET SSW OF THE SW CORNER
 KD1031'OF MR. BORRONS HOUSE.  THE MARK PROJECTS 8 INCHES.
 KD1031'
 KD1031'TO REACH THE STATION FROM LEONARD GO N ON SHELBY COUNTY HIGHWAY
 KD1031'H FOR 2 MILES TO CROSSROADS.  HERE GO W FOR 3.0 MILES TO THE
 KD1031'VILLAGE OF CHERRY BOX, CONTINUE W FOR 3.0 MILES TO TURN AT THE
 KD1031'SHELBY-MACON COUNTY LINE.  GO N ON COUNTY LINE ROAD FOR 0.5 MILE,
 KD1031'THENCE W 1.0 MILE TO CROSSROADS, THENCE N 0.3 MILE TO THE
 KD1031'STATION.
 KD1031'
 KD1031'ALL LIGHTS CAME INTO VIEW AT 60 FEET.
 KD1031
 KD1031                          STATION RECOVERY (1949)
 KD1031
 KD1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1031'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1934 AND ALL
 KD1031'MARKS WERE FOUND IN GOOD CONDITION EXCEPT R.M. NO. 2, WHICH HAS
 KD1031'BEEN DESTROYED.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO
 KD1031'R.M. NO. 1.  THE ROADS AND FENCES HAVE CHANGED SINCE 1934.  A
 KD1031'COMPLETE NEW DESCRIPTION FOLLOWS.
 KD1031'
 KD1031'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF LA PLATA,
 KD1031'ABOUT 8 MILES NORTHWEST OF LEONARD, ABOUT 3 MILES WEST-NORTHWEST
 KD1031'OF THE VILLAGE OF CHERRY BOX, ON PROPERTY OWNED BY A MRS.
 KD1031'ROBERTSON AND OCCUPIED BY MR. CLAUD PERRY.  IT IS 35 FEET EAST
 KD1031'OF THE CENTERLINE OF A DIRT ROAD, 19 FEET SOUTHEAST OF A FENCE
 KD1031'CORNER, 17 FEET SOUTH OF AN EAST-WEST FENCE LINE, AND 8 FEET
 KD1031'EAST OF A NORTH-SOUTH FENCELINE.  THE DISK IS STAMPED BORRON
 KD1031'1934 AND IS SET 1 FOOT BELOW THE SURFACE OF THE GROUND.
 KD1031'
 KD1031'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE EAST-WEST FENCE LINE.
 KD1031'THE DISK IS STAMPED BORRON NO 1 1934 AND PROJECTS 8 INCHES.
 KD1031'
 KD1031'REFERENCE MARK NO. 3 IS 29 FEET EAST OF THE CENTERLINE OF THE
 KD1031'ROAD, AND 1 FOOT EAST OF THE NORTH-SOUTH FENCELINE.  THE DISK
 KD1031'IS STAMPED BORRON NO 3 1948 AND PROJECTS 4 INCHES.  NOTE 11A.
 KD1031'
 KD1031'THE AZIMUTH MARK IS ABOUT 0.95 MILE NORTH-NORTHEAST OF THE
 KD1031'STATION, 120 FEET SOUTH-SOUTHWEST OF A FARM HOUSE, 90 FEET
 KD1031'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, AND 2 FEET SOUTH
 KD1031'OF A GATE POST.  THE DISK IS STAMPED BORRON 1934 AZIMUTH AND
 KD1031'PROJECTS 8 INCHES.
 KD1031'
 KD1031'TO REACH THE STATION FROM LEONARD, GO WEST ON COUNTY ROUTE C FOR
 KD1031'3 MILES TO A CROSS ROAD.  TURN RIGHT AND GO NORTH FOR 2.0 MILES
 KD1031'TO THE VILLAGE OF CHERRY BOX.  HERE TURN LEFT AND GO WEST FOR 3.0
 KD1031'MILES, THENCE NORTH FOR 0.5 MILE, THENCE WEST FOR 1.0 MILE TO A
 KD1031'CROSS ROAD.  TURN RIGHT AND GO NORTH FOR 0.3 MILE TO THE STATION
 KD1031'ON THE RIGHT AS DESCRIBED.
 KD1031'
 KD1031'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH, ON A DIRT
 KD1031'ROAD, FOR 1.0 MILE TO A LANE LEADING EAST.  TURN EAST, PASS THRU
 KD1031'A WIRE GATE, AND GO TO THE END OF THE LANE AND A HOUSE ON THE
 KD1031'RIGHT.  TURN RIGHT, PASS TO THE WEST OF THE HOUSE, AND GO ABOUT
 KD1031'100 FEET TO THE MARK ON THE LEFT.
 KD1031'
 KD1031'AN 87 FOOT SIGNAL AT LEONARD 1949 IS VISIBLE AT 30 FEET.
 KD1031'
 KD1031'AN 87 FOOT SIGNAL AT CLARENCE ECC. IS VISIBLE AT 37 FEET.
 KD1031'
 KD1031'AN 87 FOOT SIGNAL AT REDMAN 1949 IS VISIBLE AT 30 FEET.
 KD1031'
 KD1031'A 100 FOOT SIGNAL AT ATLANTA 1949 IS VISIBLE AT 30 FEET.
 KD1031'
 KD1031'A 100 FOOT SIGNAL AT LA PLATA 1949 IS VISIBLE AT 30 FEET.
 KD1031'
 KD1031'A 74 FOOT SIGNAL AT SUE 1949 IS VISIBLE AT 30 FEET.
 KD1031'
 KD1031'A 100 FOOT SIGNAL AT NICHOLS 1934 IS VISIBLE AT 30 FEET.
 KD1031'
 KD1031'A 74 FOOT SIGNAL AT NOVELTY 1949 IS VISIBLE AT 30 FEET.
 KD1031'
 KD1031'HEIGHT OF TOWER - 90 FEET.
 KD1031
 KD1031                          STATION RECOVERY (1954)
 KD1031
 KD1031'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1954
 KD1031'LETTER OF MR. JOSPEH R. STEWART, RES. ENGR., MISSOURI STATE
 KD1031'HIGHWAY COMMISSION, KIRKSVILLE, MISSOURI, DATED MAY 5, 1954-
 KD1031'
 KD1031'STATION AND REFERENCE MARK NO. 3 WERE FOUND IN GOOD CONDITION
 KD1031'AND UNDISTURBED.
 KD1031
 KD1031                          STATION RECOVERY (1966)
 KD1031
 KD1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EEB)
 KD1031'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3, AND
 KD1031'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KD1031'
 KD1031'STATION MARK IS 16.5 FEET SOUTH OF A CORNER FENCE POST, 1.5 FEET EAST
 KD1031'OF A METAL WITNESS POST, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 KD1031'
 KD1031'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED.
 KD1031'
 KD1031'REFERENCE MARK NO. 3 IS 65 FEET NORTH-NORTHWEST OF A BRACE POST FOR
 KD1031'A METAL GATE, 30 FEET EAST OF THE CENTER OF A SURFACED ROAD, AND 7
 KD1031'FEET WEST OF A NORTH-SOUTH FENCE.
 KD1031'
 KD1031'AZIMUTH MARK WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS
 KD1031'SET 3 FEET EAST OF THE MARK.
 KD1031'
 KD1031'TO REACH FROM THE MAIN INTERSECTION IN LEONARD, GO WEST ON STATE
 KD1031'HIGHWAY 115 FOR 3.0 MILES TO THE JUNCTION OF COUNTY ROAD C.  TURN
 KD1031'RIGHT AND GO NORTH ON COUNTY ROAD C FOR 2.0 MILES TO A CROSSROAD IN
 KD1031'THE VILLAGE OF CHERRY BOX.  TURN LEFT AND GO WEST FOR 3.0 MILES
 KD1031'TO SHELBY-MACON COUNTY LINE.  TURN RIGHT AND GO NORTH ON COUNTY
 KD1031'LINE ROAD FOR 0.5 MILE.  TURN LEFT AND GO WEST FOR 1.0 MILE TO A
 KD1031'CROSSROAD.  TURN RIGHT AND GO NORTH ON A SURFACED ROAD FOR
 KD1031'0.3 MILE TO STATION ON RIGHT.
 KD1031'
 KD1031'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WNW OF
 KD1031'VILLAGE OF CHERRY BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1137 ***********************************************************************
 KD1137  DESIGNATION -  BOSTON
 KD1137  PID         -  KD1137
 KD1137  STATE/COUNTY-  MO/LINN
 KD1137  USGS QUAD   -  NEW BOSTON (1979)
 KD1137
 KD1137                         *CURRENT SURVEY CONTROL
 KD1137  ___________________________________________________________________
 KD1137* NAD 83(1997)-  39 57 23.03256(N)    092 51 53.74696(W)     ADJUSTED  
 KD1137* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 KD1137  ___________________________________________________________________
 KD1137  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KD1137  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KD1137
 KD1137  HORZ ORDER  -  SECOND
 KD1137
 KD1137.The horizontal coordinates were established by classical geodetic methods
 KD1137.and adjusted by the National Geodetic Survey in February 2000..
 KD1137
 KD1137.The orthometric height was scaled from a topographic map.
 KD1137
 KD1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1137
 KD1137.The geoid height was determined by GEOID03.
 KD1137
 KD1137;                    North         East     Units Scale Factor Converg.
 KD1137;SPC MO C     -   457,671.209   468,819.474   MT  0.99994530   -0 14 03.7
 KD1137;UTM  15      - 4,422,926.567   511,536.891   MT  0.99960164   +0 05 12.3
 KD1137
 KD1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1137!SPC MO C     -   0.99995795  x   0.99994530  =   0.99990326
 KD1137!UTM  15      -   0.99995795  x   0.99960164  =   0.99955961
 KD1137
 KD1137|---------------------------------------------------------------------|
 KD1137| PID    Reference Object                     Distance      Geod. Az  |
 KD1137|                                                           dddmmss.s |
 KD1137| CL8926 BOSTON RM 3                          32.062 METERS 01644     |
 KD1137| CL8924 BOSTON RM 1                          35.329 METERS 02043     |
 KD1137| CL8927 BOSTON RM 4                          31.961 METERS 10548     |
 KD1137| CL8925 BOSTON RM 2                          49.987 METERS 11810     |
 KD1137| CL8923 BOSTON AZ MK                                       3141512.4 |
 KD1137|---------------------------------------------------------------------|
 KD1137
 KD1137                          SUPERSEDED SURVEY CONTROL
 KD1137
 KD1137  NAD 83(1997)-  39 57 23.03357(N)    092 51 53.75036(W) AD(       ) 2
 KD1137  NAD 83(1986)-  39 57 23.03531(N)    092 51 53.75378(W) AD(       ) 2
 KD1137  NAD 27      -  39 57 22.93950(N)    092 51 53.04440(W) AD(       ) 2
 KD1137
 KD1137.Superseded values are not recommended for survey control.
 KD1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1137.See file dsdata.txt to determine how the superseded data were derived.
 KD1137
 KD1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE1153722927(NAD 83)
 KD1137_MARKER: DS = TRIANGULATION STATION DISK
 KD1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1137
 KD1137  HISTORY     - Date     Condition        Report By
 KD1137  HISTORY     - 1948     MONUMENTED       CGS
 KD1137  HISTORY     - 1960     GOOD             CGS
 KD1137  HISTORY     - 1966     GOOD             CGS
 KD1137
 KD1137                          STATION DESCRIPTION
 KD1137
 KD1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1137'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF THE TOWN
 KD1137'OF NEW BOSTON, IN A PASTURE OWNED BY MR. CHARLES POLSON.  IT
 KD1137'IS ABOUT 100 YARDS SOUTHWEST OF MR. POLSONS HOUSE, AND 109 FEET
 KD1137'WEST OF THE CENTERLINE OF A DIRT ROAD.  THE DISK IS STAMPED
 KD1137'BOSTON 1948 AND IS SET 8 INCHES BELOW THE SURFACE OF THE GROUND.
 KD1137'
 KD1137'REFERENCE MARK NO. 1 IS 115.91 FEET NORTHEAST OF THE STATION, 20
 KD1137'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET WEST OF A
 KD1137'FENCELINE.  THE DISK IS STAMPED BOSTON NO 1 1948 AND PROJECTS
 KD1137'14 INCHES.
 KD1137'
 KD1137'REFERENCE MARK NO. 2 IS 164.00 FEET SOUTHEAST OF THE STATION, 21
 KD1137'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET WEST OF THE
 KD1137'FENCELINE.  THE DISK IS STAMPED BOSTON NO 2 1948 AND PROJECTS 1
 KD1137'FOOT.
 KD1137'
 KD1137'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHWEST OF THE STATION, 45
 KD1137'FEET SOUTH OF A POWER POLE, 40 FEET EAST OF THE CENTERLINE OF
 KD1137'STATE HIGHWAY 129, 12 FEET SOUTH OF A GATE POST, AND 1 FOOT WEST
 KD1137'OF A FENCELINE.  STAMPED BOSTON 1948 AND PROJECTS 13 INCHES.
 KD1137'
 KD1137'TO REACH THE STATION FROM THE SINCLAIR SERVICE STATION, WHERE
 KD1137'STATE HIGHWAY TURNS WEST, IN THE TOWN OF NEW BOSTON, GO NORTH
 KD1137'ON A DIRT ROAD FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK AND
 KD1137'GO 0.5 MILE TO A GATE ON THE LEFT, OPPOSITE MR. POLSONS HOUSE, AND
 KD1137'THE STATION AS DESCRIBED.
 KD1137'
 KD1137'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 KD1137'DIRT ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT, THRU A GATE.  TURN LEFT
 KD1137'AND GO WEST FOR 0.2 MILE TO STATE HIGHWAY 129 AND THE MARK
 KD1137'ON THE LEFT AS DESCRIBED.
 KD1137'
 KD1137'AN 87 FOOT SIGNAL AT BUCKLIN IS VISIBLE FROM THE GROUND.
 KD1137'
 KD1137'A 100 FOOT SIGNAL AT HECKMAN 1928 IS VISIBLE FROM THE GROUND.
 KD1137'
 KD1137'A 100 FOOT SIGNAL AT LINN IS VISIBLE FROM THE GROUND.
 KD1137'
 KD1137'A 4 FOOT SIGNAL AT HYBIRD IS VISIBLE AT 20 FEET.
 KD1137'
 KD1137'A 100 FOOT SIGNAL AT PURDIN 1928 IS VISIBLE FROM THE GROUND.
 KD1137'
 KD1137'A 4 FOOT SIGNAL AT SHELBY IS VISIBLE FROM THE GROUND.
 KD1137'
 KD1137'AN 87 FOOT SIGNAL AT TAYLOR 1934 IS VISIBLE FROM THE GROUND.
 KD1137'
 KD1137'A 47 FOOT SIGNAL AT WINIGAN IS VISIBLE FROM THE GROUND.
 KD1137'
 KD1137'AN 87 FOOT SIGNAL AT HILL 1934 IS VISIBLE AT 37 FEET.
 KD1137'
 KD1137'A 100 FOOT SIGNAL AT ELMER IS VISIBLE AT 64 FEET.
 KD1137'
 KD1137'A 100 FOOT SIGNAL AT CALLAO IS VISIBLE AT 64 FEET.
 KD1137'
 KD1137'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1137
 KD1137                          STATION RECOVERY (1960)
 KD1137
 KD1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 KD1137'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1137'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY THE
 KD1137'REFERENCE MARKS, SO THEY WERE MOVED.  A COMPLETE DESCRIPTION
 KD1137'FOLLOWS.
 KD1137'
 KD1137'STATION IS LOCATED ABOUT 25 MILES SOUTHWEST OF KIRKSVILLE, ABOUT
 KD1137'20 MILES NORTHEAST OF BROOKFIELD, AND ABOUT 1/2 MILE NORTHWEST
 KD1137'OF THE SMALL TOWN OF NEW BOSTON IN A FIELD OWNED BY MR. CHARLES
 KD1137'POLSON AND WHOSE FARMHOUSE IS ABOUT 100 YARDS NORTHEAST OF THE
 KD1137'STATION, 193 FEET SOUTH OF THE SOUTHEAST CORNER OF GARAGE AND ON
 KD1137'A TANGENT WITH THE EAST OR DOOR SIDE OF THE GARAGE, 105 FEET
 KD1137'WEST OF THE CENTER OF A ROCK ROAD, AND 75 FEET WEST OF THE WEST
 KD1137'RIGHT-OF-WAY FENCE.  THE MARK IS 8 INCHES BELOW THE
 KD1137'SURFACE OF THE FIELD AND THE DISK IS STAMPED BOSTON 1948.
 KD1137'
 KD1137'TO REACH THE STATION FROM THE SINCLAIR SERVICE STATION WHERE
 KD1137'STATE HIGHWAY 129 TURNS WEST IN NEW BOSTON, GO NORTH ON ROCK ROAD
 KD1137'FOR 0.05 MILE TO FORK.  TAKE THE LEFT FORK AND GO NORTHWEST FOR
 KD1137'0.5 MILE TO A GATE ON THE LEFT OPPOSITE MR. POLSONS FARMHOUSE
 KD1137'AND THE STATION AS DESCRIBED.
 KD1137'
 KD1137'REFERENCE MARK NO. 3 IS 105.19 FEET NORTHEAST OF THE STATION, 107
 KD1137'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF GARAGE, 30 FEET
 KD1137'WEST OF THE CENTER OF ROCK ROAD IN A FENCELINE, AND 1 FOOT SOUTH OF
 KD1137'A NEW STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 KD1137'IS STAMPED BOSTON NO 3 1948.
 KD1137'
 KD1137'REFERENCE MARK NO. 4 IS 104.86 FEET SOUTHEAST OF THE STATION, 30
 KD1137'FEET WEST OF THE CENTER OF ROCK ROAD IN FENCELINE, AND 1 FOOT
 KD1137'NORTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES
 KD1137'AND THE DISK IS STAMPED BOSTON NO 4 1948.
 KD1137'
 KD1137'AZIMUTH MARK IS 0.35 MILE NORTHWEST OF THE STATION, 45 FEET
 KD1137'SOUTH OF A POWER POLE, 40 FEET EAST OF THE CENTER OF STATE HIGHWAY
 KD1137'129, 32 FEET SOUTH OF A SOUTH GATE POST, 13 FEET SOUTH OF A T-FENCE
 KD1137'INTERSECTION, AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS 10
 KD1137'INCHES AND THE DISK IS STAMPED BOSTON 1948.
 KD1137'
 KD1137'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DIRT ROAD
 KD1137'FOR 0.2 MILE TO A GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND
 KD1137'GO WEST ACROSS PASTURE ALONG THE NORTH SIDE OF FENCE FOR 0.2
 KD1137'MILE TO THE AZIMUTH MARK AS DESCRIBED.
 KD1137'
 KD1137'THE DISTANCE BETWEEN REFERENCE MARKS IS 147.28 FEET.
 KD1137
 KD1137                          STATION RECOVERY (1966)
 KD1137
 KD1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1137'STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND THE
 KD1137'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1960 AND FOUND IN GOOD
 KD1137'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KD1137'
 KD1137'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0974 ***********************************************************************
 HE0974  DESIGNATION -  BOSTON
 HE0974  PID         -  HE0974
 HE0974  STATE/COUNTY-  MO/BARTON
 HE0974  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0974
 HE0974                         *CURRENT SURVEY CONTROL
 HE0974  ___________________________________________________________________
 HE0974* NAD 83(1997)-  37 23 50.03319(N)    094 15 14.56315(W)     ADJUSTED  
 HE0974* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 HE0974  ___________________________________________________________________
 HE0974  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 HE0974  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HE0974
 HE0974  HORZ ORDER  -  SECOND
 HE0974
 HE0974.The horizontal coordinates were established by classical geodetic methods
 HE0974.and adjusted by the National Geodetic Survey in February 2000..
 HE0974
 HE0974.The orthometric height was scaled from a topographic map.
 HE0974
 HE0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0974
 HE0974.The geoid height was determined by GEOID03.
 HE0974
 HE0974;                    North         East     Units Scale Factor Converg.
 HE0974;SPC MO W     -   136,580.525   871,777.160   MT  0.99994702   +0 08 57.8
 HE0974;UTM  15      - 4,139,677.845   389,000.759   MT  0.99975177   -0 45 42.1
 HE0974
 HE0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0974!SPC MO W     -   0.99995643  x   0.99994702  =   0.99990345
 HE0974!UTM  15      -   0.99995643  x   0.99975177  =   0.99970821
 HE0974
 HE0974|---------------------------------------------------------------------|
 HE0974| PID    Reference Object                     Distance      Geod. Az  |
 HE0974|                                                           dddmmss.s |
 HE0974| AJ6851 BOSTON RM 1                          22.049 METERS 08922     |
 HE0974| AI3272 BOSTON AZ MK                        APPROX. 0.7 KM 0934543.4 |
 HE0974| HE0924 GOLDEN CITY ATT MICROWAVE TWR       APPROX. 8.7 KM 1132341.0 |
 HE0974| HE0982 JASPER MUNICIPAL TANK               APPROX. 8.1 KM 2141313.5 |
 HE0974| AJ6850 BOSTON RM 2                          27.014 METERS 31609     |
 HE0974| HE0978 LAMAR MO FARM ASSN GRAIN ELEV       APPROX.10.0 KM 3505106.8 |
 HE0974|---------------------------------------------------------------------|
 HE0974
 HE0974                          SUPERSEDED SURVEY CONTROL
 HE0974
 HE0974  NAD 83(1997)-  37 23 50.03343(N)    094 15 14.56304(W) AD(       ) 2
 HE0974  NAD 83(1997)-  37 23 50.04190(N)    094 15 14.56408(W) AD(       ) 2
 HE0974  NAD 83(1986)-  37 23 50.04502(N)    094 15 14.56119(W) AD(       ) 2
 HE0974  NAD 27      -  37 23 49.85930(N)    094 15 13.75000(W) AD(       ) 2
 HE0974
 HE0974.Superseded values are not recommended for survey control.
 HE0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0974.See file dsdata.txt to determine how the superseded data were derived.
 HE0974
 HE0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8900139678(NAD 83)
 HE0974_MARKER: DS = TRIANGULATION STATION DISK
 HE0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0974_STAMPING: BOSTON 1960
 HE0974_MARK LOGO: CGS   
 HE0974_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0974+STABILITY: SURFACE MOTION
 HE0974
 HE0974  HISTORY     - Date     Condition        Report By
 HE0974  HISTORY     - 1960     MONUMENTED       CGS
 HE0974  HISTORY     - 1961     SEE DESCRIPTION  MOHC
 HE0974  HISTORY     - 19850615 GOOD             NGS
 HE0974
 HE0974                          STATION DESCRIPTION
 HE0974
 HE0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0974'THE STATION IS ALONG THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY
 HE0974'126, 8-3/4 MILES WEST OF GOLDEN CITY, 6-1/2 MILES SOUTH OF
 HE0974'LAMAR, 5-1/4 MILES NORTHEAST OF JASPER AND IN THE SOUTHEAST
 HE0974'QUARTER OF SECTION 29, T 31 N, R 30 W.
 HE0974'
 HE0974'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HE0974'71 AND STATE HIGHWAY 126 APPROXIMATELY 4 MILES NORTH OF JASPER,
 HE0974'GO EAST ON HIGHWAY 126 FOR 2.0 MILES TO A SIDE ROAD ON THE
 HE0974'RIGHT.  CONTINUE EAST ON HIGHWAY 126 FOR 0.45 MILE TO THE
 HE0974'TOP OF A GRADE, A BOARD GATE ON THE RIGHT, A DRIVEWAY AND
 HE0974'THE STATION ON THE LEFT.
 HE0974'
 HE0974'STATION MARKS ARE STANDARD DISKS STAMPED BOSTON 1960.  THE
 HE0974'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HE0974'THE SURFACE OF THE GROUND.  IT IS 39 FEET NORTH OF THE CENTER
 HE0974'OF HIGHWAY 126, 30 FEET EAST OF THE SOUTH GATE POST OF A
 HE0974'WIRE GATE, 6 FEET EAST OF A METAL WITNESS POST AND 2 FEET
 HE0974'SOUTH OF AN EAST-WEST FENCE.  THE UNDERGROUND DISK IS SET IN
 HE0974'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE
 HE0974'OF THE GROUND.
 HE0974'
 HE0974'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOSTON NO
 HE0974'1 1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HE0974'SURFACE OF THE GROUND.  IT IS 103 FEET EAST OF THE SOUTH GATE
 HE0974'POST OF THE WIRE GATE, 41.5 FEET NORTH OF THE CENTER OF
 HE0974'HIGHWAY 126 AND 1.5 FEET NORTH OF THE EAST-WEST FENCE.
 HE0974'
 HE0974'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOSTON NO 2
 HE0974'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 HE0974'INCHES.  IT IS 57.5 FEET NORTHWEST OF THE NORTH GATE POST
 HE0974'OF THE WIRE GATE, 28 FEET NORTHEAST OF THE CENTER OF THE
 HE0974'DRIVEWAY AND 1 FOOT NORTHEAST A FENCE.
 HE0974'
 HE0974'AZIMUTH MARK, A STANDARD DISK STAMPED BOSTON 1960, IS SET
 HE0974'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 HE0974'38.5 FEET SOUTH OF THE CENTER OF HIGHWAY 126, 1.9 FEET NORTHEAST
 HE0974'OF A METAL WITNESS POST AND 1.5 FEET WEST OF A POWER POLE.
 HE0974'
 HE0974'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 HE0974'126 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT, APPROXIMATELY
 HE0974'200 FEET WEST OF A CROSSROAD.
 HE0974'
 HE0974'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HE0974'
 HE0974'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE0974
 HE0974                          STATION RECOVERY (1961)
 HE0974
 HE0974'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 HE0974'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 HE0974
 HE0974                          STATION RECOVERY (1985)
 HE0974
 HE0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HE0974'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE0974'WERE ALL RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 HE0974'THE REFERENCE MARKS AGREED WITH 1960 DATA, AS DID THE DIRECTION TO A
 HE0974'DISTANT LANDMARK.  THE UNDERGROUND MARK WAS NOT INSPECTED.  THE
 HE0974'AZIMUTH MARK WAS POSITIONED BY ELECTRONIC TRAVERSE.  A NEW DESCRIPTION
 HE0974'FOLLOWS.  THE STATION IS LOCATED ABOUT 14.1 KM (8.75 MI) W OF GOLDEN
 HE0974'CITY, 10.5 KM (6.50 MI) S OF LAMAR, 8.4 KM (5.20 MI) NE OF JASPER, IN
 HE0974'THE SE1/4, SEC29, 731N, R30W AND ON THE N RIGHT-OF-WAY OF STATE HWY
 HE0974'120, ADJACENT TO PROPERTY OWNED BY CARL STOCKDALE.  OWNERSHIP- CARL
 HE0974'STOCKDALE, ROUTE 3, JASPER, MISSOURI 64755.  REFERENCE MARK 2 IS ON
 HE0974'THE PROPERTY. TO REACH THE STATION FROM THE JUNCTION OF US HWY 71 AND
 HE0974'STATE HWY 126, ABOUT 6.4 KM (3.95 MI) N OF JASPER, GO E ON HWY 126 FOR
 HE0974'4.02 KM (2.50 MI) TO THE CREST OF A HILL AND THE STATION ON THE RIGHT,
 HE0974'JUST E OF THE DRIVEWAY TO THE STOCKDALE HOUSE.  THE STATION IS A
 HE0974'STANDARD CGS DISK STAMPED BOSTON 1960, SET INTO THE TOP OF A SQUARE
 HE0974'CONCRETE MONUMENT 30.0 CM OR 12.0 INCHES IN DIAMETER 2 CM OR 1 INCH
 HE0974'BELOW THE GROUND LOCATED 11.9 M (39.0 FT) N FROM THE CENTERLINE OF THE
 HE0974'HWY, 9.14 M (29.99 FT) E FROM THE S END OF A BOARD GATE, 1.83 M (6.00
 HE0974'FT) ESE FROM A WITNESS POST, AND 0.61 M (2.00 FT) S FROM THE N
 HE0974'RIGHT-OF-WAY FENCE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 HE0974'STAMPED BOSTON NO 1 1960, SET INTO THE TOP OF A SQUARE CONCRETE
 HE0974'MONUMENT 30 CM OR 12 INCHES IN DIAMETER FLUSH WITH GROUND 31.4 M
 HE0974'(103.0 FT) E FROM THE S END OF THE GATE, 12.6 M (41.3 FT) N FROM THE
 HE0974'CENTERLINE OF THE HWY, 0.46 M (1.51 FT) N FROM THE RIGHT-OF-WAY FENCE
 HE0974'AND 4.0 FT (1.2 M) BELOW THE STATION.  REFERENCE MARK NO 2 IS A
 HE0974'STANDARD CGS DISK STAMPED BOSTON NO 2 1960, SET INTO THE TOP OF A
 HE0974'SQUARE CONCRETE MONUMENT 30.0 CM OR 12.0 INCHES IN DIAMETER RECESSED 2
 HE0974'CM OR 1 INCH ABOVE THE GROUND LOCATED 17.53 M (57.51 FT) NW FROM THE N
 HE0974'END OF THE GATE, 8.5 M (27.9 FT) NE FROM THE CENTERLINE OF THE
 HE0974'DRIVEWAY TO THE FARMHOUSE, 0.46 M (1.51 FT) SW FROM A NW/SW FENCE, AND
 HE0974'LEVEL WITH THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 HE0974'STAMPED BOSTON 1960, SET INTO THE TOP OF SQUARE CONCRETE MONUMENT 30
 HE0974'CM OR 12 INCHES IN DIAMETER PROJECTING 15 CM OR 6 INCHES ABOVE THE
 HE0974'GROUND LOCATED 11.7 M (38.4 FT) S FROM THE CENTERLINE OF THE HWY, 0.58
 HE0974'M (1.90 FT) NE FROM A WITNESS POST, AND 0.46 M (1.51 FT) W FROM A
 HE0974'POWERLINE POLE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON
 HE0974'THE HWY FOR 0.72 KM (0.45 MI) TO THE MARK ON THE RIGHT, ABOUT 61 M
 HE0974'(200.1 FT) W OF STATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3272 ***********************************************************************
 AI3272  DESIGNATION -  BOSTON AZ MK
 AI3272  PID         -  AI3272
 AI3272  STATE/COUNTY-  MO/BARTON
 AI3272  USGS QUAD   -  KENOMA (1972)
 AI3272
 AI3272                         *CURRENT SURVEY CONTROL
 AI3272  ___________________________________________________________________
 AI3272* NAD 83(1997)-  37 23 48.46993(N)    094 14 44.78441(W)     ADJUSTED  
 AI3272* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 AI3272  ___________________________________________________________________
 AI3272  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AI3272  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AI3272
 AI3272  HORZ ORDER  -  SECOND
 AI3272
 AI3272.The horizontal coordinates were established by classical geodetic methods
 AI3272.and adjusted by the National Geodetic Survey in November 2001..
 AI3272
 AI3272.The orthometric height was scaled from a topographic map.
 AI3272
 AI3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3272
 AI3272.The geoid height was determined by GEOID03.
 AI3272
 AI3272;                    North         East     Units Scale Factor Converg.
 AI3272;SPC MO W     -   136,534.275   872,509.694   MT  0.99994742   +0 09 15.8
 AI3272;UTM  15      - 4,139,619.965   389,732.321   MT  0.99974977   -0 45 24.0
 AI3272
 AI3272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3272!SPC MO W     -   0.99995772  x   0.99994742  =   0.99990514
 AI3272!UTM  15      -   0.99995772  x   0.99974977  =   0.99970750
 AI3272
 AI3272                          SUPERSEDED SURVEY CONTROL
 AI3272
 AI3272.No superseded survey control is available for this station.
 AI3272
 AI3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8973239620(NAD 83)
 AI3272_MARKER: DZ = AZIMUTH MARK DISK
 AI3272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3272_STAMPING: BOSTON 1960
 AI3272_MARK LOGO: CGS   
 AI3272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3272+STABILITY: SURFACE MOTION
 AI3272
 AI3272  HISTORY     - Date     Condition        Report By
 AI3272  HISTORY     - 1960     MONUMENTED       CGS
 AI3272  HISTORY     - 19850615 GOOD             NGS
 AI3272
 AI3272                          STATION DESCRIPTION
 AI3272
 AI3272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AI3272'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) W OF GOLDEN CITY, 8.8
 AI3272'KM (5.45 MI) NE OF JASPER, 4.8 KM (3.00 MI) E OF US HWY 71 AND ON THE
 AI3272'S RIGHT-OF-WAY OF STATE HIGHWAY 126, ABOUT 61 M (200.1 FT) W OF THE
 AI3272'JUNCTION WITH STATE ROAD JJ.  TO REACH THE STATION FROM THE JUNCTION
 AI3272'OF US HWY 71 AND STATE HIGHWAY 126, ABOUT 6.4 KM (3.95 MI) N OF
 AI3272'JASPER, GO E ON HWY 126 FOR 4.75 KM (2.95 MI) TO THE JUNCTION WITH
 AI3272'STATE ROAD JJ AND THE STATION ON THE RIGHT.  THE STATION MARK IS A
 AI3272'STANDARD CGS AZIMUTH MARK DISK, STAMPED BOSTON 1960, SET INTO THE TOP
 AI3272'OF A 30 CM SQUARE CONCRETE MONUMENT THAT PROJECTS 15 CM ABOVE THE
 AI3272'GROUND.  IT IS 11.7 M (38.4 FT) S FROM THE CENTERLINE OF THE HWY, 0.58
 AI3272'M (1.90 FT) NE FROM A WITNESS POST AND 0.46 M (1.51 FT) W FROM A
 AI3272'POWERLINE POLE.  THE STATION WAS SET IN 1960 AND POSITIONED BY
 AI3272'ELECTRONIC TRAVERSE IN 1985.  DESCRIBED BY JA A ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1215 ***********************************************************************
 KD1215  DESIGNATION -  BOSWORTH
 KD1215  PID         -  KD1215
 KD1215  STATE/COUNTY-  MO/CARROLL
 KD1215  USGS QUAD   -  BOSWORTH (1978)
 KD1215
 KD1215                         *CURRENT SURVEY CONTROL
 KD1215  ___________________________________________________________________
 KD1215* NAD 83(1997)-  39 28 15.60333(N)    093 21 51.09175(W)     ADJUSTED  
 KD1215* NAVD 88     -       246.26   (+/-2cm)     807.9    (feet)  VERTCON   
 KD1215  ___________________________________________________________________
 KD1215  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 KD1215  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD1215
 KD1215  HORZ ORDER  -  SECOND
 KD1215  VERT ORDER  -  THIRD ? (See Below)
 KD1215
 KD1215.The horizontal coordinates were established by classical geodetic methods
 KD1215.and adjusted by the National Geodetic Survey in February 2000..
 KD1215
 KD1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1215.The vertical order pertains to the NGVD 29 superseded value.
 KD1215
 KD1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1215
 KD1215.The geoid height was determined by GEOID03.
 KD1215
 KD1215;                    North         East     Units Scale Factor Converg.
 KD1215;SPC MO C     -   404,074.314   425,641.409   MT  1.00000139   -0 32 57.8
 KD1215;UTM  15      - 4,369,109.469   468,674.069   MT  0.99961208   -0 13 53.5
 KD1215
 KD1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1215!SPC MO C     -   0.99996648  x   1.00000139  =   0.99996787
 KD1215!UTM  15      -   0.99996648  x   0.99961208  =   0.99957857
 KD1215
 KD1215|---------------------------------------------------------------------|
 KD1215| PID    Reference Object                     Distance      Geod. Az  |
 KD1215|                                                           dddmmss.s |
 KD1215| CL8930 BOSWORTH RM 3                        40.136 METERS 04239     |
 KD1215| KD1190 BRUNSWICK MUNICIPAL TANK            APPROX.20.8 KM 1025731.4 |
 KD1215| CL8928 BOSWORTH RM 1 AZIMUTH                              1970925.8 |
 KD1215| KD1218 CARROLLTON MUNICIPAL TANK           APPROX.17.1 KM 2221805.1 |
 KD1215| CL8929 BOSWORTH RM 2                        93.519 METERS 30408     |
 KD1215|---------------------------------------------------------------------|
 KD1215
 KD1215                          SUPERSEDED SURVEY CONTROL
 KD1215
 KD1215  NAD 83(1997)-  39 28 15.60637(N)    093 21 51.09547(W) AD(       ) 2
 KD1215  NAD 83(1986)-  39 28 15.60750(N)    093 21 51.09431(W) AD(       ) 2
 KD1215  NAD 27      -  39 28 15.52410(N)    093 21 50.33340(W) AD(       ) 2
 KD1215  NGVD 29 (07/19/86)  246.21   (m)          807.8    (f) LEVELING    3  
 KD1215
 KD1215.Superseded values are not recommended for survey control.
 KD1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1215.See file dsdata.txt to determine how the superseded data were derived.
 KD1215
 KD1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6867469109(NAD 83)
 KD1215_MARKER: DS = TRIANGULATION STATION DISK
 KD1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1215
 KD1215  HISTORY     - Date     Condition        Report By
 KD1215  HISTORY     - 1928     MONUMENTED       CGS
 KD1215  HISTORY     - 1935     GOOD             CGS
 KD1215  HISTORY     - 1948     GOOD             CGS
 KD1215  HISTORY     - 1964     GOOD             CGS
 KD1215
 KD1215                          STATION DESCRIPTION
 KD1215
 KD1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1215'STATION WAS FOUND IN GOOD CONDITION ON LAND DESCRIBED, NOW
 KD1215'FARMED BY FRANK DANIELS.  THE APPLE TREES USED FOR REFERENCES
 KD1215'ARE GONE.  THE DESCRIPTION SHOULD READ- 278 FEET E OF W
 KD1215'SECTION-LINE ROAD, 320 FEET S OF N SECTION-LINE ROAD, 191 FEET
 KD1215'S OF HOUSE, 1 FOOT W OF LINE OF E SIDE OF N CHIMNEY OF HOUSE AND
 KD1215'W SIDE OF LEANING WHITE ELM TREE 30 FEET S OF HOUSE, 100 FEET
 KD1215'SE OF 15-INCH APPLE TREE, 65 FEET SW OF 12-INCH APPLE TREE IN S
 KD1215'FENCE OF GARDEN AND 65 FEET SSE OF CORNER POST IN SW CORNER OF
 KD1215'GARDEN.
 KD1215'
 KD1215'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION 1/4 MILE S OF N
 KD1215'SECTION-LINE ROAD.
 KD1215'
 KD1215'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION 160 FEET S OF N
 KD1215'SECTION-LINE ROAD.
 KD1215'
 KD1215'ALL OLD TIES STILL HOLD.
 KD1215
 KD1215                          STATION RECOVERY (1948)
 KD1215
 KD1215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1215'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED
 KD1215'FOUND AND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 IS
 KD1215'USED AS AN AZIMUTH MARK AND A NEW REFERENCE MARK NO. 3 WAS
 KD1215'ESTABLISHED.
 KD1215'
 KD1215'A COMPLETE DESCRIPTION FOLLOWS.
 KD1215'
 KD1215'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF BOSWORTH IN A
 KD1215'CULTIVATED FIELD JUST SOUTH OF A GROUP OF FARM BUILDINGS.  IT
 KD1215'IS 258 FEET EAST OF THE CENTER OF HEDGE ROW FENCE, 115 FEET
 KD1215'SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 114 FEET SOUTH OF
 KD1215'AN EAST-WEST WIRE FENCE, AND 98.0 FEET SOUTH-SOUTHEAST OF A
 KD1215'LONE TREE.  IT IS SET 20 INCHES BELOW THE SURFACE OF THE GROUND
 KD1215'AND IS STAMPED BOSWORTH 1928.
 KD1215'
 KD1215'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF A T FENCE INTERSECTION,
 KD1215'20 FEET EAST OF THE CENTER OF A GRADED ROAD, AND 2.5 FEET EAST
 KD1215'OF THE CENTER OF A HEDGE AND WIRE FENCE.  IT IS SET FLUSH WITH
 KD1215'THE GROUND AND IS STAMPED BOSWORTH NO 2 1928.
 KD1215'
 KD1215'REFERENCE MARK NO. 3 IS AT THE NORTH EDGE OF A CULTIVATED FIELD
 KD1215'AND IS 0.5 FOOT WEST OF THE NORTHWEST CORNER OF A BARN.  IT
 KD1215'PROJECTS 2 INCHES AND IS STAMPED BOSWORTH NO 3 1948.
 KD1215'
 KD1215'AZIMUTH MARK (R.M. NO. 1) IS SOUTH-SOUTHWEST OF THE STATION,
 KD1215'23 FEET WEST OF THE CENTER OF A GRADED ROAD, 22 FEET
 KD1215'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 7.0 FEET WEST OF THE END
 KD1215'OF A FENCE, 1.0 FOOT NORTH OF A FENCE, AND 1.0 FOOT EAST OF A
 KD1215'WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED BOSWORTH
 KD1215'NO 1 1928.
 KD1215'
 KD1215'TO REACH THE STATION FROM THE DEPOT IN BOSWORTH, GO NORTHERLY
 KD1215'ON THE MAIN STREET FOR 0.25 MILE TO A FIVE POINT INTERSECTION,
 KD1215'BEAR LEFT AND GO WEST FOR 1.5 MILES TO A HOUSE ON THE LEFT, TURN
 KD1215'LEFT INTO A DRIVEWAY AND GO SOUTH FOR 0.05 MILE TO THE SOUTHEAST
 KD1215'CORNER OF A BARN, TURN RIGHT AND GO WEST FOR ABOUT 200 FEET TO
 KD1215'THE STATION AS DESCRIBED.
 KD1215'
 KD1215'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.05 MILE
 KD1215'TO A ROAD, TURN LEFT AND GO WEST 0.05 MILE TO A CROSSROAD,
 KD1215'TURN LEFT AND GO SOUTH FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 KD1215'
 KD1215'AN 87 FOOT SIGNAL AT MANDEVILLE IS VISIBLE AT 15 FEET.
 KD1215'
 KD1215'AN 87 FOOT SIGNAL AT MOUND IS VISIBLE AT 40 FEET.
 KD1215'
 KD1215'A 4 FOOT SIGNAL AT STOKES IS VISIBLE AT 40 FEET.
 KD1215'
 KD1215'AN 87 FOOT SIGNAL AT HALE 1925 IS VISIBLE AT 40 FEET.
 KD1215
 KD1215                          STATION RECOVERY (1964)
 KD1215
 KD1215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1215'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1215'IN GOOD CONDITION.  REFERENCE MARK NO. 3 IS 155 FEET SOUTH OF
 KD1215'THE CENTER OF AN EAST-WEST GRAVEL, 20 FEET EAST OF THE CENTER
 KD1215'OF A NORTH-SOUTH DIRT ROAD, AND 1 FOOT SOUTH OF A NEW STEEL
 KD1215'WITNESS POST WITH SIGN.  THE MARK IS FLUSH WITH THE SURFACE
 KD1215'OF THE GROUND AND THE DISK IS STAMPED BOSWORTH NO 2 1928.
 KD1215'
 KD1215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 139 AND
 KD1215'COUNTY ROAD M, AT THE BOSWORTH BANK IN THE SMALL TOWN OF BOSWORTH,
 KD1215'BOSWORTH, GO NORTHWEST AND WEST ON COUNTY ROAD M FOR 1.55
 KD1215'MILES TO A DRIVEWAY ON THE LEFT TO A MACHINE SHED JUST BEFORE
 KD1215'COUNTY ROAD M TURNS NORTH.  TURN LEFT INTO DRIVEWAY AND GO
 KD1215'SOUTH-SOUTHWEST FOR 0.05 MILE TO THE NORTHWEST CORNER OF A
 KD1215'SHED AND REFERENCE MARKS NO. 3 AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0683 ***********************************************************************
 GG0683  DESIGNATION -  BOUNDARY MON KS MO OK
 GG0683  PID         -  GG0683
 GG0683  STATE/COUNTY-  MO/NEWTON
 GG0683  USGS QUAD   -  RACINE (1978)
 GG0683
 GG0683                         *CURRENT SURVEY CONTROL
 GG0683  ___________________________________________________________________
 GG0683* NAD 83(1997)-  36 59 54.95605(N)    094 37 04.55211(W)     ADJUSTED  
 GG0683* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 GG0683  ___________________________________________________________________
 GG0683  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 GG0683  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GG0683
 GG0683  HORZ ORDER  -  SECOND
 GG0683
 GG0683.The horizontal coordinates were established by classical geodetic methods
 GG0683.and adjusted by the National Geodetic Survey in February 2000..
 GG0683
 GG0683.The orthometric height was scaled from a topographic map.
 GG0683
 GG0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0683
 GG0683.The geoid height was determined by GEOID03.
 GG0683
 GG0683;                    North         East     Units Scale Factor Converg.
 GG0683;SPC MO W     -    92,320.460   839,503.175   MT  0.99994253   -0 04 15.5
 GG0683;SPC KS S     -   444,033.671   745,477.876   MT  1.00006349   +2 23 08.3
 GG0683;SPC OK N     -   227,005.905   901,003.458   MT  1.00005055   +1 59 45.3
 GG0683;SPC OK N     -   744,768.54  2,956,042.18   sFT  1.00005055   +1 59 45.3
 GG0683;UTM  15      - 4,095,940.374   356,034.884   MT  0.99985533   -0 58 25.8
 GG0683
 GG0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0683!SPC MO W     -   0.99995564  x   0.99994253  =   0.99989817
 GG0683!SPC KS S     -   0.99995564  x   1.00006349  =   1.00001913
 GG0683!SPC OK N     -   0.99995564  x   1.00005055  =   1.00000619
 GG0683!UTM  15      -   0.99995564  x   0.99985533  =   0.99981098
 GG0683
 GG0683                          SUPERSEDED SURVEY CONTROL
 GG0683
 GG0683  NAD 83(1997)-  36 59 54.95605(N)    094 37 04.55211(W) AD(       ) 2
 GG0683  NAD 83(1997)-  36 59 54.95604(N)    094 37 04.55211(W) AD(       ) 2
 GG0683  NAD 83(1997)-  36 59 54.96225(N)    094 37 04.55418(W) AD(       ) 2
 GG0683  NAD 83(1986)-  36 59 54.97093(N)    094 37 04.54902(W) AD(       ) 2
 GG0683  NAD 27      -  36 59 54.74705(N)    094 37 03.73493(W) AD(       ) 2
 GG0683
 GG0683.Superseded values are not recommended for survey control.
 GG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0683.See file dsdata.txt to determine how the superseded data were derived.
 GG0683
 GG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5603595940(NAD 83)
 GG0683_MARKER: Z = SEE DESCRIPTION
 GG0683_SETTING: 0 = UNSPECIFIED SETTING
 GG0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0683+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2002
 GG0683
 GG0683  HISTORY     - Date     Condition        Report By
 GG0683  HISTORY     - 1935     MONUMENTED       CGS
 GG0683  HISTORY     - 20020629 GOOD             GEOCAC
 GG0683
 GG0683                          STATION DESCRIPTION
 GG0683
 GG0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 GG0683'AND 166 IN BAXTER SPRINGS, GO EAST ON HIGHWAY 166 FOR 7.3
 GG0683'MILES TO THE MISSOURI STATE LINE AND A GRAVELED CROSS ROAD.
 GG0683'TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.35 MILE
 GG0683'TO A BOUNDRY MARKER ON THE RIGHT.
 GG0683'
 GG0683'THE BOUNDRY MONUMENT IS MADE OF ROCK WITH A ROUND CONCRETE TOP.
 GG0683'IT HAS A BRASS PLATE ON THE SOUTH SIDE WITH THE INSCRIPTION
 GG0683'OKLAHOMA 1907 AND A BRASS PLATE ON THE NORTH SIDE WITH THE
 GG0683'INSCRIPTION KANSAS 18 STATE CORNERS 50 FEET EAST OF CENTER OF
 GG0683'MONUMENT.  THE POINT HELD BY THIS PARTY WAS THE CENTER OF
 GG0683'THE CONCRETE TOP OF THE MONUMENT.
 GG0683
 GG0683                          STATION RECOVERY (2002)
 GG0683
 GG0683'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 GG0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0783 ***********************************************************************
 JC0783  DESIGNATION -  BOURBON
 JC0783  PID         -  JC0783
 JC0783  STATE/COUNTY-  MO/CRAWFORD
 JC0783  USGS QUAD   -  ARGO (1980)
 JC0783
 JC0783                         *CURRENT SURVEY CONTROL
 JC0783  ___________________________________________________________________
 JC0783* NAD 83(1997)-  38 08 07.81040(N)    091 15 48.99044(W)     ADJUSTED  
 JC0783* NAVD 88     -       311.804  (meters)    1022.98   (feet)  ADJUSTED  
 JC0783  ___________________________________________________________________
 JC0783  X           -    -110,777.213 (meters)                     COMP
 JC0783  Y           -  -5,022,155.156 (meters)                     COMP
 JC0783  Z           -   3,917,458.843 (meters)                     COMP
 JC0783  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 JC0783  ELLIP HEIGHT-         281.36  (meters)          (02/17/00) GPS OBS
 JC0783  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JC0783  DYNAMIC HT  -         311.585 (meters)    1022.26  (feet)  COMP
 JC0783  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 JC0783
 JC0783  HORZ ORDER  -  FIRST
 JC0783  VERT ORDER  -  FIRST     CLASS II
 JC0783  ELLP ORDER  -  FOURTH    CLASS I
 JC0783
 JC0783.The horizontal coordinates were established by GPS observations
 JC0783.and adjusted by the National Geodetic Survey in February 2000..
 JC0783
 JC0783.The orthometric height was determined by differential leveling
 JC0783.and adjusted by the National Geodetic Survey in June 1991..
 JC0783
 JC0783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC0783
 JC0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0783
 JC0783.The ellipsoidal height was determined by GPS observations
 JC0783.and is referenced to NAD 83.
 JC0783
 JC0783.The geoid height was determined by GEOID03.
 JC0783
 JC0783.The dynamic height is computed by dividing the NAVD 88
 JC0783.geopotential number by the normal gravity value computed on the
 JC0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0783.degrees latitude (g = 980.6199 gals.).
 JC0783
 JC0783.The modeled gravity was interpolated from observed gravity values.
 JC0783
 JC0783;                    North         East     Units Scale Factor Converg.
 JC0783;SPC MO E     -   255,747.219   183,057.975   MT  0.99998850   -0 28 17.6
 JC0783;SPC MO C     -   256,193.987   608,389.982   MT  1.00007798   +0 45 48.9
 JC0783;UTM  15      - 4,222,273.708   652,175.185   MT  0.99988521   +1 04 20.9
 JC0783
 JC0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0783!SPC MO E     -   0.99995585  x   0.99998850  =   0.99994435
 JC0783!SPC MO C     -   0.99995585  x   1.00007798  =   1.00003383
 JC0783!UTM  15      -   0.99995585  x   0.99988521  =   0.99984107
 JC0783
 JC0783:                Primary Azimuth Mark                     Grid Az
 JC0783:SPC MO E     -  BOURBON WEST TANK                        023 00 41.5
 JC0783:SPC MO C     -  BOURBON WEST TANK                        021 46 35.0
 JC0783:UTM  15      -  BOURBON WEST TANK                        021 28 03.0
 JC0783
 JC0783|---------------------------------------------------------------------|
 JC0783| PID    Reference Object                     Distance      Geod. Az  |
 JC0783|                                                           dddmmss.s |
 JC0783| CN5754 BOURBON WEST TANK                                  0223223.9 |
 JC0783| JC1476 BOURBON MUNICIPAL TANK              APPROX. 3.0 KM 0314958.7 |
 JC0783| CN5753 BOURBON SOUTH TANK                                 0363046.8 |
 JC0783| JC1474 BOURBON CRAWFORD ELEC RAD MAST      APPROX. 5.4 KM 0463508.9 |
 JC0783| JC0784 BOURBON RM 1                         29.364 METERS 05654     |
 JC0783| JC1486 LEASBURG LOOKOUT TOWER              APPROX. 5.7 KM 2023120.2 |
 JC0783| JC0785 BOURBON RM 2                         26.632 METERS 20726     |
 JC0783| JC1487 CUBA MUNICIPAL TANK                 APPROX.15.3 KM 2370210.3 |
 JC0783| CN5752 BOURBON AZ MK                                      2703617.1 |
 JC0783|---------------------------------------------------------------------|
 JC0783
 JC0783                          SUPERSEDED SURVEY CONTROL
 JC0783
 JC0783  NAD 83(1997)-  38 08 07.81396(N)    091 15 48.99067(W) AD(       ) 1
 JC0783  NAD 83(1986)-  38 08 07.82325(N)    091 15 48.99095(W) AD(       ) 1
 JC0783  NAD 83(1986)-  38 08 07.82325(N)    091 15 48.99095(W) AD(       ) 1
 JC0783  NAD 27      -  38 08 07.65400(N)    091 15 48.47300(W) AD(       ) 1
 JC0783  NAVD 88 (01/22/97)  311.8    (m)         1023.     (f) LEVELING    3  
 JC0783  NGVD 29 (??/??/92)  311.809  (m)         1022.99   (f) ADJ UNCH    1 2
 JC0783
 JC0783.Superseded values are not recommended for survey control.
 JC0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0783.See file dsdata.txt to determine how the superseded data were derived.
 JC0783
 JC0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5217522274(NAD 83)
 JC0783_MARKER: DH = HORIZONTAL CONTROL DISK
 JC0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0783_STAMPING: BOURBON 1933
 JC0783_MARK LOGO: CGS   
 JC0783_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0783+STABILITY: SURFACE MOTION
 JC0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0783+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC0783
 JC0783  HISTORY     - Date     Condition        Report By
 JC0783  HISTORY     - 1933     MONUMENTED       CGS
 JC0783  HISTORY     - 1949     GOOD             NGS
 JC0783  HISTORY     - 1956     GOOD             CGS
 JC0783  HISTORY     - 1978     GOOD             NGS
 JC0783  HISTORY     - 19950119 GOOD             MODNR
 JC0783
 JC0783                          STATION DESCRIPTION
 JC0783
 JC0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 JC0783'ABOUT 2.1 MILES SOUTH OF BOURBON, ON SOUTH SIDE OF UNITED STATES
 JC0783'HIGHWAY 66, IN YARD OF A PHILLIPS 66 FILLING STATION NAMED
 JC0783'HIHILL, OWNED BY MISS M.J. POPITOWITZ, WHO LIVES ABOUT 0.75 MILE
 JC0783'NORTH OF STATION.  STATION IS 43 FEET FROM CENTER LINE OF
 JC0783'HIGHWAY, 66.131 FEET FROM NORTHEAST CORNER OF FILLING STATION,
 JC0783'AND 17.5 FEET FROM RAILROAD FENCE LINE.  SURFACE AND UNDERGROUND
 JC0783'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 JC0783'UPPER MARK PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 JC0783'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 JC0783'CONCRETE.  NO. 1 IS JUST INSIDE OF RAILROAD
 JC0783'FENCE LINE AND 29.38 METERS (96.4 FEET) FROM STATION
 JC0783'NO. 2 IS INSIDE OF RAILROAD FENCE LINE,
 JC0783'AND 26.65 METERS (87.4 FEET) FROM STATION.
 JC0783'AZIMUTH MARK IS ABOUT 80 FEET NORTH OF CENTER LINE
 JC0783'OF UNITED STATES ROUTE 66, 20 FEET SOUTHEAST OF LARGE
 JC0783'BARNSDALL GASOLINE SIGN, AND 0.6 MILE FROM STATION.
 JC0783'BEARING FROM STATION TO BOURBON
 JC0783'TO CUBA BLACK WATER TANK S 57 DEG 02 MIN W.
 JC0783
 JC0783                          STATION RECOVERY (1949)
 JC0783
 JC0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JC0783'1.5 MI SW FROM BOURBON.
 JC0783'ABOUT 1.5 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0783'FROM THE STATION AT BOURBON, 128 FEET NORTHEAST OF THE NORTH CORNER
 JC0783'OF HIGH HILL TEXACO SERVICE STATION, 96.4 FEET SOUTHWEST OF R.M.
 JC0783'NO 1, 87.4 FEET NORTH OF R.M. NO. 2, 64 FEET WEST-NORTHWEST OF THE
 JC0783'WEST-NORTHWEST RAIL, 43 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 JC0783'HIGHWAY 66, 12 FEET ABOVE THE LEVEL OF THE TRACK, ABOUT LEVEL WITH
 JC0783'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JC0783
 JC0783                          STATION RECOVERY (1956)
 JC0783
 JC0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC0783'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 JC0783'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS-
 JC0783'
 JC0783'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF A PAVED ROAD
 JC0783'JUST NORTH OF A WIDE CURVE WHERE THE ROAD TURNS WEST ABOUT
 JC0783'1-3/4 MILE SOUTHWEST OF BOURBON, 7 MILES AIRLINE SOUTHWEST
 JC0783'OF SULLIVAN, AND 9 MILES AIRLINE NORTHEAST OF CUBA.
 JC0783'
 JC0783'TO REACH THE STATION FROM THE POST OFFICE IN BOURBON GO WEST,
 JC0783'CROSS SOME RAILROAD TRACKS, AND GO 0.05 MILE TO AN INTERSECTION.
 JC0783'TURN LEFT AND GO SOUTH AND SOUTHWEST 0.15 MILE TO A CROSS ROAD.
 JC0783'TURN LEFT AND GO SOUTH AND SOUTHWEST 1.4 MILE TO THE STATION ON
 JC0783'THE LEFT.
 JC0783'
 JC0783'THE STATION MARK IS A STANDARD DISK STAMPED BOURBON 1933 SET
 JC0783'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 4
 JC0783'INCHES ABOVE THE GROUND.  IT IS NEAR THE NORTHEAST EDGE OF A
 JC0783'LAWN, 44 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, ABOUT
 JC0783'100 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL HOUSE,
 JC0783'AND ABOUT 50 FEET NORTHWEST OF THE CENTERLINE OF A RAILROAD
 JC0783'TRACK THAT RUNS THROUGH A DEEP CUT BANK BY THE STATION.
 JC0783'
 JC0783'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BOURBON
 JC0783'NO 1 1933 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 JC0783'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 1.5 FEET WEST OF
 JC0783'A WITNESS POST, 52 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 JC0783'AND 2 FEET LOWER THAN THE STATION.
 JC0783'
 JC0783'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BOURBON
 JC0783'NO 2 1933 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 JC0783'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF
 JC0783'A WITNESS POST AND 3 FEET HIGHER THAN THE STATION.
 JC0783'
 JC0783'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF THE PAVED
 JC0783'ROAD THAT RUNS SOUTHWEST PAST THE STATION THEN CURVES WEST.
 JC0783'IT IS A STANDARD REFERENCE MARK DISK STAMPED BOURBON 1933 AZI
 JC0783'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH
 JC0783'WITH THE GROUND.  IT IS 31 FEET NORTH OF THE CENTERLINE OF THE
 JC0783'ROAD AND 15 FEET EAST OF A FENCE CORNER.  TO REACH THE AZIMUTH
 JC0783'MARK FROM THE STATION GO WEST 0.7 MILE TO A FENCE CORNER AND
 JC0783'THE AZIMUTH MARK ON THE RIGHT.
 JC0783'
 JC0783'HEIGHT OF TOWER - 77 FT.
 JC0783
 JC0783                          STATION RECOVERY (1978)
 JC0783
 JC0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JC0783'ALTHOUGH THE STATION MARK AND REFERENCE MARK 1 WERE REPORTED LOST, ALL
 JC0783'MARKS WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER
 JC0783'GROUND VISIBLE AND IT IS ESTIMATED A 20 FOOT TALL STAND WOULD BE
 JC0783'NEEDED AT THE STATION FOR VISIBILITY.  THERE IS DENSE BRUSH ON LINE TO
 JC0783'REFERENCE MARK 1 AND THERE ARE LILAC BUSHES ON LINE TO REFERENCE MARK
 JC0783'2.  THE DIRECTION TO REFERENCE MARK 1, FROM THE BOURBON CRAWFORD
 JC0783'ELECTRIC COOPERATIVE RADIO MAST, DIFFERED BY 41 SECONDS SMALLER THAN
 JC0783'1956 DATA, WHILE THE DIRECTION TO REFERENCE MARK 2 DIFFERED BY 1
 JC0783'MINUTE, 15 SECONDS LARGER.  THE DISTANCE TO REFERENCE MARK 1 DIFFERED
 JC0783'BY 0.019 METER SHORTER AND TO REFERENCE MARK 2 WAS 0.001 METER
 JC0783'SHORTER.  FOLLOWING IS A NEW DESCRIPTION.
 JC0783'
 JC0783'STATION IS ABOUT 9 MILES NORTHEAST OF CUBA, 7 MILES SOUTHWEST OF
 JC0783'SULLIVAN, 1-1/2 MILES SOUTHWEST OF BOURBON, 1/2 MILE SOUTHEAST OF
 JC0783'INTERSTATE HIGHWAY 44 AND ON PROPERTY OWNED BY MARVIN E. RAY, POST
 JC0783'OFFICE BOX 148, BOURBON, MISSOURI 65441.  THE RAY HOME IS AT THE
 JC0783'STATION SITE.
 JC0783'
 JC0783'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 44 AND STATE ROADS C,
 JC0783'J AND N AT THE SOUTHWEST EDGE OF BOURBON, GO SOUTHEAST ON ROAD N FOR
 JC0783'0.15 MILE TO A CROSSROAD AT OLD HIGHWAY 66 AND PINE STREETS.  TURN
 JC0783'RIGHT AND GO SOUTHWEST ON OLD HIGHWAY 66 STREET FOR 1.4 MILES TO THE
 JC0783'STATION ON THE LEFT, JUST BEFORE REACHING A STONE HOUSE ON THE LEFT,
 JC0783'A SCHOOL ON THE RIGHT AND AT THE LEADING EDGE OF A CURVE TO THE RIGHT.
 JC0783'
 JC0783'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST FOR 0.7
 JC0783'MILE TO THE MARK ON THE RIGHT.
 JC0783'
 JC0783'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BOURBON 1933---SET
 JC0783'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 JC0783'ABOVE THE GROUND.  IT IS 129.0 FEET NORTHEAST OF THE NORTHEAST CORNER
 JC0783'OF A STONE HOUSE, 55 FEET NORTHWEST OF A RAILROAD CUT, 43.5 FEET
 JC0783'SOUTHEAST OF THE CENTERLINE OF OLD HIGHWAY 66 STREET AND 29.9 FEET
 JC0783'NORTHWEST OF A TELEPHONE LINE POLE WITH THREE METAL BANDS AROUND
 JC0783'IT.  UNDERGROUND MARK WAS NOT INSPECTED.
 JC0783'
 JC0783'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BOURBON NO 1 1933---SET
 JC0783'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 JC0783'INCHES.  IT IS 54.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 30.5
 JC0783'SOUTHWEST OF A TELEPHONE LINE POLE, 28.0 FEET NORTHWEST OF THE
 JC0783'RAILROAD CUT, 1.5 FEET WEST OF A WOODEN WITNESS POST AND ABOUT 2 FEET
 JC0783'LOWER THAN THE STATION.
 JC0783'
 JC0783'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BOURBON NO 2 1933---SET
 JC0783'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 JC0783'ABOVE THE GROUND.  IT IS 84.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JC0783'ROAD, 55.0 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 30.0 FEET
 JC0783'NORTHWEST OF THE RAILROAD CUT, 5.6 FEET NORTHEAST OF A POWERLINE POLE
 JC0783'WITH A METER AND ABOUT THE SAME ELEVATION AS THE STATION.
 JC0783'
 JC0783'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---BOURBON
 JC0783'AZI 1933---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 JC0783'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 31 FEET NORTH OF THE
 JC0783'CENTERLINE OF THE ROAD, 13 FEET EAST OF A FENCE CORNER AND 1 FOOT
 JC0783'NORTH OF A FENCE.  TREE GROWTH HAS OBSTRUCTED THE STATION.  THERE WAS
 JC0783'NO SUITABLE SITE FOR AN ADDITIONAL AZIMUTH MARK.
 JC0783
 JC0783                          STATION RECOVERY (1995)
 JC0783
 JC0783'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC0783'STATION AND REFERENCE MARK 2 ARE STANDARD CGS DISKS IN 12 IN ROUND
 JC0783'CONCRETE POSTS. THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHWEST
 JC0783'OF BOURBON, MO ON THE SOUTHEAST SIDE OF OLD U.S.  HIGHWAY 66 AND ON
 JC0783'PRIVATE PROPERTY IN THE YARD OF MR.  DAN CARRICO (SEE BELOW) .  IT IS
 JC0783'49 FT (14.9 M) NORTHEAST OF THE EXTENDED CENTER LINE OF AN ENTRANCE TO
 JC0783'THE BOURBON HIGH SCHOOL, 43 FT (13.1 M) SOUTHEAST OF THE CENTER LINE
 JC0783'OF OLD U.S. HIGHWAY 66, 11 FT (3.4 M) SSE OF A 4 IN X 4 IN WOODEN POST
 JC0783'COMMON TO A WOODEN PRIVACY FENCE AND CHAIN LINK FENCE AROUND THE YARD,
 JC0783'4.8 FT (1.5 M) SOUTHWEST OF A METAL FENCE POST, 17.4 FT (5.3 M)
 JC0783'SOUTHWEST OF A 5 IN BLACK OAK, 12.3 FT (3.7 M) NORTHWEST OF A 9 IN
 JC0783'PINE, 29.6 FT (9.0 M) NORTHWEST OF A NAIL AND SHINER IN A TELEGRAPH
 JC0783'POLE AND 87.4 FT (26.6 M) NORTH OF REFERENCE MARK NO.  2.  A CARSONITE
 JC0783'WITNESS POST IS DRIVEN NEXT TO THE SOUTHEAST SIDE OF THE MONUMENT. TO
 JC0783'REACH THE STATION FROM THE CENTER OF I-44 EXIT 218 AT BOURBON, MO, GO
 JC0783'SOUTHEAST ON THE OVERPASS (PINE STREET) FOR 0.35 MI (0.56 KM) TO
 JC0783'JUNCTION WITH OLD U.S.  HWY.  66, TURN RIGHT AND GO SOUTHWEST ON OLD
 JC0783'HWY.  66 FOR 1.35 MI (2.17 KM) TO THE STATION ON THE LEFT (SOUTHEAST)
 JC0783'SIDE BEHIND A WOODEN PRIVACY FENCE.  THIS IS JUST PRIOR TO REACHING
 JC0783'THE BOURBON HIGH SCHOOL ON THE RIGHT (NORTHWEST) SIDE, AND THE FENCE
 JC0783'SCREENS THE SWIMMING POOL OF MR.  CARRICO WHO LIVES IN THE ROCK HOUSE
 JC0783'JUST BEYOND THE STATION ON THE LEFT PROPERTY OWNER IS MR.  DAN CARRICO
 JC0783'ROUTE 2 - BOX 238D BOURBON, MO 65441 TEL 314/732-4809 STATION HAS
 JC0783'CONSIDERABLE GPS BLOCKAGE TO SOUTH FROM PINE TREE. DATE OF REPORT
 JC0783'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1474 ***********************************************************************
 JC1474  DESIGNATION -  BOURBON CRAWFORD ELEC RAD MAST
 JC1474  PID         -  JC1474
 JC1474  STATE/COUNTY-  MO/CRAWFORD
 JC1474  USGS QUAD   -  SULLIVAN (1980)
 JC1474
 JC1474                         *CURRENT SURVEY CONTROL
 JC1474  ___________________________________________________________________
 JC1474* NAD 83(1997)-  38 10 08.27269(N)    091 13 07.67358(W)     ADJUSTED  
 JC1474* NAVD 88     -                                                        
 JC1474  ___________________________________________________________________
 JC1474  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 JC1474  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 JC1474
 JC1474  HORZ ORDER  -  THIRD
 JC1474
 JC1474.The horizontal coordinates were established by classical geodetic methods
 JC1474.and adjusted by the National Geodetic Survey in February 2000..
 JC1474
 JC1474
 JC1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1474
 JC1474.The geoid height was determined by GEOID03.
 JC1474
 JC1474;                    North         East     Units Scale Factor Converg.
 JC1474;SPC MO E     -   259,429.891   187,015.118   MT  0.99998217   -0 26 39.2
 JC1474;UTM  15      - 4,226,061.356   656,031.264   MT  0.99989984   +1 06 03.5
 JC1474
 JC1474                          SUPERSEDED SURVEY CONTROL
 JC1474
 JC1474  NAD 83(1997)-  38 10 08.27540(N)    091 13 07.67400(W) AD(       ) 4
 JC1474  NAD 83(1986)-  38 10 08.28479(N)    091 13 07.67359(W) AD(       ) 4
 JC1474  NAD 27      -  38 10 08.11100(N)    091 13 07.16300(W) AD(       ) 3
 JC1474
 JC1474.Superseded values are not recommended for survey control.
 JC1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1474.See file dsdata.txt to determine how the superseded data were derived.
 JC1474
 JC1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5603126061(NAD 83)
 JC1474_MARKER: 42 = RADIO/TV MAST
 JC1474
 JC1474  HISTORY     - Date     Condition        Report By
 JC1474  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1474  HISTORY     - 1978     GOOD             NGS
 JC1474
 JC1474                          STATION DESCRIPTION
 JC1474
 JC1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1474'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH NORTHEAST OF
 JC1474'BOURBON ON THE WEST SIDE OF U.S. HIGHWAY 66.
 JC1474'
 JC1474'THE MAST IS OF STEEL CONSTRUCTION, ALTERNATLY PAINTED ORANGE
 JC1474'AND WHITE, AND IS ABOUT 185 FEET HIGH.  THE CENTER OF THE
 JC1474'TOP OF MAST WAS INTERSECTED.
 JC1474
 JC1474                          STATION RECOVERY (1978)
 JC1474
 JC1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JC1474'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  U.S. HIGHWAY 66 IS
 JC1474'NOW KNOWN AS OLD HIGHWAY 66 STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1476 ***********************************************************************
 JC1476  DESIGNATION -  BOURBON MUNICIPAL TANK
 JC1476  PID         -  JC1476
 JC1476  STATE/COUNTY-  MO/CRAWFORD
 JC1476  USGS QUAD   -  SULLIVAN (1980)
 JC1476
 JC1476                         *CURRENT SURVEY CONTROL
 JC1476  ___________________________________________________________________
 JC1476* NAD 83(1997)-  38 09 29.92691(N)    091 14 44.42120(W)     ADJUSTED  
 JC1476* NAVD 88     -                                                        
 JC1476  ___________________________________________________________________
 JC1476  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 JC1476  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JC1476
 JC1476  HORZ ORDER  -  THIRD
 JC1476
 JC1476.The horizontal coordinates were established by classical geodetic methods
 JC1476.and adjusted by the National Geodetic Survey in February 2000..
 JC1476
 JC1476
 JC1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1476
 JC1476.The geoid height was determined by GEOID03.
 JC1476
 JC1476;                    North         East     Units Scale Factor Converg.
 JC1476;SPC MO E     -   258,266.221   184,650.708   MT  0.99998591   -0 27 38.6
 JC1476;UTM  15      - 4,224,834.469   653,699.295   MT  0.99989095   +1 05 02.8
 JC1476
 JC1476                          SUPERSEDED SURVEY CONTROL
 JC1476
 JC1476  NAD 83(1997)-  38 09 29.93111(N)    091 14 44.42101(W) AD(       ) 4
 JC1476  NAD 83(1986)-  38 09 29.94061(N)    091 14 44.42138(W) AD(       ) 4
 JC1476  NAD 27      -  38 09 29.76800(N)    091 14 43.90800(W) AD(       ) 3
 JC1476
 JC1476.Superseded values are not recommended for survey control.
 JC1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1476.See file dsdata.txt to determine how the superseded data were derived.
 JC1476
 JC1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5369924834(NAD 83)
 JC1476_MARKER: 51 = TANK
 JC1476
 JC1476  HISTORY     - Date     Condition        Report By
 JC1476  HISTORY     - 1934     FIRST OBSERVED   CGS
 JC1476  HISTORY     - 1978     GOOD             NGS
 JC1476
 JC1476                          STATION DESCRIPTION
 JC1476
 JC1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JC1476'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO PREVIOUS DESCRIPTION
 JC1476'EXISTS FOR THE STATION.  FOLLOWING IS A DESCRIPTION.
 JC1476'
 JC1476'THE STATION IS THE CENTER OF THE TOP OF AN ELEVATED WATER TANK HAVING
 JC1476'A CONICAL TOP.  THE STRUCTURE IS ABOUT 50 FEET TALL AND IS LOCATED 1/2
 JC1476'MILE NORTHEAST OF THE JUNCTION OF STATE ROADS C, N AND J AND
 JC1476'INTERSTATE HIGHWAY 44 AND ON THE NORTHWEST SIDE OF HIGHWAY 44 AT
 JC1476'BOURBON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0784 ***********************************************************************
 JC0784  DESIGNATION -  BOURBON RM 1
 JC0784  PID         -  JC0784
 JC0784  STATE/COUNTY-  MO/CRAWFORD
 JC0784  USGS QUAD   -  ARGO (1980)
 JC0784
 JC0784                         *CURRENT SURVEY CONTROL
 JC0784  ___________________________________________________________________
 JC0784* NAD 83(1986)-  38 08 07.     (N)    091 15 49.     (W)     SCALED    
 JC0784* NAVD 88     -       311.322  (meters)    1021.40   (feet)  ADJUSTED  
 JC0784  ___________________________________________________________________
 JC0784  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JC0784  DYNAMIC HT  -         311.103 (meters)    1020.68  (feet)  COMP
 JC0784  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 JC0784
 JC0784  VERT ORDER  -  FIRST     CLASS II
 JC0784
 JC0784.The horizontal coordinates were scaled from a topographic map and have
 JC0784.an estimated accuracy of +/- 6 seconds.
 JC0784
 JC0784.The orthometric height was determined by differential leveling
 JC0784.and adjusted by the National Geodetic Survey in June 1991..
 JC0784
 JC0784.The geoid height was determined by GEOID03.
 JC0784
 JC0784.The dynamic height is computed by dividing the NAVD 88
 JC0784.geopotential number by the normal gravity value computed on the
 JC0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0784.degrees latitude (g = 980.6199 gals.).
 JC0784
 JC0784.The modeled gravity was interpolated from observed gravity values.
 JC0784
 JC0784;                    North         East    Units  Estimated Accuracy
 JC0784;SPC MO E     -   255,720.      183,060.      MT  (+/- 180 meters Scaled)
 JC0784
 JC0784                          SUPERSEDED SURVEY CONTROL
 JC0784
 JC0784  NGVD 29 (??/??/92)  311.327  (m)         1021.41   (f) ADJ UNCH    1 2
 JC0784
 JC0784.Superseded values are not recommended for survey control.
 JC0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0784.See file dsdata.txt to determine how the superseded data were derived.
 JC0784
 JC0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC521222(NAD 83)
 JC0784_MARKER: DR = REFERENCE MARK DISK
 JC0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0784_STAMPING: BOURBON NO 1 1933
 JC0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0784+STABILITY: SURFACE MOTION
 JC0784
 JC0784  HISTORY     - Date     Condition        Report By
 JC0784  HISTORY     - 1933     MONUMENTED       CGS
 JC0784  HISTORY     - 1949     GOOD             NGS
 JC0784  HISTORY     - 1978     GOOD             NGS
 JC0784
 JC0784                          STATION DESCRIPTION
 JC0784
 JC0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0784'1.5 MI SW FROM BOURBON.
 JC0784'ABOUT 1.5 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0784'FROM THE STATION AT BOURBON, 53 FEET EAST-SOUTHEAST OF THE CENTER
 JC0784'LINE OF U.S. HIGHWAY 66, 37 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST
 JC0784'RAIL, 30 FEET SOUTH-SOUTHWEST OF MILE POLE 75-34 AND IN LINE WITH
 JC0784'THE ROW OF POLES, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JC0784'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JC0784'PROJECTING 8 INCHES.
 JC0784
 JC0784                          STATION RECOVERY (1978)
 JC0784
 JC0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 JC0784'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS. 1.4 MILES SOUTHWEST SLONG
 JC0784'OLD HIGHWAY 66 STREET FROM THE JUNCTION WITH PINE STREET AT BOURBON
 JC0784'TO THE MARK ON THE LEFT AT THE LEADING EDGE OF A CURVE IN THE ROAD TO
 JC0784'THE RIGHT, 54 FT SOUTHEAST OF THE CENTERLINE OF THE ROAD, 30.5 FT
 JC0784'SOUTHWEST OF A TELEPHONE LINE POLE, 96.4 FT NORTHEAST OF STATION
 JC0784'BOURBON, 28 FT NORTHWEST OF A RAILROAD CUT AND 1.5 FT WEST OF A
 JC0784'WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0785 ***********************************************************************
 JC0785  DESIGNATION -  BOURBON RM 2
 JC0785  PID         -  JC0785
 JC0785  STATE/COUNTY-  MO/CRAWFORD
 JC0785  USGS QUAD   -  ARGO (1980)
 JC0785
 JC0785                         *CURRENT SURVEY CONTROL
 JC0785  ___________________________________________________________________
 JC0785* NAD 83(1986)-  38 08 07.     (N)    091 15 49.     (W)     SCALED    
 JC0785* NAVD 88     -       312.293  (meters)    1024.58   (feet)  ADJUSTED  
 JC0785  ___________________________________________________________________
 JC0785  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JC0785  DYNAMIC HT  -         312.073 (meters)    1023.86  (feet)  COMP
 JC0785  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 JC0785
 JC0785  VERT ORDER  -  FIRST     CLASS II
 JC0785
 JC0785.The horizontal coordinates were scaled from a topographic map and have
 JC0785.an estimated accuracy of +/- 6 seconds.
 JC0785
 JC0785.The orthometric height was determined by differential leveling
 JC0785.and adjusted by the National Geodetic Survey in June 1991..
 JC0785
 JC0785.The geoid height was determined by GEOID03.
 JC0785
 JC0785.The dynamic height is computed by dividing the NAVD 88
 JC0785.geopotential number by the normal gravity value computed on the
 JC0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0785.degrees latitude (g = 980.6199 gals.).
 JC0785
 JC0785.The modeled gravity was interpolated from observed gravity values.
 JC0785
 JC0785;                    North         East    Units  Estimated Accuracy
 JC0785;SPC MO E     -   255,720.      183,060.      MT  (+/- 180 meters Scaled)
 JC0785
 JC0785                          SUPERSEDED SURVEY CONTROL
 JC0785
 JC0785  NGVD 29 (??/??/92)  312.297  (m)         1024.59   (f) ADJ UNCH    1 2
 JC0785
 JC0785.Superseded values are not recommended for survey control.
 JC0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0785.See file dsdata.txt to determine how the superseded data were derived.
 JC0785
 JC0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC521222(NAD 83)
 JC0785_MARKER: DR = REFERENCE MARK DISK
 JC0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0785_STAMPING: BOURBON NO 2 1933
 JC0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0785+STABILITY: SURFACE MOTION
 JC0785
 JC0785  HISTORY     - Date     Condition        Report By
 JC0785  HISTORY     - 1933     MONUMENTED       CGS
 JC0785  HISTORY     - 1949     GOOD             NGS
 JC0785  HISTORY     - 1978     GOOD             NGS
 JC0785
 JC0785                          STATION DESCRIPTION
 JC0785
 JC0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0785'1.5 MI SW FROM BOURBON.
 JC0785'ABOUT 1.5 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0785'FROM THE STATION AT BOURBON, 87.4 FEET SOUTH OF BOURBON STATION,
 JC0785'84 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66, 53 FEET
 JC0785'NORTHEAST OF THE EAST CORNER OF HIGH HILL TEXACO SERVICE STATION,
 JC0785'46 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 5.5 FEET NORTHEAST
 JC0785'OF A POWER LINE POLE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS
 JC0785'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JC0785'POST PROJECTING 4 INCHES.
 JC0785
 JC0785                          STATION RECOVERY (1978)
 JC0785
 JC0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 JC0785'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS. 1.4 MILES SOUTHWEST ALONG
 JC0785'OLD HIGHWAY 66 STREET FROM THE JUNCTION WITH PINE STREET AT BOURBON
 JC0785'TO THE MARK ON THE LEFT AT THE LEADING EDGE OF A CURVE IN THE ROAD TO
 JC0785'THE RIGHT, 87.4 FEET SOUTH-SOUTHWEST OF STATION BOURBON, 84.5 FT
 JC0785'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 55 FT EAST OF THE NORTHEAST
 JC0785'CORNER OF A STONE HOUSE, 30 FT NORTHWEST OF A RAILROAD CUT AND 5.6 FT
 JC0785'NORTHEAST OF A POWERLINE POLE WHICH HAS AN ELECTRIC METER MOUNTED ON
 JC0785'IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1228 ***********************************************************************
 KD1228  DESIGNATION -  BOWDRY
 KD1228  PID         -  KD1228
 KD1228  STATE/COUNTY-  MO/CARROLL
 KD1228  USGS QUAD   -  CARROLLTON WEST (1978)
 KD1228
 KD1228                         *CURRENT SURVEY CONTROL
 KD1228  ___________________________________________________________________
 KD1228* NAD 83(1997)-  39 18 10.63276(N)    093 30 06.45220(W)     ADJUSTED  
 KD1228* NAVD 88     -       202.83   (+/-2cm)     665.5    (feet)  VERTCON   
 KD1228  ___________________________________________________________________
 KD1228  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 KD1228  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD1228
 KD1228  HORZ ORDER  -  SECOND
 KD1228  VERT ORDER  -  THIRD ? (See Below)
 KD1228
 KD1228.This mark is at Carrollton Mem Airport (K26)
 KD1228
 KD1228.The horizontal coordinates were established by classical geodetic methods
 KD1228.and adjusted by the National Geodetic Survey in February 2000..
 KD1228
 KD1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1228.The vertical order pertains to the NGVD 29 superseded value.
 KD1228
 KD1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1228
 KD1228.The geoid height was determined by GEOID03.
 KD1228
 KD1228;                    North         East     Units Scale Factor Converg.
 KD1228;SPC MO C     -   385,540.463   413,594.506   MT  1.00002523   -0 38 04.5
 KD1228;SPC MO W     -   348,555.910   936,096.992   MT  1.00003241   +0 37 56.4
 KD1228;UTM  15      - 4,350,516.547   456,734.718   MT  0.99962305   -0 19 04.3
 KD1228
 KD1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1228!SPC MO C     -   0.99997330  x   1.00002523  =   0.99999853
 KD1228!SPC MO W     -   0.99997330  x   1.00003241  =   1.00000571
 KD1228!UTM  15      -   0.99997330  x   0.99962305  =   0.99959636
 KD1228
 KD1228:                Primary Azimuth Mark                     Grid Az
 KD1228:SPC MO C     -  CARROLLTON MUNICIPAL TANK                004 10 11.5
 KD1228:SPC MO W     -  CARROLLTON MUNICIPAL TANK                002 54 10.6
 KD1228:UTM  15      -  CARROLLTON MUNICIPAL TANK                003 51 11.3
 KD1228
 KD1228|---------------------------------------------------------------------|
 KD1228| PID    Reference Object                     Distance      Geod. Az  |
 KD1228|                                                           dddmmss.s |
 KD1228| KD1218 CARROLLTON MUNICIPAL TANK           APPROX. 6.0 KM 0033207.0 |
 KD1228| CL8934 BOWDRY RM 3                          73.426 METERS 02117     |
 KD1228| CL8932 BOWDRY RM 1                          40.157 METERS 03008     |
 KD1228| KD1230 BOWDRY 2                             17.779 METERS 07730     |
 KD1228| CL8933 BOWDRY RM 2                          62.201 METERS 08902     |
 KD1228| KD1240 WAVERLY MUNICIPAL TANK              APPROX.10.4 KM 1864139.9 |
 KD1228| KD1229 BOWDRY 2 AZ MK                      APPROX. 0.9 KM 1983337.9 |
 KD1228| CL8931 BOWDRY AZ MK                                       1992634.5 |
 KD1228|---------------------------------------------------------------------|
 KD1228
 KD1228                          SUPERSEDED SURVEY CONTROL
 KD1228
 KD1228  NAD 83(1997)-  39 18 10.63430(N)    093 30 06.45518(W) AD(       ) 2
 KD1228  NAD 83(1986)-  39 18 10.63843(N)    093 30 06.45332(W) AD(       ) 2
 KD1228  NAD 27      -  39 18 10.57480(N)    093 30 05.69230(W) AD(       ) 2
 KD1228  NGVD 29 (07/19/86)  202.75   (m)          665.2    (f) LEVELING    3  
 KD1228
 KD1228.Superseded values are not recommended for survey control.
 KD1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1228.See file dsdata.txt to determine how the superseded data were derived.
 KD1228
 KD1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5673550517(NAD 83)
 KD1228_MARKER: DS = TRIANGULATION STATION DISK
 KD1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1228
 KD1228  HISTORY     - Date     Condition        Report By
 KD1228  HISTORY     - 1949     MONUMENTED       CGS
 KD1228  HISTORY     - 1964     GOOD             CGS
 KD1228  HISTORY     - 1975     SEE DESCRIPTION  NGS
 KD1228
 KD1228                          STATION DESCRIPTION
 KD1228
 KD1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1228'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF CARROLLTON AND
 KD1228'ABOUT 1.5 MILES NORTH-NORTHEAST OF BOWDRY ON LAND LEASED FOR THE
 KD1228'CARROLLTON AIRPORT.  IT IS 123.0 FEET SOUTHWEST OF THE SOUTHWEST
 KD1228'CORNER OF A HANGAR, 114.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 KD1228'CORNER OF THE AIRPORT OFFICE BUILDING, AND 32.0 FEET EAST OF THE
 KD1228'CENTER OF U.S. HIGHWAYS NO. 65 AND NO. 24.  IT IS SET FLUSH WITH
 KD1228'THE GROUND AND IS STAMPED BOWDRY 1949.
 KD1228'
 KD1228'REFERENCE MARK NO. 1 IS 56.0 FEET EAST OF THE CENTER OF U. S.
 KD1228'HIGHWAYS NO. 65 AND NO. 24, 24.5 FEET NORTH-NORTHWEST OF THE
 KD1228'SOUTHWEST CORNER OF THE AIRPORT OFFICE BUILDING AND 1.0 FOOT SOUTH
 KD1228'OF A CEMENT ISLAND WEST OF AN OLD SERVICE STATION.  IT IS SET
 KD1228'FLUSH WITH THE GROUND AND IS STAMPED BOWDRY NO 1 1949.
 KD1228'
 KD1228'REFERENCE MARK NO. 2 IS 4.0 FEET SOUTH OF THE SOUTHEAST CORNER OF
 KD1228'A HANGAR.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED BOWDRY NO
 KD1228'2 1949.
 KD1228'
 KD1228'THE AZIMUTH MARK IS 35.0 FEET EAST OF THE CENTER OF U.S. HIGHWAYS
 KD1228'NO. 65 AND NO. 24 AND 1.5 FEET WEST-SOUTHWEST OF A WITNESS POST.
 KD1228'IT PROJECTS 2 INCHES AND IS STAMPED BOWDRY 1949.
 KD1228'
 KD1228'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 KD1228'SQUARE IN CARROLLTON, GO SOUTH ON PAVED STREET FOR 0.75 OF A MILE
 KD1228'TO WHERE STREET INTERSECTS WITH U.S. HIGHWAYS NO. 65 AND NO. 24,
 KD1228'CONTINUE SOUTH ON U.S. HIGHWAYS NO. 65 AND NO. 24 FOR 3.35 MILES
 KD1228'TO AIRPORT ON THE LEFT AND STATION AS DESCRIBED.
 KD1228'
 KD1228'TO REACH THE AZIMUTH FROM THE STATION GO SOUTH ON U.S. HIGHWAYS NO.
 KD1228'65 AND NO. 24 FOR 0.55 OF A MILE AND MARK ON THE LEFT AS DESCRIBED.
 KD1228'
 KD1228'A 74 FOOT SIGNAL AT STATION GILHAM (MO. RC) IS VISIBLE AT 10 FEET.
 KD1228'
 KD1228'A 100 FOOT SIGNAL AT STATION HODGE IS VISIBLE AT 64 FEET.
 KD1228'
 KD1228'A 100 FOOT SIGNAL AT STATION CARROLL 1948 IS VISIBLE AT 4 FEET.
 KD1228'
 KD1228'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1228
 KD1228                          STATION RECOVERY (1964)
 KD1228
 KD1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1228'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KD1228'GOOD CONDITION.  THE AIRPORT OFFICE BUILDING IS BEING RAZED AND THIS
 KD1228'AIRPORT IS BEING ABANDONED.  THE TWO HANGARS WILL BE USED FOR
 KD1228'MACHINE SHEDS.  THE NEW CARROLLTON MUNICIPAL AIRPORT IS LOCATED
 KD1228'ABOUT 1 MILE NORTH-NORTHWEST OF THIS STATION.  REFERENCE MARK NO.
 KD1228'1 IS DESTROYED AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 KD1228'COMPLETE DESCRIPTION FOLLOWS.
 KD1228'
 KD1228'STATION IS LOCATED ABOUT 3 MILES SOUTH OF CARROLLTON AND ABOUT 1
 KD1228'AND 1/2 MILES NORTH-NORTHEAST OF BOWDRY, 205 FEET SOUTH-SOUTHWEST
 KD1228'OF THE SOUTHWEST CORNER OF CONCRETE BLOCK MACHINE AND GARAGE SHOP,
 KD1228'122 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AIRPLANE HANGAR USED
 KD1228'AS MACHINE SHED, 100 FEET NORTH OF A 12-INCH ELM TREE, 32 FEET
 KD1228'EAST OF THE CENTERLINE OF U. S. HIGHWAY 65, AND 1 FOOT SOUTH OF A
 KD1228'NEW STEEL WITNESS POST WITH A SIGN.  THE MARK IS FLUSH WITH THE
 KD1228'SURFACE OF THE GROUND AND THE DISK IS STAMPED BOWDRY 1949.
 KD1228'
 KD1228'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 KD1228'SQUARE IN CARROLLTON, GO SOUTH ON PAVED STREET FOR 0.6 MILE TO WHERE
 KD1228'THE STREET INTERSECTS WITH U.S. HIGHWAYS 24 AND 65.  CONTINUE SOUTH
 KD1228'ON U.S. HIGHWAYS 24 AND 65 FOR 3.3 MILES TO THE STATION ON THE
 KD1228'LEFT JUST AFTER COMPLETING THE SECOND TURN IN AN ANGLE JOG IN THE
 KD1228'HIGHWAY.
 KD1228'
 KD1228'REFERENCE MARK NO. 2 IS 204.07 FEET EAST-NORTHEAST OF THE STATION,
 KD1228'AND 4 FEET SOUTH OF THE SOUTHEAST CORNER OF HANGAR.  THE MARK IS
 KD1228'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BOWDRY
 KD1228'NO 2 1949.
 KD1228'
 KD1228'REFERENCE MARK NO. 3 IS 240.90 FEET NORTH OF THE STATION, 39 FEET
 KD1228'EAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 33 FEET WEST OF THE
 KD1228'SOUTHWEST CORNER OF A HOUSE, 13 FEET SOUTHEAST OF A POWER POLE WITH
 KD1228'A TRANSFORMER, 10 FEET EAST OF THE SOUTHWEST CORNER OF YARD FENCE,
 KD1228'AND 1 FOOT SOUTH OF YARD FENCE.  THE MARK IS FLUSH WITH THE
 KD1228'SURFACE OF THE GROUND AND THE DISK IS STAMPED BOWDRY NO 3 1949.
 KD1228'
 KD1228'AZIMUTH MARK IS 0.55 MILE SOUTH OF THE STATION, 35 FEET EAST OF THE
 KD1228'CENTERLINE OF U.S. HIGHWAYS 24 AND 65, AND 1 FOOT NORTH OF A STEEL
 KD1228'WITNESS POST WITH A SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK
 KD1228'IS STAMPED BOWDRY 1949.
 KD1228'
 KD1228'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 KD1228'HIGHWAYS 24 AND 65 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 KD1228'DESCRIBED.
 KD1228'
 KD1228'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1228
 KD1228                          STATION RECOVERY (1975)
 KD1228
 KD1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KD1228'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK
 KD1228'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO WIDENING OF US
 KD1228'HIGHWAY 65, THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK
 KD1228'WILL BE DESTROYED.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 KD1228'MARKS CHECKED THE 1964 DATA.  STATION BOWDRY 2, REFERENCE MARKS 4
 KD1228'AND 5 AND AZIMUTH MARK 2 WERE ESTABLISHED THIS DATE.  SEE
 KD1228'DESCRIPTION FOR BOWDRY 2 THEREOF.
 KD1228'
 KD1228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.0 MILES
 KD1228'SOUTH OF CARROLLTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1230 ***********************************************************************
 KD1230  DESIGNATION -  BOWDRY 2
 KD1230  PID         -  KD1230
 KD1230  STATE/COUNTY-  MO/CARROLL
 KD1230  USGS QUAD   -  CARROLLTON WEST (1978)
 KD1230
 KD1230                         *CURRENT SURVEY CONTROL
 KD1230  ___________________________________________________________________
 KD1230* NAD 83(1997)-  39 18 10.75755(N)    093 30 05.72777(W)     ADJUSTED  
 KD1230* NAVD 88     -       202.93   (+/-2cm)     665.8    (feet)  VERTCON   
 KD1230  ___________________________________________________________________
 KD1230  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 KD1230  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD1230
 KD1230  HORZ ORDER  -  THIRD
 KD1230  VERT ORDER  -  THIRD ? (See Below)
 KD1230
 KD1230.This mark is at Carrollton Mem Airport (K26)
 KD1230
 KD1230.The horizontal coordinates were established by classical geodetic methods
 KD1230.and adjusted by the National Geodetic Survey in February 2000..
 KD1230.No horizontal observational check was made to the station.
 KD1230
 KD1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1230.The vertical order pertains to the NGVD 29 superseded value.
 KD1230
 KD1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1230
 KD1230.The geoid height was determined by GEOID03.
 KD1230
 KD1230;                    North         East     Units Scale Factor Converg.
 KD1230;SPC MO C     -   385,544.119   413,611.906   MT  1.00002519   -0 38 04.1
 KD1230;SPC MO W     -   348,559.950   936,114.306   MT  1.00003245   +0 37 56.8
 KD1230;UTM  15      - 4,350,520.298   456,752.090   MT  0.99962303   -0 19 03.8
 KD1230
 KD1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1230!SPC MO C     -   0.99997328  x   1.00002519  =   0.99999847
 KD1230!SPC MO W     -   0.99997328  x   1.00003245  =   1.00000573
 KD1230!UTM  15      -   0.99997328  x   0.99962303  =   0.99959632
 KD1230
 KD1230:                Primary Azimuth Mark                     Grid Az
 KD1230:SPC MO C     -  CARROLLTON MUNICIPAL TANK                004 00 27.2
 KD1230:SPC MO W     -  CARROLLTON MUNICIPAL TANK                002 44 26.3
 KD1230:UTM  15      -  CARROLLTON MUNICIPAL TANK                003 41 26.9
 KD1230
 KD1230|---------------------------------------------------------------------|
 KD1230| PID    Reference Object                     Distance      Geod. Az  |
 KD1230|                                                           dddmmss.s |
 KD1230| KD1218 CARROLLTON MUNICIPAL TANK           APPROX. 6.0 KM 0032223.1 |
 KD1230| CL8935 BOWDRY 2 RM 4                        29.919 METERS 01946     |
 KD1230| CL8933 BOWDRY RM 2                          44.943 METERS 09334     |
 KD1230| CL8936 BOWDRY 2 RM 5                        28.874 METERS 19923     |
 KD1230| KD1229 BOWDRY 2 AZ MK                      APPROX. 0.9 KM 1993100.9 |
 KD1230| CL8931 BOWDRY AZ MK                                       2002339.0 |
 KD1230| KD1228 BOWDRY                               17.779 METERS 25730     |
 KD1230|---------------------------------------------------------------------|
 KD1230
 KD1230                          SUPERSEDED SURVEY CONTROL
 KD1230
 KD1230  NAD 83(1997)-  39 18 10.75909(N)    093 30 05.73075(W) AD(       ) 3
 KD1230  NAD 83(1986)-  39 18 10.76313(N)    093 30 05.72939(W) AD(       ) 3
 KD1230  NAD 27      -  39 18 10.69959(N)    093 30 04.96789(W) AD(       ) 3
 KD1230  NGVD 29 (07/19/86)  202.85   (m)          665.5    (f) LEVELING    3  
 KD1230
 KD1230.Superseded values are not recommended for survey control.
 KD1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1230.See file dsdata.txt to determine how the superseded data were derived.
 KD1230
 KD1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5675250520(NAD 83)
 KD1230_MARKER: DS = TRIANGULATION STATION DISK
 KD1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1230_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1230
 KD1230  HISTORY     - Date     Condition        Report By
 KD1230  HISTORY     - 1975     MONUMENTED       NGS
 KD1230
 KD1230                          STATION DESCRIPTION
 KD1230
 KD1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KD1230'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF CARROLLTON, AT THE
 KD1230'SITE OF THE OLD CARROLLTON AIRPORT, OWNED BY MR. H.F. LOCK, ROUTE 5,
 KD1230'CARROLLTON, MISSOURI, 64633, AND ON HIGHWAY 65 RIGHT-OF-WAY.
 KD1230'
 KD1230'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24 AND 65 AND
 KD1230'STATE HIGHWAY 10 AT THE SOUTH EDGE OF CARROLLTON AND AT THE SOUTH
 KD1230'SIDE OF THE EAST-WEST RAILROAD TRACKS, GO SOUTH ON HIGHWAY 65 FOR
 KD1230'2.7 MILES TO FARM BUILDINGS AND THE STATION ON THE LEFT.
 KD1230'
 KD1230'THE STATION MARKS ARE STANDARD DISKS STAMPED BOWDRY 2 1975.  THE
 KD1230'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 KD1230'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 KD1230'158 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 KD1230'BLOCK BUILDING, 157.5 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH
 KD1230'TRANSFORMER, 123.5 FEET EAST OF THE CENTER OF HIGHWAY 65 AND
 KD1230'1.5 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 KD1230'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 KD1230'SURFACE.
 KD1230'
 KD1230'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOWDRY NO 2 1949, SET
 KD1230'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 KD1230'BELOW THE GROUND SURFACE.  IT IS 122 FEET SOUTHEAST OF THE
 KD1230'SOUTHEAST CORNER OF THE CONCRETE BLOCK BUILDING AND 140 FEET EAST
 KD1230'OF THE EAST EDGE RIGHT-OF-WAY FOR HIGHWAY 65.
 KD1230'
 KD1230'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 KD1230'BOWDRY 2 NO 4 1975 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 KD1230'69.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BLOCK
 KD1230'BUILDING, 123.5 FEET EAST OF THE CENTER OF HIGHWAY 65 AND 1.2 FEET
 KD1230'SOUTH OF A METAL WITNESS POST.
 KD1230'
 KD1230'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 KD1230'BOWDRY 2 NO 5 1975 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 123
 KD1230'FEET EAST OF THE CENTER OF HIGHWAY 65 AND 1.3 FEET NORTH OF A METAL
 KD1230'WITNESS POST.
 KD1230'
 KD1230'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOWDRY 2 AZ 2 1975,
 KD1230'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 KD1230'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE WITH GRAVEL
 KD1230'AND FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT WEST OF A
 KD1230'METAL WITNESS POST AND NEAR THE EAST EDGE OF THE HIGHWAY
 KD1230'RIGHT-OF-WAY.
 KD1230'
 KD1230'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 65
 KD1230'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KD1230'
 KD1230'NEAREST TOWN--CARROLLTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1229 ***********************************************************************
 KD1229  DESIGNATION -  BOWDRY 2 AZ MK
 KD1229  PID         -  KD1229
 KD1229  STATE/COUNTY-  MO/CARROLL
 KD1229  USGS QUAD   -  CARROLLTON WEST (1978)
 KD1229
 KD1229                         *CURRENT SURVEY CONTROL
 KD1229  ___________________________________________________________________
 KD1229* NAD 83(1997)-  39 17 42.86778(N)    093 30 18.45015(W)     ADJUSTED  
 KD1229* NAVD 88     -       203.9    (meters)     669.     (feet)  VERTCON   
 KD1229  ___________________________________________________________________
 KD1229  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KD1229  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD1229
 KD1229  HORZ ORDER  -  SECOND
 KD1229
 KD1229.The horizontal coordinates were established by classical geodetic methods
 KD1229.and adjusted by the National Geodetic Survey in February 2000..
 KD1229
 KD1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1229
 KD1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1229
 KD1229.The geoid height was determined by GEOID03.
 KD1229
 KD1229;                    North         East     Units Scale Factor Converg.
 KD1229;SPC MO C     -   384,687.432   413,297.532   MT  1.00002586   -0 38 11.8
 KD1229;SPC MO W     -   347,696.517   935,818.947   MT  1.00003183   +0 37 48.4
 KD1229;UTM  15      - 4,349,662.232   456,442.581   MT  0.99962336   -0 19 11.7
 KD1229
 KD1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1229!SPC MO C     -   0.99997313  x   1.00002586  =   0.99999899
 KD1229!SPC MO W     -   0.99997313  x   1.00003183  =   1.00000496
 KD1229!UTM  15      -   0.99997313  x   0.99962336  =   0.99959650
 KD1229
 KD1229:                Primary Azimuth Mark                     Grid Az
 KD1229:SPC MO C     -  CARROLLTON MUNICIPAL TANK                006 06 39.6
 KD1229:SPC MO W     -  CARROLLTON MUNICIPAL TANK                004 50 39.4
 KD1229:UTM  15      -  CARROLLTON MUNICIPAL TANK                005 47 39.5
 KD1229
 KD1229|---------------------------------------------------------------------|
 KD1229| PID    Reference Object                     Distance      Geod. Az  |
 KD1229|                                                           dddmmss.s |
 KD1229| KD1218 CARROLLTON MUNICIPAL TANK           APPROX. 6.9 KM 0052827.8 |
 KD1229| KD1228 BOWDRY                              APPROX. 0.9 KM 0183330.3 |
 KD1229| KD1230 BOWDRY 2                            APPROX. 0.9 KM 0193052.9 |
 KD1229|---------------------------------------------------------------------|
 KD1229
 KD1229                          SUPERSEDED SURVEY CONTROL
 KD1229
 KD1229  NAD 83(1997)-  39 17 42.86931(N)    093 30 18.45308(W) AD(       ) 2
 KD1229  NAD 83(1986)-  39 17 42.87341(N)    093 30 18.45154(W) AD(       ) 2
 KD1229  NAD 27      -  39 17 42.80949(N)    093 30 17.69020(W) AD(       ) 2
 KD1229  NGVD 29 (07/19/86)  203.8    (m)          669.     (f) VERT ANG       
 KD1229
 KD1229.Superseded values are not recommended for survey control.
 KD1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1229.See file dsdata.txt to determine how the superseded data were derived.
 KD1229
 KD1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5644349662(NAD 83)
 KD1229_MARKER: DZ = AZIMUTH MARK DISK
 KD1229_SETTING: 0 = UNSPECIFIED SETTING
 KD1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1229+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 KD1229
 KD1229  HISTORY     - Date     Condition        Report By
 KD1229  HISTORY     - 1975     MONUMENTED       NGS
 KD1229  HISTORY     - 20051103 GOOD             MODNR
 KD1229
 KD1229                          STATION DESCRIPTION
 KD1229
 KD1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KD1229'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOWDRY 2 AZ 2 1975,
 KD1229'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 KD1229'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE WITH GRAVEL
 KD1229'AND FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT WEST OF A
 KD1229'METAL WITNESS POST AND NEAR THE EAST EDGE OF THE HIGHWAY
 KD1229'RIGHT-OF-WAY.
 KD1229'
 KD1229'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24 AND 65 AND
 KD1229'STATE HIGHWAY 10 AT THE SOUTH EDGE OF CARROLLTON AND AT THE SOUTH
 KD1229'SIDE OF THE EAST-WEST RAILROAD TRACKS, GO SOUTH ON HIGHWAY 65 FOR
 KD1229'3.3 MILES TO STATION ON THE LEFT.
 KD1229
 KD1229                          STATION RECOVERY (2005)
 KD1229
 KD1229'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2595 ***********************************************************************
 JD2595  DESIGNATION -  BOWERS
 JD2595  PID         -  JD2595
 JD2595  STATE/COUNTY-  MO/MORGAN
 JD2595  USGS QUAD   -  PROCTOR CREEK (1983)
 JD2595
 JD2595                         *CURRENT SURVEY CONTROL
 JD2595  ___________________________________________________________________
 JD2595* NAD 83(1997)-  38 22 05.82385(N)    092 58 49.71403(W)     ADJUSTED  
 JD2595* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 JD2595  ___________________________________________________________________
 JD2595  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JD2595  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD2595
 JD2595  HORZ ORDER  -  FIRST
 JD2595
 JD2595.The horizontal coordinates were established by classical geodetic methods
 JD2595.and adjusted by the National Geodetic Survey in February 2000..
 JD2595
 JD2595.The orthometric height was scaled from a topographic map.
 JD2595
 JD2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2595
 JD2595.The geoid height was determined by GEOID03.
 JD2595
 JD2595;                    North         East     Units Scale Factor Converg.
 JD2595;SPC MO C     -   281,418.336   458,013.208   MT  0.99995504   -0 17 53.7
 JD2595;UTM  15      - 4,246,678.404   501,705.537   MT  0.99960004   +0 00 43.6
 JD2595
 JD2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2595!SPC MO C     -   0.99994906  x   0.99995504  =   0.99990410
 JD2595!UTM  15      -   0.99994906  x   0.99960004  =   0.99954912
 JD2595
 JD2595|---------------------------------------------------------------------|
 JD2595| PID    Reference Object                     Distance      Geod. Az  |
 JD2595|                                                           dddmmss.s |
 JD2595| CN5763 BOWERS RM 2                          69.952 METERS 02347     |
 JD2595| CN5765 BOWERS RM 4                          85.868 METERS 04656     |
 JD2595| JD2585 VERSAILLES MORGAN CO CTHSE          APPROX.14.0 KM 0600140.1 |
 JD2595| JD2586 VERSAILLES MUNICIPAL TANK           APPROX.14.1 KM 0612404.8 |
 JD2595| CN5761 BOWERS AZ MK                                       0873606.2 |
 JD2595| JD2555 ELDON MUNICIPAL TANK                APPROX.34.5 KM 0923953.4 |
 JD2595| CN5764 BOWERS RM 3                          92.781 METERS 12043     |
 JD2595| CN5762 BOWERS RM 1                                        1992928.4 |
 JD2595| JD2673 BETHLEHEM LUTHERAN CH SPIRE         APPROX.13.1 KM 2972124.5 |
 JD2595| JD2596 STOVER MUNICIPAL TANK               APPROX. 8.2 KM 3510158.0 |
 JD2595| CN5766 BOWERS RM 5                          62.152 METERS 35406     |
 JD2595|---------------------------------------------------------------------|
 JD2595
 JD2595                          SUPERSEDED SURVEY CONTROL
 JD2595
 JD2595  NAD 83(1986)-  38 22 05.83539(N)    092 58 49.71548(W) AD(       ) 1
 JD2595  NAD 27      -  38 22 05.74764(N)    092 58 48.99878(W) AD(       ) 1
 JD2595
 JD2595.Superseded values are not recommended for survey control.
 JD2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2595.See file dsdata.txt to determine how the superseded data were derived.
 JD2595
 JD2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC0170646678(NAD 83)
 JD2595_MARKER: Z = SEE DESCRIPTION
 JD2595_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JD2595
 JD2595  HISTORY     - Date     Condition        Report By
 JD2595  HISTORY     - 1928     MONUMENTED       CGS
 JD2595  HISTORY     - 1935     GOOD             CGS
 JD2595  HISTORY     - 1947     GOOD             CGS
 JD2595  HISTORY     - 1960     GOOD             CGS
 JD2595  HISTORY     - 1963     GOOD             CGS
 JD2595
 JD2595                          STATION DESCRIPTION
 JD2595
 JD2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2595'STATION FOUND IN GOOD CONDITION IN NE 1/4, NE 1/4 SEC. 35,
 JD2595'T. 42 N., R. 19 W., ON LAND OWNED AND OPERATED BY J.L. KLINDWORTH,
 JD2595'5.8 MILES S OF STOVER ALONG COUNTY HIGHWAY H, 591 FEET NE OF
 JD2595'CENTER LINE OF COUNTY HIGHWAY H, 234 FEET S OF CENTER LINE
 JD2595'OF E-W ROAD, 292 FEET NW OF 30-INCH OAK TREE, HAVING TRUNK
 JD2595'BROKEN OFF AT HEIGHT OF 20 FEET, IN NW CORNER OF TIMBER LOT.
 JD2595'
 JD2595'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION 100 FEET SW OF
 JD2595'CENTER LINE OF COUNTY HIGHWAY H, 45 FEET W OF CENTER LINE
 JD2595'OF ROAD S, 47 FEET NE OF NE CORNER OF MR. KLINDWORTHS HOUSE
 JD2595'AND 1.6 FEET N OF HOUSE YARD FENCE, AND 778 FEET FROM STATION.
 JD2595'
 JD2595'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION 15-1/2 FEET S OF
 JD2595'E-W ROAD, 1.1 FEET S OF FENCE, 810 FEET (PACED DISTANCE)
 JD2595'E OF COUNTY HIGHWAY H AND 114 FEET S OF E OF CORNER POST ON
 JD2595'W SIDE DRIVE TO HOUSE ON N SIDE OF ROAD.
 JD2595
 JD2595                          STATION RECOVERY (1947)
 JD2595
 JD2595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2595'THE STATION WAS FOUND AS DESCRIBED, ALL MARKS ARE IN GOOD
 JD2595'CONDITION.
 JD2595'
 JD2595'A NEW REFERENCE MARK NO. 3 AND AZIMUTH MARK WAS SET.  SURFACE,
 JD2595'UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE AS DESCRIBED.
 JD2595'
 JD2595'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHEAST OF ELDON,
 JD2595'ALONG THE EAST SIDE OF STATE HIGHWAY 135, IN THE SE 1/4
 JD2595'OF SEC. 35, T. 42 N., R. 19 W. AND ABOUT 260 YARDS NORTHEAST
 JD2595'OF MR. KLINDWORTHS HOUSE.  IT IS 591 FEET NORTHEAST OF THE
 JD2595'CENTERLINE OF HIGHWAY 135, 234 FEET SOUTH OF THE CENTERLINE OF
 JD2595'AN EAST AND WEST ROAD, ON THE HIGHEST POINT OF HILL IN
 JD2595'A CULTIVATED FIELD.  THE MARK IS ABOUT 2 FEET BELOW THE SURFACE
 JD2595'OF THE GROUND AND THE DISK IS STAMPED BOWERS 1928.
 JD2595'
 JD2595'REFERENCE MARK NO. 1 IS 260 YARDS (NOT CHECKED) SOUTH-SOUTHWEST
 JD2595'OF THE STATION, AT THE NORTH EDGE OF MR. KLINDWORTHS YARD,
 JD2595'45 FEET WEST OF THE CENTERLINE OF A SOUTH ROAD, 18 FEET WEST
 JD2595'OF THE NORTHEAST CORNER OF THE YARD AND 1 FOOT NORTH OF THE
 JD2595'YARD FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JD2595'BOWERS NO 1 1928.
 JD2595'
 JD2595'REFERENCE MARK NO. 2 IS 229.50 FEET NORTH-NORTHEAST OF THE
 JD2595'STATION, IN AN EAST AND WEST FENCELINE, 16 FEET SOUTH OF THE
 JD2595'CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF THE FENCE.  THE
 JD2595'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BOWERS NO 2 1928.
 JD2595'
 JD2595'REFERENCE MARK NO. 3 IS 304.30 FEET SOUTHEAST OF THE STATION,
 JD2595'ALONG THE NORTHWEST EDGE AND THE APPROXIMATE CENTER OF TREES
 JD2595'IN THE SOUTHEAST CORNER OF THE FIELD.  THE MARK PROJECTS
 JD2595'6 INCHES AND THE DISK IS STAMPED BOWERS NO 3 1947.
 JD2595'
 JD2595'AZIMUTH MARK IS ABOUT 0.6 MILE EAST-NORTHEAST OF THE STATION,
 JD2595'17 FEET WEST OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH OF
 JD2595'THE NORTH POST OF GATE, 3 FEET SOUTH OF A WITNESS POST AND 1
 JD2595'FOOT WEST OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 JD2595'DISK IS STAMPED BOWERS 1947.
 JD2595'
 JD2595'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 52 AND 135
 JD2595'IN THE EAST EDGE OF STOVER, GO SOUTHERLY ON STATE HIGHWAY 135
 JD2595'FOR 5.95 MILES TO LAKE ROAD NO. 67 TO THE RIGHT, TURN RIGHT
 JD2595'(EAST) IN TO FIELD ABOUT 0.1 MILE TO HIGHEST POINT AND STATION.
 JD2595'
 JD2595'TO REACH THE AZIMUTH FROM THE STATION, GO WEST 0.1 MILE TO
 JD2595'HIGHWAY 135, TURN RIGHT 0.15 MILE TO A T ROAD RIGHT (EAST),
 JD2595'TURN RIGHT ON T ROAD FOR 0.7 MILE TO THE MARK ON THE LEFT AT
 JD2595'CURVE IN ROAD.
 JD2595'
 JD2595'HEIGHT OF LIGHT ABOVE STATION MARK- 23 METERS.
 JD2595
 JD2595                          STATION RECOVERY (1960)
 JD2595
 JD2595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 JD2595'STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1947 AND ALL
 JD2595'MARKS WERE FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK WOULD
 JD2595'DESTROY THE AZIMUTH MARK AND REFERENCE MARK NO. 2.  THE AZIMUTH
 JD2595'MARK WAS NOT VISIBLE FROM THE STATION, SO IT WAS DESTROYED.
 JD2595'TWO REFERENCE MARKS NO. 4 AND NO. 5 WERE ESTABLISHED.  A
 JD2595'COMPLETE DESCRIPTION FOLLOWS.
 JD2595'
 JD2595'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF VERSAILLES AND
 JD2595'6 MILES SOUTH-SOUTHEAST OF STOVER AND 200 YARDS EAST OF THE
 JD2595'JUNCTION OF STATE HIGHWAY 135 AND MORGAN COUNTY ROAD T IN SEC.
 JD2595'35, T 42 N., R 19 W., AND 260 YARDS NORTHEAST OF MR. LAWRENCE
 JD2595'SIZERS HOUSE ON WHOSE PROPERTY THE STATION MARK IS LOCATED.  IT
 JD2595'IS 239 FEET SOUTH OF THE CENTER OF MORGAN COUNTY ROAD T AND 204
 JD2595'FEET SOUTH-SOUTHEAST OF A NEW STEEL WITNESS POST ON THE HIGHEST
 JD2595'GROUND IN A CULTIVATED FIELD.  THE SURFACE STATION MARK IS
 JD2595'ABOUT 24 INCHES BELOW THE GROUND SURFACE AND THE DISK IS
 JD2595'STAMPED BOWERS 1928.
 JD2595'
 JD2595'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 JD2595'SQUARE IN VERSAILLES, GO WEST ON STATE HIGHWAY 52 FOR 2.6
 JD2595'MILES TO THE JUNCTION OF MORGAN COUNTY ROAD T ON THE LEFT.
 JD2595'TURN LEFT AND FOLLOW COUNTY ROAD T SOUTH AND WEST FOR 7.7 MILES TO
 JD2595'THE REFERENCE MARKS NO. 4 AND NO. 5 ON THE LEFT AND THE STATION
 JD2595'AS DESCRIBED.  (THESE MARKS ARE ABOUT 0.15 MILE EAST OF THE
 JD2595'JUNCTION OF STATE HIGHWAY 135 AND MORGAN COUNTY ROAD T.)
 JD2595'
 JD2595'REFERENCE MARK NO. 1 IS 260 YARDS (NOT CHECKED) SOUTH-SOUTHWEST
 JD2595'OF THE STATION, 100 FEET WEST-SOUTHWEST OF THE CENTER OF
 JD2595'STATE HIGHWAY 135, 47 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR.
 JD2595'LAWRENCE SIZERS HOUSE, 46.5 FEET EAST OF THE WELL, AND 39 FEET
 JD2595'SOUTH OF THE CENTER OF DRIVEWAY TO HOUSE.  THE MARK PROJECTS
 JD2595'2 INCHES AND THE DISK IS STAMPED BOWERS NO 1 1928.
 JD2595'
 JD2595'REFERENCE MARK NO. 3 IS 304.10 FEET SOUTHEAST OF THE STATION,
 JD2595'70 FEET NORTHWEST OF A STOCK POND, 33 FEET EAST-NORTHEAST OF A
 JD2595'14-INCH TWIN OAK TREE, 25 FEET NORTHWEST OF A NORTHEAST
 JD2595'FENCE CORNER, AND 15 FEET NORTH-NORTHWEST OF A FENCE.  THE
 JD2595'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BOWERS NO 3 1947.
 JD2595'
 JD2595'REFERENCE MARK NO. 4 IS 281.70 FEET NORTHEAST OF THE STATION,
 JD2595'34 FEET SOUTH OF THE CENTER OF COUNTY ROAD T, 9 FEET WEST OF
 JD2595'A POWER POLE, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 2
 JD2595'INCHES AND THE DISK IS STAMPED BOWERS NO 4 1928.
 JD2595'
 JD2595'REFERENCE MARK NO. 5 IS 203.93 FEET NORTH-NORTHWEST OF THE
 JD2595'STATION, 35 FEET SOUTH OF THE CENTER OF COUNTY ROAD T IN
 JD2595'THE SOUTH RIGHT-OF-WAY FENCE AND 1 FOOT WEST OF A NEW STEEL
 JD2595'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JD2595'BOWERS NO 5 1928.
 JD2595'
 JD2595'ALL MEASUREMENTS WERE SLOPE MEASUREMENTS.
 JD2595'
 JD2595'R.M. NO. 4 TO R.M. NO. 5 IS 227.00 FEET.
 JD2595
 JD2595                          STATION RECOVERY (1963)
 JD2595
 JD2595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2595'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 JD2595'NO. 3 WERE RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 2 AND
 JD2595'THE AZIMUTH MARK HAVE BEEN DESTROYED.  REFERENCE MARK NO. 4
 JD2595'AND REFERENCE MARK NO. 5 HAVE BEEN ESTABLISHED BY THE KANSAS
 JD2595'CITY OFFICE.  REFERENCE MARK NO. 1 WAS USED FOR THE AZIMUTH
 JD2595'MARK.  A NEW DESCRIPTION FOLLOWS.
 JD2595'
 JD2595'THE STATION IS LOCATED 9 MILES SOUTHWEST OF VERSAILLES, 5 MILES
 JD2595'SOUTH-SOUTHEAST OF STOVER, 203 FEET SOUTH-SOUTHEAST OF AN
 JD2595'EAST-WEST FENCE LINE, ON THE HIGHEST POINT IN A CULTIVATED
 JD2595'FIELD OWNED BY MR. L.M. SIZLER AND SONS.
 JD2595'
 JD2595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 AND
 JD2595'135 IN STOVER, GO SOUTHERLY ON STATE HIGHWAY 135 FOR 5.95 MILES
 JD2595'TO THE JUNCTION OF COUNTY ROAD T.  (TO REACH REFERENCE MARK
 JD2595'NO. 1 CONTINUE SOUTH ON STATE HIGHWAY 135 FOR 0.05 MILE
 JD2595'TO A FORK IN THE ROAD.  KEEP THE LEFT FORK, STATE HIGHWAY 135
 JD2595'AND GO 0.1 MILE TO THE MARK ON THE RIGHT NEAR A FARM HOUSE.)
 JD2595'TURN LEFT AND GO NORTHEAST AND EAST ON COUNTY ROAD T FOR
 JD2595'0.3 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT THROUGH
 JD2595'THE WIRE GATE, THENCE RIGHT AGAIN AND GO WEST ALONG THE SOUTH
 JD2595'SIDE OF THE FENCE FOR 0.15 MILE.  TURN LEFT AND GO SOUTH FOR
 JD2595'200 FEET TO THE STATION AS DESCRIBED.
 JD2595'
 JD2595'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A MASS
 JD2595'OF CONCRETE WHICH IS 2 FEET BELOW THE SURFACE OF THE GROUND
 JD2595'AND IS STAMPED BOWERS 1928.  IT IS 203 FEET SOUTH OF AN EAST-WEST
 JD2595'FENCE LINE.
 JD2595'
 JD2595'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 JD2595'12-INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS
 JD2595'STAMPED BOWERS NO. 1. 1928.  IT IS 64 FEET EAST-SOUTHEAST
 JD2595'OF A POWER POLE WITH A YARD LIGHT, 47.3 FEET NORTH-NORTHEAST OF
 JD2595'THE NORTHEAST CORNER OF A FARM HOUSE AND 44 FEET WEST OF THE
 JD2595'CENTER OF A NORTH-SOUTH GRAVELED ROAD.
 JD2595'
 JD2595'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 JD2595'12-INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS STAMPED
 JD2595'BOWERS NO 3 1947.  IT IS 35 FEET NORTH-NORTHEAST OF A TWIN
 JD2595'TRUNKED OAK TREE, 25.5 FEET SOUTHWEST OF A FENCE CORNER AND
 JD2595'15.5 FEET NORTHWEST OF A FENCE LINE.
 JD2595'
 JD2595'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN THE TOP OF
 JD2595'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 JD2595'AND IS STAMPED BOWERS NO. 4. 1928.  IT IS 34 FEET SOUTH OF
 JD2595'THE CENTER OF COUNTY ROAD T, 9 FEET WEST OF A POWER POLE
 JD2595'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 JD2595'
 JD2595'REFERENCE MARK NO. 5 IS A STANDARD DISK SET IN THE TOP OF
 JD2595'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES AND
 JD2595'IS STAMPED BOWERS NO. 5 1928.  IT IS 35 FEET SOUTH OF THE CENTER
 JD2595'OF COUNTY ROAD T, 1.8 FEET SOUTH OF AN EAST-WEST FENCE LINE
 JD2595'AND 1.2 FEET WEST OF A METAL WITNESS POST.
 JD2595'
 JD2595'NOTE- THE DISTANCE TO REFERENCE MARK NO. 3 AND REFERENCE MARK
 JD2595'NO. 5 ARE SLOPE DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1879 ***********************************************************************
 JE1879  DESIGNATION -  BOWLER
 JE1879  PID         -  JE1879
 JE1879  STATE/COUNTY-  MO/JACKSON
 JE1879  USGS QUAD   -  LEES SUMMIT (1990)
 JE1879
 JE1879                         *CURRENT SURVEY CONTROL
 JE1879  ___________________________________________________________________
 JE1879* NAD 83(1997)-  38 53 16.21565(N)    094 23 40.39977(W)     ADJUSTED  
 JE1879* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 JE1879  ___________________________________________________________________
 JE1879  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JE1879  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JE1879
 JE1879  HORZ ORDER  -  FIRST
 JE1879
 JE1879.The horizontal coordinates were established by classical geodetic methods
 JE1879.and adjusted by the National Geodetic Survey in February 2000..
 JE1879
 JE1879.The orthometric height was scaled from a topographic map.
 JE1879
 JE1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1879
 JE1879.The geoid height was determined by GEOID03.
 JE1879
 JE1879;                    North         East     Units Scale Factor Converg.
 JE1879;SPC MO W     -   302,003.775   859,148.145   MT  0.99994221   +0 03 58.3
 JE1879;UTM  15      - 4,305,254.110   379,050.018   MT  0.99978014   -0 52 32.2
 JE1879
 JE1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1879!SPC MO W     -   0.99995314  x   0.99994221  =   0.99989535
 JE1879!UTM  15      -   0.99995314  x   0.99978014  =   0.99973329
 JE1879
 JE1879|---------------------------------------------------------------------|
 JE1879| PID    Reference Object                     Distance      Geod. Az  |
 JE1879|                                                           dddmmss.s |
 JE1879| CQ5831 BOWLER WP NORTH                       1.263 METERS 00020     |
 JE1879| JE1877 LEES SUMMIT MUNICIPAL TANK          APPROX. 2.7 KM 0371448.6 |
 JE1879| JE1863 LEES SUMMIT ST POLICE RAD MAST      APPROX. 3.2 KM 0555818.8 |
 JE1879| JE1885 BOWLER RM 4                          35.867 METERS 19524     |
 JE1879| JE1876 BOWLER RM 3                          31.232 METERS 19536     |
 JE1879| CQ5830 BOWLER RM 5                          33.827 METERS 21832     |
 JE1879| CQ5829 BOWLER RM 2                         167.640 METERS 27515     |
 JE1879| KE1472 KANSAS CITY TV STA WDAF ANT         APPROX.26.9 KM 3194019.2 |
 JE1879| CQ5827 BOWLER AZ MK                                       3490255.9 |
 JE1879| JE1874 LEES SUMMIT UNITY SCHOOL TOWER      APPROX. 6.7 KM 3502221.0 |
 JE1879|---------------------------------------------------------------------|
 JE1879
 JE1879                          SUPERSEDED SURVEY CONTROL
 JE1879
 JE1879  NAD 83(1997)-  38 53 16.21574(N)    094 23 40.39975(W) AD(       ) 1
 JE1879  NAD 83(1986)-  38 53 16.22273(N)    094 23 40.39601(W) AD(       ) 1
 JE1879  NAD 27      -  38 53 16.19414(N)    094 23 39.57488(W) AD(       ) 1
 JE1879
 JE1879.Superseded values are not recommended for survey control.
 JE1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1879.See file dsdata.txt to determine how the superseded data were derived.
 JE1879
 JE1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7905005254(NAD 83)
 JE1879_MARKER: DD = SURVEY DISK
 JE1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1879
 JE1879  HISTORY     - Date     Condition        Report By
 JE1879  HISTORY     - 1884     MONUMENTED       CGS
 JE1879  HISTORY     - 1935     GOOD             CGS
 JE1879  HISTORY     - 1949     GOOD             CGS
 JE1879  HISTORY     - 1954     GOOD             CGS
 JE1879  HISTORY     - 1960     GOOD             CGS
 JE1879  HISTORY     - 1967     GOOD             CGS
 JE1879  HISTORY     - 1972     GOOD             NGS
 JE1879
 JE1879                          STATION DESCRIPTION
 JE1879
 JE1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (FDG)
 JE1879'ABOUT 2-1/2 MILES SOUTHWEST OF THE TOWN OF LEES SUMMIT, IN THE
 JE1879'NW 1/4 SW 1/4 SEC. 18, T. 47 N., R. 31 W., ON A SMALL HILL
 JE1879'ABOUT 1/3 MILE WEST OF THE DWELLING HOUSE ON THE FARM OWNED
 JE1879'(1922) BY THE J.O. BOWLER HEIRS.  THE UNDERGROUND, STATION
 JE1879'AND WITNESS MARKS ARE DESCRIBED. THE FOLLOWING
 JE1879'DISTANCES AND BEARINGS ARE FROM THE STATION- TO FENCE ON
 JE1879'SOUTH SIDE OF PASTURE, 49 METERS (160 FEET) SOUTH, TO NORTH
 JE1879'END OF COPING ON EAST RETAINING WALL OF CONCRETE BRIDGE ON
 JE1879'NORTH-AND-SOUTH STONE ROAD, 175 METERS (573 FEET), TO CENTER
 JE1879'OF NORTH-AND-SOUTH STONE ROAD, 174 METERS (572 FEET) WEST,
 JE1879'TO CENTER OF EAST-AND-WEST ROAD, 193 METERS (632 FEET)
 JE1879'NORTH, TO CENTER OF ROCK ROAD AT INTERSECTION OF EAST ROAD
 JE1879'OUT FROM BOWLERS PLACE, 260 METERS (854 FEET), N. 50 DEG W.
 JE1879'(MAGNETIC).  IN 1922 THE SOUTH WITNESS STONE WAS NOT FOUND.
 JE1879
 JE1879                          STATION RECOVERY (1935)
 JE1879
 JE1879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JE1879'RECOVERED AS DESCRIBED, IN GOOD CONDITION, ALL OLD TIES STILL
 JE1879'HOLD, NORTH WITNESS POST WAS FOUND IN PLACE, THE SOUTH
 JE1879'WITNESS POST WAS NOT FOUND.
 JE1879'
 JE1879'THE STATION IS ON LAND OWNED BY THE BOWLER HEIRS AND OPERATED
 JE1879'BY THE J.C. CHAPMAN DAIRY, 1.0 MILE WEST AND 1.7 MILES SOUTH
 JE1879'OF LEES SUMMIT, AND 1.7 MILES SOUTH OF THE JUNCTION OF U.S.
 JE1879'HIGHWAY 50 AND JACKSON COUNTY HIGHWAY 10-E.
 JE1879'
 JE1879'THE NORTH-AND-SOUTH STONE ROAD REFERRED TO IN THE ORIGINAL
 JE1879'DESCRIPTION IS NOW COUNTY HIGHWAY 10-E, BITUMINOUS SURFACED.
 JE1879
 JE1879                          STATION RECOVERY (1949)
 JE1879
 JE1879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JE1879'THE STATION AND WITNESS POST NORTH, RECOVERED AND FOUND IN
 JE1879'GOOD CONDITION.  A NEW REFERENCE MARK NO 2, AND
 JE1879'AZIMUTH MARK, WAS ESTABLISHED.  FOLLOWING IS A NEW
 JE1879'AND COMPLETE DESCRIPTION.
 JE1879'
 JE1879'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF LEES
 JE1879'SUMMIT ON THE HIGH POINT OF A ROUND TOPPED HILL IN THE NORTH
 JE1879'END OF A PASTURE AND ON LAND OWNED BY MR. C.J. KANEY OF KANSAS
 JE1879'CITY.  IT IS 575 FEET EAST OF THE CENTER OF NORTH-SOUTH
 JE1879'MACADAM ROAD AND ABOUT 0.1 MILE SOUTH OF EAST-WEST ROAD.
 JE1879'IT IS A STANDARD U.S.C. AND G. SURVEY STATION MARK SET IN
 JE1879'THE TOP OF AN 8 BY 8 INCH STONE POST.  IT IS STAMPED BOWLER
 JE1879'1884 AND PROJECTS 6 INCHES.
 JE1879'
 JE1879'THE WITNESS POST IS NORTH OF THE STATION.  IT IS A 6 BY 6
 JE1879'INCH STONE POST WITH A CROSS IN THE TOP AND PROJECTS 4 INCHES.
 JE1879'
 JE1879'REFERENCE MARK NO 2 IS WEST OF THE STATION, 25 FEET EAST OF
 JE1879'THE CENTER OF NORTH-SOUTH MACADAM ROAD AND 1 FOOT EAST OF
 JE1879'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BOWLER NO 2 1949
 JE1879'AND PROJECTS 2 INCHES.
 JE1879'
 JE1879'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH-NORTHWEST OF THE
 JE1879'STATION, 25 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD,
 JE1879'3-1/2 FEET SOUTHEAST OF A 14 INCH TREE, 3 FEET WEST OF FENCE
 JE1879'LINE AND 3 FEET NORTH OF WITNESS POST.  IT IS STAMPED BOWLER
 JE1879'1949 AND PROJECTS 2 INCHES.
 JE1879'
 JE1879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 JE1879'BYPASS AND COUNTY ROUTE 10E ABOUT 0.75 MILE WEST OF THE
 JE1879'CENTER OF LEES SUMMIT, GO WEST ON COUNTY ROUTE 10E FOR 0.05
 JE1879'MILE TO T-INTERSECTION, TURN LEFT AND FOLLOW MACADAM ROAD
 JE1879'SOUTH FOR 1.2 MILES TO THE AZIMUTH MARK ON THE EAST SIDE AS
 JE1879'DESCRIBED, CONTINUE SOUTH ON MACADAM ROAD FOR 0.4 MILE TO
 JE1879'ROUND TOPPED HILL ABOUT 0.1 MILE EAST OF ROAD IN PASTURE
 JE1879'AND STATIO AS DESCRIBED.  NOTE, STATION CAN BE DRIVEN TO BY
 JE1879'GOING EAST ON DIRT ROAD FOR ABOUT 0.3 MILE TO GATE IN FENCE
 JE1879'LINE AND DRIVING WEST ACROSS FIELD TO HIGH POINT AND STATION
 JE1879'IF PERMISSION IS OBTAINED.
 JE1879'
 JE1879'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 JE1879'
 JE1879'A 4 FOOT SIGNAL AT STATION RAYTOWN IS VISIBLE AT 4 FEET.
 JE1879'
 JE1879'A 4 FOOT SIGNAL AT STATION BYPASS IS VISIBLE AT 4 FEET.
 JE1879'
 JE1879'A 74 FOOT SIGNAL AT STATION BRAUN IS VISIBLE AT 4 FEET.
 JE1879'
 JE1879'A 100 FOOT SIGNAL AT STATION INDEPENDENCE 1934 IS VISIBLE AT
 JE1879'4 FEET.
 JE1879'
 JE1879'A 74 FOOT SIGNAL AT STATION BLUE IS VISIBLE AT 4 FEET.
 JE1879'
 JE1879'AN 87 FOOT SIGNAL AT STATION CAMPBELL IS VISIBLE AT 50 FEET.
 JE1879'
 JE1879'A 74 FOOT SIGNAL AT STATION TARSNEY IS VISIBLE AT 37 FEET.
 JE1879'
 JE1879'AN 87 FOOT SIGNAL AT STATION CHAPEL HILL 1883 IS VISIBLE
 JE1879'AT 4 FEET.
 JE1879'
 JE1879'A 4 FOOT SIGNAL AT STATION COCKRELL IS VISIBLE AT 4 FEET.
 JE1879'
 JE1879'AN 87 FOOT SIGNAL AT STATION THORNTON 1883 IS VISIBLE AT 4 FEET.
 JE1879
 JE1879                          STATION RECOVERY (1954)
 JE1879
 JE1879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 JE1879'THE STATION WAS RECOVERED IN GOOD CONDITION.  MR. C.J. KANEY
 JE1879'HAS BUILT HIS HOME AT THE STATION SITE.  THE STATION IS 9 FEET
 JE1879'EAST OF THE EAST EDGE OF THE KANEYS LIVING ROOM IN THE LAWN
 JE1879'AND FLUSH WITH THE GRASS.  THE WITNESS POST WAS RECOVERED
 JE1879'AS DESCRIBED.
 JE1879'
 JE1879'THE KANEY HOUSE IS IN DIRECT LINE OF SIGHT OF THE AZIMUTH MARK
 JE1879'AND OF REFERENCE MARK NO. 2.
 JE1879
 JE1879                          STATION RECOVERY (1960)
 JE1879
 JE1879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 JE1879'STATION, WITNESS POST NORTH, REFERENCE MARK NO. 2 AND
 JE1879'AZIMUTH MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JE1879'AS DESCRIBED IN THE 1949 DESCRIPTION.  REFERENCE MARK NO. 2
 JE1879'AND THE AZIMUTH MARK ARE NOT VG FROM THE STATION MARK DUE TO A
 JE1879'HOME NORTHWEST OF THE STATION MARK.
 JE1879'
 JE1879'THE STATION IS ON THE HIGHEST POINT OF A HILL ON THE PROPERTY
 JE1879'OF MR. C.J. KANEY, WHO HAS BUILT A HOME ON TOP OF THE HILL
 JE1879'SINCE THE STATION WAS LAST OCCUPIED.  MR. KANEY STATED THAT
 JE1879'CAREFUL PLANS WERE MADE IN PLANNING THE HOME SO AS NOT TO
 JE1879'DESTROY THE STATION MARK.  THE MARK IS FLUSH WITH THE SURFACE
 JE1879'OF THE GROUND, 7 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF
 JE1879'THE HOUSE AND DIRECTLY IN FRONT OF THE PICTURE WINDOW, 7-1/2
 JE1879'FEET NORTH OF THE NORTH EDGE OF THE BRICK WALK, 10 FEET
 JE1879'NORTHEAST OF THE NORTHEAST CORNER OF BRICK PATIO, AND 19
 JE1879'FEET WEST-SOUTHWEST OF A 10 INCH TREE IN THE YARD.  THE 1949
 JE1879'DESCRIPTION IS ADEQUATE TO REACH THE STATION, EXCEPT THERE
 JE1879'IS A SURFACED DRIVE TO THE TOP OF THE HILL.
 JE1879'
 JE1879'TO REACH STATION FROM THE JUNCTION OF US HIGHWAY 71 BYPASS
 JE1879'AND STATE HIGHWAY 150 ABOUT 4 MILES SOUTH OF LEES SUMMIT,
 JE1879'GO WEST ON STATE HIGHWAY 150 FOR 1.2 MILES TO CROSS ROAD, TURN
 JE1879'RIGHT AND GO NORTH ON COUNTY ROUTE 10E FOR 2.7 MILES TO DRIVE
 JE1879'WAY ON THE RIGHT, EAST, TURN RIGHT AND GO E ON SURFACED
 JE1879'DRIVE FOR 0.15 MILE TO THE TOP OF THE HILL AND MR. KANEYS
 JE1879'HOME AND STATION ON THE SOUTHEAST SIDE OF THE HOUSE.
 JE1879
 JE1879                          STATION RECOVERY (1967)
 JE1879
 JE1879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CEO)
 JE1879'STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER THE MARK
 JE1879'IS CURRENTLY 2 INCHES BELOW THE SURFACE OF A LAWN.  THE
 JE1879'DWELLING ON THE PREMISES BLOCKS ALL LINES TO THE WEST
 JE1879'SO RM 3 WAS ESTABLISHED AS AN ECCENTRIC STATION.  RM 2 WAS
 JE1879'NOT RECOVERED.  A NEW DESCRIPTION WAS WRITTEN FOR RM NO. 3.
 JE1879'
 JE1879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES
 JE1879'SOUTH OF LEES SUMMIT.
 JE1879
 JE1879                          STATION RECOVERY (1972)
 JE1879
 JE1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1879'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED.  THE DIRECTION
 JE1879'TO REFERENCE MARK 3 CHECKED THE 1967 DATA, HOWEVER A DIFFERENCE OF
 JE1879'0.04 FEET OR 0.016 METERS LONGER IN THE DISTANCE WAS NOTED TO
 JE1879'REFERENCE MARK 3.  REFERENCE MARKS 4, 5 AND AN AZIMUTH MARK WERE
 JE1879'ESTABLISHED.  A TOWER COULD NOT BE ERECTED OVER THE STATION DUE
 JE1879'TO ITS PROXIMITY TO A HOUSE.  REFERENCE MARK 4 WAS OCCUPIED.
 JE1879'FOLLOWING IS A NEW DESCRIPTION.
 JE1879'
 JE1879'THE STATION IS ABOUT 2 MILES SOUTH AND 1 MILE WEST OF LEES SUMMIT,
 JE1879'1 MILE WEST OF STATE HIGHWAY 291, 0.15 MILE EAST OF WARD ROAD, IN
 JE1879'THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SEC. 18, T 47 N. R. 31 W.,
 JE1879'IN A PASTURE ON A PROMINENT HILL AND ON PROPERTY OWNED BY C.J.
 JE1879'KANEY, OFFICE PHONE NUMBER VI 2-5290.
 JE1879'
 JE1879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JE1879'HIGHWAY 291, ABOUT 1/2 MILE SOUTH OF LEES SUMMIT, GO SOUTH ON STATE
 JE1879'HIGHWAY 291 FOR 1.75 MILES TO THE JUNCTION WITH STEWARD ROAD.  TURN
 JE1879'RIGHT AND GO WEST ON STEWARD ROAD FOR 1.25 MILES TO THE JUNCTION
 JE1879'WITH WARD ROAD.  TURN RIGHT AND GO NORTH ON WARD ROAD FOR 0.2 MILE
 JE1879'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON WARD ROAD FOR
 JE1879'0.45 MILE TO A PAVED DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO EAST
 JE1879'AND SOUTHEAST ON DRIVEWAY FOR 0.15 MILE TO THE TOP OF HILL,
 JE1879'A FARM HOUSE AND THE STATION ON THE LEFT.
 JE1879'
 JE1879'STATION MARK IS A STANDARD DISK, STAMPED BOWLER 1884, SET IN THE TOP
 JE1879'OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS 2 INCHES BELOW THE
 JE1879'GROUND SURFACE.  IT IS 44.0 FEET WEST OF THE CENTER OF THE PAVED
 JE1879'DRIVEWAY, 13.4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE
 JE1879'AND 7.5 FEET NORTH OF THE NORTH EDGE OF A BRICK WALKWAY.
 JE1879'
 JE1879'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BOWLER 1884 NO 3 1967,
 JE1879'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 JE1879'FLUSH WITH THE GROUND.  IT IS 22.5 FEET WEST OF THE CENTER OF A 3 X
 JE1879'3 FOOT CONCRETE PILLAR, 4.2 FEET SOUTH OF A BOARD FENCE AND ABOUT
 JE1879'THE SAME ELEVATION AS THE STATION.
 JE1879'
 JE1879'REFERENCE MARKS 4 ARE STANDARD DISKS, STAMPED BOWLER 1884 NO 4
 JE1879'1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JE1879'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 JE1879'85.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK PATIO, 29.2 FEET
 JE1879'SOUTHWEST OF THE CENTER OF THE 3 X 3 FOOT CONCRETE PILLAR AND
 JE1879'19.5 FEET SOUTH OF THE BOARD FENCE.  THE UNDERGROUND MARK IS SET
 JE1879'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 JE1879'SURFACE.
 JE1879'
 JE1879'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED BOWLER 1884 NO 5 1972,
 JE1879'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 JE1879'1 INCH BELOW THE GROUND SURFACE.  IT IS 71.0 FEET SOUTH OF THE
 JE1879'SOUTHEAST CORNER OF THE BRICK PATIO, 1.4 FEET SOUTH OF THE BOARD
 JE1879'FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 JE1879'
 JE1879'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOWLER 1884 1972, SET IN
 JE1879'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 JE1879'1 INCH ABOVE THE GROUND.  IT IS 18.5 FEET WEST OF THE CENTER OF
 JE1879'WARD ROAD, 4.0 FEET NORTH OF A POWER LINE POLE, 3.4 FEET SOUTH OF A
 JE1879'WITNESS POST AND 1.3 FEET EAST OF A FENCE.
 JE1879'
 JE1879'AZIMUTH MARK IS OBSTRUCTED FROM STATION BY YARD SHRUBS.
 JE1879'
 JE1879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 JE1879'SOUTH-SOUTHEAST OF LEES SUMMIT.
 JE1879'
 JE1879'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1876 ***********************************************************************
 JE1876  DESIGNATION -  BOWLER RM 3
 JE1876  PID         -  JE1876
 JE1876  STATE/COUNTY-  MO/JACKSON
 JE1876  USGS QUAD   -  LEES SUMMIT (1990)
 JE1876
 JE1876                         *CURRENT SURVEY CONTROL
 JE1876  ___________________________________________________________________
 JE1876* NAD 83(1997)-  38 53 15.24018(N)    094 23 40.74842(W)     ADJUSTED  
 JE1876* NAVD 88     -       330.88   (+/-2cm)    1085.6    (feet)  VERTCON   
 JE1876  ___________________________________________________________________
 JE1876  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JE1876  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JE1876
 JE1876  HORZ ORDER  -  SECOND
 JE1876  VERT ORDER  -  THIRD ? (See Below)
 JE1876
 JE1876.The horizontal coordinates were established by classical geodetic methods
 JE1876.and adjusted by the National Geodetic Survey in February 2000..
 JE1876
 JE1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1876.The vertical order pertains to the NGVD 29 superseded value.
 JE1876
 JE1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1876
 JE1876.The geoid height was determined by GEOID03.
 JE1876
 JE1876;                    North         East     Units Scale Factor Converg.
 JE1876;SPC MO W     -   301,973.687   859,139.778   MT  0.99994220   +0 03 58.1
 JE1876;UTM  15      - 4,305,224.168   379,041.158   MT  0.99978016   -0 52 32.4
 JE1876
 JE1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1876!SPC MO W     -   0.99995317  x   0.99994220  =   0.99989537
 JE1876!UTM  15      -   0.99995317  x   0.99978016  =   0.99973334
 JE1876
 JE1876:                Primary Azimuth Mark                     Grid Az
 JE1876:SPC MO W     -  LEES SUMMIT MUNICIPAL TANK               036 56 20.9
 JE1876:UTM  15      -  LEES SUMMIT MUNICIPAL TANK               037 52 51.4
 JE1876
 JE1876|---------------------------------------------------------------------|
 JE1876| PID    Reference Object                     Distance      Geod. Az  |
 JE1876|                                                           dddmmss.s |
 JE1876| JE1877 LEES SUMMIT MUNICIPAL TANK          APPROX. 2.7 KM 0370019.0 |
 JE1876| JE1863 LEES SUMMIT ST POLICE RAD MAST      APPROX. 3.2 KM 0553645.8 |
 JE1876| JE1968 BELTON OLD MUNICIPAL TANK           APPROX.14.6 KM 2342011.2 |
 JE1876| JE1963 BELTON NEW MUNICIPAL TANK           APPROX.14.6 KM 2370052.6 |
 JE1876| JE1965 BELTON GEBAUR AFB TANK              APPROX.14.5 KM 2440117.2 |
 JE1876| JE1967 BELTON GEBAUR AFB MICROWAVE         APPROX.14.0 KM 2505426.7 |
 JE1876| JE1944 GRANDVIEW MUNICIPAL TANK            APPROX.12.3 KM 2721202.3 |
 JE1876|---------------------------------------------------------------------|
 JE1876
 JE1876                          SUPERSEDED SURVEY CONTROL
 JE1876
 JE1876  NAD 83(1997)-  38 53 15.24027(N)    094 23 40.74840(W) AD(       ) 2
 JE1876  NAD 83(1986)-  38 53 15.24707(N)    094 23 40.74472(W) AD(       ) 2
 JE1876  NAD 27      -  38 53 15.21865(N)    094 23 39.92350(W) AD(       ) 2
 JE1876  NGVD 29 (07/19/86)  330.79   (m)         1085.3    (f) LEVELING    3  
 JE1876
 JE1876.Superseded values are not recommended for survey control.
 JE1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1876.See file dsdata.txt to determine how the superseded data were derived.
 JE1876
 JE1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7904105224(NAD 83)
 JE1876_MARKER: DR = REFERENCE MARK DISK
 JE1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1876+STABILITY: SURFACE MOTION
 JE1876
 JE1876  HISTORY     - Date     Condition        Report By
 JE1876  HISTORY     - 1967     MONUMENTED       CGS
 JE1876  HISTORY     - 1972     GOOD             NGS
 JE1876
 JE1876                          STATION DESCRIPTION
 JE1876
 JE1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 JE1876'STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF LEES
 JE1876'SUMMIT, IN THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF
 JE1876'SOUTHWEST QUARTER OF SECTION 18, T 47 N, R 31 W, 1.5 MILES
 JE1876'WEST OF U.S. HIGHWAY 71 BYPASS, ON A SMALL HILL, AND ON LAND
 JE1876'OWNED BY MR. C.J. KANEY.
 JE1876'
 JE1876'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 71 BYPASS
 JE1876'AND STATE ROUTE 150, ABOUT 4 MILES SOUTH OF LEES SUMMIT, GO
 JE1876'WEST ON STATE ROUTE 150 FOR 1.2 MILES TO A CROSSROAD.  TURN
 JE1876'RIGHT AND GO NORTH ON COUNTY ROAD 10 E FOR 2.7 MILES TO A
 JE1876'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO EAST ON SURFACED
 JE1876'DRIVEWAY FOR 0.15 MILE TO TOP OF HILL AND THE STATION ON THE
 JE1876'RIGHT.
 JE1876'
 JE1876'STATION SURFACE MARK IS STAMPED BOWLER 1884 NO. 3 1967, SET
 JE1876'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 JE1876'IT IS 20 FEET WEST OF A LARGE STONE GATE POST, 15 FEET SOUTH
 JE1876'OF THE CENTER OF SURFACED DRIVEWAY, AND 4 FEET SOUTH OF A
 JE1876'WOODEN FENCE.  A STANDARD TRIANGULATION DISK WAS SET FOR
 JE1876'THE UNDERGROUND MARK.  IT IS STAMPED BOWLER 1884 NO. 3 1967,
 JE1876'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES
 JE1876'BELOW THE SURFACE OF THE GROUND.
 JE1876
 JE1876                          STATION RECOVERY (1972)
 JE1876
 JE1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1876'THE STATION WAS RECOVERED AS DESCRIBED BY C.E. OTTMERS IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1885 ***********************************************************************
 JE1885  DESIGNATION -  BOWLER RM 4
 JE1885  PID         -  JE1885
 JE1885  STATE/COUNTY-  MO/JACKSON
 JE1885  USGS QUAD   -  LEES SUMMIT (1990)
 JE1885
 JE1885                         *CURRENT SURVEY CONTROL
 JE1885  ___________________________________________________________________
 JE1885* NAD 83(1997)-  38 53 15.09433(N)    094 23 40.79518(W)     ADJUSTED  
 JE1885* NAVD 88     -       330.79   (+/-2cm)    1085.3    (feet)  VERTCON   
 JE1885  ___________________________________________________________________
 JE1885  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JE1885  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JE1885
 JE1885  HORZ ORDER  -  FIRST
 JE1885  VERT ORDER  -  THIRD ? (See Below)
 JE1885
 JE1885.The horizontal coordinates were established by classical geodetic methods
 JE1885.and adjusted by the National Geodetic Survey in February 2000..
 JE1885
 JE1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1885.The vertical order pertains to the NGVD 29 superseded value.
 JE1885
 JE1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1885
 JE1885.The geoid height was determined by GEOID03.
 JE1885
 JE1885;                    North         East     Units Scale Factor Converg.
 JE1885;SPC MO W     -   301,969.188   859,138.656   MT  0.99994220   +0 03 58.1
 JE1885;UTM  15      - 4,305,219.689   379,039.963   MT  0.99978017   -0 52 32.4
 JE1885
 JE1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1885!SPC MO W     -   0.99995319  x   0.99994220  =   0.99989539
 JE1885!UTM  15      -   0.99995319  x   0.99978017  =   0.99973337
 JE1885
 JE1885|---------------------------------------------------------------------|
 JE1885| PID    Reference Object                     Distance      Geod. Az  |
 JE1885|                                                           dddmmss.s |
 JE1885| JE1876 BOWLER RM 3                           4.637 METERS 01404     |
 JE1885| JE1879 BOWLER                               35.867 METERS 01524     |
 JE1885| CQ5828 BOWLER AZ MK 2                                     1964410.3 |
 JE1885| JE1970 GRANDVIEW E TANK                    APPROX.10.3 KM 2555351.3 |
 JE1885| JE1951 KANSAS CITY HICKMAN MILLS TANK      APPROX.10.9 KM 2893741.2 |
 JE1885| CQ5830 BOWLER RM 5                          14.110 METERS 30511     |
 JE1885|---------------------------------------------------------------------|
 JE1885
 JE1885                          SUPERSEDED SURVEY CONTROL
 JE1885
 JE1885  NAD 83(1997)-  38 53 15.09442(N)    094 23 40.79516(W) AD(       ) 1
 JE1885  NAD 83(1986)-  38 53 15.10100(N)    094 23 40.79156(W) AD(       ) 1
 JE1885  NAD 27      -  38 53 15.07280(N)    094 23 39.97026(W) AD(       ) 1
 JE1885  NGVD 29 (07/19/86)  330.70   (m)         1085.0    (f) LEVELING    3  
 JE1885
 JE1885.Superseded values are not recommended for survey control.
 JE1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1885.See file dsdata.txt to determine how the superseded data were derived.
 JE1885
 JE1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7904005220(NAD 83)
 JE1885_MARKER: DR = REFERENCE MARK DISK
 JE1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1885
 JE1885  HISTORY     - Date     Condition        Report By
 JE1885  HISTORY     - 1972     MONUMENTED       NGS
 JE1885
 JE1885                          STATION DESCRIPTION
 JE1885
 JE1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1885'THE STATION IS ABOUT 2 MILES SOUTH AND 1 MILE WEST OF LEES SUMMIT,
 JE1885'1 MILE WEST OF STATE HIGHWAY 291, 0.15 MILE EAST OF WARD ROAD, IN
 JE1885'THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SEC. 18, T 47 N., R. 31
 JE1885'W., IN A PASTURE ON A PROMINENT HILL AND ON PROPERTY OWNED BY C.J.
 JE1885'KANEY, OFFICE PHONE NUMBER VI 2-5290.
 JE1885'
 JE1885'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JE1885'HIGHWAY 291, ABOUT 1/2 MILE SOUTH OF LEES SUMMIT, GO SOUTH ON STATE
 JE1885'HIGHWAY 291 FOR 1.75 MILES TO THE JUNCTION WITH STEWARD ROAD.
 JE1885'TURN RIGHT AND GO WEST ON STEWARD ROAD FOR 1.25 MILES TO THE
 JE1885'JUNCTION WITH WARD ROAD.  TURN RIGHT AND GO NORTH ON WARD ROAD FOR
 JE1885'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON WARD
 JE1885'ROAD FOR 0.45 MILE TO A PAVED DRIVEWAY ON THE RIGHT.  TURN
 JE1885'RIGHT AND GO EAST AND SOUTHEAST ON DRIVEWAY FOR 0.15 MILE TO THE
 JE1885'TOP OF HILL, A HOUSE ON THE LEFT AND THE STATION ON THE RIGHT.
 JE1885'
 JE1885'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED BOWLER 1884
 JE1885'NO 4 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 JE1885'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND
 JE1885'SURFACE.  IT IS 85.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK
 JE1885'PATIO, 29.2 FEET SOUTHWEST OF THE CENTER OF A 3 X 3 FOOT CONCRETE
 JE1885'PILLAR AND 19.5 FEET SOUTH OF A BOARD FENCE.  THE UNDERGROUND
 JE1885'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 JE1885'GROUND SURFACE.
 JE1885'
 JE1885'BOWLER 1884 IS A STANDARD DISK, STAMPED BOWLER 1884, SET IN THE TOP
 JE1885'OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS 2 INCHES BELOW THE
 JE1885'GROUND SURFACE.  IT IS 44.0 FEET WEST OF THE CENTER OF A PAVED
 JE1885'DRIVEWAY, 13.4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE
 JE1885'AND 7.5 FEET NORTH OF THE NORTH EDGE OF A BRICK WALK.
 JE1885'
 JE1885'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BOWLER 1884 NO 3 1967,
 JE1885'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 JE1885'FLUSH WITH THE GROUND.  IT IS 22.5 FEET WEST OF THE CENTER OF THE
 JE1885'3 X 3 FOOT CONCRETE PILLAR, 4.2 FEET SOUTH OF THE BOARD FENCE AND
 JE1885'ABOUT THE SAME ELEVATION AS THE STATION.
 JE1885'
 JE1885'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED BOWLER 1884 NO 5
 JE1885'1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JE1885'THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 71.0 FEET SOUTH OF
 JE1885'THE SOUTHEAST CORNER OF A BRICK PATIO, 1.4 FEET SOUTH OF THE
 JE1885'BOARD FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 JE1885'
 JE1885'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOWLER 1884 1972, SET IN THE
 JE1885'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1 INCH
 JE1885'ABOVE THE GROUND.  IT IS 18.5 FEET WEST OF THE CENTER OF WARD ROAD,
 JE1885'4.0 FEET NORTH OF A POWER LINE POLE, 3.4 FEET SOUTH OF A WITNESS
 JE1885'POST AND 1.3 FEET EAST OF A FENCE.
 JE1885'
 JE1885'NEAREST TOWN--LEES SUMMIT.
 JE1885'
 JE1885'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0408 ***********************************************************************
 KC0408  DESIGNATION -  BOWLING GREEN
 KC0408  PID         -  KC0408
 KC0408  STATE/COUNTY-  MO/PIKE
 KC0408  USGS QUAD   -  BOWLING GREEN (1984)
 KC0408
 KC0408                         *CURRENT SURVEY CONTROL
 KC0408  ___________________________________________________________________
 KC0408* NAD 83(1986)-  39 20 32.     (N)    091 11 42.     (W)     SCALED    
 KC0408* NAVD 88     -       273.936  (meters)     898.74   (feet)  ADJUSTED  
 KC0408  ___________________________________________________________________
 KC0408  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KC0408  DYNAMIC HT  -         273.770 (meters)     898.19  (feet)  COMP
 KC0408  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 KC0408
 KC0408  VERT ORDER  -  SECOND    CLASS 0
 KC0408
 KC0408.The horizontal coordinates were scaled from a topographic map and have
 KC0408.an estimated accuracy of +/- 6 seconds.
 KC0408
 KC0408.The orthometric height was determined by differential leveling
 KC0408.and adjusted by the National Geodetic Survey in June 1991..
 KC0408
 KC0408.The geoid height was determined by GEOID03.
 KC0408
 KC0408.The dynamic height is computed by dividing the NAVD 88
 KC0408.geopotential number by the normal gravity value computed on the
 KC0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0408.degrees latitude (g = 980.6199 gals.).
 KC0408
 KC0408.The modeled gravity was interpolated from observed gravity values.
 KC0408
 KC0408;                    North         East    Units  Estimated Accuracy
 KC0408;SPC MO E     -   389,650.      190,090.      MT  (+/- 180 meters Scaled)
 KC0408
 KC0408                          SUPERSEDED SURVEY CONTROL
 KC0408
 KC0408  NGVD 29 (??/??/92)  273.950  (m)          898.78   (f) ADJ UNCH    2 0
 KC0408
 KC0408.Superseded values are not recommended for survey control.
 KC0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0408.See file dsdata.txt to determine how the superseded data were derived.
 KC0408
 KC0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD555563(NAD 83)
 KC0408_MARKER: DB = BENCH MARK DISK
 KC0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0408_SP_SET: BUILDING
 KC0408_STAMPING: OWLING GREEN 1934
 KC0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KC0408+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 KC0408
 KC0408  HISTORY     - Date     Condition        Report By
 KC0408  HISTORY     - 1934     MONUMENTED       CGS
 KC0408  HISTORY     - 1935     GOOD             NGS
 KC0408  HISTORY     - 19990706 GOOD             NGS
 KC0408  HISTORY     - 20050727 GOOD             GEOCAC
 KC0408
 KC0408                          STATION DESCRIPTION
 KC0408
 KC0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0408'AT BOWLING GREEN.
 KC0408'AT BOWLING GREEN, PIKE COUNTY, AT THE PIKE COUNTY COURTHOUSE, AT
 KC0408'THE EAST SIDE OF THE SOUTH ENTRANCE, AND IN THE FACE OF THE
 KC0408'BUILDING.  A STANDARD DISK, STAMPED OWLING GREEN 1934 AND SET
 KC0408'VERTICALLY.
 KC0408
 KC0408                          STATION RECOVERY (1999)
 KC0408
 KC0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 KC0408'COURTHOUSE ON WEST MAIN ST., JUST EAST OF ROUTES US BUSINESS 61 AND
 KC0408'COUNTY Y.  GRAVITY STATION 42 INCHES BELOW BM.
 KC0408
 KC0408                          STATION RECOVERY (2005)
 KC0408
 KC0408'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KC0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0706 ***********************************************************************
 KC0706  SACS        -  This is a Secondary Airport Control Station.
 KC0706  DESIGNATION -  BOWLPORT
 KC0706  PID         -  KC0706
 KC0706  STATE/COUNTY-  MO/PIKE
 KC0706  USGS QUAD   -  BOWLING GREEN (1984)
 KC0706
 KC0706                         *CURRENT SURVEY CONTROL
 KC0706  ___________________________________________________________________
 KC0706* NAD 83(1997)-  39 22 01.91736(N)    091 12 55.77946(W)     ADJUSTED  
 KC0706* NAVD 88     -       269.61   (meters)     884.5    (feet)  GPS OBS   
 KC0706  ___________________________________________________________________
 KC0706  X           -    -104,743.529 (meters)                     COMP
 KC0706  Y           -  -4,936,643.356 (meters)                     COMP
 KC0706  Z           -   4,024,066.246 (meters)                     COMP
 KC0706  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 KC0706  ELLIP HEIGHT-         237.19  (meters)          (02/11/04) GPS OBS
 KC0706  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KC0706
 KC0706  HORZ ORDER  -  A
 KC0706  ELLP ORDER  -  FOURTH    CLASS I
 KC0706
 KC0706.This mark is at Bowling Green Municipal Airport (H19)
 KC0706
 KC0706.The horizontal coordinates were established by GPS observations
 KC0706.and adjusted by the National Geodetic Survey in February 2004..
 KC0706
 KC0706.The orthometric height was determined by GPS observations and a
 KC0706.high-resolution geoid model.
 KC0706
 KC0706.GPS derived orthometric heights for airport stations designated as
 KC0706.PACS or SACS are published to 2 decimal places.  This maintains
 KC0706.centimeter relative accuracy between the PACS and SACS.  It does
 KC0706.not indicate centimeter accuracy relative to other marks which are
 KC0706.part of the NAVD 88 network.
 KC0706
 KC0706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0706
 KC0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0706
 KC0706.The ellipsoidal height was determined by GPS observations
 KC0706.and is referenced to NAD 83.
 KC0706
 KC0706.The geoid height was determined by GEOID03.
 KC0706
 KC0706;                    North         East     Units Scale Factor Converg.
 KC0706;SPC MO E     -   392,438.354   188,344.733   MT  0.99998012   -0 27 13.8
 KC0706;UTM  15      - 4,359,045.090   653,726.519   MT  0.99989097   +1 07 55.6
 KC0706
 KC0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0706!SPC MO E     -   0.99996279  x   0.99998012  =   0.99994291
 KC0706!UTM  15      -   0.99996279  x   0.99989097  =   0.99985376
 KC0706
 KC0706:                Primary Azimuth Mark                     Grid Az
 KC0706:SPC MO E     -  BOWLPORT AZ MK                           314 56 28.6
 KC0706:UTM  15      -  BOWLPORT AZ MK                           313 21 19.2
 KC0706
 KC0706|---------------------------------------------------------------------|
 KC0706| PID    Reference Object                     Distance      Geod. Az  |
 KC0706|                                                           dddmmss.s |
 KC0706| KC0707 BOWLPORT AZ MK                      APPROX. 0.8 KM 3142914.8 |
 KC0706|---------------------------------------------------------------------|
 KC0706
 KC0706                          SUPERSEDED SURVEY CONTROL
 KC0706
 KC0706  NAD 83(1997)-  39 22 01.91750(N)    091 12 55.77569(W) AD(       ) 3
 KC0706  ELLIP H (02/17/00)  237.22   (m)                       GP(       ) 4 1
 KC0706  NAD 83(1997)-  39 22 01.91962(N)    091 12 55.77600(W) AD(       ) 3
 KC0706  NAD 83(1986)-  39 22 01.92713(N)    091 12 55.77707(W) AD(       ) 3
 KC0706  NGVD 29 (10/04/91)  269.5    (m)          884.     (f) GPS OBS        
 KC0706
 KC0706.Superseded values are not recommended for survey control.
 KC0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0706.See file dsdata.txt to determine how the superseded data were derived.
 KC0706
 KC0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD5372759045(NAD 83)
 KC0706_MARKER: I = METAL ROD
 KC0706_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KC0706_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KC0706_STAMPING: BOWLPORT 1991
 KC0706_MARK LOGO: NGS   
 KC0706_PROJECTION: RECESSED 4 CENTIMETERS
 KC0706_MAGNETIC: I = MARKER IS A STEEL ROD
 KC0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0706+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 KC0706_ROD/PIPE-DEPTH: 4.90 meters
 KC0706_SLEEVE-DEPTH  : 1.00 meters
 KC0706
 KC0706  HISTORY     - Date     Condition        Report By
 KC0706  HISTORY     - 1991     MONUMENTED       NGS
 KC0706  HISTORY     - 19970122 GOOD             NGS
 KC0706  HISTORY     - 20030724 GOOD             NGS
 KC0706  HISTORY     - 20050330 GOOD             USGS
 KC0706
 KC0706                          STATION DESCRIPTION
 KC0706
 KC0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KC0706'STATION IS LOCATED ABOUT 48.4 KM (30.1 MI) SOUTHWEST OF HANNIBAL, AT
 KC0706'THE BOWLING GREEN MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF BOWLING
 KC0706'GREEN, RR 2, BOWLING GREEN, MO 63334.  AIRPORT MANAGER IS AL ALDRICH,
 KC0706'PHONE 314-324-2455 OR LEE FREY, CITY ADMINISTRATOR, PHONE
 KC0706'314-324-2373.
 KC0706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 61 AND 54
 KC0706'EAST, LOCATED AT THE NORTH SIDE OF BOWLING GREEN, GO NORTH ALONG
 KC0706'HIGHWAY 61 FOR 1.8 KM (1.1 MI) TO THE JUNCTION OF BUSINESS ROUTE 61
 KC0706'ON THE LEFT.  TURN LEFT, SOUTHWEST, ON HIGHWAY 61 BUSINESS FOR 0.64
 KC0706'KM (0.40 MI) TO COUNTY ROAD 91 ON THE RIGHT.  TURN RIGHT, WEST, ON
 KC0706'ROAD 91 FOR 0.40 KM (0.25 MI) TO THE AIRPORT ON THE RIGHT.  GO TO THE
 KC0706'EAST SIDE OF APRON AND MAKE WAY EAST ALONG THE TAXIWAY FOR 0.16 KM
 KC0706'(0.10 MI) TO THE JUNCTION OF THE RUNWAY.  CROSS THE RUNWAY TO THE
 KC0706'STATION.
 KC0706'STATION IS LOCATED 37.8 M (124.0 FT) SOUTHEAST OF THE FIRST RUNWAY
 KC0706'LIGHT NORTHWEST OF RUNWAY END 31, 12.4 M (40.7 FT) NORTHEAST OF
 KC0706'CENTER OF THE RUNWAY, AND 5.3 M (17.4 FT) SOUTHWEST OF A FIBERGLASS
 KC0706'WITNESS POST.
 KC0706
 KC0706                          STATION RECOVERY (1997)
 KC0706
 KC0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KC0706'THE STATION IS LOCATED ABOUT 48.4 KM (30.05 MI) SOUTH-SOUTHEAST OF
 KC0706'HANNIBAL, MO., ABOUT 4.8 KM (3.00 MI) NORTHWEST OF BOWLING GREEN, MO.,
 KC0706'AT THE BOWLING GREEN MUNICIPAL AIRPORT (H19) .  IN THE GRASS, NEAR THE
 KC0706'NORTHEAST SIDE OF RUNWAY END 31, NORTHWEST OF THE RUNWAY END.
 KC0706'OWNERSHIP--CITY OF BOWLING GREEN, RR 2, BOWLING GREEN, MO. 63334.
 KC0706'AIRPORT MANAGER RICHARD C.  EDDY, PHONE 573-324-2455 OR CITY
 KC0706'ADMINISTRATOR JOE SMITH, PHONE 573-324-2373.  NOTE--PIKE AIR SERVICES
 KC0706'JUMP SCHOOL TRAINING 7-DAYS A WEEK FROM APRIL TO NOVEMBER. NOTE--THIS
 KC0706'STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) . TO REACH THE
 KC0706'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 54 AND 61 ON THE NORTH
 KC0706'SIDE OF BOWLING GREEN, GO NORTHWEST, 1.8 KM (1.10 MI) ALONG HIGHWAY 61
 KC0706'TO THE JUNCTION OF BUSINESS ROUTE 61 ON THE LEFT.  TURN LEFT,
 KC0706'SOUTHWEST, 0.32 KM (0.20 MI) ALONG BUSINESS 61 TO PIKE COUNTY ROAD 46
 KC0706'ON THE RIGHT.  TURN RIGHT, WEST, 0.4 KM (0.25 MI) ALONG COUNTY ROAD 46
 KC0706'TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST, 0.3 KM (0.20
 KC0706'MI) ACROSS APRON AND ALONG TAXI TO THE RUNWAY. BEAR LEFT, NORTH,
 KC0706'ACROSS RUNWAY TO THE STATION JUST NORTHEAST OF THE RUNWAY EDGE.
 KC0706'STATION IS 37.8 M (124.0 FT) SOUTHEAST OF THE 1ST RUNWAY LIGHT
 KC0706'NORTHWEST OF RUNWAY END 31, 12.3 M (40.4 FT) NORTHEAST OF THE RUNWAY
 KC0706'CENTER, 5.3 M (17.4 FT) SOUTHWEST OF A WITNESS POST, AND THE STATION
 KC0706'IS ABOUT 0.3 M (1.0 FT) BELOW THE RUNWAY LEVEL AND PROJECTING ABOUT
 KC0706'5-CM ABOVE THE GROUND SURFACE.  BY R.G.  HAYES  NOTE--THE DATUM POINT
 KC0706'IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO
 KC0706'A DEPTH OF 4.9 M, (16.1 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT)
 KC0706'LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY
 KC0706'CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 KC0706
 KC0706                          STATION RECOVERY (2003)
 KC0706
 KC0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KC0706'AT THE SE OR 31 RUNWAY END OF BOWLING GREEN AIRPORT. AIRPORT OFFICE
 KC0706'PHONE NUMBER IS 573-324-3300. OFFICE IS NOT ALWAYS STAFFED. RECOVERED
 KC0706'USING EXISTING TIES.
 KC0706' 
 KC0706'
 KC0706
 KC0706                          STATION RECOVERY (2005)
 KC0706
 KC0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (MSM)
 KC0706'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0707 ***********************************************************************
 KC0707  SACS        -  This is a Secondary Airport Control Station.
 KC0707  DESIGNATION -  BOWLPORT AZ MK
 KC0707  PID         -  KC0707
 KC0707  STATE/COUNTY-  MO/PIKE
 KC0707  USGS QUAD   -  BOWLING GREEN (1984)
 KC0707
 KC0707                         *CURRENT SURVEY CONTROL
 KC0707  ___________________________________________________________________
 KC0707* NAD 83(1997)-  39 22 19.02133(N)    091 13 18.21481(W)     ADJUSTED  
 KC0707* NAVD 88     -       267.4    (meters)     877.     (feet)  VERTCON   
 KC0707  ___________________________________________________________________
 KC0707  X           -    -105,273.317 (meters)                     COMP
 KC0707  Y           -  -4,936,295.815 (meters)                     COMP
 KC0707  Z           -   4,024,472.733 (meters)                     COMP
 KC0707  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 KC0707  ELLIP HEIGHT-         235.13  (meters)          (02/17/00) GPS OBS
 KC0707  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KC0707
 KC0707  HORZ ORDER  -  THIRD
 KC0707  ELLP ORDER  -  FOURTH    CLASS I
 KC0707
 KC0707.This mark is at Bowling Green Municipal Airport (H19)
 KC0707
 KC0707.The horizontal coordinates were established by GPS observations
 KC0707.and adjusted by the National Geodetic Survey in February 2000..
 KC0707
 KC0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0707
 KC0707.GPS derived orthometric heights for airport stations designated as
 KC0707.PACS or SACS are published to 2 decimal places.  This maintains
 KC0707.centimeter relative accuracy between the PACS and SACS.  It does
 KC0707.not indicate centimeter accuracy relative to other marks which are
 KC0707.part of the NAVD 88 network.
 KC0707
 KC0707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0707
 KC0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0707
 KC0707.The ellipsoidal height was determined by GPS observations
 KC0707.and is referenced to NAD 83.
 KC0707
 KC0707.The geoid height was determined by GEOID03.
 KC0707
 KC0707;                    North         East     Units Scale Factor Converg.
 KC0707;SPC MO E     -   392,970.079   187,811.918   MT  0.99998093   -0 27 28.2
 KC0707;UTM  15      - 4,359,561.817   653,179.240   MT  0.99988890   +1 07 41.8
 KC0707
 KC0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0707!SPC MO E     -   0.99996311  x   0.99998093  =   0.99994404
 KC0707!UTM  15      -   0.99996311  x   0.99988890  =   0.99985202
 KC0707
 KC0707:                Primary Azimuth Mark                     Grid Az
 KC0707:SPC MO E     -  BOWLPORT                                 134 56 28.7
 KC0707:UTM  15      -  BOWLPORT                                 133 21 18.7
 KC0707
 KC0707|---------------------------------------------------------------------|
 KC0707| PID    Reference Object                     Distance      Geod. Az  |
 KC0707|                                                           dddmmss.s |
 KC0707| KC0706 BOWLPORT                            APPROX. 0.8 KM 1342900.5 |
 KC0707|---------------------------------------------------------------------|
 KC0707
 KC0707                          SUPERSEDED SURVEY CONTROL
 KC0707
 KC0707  NAD 83(1997)-  39 22 19.02333(N)    091 13 18.21511(W) AD(       ) 3
 KC0707  NAD 83(1986)-  39 22 19.03090(N)    091 13 18.21619(W) AD(       ) 3
 KC0707  NGVD 29 (10/04/91)  267.4    (m)          877.     (f) GPS OBS        
 KC0707
 KC0707.Superseded values are not recommended for survey control.
 KC0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0707.See file dsdata.txt to determine how the superseded data were derived.
 KC0707
 KC0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD5317959562(NAD 83)
 KC0707_MARKER: I = METAL ROD
 KC0707_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KC0707_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KC0707_STAMPING: BOWLPORT AZ MK 1991
 KC0707_MARK LOGO: NGS   
 KC0707_PROJECTION: FLUSH
 KC0707_MAGNETIC: I = MARKER IS A STEEL ROD
 KC0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0707+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 KC0707_ROD/PIPE-DEPTH: 7.3  meters
 KC0707_SLEEVE-DEPTH  : 1.0 meters
 KC0707
 KC0707  HISTORY     - Date     Condition        Report By
 KC0707  HISTORY     - 1991     MONUMENTED       NGS
 KC0707  HISTORY     - 19970122 GOOD             NGS
 KC0707  HISTORY     - 20050330 GOOD             USGS
 KC0707
 KC0707                          STATION DESCRIPTION
 KC0707
 KC0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KC0707'STATION IS LOCATED ABOUT 48.4 KM (30.1 MI) SOUTHWEST OF HANNIBAL, AT
 KC0707'THE BOWLING GREEN MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF BOWLING
 KC0707'GREEN, RR 2, BOWLING GREEN, MO 63334.  AIRPORT MANAGER IS AL ALDRICH,
 KC0707'PHONE 314-324-2455 OR LEE FREY, CITY ADMINISTRATOR, PHONE
 KC0707'314-324-2373.
 KC0707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 61 AND 54
 KC0707'EAST, LOCATED AT THE NORTH SIDE OF BOWLING GREEN, GO NORTH ALONG
 KC0707'HIGHWAY 61 FOR 1.8 KM (1.1 MI) TO THE JUNCTION OF BUSINESS ROUTE 61
 KC0707'ON THE LEFT.  TURN LEFT, SOUTHWEST, ON HIGHWAY 61 BUSINESS FOR 0.64
 KC0707'KM (0.40 MI) TO COUNTY ROAD 91 ON THE RIGHT.  TURN RIGHT, WEST, ON
 KC0707'ROAD 91 FOR 0.40 KM (0.25 MI) TO THE AIRPORT ON THE RIGHT.  GO TO THE
 KC0707'EAST SIDE OF APRON AND MAKE WAY EAST ALONG THE TAXIWAY FOR 0.16 KM
 KC0707'(0.10 MI) TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, NORTHWEST, ALONG
 KC0707'THE NORTHEAST SIDE OF RUNWAY FOR 0.72 KM (0.45 MI) TO THE STATION.
 KC0707'STATION IS LOCATED 12.2 M (40.0 FT) NORTHEAST OF THE CENTER OF THE
 KC0707'RUNWAY, 3.9 M (12.8 FT) EAST-SOUTHEAST OF A RUNWAY LIGHT, AND 2.0 M
 KC0707'(6.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 KC0707
 KC0707                          STATION RECOVERY (1997)
 KC0707
 KC0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KC0707'THE STATION IS LOCATED ABOUT 48.4 KM (30.05 MI) SOUTH-SOUTHEAST OF
 KC0707'HANNIBAL, MO., ABOUT 4.8 KM (3.00 MI) NORTHWEST OF BOWLING GREEN, MO.,
 KC0707'AT THE BOWLING GREEN MUNICIPAL AIRPORT (H19) .  IN THE GRASS, ALONG
 KC0707'THE NORTHEAST SIDE OF THE RUNWAY, SOUTHEAST OF RUNWAY END 13.
 KC0707'OWNERSHIP--CITY OF BOWLING GREEN, RR 2, BOWLING GREEN, MO.  63334.
 KC0707'AIRPORT MANAGER RICHARD C.  EDDY, PHONE 573-324-2455 OR CITY
 KC0707'ADMINISTRATOR JOE SMITH, PHONE 573-324-2373.  NOTE--PIKE AIR SERVICES
 KC0707'JUMP SCHOOL TRAINING 7-DAYS A WEEK FROM APRIL TO NOVEMBER. NOTE--THIS
 KC0707'STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) . TO REACH THE
 KC0707'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 54 AND 61 ON THE NORTH
 KC0707'SIDE OF BOWLING GREEN, GO NORTHWEST, 1.8 KM (1.10 MI) ALONG HIGHWAY 61
 KC0707'TO THE JUNCTION OF BUSINESS ROUTE 61 ON THE LEFT.  TURN LEFT,
 KC0707'SOUTHWEST, 0.32 KM (0.20 MI) ALONG BUSINESS 61 TO COUNTY ROAD 46 ON
 KC0707'THE RIGHT.  TURN RIGHT, WEST, 0.4 KM (0.25 MI) ALONG COUNTY ROAD 46 TO
 KC0707'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST, 0.3 KM (0.20 MI)
 KC0707'ACROSS APRON AND ALONG TAXI TO THE RUNWAY.  TURN LEFT, NORTHWEST, 0.72
 KC0707'KM (0.45 MI) ALONG THE NORTHEAST SIDE OF THE RUNWAY TO THE STATION ON
 KC0707'THE RIGHT.  STATION IS 12.2 M (40.0 FT) NORTHEAST OF THE RUNWAY
 KC0707'CENTER, 11.9 M (39.0 FT) SOUTHWEST OF A WITNESS POST, 3.9 M (12.8 FT)
 KC0707'EAST-SOUTHEAST OF A RUNWAY LIGHT, AND THE STATION IS ABOUT 0.2 M (0.7
 KC0707'FT) BELOW THE RUNWAY LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R.G.
 KC0707'HAYES  NOTE--THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A
 KC0707'STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 4.9 M, (16.1 FT) IN A GREASE
 KC0707'FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH
 KC0707'NGS LOGO CAP, SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS
 KC0707'THROUGH THE 5-INCH LOGO CAP.
 KC0707
 KC0707                          STATION RECOVERY (2005)
 KC0707
 KC0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (MSM)
 KC0707'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1277 ***********************************************************************
 KD1277  DESIGNATION -  BOWMAN
 KD1277  PID         -  KD1277
 KD1277  STATE/COUNTY-  MO/RAY
 KD1277  USGS QUAD   -  HARDIN (1978)
 KD1277
 KD1277                         *CURRENT SURVEY CONTROL
 KD1277  ___________________________________________________________________
 KD1277* NAD 83(1997)-  39 21 33.91595(N)    093 50 36.57336(W)     ADJUSTED  
 KD1277* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 KD1277  ___________________________________________________________________
 KD1277  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 KD1277  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD1277
 KD1277  HORZ ORDER  -  SECOND
 KD1277
 KD1277.The horizontal coordinates were established by classical geodetic methods
 KD1277.and adjusted by the National Geodetic Survey in February 2000..
 KD1277
 KD1277.The orthometric height was scaled from a topographic map.
 KD1277
 KD1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1277
 KD1277.The geoid height was determined by GEOID03.
 KD1277
 KD1277;                    North         East     Units Scale Factor Converg.
 KD1277;SPC MO W     -   354,555.158   906,578.947   MT  0.99998058   +0 24 58.9
 KD1277;SPC MO C     -   392,191.656   384,214.786   MT  1.00009834   -0 51 07.6
 KD1277;UTM  15      - 4,357,002.404   427,330.942   MT  0.99966502   -0 32 05.8
 KD1277
 KD1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1277!SPC MO W     -   0.99996134  x   0.99998058  =   0.99994192
 KD1277!SPC MO C     -   0.99996134  x   1.00009834  =   1.00005968
 KD1277!UTM  15      -   0.99996134  x   0.99966502  =   0.99962637
 KD1277
 KD1277|---------------------------------------------------------------------|
 KD1277| PID    Reference Object                     Distance      Geod. Az  |
 KD1277|                                                           dddmmss.s |
 KD1277| CL8943 BOWMAN RM 1                          23.160 METERS 04742     |
 KD1277| CL8944 BOWMAN RM 2                          25.269 METERS 15143     |
 KD1277| CL8942 BOWMAN AZ MK                                       1950048.5 |
 KD1277|---------------------------------------------------------------------|
 KD1277
 KD1277                          SUPERSEDED SURVEY CONTROL
 KD1277
 KD1277  NAD 83(1997)-  39 21 33.91743(N)    093 50 36.57553(W) AD(       ) 2
 KD1277  NAD 83(1986)-  39 21 33.92120(N)    093 50 36.57310(W) AD(       ) 2
 KD1277  NAD 27      -  39 21 33.85800(N)    093 50 35.78560(W) AD(       ) 2
 KD1277
 KD1277.Superseded values are not recommended for survey control.
 KD1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1277.See file dsdata.txt to determine how the superseded data were derived.
 KD1277
 KD1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2733157002(NAD 83)
 KD1277_MARKER: DS = TRIANGULATION STATION DISK
 KD1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1277
 KD1277  HISTORY     - Date     Condition        Report By
 KD1277  HISTORY     - 1949     MONUMENTED       CGS
 KD1277  HISTORY     - 1964     GOOD             CGS
 KD1277  HISTORY     - 1980     GOOD             LOCENG
 KD1277
 KD1277                          STATION DESCRIPTION
 KD1277
 KD1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1277'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH AND 0.5 OF A MILE WEST
 KD1277'OF HARDIN AND ABOUT 7.0 MILES EAST AND 5.5 MILES NORTH OF RICHMOND,
 KD1277'ON LAND OWNED BY MRS. JENNY BOWMAN.  IT IS 50.0 FEET WEST-NORTHWEST
 KD1277'OF THE CENTER OF A GATE, 35.0 FEET NORTH OF A POWERLINE POLE AND
 KD1277'33.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 KD1277'GARAGE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED BOWMAN
 KD1277'1949.
 KD1277'
 KD1277'REFERENCE MARK NO. 1 IS 47.0 FEET NORTH OF THE NORTHEAST CORNER OF
 KD1277'A FRAME GARAGE AND 1.0 FOOT SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 KD1277'OF A GRANARY.  IT PROJECTS 1 INCH AND IS STAMPED BOWMAN NO 1 1949.
 KD1277'
 KD1277'REFERENCE MARK NO. 2 IS 47.0 FEET SOUTH OF THE CENTER OF
 KD1277'OF A GATE, 23.0 FEET SOUTH OF A YARD FENCE CORNER AND 0.8 OF A FOOT
 KD1277'WEST OF A BOARD FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED BOWMAN
 KD1277'NO 2 1949.
 KD1277'
 KD1277'THE AZIMUTH MARK IS 161.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 KD1277'A WHITE FRAME CHURCH, 51.0 FEET WEST OF A FENCE CORNER, 23.0 FEET
 KD1277'NORTH OF THE CENTER OF A GRAVELED ROAD, AND 1.5 FEET WEST OF A
 KD1277'WITNESS POST, AND 1.0 FOOT NORTH OF A WOVEN WIRE FENCE.  IT
 KD1277'PROJECTS 6 INCHES AND IS STAMPED BOWMAN 1949.
 KD1277'
 KD1277'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 10 AND
 KD1277'COUNTY ROUTE A AT THE NORTHWEST CORNER OF HARDIN, GO NORTH ON COUNTY
 KD1277'ROUTE A FOR 3.95 MILES TO A FORK WHERE COUNTY ROUTE A TURNS RIGHT,
 KD1277'HERE CONTINUE STRAIGHT AHEAD (NORTH) ON A GRAVELED ROAD FOR 1.85
 KD1277'MILES TO A T-ROAD LEFT, TURN LEFT (WEST) FOR 0.5 OF A MILE TO A
 KD1277'SIDE ROAD RIGHT JUST AFTER PASSING A WHITE CHURCH ON THE RIGHT,
 KD1277'TURN RIGHT (NORTH) AND GO 0.5 OF A MILE TO A STEEL GATE ON THE
 KD1277'RIGHT, TURN RIGHT (EAST) THROUGH GATE AND FOLLOW A TRACK ROAD
 KD1277'FOR 0.25 OF A MILE TO FARM HOUSE AT TOP OF THE HILL AND STATION
 KD1277'ON THE LEFT AS DESCRIBED.
 KD1277'
 KD1277'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON TRACK ROAD
 KD1277'FOR 0.25 OF A MILE TO A STEEL GATE, TURN LEFT (SOUTH) FOR 0.5 OF A
 KD1277'MILE TO A GRAVELED ROAD, TURN LEFT (EAST) FOR 0.05 OF A MILE AND
 KD1277'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KD1277'
 KD1277'A 100 FOOT SIGNAL AT STATION MILLVILLE IS VISIBLE AT 10 FEET.
 KD1277'
 KD1277'AN 87 FOOT SIGNAL AT STATION NORBORNE IS VISIBLE AT 20 FEET.
 KD1277'
 KD1277'AN 87 FOOT SIGNAL AT STATION LEX IS VISIBLE AT 64 FEET.
 KD1277'
 KD1277'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1277
 KD1277                          STATION RECOVERY (1964)
 KD1277
 KD1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1277'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 KD1277'CONDITION.  A NEW TO REACH FOR THE STATION FOLLOWS.  THE AZIMUTH
 KD1277'MARK WHICH IS 0.55 MILE SOUTH-SOUTHWEST OF THE STATION IS 1 FOOT
 KD1277'EAST OF A NEW STEEL WITNESS POST.  THE AZIMUTH MARK PROJECTS 4
 KD1277'INCHES AND THE DISK IS STAMPED BOWMAN 1949.  DESCRIBED IN NOTE
 KD1277'16B.
 KD1277'
 KD1277'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 KD1277'COUNTY ROAD A AT THE NORTHWEST EDGE OF THE TOWN OF HARDIN, GO NORTH
 KD1277'ON COUNTY ROAD A FOR 4.0 MILES TO WHERE COUNTY ROAD A GOES EAST,
 KD1277'COUNTY ROAD P GOES WEST, AND A GRAVEL ROAD GOES NORTH.  GO NORTH
 KD1277'ON GRAVEL ROAD FOR 1.7 MILES TO A DEAD-END T-ROAD.  TURN LEFT AND
 KD1277'GO WEST FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT JUST
 KD1277'AFTER PASSING A CHURCH.  CONTINUE WEST FOR 0.05 MILE TO A T-ROAD
 KD1277'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.5 MILE TO A DRIVEWAY TO A
 KD1277'FARM ON THE RIGHT.  TURN RIGHT THROUGH GATE AND FOLLOW FARM ROAD
 KD1277'EAST FOR 0.25 MILE TO FARM BUILDINGS ON THE HILL AND THE STATION
 KD1277'AS DESCRIBED.
 KD1277
 KD1277                          STATION RECOVERY (1980)
 KD1277
 KD1277'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (ATL)
 KD1277'AZ. MK. BOWMAN 1949 RECOVERED GOOD.
 KD1277'
 KD1277'NOTE--DID NOT GO TO STATION BECAUSE OF LOCKED GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0940 ***********************************************************************
 GE0940  DESIGNATION -  BOYD
 GE0940  PID         -  GE0940
 GE0940  STATE/COUNTY-  MO/STODDARD
 GE0940  USGS QUAD   -  POWE (1984)
 GE0940
 GE0940                         *CURRENT SURVEY CONTROL
 GE0940  ___________________________________________________________________
 GE0940* NAD 83(1997)-  36 43 11.80565(N)    090 00 29.16382(W)     ADJUSTED  
 GE0940* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 GE0940  ___________________________________________________________________
 GE0940  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 GE0940  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GE0940
 GE0940  HORZ ORDER  -  FIRST
 GE0940
 GE0940.The horizontal coordinates were established by classical geodetic methods
 GE0940.and adjusted by the National Geodetic Survey in February 2000..
 GE0940
 GE0940.The orthometric height was scaled from a topographic map.
 GE0940
 GE0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0940
 GE0940.The geoid height was determined by GEOID03.
 GE0940
 GE0940;                    North         East     Units Scale Factor Converg.
 GE0940;SPC MO E     -    98,488.441   293,942.028   MT  0.99995711   +0 17 38.8
 GE0940;UTM  15      - 4,067,979.445   767,215.438   MT  1.00047978   +1 47 23.7
 GE0940;UTM  16      - 4,068,024.801   231,337.122   MT  1.00048934   -1 47 58.7
 GE0940
 GE0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0940!SPC MO E     -   0.99998299  x   0.99995711  =   0.99994010
 GE0940!UTM  15      -   0.99998299  x   1.00047978  =   1.00046277
 GE0940!UTM  16      -   0.99998299  x   1.00048934  =   1.00047233
 GE0940
 GE0940:                Primary Azimuth Mark                     Grid Az
 GE0940:SPC MO E     -  MEMPHIS ST LOUIS AIRWAY BCN 46           025 19 52.4
 GE0940:UTM  15      -  MEMPHIS ST LOUIS AIRWAY BCN 46           023 50 07.5
 GE0940:UTM  16      -  MEMPHIS ST LOUIS AIRWAY BCN 46           027 25 29.9
 GE0940
 GE0940|---------------------------------------------------------------------|
 GE0940| PID    Reference Object                     Distance      Geod. Az  |
 GE0940|                                                           dddmmss.s |
 GE0940| GD1859 MEMPHIS ST LOUIS AIRWAY BCN 46      APPROX.13.6 KM 0253731.2 |
 GE0940| GD1857 DEXTER MUNICIPAL TANK               APPROX. 8.9 KM 0311056.3 |
 GE0940| CI3059 BOYD RM 1                            99.975 METERS 05444     |
 GE0940| CI3058 BOYD AZ MK                                         0601457.3 |
 GE0940| CI3060 BOYD RM 2                           180.137 METERS 16513     |
 GE0940| GD1843 MEMPHIS ST LOUIS AIRWAY BCN 45      APPROX.12.8 KM 1662524.1 |
 GE0940| GD1838 MALDEN DUNKLIN CO COMP WHSE TK      APPROX.19.1 KM 1695302.5 |
 GE0940|---------------------------------------------------------------------|
 GE0940
 GE0940                          SUPERSEDED SURVEY CONTROL
 GE0940
 GE0940  NAD 83(1997)-  36 43 11.80689(N)    090 00 29.16457(W) AD(       ) 1
 GE0940  NAD 83(1997)-  36 43 11.81298(N)    090 00 29.16232(W) AD(       ) 1
 GE0940  NAD 83(1986)-  36 43 11.81643(N)    090 00 29.16254(W) AD(       ) 1
 GE0940  NAD 27      -  36 43 11.62100(N)    090 00 28.83000(W) AD(       ) 1
 GE0940
 GE0940.Superseded values are not recommended for survey control.
 GE0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0940.See file dsdata.txt to determine how the superseded data were derived.
 GE0940
 GE0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6721567979(NAD 83)
 GE0940_MARKER: DS = TRIANGULATION STATION DISK
 GE0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0940
 GE0940  HISTORY     - Date     Condition        Report By
 GE0940  HISTORY     - 1930     MONUMENTED       CGS
 GE0940  HISTORY     - 1935     GOOD             CGS
 GE0940  HISTORY     - 1938     GOOD             CGS
 GE0940  HISTORY     - 1954     GOOD             CGS
 GE0940
 GE0940                          STATION DESCRIPTION
 GE0940
 GE0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GE0940'ABOUT 6-1/2 MILES, AIRLINE, AND 8 MILES BY ROAD SOUTHWEST
 GE0940'OF DEXTER, 0.7 MILE SOUTHWEST OF BOYD SCHOOLHOUSE, ON LAND OWNED
 GE0940'AND OCCUPIED BY MRS. ALLIE CHADWELL.  TO REACH FROM DEXTER, GO 1
 GE0940'MILE WEST ON U.S. HIGHWAY 60 TO FORK, LEAVE U.S. HIGHWAY 60
 GE0940'AND FOLLOW STRAIGHT ROAD SOUTH AND SOUTHWEST 6.3 MILES TO
 GE0940'BOYD SCHOOLHOUSE, THENCE 0.3 MILE TO CROSSROADS, TAKE RIGHT HAND
 GE0940'ROAD 0.4 MILE TO WILLIAMS GRAVEL PIT, THENCE TO RIGHT, THROUGH
 GE0940'GAP IN FENCE, PAST HOUSE, TO TOP OF HILL AND STATION, WHICH
 GE0940'IS 70 METERS (230 FEET) WEST OF OLD CHALK BLUFF ROAD, AT
 GE0940'WILLIAMS GRAVEL PIT, ABOUT 200 METERS (656 FEET) NORTH OF
 GE0940'MRS. CHADWELLS HOUSE, IN SOUTHWEST SIDE OF SMALL PASTURE
 GE0940'FIELD, ABOUT 20 METERS (66 FEET) WEST OF A SMALL CLUSTER
 GE0940'OF BUSHES, 6 METERS (20 FEET) EAST OF NORTH-AND-SOUTH
 GE0940'FENCE ON EAST SIDE OF CULTIVATED FIELD, AND 35 METERS (115
 GE0940'FEET) FROM FENCE CORNER.
 GE0940'
 GE0940'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 GE0940'IN CONCRETE.
 GE0940'
 GE0940'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GE0940'
 GE0940'REFERENCE MARK NO. 1 IS IN WEST FENCE LINE PARALLELING ROAD,
 GE0940'ABOUT 30 METERS (98 FEET) SOUTH OF NORTH FENCE CORNER AND
 GE0940'GAP, AND 100 METERS (328 FEET) FROM STATION N 54 DEG 45 MIN E.
 GE0940'
 GE0940'REFERENCE MARK NO. 2 IS AT EAST CORNER OF BARN, ABOUT 45 METERS
 GE0940'(148 FEET) EAST OF ROAD, 8 METERS (26 FEET) SOUTH OF FENCE
 GE0940'CORNER OF BARN LOT, AND 180 METERS (591 FEET) FROM STATION,
 GE0940'S 14 DEG 47 MIN E.
 GE0940
 GE0940                          STATION RECOVERY (1935)
 GE0940
 GE0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WM)
 GE0940'STATION MARK AND REFERENCE MARKS FOUND AS DESCRIBED, AND IN
 GE0940'GOOD CONDITION.
 GE0940'
 GE0940'STATION IS BEST REACHED FROM DEXTER NOW BY GOING SOUTH ON
 GE0940'STATE HIGHWAY 25 FROM MISSOURI PACIFIC DEPOT FOR 4.45 MILES
 GE0940'TO COUNTY ROUTE H, THENCE RIGHT ON COUNTY ROUTE H FOR 2 MILES
 GE0940'TO A GRAVEL ROAD LEADING SOUTH AT BOYD SCHOOL, TURN LEFT (SOUTH)
 GE0940'FOR 0.35 MILE TO FORK, THENCE RIGHT FORK 0.45 MILE TO GRAVEL
 GE0940'PIT AND STATION AS IN ORIGINAL DESCRIPTIONS.
 GE0940
 GE0940                          STATION RECOVERY (1938)
 GE0940
 GE0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 GE0940'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GE0940'CONDITION.  STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF DEXTER
 GE0940'AND 4 MILES NORTHWEST OF BERNIE, IN THE SW 1/4 SEC. 17, T. 24 N.,
 GE0940'R. 10 E. ON LAND OWNED BY MRS. ALLIE CHADWELL AND LEASED BY
 GE0940'EDGER WILLIAMS.  MARK IS SET ON TOP OF HILL, 43 PACES WEST
 GE0940'OF WEST RIGHT-OF-WAY FENCE, 16 FEET NORTHWEST OF A CLUSTER OF
 GE0940'LOCUST BUSHES, AND PROJECTS ABOUT 6 INCHES.
 GE0940'
 GE0940'TO REACH STATION FROM DEXTER RAILROAD STATION, GO SOUTH ON
 GE0940'STATE HIGHWAY 25 FOR 4.45 MILES TO COUNTY ROUTE H, THENCE
 GE0940'RIGHT (WEST) ON COUNTY ROUTE H FOR 2 MILES TO A ROAD LEADING
 GE0940'SOUTH AT BOYD SCHOOLHOUSE, TURN LEFT (SOUTH) FOR 0.3 MILE
 GE0940'TO ROAD WEST, THENCE WEST 0.45 MILE TO REFERENCE MARK NO. 1
 GE0940'ON LEFT SIDE OF ROAD WHERE ROAD TURNS SOUTH AROUND WEST SIDE
 GE0940'OF GRAVEL PIT.  STATION IS 110 PACES SOUTHWEST OF TOP OF HILL,
 GE0940'FENCE CAN BE TAKEN DOWN TO DRIVE TO STATION IF FENCE IS
 GE0940'REPLACED IN GOOD CONDITION.
 GE0940'
 GE0940'REFERENCE MARK NO. 1 IS 328 FEET NORTHEAST OF STATION, ON
 GE0940'SOUTH SIDE OF ROAD, 12 FEET FROM CENTER LINE OF ROAD (GRADING
 GE0940'HAS BEEN DONE ON THIS ROAD), AND PROJECTS ABOUT 14 INCHES.
 GE0940'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, ACROSS ROAD,
 GE0940'AND FLUSH WITH THE GROUND AT NORTHEAST CORNER OF BARN.
 GE0940'
 GE0940'ONE NEW AZIMUTH MARK WAS SET ABOUT 0.5 MILE
 GE0940'EAST-NORTHEAST OF STATION, AND STAMPED BOYD 1938, AND PROJECTS
 GE0940'ABOUT 8 INCHES.
 GE0940'
 GE0940'TO REACH AZIMUTH MARK FROM STATION, GO EAST 0.45 MILE TO T ROAD,
 GE0940'THENCE NORTH 0.05 MILES TO FARMHOUSE ON RIGHT (EAST).  IT IS
 GE0940'IN THE WEST GARDEN FENCE, 20 FEET NORTH OF HOUSE, AND 75 FEET
 GE0940'EAST OF CENTER LINE OF NORTH-AND-SOUTH GRAVELED ROAD.
 GE0940
 GE0940                          STATION RECOVERY (1954)
 GE0940
 GE0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0940'THE SUB-SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 GE0940'IT IS A 3/8 INCH TOWER NUT CENTERED IN A MASS OF CONCRETE
 GE0940'ABOUT 3 FEET BELOW THE GROUND SURFACE.  DUE TO ITS LOCATION
 GE0940'IN THE CENTER OF A GRAVEL PIT, THE MARK WILL EVENTUALLY BE
 GE0940'DESTROYED AS WERE THE SURFACE MARK, REFERENCE MARK NO. 1 AND
 GE0940'REFERENCE MARK NO. 2.  THE AZIMUTH MARK WAS FOUND IN GOOD
 GE0940'CONDITION BUT WAS REMOVED.
 GE0940'
 GE0940'A NEW STATION BOYD 2 1954 WAS ESTABLISHED.  (SEE DESCRIPTION
 GE0940'THEREOF.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1641 ***********************************************************************
 JC1641  DESIGNATION -  BOYD
 JC1641  PID         -  JC1641
 JC1641  STATE/COUNTY-  MO/JEFFERSON
 JC1641  USGS QUAD   -  HALIFAX (1982)
 JC1641
 JC1641                         *CURRENT SURVEY CONTROL
 JC1641  ___________________________________________________________________
 JC1641* NAD 83(1997)-  38 01 50.09582(N)    090 28 30.05438(W)     ADJUSTED  
 JC1641* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 JC1641  ___________________________________________________________________
 JC1641  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 JC1641  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 JC1641
 JC1641  HORZ ORDER  -  THIRD
 JC1641
 JC1641.The horizontal coordinates were established by classical geodetic methods
 JC1641.and adjusted by the National Geodetic Survey in February 2000..
 JC1641
 JC1641.The orthometric height was scaled from a topographic map.
 JC1641
 JC1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1641
 JC1641.The geoid height was determined by GEOID03.
 JC1641
 JC1641;                    North         East     Units Scale Factor Converg.
 JC1641;SPC MO E     -   243,826.819   252,193.427   MT  0.99993339   +0 00 55.4
 JC1641;UTM  15      - 4,212,217.705   721,612.282   MT  1.00020491   +1 33 22.4
 JC1641
 JC1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1641!SPC MO E     -   0.99996042  x   0.99993339  =   0.99989382
 JC1641!UTM  15      -   0.99996042  x   1.00020491  =   1.00016532
 JC1641
 JC1641|---------------------------------------------------------------------|
 JC1641| PID    Reference Object                     Distance      Geod. Az  |
 JC1641|                                                           dddmmss.s |
 JC1641| CI3062 BOYD RM 1                            27.793 METERS 10554     |
 JC1641| CI3063 BOYD RM 2                            17.980 METERS 19945     |
 JC1641| CI3061 BOYD AZ MK                                         3523039.2 |
 JC1641|---------------------------------------------------------------------|
 JC1641
 JC1641                          SUPERSEDED SURVEY CONTROL
 JC1641
 JC1641  NAD 83(1997)-  38 01 50.10026(N)    090 28 30.05400(W) AD(       ) 3
 JC1641  NAD 83(1986)-  38 01 50.10954(N)    090 28 30.05137(W) AD(       ) 3
 JC1641  NAD 27      -  38 01 49.92300(N)    090 28 29.60000(W) AD(       ) 3
 JC1641
 JC1641.Superseded values are not recommended for survey control.
 JC1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1641.See file dsdata.txt to determine how the superseded data were derived.
 JC1641
 JC1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2161212218(NAD 83)
 JC1641_MARKER: DS = TRIANGULATION STATION DISK
 JC1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1641
 JC1641  HISTORY     - Date     Condition        Report By
 JC1641  HISTORY     - 1956     MONUMENTED       CGS
 JC1641
 JC1641                          STATION DESCRIPTION
 JC1641
 JC1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1641'STATION IS LOCATED, AIRLINE, ABOUT 8-1/2 MILES SOUTH SOUTHEAST
 JC1641'OF DESOTO, 1-1/2 MILES SOUTH SOUTHEAST OF THE VILLAGE OF VALLEY
 JC1641'MINES, 0.1 MILE SOUTHWEST OF THE OLD U.S. HIGHWAY 67 AND ON THE
 JC1641'HIGHEST PART OF A LOW TIMBERED HILL BETWEEN THE OLD HIGHWAY
 JC1641'AND THE NEW HIGHWAY.
 JC1641'
 JC1641'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE
 JC1641'IN THE VILLAGE OF VALLEY MINES, GO EAST ON COUNTY ROUTE
 JC1641'V FOR 0.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 67, CROSS
 JC1641'67 AND CONTINUE ON COUNTY ROUTE V, EAST, FOR 0.9 MILE TO
 JC1641'THE JUNCTION OF COUNTY ROUTE JJ (OLD U.S. HIGHWAY 67), TURN
 JC1641'RIGHT ON JJ AND GO SOUTH FOR 0.8 MILE TO THE AZIMUTH MARK
 JC1641'ON THE LEFT, CONTINUE ON JJ FOR 0.3 MILE TO A SIDE ROAD
 JC1641'ON THE RIGHT AT AN OLD SAW MILL, TURN SHARP RIGHT, GO THROUGH
 JC1641'FENCE LINE, AND FOLLOW DIM TRACKS UP THE HILL FOR 0.2 MILE TO
 JC1641'THE HIGHEST POINT AND THE STATION.
 JC1641'
 JC1641'STATION MARK, STAMPED BOYD 1956, IS A STANDARD DISK SET IN
 JC1641'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 JC1641'INCHES.  IT IS 25.0 FEET SOUTHEAST OF A LARGE TREE WITH A
 JC1641'TRIANGULAR BLAZE.
 JC1641'
 JC1641'REFERENCE MARK NUMBER 1, STAMPED BOYD NO. 1 1956, IS A
 JC1641'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JC1641'POST THAT PROJECTS 6 INCHES AND IS ABOUT 12 INCHES LOWER
 JC1641'THAN THE STATION.  IT IS ON THE SOUTH EDGE OF A SMALL CLEARING.
 JC1641'
 JC1641'REFERENCE MARK NUMBER 2, STAMPED BOYD NO. 2 1956, IS A
 JC1641'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JC1641'POST THAT PROJECTS 4 INCHES AND IS ABOUT 2 FEET LOWER THAN
 JC1641'THE STATION.  IT IS 20 FEET NORTH OF THE EDGE OF A SMALL
 JC1641'CLEARING.
 JC1641'
 JC1641'AZIMUTH MARK, STAMPED BOYD 1956, IS A STANDARD DISK SET IN
 JC1641'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 JC1641'IT IS 105.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JC1641'75.0 FEET NORTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY
 JC1641'AND 6.0 FEET SOUTHEAST OF A TREE WITH A TRIANGULAR BLAZE.
 JC1641'
 JC1641'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0939 ***********************************************************************
 GE0939  DESIGNATION -  BOYD 2
 GE0939  PID         -  GE0939
 GE0939  STATE/COUNTY-  MO/STODDARD
 GE0939  USGS QUAD   -  POWE (1984)
 GE0939
 GE0939                         *CURRENT SURVEY CONTROL
 GE0939  ___________________________________________________________________
 GE0939* NAD 83(1997)-  36 43 14.62700(N)    090 00 31.17777(W)     ADJUSTED  
 GE0939* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 GE0939  ___________________________________________________________________
 GE0939  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 GE0939  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GE0939
 GE0939  HORZ ORDER  -  FIRST
 GE0939
 GE0939.The horizontal coordinates were established by classical geodetic methods
 GE0939.and adjusted by the National Geodetic Survey in February 2000..
 GE0939
 GE0939.The orthometric height was scaled from a topographic map.
 GE0939
 GE0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0939
 GE0939.The geoid height was determined by GEOID03.
 GE0939
 GE0939;                    North         East     Units Scale Factor Converg.
 GE0939;SPC MO E     -    98,575.149   293,891.607   MT  0.99995706   +0 17 37.6
 GE0939;UTM  15      - 4,068,064.852   767,162.743   MT  1.00047944   +1 47 22.7
 GE0939;UTM  16      - 4,068,113.341   231,289.877   MT  1.00048966   -1 48 00.0
 GE0939
 GE0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0939!SPC MO E     -   0.99998299  x   0.99995706  =   0.99994005
 GE0939!UTM  15      -   0.99998299  x   1.00047944  =   1.00046243
 GE0939!UTM  16      -   0.99998299  x   1.00048966  =   1.00047265
 GE0939
 GE0939:                Primary Azimuth Mark                     Grid Az
 GE0939:SPC MO E     -  DEXTER MUNICIPAL TANK                    031 27 27.5
 GE0939:UTM  15      -  DEXTER MUNICIPAL TANK                    029 57 42.4
 GE0939:UTM  16      -  DEXTER MUNICIPAL TANK                    033 33 05.1
 GE0939
 GE0939|---------------------------------------------------------------------|
 GE0939| PID    Reference Object                     Distance      Geod. Az  |
 GE0939|                                                           dddmmss.s |
 GE0939| GD1857 DEXTER MUNICIPAL TANK               APPROX. 8.8 KM 0314505.1 |
 GE0939| GD1856 AIRPORT BEACON DEXTER MUN APT       APPROX. 9.4 KM 0415643.7 |
 GE0939| GD1944 BOYD 2 AZ MK                                       0460502.5 |
 GE0939| GE1279 BOYD 2 RM 3                          23.700 METERS 09419     |
 GE0939| GD1847 BERNIE MUNICIPAL TANK               APPROX. 6.8 KM 1472323.2 |
 GE0939| GE0940 BOYD                                100.307 METERS 15007     |
 GE0939| GE1280 BOYD 2 RM 4                          31.450 METERS 23508     |
 GE0939|---------------------------------------------------------------------|
 GE0939
 GE0939                          SUPERSEDED SURVEY CONTROL
 GE0939
 GE0939  NAD 83(1997)-  36 43 14.62830(N)    090 00 31.17855(W) AD(       ) 1
 GE0939  NAD 83(1997)-  36 43 14.63463(N)    090 00 31.17646(W) AD(       ) 1
 GE0939  NAD 83(1986)-  36 43 14.63780(N)    090 00 31.17651(W) AD(       ) 1
 GE0939  NAD 27      -  36 43 14.44240(N)    090 00 30.84430(W) AD(       ) 1
 GE0939
 GE0939.Superseded values are not recommended for survey control.
 GE0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0939.See file dsdata.txt to determine how the superseded data were derived.
 GE0939
 GE0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6716368065(NAD 83)
 GE0939_MARKER: DS = TRIANGULATION STATION DISK
 GE0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0939
 GE0939  HISTORY     - Date     Condition        Report By
 GE0939  HISTORY     - 1954     MONUMENTED       CGS
 GE0939  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0939
 GE0939                          STATION DESCRIPTION
 GE0939
 GE0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0939'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF DEXTER
 GE0939'AND ABOUT 4.0 MILES NORTHWEST OF BERNIE IN THE NORTH EDGE OF
 GE0939'A GRAVEL PIT, 120 FEET EAST OF A FENCE CORNER AND 10 FEET
 GE0939'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED BOYD 2 1954
 GE0939'AND PROJECTS 4 INCHES.
 GE0939'
 GE0939'REFERENCE MARK NO. 3 IS IN THE NORTH EDGE OF GRAVEL PIT, 198
 GE0939'FEET EAST OF A FENCE CORNER AND 12 FEET SOUTH OF AN EAST-WEST
 GE0939'FENCE LINE.  IT IS STAMPED BOYD 2 NO 3 1954 AND PROJECTS
 GE0939'2 INCHES.
 GE0939'
 GE0939'REFERENCE MARK NO. 4 IS NEAR THE NORTHWEST CORNER OF GRAVEL
 GE0939'PIT, 50 FEET SOUTHEAST OF A FENCE CORNER AND IS ABOUT 4 FEET
 GE0939'HIGHER IN ELEVATION THAN THE STATION.  IT IS STAMPED BOYD 2 NO
 GE0939'4 1954 AND PROJECTS 2 INCHES.
 GE0939'
 GE0939'BOYD 1930 IS ON THE HIGHEST POINT OF GROUND IN THE CENTER
 GE0939'OF GRAVEL PIT.  IT IS A 3/8 INCH TOWER NUT CENTERED IN A MASS
 GE0939'OF CONCRETE AND IS ABOUT 3 FEET BELOW THE GROUND SURFACE.
 GE0939'
 GE0939'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY ACROSS ROAD FROM THE
 GE0939'BOYD SCHOOL, 125 FEET SOUTH OF THE CENTER OF COUNTY ROUTE H,
 GE0939'18 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD AND 2 FEET
 GE0939'NORTH OF A POWER LINE POLE.  IT IS STAMPED BOYD 2 1954 AND
 GE0939'PROJECTS 3 INCHES.
 GE0939'
 GE0939'TO REACH THE STATION FROM THE POST OFFICE IN BERNIE, GO EAST
 GE0939'AND NORTH ON STATE HIGHWAY 25 FOR 4.2 MILES TO JUNCTION WITH
 GE0939'COUNTY ROUTE H, TURN LEFT AND GO WEST ON COUNTY ROUTE H FOR
 GE0939'2.0 MILES TO A T ROAD LEFT AT THE BOYD SCHOOL AND THE AZIMUTH
 GE0939'MARK ON LEFT AS DESCRIBED.  TURN LEFT AND GO SOUTH ON GRAVELED
 GE0939'ROAD FOR 0.3 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST
 GE0939'FOR 0.4 MILE TO A FORK AT A GRAVEL PIT, TAKE RIGHT FORK FOR
 GE0939'0.15 MILE TO STATION IN NORTH EDGE OF GRAVEL PIT AS DESCRIBED.
 GE0939'
 GE0939'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE0939
 GE0939                          STATION RECOVERY (2002)
 GE0939
 GE0939'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0680 ***********************************************************************
 GD0680  DESIGNATION -  BP 11
 GD0680  PID         -  GD0680
 GD0680  STATE/COUNTY-  MO/MISSISSIPPI
 GD0680  USGS QUAD   -  WICKLIFFE SW (1982)
 GD0680
 GD0680                         *CURRENT SURVEY CONTROL
 GD0680  ___________________________________________________________________
 GD0680* NAD 83(1986)-  36 50 57.     (N)    089 14 59.     (W)     SCALED    
 GD0680* NAVD 88     -        94.154  (meters)     308.90   (feet)  ADJUSTED  
 GD0680  ___________________________________________________________________
 GD0680  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD0680  DYNAMIC HT  -          94.082 (meters)     308.67  (feet)  COMP
 GD0680  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 GD0680
 GD0680  VERT ORDER  -  SECOND    CLASS 0
 GD0680
 GD0680.The horizontal coordinates were scaled from a topographic map and have
 GD0680.an estimated accuracy of +/- 6 seconds.
 GD0680
 GD0680.The orthometric height was determined by differential leveling
 GD0680.and adjusted by the National Geodetic Survey in June 1991..
 GD0680
 GD0680.The geoid height was determined by GEOID03.
 GD0680
 GD0680.The dynamic height is computed by dividing the NAVD 88
 GD0680.geopotential number by the normal gravity value computed on the
 GD0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0680.degrees latitude (g = 980.6199 gals.).
 GD0680
 GD0680.The modeled gravity was interpolated from observed gravity values.
 GD0680
 GD0680;                    North         East    Units  Estimated Accuracy
 GD0680;SPC MO E     -   113,440.      361,500.      MT  (+/- 180 meters Scaled)
 GD0680
 GD0680                          SUPERSEDED SURVEY CONTROL
 GD0680
 GD0680  NGVD 29 (??/??/??)   93.897  (m)          308.06   (f) ADJUSTED    2 0
 GD0680
 GD0680.Superseded values are not recommended for survey control.
 GD0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0680.See file dsdata.txt to determine how the superseded data were derived.
 GD0680
 GD0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF994805(NAD 83)
 GD0680_MARKER: DD = SURVEY DISK
 GD0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0680_STAMPING: BP 11
 GD0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0680+STABILITY: SURFACE MOTION
 GD0680
 GD0680  HISTORY     - Date     Condition        Report By
 GD0680  HISTORY     - UNK      MONUMENTED       DOD
 GD0680  HISTORY     - 1933     GOOD             CGS
 GD0680  HISTORY     - 20020815 MARK NOT FOUND   USACE
 GD0680
 GD0680                          STATION DESCRIPTION
 GD0680
 GD0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0680'AT HENSON.
 GD0680'AT HENSON, MISSISSIPPI COUNTY, ON THE ABANDONED MISSOURI PACIFIC
 GD0680'RAILROAD, 330 FEET SOUTHEAST OF BENCH MARK R 26, DESCRIBED ABOVE,
 GD0680'250 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 60 YARDS
 GD0680'WEST OF THE WALTER JOHNSON HOUSE, 72.3 FEET NORTHEAST OF THE
 GD0680'CENTERLINE OF THE ROAD, AND 26.5 FEET NORTHEAST OF THE CENTER LINE
 GD0680'OF THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY STANDARD DISK,
 GD0680'STAMPED BP 11 AND SET IN THE TOP OF A CONCRETE POST.
 GD0680
 GD0680                          STATION RECOVERY (2002)
 GD0680
 GD0680'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1598 ***********************************************************************
 GD1598  DESIGNATION -  BP 13
 GD1598  PID         -  GD1598
 GD1598  STATE/COUNTY-  MO/MISSISSIPPI
 GD1598  USGS QUAD   -  ANNISTON (1969)
 GD1598
 GD1598                         *CURRENT SURVEY CONTROL
 GD1598  ___________________________________________________________________
 GD1598* NAD 83(1997)-  36 49 29.50602(N)    089 19 42.14378(W)     ADJUSTED  
 GD1598* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 GD1598  ___________________________________________________________________
 GD1598  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GD1598  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD1598
 GD1598  HORZ ORDER  -  SECOND
 GD1598
 GD1598.The horizontal coordinates were established by classical geodetic methods
 GD1598.and adjusted by the National Geodetic Survey in February 2000..
 GD1598
 GD1598.The orthometric height was scaled from a topographic map.
 GD1598
 GD1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1598
 GD1598.The geoid height was determined by GEOID03.
 GD1598
 GD1598;                    North         East     Units Scale Factor Converg.
 GD1598;SPC MO E     -   110,658.435   354,522.257   MT  1.00006788   +0 42 08.3
 GD1598;UTM  16      - 4,077,973.915   292,340.085   MT  1.00013128   -1 23 45.8
 GD1598
 GD1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1598!SPC MO E     -   0.99998950  x   1.00006788  =   1.00005738
 GD1598!UTM  16      -   0.99998950  x   1.00013128  =   1.00012078
 GD1598
 GD1598                          SUPERSEDED SURVEY CONTROL
 GD1598
 GD1598  NAD 83(1997)-  36 49 29.50602(N)    089 19 42.14345(W) AD(       ) 2
 GD1598  NAD 83(1997)-  36 49 29.50660(N)    089 19 42.14330(W) AD(       ) 2
 GD1598  NAD 83(1997)-  36 49 29.51666(N)    089 19 42.14044(W) AD(       ) 2
 GD1598  NAD 83(1986)-  36 49 29.51945(N)    089 19 42.14682(W) AD(       ) 2
 GD1598  NAD 27      -  36 49 29.32510(N)    089 19 41.88500(W) AD(       ) 2
 GD1598
 GD1598.Superseded values are not recommended for survey control.
 GD1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1598.See file dsdata.txt to determine how the superseded data were derived.
 GD1598
 GD1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9234077974(NAD 83)
 GD1598_MARKER: DD = SURVEY DISK
 GD1598_SETTING: 0 = UNSPECIFIED SETTING
 GD1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1598
 GD1598  HISTORY     - Date     Condition        Report By
 GD1598  HISTORY     - 1955     MONUMENTED       USE
 GD1598  HISTORY     - 19980930 MARK NOT FOUND   MODNR
 GD1598
 GD1598                          STATION DESCRIPTION
 GD1598
 GD1598'DESCRIBED BY US ENGINEERS 1955 (RAG)
 GD1598'STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 55 IN THE
 GD1598'APPROXIMATE CENTER OF THE VILLAGE OF ANNISTON, 0.05 MILE NORTH OF
 GD1598'THE ANNISTON POST OFFICE, 0.1 MILE SOUTH OF THE ANNISTON CHRISTIAN
 GD1598'CHURCH AND 191.259 METERS 627.49 FEET SOUTH OF TRIANGULATION
 GD1598'STATION ANNISTON.
 GD1598'
 GD1598'STATION MARK IS A STANDARD U.S. ENGINEERS DISK, STAMPED BP 13, SET ON
 GD1598'THE TOP OF AN IRON PIPE WHICH IS 4 INCHES IN DIAMETER AND PROJECTS 4
 GD1598'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 57 FEET SOUTH OF THE
 GD1598'SOUTH RAIL OF RAILROAD TRACKS, 20 FEET WEST OF THE CENTER OF STATE
 GD1598'HIGHWAY 55 AND 4 FEET NORTHWEST OF A POWERLINE GUY-POLE.
 GD1598
 GD1598                          STATION RECOVERY (1998)
 GD1598
 GD1598'RECOVERY NOTE BY MO DEPT OF NAT RES 1998 (BDC)
 GD1598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0682 ***********************************************************************
 GD0682  DESIGNATION -  BP 17
 GD0682  PID         -  GD0682
 GD0682  STATE/COUNTY-  MO/MISSISSIPPI
 GD0682  USGS QUAD   -  WICKLIFFE SW (1982)
 GD0682
 GD0682                         *CURRENT SURVEY CONTROL
 GD0682  ___________________________________________________________________
 GD0682* NAD 83(1986)-  36 47 51.     (N)    089 10 37.     (W)     SCALED    
 GD0682* NAVD 88     -        95.122  (meters)     312.08   (feet)  ADJUSTED  
 GD0682  ___________________________________________________________________
 GD0682  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD0682  DYNAMIC HT  -          95.049 (meters)     311.84  (feet)  COMP
 GD0682  MODELED GRAV-     979,867.4   (mgal)                       NAVD 88
 GD0682
 GD0682  VERT ORDER  -  SECOND    CLASS 0
 GD0682
 GD0682.The horizontal coordinates were scaled from a topographic map and have
 GD0682.an estimated accuracy of +/- 6 seconds.
 GD0682
 GD0682.The orthometric height was determined by differential leveling
 GD0682.and adjusted by the National Geodetic Survey in June 1991..
 GD0682
 GD0682.The geoid height was determined by GEOID03.
 GD0682
 GD0682.The dynamic height is computed by dividing the NAVD 88
 GD0682.geopotential number by the normal gravity value computed on the
 GD0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0682.degrees latitude (g = 980.6199 gals.).
 GD0682
 GD0682.The modeled gravity was interpolated from observed gravity values.
 GD0682
 GD0682;                    North         East    Units  Estimated Accuracy
 GD0682;SPC MO E     -   107,800.      368,070.      MT  (+/- 180 meters Scaled)
 GD0682
 GD0682                          SUPERSEDED SURVEY CONTROL
 GD0682
 GD0682  NGVD 29 (??/??/??)   94.928  (m)          311.44   (f) ADJUSTED    2 0
 GD0682
 GD0682.Superseded values are not recommended for survey control.
 GD0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0682.See file dsdata.txt to determine how the superseded data were derived.
 GD0682
 GD0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF057746(NAD 83)
 GD0682_MARKER: P = PIPE CAP
 GD0682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GD0682_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GD0682_STAMPING: BP 17
 GD0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0682
 GD0682  HISTORY     - Date     Condition        Report By
 GD0682  HISTORY     - UNK      MONUMENTED       DOD
 GD0682  HISTORY     - 1933     GOOD             CGS
 GD0682
 GD0682                          STATION DESCRIPTION
 GD0682
 GD0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0682'AT CROSNO.
 GD0682'AT CROSNO, MISSISSIPPI COUNTY, ON THE ABANDONED MISSOURI PACIFIC
 GD0682'RAILROAD, 75 YARDS WEST OF THE LEVEE, 50 YARDS NORTHEAST OF THE
 GD0682'POST OFFICE AND STORE BUILDING, 43.6 FEET NORTH OF THE CENTERLINE
 GD0682'OF A ROAD, 33 FEET SOUTHWEST OF THE TRACK, AND 22 FEET SOUTHEAST
 GD0682'OF AN 18-INCH LEANING CATALPA TREE.  A CORPS OF ENGINEERS, U.S.
 GD0682'ARMY, STANDARD CAP, STAMPED BP 17 AND FASTENED ON THE TOP OF A
 GD0682'4-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0677 ***********************************************************************
 GD0677  DESIGNATION -  BP 3
 GD0677  PID         -  GD0677
 GD0677  STATE/COUNTY-  MO/MISSISSIPPI
 GD0677  USGS QUAD   -  ANNISTON (1969)
 GD0677
 GD0677                         *CURRENT SURVEY CONTROL
 GD0677  ___________________________________________________________________
 GD0677* NAD 83(1986)-  36 52 00.     (N)    089 16 32.     (W)     SCALED    
 GD0677* NAVD 88     -        96.035  (meters)     315.07   (feet)  ADJUSTED  
 GD0677  ___________________________________________________________________
 GD0677  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0677  DYNAMIC HT  -          95.962 (meters)     314.84  (feet)  COMP
 GD0677  MODELED GRAV-     979,875.3   (mgal)                       NAVD 88
 GD0677
 GD0677  VERT ORDER  -  SECOND    CLASS 0
 GD0677
 GD0677.The horizontal coordinates were scaled from a topographic map and have
 GD0677.an estimated accuracy of +/- 6 seconds.
 GD0677
 GD0677.The orthometric height was determined by differential leveling
 GD0677.and adjusted by the National Geodetic Survey in June 1991..
 GD0677
 GD0677.The geoid height was determined by GEOID03.
 GD0677
 GD0677.The dynamic height is computed by dividing the NAVD 88
 GD0677.geopotential number by the normal gravity value computed on the
 GD0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0677.degrees latitude (g = 980.6199 gals.).
 GD0677
 GD0677.The modeled gravity was interpolated from observed gravity values.
 GD0677
 GD0677;                    North         East    Units  Estimated Accuracy
 GD0677;SPC MO E     -   115,360.      359,180.      MT  (+/- 180 meters Scaled)
 GD0677
 GD0677                          SUPERSEDED SURVEY CONTROL
 GD0677
 GD0677  NGVD 29 (??/??/??)   95.841  (m)          314.44   (f) ADJUSTED    2 0
 GD0677
 GD0677.Superseded values are not recommended for survey control.
 GD0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0677.See file dsdata.txt to determine how the superseded data were derived.
 GD0677
 GD0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF971824(NAD 83)
 GD0677_MARKER: DD = SURVEY DISK
 GD0677_SETTING: 0 = UNSPECIFIED SETTING
 GD0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0677
 GD0677  HISTORY     - Date     Condition        Report By
 GD0677  HISTORY     - UNK      MONUMENTED       DOD
 GD0677  HISTORY     - 1933     GOOD             CGS
 GD0677  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0677
 GD0677                          STATION DESCRIPTION
 GD0677
 GD0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0677'AT SAMOS.
 GD0677'AT SAMOS, MISSISSIPPI COUNTY, AT THE JUNCTION OF THE ST. LOUIS
 GD0677'SOUTHWESTERN RAILWAY AND THE ABANDONED MISSOURI PACIFIC RAILROAD,
 GD0677'SOUTHEAST OF THE ST. L. SWN. RY. TRACK, AND SOUTHWEST OF THE
 GD0677'M.P.R.R. TRACK.  CHARACTER OF MARK NOT DESCRIBED.  NOTE-- NO
 GD0677'EVIDENCE OF A MARK COULD BE FOUND AND INQUIRY OF LOCAL RESIDENTS
 GD0677'FAILED TO YEILD ANY INFORMATION ABOUT THE MARK.
 GD0677
 GD0677                          STATION RECOVERY (1969)
 GD0677
 GD0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE5420 ***********************************************************************
 AE5420  DESIGNATION -  BR 01
 AE5420  PID         -  AE5420
 AE5420  STATE/COUNTY-  MO/BARTON
 AE5420  USGS QUAD   -  LAMAR SOUTH (1962)
 AE5420
 AE5420                         *CURRENT SURVEY CONTROL
 AE5420  ___________________________________________________________________
 AE5420* NAD 83(1997)-  37 29 36.37923(N)    094 16 40.59918(W)     ADJUSTED  
 AE5420* NAVD 88     -       291.6    (meters)     957.     (feet)  GPS OBS   
 AE5420  ___________________________________________________________________
 AE5420  X           -    -377,976.262 (meters)                     COMP
 AE5420  Y           -  -5,052,937.922 (meters)                     COMP
 AE5420  Z           -   3,861,145.211 (meters)                     COMP
 AE5420  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AE5420  ELLIP HEIGHT-         261.02  (meters)          (12/22/97) GPS OBS
 AE5420  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AE5420
 AE5420  HORZ ORDER  -  B
 AE5420  ELLP ORDER  -  FOURTH    CLASS I
 AE5420
 AE5420.The horizontal coordinates were established by GPS observations
 AE5420.and adjusted by the National Geodetic Survey in December 1997..
 AE5420
 AE5420.The orthometric height was determined by GPS observations and a
 AE5420.high-resolution geoid model.
 AE5420
 AE5420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5420
 AE5420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5420
 AE5420.The ellipsoidal height was determined by GPS observations
 AE5420.and is referenced to NAD 83.
 AE5420
 AE5420.The geoid height was determined by GEOID03.
 AE5420
 AE5420;                    North         East     Units Scale Factor Converg.
 AE5420;SPC MO W     -   147,252.326   869,635.957   MT  0.99994592   +0 08 06.6
 AE5420;UTM  15      - 4,150,380.323   387,030.082   MT  0.99975720   -0 46 40.5
 AE5420
 AE5420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5420!SPC MO W     -   0.99995904  x   0.99994592  =   0.99990496
 AE5420!UTM  15      -   0.99995904  x   0.99975720  =   0.99971625
 AE5420
 AE5420                          SUPERSEDED SURVEY CONTROL
 AE5420
 AE5420.No superseded survey control is available for this station.
 AE5420
 AE5420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8703050380(NAD 83)
 AE5420_MARKER: DD = SURVEY DISK
 AE5420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5420_STAMPING: BR-01 1997
 AE5420_MARK LOGO: MODNR 
 AE5420_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5420+STABILITY: SURFACE MOTION
 AE5420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5420+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1997
 AE5420
 AE5420  HISTORY     - Date     Condition        Report By
 AE5420  HISTORY     - 1997     MONUMENTED       MODNR
 AE5420  HISTORY     - 19970529 GOOD             NGS
 AE5420
 AE5420                          STATION DESCRIPTION
 AE5420
 AE5420'DESCRIBED BY MO DEPT OF NAT RES 1997 (BDC)
 AE5420'THE STATION IS LOCATED ABOUT 80.5 KM (50.00 MI) NORTHWEST OF
 AE5420'SPRINGFIELD, MO., AND ABOUT 48.2 KM (29.95 MI) NORTH-NORTHEAST OF
 AE5420'JOPLIN, MO., NEAR THE CENTER OF LAMAR, MO., IN THE NORTHWEST QUADRANT
 AE5420'OF THE INTERSECTION OF U.S.  HIGHWAY 160 AND GULF STREET, BETWEEN A
 AE5420'LAMP POLE AND A CURB.  OWNERSHIP--CITY OF LAMAR.  TO REACH THE STATION
 AE5420'FROM THE JUNCTION OF U.S.  HIGHWAYS 71 AND 160 NEAR THE WEST SIDE OF
 AE5420'LAMAR, GO EAST, 1.93 KM (1.20 MI) ALONG HIGHWAY 160 TO THE STATION ON
 AE5420'THE LEFT, BETWEEN A STREET LAMP POLE AND A CURB.  THE STATION IS AN
 AE5420'ALUMINUM DNR GEOGRAPHIC REFERENCE SYSTEM SURVEY MARKER SET IN THE TOP
 AE5420'OF A ROUND CONCRETE MONUMENT.  IT IS, 15.4 M (50.5 FT) WEST OF THE
 AE5420'GULF STREET CENTERLINE, 11.5 M (37.7 FT) NORTH OF THE HIGHWAY 160
 AE5420'CENTERLINE, 2.4 M (7.9 FT) NORTHWEST OF THE CONCRETE BASE OF A METAL
 AE5420'LAMP POLE, 0.3 M (1.0 FT) SOUTHEAST OF A CURB, AND THE MONUMENT IS
 AE5420'ABOUT LEVEL WITH THE HIGHWAY CENTER AND FLUSH WITH THE GROUND SURFACE.
 AE5420'BY R.G.  HAYES.
 AE5420
 AE5420                          STATION RECOVERY (1997)
 AE5420
 AE5420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5420'THE STATION IS LOCATED ABOUT 80.5 KM (50.00 MI) NORTHWEST OF
 AE5420'SPRINGFIELD, 48.2 KM (29.95 MI) NORTH-NORTHEAST OF JOPLIN, NEAR THE
 AE5420'CENTER OF LAMAR, IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF U.S.
 AE5420'HIGHWAY 160 AND GULF STREET, BETWEEN A LAMP POLE AND A CURB.
 AE5420'OWNERSHIP--CITY OF LAMAR.  TO REACH THE STATION FROM THE JUNCTION OF
 AE5420'U.S. HIGHWAYS 71 AND 160 NEAR THE WEST SIDE OF LAMAR, GO EAST FOR 1.93
 AE5420'KM (1.20 MI) ON HIGHWAY 160 TO THE STATION ON THE LEFT.  LOCATED 15.4
 AE5420'M (50.5 FT) WEST OF THE CENTER OF GULF STREET, 11.5 M (37.7 FT) NORTH
 AE5420'OF THE CENTER OF HIGHWAY, 2.4 M (7.9 FT) NORTHWEST OF THE CONCRETE
 AE5420'BASE FOR METAL LAMP POLE, 0.3 M (1.0 FT) SOUTHEAST OF A CURB, ABOUT
 AE5420'LEVEL WITH THE HIGHWAY CENTER AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1546 ***********************************************************************
 JC1546  DESIGNATION -  BRADFORD
 JC1546  PID         -  JC1546
 JC1546  STATE/COUNTY-  MO/OSAGE
 JC1546  USGS QUAD   -  LUYSTOWN (1975)
 JC1546
 JC1546                         *CURRENT SURVEY CONTROL
 JC1546  ___________________________________________________________________
 JC1546* NAD 83(1997)-  38 33 57.37356(N)    091 46 42.76671(W)     ADJUSTED  
 JC1546* NAVD 88     -       286.9    (meters)     941.     (feet)  VERTCON   
 JC1546  ___________________________________________________________________
 JC1546  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 JC1546  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JC1546
 JC1546  HORZ ORDER  -  FIRST
 JC1546
 JC1546.The horizontal coordinates were established by classical geodetic methods
 JC1546.and adjusted by the National Geodetic Survey in February 2000..
 JC1546
 JC1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1546
 JC1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1546
 JC1546.The geoid height was determined by GEOID03.
 JC1546
 JC1546;                    North         East     Units Scale Factor Converg.
 JC1546;SPC MO C     -   303,494.881   562,873.168   MT  0.99998200   +0 26 59.2
 JC1546;SPC MO E     -   304,023.204   138,575.966   MT  1.00008617   -0 47 49.7
 JC1546;UTM  15      - 4,269,317.135   606,412.811   MT  0.99973945   +0 45 41.6
 JC1546
 JC1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1546!SPC MO C     -   0.99995999  x   0.99998200  =   0.99994199
 JC1546!SPC MO E     -   0.99995999  x   1.00008617  =   1.00004616
 JC1546!UTM  15      -   0.99995999  x   0.99973945  =   0.99969945
 JC1546
 JC1546:                Primary Azimuth Mark                     Grid Az
 JC1546:SPC MO C     -  BRADFORD AZ MK                           065 52 18.0
 JC1546:SPC MO E     -  BRADFORD AZ MK                           067 07 06.9
 JC1546:UTM  15      -  BRADFORD AZ MK                           065 33 35.6
 JC1546
 JC1546|---------------------------------------------------------------------|
 JC1546| PID    Reference Object                     Distance      Geod. Az  |
 JC1546|                                                           dddmmss.s |
 JC1546| CQ5832 BRADFORD AZ MK                                     0661917.2 |
 JC1546| CQ5833 BRADFORD RM 1                        58.790 METERS 10804     |
 JC1546| CQ5834 BRADFORD RM 2                        38.825 METERS 18118     |
 JC1546| JD2477 CEDAR RESET                         APPROX.32.1 KM 2770555.0 |
 JC1546| JC1552 REFORM LOOKOUT TOWER                APPROX.22.3 KM 3574345.5 |
 JC1546|---------------------------------------------------------------------|
 JC1546
 JC1546                          SUPERSEDED SURVEY CONTROL
 JC1546
 JC1546  NAD 83(1986)-  38 33 57.38789(N)    091 46 42.76974(W) AD(       ) 1
 JC1546  NAD 27      -  38 33 57.23960(N)    091 46 42.14330(W) AD(       ) 1
 JC1546  NGVD 29 (07/19/86)  286.9    (m)          941.     (f) VERT ANG       
 JC1546
 JC1546.Superseded values are not recommended for survey control.
 JC1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1546.See file dsdata.txt to determine how the superseded data were derived.
 JC1546
 JC1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC0641369317(NAD 83)
 JC1546_MARKER: V = STONE MONUMENT
 JC1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1546_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1546
 JC1546  HISTORY     - Date     Condition        Report By
 JC1546  HISTORY     - 1879     MONUMENTED       CGS
 JC1546  HISTORY     - 1922     GOOD             CGS
 JC1546  HISTORY     - 1934     GOOD             CGS
 JC1546  HISTORY     - 1937     GOOD             CGS
 JC1546  HISTORY     - 1949     GOOD             CGS
 JC1546  HISTORY     - 1971     GOOD             NGS
 JC1546  HISTORY     - 1978     GOOD             NGS
 JC1546
 JC1546                          STATION DESCRIPTION
 JC1546
 JC1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HWB)
 JC1546'STATION IS ABOUT 15 MILES NE OF LINN, ABOUT 2 MILES NW OF
 JC1546'MINT HILL POST OFFICE, AND 1-1/4 MILES S BY W OF BAILEY CREEK
 JC1546'POST OFFICE, IN SE 1/4 SEC. 14, T 44 N, R 8 W, ON LAND OF
 JC1546'W.J. WHITE, ABOUT 1/2 MILE W OF HIS HOME, ABOUT 150 FEET W
 JC1546'OF CENTER LINE OF LINN-CHAMOIS HIGHWAY (STATE HIGHWAY 89),
 JC1546'AND 59 FEET S OF S SIDE OF LARGE TANK OR POND.
 JC1546'
 JC1546'ORIGINAL SURFACE MARK WAS STONE POST WITNESSED BY TWO OTHERS,
 JC1546'AND UNDERGROUND MARK WAS BOTTLE OF ASHES.
 JC1546
 JC1546                          STATION RECOVERY (1922)
 JC1546
 JC1546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JC1546'IN 1922 IT WAS DISCOVERED THAT SURFACE MARK HAD BEEN DUG UP AND
 JC1546'HAULED AWAY.  UNDERGROUND MARK AND S REFERENCE STONE WERE RECOVERED.
 JC1546'STONE WAS 3 INCHES BELOW SURFACE.  STATION WAS RE-MARKED IN 1922.
 JC1546'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 JC1546'CONCRETE.  STATION MARK IS 10 INCHES BELOW AND UNDERGROUND MARK
 JC1546'30 INCHES BELOW SURFACE OF GROUND.  IN 1922 TWO STANDARD
 JC1546'REFERENCE DISKS WERE SET IN CONCRETE.  REFERENCE MARK
 JC1546'NO. 1 IS 2 FEET W OF W ROAD FENCE, AND 89.2 FEET FROM
 JC1546'STATION AND PROJECTS 4
 JC1546'INCHES.  REFERENCE MARK NO. 2 IS IN SE CORNER OF FIELD, AT
 JC1546'INTERSECTION OF W ROAD FENCE AND E-W FENCE AT S SIDE OF MR.
 JC1546'WHITES PROPERTY, AND 127.4 FEET FROM STATION.
 JC1546'DUE TO RECENT CHANGES IN ROAD, THESE TWO
 JC1546'REFERENCE MARKS MAY BE THROWN INTO CULTIVATED FIELD.  ORIGINAL STONE
 JC1546'POST REFERENCE MARKS RECOVERED, WAS LEFT AS FOUND, BUT IN 1934
 JC1546'PERMISSION WAS GRANTED FOR ITS REMOVAL.  IN 1879 THREE TREES
 JC1546'MARKED WITH ONE, TWO, OR THREE NOTCHES, IDENTIFYING NUMBERS OF
 JC1546'MARK, WERE AT THE FOLLOWING DISTANCES AND BEARINGS FROM
 JC1546'STATION- NO. 1, 6.95 METERS (22.8 FEET), NO. 2,
 JC1546'17.53 METERS (57.5 FEET), AND NO. 3, 8.53 METERS,
 JC1546'(28.0 FEET), S 88 DEG 15 MIN E.
 JC1546
 JC1546                          STATION RECOVERY (1934)
 JC1546
 JC1546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1546'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS-
 JC1546'THIS STATION IS ABOUT 7 MILES NE OF LINN, IN THE SE 1/4, SEC.
 JC1546'14, T 44 N, R 8 W, ON LAND OWNED BY MR. W.J. WHITE, WHO LIVES
 JC1546'0.4 MILE E.  THE MARK IS 154.5 FEET WNW OF THE CENTER LINE OF
 JC1546'STATE HIGHWAY 89 (THIS IS THE OLD LINN-CHAMOIS ROAD, AND THE
 JC1546'CURVE AT THE STATION HAS BEEN REDUCED, THUS MOVING THE ROAD E
 JC1546'FROM ITS FORMER LOCATION) 59 FEET S OF THE S EDGE OF A SMALL
 JC1546'POND.
 JC1546'
 JC1546'THE STATION IS SET 10 INCHES UNDERGROUND.
 JC1546'
 JC1546'THE TWO OLD STONE POST REFERENCE MARKS, 5 FEET N AND S OF THE
 JC1546'STATION RESPECTIVELY WERE RECOVERED BUT WERE REMOVED AT THE
 JC1546'REQUEST OF MR. WHITE.
 JC1546'
 JC1546'REFERENCE MARK NO. 1 SET IN 1922 WAS REMOVED ALSO AT MR. WHITES
 JC1546'REQUEST.  A NEW REFERENCE MARK NO. 1 WAS SET AS FOLLOWS- MARK
 JC1546'IS E OF THE STATION, IN THE E RIGHT-OF-WAY FENCE OF STATE
 JC1546'HIGHWAY 89, 75 FEET N OF AN E-W FENCE, 198.07 FEET NE OF
 JC1546'REFERENCE MARK NO. 2.  IT IS A STANDARD BRONZE DISK SET IN
 JC1546'CONCRETE, AND PROJECTS 5 INCHES.
 JC1546'
 JC1546'REFERENCE MARK NO. 2 (SET IN 1922) IS S OF THE STATION, 3 FEET
 JC1546'N OF AN E-W PROPERTY-LINE FENCE, 65 FEET W OF THE W RIGHT-OF-WAY
 JC1546'FENCE OF THE PRESENT ROAD, AND IS SET FLUSH.  IT IS A STANDARD
 JC1546'BRONZE DISK SET IN CONCRETE.
 JC1546'
 JC1546'THE AZIMUTH MARK (SET IN 1934) IS ENE OF THE STATION, IN THE
 JC1546'N RIGHT-OF-WAY FENCE OF STATE HIGHWAY 89, 93 FEET ENE OF A
 JC1546'CONCRETE POST RIGHT-OF-WAY MARKER, AND IS A STANDARD BRONZE
 JC1546'DISK SET IN CONCRETE, AND PROJECTS 5
 JC1546'INCHES.
 JC1546'
 JC1546'NO OBJECTS VISIBLE FROM THE GROUND SUITABLE FOR AZIMUTH MARKS.
 JC1546'
 JC1546'ALL LIGHTS CAME INTO VIEW AT 45 FEET.
 JC1546
 JC1546                          STATION RECOVERY (1937)
 JC1546
 JC1546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JC1546'STATION RECOVERED AND RE-MARKED IN 1922.  STATION AND REFERENCE
 JC1546'MARKS RECOVERED AS 1922 DESCRIPTION WITH THE EXCEPTION THAT
 JC1546'REFERENCE MARK NO. 1 WAS MOVED IN 1934.
 JC1546'
 JC1546'THE UNDERGROUND MARK IS A STANDARD STATION MARK SET IN CONCRETE
 JC1546'30 INCHES BELOW THE SURFACE, AND THE SURFACE MARK IS A STANDARD
 JC1546'TABLET SET IN CONCRETE 10 INCHES BELOW THE SURFACE.
 JC1546'
 JC1546'REFERENCE MARK NO. 1 (NEW LOCATION, 1934) IS A STANDARD DISK
 JC1546'SET IN A BLOCK OF CONCRETE 12 INCHES SQUARE PROJECTING 5 INCHES
 JC1546'ABOVE THE GROUND.  IT IS ON THE E SIDE OF STATE HIGHWAY 89,
 JC1546'IN THE FENCE LINE, 36 FEET E OF THE CENTER LINE OF THE HIGHWAY,
 JC1546'94 FEET N OF THE T-FENCE EXTENDING E, AND 190.2 FEET
 JC1546'FROM THE STATION.
 JC1546'
 JC1546'REFERENCE MARK NO. 2 IS IN THE SE CORNER OF THE FIELD, 3 FEET
 JC1546'N OF THE E-W FENCE LINE (WHICH IS THE S LINE OF MR. WHITES
 JC1546'PROPERTY), 2 FEET W OF THE OLD ROAD FENCE, 96 FEET W FROM THE
 JC1546'CENTER LINE OF STATE HIGHWAY 89, AND 127.4 FEET FROM THE STATION
 JC1546'IN AZIMUTH 174 DEG MAGNETIC.  THE STATION IS IN THE CULTIVATED
 JC1546'FIELD, 154 FEET W FROM THE CENTER LINE OF STATE HIGHWAY 89 AND
 JC1546'59 FEET S OF THE WATER LINE OF THE SMALL POND OR DIRT TANK.
 JC1546'THE STATION IS ABOUT 12.2 MILES BY ROAD NE OF LINN, SE 1/4
 JC1546'SEC. 14, T 44 N, R 8 W, ON PROPERTY OWNED BY W.T. WHITE AND
 JC1546'ABOUT 0.4 MILE W OF HIS HOUSE.
 JC1546'
 JC1546'TO REACH FROM LINN, GO E ON U.S. HIGHWAY 50 FOR 4.6 MILES TO
 JC1546'THE JUNCTION WITH STATE HIGHWAY 89.  THEN GO N ON STATE HIGHWAY
 JC1546'89 FOR 7.6 MILES TO THE STATION.
 JC1546
 JC1546                          STATION RECOVERY (1949)
 JC1546
 JC1546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1546'STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1934 AND ALL
 JC1546'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1934 DESCRIPTION
 JC1546'IS ADEQUATE.  THE DIRECTION TO THE AZIMUTH MARK DID NOT CHECK
 JC1546'ALTHOUGH ATTEMPTED THREE TIMES BY TWO DIFFERENT OBSERVERS AND
 JC1546'INSTRUMENTS.  THE THREE RESULTS MEANED.
 JC1546'
 JC1546'HEIGHT OF LIGHTS ABOVE STATION MARK- 26 METERS.
 JC1546
 JC1546                          STATION RECOVERY (1971)
 JC1546
 JC1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1546'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JC1546'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JC1546'DUE TO CHANGES IN THE AREA, NEW NOTES AND DESCRIPTION FOLLOWS.
 JC1546'
 JC1546'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JC1546'STATE HIGHWAY 89 WHICH IS ABOUT 4 MILES EAST OF THE COURTHOUSE
 JC1546'IN LINN, GO NORTH ON STATE HIGHWAY 89 FOR 6.8 MILES TO THE
 JC1546'JUNCTION OF STATE ROAD HH.  CONTINUE NORTH ON STATE HIGHWAY
 JC1546'89 FOR 1.1 MILES TO A DRIVEWAY AND THE STATION ON THE LEFT.
 JC1546'(CONTINUE NORTH ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH
 JC1546'MARK ON THE LEFT).
 JC1546'
 JC1546'THE STATION MARK IS 162 FEET WEST OF THE CENTER OF STATE
 JC1546'HIGHWAY 89, 148.5 FEET NORTHWEST OF A T-FENCE CORNER POST
 JC1546'AT THE SOUTHEAST CORNER OF A FIELD, 128 FEET NORTH OF AN EAST-WEST
 JC1546'FENCE, 64.5 FEET WEST OF A POWERLINE POLE, AND IS 12 INCHES BELOW
 JC1546'THE SURFACE OF THE GROUND.
 JC1546'
 JC1546'REFERENCE MARK NO. 1 IS 31 FEET EAST OF THE CENTER OF STATE
 JC1546'HIGHWAY 89, 94 FEET NORTH OF A T-FENCE CORNER, 2 FEET SOUTHEAST
 JC1546'OF A METAL WITNESS POST, AT THE NORTH SIDE OF A CEDAR TREE,
 JC1546'AND PROJECTS 2 INCHES.
 JC1546'
 JC1546'REFERENCE MARK NO. 2 IS 68 FEET WEST OF A T-FENCE CORNER POST,
 JC1546'20 FEET WEST OF A POWERLINE POLE WITH A TRANSFORMER, 1 FOOT
 JC1546'SOUTH OF A FENCE AND PROJECTS 1 INCH.
 JC1546'
 JC1546'AZIMUTH MARK IS 28 FEET WEST-SOUTHWEST OF THE CENTER OF STATE
 JC1546'HIGHWAY 89, 1 FOOT EAST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL
 JC1546'WITNESS POST, AND PROJECTS 3 INCHES.
 JC1546'
 JC1546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7
 JC1546'MILES NORTHEAST OF LINN.
 JC1546
 JC1546                          STATION RECOVERY (1978)
 JC1546
 JC1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JC1546'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JC1546'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED AND WAS FOUND LYING
 JC1546'NEAR REFERENCE MARK 1.  THE DISK WAS SALVAGED.  DUE TO TREES AND THE
 JC1546'LOCATION OF A HOUSE TRAILER A NEW AZIMUTH MARK COULD NOT BE
 JC1546'ESTABLISHED.  DUE TO THE PLACEMENT OF A PORTABLE TURKEY FEEDER THE
 JC1546'STATION COULD NOT BE OCCUPIED THIS DATE TO VERIFY REFERENCE MARKS.
 JC1546'
 JC1546'THE PREVIOUS DESCRIPTION BY L.F. SMITH IN 1971 WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1075 ***********************************************************************
 KD1075  DESIGNATION -  BRADLEY
 KD1075  PID         -  KD1075
 KD1075  STATE/COUNTY-  MO/RANDOLPH
 KD1075  USGS QUAD   -  MOBERLY (1979)
 KD1075
 KD1075                         *CURRENT SURVEY CONTROL
 KD1075  ___________________________________________________________________
 KD1075* NAD 83(1997)-  39 27 52.11008(N)    092 25 57.51009(W)     ADJUSTED  
 KD1075* NAVD 88     -       263.2    (meters)     864.     (feet)  GPS OBS   
 KD1075  ___________________________________________________________________
 KD1075  X           -    -209,290.986 (meters)                     COMP
 KD1075  Y           -  -4,926,448.432 (meters)                     COMP
 KD1075  Z           -   4,032,406.181 (meters)                     COMP
 KD1075  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 KD1075  ELLIP HEIGHT-         231.03  (meters)          (03/31/98) GPS OBS
 KD1075  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KD1075
 KD1075  HORZ ORDER  -  B
 KD1075  ELLP ORDER  -  THIRD     CLASS I
 KD1075
 KD1075.The horizontal coordinates were established by GPS observations
 KD1075.and adjusted by the National Geodetic Survey in March 1998..
 KD1075
 KD1075.The orthometric height was determined by GPS observations and a
 KD1075.high-resolution geoid model.
 KD1075
 KD1075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1075
 KD1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1075
 KD1075.The ellipsoidal height was determined by GPS observations
 KD1075.and is referenced to NAD 83.
 KD1075
 KD1075.The geoid height was determined by GEOID03.
 KD1075
 KD1075;                    North         East     Units Scale Factor Converg.
 KD1075;SPC MO C     -   402,995.500   505,796.280   MT  0.99993375   +0 02 34.1
 KD1075;UTM  15      - 4,368,475.527   548,805.886   MT  0.99962933   +0 21 38.2
 KD1075
 KD1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1075!SPC MO C     -   0.99996376  x   0.99993375  =   0.99989751
 KD1075!UTM  15      -   0.99996376  x   0.99962933  =   0.99959310
 KD1075
 KD1075|---------------------------------------------------------------------|
 KD1075| PID    Reference Object                     Distance      Geod. Az  |
 KD1075|                                                           dddmmss.s |
 KD1075| KD1358 MOBPORT                             289.193 METERS 08610     |
 KD1075| CL8945 BRADLEY RM 1                         25.398 METERS 09057     |
 KD1075| CL8946 BRADLEY RM 2                         55.925 METERS 13959     |
 KD1075| KD1076 MOBERLY EAST MUNICIPAL TANK         APPROX. 5.0 KM 1795110.5 |
 KD1075| KD1072 MOBERLY ST JOHNS CATH CHURCH        APPROX. 5.2 KM 1862529.5 |
 KD1075| KD1071 MOBERLY MO PWR LT CO STACK          APPROX. 4.7 KM 1885425.9 |
 KD1075| KD0054 H 122                                              2044454.9 |
 KD1075| KD1069 MOBERLY WEST MUNICIPAL TANK         APPROX. 4.1 KM 2094717.1 |
 KD1075| KD1077 HUNTSVILLE MUNICIPAL TANK           APPROX.10.3 KM 2543736.2 |
 KD1075|---------------------------------------------------------------------|
 KD1075
 KD1075                          SUPERSEDED SURVEY CONTROL
 KD1075
 KD1075  NAD 83(1986)-  39 27 52.11775(N)    092 25 57.51675(W) AD(       ) 1
 KD1075  NAD 27      -  39 27 51.99100(N)    092 25 56.86030(W) AD(       ) 1
 KD1075  NGVD 29 (10/04/91)  263.1    (m)          863.     (f) GPS OBS        
 KD1075
 KD1075.Superseded values are not recommended for survey control.
 KD1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1075.See file dsdata.txt to determine how the superseded data were derived.
 KD1075
 KD1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4880668476(NAD 83)
 KD1075_MARKER: DS = TRIANGULATION STATION DISK
 KD1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1075_SP_SET: CONCRETE POST
 KD1075_STAMPING: BRADLEY 1948
 KD1075_MARK LOGO: CGS   
 KD1075_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1075+STABILITY: SURFACE MOTION
 KD1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1075+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 KD1075
 KD1075  HISTORY     - Date     Condition        Report By
 KD1075  HISTORY     - 1948     MONUMENTED       CGS
 KD1075  HISTORY     - 1948     GOOD             CGS
 KD1075  HISTORY     - 1967     GOOD             CGS
 KD1075  HISTORY     - 1990     GOOD             USPSQD
 KD1075  HISTORY     - 19910520 GOOD             NGS
 KD1075  HISTORY     - 19970210 GOOD             NGS
 KD1075  HISTORY     - 20021004 GOOD             NGS
 KD1075
 KD1075                          STATION DESCRIPTION
 KD1075
 KD1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1075'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF MOBERLY, ON THE
 KD1075'BRADLEY AIRPORT.  IT IS 84 FEET WEST OF THE FLAG POLE AND
 KD1075'184 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HANGAR.
 KD1075'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 KD1075'IS STAMPED BRADLEY 1948.
 KD1075'
 KD1075'REFERENCE MARK NO. 1 IS 83.33 FEET EAST OF THE STATION, IN
 KD1075'THE CONCRETE BASE OF THE FLAG POLE AND THE DISK IS STAMPED
 KD1075'BRADLEY NO 1 1948.
 KD1075'
 KD1075'REFERENCE MARK NO. 2 IS 183.48 FEET SOUTHEAST OF THE STATION
 KD1075'AND 1 FOOT NORTH OF THE NORTHWEST CORNER OF THE HANGAR.  THE
 KD1075'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRADLEY NO 2
 KD1075'1948.
 KD1075'
 KD1075'H 122 (USC AND GS) BENCH MARK (AZIMUTH MARK) IS ABOUT 0.25 MILE
 KD1075'SOUTH-SOUTHWEST OF THE STATION, ON THE WEST RIGHT-OF-WAY OF
 KD1075'RAILROAD, 39 PACES SOUTH OF THE EXTENDED CENTERLINE OF A
 KD1075'T ROAD ALONG THE SOUTH SIDE OF THE AIRFIELD, 71 FEET SOUTH
 KD1075'OF THE SOUTHPOST OF GATE, 55 FEET WEST OF THE CENTER OF THE
 KD1075'RAILROAD AND 1 FOOT EAST OF THE FENCE.  THE MARK IS SET IN
 KD1075'AN 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES AND THE
 KD1075'DISK IS STAMPED H 122 1935.
 KD1075'
 KD1075'TO REACH FROM THE INTERSECTION OF US HIGHWAYS 24 AND 63 IN
 KD1075'THE NORTHEAST EDGE OF MOBERLY, GO NORTH ON HIGHWAY 63 1.35
 KD1075'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON NORTH 0.25
 KD1075'MILE TO THE ENTRANCE TO THE BRADLEY AIRPORT, TURN RIGHT INTO
 KD1075'AIRPORT 0.1 MILE TO THE FLAG POLE CIRCLE AND THE STATION
 KD1075'IN THE WEST EDGE OF CIRCLE.
 KD1075'
 KD1075'A 100 FOOT SIGNAL AT CAIRO IS VISIBLE AT 15 FEET.
 KD1075'
 KD1075'AN 87 FOOT SIGNAL AT DARK IS VISIBLE AT 15 FEET.
 KD1075'
 KD1075'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1075
 KD1075                          STATION RECOVERY (1948)
 KD1075
 KD1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 KD1075'RECOVERED IN GOOD CONDITION.
 KD1075
 KD1075                          STATION RECOVERY (1967)
 KD1075
 KD1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1075'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KD1075'BENCH MARK H 122 (AZIMUTH MARK) WERE RECOVERED AS DESCRIBED AND
 KD1075'FOUND IN GOOD CONDITION.
 KD1075'
 KD1075'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF BENCH MARK H 122.
 KD1075'
 KD1075'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 63
 KD1075'AT THE NORTHEAST SIDE OF MOBERLY, GO NORTH ON U.S. HIGHWAY 63 FOR
 KD1075'1.25 MILES TO A SIDE ROAD RIGHT AT THE SOUTH SIDE OF AIRPORT, AND
 KD1075'BENCH MARK H 122 (AZIMUTH MARK) ON THE LEFT.  CONTINUE NORTH ON
 KD1075'U.S. HIGHWAY 63 FOR 0.25 MILE TO THE ENTRANCE TO THE BRADLEY
 KD1075'AIRPORT.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE STATION ON
 KD1075'THE LEFT.
 KD1075'
 KD1075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 KD1075'NORTH OF MOBERLY.
 KD1075
 KD1075                          STATION RECOVERY (1990)
 KD1075
 KD1075'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1075'RECOVERED IN GOOD CONDITION.
 KD1075
 KD1075                          STATION RECOVERY (1991)
 KD1075
 KD1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KD1075'STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF MOBERLY, AT THE OMAR
 KD1075'BRADLEY AIRPORT, NEAR A FLAGPOLE INSIDE A CIRCULAR DRIVE AT ENTRENCE
 KD1075'TO AIRPORT TERMINAL. OWNERSHIP-CITY OF MOBERLY, CITY HALL, MOBERLY,
 KD1075'MO 65270.  AIRPORT MANAGER IS RON WILSON, PHONE 816-263-4835.
 KD1075'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 63 AT
 KD1075'MOBERLY, GO NORTH ALONG HIGHWAY 63 FOR 2.4 KM (1.5 MI) TO AIRPORT
 KD1075'ACCESS ROAD ON THE RIGHT. TURN RIGHT, EAST, ALONG ACCESS ROAD FOR
 KD1075'0.24 KM (0.15 MI) TO THE AIRPORT TERMINAL AND THE STATION IN GRASSY
 KD1075'AREA OF A CIRCULAR DRIVE AT SITE OF FLAGPOLE.
 KD1075'LOCATED 25.7 M (84.3 FT) WEST OF A METAL FLAG POLE, 32.0 M (105.0 FT)
 KD1075'EAST OF THE NORTHEAST LEG OF A BEACON TOWER, 15.0 M (49.2 FT) NORTH OF
 KD1075'THE CENTER OF CIRCULAR DRIVE, 49.4 M (162.1 FT) NORTHWEST OF A FIRE
 KD1075'HYDRANT, 15.3 M (50.2 FT) SOUTHEAST OF THE NORTH SIDE OF THE CIRCLE
 KD1075'DRIVE, SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH WITH THE
 KD1075'GROUND SURFACE.
 KD1075
 KD1075                          STATION RECOVERY (1997)
 KD1075
 KD1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KD1075'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTH OF MOBERLY, MO. AT
 KD1075'THE OMAR N.  BRADLEY AIRPORT (MBY) .  IN THE GRASS, NEAR THE WEST SIDE
 KD1075'OF A CIRCULAR DRIVE AT THE AIRPORT ENTRANCE, WEST OF THE FLAG POLE.
 KD1075'OWNERSHIP--CITY OF MOBERLY, CITY HALL, MOBERLY, MO.  65270. PHONE
 KD1075'816-263-4420.  AIRPORT MANAGER DOUG HENRY, PHONE 816-263-4835.
 KD1075'NOTE--CONTACT AIRPORT OFFICE ON ARRIVAL.  NOTE--THIS STATION IS THE
 KD1075'PRIMARY AIRPORT CONTROL (PAC) STATION.  TO REACH THE STATION FROM THE
 KD1075'JUNCTION OF U.S.  HIGHWAYS 24 AND 63 NEAR THE NORTHEAST CORNER OF
 KD1075'MOBERLY, GO NORTH, 2.4 KM (1.50 MI) ALONG HIGHWAY 63 TO THE AIRPORT
 KD1075'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST, 0.24 KM (0.15 MI) ALONG
 KD1075'THE ENTRANCE ROAD TO THE TERMINAL AND THE STATION NEAR THE WEST SIDE
 KD1075'OF THE GRASS CIRCLE.  STATION IS 49.4 M (162.1 FT) NORTHWEST OF A FIRE
 KD1075'HYDRANT, 31.6 M (103.7 FT) EAST OF THE NORTHEAST LEG OF A BEACON
 KD1075'TOWER, 25.4 M (83.3 FT) WEST OF A METAL FLAG POLE, 15.3 M (50.2 FT)
 KD1075'SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST EXIT ROAD CENTER OF THE CIRCLE
 KD1075'DRIVE, 14.5 M (47.6 FT) NORTH OF THE SOUTH ENTRANCE ROAD CENTER OF THE
 KD1075'CIRCLE DRIVE, AND THE MONUMENT IS ABOUT LEVEL WITH THE CIRCLE DRIVE
 KD1075'AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES.
 KD1075
 KD1075                          STATION RECOVERY (2002)
 KD1075
 KD1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 KD1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1766 ***********************************************************************
 GD1766  DESIGNATION -  BRAGG
 GD1766  PID         -  GD1766
 GD1766  STATE/COUNTY-  MO/PEMISCOT
 GD1766  USGS QUAD   -  BRAGG CITY (1978)
 GD1766
 GD1766                         *CURRENT SURVEY CONTROL
 GD1766  ___________________________________________________________________
 GD1766* NAD 83(1997)-  36 15 18.81256(N)    089 54 25.11127(W)     ADJUSTED  
 GD1766* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 GD1766  ___________________________________________________________________
 GD1766  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GD1766  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1766
 GD1766  HORZ ORDER  -  FIRST
 GD1766
 GD1766.The horizontal coordinates were established by classical geodetic methods
 GD1766.and adjusted by the National Geodetic Survey in February 2000..
 GD1766
 GD1766.The orthometric height was scaled from a topographic map.
 GD1766
 GD1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1766
 GD1766.The geoid height was determined by GEOID03.
 GD1766
 GD1766;                    North         East     Units Scale Factor Converg.
 GD1766;SPC MO E     -    46,973.089   303,293.205   MT  0.99996831   +0 21 02.6
 GD1766;SPC AR N     -   215,224.453   588,091.533   MT  1.00000440   +1 13 04.5
 GD1766;SPC AR N     -   706,115.56  1,929,430.30   sFT  1.00000440   +1 13 04.5
 GD1766;UTM  16      - 4,016,177.659   238,814.073   MT  1.00044061   -1 43 12.4
 GD1766
 GD1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1766!SPC MO E     -   0.99999222  x   0.99996831  =   0.99996053
 GD1766!SPC AR N     -   0.99999222  x   1.00000440  =   0.99999662
 GD1766!UTM  16      -   0.99999222  x   1.00044061  =   1.00043283
 GD1766
 GD1766:                Primary Azimuth Mark                     Grid Az
 GD1766:SPC MO E     -  PEMISCOT DUNKLIN ELEC RAD MAST           133 34 51.7
 GD1766:SPC AR N     -  PEMISCOT DUNKLIN ELEC RAD MAST           132 42 49.8
 GD1766:UTM  16      -  PEMISCOT DUNKLIN ELEC RAD MAST           135 39 06.7
 GD1766
 GD1766|---------------------------------------------------------------------|
 GD1766| PID    Reference Object                     Distance      Geod. Az  |
 GD1766|                                                           dddmmss.s |
 GD1766| GD1761 PEMISCOT DUNKLIN ELEC RAD MAST      APPROX. 3.7 KM 1335554.3 |
 GD1766| GD1760 DEERING MUNICIPAL TANK              APPROX. 7.5 KM 1640403.0 |
 GD1766| GD2023 BRAGG RM 1                           49.206 METERS 16442     |
 GD1766| GD1931 BRAGG RM 2                           33.093 METERS 21127     |
 GD1766| CG3290 BRAGG AZ MK                                        3450508.2 |
 GD1766|---------------------------------------------------------------------|
 GD1766
 GD1766                          SUPERSEDED SURVEY CONTROL
 GD1766
 GD1766  NAD 83(1997)-  36 15 18.81823(N)    089 54 25.11091(W) AD(       ) 1
 GD1766  NAD 83(1997)-  36 15 18.82299(N)    089 54 25.10958(W) AD(       ) 1
 GD1766  NAD 83(1986)-  36 15 18.82337(N)    089 54 25.10902(W) AD(       ) 1
 GD1766  NAD 27      -  36 15 18.58630(N)    089 54 24.79360(W) AD(       ) 1
 GD1766
 GD1766.Superseded values are not recommended for survey control.
 GD1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1766.See file dsdata.txt to determine how the superseded data were derived.
 GD1766
 GD1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3881416178(NAD 83)
 GD1766_MARKER: DS = TRIANGULATION STATION DISK
 GD1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1766_SP_SET: CONCRETE POST
 GD1766_STAMPING: BRAGG 1953
 GD1766_MARK LOGO: CGS   
 GD1766_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1766+STABILITY: SURFACE MOTION
 GD1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1766+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1991
 GD1766
 GD1766  HISTORY     - Date     Condition        Report By
 GD1766  HISTORY     - 1953     MONUMENTED       CGS
 GD1766  HISTORY     - 1953     GOOD             CGS
 GD1766  HISTORY     - 1954     GOOD             CGS
 GD1766  HISTORY     - 1969     GOOD             CGS
 GD1766  HISTORY     - 19910315 GOOD             NGS
 GD1766  HISTORY     - 20040211 MARK NOT FOUND   USACE
 GD1766
 GD1766                          STATION DESCRIPTION
 GD1766
 GD1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1766'THE STATION IS ABOUT 8 MILES EAST OF KENNETT AND 1 MILE SOUTH OF
 GD1766'BRAGG CITY ON LAND OWNED BY MR. F. W. JOHNSON.  IT IS IN A SMALL
 GD1766'SODED AREA ABOUT 120 FEET NORTH OF A FARM HOUSE, 71.0 FEET WEST OF
 GD1766'THE CENTER OF A GRAVELED ROAD, 53.0 FEET EAST OF THE CENTER OF
 GD1766'THE EAST DOOR OF A MACHINE SHED AND 48.5 FEET SOUTHWEST OF A
 GD1766'POWERLINE TRANSFORMER POLE.  IT IS SET FLUSH WITH THE
 GD1766'SURFACE OF THE GROUND AND IS STAMPED BRAGG 1953.
 GD1766'
 GD1766'REFERENCE MARK NO. 1 IS 30.0 FEET WEST OF THE CENTER OF A GRAVELED
 GD1766'ROAD AND 9.0 FEET NORTH OF THE CENTER OF A DRIVEWAY.  IT IS SET
 GD1766'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BRAGG NO 1 1953.
 GD1766'
 GD1766'REFERENCE MARK NO. 2 IS 2.0 FEET NORTH OF THE NORTHEAST CORNER OF A
 GD1766'GARAGE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GD1766'STAMPED BRAGG NO 2 1953.
 GD1766'
 GD1766'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GD1766'117.58 FEET.
 GD1766'
 GD1766'THE AZIMUTH MARK IS ABOUT 50 YARDS EAST-NORTHEAST OF A HOUSE, 28.0
 GD1766'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.0 FOOT EAST OF A
 GD1766'POWERLINE POLE AND 1.0 FOOT WEST OF A WITNESS POST.  IT PROJECTS 3
 GD1766'INCHES AND IS STAMPED BRAGG 1953.
 GD1766'
 GD1766'TO REACH THE STATION FROM THE CROSS-STREET JUST SOUTH OF THE POST
 GD1766'OFFICE IN BRAGG CITY, GO SOUTH ON A GRAVELED ROAD FOR 0.35 MILE TO A
 GD1766'T CROSSROAD, TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.05 MILE
 GD1766'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 GD1766'EAST AND SOUTH ON A GRAVELED ROAD FOR 0.7 MILE TO A GROUP OF FARM
 GD1766'BUILDINGS ON THE RIGHT AND THE STATION AS DESCRIBED.
 GD1766'
 GD1766'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 GD1766
 GD1766                          STATION RECOVERY (1953)
 GD1766
 GD1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GD1766'RECOVERED IN GOOD CONDITION.
 GD1766
 GD1766                          STATION RECOVERY (1954)
 GD1766
 GD1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1766'THE STATION MARKS, REFERENCE MARKS 1 AND 2, AND
 GD1766'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ARE IN
 GD1766'EXCELLENT CONDITION.
 GD1766'
 GD1766'THE OLD DESCRIPTION WAS FOUND ADEQUATE TO REACH THE STATION.
 GD1766
 GD1766                          STATION RECOVERY (1969)
 GD1766
 GD1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1766'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1766'RECOVERED IN GOOD CONDITION.  A THOROUGH AND EXTENDED SEARCH WAS
 GD1766'MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND, AND IS THOUGHT
 GD1766'TO HAVE BEEN DESTROYED BY FARMING OPERATIONS.  THE STATION WAS
 GD1766'OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN POSITIONED
 GD1766'INTERSECTION STATION DEERING, MUNICIPAL WATER TANK 1953 AND THE
 GD1766'REFERENCE MARKS, AND A DISCREPANCY OF - 01 FOOT 30.9 INCHES WAS
 GD1766'NOTED IN THE ANGLE TO REFERENCE MARK NO. 1, WHILE REFERENCE MARK
 GD1766'NO. 2 FELL WELL WITHIN THE REQUIRED LIMITS.  IN CHECKING THE
 GD1766'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND THE REFERENCE
 GD1766'MARKS, A DISCREPANCY OF - 0.06 OF A FOOT WAS NOTED IN THE DISTANCE
 GD1766'BETWEEN THE STATION AND REFERENCE MARK NO.  1, WHILE THE DISTANCE
 GD1766'BETWEEN THE STATION AND REFERENCE MARK NO. 2 AND BETWEEN REFERENCE
 GD1766'MARKS CHECKED THE 1953 MEASUREMENTS FLAT.  IT SHOULD BE FURTHER NOTED
 GD1766'THAT THE ANGLE BETWEEN POSITIONED INTERSECTION STATIONS
 GD1766'PEMISCOT-DUNKLIN ELECTRIC CO-OP RADIO MAST 1953 AND DEERING,
 GD1766'MUNICIPAL WATER TANK 1953 CHECKED THE PUBLISHED ANGLE WELL WITHIN THE
 GD1766'REQUIRED LIMITS.  THREE ADDITIONAL DISTANT WATER TANKS WERE OBSERVED
 GD1766'UPON AND WILL SERVE AS AZIMUTH MARKS.  NO NEW AZIMUTH MARK WAS
 GD1766'ESTABLISHED.
 GD1766'
 GD1766'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1766'
 GD1766'THE STATION IS LOCATED ABOUT 8 MILES EAST OF KENNET, 4 MILES NORTH
 GD1766'OF DEERING, AND 1.0 MILE SOUTH OF BRAGG CITY, IN A LANDSCAPED AREA
 GD1766'ON THE PROPERTY OF JOHNSON-MARTIN FARMS.
 GD1766'
 GD1766'TO REACH THE STATION FROM THE NEW POST OFFICE IN BRAGG CITY, GO
 GD1766'SOUTH ON A GRAVELED ROAD FOR 0.3 OF A MILE TO A T CROSSROAD.  HERE
 GD1766'TURN LEFT AND GO EAST AND SOUTH ON A GRAVELED ROAD FOR 0.7 OF A
 GD1766'MILE TO THE JOHNSON-MARTIN FARMS COMPLEX ON THE RIGHT AND THE
 GD1766'STATION AS DESCRIBED.
 GD1766'
 GD1766'THE STATION IS IN A LAWN AREA IN A HEAVILY LANDSCAPED AREA, BETWEEN
 GD1766'THE J. T. MARTIN AND F. W. JOHNSON HOMES, 144 FEET NORTH-NORTHEAST
 GD1766'OF THE NORTHEAST CORNER OF THE MARTIN HOME, 70 FEET WEST OF THE
 GD1766'APPROXIMATE CENTER OF THE GRAVELED ROAD, 60 FEET NORTHEAST OF
 GD1766'THE SOUTHEAST CORNER OF A LARGE MACHINE SHED, 48 FEET SOUTHWEST
 GD1766'OF A UTILITY AND TRANSFORMER POLE, 47 FEET NORTH OF THE V
 GD1766'FORMED BY DRIVEWAYS, 42 FEET EAST OF THE NORTHEAST CORNER OF
 GD1766'THE MACHINE SHED, AND 4.5 FEET NORTHWEST OF A 6-INCH BUCKEYE TREE.
 GD1766'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GD1766'CONCRETE MONUMENT ABOUT 4 INCHES BELOW THE SWARD AND THE DISK IS
 GD1766'STAMPED BRAGG 1953.
 GD1766'
 GD1766'REFERENCE MARK NO. 1 IS 106 FEET EAST OF THE NORTHEAST CORNER OF THE
 GD1766'MARTIN HOME, 49 FEET NORTH AND ACROSS A DRIVEWAY FROM A UTILITY
 GD1766'POLE, 41 FEET EAST OF A 16-INCH ELM TREE, 28 FEET WEST OF THE
 GD1766'APPROXIMATE CENTER OF THE GRAVELED ROAD, 20 FEET SOUTH-SOUTHEAST
 GD1766'OF A METAL WATER METER COVER, 10 FEET NORTH OF THE APPROXIMATE
 GD1766'CENTER OF THE DRIVEWAY, AND 2.5 FEET WEST OF THE WEST END OF A
 GD1766'MASONRY HEADWALL OF THE CULVERT UNDER THE DRIVEWAY.  IT IS A STANDARD
 GD1766'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 GD1766'ABOUT 3 INCHES BELOW THE SWARD AND THE DISK IS STAMPED BRAGG NO 1
 GD1766'1953.
 GD1766'
 GD1766'REFERENCE MARK NO. 2 IS SET IN THE DRIVEWAY NORTH OF THE MARTIN HOME,
 GD1766'65 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MACHINE SHED, 50 FEET
 GD1766'NORTHEAST OF THE NORTHWEST CORNER OF THE MARTIN HOME, 39 FEET NORTH
 GD1766'OF THE NORTHEAST CORNER OF THE MARTIN HOME, AND 25 FEET EAST OF THE
 GD1766'SOUTH END OF A LARGE BUTANE GAS SUPPLY TANK.  IT IS A STANDARD DISK
 GD1766'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 1 INCH
 GD1766'BELOW THE GRAVELED SURFACE OF THE DRIVEWAY AND THE DISK IS
 GD1766'STAMPED BRAGG NO 2 1953.
 GD1766'
 GD1766'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1766'REFERENCE MARK NO. 2 IS 117.56 FEET - (35.832) METERS.
 GD1766'
 GD1766'DUE TO ALL MARKS LOCATION IN TENDED AND LANDSCAPED AREAS, NO METAL
 GD1766'WITNESS POSTS WERE SET.
 GD1766'
 GD1766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.0 MILE
 GD1766'SOUTH OF BRAGG CITY.
 GD1766
 GD1766                          STATION RECOVERY (1991)
 GD1766
 GD1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1766'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GD1766'CONDITION.  AZIMUTH MARK PREVIOUSLY REPORTED DESTROYED.  REFERENCE
 GD1766'MARK 2 WAS POSITIONED AND OCCUPIED AT THIS TIME.  A DIFFERENCE IN
 GD1766'DIRECTION FROM DEERING MUNICIPAL TANK 1953 TO REFERENCE MARK 1 MISSED
 GD1766'BY 3MIN 43SEC, AND 2MIN 53SEC TO REFERENCE MARK 2.  HORIZONTAL DISTANC
 GD1766'1970 COMPARED TO 1991 WERE VERY POOR, +0.012 MTO REFERENCE MARK 1, +
 GD1766'0.017 M (0.056 FT) TO REFERENCE MARK 2, AND +0.014 BETWEEN THE
 GD1766'REFERENCE MARKS.  THE 1953 COMPARISONS WERE MUCH WORSE.
 GD1766'STATION IS LOCATED ABOUT 15 KM (9.30 MI) WEST OF HAYTI, 1.6 KM
 GD1766'(1.00 MI) SOUTH-SOUTHEAST OF BRAGG CITY, 2.5 KM (1.55 MI) NORTH OF US
 GD1766'HIGHWAY 412 AND STATE HIGHWAY 84, IN THE CENTER OF SECTION 30, T 19
 GD1766'N, R 11 E, IN THE NORTH END OF A GRASS AREA INSIDE OF A CIRCULAR
 GD1766'GRAVEL DRIVEWAY, ADJACENT TO A BARN AT AN ABANDONED FARMSTEAD (HOUSE
 GD1766'PREVIOUSLY DESCRIBED HAS BEEN REMOVED. OWNERSHIP--VERN JOHNSTON, 921
 GD1766'BID CIRCLE, KENNETT, MO 63857. PHONE IS 314-888-2797.
 GD1766'TO REACH FROM THE JUNCTION OF US HIGWAY 412, STATE HIGHWAY 84, STATE
 GD1766'ROAD P, AND SOUTH THIRD STREET IN HAYTI, GO WEST ON HIGHWAYS 412 AND
 GD1766'84 FOR 13.22 KM (8.20 MI) TO STATE ROAD C ON THE LEFT.  CONTINUE
 GD1766'AHEAD FOR 0.88 KM (0.55 MI) TO A DIRT ROAD RIGHT.  TURN RIGHT, NORTH,
 GD1766'ON COUNTY ROAD 287 FOR 2.32 KM (1.45 MI) TO THE SOUTH END OF A GRAVEL
 GD1766'DRIVEWAY ON THE LEFT LEADING TO A BARN.  TURN LEFT, NORTHWEST, ON
 GD1766'DRIVE FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 GD1766'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 15 CM
 GD1766'BELOW GROUND.  IT IS 21.5 M (70.5 FT) WEST OF THE DIRT ROAD, 14.7 M
 GD1766'(48.2 FT) SOUTHWEST OF A UTILITY POLE, AND 16.1 M (52.8 FT) EAST OF
 GD1766'THE CENTER OF THE EAST DOOR TO BARN AND SHED.  (ABOVE MEASUREMENTS
 GD1766'ARE 1953 DATA).
 GD1766'DESCRIBED BY G.R.HEID.
 GD1766
 GD1766                          STATION RECOVERY (2004)
 GD1766
 GD1766'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD2023 ***********************************************************************
 GD2023  DESIGNATION -  BRAGG RM 1
 GD2023  PID         -  GD2023
 GD2023  STATE/COUNTY-  MO/PEMISCOT
 GD2023  USGS QUAD   -  BRAGG CITY (1978)
 GD2023
 GD2023                         *CURRENT SURVEY CONTROL
 GD2023  ___________________________________________________________________
 GD2023* NAD 83(1997)-  36 15 17.27271(N)    089 54 24.59139(W)     ADJUSTED  
 GD2023* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 GD2023  ___________________________________________________________________
 GD2023  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GD2023  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD2023
 GD2023  HORZ ORDER  -  FIRST
 GD2023
 GD2023.The horizontal coordinates were established by GPS observations
 GD2023.and adjusted by the National Geodetic Survey in February 2000..
 GD2023
 GD2023.The orthometric height was scaled from a topographic map.
 GD2023
 GD2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD2023
 GD2023.The geoid height was determined by GEOID03.
 GD2023
 GD2023;                    North         East     Units Scale Factor Converg.
 GD2023;SPC MO E     -    46,925.707   303,306.474   MT  0.99996833   +0 21 02.9
 GD2023;UTM  16      - 4,016,129.807   238,825.626   MT  1.00044054   -1 43 12.0
 GD2023
 GD2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD2023!SPC MO E     -   0.99999222  x   0.99996833  =   0.99996055
 GD2023!UTM  16      -   0.99999222  x   1.00044054  =   1.00043276
 GD2023
 GD2023                          SUPERSEDED SURVEY CONTROL
 GD2023
 GD2023  NAD 83(1997)-  36 15 17.27817(N)    089 54 24.59099(W) AD(       ) 1
 GD2023  NAD 83(1997)-  36 15 17.28320(N)    089 54 24.58972(W) AD(       ) 1
 GD2023  NAD 83(1997)-  36 15 17.28331(N)    089 54 24.58909(W) AD(       ) 1
 GD2023
 GD2023.Superseded values are not recommended for survey control.
 GD2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD2023.See file dsdata.txt to determine how the superseded data were derived.
 GD2023
 GD2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3882616130(NAD 83)
 GD2023_MARKER: DR = REFERENCE MARK DISK
 GD2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD2023_SP_SET: CONCRETE POST
 GD2023_STAMPING: BRAGG NO 1 1953
 GD2023_MARK LOGO: CGS   
 GD2023_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD2023+STABILITY: SURFACE MOTION
 GD2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD2023+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1990
 GD2023
 GD2023  HISTORY     - Date     Condition        Report By
 GD2023  HISTORY     - 1953     MONUMENTED       CGS
 GD2023  HISTORY     - 19901105 SEE DESCRIPTION  NGS
 GD2023
 GD2023                          STATION DESCRIPTION
 GD2023
 GD2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GD2023'THIS STATION WAS AT A FARM SITE THAT HAS NOW BEEN ABANDONED. SOME OF
 GD2023'THE BUILDINGS HAVE BEEN TORN DOWN AND AFTER A THOROUGH SEARCH OF THE
 GD2023'AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1931 ***********************************************************************
 GD1931  DESIGNATION -  BRAGG RM 2
 GD1931  PID         -  GD1931
 GD1931  STATE/COUNTY-  MO/PEMISCOT
 GD1931  USGS QUAD   -  BRAGG CITY (1978)
 GD1931
 GD1931                         *CURRENT SURVEY CONTROL
 GD1931  ___________________________________________________________________
 GD1931* NAD 83(1997)-  36 15 17.89657(N)    089 54 25.80276(W)     ADJUSTED  
 GD1931* NAVD 88     -        78.2    (meters)     257.     (feet)  GPS OBS   
 GD1931  ___________________________________________________________________
 GD1931  X           -       8,343.162 (meters)                     COMP
 GD1931  Y           -  -5,149,351.642 (meters)                     COMP
 GD1931  Z           -   3,751,072.679 (meters)                     COMP
 GD1931  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GD1931  ELLIP HEIGHT-          49.72  (meters)          (02/17/00) GPS OBS
 GD1931  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1931
 GD1931  HORZ ORDER  -  FIRST
 GD1931  ELLP ORDER  -  FOURTH    CLASS I
 GD1931
 GD1931.The horizontal coordinates were established by GPS observations
 GD1931.and adjusted by the National Geodetic Survey in February 2000..
 GD1931
 GD1931.The orthometric height was determined by GPS observations and a
 GD1931.high-resolution geoid model.
 GD1931
 GD1931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1931
 GD1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1931
 GD1931.The ellipsoidal height was determined by GPS observations
 GD1931.and is referenced to NAD 83.
 GD1931
 GD1931.The geoid height was determined by GEOID03.
 GD1931
 GD1931;                    North         East     Units Scale Factor Converg.
 GD1931;SPC MO E     -    46,944.751   303,276.116   MT  0.99996829   +0 21 02.2
 GD1931;UTM  16      - 4,016,149.944   238,795.962   MT  1.00044073   -1 43 12.8
 GD1931
 GD1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1931!SPC MO E     -   0.99999220  x   0.99996829  =   0.99996049
 GD1931!UTM  16      -   0.99999220  x   1.00044073  =   1.00043292
 GD1931
 GD1931|---------------------------------------------------------------------|
 GD1931| PID    Reference Object                     Distance      Geod. Az  |
 GD1931|                                                           dddmmss.s |
 GD1931| GD1766 BRAGG                                33.093 METERS 03127     |
 GD1931| GD2023 BRAGG RM 1                           35.837 METERS 12227     |
 GD1931| GD1761 PEMISCOT DUNKLIN ELEC RAD MAST      APPROX. 3.7 KM 1332548.7 |
 GD1931| GD1760 DEERING MUNICIPAL TANK              APPROX. 7.5 KM 1635253.8 |
 GD1931|---------------------------------------------------------------------|
 GD1931
 GD1931                          SUPERSEDED SURVEY CONTROL
 GD1931
 GD1931  NAD 83(1997)-  36 15 17.90211(N)    089 54 25.80252(W) AD(       ) 1
 GD1931  NAD 83(1997)-  36 15 17.90704(N)    089 54 25.80105(W) AD(       ) 1
 GD1931  NAD 83(1997)-  36 15 17.90723(N)    089 54 25.80062(W) AD(       ) 1
 GD1931  NGVD 29 (05/28/98)   78.2    (m)          257.     (f) GPS OBS        
 GD1931
 GD1931.Superseded values are not recommended for survey control.
 GD1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1931.See file dsdata.txt to determine how the superseded data were derived.
 GD1931
 GD1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3879616150(NAD 83)
 GD1931_MARKER: DR = REFERENCE MARK DISK
 GD1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1931_SP_SET: CONCRETE POST
 GD1931_STAMPING: BRAGG NO 2 1953
 GD1931_MARK LOGO: CGS   
 GD1931_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1931+STABILITY: SURFACE MOTION
 GD1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1931+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1991
 GD1931
 GD1931  HISTORY     - Date     Condition        Report By
 GD1931  HISTORY     - 1953     MONUMENTED       CGS
 GD1931  HISTORY     - 19901105 GOOD
 GD1931  HISTORY     - 19910315 GOOD             NGS
 GD1931
 GD1931                          STATION DESCRIPTION
 GD1931
 GD1931'DESCRIBED 1990
 GD1931'RECOVERED IN GOOD CONDITION.
 GD1931
 GD1931                          STATION RECOVERY (1991)
 GD1931
 GD1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1931'THIS MARK WAS POSITIONED FROM BRAGG 1953 BECAUSE THE LATTER IS A POOR
 GD1931'GPS STATION.
 GD1931'STATION IS LOCATED ABOUT 15 KM (9.30 MI) WEST OF HAYTI, 1.6 KM
 GD1931'(1.00 MI) SOUTH-SOUTHEAST OF BRAGG CITY, 2.5 KM (1.55 MI) NORTH OF US
 GD1931'HIGHWAY 412 AND STATE HIGHWAY 84, IN THE CENTER OF SECTION 30, T 19
 GD1931'N, R 11 E, IN A CIRCULAR GRAVEL DRIVEWAY ADJACENT TO A BARN AT AN
 GD1931'ABANDONED FARMSTEAD (HOUSE PREVIOUSLY DESCRIBED HAS BEEN REMOVED.
 GD1931'OWNERSHIP--VERN JOHNSTON, 921 BID CIRCLE, KENNETT, MO 63857.  PHONE
 GD1931'IS 314-888-2797.
 GD1931'TO REACH FROM THE JUNCTION OF US HIGWAY 412, STATE HIGHWAY 84, STATE
 GD1931'ROAD P, AND SOUTH THIRD STREET IN HAYTI, GO WEST ON HIGHWAYS 412 AND
 GD1931'84 FOR 13.22 KM (8.20 MI) TO STATE ROAD C ON THE LEFT.  CONTINUE
 GD1931'AHEAD FOR 0.88 KM (0.55 MI) TO A DIRT ROAD RIGHT.  TURN RIGHT, NORTH,
 GD1931'ON COUNTY ROAD 287 FOR 2.32 KM (1.45 MI) TO THE SOUTH END OF A GRAVEL
 GD1931'DRIVEWAY ON THE LEFT LEADING TO A BARN.  TURN LEFT, NORTHWEST, ON
 GD1931'DRIVE FOR 0.04 KM (0.00 MI) TO THE STATION IN THE MIDDLE OF THE
 GD1931'DRIVE.
 GD1931'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 5 CM
 GD1931'BELOW GROUND.  IT IS 19.7 M (64.6 FT) SOUTH OF THE SOUTHEAST CORNER
 GD1931'OF THE BARN, 0.3 M (1.0 FT) EAST OF THE EXTENDED EAST WALL OF THE
 GD1931'BARN, 11.1 M (36.4 FT) EAST-SOUTHEAST OF THE CENTER OF A GASOLINE
 GD1931'PUMP AT NORTHEAST CORNER OF A SMALL METAL SHED, 5.5 M (18.0 FT) WEST
 GD1931'OF A ROW OF CEDAR BUSHES, 25.9 M (85.0 FT) EAST OF A UTILITY POLE AT
 GD1931'FIELD EDGE, AND 44.3 M (145.3 FT) NORTHWEST OF A UTILITY POLE ALONG
 GD1931'THE ROAD.
 GD1931'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1225 ***********************************************************************
 HD1225  DESIGNATION -  BRANCH
 HD1225  PID         -  HD1225
 HD1225  STATE/COUNTY-  MO/CAMDEN
 HD1225  USGS QUAD   -  MACKS CREEK (1982)
 HD1225
 HD1225                         *CURRENT SURVEY CONTROL
 HD1225  ___________________________________________________________________
 HD1225* NAD 83(1997)-  37 54 20.46180(N)    092 59 59.27505(W)     ADJUSTED  
 HD1225* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 HD1225  ___________________________________________________________________
 HD1225  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HD1225  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HD1225
 HD1225  HORZ ORDER  -  FIRST
 HD1225
 HD1225.The horizontal coordinates were established by classical geodetic methods
 HD1225.and adjusted by the National Geodetic Survey in February 2000..
 HD1225
 HD1225.The orthometric height was scaled from a topographic map.
 HD1225
 HD1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1225
 HD1225.The geoid height was determined by GEOID03.
 HD1225
 HD1225;                    North         East     Units Scale Factor Converg.
 HD1225;SPC MO C     -   230,082.023   456,048.086   MT  0.99995712   -0 18 25.4
 HD1225;UTM  15      - 4,195,350.529   500,017.703   MT  0.99960000   +0 00 00.4
 HD1225
 HD1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1225!SPC MO C     -   0.99995041  x   0.99995712  =   0.99990753
 HD1225!UTM  15      -   0.99995041  x   0.99960000  =   0.99955043
 HD1225
 HD1225|---------------------------------------------------------------------|
 HD1225| PID    Reference Object                     Distance      Geod. Az  |
 HD1225|                                                           dddmmss.s |
 HD1225| CQ5837 BRANCH RM 3                          27.140 METERS 08808     |
 HD1225| CQ5836 BRANCH RM 2                          51.557 METERS 17727     |
 HD1225| HD1233 BUFFALO MUNICIPAL WATER TOWER       APPROX.30.0 KM 1953657.7 |
 HD1225| HD1228 BRANCH FOREST FIRE DETECT TWR       307.112 METERS 23507     |
 HD1225| CQ5835 BRANCH RM 1 AZIMUTH                                2390900.9 |
 HD1225|---------------------------------------------------------------------|
 HD1225
 HD1225                          SUPERSEDED SURVEY CONTROL
 HD1225
 HD1225  NAD 83(1986)-  37 54 20.47265(N)    092 59 59.27488(W) AD(       ) 1
 HD1225  NAD 27      -  37 54 20.34400(N)    092 59 58.59300(W) AD(       ) 1
 HD1225
 HD1225.Superseded values are not recommended for survey control.
 HD1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1225.See file dsdata.txt to determine how the superseded data were derived.
 HD1225
 HD1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB0001895351(NAD 83)
 HD1225_MARKER: DS = TRIANGULATION STATION DISK
 HD1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1225
 HD1225  HISTORY     - Date     Condition        Report By
 HD1225  HISTORY     - 1928     MONUMENTED       CGS
 HD1225  HISTORY     - 1935     GOOD             CGS
 HD1225  HISTORY     - 1947     GOOD             CGS
 HD1225
 HD1225                          STATION DESCRIPTION
 HD1225
 HD1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 HD1225'ABOUT 25 MILES BY STATE HIGHWAY 54 SOUTHWEST OF LINN CREEK,
 HD1225'23 MILES BY STATE HIGHWAY 54 EAST OF NORTH OF BUFFALO, 0.3 MILE
 HD1225'SOUTH AND ONE-HALF MILE EAST OF THE VILLAGE OF BRANCH, ON EAST
 HD1225'SIDE OF SE 1/4 SEC. 34, T. 37 N., R. 19 W., ON LAND OWNED BY
 HD1225'MRS. JULIA CLARK OF BRANCH.  STATION IS ON EAST SIDE OF OLD
 HD1225'CULTIVATED FIELD, AT WEST EDGE OF TIMBER, 4.5 METERS (15 FEET)
 HD1225'WEST OF RAIL FENCE WHICH IS LINE BETWEEN SECTIONS 34 AND 35,
 HD1225'110 METERS (361 FEET) NORTH OF FENCE AT SOUTH END OF FIELD, 106
 HD1225'METERS (348 FEET) EAST OF WILD CHERRY TREE IN CENTER OF
 HD1225'FIELD, AND ABOUT 0.40 MILE NORTH OF CAMDEN-DALLAS COUNTY
 HD1225'LINE.  SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE,
 HD1225'24 INCHES BELOW SURFACE OF GROUND.  UNDERGROUND MARK IS
 HD1225'STANDARD DISK IN CONCRETE 5 FEET BELOW SURFACE OF GROUND.
 HD1225'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 HD1225'NO. 1 IS 9.0 METERS (30 FEET) EAST OF CENTER
 HD1225'LINE OF HIGHWAY 54, 0.45 METER (1.5 FEET) WEST OF FENCE,
 HD1225'AND 285 METERS (935 FEET) (PACED DISTANCE) FROM STATION
 HD1225'S 59 DEG 09 MIN W.  NO. 2 IS 0.9 METER (3 FEET)
 HD1225'WEST OF RAIL FENCE, AND 51.56 METERS (169.2 FEET) FROM STATION
 HD1225'S 02 DEG 34 MIN E.
 HD1225
 HD1225                          STATION RECOVERY (1935)
 HD1225
 HD1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 HD1225'STATION FOUND IN GOOD CONDITION ON LAND DESCRIBED, NOW OWNED BY
 HD1225'C.I. PHILPOTTS, THE POSTMASTER AT BRANCH, WHO LIVES 1/4 MILE
 HD1225'W OF STATION.  RAIL FENCE E OF STATION HAS BEEN REMOVED.  STATION
 HD1225'IS 1/4 MILE E OF STATE HIGHWAY 73, 351 FEET N OF FENCE AT S END
 HD1225'OF FIELD AND 321 FEET E OF 15-INCH WILD CHERRY TREE IN CENTER
 HD1225'OF FIELD.
 HD1225'
 HD1225'REFERENCE MARK NO. 1, FOUND IN GOOD CONDITION, ABOUT 350 FEET N,
 HD1225'ALONG ROAD, FROM HOUSE ON W SIDE OF ROAD, AND 213 FEET S OF
 HD1225'CORNER POST IN FENCE E, AND 882 FEET, SLOPE DISTANCE, FROM
 HD1225'STATION.
 HD1225'
 HD1225'REFERENCE MARK NO. 2, FOUND IN GOOD CONDITION.  RAIL FENCE HAS
 HD1225'BEEN REMOVED.  MONUMENT IS IN CENTER OF PRIVATE ROAD LEADING INTO
 HD1225'WOODS, AND 181 FEET N OF FENCE.
 HD1225'
 HD1225'ALL OTHER OLD TIES STILL HOLD.
 HD1225
 HD1225                          STATION RECOVERY (1947)
 HD1225
 HD1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1225'THE STATION WAS RECOVERED AS DESCRIBED BY E.O.H. IN 1928 AND ALL
 HD1225'MARKS WERE FOUND IN GOOD CONDITION.  THE RAIL FENCE MENTIONED IN
 HD1225'THE DESCRIPTION HAS BEEN TORN DOWN.  REFERENCE MARK NO. 1 WAS
 HD1225'USED AS THE AZIMUTH MARK, AND A NEW REFERENCE MARK, NO. 3 WAS
 HD1225'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HD1225'
 HD1225'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF CAMDENTON,
 HD1225'ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF MACKS CREEK, ABOUT 0.5
 HD1225'MILE SOUTH OF, AND 0.2 MILE EAST OF BRANCH, AND ABOUT 0.2 MILE
 HD1225'EAST OF STATE HIGHWAY 73.  IT IS IN THE SOUTHEAST CORNER OF A
 HD1225'LARGE FIELD, ON LAND OWNED AND OCCUPIED BY MR. A.E. HICKS, 322
 HD1225'FEET EAST OF A LARGE, LONE, WILD CHERRY TREE, 41 FEET NORTH OF
 HD1225'A FENCE CORNER, 22.8 FEET NORTHWEST OF A TRIANGLE BLAZED, TWIN
 HD1225'TRUNK OAK TREE, 17.4 FEET SOUTHWEST OF A TRIANGLE BLAZED, 5
 HD1225'INCH OAK TREE, AND 8 FEET WEST OF THE WEST EDGE OF THE WOODS.
 HD1225'THE DISK IS STAMPED BRANCH 1928 AND IS SET 2 FEET BELOW THE
 HD1225'SURFACE OF THE GROUND.
 HD1225'
 HD1225'REFERENCE MARK NO. 2 IS 169.15 FEET SOUTH OF THE STATION, AND
 HD1225'17 FEET EAST OF A WIRE FENCE.  THE DISK IS STAMPED BRANCH NO 2
 HD1225'1928 AND PROJECTS 6 INCHES.
 HD1225'
 HD1225'REFERENCE MARK NO. 3 IS 89.04 FEET EAST OF THE STATION.  THE MARK
 HD1225'IS STAMPED BRANCH NO 3 1947 AND PROJECTS 6 INCHES.
 HD1225'
 HD1225'REFERENCE MARK NO. 1 IS APPROXIMATELY 0.2 MILE SOUTHWEST OF THE
 HD1225'STATION, AND WAS USED AS THE AZIMUTH MARK.  IT IS 40 YARDS
 HD1225'NORTHEAST OF THE BRANCH FOREST FIRE DETECTION TOWER, 30 FEET EAST
 HD1225'OF THE CENTERLINE OF STATE HIGHWAY 73, 7 FEET SOUTH OF A
 HD1225'TELEPHONE POLE, 3.6 FEET SOUTHEAST OF A WITNESS POST, AND 1 FOOT
 HD1225'WEST OF A FENCE.  THE DISK IS STAMPED BRANCH NO 1 1928 AND
 HD1225'PROJECTS 4 INCHES.
 HD1225'
 HD1225'TO REACH THE STATION FROM THE POST OFFICE IN BRANCH, GO SOUTH ON
 HD1225'STATE HIGHWAY 73 FOR 0.35 MILE TO A DRIVEWAY * ON THE LEFT.
 HD1225'TURN LEFT, FOLLOW THE DRIVE WAY AROUND TO THE BACK OF THE HOUSE,
 HD1225'AND TAKE A TRACK ROAD EAST AND THEN SOUTHEAST, ACROSS THE FIELD
 HD1225'TO THE SOUTHEAST CORNER AND THE STATION AS DESCRIBED.
 HD1225'
 HD1225'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE DRIVEWAY,
 HD1225'CONTINUE SOUTH ON HIGHWAY 73 FOR 0.2 MILE TO THE MARK ON THE LEFT
 HD1225'AS DESCRIBED.
 HD1225'
 HD1225'OBSERVATIONS TAKEN FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1228 ***********************************************************************
 HD1228  DESIGNATION -  BRANCH FOREST FIRE DETECT TWR
 HD1228  PID         -  HD1228
 HD1228  STATE/COUNTY-  MO/CAMDEN
 HD1228  USGS QUAD   -  BRANCH (1972)
 HD1228
 HD1228                         *CURRENT SURVEY CONTROL
 HD1228  ___________________________________________________________________
 HD1228* NAD 83(1997)-  37 54 14.76609(N)    093 00 09.58849(W)     ADJUSTED  
 HD1228* NAVD 88     -                                                        
 HD1228  ___________________________________________________________________
 HD1228  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HD1228  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HD1228
 HD1228  HORZ ORDER  -  THIRD
 HD1228
 HD1228.The horizontal coordinates were established by classical geodetic methods
 HD1228.and adjusted by the National Geodetic Survey in February 2000..
 HD1228
 HD1228
 HD1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1228
 HD1228.The geoid height was determined by GEOID03.
 HD1228
 HD1228;                    North         East     Units Scale Factor Converg.
 HD1228;SPC MO C     -   229,907.778   455,795.206   MT  0.99995739   -0 18 31.7
 HD1228;UTM  15      - 4,195,174.994   499,765.850   MT  0.99960000   -0 00 05.9
 HD1228
 HD1228                          SUPERSEDED SURVEY CONTROL
 HD1228
 HD1228  NAD 83(1997)-  37 54 14.77695(N)    093 00 09.58851(W) AD(       ) 4
 HD1228  NAD 83(1986)-  37 54 14.77729(N)    093 00 09.58827(W) AD(       ) 4
 HD1228  NAD 27      -  37 54 14.64900(N)    093 00 08.90700(W) AD(       ) 3
 HD1228
 HD1228.Superseded values are not recommended for survey control.
 HD1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1228.See file dsdata.txt to determine how the superseded data were derived.
 HD1228
 HD1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB9976695175(NAD 83)
 HD1228_MARKER: 55 = TOWER
 HD1228
 HD1228  HISTORY     - Date     Condition        Report By
 HD1228  HISTORY     - 1947     FIRST OBSERVED   CGS
 HD1228
 HD1228                          STATION DESCRIPTION
 HD1228
 HD1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1228'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF CAMDENTON, ABOUT
 HD1228'4-1/2 MILES SOUTH-SOUTHWEST OF MACKS CREEK, ABOUT 0.55 MILE SOUTH
 HD1228'OF BRANCH, AND 87 FEET WEST OF STATE HIGHWAY 73.  IT IS A WOODEN
 HD1228'STRUCTURE, 60 FEET HIGH AND 17 FEET SQUARE AT THE BASE.  NOTE-
 HD1228'THIS TOWER IS TO BE TORN DOWN IN THE NEAR FUTURE AND A HIGHER
 HD1228'ONE PUT IN ITS PLACE.)
 HD1228'
 HD1228'TO REACH THE STATION FROM THE POST OFFICE IN BRANCH, GO SOUTH ON
 HD1228'STATE HIGHWAY 73 FOR 0.55 MILE TO THE TOWER ON THE RIGHT.
 HD1228'
 HD1228'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1471 ***********************************************************************
 JC1471  DESIGNATION -  BRANDLE
 JC1471  PID         -  JC1471
 JC1471  STATE/COUNTY-  MO/CRAWFORD
 JC1471  USGS QUAD   -  ONONDAGA CAVE (1978)
 JC1471
 JC1471                         *CURRENT SURVEY CONTROL
 JC1471  ___________________________________________________________________
 JC1471* NAD 83(1997)-  38 05 50.99290(N)    091 10 49.13318(W)     ADJUSTED  
 JC1471* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 JC1471  ___________________________________________________________________
 JC1471  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 JC1471  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 JC1471
 JC1471  HORZ ORDER  -  THIRD
 JC1471
 JC1471.The horizontal coordinates were established by classical geodetic methods
 JC1471.and adjusted by the National Geodetic Survey in February 2000..
 JC1471
 JC1471.The orthometric height was scaled from a topographic map.
 JC1471
 JC1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1471
 JC1471.The geoid height was determined by GEOID03.
 JC1471
 JC1471;                    North         East     Units Scale Factor Converg.
 JC1471;SPC MO E     -   251,472.118   190,329.117   MT  0.99997717   -0 25 11.2
 JC1471;UTM  15      - 4,218,196.339   659,558.218   MT  0.99991356   +1 07 22.7
 JC1471
 JC1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1471!SPC MO E     -   0.99996082  x   0.99997717  =   0.99993799
 JC1471!UTM  15      -   0.99996082  x   0.99991356  =   0.99987439
 JC1471
 JC1471|---------------------------------------------------------------------|
 JC1471| PID    Reference Object                     Distance      Geod. Az  |
 JC1471|                                                           dddmmss.s |
 JC1471| CQ5839 BRANDLE RM 1                         21.847 METERS 20746     |
 JC1471| CQ5838 BRANDLE AZ MK                                      2261049.5 |
 JC1471| CQ5840 BRANDLE RM 2                          9.224 METERS 31145     |
 JC1471|---------------------------------------------------------------------|
 JC1471
 JC1471                          SUPERSEDED SURVEY CONTROL
 JC1471
 JC1471  NAD 83(1997)-  38 05 51.00286(N)    091 10 49.13568(W) AD(       ) 3
 JC1471  NAD 83(1986)-  38 05 51.00766(N)    091 10 49.13338(W) AD(       ) 3
 JC1471  NAD 27      -  38 05 50.84500(N)    091 10 48.62900(W) AD(       ) 3
 JC1471
 JC1471.Superseded values are not recommended for survey control.
 JC1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1471.See file dsdata.txt to determine how the superseded data were derived.
 JC1471
 JC1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5955818196(NAD 83)
 JC1471_MARKER: DS = TRIANGULATION STATION DISK
 JC1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1471
 JC1471  HISTORY     - Date     Condition        Report By
 JC1471  HISTORY     - 1956     MONUMENTED       CGS
 JC1471
 JC1471                          STATION DESCRIPTION
 JC1471
 JC1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1471'STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF BOURBON, 13.0
 JC1471'MILES WEST OF CUBA AND ABOUT 4.0 MILES WEST OF THE
 JC1471'WASHINGTON-CRAWFORD COUNTY LINE ON THE EAST SIDE OF COUNTY
 JC1471'HIGHWAY N.
 JC1471'
 JC1471'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF COUNTY
 JC1471'ROUTE N AND THE STREET LEADING TO U.S. HIGHWAY 66, IN THE NORTH
 JC1471'EDGE OF TOWN, GO EAST ON COUNTY ROUTE N FOR 0.25 MILE.  TURN
 JC1471'RIGHT AND GO SOUTHEAST ON COUNTY ROUTE N FOR 4.15 MILES TO THE
 JC1471'END OF SURFACED ROAD.  CONTINUE SOUTHEAST 1.2 MILES TO A FORK.
 JC1471'TAKE LEFT FORK AND CONTINUE, ON COUNTY ROUTE N, 0.3 MILE TO
 JC1471'STATION ON THE EAST SIDE OF ROAD.
 JC1471'
 JC1471'STATION, STAMPED BRANDLE 1956 IS A STANDARD USC AND GS BRONZE
 JC1471'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 JC1471'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 39.0 FEET
 JC1471'NORTHEAST OF THE CENTERLINE OF COUNTY ROUTE N, 103.0 FEET
 JC1471'SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY LEADING TO A HOUSE,
 JC1471'AND 5.0 FEET NORTH OF A WHITE WITNESS POST.
 JC1471'
 JC1471'R.M. 1, STAMPED BRANDLE NO 1 1956, IS A STANDARD USC AND GS
 JC1471'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JC1471'THAT PROJECTS ABOUT 4 INCHES AND IS ABOUT 4 FEET LOWER THAN
 JC1471'THE STATION.  IT IS 2.0 FEET NORTHEAST OF FENCELINE AND 27.0
 JC1471'FEET SOUTHWEST OF THE CENTERLINE OF ROAD.
 JC1471'
 JC1471'R.M. 2, STAMPED BRANDLE NO 2 1956, IS A STANDARD USC AND GS
 JC1471'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JC1471'THAT PROJECTS ABOUT 4 INCHES AND IS ABOUT 1-1/2 FEET HIGHER
 JC1471'THAN THE STATION.  IT IS 31.0 FEET NORTHEAST OF THE CENTERLINE OF
 JC1471'ROAD AND 72.0 FEET SOUTHEAST OF THE CENTERLINE OF DRIVEWAY.
 JC1471'
 JC1471'AZIMUTH MARK, STAMPED BRANDLE 1956, IS A STANDARD USC AND GS
 JC1471'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JC1471'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 20.0
 JC1471'FEET SOUTHWEST OF THE CENTERLINE OF DIRT ROAD AND 5.0 FEET
 JC1471'SOUTHEAST OF AN OAK TREE THAT IS ABOUT 2-1/2 FEET IN DIAMETER.
 JC1471'
 JC1471'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST 0.3
 JC1471'MILE TO A FORK.  TAKE LEFT FORK AND GO 0.65 MILE TO A FORK.
 JC1471'TAKE LEFT FORK AND GO 0.4 MILE TO A T ROAD.  TAKE LEFT FORK AND
 JC1471'GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0911 ***********************************************************************
 GE0911  DESIGNATION -  BRANDS
 GE0911  PID         -  GE0911
 GE0911  STATE/COUNTY-  MO/HOWELL
 GE0911  USGS QUAD   -  BRANDSVILLE (1986)
 GE0911
 GE0911                         *CURRENT SURVEY CONTROL
 GE0911  ___________________________________________________________________
 GE0911* NAD 83(1997)-  36 38 57.63268(N)    091 41 09.44507(W)     ADJUSTED  
 GE0911* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 GE0911  ___________________________________________________________________
 GE0911  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 GE0911  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GE0911
 GE0911  HORZ ORDER  -  FIRST
 GE0911
 GE0911.The horizontal coordinates were established by classical geodetic methods
 GE0911.and adjusted by the National Geodetic Survey in February 2000..
 GE0911
 GE0911.The orthometric height was scaled from a topographic map.
 GE0911
 GE0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0911
 GE0911.The geoid height was determined by GEOID03.
 GE0911
 GE0911;                    North         East     Units Scale Factor Converg.
 GE0911;SPC MO C     -    90,849.833   572,786.567   MT  0.99999858   +0 29 09.4
 GE0911;SPC MO E     -    91,196.329   143,958.085   MT  1.00007182   -0 42 28.7
 GE0911;UTM  15      - 4,056,777.996   617,456.071   MT  0.99976997   +0 47 04.1
 GE0911
 GE0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0911!SPC MO C     -   0.99995428  x   0.99999858  =   0.99995286
 GE0911!SPC MO E     -   0.99995428  x   1.00007182  =   1.00002610
 GE0911!UTM  15      -   0.99995428  x   0.99976997  =   0.99972426
 GE0911
 GE0911|---------------------------------------------------------------------|
 GE0911| PID    Reference Object                     Distance      Geod. Az  |
 GE0911|                                                           dddmmss.s |
 GE0911| CI1230 BRANDS RM 1                          30.470 METERS 01335     |
 GE0911| CI1229 BRANDS AZ MK                                       0650006.0 |
 GE0911| GE0910 BRANDS 2                              4.217 METERS 24501     |
 GE0911| GE1178 BRANDS RM 2                          73.200 METERS 25021     |
 GE0911|---------------------------------------------------------------------|
 GE0911
 GE0911                          SUPERSEDED SURVEY CONTROL
 GE0911
 GE0911  NAD 83(1997)-  36 38 57.63616(N)    091 41 09.44734(W) AD(       ) 1
 GE0911  NAD 83(1986)-  36 38 57.64276(N)    091 41 09.44352(W) AD(       ) 1
 GE0911  NAD 27      -  36 38 57.42200(N)    091 41 08.91600(W) AD(       ) 1
 GE0911
 GE0911.Superseded values are not recommended for survey control.
 GE0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0911.See file dsdata.txt to determine how the superseded data were derived.
 GE0911
 GE0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1745656778(NAD 83)
 GE0911_MARKER: DS = TRIANGULATION STATION DISK
 GE0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0911
 GE0911  HISTORY     - Date     Condition        Report By
 GE0911  HISTORY     - 1928     MONUMENTED       CGS
 GE0911  HISTORY     - 1953     GOOD             CGS
 GE0911  HISTORY     - 1955     GOOD             CGS
 GE0911  HISTORY     - 20060207 MARK NOT FOUND   MODNR
 GE0911
 GE0911                          STATION DESCRIPTION
 GE0911
 GE0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GE0911'ABOUT 14 MILES SOUTHEAST OF WEST PLAINS, 1 MILE EAST OF
 GE0911'BRANDSVILLE, ONE-FOURTH MILE EAST OF STATE HIGHWAY 63, ON LAND
 GE0911'OWNED BY J.T. GRAY, OF IOWA, AND RENTED BY M.L. CURCIE WHO
 GE0911'LIVES ONE-THIRD MILE NORTHEAST OF STATION.  STATION IS ON
 GE0911'HIGHEST POINT OF ENCLOSED, CLEARED RIDGE, 130 METERS (427 FEET)
 GE0911'SOUTH OF COUNTY ROAD, AND 72 METERS (236 FEET) EAST OF FENCE
 GE0911'AT WEST END OF FIELD.  TO REACH FROM THAYER, TAKE UNITED
 GE0911'STATES ROUTE 63, AND FROM BRIDGE AT THAYER, GO 14.1 MILES TO
 GE0911'WHERE THERE ARE TWO FILLING STATIONS, SINCLAIR ON WEST AND
 GE0911'MARATHON ON EAST.  TURN EAST ON COUNTRY ROAD AT THIS
 GE0911'INTERSECTION, AND CONTINUE FOR 0.2 MILE TO GATE ON RIGHT, AND GO
 GE0911'TO TOP OF HILL AND STATION SITE, ABOUT 150 YARDS FROM GATE.
 GE0911'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GE0911'CONCRETE.  UPPER MARK PROJECTS 4
 GE0911'INCHES.  LOWER MARK IS 5 FEET BELOW SURFACE.  REFERENCE
 GE0911'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GE0911'NO. 1 IS 30.470 METERS (99.97 FEET) FROM STATION.
 GE0911'NO. 2 IS 1.2 METERS (4 FEET) EAST
 GE0911'OF FENCE, AND 73.20 METERS (240.2 FEET) FROM STATION.
 GE0911'AZIMUTH MARK ESTABLISHED IN 1934
 GE0911'IS STANDARD REFERENCE DISK IN CONCRETE, ALONG
 GE0911'EAST-AND-WEST FENCE, 12 FEET FROM CENTER LINE OF COUNTRY
 GE0911'ROAD, AND 0.2 MILE FROM STATION.
 GE0911
 GE0911                          STATION RECOVERY (1953)
 GE0911
 GE0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0911'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 GE0911'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 GE0911'THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.
 GE0911
 GE0911                          STATION RECOVERY (1955)
 GE0911
 GE0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0911'RECOVERED AS DESCRIBED.  MARK MOVED BECAUSE OF HIGHWAY
 GE0911'CONSTRUCTION.  STATION BRANDS 2 1955 ESTABLISHED.
 GE0911
 GE0911                          STATION RECOVERY (2006)
 GE0911
 GE0911'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0911'RECOVERED MAIN STATION BRANDS 2 AS ESTABLISHED IN 1955. RECOVERED
 GE0911'REFERENCE MARK 2, STAMPED BRANDS NO 2 1934 AND THE AZIMUTH MARK
 GE0911'STAMPED BRANDS 1934, WHICH PROJECT ABOUT 18 INCHES ABOVE THE GROUND
 GE0911'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0910 ***********************************************************************
 GE0910  DESIGNATION -  BRANDS 2
 GE0910  PID         -  GE0910
 GE0910  STATE/COUNTY-  MO/HOWELL
 GE0910  USGS QUAD   -  BRANDSVILLE (1986)
 GE0910
 GE0910                         *CURRENT SURVEY CONTROL
 GE0910  ___________________________________________________________________
 GE0910* NAD 83(1997)-  36 38 57.57491(N)    091 41 09.59896(W)     ADJUSTED  
 GE0910* NAVD 88     -       319.745  (meters)    1049.03   (feet)  ADJUSTED  
 GE0910  ___________________________________________________________________
 GE0910  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 GE0910  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GE0910  DYNAMIC HT  -         319.480 (meters)    1048.16  (feet)  COMP
 GE0910  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 GE0910
 GE0910  HORZ ORDER  -  SECOND
 GE0910  VERT ORDER  -  FIRST     CLASS II
 GE0910
 GE0910.The horizontal coordinates were established by classical geodetic methods
 GE0910.and adjusted by the National Geodetic Survey in February 2000..
 GE0910.No horizontal observational check was made to the station.
 GE0910
 GE0910.The orthometric height was determined by differential leveling
 GE0910.and adjusted by the National Geodetic Survey in June 1991..
 GE0910
 GE0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0910
 GE0910.The geoid height was determined by GEOID03.
 GE0910
 GE0910.The dynamic height is computed by dividing the NAVD 88
 GE0910.geopotential number by the normal gravity value computed on the
 GE0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0910.degrees latitude (g = 980.6199 gals.).
 GE0910
 GE0910.The modeled gravity was interpolated from observed gravity values.
 GE0910
 GE0910;                    North         East     Units Scale Factor Converg.
 GE0910;SPC MO C     -    90,848.020   572,782.760   MT  0.99999857   +0 29 09.3
 GE0910;SPC MO E     -    91,194.596   143,954.241   MT  1.00007183   -0 42 28.8
 GE0910;UTM  15      - 4,056,776.164   617,452.274   MT  0.99976995   +0 47 04.0
 GE0910
 GE0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0910!SPC MO C     -   0.99995434  x   0.99999857  =   0.99995291
 GE0910!SPC MO E     -   0.99995434  x   1.00007183  =   1.00002617
 GE0910!UTM  15      -   0.99995434  x   0.99976995  =   0.99972430
 GE0910
 GE0910                          SUPERSEDED SURVEY CONTROL
 GE0910
 GE0910  NAD 83(1997)-  36 38 57.57840(N)    091 41 09.60124(W) AD(       ) 2
 GE0910  NAD 83(1986)-  36 38 57.58499(N)    091 41 09.59742(W) AD(       ) 2
 GE0910  NAD 27      -  36 38 57.36400(N)    091 41 09.07000(W) AD(       ) 2
 GE0910  NGVD 29 (10/05/93)  319.603  (m)         1048.56   (f) ADJUSTED    1 2
 GE0910
 GE0910.Superseded values are not recommended for survey control.
 GE0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0910.See file dsdata.txt to determine how the superseded data were derived.
 GE0910
 GE0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1745256776(NAD 83)
 GE0910_MARKER: DS = TRIANGULATION STATION DISK
 GE0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0910_SP_SET: CONCRETE POST
 GE0910_STAMPING: BRANDS 2 1955
 GE0910_MARK LOGO: CGS   
 GE0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0910+STABILITY: SURFACE MOTION
 GE0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0910+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 GE0910
 GE0910  HISTORY     - Date     Condition        Report By
 GE0910  HISTORY     - 1955     MONUMENTED       CGS
 GE0910  HISTORY     - 1955     GOOD             CGS
 GE0910  HISTORY     - 1981     GOOD             USE
 GE0910  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 GE0910  HISTORY     - 19900905 GOOD             NGS
 GE0910  HISTORY     - 20060207 GOOD             MODNR
 GE0910
 GE0910                          STATION DESCRIPTION
 GE0910
 GE0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0910'THE STATION IS ABOUT 14 MILES SOUTHEAST OF WEST PLAINS, ONE-FOURTH
 GE0910'MILES EAST OF BRANDSVILLE, ONE-FOURTH MILE EAST OF U.S. HIGHWAY
 GE0910'63, ON LAND OWNED BY MRS. ORPHA CARRELL, WHO LIVES JUST NORTH
 GE0910'OF STATION ACROSS PROPOSED NEW HIGHWAY.  STATION IS ON HIGHEST
 GE0910'POINT OF ENCLOSED, CLEARED RIDGE, 130 METERS (427 FEET) SOUTH
 GE0910'OF COUNTY ROAD, 81 METERS (265 FEET) FROM SOUTHEAST CORNER
 GE0910'OF LAND OWNERS HOUSE, 70 METERS (230 FEET) EAST OF FENCE AT
 GE0910'WEST END OF FIELD, AND 26 METERS (85 FEET) SOUTHWEST OF CENTER
 GE0910'LINE OF PROPOSED NEW HIGHWAY (U.S. HIGHWAY 63).  UPPER MARK
 GE0910'PROJECTS 1 INCH AND THE DISK IS STAMPED BRANDS 2 1955.
 GE0910'
 GE0910'TO REACH FROM THAYER, TAKE U.S. HIGHWAY 63, AND FROM BRIDGE
 GE0910'AT THAYER, GO 14.1 MILES NORTH AND WEST TO BRANDSVILLE AND
 GE0910'SINCLAIR FILLING STATION ON EAST.  TURN EAST ON COUNTY ROAD
 GE0910'AT THIS POINT AND GO 0.2 MILES TO GATE ON RIGHT (CONTINUE
 GE0910'0.2 MILES ALONG COUNTY ROAD TO AZIMUTH MARK).  TURN IN AT GATE,
 GE0910'GO TO TOP OF RIDGE AND STATION SITE, ABOUT 430 FEET FROM GATE.
 GE0910'THIS WOULD INVOLVE CROSSING PROPOSED NEW HIGHWAY.
 GE0910'
 GE0910'REFERENCE MARK NO. 2 IS 1.2 METERS (4 FEET) EAST OF FENCE.
 GE0910'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BRANDS
 GE0910'NO 2 1934.
 GE0910'
 GE0910'REFERENCE MARK NO. 3 IS 85 FEET SOUTHWEST OF CENTER LINE OF
 GE0910'PROPOSED NEW HIGHWAY.  THE MARK PROJECTS 2 INCHES AND THE DISK
 GE0910'IS STAMPED BRANDS 2 NO 3 1955.
 GE0910'
 GE0910'THE AZIMUTH MARK IS ALONG EAST-WEST FENCE LINE 12 FEET SOUTH OF
 GE0910'CENTER LINE OF COUNTY ROAD.  THE MARK PROJECTS 5 INCHES AND
 GE0910'THE DISK IS STAMPED BRANDS 1934.
 GE0910
 GE0910                          STATION RECOVERY (1955)
 GE0910
 GE0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 GE0910'RECOVERED IN GOOD CONDITION.
 GE0910
 GE0910                          STATION RECOVERY (1981)
 GE0910
 GE0910'RECOVERY NOTE BY US ENGINEERS 1981
 GE0910'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GE0910'AZIMUTH MARK IS NOT VISIBLE FROM STATION, WITH INSTRUMENT AT
 GE0910'TRIPOD - HIGHTH, DUE TO TREES OBSCURING LINE OF SIGHT.  DESCRIPTION
 GE0910'WAS ADEQUATE.
 GE0910
 GE0910                          STATION RECOVERY (1985)
 GE0910
 GE0910'RECOVERY NOTE BY US POWER SQUADRON 1985 (NCS)
 GE0910'MARK NOT FOUND.
 GE0910
 GE0910                          STATION RECOVERY (1990)
 GE0910
 GE0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0910'0.4 KM (0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 63 FROM THE
 GE0910'JUNCTION OF STATE HIGHWAY VV IN BRANDSVILLE, 0.8 KM (0.5 MI)
 GE0910'NORTHWEST OF THE OREGON-HOWELL COUNTY LINE, 27.1 M (88.9 FT)
 GE0910'SOUTHWEST OF THE HIGHWAY CENTERLINE, 8.0 M (26.2 FT) SOUTHEAST OF A
 GE0910'UTILITY POLE, 7.0 M (23.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M
 GE0910'(1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 GE0910'THE GROUND SURFACE.
 GE0910
 GE0910                          STATION RECOVERY (2006)
 GE0910
 GE0910'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0765 ***********************************************************************
 GF0765  DESIGNATION -  BRANSON MUNICIPAL TANK
 GF0765  PID         -  GF0765
 GF0765  STATE/COUNTY-  MO/TANEY
 GF0765  USGS QUAD   -  BRANSON (1989)
 GF0765
 GF0765                         *CURRENT SURVEY CONTROL
 GF0765  ___________________________________________________________________
 GF0765* NAD 83(1997)-  36 38 39.10067(N)    093 14 09.44965(W)     ADJUSTED  
 GF0765* NAVD 88     -                                                        
 GF0765  ___________________________________________________________________
 GF0765  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GF0765  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GF0765
 GF0765  HORZ ORDER  -  THIRD
 GF0765
 GF0765.The horizontal coordinates were established by classical geodetic methods
 GF0765.and adjusted by the National Geodetic Survey in February 2000..
 GF0765
 GF0765
 GF0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0765
 GF0765.The geoid height was determined by GEOID03.
 GF0765
 GF0765;                    North         East     Units Scale Factor Converg.
 GF0765;SPC MO C     -    90,222.226   434,191.018   MT  0.99998667   -0 26 21.4
 GF0765;UTM  15      - 4,055,428.830   478,907.928   MT  0.99960548   -0 08 27.0
 GF0765
 GF0765                          SUPERSEDED SURVEY CONTROL
 GF0765
 GF0765  NAD 83(1997)-  36 38 39.10168(N)    093 14 09.44893(W) AD(       ) 4
 GF0765  NAD 83(1997)-  36 38 39.10697(N)    093 14 09.44942(W) AD(       ) 4
 GF0765  NAD 83(1986)-  36 38 39.11146(N)    093 14 09.44494(W) AD(       ) 4
 GF0765  NAD 27      -  36 38 38.89000(N)    093 14 08.79000(W) AD(       ) 3
 GF0765
 GF0765.Superseded values are not recommended for survey control.
 GF0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0765.See file dsdata.txt to determine how the superseded data were derived.
 GF0765
 GF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7890855429(NAD 83)
 GF0765_MARKER: 51 = TANK
 GF0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0765+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 GF0765
 GF0765  HISTORY     - Date     Condition        Report By
 GF0765  HISTORY     - 1954     FIRST OBSERVED   CGS
 GF0765  HISTORY     - 20040830 GOOD             USPSQD
 GF0765
 GF0765                          STATION DESCRIPTION
 GF0765
 GF0765'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0760 ***********************************************************************
 GF0760  DESIGNATION -  BRANSON RADIO STA KAO 241 MAST
 GF0760  PID         -  GF0760
 GF0760  STATE/COUNTY-  MO/TANEY
 GF0760  USGS QUAD   -  HOLLISTER (1989)
 GF0760
 GF0760                         *CURRENT SURVEY CONTROL
 GF0760  ___________________________________________________________________
 GF0760* NAD 83(1997)-  36 36 38.83438(N)    093 14 23.49400(W)     ADJUSTED  
 GF0760* NAVD 88     -                                                        
 GF0760  ___________________________________________________________________
 GF0760  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 GF0760  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GF0760
 GF0760  HORZ ORDER  -  THIRD
 GF0760
 GF0760.The horizontal coordinates were established by classical geodetic methods
 GF0760.and adjusted by the National Geodetic Survey in February 2000..
 GF0760
 GF0760
 GF0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0760
 GF0760.The geoid height was determined by GEOID03.
 GF0760
 GF0760;                    North         East     Units Scale Factor Converg.
 GF0760;SPC MO C     -    86,517.834   433,813.607   MT  0.99998728   -0 26 28.5
 GF0760;SPC AR N     -   253,381.171   289,070.314   MT  1.00009644   -0 43 17.3
 GF0760;SPC AR N     -   831,301.39    948,391.52   sFT  1.00009644   -0 43 17.3
 GF0760;UTM  15      - 4,051,723.937   478,549.947   MT  0.99960567   -0 08 35.0
 GF0760
 GF0760                          SUPERSEDED SURVEY CONTROL
 GF0760
 GF0760  NAD 83(1997)-  36 36 38.83415(N)    093 14 23.49330(W) AD(       ) 4
 GF0760  NAD 83(1997)-  36 36 38.83870(N)    093 14 23.49360(W) AD(       ) 4
 GF0760  NAD 83(1986)-  36 36 38.84659(N)    093 14 23.48916(W) AD(       ) 4
 GF0760  NAD 27      -  36 36 38.62200(N)    093 14 22.83500(W) AD(       ) 3
 GF0760
 GF0760.Superseded values are not recommended for survey control.
 GF0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0760.See file dsdata.txt to determine how the superseded data were derived.
 GF0760
 GF0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7855051724(NAD 83)
 GF0760_MARKER: 42 = RADIO/TV MAST
 GF0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0760+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 GF0760
 GF0760  HISTORY     - Date     Condition        Report By
 GF0760  HISTORY     - 1961     FIRST OBSERVED   CGS
 GF0760  HISTORY     - 1988     GOOD             MOHC
 GF0760  HISTORY     - 20040830 GOOD             USPSQD
 GF0760
 GF0760                          STATION DESCRIPTION
 GF0760
 GF0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0760'THE STATION IS THE CENTER OF THE TOP OF A 4 LEGGED STEEL
 GF0760'MAST PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND
 GF0760'SUPPORTED BY GUY WIRES.  THE OVERALL HEIGHT IS 165 FEET.
 GF0760'
 GF0760'IT IS ON A HIGH HILL ABOUT 0.5 MILE SOUTH OF THE SCHOOL
 GF0760'OF THE OZARKS.
 GF0760'
 GF0760'TO REACH FROM THE MAIN ENTRANCE AT THE SOUTH SIDE OF THE
 GF0760'SCHOOL OF THE OZARKS, GO SOUTH UP HILL ON A TRACK ROAD FOR
 GF0760'0.4 MILE TO THE STATION.
 GF0760'
 GF0760'THE MAST IS OWNED BY THE UNIONGAS COMPANY OF BRANSON.
 GF0760
 GF0760                          STATION RECOVERY (1988)
 GF0760
 GF0760'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1988 (NP)
 GF0760'RECOVERED IN GOOD CONDITION.
 GF0760
 GF0760                          STATION RECOVERY (2004)
 GF0760
 GF0760'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 GF0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0764 ***********************************************************************
 GF0764  DESIGNATION -  BRANSON RADIO STA KAA 662 MAST
 GF0764  PID         -  GF0764
 GF0764  STATE/COUNTY-  MO/TANEY
 GF0764  USGS QUAD   -  BRANSON (1989)
 GF0764
 GF0764                         *CURRENT SURVEY CONTROL
 GF0764  ___________________________________________________________________
 GF0764* NAD 83(1997)-  36 41 56.44538(N)    093 14 56.88702(W)     ADJUSTED  
 GF0764* NAVD 88     -                                                        
 GF0764  ___________________________________________________________________
 GF0764  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GF0764  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GF0764
 GF0764  HORZ ORDER  -  THIRD
 GF0764
 GF0764.The horizontal coordinates were established by classical geodetic methods
 GF0764.and adjusted by the National Geodetic Survey in February 2000..
 GF0764
 GF0764
 GF0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0764
 GF0764.The geoid height was determined by GEOID03.
 GF0764
 GF0764;                    North         East     Units Scale Factor Converg.
 GF0764;SPC MO C     -    96,314.319   433,060.217   MT  0.99998852   -0 26 51.8
 GF0764;UTM  15      - 4,061,512.622   477,745.835   MT  0.99960610   -0 08 56.0
 GF0764
 GF0764                          SUPERSEDED SURVEY CONTROL
 GF0764
 GF0764  NAD 83(1997)-  36 41 56.44581(N)    093 14 56.88609(W) AD(       ) 4
 GF0764  NAD 83(1997)-  36 41 56.44943(N)    093 14 56.88636(W) AD(       ) 4
 GF0764  NAD 83(1986)-  36 41 56.45619(N)    093 14 56.88284(W) AD(       ) 4
 GF0764  NAD 27      -  36 41 56.23600(N)    093 14 56.22800(W) AD(       ) 3
 GF0764
 GF0764.Superseded values are not recommended for survey control.
 GF0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0764.See file dsdata.txt to determine how the superseded data were derived.
 GF0764
 GF0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7774661513(NAD 83)
 GF0764_MARKER: 42 = RADIO/TV MAST
 GF0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0764+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 GF0764
 GF0764  HISTORY     - Date     Condition        Report By
 GF0764  HISTORY     - 1961     FIRST OBSERVED   CGS
 GF0764  HISTORY     - 20040830 GOOD             USPSQD
 GF0764
 GF0764                          STATION DESCRIPTION
 GF0764
 GF0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0764'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED
 GF0764'ABOUT 4 MILES NORTH AND 2 MILES WEST OF BRANSON, IN THE
 GF0764'NORTHWEST 1/4 OF SECTION 18, T 23 N, R 21 W. AND IS OWNED
 GF0764'BY THE WHITE RIVER VALLEY ELECTRIC CO-OP OF BRANSON.  IT IS A
 GF0764'GUYED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 GF0764'INTERNATIONAL ORANGE AND WHITE.  ITS OVERALL HEIGHT IS ABOUT 75
 GF0764'FEET.
 GF0764'
 GF0764'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 160 AND
 GF0764'STATE HIGHWAYS 76 AND 125 IN BRANSON, GO NORTHERLY ON U.S.
 GF0764'HIGHWAY 65 AND 160 FOR 5.25 MILES TO THE CHULA VISTA ROADSIDE
 GF0764'PARK AND THE MAST ON THE RIGHT.
 GF0764'
 GF0764'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GF0764'CHULA VISTA THE DISTANCE BEING 291.75 FEET AND 88.925 METERS.
 GF0764
 GF0764                          STATION RECOVERY (2004)
 GF0764
 GF0764'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 GF0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0814 ***********************************************************************
 GE0814  DESIGNATION -  BRASWELL LOOKOUT TOWER
 GE0814  PID         -  GE0814
 GE0814  STATE/COUNTY-  MO/OREGON
 GE0814  USGS QUAD   -  MANY SPRINGS (1997)
 GE0814
 GE0814                         *CURRENT SURVEY CONTROL
 GE0814  ___________________________________________________________________
 GE0814* NAD 83(1997)-  36 42 47.27570(N)    091 18 41.41401(W)     ADJUSTED  
 GE0814* NAVD 88     -                                                        
 GE0814  ___________________________________________________________________
 GE0814  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 GE0814  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GE0814
 GE0814  HORZ ORDER  -  THIRD
 GE0814
 GE0814.The horizontal coordinates were established by classical geodetic methods
 GE0814.and adjusted by the National Geodetic Survey in February 2000..
 GE0814
 GE0814
 GE0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0814
 GE0814.The geoid height was determined by GEOID03.
 GE0814
 GE0814;                    North         East     Units Scale Factor Converg.
 GE0814;SPC MO E     -    97,926.497   177,500.365   MT  0.99999807   -0 29 06.5
 GE0814;UTM  15      - 4,064,378.563   650,804.533   MT  0.99988018   +1 00 34.5
 GE0814
 GE0814                          SUPERSEDED SURVEY CONTROL
 GE0814
 GE0814  NAD 83(1997)-  36 42 47.28113(N)    091 18 41.41307(W) AD(       ) 4
 GE0814  NAD 83(1986)-  36 42 47.28518(N)    091 18 41.41250(W) AD(       ) 4
 GE0814  NAD 27      -  36 42 47.07700(N)    091 18 40.92700(W) AD(       ) 3
 GE0814
 GE0814.Superseded values are not recommended for survey control.
 GE0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0814.See file dsdata.txt to determine how the superseded data were derived.
 GE0814
 GE0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5080564379(NAD 83)
 GE0814_MARKER: 57 = LOOKOUT TOWER
 GE0814
 GE0814  HISTORY     - Date     Condition        Report By
 GE0814  HISTORY     - 1956     FIRST OBSERVED   CGS
 GE0814
 GE0814                          STATION DESCRIPTION
 GE0814
 GE0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0814'THE STATION IS LOCATED ABOUT 6 MILES EAST-NORTHEAST OF ALTON AND
 GE0814'ABOUT 100 YARDS SOUTH OF COUNTY ROAD AA.  THE STRUCTURE
 GE0814'IS 110 FEET HIGH AND THE POINT OBSERVED ON WAS THE APEX OF
 GE0814'THE ROOF OF THE OBSERVATION CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1870 ***********************************************************************
 JE1870  DESIGNATION -  BRAUN 3
 JE1870  PID         -  JE1870
 JE1870  STATE/COUNTY-  MO/JACKSON
 JE1870  USGS QUAD   -  LAKE JACOMO (1990)
 JE1870
 JE1870                         *CURRENT SURVEY CONTROL
 JE1870  ___________________________________________________________________
 JE1870* NAD 83(1997)-  38 57 39.82591(N)    094 21 35.18197(W)     ADJUSTED  
 JE1870* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 JE1870  ___________________________________________________________________
 JE1870  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JE1870  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JE1870
 JE1870  HORZ ORDER  -  SECOND
 JE1870
 JE1870.The horizontal coordinates were established by classical geodetic methods
 JE1870.and adjusted by the National Geodetic Survey in February 2000..
 JE1870
 JE1870.The orthometric height was scaled from a topographic map.
 JE1870
 JE1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1870
 JE1870.The geoid height was determined by GEOID03.
 JE1870
 JE1870;                    North         East     Units Scale Factor Converg.
 JE1870;SPC MO W     -   310,136.375   862,153.323   MT  0.99994299   +0 05 17.4
 JE1870;UTM  15      - 4,313,334.824   382,188.044   MT  0.99977091   -0 51 18.4
 JE1870
 JE1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1870!SPC MO W     -   0.99995708  x   0.99994299  =   0.99990007
 JE1870!UTM  15      -   0.99995708  x   0.99977091  =   0.99972800
 JE1870
 JE1870|---------------------------------------------------------------------|
 JE1870| PID    Reference Object                     Distance      Geod. Az  |
 JE1870|                                                           dddmmss.s |
 JE1870| CQ5845 BRAUN 3 RM 5                         12.075 METERS 00550     |
 JE1870| JE1869 BRAUN 3 AZ MK                       APPROX. 1.0 KM 0105447.7 |
 JE1870| KE1357 BLUE SPRINGS DISTRICT 8 TANK        APPROX. 7.4 KM 0423800.2 |
 JE1870| JE1864 BRAUN                                62.394 METERS 08612     |
 JE1870| JE1865 BRAUN 2                              51.533 METERS 08942     |
 JE1870| CQ5846 BRAUN 3 RM 6                         11.242 METERS 18740     |
 JE1870| KE1369 RAYTOWN NE MUNICIPAL TANK           APPROX.10.1 KM 3183817.4 |
 JE1870|---------------------------------------------------------------------|
 JE1870
 JE1870                          SUPERSEDED SURVEY CONTROL
 JE1870
 JE1870  NAD 83(1997)-  38 57 39.82615(N)    094 21 35.18196(W) AD(       ) 2
 JE1870  NAD 83(1986)-  38 57 39.83338(N)    094 21 35.17739(W) AD(       ) 2
 JE1870  NAD 27      -  38 57 39.80599(N)    094 21 34.36014(W) AD(       ) 2
 JE1870
 JE1870.Superseded values are not recommended for survey control.
 JE1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1870.See file dsdata.txt to determine how the superseded data were derived.
 JE1870
 JE1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8218813335(NAD 83)
 JE1870_MARKER: DS = TRIANGULATION STATION DISK
 JE1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1870_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 JE1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1870+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2001
 JE1870
 JE1870  HISTORY     - Date     Condition        Report By
 JE1870  HISTORY     - 1979     MONUMENTED       NGS
 JE1870  HISTORY     - 19950821 GOOD             USPSQD
 JE1870  HISTORY     - 20010308 GOOD             SKW
 JE1870
 JE1870                          STATION DESCRIPTION
 JE1870
 JE1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JE1870'THE STATION IS ABOUT 8 MILES SOUTH OF INDEPENDENCE, 6 MILES SOUTHEAST
 JE1870'OF BLUE SPRINGS, 4 MILES NORTH OF LEES SUMMIT AND ON THE WEST
 JE1870'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 470, AT A POINT WHERE A POWERLINE
 JE1870'CROSSES OVER THE HIGHWAY.
 JE1870'
 JE1870'TO REACH THE STATION FROM THE INTERCHANGE OF COLBERN ROAD AND
 JE1870'INTERSTATE HIGHWAY 470 AT LEES SUMMIT, GO NORTH ON THE INTERSTATE
 JE1870'HIGHWAY FOR 1 MILE TO THE STATION ON THE WEST RIGHT-OF-WAY ABOUT 50
 JE1870'YARDS NORTH OF WHERE THE POWERLINE CROSSES OVER THE HIGHWAY.
 JE1870'
 JE1870'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 JE1870'INTERSTATE HIGHWAY FOR 0.65 MILE TO THE MARK ON THE EAST RIGHT-OF-WAY
 JE1870'OF THE HIGHWAY AND ON THE SOUTHERN SLOPE OF THE FIRST HILL NORTH
 JE1870'OF THE STATION.
 JE1870'
 JE1870'STATION MARKS ARE STANDARD DISKS, STAMPED---BRAUN 3 1979---.  THE
 JE1870'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 JE1870'5 INCHES.  UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 JE1870'42 INCHES BELOW THE GROUND SURFACE.  THE MARKS ARE 149.5 FEET NORTH
 JE1870'OF A GUYED POWERLINE POLE, 95.0 FEET SOUTH OF A POWERLINE POLE, 2.0
 JE1870'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AND 2.0 FEET SOUTH OF A
 JE1870'WITNESS POST.
 JE1870'
 JE1870'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---BRAUN 3 NO 5 1979---
 JE1870'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 JE1870'57.0 FEET SOUTH-SOUTHEAST OF THE POWERLINE POLE, 1.3 FEET EAST OF THE
 JE1870'FENCE, 1.0 FOOT SOUTH OF A WITNESS POST AND ABOUT THE SAME ELEVATION
 JE1870'AS THE STATION.
 JE1870'
 JE1870'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED---BRAUN 3 NO 6 1979---
 JE1870'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 JE1870'IS 112.5 FEET NORTH OF THE GUYED POWERLINE POLE, 1.7 FEET EAST OF
 JE1870'THE FENCE, 1.0 FEET NORTH OF A WITNESS POST AND IS ABOUT THE SAME
 JE1870'ELEVATION AS THE STATION.
 JE1870'
 JE1870'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BRAUN 3 1979---SET IN
 JE1870'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 2.0
 JE1870'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND 1.5 FEET NORTH OF A
 JE1870'WITNESS POST.
 JE1870'
 JE1870'THE UNDERGROUND MARKS FOR BRAUN AND BRAUN 2 WERE LEFT IN PLACE
 JE1870'BUT, IN ALL PROBABILITY, WILL BE DESTROYED DURING THE HIGHWAY
 JE1870'CONSTRUCTION.
 JE1870
 JE1870                          STATION RECOVERY (1995)
 JE1870
 JE1870'RECOVERY NOTE BY US POWER SQUADRON 1995
 JE1870'RECOVERED IN GOOD CONDITION.
 JE1870
 JE1870                          STATION RECOVERY (2001)
 JE1870
 JE1870'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE1870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1300 ***********************************************************************
 KD1300  DESIGNATION -  BRAYMER
 KD1300  PID         -  KD1300
 KD1300  STATE/COUNTY-  MO/CALDWELL
 KD1300  USGS QUAD   -  BRAYMER (1984)
 KD1300
 KD1300                         *CURRENT SURVEY CONTROL
 KD1300  ___________________________________________________________________
 KD1300* NAD 83(1997)-  39 36 06.06154(N)    093 49 58.91565(W)     ADJUSTED  
 KD1300* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 KD1300  ___________________________________________________________________
 KD1300  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 KD1300  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KD1300
 KD1300  HORZ ORDER  -  SECOND
 KD1300
 KD1300.The horizontal coordinates were established by classical geodetic methods
 KD1300.and adjusted by the National Geodetic Survey in February 2000..
 KD1300
 KD1300.The orthometric height was scaled from a topographic map.
 KD1300
 KD1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1300
 KD1300.The geoid height was determined by GEOID03.
 KD1300
 KD1300;                    North         East     Units Scale Factor Converg.
 KD1300;SPC MO W     -   381,457.664   907,281.380   MT  0.99998156   +0 25 30.6
 KD1300;SPC MO C     -   419,075.048   385,514.276   MT  1.00009465   -0 50 59.4
 KD1300;UTM  15      - 4,383,880.966   428,480.718   MT  0.99966297   -0 31 51.7
 KD1300
 KD1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1300!SPC MO W     -   0.99996072  x   0.99998156  =   0.99994228
 KD1300!SPC MO C     -   0.99996072  x   1.00009465  =   1.00005537
 KD1300!UTM  15      -   0.99996072  x   0.99966297  =   0.99962371
 KD1300
 KD1300|---------------------------------------------------------------------|
 KD1300| PID    Reference Object                     Distance      Geod. Az  |
 KD1300|                                                           dddmmss.s |
 KD1300| CL8948 BRAYMER RM 1                         33.769 METERS 06813     |
 KD1300| CL8947 BRAYMER AZ MK                                      1384456.9 |
 KD1300| CL8949 BRAYMER RM 2                         32.010 METERS 20318     |
 KD1300|---------------------------------------------------------------------|
 KD1300
 KD1300                          SUPERSEDED SURVEY CONTROL
 KD1300
 KD1300  NAD 83(1997)-  39 36 06.06279(N)    093 49 58.91768(W) AD(       ) 2
 KD1300  NAD 83(1997)-  39 36 06.06318(N)    093 49 58.91818(W) AD(       ) 2
 KD1300  NAD 83(1986)-  39 36 06.06589(N)    093 49 58.91655(W) AD(       ) 2
 KD1300  NAD 27      -  39 36 06.01980(N)    093 49 58.14650(W) AD(       ) 2
 KD1300
 KD1300.Superseded values are not recommended for survey control.
 KD1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1300.See file dsdata.txt to determine how the superseded data were derived.
 KD1300
 KD1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2848183881(NAD 83)
 KD1300_MARKER: DS = TRIANGULATION STATION DISK
 KD1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1300
 KD1300  HISTORY     - Date     Condition        Report By
 KD1300  HISTORY     - 1948     MONUMENTED       CGS
 KD1300  HISTORY     - 1964     GOOD             CGS
 KD1300  HISTORY     - 1982     MARK NOT FOUND   USPSQD
 KD1300
 KD1300                          STATION DESCRIPTION
 KD1300
 KD1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1300'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF A PASTURE
 KD1300'ABOUT 2.0 MILES WEST AND 1.0 MILE NORTH OF BRAYMER.  IT IS 63
 KD1300'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 56 FEET SOUTHEAST
 KD1300'OF THE CENTER OF A BOARD GATE, 49 FEET SOUTH OF AN EAST-WEST
 KD1300'HEDGE AND WIRE FENCE, AND 38 FEET EAST OF A WIRE FENCE.  IT
 KD1300'IS SET FLUSH WITH THE GROUND AND IS STAMPED BRAYMER 1948.
 KD1300'
 KD1300'REFERENCE MARK NO. 1 IS 139 FEET EAST OF THE CENTER OF A
 KD1300'BOARD GATE AND 7.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KD1300'HEDGE AND WIRE FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 KD1300'BRAYMER NO 1 1948.
 KD1300'
 KD1300'REFERENCE MARK NO. 2 IS 23 FEET EAST OF THE CENTER OF A
 KD1300'GRAVELED ROAD AND 1.0 FOOT WEST OF A WIRE FENCE.  IT PROJECTS
 KD1300'7 INCHES AND IS STAMPED BRAYMER NO 2 1948.
 KD1300'
 KD1300'AZIMUTH MARK IS 0.25 MILE EAST OF A CROSSROAD, ABOUT 100
 KD1300'FEET SOUTH OF A LARGE BARN, 23 FEET NORTH OF THE CENTER
 KD1300'OF A GRAVELED ROAD, 1.5 FEET WEST OF A TELEPHONE POLE, 1.5
 KD1300'FEET EAST OF A WITNESS POST, AND 1.0 FOOT SOUTH OF A WIRE
 KD1300'FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED BRAYMER 1948.
 KD1300'
 KD1300'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN
 KD1300'OF BRAYMER, GO NORTH ON MAIN STREET FOR 0.7 MILE TO 9TH.
 KD1300'STREET, TURN LEFT AND GO WEST FOR 2.1 MILES TO A CROSSROAD,
 KD1300'TURN RIGHT AND GO NORTH FOR 0.25 MILE TO A BOARD GATE ON
 KD1300'THE RIGHT AND THE STATION AS DESCRIBED.
 KD1300'
 KD1300'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 KD1300'0.25 MILE TO A CROSSROAD, TURN LEFT AND GO EAST FOR 0.25 MILE
 KD1300'TO THE MARK ON THE LEFT.
 KD1300'
 KD1300'AN 87 FOOT SIGNAL AT KINGSTON IS VISIBLE AT 10 FEET.
 KD1300'
 KD1300'AN 87 FOOT SIGNAL AT NETTLETON IS VISIBLE AT 45 FEET.
 KD1300'
 KD1300'A 74 FOOT SIGNAL AT BRECKENRIDGE IS VISIBLE AT 45 FEET.
 KD1300'
 KD1300'A 110 FOOT SIGNAL AT MOORESVILLE IS VISIBLE AT 45 FEET.
 KD1300'
 KD1300'A 4 FOOT SIGNAL AT LUDLOW IS VISIBLE AT 45 FEET.
 KD1300'
 KD1300'AN 87 FOOT SIGNAL AT MOUND IS VISIBLE AT 45 FEET.
 KD1300'
 KD1300'AN 87 FOOT SIGNAL AT MANDEVILLE IS VISIBLE AT 45 FEET.
 KD1300'
 KD1300'A 74 FOOT SIGNAL AT TINNEY IS VISIBLE AT 10 FEET.
 KD1300'
 KD1300'A 110 FOOT SIGNAL AT MILLVILLE IS VISIBLE AT 30 FEET.
 KD1300'
 KD1300'A 110 FOOT SIGNAL AT POLO IS VISIBLE AT 30 FEET.
 KD1300'
 KD1300'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1300
 KD1300                          STATION RECOVERY (1964)
 KD1300
 KD1300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KD1300'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1300'FOUND IN GOOD CONDITION.  THE 1948 DESCRIPTION IS ADEQUATE.
 KD1300'A NEW STEEL WITNESS POST WAS PLACED 1 FOOT EAST OF REFERENCE
 KD1300'MARK NO. 2.
 KD1300'
 KD1300'THE AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF THE STATION, 106
 KD1300'FEET WEST OF THE WEST GATE POST FOR DRIVEWAY TO MR. LOOMIS
 KD1300'SWINDLERS FARMHOUSE, ABOUT 100 FEET SOUTH OF A LARGE WHITE
 KD1300'BARN, 23 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 5 FEET
 KD1300'WEST OF A T-FENCE INTERSECTION, 4 FEET WEST-NORTHWEST OF A
 KD1300'TELEPHONE POLE, AND 1 FOOT SOUTH OF A FENCE AND A NEW STEEL
 KD1300'WITNESS POST WITH SIGN.  THE MARK PROJECTS 4 INCHES AND THE
 KD1300'DISK IS STAMPED BRAYMER 1948.  NOTE 16A.
 KD1300
 KD1300                          STATION RECOVERY (1982)
 KD1300
 KD1300'RECOVERY NOTE BY US POWER SQUADRON 1982 (RRB)
 KD1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1307 ***********************************************************************
 KD1307  DESIGNATION -  BRECKENRIDGE
 KD1307  PID         -  KD1307
 KD1307  STATE/COUNTY-  MO/CALDWELL
 KD1307  USGS QUAD   -  BRECKENRIDGE (1984)
 KD1307
 KD1307                         *CURRENT SURVEY CONTROL
 KD1307  ___________________________________________________________________
 KD1307* NAD 83(1997)-  39 45 24.73972(N)    093 47 49.31428(W)     ADJUSTED  
 KD1307* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 KD1307  ___________________________________________________________________
 KD1307  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 KD1307  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD1307
 KD1307  HORZ ORDER  -  THIRD
 KD1307
 KD1307.The horizontal coordinates were established by classical geodetic methods
 KD1307.and adjusted by the National Geodetic Survey in February 2000..
 KD1307
 KD1307.The orthometric height was scaled from a topographic map.
 KD1307
 KD1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1307
 KD1307.The geoid height was determined by GEOID03.
 KD1307
 KD1307;                    North         East     Units Scale Factor Converg.
 KD1307;SPC MO W     -   398,710.786   910,238.261   MT  0.99998583   +0 26 58.5
 KD1307;SPC MO C     -   436,259.810   388,855.304   MT  1.00008537   -0 49 46.5
 KD1307;UTM  15      - 4,401,076.686   431,724.530   MT  0.99965739   -0 30 35.1
 KD1307
 KD1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1307!SPC MO W     -   0.99996088  x   0.99998583  =   0.99994671
 KD1307!SPC MO C     -   0.99996088  x   1.00008537  =   1.00004624
 KD1307!UTM  15      -   0.99996088  x   0.99965739  =   0.99961828
 KD1307
 KD1307|---------------------------------------------------------------------|
 KD1307| PID    Reference Object                     Distance      Geod. Az  |
 KD1307|                                                           dddmmss.s |
 KD1307| CL8951 BRECKENRIDGE RM 1                    23.174 METERS 05001     |
 KD1307| CL8950 BRECKENRIDGE AZ MK                                 2690717.0 |
 KD1307| CL8952 BRECKENRIDGE RM 2                    27.045 METERS 30527     |
 KD1307| CL8953 BRECKENRIDGE RM 3                    27.261 METERS 30606     |
 KD1307|---------------------------------------------------------------------|
 KD1307
 KD1307                          SUPERSEDED SURVEY CONTROL
 KD1307
 KD1307  NAD 83(1997)-  39 45 24.74042(N)    093 47 49.31643(W) AD(       ) 3
 KD1307  NAD 83(1997)-  39 45 24.74131(N)    093 47 49.31726(W) AD(       ) 3
 KD1307  NAD 83(1986)-  39 45 24.74343(N)    093 47 49.31550(W) AD(       ) 3
 KD1307  NAD 27      -  39 45 24.70500(N)    093 47 48.53440(W) AD(       ) 3
 KD1307
 KD1307.Superseded values are not recommended for survey control.
 KD1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1307.See file dsdata.txt to determine how the superseded data were derived.
 KD1307
 KD1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE3172501077(NAD 83)
 KD1307_MARKER: DS = TRIANGULATION STATION DISK
 KD1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1307
 KD1307  HISTORY     - Date     Condition        Report By
 KD1307  HISTORY     - 1948     MONUMENTED       CGS
 KD1307  HISTORY     - 1965     GOOD             CGS
 KD1307  HISTORY     - 1971     GOOD             MSHD
 KD1307
 KD1307                          STATION DESCRIPTION
 KD1307
 KD1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1307'STATION IS LOCATED AT THE SOUTHEAST EDGE OF BRECKENRIDGE ON
 KD1307'LAND OWNED BY MR. VIRGIL COLVIN.  IT IS IN THE NORTHEAST ANGLE OF
 KD1307'AN INTERSECTION FORMED BY U.S. HIGHWAY 36 AND A T-ROAD LEADING
 KD1307'NORTH, 63 FEET NORTH OF U.S. 36 AND 94 FEET EAST OF THE
 KD1307'NORTH-SOUTH ROAD.  IT IS STAMPED BRECKENRIDGE 1948 AND IS FLUSH
 KD1307'WITH THE GROUND.
 KD1307'
 KD1307'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE LOT, 1 FOOT
 KD1307'SOUTH OF THE EAST-WEST FENCE AND 59 FEET WEST-NORTHWEST OF
 KD1307'THE NORTHWEST CORNER OF A SERVICE STATION.  IT IS STAMPED
 KD1307'BRECKENRIDGE NO 1 1948 AND IS FLUSH WITH THE GROUND.
 KD1307'
 KD1307'REFERENCE MARK NO. 2 IS AT THE NORTHWEST CORNER OF THE LOT,
 KD1307'3 FEET EAST-SOUTHEAST OF A FENCE CORNER AND TELEPHONE POLE
 KD1307'AND 24 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD.  IT
 KD1307'IS STAMPED BRECKENRIDGE NO 2 1948 AND IS FLUSH WITH THE
 KD1307'GROUND.
 KD1307'
 KD1307'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 28.5 FEET SOUTH OF
 KD1307'THE CENTER OF U.S. HIGHWAY 36, 2 FEET NORTH OF THE FENCE
 KD1307'LINE, 2 FEET EAST OF A WITNESS POST, 75 FEET EAST OF A BOARD
 KD1307'GATE AND IS ACROSS THE HIGHWAY SOUTH-SOUTHEAST OF THE
 KD1307'SCHOOLHOUSE.  IT IS STAMPED BRECKENRIDGE 1948 AND PROJECTS
 KD1307'4 INCHES.
 KD1307'
 KD1307'TO REACH THE STATION FROM THE MAIN INTERSECTION IN BRECKENRIDGE,
 KD1307'GO SOUTH FOR 0.35 MILE TO U.S. HIGHWAY 36, TURN LEFT, EAST,
 KD1307'ON U.S. 36 FOR 0.35 MILE TO A T-ROAD NORTH AND THE STATION
 KD1307'IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 KD1307'
 KD1307'FROM THE STATION SITE, GO WEST ON U.S. 36 FOR 0.5 MILE TO
 KD1307'THE AZIMUTH MARK ON THE LEFT.
 KD1307'
 KD1307'A 100 FOOT SIGNAL AT BRAYMER IS VISIBLE FROM THE GROUND.
 KD1307'
 KD1307'AN 87 FOOT SIGNAL AT NETTLETON IS VISIBLE FROM THE GROUND.
 KD1307'
 KD1307'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1307
 KD1307                          STATION RECOVERY (1965)
 KD1307
 KD1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KD1307'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 KD1307'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KD1307'REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  THE DIRECTION TO
 KD1307'REFERENCE MARK NO. 1 WAS VERIFIED, BUT THE DISTANCE FAILED TO
 KD1307'CHECK BY 0.10 FEET.
 KD1307'
 KD1307'REFERENCE MARK NO. 3 WAS SET.
 KD1307'
 KD1307'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK NO. 3.
 KD1307'
 KD1307'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BRECKENRIDGE
 KD1307'NO 3 1948, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 KD1307'2 INCHES.  IT IS 100 FEET NORTH OF OLD U.S. HIGHWAY 36, 24
 KD1307'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 2 FEET EAST OF
 KD1307'A CORNER FENCE POST, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 KD1307'
 KD1307'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 KD1307
 KD1307                          STATION RECOVERY (1971)
 KD1307
 KD1307'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 (NP)
 KD1307'STATION MARK BRECKENRIDGE RECOVERED GOOD.
 KD1307'
 KD1307'AZIMUTH MARK RECOVERED GOOD.
 KD1307'
 KD1307'REFERENCE MARKS NOT LOCATED.
 KD1307'
 KD1307'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT SOUTHEAST EDGE
 KD1307'OF BRECKENRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1068 ***********************************************************************
 GE1068  DESIGNATION -  BREEZE
 GE1068  PID         -  GE1068
 GE1068  STATE/COUNTY-  MO/BUTLER
 GE1068  USGS QUAD   -  WILLIAMSVILLE (1980)
 GE1068
 GE1068                         *CURRENT SURVEY CONTROL
 GE1068  ___________________________________________________________________
 GE1068* NAD 83(1997)-  36 53 00.99805(N)    090 37 28.79820(W)     ADJUSTED  
 GE1068* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 GE1068  ___________________________________________________________________
 GE1068  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GE1068  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GE1068
 GE1068  HORZ ORDER  -  SECOND
 GE1068
 GE1068.The horizontal coordinates were established by classical geodetic methods
 GE1068.and adjusted by the National Geodetic Survey in February 2000..
 GE1068
 GE1068.The orthometric height was scaled from a topographic map.
 GE1068
 GE1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1068
 GE1068.The geoid height was determined by GEOID03.
 GE1068
 GE1068;                    North         East     Units Scale Factor Converg.
 GE1068;SPC MO E     -   116,544.203   238,887.104   MT  0.99993485   -0 04 29.4
 GE1068;UTM  15      - 4,084,595.540   711,686.668   MT  1.00015208   +1 25 34.3
 GE1068
 GE1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1068!SPC MO E     -   0.99996994  x   0.99993485  =   0.99990479
 GE1068!UTM  15      -   0.99996994  x   1.00015208  =   1.00012202
 GE1068
 GE1068|---------------------------------------------------------------------|
 GE1068| PID    Reference Object                     Distance      Geod. Az  |
 GE1068|                                                           dddmmss.s |
 GE1068| CI3074 BREEZE RM 1                          26.531 METERS 13128     |
 GE1068| GE1064 T26N R4E SECS 21 22 27 28           152.094 METERS 19204     |
 GE1068| GE1067 BREEZE LOOKOUT TOWER                 15.000 METERS 22650     |
 GE1068| CI3075 BREEZE RM 2                          24.323 METERS 24247     |
 GE1068| GE1073 HIGHWAY 60 LOOKOUT TOWER            APPROX. 5.1 KM 2452735.7 |
 GE1068| GE1078 TEN MILE                            APPROX. 9.4 KM 2751141.9 |
 GE1068|---------------------------------------------------------------------|
 GE1068
 GE1068                          SUPERSEDED SURVEY CONTROL
 GE1068
 GE1068  NAD 83(1997)-  36 53 01.00468(N)    090 37 28.79965(W) AD(       ) 2
 GE1068  NAD 83(1997)-  36 53 01.00649(N)    090 37 28.79936(W) AD(       ) 2
 GE1068  NAD 83(1986)-  36 53 01.00832(N)    090 37 28.79832(W) AD(       ) 2
 GE1068  NAD 27      -  36 53 00.81700(N)    090 37 28.37200(W) AD(       ) 2
 GE1068
 GE1068.Superseded values are not recommended for survey control.
 GE1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1068.See file dsdata.txt to determine how the superseded data were derived.
 GE1068
 GE1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1168784596(NAD 83)
 GE1068_MARKER: DS = TRIANGULATION STATION DISK
 GE1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1068+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 GE1068
 GE1068  HISTORY     - Date     Condition        Report By
 GE1068  HISTORY     - 1963     MONUMENTED       CGS
 GE1068  HISTORY     - 20031210 GOOD             MODNR
 GE1068
 GE1068                          STATION DESCRIPTION
 GE1068
 GE1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE1068'THE STATION IS ABOUT 12-1/2 MILES WEST AND 9 MILES NORTH
 GE1068'OF POPLAR BLUFF, ABOUT 6 MILES SOUTH AND 4-1/4 MILES WEST
 GE1068'OF WILLIAMSVILLE, IN THE SOUTHEAST 1/4 OF SEC. 21, T. 26
 GE1068'N., R. 4 E., AND ON LAND OWNED BY THE STATE.  IT IS 70 FEET
 GE1068'NORTH OF A TELEPHONE POLE, 36 FEET NORTHEAST OF THE NORTHEAST
 GE1068'LEG OF THE LOOKOUT TOWER, 36 FEET WEST OF THE SOUTHWEST
 GE1068'CORNER OF A SMALL BUILDING AND 28 FEET EAST OF A 12 INCH
 GE1068'OAK TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 GE1068'STAMPED BREEZE 1962.
 GE1068'
 GE1068'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 67 ABOUT
 GE1068'8 MILES NORTH OF POPLAR BLUFF, GO WEST ON HIGHWAY 60 FOR 5.0
 GE1068'MILES TO A SIDE ROAD LEFT (COUNTY ROAD PP).  CONTINUE WEST
 GE1068'ON HIGHWAY 60 FOR 2.0 MILES TO A SIDE ROAD RIGHT.  TURN
 GE1068'RIGHT, PASSING ON THE EAST SIDE OF A SERVICE STATION AND
 GE1068'ON THE WEST SIDE OF A CHURCH, AND GO NORTHWEST ON A PAVED
 GE1068'ROAD FOR 1.5 MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTHWEST
 GE1068'ON THE PAVED ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT AND A
 GE1068'SIGN BREEZE L O 1 MI.  TURN RIGHT AND GO NORTH ON A GRAVELED
 GE1068'ROAD FOR 0.15 MILE TO SEC. COR. 21-22-27-28 T 26 N R 4 E
 GE1068'(MO. L.S.) MARK ON THE RIGHT.  CONTINUE NORTH ON THE
 GE1068'GRAVELED ROAD FOR 0.1 MILE TO THE LOOKOUT TOWER AND THE
 GE1068'STATION.
 GE1068'
 GE1068'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BREEZE NO 1
 GE1068'1962 CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK.  IT
 GE1068'IS 45 FEET EAST OF THE TELEPHONE POLE AND 12 FEET SOUTH
 GE1068'OF A 12 INCH OAK TREE.
 GE1068'
 GE1068'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BREEZE NO 2 1962
 GE1068'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK.  IT IS
 GE1068'38 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION,
 GE1068'35 FEET NORTH OF A 10 INCH HICKORY TREE AND 28 FEET SOUTHWEST
 GE1068'OF THE NORTHWEST CORNER OF THE LOOKOUT TOWER.
 GE1068'
 GE1068'SEC. COR. 21-22-27-28 T 26 N R 4 E (MO. L.S.) IS A COPPER
 GE1068'DISK STAMPED T 26 N R 4 E S 21 S 22 S 28 S 27 1960 MO. L.S.
 GE1068'- 62 CEMENTED IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE
 GE1068'POST THAT PROJECTS 18 INCHES.  IT IS 44 FEET EAST OF THE
 GE1068'CENTERLINE OF THE GRAVELED ROAD, 20 FEET NORTHEAST OF A
 GE1068'TWIN TRUNKED OAK TREE AND 11 FEET NORTH OF A LARGE BOULDER.
 GE1068'
 GE1068'NOTE- THE STATION WAS BUILT IN 1962 BUT WAS NOT OCCUPIED
 GE1068'UNTIL 1963.
 GE1068'
 GE1068'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE1068
 GE1068                          STATION RECOVERY (2003)
 GE1068
 GE1068'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 GE1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1067 ***********************************************************************
 GE1067  DESIGNATION -  BREEZE LOOKOUT TOWER
 GE1067  PID         -  GE1067
 GE1067  STATE/COUNTY-  MO/BUTLER
 GE1067  USGS QUAD   -  WILLIAMSVILLE (1980)
 GE1067
 GE1067                         *CURRENT SURVEY CONTROL
 GE1067  ___________________________________________________________________
 GE1067* NAD 83(1997)-  36 53 00.66516(N)    090 37 29.24001(W)     ADJUSTED  
 GE1067* NAVD 88     -                                                        
 GE1067  ___________________________________________________________________
 GE1067  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GE1067  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GE1067
 GE1067  HORZ ORDER  -  THIRD
 GE1067
 GE1067.The horizontal coordinates were established by classical geodetic methods
 GE1067.and adjusted by the National Geodetic Survey in February 2000..
 GE1067
 GE1067
 GE1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1067
 GE1067.The geoid height was determined by GEOID03.
 GE1067
 GE1067;                    North         East     Units Scale Factor Converg.
 GE1067;SPC MO E     -   116,533.956   238,876.151   MT  0.99993486   -0 04 29.6
 GE1067;UTM  15      - 4,084,585.008   711,675.984   MT  1.00015202   +1 25 34.0
 GE1067
 GE1067                          SUPERSEDED SURVEY CONTROL
 GE1067
 GE1067  NAD 83(1997)-  36 53 00.67179(N)    090 37 29.24146(W) AD(       ) 4
 GE1067  NAD 83(1997)-  36 53 00.67360(N)    090 37 29.24117(W) AD(       ) 4
 GE1067  NAD 83(1986)-  36 53 00.67543(N)    090 37 29.24013(W) AD(       ) 4
 GE1067  NAD 27      -  36 53 00.48400(N)    090 37 28.81400(W) AD(       ) 3
 GE1067
 GE1067.Superseded values are not recommended for survey control.
 GE1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1067.See file dsdata.txt to determine how the superseded data were derived.
 GE1067
 GE1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1167684585(NAD 83)
 GE1067_MARKER: 57 = LOOKOUT TOWER
 GE1067
 GE1067  HISTORY     - Date     Condition        Report By
 GE1067  HISTORY     - 1963     FIRST OBSERVED   CGS
 GE1067
 GE1067                          STATION DESCRIPTION
 GE1067
 GE1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE1067'THE STATION IS THE CENTER OF BASE OF THE LOOKOUT TOWER LOCATED
 GE1067'ABOUT 12-1/2 MILES WEST AND 9 MILES NORTH OF POPLAR BLUFF,
 GE1067'ABOUT 6 MILES SOUTH AND 4-1/4 MILES WEST OF WILLIAMSVILLE,
 GE1067'IN THE SOUTHEAST 1/4 OF SEC. 21, T. 26 N., R. 4 E., AND
 GE1067'ON LAND OWNED BY THE STATE.  IT IS A FOUR LEGGED STEEL STRUCTURE
 GE1067'WITH A METAL OBSERVATION ROOM AT THE TOP.  THE OVERALL HEIGHT
 GE1067'IS 90 FEET.
 GE1067'
 GE1067'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 67 ABOUT
 GE1067'8 MILES NORTH OF POPLAR BLUFF, GO WEST ON HIGHWAY 60 FOR
 GE1067'2.0 MILES TO A SIDE ROAD LEFT (COUNTY ROAD PP).  CONTINUE
 GE1067'WEST ON HIGHWAY 60 FOR 2.0 MILES TO A SIDE ROAD RIGHT.  TURN
 GE1067'RIGHT, PASSING ON THE EAST SIDE OF A SERVICE STATION AND
 GE1067'ON THE WEST SIDE OF A CHURCH, AND GO NORTHWEST ON A PAVED
 GE1067'ROAD FOR 1.5 MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTHWEST
 GE1067'ON THE PAVED ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT AND A SIGN
 GE1067'BREEZE L O 1 MI.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD
 GE1067'FOR 0.25 MILE TO THE STATION.
 GE1067'
 GE1067'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GE1067'BREEZE, THE DISTANCE BEING 49.2 FEET AND 15.000 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1061 ***********************************************************************
 HC1061  DESIGNATION -  BRENTON
 HC1061  PID         -  HC1061
 HC1061  STATE/COUNTY-  MO/WASHINGTON
 HC1061  USGS QUAD   -  POTOSI (1982)
 HC1061
 HC1061                         *CURRENT SURVEY CONTROL
 HC1061  ___________________________________________________________________
 HC1061* NAD 83(1997)-  37 56 43.80217(N)    090 45 59.25239(W)     ADJUSTED  
 HC1061* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 HC1061  ___________________________________________________________________
 HC1061  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 HC1061  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HC1061
 HC1061  HORZ ORDER  -  THIRD
 HC1061
 HC1061.The horizontal coordinates were established by classical geodetic methods
 HC1061.and adjusted by the National Geodetic Survey in February 2000..
 HC1061
 HC1061.The orthometric height was scaled from a topographic map.
 HC1061
 HC1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1061
 HC1061.The geoid height was determined by GEOID03.
 HC1061
 HC1061;                    North         East     Units Scale Factor Converg.
 HC1061;SPC MO E     -   234,416.905   226,580.482   MT  0.99994009   -0 09 49.9
 HC1061;UTM  15      - 4,202,121.118   696,256.205   MT  1.00007441   +1 22 25.9
 HC1061
 HC1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1061!SPC MO E     -   0.99994910  x   0.99994009  =   0.99988919
 HC1061!UTM  15      -   0.99994910  x   1.00007441  =   1.00002351
 HC1061
 HC1061:                Primary Azimuth Mark                     Grid Az
 HC1061:SPC MO E     -  BRENTON AZ MK                            007 15 13.4
 HC1061:UTM  15      -  BRENTON AZ MK                            005 42 57.6
 HC1061
 HC1061|---------------------------------------------------------------------|
 HC1061| PID    Reference Object                     Distance      Geod. Az  |
 HC1061|                                                           dddmmss.s |
 HC1061| CI3080 BRENTON AZ MK                                      0070523.5 |
 HC1061| HC1060 BRENTON 2                            41.498 METERS 06553     |
 HC1061| CI3081 BRENTON RM 1                          6.647 METERS 07037     |
 HC1061| CI3082 BRENTON RM 2                         17.968 METERS 16153     |
 HC1061|---------------------------------------------------------------------|
 HC1061
 HC1061                          SUPERSEDED SURVEY CONTROL
 HC1061
 HC1061  NAD 83(1986)-  37 56 43.81706(N)    090 45 59.25020(W) AD(       ) 3
 HC1061  NAD 27      -  37 56 43.63900(N)    090 45 58.77800(W) AD(       ) 3
 HC1061
 HC1061.Superseded values are not recommended for survey control.
 HC1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1061.See file dsdata.txt to determine how the superseded data were derived.
 HC1061
 HC1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9625602121(NAD 83)
 HC1061_MARKER: DS = TRIANGULATION STATION DISK
 HC1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1061
 HC1061  HISTORY     - Date     Condition        Report By
 HC1061  HISTORY     - 1956     MONUMENTED       CGS
 HC1061  HISTORY     - 1958     GOOD             CGS
 HC1061  HISTORY     - 1976     POOR             LOCENG
 HC1061
 HC1061                          STATION DESCRIPTION
 HC1061
 HC1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1061'THE STATION IS LOCATED AIRLINE, ABOUT 5 MILES SOUTH OF OLD MINES
 HC1061'AND ABOUT 1 MILE NORTHEAST OF POTOSI ALONG THE EAST SIDE OF
 HC1061'STATE HIGHWAY 21 AND JUST NORTH OF COUNTY ROUTE E.
 HC1061'
 HC1061'THE STATION IS A STANDARD DISK STAMPED BRENTON 1956 SET IN
 HC1061'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 HC1061'4 INCHES ABOVE THE GROUND.  IT IS 28 FEET NORTH OF THE CENTER
 HC1061'LINE OF COUNTY ROUTE E, ABOUT 200 FEET EAST-NORTHEAST OF THE
 HC1061'CENTER LINE OF THE JUNCTION OF STATE HIGHWAY 21 AND COUNTY
 HC1061'ROUTE E AND 7 FEET WEST OF A WHITE WITNESS POST.
 HC1061'
 HC1061'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BRENTON
 HC1061'NO 1 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HC1061'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HC1061'THE SAME ELEVATION AS THE STATION.  IT IS 30 FEET NORTH OF THE
 HC1061'CENTER LINE OF COUNTY ROUTE E AND 1 FOOT WEST OF A TELEPHONE
 HC1061'POLE.
 HC1061'
 HC1061'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BENTON
 HC1061'NO 2 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HC1061'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HC1061'18 INCHES LOWER THAN THE STATION.  IT IS 30 FEET SOUTH OF THE
 HC1061'CENTER LINE OF COUNTY ROUTE E.
 HC1061'
 HC1061'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRENTON 1956 SET
 HC1061'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HC1061'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 30 FEET WEST OF THE
 HC1061'CENTER LINE OF STATE HIGHWAY 21 AND 24 FEET NORTHWEST OF A
 HC1061'TELEPHONE POLE.
 HC1061'
 HC1061'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 HC1061'HIGHWAY 21 FOR 0.25 MILE TO A TELEPHONE POLE ON THE LEFT, WEST
 HC1061'SIDE AND THE AZIMUTH MARK.
 HC1061'
 HC1061'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND JUNCTION OF
 HC1061'STATE HIGHWAYS 8 AND 21 IN POTOSI, GO NORTHEAST ON STATE
 HC1061'HIGHWAY 21 FOR 1.35 MILES TO THE JUNCTION WITH COUNTY ROUTE
 HC1061'E, A WHITE WITNESS POST AND THE STATION.
 HC1061
 HC1061                          STATION RECOVERY (1958)
 HC1061
 HC1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 HC1061'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HC1061'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE
 HC1061'HIGHWAY 21 WILL DESTROY THE STATION AND BOTH REFERENCE MARKS.
 HC1061'THEY WERE MOVED.  FOR DETAILS, SEE THE DESCRIPTION OF BRENTON
 HC1061'2.
 HC1061
 HC1061                          STATION RECOVERY (1976)
 HC1061
 HC1061'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (FAR)
 HC1061'BRENTON 1956 DISTURBED BY HEAVY ROAD EQUIPMENT.
 HC1061'
 HC1061'AZIMUTH MARK NEEDS REPAIRING (DISTURBED).  NEED AZIMUTH MARK TO
 HC1061'BASE RE-PLATTING CONTROL FOR POTOSI, MO.
 HC1061'
 HC1061'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NW OF
 HC1061'POTOSI, MO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1060 ***********************************************************************
 HC1060  DESIGNATION -  BRENTON 2
 HC1060  PID         -  HC1060
 HC1060  STATE/COUNTY-  MO/WASHINGTON
 HC1060  USGS QUAD   -  POTOSI (1982)
 HC1060
 HC1060                         *CURRENT SURVEY CONTROL
 HC1060  ___________________________________________________________________
 HC1060* NAD 83(1997)-  37 56 44.35205(N)    090 45 57.70107(W)     ADJUSTED  
 HC1060* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 HC1060  ___________________________________________________________________
 HC1060  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 HC1060  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HC1060
 HC1060  HORZ ORDER  -  SECOND
 HC1060
 HC1060.The horizontal coordinates were established by classical geodetic methods
 HC1060.and adjusted by the National Geodetic Survey in February 2000..
 HC1060
 HC1060.The orthometric height was scaled from a topographic map.
 HC1060
 HC1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1060
 HC1060.The geoid height was determined by GEOID03.
 HC1060
 HC1060;                    North         East     Units Scale Factor Converg.
 HC1060;SPC MO E     -   234,433.750   226,618.405   MT  0.99994006   -0 09 48.9
 HC1060;UTM  15      - 4,202,138.976   696,293.667   MT  1.00007459   +1 22 26.9
 HC1060
 HC1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1060!SPC MO E     -   0.99994910  x   0.99994006  =   0.99988916
 HC1060!UTM  15      -   0.99994910  x   1.00007459  =   1.00002369
 HC1060
 HC1060:                Primary Azimuth Mark                     Grid Az
 HC1060:SPC MO E     -  BRENTON AZ MK                            000 56 48.0
 HC1060:UTM  15      -  BRENTON AZ MK                            359 24 32.2
 HC1060
 HC1060|---------------------------------------------------------------------|
 HC1060| PID    Reference Object                     Distance      Geod. Az  |
 HC1060|                                                           dddmmss.s |
 HC1060| CI3080 BRENTON AZ MK                                      0004659.1 |
 HC1060| HC1062 BRENTON 2 AZ MK 2                   430.040 METERS 0104043.6 |
 HC1060| CI3083 BRENTON 2 RM 3                       23.555 METERS 01226     |
 HC1060| CI3084 BRENTON 2 RM 4                       17.236 METERS 08506     |
 HC1060| HC1061 BRENTON                              41.498 METERS 24553     |
 HC1060|---------------------------------------------------------------------|
 HC1060
 HC1060                          SUPERSEDED SURVEY CONTROL
 HC1060
 HC1060  NAD 83(1986)-  37 56 44.36693(N)    090 45 57.69889(W) AD(       ) 2
 HC1060  NAD 27      -  37 56 44.18900(N)    090 45 57.22700(W) AD(       ) 2
 HC1060
 HC1060.Superseded values are not recommended for survey control.
 HC1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1060.See file dsdata.txt to determine how the superseded data were derived.
 HC1060
 HC1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9629402139(NAD 83)
 HC1060_MARKER: DD = SURVEY DISK
 HC1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1060
 HC1060  HISTORY     - Date     Condition        Report By
 HC1060  HISTORY     - 1958     MONUMENTED       CGS
 HC1060  HISTORY     - 1976     GOOD             NGS
 HC1060
 HC1060                          STATION DESCRIPTION
 HC1060
 HC1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 HC1060'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF OLD MINES AND
 HC1060'1 MILE NORTHEAST OF POTOSI AND ABOUT 450 FEET SOUTH OF WHERE
 HC1060'COUNTY ROAD E CROSSES NEW STATE HIGHWAY 21, 112 FEET EAST OF
 HC1060'THE CENTER OF NEW STATE HIGHWAY 21, 83 FEET NORTH-NORTHWEST OF
 HC1060'A TELEPHONE POLE, 38 FEET WEST OF THE NORTH POLE OF TWIN POWER
 HC1060'POLES, AND 24 FEET EAST OF THE TOP EDGE OF BACKSLOPE.  THE
 HC1060'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 HC1060'STAMPED BRENTON 2 1958.
 HC1060'
 HC1060'REFERENCE MARK NO. 3 IS 104 FEET EAST OF THE CENTER OF STATE
 HC1060'HIGHWAY 21 AND 20 FEET EAST OF THE TOP OF BACKSLOPE.  THE MARK
 HC1060'PROJECTS 6 INCHES AND THE DISK IS STAMPED BRENTON 2 NO 3 1958.
 HC1060'
 HC1060'REFERENCE MARK NO. 4 IS 20 FEET EAST OF THE NORTH POLE OF TWIN
 HC1060'POWER POLES AND 19 FEET EAST-NORTHEAST OF THE SOUTH POLE OF
 HC1060'TWIN POWER POLES.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 HC1060'STAMPED BRENTON 2 NO 4 1958.
 HC1060'
 HC1060'AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION AND ABOUT 200
 HC1060'FEET WEST OF THE CENTER OF NEW STATE HIGHWAY 21, 30 FEET WEST
 HC1060'OF THE CENTER OF OLD STATE HIGHWAY 21, AND 24 FEET NORTHWEST
 HC1060'OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 HC1060'IS STAMPED BRENTON 1956.
 HC1060'
 HC1060'TO REACH THE STATION FROM THE COURTHOUSE IN POTOSI, GO NORTH
 HC1060'AND NORTHEAST ON COUNTY ROAD E (OLD STATE HIGHWAY 21) FOR 1.4
 HC1060'MILES TO WHERE COUNTY ROAD E CROSSES NEW STATE HIGHWAY 21.  TURN
 HC1060'RIGHT ON NEW STATE HIGHWAY 21 AND GO SOUTH FOR 0.1 MILE TO
 HC1060'THE STATION ON THE LEFT.
 HC1060'
 HC1060'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 HC1060'HIGHWAY 21 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HC1060'
 HC1060'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HC1060
 HC1060                          STATION RECOVERY (1976)
 HC1060
 HC1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HC1060'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 HC1060'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 HC1060'FOUND CHIPPED, TILTED AND THE ARROW ON THE DISK WAS TURNED ABOUT
 HC1060'90 DEGREES OFF LINE TO THE STATION MARK.  THE DISTANCES TO THE
 HC1060'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1958 DISTANCES.  THE
 HC1060'ANGLE BETWEEN THE REFERENCE MARKS MISSED THE 1958 ANGLE 7
 HC1060'MINUTES AND 05 SECONDS.  A NEW AZIMUTH MARK WAS ESTABLISHED THIS
 HC1060'DATE AND A POLARIS OBSERVATION WAS OBSERVED.  THE 1958
 HC1060'DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE STATION WITH THE
 HC1060'ADDITIONAL NOTES LISTED BELOW.
 HC1060'
 HC1060'THE STATION MARK IS 24 FEET SOUTH-SOUTHWEST OF A POWER POLE.
 HC1060'
 HC1060'REFERENCE MARK 3 IS 53.5 FEET NORTH-NORTHEAST OF THE POWER POLE.
 HC1060'
 HC1060'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BRENTON 2 1958 AZ 2
 HC1060'1976, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS
 HC1060'FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET NORTH OF THE
 HC1060'CENTER OF A GRAVELED DRIVEWAY, 52 FEET WEST OF THE CENTER OF
 HC1060'STATE HIGHWAY 21, 25.5 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 HC1060'AND 2 FEET EAST OF A METAL WITNESS POST.
 HC1060'
 HC1060'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 HC1060'21 FOR 0.27 MILE TO A GRAVELED DRIVEWAY AND THE AZIMUTH MARK ON
 HC1060'THE LEFT.
 HC1060'
 HC1060'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 HC1060'NORTHEAST OF POTOSI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1062 ***********************************************************************
 HC1062  DESIGNATION -  BRENTON 2 AZ MK 2
 HC1062  PID         -  HC1062
 HC1062  STATE/COUNTY-  MO/WASHINGTON
 HC1062  USGS QUAD   -  POTOSI (1982)
 HC1062
 HC1062                         *CURRENT SURVEY CONTROL
 HC1062  ___________________________________________________________________
 HC1062* NAD 83(1997)-  37 56 58.05828(N)    090 45 54.43715(W)     ADJUSTED  
 HC1062* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 HC1062  ___________________________________________________________________
 HC1062  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HC1062  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HC1062
 HC1062  HORZ ORDER  -  THIRD
 HC1062
 HC1062.The horizontal coordinates were established by classical geodetic methods
 HC1062.and adjusted by the National Geodetic Survey in February 2000..
 HC1062.No horizontal observational check was made to the station.
 HC1062
 HC1062.The orthometric height was scaled from a topographic map.
 HC1062
 HC1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1062
 HC1062.The geoid height was determined by GEOID03.
 HC1062
 HC1062;                    North         East     Units Scale Factor Converg.
 HC1062;SPC MO E     -   234,856.087   226,699.293   MT  0.99994002   -0 09 46.9
 HC1062;UTM  15      - 4,202,563.390   696,363.202   MT  1.00007492   +1 22 29.3
 HC1062
 HC1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1062!SPC MO E     -   0.99995083  x   0.99994002  =   0.99989085
 HC1062!UTM  15      -   0.99995083  x   1.00007492  =   1.00002574
 HC1062
 HC1062                          SUPERSEDED SURVEY CONTROL
 HC1062
 HC1062  NAD 83(1986)-  37 56 58.07319(N)    090 45 54.43509(W) AD(       ) 3
 HC1062  NAD 27      -  37 56 57.89579(N)    090 45 53.96326(W) AD(       ) 3
 HC1062
 HC1062.Superseded values are not recommended for survey control.
 HC1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1062.See file dsdata.txt to determine how the superseded data were derived.
 HC1062
 HC1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9636302563(NAD 83)
 HC1062_MARKER: DZ = AZIMUTH MARK DISK
 HC1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC1062+STABILITY: SURFACE MOTION
 HC1062
 HC1062  HISTORY     - Date     Condition        Report By
 HC1062  HISTORY     - 1976     MONUMENTED       NGS
 HC1062
 HC1062                          STATION DESCRIPTION
 HC1062
 HC1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HC1062'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BRENTON 2 1958 AZ 2
 HC1062'1976, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS
 HC1062'FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET NORTH OF THE CENTER
 HC1062'OF A GRAVELED DRIVEWAY, 52 FEET WEST OF THE CENTER OF STATE
 HC1062'HIGHWAY 21, 25.5 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 2
 HC1062'FEET EAST OF A METAL WITNESS POST.
 HC1062'
 HC1062'TO REACH THE AZIMUTH MARK FROM THE STATION BRENTON 2, GO NORTH ON
 HC1062'HIGHWAY 21 FOR 0.27 MILE TO A GRAVELED DRIVEWAY AND THE AZIMUTH MARKON
 HC1062'THE LEFT.
 HC1062'
 HC1062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 HC1062'NORTHEAST OF POTOSI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0800 ***********************************************************************
 GE0800  DESIGNATION -  BRIAR
 GE0800  PID         -  GE0800
 GE0800  STATE/COUNTY-  MO/RIPLEY
 GE0800  USGS QUAD   -  BARDLEY (1965)
 GE0800
 GE0800                         *CURRENT SURVEY CONTROL
 GE0800  ___________________________________________________________________
 GE0800* NAD 83(1997)-  36 39 03.73465(N)    091 00 51.39541(W)     ADJUSTED  
 GE0800* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 GE0800  ___________________________________________________________________
 GE0800  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GE0800  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GE0800
 GE0800  HORZ ORDER  -  THIRD
 GE0800
 GE0800.The horizontal coordinates were established by classical geodetic methods
 GE0800.and adjusted by the National Geodetic Survey in February 2000..
 GE0800
 GE0800.The orthometric height was scaled from a topographic map.
 GE0800
 GE0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0800
 GE0800.The geoid height was determined by GEOID03.
 GE0800
 GE0800;                    North         East     Units Scale Factor Converg.
 GE0800;SPC MO E     -    90,852.447   204,017.933   MT  0.99995937   -0 18 25.2
 GE0800;UTM  15      - 4,057,998.434   677,496.300   MT  0.99998815   +1 11 08.4
 GE0800
 GE0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0800!SPC MO E     -   0.99996299  x   0.99995937  =   0.99992236
 GE0800!UTM  15      -   0.99996299  x   0.99998815  =   0.99995114
 GE0800
 GE0800:                Primary Azimuth Mark                     Grid Az
 GE0800:SPC MO E     -  BRIAR AZ MK                              020 27 43.8
 GE0800:UTM  15      -  BRIAR AZ MK                              018 58 10.2
 GE0800
 GE0800|---------------------------------------------------------------------|
 GE0800| PID    Reference Object                     Distance      Geod. Az  |
 GE0800|                                                           dddmmss.s |
 GE0800| CI1237 BRIAR AZ MK                                        0200918.6 |
 GE0800| CI1238 BRIAR RM 1                           25.816 METERS 08606     |
 GE0800| GE0801 BRIAR=BRIAR LOT                      23.046 METERS 35847     |
 GE0800|---------------------------------------------------------------------|
 GE0800
 GE0800                          SUPERSEDED SURVEY CONTROL
 GE0800
 GE0800  NAD 83(1997)-  36 39 03.73898(N)    091 00 51.39376(W) AD(       ) 3
 GE0800  NAD 83(1986)-  36 39 03.74315(N)    091 00 51.39424(W) AD(       ) 3
 GE0800  NAD 27      -  36 39 03.53420(N)    091 00 50.92940(W) AD(       ) 3
 GE0800
 GE0800.Superseded values are not recommended for survey control.
 GE0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0800.See file dsdata.txt to determine how the superseded data were derived.
 GE0800
 GE0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7749657998(NAD 83)
 GE0800_MARKER: DS = TRIANGULATION STATION DISK
 GE0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0800_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0800
 GE0800  HISTORY     - Date     Condition        Report By
 GE0800  HISTORY     - 1956     MONUMENTED       CGS
 GE0800
 GE0800                          STATION DESCRIPTION
 GE0800
 GE0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0800'STATION IS AT THE BRIAR LOOKOUT TOWER, ABOUT 11 MILES
 GE0800'WEST-NORTHWEST OF DONIPHAN 6-3/4 MILES NORTHEAST OF GATEWOOD,
 GE0800'NEAR THE EAST CENTER OF SECTION 13, T 23 N, R 1 W, ON PROPERTY
 GE0800'OF THE U.S. FOREST SERVICE.
 GE0800'
 GE0800'REACHED FROM THE EAST END OF THE CURRENT RIVER BRIDGE AT
 GE0800'THE WEST SIDE OF DONIPHAN, BY GOING WEST ACROSS THE BRIDGE
 GE0800'FOR 1.05 MILES TO THE JUNCTION OF STATE ROUTES 21 AND 142, AND U.S.
 GE0800'HIGHWAY 160.  CONTINUE ON U.S. HIGHWAY 160 FOR 11.2 MILES TO
 GE0800'A SIDE ROAD LEFT, AND THE AZIMUTH MARK, NEAR A SIGH BRIAR
 GE0800'TOWER.  TURN LEFT, SOUTH, ON A GRAVEL ROAD FOR 0.2 MILES
 GE0800'TO THE LOOKOUT TOWER AND STATION ON THE LEFT.
 GE0800'
 GE0800'STATION MARKS ARE STANDARD DISKS, STAMPED BRIAR 1956.  THE
 GE0800'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, ROUND, CONCRETE
 GE0800'POST WHICH PROJECTS 1 INCH.  IT IS 64 FEET SOUTH OF THE
 GE0800'SOUTHEAST LEG OF THE LOOKOUT TOWER, 95.5 FEET NORTHEAST
 GE0800'OF THE NORTHEAST CORNER OF THE HOUSE (U.S. FOREST SERVICE),
 GE0800'35 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, AND 40 FEET
 GE0800'NORTH OF A FENCE.  THE UNDERGROUND MARK IS 38 INCHES BELOW
 GE0800'THE SURFACE.
 GE0800'
 GE0800'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRIAR NO 1 1956,
 GE0800'SET IN THE TOP OF A 10 INCH, ROUND CONCRETE POST WHICH PROJECTS
 GE0800'2 INCHES.  IT IS 2 FEET NORTH OF A FENCE, 96 FEET SOUTHEAST
 GE0800'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 67 FEET SOUTHEAST
 GE0800'OF THE CENTER OF A GRAVEL ROAD, AND 179 FEET NORTHEAST OF THE
 GE0800'NORTHEAST CORNER OF THE HOUSE.
 GE0800'
 GE0800'REFERENCE MARK 2 IS A U.S. ENGINEERS TRIANGULATION STATION
 GE0800'DISK CEMENTED IN A 6 INCH SQUARE CONCRETE POST, FLUSH WITH
 GE0800'THE GROUND.  IT IS STAMPED BRIAR, AND IS LOCATED IN THE
 GE0800'CENTER OF THE BASE OF THE LOOKOUT TOWER.
 GE0800'
 GE0800'AZIMUTH MARK IS A STANDARD DISK STAMPED BRIAR 1956, SET IN
 GE0800'THE TOP OF A 10 INCH, ROUND CONCRETE POST WHICH PROJECTS 5
 GE0800'INCHES.  IT IS 1.5 FEET EAST OF A FENCE, 12.5 FEET SOUTH OF
 GE0800'A SIGN BRIAR TOWER, 10 FEET SOUTH OF A FENCE CORNER, 47
 GE0800'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 160, AND 24 FEET
 GE0800'WEST OF A GRAVEL ROAD RUNNING NORTH-SOUTH.  A 4 IN X 4 IN
 GE0800'WHITE WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
 GE0800'
 GE0800'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1445 ***********************************************************************
 KE1445  DESIGNATION -  BRIAR
 KE1445  PID         -  KE1445
 KE1445  STATE/COUNTY-  MO/CLAY
 KE1445  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1445
 KE1445                         *CURRENT SURVEY CONTROL
 KE1445  ___________________________________________________________________
 KE1445* NAD 83(1997)-  39 09 48.27754(N)    094 35 20.92088(W)     ADJUSTED  
 KE1445* NAVD 88     -       279.     (meters)     915.     (feet)  VERTCON   
 KE1445  ___________________________________________________________________
 KE1445  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 KE1445  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE1445
 KE1445  HORZ ORDER  -  SECOND
 KE1445
 KE1445.The horizontal coordinates were established by classical geodetic methods
 KE1445.and adjusted by the National Geodetic Survey in February 2000..
 KE1445
 KE1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1445
 KE1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1445
 KE1445.The geoid height was determined by GEOID03.
 KE1445
 KE1445;                    North         East     Units Scale Factor Converg.
 KE1445;SPC MO W     -   332,593.452   842,295.963   MT  0.99994191   -0 03 22.7
 KE1445;SPC KS N     -    97,698.634   694,707.214   MT  0.99995801   +2 09 29.2
 KE1445;UTM  15      - 4,336,113.263   362,706.655   MT  0.99983210   -1 00 13.5
 KE1445
 KE1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1445!SPC MO W     -   0.99996131  x   0.99994191  =   0.99990323
 KE1445!SPC KS N     -   0.99996131  x   0.99995801  =   0.99991933
 KE1445!UTM  15      -   0.99996131  x   0.99983210  =   0.99979342
 KE1445
 KE1445:                Primary Azimuth Mark                     Grid Az
 KE1445:SPC MO W     -  KANSAS CITY ST PETERS CH SPIRE           219 25 42.7
 KE1445:SPC KS N     -  KANSAS CITY ST PETERS CH SPIRE           217 12 50.8
 KE1445:UTM  15      -  KANSAS CITY ST PETERS CH SPIRE           220 22 33.5
 KE1445
 KE1445|---------------------------------------------------------------------|
 KE1445| PID    Reference Object                     Distance      Geod. Az  |
 KE1445|                                                           dddmmss.s |
 KE1445| KE1147 KANSAS CITY ST PETERS CH SPIRE      APPROX. 7.7 KM 2192220.0 |
 KE1445|---------------------------------------------------------------------|
 KE1445
 KE1445                          SUPERSEDED SURVEY CONTROL
 KE1445
 KE1445  NAD 83(1997)-  39 09 48.27754(N)    094 35 20.92089(W) AD(       ) 2
 KE1445  NAD 83(1986)-  39 09 48.28630(N)    094 35 20.91681(W) AD(       ) 2
 KE1445  NAD 83(1986)-  39 09 48.29252(N)    094 35 20.92219(W) AD(       ) 2
 KE1445  NAD 27      -  39 09 48.29669(N)    094 35 20.08326(W) AD(       ) 2
 KE1445  NGVD 29 (07/19/86)  279.     (m)          915.     (f) VERT ANG       
 KE1445
 KE1445.Superseded values are not recommended for survey control.
 KE1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1445.See file dsdata.txt to determine how the superseded data were derived.
 KE1445
 KE1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6270736113(NAD 83)
 KE1445_MARKER: DD = SURVEY DISK
 KE1445_SETTING: 0 = UNSPECIFIED SETTING
 KE1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1445
 KE1445  HISTORY     - Date     Condition        Report By
 KE1445  HISTORY     - 1972     MONUMENTED       USE
 KE1445  HISTORY     - 1974     GOOD             USE
 KE1445  HISTORY     - 20020114 MARK NOT FOUND   NGS
 KE1445
 KE1445                          STATION DESCRIPTION
 KE1445
 KE1445'DESCRIBED BY US ENGINEERS 1974
 KE1445'CLAY CO., MISSOURI, T-50-N, R-33-W, NEAR THE E. 1/4 COR. OF
 KE1445'SECTION 10.  ON E. RIGHT-OF-WAY OF ALTERNATE ROUTE 169 AT TOP OF
 KE1445'DEEP CUT THRU BLUFF, BACK OF VACANT LOT BETWEEN HOUSES AT 3810
 KE1445'AND 3832 BRIARCLIFF RD. (NW).  STANDARD BRASS CAP STAMPED
 KE1445'BRIAR-1972 SET IN CONCRETE POST FLUSH WITH GROUND.
 KE1445'
 KE1445'TO REACH--FROM INTERSECTION OF N. MAIN AND BRIARCLIFF ROAD AT
 KE1445'N. SIDE OF K. C. WATERWORKS, GO N. 0.1 MILE TO JUNCTION OF
 KE1445'BRIARCLIFF ROAD (NW), THEN LEFT 0.6 MILE ALONG BRIARCLIFF ROAD
 KE1445'(NW) TO VACANT LOT AND STATION ON LEFT.
 KE1445'
 KE1445'SLOPE DISTANCES--
 KE1445'
 KE1445'REFERENCES--57.3 FT NNE. TO PAINTED TRIANGLE ON STEEL R/W POST.
 KE1445'
 KE1445'48.8 FT NE. TO PAINTED TRIANGLE ON STEEL R/W POST.
 KE1445'
 KE1445'47.3 FT ENE. TO PAINTED TRIANGLE ON STEEL R/W POST.
 KE1445'
 KE1445'15.6 FT WSW. TO CHISELED ARROW AT UPPER END OF CONCRETE DRAINWAY.
 KE1445
 KE1445                          STATION RECOVERY (2002)
 KE1445
 KE1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1445'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0801 ***********************************************************************
 GE0801  DESIGNATION -  BRIAR=BRIAR LOT
 GE0801  PID         -  GE0801
 GE0801  STATE/COUNTY-  MO/RIPLEY
 GE0801  USGS QUAD   -  BARDLEY (1965)
 GE0801
 GE0801                         *CURRENT SURVEY CONTROL
 GE0801  ___________________________________________________________________
 GE0801* NAD 83(1997)-  36 39 04.48212(N)    091 00 51.41507(W)     ADJUSTED  
 GE0801* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 GE0801  ___________________________________________________________________
 GE0801  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GE0801  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GE0801
 GE0801  HORZ ORDER  -  SECOND
 GE0801
 GE0801.The horizontal coordinates were established by classical geodetic methods
 GE0801.and adjusted by the National Geodetic Survey in February 2000..
 GE0801
 GE0801.The orthometric height was scaled from a topographic map.
 GE0801
 GE0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0801
 GE0801.The geoid height was determined by GEOID03.
 GE0801
 GE0801;                    North         East     Units Scale Factor Converg.
 GE0801;SPC MO E     -    90,875.489   204,017.568   MT  0.99995937   -0 18 25.2
 GE0801;UTM  15      - 4,058,021.460   677,495.335   MT  0.99998815   +1 11 08.4
 GE0801
 GE0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0801!SPC MO E     -   0.99996267  x   0.99995937  =   0.99992205
 GE0801!UTM  15      -   0.99996267  x   0.99998815  =   0.99995082
 GE0801
 GE0801                          SUPERSEDED SURVEY CONTROL
 GE0801
 GE0801  NAD 83(1997)-  36 39 04.48645(N)    091 00 51.41343(W) AD(       ) 2
 GE0801  NAD 83(1986)-  36 39 04.49062(N)    091 00 51.41391(W) AD(       ) 2
 GE0801  NAD 27      -  36 39 04.28170(N)    091 00 50.94910(W) AD(       ) 2
 GE0801
 GE0801.Superseded values are not recommended for survey control.
 GE0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0801.See file dsdata.txt to determine how the superseded data were derived.
 GE0801
 GE0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7749558021(NAD 83)
 GE0801_MARKER: DD = SURVEY DISK
 GE0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0801+STABILITY: SURFACE MOTION
 GE0801
 GE0801  HISTORY     - Date     Condition        Report By
 GE0801  HISTORY     - 1956     MONUMENTED       USE
 GE0801
 GE0801                          STATION DESCRIPTION
 GE0801
 GE0801'DESCRIBED BY US ENGINEERS 1956 (OSR)
 GE0801'THE STATION IS LOCATED ABOUT 11 MILES WEST-NORTHWEST OF
 GE0801'DONIPHAN, 7-3/4 MILES NORTH-NORTHEAST OF GATEWOOD, NEAR
 GE0801'THE EAST CENTER OF SECTION 13, T 23 N, R 1 W.  IT IS A
 GE0801'TRIANGULATION DISK OF THE U.S. ENGINEERS, STAMPED BRIAR,
 GE0801'CEMENTED IN THE TOP OF A 6 INCH SQUARE CONCRETE POST.  IT
 GE0801'IS FLUSH WITH THE SURFACE OF THE GROUND, AND WAS SET AT THE
 GE0801'CENTER OF THE BASE OF THE BRIAR LOOKOUT TOWER.  A TRAVERSE
 GE0801'CONNECTION WAS MADE FROM TRIANGULATION STATION BRIAR, AND THE
 GE0801'DISTANCE WAS FOUND TO BE 23.046 METERS (75.61 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1629 ***********************************************************************
 JC1629  DESIGNATION -  BRICKEY
 JC1629  PID         -  JC1629
 JC1629  STATE/COUNTY-  MO/STE GENEVIEVE
 JC1629  USGS QUAD   -  BLOOMSDALE (1993)
 JC1629
 JC1629                         *CURRENT SURVEY CONTROL
 JC1629  ___________________________________________________________________
 JC1629* NAD 83(1997)-  38 05 12.89653(N)    090 12 47.97510(W)     ADJUSTED  
 JC1629* NAVD 88     -       181.03   (+/-2cm)     593.9    (feet)  VERTCON   
 JC1629  ___________________________________________________________________
 JC1629  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 JC1629  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 JC1629
 JC1629  HORZ ORDER  -  FIRST
 JC1629  VERT ORDER  -  THIRD ? (See Below)
 JC1629
 JC1629.The horizontal coordinates were established by classical geodetic methods
 JC1629.and adjusted by the National Geodetic Survey in February 2000..
 JC1629
 JC1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1629.The vertical order pertains to the NGVD 29 superseded value.
 JC1629
 JC1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1629
 JC1629.The geoid height was determined by GEOID03.
 JC1629
 JC1629;                    North         East     Units Scale Factor Converg.
 JC1629;SPC MO E     -   250,117.801   275,147.848   MT  0.99994112   +0 10 36.6
 JC1629;SPC IL W     -   157,617.716   695,906.842   MT  0.99994138   -0 01 43.6
 JC1629;SPC IL W     -   517,117.46  2,283,154.36   sFT  0.99994138   -0 01 43.6
 JC1629;UTM  15      - 4,219,126.372   744,396.699   MT  1.00033570   +1 43 11.4
 JC1629
 JC1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1629!SPC MO E     -   0.99997627  x   0.99994112  =   0.99991739
 JC1629!SPC IL W     -   0.99997627  x   0.99994138  =   0.99991765
 JC1629!UTM  15      -   0.99997627  x   1.00033570  =   1.00031196
 JC1629
 JC1629:                Primary Azimuth Mark                     Grid Az
 JC1629:SPC MO E     -  KIDD ECC 01323                           358 27 17.9
 JC1629:SPC IL W     -  KIDD ECC 01323                           358 39 38.1
 JC1629:UTM  15      -  KIDD ECC 01323                           356 54 43.1
 JC1629
 JC1629|---------------------------------------------------------------------|
 JC1629| PID    Reference Object                     Distance      Geod. Az  |
 JC1629|                                                           dddmmss.s |
 JC1629| JC1633 KIDD ECC 01323                      APPROX. 9.5 KM 3583754.5 |
 JC1629|---------------------------------------------------------------------|
 JC1629
 JC1629                          SUPERSEDED SURVEY CONTROL
 JC1629
 JC1629  NAD 83(1997)-  38 05 12.89673(N)    090 12 47.97529(W) AD(       ) 1
 JC1629  NAD 83(1986)-  38 05 12.90750(N)    090 12 47.97090(W) AD(       ) 1
 JC1629  NAD 27      -  38 05 12.71100(N)    090 12 47.54600(W) AD(       ) 1
 JC1629  NGVD 29 (07/19/86)  181.06   (m)          594.0    (f) LEVELING    3  
 JC1629
 JC1629.Superseded values are not recommended for survey control.
 JC1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1629.See file dsdata.txt to determine how the superseded data were derived.
 JC1629
 JC1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4439719126(NAD 83)
 JC1629_MARKER: V = STONE MONUMENT
 JC1629_SETTING: 0 = UNSPECIFIED SETTING
 JC1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1629
 JC1629  HISTORY     - Date     Condition        Report By
 JC1629  HISTORY     - 1931     MONUMENTED       MRC
 JC1629  HISTORY     - 1975     GOOD             LOCENG
 JC1629  HISTORY     - 1980     GOOD             LOCENG
 JC1629
 JC1629                          STATION DESCRIPTION
 JC1629
 JC1629'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 JC1629'ON SECOND BLUFF UPSTREAM FROM BRICKEYS POST OFFICE, ABOUT
 JC1629'ONE-FOURTH MILE NORTHWEST OF BRICKEYS, ON LAND OWNED AND
 JC1629'OCCUPIED BY ROMBAUER SISTERS.  TO REACH FROM BRICKEYS, FOLLOW
 JC1629'ROAD UPSTREAM ON RIVER SIDE OF POST OFFICE TO NORTH END OF
 JC1629'RAILROAD SIDING.  PROCEED ON FOOT ACROSS TRACKS INTO
 JC1629'YARD WHERE HOUSE HAS BURNED, AND FOLLOW RIDGE TO NORTHWEST ABOUT
 JC1629'200 METERS (656 FEET) TO TOP OF BLUFF.  MARKED BY STONE POST
 JC1629'PROJECTING ABOUT 4 INCHES ABOVE SURFACE OF GROUND, THE CORNERS
 JC1629'OF WHICH HAVE BEEN BROKEN OFF.  HIGH-POWER TRANSMISSION LINE
 JC1629'TOWER ON WEST SIDE OF RIVER, JUST SOUTHEAST OF CRYSTAL CITY
 JC1629'AND ON EDGE OF HIGH BLUFF AT BUCK KNOB, IS ABOUT 6 MILES
 JC1629'FROM STATION N 42 DEG 18 MIN W.
 JC1629
 JC1629                          STATION RECOVERY (1975)
 JC1629
 JC1629'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 JC1629'NO STAMP.
 JC1629'
 JC1629'RECOVERED AS DESCRIBED.  NO POST OFFICE OR RLRD. SIDING NOW FROM
 JC1629'BRICKEYS LANE CROSS RLRD. TRACK.  GO NORTH ABOUT 1/2 MILE.  GO UNDER
 JC1629'RLRD. BRIDGE TO QUARRY.  TURN LEFT AND FOLLOW BLUFF TO MARKER.
 JC1629'
 JC1629'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/4 MILE NW OF
 JC1629'BRICKEYS.
 JC1629
 JC1629                          STATION RECOVERY (1980)
 JC1629
 JC1629'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (HIB)
 JC1629'NO STAMPING - STONE POST, 0.3 FEET HIGH WITH DRILL HOLE.
 JC1629'
 JC1629'STONE IS SPLIT VERTICALLY ON SOUTH EDGE (APPROX. 25 PERCENT) AND IS
 JC1629'IN DANGER OF BEING LOST.  SHOULD BE REPLACED WITHIN NEXT YEAR.
 JC1629'
 JC1629'DISTANCE AND DIRECTION FROM NEAREST TOWN--BLOOMSDALE--I-55 AND CO.
 JC1629'RTE Y EXIT...0.3 MILES TO P.O. ON LEFT...CONT. 0.1 MILES TO U.S. 61,
 JC1629'THEN TURN LEFT...4.3 MILES TO BRICKEY RD, THEN TURN RIGHT...3.8
 JC1629'MILES TO LOCKED GATE AT RAILROAD (FRISCO)...CISTERN VISIBLE ON TRAIL
 JC1629'UP TO STATION MARK BRICKEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0271 ***********************************************************************
 JC0271  DESIGNATION -  BRICKEYS MILL BOLT
 JC0271  PID         -  JC0271
 JC0271  STATE/COUNTY-  MO/STE GENEVIEVE
 JC0271  USGS QUAD   -  BLOOMSDALE (1993)
 JC0271
 JC0271                         *CURRENT SURVEY CONTROL
 JC0271  ___________________________________________________________________
 JC0271* NAD 83(1986)-  38 05 07.     (N)    090 12 36.     (W)     SCALED    
 JC0271* NAVD 88     -       117.267  (meters)     384.73   (feet)  ADJUSTED  
 JC0271  ___________________________________________________________________
 JC0271  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 JC0271  DYNAMIC HT  -         117.190 (meters)     384.48  (feet)  COMP
 JC0271  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 JC0271
 JC0271  VERT ORDER  -  SECOND    CLASS 0
 JC0271
 JC0271.The horizontal coordinates were scaled from a topographic map and have
 JC0271.an estimated accuracy of +/- 6 seconds.
 JC0271
 JC0271.The orthometric height was determined by differential leveling
 JC0271.and adjusted by the National Geodetic Survey in June 1991..
 JC0271
 JC0271.The geoid height was determined by GEOID03.
 JC0271
 JC0271.The dynamic height is computed by dividing the NAVD 88
 JC0271.geopotential number by the normal gravity value computed on the
 JC0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0271.degrees latitude (g = 980.6199 gals.).
 JC0271
 JC0271.The modeled gravity was interpolated from observed gravity values.
 JC0271
 JC0271;                    North         East    Units  Estimated Accuracy
 JC0271;SPC MO E     -   249,940.      275,440.      MT  (+/- 180 meters Scaled)
 JC0271
 JC0271                          SUPERSEDED SURVEY CONTROL
 JC0271
 JC0271  NGVD 29 (??/??/92)  117.378  (m)          385.10   (f) ADJ UNCH    2 0
 JC0271
 JC0271.Superseded values are not recommended for survey control.
 JC0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0271.See file dsdata.txt to determine how the superseded data were derived.
 JC0271
 JC0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC446189(NAD 83)
 JC0271_MARKER: B = BOLT
 JC0271_SETTING: 0 = UNSPECIFIED SETTING
 JC0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0271
 JC0271  HISTORY     - Date     Condition        Report By
 JC0271  HISTORY     - UNK      MONUMENTED       DOD
 JC0271  HISTORY     - 1934     GOOD             NGS
 JC0271
 JC0271                          STATION DESCRIPTION
 JC0271
 JC0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0271'AT BRICKEYS MILL.
 JC0271'AT BRICKEYS MILL, STE. GENEVIEVE COUNTY, IN THE EAST MASONRY
 JC0271'FACE OF THE MILL, AND AT THE NORTHEAST CORNER.  A SQUARE-HEADED
 JC0271'BOLT, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1323 ***********************************************************************
 HD1323  DESIGNATION -  BRIGHTON
 HD1323  PID         -  HD1323
 HD1323  STATE/COUNTY-  MO/POLK
 HD1323  USGS QUAD   -  PLEASANT HOPE (1975)
 HD1323
 HD1323                         *CURRENT SURVEY CONTROL
 HD1323  ___________________________________________________________________
 HD1323* NAD 83(1997)-  37 27 24.47466(N)    093 19 29.56227(W)     ADJUSTED  
 HD1323* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 HD1323  ___________________________________________________________________
 HD1323  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 HD1323  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HD1323
 HD1323  HORZ ORDER  -  SECOND
 HD1323
 HD1323.The horizontal coordinates were established by classical geodetic methods
 HD1323.and adjusted by the National Geodetic Survey in February 2000..
 HD1323
 HD1323.The orthometric height was scaled from a topographic map.
 HD1323
 HD1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1323
 HD1323.The geoid height was determined by GEOID03.
 HD1323
 HD1323;                    North         East     Units Scale Factor Converg.
 HD1323;SPC MO C     -   180,465.081   427,021.961   MT  0.99999891   -0 30 06.1
 HD1323;UTM  15      - 4,145,598.014   471,267.397   MT  0.99961017   -0 11 51.3
 HD1323
 HD1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1323!SPC MO C     -   0.99994457  x   0.99999891  =   0.99994348
 HD1323!UTM  15      -   0.99994457  x   0.99961017  =   0.99955476
 HD1323
 HD1323|---------------------------------------------------------------------|
 HD1323| PID    Reference Object                     Distance      Geod. Az  |
 HD1323|                                                           dddmmss.s |
 HD1323| CQ5851 BRIGHTON RM 1                        27.939 METERS 04337     |
 HD1323| CQ5850 BRIGHTON AZ MK                                     0862740.4 |
 HD1323| CQ5852 BRIGHTON RM 2                        31.383 METERS 31316     |
 HD1323| HD1243 BOLIVAR SE ELEC COOP RAD MAST       APPROX.17.9 KM 3354718.5 |
 HD1323|---------------------------------------------------------------------|
 HD1323
 HD1323                          SUPERSEDED SURVEY CONTROL
 HD1323
 HD1323  NAD 83(1997)-  37 27 24.47617(N)    093 19 29.56194(W) AD(       ) 2
 HD1323  NAD 83(1997)-  37 27 24.48719(N)    093 19 29.56206(W) AD(       ) 2
 HD1323  NAD 83(1986)-  37 27 24.48724(N)    093 19 29.56158(W) AD(       ) 2
 HD1323  NAD 27      -  37 27 24.33380(N)    093 19 28.86920(W) AD(       ) 2
 HD1323
 HD1323.Superseded values are not recommended for survey control.
 HD1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1323.See file dsdata.txt to determine how the superseded data were derived.
 HD1323
 HD1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7126745598(NAD 83)
 HD1323_MARKER: DS = TRIANGULATION STATION DISK
 HD1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1323
 HD1323  HISTORY     - Date     Condition        Report By
 HD1323  HISTORY     - 1960     MONUMENTED       CGS
 HD1323
 HD1323                          STATION DESCRIPTION
 HD1323
 HD1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1323'THE STATION IS ABOUT 1-1/4 MILES EAST OF BRIGHTON, 3.0 MILES WEST
 HD1323'OF PLEASANT HOPE, IN THE SOUTHWEST QUARTER OF SECTION 35, T. 32
 HD1323'N., R. 22 W., AND ALONG THE SOUTH RIGHT-OF-WAY OF COUNTY ROUTE M.
 HD1323'
 HD1323'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 HD1323'COUNTY ROUTE M IN THE SMALL VILLAGE OF BRIGHTON, GO EAST ON
 HD1323'COUNTY ROUTE M FOR 1.4 MILES TO THE TOP OF A RIDGE, AN ABANDONED
 HD1323'HOUSE AND THE STATION ON THE RIGHT.
 HD1323'
 HD1323'STATION MARK IS A STANDARD DISK STAMPED BRIGHTON 1959, SET IN A
 HD1323'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 HD1323'86.5 FEET WEST OF A T FENCE CORNER, 76 FEET EAST OF THE CENTER
 HD1323'OF THE DRIVEWAY, 52 FEET NORTH OF THE NORTHWEST CORNER OF THE
 HD1323'HOUSE, 33 FEET SOUTH OF THE CENTER OF COUNTY ROUTE M, 1.8 FEET
 HD1323'EAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST
 HD1323'FENCE.  AN UNDERGROUND MARK WAS NOT ESTABLISHED FOR THIS
 HD1323'STATION.
 HD1323'
 HD1323'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRIGHTON NO 1 1959,
 HD1323'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HD1323'74.5 FEET WEST OF A POWER POLE, 55 FEET WEST OF THE CENTER OF A
 HD1323'WIRE GATE AND 35 FEET NORTH OF THE CENTER OF COUNTY ROUTE M.
 HD1323'
 HD1323'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRIGHTON NO 2 1959, IS
 HD1323'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 34.5
 HD1323'FEET NORTH OF THE CENTER OF COUNTY ROUTE M, 1.5 FEET EAST OF A
 HD1323'POWER POLE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 HD1323'
 HD1323'AZIMUTH MARK, A STANDARD DISK STAMPED BRIGHTON 1959, IS SET IN
 HD1323'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HD1323'IS 31.5 FEET NORTH OF THE CENTER OF COUNTY ROUTE M, 9.5 FEET
 HD1323'EAST OF THE CENTER OF A DRIVEWAY AND 1.5 FEET SOUTH OF A POWER
 HD1323'POLE WITH A TRANSFORMER.
 HD1323'
 HD1323'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY ROUTE M
 HD1323'FOR 0.8 MILE TO A DRIVEWAY AND THE AZIMUTH MARK ON THE LEFT.
 HD1323'
 HD1323'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HD1323'
 HD1323'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2530 ***********************************************************************
 JD2530  DESIGNATION -  BRINK
 JD2530  PID         -  JD2530
 JD2530  STATE/COUNTY-  MO/MARIES
 JD2530  USGS QUAD   -  BRINKTOWN (1987)
 JD2530
 JD2530                         *CURRENT SURVEY CONTROL
 JD2530  ___________________________________________________________________
 JD2530* NAD 83(1997)-  38 08 19.08997(N)    092 04 54.07290(W)     ADJUSTED  
 JD2530* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 JD2530  ___________________________________________________________________
 JD2530  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 JD2530  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JD2530
 JD2530  HORZ ORDER  -  FIRST
 JD2530
 JD2530.The horizontal coordinates were established by classical geodetic methods
 JD2530.and adjusted by the National Geodetic Survey in February 2000..
 JD2530
 JD2530.The orthometric height was scaled from a topographic map.
 JD2530
 JD2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2530
 JD2530.The geoid height was determined by GEOID03.
 JD2530
 JD2530;                    North         East     Units Scale Factor Converg.
 JD2530;SPC MO C     -   255,902.173   536,669.825   MT  0.99994989   +0 15 30.0
 JD2530;UTM  15      - 4,221,595.456   580,474.242   MT  0.99967976   +0 34 01.7
 JD2530
 JD2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2530!SPC MO C     -   0.99994983  x   0.99994989  =   0.99989972
 JD2530!UTM  15      -   0.99994983  x   0.99967976  =   0.99962961
 JD2530
 JD2530|---------------------------------------------------------------------|
 JD2530| PID    Reference Object                     Distance      Geod. Az  |
 JD2530|                                                           dddmmss.s |
 JD2530| CN5768 BRINK RM 1                           26.097 METERS 07701     |
 JD2530| CN5769 BRINK RM 2                           36.713 METERS 17710     |
 JD2530| CN5767 BRINK AZ MK                                        3251336.3 |
 JD2530|---------------------------------------------------------------------|
 JD2530
 JD2530                          SUPERSEDED SURVEY CONTROL
 JD2530
 JD2530  NAD 83(1986)-  38 08 19.10428(N)    092 04 54.07252(W) AD(       ) 1
 JD2530  NAD 27      -  38 08 18.96600(N)    092 04 53.46500(W) AD(       ) 1
 JD2530
 JD2530.Superseded values are not recommended for survey control.
 JD2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2530.See file dsdata.txt to determine how the superseded data were derived.
 JD2530
 JD2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC8047421595(NAD 83)
 JD2530_MARKER: DS = TRIANGULATION STATION DISK
 JD2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2530
 JD2530  HISTORY     - Date     Condition        Report By
 JD2530  HISTORY     - 1947     MONUMENTED       CGS
 JD2530
 JD2530                          STATION DESCRIPTION
 JD2530
 JD2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2530'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF VIENNA, 2 MILES
 JD2530'NORTH OF THE SETTLEMENT OF BRINKTOWN ON THE HIGHEST PART OF A
 JD2530'PROMINENT HILL IN THE NORTH POINT OF A Y-FORKS OF THE ROAD.  IT
 JD2530'IS IN THE CENTER OF SECTION 1, T. 39 N., R. 11 W.  THE MARK IS
 JD2530'34 FEET WEST OF THE APPROXIMATE CENTER-LINE OF THE NORTH-SOUTH
 JD2530'ROAD, 29 FEET NORTHEAST OF THE APPROXIMATE CENTER-LINE OF THE
 JD2530'NORTHWEST-SOUTHEAST ROAD, 11 FEET SOUTH OF A LARGE OAK
 JD2530'TREE WITH A TRIANGLE BALZE AND 5.3 FEET WEST OF A WITNESS
 JD2530'POST.  THE MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED BRINK
 JD2530'1947.
 JD2530'
 JD2530'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 85.62 FEET,
 JD2530'46 FEET EAST OF THE APPROXIMATE CENTER-LINE OF THE NORTH-SOUTH
 JD2530'ROAD AND 31 FEET EAST OF A FENCE CORNER.  THE MARK PROJECTS 3
 JD2530'INCHES AND THE DISC IS STAMPED BRINK NO 1 1947.
 JD2530'
 JD2530'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 120.45 FEET, 22 FEET
 JD2530'EAST OF THE CENTERLINE OF ROAD AND 4 FEET EAST OF FENCE LINE.  THE
 JD2530'MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED BRINK NO 2 1947.
 JD2530'
 JD2530'AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION, 24 FEET WEST
 JD2530'OF THE APPROXIMATE CENTER-LINE OF THE ROAD, 14 FEET NORTH OF AN
 JD2530'OAK TREE AND 3.5 FEET SOUTH OF A WITNESS POST.
 JD2530'
 JD2530'STATION WAS REACHED FROM THE JUNCTION OF STATE ROUTE 28 AND
 JD2530'COUNTY ROUTE C IN DIXON BY GOING WEST ON ROUTE C FOR 1.7 MILES TO
 JD2530'ITS JUNCTION WITH STATE ROUTE 133.  GO RIGHT ON STATE ROUTE 133
 JD2530'FOR 10.7 MILES TO T-ROAD, RIGHT, AT SIGN BRINKTOWN, THEN CONTINUE
 JD2530'NORTHERLY FOR 0.4 MILE TO ROAD TO THE RIGHT.  TURN RIGHT ON
 JD2530'GRAVELED ROAD IN A NORTHEAST DIRECTION FOR 0.6 MILE TO SUMMIT OF
 JD2530'HILL AT Y-FORKS OF ROAD AND STATION SITE.
 JD2530'
 JD2530'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING NORTHEAST ON
 JD2530'GRAVEL ROAD FOR 0.2 MILES TO THE MARK ON THE LEFT.
 JD2530'
 JD2530'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0546 ***********************************************************************
 GG0546  DESIGNATION -  BRITTLE
 GG0546  PID         -  GG0546
 GG0546  STATE/COUNTY-  MO/MCDONALD
 GG0546  USGS QUAD   -  JACKET (1982)
 GG0546
 GG0546                         *CURRENT SURVEY CONTROL
 GG0546  ___________________________________________________________________
 GG0546* NAD 83(1997)-  36 36 37.79886(N)    094 07 07.57787(W)     ADJUSTED  
 GG0546* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 GG0546  ___________________________________________________________________
 GG0546  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GG0546  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GG0546
 GG0546  HORZ ORDER  -  THIRD
 GG0546
 GG0546.The horizontal coordinates were established by classical geodetic methods
 GG0546.and adjusted by the National Geodetic Survey in February 2000..
 GG0546
 GG0546.The orthometric height was scaled from a topographic map.
 GG0546
 GG0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0546
 GG0546.The geoid height was determined by GEOID03.
 GG0546
 GG0546;                    North         East     Units Scale Factor Converg.
 GG0546;SPC MO W     -    49,315.240   884,104.143   MT  0.99995550   +0 13 38.5
 GG0546;SPC AR N     -   254,690.374   210,443.355   MT  1.00009635   -1 13 58.5
 GG0546;SPC AR N     -   835,596.67    690,429.57   sFT  1.00009635   -1 13 58.5
 GG0546;UTM  15      - 4,052,247.839   399,948.807   MT  0.99972333   -0 40 02.1
 GG0546
 GG0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0546!SPC MO W     -   0.99993994  x   0.99995550  =   0.99989544
 GG0546!SPC AR N     -   0.99993994  x   1.00009635  =   1.00003628
 GG0546!UTM  15      -   0.99993994  x   0.99972333  =   0.99966329
 GG0546
 GG0546|---------------------------------------------------------------------|
 GG0546| PID    Reference Object                     Distance      Geod. Az  |
 GG0546|                                                           dddmmss.s |
 GG0546| CI1245 BRITTLE RM 1                         32.366 METERS 08849     |
 GG0546| GF0920 WASHBURN                            APPROX.11.2 KM 0992348.5 |
 GG0546| CI1247 BRITTLE RM 3                         87.554 METERS 19123     |
 GG0546| CI1246 BRITTLE RM 2                         34.138 METERS 33818     |
 GG0546|---------------------------------------------------------------------|
 GG0546
 GG0546                          SUPERSEDED SURVEY CONTROL
 GG0546
 GG0546  NAD 83(1997)-  36 36 37.79897(N)    094 07 07.57782(W) AD(       ) 3
 GG0546  NAD 83(1997)-  36 36 37.80337(N)    094 07 07.57867(W) AD(       ) 3
 GG0546  NAD 83(1997)-  36 36 37.81069(N)    094 07 07.58094(W) AD(       ) 3
 GG0546  NAD 83(1986)-  36 36 37.81198(N)    094 07 07.57924(W) AD(       ) 3
 GG0546  NAD 27      -  36 36 37.56140(N)    094 07 06.83120(W) AD(       ) 3
 GG0546
 GG0546.Superseded values are not recommended for survey control.
 GG0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0546.See file dsdata.txt to determine how the superseded data were derived.
 GG0546
 GG0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9994952248(NAD 83)
 GG0546_MARKER: DS = TRIANGULATION STATION DISK
 GG0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0546
 GG0546  HISTORY     - Date     Condition        Report By
 GG0546  HISTORY     - 1961     MONUMENTED       CGS
 GG0546
 GG0546                          STATION DESCRIPTION
 GG0546
 GG0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0546'ABOUT 3-1/2 MILES EAST AND 3/4 MILE SOUTH OF POWELL, 9 MILES
 GG0546'WEST-NORTHWEST OF WASHBURN, ABOUT 2-1/2 MILES WEST OF THE
 GG0546'BARRY-MC DONALD COUNTY LINE, IN THE SOUTHEAST 1/4 OF SECTION
 GG0546'24, T 22 N, R 30 W.  AND ON LAND OWNED BY MR. HUGH TURRENTINE.
 GG0546'IT IS 2 FEET WEST OF A WITNESS POST, 27 FEET EAST OF THE
 GG0546'CENTERLINE OF A GRAVELED ROAD, 26 FEET SOUTHWEST OF A 30 INCH
 GG0546'OAK TREE WITH A TRIANGULAR BLAZE ON ITS WEST SIDE, 50 FEET
 GG0546'SOUTHWEST OF THE CENTER OF A TRACK ROAD, 47 FEET SOUTH OF A
 GG0546'30 INCH OAK TREE WITH A TRIANGULAR BLAZE ON ITS WEST SIDE
 GG0546'AND 47 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD.  THE
 GG0546'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BRITTLE
 GG0546'1961.
 GG0546'
 GG0546'TO REACH FROM THE CROSSROAD JUST NORTH OF SUGAR CREEK BRIDGE
 GG0546'IN POWELL, GO EAST ON A GRAVELED ROAD FOR 0.05 MILE TO A ROAD
 GG0546'FORK.  TAKE RIGHT FORK AND GO EASTERLY ON A GRAVELED ROAD
 GG0546'FOR 0.8 MILE TO A ROAD FORK.  TAKE LEFT FORK AND GO NORTHEAST
 GG0546'ON A GRAVELED ROAD FOR 0.7 MILE TO A FORK.  TAKE RIGHT FORK
 GG0546'EASTERLY FOR 1.25 MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT
 GG0546'AHEAD FOR 0.1 MILE TO A FORK.  TAKE LEFT FORK AND CONTINUE
 GG0546'EASTERLY ON A NARROW CROOKED GRAVELED ROAD FOR 1.25 MILES
 GG0546'TO THE STATION ON THE LEFT.
 GG0546'
 GG0546'REFERENCE MARK 1 IS 1 FOOT WEST OF A WIRE FENCE, 12 FEET
 GG0546'NORTH OF THE CENTERLINE OF A DIM TRACK ROAD AND 24 FEET NORTH
 GG0546'OF A 30 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK
 GG0546'IS STAMPED BRITTLE NO 1 1961.
 GG0546'
 GG0546'REFERENCE MARK 2 IS 12 FEET EAST OF THE CENTERLINE OF THE
 GG0546'GRAVELED ROAD, 20 FEET SOUTHEAST OF A 36 INCH OAK TREE AND
 GG0546'30 FEET WEST OF A 20 INCH OAK TREE.  THE MONUMENT IS FLUSH
 GG0546'AND THE DISK IS STAMPED BRITTLE NO 2 1961.
 GG0546'
 GG0546'REFERENCE MARK 3 IS 2 FEET SOUTHEAST OF A WITNESS POST, 13
 GG0546'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND 8 FEET
 GG0546'NORTHEAST OF A 36 INCH OAK TREE.  THE MONUMENT PROJECTS 6
 GG0546'INCHES AND THE DISK IS STAMPED BRITTLE NO 3 1961.
 GG0546'
 GG0546'PRECISE METHODS WERE USED TO DETERMINE THE DIRECTION TO REFERENCE
 GG0546'MARK 3.
 GG0546'
 GG0546'NO MEASUREMENT BETWEEN RMS, BRUSH IN LINE.
 GG0546'
 GG0546'NO PP. AVAILABLE.
 GG0546'
 GG0546'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1511 ***********************************************************************
 JC1511  DESIGNATION -  BROADWAY
 JC1511  PID         -  JC1511
 JC1511  STATE/COUNTY-  MO/MARIES
 JC1511  USGS QUAD   -  SAFE (1980)
 JC1511
 JC1511                         *CURRENT SURVEY CONTROL
 JC1511  ___________________________________________________________________
 JC1511* NAD 83(1997)-  38 05 45.25362(N)    091 41 45.72610(W)     ADJUSTED  
 JC1511* NAVD 88     -       332.26   (+/-2cm)    1090.1    (feet)  VERTCON   
 JC1511  ___________________________________________________________________
 JC1511  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 JC1511  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JC1511
 JC1511  HORZ ORDER  -  SECOND
 JC1511  VERT ORDER  -  THIRD ? (See Below)
 JC1511
 JC1511.The horizontal coordinates were established by classical geodetic methods
 JC1511.and adjusted by the National Geodetic Survey in February 2000..
 JC1511
 JC1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1511.The vertical order pertains to the NGVD 29 superseded value.
 JC1511
 JC1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1511
 JC1511.The geoid height was determined by GEOID03.
 JC1511
 JC1511;                    North         East     Units Scale Factor Converg.
 JC1511;SPC MO C     -   251,381.849   570,518.019   MT  0.99999456   +0 29 45.8
 JC1511;SPC MO E     -   251,752.217   145,091.411   MT  1.00006883   -0 44 16.8
 JC1511;UTM  15      - 4,217,258.647   614,337.767   MT  0.99976101   +0 48 16.6
 JC1511
 JC1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1511!SPC MO C     -   0.99995272  x   0.99999456  =   0.99994728
 JC1511!SPC MO E     -   0.99995272  x   1.00006883  =   1.00002155
 JC1511!UTM  15      -   0.99995272  x   0.99976101  =   0.99971374
 JC1511
 JC1511:                Primary Azimuth Mark                     Grid Az
 JC1511:SPC MO C     -  BROADWAY AZ MK                           088 44 31.3
 JC1511:SPC MO E     -  BROADWAY AZ MK                           089 58 33.9
 JC1511:UTM  15      -  BROADWAY AZ MK                           088 26 00.5
 JC1511
 JC1511|---------------------------------------------------------------------|
 JC1511| PID    Reference Object                     Distance      Geod. Az  |
 JC1511|                                                           dddmmss.s |
 JC1511| CN5770 BROADWAY AZ MK                                     0891417.1 |
 JC1511| CN5771 BROADWAY RM 1                        29.135 METERS 26720     |
 JC1511| CN5772 BROADWAY RM 2                        26.334 METERS 32633     |
 JC1511|---------------------------------------------------------------------|
 JC1511
 JC1511                          SUPERSEDED SURVEY CONTROL
 JC1511
 JC1511  NAD 83(1986)-  38 05 45.26797(N)    091 41 45.72525(W) AD(       ) 2
 JC1511  NAD 27      -  38 05 45.11700(N)    091 41 45.13300(W) AD(       ) 2
 JC1511  NGVD 29 (07/19/86)  332.23   (m)         1090.0    (f) LEVELING    3  
 JC1511
 JC1511.Superseded values are not recommended for survey control.
 JC1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1511.See file dsdata.txt to determine how the superseded data were derived.
 JC1511
 JC1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC1433817259(NAD 83)
 JC1511_MARKER: DS = TRIANGULATION STATION DISK
 JC1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1511
 JC1511  HISTORY     - Date     Condition        Report By
 JC1511  HISTORY     - 1947     MONUMENTED       CGS
 JC1511
 JC1511                          STATION DESCRIPTION
 JC1511
 JC1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1511'THE STATION IS LOCATED ABOUT 7 MILES NORTH AND 4-1/2 MILES WEST
 JC1511'OF ST. JAMES NEAR THE NORTH 1/4 CORNER OF SEC. 21, T. 39 N.,
 JC1511'R. 7 W., ON SOUTH RIGHT-OF-WAY OF STATE HIGHWAY NO. 68.  IT IS
 JC1511'33 FEET SOUTH OF CENTERLINE OF ROAD, 10.5 FEET NORTH OF FENCELINE
 JC1511'AND 9.9 FEET NORTHWEST OF WITNESS POST.
 JC1511'
 JC1511'REFERENCE MARK NO. 1 IS 95.59 FEET WEST OF THE STATION, 39 FEET
 JC1511'NORTH OF THE CENTERLINE OF ROAD AND 2 FEET NORTH OF FENCELINE.
 JC1511'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BROADWAY NO
 JC1511'1 1947.
 JC1511'
 JC1511'REFERENCE MARK NO. 2 IS 86.40 FEET NORTHWEST OF STATION, 39
 JC1511'FEET SOUTH OF CENTERLINE OF ROAD AND 1 FOOT SOUTH OF FENCELINE.
 JC1511'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BROADWAY NO 2
 JC1511'1947.
 JC1511'
 JC1511'AZIMUTH MARK IS 0.3 MILE SOUTH OF STATION, 39 FEET NORTH OF
 JC1511'CENTERLINE OF ROAD, 2.4 FEET WEST OF A WHITE WITNESS POST AND
 JC1511'2 FEET SOUTH OF FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE
 JC1511'DISK IS STAMPED BROADWAY 1947.
 JC1511'
 JC1511'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 JC1511'STATE ROUTE 68 GO NORTH FOR 7.8 MILES TO THE AZIMUTH ON THE RIGHT
 JC1511'SIDE OF ROAD, CONTINUE ON STATE ROUTE 68 FOR 0.15 MILE TO
 JC1511'STATION AS DESCRIBED.
 JC1511'
 JC1511'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0903 ***********************************************************************
 HE0903  DESIGNATION -  BRONAUGH
 HE0903  PID         -  HE0903
 HE0903  STATE/COUNTY-  MO/VERNON
 HE0903  USGS QUAD   -  BRONAUGH (1962)
 HE0903
 HE0903                         *CURRENT SURVEY CONTROL
 HE0903  ___________________________________________________________________
 HE0903* NAD 83(1997)-  37 42 41.02032(N)    094 28 39.04673(W)     ADJUSTED  
 HE0903* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 HE0903  ___________________________________________________________________
 HE0903  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 HE0903  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HE0903
 HE0903  HORZ ORDER  -  SECOND
 HE0903
 HE0903.The horizontal coordinates were established by classical geodetic methods
 HE0903.and adjusted by the National Geodetic Survey in February 2000..
 HE0903
 HE0903.The orthometric height was scaled from a topographic map.
 HE0903
 HE0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0903
 HE0903.The geoid height was determined by GEOID03.
 HE0903
 HE0903;                    North         East     Units Scale Factor Converg.
 HE0903;SPC MO W     -   171,418.676   851,982.689   MT  0.99994122   +0 00 49.5
 HE0903;SPC KS S     -   523,598.129   754,554.584   MT  0.99994236   +2 28 19.0
 HE0903;UTM  15      - 4,174,821.687   369,767.909   MT  0.99980890   -0 54 14.0
 HE0903
 HE0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0903!SPC MO W     -   0.99995842  x   0.99994122  =   0.99989965
 HE0903!SPC KS S     -   0.99995842  x   0.99994236  =   0.99990079
 HE0903!UTM  15      -   0.99995842  x   0.99980890  =   0.99976733
 HE0903
 HE0903|---------------------------------------------------------------------|
 HE0903| PID    Reference Object                     Distance      Geod. Az  |
 HE0903|                                                           dddmmss.s |
 HE0903| AJ8722 BRONAUGH RM 1                        35.484 METERS 09210     |
 HE0903| AJ8726 BRONAUGH RM 2                        28.901 METERS 13100     |
 HE0903| HE1132 LIBERAL E LIPSCOME GRAIN ELEV       APPROX.17.6 KM 1921035.2 |
 HE0903| AJ8721 BRONAUGH AZ MK                      APPROX. 0.5 KM 3592103.4 |
 HE0903|---------------------------------------------------------------------|
 HE0903
 HE0903                          SUPERSEDED SURVEY CONTROL
 HE0903
 HE0903  NAD 83(1997)-  37 42 41.02055(N)    094 28 39.04686(W) AD(       ) 2
 HE0903  NAD 83(1997)-  37 42 41.02878(N)    094 28 39.04694(W) AD(       ) 2
 HE0903  NAD 83(1986)-  37 42 41.03086(N)    094 28 39.04202(W) AD(       ) 2
 HE0903  NAD 27      -  37 42 40.87670(N)    094 28 38.20600(W) AD(       ) 2
 HE0903
 HE0903.Superseded values are not recommended for survey control.
 HE0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0903.See file dsdata.txt to determine how the superseded data were derived.
 HE0903
 HE0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6976874822(NAD 83)
 HE0903_MARKER: DS = TRIANGULATION STATION DISK
 HE0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0903_MARK LOGO: CGS   
 HE0903_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0903+STABILITY: SURFACE MOTION
 HE0903
 HE0903  HISTORY     - Date     Condition        Report By
 HE0903  HISTORY     - 1960     MONUMENTED       CGS
 HE0903  HISTORY     - 1960     GOOD             CGS
 HE0903  HISTORY     - 1965     GOOD             CGS
 HE0903  HISTORY     - 19850101 GOOD             NGS
 HE0903
 HE0903                          STATION DESCRIPTION
 HE0903
 HE0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0903'THE STATION IS APPROXIMATELY 1-1/2 MILES NORTHWEST OF THE
 HE0903'VILLAGE OF BRONAUGH, IN THE CENTER OF SECTION 7, T 34 N,
 HE0903'R 32 W, ON PROPERTY OWNED BY MR. C.W. SHANHOLTZER.
 HE0903'
 HE0903'TO REACH THE STATION FROM THE POST OFFICE IN BRONAUGH, GO
 HE0903'NORTH ON STATE HIGHWAY 43 FOR 0.1 MILE TO A CROSSROAD (COUNTY
 HE0903'ROUTE N).  TURN LEFT, WEST, ON ROUTE N FOR 0.2 MILE TO A
 HE0903'CROSSROAD.  TURN RIGHT, NORTH, FOR 1.8 MILE TO A SIDE ROAD
 HE0903'ON THE LEFT.  TURN LEFT, WEST, FOR 0.35 MILE TO A TRACK
 HE0903'ROAD ON THE LEFT.  TURN LEFT, SOUTH, UPHILL, ON THE TRACK
 HE0903'ROAD FOR 0.35 MILE TO AN OLD BUILDING AND THE AZIMUTH MARK
 HE0903'AT THE SOUTHWEST CORNER OF THE BUILDING.  CONTINUE SOUTH
 HE0903'FOR 0.6 MILE ALONG THE WEST SIDE OF A ROW OF TREES (PASSING
 HE0903'A POND ON THE RIGHT) TO THE TOP OF A BARE HILL AND THE
 HE0903'STATION.
 HE0903'
 HE0903'STATION MARKS ARE STANDARD DISKS STAMPED BRONAUGH 1960.
 HE0903'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH
 HE0903'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 118.5 FEET
 HE0903'WEST OF A METAL WITNESS POST AND 118 FEET WEST OF A TRIANGLE
 HE0903'BLAZE ON THE WEST SIDE OF A 12-INCH TREE.  THE UNDERGROUND
 HE0903'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 HE0903'THE SURFACE OF THE GROUND.
 HE0903'
 HE0903'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRONAUGH NO
 HE0903'1 1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HE0903'6 INCHES.  IT IS 38.5 FEET WEST OF A TRIANGLE BLAZE ON THE
 HE0903'NORTH SIDE OF THE 12-INCH TREE, 19 FEET NORTH OF A TRIANGLE
 HE0903'BLAZE ON THE WEST SIDE OF THE 12-INCH TREE, 2 FEET NORTHWEST
 HE0903'OF A METAL WITNESS POST AND 2 FEET LOWER THAN THE STATION.
 HE0903'
 HE0903'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRONAUGH NO
 HE0903'2 1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HE0903'2 INCHES.  IT IS 72 FEET SOUTHWEST OF A METAL WITNESS POST,
 HE0903'58 FEET SOUTHWEST OF A TRIANGLE BLAZE ON THE WEST SIDE OF
 HE0903'THE 12-INCH TREE AND 2.8 FEET LOWER THAN THE STATION.
 HE0903'
 HE0903'AZIMUTH MARK, A STANDARD DISK STAMPED BRONAUGH 1960, IS
 HE0903'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT
 HE0903'IS 81 FEET NORTHWEST OF A 24-INCH OAK TREE, 2.6 FEET SOUTH
 HE0903'OF THE SOUTHWEST CORNER OF THE BUILDING AND 2 FEET WEST
 HE0903'OF A METAL WITNESS POST.
 HE0903'
 HE0903'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TENSION.
 HE0903
 HE0903                          STATION RECOVERY (1960)
 HE0903
 HE0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HE0903'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 HE0903'AZIMUTH MARK NOT CHECKED, BUT ITS METAL WITNESS POST VISIBLE FROM
 HE0903'STATION SITE.
 HE0903'
 HE0903'THE 1960 ROUTE DESCRIPTION WAS ADEQUATE.
 HE0903
 HE0903                          STATION RECOVERY (1965)
 HE0903
 HE0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 HE0903'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HE0903'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 HE0903'IS ADEQUATE FOR RECOVERY.
 HE0903
 HE0903                          STATION RECOVERY (1985)
 HE0903
 HE0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HE0903'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE0903'WERE ALL RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED
 HE0903'TO THE STATION 37 STREET.  THE DISTANCES AND DIRECTIONS TO THE
 HE0903'REFERENCE MARKS AGREED AS DID THE DIRECTION TO A DISTANT LANDMARK.  A
 HE0903'CHECK WAS OBTAINED TO THE AZIMUTH MARK BY USING A POLARIS OBSERVATION
 HE0903'TO STATION BRONAUGH 2 AND AN ANGLE OBTAINED FROM A SIDE ANGLE LINE
 HE0903'COMPUTATION. THE STATION AND REFERENCE MARKS ARE IN A MINING AREA FOR
 HE0903'COAL AND WILL PROBABLY BE DESTROYED DURING MINING OPERATIONS.  IF THE
 HE0903'SITE IS NOT MINED, IT WILL BE USED TO STORE TOPSOIL FOR RECLAMATION
 HE0903'PURPOSES ONCE MINING OPERATIONS ARE COMPLETED, AND THEREFORE WILL
 HE0903'BECOME BURIED TO AN UNKNOWN DEPTH.  CHANCES ARE REMOTE THAT THE SITE
 HE0903'WILL REMAIN UNDISTURBED. ACCORDINGLY, STATION BRONAUGH 2, AND
 HE0903'REFERENCE MARK 3, HAVE BEEN ESTABLISHED NEAR THE AZIMUTH MARK AND IN
 HE0903'AN AREA THAT WILL NOT BE MINED.  THE AZIMUTH MARK SERVES AS A
 HE0903'REFERENCE MARK FOR THE NEW STATION.  FOR FURTHER DETAILS, PLEASE SEE
 HE0903'THE DESCRIPTION TO STATION BRONAUGH 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8731 ***********************************************************************
 AJ8731  DESIGNATION -  BRONAUGH 2
 AJ8731  PID         -  AJ8731
 AJ8731  STATE/COUNTY-  MO/VERNON
 AJ8731  USGS QUAD   -  BRONAUGH (1962)
 AJ8731
 AJ8731                         *CURRENT SURVEY CONTROL
 AJ8731  ___________________________________________________________________
 AJ8731* NAD 83(1997)-  37 42 58.10995(N)    094 28 39.62941(W)     ADJUSTED  
 AJ8731* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 AJ8731  ___________________________________________________________________
 AJ8731  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AJ8731  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 AJ8731
 AJ8731  HORZ ORDER  -  THIRD
 AJ8731
 AJ8731.The horizontal coordinates were established by classical geodetic methods
 AJ8731.and adjusted by the National Geodetic Survey in April 2002..
 AJ8731
 AJ8731.The orthometric height was scaled from a topographic map.
 AJ8731
 AJ8731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8731
 AJ8731.The geoid height was determined by GEOID03.
 AJ8731
 AJ8731;                    North         East     Units Scale Factor Converg.
 AJ8731;SPC MO W     -   171,945.529   851,968.292   MT  0.99994122   +0 00 49.2
 AJ8731;UTM  15      - 4,175,348.633   369,761.954   MT  0.99980892   -0 54 14.7
 AJ8731
 AJ8731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8731!SPC MO W     -   0.99995826  x   0.99994122  =   0.99989948
 AJ8731!UTM  15      -   0.99995826  x   0.99980892  =   0.99976719
 AJ8731
 AJ8731                          SUPERSEDED SURVEY CONTROL
 AJ8731
 AJ8731.No superseded survey control is available for this station.
 AJ8731
 AJ8731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6976275349(NAD 83)
 AJ8731_MARKER: DB = BENCH MARK DISK
 AJ8731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8731_STAMPING: BRONAUGH 2 1985
 AJ8731_MARK LOGO: NGS   
 AJ8731_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8731+STABILITY: SURFACE MOTION
 AJ8731
 AJ8731  HISTORY     - Date     Condition        Report By
 AJ8731  HISTORY     - 1985     MONUMENTED       NGS
 AJ8731
 AJ8731                          STATION DESCRIPTION
 AJ8731
 AJ8731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (JAO)
 AJ8731'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH OF LISERAL, 16.1
 AJ8731'KM (10.00 MI) SOUTHWEST OF NEVADA, 2.8 KM (1.75 MI) NORTHWEST OF
 AJ8731'BRONAUGH AND ON PROPERTY OWNED BY KENNON SHAW, RURAL ROUTE, BRONAUGH,
 AJ8731'MISSOURI 64728.  THE PROPERTY IS LEASED BY THE CENTRAL WEST COAL
 AJ8731'CORPORATION, C MICHAEL MCCRATE, GENERAL MANAGER, POST OFFICE BOX 36,
 AJ8731'BRONAUGH, MISSOURI 64728.
 AJ8731'TO REACH THE STATION FROM THE POST OFFICE IN BRONAUGH, GO NORTH ON
 AJ8731'STATE HIGHWAY 43 FOR 0.16 KM (0.10 MI) TO THE JUNCTION WITH STATE ROAD
 AJ8731'N ON THE LEFT.  TURN LEFT AND GO WEST ON ROAD N FOR 0.32 KM (0.20 MI)
 AJ8731'TO A GRADED ROAD.  TURN RIGHT AND GO NORTH ON THE GRADED ROAD FOR 2.90
 AJ8731'KM (1.80 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRADED ROAD
 AJ8731'FOR 0.56 KM (0.35 MI) TO A GATE AND A FARM LANE ON THE LEFT.  TURN
 AJ8731'LEFT, PASS THROUGH THE GATE, AND GO SOUTH AND UPHILL ON THE GRAVELED
 AJ8731'FARM LANE FOR 0.56 KM (0.35 MI) TO AN OLD BARN AND THE STATION. THE
 AJ8731'STATION IS A STANDARD NGS DISK STAMPED BRONAUGH 2 1985, SET INTO THE
 AJ8731'TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES OR 30.0 CM IN DIAMETER
 AJ8731'FLUSH WITH GROUND LOCATED 137.5 FT (41.9 M) N FROM AN EAST WEST FENCE,
 AJ8731'71.2 FT (21.7 M) SW FROM THE SOUTHEAST CORNER OF AN OLD BARN, 58.5 FT
 AJ8731'(17.8 M) SSW FROM THE SOUTHWEST CORNER OF THE OLD BARN, 64.5 FT (19.7
 AJ8731'M) W FROM THE CENTER OF A GATE IN A NORTH-SOUTH FENCE, AND 2.4 FT (0.7
 AJ8731'M) NE FROM A WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS
 AJ8731'DISK STAMPED BRONAUGH 2 1985, SET INTO AN IRREGULAR MASS OF CONCRETE
 AJ8731'3.5 FT (1.1 M) BELOW THE STATION. REFERENCE MARK NO 3 IS A STANDARD
 AJ8731'NGS DISK STAMPED BRONAUGH 2 NO 3 1985, SET INTO THE TOP OF A ROUND
 AJ8731'CONCRETE MONUMENT 12.0 INCHES OR 30.0 CM IN DIAMETER FLUSH WITH GROUND
 AJ8731'LOCATED 73.0 FT (22.3 M) WSW OF THE SOUTHWEST CORNER OF THE OLD BARN,
 AJ8731'56.5 FT (17.2 M) NW FROM THE WITNESS POST, AND 1.0 FT (0.3 M) HIGHER
 AJ8731'THAN THE STATION. REFERENCE MARK NO 4 IS A STANDARD CGS AZ MK DISK
 AJ8731'STAMPED BRONAUGH 1960 SET INTO THE TOP OF A 12 INCH OR 30 CM SQUARE
 AJ8731'CONCRETE POST THAT PROJECTS 12 INCHES OR 30 CM ABOVE THE GROUND
 AJ8731'LOCATED 2.6 FT (0.8 M) S FROM THE SOUTHWEST CORNER OF THE OLD BARN,
 AJ8731'2.1 FT (0.6 M) W FROM AN OLD WITNESS POST, AND 2.0 FT (0.6 M) HIGHER
 AJ8731'THAN THE STATION.  THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK
 AJ8731'DUE TO TREES AND MINING OPERATIONS.  ABOUT 5 YEARS HENCE, MINING
 AJ8731'OPERATIONS WILL BE OVER AND AN AZIMUTH MARK CAN BE SET TO THE SOUTH.
 AJ8731'THERE IS A REMOTE POSSIBILITY THAT STATION BRONAUGH 1960, WILL SURVIVE
 AJ8731'AND CAN BE USED AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8734 ***********************************************************************
 AJ8734  DESIGNATION -  BRONAUGH 2 RM 3
 AJ8734  PID         -  AJ8734
 AJ8734  STATE/COUNTY-  MO/VERNON
 AJ8734  USGS QUAD   -  BRONAUGH (1962)
 AJ8734
 AJ8734                         *CURRENT SURVEY CONTROL
 AJ8734  ___________________________________________________________________
 AJ8734* NAD 83(1997)-  37 42 58.44988(N)    094 28 40.18535(W)     ADJUSTED  
 AJ8734* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 AJ8734  ___________________________________________________________________
 AJ8734  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AJ8734  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 AJ8734
 AJ8734  HORZ ORDER  -  THIRD
 AJ8734
 AJ8734.The horizontal coordinates were established by classical geodetic methods
 AJ8734.and adjusted by the National Geodetic Survey in April 2002..
 AJ8734
 AJ8734.The orthometric height was scaled from a topographic map.
 AJ8734
 AJ8734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8734
 AJ8734.The geoid height was determined by GEOID03.
 AJ8734
 AJ8734;                    North         East     Units Scale Factor Converg.
 AJ8734;SPC MO W     -   171,956.006   851,954.675   MT  0.99994122   +0 00 48.8
 AJ8734;UTM  15      - 4,175,359.325   369,748.507   MT  0.99980897   -0 54 15.1
 AJ8734
 AJ8734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8734!SPC MO W     -   0.99995842  x   0.99994122  =   0.99989965
 AJ8734!UTM  15      -   0.99995842  x   0.99980897  =   0.99976740
 AJ8734
 AJ8734                          SUPERSEDED SURVEY CONTROL
 AJ8734
 AJ8734.No superseded survey control is available for this station.
 AJ8734
 AJ8734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6974975359(NAD 83)
 AJ8734_MARKER: Z = SEE DESCRIPTION
 AJ8734_SETTING: 0 = UNSPECIFIED SETTING
 AJ8734_MARK LOGO: NGS   
 AJ8734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8734
 AJ8734  HISTORY     - Date     Condition        Report By
 AJ8734  HISTORY     - 1985     MONUMENTED       NGS
 AJ8734
 AJ8734                          STATION DESCRIPTION
 AJ8734
 AJ8734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AJ8734'SEE DESCRIPTION FOR BRONAUGH 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8721 ***********************************************************************
 AJ8721  DESIGNATION -  BRONAUGH AZ MK
 AJ8721  PID         -  AJ8721
 AJ8721  STATE/COUNTY-  MO/VERNON
 AJ8721  USGS QUAD   -  BRONAUGH (1962)
 AJ8721
 AJ8721                         *CURRENT SURVEY CONTROL
 AJ8721  ___________________________________________________________________
 AJ8721* NAD 83(1997)-  37 42 58.60269(N)    094 28 39.29747(W)     ADJUSTED  
 AJ8721* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 AJ8721  ___________________________________________________________________
 AJ8721  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AJ8721  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 AJ8721
 AJ8721  HORZ ORDER  -  THIRD
 AJ8721
 AJ8721.The horizontal coordinates were established by classical geodetic methods
 AJ8721.and adjusted by the National Geodetic Survey in April 2002..
 AJ8721
 AJ8721.The orthometric height was scaled from a topographic map.
 AJ8721
 AJ8721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8721
 AJ8721.The geoid height was determined by GEOID03.
 AJ8721
 AJ8721;                    North         East     Units Scale Factor Converg.
 AJ8721;SPC MO W     -   171,960.722   851,976.418   MT  0.99994122   +0 00 49.4
 AJ8721;UTM  15      - 4,175,363.692   369,770.320   MT  0.99980890   -0 54 14.5
 AJ8721
 AJ8721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8721!SPC MO W     -   0.99995827  x   0.99994122  =   0.99989949
 AJ8721!UTM  15      -   0.99995827  x   0.99980890  =   0.99976718
 AJ8721
 AJ8721                          SUPERSEDED SURVEY CONTROL
 AJ8721
 AJ8721.No superseded survey control is available for this station.
 AJ8721
 AJ8721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6977075364(NAD 83)
 AJ8721_MARKER: Z = SEE DESCRIPTION
 AJ8721_SETTING: 0 = UNSPECIFIED SETTING
 AJ8721_MARK LOGO: CGS   
 AJ8721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8721
 AJ8721  HISTORY     - Date     Condition        Report By
 AJ8721  HISTORY     - 1960     MONUMENTED       CGS
 AJ8721  HISTORY     - 19850101 GOOD             NGS
 AJ8721
 AJ8721                          STATION DESCRIPTION
 AJ8721
 AJ8721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AJ8721'SEE DESCRIPTION FOR BRONAUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8722 ***********************************************************************
 AJ8722  DESIGNATION -  BRONAUGH RM 1
 AJ8722  PID         -  AJ8722
 AJ8722  STATE/COUNTY-  MO/VERNON
 AJ8722  USGS QUAD   -  BRONAUGH (1962)
 AJ8722
 AJ8722                         *CURRENT SURVEY CONTROL
 AJ8722  ___________________________________________________________________
 AJ8722* NAD 83(1997)-  37 42 40.97676(N)    094 28 37.59902(W)     ADJUSTED  
 AJ8722* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 AJ8722  ___________________________________________________________________
 AJ8722  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AJ8722  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 AJ8722
 AJ8722  HORZ ORDER  -  THIRD
 AJ8722
 AJ8722.The horizontal coordinates were established by classical geodetic methods
 AJ8722.and adjusted by the National Geodetic Survey in April 2002..
 AJ8722
 AJ8722.The orthometric height was scaled from a topographic map.
 AJ8722
 AJ8722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8722
 AJ8722.The geoid height was determined by GEOID03.
 AJ8722
 AJ8722;                    North         East     Units Scale Factor Converg.
 AJ8722;SPC MO W     -   171,417.341   852,018.146   MT  0.99994123   +0 00 50.4
 AJ8722;UTM  15      - 4,174,819.785   369,803.336   MT  0.99980879   -0 54 13.1
 AJ8722
 AJ8722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8722!SPC MO W     -   0.99995827  x   0.99994123  =   0.99989950
 AJ8722!UTM  15      -   0.99995827  x   0.99980879  =   0.99976706
 AJ8722
 AJ8722                          SUPERSEDED SURVEY CONTROL
 AJ8722
 AJ8722.No superseded survey control is available for this station.
 AJ8722
 AJ8722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6980374820(NAD 83)
 AJ8722_MARKER: Z = SEE DESCRIPTION
 AJ8722_SETTING: 0 = UNSPECIFIED SETTING
 AJ8722_MARK LOGO: CGS   
 AJ8722_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8722
 AJ8722  HISTORY     - Date     Condition        Report By
 AJ8722  HISTORY     - 1960     MONUMENTED       CGS
 AJ8722  HISTORY     - 19850101 GOOD             NGS
 AJ8722
 AJ8722                          STATION DESCRIPTION
 AJ8722
 AJ8722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AJ8722'SEE DESCRIPTION FOR BRONAUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8726 ***********************************************************************
 AJ8726  DESIGNATION -  BRONAUGH RM 2
 AJ8726  PID         -  AJ8726
 AJ8726  STATE/COUNTY-  MO/VERNON
 AJ8726  USGS QUAD   -  BRONAUGH (1962)
 AJ8726
 AJ8726                         *CURRENT SURVEY CONTROL
 AJ8726  ___________________________________________________________________
 AJ8726* NAD 83(1997)-  37 42 40.40538(N)    094 28 38.15617(W)     ADJUSTED  
 AJ8726* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 AJ8726  ___________________________________________________________________
 AJ8726  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AJ8726  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 AJ8726
 AJ8726  HORZ ORDER  -  THIRD
 AJ8726
 AJ8726.The horizontal coordinates were established by classical geodetic methods
 AJ8726.and adjusted by the National Geodetic Survey in April 2002..
 AJ8726
 AJ8726.The orthometric height was scaled from a topographic map.
 AJ8726
 AJ8726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8726
 AJ8726.The geoid height was determined by GEOID03.
 AJ8726
 AJ8726;                    North         East     Units Scale Factor Converg.
 AJ8726;SPC MO W     -   171,399.723   852,004.505   MT  0.99994123   +0 00 50.1
 AJ8726;UTM  15      - 4,174,802.390   369,789.416   MT  0.99980883   -0 54 13.5
 AJ8726
 AJ8726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8726!SPC MO W     -   0.99995827  x   0.99994123  =   0.99989950
 AJ8726!UTM  15      -   0.99995827  x   0.99980883  =   0.99976710
 AJ8726
 AJ8726                          SUPERSEDED SURVEY CONTROL
 AJ8726
 AJ8726.No superseded survey control is available for this station.
 AJ8726
 AJ8726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6978974802(NAD 83)
 AJ8726_MARKER: Z = SEE DESCRIPTION
 AJ8726_SETTING: 0 = UNSPECIFIED SETTING
 AJ8726_MARK LOGO: CGS   
 AJ8726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8726
 AJ8726  HISTORY     - Date     Condition        Report By
 AJ8726  HISTORY     - 1960     MONUMENTED       CGS
 AJ8726  HISTORY     - 19850101 GOOD             NGS
 AJ8726
 AJ8726                          STATION DESCRIPTION
 AJ8726
 AJ8726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AJ8726'SEE DESCRIPTION FOR BRONAUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0862 ***********************************************************************
 HC0862  DESIGNATION -  BRONSON
 HC0862  PID         -  HC0862
 HC0862  STATE/COUNTY-  MO/PHELPS
 HC0862  USGS QUAD   -  SEATON (1985)
 HC0862
 HC0862                         *CURRENT SURVEY CONTROL
 HC0862  ___________________________________________________________________
 HC0862* NAD 83(1997)-  37 48 35.11507(N)    091 33 33.73489(W)     ADJUSTED  
 HC0862* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 HC0862  ___________________________________________________________________
 HC0862  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 HC0862  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HC0862
 HC0862  HORZ ORDER  -  SECOND
 HC0862
 HC0862.The horizontal coordinates were established by classical geodetic methods
 HC0862.and adjusted by the National Geodetic Survey in February 2000..
 HC0862
 HC0862.The orthometric height was scaled from a topographic map.
 HC0862
 HC0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0862
 HC0862.The geoid height was determined by GEOID03.
 HC0862
 HC0862;                    North         East     Units Scale Factor Converg.
 HC0862;SPC MO C     -   219,734.180   582,826.165   MT  1.00001780   +0 34 36.0
 HC0862;SPC MO E     -   219,846.066   156,717.879   MT  1.00004047   -0 38 58.1
 HC0862;UTM  15      - 4,185,684.666   626,812.802   MT  0.99979807   +0 52 59.8
 HC0862
 HC0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0862!SPC MO C     -   0.99994655  x   1.00001780  =   0.99996435
 HC0862!SPC MO E     -   0.99994655  x   1.00004047  =   0.99998701
 HC0862!UTM  15      -   0.99994655  x   0.99979807  =   0.99974463
 HC0862
 HC0862:                Primary Azimuth Mark                     Grid Az
 HC0862:SPC MO C     -  BRONSON AZ MK                            001 04 28.6
 HC0862:SPC MO E     -  BRONSON AZ MK                            002 18 02.7
 HC0862:UTM  15      -  BRONSON AZ MK                            000 46 04.8
 HC0862
 HC0862|---------------------------------------------------------------------|
 HC0862| PID    Reference Object                     Distance      Geod. Az  |
 HC0862|                                                           dddmmss.s |
 HC0862| CN5773 BRONSON AZ MK                                      0013904.6 |
 HC0862| CN5777 BRONSON RM 4                         23.363 METERS 00139     |
 HC0862| HC0864 BRONSON AZ MK RESET                 347.895 METERS 00158     |
 HC0862| CN5774 BRONSON RM 1                         29.633 METERS 03748     |
 HC0862| CN5775 BRONSON RM 2                         32.857 METERS 14205     |
 HC0862| CN5776 BRONSON RM 3                         16.282 METERS 26138     |
 HC0862|---------------------------------------------------------------------|
 HC0862
 HC0862                          SUPERSEDED SURVEY CONTROL
 HC0862
 HC0862  NAD 83(1986)-  37 48 35.12992(N)    091 33 33.73258(W) AD(       ) 2
 HC0862  NAD 27      -  37 48 34.97700(N)    091 33 33.18700(W) AD(       ) 2
 HC0862
 HC0862.Superseded values are not recommended for survey control.
 HC0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0862.See file dsdata.txt to determine how the superseded data were derived.
 HC0862
 HC0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB2681385685(NAD 83)
 HC0862_MARKER: DD = SURVEY DISK
 HC0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0862+STABILITY: SURFACE MOTION
 HC0862
 HC0862  HISTORY     - Date     Condition        Report By
 HC0862  HISTORY     - 1947     MONUMENTED       CGS
 HC0862  HISTORY     - 1975     GOOD             NGS
 HC0862
 HC0862                          STATION DESCRIPTION
 HC0862
 HC0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0862'THE STATION IS LOCATED ABOUT 13-1/2 MILES SOUTH-SOUTHEAST OF
 HC0862'ST. JAMES, ABOUT 11-1/2 MILES NORTH-NORTHWEST OF SALEM, ON
 HC0862'PROPERTY OWNED BY MR. L.G. BRONSON.  IT IS 41 FEET SOUTH OF A
 HC0862'TRIANGLE BLAZED, 16 INCH OAK TREE, 39 FEET WEST OF THE
 HC0862'CENTERLINE OF STATE HIGHWAY 68, AND 6.4 FEET WEST-NORTHWEST OF
 HC0862'A WITNESS POST.  THE DISK IS STAMPED BRONSON 1947 AND PROJECTS
 HC0862'6 INCHES.
 HC0862'
 HC0862'REFERENCE MARK NO. 1 IS 97.22 FEET NORTHEAST OF THE STATION, AND
 HC0862'25 FEET EAST OF THE CENTERLINE OF HIGHWAY 68.  THE DISK IS
 HC0862'STAMPED BRONSON NO 1 1947 AND PROJECTS 4 INCHES.
 HC0862'
 HC0862'REFERENCE MARK NO. 2 IS 107.80 FEET SOUTHEAST OF THE STATION,
 HC0862'AND 23 FEET EAST OF THE CENTERLINE OF HIGHWAY 68.  THE DISK
 HC0862'IS STAMPED BRONSON NO 2 1947 AND PROJECTS 4 INCHES.
 HC0862'
 HC0862'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH OF THE STATION,
 HC0862'48 FEET SOUTH-SOUTHEAST OF A HIGHWAY SCHOOL ZONE SIGN, 24 FEET
 HC0862'EAST OF THE CENTERLINE OF HIGHWAY 68, AND DIRECTLY ACROSS THE
 HC0862'ROAD FROM AN OLD FRAME HOUSE.  THE DISK IS STAMPED BRONSON 1947
 HC0862'AND PROJECTS 6 INCHES.
 HC0862'
 HC0862'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 HC0862'HIGHWAY 68 IN ST. JAMES, GO SOUTH ON STATE HIGHWAY 68 FOR 15.4 MILES
 HC0862'TO A SCHOOL HOUSE ON THE LEFT.  CONTINUE SOUTH FOR 0.1 MILE TO THE
 HC0862'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  HERE CONTINUE SOUTH FOR
 HC0862'0.2 MILE TO A SIDE ROAD RIGHT AND THE STATION ON THE RIGHT
 HC0862'AS DESCRIBED.
 HC0862'
 HC0862'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 HC0862
 HC0862                          STATION RECOVERY (1975)
 HC0862
 HC0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HC0862'THE STATION MARK WAS RECOVERED AND FOUND IN FAIR CONDITION.  THE
 HC0862'AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND LYING ON TOP THE
 HC0862'GROUND AND REFERENCE MARK 2 WAS FOUND TILTED OUT OF POSITION AND
 HC0862'EXPOSED ON ITS WEST SIDE.  REFERENCE MARKS 3 AND 4 WERE
 HC0862'ESTABLISHED AND THE AZIMUTH MARK CONCRETE MONUMENT WAS RESET AND
 HC0862'THE DISK RESTAMPED.  A POLARIS OBSERVATION WAS MADE 7-16-75,
 HC0862'ABOUT 5 MONTHS AFTER THE AZIMUTH MARK HAD BEEN RESET.  FOLLOWING
 HC0862'IS A NEW COMPLETE DESCRIPTION--
 HC0862'
 HC0862'THE STATION IS LOCATED ABOUT 13-1/2 MILES SOUTH-SOUTHEAST OF ST
 HC0862'JAMES, ABOUT 11-1/2 MILES NORTH-NORTHWEST OF SALEM AND IN THE
 HC0862'SOUTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 68 AND COUNTY
 HC0862'ROUTE JJ.
 HC0862'
 HC0862'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 44 AND STATE
 HC0862'HIGHWAY 68 AT THE NORTH EDGE OF ST JAMES, GO SOUTHERLY ON HIGHWAY
 HC0862'68 FOR 16.0 MILES TO COUNTY ROUTE JJ AND THE STATION ON THE
 HC0862'RIGHT.
 HC0862'
 HC0862'THE STATION MARK IS A STANDARD DISK STAMPED BRONSON 1947, SET IN
 HC0862'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 HC0862'AND IS CHIPPED.  IT IS 38.6 FEET WEST OF THE CENTER OF HIGHWAY 68,
 HC0862'31 FEET SOUTH OF THE CENTER OF ROUTE JJ AND 1.8 FEET WEST OF A
 HC0862'METAL WITNESS POST.  THE UNDERGROUND STATION MARK WAS NOT
 HC0862'INSPECTED THIS DATE.
 HC0862'
 HC0862'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 HC0862'BRONSON 1947 NO 3 1975 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HC0862'27.5 FEET SOUTH OF THE CENTER OF ROUTE JJ AND 0.9 FOOT NORTH OF
 HC0862'A METAL WITNESS POST.
 HC0862'
 HC0862'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 HC0862'BRONSON 1947 NO 4 1975 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HC0862'47 FEET NORTH OF THE CENTER OF ROUTE JJ, 33 FEET WEST OF THE CENTER
 HC0862'OF HIGHWAY 68 AND 1.1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 HC0862'
 HC0862'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRONSON 1947 RESET
 HC0862'1975, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 HC0862'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 86 FEET NORTH
 HC0862'OF THE CENTER OF A GRAVELED ROAD, 31.5 FEET EAST OF THE CENTER OF
 HC0862'HIGHWAY 68, 1.6 FEET NORTH OF A METAL WITNESS POST AND EAST
 HC0862'ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF AN OLD
 HC0862'FRAME BUILDING.
 HC0862'
 HC0862'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON HIGHWAY
 HC0862'68 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HC0862'
 HC0862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11-1/2 MILES
 HC0862'NNW OF SALEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1147 ***********************************************************************
 KD1147  DESIGNATION -  BROOKFIELD BROWN SHOE FACT STK
 KD1147  PID         -  KD1147
 KD1147  STATE/COUNTY-  MO/LINN
 KD1147  USGS QUAD   -  BROOKFIELD (1984)
 KD1147
 KD1147                         *CURRENT SURVEY CONTROL
 KD1147  ___________________________________________________________________
 KD1147* NAD 83(1997)-  39 47 09.71598(N)    093 03 52.57197(W)     ADJUSTED  
 KD1147* NAVD 88     -                                                        
 KD1147  ___________________________________________________________________
 KD1147  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 KD1147  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD1147
 KD1147  HORZ ORDER  -  THIRD
 KD1147
 KD1147.The horizontal coordinates were established by classical geodetic methods
 KD1147.and adjusted by the National Geodetic Survey in February 2000..
 KD1147
 KD1147
 KD1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1147
 KD1147.The geoid height was determined by GEOID03.
 KD1147
 KD1147;                    North         East     Units Scale Factor Converg.
 KD1147;SPC MO C     -   438,845.109   451,639.278   MT  0.99996212   -0 21 40.7
 KD1147;UTM  15      - 4,404,011.323   494,468.306   MT  0.99960038   -0 02 28.8
 KD1147
 KD1147                          SUPERSEDED SURVEY CONTROL
 KD1147
 KD1147  NAD 83(1997)-  39 47 09.71598(N)    093 03 52.57405(W) AD(       ) 4
 KD1147  NAD 83(1986)-  39 47 09.71762(N)    093 03 52.57594(W) AD(       ) 4
 KD1147  NAD 27      -  39 47 09.63200(N)    093 03 51.86400(W) AD(       ) 3
 KD1147
 KD1147.Superseded values are not recommended for survey control.
 KD1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1147.See file dsdata.txt to determine how the superseded data were derived.
 KD1147
 KD1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE9446804011(NAD 83)
 KD1147_MARKER: 63 = STACK
 KD1147
 KD1147  HISTORY     - Date     Condition        Report By
 KD1147  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1147  HISTORY     - 1935     GOOD             CGS
 KD1147
 KD1147                          STATION DESCRIPTION
 KD1147
 KD1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1147'LOCATED IN THE SE PART OF THE CITY OF BROOKFIELD, 1 BLOCK S OF
 KD1147'RAILROAD YARDS AND 4 BLOCKS E OF MAIN STREET, IN LOT 12, BLOCK
 KD1147'16, CLARKS ADDITION, 100 FEET S OF EAST HELM STREET, 10 FEET E OF
 KD1147'FACTORY POWER PLANT BUILDING, AND 30 FEET WSW OF FACTORY WATER
 KD1147'TOWER.  SMOKESTACK IS OF CONCRETE CONSTRUCTION, 8 FEET IN
 KD1147'DIAMETER AT BASE, 150 FEET IN HEIGHT, AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1149 ***********************************************************************
 KD1149  DESIGNATION -  BROOKFIELD CATHOLIC CH SPIRE
 KD1149  PID         -  KD1149
 KD1149  STATE/COUNTY-  MO/LINN
 KD1149  USGS QUAD   -  BROOKFIELD (1984)
 KD1149
 KD1149                         *CURRENT SURVEY CONTROL
 KD1149  ___________________________________________________________________
 KD1149* NAD 83(1997)-  39 47 16.44292(N)    093 04 36.33862(W)     ADJUSTED  
 KD1149* NAVD 88     -                                                        
 KD1149  ___________________________________________________________________
 KD1149  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 KD1149  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD1149
 KD1149  HORZ ORDER  -  THIRD
 KD1149
 KD1149.The horizontal coordinates were established by classical geodetic methods
 KD1149.and adjusted by the National Geodetic Survey in February 2000..
 KD1149
 KD1149
 KD1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1149
 KD1149.The geoid height was determined by GEOID03.
 KD1149
 KD1149;                    North         East     Units Scale Factor Converg.
 KD1149;SPC MO C     -   439,059.205   450,599.273   MT  0.99996337   -0 22 08.8
 KD1149;UTM  15      - 4,404,219.533   493,427.500   MT  0.99960053   -0 02 56.8
 KD1149
 KD1149                          SUPERSEDED SURVEY CONTROL
 KD1149
 KD1149  NAD 83(1997)-  39 47 16.44286(N)    093 04 36.33994(W) AD(       ) 4
 KD1149  NAD 83(1986)-  39 47 16.44450(N)    093 04 36.34224(W) AD(       ) 4
 KD1149  NAD 27      -  39 47 16.35700(N)    093 04 35.62300(W) AD(       ) 3
 KD1149
 KD1149.Superseded values are not recommended for survey control.
 KD1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1149.See file dsdata.txt to determine how the superseded data were derived.
 KD1149
 KD1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE9342704220(NAD 83)
 KD1149_MARKER: 90 = CHURCH SPIRE
 KD1149
 KD1149  HISTORY     - Date     Condition        Report By
 KD1149  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1149  HISTORY     - 1935     GOOD             CGS
 KD1149
 KD1149                          STATION DESCRIPTION
 KD1149
 KD1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1149'LOCATED NEAR CENTER PART OF THE CITY OF BROOKFIELD, 1 BLOCK
 KD1149'W OF MAIN STREET, IN BLOCK 4 OF ORIGINAL TOWN.  SPIRE IS 50 FEET
 KD1149'W OF N LIVINGSTON STREET AND 100 FEET S OF W JOHN STREET.  CHURCH
 KD1149'AND SPIRE WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1150 ***********************************************************************
 KD1150  DESIGNATION -  BROOKFIELD CITY STANDPIPE
 KD1150  PID         -  KD1150
 KD1150  STATE/COUNTY-  MO/LINN
 KD1150  USGS QUAD   -  BROOKFIELD (1984)
 KD1150
 KD1150                         *CURRENT SURVEY CONTROL
 KD1150  ___________________________________________________________________
 KD1150* NAD 83(1997)-  39 47 44.23135(N)    093 04 32.56577(W)     ADJUSTED  
 KD1150* NAVD 88     -                                                        
 KD1150  ___________________________________________________________________
 KD1150  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 KD1150  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD1150
 KD1150  HORZ ORDER  -  THIRD
 KD1150
 KD1150.The horizontal coordinates were established by classical geodetic methods
 KD1150.and adjusted by the National Geodetic Survey in February 2000..
 KD1150
 KD1150
 KD1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1150
 KD1150.The geoid height was determined by GEOID03.
 KD1150
 KD1150;                    North         East     Units Scale Factor Converg.
 KD1150;SPC MO C     -   439,915.625   450,694.550   MT  0.99996325   -0 22 06.6
 KD1150;UTM  15      - 4,405,076.160   493,517.958   MT  0.99960052   -0 02 54.5
 KD1150
 KD1150                          SUPERSEDED SURVEY CONTROL
 KD1150
 KD1150  NAD 83(1997)-  39 47 44.23107(N)    093 04 32.56664(W) AD(       ) 4
 KD1150  NAD 83(1986)-  39 47 44.23293(N)    093 04 32.56881(W) AD(       ) 4
 KD1150  NAD 27      -  39 47 44.14100(N)    093 04 31.86700(W) AD(       ) 3
 KD1150
 KD1150.Superseded values are not recommended for survey control.
 KD1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1150.See file dsdata.txt to determine how the superseded data were derived.
 KD1150
 KD1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE9351805076(NAD 83)
 KD1150_MARKER: 52 = STANDPIPE TANK
 KD1150
 KD1150  HISTORY     - Date     Condition        Report By
 KD1150  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1150  HISTORY     - 1935     GOOD             CGS
 KD1150
 KD1150                          STATION DESCRIPTION
 KD1150
 KD1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1150'LOCATED IN THE N PART OF THE CITY OF BROOKFIELD, 2 BLOCKS N OF
 KD1150'THE BROOKFIELD HIGH SCHOOL, LOT 10, BLOCK 53, MILES SUBDIVISION N,
 KD1150'80 FEET E OF N MAIN STREET, 200 FEET S OF PRATT STREET.  STANDPIPE
 KD1150'IS 15 FEET IN DIAMETER, 115 FEET IN HEIGHT AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1148 ***********************************************************************
 KD1148  DESIGNATION -  BROOKFIELD ELEC PWR PLANT STK
 KD1148  PID         -  KD1148
 KD1148  STATE/COUNTY-  MO/LINN
 KD1148  USGS QUAD   -  BROOKFIELD (1984)
 KD1148
 KD1148                         *CURRENT SURVEY CONTROL
 KD1148  ___________________________________________________________________
 KD1148* NAD 83(1997)-  39 47 09.05063(N)    093 04 43.43419(W)     ADJUSTED  
 KD1148* NAVD 88     -                                                        
 KD1148  ___________________________________________________________________
 KD1148  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 KD1148  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD1148
 KD1148  HORZ ORDER  -  THIRD
 KD1148
 KD1148.The horizontal coordinates were established by classical geodetic methods
 KD1148.and adjusted by the National Geodetic Survey in February 2000..
 KD1148
 KD1148
 KD1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1148
 KD1148.The geoid height was determined by GEOID03.
 KD1148
 KD1148;                    North         East     Units Scale Factor Converg.
 KD1148;SPC MO C     -   438,832.316   450,428.979   MT  0.99996357   -0 22 13.3
 KD1148;UTM  15      - 4,403,991.779   493,258.537   MT  0.99960056   -0 03 01.4
 KD1148
 KD1148                          SUPERSEDED SURVEY CONTROL
 KD1148
 KD1148  NAD 83(1997)-  39 47 09.05070(N)    093 04 43.43552(W) AD(       ) 4
 KD1148  NAD 83(1986)-  39 47 09.05227(N)    093 04 43.43780(W) AD(       ) 4
 KD1148  NAD 27      -  39 47 08.96900(N)    093 04 42.73100(W) AD(       ) 3
 KD1148
 KD1148.Superseded values are not recommended for survey control.
 KD1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1148.See file dsdata.txt to determine how the superseded data were derived.
 KD1148
 KD1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE9325903992(NAD 83)
 KD1148_MARKER: 63 = STACK
 KD1148
 KD1148  HISTORY     - Date     Condition        Report By
 KD1148  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1148  HISTORY     - 1935     GOOD             CGS
 KD1148
 KD1148                          STATION DESCRIPTION
 KD1148
 KD1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1148'LOCATED IN W PART OF CITY OF BROOKFIELD, 3 BLOCKS W OF MAIN
 KD1148'STREET, AND ABOUT 1 BLOCK N OF RAILROAD TRACKS, ON LINE BETWEEN
 KD1148'LOTS 5 AND 6, BLOCK 45, IN ORIGINAL TOWN, 100 FEET W OF N CLINTON
 KD1148'STREET AND 80 FEET N OF W BROOKS STREET, 9 FEET W OF N WING AND
 KD1148'12 FEET N OF W WING OF POWER PLANT BUILDING.  SMOKESTACK IS OF
 KD1148'CONCRETE CONSTRUCTION, 8 FEET IN DIAMETER AT BASE, 145 FEET IN
 KD1148'HEIGHT AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1318 ***********************************************************************
 HD1318  DESIGNATION -  BROOKLINE
 HD1318  PID         -  HD1318
 HD1318  STATE/COUNTY-  MO/GREENE
 HD1318  USGS QUAD   -  BROOKLINE (1975)
 HD1318
 HD1318                         *CURRENT SURVEY CONTROL
 HD1318  ___________________________________________________________________
 HD1318* NAD 83(1997)-  37 08 23.64526(N)    093 26 28.22172(W)     ADJUSTED  
 HD1318* NAVD 88     -       391.003  (meters)    1282.82   (feet)  ADJUSTED  
 HD1318  ___________________________________________________________________
 HD1318  X           -    -305,575.968 (meters)                     COMP
 HD1318  Y           -  -5,081,743.345 (meters)                     COMP
 HD1318  Z           -   3,829,999.867 (meters)                     COMP
 HD1318  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 HD1318  ELLIP HEIGHT-         361.76  (meters)          (02/17/00) GPS OBS
 HD1318  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HD1318  DYNAMIC HT  -         390.685 (meters)    1281.77  (feet)  COMP
 HD1318  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 HD1318
 HD1318  HORZ ORDER  -  FIRST
 HD1318  VERT ORDER  -  FIRST     CLASS II
 HD1318  ELLP ORDER  -  FOURTH    CLASS I
 HD1318
 HD1318.The horizontal coordinates were established by GPS observations
 HD1318.and adjusted by the National Geodetic Survey in February 2000..
 HD1318
 HD1318.The orthometric height was determined by differential leveling
 HD1318.and adjusted by the National Geodetic Survey in June 1991..
 HD1318
 HD1318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1318
 HD1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1318
 HD1318.The ellipsoidal height was determined by GPS observations
 HD1318.and is referenced to NAD 83.
 HD1318
 HD1318.The geoid height was determined by GEOID03.
 HD1318
 HD1318.The dynamic height is computed by dividing the NAVD 88
 HD1318.geopotential number by the normal gravity value computed on the
 HD1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1318.degrees latitude (g = 980.6199 gals.).
 HD1318
 HD1318.The modeled gravity was interpolated from observed gravity values.
 HD1318
 HD1318;                    North         East     Units Scale Factor Converg.
 HD1318;SPC MO C     -   145,392.334   416,382.926   MT  1.00001943   -0 34 05.8
 HD1318;SPC MO W     -   108,519.480   944,070.965   MT  1.00005015   +0 38 21.6
 HD1318;UTM  15      - 4,110,483.356   460,818.117   MT  0.99961891   -0 15 58.9
 HD1318
 HD1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1318!SPC MO C     -   0.99994323  x   1.00001943  =   0.99996266
 HD1318!SPC MO W     -   0.99994323  x   1.00005015  =   0.99999338
 HD1318!UTM  15      -   0.99994323  x   0.99961891  =   0.99956216
 HD1318
 HD1318|---------------------------------------------------------------------|
 HD1318| PID    Reference Object                     Distance      Geod. Az  |
 HD1318|                                                           dddmmss.s |
 HD1318| CN5779 BROOKLINE RM 1                       29.772 METERS 05842     |
 HD1318| CN5780 BROOKLINE RM 2                       26.091 METERS 23948     |
 HD1318| CN5778 BROOKLINE AZ MK                                    2510521.5 |
 HD1318|---------------------------------------------------------------------|
 HD1318
 HD1318                          SUPERSEDED SURVEY CONTROL
 HD1318
 HD1318  NAD 83(1997)-  37 08 23.64538(N)    093 26 28.22167(W) AD(       ) 1
 HD1318  NAD 83(1986)-  37 08 23.65726(N)    093 26 28.22233(W) AD(       ) 1
 HD1318  NAD 83(1997)-  37 08 23.65580(N)    093 26 28.22283(W) AD(       ) 2
 HD1318  NAD 83(1986)-  37 08 23.65683(N)    093 26 28.22229(W) AD(       ) 2
 HD1318  NAD 27      -  37 08 23.46630(N)    093 26 27.52740(W) AD(       ) 2
 HD1318  NAVD 88 (03/04/97)  391.00   (m)         1282.8    (f) LEVELING    3  
 HD1318  NGVD 29 (10/05/93)  390.848  (m)         1282.31   (f) ADJUSTED    1 2
 HD1318
 HD1318.Superseded values are not recommended for survey control.
 HD1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1318.See file dsdata.txt to determine how the superseded data were derived.
 HD1318
 HD1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6081810483(NAD 83)
 HD1318_MARKER: DS = TRIANGULATION STATION DISK
 HD1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1318_SP_SET: CONCRETE POST
 HD1318_STAMPING: BROOKLINE 1960
 HD1318_MARK LOGO: CGS   
 HD1318_PROJECTION: FLUSH
 HD1318_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1318+STABILITY: SURFACE MOTION
 HD1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1318+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 HD1318
 HD1318  HISTORY     - Date     Condition        Report By
 HD1318  HISTORY     - 1960     MONUMENTED       CGS
 HD1318  HISTORY     - 1960     GOOD             CGS
 HD1318  HISTORY     - 19891127 GOOD             NGS
 HD1318  HISTORY     - 19960823 GOOD             MODNR
 HD1318  HISTORY     - 19961119 POOR             MODNR
 HD1318
 HD1318                          STATION DESCRIPTION
 HD1318
 HD1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1318'THE STATION IS ALONG THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAYS
 HD1318'60 AND 166, ABOUT 2-1/2 MILES NORTHEAST OF THE CENTER OF
 HD1318'REPUBLIC AND IN THE NORTHEAST QUARTER OF SECTION 16, T 28 N.,
 HD1318'R 23 W.
 HD1318'
 HD1318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND
 HD1318'166 AND STATE HIGHWAY 13 ABOUT 1.0 MILE NORTHEAST OF THE CENTER
 HD1318'OF REPUBLIC, GO NORTHEAST ON HIGHWAYS 60, 166 AND 13 FOR 1.1
 HD1318'MILES TO THE AZIMUTH MARK ON THE NORTH RIGHT-OF-WAY OF THE
 HD1318'HIGHWAY.  CONTINUE NORTHEAST ON HIGHWAYS 60, 166 AND 13 FOR 0.3
 HD1318'MILE TO A GRAVEL SIDE ROAD ON THE RIGHT AND THE STATION ON
 HD1318'THE RIGHT.
 HD1318'
 HD1318'STATION MARKS ARE STANDARD DISKS STAMPED BROOKLINE 1960.
 HD1318'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HD1318'THE SURFACE OF THE GROUND.  IT IS 166.5 FEET NORTH OF A 30-INCH
 HD1318'OAK TREE, 75.5 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTH
 HD1318'LANE OF THE HIGHWAY, 56 FEET SOUTHWEST OF THE CENTER OF THE
 HD1318'GRAVEL SIDE ROAD AND 53 FEET SOUTH OF THE SOUTHWEST END OF A
 HD1318'METAL CULVERT.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HD1318'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 HD1318'
 HD1318'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BROOKLINE NO
 HD1318'1 1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HD1318'OF THE GROUND.  IT IS 66.5 FEET SOUTHEAST OF THE CENTER LINE
 HD1318'OF THE SOUTH LANE OF THE HIGHWAY, 41 FEET NORTHEAST OF THE
 HD1318'CENTER OF THE GRAVEL SIDE ROAD, 2 FEET SOUTH OF A CORNER
 HD1318'FENCE POST AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 HD1318'
 HD1318'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BROOKLINE NO
 HD1318'2 1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HD1318'OF THE GROUND.  IT IS ALONG THE SOUTH RIGHT-OF-WAY OF THE
 HD1318'HIGHWAY, 140.5 FEET NORTHWEST OF THE 30-INCH OAK TREE AND 81.5
 HD1318'FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF THE
 HD1318'HIGHWAY.
 HD1318'
 HD1318'AZIMUTH MARK, A STANDARD DISK STAMPED BROOKLINE 1960, IS SET
 HD1318'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HD1318'GROUND.  IT IS 64 FEET NORTHWEST OF THE CENTER LINE OF THE
 HD1318'NORTH LANE OF THE HIGHWAY, 58.5 FEET SOUTHEAST OF THE SOUTH
 HD1318'RAIL OF THE RAILROAD TRACKS, 31.5 FEET SOUTH OF A TELEGRAPH
 HD1318'POLE AND 1.5 FEET EAST OF A METAL WITNESS POST.
 HD1318'
 HD1318'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HD1318'
 HD1318'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HD1318
 HD1318                          STATION RECOVERY (1960)
 HD1318
 HD1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HD1318'RECOVERED IN GOOD CONDITION.
 HD1318
 HD1318                          STATION RECOVERY (1989)
 HD1318
 HD1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD1318'2.3 KM (1.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 60 FROM THE
 HD1318'JUNCTION OF STATE HIGHWAY 13 IN REPUBLIC, 49.4 M (162.1 FT) SOUTHEAST
 HD1318'OF THE NORTHEAST CORNER OF A METAL BUILDING AT A SEWAGE TREATMENT
 HD1318'PLANT, 23.1 M (75.8 FT) SOUTHEAST OF THE CENTER OF THE SOUTHBOUND
 HD1318'LANES OF THE HIGHWAY, 17.1 M (56.1 FT) SOUTHWEST OF THE CENTER OF A
 HD1318'PAVED ROAD LEADING TO A MOBILE HOME PARK, 7.1 M (23.3 FT) NORTHWEST
 HD1318'OF AN UNDERGROUND CABLE WARNING SIGN, AND IN A CONCRETE MONUMENT THAT
 HD1318'IS FLUSH WITH THE GROUND SURFACE.
 HD1318
 HD1318                          STATION RECOVERY (1996)
 HD1318
 HD1318'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 HD1318'THE STATION WAS FOUND IN GOOD CONDITION. THE STATION IS LOCATED
 HD1318'SOUTHWEST OF SPRINGFIELD IN THE HIGHWAY RIGHT-OF-WAY OF ROUTE 60 IN
 HD1318'SECTION 15, TOWNSHIP 28 NORTH, RANGE 23 WEST.  THE STATION IS 75.5 FT
 HD1318'(23.0 M) SOUTH OF THE CENTERLINE OF ROUTE 60, 57.0 FT (17.4 M) WEST
 HD1318'FROM THE CENTERLINE OF FARM ROAD -170- AND A DRIVEWAY TO A TRAILER
 HD1318'COURT, 53.0 FT (16.2 M) NORTHWEST OF A LAMP POLE, 23.2 FT (7.1 M)
 HD1318'NORTH OF A STEEL POST WITH BURIED CABLE WARNING SIGN, AND 97.7 FT
 HD1318'(29.8 M) SOUTHWEST OF RM 1.  THE MARK IS A STANDARD CGS TRIANGULATION
 HD1318'DISK SET IN A 9 IN SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 HD1318'THE AZIMUTH MARK IS LOCATED .3 MI (0.5 KM) WEST OF THE STATION IN THE
 HD1318'NORTH RIGHT-OF-WAY OF ROUTE 60, 1.7 FT (0.5 M) SOUTHEAST OF AN ANGLE
 HD1318'IRON POST WITH WITNESS SIGN, 4.2 FT (1.3 M) SOUTHWEST OF A 20 IN POST
 HD1318'OAK TREE, 63.1 FT (19.2 M) NORTHWEST OF THE CENTERLINE OF ROUTE 160,
 HD1318'61.2 FT (18.7 M) SOUTHEAST FROM THE CENTER LINE OF THE RAILROAD
 HD1318'TRACKS, AND 29.2 FT (8.9 M) SOUTH OF A TELEGRAPH POLE WITH NAIL AND
 HD1318'SHINER.  THE MARK IS A STANDARD CGS AZIMUTH DISK SET IN A 9 IN SQUARE
 HD1318'CONCRETE POST FLUSH WITH THE GROUND SURFACE. TO REACH THE STATION FROM
 HD1318'THE INTERSECTION OF 60, -M-, AND -MM- SOUTHWEST OF SPRINGFIELD, GO
 HD1318'WEST .8 MI (1.3 KM) ON ROUTE 60 TO FARM ROAD -170- AND THE STATION IN
 HD1318'THE SOUTHWEST CORNER OF THE INTERSECTION. TO REACH THE AZIMUTH MARK
 HD1318'FROM THE STATION, GO WEST ON 60 FOR .3 MI (0.5 KM) TO THE MARK ON THE
 HD1318'RIGHT. DATE OF REPORT 08-23-1996
 HD1318
 HD1318                          STATION RECOVERY (1996)
 HD1318
 HD1318'RECOVERY NOTE BY MO DEPT OF NAT RES 1996 (BDC)
 HD1318'THE STATION WAS RECOVERED IN POOR CONDITION, THE SURFACE MARK WAS
 HD1318'MISSING.  THE STATION WAS RESET DIRECTRY OVER THE UNDERGROUND MARK AND
 HD1318'WAS STAMPED BRROKLINE RESET, 1996.  THE TO REACH AND THE DESCRIPTION
 HD1318'OF THE STATION ARE BOTH ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1334 ***********************************************************************
 KD1334  CBN         -  This is a Cooperative Base Network Control Station.
 KD1334  PACS        -  This is a Primary Airport Control Station.
 KD1334  DESIGNATION -  BROOKPORT
 KD1334  PID         -  KD1334
 KD1334  STATE/COUNTY-  MO/LINN
 KD1334  USGS QUAD   -  BROOKFIELD (1984)
 KD1334
 KD1334                         *CURRENT SURVEY CONTROL
 KD1334  ___________________________________________________________________
 KD1334* NAD 83(1997)-  39 45 53.16254(N)    093 06 25.10293(W)     ADJUSTED  
 KD1334* NAVD 88     -       245.52   (meters)     805.5    (feet)  GPS OBS   
 KD1334  ___________________________________________________________________
 KD1334  X           -    -266,103.007 (meters)                     COMP
 KD1334  Y           -  -4,902,402.323 (meters)                     COMP
 KD1334  Z           -   4,058,079.729 (meters)                     COMP
 KD1334  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 KD1334  ELLIP HEIGHT-         213.32  (meters)          (03/31/98) GPS OBS
 KD1334  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KD1334
 KD1334  HORZ ORDER  -  B
 KD1334  ELLP ORDER  -  THIRD     CLASS I
 KD1334
 KD1334.This mark is at General John J Pershing Mem Airport (BZK)
 KD1334
 KD1334.The horizontal coordinates were established by GPS observations
 KD1334.and adjusted by the National Geodetic Survey in March 1998..
 KD1334
 KD1334.The orthometric height was determined by GPS observations and a
 KD1334.high-resolution geoid model.
 KD1334
 KD1334.GPS derived orthometric heights for airport stations designated as
 KD1334.PACS or SACS are published to 2 decimal places.  This maintains
 KD1334.centimeter relative accuracy between the PACS and SACS.  It does
 KD1334.not indicate centimeter accuracy relative to other marks which are
 KD1334.part of the NAVD 88 network.
 KD1334
 KD1334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1334
 KD1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1334
 KD1334.The ellipsoidal height was determined by GPS observations
 KD1334.and is referenced to NAD 83.
 KD1334
 KD1334.The geoid height was determined by GEOID03.
 KD1334
 KD1334;                    North         East     Units Scale Factor Converg.
 KD1334;SPC MO C     -   436,507.944   447,994.102   MT  0.99996662   -0 23 17.7
 KD1334;UTM  15      - 4,401,654.700   490,837.557   MT  0.99960103   -0 04 06.3
 KD1334
 KD1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1334!SPC MO C     -   0.99996653  x   0.99996662  =   0.99993316
 KD1334!UTM  15      -   0.99996653  x   0.99960103  =   0.99956758
 KD1334
 KD1334|---------------------------------------------------------------------|
 KD1334| PID    Reference Object                     Distance      Geod. Az  |
 KD1334|                                                           dddmmss.s |
 KD1334| KD1335 BROOKPORT AZ MK                     355.122 METERS 17038     |
 KD1334|---------------------------------------------------------------------|
 KD1334
 KD1334                          SUPERSEDED SURVEY CONTROL
 KD1334
 KD1334  NAD 83(1986)-  39 45 53.16438(N)    093 06 25.10740(W) AD(       ) 3
 KD1334  NGVD 29 (10/04/91)  245.5    (m)          805.     (f) GPS OBS        
 KD1334
 KD1334.Superseded values are not recommended for survey control.
 KD1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1334.See file dsdata.txt to determine how the superseded data were derived.
 KD1334
 KD1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE9083801655(NAD 83)
 KD1334_MARKER: I = METAL ROD
 KD1334_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD1334_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD1334_STAMPING: BROOKPORT 1991
 KD1334_MARK LOGO: NGS   
 KD1334_PROJECTION: RECESSED 12 CENTIMETERS
 KD1334_MAGNETIC: I = MARKER IS A STEEL ROD
 KD1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1334+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1997
 KD1334_ROD/PIPE-DEPTH: 7.0  meters
 KD1334_SLEEVE-DEPTH  : 1.0 meters
 KD1334
 KD1334  HISTORY     - Date     Condition        Report By
 KD1334  HISTORY     - 1991     MONUMENTED       NGS
 KD1334  HISTORY     - 19970206 GOOD             NGS
 KD1334
 KD1334                          STATION DESCRIPTION
 KD1334
 KD1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KD1334'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTHWEST OF BROOKFIELD, AT
 KD1334'THE GENERAL JOHN J. PERSHING MEMORIAL AIRPORT. OWNERSHIP-CITY OF
 KD1334'BROOKFIELD, 116 W. BROOKS, BROOKFIELD, MO 64628.  AIRPORT MANAGER IS
 KD1334'DONALD MUDD, PHONE 816-258-3377.
 KD1334'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36, 36
 KD1334'BUSINESS AND STATE ROUTE 11 SOUTH, AT THE SOUTH SIDE OF BROOKFIELD,
 KD1334'GO WEST ALONG HIGHWAY 36 FOR 2.3 KM (1.4 MI) TO A GRAVEL ROAD ON THE
 KD1334'LEFT AT AIRPORT SIGN.  TURN LEFT, SOUTH, ALONG THE GRAVEL ROAD FOR
 KD1334'1.4 KM (0.9 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT, WEST, ALONG A
 KD1334'GRAVEL ROAD FOR 0.72 KM (0.45 MI) TO AIRPORT ACCESS ROAD ON THE LEFT.
 KD1334'TURN LEFT, SOUTH, 0.08 KM (0.05 MI) TO A TRAILER HOUSE AND ENTRENCE
 KD1334'GATE TO APPRON.  GO ABOUT 0.08 KM (0.05 MI) EAST AND NORTHEAST ON THE
 KD1334'NORTH ONE OF TWO TAXI APPROACHES TO THE STATION IN A GRASSY
 KD1334'TRIANGULAR AREA ON THE RIGHT.
 KD1334'LOCATED 130.0 M (426.5 FT) SOUTH OF A FENCELINE, 48.7 M (159.8 FT)
 KD1334'SOUTH OF AN EXTENDED LINE OF RUNWAY END, 36.8 M (120.7 FT) SOUTHEAST
 KD1334'OF APPROXIMATE CENTER OF THE NORTH ONE OF TWO TAXIWAY APPROACHES,
 KD1334'21.9 M (71.9 FT) WEST OF THE CENTER OF THE RUNWAY, 12.0 M (39.4 FT)
 KD1334'WEST OF A RUNWAY LIGHT, AND 0.3 M (1.0 FT) SOUTH OF A SHORT FIBERGLASS
 KD1334'WITNESS POST.
 KD1334
 KD1334                          STATION RECOVERY (1997)
 KD1334
 KD1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KD1334'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTHWEST OF BROOKFIELD,
 KD1334'MO., AT THE GENERAL JOHN J.  PERSHING MEMORIAL AIRPORT (BZK) , NEAR
 KD1334'THE NORTH-NORTHWEST END OF A GRASS TRIANGLE EAST OF THE AIRPORT
 KD1334'OFFICE.  OWNERSHIP--CITY OF BROOKFIELD, 116 W.  BROOKS, BROOKFIELD,
 KD1334'MO.  64628.  FOR STATION ACCESS CONTACT THE CITY MANAGER, MARI
 KD1334'MACOMBER, PHONE 816-258-3377, OR RICK FIELDS OF FIELDS AVIATION (FBO)
 KD1334'AT 816-258-3492.  NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL
 KD1334'(PAC) STATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KD1334'HIGHWAYS 36, HWY 36 BUSINESS AND STATE HIGHWAY 11 SOUTH, NEAR THE
 KD1334'SOUTH SIDE OF BROOKFIELD, GO WEST, 2.3 KM (1.40 MI) ALONG HIGHWAY 36
 KD1334'TO A GRAVEL ROAD ON THE LEFT, AND AIRPORT SIGN.  TURN LEFT, SOUTH, 1.4
 KD1334'KM (0.85 MI) ALONG THE ROAD TO A GRAVEL CROSSROAD.  TURN RIGHT, WEST,
 KD1334'0.72 KM (0.45 MI) ALONG THE GRAVEL ROAD TO THE AIRPORT ENTRANCE ROAD
 KD1334'ON THE LEFT.  TURN LEFT, SOUTH, 0.08 KM (0.05 MI) ALONG ENTRANCE ROAD
 KD1334'TO THE OFFICE AND GATE.  PASS THROUGH THE GATE, BEAR LEFT,
 KD1334'EAST-NORTHEAST, 0.08 KM (0.05 MI) ALONG THE NORTHWEST 1 OF 2
 KD1334'TAXIWAY/RAMPS TO THE STATION ON THE RIGHT, NEAR THE NORTH END OF THE
 KD1334'TRIANGLE.  THE STATION IS 130.0 M (426.5 FT) SOUTH OF THE NORTH
 KD1334'PERIMETER FENCE, 36.8 M (120.7 FT) SOUTHEAST OF THE NORTH TAXIWAY/RAMP
 KD1334'CENTER, 21.9 M (71.9 FT) WEST OF THE RUNWAY CENTER, 12.0 M (39.4 FT)
 KD1334'WEST OF A RUNWAY LIGHT, 0.3 M (1.0 FT) SOUTH OF A SHORT WITNESS POST,
 KD1334'AND THE STATION IS ABOUT LEVEL WITH THE RUNWAY AND FLUSH WITH THE
 KD1334'GROUND SURFACE.  BY R.G.  HAYES.  NOTE--THE DATUM POINT IS A PUNCH
 KD1334'MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF
 KD1334'7.0 M, (23.0 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG,
 KD1334'ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SURROUNDED BY CONCRETE.
 KD1334'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1335 ***********************************************************************
 KD1335  SACS        -  This is a Secondary Airport Control Station.
 KD1335  DESIGNATION -  BROOKPORT AZ MK
 KD1335  PID         -  KD1335
 KD1335  STATE/COUNTY-  MO/LINN
 KD1335  USGS QUAD   -  BROOKFIELD (1984)
 KD1335
 KD1335                         *CURRENT SURVEY CONTROL
 KD1335  ___________________________________________________________________
 KD1335* NAD 83(1997)-  39 45 41.80156(N)    093 06 22.67587(W)     ADJUSTED  
 KD1335* NAVD 88     -       244.8    (meters)     803.     (feet)  VERTCON   
 KD1335  ___________________________________________________________________
 KD1335  X           -    -266,057.434 (meters)                     COMP
 KD1335  Y           -  -4,902,628.642 (meters)                     COMP
 KD1335  Z           -   4,057,809.870 (meters)                     COMP
 KD1335  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 KD1335  ELLIP HEIGHT-         212.53  (meters)          (02/17/00) GPS OBS
 KD1335  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KD1335
 KD1335  HORZ ORDER  -  THIRD
 KD1335  ELLP ORDER  -  FOURTH    CLASS I
 KD1335
 KD1335.This mark is at General John J Pershing Mem Airport (BZK)
 KD1335
 KD1335.The horizontal coordinates were established by GPS observations
 KD1335.and adjusted by the National Geodetic Survey in February 2000..
 KD1335
 KD1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1335
 KD1335.GPS derived orthometric heights for airport stations designated as
 KD1335.PACS or SACS are published to 2 decimal places.  This maintains
 KD1335.centimeter relative accuracy between the PACS and SACS.  It does
 KD1335.not indicate centimeter accuracy relative to other marks which are
 KD1335.part of the NAVD 88 network.
 KD1335
 KD1335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1335
 KD1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1335
 KD1335.The ellipsoidal height was determined by GPS observations
 KD1335.and is referenced to NAD 83.
 KD1335
 KD1335.The geoid height was determined by GEOID03.
 KD1335
 KD1335;                    North         East     Units Scale Factor Converg.
 KD1335;SPC MO C     -   436,157.181   448,049.495   MT  0.99996655   -0 23 16.1
 KD1335;UTM  15      - 4,401,304.380   490,894.887   MT  0.99960102   -0 04 04.8
 KD1335
 KD1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1335!SPC MO C     -   0.99996666  x   0.99996655  =   0.99993321
 KD1335!UTM  15      -   0.99996666  x   0.99960102  =   0.99956769
 KD1335
 KD1335|---------------------------------------------------------------------|
 KD1335| PID    Reference Object                     Distance      Geod. Az  |
 KD1335|                                                           dddmmss.s |
 KD1335| KD1334 BROOKPORT                           355.122 METERS 35038     |
 KD1335|---------------------------------------------------------------------|
 KD1335
 KD1335                          SUPERSEDED SURVEY CONTROL
 KD1335
 KD1335  NAD 83(1997)-  39 45 41.80156(N)    093 06 22.67587(W) AD(       ) 3
 KD1335  NAD 83(1986)-  39 45 41.80327(N)    093 06 22.68033(W) AD(       ) 3
 KD1335  NGVD 29 (10/04/91)  244.7    (m)          803.     (f) GPS OBS        
 KD1335
 KD1335.Superseded values are not recommended for survey control.
 KD1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1335.See file dsdata.txt to determine how the superseded data were derived.
 KD1335
 KD1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE9089501304(NAD 83)
 KD1335_MARKER: I = METAL ROD
 KD1335_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD1335_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD1335_STAMPING: BROOKPORT AZ MK 1991
 KD1335_MARK LOGO: NGS   
 KD1335_PROJECTION: FLUSH
 KD1335_MAGNETIC: I = MARKER IS A STEEL ROD
 KD1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1335+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1996
 KD1335_ROD/PIPE-DEPTH: 6.4  meters
 KD1335_SLEEVE-DEPTH  : 1.0 meters
 KD1335
 KD1335  HISTORY     - Date     Condition        Report By
 KD1335  HISTORY     - 1991     MONUMENTED       NGS
 KD1335  HISTORY     - 19961210 GOOD             NGS
 KD1335
 KD1335                          STATION DESCRIPTION
 KD1335
 KD1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KD1335'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTHWEST OF BROOKFIELD, AT
 KD1335'THE GENERAL JOHN J. PERSHING MEMORIAL AIRPORT. OWNERSHIP-CITY OF
 KD1335'BROOKFIELD, 116 W. BROOKS, BROOKFIELD, MO 64628. AIRPORT MANAGER IS
 KD1335'DONALD MUDD, PHONE 816-258-3377.
 KD1335'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36, 36
 KD1335'BUSINESS AND STATE ROUTE 11 SOUTH, AT THE SOUTH SIDE OF BROOKFIELD,
 KD1335'GO WEST ALONG HIGHWAY 36 FOR 2.3 KM (1.4 MI) TO A GRAVEL ROAD ON THE
 KD1335'LEFT AT AIRPORT SIGN.  TURN LEFT, SOUTH, ALONG THE GRAVEL ROAD FOR
 KD1335'1.4 KM (0.9 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT, WEST, ALONG A
 KD1335'GRAVEL ROAD FOR 0.72 KM (0.45 MI) TO AIRPORT ACCESS ROAD ON THE LEFT.
 KD1335'TURN LEFT, SOUTH, 0.08 KM (0.05 MI) TO A TRAILER HOUSE AND ENTRANCE
 KD1335'GATE TO APRON.  GO ABOUT 0.08 KM (0.05 MI) SOUTHEAST ALONG THE SOUTH
 KD1335'ONE OF TWO TAXI APPROACHES TO THE JUNCTION OF THE RUNWAY. TURN RIGHT,
 KD1335'SOUTH-SOUTHEAST ALONG SOUTHWEST EDGE OF THE RUNWAY FOR 0.32 KM
 KD1335'(0.20 MI) TO THE 6TH RUNWAY LIGHT SOUTH OF THE SOUTH ONE OF TWO
 KD1335'APPROACHES AND THE STATION.
 KD1335'LOCATED 16.1 M (52.8 FT) WEST OF THE CENTER OF THE RUNWAY, 5.3 M
 KD1335'(17.4 FT) WEST OF A RUNWAY LIGHT, 0.3 M (1.0 FT) SOUTH OF A SHORT
 KD1335'FIBERGLASS WITNESS POST.
 KD1335
 KD1335                          STATION RECOVERY (1996)
 KD1335
 KD1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 KD1335'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTHWEST OF BROOKFIELD,
 KD1335'MO., AT THE GENERAL JOHN J.  PERSHING MEMORIAL AIRPORT (BZK) .
 KD1335'WEST-SOUTHWEST OF AND IN LINE WITH THE 5TH SET OF RUNWAY LIGHTS
 KD1335'SOUTH-SOUTHEAST OF THE SOUTH 1 OF 2 TAXI/RAMPS.  OWNERSHIP--CITY OF
 KD1335'BROOKFIELD, 116 W.  BROOKS, BROOKFIELD, MO.  64628.  CONTACT CITY
 KD1335'MANAGER MARI MACOMBER, PHONE 816-258-3377.  AIRFIELD CONTACT IS RICK
 KD1335'FIELDS OF FIELDS AVIATION (FBO) , PHONE 816-258-3492.  NOTE--THIS
 KD1335'STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) .  TO REACH THE
 KD1335'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 36, 36 BUSINESS AND STATE
 KD1335'HIGHWAY 11 SOUTH, NEAR THE SOUTH SIDE OF BROOKFIELD, GO WEST, 2.3 KM
 KD1335'(1.40 MI) ALONG HIGHWAY 36 TO A GRAVEL ROAD ON THE LEFT, AND AIRPORT
 KD1335'SIGN.  TURN LEFT, SOUTH, 1.4 KM (0.85 MI) ALONG THE ROAD TO A GRAVEL
 KD1335'CROSSROAD.  TURN RIGHT, WEST, 0.72 KM (0.45 MI) ALONG THE GRAVEL ROAD
 KD1335'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH, 0.08 KM
 KD1335'(0.05 MI) ALONG ENTRANCE ROAD TO THE OFFICE AND GATE.  PASS THROUGH
 KD1335'THE GATE, SOUTH THEN SOUTHEAST, 0.08 KM (0.05 MI) ACROSS APRON AND
 KD1335'ALONG THE SOUTH 1 OF 2 TAXI/RAMPS TO THE RUNWAY.  BEAR RIGHT,
 KD1335'SOUTH-SOUTHEAST 0.32 KM (0.20 MI) ALONG THE RUNWAY TO THE 5TH RUNWAY
 KD1335'LIGHT SOUTH OF THE SOUTH 1 OF 2 TAXI/RAMPS AND THE STATION,
 KD1335'WEST-SOUTHWEST OF THE LIGHT.  STATION IS 16.1 M (52.8 FT)
 KD1335'WEST-SOUTHWEST OF THE RUNWAY CENTER, 5.0 M (16.4 FT) WEST-SOUTHWEST OF
 KD1335'THE 5TH LIGHT, 0.3 M (1.0 FT) SOUTH OF A SHORT WITNESS POST, AND THE
 KD1335'STATION IS ABOUT LEVEL WITH THE RUNWAY AND FLUSH WITH THE GROUND
 KD1335'SURFACE.  BY R.G.  HAYES  NOTE--THE DATUM POINT IS A PUNCH MARK ON THE
 KD1335'TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 6.4 M, (21.0
 KD1335'FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A 5-INCH
 KD1335'PVC PIPE WITH LOGO CAP, SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM
 KD1335'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1094 ***********************************************************************
 GE1094  DESIGNATION -  BROOKS
 GE1094  PID         -  GE1094
 GE1094  STATE/COUNTY-  MO/RIPLEY
 GE1094  USGS QUAD   -  DONIPHAN NORTH (1997)
 GE1094
 GE1094                         *CURRENT SURVEY CONTROL
 GE1094  ___________________________________________________________________
 GE1094* NAD 83(1997)-  36 42 45.03022(N)    090 50 15.29405(W)     ADJUSTED  
 GE1094* NAVD 88     -       211.74   (+/-2cm)     694.7    (feet)  VERTCON   
 GE1094  ___________________________________________________________________
 GE1094  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 GE1094  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 GE1094
 GE1094  HORZ ORDER  -  FIRST
 GE1094  VERT ORDER  -  THIRD ? (See Below)
 GE1094
 GE1094.The horizontal coordinates were established by classical geodetic methods
 GE1094.and adjusted by the National Geodetic Survey in February 2000..
 GE1094
 GE1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1094.The vertical order pertains to the NGVD 29 superseded value.
 GE1094
 GE1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1094
 GE1094.The geoid height was determined by GEOID03.
 GE1094
 GE1094;                    North         East     Units Scale Factor Converg.
 GE1094;SPC MO E     -    97,603.457   219,840.500   MT  0.99994454   -0 12 06.5
 GE1094;UTM  15      - 4,065,160.136   693,138.626   MT  1.00005958   +1 17 35.1
 GE1094
 GE1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1094!SPC MO E     -   0.99997138  x   0.99994454  =   0.99991592
 GE1094!UTM  15      -   0.99997138  x   1.00005958  =   1.00003096
 GE1094
 GE1094|---------------------------------------------------------------------|
 GE1094| PID    Reference Object                     Distance      Geod. Az  |
 GE1094|                                                           dddmmss.s |
 GE1094| CI3103 BROOKS RM 1                          34.302 METERS 02407     |
 GE1094| GE1074 GRANDIN                             APPROX.11.4 KM 0545043.4 |
 GE1094| CI3104 BROOKS RM 2                          36.591 METERS 10544     |
 GE1094| CI3102 BROOKS AZ MK                                       3101938.8 |
 GE1094|---------------------------------------------------------------------|
 GE1094
 GE1094                          SUPERSEDED SURVEY CONTROL
 GE1094
 GE1094  NAD 83(1997)-  36 42 45.03481(N)    090 50 15.29261(W) AD(       ) 1
 GE1094  NAD 83(1986)-  36 42 45.03870(N)    090 50 15.29299(W) AD(       ) 1
 GE1094  NAD 27      -  36 42 44.83300(N)    090 50 14.85100(W) AD(       ) 1
 GE1094  NGVD 29 (07/19/86)  211.66   (m)          694.4    (f) LEVELING    3  
 GE1094
 GE1094.Superseded values are not recommended for survey control.
 GE1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1094.See file dsdata.txt to determine how the superseded data were derived.
 GE1094
 GE1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9313965160(NAD 83)
 GE1094_MARKER: DS = TRIANGULATION STATION DISK
 GE1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1094
 GE1094  HISTORY     - Date     Condition        Report By
 GE1094  HISTORY     - 1930     MONUMENTED       CGS
 GE1094  HISTORY     - 1957     GOOD             CGS
 GE1094
 GE1094                          STATION DESCRIPTION
 GE1094
 GE1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GE1094'ABOUT 6 MILES, AIR LINE, AND 10-1/2 MILES BY ROAD, NORTHEAST
 GE1094'OF DONIPHAN, AND 0.8 MILE WEST BY SOUTH OF JOHN E. BROOKS HOUSE.
 GE1094'TO REACH FROM DONIPHAN GO EAST ON ROUTE 42 TO JUNCTION WITH ROUTE
 GE1094'21, THENCE 4.7 MILES NORTH ON ROUTE 21 TO SMALL SCHOOL BUILDING
 GE1094'AT CROSSROADS, TURN WEST ONE-FOURTH MILE TO OLD ROUTE 21,
 GE1094'THENCE 2.6 MILES WEST AND NORTH TO TWO BLAZED TREES AT
 GE1094'CROSSROADS, TURN WEST AND FOLLOW ROAD 1.3 MILES TO BLAZED TREE ON
 GE1094'LEFT WHERE ROAD DESCENDS SLIGHTLY TO NORTHWEST.  STATION
 GE1094'IS ON TOP OF TIMBERED RIDGE, 22 METERS (72 FEET)
 GE1094'SOUTHWEST OF ROAD, AND ABOUT 22 METERS (72 FEET) SOUTH BY
 GE1094'WEST OF BLAZED TREE.  SURFACE AND UNDERGROUND MARKS ARE
 GE1094'STANDARD STATION DISKS IN CONCRETE.
 GE1094'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 GE1094'NO. 1 IS 10 METERS (33 FEET) NORTHEAST OF
 GE1094'ROAD, AND 112.6 FEET FROM STATION S 18 DEG W.
 GE1094'NO. 2 IS 3 METERS (10 FEET) NORTH OF ROAD AT CURVE, AND
 GE1094'120.1 FEET FROM STATION N 79 DEG 60 MIN W.
 GE1094
 GE1094                          STATION RECOVERY (1957)
 GE1094
 GE1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1094'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 GE1094'TO BE IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISED.
 GE1094'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GE1094'
 GE1094'STATION IS ABOUT 6-1/2 MILES NORTH OF DONIPHAN, ON A HIGH
 GE1094'WOODED HILL, ON LAND OWNED BY THE STATE AND IN SECTION 22, T 24 N,
 GE1094'R 2 E.
 GE1094'
 GE1094'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 160 AND COUNTY ROAD
 GE1094'Y AT THE NORTH EDGE OF DONIPHAN, GO NORTH ON COUNTY ROAD Y FOR
 GE1094'0.55 MILE TO A SIDE ROAD ON THE LEFT, CONTINUE NORTHERLY ON THE
 GE1094'COUNTY ROAD FOR 0.8 MILE TO A Y-JUNCTION, BEAR LEFT AND CONTINUE
 GE1094'NORTHERLY FOR 0.65 MILE TO A FARM HOUSE ON THE RIGHT AND A SIDE
 GE1094'ROAD ON THE LEFT, CONTINUE NORTHERLY FOR 0.6 MILE TO A
 GE1094'Y-JUNCTION, BEAR LEFT AND CONTINUE WEST AND NORTH ON THE MAIN
 GE1094'ROAD FOR 1.95 MILE TO A SIDE ROAD AND A SIGN WILSONS CAMP
 GE1094'ON THE LEFT, CONTINUE NORTHERLY FOR 1.45 MILE TO A SIDE ROAD
 GE1094'ON THE LEFT, CONTINUE NORTHERLY 1.95 MILE TO A WOODS ROAD
 GE1094'ON THE RIGHT AND A 14-INCH PINE TREE HAVING A TRIANGULAR
 GE1094'BLAZE ON THE NORTH SIDE, TURN RIGHT AND GO EAST ON THE
 GE1094'WOODS ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GE1094'CONTINUE EASTERLY FOR 0.15 MILE TO A TRIANGULAR BLAZED TREE
 GE1094'ON THE LEFT AND THE STATION ON THE RIGHT.
 GE1094'
 GE1094'STATION MARKS ARE STANDARD DISKS STAMPED BROOKS 1930.  THE
 GE1094'SURFACE MARK IS SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST
 GE1094'WHICH PROJECTS 2 INCHES.  IT IS 68 FEET SOUTHWEST OF THE BLAZED
 GE1094'TREE AND 56 FEET SOUTHWEST OF THE CENTER OF THE WOODS ROAD.
 GE1094'A WHITE WITNESS POST WAS SET 5 FEET NORTH OF THE MARK.
 GE1094'
 GE1094'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 GE1094'36 INCHES BELOW THE SURFACE OF THE GROUND.
 GE1094'
 GE1094'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROOKS NO 1 1930,
 GE1094'SET IN A 14-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 GE1094'IT IS 48 FEET NORTH OF THE BLAZED TREE, 43 FEET NORTHEAST OF
 GE1094'THE CENTER OF THE WOODS ROAD AND ABOUT 2 FEET BELOW THE STATION.
 GE1094'
 GE1094'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROOKS NO 2 1930,
 GE1094'SET IN A 14-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 GE1094'IT IS 118 FEET SOUTHEAST OF THE BLAZED TREE AND 8 FEET NORTHEAST
 GE1094'OF THE CENTER OF THE WOODS ROAD.
 GE1094'
 GE1094'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BROOKS 1956, SET
 GE1094'IN A 12-INCH, ROUND, CONCRETE POST THAT PROJECTS 4 INCHES.
 GE1094'IT IS 7 FEET NORTHEAST OF THE CENTER OF THE ROAD.  A WHITE
 GE1094'WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 GE1094'
 GE1094'HEIGHT OF LIGHT ABOVE THE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1025 ***********************************************************************
 HC1025  DESIGNATION -  BROOKS
 HC1025  PID         -  HC1025
 HC1025  STATE/COUNTY-  MO/REYNOLDS
 HC1025  USGS QUAD   -  CENTERVILLE (1985)
 HC1025
 HC1025                         *CURRENT SURVEY CONTROL
 HC1025  ___________________________________________________________________
 HC1025* NAD 83(1997)-  37 24 06.45558(N)    090 57 23.39368(W)     ADJUSTED  
 HC1025* NAVD 88     -       348.14   (+/-2cm)    1142.2    (feet)  VERTCON   
 HC1025  ___________________________________________________________________
 HC1025  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 HC1025  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 HC1025
 HC1025  HORZ ORDER  -  THIRD
 HC1025  VERT ORDER  -  THIRD ? (See Below)
 HC1025
 HC1025.The horizontal coordinates were established by classical geodetic methods
 HC1025.and adjusted by the National Geodetic Survey in February 2000..
 HC1025
 HC1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC1025.The vertical order pertains to the NGVD 29 superseded value.
 HC1025
 HC1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1025
 HC1025.The geoid height was determined by GEOID03.
 HC1025
 HC1025;                    North         East     Units Scale Factor Converg.
 HC1025;SPC MO E     -   174,138.986   209,583.715   MT  0.99995345   -0 16 38.2
 HC1025;UTM  15      - 4,141,405.739   680,871.713   MT  1.00000299   +1 14 29.6
 HC1025
 HC1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1025!SPC MO E     -   0.99995005  x   0.99995345  =   0.99990350
 HC1025!UTM  15      -   0.99995005  x   1.00000299  =   0.99995304
 HC1025
 HC1025|---------------------------------------------------------------------|
 HC1025| PID    Reference Object                     Distance      Geod. Az  |
 HC1025|                                                           dddmmss.s |
 HC1025| CI3110 BROOKS RM 1                          35.357 METERS 00106     |
 HC1025| CI3111 BROOKS RM 2                          27.278 METERS 24047     |
 HC1025| CI3109 BROOKS AZ MK                                       2455501.0 |
 HC1025|---------------------------------------------------------------------|
 HC1025
 HC1025                          SUPERSEDED SURVEY CONTROL
 HC1025
 HC1025  NAD 83(1986)-  37 24 06.46812(N)    090 57 23.39218(W) AD(       ) 3
 HC1025  NAD 27      -  37 24 06.29230(N)    090 57 22.95280(W) AD(       ) 3
 HC1025  NGVD 29 (07/19/86)  348.11   (m)         1142.1    (f) LEVELING    3  
 HC1025
 HC1025.Superseded values are not recommended for survey control.
 HC1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1025.See file dsdata.txt to determine how the superseded data were derived.
 HC1025
 HC1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB8087241406(NAD 83)
 HC1025_MARKER: DS = TRIANGULATION STATION DISK
 HC1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1025
 HC1025  HISTORY     - Date     Condition        Report By
 HC1025  HISTORY     - 1962     MONUMENTED       CGS
 HC1025  HISTORY     - 1963     GOOD             MOHC
 HC1025
 HC1025                          STATION DESCRIPTION
 HC1025
 HC1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1025'THE STATION IS LOCATED JUST NORTHWEST OF THE JUNCTION OF
 HC1025'STATE HIGHWAYS 21 AND 72, ABOUT 11 MILES NORTH OF ELLINGTON,
 HC1025'ABOUT 6-1/2 MILES EAST OF REYNOLDS, ABOUT 2-1/4 MILES SOUTH
 HC1025'OF CENTERVILLE, IN THE SOUTHEAST 1/4 OF SEC. 5, T. 31 N.,
 HC1025'R. 1 E., AND ON THE ROAD RIGHT-OF-WAY.  IT IS 116 FEET SOUTH
 HC1025'OF A POWER POLE, 82 FEET WEST OF THE CENTERLINE OF STATE
 HC1025'HIGHWAY 21 AND 72, 55 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 HC1025'72 AND 52 FEET SOUTHWEST OF AN 18 INCH PINE TREE.  THE
 HC1025'MONUMENT IS FLUSH AND THE DISK IS STAMPED BROOKS 1962.
 HC1025'
 HC1025'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 72
 HC1025'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT ABOUT 0.1 MILE
 HC1025'BEFORE REACHING A SIDE ROAD LEFT.
 HC1025'
 HC1025'REFERENCE MARK 1 IS 68 FEET NORTH OF THE 18 INCH PINE TREE, 65
 HC1025'FEET WEST OF THE CENTERLINE OF HIGHWAY 21 AND 72, AND 2 FEET
 HC1025'SOUTHEAST OF THE POWER POLE.  THE MONUMENT IS FLUSH AND THE
 HC1025'DISK IS STAMPED BROOKS NO 1 1962.
 HC1025'
 HC1025'REFERENCE MARK 2 IS 62 FEET NORTH OF THE CENTERLINE OF HIGHWAY 72,
 HC1025'AND 50 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT
 HC1025'IS FLUSH AND THE DISK IS STAMPED BROOKS NO 2 1962.
 HC1025'
 HC1025'THE AZIMUTH MARK IS 57 FEET EAST OF A 24 INCH OAK TREE, 46 FEET
 HC1025'WEST OF AN 18 INCH OAK TREE, 38 FEET SOUTH OF THE CENTERLINE OF
 HC1025'HIGHWAY 72, AND 3 FEET NORTH OF A WITNESS POST.  THE MONUMENT
 HC1025'PROJECTS 6 INCHES AND THE DISK IS STAMPED BROOKS 1962.
 HC1025'
 HC1025'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HC1025
 HC1025                          STATION RECOVERY (1963)
 HC1025
 HC1025'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1963 (PEC)
 HC1025'ALL MARKS FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1111 ***********************************************************************
 HD1111  DESIGNATION -  BROWN
 HD1111  PID         -  HD1111
 HD1111  STATE/COUNTY-  MO/TEXAS
 HD1111  USGS QUAD   -  CABOOL NE (1985)
 HD1111
 HD1111                         *CURRENT SURVEY CONTROL
 HD1111  ___________________________________________________________________
 HD1111* NAD 83(1997)-  37 07 36.14454(N)    092 00 23.39777(W)     ADJUSTED  
 HD1111* NAVD 88     -       487.6    (meters)    1600.     (feet)  VERTCON   
 HD1111  ___________________________________________________________________
 HD1111  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HD1111  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 HD1111
 HD1111  HORZ ORDER  -  FIRST
 HD1111
 HD1111.The horizontal coordinates were established by classical geodetic methods
 HD1111.and adjusted by the National Geodetic Survey in February 2000..
 HD1111
 HD1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1111
 HD1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1111
 HD1111.The geoid height was determined by GEOID03.
 HD1111
 HD1111;                    North         East     Units Scale Factor Converg.
 HD1111;SPC MO C     -   143,627.408   543,851.543   MT  0.99995701   +0 17 52.3
 HD1111;UTM  15      - 4,109,390.369   588,252.093   MT  0.99969594   +0 35 58.9
 HD1111
 HD1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1111!SPC MO C     -   0.99992813  x   0.99995701  =   0.99988514
 HD1111!UTM  15      -   0.99992813  x   0.99969594  =   0.99962409
 HD1111
 HD1111:                Primary Azimuth Mark                     Grid Az
 HD1111:SPC MO C     -  OZARK                                    197 54 29.1
 HD1111:UTM  15      -  OZARK                                    197 36 22.5
 HD1111
 HD1111|---------------------------------------------------------------------|
 HD1111| PID    Reference Object                     Distance      Geod. Az  |
 HD1111|                                                           dddmmss.s |
 HD1111| HD1116 OZARK                               APPROX. 7.6 KM 1981221.4 |
 HD1111| CN5781 BROWN RM 1                           16.160 METERS 24055     |
 HD1111| HD1114 CABOOL MUN TANK                     APPROX. 8.7 KM 2695005.4 |
 HD1111| CN5782 BROWN RM 2                           19.771 METERS 33356     |
 HD1111|---------------------------------------------------------------------|
 HD1111
 HD1111                          SUPERSEDED SURVEY CONTROL
 HD1111
 HD1111  NAD 83(1986)-  37 07 36.15614(N)    092 00 23.39625(W) AD(       ) 1
 HD1111  NAD 27      -  37 07 35.97150(N)    092 00 22.83940(W) AD(       ) 1
 HD1111  NGVD 29 (07/19/86)  487.4    (m)         1599.     (f) VERT ANG       
 HD1111
 HD1111.Superseded values are not recommended for survey control.
 HD1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1111.See file dsdata.txt to determine how the superseded data were derived.
 HD1111
 HD1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8825209390(NAD 83)
 HD1111_MARKER: DS = TRIANGULATION STATION DISK
 HD1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1111_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1111
 HD1111  HISTORY     - Date     Condition        Report By
 HD1111  HISTORY     - 1978     MONUMENTED       NGS
 HD1111
 HD1111                          STATION DESCRIPTION
 HD1111
 HD1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1111'THE STATION IS LOCATED ABOUT 14-1/2 MILES SOUTH OF HOUSTON, 5
 HD1111'MILES EAST OF CABOOL, 3-1/2 MILES SOUTHEAST OF U.S. HIGHWAY 63
 HD1111'IN THE NORTH CENTER OF SECTION 11, R 10 W, T 28 N, AND ON LAND
 HD1111'OWNED BY TRAVIS HOLDEN.
 HD1111'
 HD1111'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND
 HD1111'COUNTY ROAD U ABOUT 2 MILES NORTH OF CABOOL,
 HD1111'GO EAST ON COUNTY ROAD U FOR 4.25 MILES TO A DRIVEWAY ON
 HD1111'THE LEFT, LEADING TO A HOUSE, TURN LEFT, AND GO NORTHEAST
 HD1111'ON THE DRIVEWAY FOR 0.1 MILE TO THE STATION IN THE FENCELINE.
 HD1111'
 HD1111'THE STATION MARKS, STAMPED---BROWN 1978---,ARE STANDARD DISKS.
 HD1111'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HD1111'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE,
 HD1111'AND HAS A METAL ROD EMBEDDED IN THE MONUMENT.
 HD1111'IT IS 8.6 FEET WEST OF THE FENCELINE, 8.6 FEET WEST OF METAL
 HD1111'WITNESS POST AND 114 FEET EAST OF THE SOUTHEAST CORNER OF THE
 HD1111'HOUSE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 HD1111'MASS OF CONCRETE 28 INCHES BELOW THE GROUND SURFACE.
 HD1111'
 HD1111'REFERENCE MARK 1, STAMPED---BROWN NO 1 1978---, IS A STANDARD
 HD1111'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT
 HD1111'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 HD1111'IT IS 44 FEET WEST OF THE FENCELINE
 HD1111'AND 96 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 HD1111'
 HD1111'REFERENCE MARK 2, STAMPED---BROWN NO 2 1978---, IS A STANDARD
 HD1111'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS
 HD1111'ABOUT 5 INCHES ABOVE THE GROUND SURFACE.
 HD1111'IT IS 54 FEET WEST OF THE FENCELINE AND 73
 HD1111'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 HD1111'
 HD1111'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH
 HD1111'MARK.
 HD1111'
 HD1111'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 20.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CL8956 ***********************************************************************
 CL8956  DESIGNATION -  BROWN AZ MK
 CL8956  PID         -  CL8956
 CL8956  STATE/COUNTY-  MO/AUDRAIN
 CL8956  USGS QUAD   -  HATTON (1969)
 CL8956
 CL8956                         *CURRENT SURVEY CONTROL
 CL8956  ___________________________________________________________________
 CL8956* NAD 83(1997)-  39 04 51.34460(N)    091 59 42.49486(W)     ADJUSTED  
 CL8956* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 CL8956  ___________________________________________________________________
 CL8956  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CL8956  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 CL8956
 CL8956  HORZ ORDER  -  THIRD
 CL8956
 CL8956.The horizontal coordinates were established by classical geodetic methods
 CL8956.and adjusted by the National Geodetic Survey in January 2004..
 CL8956
 CL8956.The orthometric height was scaled from a topographic map.
 CL8956
 CL8956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL8956
 CL8956.The geoid height was determined by GEOID03.
 CL8956
 CL8956;                    North         East     Units Scale Factor Converg.
 CL8956;SPC MO C     -   360,535.962   543,681.767   MT  0.99995682   +0 19 05.8
 CL8956;UTM  15      - 4,326,237.936   586,914.525   MT  0.99969301   +0 38 00.7
 CL8956
 CL8956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL8956!SPC MO C     -   0.99996129  x   0.99995682  =   0.99991811
 CL8956!UTM  15      -   0.99996129  x   0.99969301  =   0.99965431
 CL8956
 CL8956                          SUPERSEDED SURVEY CONTROL
 CL8956
 CL8956.No superseded survey control is available for this station.
 CL8956
 CL8956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD8691526238(NAD 83)
 CL8956_MARKER: DZ = AZIMUTH MARK DISK
 CL8956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL8956_STAMPING: BROWN 1934
 CL8956_MARK LOGO: CGS   
 CL8956_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL8956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL8956+STABILITY: SURFACE MOTION
 CL8956
 CL8956  HISTORY     - Date     Condition        Report By
 CL8956  HISTORY     - 1934     MONUMENTED       CGS
 CL8956  HISTORY     - 19840918 GOOD             NGS
 CL8956
 CL8956                          STATION DESCRIPTION
 CL8956
 CL8956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CL8956'AZ MK NO 01, IS A STANDARD CGS DISK STAMPED---BROWN 1934---, SET INTO
 CL8956'THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER,
 CL8956'PROJECTING 12 INCHES, 0(30 CM) ABOVE THE GROUND.  THE STATION IS
 CL8956'LOCATED 30.0 FT (9.1 M) NE FROM THE CENTERLINE OF A CURVE IN ROAD HH,
 CL8956'16.0 FT (4.9 M) W FROM A T-FENCE CORNER, 1.3 FT (0.4 M) NW FROM A
 CL8956'WITNESS POST, 1.0 FT (0.3 M) N FROM AN E-W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1052 ***********************************************************************
 KD1052  DESIGNATION -  BROWN RESET
 KD1052  PID         -  KD1052
 KD1052  STATE/COUNTY-  MO/AUDRAIN
 KD1052  USGS QUAD   -  HATTON (1969)
 KD1052
 KD1052                         *CURRENT SURVEY CONTROL
 KD1052  ___________________________________________________________________
 KD1052* NAD 83(1997)-  39 04 51.96854(N)    092 00 02.95473(W)     ADJUSTED  
 KD1052* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 KD1052  ___________________________________________________________________
 KD1052  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 KD1052  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD1052
 KD1052  HORZ ORDER  -  FIRST
 KD1052
 KD1052.The horizontal coordinates were established by classical geodetic methods
 KD1052.and adjusted by the National Geodetic Survey in February 2000..
 KD1052
 KD1052.The orthometric height was scaled from a topographic map.
 KD1052
 KD1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1052
 KD1052.The geoid height was determined by GEOID03.
 KD1052
 KD1052;                    North         East     Units Scale Factor Converg.
 KD1052;SPC MO C     -   360,552.485   543,189.928   MT  0.99995629   +0 18 52.9
 KD1052;UTM  15      - 4,326,251.750   586,422.732   MT  0.99969196   +0 37 47.8
 KD1052
 KD1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1052!SPC MO C     -   0.99996133  x   0.99995629  =   0.99991762
 KD1052!UTM  15      -   0.99996133  x   0.99969196  =   0.99965330
 KD1052
 KD1052:                Primary Azimuth Mark                     Grid Az
 KD1052:SPC MO C     -  MEXICO GR FIREBRICK PLT 2 STK            041 37 00.8
 KD1052:UTM  15      -  MEXICO GR FIREBRICK PLT 2 STK            041 18 05.9
 KD1052
 KD1052|---------------------------------------------------------------------|
 KD1052| PID    Reference Object                     Distance      Geod. Az  |
 KD1052|                                                           dddmmss.s |
 KD1052| KC0674 MEXICO GR FIREBRICK PLT 2 STK       APPROX.13.5 KM 0415553.7 |
 KD1052| KC0675 MEXICO GR FIREBRICK PLT 2 TK        APPROX.13.5 KM 0420604.6 |
 KD1052| KC0676 MEXICO INTL SHOE CO TANK            APPROX.13.6 KM 0425817.7 |
 KD1052| KC0677 MEXICO MO PWR LT CO TANK            APPROX.13.9 KM 0445319.2 |
 KD1052| KC0678 MEXICO MO PWR LT CO STACK           APPROX.14.0 KM 0450028.1 |
 KD1052| CL8959 BROWN RM 3                            1.059 METERS 09007     |
 KD1052| CL8956 BROWN AZ MK                         492.138 METERS 0921419.9 |
 KD1052| CL8957 BROWN RM 1                           35.616 METERS 11655     |
 KD1052| CL8960 BROWN RM 4                            2.009 METERS 18057     |
 KD1052| CL8958 BROWN RM 2                           39.426 METERS 24711     |
 KD1052| KD1055 CENTRALIA CHANCE CO CUPOLA          APPROX.18.9 KM 3211139.5 |
 KD1052| KD1056 CENTRALIA MUNICIPAL TANK            APPROX.18.8 KM 3212630.2 |
 KD1052|---------------------------------------------------------------------|
 KD1052
 KD1052                          SUPERSEDED SURVEY CONTROL
 KD1052
 KD1052  NAD 83(1997)-  39 04 51.97787(N)    092 00 02.96020(W) AD(       ) 1
 KD1052  NAD 83(1986)-  39 04 51.97999(N)    092 00 02.96070(W) AD(       ) 1
 KD1052  NAD 27      -  39 04 51.82860(N)    092 00 02.32050(W) AD(       ) 1
 KD1052
 KD1052.Superseded values are not recommended for survey control.
 KD1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1052.See file dsdata.txt to determine how the superseded data were derived.
 KD1052
 KD1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD8642326252(NAD 83)
 KD1052_MARKER: DH = HORIZONTAL CONTROL DISK
 KD1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1052_STAMPING: BROWN 1934 1984
 KD1052_MARK LOGO: NGS   
 KD1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1052+STABILITY: SURFACE MOTION
 KD1052
 KD1052  HISTORY     - Date     Condition        Report By
 KD1052  HISTORY     - 1984     MONUMENTED       NGS
 KD1052
 KD1052                          STATION DESCRIPTION
 KD1052
 KD1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KD1052'THE SURFACE STATION MARK WAS FOUND TILTED OUT OF POSIION AND RM 3
 KD1052'APPEARS TO HAVE BEEN STRUCK AND LEANS SLIGHTLY TO THE SW.  THE
 KD1052'UNDERGROUND STATION MARK, RM 4 AND THE AZ MK WERE RECOVERED IN GOOD
 KD1052'CONDITION.  THE SURFACE MARK WAS REMOVED AND A NEW MARK SET DIRECTLY
 KD1052'OVER THE UNDERGROUND MARK.  RM 3 IS SOLID IN THE GROUND, THEREFORE, IT
 KD1052'WAS NOT REPLACED.  THE DIRECTION TO RM 4 AGREED WITH 1968 DATA, WHILE
 KD1052'THE DIRECTION TO RM 3 WAS 22 MINUTES, 7 SECONDS LARGER.  THE DISTANCE
 KD1052'TO RM 3 WAS 0.019 M (0.062 FT) SHORTER, THE DISTANCE TO RM 4 WAS 0.015
 KD1052'M (0.049 FT) LONGER AND THE DISTANCE BETWEEN THE MARKS WAS 0.058 M
 KD1052'(0.190 FT) SHORTER, THAN 1968 DATA.  DUE TO THE ABOVE, AND OTHER
 KD1052'CHANGES, A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 8.5
 KD1052'MI (13.7 KM) SW FROM MEXICO, 7 MI (11.3 KM) WNW OF AUXVASSE, 6 MI (9.7
 KD1052'KM) W OF U.S HWY 54, 2 MI (3.2 KM) E OF THE JUNCTION OF STATE ROADS
 KD1052'HH, M AND D, IN THE SE1/4, SEC26, T50N, R10W AND ON ROAD RIGHT-OF-WAY
 KD1052'ADJACENT TO PROPERTY OWNED BY WALLY FEUTZ, RURAL ROUE 1, MEXICO, MO
 KD1052'65265.  TO REACH THE STATION FROM THE POST OFFICE IN AUXVASSE, GO N ON
 KD1052'MAIN STREET AND U.S HWY 54 FOR 3.7 MI (6.0 KM) TO STATE ROAD HH.  TURN
 KD1052'LEFT AND GO W ON ROAD HH FOR 6.15 MI (9.90 KM) TO THE AZ MK ON THE
 KD1052'RIGHT, AT A CURVE IN THE ROAD. CONTINUE W ON ROAD HH FOR 0.3 MI (0.5
 KD1052'KM) TO A GRAVELED ROAD ON THE LEFT.  CONTINUE W ON ROAD HH FOR 0.05 MI
 KD1052'(0.08 KM) TO THE STATION ON THE RIGHT.
 KD1052' 
 KD1052'THE STATION IS A STANDARD NGS DISK STAMPED---BROWN 1934 1984---, SET
 KD1052'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN
 KD1052'DIAMETER, RECESSED 02 INCHES (5 CM) BELOW THE GROUND.  THE STATION IS
 KD1052'LOCATED 309.0 FT (94.2 M) W FROM THE CENTERLINE OF THE GRAVELED ROAD,
 KD1052'72.4 FT (22.1 M) E FROM A POWERLINE POLE NUMBERED 52510, 35.0 FT (10.7
 KD1052'M) N FROM THE CENTERLINE OF ROAD HH, 2.0 FT (0.6 M) SW FROM A WITNESS
 KD1052'POST.  RM NO 03, IS A STANDARD CGS DISK STAMPED---BROWN 1934 NO 3
 KD1052'1968---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES
 KD1052'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 274.0
 KD1052'FT (83.5 M) W FROM THE CENTERLINE OF THE GRAVELED ROAD, 107.3 FT (32.7
 KD1052'M) E FROM THE POWERLINE POLE, 37.5 FT (11.4 M) N FROM THE CENTERLINE
 KD1052'OF ROAD HH, 1.0 FT (0.3 M) W FROM A WITNESS POST.  RM NO 04, IS A
 KD1052'STANDARD CGS DISK STAMPED---BROWN 1934 NO 4 1968---, SET INTO THE TOP
 KD1052'OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER,
 KD1052'RECESSED 02 INCHES (5 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 KD1052'310.0 FT (94.5 M) W FROM THE EXTENDED CENTERLINE OF THE GRAVELED ROAD,
 KD1052'98.0 FT (29.9 M) SE FROM THE POWERLINE POLE, 31.0 FT (9.4 M) S FROM
 KD1052'THE CENTERLINE OF ROAD HH, 1.5 FT (0.5 M) W FROM A WITNESS POST, AND
 KD1052'2.0 FT (0.6 M) LOWER THAN THE STATION.  AZ MK NO 01, IS A STANDARD CGS
 KD1052'DISK STAMPED---BROWN 1934---, SET INTO THE TOP OF A ROUND CONCRETE
 KD1052'MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, PROJECTING 12 INCHES, 0(30
 KD1052'CM) ABOVE THE GROUND.  THE STATION IS LOCATED 30.0 FT (9.1 M) NE FORM
 KD1052'THE CENTERLINE OF A CURVE IN ROAD HH, 16.0 FT (4.9 M) W FROM A FENCE
 KD1052'CORNER, 1.3 FT (0.4 M) NW FROM A WITNESS POST, 1.0 FT (0.3 M) N FROM A
 KD1052'E-W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0543 ***********************************************************************
 LE0543  DESIGNATION -  BROWNING
 LE0543  PID         -  LE0543
 LE0543  STATE/COUNTY-  MO/LINN
 LE0543  USGS QUAD   -  BROWNING (1964)
 LE0543
 LE0543                         *CURRENT SURVEY CONTROL
 LE0543  ___________________________________________________________________
 LE0543* NAD 83(1997)-  40 01 49.71223(N)    093 08 35.89297(W)     ADJUSTED  
 LE0543* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 LE0543  ___________________________________________________________________
 LE0543  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 LE0543  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LE0543
 LE0543  HORZ ORDER  -  SECOND
 LE0543
 LE0543.The horizontal coordinates were established by classical geodetic methods
 LE0543.and adjusted by the National Geodetic Survey in February 2000..
 LE0543
 LE0543.The orthometric height was scaled from a topographic map.
 LE0543
 LE0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0543
 LE0543.The geoid height was determined by GEOID03.
 LE0543
 LE0543;                    North         East     Units Scale Factor Converg.
 LE0543;SPC MO C     -   466,030.331   445,093.712   MT  0.99997043   -0 24 49.6
 LE0543;UTM  15      - 4,431,149.558   487,773.085   MT  0.99960184   -0 05 31.8
 LE0543
 LE0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0543!SPC MO C     -   0.99996235  x   0.99997043  =   0.99993278
 LE0543!UTM  15      -   0.99996235  x   0.99960184  =   0.99956421
 LE0543
 LE0543:                Primary Azimuth Mark                     Grid Az
 LE0543:SPC MO C     -  BROWNING AZ MK                           018 36 38.1
 LE0543:UTM  15      -  BROWNING AZ MK                           018 17 20.3
 LE0543
 LE0543|---------------------------------------------------------------------|
 LE0543| PID    Reference Object                     Distance      Geod. Az  |
 LE0543|                                                           dddmmss.s |
 LE0543| CL8961 BROWNING AZ MK                                     0181148.5 |
 LE0543| CL8962 BROWNING RM 1                        28.548 METERS 06015     |
 LE0543| CL8963 BROWNING RM 2                        27.133 METERS 23231     |
 LE0543|---------------------------------------------------------------------|
 LE0543
 LE0543                          SUPERSEDED SURVEY CONTROL
 LE0543
 LE0543  NAD 83(1997)-  40 01 49.71344(N)    093 08 35.89388(W) AD(       ) 2
 LE0543  NAD 83(1986)-  40 01 49.71447(N)    093 08 35.89741(W) AD(       ) 2
 LE0543  NAD 27      -  40 01 49.63890(N)    093 08 35.15440(W) AD(       ) 2
 LE0543
 LE0543.Superseded values are not recommended for survey control.
 LE0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0543.See file dsdata.txt to determine how the superseded data were derived.
 LE0543
 LE0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE8777331150(NAD 83)
 LE0543_MARKER: DS = TRIANGULATION STATION DISK
 LE0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0543
 LE0543  HISTORY     - Date     Condition        Report By
 LE0543  HISTORY     - 1948     MONUMENTED       CGS
 LE0543  HISTORY     - 1967     GOOD             CGS
 LE0543
 LE0543                          STATION DESCRIPTION
 LE0543
 LE0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 LE0543'STATION IS LOCATED ABOUT 1-1/2 MILES EAST SOUTHEAST OF BROWNING IN
 LE0543'A PASTURE NEAR A SMALL GROVE OF TREES.  STATION IS 44 FEET SOUTH
 LE0543'SOUTHWEST OF A SMALL TREE WITH TRIANGLE BLAZE.  THE MARK PROJECTS
 LE0543'ABOUT 4 INCHES AND THE DISK IS STAMPED BROWNING 1948.
 LE0543'
 LE0543'REFERENCE MARK NO. 1 IS 93.66 FEET EAST OF STATION .  THE MARK IS
 LE0543'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BROWNING NO 1 1948.
 LE0543'
 LE0543'REFERENCE MARK NO. 2 IS 89.02 FEET WEST SOUTHWEST OF STATION.  THE
 LE0543'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BROWNING NO 2
 LE0543'1948.
 LE0543'
 LE0543'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHEAST OF STATION, 20
 LE0543'FEET WEST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 8 FEET
 LE0543'NORTHWEST OF A MAIL BOX AND 1 FOOT EAST OF A FENCE.  THE MARK
 LE0543'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BROWNING 1948.
 LE0543'
 LE0543'TO REACH FROM THE CROSSROADS AT THE COUNTY LINE ONE BLOCK NORTH OF
 LE0543'THE CHEVROLET GARAGE IN BROWNING GO EAST ON GRAVEL ROAD FOR 1.0
 LE0543'MILE TO T-ROAD RIGHT JUST BEFORE REACHING BRIDGE.  TURN RIGHT AND
 LE0543'GO SOUTHERLY FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT OR WEST SIDE
 LE0543'OF ROAD AS DESCRIBED.  CONTINUE SOUTH ON MAIN ROAD FOR 0.25 MILE
 LE0543'TO WIRE GATE ON RIGHT WHERE ROAD TURNS LEFT.  PASS THROUGH WIRE
 LE0543'GATE AND GO WEST NORTHWEST ACROSS PASTURE FOR 0.1 MILE TO
 LE0543'HIGHEST POINT AND STATION AS DESCRIBED.
 LE0543'
 LE0543'A 100 FOOT SIGNAL AT STATION PRUDIN 1928 IS VISIBLE AT 50 FEET.
 LE0543'
 LE0543'AN 87 FOOT SIGNAL AT STATION WHALEY 1928 IS VISIBLE AT 50 FEET.
 LE0543'
 LE0543'AN 87 FOOT SIGNAL AT STATION TAYLOR 1934 IS VISIBLE AT 50 FEET.
 LE0543'
 LE0543'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LE0543
 LE0543                          STATION RECOVERY (1967)
 LE0543
 LE0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0543'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LE0543'CONDITION.  THE STATION AND REFERENCE MARKS ARE IN AN OPEN
 LE0543'PASTURE.  THE AZIMUTH MARK IS ON THE RIGHT OF WAY OF A ROAD AND A
 LE0543'METAL WITNESS POST WAS SET 1.5 FEET NORTHWEST OF THE MARK.
 LE0543'
 LE0543'TO REACH FROM BROWNING, FROM THE JUNCTION OF STATE HIGHWAY 5 AND
 LE0543'COUNTY ROUTES O AND MM NEAR THE CENTER OF TOWN, GO EAST ON COUNTY
 LE0543'ROUTE O FOR 1.05 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 LE0543'SOUTHEAST AND SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 LE0543'RIGHT, CONTINUE SOUTH FOR 0.25 MILE TO WHITE BOARD GATES ON RIGHT
 LE0543'AND LEFT, TURN RIGHT THROUGH GATE AND GO WEST-SOUTHWEST FOR
 LE0543'0.1 MILE TO A GROVE OF TREES AND STATION.
 LE0543'
 LE0543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 LE0543'EAST-SOUTHEAST OF BROWNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2539 ***********************************************************************
 JD2539  DESIGNATION -  BRUMLEY
 JD2539  PID         -  JD2539
 JD2539  STATE/COUNTY-  MO/MILLER
 JD2539  USGS QUAD   -  BRUMLEY (1987)
 JD2539
 JD2539                         *CURRENT SURVEY CONTROL
 JD2539  ___________________________________________________________________
 JD2539* NAD 83(1997)-  38 04 53.65375(N)    092 25 20.96725(W)     ADJUSTED  
 JD2539* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 JD2539  ___________________________________________________________________
 JD2539  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 JD2539  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JD2539
 JD2539  HORZ ORDER  -  FIRST
 JD2539
 JD2539.The horizontal coordinates were established by classical geodetic methods
 JD2539.and adjusted by the National Geodetic Survey in February 2000..
 JD2539
 JD2539.The orthometric height was scaled from a topographic map.
 JD2539
 JD2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2539
 JD2539.The geoid height was determined by GEOID03.
 JD2539
 JD2539;                    North         East     Units Scale Factor Converg.
 JD2539;SPC MO C     -   249,488.561   506,799.814   MT  0.99993390   +0 02 52.1
 JD2539;UTM  15      - 4,215,022.935   550,647.749   MT  0.99963159   +0 21 22.3
 JD2539
 JD2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2539!SPC MO C     -   0.99995567  x   0.99993390  =   0.99988957
 JD2539!UTM  15      -   0.99995567  x   0.99963159  =   0.99958727
 JD2539
 JD2539:                Primary Azimuth Mark                     Grid Az
 JD2539:SPC MO C     -  IBERIA                                   091 43 44.4
 JD2539:UTM  15      -  IBERIA                                   091 25 14.2
 JD2539
 JD2539|---------------------------------------------------------------------|
 JD2539| PID    Reference Object                     Distance      Geod. Az  |
 JD2539|                                                           dddmmss.s |
 JD2539| JD2538 IBERIA                              APPROX.11.2 KM 0914636.5 |
 JD2539| CN5785 BRUMLEY RM 2                         21.324 METERS 14150     |
 JD2539| CN5783 BRUMLEY AZ MK                                      1722221.0 |
 JD2539| JD2540 BRUMLEY 2                            14.343 METERS 20819     |
 JD2539| CN5784 BRUMLEY RM 1                         23.566 METERS 35523     |
 JD2539|---------------------------------------------------------------------|
 JD2539
 JD2539                          SUPERSEDED SURVEY CONTROL
 JD2539
 JD2539  NAD 83(1986)-  38 04 53.66652(N)    092 25 20.96736(W) AD(       ) 1
 JD2539  NAD 27      -  38 04 53.53800(N)    092 25 20.32700(W) AD(       ) 1
 JD2539
 JD2539.Superseded values are not recommended for survey control.
 JD2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2539.See file dsdata.txt to determine how the superseded data were derived.
 JD2539
 JD2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5064815023(NAD 83)
 JD2539_MARKER: DS = TRIANGULATION STATION DISK
 JD2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2539
 JD2539  HISTORY     - Date     Condition        Report By
 JD2539  HISTORY     - 1947     MONUMENTED       CGS
 JD2539  HISTORY     - 1959     GOOD             CGS
 JD2539
 JD2539                          STATION DESCRIPTION
 JD2539
 JD2539'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2539'THE STATION IS LOCATED ABOUT 7.0 MILES WEST-SOUTHWEST OF IBERIA,
 JD2539'3.75 MILES EAST OF BRUMLEY, IN THE SW 1/4 OF SEC. 25, T. 39 N., R.
 JD2539'14 W., ON LAND OWNED BY RAY IRWIN.
 JD2539'
 JD2539'IT IS 47 FEET WEST OF THE CENTERLINE OF THE ROAD, 28.5 FEET WEST
 JD2539'OF THE FENCE, 28 FEET WEST OF AN OAK TREE WITH TRIANGLE BLAZE
 JD2539'AND 28 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 JD2539'AND THE DISK IS STAMPED BRUMLEY 1947.
 JD2539'
 JD2539'REFERENCE MARK NO. 1 IS 77.31 FEET NORTH-NORTHWEST OF THE STATION,
 JD2539'23 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF THE
 JD2539'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JD2539'BRUMLEY NO 1 1947.
 JD2539'
 JD2539'REFERENCE MARK NO. 2 IS 69.96 FEET EAST-SOUTHEAST OF THE STATION,
 JD2539'19 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF THE
 JD2539'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRUMLEY
 JD2539'NO 2 1947.
 JD2539'
 JD2539'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF THE STATION,
 JD2539'24 FEET SOUTH OF THE INTERSECTION OF THE CROSSROADS, 4 FEET
 JD2539'WEST-NORTHWEST OF AN OAK TREE AND 2.4 FEET EAST-SOUTHEAST OF A
 JD2539'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JD2539'STAMPED BRUMLEY 1947.
 JD2539'
 JD2539'TO REACH FROM THE POST OFFICE IN BRUMLEY, GO SOUTH-SOUTHWEST 0.2
 JD2539'MILE TO CROSSROADS TURN LEFT (EAST) ON COUNTY ROUTE D FOR 4.3 MILES
 JD2539'TO A CROSSROADS, TURN RIGHT (SOUTH) 0.15 MILE TO TOP OF RISE AND
 JD2539'STATION ON THE RIGHT.  CONTINUE ON PAST STATION 0.3 MILE TO
 JD2539'CROSSROADS AND AZIMUTH MARK IN THE SOUTH CORNER OF INTERSECTION.
 JD2539'
 JD2539'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2539
 JD2539                          STATION RECOVERY (1959)
 JD2539
 JD2539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 JD2539'STATION WAS RECOVERED AS DESCRIBED AND THE STATION AND REFERENCE
 JD2539'MARK NO. 2 WERE FOUND IN GOOD CONDITION, BUT THE AZIMUTH AND
 JD2539'REFERENCE MARK NO. 1 HAD BEEN DISPLACED BY ROAD MACHINERY.
 JD2539'STATION MARK IS ON THE APPROXIMATE CENTERLINE OF THE NEW ROAD,
 JD2539'STATE ROAD DD, SO IT WAS MOVED AND BRUMLEY 2 WAS ESTABLISHED.
 JD2539'THE SURFACE STATION MARK WAS DESTROYED, BUT THE CUT FOR THE NEW
 JD2539'ROAD IS ABOUT 2 FEET AT THIS LOCATION, SO THE UNDERGROUND
 JD2539'STATION MARK MAY REMAIN IN PLACE NEAR THE CENTERLINE OF THE
 JD2539'NEW ROAD.  FOR DETAILS, SEE THE DESCRIPTION OF BRUMLEY 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2540 ***********************************************************************
 JD2540  DESIGNATION -  BRUMLEY 2
 JD2540  PID         -  JD2540
 JD2540  STATE/COUNTY-  MO/MILLER
 JD2540  USGS QUAD   -  BRUMLEY (1987)
 JD2540
 JD2540                         *CURRENT SURVEY CONTROL
 JD2540  ___________________________________________________________________
 JD2540* NAD 83(1997)-  38 04 53.24424(N)    092 25 21.24646(W)     ADJUSTED  
 JD2540* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 JD2540  ___________________________________________________________________
 JD2540  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 JD2540  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JD2540
 JD2540  HORZ ORDER  -  SECOND
 JD2540
 JD2540.The horizontal coordinates were established by classical geodetic methods
 JD2540.and adjusted by the National Geodetic Survey in February 2000..
 JD2540.No horizontal observational check was made to the station.
 JD2540
 JD2540.The orthometric height was scaled from a topographic map.
 JD2540
 JD2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2540
 JD2540.The geoid height was determined by GEOID03.
 JD2540
 JD2540;                    North         East     Units Scale Factor Converg.
 JD2540;SPC MO C     -   249,475.930   506,793.021   MT  0.99993390   +0 02 51.9
 JD2540;UTM  15      - 4,215,010.271   550,641.025   MT  0.99963158   +0 21 22.2
 JD2540
 JD2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2540!SPC MO C     -   0.99995567  x   0.99993390  =   0.99988957
 JD2540!UTM  15      -   0.99995567  x   0.99963158  =   0.99958726
 JD2540
 JD2540|---------------------------------------------------------------------|
 JD2540| PID    Reference Object                     Distance      Geod. Az  |
 JD2540|                                                           dddmmss.s |
 JD2540| JD2539 BRUMLEY                              14.343 METERS 02819     |
 JD2540| CN5785 BRUMLEY RM 2                         20.416 METERS 10143     |
 JD2540| CN5786 BRUMLEY 2 RM 3                       15.188 METERS 16135     |
 JD2540|---------------------------------------------------------------------|
 JD2540
 JD2540                          SUPERSEDED SURVEY CONTROL
 JD2540
 JD2540  NAD 83(1986)-  38 04 53.25701(N)    092 25 21.24657(W) AD(       ) 2
 JD2540  NAD 27      -  38 04 53.12850(N)    092 25 20.60620(W) AD(       ) 2
 JD2540
 JD2540.Superseded values are not recommended for survey control.
 JD2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2540.See file dsdata.txt to determine how the superseded data were derived.
 JD2540
 JD2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5064115010(NAD 83)
 JD2540_MARKER: DS = TRIANGULATION STATION DISK
 JD2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2540
 JD2540  HISTORY     - Date     Condition        Report By
 JD2540  HISTORY     - 1959     MONUMENTED       CGS
 JD2540
 JD2540                          STATION DESCRIPTION
 JD2540
 JD2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 JD2540'STATION IS LOCATED ABOUT 7 MILES WEST OF IBERIA AND 4 MILES
 JD2540'EAST OF THE SMALL TOWN OF BRUMLEY IN THE SW 1/4 OF SEC. 25, T. 39
 JD2540'N., R. 14 W. ON LAND OWNED BY RAY IRWIN, 0.15 MILE SOUTH OF STATE
 JD2540'HIGHWAY 42, 145 FEET NORTH OF A POWER POLE, AND 31 FEET WEST OF
 JD2540'THE CENTER OF STATE ROAD DD.  THE MARK PROJECTS 4 INCHES AND THE
 JD2540'DISK IS STAMPED BRUMLEY 2 1959.
 JD2540'
 JD2540'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION AND 30
 JD2540'FEET EAST OF THE CENTER OF STATE ROAD DD.  THE MARK PROJECTS
 JD2540'4 INCHES AND THE DISK IS STAMPED BRUMLEY NO 2 1947.
 JD2540'
 JD2540'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION, 95 FEET
 JD2540'NORTH OF A POWER POLE, AND 30 FEET WEST OF THE CENTER OF STATE
 JD2540'ROAD DD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JD2540'BRUMLEY 2 NO 3 1959.
 JD2540'
 JD2540'AZIMUTH MARK WAS DESTROYED BY ROAD MACHINERY.
 JD2540'
 JD2540'TO REACH THE STATION FROM THE POST OFFICE IN BRUMLEY, GO SOUTH
 JD2540'FOR 0.2 MILE TO STATE HIGHWAY 42.  TURN LEFT AND GO EAST ON STATE
 JD2540'HIGHWAY 42 FOR 4.1 MILES TO THE JUNCTION OF STATE ROAD DD ON
 JD2540'THE RIGHT.  TURN RIGHT AND GO SOUTH ON STATE ROAD DD FOR 0.15
 JD2540'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 JD2540'
 JD2540'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0491 ***********************************************************************
 KD0491  DESIGNATION -  BRUNSWICK
 KD0491  PID         -  KD0491
 KD0491  STATE/COUNTY-  MO/CHARITON
 KD0491  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD0491
 KD0491                         *CURRENT SURVEY CONTROL
 KD0491  ___________________________________________________________________
 KD0491* NAD 83(1997)-  39 25 31.49708(N)    093 07 49.87286(W)     ADJUSTED  
 KD0491* NAVD 88     -       234.690  (meters)     769.98   (feet)  ADJUSTED  
 KD0491  ___________________________________________________________________
 KD0491  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 KD0491  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KD0491  DYNAMIC HT  -         234.553 (meters)     769.53  (feet)  COMP
 KD0491  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 KD0491
 KD0491  HORZ ORDER  -  FIRST
 KD0491  VERT ORDER  -  FIRST     CLASS II
 KD0491
 KD0491.The horizontal coordinates were established by classical geodetic methods
 KD0491.and adjusted by the National Geodetic Survey in February 2000..
 KD0491
 KD0491.The orthometric height was determined by differential leveling
 KD0491.and adjusted by the National Geodetic Survey in June 1991..
 KD0491
 KD0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0491
 KD0491.The geoid height was determined by GEOID03.
 KD0491
 KD0491.The dynamic height is computed by dividing the NAVD 88
 KD0491.geopotential number by the normal gravity value computed on the
 KD0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0491.degrees latitude (g = 980.6199 gals.).
 KD0491
 KD0491.The modeled gravity was interpolated from observed gravity values.
 KD0491
 KD0491;                    North         East     Units Scale Factor Converg.
 KD0491;SPC MO C     -   398,846.826   445,712.286   MT  0.99996961   -0 24 01.6
 KD0491;UTM  15      - 4,363,995.292   488,766.012   MT  0.99960155   -0 04 58.4
 KD0491
 KD0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0491!SPC MO C     -   0.99996828  x   0.99996961  =   0.99993789
 KD0491!UTM  15      -   0.99996828  x   0.99960155  =   0.99956984
 KD0491
 KD0491:                Primary Azimuth Mark                     Grid Az
 KD0491:SPC MO C     -  MISSOURI                                 239 00 40.8
 KD0491:UTM  15      -  MISSOURI                                 238 41 37.6
 KD0491
 KD0491|---------------------------------------------------------------------|
 KD0491| PID    Reference Object                     Distance      Geod. Az  |
 KD0491|                                                           dddmmss.s |
 KD0491| KD0473 MISSOURI                            APPROX.10.2 KM 2383639.2 |
 KD0491|---------------------------------------------------------------------|
 KD0491
 KD0491                          SUPERSEDED SURVEY CONTROL
 KD0491
 KD0491  NAD 83(1997)-  39 25 31.50033(N)    093 07 49.87698(W) AD(       ) 1
 KD0491  NAD 83(1986)-  39 25 31.50092(N)    093 07 49.87615(W) AD(       ) 1
 KD0491  NAD 27      -  39 25 31.40970(N)    093 07 49.15000(W) AD(       ) 1
 KD0491  NGVD 29 (??/??/92)  234.661  (m)          769.88   (f) ADJ UNCH    1 2
 KD0491
 KD0491.Superseded values are not recommended for survey control.
 KD0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0491.See file dsdata.txt to determine how the superseded data were derived.
 KD0491
 KD0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8876663995(NAD 83)
 KD0491_MARKER: P = PIPE CAP
 KD0491_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0491_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0491
 KD0491  HISTORY     - Date     Condition        Report By
 KD0491  HISTORY     - UNK      MONUMENTED       MORC
 KD0491  HISTORY     - 1928     GOOD             MORC
 KD0491  HISTORY     - 1935     GOOD             CGS
 KD0491  HISTORY     - 1948     GOOD             NGS
 KD0491  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0491
 KD0491                          STATION DESCRIPTION
 KD0491
 KD0491'DESCRIBED BY MISSOURI RIVER COMMISSION 1928 (EOH)
 KD0491'ABOUT 3 BLOCKS N OF P.O. AT BRUNSWICK, ON HIGHEST POINT OF
 KD0491'BLUFF, ON LAND OWNED AND OCCUPIED BY W.M. LANE, 15.3 METERS
 KD0491'(50 FEET) E OF SOUTHWEST CORNER OF MR. LANES PROPERTY, AND 1.4
 KD0491'METERS (5 FEET) S OF LARGE MAPLE TREE IN FENCE LINE.  MARKED BY
 KD0491'MISSOURI RIVER COMMISSION DISK IN IRON PIPE PROJECTING 6 INCHES
 KD0491'ABOVE SURFACE OF GROUND.
 KD0491
 KD0491                          STATION RECOVERY (1935)
 KD0491
 KD0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD0491'STATION WAS FOUND ON LAND DESCRIBED, NOW OWNED BY MRS. CISCO LEE
 KD0491'OF SUMNER, WHOSE HOUSE IS NOW TENANTED BY JACK NEBLOCK AND GUTHRIE
 KD0491'STRAUB, IN SEMINARY BLOCK, CITY OF BRUNSWICK.  THE STATION IS
 KD0491'ABOUT 1/8 MILE SW OF THE CITY WATER TOWER AND IS SE OF THE LEE
 KD0491'HOUSE, WHICH IS THE E HOUSE IN A ROW OF 3 HOUSES ON TOP OF
 KD0491'BLUFF.  STATION IS BEST APPROACHED ALONG A DRIVE LEADING SE
 KD0491'FROM KEYTE STREET AT A POINT OPPOSITE THE ELEMENTARY SCHOOL.
 KD0491'THE STATION IS IN GOOD CONDITION, THE DISK BEING LEVEL WITH
 KD0491'THE GROUND SURFACE.  THE DESCRIPTION SHOULD READ- 50 FEET SE
 KD0491'OF SE CORNER OF S WING OF ABOVE NOTED HOUSE, 51 FEET E OF
 KD0491'SW CORNER OF MRS. LEES PROPERTY, 2-1/2 FEET N OF PROPERTY-LINE
 KD0491'FENCE, 5 FEET S OF 20-INCH MAPLE TREE AND 32 FEET ESE OF
 KD0491'SIMILAR TREE.
 KD0491
 KD0491                          STATION RECOVERY (1948)
 KD0491
 KD0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 KD0491'AT BRUNSWICK.
 KD0491'AT BRUNSWICK, 1/2 BLOCK EAST AND 3 BLOCKS NORTH OF THE POST
 KD0491'OFFICE, ON TOP OF THE BLUFF, IN A FOOT PATH, 49.8 FEET SOUTHEAST
 KD0491'OF THE SOUTHEAST CORNER OF THE HOME OF A MR. HURBER, 50.5 FEET
 KD0491'EAST OF THE SOUTHWEST CORNER OF THE YARD, 5.5 FEET SOUTHWEST
 KD0491'OF THE FRONT GATE IN THE HURBER YARD, 4.8 FEET SOUTH OF A
 KD0491'20-INCH MAPLE TREE, 3.2 FEET SOUTH OF A FENCE, 2.4 FEET NORTH
 KD0491'OF A REFERENCE POST, A MRC IRON CAP BOLTED ON TOP OF A 4-INCH
 KD0491'IRON PIPE WHICH IS FLUSH WITH THE GROUND.
 KD0491
 KD0491                          STATION RECOVERY (1990)
 KD0491
 KD0491'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1191 ***********************************************************************
 KD1191  DESIGNATION -  BRUNSWICK ELEMEN SCH BELFRY
 KD1191  PID         -  KD1191
 KD1191  STATE/COUNTY-  MO/CHARITON
 KD1191  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD1191
 KD1191                         *CURRENT SURVEY CONTROL
 KD1191  ___________________________________________________________________
 KD1191* NAD 83(1997)-  39 25 35.82435(N)    093 07 53.88440(W)     ADJUSTED  
 KD1191* NAVD 88     -                                                        
 KD1191  ___________________________________________________________________
 KD1191  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 KD1191  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KD1191
 KD1191  HORZ ORDER  -  THIRD
 KD1191
 KD1191.The horizontal coordinates were established by classical geodetic methods
 KD1191.and adjusted by the National Geodetic Survey in February 2000..
 KD1191
 KD1191
 KD1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1191
 KD1191.The geoid height was determined by GEOID03.
 KD1191
 KD1191;                    North         East     Units Scale Factor Converg.
 KD1191;SPC MO C     -   398,980.942   445,617.277   MT  0.99996973   -0 24 04.2
 KD1191;UTM  15      - 4,364,128.830   488,670.297   MT  0.99960158   -0 05 01.0
 KD1191
 KD1191                          SUPERSEDED SURVEY CONTROL
 KD1191
 KD1191  NAD 83(1997)-  39 25 35.82751(N)    093 07 53.88850(W) AD(       ) 4
 KD1191  NAD 83(1986)-  39 25 35.82770(N)    093 07 53.88803(W) AD(       ) 4
 KD1191  NAD 27      -  39 25 35.73900(N)    093 07 53.16600(W) AD(       ) 3
 KD1191
 KD1191.Superseded values are not recommended for survey control.
 KD1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1191.See file dsdata.txt to determine how the superseded data were derived.
 KD1191
 KD1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8867064129(NAD 83)
 KD1191
 KD1191  HISTORY     - Date     Condition        Report By
 KD1191  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1191  HISTORY     - 1935     GOOD             CGS
 KD1191  HISTORY     - 1948     GOOD             CGS
 KD1191
 KD1191                          STATION DESCRIPTION
 KD1191
 KD1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1191'THIS STATION WAS EVIDENTLY MISNAMED, AS THE ONLY PROMINENT STEEPLE
 KD1191'IN THE CITY IS ON THE CITY ELEMENTARY SCHOOL BUILDING WHICH
 KD1191'FITS THE GEOGRAPHIC DESCRIPTION GIVEN.  LOCATED IN THE N PART
 KD1191'OF THE CITY OF BRUNSWICK, ON KEYTE STREET, ON TOP OF FIRST HILL N
 KD1191'OF BUSINESS DISTRICT NEAR BRINKER AVENUE.  STEEPLE IS ABOUT 100
 KD1191'FEET W OF KEYTE STREET AND 100 FEET S OF BRINKER AVENUE.  A
 KD1191'LARGE ORNAMENTAL BALL, ABOUT 2-1/2 FEET IN DIAMETER, SURMOUNTED
 KD1191'BY A SHORT SPIRE, WAS REMOVED FROM THE TOP OF THE STEEPLE IN
 KD1191'1931 OR 1932.  BUILDING AND STEEPLE ARE IN FAIR CONDITION.
 KD1191
 KD1191                          STATION RECOVERY (1948)
 KD1191
 KD1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1191'STATION IS LOCATED ON A HIGH POINT IN THE NORTHWEST PART OF THE
 KD1191'VILLAGE OF BRUNSWICK.  STATION IS OF RED BRICK AND THE BELFRY WHICH
 KD1191'IS ON THE EAST SIDE OF THE BUILDING IS WHITE WITH BLACK SHINGLES
 KD1191'AND ABOUT 100 FEET HIGH.
 KD1191'
 KD1191'THE POINT INTERSECTED WAS THE APEX OF THE BELFRY.
 KD1191'
 KD1191'TO REACH FROM THE POST OFFICE IN BRUNSWICK GO WESTERLY ON THE MAIN
 KD1191'STREET FOR 0.1 MILE TO KEYTE AVE.  TURN RIGHT AND GO NORTH ON KEYTE
 KD1191'AVE. FOR 0.2 MILE TO TOP OF HILL AND STATION ON THE LEFT OR WEST
 KD1191'SIDE OF STREET.
 KD1191'
 KD1191'PROBABLY THE SAME STATION AS BRUNSWICK, CHURCH SPIRE, 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1190 ***********************************************************************
 KD1190  DESIGNATION -  BRUNSWICK MUNICIPAL TANK
 KD1190  PID         -  KD1190
 KD1190  STATE/COUNTY-  MO/CHARITON
 KD1190  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD1190
 KD1190                         *CURRENT SURVEY CONTROL
 KD1190  ___________________________________________________________________
 KD1190* NAD 83(1997)-  39 25 43.80583(N)    093 07 45.25418(W)     ADJUSTED  
 KD1190* NAVD 88     -                                                        
 KD1190  ___________________________________________________________________
 KD1190  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 KD1190  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KD1190
 KD1190  HORZ ORDER  -  THIRD
 KD1190
 KD1190.The horizontal coordinates were established by classical geodetic methods
 KD1190.and adjusted by the National Geodetic Survey in February 2000..
 KD1190
 KD1190
 KD1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1190
 KD1190.The geoid height was determined by GEOID03.
 KD1190
 KD1190;                    North         East     Units Scale Factor Converg.
 KD1190;SPC MO C     -   399,225.634   445,825.398   MT  0.99996946   -0 23 58.7
 KD1190;UTM  15      - 4,364,374.582   488,876.982   MT  0.99960152   -0 04 55.5
 KD1190
 KD1190                          SUPERSEDED SURVEY CONTROL
 KD1190
 KD1190  NAD 83(1997)-  39 25 43.80897(N)    093 07 45.25819(W) AD(       ) 4
 KD1190  NAD 83(1986)-  39 25 43.80922(N)    093 07 45.25776(W) AD(       ) 4
 KD1190  NAD 27      -  39 25 43.71900(N)    093 07 44.53500(W) AD(       ) 3
 KD1190
 KD1190.Superseded values are not recommended for survey control.
 KD1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1190.See file dsdata.txt to determine how the superseded data were derived.
 KD1190
 KD1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8887764375(NAD 83)
 KD1190_MARKER: 53 = ELEVATED TANK
 KD1190
 KD1190  HISTORY     - Date     Condition        Report By
 KD1190  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1190  HISTORY     - 1935     GOOD             CGS
 KD1190  HISTORY     - 1948     GOOD             CGS
 KD1190  HISTORY     - 1990     GOOD             USPSQD
 KD1190
 KD1190                          STATION DESCRIPTION
 KD1190
 KD1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1190'LOCATED IN THE N PART OF THE CITY OF BRUNSWICK, ON TOP OF
 KD1190'BLUFF, ABOUT 5 BLOCKS N OF BUSINESS DISTRICT, 1 BLOCK E
 KD1190'OF KEYTE STREET, AND 40 FEET S OF 4TH STREET.  TANK IS ABOUT
 KD1190'100 FEET IN HEIGHT, ERECTED ABOUT 1925 AND IN GOOD CONDITION.
 KD1190
 KD1190                          STATION RECOVERY (1948)
 KD1190
 KD1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1190'STATION IS LOCATED ON A HIGH RIDGE IN THE NORTHEAST EDGE
 KD1190'OF THE VILLAGE OF BRUNSWICK.  STATION HAS FOUR STEEL LEGS,
 KD1190'36 FEET SQUARE AT BASE AND 125 FEET HIGH.  STATION IS SILVER
 KD1190'IN COLOR AND HAS A WHITE LIGHT ON THE TOP.
 KD1190'
 KD1190'THE POINT INTERSECTED WAS THE BALL FINIAL.
 KD1190'
 KD1190'TO REACH FROM THE POST OFFICE IN BRUNSWICK GO SOUTHEASTERLY
 KD1190'ON THE MAIN STREET FOR 0.25 MILE.  TURN LEFT AND GO NORTHERLY
 KD1190'0.4 MILE TO TOP OF RIDGE.  TURN LEFT ON T ROAD AND GO WEST
 KD1190'FOR 0.1 MILE TO STATION AS DESCRIBED.
 KD1190'
 KD1190'PROBABLY THE SAME STATION AS BRUNSWICK, CITY WATER TANK, 1928.
 KD1190
 KD1190                          STATION RECOVERY (1990)
 KD1190
 KD1190'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1227 ***********************************************************************
 HD1227  DESIGNATION -  BRUSH 2
 HD1227  PID         -  HD1227
 HD1227  STATE/COUNTY-  MO/CAMDEN
 HD1227  USGS QUAD   -  MACKS CREEK (1982)
 HD1227
 HD1227                         *CURRENT SURVEY CONTROL
 HD1227  ___________________________________________________________________
 HD1227* NAD 83(1997)-  37 58 24.34636(N)    092 53 47.73540(W)     ADJUSTED  
 HD1227* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 HD1227  ___________________________________________________________________
 HD1227  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HD1227  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HD1227
 HD1227  HORZ ORDER  -  THIRD
 HD1227
 HD1227.The horizontal coordinates were established by classical geodetic methods
 HD1227.and adjusted by the National Geodetic Survey in February 2000..
 HD1227.No horizontal observational check was made to the station.
 HD1227
 HD1227.The orthometric height was scaled from a topographic map.
 HD1227
 HD1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1227
 HD1227.The geoid height was determined by GEOID03.
 HD1227
 HD1227;                    North         East     Units Scale Factor Converg.
 HD1227;SPC MO C     -   237,557.406   465,155.937   MT  0.99994828   -0 14 38.5
 HD1227;UTM  15      - 4,202,872.022   509,082.120   MT  0.99960102   +0 03 49.1
 HD1227
 HD1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1227!SPC MO C     -   0.99995313  x   0.99994828  =   0.99990141
 HD1227!UTM  15      -   0.99995313  x   0.99960102  =   0.99955417
 HD1227
 HD1227|---------------------------------------------------------------------|
 HD1227| PID    Reference Object                     Distance      Geod. Az  |
 HD1227|                                                           dddmmss.s |
 HD1227| CQ5781 BRUSH 2 RM 3                         17.973 METERS 04853     |
 HD1227| CQ5782 BRUSH 2 RM 4                         20.314 METERS 22257     |
 HD1227| HD1228 BRANCH FOREST FIRE DETECT TWR       APPROX.12.1 KM 2303001.2 |
 HD1227| CQ5780 BRUSH 2 AZ MK                                      2362558.6 |
 HD1227| HD1226 BRUSH                                54.296 METERS 31320     |
 HD1227|---------------------------------------------------------------------|
 HD1227
 HD1227                          SUPERSEDED SURVEY CONTROL
 HD1227
 HD1227  NAD 83(1986)-  37 58 24.35733(N)    092 53 47.73563(W) AD(       ) 3
 HD1227  NAD 27      -  37 58 24.23169(N)    092 53 47.05584(W) AD(       ) 3
 HD1227
 HD1227.Superseded values are not recommended for survey control.
 HD1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1227.See file dsdata.txt to determine how the superseded data were derived.
 HD1227
 HD1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC0908202872(NAD 83)
 HD1227_MARKER: DS = TRIANGULATION STATION DISK
 HD1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1227
 HD1227  HISTORY     - Date     Condition        Report By
 HD1227  HISTORY     - 1968     MONUMENTED       CGS
 HD1227
 HD1227                          STATION DESCRIPTION
 HD1227
 HD1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HD1227'STATION IS LOCATED ABOUT 8-1/2 MILES WEST-SOUTHWEST OF CAMDENTON,
 HD1227'4 MILES EAST OF MACKS CREEK, IN SECTION 3, T 37 N, R 18 W, AND
 HD1227'ON THE SOUTHEAST EDGE OF THE RIGHT-OF-WAY OF U.S. HIGHWAY
 HD1227'54, AND IN THE NORTHEAST ANGLE OF THE INTERSECTION OF U.S.
 HD1227'HIGHWAY 54 AND COUNTY ROAD U.
 HD1227'
 HD1227'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 HD1227'STATE HIGHWAYS 5 AND 7 IN CAMDENTON, GO SOUTHWEST ON U.S.
 HD1227'HIGHWAY 54 FOR 9.95 MILES TO A STORE AND SERVICE STATION
 HD1227'ON THE RIGHT AND THE STATION ON THE LEFT.  (COUNTY ROAD J
 HD1227'GOES NORTHWEST AND COUNTY ROAD U GOES SOUTH AT THIS POINT.)
 HD1227'
 HD1227'STATION MARKS ARE STANDARD DISK STAMPED BRUSH 2 1968.  THE
 HD1227'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 HD1227'WHICH PROJECTS 1 INCH.  IT IS ABOUT 400 FEET EAST OF THE
 HD1227'INTERSECTION OF COUNTY ROAD U, 300 FEET SOUTH OF THE STORE,
 HD1227'91 FEET WEST OF A POWERLINE POLE, 50 FEET EAST OF THE CENTER OF
 HD1227'U.S. HIGHWAY 54, 35 FEET SOUTH OF THE CENTER OF FARM ROAD, 8
 HD1227'FEET NORTHEAST OF A PROJECTED LINE OF THE SOUTHWEST SIDE
 HD1227'OF THE STORE, AND 2 FEET EAST OF A METAL WITNESS POST.  THE
 HD1227'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HD1227'30 INCHES BELOW THE SURFACE OF THE GROUND.
 HD1227'
 HD1227'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BRUSH 2 NO. 3
 HD1227'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HD1227'2 INCHES.  IT IS 50 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 HD1227'54, AND 27 FEET NORTHEAST OF THE CENTER OF THE FARM ROAD.
 HD1227'
 HD1227'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BRUSH 2 NO. 4
 HD1227'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HD1227'2 INCHES.  IT IS 50 FEET EAST OF THE CENTER OF U.S. HIGHWAY 54.
 HD1227'
 HD1227'AZIMUTH MARK, A STANDARD DISK STAMPED BRUSH 2 1968, IS SET IN THE
 HD1227'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HD1227'OF THE GROUND.  IT IS ABOUT 150 FEET SOUTHWEST OF THE NEW
 HD1227'RIGHT-OF-WAY FOR U.S. HIGHWAY 54, 33 FEET SOUTHEAST OF THE
 HD1227'CENTER OF OLD U.S. HIGHWAY 54, 4 FEET NORTHEAST OF A POWERLINE
 HD1227'POLE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 HD1227'
 HD1227'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON U.S.
 HD1227'54 FOR 0.4 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0853 ***********************************************************************
 HC0853  DESIGNATION -  BRUSHY
 HC0853  PID         -  HC0853
 HC0853  STATE/COUNTY-  MO/TEXAS
 HC0853  USGS QUAD   -  HOUSTON (1981)
 HC0853
 HC0853                         *CURRENT SURVEY CONTROL
 HC0853  ___________________________________________________________________
 HC0853* NAD 83(1997)-  37 20 59.28272(N)    091 55 44.08243(W)     ADJUSTED  
 HC0853* NAVD 88     -       390.0    (meters)    1280.     (feet)  VERTCON   
 HC0853  ___________________________________________________________________
 HC0853  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HC0853  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 HC0853
 HC0853  HORZ ORDER  -  FIRST
 HC0853
 HC0853.The horizontal coordinates were established by classical geodetic methods
 HC0853.and adjusted by the National Geodetic Survey in February 2000..
 HC0853
 HC0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0853
 HC0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0853
 HC0853.The geoid height was determined by GEOID03.
 HC0853
 HC0853;                    North         East     Units Scale Factor Converg.
 HC0853;SPC MO C     -   168,424.188   550,596.555   MT  0.99996486   +0 20 47.3
 HC0853;UTM  15      - 4,134,216.030   594,864.346   MT  0.99971085   +0 38 59.5
 HC0853
 HC0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0853!SPC MO C     -   0.99994351  x   0.99996486  =   0.99990837
 HC0853!UTM  15      -   0.99994351  x   0.99971085  =   0.99965438
 HC0853
 HC0853|---------------------------------------------------------------------|
 HC0853| PID    Reference Object                     Distance      Geod. Az  |
 HC0853|                                                           dddmmss.s |
 HC0853| CQ5783 BRUSHY RM 1                          11.844 METERS 03739     |
 HC0853| HC0854 BRUSHY AZ MK                        APPROX. 0.6 KM 2123437.7 |
 HC0853| CQ5784 BRUSHY RM 2                          28.874 METERS 21244     |
 HC0853| HC0856 HOUSTON CABLEVISION MAST            APPROX. 3.6 KM 2131611.9 |
 HC0853| HC0858 HOUSTON S MUN STANDPIPE             APPROX. 5.6 KM 2131700.4 |
 HC0853| HC0855 HOUSTON W MUN STANDPIPE             APPROX. 1.9 KM 2355921.0 |
 HC0853| HD1106 HOUSTON LOT                         APPROX.14.2 KM 2652041.9 |
 HC0853|---------------------------------------------------------------------|
 HC0853
 HC0853                          SUPERSEDED SURVEY CONTROL
 HC0853
 HC0853  NAD 83(1986)-  37 20 59.29455(N)    091 55 44.08095(W) AD(       ) 1
 HC0853  NAD 27      -  37 20 59.12439(N)    091 55 43.52293(W) AD(       ) 1
 HC0853  NGVD 29 (07/19/86)  389.9    (m)         1279.     (f) VERT ANG       
 HC0853
 HC0853.Superseded values are not recommended for survey control.
 HC0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0853.See file dsdata.txt to determine how the superseded data were derived.
 HC0853
 HC0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9486434216(NAD 83)
 HC0853_MARKER: DS = TRIANGULATION STATION DISK
 HC0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0853+STABILITY: SURFACE MOTION
 HC0853
 HC0853  HISTORY     - Date     Condition        Report By
 HC0853  HISTORY     - 1977     MONUMENTED       NGS
 HC0853
 HC0853                          STATION DESCRIPTION
 HC0853
 HC0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0853'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHEAST OF HOUSTON
 HC0853'5-1/4 MILES WEST-NORTHWEST OF RAYMONDVILLE AND 11 MILES
 HC0853'SOUTH-SOUTHWEST OF LICKING IN THE NORTHEAST 1/4 OF SECTION 33
 HC0853'R 9 W, T 31 N, AND ON THE HIGHWAY RIGHT-OF-WAY.
 HC0853'PERMISSION GRANTED BY THE MISSOURI DEPARTMENT OF HIGHWAYS,
 HC0853'DISTRICT 9, POST OFFICE BOX 220, WILLOW SPRINGS, 65587.
 HC0853'TELEPHONE NUMBER 469-4134.
 HC0853'
 HC0853'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 63 AND
 HC0853'COUNTY ROADS B AND F IN HOUSTON, GO
 HC0853'NORTH ON HIGHWAY 63 FOR 1.9
 HC0853'MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 HC0853'FROM THE STATION GO SOUTH ON HIGHWAY 63 FOR 0.4 MILE TO THE
 HC0853'MARK ON THE LEFT UP ON TOP OF A CUTBANK.
 HC0853'
 HC0853'THE STATION MARKS ARE STANDARD DISKS STAMPED---BRUSHY 1977---.
 HC0853'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0853'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 HC0853'SURFACE WITH A METAL ROD EMBEDDED IN THE TOP.  IT IS
 HC0853'80 FEET EAST
 HC0853'OF THE CENTER OF HIGHWAY 63 AND 3.7 FEET WEST OF A FENCELINE.
 HC0853'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HC0853'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HC0853'
 HC0853'REFERENCE MARK 1, A STANDARD DISK
 HC0853'STAMPED---BRUSHY NO 1 1977---, IS
 HC0853'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0853'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET EAST OF
 HC0853'THE CENTER OF HIGHWAY 63 AND 2.5 FEET WEST OF THE FENCELINE.
 HC0853'
 HC0853'REFERENCE MARK 2, A STANDARD DISK
 HC0853'STAMPED---BRUSHY NO 2 1977---, IS
 HC0853'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0853'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET EAST OF
 HC0853'THE CENTER OF HIGHWAY 63 AND 3 FEET WEST OF THE FENCELINE.
 HC0853'
 HC0853'THE AZIMUTH MARK, A STANDARD DISK STAMPED---BRUSHY 1977---, IS
 HC0853'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 36 FEET WEST OF A
 HC0853'METAL WITNESS POST AND 38 FEET EAST OF THE WEST EDGE OF THE
 HC0853'CUTBANK.
 HC0853'
 HC0853'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
 HC0853'DESCRIBED BY RONALD L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0854 ***********************************************************************
 HC0854  DESIGNATION -  BRUSHY AZ MK
 HC0854  PID         -  HC0854
 HC0854  STATE/COUNTY-  MO/TEXAS
 HC0854  USGS QUAD   -  HOUSTON (1981)
 HC0854
 HC0854                         *CURRENT SURVEY CONTROL
 HC0854  ___________________________________________________________________
 HC0854* NAD 83(1997)-  37 20 42.86072(N)    091 55 57.22522(W)     ADJUSTED  
 HC0854* NAVD 88     -       386.7    (meters)    1269.     (feet)  VERTCON   
 HC0854  ___________________________________________________________________
 HC0854  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 HC0854  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HC0854
 HC0854  HORZ ORDER  -  SECOND
 HC0854
 HC0854.The horizontal coordinates were established by classical geodetic methods
 HC0854.and adjusted by the National Geodetic Survey in February 2000..
 HC0854
 HC0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0854
 HC0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0854
 HC0854.The geoid height was determined by GEOID03.
 HC0854
 HC0854;                    North         East     Units Scale Factor Converg.
 HC0854;SPC MO C     -   167,915.992   550,276.147   MT  0.99996446   +0 20 39.2
 HC0854;UTM  15      - 4,133,706.275   594,546.714   MT  0.99971011   +0 38 51.3
 HC0854
 HC0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0854!SPC MO C     -   0.99994403  x   0.99996446  =   0.99990849
 HC0854!UTM  15      -   0.99994403  x   0.99971011  =   0.99965415
 HC0854
 HC0854                          SUPERSEDED SURVEY CONTROL
 HC0854
 HC0854  NAD 83(1986)-  37 20 42.87255(N)    091 55 57.22374(W) AD(       ) 2
 HC0854  NAD 27      -  37 20 42.70209(N)    091 55 56.66535(W) AD(       ) 2
 HC0854  NGVD 29 (07/19/86)  386.6    (m)         1268.     (f) VERT ANG       
 HC0854
 HC0854.Superseded values are not recommended for survey control.
 HC0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0854.See file dsdata.txt to determine how the superseded data were derived.
 HC0854
 HC0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9454733706(NAD 83)
 HC0854_MARKER: DZ = AZIMUTH MARK DISK
 HC0854_SETTING: 66 = SET IN ROCK OUTCROP
 HC0854_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HC0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC0854+STABILITY: POSITION/ELEVATION WELL
 HC0854
 HC0854  HISTORY     - Date     Condition        Report By
 HC0854  HISTORY     - 1977     MONUMENTED       NGS
 HC0854
 HC0854                          STATION DESCRIPTION
 HC0854
 HC0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0854'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF HOUSTON,
 HC0854'5-1/4 MILES WEST-NORTHWEST OF RAYMONDVILLE AND 11 MILES
 HC0854'SOUTH-SOUTHWEST OF LICKING IN THE SOUTHWEST 1/4 OF SECTION
 HC0854'33, R 9 W, T 31 N. AND ON THE HIGHWAY RIGHT-OF-WAY.
 HC0854'PERMISSION GRANTED BY THE MISSOURI DEPARTMENT OF HIGHWAYS,
 HC0854'DISTRICT 9, POST OFFICE BOX 220, WILLOW SPRINGS, 65586.
 HC0854'TELEPHONE NUMBER 469-4134.
 HC0854'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HC0854'BRUSHY USING ELECTRONIC DISTANCE EQUIPMENT.
 HC0854'
 HC0854'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND
 HC0854'COUNTY ROADS B AND F IN HOUSTON, GO
 HC0854'NORTH ON HIGHWAY 63 FOR 1.5 MILES TO THE STATION
 HC0854'ON THE RIGHT, ON THE TOP OF THE CUTBANK.
 HC0854'
 HC0854'THE STATION MARK, A STANDARD AZIMUTH MARK DISK
 HC0854'STAMPED---BRUSHY 1977---, IS
 HC0854'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 36 FEET WEST OF A
 HC0854'METAL WITNESS POST AND 38 FEET EAST OF THE WEST EDGE OF THE
 HC0854'CUTBANK.
 HC0854'
 HC0854'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE5421 ***********************************************************************
 AE5421  DESIGNATION -  BT 02
 AE5421  PID         -  AE5421
 AE5421  STATE/COUNTY-  MO/BATES
 AE5421  USGS QUAD   -  BUTLER (1961)
 AE5421
 AE5421                         *CURRENT SURVEY CONTROL
 AE5421  ___________________________________________________________________
 AE5421* NAD 83(1997)-  38 18 30.55833(N)    094 20 48.06584(W)     ADJUSTED  
 AE5421* NAVD 88     -       265.6    (meters)     871.     (feet)  GPS OBS   
 AE5421  ___________________________________________________________________
 AE5421  X           -    -379,824.523 (meters)                     COMP
 AE5421  Y           -  -4,997,044.050 (meters)                     COMP
 AE5421  Z           -   3,932,514.881 (meters)                     COMP
 AE5421  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AE5421  ELLIP HEIGHT-         233.44  (meters)          (12/22/97) GPS OBS
 AE5421  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 AE5421
 AE5421  HORZ ORDER  -  B
 AE5421  ELLP ORDER  -  FOURTH    CLASS I
 AE5421
 AE5421.The horizontal coordinates were established by GPS observations
 AE5421.and adjusted by the National Geodetic Survey in December 1997..
 AE5421
 AE5421.The orthometric height was determined by GPS observations and a
 AE5421.high-resolution geoid model.
 AE5421
 AE5421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5421
 AE5421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5421
 AE5421.The ellipsoidal height was determined by GPS observations
 AE5421.and is referenced to NAD 83.
 AE5421
 AE5421.The geoid height was determined by GEOID03.
 AE5421
 AE5421;                    North         East     Units Scale Factor Converg.
 AE5421;SPC MO W     -   237,701.092   863,408.648   MT  0.99994339   +0 05 42.1
 AE5421;UTM  15      - 4,240,901.188   382,259.130   MT  0.99977073   -0 50 05.6
 AE5421
 AE5421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5421!SPC MO W     -   0.99996337  x   0.99994339  =   0.99990676
 AE5421!UTM  15      -   0.99996337  x   0.99977073  =   0.99973411
 AE5421
 AE5421                          SUPERSEDED SURVEY CONTROL
 AE5421
 AE5421.No superseded survey control is available for this station.
 AE5421
 AE5421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8225940901(NAD 83)
 AE5421_MARKER: DD = SURVEY DISK
 AE5421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5421_STAMPING: BT-02 1997
 AE5421_MARK LOGO: MODNR 
 AE5421_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5421+STABILITY: SURFACE MOTION
 AE5421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5421+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 AE5421
 AE5421  HISTORY     - Date     Condition        Report By
 AE5421  HISTORY     - 1997     MONUMENTED       MODNR
 AE5421  HISTORY     - 19970529 GOOD             NGS
 AE5421  HISTORY     - 20050507 GOOD             INDIV
 AE5421
 AE5421                          STATION DESCRIPTION
 AE5421
 AE5421'DESCRIBED BY MO DEPT OF NAT RES 1997 (BDC)
 AE5421'THE STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) SOUTH OF
 AE5421'HARRISONVILLE, MO., ABOUT 1.6 KM (1.00 MI) SOUTH OF PASSAIC, MO.,
 AE5421'ALONG THE EAST SIDE OF BUSINESS HIGHWAY 71, NORTH OF THE U.S. HIGHWAY
 AE5421'71 OVERPASS, EAST OF AND IN LINE WITH 2 BOX CULVERTS RUNNING UNDER THE
 AE5421'HIGHWAY AND RAILROAD TRACKS, JUST WEST OF A RIGHT-OF-WAY FENCE AND
 AE5421'WITNESS POST.  TO REACH THE STATION FROM THE JUNCTION OF BUSINESS
 AE5421'HIGHWAY 71 AND COUNTY ROADS D AND F IN PASSAIC, GO SOUTHERLY, 1.6 KM
 AE5421'(1.00 MI) ALONG BUSINESS HIGHWAY 71 TO THE STATION ON THE LEFT, JUST
 AE5421'WEST OF THE FENCE AND WITNESS POST.  THE STATION IS 61.3 M (201.1 FT)
 AE5421'NORTH OF A UTILITY POLE, 21.4 M (70.2 FT) EAST OF THE BUSINESS 71
 AE5421'CENTERLINE, 13.6 M (44.6 FT) EAST OF AND IN LINE WITH THE BOX CULVERTS
 AE5421'EAST FACE, 0.3 M (1.0 FT) WEST OF THE FENCE AND WITNESS POST, AND THE
 AE5421'MONUMENT IS ABOUT 0.8 M (2.6 FT) BELOW THE HIGHWAY LEVEL AND FLUSH
 AE5421'WITH THE GROUND SURFACE.  BY R.G.  HAYES.
 AE5421
 AE5421                          STATION RECOVERY (1997)
 AE5421
 AE5421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5421'THE STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) SOUTH OF
 AE5421'HARRISONVILLE, ABOUT 1.6 KM (1.00 MI) SOUTH OF PASSAIC, ON THE EAST
 AE5421'SIDE OF BUSINESS HIGHWAY 71, NORTH OF THE U.S. HIGHWAY 71 OVERPASS,
 AE5421'EAST OF AND IN LINE WITH 2 BOX CULVERTS RUNNING UNDER THE HIGHWAY AND
 AE5421'RAILROAD TRACKS.  TO REACH THE STATION FROM THE JUNCTION OF BUSINESS
 AE5421'HIGHWAY 71 AND COUNTY ROADS D AND F IN PASSAIC, GO SOUTHERLY FOR 1.6
 AE5421'KM (1.00 MI) ON BUSINESS HIGHWAY 71 TO THE STATION ON THE LEFT.
 AE5421'STATION IS 61.3 M (201.1 FT) NORTH OF A UTILITY POLE, 21.4 M (70.2 FT)
 AE5421'EAST OF THE CENTERLINE OF BUSINESS HIGHWAY 71, 13.6 M (44.6 FT) EAST
 AE5421'OF AND IN LINE WITH THE EAST EDGE OF THE BOX CULVERTS, 0.3 M (1.0 FT)
 AE5421'WEST OF THE WITNESS POST IN FENCE LINE, ABOUT 0.8 M (2.6 FT) LOWER
 AE5421'THAN THE HIGHWAY AND FLUSH WITH GROUND.
 AE5421
 AE5421                          STATION RECOVERY (2005)
 AE5421
 AE5421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 AE5421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9774 ***********************************************************************
 AD9774  DESIGNATION -  BU 01
 AD9774  PID         -  AD9774
 AD9774  STATE/COUNTY-  MO/BUCHANAN
 AD9774  USGS QUAD   -  ST JOSEPH NORTH (1978)
 AD9774
 AD9774                         *CURRENT SURVEY CONTROL
 AD9774  ___________________________________________________________________
 AD9774* NAD 83(1997)-  39 48 08.03725(N)    094 48 53.38531(W)     ADJUSTED  
 AD9774* NAVD 88     -       324.7    (meters)    1065.     (feet)  GPS OBS   
 AD9774  ___________________________________________________________________
 AD9774  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AD9774  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 AD9774
 AD9774  HORZ ORDER  -  FIRST
 AD9774
 AD9774.The horizontal coordinates were established by GPS observations
 AD9774.and adjusted by the National Geodetic Survey in February 2000..
 AD9774
 AD9774.The orthometric height was determined by GPS observations and a
 AD9774.high-resolution geoid model.
 AD9774
 AD9774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9774
 AD9774.The geoid height was determined by GEOID03.
 AD9774
 AD9774;                    North         East     Units Scale Factor Converg.
 AD9774;SPC MO W     -   403,557.956   823,039.679   MT  0.99995012   -0 12 05.5
 AD9774;UTM  15      - 4,407,382.734   344,635.993   MT  0.99989717   -1 09 43.1
 AD9774
 AD9774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9774!SPC MO W     -   0.99995408  x   0.99995012  =   0.99990420
 AD9774!UTM  15      -   0.99995408  x   0.99989717  =   0.99985125
 AD9774
 AD9774                          SUPERSEDED SURVEY CONTROL
 AD9774
 AD9774  NAD 83(1997)-  39 48 08.03724(N)    094 48 53.38532(W) AD(       ) 1
 AD9774  NAD 83(1997)-  39 48 08.03724(N)    094 48 53.38533(W) AD(       ) 1
 AD9774  NAD 83(1986)-  39 48 08.03993(N)    094 48 53.38081(W) AD(       ) 1
 AD9774
 AD9774.Superseded values are not recommended for survey control.
 AD9774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9774.See file dsdata.txt to determine how the superseded data were derived.
 AD9774
 AD9774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4463607383(NAD 83)
 AD9774_MARKER: DD = SURVEY DISK
 AD9774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9774_STAMPING: BU-01 1993
 AD9774_MARK LOGO: MODNR 
 AD9774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9774+STABILITY: SURFACE MOTION
 AD9774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9774+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 AD9774
 AD9774  HISTORY     - Date     Condition        Report By
 AD9774  HISTORY     - 1993     MONUMENTED       MODNR
 AD9774  HISTORY     - 20060723 GOOD             GEOCAC
 AD9774
 AD9774                          STATION DESCRIPTION
 AD9774
 AD9774'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9774'STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9774'WITH THE SURFACE. THE STATION IS IN THE NORTH CENTRAL PART OF ST.
 AD9774'JOSEPH, MO ON THE EAST SIDE OF US HWY.  169 AND BELT HIGHWAY (LOOP
 AD9774'I-29) AT THE Y-JUNCTION WHERE US HWY.  169 VEERS NORTHEAST IN FRONT OF
 AD9774'MO. HIGHWAY PATROL HEADQUARTERS FOR TROOP H.  IT IS 230 FT (70.1 M)
 AD9774'NORTH OF THE SOUTH ENTRANCE TO TROOP H HEADQUARTERS, 225 FT (68.6 M)
 AD9774'SOUTH OF A TRAFFIC SIGNAL, 135 FT (41.1 M) SOUTH OF A HIGHWAY ROUTE
 AD9774'MARKER AT JUNCTION, 27.8 FT (8.5 M) EAST OF BACK OF CURB, 29.8 FT (9.1
 AD9774'M) ENE OF THE CENTER OF A BELL SYSTEM MANHOLE, 31.8 FT (9.7 M) SSW OF
 AD9774'A KPL GASOLINE WARNING SIGN. THE AZIMUTH MARK IS ABOUT 0.25 MI (0.40
 AD9774'KM) SOUTHWEST IN THE SOUTHWEST ANGLE OF THE TRAFFIC LIGHT INTERSECTION
 AD9774'OF KARNES ROAD AND ASHLAND AVENUE.  IT IS 15.0 FT (4.6 M) WEST OF A
 AD9774'NAIL AND SHINER IN THE NORTH SIDE OF A UTILITY POLE, 11.5 FT (3.5 M)
 AD9774'NORTH OF THE CENTER POST OF A SIGN FOR EYE CLINICS, 8.5 FT (2.6 M) ENE
 AD9774'OF A NAIL AND SHINER IN THE NORTH SIDE OF A UTILITY POLE, AND 14.9 FT
 AD9774'(4.5 M) SSE OF THE EDGE OF PAVEMENT AT A JOINT. TO REACH THE STATION
 AD9774'IN THE NORTH CENTRAL ST.  JOSEPH, MO, GO TO THE Y-JUNCTION OF BUSINESS
 AD9774'ROUTE I-29 AND US HWY.  169 AND THE STATION ON THE EAST SIDE AS
 AD9774'DESCRIBED. TO REACH THE AZIMUTH MARK BU-01A FROM THE STATION, GO SOUTH
 AD9774'ON BELT HWY.  (BUS.  RT.  I-29 AND US HWY.  169) FOR 0.2 MI (0.3 KM)
 AD9774'TO TRAFFIC LIGHT INTERSECTION WITH KARNES RD.  TURN RIGHT AND GO WEST
 AD9774'ON KARNES FOR 0.1 MI (0.2 KM) TO MARK ON THE LEFT IN THE SOUTHEAST
 AD9774'ANGLE OF TRAFFIC LIGHT INTERSECTION WITH ASHLAND BLVD.  AS DESCRIBED.
 AD9774'DATE OF REPORT 05-15-1996
 AD9774
 AD9774                          STATION RECOVERY (2006)
 AD9774
 AD9774'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9774'AZIMUTH MARK NOT SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9775 ***********************************************************************
 AD9775  DESIGNATION -  BU 02
 AD9775  PID         -  AD9775
 AD9775  STATE/COUNTY-  MO/BUCHANAN
 AD9775  USGS QUAD   -  ST JOSEPH NORTH (1978)
 AD9775
 AD9775                         *CURRENT SURVEY CONTROL
 AD9775  ___________________________________________________________________
 AD9775* NAD 83(1997)-  39 46 22.22796(N)    094 46 06.03390(W)     ADJUSTED  
 AD9775* NAVD 88     -       278.7    (meters)     914.     (feet)  GPS OBS   
 AD9775  ___________________________________________________________________
 AD9775  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 AD9775  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 AD9775
 AD9775  HORZ ORDER  -  FIRST
 AD9775
 AD9775.The horizontal coordinates were established by GPS observations
 AD9775.and adjusted by the National Geodetic Survey in February 2000..
 AD9775
 AD9775.The orthometric height was determined by GPS observations and a
 AD9775.high-resolution geoid model.
 AD9775
 AD9775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9775
 AD9775.The geoid height was determined by GEOID03.
 AD9775
 AD9775;                    North         East     Units Scale Factor Converg.
 AD9775;SPC MO W     -   400,281.821   827,010.764   MT  0.99994768   -0 10 18.0
 AD9775;UTM  15      - 4,404,040.714   348,551.391   MT  0.99988238   -1 07 53.4
 AD9775
 AD9775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9775!SPC MO W     -   0.99996131  x   0.99994768  =   0.99990899
 AD9775!UTM  15      -   0.99996131  x   0.99988238  =   0.99984369
 AD9775
 AD9775                          SUPERSEDED SURVEY CONTROL
 AD9775
 AD9775  NAD 83(1997)-  39 46 22.22795(N)    094 46 06.03392(W) AD(       ) 1
 AD9775  NAD 83(1997)-  39 46 22.22795(N)    094 46 06.03392(W) AD(       ) 1
 AD9775  NAD 83(1986)-  39 46 22.23067(N)    094 46 06.03009(W) AD(       ) 1
 AD9775
 AD9775.Superseded values are not recommended for survey control.
 AD9775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9775.See file dsdata.txt to determine how the superseded data were derived.
 AD9775
 AD9775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4855104041(NAD 83)
 AD9775_MARKER: DD = SURVEY DISK
 AD9775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9775_STAMPING: BU-02 1993
 AD9775_MARK LOGO: MODNR 
 AD9775_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9775+STABILITY: SURFACE MOTION
 AD9775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9775+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 AD9775
 AD9775  HISTORY     - Date     Condition        Report By
 AD9775  HISTORY     - 1993     MONUMENTED       MODNR
 AD9775  HISTORY     - 20060704 GOOD             GEOCAC
 AD9775
 AD9775                          STATION DESCRIPTION
 AD9775
 AD9775'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9775'STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATION FLUSH
 AD9775'WITH THE SURFACE. THE STATION IS LOCATED ON THE TOP OF A CUT BANK ON
 AD9775'THE WEST SIDE OF ROUTE AC (RIVERSIDE ROAD) ABOUT 0.2 MI (0.3 KM) NORTH
 AD9775'OF FARAON STREET.  IT IS 80.5 FT (24.5 M) WEST OF THE WEST EDGE OF RT.
 AD9775'AC PAVEMENT AT STATION 3575, 34.8 FT (10.6 M) SOUTHEAST OF A NAIL AND
 AD9775'SHINER IN THE NORTHEAST SIDE OF A UTILITY POLE WITH A METER BOX, 27.6
 AD9775'FT (8.4 M) SOUTHEAST OF A 5/8 IN REBAR WITH A STEEL T-POST GUARD STAKE
 AD9775'AND 32.3 FT (9.8 M) SOUTH OF A NAIL AND SHINER IN THE EAST SIDE OF A
 AD9775'UTILITY POLE WITH A TRANSFORMER. THE AZIMUTH MARK IS 0.4 MI (0.6 KM)
 AD9775'NORTH ON THE WEST SIDE OF RT.  AC AT STATION 1600.  IT IS 65.0 FT
 AD9775'(19.8 M) WEST OF THE WEST EDGE OF PAVEMENT IN THE AREA BETWEEN OLD AND
 AD9775'NEW ROUTE AC.  IT IS 46.0 FT (14.0 M) EAST OF THE CENTER LINE OF THE
 AD9775'OLD PAVEMENT, 35.9 FT (10.9 M) EAST OF THE OLD EDGE OF PAVEMENT AND
 AD9775'175 FT (53.3 M) NORTH OF A CROSSOVER. TO REACH THE AZIMUTH MARK FROM
 AD9775'THE JUNCTION OF MO.  HWY.  6 AND ROUTE AC IN THE NORTHEAST PART OF ST.
 AD9775'JOSEPH, MO, GO SOUTH ON ROUTE AC FOR 0.25 MI (0.40 KM) TO THE AZIMUTH
 AD9775'MARK BU-02A ON THE RIGHT (WEST) SIDE AS DESCRIBED. TO REACH THE
 AD9775'STATION FROM THE AZIMUTH MARK, CONTINUE SOUTH ON ROUTE AC FOR 0.4 MI
 AD9775'(0.6 KM) TO THE STATION ON THE RIGHT (WEST) SIDE AT TOP OF GRADE AND
 AD9775'TOP OF CUT AS DESCRIBED. DATE OF REPORT 05-15-1996
 AD9775
 AD9775                          STATION RECOVERY (2006)
 AD9775
 AD9775'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9775'AZIMUTH MARK NOT SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9776 ***********************************************************************
 AD9776  DESIGNATION -  BU 03
 AD9776  PID         -  AD9776
 AD9776  STATE/COUNTY-  MO/BUCHANAN
 AD9776  USGS QUAD   -  ST JOSEPH NORTH (1978)
 AD9776
 AD9776                         *CURRENT SURVEY CONTROL
 AD9776  ___________________________________________________________________
 AD9776* NAD 83(1997)-  39 48 23.57118(N)    094 46 03.01782(W)     ADJUSTED  
 AD9776* NAVD 88     -       264.1    (meters)     866.     (feet)  GPS OBS   
 AD9776  ___________________________________________________________________
 AD9776  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 AD9776  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 AD9776
 AD9776  HORZ ORDER  -  FIRST
 AD9776
 AD9776.The horizontal coordinates were established by GPS observations
 AD9776.and adjusted by the National Geodetic Survey in February 2000..
 AD9776
 AD9776.The orthometric height was determined by GPS observations and a
 AD9776.high-resolution geoid model.
 AD9776
 AD9776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9776
 AD9776.The geoid height was determined by GEOID03.
 AD9776
 AD9776;                    North         East     Units Scale Factor Converg.
 AD9776;SPC MO W     -   404,023.841   827,093.721   MT  0.99994763   -0 10 16.5
 AD9776;UTM  15      - 4,407,780.573   348,697.034   MT  0.99988184   -1 07 54.4
 AD9776
 AD9776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9776!SPC MO W     -   0.99996359  x   0.99994763  =   0.99991122
 AD9776!UTM  15      -   0.99996359  x   0.99988184  =   0.99984543
 AD9776
 AD9776                          SUPERSEDED SURVEY CONTROL
 AD9776
 AD9776  NAD 83(1997)-  39 48 23.57117(N)    094 46 03.01784(W) AD(       ) 1
 AD9776  NAD 83(1997)-  39 48 23.57117(N)    094 46 03.01785(W) AD(       ) 1
 AD9776  NAD 83(1986)-  39 48 23.57378(N)    094 46 03.01384(W) AD(       ) 1
 AD9776
 AD9776.Superseded values are not recommended for survey control.
 AD9776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9776.See file dsdata.txt to determine how the superseded data were derived.
 AD9776
 AD9776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4869707781(NAD 83)
 AD9776_MARKER: DD = SURVEY DISK
 AD9776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9776_STAMPING: BU-03 1993
 AD9776_MARK LOGO: MODNR 
 AD9776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9776+STABILITY: SURFACE MOTION
 AD9776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9776+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 AD9776
 AD9776  HISTORY     - Date     Condition        Report By
 AD9776  HISTORY     - 1993     MONUMENTED       MODNR
 AD9776  HISTORY     - 20060723 GOOD             GEOCAC
 AD9776
 AD9776                          STATION DESCRIPTION
 AD9776
 AD9776'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9776'STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9776'WITH THE SURFACE. THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF
 AD9776'THE ST.  JOSEPH, MISSOURI CITY LIMITS IN THE NORTHEAST ANGLE OF THE
 AD9776'INTERSECTION OF RIVERSIDE AND COOK ROADS ON A BERM ON THE NORTH SIDE
 AD9776'OF COOK ROAD. IT IS 70.7 FT (21.5 M) EAST OF THE EAST EDGE OF
 AD9776'RIVERSIDE PAVEMENT, 98.3 FT (30.0 M) ESE OF A 5/8 IN RE-BAR IN CENTER
 AD9776'LINE OF RIVERSIDE FOR THE CORNER TO SECTIONS 35 AND 36 TOWNSHIP 58N,
 AD9776'RANGE 35 WEST, 84.6 FT (25.8 M) ENE OF A PK NAIL IN CENTER LINE OF
 AD9776'RIVERSIDE RD. FOR CORNER TO SECTIONS 30 AND 31 OF TOWNSHIP 58 NORTH,
 AD9776'RANGE 34 WEST. THE AZIMUTH MARK IS 0.2 MI (0.3 KM) EAST ON THE NORTH
 AD9776'SIDE OF COOK ROAD AND UNDER A N-S ELECTRIC TRANSMISSION LINE.  IT IS
 AD9776'10.3 FT (3.1 M) NORTH OF A COTTON PICKER SPINDLE IN CENTERLINE OF COOK
 AD9776'RD, 16.9 SOUTHEAST OF A NAIL AND SHINER IN SOUTHWEST SIDE OF POWER
 AD9776'POLE, 17.1 FT (5.2 M) SOUTHWEST OF A NAIL AND SHINER IN THE SOUTHEAST
 AD9776'SIDE OF A POWER POLE AND 16.3 FT (5.0 M) SOUTHWEST OF A WITNESS POST
 AD9776'AT A POWER POLE. TO REACH THE STATION FROM I-29 EXIT 47 (FREDERICK
 AD9776'AVE.  AND MISSOURI HIGHWAY 6) IN THE EAST PART OF ST.  JOSEPH, MO, GO
 AD9776'EAST ON HIGHWAY 6 FOR 1.4 MI (2.3 KM) TO RIVERSIDE ROAD (ROUTE AC
 AD9776'SOUTH ONLY) .  TURN LEFT AND GO NORTH ON RIVERSIDE FOR 1.65 MI (2.66
 AD9776'KM) TO COOK RD.  AND THE STATION ON THE RIGHT IN THE NORTHEAST ANGLE
 AD9776'AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 AD9776'COOK RD.  FOR 0.2 MI (0.3 KM) TO MARK ON THE LEFT (NORTH) SIDE AS
 AD9776'DESCRIBED. COOK ROAD EAST OF RIVERSIDE HAS BEEN TEMPORARILY CLOSED FOR
 AD9776'SEVERAL YEARS, BUT BRIDGE REPLACEMENT AND REOPENING ARE TENTATIVELY
 AD9776'SCHEDULED WITHIN NEXT YEAR OR TWO.  DRIVING ACCESS TO STATION MAY BE
 AD9776'ACCOMPLISHED BY OPENING FIELD ENTRANCE GATE NORTH OF BARRICADE WHICH
 AD9776'IS USUALLY UNLOCKED. DATE OF REPORT 05-15-1996
 AD9776
 AD9776                          STATION RECOVERY (2006)
 AD9776
 AD9776'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9776'COOK ROAD APPEARS TO HAVE BEEN REALINED IN CONJUCTION WITH THE BRIDGE
 AD9776'REPLACEMENT. THE STATION IS LOCATED NEAR THE SOUTHEAST ANGLE OF THE
 AD9776'INTERSECTION OF RIVERSIDE AND COOK ROADS AT THE TOP OF THE DITCH ON
 AD9776'THE SOUTH SIDE OF COOK ROAD. IT IS 70.7 FT (21.5 M) EAST OF THE EAST
 AD9776'EDGE OF RIVERSIDE ROAD, 49 FT (15 M) SOUTH OF THE CENTERLINE OF COOK
 AD9776'ROAD, AND 37 FT (11 M) SOUTH OF THE SOUTH PAVEMENT EDGE OF COOD ROAD.
 AD9776' 
 AD9776' 
 AD9776'THE REFERENCES FOR THE AZIMUTH MARK WERE NOT FOUND, NOR WAS THE
 AD9776'AZIMUTH MARK.
 AD9776' 
 AD9776' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9777 ***********************************************************************
 AD9777  DESIGNATION -  BU 04
 AD9777  PID         -  AD9777
 AD9777  STATE/COUNTY-  MO/BUCHANAN
 AD9777  USGS QUAD   -  ST JOSEPH NORTH (1978)
 AD9777
 AD9777                         *CURRENT SURVEY CONTROL
 AD9777  ___________________________________________________________________
 AD9777* NAD 83(1997)-  39 48 58.77306(N)    094 50 26.15835(W)     ADJUSTED  
 AD9777* NAVD 88     -       303.99   (meters)     997.3    (feet)  LEVELING  
 AD9777  ___________________________________________________________________
 AD9777  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AD9777  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 AD9777
 AD9777  HORZ ORDER  -  FIRST
 AD9777  VERT ORDER  -  THIRD ?
 AD9777
 AD9777.The horizontal coordinates were established by GPS observations
 AD9777.and adjusted by the National Geodetic Survey in February 2000..
 AD9777
 AD9777.The orthometric height was determined by differential leveling.
 AD9777.The vertical network tie was performed by a horz. field party for horz.
 AD9777.obs reductions. Reset procedures were used to establish the elevation.
 AD9777
 AD9777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9777
 AD9777.The geoid height was determined by GEOID03.
 AD9777
 AD9777;                    North         East     Units Scale Factor Converg.
 AD9777;SPC MO W     -   405,130.740   820,838.798   MT  0.99995164   -0 13 05.1
 AD9777;UTM  15      - 4,408,992.114   342,461.896   MT  0.99990555   -1 10 43.8
 AD9777
 AD9777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9777!SPC MO W     -   0.99995731  x   0.99995164  =   0.99990895
 AD9777!UTM  15      -   0.99995731  x   0.99990555  =   0.99986287
 AD9777
 AD9777                          SUPERSEDED SURVEY CONTROL
 AD9777
 AD9777  NAD 83(1997)-  39 48 58.77305(N)    094 50 26.15836(W) AD(       ) 1
 AD9777  NAD 83(1997)-  39 48 58.77305(N)    094 50 26.15837(W) AD(       ) 1
 AD9777  NAD 83(1986)-  39 48 58.77571(N)    094 50 26.15360(W) AD(       ) 1
 AD9777
 AD9777.Superseded values are not recommended for survey control.
 AD9777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9777.See file dsdata.txt to determine how the superseded data were derived.
 AD9777
 AD9777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4246208992(NAD 83)
 AD9777_MARKER: DD = SURVEY DISK
 AD9777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9777_STAMPING: BU-04 1993
 AD9777_MARK LOGO: MODNR 
 AD9777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9777+STABILITY: SURFACE MOTION
 AD9777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9777+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9777
 AD9777  HISTORY     - Date     Condition        Report By
 AD9777  HISTORY     - 1993     MONUMENTED       MODNR
 AD9777  HISTORY     - 20060704 GOOD             GEOCAC
 AD9777
 AD9777                          STATION DESCRIPTION
 AD9777
 AD9777'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9777'THE STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS
 AD9777'FLUSH WITH THE SURFACE. THE STATION IS LOCATED ON THE WEST SIDE OF THE
 AD9777'SOUTH BOUND LANE OF US HWY.  59 ABOUT 0.55 MI (0.89 KM) SOUTH OF THE
 AD9777'ANDREW COUNTY LINE AND 0.1 MI (0.2 KM) NORTH OF A Y-JUNCTION WITH
 AD9777'ROUTE K IN THE NW ANGLE OF A COMMERCIAL ENTRANCE.  IT IS 55.8 FT (17.0
 AD9777'M) WEST OF THE EDGE OF HWY.  59 PAVEMENT, 31.3 FT (9.5 M) NW OF A
 AD9777'PUNCH MARK ON THE END OF AN 18 CMP, 44.5 FT (13.6 M) NORTH OF CENTER
 AD9777'LINE OF THE ENTRANCE, 30.0 FT (9.1 M) NORTH OF THE NW CORNER OF THE
 AD9777'NORTH CURB ON THE ENTRANCE, 28.7 FT (8.7 M) NORTH OF THE NORTHERLY
 AD9777'ANCHOR BOLT OF A LIGHT POST, AND 1.3 FT (0.4 M) SOUTH OF A WITNESS
 AD9777'POST. THE AZIMUTH MARK IS 0.3 MI (0.5 KM) SOUTH ON THE EAST SIDE OF
 AD9777'THE SOUTH BOUND LANE OF HWY.  59 IN THE GRASS MEDIAN JUST SOUTH OF THE
 AD9777'GREEN VALLEY ROAD CROSSOVER.  IT IS 53.0 FT (16.2 M) SOUTH OF THE
 AD9777'CENTER LINE OF GREEN VALLEY ROAD WEST, 27.4 FT (8.4 M) SSW OF A NAIL
 AD9777'AND SHINER IN A YIELD SIGN POST AT THE SOUTH NOSE OF THE CROSSOVER,
 AD9777'43.8 FT (13.4 M) NE OF A BUS STOP SIGN POST AND 8.0 FT (2.4 M) EAST OF
 AD9777'THE SOUTH BOUND PAVEMENT. TO REACH THE AZIMUTH MARK FROM THE NW CORNER
 AD9777'OF THE COURTHOUSE AT THE INTERSECTIN OF 4TH AND FARAON STREETS, GO
 AD9777'NORTH ON 4TH (US HWY.  59) FOR 0.3 MI (0.5 KM) WHERE THE ROAD VEERS
 AD9777'RIGHT AND CONTINUES NORTHERLY AS HWY.  59 AND ST.  JOSEPH AVE.,
 AD9777'CONTINUE NORTHERLY ON HWY.  59 AND ST.  JOSEPH FOR 2.6 MI (4.2 KM) TO
 AD9777'AZIMUTH MARK ON LEFT IN MEDIAN JUST SOUTH OF GREEN VALLEY ROAD
 AD9777'CROSSOVER AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK
 AD9777'CONTINUE NORTH ON US HWY. 59 FOR 0.25 MI (0.40 KM) TO STATION ON LEFT
 AD9777'(WEST) IN NW ANGLE OF A COMMERCIAL ENTRANCE ON THE SOUTH BOUND LANE OF
 AD9777'HWY.  59 AS DESCRIBED.  (COMMERCIAL BUILDINGS ARE IN Y OF THE JUNCTION
 AD9777'WITH ROUTE K WHICH IS JUST SOUTH OF STATION.) DATE OF REPORT
 AD9777'05-15-1996
 AD9777
 AD9777                          STATION RECOVERY (2006)
 AD9777
 AD9777'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9777'THE WITNESS POST HAS BEEN REMOVED. THE AZIMUTH MARK WAS NOT SEARCHED
 AD9777'FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9778 ***********************************************************************
 AD9778  DESIGNATION -  BU 05
 AD9778  PID         -  AD9778
 AD9778  STATE/COUNTY-  MO/BUCHANAN
 AD9778  USGS QUAD   -  ST JOSEPH NORTH (1978)
 AD9778
 AD9778                         *CURRENT SURVEY CONTROL
 AD9778  ___________________________________________________________________
 AD9778* NAD 83(1997)-  39 46 03.11385(N)    094 50 46.79521(W)     ADJUSTED  
 AD9778* NAVD 88     -       271.40   (meters)     890.4    (feet)  LEVELING  
 AD9778  ___________________________________________________________________
 AD9778  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AD9778  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 AD9778
 AD9778  HORZ ORDER  -  FIRST
 AD9778  VERT ORDER  -  THIRD ?
 AD9778
 AD9778.The horizontal coordinates were established by GPS observations
 AD9778.and adjusted by the National Geodetic Survey in February 2000..
 AD9778
 AD9778.The orthometric height was determined by differential leveling.
 AD9778.The vertical network tie was performed by a horz. field party for horz.
 AD9778.obs reductions. Reset procedures were used to establish the elevation.
 AD9778
 AD9778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9778
 AD9778.The geoid height was determined by GEOID03.
 AD9778
 AD9778;                    North         East     Units Scale Factor Converg.
 AD9778;SPC MO W     -   399,715.270   820,327.041   MT  0.99995201   -0 13 17.5
 AD9778;UTM  15      - 4,403,586.225   341,859.482   MT  0.99990789   -1 10 52.7
 AD9778
 AD9778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9778!SPC MO W     -   0.99996243  x   0.99995201  =   0.99991445
 AD9778!UTM  15      -   0.99996243  x   0.99990789  =   0.99987033
 AD9778
 AD9778                          SUPERSEDED SURVEY CONTROL
 AD9778
 AD9778  NAD 83(1997)-  39 46 03.11384(N)    094 50 46.79523(W) AD(       ) 1
 AD9778  NAD 83(1997)-  39 46 03.11384(N)    094 50 46.79523(W) AD(       ) 1
 AD9778  NAD 83(1986)-  39 46 03.11656(N)    094 50 46.79101(W) AD(       ) 1
 AD9778
 AD9778.Superseded values are not recommended for survey control.
 AD9778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9778.See file dsdata.txt to determine how the superseded data were derived.
 AD9778
 AD9778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4185903586(NAD 83)
 AD9778_MARKER: DD = SURVEY DISK
 AD9778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9778_STAMPING: BU-05 1993
 AD9778_MARK LOGO: MODNR 
 AD9778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9778+STABILITY: SURFACE MOTION
 AD9778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9778+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 AD9778
 AD9778  HISTORY     - Date     Condition        Report By
 AD9778  HISTORY     - 1993     MONUMENTED       MODNR
 AD9778  HISTORY     - 20060704 GOOD             GEOCAC
 AD9778
 AD9778                          STATION DESCRIPTION
 AD9778
 AD9778'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9778'THE STATION AND AZIMUTH ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9778'WITH THE SURFACE. THE STATION IS LOCATED IN THE SOUTHEAST LAWN OF ST.
 AD9778'JOSEPH CITY HALL ABOUT 3 FT (0.9 M) EAST OF THE EAST BUILDING LINE OF
 AD9778'CITY HALL, 12.1 FT (3.7 M) NORTH OF BACK OF CURB OF FRANCIS STREET,
 AD9778'1.5 FT (0.5 M) NORTH OF EDGE OF THE SIDEWALK, 62.2 FT (19.0 M) WEST OF
 AD9778'THE SW ANCHOR BOLT OF A STREET LIGHT, 95.5 FT (29.1 M) EAST OF THE SE
 AD9778'ANCHOR BOLT OF A STREET LIGHT WITH A BUS STOP SIGN AND 80.3 FT (24.5
 AD9778'M) SE OF AN 8 IN NORWAY MAPLE. THE AZIMUTH MARK IS ABOUT 0.3 MI (0.5
 AD9778'KM) WEST IN THE SW ANGLE OF THE INTERSECTION OF FRANCIS ST.  AND NORTH
 AD9778'7TH STREET.  IT IS 2.0 FT (0.6 M) SOUTH OF THE E-W SIDEWALK, 4.8 FT
 AD9778'(1.5 M) EAST OF THE N-S SIDEWALK, 9.5 FT (2.9 M) SOUTH OF A 1.5 FT
 AD9778'(0.5 M) DIAMETER FOOTING FOR A STREET SIGN IN THE E-W SIDEWALK, 17.7
 AD9778'FT (5.4 M) NE OF A PARKING SIGN POST AND 17.9 FT (5.5 M) NE OF A STOP
 AD9778'SIGN POST. TO REACH THE STATION FROM I-29, EXIT 47 (MO HWY.  6 AND
 AD9778'FREDERICK BLVD.  GO WEST AND SOUTHWEST ON FREDERICK FOR 2.9 MI (4.7
 AD9778'KM) TO 12TH STREET, TURN LEFT AND GO SOUTH ON 12TH ST.  FOR 0.15 MI
 AD9778'(0.24 KM) TO FRANCIS STREET.  TURN RIGHT AND GO WEST ON FRANCIS FOR
 AD9778'0.05 MI (0.08 KM) TO STAION ON RIGHT NORTH SIDE AS DESCRIBED. TO REACH
 AD9778'THE AZIMUTH MARK FROM THE STATION GO WEST ON FRANCIS STREET FOR 0.3 MI
 AD9778'(0.5 KM) TO INTERSECTION WITH NORTH 7TH STREET AND MARK ON LEFT
 AD9778'(SOUTH) IN SOUTHWEST ANGLE OF INTERSECTION AS DESCRIBED. DATE OF
 AD9778'REPORT 05-15-1996
 AD9778
 AD9778                          STATION RECOVERY (2006)
 AD9778
 AD9778'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9778'THE STATION AND AZIMITH MARK WERE FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9779 ***********************************************************************
 AD9779  DESIGNATION -  BU 06
 AD9779  PID         -  AD9779
 AD9779  STATE/COUNTY-  MO/BUCHANAN
 AD9779  USGS QUAD   -  ST JOSEPH NORTH (1978)
 AD9779
 AD9779                         *CURRENT SURVEY CONTROL
 AD9779  ___________________________________________________________________
 AD9779* NAD 83(1997)-  39 46 10.18512(N)    094 48 22.87057(W)     ADJUSTED  
 AD9779* NAVD 88     -       297.7    (meters)     977.     (feet)  GPS OBS   
 AD9779  ___________________________________________________________________
 AD9779  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AD9779  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 AD9779
 AD9779  HORZ ORDER  -  FIRST
 AD9779
 AD9779.The horizontal coordinates were established by GPS observations
 AD9779.and adjusted by the National Geodetic Survey in February 2000..
 AD9779
 AD9779.The orthometric height was determined by GPS observations and a
 AD9779.high-resolution geoid model.
 AD9779
 AD9779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9779
 AD9779.The geoid height was determined by GEOID03.
 AD9779
 AD9779;                    North         East     Units Scale Factor Converg.
 AD9779;SPC MO W     -   399,920.868   823,753.111   MT  0.99994965   -0 11 45.5
 AD9779;UTM  15      - 4,403,734.399   345,288.346   MT  0.99989468   -1 09 20.7
 AD9779
 AD9779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9779!SPC MO W     -   0.99995831  x   0.99994965  =   0.99990796
 AD9779!UTM  15      -   0.99995831  x   0.99989468  =   0.99985300
 AD9779
 AD9779                          SUPERSEDED SURVEY CONTROL
 AD9779
 AD9779  NAD 83(1997)-  39 46 10.18511(N)    094 48 22.87059(W) AD(       ) 1
 AD9779  NAD 83(1997)-  39 46 10.18511(N)    094 48 22.87059(W) AD(       ) 1
 AD9779  NAD 83(1986)-  39 46 10.18787(N)    094 48 22.86660(W) AD(       ) 1
 AD9779
 AD9779.Superseded values are not recommended for survey control.
 AD9779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9779.See file dsdata.txt to determine how the superseded data were derived.
 AD9779
 AD9779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4528803734(NAD 83)
 AD9779_MARKER: DD = SURVEY DISK
 AD9779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9779_STAMPING: BU-06 1993
 AD9779_MARK LOGO: MODNR 
 AD9779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9779+STABILITY: SURFACE MOTION
 AD9779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9779+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 AD9779
 AD9779  HISTORY     - Date     Condition        Report By
 AD9779  HISTORY     - 1993     MONUMENTED       MODNR
 AD9779  HISTORY     - 20060704 GOOD             GEOCAC
 AD9779
 AD9779                          STATION DESCRIPTION
 AD9779
 AD9779'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9779'STATION AND AZIMUTH ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH WITH
 AD9779'THE SURFACE. THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE
 AD9779'INTERSECTION FOR FARAON AND 36TH STREETS IN ST.  JOSEPH, MO ON AN AREA
 AD9779'MOWED AS LAWN OF THE N.S.  HILLYARD AVTS SCHOOL.  IT IS 28.6 FT (8.7
 AD9779'M) SOUTH OF THE SOUTH EDGE OF FARAON PAVEMENT, 22.9 FT (7.0 M) WEST OF
 AD9779'BACK CURB, 24.3 FT (7.4 M) NORTHWEST OF AN X ON THE SW CORNER OF A
 AD9779'CURB INLET, 34.2 FT (10.4 M) NORTHEAST OF A V ON THE CENTER OF A 15
 AD9779'RCP HOWL AND 13.6 SW OF A WITNESS STICKER ON A TRAFFIC SIGNAL POST.
 AD9779'THE AZIMUTH MARK IS 0.3 MI (0.5 KM) NORTH ON THE WEST SIDE OF 36TH
 AD9779'STREET OPPOSITE A T-JUNCTION OF AN UNNAMED STREET EAST.  IT IS 4.8 FT
 AD9779'(1.5 M) SOUTHWEST OF A GUARDRAIL POST, 8.2 FT (2.5 M) BACK OF CURB,
 AD9779'4.7 FT (1.4 M) NORTHWEST OF THE SOUTHWEST BOLT IN THE END PANEL OF THE
 AD9779'GUARDRAIL AND 41.5 FT (12.6 M) NORTH OF THE EXTENDED CENTER LINE OF
 AD9779'THE UNNAMED STREET. TO REACH THE STATION FROM THE JUNCTION OF US HWY.
 AD9779'69 (BELT HIGHWAY) AND MO HWY.  6 (FREDERICK AVE.) IN ST.  JOSEPH, MO,
 AD9779'GO SOUTH ON BELT HWY.  FOR 0.5 MI (0.8 KM) TO TRAFFIC LIGHT
 AD9779'INTERSECTION WITH FARAON STREET.  TURN RIGHT AND GO WEST ON FARAON FOR
 AD9779'0.15 MI (0.24 KM) (1 BLOCK) TO TRAFFIC LIGHT INTERSECTION WITH 36TH
 AD9779'STREET AND STATION ON LEFT IN SOUTHWEST ANGLE OF INTERSECTION AS
 AD9779'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 AD9779'36TH ST.  FOR 0.25 MI (0.40 KM) TO THE SOUTH END OF A GUARDRAIL AND
 AD9779'AZIMUTH MARK ON THE LEFT (WEST) SIDE OF STREET AS DESCRIBED. DATE OF
 AD9779'REPORT 05-15-1996
 AD9779
 AD9779                          STATION RECOVERY (2006)
 AD9779
 AD9779'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9779'AZIMUTH MARK NOT SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9780 ***********************************************************************
 AD9780  DESIGNATION -  BU 07
 AD9780  PID         -  AD9780
 AD9780  STATE/COUNTY-  MO/BUCHANAN
 AD9780  USGS QUAD   -  ST JOSEPH NORTH (1978)
 AD9780
 AD9780                         *CURRENT SURVEY CONTROL
 AD9780  ___________________________________________________________________
 AD9780* NAD 83(1997)-  39 45 03.35471(N)    094 46 32.50942(W)     ADJUSTED  
 AD9780* NAVD 88     -       297.7    (meters)     977.     (feet)  GPS OBS   
 AD9780  ___________________________________________________________________
 AD9780  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AD9780  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 AD9780
 AD9780  HORZ ORDER  -  FIRST
 AD9780
 AD9780.The horizontal coordinates were established by GPS observations
 AD9780.and adjusted by the National Geodetic Survey in February 2000..
 AD9780
 AD9780.The orthometric height was determined by GPS observations and a
 AD9780.high-resolution geoid model.
 AD9780
 AD9780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9780
 AD9780.The geoid height was determined by GEOID03.
 AD9780
 AD9780;                    North         East     Units Scale Factor Converg.
 AD9780;SPC MO W     -   397,851.289   826,373.224   MT  0.99994805   -0 10 34.7
 AD9780;UTM  15      - 4,401,621.356   347,873.279   MT  0.99988492   -1 08 08.5
 AD9780
 AD9780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9780!SPC MO W     -   0.99995833  x   0.99994805  =   0.99990638
 AD9780!UTM  15      -   0.99995833  x   0.99988492  =   0.99984325
 AD9780
 AD9780                          SUPERSEDED SURVEY CONTROL
 AD9780
 AD9780  NAD 83(1997)-  39 45 03.35470(N)    094 46 32.50944(W) AD(       ) 1
 AD9780  NAD 83(1997)-  39 45 03.35470(N)    094 46 32.50944(W) AD(       ) 1
 AD9780  NAD 83(1986)-  39 45 03.35745(N)    094 46 32.50571(W) AD(       ) 1
 AD9780
 AD9780.Superseded values are not recommended for survey control.
 AD9780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9780.See file dsdata.txt to determine how the superseded data were derived.
 AD9780
 AD9780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4787301621(NAD 83)
 AD9780_MARKER: DD = SURVEY DISK
 AD9780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9780_STAMPING: BU-07 1993
 AD9780_MARK LOGO: MODNR 
 AD9780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9780+STABILITY: SURFACE MOTION
 AD9780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9780+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 AD9780
 AD9780  HISTORY     - Date     Condition        Report By
 AD9780  HISTORY     - 1993     MONUMENTED       MODNR
 AD9780  HISTORY     - 20060704 GOOD             GEOCAC
 AD9780
 AD9780                          STATION DESCRIPTION
 AD9780
 AD9780'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9780'STATION AND AZIMUTH ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH WITH
 AD9780'THE SURFACE. THE STATION IS LOCATED IN THE EAST PART OF ST.  JOSEPH,
 AD9780'MO ON THE NORTH SIDE OF THE SOUTH OUTER ROAD OF US HWY.  36 AND IN
 AD9780'LINE WITH THE EAST SIDE OF A CONCRETE BLOCK BUILDING (CHESMORE SEED
 AD9780'CO.) .  IT IS 5.2 FT (1.6 M) NORTH OF THE EDGE OF PAVEMENT, 15.2 FT
 AD9780'(4.6 M) NORTH OF CENTER LINE OF THE OUTER ROAD, 52.8 FT (16.1 M) NW OF
 AD9780'AN X ON AN ENTRANCE CURB AND 34.9 FT (10.6 M) NE OF THE NW END OF AN
 AD9780'ENTRANCE CURB. THE AZIMUTH MARK IS 0.4 MI (0.6 KM) EAST IN THE NW
 AD9780'ANGLE OF THE US HWY.  36 INTERCHANGE WITH MO ROUTE AC.  IT IS 6.3 FT
 AD9780'(1.9 M) SW OF THE CENTER OF A YIELD SIGN FOOTING, 52.3 FT (15.9 M)
 AD9780'WEST OF THE WEST EDGE OF RT.  AC, 10.1 FT (3.1 M) NW OF THE BACK OF
 AD9780'CURB AND 42.8 FT (13.0 M) NNW OF THE SOUTH EDGE OF THE WEST BOUND ON
 AD9780'RAMP PAVEMENT. TO REACH THE STATION FROM I-29 EXIT 46 (US HWY.  36) GO
 AD9780'EAST ON US HWY.  36 FOR 1 MI (1.6 KM) TO US HWY.  36 INTERCHANGE WITH
 AD9780'MO RT.  AC AND EXIT.  FROM TOP OF THE OFF RAMP AT RT.  AC TURN RIGHT
 AD9780'AND GO SOUTH 250 FT (76.2 M) TO THE SOUTH OUTER ROAD WEST, TURN RIGHT
 AD9780'AND GO WEST ON OUTER ROAD FOR 0.5 MI (0.8 KM) TO CHESMORE SEED CO.  ON
 AD9780'LEFT, AND STATION ON RIGHT (NORTH) SIDE OF ROAD AT CREST OF A GRADE AS
 AD9780'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION RETURN.5 MI EAST
 AD9780'ON OUTER ROAD TO RT.  AC, TURN LEFT AND GO NORTH FOR 0.2 MI (0.3 KM)
 AD9780'TO NW ANGLE OF INTERCHANGE AND STATION ON LEFT AS DESCRIBED. DATE OF
 AD9780'REPORT 05-15-1996
 AD9780
 AD9780                          STATION RECOVERY (2006)
 AD9780
 AD9780'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9780'AZIMUTH MARK NOT SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9781 ***********************************************************************
 AD9781  DESIGNATION -  BU 08
 AD9781  PID         -  AD9781
 AD9781  STATE/COUNTY-  MO/BUCHANAN
 AD9781  USGS QUAD   -  AGENCY (1971)
 AD9781
 AD9781                         *CURRENT SURVEY CONTROL
 AD9781  ___________________________________________________________________
 AD9781* NAD 83(1997)-  39 44 51.99652(N)    094 44 07.17402(W)     ADJUSTED  
 AD9781* NAVD 88     -       258.1    (meters)     847.     (feet)  GPS OBS   
 AD9781  ___________________________________________________________________
 AD9781  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AD9781  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 AD9781
 AD9781  HORZ ORDER  -  FIRST
 AD9781
 AD9781.The horizontal coordinates were established by GPS observations
 AD9781.and adjusted by the National Geodetic Survey in February 2000..
 AD9781
 AD9781.The orthometric height was determined by GPS observations and a
 AD9781.high-resolution geoid model.
 AD9781
 AD9781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9781
 AD9781.The geoid height was determined by GEOID03.
 AD9781
 AD9781;                    North         East     Units Scale Factor Converg.
 AD9781;SPC MO W     -   397,491.138   829,832.031   MT  0.99994618   -0 09 01.7
 AD9781;UTM  15      - 4,401,203.373   351,325.334   MT  0.99987214   -1 06 35.2
 AD9781
 AD9781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9781!SPC MO W     -   0.99996455  x   0.99994618  =   0.99991073
 AD9781!UTM  15      -   0.99996455  x   0.99987214  =   0.99983669
 AD9781
 AD9781                          SUPERSEDED SURVEY CONTROL
 AD9781
 AD9781  NAD 83(1997)-  39 44 51.99651(N)    094 44 07.17403(W) AD(       ) 1
 AD9781  NAD 83(1997)-  39 44 51.99651(N)    094 44 07.17404(W) AD(       ) 1
 AD9781  NAD 83(1986)-  39 44 51.99927(N)    094 44 07.17027(W) AD(       ) 1
 AD9781
 AD9781.Superseded values are not recommended for survey control.
 AD9781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9781.See file dsdata.txt to determine how the superseded data were derived.
 AD9781
 AD9781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE5132501203(NAD 83)
 AD9781_MARKER: DD = SURVEY DISK
 AD9781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9781_STAMPING: BU-08 1993
 AD9781_MARK LOGO: MODNR 
 AD9781_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9781+STABILITY: SURFACE MOTION
 AD9781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9781+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 AD9781
 AD9781  HISTORY     - Date     Condition        Report By
 AD9781  HISTORY     - 1993     MONUMENTED       MODNR
 AD9781  HISTORY     - 20060704 GOOD             GEOCAC
 AD9781
 AD9781                          STATION DESCRIPTION
 AD9781
 AD9781'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9781'THE STATION AND AZIMUTH ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9781'WITH THE SURFACE. THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF
 AD9781'US HWY.  36 ABOUT 1 MI (1.6 KM) EAST OF THE ST.  JOSEPH CITY LIMITS.
 AD9781'IT IS 15.3 FT (4.7 M) SOUTH OF SOUTH EDGE OF THE EAST BOUND PAVEMENT
 AD9781'AT STATION 34845 AND IN LI WITH A FENCE SOUTH.  IT IS 16.1 FT (4.9 M)
 AD9781'SOUTHWEST OF A COTTON PICKER SPINDLE AT THE SOUTH EDGE OF PAVEMENT
 AD9781'16.0 FT (4.9 M) SOUTHEAST OF ANOTHER AND 15.1 FT (4.6 M) NORTH OF A
 AD9781'CARSONITE WITNESS POST. THE AZIMUTH MARK IS 0.25 MI (0.40 KM) EAST ON
 AD9781'THE SOUTH RIGHT OF WAY OF THE EAST BOUND LANE BEHIND THE GUARD RAIL AT
 AD9781'THE SOUTHWEST CORNER OF THE BRIDGE OVER THE PLATTE RIVER (APPROX.
 AD9781'HWY.  STA.  36695) . IT IS 16.4 FT (5.0 M) SOUTH OF THE SOUTH EDGE OF
 AD9781'PAVEMENT, 6.3 FT (1.9 M) SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE
 AD9781'APPROACH SLAB, 11.3 FT (3.4 M) WEST OF THE SOUTHWEST CORNER OF A DRAIN
 AD9781'BASIN, 6.7 FT (2.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A GUARDRAIL
 AD9781'POST AND 9.5 FT (2.9 M) WEST OF THE NORTH LEG OF A WEIGHT LIMIT SIGN
 AD9781'WITH A WITNESS STICKER. TO REACH THE STATION FROM THE CENTER OF I-29
 AD9781'EXIT 46 WITH US HWY.  36 GO EAST ON US 36 FOR 2.95 MI (4.75 KM) TO
 AD9781'STATION ON RIGHT (SOUTH) SIDE AS DESCRIBED. TO REACH THE AZIMUTH MARK
 AD9781'FROM THE STATION CONTINUE EAST ON US HWY. 36 FOR 0.35 MI (0.56 KM) TO
 AD9781'WEST END OF PLATTE RIVER BRIDGE AND STATION ON RIGHT (SOUTH) SIDE AS
 AD9781'DESCRIBED. DATE OF REPORT 05-15-1996
 AD9781
 AD9781                          STATION RECOVERY (2006)
 AD9781
 AD9781'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9781'DELETE FROM DESCRIPTION - 'AND IN LINE WITH A FENCE SOUTH' AND 'AND
 AD9781'15.1 FT (4.6 M) NORTH OF A CARSONITE WITNESS POST.'  BOTH HAVE BEEN
 AD9781'REMOVED.
 AD9781' 
 AD9781'A VISUAL SEARCH FOR THE AZIMUTH MARK WAS UNSUCCESSFUL.
 AD9781' 
 AD9781' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9782 ***********************************************************************
 AD9782  DESIGNATION -  BU 09
 AD9782  PID         -  AD9782
 AD9782  STATE/COUNTY-  MO/BUCHANAN
 AD9782  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 AD9782
 AD9782                         *CURRENT SURVEY CONTROL
 AD9782  ___________________________________________________________________
 AD9782* NAD 83(1997)-  39 44 51.06303(N)    094 49 18.72786(W)     ADJUSTED  
 AD9782* NAVD 88     -       289.5    (meters)     950.     (feet)  GPS OBS   
 AD9782  ___________________________________________________________________
 AD9782  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 AD9782  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 AD9782
 AD9782  HORZ ORDER  -  FIRST
 AD9782
 AD9782.The horizontal coordinates were established by GPS observations
 AD9782.and adjusted by the National Geodetic Survey in February 2000..
 AD9782
 AD9782.The orthometric height was determined by GPS observations and a
 AD9782.high-resolution geoid model.
 AD9782
 AD9782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9782
 AD9782.The geoid height was determined by GEOID03.
 AD9782
 AD9782;                    North         East     Units Scale Factor Converg.
 AD9782;SPC MO W     -   397,485.410   822,415.011   MT  0.99995054   -0 12 20.9
 AD9782;UTM  15      - 4,401,321.818   343,909.720   MT  0.99989996   -1 09 54.5
 AD9782
 AD9782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9782!SPC MO W     -   0.99995960  x   0.99995054  =   0.99991014
 AD9782!UTM  15      -   0.99995960  x   0.99989996  =   0.99985956
 AD9782
 AD9782                          SUPERSEDED SURVEY CONTROL
 AD9782
 AD9782  NAD 83(1997)-  39 44 51.06302(N)    094 49 18.72787(W) AD(       ) 1
 AD9782  NAD 83(1997)-  39 44 51.06302(N)    094 49 18.72788(W) AD(       ) 1
 AD9782  NAD 83(1986)-  39 44 51.06577(N)    094 49 18.72415(W) AD(       ) 1
 AD9782
 AD9782.Superseded values are not recommended for survey control.
 AD9782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9782.See file dsdata.txt to determine how the superseded data were derived.
 AD9782
 AD9782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4391001322(NAD 83)
 AD9782_MARKER: DD = SURVEY DISK
 AD9782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9782_STAMPING: BU-09 1993
 AD9782_MARK LOGO: MODNR 
 AD9782_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9782+STABILITY: SURFACE MOTION
 AD9782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9782+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9782
 AD9782  HISTORY     - Date     Condition        Report By
 AD9782  HISTORY     - 1993     MONUMENTED       MODNR
 AD9782  HISTORY     - 20060723 MARK NOT FOUND   GEOCAC
 AD9782
 AD9782                          STATION DESCRIPTION
 AD9782
 AD9782'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9782'STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9782'WITH SURFACE. THE STATION IS LOCATED IN THE CENTRAL PART OF ST.
 AD9782'JOSEPH, MO.  ON THE EAST SIDE OF A CROSSOVER CONNECTION BETWEEN THE
 AD9782'EAST BOUND LANE OF US HWY.  36 AND HILLTOP ROAD.  IT IS 43 FT (13.1 M)
 AD9782'SOUTH OF THE EDGE OF THE EAST BOUND LANE PAVEMENT 13.6 FT (4.1 M) SSW
 AD9782'OF THE CENTER OF A SIGN POST (YIELD AND ONE-WAY) *, 34.4 FT (10.5 M)
 AD9782'SW OF AN X ON SE PART OF AN ACCESS BOX, 13.5 FT (4.1 M) NNE OF THE END
 AD9782'POST OF A CHAIN LINK FENCE, 48.6 FT (14.8 M) ESE OF AN X ON THE SOUTH
 AD9782'NOSE OF A TRAFFICE ISLAND AND 29.7 FT (9.1 M) SOUTH OF THE SOUTH EDGE
 AD9782'OF THE ACCELERATION LANE. THE AZIMUTH MARK IS 0.3 MI (0.5 KM) NORTH IN
 AD9782'THE SE ANGLE OF THE INTERSECTION OF DUNCAN ROAD WITH 29TH STREET.  IT
 AD9782'IS 115.5 FT (35.2 M) EAST OF THE CENTER LINE OF 29TH STREET GOING
 AD9782'SOUTH AND 2.8 FT (0.9 M) SOUTH OF BACK OF CURB IN LINE WITH THE WEST
 AD9782'SIDE OF HOUSE 2903 DUNCAN ROAD, 5.2 FT (1.6 M) NORTH OF THE SIDEWALK
 AD9782'AND 66.3 FT (20.2 M) EAST OF A CROSSWALK EDGE. *WITNESS POST STICKER
 AD9782'ATTACHED TO REACH THE STATION ON THE EAST BOUND LANE OF US HWY.  36
 AD9782'UNDER THE 22ND STREET OVERPASS GO EAST ON US HWY.  36 FOR 0.65 MI
 AD9782'(1.05 KM) TO THE HILLTOP ROAD AND 28TH ST.  ACCESS AND STATION ON
 AD9782'RIGHT (SOUTH) SIDE AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AD9782'STATION GO WEST ON HILLTOP ROAD FOR 0.15 MI (0.24 KM) TO T-JUNCTION
 AD9782'WITH 28TH STREET, TURN RIGHT AND GO NORTH FOR 0.3 MI (0.5 KM) TO
 AD9782'DUNCAN ROAD, TURN RIGHT AND GO EAST ON DUNCAN RD.  FOR 0.15 MI (0.24
 AD9782'KM) AND STATION ON RIGHT (SOUTH) SIDE AS DESCRIBED. DATE OF REPORT
 AD9782'05-15-1996
 AD9782
 AD9782                          STATION RECOVERY (2006)
 AD9782
 AD9782'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9782'THE STATION WAS NOT LOCATED AFTER A VISUAL SEARCH. THE AZIMUTH MARK
 AD9782'WAS NOT SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9783 ***********************************************************************
 AD9783  DESIGNATION -  BU 10
 AD9783  PID         -  AD9783
 AD9783  STATE/COUNTY-  MO/BUCHANAN
 AD9783  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 AD9783
 AD9783                         *CURRENT SURVEY CONTROL
 AD9783  ___________________________________________________________________
 AD9783* NAD 83(1997)-  39 44 44.05472(N)    094 51 10.58341(W)     ADJUSTED  
 AD9783* NAVD 88     -       251.9    (meters)     826.     (feet)  GPS OBS   
 AD9783  ___________________________________________________________________
 AD9783  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AD9783  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 AD9783
 AD9783  HORZ ORDER  -  FIRST
 AD9783
 AD9783.The horizontal coordinates were established by GPS observations
 AD9783.and adjusted by the National Geodetic Survey in February 2000..
 AD9783
 AD9783.The orthometric height was determined by GPS observations and a
 AD9783.high-resolution geoid model.
 AD9783
 AD9783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9783
 AD9783.The geoid height was determined by GEOID03.
 AD9783
 AD9783;                    North         East     Units Scale Factor Converg.
 AD9783;SPC MO W     -   397,279.301   819,751.290   MT  0.99995244   -0 13 32.4
 AD9783;UTM  15      - 4,401,160.343   341,243.045   MT  0.99991030   -1 11 05.9
 AD9783
 AD9783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9783!SPC MO W     -   0.99996550  x   0.99995244  =   0.99991794
 AD9783!UTM  15      -   0.99996550  x   0.99991030  =   0.99987580
 AD9783
 AD9783                          SUPERSEDED SURVEY CONTROL
 AD9783
 AD9783  NAD 83(1997)-  39 44 44.05471(N)    094 51 10.58342(W) AD(       ) 1
 AD9783  NAD 83(1997)-  39 44 44.05471(N)    094 51 10.58343(W) AD(       ) 1
 AD9783  NAD 83(1986)-  39 44 44.05749(N)    094 51 10.57938(W) AD(       ) 1
 AD9783
 AD9783.Superseded values are not recommended for survey control.
 AD9783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9783.See file dsdata.txt to determine how the superseded data were derived.
 AD9783
 AD9783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4124301160(NAD 83)
 AD9783_MARKER: DD = SURVEY DISK
 AD9783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9783_STAMPING: BU-10 1993
 AD9783_MARK LOGO: MODNR 
 AD9783_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9783+STABILITY: SURFACE MOTION
 AD9783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9783+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 AD9783
 AD9783  HISTORY     - Date     Condition        Report By
 AD9783  HISTORY     - 1993     MONUMENTED       MODNR
 AD9783  HISTORY     - 20060506 GOOD             GEOCAC
 AD9783
 AD9783                          STATION DESCRIPTION
 AD9783
 AD9783'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9783'STATION AND AZIMUTH ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH WITH
 AD9783'THE SURFACE. THE STATION IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 AD9783'OF 6TH STREET AND HICKORY IN ST.  JOSEPH, MO.  IT IS 30.9 FT (9.4 M)
 AD9783'SOUTH OF THE CENTER LINE OF HICKORY, 23.9 FT (7.3 M) WEST OF THE
 AD9783'CENTER LINE OF 6TH STREET, 7.1 FT (2.2 M) WEST OF BACK OF CURB, 7.4 FT
 AD9783'(2.3 M) NORTHWEST OF THE NORTHEAST CORNER OF A CURB INLET, 19.4 FT
 AD9783'(5.9 M) NORTHEAST OF THE 3RD POST OF A CHAIN LINK FENCE, 7.8 FT (2.4
 AD9783'M) ESE OF THE CORNER FENCE POST, 15.5 FT (4.7 M) SOUTH OF A STOP SIGN
 AD9783'POST AND 7.0 FT (2.1 M) EAST OF A CARSONITE WITNESS POST. THE AZIMUTH
 AD9783'MARK IS 0.25 MI (0.40 KM) NORTH ON THE WEST SIDE OF 6TH STREET JUST
 AD9783'BEYOND US HWY.  36 (ELEVATED OVER 6TH ST.) .  IT IS 49.9 FT (15.2 M)
 AD9783'SOUTHWEST OF A NAIL AND SHINER IN A UTILITY POLE ON THE EAST SIDE OF
 AD9783'6TH ST., 21.0 FT (6.4 M) WEST OF CENTER LINE OF 6TH , 2.7 WEST OF BACK
 AD9783'OF CURB, 12 FT (3.7 M) NORTH OF CENTER LINE OF A GATE ENTRANCE, 10.9
 AD9783'FT (3.3 M) NORTHEAST OF THE NORTH HINGE POST WHICH HAS A WITNESS
 AD9783'STICKER ATTACHED AND 10.6 FT (3.2 M) SOUTHEAST OF A BRACE POST. TO
 AD9783'REACH THE STATION FROM THE CENTER OF I-229 EXIT 4 (LAKE BLVD.) , GO
 AD9783'EAST ON LAKE FOR 0.15 MI (0.24 KM) TO 11TH ST., TURN LEFT AND GO NORTH
 AD9783'ON 11TH FOR 0.85 MI (1.37 KM) TO HICKORY, TURN LEFT AND GO WEST ON
 AD9783'HICKORY FOR 0.35 MI (0.56 KM) TO 6TH ST.  AND STATION IN THE SOUTHWEST
 AD9783'ANGLE OF THE INTERSECTION ON THE LEFT AS DESCRIBED. TO REACH THE
 AD9783'AZIMUTH MARK FROM THE STATION, GO NORTH ON 6TH ST.  FOR 0.25 MI (0.40
 AD9783'KM) TO THE MARK ON THE LEFT (WEST) SIDE AS DESCRIBED. DATE OF REPORT
 AD9783'05-15-1996
 AD9783
 AD9783                          STATION RECOVERY (2006)
 AD9783
 AD9783'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9783'RECOVERED THE STATION AND AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9784 ***********************************************************************
 AD9784  DESIGNATION -  BU 11
 AD9784  PID         -  AD9784
 AD9784  STATE/COUNTY-  MO/BUCHANAN
 AD9784  USGS QUAD   -  HALLS (1972)
 AD9784
 AD9784                         *CURRENT SURVEY CONTROL
 AD9784  ___________________________________________________________________
 AD9784* NAD 83(1997)-  39 43 09.67343(N)    094 53 08.14923(W)     ADJUSTED  
 AD9784* NAVD 88     -       247.5    (meters)     812.     (feet)  GPS OBS   
 AD9784  ___________________________________________________________________
 AD9784  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AD9784  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 AD9784
 AD9784  HORZ ORDER  -  FIRST
 AD9784
 AD9784.The horizontal coordinates were established by GPS observations
 AD9784.and adjusted by the National Geodetic Survey in February 2000..
 AD9784
 AD9784.The orthometric height was determined by GPS observations and a
 AD9784.high-resolution geoid model.
 AD9784
 AD9784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9784
 AD9784.The geoid height was determined by GEOID03.
 AD9784
 AD9784;                    North         East     Units Scale Factor Converg.
 AD9784;SPC MO W     -   394,380.130   816,939.878   MT  0.99995463   -0 14 47.1
 AD9784;UTM  15      - 4,398,308.744   338,383.608   MT  0.99992158   -1 12 18.8
 AD9784
 AD9784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9784!SPC MO W     -   0.99996619  x   0.99995463  =   0.99992082
 AD9784!UTM  15      -   0.99996619  x   0.99992158  =   0.99988777
 AD9784
 AD9784                          SUPERSEDED SURVEY CONTROL
 AD9784
 AD9784  NAD 83(1997)-  39 43 09.67342(N)    094 53 08.14924(W) AD(       ) 1
 AD9784  NAD 83(1997)-  39 43 09.67342(N)    094 53 08.14924(W) AD(       ) 1
 AD9784  NAD 83(1986)-  39 43 09.67626(N)    094 53 08.14526(W) AD(       ) 1
 AD9784
 AD9784.Superseded values are not recommended for survey control.
 AD9784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9784.See file dsdata.txt to determine how the superseded data were derived.
 AD9784
 AD9784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3838498309(NAD 83)
 AD9784_MARKER: DD = SURVEY DISK
 AD9784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9784_STAMPING: BU-11 1993
 AD9784_MARK LOGO: MODNR 
 AD9784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9784+STABILITY: SURFACE MOTION
 AD9784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9784+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 AD9784
 AD9784  HISTORY     - Date     Condition        Report By
 AD9784  HISTORY     - 1993     MONUMENTED       MODNR
 AD9784  HISTORY     - 20060506 GOOD             GEOCAC
 AD9784
 AD9784                          STATION DESCRIPTION
 AD9784
 AD9784'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9784'STATION AND AZIMUTH ARE STANDARD MO DNR GRS INSTALLATIONS, FLUSH WITH
 AD9784'THE GROUND SURFACE. THE STATION IS LOCATED ON THE WEST SIDE OF THE
 AD9784'STOCKYARDS IN ST. JOSEPH, MO AND ON THE SOUTH SIDE OF LOWER LAKE ROAD
 AD9784'IN THE NORTH PART OF THE COMMUNITY OF KIRSCHNER.  IT IS 25.3 FT (7.7
 AD9784'M) SOUTH OF THE CENTER LINE OF LOWER LAKE RD., 11.2 FT (3.4 M) BACK OF
 AD9784'CURB, 52.6 FT (16.0 M) SOUTHWEST OF THE CENTER OF A FIRE HYDRANT 16,
 AD9784'16.7 FT (5.1 M) NORTH OF THE NORTH RAIL OF THE NORTHERLY OF TWO
 AD9784'TRACKS, 48.9 FT (14.9 M) ENE OF A NAIL AND SHINER IN THE EAST POST AT
 AD9784'A COMMERCIAL PLANT ENTRANCE, 67.0 FT (20.4 M) EAST OF THE CENTER LINE
 AD9784'OF THE ENTRANCE, 45.2 FT (13.8 M) SOUTHEAST OF THE SOUTH RAIL OF THE
 AD9784'CROSSING AND 2 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST. THE
 AD9784'AZIMUTH MARK IS 0.3 MI (0.5 KM) EAST IN THE SOUTHWEST ANGLE OF THE
 AD9784'INTERSECTION OF LOWER LAKE RD.  WITH DIAGONAL RD.  AND ON LINE WITH
 AD9784'THE EAST SIDE OF THE ENTRANCE TO SOUTH ST.  JOSEPH INDUSTRIAL SEWER
 AD9784'DISTRICT PLANT.  IT IS 28.5 FT (8.7 M) SOUTH OF THE CENTER LINE OF
 AD9784'LOWER LAKE RD., 64.7 FT (19.7 M) WEST OF THE CENTER LINE OF DIAGONAL
 AD9784'RD., 13.5 FT (4.1 M) NORTH OF THE TOP OF THE NORTH RAIL OF THE TRACK,
 AD9784'46.18 FT (14.08 M) ESE OF THE NORTHEAST CORNER OF A CURB INLET AT BACK
 AD9784'OF CURB AND 2.5 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST. TO REACH
 AD9784'THE STATION FROM THE JUNCTION OF US HWY.  59 WITH MO.  HWY. 752 AND
 AD9784'ROUTE U IN THE SOUTHWEST PART OF ST.  JOSEPH, MO, GO WEST ON ROUTE V
 AD9784'(ALABAMA) FOR 0.85 MI (1.37 KM) TO INDUSTRIAL, TURN RIGHT AND GO NORTH
 AD9784'ON INDUSTRIAL FOR 0.5 MI (0.8 KM) TO A T-JUNCTION WITH LOWER LAKE RD.,
 AD9784'TURN RIGHT AND GO EAST ON LOWER LAKE FOR 0.2 MI (0.3 KM) TO STATION ON
 AD9784'THE RIGHT (SOUTH) SIDE JUST BEYOND SECOND RAILROAD TRACK CROSSING AND
 AD9784'ENTRANCE. TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON LOWER
 AD9784'LAKE RD.  FOR 0.25 MI (0.40 KM) TO MARK ON THE RIGHT (SOUTH) SIDE AS
 AD9784'DESCRIBED. DATE OF REPORT 05-15-1996
 AD9784
 AD9784                          STATION RECOVERY (2006)
 AD9784
 AD9784'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9784'RECOVERED THE STATION AND AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9785 ***********************************************************************
 AD9785  DESIGNATION -  BU 12
 AD9785  PID         -  AD9785
 AD9785  STATE/COUNTY-  MO/BUCHANAN
 AD9785  USGS QUAD   -  HALLS (1972)
 AD9785
 AD9785                         *CURRENT SURVEY CONTROL
 AD9785  ___________________________________________________________________
 AD9785* NAD 83(1997)-  39 41 52.57091(N)    094 53 14.45413(W)     ADJUSTED  
 AD9785* NAVD 88     -       253.63   (meters)     832.1    (feet)  LEVELING  
 AD9785  ___________________________________________________________________
 AD9785  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AD9785  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 AD9785
 AD9785  HORZ ORDER  -  FIRST
 AD9785  VERT ORDER  -  THIRD ?
 AD9785
 AD9785.The horizontal coordinates were established by GPS observations
 AD9785.and adjusted by the National Geodetic Survey in February 2000..
 AD9785
 AD9785.The orthometric height was determined by differential leveling.
 AD9785.The vertical network tie was performed by a horz. field party for horz.
 AD9785.obs reductions. Reset procedures were used to establish the elevation.
 AD9785
 AD9785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9785
 AD9785.The geoid height was determined by GEOID03.
 AD9785
 AD9785;                    North         East     Units Scale Factor Converg.
 AD9785;SPC MO W     -   392,002.958   816,779.450   MT  0.99995476   -0 14 50.7
 AD9785;UTM  15      - 4,395,934.665   338,183.440   MT  0.99992238   -1 12 20.8
 AD9785
 AD9785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9785!SPC MO W     -   0.99996523  x   0.99995476  =   0.99991999
 AD9785!UTM  15      -   0.99996523  x   0.99992238  =   0.99988761
 AD9785
 AD9785                          SUPERSEDED SURVEY CONTROL
 AD9785
 AD9785  NAD 83(1997)-  39 41 52.57090(N)    094 53 14.45414(W) AD(       ) 1
 AD9785  NAD 83(1997)-  39 41 52.57091(N)    094 53 14.45414(W) AD(       ) 1
 AD9785  NAD 83(1986)-  39 41 52.57388(N)    094 53 14.45043(W) AD(       ) 1
 AD9785
 AD9785.Superseded values are not recommended for survey control.
 AD9785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9785.See file dsdata.txt to determine how the superseded data were derived.
 AD9785
 AD9785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3818395935(NAD 83)
 AD9785_MARKER: DD = SURVEY DISK
 AD9785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9785_STAMPING: BU-12 1993
 AD9785_MARK LOGO: MODNR 
 AD9785_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9785+STABILITY: SURFACE MOTION
 AD9785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9785+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 AD9785
 AD9785  HISTORY     - Date     Condition        Report By
 AD9785  HISTORY     - 1993     MONUMENTED       MODNR
 AD9785  HISTORY     - 20060704 GOOD             GEOCAC
 AD9785
 AD9785                          STATION DESCRIPTION
 AD9785
 AD9785'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9785'MARKS ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH WITH THE GROUND
 AD9785'SURFACE. THE STATION IS LOCATED JUST OUTSIDE THE SOUTHWEST CITY LIMITS
 AD9785'OF ST. JOSEPH, MO ON THE NORTHWEST RIGHT-OF-WAY OF US HWY.  59 ON THE
 AD9785'NORTH END OF THE BRIDGE OVER CONTRARY CREEK.  IT IS 210 FT (64.0 M)
 AD9785'SOUTHWEST OF THE EXTENDED CENTER LINE OF PARKER RD., 41.0 FT (12.5 M)
 AD9785'NNE OF THE NORTHWEST CORNER OF THE NORTHWEST BRIDGE HANDRAIL, 27.9 FT
 AD9785'(8.5 M) NORTHWEST OF THE CENTER LINE OF HWY.  59, 15.5 FT (4.7 M)
 AD9785'NORTHWEST OF THE NORTHWEST EDGE OF THE DRIVING LANE, 5.6 FT (1.7 M)
 AD9785'NORTHWEST OF THE FACE OF THE GUARDRAIL AND 2.5 FT (0.8 M) NORTHEAST OF
 AD9785'A CARSONITE WITNESS POST. THE AZIMUTH MARK IS 0.4 MI (0.6 KM)
 AD9785'NORTHEAST ON THE SOUTHEAST RIGHT-OF-WAY OF HWY.  59 NEAR THE NORTHWEST
 AD9785'CORNER OF THE FENCED AREA OF THE BLUFFWOODS FAMILY RECREATION CENTER.
 AD9785'IT IS 67 FT (20.4 M) SOUTHWEST OF THE CENTER LINE OF THE ENTRANCE TO A
 AD9785'LARGE GRAVEL PARKING ARE, 46.0 FT (14.0 M) SOUTHWEST OF A PUNCH MARK
 AD9785'ON THE SOUTHWEST END OF AN 18 IN CMP UNDER THE ENTRANCE, 37.9 FT (11.6
 AD9785'M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 6 X 8 CONCRETE SLAB, 50.6 FT
 AD9785'(15.4 M) NORTH OF A NAIL AND SHINER IN THE WEST SIDE OF A UTILITY
 AD9785'POLE, 3.7 FT (1.1 M) SOUTHEAST OF THE EDGE OF THE ASPHALT SHOULDER,
 AD9785'12.9 FT (3.9 M) SOUTHEAST OF THE EDGE OF THE DRIVING LANE, 26.2 FT
 AD9785'(8.0 M) SOUTHEAST OF THE CENTER LINE OF HWY.  59 AND 18.8 FT (5.7 M)
 AD9785'NORTHWEST OF A CARSONITE WITNESS POST. TO REACH THE AZIMUTH MARK FROM
 AD9785'THE JUNCTION OF US HWY.  59 WITH MO. HWY.  752 AND ROUTE U IN
 AD9785'SOUTHWEST ST.  JOSEPH, MO, GO SOUTHWEST ON US HWY.  59 FOR 0.9 MI (1.4
 AD9785'KM) TO THE AZIMUTH MARK ON THE LEFT (SOUTHEAST) SIDE AS DESCRIBED. TO
 AD9785'REACH THE STATION FROM THE AZIMUTH CONTINUE SOUTHWEST ON US 59 FOR 0.4
 AD9785'MI (0.6 KM) TO THE STATION ON THE RIGHT (NORTHWEST) SIDE BEHIND THE
 AD9785'GUARDRAIL ON THE NORTH SIDE OF CONTRARY CREEK AS DESCRIBED. DATE OF
 AD9785'REPORT 05-15-1996
 AD9785
 AD9785                          STATION RECOVERY (2006)
 AD9785
 AD9785'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9785'DELETE THE CARSONITE WITNESS POST REFERENCE FROM THE STATION
 AD9785'DESCRIPTION.  THE WITNESS POST HAS BEEN REMOVED.
 AD9785' 
 AD9785'AZIMUTH MARK FOUND AS DESCRIBED.
 AD9785' 
 AD9785' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9786 ***********************************************************************
 AD9786  DESIGNATION -  BU 13
 AD9786  PID         -  AD9786
 AD9786  STATE/COUNTY-  MO/BUCHANAN
 AD9786  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 AD9786
 AD9786                         *CURRENT SURVEY CONTROL
 AD9786  ___________________________________________________________________
 AD9786* NAD 83(1997)-  39 42 38.14855(N)    094 45 32.58216(W)     ADJUSTED  
 AD9786* NAVD 88     -       308.0    (meters)    1010.     (feet)  GPS OBS   
 AD9786  ___________________________________________________________________
 AD9786  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AD9786  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 AD9786
 AD9786  HORZ ORDER  -  FIRST
 AD9786
 AD9786.The horizontal coordinates were established by GPS observations
 AD9786.and adjusted by the National Geodetic Survey in February 2000..
 AD9786
 AD9786.The orthometric height was determined by GPS observations and a
 AD9786.high-resolution geoid model.
 AD9786
 AD9786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9786
 AD9786.The geoid height was determined by GEOID03.
 AD9786
 AD9786;                    North         East     Units Scale Factor Converg.
 AD9786;SPC MO W     -   393,368.909   827,786.859   MT  0.99994725   -0 09 55.8
 AD9786;UTM  15      - 4,397,116.237   349,211.608   MT  0.99987993   -1 07 26.7
 AD9786
 AD9786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9786!SPC MO W     -   0.99995672  x   0.99994725  =   0.99990398
 AD9786!UTM  15      -   0.99995672  x   0.99987993  =   0.99983666
 AD9786
 AD9786                          SUPERSEDED SURVEY CONTROL
 AD9786
 AD9786  NAD 83(1997)-  39 42 38.14854(N)    094 45 32.58218(W) AD(       ) 1
 AD9786  NAD 83(1997)-  39 42 38.14854(N)    094 45 32.58218(W) AD(       ) 1
 AD9786  NAD 83(1986)-  39 42 38.15157(N)    094 45 32.57868(W) AD(       ) 1
 AD9786
 AD9786.Superseded values are not recommended for survey control.
 AD9786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9786.See file dsdata.txt to determine how the superseded data were derived.
 AD9786
 AD9786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4921297116(NAD 83)
 AD9786_MARKER: DD = SURVEY DISK
 AD9786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9786_STAMPING: BU-13 1993
 AD9786_MARK LOGO: MODNR 
 AD9786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9786+STABILITY: SURFACE MOTION
 AD9786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9786+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 AD9786
 AD9786  HISTORY     - Date     Condition        Report By
 AD9786  HISTORY     - 1993     MONUMENTED       MODNR
 AD9786  HISTORY     - 20060723 GOOD             GEOCAC
 AD9786
 AD9786                          STATION DESCRIPTION
 AD9786
 AD9786'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9786'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9786'WITH THE GROUND SURFACE. THE STATION IS LOCATED ABOUT.5 MI OUTSIDE THE
 AD9786'SOUTHEAST CITY LIMITS OF ST.  JOSEPH, MO ON THE WEST R/W OF BUCHANAN
 AD9786'COUNTY RD.  148.  IT IS 24.0 FT (7.3 M) WEST OF THE CENTER LINE OF THE
 AD9786'COUNTY ROAD, 51.1 FT (15.6 M) SOUTHWEST OF THE NORTH EDGE OF THE
 AD9786'CONCRETE DRIVE TO THE HOUSE OF C.A.  AND HAZEL STEWART AT THE APRON
 AD9786'JOINT, 47.78 FT (14.56 M) WEST OF A NAIL AND SHINER IN THE NORTH SIDE
 AD9786'OF A UTILITY POLE, 53.45 FT (16.29 M) NORTHWEST OF THE NORTHWEST
 AD9786'CORNER OF THE CONCRETE APRON OF THE DRIVE TO THE G.A.  AND D.L.
 AD9786'STEWART RESIDENCE AND 2 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 AD9786'THE AZIMUTH MARK IS 0.25 MI (0.40 KM) NORTH IN THE SOUTHEAST ANGLE OF
 AD9786'THE JUNCTION OF BUCHANAN COUNTY RD.  148 WITH U.S.  HIGHWAY 169.  IT
 AD9786'IS 7.04 FT (2.15 M) SOUTHWEST OF A NAIL AND SHINER IN A UTILITY POLE,
 AD9786'25.5 FT (7.8 M) SOUTHWEST OF THE SOUTHWEST EDGE OF HIGHWAY 169 DRIVING
 AD9786'LANE, 9.6 FT (2.9 M) NORTHWEST OF THE CENTER OF A WATER VALVE BOX,
 AD9786'42.85 FT (13.06 M) NORTH OF A NAIL AND SHINER IN THE MAILBOX POST FOR
 AD9786'ROB AND ROSE FOSTER, 19.0 FT (5.8 M) EAST OF THE CENTER LINE OF THE
 AD9786'COUNTY ROAD AND 7.97 FT (2.43 M) SOUTHEAST OF A STOP SIGN POST. TO
 AD9786'REACH THE AZIMUTH MARK FROM THE CENTER OF I-29 EXIT 44 (U.S. HIGHWAY
 AD9786'169) , GO EAST AND SOUTHEAST ON HIGHWAY 169 FOR 1.75 MI (2.82 KM) TO
 AD9786'THE INTERSECTION WITH BUCHANAN COUNTY ROAD 148 AND AZIMUTH MARK ON THE
 AD9786'RIGHT (SOUTH) IN THE SOUTHEAST ANGLE OF THE INTERSECTION AS DESCRIBED.
 AD9786'TO REACH THE STATION FROM THE AZIMUTH MARK, GO SOUTH ON BUCHANAN
 AD9786'COUNTY ROAD 148 FOR 0.25 MI (0.40 KM) TO THE TOP OF THE GRADE AND THE
 AD9786'STATION ON THE RIGHT (WEST) SIDE OF THE ROAD AS DESCRIBED. DATE OF
 AD9786'REPORT 05-15-1996
 AD9786
 AD9786                          STATION RECOVERY (2006)
 AD9786
 AD9786'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9786'THE AZIMUTH MARK WAS NOT SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9787 ***********************************************************************
 AD9787  DESIGNATION -  BU 14
 AD9787  PID         -  AD9787
 AD9787  STATE/COUNTY-  MO/BUCHANAN
 AD9787  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 AD9787
 AD9787                         *CURRENT SURVEY CONTROL
 AD9787  ___________________________________________________________________
 AD9787* NAD 83(1997)-  39 42 33.63087(N)    094 47 45.94594(W)     ADJUSTED  
 AD9787* NAVD 88     -       310.2    (meters)    1018.     (feet)  GPS OBS   
 AD9787  ___________________________________________________________________
 AD9787  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AD9787  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 AD9787
 AD9787  HORZ ORDER  -  FIRST
 AD9787
 AD9787.The horizontal coordinates were established by GPS observations
 AD9787.and adjusted by the National Geodetic Survey in February 2000..
 AD9787
 AD9787.The orthometric height was determined by GPS observations and a
 AD9787.high-resolution geoid model.
 AD9787
 AD9787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9787
 AD9787.The geoid height was determined by GEOID03.
 AD9787
 AD9787;                    North         East     Units Scale Factor Converg.
 AD9787;SPC MO W     -   393,239.417   824,609.806   MT  0.99994911   -0 11 21.0
 AD9787;UTM  15      - 4,397,039.919   346,033.032   MT  0.99989186   -1 08 51.9
 AD9787
 AD9787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9787!SPC MO W     -   0.99995637  x   0.99994911  =   0.99990548
 AD9787!UTM  15      -   0.99995637  x   0.99989186  =   0.99984823
 AD9787
 AD9787                          SUPERSEDED SURVEY CONTROL
 AD9787
 AD9787  NAD 83(1997)-  39 42 33.63086(N)    094 47 45.94595(W) AD(       ) 1
 AD9787  NAD 83(1997)-  39 42 33.63086(N)    094 47 45.94596(W) AD(       ) 1
 AD9787  NAD 83(1986)-  39 42 33.63384(N)    094 47 45.94245(W) AD(       ) 1
 AD9787
 AD9787.Superseded values are not recommended for survey control.
 AD9787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9787.See file dsdata.txt to determine how the superseded data were derived.
 AD9787
 AD9787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4603397040(NAD 83)
 AD9787_MARKER: DD = SURVEY DISK
 AD9787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9787_STAMPING: BU-14 1993
 AD9787_MARK LOGO: MODNR 
 AD9787_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9787+STABILITY: SURFACE MOTION
 AD9787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9787+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 AD9787
 AD9787  HISTORY     - Date     Condition        Report By
 AD9787  HISTORY     - 1993     MONUMENTED       MODNR
 AD9787  HISTORY     - 20060506 GOOD             GEOCAC
 AD9787
 AD9787                          STATION DESCRIPTION
 AD9787
 AD9787'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9787'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9787'WITH THE GROUND SURFACE. THE STATION IS LOCATED IN THE SOUTHEAST PART
 AD9787'OF THE ST.  JOSEPH, MO METRO AREA ABOUT 0.25 MI (0.40 KM) SOUTH OF THE
 AD9787'CITY LIMITS IN THE SOUTHEAST ANGLE OF THE I-229 INTERCHANGE WITH
 AD9787'MISSOURI ROUTE A.  IT IS 19.4 FT (5.9 M) EAST OF THE ROUTE A PAVEMENT,
 AD9787'17.9 FT (5.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A GUARDRAIL POST,
 AD9787'51.7 FT (15.8 M) SOUTHWEST OF AN MSHTD R/W MARKER POST, 50.2 FT (15.3
 AD9787'M) SOUTHWEST OF A NAIL AND SHINER ON THE SOUTHEAST SIDE OF A UTILITY
 AD9787'POLE AND 2 FT (0.6 M) WEST OF A CARSONITE WITNESS POST. THE AZIMUTH
 AD9787'MARK IS 0.55 MI (0.89 KM) NORTH ON THE WEST R/W OF ROUTE A IN LINE
 AD9787'WITH THE SOUTH EDGE OF A RESIDENTIAL FRAME GARAGE.  IT IS 17.2 FT (5.2
 AD9787'M) WEST OF THE EDGE OF ROUTE A PAVEMENT, 6.9 FT (2.1 M) NORTHWEST OF A
 AD9787'PUNCH MARK ON THE NORTH END OF A 12 IN CMP, 14.5 FT (4.4 M) NORTH OF
 AD9787'THE ENTRANCE, 37.53 FT (11.44 M) NNE OF A NAIL AND SHINER IN THE EAST
 AD9787'SIDE OF A UTILITY POLE AND 23.5 FT (7.2 M) EAST OF THE SOUTHEAST
 AD9787'CORNER OF THE FRAME GARAGE. TO REACH THE STATION FROM THE JUNCTION OF
 AD9787'U.S.  HIGHWAY 169 AND MISSOURI ROUTE A (40TH STREET) IN THE SOUTHEAST
 AD9787'PART OF ST.  JOSEPH, MO, GO SOUTH ON ROUTE A FOR 1.15 MI (1.85 KM) TO
 AD9787'THE STATION ON THE LEFT (EAST) SIDE IN THE SOUTHEAST ANGLE OF THE
 AD9787'OVERPASS INTERCHANGE WITH I-229 AS DESCRIBED. TO REACH THE AZIMUTH
 AD9787'MARK FROM THE STATION, RETURN NORTH ON ROUTE A FOR 0.55 MI (0.89 KM)
 AD9787'TO THE AZIMUTH MARK ON THE LEFT (WEST) SIDE AS DESCRIBED. DATE OF
 AD9787'REPORT 05-15-1996
 AD9787
 AD9787                          STATION RECOVERY (2006)
 AD9787
 AD9787'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9787'THE CARSONITE WITNESS POST HAS BEEN MOVED. THE STATION IS 11.5 FEET
 AD9787'EAST OF THE WITNESS POST WHICH IS IN LINE WITH THE GUARD RAIL.
 AD9787'AZIMUTH MARK FOUND AS DESCRIBED.
 AD9787' 
 AD9787' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9788 ***********************************************************************
 AD9788  DESIGNATION -  BU 15
 AD9788  PID         -  AD9788
 AD9788  STATE/COUNTY-  MO/BUCHANAN
 AD9788  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 AD9788
 AD9788                         *CURRENT SURVEY CONTROL
 AD9788  ___________________________________________________________________
 AD9788* NAD 83(1997)-  39 42 43.31750(N)    094 50 10.54272(W)     ADJUSTED  
 AD9788* NAVD 88     -       317.9    (meters)    1043.     (feet)  GPS OBS   
 AD9788  ___________________________________________________________________
 AD9788  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AD9788  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 AD9788
 AD9788  HORZ ORDER  -  FIRST
 AD9788
 AD9788.The horizontal coordinates were established by GPS observations
 AD9788.and adjusted by the National Geodetic Survey in February 2000..
 AD9788
 AD9788.The orthometric height was determined by GPS observations and a
 AD9788.high-resolution geoid model.
 AD9788
 AD9788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9788
 AD9788.The geoid height was determined by GEOID03.
 AD9788
 AD9788;                    North         East     Units Scale Factor Converg.
 AD9788;SPC MO W     -   393,550.293   821,166.711   MT  0.99995141   -0 12 53.5
 AD9788;UTM  15      - 4,397,408.335   342,595.798   MT  0.99990504   -1 10 24.5
 AD9788
 AD9788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9788!SPC MO W     -   0.99995515  x   0.99995141  =   0.99990656
 AD9788!UTM  15      -   0.99995515  x   0.99990504  =   0.99986019
 AD9788
 AD9788                          SUPERSEDED SURVEY CONTROL
 AD9788
 AD9788  NAD 83(1997)-  39 42 43.31749(N)    094 50 10.54274(W) AD(       ) 1
 AD9788  NAD 83(1997)-  39 42 43.31749(N)    094 50 10.54274(W) AD(       ) 1
 AD9788  NAD 83(1986)-  39 42 43.32039(N)    094 50 10.53911(W) AD(       ) 1
 AD9788
 AD9788.Superseded values are not recommended for survey control.
 AD9788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9788.See file dsdata.txt to determine how the superseded data were derived.
 AD9788
 AD9788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4259697408(NAD 83)
 AD9788_MARKER: DD = SURVEY DISK
 AD9788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9788_STAMPING: BU-15 1993
 AD9788_MARK LOGO: MODNR 
 AD9788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9788+STABILITY: SURFACE MOTION
 AD9788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9788+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 AD9788
 AD9788  HISTORY     - Date     Condition        Report By
 AD9788  HISTORY     - 1993     MONUMENTED       MODNR
 AD9788  HISTORY     - 20060506 GOOD             GEOCAC
 AD9788
 AD9788                          STATION DESCRIPTION
 AD9788
 AD9788'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9788'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9788'WITH THE GROUND SURFACE. THE STATION IS LOCATED IN THE NORTHWEST ANGLE
 AD9788'OF THE MISSOURI HIGHWAY 752 INTERCHANGE WITH MISSOURI HIGHWAY 371
 AD9788'(22ND ST.) IN THE SOUTH PART OF ST.  JOSEPH, MO.  IT IS 11.5 FT (3.5
 AD9788'M) NORTH OF THE EDGE OF THE WESTBOUND ON RAMP PAVEMENT, 32.97 FT
 AD9788'(10.05 M) SOUTH OF THE EDGE AND 40.85 FT (12.45 M) SOUTHWEST OF THE
 AD9788'SOUTHEAST CORNER OF AN ABANDONED PAVEMENT SLAB, 20.83 FT (6.35 M)
 AD9788'SOUTHWEST OF A NAIL AND SHINER IN THE SOUTHEAST SIDE OF A UTILITY POLE
 AD9788'AND 20.9 FT (6.4 M) SOUTHWEST OF A CARSONITE WITNESS POST AT THE
 AD9788'UTILITY POLE. THE AZIMUTH MARK IS.5 MI WEST ON THE SOUTH R/W OF
 AD9788'MISSOURI HIGHWAY 752 (MASON RD.) OPPOSITE THE WEST LINE OF HOUSE 1005
 AD9788'ON THE NORTH SIDE.  IT IS 12.6 FT (3.8 M) SOUTH OF THE EDGE OF
 AD9788'PAVEMENT, 31.4 FT (9.6 M) NORTHEAST OF THE SOUTHWEST CORNER OF AN
 AD9788'ENTRANCE SLAB FOR HOUSE 1002, 33.0 FT (10.1 M) ESE OF THE SOUTHEAST
 AD9788'CORNER OF A DRAIN INLET AND 2 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 AD9788'POST. TO REACH THE STATION FROM THE CENTER OF THE MISSOURI HIGHWAY 752
 AD9788'INTERCHANGE WITH MISSOURI HIGHWAY 371 (22ND ST.) IN ST.  JOSEPH, MO,
 AD9788'GO NORTH ON 22ND ST.  FOR 0.05 MI (0.08 KM) TO THE WESTBOUND ON RAMP,
 AD9788'TURN LEFT AND GO WEST ON THE RAMP FOR 0.15 MI (0.24 KM) TO THE Y WITH
 AD9788'HIGHWAY 752 PAVEMENT ON LEFT AND STATION ON THE RIGHT (NORTH) SIDE
 AD9788'BETWEEN THE RAMP AND AN ABANDONED STRIP OF PAVEMENT. TO REACH THE
 AD9788'AZIMUTH MARK FROM THE STATION, GO WEST ON MISSOURI HIGHWAY 752 (MASON
 AD9788'RD.) FOR.5 MI TO THE TOP OF GRADE AND STATION ON THE LEFT (SOUTH) R/W
 AD9788'JUST EAST OF THE ENTRANCE TO A GARAGE FOR HOUSE 1002 ON MASON RD.  AS
 AD9788'DESCRIBED. DATE OF REPORT 05-15-1996
 AD9788
 AD9788                          STATION RECOVERY (2006)
 AD9788
 AD9788'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9788'THE AZIMUTH MARK WAS NOT SEARCHED FOR ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9789 ***********************************************************************
 AD9789  DESIGNATION -  BU 16
 AD9789  PID         -  AD9789
 AD9789  STATE/COUNTY-  MO/BUCHANAN
 AD9789  USGS QUAD   -  ST JOSEPH NORTH (1978)
 AD9789
 AD9789                         *CURRENT SURVEY CONTROL
 AD9789  ___________________________________________________________________
 AD9789* NAD 83(1997)-  39 47 15.98465(N)    094 47 14.19020(W)     ADJUSTED  
 AD9789* NAVD 88     -       296.5    (meters)     973.     (feet)  GPS OBS   
 AD9789  ___________________________________________________________________
 AD9789  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AD9789  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 AD9789
 AD9789  HORZ ORDER  -  FIRST
 AD9789
 AD9789.The horizontal coordinates were established by GPS observations
 AD9789.and adjusted by the National Geodetic Survey in February 2000..
 AD9789
 AD9789.The orthometric height was determined by GPS observations and a
 AD9789.high-resolution geoid model.
 AD9789
 AD9789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9789
 AD9789.The geoid height was determined by GEOID03.
 AD9789
 AD9789;                    North         East     Units Scale Factor Converg.
 AD9789;SPC MO W     -   401,944.711   825,394.127   MT  0.99994863   -0 11 01.8
 AD9789;UTM  15      - 4,405,730.350   346,962.942   MT  0.99988834   -1 08 38.3
 AD9789
 AD9789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9789!SPC MO W     -   0.99995851  x   0.99994863  =   0.99990715
 AD9789!UTM  15      -   0.99995851  x   0.99988834  =   0.99984686
 AD9789
 AD9789                          SUPERSEDED SURVEY CONTROL
 AD9789
 AD9789  NAD 83(1997)-  39 47 15.98464(N)    094 47 14.19021(W) AD(       ) 1
 AD9789  NAD 83(1997)-  39 47 15.98464(N)    094 47 14.19022(W) AD(       ) 1
 AD9789  NAD 83(1986)-  39 47 15.98733(N)    094 47 14.18597(W) AD(       ) 1
 AD9789
 AD9789.Superseded values are not recommended for survey control.
 AD9789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9789.See file dsdata.txt to determine how the superseded data were derived.
 AD9789
 AD9789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4696305730(NAD 83)
 AD9789_MARKER: DD = SURVEY DISK
 AD9789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9789_STAMPING: BU-16 1993
 AD9789_MARK LOGO: MODNR 
 AD9789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9789+STABILITY: SURFACE MOTION
 AD9789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9789+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9789
 AD9789  HISTORY     - Date     Condition        Report By
 AD9789  HISTORY     - 1993     MONUMENTED       MODNR
 AD9789
 AD9789                          STATION DESCRIPTION
 AD9789
 AD9789'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9789'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9789'WITH THE GROUND SURFACE. THE STATION IS LOCATED IN THE NORTHEAST PART
 AD9789'OF ST.  JOSEPH, MO ON THE EAST SIDE OF LEONARD RD.  JUST SOUTH OF THE
 AD9789'ENTRANCE TO OAK HILL ESTATES AND IN FRONT OF HOUSE 2305 LEONARD RD.
 AD9789'IT IS 11.85 FT (3.61 M) SSW OF THE CENTER OF A WATER VALVE BOX, 5.0 FT
 AD9789'(1.5 M) NNE OF THE CENTER OF A GAS VALVE BOX, 4.0 FT (1.2 M) EAST OF
 AD9789'THE BACK OF CURB, 18.0 FT (5.5 M) EAST OF THE CENTER LINE OF LEONARD
 AD9789'RD., 17 FT (5.2 M) SOUTH OF THE EXTENDED CENTER LINE OF HUNTER DRIVE
 AD9789'AND 30.6 FT (9.3 M) SOUTH OF THE CENTER LINE OF THE ENTRANCE DRIVE.
 AD9789'THE AZIMUTH MARK IS 0.25 MI (0.40 KM) SOUTH ON THE WEST SIDE OF
 AD9789'LEONARD RD.  IN THE SOUTHWEST ANGLE OF ITS INTERSECTION WITH RAINBOW
 AD9789'COURT.  IT IS 35.4 FT (10.8 M) SOUTH OF THE CENTER LINE OF RAINBOW,
 AD9789'19.4 FT (5.9 M) WEST OF THE CENTER LINE OF LEONARD, 5.2 FT (1.6 M)
 AD9789'WEST OF THE BACK OF CURB, 7.2 FT (2.2 M) NORTHEAST OF AN EXISTING NAIL
 AD9789'AND SHINER IN THE NORTHEAST FACE OF A UTILITY POLE, 18.4 FT (5.6 M)
 AD9789'SOUTHEAST OF THE CENTER OF A FIRE HYDRANT AND 15.2 FT (4.6 M) SSE OF
 AD9789'THE SOUTH CORNER OF A CURB INLET. TO REACH THE AZIMUTH MARK FROM THE
 AD9789'CENTER OF I-29 EXIT 47 (MISSOURI HIGHWAY 6 AND FREDERICK AVENUE) , GO
 AD9789'EAST ON HIGHWAY 6 FOR 0.35 MI (0.56 KM) TO LEONARD RD., TURN LEFT AND
 AD9789'GO NORTH ON LEONARD FOR 0.4 MI (0.6 KM) TO AZIMUTH MARK ON THE LEFT
 AD9789'(WEST) SIDE IN THE SOUTHWEST ANGLE OF THE JUNCTION OF RAINBOW COURT AS
 AD9789'DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK CONTINUE NORTH
 AD9789'ON LEONARD RD.  FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT
 AD9789'(EAST) SIDE IN THE AREA MOWED AS YARD FOR HOUSE 2305 LEONARD. DATE OF
 AD9789'REPORT 05-15-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9790 ***********************************************************************
 AD9790  DESIGNATION -  BU 17
 AD9790  PID         -  AD9790
 AD9790  STATE/COUNTY-  MO/BUCHANAN
 AD9790  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 AD9790
 AD9790                         *CURRENT SURVEY CONTROL
 AD9790  ___________________________________________________________________
 AD9790* NAD 83(1997)-  39 40 44.31198(N)    094 49 57.38759(W)     ADJUSTED  
 AD9790* NAVD 88     -       322.0    (meters)    1056.     (feet)  GPS OBS   
 AD9790  ___________________________________________________________________
 AD9790  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AD9790  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 AD9790
 AD9790  HORZ ORDER  -  FIRST
 AD9790
 AD9790.The horizontal coordinates were established by GPS observations
 AD9790.and adjusted by the National Geodetic Survey in February 2000..
 AD9790
 AD9790.The orthometric height was determined by GPS observations and a
 AD9790.high-resolution geoid model.
 AD9790
 AD9790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9790
 AD9790.The geoid height was determined by GEOID03.
 AD9790
 AD9790;                    North         East     Units Scale Factor Converg.
 AD9790;SPC MO W     -   389,879.041   821,466.439   MT  0.99995120   -0 12 44.5
 AD9790;UTM  15      - 4,393,732.755   342,834.072   MT  0.99990411   -1 10 13.2
 AD9790
 AD9790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9790!SPC MO W     -   0.99995451  x   0.99995120  =   0.99990572
 AD9790!UTM  15      -   0.99995451  x   0.99990411  =   0.99985863
 AD9790
 AD9790                          SUPERSEDED SURVEY CONTROL
 AD9790
 AD9790  NAD 83(1997)-  39 40 44.31198(N)    094 49 57.38760(W) AD(       ) 1
 AD9790  NAD 83(1997)-  39 40 44.31198(N)    094 49 57.38761(W) AD(       ) 1
 AD9790  NAD 83(1986)-  39 40 44.31503(N)    094 49 57.38399(W) AD(       ) 1
 AD9790
 AD9790.Superseded values are not recommended for survey control.
 AD9790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9790.See file dsdata.txt to determine how the superseded data were derived.
 AD9790
 AD9790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4283493733(NAD 83)
 AD9790_MARKER: DD = SURVEY DISK
 AD9790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9790_STAMPING: BU-17 1993
 AD9790_MARK LOGO: MODNR 
 AD9790_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9790+STABILITY: SURFACE MOTION
 AD9790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9790+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 AD9790
 AD9790  HISTORY     - Date     Condition        Report By
 AD9790  HISTORY     - 1993     MONUMENTED       MODNR
 AD9790  HISTORY     - 20060723 GOOD             GEOCAC
 AD9790
 AD9790                          STATION DESCRIPTION
 AD9790
 AD9790'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9790'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9790'WITH THE GROUND SURFACE. THE STATION IS LOCATED ABOUT 1 3/4 MI SOUTH
 AD9790'OF THE CITY LIMITS OF THE CENTRAL PART OF ST.  JOSEPH, MO ON THE EAST
 AD9790'R/W OF MISSOURI HIGHWAY 371 AT ITS T-JUNCTION WITH THE EAST END OF
 AD9790'MOORE RD.  (BUCHANAN CO. RD.  179) .  IT IS 23.2 FT (7.1 M) EAST OF
 AD9790'THE CENTER LINE OF RD. 371, 12.0 FT (3.7 M) EAST OF THE PAVEMENT, 4.4
 AD9790'FT (1.3 M) SOUTHEAST OF A NAIL AND SHINER IN THE SOUTHWEST FACE OF A
 AD9790'UTILITY POLE WITH A CARSONITE POST, 20.2 FT (6.2 M) SOUTH OF A NAIL
 AD9790'AND SHINER IN THE WEST FACE OF A CORNER FENCE POST, 42.6 FT (13.0 M)
 AD9790'WEST OF THE FACE OF A WOODEN FENCE AND 85 FT (25.9 M) NORTH OF THE
 AD9790'CENTER JOINT OF A CONCRETE SLAB FOR A PRIVATE ENTRANCE. THE AZIMUTH
 AD9790'MARK IS 0.25 MI (0.40 KM) WEST ON THE NORTH SIDE OF MOORE RD.  ABOUT
 AD9790'0.05 MI (0.08 KM) EAST OF THE CREST OF A GRADE.  IT IS 27.9 FT (8.5 M)
 AD9790'WEST OF THE CENTER LINE OF AN ENTRANCE, 8.0 FT (2.4 M) WEST OF A STEEL
 AD9790'CABLE EMBEDDED IN CONCRETE AND USED AS A POST FOR A MAILBOX, 2.3 FT
 AD9790'(0.7 M) NORTH OF THE EDGE OF PAVEMENT AND 13.9 FT (4.2 M) NORTH OF THE
 AD9790'CENTER LINE OF MOORE ROAD. TO REACH THE STATION FROM THE INTERCHANGE
 AD9790'OF MISSOURI HIGHWAY 752 (MASON RD.) WITH MISSOURI HIGHWAY 371 (22ND
 AD9790'ST.) IN THE SOUTH CENTRAL PART OF ST.  JOSEPH, MO, GO SOUTH ON HIGHWAY
 AD9790'371 FOR 2 0.25 MI (0.40 KM) TO THE JUNCTION WITH MOORE RD.  (BUCHANAN
 AD9790'CO.  RD.  179) ON THE RIGHT AND THE STATION ON THE LEFT (EAST) R/W AS
 AD9790'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATIO, GO WEST ON
 AD9790'BUCHANAN CO. RD.  179 (MOORE RD.) FOR 0.25 MI (0.40 KM) TO MARK ON THE
 AD9790'RIGHT (NORTH) SIDE AS DESCRIBED JUST BEYOND A PRIVATE ENTRANCE AND
 AD9790'BEFORE CRESTING GRADE. DATE OF REPORT 05-15-1996
 AD9790
 AD9790                          STATION RECOVERY (2006)
 AD9790
 AD9790'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9790'THE AZIMUTH MARK WAS NOT SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9791 ***********************************************************************
 AD9791  DESIGNATION -  BU 18
 AD9791  PID         -  AD9791
 AD9791  STATE/COUNTY-  MO/BUCHANAN
 AD9791  USGS QUAD   -  DE KALB (1984)
 AD9791
 AD9791                         *CURRENT SURVEY CONTROL
 AD9791  ___________________________________________________________________
 AD9791* NAD 83(1997)-  39 37 17.85812(N)    094 56 36.44857(W)     ADJUSTED  
 AD9791* NAVD 88     -       275.8    (meters)     905.     (feet)  GPS OBS   
 AD9791  ___________________________________________________________________
 AD9791  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AD9791  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 AD9791
 AD9791  HORZ ORDER  -  FIRST
 AD9791
 AD9791.The horizontal coordinates were established by GPS observations
 AD9791.and adjusted by the National Geodetic Survey in February 2000..
 AD9791
 AD9791.The orthometric height was determined by GPS observations and a
 AD9791.high-resolution geoid model.
 AD9791
 AD9791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9791
 AD9791.The geoid height was determined by GEOID03.
 AD9791
 AD9791;                    North         East     Units Scale Factor Converg.
 AD9791;SPC MO W     -   383,553.239   811,925.401   MT  0.99995902   -0 16 58.1
 AD9791;UTM  15      - 4,387,567.455   333,188.973   MT  0.99994259   -1 14 22.8
 AD9791
 AD9791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9791!SPC MO W     -   0.99996175  x   0.99995902  =   0.99992077
 AD9791!UTM  15      -   0.99996175  x   0.99994259  =   0.99990434
 AD9791
 AD9791                          SUPERSEDED SURVEY CONTROL
 AD9791
 AD9791  NAD 83(1997)-  39 37 17.85812(N)    094 56 36.44858(W) AD(       ) 1
 AD9791  NAD 83(1997)-  39 37 17.85812(N)    094 56 36.44858(W) AD(       ) 1
 AD9791  NAD 83(1986)-  39 37 17.86122(N)    094 56 36.44480(W) AD(       ) 1
 AD9791
 AD9791.Superseded values are not recommended for survey control.
 AD9791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9791.See file dsdata.txt to determine how the superseded data were derived.
 AD9791
 AD9791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3318987567(NAD 83)
 AD9791_MARKER: DD = SURVEY DISK
 AD9791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9791_STAMPING: BU-18 1993
 AD9791_MARK LOGO: MODNR 
 AD9791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9791+STABILITY: SURFACE MOTION
 AD9791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9791+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9791
 AD9791  HISTORY     - Date     Condition        Report By
 AD9791  HISTORY     - 1993     MONUMENTED       MODNR
 AD9791  HISTORY     - 20060409 GOOD             GEOCAC
 AD9791
 AD9791                          STATION DESCRIPTION
 AD9791
 AD9791'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9791'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9791'WITH THE GROUND SURFACE. THE STATION IS LOCATED ON THE WEST R/W OF
 AD9791'BUCHANAN COUNTY RD.  224 ABOUT 2.5 MI (4.0 KM) NNW OF DEKALB, 2 0.25
 AD9791'MI (0.40 KM) EAST OF HALLS AND 6.5 MI (10.5 KM) SOUTHWEST OF ST.
 AD9791'JOSEPH, MO, AND ABOUT 1/8 MI NORTH OF ITS JUNCTION WITH COUNTY RD.
 AD9791'223.  IT IS 15.9 FT (4.8 M) WSW OF A COTTON PICKER SPINDLE NEAR THE
 AD9791'CENTER LINE OF THE ROAD, 8.3 FT (2.5 M) NORTHEAST OF A LONE METAL
 AD9791'U-POST, 5.85 FT (1.78 M) SOUTHEAST OF A NAIL AND SHINER IN A UTILITY
 AD9791'POLE, 7.4 FT (2.3 M) SOUTHEAST OF A CARSONITE WITNESS POST AND 12.9 FT
 AD9791'(3.9 M) SSE OF A CONSERVATION COMMISSION SIGN POST. THE AZIMUTH MARK
 AD9791'IS 0.15 MI (0.24 KM) NNW ON THE WEST SIDE OF ROAD 224.  IT IS 55.90 FT
 AD9791'(17.04 M) SOUTHWEST OF A NAIL AND SHINER IN AN 8 IN TREATED POST AT
 AD9791'THE SOUTHWEST CORNER OF A SMALL GRAVEL PARKING AREA ON THE EAST R/W,
 AD9791'19 FT (5.8 M) WEST OF THE CENTER LINE OF ROAD 224, 47.6 FT (14.5 M)
 AD9791'NORTHWEST OF A POST FOR A SOUTHWESTERN BELL BURIED CABLE WARNING SIGN
 AD9791'AND 4.6 FT (1.4 M) NORTH OF A CARSONITE WITNESS POST. TO REACH THE
 AD9791'AZIMUTH MARK FROM THE JUNCTION OF U.S.  HIGHWAY 59 AND ROUTE KK AT
 AD9791'HALLS, (ABOUT 7 MI (11.3 KM) SOUTHWEST OF ST.  JOSEPH, MO) , GO
 AD9791'NORTHEAST ON U.S.  59 FOR ABOUT 200 FT (61.0 M) TO BUCHANAN COUNTY RD.
 AD9791'223 ON RIGHT (EAST) SIDE.  TURN RIGHT AND GO SOUTHEAST AND EAST ON 223
 AD9791'FOR 0.55 MI (0.89 KM) TO CROSSROAD JUNCTION (CO. RD.  235 NORTH, CO.
 AD9791'RD.  226 SOUTH AND CO.  RD.  225 EAST) . CONTINUE STRAIGHT AHEAD
 AD9791'(EAST) AND GO EASTERLY AND NORTHEASTERLY ON ROAD 225 FOR 0.85 MI (1.37
 AD9791'KM) TO A Y-JUNCTION WITH CO.  ROAD 224. TURN RIGHT AND GO
 AD9791'SOUTHEASTERLY AND SOUTH ON CO.  RD.  224 FOR 1.0 MI (1.6 KM) TO A
 AD9791'SMALL GRAVEL PARKING AREA ON THE LEFT (EAST) AND AZIMUTH MARK ON THE
 AD9791'RIGHT (WEST) SIDE AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH
 AD9791'MARK, CONTINUE SOUTH ON CO. RD.  224 FOR 0.15 MI (0.24 KM) TO STATION
 AD9791'ON THE RIGHT (WEST) SIDE AT A SLIGHT RISE IN GRADE AS DESCRIBED. DATE
 AD9791'OF REPORT 05-15-1996
 AD9791
 AD9791                          STATION RECOVERY (2006)
 AD9791
 AD9791'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9791'DELETE THE FOLLOWING FROM THE DESCRIPTION '8.3 FT (2.5 M) NORTHEAST OF
 AD9791'A LONE METAL U-POST, ..., 7.4 FT (2.3 M) SOUTHEAST OF A CARSONITE
 AD9791'WITNESS POST AND 12.9 FT (3.9 M) SSE OF A CONSERVATION COMMISSION SIGN
 AD9791'POST.'
 AD9791' 
 AD9791'THE CARSONITE WITNESS POST WAS FOUND LAYING ON THE GROUND AND WAS
 AD9791'PLACED AGAINST THE UTILITY POLE.
 AD9791' 
 AD9791'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION. COORDINATES FOR AZIMUTH
 AD9791'MARK ARE HH2 (NAD83) N39 37 25.7 W94 56 38.3.
 AD9791' 
 AD9791' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9792 ***********************************************************************
 AD9792  DESIGNATION -  BU 19
 AD9792  PID         -  AD9792
 AD9792  STATE/COUNTY-  MO/BUCHANAN
 AD9792  USGS QUAD   -  HALLS (1972)
 AD9792
 AD9792                         *CURRENT SURVEY CONTROL
 AD9792  ___________________________________________________________________
 AD9792* NAD 83(1997)-  39 38 13.01375(N)    094 55 52.27402(W)     ADJUSTED  
 AD9792* NAVD 88     -       275.5    (meters)     904.     (feet)  GPS OBS   
 AD9792  ___________________________________________________________________
 AD9792  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AD9792  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 AD9792
 AD9792  HORZ ORDER  -  FIRST
 AD9792
 AD9792.The horizontal coordinates were established by GPS observations
 AD9792.and adjusted by the National Geodetic Survey in February 2000..
 AD9792
 AD9792.The orthometric height was determined by GPS observations and a
 AD9792.high-resolution geoid model.
 AD9792
 AD9792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9792
 AD9792.The geoid height was determined by GEOID03.
 AD9792
 AD9792;                    North         East     Units Scale Factor Converg.
 AD9792;SPC MO W     -   385,249.073   812,987.113   MT  0.99995804   -0 16 30.2
 AD9792;UTM  15      - 4,389,245.289   334,278.842   MT  0.99993813   -1 13 56.0
 AD9792
 AD9792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9792!SPC MO W     -   0.99996180  x   0.99995804  =   0.99991984
 AD9792!UTM  15      -   0.99996180  x   0.99993813  =   0.99989993
 AD9792
 AD9792                          SUPERSEDED SURVEY CONTROL
 AD9792
 AD9792  NAD 83(1997)-  39 38 13.01375(N)    094 55 52.27403(W) AD(       ) 1
 AD9792  NAD 83(1997)-  39 38 13.01375(N)    094 55 52.27403(W) AD(       ) 1
 AD9792  NAD 83(1986)-  39 38 13.01682(N)    094 55 52.27026(W) AD(       ) 1
 AD9792
 AD9792.Superseded values are not recommended for survey control.
 AD9792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9792.See file dsdata.txt to determine how the superseded data were derived.
 AD9792
 AD9792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3427989245(NAD 83)
 AD9792_MARKER: DD = SURVEY DISK
 AD9792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9792_STAMPING: BU-19 1993
 AD9792_MARK LOGO: MODNR 
 AD9792_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9792+STABILITY: SURFACE MOTION
 AD9792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9792+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9792
 AD9792  HISTORY     - Date     Condition        Report By
 AD9792  HISTORY     - 1993     MONUMENTED       MODNR
 AD9792  HISTORY     - 20060415 GOOD             GEOCAC
 AD9792
 AD9792                          STATION DESCRIPTION
 AD9792
 AD9792'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9792'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS FLUSH
 AD9792'WITH THE GROUND SURFACE. THE STATION IS LOCATED ON THE SOUTHWEST SIDE
 AD9792'OF THE PAVILION AT THE PARKING AREA FOR THE FOREST INTERPRETIVE TRAIL
 AD9792'IN THE MISSOURI DEPARTMENT OF CONSERVATION S BLUFFWOODS WILDLIFE AREA.
 AD9792'IT IS 21.99 FT (6.70 M) SOUTH OF THE WEST CORNER OF THE CONCRETE SLAB,
 AD9792'22.3 FT (6.8 M) SOUTHWEST OF THE SOUTH CORNER OF THE SLAB, 9.67 FT
 AD9792'(2.95 M) NORTHWEST OF A COTTON PICKER SPINDLE IN THE CURVE OF THE
 AD9792'ASPHALT WALK FROM THE PARKING AREA, 2 FT (0.6 M) NORTHEAST OF THE
 AD9792'WALK, 5 FT (1.5 M) NORTHWEST OF THE WALK AND 22.0 FT (6.7 M) ESE OF A
 AD9792'NAIL AND SHINER IN AN 8 IN TREATED POST. THE AZIMUTH MARK IS ABOUT
 AD9792'0.15 MI (0.24 KM) NORTHWEST IN A GRASSY AREA NORTHWEST OF A
 AD9792'MAINTENANCE BUILDING AND EAST OF ITS ENTRANCE DRIVE.  IT IS 41.0 FT
 AD9792'(12.5 M) SOUTHWEST OF A CARSONITE WITNESS POST AT THE EDGE OF THE
 AD9792'MOWED AREA, 92.9 FT (28.3 M) NORTHWEST OF THE NORTH CORNER OF THE
 AD9792'CONCRETE BLOCK MAINTENANCE BUILDING, 36.6 FT (11.2 M) NORTHWEST OF AN
 AD9792'ALUMINUM NAIL IN A NOTCH AT THE BASE OF A 32 IN ELM, 61.0 FT (18.6 M)
 AD9792'NORTHEAST OF A NAIL AND SHINER 7.3 FT (2.2 M) ABOVE GROUND IN A
 AD9792'UTILITY POLE WITH A TRANSFORMER AND 37 FT (11.3 M) EAST OF THE CENTER
 AD9792'LINE OF THE ENTRANCE ROAD. TO REACH THE AZIMUTH MARK FROM THE JUNCTION
 AD9792'OF U.S.  HIGHWAY 59 AND ROUTE KK AT HALLS, (ABOUT 7 MI (11.3 KM)
 AD9792'SOUTHWEST OF ST.  JOSEPH, MO) , GO NORTHEASTERLY ON HIGHWAY 59 FOR
 AD9792'1.85 MI (2.98 KM) TO JUNCTION WITH BUCHANAN CO.  RD.  219 ON THE RIGHT
 AD9792'(SE) .  TURN RIGHT AND GO SOUTHEASTERLY ON 219 FOR 0.95 MI (1.53 KM)
 AD9792'TO A Y-ENTRANCE ON THE RIGHT, VEER RIGHT AND PARK AT CABLE GATE.
 AD9792'AZIMUTH IS ON ELEVATED GRASSY AREA TO THE LEFT (EST) SIDE OF DRIVE AS
 AD9792'DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE
 AD9792'SOUTHEASTERLY ON ROAD 219 FOR 0.10 MI (0.16 KM) TO Y-ENTRANCE TO
 AD9792'FOREST INTERPRETIVE TRAIL ON THE RIGHT, VEER RIGHT AND FOLLOW ENTRANCE
 AD9792'ROAD SOUTHEASTERLY, SOUTHERLY, AND WESTERLY FOR 0.15 MI (0.24 KM) TO
 AD9792'THE SOUTH CORNER OF PARKING AREA AND STATION AS DESCRIBED. DATE OF
 AD9792'REPORT 05-15-1996
 AD9792
 AD9792                          STATION RECOVERY (2006)
 AD9792
 AD9792'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9792'THE CONCRETE MAINTENANCE BUILDING NEAR THE AZIMUTH MARK HAS BEEN
 AD9792'REMOVED. THE COORDINATES FOR THE AZIMUTH MARK ARE HH2 (NAD83) N39
 AD9792'38.323 W94 55.930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9793 ***********************************************************************
 AD9793  DESIGNATION -  BU 20
 AD9793  PID         -  AD9793
 AD9793  STATE/COUNTY-  MO/BUCHANAN
 AD9793  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 AD9793
 AD9793                         *CURRENT SURVEY CONTROL
 AD9793  ___________________________________________________________________
 AD9793* NAD 83(1997)-  39 39 58.54854(N)    094 46 38.76013(W)     ADJUSTED  
 AD9793* NAVD 88     -       310.3    (meters)    1018.     (feet)  GPS OBS   
 AD9793  ___________________________________________________________________
 AD9793  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 AD9793  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AD9793
 AD9793  HORZ ORDER  -  FIRST
 AD9793
 AD9793.The horizontal coordinates were established by GPS observations
 AD9793.and adjusted by the National Geodetic Survey in February 2000..
 AD9793
 AD9793.The orthometric height was determined by GPS observations and a
 AD9793.high-resolution geoid model.
 AD9793
 AD9793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9793
 AD9793.The geoid height was determined by GEOID03.
 AD9793
 AD9793;                    North         East     Units Scale Factor Converg.
 AD9793;SPC MO W     -   388,451.632   826,195.346   MT  0.99994815   -0 10 37.5
 AD9793;UTM  15      - 4,392,226.577   347,538.200   MT  0.99988618   -1 08 05.2
 AD9793
 AD9793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9793!SPC MO W     -   0.99995636  x   0.99994815  =   0.99990451
 AD9793!UTM  15      -   0.99995636  x   0.99988618  =   0.99984254
 AD9793
 AD9793                          SUPERSEDED SURVEY CONTROL
 AD9793
 AD9793  NAD 83(1997)-  39 39 58.54854(N)    094 46 38.76015(W) AD(       ) 1
 AD9793  NAD 83(1997)-  39 39 58.54854(N)    094 46 38.76015(W) AD(       ) 1
 AD9793  NAD 83(1986)-  39 39 58.55184(N)    094 46 38.75661(W) AD(       ) 1
 AD9793
 AD9793.Superseded values are not recommended for survey control.
 AD9793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9793.See file dsdata.txt to determine how the superseded data were derived.
 AD9793
 AD9793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4753892227(NAD 83)
 AD9793_MARKER: DD = SURVEY DISK
 AD9793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9793_STAMPING: BU-20 1993
 AD9793_MARK LOGO: MODNR 
 AD9793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9793+STABILITY: SURFACE MOTION
 AD9793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9793+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9793
 AD9793  HISTORY     - Date     Condition        Report By
 AD9793  HISTORY     - 1993     MONUMENTED       MODNR
 AD9793  HISTORY     - 20060506 GOOD             GEOCAC
 AD9793
 AD9793                          STATION DESCRIPTION
 AD9793
 AD9793'DESCRIBED BY MO DEPT OF NAT RES 1993
 AD9793'STATION IS A STANDARD MO DNR GRS INSTALLATIONS FLUSH WITH THE GROUND
 AD9793'SURFACE, AND THE AZIMUTH MARK, K-JO FM RADIO TOWER IS IN PLACE. THE
 AD9793'STATION IS LOCATED AT THE SOUTH END OF A WIDENED PARKING AREA ON THE
 AD9793'ENTRANCE ROAD TO THE MISSOURI DEPARTMENT OF CONSERVATION PIDGEON HILL
 AD9793'WILDLIFE AREA.  IT IS 12.5 FT (3.8 M) SSW OF THE EDGE OF THE GRAVEL,
 AD9793'50 FT (15.2 M) SOUTHWEST OF THE CENTER LINE OF THE ENTRANCE ROAD AND
 AD9793'9.0 FT (2.7 M) NORTH OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS
 AD9793'THE LIGHT ON TOP OF THE K-JO FM RADIO TOWER ABOUT 0.9 MI (1.4 KM)
 AD9793'NORTH-NORTHWEST IN THE NE 0.25 OF THE SW 0.25 OF SECTION 12, T56N,
 AD9793'R35W. TO REACH THE STATION FROM THE CENTER OF I-29 EXIT 44 (U.S.  HWY.
 AD9793'169 AND BUS.  LOOP I-29) IN THE SOUTHEAST PART OF ST.  JOSEPH, MO, GO
 AD9793'WESTERLY ON U.S.  169 FOR 0.35 MI (0.56 KM) TO JUNCTION WITH ROUTE A.
 AD9793'TURN LEFT AND GO SOUTH ON ROUTE A FOR 3.05 MI (4.91 KM) TO ROUTE O.
 AD9793'TURN LEFT AND GO EAST ON ROUTE FOR 0.95 MI (1.53 KM) TO ENTRANCE ROAD
 AD9793'TO PIDGEON HILLS WILDLIFE AREA.  TURN RIGHT AND GO SOUTH FOR 0.55 MI
 AD9793'(0.89 KM) TO ENTRANCE TO ST.  JOSEPH SANITARY LANDFILL AND END OF
 AD9793'PAVED SURFACE.  CONTINUE SOUTHERLY ON GRAVEL ENTRANCE ROAD FOR 0.6 MI
 AD9793'(1.0 KM) TO STATION ON THE RIGHT AT SOUTHWEST CORNER OF WIDENED AREA
 AD9793'JUST BEFORE A STEEP DESCENT IN GRADE. DATE OF REPORT 05-15-1996
 AD9793
 AD9793                          STATION RECOVERY (2006)
 AD9793
 AD9793'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0636 ***********************************************************************
 GF0636  DESIGNATION -  BUCK
 GF0636  PID         -  GF0636
 GF0636  STATE/COUNTY-  MO/DOUGLAS
 GF0636  USGS QUAD   -  DYESTONE MOUNTAIN (1973)
 GF0636
 GF0636                         *CURRENT SURVEY CONTROL
 GF0636  ___________________________________________________________________
 GF0636* NAD 83(1997)-  36 57 08.73580(N)    092 06 40.92936(W)     ADJUSTED  
 GF0636* NAVD 88     -       445.1    (meters)    1460.     (feet)  VERTCON   
 GF0636  ___________________________________________________________________
 GF0636  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 GF0636  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GF0636
 GF0636  HORZ ORDER  -  FIRST
 GF0636
 GF0636.The horizontal coordinates were established by classical geodetic methods
 GF0636.and adjusted by the National Geodetic Survey in February 2000..
 GF0636
 GF0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0636
 GF0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0636
 GF0636.The geoid height was determined by GEOID03.
 GF0636
 GF0636;                    North         East     Units Scale Factor Converg.
 GF0636;SPC MO C     -   124,243.940   534,611.977   MT  0.99994809   +0 14 01.1
 GF0636;UTM  15      - 4,089,963.765   579,116.988   MT  0.99967711   +0 32 03.2
 GF0636
 GF0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0636!SPC MO C     -   0.99993474  x   0.99994809  =   0.99988283
 GF0636!UTM  15      -   0.99993474  x   0.99967711  =   0.99961187
 GF0636
 GF0636|---------------------------------------------------------------------|
 GF0636| PID    Reference Object                     Distance      Geod. Az  |
 GF0636|                                                           dddmmss.s |
 GF0636| CI1282 BUCK RM 1                             5.257 METERS 15451     |
 GF0636| GF0637 WILLOW SPRINGS BLUE BUCK LOT          2.207 METERS 22032     |
 GF0636| CI1283 BUCK RM 2                             5.029 METERS 29111     |
 GF0636| HD1123 GROVE                               APPROX.22.3 KM 3272418.1 |
 GF0636|---------------------------------------------------------------------|
 GF0636
 GF0636                          SUPERSEDED SURVEY CONTROL
 GF0636
 GF0636  NAD 83(1997)-  36 57 08.74733(N)    092 06 40.92817(W) AD(       ) 1
 GF0636  NAD 83(1986)-  36 57 08.74732(N)    092 06 40.92798(W) AD(       ) 1
 GF0636  NAD 27      -  36 57 08.55031(N)    092 06 40.36692(W) AD(       ) 1
 GF0636  NGVD 29 (07/19/86)  444.9    (m)         1460.     (f) VERT ANG       
 GF0636
 GF0636.Superseded values are not recommended for survey control.
 GF0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0636.See file dsdata.txt to determine how the superseded data were derived.
 GF0636
 GF0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7911789964(NAD 83)
 GF0636_MARKER: DS = TRIANGULATION STATION DISK
 GF0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0636+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 GF0636
 GF0636  HISTORY     - Date     Condition        Report By
 GF0636  HISTORY     - 1978     MONUMENTED       NGS
 GF0636  HISTORY     - 19991006 GOOD             MODNR
 GF0636  HISTORY     - 20060315 GOOD             MODNR
 GF0636
 GF0636                          STATION DESCRIPTION
 GF0636
 GF0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 GF0636'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF CABOOL, 8
 GF0636'MILES WEST-SOUTHWEST OF WILLOW SPRINGS AND IN THE NORTHEAST
 GF0636'1/4 OF SECTION 11, T 26 N, R 11 W, AND ON PROPERTY OF THE
 GF0636'U.S. FOREST SERVICE.  PERMISSION WAS OBTAINED FROM MR. TOM
 GF0636'HENDERSON, WILLOW SPRINGS DISTRICT.  TELEPHONE NUMBER
 GF0636'469-2990.
 GF0636'
 GF0636'TO REACH THE STATION FROM THE OVERPASS AND JUNCTION OF U.S.
 GF0636'HIGHWAY 60 AND STATE HIGHWAY 181 AT THE SOUTH EDGE OF CABOOL, GO
 GF0636'SOUTH ON HIGHWAY 181 FOR 2.1 MILES TO THE JUNCTION OF COUNTY
 GF0636'ROUTE EE.  CONTINUE SOUTH ON HIGHWAY 181 FOR 2.15 MILES
 GF0636'TO THE JUNCTION OF COUNTY ROUTE AM.  CONTINUE IN A SOUTHERLY
 GF0636'DIRECTION ON HIGHWAY 181 FOR 4.75 MILES TO THE JUNCTION OF
 GF0636'STATE HIGHWAY 76.  TURN LEFT AND GO EASTERLY ON HIGHWAY 181 AND
 GF0636'76 FOR 3.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT ON HIGHWAY
 GF0636'181 AND GO SOUTHERLY FOR 1.0 MILE TO A FORK.  KEEP RIGHT
 GF0636'SOUTHWEST UPHILL ON A GRAVELED ROAD FOR 0.1 MILE TO A FORK.
 GF0636'KEEP RIGHT SOUTHWEST UPHILL FOR 0.3 MILE TO THE LOOKOUT
 GF0636'TOWER AND THE STATION.
 GF0636'
 GF0636'THE STATION MARKS ARE STANDARD DISKS STAMPED---BUCK 1978---.
 GF0636'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 GF0636'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 8 FEET
 GF0636'SOUTHWEST OF THE NORTHEAST LEG OF LOOKOUT TOWER AND 0.9 FOOT
 GF0636'NORTHEAST OF THE NORTH CORNER OF THE CONCRETE BASE FOR STEPS.
 GF0636'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 GF0636'OF CONCRETE 28 INCHES BELOW THE GROUND SURFACE.
 GF0636'
 GF0636'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ---BUCK NO 1 1978---,
 GF0636'CEMENTED IN A DRILLED HOLE IN THE NORTHEAST CORNER OF THE
 GF0636'CONCRETE FOUNDATION FOR THE SOUTHEAST LEG OF THE LOOKOUT TOWER.
 GF0636'
 GF0636'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BUCK NO 2 1978---,
 GF0636'CEMENTED IN A DRILLED HOLE IN THE NORTHEAST CORNER OF THE
 GF0636'CONCRETE FOUNDATION FOR THE NORTHWEST LEG OF THE LOOKOUT TOWER.
 GF0636'
 GF0636'NO SUITABLE LOCATION WAS FOUND TO SET AN AZIMUTH MARK OR A
 GF0636'REFERENCE MARK 3.
 GF0636'
 GF0636'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.0 METERS.
 GF0636
 GF0636                          STATION RECOVERY (1999)
 GF0636
 GF0636'RECOVERY NOTE BY MO DEPT OF NAT RES 1999 (BDC)
 GF0636'STATION LOCATED UNDER A LOOKOUT TOWER.
 GF0636
 GF0636                          STATION RECOVERY (2006)
 GF0636
 GF0636'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GF0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2599 ***********************************************************************
 JD2599  DESIGNATION -  BUCK
 JD2599  PID         -  JD2599
 JD2599  STATE/COUNTY-  MO/MORGAN
 JD2599  USGS QUAD   -  STOVER (1982)
 JD2599
 JD2599                         *CURRENT SURVEY CONTROL
 JD2599  ___________________________________________________________________
 JD2599* NAD 83(1997)-  38 29 54.21711(N)    092 58 41.99909(W)     ADJUSTED  
 JD2599* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 JD2599  ___________________________________________________________________
 JD2599  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 JD2599  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD2599
 JD2599  HORZ ORDER  -  SECOND
 JD2599
 JD2599.The horizontal coordinates were established by classical geodetic methods
 JD2599.and adjusted by the National Geodetic Survey in February 2000..
 JD2599
 JD2599.The orthometric height was scaled from a topographic map.
 JD2599
 JD2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2599
 JD2599.The geoid height was determined by GEOID03.
 JD2599
 JD2599;                    North         East     Units Scale Factor Converg.
 JD2599;SPC MO C     -   295,859.252   458,275.427   MT  0.99995477   -0 17 51.9
 JD2599;UTM  15      - 4,261,115.405   501,889.351   MT  0.99960004   +0 00 48.6
 JD2599
 JD2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2599!SPC MO C     -   0.99995410  x   0.99995477  =   0.99990888
 JD2599!UTM  15      -   0.99995410  x   0.99960004  =   0.99955416
 JD2599
 JD2599|---------------------------------------------------------------------|
 JD2599| PID    Reference Object                     Distance      Geod. Az  |
 JD2599|                                                           dddmmss.s |
 JD2599| AJ2369 BUCK RM 1                             2.425 METERS 03425     |
 JD2599| JD2631 FORTUNA CENTRAL ELEC PWR MAST       APPROX.15.7 KM 0785217.6 |
 JD2599| AJ2370 BUCK RM 2                             2.155 METERS 11514     |
 JD2599| AJ2371 BUCK AZ MK                          378.834 METERS 19310     |
 JD2599|---------------------------------------------------------------------|
 JD2599
 JD2599                          SUPERSEDED SURVEY CONTROL
 JD2599
 JD2599  NAD 83(1986)-  38 29 54.22819(N)    092 58 41.99887(W) AD(       ) 2
 JD2599  NAD 27      -  38 29 54.14975(N)    092 58 41.28183(W) AD(       ) 2
 JD2599
 JD2599.Superseded values are not recommended for survey control.
 JD2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2599.See file dsdata.txt to determine how the superseded data were derived.
 JD2599
 JD2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC0188961115(NAD 83)
 JD2599_MARKER: DS = TRIANGULATION STATION DISK
 JD2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2599_STAMPING: BUCK 1963
 JD2599_MARK LOGO: NGS   
 JD2599_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JD2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2599+STABILITY: SURFACE MOTION
 JD2599
 JD2599  HISTORY     - Date     Condition        Report By
 JD2599  HISTORY     - 1963     MONUMENTED       CGS
 JD2599  HISTORY     - 19810810 GOOD             NGS
 JD2599
 JD2599                          STATION DESCRIPTION
 JD2599
 JD2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2599'THE STATION IS LOCATED NEAR THE TOP OF A PROMINENT FLAT RISE
 JD2599'ABOUT 9.0 MILES NORTHWEST OF VERSAILLES, 6.0 MILES SOUTH OF
 JD2599'FLORENCE, 5.0 MILES NORTH OF STOVER AND NEAR THE WEST
 JD2599'RIGHT-OF-WAY ALONG COUNTY ROUTE N.
 JD2599'
 JD2599'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 135
 JD2599'AND 52 IN STOVER, DRIVE EAST ON STATE HIGHWAY 52 FOR 0.3
 JD2599'MILE TO THE JUNCTION OF COUNTY ROUTE N ON THE LEFT.  TURN
 JD2599'LEFT AND DRIVE NORTHERLY ON COUNTY ROUTE N FOR 4.2 MILES
 JD2599'TO THE END OF THE BLACK-TOP PORTION OF THE ROUTE.  CONTINUE
 JD2599'NORTH ON GRAVELED COUNTY ROUTE N FOR 0.1 MILE TO THE AZIMUTH
 JD2599'MARK ON THE EAST SIDE OF THE ROAD.  CONTINUE NORTHERLY ON
 JD2599'COUNTY ROUTE N FOR 0.2 MILE TO THE STATION ON THE WEST SIDE
 JD2599'OF THE ROAD.
 JD2599'
 JD2599'THE STATION IS A STANDARD DISK, STAMPED BUCK 1963, SET IN
 JD2599'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 JD2599'DIAMETER, WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 JD2599'36.0 FEET WEST OF THE CENTER OF COUNTY ROUTE N, 2.0 FEET
 JD2599'SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 JD2599'NEAR THE WEST RIGHT-OF-WAY OF COUNTY ROUTE N.  THERE IS NO
 JD2599'WEST RIGHT-OF-WAY FENCE ALONG THE ROUTE AT THIS POINT.
 JD2599'
 JD2599'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUCK NO 1 1963,
 JD2599'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 JD2599'IN DIAMETER, WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 JD2599'34.0 FEET WEST OF THE CENTER OF COUNTY ROUTE N AND NEAR THE
 JD2599'WEST RIGHT-OF-WAY OF COUNTY ROUTE N.
 JD2599'
 JD2599'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUCK NO 2 1963,
 JD2599'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 JD2599'IN DIAMETER, WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 JD2599'SURFACE.  IT IS 33.0 FEET EAST OF THE CENTER OF COUNTY ROUTE
 JD2599'N AND 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE ALONG
 JD2599'COUNTY ROUTE N.
 JD2599'
 JD2599'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BUCK 1963,
 JD2599'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 JD2599'IN DIAMETER, WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 JD2599'SURFACE.  IT IS 44.0 FEET EAST OF THE CENTER OF COUNTY
 JD2599'ROUTE N, 2.0 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN
 JD2599'ATTACHED AND 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE
 JD2599'ALONG COUNTY ROUTE N.
 JD2599
 JD2599                          STATION RECOVERY (1981)
 JD2599
 JD2599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JD2599'SURFACE STATION MARK, RM 2 AND THE AZ MK WERE RECOVERED IN GOOD
 JD2599'CONDITION.  RM 1 WAS FOUND SLIGHTLY DAMAGED BUT STILL SOLID.  THE
 JD2599'DIRECTIONS TO THE MARKS AGREED FAVORABLY WITH 1947 DATA.  THE 1963
 JD2599'DATA SHEET DISTANCE TO RM 1 WAS 0.015 METER (0.049 FT) SHORTER AND THE
 JD2599'DISTANCE TO RM 2 WAS 0.022 METER (0.072 FT) SHORTER.  THE UNDERGROUND
 JD2599'MARK WAS NOT INSPECTED.  THE GENERAL LOCATION OF THE STATION IS
 JD2599'ADEQUATE.  THE ROUTING TO THE STATION IS STILL VALID, HOWEVER STATE
 JD2599'ROAD N IS NOW PAVED PAST THE STATION.  ADDITIONAL MEASUREMENTS WERE
 JD2599'MADE TO LOCAL OBJECTS.  THE STATION IS ON RIGHT-OF-WAY AND ADJACENT TO
 JD2599'PROPERTY OWNED BY JIM FERGESON, RURAL ROUTE 1, BOX 12, STOVER,
 JD2599'MISSOURI.  THE STATION IS A STANDARD, CGS, DISK STAMPED, BUCK 1963,
 JD2599'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM, IN
 JD2599'DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 34.26 METERS
 JD2599'(112.40 FT) ENE FORM THE NE CORNER OF JIM FERGESONS HOUSE, 11.0 METERS
 JD2599'(36.1 FT) W FROM THE CENTERLINE OF ROAD N, 5.2 METERS (17.1 FT) N FROM
 JD2599'THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE, 0.67 METERS (2.20 FT) SE
 JD2599'FROM A WITNESS POST.  AZIMUTH MARK NO 1, IS A STANDARD, CGS, DISK
 JD2599'STAMPED,---BUCK 1963, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 JD2599'12 INCHES, 30 CM, IN DIAMETER, PROJECTING, 4 INCHES, 8 CM, ABOVE THE
 JD2599'GROUND.  THE STATION IS LOCATED 13.4 METERS (44.0 FT) E FROM THE
 JD2599'CENTERLINE OF ROAD N, 0.61 METERS (2.00 FT) S FROM A WITNESS POST, 0.3
 JD2599'METERS (1.0 FT) W FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2371 ***********************************************************************
 AJ2371  DESIGNATION -  BUCK AZ MK
 AJ2371  PID         -  AJ2371
 AJ2371  STATE/COUNTY-  MO/MORGAN
 AJ2371  USGS QUAD   -  STOVER (1982)
 AJ2371
 AJ2371                         *CURRENT SURVEY CONTROL
 AJ2371  ___________________________________________________________________
 AJ2371* NAD 83(1997)-  38 29 42.25417(N)    092 58 45.55983(W)     ADJUSTED  
 AJ2371* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 AJ2371  ___________________________________________________________________
 AJ2371  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AJ2371  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 AJ2371
 AJ2371  HORZ ORDER  -  THIRD
 AJ2371
 AJ2371.The horizontal coordinates were established by classical geodetic methods
 AJ2371.and adjusted by the National Geodetic Survey in November 2001..
 AJ2371
 AJ2371.The orthometric height was scaled from a topographic map.
 AJ2371
 AJ2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2371
 AJ2371.The geoid height was determined by GEOID03.
 AJ2371
 AJ2371;                    North         East     Units Scale Factor Converg.
 AJ2371;SPC MO C     -   295,490.846   458,187.228   MT  0.99995486   -0 17 54.1
 AJ2371;UTM  15      - 4,260,746.656   501,803.185   MT  0.99960004   +0 00 46.3
 AJ2371
 AJ2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2371!SPC MO C     -   0.99995448  x   0.99995486  =   0.99990934
 AJ2371!UTM  15      -   0.99995448  x   0.99960004  =   0.99955454
 AJ2371
 AJ2371                          SUPERSEDED SURVEY CONTROL
 AJ2371
 AJ2371.No superseded survey control is available for this station.
 AJ2371
 AJ2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC0180360747(NAD 83)
 AJ2371_MARKER: DZ = AZIMUTH MARK DISK
 AJ2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2371_STAMPING: BUCK 1963
 AJ2371_MARK LOGO: CGS   
 AJ2371_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2371+STABILITY: SURFACE MOTION
 AJ2371
 AJ2371  HISTORY     - Date     Condition        Report By
 AJ2371  HISTORY     - 1963     MONUMENTED       CGS
 AJ2371  HISTORY     - 19810810 GOOD             NGS
 AJ2371
 AJ2371                          STATION DESCRIPTION
 AJ2371
 AJ2371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AJ2371'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NW OF VERSAILLES, 9.6KM
 AJ2371'(5.95 MI) S OF FLORENCE, 8 KM (4.95 MI) N OF STOVER AND ON THE E
 AJ2371'RIGHT-OF-WAY OF STATE ROAD N.  TO REACH THE STATION FROM THE JUNCTION
 AJ2371'OF STATE HWY 52 AND 135 IN STOVER, GO E ON HWY 52 FOR 0.48 KM (0.30
 AJ2371'MI) TO STATE ROAD N ON THE LEFT.  TURN LEFT AND GO N ON ROAD N FOR
 AJ2371'6.92 KM (4.30 MI) TO THE MARK ON THE RIGHT.  STATION IS A STANDARD CGS
 AJ2371'AZ MK DISK, STAMPED---BUCK 1963---, SET INTO THE TOP IF A 0.3 CM ROUND
 AJ2371'CONCRETE POST WHICH PROJECTS 8 CM.  IT IS 13.4 M (44.0 FT) E OF THE
 AJ2371'CENTERLINE OF ROAD N, 0.61 M (2.00 FT) S OF A WITNESS POST AND 0.3 M
 AJ2371'(1.0 FT) W OF A FENCE.  THE MARK WAS POSITIONED BY ELECTRONIC TRAVERSE
 AJ2371'FROM STATION---BUCK---IN OCTOBER 1981.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1091 ***********************************************************************
 HD1091  DESIGNATION -  BUCK AZ MK 2
 HD1091  PID         -  HD1091
 HD1091  STATE/COUNTY-  MO/PULASKI
 HD1091  USGS QUAD   -  OZARK SPRINGS (1985)
 HD1091
 HD1091                         *CURRENT SURVEY CONTROL
 HD1091  ___________________________________________________________________
 HD1091* NAD 83(1997)-  37 47 10.33027(N)    092 16 08.62817(W)     ADJUSTED  
 HD1091* NAVD 88     -       342.14   (meters)    1122.5    (feet)  RESET     
 HD1091  ___________________________________________________________________
 HD1091  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 HD1091  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HD1091
 HD1091  HORZ ORDER  -  THIRD
 HD1091  VERT ORDER  -  THIRD
 HD1091
 HD1091.The horizontal coordinates were established by classical geodetic methods
 HD1091.and adjusted by the National Geodetic Survey in February 2000..
 HD1091.No horizontal observational check was made to the station.
 HD1091
 HD1091.The orthometric height was computed from unverified reset data.
 HD1091.No vertical observational check was made to the station.
 HD1091
 HD1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1091
 HD1091.The geoid height was determined by GEOID03.
 HD1091
 HD1091;                    North         East     Units Scale Factor Converg.
 HD1091;SPC MO C     -   216,728.630   520,341.135   MT  0.99993843   +0 08 29.4
 HD1091;UTM  15      - 4,182,345.762   564,360.583   MT  0.99965102   +0 26 52.3
 HD1091
 HD1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1091!SPC MO C     -   0.99995114  x   0.99993843  =   0.99988957
 HD1091!UTM  15      -   0.99995114  x   0.99965102  =   0.99960218
 HD1091
 HD1091                          SUPERSEDED SURVEY CONTROL
 HD1091
 HD1091  NAD 83(1986)-  37 47 10.34319(N)    092 16 08.62664(W) AD(       ) 3
 HD1091  NAD 27      -  37 47 10.19539(N)    092 16 08.02028(W) AD(       ) 3
 HD1091  NGVD 29 (02/22/06)  342.03   (m)         1122.1    (f) RESET       3  
 HD1091
 HD1091.Superseded values are not recommended for survey control.
 HD1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1091.See file dsdata.txt to determine how the superseded data were derived.
 HD1091
 HD1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6436182346(NAD 83)
 HD1091_MARKER: DZ = AZIMUTH MARK DISK
 HD1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1091_SP_SET: CONCRETE POST
 HD1091_STAMPING: BUCK 1946 AZ 2 1977
 HD1091_MARK LOGO: NGS   
 HD1091_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HD1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1091+STABILITY: SURFACE MOTION
 HD1091
 HD1091  HISTORY     - Date     Condition        Report By
 HD1091  HISTORY     - 1977     MONUMENTED       NGS
 HD1091  HISTORY     - 19770101 GOOD             NGS
 HD1091  HISTORY     - 19770806 GOOD             NGS
 HD1091
 HD1091                          STATION DESCRIPTION
 HD1091
 HD1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HD1091'TO REACH FROM TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44 AND
 HD1091'STATE HIGHWAY 17 ABOUT 4.9 MI (7.9 KM) WEST OF WAYNESVILLE, 90 NORTH
 HD1091'FOR ABOUT 0.15 MI (0.24 KM) TO WITMOR FARM RESTAURANT AND PARK AREA ON
 HD1091'THE RIGHT AND THE AZIMUTH MARK ON THE LEFT, 5 FT (1.5 M) SOUTH OF THE
 HD1091'SOUTH ONE OF TWO PIPE POLES SUPPORTING A LARGE FINA SIGN AND ABOUT 200
 HD1091'FT (61.0 M) SOUTHWEST OF THE WITMOR FARM RESTAURANT REBAR PLACED IN
 HD1091'CONCRETE POST.
 HD1091
 HD1091                          STATION RECOVERY (1977)
 HD1091
 HD1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD1091'FROM THE TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44 AND STATE
 HD1091'HIGHWAY 17 ABOUT 4.9 MILES WEST OF WAYNESVILLE, GO NORTH FOR ABOUT
 HD1091'0.15 MILE TO WITMOR FARM RESTAURANT AND PARKING AREA ON THE RIGHT AND
 HD1091'THE AZIMUTH MARK ON THE LEFT, 5 FEET SOUTH OF THE SOUTH ONE OF TWO
 HD1091'PIPE POLES SUPPORTING A LARGE FINA SIGN AND ABOUT 200 FEET SOUTHWEST
 HD1091'OF THE WITMOR FARM RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1634 ***********************************************************************
 JC1634  DESIGNATION -  BUCK KNOB
 JC1634  PID         -  JC1634
 JC1634  STATE/COUNTY-  MO/JEFFERSON
 JC1634  USGS QUAD   -  SELMA (1993)
 JC1634
 JC1634                         *CURRENT SURVEY CONTROL
 JC1634  ___________________________________________________________________
 JC1634* NAD 83(1997)-  38 12 33.06873(N)    090 21 34.91206(W)     ADJUSTED  
 JC1634* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 JC1634  ___________________________________________________________________
 JC1634  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JC1634  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JC1634
 JC1634  HORZ ORDER  -  SECOND
 JC1634
 JC1634.The horizontal coordinates were established by classical geodetic methods
 JC1634.and adjusted by the National Geodetic Survey in February 2000..
 JC1634
 JC1634.The orthometric height was scaled from a topographic map.
 JC1634
 JC1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1634
 JC1634.The geoid height was determined by GEOID03.
 JC1634
 JC1634;                    North         East     Units Scale Factor Converg.
 JC1634;SPC MO E     -   263,659.282   262,287.185   MT  0.99993519   +0 05 12.4
 JC1634;SPC IL W     -   171,205.392   683,094.861   MT  0.99994469   -0 07 09.8
 JC1634;SPC IL W     -   561,696.36  2,241,120.39   sFT  0.99994469   -0 07 09.8
 JC1634;UTM  15      - 4,232,320.906   731,170.855   MT  1.00025820   +1 38 01.8
 JC1634
 JC1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1634!SPC MO E     -   0.99996770  x   0.99993519  =   0.99990289
 JC1634!SPC IL W     -   0.99996770  x   0.99994469  =   0.99991239
 JC1634!UTM  15      -   0.99996770  x   1.00025820  =   1.00022589
 JC1634
 JC1634|---------------------------------------------------------------------|
 JC1634| PID    Reference Object                     Distance      Geod. Az  |
 JC1634|                                                           dddmmss.s |
 JC1634| CI3138 BUCK KNOB RM 1                       19.639 METERS 12328     |
 JC1634| JC1635 CRYSTAL CITY MISS R FUEL RADIO        4.245 METERS 14715     |
 JC1634| CI3139 BUCK KNOB RM 2                       14.775 METERS 21809     |
 JC1634| CI3137 BUCK KNOB AZ MK                                    2491849.6 |
 JC1634| JC1648 CRYSTAL CITY MUNICIPAL TOWER        APPROX. 1.9 KM 3092134.7 |
 JC1634| JC1658 HERCULANEUM TALL STACK              APPROX. 5.9 KM 3455229.4 |
 JC1634|---------------------------------------------------------------------|
 JC1634
 JC1634                          SUPERSEDED SURVEY CONTROL
 JC1634
 JC1634  NAD 83(1997)-  38 12 33.06992(N)    090 21 34.91209(W) AD(       ) 2
 JC1634  NAD 83(1986)-  38 12 33.08253(N)    090 21 34.90802(W) AD(       ) 2
 JC1634  NAD 27      -  38 12 32.88100(N)    090 21 34.46800(W) AD(       ) 2
 JC1634
 JC1634.Superseded values are not recommended for survey control.
 JC1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1634.See file dsdata.txt to determine how the superseded data were derived.
 JC1634
 JC1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3117132321(NAD 83)
 JC1634_MARKER: DS = TRIANGULATION STATION DISK
 JC1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1634
 JC1634  HISTORY     - Date     Condition        Report By
 JC1634  HISTORY     - 1956     MONUMENTED       CGS
 JC1634
 JC1634                          STATION DESCRIPTION
 JC1634
 JC1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1634'THE STATION IS LOCATED AIRLINE, ABOUT 12 MILES EAST-NORTHEAST
 JC1634'OF DE SOTO AND ABOUT 1-1/2 MILES EAST-SOUTHEAST OF CRYSTAL
 JC1634'CITY ON THE HIGHEST POINT OF A TREE COVERED HILL LOCALLY
 JC1634'KNOWN AS BUCK KNOB.
 JC1634'
 JC1634'THE STATION IS A STANDARD DISK STAMPED BUCK KNOB 1956 SET
 JC1634'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JC1634'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 7 FEET NORTH OF THE
 JC1634'NORTH SIDE OF A SMALL MAINTENANCE SHED.
 JC1634'
 JC1634'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BUCK
 JC1634'KNOB NO. 1 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 JC1634'MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND
 JC1634'IS ABOUT 5 FEET LOWER THAN THE STATION.  IT IS 52 FEET
 JC1634'SOUTHEAST OF THE RADIO MAST.
 JC1634'
 JC1634'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BUCK
 JC1634'KNOB NO. 2 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 JC1634'MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND
 JC1634'IS ABOUT 7 FEET LOWER THAN THE STATION.  IT IS 51 FEET
 JC1634'SOUTH-SOUTHWEST OF THE RADIO MAST.
 JC1634'
 JC1634'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUCK KNOB 1956
 JC1634'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JC1634'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF A
 JC1634'NORTH-SOUTH FENCE LINE, 70 FEET WEST OF THE CENTER LINE OF
 JC1634'A TRACK ROAD AND ABOUT 100 YARDS NORTHEAST OF A STEEL GATE.
 JC1634'
 JC1634'THE RADIO MAST IS TRIANGULAR SHAPED, 16 INCHES ACROSS SIDES,
 JC1634'OF STEEL CONSTRUCTION AND IS ABOUT 120 FEET HIGH.  IT IS
 JC1634'ALTERNATELY PAINTED RED AND WHITE.  THE POINT OF INTERSECTION
 JC1634'WAS THE CENTER OF THE MAST.
 JC1634'
 JC1634'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 61
 JC1634'AND 67, WHICH IS ABOUT 1.5 MILES SOUTH-SOUTHWEST OF CRYSTAL
 JC1634'CITY, GO SOUTHEAST ON US HIGHWAY 61 FOR ABOUT 50 YARDS, TURN
 JC1634'LEFT OFF THE HIGHWAY AS PER SIGN AIRPORT AND FOLLOW THE
 JC1634'GRAVELED ROAD NORTH FOR 0.4 MILE, TURN RIGHT AT THE T-ROAD
 JC1634'AND GO EASTERLY AND NORTHERLY FOR 0.5 MILE TO A LARGE BRIDGE,
 JC1634'PASS OVER THE BRIDGE AND CONTINUE NORTHERLY FOR 1.5 MILES
 JC1634'TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE, THIS IS 0.05 MILE
 JC1634'AFTER PASSING THROUGH A LARGE STEEL GATE WHICH IS LOCKED,
 JC1634'PASS THROUGH AND CONTINUE NORTHERLY AND EASTERLY FOR 0.35
 JC1634'MILE TO THE TOP OF THE HILL, A RADIO MAST AND THE STATION.
 JC1634'
 JC1634'TO OBTAIN THE KEY TO THE LOCKED GATE, CONTACT MR. H.O. ZIEBOLD
 JC1634'WHO IS THE DIVISION SUPERINTENDENT OF THE MISSISSIPPI RIVER
 JC1634'FUEL COMPANY.  THE ADDRESS IS 407 NORTH 8TH STREET IN ST.
 JC1634'LOUIS, MISSOURI.  TELEPHONE NUMBER IS GARFIELD 12030.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1538 ***********************************************************************
 HD1538  DESIGNATION -  BUCK RESET
 HD1538  PID         -  HD1538
 HD1538  STATE/COUNTY-  MO/PULASKI
 HD1538  USGS QUAD   -  OZARK SPRINGS (1985)
 HD1538
 HD1538                         *CURRENT SURVEY CONTROL
 HD1538  ___________________________________________________________________
 HD1538* NAD 83(1997)-  37 47 06.61529(N)    092 15 39.40495(W)     ADJUSTED  
 HD1538* NAVD 88     -       357.96   (meters)    1174.4    (feet)  RESET     
 HD1538  ___________________________________________________________________
 HD1538  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HD1538  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HD1538
 HD1538  HORZ ORDER  -  SECOND
 HD1538  VERT ORDER  -  THIRD
 HD1538
 HD1538.The horizontal coordinates were established by classical geodetic methods
 HD1538.and adjusted by the National Geodetic Survey in February 2000..
 HD1538
 HD1538.The orthometric height was computed from unverified reset data.
 HD1538.No vertical observational check was made to the station.
 HD1538
 HD1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1538
 HD1538.The geoid height was determined by GEOID03.
 HD1538
 HD1538;                    North         East     Units Scale Factor Converg.
 HD1538;SPC MO C     -   216,615.897   521,056.432   MT  0.99993879   +0 08 47.3
 HD1538;UTM  15      - 4,182,236.886   565,076.267   MT  0.99965216   +0 27 10.2
 HD1538
 HD1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1538!SPC MO C     -   0.99994866  x   0.99993879  =   0.99988745
 HD1538!UTM  15      -   0.99994866  x   0.99965216  =   0.99960084
 HD1538
 HD1538:                Primary Azimuth Mark                     Grid Az
 HD1538:SPC MO C     -  TULSA ST LOUIS AIRWAY BCN 57             050 57 31.6
 HD1538:UTM  15      -  TULSA ST LOUIS AIRWAY BCN 57             050 39 08.7
 HD1538
 HD1538|---------------------------------------------------------------------|
 HD1538| PID    Reference Object                     Distance      Geod. Az  |
 HD1538|                                                           dddmmss.s |
 HD1538| HD1036 TULSA ST LOUIS AIRWAY BCN 57        APPROX. 6.2 KM 0510618.9 |
 HD1538| HD1032 WAYNESVILLE MUNICIPAL TANK          APPROX. 7.3 KM 0555339.7 |
 HD1538| HD1033 STATE POLICE RADIO MAST             APPROX.10.6 KM 0675629.1 |
 HD1538| HD1090 BUCK RM 3                            24.430 METERS 06900     |
 HD1538| CQ5785 BUCK RM 1                            35.905 METERS 11733     |
 HD1538| CQ5786 BUCK RM 2                            34.710 METERS 21636     |
 HD1538| HD0143 ERA 1452                            APPROX. 0.8 KM 2560958.2 |
 HD1538| HD1089 BUCK RM 4                            19.154 METERS 26117     |
 HD1538| HD1091 BUCK AZ MK 2                        APPROX. 0.7 KM 2790610.1 |
 HD1538|---------------------------------------------------------------------|
 HD1538
 HD1538                          SUPERSEDED SURVEY CONTROL
 HD1538
 HD1538  NAD 83(1986)-  37 47 06.62823(N)    092 15 39.40343(W) AD(       ) 2
 HD1538  NGVD 29 (02/22/06)  357.85   (m)         1174.0    (f) RESET       3  
 HD1538
 HD1538.Superseded values are not recommended for survey control.
 HD1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1538.See file dsdata.txt to determine how the superseded data were derived.
 HD1538
 HD1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6507682237(NAD 83)
 HD1538_MARKER: DS = TRIANGULATION STATION DISK
 HD1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1538_SP_SET: CONCRETE POST
 HD1538_STAMPING: BUCK 1946 1977
 HD1538_MARK LOGO: CGS   
 HD1538_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HD1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1538+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 HD1538
 HD1538  HISTORY     - Date     Condition        Report By
 HD1538  HISTORY     - 1977     MONUMENTED       CGS
 HD1538  HISTORY     - 1977     GOOD             NGS
 HD1538  HISTORY     - 19770101 GOOD             NGS
 HD1538  HISTORY     - 1981     GOOD             NGS
 HD1538  HISTORY     - 20050125 GOOD             ZAMBRA
 HD1538
 HD1538                          STATION DESCRIPTION
 HD1538
 HD1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1977
 HD1538'FROM THE TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44 AND STATE
 HD1538'HIGHWAY 17 ABOUT 4.9 MILES WEST OF WAYNESVILLE, GO SOUTH FOR 0.05
 HD1538'MILE TO OUTER ROAD LEFT AND HIGHWAY 17 RIGHT, TURN LEFT AND GO
 HD1538'EASTERLY ON OUTER ROAD, OLD HIGHWAY 66 FOR 0.2 MILE TO TOP OF HILL
 HD1538'AND STATION ON THE LEFT, 76 FEET WEST OF A POWER POLE, 37 FEET NORTH
 HD1538'OF THE CENTER OF THE OUTER ROAD AND 30 FEET SOUTH OF CUTBANK EDGE.
 HD1538
 HD1538                          STATION RECOVERY (1977)
 HD1538
 HD1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HD1538'THE UNDERGROUND STATION MARK WAS RECOVERED AND FOUND IN GOOD
 HD1538'CONDITION.  THE SURFACE STATION MARK WAS FOUND TILTED OUT OF
 HD1538'POSITION.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND.  THE AZIMUTH
 HD1538'MARK (USGS BM E. R. A. 1452 1935) WAS SEARCHED FOR AND COULD NOT BE
 HD1538'FOUND.  THIS DATE A NEW SURFACE STATION MARK WAS SET DIRECTLY
 HD1538'ABOVE THE UNDERGROUND MARK, REFERENCE MARKS 3 AND 4 AND A NEW
 HD1538'AZIMUTH MARK WERE SET.  A LEVEL TIE WAS MADE FROM BENCH MARK P 190
 HD1538'TO THE STATION MARK AND AZIMUTH MARK BY THE MISSOURI STATE
 HD1538'HIGHWAY DEPARTMENT SURVEY CREW THIS DATE.  A NEW COMPLETE
 HD1538'DESCRIPTION FOLLOWS--
 HD1538'
 HD1538'THE STATION IS LOCATED ABOUT 4.9 MILES WEST OF WAYNESVILLE AND 1.0
 HD1538'MILE EAST OF BUCKHORN, IN THE SW CORNER OF SEC. 4, T 35 N, R 12 W,
 HD1538'AND ON A RIDGE BETWEEN OLD HIGHWAY 66 AND INTERSTATE HIGHWAY 44 AND
 HD1538'ON HIGHWAY RIGHT-OF-WAY.
 HD1538'
 HD1538'TO REACH THE STATION FROM THE TOP OF THE OVERPASS AT THE
 HD1538'INTERCHANGE OF INTERSTATE HIGHWAY 44 AND STATE HIGHWAY 17 ABOUT
 HD1538'5 MILES WEST OF WAYNESVILLE, GO SOUTH FOR 0.05 MILE TO OUTER ROAD
 HD1538'LEFT AND HIGHWAY 17 GOES RIGHT, TURN LEFT AND GO EASTERLY ON OUTER
 HD1538'ROAD, OLD HIGHWAY 66 FOR 0.3 MILE TO PULASKI CO. RWD NO 1
 HD1538'STANDPIPE ON THE RIGHT, CONTINUE EASTERLY ON OUTER ROAD FOR 0.05
 HD1538'MILE TO TOP OF HILL AND THE STATION ON THE LEFT.
 HD1538'
 HD1538'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BUCK 1946 1977,
 HD1538'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 HD1538'THE GROUND SURFACE.  IT IS 76 FEET WEST OF A POWER POLE, 37 FEET
 HD1538'NORTH OF THE CENTER OF THE OUTER ROAD AND 30 FEET SOUTH OF THE
 HD1538'CUT-BANK EDGE.  REBAR PLACED IN THE CONCRETE MONUMENT.  THE
 HD1538'UNDERGROUND DISK IS STAMPED BUCK 1946, SET IN AN IRREGULAR MASS
 HD1538'OF CONCRETE 30 INCHES BELOW THE GROUND.
 HD1538'
 HD1538'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BUCK 1946 NO 3 1977,
 HD1538'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2
 HD1538'INCHES.  IT IS 50 FEET NORTH OF THE CENTER OF OUTER ROAD, 20 FEET
 HD1538'NORTH-NORTHEAST OF THE POWER POLE AND 11 FEET SOUTH OF THE NORTH
 HD1538'EDGE OF THE CUT-BANK.
 HD1538'
 HD1538'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 HD1538'BUCK 1946 NO 4 1977 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HD1538'75 FEET EAST-NORTHEAST OF A POWER POLE, 40 FEET NORTH OF THE
 HD1538'CENTER OF THE OUTER ROAD, 16 FEET SOUTHWEST OF THE CENTER OF TWIN
 HD1538'TREES AND AT THE EAST EDGE OF GROUP OF TREES.
 HD1538'
 HD1538'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUCK 1946 AZ 2 1977, SET
 HD1538'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 1 INCH BELOW
 HD1538'THE GROUND SURFACE.  IT IS 5 FEET SOUTH OF THE SOUTH ONE OF TWO
 HD1538'METAL PIPE POLES SUPPORTING LARGE FINA SIGN AND ABOUT 200 FEET
 HD1538'SOUTHWEST OF WITMOR FARM RESTAURANT BUILDING.  REBAR PLACED IN
 HD1538'CONCRETE POST.
 HD1538'
 HD1538'TO REACH THE AZIMUTH MARK 2 FROM THE TOP OF THE OVERPASS MENTIONED
 HD1538'IN THE ROUTE TO REACH THE STATION, GO NORTH ABOUT 0.15 MILE TO THE
 HD1538'WITMOR FARM RESTAURANT PARKING AREA ON THE RIGHT AND THE AZIMUTH
 HD1538'MARK 2 ON THE LEFT AS DESCRIBED.
 HD1538'
 HD1538'BENCH MARK P 190 IS A STANDARD BENCH MARK DISK STAMPED, P 190 1946,
 HD1538'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1 INCH ABOVE
 HD1538'THE GROUND SURFACE.  IT IS 60.2 FEET NORTHWEST OF THE NORTHWEST
 HD1538'CORNER OF A CONCRETE BLOCK HOUSE, 45 FEET EAST OF THE CENTER OF A
 HD1538'GRAVELED ROAD, 40.5 FEET SOUTH OF THE CENTER OF OLD HIGHWAY 66,
 HD1538'OUTER ROAD, 18 FEET EAST OF A POWER POLE AND 2.3 FEET EAST OF A
 HD1538'METAL WITNESS POST.
 HD1538'
 HD1538'TO REACH P 190 FROM THE STATION, GO EASTERLY ON OUTER ROAD FOR 0.57
 HD1538'MILE TO A GRAVELED ROAD AND BENCH MARK P 190 ON THE RIGHT.
 HD1538'
 HD1538'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN--4.9 MILES
 HD1538'WEST OF WAYNESVILLE.
 HD1538
 HD1538                          STATION RECOVERY (1977)
 HD1538
 HD1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HD1538'TO REACH FROM THE TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44
 HD1538'AND STATE HIGHWAY 17 ABOUT 49 MI (78.9 KM) WEST OF WAYNESVILLE, GO
 HD1538'SOUTH FOR 0.05 MI (0.08 KM) TO OUTER ROAD LEFT AND HIGHWAY 17 RIGHT,
 HD1538'TURN LEFT AND GO EASTERLY ON OUTER ROAD, OLD HIGHWAY 66 FOR 0.2 MI
 HD1538'(0.3 KM) TO TOP OF HILL AND STATION ON THE LEFT, 76 FT (23.2 M) WEST
 HD1538'OF A POWER POLE, 37 FT (11.3 M) NORTH OF THE CENTER OF THE OUTER ROAD
 HD1538'AND 30 FT (9.1 M) SOUTH OF CUTBANK EDGE.
 HD1538
 HD1538                          STATION RECOVERY (1981)
 HD1538
 HD1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 HD1538'SURFACE STATION MARK, REFERENCE MARK 4, AZIMUTH MARK 2, AND BENCH MARK
 HD1538'P 190 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT
 HD1538'FOUND.  BENCH MARK E R A 1452 USGS, THE ORIGINAL AZIMUTH MARK, WAS
 HD1538'ALSO RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 HD1538'REFERENCE MARK 4 AGREED WITH 1977 DATA, AS DID THE DIRECTION TO
 HD1538'AZIMUTH MARK 2.  THE DISTANCE TO BENCH MK E R A 1452 USGS WAS 0.128
 HD1538'METER SHORTER THAN 1946 DATA AND THE DIRECTION FAILED TO AGREE BY 50
 HD1538'SECONDS SMALLER.  BENCH MARK P 190 WAS OBSTRUCTED THIS DATE.  DUE TO
 HD1538'CHANGES A NEW DESCRIPTION FOLLOWS.
 HD1538'
 HD1538'THE STATION IS ABOUT 5 MILES WEST OF WAYNESVILLE, 1 MILE EAST OF
 HD1538'BUCKHORN, ON A RIDGE LYING BETWEEN INTERSTATE HIGHWAY 44 EASTBOUND
 HD1538'AND A FRONTAGE ROAD AND IN THE SW CORNER OF SEC 4, T35N, R12W ON ROAD
 HD1538'RIGHT-OF-WAY.
 HD1538'
 HD1538'TO REACH THE STATION FROM THE OVERPASS OF STATE HIGHWAY 17 OVER
 HD1538'INTERSTATE HIGHWAY 44, ABOUT 1/2 MILE EAST OF BUCKHORN, GO SOUTH ON
 HD1538'HIGHWAY 17 FOR 0.05 MILE TO A T-ROAD WHERE THE HIGHWAY TURNS
 HD1538'RIGHT.  TURN LEFT AND GO EAST ON A FRONTAGE ROAD FOR 0.35 MILE TO THE
 HD1538'STATION ON THE LEFT.
 HD1538'
 HD1538'TO REACH BENCH MK E R A 1452 USGS FROM THE OVERPASS, GO SOUTH FOR
 HD1538'0.05 MILE, TURN RIGHT AND GO WEST ON HIGHWAY 17 FOR 0.15 MILE TO THE
 HD1538'MARK ON THE RIGHT.
 HD1538'
 HD1538'TO REACH AZIMUTH MARK 2 FROM THE OVERPASS, GO NORTH ON A PAVED ROAD
 HD1538'FOR 0.15 MILE TO THE MARK ON THE LEFT.
 HD1538'
 HD1538'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BUCK 1946 1977---
 HD1538'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 76.0
 HD1538'FEET WEST OF A POWERLINE POLE, 37.0 FEET NORTH OF THE CENTERLINE OF
 HD1538'THE FRONTAGE ROAD AND 30 FEET SOUTH OF THE CUTBANK FOR THE INTERSTATE
 HD1538'HIGHWAY.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 HD1538'
 HD1538'REFERENCE MARK 4 IS A CAST ALUMINUM MARK, IMBEDDED IN THE GROUND.  IT
 HD1538'IS STAMPED---BUCK 1946 NO 4 1977---AND IS FLUSH.  IT IS 75.0 FEET
 HD1538'EAST-NORTHEAST OF A POWERLINE POLE, 40.0 FEET NORTH OF THE CENTERLINE
 HD1538'OF THE FRONTAGE ROAD AND 16.0 FEET SOUTHWEST OF THE CENTER OF TWIN
 HD1538'TREES.
 HD1538'
 HD1538'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---BUCK 1946 NO 5
 HD1538'1981---CEMENTED IN A DRILLED HOLE IN A 2 BY 2 FOOT ROCK OUTCROP
 HD1538'WHICH PROJECTS 2 INCHES.  IT IS 50.0 FEET NORTH OF THE CENTERLINE OF
 HD1538'THE FRONTAGE ROAD, 20.1 FEET NORTH-NORTHEAST OF A POWERLINE POLE AND
 HD1538'12 FEET SOUTH OF THE CUTBANK.
 HD1538'
 HD1538'AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED---BUCK 1946 AZ 2 1977---
 HD1538'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 1 INCH BELOW THE
 HD1538'GROUND SURFACE.  IT IS 95.0 FEET WEST OF THE CENTERLINE OF A NORTH
 HD1538'BOUND ROAD, 67.0 FEET NORTH OF THE CENTERLINE OF A FRONTAGE ROAD,
 HD1538'10.4 FEET SOUTH OF A PIPE SUPPORTING A MOBIL OIL SIGN AND 3.3 FEET
 HD1538'NORTHWEST OF A CURB.
 HD1538'
 HD1538'BENCH MK E R A 1452 USGS IS A STANDARD USGS DISK, STAMPED---1115 ERA
 HD1538'1452 1935---SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT IS
 HD1538'2 INCHES BELOW THE GROUND SURFACE.  IT IS 78.5 FEET NORTH OF THE
 HD1538'CENTERLINE OF HIGHWAY 17, 50.8 FEET WEST OF A RIGHT-OF-WAY MARKER,
 HD1538'12.2 FEET EAST OF THE EAST END OF AN OLD 3 BY 15 FOOT CONCRETE
 HD1538'FOUNDATION FOR GASOLINE PUMPS AND 1.0 FOOT SOUTH OF A WITNESS POST.
 HD1538
 HD1538                          STATION RECOVERY (2005)
 HD1538
 HD1538'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2005
 HD1538'ZAMBRANA ENGINEERING, INC
 HD1538'2324 MARCONI
 HD1538'ST. LOUIS 63110
 HD1538' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1090 ***********************************************************************
 HD1090  DESIGNATION -  BUCK RM 3
 HD1090  PID         -  HD1090
 HD1090  STATE/COUNTY-  MO/PULASKI
 HD1090  USGS QUAD   -  OZARK SPRINGS (1985)
 HD1090
 HD1090                         *CURRENT SURVEY CONTROL
 HD1090  ___________________________________________________________________
 HD1090* NAD 83(1997)-  37 47 06.89917(N)    092 15 38.47283(W)     ADJUSTED  
 HD1090* NAVD 88     -       358.50   (meters)    1176.2    (feet)  RESET     
 HD1090  ___________________________________________________________________
 HD1090  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HD1090  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HD1090
 HD1090  HORZ ORDER  -  THIRD
 HD1090  VERT ORDER  -  THIRD
 HD1090
 HD1090.The horizontal coordinates were established by classical geodetic methods
 HD1090.and adjusted by the National Geodetic Survey in February 2000..
 HD1090.No horizontal observational check was made to the station.
 HD1090
 HD1090.The orthometric height was computed from unverified reset data.
 HD1090.No vertical observational check was made to the station.
 HD1090
 HD1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1090
 HD1090.The geoid height was determined by GEOID03.
 HD1090
 HD1090;                    North         East     Units Scale Factor Converg.
 HD1090;SPC MO C     -   216,624.707   521,079.216   MT  0.99993880   +0 08 47.9
 HD1090;UTM  15      - 4,182,245.815   565,098.997   MT  0.99965220   +0 27 10.8
 HD1090
 HD1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1090!SPC MO C     -   0.99994857  x   0.99993880  =   0.99988738
 HD1090!UTM  15      -   0.99994857  x   0.99965220  =   0.99960079
 HD1090
 HD1090                          SUPERSEDED SURVEY CONTROL
 HD1090
 HD1090  NAD 83(1986)-  37 47 06.91211(N)    092 15 38.47129(W) AD(       ) 3
 HD1090  NAD 27      -  37 47 06.76388(N)    092 15 37.86588(W) AD(       ) 3
 HD1090  NGVD 29 (02/22/06)  358.40   (m)         1175.9    (f) RESET       3  
 HD1090
 HD1090.Superseded values are not recommended for survey control.
 HD1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1090.See file dsdata.txt to determine how the superseded data were derived.
 HD1090
 HD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6509982246(NAD 83)
 HD1090_MARKER: DR = REFERENCE MARK DISK
 HD1090_SETTING: 66 = SET IN ROCK OUTCROP
 HD1090_SP_SET: ROCK OUTCROP
 HD1090_STAMPING: BUCK 1946 NO 3 1977
 HD1090_MARK LOGO: NGS   
 HD1090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1090+STABILITY: POSITION/ELEVATION WELL
 HD1090
 HD1090  HISTORY     - Date     Condition        Report By
 HD1090  HISTORY     - 1971     MONUMENTED       NGS
 HD1090  HISTORY     - 1977     GOOD             NGS
 HD1090  HISTORY     - 19770806 GOOD             NGS
 HD1090
 HD1090                          STATION DESCRIPTION
 HD1090
 HD1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HD1090'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF ROCKPORT, 4
 HD1090'MILES SOUTHEAST OF PHELPS CITY, ON LAND OWNED BY MR. TED
 HD1090'MILLSAP.
 HD1090'
 HD1090'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND CASS STREETS
 HD1090'IN ROCKPORT, GO SOUTH ON STATE HIGHWAY 111 FOR 3.25 MILES TO A
 HD1090'ROAD FORK.  KEEP RIGHT AND GO WEST ON STATE ROAD E FOR 0.05 MILE
 HD1090'TO A CROSSROAD.  (CONTINUE WEST ON STATE ROAD E FOR 0.4 MILE TO
 HD1090'THE AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO NORTH ON A
 HD1090'GRAVELED ROAD FOR 0.4 MILE TO A ROAD FORK.  TURN LEFT AND GO WEST
 HD1090'ON A GRAVELED ROAD FOR 0.05 MILE TO MR. MILLSAPS FARMHOUSE
 HD1090'AND THE STATION ON THE LEFT.
 HD1090'
 HD1090'STATION MARKS ARE STANDARD DISKS STAMPED LANGDON MORC 2 1971.  THE
 HD1090'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 HD1090'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 178 FEET
 HD1090'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 76 FEET
 HD1090'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 30.5 FEET WEST
 HD1090'OF A POWERLINE POLE WITH A TRANSFORMER, AND 23 FEET SOUTH OF THE
 HD1090'CENTER OF AN EAST-WEST DIRT ROAD.  THE UNDERGROUND DISK IS
 HD1090'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE
 HD1090'SURFACE OF THE GROUND.
 HD1090'
 HD1090'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LANGDON MORC 2 NO. 3
 HD1090'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 HD1090'THE SURFACE OF THE GROUND.  IT IS 70.5 FEET NORTH OF THE NORTHWEST
 HD1090'CORNER OF THE BARN, 21.5 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 HD1090'DIRT ROAD, AND 1.5 FEET WEST OF A POWERLINE POLE.
 HD1090'
 HD1090'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED LANGDON MORC 2 NO. 4
 HD1090'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 HD1090'WITH THE SURFACE OF THE GROUND.  IT IS 2 FEET WEST-SOUTHWEST OF THE
 HD1090'NORTHWEST CORNER OF A BARN.
 HD1090'
 HD1090'AZIMUTH MARK, A STANDARD DISK STAMPED LANGDON MORC 2 1971, IS
 HD1090'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 HD1090'INCHES.  IT IS 33.5 FEET NORTH OF THE CENTER OF STATE ROAD E, 1.5
 HD1090'FEET EAST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 HD1090
 HD1090                          STATION RECOVERY (1977)
 HD1090
 HD1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD1090'RECOVERED IN GOOD CONDITION.
 HD1090
 HD1090                          STATION RECOVERY (1977)
 HD1090
 HD1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD1090'FROM THE TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44 AND STATE
 HD1090'HIGHWAY 17, ABOUT 4.9 MILES WEST OF WAYNESVILLE, GO SOUTH FOR 0.05
 HD1090'MILE TO OUTER ROAD LEFT AND HIGHWAY 17 RIGHT, TURN LEFT AND GO
 HD1090'EASTERLY ON OUTER ROAD FOR 0.2 MILE TO TOP OF HILL AND RM 3 ON THE
 HD1090'LEFT, 50 FEET NORTH OF THE CENTER OF OUTER ROAD, 20 FFET
 HD1090'NORTH-NORTHEAST OF A POWER POLE AND 11 FEET SOUTH OF CUTBANK EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1089 ***********************************************************************
 HD1089  DESIGNATION -  BUCK RM 4
 HD1089  PID         -  HD1089
 HD1089  STATE/COUNTY-  MO/PULASKI
 HD1089  USGS QUAD   -  OZARK SPRINGS (1985)
 HD1089
 HD1089                         *CURRENT SURVEY CONTROL
 HD1089  ___________________________________________________________________
 HD1089* NAD 83(1997)-  37 47 06.52118(N)    092 15 40.17870(W)     ADJUSTED  
 HD1089* NAVD 88     -       357.55   (meters)    1173.1    (feet)  RESET     
 HD1089  ___________________________________________________________________
 HD1089  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HD1089  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HD1089
 HD1089  HORZ ORDER  -  THIRD
 HD1089  VERT ORDER  -  THIRD
 HD1089
 HD1089.The horizontal coordinates were established by classical geodetic methods
 HD1089.and adjusted by the National Geodetic Survey in February 2000..
 HD1089.No horizontal observational check was made to the station.
 HD1089
 HD1089.The orthometric height was computed from unverified reset data.
 HD1089.No vertical observational check was made to the station.
 HD1089
 HD1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1089
 HD1089.The geoid height was determined by GEOID03.
 HD1089
 HD1089;                    North         East     Units Scale Factor Converg.
 HD1089;SPC MO C     -   216,612.947   521,037.508   MT  0.99993878   +0 08 46.8
 HD1089;UTM  15      - 4,182,233.836   565,057.364   MT  0.99965213   +0 27 09.7
 HD1089
 HD1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1089!SPC MO C     -   0.99994872  x   0.99993878  =   0.99988751
 HD1089!UTM  15      -   0.99994872  x   0.99965213  =   0.99960087
 HD1089
 HD1089                          SUPERSEDED SURVEY CONTROL
 HD1089
 HD1089  NAD 83(1986)-  37 47 06.53412(N)    092 15 40.17718(W) AD(       ) 3
 HD1089  NAD 27      -  37 47 06.38591(N)    092 15 39.57172(W) AD(       ) 3
 HD1089  NGVD 29 (02/22/06)  357.45   (m)         1172.7    (f) RESET       3  
 HD1089
 HD1089.Superseded values are not recommended for survey control.
 HD1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1089.See file dsdata.txt to determine how the superseded data were derived.
 HD1089
 HD1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6505782234(NAD 83)
 HD1089_MARKER: DB = BENCH MARK DISK
 HD1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1089_SP_SET: CONCRETE POST
 HD1089_STAMPING: BUCK 1946 NO 4 1977
 HD1089_MARK LOGO: NGS   
 HD1089_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HD1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1089+STABILITY: SURFACE MOTION
 HD1089
 HD1089  HISTORY     - Date     Condition        Report By
 HD1089  HISTORY     - 1977     MONUMENTED       NGS
 HD1089  HISTORY     - 19770101 GOOD             NGS
 HD1089  HISTORY     - 19770806 GOOD             NGS
 HD1089
 HD1089                          STATION DESCRIPTION
 HD1089
 HD1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HD1089'TO REACH FROM THE TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44
 HD1089'AND STATE HIGHWAY 17, ABOUT 4.9 MI (7.9 KM) WEST OF WAYNESVILLE, GO
 HD1089'SOUTH FOR 0.05 MI (0.08 KM) TO OUTER ROAD LEFT AND HIGHWAY 17 RIGHT,
 HD1089'TURN LEFT AND GO 0.2 MI (0.3 KM) TO TOP OF HILL AND RM 4 ON THE LEFT,
 HD1089'75 FT (22.9 M) EAST NORTHEAST OF A POWER POLE, 40 FT (12.2 M) NORTH OF
 HD1089'THE CENTER OF OUTER ROAD, 16 FT (4.9 M) SOUTHWEST OF THE CENTER OF
 HD1089'TWIN TREES AND AT THE EAST EDGE OF GROUP OF TREES.
 HD1089
 HD1089                          STATION RECOVERY (1977)
 HD1089
 HD1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD1089'FROM THE TOP OF OVERPASS AT THE INTERCHANGE OF INTERSTATE 44 AND STATE
 HD1089'HIGHWAY 17, ABOUT 4.9 MILES WEST OF WAYNESVILLE, GO SOUTH FOR 0.05
 HD1089'MILE TO OUTER ROAD LEFT, AND HIGHWAY 17 RIGHT, TURN LEFT AND GO 0.2
 HD1089'MILE TO TOP OF HILL AND RM 4 ON THE LEFT, 75 FEET EAST-NORTHEAST OF A
 HD1089'POWER POLE, 40 FEET NORTH OF THE CENTER OF OUTER ROAD, 16 FEET
 HD1089'SOUTHWEST OF THE CENTER OF TWIN TREES AND AT THE EAST EDGE OF A GROUP
 HD1089'OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1142 ***********************************************************************
 KD1142  DESIGNATION -  BUCKLIN
 KD1142  PID         -  KD1142
 KD1142  STATE/COUNTY-  MO/LINN
 KD1142  USGS QUAD   -  BUCKLIN (1979)
 KD1142
 KD1142                         *CURRENT SURVEY CONTROL
 KD1142  ___________________________________________________________________
 KD1142* NAD 83(1997)-  39 46 53.07025(N)    092 53 30.11241(W)     ADJUSTED  
 KD1142* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 KD1142  ___________________________________________________________________
 KD1142  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 KD1142  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KD1142
 KD1142  HORZ ORDER  -  SECOND
 KD1142
 KD1142.The horizontal coordinates were established by classical geodetic methods
 KD1142.and adjusted by the National Geodetic Survey in February 2000..
 KD1142
 KD1142.The orthometric height was scaled from a topographic map.
 KD1142
 KD1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1142
 KD1142.The geoid height was determined by GEOID03.
 KD1142
 KD1142;                    North         East     Units Scale Factor Converg.
 KD1142;SPC MO C     -   438,252.663   466,447.183   MT  0.99994719   -0 15 02.3
 KD1142;UTM  15      - 4,403,501.757   509,274.047   MT  0.99960106   +0 04 09.5
 KD1142
 KD1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1142!SPC MO C     -   0.99996126  x   0.99994719  =   0.99990845
 KD1142!UTM  15      -   0.99996126  x   0.99960106  =   0.99956234
 KD1142
 KD1142|---------------------------------------------------------------------|
 KD1142| PID    Reference Object                     Distance      Geod. Az  |
 KD1142|                                                           dddmmss.s |
 KD1142| KD1141 BUCKLIN MUNICIPAL TANK              246.655 METERS 04515     |
 KD1142| CL8967 BUCKLIN AZ MK                                      0831708.7 |
 KD1142| CL8968 BUCKLIN RM 1                         29.297 METERS 09217     |
 KD1142| KD1143 PTS 37 F RESET                      127.914 METERS 12220     |
 KD1142| KD1128 WESTVILLE                           APPROX.15.9 KM 1665447.1 |
 KD1142| KD1133 MARCELINE MUNICIPAL TANK            APPROX. 8.1 KM 2105635.6 |
 KD1142| KD1135 MARCELINE STANOLINE PL CO TANK      APPROX.10.2 KM 2110738.8 |
 KD1142| CL8969 BUCKLIN RM 2                         43.302 METERS 32850     |
 KD1142|---------------------------------------------------------------------|
 KD1142
 KD1142                          SUPERSEDED SURVEY CONTROL
 KD1142
 KD1142  NAD 83(1997)-  39 46 53.07116(N)    092 53 30.11666(W) AD(       ) 2
 KD1142  NAD 83(1986)-  39 46 53.07270(N)    092 53 30.11843(W) AD(       ) 2
 KD1142  NAD 27      -  39 46 52.97930(N)    092 53 29.40970(W) AD(       ) 2
 KD1142
 KD1142.Superseded values are not recommended for survey control.
 KD1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1142.See file dsdata.txt to determine how the superseded data were derived.
 KD1142
 KD1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE0927403502(NAD 83)
 KD1142_MARKER: DS = TRIANGULATION STATION DISK
 KD1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1142
 KD1142  HISTORY     - Date     Condition        Report By
 KD1142  HISTORY     - 1948     MONUMENTED       CGS
 KD1142  HISTORY     - 1966     GOOD             CGS
 KD1142
 KD1142                          STATION DESCRIPTION
 KD1142
 KD1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1142'THE STATION IS LOCATED IN THE TOWN OF BUCKLIN, ABOUT 0.15 MILE
 KD1142'SOUTHWEST OF AN OVERPASS OVER THE SANTA FE RAILROAD, AND 1 BLOCK
 KD1142'WEST OF THE NORTHEAST CORNER OF A SCHOOL YARD.  IT IS 30 FEET
 KD1142'NORTHEAST OF THE CENTERLINE OF A GRAVELED STREET, 14 FEET EAST
 KD1142'OF A GATE POST, AND 10 FEET NORTHEAST OF A FENCELINE.  IT IS ON
 KD1142'LAND OWNED BY MR. WICKLUND.  THE MARK IS SET FLUSH WITH THE
 KD1142'GROUND AND THE DISK IS STAMPED BUCKLIN 1948.
 KD1142'
 KD1142'REFERENCE MARK NO. 1 IS 96.12 FEET EAST OF THE STATION, 40 FEET
 KD1142'NORTHEAST OF THE CENTERLINE OF THE STREET, 20 FEET NORTHEAST OF A
 KD1142'TELEPHONE POLE, 13 FEET NORTHEAST OF THE FENCELINE AND A SIDE
 KD1142'WALK, AND 1 FOOT WEST-NORTHWEST OF A FENCELINE.  THE MARK
 KD1142'PROJECTS 6 INCHES AND THE DISK IS STAMPED BUCKLIN NO 1 1948.
 KD1142'
 KD1142'REFERENCE MARK NO. 2 IS 142.07 FEET NORTHWEST OF THE STATION, 9
 KD1142'FEET WEST OF THE SOUTHWEST CORNER OF A SMALL BRICK BUILDING, AND
 KD1142'6 FEET SOUTH OF A FENCELINE.  THE MARK PROJECTS 8 INCHES AND THE
 KD1142'DISK IS STAMPED BUCKLIN NO 2 1948.
 KD1142'
 KD1142'THE AZIMUTH MARK IS ABOUT 0.1 MILE EAST-NORTHEAST OF THE STATION,
 KD1142'8 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OVERPASS, 25 FEET
 KD1142'WEST OF THE CENTERLINE OF A PAVED STREET, AND 15 FEET EAST OF A
 KD1142'POWER POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED,
 KD1142'BUCKLIN 1948.
 KD1142'
 KD1142'A TRAVERSE CONNECTION WAS MADE TO A USGS BM WHICH IS 419.66 FEET
 KD1142'OR 127.913 METERS EAST-SOUTHEAST OF THE STATION.  IT IS LOCATED
 KD1142'IN THE NORTHEAST CORNER OF THE SCHOOL YARD, 31 FEET SOUTHWEST OF
 KD1142'THE CENTERLINE OF THE STREET, 25 FEET SOUTHEAST OF A 10 INCH ELM
 KD1142'TREE, AND 4 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A CURBING
 KD1142'AROUND THE SIDEWALK.  IT IS A USGS BM DISK SET IN THE TOP OF A
 KD1142'6 INCH CONCRETE POST, WHICH PROJECTS 2 INCHES.  THE DISK IS
 KD1142'STAMPED PRIM TRAV STA NO 37 F 1920 1924. ELEV 910.
 KD1142'
 KD1142'TO REACH THE STATION FROM THE NORTH END OF THE OVERPASS, GO SOUTH
 KD1142'1 BLOCK TO SCHOOL YARD.  TURN RIGHT AND GO WEST 0.1 MILE TO THE
 KD1142'STATION ON THE RIGHT AS DESCRIBED.
 KD1142'
 KD1142'*THE AZIMUTH MARK IS HERE ON THE RIGHT AS DESCRIBED.
 KD1142'
 KD1142'AN 87 FOOT SIGNAL AT WESTVILLE IS VISIBLE AT 64 FEET.
 KD1142'
 KD1142'A 74 FOOT SIGNAL AT MARCELINE IS VISIBLE AT 37 FEET.
 KD1142'
 KD1142'A 4 FOOT SIGNAL AT CATHERINE IS VISIBLE AT 37 FEET.
 KD1142'
 KD1142'A 100 FOOT SIGNAL AT HECKMAN 1928 IS VISIBLE AT 37 FEET.
 KD1142'
 KD1142'A 47 FOOT SIGNAL AT SHELBY IS VISIBLE AT 64 FEET.
 KD1142'
 KD1142'A 4 FOOT SIGNAL AT HYBIRD IS VISIBLE AT 37 FEET.
 KD1142'
 KD1142'A 100 FOOT SIGNAL AT BOSTON IS VISIBLE AT 37 FEET.
 KD1142'
 KD1142'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KD1142
 KD1142                          STATION RECOVERY (1966)
 KD1142
 KD1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1142'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, U.S.
 KD1142'GEOLOGICAL SURVEY BENCH MARK, AND THE AZIMUTH MARK WERE RECOVERED
 KD1142'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 KD1142'RECOVERY BUT THE DISTANCE TO THE REFERENCE MARK WERE FOUND
 KD1142'REVERSED.
 KD1142'
 KD1142'REFERENCE MARK NO. 1 IS 142.07 FEET INSTEAD OF 96.12 FEET.
 KD1142'
 KD1142'REFERENCE MARK NO. 2 IS 96.12 FEET INSTEAD OF 142.07 FEET.
 KD1142'
 KD1142'A METAL WITNESS POST WAS SET 11 FEET SOUTH OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1141 ***********************************************************************
 KD1141  DESIGNATION -  BUCKLIN MUNICIPAL TANK
 KD1141  PID         -  KD1141
 KD1141  STATE/COUNTY-  MO/LINN
 KD1141  USGS QUAD   -  BUCKLIN (1979)
 KD1141
 KD1141                         *CURRENT SURVEY CONTROL
 KD1141  ___________________________________________________________________
 KD1141* NAD 83(1997)-  39 46 58.70119(N)    092 53 22.75180(W)     ADJUSTED  
 KD1141* NAVD 88     -                                                        
 KD1141  ___________________________________________________________________
 KD1141  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 KD1141  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KD1141
 KD1141  HORZ ORDER  -  THIRD
 KD1141
 KD1141.The horizontal coordinates were established by classical geodetic methods
 KD1141.and adjusted by the National Geodetic Survey in February 2000..
 KD1141
 KD1141
 KD1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1141
 KD1141.The geoid height was determined by GEOID03.
 KD1141
 KD1141;                    North         East     Units Scale Factor Converg.
 KD1141;SPC MO C     -   438,425.557   466,623.081   MT  0.99994704   -0 14 57.6
 KD1141;UTM  15      - 4,403,675.569   509,448.916   MT  0.99960110   +0 04 14.2
 KD1141
 KD1141                          SUPERSEDED SURVEY CONTROL
 KD1141
 KD1141  NAD 83(1997)-  39 46 58.70181(N)    092 53 22.75644(W) AD(       ) 4
 KD1141  NAD 83(1986)-  39 46 58.70356(N)    092 53 22.75795(W) AD(       ) 4
 KD1141  NAD 27      -  39 46 58.61200(N)    092 53 22.04600(W) AD(       ) 3
 KD1141
 KD1141.Superseded values are not recommended for survey control.
 KD1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1141.See file dsdata.txt to determine how the superseded data were derived.
 KD1141
 KD1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE0944903676(NAD 83)
 KD1141_MARKER: 53 = ELEVATED TANK
 KD1141
 KD1141  HISTORY     - Date     Condition        Report By
 KD1141  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1141
 KD1141                          STATION DESCRIPTION
 KD1141
 KD1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1141'THE STATION IS LOCATED IN THE TOWN OF BUCKLIN, 1/2 BLOCK NORTH
 KD1141'AND 1/2 BLOCK WEST OF THE OVERPASS OVER THE RAILROAD.  IT IS
 KD1141'A 4 LEGGED STEEL STRUCTURE, 36 FEET SQUARE AT THE BASE, AND
 KD1141'ABOUT 130 FEET HIGH.  IT IS SILVER IN COLOR.
 KD1141'
 KD1141'THE POINT INTERSECTED WAS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0909 ***********************************************************************
 GF0909  DESIGNATION -  BUFFALO
 GF0909  PID         -  GF0909
 GF0909  STATE/COUNTY-  MO/BARRY
 GF0909  USGS QUAD   -  CASSVILLE (1974)
 GF0909
 GF0909                         *CURRENT SURVEY CONTROL
 GF0909  ___________________________________________________________________
 GF0909* NAD 83(1997)-  36 37 34.99412(N)    093 52 29.77607(W)     ADJUSTED  
 GF0909* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 GF0909  ___________________________________________________________________
 GF0909  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 GF0909  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GF0909
 GF0909  HORZ ORDER  -  THIRD
 GF0909
 GF0909.The horizontal coordinates were established by classical geodetic methods
 GF0909.and adjusted by the National Geodetic Survey in February 2000..
 GF0909
 GF0909.The orthometric height was scaled from a topographic map.
 GF0909
 GF0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0909
 GF0909.The geoid height was determined by GEOID03.
 GF0909
 GF0909;                    North         East     Units Scale Factor Converg.
 GF0909;SPC MO W     -    51,192.460   905,905.898   MT  0.99997967   +0 22 22.5
 GF0909;SPC AR N     -   256,010.871   232,288.799   MT  1.00010137   -1 05 27.7
 GF0909;SPC AR N     -   839,929.00    762,100.83   sFT  1.00010137   -1 05 27.7
 GF0909;UTM  15      - 4,053,783.960   421,771.363   MT  0.99967539   -0 31 19.2
 GF0909
 GF0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0909!SPC MO W     -   0.99993413  x   0.99997967  =   0.99991380
 GF0909!SPC AR N     -   0.99993413  x   1.00010137  =   1.00003549
 GF0909!UTM  15      -   0.99993413  x   0.99967539  =   0.99960954
 GF0909
 GF0909|---------------------------------------------------------------------|
 GF0909| PID    Reference Object                     Distance      Geod. Az  |
 GF0909|                                                           dddmmss.s |
 GF0909| CI1289 BUFFALO RM 1                         10.927 METERS 04405     |
 GF0909| CI1290 BUFFALO RM 2                         11.050 METERS 13852     |
 GF0909| CI1288 BUFFALO AZ MK                                      1890933.6 |
 GF0909| GF0917 WASHBURN LOOKOUT TOWER              APPROX.11.4 KM 2514229.0 |
 GF0909| GF0921 EXETER MUNICIPAL TANK               APPROX. 7.7 KM 3091938.7 |
 GF0909|---------------------------------------------------------------------|
 GF0909
 GF0909                          SUPERSEDED SURVEY CONTROL
 GF0909
 GF0909  NAD 83(1997)-  36 37 34.99427(N)    093 52 29.77602(W) AD(       ) 3
 GF0909  NAD 83(1997)-  36 37 34.99897(N)    093 52 29.77614(W) AD(       ) 3
 GF0909  NAD 83(1997)-  36 37 35.00552(N)    093 52 29.77717(W) AD(       ) 3
 GF0909  NAD 83(1986)-  36 37 35.00649(N)    093 52 29.77692(W) AD(       ) 3
 GF0909  NAD 27      -  36 37 34.76040(N)    093 52 29.05510(W) AD(       ) 3
 GF0909
 GF0909.Superseded values are not recommended for survey control.
 GF0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0909.See file dsdata.txt to determine how the superseded data were derived.
 GF0909
 GF0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2177153784(NAD 83)
 GF0909_MARKER: DS = TRIANGULATION STATION DISK
 GF0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0909
 GF0909  HISTORY     - Date     Condition        Report By
 GF0909  HISTORY     - 1961     MONUMENTED       CGS
 GF0909  HISTORY     - 20021013 POOR             GEOCAC
 GF0909
 GF0909                          STATION DESCRIPTION
 GF0909
 GF0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0909'ABOUT 4 MILES SOUTH OF CASSVILLE, AT THE EAST EDGE OF THE
 GF0909'NORTHWEST QUARTER OF SECTION 17, T. 22 N., R. 27 W., ON
 GF0909'PROPERTY OWNED BY MR. TOM VAN DORN.  IT IS 38 FEET SOUTHWEST
 GF0909'OF A WITNESS POST, 119 FEET NORTHWEST OF A POWER POLE, 26
 GF0909'FEET WEST OF A WIRE FENCE AND 43 FEET WEST OF THE CENTERLINE
 GF0909'OF A GRAVELED ROAD.  THE MONUMENT IS 12 INCHES BELOW THE
 GF0909'SURFACE OF THE GROUND AND THE DISK IS STAMPED BUFFALO 1961.
 GF0909'
 GF0909'TO REACH FROM THE JUNCTION OF STATE ROUTES 76 AND 86 AND 148
 GF0909'AND 112 AT THE SOUTHEAST EDGE OF CASSVILLE, GO SOUTH ON
 GF0909'STATE ROUTES 76 AND 86 AND 112 FOR 1.5 MILES TO WHERE STATE
 GF0909'ROUTES 76 AND 86 TURN EAST.  CONTINUE SOUTH ON STATE ROUTE
 GF0909'112 FOR 2.05 MILES TO A SIDE ROAD RIGHT (COUNTY ROUTE AA).
 GF0909'TURN RIGHT AND GO WEST ON COUNTY ROUTE AA FOR 1.25 MILES TO
 GF0909'A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 GF0909'0.1 MILE TO THE STATION ON THE RIGHT.
 GF0909'
 GF0909'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 GF0909'A GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 GF0909'
 GF0909'REFERENCE MARK 1 IS 17 FEET WEST OF THE CENTERLINE OF THE
 GF0909'GRAVELED ROAD, 3 FEET SOUTHWEST OF THE WITNESS POST AND 1
 GF0909'FOOT WEST OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND
 GF0909'THE DISK IS STAMPED BUFFALO NO 1 1961.
 GF0909'
 GF0909'REFERENCE MARK 2 IS 17 FEET WEST OF THE CENTERLINE OF THE
 GF0909'GRAVELED ROAD, 90 FEET NORTH OF THE POWER POLE, 55 FEET
 GF0909'SOUTH OF THE WITNESS POST AND 1 FOOT WEST OF THE WIRE FENCE.
 GF0909'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BUFFALO NO 2
 GF0909'1961.
 GF0909'
 GF0909'THE AZIMUTH MARK IS 2 FEET NORTHWEST OF A WITNESS POST, 1
 GF0909'FOOT NORTHWEST OF A FENCE CORNER, 18 FEET EAST OF THE CENTERLINE
 GF0909'OF A GRAVELED ROAD, 77 FEET NORTHWEST OF THE NORTHWEST CORNER
 GF0909'OF A HOUSE AND 19 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY.
 GF0909'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BUFFALO
 GF0909'1961.
 GF0909'
 GF0909'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0909
 GF0909                          STATION RECOVERY (2002)
 GF0909
 GF0909'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0909'STATION PROBED AT 16 INCHES, IN AN ALFALFA FIELD, LAND OWNER DALE
 GF0909'MITCHELL DID NOT WANT ME TO DIG IT UP.REF.1,2,AND AZIMUTH MARK IN GOOD
 GF0909'SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2676 ***********************************************************************
 JD2676  DESIGNATION -  BUFFALO
 JD2676  PID         -  JD2676
 JD2676  STATE/COUNTY-  MO/MORGAN
 JD2676  USGS QUAD   -  BOYLERS MILL (1983)
 JD2676
 JD2676                         *CURRENT SURVEY CONTROL
 JD2676  ___________________________________________________________________
 JD2676* NAD 83(1997)-  38 16 57.35888(N)    093 03 15.63984(W)     ADJUSTED  
 JD2676* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 JD2676  ___________________________________________________________________
 JD2676  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 JD2676  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JD2676
 JD2676  HORZ ORDER  -  THIRD
 JD2676
 JD2676.The horizontal coordinates were established by classical geodetic methods
 JD2676.and adjusted by the National Geodetic Survey in February 2000..
 JD2676
 JD2676.The orthometric height was scaled from a topographic map.
 JD2676
 JD2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2676
 JD2676.The geoid height was determined by GEOID03.
 JD2676
 JD2676;                    North         East     Units Scale Factor Converg.
 JD2676;SPC MO C     -   271,943.820   451,501.061   MT  0.99996229   -0 20 36.4
 JD2676;UTM  15      - 4,237,172.195   495,247.075   MT  0.99960028   -0 02 01.2
 JD2676
 JD2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2676!SPC MO C     -   0.99995986  x   0.99996229  =   0.99992215
 JD2676!UTM  15      -   0.99995986  x   0.99960028  =   0.99956016
 JD2676
 JD2676:                Primary Azimuth Mark                     Grid Az
 JD2676:SPC MO C     -  BUFFALO AZ MK                            016 28 40.7
 JD2676:UTM  15      -  BUFFALO AZ MK                            016 10 05.5
 JD2676
 JD2676|---------------------------------------------------------------------|
 JD2676| PID    Reference Object                     Distance      Geod. Az  |
 JD2676|                                                           dddmmss.s |
 JD2676| CQ5787 BUFFALO AZ MK                                      0160804.3 |
 JD2676| CQ5788 BUFFALO RM 1                         25.899 METERS 02335     |
 JD2676| JD2675 TT 397 CWA                           20.324 METERS 12733     |
 JD2676|---------------------------------------------------------------------|
 JD2676
 JD2676                          SUPERSEDED SURVEY CONTROL
 JD2676
 JD2676  NAD 83(1997)-  38 16 57.36860(N)    093 03 15.63628(W) AD(       ) 3
 JD2676  NAD 83(1986)-  38 16 57.36996(N)    093 03 15.63889(W) AD(       ) 3
 JD2676  NAD 27      -  38 16 57.27400(N)    093 03 14.92600(W) AD(       ) 3
 JD2676
 JD2676.Superseded values are not recommended for survey control.
 JD2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2676.See file dsdata.txt to determine how the superseded data were derived.
 JD2676
 JD2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC9524737172(NAD 83)
 JD2676_MARKER: DS = TRIANGULATION STATION DISK
 JD2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2676
 JD2676  HISTORY     - Date     Condition        Report By
 JD2676  HISTORY     - 1948     MONUMENTED       CGS
 JD2676
 JD2676                          STATION DESCRIPTION
 JD2676
 JD2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2676'THE STATION IS LOCATED ON A RIDGE BETWEEN BIG BUFFALO CREEK AND
 JD2676'LITTLE BUFFALO CREEK, ABOUT 11.0 MILES SOUTH AND 3.0 MILES WEST
 JD2676'OF STOVER.  IT IS 0.5 MILE NORTH OF THE LAKE OF THE OZARKS, 300
 JD2676'FEET EAST OF A HOUSE, 60.0 FEET SOUTH OF THE CENTER OF A
 JD2676'DRIVEWAY, AND 40.0 FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 JD2676'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED BUFFALO 1948.
 JD2676'
 JD2676'REFERENCE MARK NO. 1 IS 33.5 FEET NORTHWEST OF THE CENTER OF
 JD2676'INTERSECTION OF A T ROAD AND 25.0 FEET WEST OF THE CENTER OF
 JD2676'A GRAVELED ROAD.  IT PROJECTS 8 INCHES AND IS STAMPED BUFFALO NO
 JD2676'1 1948.
 JD2676'
 JD2676'REFERENCE MARK NO. 2 IS A U.S.C. AND G.S. AND STATE SURVEY BM
 JD2676'DISK SET IN THE TOP OF A SIX INCH SQUARE CONCRETE POST THAT
 JD2676'PROJECTS 3 INCHES.  IT IS 22.5 FEET EAST OF THE CENTER OF A
 JD2676'GRAVELED ROAD AND 1.5 FEET WEST OF A WIRE FENCE.  IT IS STAMPED
 JD2676'TT 397 944 CWA 1934.
 JD2676'
 JD2676'AZIMUTH MARK IS 60.0 FEET NORTHEAST OF A DIM TRACK ROAD,
 JD2676'20.0 FEET WEST OF THE CENTER OF A GRAVELED ROAD, AND 2.0 FEET
 JD2676'SOUTHWEST OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS
 JD2676'STAMPED BUFFALO 1948.
 JD2676'
 JD2676'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 52
 JD2676'AND NO. 135 IN THE NORTHEAST EDGE OF STOVER, GO SOUTH ON STATE
 JD2676'HIGHWAY NO. 135 FOR 6.0 MILES TO LAKE ROAD NO. 67, TURN RIGHT
 JD2676'ON LAKE ROAD NO. 67 AND GO 2.5 MILES TO A FORK, TAKE LEFT
 JD2676'FORK AND GO 3.0 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD
 JD2676'FOR 1.5 MILES TO A SCHOOL HOUSE ON THE RIGHT, CONTINUE
 JD2676'STRAIGHT AHEAD FOR 0.65 MILE TO THE STATION ON THE RIGHT AS
 JD2676'DESCRIBED.
 JD2676'
 JD2676'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST
 JD2676'ON GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 JD2676'AS DESCRIBED.
 JD2676'
 JD2676'A 74 FOOT SIGNAL AT KNOBBY IS VISIBLE AT 37 FEET.
 JD2676'
 JD2676'AN 87 FOOT SIGNAL AT DUROC IS VISIBLE AT 50 FEET.
 JD2676'
 JD2676'A 100 FOOT SIGNAL AT ROSS 1928 IS VISIBLE AT 20 FEET.
 JD2676'
 JD2676'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1232 ***********************************************************************
 HD1232  DESIGNATION -  BUFFALO COURTHOUSE DOME
 HD1232  PID         -  HD1232
 HD1232  STATE/COUNTY-  MO/DALLAS
 HD1232  USGS QUAD   -  BUFFALO (1980)
 HD1232
 HD1232                         *CURRENT SURVEY CONTROL
 HD1232  ___________________________________________________________________
 HD1232* NAD 83(1997)-  37 38 37.03920(N)    093 05 31.05033(W)     ADJUSTED  
 HD1232* NAVD 88     -                                                        
 HD1232  ___________________________________________________________________
 HD1232  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 HD1232  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HD1232
 HD1232  HORZ ORDER  -  THIRD
 HD1232
 HD1232.The horizontal coordinates were established by classical geodetic methods
 HD1232.and adjusted by the National Geodetic Survey in February 2000..
 HD1232
 HD1232
 HD1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1232
 HD1232.The geoid height was determined by GEOID03.
 HD1232
 HD1232;                    North         East     Units Scale Factor Converg.
 HD1232;SPC MO C     -   201,044.186   447,759.478   MT  0.99996694   -0 21 41.6
 HD1232;UTM  15      - 4,166,279.316   491,887.381   MT  0.99960081   -0 03 22.2
 HD1232
 HD1232                          SUPERSEDED SURVEY CONTROL
 HD1232
 HD1232  NAD 83(1997)-  37 38 37.04805(N)    093 05 31.04837(W) AD(       ) 4
 HD1232  NAD 83(1986)-  37 38 37.05158(N)    093 05 31.04958(W) AD(       ) 4
 HD1232  NAD 27      -  37 38 36.91000(N)    093 05 30.38000(W) AD(       ) 3
 HD1232
 HD1232.Superseded values are not recommended for survey control.
 HD1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1232.See file dsdata.txt to determine how the superseded data were derived.
 HD1232
 HD1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB9188766279(NAD 83)
 HD1232_MARKER: 87 = DOME
 HD1232
 HD1232  HISTORY     - Date     Condition        Report By
 HD1232  HISTORY     - 1928     FIRST OBSERVED   CGS
 HD1232  HISTORY     - 1935     GOOD             CGS
 HD1232
 HD1232                          STATION DESCRIPTION
 HD1232
 HD1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 HD1232'LOCATED IN THE CENTER OF THE CITY OF BUFFALO, ALONG THE EAST SIDE
 HD1232'OF STATE HIGHWAY 64, IN LOT 7 OF THE ORIGINAL SURVEY.
 HD1232'MARK IS AT THE CENTER OF THE STONE DOME ABOVE THE BRICK COURTHOUSE
 HD1232'CONSTRUCTED IN 1868.  COURTHOUSE AND DOME ARE IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1233 ***********************************************************************
 HD1233  DESIGNATION -  BUFFALO MUNICIPAL WATER TOWER
 HD1233  PID         -  HD1233
 HD1233  STATE/COUNTY-  MO/DALLAS
 HD1233  USGS QUAD   -  BUFFALO (1980)
 HD1233
 HD1233                         *CURRENT SURVEY CONTROL
 HD1233  ___________________________________________________________________
 HD1233* NAD 83(1997)-  37 38 43.92747(N)    093 05 28.44148(W)     ADJUSTED  
 HD1233* NAVD 88     -                                                        
 HD1233  ___________________________________________________________________
 HD1233  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 HD1233  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 HD1233
 HD1233  HORZ ORDER  -  THIRD
 HD1233
 HD1233.The horizontal coordinates were established by classical geodetic methods
 HD1233.and adjusted by the National Geodetic Survey in February 2000..
 HD1233
 HD1233
 HD1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1233
 HD1233.The geoid height was determined by GEOID03.
 HD1233
 HD1233;                    North         East     Units Scale Factor Converg.
 HD1233;SPC MO C     -   201,256.140   447,824.771   MT  0.99996685   -0 21 40.0
 HD1233;UTM  15      - 4,166,491.538   491,951.519   MT  0.99960080   -0 03 20.6
 HD1233
 HD1233                          SUPERSEDED SURVEY CONTROL
 HD1233
 HD1233  NAD 83(1997)-  37 38 43.93310(N)    093 05 28.44151(W) AD(       ) 4
 HD1233  NAD 83(1986)-  37 38 43.93907(N)    093 05 28.44117(W) AD(       ) 4
 HD1233  NAD 27      -  37 38 43.80500(N)    093 05 27.74700(W) AD(       ) 3
 HD1233
 HD1233.Superseded values are not recommended for survey control.
 HD1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1233.See file dsdata.txt to determine how the superseded data were derived.
 HD1233
 HD1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB9195266492(NAD 83)
 HD1233_MARKER: 54 = WATER TOWER
 HD1233
 HD1233  HISTORY     - Date     Condition        Report By
 HD1233  HISTORY     - 1928     FIRST OBSERVED   CGS
 HD1233  HISTORY     - 1935     GOOD             CGS
 HD1233  HISTORY     - 1960     GOOD             CGS
 HD1233
 HD1233                          STATION DESCRIPTION
 HD1233
 HD1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 HD1233'LOCATED IN THE CITY OF BUFFALO, 2 BLOCKS NORTH OF THE NORTHEAST
 HD1233'CORNER OF THE COURTHOUSE SQUARE, 60 FEET EAST OF CEDAR STREET,
 HD1233'IN LOT 2 OF THE ORIGINAL SURVEY.  THE WATER TANK IS OF STEEL
 HD1233'CONSTRUCTION AND IN GOOD CONDITION.  IT IS 60 FEET NORTH OF
 HD1233'BENTON STREET.
 HD1233
 HD1233                          STATION RECOVERY (1960)
 HD1233
 HD1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1233'STATION RECOVERED, BUT NOT VISITED TO VERIFY THE DESCRIPTION.  THE
 HD1233'STATION WAS OBSERVED FROM STATIONS BLUE 1928, BOLIVAR 1939 AND
 HD1233'BUFFALO AND THE DISTANCE COMPUTED FROM BLUE TO THE INTERSECTION
 HD1233'STATION.  THIS DISTANCE CHECKS THE DISTANCE COMPUTED IN 1939.
 HD1233'
 HD1233'THE WATER TANK IS A 4-LEGGED STEEL STRUCTURE APPROXIMATELY 100
 HD1233'FEET HIGH.  THE BALL ON THE TOP OF THE TANK WAS POINT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1231 ***********************************************************************
 HD1231  DESIGNATION -  BUFFALO RESET
 HD1231  PID         -  HD1231
 HD1231  STATE/COUNTY-  MO/DALLAS
 HD1231  USGS QUAD   -  BUFFALO (1980)
 HD1231
 HD1231                         *CURRENT SURVEY CONTROL
 HD1231  ___________________________________________________________________
 HD1231* NAD 83(1997)-  37 38 26.56209(N)    093 06 24.24560(W)     ADJUSTED  
 HD1231* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 HD1231  ___________________________________________________________________
 HD1231  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 HD1231  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HD1231
 HD1231  HORZ ORDER  -  THIRD
 HD1231
 HD1231.The horizontal coordinates were established by classical geodetic methods
 HD1231.and adjusted by the National Geodetic Survey in February 2000..
 HD1231
 HD1231.The orthometric height was scaled from a topographic map.
 HD1231
 HD1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1231
 HD1231.The geoid height was determined by GEOID03.
 HD1231
 HD1231;                    North         East     Units Scale Factor Converg.
 HD1231;SPC MO C     -   200,729.520   446,453.349   MT  0.99996864   -0 22 14.0
 HD1231;UTM  15      - 4,165,957.811   490,583.426   MT  0.99960109   -0 03 54.7
 HD1231
 HD1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1231!SPC MO C     -   0.99994226  x   0.99996864  =   0.99991091
 HD1231!UTM  15      -   0.99994226  x   0.99960109  =   0.99954338
 HD1231
 HD1231:                Primary Azimuth Mark                     Grid Az
 HD1231:SPC MO C     -  BUFFALO MUNICIPAL WATER TOWER            068 59 36.3
 HD1231:UTM  15      -  BUFFALO MUNICIPAL WATER TOWER            068 41 17.0
 HD1231
 HD1231|---------------------------------------------------------------------|
 HD1231| PID    Reference Object                     Distance      Geod. Az  |
 HD1231|                                                           dddmmss.s |
 HD1231| HD1233 BUFFALO MUNICIPAL WATER TOWER       APPROX. 1.5 KM 0683722.3 |
 HD1231| CQ5791 BUFFALO RM 3                         29.639 METERS 17524     |
 HD1231| CQ5789 BUFFALO RM 1                         29.615 METERS 17525     |
 HD1231| HD1234 BUFFALO AZ MK                       APPROX. 0.6 KM 2691007.8 |
 HD1231| CQ5792 BUFFALO RM 4                         17.727 METERS 27451     |
 HD1231| CQ5790 BUFFALO RM 2                         17.723 METERS 27452     |
 HD1231|---------------------------------------------------------------------|
 HD1231
 HD1231                          SUPERSEDED SURVEY CONTROL
 HD1231
 HD1231  NAD 83(1997)-  37 38 26.56685(N)    093 06 24.24753(W) AD(       ) 3
 HD1231  NAD 83(1986)-  37 38 26.57332(N)    093 06 24.24525(W) AD(       ) 3
 HD1231  NAD 27      -  37 38 26.43310(N)    093 06 23.57160(W) AD(       ) 3
 HD1231
 HD1231.Superseded values are not recommended for survey control.
 HD1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1231.See file dsdata.txt to determine how the superseded data were derived.
 HD1231
 HD1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB9058365958(NAD 83)
 HD1231_MARKER: DS = TRIANGULATION STATION DISK
 HD1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1231
 HD1231  HISTORY     - Date     Condition        Report By
 HD1231  HISTORY     - 1960     MONUMENTED       CGS
 HD1231  HISTORY     - 1974     SEE DESCRIPTION  NGS
 HD1231
 HD1231                          STATION DESCRIPTION
 HD1231
 HD1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1231'THE STATION IS ABOUT 3/4 MILE WEST OF BUFFALO, ON THE NORTH
 HD1231'RIGHT-OF-WAY OF STATE HIGHWAY 32 AND IN THE NORTHEAST QUARTER OF
 HD1231'SECTION 27, T. 34 N., R. 20 W..
 HD1231'
 HD1231'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HD1231'65 AND STATE HIGHWAY 32 WHICH IS ABOUT 0.5 MILE WEST OF BUFFALO,
 HD1231'GO WEST ON STATE HIGHWAY 32 FOR 0.15 MILE TO THE STATION ON
 HD1231'THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE
 HD1231'WEST ON STATE HIGHWAY 32 FOR 0.35 MILE TO THE MARK ON THE LEFT.
 HD1231'
 HD1231'STATION MARKS ARE STANDARD DISKS STAMPED BUFFALO 1959.  THE
 HD1231'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HD1231'2 INCHES.  IT IS 117 FEET NORTHEAST OF A POWER POLE, 47 FEET
 HD1231'NORTH OF THE CENTER LINE OF STATE HIGHWAY 32, 40 FEET WEST OF THE
 HD1231'CENTER OF A FIELD ENTRANCE AND 6.5 FEET WEST OF A METAL
 HD1231'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HD1231'MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 HD1231'
 HD1231'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUFFALO NO 1
 HD1231'1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HD1231'IT IS 78 FEET EAST OF A POWER POLE, 50 FEET SOUTH OF THE CENTER
 HD1231'LINE OF STATE HIGHWAY 32, 33 FEET WEST OF THE CENTER OF A FIELD
 HD1231'ROAD AND 12 FEET WEST OF A 6-INCH SQUARE FENCE CORNER POST.
 HD1231'
 HD1231'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BUFFALO NO 2 1959,
 HD1231'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 HD1231'IS 100 FEET NORTH OF THE POWER POLE, 99 FEET WEST OF THE FIELD
 HD1231'ENTRANCE AND 50 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 HD1231'32.
 HD1231'
 HD1231'AZIMUTH MARK, A STANDARD DISK STAMPED BUFFALO 1959, IS SET
 HD1231'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 125
 HD1231'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 116 FEET EAST OF THE
 HD1231'NORTHEAST CORNER OF A 2-STORY HOUSE, 50 FEET SOUTH OF THE CENTER
 HD1231'LINE OF STATE HIGHWAY 32, 2.5 FEET EAST OF A POWER POLE AND
 HD1231'1.5 FEET SOUTH OF A METAL WITNESS POST.
 HD1231'
 HD1231'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HD1231
 HD1231                          STATION RECOVERY (1974)
 HD1231
 HD1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HD1231'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HD1231'RECOVERED IN GOOD CONDITION.  DUE TO A NEW HOUSING DEVELOPMENT IN THE
 HD1231'AREA THE STATION MARK WAS LOWERED AND REFERENCE MARKS 1 AND 2
 HD1231'CONCRETE MONUMENTS WERE SHEARED OFF AND NEW DISKS CEMENTED IN DRILL
 HD1231'HOLES IN THE CENTER OF THE OLD CONCRETE MONUMENTS AND NUMBERED 3
 HD1231'AND 4.  THE DISTANCES TO THE REFERENCE MARK 1 AND 2 WERE CHECKED
 HD1231'BEFORE ANY OF THE MARKS WERE DISTRIBUTED.
 HD1231'
 HD1231'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 HD1231'
 HD1231'THE STATION IS ABOUT 3/4 MILE WEST OF BUFFALO, ON THE NORTH
 HD1231'RIGHT-OF-WAY OF STATE HIGHWAY 32 AND ALONG SOUTH EDGE OF MR. ROBERT
 HD1231'SHARPS YARD, AND IN THE NORTHEAST QUARTER OF SECTION 27, T 34 N, R
 HD1231'20 W.
 HD1231'
 HD1231'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE
 HD1231'HIGHWAY 32 WHICH IS ABOUT 0.5 MILE WEST OF BUFFALO, GO WEST ON STATE
 HD1231'HIGHWAY 32 FOR 0.15 MILE TO THE STATION ON THE RIGHT.  TO REACH THE
 HD1231'AZIMUTH MARK FROM THE STATION CONTINUE WEST ON STATE HIGHWAY 32
 HD1231'FOR 0.35 MILE TO THE MARK ON THE LEFT.
 HD1231'
 HD1231'STATION MARKS ARE STANDARD DISKS STAMPED BUFFALO 1959 1974.  THE
 HD1231'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 HD1231'THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 68.4 FEET EAST OF
 HD1231'THE EAST EDGE OF A CONCRETE DRIVEWAY, 59.6 FEET WEST-SOUTHWEST OF
 HD1231'A POWER POLE WITH TRANSFORMER, 58.5 FEET SOUTHWEST OF THE
 HD1231'SOUTHWEST CORNER OF MR. SHARPS HOUSE AND 46.5 FEET NORTH OF THE
 HD1231'CENTER OF HIGHWAY 32.  THE UNDERGROUND STATION MARK IS SET IN
 HD1231'AN IRREGULAR MASS OF CONCRETE 2-1/2 FEET BELOW THE GROUND SURFACE.
 HD1231'
 HD1231'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BUFFALO 1959 NO 3 1974,
 HD1231'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HD1231'FLUSH WITH THE SURFACE OF THE GROUND.  IT 50.7 FEET SOUTH OF THE
 HD1231'CENTER OF HIGHWAY 32, 29 FEET WEST OF THE CENTER OF DRIVEWAY TO
 HD1231'THE NUNNS RESIDENTS, 13.5 FEET WEST OF A POWER POLE, 11.4 FEET
 HD1231'WEST OF A CORNER FENCE POST AND 1 FOOT NORTH OF A CORRAL TYPE
 HD1231'FENCE.
 HD1231'
 HD1231'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BUFFALO 1959 NO 4 1974,
 HD1231'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 3
 HD1231'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 56.6 FEET
 HD1231'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF AN ATTACHED GARAGE TO
 HD1231'HOUSE, 50 FEET NORTH OF THE CENTER OF HIGHWAY 32, 28.5 FEET
 HD1231'NORTHEAST OF THE EAST END OF A METAL CULVERT IN DRIVEWAY.
 HD1231'
 HD1231'REFERENCE MARK 4 IS ALSO 13.4 FEET SOUTH OF THE SOUTH EDGE OF A
 HD1231'CONCRETE SLAB FOR PARKING A VEHICLE OFF OF DRIVEWAY AND 10.2 FEET
 HD1231'EAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY.
 HD1231'
 HD1231'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUFFALO 1959, SET IN
 HD1231'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 HD1231'SURFACE OF THE GROUND.  IT IS 116 FEET EAST OF THE NORTHEAST CORNER
 HD1231'OF A TWO STORY HOUSE, 50 FEET SOUTH OF THE CENTER OF HIGHWAY 32,
 HD1231'2.5 FEET EAST OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS
 HD1231'POST.
 HD1231'
 HD1231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE WEST OF
 HD1231'BUFFALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1498 ***********************************************************************
 KE1498  DESIGNATION -  BUFORD
 KE1498  PID         -  KE1498
 KE1498  STATE/COUNTY-  MO/PLATTE
 KE1498  USGS QUAD   -  PARKVILLE (1991)
 KE1498
 KE1498                         *CURRENT SURVEY CONTROL
 KE1498  ___________________________________________________________________
 KE1498* NAD 83(1997)-  39 11 42.41694(N)    094 42 41.48064(W)     ADJUSTED  
 KE1498* NAVD 88     -       268.68   (+/-2cm)     881.5    (feet)  VERTCON   
 KE1498  ___________________________________________________________________
 KE1498  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KE1498  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE1498
 KE1498  HORZ ORDER  -  SECOND
 KE1498  VERT ORDER  -  THIRD ? (See Below)
 KE1498
 KE1498.The horizontal coordinates were established by classical geodetic methods
 KE1498.and adjusted by the National Geodetic Survey in February 2000..
 KE1498
 KE1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1498.The vertical order pertains to the NGVD 29 superseded value.
 KE1498
 KE1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1498
 KE1498.The geoid height was determined by GEOID03.
 KE1498
 KE1498;                    North         East     Units Scale Factor Converg.
 KE1498;SPC MO W     -   336,130.672   831,728.073   MT  0.99994529   -0 08 01.2
 KE1498;SPC KS N     -   100,824.933   684,010.391   MT  0.99995732   +2 04 50.4
 KE1498;UTM  15      - 4,339,824.462   352,199.699   MT  0.99986898   -1 04 54.5
 KE1498
 KE1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1498!SPC MO W     -   0.99996294  x   0.99994529  =   0.99990823
 KE1498!SPC KS N     -   0.99996294  x   0.99995732  =   0.99992026
 KE1498!UTM  15      -   0.99996294  x   0.99986898  =   0.99983193
 KE1498
 KE1498:                Primary Azimuth Mark                     Grid Az
 KE1498:SPC MO W     -  KANSAS CITY PARK ST MUN TANK             139 35 09.0
 KE1498:SPC KS N     -  KANSAS CITY PARK ST MUN TANK             137 22 17.4
 KE1498:UTM  15      -  KANSAS CITY PARK ST MUN TANK             140 32 02.3
 KE1498
 KE1498|---------------------------------------------------------------------|
 KE1498| PID    Reference Object                     Distance      Geod. Az  |
 KE1498|                                                           dddmmss.s |
 KE1498| KE1169 KANSAS CITY PARK ST MUN TANK        APPROX. 6.7 KM 1392707.8 |
 KE1498| KE1174 KANSAS CITY 53RD ST MUN TANK        APPROX. 6.0 KM 1720101.7 |
 KE1498| CL7833 WATER TANK N67TH SEWELL                            2013420.3 |
 KE1498|---------------------------------------------------------------------|
 KE1498
 KE1498                          SUPERSEDED SURVEY CONTROL
 KE1498
 KE1498  NAD 83(1997)-  39 11 42.41694(N)    094 42 41.48064(W) AD(       ) 2
 KE1498  NAD 83(1986)-  39 11 42.42626(N)    094 42 41.47708(W) AD(       ) 2
 KE1498  NAD 83(1986)-  39 11 42.42531(N)    094 42 41.48175(W) AD(       ) 2
 KE1498  NAD 27      -  39 11 42.42939(N)    094 42 40.63127(W) AD(       ) 2
 KE1498  NGVD 29 (07/19/86)  268.59   (m)          881.2    (f) LEVELING    3  
 KE1498
 KE1498.Superseded values are not recommended for survey control.
 KE1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1498.See file dsdata.txt to determine how the superseded data were derived.
 KE1498
 KE1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5220039824(NAD 83)
 KE1498_MARKER: DD = SURVEY DISK
 KE1498_SETTING: 0 = UNSPECIFIED SETTING
 KE1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1498+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 KE1498
 KE1498  HISTORY     - Date     Condition        Report By
 KE1498  HISTORY     - 1974     MONUMENTED       USE
 KE1498  HISTORY     - 20050704 GOOD             GEOCAC
 KE1498
 KE1498                          STATION DESCRIPTION
 KE1498
 KE1498'DESCRIBED BY US ENGINEERS 1974
 KE1498'PLATTE CO., MISSOURI, T-51-N, R-34-W, ABOUT 500 FT S. AND 1000
 KE1498'FT E. OF NW CORNER OF SECTION 34.  THE STATION IS LOCATED AT
 KE1498'COUNTRY CLUB PARKING LOT.  A C OF E DISC STAMPED BUFORD-1974 SET
 KE1498'IN TOP OF CONCRETE POST FLUSH WITH BACK OF CURB.
 KE1498'
 KE1498'TO REACH--FROM THE INTERSECTION OF STATE ROAD FF AND INDIAN HILL
 KE1498'LANE, GO NORTH .25 MILE TO RAINTREE DRIVE, THENCE WEST ON RAINTREE
 KE1498'DRIVE .15 MILE TO COUNTRY CLUB AND STATION LOCATED SOUTH OF
 KE1498'PARKING LOT.
 KE1498'
 KE1498'NOTE--MR. BUFORD WAS CONTACTED AND GAVE VERBAL PERMISSION TO SET
 KE1498'THIS POINT.
 KE1498'
 KE1498'REFERENCES--SLOPE DIST.
 KE1498'
 KE1498'6.55 FT SSE TO METAL POLE WITH NIGHT LIGHT.
 KE1498'
 KE1498'26.77 FT W TO CHISELED X ON TOP OF CURB.
 KE1498'
 KE1498'25.23 FT E TO CHISELED X OF TOP OF CURB.
 KE1498'
 KE1498'88.03 FT E TO C OF E DISC STAMPED REFERENCE MARKER
 KE1498
 KE1498                          STATION RECOVERY (2005)
 KE1498
 KE1498'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1498'THE METAL POLE WITH NIGHT LIGHT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0976 ***********************************************************************
 HC0976  DESIGNATION -  BUFORD MTN RADIO KAR 42 E MAST
 HC0976  PID         -  HC0976
 HC0976  STATE/COUNTY-  MO/MADISON
 HC0976  USGS QUAD   -  CHEROKEE PASS (1980)
 HC0976
 HC0976                         *CURRENT SURVEY CONTROL
 HC0976  ___________________________________________________________________
 HC0976* NAD 83(1997)-  37 29 16.98461(N)    090 20 49.45848(W)     ADJUSTED  
 HC0976* NAVD 88     -                                                        
 HC0976  ___________________________________________________________________
 HC0976  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 HC0976  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HC0976
 HC0976  HORZ ORDER  -  THIRD
 HC0976
 HC0976.The horizontal coordinates were established by classical geodetic methods
 HC0976.and adjusted by the National Geodetic Survey in February 2000..
 HC0976
 HC0976
 HC0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0976
 HC0976.The geoid height was determined by GEOID03.
 HC0976
 HC0976;                    North         East     Units Scale Factor Converg.
 HC0976;SPC MO E     -   183,624.973   263,524.001   MT  0.99993559   +0 05 35.1
 HC0976;UTM  15      - 4,152,321.832   734,551.808   MT  1.00027771   +1 36 55.1
 HC0976
 HC0976                          SUPERSEDED SURVEY CONTROL
 HC0976
 HC0976  NAD 83(1997)-  37 29 16.99110(N)    090 20 49.45800(W) AD(       ) 4
 HC0976  NAD 83(1986)-  37 29 16.99685(N)    090 20 49.45715(W) AD(       ) 4
 HC0976  NAD 27      -  37 29 16.80800(N)    090 20 49.03300(W) AD(       ) 3
 HC0976
 HC0976.Superseded values are not recommended for survey control.
 HC0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0976.See file dsdata.txt to determine how the superseded data were derived.
 HC0976
 HC0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3455252322(NAD 83)
 HC0976_MARKER: 42 = RADIO/TV MAST
 HC0976
 HC0976  HISTORY     - Date     Condition        Report By
 HC0976  HISTORY     - 1963     FIRST OBSERVED   CGS
 HC0976
 HC0976                          STATION DESCRIPTION
 HC0976
 HC0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0976'STATION IS THE CENTER OF THE TOP OF THE EAST 1 OF 2 JOINED
 HC0976'MAST.  IT IS A GUYED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 HC0976'OF INTERNATIONAL RED AND WHITE.  IT HAS A RED BLINKER LIGHT
 HC0976'AT THE TOP AND THE OVERALL HEIGHT IS 440 FEET.
 HC0976'
 HC0976'LOCATED ON BUFORD MOUNTAIN ABOUT 5 MILES SOUTH SOUTHWEST
 HC0976'OF FREDERICKTOWN, IN CENTER OF SEC. 2, T-32-N, R-7-E AND OWNED
 HC0976'AND OPERATED BY BLOCK HILLER VIDEO CORP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0755 ***********************************************************************
 HC0755  DESIGNATION -  BUICK
 HC0755  PID         -  HC0755
 HC0755  STATE/COUNTY-  MO/IRON
 HC0755  USGS QUAD   -  GREELEY (1981)
 HC0755
 HC0755                         *CURRENT SURVEY CONTROL
 HC0755  ___________________________________________________________________
 HC0755* NAD 83(1997)-  37 36 28.42975(N)    091 07 43.23938(W)     ADJUSTED  
 HC0755* NAVD 88     -       451.     (meters)    1480.     (feet)  SCALED    
 HC0755  ___________________________________________________________________
 HC0755  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 HC0755  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 HC0755
 HC0755  HORZ ORDER  -  FIRST
 HC0755
 HC0755.The horizontal coordinates were established by classical geodetic methods
 HC0755.and adjusted by the National Geodetic Survey in February 2000..
 HC0755
 HC0755.The orthometric height was scaled from a topographic map.
 HC0755
 HC0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0755
 HC0755.The geoid height was determined by GEOID03.
 HC0755
 HC0755;                    North         East     Units Scale Factor Converg.
 HC0755;SPC MO E     -   197,100.392   194,492.406   MT  0.99997127   -0 23 01.2
 HC0755;UTM  15      - 4,163,958.266   665,175.596   MT  0.99993606   +1 08 32.1
 HC0755
 HC0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0755!SPC MO E     -   0.99993391  x   0.99997127  =   0.99990518
 HC0755!UTM  15      -   0.99993391  x   0.99993606  =   0.99986997
 HC0755
 HC0755|---------------------------------------------------------------------|
 HC0755| PID    Reference Object                     Distance      Geod. Az  |
 HC0755|                                                           dddmmss.s |
 HC0755| CQ5794 BUICK RM 1                           46.894 METERS 03412     |
 HC0755| HC0750 BLACK LOOKOUT TOWER                 APPROX.15.5 KM 1372456.5 |
 HC0755| HC0751 OATES LOOKOUT TOWER                 APPROX.12.4 KM 1413147.5 |
 HC0755| CQ5793 BUICK AZ MK                                        1645843.4 |
 HC0755| CQ5795 BUICK RM 2                           28.792 METERS 25313     |
 HC0755| HC0752 STONEY LOOKOUT TOWER                APPROX. 9.7 KM 2591947.9 |
 HC0755| HC0761 JUNCTION LOOKOUT TOWER              APPROX.20.3 KM 2732059.0 |
 HC0755| HC0743 SULLIVAN HILL LOOKOUT TOWER         APPROX.22.7 KM 3341723.7 |
 HC0755| HC0753 BUICK LOOKOUT TOWER                  21.584 METERS 34033     |
 HC0755|---------------------------------------------------------------------|
 HC0755
 HC0755                          SUPERSEDED SURVEY CONTROL
 HC0755
 HC0755  NAD 83(1986)-  37 36 28.44417(N)    091 07 43.23914(W) AD(       ) 1
 HC0755  NAD 27      -  37 36 28.27800(N)    091 07 42.77600(W) AD(       ) 1
 HC0755
 HC0755.Superseded values are not recommended for survey control.
 HC0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0755.See file dsdata.txt to determine how the superseded data were derived.
 HC0755
 HC0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB6517663958(NAD 83)
 HC0755_MARKER: DS = TRIANGULATION STATION DISK
 HC0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0755
 HC0755  HISTORY     - Date     Condition        Report By
 HC0755  HISTORY     - 1939     MONUMENTED       CGS
 HC0755  HISTORY     - 1956     GOOD             CGS
 HC0755
 HC0755                          STATION DESCRIPTION
 HC0755
 HC0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0755'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTH OF BIXBY,
 HC0755'0.25 MILE NORTH OF THE BUICK POST OFFICE, ON THE GROUNDS OF THE
 HC0755'U.S. FORESTRY SERVICE LOOKOUT TOWER BUICK, IN SEC. 26, T 32 N, R 2
 HC0755'W, 126 FEET WEST OF THE EAST FENCE OF THE LOOKOUT TOWER GROUNDS,
 HC0755'43 FEET NORTH OF THE SOUTH FENCE, 122 FEET EAST-SOUTHEAST OF THE
 HC0755'SOUTHEAST CORNER OF THE RANGER CABIN, 21.587 METERS, 70.82 FEET,
 HC0755'SOUTH-SOUTHEAST OF THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 HC0755'THE MARKS PROJECTS 6 INCHES ABOVE THE GROUND
 HC0755'AND IS STAMPED BUICK 1939.
 HC0755'
 HC0755'TO REACH THE STATION FROM THE GENERAL STORE IN BIXBY, GO WEST ON
 HC0755'MISSOURI HIGHWAY NO. 32 FOR 0.4 MILE TO A GRAVELED SIDE ROAD
 HC0755'LEFT, TURN LEFT AND FOLLOW THIS ROAD SOUTH AND EAST FOR 4.0 MILES
 HC0755'TO THE BUICK LOOKOUT TOWER AND THE STATION ON THE RIGHT (WEST)
 HC0755'SIDE OF THE ROAD.
 HC0755'
 HC0755'REFERENCE MARK NO. 1 IS 46.900 METERS, 153.87 FEET, NORTHEAST OF
 HC0755'THE STATION, 29 FEET SOUTH OF THE SOUTH POST OF THE GATE INTO THE
 HC0755'LOOKOUT TOWER GROUNDS, 25 FEET WEST OF THE CENTERLINE OF THE
 HC0755'ROAD, 1 FOOT WEST OF THE EAST FENCE OF THE LOOKOUT TOWER GROUNDS.
 HC0755'THE MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 HC0755'STAMPED BUICK NO 1 1939.
 HC0755'
 HC0755'REFERENCE MARK NO. 2 IS 28.789 METERS, 94.45 FEET WEST-SOUTHWEST
 HC0755'OF THE STATION, 26.5 FEET NORTH OF THE SOUTH FENCE OF THE LOOKOUT
 HC0755'TOWER GROUNDS, 70 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 HC0755'OF THE RANGER CABIN.  THE MARK PROJECTS 6 INCHES ABOVE
 HC0755'THE GROUND AND IS STAMPED BUICK NO 2 1939.
 HC0755'
 HC0755'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH-SOUTHEAST OF THE
 HC0755'STATION, 23 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 22 FEET
 HC0755'SOUTHEAST OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES
 HC0755'ABOVE THE GROUND AND IS STAMPED BUICK 1939.  TO REACH THE MARK
 HC0755'FROM THE GATE INTO THE LOOKOUT TOWER GROUNDS, DRIVE SOUTH FOR 0.4
 HC0755'MILE TO THE MARK ON THE RIGHT SIDE OF THE ROAD.
 HC0755'
 HC0755'A 50-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 HC0755'
 HC0755'U.S. FORESTRY SERVICE LOOKOUT TOWER BUICK, A STEEL STRUCTURE 100
 HC0755'FEET HIGH WITH A GLASS ENCLOSED OBSERVATION PLATFORM ON TOP, IS
 HC0755'21.586 METERS, 70.82 FEET, NORTH OF THE STATION.  THE MEASUREMENT
 HC0755'WAS MADE FROM THE STATION MARK TO THE CENTER OF THE BASE OF THE
 HC0755'LOOKOUT TOWER.  THE DIRECTION WAS ALSO OBSERVED.
 HC0755'
 HC0755'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HC0755
 HC0755                          STATION RECOVERY (1956)
 HC0755
 HC0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0755'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 HC0755'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS-
 HC0755'
 HC0755'THE STATION IS LOCATED ON THE TOP OF A HILL NEAR THE BUICK LOOKOUT
 HC0755'TOWER ABOUT 4 MILES AIRLINE SOUTH OF BIXBY, 8 MILES AIRLINE SOUTH
 HC0755'OF VIBURNUM, AND 4 MILES AIRLINE SOUTHEAST OF BOSS.
 HC0755'
 HC0755'TO REACH THE STATION FROM THE POST OFFICE IN BIXBY GO WEST 0.4
 HC0755'MILE ON STATE HIGHWAY 32 TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 HC0755'AND GO SOUTHWEST AND SOUTH ON COUNTY ROAD J 0.65 MILE TO A FORK.
 HC0755'TAKE THE RIGHT FORK AND GO 1.5 MILES TO A FORK.  TAKE THE LEFT
 HC0755'FORK AND GO SOUTH 1.8 MILES TO THE BUICK LOOKOUT TOWER AND THE
 HC0755'STATION ON THE RIGHT.
 HC0755'
 HC0755'THE STATION MARK IS A STANDARD DISK STAMPED BUICK 1939 SET
 HC0755'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HC0755'3 INCHES ABOVE THE GROUND.  IT IS 43 FEET NORTH OF A FENCE
 HC0755'LINE AND 122 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 HC0755'OF A HOUSE.
 HC0755'
 HC0755'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BUICK
 HC0755'NO 1 1939 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 HC0755'THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 HC0755'WEST OF A FENCE LINE, 26 FEET WEST OF THE CENTERLINE OF THE
 HC0755'ROAD, 27 FEET SOUTH OF THE SOUTH POST OF THE GATE LEADING INTO
 HC0755'THE LOOKOUT TOWER GROUNDS, AND 4 FEET LOWER THAN THE STATION.
 HC0755'
 HC0755'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BUICK
 HC0755'NO 2 1939 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 HC0755'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 70 FEET
 HC0755'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 20 FEET
 HC0755'SOUTHWEST OF A POWERLINE POLE, AND 2 FEET LOWER THAN THE
 HC0755'STATION.
 HC0755'
 HC0755'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUICK 1939 SET
 HC0755'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 HC0755'ABOVE THE GROUND.  IT IS 25 FEET NORTHWEST OF THE CENTERLINE
 HC0755'OF THE ROAD AND 8 FEET SOUTHEAST OF A FENCE LINE.  TO REACH
 HC0755'THE AZIMUTH MARK FROM THE STATION GO SOUTH 0.4 TO THE AZIMUTH
 HC0755'MARK ON THE RIGHT.
 HC0755'
 HC0755'BUICK LOOKOUT TOWER IS A 100-FOOT STEEL STRUCTURE WITH A
 HC0755'GLASS ENCLOSED WOODEN BUILDING ON ITS TOP.  IT IS BUILT
 HC0755'ON GROUND THAT IS 2 FEET HIGHER THAN THE STATION.
 HC0755'
 HC0755'HEIGHT OF TOWER- 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0753 ***********************************************************************
 HC0753  DESIGNATION -  BUICK LOOKOUT TOWER
 HC0753  PID         -  HC0753
 HC0753  STATE/COUNTY-  MO/IRON
 HC0753  USGS QUAD   -  GREELEY (1981)
 HC0753
 HC0753                         *CURRENT SURVEY CONTROL
 HC0753  ___________________________________________________________________
 HC0753* NAD 83(1997)-  37 36 29.08987(N)    091 07 43.53245(W)     ADJUSTED  
 HC0753* NAVD 88     -                                                        
 HC0753  ___________________________________________________________________
 HC0753  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 HC0753  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 HC0753
 HC0753  HORZ ORDER  -  THIRD
 HC0753
 HC0753.The horizontal coordinates were established by classical geodetic methods
 HC0753.and adjusted by the National Geodetic Survey in February 2000..
 HC0753
 HC0753
 HC0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0753
 HC0753.The geoid height was determined by GEOID03.
 HC0753
 HC0753;                    North         East     Units Scale Factor Converg.
 HC0753;SPC MO E     -   197,120.791   194,485.354   MT  0.99997128   -0 23 01.4
 HC0753;UTM  15      - 4,163,978.469   665,168.004   MT  0.99993603   +1 08 31.9
 HC0753
 HC0753                          SUPERSEDED SURVEY CONTROL
 HC0753
 HC0753  NAD 83(1986)-  37 36 29.10430(N)    091 07 43.53214(W) AD(       ) 4
 HC0753  NAD 27      -  37 36 28.93800(N)    091 07 43.06800(W) AD(       ) 3
 HC0753
 HC0753.Superseded values are not recommended for survey control.
 HC0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0753.See file dsdata.txt to determine how the superseded data were derived.
 HC0753
 HC0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB6516863978(NAD 83)
 HC0753_MARKER: 57 = LOOKOUT TOWER
 HC0753
 HC0753  HISTORY     - Date     Condition        Report By
 HC0753  HISTORY     - 1939     FIRST OBSERVED   CGS
 HC0753  HISTORY     - 1956     GOOD             CGS
 HC0753
 HC0753                          STATION DESCRIPTION
 HC0753
 HC0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0753'POINT OBSERVED UPON WAS THE FINIAL OF A U.S. FORESTRY SERVICE
 HC0753'LOOKOUT TOWER, A STEEL STRUCTURE 100 FEET HIGH WITH A GLASS-ENCLOSED
 HC0753'OBSERVATION PLATFORM ON TOP.  LOCATED 3.5 MILES SOUTH OF
 HC0753'BIXBY, 21.586 METERS, 70.82 FEET, NORTH OF TRIANGULATION
 HC0753'STATION BUICK AND IN THE CLARK PURCHASE UNIT.
 HC0753'
 HC0753'OBSERVED UPON FROM TRIANGULATION STATIONS MOSES, CENTERVILLE,
 HC0753'BUICK, MARCOOT AND BUNKER.
 HC0753'
 HC0753'TO REACH THE LOOKOUT TOWER FROM THE GENERAL STORE IN BIXBY,
 HC0753'GO WEST ON MISSOURI HIGHWAY 32 FOR 0.4 MILE TO A SIDE ROAD
 HC0753'LEFT, TURN LEFT AND FOLLOW THIS ROAD SOUTH AND EAST FOR
 HC0753'4 MILES TO THE TOWER ON THE LEFT (WEST) SIDE OF THE ROAD.
 HC0753
 HC0753                          STATION RECOVERY (1956)
 HC0753
 HC0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0753'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF BIXBY
 HC0753'AND 0.25 MILE NORTH OF THE SETTLEMENT OF BUICK.
 HC0753'
 HC0753'THE TOWER IS A FOUR LEGGED STEEL TOWER ABOUT 110 FEET HIGH
 HC0753'WITH AN 8 FOOT SQUARE HOUSE ON TOP.  IT IS 21.58 METERS,
 HC0753'70.80 FEET NORTH NORTHWEST OF TRIANGULATION STATION BUICK.
 HC0753'THE CENTER OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0756 ***********************************************************************
 GF0756  DESIGNATION -  BULL
 GF0756  PID         -  GF0756
 GF0756  STATE/COUNTY-  MO/CHRISTIAN
 GF0756  USGS QUAD   -  SELMORE (1975)
 GF0756
 GF0756                         *CURRENT SURVEY CONTROL
 GF0756  ___________________________________________________________________
 GF0756* NAD 83(1997)-  36 54 47.96722(N)    093 10 18.81645(W)     ADJUSTED  
 GF0756* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 GF0756  ___________________________________________________________________
 GF0756  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 GF0756  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GF0756
 GF0756  HORZ ORDER  -  SECOND
 GF0756
 GF0756.The horizontal coordinates were established by classical geodetic methods
 GF0756.and adjusted by the National Geodetic Survey in February 2000..
 GF0756
 GF0756.The orthometric height was scaled from a topographic map.
 GF0756
 GF0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0756
 GF0756.The geoid height was determined by GEOID03.
 GF0756
 GF0756;                    North         East     Units Scale Factor Converg.
 GF0756;SPC MO C     -   120,045.067   440,129.429   MT  0.99997748   -0 24 12.8
 GF0756;UTM  15      - 4,085,271.011   484,688.247   MT  0.99960289   -0 06 11.7
 GF0756
 GF0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0756!SPC MO C     -   0.99993891  x   0.99997748  =   0.99991639
 GF0756!UTM  15      -   0.99993891  x   0.99960289  =   0.99954182
 GF0756
 GF0756:                Primary Azimuth Mark                     Grid Az
 GF0756:SPC MO C     -  BULL AZ MK                               013 26 18.2
 GF0756:UTM  15      -  BULL AZ MK                               013 08 17.1
 GF0756
 GF0756|---------------------------------------------------------------------|
 GF0756| PID    Reference Object                     Distance      Geod. Az  |
 GF0756|                                                           dddmmss.s |
 GF0756| CI1295 BULL AZ MK                                         0130205.4 |
 GF0756| CI1296 BULL RM 1                            17.223 METERS 01351     |
 GF0756| CI1297 BULL RM 2                            20.771 METERS 28613     |
 GF0756|---------------------------------------------------------------------|
 GF0756
 GF0756                          SUPERSEDED SURVEY CONTROL
 GF0756
 GF0756  NAD 83(1997)-  36 54 47.96810(N)    093 10 18.81314(W) AD(       ) 2
 GF0756  NAD 83(1997)-  36 54 47.96954(N)    093 10 18.81408(W) AD(       ) 2
 GF0756  NAD 83(1986)-  36 54 47.97817(N)    093 10 18.81486(W) AD(       ) 2
 GF0756  NAD 27      -  36 54 47.78200(N)    093 10 18.16190(W) AD(       ) 2
 GF0756
 GF0756.Superseded values are not recommended for survey control.
 GF0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0756.See file dsdata.txt to determine how the superseded data were derived.
 GF0756
 GF0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8468885271(NAD 83)
 GF0756_MARKER: DS = TRIANGULATION STATION DISK
 GF0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0756
 GF0756  HISTORY     - Date     Condition        Report By
 GF0756  HISTORY     - 1959     MONUMENTED       CGS
 GF0756
 GF0756                          STATION DESCRIPTION
 GF0756
 GF0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0756'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF SPARTA AND
 GF0756'ABOUT 8 MILES SOUTH OF OZARK.  IT IS IN THE CENTER OF SEC.
 GF0756'31, T 26 N, R 20 W ON THE ROAD RIGHT-OF-WAY.  IT IS 175 FEET
 GF0756'NORTHEAST OF THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD
 GF0756'AND A FARM LANE, 74 FEET NORTHEAST OF A TRIANGLE BLAZED TREE,
 GF0756'36 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET
 GF0756'SOUTHWEST OF A WITNESS POST, AND 2 FEET WEST OF A FENCE.  THE
 GF0756'MONUMENT IS FLUSH AND THE DISK IS STAMPED BULL 1959.
 GF0756'
 GF0756'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 GF0756'14 AND 65 JUST SOUTH OF OZARK, GO EAST ON HIGHWAY 14 FOR 1.65
 GF0756'MILE TO A CROSSROAD AND THE JUNCTION OF COUNTY HIGHWAY W.
 GF0756'TURN RIGHT, SOUTH, AND GO FOR 3.3 MILES TO STATION CHRISTIAN
 GF0756'ON THE RIGHT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 1.2 MILE TO
 GF0756'THE END OF THE BLACKTOP.  CONTINUE AHEAD, SOUTH, ON THE
 GF0756'GRAVELED ROAD FOR 0.65 MILE TO A Y-FORK.  TAKE RIGHT FORK AND
 GF0756'GO FOR 1.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GF0756'AHEAD ON THE GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE
 GF0756'LEFT, EAST SIDE OF THE ROAD.
 GF0756'
 GF0756'REFERENCE MARK 1 IS 55 FEET NORTH OF THE WITNESS POST, 35
 GF0756'FEET EAST OF THE CENTERLINE OF COUNTY HIGHWAY W, AND 1 FOOT
 GF0756'WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GF0756'STAMPED BULL NO 1 1959.
 GF0756'
 GF0756'REFERENCE MARK 2 IS 34 FEET WEST OF THE CENTERLINE OF HIGHWAY
 GF0756'W, 31 FEET NORTH OF THE BLAZED TREE, AND 1 FOOT EAST OF A
 GF0756'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BULL
 GF0756'NO 2 1959.
 GF0756'
 GF0756'THE AZIMUTH MARK IS 39 FEET NORTHWEST OF THE CENTERLINE
 GF0756'OF HIGHWAY W, 24 FEET SOUTHEAST OF THE CENTER OF A GATE,
 GF0756'2 FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTHEAST OF A
 GF0756'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BULL
 GF0756'1959.
 GF0756'
 GF0756'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0550 ***********************************************************************
 JD0550  DESIGNATION -  BUNCETON
 JD0550  PID         -  JD0550
 JD0550  STATE/COUNTY-  MO/COOPER
 JD0550  USGS QUAD   -  BUNCETON (1979)
 JD0550
 JD0550                         *CURRENT SURVEY CONTROL
 JD0550  ___________________________________________________________________
 JD0550* NAD 83(1997)-  38 45 57.36099(N)    092 50 38.82999(W)     ADJUSTED  
 JD0550* NAVD 88     -       269.908  (meters)     885.52   (feet)  ADJUSTED  
 JD0550  ___________________________________________________________________
 JD0550  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 JD0550  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0550  DYNAMIC HT  -         269.728 (meters)     884.93  (feet)  COMP
 JD0550  MODELED GRAV-     979,956.6   (mgal)                       NAVD 88
 JD0550
 JD0550  HORZ ORDER  -  SECOND
 JD0550  VERT ORDER  -  SECOND    CLASS 0
 JD0550
 JD0550.The horizontal coordinates were established by classical geodetic methods
 JD0550.and adjusted by the National Geodetic Survey in February 2000..
 JD0550
 JD0550.The orthometric height was determined by differential leveling
 JD0550.and adjusted by the National Geodetic Survey in June 1991..
 JD0550
 JD0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0550
 JD0550.The geoid height was determined by GEOID03.
 JD0550
 JD0550.The dynamic height is computed by dividing the NAVD 88
 JD0550.geopotential number by the normal gravity value computed on the
 JD0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0550.degrees latitude (g = 980.6199 gals.).
 JD0550
 JD0550.The modeled gravity was interpolated from observed gravity values.
 JD0550
 JD0550;                    North         East     Units Scale Factor Converg.
 JD0550;SPC MO C     -   325,504.288   470,094.159   MT  0.99994434   -0 12 55.7
 JD0550;UTM  15      - 4,290,814.041   513,542.334   MT  0.99960226   +0 05 51.4
 JD0550
 JD0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0550!SPC MO C     -   0.99996278  x   0.99994434  =   0.99990712
 JD0550!UTM  15      -   0.99996278  x   0.99960226  =   0.99956505
 JD0550
 JD0550:                Primary Azimuth Mark                     Grid Az
 JD0550:SPC MO C     -  BUNCETON AZ MK                           090 28 46.5
 JD0550:UTM  15      -  BUNCETON AZ MK                           090 09 59.4
 JD0550
 JD0550|---------------------------------------------------------------------|
 JD0550| PID    Reference Object                     Distance      Geod. Az  |
 JD0550|                                                           dddmmss.s |
 JD0550| CQ5796 BUNCETON AZ MK                                     0901550.8 |
 JD0550| JD2626 TIPTON MUNICIPAL TANK               APPROX.13.2 KM 1550218.7 |
 JD0550| JD0551 BUNCETON RM 1                        44.431 METERS 16500     |
 JD0550| JD0549 BUNCETON RM 2                        34.116 METERS 27750     |
 JD0550| JD2640 PILOT GROVE MUNICIPAL TANK          APPROX.13.4 KM 3333100.2 |
 JD0550|---------------------------------------------------------------------|
 JD0550
 JD0550                          SUPERSEDED SURVEY CONTROL
 JD0550
 JD0550  NAD 83(1986)-  38 45 57.37075(N)    092 50 38.83288(W) AD(       ) 2
 JD0550  NAD 27      -  38 45 57.29524(N)    092 50 38.13886(W) AD(       ) 2
 JD0550  NGVD 29 (??/??/92)  269.816  (m)          885.22   (f) ADJ UNCH    2 0
 JD0550
 JD0550.Superseded values are not recommended for survey control.
 JD0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0550.See file dsdata.txt to determine how the superseded data were derived.
 JD0550
 JD0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1354290814(NAD 83)
 JD0550_MARKER: DS = TRIANGULATION STATION DISK
 JD0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0550_STAMPING: BUNCETON 1949
 JD0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0550+STABILITY: SURFACE MOTION
 JD0550
 JD0550  HISTORY     - Date     Condition        Report By
 JD0550  HISTORY     - 1949     MONUMENTED       CGS
 JD0550  HISTORY     - 1963     GOOD             CGS
 JD0550  HISTORY     - 1963     GOOD             NGS
 JD0550
 JD0550                          STATION DESCRIPTION
 JD0550
 JD0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD0550'THE STATION IS LOCATED ABOUT 2-1/4 MILES WEST AND 1-1/4 MILES
 JD0550'SOUTH OF THE SMALL VILLAGE OF BUNCETON.  IT IS 60 FEET WEST OF A
 JD0550'PRIVATE LANE TO FARM HOME, 39 FEET SOUTH OF THE CENTER LINE OF A
 JD0550'GRAVEL ROAD, 15 FEET SOUTH OF A FENCE LINE AND 14 FEET SOUTH OF A
 JD0550'WHITE WITNESS POST.  THE MARK IS STAMPED BUNCETON 1949 AND IS SET
 JD0550'ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 JD0550'
 JD0550'REFERENCE MARK NO. 1 IS 17 FEET WEST OF THE CENTER LINE OF A
 JD0550'PRIVATE LANE, AND 1 FOOT WEST OF A POWER LINE POLE.  THE MARK IS
 JD0550'STAMPED BUNCETON NO 1 1949 AND IS SET FLUSH WITH THE GROUND.
 JD0550'
 JD0550'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF THE CENTER LINE OF A
 JD0550'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS
 JD0550'STAMPED BUNCETON NO 2 1949 AND PROJECTS ABOUT 3 INCHES.
 JD0550'
 JD0550'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD,
 JD0550'2 FEET EAST SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF
 JD0550'A FENCE LINE.  THE MARK IS STAMPED BUNCETON 1949 AND PROJECTS
 JD0550'ABOUT 3 INCHES.
 JD0550'
 JD0550'TO REACH FROM THE POST OFFICE IN BUNCETON, GO WEST ON MAIN STREET
 JD0550'FOR 0.3 MILE TO A GRAVEL T-ROAD LEFT, TURN LEFT (SOUTH) AND GO
 JD0550'1.7 MILES ON MAIN TRAVELED ROAD TO A T-ROAD RIGHT, TURN RIGHT
 JD0550'(WEST) AND GO 1.55 MILES TO AZIMUTH MARK ON LEFT, CONTINUE
 JD0550'STRAIGHT AHEAD FOR 0.35 MILE TO CATTLE GUARD ON LEFT, TURN LEFT
 JD0550'THROUGH CATTLE GUARD AND STATION ON RIGHT AS DESCRIBED.
 JD0550'
 JD0550'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD0550
 JD0550                          STATION RECOVERY (1963)
 JD0550
 JD0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD0550'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 JD0550'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JD0550'CONDITION.  THE HORIZONTAL DISTANCE AND DIRECTION CHECKED ON THE
 JD0550'REFERENCE MARKS.  THE TO REACH IS ADEQUATE.  THE 1949 DESCRIPTION
 JD0550'IS GOOD WITH THE EXCEPTION THAT METAL WITNESS POSTS WERE SET AT
 JD0550'THE AZIMUTH MARK AND AT THE STATION.
 JD0550
 JD0550                          STATION RECOVERY (1963)
 JD0550
 JD0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0550'8.4 MI NE FROM SYRACUSE.
 JD0550'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0550'THE STATION AT SYRACUSE, THENCE 7.0 MILES NORTH ALONG STATE
 JD0550'HIGHWAY 5, THENCE 0.65 MILE EAST ALONG A COUNTY ROAD, AT THE
 JD0550'ENTRANCE OF THE ROAD, 57.3 FEET WEST OF THE CENTERLINE OF A
 JD0550'DRIVEWAY, 16.1 FEET SOUTH OF AN EAST-WEST FENCE, 145.7 FEET
 JD0550'NORTH-NORTHWEST OF R.M. 1, 111.9 FEET EAST-SOUTHEAST OF R.M.
 JD0550'2, 15.6 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 JD0550'CONCRETE POST 1.4 FEET BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0551 ***********************************************************************
 JD0551  DESIGNATION -  BUNCETON RM 1
 JD0551  PID         -  JD0551
 JD0551  STATE/COUNTY-  MO/COOPER
 JD0551  USGS QUAD   -  BUNCETON (1979)
 JD0551
 JD0551                         *CURRENT SURVEY CONTROL
 JD0551  ___________________________________________________________________
 JD0551* NAD 83(1986)-  38 45 57.     (N)    092 50 39.     (W)     SCALED    
 JD0551* NAVD 88     -       270.655  (meters)     887.97   (feet)  ADJUSTED  
 JD0551  ___________________________________________________________________
 JD0551  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0551  DYNAMIC HT  -         270.475 (meters)     887.38  (feet)  COMP
 JD0551  MODELED GRAV-     979,956.6   (mgal)                       NAVD 88
 JD0551
 JD0551  VERT ORDER  -  SECOND    CLASS 0
 JD0551
 JD0551.The horizontal coordinates were scaled from a topographic map and have
 JD0551.an estimated accuracy of +/- 6 seconds.
 JD0551
 JD0551.The orthometric height was determined by differential leveling
 JD0551.and adjusted by the National Geodetic Survey in June 1991..
 JD0551
 JD0551.The geoid height was determined by GEOID03.
 JD0551
 JD0551.The dynamic height is computed by dividing the NAVD 88
 JD0551.geopotential number by the normal gravity value computed on the
 JD0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0551.degrees latitude (g = 980.6199 gals.).
 JD0551
 JD0551.The modeled gravity was interpolated from observed gravity values.
 JD0551
 JD0551;                    North         East    Units  Estimated Accuracy
 JD0551;SPC MO C     -   325,490.      470,090.      MT  (+/- 180 meters Scaled)
 JD0551
 JD0551                          SUPERSEDED SURVEY CONTROL
 JD0551
 JD0551  NGVD 29 (??/??/92)  270.564  (m)          887.68   (f) ADJ UNCH    2 0
 JD0551
 JD0551.Superseded values are not recommended for survey control.
 JD0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0551.See file dsdata.txt to determine how the superseded data were derived.
 JD0551
 JD0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC135908(NAD 83)
 JD0551_MARKER: DR = REFERENCE MARK DISK
 JD0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0551_STAMPING: BUNCETON NO 1 1949
 JD0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0551+STABILITY: SURFACE MOTION
 JD0551
 JD0551  HISTORY     - Date     Condition        Report By
 JD0551  HISTORY     - 1949     MONUMENTED       CGS
 JD0551  HISTORY     - 1963     GOOD             NGS
 JD0551
 JD0551                          STATION DESCRIPTION
 JD0551
 JD0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0551'8.4 MI NE FROM SYRACUSE.
 JD0551'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0551'THE STATION AT SYRACUSE, THENCE 7.0 MILES NORTH ALONG STATE
 JD0551'HIGHWAY 5, THENCE 0.65 MILE EAST ALONG A COUNTY ROAD, AT THE
 JD0551'ENTRANCE TO THE CHARLES DILTHEY FARM, 13 FEET WEST OF THE
 JD0551'CENTERLINE OF A DRIVEWAY, 145.7 FEET SOUTH-SOUTHEAST OF THE
 JD0551'STATION MARK, 2.5 FEET EAST OF A FENCE, 1.3 FEET WEST OF A
 JD0551'POWER POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0551'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0549 ***********************************************************************
 JD0549  DESIGNATION -  BUNCETON RM 2
 JD0549  PID         -  JD0549
 JD0549  STATE/COUNTY-  MO/COOPER
 JD0549  USGS QUAD   -  BUNCETON (1979)
 JD0549
 JD0549                         *CURRENT SURVEY CONTROL
 JD0549  ___________________________________________________________________
 JD0549* NAD 83(1986)-  38 45 57.     (N)    092 50 39.     (W)     SCALED    
 JD0549* NAVD 88     -       270.340  (meters)     886.94   (feet)  ADJUSTED  
 JD0549  ___________________________________________________________________
 JD0549  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0549  DYNAMIC HT  -         270.160 (meters)     886.35  (feet)  COMP
 JD0549  MODELED GRAV-     979,956.6   (mgal)                       NAVD 88
 JD0549
 JD0549  VERT ORDER  -  SECOND    CLASS 0
 JD0549
 JD0549.The horizontal coordinates were scaled from a topographic map and have
 JD0549.an estimated accuracy of +/- 6 seconds.
 JD0549
 JD0549.The orthometric height was determined by differential leveling
 JD0549.and adjusted by the National Geodetic Survey in June 1991..
 JD0549
 JD0549.The geoid height was determined by GEOID03.
 JD0549
 JD0549.The dynamic height is computed by dividing the NAVD 88
 JD0549.geopotential number by the normal gravity value computed on the
 JD0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0549.degrees latitude (g = 980.6199 gals.).
 JD0549
 JD0549.The modeled gravity was interpolated from observed gravity values.
 JD0549
 JD0549;                    North         East    Units  Estimated Accuracy
 JD0549;SPC MO C     -   325,490.      470,090.      MT  (+/- 180 meters Scaled)
 JD0549
 JD0549                          SUPERSEDED SURVEY CONTROL
 JD0549
 JD0549  NGVD 29 (??/??/92)  270.249  (m)          886.64   (f) ADJ UNCH    2 0
 JD0549
 JD0549.Superseded values are not recommended for survey control.
 JD0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0549.See file dsdata.txt to determine how the superseded data were derived.
 JD0549
 JD0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC135908(NAD 83)
 JD0549_MARKER: DR = REFERENCE MARK DISK
 JD0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0549_STAMPING: BUNCETON NO 2 1949
 JD0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0549+STABILITY: SURFACE MOTION
 JD0549
 JD0549  HISTORY     - Date     Condition        Report By
 JD0549  HISTORY     - 1949     MONUMENTED       CGS
 JD0549  HISTORY     - 1963     GOOD             NGS
 JD0549
 JD0549                          STATION DESCRIPTION
 JD0549
 JD0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0549'8.4 MI NE FROM SYRACUSE.
 JD0549'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0549'THE STATION AT SYRACUSE, THENCE 7.0 MILES NORTH ALONG STATE
 JD0549'HIGHWAY 5, THENCE 0.65 MILE EAST ALONG A COUNTY ROAD, AT THE
 JD0549'ENTRANCE TO THE CHARLES DILTHEY FARM, 24 FEET SOUTH OF THE
 JD0549'CENTERLINE OF THE ROAD, 111.9 FEET WEST-NORTHWEST OF THE STATION
 JD0549'MARK, 1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A
 JD0549'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0781 ***********************************************************************
 HC0781  DESIGNATION -  BUNK
 HC0781  PID         -  HC0781
 HC0781  STATE/COUNTY-  MO/SHANNON
 HC0781  USGS QUAD   -  BUNKER (1985)
 HC0781
 HC0781                         *CURRENT SURVEY CONTROL
 HC0781  ___________________________________________________________________
 HC0781* NAD 83(1997)-  37 24 43.33968(N)    091 14 41.34267(W)     ADJUSTED  
 HC0781* NAVD 88     -       402.57   (+/-2cm)    1320.8    (feet)  VERTCON   
 HC0781  ___________________________________________________________________
 HC0781  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 HC0781  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 HC0781
 HC0781  HORZ ORDER  -  THIRD
 HC0781  VERT ORDER  -  THIRD ? (See Below)
 HC0781
 HC0781.The horizontal coordinates were established by classical geodetic methods
 HC0781.and adjusted by the National Geodetic Survey in February 2000..
 HC0781
 HC0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0781.The vertical order pertains to the NGVD 29 superseded value.
 HC0781
 HC0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0781
 HC0781.The geoid height was determined by GEOID03.
 HC0781
 HC0781;                    North         East     Units Scale Factor Converg.
 HC0781;SPC MO E     -   175,438.596   184,065.916   MT  0.99998686   -0 27 09.1
 HC0781;UTM  15      - 4,142,028.461   655,328.943   MT  0.99989720   +1 03 59.6
 HC0781
 HC0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0781!SPC MO E     -   0.99994154  x   0.99998686  =   0.99992840
 HC0781!UTM  15      -   0.99994154  x   0.99989720  =   0.99983875
 HC0781
 HC0781|---------------------------------------------------------------------|
 HC0781| PID    Reference Object                     Distance      Geod. Az  |
 HC0781|                                                           dddmmss.s |
 HC0781| CQ5798 BUNK RM 2                            26.860 METERS 01050     |
 HC0781| HC0784 BUNKER LOOKOUT TOWER                 26.242 METERS 08457     |
 HC0781| CQ5797 BUNK RM 1                            22.080 METERS 09150     |
 HC0781| HC0777 CORRIDON                            APPROX.14.7 KM 1143203.4 |
 HC0781|---------------------------------------------------------------------|
 HC0781
 HC0781                          SUPERSEDED SURVEY CONTROL
 HC0781
 HC0781  NAD 83(1986)-  37 24 43.35208(N)    091 14 41.34182(W) AD(       ) 3
 HC0781  NAD 27      -  37 24 43.18720(N)    091 14 40.86580(W) AD(       ) 3
 HC0781  NGVD 29 (07/19/86)  402.51   (m)         1320.6    (f) LEVELING    3  
 HC0781
 HC0781.Superseded values are not recommended for survey control.
 HC0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0781.See file dsdata.txt to determine how the superseded data were derived.
 HC0781
 HC0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB5532942028(NAD 83)
 HC0781_MARKER: DD = SURVEY DISK
 HC0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0781
 HC0781  HISTORY     - Date     Condition        Report By
 HC0781  HISTORY     - 1962     MONUMENTED       CGS
 HC0781
 HC0781                          STATION DESCRIPTION
 HC0781
 HC0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0781'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK, OR A
 HC0781'REFERENCE MARK 3 AT THIS TIME.
 HC0781'
 HC0781'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF BUNKER, ABOUT
 HC0781'2-1/2 MILES NORTHEAST OF LOGGERS LAKE, IN THE NORTHWEST 1/4
 HC0781'OF SEC. 2, T. 31 N, R. 3 W., AND ON THE PROPERTY OF THE CLARK
 HC0781'NATIONAL FOREST.  IT IS 74 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 HC0781'LEG OF THE BUNKER LOOKOUT TOWER, 18 FEET NORTHEAST OF A 10 INCH
 HC0781'OAK TREE, 14 FEET SOUTH OF AN 8 INCH OAK TREE, 14 FEET NORTH OF
 HC0781'A 16 INCH PINE TREE, AND 5 FEET NORTHEAST OF A WITNESS POST.
 HC0781'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BUNK
 HC0781'1962.
 HC0781'
 HC0781'TO REACH FROM THE CROSSROAD JUST SOUTH OF THE POST OFFICE IN
 HC0781'BUNKER, GO WEST ON COUNTY ROAD A FOR 0.1 MILE TO A SIDE ROAD
 HC0781'LEFT.  TURN LEFT AND GO SOUTHWEST ON A SURFACED ROAD FOR 0.3
 HC0781'MILE TO THE END OF THE SURFACED ROAD.  CONTINUE SOUTHWEST ON
 HC0781'A GRAVELED ROAD FOR 0.85 MILE TO A SIDE ROAD RIGHT.  CONTINUE
 HC0781'SOUTHWEST ON THE GRAVELED ROAD FOR 2.65 MILES TO THE LOOKOUT
 HC0781'TOWER AND THE STATION ON THE RIGHT.
 HC0781'
 HC0781'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUNK NO 1 1962,
 HC0781'CEMENTED IN A DRILLED HOLE IN THE SOUTHWEST CONCRETE FOOTING
 HC0781'OF THE LOOKOUT TOWER THAT PROJECTS 3 INCHES.
 HC0781'
 HC0781'REFERENCE MARK 2 IS 49 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 HC0781'GARAGE, 90 FEET NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT
 HC0781'TOWER, 12 FEET SOUTHWEST OF AN 18 INCH PINE TREE, AND 6 FEET
 HC0781'NORTHEAST OF THE CENTER OF A DRIVEWAY.  THE BOULDER PROJECTS
 HC0781'3 INCHES AND THE DISK IS STAMPED BUNK NO 2 1962.
 HC0781'
 HC0781'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0783 ***********************************************************************
 HC0783  DESIGNATION -  BUNKER
 HC0783  PID         -  HC0783
 HC0783  STATE/COUNTY-  MO/REYNOLDS
 HC0783  USGS QUAD   -  BUNKER (1985)
 HC0783
 HC0783                         *CURRENT SURVEY CONTROL
 HC0783  ___________________________________________________________________
 HC0783* NAD 83(1997)-  37 27 19.35074(N)    091 12 39.76536(W)     ADJUSTED  
 HC0783* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 HC0783  ___________________________________________________________________
 HC0783  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 HC0783  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HC0783
 HC0783  HORZ ORDER  -  FIRST
 HC0783
 HC0783.The horizontal coordinates were established by classical geodetic methods
 HC0783.and adjusted by the National Geodetic Survey in February 2000..
 HC0783
 HC0783.The orthometric height was scaled from a topographic map.
 HC0783
 HC0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0783
 HC0783.The geoid height was determined by GEOID03.
 HC0783
 HC0783;                    North         East     Units Scale Factor Converg.
 HC0783;SPC MO E     -   180,225.021   187,091.819   MT  0.99998206   -0 25 56.8
 HC0783;UTM  15      - 4,146,893.061   658,226.595   MT  0.99990839   +1 05 17.4
 HC0783
 HC0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0783!SPC MO E     -   0.99993722  x   0.99998206  =   0.99991928
 HC0783!UTM  15      -   0.99993722  x   0.99990839  =   0.99984562
 HC0783
 HC0783|---------------------------------------------------------------------|
 HC0783| PID    Reference Object                     Distance      Geod. Az  |
 HC0783|                                                           dddmmss.s |
 HC0783| CN5794 BUNKER RM 3                          28.992 METERS 07124     |
 HC0783| HC0782 BUNKER RM 4                          15.244 METERS 07907     |
 HC0783| CQ5800 BUNKER AZ MK 2                                     0955529.9 |
 HC0783| CQ5799 BUNKER AZ MK                                       1165450.7 |
 HC0783| CN5793 BUNKER RM 2                          64.831 METERS 21145     |
 HC0783| CN5792 BUNKER RM 1                          61.010 METERS 31947     |
 HC0783|---------------------------------------------------------------------|
 HC0783
 HC0783                          SUPERSEDED SURVEY CONTROL
 HC0783
 HC0783  NAD 83(1986)-  37 27 19.36376(N)    091 12 39.76406(W) AD(       ) 1
 HC0783  NAD 27      -  37 27 19.19740(N)    091 12 39.29290(W) AD(       ) 1
 HC0783
 HC0783.Superseded values are not recommended for survey control.
 HC0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0783.See file dsdata.txt to determine how the superseded data were derived.
 HC0783
 HC0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB5822746893(NAD 83)
 HC0783_MARKER: DS = TRIANGULATION STATION DISK
 HC0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0783
 HC0783  HISTORY     - Date     Condition        Report By
 HC0783  HISTORY     - 1933     MONUMENTED       CGS
 HC0783  HISTORY     - 1937     GOOD             CGS
 HC0783  HISTORY     - 1939     GOOD             CGS
 HC0783  HISTORY     - 1962     SEE DESCRIPTION  CGS
 HC0783
 HC0783                          STATION DESCRIPTION
 HC0783
 HC0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 HC0783'IN VILLAGE OF BUNKER, A SMALL TOWN ON STATE HIGHWAY 72, ON
 HC0783'PROPERTY OF NEELY OIL CO. OF ELLINGTON, 23.1 METERS (76 FEET)
 HC0783'EAST OF CENTER LINE OF MAIN STREET, 26.0 METERS (85 FEET)
 HC0783'NORTH OF CENTER LINE OF COUNTY HIGHWAY A, OPPOSITE E.H. HIGHLEY
 HC0783'MERCANTILE CO. STORE.  TO REACH FROM SALEM FOLLOW ROUTE 72
 HC0783'TO BUNKER.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 HC0783'STATION MARKS IN CONCRETE.  REFERENCE
 HC0783'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 HC0783'REFERENCE MARK NO. 1 IS AT SOUTHEAST CORNER OF
 HC0783'SMALL WHITE BUILDING, 15.0 METERS (49 FEET) FROM CENTER
 HC0783'LINE OF MAIN STREET, AND 61.91 METERS (203.1 FEET) FROM
 HC0783'STATION.  NO. 2 IS ALONG
 HC0783'NORTH-AND-SOUTH FENCE, 10.5 METERS (34 FEET) WEST OF
 HC0783'CENTER LINE OF MAIN STREET, AND 64.84 METERS (212.7
 HC0783'FEET) FROM STATION.  AZIMUTH MARK
 HC0783'IS 15.5 METERS (51 FEET) SOUTH OF CENTER LINE OF ROUTE 72,
 HC0783'IN CLEARED UNUSED FIELD, JUST EAST OF GRAVEL COUNTRY
 HC0783'ROAD, AND 0.2 MILE FROM STATION.
 HC0783
 HC0783                          STATION RECOVERY (1937)
 HC0783
 HC0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 HC0783'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 HC0783'CONDITION.  THE AZIMUTH MARK IS S OF THE GRAVEL COUNTRY ROAD.
 HC0783'
 HC0783'NOTE- SINCE THE DESCRIPTION WAS WRITTEN, A SMALL WHITE BUILDING
 HC0783'HAS BEEN BUILT AND IS NOW BEING USED AS THE BUNKER POST OFFICE.
 HC0783'THE STATION IS 5 FEET S OF THE SE CORNER OF THIS BUILDING
 HC0783'AND IS IN THE POST OFFICE DRIVEWAY.  THE POST OFFICE IS IN THE
 HC0783'LINE TO REFERENCE MARK NO. 1.
 HC0783
 HC0783                          STATION RECOVERY (1939)
 HC0783
 HC0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0783'ALL MARKS WERE RECOVERED AS DESCRIBED.  THE 1939 DATA WAS CHECKED
 HC0783'IN THE FIELD AND SHOULD BE ACCEPTED.  A TEMPORARY POST OFFICE
 HC0783'BUILDING IS IN LINE BETWEEN THE STATION AND REFERENCE MARK
 HC0783'NO. 1, PREVENTING THE MEASUREMENT OF THE DISTANCE, BUT THE
 HC0783'DIRECTION WAS CHECKED.  A NEW REFERENCE MARK, NO. 3, AND A
 HC0783'NEW AZIMUTH MARK, WERE ESTABLISHED.  IF FUTURE BUILDING
 HC0783'CONSTRUCTION DESTROYS THE STATION, REFERENCE MARK NO. 3 CAN
 HC0783'BE USED AS AN ECCENTRIC STATION.
 HC0783'
 HC0783'THE STATION IS IN BUNKER, A SMALL TOWN ON STATE HIGHWAY 72.
 HC0783'IT IS 7 FEET SSW OF THE SE CORNER OF THE BUNKER POST OFFICE, 76
 HC0783'FEET E OF THE CENTER LINE OF MAIN STREET, 85 FEET N OF CENTER
 HC0783'LINE OF COUNTY HIGHWAY A, AND 31 FEET E OF THE E EDGE OF THE
 HC0783'MAIN STREET SIDEWALK.  THE MARK PROJECTS 7 INCHES ABOVE GROUND
 HC0783'AND IS STAMPED BUNKER 1934.
 HC0783'
 HC0783'REFERENCE MARK NO. 1 IS NW OF THE STATION, AT THE SE CORNER OF
 HC0783'A SMALL WHITE BUILDING, AND 49 FEET W OF THE CENTER LINE OF MAIN
 HC0783'STREET.  THE MARK PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED
 HC0783'BUNKER NO. 1 1934.
 HC0783'
 HC0783'REFERENCE MARK NO. 2 IS SW OF THE STATION, IN A N-S FENCE
 HC0783'LINE, 34 FEET W OF THE CENTER LINE OF MAIN STREET, AND 72
 HC0783'FEET S OF A FENCE CORNER.  THE MARK PROJECTS 3 INCHES ABOVE
 HC0783'GROUND AND IS STAMPED BUNKER NO. 2 1934.
 HC0783'
 HC0783'REFERENCE MARK NO. 3 (1939) IS ENE OF THE STATION IN A N-S
 HC0783'FENCE LINE, 18 FEET N OF A PINE TREE, AND 56 FEET SE OF THE
 HC0783'SE CORNER OF A CHURCH.  THE MARK, A STANDARD DISK SET IN
 HC0783'CONCRETE.  PROJECTS 4 INCHES ABOVE
 HC0783'THE GROUND AND IS STAMPED BUNKER NO. 3 1939.
 HC0783'
 HC0783'AZIMUTH MARK IS SE OF THE STATION AT THE Y INTERSECTION OF STATE
 HC0783'HIGHWAY 72 AND A GRAVEL ROAD, AND 54 FEET S OF HIGHWAY 72.
 HC0783'THE MARK PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED BUNKER
 HC0783'AZI. 1934.
 HC0783'
 HC0783'AZIMUTH MARK (1939) IS E OF THE STATION, IN THE S FENCE OF A
 HC0783'LANE, 0.05 MILE E OF THE NW CORNER OF THE CEMETERY, AND 3 FEET
 HC0783'WNW OF THE NE CORNER OF A ROCK WALL SURROUNDING A GRAVE PLOT.
 HC0783'THE MARK, A STANDARD DISK SET IN CONCRETE.
 HC0783'PROJECTS 4 INCHES ABOVE GROUND AND IS STAMPED BUNKER
 HC0783'1939.
 HC0783'
 HC0783'TO REACH THE MARK FROM THE STATION, GO E ON THE GRAVEL ROAD
 HC0783'FOR 0.1 MILE TO STATE HIGHWAY 72, TURN LEFT ON HIGHWAY 72 AND
 HC0783'GO 0.15 MILE TO THE JUNK YARD AND TRAIL ROAD ON THE RIGHT,
 HC0783'TURN RIGHT AND GO ENE ALONG THE TRAIL ROAD FOR 0.45 MILE
 HC0783'TO AN E-W LANE, AND TURN LEFT INTO LANE AND GO 0.05 MILE TO THE
 HC0783'MARK AT THE RIGHT.
 HC0783'
 HC0783'A 64-FT. TOWER IS NEEDED TO SEE ALL LINES.
 HC0783
 HC0783                          STATION RECOVERY (1962)
 HC0783
 HC0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0783'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 AND AZIMUTH
 HC0783'MARK (1939) WERE FOUND IN GOOD CONDITION.  AZIMUTH MARK (1934)
 HC0783'WAS FOUND DESTROYED.  REFERENCE MARKS 1 AND 3 WERE FOUND TO
 HC0783'BE OF NO FURTHER VALUE AS BUILDINGS HAVE BEEN ERECTED ON
 HC0783'LINE.  REFERENCE MARKS 1 AND 3 WERE DESTROYED AT THIS TIME.
 HC0783'
 HC0783'REFERENCE MARK 4 WAS ESTABLISHED AND OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0784 ***********************************************************************
 HC0784  DESIGNATION -  BUNKER LOOKOUT TOWER
 HC0784  PID         -  HC0784
 HC0784  STATE/COUNTY-  MO/SHANNON
 HC0784  USGS QUAD   -  BUNKER (1985)
 HC0784
 HC0784                         *CURRENT SURVEY CONTROL
 HC0784  ___________________________________________________________________
 HC0784* NAD 83(1997)-  37 24 43.41461(N)    091 14 40.27971(W)     ADJUSTED  
 HC0784* NAVD 88     -                                                        
 HC0784  ___________________________________________________________________
 HC0784  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 HC0784  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HC0784
 HC0784  HORZ ORDER  -  THIRD
 HC0784
 HC0784.The horizontal coordinates were established by classical geodetic methods
 HC0784.and adjusted by the National Geodetic Survey in February 2000..
 HC0784
 HC0784
 HC0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0784
 HC0784.The geoid height was determined by GEOID03.
 HC0784
 HC0784;                    North         East     Units Scale Factor Converg.
 HC0784;SPC MO E     -   175,440.700   184,092.072   MT  0.99998682   -0 27 08.4
 HC0784;UTM  15      - 4,142,031.257   655,355.033   MT  0.99989730   +1 04 00.3
 HC0784
 HC0784                          SUPERSEDED SURVEY CONTROL
 HC0784
 HC0784  NAD 83(1986)-  37 24 43.42681(N)    091 14 40.27885(W) AD(       ) 4
 HC0784  NAD 27      -  37 24 43.26200(N)    091 14 39.80300(W) AD(       ) 3
 HC0784
 HC0784.Superseded values are not recommended for survey control.
 HC0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0784.See file dsdata.txt to determine how the superseded data were derived.
 HC0784
 HC0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB5535542031(NAD 83)
 HC0784_MARKER: 57 = LOOKOUT TOWER
 HC0784
 HC0784  HISTORY     - Date     Condition        Report By
 HC0784  HISTORY     - 1939     FIRST OBSERVED   CGS
 HC0784  HISTORY     - 1962     GOOD             CGS
 HC0784
 HC0784                          STATION DESCRIPTION
 HC0784
 HC0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0784'THE POINT OBSERVED UPON WAS THE FINIAL OF A U.S. FORESTRY
 HC0784'SERVICE LOOKOUT TOWER, A STEEL STRUCTURE 110 FEET HIGH WITH
 HC0784'AN ENCLOSED OBSERVATION PLATFORM ON TOP.  THE TOWER IS LOCATED
 HC0784'4 MILES SOUTHWEST OF BUNKER.
 HC0784'
 HC0784'OBSERVED UPON FROM TRIANGULATION STATIONS BUNKER 1934 AND MARCOOT.
 HC0784
 HC0784                          STATION RECOVERY (1962)
 HC0784
 HC0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0784'THE STATION IS THE CENTER OF THE TOP OF THE LOOKOUT TOWER
 HC0784'LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF BUNKER, ABOUT 2-1/2
 HC0784'MILES NORTHEAST OF LOGGERS LAKE, IN THE NORTHWEST 1/4 OF SEC. 2,
 HC0784'T. 31 N., R. 3 W., AND ON THE PROPERTY OF THE CLARK NATIONAL
 HC0784'FOREST.  THE TOWER IS A FOUR LEGGED STEEL STURCTURE WITH A METAL
 HC0784'OBSERVATION ROOM AT THE TOP AND THE OVERALL HEIGHT IS 100 FEET.
 HC0784'
 HC0784'TO REACH FROM THE CROSSROAD JUST SOUTH OF THE POST OFFICE IN
 HC0784'BUNKER, GO WEST ON COUNTY ROAD A FOR 0.1 MILE TO A SIDE ROAD
 HC0784'LEFT.  TURN LEFT AND GO SOUTHWEST ON A SURFACED ROAD FOR 0.3
 HC0784'MILE TO THE END OF THE SURFACED ROAD.  CONTINUE SOUTHWEST ON A
 HC0784'GRAVELED ROAD FOR 0.85 MILE TO A SIDE ROAD RIGHT.  CONTINUE
 HC0784'SOUTHWEST ON THE GRAVELED ROAD FOR 2.65 MILES TO THE LOOKOUT
 HC0784'TOWER ON THE RIGHT.
 HC0784'
 HC0784'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BUNK,
 HC0784'THE DISTANCE BEING 86.1 FEET AND 26.24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0782 ***********************************************************************
 HC0782  DESIGNATION -  BUNKER RM 4
 HC0782  PID         -  HC0782
 HC0782  STATE/COUNTY-  MO/REYNOLDS
 HC0782  USGS QUAD   -  BUNKER (1985)
 HC0782
 HC0782                         *CURRENT SURVEY CONTROL
 HC0782  ___________________________________________________________________
 HC0782* NAD 83(1997)-  37 27 19.44409(N)    091 12 39.15626(W)     ADJUSTED  
 HC0782* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 HC0782  ___________________________________________________________________
 HC0782  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 HC0782  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HC0782
 HC0782  HORZ ORDER  -  SECOND
 HC0782
 HC0782.The horizontal coordinates were established by classical geodetic methods
 HC0782.and adjusted by the National Geodetic Survey in February 2000..
 HC0782
 HC0782.The orthometric height was scaled from a topographic map.
 HC0782
 HC0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0782
 HC0782.The geoid height was determined by GEOID03.
 HC0782
 HC0782;                    North         East     Units Scale Factor Converg.
 HC0782;SPC MO E     -   180,227.786   187,106.810   MT  0.99998204   -0 25 56.4
 HC0782;UTM  15      - 4,146,896.222   658,241.506   MT  0.99990845   +1 05 17.8
 HC0782
 HC0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0782!SPC MO E     -   0.99993722  x   0.99998204  =   0.99991926
 HC0782!UTM  15      -   0.99993722  x   0.99990845  =   0.99984568
 HC0782
 HC0782:                Primary Azimuth Mark                     Grid Az
 HC0782:SPC MO E     -  BUNKER AZ MK                             096 41 37.9
 HC0782:UTM  15      -  BUNKER AZ MK                             095 10 23.7
 HC0782
 HC0782|---------------------------------------------------------------------|
 HC0782| PID    Reference Object                     Distance      Geod. Az  |
 HC0782|                                                           dddmmss.s |
 HC0782| CQ5799 BUNKER AZ MK                                       0961541.5 |
 HC0782| CN5793 BUNKER RM 2                          75.987 METERS 22015     |
 HC0782| HC0783 BUNKER                               15.244 METERS 25907     |
 HC0782|---------------------------------------------------------------------|
 HC0782
 HC0782                          SUPERSEDED SURVEY CONTROL
 HC0782
 HC0782  NAD 83(1986)-  37 27 19.45711(N)    091 12 39.15496(W) AD(       ) 2
 HC0782  NAD 27      -  37 27 19.29070(N)    091 12 38.68390(W) AD(       ) 2
 HC0782
 HC0782.Superseded values are not recommended for survey control.
 HC0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0782.See file dsdata.txt to determine how the superseded data were derived.
 HC0782
 HC0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB5824246896(NAD 83)
 HC0782_MARKER: DD = SURVEY DISK
 HC0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0782
 HC0782  HISTORY     - Date     Condition        Report By
 HC0782  HISTORY     - 1962     MONUMENTED       CGS
 HC0782
 HC0782                          STATION DESCRIPTION
 HC0782
 HC0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0782'THE STATION IS NEAR THE CENTER OF THE TOWN OF BUNKER AND
 HC0782'ON THE PROPERTY OF GLADYS HENDERSON.  IT IS 123 FEET EAST
 HC0782'OF THE CENTERLINE OF MAIN STREET, 88 FEET NORTH OF THE CENTERLINE
 HC0782'OF COUNTY ROAD A, 62 FEET SOUTH OF THE SOUTHEAST CORNER
 HC0782'OF A CHURCH AND 34 FEET EAST OF THE SOUTHEAST CORNER OF
 HC0782'THE POST OFFICE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HC0782'STAMPED BUNKER NO 4 1934.
 HC0782'
 HC0782'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 HC0782'ROAD A FOR 0.1 MILE TO THE JUNCTION WITH STATE HIGHWAY 72.
 HC0782'TURN LEFT AND GO NORTH ON HIGHWAY 72 FOR 0.1 MILE TO A SIDE
 HC0782'ROAD RIGHT.  TURN RIGHT AND GO EAST FOR ABOUT 0.05 MILE TO
 HC0782'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY ON A GRAVELED
 HC0782'ROAD FOR 0.4 TO A LANE AND A CHURCH ON THE LEFT.  TURN LEFT
 HC0782'LEFT AND GO EAST INI A LANE FOR 0.05 MILE TO THE AZIMUTH
 HC0782'MARK ON THE RIGHT.
 HC0782'
 HC0782'REFERENCE MARK 2 IS 103 FEET SOUTH OF THE CENTERLINE OF
 HC0782'COUNTY ROAD A, 26 FEET WEST OF THE CENTERLINE OF MAIN STREET
 HC0782'AND 6 INCHES EAST OF A SOUTH GATE POST.  THE MONUMENT IS
 HC0782'FLUSH AND THE DISK IS STAMPED BUNKER NO 2 1934.
 HC0782'
 HC0782'THE AZIMUTH MARK IS 3 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER
 HC0782'OF A ROCK WALL SURROUNDING A GRAVE PLOT.  THE MONUMENT PROJECTS 3
 HC0782'INCHES AND THE DISK IS STAMPED BUNKER 1939.
 HC0782'
 HC0782'BUNKER 1934 IS 80 FEET NORTH OF THE CENTERLINE OF COUNTY
 HC0782'ROAD A, 73 FEET EAST OF THE CENTERLINE OF MAIN STREET AND
 HC0782'7 FEET SOUTH OF THE SOUTH SIDE OF THE POST OFFICE.  THE
 HC0782'MONUMENT PROJECTS 12 INCHES AND THE DISK IS STAMPED BUNKER
 HC0782'1934.
 HC0782'
 HC0782'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1515 ***********************************************************************
 KE1515  DESIGNATION -  BUNSE
 KE1515  PID         -  KE1515
 KE1515  STATE/COUNTY-  MO/ANDREW
 KE1515  USGS QUAD   -  COSBY (1983)
 KE1515
 KE1515                         *CURRENT SURVEY CONTROL
 KE1515  ___________________________________________________________________
 KE1515* NAD 83(1997)-  39 51 29.23304(N)    094 39 32.30723(W)     ADJUSTED  
 KE1515* NAVD 88     -       310.9    (meters)    1020.     (feet)  GPS OBS   
 KE1515  ___________________________________________________________________
 KE1515  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 KE1515  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KE1515
 KE1515  HORZ ORDER  -  FIRST
 KE1515
 KE1515.The horizontal coordinates were established by GPS observations
 KE1515.and adjusted by the National Geodetic Survey in February 2000..
 KE1515
 KE1515.The orthometric height was determined by GPS observations and a
 KE1515.high-resolution geoid model.
 KE1515
 KE1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1515
 KE1515.The geoid height was determined by GEOID03.
 KE1515
 KE1515;                    North         East     Units Scale Factor Converg.
 KE1515;SPC MO W     -   409,727.559   836,397.320   MT  0.99994345   -0 06 06.8
 KE1515;UTM  15      - 4,413,327.002   358,094.228   MT  0.99984791   -1 03 48.2
 KE1515
 KE1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1515!SPC MO W     -   0.99995627  x   0.99994345  =   0.99989972
 KE1515!UTM  15      -   0.99995627  x   0.99984791  =   0.99980418
 KE1515
 KE1515|---------------------------------------------------------------------|
 KE1515| PID    Reference Object                     Distance      Geod. Az  |
 KE1515|                                                           dddmmss.s |
 KE1515| CL6968 BUNSE RM 1                           25.810 METERS 00127     |
 KE1515| CL6967 BUNSE AZ MK RESET                                  0130506.7 |
 KE1515| CL6966 BUNSE AZ MK                                        0132511.7 |
 KE1515| LF1272 KING CITY MUNICIPAL TANK            APPROX.24.4 KM 0284337.4 |
 KE1515| CL6969 BUNSE RM 2                           24.981 METERS 09158     |
 KE1515| CL6970 BUNSE RM 3                           35.086 METERS 18024     |
 KE1515| KE1540 ST JOSEPH COUNTRY CLUB TANK         APPROX.14.7 KM 2593052.9 |
 KE1515| KE1537 SAVANNAH ANDREWS CO CTHSE DOME      APPROX.17.3 KM 3022358.8 |
 KE1515| KE1536 SAVANNAH MUNICIPAL TANK OLD         APPROX.17.4 KM 3022326.5 |
 KE1515|---------------------------------------------------------------------|
 KE1515
 KE1515                          SUPERSEDED SURVEY CONTROL
 KE1515
 KE1515  NAD 83(1997)-  39 51 29.23303(N)    094 39 32.30725(W) AD(       ) 1
 KE1515  NAD 83(1997)-  39 51 29.23303(N)    094 39 32.30726(W) AD(       ) 1
 KE1515  NAD 83(1986)-  39 51 29.23501(N)    094 39 32.30418(W) AD(       ) 1
 KE1515  NAD 83(1986)-  39 51 29.23501(N)    094 39 32.30418(W) AD(       ) 1
 KE1515  NAD 27      -  39 51 29.25230(N)    094 39 31.44800(W) AD(       ) 1
 KE1515
 KE1515.Superseded values are not recommended for survey control.
 KE1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1515.See file dsdata.txt to determine how the superseded data were derived.
 KE1515
 KE1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE5809413327(NAD 83)
 KE1515_MARKER: DS = TRIANGULATION STATION DISK
 KE1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1515_STAMPING: BUNSE 1934
 KE1515_MARK LOGO: CGS   
 KE1515_PROJECTION: FLUSH
 KE1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1515+STABILITY: SURFACE MOTION
 KE1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1515+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1996
 KE1515
 KE1515  HISTORY     - Date     Condition        Report By
 KE1515  HISTORY     - 1934     MONUMENTED       CGS
 KE1515  HISTORY     - 1948     GOOD             CGS
 KE1515  HISTORY     - 1954     GOOD             CGS
 KE1515  HISTORY     - 1959     GOOD             CGS
 KE1515  HISTORY     - 19910729 GOOD             MODNR
 KE1515  HISTORY     - 19960515 GOOD             MODNR
 KE1515
 KE1515                          STATION DESCRIPTION
 KE1515
 KE1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1515'THIS STATION IS ABOUT 1-1/2 MILES ESE OF COSBY, IN THE NE
 KE1515'1/4 SECTION 12, T 58 N, R 34 W, ON LAND OWNED BY MR. ED.
 KE1515'BUNSE.  THE MARK IS ABOUT 0.2 MILE S OF MR. BUNSES FARM
 KE1515'BUILDINGS, 2 FEET W OF A N-S HEDGE FENCE, 2 FEET N OF AN E-W
 KE1515'FENCE RUNNING E FROM THE HEDGE FENCE, AND IS SET 12 INCHES
 KE1515'UNDERGROUND.
 KE1515'
 KE1515'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KE1515'DISKS SET IN CONCRETE.
 KE1515'
 KE1515'REFERENCE MARK NO. 1 IS N OF THE STATION, 1 FOOT W OF THE
 KE1515'HEDGE FENCE, 118.36 FEET NW OF REFERENCE MARK NO. 2, AND
 KE1515'PROJECTS 5 INCHES.
 KE1515'
 KE1515'REFERENCE MARK NO. 2 IS E OF THE STATION, 1/2 FOOT N OF
 KE1515'THE E-W FENCE AND PROJECTS 3 INCHES.
 KE1515'
 KE1515'THE AZIMUTH MARK IS N OF THE STATION, 1 FOOT N OF THE S
 KE1515'RIGHT-OF-WAY FENCE OF AN E-W ROAD, 10 FEET W OF THE RANGE
 KE1515'OF THE W SIDE OF MR. BUNSES BARN, AND PROJECTS 3 INCHES.
 KE1515'
 KE1515'TO REACH FROM THE COSBY SCHOOLHOUSE, 1/2 MILE E OF THE VILLAGE
 KE1515'OF COSBY, GO E 0.9 MILE TO MR. BUNSES FARM BUILDINGS, THENCE
 KE1515'S CUT THROUGH BARNYARD, PASTURE AND FIELDS TO THE STATION.
 KE1515'
 KE1515'ALL LIGHTS COME INTO VIEW AT 25 FEET.
 KE1515
 KE1515                          STATION RECOVERY (1948)
 KE1515
 KE1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1515'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 KE1515'2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 KE1515'AZIMUTH MARK HAD BEEN DAMAGED BY ROAD GRADING MACHINERY.
 KE1515'THE REMAINING PART OF THE 1934 AZIMUTH MARK WAS DESTROYED
 KE1515'AND A NEW AZIMUTH MARK ESTABLISHED, AS DESCRIBED BELOW.
 KE1515'
 KE1515'A COMPLETE DESCRIPTION FOLLOWS.
 KE1515'
 KE1515'THE STATION IS LOCATED ON A PROMINENT HILL ABOUT 17 MILES
 KE1515'WEST-SOUTHWEST OF MAYSVILLE, 8.0 MILES WEST-SOUTHWEST OF THE
 KE1515'COMMUNITY OF OAK, 0.3 MILE SOUTH-SOUTHWEST OF THE FARM
 KE1515'BUILDINGS OF MR. BUNSE, AND 2.5 FEET WEST OF THE CENTER
 KE1515'OF A HEDGE ROW AND A FENCE CORNER.  IT IS 16 INCHES BELOW
 KE1515'THE SURFACE OF THE GROUND AND IS STAMPED BUNSE 1934.
 KE1515'
 KE1515'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND 2.5 FEET
 KE1515'WEST OF A HEDGE ROW FENCE.  IT PROJECTS ABOUT 14 INCHES
 KE1515'AND IS STAMPED BUNSE NO 1 1934.
 KE1515'
 KE1515'REFERENCE MARK NO. 2 IS EAST OF THE STATION, 4.0 FEET
 KE1515'EAST-NORTHEAST OF AN OSAGE ORANGE TREE, AND 1.0 FOOT NORTH
 KE1515'OF A FENCE.  IT PROJECTS 9 INCHES AND IS STAMPED BUNSE NO
 KE1515'2 1934.
 KE1515'
 KE1515'AZIMUTH MARK IS 0.35 MILE NORTH-NORTHEAST OF THE STATION,
 KE1515'36 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BARN,
 KE1515'21 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, AND 6.0
 KE1515'FEET NORTH OF A WOVEN WIRE FENCE.  IT IS SET FLUSH WITH
 KE1515'THE GROUND AND IS STAMPED BUNSE 1934 RESET 1948.
 KE1515'
 KE1515'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KE1515'NO. 6 AND NO. 31 IN THE COMMUNITY OF OAK, ABOUT 9.0 MILES
 KE1515'WEST OF MAYSVILLE, GO WEST AND SOUTH ON STATE HIGHWAYS NO.
 KE1515'6 AND NO. 31 FOR 2.8 MILES TO A CROSSROAD, TURN RIGHT AND
 KE1515'GO WEST FOR 6.0 MILES TO THE BUNSE FARM ON THE LEFT.  AZIMUTH
 KE1515'MARK IS 36 FEET NORTH-NORTHWEST OF THE BARN, TURN LEFT THROUGH
 KE1515'A BOARD GATE AND GO SOUTH THROUGH BARN LOT AND PASTURE FOR
 KE1515'0.35 MILE TO THE STATION AS DESCRIBED.
 KE1515'
 KE1515'AN 87 FOOT SIGNAL AT COURTNEY 1934 IS VISIBLE AT 15 FEET.
 KE1515'
 KE1515'A 74 FOOT SIGNAL AT ORCHID IS VISIBLE AT 15 FEET.
 KE1515'
 KE1515'A 74 FOOT SIGNAL AT AMITY IS VISIBLE AT 50 FEET.
 KE1515'
 KE1515'A 100 FOOT SIGNAL AT COLFAX IS VISIBLE AT 4 FEET.
 KE1515'
 KE1515'A 74 FOOT SIGNAL AT HIDY IS VISIBLE AT 15 FEET.
 KE1515'
 KE1515'A 100 FOOT SIGNAL AT LEGGETT 1934 IS VISIBLE AT 4 FEET.
 KE1515
 KE1515                          STATION RECOVERY (1954)
 KE1515
 KE1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 KE1515'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE RECOVERED
 KE1515'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS REMOVED AT
 KE1515'THE REQUEST OF MR. MELVIN BUNSE AND REFERENCE MARK NO. 3
 KE1515'WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS BECAUSE
 KE1515'THE HEDGEROW WAS REPLACED BY A FENCE AND THE EAST-WEST FENCE
 KE1515'WAS REMOVED.
 KE1515'
 KE1515'STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF THE SMALL
 KE1515'TOWN OF OAK, 5 MILES EAST OF AVENUE CITY, 1 AND 1/4 MILES
 KE1515'EAST-SOUTHEAST OF COSBY, AND 1/2 MILE SOUTH-SOUTHWEST OF
 KE1515'THE FARM BUILDINGS OF MR. MELVIN BUNSE IN THE NE 1/4 OF
 KE1515'SEC. 12, T. 58 N., R. 34 W., 1 FOOT WEST OF FENCE, AND 1
 KE1515'FOOT SOUTHWEST OF WHITE WITNESS POST.  THE MARK IS 16 INCHES
 KE1515'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KE1515'BUNSE 1934.
 KE1515'
 KE1515'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND 1 FOOT
 KE1515'WEST OF FENCE.  THE MARK PROJECTS 10 INCHES AND THE DISK
 KE1515'IS STAMPED BUNSE NO 1 1934.
 KE1515'
 KE1515'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION AND 1 FOOT
 KE1515'WEST OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 KE1515'IS STAMPED BUNSE NO 3 1934.
 KE1515'
 KE1515'AZIMUTH MARK (RESET) IS 0.4 MILE NORTH-NORTHEAST OF THE
 KE1515'STATION, 35 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR.
 KE1515'MELVIN BUNSES BARN, 21 FEET SOUTH OF THE CENTER OF GRAVEL
 KE1515'ROAD, AND 5 FEET NORTH OF FENCE.  THE MARK IS FLUSH WITH
 KE1515'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BUNSE
 KE1515'1934 RESET 1948.
 KE1515'
 KE1515'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 KE1515'136 AND 169 AND STATE ROAD D IN AVENUE CITY, GO NORTHWEST
 KE1515'ON U.S. HIGHWAYS 136 AND 169 FOR 1.25 MILES TO GRAVEL ROAD
 KE1515'RIGHT.  TURN RIGHT AND FOLLOW GRAVEL ROAD EAST AND SOUTH
 KE1515'FOR 3.9 MILES TO THE COSBY POST OFFICE.  CONTINUE EAST FROM
 KE1515'THE COSBY POST OFFICE ON COUNTY ROAD O FOR 0.8 MILE TO JUNCTION
 KE1515'WITH COUNTY ROAD Z.  CONTINUE EAST FOR 0.25 MILE TO FENCE
 KE1515'CORNER AND GATE.  (THE AZIMUTH MARK AND MR. MELVIN BUNSES
 KE1515'FARM BUILDINGS ARE 0.1 MILE EAST FROM THIS POINT.) TURN
 KE1515'RIGHT THROUGH GATE AND GO SOUTH ALONG THE EAST SIDE OF FENCE
 KE1515'FOR 0.4 MILE TO THE STATION.
 KE1515
 KE1515                          STATION RECOVERY (1959)
 KE1515
 KE1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KE1515'THIS STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN 1954
 KE1515'AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 KE1515
 KE1515                          STATION RECOVERY (1991)
 KE1515
 KE1515'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 KE1515'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 1.0
 KE1515'MI (1.6 KM) EAST SOUTHEAST OF COSBY, ACCESS FOR THE STATION IS THROUGH
 KE1515'A FIELD TRAIL ON THE PROPERTY OF LARRY BUNSE R1 BOX 85 COSBY MO 64436,
 KE1515'IN THE NORTHEAST QUARTER OF SEC 12 TOWNSHIP 58 NORTH RANGE 34 WEST,
 KE1515'2.0 FT (0.6 M) FT WEST OF A NORTH-SOUTH FENCE, 2.0 FT (0.6 M) WEST OF
 KE1515'A CARSONITE WITNESS POST, THE SURFACE DISK IS ABOUT 12 INCHES BELOW
 KE1515'THE GROUND, IT IS ALONG SIDE A FIELD WHICH IS SUBJECT TO ROW CROPS OR
 KE1515'PASTURE REFERENCE MARKS NO 1 AND NO 3 ARE BOTH IN PLACE BUT ARE LOOSE.
 KE1515'THE AZIMUTH MARK OF 1948 WAS DESTROYED WHEN A UNDERGROUND CABLE WAS
 KE1515'INSTALLED.  A NEW AZIMUTH MARK WAS SET, THE NEW AZIMUTH FROM BUNSE
 KE1515'1934 TO BUNSE AZIMUTH NO.  3 1991 IS 221 DEG.  49 MIN.  54.4 SEC.  TO
 KE1515'REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 6 AND ROUTE Z IN
 KE1515'THE COMMUNITY OF SAN ANTONIO, GO NORTH ALONG ROUTE Z FOR 7 MI (11.3
 KE1515'KM) TO A FIELD ENTERANCE ON THE RIGHT.  TURN RIGHT AT THE ENTERENCE
 KE1515'AND GO SOUTH ALONG A FIELD ROAD FOR 0.4 MI (0.6 KM) TO THE STATION ON
 KE1515'THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF HIGHWAY
 KE1515'6 AND ROUTE Z IN THE COMMUNITY OF SAN ANTONIO, GO NORTH ALONG ROUTE Z
 KE1515'FOR 6.1 MI (9.8 KM) TO THE TOP OF A SMALL HILL AND THE AZIMUTH MARK ON
 KE1515'THE LEFT.  IT IS 10 FT (3.0 M) NORTH OF A POWERPOLE, 16 FT (4.9 M)
 KE1515'NORTH OF A GATE POST, 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST,
 KE1515'32.5 FT (9.9 M) WEST OF THE CENTERLINE OF ROUTE Z.
 KE1515
 KE1515                          STATION RECOVERY (1996)
 KE1515
 KE1515'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 KE1515'ALL MARKS ARE NGS OR USC AND GS DISKS IN CONCRETE POSTS.  RM S 1 AND 3
 KE1515'WERE REPORTED IN PLACE BUT LOOSE IN 1991. THE STATION IS LOCATED ON A
 KE1515'HILLTOP IN AN AGRICULTURAL FIELD ABOUT 1 MI (1.6 KM) ESE OF COSBY, MO.
 KE1515'IT IS 12 IN BELOW GROUND, 84.5 FT (25.8 M) SOUTH OF RM 1, 2 FT (0.6 M)
 KE1515'WEST OF A CARSONITE WITNESS POST AT THE FENCE AND 115 FT (35.1 M)
 KE1515'NORTH OF RM 3.  RM 1 IS 2.5 FT (0.8 M) WEST OF THE N-S FENCE AND RM 3
 KE1515'IS 1 FT (0.3 M) WEST OF THE N-S FENCE. THE AZIMUTH MARK IS ABOUT 0.35
 KE1515'MI (0.56 KM) SOUTHWEST ON THE WEST R/W OF ROUTE Z AT THE TOP OF A
 KE1515'SMALL HILL CREST IT IS 32.5 FT (9.9 M) WEST OF THE CENTER LINE, 16 FT
 KE1515'(4.9 M) NORTH OF A GATE POST, 10 FT (3.0 M) NORTH OF A POWER POLE AND
 KE1515'1 FT (0.3 M) EAST OF A CARSONITE WITNESS POST. TO REACH THE AZIMUTH
 KE1515'MARK FROM THE JUNCTION OF MISSOURI HIGHWAY 6 AND ROUTE Z (ABOUT 7 MI
 KE1515'(11.3 KM) EAST OF THE CENTER OF ST.  JOSEPH, MO AND AT THE SMALL
 KE1515'COMMUNITY OF SAN ANTONIO) , GO NORTHERLY ON ROUTE Z FOR 6.1 MI (9.8
 KE1515'KM) TO THE TOP OF A RISE AND AZIMUTH MARK ON THE LEFT (WEST) SIDE AS
 KE1515'DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK, GO NORTH FOR
 KE1515'0.65 MI (1.05 KM) TO Y-JUNCTION WITH ROUTE O, TURN RIGHT AND CONTINUE
 KE1515'EAST ON Z FOR 0.25 MI (0.40 KM) TO FIELD ENTRANCE ON THE RIGHT (SOUTH)
 KE1515'. TURN RIGHT AND GO SOUTH ALONG FENCE FOR 0.4 MI (0.6 KM) TO STATION
 KE1515'AS DESCRIBED. OWNER SHOULD BE CONTACTED PRIOR TO USE OF STATION.
 KE1515'OWNER IS MR.  LARRY BUNSE ROUTE 1 - BOX 85 COSBY, MO 64436 TEL (816)
 KE1515'378-3165 DATE OF REPORT 05-15-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1341 ***********************************************************************
 HD1341  DESIGNATION -  BURG
 HD1341  PID         -  HD1341
 HD1341  STATE/COUNTY-  MO/LAWRENCE
 HD1341  USGS QUAD   -  EVERTON (1975)
 HD1341
 HD1341                         *CURRENT SURVEY CONTROL
 HD1341  ___________________________________________________________________
 HD1341* NAD 83(1997)-  37 15 14.64793(N)    093 38 14.81759(W)     ADJUSTED  
 HD1341* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 HD1341  ___________________________________________________________________
 HD1341  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 HD1341  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HD1341
 HD1341  HORZ ORDER  -  THIRD
 HD1341
 HD1341.The horizontal coordinates were established by classical geodetic methods
 HD1341.and adjusted by the National Geodetic Survey in February 2000..
 HD1341
 HD1341.The orthometric height was scaled from a topographic map.
 HD1341
 HD1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1341
 HD1341.The geoid height was determined by GEOID03.
 HD1341
 HD1341;                    North         East     Units Scale Factor Converg.
 HD1341;SPC MO W     -   121,013.023   926,517.146   MT  1.00001327   +0 31 19.8
 HD1341;SPC MO C     -   158,253.625   399,096.538   MT  1.00005871   -0 41 19.0
 HD1341;UTM  15      - 4,123,248.023   443,471.222   MT  0.99963936   -0 23 09.2
 HD1341
 HD1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1341!SPC MO W     -   0.99994799  x   1.00001327  =   0.99996126
 HD1341!SPC MO C     -   0.99994799  x   1.00005871  =   1.00000670
 HD1341!UTM  15      -   0.99994799  x   0.99963936  =   0.99958737
 HD1341
 HD1341|---------------------------------------------------------------------|
 HD1341| PID    Reference Object                     Distance      Geod. Az  |
 HD1341|                                                           dddmmss.s |
 HD1341| CN5796 BURG RM 1                            10.968 METERS 00731     |
 HD1341| CN5795 BURG AZ MK                                         0383210.2 |
 HD1341| CN5797 BURG RM 2                            12.123 METERS 25827     |
 HD1341| HD1340 EVERTON RADIO STA KAJ 71 TWR        APPROX. 7.8 KM 3163833.8 |
 HD1341|---------------------------------------------------------------------|
 HD1341
 HD1341                          SUPERSEDED SURVEY CONTROL
 HD1341
 HD1341  NAD 83(1997)-  37 15 14.64829(N)    093 38 14.81770(W) AD(       ) 3
 HD1341  NAD 83(1997)-  37 15 14.65943(N)    093 38 14.81963(W) AD(       ) 3
 HD1341  NAD 83(1986)-  37 15 14.66061(N)    093 38 14.81798(W) AD(       ) 3
 HD1341  NAD 27      -  37 15 14.48640(N)    093 38 14.09630(W) AD(       ) 3
 HD1341
 HD1341.Superseded values are not recommended for survey control.
 HD1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1341.See file dsdata.txt to determine how the superseded data were derived.
 HD1341
 HD1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4347123248(NAD 83)
 HD1341_MARKER: DS = TRIANGULATION STATION DISK
 HD1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1341
 HD1341  HISTORY     - Date     Condition        Report By
 HD1341  HISTORY     - 1960     MONUMENTED       CGS
 HD1341
 HD1341                          STATION DESCRIPTION
 HD1341
 HD1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1341'THE STATION IS ABOUT 4.0 MILES NORTH OF HALLTOWN, 1-3/4 MILES
 HD1341'NORTHEAST OF LAWRENCEBURG, IN THE SOUTHEAST QUARTER OF SECTION 2,
 HD1341'T 29 N, R 25 W, AND ON PROPERTY OWNED BY MR. ROSS COMPTON.
 HD1341'
 HD1341'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND
 HD1341'COUNTY ROUTE Z ON THE EAST EDGE OF THE SMALL TOWN OF HALLTOWN, GO
 HD1341'NORTH ON ROUTE Z FOR 2.4 MILES TO WHERE ROUTE Z CURVES TO THE LEFT
 HD1341'AND A GRAVEL ROAD CONTINUES STRAIGHT AHEAD.  BEAR LEFT AND FOLLOW
 HD1341'ROUTE Z WESTERLY FOR 0.8 MILE TO A CROSSROAD WITH AN OLD SCHOOL
 HD1341'HOUSE IN THE SOUTHEAST ANGLE.  TURN RIGHT AND GO NORTH ON A
 HD1341'GRAVEL ROAD FOR 1.0 MILE TO A CROSSROAD.  CONTINUE NORTH ON THE
 HD1341'GRAVEL ROAD FOR 0.65 MILE TO A FARM HOUSE AND THE STATION ON
 HD1341'THE LEFT.
 HD1341'
 HD1341'STATION MARKS ARE STANDARD DISKS STAMPED BURG 1960.  THE
 HD1341'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 2 INCHES BELOW
 HD1341'THE SURFACE OF THE GROUND.  IT IS 59.5 FEET NORTHEAST OF THE
 HD1341'NORTHEAST CORNER OF THE HOUSE, 27.5 FEET SOUTH OF A POWER
 HD1341'POLE WITH A TRANSFORMER, 21 FEET WEST OF THE CENTER OF THE
 HD1341'GRAVEL ROAD, 10 FEET NORTHWEST OF THE SOUTHEAST FENCE CORNER,
 HD1341'9 FEET NORTH OF THE EAST-WEST FENCE, 5.5 FEET WEST OF THE
 HD1341'NORTH-SOUTH FENCE AND 5.5 FEET WEST OF A METAL WITNESS POST.
 HD1341'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HD1341'30 INCHES BELOW THE SURFACE OF THE GROUND.
 HD1341'
 HD1341'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURG NO 1 1960, IS
 HD1341'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HD1341'GROUND.  IT IS 16.5 FEET WEST OF THE CENTER OF THE GRAVEL ROAD,
 HD1341'9 FEET NORTH OF THE POWER POLE WITH A TRANSFORMER AND 2 FEET WEST
 HD1341'OF THE NORTH-SOUTH FENCE.
 HD1341'
 HD1341'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BURG NO 2 1960,
 HD1341'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HD1341'THE GROUND.  IT IS 44 FEET WEST OF THE SOUTHEAST FENCE CORNER,
 HD1341'27 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 13
 HD1341'FEET EAST OF A POWER POLE ON THE NORTH SIDE OF THE HOUSE
 HD1341'AND 1 FOOT NORTH OF THE EAST-WEST FENCE.
 HD1341'
 HD1341'AZIMUTH MARK, A STANDARD DISK STAMPED BURG 1960, IS SET IN A
 HD1341'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 38 FEET
 HD1341'SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 15 FEET WEST
 HD1341'OF THE SOUTH END OF A WIRE GATE, 5 FEET EAST OF A POWER POLE, 2
 HD1341'FEET WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF AN
 HD1341'EAST-WEST FENCE.
 HD1341'
 HD1341'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 HD1341'GRAVEL ROAD FOR 0.3 MILE TO WHERE ROAD TURNS RIGHT.  TURN RIGHT
 HD1341'AND FOLLOW THE GRAVEL ROAD EAST FOR 0.25 MILE TO WHERE THE ROAD
 HD1341'TURNS LEFT AND THE AZIMUTH MARK ON THE RIGHT IN THE FENCE.
 HD1341'
 HD1341'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0888 ***********************************************************************
 GF0888  DESIGNATION -  BURK
 GF0888  PID         -  GF0888
 GF0888  STATE/COUNTY-  MO/LAWRENCE
 GF0888  USGS QUAD   -  AURORA (1974)
 GF0888
 GF0888                         *CURRENT SURVEY CONTROL
 GF0888  ___________________________________________________________________
 GF0888* NAD 83(1997)-  36 55 29.42127(N)    093 37 59.79419(W)     ADJUSTED  
 GF0888* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 GF0888  ___________________________________________________________________
 GF0888  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 GF0888  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GF0888
 GF0888  HORZ ORDER  -  FIRST
 GF0888
 GF0888.The horizontal coordinates were established by classical geodetic methods
 GF0888.and adjusted by the National Geodetic Survey in February 2000..
 GF0888
 GF0888.The orthometric height was scaled from a topographic map.
 GF0888
 GF0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0888
 GF0888.The geoid height was determined by GEOID03.
 GF0888
 GF0888;                    North         East     Units Scale Factor Converg.
 GF0888;SPC MO W     -    84,479.723   927,220.692   MT  1.00001461   +0 31 14.6
 GF0888;SPC MO C     -   121,711.972   399,030.874   MT  1.00005888   -0 40 51.2
 GF0888;UTM  15      - 4,086,721.859   443,597.843   MT  0.99963919   -0 22 49.7
 GF0888
 GF0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0888!SPC MO W     -   0.99993799  x   1.00001461  =   0.99995260
 GF0888!SPC MO C     -   0.99993799  x   1.00005888  =   0.99999687
 GF0888!UTM  15      -   0.99993799  x   0.99963919  =   0.99957720
 GF0888
 GF0888:                Primary Azimuth Mark                     Grid Az
 GF0888:SPC MO W     -  CRANE MUNICIPAL TANK                     105 38 50.9
 GF0888:SPC MO C     -  CRANE MUNICIPAL TANK                     106 50 56.7
 GF0888:UTM  15      -  CRANE MUNICIPAL TANK                     106 32 55.2
 GF0888
 GF0888|---------------------------------------------------------------------|
 GF0888| PID    Reference Object                     Distance      Geod. Az  |
 GF0888|                                                           dddmmss.s |
 GF0888| GF0878 CRANE MUNICIPAL TANK                APPROX. 5.9 KM 1061005.5 |
 GF0888| CI1308 BURK AZ MK                                         1111107.1 |
 GF0888| CI1309 BURK RM 1                            23.845 METERS 21342     |
 GF0888| GF0889 AURORA EMPIRE DISTRICT ELEC TK      APPROX. 9.3 KM 3032751.4 |
 GF0888| GF0885 AURORA MFA MILLING CO TANK          APPROX. 9.9 KM 3044037.8 |
 GF0888| CI1310 BURK RM 2                            20.067 METERS 30900     |
 GF0888|---------------------------------------------------------------------|
 GF0888
 GF0888                          SUPERSEDED SURVEY CONTROL
 GF0888
 GF0888  NAD 83(1997)-  36 55 29.42199(N)    093 37 59.79416(W) AD(       ) 1
 GF0888  NAD 83(1997)-  36 55 29.42300(N)    093 37 59.79446(W) AD(       ) 1
 GF0888  NAD 83(1997)-  36 55 29.43153(N)    093 37 59.79497(W) AD(       ) 1
 GF0888  NAD 83(1986)-  36 55 29.43299(N)    093 37 59.79435(W) AD(       ) 1
 GF0888  NAD 27      -  36 55 29.22660(N)    093 37 59.06980(W) AD(       ) 1
 GF0888
 GF0888.Superseded values are not recommended for survey control.
 GF0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0888.See file dsdata.txt to determine how the superseded data were derived.
 GF0888
 GF0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4359886722(NAD 83)
 GF0888_MARKER: DS = TRIANGULATION STATION DISK
 GF0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0888+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 GF0888
 GF0888  HISTORY     - Date     Condition        Report By
 GF0888  HISTORY     - 1959     MONUMENTED       CGS
 GF0888  HISTORY     - 20021004 GOOD             GEOCAC
 GF0888
 GF0888                          STATION DESCRIPTION
 GF0888
 GF0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0888'THE STATION IS ABOUT 6 MILES SOUTHEAST OF AURORA, AND 6 MILES
 GF0888'SOUTH OF MARIONVILLE IN THE SE 1/4 OF SEC. 26, T. 26 N., R. 25 W.,
 GF0888'ON THE PROPERTY OF MR. CHARLES F. BURK JR.  IT IS SET IN AN
 GF0888'EAST-WEST FENCE LINE, 67 FEET SOUTHEAST OF A FENCE CORNER,
 GF0888'26 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, AND 9 FEET
 GF0888'EAST OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GF0888'IS STAMPED BURK 1959.
 GF0888'
 GF0888'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GF0888'STATE HIGHWAY 39 IN AURORA, GO SOUTH ON HIGHWAY 39 FOR 3.3 MILES
 GF0888'TO A PAVED CROSSROAD AT BARRY-LAWERENCE COUNTY LINE (STORE IN
 GF0888'NE ANGLE OF INTERSECTION).  TURN LEFT AND GO EAST ON THE PAVED
 GF0888'ROAD FOR 2.05 MILES TO A GRAVELED CROSSROAD.  CONTINUE EAST
 GF0888'ON THE PAVED ROAD FOR 2.15 MILES TO A GRAVELED CROSSROAD*
 GF0888'AND THE U.S. GEOLOGICAL SURVEY MARK ON THE RIGHT.  TURN LEFT
 GF0888'AND GO NORTH ON THE GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON
 GF0888'THE RIGHT.
 GF0888'
 GF0888'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED CROSSROAD, GO EAST
 GF0888'ON THE GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 GF0888'
 GF0888'REFERENCE MARK 1 IS 108 FEET SOUTH OF A FENCE CORNER, 23 FEET
 GF0888'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT EAST OF
 GF0888'A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0888'BURK NO 1 1959.
 GF0888'
 GF0888'REFERENCE MARK 2 IS 17 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 GF0888'ROAD, 1 FOOT SOUTHEAST OF A FENCE CORNER, AND 3 FEET SOUTH OF A
 GF0888'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 GF0888'STAMPED BURK NO 2 1959.
 GF0888'
 GF0888'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTERLINE OF A
 GF0888'GRAVELED ROAD, 1 FOOT NORTH OF A FENCE, 1 FOOT NORTHWEST OF A
 GF0888'TELEPHONE POLE, AND 2 FEET WEST OF A WITNESS POST.  THE MONUMENT
 GF0888'PROJECTS 2 INCHES AND THE DISK IS STAMPED BURK 1959.
 GF0888'
 GF0888'(USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 GF0888'PRIM. TRAV. STA. NO 11 1909 MISSOURI RIVETED TO THE TOP OF A 3
 GF0888'INCH IRON PIPE PROJECTING 12 INCHES.  IT IS 52 FEET WEST OF A
 GF0888'POWER POLE, 24 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 GF0888'17 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 7 FEET WEST
 GF0888'OF THE SOUTH END OF A CULVERT, AND 5 FEET NORTH OF A FENCE
 GF0888'CORNER.
 GF0888'
 GF0888'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GF0888
 GF0888                          STATION RECOVERY (2002)
 GF0888
 GF0888'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0888'STATION,AZIMUTH,REF.1,REF.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1897 ***********************************************************************
 JE1897  DESIGNATION -  BURNETT
 JE1897  PID         -  JE1897
 JE1897  STATE/COUNTY-  MO/BATES
 JE1897  USGS QUAD   -  BUTLER SOUTH (1991)
 JE1897
 JE1897                         *CURRENT SURVEY CONTROL
 JE1897  ___________________________________________________________________
 JE1897* NAD 83(1997)-  38 10 51.88271(N)    094 21 04.12239(W)     ADJUSTED  
 JE1897* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 JE1897  ___________________________________________________________________
 JE1897  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 JE1897  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JE1897
 JE1897  HORZ ORDER  -  THIRD
 JE1897
 JE1897.The horizontal coordinates were established by classical geodetic methods
 JE1897.and adjusted by the National Geodetic Survey in February 2000..
 JE1897
 JE1897.The orthometric height was scaled from a topographic map.
 JE1897
 JE1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1897
 JE1897.The geoid height was determined by GEOID03.
 JE1897
 JE1897;                    North         East     Units Scale Factor Converg.
 JE1897;SPC MO W     -   223,558.635   863,041.314   MT  0.99994327   +0 05 31.3
 JE1897;UTM  15      - 4,226,768.969   381,662.742   MT  0.99977247   -0 50 07.1
 JE1897
 JE1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1897!SPC MO W     -   0.99996343  x   0.99994327  =   0.99990670
 JE1897!UTM  15      -   0.99996343  x   0.99977247  =   0.99973591
 JE1897
 JE1897|---------------------------------------------------------------------|
 JE1897| PID    Reference Object                     Distance      Geod. Az  |
 JE1897|                                                           dddmmss.s |
 JE1897| CN5799 BURNETT RM 1                         17.105 METERS 10220     |
 JE1897| CN5801 BURNETT RM 3                         25.802 METERS 15345     |
 JE1897| JE1902 SMITH                               APPROX.11.3 KM 2194543.6 |
 JE1897| CN5800 BURNETT RM 2                         17.155 METERS 26148     |
 JE1897| CN5798 BURNETT AZ MK                                      3441635.8 |
 JE1897|---------------------------------------------------------------------|
 JE1897
 JE1897                          SUPERSEDED SURVEY CONTROL
 JE1897
 JE1897  NAD 83(1997)-  38 10 51.88286(N)    094 21 04.12239(W) AD(       ) 3
 JE1897  NAD 83(1997)-  38 10 51.89144(N)    094 21 04.12022(W) AD(       ) 3
 JE1897  NAD 83(1986)-  38 10 51.89155(N)    094 21 04.11969(W) AD(       ) 3
 JE1897  NAD 27      -  38 10 51.79300(N)    094 21 03.29100(W) AD(       ) 3
 JE1897
 JE1897.Superseded values are not recommended for survey control.
 JE1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1897.See file dsdata.txt to determine how the superseded data were derived.
 JE1897
 JE1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8166326769(NAD 83)
 JE1897_MARKER: DS = TRIANGULATION STATION DISK
 JE1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1897_STAMPING: BURNETT 1948
 JE1897_MARK LOGO: CGS   
 JE1897_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JE1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1897
 JE1897  HISTORY     - Date     Condition        Report By
 JE1897  HISTORY     - 1948     MONUMENTED       CGS
 JE1897  HISTORY     - 1961     GOOD             MOHC
 JE1897  HISTORY     - 1965     GOOD             CGS
 JE1897  HISTORY     - 1966     GOOD             CGS
 JE1897  HISTORY     - 19870410 GOOD             NGS
 JE1897
 JE1897                          STATION DESCRIPTION
 JE1897
 JE1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1897'STATION IS LOCATED ABOUT 5.5 MILES SOUTH AND 1 MILE WEST
 JE1897'OF BUTLER ON THE EAST SLOPE OF A MOUND ABOUT 150 YARDS SOUTHEAST
 JE1897'OF AN OLD ROCK QUARRY.  IT IS 11 FEET NORTH OF AN EAST-WEST
 JE1897'FENCE LINE AND WITNESS POST AND IS STAMPED BURNETT 1948,
 JE1897'FLUSH WITH THE GROUND.
 JE1897'
 JE1897'REFERENCE MARK NO. 1 IS 6 INCHES NORTH OF THE EAST-WEST
 JE1897'FENCE AND 38.5 FEET WEST OF A 12-INCH OAK TREE.  IT IS STAMPED
 JE1897'BURNETT NO 1 1948 AND IS FLUSH WITH THE GROUND.
 JE1897'
 JE1897'REFERENCE MARK NO. 2 IS NEAR THE HIGHEST POINT OF THE MOUND,
 JE1897'1 FOOT NORTH OF THE EAST-WEST FENCE AND 8.5 FEET OF A WALNUT
 JE1897'TREE USED AS A FENCE POST.  IT IS STAMPED BURNETT NO 2 1948
 JE1897'AND IS FLUSH WITH THE GROUND.
 JE1897'
 JE1897'AZIMUTH MARK IS 43.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 JE1897'71, ABOUT 50 YARDS SOUTH OF TWO SMALL CABINS AND 1 FOOT
 JE1897'NORTHEAST OF A WITNESS POST.  IT IS STAMPED BURNETT 1948
 JE1897'AND PROJECTS 4 INCHES.
 JE1897'
 JE1897'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 JE1897'ROUTE 52 AT THE WEST EDGE OF BUTLER, GO SOUTH ON U.S. 71
 JE1897'FOR 2.6 MILES TO WHERE STATE ROUTE 52 TURNS EAST, CONTINUE
 JE1897'SOUTH ON U.S. 71 FOR 2.65 MILES TO THE AZIMUTH MARK ON THE
 JE1897'RIGHT, CONTINUE SOUTH FOR 0.35 MILE TO AN OLD STORE BUILDING
 JE1897'ON THE LEFT, TURN LEFT THROUGH THE BOARD GATE JUST SOUTH
 JE1897'OF THE STORE BUILDING AND FOLLOW TRACK ROAD NORTHEAST AND
 JE1897'EAST FOR 0.2 MILE TO AN ABANDONED ROCK QUARRY ON THE LEFT.
 JE1897'THE STATION IS ABOUT 75 YARDS SOUTHEAST OF THE TRACK ROAD
 JE1897'ON THE EAST SLOPE OF A MOUND.
 JE1897'
 JE1897'AN 87 FOOT SIGNAL AT SMITH 1934 IS VISIBLE AT 30 FEET.
 JE1897'
 JE1897'AN 87 FOOT SIGNAL AT SKELLY 1934 IS VISIBLE AT 30 FEET.
 JE1897'
 JE1897'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1897
 JE1897                          STATION RECOVERY (1961)
 JE1897
 JE1897'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 JE1897'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.  DESCRIPTION
 JE1897'AFTER REACHING OLD STORE BUILDING ON LEFT SHOULD READ THEN
 JE1897'SOUTHEAST FROM STORE ON TRAIL APPROXIMATELY 200 FT, MAKE
 JE1897'A 180 DEG TURN IN FRONT OF GARAGE AND FOLLOW TRAIL TO THE
 JE1897'NORTHEAST TO A POINT WHERE THE FENCE ON THE RIGHT MAKES A
 JE1897'RIGHT ANGLE TURN TO THE EAST, FOLLOW FENCE OVER CREST OF
 JE1897'HILL TO WITNESS POST.  STATION IS 11 FT NORTH OF WITNESS POST.
 JE1897
 JE1897                          STATION RECOVERY (1965)
 JE1897
 JE1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JE1897'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 JE1897'IT IS ON THE NORTHEAST SLOPE OF THE HIGHEST HILL IN THE
 JE1897'VICINITY AND IS ABOUT 0.15 MILE EAST OF U.S. HIGHWAY 71.
 JE1897'THE STATION MARK IS ABOUT 50 FEET WEST OF A TREE USED FOR
 JE1897'FENCE CORNER OF NEW FENCE AND 11 FEET NORTH OF AN OLD FENCE
 JE1897'AND WOODEN WITNESS POST.  R.M. NO. 1 IS 9 FEET SOUTHEAST
 JE1897'OF TREE AND FENCE CORNER AND 6 FEET EAST OF NORTH-SOUTH FENCE.
 JE1897'
 JE1897'THE AZIMUTH MARK IS 43.5 FEET WEST OF THE CENTERLINE OF
 JE1897'THE WEST LANE OF U.S. 71 AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 JE1897'
 JE1897'NO ROAD WAS FOUND LEADING TO THE STATION FROM THE WEST.  IT
 JE1897'MAY BE POSSIBLE TO APPROACH THE SITE FROM THE EAST BY TRUCK.
 JE1897'
 JE1897'THE AZIMUTH MARK IS ABOUT 2.4 MILES SOUTH OF THE JUNCTION
 JE1897'OF U.S. 71 AND STATE HIGHWAY 52, 1.1 MILES SOUTH OF POINT
 JE1897'WHERE U.S. 71 BECOMES A FOUR-LANE HIGHWAY AND ABOUT 0.25
 JE1897'MILE SOUTH OF A CONCRETE BRIDGE.  THE STATION IS ON SUMMIT
 JE1897'OF HILL ABOUT 0.3 MILE SOUTHEAST OF THE AZIMUTH MARK.
 JE1897
 JE1897                          STATION RECOVERY (1966)
 JE1897
 JE1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JE1897'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JE1897'THE HILL THE STATION IS ON IS NOW BARREN AND IS BEING USED
 JE1897'FOR A BORROW PIT FOR CONSTRUCTION ON U.S. HIGHWAY 71.
 JE1897'
 JE1897'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED
 JE1897'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD TO
 JE1897'BE DESTROYED.
 JE1897'
 JE1897'THE AZIMUTH MARK WAS NOT VISIBLE FROM THE STATION AND WOULD
 JE1897'TAKE CONSIDERABLE AMOUNT OF CLEARING TO BE MADE VISIBLE.
 JE1897'
 JE1897'THE 1965 TO REACH WAS ADEQUATE FOR RECOVERY.
 JE1897'
 JE1897'REFERENCE MARK NO. 3 WAS SET.
 JE1897'
 JE1897'FOLLOWING ARE NOTES FOR ALL MARKS.
 JE1897'
 JE1897'STATION MARK, A STANDARD DISK STAMPED BURNETT 1948, IS SET
 JE1897'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 JE1897'THE SURFACE OF THE GROUND.  IT IS ON THE NORTHEAST SLOPE
 JE1897'OF HILL, 50 FEET WEST OF A NORTH-SOUTH FENCE AND A TREE
 JE1897'USED FOR A CORNER FENCE POST, AND 1 FOOT SOUTH OF A METAL
 JE1897'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JE1897'
 JE1897'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURNETT NO.
 JE1897'1 1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JE1897'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 9 FEET SOUTHEAST
 JE1897'OF THE TREE USED FOR A CORNER FENCE POST, 6.5 FEET EAST
 JE1897'OF A NORTH-SOUTH FENCE, AND 4 FEET SOUTH OF AN EAST-WEST FENCE.
 JE1897'
 JE1897'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BURNETT 1948
 JE1897'NO. 3 1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 JE1897'WHICH PROJECTS 1 INCH.  IT IS 1.5 FEET WEST OF THE NORTH-SOUTH
 JE1897'FENCE.
 JE1897'
 JE1897'AZIMUTH MARK, A STANDARD DISK STAMPED BURNETT 1948, IS SET
 JE1897'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 JE1897'IT IS 0.3 MILE NORTHWEST OF STATION, 43.5 FEET WEST OF THE
 JE1897'CENTERLINE OF THE WEST LANE OF U.S. HIGHWAY 71, AND 1 FOOT
 JE1897'SOUTH OF A METAL WITNESS POST.
 JE1897'
 JE1897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5-1/2
 JE1897'MILES SOUTH OF BUTLER.
 JE1897
 JE1897                          STATION RECOVERY (1987)
 JE1897
 JE1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (LJK)
 JE1897'THE STATION, REFERENCE MARKS 1 AND 3, AND AZIMUTH MARK WERE RECOVERED
 JE1897'IN GOOD CONDITION.  THE AZIMUTH MARK IS GOING TO BE DESTROYED,
 JE1897'THEREFORE AZIMUTH MARK 2 WAS SET AT THIS TIME.  AZIMUTH MARK NO 2 IS A
 JE1897'STANDARD NGS AZIMUTH MARK DISK STAMPED BURNETT NO 2 1987, SET INTO A
 JE1897'SQUARE CONCRETE MONUMTNE 16 INCHES ON SIDE FLUSH WITH GROUND. BURNETT
 JE1897'NO 2 1987 IS A STANDARD AZIMUTH MARK DISK STAMPED BURNETT NO 2 1987,
 JE1897'IS SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 JE1897'IS 0.3 MI (0.5 KM) NORTHWEST OF STATION, 75 FT (22.9 M) WEST OF THE
 JE1897'CENTERLINE OF THE WEST LANE OF US HIGHWAY 71 AND 1 FT (0.3 M) SOUTH OF
 JE1897'A METAL WITNESS POST.  AZIMUTH MARK IS ABOUT 2.2 MI (3.5 KM) SOUTH OF
 JE1897'THE JUNCTION OF US 71 AND STATE HIGHWAY 52 AND 1350 FT (411.5 M) NORTH
 JE1897'OF BRIDGE OVER MIAMI CREEK.  ELEVATION + 770.050 FT (234.712 M) ABOVE
 JE1897'SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1350 ***********************************************************************
 HD1350  DESIGNATION -  BURSON
 HD1350  PID         -  HD1350
 HD1350  STATE/COUNTY-  MO/LAWRENCE
 HD1350  USGS QUAD   -  MILLER (1971)
 HD1350
 HD1350                         *CURRENT SURVEY CONTROL
 HD1350  ___________________________________________________________________
 HD1350* NAD 83(1997)-  37 13 47.13865(N)    093 52 27.62131(W)     ADJUSTED  
 HD1350* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 HD1350  ___________________________________________________________________
 HD1350  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 HD1350  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 HD1350
 HD1350  HORZ ORDER  -  FIRST
 HD1350
 HD1350.The horizontal coordinates were established by classical geodetic methods
 HD1350.and adjusted by the National Geodetic Survey in February 2000..
 HD1350
 HD1350.The orthometric height was scaled from a topographic map.
 HD1350
 HD1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1350
 HD1350.The geoid height was determined by GEOID03.
 HD1350
 HD1350;                    North         East     Units Scale Factor Converg.
 HD1350;SPC MO W     -   118,150.145   905,520.125   MT  0.99997913   +0 22 42.8
 HD1350;UTM  15      - 4,120,719.031   422,438.621   MT  0.99967410   -0 31 44.4
 HD1350
 HD1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1350!SPC MO W     -   0.99993890  x   0.99997913  =   0.99991803
 HD1350!UTM  15      -   0.99993890  x   0.99967410  =   0.99961302
 HD1350
 HD1350|---------------------------------------------------------------------|
 HD1350| PID    Reference Object                     Distance      Geod. Az  |
 HD1350|                                                           dddmmss.s |
 HD1350| CN5803 BURSON RM 1                           8.833 METERS 10744     |
 HD1350| HD1352 MILLER MUNICIPAL TANK               APPROX. 3.5 KM 1191304.8 |
 HD1350| CN5804 BURSON RM 2                           8.884 METERS 18350     |
 HD1350| CN5802 BURSON AZ MK                                       1950415.0 |
 HD1350| HD1375 MEINERT ZION LUTH CH CROSS          APPROX.15.7 KM 3184138.4 |
 HD1350|---------------------------------------------------------------------|
 HD1350
 HD1350                          SUPERSEDED SURVEY CONTROL
 HD1350
 HD1350  NAD 83(1997)-  37 13 47.13926(N)    093 52 27.62138(W) AD(       ) 1
 HD1350  NAD 83(1997)-  37 13 47.14910(N)    093 52 27.62245(W) AD(       ) 1
 HD1350  NAD 83(1986)-  37 13 47.15109(N)    093 52 27.62035(W) AD(       ) 1
 HD1350  NAD 27      -  37 13 46.96180(N)    093 52 26.86230(W) AD(       ) 1
 HD1350
 HD1350.Superseded values are not recommended for survey control.
 HD1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1350.See file dsdata.txt to determine how the superseded data were derived.
 HD1350
 HD1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB2243920719(NAD 83)
 HD1350_MARKER: DS = TRIANGULATION STATION DISK
 HD1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1350
 HD1350  HISTORY     - Date     Condition        Report By
 HD1350  HISTORY     - 1959     MONUMENTED       CGS
 HD1350  HISTORY     - 1960     GOOD             CGS
 HD1350
 HD1350                          STATION DESCRIPTION
 HD1350
 HD1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1350'THE STATION IS ABOUT 10 MILES NORTH OF MOUNT VERNON, ABOUT 2
 HD1350'MILES NORTHWEST OF MILLER, IN THE NORTHEAST 1/4 OF SECTION
 HD1350'16, T 29 N, R 27 W, AND ON LAND OWNED BY MR. JOHN BURSON.  IT IS
 HD1350'130 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE HOUSE
 HD1350'FOUNDATION, 31 FEET WEST OF A POWER POLE, 10 FEET WEST OF A TRACK
 HD1350'ROAD, 4 FEET SOUTHEAST OF A WITNESS POST AND 2 FEET EAST OF A
 HD1350'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BURSON
 HD1350'1959.
 HD1350'
 HD1350'TO REACH THE STATION FROM THE MILLER HIGH SCHOOL IN MILLER, GO
 HD1350'SOUTH ON STATE HIGHWAY 39 FOR 0.15 MILE TO A CROSSROAD.  TURN
 HD1350'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.6 MILES TO A SIDE
 HD1350'ROAD RIGHT*.  TURN RIGHT AND GO NORTH ON A FARM GRAVELED
 HD1350'ROAD FOR 0.55 MILE TO A WHITE HOUSE ON THE RIGHT AND THE END
 HD1350'OF THE GRAVELED ROAD.  CONTINUE NORTH ON A TRACK ROAD ON THE
 HD1350'EAST SIDE OF A FENCE FOR 0.2 MILE TO THE STATION MARK ON THE
 HD1350'LEFT AS DESCRIBED.
 HD1350'
 HD1350'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON THE
 HD1350'GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT
 HD1350'AS DESCRIBED.
 HD1350'
 HD1350'REFERENCE MARK 1 IS 32 FEET SOUTHEAST OF A WITNESS POST, 16
 HD1350'FEET EAST OF A TRACK ROAD AND 3 FEET WEST OF A POWER POLE.
 HD1350'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BURSON
 HD1350'NO 1 1959.
 HD1350'
 HD1350'REFERENCE MARK 2 IS 39 FEET SOUTHWEST OF A POWER POLE, 32 FEET
 HD1350'SOUTH OF A WITNESS POST, 12 FEET WEST OF THE TRACK ROAD AND
 HD1350'1 FOOT EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 HD1350'IS STAMPED BURSON NO 2 1959.
 HD1350'
 HD1350'THE AZIMUTH MARK IS ON ROAD RIGHT-OF-WAY.  IT IS 24 FEET NORTH
 HD1350'OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET WEST OF A WITNESS
 HD1350'POST, 2 FEET WEST OF A POWER POLE AND 1 FOOT SOUTH OF A FENCE.
 HD1350'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BURSON
 HD1350'1959.
 HD1350'
 HD1350'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HD1350
 HD1350                          STATION RECOVERY (1960)
 HD1350
 HD1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1350'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 HD1350'MARKS ARE IN GOOD CONDITION, THE DISTANCES AND DIRECTIONS
 HD1350'WERE VERIFIED, AND THE DESCRIPTION IS ENTIRELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1082 ***********************************************************************
 KD1082  DESIGNATION -  BURTON RESET
 KD1082  PID         -  KD1082
 KD1082  STATE/COUNTY-  MO/HOWARD
 KD1082  USGS QUAD   -  BURTON (1978)
 KD1082
 KD1082                         *CURRENT SURVEY CONTROL
 KD1082  ___________________________________________________________________
 KD1082* NAD 83(1997)-  39 10 23.84523(N)    092 36 52.69960(W)     ADJUSTED  
 KD1082* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 KD1082  ___________________________________________________________________
 KD1082  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 KD1082  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD1082
 KD1082  HORZ ORDER  -  SECOND
 KD1082
 KD1082.The horizontal coordinates were established by classical geodetic methods
 KD1082.and adjusted by the National Geodetic Survey in February 2000..
 KD1082
 KD1082.The orthometric height was scaled from a topographic map.
 KD1082
 KD1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1082
 KD1082.The geoid height was determined by GEOID03.
 KD1082
 KD1082;                    North         East     Units Scale Factor Converg.
 KD1082;SPC MO C     -   370,673.968   490,094.183   MT  0.99993454   -0 04 20.7
 KD1082;UTM  15      - 4,336,077.797   533,287.606   MT  0.99961364   +0 14 36.3
 KD1082
 KD1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1082!SPC MO C     -   0.99996620  x   0.99993454  =   0.99990074
 KD1082!UTM  15      -   0.99996620  x   0.99961364  =   0.99957985
 KD1082
 KD1082|---------------------------------------------------------------------|
 KD1082| PID    Reference Object                     Distance      Geod. Az  |
 KD1082|                                                           dddmmss.s |
 KD1082| CL8983 BURTON RM 1                          29.832 METERS 01248     |
 KD1082| KD1089 FAYETTE HOWARD CO CTHSE TWR         APPROX. 6.7 KM 2431852.6 |
 KD1082| KD1088 FAYETTE CENTRAL COLLEGE BELFRY      APPROX. 6.7 KM 2473325.7 |
 KD1082| CL8984 BURTON RM 2                          27.082 METERS 24907     |
 KD1082| KD1087 FAYETTE MUNICIPAL TANK              APPROX. 6.8 KM 2503210.9 |
 KD1082| CL8982 BURTON AZ MK                                       2703313.6 |
 KD1082| CL8985 BURTON RM 3                          20.353 METERS 28531     |
 KD1082|---------------------------------------------------------------------|
 KD1082
 KD1082                          SUPERSEDED SURVEY CONTROL
 KD1082
 KD1082  NAD 83(1986)-  39 10 23.85228(N)    092 36 52.70346(W) AD(       ) 2
 KD1082  NAD 27      -  39 10 23.72430(N)    092 36 52.05070(W) AD(       ) 2
 KD1082
 KD1082.Superseded values are not recommended for survey control.
 KD1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1082.See file dsdata.txt to determine how the superseded data were derived.
 KD1082
 KD1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD3328836078(NAD 83)
 KD1082_MARKER: DS = TRIANGULATION STATION DISK
 KD1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1082
 KD1082  HISTORY     - Date     Condition        Report By
 KD1082  HISTORY     - 1949     MONUMENTED       CGS
 KD1082  HISTORY     - 1967     GOOD             CGS
 KD1082  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1082
 KD1082                          STATION DESCRIPTION
 KD1082
 KD1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1082'THE STATION IS LOCATED ABOUT 4 MILES EAST AND 2 MILES NORTH
 KD1082'OF THE TOWN OF FAYETTE ON THE RIGHT-OF-WAY OF A GRAVEL ROAD
 KD1082'WHERE IT MAKES A RIGHT ANGLE TURN TO THE NORTH.  IT IS 46
 KD1082'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 36 FEET NORTH
 KD1082'OF AN EAST-WEST FENCE LINE, 28 FEET SOUTHWEST OF A FENCE
 KD1082'CORNER AND IS WITNESSED BY A WHITE POST.  THE MARK IS STAMPED
 KD1082'BURTON 1949 AND IS SET FLUSH WITH THE GROUND.
 KD1082'
 KD1082'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE CENTERLINE OF
 KD1082'THE ROAD, 3 FEET WEST OF A FENCE LINE AND 2 FEET SOUTH OF
 KD1082'A TELEPHONE POLE.  THE MARK IS STAMPED BURTON NO 1 1949 AND
 KD1082'PROJECTS 3 INCHES.
 KD1082'
 KD1082'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTERLINE OF
 KD1082'THE ROAD, 16 FEET EAST OF A TELEPHONE POLE AND 2 FEET NORTH
 KD1082'OF A FENCE LINE.  THE MARK IS STAMPED BURTON NO 2 1949 AND
 KD1082'PROJECTS 3 INCHES.
 KD1082'
 KD1082'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF THE
 KD1082'ROAD, 2.5 FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A
 KD1082'TELEPHONE POLE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 KD1082'THE MARK IS STAMPED BURTON 1949 AND PROJECTS 4 INCHES.
 KD1082'
 KD1082'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KD1082'5 AND 240 AT THE SOUTHWEST CORNER OF THE SQUARE IN FAYETTE,
 KD1082'GO SOUTHEAST ON STATE HIGHWAY 240 FOR 1.1 MILES TO THE JUNCTION
 KD1082'WITH STATE HIGHWAY 124, TAKE LEFT FORK AND GO 0.75 MILE ON
 KD1082'STATE HIGHWAY 124 TO ITS JUNCTION WITH COUNTY ROUTE M, TURN
 KD1082'LEFT AND GO NORTH AND EAST ON COUNTY ROUTE M FOR 2.2 MILES
 KD1082'TO FORKS, TAKE RIGHT FORK STRAIGHT AHEAD (EAST) FOR 1.4
 KD1082'MILES (AZIMUTH MARK ON RIGHT AT THIS POINT), CONTINUE STRAIGHT
 KD1082'AHEAD FOR 0.25 MILES TO STATION ON THE RIGHT AS DESCRIBED.
 KD1082'
 KD1082'AN 87-FOOT SIGNAL AT SETTLE IS VISIBLE FROM THE GROUND.
 KD1082'
 KD1082'A 100-FOOT SIGNAL AT HENDRIX IS VISIBLE AT 10 FEET.
 KD1082'
 KD1082'A 4-FOOT SIGNAL AT FAYETTE IS VISIBLE AT 37 FEET.
 KD1082'
 KD1082'A 74-FOOT SIGNAL AT ARMSTRONG IS VISIBLE AT 10 FEET.
 KD1082'
 KD1082'AN 87-FOOT SIGNAL AT ROANOKE 1948 IS VISIBLE AT 37 FEET.
 KD1082'
 KD1082'A 100-FOOT SIGNAL AT HIGBEE 1948 IS VISIBLE AT 10 FEET.
 KD1082'
 KD1082'A 100-FOOT SIGNAL AT RUCKER IS VISIBLE AT 10 FEET.
 KD1082'
 KD1082'AN 87-FOOT SIGNAL AT HARRISBURG IS VISIBLE AT 37 FEET.
 KD1082'
 KD1082'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1082
 KD1082                          STATION RECOVERY (1967)
 KD1082
 KD1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1082'THE SURFACE STATION MARK AND R.M. NO. 2 HAD BEEN DESTROYED.
 KD1082'THE UNDERGROUND MARK, R.M. NO. 1 AND THE AZIMUTH MARK WERE
 KD1082'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW
 KD1082'SURFACE MARK AND ONE NEW REFERENCE MARK ESTABLISHED AT THIS
 KD1082'TIME.
 KD1082'
 KD1082'TO REACH FROM FAYETTE, FROM THE SOUTHWEST CORNER OF THE
 KD1082'COURT HOUSE SQUARE, GO SOUTH AND SOUTHEAST ON STATE HIGHWAY
 KD1082'240 FOR 1.05 MILES TO JUNCTION WITH STATE HIGHWAY 124 JUST
 KD1082'AFTER CROSSING A BRIDGE, TURN LEFT AND FOLLOW HIGHWAY 124
 KD1082'FOR 0.65 MILE TO JUNCTION WITH COUNTY ROUTE M, TURN LEFT
 KD1082'AND GO NORTH AND EAST ON COUNTY ROUTE M FOR 2.55 MILES TO
 KD1082'JUNCTION WITH COUNTY ROUTE O, TURN RIGHT AND GO EAST ON
 KD1082'ROUTE O FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 KD1082'CONTINUE EAST FOR 0.3 MILE TO POINT WHERE HIGHWAY TURNS LEFT
 KD1082'AND STATION ON THE RIGHT.
 KD1082'
 KD1082'THE STATION MARK IS 31.5 FEET SOUTHWEST OF A POWERLINE POLE,
 KD1082'28.8 SOUTHWEST OF A FENCE CORNER AND 14.2 FEET SOUTH OF A
 KD1082'METAL WITNESS POST SET IN AN EAST-WEST FENCE LINE.  THE
 KD1082'STATION MARK IS 1.2 FEET BELOW THE SURFACE OF THE GROUND
 KD1082'AND THE DISK IS STAMPED BURTON 1949 1967.
 KD1082'
 KD1082'R.M. NO. 1 IS 58 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KD1082'HIGHWAY, 3.5 FEET SOUTHWEST OF AN INSPECTION COVER FOR AN
 KD1082'UNDERGROUND TELEPHONE LINE AND 3 FEET WEST OF A NORTH-SOUTH
 KD1082'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BURTON
 KD1082'NO 1 1949.
 KD1082'
 KD1082'R.M. NO. 3 IS 44 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KD1082'HIGHWAY AT A CURVE, AT THE WEST SIDE OF A FIELD ENTRANCE
 KD1082'AND 1.2 FEET NORTHWEST OF A GATE POST.  THE MARK PROJECTS
 KD1082'1 INCH AND THE DISK IS STAMPED BURTON NO 3 1949 1967.
 KD1082'
 KD1082'THE AZIMUTH MARK IS 0.1 MILE EAST OF A FARMHOUSE, JUST SOUTHWEST
 KD1082'OF A FARM LANE LEADING NORTH, 25 FEET SOUTH OF THE CENTERLINE
 KD1082'OF THE HIGHWAY, 2 FEET EAST OF TELEPHONE POLE NO. 13, 2
 KD1082'FEET NORTH OF THE RIGHT OF WAY FENCE AND 1 FOOT NORTH OF A
 KD1082'METAL WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK
 KD1082'IS STAMPED BURTON 1949.
 KD1082'
 KD1082'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 KD1082'4 MILES EAST-NORTHEAST FAYETTE.
 KD1082
 KD1082                          STATION RECOVERY (1990)
 KD1082
 KD1082'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1720 ***********************************************************************
 JC1720  DESIGNATION -  BUSCH
 JC1720  PID         -  JC1720
 JC1720  STATE/COUNTY-  MO/ST CHARLES
 JC1720  USGS QUAD   -  DEFIANCE (1979)
 JC1720
 JC1720                         *CURRENT SURVEY CONTROL
 JC1720  ___________________________________________________________________
 JC1720* NAD 83(1997)-  38 41 39.96559(N)    090 47 42.55095(W)     ADJUSTED  
 JC1720* NAVD 88     -       225.5    (meters)     740.     (feet)  VERTCON   
 JC1720  ___________________________________________________________________
 JC1720  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 JC1720  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JC1720
 JC1720  HORZ ORDER  -  SECOND
 JC1720
 JC1720.The horizontal coordinates were established by classical geodetic methods
 JC1720.and adjusted by the National Geodetic Survey in February 2000..
 JC1720
 JC1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1720
 JC1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1720
 JC1720.The geoid height was determined by GEOID03.
 JC1720
 JC1720;                    North         East     Units Scale Factor Converg.
 JC1720;SPC MO E     -   317,552.832   224,324.033   MT  0.99994145   -0 11 04.3
 JC1720;UTM  15      - 4,285,175.745   691,750.462   MT  1.00005280   +1 22 43.7
 JC1720
 JC1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1720!SPC MO E     -   0.99996955  x   0.99994145  =   0.99991100
 JC1720!UTM  15      -   0.99996955  x   1.00005280  =   1.00002234
 JC1720
 JC1720:                Primary Azimuth Mark                     Grid Az
 JC1720:SPC MO E     -  WELDON SPRING ORD PLANT TANK             085 54 01.5
 JC1720:UTM  15      -  WELDON SPRING ORD PLANT TANK             084 20 13.5
 JC1720
 JC1720|---------------------------------------------------------------------|
 JC1720| PID    Reference Object                     Distance      Geod. Az  |
 JC1720|                                                           dddmmss.s |
 JC1720| JC1719 WELDON SPRING ORD PLANT TANK        APPROX. 5.8 KM 0854257.2 |
 JC1720| JC1724 LABADIE UNION ELEC N STACK          APPROX.15.1 KM 1942129.5 |
 JC1720| CI3164 BUSCH RM 2                           56.909 METERS 24621     |
 JC1720| JC1731 NEW MELLE MUN WATER TANK            APPROX. 7.5 KM 2855501.8 |
 JC1720| CI3163 BUSCH RM 1                           36.814 METERS 35630     |
 JC1720|---------------------------------------------------------------------|
 JC1720
 JC1720                          SUPERSEDED SURVEY CONTROL
 JC1720
 JC1720  NAD 83(1997)-  38 41 39.96830(N)    090 47 42.55144(W) AD(       ) 2
 JC1720  NAD 83(1986)-  38 41 39.98232(N)    090 47 42.54816(W) AD(       ) 2
 JC1720  NAD 27      -  38 41 39.79016(N)    090 47 42.06846(W) AD(       ) 2
 JC1720  NGVD 29 (07/19/86)  225.5    (m)          740.     (f) VERT ANG       
 JC1720
 JC1720.Superseded values are not recommended for survey control.
 JC1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1720.See file dsdata.txt to determine how the superseded data were derived.
 JC1720
 JC1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9175085176(NAD 83)
 JC1720_MARKER: DD = SURVEY DISK
 JC1720_SETTING: 0 = UNSPECIFIED SETTING
 JC1720
 JC1720  HISTORY     - Date     Condition        Report By
 JC1720  HISTORY     - 1970     MONUMENTED       USGS
 JC1720  HISTORY     - 19910427 GOOD             USPSQD
 JC1720
 JC1720                          STATION DESCRIPTION
 JC1720
 JC1720'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1720'THE STATION IS LOCATED ABOUT 4.5 MI E. AND 1 MI S. OF NEW MELLE,
 JC1720'IN THE SW. QUARTER OF SW. QUARTER SEC. 34, T. 46 N., R. 2 E., NEAR
 JC1720'THE AUGUST A. BUSCH MEMORIAL FOREST LOOKOUT TOWER, ON THE FRONT
 JC1720'LAWN OF THE FOREST RANGERS RESIDECE, ABOUT 100 FT N. OF HIS
 JC1720'RESIDENCE.
 JC1720'
 JC1720'TO REACH THE STATION FROM THE POST OFFICE AT NEW MELLE, DRIVE
 JC1720'S. FOR 0.05 MI ON CO. HWY. F TO JCT. WITH CO. HWY. D, TURN LEFT
 JC1720'AND DRIVE E. ON CO. HWY. D FOR 0.1 MI TO THE JCT. OF CO. HWY. Z,
 JC1720'CONTINUE E. ON HWY. D FOR 5.7 MI TO THE CROSSROADS JCT. OF
 JC1720'CO. HWY. DD, CONTINUE E. ON HWY. D FOR 0.65 MI TO THE LOOKOUT
 JC1720'TOWER AND STATION ON THE RIGHT.
 JC1720'
 JC1720'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BUSCH
 JC1720'1970 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN GROUND
 JC1720'AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION MARK IS 5
 JC1720'IN. BELOW GROUND.  REFERENCE MARKS ARE FLUSH WITH GROUND.
 JC1720'
 JC1720'STATION MARK IS 87 FT S. OF CENTER OF HWY. D, 134 FT E.-SE. OF
 JC1720'JCT. OF DRIVE S. TO THE TOWER, 103 FT E. OF CENTER OF DRIVE, 60
 JC1720'FT S.-SW. OF A SMALL FIRE HYDRANT, 24 FT W. OF W. EDGE OF BRUSH AND
 JC1720'14 FT N. OF N. EDGE OF E.-W. HEDGE.
 JC1720'
 JC1720'REFERENCE MARK 1 IS 120.78 FT (36.814 M.) N. OF STATION, 33 FT
 JC1720'N. OF CENTER OF HWY. D, 108 FT E.-NE. OF JCT. OF THE DRIVE S. TO
 JC1720'TOWER AND 1 FT E. OF A METAL WITNESS POST.
 JC1720'
 JC1720'REFERENCE MARK 2 IS 186.71 FT (56.909 M.) SW. OF THE STATION,
 JC1720'CENTERED PRECISELY BENEATH THE LOOKOUT TOWER, WHICH IS A FOUR
 JC1720'LEGGED STEEL STRUCTURE, 125 FT HIGH, WITH CAB ON TOP.
 JC1720'
 JC1720'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 254.73 FT
 JC1720'(77.641 M.).
 JC1720'
 JC1720'NO PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 JC1720
 JC1720                          STATION RECOVERY (1991)
 JC1720
 JC1720'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS)
 JC1720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1407 ***********************************************************************
 KE1407  DESIGNATION -  BUSTER 2
 KE1407  PID         -  KE1407
 KE1407  STATE/COUNTY-  MO/CLAY
 KE1407  USGS QUAD   -  LIBERTY (1990)
 KE1407
 KE1407                         *CURRENT SURVEY CONTROL
 KE1407  ___________________________________________________________________
 KE1407* NAD 83(1997)-  39 10 26.07390(N)    094 29 39.27497(W)     ADJUSTED  
 KE1407* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 KE1407  ___________________________________________________________________
 KE1407  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 KE1407  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE1407
 KE1407  HORZ ORDER  -  SECOND
 KE1407
 KE1407.The horizontal coordinates were established by classical geodetic methods
 KE1407.and adjusted by the National Geodetic Survey in February 2000..
 KE1407
 KE1407.The orthometric height was scaled from a topographic map.
 KE1407
 KE1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1407
 KE1407.The geoid height was determined by GEOID03.
 KE1407
 KE1407;                    North         East     Units Scale Factor Converg.
 KE1407;SPC MO W     -   333,755.198   850,497.452   MT  0.99994118   +0 00 13.1
 KE1407;UTM  15      - 4,337,139.095   370,925.223   MT  0.99980514   -0 56 38.4
 KE1407
 KE1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1407!SPC MO W     -   0.99995850  x   0.99994118  =   0.99989968
 KE1407!UTM  15      -   0.99995850  x   0.99980514  =   0.99976365
 KE1407
 KE1407|---------------------------------------------------------------------|
 KE1407| PID    Reference Object                     Distance      Geod. Az  |
 KE1407|                                                           dddmmss.s |
 KE1407| KE1404 BUSTER 3                            284.892 METERS 04141     |
 KE1407| KE1403 BUSTER 2 RM 5                       APPROX. 0.8 KM 0451357.4 |
 KE1407| KE1395 BUSTER                               24.826 METERS 05019     |
 KE1407| KE1405 BUSTER TEMP POINT                    14.632 METERS 08442     |
 KE1407| CL6987 BUSTER 2 RM 3                        10.357 METERS 17600     |
 KE1407| KE1406 BUSTER AZ MK                        APPROX. 1.0 KM 1791830.5 |
 KE1407| KE1463 KANSAS CITY SEARS STACK             APPROX. 9.9 KM 2033127.4 |
 KE1407| KE1486 KANSAS CITY TV STA KCMO MAST        APPROX.13.8 KM 2134345.2 |
 KE1407| KE1451 KANSAS CITY MO CITY HALL FLAG       APPROX.10.9 KM 2213920.4 |
 KE1407| KE1485 KANSAS CITY NOAA RADAR DOME         APPROX.10.9 KM 2235428.7 |
 KE1407| KE1465 KANSAS CITY CATH CATHEDRAL CUP      APPROX.11.5 KM 2252436.6 |
 KE1407| CL6988 BUSTER 2 RM 4                        11.418 METERS 26731     |
 KE1407| KE1394 KANSAS CITY NE TANK                 APPROX. 1.1 KM 3444137.7 |
 KE1407|---------------------------------------------------------------------|
 KE1407
 KE1407                          SUPERSEDED SURVEY CONTROL
 KE1407
 KE1407  NAD 83(1997)-  39 10 26.07392(N)    094 29 39.27499(W) AD(       ) 2
 KE1407  NAD 83(1986)-  39 10 26.08050(N)    094 29 39.27110(W) AD(       ) 2
 KE1407  NAD 27      -  39 10 26.06807(N)    094 29 38.43992(W) AD(       ) 2
 KE1407
 KE1407.Superseded values are not recommended for survey control.
 KE1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1407.See file dsdata.txt to determine how the superseded data were derived.
 KE1407
 KE1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7092537139(NAD 83)
 KE1407_MARKER: DS = TRIANGULATION STATION DISK
 KE1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1407_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1407
 KE1407  HISTORY     - Date     Condition        Report By
 KE1407  HISTORY     - 1972     MONUMENTED       NGS
 KE1407  HISTORY     - 1973     GOOD             NGS
 KE1407  HISTORY     - 1974     GOOD             NGS
 KE1407  HISTORY     - 1974     GOOD             NGS
 KE1407  HISTORY     - 1980     GOOD             MJH
 KE1407  HISTORY     - 20020114 MARK NOT FOUND   NGS
 KE1407
 KE1407                          STATION DESCRIPTION
 KE1407
 KE1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KE1407'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF LIBERTY AND
 KE1407'2 MILES SOUTH OF CLAYCOMA, ON THE TOP OF A GRASSY HILL OWNED BY THE
 KE1407'MIDWEST PRE-COTE COMPANY, MR. HERMAN VITTS, PRESIDENT, PHONE
 KE1407'241-6600.
 KE1407'
 KE1407'TO REACH THE STATION FROM THE ENTRANCE TO THE FORD MOTOR PLANT IN
 KE1407'CLAYCOMA, GO SOUTHWESTERLY ON U.S. HIGHWAY 69 FOR 0.7 MILE TO A
 KE1407'CROSSROAD, RANDOLPH ROAD.  TURN LEFT AND GO SOUTH ON RANDOLPH ROAD
 KE1407'FOR 1.5 MILE TO NE 48TH STREET.  TURN LEFT AND GO EAST FOR 0.05
 KE1407'MILE.  THEN TURN RIGHT AND CONTINUE SOUTH ON RANDOLPH ROAD FOR
 KE1407'0.4 MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 KE1407'
 KE1407'THE STATION MARKS ARE STANDARD DISKS STAMPED BUSTER MORC 2 1972.
 KE1407'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 KE1407'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 133 FEET
 KE1407'WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 52 FEET EAST OF
 KE1407'AN 8-INCH TREE AND 3 FEET SOUTH OF A METAL WITNESS POST.  THE
 KE1407'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 KE1407'INCHES BELOW THE GROUND SURFACE.
 KE1407'
 KE1407'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BUSTER MORC 2 NO 3 1972
 KE1407'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KE1407'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 150 FEET SOUTHWEST OF THE
 KE1407'POWER POLE WITH TRANSFORMER, 64 FEET EAST OF AN 8-INCH TREE AND
 KE1407'1.5 FEET NORTH OF A METAL WITNESS POST.
 KE1407'
 KE1407'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BUSTER MORC 2 NO 4 1972
 KE1407'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 KE1407'INCHES ABOVE THE GROUND SURFACE.  IT IS 169 WEST-SOUTHWEST OF THE
 KE1407'POWER POLE WITH TRANSFORMER, 14 FEET EAST OF THE 8-INCH TREE AND 2
 KE1407'FEET SOUTH OF A METAL WITNESS POST.
 KE1407'
 KE1407'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUSTER 1949, SET IN THE
 KE1407'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 KE1407'ABOVE THE GROUND SURFACE.  IT IS 34 FEET WEST OF THE CENTER OF A
 KE1407'SURFACED ROAD, 13 FEET EAST OF A FENCE, 6 FEET NORTHEAST OF A
 KE1407'POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KE1407'
 KE1407'TO REACH THE AZIMUTH MARK FROM THE OVERPASS OVER INTERSTATE 435
 KE1407'ABOUT 0.5 MILES SOUTH OF THE STATION, TAKE THE EAST OUTER ROAD AND
 KE1407'GO SOUTH ABOUT 0.15 MILE TO TOP OF A HILL, A BARN ON THE LEFT AND
 KE1407'THE AZIMUTH MARK ON THE RIGHT ON TOP OF A CUT BANK.
 KE1407'
 KE1407'NOTE--STATION BUSTER MORC 2 WAS SET -0.552 METERS LOWER THAN STATION
 KE1407'BUSTER MORC UNDERGROUND MARK.
 KE1407'
 KE1407'NEAREST TOWN--CLAYCOMA.
 KE1407
 KE1407                          STATION RECOVERY (1973)
 KE1407
 KE1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KE1407'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 KE1407'RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED
 KE1407'IN 1972.
 KE1407'
 KE1407'THIS STATION WAS OCCUPIED THIS DATE TO OBTAIN MORE DATA FOR AN
 KE1407'AZIMUTH CHECK BETWEEN THE KANSAS CITY NORTHEAST MUN TANK AND THE
 KE1407'AZIMUTH MARK.
 KE1407'
 KE1407'DIRECTIONS TO ADDITIONAL INTERSECTION STATIONS WERE OBSERVED THIS
 KE1407'DATE.
 KE1407
 KE1407                          STATION RECOVERY (1974)
 KE1407
 KE1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KE1407'THE STATION MARK, REFERENCE MARK 3, REFERENCE MARK 4 AND THE
 KE1407'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1972 AND THE
 KE1407'MARKSWERE IN GOOD CONDITION.  DUE TO ROAD CONSTRUCTION AT THE SITE
 KE1407'OF THE AZIMUTH MARK, THE MARK HAD TO BE MOVED.  REFERENCE MARK 5
 KE1407'WAS ESTABLISHED THIS DATE AND A POLARIS OBSERVATION WAS OBSERVED
 KE1407'ALSO.  FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK 5.
 KE1407'
 KE1407'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BUSTER 2 MORC 1972 1974
 KE1407'NO 5 AZ, CEMENTED IN A DRILL HOLE IN THE WEST END OF A CONCRETE CURB
 KE1407'THAT IS ABOUT 30 FEET LONG, 18 INCHES WIDE AND PROJECTS ABOUT 8
 KE1407'INCHES ABOVE THE SURFACED PARKING AREA.
 KE1407'
 KE1407'TO REACH THE REFERENCE MARK 5 FROM A POINT DUE EAST OF THE STATION,
 KE1407'JUST ACROSS INTERSTATE HIGHWAY 435 AND ON WORLD OF FUN AVE., GO
 KE1407'NORTH ON WORLD OF FUN AVE FOR 0.4 MILE TO THE NORTH ENTRANCE INTO
 KE1407'WORLD OF FUN PARKING LOT, (ABOUT 0.05 MILE SOUTH OF 48TH STREET),
 KE1407'TURN RIGHT AND GO EAST ON SURFACED ROAD FOR 0.25 MILE TO THE
 KE1407'NORTHEAST CORNER OF PARKING AREA D AND EUROPA, ABOUT 50 FEET BEFORE
 KE1407'THE ROAD CURVES SOUTH AND THE REFERENCE MARK 5 ON THE RIGHT
 KE1407'IN CONCRETE CURB.
 KE1407'
 KE1407'THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 3 AND 4 WERE NOT
 KE1407'CHECKED THIS DATE.
 KE1407'
 KE1407'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 KE1407'CLAYCOMO.
 KE1407
 KE1407                          STATION RECOVERY (1974)
 KE1407
 KE1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KE1407'THE STATION MARK, REFERENCE MARK 3 AND 4 WERE RECOVERED AND FOUND IN
 KE1407'GOOD CONDITION.  THE AZIMUTH MARK 1949 WAS STILL INTACT ON A HIGH
 KE1407'RIDGE OF DIRT BY A POWER POLE, AS ROAD EQUIPMENT REMOVED THE DIRT
 KE1407'AROUND THE AZIMUTH MARK AND THE POWER POLE UNTIL THE POLE CAN BE
 KE1407'REMOVED AND THEN THE AZIMUTH MARK WILL BE DESTROYED AT THAT TIME,
 KE1407'BUT WAS USED THIS DATE FOR OBSERVATIONS OF DIRECTIONS.  DUE TO MORE
 KE1407'CONSTRUCTION WORK AND REMOVAL OF DIRT ON THE HILL STATION
 KE1407'BUSTER 2 MORC IS LOCATED ON.  STATION BUSTER 3 MORC WAS
 KE1407'ESTABLISHED, BUT STATION MARK BUSTER 2 MORC 1972 AND REFERENCE
 KE1407'MARKS 3 AND 4 WERE LEFT INTACT FOR USERS OF THE MARKS UNTIL THEY ARE
 KE1407'DESTROYED AS THIS STATION IS VISIBLE TO DOWNTOWN KANSAS CITY AND
 KE1407'STATION BUSTER 3 MORC IS NOT VISIBLE TO ALL DOWNTOWN POSITIONED
 KE1407'INTERSECTION STATIONS UNTIL THE HILL BUSTER 2 MORC IS ON IS
 KE1407'LOWERED SEVERAL FEET.
 KE1407'
 KE1407'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 KE1407'CLAYCOMO.
 KE1407
 KE1407                          STATION RECOVERY (1980)
 KE1407
 KE1407'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1980 (JC)
 KE1407'BUSTER MORC 2 RECOVERED EXCELLENT.
 KE1407'
 KE1407'R.M. NO. 3 RECOVERED EXCELLENT.
 KE1407'
 KE1407'R.M. NO. 4 RECOVERED EXCELLENT.
 KE1407'
 KE1407'R.M. NO. 5 AZ. MARK RECOVERED EXCELLENT.
 KE1407'
 KE1407'DISTANCE AND DIRECTION FROM NEAREST TOWN--CLAYCOMO.
 KE1407
 KE1407                          STATION RECOVERY (2002)
 KE1407
 KE1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1404 ***********************************************************************
 KE1404  DESIGNATION -  BUSTER 3
 KE1404  PID         -  KE1404
 KE1404  STATE/COUNTY-  MO/CLAY
 KE1404  USGS QUAD   -  LIBERTY (1990)
 KE1404
 KE1404                         *CURRENT SURVEY CONTROL
 KE1404  ___________________________________________________________________
 KE1404* NAD 83(1997)-  39 10 32.97283(N)    094 29 31.38148(W)     ADJUSTED  
 KE1404* NAVD 88     -       290.1    (meters)     952.     (feet)  VERTCON   
 KE1404  ___________________________________________________________________
 KE1404  X           -    -387,783.352 (meters)                     COMP
 KE1404  Y           -  -4,936,010.367 (meters)                     COMP
 KE1404  Z           -   4,007,630.378 (meters)                     COMP
 KE1404  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 KE1404  ELLIP HEIGHT-         257.38  (meters)          (02/17/00) GPS OBS
 KE1404  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE1404
 KE1404  HORZ ORDER  -  SECOND
 KE1404  ELLP ORDER  -  FOURTH    CLASS I
 KE1404
 KE1404.The horizontal coordinates were established by classical geodetic methods
 KE1404.and adjusted by the National Geodetic Survey in February 2000..
 KE1404
 KE1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1404
 KE1404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1404
 KE1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1404
 KE1404.The ellipsoidal height was determined by GPS observations
 KE1404.and is referenced to NAD 83.
 KE1404
 KE1404.The geoid height was determined by GEOID03.
 KE1404
 KE1404;                    North         East     Units Scale Factor Converg.
 KE1404;SPC MO W     -   333,967.953   850,686.896   MT  0.99994118   +0 00 18.1
 KE1404;UTM  15      - 4,337,348.659   371,118.134   MT  0.99980453   -0 56 33.6
 KE1404
 KE1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1404!SPC MO W     -   0.99995962  x   0.99994118  =   0.99990080
 KE1404!UTM  15      -   0.99995962  x   0.99980453  =   0.99976416
 KE1404
 KE1404:                Primary Azimuth Mark                     Grid Az
 KE1404:SPC MO W     -  BUSTER 2 RM 5                            047 02 51.1
 KE1404:UTM  15      -  BUSTER 2 RM 5                            047 59 42.8
 KE1404
 KE1404|---------------------------------------------------------------------|
 KE1404| PID    Reference Object                     Distance      Geod. Az  |
 KE1404|                                                           dddmmss.s |
 KE1404| KE1403 BUSTER 2 RM 5                       APPROX. 0.6 KM 0470309.2 |
 KE1404| KE1486 KANSAS CITY TV STA KCMO MAST        APPROX.14.1 KM 2135328.8 |
 KE1404| KE1407 BUSTER 2                            284.892 METERS 22141     |
 KE1404| CL6985 BUSTER 3 RM 6                        12.451 METERS 30238     |
 KE1404| CL6986 BUSTER 3 RM 7                        17.453 METERS 33448     |
 KE1404|---------------------------------------------------------------------|
 KE1404
 KE1404                          SUPERSEDED SURVEY CONTROL
 KE1404
 KE1404  NAD 83(1997)-  39 10 32.97285(N)    094 29 31.38150(W) AD(       ) 2
 KE1404  NAD 83(1986)-  39 10 32.97932(N)    094 29 31.37776(W) AD(       ) 2
 KE1404  NAD 27      -  39 10 32.96707(N)    094 29 30.54678(W) AD(       ) 2
 KE1404  NGVD 29 (03/28/90)  290.1    (m)          952.     (f) GPS OBS        
 KE1404
 KE1404.Superseded values are not recommended for survey control.
 KE1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1404.See file dsdata.txt to determine how the superseded data were derived.
 KE1404
 KE1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7111837349(NAD 83)
 KE1404_MARKER: DD = SURVEY DISK
 KE1404_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KE1404_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KE1404_STAMPING: BUSTER 3 MORC 1974
 KE1404_MARK LOGO: NGS   
 KE1404_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1404+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1988
 KE1404
 KE1404  HISTORY     - Date     Condition        Report By
 KE1404  HISTORY     - 1974     MONUMENTED       NGS
 KE1404  HISTORY     - 1974     GOOD             NGS
 KE1404  HISTORY     - 1980     GOOD             LOCENG
 KE1404  HISTORY     - 19880708 GOOD             KS-209
 KE1404  HISTORY     - 20020114 GOOD             NGS
 KE1404  HISTORY     - 20060218 GOOD             GEOCAC
 KE1404
 KE1404                          STATION DESCRIPTION
 KE1404
 KE1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KE1404'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF LIBERTY AND
 KE1404'2 MILES SOUTH OF CLAYCOMO, AT THE SOUTH AND WEST ENTRANCE INTO THE
 KE1404'WORLDS OF FUN PARK AND ON THE EAST SIDE OF INTERSTATE HIGHWAY 435,
 KE1404'AND ON PROPERTY OWNED BY THE PARK.
 KE1404'
 KE1404'TO REACH THE STATION FROM THE JUNCTION OF WORLDS OF FUN AVE AND NE
 KE1404'48TH STREET ABOUT 1.75 MILES SOUTH OF CLAYCOMO AND ALONG THE EAST
 KE1404'SIDE OF INTERSTATE HIGHWAY 435, GO SOUTH ALONG SHOULDER OF WORLDS
 KE1404'OF FUN AVE FOR 0.3 MILE TO ENTRANCE INTO THE PARK AND STATION ON
 KE1404'THE LEFT.  (OR EXIT SOUTH OF WORLDS OF FUN ENTRANCE FROM THE
 KE1404'INTERSTATE HIGHWAY 435 AND GO NORTH ON WORLDS OF FUN AVE, ONE WAY
 KE1404'NORTH TO ENTRANCE AND STATION ON RIGHT).
 KE1404'
 KE1404'THE STATION MARK IS A STANDARD DISK STAMPED BUSTER 3 MORC 1974,
 KE1404'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A 2 FOOT BY 2
 KE1404'FOOT CONCRETE BASE FOR A LARGE FLOOD LIGHT AND AT THE SOUTHEAST
 KE1404'FLOOD LIGHT OF FOUR THAT ARE LOCATED ON THE SOUTH SIDE OF THE
 KE1404'DRIVEWAY ENTRANCE ROAD.
 KE1404'
 KE1404'REFERENCE MARK 6 IS A STANDARD DISK STAMPED BUSTER 3 MORC 1974,
 KE1404'CEMENTED IN A DRILL HOLE NEAR THE SOUTHEAST CORNER OF A 2 FOOT BY 2
 KE1404'FOOT CONCRETE BASE FOR A LARGE FLOOD LIGHT AND AT THE SOUTHWEST
 KE1404'FLOOD LIGHT OF FOUR.
 KE1404'
 KE1404'REFERENCE MARK 7 IS A STANDARD DISK STAMPED BUSTER 3 MORC 1974,
 KE1404'CEMENTED IN A DRILL HOLE IN A 10 FOOT BY 6 FOOT CONCRETE BASE FOR
 KE1404'LARGE SPHERE ON PEDESTAL PAINTED VARIOUS COLORS SIGNIFYING WORLDS
 KE1404'OF FUN.
 KE1404'
 KE1404'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BUSTER 2 MORC 1972 1974
 KE1404'NO 5 AZ, CEMENTED IN A DRILL HOLE IN THE WEST END OF A CONCRETE CURB
 KE1404'THAT IS ABOUT 30 FEET LONG, 18 INCHES WIDE AND PROJECTS ABOUT 8
 KE1404'INCHES ABOVE THE SURFACED PARKING AREA.
 KE1404'
 KE1404'TO REACH THE REFERENCE MARK 5 FROM THE STATION, GO NORTH ON WORLDS
 KE1404'OF FUN AVE FOR 0.2 MILE TO THE NORTH AND WEST ENTRANCE INTO WORLDS
 KE1404'OF FUN PARKING LOT, (ABOUT 0.05 MILE SOUTH OF 48TH STREET).  TURN
 KE1404'RIGHT AND GO EAST ON SURFACED ROAD FOR 0.25 MILE TO THE NORTHEAST
 KE1404'CORNER OF THE PARKING AREA D AND EUROPA, ABOUT 50 FEET BEFORE THE
 KE1404'ROAD CURVES SOUTH AND THE REFERENCE MARK 5 ON THE RIGHT IN THE
 KE1404'CONCRETE CURB.
 KE1404'
 KE1404'NEAREST TOWN--CLAYCOMO.
 KE1404
 KE1404                          STATION RECOVERY (1974)
 KE1404
 KE1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KE1404'RECOVERED IN GOOD CONDITION.
 KE1404
 KE1404                          STATION RECOVERY (1980)
 KE1404
 KE1404'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JC)
 KE1404'BUSTER 3 MORC RECOVERED EXCELLENT.
 KE1404'
 KE1404'R.M. NO. 6 RECOVERED EXCELLENT.
 KE1404'
 KE1404'R.M. NO. 7 RECOVERED EXCELLENT.
 KE1404'
 KE1404'BUSTER MORC 1972-1974 NO. 5 AZ MK.
 KE1404'
 KE1404'DISTANCE AND DIRECTION FROM NEAREST TOWN--CLAYCOMO.
 KE1404
 KE1404                          STATION RECOVERY (1988)
 KE1404
 KE1404'RECOVERY NOTE BY WYANDOTTE COUNTY KANSAS 1988
 KE1404'RECOVERED IN GOOD CONDITION.
 KE1404
 KE1404                          STATION RECOVERY (2002)
 KE1404
 KE1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1404'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1404
 KE1404                          STATION RECOVERY (2006)
 KE1404
 KE1404'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1404'FOUND STATION AND REFERENCE MARK NUMBER 6. REFERENCE MARK NUMBER 7 NOT
 KE1404'LOCATED DUE TO FROZEN MULCH BUT BELIEVED TO BE INTACT. ALL LOCATIONS
 KE1404'ARE SURROUNDED BY EVERGREEN SHRUBS.
 KE1404' 
 KE1404'REFERENCE MARK 5 NOT SEARCHED FOR DUE TO LOCKED GATE.
 KE1404' 
 KE1404' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0312 ***********************************************************************
 JE0312  DESIGNATION -  BUT
 JE0312  PID         -  JE0312
 JE0312  STATE/COUNTY-  MO/BATES
 JE0312  USGS QUAD   -  BUTLER (1961)
 JE0312
 JE0312                         *CURRENT SURVEY CONTROL
 JE0312  ___________________________________________________________________
 JE0312* NAD 83(1997)-  38 16 50.71496(N)    094 20 38.50795(W)     ADJUSTED  
 JE0312* NAVD 88     -       275.738  (meters)     904.65   (feet)  ADJUSTED  
 JE0312  ___________________________________________________________________
 JE0312  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 JE0312  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0312  DYNAMIC HT  -         275.540 (meters)     904.00  (feet)  COMP
 JE0312  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 JE0312
 JE0312  HORZ ORDER  -  SECOND
 JE0312  VERT ORDER  -  FIRST     CLASS II
 JE0312
 JE0312.This mark is at Butler Mem Airport (BUM)
 JE0312
 JE0312.The horizontal coordinates were established by classical geodetic methods
 JE0312.and adjusted by the National Geodetic Survey in February 2000..
 JE0312
 JE0312.The orthometric height was determined by differential leveling
 JE0312.and adjusted by the National Geodetic Survey in June 1991..
 JE0312
 JE0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0312
 JE0312.The geoid height was determined by GEOID03.
 JE0312
 JE0312.The dynamic height is computed by dividing the NAVD 88
 JE0312.geopotential number by the normal gravity value computed on the
 JE0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0312.degrees latitude (g = 980.6199 gals.).
 JE0312
 JE0312.The modeled gravity was interpolated from observed gravity values.
 JE0312
 JE0312;                    North         East     Units Scale Factor Converg.
 JE0312;SPC MO W     -   234,623.098   863,646.039   MT  0.99994347   +0 05 47.9
 JE0312;UTM  15      - 4,237,820.280   382,446.519   MT  0.99977019   -0 49 57.9
 JE0312
 JE0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0312!SPC MO W     -   0.99996178  x   0.99994347  =   0.99990525
 JE0312!UTM  15      -   0.99996178  x   0.99977019  =   0.99973198
 JE0312
 JE0312:                Primary Azimuth Mark                     Grid Az
 JE0312:SPC MO W     -  TT 1109 W                                001 39 07.1
 JE0312:UTM  15      -  TT 1109 W                                002 34 52.9
 JE0312
 JE0312|---------------------------------------------------------------------|
 JE0312| PID    Reference Object                     Distance      Geod. Az  |
 JE0312|                                                           dddmmss.s |
 JE0312| JE0317 TT 1109 W                           APPROX. 1.3 KM 0014455.0 |
 JE0312| JE1910 BUTLER MUNICIPAL TANK               APPROX. 2.7 KM 1535222.1 |
 JE0312| JE1908 BUTLER BATES CO CTHSE TOWER         APPROX. 2.7 KM 1581128.9 |
 JE0312| JE0311 BUT RM 2                             11.840 METERS 18254     |
 JE0312| JE0313 BUT RM 1                             11.801 METERS 35914     |
 JE0312|---------------------------------------------------------------------|
 JE0312
 JE0312                          SUPERSEDED SURVEY CONTROL
 JE0312
 JE0312  NAD 83(1997)-  38 16 50.71512(N)    094 20 38.50786(W) AD(       ) 2
 JE0312  NAD 83(1986)-  38 16 50.72349(N)    094 20 38.50528(W) AD(       ) 2
 JE0312  NAD 27      -  38 16 50.64315(N)    094 20 37.68364(W) AD(       ) 3
 JE0312  NGVD 29 (??/??/92)  275.614  (m)          904.24   (f) ADJ UNCH    1 2
 JE0312
 JE0312.Superseded values are not recommended for survey control.
 JE0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0312.See file dsdata.txt to determine how the superseded data were derived.
 JE0312
 JE0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8244737820(NAD 83)
 JE0312_MARKER: DS = TRIANGULATION STATION DISK
 JE0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0312_STAMPING: BUT 1948
 JE0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0312+STABILITY: SURFACE MOTION
 JE0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0312+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 JE0312
 JE0312  HISTORY     - Date     Condition        Report By
 JE0312  HISTORY     - 1948     MONUMENTED       CGS
 JE0312  HISTORY     - 1961     GOOD             MOHC
 JE0312  HISTORY     - 1963     GOOD             CGS
 JE0312  HISTORY     - 1963     GOOD             NGS
 JE0312  HISTORY     - 1969     GOOD             CGS
 JE0312  HISTORY     - 1969     GOOD             NGS
 JE0312  HISTORY     - 20050507 GOOD             INDIV
 JE0312
 JE0312                          STATION DESCRIPTION
 JE0312
 JE0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE0312'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH-NORTHWEST OF THE
 JE0312'BUSINESS DISTRICT OF BUTLER, 0.5 MILE SOUTH-SOUTHWEST OF
 JE0312'THE MUNICIPAL AIRPORT BUILDING, 47 FEET WEST OF THE CENTER
 JE0312'OF U.S. HIGHWAY 71, 30 FEET EAST OF THE EAST RAIL OF THE
 JE0312'RAILROAD, AND 5 FEET EAST-NORTHEAST OF A WITNESS POST.
 JE0312'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED BUT 1948.
 JE0312'
 JE0312'REFERENCE MARK NO. 1 IS 48 FEET WEST OF THE CENTER OF U.S.
 JE0312'HIGHWAY 71 AND 29 FEET EAST OF THE EAST RAIL OF THE RAILROAD.
 JE0312'IS IS SET FLUSH WITH THE GROUND AND IS STAMPED BUT NO 1 1948.
 JE0312'
 JE0312'REFERENCE MARK NO. 2 IS 48 FEET WEST OF THE CENTER U.S. HIGHWAY
 JE0312'71 AND 29 FEET EAST OF THE EAST RAIL OF THE RAILROAD.  IT IS SET
 JE0312'FLUSH WITH THE GROUND AND IS STAMPED BUT NO 2 1948.
 JE0312'
 JE0312'AZIMUTH MARK IS A U.S.G.S. BM DISK SET IN THE TOP OF A SIX INCH
 JE0312'SQUARE CONCRETE POST.  IT IS 83 FEET SOUTHWEST OF THE CENTER
 JE0312'OF INTERSECTION OF U.S. HIGHWAY 71 AND A GRAVELED ROAD, 40.7
 JE0312'FEET WEST OF THE CENTER OF U.S. HIGHWAY 71, AND 36 FEET EAST
 JE0312'OF THE EAST RAIL OF THE RAILROAD.  IT IS SET FLUSH WITH THE
 JE0312'GROUND AND IS STAMPED TT 1109 W 1934.
 JE0312'
 JE0312'RAILROAD MONUMENT IS A SEVEN INCH SQUARE CONCRETE POST WITH A NAIL
 JE0312'IN THE CENTER OF THE TOP.  IT IS 90 FEET SOUTH OF BLOCK
 JE0312'SIGNAL NO. 2850, 90 FEET WEST OF THE CENTER OF U.S. HIGHWAY 71,
 JE0312'AND 7.5 FEET WEST THE WEST RAIL OF THE RAILROAD.
 JE0312'
 JE0312'TO REACH THE AZIMUTH STATION FROM THE INTERSECTION OF W.
 JE0312'MILLS STREET AND U.S. HIGHWAY 71 IN BUTLER, GO NORTH ON U.S.
 JE0312'HIGHWAY 71 FOR 1.3 MILES TO STATION ON THE LEFT.
 JE0312'
 JE0312'TO REACH THE AZIMUTH MARK (U.S.G.S. BM TT 1109 W 1934) FROM
 JE0312'THE STATION, GO NORTH ON U.S. HIGHWAY 71 FOR 0.8 MILE TO A
 JE0312'CROSSROAD AND THE MARK ON THE LEFT AS DESCRIBED.
 JE0312'
 JE0312'A 74 FOOT SIGNAL AT ECTON 1934 IS VISIBLE AT 4 FEET.
 JE0312'
 JE0312'A 47 FOOT SIGNAL AT N. HILL IS VISIBLE AT 4 FEET.
 JE0312'
 JE0312'A 74 FOOT SIGNAL AT SUMMIT IS VISIBLE AT 4 FEET.
 JE0312
 JE0312                          STATION RECOVERY (1961)
 JE0312
 JE0312'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 JE0312'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 JE0312
 JE0312                          STATION RECOVERY (1963)
 JE0312
 JE0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE0312'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 JE0312'CONDITION AS DESCRIBED IN THE 1948 DESCRIPTION.  THE 1948 TO REACH
 JE0312'IS ADEQUATE.  A NEW WITNESS POST WAS ESTABLISHED 1.3 FEET
 JE0312'SOUTHEAST OF THE STATION, 59.9 FEET OF R.M. NO 1, AND 37.7
 JE0312'FEET NORTH OF R.M. NO 2.
 JE0312
 JE0312                          STATION RECOVERY (1963)
 JE0312
 JE0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0312'1.4 MI N FROM BUTLER.
 JE0312'ABOUT 1.45 MI N ALONG THE MISSOURI PACIFIC RR FROM THE STATION
 JE0312'AT BUTLER, 0.2 MI SW OF THE OSAGE VALLEY ELECTRIC CO BLDG,
 JE0312'48 FT W OF THE CENTER LINE OF U.S. HWY 71, 30 FT E OF THE
 JE0312'E RAIL, 39 FT N OF RM 2, 38.3 FT S OF RM 1, 1 FT NW OF A METAL
 JE0312'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JE0312'THE GROUND.
 JE0312
 JE0312                          STATION RECOVERY (1969)
 JE0312
 JE0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JE0312'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, RAILROAD
 JE0312'MONUMENT, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY
 JE0312'DESCRIBED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION AND TO
 JE0312'REACH THE STATION WERE FOUND ADEQUATE FOR RECOVERY.
 JE0312'
 JE0312'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 JE0312'
 JE0312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 JE0312'NNW OF BUTLER.
 JE0312
 JE0312                          STATION RECOVERY (1969)
 JE0312
 JE0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JE0312'RECOVERED IN GOOD CONDITION.
 JE0312
 JE0312                          STATION RECOVERY (2005)
 JE0312
 JE0312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0312'RECOVERED STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 JE0312'2.  AZIMUTH MARK AND RAILROAD MONUMENT SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0313 ***********************************************************************
 JE0313  DESIGNATION -  BUT RM 1
 JE0313  PID         -  JE0313
 JE0313  STATE/COUNTY-  MO/BATES
 JE0313  USGS QUAD   -  BUTLER (1961)
 JE0313
 JE0313                         *CURRENT SURVEY CONTROL
 JE0313  ___________________________________________________________________
 JE0313* NAD 83(1986)-  38 16 50.     (N)    094 20 38.     (W)     SCALED    
 JE0313* NAVD 88     -       275.733  (meters)     904.63   (feet)  ADJUSTED  
 JE0313  ___________________________________________________________________
 JE0313  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0313  DYNAMIC HT  -         275.535 (meters)     903.98  (feet)  COMP
 JE0313  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 JE0313
 JE0313  VERT ORDER  -  FIRST     CLASS II
 JE0313
 JE0313.The horizontal coordinates were scaled from a topographic map and have
 JE0313.an estimated accuracy of +/- 6 seconds.
 JE0313
 JE0313.The orthometric height was determined by differential leveling
 JE0313.and adjusted by the National Geodetic Survey in June 1991..
 JE0313
 JE0313.The geoid height was determined by GEOID03.
 JE0313
 JE0313.The dynamic height is computed by dividing the NAVD 88
 JE0313.geopotential number by the normal gravity value computed on the
 JE0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0313.degrees latitude (g = 980.6199 gals.).
 JE0313
 JE0313.The modeled gravity was interpolated from observed gravity values.
 JE0313
 JE0313;                    North         East    Units  Estimated Accuracy
 JE0313;SPC MO W     -   234,600.      863,660.      MT  (+/- 180 meters Scaled)
 JE0313
 JE0313                          SUPERSEDED SURVEY CONTROL
 JE0313
 JE0313  NGVD 29 (??/??/92)  275.609  (m)          904.23   (f) ADJ UNCH    1 2
 JE0313
 JE0313.Superseded values are not recommended for survey control.
 JE0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0313.See file dsdata.txt to determine how the superseded data were derived.
 JE0313
 JE0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC824377(NAD 83)
 JE0313_MARKER: DR = REFERENCE MARK DISK
 JE0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0313_STAMPING: BUT NO 1 1948
 JE0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0313+STABILITY: SURFACE MOTION
 JE0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0313+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 JE0313
 JE0313  HISTORY     - Date     Condition        Report By
 JE0313  HISTORY     - 1948     MONUMENTED       CGS
 JE0313  HISTORY     - 1963     GOOD             NGS
 JE0313  HISTORY     - 20050507 GOOD             INDIV
 JE0313
 JE0313                          STATION DESCRIPTION
 JE0313
 JE0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0313'1.4 MI N FROM BUTLER.
 JE0313'ABOUT 1.45 MI N ALONG THE MISSOURI PACIFIC RR FROM THE STATION
 JE0313'AT BUTLER, 0.2 MI SW OF THE OSAGE VALLEY ELECTRIC CO BLDG,
 JE0313'28 1/2 FT E OF THE E RAIL, 50 FT W OF THE CENTER LINE OF U.S.
 JE0313'HWY 71, 38.8 FT N OF BUT 1948, 39.8 FT N OF A METAL WITNESS
 JE0313'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JE0313
 JE0313                          STATION RECOVERY (2005)
 JE0313
 JE0313'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0311 ***********************************************************************
 JE0311  DESIGNATION -  BUT RM 2
 JE0311  PID         -  JE0311
 JE0311  STATE/COUNTY-  MO/BATES
 JE0311  USGS QUAD   -  BUTLER (1961)
 JE0311
 JE0311                         *CURRENT SURVEY CONTROL
 JE0311  ___________________________________________________________________
 JE0311* NAD 83(1986)-  38 16 50.     (N)    094 20 38.     (W)     SCALED    
 JE0311* NAVD 88     -       275.807  (meters)     904.88   (feet)  ADJUSTED  
 JE0311  ___________________________________________________________________
 JE0311  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0311  DYNAMIC HT  -         275.608 (meters)     904.22  (feet)  COMP
 JE0311  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 JE0311
 JE0311  VERT ORDER  -  FIRST     CLASS II
 JE0311
 JE0311.The horizontal coordinates were scaled from a topographic map and have
 JE0311.an estimated accuracy of +/- 6 seconds.
 JE0311
 JE0311.The orthometric height was determined by differential leveling
 JE0311.and adjusted by the National Geodetic Survey in June 1991..
 JE0311
 JE0311.The geoid height was determined by GEOID03.
 JE0311
 JE0311.The dynamic height is computed by dividing the NAVD 88
 JE0311.geopotential number by the normal gravity value computed on the
 JE0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0311.degrees latitude (g = 980.6199 gals.).
 JE0311
 JE0311.The modeled gravity was interpolated from observed gravity values.
 JE0311
 JE0311;                    North         East    Units  Estimated Accuracy
 JE0311;SPC MO W     -   234,600.      863,660.      MT  (+/- 180 meters Scaled)
 JE0311
 JE0311                          SUPERSEDED SURVEY CONTROL
 JE0311
 JE0311  NGVD 29 (??/??/92)  275.682  (m)          904.47   (f) ADJ UNCH    1 2
 JE0311
 JE0311.Superseded values are not recommended for survey control.
 JE0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0311.See file dsdata.txt to determine how the superseded data were derived.
 JE0311
 JE0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC824377(NAD 83)
 JE0311_MARKER: DR = REFERENCE MARK DISK
 JE0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0311_STAMPING: BUT NO 2 1948
 JE0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0311+STABILITY: SURFACE MOTION
 JE0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0311+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 JE0311
 JE0311  HISTORY     - Date     Condition        Report By
 JE0311  HISTORY     - 1948     MONUMENTED       CGS
 JE0311  HISTORY     - 1963     GOOD             NGS
 JE0311  HISTORY     - 1969     GOOD             NGS
 JE0311  HISTORY     - 20050507 GOOD             INDIV
 JE0311
 JE0311                          STATION DESCRIPTION
 JE0311
 JE0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0311'1.4 MI N FROM BUTLER.
 JE0311'ABOUT 1.45 MI N ALONG THE MISSOURI PACIFIC RR FROM THE
 JE0311'STATION AT BUTLER, 0.2 MI SW OF THE OSAGE VALLEY ELECTRIC
 JE0311'COMPANY BUILDING, 29 1/2 FT E OF THE E RAIL, 49 FT W OF THE
 JE0311'CENTER LINE OF U.S. HWY 71, 39 FT S OF BUT 1948, 38 FT S OF
 JE0311'A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JE0311'FLUSH WITH THE GROUND.
 JE0311
 JE0311                          STATION RECOVERY (1969)
 JE0311
 JE0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JE0311'RECOVERED IN GOOD CONDITION.
 JE0311
 JE0311                          STATION RECOVERY (2005)
 JE0311
 JE0311'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1738 ***********************************************************************
 JC1738  DESIGNATION -  BUTCHER
 JC1738  PID         -  JC1738
 JC1738  STATE/COUNTY-  MO/LINCOLN
 JC1738  USGS QUAD   -  TROY (1982)
 JC1738
 JC1738                         *CURRENT SURVEY CONTROL
 JC1738  ___________________________________________________________________
 JC1738* NAD 83(1997)-  38 54 41.96956(N)    090 55 55.80605(W)     ADJUSTED  
 JC1738* NAVD 88     -       179.8    (meters)     590.     (feet)  VERTCON   
 JC1738  ___________________________________________________________________
 JC1738  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 JC1738  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JC1738
 JC1738  HORZ ORDER  -  SECOND
 JC1738
 JC1738.The horizontal coordinates were established by classical geodetic methods
 JC1738.and adjusted by the National Geodetic Survey in February 2000..
 JC1738
 JC1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1738
 JC1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1738
 JC1738.The geoid height was determined by GEOID03.
 JC1738
 JC1738;                    North         East     Units Scale Factor Converg.
 JC1738;SPC MO E     -   341,713.005   212,518.725   MT  0.99995063   -0 16 17.2
 JC1738;UTM  15      - 4,309,005.922   679,287.913   MT  0.99999583   +1 17 57.1
 JC1738
 JC1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1738!SPC MO E     -   0.99997678  x   0.99995063  =   0.99992741
 JC1738!UTM  15      -   0.99997678  x   0.99999583  =   0.99997261
 JC1738
 JC1738|---------------------------------------------------------------------|
 JC1738| PID    Reference Object                     Distance      Geod. Az  |
 JC1738|                                                           dddmmss.s |
 JC1738| CI3165 BUTCHER RM 1                         19.928 METERS 09319     |
 JC1738| CI3166 BUTCHER RM 2                         19.800 METERS 17333     |
 JC1738| JC1739 MOSCOW                              APPROX. 3.6 KM 3525236.5 |
 JC1738|---------------------------------------------------------------------|
 JC1738
 JC1738                          SUPERSEDED SURVEY CONTROL
 JC1738
 JC1738  NAD 83(1997)-  38 54 41.97249(N)    090 55 55.80568(W) AD(       ) 2
 JC1738  NAD 83(1986)-  38 54 41.98677(N)    090 55 55.80345(W) AD(       ) 2
 JC1738  NAD 27      -  38 54 41.80873(N)    090 55 55.30973(W) AD(       ) 2
 JC1738  NGVD 29 (07/19/86)  179.8    (m)          590.     (f) VERT ANG       
 JC1738
 JC1738.Superseded values are not recommended for survey control.
 JC1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1738.See file dsdata.txt to determine how the superseded data were derived.
 JC1738
 JC1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD7928809006(NAD 83)
 JC1738_MARKER: DD = SURVEY DISK
 JC1738_SETTING: 0 = UNSPECIFIED SETTING
 JC1738
 JC1738  HISTORY     - Date     Condition        Report By
 JC1738  HISTORY     - 1970     MONUMENTED       USGS
 JC1738  HISTORY     - 19990420 GOOD             USPSQD
 JC1738
 JC1738                          STATION DESCRIPTION
 JC1738
 JC1738'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1738'THE STATION IS LOCATED ABOUT 4.5 MI S. AND 3.0 MI E. OF TROY,
 JC1738'ABOUT 1.0 MI W. AND 2.5 MI S. OF MOSCOW MILLS, IN THE NW. QUARTER
 JC1738'OF SEC. 20, T. 48 N., R. 1 E., IN THE RIGHT-OF-WAY OF COUNTY HWY.
 JC1738'U, 0.5 MI W. OF JCT. WITH U.S. HWY. 61.
 JC1738'
 JC1738'TO REACH THE STATION FROM THE POST OFFICE AT TROY, DRIVE E. ON
 JC1738'STATE HWY. 47 FOR 0.5 MI TO JCT. WITH U.S. HWY. 61, TURN RIGHT
 JC1738'AND DRIVE S. ON U.S. HWY. 61 FOR 6.1 MI TO JCT. OF CO. HWY. U,
 JC1738'TURN RIGHT AND DRIVE W. ON CO. HWY. U FOR 0.5 MI TO THE STATION
 JC1738'ON THE RIGHT.
 JC1738'
 JC1738'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BUTCHER
 JC1738'1969, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 JC1738'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 JC1738'
 JC1738'STATION MARK IS 29 FT N. OF THE CENTER OF THE HWY., 161 FT E. OF
 JC1738'THE JCT. OF A DRIVE S. TO A HOUSE AND 5.1 FT S. OF A FENCE AND
 JC1738'A METAL WITNESS POST.
 JC1738'
 JC1738'REFERENCE MARK 1 IS 65.38 FT (19.928 M.) E. OF STATION, 34 FT
 JC1738'N. OF THE CENTER OF THE RD., 101 FT W. OF A POWER POLE AND 1 FT
 JC1738'S. OF THE RIGHT-OF-WAY FENCE.
 JC1738'
 JC1738'REFERENCE MARK 2 IS 64.96 FT (19.800 M.) S.-SE. OF THE STATION,
 JC1738'35 FT S. OF THE CENTER OF THE HWY., 49 FT E. OF A CONCRETE FENCE
 JC1738'COR. POST AND 1 FT N. OF RIGHT-OF-WAY FENCE.
 JC1738'
 JC1738'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 84.00 FT
 JC1738'(25.603 M.).
 JC1738'
 JC1738'NOTE--THIS STATION AND ET STATION MOSCOW 1969 ARE INTERVISIBLE
 JC1738'FROM GROUND.  ALSO, THE MUNICIPAL WATER TANK AT TROY IS VISIBLE
 JC1738'FROM GROUND.
 JC1738'
 JC1738'STANDARD BRACED TRIPOD USED.
 JC1738
 JC1738                          STATION RECOVERY (1999)
 JC1738
 JC1738'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC1738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1230 ***********************************************************************
 HD1230  DESIGNATION -  BUTLER
 HD1230  PID         -  HD1230
 HD1230  STATE/COUNTY-  MO/DALLAS
 HD1230  USGS QUAD   -  BUFFALO (1980)
 HD1230
 HD1230                         *CURRENT SURVEY CONTROL
 HD1230  ___________________________________________________________________
 HD1230* NAD 83(1997)-  37 43 33.04859(N)    093 03 39.12737(W)     ADJUSTED  
 HD1230* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 HD1230  ___________________________________________________________________
 HD1230  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 HD1230  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HD1230
 HD1230  HORZ ORDER  -  FIRST
 HD1230
 HD1230.The horizontal coordinates were established by classical geodetic methods
 HD1230.and adjusted by the National Geodetic Survey in February 2000..
 HD1230
 HD1230.The orthometric height was scaled from a topographic map.
 HD1230
 HD1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1230
 HD1230.The geoid height was determined by GEOID03.
 HD1230
 HD1230;                    North         East     Units Scale Factor Converg.
 HD1230;SPC MO C     -   210,153.007   450,557.790   MT  0.99996343   -0 20 35.5
 HD1230;UTM  15      - 4,175,399.610   494,636.056   MT  0.99960035   -0 02 14.1
 HD1230
 HD1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1230!SPC MO C     -   0.99994622  x   0.99996343  =   0.99990966
 HD1230!UTM  15      -   0.99994622  x   0.99960035  =   0.99954660
 HD1230
 HD1230|---------------------------------------------------------------------|
 HD1230| PID    Reference Object                     Distance      Geod. Az  |
 HD1230|                                                           dddmmss.s |
 HD1230| CN5806 BUTLER RM 1                          74.440 METERS 02450     |
 HD1230| CN5807 BUTLER RM 2                         147.000 METERS 06406     |
 HD1230| HD1233 BUFFALO MUNICIPAL WATER TOWER       APPROX. 9.3 KM 1964400.6 |
 HD1230| HD1232 BUFFALO COURTHOUSE DOME             APPROX. 9.5 KM 1964404.4 |
 HD1230| CN5805 BUTLER AZ MK                                       2810645.0 |
 HD1230|---------------------------------------------------------------------|
 HD1230
 HD1230                          SUPERSEDED SURVEY CONTROL
 HD1230
 HD1230  NAD 83(1997)-  37 43 33.05889(N)    093 03 39.12622(W) AD(       ) 1
 HD1230  NAD 83(1986)-  37 43 33.06014(N)    093 03 39.12668(W) AD(       ) 1
 HD1230  NAD 27      -  37 43 32.92200(N)    093 03 38.45300(W) AD(       ) 1
 HD1230
 HD1230.Superseded values are not recommended for survey control.
 HD1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1230.See file dsdata.txt to determine how the superseded data were derived.
 HD1230
 HD1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB9463675400(NAD 83)
 HD1230_MARKER: DS = TRIANGULATION STATION DISK
 HD1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1230
 HD1230  HISTORY     - Date     Condition        Report By
 HD1230  HISTORY     - 1928     MONUMENTED       CGS
 HD1230  HISTORY     - 1935     GOOD             CGS
 HD1230  HISTORY     - 1939     GOOD             CGS
 HD1230  HISTORY     - 1947     GOOD             CGS
 HD1230
 HD1230                          STATION DESCRIPTION
 HD1230
 HD1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 HD1230'ABOUT 7-1/2 MILES NORTH BY EAST OF BUFFALO, ABOUT THREE-FOURTHS-MILE
 HD1230'EAST OF BUTLER SCHOOLHOUSE AND U.S. HIGHWAY 54, ON NORTH SIDE
 HD1230'OF SEC. 2, T. 33 N., R. 20 W., ON LAND OWNED BY A MRS. BENNETT,
 HD1230'ABOUT 75 METERS (246 FEET) SOUTH OF TOWNSHIP-LINE ROAD LEADING
 HD1230'EAST FROM BUTLER SCHOOLHOUSE, ABOUT 100 METERS (328 FEET)
 HD1230'SOUTHEAST OF OLD DESERTED FARM SHACK, 25.3 METERS (83 FEET) WEST
 HD1230'OF WEST SIDE OF LANE LEADING SOUTH TO PASTURE, AND 26.5
 HD1230'METERS (87 FEET) SOUTHWEST OF PARTLY DEAD DOUBLE APPLE TREE.
 HD1230'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 HD1230'MARKS IN CONCRETE.  UPPER MARK PROJECTS ABOUT 6 INCHES.  LOWER
 HD1230'MARK IS ABOUT 5 FEET BELOW SURFACE OF GROUND.  REFERENCE
 HD1230'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 HD1230'NO. 1 IS 2.6 METERS (9 FEET) EAST OF CENTER LINE OF ROADWAY
 HD1230'LEADING SOUTH, 7.5 METERS (25 FEET) SOUTH OF CENTER LINE OF
 HD1230'EAST-AND-WEST TOWNSHIP ROAD, 0.8 METER (3 FEET) SOUTHWEST OF
 HD1230'CORNER POST AT NORTHWEST CORNER OF FIELD JUST WEST OF
 HD1230'FARMHOUSE, AND 74.44 METERS (244.2 FEET) FROM STATION
 HD1230'N 24 DEG 50 MIN E.  NO. 2 IS IN NORTHEAST CORNER OF
 HD1230'FIELD WEST OF FARMHOUSE, 0.6 METER (2 FEET) SOUTHWEST OF CORNER
 HD1230'POST, 6.5 METERS (21 FEET) SOUTH OF CENTER LINE OF TOWNSHIP ROAD,
 HD1230'AND 147.0 METERS (482 FEET) FROM STATION N 64 DEG 07 MIN E.
 HD1230
 HD1230                          STATION RECOVERY (1935)
 HD1230
 HD1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 HD1230'STATION FOUND IN GOOD CONDITION, IN LOT 8, SEC. 6, T. 34 N., R.
 HD1230'19 W., ON LAND OWNED BY MRS. JOHN C. BENNET OF FAIR GROVE,
 HD1230'AND FARMED BY JESS MILLER.  BUTLER SCHOOL WAS DESTROYED BY
 HD1230'FIRE AND NOT REBUILT.  STATION IS 6.2 MILES N OF BUFFALO ALONG
 HD1230'STATE HIGHWAY 64 AND 0.7 MILE E, 1/4 MILE E OF NW CORNER OF
 HD1230'TOWNSHIP.  STATION IS 134 FEET N OF E-W FENCE.
 HD1230'
 HD1230'REFERENCE MARK NO. 1, FOUND IN GOOD CONDITION, 20 FEET S OF
 HD1230'CENTER LINE OF ROAD.
 HD1230'
 HD1230'REFERENCE MARK NO. 2, FOUND IN GOOD CONDITION.  REFERENCE
 HD1230'FENCES ARE GONE AND FIELDS CHANGED.  DESCRIPTION SHOULD READ-
 HD1230'19 FEET S OF CENTER LINE OF ROAD, 422 FEET W OF W SIDE OF HOUSE
 HD1230'ON S SIDE OF ROAD, 331 FEET E OF REFERENCE MARK NO. 1, AND 147.0
 HD1230'METERS (482 FEET) FROM STATION N 64 DEG 07 MIN E.
 HD1230'
 HD1230'ALL OTHER OLD TIES STILL HOLD.
 HD1230
 HD1230                          STATION RECOVERY (1939)
 HD1230
 HD1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1230'STATION WAS RECOVERED ONLY BY THE BUILDING PARTY AND A
 HD1230'LIGHTKEEPER IN 1939.  THE ORIGINAL DESCRIPTION SHOULD BE USED
 HD1230'AS REVISED BELOW WITH CHANGES IN THE INTRODUCTORY GENERAL
 HD1230'LOCATION.
 HD1230'
 HD1230'STATION IS ABOUT 6 MILES (AIR LINE) N BY E OF BUFFALO, ABOUT 3/4
 HD1230'MILE E OF BUTLER SCHOOLHOUSE AND MISSOURI HIGHWAY 73, ON N
 HD1230'SIDE OF SEC. 2, T. 33 N., R. 20 W., ON LAND OWNED BY A MRS.
 HD1230'BENNETT, ABOUT 75 METERS (246 FEET) S OF TOWNSHIP-LINE ROAD
 HD1230'LEADING W FROM BUTLER SCHOOLHOUSE, ABOUT 100 METERS (328 FEET)
 HD1230'SE OF OLD DESERTED FARM SHACK, 25.3 METERS (83 FEET) W OF W
 HD1230'SIDE OF LANE LEADING S TO PASTURE, AND 26.5 METERS (87 FEET) SW
 HD1230'OF PARTLY DEAD DOUBLE APPLE TREE.
 HD1230'
 HD1230'SURFACE, AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 HD1230'CONCRETE.  UPPER MARK PROJECTS ABOUT 6 INCHES.  LOWER MARK
 HD1230'IS ABOUT 5 FEET BELOW SURFACE OF GROUND.
 HD1230'
 HD1230'REFERENCE MARKS ARE STANDARD DISKS IN CONCRETE.
 HD1230'
 HD1230'REFERENCE MARK NO. 1 IS 2.6 METERS (9 FEET) E OF CENTER LINE OF
 HD1230'ROADWAY LEADING S, 7.5 METERS (25 FEET) S OF CENTER LINE OF E AND
 HD1230'W TOWNSHIP ROAD, 0.8 METER (3 FEET) SW OF CORNER POST AT NW
 HD1230'CORNER OF FIELD JUST W OF FARMHOUSE, AND 74.44 METERS (244.2
 HD1230'FEET) FROM STATION N 24 DEG 50 MIN E.
 HD1230'
 HD1230'REFERENCE MARK NO. 2 IS IN NE CORNER OF FIELD W OF FARMHOUSE,
 HD1230'0.6 METER (2 FEET) SW OF CORNER POST, 6.5 METERS (21 FEET)
 HD1230'S OF CENTER LINE OF TOWNSHIP ROAD, AND 147.0 METERS (482 FEET)
 HD1230'FROM STATION N 64 DEG 07 MIN E.
 HD1230'
 HD1230'TO REACH THE STATION FROM BUFFALO, FROM THE W SIDE OF THE SQUARE,
 HD1230'GO N ON STATE HIGHWAY 73, 5.8 MILES TO A SIDE ROAD LEADING E
 HD1230'(OLD STONE BUILDING FOUNDATION ON CORNER).  TURN RIGHT, E, ON
 HD1230'SIDE ROAD 0.6 MILE TO FARMHOUSE AND STATION.
 HD1230'
 HD1230'A 90-FOOT LIGHT STAND WAS USED.
 HD1230
 HD1230                          STATION RECOVERY (1947)
 HD1230
 HD1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1230'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN
 HD1230'GOOD CONDITION.
 HD1230'
 HD1230'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE AS
 HD1230'DESCRIBED. A NEW AZIMUTH WAS ESTABLISHED
 HD1230'AT THE STATION.  A NEW DESCRIPTION FOLLOWS.
 HD1230'
 HD1230'THE STATION IS LOCATED ABOUT 6 MILES NORTH BY EAST OF BUFFALO
 HD1230'IN THE EDGE OF A SCRUB OAK THICKET ON THE HIGHEST GROUND IN THAT
 HD1230'IMMEDIATE VICINITY.  IT IS 0.6 MILE EAST OF STATE HIGHWAY 64, 246
 HD1230'FEET SOUTH OF GRAVELED TOWNSHIP-LINE ROAD, ABOUT 83 FEET WEST OF
 HD1230'THE WEST SIDE OF A LANE LEADING SOUTH JUST WEST OF A FENCE LINE
 HD1230'AND 2.6 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 HD1230'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BUTLER 1928.
 HD1230'
 HD1230'REFERENCE MARK NO. 1 IS 244.20 FEET NORTH-NORTHEAST OF THE
 HD1230'STATION, 9 FEET EAST OF THE CENTERLINE OF A DIRT LANE LEADING
 HD1230'SOUTH, 23 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 2.8
 HD1230'FEET SOUTHWEST OF A FENCE CORNER AND 1.6 FEET SOUTH OF A WHITE
 HD1230'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND IS STAMPED BUTLER
 HD1230'NO 1 1928.
 HD1230'
 HD1230'REFERENCE MARK NO. 2 IS 482 FEET NORTHEAST OF THE STATION, 18
 HD1230'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, ABOUT
 HD1230'18 FEET EAST OF A POINT OPPOSITE THE LARGEST ASH TREE IN
 HD1230'THE FENCELINE NORTH OF THE ROAD, ABOUT 0.1 MILE WEST OF A
 HD1230'WHITE FARMHOUSE AND IS SET IN THE FENCELINE.  THE MARK PROJECTS 2
 HD1230'INCHES AND IS STAMPED BUTLER NO 2 1928.
 HD1230'
 HD1230'THE AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION IN THE
 HD1230'RIGHT-OF-WAY OF STATE HIGHWAY 64, ABOUT 0.05 MILE NORTH
 HD1230'OF GRAVELED TOWNSHIP-LINE ROAD, 41 FEET EAST OF THE CENTERLINE
 HD1230'OF STATE HIGHWAY 64, 1 FOOT WEST OF THE FENCELINE AND 5.5 FEET
 HD1230'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 HD1230'THE DISK IS STAMPED BUTLER 1928.
 HD1230'
 HD1230'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD A
 HD1230'AND STATE HIGHWAY 64 AT THE NORTHWEST CORNER OF THE SQUARE
 HD1230'IN BUFFALO, GO NORTH ON HIGHWAY 64 5.7 MILES TO A GRAVELED ROAD
 HD1230'LEADING EAST, TURN EAST FOR 0.6 TO STATION AS DESCRIBED.
 HD1230'
 HD1230'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1018 ***********************************************************************
 GE1018  DESIGNATION -  BUTLER
 GE1018  PID         -  GE1018
 GE1018  STATE/COUNTY-  MO/BUTLER
 GE1018  USGS QUAD   -  CORNING (1964)
 GE1018
 GE1018                         *CURRENT SURVEY CONTROL
 GE1018  ___________________________________________________________________
 GE1018* NAD 83(1997)-  36 29 55.54424(N)    090 32 22.50418(W)     ADJUSTED  
 GE1018* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 GE1018  ___________________________________________________________________
 GE1018  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 GE1018  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GE1018
 GE1018  HORZ ORDER  -  THIRD
 GE1018
 GE1018.The horizontal coordinates were established by classical geodetic methods
 GE1018.and adjusted by the National Geodetic Survey in February 2000..
 GE1018
 GE1018.The orthometric height was scaled from a topographic map.
 GE1018
 GE1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1018
 GE1018.The geoid height was determined by GEOID03.
 GE1018
 GE1018;                    North         East     Units Scale Factor Converg.
 GE1018;SPC MO E     -    73,833.191   246,453.761   MT  0.99993349   -0 01 24.8
 GE1018;SPC AR N     -   241,220.787   530,845.794   MT  1.00006326   +0 50 59.3
 GE1018;SPC AR N     -   791,405.20  1,741,616.58   sFT  1.00006326   +0 50 59.3
 GE1018;UTM  15      - 4,042,086.131   720,366.648   MT  1.00019834   +1 27 50.6
 GE1018
 GE1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1018!SPC MO E     -   0.99999057  x   0.99993349  =   0.99992406
 GE1018!SPC AR N     -   0.99999057  x   1.00006326  =   1.00005383
 GE1018!UTM  15      -   0.99999057  x   1.00019834  =   1.00018891
 GE1018
 GE1018|---------------------------------------------------------------------|
 GE1018| PID    Reference Object                     Distance      Geod. Az  |
 GE1018|                                                           dddmmss.s |
 GE1018| CI3168 BUTLER RM 1                          38.450 METERS 10447     |
 GE1018| CI3169 BUTLER RM 2                          23.129 METERS 13259     |
 GE1018| CI3167 BUTLER AZ MK                                       3552801.8 |
 GE1018|---------------------------------------------------------------------|
 GE1018
 GE1018                          SUPERSEDED SURVEY CONTROL
 GE1018
 GE1018  NAD 83(1997)-  36 29 55.54405(N)    090 32 22.50456(W) AD(       ) 3
 GE1018  NAD 83(1986)-  36 29 55.54988(N)    090 32 22.50433(W) AD(       ) 3
 GE1018  NAD 27      -  36 29 55.33990(N)    090 32 22.10310(W) AD(       ) 3
 GE1018
 GE1018.Superseded values are not recommended for survey control.
 GE1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1018.See file dsdata.txt to determine how the superseded data were derived.
 GE1018
 GE1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2036742086(NAD 83)
 GE1018_MARKER: DS = TRIANGULATION STATION DISK
 GE1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1018
 GE1018  HISTORY     - Date     Condition        Report By
 GE1018  HISTORY     - 1957     MONUMENTED       CGS
 GE1018  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE1018
 GE1018                          STATION DESCRIPTION
 GE1018
 GE1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1018'STATION IS ALONG U.S. HIGHWAY 67, ABOUT 4-1/2 MILES SOUTH
 GE1018'OF NEELYVILLE, ABOUT 6-1/2 MILES NORTH-NORTHEAST OF CORNING,
 GE1018'NEAR THE MISSOURI-ARKANSAS STATE LINE, IN THE SOUTHWEST
 GE1018'QUARTER OF SECTION 33, T 22 N, R 5 E.
 GE1018'
 GE1018'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE ROUTE
 GE1018'142 AT THE WEST SIDE OF NEELYVILLE, BY GOING SOUTH ON U.S.
 GE1018'HIGHWAY 67 FOR 4.9 MILES TO THE MISSOURI-ARKANSAS STATE
 GE1018'LINE, AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 GE1018'MARK FROM THE STATION, GO NORTH ON HIGHWAY 67 FOR 0.3 MILE,
 GE1018'AND AZIMUTH MARK ON LEFT.
 GE1018'
 GE1018'STATION MARKS ARE STANDARD DISKS, STAMPED BUTLER 1957.  THE
 GE1018'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE
 GE1018'MONUMENT, WHICH PROJECTS FLUSH WITH THE GROUND.  IT IS 95
 GE1018'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LIQUOR STORE
 GE1018'BUILDING, 74 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 GE1018'67, 80 FEET NORTH OF A GRAVEL SIDE ROAD RUNNING EAST AND WEST
 GE1018'ALONG THE STATE LINE, AND 28 FEET SOUTHWEST OF A GRAVEL
 GE1018'DRIVE ROAD.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 GE1018'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 GE1018'
 GE1018'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUTLER NO 1
 GE1018'1957, SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 GE1018'PROJECTS 4 INCHES.  IT IS 33 FEET SOUTHEAST OF THE SOUTHEAST
 GE1018'CORNER OF A LIQUOR STORE, 5 FEET EAST OF A GRAVEL DRIVE
 GE1018'ROAD, AND 1 FOOT SOUTH OF A POWER POLE.
 GE1018'
 GE1018'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUTLER NO 2
 GE1018'1957, SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE MONUMENT
 GE1018'WHICH PROJECTS 2 INCHES.  IT IS 30 FEET NORTH OF A GRAVEL
 GE1018'SIDE ROAD (STATE LINE), 85 FEET WEST OF A GRAVEL ENTRANCE
 GE1018'ROAD, 128 FEET SOUTH OF THE SOUTHWEST CORNER OF A LIQUOR
 GE1018'STORE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 GE1018'NORTHEAST OF THE MARK.
 GE1018'
 GE1018'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUTLER 1957, SET IN
 GE1018'THE TOP OF A 10 INCH, SQUARE, CONCRETE MONUMENT, WHICH PROJECTS
 GE1018'2 INCHES.  IT IS 63 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 GE1018'67, 1 FOOT EAST OF A NORTH-SOUTH FENCE.  A 4 IN X 4 IN WHITE
 GE1018'WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 GE1018'
 GE1018'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 GE1018
 GE1018                          STATION RECOVERY (2002)
 GE1018
 GE1018'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1908 ***********************************************************************
 JE1908  DESIGNATION -  BUTLER BATES CO CTHSE TOWER
 JE1908  PID         -  JE1908
 JE1908  STATE/COUNTY-  MO/BATES
 JE1908  USGS QUAD   -  BUTLER (1961)
 JE1908
 JE1908                         *CURRENT SURVEY CONTROL
 JE1908  ___________________________________________________________________
 JE1908* NAD 83(1997)-  38 15 28.75368(N)    094 19 56.91503(W)     ADJUSTED  
 JE1908* NAVD 88     -                                                        
 JE1908  ___________________________________________________________________
 JE1908  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 JE1908  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE1908
 JE1908  HORZ ORDER  -  THIRD
 JE1908
 JE1908.The horizontal coordinates were established by classical geodetic methods
 JE1908.and adjusted by the National Geodetic Survey in February 2000..
 JE1908
 JE1908
 JE1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1908
 JE1908.The geoid height was determined by GEOID03.
 JE1908
 JE1908;                    North         East     Units Scale Factor Converg.
 JE1908;SPC MO W     -   232,097.836   864,661.456   MT  0.99994382   +0 06 13.4
 JE1908;UTM  15      - 4,235,279.330   383,420.683   MT  0.99976738   -0 49 30.6
 JE1908
 JE1908                          SUPERSEDED SURVEY CONTROL
 JE1908
 JE1908  NAD 83(1997)-  38 15 28.75384(N)    094 19 56.91496(W) AD(       ) 4
 JE1908  NAD 83(1986)-  38 15 28.76248(N)    094 19 56.91310(W) AD(       ) 4
 JE1908  NAD 27      -  38 15 28.69000(N)    094 19 56.09300(W) AD(       ) 3
 JE1908
 JE1908.Superseded values are not recommended for survey control.
 JE1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1908.See file dsdata.txt to determine how the superseded data were derived.
 JE1908
 JE1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8342135279(NAD 83)
 JE1908_MARKER: 55 = TOWER
 JE1908
 JE1908  HISTORY     - Date     Condition        Report By
 JE1908  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1908  HISTORY     - 1948     GOOD             CGS
 JE1908
 JE1908                          STATION DESCRIPTION
 JE1908
 JE1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1908'THIS STATION IS THE DOME ON THE BATES COUNTY COURTHOUSE, IN THE
 JE1908'TOWN OF BUTLER, MISSOURI.  IT IS LOCATED IN THE CENTER OF THE TOWN
 JE1908'150 FEET WEST OF MAIN STREET AND ABOUT 150 FEET SOUTH OF OHIO
 JE1908'STREET, IN THE SE CORNER, NE 1/4, SEC. 22, T 40 N, R 31 W.
 JE1908'THE COURTHOUSE WAS ERECTED IN 1902 AND THE DOME IS QUITE
 JE1908'PROMINENT.
 JE1908'
 JE1908'THE DOME SETS ON A GREY STONE TOWER ABOUT 30 FEET HIGH ON THE
 JE1908'CENTER OF THE COURTHOUSE.  THE COURTHOUSE IS ABOUT 70 FEET HIGH.
 JE1908'THE TOWER HAS TWO SQUARE GLAZED WINDOWS ON EACH SIDE WITH AN
 JE1908'ORNAMENTAL URN ON EITHER SIDE OF THE WINDOWS.  ABOVE THE WINDOWS
 JE1908'THERE IS A BLACK CLOCK DIAL WITH GOLD FIGURES AND HANDS ON EACH
 JE1908'SIDE OF THE TOWER.  THE TOP OF THE TOWER IS A BELL-SHAPED DOME
 JE1908'ABOUT 10 FEET HIGH.  AT THE TOP OF THE DOME THERE IS AN IRON
 JE1908'FINIAL WITH FOUR LIGHTS NEAR THE CENTER AND A GOLD ARROW AND
 JE1908'BALL AT THE TOP.  THE TOTAL HEIGHT IS ABOUT 120 FEET.
 JE1908
 JE1908                          STATION RECOVERY (1948)
 JE1908
 JE1908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1908'THE STATION IS LOCATED IN THE CENTER OF BATES COUNTY COURTHOUSE
 JE1908'SQUARE AND IS SURROUNDED BY THE BUSINESS DISTRICT OF THE CITY OF
 JE1908'BUTLER.  IT IS CONSTRUCTED OF GREY STONE AND IS IN THE CENTER OF
 JE1908'AND ON THE TOP OF THE COURTHOUSE BUILDING.  IT HAS OVERALL
 JE1908'HEIGHT OF ABOUT 100 FEET.  THE POINT OBSERVED UPON WAS THE CENTER
 JE1908'OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1907 ***********************************************************************
 JE1907  DESIGNATION -  BUTLER MUNICIPAL STANDPIPE
 JE1907  PID         -  JE1907
 JE1907  STATE/COUNTY-  MO/BATES
 JE1907  USGS QUAD   -  BUTLER (1961)
 JE1907
 JE1907                         *CURRENT SURVEY CONTROL
 JE1907  ___________________________________________________________________
 JE1907* NAD 83(1997)-  38 15 50.99210(N)    094 20 20.49084(W)     ADJUSTED  
 JE1907* NAVD 88     -                                                        
 JE1907  ___________________________________________________________________
 JE1907  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 JE1907  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE1907
 JE1907  HORZ ORDER  -  THIRD
 JE1907
 JE1907.The horizontal coordinates were established by classical geodetic methods
 JE1907.and adjusted by the National Geodetic Survey in February 2000..
 JE1907
 JE1907
 JE1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1907
 JE1907.The geoid height was determined by GEOID03.
 JE1907
 JE1907;                    North         East     Units Scale Factor Converg.
 JE1907;SPC MO W     -   232,782.473   864,087.117   MT  0.99994362   +0 05 58.9
 JE1907;UTM  15      - 4,235,973.066   382,857.618   MT  0.99976900   -0 49 45.6
 JE1907
 JE1907                          SUPERSEDED SURVEY CONTROL
 JE1907
 JE1907  NAD 83(1997)-  38 15 50.99224(N)    094 20 20.49082(W) AD(       ) 4
 JE1907  NAD 83(1986)-  38 15 51.00086(N)    094 20 20.48837(W) AD(       ) 4
 JE1907  NAD 27      -  38 15 50.91700(N)    094 20 19.67000(W) AD(       ) 3
 JE1907
 JE1907.Superseded values are not recommended for survey control.
 JE1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1907.See file dsdata.txt to determine how the superseded data were derived.
 JE1907
 JE1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8285835973(NAD 83)
 JE1907_MARKER: 52 = STANDPIPE TANK
 JE1907
 JE1907  HISTORY     - Date     Condition        Report By
 JE1907  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1907
 JE1907                          STATION DESCRIPTION
 JE1907
 JE1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1907'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF THE CITY OF
 JE1907'BUTLER AND IS 65 FEET NORTH OF THE CENTER OF MILL STREET.  IT
 JE1907'IS CONSTRUCTED OF STEEL, 16 FEET IN DIAMETER AND 115 FEET IN
 JE1907'HEIGHT.  IT HAS A FLAT ROOF AND THE POINT OBSERVED UPON WAS
 JE1907'THE CENTER OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1906 ***********************************************************************
 JE1906  DESIGNATION -  BUTLER RESET
 JE1906  PID         -  JE1906
 JE1906  STATE/COUNTY-  MO/BATES
 JE1906  USGS QUAD   -  BUTLER (1961)
 JE1906
 JE1906                         *CURRENT SURVEY CONTROL
 JE1906  ___________________________________________________________________
 JE1906* NAD 83(1997)-  38 15 51.64672(N)    094 20 20.51381(W)     ADJUSTED  
 JE1906* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 JE1906  ___________________________________________________________________
 JE1906  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 JE1906  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE1906
 JE1906  HORZ ORDER  -  FIRST
 JE1906
 JE1906.The horizontal coordinates were established by classical geodetic methods
 JE1906.and adjusted by the National Geodetic Survey in February 2000..
 JE1906
 JE1906.The orthometric height was scaled from a topographic map.
 JE1906
 JE1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1906
 JE1906.The geoid height was determined by GEOID03.
 JE1906
 JE1906;                    North         East     Units Scale Factor Converg.
 JE1906;SPC MO W     -   232,802.655   864,086.524   MT  0.99994362   +0 05 58.9
 JE1906;UTM  15      - 4,235,993.251   382,857.352   MT  0.99976900   -0 49 45.6
 JE1906
 JE1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1906!SPC MO W     -   0.99996313  x   0.99994362  =   0.99990675
 JE1906!UTM  15      -   0.99996313  x   0.99976900  =   0.99973214
 JE1906
 JE1906|---------------------------------------------------------------------|
 JE1906| PID    Reference Object                     Distance      Geod. Az  |
 JE1906|                                                           dddmmss.s |
 JE1906| CN5810 BUTLER RM 3                          15.530 METERS 09507     |
 JE1906| CN5809 BUTLER RM 1                          39.063 METERS 12759     |
 JE1906| JE1908 BUTLER BATES CO CTHSE TOWER         APPROX. 0.9 KM 1405341.8 |
 JE1906| JE0575 BUTLER RM 2                          31.611 METERS 19737     |
 JE1906| JE0399 SKELLY                              APPROX. 9.2 KM 2405755.4 |
 JE1906| CN5808 BUTLER AZ MK                                       3303245.3 |
 JE1906|---------------------------------------------------------------------|
 JE1906
 JE1906                          SUPERSEDED SURVEY CONTROL
 JE1906
 JE1906  NAD 83(1997)-  38 15 51.64684(N)    094 20 20.51370(W) AD(       ) 1
 JE1906  NAD 83(1986)-  38 15 51.65524(N)    094 20 20.51129(W) AD(       ) 1
 JE1906  NAD 27      -  38 15 51.57200(N)    094 20 19.68100(W) AD(       ) 1
 JE1906
 JE1906.Superseded values are not recommended for survey control.
 JE1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1906.See file dsdata.txt to determine how the superseded data were derived.
 JE1906
 JE1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8285735993(NAD 83)
 JE1906_MARKER: DS = TRIANGULATION STATION DISK
 JE1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1906
 JE1906  HISTORY     - Date     Condition        Report By
 JE1906  HISTORY     - 1934     MONUMENTED       CGS
 JE1906  HISTORY     - 1948     GOOD             CGS
 JE1906  HISTORY     - 1957     GOOD             CGS
 JE1906
 JE1906                          STATION DESCRIPTION
 JE1906
 JE1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1906'STATION IS AT THE NORTHWEST EDGE OF THE TOWN OF BUTLER, IN
 JE1906'THE SOUTHWEST 1/4 OF SECTION 15, T 40 N, R 31 W, ON LAND
 JE1906'OWNED BY THE TOWN OF BUTLER AND OCCUPIED BY THE MUNICIPAL
 JE1906'STANDPIPE.  IT IS ON THE NORTH SIDE OF A LOT, 59 FEET NORTH OF
 JE1906'THE NORTH FACE OF STANDPIPE, 133 FEET NORTH OF THE CENTERLINE
 JE1906'OF W. MILLS STREET, 27 FEET EAST OF FENCE LINE, 30 FEET SOUTH
 JE1906'OF FENCE LINE, 38-1/2 FEET WEST OF FENCE LINE, 130 FEET WEST OF
 JE1906'THE CENTERLINE OF N. MAPLE STREET.  MARK PROJECTS 4 INCHES.
 JE1906'
 JE1906'R.M. NO. 1 IS SOUTHEAST OF THE STATION, 24 FEET WEST OF
 JE1906'THE CENTERLINE OF N. MAPLE STREET, 6 INCHES EAST OF FENCE LINE,
 JE1906'57 FEET NORTH OF THE CENTERLINE OF W. MILLS STREET, 27 FEET
 JE1906'NORTH OF THE SOUTHEAST FENCE CORNER OF LOT ADJOINING THAT
 JE1906'WHICH IS OCCUPIED BY THE STANDPIPE ., MARK PROJECTS 4 INCHES.
 JE1906'
 JE1906'R.M. NO. 2 IS SOUTH SOUTHWEST OF THE STATION, IN THE SOUTHWEST
 JE1906'CORNER OF LOT, 31 FEET NORTH OF THE CENTERLINE OF W. MILLS STREET,
 JE1906'6 INCHES EAST OF THE FENCE LINE, 156 FEET WEST OF THE
 JE1906'CENTERLINE OF N. MAPLE STREET.  MARK PROJECTS 4 INCHES.
 JE1906'
 JE1906'AZIMUTH MARK IS NORTH NORTHWEST OF THE STATION, IN THE
 JE1906'NORTHWEST CORNER OF PASTURE, ABOUT 45 FEET EAST OF THE
 JE1906'CENTERLINE OF U.S. ROUTE 71, 6 INCHES EAST OF FENCE LINE,
 JE1906'3 FEET SOUTH OF THE NORTHWEST FENCE CORNER OF PASTURE.  MARK
 JE1906'PROJECTS 4 INCHES.  IT IS 0.2 MILE WEST AND 0.4 MILE NORTH
 JE1906'OF THE STATION BY ROAD.
 JE1906'
 JE1906'TO REACH FROM THE NORTHWEST CORNER OF COURT HOUSE SQUARE,
 JE1906'GO WEST ON W. OHIO STREET 0.3 MILE TO N. MAPLE STREET, THENCE
 JE1906'NORTH ON N. MAPLE STREET 0.4 MILE TO W. MILLS STREET AND
 JE1906'STATION AT THE NORTHWEST CORNER.
 JE1906'
 JE1906'A LIGHT 60 FEET ABOVE SKELLY IS VISIBLE AT 40 FEET ABOVE
 JE1906'STATION MARK.
 JE1906'
 JE1906'A LIGHT 87 FEET ABOVE FERGUSON IS VISIBLE AT 60 FEET ABOVE
 JE1906'STATION MARK.
 JE1906'
 JE1906'A LIGHT 74 FEET ABOVE ECTON IS VISIBLE AT 40 FEET ABOVE
 JE1906'STATION MARK.
 JE1906'
 JE1906'THE AZIMUTH MARK IS VISIBLE AT 15 FEET ABOVE STATION MARK.
 JE1906
 JE1906                          STATION RECOVERY (1948)
 JE1906
 JE1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1906'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JE1906'REFERENCE MARK NO. 1 WAS DESTROYED AT THE REQUEST OF THE
 JE1906'PROPERTY OWNER AND WAS NOT REPLACED.  THE STATION WAS NOT
 JE1906'OCCUPIED. A NEW DESCRIPTION FOLLOWS.
 JE1906'
 JE1906'IN THE CITY OF BUTLER, BETWEEN NORTH HIGH AND NORTH MAPLE
 JE1906'STREETS, 133 FEET NORTH OF WEST MILLS STREET AND ON THE LOT
 JE1906'OCCUPIED BY THE BUTLER MUNICIPAL STANDPIPE.  IT PROJECTS 4 INCHES
 JE1906'AND IT IS STAMPED BUTLER 1934.
 JE1906'
 JE1906'REFERENCE MARK NO. 2 IS IN THE SOUTHWEST CORNER OF THE LOT
 JE1906'AT THE EDGE OF THE SIDEWALK AND 9 FEET NORTH OF THE CURBING
 JE1906'OF WEST MILLS STREET.  IT IS STAMPED BUTLER NO 2 1934 AND
 JE1906'PROJECTS 2 INCHES.
 JE1906'
 JE1906'THE AZIMUTH MARK IS LOCATED IN THE NORTHWEST CORNER OF A
 JE1906'PASTURE, 45 FEET EAST OF THE CENTER OF U.S. HIGHWAY 71, 3
 JE1906'FEET SOUTH OF A FENCE CORNER, AND 1 FOOT EAST OF A NORTH
 JE1906'AND SOUTH FENCE LINE.  IT IS STAMPED BUTLER AZIMUTH 1934
 JE1906'AND PROJECTS 4 INCHES.
 JE1906'
 JE1906'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 JE1906'71 AND COUNTY ROUTE H, GO NORTH ON U.S. HIGHWAY 71 FOR 0.5
 JE1906'MILE AND THE MARK ON THE RIGHT.
 JE1906
 JE1906                          STATION RECOVERY (1957)
 JE1906
 JE1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 JE1906'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JE1906'IN GOOD CONDITION.  THE LINE OF SIGHT FROM THE STATION TO
 JE1906'THE AZIMUTH MARK HAS BEEN OBSTRUCTED BY THE ERECTION OF A HOUSE
 JE1906'NEAR THE STATION.  THE MUNICIPAL STANDPIPE HAS BEEN RAZED
 JE1906'AND THE PROPERTY HAS BEEN SOLD TO MR. J.E. WALLACE WHO REQUESTED
 JE1906'THAT THE STATION MARK BE LOWERED.  R.M. NO. 3 WAS ESTABLISHED
 JE1906'AND THE STATION MARK LOWERED AS REQUESTED.  A COMPLETE
 JE1906'DESCRIPTION FOLLOWS.
 JE1906'
 JE1906'STATION IS LOCATED IN THE NORTHWEST PART OF THE TOWN OF
 JE1906'BUTLER IN THE SE 1/4 SEC. 15, T 40 N, R 31 W ON LAND OWNED
 JE1906'BY J.E. WALLACE, 133 FEET NORTH OF THE CENTER OF THE WEST
 JE1906'MILL STREET, 89 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER
 JE1906'OF BRICK CHIMNEY OF HOUSE AT 508 WEST MILL STREET, 67 FEET
 JE1906'NORTHWEST OF THE NORTHWEST CORNER OF MR. J.E. WALLACES HOUSE AT
 JE1906'500 WEST MILL STREET.  THE SURFACE MARK IS 12 INCHES BELOW THE
 JE1906'SURFACE OF THE GROUND AND THE DISK IS STAMPED BUTLER 1934.
 JE1906'
 JE1906'REFERENCE MARK NO. 2 IS 103.71 FEET SOUTH-SOUTHWEST OF THE
 JE1906'STATION, 83 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 JE1906'OF HOUSE, 30 FEET NORTH OF THE CENTER OF WEST MILL STREET,
 JE1906'16 FEET EAST OF A WHITE FENCE CORNER, 9 FEET EAST OF THE
 JE1906'CENTER OF DRIVEWAY, AND 3 FEET NORTH OF THE NORTHEDGE OF
 JE1906'SIDEWALK.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JE1906'BUTLER NO 2 1934.
 JE1906'
 JE1906'REFERENCE MARK NO. 3 IS 50.95 FEET EAST OF THE STATION, 36 FEET
 JE1906'NORTH OF THE NORTHWEST CORNER OF J.E. WALLACES HOUSE, AND 20.4
 JE1906'FEET SOUTH OF THE NORTH END OF SIDEWALK.  A STANDARD DISK
 JE1906'SET IN A DRILLHOLE IN CONCRETE SIDEWALK AND STAMPED BUTLER
 JE1906'NO 3 1934.
 JE1906'
 JE1906'THE AZIMUTH MARK IS 0. 7 MILE NORTH-NORTHWEST OF THE STATION
 JE1906'IN THE NORTHWEST CORNER OF A PASTURE, 45 FEET EAST OF THE
 JE1906'CENTER OF U.S. HIGHWAY 71, AND 3 FEET SOUTH OF A FENCE.
 JE1906'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DISK
 JE1906'IS STAMPED BUTLER AZIMUTH 1934.
 JE1906'
 JE1906'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON WEST
 JE1906'MILL STREET FOR 0.3 MILE TO U.S. HIGHWAY 71.  TURN RIGHT
 JE1906'AND GO NORTH ON U.S. HIGHWAY 71 FOR 0.65 MILE TO THE AZIMUTH
 JE1906'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0575 ***********************************************************************
 JE0575  DESIGNATION -  BUTLER RM 2
 JE0575  PID         -  JE0575
 JE0575  STATE/COUNTY-  MO/BATES
 JE0575  USGS QUAD   -  BUTLER (1961)
 JE0575
 JE0575                         *CURRENT SURVEY CONTROL
 JE0575  ___________________________________________________________________
 JE0575* NAD 83(1986)-  38 15 51.     (N)    094 20 20.     (W)     SCALED    
 JE0575* NAVD 88     -       268.634  (meters)     881.34   (feet)  ADJUSTED  
 JE0575  ___________________________________________________________________
 JE0575  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0575  DYNAMIC HT  -         268.440 (meters)     880.71  (feet)  COMP
 JE0575  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 JE0575
 JE0575  VERT ORDER  -  SECOND    CLASS 0
 JE0575
 JE0575.The horizontal coordinates were scaled from a topographic map and have
 JE0575.an estimated accuracy of +/- 6 seconds.
 JE0575
 JE0575.The orthometric height was determined by differential leveling
 JE0575.and adjusted by the National Geodetic Survey in June 1991..
 JE0575
 JE0575.The geoid height was determined by GEOID03.
 JE0575
 JE0575.The dynamic height is computed by dividing the NAVD 88
 JE0575.geopotential number by the normal gravity value computed on the
 JE0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0575.degrees latitude (g = 980.6199 gals.).
 JE0575
 JE0575.The modeled gravity was interpolated from observed gravity values.
 JE0575
 JE0575;                    North         East    Units  Estimated Accuracy
 JE0575;SPC MO W     -   232,780.      864,100.      MT  (+/- 180 meters Scaled)
 JE0575
 JE0575                          SUPERSEDED SURVEY CONTROL
 JE0575
 JE0575  NGVD 29 (??/??/92)  268.512  (m)          880.94   (f) ADJ UNCH    2 0
 JE0575
 JE0575.Superseded values are not recommended for survey control.
 JE0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0575.See file dsdata.txt to determine how the superseded data were derived.
 JE0575
 JE0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC828359(NAD 83)
 JE0575_MARKER: DR = REFERENCE MARK DISK
 JE0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0575_STAMPING: BUTLER NO 2
 JE0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0575+STABILITY: SURFACE MOTION
 JE0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0575+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 JE0575
 JE0575  HISTORY     - Date     Condition        Report By
 JE0575  HISTORY     - 1934     MONUMENTED       CGS
 JE0575  HISTORY     - 1963     GOOD             NGS
 JE0575  HISTORY     - 20050507 GOOD             INDIV
 JE0575
 JE0575                          STATION DESCRIPTION
 JE0575
 JE0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0575'0.6 MI E FROM BUTLER.
 JE0575'ABOUT 0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0575'THE STATION AT BUTLER, THENCE 0.3 MILE EAST ALONG STATE ROAD H,
 JE0575'150 FEET WEST OF THE CENTER LINE OF THE ROAD, 10 FEET EAST OF
 JE0575'A DRIVEWAY, 2 1/2 FEET NORTH OF THE SIDEWALK, ABOUT 2 FEET ABOVE
 JE0575'THE LEVEL OF THE GROUND, AND SET IN THE TOP OF A CONCRETE POST
 JE0575'PROJECTING 2 INCHES.
 JE0575
 JE0575                          STATION RECOVERY (2005)
 JE0575
 JE0575'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0922 ***********************************************************************
 GF0922  DESIGNATION -  BUTTERFIELD
 GF0922  PID         -  GF0922
 GF0922  STATE/COUNTY-  MO/BARRY
 GF0922  USGS QUAD   -  EXETER (1974)
 GF0922
 GF0922                         *CURRENT SURVEY CONTROL
 GF0922  ___________________________________________________________________
 GF0922* NAD 83(1997)-  36 44 35.46106(N)    093 52 43.47268(W)     ADJUSTED  
 GF0922* NAVD 88     -       463.14   (+/-2cm)    1519.5    (feet)  VERTCON   
 GF0922  ___________________________________________________________________
 GF0922  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 GF0922  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GF0922
 GF0922  HORZ ORDER  -  SECOND
 GF0922  VERT ORDER  -  THIRD ? (See Below)
 GF0922
 GF0922.The horizontal coordinates were established by classical geodetic methods
 GF0922.and adjusted by the National Geodetic Survey in February 2000..
 GF0922
 GF0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0922.The vertical order pertains to the NGVD 29 superseded value.
 GF0922
 GF0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0922
 GF0922.The geoid height was determined by GEOID03.
 GF0922
 GF0922;                    North         East     Units Scale Factor Converg.
 GF0922;SPC MO W     -    64,150.806   905,481.649   MT  0.99997909   +0 22 18.0
 GF0922;UTM  15      - 4,066,743.419   421,549.904   MT  0.99967582   -0 31 32.6
 GF0922
 GF0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0922!SPC MO W     -   0.99993180  x   0.99997909  =   0.99991090
 GF0922!UTM  15      -   0.99993180  x   0.99967582  =   0.99960765
 GF0922
 GF0922|---------------------------------------------------------------------|
 GF0922| PID    Reference Object                     Distance      Geod. Az  |
 GF0922|                                                           dddmmss.s |
 GF0922| CI1331 BUTTERFIELD RM 1                     22.342 METERS 10332     |
 GF0922| CI3442 TT 49 C                                            2680234.5 |
 GF0922| CI1332 BUTTERFIELD RM 2                     26.645 METERS 35454     |
 GF0922|---------------------------------------------------------------------|
 GF0922
 GF0922                          SUPERSEDED SURVEY CONTROL
 GF0922
 GF0922  NAD 83(1997)-  36 44 35.46143(N)    093 52 43.47266(W) AD(       ) 2
 GF0922  NAD 83(1997)-  36 44 35.46481(N)    093 52 43.47204(W) AD(       ) 2
 GF0922  NAD 83(1997)-  36 44 35.47146(N)    093 52 43.47339(W) AD(       ) 2
 GF0922  NAD 83(1986)-  36 44 35.47347(N)    093 52 43.47318(W) AD(       ) 2
 GF0922  NAD 27      -  36 44 35.24940(N)    093 52 42.74620(W) AD(       ) 2
 GF0922  NGVD 29 (07/19/86)  462.98   (m)         1519.0    (f) LEVELING    3  
 GF0922
 GF0922.Superseded values are not recommended for survey control.
 GF0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0922.See file dsdata.txt to determine how the superseded data were derived.
 GF0922
 GF0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2155066743(NAD 83)
 GF0922_MARKER: DS = TRIANGULATION STATION DISK
 GF0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0922+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2002
 GF0922
 GF0922  HISTORY     - Date     Condition        Report By
 GF0922  HISTORY     - 1961     MONUMENTED       CGS
 GF0922  HISTORY     - 20021013 GOOD             GEOCAC
 GF0922
 GF0922                          STATION DESCRIPTION
 GF0922
 GF0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0922'ABOUT 1-3/4 MILES EAST OF THE VILLAGE OF BUTTERFIELD, IN THE
 GF0922'SOUTHWEST 1/4 OF SECTION 32, T 24 N, R 27 W. AND ON PROPERTY
 GF0922'OWNED BY MR. HOWARD SMITH.  IT IS 14 FEET WEST OF A WITNESS POST,
 GF0922'24 FEET NORTHWEST OF A FENCE CORNER, 34 FEET NORTH OF THE
 GF0922'CENTERLINE OF A GRAVELED ROAD AND 48 FEET EAST OF THE SOUTHEAST
 GF0922'CORNER OF A FRAME HOUSE.  THE MONUMENT PROJECTS 2 INCHES AND
 GF0922'THE DISK IS STAMPED BUTTERFIELD 1961.
 GF0922'
 GF0922'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND COUNTY ROAD
 GF0922'W AT THE SOUTH EDGE OF BUTTERFIELD, GO EAST ON A GRAVELED ROAD
 GF0922'FOR 1.3 MILES TO A REVERSE ROAD FORK.  CONTINUE NORTHEAST ON THE
 GF0922'GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 GF0922'AND GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO TTC 49 (USGS) B.M.
 GF0922'ON THE RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.2 MILE
 GF0922'TO THE STATION ON THE LEFT.
 GF0922'
 GF0922'REFERENCE MARK 1 IS 1 FOOT NORTH OF A WIRE FENCE AND 16 FEET NORTH
 GF0922'OF THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS
 GF0922'2 INCHES AND THE DISK IS STAMPED BUTTERFIELD NO 1 1961.
 GF0922'
 GF0922'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A WIRE FENCE AND 12 FEET
 GF0922'WEST OF A 40 INCH OAK TREE.  THE MONUMENT PROJECTS 1 INCH AND
 GF0922'THE DISK IS STAMPED BUTTERFIELD NO 2 1961.
 GF0922'
 GF0922'TT 49C (USGS) IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN
 GF0922'THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING 5 INCHES
 GF0922'AND IS STAMPED TT 49C 1934.  IT IS 13 FEET EAST OF THE CENTERLINE
 GF0922'OF A GRAVELED DRIVEWAY, 16 FEET SOUTH OF THE CENTERLINE OF A
 GF0922'GRAVELED ROAD AND 74 FEET NORTH OF THE NORTHWEST CORNER OF
 GF0922'A HOUSE.
 GF0922'
 GF0922'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0922
 GF0922                          STATION RECOVERY (2002)
 GF0922
 GF0922'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0922'REF.1 DISTURBED AND OUT OF THE GROUND,DID NOT RECOVER REF.2 OR TT49C
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0132 ***********************************************************************
 HD0132  DESIGNATION -  BUZZARD
 HD0132  PID         -  HD0132
 HD0132  STATE/COUNTY-  MO/PULASKI
 HD0132  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0132
 HD0132                         *CURRENT SURVEY CONTROL
 HD0132  ___________________________________________________________________
 HD0132* NAD 83(1997)-  37 48 52.25702(N)    092 21 30.73831(W)     ADJUSTED  
 HD0132* NAVD 88     -       333.908  (meters)    1095.50   (feet)  ADJUSTED  
 HD0132  ___________________________________________________________________
 HD0132  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HD0132  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HD0132  DYNAMIC HT  -         333.659 (meters)    1094.68  (feet)  COMP
 HD0132  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 HD0132
 HD0132  HORZ ORDER  -  FIRST
 HD0132  VERT ORDER  -  SECOND    CLASS 0
 HD0132
 HD0132.The horizontal coordinates were established by classical geodetic methods
 HD0132.and adjusted by the National Geodetic Survey in February 2000..
 HD0132
 HD0132.The orthometric height was determined by differential leveling
 HD0132.and adjusted by the National Geodetic Survey in June 1991..
 HD0132
 HD0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0132
 HD0132.The geoid height was determined by GEOID03.
 HD0132
 HD0132.The dynamic height is computed by dividing the NAVD 88
 HD0132.geopotential number by the normal gravity value computed on the
 HD0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0132.degrees latitude (g = 980.6199 gals.).
 HD0132
 HD0132.The modeled gravity was interpolated from observed gravity values.
 HD0132
 HD0132;                    North         East     Units Scale Factor Converg.
 HD0132;SPC MO C     -   219,855.265   512,455.321   MT  0.99993524   +0 05 12.2
 HD0132;UTM  15      - 4,185,429.272   556,460.463   MT  0.99963926   +0 23 35.9
 HD0132
 HD0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0132!SPC MO C     -   0.99995244  x   0.99993524  =   0.99988769
 HD0132!UTM  15      -   0.99995244  x   0.99963926  =   0.99959172
 HD0132
 HD0132|---------------------------------------------------------------------|
 HD0132| PID    Reference Object                     Distance      Geod. Az  |
 HD0132|                                                           dddmmss.s |
 HD0132| HD0133 BUZZARD RM 1                         21.120 METERS 00356     |
 HD0132| HD0134 BUZZARD RM 2                         27.234 METERS 05600     |
 HD0132| CN5811 BUZZARD AZ MK                                      1472207.8 |
 HD0132|---------------------------------------------------------------------|
 HD0132
 HD0132                          SUPERSEDED SURVEY CONTROL
 HD0132
 HD0132  NAD 83(1986)-  37 48 52.26990(N)    092 21 30.73739(W) AD(       ) 1
 HD0132  NAD 27      -  37 48 52.12800(N)    092 21 30.12600(W) AD(       ) 1
 HD0132  NGVD 29 (??/??/92)  333.805  (m)         1095.16   (f) ADJ UNCH    2 0
 HD0132
 HD0132.Superseded values are not recommended for survey control.
 HD0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0132.See file dsdata.txt to determine how the superseded data were derived.
 HD0132
 HD0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB5646085429(NAD 83)
 HD0132_MARKER: DB = BENCH MARK DISK
 HD0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0132_STAMPING: BUZZARD 1946
 HD0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0132+STABILITY: SURFACE MOTION
 HD0132
 HD0132  HISTORY     - Date     Condition        Report By
 HD0132  HISTORY     - 1946     MONUMENTED       CGS
 HD0132  HISTORY     - 1946     GOOD             CGS
 HD0132
 HD0132                          STATION DESCRIPTION
 HD0132
 HD0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD0132'THE STATION IS LOCATED ABOUT 8.5 MILES WEST OF WAYNESVILLE, 4
 HD0132'MILES SOUTHEAST OF RICHLAND AND ON LAND OWNED BY HARRY L. EVANS.
 HD0132'IT IS A 100 YARDS SOUTH OF THE EVANS FARMHOUSE, 100 YARDS WEST
 HD0132'OF ROUTE A, 15 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 HD0132'WITNESS POST AND ON A RIM OF A HIGH BLUFF OVERLOOKING THE
 HD0132'GASCONADE RIVER.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 HD0132'STAMPED BUZZARD 1946.
 HD0132'
 HD0132'REFERENCE MARK NO. 1 IS 69.29 FEET NORTH OF THE STATION.  IT
 HD0132'IS 12 FEET WEST OF A NORTH-SOUTH FENCE LINE AND IS ABOUT 2 FEET
 HD0132'LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK PROJECTS 2
 HD0132'INCHES AND THE DISK IS STAMPED BUZZARD NO 1 1946.
 HD0132'
 HD0132'REFERENCE MARK NO. 2 IS 89.35 FEET NORTHEAST OF THE STATION,
 HD0132'IT IS LOCATED ON THE NORTHERN EDGE OF SOME PASTURE LAND,
 HD0132'2 FEET SOUTH OF AN EAST-WEST FENCE LINE AND ABOUT 350 FEET SOUTH
 HD0132'OF THE EVANS FARMHOUSE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 HD0132'IS STAMPED BUZZARD NO 2 1946.
 HD0132'
 HD0132'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION, ABOUT 200
 HD0132'FEET SOUTH OF AN OLD UNPAINTED BARN AND 18 FEET NORTHWEST OF A
 HD0132'LONE CEDAR TREE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 HD0132'STAMPED BUZZARD 1946.
 HD0132'
 HD0132'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST TO ROUTE A,
 HD0132'TURN RIGHT AND GO 0.3 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT
 HD0132'AND GO 0.05 MILE TO A BOARD GATE, PASS THROUGH GATE AND CONTINUE
 HD0132'ON TRACK ROAD FOR 0.1 MILE TO AN OLD UNPAINTED BARN AND AZIMUTH
 HD0132'MARK AS DESCRIBED.
 HD0132'
 HD0132'TO REACH THE STATION FROM THE MAIN CROSSROADS IN SMALL VILLAGE
 HD0132'OF HAZELGREEN, GO EAST ON U.S. HIGHWAY 66 FOR 7.25 MILES TO
 HD0132'JUNCTION OF ROUTE A AND SIGN LEBANON 23 MILES.  TURN LEFT ON ROUTE
 HD0132'A AND GO 5.2 MILES TO GASCONADE RIVER BRIDGE, CROSS BRIDGE
 HD0132'AND CONTINUE ON ROUTE A FOR 1.8 MILE TO EVANS FARM DRIVEWAY ON
 HD0132'THE LEFT, TURN LEFT AND DRIVE THROUGH YOUNG PEACH ORCHARD TO
 HD0132'THE STATION AS DESCRIBED.
 HD0132'
 HD0132'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HD0132
 HD0132                          STATION RECOVERY (1946)
 HD0132
 HD0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 HD0132'5.3 MI SE FROM RICHLAND.
 HD0132'5.3 MILES SOUTHEAST OF RICHLAND ALONG PULASKI COUNTY HIGHWAY
 HD0132'A, AT THE HARRY EVANS FARM, 285 FEET SOUTH OF THE SOUTHWEST
 HD0132'CORNER OF THE FARM HOUSE, 89 FEET SOUTHWEST OF BUZZARD R.M. 2,
 HD0132'71 FEET SOUTH OF BUZZARD R.M. 1, A BRONZE TRIANGULATION STATION
 HD0132'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1046 ***********************************************************************
 HC1046  DESIGNATION -  BUZZARD
 HC1046  PID         -  HC1046
 HC1046  STATE/COUNTY-  MO/ST FRANCOIS
 HC1046  USGS QUAD   -  GRANITEVILLE (1968)
 HC1046
 HC1046                         *CURRENT SURVEY CONTROL
 HC1046  ___________________________________________________________________
 HC1046* NAD 83(1997)-  37 38 50.63199(N)    090 37 37.89724(W)     ADJUSTED  
 HC1046* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 HC1046  ___________________________________________________________________
 HC1046  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 HC1046  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 HC1046
 HC1046  HORZ ORDER  -  FIRST
 HC1046
 HC1046.The horizontal coordinates were established by classical geodetic methods
 HC1046.and adjusted by the National Geodetic Survey in February 2000..
 HC1046
 HC1046.The orthometric height was scaled from a topographic map.
 HC1046
 HC1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1046
 HC1046.The geoid height was determined by GEOID03.
 HC1046
 HC1046;                    North         East     Units Scale Factor Converg.
 HC1046;SPC MO E     -   201,306.018   238,775.734   MT  0.99993488   -0 04 39.7
 HC1046;UTM  15      - 4,169,342.694   709,334.902   MT  1.00013979   +1 26 59.4
 HC1046
 HC1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1046!SPC MO E     -   0.99992660  x   0.99993488  =   0.99986148
 HC1046!UTM  15      -   0.99992660  x   1.00013979  =   1.00006637
 HC1046
 HC1046:                Primary Azimuth Mark                     Grid Az
 HC1046:SPC MO E     -  FARMINGTON MUNICIPAL TANK                050 42 38.8
 HC1046:UTM  15      -  FARMINGTON MUNICIPAL TANK                049 10 59.7
 HC1046
 HC1046|---------------------------------------------------------------------|
 HC1046| PID    Reference Object                     Distance      Geod. Az  |
 HC1046|                                                           dddmmss.s |
 HC1046| HC0939 FARMINGTON MUNICIPAL TANK           APPROX.22.7 KM 0503759.1 |
 HC1046| HC1045 TAUM SAUK LOOKOUT TOWER             APPROX.11.9 KM 2225023.2 |
 HC1046| CI3172 BUZZARD RM 2                         17.946 METERS 23752     |
 HC1046| HC1047 BELL MOUNTAIN LOOKOUT TOWER         APPROX.17.3 KM 2705253.2 |
 HC1046| CI3170 BUZZARD AZ MK                                      2970349.3 |
 HC1046| CI3171 BUZZARD RM 1                         21.587 METERS 32907     |
 HC1046|---------------------------------------------------------------------|
 HC1046
 HC1046                          SUPERSEDED SURVEY CONTROL
 HC1046
 HC1046  NAD 83(1997)-  37 38 50.64179(N)    090 37 37.89608(W) AD(       ) 1
 HC1046  NAD 83(1986)-  37 38 50.64508(N)    090 37 37.89503(W) AD(       ) 1
 HC1046  NAD 27      -  37 38 50.48100(N)    090 37 37.45600(W) AD(       ) 1
 HC1046
 HC1046.Superseded values are not recommended for survey control.
 HC1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1046.See file dsdata.txt to determine how the superseded data were derived.
 HC1046
 HC1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB0933569343(NAD 83)
 HC1046_MARKER: DS = TRIANGULATION STATION DISK
 HC1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1046+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 HC1046
 HC1046  HISTORY     - Date     Condition        Report By
 HC1046  HISTORY     - 1938     MONUMENTED       CGS
 HC1046  HISTORY     - 1956     GOOD             CGS
 HC1046  HISTORY     - 20031009 GOOD             MODNR
 HC1046
 HC1046                          STATION DESCRIPTION
 HC1046
 HC1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC1046'STATION IS NEAR WEST END AND HIGHEST POINT OF BUZZARD MOUNTAIN,
 HC1046'A HIGH WOODED BENCH LYING ABOUT 2 MILES NORTH-NORTHEAST OF THE
 HC1046'VILLAGE OF PILOT KNOB AND A MOUNTAIN OF THE SAME NAME.  IT IS
 HC1046'ABOUT 1 MILE EAST OF THE PRYOR FARM ON THE GRADED ROAD LEADING
 HC1046'NORTH FROM PILOT KNOB AND IS THE HIGHEST POINT IN THE VICINITY.
 HC1046'MARK IS SET ABOUT 100 FEET EAST OF A LARGE ROCK BENCH,
 HC1046'IN A ROCKY AREA.  SEVERAL TREES NEAR STATION ARE MARKED WITH
 HC1046'TRIANGLE BLAZES.
 HC1046'
 HC1046'STATION IS REACHED FROM PILOT KNOB, DRIVE NORTH FROM POST
 HC1046'OFFICE ON A GRADED ROAD THAT CROSSES THE RAILROAD TRACKS
 HC1046'AT THE NORTH END OF THE VILLAGE 1.3 MILES TO CEMETERY ON LEFT
 HC1046'AND LANE ON RIGHT.  DRIVE RIGHT ON LANE PASSING TO LEFT OF SMALL
 HC1046'HOUSE, UP MOUNTAIN FOR 1.6 MILES TO STATION ON RIGHT.
 HC1046'
 HC1046'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 HC1046'DISKS SET IN CONCRETE.
 HC1046'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 HC1046'BEDROCK.
 HC1046'
 HC1046'REFERENCE MARK NO. 1 IS SET IN BEDROCK 70.95 FEET NORTH-NORTHWEST
 HC1046'OF STATION.
 HC1046'
 HC1046'REFERENCE MARK NO. 2 IS SET IN BEDROCK, 58.84 FEET
 HC1046'WEST-SOUTHWEST OF STATION.
 HC1046'
 HC1046'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 HC1046'IS 93.01 FEET.
 HC1046'
 HC1046'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHWEST OF STATION.
 HC1046'FROM STATION DRIVE NORTH AND WEST ON TRACK ROAD 0.6 MILE TO
 HC1046'OUTCROPPING BEDROCK ON LEFT, PROJECTING ABOUT 6 FEET.  MARK IS
 HC1046'SET IN HIGHEST POINT WHICH IS AT THE NORTHEAST CORNER OF ROCK
 HC1046'AREA.  ROCK AREA IS ABOUT 50 FEET SOUTH OF TRACK ROAD.
 HC1046'
 HC1046'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 HC1046
 HC1046                          STATION RECOVERY (1956)
 HC1046
 HC1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1046'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 HC1046'CONDITION.  THE LAST 1.5 MILES OF ROAD IS VERY POOR AND A 4 WHEEL
 HC1046'DRIVE TRUCK IS NECESSARY.  A COMPLETE DESCRIPTION FOLLOWS.
 HC1046'
 HC1046'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES SOUTHEAST OF
 HC1046'BELLEVIEW, 2 MILES NORTH NORTHEAST OF THE VILLAGE OF PILOT KNOB
 HC1046'AND A MOUNTAIN OF THE SAME NAME, NEAR THE WEST END AND HIGHEST
 HC1046'POINT OF BUZZARD MOUNTAIN WHICH IS THE HIGHEST POINT IN THE
 HC1046'VICINITY.
 HC1046'
 HC1046'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE IN
 HC1046'PILOT KNOB, GO NORTH ON STATE HIGHWAY 21 FOR 0.05 MILE, TURN
 HC1046'RIGHT, EAST, AND GO 0.25 MILE TO A T INTERSECTION, TURN LEFT
 HC1046'AND GO 0.1 MILE, TAKE THE RIGHT FORK AND GO 1.2 MILES TO THE
 HC1046'NORTH END OF A CEMETERY AND A DRIVE WAY ON THE RIGHT.  FROM HERE
 HC1046'A 4 WHEEL DRIVE TRUCK IS NECESSARY.  THE STATION IS ABOUT 1
 HC1046'MILE EAST NORTHEAST.  FROM THE DRIVE WAY GO ABOUT 100 FEET EAST
 HC1046'OF THE SOUTHEAST CORNER OF A SMALL CABIN TO A WIRE FENCE AND
 HC1046'A TRACK ROAD, TAKE THE TRACK ROAD EASTERLY FOR 0.15 MILE TO A
 HC1046'FORK AT AN OAK TREE WITH TWO BLAZES, TAKE THE LEFT FORK, PASS
 HC1046'THROUGH A WIRE FENCE, AND FOLLOW A TRACK ROAD FOR 0.9 MILE TO
 HC1046'THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON THE TRACK ROAD FOR
 HC1046'0.3 MILE, TAKE THE RIGHT FORK AND CONTINUE ALONG THE RIDGE FOR 0.4
 HC1046'MILE TO THE HIGHEST POINT AND THE STATION.
 HC1046'
 HC1046'STATION MARK, STAMPED BUZZARD 1938, IS A STANDARD DISK SET IN
 HC1046'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 HC1046'IT IS 8.4 FEET SOUTHWEST OF A WITNESS POST.
 HC1046'
 HC1046'REFERENCE MARK NUMBER 1, STAMPED BUZZARD NO 1 1938, IS A
 HC1046'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 2
 HC1046'FEET SQUARE AND PROJECTING 8 INCHES.  IT IS AT THE SAME ELEVATION
 HC1046'AS THE STATION.
 HC1046'
 HC1046'REFERENCE MARK NUMBER 2, STAMPED BUZZARD NO 2 1938, IS A
 HC1046'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 2 BY 1
 HC1046'FEET AND PROJECTING 4 INCHES.  IT IS AT THE SAME ELEVATION AS
 HC1046'THE STATION.
 HC1046'
 HC1046'AZIMUTH MARK, STAMPED BUZZARD 1938, IS A STANDARD DISK CEMENTED
 HC1046'IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 15 BY 10 FEET AND
 HC1046'PROJECTING 5 FEET.  IT IS ABOUT 50 FEET SOUTH OF THE TRACK ROAD
 HC1046'AND MARKED BY A 2 FOOT CAIRN.
 HC1046
 HC1046                          STATION RECOVERY (2003)
 HC1046
 HC1046'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (RWR)
 HC1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0133 ***********************************************************************
 HD0133  DESIGNATION -  BUZZARD RM 1
 HD0133  PID         -  HD0133
 HD0133  STATE/COUNTY-  MO/PULASKI
 HD0133  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0133
 HD0133                         *CURRENT SURVEY CONTROL
 HD0133  ___________________________________________________________________
 HD0133* NAD 83(1986)-  37 48 52.     (N)    092 21 31.     (W)     SCALED    
 HD0133* NAVD 88     -       333.247  (meters)    1093.33   (feet)  ADJUSTED  
 HD0133  ___________________________________________________________________
 HD0133  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HD0133  DYNAMIC HT  -         332.998 (meters)    1092.51  (feet)  COMP
 HD0133  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 HD0133
 HD0133  VERT ORDER  -  SECOND    CLASS 0
 HD0133
 HD0133.The horizontal coordinates were scaled from a topographic map and have
 HD0133.an estimated accuracy of +/- 6 seconds.
 HD0133
 HD0133.The orthometric height was determined by differential leveling
 HD0133.and adjusted by the National Geodetic Survey in June 1991..
 HD0133
 HD0133.The geoid height was determined by GEOID03.
 HD0133
 HD0133.The dynamic height is computed by dividing the NAVD 88
 HD0133.geopotential number by the normal gravity value computed on the
 HD0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0133.degrees latitude (g = 980.6199 gals.).
 HD0133
 HD0133.The modeled gravity was interpolated from observed gravity values.
 HD0133
 HD0133;                    North         East    Units  Estimated Accuracy
 HD0133;SPC MO C     -   219,850.      512,450.      MT  (+/- 180 meters Scaled)
 HD0133
 HD0133                          SUPERSEDED SURVEY CONTROL
 HD0133
 HD0133  NGVD 29 (??/??/92)  333.144  (m)         1092.99   (f) ADJ UNCH    2 0
 HD0133
 HD0133.Superseded values are not recommended for survey control.
 HD0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0133.See file dsdata.txt to determine how the superseded data were derived.
 HD0133
 HD0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB564854(NAD 83)
 HD0133_MARKER: DR = REFERENCE MARK DISK
 HD0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0133_STAMPING: BUZZARD NO 1
 HD0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0133+STABILITY: SURFACE MOTION
 HD0133
 HD0133  HISTORY     - Date     Condition        Report By
 HD0133  HISTORY     - 1946     MONUMENTED       CGS
 HD0133  HISTORY     - 1946     GOOD             NGS
 HD0133
 HD0133                          STATION DESCRIPTION
 HD0133
 HD0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0133'5.3 MI SE FROM RICHLAND.
 HD0133'5.3 MILES SOUTHEAST OF THE RAILROAD STATION AT RICHLAND ALONG
 HD0133'PULASKI COUNTY HIGHWAY A, AT THE HARRY EVANS FARM, 265 FEET
 HD0133'SOUTH OF THE SOUTHWEST CORNER OF THE FARM HOUSE, 72 FEET WEST OF
 HD0133'BUZZARD R.M. 2.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 HD0133'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0134 ***********************************************************************
 HD0134  DESIGNATION -  BUZZARD RM 2
 HD0134  PID         -  HD0134
 HD0134  STATE/COUNTY-  MO/PULASKI
 HD0134  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0134
 HD0134                         *CURRENT SURVEY CONTROL
 HD0134  ___________________________________________________________________
 HD0134* NAD 83(1986)-  37 48 52.     (N)    092 21 31.     (W)     SCALED    
 HD0134* NAVD 88     -       333.118  (meters)    1092.90   (feet)  ADJUSTED  
 HD0134  ___________________________________________________________________
 HD0134  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HD0134  DYNAMIC HT  -         332.869 (meters)    1092.09  (feet)  COMP
 HD0134  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 HD0134
 HD0134  VERT ORDER  -  SECOND    CLASS 0
 HD0134
 HD0134.The horizontal coordinates were scaled from a topographic map and have
 HD0134.an estimated accuracy of +/- 6 seconds.
 HD0134
 HD0134.The orthometric height was determined by differential leveling
 HD0134.and adjusted by the National Geodetic Survey in June 1991..
 HD0134
 HD0134.The geoid height was determined by GEOID03.
 HD0134
 HD0134.The dynamic height is computed by dividing the NAVD 88
 HD0134.geopotential number by the normal gravity value computed on the
 HD0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0134.degrees latitude (g = 980.6199 gals.).
 HD0134
 HD0134.The modeled gravity was interpolated from observed gravity values.
 HD0134
 HD0134;                    North         East    Units  Estimated Accuracy
 HD0134;SPC MO C     -   219,850.      512,450.      MT  (+/- 180 meters Scaled)
 HD0134
 HD0134                          SUPERSEDED SURVEY CONTROL
 HD0134
 HD0134  NGVD 29 (??/??/92)  333.014  (m)         1092.56   (f) ADJ UNCH    2 0
 HD0134
 HD0134.Superseded values are not recommended for survey control.
 HD0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0134.See file dsdata.txt to determine how the superseded data were derived.
 HD0134
 HD0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB564854(NAD 83)
 HD0134_MARKER: DR = REFERENCE MARK DISK
 HD0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0134_STAMPING: BUZZARD NO 2
 HD0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0134+STABILITY: SURFACE MOTION
 HD0134
 HD0134  HISTORY     - Date     Condition        Report By
 HD0134  HISTORY     - 1946     MONUMENTED       CGS
 HD0134  HISTORY     - 1946     GOOD             NGS
 HD0134
 HD0134                          STATION DESCRIPTION
 HD0134
 HD0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0134'5.3 MI SE FROM RICHLAND.
 HD0134'5.3 MILES SOUTHEAST OF THE RAILROAD STATION AT RICHLAND ALONG
 HD0134'PULASKI COUNTY HIGHWAY A, AT THE HARRY EVANS FARM, 264 FEET
 HD0134'SOUTH OF THE SOUTHWEST CORNER OF THE FARM HOUSE, 89 FEET
 HD0134'NORTHWEST OF TRIANGULATION STATION BUZZARD, 72 FEET EAST OF
 HD0134'BUZZARD R.M. 1.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF
 HD0134'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1408 ***********************************************************************
 KE1408  DESIGNATION -  BY PASS
 KE1408  PID         -  KE1408
 KE1408  STATE/COUNTY-  MO/CLAY
 KE1408  USGS QUAD   -  LIBERTY (1990)
 KE1408
 KE1408                         *CURRENT SURVEY CONTROL
 KE1408  ___________________________________________________________________
 KE1408* NAD 83(1997)-  39 12 00.82467(N)    094 24 11.82975(W)     ADJUSTED  
 KE1408* NAVD 88     -       259.     (meters)     850.     (feet)  VERTCON   
 KE1408  ___________________________________________________________________
 KE1408  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 KE1408  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KE1408
 KE1408  HORZ ORDER  -  SECOND
 KE1408
 KE1408.The horizontal coordinates were established by classical geodetic methods
 KE1408.and adjusted by the National Geodetic Survey in February 2000..
 KE1408
 KE1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1408
 KE1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1408
 KE1408.The geoid height was determined by GEOID03.
 KE1408
 KE1408;                    North         East     Units Scale Factor Converg.
 KE1408;SPC MO W     -   336,681.450   858,353.828   MT  0.99994204   +0 03 40.1
 KE1408;UTM  15      - 4,339,934.561   378,827.759   MT  0.99978079   -0 53 13.3
 KE1408
 KE1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1408!SPC MO W     -   0.99996447  x   0.99994204  =   0.99990651
 KE1408!UTM  15      -   0.99996447  x   0.99978079  =   0.99974526
 KE1408
 KE1408:                Primary Azimuth Mark                     Grid Az
 KE1408:SPC MO W     -  STANDPIPE DIST 5 WATERWORKS              065 35 12.1
 KE1408:UTM  15      -  STANDPIPE DIST 5 WATERWORKS              066 32 05.5
 KE1408
 KE1408|---------------------------------------------------------------------|
 KE1408| PID    Reference Object                     Distance      Geod. Az  |
 KE1408|                                                           dddmmss.s |
 KE1408| CL7662 STANDPIPE DIST 5 WATERWORKS                        0653852.2 |
 KE1408| KE1417 LIBERTY MISSOURI ST MUN TANK        APPROX. 6.0 KM 3473706.3 |
 KE1408|---------------------------------------------------------------------|
 KE1408
 KE1408                          SUPERSEDED SURVEY CONTROL
 KE1408
 KE1408  NAD 83(1997)-  39 12 00.82470(N)    094 24 11.82984(W) AD(       ) 2
 KE1408  NAD 83(1986)-  39 12 00.83162(N)    094 24 11.82461(W) AD(       ) 2
 KE1408  NAD 27      -  39 12 00.82263(N)    094 24 11.00319(W) AD(       ) 2
 KE1408  NGVD 29 (07/19/86)  259.     (m)          850.     (f) VERT ANG       
 KE1408
 KE1408.Superseded values are not recommended for survey control.
 KE1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1408.See file dsdata.txt to determine how the superseded data were derived.
 KE1408
 KE1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7882839935(NAD 83)
 KE1408_MARKER: DD = SURVEY DISK
 KE1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1408+STABILITY: SURFACE MOTION
 KE1408
 KE1408  HISTORY     - Date     Condition        Report By
 KE1408  HISTORY     - 1974     MONUMENTED       USE
 KE1408  HISTORY     - 20020114 GOOD             NGS
 KE1408  HISTORY     - 20060219 GOOD             GEOCAC
 KE1408
 KE1408                          STATION DESCRIPTION
 KE1408
 KE1408'DESCRIBED BY US ENGINEERS 1974
 KE1408'CLAY CO., MO., T-51-N, R-31 W.  ABOUT 1500 FT W. AND 2400 FT N. OF
 KE1408'SE. COR. SEC. 29.  STATION LOCATED ON STATE R/W AT WEST SIDE OF OLD
 KE1408'HWY. 71 BY-PASS AND NORTH OF NEW HWY. 210.  A C OF E DISC STAMPED
 KE1408'BY-PASS-1974, SET IN TOP OF ROUND CONCRETE POST FLUSH WITH GROUND.
 KE1408'
 KE1408'TO REACH--
 KE1408'
 KE1408'FROM HWY. 291 BRIDGE OVER MISSOURI RIVER, GO NORTH UNTIL YOU CROSS
 KE1408'THE NEW HWY. BRIDGE ACROSS THE OLD MISSOURI RIVER CHANNEL AND
 KE1408'JUNCTION OF HWY. 210.  TURN LEFT AT JUNCTION ONTO OLD GRAVEL
 KE1408'RD. CONNECTING HWY. 291 AND OLD 71 BY-PASS.  GO ABOUT 400 FT
 KE1408'SSW. OF END OF OLD HWY. 210 AND HWY. 291 INTERSECTION AND STATION
 KE1408'LOCATION.
 KE1408'
 KE1408'REFERENCES--1.82 FT E. TO STEEL POST AND SIGN.
 KE1408'
 KE1408'1.55 FT W. TO STEEL POST AND SIGN.
 KE1408'
 KE1408'23.58 FT NNE. TO SHINER IN C/L OLD HWY. 71 BY-PASS.
 KE1408'
 KE1408'81.83 FT NNW. TO SHINER IN TEL. POLE.
 KE1408'
 KE1408'84.58 FT S. TO SHINER IN POWER POLE 1/80.
 KE1408
 KE1408                          STATION RECOVERY (2002)
 KE1408
 KE1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1408'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1408
 KE1408                          STATION RECOVERY (2006)
 KE1408
 KE1408'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1408'A NUMBER OF THE REFERENCES DESCRIBED IN 1974 ARE GONE SO NEW
 KE1408'REFERENCES ARE PROVIDED.
 KE1408'THE STATION IS 40 FEET SOUTHEAST OF A GATE POST ON THE NORTH SIDE OF A
 KE1408'DRIVE LEADING TO A BORROW EXCAVATION, 16.5 FEET NORTH-NORTHEAST OF A
 KE1408'GATE POST ON THE SOUTH SIDE OF A DRIVE LEADING TO A BORROW EXCAVATION,
 KE1408'10.75 FEET WEST-SOUTHWEST OF THE EDGE OF PAVEMENT, AND 1.55 FEET EAST
 KE1408'OF A STEEL POST WITH A USACE WITNESS SIGN.  THE DISK IS 3 INCHES BELOW
 KE1408'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1129 ***********************************************************************
 KD1129  DESIGNATION -  BYNUM RESET
 KD1129  PID         -  KD1129
 KD1129  STATE/COUNTY-  MO/CHARITON
 KD1129  USGS QUAD   -  BYNUMVILLE (1978)
 KD1129
 KD1129                         *CURRENT SURVEY CONTROL
 KD1129  ___________________________________________________________________
 KD1129* NAD 83(1997)-  39 35 14.61983(N)    092 46 19.08672(W)     ADJUSTED  
 KD1129* NAVD 88     -       223.71   (+/-2cm)     734.0    (feet)  VERTCON   
 KD1129  ___________________________________________________________________
 KD1129  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 KD1129  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KD1129
 KD1129  HORZ ORDER  -  THIRD
 KD1129  VERT ORDER  -  THIRD ? (See Below)
 KD1129
 KD1129.The horizontal coordinates were established by classical geodetic methods
 KD1129.and adjusted by the National Geodetic Survey in February 2000..
 KD1129
 KD1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1129.The vertical order pertains to the NGVD 29 superseded value.
 KD1129
 KD1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1129
 KD1129.The geoid height was determined by GEOID03.
 KD1129
 KD1129;                    North         East     Units Scale Factor Converg.
 KD1129;SPC MO C     -   416,674.948   476,637.921   MT  0.99994005   -0 10 23.9
 KD1129;UTM  15      - 4,381,988.497   519,581.354   MT  0.99960472   +0 08 43.1
 KD1129
 KD1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1129!SPC MO C     -   0.99996995  x   0.99994005  =   0.99991000
 KD1129!UTM  15      -   0.99996995  x   0.99960472  =   0.99957468
 KD1129
 KD1129|---------------------------------------------------------------------|
 KD1129| PID    Reference Object                     Distance      Geod. Az  |
 KD1129|                                                           dddmmss.s |
 KD1129| CL8991 BYNUM RM 1                           15.438 METERS 04529     |
 KD1129| CL8993 BYNUM RM 3                           18.628 METERS 05907     |
 KD1129| KD1120 PRAIRIE                             APPROX. 9.6 KM 1430903.8 |
 KD1129| CL8989 BYNUM AZ MK                                        1790608.8 |
 KD1129| CL8990 BYNUM AZ MK RESET                                  1831848.3 |
 KD1129| CL8992 BYNUM RM 2                           18.187 METERS 18410     |
 KD1129|---------------------------------------------------------------------|
 KD1129
 KD1129                          SUPERSEDED SURVEY CONTROL
 KD1129
 KD1129  NAD 83(1997)-  39 35 14.62336(N)    092 46 19.09229(W) AD(       ) 3
 KD1129  NAD 83(1986)-  39 35 14.62385(N)    092 46 19.09293(W) AD(       ) 3
 KD1129  NAD 27      -  39 35 14.52300(N)    092 46 18.39700(W) AD(       ) 3
 KD1129  NGVD 29 (07/19/86)  223.69   (m)          733.9    (f) LEVELING    3  
 KD1129
 KD1129.Superseded values are not recommended for survey control.
 KD1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1129.See file dsdata.txt to determine how the superseded data were derived.
 KD1129
 KD1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD1958181988(NAD 83)
 KD1129_MARKER: DS = TRIANGULATION STATION DISK
 KD1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1129
 KD1129  HISTORY     - Date     Condition        Report By
 KD1129  HISTORY     - 1948     MONUMENTED       CGS
 KD1129  HISTORY     - 1952     GOOD             CGS
 KD1129  HISTORY     - 1966     GOOD             CGS
 KD1129  HISTORY     - 1970     POOR             NGS
 KD1129
 KD1129                          STATION DESCRIPTION
 KD1129
 KD1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1129'STATION IS LOCATED ABOUT 2 MILES SOUTH OF BYNUMVILLE ON THE ROAD
 KD1129'RIGHT-OF-WAY NEAR THE CENTER OF THE EAST SIDE OF SEC. 11, T. 55 N.,
 KD1129'R. 17 W., 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. T.F.
 KD1129'BARTHOLOMEWS HOUSE, 43 FEET SOUTH OF MAILBOX, 20 FEET WEST OF THE
 KD1129'CENTERLINE OF GRADED ROAD AND 3 FEET EAST OF FENCE.  THE MARK
 KD1129'PROJECTS 1 INCH AND THE DISC IS STAMPED BYNUM 1948.
 KD1129'
 KD1129'REFERENCE MARK NO. 1 IS 50.65 FEET NORTHEAST OF THE STATION, 15
 KD1129'FEET EAST OF THE CENTERLINE OF GRADED ROAD AND 3 FEET WEST-SOUTHWEST
 KD1129'OF POWER POLE.  THE MARK PROJECTS 1 INCH AND THE DISC IS STAMPED
 KD1129'BYNUM NO 1 1948.
 KD1129'
 KD1129'REFERENCE MARK NO. 2 IS 59.67 FEET SOUTH OF THE STATION, 20 FEET
 KD1129'WEST OF THE CENTERLINE OF GRADED ROAD, 18 FEET NORTH OF THE
 KD1129'CENTERLINE OF DRIVEWAY TO FARM BUILDINGS AND 1 FOOT EAST OF A
 KD1129'SOUTHEAST FENCE CORNER.  THE MARK PROJECTS 1 INCH AND THE DISC IS
 KD1129'STAMPED BYNUM NO 2 1948.
 KD1129'
 KD1129'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION IN A FENCE
 KD1129'LINE, 75 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A DESERTED
 KD1129'HOUSE AND 15 FEET EAST OF THE CENTERLINE OF GRADED ROAD.  THE
 KD1129'MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED BYNUM 1948.
 KD1129'
 KD1129'TO REACH THE STATION FROM THE BANK OF BYNUMVILLE IN BYNUMVILLE,
 KD1129'GO SOUTH ON STATE HIGHWAY 129 FOR 1.25 MILES TO CROSSROADS WHERE
 KD1129'COUNTY ROUTE D GOES WEST.  TURN LEFT AND GO EAST AND SOUTH ON THE
 KD1129'MAIN ROAD FOR 1.4 MILES TO T.F. BARTHOLOMEWS HOUSE ON THE RIGHT
 KD1129'AND THE STATION AS DESCRIBED.
 KD1129'
 KD1129'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.15 MILE
 KD1129'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KD1129'
 KD1129'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1129
 KD1129                          STATION RECOVERY (1952)
 KD1129
 KD1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLP)
 KD1129'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1129'IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 1
 KD1129'WOULD HAVE BEEN DESTROYED BY ROAD BUILDING, SO THEY WERE
 KD1129'MOVED AS REQUESTED BY THE COUNTY ENGINEER.  A COMPLETE NEW
 KD1129'DESCRIPTION FOLLOWS.
 KD1129'
 KD1129'STATION IS LOCATED ABOUT 2 MILES SOUTH OF BYNUMVILLE ON THE
 KD1129'ROAD RIGHT-OF-WAY NEAR THE CENTER OF THE EAST SIDE OF SEC. 11,
 KD1129'T. 55 N., R. 17 W., 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 KD1129'MR. T.F. BARTHOLOMEWS HOUSE, 43 FEET SOUTH OF MAILBOX, 20 FEET
 KD1129'WEST OF THE CENTER OF ROAD (GRADED) AND 3 FEET EAST OF YARD FENCE.
 KD1129'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BYNUM 1948.
 KD1129'
 KD1129'REFERENCE MARK NO. 2 IS 59.67 FEET SOUTH OF THE STATION, 20
 KD1129'FEET WEST OF THE CENTER OF GRADED ROAD, 18 FEET NORTH OF THE CENTER
 KD1129'OF DRIVEWAY TO FARM BUILDINGS, AND 1 FOOT EAST OF A SOUTHEAST FENCE
 KD1129'CORNER.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BYNUM NO
 KD1129'2 1948.
 KD1129'
 KD1129'REFERENCE MARK NO. 3 IS 61.10 FEET NORTHEAST OF THE STATION, 54
 KD1129'FEET EAST OF FARMYARD FENCE, 30 FEET EAST OF THE CENTER OF GRADED
 KD1129'ROAD, AND 2 FEET SOUTH OF A GUYED POWER POLE WITH TRANSFORMER.
 KD1129'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BYNUM NO 3 1948.
 KD1129'
 KD1129'AZIMUTH MARK (RESET) IS 0.15 MILE SOUTH OF THE STATION, 125 FEET
 KD1129'SOUTH OF THE SOUTHEAST CORNER OF AN OLD HOUSE AND ON LINE WITH
 KD1129'THE EAST SIDE, 48 FEET EAST-NORTHEAST OF A 14-INCH OAK TREE, 40
 KD1129'FEET WEST OF THE CENTER OF GRADED ROAD, 24 FEET WEST OF A FENCE
 KD1129'CORNER AND NORTH GATE POST, AND 1 FOOT NORTH OF A FENCE.  THE
 KD1129'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BYNUM 1948 RESET
 KD1129'1952.
 KD1129'
 KD1129'TO REACH THE STATION FROM THE BANK IN BYNUMVILLE, GO SOUTH ON
 KD1129'STATE HIGHWAY 129 FOR 1.25 MILES TO CROSSROADS WHERE COUNTY ROUTE
 KD1129'D GOES WEST.  TURN LEFT AND GO EAST AND SOUTH FOR 1.4 MILES TO
 KD1129'T.F. BARTHOLOMEWS HOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
 KD1129'
 KD1129'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.15
 KD1129'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KD1129
 KD1129                          STATION RECOVERY (1966)
 KD1129
 KD1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1129'STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, AND
 KD1129'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 KD1129'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR
 KD1129'RECOVERY.
 KD1129'
 KD1129'A METAL WITNESS POST WAS SET 2 FEET SOUTH OF THE AZIMUTH MARK.
 KD1129
 KD1129                          STATION RECOVERY (1970)
 KD1129
 KD1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KD1129'THE STATION MARK WAS FOUND TILTED OUT OF POSITION.  THE
 KD1129'UNDERGROUND STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK
 KD1129'NO. 3, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 KD1129'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 3
 KD1129'CHECKED.
 KD1129'
 KD1129'THE STATION UNDERGROUND MARK WAS LOWERED VERTICALLY AND A NEW
 KD1129'SURFACE STATION MARK WAS SET BELOW GROUND SURFACE AT THE REQUEST
 KD1129'OF THE PROPERTY OWNER MR. T.F. BARTHOLOMEW, ALSO REFERENCE MARK
 KD1129'NO. 2 WAS REMOVED AT HIS REQUEST SO AREA COULD BE LANDSCAPED FOR
 KD1129'LAWN AT SITE OF MR. BARTHOLOMEWS NEW HOUSE.  REFERENCE MARK
 KD1129'NO. 4 WAS ALSO SET.
 KD1129'
 KD1129'FOLLOWING IS A NEW DESCRIPTION.
 KD1129'
 KD1129'TO REACH THE STATION FROM THE BANK IN BYNUMVILLE, GO SOUTH ON
 KD1129'STATE HIGHWAY 129 FOR 1.25 MILES TO A CROSSROAD AND WHERE COUNTY
 KD1129'ROAD D GOES WEST.  TURN LEFT AND GO EAST AND SOUTH ON A GRAVELED
 KD1129'ROAD FOR 1.4 MILES TO THE T.F. BARTHOLOMEWS FARM HOUSE ON THE
 KD1129'STATION ON THE RIGHT.  (CONTINUE SOUTH ON A DIRT ROAD FOR 0.15
 KD1129'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KD1129'
 KD1129'STATION MARKS ARE STANDARD DISKS STAMPED BYNUM 1948 1970.  THE
 KD1129'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 KD1129'14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 65 FEET
 KD1129'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A ATTACHED GARAGE, 59.5
 KD1129'FEET NORTH OF A YARD FENCE, 57 FEET EAST-NORTHEAST OF THE
 KD1129'SOUTHEAST CORNER OF THE NEW HOUSE, AND 20 FEET WEST OF THE
 KD1129'CENTER OF A GRAVELED ROAD.  THE UNDERGROUND DISK IS SET IN THE
 KD1129'TOP OF AN IRREGULAR MASS OF CONCRETE 3.5 FEET BELOW THE
 KD1129'SURFACE OF THE GROUND.
 KD1129'
 KD1129'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BYNUM NO. 3 1948, IS
 KD1129'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 KD1129'IT IS 30 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 9 FEET
 KD1129'EAST OF A FENCE, AND 3 FEET SOUTH OF A POWERLINE POLE WITH A
 KD1129'TRANSFORMER.
 KD1129'
 KD1129'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BYNUM 1948 NO. 4
 KD1129'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KD1129'WITH THE SURFACE OF THE GROUND.  IT IS 23 FEET WEST OF THE CENTER
 KD1129'OF THE GRAVELED ROAD, 17 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 KD1129'5.5 FEET WEST OF A CORNER FENCE POST, AND 0.5 FEET NORTH OF A
 KD1129'METAL WITNESS POST SET IN A NORTH-SOUTH FENCE.
 KD1129'
 KD1129'AZIMUTH MARK, A STANDARD DISK STAMPED BYNUM 1948 RESET 1952, IS
 KD1129'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KD1129'IT IS 125 FEET SOUTH OF THE SOUTHEAST CORNER OF AN OLD ABANDONED
 KD1129'HOUSE, 40 FEET WEST OF THE CENTER OF A DIRT ROAD, 24 FEET WEST
 KD1129'OF A FENCE CORNER, AND 1 FOOT NORTH OF A METAL WITNESS POST SET
 KD1129'IN AN EAST-WEST FENCE.
 KD1129'
 KD1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.0 MILES
 KD1129'SOUTH OF BYNUMVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1373 ***********************************************************************
 KE1373  DESIGNATION -  BYPASS
 KE1373  PID         -  KE1373
 KE1373  STATE/COUNTY-  MO/JACKSON
 KE1373  USGS QUAD   -  INDEPENDENCE (1990)
 KE1373
 KE1373                         *CURRENT SURVEY CONTROL
 KE1373  ___________________________________________________________________
 KE1373* NAD 83(1997)-  39 02 10.94546(N)    094 24 56.54948(W)     ADJUSTED  
 KE1373* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 KE1373  ___________________________________________________________________
 KE1373  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 KE1373  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE1373
 KE1373  HORZ ORDER  -  SECOND
 KE1373
 KE1373.The horizontal coordinates were established by classical geodetic methods
 KE1373.and adjusted by the National Geodetic Survey in February 2000..
 KE1373
 KE1373.The orthometric height was scaled from a topographic map.
 KE1373
 KE1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1373
 KE1373.The geoid height was determined by GEOID03.
 KE1373
 KE1373;                    North         East     Units Scale Factor Converg.
 KE1373;SPC MO W     -   318,490.596   857,297.728   MT  0.99994183   +0 03 11.1
 KE1373;UTM  15      - 4,321,766.526   377,471.530   MT  0.99978486   -0 53 30.3
 KE1373
 KE1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1373!SPC MO W     -   0.99995896  x   0.99994183  =   0.99990080
 KE1373!UTM  15      -   0.99995896  x   0.99978486  =   0.99974383
 KE1373
 KE1373|---------------------------------------------------------------------|
 KE1373| PID    Reference Object                     Distance      Geod. Az  |
 KE1373|                                                           dddmmss.s |
 KE1373| KE1368 BYPASS 2                             37.577 METERS 09829     |
 KE1373| CL6992 BYPASS RM 1                          25.112 METERS 09941     |
 KE1373| CL6993 BYPASS RM 2                          14.338 METERS 18011     |
 KE1373| KE1384 BYPASS AZ MK                        APPROX. 0.9 KM 1902547.4 |
 KE1373| KE1369 RAYTOWN NE MUNICIPAL TANK           APPROX. 2.0 KM 2474827.6 |
 KE1373|---------------------------------------------------------------------|
 KE1373
 KE1373                          SUPERSEDED SURVEY CONTROL
 KE1373
 KE1373  NAD 83(1997)-  39 02 10.94552(N)    094 24 56.54952(W) AD(       ) 2
 KE1373  NAD 83(1986)-  39 02 10.95232(N)    094 24 56.54457(W) AD(       ) 2
 KE1373  NAD 27      -  39 02 10.93199(N)    094 24 55.72021(W) AD(       ) 2
 KE1373
 KE1373.Superseded values are not recommended for survey control.
 KE1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1373.See file dsdata.txt to determine how the superseded data were derived.
 KE1373
 KE1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7747221767(NAD 83)
 KE1373_MARKER: DS = TRIANGULATION STATION DISK
 KE1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1373
 KE1373  HISTORY     - Date     Condition        Report By
 KE1373  HISTORY     - 1949     MONUMENTED       CGS
 KE1373  HISTORY     - 1954     GOOD             CGS
 KE1373
 KE1373                          STATION DESCRIPTION
 KE1373
 KE1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1373'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF INDEPENDENCE ON
 KE1373'THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 71 BYPASS AND ABOUT 225
 KE1373'FEET NORTH OF THE JUNCTION OF U.S. HIGHWAYS 40 AND 71 BYPASS.
 KE1373'IT IS 36 FEET WEST OF THE CENTER OF U.S. HIGHWAY 71 BYPASS, 7
 KE1373'FEET SOUTH-SOUTHEAST OF TELEPHONE POLE, 4.5 FEET SOUTH OF WITNESS
 KE1373'POST AND ABOUT 12 FEET ABOVE THE HIGHWAY.  IT IS STAMPED BYPASS
 KE1373'1949 AND PROJECTS 3 INCHES.
 KE1373'
 KE1373'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, 46 FEET
 KE1373'EAST OF THE CENTER OF U.S. HIGHWAY 71 BYPASS, 4 FEET SOUTHEAST OF
 KE1373'CONCRETE PILLAR OF WALL AT SOUTH END OF DRIVEWAY INTO STONE HOUSE
 KE1373'AND 2 FEET SOUTHWEST OF TELEPHONE POLE.  IT IS STAMPED BYPASS
 KE1373'NO 1 1949 AND PROJECTS 3 INCHES.
 KE1373'
 KE1373'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, 36 FEET
 KE1373'WEST OF THE CENTER OF U.S. HIGHWAY 71 BYPASS AND ABOUT THE SAME
 KE1373'ELEVATION AS THE STATION MARK.  IT IS STAMPED BYPASS NO 2 1949
 KE1373'AND PROJECTS 2 INCHES.
 KE1373'
 KE1373'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTH-SOUTHWEST OF THE
 KE1373'STATION, 25 FEET NORTH OF THE CENTER OF EAST-WEST MACADAM ROAD,
 KE1373'1 FOOT SOUTH OF FENCE LINE, 6 FEET EAST OF TELEPHONE POLE AND
 KE1373'1 FOOT WEST OF WITNESS POST.  IT IS STAMPED BYPASS 1949 AND
 KE1373'PROJECTS 3 INCHES.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS
 KE1373'40 AND 71 BYPASS JUST SOUTH OF THE STATION, GO SOUTHEAST ON 71
 KE1373'BYPASS FOR 0.65 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 KE1373'MACADAM ROAD WEST FOR 0.25 MILE TO THE MARK ON THE NORTH SIDE AS
 KE1373'DESCRIBED.
 KE1373'
 KE1373'A 74 FOOT SIGNAL AT STATION BLUE IS VISIBLE AT 4 FEET.
 KE1373'
 KE1373'A 74 FOOT SIGNAL AT STATION BOWLER 1884 IS VISIBLE AT 4 FEET.
 KE1373'
 KE1373'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 KE1373
 KE1373                          STATION RECOVERY (1954)
 KE1373
 KE1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 KE1373'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KE1373'GOOD CONDITION.  THE CONSTRUCTION OF A NEW MOTEL AT THE PRESENT
 KE1373'SITE WILL DESTROY THE STATION MARK AND REFERENCE MARK NO. 2.
 KE1373'A NEW STATION, BYPASS 2, WAS ESTABLISHED.  FOR DETAILS, SEE
 KE1373'DESCRIPTION OF TRIANGULATION STATION BYPASS 2 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1368 ***********************************************************************
 KE1368  DESIGNATION -  BYPASS 2
 KE1368  PID         -  KE1368
 KE1368  STATE/COUNTY-  MO/JACKSON
 KE1368  USGS QUAD   -  INDEPENDENCE (1990)
 KE1368
 KE1368                         *CURRENT SURVEY CONTROL
 KE1368  ___________________________________________________________________
 KE1368* NAD 83(1997)-  39 02 10.76574(N)    094 24 55.00415(W)     ADJUSTED  
 KE1368* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 KE1368  ___________________________________________________________________
 KE1368  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 KE1368  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE1368
 KE1368  HORZ ORDER  -  SECOND
 KE1368
 KE1368.The horizontal coordinates were established by classical geodetic methods
 KE1368.and adjusted by the National Geodetic Survey in February 2000..
 KE1368
 KE1368.The orthometric height was scaled from a topographic map.
 KE1368
 KE1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1368
 KE1368.The geoid height was determined by GEOID03.
 KE1368
 KE1368;                    North         East     Units Scale Factor Converg.
 KE1368;SPC MO W     -   318,485.089   857,334.897   MT  0.99994184   +0 03 12.1
 KE1368;UTM  15      - 4,321,760.407   377,508.597   MT  0.99978475   -0 53 29.3
 KE1368
 KE1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1368!SPC MO W     -   0.99995896  x   0.99994184  =   0.99990081
 KE1368!UTM  15      -   0.99995896  x   0.99978475  =   0.99974372
 KE1368
 KE1368:                Primary Azimuth Mark                     Grid Az
 KE1368:SPC MO W     -  LEES SUMMIT UNITY SCHOOL TOWER           176 02 17.8
 KE1368:UTM  15      -  LEES SUMMIT UNITY SCHOOL TOWER           176 58 59.2
 KE1368
 KE1368|---------------------------------------------------------------------|
 KE1368| PID    Reference Object                     Distance      Geod. Az  |
 KE1368|                                                           dddmmss.s |
 KE1368| JE1874 LEES SUMMIT UNITY SCHOOL TOWER      APPROX. 9.9 KM 1760529.9 |
 KE1368| CL6994 BYPASS 2 RM 3                        66.636 METERS 17928     |
 KE1368| KE1384 BYPASS AZ MK                        APPROX. 0.9 KM 1924956.8 |
 KE1368| KE1369 RAYTOWN NE MUNICIPAL TANK           APPROX. 2.0 KM 2482051.9 |
 KE1368| KE1374 BYPASS 3                             58.414 METERS 25243     |
 KE1368| CL6995 BYPASS 2 RM 4                        12.546 METERS 27603     |
 KE1368| KE1373 BYPASS                               37.577 METERS 27829     |
 KE1368|---------------------------------------------------------------------|
 KE1368
 KE1368                          SUPERSEDED SURVEY CONTROL
 KE1368
 KE1368  NAD 83(1997)-  39 02 10.76579(N)    094 24 55.00418(W) AD(       ) 2
 KE1368  NAD 83(1986)-  39 02 10.77260(N)    094 24 54.99929(W) AD(       ) 2
 KE1368  NAD 27      -  39 02 10.75224(N)    094 24 54.17488(W) AD(       ) 2
 KE1368
 KE1368.Superseded values are not recommended for survey control.
 KE1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1368.See file dsdata.txt to determine how the superseded data were derived.
 KE1368
 KE1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7750921760(NAD 83)
 KE1368_MARKER: DS = TRIANGULATION STATION DISK
 KE1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1368
 KE1368  HISTORY     - Date     Condition        Report By
 KE1368  HISTORY     - 1954     MONUMENTED       CGS
 KE1368  HISTORY     - 1967     GOOD             CGS
 KE1368  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE1368
 KE1368                          STATION DESCRIPTION
 KE1368
 KE1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GCM)
 KE1368'STATION IS LOCATED ABOUT 4 MILES SOUTH OF INDEPENDENCE AND 3
 KE1368'MILES NORTHEAST OF RAYTOWN AT THE JUNCTION OF U.S. HIGHWAY 40 AND
 KE1368'U.S. HIGHWAY 71 BYPASS, 266 FEET NORTH OF THE CENTER OF U.S.
 KE1368'HIGHWAY 40, 87 FEET EAST OF THE CENTER OF U.S. HIGHWAY 71 BYPASS,
 KE1368'72 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF LARGE STONE
 KE1368'HOUSE OWNED BY THE CARL ESTATE ON WHOSE PROPERTY THE STATION
 KE1368'MARK IS LOCATED, 40 FEET EAST OF TELEPHONE POLE, 35 FEET SOUTH
 KE1368'OF THE CENTER OF DRIVEWAY TO STONE HOUSE, AND 12 FEET SOUTH OF
 KE1368'A ROW OF TREES AND FLOWER BED.  THE MARK IS FLUSH WITH THE
 KE1368'GROUND AND IS STAMPED BYPASS 2 1954.
 KE1368'
 KE1368'REFERENCE MARK NO. 3 IS 97 FEET EAST OF THE CENTER OF U.S.
 KE1368'HIGHWAY 71 BYPASS, 48 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 40,
 KE1368'AND 2 FEET NORTH OF THE NORTH POLE OF TWIN POWER POLES.  THE
 KE1368'MARK PROJECTS 3 INCHES AND IS STAMPED BYPASS 2 NO 3 1954.
 KE1368'
 KE1368'REFERENCE MARK NO. 4 (ARROW POINTS AWAY FROM STATION) IS 46 FEET
 KE1368'EAST OF U.S. HIGHWAY 71 BYPASS AND 3 FEET SOUTH OF TELEPHONE POLE.
 KE1368'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BYPASS 2 NO 4
 KE1368'1954.
 KE1368'
 KE1368'AZIMUTH MARK IS 25 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KE1368'MACADAM ROAD, 6 FEET EAST OF TELEPHONE POLE, 1 FOOT SOUTH OF
 KE1368'FENCE, AND 1 FOOT WEST OF WITNESS POST.  THE MARK PROJECTS 3
 KE1368'INCHES AND THE DISK IS STAMPED BYPASS 1949.
 KE1368'
 KE1368'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 40
 KE1368'AND U.S. HIGHWAY 71 BYPASS JUST SOUTH OF THE STATION, GO SOUTH
 KE1368'ON U.S. HIGHWAY 71 BYPASS FOR 0.7 MILE TO A SIDE ROAD RIGHT.
 KE1368'TURN SHARP RIGHT AND FOLLOW THE MACADAM ROAD WEST FOR 0.2 MILE
 KE1368'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KE1368'
 KE1368'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KE1368
 KE1368                          STATION RECOVERY (1967)
 KE1368
 KE1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KE1368'THE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4,
 KE1368'WERE RECOVERED AS DESCRIBED BUT THE MARKS WERE IN THE WAY OF
 KE1368'CONSTRUCTION FOR A NEW K-MART STORE.  THE AZIMUTH MARK WAS
 KE1368'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION BUT WAS NOT
 KE1368'VISIBLE FROM THE STATION, THIS MARK WAS LEFT IN PLACE.
 KE1368'
 KE1368'BYPASS 3 WAS ESTABLISHED SOUTHWEST OF THE ORIGINAL STATION AND
 KE1368'THEN THE STATION MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK
 KE1368'NO. 4 WERE DESTROYED.
 KE1368'
 KE1368'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 40
 KE1368'AND NOLAND ROAD ABOUT 4 MILES SOUTH OF INDEPENDENCE, GO SOUTH
 KE1368'ON STATE ROAD V FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 KE1368'SHARP RIGHT AND GO WESTERLY ON 51ST STREET FOR 0.2 MILE TO THE
 KE1368'MARK ON THE RIGHT.
 KE1368'
 KE1368'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 KE1368'SOUTH OF INDEPENDENCE.
 KE1368
 KE1368                          STATION RECOVERY (2001)
 KE1368
 KE1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1368'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1374 ***********************************************************************
 KE1374  DESIGNATION -  BYPASS 3
 KE1374  PID         -  KE1374
 KE1374  STATE/COUNTY-  MO/JACKSON
 KE1374  USGS QUAD   -  INDEPENDENCE (1990)
 KE1374
 KE1374                         *CURRENT SURVEY CONTROL
 KE1374  ___________________________________________________________________
 KE1374* NAD 83(1997)-  39 02 10.20296(N)    094 24 57.32329(W)     ADJUSTED  
 KE1374* NAVD 88     -       294.48   (+/-2cm)     966.1    (feet)  VERTCON   
 KE1374  ___________________________________________________________________
 KE1374  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 KE1374  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE1374
 KE1374  HORZ ORDER  -  FIRST
 KE1374  VERT ORDER  -  THIRD ? (See Below)
 KE1374
 KE1374.The horizontal coordinates were established by classical geodetic methods
 KE1374.and adjusted by the National Geodetic Survey in February 2000..
 KE1374
 KE1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1374.The vertical order pertains to the NGVD 29 superseded value.
 KE1374
 KE1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1374
 KE1374.The geoid height was determined by GEOID03.
 KE1374
 KE1374;                    North         East     Units Scale Factor Converg.
 KE1374;SPC MO W     -   318,467.683   857,279.139   MT  0.99994183   +0 03 10.6
 KE1374;UTM  15      - 4,321,743.926   377,452.569   MT  0.99978492   -0 53 30.7
 KE1374
 KE1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1374!SPC MO W     -   0.99995890  x   0.99994183  =   0.99990073
 KE1374!UTM  15      -   0.99995890  x   0.99978492  =   0.99974383
 KE1374
 KE1374:                Primary Azimuth Mark                     Grid Az
 KE1374:SPC MO W     -  BYPASS 3 AZ MK                           065 55 27.1
 KE1374:UTM  15      -  BYPASS 3 AZ MK                           066 52 08.4
 KE1374
 KE1374|---------------------------------------------------------------------|
 KE1374| PID    Reference Object                     Distance      Geod. Az  |
 KE1374|                                                           dddmmss.s |
 KE1374| CL6996 BYPASS 3 AZ MK                                     0655837.7 |
 KE1374| KE1368 BYPASS 2                             58.414 METERS 07243     |
 KE1374| JE1874 LEES SUMMIT UNITY SCHOOL TOWER      APPROX. 9.9 KM 1754541.7 |
 KE1374| JE1884 RAYTOWN MT OLIVET CEMETERY TWR      APPROX. 8.0 KM 2252610.1 |
 KE1374| JE1883 RAYTOWN S MUN TANK                  APPROX. 7.0 KM 2284004.2 |
 KE1374| KE1385 RAYTOWN E 63RD ST MUN TANK          APPROX. 5.2 KM 2343134.7 |
 KE1374| KE1369 RAYTOWN NE MUNICIPAL TANK           APPROX. 2.0 KM 2481306.1 |
 KE1374| CL6997 BYPASS 3 RM 5                        53.349 METERS 25354     |
 KE1374| KE1389 KANSAS CITY TV STA KCPT MAST        APPROX. 7.6 KM 3125311.4 |
 KE1374| CL6998 BYPASS 3 RM 6                        30.712 METERS 33402     |
 KE1374|---------------------------------------------------------------------|
 KE1374
 KE1374                          SUPERSEDED SURVEY CONTROL
 KE1374
 KE1374  NAD 83(1997)-  39 02 10.20301(N)    094 24 57.32332(W) AD(       ) 1
 KE1374  NAD 83(1986)-  39 02 10.20981(N)    094 24 57.31849(W) AD(       ) 1
 KE1374  NAD 27      -  39 02 10.18940(N)    094 24 56.49415(W) AD(       ) 1
 KE1374  NGVD 29 (07/19/86)  294.40   (m)          965.9    (f) LEVELING    3  
 KE1374
 KE1374.Superseded values are not recommended for survey control.
 KE1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1374.See file dsdata.txt to determine how the superseded data were derived.
 KE1374
 KE1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7745321744(NAD 83)
 KE1374_MARKER: DS = TRIANGULATION STATION DISK
 KE1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1374+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 KE1374
 KE1374  HISTORY     - Date     Condition        Report By
 KE1374  HISTORY     - 1967     MONUMENTED       CGS
 KE1374  HISTORY     - 1967     GOOD             CGS
 KE1374  HISTORY     - 1972     GOOD             NGS
 KE1374  HISTORY     - 1980     GOOD             MJH
 KE1374  HISTORY     - 20010331 GOOD             NGS
 KE1374  HISTORY     - 20020610 GOOD             INDIV
 KE1374  HISTORY     - 20050619 GOOD             INDIV
 KE1374
 KE1374                          STATION DESCRIPTION
 KE1374
 KE1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KE1374'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF INDEPENDENCE AT
 KE1374'INTERSECTION OF U.S. HIGHWAY 40 AND NOLAND ROAD, AND ON LAND
 KE1374'OWNED BY THE HOLIDAY INN.
 KE1374'
 KE1374'STATION MARKS ARE STANDARD DISK STAMPED BYPASS 3 1967.  THE
 KE1374'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KE1374'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS IN THE NORTHWEST
 KE1374'ANGLE OF THE ABOVE INTERSECTION, 199 FEET NORTH OF THE CENTER OF
 KE1374'U.S. HIGHWAY 40, 95 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 KE1374'OF THE HOLIDAY INN RESTAURANT, AND 94 FEET WEST OF THE CENTER OF
 KE1374'NOLAND ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 KE1374'OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 KE1374'
 KE1374'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED BYPASS 3 NO. 5 1967,
 KE1374'IS CEMENTED IN A DRILL HOLE IN A CURB NEAR THE NORTHEAST SIDE
 KE1374'OF AN ISLAND WITH HOLIDAY INN SIGN.  IT IS 41.5 FEET NORTH OF THE
 KE1374'NORTHEAST CORNER OF THE SIGN.
 KE1374'
 KE1374'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED BYPASS 3 NO. 6 1967,
 KE1374'IS CEMENTED IN A DRILL HOLE IN A CURB NEAR THE SOUTHEAST CORNER
 KE1374'OF RESTAURANT.  IT IS 21.3 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 KE1374'CORNER OF THE RESTAURANT AND 5.7 FEET EAST-SOUTHEAST OF THE
 KE1374'SOUTHWEST CORNER OF THE SOUTHEAST ENTRANCE TO THE RESTAURANT.
 KE1374'
 KE1374'NOTE- THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.  WHEN
 KE1374'AREA IS CLEARED EAST OF STATION IT MIGHT BE POSSIBLE TO SET A
 KE1374'MARK ALONG U.S. HIGHWAY 40.
 KE1374
 KE1374                          STATION RECOVERY (1967)
 KE1374
 KE1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KE1374'STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4
 KE1374'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 KE1374'CONDITION.  THE STATION WAS MOVED IN JUNE 1967 AND AN AZIMUTH MARK
 KE1374'WAS NOT SET AT THIS TIME.  THE AREA EAST OF THE STATION WAS
 KE1374'CLEARED AND AN AZIMUTH MARK WAS SET.
 KE1374'
 KE1374'FOLLOWING IS A DESCRIPTION FOR THE AZIMUTH MARK.
 KE1374'
 KE1374'AZIMUTH MARK, A STANDARD DISK STAMPED BYPASS 3 1967, IS CEMENTED
 KE1374'IN A DRILL HOLE IN THE SIDEWALK AT THE SOUTH SIDE OF THE NEW
 KE1374'K-MART STORE.  IT IS IN THE NORTHEAST ANGLE OF THE INTERSECTION
 KE1374'OF U.S. HIGHWAY 40 AND NOLAND ROAD, 13.42 FEET WEST-SOUTHWEST OF
 KE1374'THE SOUTHEAST CORNER OF THE K-MART STORE, 11.2 FEET NORTH OF THE
 KE1374'SOUTH EDGE OF WALK, AND 1.8 FEET SOUTH OF THE SOUTH SIDE OF THE
 KE1374'BUILDING.
 KE1374'
 KE1374'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-NORTHEAST FOR
 KE1374'0.15 MILE TO THE SOUTHEAST CORNER OF THE K-MART STORE AND THE
 KE1374'MARK ON LEFT AS DESCRIBED.
 KE1374'
 KE1374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES SOUTH
 KE1374'OF INDEPENDENCE.
 KE1374
 KE1374                          STATION RECOVERY (1972)
 KE1374
 KE1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1374'THE STATION MARK, REFERENCE MARKS 5, 6 AND THE AZIMUTH MARK WERE
 KE1374'RECOVERED AS DESCRIBED BY L.F. SMITH IN 1967.
 KE1374'
 KE1374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 KE1374'INDEPENDENCE.
 KE1374
 KE1374                          STATION RECOVERY (1980)
 KE1374
 KE1374'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1980 (JC)
 KE1374'BY-PASS 3 RECOVERED EXCELLENT.
 KE1374'
 KE1374'R.M. NO. 5 RECOVERED EXCELLENT.
 KE1374'
 KE1374'R.M. NO. 6 RECOVERED EXCELLENT.
 KE1374'
 KE1374'AZ. MARK RECOVERED EXCELLENT.
 KE1374'
 KE1374'DISTANCE AND DIRECTION FROM NEAREST TOWN--INDEPENDANCE.
 KE1374
 KE1374                          STATION RECOVERY (2001)
 KE1374
 KE1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1374'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1374
 KE1374                          STATION RECOVERY (2002)
 KE1374
 KE1374'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 KE1374'STATION IS NOW WITHIN ASPHALT PARKING LOT FOR OLIVE GARDEN RESTAURANT,
 KE1374'APPROXIMATELY 33 FEET SOUTHWEST OF OLIVE GARDEN SIGN.
 KE1374' 
 KE1374'AZIMUTH MARK RECOVERED IN GOOD CONDITION.  BUILDING REFERRED TO IS NOW
 KE1374'KC FLEA MARKET.
 KE1374
 KE1374                          STATION RECOVERY (2005)
 KE1374
 KE1374'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 KE1374'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.  BUILDING DESCRIBED IS NO
 KE1374'LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1739 ***********************************************************************
 HB1739  DESIGNATION -  BYRD
 HB1739  PID         -  HB1739
 HB1739  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1739  USGS QUAD   -  CAPE GIRARDEAU NE (1993)
 HB1739
 HB1739                         *CURRENT SURVEY CONTROL
 HB1739  ___________________________________________________________________
 HB1739* NAD 83(1997)-  37 25 02.33585(N)    089 36 27.78218(W)     ADJUSTED  
 HB1739* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 HB1739  ___________________________________________________________________
 HB1739  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 HB1739  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HB1739
 HB1739  HORZ ORDER  -  FIRST
 HB1739
 HB1739.The horizontal coordinates were established by classical geodetic methods
 HB1739.and adjusted by the National Geodetic Survey in February 2000..
 HB1739
 HB1739.The orthometric height was scaled from a topographic map.
 HB1739
 HB1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1739
 HB1739.The geoid height was determined by GEOID03.
 HB1739
 HB1739;                    North         East     Units Scale Factor Converg.
 HB1739;SPC MO E     -   176,137.530   328,982.993   MT  1.00001015   +0 32 31.9
 HB1739;SPC IL W     -    83,447.576   749,477.093   MT  0.99997132   +0 20 22.7
 HB1739;SPC IL W     -   273,777.59  2,458,909.43   sFT  0.99997132   +0 20 22.7
 HB1739;UTM  16      - 4,144,360.368   269,228.721   MT  1.00025604   -1 35 06.7
 HB1739
 HB1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1739!SPC MO E     -   0.99997289  x   1.00001015  =   0.99998304
 HB1739!SPC IL W     -   0.99997289  x   0.99997132  =   0.99994422
 HB1739!UTM  16      -   0.99997289  x   1.00025604  =   1.00022893
 HB1739
 HB1739:                Primary Azimuth Mark                     Grid Az
 HB1739:SPC MO E     -  BYRD AZ MK                               059 33 22.9
 HB1739:SPC IL W     -  BYRD AZ MK                               059 45 32.1
 HB1739:UTM  16      -  BYRD AZ MK                               061 41 01.5
 HB1739
 HB1739|---------------------------------------------------------------------|
 HB1739| PID    Reference Object                     Distance      Geod. Az  |
 HB1739|                                                           dddmmss.s |
 HB1739| CI3173 BYRD AZ MK                                         0600554.8 |
 HB1739| CI3174 BYRD RM 1                            98.950 METERS 12644     |
 HB1739| HB1742 CAPE GIRARDEAU TALLEST RAD TWR      APPROX. 8.9 KM 1681023.3 |
 HB1739| HB1747 JACKSON MUNICIPAL TANK              APPROX. 5.9 KM 2330739.3 |
 HB1739| CI3175 BYRD RM 2                            81.240 METERS 24040     |
 HB1739|---------------------------------------------------------------------|
 HB1739
 HB1739                          SUPERSEDED SURVEY CONTROL
 HB1739
 HB1739  NAD 83(1997)-  37 25 02.33626(N)    089 36 27.78135(W) AD(       ) 1
 HB1739  NAD 83(1997)-  37 25 02.34557(N)    089 36 27.78279(W) AD(       ) 1
 HB1739  NAD 83(1986)-  37 25 02.34902(N)    089 36 27.78569(W) AD(       ) 1
 HB1739  NAD 27      -  37 25 02.17200(N)    089 36 27.44800(W) AD(       ) 1
 HB1739
 HB1739.Superseded values are not recommended for survey control.
 HB1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1739.See file dsdata.txt to determine how the superseded data were derived.
 HB1739
 HB1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG6922944360(NAD 83)
 HB1739_MARKER: DS = TRIANGULATION STATION DISK
 HB1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1739
 HB1739  HISTORY     - Date     Condition        Report By
 HB1739  HISTORY     - 1938     MONUMENTED       CGS
 HB1739  HISTORY     - 1966     GOOD             USGS
 HB1739
 HB1739                          STATION DESCRIPTION
 HB1739
 HB1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1739'ABOUT 3.5 MILES NORTHEAST OF JACKSON AND 3 MILES SOUTHEAST OF
 HB1739'FRUITLAND, IN THE SE 1/4 SEC. 28, T. 32 N., R. 13 E.
 HB1739'
 HB1739'TO REACH FROM JACKSON GO EAST OF THE NORTHEAST CORNER OF THE
 HB1739'COURTHOUSE SQUARE 0.05 MILE TO A CROSS STREET, THEN LEFT 0.3 MILE
 HB1739'TO WHERE THE PAVEMENT TURNS RIGHT, FOLLOW RIGHT 1.7 MILES TO FORK,
 HB1739'TAKE LEFT FORK 1.8 MILES TO FORD, GO RIGHT 0.2 MILE TO GATE, THEN
 HB1739'PAST BARN AND CHICKEN COOP TO FIELD ROAD, FOLLOW FIELD ROAD TO GATE
 HB1739'AT FOOT OF HILL, CONTINUE 0.25 MILE UP HILL ON ROUGH CLEARED ROAD
 HB1739'TO TOP OF HILL AND STATION.
 HB1739'
 HB1739'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HB1739'DISKS SET IN CONCRETE.
 HB1739'
 HB1739'REFERENCE MARK BYRD NO. 1-1938 IS LOCATED SOUTHEAST ALONG A CLEARED
 HB1739'LINE AND AT NORTH SIDE OF A TRACK ROAD, AND PROJECTS 4 INCHES.
 HB1739'REFERENCE MARK BYRD NO. 2-1938 IS LOCATED SOUTHWEST OF STATION ALONG
 HB1739'A CLEARED PATH, 27 FEET NORTH OF TRAIL ROAD, 70 FEET NORTH OF
 HB1739'FORKS, AND PROJECTS 6 INCHES.
 HB1739'
 HB1739'AZIMUTH MARK BYRD-1938, WHICH PROJECTS 6 INCHES, IS LOCATED NORTHEAST
 HB1739'OF STATION. TO REACH FROM WHERE THE DESCRIPTION SAYS...TAKE LEFT
 HB1739'FORK 1.8 MILES TO FORD, CROSS CREEK TO FORKS ON SOUTH SIDE OF LARGE
 HB1739'FARM, GO NORTHEAST AND EAST 1.2 MILES TO CROSS ROADS AND FARM
 HB1739'BUILDINGS, TURN RIGHT AND GO 0.2 MILE TO HOUSE ON RIGHT. MARK WHICH
 HB1739'PROJECTS 6 INCHES IS IN NORTHWEST CORNER OF GARDEN, 17.5 FEET SOUTH
 HB1739'OF CONCRETE PORCH EDGE AND 30.4 FEET SOUTHWEST OF SOUTHEAST CORNER OF
 HB1739'HOUSE.
 HB1739'
 HB1739'HEIGHT OF LIGHT ABOVE STATION MARK-33 METERS.
 HB1739
 HB1739                          STATION RECOVERY (1966)
 HB1739
 HB1739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HB1739'ABOUT 4.0 AIRLINE MILES NE OF JACKSON.  T. 32.  N, R. 13 E., IN SE
 HB1739'QUARTER OF SECTION 28.  ABOUT 1700 FT. NE OF TRI. STA., ABOUT 1200
 HB1739'FT. SE OF X-RDS., 134.6 FT. WSW AND 5.9 FT. HIGHER THAN CENTER LINE
 HB1739'OF NW-SE RD., PRIVATE DRIVE WSW.  35.0 FT. SW OF SE CORNER AND
 HB1739'19.2 FT. SE OF SW CORNER OF ELMER WILKENS RESIDENCE.  28.7 FT. W
 HB1739'OF 20 INCH MAPLE TREE.  0.6 FT. NW OF NW FENCE CORNER POST, IN
 HB1739'TOP OF CONCRETE POST, PROJECTING 10 INCHES.  STANDARD USC AND
 HB1739'GS DISK STAMPED BYRD 1938, PAINTED AZ 627.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0192 ***********************************************************************
 LE0192  DESIGNATION -  C 10
 LE0192  PID         -  LE0192
 LE0192  STATE/COUNTY-  MO/PUTNAM
 LE0192  USGS QUAD   -  MENDOTA (1979)
 LE0192
 LE0192                         *CURRENT SURVEY CONTROL
 LE0192  ___________________________________________________________________
 LE0192* NAD 83(1986)-  40 32 05.     (N)    092 57 24.     (W)     SCALED    
 LE0192* NAVD 88     -       300.327  (meters)     985.32   (feet)  ADJUSTED  
 LE0192  ___________________________________________________________________
 LE0192  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LE0192  DYNAMIC HT  -         300.174 (meters)     984.82  (feet)  COMP
 LE0192  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 LE0192
 LE0192  VERT ORDER  -  FIRST     CLASS II
 LE0192
 LE0192.The horizontal coordinates were scaled from a topographic map and have
 LE0192.an estimated accuracy of +/- 6 seconds.
 LE0192
 LE0192.The orthometric height was determined by differential leveling
 LE0192.and adjusted by the National Geodetic Survey in June 1991..
 LE0192
 LE0192.The geoid height was determined by GEOID03.
 LE0192
 LE0192.The dynamic height is computed by dividing the NAVD 88
 LE0192.geopotential number by the normal gravity value computed on the
 LE0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0192.degrees latitude (g = 980.6199 gals.).
 LE0192
 LE0192.The modeled gravity was interpolated from observed gravity values.
 LE0192
 LE0192;                    North         East    Units  Estimated Accuracy
 LE0192;SPC MO C     -   521,920.      461,310.      MT  (+/- 180 meters Scaled)
 LE0192
 LE0192                          SUPERSEDED SURVEY CONTROL
 LE0192
 LE0192  NGVD 29 (??/??/92)  300.306  (m)          985.25   (f) ADJ UNCH    1 2
 LE0192
 LE0192.Superseded values are not recommended for survey control.
 LE0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0192.See file dsdata.txt to determine how the superseded data were derived.
 LE0192
 LE0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE036871(NAD 83)
 LE0192_MARKER: DB = BENCH MARK DISK
 LE0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0192_STAMPING: 985.096 C 10 1930
 LE0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0192+STABILITY: SURFACE MOTION
 LE0192
 LE0192  HISTORY     - Date     Condition        Report By
 LE0192  HISTORY     - 1930     MONUMENTED       CGS
 LE0192  HISTORY     - 1934     GOOD             NGS
 LE0192
 LE0192                          STATION DESCRIPTION
 LE0192
 LE0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0192'AT HOWLAND.
 LE0192'AT HOWLAND, PUTNAM COUNTY, 105 FEET NORTHEAST OF THE CHICAGO,
 LE0192'BURLINGTON AND QUINCY RAILROAD STATION, 66 FEET NORTHEAST OF A
 LE0192'ROAD CROSSING, AND 12 FEET NORTH OF THE STATION, AT THE BASE OF A
 LE0192'HILL, AND 40 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED
 LE0192'985.096 C 10 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LE0192'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0880 ***********************************************************************
 JD0880  DESIGNATION -  C 10 B 1
 JD0880  PID         -  JD0880
 JD0880  STATE/COUNTY-  MO/COOPER
 JD0880  USGS QUAD   -  CLIFTON CITY (1979)
 JD0880
 JD0880                         *CURRENT SURVEY CONTROL
 JD0880  ___________________________________________________________________
 JD0880* NAD 83(1986)-  38 46 48.     (N)    093 02 48.     (W)     SCALED    
 JD0880* NAVD 88     -       252.980  (meters)     829.99   (feet)  ADJUSTED  
 JD0880  ___________________________________________________________________
 JD0880  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0880  DYNAMIC HT  -         252.814 (meters)     829.44  (feet)  COMP
 JD0880  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 JD0880
 JD0880  VERT ORDER  -  SECOND    CLASS 0
 JD0880
 JD0880.The horizontal coordinates were scaled from a topographic map and have
 JD0880.an estimated accuracy of +/- 6 seconds.
 JD0880
 JD0880.The orthometric height was determined by differential leveling
 JD0880.and adjusted by the National Geodetic Survey in June 1991..
 JD0880
 JD0880.The geoid height was determined by GEOID03.
 JD0880
 JD0880.The dynamic height is computed by dividing the NAVD 88
 JD0880.geopotential number by the normal gravity value computed on the
 JD0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0880.degrees latitude (g = 980.6199 gals.).
 JD0880
 JD0880.The modeled gravity was interpolated from observed gravity values.
 JD0880
 JD0880;                    North         East    Units  Estimated Accuracy
 JD0880;SPC MO C     -   327,150.      452,500.      MT  (+/- 180 meters Scaled)
 JD0880
 JD0880                          SUPERSEDED SURVEY CONTROL
 JD0880
 JD0880  NGVD 29 (??/??/92)  252.89   (m)          829.7    (f) COMPUTED    2 0
 JD0880
 JD0880.Superseded values are not recommended for survey control.
 JD0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0880.See file dsdata.txt to determine how the superseded data were derived.
 JD0880
 JD0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC959923(NAD 83)
 JD0880_MARKER: Z = SEE DESCRIPTION
 JD0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0880_SP_SET: TRIBRACH
 JD0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0880
 JD0880  HISTORY     - Date     Condition        Report By
 JD0880  HISTORY     - UNK      MONUMENTED       DOD
 JD0880  HISTORY     - 1963     GOOD             NGS
 JD0880
 JD0880                          STATION DESCRIPTION
 JD0880
 JD0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0880'1.5 MI N FROM CLIFTON CITY.
 JD0880'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0880'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0880'0.75 MILE NORTH ALONG STATE HIGHWAY 135, THENCE 0.3 MILE
 JD0880'WEST ACROSS A FIELD, THENCE 0.25 MILE NORTH ALONG A DIM TRACK
 JD0880'ROAD, 183 FEET SOUTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT
 JD0880'CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER
 JD0880'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0879 ***********************************************************************
 JD0879  DESIGNATION -  C 10 B 2
 JD0879  PID         -  JD0879
 JD0879  STATE/COUNTY-  MO/COOPER
 JD0879  USGS QUAD   -  CLIFTON CITY (1979)
 JD0879
 JD0879                         *CURRENT SURVEY CONTROL
 JD0879  ___________________________________________________________________
 JD0879* NAD 83(1986)-  38 46 38.     (N)    093 02 41.     (W)     SCALED    
 JD0879* NAVD 88     -       259.236  (meters)     850.51   (feet)  ADJUSTED  
 JD0879  ___________________________________________________________________
 JD0879  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0879  DYNAMIC HT  -         259.065 (meters)     849.95  (feet)  COMP
 JD0879  MODELED GRAV-     979,962.5   (mgal)                       NAVD 88
 JD0879
 JD0879  VERT ORDER  -  SECOND    CLASS 0
 JD0879
 JD0879.The horizontal coordinates were scaled from a topographic map and have
 JD0879.an estimated accuracy of +/- 6 seconds.
 JD0879
 JD0879.The orthometric height was determined by differential leveling
 JD0879.and adjusted by the National Geodetic Survey in June 1991..
 JD0879
 JD0879.The geoid height was determined by GEOID03.
 JD0879
 JD0879.The dynamic height is computed by dividing the NAVD 88
 JD0879.geopotential number by the normal gravity value computed on the
 JD0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0879.degrees latitude (g = 980.6199 gals.).
 JD0879
 JD0879.The modeled gravity was interpolated from observed gravity values.
 JD0879
 JD0879;                    North         East    Units  Estimated Accuracy
 JD0879;SPC MO C     -   326,840.      452,670.      MT  (+/- 180 meters Scaled)
 JD0879
 JD0879                          SUPERSEDED SURVEY CONTROL
 JD0879
 JD0879  NGVD 29 (??/??/92)  259.15   (m)          850.2    (f) COMPUTED    2 0
 JD0879
 JD0879.Superseded values are not recommended for survey control.
 JD0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0879.See file dsdata.txt to determine how the superseded data were derived.
 JD0879
 JD0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC961920(NAD 83)
 JD0879_MARKER: Z = SEE DESCRIPTION
 JD0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0879_SP_SET: TRIBRACH
 JD0879_STAMPING: C 10 B 2
 JD0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0879
 JD0879  HISTORY     - Date     Condition        Report By
 JD0879  HISTORY     - UNK      MONUMENTED       DOD
 JD0879  HISTORY     - 1963     GOOD             NGS
 JD0879
 JD0879                          STATION DESCRIPTION
 JD0879
 JD0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0879'1.2 MI N FROM CLIFTON CITY.
 JD0879'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0879'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0879'0.75 MILE NORTH ALONG STATE HIGHWAY 135, THENCE 0.3 MILE WEST
 JD0879'ACROSS A FIELD, AT THE CREST OF A SLIGHT RIDGE, 15 FEET
 JD0879'EAST OF A NORTH-SOUTH FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 JD0879'WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH
 JD0879'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0290 ***********************************************************************
 JD0290  DESIGNATION -  C 100
 JD0290  PID         -  JD0290
 JD0290  STATE/COUNTY-  MO/MILLER
 JD0290  USGS QUAD   -  OLEAN (1980)
 JD0290
 JD0290                         *CURRENT SURVEY CONTROL
 JD0290  ___________________________________________________________________
 JD0290* NAD 83(1986)-  38 23 01.     (N)    092 32 57.     (W)     SCALED    
 JD0290* NAVD 88     -       244.915  (meters)     803.53   (feet)  ADJUSTED  
 JD0290  ___________________________________________________________________
 JD0290  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JD0290  DYNAMIC HT  -         244.743 (meters)     802.96  (feet)  COMP
 JD0290  MODELED GRAV-     979,923.2   (mgal)                       NAVD 88
 JD0290
 JD0290  VERT ORDER  -  SECOND    CLASS 0
 JD0290
 JD0290.The horizontal coordinates were scaled from a topographic map and have
 JD0290.an estimated accuracy of +/- 6 seconds.
 JD0290
 JD0290.The orthometric height was determined by differential leveling
 JD0290.and adjusted by the National Geodetic Survey in June 1991..
 JD0290
 JD0290.The geoid height was determined by GEOID03.
 JD0290
 JD0290.The dynamic height is computed by dividing the NAVD 88
 JD0290.geopotential number by the normal gravity value computed on the
 JD0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0290.degrees latitude (g = 980.6199 gals.).
 JD0290
 JD0290.The modeled gravity was interpolated from observed gravity values.
 JD0290
 JD0290;                    North         East    Units  Estimated Accuracy
 JD0290;SPC MO C     -   283,010.      495,700.      MT  (+/- 180 meters Scaled)
 JD0290
 JD0290                          SUPERSEDED SURVEY CONTROL
 JD0290
 JD0290  NGVD 29 (??/??/92)  244.861  (m)          803.35   (f) ADJ UNCH    2 0
 JD0290
 JD0290.Superseded values are not recommended for survey control.
 JD0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0290.See file dsdata.txt to determine how the superseded data were derived.
 JD0290
 JD0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC393484(NAD 83)
 JD0290_MARKER: DB = BENCH MARK DISK
 JD0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0290_STAMPING: C 100 1935
 JD0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0290+STABILITY: SURFACE MOTION
 JD0290
 JD0290  HISTORY     - Date     Condition        Report By
 JD0290  HISTORY     - 1935     MONUMENTED       CGS
 JD0290
 JD0290                          STATION DESCRIPTION
 JD0290
 JD0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0290'3 MI NE FROM ELDON.
 JD0290'3.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0290'STATION AT ELDON, ABOUT 18 POLES WEST OF MILEPOST 155, AND 40
 JD0290'FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED C 100 1935 AND
 JD0290'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0707 ***********************************************************************
 JC0707  DESIGNATION -  C 101
 JC0707  PID         -  JC0707
 JC0707  STATE/COUNTY-  MO/FRANKLIN
 JC0707  USGS QUAD   -  GERALD (1980)
 JC0707
 JC0707                         *CURRENT SURVEY CONTROL
 JC0707  ___________________________________________________________________
 JC0707* NAD 83(1986)-  38 23 43.     (N)    091 21 17.     (W)     SCALED    
 JC0707* NAVD 88     -       270.999  (meters)     889.10   (feet)  ADJUSTED  
 JC0707  ___________________________________________________________________
 JC0707  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JC0707  DYNAMIC HT  -         270.816 (meters)     888.50  (feet)  COMP
 JC0707  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 JC0707
 JC0707  VERT ORDER  -  SECOND    CLASS 0
 JC0707
 JC0707.The horizontal coordinates were scaled from a topographic map and have
 JC0707.an estimated accuracy of +/- 6 seconds.
 JC0707
 JC0707.The orthometric height was determined by differential leveling
 JC0707.and adjusted by the National Geodetic Survey in June 1991..
 JC0707.WARNING-Repeat measurements at this control monument indicate possible
 JC0707.vertical movement.
 JC0707
 JC0707.The geoid height was determined by GEOID03.
 JC0707
 JC0707.The dynamic height is computed by dividing the NAVD 88
 JC0707.geopotential number by the normal gravity value computed on the
 JC0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0707.degrees latitude (g = 980.6199 gals.).
 JC0707
 JC0707.The modeled gravity was interpolated from observed gravity values.
 JC0707
 JC0707;                    North         East    Units  Estimated Accuracy
 JC0707;SPC MO E     -   284,650.      175,340.      MT  (+/- 180 meters Scaled)
 JC0707
 JC0707                          SUPERSEDED SURVEY CONTROL
 JC0707
 JC0707  NGVD 29 (??/??/92)  271.006  (m)          889.13   (f) ADJ UNCH    2 0
 JC0707
 JC0707.Superseded values are not recommended for survey control.
 JC0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0707.See file dsdata.txt to determine how the superseded data were derived.
 JC0707
 JC0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC436509(NAD 83)
 JC0707_MARKER: DB = BENCH MARK DISK
 JC0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0707_STAMPING: C 101 1935
 JC0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0707+STABILITY: SURFACE MOTION
 JC0707
 JC0707  HISTORY     - Date     Condition        Report By
 JC0707  HISTORY     - 1935     MONUMENTED       CGS
 JC0707  HISTORY     - 1940     GOOD             NGS
 JC0707
 JC0707                          STATION DESCRIPTION
 JC0707
 JC0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0707'1.5 MI W FROM GERALD.
 JC0707'1.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JC0707'FROM THE STATION AT GERALD, FRANKLIN COUNTY, 6 POLES WEST OF
 JC0707'MILEPOST 82, 100 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 50,
 JC0707'AT A ROAD CROSSING, 45 FEET SOUTH OF THE SOUTH RAIL, 38.5 FEET
 JC0707'WEST OF THE CENTER LINE OF THE ROAD, 2 YARDS WEST OF A FENCE CORNER,
 JC0707'1 YARD NORTH OF THE FENCE, AND 0.6 FOOT EAST OF A WHITE WOODEN
 JC0707'WITNESS POST.  A STANDARD DISK, STAMPED C 101 1935 AND SET IN
 JC0707'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0745 ***********************************************************************
 JC0745  DESIGNATION -  C 102
 JC0745  PID         -  JC0745
 JC0745  STATE/COUNTY-  MO/GASCONADE
 JC0745  USGS QUAD   -  ROSEBUD (1980)
 JC0745
 JC0745                         *CURRENT SURVEY CONTROL
 JC0745  ___________________________________________________________________
 JC0745* NAD 83(1986)-  38 23 17.     (N)    091 23 58.     (W)     SCALED    
 JC0745* NAVD 88     -       278.545  (meters)     913.86   (feet)  ADJUSTED  
 JC0745  ___________________________________________________________________
 JC0745  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JC0745  DYNAMIC HT  -         278.358 (meters)     913.25  (feet)  COMP
 JC0745  MODELED GRAV-     979,949.0   (mgal)                       NAVD 88
 JC0745
 JC0745  VERT ORDER  -  SECOND    CLASS 0
 JC0745
 JC0745.The horizontal coordinates were scaled from a topographic map and have
 JC0745.an estimated accuracy of +/- 6 seconds.
 JC0745
 JC0745.The orthometric height was determined by differential leveling
 JC0745.and adjusted by the National Geodetic Survey in June 1991..
 JC0745
 JC0745.The geoid height was determined by GEOID03.
 JC0745
 JC0745.The dynamic height is computed by dividing the NAVD 88
 JC0745.geopotential number by the normal gravity value computed on the
 JC0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0745.degrees latitude (g = 980.6199 gals.).
 JC0745
 JC0745.The modeled gravity was interpolated from observed gravity values.
 JC0745
 JC0745;                    North         East    Units  Estimated Accuracy
 JC0745;SPC MO E     -   283,890.      171,420.      MT  (+/- 180 meters Scaled)
 JC0745
 JC0745                          SUPERSEDED SURVEY CONTROL
 JC0745
 JC0745  NGVD 29 (??/??/92)  278.554  (m)          913.89   (f) ADJ UNCH    2 0
 JC0745
 JC0745.Superseded values are not recommended for survey control.
 JC0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0745.See file dsdata.txt to determine how the superseded data were derived.
 JC0745
 JC0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC397500(NAD 83)
 JC0745_MARKER: DB = BENCH MARK DISK
 JC0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0745_STAMPING: C 102 1935
 JC0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0745+STABILITY: SURFACE MOTION
 JC0745
 JC0745  HISTORY     - Date     Condition        Report By
 JC0745  HISTORY     - 1935     MONUMENTED       CGS
 JC0745  HISTORY     - 1940     GOOD             NGS
 JC0745
 JC0745                          STATION DESCRIPTION
 JC0745
 JC0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0745'AT ROSEBUD.
 JC0745'AT ROSEBUD, GASCONADE COUNTY, ON U.S. HIGHWAY 50, 35 FEET NORTH
 JC0745'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET WEST OF THE SOUTHWEST
 JC0745'CORNER OF THE MISSOURI STATE HIGHWAY DEPARTMENT MAINTENANCE
 JC0745'GARAGE, AND 12 FEET EAST OF A POLE AND THE RIGHT-OF-WAY FENCE.
 JC0745'A STANDARD DISK, STAMPED C 102 1935 AND SET IN THE TOP OF A
 JC0745'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0647 ***********************************************************************
 JC0647  DESIGNATION -  C 103
 JC0647  PID         -  JC0647
 JC0647  STATE/COUNTY-  MO/MONTGOMERY
 JC0647  USGS QUAD   -  HERMANN (1985)
 JC0647
 JC0647                         *CURRENT SURVEY CONTROL
 JC0647  ___________________________________________________________________
 JC0647* NAD 83(1986)-  38 44 17.     (N)    091 26 53.     (W)     SCALED    
 JC0647* NAVD 88     -       158.370  (meters)     519.59   (feet)  ADJUSTED  
 JC0647  ___________________________________________________________________
 JC0647  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JC0647  DYNAMIC HT  -         158.267 (meters)     519.25  (feet)  COMP
 JC0647  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 JC0647
 JC0647  VERT ORDER  -  SECOND    CLASS 0
 JC0647
 JC0647.The horizontal coordinates were scaled from a topographic map and have
 JC0647.an estimated accuracy of +/- 6 seconds.
 JC0647
 JC0647.The orthometric height was determined by differential leveling
 JC0647.and adjusted by the National Geodetic Survey in June 1991..
 JC0647
 JC0647.The geoid height was determined by GEOID03.
 JC0647
 JC0647.The dynamic height is computed by dividing the NAVD 88
 JC0647.geopotential number by the normal gravity value computed on the
 JC0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0647.degrees latitude (g = 980.6199 gals.).
 JC0647
 JC0647.The modeled gravity was interpolated from observed gravity values.
 JC0647
 JC0647;                    North         East    Units  Estimated Accuracy
 JC0647;SPC MO E     -   322,780.      167,580.      MT  (+/- 180 meters Scaled)
 JC0647
 JC0647                          SUPERSEDED SURVEY CONTROL
 JC0647
 JC0647  NGVD 29 (??/??/92)  158.381  (m)          519.62   (f) ADJ UNCH    2 0
 JC0647
 JC0647.Superseded values are not recommended for survey control.
 JC0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0647.See file dsdata.txt to determine how the superseded data were derived.
 JC0647
 JC0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC348888(NAD 83)
 JC0647_MARKER: DB = BENCH MARK DISK
 JC0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0647_STAMPING: C 103 1935
 JC0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0647+STABILITY: SURFACE MOTION
 JC0647
 JC0647  HISTORY     - Date     Condition        Report By
 JC0647  HISTORY     - 1935     MONUMENTED       CGS
 JC0647  HISTORY     - 20010320 MARK NOT FOUND   MODNR
 JC0647
 JC0647                          STATION DESCRIPTION
 JC0647
 JC0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0647'IN MC KITTRICK.
 JC0647'AT MC KITTRICK, MONTGOMERY COUNTY, ON STATE HIGHWAY 19, OPPOSITE
 JC0647'A GARAGE, AT A ROAD JUNCTION, ABOUT 100 FEET NORTH OF THE
 JC0647'CENTERLINE OF THE ROAD, AND 40 FEET WEST OF THE CENTERLINE OF
 JC0647'THE HIGHWAY.  A STANDARD DISK, STAMPED C 103 1935 AND SET IN
 JC0647'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 JC0647'GROUND.
 JC0647
 JC0647                          STATION RECOVERY (2001)
 JC0647
 JC0647'RECOVERY NOTE BY MO DEPT OF NAT RES 2001 (BDC)
 JC0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0830 ***********************************************************************
 JC0830  DESIGNATION -  C 104
 JC0830  PID         -  JC0830
 JC0830  STATE/COUNTY-  MO/CRAWFORD
 JC0830  USGS QUAD   -  OAK HILL (1980)
 JC0830
 JC0830                         *CURRENT SURVEY CONTROL
 JC0830  ___________________________________________________________________
 JC0830* NAD 83(1986)-  38 08 56.     (N)    091 25 38.     (W)     SCALED    
 JC0830* NAVD 88     -       278.687  (meters)     914.33   (feet)  ADJUSTED  
 JC0830  ___________________________________________________________________
 JC0830  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JC0830  DYNAMIC HT  -         278.488 (meters)     913.67  (feet)  COMP
 JC0830  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 JC0830
 JC0830  VERT ORDER  -  SECOND    CLASS 0
 JC0830
 JC0830.The horizontal coordinates were scaled from a topographic map and have
 JC0830.an estimated accuracy of +/- 6 seconds.
 JC0830
 JC0830.The orthometric height was determined by differential leveling
 JC0830.and adjusted by the National Geodetic Survey in June 1991..
 JC0830
 JC0830.The geoid height was determined by GEOID03.
 JC0830
 JC0830.The dynamic height is computed by dividing the NAVD 88
 JC0830.geopotential number by the normal gravity value computed on the
 JC0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0830.degrees latitude (g = 980.6199 gals.).
 JC0830
 JC0830.The modeled gravity was interpolated from observed gravity values.
 JC0830
 JC0830;                    North         East    Units  Estimated Accuracy
 JC0830;SPC MO E     -   257,360.      168,730.      MT  (+/- 180 meters Scaled)
 JC0830
 JC0830                          SUPERSEDED SURVEY CONTROL
 JC0830
 JC0830  NGVD 29 (??/??/92)  278.677  (m)          914.29   (f) ADJ UNCH    2 0
 JC0830
 JC0830.Superseded values are not recommended for survey control.
 JC0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0830.See file dsdata.txt to determine how the superseded data were derived.
 JC0830
 JC0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC378235(NAD 83)
 JC0830_MARKER: DB = BENCH MARK DISK
 JC0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0830_STAMPING: C 104 1935
 JC0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0830+STABILITY: SURFACE MOTION
 JC0830
 JC0830  HISTORY     - Date     Condition        Report By
 JC0830  HISTORY     - 1935     MONUMENTED       CGS
 JC0830
 JC0830                          STATION DESCRIPTION
 JC0830
 JC0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0830'6.7 MI N FROM CUBA.
 JC0830'6.7 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE ST. LOUIS-SAN
 JC0830'FRANCISCO RAILWAY STATION AT CUBA, CRAWFORD COUNTY, 0.4 MILE
 JC0830'NORTH OF THE PRAIRIE CREEK BRIDGE, 75 YARDS SOUTH OF AN 18-INCH
 JC0830'CORRUGATED-IRON CULVERT IN THE DITCH, 11 YARDS EAST OF THE
 JC0830'CENTER LINE OF THE HIGHWAY, AND 3 YARDS SOUTHWEST OF A POLE.  A
 JC0830'STANDARD DISK, STAMPED C 104 1935 AND SET IN THE TOP OF A
 JC0830'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0332 ***********************************************************************
 HE0332  DESIGNATION -  C 106
 HE0332  PID         -  HE0332
 HE0332  STATE/COUNTY-  MO/VERNON
 HE0332  USGS QUAD   -  DEERFIELD (1991)
 HE0332
 HE0332                         *CURRENT SURVEY CONTROL
 HE0332  ___________________________________________________________________
 HE0332* NAD 83(1986)-  37 50 06.     (N)    094 32 49.     (W)     SCALED    
 HE0332* NAVD 88     -       244.199  (meters)     801.18   (feet)  ADJUSTED  
 HE0332  ___________________________________________________________________
 HE0332  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HE0332  DYNAMIC HT  -         244.018 (meters)     800.58  (feet)  COMP
 HE0332  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 HE0332
 HE0332  VERT ORDER  -  SECOND    CLASS 0
 HE0332
 HE0332.The horizontal coordinates were scaled from a topographic map and have
 HE0332.an estimated accuracy of +/- 6 seconds.
 HE0332
 HE0332.The orthometric height was determined by differential leveling
 HE0332.and adjusted by the National Geodetic Survey in June 1991..
 HE0332
 HE0332.The geoid height was determined by GEOID03.
 HE0332
 HE0332.The dynamic height is computed by dividing the NAVD 88
 HE0332.geopotential number by the normal gravity value computed on the
 HE0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0332.degrees latitude (g = 980.6199 gals.).
 HE0332
 HE0332.The modeled gravity was interpolated from observed gravity values.
 HE0332
 HE0332;                    North         East    Units  Estimated Accuracy
 HE0332;SPC MO W     -   185,140.      845,870.      MT  (+/- 180 meters Scaled)
 HE0332
 HE0332                          SUPERSEDED SURVEY CONTROL
 HE0332
 HE0332  NGVD 29 (??/??/92)  244.090  (m)          800.82   (f) ADJ UNCH    2 0
 HE0332
 HE0332.Superseded values are not recommended for survey control.
 HE0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0332.See file dsdata.txt to determine how the superseded data were derived.
 HE0332
 HE0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB638886(NAD 83)
 HE0332_MARKER: DB = BENCH MARK DISK
 HE0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0332_STAMPING: C 106 1934
 HE0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0332+STABILITY: SURFACE MOTION
 HE0332
 HE0332  HISTORY     - Date     Condition        Report By
 HE0332  HISTORY     - 1934     MONUMENTED       CGS
 HE0332  HISTORY     - 1969     GOOD             KSWRB
 HE0332  HISTORY     - 19871204 MARK NOT FOUND   USPSQD
 HE0332
 HE0332                          STATION DESCRIPTION
 HE0332
 HE0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0332'2 MI E FROM EVE.
 HE0332'2.0 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0332'THE STATION AT EVE, VERNON COUNTY, AT MILEAGE 329.3, AT A ROAD
 HE0332'CROSSING, 34 FEET WEST OF THE CENTERLINE OF THE ROAD, 18 FEET
 HE0332'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND ABOUT 3 FEET
 HE0332'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 106 1934
 HE0332'AND SET IN THE TOP OF A CONCRETE POST.
 HE0332
 HE0332                          STATION RECOVERY (1969)
 HE0332
 HE0332'RECOVERY NOTE BY KANSAS WATER RESOURCES BOARD 1969
 HE0332'RECOVERED IN GOOD CONDITION.
 HE0332
 HE0332                          STATION RECOVERY (1987)
 HE0332
 HE0332'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 HE0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0049 ***********************************************************************
 HE0049  DESIGNATION -  C 107
 HE0049  PID         -  HE0049
 HE0049  STATE/COUNTY-  MO/BARTON
 HE0049  USGS QUAD   -  LAMAR NORTH (1962)
 HE0049
 HE0049                         *CURRENT SURVEY CONTROL
 HE0049  ___________________________________________________________________
 HE0049* NAD 83(1986)-  37 30 29.     (N)    094 21 02.     (W)     SCALED    
 HE0049* NAVD 88     -       300.419  (meters)     985.62   (feet)  ADJUSTED  
 HE0049  ___________________________________________________________________
 HE0049  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HE0049  DYNAMIC HT  -         300.183 (meters)     984.85  (feet)  COMP
 HE0049  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 HE0049
 HE0049  VERT ORDER  -  SECOND    CLASS 0
 HE0049
 HE0049.The horizontal coordinates were scaled from a topographic map and have
 HE0049.an estimated accuracy of +/- 6 seconds.
 HE0049
 HE0049.The orthometric height was determined by differential leveling
 HE0049.and adjusted by the National Geodetic Survey in June 1991..
 HE0049
 HE0049.The geoid height was determined by GEOID03.
 HE0049
 HE0049.The dynamic height is computed by dividing the NAVD 88
 HE0049.geopotential number by the normal gravity value computed on the
 HE0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0049.degrees latitude (g = 980.6199 gals.).
 HE0049
 HE0049.The modeled gravity was interpolated from observed gravity values.
 HE0049
 HE0049;                    North         East    Units  Estimated Accuracy
 HE0049;SPC MO W     -   148,860.      863,210.      MT  (+/- 180 meters Scaled)
 HE0049
 HE0049                          SUPERSEDED SURVEY CONTROL
 HE0049
 HE0049  NGVD 29 (??/??/92)  300.301  (m)          985.24   (f) ADJ UNCH    2 0
 HE0049
 HE0049.Superseded values are not recommended for survey control.
 HE0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0049.See file dsdata.txt to determine how the superseded data were derived.
 HE0049
 HE0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB806520(NAD 83)
 HE0049_MARKER: DB = BENCH MARK DISK
 HE0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0049_STAMPING: C 107 1934
 HE0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0049+STABILITY: SURFACE MOTION
 HE0049
 HE0049  HISTORY     - Date     Condition        Report By
 HE0049  HISTORY     - 1934     MONUMENTED       CGS
 HE0049  HISTORY     - 1935     GOOD             NGS
 HE0049
 HE0049                          STATION DESCRIPTION
 HE0049
 HE0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0049'4.4 MI W FROM LAMAR.
 HE0049'4.4 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0049'THE STATION AT LAMAR, BARTON COUNTY, 36 FEET NORTHEAST OF THE
 HE0049'STATION SIGN AT HORNADAY, 3 FEET NORTH OF THE FOURTEENTH POLE
 HE0049'EAST OF MILEPOST 134, AND 35 FEET NORTH OF THE CENTERLINE OF
 HE0049'THE MAIN TRACK.  A STANDARD DISK, STAMPED C 107 1934 AND SET
 HE0049'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0033 ***********************************************************************
 GG0033  DESIGNATION -  C 108
 GG0033  PID         -  GG0033
 GG0033  STATE/COUNTY-  MO/MCDONALD
 GG0033  USGS QUAD   -  NOEL (1982)
 GG0033
 GG0033                         *CURRENT SURVEY CONTROL
 GG0033  ___________________________________________________________________
 GG0033* NAD 83(1986)-  36 33 33.     (N)    094 28 02.     (W)     SCALED    
 GG0033* NAVD 88     -       252.212  (meters)     827.47   (feet)  ADJUSTED  
 GG0033  ___________________________________________________________________
 GG0033  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GG0033  DYNAMIC HT  -         252.001 (meters)     826.77  (feet)  COMP
 GG0033  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GG0033
 GG0033  VERT ORDER  -  SECOND    CLASS 0
 GG0033
 GG0033.The horizontal coordinates were scaled from a topographic map and have
 GG0033.an estimated accuracy of +/- 6 seconds.
 GG0033
 GG0033.The orthometric height was determined by differential leveling
 GG0033.and adjusted by the National Geodetic Survey in June 1991..
 GG0033
 GG0033.The geoid height was determined by GEOID03.
 GG0033
 GG0033.The dynamic height is computed by dividing the NAVD 88
 GG0033.geopotential number by the normal gravity value computed on the
 GG0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0033.degrees latitude (g = 980.6199 gals.).
 GG0033
 GG0033.The modeled gravity was interpolated from observed gravity values.
 GG0033
 GG0033;                    North         East    Units  Estimated Accuracy
 GG0033;SPC MO W     -    43,550.      852,930.      MT  (+/- 180 meters Scaled)
 GG0033
 GG0033                          SUPERSEDED SURVEY CONTROL
 GG0033
 GG0033  NGVD 29 (??/??/92)  252.099  (m)          827.09   (f) ADJ UNCH    2 0
 GG0033
 GG0033.Superseded values are not recommended for survey control.
 GG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0033.See file dsdata.txt to determine how the superseded data were derived.
 GG0033
 GG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA686469(NAD 83)
 GG0033_MARKER: DB = BENCH MARK DISK
 GG0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0033_STAMPING: C 108 1935
 GG0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0033+STABILITY: SURFACE MOTION
 GG0033
 GG0033  HISTORY     - Date     Condition        Report By
 GG0033  HISTORY     - 1935     MONUMENTED       CGS
 GG0033
 GG0033                          STATION DESCRIPTION
 GG0033
 GG0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0033'1.4 MI N FROM NOEL.
 GG0033'1.4 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 GG0033'NOEL, MC DONALD COUNTY, 8 POLES SOUTH OF MILEPOST 199, 30 FEET
 GG0033'WEST OF THE TRACK, AND 6 FEET EAST OF A FENCE LINE.  A STANDARD
 GG0033'DISK, STAMPED C 108 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0007 ***********************************************************************
 GG0007  DESIGNATION -  C 109
 GG0007  PID         -  GG0007
 GG0007  STATE/COUNTY-  MO/NEWTON
 GG0007  USGS QUAD   -  WHEATON (1972)
 GG0007
 GG0007                         *CURRENT SURVEY CONTROL
 GG0007  ___________________________________________________________________
 GG0007* NAD 83(1986)-  36 49 03.     (N)    094 05 23.     (W)     SCALED    
 GG0007* NAVD 88     -       392.886  (meters)    1288.99   (feet)  ADJUSTED  
 GG0007  ___________________________________________________________________
 GG0007  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GG0007  DYNAMIC HT  -         392.554 (meters)    1287.90  (feet)  COMP
 GG0007  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 GG0007
 GG0007  VERT ORDER  -  SECOND    CLASS 0
 GG0007
 GG0007.The horizontal coordinates were scaled from a topographic map and have
 GG0007.an estimated accuracy of +/- 6 seconds.
 GG0007
 GG0007.The orthometric height was determined by differential leveling
 GG0007.and adjusted by the National Geodetic Survey in June 1991..
 GG0007
 GG0007.The geoid height was determined by GEOID03.
 GG0007
 GG0007.The dynamic height is computed by dividing the NAVD 88
 GG0007.geopotential number by the normal gravity value computed on the
 GG0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0007.degrees latitude (g = 980.6199 gals.).
 GG0007
 GG0007.The modeled gravity was interpolated from observed gravity values.
 GG0007
 GG0007;                    North         East    Units  Estimated Accuracy
 GG0007;SPC MO W     -    72,300.      886,610.      MT  (+/- 180 meters Scaled)
 GG0007
 GG0007                          SUPERSEDED SURVEY CONTROL
 GG0007
 GG0007  NGVD 29 (??/??/92)  392.746  (m)         1288.53   (f) ADJ UNCH    2 0
 GG0007
 GG0007.Superseded values are not recommended for survey control.
 GG0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0007.See file dsdata.txt to determine how the superseded data were derived.
 GG0007
 GG0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA028751(NAD 83)
 GG0007_MARKER: DB = BENCH MARK DISK
 GG0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0007_STAMPING: C109 1934
 GG0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0007+STABILITY: SURFACE MOTION
 GG0007
 GG0007  HISTORY     - Date     Condition        Report By
 GG0007  HISTORY     - 1934     MONUMENTED       CGS
 GG0007  HISTORY     - 1940     MARK NOT FOUND   NGS
 GG0007
 GG0007                          STATION DESCRIPTION
 GG0007
 GG0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GG0007'AT FAIRVIEW.
 GG0007'AT FAIRVIEW, NEWTON COUNTY, 16 RAILS WEST OF THE MISSOURI AND
 GG0007'NORTH ARKANSAS RAILWAY STATION, AT MILEPOST 37, AT A ROAD
 GG0007'CROSSING, 40 FEET WEST OF THE ROAD, AND 40 FEET SOUTH OF THE
 GG0007'TRACK.  A STANDARD DISK, STAMPED C109 1934 AND SET IN THE TOP
 GG0007'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0309 ***********************************************************************
 KD0309  DESIGNATION -  C 11
 KD0309  PID         -  KD0309
 KD0309  STATE/COUNTY-  MO/LINN
 KD0309  USGS QUAD   -  LACLEDE (1984)
 KD0309
 KD0309                         *CURRENT SURVEY CONTROL
 KD0309  ___________________________________________________________________
 KD0309* NAD 83(1986)-  39 49 17.     (N)    093 10 17.     (W)     SCALED    
 KD0309* NAVD 88     -       220.634  (meters)     723.86   (feet)  ADJUSTED  
 KD0309  ___________________________________________________________________
 KD0309  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KD0309  DYNAMIC HT  -         220.512 (meters)     723.46  (feet)  COMP
 KD0309  MODELED GRAV-     980,065.6   (mgal)                       NAVD 88
 KD0309
 KD0309  VERT ORDER  -  FIRST     CLASS II
 KD0309
 KD0309.The horizontal coordinates were scaled from a topographic map and have
 KD0309.an estimated accuracy of +/- 6 seconds.
 KD0309
 KD0309.The orthometric height was determined by differential leveling
 KD0309.and adjusted by the National Geodetic Survey in June 1991..
 KD0309
 KD0309.The geoid height was determined by GEOID03.
 KD0309
 KD0309.The dynamic height is computed by dividing the NAVD 88
 KD0309.geopotential number by the normal gravity value computed on the
 KD0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0309.degrees latitude (g = 980.6199 gals.).
 KD0309
 KD0309.The modeled gravity was interpolated from observed gravity values.
 KD0309
 KD0309;                    North         East    Units  Estimated Accuracy
 KD0309;SPC MO C     -   442,830.      442,520.      MT  (+/- 180 meters Scaled)
 KD0309
 KD0309                          SUPERSEDED SURVEY CONTROL
 KD0309
 KD0309  NGVD 29 (??/??/92)  220.603  (m)          723.76   (f) ADJ UNCH    1 2
 KD0309
 KD0309.Superseded values are not recommended for survey control.
 KD0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0309.See file dsdata.txt to determine how the superseded data were derived.
 KD0309
 KD0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE853079(NAD 83)
 KD0309_MARKER: DB = BENCH MARK DISK
 KD0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0309_SP_SET: CULVERT
 KD0309_STAMPING: 723.532 C 11 1930
 KD0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0309
 KD0309  HISTORY     - Date     Condition        Report By
 KD0309  HISTORY     - 1930     MONUMENTED       CGS
 KD0309  HISTORY     - 1934     GOOD             NGS
 KD0309  HISTORY     - 1967     GOOD             NGS
 KD0309  HISTORY     - 1979     GOOD             LOCENG
 KD0309
 KD0309                          STATION DESCRIPTION
 KD0309
 KD0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KD0309'2.8 MI N FROM LACLEDE.
 KD0309'2-3/4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KD0309'RAILROAD FROM LACLEDE, LINN COUNTY, 500 FEET SOUTH OF MILEPOST
 KD0309'179, 600 FEET SOUTHEAST OF A SCHOOLHOUSE, 600 FEET SOUTH OF A FARM
 KD0309'ROAD CROSSING, IN A CONCRETE CULVERT, AND ON THE WEST SIDE OF
 KD0309'THE TRACK.  A STANDARD DISK, STAMPED 723.532 C 11 1930.
 KD0309
 KD0309                          STATION RECOVERY (1967)
 KD0309
 KD0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0309'RECOVERED IN GOOD CONDITION.
 KD0309
 KD0309                          STATION RECOVERY (1979)
 KD0309
 KD0309'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 KD0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0229 ***********************************************************************
 KD0229  DESIGNATION -  C 11 B 1
 KD0229  PID         -  KD0229
 KD0229  STATE/COUNTY-  MO/COOPER
 KD0229  USGS QUAD   -  ARROW ROCK (1971)
 KD0229
 KD0229                         *CURRENT SURVEY CONTROL
 KD0229  ___________________________________________________________________
 KD0229* NAD 83(1986)-  39 00 33.     (N)    092 57 27.     (W)     SCALED    
 KD0229* NAVD 88     -       230.683  (meters)     756.83   (feet)  ADJUSTED  
 KD0229  ___________________________________________________________________
 KD0229  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0229  DYNAMIC HT  -         230.539 (meters)     756.36  (feet)  COMP
 KD0229  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 KD0229
 KD0229  VERT ORDER  -  SECOND    CLASS 0
 KD0229
 KD0229.The horizontal coordinates were scaled from a topographic map and have
 KD0229.an estimated accuracy of +/- 6 seconds.
 KD0229
 KD0229.The orthometric height was determined by differential leveling
 KD0229.and adjusted by the National Geodetic Survey in June 1991..
 KD0229
 KD0229.The geoid height was determined by GEOID03.
 KD0229
 KD0229.The dynamic height is computed by dividing the NAVD 88
 KD0229.geopotential number by the normal gravity value computed on the
 KD0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0229.degrees latitude (g = 980.6199 gals.).
 KD0229
 KD0229.The modeled gravity was interpolated from observed gravity values.
 KD0229
 KD0229;                    North         East    Units  Estimated Accuracy
 KD0229;SPC MO C     -   352,550.      460,380.      MT  (+/- 180 meters Scaled)
 KD0229
 KD0229                          SUPERSEDED SURVEY CONTROL
 KD0229
 KD0229  NGVD 29 (??/??/92)  230.61   (m)          756.6    (f) COMPUTED    2 0
 KD0229
 KD0229.Superseded values are not recommended for survey control.
 KD0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0229.See file dsdata.txt to determine how the superseded data were derived.
 KD0229
 KD0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD036177(NAD 83)
 KD0229_MARKER: DZ = AZIMUTH MARK DISK
 KD0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0229_SP_SET: CONCRETE PEDESTAL
 KD0229_STAMPING: C 11 B 1
 KD0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0229
 KD0229  HISTORY     - Date     Condition        Report By
 KD0229  HISTORY     - UNK      MONUMENTED       CGS
 KD0229  HISTORY     - 1962     GOOD             NGS
 KD0229
 KD0229                          STATION DESCRIPTION
 KD0229
 KD0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0229'4 MI NE FROM BLACKWATER.
 KD0229'ABOUT 1.2 MILES NORTHEAST ALONG COUNTY ROAD K FROM THE RALROAD
 KD0229'STATION AT BLACKWATER, THENCE 1.6 MILES NORTH ALONG A COUNTY ROAD,
 KD0229'THENCE 1.2 MILES EAST ALONG A COUNTY ROAD, 0.15 MILE WEST OF THE
 KD0229'ENTRANCE TO SITE NO. C 11, 63 FEET NORTH OF THE CENTERLINE OF THE
 KD0229'ROAD, 50 FEET NORTH OF A FENCE, ABOUT 6 FEET ABOVE THE ROAD, A
 KD0229'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF
 KD0229'TRIBACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0228 ***********************************************************************
 KD0228  DESIGNATION -  C 11 B 2
 KD0228  PID         -  KD0228
 KD0228  STATE/COUNTY-  MO/COOPER
 KD0228  USGS QUAD   -  ARROW ROCK (1971)
 KD0228
 KD0228                         *CURRENT SURVEY CONTROL
 KD0228  ___________________________________________________________________
 KD0228* NAD 83(1986)-  39 00 39.     (N)    092 57 17.     (W)     SCALED    
 KD0228* NAVD 88     -       233.547  (meters)     766.23   (feet)  ADJUSTED  
 KD0228  ___________________________________________________________________
 KD0228  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0228  DYNAMIC HT  -         233.401 (meters)     765.75  (feet)  COMP
 KD0228  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 KD0228
 KD0228  VERT ORDER  -  SECOND    CLASS 0
 KD0228
 KD0228.The horizontal coordinates were scaled from a topographic map and have
 KD0228.an estimated accuracy of +/- 6 seconds.
 KD0228
 KD0228.The orthometric height was determined by differential leveling
 KD0228.and adjusted by the National Geodetic Survey in June 1991..
 KD0228
 KD0228.The geoid height was determined by GEOID03.
 KD0228
 KD0228.The dynamic height is computed by dividing the NAVD 88
 KD0228.geopotential number by the normal gravity value computed on the
 KD0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0228.degrees latitude (g = 980.6199 gals.).
 KD0228
 KD0228.The modeled gravity was interpolated from observed gravity values.
 KD0228
 KD0228;                    North         East    Units  Estimated Accuracy
 KD0228;SPC MO C     -   352,730.      460,620.      MT  (+/- 180 meters Scaled)
 KD0228
 KD0228                          SUPERSEDED SURVEY CONTROL
 KD0228
 KD0228  NGVD 29 (??/??/92)  233.48   (m)          766.0    (f) COMPUTED    2 0
 KD0228
 KD0228.Superseded values are not recommended for survey control.
 KD0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0228.See file dsdata.txt to determine how the superseded data were derived.
 KD0228
 KD0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD039179(NAD 83)
 KD0228_MARKER: DZ = AZIMUTH MARK DISK
 KD0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0228_SP_SET: CONCRETE PEDESTAL
 KD0228_STAMPING: C 11 B 2
 KD0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0228
 KD0228  HISTORY     - Date     Condition        Report By
 KD0228  HISTORY     - UNK      MONUMENTED       DOD
 KD0228  HISTORY     - 1962     GOOD             NGS
 KD0228
 KD0228                          STATION DESCRIPTION
 KD0228
 KD0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0228'4.2 MI NE FROM BLACKWATER.
 KD0228'ABOUT 1.2 MILES NORTHEAST ALONG COUNTY ROAD K FROM THE RAILROAD
 KD0228'STATION AT BLACKWATER, THENCE 1.6 MILES NORTH ALONG A COUNTY
 KD0228'ROAD, THENCE 1.2 MILES EAST ALONG A COUNTY ROAD, THENCE 0.2 MILE
 KD0228'NORTHEAST ACROSS A FIELD, AT THE CREST OF A SLIGHT RIDGE, 225 FEET
 KD0228'SOUTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 KD0228'WITH TRIBRACH.  NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0226 ***********************************************************************
 KD0226  DESIGNATION -  C 11 Z
 KD0226  PID         -  KD0226
 KD0226  STATE/COUNTY-  MO/COOPER
 KD0226  USGS QUAD   -  ARROW ROCK (1971)
 KD0226
 KD0226                         *CURRENT SURVEY CONTROL
 KD0226  ___________________________________________________________________
 KD0226* NAD 83(1986)-  39 00 39.     (N)    092 56 51.     (W)     SCALED    
 KD0226* NAVD 88     -       229.802  (meters)     753.94   (feet)  ADJUSTED  
 KD0226  ___________________________________________________________________
 KD0226  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0226  DYNAMIC HT  -         229.658 (meters)     753.47  (feet)  COMP
 KD0226  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 KD0226
 KD0226  VERT ORDER  -  SECOND    CLASS 0
 KD0226
 KD0226.The horizontal coordinates were scaled from a topographic map and have
 KD0226.an estimated accuracy of +/- 6 seconds.
 KD0226
 KD0226.The orthometric height was determined by differential leveling
 KD0226.and adjusted by the National Geodetic Survey in June 1991..
 KD0226
 KD0226.The geoid height was determined by GEOID03.
 KD0226
 KD0226.The dynamic height is computed by dividing the NAVD 88
 KD0226.geopotential number by the normal gravity value computed on the
 KD0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0226.degrees latitude (g = 980.6199 gals.).
 KD0226
 KD0226.The modeled gravity was interpolated from observed gravity values.
 KD0226
 KD0226;                    North         East    Units  Estimated Accuracy
 KD0226;SPC MO C     -   352,730.      461,240.      MT  (+/- 180 meters Scaled)
 KD0226
 KD0226                          SUPERSEDED SURVEY CONTROL
 KD0226
 KD0226  NGVD 29 (??/??/92)  229.73   (m)          753.7    (f) COMPUTED    2 0
 KD0226
 KD0226.Superseded values are not recommended for survey control.
 KD0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0226.See file dsdata.txt to determine how the superseded data were derived.
 KD0226
 KD0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD045179(NAD 83)
 KD0226_MARKER: DB = BENCH MARK DISK
 KD0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0226_STAMPING: C 11 Z 1962
 KD0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0226+STABILITY: SURFACE MOTION
 KD0226
 KD0226  HISTORY     - Date     Condition        Report By
 KD0226  HISTORY     - 1962     MONUMENTED       CGS
 KD0226
 KD0226                          STATION DESCRIPTION
 KD0226
 KD0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0226'4.6 MI NE FROM BLACKWATER.
 KD0226'ABOUT 1.2 MILES NORTHEAST ALONG COUNTY ROAD K FROM THE RAILROAD
 KD0226'STATION AT BLACKWATER, THENCE 1.6 MILES NORTH ALONG A COUNTY ROAD,
 KD0226'THENCE 1.7 MILES EAST ALONG A COUNTY ROAD, THENCE 0.1 MILE NORTH
 KD0226'ALONG STATE HIGHWAY 41, IN THE FRONT YARD OF A RANCH HOUSE OWNED BY
 KD0226'GEORGE PEARSON, 115 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KD0226'68.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 64.9
 KD0226'FEET NORTHWEST OF RM 1, 61.4 FEET NORTHEAST OF RM 2, 24.2 FEET
 KD0226'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST 0.3 FOOT BELOW
 KD0226'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0225 ***********************************************************************
 KD0225  DESIGNATION -  C 11 Z RM 1
 KD0225  PID         -  KD0225
 KD0225  STATE/COUNTY-  MO/COOPER
 KD0225  USGS QUAD   -  ARROW ROCK (1971)
 KD0225
 KD0225                         *CURRENT SURVEY CONTROL
 KD0225  ___________________________________________________________________
 KD0225* NAD 83(1986)-  39 00 39.     (N)    092 56 51.     (W)     SCALED    
 KD0225* NAVD 88     -       229.741  (meters)     753.74   (feet)  ADJUSTED  
 KD0225  ___________________________________________________________________
 KD0225  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0225  DYNAMIC HT  -         229.597 (meters)     753.27  (feet)  COMP
 KD0225  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 KD0225
 KD0225  VERT ORDER  -  SECOND    CLASS 0
 KD0225
 KD0225.The horizontal coordinates were scaled from a topographic map and have
 KD0225.an estimated accuracy of +/- 6 seconds.
 KD0225
 KD0225.The orthometric height was determined by differential leveling
 KD0225.and adjusted by the National Geodetic Survey in June 1991..
 KD0225
 KD0225.The geoid height was determined by GEOID03.
 KD0225
 KD0225.The dynamic height is computed by dividing the NAVD 88
 KD0225.geopotential number by the normal gravity value computed on the
 KD0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0225.degrees latitude (g = 980.6199 gals.).
 KD0225
 KD0225.The modeled gravity was interpolated from observed gravity values.
 KD0225
 KD0225;                    North         East    Units  Estimated Accuracy
 KD0225;SPC MO C     -   352,730.      461,240.      MT  (+/- 180 meters Scaled)
 KD0225
 KD0225                          SUPERSEDED SURVEY CONTROL
 KD0225
 KD0225  NGVD 29 (??/??/92)  229.67   (m)          753.5    (f) COMPUTED    2 0
 KD0225
 KD0225.Superseded values are not recommended for survey control.
 KD0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0225.See file dsdata.txt to determine how the superseded data were derived.
 KD0225
 KD0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD045179(NAD 83)
 KD0225_MARKER: DB = BENCH MARK DISK
 KD0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0225_STAMPING: C 11 Z NO 1 1962
 KD0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0225+STABILITY: SURFACE MOTION
 KD0225
 KD0225  HISTORY     - Date     Condition        Report By
 KD0225  HISTORY     - 1962     MONUMENTED       CGS
 KD0225
 KD0225                          STATION DESCRIPTION
 KD0225
 KD0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0225'4.6 MI NE FROM BLACKWATER.
 KD0225'ABOUT 1.2 MILES NORTHEAST ALONG COUNTY ROAD K FROM THE RAILROAD
 KD0225'STATION AT BLACKWATER, THENCE 1.6 MILES NORTH ALONG A COUNTY
 KD0225'ROAD, THENCE 1.7 MILES EAST ALONG A COUNTY ROAD, THENCE 0.1 MILE
 KD0225'NORTH ALONG STATE HIGHWAY 41, IN THE FRONT YARD OF A RANCH HOUSE
 KD0225'OWNED BY GEORGE PEARSON, 115.6 FEET EAST OF RM 2, 64.9 FEET
 KD0225'SOUTHEAST OF THE STATION MARK, 1.5 FEET NORTH OF A FENCE, AND SET
 KD0225'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0227 ***********************************************************************
 KD0227  DESIGNATION -  C 11 Z RM 2
 KD0227  PID         -  KD0227
 KD0227  STATE/COUNTY-  MO/COOPER
 KD0227  USGS QUAD   -  ARROW ROCK (1971)
 KD0227
 KD0227                         *CURRENT SURVEY CONTROL
 KD0227  ___________________________________________________________________
 KD0227* NAD 83(1986)-  39 00 39.     (N)    092 56 51.     (W)     SCALED    
 KD0227* NAVD 88     -       229.881  (meters)     754.20   (feet)  ADJUSTED  
 KD0227  ___________________________________________________________________
 KD0227  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0227  DYNAMIC HT  -         229.738 (meters)     753.73  (feet)  COMP
 KD0227  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 KD0227
 KD0227  VERT ORDER  -  SECOND    CLASS 0
 KD0227
 KD0227.The horizontal coordinates were scaled from a topographic map and have
 KD0227.an estimated accuracy of +/- 6 seconds.
 KD0227
 KD0227.The orthometric height was determined by differential leveling
 KD0227.and adjusted by the National Geodetic Survey in June 1991..
 KD0227
 KD0227.The geoid height was determined by GEOID03.
 KD0227
 KD0227.The dynamic height is computed by dividing the NAVD 88
 KD0227.geopotential number by the normal gravity value computed on the
 KD0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0227.degrees latitude (g = 980.6199 gals.).
 KD0227
 KD0227.The modeled gravity was interpolated from observed gravity values.
 KD0227
 KD0227;                    North         East    Units  Estimated Accuracy
 KD0227;SPC MO C     -   352,730.      461,240.      MT  (+/- 180 meters Scaled)
 KD0227
 KD0227                          SUPERSEDED SURVEY CONTROL
 KD0227
 KD0227  NGVD 29 (??/??/92)  229.81   (m)          754.0    (f) COMPUTED    2 0
 KD0227
 KD0227.Superseded values are not recommended for survey control.
 KD0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0227.See file dsdata.txt to determine how the superseded data were derived.
 KD0227
 KD0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD045179(NAD 83)
 KD0227_MARKER: DB = BENCH MARK DISK
 KD0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0227_STAMPING: C 11 Z NO 2 1962
 KD0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0227+STABILITY: SURFACE MOTION
 KD0227
 KD0227  HISTORY     - Date     Condition        Report By
 KD0227  HISTORY     - 1962     MONUMENTED       CGS
 KD0227
 KD0227                          STATION DESCRIPTION
 KD0227
 KD0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0227'4.6 MI NE FROM BLACKWATER.
 KD0227'ABOUT 1.2 MILES NORTHEAST ALONG COUNTY ROAD K FROM THE RAILROAD
 KD0227'STATION AT BLACKWATER, THENCE 1.6 MILES NORTH ALONG A COUNTY ROAD,
 KD0227'THENCE 1.7 MILES EAST ALONG A COUNTY ROAD, THENCE 0.1 MILE NORTH
 KD0227'ALONG STATE HIGHWAY 41, IN THE FRONT YARD OF A RANCH HOUSE OWNED
 KD0227'BY GEORGE PEARSON, 115.6 FEET WEST OF RM 1, 61.4 FEET SOUTHWEST OF
 KD0227'THE STATION MARK, 1.5 FEET NORTH OF A FENCE, AND SET IN THE TOP OF
 KD0227'A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0545 ***********************************************************************
 HD0545  DESIGNATION -  C 110
 HD0545  PID         -  HD0545
 HD0545  STATE/COUNTY-  MO/DALLAS
 HD0545  USGS QUAD   -  BUFFALO (1980)
 HD0545
 HD0545                         *CURRENT SURVEY CONTROL
 HD0545  ___________________________________________________________________
 HD0545* NAD 83(1986)-  37 38 25.     (N)    093 06 51.     (W)     SCALED    
 HD0545* NAVD 88     -       357.847  (meters)    1174.04   (feet)  ADJUSTED  
 HD0545  ___________________________________________________________________
 HD0545  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 HD0545  DYNAMIC HT  -         357.576 (meters)    1173.15  (feet)  COMP
 HD0545  MODELED GRAV-     979,860.5   (mgal)                       NAVD 88
 HD0545
 HD0545  VERT ORDER  -  SECOND    CLASS 0
 HD0545
 HD0545.The horizontal coordinates were scaled from a topographic map and have
 HD0545.an estimated accuracy of +/- 6 seconds.
 HD0545
 HD0545.The orthometric height was determined by differential leveling
 HD0545.and adjusted by the National Geodetic Survey in June 1991..
 HD0545
 HD0545.The geoid height was determined by GEOID03.
 HD0545
 HD0545.The dynamic height is computed by dividing the NAVD 88
 HD0545.geopotential number by the normal gravity value computed on the
 HD0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0545.degrees latitude (g = 980.6199 gals.).
 HD0545
 HD0545.The modeled gravity was interpolated from observed gravity values.
 HD0545
 HD0545;                    North         East    Units  Estimated Accuracy
 HD0545;SPC MO C     -   200,690.      445,800.      MT  (+/- 180 meters Scaled)
 HD0545
 HD0545                          SUPERSEDED SURVEY CONTROL
 HD0545
 HD0545.No superseded survey control is available for this station.
 HD0545
 HD0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB899659(NAD 83)
 HD0545_MARKER: DB = BENCH MARK DISK
 HD0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0545_STAMPING: C 110 1935
 HD0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0545+STABILITY: SURFACE MOTION
 HD0545
 HD0545  HISTORY     - Date     Condition        Report By
 HD0545  HISTORY     - 1935     MONUMENTED       CGS
 HD0545  HISTORY     - 1960     MARK NOT FOUND   NGS
 HD0545
 HD0545                          STATION DESCRIPTION
 HD0545
 HD0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HD0545'1.4 MI W FROM BUFFALO.
 HD0545'1.4 MILES WEST ALONG STATE HIGHWAY 64 FROM THE COUNTY COURTHOUSE
 HD0545'AT BUFFALO, DALLAS COUNTY, 280 FEET EAST OF THE CREST OF A
 HD0545'HILL, 180 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD LEADING
 HD0545'SOUTH, 96 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TWO-STORY
 HD0545'WHITE FRAME DWELLING, 36 FEET SOUTH OF THE CENTERLINE OF THE
 HD0545'HIGHWAY, 26 FEET WEST OF A FARM GATE, AND LEVEL WITH THE HIGHWAY.
 HD0545'A STANDARD DISK, STAMPED C 110 1935 AND SET IN THE TOP OF A
 HD0545'CONCRETE POST.  NOTE-- DRIVEWAY LEADING TO HOUSE NOW LOCATED
 HD0545'WHERE BENCH MARK IS DESCRIBED, THERE IS GRAVEL AND FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0301 ***********************************************************************
 HD0301  DESIGNATION -  C 112
 HD0301  PID         -  HD0301
 HD0301  STATE/COUNTY-  MO/WEBSTER
 HD0301  USGS QUAD   -  NIANGUA (1982)
 HD0301
 HD0301                         *CURRENT SURVEY CONTROL
 HD0301  ___________________________________________________________________
 HD0301* NAD 83(1986)-  37 28 03.     (N)    092 50 00.     (W)     SCALED    
 HD0301* NAVD 88     -       430.580  (meters)    1412.66   (feet)  ADJUSTED  
 HD0301  ___________________________________________________________________
 HD0301  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HD0301  DYNAMIC HT  -         430.247 (meters)    1411.57  (feet)  COMP
 HD0301  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 HD0301
 HD0301  VERT ORDER  -  SECOND    CLASS 0
 HD0301
 HD0301.The horizontal coordinates were scaled from a topographic map and have
 HD0301.an estimated accuracy of +/- 6 seconds.
 HD0301
 HD0301.The orthometric height was determined by differential leveling
 HD0301.and adjusted by the National Geodetic Survey in June 1991..
 HD0301
 HD0301.The geoid height was determined by GEOID03.
 HD0301
 HD0301.The dynamic height is computed by dividing the NAVD 88
 HD0301.geopotential number by the normal gravity value computed on the
 HD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0301.degrees latitude (g = 980.6199 gals.).
 HD0301
 HD0301.The modeled gravity was interpolated from observed gravity values.
 HD0301
 HD0301;                    North         East    Units  Estimated Accuracy
 HD0301;SPC MO C     -   181,390.      470,510.      MT  (+/- 180 meters Scaled)
 HD0301
 HD0301                          SUPERSEDED SURVEY CONTROL
 HD0301
 HD0301  NGVD 29 (??/??/92)  430.459  (m)         1412.26   (f) ADJ UNCH    2 0
 HD0301
 HD0301.Superseded values are not recommended for survey control.
 HD0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0301.See file dsdata.txt to determine how the superseded data were derived.
 HD0301
 HD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB147467(NAD 83)
 HD0301_MARKER: DB = BENCH MARK DISK
 HD0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0301_STAMPING: C 112 1935
 HD0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0301+STABILITY: SURFACE MOTION
 HD0301
 HD0301  HISTORY     - Date     Condition        Report By
 HD0301  HISTORY     - 1935     MONUMENTED       CGS
 HD0301  HISTORY     - 1977     GOOD             NGS
 HD0301  HISTORY     - 1977     GOOD             NGS
 HD0301
 HD0301                          STATION DESCRIPTION
 HD0301
 HD0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0301'2 MI N FROM SAMPSON.
 HD0301'2.0 MILES NORTH ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0301'THE SWITCH AT SAMPSON, WEBSTER COUNTY, 4-1/2 POLES NORTH OF
 HD0301'MILEPOST 201, 2 RAILS SOUTH OF THE WATER TANK, AND 30 FEET
 HD0301'EAST OF THE TRACK.  A STANDARD DISK, STAMPED C 112 1935 AND
 HD0301'SET IN THE TOP OF A CONCRETE POST.
 HD0301
 HD0301                          STATION RECOVERY (1977)
 HD0301
 HD0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0301'RECOVERED IN GOOD CONDITION.
 HD0301
 HD0301                          STATION RECOVERY (1977)
 HD0301
 HD0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0014 ***********************************************************************
 HD0014  DESIGNATION -  C 113
 HD0014  PID         -  HD0014
 HD0014  STATE/COUNTY-  MO/LACLEDE
 HD0014  USGS QUAD   -  WINNIPEG (1976)
 HD0014
 HD0014                         *CURRENT SURVEY CONTROL
 HD0014  ___________________________________________________________________
 HD0014* NAD 83(1986)-  37 32 33.     (N)    092 18 03.     (W)     SCALED    
 HD0014* NAVD 88     -       371.896  (meters)    1220.13   (feet)  ADJUSTED  
 HD0014  ___________________________________________________________________
 HD0014  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 HD0014  DYNAMIC HT  -         371.599 (meters)    1219.15  (feet)  COMP
 HD0014  MODELED GRAV-     979,820.6   (mgal)                       NAVD 88
 HD0014
 HD0014  VERT ORDER  -  SECOND    CLASS 0
 HD0014
 HD0014.The horizontal coordinates were scaled from a topographic map and have
 HD0014.an estimated accuracy of +/- 6 seconds.
 HD0014
 HD0014.The orthometric height was determined by differential leveling
 HD0014.and adjusted by the National Geodetic Survey in June 1991..
 HD0014
 HD0014.The geoid height was determined by GEOID03.
 HD0014
 HD0014.The dynamic height is computed by dividing the NAVD 88
 HD0014.geopotential number by the normal gravity value computed on the
 HD0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0014.degrees latitude (g = 980.6199 gals.).
 HD0014
 HD0014.The modeled gravity was interpolated from observed gravity values.
 HD0014
 HD0014;                    North         East    Units  Estimated Accuracy
 HD0014;SPC MO C     -   189,680.      517,600.      MT  (+/- 180 meters Scaled)
 HD0014
 HD0014                          SUPERSEDED SURVEY CONTROL
 HD0014
 HD0014  NGVD 29 (??/??/92)  371.781  (m)         1219.75   (f) ADJ UNCH    2 0
 HD0014
 HD0014.Superseded values are not recommended for survey control.
 HD0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0014.See file dsdata.txt to determine how the superseded data were derived.
 HD0014
 HD0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB617552(NAD 83)
 HD0014_MARKER: DB = BENCH MARK DISK
 HD0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0014_STAMPING: C 113 1935
 HD0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0014+STABILITY: SURFACE MOTION
 HD0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0014+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 HD0014
 HD0014  HISTORY     - Date     Condition        Report By
 HD0014  HISTORY     - 1935     MONUMENTED       CGS
 HD0014  HISTORY     - 20060227 GOOD             MODNR
 HD0014
 HD0014                          STATION DESCRIPTION
 HD0014
 HD0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0014'3 MI SE FROM NEBO.
 HD0014'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 HD0014'AT NEBO, LACLEDE COUNTY, 0.1 MILE SOUTH OF SUCCESS SCHOOL, AT
 HD0014'THE INTERSECTION OF OLD COUNTY ROAD D, 10 YARDS EAST OF THE
 HD0014'CENTERLINE OF THE HIGHWAY, 5 YARDS WEST OF AN OLD ROAD, AND 1
 HD0014'YARD EAST OF THE RIGHT OF WAY FENCE LINE.  A STANDARD DISK,
 HD0014'STAMPED C 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HD0014
 HD0014                          STATION RECOVERY (2006)
 HD0014
 HD0014'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 HD0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0154 ***********************************************************************
 HC0154  DESIGNATION -  C 114
 HC0154  PID         -  HC0154
 HC0154  STATE/COUNTY-  MO/REYNOLDS
 HC0154  USGS QUAD   -  GARWOOD (1985)
 HC0154
 HC0154                         *CURRENT SURVEY CONTROL
 HC0154  ___________________________________________________________________
 HC0154* NAD 83(1986)-  37 03 45.     (N)    090 54 46.     (W)     SCALED    
 HC0154* NAVD 88     -       283.659  (meters)     930.64   (feet)  POSTED    
 HC0154  ___________________________________________________________________
 HC0154  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HC0154  DYNAMIC HT  -         283.430 (meters)     929.89  (feet)  COMP
 HC0154  MODELED GRAV-     979,821.1   (mgal)                       NAVD 88
 HC0154
 HC0154  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0154
 HC0154.The horizontal coordinates were scaled from a topographic map and have
 HC0154.an estimated accuracy of +/- 6 seconds.
 HC0154
 HC0154.The orthometric height was determined by differential leveling
 HC0154.and adjusted by the National Geodetic Survey in 1992..
 HC0154.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0154.rate of 0.0 thru 1.0 mm/km.
 HC0154
 HC0154.The geoid height was determined by GEOID03.
 HC0154
 HC0154.The dynamic height is computed by dividing the NAVD 88
 HC0154.geopotential number by the normal gravity value computed on the
 HC0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0154.degrees latitude (g = 980.6199 gals.).
 HC0154
 HC0154.The modeled gravity was interpolated from observed gravity values.
 HC0154
 HC0154;                    North         East    Units  Estimated Accuracy
 HC0154;SPC MO E     -   136,470.      213,290.      MT  (+/- 180 meters Scaled)
 HC0154
 HC0154                          SUPERSEDED SURVEY CONTROL
 HC0154
 HC0154  NGVD 29 (??/??/92)  283.612  (m)          930.48   (f) ADJ UNCH    2 0
 HC0154
 HC0154.Superseded values are not recommended for survey control.
 HC0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0154.See file dsdata.txt to determine how the superseded data were derived.
 HC0154
 HC0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB855038(NAD 83)
 HC0154_MARKER: DB = BENCH MARK DISK
 HC0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0154_STAMPING: C 114 1935
 HC0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0154+STABILITY: SURFACE MOTION
 HC0154
 HC0154  HISTORY     - Date     Condition        Report By
 HC0154  HISTORY     - 1935     MONUMENTED       CGS
 HC0154  HISTORY     - 1966     GOOD             NGS
 HC0154
 HC0154                          STATION DESCRIPTION
 HC0154
 HC0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HC0154'8 MI E FROM VAN BUREN.
 HC0154'IN REYNOLDS COUNTY, 8.0 MI E ALONG US HWY 60 FROM VAN BUREN,
 HC0154'THENCE ABOUT 2.2 MI N ALONG STATE HWY 21, IN THE N-E PART OF
 HC0154'A TRIANGLE FORMED BY THE JUNCTION WITH STATE HWY 34, 195 FT N-E
 HC0154'OF THE CENTERLINE OF STATE HWY 21 AND 40 FT W OF THE CENTERLINE
 HC0154'OF STATE HWY 34.  A STANDARD DISK, STAMPED C 114 1935 AND
 HC0154'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0529 ***********************************************************************
 HC0529  DESIGNATION -  C 115
 HC0529  PID         -  HC0529
 HC0529  STATE/COUNTY-  MO/REYNOLDS
 HC0529  USGS QUAD   -  CORRIDON (1985)
 HC0529
 HC0529                         *CURRENT SURVEY CONTROL
 HC0529  ___________________________________________________________________
 HC0529* NAD 83(1986)-  37 24 25.     (N)    091 05 01.     (W)     SCALED    
 HC0529* NAVD 88     -       376.390  (meters)    1234.87   (feet)  ADJUSTED  
 HC0529  ___________________________________________________________________
 HC0529  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HC0529  DYNAMIC HT  -         376.088 (meters)    1233.88  (feet)  COMP
 HC0529  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 HC0529
 HC0529  VERT ORDER  -  SECOND    CLASS 0
 HC0529
 HC0529.The horizontal coordinates were scaled from a topographic map and have
 HC0529.an estimated accuracy of +/- 6 seconds.
 HC0529
 HC0529.The orthometric height was determined by differential leveling
 HC0529.and adjusted by the National Geodetic Survey in June 1991..
 HC0529
 HC0529.The geoid height was determined by GEOID03.
 HC0529
 HC0529.The dynamic height is computed by dividing the NAVD 88
 HC0529.geopotential number by the normal gravity value computed on the
 HC0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0529.degrees latitude (g = 980.6199 gals.).
 HC0529
 HC0529.The modeled gravity was interpolated from observed gravity values.
 HC0529
 HC0529;                    North         East    Units  Estimated Accuracy
 HC0529;SPC MO E     -   174,770.      198,330.      MT  (+/- 180 meters Scaled)
 HC0529
 HC0529                          SUPERSEDED SURVEY CONTROL
 HC0529
 HC0529  NGVD 29 (??/??/92)  376.353  (m)         1234.75   (f) ADJ UNCH    2 0
 HC0529
 HC0529.Superseded values are not recommended for survey control.
 HC0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0529.See file dsdata.txt to determine how the superseded data were derived.
 HC0529
 HC0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB696417(NAD 83)
 HC0529_MARKER: DB = BENCH MARK DISK
 HC0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0529_STAMPING: C 115 1935
 HC0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0529+STABILITY: SURFACE MOTION
 HC0529
 HC0529  HISTORY     - Date     Condition        Report By
 HC0529  HISTORY     - 1935     MONUMENTED       CGS
 HC0529
 HC0529                          STATION DESCRIPTION
 HC0529
 HC0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0529'0.8 MI NW FROM REYNOLDS.
 HC0529'0.8 MILE NORTHWEST ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0529'STATION AT REYNOLDS, REYNOLDS COUNTY, 4 FEET EAST OF MILEPOST 45,
 HC0529'60 FEET WEST OF THE CENTERLINE OF STATE HIGWHAY 72, AND 30 FEET
 HC0529'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HC0529'C 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1139 ***********************************************************************
 HC1139  DESIGNATION -  C 116 RESET
 HC1139  PID         -  HC1139
 HC1139  STATE/COUNTY-  MO/REYNOLDS
 HC1139  USGS QUAD   -  CENTERVILLE (1985)
 HC1139
 HC1139                         *CURRENT SURVEY CONTROL
 HC1139  ___________________________________________________________________
 HC1139* NAD 83(1986)-  37 28 49.     (N)    090 54 11.     (W)     SCALED    
 HC1139* NAVD 88     -       218.91   (meters)     718.2    (feet)  RESET     
 HC1139  ___________________________________________________________________
 HC1139  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HC1139
 HC1139  VERT ORDER  -  THIRD
 HC1139
 HC1139.The horizontal coordinates were scaled from a topographic map and have
 HC1139.an estimated accuracy of +/- 6 seconds.
 HC1139
 HC1139.The orthometric height was computed from unverified reset data.
 HC1139.No vertical observational check was made to the station.
 HC1139
 HC1139.The geoid height was determined by GEOID03.
 HC1139
 HC1139;                    North         East    Units  Estimated Accuracy
 HC1139;SPC MO E     -   182,830.      214,350.      MT  (+/- 180 meters Scaled)
 HC1139
 HC1139                          SUPERSEDED SURVEY CONTROL
 HC1139
 HC1139  NGVD 29 (02/22/06)  218.89   (m)          718.1    (f) RESET       3  
 HC1139
 HC1139.Superseded values are not recommended for survey control.
 HC1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1139.See file dsdata.txt to determine how the superseded data were derived.
 HC1139
 HC1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB854502(NAD 83)
 HC1139_MARKER: DV = VERTICAL CONTROL DISK
 HC1139_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HC1139_SP_SET: BRIDGE WINGWALL
 HC1139_STAMPING: C 116 RESET 1990
 HC1139_MARK LOGO: NGS   
 HC1139_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1139
 HC1139  HISTORY     - Date     Condition        Report By
 HC1139  HISTORY     - 1990     MONUMENTED       MOHC
 HC1139
 HC1139                          STATION DESCRIPTION
 HC1139
 HC1139'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1990
 HC1139'5.0 MILES (8.0 KM) NORTHEAST ALONG STATE HIGHWAY 21 FROM COUNTY
 HC1139'COURTHOUSE IN CENTERVILLE, ABOUT 0.5 MILES (0.8 KM) WEST OF THE
 HC1139'JUNCTION OF A COUNTY HIGHWAY, AT A BRIDGE OVER MIDDLE FORK BLACK
 HC1139'RIVER, IN TOP OF RIGHT END POST, 18.5 FEET (5.6 M) RIGHT OF BRIDGE
 HC1139'A-4725, AT STATION 453+67.9 (NEW STRUCTURE), 1.4 MILE (2.3 KM) SOUTH
 HC1139'OF ROUTE 49 AND ROUTE 21 INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0054 ***********************************************************************
 HE0054  DESIGNATION -  C 117
 HE0054  PID         -  HE0054
 HE0054  STATE/COUNTY-  MO/VERNON
 HE0054  USGS QUAD   -  HARWOOD (1991)
 HE0054
 HE0054                         *CURRENT SURVEY CONTROL
 HE0054  ___________________________________________________________________
 HE0054* NAD 83(1986)-  37 57 21.     (N)    094 09 12.     (W)     SCALED    
 HE0054* NAVD 88     -       256.313  (meters)     840.92   (feet)  ADJUSTED  
 HE0054  ___________________________________________________________________
 HE0054  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HE0054  DYNAMIC HT  -         256.125 (meters)     840.30  (feet)  COMP
 HE0054  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 HE0054
 HE0054  VERT ORDER  -  SECOND    CLASS 0
 HE0054
 HE0054.The horizontal coordinates were scaled from a topographic map and have
 HE0054.an estimated accuracy of +/- 6 seconds.
 HE0054
 HE0054.The orthometric height was determined by differential leveling
 HE0054.and adjusted by the National Geodetic Survey in June 1991..
 HE0054
 HE0054.The geoid height was determined by GEOID03.
 HE0054
 HE0054.The dynamic height is computed by dividing the NAVD 88
 HE0054.geopotential number by the normal gravity value computed on the
 HE0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0054.degrees latitude (g = 980.6199 gals.).
 HE0054
 HE0054.The modeled gravity was interpolated from observed gravity values.
 HE0054
 HE0054;                    North         East    Units  Estimated Accuracy
 HE0054;SPC MO W     -   198,610.      880,470.      MT  (+/- 180 meters Scaled)
 HE0054
 HE0054                          SUPERSEDED SURVEY CONTROL
 HE0054
 HE0054  NGVD 29 (??/??/92)  256.209  (m)          840.58   (f) ADJ UNCH    2 0
 HE0054
 HE0054.Superseded values are not recommended for survey control.
 HE0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0054.See file dsdata.txt to determine how the superseded data were derived.
 HE0054
 HE0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC986015(NAD 83)
 HE0054_MARKER: DB = BENCH MARK DISK
 HE0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0054_STAMPING: C 117 1935
 HE0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0054+STABILITY: SURFACE MOTION
 HE0054
 HE0054  HISTORY     - Date     Condition        Report By
 HE0054  HISTORY     - 1935     MONUMENTED       CGS
 HE0054  HISTORY     - 1962     GOOD             NGS
 HE0054  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HE0054
 HE0054                          STATION DESCRIPTION
 HE0054
 HE0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HE0054'AT HARWOOD.
 HE0054'AT HARWOOD, 179 FEET NORTHEAST OF THE NORTHEAST CORNER ON THE
 HE0054'MISSOURI, KANSAS AND TEXAS RAILROAD STATION, 55 1/2 FEET SOUTHEAST
 HE0054'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 40 FEET NORTH OF
 HE0054'THE MAIN STREET OF TOWN, 20 FEET WEST OF AN 18-INCH ELM TREE,
 HE0054'1/2 FOOT WEST OF THE WEST EDGE OF A SIDEWALK ACROSS THE MAIN
 HE0054'STREET, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF A
 HE0054'CONCRETE POST PROJECTING 1 INCH.
 HE0054
 HE0054                          STATION RECOVERY (1988)
 HE0054
 HE0054'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBD)
 HE0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1448 ***********************************************************************
 JD1448  DESIGNATION -  C 119
 JD1448  PID         -  JD1448
 JD1448  STATE/COUNTY-  MO/HENRY
 JD1448  USGS QUAD   -  CLINTON NORTH (1981)
 JD1448
 JD1448                         *CURRENT SURVEY CONTROL
 JD1448  ___________________________________________________________________
 JD1448* NAD 83(1986)-  38 22 57.     (N)    093 50 48.     (W)     SCALED    
 JD1448* NAVD 88     -       218.718  (meters)     717.58   (feet)  ADJUSTED  
 JD1448  ___________________________________________________________________
 JD1448  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JD1448  DYNAMIC HT  -         218.567 (meters)     717.08  (feet)  COMP
 JD1448  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 JD1448
 JD1448  VERT ORDER  -  SECOND    CLASS 0
 JD1448
 JD1448.The horizontal coordinates were scaled from a topographic map and have
 JD1448.an estimated accuracy of +/- 6 seconds.
 JD1448
 JD1448.The orthometric height was determined by differential leveling
 JD1448.and adjusted by the National Geodetic Survey in June 1991..
 JD1448
 JD1448.The geoid height was determined by GEOID03.
 JD1448
 JD1448.The dynamic height is computed by dividing the NAVD 88
 JD1448.geopotential number by the normal gravity value computed on the
 JD1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1448.degrees latitude (g = 980.6199 gals.).
 JD1448
 JD1448.The modeled gravity was interpolated from observed gravity values.
 JD1448
 JD1448;                    North         East    Units  Estimated Accuracy
 JD1448;SPC MO W     -   246,110.      907,080.      MT  (+/- 180 meters Scaled)
 JD1448
 JD1448                          SUPERSEDED SURVEY CONTROL
 JD1448
 JD1448  NGVD 29 (??/??/92)  218.61   (m)          717.2    (f) COMPUTED    2 0
 JD1448
 JD1448.Superseded values are not recommended for survey control.
 JD1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1448.See file dsdata.txt to determine how the superseded data were derived.
 JD1448
 JD1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC260485(NAD 83)
 JD1448_MARKER: DB = BENCH MARK DISK
 JD1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1448_STAMPING: C 119 1935
 JD1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1448+STABILITY: SURFACE MOTION
 JD1448
 JD1448  HISTORY     - Date     Condition        Report By
 JD1448  HISTORY     - 1935     MONUMENTED       CGS
 JD1448  HISTORY     - 1951     GOOD             NGS
 JD1448  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1448
 JD1448                          STATION DESCRIPTION
 JD1448
 JD1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JD1448'4.5 MI NW FROM CLINTON.
 JD1448'4.5 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED
 JD1448'ST. LOUIS-SAN FRANCISCO RAILWAY FROM CLINTON, 400 FEET SOUTH
 JD1448'OF THE CORNER COMMON TO SECTIONS 1, 6, 31 AND 36, TPS. 41 AND 42 N,
 JD1448'RS. 26 AND 27 W, AT A ROAD CROSSING, 50 FEET EAST OF THE OLD
 JD1448'ROADBED, AND 45 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 JD1448'STANDARD DISK, STAMPED C 119 1935 AND SET IN THE TOP OF A CONCRETE
 JD1448'POST.
 JD1448
 JD1448                          STATION RECOVERY (1963)
 JD1448
 JD1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0210 ***********************************************************************
 KD0210  DESIGNATION -  C 12
 KD0210  PID         -  KD0210
 KD0210  STATE/COUNTY-  MO/CHARITON
 KD0210  USGS QUAD   -  SALISBURY (1979)
 KD0210
 KD0210                         *CURRENT SURVEY CONTROL
 KD0210  ___________________________________________________________________
 KD0210* NAD 83(1986)-  39 24 16.     (N)    092 49 01.     (W)     SCALED    
 KD0210* NAVD 88     -       222.988  (meters)     731.59   (feet)  ADJUSTED  
 KD0210  ___________________________________________________________________
 KD0210  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KD0210  DYNAMIC HT  -         222.859 (meters)     731.16  (feet)  COMP
 KD0210  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 KD0210
 KD0210  VERT ORDER  -  FIRST     CLASS II
 KD0210
 KD0210.The horizontal coordinates were scaled from a topographic map and have
 KD0210.an estimated accuracy of +/- 6 seconds.
 KD0210
 KD0210.The orthometric height was determined by differential leveling
 KD0210.and adjusted by the National Geodetic Survey in June 1991..
 KD0210
 KD0210.The geoid height was determined by GEOID03.
 KD0210
 KD0210.The dynamic height is computed by dividing the NAVD 88
 KD0210.geopotential number by the normal gravity value computed on the
 KD0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0210.degrees latitude (g = 980.6199 gals.).
 KD0210
 KD0210.The modeled gravity was interpolated from observed gravity values.
 KD0210
 KD0210;                    North         East    Units  Estimated Accuracy
 KD0210;SPC MO C     -   396,380.      472,700.      MT  (+/- 180 meters Scaled)
 KD0210
 KD0210                          SUPERSEDED SURVEY CONTROL
 KD0210
 KD0210  NGVD 29 (??/??/92)  222.960  (m)          731.49   (f) ADJ UNCH    1 2
 KD0210
 KD0210.Superseded values are not recommended for survey control.
 KD0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0210.See file dsdata.txt to determine how the superseded data were derived.
 KD0210
 KD0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD157616(NAD 83)
 KD0210_MARKER: DB = BENCH MARK DISK
 KD0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0210_STAMPING: 731.137 C 12 1930
 KD0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0210+STABILITY: SURFACE MOTION
 KD0210
 KD0210  HISTORY     - Date     Condition        Report By
 KD0210  HISTORY     - 1930     MONUMENTED       CGS
 KD0210  HISTORY     - 1934     GOOD             NGS
 KD0210  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0210
 KD0210                          STATION DESCRIPTION
 KD0210
 KD0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KD0210'1.5 MI S FROM SALISBURY.
 KD0210'1-1/2 MILES SOUTH ALONG THE ROUTE OF THE ABANDONED WABASH
 KD0210'RAILROAD FROM SALISBURY, CHARITON COUNTY, 150 FEET NORTHWEST
 KD0210'OF A FARMHOUSE, AT A ROAD CROSSING, 56 FEET NORTHEAST OF THE
 KD0210'CROSSING, 30 FEET NORTH OF THE ROAD, 15 FEET NORTHWEST OF THE
 KD0210'CENTER OF THE TRACK BED, AND 3.8 FEET EAST OF A CONCRETE POST
 KD0210'AT A FENCE CORNER.  A STANDARD DISK, STAMPED 731.137 C 12 1930
 KD0210'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KD0210
 KD0210                          STATION RECOVERY (1967)
 KD0210
 KD0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0315 ***********************************************************************
 KD0315  DESIGNATION -  C 120
 KD0315  PID         -  KD0315
 KD0315  STATE/COUNTY-  MO/LINN
 KD0315  USGS QUAD   -  BROOKFIELD (1984)
 KD0315
 KD0315                         *CURRENT SURVEY CONTROL
 KD0315  ___________________________________________________________________
 KD0315* NAD 83(1986)-  39 47 01.     (N)    093 04 48.     (W)     SCALED    
 KD0315* NAVD 88     -       235.369  (meters)     772.21   (feet)  ADJUSTED  
 KD0315  ___________________________________________________________________
 KD0315  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD0315  DYNAMIC HT  -         235.238 (meters)     771.78  (feet)  COMP
 KD0315  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 KD0315
 KD0315  VERT ORDER  -  SECOND    CLASS 0
 KD0315
 KD0315.The horizontal coordinates were scaled from a topographic map and have
 KD0315.an estimated accuracy of +/- 6 seconds.
 KD0315
 KD0315.The orthometric height was determined by differential leveling
 KD0315.and adjusted by the National Geodetic Survey in June 1991..
 KD0315
 KD0315.The geoid height was determined by GEOID03.
 KD0315
 KD0315.The dynamic height is computed by dividing the NAVD 88
 KD0315.geopotential number by the normal gravity value computed on the
 KD0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0315.degrees latitude (g = 980.6199 gals.).
 KD0315
 KD0315.The modeled gravity was interpolated from observed gravity values.
 KD0315
 KD0315;                    North         East    Units  Estimated Accuracy
 KD0315;SPC MO C     -   438,590.      450,320.      MT  (+/- 180 meters Scaled)
 KD0315
 KD0315                          SUPERSEDED SURVEY CONTROL
 KD0315
 KD0315  NGVD 29 (??/??/92)  235.34   (m)          772.1    (f) COMPUTED    2 0
 KD0315
 KD0315.Superseded values are not recommended for survey control.
 KD0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0315.See file dsdata.txt to determine how the superseded data were derived.
 KD0315
 KD0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE931037(NAD 83)
 KD0315_MARKER: DB = BENCH MARK DISK
 KD0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0315+STABILITY: SURFACE MOTION
 KD0315
 KD0315  HISTORY     - Date     Condition        Report By
 KD0315  HISTORY     - UNK      MONUMENTED       CGS
 KD0315  HISTORY     - 1935     GOOD             NGS
 KD0315
 KD0315                          STATION DESCRIPTION
 KD0315
 KD0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0315'IN BROOKFIELD.
 KD0315'0.5 MILES WEST OF STATION, 24 FT. NORTH OF MAIN TRACK.  C.B. AND
 KD0315'Q.R.R. 2 RAILS WEST OF STREET CROSSING.  30 FT. WEST OF WEST
 KD0315'END OF CONC. CULVERT.  10 FT. SOUTHWEST OF TELEPHONE POLE.  MILE
 KD0315'POST 104-6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0316 ***********************************************************************
 KD0316  DESIGNATION -  C 120 RESET
 KD0316  PID         -  KD0316
 KD0316  STATE/COUNTY-  MO/LINN
 KD0316  USGS QUAD   -  BROOKFIELD (1984)
 KD0316
 KD0316                         *CURRENT SURVEY CONTROL
 KD0316  ___________________________________________________________________
 KD0316* NAD 83(1986)-  39 47 01.     (N)    093 04 48.     (W)     SCALED    
 KD0316* NAVD 88     -       235.23   (meters)     771.8    (feet)  RESET     
 KD0316  ___________________________________________________________________
 KD0316  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD0316
 KD0316  VERT ORDER  -  THIRD
 KD0316
 KD0316.The horizontal coordinates were scaled from a topographic map and have
 KD0316.an estimated accuracy of +/- 6 seconds.
 KD0316
 KD0316.The orthometric height was computed from unverified reset data.
 KD0316
 KD0316.The geoid height was determined by GEOID03.
 KD0316
 KD0316;                    North         East    Units  Estimated Accuracy
 KD0316;SPC MO C     -   438,590.      450,320.      MT  (+/- 180 meters Scaled)
 KD0316
 KD0316                          SUPERSEDED SURVEY CONTROL
 KD0316
 KD0316  NGVD 29 (??/??/??)  235.20   (m)          771.7    (f) RESET       3  
 KD0316
 KD0316.Superseded values are not recommended for survey control.
 KD0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0316.See file dsdata.txt to determine how the superseded data were derived.
 KD0316
 KD0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE931037(NAD 83)
 KD0316_MARKER: DB = BENCH MARK DISK
 KD0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0316_STAMPING: C 120 RESET 1952
 KD0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0316+STABILITY: SURFACE MOTION
 KD0316
 KD0316  HISTORY     - Date     Condition        Report By
 KD0316  HISTORY     - 1952     MONUMENTED       CGS
 KD0316  HISTORY     - 1967     GOOD             NGS
 KD0316
 KD0316                          STATION DESCRIPTION
 KD0316
 KD0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KD0316'IN BROOKFIELD.
 KD0316'AT BROOKFIELD, LINN COUNTY, 0.5 MILE WEST OF THE CHICAGO,
 KD0316'BURLINGTON AND QUINCY RAILROAD STATION, 2 RAILS WEST OF THE
 KD0316'PENNSYLVANIA AVENUE CROSSING, 51 FEET WEST OF THE WEST END OF A
 KD0316'36-INCH CONCRETE PIPE CULVERT, 35 FEET WEST OF A POLE, AND
 KD0316'30.5 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 KD0316'DISK, STAMPED C 120 RESET 1952 AND SET IN THE TOP OF A CONCRETE
 KD0316'POST.
 KD0316
 KD0316                          STATION RECOVERY (1967)
 KD0316
 KD0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0114 ***********************************************************************
 LE0114  DESIGNATION -  C 121
 LE0114  PID         -  LE0114
 LE0114  STATE/COUNTY-  MO/ADAIR
 LE0114  USGS QUAD   -  LA PLATA (1966)
 LE0114
 LE0114                         *CURRENT SURVEY CONTROL
 LE0114  ___________________________________________________________________
 LE0114* NAD 83(1986)-  40 06 34.     (N)    092 24 00.     (W)     SCALED    
 LE0114* NAVD 88     -       266.946  (meters)     875.81   (feet)  ADJUSTED  
 LE0114  ___________________________________________________________________
 LE0114  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LE0114  DYNAMIC HT  -         266.802 (meters)     875.33  (feet)  COMP
 LE0114  MODELED GRAV-     980,081.6   (mgal)                       NAVD 88
 LE0114
 LE0114  VERT ORDER  -  SECOND    CLASS 0
 LE0114
 LE0114.The horizontal coordinates were scaled from a topographic map and have
 LE0114.an estimated accuracy of +/- 6 seconds.
 LE0114
 LE0114.The orthometric height was determined by differential leveling
 LE0114.and adjusted by the National Geodetic Survey in June 1991..
 LE0114
 LE0114.The geoid height was determined by GEOID03.
 LE0114
 LE0114.The dynamic height is computed by dividing the NAVD 88
 LE0114.geopotential number by the normal gravity value computed on the
 LE0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0114.degrees latitude (g = 980.6199 gals.).
 LE0114
 LE0114.The modeled gravity was interpolated from observed gravity values.
 LE0114
 LE0114;                    North         East    Units  Estimated Accuracy
 LE0114;SPC MO C     -   474,610.      508,530.      MT  (+/- 180 meters Scaled)
 LE0114
 LE0114                          SUPERSEDED SURVEY CONTROL
 LE0114
 LE0114  NGVD 29 (??/??/92)  266.961  (m)          875.85   (f) ADJ UNCH    2 0
 LE0114
 LE0114.Superseded values are not recommended for survey control.
 LE0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0114.See file dsdata.txt to determine how the superseded data were derived.
 LE0114
 LE0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE511400(NAD 83)
 LE0114_MARKER: DB = BENCH MARK DISK
 LE0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0114_STAMPING: C 121 1935
 LE0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0114+STABILITY: SURFACE MOTION
 LE0114
 LE0114  HISTORY     - Date     Condition        Report By
 LE0114  HISTORY     - 1935     MONUMENTED       CGS
 LE0114  HISTORY     - 1963     MARK NOT FOUND   USGS
 LE0114
 LE0114                          STATION DESCRIPTION
 LE0114
 LE0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0114'1.4 MI N FROM GIBBS.
 LE0114'1.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LE0114'FROM THE STATION AT GIBBS, ADAIR COUNTY, ONE RAIL NORTH OF
 LE0114'MILEPOST 305, 250 FEET NORTH OF OVERHEAD BRIDGE 305-A, 34 FEET
 LE0114'EAST OF THE EAST RAIL, 30 FEET WEST OF A FENCE, AND 29 FEET
 LE0114'SOUTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED C 121 1935
 LE0114'AND SET IN THE TOP OF A CONCRETE POST.
 LE0114
 LE0114                          STATION RECOVERY (1963)
 LE0114
 LE0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0017 ***********************************************************************
 KD0017  DESIGNATION -  C 122
 KD0017  PID         -  KD0017
 KD0017  STATE/COUNTY-  MO/RANDOLPH
 KD0017  USGS QUAD   -  JACKSONVILLE (1971)
 KD0017
 KD0017                         *CURRENT SURVEY CONTROL
 KD0017  ___________________________________________________________________
 KD0017* NAD 83(1986)-  39 35 18.     (N)    092 28 16.     (W)     SCALED    
 KD0017* NAVD 88     -       262.921  (meters)     862.60   (feet)  ADJUSTED  
 KD0017  ___________________________________________________________________
 KD0017  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KD0017  DYNAMIC HT  -         262.770 (meters)     862.10  (feet)  COMP
 KD0017  MODELED GRAV-     980,046.7   (mgal)                       NAVD 88
 KD0017
 KD0017  VERT ORDER  -  SECOND    CLASS 0
 KD0017
 KD0017.The horizontal coordinates were scaled from a topographic map and have
 KD0017.an estimated accuracy of +/- 6 seconds.
 KD0017
 KD0017.The orthometric height was determined by differential leveling
 KD0017.and adjusted by the National Geodetic Survey in June 1991..
 KD0017
 KD0017.The geoid height was determined by GEOID03.
 KD0017
 KD0017.The dynamic height is computed by dividing the NAVD 88
 KD0017.geopotential number by the normal gravity value computed on the
 KD0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0017.degrees latitude (g = 980.6199 gals.).
 KD0017
 KD0017.The modeled gravity was interpolated from observed gravity values.
 KD0017
 KD0017;                    North         East    Units  Estimated Accuracy
 KD0017;SPC MO C     -   416,740.      502,480.      MT  (+/- 180 meters Scaled)
 KD0017
 KD0017                          SUPERSEDED SURVEY CONTROL
 KD0017
 KD0017  NGVD 29 (??/??/92)  262.907  (m)          862.55   (f) ADJ UNCH    2 0
 KD0017
 KD0017.Superseded values are not recommended for survey control.
 KD0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0017.See file dsdata.txt to determine how the superseded data were derived.
 KD0017
 KD0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD454822(NAD 83)
 KD0017_MARKER: DB = BENCH MARK DISK
 KD0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0017_STAMPING: C 122 1935
 KD0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0017+STABILITY: SURFACE MOTION
 KD0017
 KD0017  HISTORY     - Date     Condition        Report By
 KD0017  HISTORY     - 1935     MONUMENTED       CGS
 KD0017  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0017
 KD0017                          STATION DESCRIPTION
 KD0017
 KD0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0017'AT JACKSONVILLE.
 KD0017'AT JACKSONVILLE, RANDOLPH COUNTY, ON THE WABASH RAILROAD, 2-1/2
 KD0017'RAILS NORTH OF THE STATION, 9 RAILS NORTH OF MILEPOST 180,
 KD0017'2 RAILS SOUTH OF A STREET CROSSING, 40 FEET WEST OF THE CENTERLINE
 KD0017'OF U.S. HIGHWAY 63, 30 FEET EAST OF THE CENTERLINE OF THE
 KD0017'TRACK, AND 4 FEET SOUTHWEST OF A TELEPHONE POLE.  A STANDARD
 KD0017'DISK, STAMPED C 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0017
 KD0017                          STATION RECOVERY (1967)
 KD0017
 KD0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0137 ***********************************************************************
 KD0137  DESIGNATION -  C 123
 KD0137  PID         -  KD0137
 KD0137  STATE/COUNTY-  MO/CHARITON
 KD0137  USGS QUAD   -  CLIFTON HILL (1979)
 KD0137
 KD0137                         *CURRENT SURVEY CONTROL
 KD0137  ___________________________________________________________________
 KD0137* NAD 83(1986)-  39 25 33.     (N)    092 44 42.     (W)     SCALED    
 KD0137* NAVD 88     -       201.277  (meters)     660.36   (feet)  ADJUSTED  
 KD0137  ___________________________________________________________________
 KD0137  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KD0137  DYNAMIC HT  -         201.161 (meters)     659.98  (feet)  COMP
 KD0137  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 KD0137
 KD0137  VERT ORDER  -  SECOND    CLASS 0
 KD0137
 KD0137.The horizontal coordinates were scaled from a topographic map and have
 KD0137.an estimated accuracy of +/- 6 seconds.
 KD0137
 KD0137.The orthometric height was determined by differential leveling
 KD0137.and adjusted by the National Geodetic Survey in June 1991..
 KD0137
 KD0137.The geoid height was determined by GEOID03.
 KD0137
 KD0137.The dynamic height is computed by dividing the NAVD 88
 KD0137.geopotential number by the normal gravity value computed on the
 KD0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0137.degrees latitude (g = 980.6199 gals.).
 KD0137
 KD0137.The modeled gravity was interpolated from observed gravity values.
 KD0137
 KD0137;                    North         East    Units  Estimated Accuracy
 KD0137;SPC MO C     -   398,730.      478,910.      MT  (+/- 180 meters Scaled)
 KD0137
 KD0137                          SUPERSEDED SURVEY CONTROL
 KD0137
 KD0137  NGVD 29 (??/??/92)  201.264  (m)          660.31   (f) ADJ UNCH    2 0
 KD0137
 KD0137.Superseded values are not recommended for survey control.
 KD0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0137.See file dsdata.txt to determine how the superseded data were derived.
 KD0137
 KD0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD219640(NAD 83)
 KD0137_MARKER: DB = BENCH MARK DISK
 KD0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0137_STAMPING: C 123 1935
 KD0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0137+STABILITY: SURFACE MOTION
 KD0137
 KD0137  HISTORY     - Date     Condition        Report By
 KD0137  HISTORY     - 1935     MONUMENTED       CGS
 KD0137  HISTORY     - 1945     GOOD             NGS
 KD0137  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0137
 KD0137                          STATION DESCRIPTION
 KD0137
 KD0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 KD0137'3 MI E FROM SALISBURY.
 KD0137'3.0 MILES EAST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KD0137'SALISBURY, CHARITON COUNTY, 4 RAILS EAST OF MILEPOST 111, 1 RAIL
 KD0137'EAST OF A ROAD CROSSING, 38 FEET SOUTH OF THE CENTERLINE OF THE
 KD0137'TRACK, AND ON A FENCE LINE.  A STANDARD DISK, STAMPED C 123 1935
 KD0137'AND SET IN THE TOP OF A CONCRETE POST.
 KD0137
 KD0137                          STATION RECOVERY (1967)
 KD0137
 KD0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0113 ***********************************************************************
 KD0113  DESIGNATION -  C 124
 KD0113  PID         -  KD0113
 KD0113  STATE/COUNTY-  MO/MONROE
 KD0113  USGS QUAD   -  PARIS WEST (1979)
 KD0113
 KD0113                         *CURRENT SURVEY CONTROL
 KD0113  ___________________________________________________________________
 KD0113* NAD 83(1986)-  39 29 06.     (N)    092 00 02.     (W)     SCALED    
 KD0113* NAVD 88     -       201.464  (meters)     660.97   (feet)  ADJUSTED  
 KD0113  ___________________________________________________________________
 KD0113  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KD0113  DYNAMIC HT  -         201.347 (meters)     660.59  (feet)  COMP
 KD0113  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 KD0113
 KD0113  VERT ORDER  -  SECOND    CLASS 0
 KD0113
 KD0113.The horizontal coordinates were scaled from a topographic map and have
 KD0113.an estimated accuracy of +/- 6 seconds.
 KD0113
 KD0113.The orthometric height was determined by differential leveling
 KD0113.and adjusted by the National Geodetic Survey in June 1991..
 KD0113
 KD0113.The geoid height was determined by GEOID03.
 KD0113
 KD0113.The dynamic height is computed by dividing the NAVD 88
 KD0113.geopotential number by the normal gravity value computed on the
 KD0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0113.degrees latitude (g = 980.6199 gals.).
 KD0113
 KD0113.The modeled gravity was interpolated from observed gravity values.
 KD0113
 KD0113;                    North         East    Units  Estimated Accuracy
 KD0113;SPC MO C     -   405,390.      542,970.      MT  (+/- 180 meters Scaled)
 KD0113
 KD0113                          SUPERSEDED SURVEY CONTROL
 KD0113
 KD0113  NGVD 29 (??/??/92)  201.481  (m)          661.03   (f) ADJ UNCH    2 0
 KD0113
 KD0113.Superseded values are not recommended for survey control.
 KD0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0113.See file dsdata.txt to determine how the superseded data were derived.
 KD0113
 KD0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD859710(NAD 83)
 KD0113_MARKER: DB = BENCH MARK DISK
 KD0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0113_STAMPING: C 124 1935
 KD0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0113+STABILITY: SURFACE MOTION
 KD0113
 KD0113  HISTORY     - Date     Condition        Report By
 KD0113  HISTORY     - 1935     MONUMENTED       CGS
 KD0113
 KD0113                          STATION DESCRIPTION
 KD0113
 KD0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0113'AT PARIS.
 KD0113'AT PARIS, MONROE COUNTY, ON STATE HIGHWAY 15, 25 FEET WEST OF
 KD0113'THE SOUTHEAST CORNER OF THE MISSOURI STATE HIGHWAY DEPT. MAINTENANCE
 KD0113'GARAGE, 54 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 KD0113'45 FEET NORTH OF THE CENTERLINE OF THE WABASH RAILWAY.  A
 KD0113'STANDARD DISK, STAMPED C 124 1935 AND SET IN THE TOP OF A
 KD0113'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0407 ***********************************************************************
 JD0407  DESIGNATION -  C 125
 JD0407  PID         -  JD0407
 JD0407  STATE/COUNTY-  MO/HOWARD
 JD0407  USGS QUAD   -  ROCHEPORT (1979)
 JD0407
 JD0407                         *CURRENT SURVEY CONTROL
 JD0407  ___________________________________________________________________
 JD0407* NAD 83(1986)-  38 59 31.     (N)    092 36 59.     (W)     SCALED    
 JD0407* NAVD 88     -       185.094  (meters)     607.26   (feet)  ADJUSTED  
 JD0407  ___________________________________________________________________
 JD0407  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JD0407  DYNAMIC HT  -         184.975 (meters)     606.87  (feet)  COMP
 JD0407  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 JD0407
 JD0407  VERT ORDER  -  SECOND    CLASS 0
 JD0407
 JD0407.The horizontal coordinates were scaled from a topographic map and have
 JD0407.an estimated accuracy of +/- 6 seconds.
 JD0407
 JD0407.The orthometric height was determined by differential leveling
 JD0407.and adjusted by the National Geodetic Survey in June 1991..
 JD0407
 JD0407.The geoid height was determined by GEOID03.
 JD0407
 JD0407.The dynamic height is computed by dividing the NAVD 88
 JD0407.geopotential number by the normal gravity value computed on the
 JD0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0407.degrees latitude (g = 980.6199 gals.).
 JD0407
 JD0407.The modeled gravity was interpolated from observed gravity values.
 JD0407
 JD0407;                    North         East    Units  Estimated Accuracy
 JD0407;SPC MO C     -   350,540.      489,920.      MT  (+/- 180 meters Scaled)
 JD0407
 JD0407                          SUPERSEDED SURVEY CONTROL
 JD0407
 JD0407  NGVD 29 (??/??/92)  185.06   (m)          607.2    (f) COMPUTED    2 0
 JD0407
 JD0407.Superseded values are not recommended for survey control.
 JD0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0407.See file dsdata.txt to determine how the superseded data were derived.
 JD0407
 JD0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD332159(NAD 83)
 JD0407_MARKER: DB = BENCH MARK DISK
 JD0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0407_SP_SET: BRIDGE
 JD0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0407
 JD0407  HISTORY     - Date     Condition        Report By
 JD0407  HISTORY     - UNK      MONUMENTED       CGS
 JD0407  HISTORY     - 1935     GOOD             NGS
 JD0407  HISTORY     - 1949     GOOD             USGS
 JD0407
 JD0407                          STATION DESCRIPTION
 JD0407
 JD0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD0407'8.3 MI E FROM BOONVILLE.
 JD0407'8.3 MILES EAST.  IN SOUTHWEST ABUTMENT OF U.S. HIGHWAY 40 BRIDGE
 JD0407'817 OVER M.K.T.R.R.  8 IN SOUTH OF SOUTH RAIL OF BRIDGE, 15 FT.
 JD0407'SOUTH OF CENTER LINE OF HIGHWAY.
 JD0407
 JD0407                          STATION RECOVERY (1949)
 JD0407
 JD0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 JD0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0408 ***********************************************************************
 JD0408  DESIGNATION -  C 125 RESET
 JD0408  PID         -  JD0408
 JD0408  STATE/COUNTY-  MO/HOWARD
 JD0408  USGS QUAD   -  ROCHEPORT (1979)
 JD0408
 JD0408                         *CURRENT SURVEY CONTROL
 JD0408  ___________________________________________________________________
 JD0408* NAD 83(1986)-  38 59 31.     (N)    092 36 59.     (W)     SCALED    
 JD0408* NAVD 88     -       184.72   (meters)     606.0    (feet)  RESET     
 JD0408  ___________________________________________________________________
 JD0408  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JD0408
 JD0408  VERT ORDER  -  THIRD
 JD0408
 JD0408.The horizontal coordinates were scaled from a topographic map and have
 JD0408.an estimated accuracy of +/- 6 seconds.
 JD0408
 JD0408.The orthometric height was computed from unverified reset data.
 JD0408
 JD0408.The geoid height was determined by GEOID03.
 JD0408
 JD0408;                    North         East    Units  Estimated Accuracy
 JD0408;SPC MO C     -   350,540.      489,920.      MT  (+/- 180 meters Scaled)
 JD0408
 JD0408                          SUPERSEDED SURVEY CONTROL
 JD0408
 JD0408.No superseded survey control is available for this station.
 JD0408
 JD0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD332159(NAD 83)
 JD0408_MARKER: DB = BENCH MARK DISK
 JD0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0408_SP_SET: BRIDGE
 JD0408_STAMPING: C 125 RESET 1961
 JD0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0408
 JD0408  HISTORY     - Date     Condition        Report By
 JD0408  HISTORY     - 1961     MONUMENTED       CGS
 JD0408
 JD0408                          STATION DESCRIPTION
 JD0408
 JD0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JD0408'8.3 MI E FROM BOONVILLE.
 JD0408'ABOUT 8.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE COUNTY
 JD0408'COURTHOUSE AT BOONVILLE, AT BRIDGE NO. K 936 WHICH IS THE NORTH
 JD0408'ONE OF DUAL BRIDGES.  THE MARK IS SET ON THE TOP OF THE SOUTHWEST
 JD0408'CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0756 ***********************************************************************
 HD0756  DESIGNATION -  C 126
 HD0756  PID         -  HD0756
 HD0756  STATE/COUNTY-  MO/DADE
 HD0756  USGS QUAD   -  SOUTH GREENFIELD (1956)
 HD0756
 HD0756                         *CURRENT SURVEY CONTROL
 HD0756  ___________________________________________________________________
 HD0756* NAD 83(1986)-  37 22 19.     (N)    093 51 39.     (W)     SCALED    
 HD0756* NAVD 88     -       303.084  (meters)     994.37   (feet)  ADJUSTED  
 HD0756  ___________________________________________________________________
 HD0756  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HD0756  DYNAMIC HT  -         302.842 (meters)     993.57  (feet)  COMP
 HD0756  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 HD0756
 HD0756  VERT ORDER  -  SECOND    CLASS 0
 HD0756
 HD0756.The horizontal coordinates were scaled from a topographic map and have
 HD0756.an estimated accuracy of +/- 6 seconds.
 HD0756
 HD0756.The orthometric height was determined by differential leveling
 HD0756.and adjusted by the National Geodetic Survey in June 1991..
 HD0756
 HD0756.The geoid height was determined by GEOID03.
 HD0756
 HD0756.The dynamic height is computed by dividing the NAVD 88
 HD0756.geopotential number by the normal gravity value computed on the
 HD0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0756.degrees latitude (g = 980.6199 gals.).
 HD0756
 HD0756.The modeled gravity was interpolated from observed gravity values.
 HD0756
 HD0756;                    North         East    Units  Estimated Accuracy
 HD0756;SPC MO W     -   133,940.      906,610.      MT  (+/- 180 meters Scaled)
 HD0756
 HD0756                          SUPERSEDED SURVEY CONTROL
 HD0756
 HD0756  NGVD 29 (??/??/92)  302.949  (m)          993.93   (f) ADJ UNCH    2 0
 HD0756
 HD0756.Superseded values are not recommended for survey control.
 HD0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0756.See file dsdata.txt to determine how the superseded data were derived.
 HD0756
 HD0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB237364(NAD 83)
 HD0756_MARKER: DB = BENCH MARK DISK
 HD0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0756_STAMPING: C 126 1935
 HD0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0756+STABILITY: SURFACE MOTION
 HD0756
 HD0756  HISTORY     - Date     Condition        Report By
 HD0756  HISTORY     - 1935     MONUMENTED       CGS
 HD0756
 HD0756                          STATION DESCRIPTION
 HD0756
 HD0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0756'1.3 MI W FROM SOUTH GREENFIELD.
 HD0756'1.3 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0756'SOUTH GREENFIELD, DADE COUNTY, 12 YARDS WEST OF THE NINTH POLE
 HD0756'EAST OF MILEPOST 164, 500 YARDS WEST OF A ROCK QUARRY, 15 YARDS
 HD0756'NORTH OF THE CENTERLINE OF THE TRACK, AND 1/2 YARD SOUTH OF A
 HD0756'FENCE.  A STANDARD DISK, STAMPED C 126 1935 AND SET IN THE TOP
 HD0756'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0740 ***********************************************************************
 HD0740  DESIGNATION -  C 127
 HD0740  PID         -  HD0740
 HD0740  STATE/COUNTY-  MO/LAWRENCE
 HD0740  USGS QUAD   -  MILLER (1971)
 HD0740
 HD0740                         *CURRENT SURVEY CONTROL
 HD0740  ___________________________________________________________________
 HD0740* NAD 83(1986)-  37 13 56.     (N)    093 50 52.     (W)     SCALED    
 HD0740* NAVD 88     -       397.108  (meters)    1302.85   (feet)  ADJUSTED  
 HD0740  ___________________________________________________________________
 HD0740  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 HD0740  DYNAMIC HT  -         396.783 (meters)    1301.78  (feet)  COMP
 HD0740  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 HD0740
 HD0740  VERT ORDER  -  SECOND    CLASS 0
 HD0740
 HD0740.The horizontal coordinates were scaled from a topographic map and have
 HD0740.an estimated accuracy of +/- 6 seconds.
 HD0740
 HD0740.The orthometric height was determined by differential leveling
 HD0740.and adjusted by the National Geodetic Survey in June 1991..
 HD0740
 HD0740.The geoid height was determined by GEOID03.
 HD0740
 HD0740.The dynamic height is computed by dividing the NAVD 88
 HD0740.geopotential number by the normal gravity value computed on the
 HD0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0740.degrees latitude (g = 980.6199 gals.).
 HD0740
 HD0740.The modeled gravity was interpolated from observed gravity values.
 HD0740
 HD0740;                    North         East    Units  Estimated Accuracy
 HD0740;SPC MO W     -   118,440.      907,880.      MT  (+/- 180 meters Scaled)
 HD0740
 HD0740                          SUPERSEDED SURVEY CONTROL
 HD0740
 HD0740  NGVD 29 (??/??/92)  396.956  (m)         1302.35   (f) ADJ UNCH    2 0
 HD0740
 HD0740.Superseded values are not recommended for survey control.
 HD0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0740.See file dsdata.txt to determine how the superseded data were derived.
 HD0740
 HD0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB247209(NAD 83)
 HD0740_MARKER: DB = BENCH MARK DISK
 HD0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0740_STAMPING: C 127 1934
 HD0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0740+STABILITY: SURFACE MOTION
 HD0740
 HD0740  HISTORY     - Date     Condition        Report By
 HD0740  HISTORY     - 1934     MONUMENTED       CGS
 HD0740
 HD0740                          STATION DESCRIPTION
 HD0740
 HD0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0740'1.3 MI N FROM MILLER.
 HD0740'1.3 MILES NORTH ALONG STATE HIGHWAY 39 FROM MILLER, LAWRENCE COUNTY,
 HD0740'0.2 MILE NORTH OF A ROAD JUNCTION, 21 YARDS NORTH OF A CONCRETE
 HD0740'CULVERT, AND 12 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 HD0740'STANDARD DISK, STAMPED C 127 1934 AND SET IN THE TOP OF A CONCRETE
 HD0740'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0307 ***********************************************************************
 HC0307  DESIGNATION -  C 128
 HC0307  PID         -  HC0307
 HC0307  STATE/COUNTY-  MO/WASHINGTON
 HC0307  USGS QUAD   -  POTOSI (1982)
 HC0307
 HC0307                         *CURRENT SURVEY CONTROL
 HC0307  ___________________________________________________________________
 HC0307* NAD 83(1986)-  37 56 19.     (N)    090 48 58.     (W)     SCALED    
 HC0307* NAVD 88     -       279.038  (meters)     915.48   (feet)  ADJUSTED  
 HC0307  ___________________________________________________________________
 HC0307  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HC0307  DYNAMIC HT  -         278.838 (meters)     914.82  (feet)  COMP
 HC0307  MODELED GRAV-     979,904.2   (mgal)                       NAVD 88
 HC0307
 HC0307  VERT ORDER  -  SECOND    CLASS 0
 HC0307
 HC0307.The horizontal coordinates were scaled from a topographic map and have
 HC0307.an estimated accuracy of +/- 6 seconds.
 HC0307
 HC0307.The orthometric height was determined by differential leveling
 HC0307.and adjusted by the National Geodetic Survey in June 1991..
 HC0307
 HC0307.The geoid height was determined by GEOID03.
 HC0307
 HC0307.The dynamic height is computed by dividing the NAVD 88
 HC0307.geopotential number by the normal gravity value computed on the
 HC0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0307.degrees latitude (g = 980.6199 gals.).
 HC0307
 HC0307.The modeled gravity was interpolated from observed gravity values.
 HC0307
 HC0307;                    North         East    Units  Estimated Accuracy
 HC0307;SPC MO E     -   233,670.      222,210.      MT  (+/- 180 meters Scaled)
 HC0307
 HC0307                          SUPERSEDED SURVEY CONTROL
 HC0307
 HC0307  NGVD 29 (??/??/92)  279.067  (m)          915.57   (f) ADJ UNCH    2 0
 HC0307
 HC0307.Superseded values are not recommended for survey control.
 HC0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0307.See file dsdata.txt to determine how the superseded data were derived.
 HC0307
 HC0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC919012(NAD 83)
 HC0307_MARKER: DB = BENCH MARK DISK
 HC0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0307_STAMPING: C 128 1935
 HC0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0307+STABILITY: SURFACE MOTION
 HC0307
 HC0307  HISTORY     - Date     Condition        Report By
 HC0307  HISTORY     - 1935     MONUMENTED       CGS
 HC0307  HISTORY     - 1940     GOOD             NGS
 HC0307
 HC0307                          STATION DESCRIPTION
 HC0307
 HC0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HC0307'1.9 MI W FROM POTOSI.
 HC0307'1.9 MILES WEST ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 HC0307'AT POTOSI, WASHINGTON COUNTY, OPPOSITE A FARMHOUSE, 36.5 FEET
 HC0307'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 26.2 FEET EAST OF A
 HC0307'TELEPHONE POLE, 2 FEET NORTH OF A FENCE, AND 0.5 FOOT SOUTH OF A
 HC0307'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 128 1935
 HC0307'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 HC0307'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0988 ***********************************************************************
 HB0988  DESIGNATION -  C 13
 HB0988  PID         -  HB0988
 HB0988  STATE/COUNTY-  MO/SCOTT
 HB0988  USGS QUAD   -  SCOTT CITY (1993)
 HB0988
 HB0988                         *CURRENT SURVEY CONTROL
 HB0988  ___________________________________________________________________
 HB0988* NAD 83(1986)-  37 13 26.     (N)    089 30 15.     (W)     SCALED    
 HB0988* NAVD 88     -       118.773  (meters)     389.67   (feet)  ADJUSTED  
 HB0988  ___________________________________________________________________
 HB0988  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB0988  DYNAMIC HT  -         118.687 (meters)     389.39  (feet)  COMP
 HB0988  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 HB0988
 HB0988  VERT ORDER  -  FIRST     CLASS II
 HB0988
 HB0988.The horizontal coordinates were scaled from a topographic map and have
 HB0988.an estimated accuracy of +/- 6 seconds.
 HB0988
 HB0988.The orthometric height was determined by differential leveling
 HB0988.and adjusted by the National Geodetic Survey in June 1991..
 HB0988.WARNING-Repeat measurements at this control monument indicate possible
 HB0988.vertical movement.
 HB0988
 HB0988.The geoid height was determined by GEOID03.
 HB0988
 HB0988.The dynamic height is computed by dividing the NAVD 88
 HB0988.geopotential number by the normal gravity value computed on the
 HB0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0988.degrees latitude (g = 980.6199 gals.).
 HB0988
 HB0988.The modeled gravity was interpolated from observed gravity values.
 HB0988
 HB0988;                    North         East    Units  Estimated Accuracy
 HB0988;SPC MO E     -   154,760.      338,380.      MT  (+/- 180 meters Scaled)
 HB0988
 HB0988                          SUPERSEDED SURVEY CONTROL
 HB0988
 HB0988  NGVD 29 (??/??/??)  118.662  (m)          389.31   (f) ADJUSTED    1 2
 HB0988
 HB0988.Superseded values are not recommended for survey control.
 HB0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0988.See file dsdata.txt to determine how the superseded data were derived.
 HB0988
 HB0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG778226(NAD 83)
 HB0988_MARKER: DB = BENCH MARK DISK
 HB0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0988_SP_SET: CULVERT
 HB0988_STAMPING: 390.272 C 13 1932
 HB0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0988+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2002
 HB0988
 HB0988  HISTORY     - Date     Condition        Report By
 HB0988  HISTORY     - 1932     MONUMENTED       CGS
 HB0988  HISTORY     - 1935     GOOD             CGS
 HB0988  HISTORY     - 1976     GOOD             NGS
 HB0988  HISTORY     - 1981     GOOD             NGS
 HB0988  HISTORY     - 20020825 GOOD             USACE
 HB0988
 HB0988                          STATION DESCRIPTION
 HB0988
 HB0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0988'AT ILLMO.
 HB0988'AT THE NORTH EDGE OF ILLMO, SCOTT COUNTY, ON THE THEBES FERRY
 HB0988'ROAD, NORTH OF THE CAPE GIRARDEAU BRANCH TRACK OF THE MISSOURI
 HB0988'PACIFIC RAILROAD, 1/8 MILE NORTHEAST OF A ROAD CROSSING WHICH
 HB0988'IS TWO POLES SOUTHEAST OF MILEPOST 134, 14 YARDS EAST OF THE
 HB0988'JUNCTION OF A T-ROAD, AT A CONCRETE ROAD CULVERT (BUILT IN 1918),
 HB0988'IN THE TOP OF THE SOUTH CONCRETE GUARDRAIL, 1 FOOT FROM THE
 HB0988'SOUTHWEST END, AND 3 FEET ABOVE THE ROAD.  A STANDARD DISK,
 HB0988'STAMPED 390.272 C 13 1932.
 HB0988
 HB0988                          STATION RECOVERY (1976)
 HB0988
 HB0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HB0988'RECOVERED IN GOOD CONDITION.
 HB0988
 HB0988                          STATION RECOVERY (1981)
 HB0988
 HB0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0988'0.58 KILOMETER (0.35 MILE) NORTHEAST ALONG STATE HIGHWAY N FROM THE
 HB0988'JUNCTION OF STATE HIGHWAY K IN SCOTT CITY, THENCE 0.08 KILOMETER (0.05
 HB0988'MILE) SOUTHWEST ALONG A GRAVELED ROAD TO A SMALL BRIDGE AND THE MARK
 HB0988'ON THE LEFT, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF
 HB0988'THE BRIDGE, 3.04 METERS (10.0 FEET) SOUTHEAST OF THE CENTER OF THE
 HB0988'ROAD, 3.0 METERS (1.0 FEET) NORTHEAST OF THE SOUTHWEST END OF THE
 HB0988'SOUTHEAST HEADWALL OF THE BRIDGE.
 HB0988'THE MARK IS 2.7 M ABOVE THE ROAD.
 HB0988
 HB0988                          STATION RECOVERY (2002)
 HB0988
 HB0988'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0412 ***********************************************************************
 HC0412  DESIGNATION -  C 130
 HC0412  PID         -  HC0412
 HC0412  STATE/COUNTY-  MO/IRON
 HC0412  USGS QUAD   -  IRONTON (1968)
 HC0412
 HC0412                         *CURRENT SURVEY CONTROL
 HC0412  ___________________________________________________________________
 HC0412* NAD 83(1986)-  37 33 25.     (N)    090 40 17.     (W)     SCALED    
 HC0412* NAVD 88     -       355.398  (meters)    1166.00   (feet)  ADJUSTED  
 HC0412  ___________________________________________________________________
 HC0412  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HC0412  DYNAMIC HT  -         355.127 (meters)    1165.11  (feet)  COMP
 HC0412  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 HC0412
 HC0412  VERT ORDER  -  SECOND    CLASS 0
 HC0412
 HC0412.The horizontal coordinates were scaled from a topographic map and have
 HC0412.an estimated accuracy of +/- 6 seconds.
 HC0412
 HC0412.The orthometric height was determined by differential leveling
 HC0412.and adjusted by the National Geodetic Survey in June 1991..
 HC0412
 HC0412.The geoid height was determined by GEOID03.
 HC0412
 HC0412.The dynamic height is computed by dividing the NAVD 88
 HC0412.geopotential number by the normal gravity value computed on the
 HC0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0412.degrees latitude (g = 980.6199 gals.).
 HC0412
 HC0412.The modeled gravity was interpolated from observed gravity values.
 HC0412
 HC0412;                    North         East    Units  Estimated Accuracy
 HC0412;SPC MO E     -   191,270.      234,860.      MT  (+/- 180 meters Scaled)
 HC0412
 HC0412                          SUPERSEDED SURVEY CONTROL
 HC0412
 HC0412  NGVD 29 (??/??/92)  355.385  (m)         1165.96   (f) ADJ UNCH    2 0
 HC0412
 HC0412.Superseded values are not recommended for survey control.
 HC0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0412.See file dsdata.txt to determine how the superseded data were derived.
 HC0412
 HC0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB056592(NAD 83)
 HC0412_MARKER: DB = BENCH MARK DISK
 HC0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0412_STAMPING: C 130 1935
 HC0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0412+STABILITY: SURFACE MOTION
 HC0412
 HC0412  HISTORY     - Date     Condition        Report By
 HC0412  HISTORY     - 1935     MONUMENTED       CGS
 HC0412  HISTORY     - 1945     GOOD             NGS
 HC0412  HISTORY     - 1967     POOR             USGS
 HC0412
 HC0412                          STATION DESCRIPTION
 HC0412
 HC0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HC0412'4 MI S FROM ARCADIA.
 HC0412'4.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0412'ABANDONED STATION AT ARCADIA, IRON COUNTY, 4.3 MILES SOUTH OF
 HC0412'THE ARCADIA-IRONTON STATION, 0.5 MILE SOUTH OF THE STATION
 HC0412'SIGN AT TIP TOP, OPPOSITE MILEPOST 93, 33 FEET WEST OF THE
 HC0412'CENTERLINE OF THE MAIN TRACK, AND 33 FEET NORTH OF A TELEPHONE
 HC0412'POLE.  A STANDARD DISK, STAMPED C 130 1935 AND SET IN THE TOP
 HC0412'OF A CONCRETE POST.  NOTE-- THE TOP OF THE POST HAS BEEN BROKEN
 HC0412'OFF.  STILL GOOD FOR STADIA TIES.
 HC0412
 HC0412                          STATION RECOVERY (1967)
 HC0412
 HC0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HC0412'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0310 ***********************************************************************
 JD0310  DESIGNATION -  C 131
 JD0310  PID         -  JD0310
 JD0310  STATE/COUNTY-  MO/MORGAN
 JD0310  USGS QUAD   -  VERSAILLES (1982)
 JD0310
 JD0310                         *CURRENT SURVEY CONTROL
 JD0310  ___________________________________________________________________
 JD0310* NAD 83(1986)-  38 25 34.     (N)    092 51 29.     (W)     SCALED    
 JD0310* NAVD 88     -       307.019  (meters)    1007.28   (feet)  ADJUSTED  
 JD0310  ___________________________________________________________________
 JD0310  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD0310  DYNAMIC HT  -         306.797 (meters)    1006.55  (feet)  COMP
 JD0310  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 JD0310
 JD0310  VERT ORDER  -  SECOND    CLASS 0
 JD0310
 JD0310.The horizontal coordinates were scaled from a topographic map and have
 JD0310.an estimated accuracy of +/- 6 seconds.
 JD0310
 JD0310.The orthometric height was determined by differential leveling
 JD0310.and adjusted by the National Geodetic Survey in June 1991..
 JD0310
 JD0310.The geoid height was determined by GEOID03.
 JD0310
 JD0310.The dynamic height is computed by dividing the NAVD 88
 JD0310.geopotential number by the normal gravity value computed on the
 JD0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0310.degrees latitude (g = 980.6199 gals.).
 JD0310
 JD0310.The modeled gravity was interpolated from observed gravity values.
 JD0310
 JD0310;                    North         East    Units  Estimated Accuracy
 JD0310;SPC MO C     -   287,790.      468,740.      MT  (+/- 180 meters Scaled)
 JD0310
 JD0310                          SUPERSEDED SURVEY CONTROL
 JD0310
 JD0310  NGVD 29 (??/??/92)  306.902  (m)         1006.89   (f) ADJ UNCH    2 0
 JD0310
 JD0310.Superseded values are not recommended for survey control.
 JD0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0310.See file dsdata.txt to determine how the superseded data were derived.
 JD0310
 JD0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC123531(NAD 83)
 JD0310_MARKER: DB = BENCH MARK DISK
 JD0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0310_STAMPING: C 131 1935
 JD0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0310+STABILITY: SURFACE MOTION
 JD0310
 JD0310  HISTORY     - Date     Condition        Report By
 JD0310  HISTORY     - 1935     MONUMENTED       CGS
 JD0310  HISTORY     - 1963     GOOD             NGS
 JD0310
 JD0310                          STATION DESCRIPTION
 JD0310
 JD0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0310'1.4 MI SW FROM VERSAILLES.
 JD0310'ABOUT 1.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 JD0310'PACIFIC RAILROAD FROM THE STATION AT VERSAILLES, 13 1/2 POLES
 JD0310'SOUTHWEST OF MILEPOST 178, 43 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 JD0310'RAIL, 70 FEET SOUTHEAST OF THE CENTER OF A CROSSING OF THE
 JD0310'RAILROAD AND A GRAVELED ROAD, 69 FEET EAST OF THE CENTER LINE OF
 JD0310'THE GRAVELED ROAD, 1 1/2 FEET NORTH OF A FENCE, 1.0 FOOT SOUTH
 JD0310'OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 JD0310'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1262 ***********************************************************************
 JD1262  DESIGNATION -  C 132
 JD1262  PID         -  JD1262
 JD1262  STATE/COUNTY-  MO/BENTON
 JD1262  USGS QUAD   -  LINCOLN SE (1983)
 JD1262
 JD1262                         *CURRENT SURVEY CONTROL
 JD1262  ___________________________________________________________________
 JD1262* NAD 83(1986)-  38 20 12.     (N)    093 21 19.     (W)     SCALED    
 JD1262* NAVD 88     -       273.545  (meters)     897.46   (feet)  ADJUSTED  
 JD1262  ___________________________________________________________________
 JD1262  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD1262  DYNAMIC HT  -         273.354 (meters)     896.83  (feet)  COMP
 JD1262  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 JD1262
 JD1262  VERT ORDER  -  SECOND    CLASS 0
 JD1262
 JD1262.The horizontal coordinates were scaled from a topographic map and have
 JD1262.an estimated accuracy of +/- 6 seconds.
 JD1262
 JD1262.The orthometric height was determined by differential leveling
 JD1262.and adjusted by the National Geodetic Survey in June 1991..
 JD1262
 JD1262.The geoid height was determined by GEOID03.
 JD1262
 JD1262.The dynamic height is computed by dividing the NAVD 88
 JD1262.geopotential number by the normal gravity value computed on the
 JD1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1262.degrees latitude (g = 980.6199 gals.).
 JD1262
 JD1262.The modeled gravity was interpolated from observed gravity values.
 JD1262
 JD1262;                    North         East    Units  Estimated Accuracy
 JD1262;SPC MO C     -   278,150.      425,230.      MT  (+/- 180 meters Scaled)
 JD1262
 JD1262                          SUPERSEDED SURVEY CONTROL
 JD1262
 JD1262  NGVD 29 (??/??/92)  273.420  (m)          897.05   (f) ADJ UNCH    2 0
 JD1262
 JD1262.Superseded values are not recommended for survey control.
 JD1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1262.See file dsdata.txt to determine how the superseded data were derived.
 JD1262
 JD1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC689432(NAD 83)
 JD1262_MARKER: DB = BENCH MARK DISK
 JD1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1262_STAMPING: C 132 1935
 JD1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1262+STABILITY: SURFACE MOTION
 JD1262
 JD1262  HISTORY     - Date     Condition        Report By
 JD1262  HISTORY     - 1935     MONUMENTED       CGS
 JD1262  HISTORY     - 1963     GOOD             NGS
 JD1262
 JD1262                          STATION DESCRIPTION
 JD1262
 JD1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1262'5 MI SW FROM LINCOLN.
 JD1262'0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINCOLN,
 JD1262'THENCE 3.7 MILES SOUTH ALONG U.S. HIGHWAY 65, THENCE 0.85 MILE
 JD1262'WEST ALONG A GRAVELED ROAD TO THE ABANDONED RAILROAD CROSSING,
 JD1262'THENCE 0.25 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A GROUP
 JD1262'OF TREES, THENCE 150 YARDS THROUGH THE TREES TO THE ABANDONED
 JD1262'RAILROAD GRADE, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JD1262'ABANDONED GRADE, 64 FEET NORTHWEST OF A VERY LARGE 46-INCH
 JD1262'TREE, 93 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN THE
 JD1262'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0443 ***********************************************************************
 KC0443  DESIGNATION -  C 133
 KC0443  PID         -  KC0443
 KC0443  STATE/COUNTY-  MO/MONROE
 KC0443  USGS QUAD   -  FLORIDA (1972)
 KC0443
 KC0443                         *CURRENT SURVEY CONTROL
 KC0443  ___________________________________________________________________
 KC0443* NAD 83(1986)-  39 27 25.     (N)    091 48 57.     (W)     SCALED    
 KC0443* NAVD 88     -       180.639  (meters)     592.65   (feet)  ADJUSTED  
 KC0443  ___________________________________________________________________
 KC0443  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KC0443  DYNAMIC HT  -         180.533 (meters)     592.30  (feet)  COMP
 KC0443  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 KC0443
 KC0443  VERT ORDER  -  SECOND    CLASS 0
 KC0443
 KC0443.The horizontal coordinates were scaled from a topographic map and have
 KC0443.an estimated accuracy of +/- 6 seconds.
 KC0443
 KC0443.The orthometric height was determined by differential leveling
 KC0443.and adjusted by the National Geodetic Survey in June 1991..
 KC0443
 KC0443.The geoid height was determined by GEOID03.
 KC0443
 KC0443.The dynamic height is computed by dividing the NAVD 88
 KC0443.geopotential number by the normal gravity value computed on the
 KC0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0443.degrees latitude (g = 980.6199 gals.).
 KC0443
 KC0443.The modeled gravity was interpolated from observed gravity values.
 KC0443
 KC0443;                    North         East    Units  Estimated Accuracy
 KC0443;SPC MO C     -   402,380.      558,880.      MT  (+/- 180 meters Scaled)
 KC0443
 KC0443                          SUPERSEDED SURVEY CONTROL
 KC0443
 KC0443  NGVD 29 (??/??/92)  180.656  (m)          592.70   (f) ADJ UNCH    2 0
 KC0443
 KC0443.Superseded values are not recommended for survey control.
 KC0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0443.See file dsdata.txt to determine how the superseded data were derived.
 KC0443
 KC0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD018681(NAD 83)
 KC0443_MARKER: DB = BENCH MARK DISK
 KC0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0443_STAMPING: C 133 1935
 KC0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0443+STABILITY: SURFACE MOTION
 KC0443
 KC0443  HISTORY     - Date     Condition        Report By
 KC0443  HISTORY     - 1935     MONUMENTED       CGS
 KC0443  HISTORY     - 1972     POOR             USGS
 KC0443
 KC0443                          STATION DESCRIPTION
 KC0443
 KC0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0443'8 MI W FROM PERRY.
 KC0443'IN MONROE COUNTY, 8.0 MILES WEST ALONG STATE HIGHWAY 26 FROM A
 KC0443'SCHOOL AT PERRY, RALLS COUNTY, 83 YARDS WEST OF THE CENTER OF
 KC0443'THE JUNCTION OF A ROAD LEADING SOUTH, 50 FEET SOUTH OF THE
 KC0443'CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE.  A
 KC0443'STANDARD DISK, STAMPED C 133 1935 AND SET IN THE TOP OF A
 KC0443'CONCRETE POST.
 KC0443
 KC0443                          STATION RECOVERY (1972)
 KC0443
 KC0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KC0443'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0040 ***********************************************************************
 KD0040  DESIGNATION -  C 134
 KD0040  PID         -  KD0040
 KD0040  STATE/COUNTY-  MO/SHELBY
 KD0040  USGS QUAD   -  SHELBYVILLE (1964)
 KD0040
 KD0040                         *CURRENT SURVEY CONTROL
 KD0040  ___________________________________________________________________
 KD0040* NAD 83(1986)-  39 49 11.     (N)    092 02 11.     (W)     SCALED    
 KD0040* NAVD 88     -       236.094  (meters)     774.59   (feet)  ADJUSTED  
 KD0040  ___________________________________________________________________
 KD0040  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD0040  DYNAMIC HT  -         235.967 (meters)     774.17  (feet)  COMP
 KD0040  MODELED GRAV-     980,079.0   (mgal)                       NAVD 88
 KD0040
 KD0040  VERT ORDER  -  SECOND    CLASS 0
 KD0040
 KD0040.The horizontal coordinates were scaled from a topographic map and have
 KD0040.an estimated accuracy of +/- 6 seconds.
 KD0040
 KD0040.The orthometric height was determined by differential leveling
 KD0040.and adjusted by the National Geodetic Survey in June 1991..
 KD0040
 KD0040.The geoid height was determined by GEOID03.
 KD0040
 KD0040.The dynamic height is computed by dividing the NAVD 88
 KD0040.geopotential number by the normal gravity value computed on the
 KD0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0040.degrees latitude (g = 980.6199 gals.).
 KD0040
 KD0040.The modeled gravity was interpolated from observed gravity values.
 KD0040
 KD0040;                    North         East    Units  Estimated Accuracy
 KD0040;SPC MO C     -   442,540.      539,690.      MT  (+/- 180 meters Scaled)
 KD0040
 KD0040                          SUPERSEDED SURVEY CONTROL
 KD0040
 KD0040  NGVD 29 (??/??/92)  236.121  (m)          774.67   (f) ADJ UNCH    2 0
 KD0040
 KD0040.Superseded values are not recommended for survey control.
 KD0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0040.See file dsdata.txt to determine how the superseded data were derived.
 KD0040
 KD0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE824081(NAD 83)
 KD0040_MARKER: DB = BENCH MARK DISK
 KD0040_SETTING: 0 = UNSPECIFIED SETTING
 KD0040_STAMPING: C 134 1935
 KD0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0040
 KD0040  HISTORY     - Date     Condition        Report By
 KD0040  HISTORY     - 1935     MONUMENTED       CGS
 KD0040  HISTORY     - 1967     GOOD             NGS
 KD0040  HISTORY     - 19891125 MARK NOT FOUND   USPSQD
 KD0040
 KD0040                          STATION DESCRIPTION
 KD0040
 KD0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KD0040'1 MI N FROM SHELBYVILLE.
 KD0040'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 15 FROM THE COUNTY
 KD0040'COURTHOUSE AT SHELBYVILLE, 130 FEET NORTH OF THE CENTER OF A
 KD0040'DIRT ROAD LEADING EAST, 45 FEET WEST OF THE CENTER OF HIGHWAY,
 KD0040'8 FEET NORTHWEST OF A POWERLINE POLE, 1 FOOT SOUTH OF A METAL
 KD0040'WITNESS POST, POWERLINE CROSSES ROAD AT MARK SITE, AND PROJECTS
 KD0040'5 INCHES.
 KD0040
 KD0040                          STATION RECOVERY (1989)
 KD0040
 KD0040'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWS)
 KD0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0318 ***********************************************************************
 KC0318  DESIGNATION -  C 135
 KC0318  PID         -  KC0318
 KC0318  STATE/COUNTY-  MO/MARION
 KC0318  USGS QUAD   -  HANNIBAL EAST (1993)
 KC0318
 KC0318                         *CURRENT SURVEY CONTROL
 KC0318  ___________________________________________________________________
 KC0318* NAD 83(1986)-  39 42 32.     (N)    091 21 13.     (W)     SCALED    
 KC0318* NAVD 88     -       143.917  (meters)     472.17   (feet)  ADJUSTED  
 KC0318  ___________________________________________________________________
 KC0318  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0318  DYNAMIC HT  -         143.839 (meters)     471.91  (feet)  COMP
 KC0318  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 KC0318
 KC0318  VERT ORDER  -  SECOND    CLASS 0
 KC0318
 KC0318.The horizontal coordinates were scaled from a topographic map and have
 KC0318.an estimated accuracy of +/- 6 seconds.
 KC0318
 KC0318.The orthometric height was determined by differential leveling
 KC0318.and adjusted by the National Geodetic Survey in June 1991..
 KC0318
 KC0318.The geoid height was determined by GEOID03.
 KC0318
 KC0318.The dynamic height is computed by dividing the NAVD 88
 KC0318.geopotential number by the normal gravity value computed on the
 KC0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0318.degrees latitude (g = 980.6199 gals.).
 KC0318
 KC0318.The modeled gravity was interpolated from observed gravity values.
 KC0318
 KC0318;                    North         East    Units  Estimated Accuracy
 KC0318;SPC MO E     -   430,480.      176,800.      MT  (+/- 180 meters Scaled)
 KC0318
 KC0318                          SUPERSEDED SURVEY CONTROL
 KC0318
 KC0318  NGVD 29 (??/??/92)  143.978  (m)          472.37   (f) ADJ UNCH    2 0
 KC0318
 KC0318.Superseded values are not recommended for survey control.
 KC0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0318.See file dsdata.txt to determine how the superseded data were derived.
 KC0318
 KC0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD411967(NAD 83)
 KC0318_MARKER: DB = BENCH MARK DISK
 KC0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0318_STAMPING: C 135 1935
 KC0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0318+STABILITY: SURFACE MOTION
 KC0318
 KC0318  HISTORY     - Date     Condition        Report By
 KC0318  HISTORY     - 1935     MONUMENTED       CGS
 KC0318
 KC0318                          STATION DESCRIPTION
 KC0318
 KC0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0318'AT HANNIBAL.
 KC0318'AT HANNIBAL, MARION COUNTY, ON THE WABASH RAILWAY, 60 FEET SOUTH
 KC0318'OF UNION STATION, IN THE SOUTHWEST CORNER OF THE STATION PARK,
 KC0318'AND 2-1/2 FEET NORTHEAST OF THE FENCE CORNER.  A STANDARD DISK,
 KC0318'STAMPED C 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0524 ***********************************************************************
 KC0524  DESIGNATION -  C 136
 KC0524  PID         -  KC0524
 KC0524  STATE/COUNTY-  MO/MONROE
 KC0524  USGS QUAD   -  GOSS (1960)
 KC0524
 KC0524                         *CURRENT SURVEY CONTROL
 KC0524  ___________________________________________________________________
 KC0524* NAD 83(1986)-  39 31 26.     (N)    091 55 08.     (W)     SCALED    
 KC0524* NAVD 88     -       211.084  (meters)     692.53   (feet)  ADJUSTED  
 KC0524  ___________________________________________________________________
 KC0524  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KC0524  DYNAMIC HT  -         210.962 (meters)     692.13  (feet)  COMP
 KC0524  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 KC0524
 KC0524  VERT ORDER  -  SECOND    CLASS 0
 KC0524
 KC0524.The horizontal coordinates were scaled from a topographic map and have
 KC0524.an estimated accuracy of +/- 6 seconds.
 KC0524
 KC0524.The orthometric height was determined by differential leveling
 KC0524.and adjusted by the National Geodetic Survey in June 1991..
 KC0524
 KC0524.The geoid height was determined by GEOID03.
 KC0524
 KC0524.The dynamic height is computed by dividing the NAVD 88
 KC0524.geopotential number by the normal gravity value computed on the
 KC0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0524.degrees latitude (g = 980.6199 gals.).
 KC0524
 KC0524.The modeled gravity was interpolated from observed gravity values.
 KC0524
 KC0524;                    North         East    Units  Estimated Accuracy
 KC0524;SPC MO C     -   409,750.      549,960.      MT  (+/- 180 meters Scaled)
 KC0524
 KC0524                          SUPERSEDED SURVEY CONTROL
 KC0524
 KC0524  NGVD 29 (??/??/92)  211.095  (m)          692.57   (f) ADJ UNCH    2 0
 KC0524
 KC0524.Superseded values are not recommended for survey control.
 KC0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0524.See file dsdata.txt to determine how the superseded data were derived.
 KC0524
 KC0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD929754(NAD 83)
 KC0524_MARKER: DB = BENCH MARK DISK
 KC0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0524_STAMPING: C 136 1935
 KC0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0524+STABILITY: SURFACE MOTION
 KC0524
 KC0524  HISTORY     - Date     Condition        Report By
 KC0524  HISTORY     - 1935     MONUMENTED       CGS
 KC0524
 KC0524                          STATION DESCRIPTION
 KC0524
 KC0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0524'1.4 MI E FROM GOSS.
 KC0524'1.4 MILES EAST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0524'GOSS, MONROE COUNTY, ABOUT 2 POLES EAST OF MILEPOST 38, 20 FEET
 KC0524'WEST OF THE CENTER OF A CROSSING, 15 FEET SOUTH OF THE CENTERLINE
 KC0524'OF THE TRACK, AND 35 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 KC0524'STANDARD DISK, STAMPED C 136 1935 AND SET IN THE TOP OF A
 KC0524'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0398 ***********************************************************************
 KC0398  DESIGNATION -  C 137
 KC0398  PID         -  KC0398
 KC0398  STATE/COUNTY-  MO/PIKE
 KC0398  USGS QUAD   -  LOUISIANA (1991)
 KC0398
 KC0398                         *CURRENT SURVEY CONTROL
 KC0398  ___________________________________________________________________
 KC0398* NAD 83(1986)-  39 27 00.     (N)    091 02 50.     (W)     SCALED    
 KC0398* NAVD 88     -       148.585  (meters)     487.48   (feet)  ADJUSTED  
 KC0398  ___________________________________________________________________
 KC0398  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KC0398  DYNAMIC HT  -         148.501 (meters)     487.21  (feet)  COMP
 KC0398  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 KC0398
 KC0398  VERT ORDER  -  SECOND    CLASS 0
 KC0398
 KC0398.The horizontal coordinates were scaled from a topographic map and have
 KC0398.an estimated accuracy of +/- 6 seconds.
 KC0398
 KC0398.The orthometric height was determined by differential leveling
 KC0398.and adjusted by the National Geodetic Survey in June 1991..
 KC0398
 KC0398.The geoid height was determined by GEOID03.
 KC0398
 KC0398.The dynamic height is computed by dividing the NAVD 88
 KC0398.geopotential number by the normal gravity value computed on the
 KC0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0398.degrees latitude (g = 980.6199 gals.).
 KC0398
 KC0398.The modeled gravity was interpolated from observed gravity values.
 KC0398
 KC0398;                    North         East    Units  Estimated Accuracy
 KC0398;SPC MO E     -   401,530.      202,900.      MT  (+/- 180 meters Scaled)
 KC0398
 KC0398                          SUPERSEDED SURVEY CONTROL
 KC0398
 KC0398  NGVD 29 (??/??/92)  148.652  (m)          487.70   (f) ADJ UNCH    2 0
 KC0398
 KC0398.Superseded values are not recommended for survey control.
 KC0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0398.See file dsdata.txt to determine how the superseded data were derived.
 KC0398
 KC0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD680685(NAD 83)
 KC0398_MARKER: DB = BENCH MARK DISK
 KC0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0398_STAMPING: C 137 1935
 KC0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0398+STABILITY: SURFACE MOTION
 KC0398
 KC0398  HISTORY     - Date     Condition        Report By
 KC0398  HISTORY     - 1935     MONUMENTED       CGS
 KC0398  HISTORY     - 1987     GOOD             USPSQD
 KC0398
 KC0398                          STATION DESCRIPTION
 KC0398
 KC0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0398'AT LOUISIANA.
 KC0398'AT LOUISIANA, PIKE COUNTY, AT THE BANK OF LOUISIANA BUILDING, 6
 KC0398'YARDS NORTH OF THE THIRD STREET ENTRANCE, 4 YARDS SOUTH OF THE
 KC0398'NORTHEAST CORNER, AND IN THE FACE OF THE CONCRETE FOUNDATION.  A
 KC0398'STANDARD DISK, STAMPED C 137 1935 AND SET VERTICALLY.
 KC0398
 KC0398                          STATION RECOVERY (1987)
 KC0398
 KC0398'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 KC0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0301 ***********************************************************************
 KC0301  DESIGNATION -  C 138
 KC0301  PID         -  KC0301
 KC0301  STATE/COUNTY-  MO/MARION
 KC0301  USGS QUAD   -  HANNIBAL EAST (1993)
 KC0301
 KC0301                         *CURRENT SURVEY CONTROL
 KC0301  ___________________________________________________________________
 KC0301* NAD 83(1986)-  39 43 21.     (N)    091 21 53.     (W)     SCALED    
 KC0301* NAVD 88     -       147.943  (meters)     485.38   (feet)  ADJUSTED  
 KC0301  ___________________________________________________________________
 KC0301  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0301  DYNAMIC HT  -         147.863 (meters)     485.11  (feet)  COMP
 KC0301  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 KC0301
 KC0301  VERT ORDER  -  SECOND    CLASS 0
 KC0301
 KC0301.The horizontal coordinates were scaled from a topographic map and have
 KC0301.an estimated accuracy of +/- 6 seconds.
 KC0301
 KC0301.The orthometric height was determined by differential leveling
 KC0301.and adjusted by the National Geodetic Survey in June 1991..
 KC0301
 KC0301.The geoid height was determined by GEOID03.
 KC0301
 KC0301.The dynamic height is computed by dividing the NAVD 88
 KC0301.geopotential number by the normal gravity value computed on the
 KC0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0301.degrees latitude (g = 980.6199 gals.).
 KC0301
 KC0301.The modeled gravity was interpolated from observed gravity values.
 KC0301
 KC0301;                    North         East    Units  Estimated Accuracy
 KC0301;SPC MO E     -   432,000.      175,860.      MT  (+/- 180 meters Scaled)
 KC0301
 KC0301                          SUPERSEDED SURVEY CONTROL
 KC0301
 KC0301  NGVD 29 (??/??/92)  148.006  (m)          485.58   (f) ADJ UNCH    2 0
 KC0301
 KC0301.Superseded values are not recommended for survey control.
 KC0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0301.See file dsdata.txt to determine how the superseded data were derived.
 KC0301
 KC0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD401982(NAD 83)
 KC0301_MARKER: DB = BENCH MARK DISK
 KC0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0301_SP_SET: PORTAL CONCRETE BASE
 KC0301_STAMPING: C 138 1935
 KC0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0301
 KC0301  HISTORY     - Date     Condition        Report By
 KC0301  HISTORY     - 1935     MONUMENTED       CGS
 KC0301
 KC0301                          STATION DESCRIPTION
 KC0301
 KC0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0301'1.2 MI NE FROM HANNIBAL.
 KC0301'1.2 MILES NORTHEAST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0301'HANNIBAL, MARION COUNTY, 50 FEET WEST OF THE CENTERLINE OF THE
 KC0301'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 12 FEET SOUTH OF
 KC0301'THE CENTERLINE OF THE WABASH RAILWAY TRACK, AT THE WEST END OF
 KC0301'THE MISSISSIPPI RIVER BRIDGE, AND IN THE TOP OF THE CONCRETE
 KC0301'BASE OF THE EAST PORTAL OF A TUNNEL.  A STANDARD DISK, STAMPED
 KC0301'C 138 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0188 ***********************************************************************
 HC0188  DESIGNATION -  C 139
 HC0188  PID         -  HC0188
 HC0188  STATE/COUNTY-  MO/IRON
 HC0188  USGS QUAD   -  GLOVER (1968)
 HC0188
 HC0188                         *CURRENT SURVEY CONTROL
 HC0188  ___________________________________________________________________
 HC0188* NAD 83(1986)-  37 24 16.     (N)    090 41 46.     (W)     SCALED    
 HC0188* NAVD 88     -       210.950  (meters)     692.09   (feet)  ADJUSTED  
 HC0188  ___________________________________________________________________
 HC0188  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 HC0188  DYNAMIC HT  -         210.788 (meters)     691.56  (feet)  COMP
 HC0188  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 HC0188
 HC0188  VERT ORDER  -  SECOND    CLASS 0
 HC0188
 HC0188.The horizontal coordinates were scaled from a topographic map and have
 HC0188.an estimated accuracy of +/- 6 seconds.
 HC0188
 HC0188.The orthometric height was determined by differential leveling
 HC0188.and adjusted by the National Geodetic Survey in June 1991..
 HC0188
 HC0188.The geoid height was determined by GEOID03.
 HC0188
 HC0188.The dynamic height is computed by dividing the NAVD 88
 HC0188.geopotential number by the normal gravity value computed on the
 HC0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0188.degrees latitude (g = 980.6199 gals.).
 HC0188
 HC0188.The modeled gravity was interpolated from observed gravity values.
 HC0188
 HC0188;                    North         East    Units  Estimated Accuracy
 HC0188;SPC MO E     -   174,350.      232,640.      MT  (+/- 180 meters Scaled)
 HC0188
 HC0188                          SUPERSEDED SURVEY CONTROL
 HC0188
 HC0188  NGVD 29 (??/??/92)  210.955  (m)          692.11   (f) ADJ UNCH    2 0
 HC0188
 HC0188.Superseded values are not recommended for survey control.
 HC0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0188.See file dsdata.txt to determine how the superseded data were derived.
 HC0188
 HC0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB039422(NAD 83)
 HC0188_MARKER: DB = BENCH MARK DISK
 HC0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0188_STAMPING: C 139 1935
 HC0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0188+STABILITY: SURFACE MOTION
 HC0188
 HC0188  HISTORY     - Date     Condition        Report By
 HC0188  HISTORY     - 1935     MONUMENTED       CGS
 HC0188
 HC0188                          STATION DESCRIPTION
 HC0188
 HC0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0188'AT SABULA.
 HC0188'AT SABULA, ON THE MISSOURI PACIFIC RAILROAD, 100 YARDS NORTH OF
 HC0188'THE NORTH END OF THE STATION, AT A ROAD CROSSING, 21 FEET WEST OF
 HC0188'THE CENTERLINE OF THE TRACK, AND 12 FEET SOUTH OF THE CENTERLINE
 HC0188'OF THE ROAD.  A STANDARD DISK, STAMPED C 139 1935 AND SET IN THE
 HC0188'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0377 ***********************************************************************
 JC0377  DESIGNATION -  C 139
 JC0377  PID         -  JC0377
 JC0377  STATE/COUNTY-  MO/FRANKLIN
 JC0377  USGS QUAD   -  ST CLAIR (1969)
 JC0377
 JC0377                         *CURRENT SURVEY CONTROL
 JC0377  ___________________________________________________________________
 JC0377* NAD 83(1986)-  38 19 01.     (N)    090 53 49.     (W)     SCALED    
 JC0377* NAVD 88     -       192.684  (meters)     632.16   (feet)  ADJUSTED  
 JC0377  ___________________________________________________________________
 JC0377  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JC0377  DYNAMIC HT  -         192.559 (meters)     631.75  (feet)  COMP
 JC0377  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 JC0377
 JC0377  VERT ORDER  -  SECOND    CLASS 0
 JC0377
 JC0377.The horizontal coordinates were scaled from a topographic map and have
 JC0377.an estimated accuracy of +/- 6 seconds.
 JC0377
 JC0377.The orthometric height was determined by differential leveling
 JC0377.and adjusted by the National Geodetic Survey in June 1991..
 JC0377
 JC0377.The geoid height was determined by GEOID03.
 JC0377
 JC0377.The dynamic height is computed by dividing the NAVD 88
 JC0377.geopotential number by the normal gravity value computed on the
 JC0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0377.degrees latitude (g = 980.6199 gals.).
 JC0377
 JC0377.The modeled gravity was interpolated from observed gravity values.
 JC0377
 JC0377;                    North         East    Units  Estimated Accuracy
 JC0377;SPC MO E     -   275,690.      215,290.      MT  (+/- 180 meters Scaled)
 JC0377
 JC0377                          SUPERSEDED SURVEY CONTROL
 JC0377
 JC0377  NGVD 29 (??/??/92)  192.736  (m)          632.33   (f) ADJ UNCH    2 0
 JC0377
 JC0377.Superseded values are not recommended for survey control.
 JC0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0377.See file dsdata.txt to determine how the superseded data were derived.
 JC0377
 JC0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC838430(NAD 83)
 JC0377_MARKER: DB = BENCH MARK DISK
 JC0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0377_STAMPING: C 139 1935
 JC0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0377+STABILITY: SURFACE MOTION
 JC0377
 JC0377  HISTORY     - Date     Condition        Report By
 JC0377  HISTORY     - 1935     MONUMENTED       CGS
 JC0377  HISTORY     - 1968     MARK NOT FOUND   NGS
 JC0377
 JC0377                          STATION DESCRIPTION
 JC0377
 JC0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0377'5.6 MI SE FROM ST CLAIR.
 JC0377'5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE MISSOURI
 JC0377'PACIFIC RAILROAD STATION AT ST. CLAIR, FRANKLIN COUNTY, AT THE
 JC0377'TOP OF A SMALL HILL, 35 FEET NORTH OF THE CENTERLINE OF THE
 JC0377'HIGHWAY, AND 6 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED C
 JC0377'139 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 JC0377'ABOVE GROUND.
 JC0377
 JC0377                          STATION RECOVERY (1968)
 JC0377
 JC0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JC0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0010 ***********************************************************************
 GE0010  DESIGNATION -  C 14
 GE0010  PID         -  GE0010
 GE0010  STATE/COUNTY-  MO/STODDARD
 GE0010  USGS QUAD   -  ROMBAUER (1966)
 GE0010
 GE0010                         *CURRENT SURVEY CONTROL
 GE0010  ___________________________________________________________________
 GE0010* NAD 83(1986)-  36 52 17.     (N)    090 15 12.     (W)     SCALED    
 GE0010* NAVD 88     -       105.218  (meters)     345.20   (feet)  ADJUSTED  
 GE0010  ___________________________________________________________________
 GE0010  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GE0010  DYNAMIC HT  -         105.135 (meters)     344.93  (feet)  COMP
 GE0010  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 GE0010
 GE0010  VERT ORDER  -  FIRST     CLASS II
 GE0010
 GE0010.The horizontal coordinates were scaled from a topographic map and have
 GE0010.an estimated accuracy of +/- 6 seconds.
 GE0010
 GE0010.The orthometric height was determined by differential leveling
 GE0010.and adjusted by the National Geodetic Survey in June 1991..
 GE0010
 GE0010.The geoid height was determined by GEOID03.
 GE0010
 GE0010.The dynamic height is computed by dividing the NAVD 88
 GE0010.geopotential number by the normal gravity value computed on the
 GE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0010.degrees latitude (g = 980.6199 gals.).
 GE0010
 GE0010.The modeled gravity was interpolated from observed gravity values.
 GE0010
 GE0010;                    North         East    Units  Estimated Accuracy
 GE0010;SPC MO E     -   115,210.      271,990.      MT  (+/- 180 meters Scaled)
 GE0010
 GE0010                          SUPERSEDED SURVEY CONTROL
 GE0010
 GE0010  NGVD 29 (??/??/92)  105.240  (m)          345.27   (f) ADJ UNCH    1 2
 GE0010
 GE0010.Superseded values are not recommended for survey control.
 GE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0010.See file dsdata.txt to determine how the superseded data were derived.
 GE0010
 GE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA448841(NAD 83)
 GE0010_MARKER: DB = BENCH MARK DISK
 GE0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0010_STAMPING: 345.301 C 14 1932
 GE0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0010+STABILITY: SURFACE MOTION
 GE0010
 GE0010  HISTORY     - Date     Condition        Report By
 GE0010  HISTORY     - 1932     MONUMENTED       CGS
 GE0010  HISTORY     - 1934     GOOD             NGS
 GE0010  HISTORY     - 20020830 MARK NOT FOUND   USACE
 GE0010
 GE0010                          STATION DESCRIPTION
 GE0010
 GE0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0010'0.8 MI SW FROM DALE.
 GE0010'0.8 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0010'FROM THE STATION AT DALE, STODDARD COUNTY, 5 POLES NORTHEAST OF
 GE0010'A ROAD CROSSING, 3-1/4 RAILS NORTHEAST OF THE NORTHEAST END OF
 GE0010'BRIDGE NO. 183.6 OVER ST. FRANCIS RIVER, 62.5 FEET SOUTH OF POLE
 GE0010'183/15, 14 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, IN THE
 GE0010'SOUTHEAST EDGE OF THE SHOULDER OF THE RAILROAD BED, AND SLIGHTLY
 GE0010'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED 345.301 C 14 1932
 GE0010'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GE0010'ABOVE GROUND.
 GE0010
 GE0010                          STATION RECOVERY (2002)
 GE0010
 GE0010'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1022 ***********************************************************************
 HB1022  DESIGNATION -  C 140
 HB1022  PID         -  HB1022
 HB1022  STATE/COUNTY-  MO/PERRY
 HB1022  USGS QUAD   -  PERRYVILLE WEST (1980)
 HB1022
 HB1022                         *CURRENT SURVEY CONTROL
 HB1022  ___________________________________________________________________
 HB1022* NAD 83(1986)-  37 38 03.     (N)    089 58 27.     (W)     SCALED    
 HB1022* NAVD 88     -       265.503  (meters)     871.07   (feet)  ADJUSTED  
 HB1022  ___________________________________________________________________
 HB1022  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HB1022  DYNAMIC HT  -         265.311 (meters)     870.44  (feet)  COMP
 HB1022  MODELED GRAV-     979,899.8   (mgal)                       NAVD 88
 HB1022
 HB1022  VERT ORDER  -  SECOND    CLASS 0
 HB1022
 HB1022.The horizontal coordinates were scaled from a topographic map and have
 HB1022.an estimated accuracy of +/- 6 seconds.
 HB1022
 HB1022.The orthometric height was determined by differential leveling
 HB1022.and adjusted by the National Geodetic Survey in June 1991..
 HB1022
 HB1022.The geoid height was determined by GEOID03.
 HB1022
 HB1022.The dynamic height is computed by dividing the NAVD 88
 HB1022.geopotential number by the normal gravity value computed on the
 HB1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1022.degrees latitude (g = 980.6199 gals.).
 HB1022
 HB1022.The modeled gravity was interpolated from observed gravity values.
 HB1022
 HB1022;                    North         East    Units  Estimated Accuracy
 HB1022;SPC MO E     -   199,960.      296,410.      MT  (+/- 180 meters Scaled)
 HB1022
 HB1022                          SUPERSEDED SURVEY CONTROL
 HB1022
 HB1022  NGVD 29 (??/??/??)  265.593  (m)          871.37   (f) ADJUSTED    2 0
 HB1022
 HB1022.Superseded values are not recommended for survey control.
 HB1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1022.See file dsdata.txt to determine how the superseded data were derived.
 HB1022
 HB1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG375693(NAD 83)
 HB1022_MARKER: DB = BENCH MARK DISK
 HB1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1022_STAMPING: C 140 1935
 HB1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1022+STABILITY: SURFACE MOTION
 HB1022
 HB1022  HISTORY     - Date     Condition        Report By
 HB1022  HISTORY     - 1935     MONUMENTED       CGS
 HB1022  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1022  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1022  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1022
 HB1022                          STATION DESCRIPTION
 HB1022
 HB1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1022'9 MI NE FROM PATTON.
 HB1022'IN PERRY COUNTY, 9.0 MILES NORTHEAST ALONG STATE HIGHWAY 51 FROM
 HB1022'THE INTERSECTION OF U.S. HIGHWAY 61 NEAR PATTON, BOLLINGER
 HB1022'COUNTY, 4.6 MILES NORTHEAST OF WHITE RIVER BRIDGE NO. J 908,
 HB1022'36 FEET WEST OF THE HIGHWAY, AND 30 FEET SOUTH OF THE ENTRANCE
 HB1022'TO THE T. TAYLOR RESIDENCE.  A STANDARD DISK, STAMPED C 140
 HB1022'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB1022
 HB1022                          STATION RECOVERY (1976)
 HB1022
 HB1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1022'MARK NOT FOUND.
 HB1022
 HB1022                          STATION RECOVERY (1976)
 HB1022
 HB1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1022'MARK NOT FOUND.
 HB1022
 HB1022                          STATION RECOVERY (1976)
 HB1022
 HB1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0089 ***********************************************************************
 HC0089  DESIGNATION -  C 141
 HC0089  PID         -  HC0089
 HC0089  STATE/COUNTY-  MO/BOLLINGER
 HC0089  USGS QUAD   -  GLENALLEN (1980)
 HC0089
 HC0089                         *CURRENT SURVEY CONTROL
 HC0089  ___________________________________________________________________
 HC0089* NAD 83(1986)-  37 20 33.     (N)    090 02 25.     (W)     SCALED    
 HC0089* NAVD 88     -       165.612  (meters)     543.35   (feet)  ADJUSTED  
 HC0089  ___________________________________________________________________
 HC0089  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 HC0089  DYNAMIC HT  -         165.491 (meters)     542.95  (feet)  COMP
 HC0089  MODELED GRAV-     979,896.9   (mgal)                       NAVD 88
 HC0089
 HC0089  VERT ORDER  -  SECOND    CLASS 0
 HC0089
 HC0089.The horizontal coordinates were scaled from a topographic map and have
 HC0089.an estimated accuracy of +/- 6 seconds.
 HC0089
 HC0089.The orthometric height was determined by differential leveling
 HC0089.and adjusted by the National Geodetic Survey in June 1991..
 HC0089
 HC0089.The geoid height was determined by GEOID03.
 HC0089
 HC0089.The dynamic height is computed by dividing the NAVD 88
 HC0089.geopotential number by the normal gravity value computed on the
 HC0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0089.degrees latitude (g = 980.6199 gals.).
 HC0089
 HC0089.The modeled gravity was interpolated from observed gravity values.
 HC0089
 HC0089;                    North         East    Units  Estimated Accuracy
 HC0089;SPC MO E     -   167,560.      290,730.      MT  (+/- 180 meters Scaled)
 HC0089
 HC0089                          SUPERSEDED SURVEY CONTROL
 HC0089
 HC0089  NGVD 29 (??/??/92)  165.625  (m)          543.39   (f) ADJ UNCH    2 0
 HC0089
 HC0089.Superseded values are not recommended for survey control.
 HC0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0089.See file dsdata.txt to determine how the superseded data were derived.
 HC0089
 HC0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB621369(NAD 83)
 HC0089_MARKER: DB = BENCH MARK DISK
 HC0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0089_STAMPING: C 141 1935
 HC0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0089+STABILITY: SURFACE MOTION
 HC0089
 HC0089  HISTORY     - Date     Condition        Report By
 HC0089  HISTORY     - 1935     MONUMENTED       CGS
 HC0089  HISTORY     - 20020907 MARK NOT FOUND   USACE
 HC0089
 HC0089                          STATION DESCRIPTION
 HC0089
 HC0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0089'2 MI NW FROM GLEN ALLEN.
 HC0089'2.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HC0089'THE STATION AT GLEN ALLEN, BOLLINGER COUNTY, NEAR A PRIVATE-ROAD
 HC0089'GATE, 42 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 2 FEET
 HC0089'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 HC0089'C 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0089
 HC0089                          STATION RECOVERY (2002)
 HC0089
 HC0089'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0464 ***********************************************************************
 KC0464  DESIGNATION -  C 146
 KC0464  PID         -  KC0464
 KC0464  STATE/COUNTY-  MO/AUDRAIN
 KC0464  USGS QUAD   -  MEXICO WEST (1984)
 KC0464
 KC0464                         *CURRENT SURVEY CONTROL
 KC0464  ___________________________________________________________________
 KC0464* NAD 83(1986)-  39 10 14.     (N)    091 53 48.     (W)     SCALED    
 KC0464* NAVD 88     -       249.283  (meters)     817.86   (feet)  ADJUSTED  
 KC0464  ___________________________________________________________________
 KC0464  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0464  DYNAMIC HT  -         249.128 (meters)     817.35  (feet)  COMP
 KC0464  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 KC0464
 KC0464  VERT ORDER  -  SECOND    CLASS 0
 KC0464
 KC0464.The horizontal coordinates were scaled from a topographic map and have
 KC0464.an estimated accuracy of +/- 6 seconds.
 KC0464
 KC0464.The orthometric height was determined by differential leveling
 KC0464.and adjusted by the National Geodetic Survey in June 1991..
 KC0464
 KC0464.The geoid height was determined by GEOID03.
 KC0464
 KC0464.The dynamic height is computed by dividing the NAVD 88
 KC0464.geopotential number by the normal gravity value computed on the
 KC0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0464.degrees latitude (g = 980.6199 gals.).
 KC0464
 KC0464.The modeled gravity was interpolated from observed gravity values.
 KC0464
 KC0464;                    North         East    Units  Estimated Accuracy
 KC0464;SPC MO C     -   370,540.      552,140.      MT  (+/- 180 meters Scaled)
 KC0464
 KC0464                          SUPERSEDED SURVEY CONTROL
 KC0464
 KC0464  NGVD 29 (??/??/92)  249.285  (m)          817.86   (f) ADJ UNCH    2 0
 KC0464
 KC0464.Superseded values are not recommended for survey control.
 KC0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0464.See file dsdata.txt to determine how the superseded data were derived.
 KC0464
 KC0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD953362(NAD 83)
 KC0464_MARKER: DB = BENCH MARK DISK
 KC0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0464_STAMPING: C146 1935
 KC0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0464+STABILITY: SURFACE MOTION
 KC0464
 KC0464  HISTORY     - Date     Condition        Report By
 KC0464  HISTORY     - 1935     MONUMENTED       CGS
 KC0464  HISTORY     - 1938     GOOD             NGS
 KC0464
 KC0464                          STATION DESCRIPTION
 KC0464
 KC0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KC0464'IN MEXICO.
 KC0464'AT MEXICO, AUDRAIN COUNTY, ON THE CHICAGO AND ALTON RAILROAD,
 KC0464'AT THE SOUTHWEST CORNER OF A FENCE AROUND THE A.P. GREEN BRICK
 KC0464'KILN, ABOUT 1 BLOCK SOUTH OF THE STANDARD OIL CO. STORAGE TANKS,
 KC0464'ABOUT 90 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 30
 KC0464'FEET WEST OF THE CENTERLINE OF FAIR GROUND AVENUE.  A STANDARD
 KC0464'DISK, STAMPED C 146 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0464'15 YARDS SW OF MAIN GATE, 10 FT. FROM THE SE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0108 ***********************************************************************
 JD0108  DESIGNATION -  C 147
 JD0108  PID         -  JD0108
 JD0108  STATE/COUNTY-  MO/CALLAWAY
 JD0108  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD0108
 JD0108                         *CURRENT SURVEY CONTROL
 JD0108  ___________________________________________________________________
 JD0108* NAD 83(1986)-  38 43 06.     (N)    092 05 05.     (W)     SCALED    
 JD0108* NAVD 88     -       256.356  (meters)     841.06   (feet)  ADJUSTED  
 JD0108  ___________________________________________________________________
 JD0108  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JD0108  DYNAMIC HT  -         256.184 (meters)     840.50  (feet)  COMP
 JD0108  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 JD0108
 JD0108  VERT ORDER  -  SECOND    CLASS 0
 JD0108
 JD0108.The horizontal coordinates were scaled from a topographic map and have
 JD0108.an estimated accuracy of +/- 6 seconds.
 JD0108
 JD0108.The orthometric height was determined by differential leveling
 JD0108.and adjusted by the National Geodetic Survey in June 1991..
 JD0108
 JD0108.The geoid height was determined by GEOID03.
 JD0108
 JD0108.The dynamic height is computed by dividing the NAVD 88
 JD0108.geopotential number by the normal gravity value computed on the
 JD0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0108.degrees latitude (g = 980.6199 gals.).
 JD0108
 JD0108.The modeled gravity was interpolated from observed gravity values.
 JD0108
 JD0108;                    North         East    Units  Estimated Accuracy
 JD0108;SPC MO C     -   320,250.      536,110.      MT  (+/- 180 meters Scaled)
 JD0108
 JD0108                          SUPERSEDED SURVEY CONTROL
 JD0108
 JD0108  NGVD 29 (??/??/92)  256.375  (m)          841.12   (f) ADJ UNCH    2 0
 JD0108
 JD0108.Superseded values are not recommended for survey control.
 JD0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0108.See file dsdata.txt to determine how the superseded data were derived.
 JD0108
 JD0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC795859(NAD 83)
 JD0108_MARKER: DB = BENCH MARK DISK
 JD0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0108_STAMPING: C 147 1935
 JD0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0108+STABILITY: SURFACE MOTION
 JD0108
 JD0108  HISTORY     - Date     Condition        Report By
 JD0108  HISTORY     - 1935     MONUMENTED       CGS
 JD0108
 JD0108                          STATION DESCRIPTION
 JD0108
 JD0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0108'IN NEW BLOOMFIELD.
 JD0108'AT NEW BLOOMFIELD, ON U.S. HIGHWAY 54, AT THE SOUTHEAST CORNER
 JD0108'OF THE CHRISTIAN CHURCHYARD, ABOUT 55 FEET EAST OF THE CHURCH,
 JD0108'45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET NORTH
 JD0108'OF THE CENTERLINE OF THE STREET.  A STANDARD DISK STAMPED
 JD0108'C 147 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0544 ***********************************************************************
 JC0544  DESIGNATION -  C 149
 JC0544  PID         -  JC0544
 JC0544  STATE/COUNTY-  MO/ST CHARLES
 JC0544  USGS QUAD   -  WENTZVILLE (1982)
 JC0544
 JC0544                         *CURRENT SURVEY CONTROL
 JC0544  ___________________________________________________________________
 JC0544* NAD 83(1986)-  38 48 20.     (N)    090 46 23.     (W)     SCALED    
 JC0544* NAVD 88     -       166.254  (meters)     545.45   (feet)  ADJUSTED  
 JC0544  ___________________________________________________________________
 JC0544  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JC0544  DYNAMIC HT  -         166.148 (meters)     545.10  (feet)  COMP
 JC0544  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 JC0544
 JC0544  VERT ORDER  -  SECOND    CLASS 0
 JC0544
 JC0544.The horizontal coordinates were scaled from a topographic map and have
 JC0544.an estimated accuracy of +/- 6 seconds.
 JC0544
 JC0544.The orthometric height was determined by differential leveling
 JC0544.and adjusted by the National Geodetic Survey in June 1991..
 JC0544
 JC0544.The geoid height was determined by GEOID03.
 JC0544
 JC0544.The dynamic height is computed by dividing the NAVD 88
 JC0544.geopotential number by the normal gravity value computed on the
 JC0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0544.degrees latitude (g = 980.6199 gals.).
 JC0544
 JC0544.The modeled gravity was interpolated from observed gravity values.
 JC0544
 JC0544;                    North         East    Units  Estimated Accuracy
 JC0544;SPC MO E     -   329,880.      226,280.      MT  (+/- 180 meters Scaled)
 JC0544
 JC0544                          SUPERSEDED SURVEY CONTROL
 JC0544
 JC0544  NGVD 29 (??/??/92)  166.277  (m)          545.53   (f) ADJ UNCH    2 0
 JC0544
 JC0544.Superseded values are not recommended for survey control.
 JC0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0544.See file dsdata.txt to determine how the superseded data were derived.
 JC0544
 JC0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC933975(NAD 83)
 JC0544_MARKER: DB = BENCH MARK DISK
 JC0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0544_STAMPING: C 149 1935
 JC0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0544+STABILITY: SURFACE MOTION
 JC0544
 JC0544  HISTORY     - Date     Condition        Report By
 JC0544  HISTORY     - 1935     MONUMENTED       CGS
 JC0544  HISTORY     - 19940526 GOOD             USPSQD
 JC0544
 JC0544                          STATION DESCRIPTION
 JC0544
 JC0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0544'1.8 MI E FROM GILMORE.
 JC0544'1.8 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0544'GILMORE, ST. CHARLES COUNTY, 80 FEET WEST OF A TOWNSHIP ROAD
 JC0544'CROSSING, 48 FEET NORTH OF THE CENTERLINE OF THE TRACK, 12
 JC0544'FEET WEST OF THE RIGHT-OF-WAY FENCE CORNER, AND 2 FEET SOUTH
 JC0544'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 149 1935
 JC0544'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 JC0544'GROUND.
 JC0544
 JC0544                          STATION RECOVERY (1994)
 JC0544
 JC0544'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0527 ***********************************************************************
 KC0527  DESIGNATION -  C 15
 KC0527  PID         -  KC0527
 KC0527  STATE/COUNTY-  MO/MARION
 KC0527  USGS QUAD   -  MAYWOOD (1975)
 KC0527
 KC0527                         *CURRENT SURVEY CONTROL
 KC0527  ___________________________________________________________________
 KC0527* NAD 83(1986)-  39 56 27.     (N)    091 31 15.     (W)     SCALED    
 KC0527* NAVD 88     -       148.937  (meters)     488.64   (feet)  ADJUSTED  
 KC0527  ___________________________________________________________________
 KC0527  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KC0527  DYNAMIC HT  -         148.859 (meters)     488.38  (feet)  COMP
 KC0527  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 KC0527
 KC0527  VERT ORDER  -  FIRST     CLASS II
 KC0527
 KC0527.The horizontal coordinates were scaled from a topographic map and have
 KC0527.an estimated accuracy of +/- 6 seconds.
 KC0527
 KC0527.The orthometric height was determined by differential leveling
 KC0527.and adjusted by the National Geodetic Survey in June 1991..
 KC0527
 KC0527.The geoid height was determined by GEOID03.
 KC0527
 KC0527.The dynamic height is computed by dividing the NAVD 88
 KC0527.geopotential number by the normal gravity value computed on the
 KC0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0527.degrees latitude (g = 980.6199 gals.).
 KC0527
 KC0527.The modeled gravity was interpolated from observed gravity values.
 KC0527
 KC0527;                    North         East    Units  Estimated Accuracy
 KC0527;SPC MO E     -   456,380.      162,760.      MT  (+/- 180 meters Scaled)
 KC0527
 KC0527                          SUPERSEDED SURVEY CONTROL
 KC0527
 KC0527  NGVD 29 (??/??/92)  149.023  (m)          488.92   (f) ADJ UNCH    1 2
 KC0527
 KC0527.Superseded values are not recommended for survey control.
 KC0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0527.See file dsdata.txt to determine how the superseded data were derived.
 KC0527
 KC0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE263222(NAD 83)
 KC0527_MARKER: DB = BENCH MARK DISK
 KC0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0527_STAMPING: C 15 1933
 KC0527
 KC0527  HISTORY     - Date     Condition        Report By
 KC0527  HISTORY     - UNK      MONUMENTED
 KC0527
 KC0527                          STATION DESCRIPTION
 KC0527
 KC0527'DESCRIBED UNK
 KC0527'AT TAYLOR.
 KC0527'AT TAYLOR, MARION COUNTY, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 KC0527'24 ADJACENT TO THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 KC0527'AT RAILROAD MILEAGE 6-1/2, 300 FEET EAST OF THE STATION, 90 FEET
 KC0527'EAST OF THE STOCKYARDS, 60 FEET SOUTH OF THE TRACK, 10 FEET NORTH
 KC0527'OF THE HIGHWAY PAVEMENT, AND 5 FEET NORTHEAST OF THE TAYLOR
 KC0527'SIGN ON THE HIGHWAY.  A STANDARD DISK, STAMPED C 15 1933 AND
 KC0527'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0084 ***********************************************************************
 LE0084  DESIGNATION -  C 16
 LE0084  PID         -  LE0084
 LE0084  STATE/COUNTY-  MO/KNOX
 LE0084  USGS QUAD   -  HURDLAND (1966)
 LE0084
 LE0084                         *CURRENT SURVEY CONTROL
 LE0084  ___________________________________________________________________
 LE0084* NAD 83(1986)-  40 09 05.     (N)    092 18 09.     (W)     SCALED    
 LE0084* NAVD 88     -       270.855  (meters)     888.63   (feet)  ADJUSTED  
 LE0084  ___________________________________________________________________
 LE0084  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LE0084  DYNAMIC HT  -         270.711 (meters)     888.16  (feet)  COMP
 LE0084  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 LE0084
 LE0084  VERT ORDER  -  FIRST     CLASS II
 LE0084
 LE0084.The horizontal coordinates were scaled from a topographic map and have
 LE0084.an estimated accuracy of +/- 6 seconds.
 LE0084
 LE0084.The orthometric height was determined by differential leveling
 LE0084.and adjusted by the National Geodetic Survey in June 1991..
 LE0084
 LE0084.The geoid height was determined by GEOID03.
 LE0084
 LE0084.The dynamic height is computed by dividing the NAVD 88
 LE0084.geopotential number by the normal gravity value computed on the
 LE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0084.degrees latitude (g = 980.6199 gals.).
 LE0084
 LE0084.The modeled gravity was interpolated from observed gravity values.
 LE0084
 LE0084;                    North         East    Units  Estimated Accuracy
 LE0084;SPC MO C     -   479,280.      516,830.      MT  (+/- 180 meters Scaled)
 LE0084
 LE0084                          SUPERSEDED SURVEY CONTROL
 LE0084
 LE0084  NGVD 29 (??/??/92)  270.876  (m)          888.70   (f) ADJ UNCH    1 2
 LE0084
 LE0084.Superseded values are not recommended for survey control.
 LE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0084.See file dsdata.txt to determine how the superseded data were derived.
 LE0084
 LE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE594447(NAD 83)
 LE0084_MARKER: DB = BENCH MARK DISK
 LE0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0084_STAMPING: C 16 1933
 LE0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0084+STABILITY: SURFACE MOTION
 LE0084
 LE0084  HISTORY     - Date     Condition        Report By
 LE0084  HISTORY     - 1933     MONUMENTED       CGS
 LE0084  HISTORY     - 1935     GOOD             NGS
 LE0084  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0084
 LE0084                          STATION DESCRIPTION
 LE0084
 LE0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0084'AT HURDLAND.
 LE0084'AT HURDLAND, KNOX COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LE0084'RAILROAD, 50 FEET EAST OF THE NORTHEAST CORNER OF THE STATION,
 LE0084'AND 12 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED C 16
 LE0084'1933 AND SET IN THE TOP OF A CONCRETE POST.
 LE0084
 LE0084                          STATION RECOVERY (1967)
 LE0084
 LE0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0808 ***********************************************************************
 HD0808  DESIGNATION -  C 169
 HD0808  PID         -  HD0808
 HD0808  STATE/COUNTY-  MO/CEDAR
 HD0808  USGS QUAD   -  FILLEY (1991)
 HD0808
 HD0808                         *CURRENT SURVEY CONTROL
 HD0808  ___________________________________________________________________
 HD0808* NAD 83(1986)-  37 45 15.     (N)    093 56 18.     (W)     SCALED    
 HD0808* NAVD 88     -       249.577  (meters)     818.82   (feet)  ADJUSTED  
 HD0808  ___________________________________________________________________
 HD0808  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HD0808  DYNAMIC HT  -         249.390 (meters)     818.21  (feet)  COMP
 HD0808  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 HD0808
 HD0808  VERT ORDER  -  SECOND    CLASS 0
 HD0808
 HD0808.The horizontal coordinates were scaled from a topographic map and have
 HD0808.an estimated accuracy of +/- 6 seconds.
 HD0808
 HD0808.The orthometric height was determined by differential leveling
 HD0808.and adjusted by the National Geodetic Survey in June 1991..
 HD0808
 HD0808.The geoid height was determined by GEOID03.
 HD0808
 HD0808.The dynamic height is computed by dividing the NAVD 88
 HD0808.geopotential number by the normal gravity value computed on the
 HD0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0808.degrees latitude (g = 980.6199 gals.).
 HD0808
 HD0808.The modeled gravity was interpolated from observed gravity values.
 HD0808
 HD0808;                    North         East    Units  Estimated Accuracy
 HD0808;SPC MO W     -   176,310.      899,490.      MT  (+/- 180 meters Scaled)
 HD0808
 HD0808                          SUPERSEDED SURVEY CONTROL
 HD0808
 HD0808  NGVD 29 (??/??/92)  249.476  (m)          818.49   (f) ADJ UNCH    2 0
 HD0808
 HD0808.Superseded values are not recommended for survey control.
 HD0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0808.See file dsdata.txt to determine how the superseded data were derived.
 HD0808
 HD0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB173789(NAD 83)
 HD0808_MARKER: DB = BENCH MARK DISK
 HD0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0808_SP_SET: ABUTMENT
 HD0808_STAMPING: C 169 1940
 HD0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0808
 HD0808  HISTORY     - Date     Condition        Report By
 HD0808  HISTORY     - 1940     MONUMENTED       CGS
 HD0808  HISTORY     - 1963     GOOD             NGS
 HD0808
 HD0808                          STATION DESCRIPTION
 HD0808
 HD0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0808'0.6 MI SE FROM FILLEY.
 HD0808'0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE CHRISTIAN
 HD0808'CHURCH AT FILLEY, 11 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HD0808'HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 HD0808'CONCRETE ABUTMENT OF A BRIDGE OVER HORSE CREEK, AND ABOUT 1 FOOT
 HD0808'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0298 ***********************************************************************
 LE0298  DESIGNATION -  C 17
 LE0298  PID         -  LE0298
 LE0298  STATE/COUNTY-  MO/SULLIVAN
 LE0298  USGS QUAD   -  MYSTIC (1963)
 LE0298
 LE0298                         *CURRENT SURVEY CONTROL
 LE0298  ___________________________________________________________________
 LE0298* NAD 83(1986)-  40 13 45.     (N)    092 59 42.     (W)     SCALED    
 LE0298* NAVD 88     -       280.788  (meters)     921.22   (feet)  ADJUSTED  
 LE0298  ___________________________________________________________________
 LE0298  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 LE0298  DYNAMIC HT  -         280.641 (meters)     920.74  (feet)  COMP
 LE0298  MODELED GRAV-     980,097.8   (mgal)                       NAVD 88
 LE0298
 LE0298  VERT ORDER  -  FIRST     CLASS II
 LE0298
 LE0298.The horizontal coordinates were scaled from a topographic map and have
 LE0298.an estimated accuracy of +/- 6 seconds.
 LE0298
 LE0298.The orthometric height was determined by differential leveling
 LE0298.and adjusted by the National Geodetic Survey in June 1991..
 LE0298
 LE0298.The geoid height was determined by GEOID03.
 LE0298
 LE0298.The dynamic height is computed by dividing the NAVD 88
 LE0298.geopotential number by the normal gravity value computed on the
 LE0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0298.degrees latitude (g = 980.6199 gals.).
 LE0298
 LE0298.The modeled gravity was interpolated from observed gravity values.
 LE0298
 LE0298;                    North         East    Units  Estimated Accuracy
 LE0298;SPC MO C     -   488,010.      457,870.      MT  (+/- 180 meters Scaled)
 LE0298
 LE0298                          SUPERSEDED SURVEY CONTROL
 LE0298
 LE0298  NGVD 29 (??/??/92)  280.777  (m)          921.18   (f) ADJ UNCH    1 2
 LE0298
 LE0298.Superseded values are not recommended for survey control.
 LE0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0298.See file dsdata.txt to determine how the superseded data were derived.
 LE0298
 LE0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE004531(NAD 83)
 LE0298_MARKER: DB = BENCH MARK DISK
 LE0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0298_STAMPING: C 17 1933
 LE0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0298+STABILITY: SURFACE MOTION
 LE0298
 LE0298  HISTORY     - Date     Condition        Report By
 LE0298  HISTORY     - 1933     MONUMENTED       CGS
 LE0298  HISTORY     - 1967     GOOD             NGS
 LE0298
 LE0298                          STATION DESCRIPTION
 LE0298
 LE0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0298'1.9 MI NE FROM SORRELL.
 LE0298'THIS MARK RECOVERED IN THE SE 1/4 SECTION 26, T. 63 N., R. 19 W.,
 LE0298'ABOUT 0.35 MILE WEST ALONG THE OLD ABANDONED RAILROAD GRADE
 LE0298'FROM A NORTH-SOUTH SECTION-LINE ROAD, ABOUT 0.25 MILE SOUTH-SOUTHEAST
 LE0298'ACROSS A PASTURE FROM A FARMHOUSE ON A HILL, TO THE SOUTHWEST
 LE0298'OF A FARM ROAD CROSSING OVER THE OLD GRADE AND 1 FOOT EAST OF
 LE0298'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0161 ***********************************************************************
 GF0161  DESIGNATION -  C 17
 GF0161  PID         -  GF0161
 GF0161  STATE/COUNTY-  MO/TANEY
 GF0161  USGS QUAD   -  BRADLEYVILLE (1982)
 GF0161
 GF0161                         *CURRENT SURVEY CONTROL
 GF0161  ___________________________________________________________________
 GF0161* NAD 83(1986)-  36 46 52.     (N)    092 54 38.     (W)     SCALED    
 GF0161* NAVD 88     -       257.032  (meters)     843.28   (feet)  ADJUSTED  
 GF0161  ___________________________________________________________________
 GF0161  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GF0161  DYNAMIC HT  -         256.820 (meters)     842.58  (feet)  COMP
 GF0161  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 GF0161
 GF0161  VERT ORDER  -  SECOND    CLASS 0
 GF0161
 GF0161.The horizontal coordinates were scaled from a topographic map and have
 GF0161.an estimated accuracy of +/- 6 seconds.
 GF0161
 GF0161.The orthometric height was determined by differential leveling
 GF0161.and adjusted by the National Geodetic Survey in June 1991..
 GF0161
 GF0161.The geoid height was determined by GEOID03.
 GF0161
 GF0161.The dynamic height is computed by dividing the NAVD 88
 GF0161.geopotential number by the normal gravity value computed on the
 GF0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0161.degrees latitude (g = 980.6199 gals.).
 GF0161
 GF0161.The modeled gravity was interpolated from observed gravity values.
 GF0161
 GF0161;                    North         East    Units  Estimated Accuracy
 GF0161;SPC MO C     -   105,240.      463,350.      MT  (+/- 180 meters Scaled)
 GF0161
 GF0161                          SUPERSEDED SURVEY CONTROL
 GF0161
 GF0161  NGVD 29 (??/??/92)  256.899  (m)          842.84   (f) ADJ UNCH    2 0
 GF0161
 GF0161.Superseded values are not recommended for survey control.
 GF0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0161.See file dsdata.txt to determine how the superseded data were derived.
 GF0161
 GF0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA079705(NAD 83)
 GF0161_MARKER: DD = SURVEY DISK
 GF0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0161_STAMPING: TT C 17 1934
 GF0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0161+STABILITY: SURFACE MOTION
 GF0161
 GF0161  HISTORY     - Date     Condition        Report By
 GF0161  HISTORY     - 1934     MONUMENTED       USGS
 GF0161
 GF0161                          STATION DESCRIPTION
 GF0161
 GF0161'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GF0161'AT BRADLEYVILLE.
 GF0161'AT BRADLEYVILLE, TANEY COUNTY, ON STATE HIGHWAY 76, 300 YARDS
 GF0161'SOUTH OF THE CENTER OF THE TOWN, 400 YARDS WEST OF CONCRETE BRIDGE
 GF0161'S 848 OVER BEAVER CREEK, 150 FEET WEST OF THE JUNCTION WITH
 GF0161'COUNTY HIGHWAY A, 33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GF0161'AND 10 FEET EAST OF A CORNER FENCE POST.  A UNITED STATES
 GF0161'GEOLOGICAL SURVEY STANDARD DISK STAMPED TT C 17 1934 AND SET IN
 GF0161'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0350 ***********************************************************************
 GE0350  DESIGNATION -  C 171
 GE0350  PID         -  GE0350
 GE0350  STATE/COUNTY-  MO/RIPLEY
 GE0350  USGS QUAD   -  OXLY (1979)
 GE0350
 GE0350                         *CURRENT SURVEY CONTROL
 GE0350  ___________________________________________________________________
 GE0350* NAD 83(1986)-  36 35 28.     (N)    090 39 57.     (W)     SCALED    
 GE0350* NAVD 88     -       111.466  (meters)     365.70   (feet)  ADJUSTED  
 GE0350  ___________________________________________________________________
 GE0350  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GE0350  DYNAMIC HT  -         111.375 (meters)     365.40  (feet)  COMP
 GE0350  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 GE0350
 GE0350  VERT ORDER  -  FIRST     CLASS II
 GE0350
 GE0350.The horizontal coordinates were scaled from a topographic map and have
 GE0350.an estimated accuracy of +/- 6 seconds.
 GE0350
 GE0350.The orthometric height was determined by differential leveling
 GE0350.and adjusted by the National Geodetic Survey in June 1991..
 GE0350
 GE0350.The geoid height was determined by GEOID03.
 GE0350
 GE0350.The dynamic height is computed by dividing the NAVD 88
 GE0350.geopotential number by the normal gravity value computed on the
 GE0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0350.degrees latitude (g = 980.6199 gals.).
 GE0350
 GE0350.The modeled gravity was interpolated from observed gravity values.
 GE0350
 GE0350;                    North         East    Units  Estimated Accuracy
 GE0350;SPC MO E     -    84,090.      235,160.      MT  (+/- 180 meters Scaled)
 GE0350
 GE0350                          SUPERSEDED SURVEY CONTROL
 GE0350
 GE0350  NGVD 29 (??/??/92)  111.448  (m)          365.64   (f) ADJ UNCH    1 2
 GE0350
 GE0350.Superseded values are not recommended for survey control.
 GE0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0350.See file dsdata.txt to determine how the superseded data were derived.
 GE0350
 GE0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA088520(NAD 83)
 GE0350_MARKER: DB = BENCH MARK DISK
 GE0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0350_STAMPING: C 171 1956
 GE0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0350+STABILITY: SURFACE MOTION
 GE0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0350+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 GE0350
 GE0350  HISTORY     - Date     Condition        Report By
 GE0350  HISTORY     - 1956     MONUMENTED       CGS
 GE0350  HISTORY     - 20031216 GOOD             USACE
 GE0350
 GE0350                          STATION DESCRIPTION
 GE0350
 GE0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0350'1.5 MI E FROM OXLY.
 GE0350'ABOUT 1.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0350'POST OFFICE AT OXLY, ABOUT 6 1/2 TELEPHONE POLES EAST OF MILE
 GE0350'POST 190, AT A ROAD CROSSING, 44 FEET NORTH OF NORTH RAIL, 50
 GE0350'FEET NORTHWEST OF CENTER OF ROAD CROSSING, 28 FEET WEST OF CENTER
 GE0350'LINE OF ROAD, 52 FEET SOUTH OF SOUTHEAST CORNER OF A HOUSE
 GE0350'(FORMERLY AN OLD STORE BUILDING), 16 FEET SOUTH OF A POWER POLE
 GE0350'WITH TRANSFORMER, 2 1/2 FEET SOUTH OF A FENCE LINE, 2 1/2 FEET
 GE0350'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL
 GE0350'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GE0350'INCHES.
 GE0350
 GE0350                          STATION RECOVERY (2003)
 GE0350
 GE0350'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 GE0350'MARK IS IN SOUTH EAST CORNER OF YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0477 ***********************************************************************
 JC0477  DESIGNATION -  C 173
 JC0477  PID         -  JC0477
 JC0477  STATE/COUNTY-  MO/FRANKLIN
 JC0477  USGS QUAD   -  MOSELLE (1980)
 JC0477
 JC0477                         *CURRENT SURVEY CONTROL
 JC0477  ___________________________________________________________________
 JC0477* NAD 83(1986)-  38 27 28.     (N)    090 53 42.     (W)     SCALED    
 JC0477* NAVD 88     -       176.305  (meters)     578.43   (feet)  ADJUSTED  
 JC0477  ___________________________________________________________________
 JC0477  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 JC0477  DYNAMIC HT  -         176.190 (meters)     578.05  (feet)  COMP
 JC0477  MODELED GRAV-     979,967.8   (mgal)                       NAVD 88
 JC0477
 JC0477  VERT ORDER  -  SECOND    CLASS 0
 JC0477
 JC0477.The horizontal coordinates were scaled from a topographic map and have
 JC0477.an estimated accuracy of +/- 6 seconds.
 JC0477
 JC0477.The orthometric height was determined by differential leveling
 JC0477.and adjusted by the National Geodetic Survey in June 1991..
 JC0477
 JC0477.The geoid height was determined by GEOID03.
 JC0477
 JC0477.The dynamic height is computed by dividing the NAVD 88
 JC0477.geopotential number by the normal gravity value computed on the
 JC0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0477.degrees latitude (g = 980.6199 gals.).
 JC0477
 JC0477.The modeled gravity was interpolated from observed gravity values.
 JC0477
 JC0477;                    North         East    Units  Estimated Accuracy
 JC0477;SPC MO E     -   291,320.      215,530.      MT  (+/- 180 meters Scaled)
 JC0477
 JC0477                          SUPERSEDED SURVEY CONTROL
 JC0477
 JC0477  NGVD 29 (??/??/92)  176.362  (m)          578.61   (f) ADJ UNCH    2 0
 JC0477
 JC0477.Superseded values are not recommended for survey control.
 JC0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0477.See file dsdata.txt to determine how the superseded data were derived.
 JC0477
 JC0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC836587(NAD 83)
 JC0477_MARKER: DB = BENCH MARK DISK
 JC0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0477_SP_SET: CULVERT
 JC0477_STAMPING: C 173 1940
 JC0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0477
 JC0477  HISTORY     - Date     Condition        Report By
 JC0477  HISTORY     - 1940     MONUMENTED       CGS
 JC0477
 JC0477                          STATION DESCRIPTION
 JC0477
 JC0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JC0477'1.1 MI SW FROM VILLA RIDGE.
 JC0477'1.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0477'RAILROAD FROM THE STATION AT VILLA RIDGE, FRANKLIN COUNTY, 12 POLES
 JC0477'WEST OF MILEPOST 52, AT A CULVERT, IN THE TOP OF THE WEST END OF
 JC0477'THE NORTH LIMESTONE HEADWALL, 13.2 FEET NORTH OF THE NORTH RAIL,
 JC0477'AND 2.3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JC0477'DISK, STAMPED C 173 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0141 ***********************************************************************
 HC0141  DESIGNATION -  C 174
 HC0141  PID         -  HC0141
 HC0141  STATE/COUNTY-  MO/WAYNE
 HC0141  USGS QUAD   -  GREENVILLE SW (1966)
 HC0141
 HC0141                         *CURRENT SURVEY CONTROL
 HC0141  ___________________________________________________________________
 HC0141* NAD 83(1986)-  37 01 59.     (N)    090 27 58.     (W)     SCALED    
 HC0141* NAVD 88     -       156.651  (meters)     513.95   (feet)  ADJUSTED  
 HC0141  ___________________________________________________________________
 HC0141  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HC0141  DYNAMIC HT  -         156.527 (meters)     513.54  (feet)  COMP
 HC0141  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 HC0141
 HC0141  VERT ORDER  -  SECOND    CLASS 0
 HC0141
 HC0141.The horizontal coordinates were scaled from a topographic map and have
 HC0141.an estimated accuracy of +/- 6 seconds.
 HC0141
 HC0141.The orthometric height was determined by differential leveling
 HC0141.and adjusted by the National Geodetic Survey in June 1991..
 HC0141
 HC0141.The geoid height was determined by GEOID03.
 HC0141
 HC0141.The dynamic height is computed by dividing the NAVD 88
 HC0141.geopotential number by the normal gravity value computed on the
 HC0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0141.degrees latitude (g = 980.6199 gals.).
 HC0141
 HC0141.The modeled gravity was interpolated from observed gravity values.
 HC0141
 HC0141;                    North         East    Units  Estimated Accuracy
 HC0141;SPC MO E     -   133,120.      253,020.      MT  (+/- 180 meters Scaled)
 HC0141
 HC0141                          SUPERSEDED SURVEY CONTROL
 HC0141
 HC0141  NGVD 29 (??/??/92)  156.695  (m)          514.09   (f) ADJ UNCH    2 0
 HC0141
 HC0141.Superseded values are not recommended for survey control.
 HC0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0141.See file dsdata.txt to determine how the superseded data were derived.
 HC0141
 HC0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB253015(NAD 83)
 HC0141_MARKER: DB = BENCH MARK DISK
 HC0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0141_SP_SET: CULVERT
 HC0141_STAMPING: C 174 1945
 HC0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0141+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 HC0141
 HC0141  HISTORY     - Date     Condition        Report By
 HC0141  HISTORY     - 1945     MONUMENTED       CGS
 HC0141  HISTORY     - 20020503 GOOD             USACE
 HC0141
 HC0141                          STATION DESCRIPTION
 HC0141
 HC0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HC0141'3.2 MI N FROM TASKEE STATION.
 HC0141'3.2 MILES NORTH ALONG OLD U.S. HIGHWAY 67 FROM THE VILLAGE OF
 HC0141'TASKEE STATION, WAYNE COUNTY, 0.6 MILE NORTH OF A FARMHOUSE ON
 HC0141'THE WEST SIDE OF THE OLD HIGHWAY, AT A CONCRETE CULVERT UNDER
 HC0141'THE OLD HIGHWAY, IN THE CENTER OF THE TOP OF THE WEST HEADWALL,
 HC0141'AND 15 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD
 HC0141'DISK, STAMPED C 174 1945.
 HC0141
 HC0141                          STATION RECOVERY (2002)
 HC0141
 HC0141'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0440 ***********************************************************************
 JE0440  DESIGNATION -  C 175
 JE0440  PID         -  JE0440
 JE0440  STATE/COUNTY-  MO/BATES
 JE0440  USGS QUAD   -  PAPINVILLE (1991)
 JE0440
 JE0440                         *CURRENT SURVEY CONTROL
 JE0440  ___________________________________________________________________
 JE0440* NAD 83(1986)-  38 04 43.     (N)    094 12 28.     (W)     SCALED    
 JE0440* NAVD 88     -       235.173  (meters)     771.56   (feet)  ADJUSTED  
 JE0440  ___________________________________________________________________
 JE0440  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE0440  DYNAMIC HT  -         235.000 (meters)     771.00  (feet)  COMP
 JE0440  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 JE0440
 JE0440  VERT ORDER  -  SECOND    CLASS 0
 JE0440
 JE0440.The horizontal coordinates were scaled from a topographic map and have
 JE0440.an estimated accuracy of +/- 6 seconds.
 JE0440
 JE0440.The orthometric height was determined by differential leveling
 JE0440.and adjusted by the National Geodetic Survey in June 1991..
 JE0440
 JE0440.The geoid height was determined by GEOID03.
 JE0440
 JE0440.The dynamic height is computed by dividing the NAVD 88
 JE0440.geopotential number by the normal gravity value computed on the
 JE0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0440.degrees latitude (g = 980.6199 gals.).
 JE0440
 JE0440.The modeled gravity was interpolated from observed gravity values.
 JE0440
 JE0440;                    North         East    Units  Estimated Accuracy
 JE0440;SPC MO W     -   212,220.      875,640.      MT  (+/- 180 meters Scaled)
 JE0440
 JE0440                          SUPERSEDED SURVEY CONTROL
 JE0440
 JE0440  NGVD 29 (??/??/92)  235.060  (m)          771.19   (f) ADJ UNCH    2 0
 JE0440
 JE0440.Superseded values are not recommended for survey control.
 JE0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0440.See file dsdata.txt to determine how the superseded data were derived.
 JE0440
 JE0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC940152(NAD 83)
 JE0440_MARKER: DB = BENCH MARK DISK
 JE0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0440_SP_SET: CULVERT
 JE0440_STAMPING: C 175 1945
 JE0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0440
 JE0440  HISTORY     - Date     Condition        Report By
 JE0440  HISTORY     - 1945     MONUMENTED       CGS
 JE0440  HISTORY     - 1963     GOOD             NGS
 JE0440
 JE0440                          STATION DESCRIPTION
 JE0440
 JE0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0440'2 MI W FROM PRAIRIE CITY.
 JE0440'ABOUT 0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE EVANGELICAL
 JE0440'CHURCH AT PRAIRIE CITY, THENCE 1.85 MILES WEST ALONG A GRAVELED
 JE0440'ROAD, 0.2 MILE WEST OF A FARMHOUSE, IN SECTION 15, R 30 W,
 JE0440'T 38 N, 9 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN
 JE0440'THE TOP OF SOUTHEAST WINGWALL OF AN 8-FOOT CONCRETE CULVERT,
 JE0440'0.3 FOOT EAST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL
 JE0440'OF THE CULVERT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0896 ***********************************************************************
 HD0896  DESIGNATION -  C 176
 HD0896  PID         -  HD0896
 HD0896  STATE/COUNTY-  MO/ST CLAIR
 HD0896  USGS QUAD   -  TIFFIN (1991)
 HD0896
 HD0896                         *CURRENT SURVEY CONTROL
 HD0896  ___________________________________________________________________
 HD0896* NAD 83(1986)-  37 59 38.     (N)    093 59 44.     (W)     SCALED    
 HD0896* NAVD 88     -       232.065  (meters)     761.37   (feet)  ADJUSTED  
 HD0896  ___________________________________________________________________
 HD0896  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HD0896  DYNAMIC HT  -         231.895 (meters)     760.81  (feet)  COMP
 HD0896  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 HD0896
 HD0896  VERT ORDER  -  SECOND    CLASS 0
 HD0896
 HD0896.The horizontal coordinates were scaled from a topographic map and have
 HD0896.an estimated accuracy of +/- 6 seconds.
 HD0896
 HD0896.The orthometric height was determined by differential leveling
 HD0896.and adjusted by the National Geodetic Survey in June 1991..
 HD0896
 HD0896.The geoid height was determined by GEOID03.
 HD0896
 HD0896.The dynamic height is computed by dividing the NAVD 88
 HD0896.geopotential number by the normal gravity value computed on the
 HD0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0896.degrees latitude (g = 980.6199 gals.).
 HD0896
 HD0896.The modeled gravity was interpolated from observed gravity values.
 HD0896
 HD0896;                    North         East    Units  Estimated Accuracy
 HD0896;SPC MO W     -   202,890.      894,310.      MT  (+/- 180 meters Scaled)
 HD0896
 HD0896                          SUPERSEDED SURVEY CONTROL
 HD0896
 HD0896  NGVD 29 (??/??/92)  231.962  (m)          761.03   (f) ADJ UNCH    2 0
 HD0896
 HD0896.Superseded values are not recommended for survey control.
 HD0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0896.See file dsdata.txt to determine how the superseded data were derived.
 HD0896
 HD0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC125056(NAD 83)
 HD0896_MARKER: DB = BENCH MARK DISK
 HD0896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0896_SP_SET: CULVERT
 HD0896_STAMPING: C 176 1945
 HD0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0896
 HD0896  HISTORY     - Date     Condition        Report By
 HD0896  HISTORY     - 1945     MONUMENTED       CGS
 HD0896  HISTORY     - 1962     GOOD             NGS
 HD0896
 HD0896                          STATION DESCRIPTION
 HD0896
 HD0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0896'0.6 MI S FROM TABERVILLE.
 HD0896'0.6 MILE SOUTH ALONG COUNTY ROAD H FROM THE NORTH END OF THE
 HD0896'HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE, IN SECTION
 HD0896'10, T 37 N, R 28 W, 26 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HD0896'SET IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL OF
 HD0896'A 3 1/2 FOOT CONCRETE CULVERT, ABOUT 3 FEET BELOW THE LEVEL
 HD0896'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0891 ***********************************************************************
 HD0891  DESIGNATION -  C 177
 HD0891  PID         -  HD0891
 HD0891  STATE/COUNTY-  MO/ST CLAIR
 HD0891  USGS QUAD   -  TIFFIN (1991)
 HD0891
 HD0891                         *CURRENT SURVEY CONTROL
 HD0891  ___________________________________________________________________
 HD0891* NAD 83(1986)-  37 58 18.     (N)    093 57 19.     (W)     SCALED    
 HD0891* NAVD 88     -       220.543  (meters)     723.56   (feet)  ADJUSTED  
 HD0891  ___________________________________________________________________
 HD0891  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HD0891  DYNAMIC HT  -         220.380 (meters)     723.03  (feet)  COMP
 HD0891  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 HD0891
 HD0891  VERT ORDER  -  SECOND    CLASS 0
 HD0891
 HD0891.The horizontal coordinates were scaled from a topographic map and have
 HD0891.an estimated accuracy of +/- 6 seconds.
 HD0891
 HD0891.The orthometric height was determined by differential leveling
 HD0891.and adjusted by the National Geodetic Survey in June 1991..
 HD0891
 HD0891.The geoid height was determined by GEOID03.
 HD0891
 HD0891.The dynamic height is computed by dividing the NAVD 88
 HD0891.geopotential number by the normal gravity value computed on the
 HD0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0891.degrees latitude (g = 980.6199 gals.).
 HD0891
 HD0891.The modeled gravity was interpolated from observed gravity values.
 HD0891
 HD0891;                    North         East    Units  Estimated Accuracy
 HD0891;SPC MO W     -   200,450.      897,860.      MT  (+/- 180 meters Scaled)
 HD0891
 HD0891                          SUPERSEDED SURVEY CONTROL
 HD0891
 HD0891  NGVD 29 (??/??/92)  220.436  (m)          723.21   (f) ADJ UNCH    2 0
 HD0891
 HD0891.Superseded values are not recommended for survey control.
 HD0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0891.See file dsdata.txt to determine how the superseded data were derived.
 HD0891
 HD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC160031(NAD 83)
 HD0891_MARKER: DB = BENCH MARK DISK
 HD0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0891_SP_SET: ABUTMENT
 HD0891_STAMPING: C 177 1945
 HD0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0891
 HD0891  HISTORY     - Date     Condition        Report By
 HD0891  HISTORY     - 1945     MONUMENTED       CGS
 HD0891  HISTORY     - 1962     GOOD             NGS
 HD0891
 HD0891                          STATION DESCRIPTION
 HD0891
 HD0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0891'2 MI NW FROM TIFFIN.
 HD0891'1.0 MILE NORTHWEST ALONG COUNTY ROAD O FROM THE JUNCTION OF
 HD0891'STATE HIGHWAY 82 AND COUNTY ROAD O AT TIFFIN, THENCE 0.5 MILE
 HD0891'NORTH ALONG A DIRT ROAD, THENCE 0.55 MILE WEST ALONG A DIRT
 HD0891'ROAD TO A STEEL BRIDGE, OR ABOUT 1.2 MILES SOUTH ALONG COUNTY
 HD0891'ROAD H FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER THE OSAGE
 HD0891'RIVER AT TABERVILLE, THENCE 1.35 MILES EAST ALONG A GRAVELED
 HD0891'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.45
 HD0891'MILES EAST ALONG A DIRT ROAD TO A STEEL BRIDGE, IN SECTION 13,
 HD0891'T 37 N, R 28 W, 8 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HD0891'SET IN THE TOP AND 1 FOOT SOUTH OF THE NORTH END OF THE EAST
 HD0891'CONCRETE ABUTMENT OF THE STEEL BRIDGE, 0.3 FOOT EAST OF A STEEL
 HD0891'PLATE TO WHICH A STEEL GIRDER IS FASTENED, AND ABOUT 1 FOOT
 HD0891'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0621 ***********************************************************************
 HD0621  DESIGNATION -  C 178
 HD0621  PID         -  HD0621
 HD0621  STATE/COUNTY-  MO/POLK
 HD0621  USGS QUAD   -  CLIQUOT (1981)
 HD0621
 HD0621                         *CURRENT SURVEY CONTROL
 HD0621  ___________________________________________________________________
 HD0621* NAD 83(1986)-  37 39 02.     (N)    093 23 21.     (W)     SCALED    
 HD0621* NAVD 88     -       281.068  (meters)     922.14   (feet)  ADJUSTED  
 HD0621  ___________________________________________________________________
 HD0621  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HD0621  DYNAMIC HT  -         280.856 (meters)     921.44  (feet)  COMP
 HD0621  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 HD0621
 HD0621  VERT ORDER  -  SECOND    CLASS 0
 HD0621
 HD0621.The horizontal coordinates were scaled from a topographic map and have
 HD0621.an estimated accuracy of +/- 6 seconds.
 HD0621
 HD0621.The orthometric height was determined by differential leveling
 HD0621.and adjusted by the National Geodetic Survey in June 1991..
 HD0621
 HD0621.The geoid height was determined by GEOID03.
 HD0621
 HD0621.The dynamic height is computed by dividing the NAVD 88
 HD0621.geopotential number by the normal gravity value computed on the
 HD0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0621.degrees latitude (g = 980.6199 gals.).
 HD0621
 HD0621.The modeled gravity was interpolated from observed gravity values.
 HD0621
 HD0621;                    North         East    Units  Estimated Accuracy
 HD0621;SPC MO C     -   202,020.      421,540.      MT  (+/- 180 meters Scaled)
 HD0621
 HD0621                          SUPERSEDED SURVEY CONTROL
 HD0621
 HD0621  NGVD 29 (??/??/92)  280.957  (m)          921.77   (f) ADJ UNCH    2 0
 HD0621
 HD0621.Superseded values are not recommended for survey control.
 HD0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0621.See file dsdata.txt to determine how the superseded data were derived.
 HD0621
 HD0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB656671(NAD 83)
 HD0621_MARKER: DB = BENCH MARK DISK
 HD0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0621_SP_SET: BRIDGE
 HD0621_STAMPING: C 178 1945
 HD0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0621
 HD0621  HISTORY     - Date     Condition        Report By
 HD0621  HISTORY     - 1945     MONUMENTED       CGS
 HD0621  HISTORY     - 20010122 MARK NOT FOUND   LOCENG
 HD0621
 HD0621                          STATION DESCRIPTION
 HD0621
 HD0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0621'3.3 MI N FROM BOLIVAR.
 HD0621'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK
 HD0621'COUNTY, ALONG STATE HIGHWAY NO. 64, THENCE 2.6 MILES NORTH ALONG
 HD0621'COUNTY HIGHWAY D, TO SITE OF MARK ON TOP OF THE SOUTHEAST CONCRETE
 HD0621'WINGWALL OF THE HIGHWAY BRIDGE OVER PIPER CREEK, 15.0 FEET EAST
 HD0621'AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.  A BRONZE DISK,
 HD0621'STAMPED C 178 1945 AND SET IN A DRILL HOLE IN CONCRETE.
 HD0621
 HD0621                          STATION RECOVERY (2001)
 HD0621
 HD0621'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (CMC)
 HD0621'NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0589 ***********************************************************************
 HD0589  DESIGNATION -  C 179
 HD0589  PID         -  HD0589
 HD0589  STATE/COUNTY-  MO/HICKORY
 HD0589  USGS QUAD   -  WHEATLAND (1982)
 HD0589
 HD0589                         *CURRENT SURVEY CONTROL
 HD0589  ___________________________________________________________________
 HD0589* NAD 83(1986)-  37 52 58.     (N)    093 22 32.     (W)     SCALED    
 HD0589* NAVD 88     -       299.424  (meters)     982.36   (feet)  ADJUSTED  
 HD0589  ___________________________________________________________________
 HD0589  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HD0589  DYNAMIC HT  -         299.201 (meters)     981.63  (feet)  COMP
 HD0589  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 HD0589
 HD0589  VERT ORDER  -  SECOND    CLASS 0
 HD0589
 HD0589.The horizontal coordinates were scaled from a topographic map and have
 HD0589.an estimated accuracy of +/- 6 seconds.
 HD0589
 HD0589.The orthometric height was determined by differential leveling
 HD0589.and adjusted by the National Geodetic Survey in June 1991..
 HD0589
 HD0589.The geoid height was determined by GEOID03.
 HD0589
 HD0589.The dynamic height is computed by dividing the NAVD 88
 HD0589.geopotential number by the normal gravity value computed on the
 HD0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0589.degrees latitude (g = 980.6199 gals.).
 HD0589
 HD0589.The modeled gravity was interpolated from observed gravity values.
 HD0589
 HD0589;                    North         East    Units  Estimated Accuracy
 HD0589;SPC MO C     -   227,780.      422,980.      MT  (+/- 180 meters Scaled)
 HD0589
 HD0589                          SUPERSEDED SURVEY CONTROL
 HD0589
 HD0589  NGVD 29 (??/??/92)  299.313  (m)          982.00   (f) ADJ UNCH    2 0
 HD0589
 HD0589.Superseded values are not recommended for survey control.
 HD0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0589.See file dsdata.txt to determine how the superseded data were derived.
 HD0589
 HD0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB669928(NAD 83)
 HD0589_MARKER: DB = BENCH MARK DISK
 HD0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0589_STAMPING: C 179 1945
 HD0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0589+STABILITY: SURFACE MOTION
 HD0589
 HD0589  HISTORY     - Date     Condition        Report By
 HD0589  HISTORY     - 1945     MONUMENTED       CGS
 HD0589
 HD0589                          STATION DESCRIPTION
 HD0589
 HD0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0589'4.8 MI NE FROM ELKTON.
 HD0589'1.5 MILES NORTH FROM THE CHRISTIAN CHURCH AT ELKTON, HICKORY COUNTY,
 HD0589'ALONG STATE HIGHWAY 83, THENCE 0.2 MILE EAST ALONG A DIRT ROAD,
 HD0589'0.3 MILE SOUTH ALONG A DIRT ROAD, 1.8 MILE EAST ALONG A DIRT ROAD,
 HD0589'1.0 MILE NORTH ALONG ANOTHER DIRT ROAD TO SITE OF MARK, 38.0 FEET
 HD0589'NORTH OF THE NORTHWEST CORNER OF A FARMHOUSE YARD, 54.0 FEET
 HD0589'NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, 60.0 FEET
 HD0589'EAST, AND 1.5 FEET LOWER THAN THE CENTERLINE OF THE ROAD, 40.0
 HD0589'FEET SOUTH OF A FENCE CORNER, 1.0 FOOT WEST OF A FENCE AND 1.0
 HD0589'FOOT SOUTH OF A 4-BY-4 INCH MARKER POST.  A BRONZE DISK, STAMPED
 HD0589'C 179 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HD0589'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0329 ***********************************************************************
 LE0329  DESIGNATION -  C 18
 LE0329  PID         -  LE0329
 LE0329  STATE/COUNTY-  MO/GRUNDY
 LE0329  USGS QUAD   -  BRIMSON (1984)
 LE0329
 LE0329                         *CURRENT SURVEY CONTROL
 LE0329  ___________________________________________________________________
 LE0329* NAD 83(1986)-  40 07 37.     (N)    093 40 51.     (W)     SCALED    
 LE0329* NAVD 88     -       231.690  (meters)     760.14   (feet)  ADJUSTED  
 LE0329  ___________________________________________________________________
 LE0329  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LE0329  DYNAMIC HT  -         231.566 (meters)     759.73  (feet)  COMP
 LE0329  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 LE0329
 LE0329  VERT ORDER  -  FIRST     CLASS II
 LE0329
 LE0329.The horizontal coordinates were scaled from a topographic map and have
 LE0329.an estimated accuracy of +/- 6 seconds.
 LE0329
 LE0329.The orthometric height was determined by differential leveling
 LE0329.and adjusted by the National Geodetic Survey in June 1991..
 LE0329
 LE0329.The geoid height was determined by GEOID03.
 LE0329
 LE0329.The dynamic height is computed by dividing the NAVD 88
 LE0329.geopotential number by the normal gravity value computed on the
 LE0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0329.degrees latitude (g = 980.6199 gals.).
 LE0329
 LE0329.The modeled gravity was interpolated from observed gravity values.
 LE0329
 LE0329;                    North         East    Units  Estimated Accuracy
 LE0329;SPC MO C     -   477,210.      399,360.      MT  (+/- 180 meters Scaled)
 LE0329
 LE0329                          SUPERSEDED SURVEY CONTROL
 LE0329
 LE0329  NGVD 29 (??/??/92)  231.653  (m)          760.01   (f) ADJ UNCH    1 2
 LE0329
 LE0329.Superseded values are not recommended for survey control.
 LE0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0329.See file dsdata.txt to determine how the superseded data were derived.
 LE0329
 LE0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE419420(NAD 83)
 LE0329_MARKER: DB = BENCH MARK DISK
 LE0329_SETTING: 0 = UNSPECIFIED SETTING
 LE0329_STAMPING: C 18 1933
 LE0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0329
 LE0329  HISTORY     - Date     Condition        Report By
 LE0329  HISTORY     - 1933     MONUMENTED       CGS
 LE0329  HISTORY     - 1966     GOOD             NGS
 LE0329
 LE0329                          STATION DESCRIPTION
 LE0329
 LE0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LE0329'1 MI W FROM PARKERTON.
 LE0329'THIS MARK RECOVERED ON LAND OWNED BY MR. D.S. LOUDERBACK, ABOUT
 LE0329'0.5 MILE SOUTH OF HIS FARM HOME, NEAR THE CENTER OF SEC. 35,
 LE0329'T 62 N., R. 25 W., IN THE EAST EDGE OF TIMBER, 30 FEET NORTH OF THE
 LE0329'OLD RAILROAD GRADE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0158 ***********************************************************************
 GF0158  DESIGNATION -  C 18
 GF0158  PID         -  GF0158
 GF0158  STATE/COUNTY-  MO/TANEY
 GF0158  USGS QUAD   -  BRADLEYVILLE (1982)
 GF0158
 GF0158                         *CURRENT SURVEY CONTROL
 GF0158  ___________________________________________________________________
 GF0158* NAD 83(1986)-  36 46 51.     (N)    092 57 30.     (W)     SCALED    
 GF0158* NAVD 88     -       274.716  (meters)     901.30   (feet)  ADJUSTED  
 GF0158  ___________________________________________________________________
 GF0158  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GF0158  DYNAMIC HT  -         274.488 (meters)     900.55  (feet)  COMP
 GF0158  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 GF0158
 GF0158  VERT ORDER  -  SECOND    CLASS 0
 GF0158
 GF0158.The horizontal coordinates were scaled from a topographic map and have
 GF0158.an estimated accuracy of +/- 6 seconds.
 GF0158
 GF0158.The orthometric height was determined by differential leveling
 GF0158.and adjusted by the National Geodetic Survey in June 1991..
 GF0158
 GF0158.The geoid height was determined by GEOID03.
 GF0158
 GF0158.The dynamic height is computed by dividing the NAVD 88
 GF0158.geopotential number by the normal gravity value computed on the
 GF0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0158.degrees latitude (g = 980.6199 gals.).
 GF0158
 GF0158.The modeled gravity was interpolated from observed gravity values.
 GF0158
 GF0158;                    North         East    Units  Estimated Accuracy
 GF0158;SPC MO C     -   105,230.      459,090.      MT  (+/- 180 meters Scaled)
 GF0158
 GF0158                          SUPERSEDED SURVEY CONTROL
 GF0158
 GF0158  NGVD 29 (??/??/92)  274.584  (m)          900.86   (f) ADJ UNCH    2 0
 GF0158
 GF0158.Superseded values are not recommended for survey control.
 GF0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0158.See file dsdata.txt to determine how the superseded data were derived.
 GF0158
 GF0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA037705(NAD 83)
 GF0158_MARKER: DD = SURVEY DISK
 GF0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0158_STAMPING: TT C 18 1934
 GF0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0158+STABILITY: SURFACE MOTION
 GF0158
 GF0158  HISTORY     - Date     Condition        Report By
 GF0158  HISTORY     - 1934     MONUMENTED       USGS
 GF0158
 GF0158                          STATION DESCRIPTION
 GF0158
 GF0158'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GF0158'3.2 MI SW FROM BRADLEYVILLE.
 GF0158'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 76 FROM THE JUNCTION
 GF0158'WITH COUNTY HIGHWAY A AT BRADLEYVILLE, TANEY COUNTY, 265 FEET
 GF0158'EAST OF BRIDGE S 598, 33.5 FEET NORTH OF THE CENTERLINE OF THE
 GF0158'HIGHWAY, AND 6 FEET EAST OF A BLAZED OAK TREE MARKED WITH THE
 GF0158'PAINTED LETTERS P.B.M.  A UNITED STATES GEOLOGICAL SURVEY
 GF0158'STANDARD DISK, STAMPED TT C 18 1934 AND SET IN THE TOP OF A
 GF0158'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1334 ***********************************************************************
 JD1334  DESIGNATION -  C 180
 JD1334  PID         -  JD1334
 JD1334  STATE/COUNTY-  MO/BENTON
 JD1334  USGS QUAD   -  FRISTOE (1982)
 JD1334
 JD1334                         *CURRENT SURVEY CONTROL
 JD1334  ___________________________________________________________________
 JD1334* NAD 83(1986)-  38 06 02.     (N)    093 21 20.     (W)     SCALED    
 JD1334* NAVD 88     -       238.501  (meters)     782.48   (feet)  ADJUSTED  
 JD1334  ___________________________________________________________________
 JD1334  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JD1334  DYNAMIC HT  -         238.329 (meters)     781.92  (feet)  COMP
 JD1334  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 JD1334
 JD1334  VERT ORDER  -  SECOND    CLASS 0
 JD1334
 JD1334.The horizontal coordinates were scaled from a topographic map and have
 JD1334.an estimated accuracy of +/- 6 seconds.
 JD1334
 JD1334.The orthometric height was determined by differential leveling
 JD1334.and adjusted by the National Geodetic Survey in June 1991..
 JD1334
 JD1334.The geoid height was determined by GEOID03.
 JD1334
 JD1334.The dynamic height is computed by dividing the NAVD 88
 JD1334.geopotential number by the normal gravity value computed on the
 JD1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1334.degrees latitude (g = 980.6199 gals.).
 JD1334
 JD1334.The modeled gravity was interpolated from observed gravity values.
 JD1334
 JD1334;                    North         East    Units  Estimated Accuracy
 JD1334;SPC MO C     -   251,940.      424,960.      MT  (+/- 180 meters Scaled)
 JD1334
 JD1334                          SUPERSEDED SURVEY CONTROL
 JD1334
 JD1334  NGVD 29 (??/??/92)  238.385  (m)          782.10   (f) ADJ UNCH    2 0
 JD1334
 JD1334.Superseded values are not recommended for survey control.
 JD1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1334.See file dsdata.txt to determine how the superseded data were derived.
 JD1334
 JD1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC688170(NAD 83)
 JD1334_MARKER: DB = BENCH MARK DISK
 JD1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1334_STAMPING: C 180 1945
 JD1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1334+STABILITY: SURFACE MOTION
 JD1334
 JD1334  HISTORY     - Date     Condition        Report By
 JD1334  HISTORY     - 1945     MONUMENTED       CGS
 JD1334
 JD1334                          STATION DESCRIPTION
 JD1334
 JD1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JD1334'12 MI N FROM WHEATLAND.
 JD1334'TO REACH FROM THE POST OFFICE AT WHEATLAND, GO 1 BLOCK EAST, AND
 JD1334'9.5 MILES NORTH ALONG HICKORY COUNTY HIGHWAY B, 2.5 MILES NORTH
 JD1334'ALONG A GRAVELED ROAD TO SITE OF MARK, 121 FEET SOUTH OF THE
 JD1334'CENTERLINE OF A FARMHOUSE DRIVE LEADING WEST, 111 FEET SOUTH
 JD1334'OF A FENCE CORNER, 32 FEET WEST AND LEVEL WITH THE CENTERLINE
 JD1334'OF THE ROAD, 1 FOOT EAST OF A FENCE AND 1 FOOT NORTH OF A
 JD1334'4-BY-4 INCH MARKER.  A IRON DISK STAMPED C 180 1945 AND SET IN
 JD1334'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 JD1334'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0634 ***********************************************************************
 HD0634  DESIGNATION -  C 181
 HD0634  PID         -  HD0634
 HD0634  STATE/COUNTY-  MO/HICKORY
 HD0634  USGS QUAD   -  PRESTON (1972)
 HD0634
 HD0634                         *CURRENT SURVEY CONTROL
 HD0634  ___________________________________________________________________
 HD0634* NAD 83(1986)-  37 56 27.     (N)    093 13 59.     (W)     SCALED    
 HD0634* NAVD 88     -       308.420  (meters)    1011.87   (feet)  ADJUSTED  
 HD0634  ___________________________________________________________________
 HD0634  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HD0634  DYNAMIC HT  -         308.192 (meters)    1011.13  (feet)  COMP
 HD0634  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 HD0634
 HD0634  VERT ORDER  -  SECOND    CLASS 0
 HD0634
 HD0634.The horizontal coordinates were scaled from a topographic map and have
 HD0634.an estimated accuracy of +/- 6 seconds.
 HD0634
 HD0634.The orthometric height was determined by differential leveling
 HD0634.and adjusted by the National Geodetic Survey in June 1991..
 HD0634
 HD0634.The geoid height was determined by GEOID03.
 HD0634
 HD0634.The dynamic height is computed by dividing the NAVD 88
 HD0634.geopotential number by the normal gravity value computed on the
 HD0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0634.degrees latitude (g = 980.6199 gals.).
 HD0634
 HD0634.The modeled gravity was interpolated from observed gravity values.
 HD0634
 HD0634;                    North         East    Units  Estimated Accuracy
 HD0634;SPC MO C     -   234,120.      435,570.      MT  (+/- 180 meters Scaled)
 HD0634
 HD0634                          SUPERSEDED SURVEY CONTROL
 HD0634
 HD0634  NGVD 29 (??/??/92)  308.306  (m)         1011.50   (f) ADJ UNCH    2 0
 HD0634
 HD0634.Superseded values are not recommended for survey control.
 HD0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0634.See file dsdata.txt to determine how the superseded data were derived.
 HD0634
 HD0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB795992(NAD 83)
 HD0634_MARKER: DB = BENCH MARK DISK
 HD0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0634_SP_SET: CULVERT
 HD0634_STAMPING: C 181 1945
 HD0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0634
 HD0634  HISTORY     - Date     Condition        Report By
 HD0634  HISTORY     - 1945     MONUMENTED       CGS
 HD0634
 HD0634                          STATION DESCRIPTION
 HD0634
 HD0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0634'1.1 MI W FROM PRESTON.
 HD0634'1.1 MILES WEST FROM THE M P CHURCH AT PRESTON, HICKORY COUNTY,
 HD0634'ALONG U.S. HIGHWAY NO. 54, 0.2 MILE EAST OF A FARMHOUSE, 20 FEET
 HD0634'NORTH AND 0.5 FOOT LOWER THAN THE CENTERLINE OF THE HIGHWAY ON
 HD0634'TOP OF THE WEST END OF THE NORTH HEADWALL OF A 3-BY-4-INCH
 HD0634'CONCRETE CULVERT.  AN IRON DISK, STAMPED C 181 1945 AND SET IN
 HD0634'A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0138 ***********************************************************************
 JE0138  DESIGNATION -  C 182
 JE0138  PID         -  JE0138
 JE0138  STATE/COUNTY-  MO/CASS
 JE0138  USGS QUAD   -  GARDEN CITY (1954)
 JE0138
 JE0138                         *CURRENT SURVEY CONTROL
 JE0138  ___________________________________________________________________
 JE0138* NAD 83(1986)-  38 34 18.     (N)    094 12 10.     (W)     SCALED    
 JE0138* NAVD 88     -       272.807  (meters)     895.03   (feet)  ADJUSTED  
 JE0138  ___________________________________________________________________
 JE0138  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0138  DYNAMIC HT  -         272.620 (meters)     894.42  (feet)  COMP
 JE0138  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 JE0138
 JE0138  VERT ORDER  -  SECOND    CLASS 0
 JE0138
 JE0138.The horizontal coordinates were scaled from a topographic map and have
 JE0138.an estimated accuracy of +/- 6 seconds.
 JE0138
 JE0138.The orthometric height was determined by differential leveling
 JE0138.and adjusted by the National Geodetic Survey in June 1991..
 JE0138
 JE0138.The geoid height was determined by GEOID03.
 JE0138
 JE0138.The dynamic height is computed by dividing the NAVD 88
 JE0138.geopotential number by the normal gravity value computed on the
 JE0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0138.degrees latitude (g = 980.6199 gals.).
 JE0138
 JE0138.The modeled gravity was interpolated from observed gravity values.
 JE0138
 JE0138;                    North         East    Units  Estimated Accuracy
 JE0138;SPC MO W     -   266,940.      875,900.      MT  (+/- 180 meters Scaled)
 JE0138
 JE0138                          SUPERSEDED SURVEY CONTROL
 JE0138
 JE0138  NGVD 29 (??/??/92)  272.672  (m)          894.59   (f) ADJ UNCH    2 0
 JE0138
 JE0138.Superseded values are not recommended for survey control.
 JE0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0138.See file dsdata.txt to determine how the superseded data were derived.
 JE0138
 JE0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC952699(NAD 83)
 JE0138_MARKER: DB = BENCH MARK DISK
 JE0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0138_SP_SET: CULVERT
 JE0138_STAMPING: C 182 1945
 JE0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0138
 JE0138  HISTORY     - Date     Condition        Report By
 JE0138  HISTORY     - 1945     MONUMENTED       CGS
 JE0138  HISTORY     - 1963     GOOD             NGS
 JE0138  HISTORY     - 1981     GOOD             NGS
 JE0138  HISTORY     - 20060526 GOOD             INDIV
 JE0138
 JE0138                          STATION DESCRIPTION
 JE0138
 JE0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0138'0.9 MI NW FROM GARDEN CITY.
 JE0138'ABOUT 0.2 MILES NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0138'SCHOOL AT GARDEN CITY, THENCE 0.7 MILE NORTHWEST ALONG STATE
 JE0138'HIGHWAY 7, 0.25 MILE SOUTHEAST OF THE ABC CHICKEN HATCHERY,
 JE0138'0.1 MILE NORTHWEST OF A ROAD INTERSECTION, 18 FEET SOUTHWEST
 JE0138'OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY
 JE0138'AND SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 JE0138'HEADWALL OF A BOX CULVERT.
 JE0138
 JE0138                          STATION RECOVERY (1981)
 JE0138
 JE0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0138'RECOVERED IN GOOD CONDITION.
 JE0138
 JE0138                          STATION RECOVERY (2006)
 JE0138
 JE0138'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0097 ***********************************************************************
 JE0097  DESIGNATION -  C 183
 JE0097  PID         -  JE0097
 JE0097  STATE/COUNTY-  MO/CASS
 JE0097  USGS QUAD   -  STRASBURG (1990)
 JE0097
 JE0097                         *CURRENT SURVEY CONTROL
 JE0097  ___________________________________________________________________
 JE0097* NAD 83(1986)-  38 46 07.     (N)    094 12 25.     (W)     SCALED    
 JE0097* NAVD 88     -       274.888  (meters)     901.86   (feet)  ADJUSTED  
 JE0097  ___________________________________________________________________
 JE0097  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JE0097  DYNAMIC HT  -         274.703 (meters)     901.25  (feet)  COMP
 JE0097  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 JE0097
 JE0097  VERT ORDER  -  FIRST     CLASS II
 JE0097
 JE0097.The horizontal coordinates were scaled from a topographic map and have
 JE0097.an estimated accuracy of +/- 6 seconds.
 JE0097
 JE0097.The orthometric height was determined by differential leveling
 JE0097.and adjusted by the National Geodetic Survey in June 1991..
 JE0097
 JE0097.The geoid height was determined by GEOID03.
 JE0097
 JE0097.The dynamic height is computed by dividing the NAVD 88
 JE0097.geopotential number by the normal gravity value computed on the
 JE0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0097.degrees latitude (g = 980.6199 gals.).
 JE0097
 JE0097.The modeled gravity was interpolated from observed gravity values.
 JE0097
 JE0097;                    North         East    Units  Estimated Accuracy
 JE0097;SPC MO W     -   288,800.      875,470.      MT  (+/- 180 meters Scaled)
 JE0097
 JE0097                          SUPERSEDED SURVEY CONTROL
 JE0097
 JE0097  NGVD 29 (??/??/92)  274.787  (m)          901.53   (f) ADJ UNCH    1 2
 JE0097
 JE0097.Superseded values are not recommended for survey control.
 JE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0097.See file dsdata.txt to determine how the superseded data were derived.
 JE0097
 JE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC951917(NAD 83)
 JE0097_MARKER: DB = BENCH MARK DISK
 JE0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0097_STAMPING: C 183 1945
 JE0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0097+STABILITY: SURFACE MOTION
 JE0097
 JE0097  HISTORY     - Date     Condition        Report By
 JE0097  HISTORY     - 1945     MONUMENTED       CGS
 JE0097  HISTORY     - 1963     GOOD             NGS
 JE0097  HISTORY     - 1981     MARK NOT FOUND   NGS
 JE0097
 JE0097                          STATION DESCRIPTION
 JE0097
 JE0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0097'3.9 MI E FROM PLEASANT HILL.
 JE0097'ABOUT 3.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0097'THE STATION AT PLEASANT HILL, UNDER A POWER LINE AND BETWEEN
 JE0097'THE HIGHWAY AND THE TRACK, 35 FEET SOUTH OF THE SOUTH RAIL,
 JE0097'44 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 58, 6 FEET
 JE0097'WEST OF A POWER POLE, 1.5 FEET NORTHEAST OF A WITNESS POST,
 JE0097'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JE0097'POST PROJECTING 0.4 FOOT.
 JE0097
 JE0097                          STATION RECOVERY (1981)
 JE0097
 JE0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1820 ***********************************************************************
 JD1820  DESIGNATION -  C 184
 JD1820  PID         -  JD1820
 JD1820  STATE/COUNTY-  MO/JOHNSON
 JD1820  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD1820
 JD1820                         *CURRENT SURVEY CONTROL
 JD1820  ___________________________________________________________________
 JD1820* NAD 83(1986)-  38 45 11.     (N)    093 48 07.     (W)     SCALED    
 JD1820* NAVD 88     -       235.435  (meters)     772.42   (feet)  ADJUSTED  
 JD1820  ___________________________________________________________________
 JD1820  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1820  DYNAMIC HT  -         235.274 (meters)     771.89  (feet)  COMP
 JD1820  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 JD1820
 JD1820  VERT ORDER  -  FIRST     CLASS II
 JD1820
 JD1820.The horizontal coordinates were scaled from a topographic map and have
 JD1820.an estimated accuracy of +/- 6 seconds.
 JD1820
 JD1820.The orthometric height was determined by differential leveling
 JD1820.and adjusted by the National Geodetic Survey in June 1991..
 JD1820
 JD1820.The geoid height was determined by GEOID03.
 JD1820
 JD1820.The dynamic height is computed by dividing the NAVD 88
 JD1820.geopotential number by the normal gravity value computed on the
 JD1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1820.degrees latitude (g = 980.6199 gals.).
 JD1820
 JD1820.The modeled gravity was interpolated from observed gravity values.
 JD1820
 JD1820;                    North         East    Units  Estimated Accuracy
 JD1820;SPC MO W     -   287,270.      910,680.      MT  (+/- 180 meters Scaled)
 JD1820
 JD1820                          SUPERSEDED SURVEY CONTROL
 JD1820
 JD1820  NGVD 29 (??/??/92)  235.334  (m)          772.09   (f) ADJ UNCH    1 2
 JD1820
 JD1820.Superseded values are not recommended for survey control.
 JD1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1820.See file dsdata.txt to determine how the superseded data were derived.
 JD1820
 JD1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC303896(NAD 83)
 JD1820_MARKER: DB = BENCH MARK DISK
 JD1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1820_STAMPING: C 184 1945
 JD1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1820+STABILITY: SURFACE MOTION
 JD1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD1820+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JD1820
 JD1820  HISTORY     - Date     Condition        Report By
 JD1820  HISTORY     - 1945     MONUMENTED       CGS
 JD1820  HISTORY     - 1963     GOOD             NGS
 JD1820  HISTORY     - 20050901 GOOD             INDIV
 JD1820
 JD1820                          STATION DESCRIPTION
 JD1820
 JD1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1820'3.5 MI W FROM WARRENSBURG.
 JD1820'ABOUT 3.5 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1820'STATION AT WARRENSBURG, NEAR A ROAD CROSSING, 150 FEET EAST OF
 JD1820'MILEPOLE 222, 101 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 JD1820'BRICK FARMHOUSE, 40 FEET SOUTH OF THE SOUTH RAIL, 40 FEET EAST
 JD1820'OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTHWEST OF A TELEGRAPH
 JD1820'POLE, 1 FOOT NORTH OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST,
 JD1820'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JD1820'POST PROJECTING 0.4 FOOT.
 JD1820
 JD1820                          STATION RECOVERY (2005)
 JD1820
 JD1820'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD1820'THE TELEGRAPH POLE AND FENCE HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2207 ***********************************************************************
 JD2207  DESIGNATION -  C 185
 JD2207  PID         -  JD2207
 JD2207  STATE/COUNTY-  MO/JOHNSON
 JD2207  USGS QUAD   -  BURTVILLE (1955)
 JD2207
 JD2207                         *CURRENT SURVEY CONTROL
 JD2207  ___________________________________________________________________
 JD2207* NAD 83(1986)-  38 43 54.     (N)    093 33 37.     (W)     SCALED    
 JD2207* NAVD 88     -       254.701  (meters)     835.63   (feet)  ADJUSTED  
 JD2207  ___________________________________________________________________
 JD2207  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2207  DYNAMIC HT  -         254.527 (meters)     835.06  (feet)  COMP
 JD2207  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 JD2207
 JD2207  VERT ORDER  -  FIRST     CLASS II
 JD2207
 JD2207.The horizontal coordinates were scaled from a topographic map and have
 JD2207.an estimated accuracy of +/- 6 seconds.
 JD2207
 JD2207.The orthometric height was determined by differential leveling
 JD2207.and adjusted by the National Geodetic Survey in June 1991..
 JD2207
 JD2207.The geoid height was determined by GEOID03.
 JD2207
 JD2207.The dynamic height is computed by dividing the NAVD 88
 JD2207.geopotential number by the normal gravity value computed on the
 JD2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2207.degrees latitude (g = 980.6199 gals.).
 JD2207
 JD2207.The modeled gravity was interpolated from observed gravity values.
 JD2207
 JD2207;                    North         East    Units  Estimated Accuracy
 JD2207;SPC MO W     -   285,080.      931,710.      MT  (+/- 180 meters Scaled)
 JD2207
 JD2207                          SUPERSEDED SURVEY CONTROL
 JD2207
 JD2207  NGVD 29 (??/??/92)  254.604  (m)          835.31   (f) ADJ UNCH    1 2
 JD2207
 JD2207.Superseded values are not recommended for survey control.
 JD2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2207.See file dsdata.txt to determine how the superseded data were derived.
 JD2207
 JD2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC513871(NAD 83)
 JD2207_MARKER: DB = BENCH MARK DISK
 JD2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2207_STAMPING: C 185 1945
 JD2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2207+STABILITY: SURFACE MOTION
 JD2207
 JD2207  HISTORY     - Date     Condition        Report By
 JD2207  HISTORY     - 1945     MONUMENTED       CGS
 JD2207  HISTORY     - 1963     GOOD             NGS
 JD2207
 JD2207                          STATION DESCRIPTION
 JD2207
 JD2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2207'2.6 MI S FROM KNOB NOSTER.
 JD2207'ABOUT 1.9 MILES SOUTH ALONG STATE ROAD J FROM THE POST OFFICE
 JD2207'AT KNOB NOSTER, THENCE 0.5 MILE SOUTH ALONG ARNOLD AVENUE, THENCE
 JD2207'0.1 MILE EAST ALONG SECOND STREET, IN S 33, R 24 W, T 46 N, ON
 JD2207'THE EAST LAWN OF HANGAR 10 AT WHITEMAN AIR FORCE BASE, 121 FEET
 JD2207'SOUTHEAST OF THE NORTHEAST CORNER OF THE HANGAR, 126 FEET
 JD2207'NORTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR, 9.7 FEET NORTH
 JD2207'OF THE NORTH EDGE OF THE CENTER ONE OF THREE CONCRETE WALKS, 4.5
 JD2207'FEET NORTHEAST OF A FIRE HYDRANT, 3.5 FEET WEST OF THE WEST
 JD2207'EDGE OF A PAVED DRIVEWAY, ABOUT LEVEL WITH THE DRIVEWAY, AND SET
 JD2207'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0640 ***********************************************************************
 JD0640  DESIGNATION -  C 186
 JD0640  PID         -  JD0640
 JD0640  STATE/COUNTY-  MO/MORGAN
 JD0640  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0640
 JD0640                         *CURRENT SURVEY CONTROL
 JD0640  ___________________________________________________________________
 JD0640* NAD 83(1986)-  38 41 12.     (N)    093 02 04.     (W)     SCALED    
 JD0640* NAVD 88     -       257.017  (meters)     843.23   (feet)  POSTED    
 JD0640  ___________________________________________________________________
 JD0640  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0640  DYNAMIC HT  -         256.840 (meters)     842.65  (feet)  COMP
 JD0640  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 JD0640
 JD0640  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JD0640
 JD0640.The horizontal coordinates were scaled from a topographic map and have
 JD0640.an estimated accuracy of +/- 6 seconds.
 JD0640
 JD0640.The orthometric height was determined by differential leveling
 JD0640.and adjusted by the National Geodetic Survey in 1992..
 JD0640.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JD0640.rate of 0.0 thru 1.0 mm/km.
 JD0640
 JD0640.The geoid height was determined by GEOID03.
 JD0640
 JD0640.The dynamic height is computed by dividing the NAVD 88
 JD0640.geopotential number by the normal gravity value computed on the
 JD0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0640.degrees latitude (g = 980.6199 gals.).
 JD0640
 JD0640.The modeled gravity was interpolated from observed gravity values.
 JD0640
 JD0640;                    North         East    Units  Estimated Accuracy
 JD0640;SPC MO C     -   316,790.      453,500.      MT  (+/- 180 meters Scaled)
 JD0640
 JD0640                          SUPERSEDED SURVEY CONTROL
 JD0640
 JD0640  NGVD 29 (??/??/92)  256.930  (m)          842.94   (f) ADJ UNCH    1 2
 JD0640
 JD0640.Superseded values are not recommended for survey control.
 JD0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0640.See file dsdata.txt to determine how the superseded data were derived.
 JD0640
 JD0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC970820(NAD 83)
 JD0640_MARKER: DB = BENCH MARK DISK
 JD0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0640_STAMPING: C 186 1945
 JD0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0640+STABILITY: SURFACE MOTION
 JD0640
 JD0640  HISTORY     - Date     Condition        Report By
 JD0640  HISTORY     - 1945     MONUMENTED       CGS
 JD0640  HISTORY     - 1946     GOOD             NGS
 JD0640  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD0640
 JD0640                          STATION DESCRIPTION
 JD0640
 JD0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0640'2.1 MI W FROM OTTERVILLE.
 JD0640'ABOUT 2.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0640'THE STATION AT OTTERVILLE, 76 FEET NORTH OF AND ABOUT 8 FEET
 JD0640'HIGHER THAN THE CENTER LINE OF THE TRACKS, 64 FEET WEST OF THE
 JD0640'WEST END OF A STEEL GATE, 31 FEET EAST OF THE SOUTH END OF A
 JD0640'HEDGE ROW, 23 FEET NORTHEAST OF THE THIRD POLE EAST OF MILEPOST
 JD0640'NO. 178, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST
 JD0640'OF A 4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE
 JD0640'GROUND.  NOTE-- A NEW FENCE WAS PUT UP AND DITCH WIDENED.
 JD0640
 JD0640                          STATION RECOVERY (1963)
 JD0640
 JD0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0337 ***********************************************************************
 JD0337  DESIGNATION -  C 187
 JD0337  PID         -  JD0337
 JD0337  STATE/COUNTY-  MO/MONITEAU
 JD0337  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD0337
 JD0337                         *CURRENT SURVEY CONTROL
 JD0337  ___________________________________________________________________
 JD0337* NAD 83(1986)-  38 38 12.     (N)    092 35 18.     (W)     SCALED    
 JD0337* NAVD 88     -       268.296  (meters)     880.23   (feet)  ADJUSTED  
 JD0337  ___________________________________________________________________
 JD0337  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD0337  DYNAMIC HT  -         268.114 (meters)     879.64  (feet)  COMP
 JD0337  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 JD0337
 JD0337  VERT ORDER  -  FIRST     CLASS II
 JD0337
 JD0337.The horizontal coordinates were scaled from a topographic map and have
 JD0337.an estimated accuracy of +/- 6 seconds.
 JD0337
 JD0337.The orthometric height was determined by differential leveling
 JD0337.and adjusted by the National Geodetic Survey in June 1991..
 JD0337
 JD0337.The geoid height was determined by GEOID03.
 JD0337
 JD0337.The dynamic height is computed by dividing the NAVD 88
 JD0337.geopotential number by the normal gravity value computed on the
 JD0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0337.degrees latitude (g = 980.6199 gals.).
 JD0337
 JD0337.The modeled gravity was interpolated from observed gravity values.
 JD0337
 JD0337;                    North         East    Units  Estimated Accuracy
 JD0337;SPC MO C     -   311,100.      492,310.      MT  (+/- 180 meters Scaled)
 JD0337
 JD0337                          SUPERSEDED SURVEY CONTROL
 JD0337
 JD0337  NGVD 29 (??/??/92)  268.202  (m)          879.93   (f) ADJ UNCH    1 2
 JD0337
 JD0337.Superseded values are not recommended for survey control.
 JD0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0337.See file dsdata.txt to determine how the superseded data were derived.
 JD0337
 JD0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC358765(NAD 83)
 JD0337_MARKER: DB = BENCH MARK DISK
 JD0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0337_STAMPING: C 187 1945
 JD0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0337+STABILITY: SURFACE MOTION
 JD0337
 JD0337  HISTORY     - Date     Condition        Report By
 JD0337  HISTORY     - 1945     MONUMENTED       CGS
 JD0337  HISTORY     - 1963     GOOD             NGS
 JD0337
 JD0337                          STATION DESCRIPTION
 JD0337
 JD0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0337'1.4 MI W FROM CALIFORNIA.
 JD0337'ABOUT 1.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0337'THE STATION AT CALIFORNIA, 26 FEET EAST OF MILEPOLE 151-30,
 JD0337'37.5 FEET NORTH OF THE NORTH RAIL, 31.6 FEET SOUTH OF THE
 JD0337'CENTERLINE OF A GRAVELED ROAD, 0.9 FOOT WEST OF A METAL WITNESS
 JD0337'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 JD0337'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0006 ***********************************************************************
 JD0006  DESIGNATION -  C 188
 JD0006  PID         -  JD0006
 JD0006  STATE/COUNTY-  MO/COLE
 JD0006  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0006
 JD0006                         *CURRENT SURVEY CONTROL
 JD0006  ___________________________________________________________________
 JD0006* NAD 83(1986)-  38 36 51.     (N)    092 13 24.     (W)     SCALED    
 JD0006* NAVD 88     -       171.626  (meters)     563.08   (feet)  ADJUSTED  
 JD0006  ___________________________________________________________________
 JD0006  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JD0006  DYNAMIC HT  -         171.511 (meters)     562.70  (feet)  COMP
 JD0006  MODELED GRAV-     979,955.3   (mgal)                       NAVD 88
 JD0006
 JD0006  VERT ORDER  -  FIRST     CLASS II
 JD0006
 JD0006.The horizontal coordinates were scaled from a topographic map and have
 JD0006.an estimated accuracy of +/- 6 seconds.
 JD0006
 JD0006.The orthometric height was determined by differential leveling
 JD0006.and adjusted by the National Geodetic Survey in June 1991..
 JD0006
 JD0006.The geoid height was determined by GEOID03.
 JD0006
 JD0006.The dynamic height is computed by dividing the NAVD 88
 JD0006.geopotential number by the normal gravity value computed on the
 JD0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0006.degrees latitude (g = 980.6199 gals.).
 JD0006
 JD0006.The modeled gravity was interpolated from observed gravity values.
 JD0006
 JD0006;                    North         East    Units  Estimated Accuracy
 JD0006;SPC MO C     -   308,640.      524,100.      MT  (+/- 180 meters Scaled)
 JD0006
 JD0006                          SUPERSEDED SURVEY CONTROL
 JD0006
 JD0006  NGVD 29 (??/??/92)  171.547  (m)          562.82   (f) ADJ UNCH    1 2
 JD0006
 JD0006.Superseded values are not recommended for survey control.
 JD0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0006.See file dsdata.txt to determine how the superseded data were derived.
 JD0006
 JD0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC676742(NAD 83)
 JD0006_MARKER: DB = BENCH MARK DISK
 JD0006_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JD0006_SP_SET: ABUTMENT
 JD0006_STAMPING: C 188 1945
 JD0006_MARK LOGO: CGS   
 JD0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0006
 JD0006  HISTORY     - Date     Condition        Report By
 JD0006  HISTORY     - 1945     MONUMENTED       CGS
 JD0006  HISTORY     - 1963     GOOD             NGS
 JD0006  HISTORY     - 1986     GOOD             NGS
 JD0006
 JD0006                          STATION DESCRIPTION
 JD0006
 JD0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0006'AT COLE JUNCTION.
 JD0006'AT COLE JUNCTION, SET IN THE CENTER OF THE WEST CONCRETE ABUTMENT
 JD0006'OF MISSOURI PACIFIC RAILROAD BRIDGE NO. 1292, 5.4 FEET NORTH OF
 JD0006'THE NORTH RAIL, 5.0 FEET SOUTH OF THE SOUTH RAIL, 0.8 FOOT EAST
 JD0006'OF THE WEST EDGE OF THE ABUTMENT, AND ABOUT LEVEL WITH THE TRACK.
 JD0006
 JD0006                          STATION RECOVERY (1986)
 JD0006
 JD0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0006'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.9 KM (2.4 MI)
 JD0006'NORTHWESTERLY ALONG STATE HIGHWAY 179 FROM ITS JUNCTION WITH U.S.
 JD0006'HIGHWAY 50 IN JEFFERSON CITY, THENCE 0.3 KM (0.2 MI) EAST ALONG THE
 JD0006'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0703 ***********************************************************************
 JD0703  DESIGNATION -  C 189
 JD0703  PID         -  JD0703
 JD0703  STATE/COUNTY-  MO/SALINE
 JD0703  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0703
 JD0703                         *CURRENT SURVEY CONTROL
 JD0703  ___________________________________________________________________
 JD0703* NAD 83(1986)-  38 58 13.     (N)    093 28 41.     (W)     SCALED    
 JD0703* NAVD 88     -       224.224  (meters)     735.64   (feet)  ADJUSTED  
 JD0703  ___________________________________________________________________
 JD0703  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0703  DYNAMIC HT  -         224.080 (meters)     735.17  (feet)  COMP
 JD0703  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 JD0703
 JD0703  VERT ORDER  -  SECOND    CLASS 0
 JD0703
 JD0703.The horizontal coordinates were scaled from a topographic map and have
 JD0703.an estimated accuracy of +/- 6 seconds.
 JD0703
 JD0703.The orthometric height was determined by differential leveling
 JD0703.and adjusted by the National Geodetic Survey in June 1991..
 JD0703
 JD0703.The geoid height was determined by GEOID03.
 JD0703
 JD0703.The dynamic height is computed by dividing the NAVD 88
 JD0703.geopotential number by the normal gravity value computed on the
 JD0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0703.degrees latitude (g = 980.6199 gals.).
 JD0703
 JD0703.The modeled gravity was interpolated from observed gravity values.
 JD0703
 JD0703;                    North         East    Units  Estimated Accuracy
 JD0703;SPC MO C     -   348,590.      415,240.      MT  (+/- 180 meters Scaled)
 JD0703
 JD0703                          SUPERSEDED SURVEY CONTROL
 JD0703
 JD0703  NGVD 29 (??/??/92)  224.130  (m)          735.33   (f) ADJ UNCH    2 0
 JD0703
 JD0703.Superseded values are not recommended for survey control.
 JD0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0703.See file dsdata.txt to determine how the superseded data were derived.
 JD0703
 JD0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD585135(NAD 83)
 JD0703_MARKER: DB = BENCH MARK DISK
 JD0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0703_STAMPING: C 189 1946
 JD0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0703+STABILITY: SURFACE MOTION
 JD0703
 JD0703  HISTORY     - Date     Condition        Report By
 JD0703  HISTORY     - 1946     MONUMENTED       CGS
 JD0703  HISTORY     - 1962     GOOD             NGS
 JD0703
 JD0703                          STATION DESCRIPTION
 JD0703
 JD0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0703'3.5 MI W FROM SWEET SPRINGS.
 JD0703'ABOUT 3.5 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0703'THE STATION AT SWEET SPRINGS, AT A GRAVEL ROAD CROSSING, 2
 JD0703'POLES EAST OF MILEPOLE 215, 34.5 FEET NORTH OF THE NORTH RAIL,
 JD0703'24 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 9 FEET SOUTH
 JD0703'OF A FENCE, 1 FOOT SOUTH OF A WITNESS POST, ABOUT 4 FEET
 JD0703'BELOW THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0703'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0078 ***********************************************************************
 LF0078  DESIGNATION -  C 19
 LF0078  PID         -  LF0078
 LF0078  STATE/COUNTY-  MO/GENTRY
 LF0078  USGS QUAD   -  ALBANY SOUTH (1985)
 LF0078
 LF0078                         *CURRENT SURVEY CONTROL
 LF0078  ___________________________________________________________________
 LF0078* NAD 83(1986)-  40 11 50.     (N)    094 19 37.     (W)     SCALED    
 LF0078* NAVD 88     -       255.882  (meters)     839.51   (feet)  ADJUSTED  
 LF0078  ___________________________________________________________________
 LF0078  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LF0078  DYNAMIC HT  -         255.743 (meters)     839.05  (feet)  COMP
 LF0078  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 LF0078
 LF0078  VERT ORDER  -  FIRST     CLASS II
 LF0078
 LF0078.The horizontal coordinates were scaled from a topographic map and have
 LF0078.an estimated accuracy of +/- 6 seconds.
 LF0078
 LF0078.The orthometric height was determined by differential leveling
 LF0078.and adjusted by the National Geodetic Survey in June 1991..
 LF0078
 LF0078.The geoid height was determined by GEOID03.
 LF0078
 LF0078.The dynamic height is computed by dividing the NAVD 88
 LF0078.geopotential number by the normal gravity value computed on the
 LF0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0078.degrees latitude (g = 980.6199 gals.).
 LF0078
 LF0078.The modeled gravity was interpolated from observed gravity values.
 LF0078
 LF0078;                    North         East    Units  Estimated Accuracy
 LF0078;SPC MO W     -   447,380.      864,730.      MT  (+/- 180 meters Scaled)
 LF0078
 LF0078                          SUPERSEDED SURVEY CONTROL
 LF0078
 LF0078  NGVD 29 (??/??/92)  255.820  (m)          839.30   (f) ADJ UNCH    1 2
 LF0078
 LF0078.Superseded values are not recommended for survey control.
 LF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0078.See file dsdata.txt to determine how the superseded data were derived.
 LF0078
 LF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE870504(NAD 83)
 LF0078_MARKER: DB = BENCH MARK DISK
 LF0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0078_STAMPING: C 19 1933
 LF0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0078+STABILITY: SURFACE MOTION
 LF0078
 LF0078  HISTORY     - Date     Condition        Report By
 LF0078  HISTORY     - 1933     MONUMENTED       CGS
 LF0078  HISTORY     - 1960     MARK NOT FOUND   NGS
 LF0078
 LF0078                          STATION DESCRIPTION
 LF0078
 LF0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0078'AT EVONA.
 LF0078'AT EVONA, 3 RAILS EAST OF THE WABASH RAILWAY STATION, 25 POLES
 LF0078'WEST OF MILEPOST 282, 20 FEET NORTH OF THE TRACK, AND 1 FOOT
 LF0078'SOUTH OF A POINT 12 FEET WEST OF THE SOUTHWEST END OF A PRIVY.
 LF0078'A STANDARD DISK STAMPED C 19 1933 AND SET IN THE TOP OF A
 LF0078'CONCRETE POST.  NOTE-- THE MEASUREMENT IN THE DESCRIPTION POINTED
 LF0078'TO A LOCATION WHERE A RECENT FILL HAD BEEN MADE.  HOWEVER, THE
 LF0078'SECTION FORMAN FOR THE WABASH RAILROAD SAID HE KNEW THE MARK WAS
 LF0078'LOCATED A FEW FEET EAST OF WHERE THE MEASUREMENTS INDICATED.
 LF0078'THE MARK WAS NOT RECOVERED AFTER 1.5 HOURS OF SEARCHING IN THE
 LF0078'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0476 ***********************************************************************
 JD0476  DESIGNATION -  C 190
 JD0476  PID         -  JD0476
 JD0476  STATE/COUNTY-  MO/COOPER
 JD0476  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0476
 JD0476                         *CURRENT SURVEY CONTROL
 JD0476  ___________________________________________________________________
 JD0476* NAD 83(1986)-  38 54 14.     (N)    092 59 20.     (W)     SCALED    
 JD0476* NAVD 88     -       189.996  (meters)     623.35   (feet)  ADJUSTED  
 JD0476  ___________________________________________________________________
 JD0476  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0476  DYNAMIC HT  -         189.874 (meters)     622.94  (feet)  COMP
 JD0476  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 JD0476
 JD0476  VERT ORDER  -  SECOND    CLASS 0
 JD0476
 JD0476.The horizontal coordinates were scaled from a topographic map and have
 JD0476.an estimated accuracy of +/- 6 seconds.
 JD0476
 JD0476.The orthometric height was determined by differential leveling
 JD0476.and adjusted by the National Geodetic Survey in June 1991..
 JD0476
 JD0476.The geoid height was determined by GEOID03.
 JD0476
 JD0476.The dynamic height is computed by dividing the NAVD 88
 JD0476.geopotential number by the normal gravity value computed on the
 JD0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0476.degrees latitude (g = 980.6199 gals.).
 JD0476
 JD0476.The modeled gravity was interpolated from observed gravity values.
 JD0476
 JD0476;                    North         East    Units  Estimated Accuracy
 JD0476;SPC MO C     -   340,880.      457,600.      MT  (+/- 180 meters Scaled)
 JD0476
 JD0476                          SUPERSEDED SURVEY CONTROL
 JD0476
 JD0476  NGVD 29 (??/??/92)  189.89   (m)          623.0    (f) COMPUTED    2 0
 JD0476
 JD0476.Superseded values are not recommended for survey control.
 JD0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0476.See file dsdata.txt to determine how the superseded data were derived.
 JD0476
 JD0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD009061(NAD 83)
 JD0476_MARKER: DB = BENCH MARK DISK
 JD0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0476_STAMPING: C 190 1946
 JD0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0476+STABILITY: SURFACE MOTION
 JD0476
 JD0476  HISTORY     - Date     Condition        Report By
 JD0476  HISTORY     - 1946     MONUMENTED       CGS
 JD0476
 JD0476                          STATION DESCRIPTION
 JD0476
 JD0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JD0476'7.1 MI S FROM BLACKWATER.
 JD0476'ABOUT 3.0 MILES SOUTH ALONG COOPER COUNTY HIGHWAY K FROM THE
 JD0476'MISSOURI PACIFIC RAILROAD STATION AT BLACKWATER, THENCE 0.9
 JD0476'MILE EAST ALONG U.S. HIGHWAY NO. 40, THENCE 0.8 MILE SOUTH ALONG
 JD0476'A GRAVEL ROAD, THENCE 1.4 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 JD0476'THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, AND AT THE JUNCTION
 JD0476'WITH AN EAST-WEST ROAD, 15 FEET SOUTH OF AND ABOUT LEVEL WITH
 JD0476'THE CENTER LINE OF THE EAST-WEST ROAD, 2 FEET WEST OF A FENCE
 JD0476'CORNER, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST
 JD0476'OF A 4 IN X 4 IN MARKER POST AND ABOUT ON THE CENTER LINE OF THE
 JD0476'NORTH-SOUTH ROAD EXTENDED.  PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0477 ***********************************************************************
 JD0477  DESIGNATION -  C 190 RESET
 JD0477  PID         -  JD0477
 JD0477  STATE/COUNTY-  MO/COOPER
 JD0477  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0477
 JD0477                         *CURRENT SURVEY CONTROL
 JD0477  ___________________________________________________________________
 JD0477* NAD 83(1986)-  38 54 14.     (N)    092 59 20.     (W)     SCALED    
 JD0477* NAVD 88     -       189.883  (meters)     622.97   (feet)  ADJUSTED  
 JD0477  ___________________________________________________________________
 JD0477  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0477  DYNAMIC HT  -         189.761 (meters)     622.57  (feet)  COMP
 JD0477  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 JD0477
 JD0477  VERT ORDER  -  SECOND    CLASS 0
 JD0477
 JD0477.The horizontal coordinates were scaled from a topographic map and have
 JD0477.an estimated accuracy of +/- 6 seconds.
 JD0477
 JD0477.The orthometric height was determined by differential leveling
 JD0477.and adjusted by the National Geodetic Survey in June 1991..
 JD0477
 JD0477.The geoid height was determined by GEOID03.
 JD0477
 JD0477.The dynamic height is computed by dividing the NAVD 88
 JD0477.geopotential number by the normal gravity value computed on the
 JD0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0477.degrees latitude (g = 980.6199 gals.).
 JD0477
 JD0477.The modeled gravity was interpolated from observed gravity values.
 JD0477
 JD0477;                    North         East    Units  Estimated Accuracy
 JD0477;SPC MO C     -   340,880.      457,600.      MT  (+/- 180 meters Scaled)
 JD0477
 JD0477                          SUPERSEDED SURVEY CONTROL
 JD0477
 JD0477  NGVD 29 (??/??/92)  189.801  (m)          622.71   (f) ADJ UNCH    2 0
 JD0477
 JD0477.Superseded values are not recommended for survey control.
 JD0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0477.See file dsdata.txt to determine how the superseded data were derived.
 JD0477
 JD0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD009061(NAD 83)
 JD0477_MARKER: DB = BENCH MARK DISK
 JD0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0477_STAMPING: C 190 RESET 1957
 JD0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0477+STABILITY: SURFACE MOTION
 JD0477
 JD0477  HISTORY     - Date     Condition        Report By
 JD0477  HISTORY     - 1957     MONUMENTED       CGS
 JD0477  HISTORY     - 1963     GOOD             NGS
 JD0477
 JD0477                          STATION DESCRIPTION
 JD0477
 JD0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0477'7.1 MI NW FROM PILOT GROVE.
 JD0477'ABOUT 1.0 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE
 JD0477'MISSOURI KANSAS TEXAS RAILROAD STATION AT PILOT GROVE, THENCE
 JD0477'1.05 MILES WEST ALONG A GRADED ROAD, THENCE 1.65 MILES WEST ALONG
 JD0477'A TRACK ROAD, THENCE 1.7 MILES NORTH ALONG A GRADED ROAD, THENCE
 JD0477'1.7 MILES NORTHWEST ALONG A GRAVELED ROAD, 34.2 FEET SOUTHWEST
 JD0477'OF THE CENTER OF THE T-JUNCTION OF AN EAST-WEST ROAD, 32.5 FEET
 JD0477'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 5.0 FEET WEST
 JD0477'OF THE EXTENDED CENTERLINE OF THE ROAD LEADING NORTH, 2.8 FEET
 JD0477'EAST OF THE EAST END OF A GATE, 1.2 FEET NORTH OF A FENCE,
 JD0477'1.1 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD0477'EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0477'0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1555 ***********************************************************************
 JD1555  DESIGNATION -  C 191
 JD1555  PID         -  JD1555
 JD1555  STATE/COUNTY-  MO/HENRY
 JD1555  USGS QUAD   -  LEESVILLE (1981)
 JD1555
 JD1555                         *CURRENT SURVEY CONTROL
 JD1555  ___________________________________________________________________
 JD1555* NAD 83(1986)-  38 17 26.     (N)    093 34 47.     (W)     SCALED    
 JD1555* NAVD 88     -       256.990  (meters)     843.14   (feet)  ADJUSTED  
 JD1555  ___________________________________________________________________
 JD1555  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JD1555  DYNAMIC HT  -         256.810 (meters)     842.55  (feet)  COMP
 JD1555  MODELED GRAV-     979,921.4   (mgal)                       NAVD 88
 JD1555
 JD1555  VERT ORDER  -  SECOND    CLASS 0
 JD1555
 JD1555.The horizontal coordinates were scaled from a topographic map and have
 JD1555.an estimated accuracy of +/- 6 seconds.
 JD1555
 JD1555.The orthometric height was determined by differential leveling
 JD1555.and adjusted by the National Geodetic Survey in June 1991..
 JD1555
 JD1555.The geoid height was determined by GEOID03.
 JD1555
 JD1555.The dynamic height is computed by dividing the NAVD 88
 JD1555.geopotential number by the normal gravity value computed on the
 JD1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1555.degrees latitude (g = 980.6199 gals.).
 JD1555
 JD1555.The modeled gravity was interpolated from observed gravity values.
 JD1555
 JD1555;                    North         East    Units  Estimated Accuracy
 JD1555;SPC MO W     -   236,100.      930,510.      MT  (+/- 180 meters Scaled)
 JD1555
 JD1555                          SUPERSEDED SURVEY CONTROL
 JD1555
 JD1555  NGVD 29 (??/??/92)  256.862  (m)          842.72   (f) ADJ UNCH    2 0
 JD1555
 JD1555.Superseded values are not recommended for survey control.
 JD1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1555.See file dsdata.txt to determine how the superseded data were derived.
 JD1555
 JD1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC493382(NAD 83)
 JD1555_MARKER: DB = BENCH MARK DISK
 JD1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1555+STABILITY: SURFACE MOTION
 JD1555
 JD1555  HISTORY     - Date     Condition        Report By
 JD1555  HISTORY     - UNK      MONUMENTED       CGS
 JD1555  HISTORY     - 1945     GOOD             NGS
 JD1555
 JD1555                          STATION DESCRIPTION
 JD1555
 JD1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1555'3.1 MI SW FROM TIGHTWAD.
 JD1555'FROM THE SCHOOLHOUSE AT TIGHTWAD, 1.0 MILE ALONG HIGHWAY 35
 JD1555'TO A CROSSROAD, ALONG DIRT AND GRAVEL ROADS SOUTH 1.0 MILE, WEST
 JD1555'0.7 MILE, SOUTH 0.4 MILE TO THE TOP OF A HILL AND A FARMHOUSE
 JD1555'ON THE EAST SIDE OF THE ROAD, 0.1 MILE NORTH OF A CROSS ROAD.
 JD1555'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING
 JD1555'4 INCHES ABOVE GROUND, IN THE SOUTHWEST CORNER OF THE FARM YARD,
 JD1555'185 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE DWELLING,
 JD1555'130 FEET SOUTH OF THE ENTRANCE TO THE FARM, 21.5 FEET EAST OF
 JD1555'THE CENTERLINE OF THE ROAD, IN THE FENCE LINE, 11 FEET NORTH OF
 JD1555'A FENCE CORNER, 1.6 FEET SOUTH OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0183 ***********************************************************************
 HD0183  DESIGNATION -  C 192
 HD0183  PID         -  HD0183
 HD0183  STATE/COUNTY-  MO/PULASKI
 HD0183  USGS QUAD   -  WAYNESVILLE (1985)
 HD0183
 HD0183                         *CURRENT SURVEY CONTROL
 HD0183  ___________________________________________________________________
 HD0183* NAD 83(1986)-  37 49 39.     (N)    092 11 02.     (W)     SCALED    
 HD0183* NAVD 88     -       314.018  (meters)    1030.24   (feet)  ADJUSTED  
 HD0183  ___________________________________________________________________
 HD0183  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 HD0183  DYNAMIC HT  -         313.783 (meters)    1029.47  (feet)  COMP
 HD0183  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 HD0183
 HD0183  VERT ORDER  -  SECOND    CLASS 0
 HD0183
 HD0183.The horizontal coordinates were scaled from a topographic map and have
 HD0183.an estimated accuracy of +/- 6 seconds.
 HD0183
 HD0183.The orthometric height was determined by differential leveling
 HD0183.and adjusted by the National Geodetic Survey in June 1991..
 HD0183
 HD0183.The geoid height was determined by GEOID03.
 HD0183
 HD0183.The dynamic height is computed by dividing the NAVD 88
 HD0183.geopotential number by the normal gravity value computed on the
 HD0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0183.degrees latitude (g = 980.6199 gals.).
 HD0183
 HD0183.The modeled gravity was interpolated from observed gravity values.
 HD0183
 HD0183;                    North         East    Units  Estimated Accuracy
 HD0183;SPC MO C     -   221,330.      527,830.      MT  (+/- 180 meters Scaled)
 HD0183
 HD0183                          SUPERSEDED SURVEY CONTROL
 HD0183
 HD0183  NGVD 29 (??/??/92)  313.917  (m)         1029.91   (f) ADJ UNCH    2 0
 HD0183
 HD0183.Superseded values are not recommended for survey control.
 HD0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0183.See file dsdata.txt to determine how the superseded data were derived.
 HD0183
 HD0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB718869(NAD 83)
 HD0183_MARKER: DB = BENCH MARK DISK
 HD0183_SETTING: 66 = SET IN ROCK OUTCROP
 HD0183_SP_SET: ROCK OUTCROP
 HD0183_STAMPING: C 192 1945
 HD0183_MARK LOGO: GCS   
 HD0183_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0183+STABILITY: POSITION/ELEVATION WELL
 HD0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0183+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1993
 HD0183
 HD0183  HISTORY     - Date     Condition        Report By
 HD0183  HISTORY     - 1945     MONUMENTED       CGS
 HD0183  HISTORY     - 1946     GOOD             NGS
 HD0183  HISTORY     - 19931105 GOOD             MODNR
 HD0183
 HD0183                          STATION DESCRIPTION
 HD0183
 HD0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0183'1 MI E FROM WAYNESVILLE.
 HD0183'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY NO. 66 FROM THE COURTHOUSE
 HD0183'AT WAYNESVILLE, ABOUT 85 YARDS SOUTHEAST OF A STONE POST AT
 HD0183'THE ENTRANCE TO THE MEMORIAL PARK CEMETERY, 35 FEET SOUTH OF
 HD0183'AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY,
 HD0183'16 FEET SOUTHEAST OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 HD0183'15 FEET NORTH OF THE RIGHT-OF-WAY FENCE, A BRONZE BENCH MARK
 HD0183'DISC SET IN THE TOP OF A 2 X 2 FOOT SANDSTONE ROCK OUTCROP
 HD0183'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 HD0183
 HD0183                          STATION RECOVERY (1993)
 HD0183
 HD0183'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 HD0183'THE MARK WAS RECOVERED IN GOOD CONDITION. DUE TO ROAD CONSTRUCTION IT
 HD0183'WAS TO BE DESTROYED. FOR INFORMATION ON THE RESET MARK SEE C 192 RESET
 HD0183'1994.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7387 ***********************************************************************
 AA7387  DESIGNATION -  C 192 RESET
 AA7387  PID         -  AA7387
 AA7387  STATE/COUNTY-  MO/PULASKI
 AA7387  USGS QUAD   -  WAYNESVILLE (1985)
 AA7387
 AA7387                         *CURRENT SURVEY CONTROL
 AA7387  ___________________________________________________________________
 AA7387* NAD 83(1986)-  37 49 39.     (N)    092 11 02.     (W)     SCALED    
 AA7387* NAVD 88     -       310.43   (+/-2cm)    1018.5    (feet)  VERTCON   
 AA7387  ___________________________________________________________________
 AA7387  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AA7387
 AA7387  VERT ORDER  -  THIRD (See Below)
 AA7387
 AA7387.The horizontal coordinates were scaled from a topographic map and have
 AA7387.an estimated accuracy of +/- 6 seconds.
 AA7387
 AA7387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7387.The vertical order pertains to the NGVD 29 superseded value.
 AA7387
 AA7387.The geoid height was determined by GEOID03.
 AA7387
 AA7387;                    North         East    Units  Estimated Accuracy
 AA7387;SPC MO C     -   221,330.      527,830.      MT  (+/- 180 meters Scaled)
 AA7387
 AA7387                          SUPERSEDED SURVEY CONTROL
 AA7387
 AA7387  NGVD 29 (02/22/06)  310.33   (m)         1018.1    (f) RESET       3  
 AA7387
 AA7387.Superseded values are not recommended for survey control.
 AA7387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7387.See file dsdata.txt to determine how the superseded data were derived.
 AA7387
 AA7387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB718869(NAD 83)
 AA7387_MARKER: DV = VERTICAL CONTROL DISK
 AA7387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA7387_SP_SET: DROP INLET
 AA7387_STAMPING: C 192 RESET 1994
 AA7387_MARK LOGO: NGS   
 AA7387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA7387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7387+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7387
 AA7387  HISTORY     - Date     Condition        Report By
 AA7387  HISTORY     - 1994     MONUMENTED       MODNR
 AA7387
 AA7387                          STATION DESCRIPTION
 AA7387
 AA7387'DESCRIBED BY MO DEPT OF NAT RES 1994 (BDC)
 AA7387'THIS MARK WAS SET TO REPLACE C 192 1945 WHICH WAS REMOVED DURNING
 AA7387'CONSTRUCTION ON THE NEW HIGHWAY. THE MARK IS LOCATED ABOUT 0.85 MILES
 AA7387'WEST OF THE BUSINESS ROUTE I-44 OVERPASS OVER I-44, IT IS 17.3 FT (5.3
 AA7387'M) SOUTH OF THE BACK ON THE CURB, AND ON THE SE CORNER OF A 3' X 6'
 AA7387'CONCRETE DROP INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0130 ***********************************************************************
 HD0130  DESIGNATION -  C 193
 HD0130  PID         -  HD0130
 HD0130  STATE/COUNTY-  MO/PULASKI
 HD0130  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0130
 HD0130                         *CURRENT SURVEY CONTROL
 HD0130  ___________________________________________________________________
 HD0130* NAD 83(1986)-  37 47 59.     (N)    092 20 27.     (W)     SCALED    
 HD0130* NAVD 88     -       254.465  (meters)     834.86   (feet)  ADJUSTED  
 HD0130  ___________________________________________________________________
 HD0130  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HD0130  DYNAMIC HT  -         254.274 (meters)     834.23  (feet)  COMP
 HD0130  MODELED GRAV-     979,871.0   (mgal)                       NAVD 88
 HD0130
 HD0130  VERT ORDER  -  SECOND    CLASS 0
 HD0130
 HD0130.The horizontal coordinates were scaled from a topographic map and have
 HD0130.an estimated accuracy of +/- 6 seconds.
 HD0130
 HD0130.The orthometric height was determined by differential leveling
 HD0130.and adjusted by the National Geodetic Survey in June 1991..
 HD0130
 HD0130.The geoid height was determined by GEOID03.
 HD0130
 HD0130.The dynamic height is computed by dividing the NAVD 88
 HD0130.geopotential number by the normal gravity value computed on the
 HD0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0130.degrees latitude (g = 980.6199 gals.).
 HD0130
 HD0130.The modeled gravity was interpolated from observed gravity values.
 HD0130
 HD0130;                    North         East    Units  Estimated Accuracy
 HD0130;SPC MO C     -   218,220.      514,020.      MT  (+/- 180 meters Scaled)
 HD0130
 HD0130                          SUPERSEDED SURVEY CONTROL
 HD0130
 HD0130  NGVD 29 (??/??/92)  254.361  (m)          834.52   (f) ADJ UNCH    2 0
 HD0130
 HD0130.Superseded values are not recommended for survey control.
 HD0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0130.See file dsdata.txt to determine how the superseded data were derived.
 HD0130
 HD0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB580837(NAD 83)
 HD0130_MARKER: DB = BENCH MARK DISK
 HD0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0130_SP_SET: ABUTMENT
 HD0130_STAMPING: C 193 1945
 HD0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0130
 HD0130  HISTORY     - Date     Condition        Report By
 HD0130  HISTORY     - 1945     MONUMENTED       CGS
 HD0130  HISTORY     - 1946     GOOD             NGS
 HD0130
 HD0130                          STATION DESCRIPTION
 HD0130
 HD0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0130'6.9 MI SE FROM RICHLAND.
 HD0130'ABOUT 1.4 MILES NORTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 HD0130'RAILROAD FROM THE STATION AT RICHLAND, THENCE 5.5 MILES SOUTH
 HD0130'ALONG COUNTY HIGHWAY A, AND AT THE EAST END OF THE GASCONADE
 HD0130'RIVER BRIDGE, 8.6 FEET SOUTH OF AND 1.5 FEET LOWER THAN THE
 HD0130'CENTER LINE OF THE BRIDGE.  A BRONZE BENCH MARK DISC SET IN THE
 HD0130'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0104 ***********************************************************************
 HD0104  DESIGNATION -  C 194
 HD0104  PID         -  HD0104
 HD0104  STATE/COUNTY-  MO/LACLEDE
 HD0104  USGS QUAD   -  BROWNFIELD (1975)
 HD0104
 HD0104                         *CURRENT SURVEY CONTROL
 HD0104  ___________________________________________________________________
 HD0104* NAD 83(1986)-  37 39 55.     (N)    092 20 47.     (W)     SCALED    
 HD0104* NAVD 88     -       346.832  (meters)    1137.90   (feet)  ADJUSTED  
 HD0104  ___________________________________________________________________
 HD0104  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HD0104  DYNAMIC HT  -         346.563 (meters)    1137.02  (feet)  COMP
 HD0104  MODELED GRAV-     979,843.2   (mgal)                       NAVD 88
 HD0104
 HD0104  VERT ORDER  -  SECOND    CLASS 0
 HD0104
 HD0104.The horizontal coordinates were scaled from a topographic map and have
 HD0104.an estimated accuracy of +/- 6 seconds.
 HD0104
 HD0104.The orthometric height was determined by differential leveling
 HD0104.and adjusted by the National Geodetic Survey in June 1991..
 HD0104
 HD0104.The geoid height was determined by GEOID03.
 HD0104
 HD0104.The dynamic height is computed by dividing the NAVD 88
 HD0104.geopotential number by the normal gravity value computed on the
 HD0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0104.degrees latitude (g = 980.6199 gals.).
 HD0104
 HD0104.The modeled gravity was interpolated from observed gravity values.
 HD0104
 HD0104;                    North         East    Units  Estimated Accuracy
 HD0104;SPC MO C     -   203,290.      513,550.      MT  (+/- 180 meters Scaled)
 HD0104
 HD0104                          SUPERSEDED SURVEY CONTROL
 HD0104
 HD0104  NGVD 29 (??/??/92)  346.722  (m)         1137.54   (f) ADJ UNCH    2 0
 HD0104
 HD0104.Superseded values are not recommended for survey control.
 HD0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0104.See file dsdata.txt to determine how the superseded data were derived.
 HD0104
 HD0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB576688(NAD 83)
 HD0104_MARKER: DB = BENCH MARK DISK
 HD0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0104_STAMPING: C 194 1945
 HD0104_MARK LOGO: CGS   
 HD0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0104+STABILITY: SURFACE MOTION
 HD0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0104+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1994
 HD0104
 HD0104  HISTORY     - Date     Condition        Report By
 HD0104  HISTORY     - 1945     MONUMENTED       CGS
 HD0104  HISTORY     - 1946     GOOD             NGS
 HD0104  HISTORY     - 19941019 GOOD             MODNR
 HD0104  HISTORY     - 20060227 MARK NOT FOUND   MODNR
 HD0104
 HD0104                          STATION DESCRIPTION
 HD0104
 HD0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0104'6.4 MI NE FROM FALCON.
 HD0104'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY NO. 32 FROM THE POST
 HD0104'OFFICE AT FALCON, THENCE 4.3 MILES NORTH ALONG A GRAVEL ROAD,
 HD0104'THENCE 1.6 MILES EAST ALONG A GRAVEL ROAD, AND AT THE JUNCTION
 HD0104'WITH A ROAD LEADING NORTHEAST, 36 FEET NORTH OF THE CENTER
 HD0104'LINE OF THE EAST-WEST ROAD, 13 FEET NORTHWEST OF AND ABOUT
 HD0104'2 FEET HIGHER THAN THE CENTER LINE OF THE WEST FORK OF THE
 HD0104'ROAD LEADING NORTHEAST, 7 FEET EAST OF A 20 INCH OAK TREE,
 HD0104'2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 2 FEET SOUTHWEST
 HD0104'OF A 4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE GROUND.
 HD0104
 HD0104                          STATION RECOVERY (1994)
 HD0104
 HD0104'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0104'THE MARK WAS RECOVERED IN GOOD CONDITION. IT IS 32.6 FEET NORTH OF THE
 HD0104'CENTER LINE OF THE EAST WEST ROAD AND 48.5 FEET NORTHWEST OF THE
 HD0104'CENTER LINE OF THE ROAD INTERSECTION, 7.5 FEET EAST OF A LARGE WHITE
 HD0104'OAK TREE, 2 FEET NORTH OF A CARSONITE WITNESS POST.
 HD0104
 HD0104                          STATION RECOVERY (2006)
 HD0104
 HD0104'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 HD0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0290 ***********************************************************************
 KD0290  DESIGNATION -  C 195
 KD0290  PID         -  KD0290
 KD0290  STATE/COUNTY-  MO/CHARITON
 KD0290  USGS QUAD   -  BYNUMVILLE (1978)
 KD0290
 KD0290                         *CURRENT SURVEY CONTROL
 KD0290  ___________________________________________________________________
 KD0290* NAD 83(1986)-  39 31 09.     (N)    092 45 20.     (W)     SCALED    
 KD0290* NAVD 88     -       205.830  (meters)     675.29   (feet)  ADJUSTED  
 KD0290  ___________________________________________________________________
 KD0290  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD0290  DYNAMIC HT  -         205.712 (meters)     674.91  (feet)  COMP
 KD0290  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 KD0290
 KD0290  VERT ORDER  -  SECOND    CLASS 0
 KD0290
 KD0290.The horizontal coordinates were scaled from a topographic map and have
 KD0290.an estimated accuracy of +/- 6 seconds.
 KD0290
 KD0290.The orthometric height was determined by differential leveling
 KD0290.and adjusted by the National Geodetic Survey in June 1991..
 KD0290
 KD0290.The geoid height was determined by GEOID03.
 KD0290
 KD0290.The dynamic height is computed by dividing the NAVD 88
 KD0290.geopotential number by the normal gravity value computed on the
 KD0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0290.degrees latitude (g = 980.6199 gals.).
 KD0290
 KD0290.The modeled gravity was interpolated from observed gravity values.
 KD0290
 KD0290;                    North         East    Units  Estimated Accuracy
 KD0290;SPC MO C     -   409,100.      478,030.      MT  (+/- 180 meters Scaled)
 KD0290
 KD0290                          SUPERSEDED SURVEY CONTROL
 KD0290
 KD0290  NGVD 29 (??/??/92)  205.814  (m)          675.24   (f) ADJ UNCH    2 0
 KD0290
 KD0290.Superseded values are not recommended for survey control.
 KD0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0290.See file dsdata.txt to determine how the superseded data were derived.
 KD0290
 KD0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD210744(NAD 83)
 KD0290_MARKER: DB = BENCH MARK DISK
 KD0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0290_SP_SET: CULVERT
 KD0290_STAMPING: C 195 1945
 KD0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0290
 KD0290  HISTORY     - Date     Condition        Report By
 KD0290  HISTORY     - 1945     MONUMENTED       CGS
 KD0290  HISTORY     - 1967     GOOD             NGS
 KD0290  HISTORY     - 1990     GOOD             USPSQD
 KD0290
 KD0290                          STATION DESCRIPTION
 KD0290
 KD0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0290'0.9 MI W FROM PRAIRIE HILL.
 KD0290'0.9 MILE WEST OF THE CHRISTIAN CHURCH AT PRAIRIE HILL ALONG
 KD0290'CHARITON COUNTY HIGHWAY W, 24 FEET EAST OF THE CENTER LINE
 KD0290'OF A CROSSROAD, 14 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 KD0290'A BRONZE DISK SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 KD0290'OF A 5 FOOT CONCRETE CULVERT.
 KD0290
 KD0290                          STATION RECOVERY (1967)
 KD0290
 KD0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0290'RECOVERED IN GOOD CONDITION.
 KD0290
 KD0290                          STATION RECOVERY (1990)
 KD0290
 KD0290'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0248 ***********************************************************************
 KD0248  DESIGNATION -  C 196
 KD0248  PID         -  KD0248
 KD0248  STATE/COUNTY-  MO/MACON
 KD0248  USGS QUAD   -  LAGONDA (1978)
 KD0248
 KD0248                         *CURRENT SURVEY CONTROL
 KD0248  ___________________________________________________________________
 KD0248* NAD 83(1986)-  39 40 05.     (N)    092 39 44.     (W)     SCALED    
 KD0248* NAVD 88     -       235.833  (meters)     773.73   (feet)  ADJUSTED  
 KD0248  ___________________________________________________________________
 KD0248  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KD0248  DYNAMIC HT  -         235.703 (meters)     773.30  (feet)  COMP
 KD0248  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 KD0248
 KD0248  VERT ORDER  -  SECOND    CLASS 0
 KD0248
 KD0248.The horizontal coordinates were scaled from a topographic map and have
 KD0248.an estimated accuracy of +/- 6 seconds.
 KD0248
 KD0248.The orthometric height was determined by differential leveling
 KD0248.and adjusted by the National Geodetic Survey in June 1991..
 KD0248
 KD0248.The geoid height was determined by GEOID03.
 KD0248
 KD0248.The dynamic height is computed by dividing the NAVD 88
 KD0248.geopotential number by the normal gravity value computed on the
 KD0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0248.degrees latitude (g = 980.6199 gals.).
 KD0248
 KD0248.The modeled gravity was interpolated from observed gravity values.
 KD0248
 KD0248;                    North         East    Units  Estimated Accuracy
 KD0248;SPC MO C     -   425,610.      486,080.      MT  (+/- 180 meters Scaled)
 KD0248
 KD0248                          SUPERSEDED SURVEY CONTROL
 KD0248
 KD0248  NGVD 29 (??/??/92)  235.822  (m)          773.69   (f) ADJ UNCH    2 0
 KD0248
 KD0248.Superseded values are not recommended for survey control.
 KD0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0248.See file dsdata.txt to determine how the superseded data were derived.
 KD0248
 KD0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD289909(NAD 83)
 KD0248_MARKER: DB = BENCH MARK DISK
 KD0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0248_STAMPING: C 196 1945
 KD0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0248+STABILITY: SURFACE MOTION
 KD0248
 KD0248  HISTORY     - Date     Condition        Report By
 KD0248  HISTORY     - 1945     MONUMENTED       CGS
 KD0248  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0248  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0248
 KD0248                          STATION DESCRIPTION
 KD0248
 KD0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0248'7.7 MI S FROM CALLAO.
 KD0248'1.0 MILE WEST ALONG U.S. HIGHWAY 36 FROM CALLAO, THENCE 6.7
 KD0248'MILES SOUTH ALONG STATE HIGHWAY 3 TO THE ENTRANCE TO A FARM
 KD0248'AND THE SITE OF THE MARK, 156 FEET NORTH OF THE CENTER LINE
 KD0248'OF A ROAD LEADING WEST, 34 FEET WEST OF AND ABOUT 1 FOOT LOWER
 KD0248'THAN THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTH OF A POWER
 KD0248'POLE, 1 FOOT EAST OF A WIRE FENCE, 1 FOOT SOUTH OF A 4 X 4
 KD0248'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 KD0248'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 KD0248
 KD0248                          STATION RECOVERY (1967)
 KD0248
 KD0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0248'MARK NOT FOUND.
 KD0248
 KD0248                          STATION RECOVERY (1990)
 KD0248
 KD0248'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0249 ***********************************************************************
 KD0249  DESIGNATION -  C 196 RESET
 KD0249  PID         -  KD0249
 KD0249  STATE/COUNTY-  MO/MACON
 KD0249  USGS QUAD   -  LAGONDA (1978)
 KD0249
 KD0249                         *CURRENT SURVEY CONTROL
 KD0249  ___________________________________________________________________
 KD0249* NAD 83(1986)-  39 40 05.     (N)    092 39 44.     (W)     SCALED    
 KD0249* NAVD 88     -       233.85   (meters)     767.2    (feet)  RESET     
 KD0249  ___________________________________________________________________
 KD0249  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KD0249
 KD0249  VERT ORDER  -  THIRD
 KD0249
 KD0249.The horizontal coordinates were scaled from a topographic map and have
 KD0249.an estimated accuracy of +/- 6 seconds.
 KD0249
 KD0249.The orthometric height was computed from unverified reset data.
 KD0249
 KD0249.The geoid height was determined by GEOID03.
 KD0249
 KD0249;                    North         East    Units  Estimated Accuracy
 KD0249;SPC MO C     -   425,610.      486,080.      MT  (+/- 180 meters Scaled)
 KD0249
 KD0249                          SUPERSEDED SURVEY CONTROL
 KD0249
 KD0249.No superseded survey control is available for this station.
 KD0249
 KD0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD289909(NAD 83)
 KD0249_MARKER: DV = VERTICAL CONTROL DISK
 KD0249_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KD0249+WITH SETTING: INTO GROUND
 KD0249_STAMPING: C 196 RESET 1972
 KD0249_MARK LOGO: NGS   
 KD0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0249
 KD0249  HISTORY     - Date     Condition        Report By
 KD0249  HISTORY     - 1972     MONUMENTED       NGS
 KD0249  HISTORY     - 1973     GOOD             NGS
 KD0249  HISTORY     - 1990     GOOD             USPSQD
 KD0249  HISTORY     - 19930414 GOOD             MODNR
 KD0249
 KD0249                          STATION DESCRIPTION
 KD0249
 KD0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KD0249'7.7 MI S FROM CALLAO.
 KD0249'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY
 KD0249'3, ABOUT 10 MILES WEST OF MACON, GO SOUTH ON STATE HIGHWAY 3
 KD0249'FOR 6.75 MILES TO THE BENCH MARK ON THE RIGHT, 34 FEET
 KD0249'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE FOUNDATION,
 KD0249'3 FEET NORTH OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS
 KD0249'POST AND ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 3.  THE MARK
 KD0249'IS A STANDARD DISK STAMPED C 196 RESET 1972, SWEATED TO THE
 KD0249'TOP OF A 5/8 INCH COPPER COATED ROD 4 FEET DEEP WITH A 10 INCH
 KD0249'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A 4 INCH PLASTIC
 KD0249'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 KD0249
 KD0249                          STATION RECOVERY (1990)
 KD0249
 KD0249'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0249'RECOVERED IN GOOD CONDITION.
 KD0249
 KD0249                          STATION RECOVERY (1993)
 KD0249
 KD0249'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (DDP)
 KD0249'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1004 ***********************************************************************
 JC1004  DESIGNATION -  C 197 RESET
 JC1004  PID         -  JC1004
 JC1004  STATE/COUNTY-  MO/OSAGE
 JC1004  USGS QUAD   -  MORRISON (1982)
 JC1004
 JC1004                         *CURRENT SURVEY CONTROL
 JC1004  ___________________________________________________________________
 JC1004* NAD 83(1986)-  38 40 40.     (N)    091 43 25.     (W)     SCALED    
 JC1004* NAVD 88     -       162.40   (+/-2cm)     532.8    (feet)  VERTCON   
 JC1004  ___________________________________________________________________
 JC1004  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JC1004
 JC1004  VERT ORDER  -  THIRD (See Below)
 JC1004
 JC1004.The horizontal coordinates were scaled from a topographic map and have
 JC1004.an estimated accuracy of +/- 6 seconds.
 JC1004
 JC1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1004.The vertical order pertains to the NGVD 29 superseded value.
 JC1004
 JC1004.The geoid height was determined by GEOID03.
 JC1004
 JC1004;                    North         East    Units  Estimated Accuracy
 JC1004;SPC MO C     -   315,950.      567,560.      MT  (+/- 180 meters Scaled)
 JC1004
 JC1004                          SUPERSEDED SURVEY CONTROL
 JC1004
 JC1004  NGVD 29 (02/22/06)  162.40   (m)          532.8    (f) RESET       3  
 JC1004
 JC1004.Superseded values are not recommended for survey control.
 JC1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1004.See file dsdata.txt to determine how the superseded data were derived.
 JC1004
 JC1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC110817(NAD 83)
 JC1004_MARKER: DB = BENCH MARK DISK
 JC1004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC1004_SP_SET: CULVERT
 JC1004_STAMPING: C 196 RESET 1953
 JC1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1004
 JC1004  HISTORY     - Date     Condition        Report By
 JC1004  HISTORY     - 1953     MONUMENTED       MORC
 JC1004  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC1004
 JC1004                          STATION DESCRIPTION
 JC1004
 JC1004'DESCRIBED BY MISSOURI RIVER COMMISSION 1953
 JC1004'2.5 MI E FROM CHAMOIS.
 JC1004'2.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC1004'STATION AT CHAMOIS, OSAGE COUNTY, 1-3/4 POLES WEST OF POLE 97/30,
 JC1004'AT A 5- BY 8-FOOT CONCRETE BOX CULVERT, IN THE CENTER OF THE
 JC1004'SOUTH HEAD WALL, 12 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 JC1004'TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 JC1004'ERRONEOUSLY STAMPED C 196 RESET 1953.
 JC1004
 JC1004                          STATION RECOVERY (1986)
 JC1004
 JC1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0857 ***********************************************************************
 HD0857  DESIGNATION -  C 199
 HD0857  PID         -  HD0857
 HD0857  STATE/COUNTY-  MO/POLK
 HD0857  USGS QUAD   -  FAIR PLAY (1981)
 HD0857
 HD0857                         *CURRENT SURVEY CONTROL
 HD0857  ___________________________________________________________________
 HD0857* NAD 83(1986)-  37 43 28.     (N)    093 34 41.     (W)     SCALED    
 HD0857* NAVD 88     -       289.054  (meters)     948.34   (feet)  ADJUSTED  
 HD0857  ___________________________________________________________________
 HD0857  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HD0857  DYNAMIC HT  -         288.834 (meters)     947.62  (feet)  COMP
 HD0857  MODELED GRAV-     979,861.2   (mgal)                       NAVD 88
 HD0857
 HD0857  VERT ORDER  -  SECOND    CLASS 0
 HD0857
 HD0857.The horizontal coordinates were scaled from a topographic map and have
 HD0857.an estimated accuracy of +/- 6 seconds.
 HD0857
 HD0857.The orthometric height was determined by differential leveling
 HD0857.and adjusted by the National Geodetic Survey in June 1991..
 HD0857
 HD0857.The geoid height was determined by GEOID03.
 HD0857
 HD0857.The dynamic height is computed by dividing the NAVD 88
 HD0857.geopotential number by the normal gravity value computed on the
 HD0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0857.degrees latitude (g = 980.6199 gals.).
 HD0857
 HD0857.The modeled gravity was interpolated from observed gravity values.
 HD0857
 HD0857;                    North         East    Units  Estimated Accuracy
 HD0857;SPC MO C     -   210,400.      404,960.      MT  (+/- 180 meters Scaled)
 HD0857
 HD0857                          SUPERSEDED SURVEY CONTROL
 HD0857
 HD0857  NGVD 29 (??/??/92)  288.936  (m)          947.95   (f) ADJ UNCH    2 0
 HD0857
 HD0857.Superseded values are not recommended for survey control.
 HD0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0857.See file dsdata.txt to determine how the superseded data were derived.
 HD0857
 HD0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB490754(NAD 83)
 HD0857_MARKER: DB = BENCH MARK DISK
 HD0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0857_STAMPING: C 199 1945
 HD0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0857+STABILITY: SURFACE MOTION
 HD0857
 HD0857  HISTORY     - Date     Condition        Report By
 HD0857  HISTORY     - 1945     MONUMENTED       CGS
 HD0857
 HD0857                          STATION DESCRIPTION
 HD0857
 HD0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0857'1.4 MI N FROM DUNNEGAN.
 HD0857'1.4 MILES NORTH ALONG THE ABANDONED ST. LOUIS-SAN FRANCISCO
 HD0857'RAILWAY FROM DUNNEGAN, POLK COUNTY, AT THE CENTER OF THE OLD
 HD0857'RAILROAD BED, AT THE POINT WHERE A VERY DIM ROAD LEADS WEST, 6 INCHES
 HD0857'WEST OF A NORTH-AND-SOUTH FENCE LINE, AND 6 INCHES SOUTH OF A WIRE
 HD0857'FENCE LEADING WEST.  A STANDARD DISK, STAMPED C 199 1945 AND SET IN
 HD0857'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0574 ***********************************************************************
 JD0574  DESIGNATION -  C 2 B 1
 JD0574  PID         -  JD0574
 JD0574  STATE/COUNTY-  MO/COOPER
 JD0574  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0574
 JD0574                         *CURRENT SURVEY CONTROL
 JD0574  ___________________________________________________________________
 JD0574* NAD 83(1986)-  38 52 57.     (N)    092 53 57.     (W)     SCALED    
 JD0574* NAVD 88     -       246.298  (meters)     808.06   (feet)  ADJUSTED  
 JD0574  ___________________________________________________________________
 JD0574  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0574  DYNAMIC HT  -         246.140 (meters)     807.54  (feet)  COMP
 JD0574  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 JD0574
 JD0574  VERT ORDER  -  SECOND    CLASS 0
 JD0574
 JD0574.The horizontal coordinates were scaled from a topographic map and have
 JD0574.an estimated accuracy of +/- 6 seconds.
 JD0574
 JD0574.The orthometric height was determined by differential leveling
 JD0574.and adjusted by the National Geodetic Survey in June 1991..
 JD0574
 JD0574.The geoid height was determined by GEOID03.
 JD0574
 JD0574.The dynamic height is computed by dividing the NAVD 88
 JD0574.geopotential number by the normal gravity value computed on the
 JD0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0574.degrees latitude (g = 980.6199 gals.).
 JD0574
 JD0574.The modeled gravity was interpolated from observed gravity values.
 JD0574
 JD0574;                    North         East    Units  Estimated Accuracy
 JD0574;SPC MO C     -   338,460.      465,370.      MT  (+/- 180 meters Scaled)
 JD0574
 JD0574                          SUPERSEDED SURVEY CONTROL
 JD0574
 JD0574  NGVD 29 (??/??/92)  246.22   (m)          807.8    (f) COMPUTED    2 0
 JD0574
 JD0574.Superseded values are not recommended for survey control.
 JD0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0574.See file dsdata.txt to determine how the superseded data were derived.
 JD0574
 JD0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD087037(NAD 83)
 JD0574_MARKER: DZ = AZIMUTH MARK DISK
 JD0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0574+STABILITY: SURFACE MOTION
 JD0574
 JD0574  HISTORY     - Date     Condition        Report By
 JD0574  HISTORY     - UNK      MONUMENTED       DOD
 JD0574  HISTORY     - 1963     GOOD             NGS
 JD0574
 JD0574                          STATION DESCRIPTION
 JD0574
 JD0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0574'1.8 MI NE FROM PILOT GROVE.
 JD0574'ABOUT 1.45 MILES NORTHEAST ALONG STATE HIGHWAY 135 FROM THE
 JD0574'INTERSECTION OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE,
 JD0574'THENCE 0.3 MILE WEST ACROSS A FIELD, ON THE CREST OF A SMALL
 JD0574'RIDGE, ABOUT 0.2 MILE WEST OF THE LAUNCHER, 42 FEET WEST OF A
 JD0574'NORTH-SOUTH FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 JD0574'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0575 ***********************************************************************
 JD0575  DESIGNATION -  C 2 B 2
 JD0575  PID         -  JD0575
 JD0575  STATE/COUNTY-  MO/COOPER
 JD0575  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0575
 JD0575                         *CURRENT SURVEY CONTROL
 JD0575  ___________________________________________________________________
 JD0575* NAD 83(1986)-  38 53 08.     (N)    092 53 41.     (W)     SCALED    
 JD0575* NAVD 88     -       239.320  (meters)     785.17   (feet)  ADJUSTED  
 JD0575  ___________________________________________________________________
 JD0575  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0575  DYNAMIC HT  -         239.166 (meters)     784.66  (feet)  COMP
 JD0575  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 JD0575
 JD0575  VERT ORDER  -  SECOND    CLASS 0
 JD0575
 JD0575.The horizontal coordinates were scaled from a topographic map and have
 JD0575.an estimated accuracy of +/- 6 seconds.
 JD0575
 JD0575.The orthometric height was determined by differential leveling
 JD0575.and adjusted by the National Geodetic Survey in June 1991..
 JD0575
 JD0575.The geoid height was determined by GEOID03.
 JD0575
 JD0575.The dynamic height is computed by dividing the NAVD 88
 JD0575.geopotential number by the normal gravity value computed on the
 JD0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0575.degrees latitude (g = 980.6199 gals.).
 JD0575
 JD0575.The modeled gravity was interpolated from observed gravity values.
 JD0575
 JD0575;                    North         East    Units  Estimated Accuracy
 JD0575;SPC MO C     -   338,800.      465,750.      MT  (+/- 180 meters Scaled)
 JD0575
 JD0575                          SUPERSEDED SURVEY CONTROL
 JD0575
 JD0575  NGVD 29 (??/??/92)  239.24   (m)          784.9    (f) COMPUTED    2 0
 JD0575
 JD0575.Superseded values are not recommended for survey control.
 JD0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0575.See file dsdata.txt to determine how the superseded data were derived.
 JD0575
 JD0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD091040(NAD 83)
 JD0575_MARKER: DZ = AZIMUTH MARK DISK
 JD0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0575_STAMPING: C 2 B 2
 JD0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0575+STABILITY: SURFACE MOTION
 JD0575
 JD0575  HISTORY     - Date     Condition        Report By
 JD0575  HISTORY     - UNK      MONUMENTED       DOD
 JD0575  HISTORY     - 1963     GOOD             NGS
 JD0575
 JD0575                          STATION DESCRIPTION
 JD0575
 JD0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0575'1.8 MI NE FROM PILOT GROVE.
 JD0575'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 135 FROM THE
 JD0575'INTERSECTION OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE,
 JD0575'THENCE 0.1 MILE WEST ACROSS A FIELD, NEAR A FENCE CORNER, ABOUT
 JD0575'0.15 MILE NORTH OF THE LAUNCHER, 57.5 FEET EAST OF A NORTH-SOUTH
 JD0575'FENCE, ABOUT LEVEL WITH THE HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE
 JD0575'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0576 ***********************************************************************
 JD0576  DESIGNATION -  C 2 Z
 JD0576  PID         -  JD0576
 JD0576  STATE/COUNTY-  MO/COOPER
 JD0576  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0576
 JD0576                         *CURRENT SURVEY CONTROL
 JD0576  ___________________________________________________________________
 JD0576* NAD 83(1986)-  38 53 28.     (N)    092 53 43.     (W)     SCALED    
 JD0576* NAVD 88     -       246.157  (meters)     807.60   (feet)  ADJUSTED  
 JD0576  ___________________________________________________________________
 JD0576  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0576  DYNAMIC HT  -         245.999 (meters)     807.08  (feet)  COMP
 JD0576  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 JD0576
 JD0576  VERT ORDER  -  SECOND    CLASS 0
 JD0576
 JD0576.The horizontal coordinates were scaled from a topographic map and have
 JD0576.an estimated accuracy of +/- 6 seconds.
 JD0576
 JD0576.The orthometric height was determined by differential leveling
 JD0576.and adjusted by the National Geodetic Survey in June 1991..
 JD0576
 JD0576.The geoid height was determined by GEOID03.
 JD0576
 JD0576.The dynamic height is computed by dividing the NAVD 88
 JD0576.geopotential number by the normal gravity value computed on the
 JD0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0576.degrees latitude (g = 980.6199 gals.).
 JD0576
 JD0576.The modeled gravity was interpolated from observed gravity values.
 JD0576
 JD0576;                    North         East    Units  Estimated Accuracy
 JD0576;SPC MO C     -   339,420.      465,710.      MT  (+/- 180 meters Scaled)
 JD0576
 JD0576                          SUPERSEDED SURVEY CONTROL
 JD0576
 JD0576  NGVD 29 (??/??/92)  246.08   (m)          807.3    (f) COMPUTED    2 0
 JD0576
 JD0576.Superseded values are not recommended for survey control.
 JD0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0576.See file dsdata.txt to determine how the superseded data were derived.
 JD0576
 JD0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD090046(NAD 83)
 JD0576_MARKER: DS = TRIANGULATION STATION DISK
 JD0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0576_STAMPING: C 2 Z 1962
 JD0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0576+STABILITY: SURFACE MOTION
 JD0576
 JD0576  HISTORY     - Date     Condition        Report By
 JD0576  HISTORY     - 1962     MONUMENTED       CGS
 JD0576  HISTORY     - 1963     GOOD             NGS
 JD0576
 JD0576                          STATION DESCRIPTION
 JD0576
 JD0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0576'2.1 MI NE FROM PILOT GROVE.
 JD0576'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 135 FROM THE
 JD0576'INTERSECTION OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE,
 JD0576'THENCE 0.1 MILE WEST ALONG A COUNTY ROAD, AT THE CREST OF A
 JD0576'HILL, NEAR A T-FENCE JUNCTION, 22.5 FEET NORTH OF THE
 JD0576'CENTERLINE OF THE ROAD, 77.0 FEET SOUTH-SOUTHWEST OF R.M. 1,
 JD0576'7595 FEET EAST OF R.M. 2, 14.5 FEET WEST OF A FENCE CORNER,
 JD0576'3.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JD0576'AND SET IN THE TOP OF A CONCRETE POST 0.6 FOOT BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0577 ***********************************************************************
 JD0577  DESIGNATION -  C 2 Z RM 1
 JD0577  PID         -  JD0577
 JD0577  STATE/COUNTY-  MO/COOPER
 JD0577  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0577
 JD0577                         *CURRENT SURVEY CONTROL
 JD0577  ___________________________________________________________________
 JD0577* NAD 83(1986)-  38 53 29.     (N)    092 53 43.     (W)     SCALED    
 JD0577* NAVD 88     -       246.160  (meters)     807.61   (feet)  ADJUSTED  
 JD0577  ___________________________________________________________________
 JD0577  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0577  DYNAMIC HT  -         246.002 (meters)     807.09  (feet)  COMP
 JD0577  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 JD0577
 JD0577  VERT ORDER  -  SECOND    CLASS 0
 JD0577
 JD0577.The horizontal coordinates were scaled from a topographic map and have
 JD0577.an estimated accuracy of +/- 6 seconds.
 JD0577
 JD0577.The orthometric height was determined by differential leveling
 JD0577.and adjusted by the National Geodetic Survey in June 1991..
 JD0577
 JD0577.The geoid height was determined by GEOID03.
 JD0577
 JD0577.The dynamic height is computed by dividing the NAVD 88
 JD0577.geopotential number by the normal gravity value computed on the
 JD0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0577.degrees latitude (g = 980.6199 gals.).
 JD0577
 JD0577.The modeled gravity was interpolated from observed gravity values.
 JD0577
 JD0577;                    North         East    Units  Estimated Accuracy
 JD0577;SPC MO C     -   339,450.      465,710.      MT  (+/- 180 meters Scaled)
 JD0577
 JD0577                          SUPERSEDED SURVEY CONTROL
 JD0577
 JD0577  NGVD 29 (??/??/92)  246.08   (m)          807.3    (f) COMPUTED    2 0
 JD0577
 JD0577.Superseded values are not recommended for survey control.
 JD0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0577.See file dsdata.txt to determine how the superseded data were derived.
 JD0577
 JD0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD090047(NAD 83)
 JD0577_MARKER: DR = REFERENCE MARK DISK
 JD0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0577_STAMPING: C 2 Z NO 1 1962
 JD0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0577+STABILITY: SURFACE MOTION
 JD0577
 JD0577  HISTORY     - Date     Condition        Report By
 JD0577  HISTORY     - 1962     MONUMENTED       CGS
 JD0577  HISTORY     - 1963     GOOD             NGS
 JD0577
 JD0577                          STATION DESCRIPTION
 JD0577
 JD0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0577'2.1 MI NE FROM PILOT GROVE.
 JD0577'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 135 FROM THE
 JD0577'INTERSECTION OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE,
 JD0577'THENCE 0.1 MILE WEST ALONG A COUNTY ROAD, NEAR THE CREST OF A
 JD0577'HILL, 116.0 FEET NORTHEAST OF R.M. 2, 77.0 FEET NORTH-NORTHEAST
 JD0577'OF THE STATION MARK, 2.0 FEET WEST OF A NORTH-SOUTH FENCE, AND
 JD0577'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0578 ***********************************************************************
 JD0578  DESIGNATION -  C 2 Z RM 2
 JD0578  PID         -  JD0578
 JD0578  STATE/COUNTY-  MO/COOPER
 JD0578  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0578
 JD0578                         *CURRENT SURVEY CONTROL
 JD0578  ___________________________________________________________________
 JD0578* NAD 83(1986)-  38 53 28.     (N)    092 53 45.     (W)     SCALED    
 JD0578* NAVD 88     -       246.050  (meters)     807.25   (feet)  ADJUSTED  
 JD0578  ___________________________________________________________________
 JD0578  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0578  DYNAMIC HT  -         245.892 (meters)     806.73  (feet)  COMP
 JD0578  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 JD0578
 JD0578  VERT ORDER  -  SECOND    CLASS 0
 JD0578
 JD0578.The horizontal coordinates were scaled from a topographic map and have
 JD0578.an estimated accuracy of +/- 6 seconds.
 JD0578
 JD0578.The orthometric height was determined by differential leveling
 JD0578.and adjusted by the National Geodetic Survey in June 1991..
 JD0578
 JD0578.The geoid height was determined by GEOID03.
 JD0578
 JD0578.The dynamic height is computed by dividing the NAVD 88
 JD0578.geopotential number by the normal gravity value computed on the
 JD0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0578.degrees latitude (g = 980.6199 gals.).
 JD0578
 JD0578.The modeled gravity was interpolated from observed gravity values.
 JD0578
 JD0578;                    North         East    Units  Estimated Accuracy
 JD0578;SPC MO C     -   339,420.      465,660.      MT  (+/- 180 meters Scaled)
 JD0578
 JD0578                          SUPERSEDED SURVEY CONTROL
 JD0578
 JD0578  NGVD 29 (??/??/92)  245.97   (m)          807.0    (f) COMPUTED    2 0
 JD0578
 JD0578.Superseded values are not recommended for survey control.
 JD0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0578.See file dsdata.txt to determine how the superseded data were derived.
 JD0578
 JD0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD090046(NAD 83)
 JD0578_MARKER: DR = REFERENCE MARK DISK
 JD0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0578_STAMPING: C 2 Z NO 2 1962
 JD0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0578+STABILITY: SURFACE MOTION
 JD0578
 JD0578  HISTORY     - Date     Condition        Report By
 JD0578  HISTORY     - 1962     MONUMENTED       CGS
 JD0578  HISTORY     - 1963     GOOD             NGS
 JD0578
 JD0578                          STATION DESCRIPTION
 JD0578
 JD0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0578'2.1 MI NE FROM PILOT GROVE.
 JD0578'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 135 FROM THE
 JD0578'INTERSECTION OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE,
 JD0578'THENCE 0.1 MILE WEST ALONG A COUNTY ROAD, NEAR THE CREST OF A
 JD0578'HILL, 116.0 FEET SOUTHWEST OF R.M. 1, 75.5 FEET WEST OF THE
 JD0578'STATION MARK, 20 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 JD0578'2.5 FEET NORTH OF AN EAST-WEST FENCE, ABOUT 2 FEET ABOVE THE
 JD0578'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD0578'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0151 ***********************************************************************
 LF0151  FBN         -  This is a Federal Base Network Control Station.
 LF0151  DESIGNATION -  C 20
 LF0151  PID         -  LF0151
 LF0151  STATE/COUNTY-  MO/NODAWAY
 LF0151  USGS QUAD   -  MARYVILLE WEST (1984)
 LF0151
 LF0151                         *CURRENT SURVEY CONTROL
 LF0151  ___________________________________________________________________
 LF0151* NAD 83(1997)-  40 21 40.10244(N)    094 55 10.31380(W)     ADJUSTED  
 LF0151* NAVD 88     -       333.730  (meters)    1094.91   (feet)  ADJUSTED  
 LF0151  ___________________________________________________________________
 LF0151  X           -    -417,382.809 (meters)                     COMP
 LF0151  Y           -  -4,849,135.806 (meters)                     COMP
 LF0151  Z           -   4,108,818.591 (meters)                     COMP
 LF0151  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LF0151  ELLIP HEIGHT-         302.47  (meters)          (02/11/04) GPS OBS
 LF0151  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 LF0151  DYNAMIC HT  -         333.548 (meters)    1094.32  (feet)  COMP
 LF0151  MODELED GRAV-     980,069.9   (mgal)                       NAVD 88
 LF0151
 LF0151  HORZ ORDER  -  B
 LF0151  VERT ORDER  -  FIRST     CLASS II
 LF0151  ELLP ORDER  -  FOURTH    CLASS I
 LF0151
 LF0151.The horizontal coordinates were established by GPS observations
 LF0151.and adjusted by the National Geodetic Survey in August 1997..
 LF0151
 LF0151.The orthometric height was determined by differential leveling
 LF0151.and adjusted by the National Geodetic Survey in June 1991..
 LF0151
 LF0151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF0151
 LF0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0151
 LF0151.The ellipsoidal height was determined by GPS observations
 LF0151.and is referenced to NAD 83.
 LF0151
 LF0151.The geoid height was determined by GEOID03.
 LF0151
 LF0151.The dynamic height is computed by dividing the NAVD 88
 LF0151.geopotential number by the normal gravity value computed on the
 LF0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0151.degrees latitude (g = 980.6199 gals.).
 LF0151
 LF0151.The modeled gravity was interpolated from observed gravity values.
 LF0151
 LF0151;                    North         East     Units Scale Factor Converg.
 LF0151;SPC MO W     -   465,650.288   814,366.066   MT  0.99995680   -0 16 18.1
 LF0151;UTM  15      - 4,469,609.907   337,010.819   MT  0.99992702   -1 14 36.1
 LF0151
 LF0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0151!SPC MO W     -   0.99995255  x   0.99995680  =   0.99990936
 LF0151!UTM  15      -   0.99995255  x   0.99992702  =   0.99987958
 LF0151
 LF0151                          SUPERSEDED SURVEY CONTROL
 LF0151
 LF0151  ELLIP H (08/25/97)  302.52   (m)                       GP(       ) 4 1
 LF0151  NAVD 88 (08/25/97)  333.73   (m)         1094.9    (f) LEVELING    3  
 LF0151  NGVD 29 (??/??/92)  333.628  (m)         1094.58   (f) ADJ UNCH    1 2
 LF0151
 LF0151.Superseded values are not recommended for survey control.
 LF0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0151.See file dsdata.txt to determine how the superseded data were derived.
 LF0151
 LF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE3701169610(NAD 83)
 LF0151_MARKER: DB = BENCH MARK DISK
 LF0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0151_STAMPING: C 20 1933
 LF0151_MARK LOGO: CGS   
 LF0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0151+STABILITY: SURFACE MOTION
 LF0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0151+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003
 LF0151
 LF0151  HISTORY     - Date     Condition        Report By
 LF0151  HISTORY     - 1933     MONUMENTED       CGS
 LF0151  HISTORY     - 1960     GOOD             NGS
 LF0151  HISTORY     - 19961203 GOOD             NGS
 LF0151  HISTORY     - 19970205 GOOD             NGS
 LF0151  HISTORY     - 20030625 GOOD             MODNR
 LF0151  HISTORY     - 20030725 GOOD             NGS
 LF0151
 LF0151                          STATION DESCRIPTION
 LF0151
 LF0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0151'2.2 MI W FROM MARYVILLE.
 LF0151'2-1/4 MILES WEST ALONG THE WABASH RAILWAY FROM MARYVILLE, NODAWAY
 LF0151'COUNTY, 22 POLES NORTHWEST OF MILEPOST 320, 60 FEET NORTH OF A
 LF0151'CROSS ROAD, AND 40 FEET EAST OF THE TRACK.  A STANDARD DISK,
 LF0151'STAMPED C 20 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0151
 LF0151                          STATION RECOVERY (1996)
 LF0151
 LF0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 LF0151'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST OF MARYVILLE, MO.,
 LF0151'NORTHWEST OF AN ABANDONDED RAILROAD CROSSING.  OWNERSHIP--UNKNOWN
 LF0151'NOTE--THIS STATION IS A (FBN/CBN STATION) .  TO REACH THE STATION FROM
 LF0151'THE JUNCTION OF STATE HIGHWAY 46 AND U.S.  HIGHWAY BUSINESS 71 IN
 LF0151'MARYVILLE, GO WEST, 3.2 KM (2.00 MI) ALONG HIGHWAY 46 TO A COUNTY ROAD
 LF0151'LEADING NORTH TO THE AIRPORT AND NODAWAY COUNTY COMMUNITY BUILDING.
 LF0151'TURN RIGHT, NORTH, 1.77 KM (1.10 MI) ALONG COUNTY ROAD (TURNS TO
 LF0151'GRAVEL AT THE COMMUNITY BUILDING) TO THE INTERSECTION OF ANOTHER
 LF0151'GRAVEL COUNTY ROAD.  TURN LEFT, WEST, 0.72 KM (0.45 MI) ALONG THE ROAD
 LF0151'TO AN ABANDONED RAILROAD CROSSING AND THE STATION ON THE RIGHT, ON THE
 LF0151'NORTH SIDE OF THE FENCE.  STATION IS 22.8 M (74.8 FT) NORTH OF THE
 LF0151'GRAVEL ROAD CENTER, 16.0 M (52.5 FT) NORTH OF THE RIGHT-OF-WAY FENCE,
 LF0151'13.7 M (44.9 FT) EAST-NORTHEAST OF A TRACK ROAD CENTER, 0.6 M (2.0 FT)
 LF0151'SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND
 LF0151'THE MONUMENT IS LEVEL WITH THE ROAD AND PROJECTING 0.1 M (0.3 FT)
 LF0151'ABOVE THE GROUND SURFACE.  BY R.G.  HAYES
 LF0151
 LF0151                          STATION RECOVERY (1997)
 LF0151
 LF0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LF0151'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST OF MARYVILLE, MO.,
 LF0151'NORTHWEST OF AN ABANDONDED RAILROAD CROSSING.  OWNERSHIP--UNKNOWN. TO
 LF0151'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND U.S.
 LF0151'HIGHWAY BUSINESS 71 IN MARYVILLE, GO WEST, 3.2 KM (2.00 MI) ALONG
 LF0151'HIGHWAY 46 TO A COUNTY ROAD LEADING NORTH TO THE AIRPORT AND NODAWAY
 LF0151'COUNTY COMMUNITY BUILDING.  TURN RIGHT, NORTH, 1.77 KM (1.10 MI) ALONG
 LF0151'COUNTY ROAD (TURNS TO GRAVEL AT THE COMMUNITY BUILDING) TO THE
 LF0151'JUNCTION OF ANOTHER GRAVEL COUNTY ROAD.  TURN LEFT, WEST, 0.72 KM
 LF0151'(0.45 MI) ALONG THE ROAD TO AN ABANDONED RAILROAD CROSSING AND THE
 LF0151'STATION ON THE RIGHT, ON THE NORTH SIDE OF THE FENCE.  THE STATION IS
 LF0151'22.8 M (74.8 FT) NORTH OF THE GRAVEL ROAD CENTER, 16.0 M (52.5 FT)
 LF0151'NORTH OF THE RIGHT-OF-WAY FENCE, 13.7 M (44.9 FT) EAST-NORTHEAST OF A
 LF0151'TRACK ROAD CENTER, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT)
 LF0151'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS LEVEL WITH THE ROAD
 LF0151'AND PROJECTING 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  BY R.G.
 LF0151'HAYES.
 LF0151
 LF0151                          STATION RECOVERY (2003)
 LF0151
 LF0151'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 LF0151'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 71 AND ROUTE FF
 LF0151'IN MARYVILLE, GO EAST ON HIGHWAY 71 FOR 1.1 MILES TO HAWK ROAD,FROM
 LF0151'THE INTERSECTION OF HIGHWAY 71 AND HAWK ROAD GO SOUTH ON HAWK ROAD FOR
 LF0151'2.0 MILES TO THE INTERSECTION WITH 250TH STREET, GO WEST ON 250TH
 LF0151'STREET FOR 0.4 MILES TO AN ABANDONED RAILROAD BED AND THE STATION.
 LF0151' 
 LF0151'THE STATION IS 74.5 FT. NORTH OF THE CENTER OF 250TH STREET, 46 FT.
 LF0151'NORTHEAST OF THE CENTER OF THE OLD RAILROAD BED AND 2 FT. SOUTHWEST OF
 LF0151'A CARSONITE WITNESS POST IN THE FENCE.
 LF0151
 LF0151                          STATION RECOVERY (2003)
 LF0151
 LF0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JD)
 LF0151'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1879 ***********************************************************************
 JD1879  DESIGNATION -  C 200
 JD1879  PID         -  JD1879
 JD1879  STATE/COUNTY-  MO/JOHNSON
 JD1879  USGS QUAD   -  KNOB NOSTER (1981)
 JD1879
 JD1879                         *CURRENT SURVEY CONTROL
 JD1879  ___________________________________________________________________
 JD1879* NAD 83(1986)-  38 49 41.     (N)    093 34 55.     (W)     SCALED    
 JD1879* NAVD 88     -       227.529  (meters)     746.48   (feet)  ADJUSTED  
 JD1879  ___________________________________________________________________
 JD1879  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD1879  DYNAMIC HT  -         227.377 (meters)     745.99  (feet)  COMP
 JD1879  MODELED GRAV-     979,955.5   (mgal)                       NAVD 88
 JD1879
 JD1879  VERT ORDER  -  SECOND    CLASS 0
 JD1879
 JD1879.The horizontal coordinates were scaled from a topographic map and have
 JD1879.an estimated accuracy of +/- 6 seconds.
 JD1879
 JD1879.The orthometric height was determined by differential leveling
 JD1879.and adjusted by the National Geodetic Survey in June 1991..
 JD1879
 JD1879.The geoid height was determined by GEOID03.
 JD1879
 JD1879.The dynamic height is computed by dividing the NAVD 88
 JD1879.geopotential number by the normal gravity value computed on the
 JD1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1879.degrees latitude (g = 980.6199 gals.).
 JD1879
 JD1879.The modeled gravity was interpolated from observed gravity values.
 JD1879
 JD1879;                    North         East    Units  Estimated Accuracy
 JD1879;SPC MO W     -   295,760.      929,720.      MT  (+/- 180 meters Scaled)
 JD1879
 JD1879                          SUPERSEDED SURVEY CONTROL
 JD1879
 JD1879  NGVD 29 (??/??/92)  227.437  (m)          746.18   (f) ADJ UNCH    2 0
 JD1879
 JD1879.Superseded values are not recommended for survey control.
 JD1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1879.See file dsdata.txt to determine how the superseded data were derived.
 JD1879
 JD1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC494978(NAD 83)
 JD1879_MARKER: DB = BENCH MARK DISK
 JD1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1879_STAMPING: C 200 1945
 JD1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1879+STABILITY: SURFACE MOTION
 JD1879
 JD1879  HISTORY     - Date     Condition        Report By
 JD1879  HISTORY     - 1945     MONUMENTED       CGS
 JD1879  HISTORY     - 1963     GOOD             NGS
 JD1879  HISTORY     - 1984     GOOD             NGS
 JD1879  HISTORY     - 20060506 GOOD             GEOCAC
 JD1879
 JD1879                          STATION DESCRIPTION
 JD1879
 JD1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1879'5.8 MI NE FROM MONTSERRAT.
 JD1879'ABOUT 0.8 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 JD1879'AT MONTSERRAT, THENCE 0.2 MILE EAST, THENCE 2.0 MILES NORTH,
 JD1879'THENCE 1.9 MILES NORTHEAST, THENCE 0.9 MILE EAST ALONG VARIOUS
 JD1879'GRAVELED ROADS, 162 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 JD1879'CHURCH, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 25 FEET
 JD1879'EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 1.5 FEET EAST
 JD1879'OF A WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 JD1879'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 JD1879
 JD1879                          STATION RECOVERY (1984)
 JD1879
 JD1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JD1879'ABOUT 4.59 KM (2.85 MI) NORTH ALONG STATE ROAD P, FROM THE JUNCTION
 JD1879'WITH U.S. HIGHWAY 50 AT MONTSERRAT, THENCE 3.78 KM (2.35 MI) RIGHT
 JD1879'AND EAST, NORTH AND EAST ALONG A GRAVELED ROAD TO STATE ROAD MM,
 JD1879'THENCE 0.72 KM (0.45 MI) EAST ALONG ROAD TO THE MARK ON THE RIGHT, AT
 JD1879'A GRAVELED ROAD LEADING NORTH AND THE IMNANUEL LUTHERAN CHURCH, 49.38
 JD1879'M (162.0 FT) WEST FROM THE NORTHWEST CORNER OF THE CHURCH BUILDING,
 JD1879'8.2 M (27.0 FT) SOUTH FROM THE CENTERLINE OF ROAD MM, 7.6 M (25.0 FT)
 JD1879'EAST FROM THE EXTENDED CENTERLINE OF THE GRAVELED ROAD LEADING NORTH.
 JD1879
 JD1879                          STATION RECOVERY (2006)
 JD1879
 JD1879'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD1879'ADD 1.5 FEET EAST OF A CARSONITE WITNESS POST TO THE DESCRIPTION.
 JD1879' 
 JD1879'HH2 N38 49 41.5 W93 34 55.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1855 ***********************************************************************
 JD1855  DESIGNATION -  C 201
 JD1855  PID         -  JD1855
 JD1855  STATE/COUNTY-  MO/LAFAYETTE
 JD1855  USGS QUAD   -  CONCORDIA (1981)
 JD1855
 JD1855                         *CURRENT SURVEY CONTROL
 JD1855  ___________________________________________________________________
 JD1855* NAD 83(1986)-  38 57 35.     (N)    093 30 53.     (W)     SCALED    
 JD1855* NAVD 88     -       213.389  (meters)     700.09   (feet)  ADJUSTED  
 JD1855  ___________________________________________________________________
 JD1855  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1855  DYNAMIC HT  -         213.251 (meters)     699.64  (feet)  COMP
 JD1855  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 JD1855
 JD1855  VERT ORDER  -  SECOND    CLASS 0
 JD1855
 JD1855.The horizontal coordinates were scaled from a topographic map and have
 JD1855.an estimated accuracy of +/- 6 seconds.
 JD1855
 JD1855.The orthometric height was determined by differential leveling
 JD1855.and adjusted by the National Geodetic Survey in June 1991..
 JD1855.WARNING-Repeat measurements at this control monument indicate possible
 JD1855.vertical movement.
 JD1855
 JD1855.The geoid height was determined by GEOID03.
 JD1855
 JD1855.The dynamic height is computed by dividing the NAVD 88
 JD1855.geopotential number by the normal gravity value computed on the
 JD1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1855.degrees latitude (g = 980.6199 gals.).
 JD1855
 JD1855.The modeled gravity was interpolated from observed gravity values.
 JD1855
 JD1855;                    North         East    Units  Estimated Accuracy
 JD1855;SPC MO W     -   310,440.      935,400.      MT  (+/- 180 meters Scaled)
 JD1855
 JD1855                          SUPERSEDED SURVEY CONTROL
 JD1855
 JD1855  NGVD 29 (??/??/92)  213.297  (m)          699.79   (f) ADJ UNCH    2 0
 JD1855
 JD1855.Superseded values are not recommended for survey control.
 JD1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1855.See file dsdata.txt to determine how the superseded data were derived.
 JD1855
 JD1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD554124(NAD 83)
 JD1855_MARKER: DB = BENCH MARK DISK
 JD1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1855_SP_SET: CULVERT
 JD1855_STAMPING: C 201 1945
 JD1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD1855+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 JD1855
 JD1855  HISTORY     - Date     Condition        Report By
 JD1855  HISTORY     - 1945     MONUMENTED       CGS
 JD1855  HISTORY     - 1963     GOOD             NGS
 JD1855  HISTORY     - 20050429 GOOD             GEOCAC
 JD1855
 JD1855                          STATION DESCRIPTION
 JD1855
 JD1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1855'4 MI SW FROM CONCORDIA.
 JD1855'ABOUT 3.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1855'THE STATION AT CONCORDIA, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 JD1855'ROAD, SET IN THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A
 JD1855'CULVERT, 10 FEET WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT
 JD1855'LEVEL WITH THE ROAD.
 JD1855
 JD1855                          STATION RECOVERY (2005)
 JD1855
 JD1855'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD1855'1.4 MI SW FROM EMMA. ABOUT 0.9 MILES SOUTH OF EMMA RD ALONG GOOSE
 JD1855'CREEK RD, SET IN THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A
 JD1855'CULVERT, 10 FEET WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL
 JD1855'WITH THE ROAD.
 JD1855'HANDHELD COORDINATES N38 57.599 W93 30.886
 JD1855' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0118 ***********************************************************************
 JD0118  DESIGNATION -  C 202
 JD0118  PID         -  JD0118
 JD0118  STATE/COUNTY-  MO/CALLAWAY
 JD0118  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0118
 JD0118                         *CURRENT SURVEY CONTROL
 JD0118  ___________________________________________________________________
 JD0118* NAD 83(1986)-  38 36 18.     (N)    092 10 27.     (W)     SCALED    
 JD0118* NAVD 88     -       169.101  (meters)     554.79   (feet)  ADJUSTED  
 JD0118  ___________________________________________________________________
 JD0118  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD0118  DYNAMIC HT  -         168.988 (meters)     554.42  (feet)  COMP
 JD0118  MODELED GRAV-     979,957.0   (mgal)                       NAVD 88
 JD0118
 JD0118  VERT ORDER  -  SECOND    CLASS 0
 JD0118
 JD0118.This mark is at Jefferson City Mem Airport (JEF)
 JD0118
 JD0118.The horizontal coordinates were scaled from a topographic map and have
 JD0118.an estimated accuracy of +/- 6 seconds.
 JD0118
 JD0118.The orthometric height was determined by differential leveling
 JD0118.and adjusted by the National Geodetic Survey in June 1991..
 JD0118
 JD0118.The geoid height was determined by GEOID03.
 JD0118
 JD0118.The dynamic height is computed by dividing the NAVD 88
 JD0118.geopotential number by the normal gravity value computed on the
 JD0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0118.degrees latitude (g = 980.6199 gals.).
 JD0118
 JD0118.The modeled gravity was interpolated from observed gravity values.
 JD0118
 JD0118;                    North         East    Units  Estimated Accuracy
 JD0118;SPC MO C     -   307,630.      528,380.      MT  (+/- 180 meters Scaled)
 JD0118
 JD0118                          SUPERSEDED SURVEY CONTROL
 JD0118
 JD0118  NGVD 29 (??/??/92)  169.120  (m)          554.85   (f) ADJ UNCH    2 0
 JD0118
 JD0118.Superseded values are not recommended for survey control.
 JD0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0118.See file dsdata.txt to determine how the superseded data were derived.
 JD0118
 JD0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC719732(NAD 83)
 JD0118_MARKER: DB = BENCH MARK DISK
 JD0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0118_SP_SET: WALL
 JD0118_STAMPING: C 202 1946
 JD0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0118
 JD0118  HISTORY     - Date     Condition        Report By
 JD0118  HISTORY     - 1946     MONUMENTED       CGS
 JD0118  HISTORY     - 1954     GOOD             NGS
 JD0118
 JD0118                          STATION DESCRIPTION
 JD0118
 JD0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JD0118'0.7 MI SW FROM NORTH JEFFERSON.
 JD0118'AT THE JEFFERSON CITY AIRPORT, ON THE SOUTH FACE OF THE
 JD0118'ADMINISTRATION BUILDING, 3.5 FEET ABOVE GROUND AND 1.8 FEET WEST
 JD0118'OF THE SOUTHEAST CORNER OF THE BUILDING.  A BRONZE BENCH MARK
 JD0118'DISK SET VERTICALLY IN A BRICK WALL.  NOTE-- THE AIRPORT HAS BEEN
 JD0118'ABANDONED, THE AIRPORT NOW USED BY JEFFERSON CITY IS LOCATED
 JD0118'ABOUT 1 MILE EAST.  THE DESCRIPTION IS STILL GOOD WITH THE
 JD0118'EXCEPTION THAT THE ADMINISTRATION BUILDING MENTIONED IN THE
 JD0118'ORIGINAL DESCRIPTION IS NOT IN USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0599 ***********************************************************************
 JC0599  DESIGNATION -  C 203
 JC0599  PID         -  JC0599
 JC0599  STATE/COUNTY-  MO/FRANKLIN
 JC0599  USGS QUAD   -  NEW HAVEN (1973)
 JC0599
 JC0599                         *CURRENT SURVEY CONTROL
 JC0599  ___________________________________________________________________
 JC0599* NAD 83(1986)-  38 35 53.     (N)    091 08 57.     (W)     SCALED    
 JC0599* NAVD 88     -       153.358  (meters)     503.14   (feet)  ADJUSTED  
 JC0599  ___________________________________________________________________
 JC0599  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JC0599  DYNAMIC HT  -         153.261 (meters)     502.82  (feet)  COMP
 JC0599  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JC0599
 JC0599  VERT ORDER  -  FIRST     CLASS II
 JC0599
 JC0599.The horizontal coordinates were scaled from a topographic map and have
 JC0599.an estimated accuracy of +/- 6 seconds.
 JC0599
 JC0599.The orthometric height was determined by differential leveling
 JC0599.and adjusted by the National Geodetic Survey in June 1991..
 JC0599
 JC0599.The geoid height was determined by GEOID03.
 JC0599
 JC0599.The dynamic height is computed by dividing the NAVD 88
 JC0599.geopotential number by the normal gravity value computed on the
 JC0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0599.degrees latitude (g = 980.6199 gals.).
 JC0599
 JC0599.The modeled gravity was interpolated from observed gravity values.
 JC0599
 JC0599;                    North         East    Units  Estimated Accuracy
 JC0599;SPC MO E     -   307,010.      193,450.      MT  (+/- 180 meters Scaled)
 JC0599
 JC0599                          SUPERSEDED SURVEY CONTROL
 JC0599
 JC0599  NGVD 29 (??/??/92)  153.414  (m)          503.33   (f) ADJ UNCH    1 2
 JC0599
 JC0599.Superseded values are not recommended for survey control.
 JC0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0599.See file dsdata.txt to determine how the superseded data were derived.
 JC0599
 JC0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC611737(NAD 83)
 JC0599_MARKER: DB = BENCH MARK DISK
 JC0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0599_SP_SET: BRIDGE
 JC0599_STAMPING: C 203 1946
 JC0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0599
 JC0599  HISTORY     - Date     Condition        Report By
 JC0599  HISTORY     - 1946     MONUMENTED       CGS
 JC0599  HISTORY     - 1970     MARK NOT FOUND   USGS
 JC0599  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0599
 JC0599                          STATION DESCRIPTION
 JC0599
 JC0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0599'3.9 MI SE FROM NEW HAVEN.
 JC0599'ABOUT 3.9 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0599'FROM THE STATION AT NEW HAVEN, ABOUT FOUR POLES NORTHWEST OF
 JC0599'MILE POST 63-10, 10.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT
 JC0599'LOWER THAN THE CENTER LINE OF THE NORTHEAST TRACK, ON TOP OF THE
 JC0599'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NO. 16.
 JC0599'A BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 JC0599
 JC0599                          STATION RECOVERY (1970)
 JC0599
 JC0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JC0599'MARK NOT FOUND.
 JC0599
 JC0599                          STATION RECOVERY (1986)
 JC0599
 JC0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0226 ***********************************************************************
 JC0226  DESIGNATION -  C 205
 JC0226  PID         -  JC0226
 JC0226  STATE/COUNTY-  MO/ST LOUIS
 JC0226  USGS QUAD   -  KIRKWOOD (1993)
 JC0226
 JC0226                         *CURRENT SURVEY CONTROL
 JC0226  ___________________________________________________________________
 JC0226* NAD 83(1986)-  38 34 34.     (N)    090 26 03.     (W)     SCALED    
 JC0226* NAVD 88     -       174.733  (meters)     573.27   (feet)  ADJUSTED  
 JC0226  ___________________________________________________________________
 JC0226  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JC0226  DYNAMIC HT  -         174.618 (meters)     572.89  (feet)  COMP
 JC0226  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 JC0226
 JC0226  VERT ORDER  -  FIRST     CLASS I
 JC0226
 JC0226.The horizontal coordinates were scaled from a topographic map and have
 JC0226.an estimated accuracy of +/- 6 seconds.
 JC0226
 JC0226.The orthometric height was determined by differential leveling
 JC0226.and adjusted by the National Geodetic Survey in June 1991..
 JC0226
 JC0226.The geoid height was determined by GEOID03.
 JC0226
 JC0226.The dynamic height is computed by dividing the NAVD 88
 JC0226.geopotential number by the normal gravity value computed on the
 JC0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0226.degrees latitude (g = 980.6199 gals.).
 JC0226
 JC0226.The modeled gravity was interpolated from observed gravity values.
 JC0226
 JC0226;                    North         East    Units  Estimated Accuracy
 JC0226;SPC MO E     -   304,380.      255,740.      MT  (+/- 180 meters Scaled)
 JC0226
 JC0226                          SUPERSEDED SURVEY CONTROL
 JC0226
 JC0226  NGVD 29 (??/??/92)  174.829  (m)          573.58   (f) ADJ UNCH    1 1
 JC0226
 JC0226.Superseded values are not recommended for survey control.
 JC0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0226.See file dsdata.txt to determine how the superseded data were derived.
 JC0226
 JC0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC235728(NAD 83)
 JC0226_MARKER: DB = BENCH MARK DISK
 JC0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0226_SP_SET: PIER
 JC0226_STAMPING: C 205 1946
 JC0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0226
 JC0226  HISTORY     - Date     Condition        Report By
 JC0226  HISTORY     - 1946     MONUMENTED       CGS
 JC0226  HISTORY     - 1969     GOOD             NGS
 JC0226  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JC0226  HISTORY     - 19940511 GOOD             USPSQD
 JC0226  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 JC0226  HISTORY     - 19990307 GOOD             USPSQD
 JC0226
 JC0226                          STATION DESCRIPTION
 JC0226
 JC0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0226'1.7 MI SW FROM KIRKWOOD.
 JC0226'ABOUT 1.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0226'FROM THE STATION AT KIRKWOOD, SET VERTICALLY IN THE NORTHWEST
 JC0226'FACE OF THE SOUTHWEST END OF THE SOUTHEAST PIER UNDER THE BALLAS
 JC0226'ROAD OVERPASS OVER THE TRACK, 7.8 FEET SOUTHEAST OF THE SOUTHEAST
 JC0226'RAIL OF THE EASTBOUND TRACK, 2.6 FEET NORTHEAST OF THE SOUTHWEST
 JC0226'END OF THE PIER, 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND
 JC0226'2 FEET ABOVE THE LEVEL OF THE TRACK.  SEC 3, T44N, R5E.
 JC0226
 JC0226                          STATION RECOVERY (1984)
 JC0226
 JC0226'RECOVERY NOTE BY US POWER SQUADRON 1984
 JC0226'MARK NOT FOUND.
 JC0226
 JC0226                          STATION RECOVERY (1994)
 JC0226
 JC0226'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0226'RECOVERED IN GOOD CONDITION.
 JC0226
 JC0226                          STATION RECOVERY (1995)
 JC0226
 JC0226'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0226'MARK NOT FOUND.
 JC0226
 JC0226                          STATION RECOVERY (1999)
 JC0226
 JC0226'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0712 ***********************************************************************
 LF0712  DESIGNATION -  C 206 BOLT
 LF0712  PID         -  LF0712
 LF0712  STATE/COUNTY-  MO/ATCHISON
 LF0712  USGS QUAD   -  ROCK PORT (1981)
 LF0712
 LF0712                         *CURRENT SURVEY CONTROL
 LF0712  ___________________________________________________________________
 LF0712* NAD 83(1986)-  40 24 15.     (N)    095 37 11.     (W)     SCALED    
 LF0712* NAVD 88     -       270.132  (meters)     886.26   (feet)  ADJUSTED  
 LF0712  ___________________________________________________________________
 LF0712  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LF0712  DYNAMIC HT  -         269.990 (meters)     885.79  (feet)  COMP
 LF0712  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 LF0712
 LF0712  VERT ORDER  -  SECOND    CLASS 0
 LF0712
 LF0712.The horizontal coordinates were scaled from a topographic map and have
 LF0712.an estimated accuracy of +/- 6 seconds.
 LF0712
 LF0712.The orthometric height was determined by differential leveling
 LF0712.and adjusted by the National Geodetic Survey in June 1991..
 LF0712
 LF0712.The geoid height was determined by GEOID03.
 LF0712
 LF0712.The dynamic height is computed by dividing the NAVD 88
 LF0712.geopotential number by the normal gravity value computed on the
 LF0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0712.degrees latitude (g = 980.6199 gals.).
 LF0712
 LF0712.The modeled gravity was interpolated from observed gravity values.
 LF0712
 LF0712;                    North         East    Units  Estimated Accuracy
 LF0712;SPC MO W     -   470,950.      754,950.      MT  (+/- 180 meters Scaled)
 LF0712
 LF0712                          SUPERSEDED SURVEY CONTROL
 LF0712
 LF0712  NGVD 29 (??/??/92)  270.04   (m)          886.0    (f) COMPUTED    2 0
 LF0712
 LF0712.Superseded values are not recommended for survey control.
 LF0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0712.See file dsdata.txt to determine how the superseded data were derived.
 LF0712
 LF0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE776759(NAD 83)
 LF0712_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0712_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0712_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0712
 LF0712  HISTORY     - Date     Condition        Report By
 LF0712  HISTORY     - UNK      MONUMENTED       MORC
 LF0712  HISTORY     - 1947     GOOD             NGS
 LF0712
 LF0712                          STATION DESCRIPTION
 LF0712
 LF0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0712'1 MI W FROM PHELPS CITY.
 LF0712'1.0 MILE WEST ALONG STATE HIGHWAY NO. 4 FROM THE METHODIST
 LF0712'CHURCH AT PHELPS CITY, IN THE FRONT LAWN OF A FARM HOUSE, 86.4
 LF0712'FEET NORTH OF THE CONCRETE FOUNDATION OF THE NORTH WALL OF THE
 LF0712'FARM HOUSE, 81.0 FEET EAST OF THE CENTER OF A PRIVATE DRIVE-WAY
 LF0712'LEADING SOUTH TO A FARM HOUSE, 31.0 FEET SOUTH OF THE CENTER
 LF0712'OF THE HIGHWAY, 19.0 FEET NORTHWEST OF A 2 1/2-FOOT ELDER BOX
 LF0712'TREE AND 17.3 FEET NORTH OF A 15-INCH BOX ELDER TREE, A MISSOURI
 LF0712'RIVER COMMISSION COPPER BOLT SET IN AN 18-INCH SQUARE STONE
 LF0712'3 1/2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD BY REMOVING THE
 LF0712'CAP FROM THE TOP OF A 4-INCH IRON PIPE 4 FEET LONG WHICH
 LF0712'SURMOUNTS THE STONE AND PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0711 ***********************************************************************
 LF0711  DESIGNATION -  C 206 CAP
 LF0711  PID         -  LF0711
 LF0711  STATE/COUNTY-  MO/ATCHISON
 LF0711  USGS QUAD   -  ROCK PORT (1981)
 LF0711
 LF0711                         *CURRENT SURVEY CONTROL
 LF0711  ___________________________________________________________________
 LF0711* NAD 83(1997)-  40 24 14.49772(N)    095 37 04.19382(W)     ADJUSTED  
 LF0711* NAVD 88     -       271.380  (meters)     890.35   (feet)  ADJUSTED  
 LF0711  ___________________________________________________________________
 LF0711  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 LF0711  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LF0711  DYNAMIC HT  -         271.237 (meters)     889.88  (feet)  COMP
 LF0711  MODELED GRAV-     980,092.3   (mgal)                       NAVD 88
 LF0711
 LF0711  HORZ ORDER  -  SECOND
 LF0711  VERT ORDER  -  SECOND    CLASS 0
 LF0711
 LF0711.The horizontal coordinates were established by classical geodetic methods
 LF0711.and adjusted by the National Geodetic Survey in February 2000..
 LF0711
 LF0711.The orthometric height was determined by differential leveling
 LF0711.and adjusted by the National Geodetic Survey in June 1991..
 LF0711
 LF0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0711
 LF0711.The geoid height was determined by GEOID03.
 LF0711
 LF0711.The dynamic height is computed by dividing the NAVD 88
 LF0711.geopotential number by the normal gravity value computed on the
 LF0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0711.degrees latitude (g = 980.6199 gals.).
 LF0711
 LF0711.The modeled gravity was interpolated from observed gravity values.
 LF0711
 LF0711;                    North         East     Units Scale Factor Converg.
 LF0711;SPC MO W     -   470,927.840   755,113.621   MT  1.00005196   -0 43 28.6
 LF0711;SPC NE       -    72,788.898   871,777.350   MT  0.99984173   +2 54 14.6
 LF0711;UTM  15      - 4,475,892.529   277,852.737   MT  1.00020751   -1 41 51.0
 LF0711
 LF0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0711!SPC MO W     -   0.99996217  x   1.00005196  =   1.00001413
 LF0711!SPC NE       -   0.99996217  x   0.99984173  =   0.99980391
 LF0711!UTM  15      -   0.99996217  x   1.00020751  =   1.00016967
 LF0711
 LF0711                          SUPERSEDED SURVEY CONTROL
 LF0711
 LF0711  NAD 83(1997)-  40 24 14.49772(N)    095 37 04.19382(W) AD(       ) 2
 LF0711  NAD 83(1997)-  40 24 14.49773(N)    095 37 04.19381(W) AD(       ) 2
 LF0711  NAD 83(1997)-  40 24 14.49772(N)    095 37 04.19384(W) AD(       ) 2
 LF0711  NAD 83(1986)-  40 24 14.50394(N)    095 37 04.18916(W) AD(       ) 2
 LF0711  NAD 27      -  40 24 14.49600(N)    095 37 03.23100(W) AD(       ) 2
 LF0711  NGVD 29 (??/??/92)  271.29   (m)          890.1    (f) COMPUTED    2 0
 LF0711
 LF0711.Superseded values are not recommended for survey control.
 LF0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0711.See file dsdata.txt to determine how the superseded data were derived.
 LF0711
 LF0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7785375893(NAD 83)
 LF0711_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0711_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0711_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0711_STAMPING: C 206 ON NORTH SIDE OF 4-INCH IRON PIPE
 LF0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0711
 LF0711  HISTORY     - Date     Condition        Report By
 LF0711  HISTORY     - 1947     MONUMENTED       MORC
 LF0711  HISTORY     - 1947     GOOD             NGS
 LF0711
 LF0711                          STATION DESCRIPTION
 LF0711
 LF0711'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (GLS)
 LF0711'THE STATION IS LOCATED ABOUT 1 MILE WEST OF PHELPS CITY, ABOUT
 LF0711'0.5 MILE EAST OF THE UNION SCHOOL AND ABOUT 1 MILE EAST OF THE
 LF0711'MISSOURI RIVER.  IT IS 27 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 LF0711'OF STATE ROUTE 4 IN THE NORTH EDGE OF A YARD NORTH OF A FARM
 LF0711'HOUSE.  THE MARK IS A STANDARD MRC DISK SET IN THE TOP OF A 5
 LF0711'INCH STEEL PIPE PAINTED WHITE.  THE MARK PROJECTS ABOUT 6 INCHES
 LF0711'AND THE DISK IS STAMPED C206.
 LF0711'
 LF0711'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION UNION 1947
 LF0711'AND THE DISTANCE WAS 21.466 METERS 70.43 FEET.
 LF0711'
 LF0711'TO REACH FROM THE JUNCTION OF STATE ROUTE 4 AND COUNTY ROUTE U IN
 LF0711'THE NORTH EDGE OF PHELPS CITY GO WEST ON STATE ROUTE 4 FOR 1.0
 LF0711'MILE TO FARM HOUSE AND MARK ON LEFT AS DESCRIBED.
 LF0711
 LF0711                          STATION RECOVERY (1947)
 LF0711
 LF0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 LF0711'1 MI W FROM PHELPS CITY.
 LF0711'1.0 MILE WEST ALONG STATE HIGHWAY NO. 4 FROM THE METHODIST
 LF0711'CHURCH AT PHELPS CITY, IN THE FRONT LAWN OF A FARM HOUSE, 86.4
 LF0711'FEET NORTH OF THE CONCRETE FOUNDATION OF THE NORTH WALL OF A
 LF0711'FARM HOUSE, 81.0 FEET EAST OF THE CENTER OF A PRIVATE DRIVE-WAY
 LF0711'LEADING SOUTH TO A FARM HOUSE, 31.0 FEET SOUTH OF THE CENTER
 LF0711'OF THE HIGHWAY, 19.0 FEET NORTHWEST OF A 2 1/2-FOOT BOX ELDER
 LF0711'TREE AND 17.3 FEET NORTH OF A 15-INCH BOX ELDER TREE, A MISSOURI
 LF0711'RIVER COMMISSION IRON CAP BOLTED ON TOP OF A 4-INCH IRON PIPE
 LF0711'WHICH IS ABOUT 2 FEET BELOW THE HIGHWAY AND PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1508 ***********************************************************************
 LF1508  DESIGNATION -  C 206 RESET
 LF1508  PID         -  LF1508
 LF1508  STATE/COUNTY-  MO/ATCHISON
 LF1508  USGS QUAD   -  ROCK PORT (1981)
 LF1508
 LF1508                         *CURRENT SURVEY CONTROL
 LF1508  ___________________________________________________________________
 LF1508* NAD 83(1986)-  40 24 15.     (N)    095 37 11.     (W)     SCALED    
 LF1508* NAVD 88     -       271.62   (meters)     891.1    (feet)  RESET     
 LF1508  ___________________________________________________________________
 LF1508  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LF1508
 LF1508  VERT ORDER  -  THIRD
 LF1508
 LF1508.The horizontal coordinates were scaled from a topographic map and have
 LF1508.an estimated accuracy of +/- 6 seconds.
 LF1508
 LF1508.The orthometric height was computed from unverified reset data.
 LF1508.No vertical observational check was made to the station.
 LF1508
 LF1508.The geoid height was determined by GEOID03.
 LF1508
 LF1508;                    North         East    Units  Estimated Accuracy
 LF1508;SPC MO W     -   470,950.      754,950.      MT  (+/- 180 meters Scaled)
 LF1508
 LF1508                          SUPERSEDED SURVEY CONTROL
 LF1508
 LF1508.No superseded survey control is available for this station.
 LF1508
 LF1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE776759(NAD 83)
 LF1508_MARKER: DB = BENCH MARK DISK
 LF1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1508_SP_SET: CONCRETE POST
 LF1508_STAMPING: C 206 MORC RESET 1984
 LF1508_MARK LOGO: MOHC  
 LF1508_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1508+STABILITY: SURFACE MOTION
 LF1508
 LF1508  HISTORY     - Date     Condition        Report By
 LF1508  HISTORY     - 1984     MONUMENTED       MOHC
 LF1508
 LF1508                          STATION DESCRIPTION
 LF1508
 LF1508'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1984
 LF1508'1.0 MI (1.6 KM) WEST ALONG U.S. HIGHWAY 136, FROM THE JUNCTION WITH
 LF1508'STATE ROAD U AND A RAILROAD CROSSING IN PHELPS CITY, 96.09 FT
 LF1508'(29.29 M) WEST FROM BENCH MARK UNION 2 1965, 60.0 FT (18.3 M) SOUTH
 LF1508'FROM THE CENTERLINE OF THE HIGHWAY, 25.5 FT (7.8 M) EAST FROM THE
 LF1508'CENTERLINE OF A FIELD ENTRANCE, 1.3 FT (0.4 M) NORTH FROM A WITNESS
 LF1508'POST AND ABOUT 3 FT (0.9 M) LOWER THAN THE HIGHWAY, MARK IS FLUSH
 LF1508'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0437 ***********************************************************************
 LF0437  DESIGNATION -  C 207
 LF0437  PID         -  LF0437
 LF0437  STATE/COUNTY-  MO/HOLT
 LF0437  USGS QUAD   -  CORNING (1984)
 LF0437
 LF0437                         *CURRENT SURVEY CONTROL
 LF0437  ___________________________________________________________________
 LF0437* NAD 83(1986)-  40 11 24.     (N)    095 26 29.     (W)     SCALED    
 LF0437* NAVD 88     -       266.471  (meters)     874.25   (feet)  ADJUSTED  
 LF0437  ___________________________________________________________________
 LF0437  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LF0437  DYNAMIC HT  -         266.326 (meters)     873.77  (feet)  COMP
 LF0437  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 LF0437
 LF0437  VERT ORDER  -  FIRST     CLASS II
 LF0437
 LF0437.The horizontal coordinates were scaled from a topographic map and have
 LF0437.an estimated accuracy of +/- 6 seconds.
 LF0437
 LF0437.The orthometric height was determined by differential leveling
 LF0437.and adjusted by the National Geodetic Survey in June 1991..
 LF0437
 LF0437.The geoid height was determined by GEOID03.
 LF0437
 LF0437.The dynamic height is computed by dividing the NAVD 88
 LF0437.geopotential number by the normal gravity value computed on the
 LF0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0437.degrees latitude (g = 980.6199 gals.).
 LF0437
 LF0437.The modeled gravity was interpolated from observed gravity values.
 LF0437
 LF0437;                    North         East    Units  Estimated Accuracy
 LF0437;SPC MO W     -   446,990.      769,840.      MT  (+/- 180 meters Scaled)
 LF0437
 LF0437                          SUPERSEDED SURVEY CONTROL
 LF0437
 LF0437  NGVD 29 (??/??/92)  266.373  (m)          873.93   (f) ADJ UNCH    1 2
 LF0437
 LF0437.Superseded values are not recommended for survey control.
 LF0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0437.See file dsdata.txt to determine how the superseded data were derived.
 LF0437
 LF0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE921517(NAD 83)
 LF0437_MARKER: DB = BENCH MARK DISK
 LF0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0437_SP_SET: CONCRETE POST
 LF0437_STAMPING: C 207 1948
 LF0437_MARK LOGO: CGS   
 LF0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0437+STABILITY: SURFACE MOTION
 LF0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0437+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 LF0437
 LF0437  HISTORY     - Date     Condition        Report By
 LF0437  HISTORY     - 1948     MONUMENTED       CGS
 LF0437  HISTORY     - 1961     GOOD             NGS
 LF0437  HISTORY     - 19890815 GOOD             NGS
 LF0437  HISTORY     - 20060117 MARK NOT FOUND   GEOCAC
 LF0437
 LF0437                          STATION DESCRIPTION
 LF0437
 LF0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0437'3.5 MI W FROM CRAIG.
 LF0437'3.5 MILES WEST ALONG STATE HIGHWAY NO. 111 FROM THE STATION AT
 LF0437'CRAIG, AT A T-ROAD, ON THE OUTSIDE OF A U-CURVE IN THE HIGHWAY,
 LF0437'52.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17.0 FEET
 LF0437'NORTHWEST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST, ABOUT
 LF0437'110.0 FEET NORTH OF A WHITE FARMHOUSE, 18.7 FEET SOUTHWEST OF A
 LF0437'CORNER FENCE POST, 1.0 FOOT SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST
 LF0437'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0437'0.4 FOOT ABOVE THE GROUND.  NOTE-- THE REFERENCE POST IS GONE.
 LF0437
 LF0437                          STATION RECOVERY (1961)
 LF0437
 LF0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0437'RECOVERED IN GOOD CONDITION.
 LF0437
 LF0437                          STATION RECOVERY (1989)
 LF0437
 LF0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0437'RECOVERED IN GOOD CONDITION.
 LF0437
 LF0437                          STATION RECOVERY (2006)
 LF0437
 LF0437'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF0437'A ROUND CONCRETE POST WITH THE TOP BROKEN OFF WAS FOUND AT THIS
 LF0437'LOCATION. THE POST PROJECTS A COUPLE OF INCHES ABOVE THE GROUND. THE
 LF0437'STEM FROM A DISK IS IN THE CENTER OF THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0695 ***********************************************************************
 LF0695  DESIGNATION -  C 208
 LF0695  PID         -  LF0695
 LF0695  STATE/COUNTY-  MO/ATCHISON
 LF0695  USGS QUAD   -  LANGDON (1984)
 LF0695
 LF0695                         *CURRENT SURVEY CONTROL
 LF0695  ___________________________________________________________________
 LF0695* NAD 83(1986)-  40 19 26.     (N)    095 36 24.     (W)     SCALED    
 LF0695* NAVD 88     -       269.483  (meters)     884.13   (feet)  ADJUSTED  
 LF0695  ___________________________________________________________________
 LF0695  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LF0695  DYNAMIC HT  -         269.340 (meters)     883.66  (feet)  COMP
 LF0695  MODELED GRAV-     980,085.8   (mgal)                       NAVD 88
 LF0695
 LF0695  VERT ORDER  -  SECOND    CLASS 0
 LF0695
 LF0695.The horizontal coordinates were scaled from a topographic map and have
 LF0695.an estimated accuracy of +/- 6 seconds.
 LF0695
 LF0695.The orthometric height was determined by differential leveling
 LF0695.and adjusted by the National Geodetic Survey in June 1991..
 LF0695
 LF0695.The geoid height was determined by GEOID03.
 LF0695
 LF0695.The dynamic height is computed by dividing the NAVD 88
 LF0695.geopotential number by the normal gravity value computed on the
 LF0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0695.degrees latitude (g = 980.6199 gals.).
 LF0695
 LF0695.The modeled gravity was interpolated from observed gravity values.
 LF0695
 LF0695;                    North         East    Units  Estimated Accuracy
 LF0695;SPC MO W     -   462,020.      755,950.      MT  (+/- 180 meters Scaled)
 LF0695
 LF0695                          SUPERSEDED SURVEY CONTROL
 LF0695
 LF0695  NGVD 29 (??/??/92)  269.40   (m)          883.9    (f) COMPUTED    2 0
 LF0695
 LF0695.Superseded values are not recommended for survey control.
 LF0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0695.See file dsdata.txt to determine how the superseded data were derived.
 LF0695
 LF0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE785669(NAD 83)
 LF0695_MARKER: DB = BENCH MARK DISK
 LF0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0695_STAMPING: C 208 1948
 LF0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0695+STABILITY: SURFACE MOTION
 LF0695
 LF0695  HISTORY     - Date     Condition        Report By
 LF0695  HISTORY     - 1948     MONUMENTED       CGS
 LF0695
 LF0695                          STATION DESCRIPTION
 LF0695
 LF0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0695'3.8 MI S FROM LANGDON.
 LF0695'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0695'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 2.05 MILES SOUTH
 LF0695'ALONG A PAVED ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 LF0695'LEADING NORTH AND WEST, 46.0 FEET SOUTHEAST OF THE CENTER LINE
 LF0695'OF THE CURVE, 21.0 FEET EAST OF A POINT ON THE PROJECTED CENTER
 LF0695'LINE OF THE NORTH TANGENT, ON ABOUT THE CENTER LINE OF THE WEST
 LF0695'TANGENT, 4.5 FEET NORTH OF A TELEPHONE POLE, 1.2 FEET WEST OF A
 LF0695'FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LF0695'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0696 ***********************************************************************
 LF0696  DESIGNATION -  C 208 RESET
 LF0696  PID         -  LF0696
 LF0696  STATE/COUNTY-  MO/ATCHISON
 LF0696  USGS QUAD   -  LANGDON (1984)
 LF0696
 LF0696                         *CURRENT SURVEY CONTROL
 LF0696  ___________________________________________________________________
 LF0696* NAD 83(1986)-  40 19 26.     (N)    095 36 24.     (W)     SCALED    
 LF0696* NAVD 88     -       269.43   (+/-2cm)     884.0    (feet)  VERTCON   
 LF0696  ___________________________________________________________________
 LF0696  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LF0696
 LF0696  VERT ORDER  -  THIRD (See Below)
 LF0696
 LF0696.The horizontal coordinates were scaled from a topographic map and have
 LF0696.an estimated accuracy of +/- 6 seconds.
 LF0696
 LF0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0696.The vertical order pertains to the NGVD 29 superseded value.
 LF0696
 LF0696.The geoid height was determined by GEOID03.
 LF0696
 LF0696;                    North         East    Units  Estimated Accuracy
 LF0696;SPC MO W     -   462,020.      755,950.      MT  (+/- 180 meters Scaled)
 LF0696
 LF0696                          SUPERSEDED SURVEY CONTROL
 LF0696
 LF0696  NGVD 29 (??/??/??)  269.35   (m)          883.7    (f) RESET       3  
 LF0696
 LF0696.Superseded values are not recommended for survey control.
 LF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0696.See file dsdata.txt to determine how the superseded data were derived.
 LF0696
 LF0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE785669(NAD 83)
 LF0696_MARKER: DB = BENCH MARK DISK
 LF0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0696_STAMPING: C 208 1948 RESET 1962
 LF0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0696+STABILITY: SURFACE MOTION
 LF0696
 LF0696  HISTORY     - Date     Condition        Report By
 LF0696  HISTORY     - 1962     MONUMENTED       MOHC
 LF0696  HISTORY     - 1962     GOOD             NGS
 LF0696
 LF0696                          STATION DESCRIPTION
 LF0696
 LF0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LF0696'4.1 MI SW FROM LANGDON.
 LF0696'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0696'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 2.05 MILES SOUTH
 LF0696'ALONG A PAVED ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING
 LF0696'NORTH AND WEST, 46.0 FEET SOUTH EAST OF THE CENTERLINE OF THE
 LF0696'CURVE, 21.0 FEET EAST OF A POINT ON THE PROJECTED CENTERLINE OF THE
 LF0696'NORTH TANGENT, ON ABOUT THE CENTERLINE OF THE WEST TANGENT,
 LF0696'4.5 FEET NORTH OF A TELEPHONE POLE, 1.2 FEET WEST OF A FENCE,
 LF0696'1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF0696'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS
 LF0696'110 FEET NORTH AND 34 FEET EAST OF THE S 1/4 CORNER SECTION 26,
 LF0696'T64N, R42W, 5TH P.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0678 ***********************************************************************
 LF0678  DESIGNATION -  C 209
 LF0678  PID         -  LF0678
 LF0678  STATE/COUNTY-  MO/ATCHISON
 LF0678  USGS QUAD   -  ROCK PORT (1981)
 LF0678
 LF0678                         *CURRENT SURVEY CONTROL
 LF0678  ___________________________________________________________________
 LF0678* NAD 83(1986)-  40 22 56.     (N)    095 36 25.     (W)     SCALED    
 LF0678* NAVD 88     -       271.336  (meters)     890.21   (feet)  ADJUSTED  
 LF0678  ___________________________________________________________________
 LF0678  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LF0678  DYNAMIC HT  -         271.193 (meters)     889.74  (feet)  COMP
 LF0678  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 LF0678
 LF0678  VERT ORDER  -  SECOND    CLASS 0
 LF0678
 LF0678.The horizontal coordinates were scaled from a topographic map and have
 LF0678.an estimated accuracy of +/- 6 seconds.
 LF0678
 LF0678.The orthometric height was determined by differential leveling
 LF0678.and adjusted by the National Geodetic Survey in June 1991..
 LF0678
 LF0678.The geoid height was determined by GEOID03.
 LF0678
 LF0678.The dynamic height is computed by dividing the NAVD 88
 LF0678.geopotential number by the normal gravity value computed on the
 LF0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0678.degrees latitude (g = 980.6199 gals.).
 LF0678
 LF0678.The modeled gravity was interpolated from observed gravity values.
 LF0678
 LF0678;                    North         East    Units  Estimated Accuracy
 LF0678;SPC MO W     -   468,500.      756,010.      MT  (+/- 180 meters Scaled)
 LF0678
 LF0678                          SUPERSEDED SURVEY CONTROL
 LF0678
 LF0678  NGVD 29 (??/??/92)  271.248  (m)          889.92   (f) ADJ UNCH    2 0
 LF0678
 LF0678.Superseded values are not recommended for survey control.
 LF0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0678.See file dsdata.txt to determine how the superseded data were derived.
 LF0678
 LF0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE787734(NAD 83)
 LF0678_MARKER: DB = BENCH MARK DISK
 LF0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0678_STAMPING: C 209 1948
 LF0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0678+STABILITY: SURFACE MOTION
 LF0678
 LF0678  HISTORY     - Date     Condition        Report By
 LF0678  HISTORY     - 1948     MONUMENTED       CGS
 LF0678  HISTORY     - 1961     GOOD             NGS
 LF0678
 LF0678                          STATION DESCRIPTION
 LF0678
 LF0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0678'2.9 MI S FROM PHELPS CITY.
 LF0678'0.9 MILE WEST ALONG STATE HIGHWAY NO. 4 FROM THE METHODIST CHURCH
 LF0678'AT PHELPS CITY, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.5
 LF0678'MILE EAST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT
 LF0678'ROAD, AT THE NORTHWEST CORNER OF A FARMYARD, 55.7 FEET NORTHWEST
 LF0678'OF THE NORTHWEST CORNER OF A FARMHOUSE, 32.0 FEET EAST OF THE CENTER
 LF0678'LINE OF THE NORTH-SOUTH ROAD, 22.0 FEET SOUTH OF THE CENTER LINE
 LF0678'OF A PRIVATE ROAD LEADING EAST, 4.4 FEET SOUTHWEST OF A CORNER
 LF0678'FENCE POST, 1.6 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A
 LF0678'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 LF0678'FOOT ABOVE THE GROUND.  NOTE-- BENCH MARK C 209 IS ALSO 3.7 MILES
 LF0678'NORTHWEST OF LANGDON AND 1.0 MILE NORTH OF BENCH MARK B 209.
 LF0678
 LF0678                          STATION RECOVERY (1961)
 LF0678
 LF0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0853 ***********************************************************************
 JD0853  DESIGNATION -  C 21
 JD0853  PID         -  JD0853
 JD0853  STATE/COUNTY-  MO/PETTIS
 JD0853  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD0853
 JD0853                         *CURRENT SURVEY CONTROL
 JD0853  ___________________________________________________________________
 JD0853* NAD 83(1986)-  38 34 51.     (N)    093 28 47.     (W)     SCALED    
 JD0853* NAVD 88     -       288.830  (meters)     947.60   (feet)  ADJUSTED  
 JD0853  ___________________________________________________________________
 JD0853  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0853  DYNAMIC HT  -         288.627 (meters)     946.94  (feet)  COMP
 JD0853  MODELED GRAV-     979,919.0   (mgal)                       NAVD 88
 JD0853
 JD0853  VERT ORDER  -  SECOND    CLASS 0
 JD0853
 JD0853.The horizontal coordinates were scaled from a topographic map and have
 JD0853.an estimated accuracy of +/- 6 seconds.
 JD0853
 JD0853.The orthometric height was determined by differential leveling
 JD0853.and adjusted by the National Geodetic Survey in June 1991..
 JD0853
 JD0853.The geoid height was determined by GEOID03.
 JD0853
 JD0853.The dynamic height is computed by dividing the NAVD 88
 JD0853.geopotential number by the normal gravity value computed on the
 JD0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0853.degrees latitude (g = 980.6199 gals.).
 JD0853
 JD0853.The modeled gravity was interpolated from observed gravity values.
 JD0853
 JD0853;                    North         East    Units  Estimated Accuracy
 JD0853;SPC MO C     -   305,360.      414,640.      MT  (+/- 180 meters Scaled)
 JD0853
 JD0853                          SUPERSEDED SURVEY CONTROL
 JD0853
 JD0853  NGVD 29 (??/??/92)  288.71   (m)          947.2    (f) COMPUTED    2 0
 JD0853
 JD0853.Superseded values are not recommended for survey control.
 JD0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0853.See file dsdata.txt to determine how the superseded data were derived.
 JD0853
 JD0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC582703(NAD 83)
 JD0853_MARKER: DB = BENCH MARK DISK
 JD0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0853_STAMPING: C 21 1934
 JD0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0853+STABILITY: SURFACE MOTION
 JD0853
 JD0853  HISTORY     - Date     Condition        Report By
 JD0853  HISTORY     - 1934     MONUMENTED       CGS
 JD0853  HISTORY     - 1938     GOOD             USGS
 JD0853  HISTORY     - 1962     MARK NOT FOUND   NGS
 JD0853
 JD0853                          STATION DESCRIPTION
 JD0853
 JD0853'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JD0853'4.5 MI SW FROM GREEN RIDGE.
 JD0853'4.5 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 JD0853'FROM GREEN RIDGE, 75 YARDS SOUTHEAST OF THE FLAG STATION AT
 JD0853'BRYSON, AT MILEAGE 243.94, AT A ROAD CROSSING, 48 FEET EAST
 JD0853'OF THE CENTERLINE OF THE TRACK, AND 36 FEET NORTH OF THE
 JD0853'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 21 1934 AND
 JD0853'SET IN THE TOP OF A CONCRETE POST.
 JD0853
 JD0853                          STATION RECOVERY (1962)
 JD0853
 JD0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0378 ***********************************************************************
 LF0378  DESIGNATION -  C 210
 LF0378  PID         -  LF0378
 LF0378  STATE/COUNTY-  MO/HOLT
 LF0378  USGS QUAD   -  CRAIG (1981)
 LF0378
 LF0378                         *CURRENT SURVEY CONTROL
 LF0378  ___________________________________________________________________
 LF0378* NAD 83(1986)-  40 11 33.     (N)    095 22 28.     (W)     SCALED    
 LF0378* NAVD 88     -       264.862  (meters)     868.97   (feet)  ADJUSTED  
 LF0378  ___________________________________________________________________
 LF0378  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LF0378  DYNAMIC HT  -         264.718 (meters)     868.50  (feet)  COMP
 LF0378  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 LF0378
 LF0378  VERT ORDER  -  FIRST     CLASS II
 LF0378
 LF0378.The horizontal coordinates were scaled from a topographic map and have
 LF0378.an estimated accuracy of +/- 6 seconds.
 LF0378
 LF0378.The orthometric height was determined by differential leveling
 LF0378.and adjusted by the National Geodetic Survey in June 1991..
 LF0378
 LF0378.The geoid height was determined by GEOID03.
 LF0378
 LF0378.The dynamic height is computed by dividing the NAVD 88
 LF0378.geopotential number by the normal gravity value computed on the
 LF0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0378.degrees latitude (g = 980.6199 gals.).
 LF0378
 LF0378.The modeled gravity was interpolated from observed gravity values.
 LF0378
 LF0378;                    North         East    Units  Estimated Accuracy
 LF0378;SPC MO W     -   447,210.      775,540.      MT  (+/- 180 meters Scaled)
 LF0378
 LF0378                          SUPERSEDED SURVEY CONTROL
 LF0378
 LF0378  NGVD 29 (??/??/92)  264.784  (m)          868.71   (f) ADJ UNCH    1 2
 LF0378
 LF0378.Superseded values are not recommended for survey control.
 LF0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0378.See file dsdata.txt to determine how the superseded data were derived.
 LF0378
 LF0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE978518(NAD 83)
 LF0378_MARKER: DB = BENCH MARK DISK
 LF0378_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LF0378_SP_SET: FOOTING
 LF0378_STAMPING: C 210 1948
 LF0378_MARK LOGO: CGS   
 LF0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0378+STABILITY: SURFACE MOTION
 LF0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0378+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 LF0378
 LF0378  HISTORY     - Date     Condition        Report By
 LF0378  HISTORY     - 1948     MONUMENTED       CGS
 LF0378  HISTORY     - 1959     GOOD             NGS
 LF0378  HISTORY     - 19890731 GOOD             NGS
 LF0378  HISTORY     - 20060117 GOOD             GEOCAC
 LF0378
 LF0378                          STATION DESCRIPTION
 LF0378
 LF0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0378'AT CRAIG.
 LF0378'AT CRAIG, ABOUT 300.0 FEET NORTHEAST OF THE CHICAGO, BURLINGTON
 LF0378'AND QUINCY RAILROAD, SET IN THE SOUTHWEST CORNER OF THE CONCRETE
 LF0378'BASE FOR THE MOST WESTERLY STEEL LEG OF THE CITY WATER TOWER,
 LF0378'69.3 FEET NORTHEAST OF THE NORTHEAST CURB OF THE MAIN STREET,
 LF0378'31.8 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A CONCRETE BLOCK
 LF0378'BUILDING.
 LF0378
 LF0378                          STATION RECOVERY (1959)
 LF0378
 LF0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0378'RECOVERED IN GOOD CONDITION.
 LF0378
 LF0378                          STATION RECOVERY (1989)
 LF0378
 LF0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0378'RECOVERED IN GOOD CONDITION.
 LF0378
 LF0378                          STATION RECOVERY (2006)
 LF0378
 LF0378'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF0378'DISK HAS A COATING ON THE SURFACE BUT THE CENTER + IS VISIBLE.
 LF0378' 
 LF0378'HH2 (NAD83) N40 11 27.8 W95 22 20.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0351 ***********************************************************************
 LF0351  DESIGNATION -  C 212
 LF0351  PID         -  LF0351
 LF0351  STATE/COUNTY-  MO/HOLT
 LF0351  USGS QUAD   -  BIG LAKE (1981)
 LF0351
 LF0351                         *CURRENT SURVEY CONTROL
 LF0351  ___________________________________________________________________
 LF0351* NAD 83(1986)-  40 03 07.     (N)    095 16 14.     (W)     SCALED    
 LF0351* NAVD 88     -       259.740  (meters)     852.16   (feet)  ADJUSTED  
 LF0351  ___________________________________________________________________
 LF0351  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LF0351  DYNAMIC HT  -         259.596 (meters)     851.69  (feet)  COMP
 LF0351  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 LF0351
 LF0351  VERT ORDER  -  FIRST     CLASS II
 LF0351
 LF0351.The horizontal coordinates were scaled from a topographic map and have
 LF0351.an estimated accuracy of +/- 6 seconds.
 LF0351
 LF0351.The orthometric height was determined by differential leveling
 LF0351.and adjusted by the National Geodetic Survey in June 1991..
 LF0351
 LF0351.The geoid height was determined by GEOID03.
 LF0351
 LF0351.The dynamic height is computed by dividing the NAVD 88
 LF0351.geopotential number by the normal gravity value computed on the
 LF0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0351.degrees latitude (g = 980.6199 gals.).
 LF0351
 LF0351.The modeled gravity was interpolated from observed gravity values.
 LF0351
 LF0351;                    North         East    Units  Estimated Accuracy
 LF0351;SPC MO W     -   431,520.      784,250.      MT  (+/- 180 meters Scaled)
 LF0351
 LF0351                          SUPERSEDED SURVEY CONTROL
 LF0351
 LF0351  NGVD 29 (??/??/92)  259.665  (m)          851.92   (f) ADJ UNCH    1 2
 LF0351
 LF0351.Superseded values are not recommended for survey control.
 LF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0351.See file dsdata.txt to determine how the superseded data were derived.
 LF0351
 LF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE063359(NAD 83)
 LF0351_MARKER: DB = BENCH MARK DISK
 LF0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0351_SP_SET: BRIDGE
 LF0351_STAMPING: C 212 1948
 LF0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0351
 LF0351  HISTORY     - Date     Condition        Report By
 LF0351  HISTORY     - 1948     MONUMENTED       CGS
 LF0351
 LF0351                          STATION DESCRIPTION
 LF0351
 LF0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0351'0.8 MI W FROM NAPIER.
 LF0351'0.8 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0351'FROM THE STATION AT NAPIER, SET IN THE TOP OF THE NORTH END OF
 LF0351'WEST ABUTMENT OF RAILROAD BRIDGE 0.80, 22.3 FEET NORTH OF THE
 LF0351'NORTH RAIL OF THE MOST SOUTHERLY TRACK, 8.3 FEET NORTH OF THE
 LF0351'NORTH RAIL OF THE MOST NORTHERLY TRACK, 1.5 FEET LOWER THAN THE
 LF0351'TOP OF THE RAILS, 0.4 FOOT SOUTH OF THE NORTH END OF THE WEST
 LF0351'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0406 ***********************************************************************
 KD0406  DESIGNATION -  C 213
 KD0406  PID         -  KD0406
 KD0406  STATE/COUNTY-  MO/SALINE
 KD0406  USGS QUAD   -  MALTA BEND (1978)
 KD0406
 KD0406                         *CURRENT SURVEY CONTROL
 KD0406  ___________________________________________________________________
 KD0406* NAD 83(1986)-  39 14 31.     (N)    093 19 23.     (W)     SCALED    
 KD0406* NAVD 88     -       200.397  (meters)     657.47   (feet)  POSTED    
 KD0406  ___________________________________________________________________
 KD0406  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0406  DYNAMIC HT  -         200.270 (meters)     657.05  (feet)  COMP
 KD0406  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 KD0406
 KD0406  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0406
 KD0406.The horizontal coordinates were scaled from a topographic map and have
 KD0406.an estimated accuracy of +/- 6 seconds.
 KD0406
 KD0406.The orthometric height was determined by differential leveling
 KD0406.and adjusted by the National Geodetic Survey in 1992..
 KD0406.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0406.rate of 2.1 thru 3.0 mm/km.
 KD0406
 KD0406.The geoid height was determined by GEOID03.
 KD0406
 KD0406.The dynamic height is computed by dividing the NAVD 88
 KD0406.geopotential number by the normal gravity value computed on the
 KD0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0406.degrees latitude (g = 980.6199 gals.).
 KD0406
 KD0406.The modeled gravity was interpolated from observed gravity values.
 KD0406
 KD0406;                    North         East    Units  Estimated Accuracy
 KD0406;SPC MO C     -   378,610.      428,950.      MT  (+/- 180 meters Scaled)
 KD0406
 KD0406                          SUPERSEDED SURVEY CONTROL
 KD0406
 KD0406  NGVD 29 (??/??/92)  200.339  (m)          657.28   (f) ADJ UNCH    1 2
 KD0406
 KD0406.Superseded values are not recommended for survey control.
 KD0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0406.See file dsdata.txt to determine how the superseded data were derived.
 KD0406
 KD0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD721436(NAD 83)
 KD0406_MARKER: DB = BENCH MARK DISK
 KD0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0406_STAMPING: C 213 1948
 KD0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0406+STABILITY: SURFACE MOTION
 KD0406
 KD0406  HISTORY     - Date     Condition        Report By
 KD0406  HISTORY     - 1948     MONUMENTED       CGS
 KD0406
 KD0406                          STATION DESCRIPTION
 KD0406
 KD0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0406'4.5 MI NE FROM MALTA BEND.
 KD0406'2.2 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION OF LIN STREET
 KD0406'AND U.S. HIGHWAY 65 (STATE STREET) AT MALTA BEND, THENCE 1.6 MILE
 KD0406'EAST AND NORTH ALONG A ROAD FOLLOWING THE RIVER LEVEE, THENCE
 KD0406'0.45 MILE EAST ALONG A DIRT ROAD, THENCE 0.4 MILE NORTH
 KD0406'ALONG A DIRT ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, 0.3
 KD0406'MILE WEST OF THE FARM HOME OF HURBERT WEAVER, 89.0 FEET EAST OF
 KD0406'THE WEST END OF A HEDGE ROW, 21.0 FEET NORTH OF THE CENTER LINE OF
 KD0406'THE ROAD, 1.0 FOOT SOUTH OF A FENCE, 2.0 FEET EAST OF A REFERENCE
 KD0406'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 KD0406'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0368 ***********************************************************************
 KD0368  DESIGNATION -  C 214
 KD0368  PID         -  KD0368
 KD0368  STATE/COUNTY-  MO/SALINE
 KD0368  USGS QUAD   -  MIAMI (1979)
 KD0368
 KD0368                         *CURRENT SURVEY CONTROL
 KD0368  ___________________________________________________________________
 KD0368* NAD 83(1986)-  39 20 14.     (N)    093 08 51.     (W)     SCALED    
 KD0368* NAVD 88     -       214.897  (meters)     705.04   (feet)  ADJUSTED  
 KD0368  ___________________________________________________________________
 KD0368  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0368  DYNAMIC HT  -         214.769 (meters)     704.62  (feet)  COMP
 KD0368  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 KD0368
 KD0368  VERT ORDER  -  FIRST     CLASS II
 KD0368
 KD0368.The horizontal coordinates were scaled from a topographic map and have
 KD0368.an estimated accuracy of +/- 6 seconds.
 KD0368
 KD0368.The orthometric height was determined by differential leveling
 KD0368.and adjusted by the National Geodetic Survey in June 1991..
 KD0368
 KD0368.The geoid height was determined by GEOID03.
 KD0368
 KD0368.The dynamic height is computed by dividing the NAVD 88
 KD0368.geopotential number by the normal gravity value computed on the
 KD0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0368.degrees latitude (g = 980.6199 gals.).
 KD0368
 KD0368.The modeled gravity was interpolated from observed gravity values.
 KD0368
 KD0368;                    North         East    Units  Estimated Accuracy
 KD0368;SPC MO C     -   389,070.      444,180.      MT  (+/- 180 meters Scaled)
 KD0368
 KD0368                          SUPERSEDED SURVEY CONTROL
 KD0368
 KD0368  NGVD 29 (??/??/92)  214.875  (m)          704.97   (f) ADJ UNCH    1 2
 KD0368
 KD0368.Superseded values are not recommended for survey control.
 KD0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0368.See file dsdata.txt to determine how the superseded data were derived.
 KD0368
 KD0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD872542(NAD 83)
 KD0368_MARKER: DB = BENCH MARK DISK
 KD0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0368_SP_SET: CULVERT
 KD0368_STAMPING: C 214 1948
 KD0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0368
 KD0368  HISTORY     - Date     Condition        Report By
 KD0368  HISTORY     - 1948     MONUMENTED       CGS
 KD0368  HISTORY     - 1964     GOOD             NGS
 KD0368
 KD0368                          STATION DESCRIPTION
 KD0368
 KD0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0368'4.3 MI E FROM MIAMI.
 KD0368'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0368'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0368'1.0 MILE NORTHEAST, 0.05 MILE SOUTH AND 3.2 MILES EAST ALONG
 KD0368'DIRT ROADS, AT THE INTERSECTION OF A NORTH-SOUTH ROAD AND AN
 KD0368'EAST-WEST ROAD, IN THE TOP OF THE NORTH HEADWALL OF A LARGE
 KD0368'CONCRETE CULVERT UNDER THE EAST-WEST ROAD, 86.0 FEET WEST OF THE
 KD0368'CENTER LINE OF THE NORTH-SOUTH ROAD, 10.0 FEET NORTH OF THE
 KD0368'CENTER LINE OF THE EAST-WEST ROAD, 4.0 FEET WEST OF THE EAST
 KD0368'END OF THE HEADWALL, ABOUT 1.5 FOOT ABOVE THE ROAD LEVEL.
 KD0368
 KD0368                          STATION RECOVERY (1964)
 KD0368
 KD0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0369 ***********************************************************************
 KD0369  DESIGNATION -  C 214 RESET
 KD0369  PID         -  KD0369
 KD0369  STATE/COUNTY-  MO/SALINE
 KD0369  USGS QUAD   -  MIAMI (1979)
 KD0369
 KD0369                         *CURRENT SURVEY CONTROL
 KD0369  ___________________________________________________________________
 KD0369* NAD 83(1986)-  39 20 14.     (N)    093 08 51.     (W)     SCALED    
 KD0369* NAVD 88     -       218.11   (meters)     715.6    (feet)  RESET     
 KD0369  ___________________________________________________________________
 KD0369  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0369
 KD0369  VERT ORDER  -  THIRD
 KD0369
 KD0369.The horizontal coordinates were scaled from a topographic map and have
 KD0369.an estimated accuracy of +/- 6 seconds.
 KD0369
 KD0369.The orthometric height was computed from unverified reset data.
 KD0369.No vertical observational check was made to the station.
 KD0369
 KD0369.The geoid height was determined by GEOID03.
 KD0369
 KD0369;                    North         East    Units  Estimated Accuracy
 KD0369;SPC MO C     -   389,070.      444,180.      MT  (+/- 180 meters Scaled)
 KD0369
 KD0369                          SUPERSEDED SURVEY CONTROL
 KD0369
 KD0369  NGVD 29 (02/22/06)  218.09   (m)          715.5    (f) RESET       3  
 KD0369
 KD0369.Superseded values are not recommended for survey control.
 KD0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0369.See file dsdata.txt to determine how the superseded data were derived.
 KD0369
 KD0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD872542(NAD 83)
 KD0369_MARKER: DB = BENCH MARK DISK
 KD0369_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0369_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0369_STAMPING: C 214 RESET 1973
 KD0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0369
 KD0369  HISTORY     - Date     Condition        Report By
 KD0369  HISTORY     - 1973     MONUMENTED       NGS
 KD0369  HISTORY     - 1973     GOOD             NGS
 KD0369
 KD0369                          STATION DESCRIPTION
 KD0369
 KD0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KD0369'4.3 MI E FROM MIAMI.
 KD0369'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0369'THE MIAMI BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0369'4.25 MILES EAST ALONG A NEW ROAD TO A CROSS ROAD AND THE MARK
 KD0369'ABOUT 0.05 MILE SOUTH ON EAST RIGHT-OF-WAY OF NORTH-SOUTH
 KD0369'GRAVELED ROAD, 35 FEET EAST OF CENTER OF GRAVELED ROAD, 6 FEET
 KD0369'SOUTH OF A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 KD0369'A STANDARD DISK STAMPED C 214 RESET 1973, CRIMPED TO THE TOP
 KD0369'OF A 5/8 INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED AT THE
 KD0369'BOTTOM AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0392 ***********************************************************************
 KE0392  DESIGNATION -  C 215
 KE0392  PID         -  KE0392
 KE0392  STATE/COUNTY-  MO/ANDREW
 KE0392  USGS QUAD   -  WATHENA (1961)
 KE0392
 KE0392                         *CURRENT SURVEY CONTROL
 KE0392  ___________________________________________________________________
 KE0392* NAD 83(1986)-  39 50 23.     (N)    094 52 45.     (W)     SCALED    
 KE0392* NAVD 88     -       249.730  (meters)     819.32   (feet)  ADJUSTED  
 KE0392  ___________________________________________________________________
 KE0392  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KE0392  DYNAMIC HT  -         249.584 (meters)     818.84  (feet)  COMP
 KE0392  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 KE0392
 KE0392  VERT ORDER  -  FIRST     CLASS II
 KE0392
 KE0392.The horizontal coordinates were scaled from a topographic map and have
 KE0392.an estimated accuracy of +/- 6 seconds.
 KE0392
 KE0392.The orthometric height was determined by differential leveling
 KE0392.and adjusted by the National Geodetic Survey in June 1991..
 KE0392
 KE0392.The geoid height was determined by GEOID03.
 KE0392
 KE0392.The dynamic height is computed by dividing the NAVD 88
 KE0392.geopotential number by the normal gravity value computed on the
 KE0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0392.degrees latitude (g = 980.6199 gals.).
 KE0392
 KE0392.The modeled gravity was interpolated from observed gravity values.
 KE0392
 KE0392;                    North         East    Units  Estimated Accuracy
 KE0392;SPC MO W     -   407,740.      817,550.      MT  (+/- 180 meters Scaled)
 KE0392
 KE0392                          SUPERSEDED SURVEY CONTROL
 KE0392
 KE0392  NGVD 29 (??/??/92)  249.633  (m)          819.00   (f) ADJ UNCH    1 2
 KE0392
 KE0392.Superseded values are not recommended for survey control.
 KE0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0392.See file dsdata.txt to determine how the superseded data were derived.
 KE0392
 KE0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE392116(NAD 83)
 KE0392_MARKER: DB = BENCH MARK DISK
 KE0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0392_STAMPING: C 215 1948
 KE0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0392+STABILITY: SURFACE MOTION
 KE0392
 KE0392  HISTORY     - Date     Condition        Report By
 KE0392  HISTORY     - 1948     MONUMENTED       CGS
 KE0392  HISTORY     - 1961     MARK NOT FOUND   NGS
 KE0392  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0392
 KE0392                          STATION DESCRIPTION
 KE0392
 KE0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0392'2.9 MI S FROM AMAZONIA.
 KE0392'2.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0392'FROM THE STATION AT AMAZONIA, AT A PUBLIC ROAD CROSSING, 177.7
 KE0392'FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY TRACK, 61.8 FEET
 KE0392'WEST OF THE CENTER LINE OF THE WEST END OF A WOODEN BRIDGE
 KE0392'OVER DILLON CREEK, 14.0 FEET SOUTH OF THE CENTER LINE OF A
 KE0392'DIRT ROAD LEADING WEST THROUGH A GATE, 1.0 FOOT EAST OF A FENCE,
 KE0392'1.9 FEET SOUTH OF A REFERENCE POST, 0.3 MILE NORTH OF MILEPOST
 KE0392'NO. 69, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 KE0392'ABOVE THE GROUND.  NOTE-- PROBABLY DESTROYED, THE BRIDGE IS
 KE0392'GONE AND A NEW LEVEE HAS BEEN BUILT ON THE WEST SIDE OF DILLON
 KE0392'CREEK.
 KE0392
 KE0392                          STATION RECOVERY (1961)
 KE0392
 KE0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0392'MARK NOT FOUND.
 KE0392
 KE0392                          STATION RECOVERY (1989)
 KE0392
 KE0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0376 ***********************************************************************
 KE0376  DESIGNATION -  C 216
 KE0376  PID         -  KE0376
 KE0376  STATE/COUNTY-  MO/BUCHANAN
 KE0376  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0376
 KE0376                         *CURRENT SURVEY CONTROL
 KE0376  ___________________________________________________________________
 KE0376* NAD 83(1986)-  39 46 52.     (N)    094 52 19.     (W)     SCALED    
 KE0376* NAVD 88     -       250.142  (meters)     820.67   (feet)  ADJUSTED  
 KE0376  ___________________________________________________________________
 KE0376  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KE0376  DYNAMIC HT  -         249.996 (meters)     820.20  (feet)  COMP
 KE0376  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 KE0376
 KE0376  VERT ORDER  -  FIRST     CLASS II
 KE0376
 KE0376.The horizontal coordinates were scaled from a topographic map and have
 KE0376.an estimated accuracy of +/- 6 seconds.
 KE0376
 KE0376.The orthometric height was determined by differential leveling
 KE0376.and adjusted by the National Geodetic Survey in June 1991..
 KE0376
 KE0376.The geoid height was determined by GEOID03.
 KE0376
 KE0376.The dynamic height is computed by dividing the NAVD 88
 KE0376.geopotential number by the normal gravity value computed on the
 KE0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0376.degrees latitude (g = 980.6199 gals.).
 KE0376
 KE0376.The modeled gravity was interpolated from observed gravity values.
 KE0376
 KE0376;                    North         East    Units  Estimated Accuracy
 KE0376;SPC MO W     -   401,230.      818,140.      MT  (+/- 180 meters Scaled)
 KE0376
 KE0376                          SUPERSEDED SURVEY CONTROL
 KE0376
 KE0376  NGVD 29 (??/??/92)  250.047  (m)          820.36   (f) ADJ UNCH    1 2
 KE0376
 KE0376.Superseded values are not recommended for survey control.
 KE0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0376.See file dsdata.txt to determine how the superseded data were derived.
 KE0376
 KE0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE396051(NAD 83)
 KE0376_MARKER: DB = BENCH MARK DISK
 KE0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0376_SP_SET: PILLAR
 KE0376_STAMPING: C 216 1948
 KE0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0376
 KE0376  HISTORY     - Date     Condition        Report By
 KE0376  HISTORY     - 1948     MONUMENTED       CGS
 KE0376  HISTORY     - 1959     GOOD             NGS
 KE0376  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0376
 KE0376                          STATION DESCRIPTION
 KE0376
 KE0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0376'2.2 MI N FROM ST JOSEPH.
 KE0376'2.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0376'FROM THE STATION AT ST. JOSEPH, AT THE OVERHEAD BRIDGE OF COUNTY
 KE0376'ROAD 60, SET VERTICALLY IN THE EAST FACE OF THE MOST NORTHERLY
 KE0376'CONCRETE PILLAR OF THE CENTER ROW OF THREE PILLARS, 22.3 FEET
 KE0376'WEST OF THE WEST RAIL OF THE MOST WESTERLY TRACK, ABOUT 5.0 FEET
 KE0376'BELOW TRACK LEVEL, 2.3 FEET ABOVE THE GROUND, 1.5 FEET SOUTH OF
 KE0376'THE NORTHEAST CORNER AND 1.5 FEET NORTH OF THE SOUTHEAST CORNER
 KE0376'OF THE PILLAR.  NOTE-- THE MARK IS SET VERTICALLY ABOUT 6 INCHES
 KE0376'ABOVE GROUND LEVEL.
 KE0376
 KE0376                          STATION RECOVERY (1959)
 KE0376
 KE0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KE0376'RECOVERED IN GOOD CONDITION.
 KE0376
 KE0376                          STATION RECOVERY (1989)
 KE0376
 KE0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0478 ***********************************************************************
 KE0478  DESIGNATION -  C 217
 KE0478  PID         -  KE0478
 KE0478  STATE/COUNTY-  MO/BUCHANAN
 KE0478  USGS QUAD   -  ATCHISON EAST (1984)
 KE0478
 KE0478                         *CURRENT SURVEY CONTROL
 KE0478  ___________________________________________________________________
 KE0478* NAD 83(1986)-  39 33 26.     (N)    095 05 32.     (W)     SCALED    
 KE0478* NAVD 88     -       239.643  (meters)     786.23   (feet)  ADJUSTED  
 KE0478  ___________________________________________________________________
 KE0478  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KE0478  DYNAMIC HT  -         239.499 (meters)     785.76  (feet)  COMP
 KE0478  MODELED GRAV-     980,022.1   (mgal)                       NAVD 88
 KE0478
 KE0478  VERT ORDER  -  FIRST     CLASS II
 KE0478
 KE0478.The horizontal coordinates were scaled from a topographic map and have
 KE0478.an estimated accuracy of +/- 6 seconds.
 KE0478
 KE0478.The orthometric height was determined by differential leveling
 KE0478.and adjusted by the National Geodetic Survey in June 1991..
 KE0478
 KE0478.The geoid height was determined by GEOID03.
 KE0478
 KE0478.The dynamic height is computed by dividing the NAVD 88
 KE0478.geopotential number by the normal gravity value computed on the
 KE0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0478.degrees latitude (g = 980.6199 gals.).
 KE0478
 KE0478.The modeled gravity was interpolated from observed gravity values.
 KE0478
 KE0478;                    North         East    Units  Estimated Accuracy
 KE0478;SPC MO W     -   376,480.      799,110.      MT  (+/- 180 meters Scaled)
 KE0478
 KE0478                          SUPERSEDED SURVEY CONTROL
 KE0478
 KE0478  NGVD 29 (??/??/92)  239.547  (m)          785.91   (f) ADJ UNCH    1 2
 KE0478
 KE0478.Superseded values are not recommended for survey control.
 KE0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0478.See file dsdata.txt to determine how the superseded data were derived.
 KE0478
 KE0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD202807(NAD 83)
 KE0478_MARKER: DB = BENCH MARK DISK
 KE0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0478_STAMPING: C 217 1948
 KE0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0478+STABILITY: SURFACE MOTION
 KE0478
 KE0478  HISTORY     - Date     Condition        Report By
 KE0478  HISTORY     - 1948     MONUMENTED       CGS
 KE0478  HISTORY     - 1951     GOOD             NGS
 KE0478
 KE0478                          STATION DESCRIPTION
 KE0478
 KE0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0478'0.9 MI E FROM EAST ATCHISON.
 KE0478'0.9 MILE EAST ALONG U.S. HIGHWAY NO. 59 FROM THE EAST END
 KE0478'OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT EAST ATCHISON,
 KE0478'AT THE EAST ATCHISON AIRPORT, ON THE NORTH SIDE OF THE HIGHWAY
 KE0478'FROM THE AIRPORT, 133.5 FEET NORTH OF THE CENTER LINE OF THE
 KE0478'HIGHWAY, 37.2 FEET EAST OF THE NORTHEAST CORNER OF THE RESIDENCE
 KE0478'OF PRESTON H. BAILEY, 49.2 FEET NORTHEAST OF THE SOUTHEAST CORNER
 KE0478'OF THE HOUSE, 7.0 FEET WEST OF THE CENTER LINE OF A PRIVATE
 KE0478'DRIVE, ABOUT 200.0 FEET NORTHWEST OF A HANGAR, 2.0 FEET NORTH OF
 KE0478'A LIGHT WIRE POLE, 1.2 FEET SOUTH OF A REFERENCE POST, SET
 KE0478'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 KE0478'GROUND.  NOTE-- THAT THE LIGHT WIRE POLE HAS BEEN MOVED AND
 KE0478'THE MARK IS NOW FLUSH WITH THE SURFACE OF THE GROUND.
 KE0478
 KE0478                          STATION RECOVERY (1951)
 KE0478
 KE0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0152 ***********************************************************************
 KE0152  DESIGNATION -  C 218
 KE0152  PID         -  KE0152
 KE0152  STATE/COUNTY-  MO/JACKSON
 KE0152  USGS QUAD   -  KANSAS CITY (1991)
 KE0152
 KE0152                         *CURRENT SURVEY CONTROL
 KE0152  ___________________________________________________________________
 KE0152* NAD 83(1986)-  39 04 15.     (N)    094 30 13.     (W)     SCALED    
 KE0152* NAVD 88     -       230.778  (meters)     757.14   (feet)  ADJUSTED  
 KE0152  ___________________________________________________________________
 KE0152  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE0152  DYNAMIC HT  -         230.629 (meters)     756.66  (feet)  COMP
 KE0152  MODELED GRAV-     979,978.9   (mgal)                       NAVD 88
 KE0152
 KE0152  VERT ORDER  -  FIRST     CLASS II
 KE0152
 KE0152.The horizontal coordinates were scaled from a topographic map and have
 KE0152.an estimated accuracy of +/- 6 seconds.
 KE0152
 KE0152.The orthometric height was determined by differential leveling
 KE0152.and adjusted by the National Geodetic Survey in June 1991..
 KE0152
 KE0152.The geoid height was determined by GEOID03.
 KE0152
 KE0152.The dynamic height is computed by dividing the NAVD 88
 KE0152.geopotential number by the normal gravity value computed on the
 KE0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0152.degrees latitude (g = 980.6199 gals.).
 KE0152
 KE0152.The modeled gravity was interpolated from observed gravity values.
 KE0152
 KE0152;                    North         East    Units  Estimated Accuracy
 KE0152;SPC MO W     -   322,310.      849,690.      MT  (+/- 180 meters Scaled)
 KE0152
 KE0152                          SUPERSEDED SURVEY CONTROL
 KE0152
 KE0152  NGVD 29 (??/??/92)  230.698  (m)          756.88   (f) ADJ UNCH    1 2
 KE0152
 KE0152.Superseded values are not recommended for survey control.
 KE0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0152.See file dsdata.txt to determine how the superseded data were derived.
 KE0152
 KE0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD699257(NAD 83)
 KE0152_MARKER: DB = BENCH MARK DISK
 KE0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0152_STAMPING: C 218 1948
 KE0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0152+STABILITY: SURFACE MOTION
 KE0152
 KE0152  HISTORY     - Date     Condition        Report By
 KE0152  HISTORY     - 1948     MONUMENTED       CGS
 KE0152  HISTORY     - 1966     MARK NOT FOUND   NGS
 KE0152  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0152
 KE0152                          STATION DESCRIPTION
 KE0152
 KE0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0152'AT KANSAS CITY.
 KE0152'AT KANSAS CITY, AT THE HEART OF AMERICA AIRPORT, BETWEEN THE
 KE0152'TWO MOST EASTERLY HANGARS, 9.9 FEET SOUTHWEST OF THE NORTHWEST
 KE0152'CORNER OF THE MOST EASTERLY HANGAR, 13.0 FEET SOUTHEAST OF THE
 KE0152'NORTHEAST CORNER OF THE FIRST HANGAR WEST OF THE MOST EASTERLY
 KE0152'OR END HANGAR, 1.8 FEET EAST OF THE CONCRETE BASE OF A HANGAR
 KE0152'DOOR BRACE, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE
 KE0152'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KE0152'NOTE-- THE AIRPORT HAS BEEN CONVERTED INTO A TRAILER PARK
 KE0152'AND OTHER USES, AND THE MARK IS BELIEVED TO HAVE BEEN DESTROYED.
 KE0152
 KE0152                          STATION RECOVERY (1966)
 KE0152
 KE0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KE0152'MARK NOT FOUND.
 KE0152
 KE0152                          STATION RECOVERY (2001)
 KE0152
 KE0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0152'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1510 ***********************************************************************
 JD1510  DESIGNATION -  C 22
 JD1510  PID         -  JD1510
 JD1510  STATE/COUNTY-  MO/ST CLAIR
 JD1510  USGS QUAD   -  LOWRY CITY (1991)
 JD1510
 JD1510                         *CURRENT SURVEY CONTROL
 JD1510  ___________________________________________________________________
 JD1510* NAD 83(1986)-  38 08 11.     (N)    093 43 24.     (W)     SCALED    
 JD1510* NAVD 88     -       270.077  (meters)     886.08   (feet)  ADJUSTED  
 JD1510  ___________________________________________________________________
 JD1510  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1510  DYNAMIC HT  -         269.882 (meters)     885.44  (feet)  COMP
 JD1510  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 JD1510
 JD1510  VERT ORDER  -  SECOND    CLASS 0
 JD1510
 JD1510.The horizontal coordinates were scaled from a topographic map and have
 JD1510.an estimated accuracy of +/- 6 seconds.
 JD1510
 JD1510.The orthometric height was determined by differential leveling
 JD1510.and adjusted by the National Geodetic Survey in June 1991..
 JD1510
 JD1510.The geoid height was determined by GEOID03.
 JD1510
 JD1510.The dynamic height is computed by dividing the NAVD 88
 JD1510.geopotential number by the normal gravity value computed on the
 JD1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1510.degrees latitude (g = 980.6199 gals.).
 JD1510
 JD1510.The modeled gravity was interpolated from observed gravity values.
 JD1510
 JD1510;                    North         East    Units  Estimated Accuracy
 JD1510;SPC MO W     -   218,870.      918,090.      MT  (+/- 180 meters Scaled)
 JD1510
 JD1510                          SUPERSEDED SURVEY CONTROL
 JD1510
 JD1510  NGVD 29 (??/??/92)  269.956  (m)          885.68   (f) ADJ UNCH    2 0
 JD1510
 JD1510.Superseded values are not recommended for survey control.
 JD1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1510.See file dsdata.txt to determine how the superseded data were derived.
 JD1510
 JD1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC366211(NAD 83)
 JD1510_MARKER: DB = BENCH MARK DISK
 JD1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1510_STAMPING: C 22 1934
 JD1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1510+STABILITY: SURFACE MOTION
 JD1510
 JD1510  HISTORY     - Date     Condition        Report By
 JD1510  HISTORY     - 1934     MONUMENTED       CGS
 JD1510  HISTORY     - 1962     GOOD             NGS
 JD1510  HISTORY     - 1963     GOOD             NGS
 JD1510  HISTORY     - 19880226 MARK NOT FOUND   USPSQD
 JD1510
 JD1510                          STATION DESCRIPTION
 JD1510
 JD1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1510'0.3 MI SE FROM LOWRY CITY.
 JD1510'ABOUT 0.3 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JD1510'RAILWAY FROM THE STATION AT LOWRY CITY, AT A COUNTY ROAD CROSSING
 JD1510'IN SECTION 19, T 39 N, R 25 W, 57 FEET SOUTHWEST OF THE SOUTHWEST
 JD1510'RAIL, 95 FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING, 31
 JD1510'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 6 FEET NORTH
 JD1510'OF THE CENTER OF A FIELD ENTRANCE, 1.3 FEET SOUTH OF A METAL
 JD1510'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE RAIL, AND SET IN
 JD1510'THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
 JD1510
 JD1510                          STATION RECOVERY (1963)
 JD1510
 JD1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1510'RECOVERED IN GOOD CONDITION.
 JD1510
 JD1510                          STATION RECOVERY (1988)
 JD1510
 JD1510'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JD1510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0621 ***********************************************************************
 KD0621  DESIGNATION -  C 220
 KD0621  PID         -  KD0621
 KD0621  STATE/COUNTY-  MO/LAFAYETTE
 KD0621  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0621
 KD0621                         *CURRENT SURVEY CONTROL
 KD0621  ___________________________________________________________________
 KD0621* NAD 83(1986)-  39 08 03.     (N)    093 58 30.     (W)     SCALED    
 KD0621* NAVD 88     -       216.639  (meters)     710.76   (feet)  ADJUSTED  
 KD0621  ___________________________________________________________________
 KD0621  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0621  DYNAMIC HT  -         216.503 (meters)     710.31  (feet)  COMP
 KD0621  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 KD0621
 KD0621  VERT ORDER  -  FIRST     CLASS II
 KD0621
 KD0621.The horizontal coordinates were scaled from a topographic map and have
 KD0621.an estimated accuracy of +/- 6 seconds.
 KD0621
 KD0621.The orthometric height was determined by differential leveling
 KD0621.and adjusted by the National Geodetic Survey in June 1991..
 KD0621
 KD0621.The geoid height was determined by GEOID03.
 KD0621
 KD0621.The dynamic height is computed by dividing the NAVD 88
 KD0621.geopotential number by the normal gravity value computed on the
 KD0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0621.degrees latitude (g = 980.6199 gals.).
 KD0621
 KD0621.The modeled gravity was interpolated from observed gravity values.
 KD0621
 KD0621;                    North         East    Units  Estimated Accuracy
 KD0621;SPC MO W     -   329,480.      895,390.      MT  (+/- 180 meters Scaled)
 KD0621
 KD0621                          SUPERSEDED SURVEY CONTROL
 KD0621
 KD0621  NGVD 29 (??/??/92)  216.533  (m)          710.41   (f) ADJ UNCH    1 2
 KD0621
 KD0621.Superseded values are not recommended for survey control.
 KD0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0621.See file dsdata.txt to determine how the superseded data were derived.
 KD0621
 KD0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD157321(NAD 83)
 KD0621_MARKER: DB = BENCH MARK DISK
 KD0621_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KD0621_SP_SET: ABUTMENT
 KD0621_STAMPING: C 220 1948
 KD0621_MARK LOGO: CGS   
 KD0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0621+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 KD0621
 KD0621  HISTORY     - Date     Condition        Report By
 KD0621  HISTORY     - 1948     MONUMENTED       CGS
 KD0621  HISTORY     - 1962     GOOD             NGS
 KD0621  HISTORY     - 1986     GOOD             NGS
 KD0621  HISTORY     - 20050325 GOOD             MODNR
 KD0621
 KD0621                          STATION DESCRIPTION
 KD0621
 KD0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0621'0.8 MI NE FROM WELLINGTON.
 KD0621'0.2 MILE NORTHWEST ALONG AN ASPHALT STREET FROM THE CITY HALL AT
 KD0621'WELLINGTON, THENCE 0.6 MILE EAST ALONG THE MISSOURI PACIFIC
 KD0621'RAILROAD, AT RAILROAD BRIDGE NO. 252.7 OVER THE BIG SNI-A-BAR
 KD0621'CREEK, IN THE NORTHEAST CORNER OF THE SOUTHEAST CONCRETE ABUTMENT
 KD0621'OF THE BRIDGE, 4.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.8 FEET
 KD0621'NORTHWEST OF THE SOUTHEAST EDGE OF THE HEADWALL, AND ABOUT LEVEL
 KD0621'WITH THE TRACKS.
 KD0621
 KD0621                          STATION RECOVERY (1986)
 KD0621
 KD0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0621'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.7 KM
 KD0621'(6.65 MI) WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE IN
 KD0621'LEXINGTON, IN THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 KD0621'MISSOURI PACIFIC RAILROAD BRIDGE NUMBER 252.7 SPANNING SNI-A-BAR
 KD0621'CREEK, 75.3 M (247.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.4 M (4.6
 KD0621'FT) NORTH OF THE NEAR RAIL, AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END
 KD0621'OF THE ABUTMENT.
 KD0621'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 KD0621
 KD0621                          STATION RECOVERY (2005)
 KD0621
 KD0621'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0071 ***********************************************************************
 JD0071  DESIGNATION -  C 221
 JD0071  PID         -  JD0071
 JD0071  STATE/COUNTY-  MO/COLE
 JD0071  USGS QUAD   -  CENTERTOWN NW (1969)
 JD0071
 JD0071                         *CURRENT SURVEY CONTROL
 JD0071  ___________________________________________________________________
 JD0071* NAD 83(1986)-  38 42 52.     (N)    092 23 17.     (W)     SCALED    
 JD0071* NAVD 88     -       172.330  (meters)     565.39   (feet)  ADJUSTED  
 JD0071  ___________________________________________________________________
 JD0071  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JD0071  DYNAMIC HT  -         172.216 (meters)     565.01  (feet)  COMP
 JD0071  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 JD0071
 JD0071  VERT ORDER  -  FIRST     CLASS II
 JD0071
 JD0071.The horizontal coordinates were scaled from a topographic map and have
 JD0071.an estimated accuracy of +/- 6 seconds.
 JD0071
 JD0071.The orthometric height was determined by differential leveling
 JD0071.and adjusted by the National Geodetic Survey in June 1991..
 JD0071
 JD0071.The geoid height was determined by GEOID03.
 JD0071
 JD0071.The dynamic height is computed by dividing the NAVD 88
 JD0071.geopotential number by the normal gravity value computed on the
 JD0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0071.degrees latitude (g = 980.6199 gals.).
 JD0071
 JD0071.The modeled gravity was interpolated from observed gravity values.
 JD0071
 JD0071;                    North         East    Units  Estimated Accuracy
 JD0071;SPC MO C     -   319,740.      509,740.      MT  (+/- 180 meters Scaled)
 JD0071
 JD0071                          SUPERSEDED SURVEY CONTROL
 JD0071
 JD0071  NGVD 29 (??/??/92)  172.284  (m)          565.24   (f) ADJ UNCH    1 2
 JD0071
 JD0071.Superseded values are not recommended for survey control.
 JD0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0071.See file dsdata.txt to determine how the superseded data were derived.
 JD0071
 JD0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC532852(NAD 83)
 JD0071_MARKER: DB = BENCH MARK DISK
 JD0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0071_SP_SET: BRIDGE
 JD0071_STAMPING: C 221 1948
 JD0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0071
 JD0071  HISTORY     - Date     Condition        Report By
 JD0071  HISTORY     - 1948     MONUMENTED       CGS
 JD0071  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0071
 JD0071                          STATION DESCRIPTION
 JD0071
 JD0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0071'2.1 MI NW FROM MARION.
 JD0071'2.1 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0071'THE STATION AT MARION, 2.7 MILES SOUTHEAST OF THE STATION
 JD0071'AT SANDY HOOK, 4 3/4 POLES NORTHWEST OF MILEPOST NO. 141, SET
 JD0071'IN THE SOUTHWEST END OF THE SOUTHEAST BRIDGE SEAT OF BRIDGE
 JD0071'NO. 15 OVER THE MONITEAU CREEK, 8.0 FEET SOUTHWEST OF THE
 JD0071'SOUTHWEST RAIL OF THE TRACK, 7.2 FEET NORTHEAST OF THE SOUTHWEST
 JD0071'END OF THE SEAT, 1.8 FEET SOUTHEAST OF THE NORTHWEST FACE OF THE
 JD0071'SEAT, 1.7 FEET NORTHWEST OF THE NORTHWEST FACE OF THE ABUTMENT,
 JD0071'5.0 FEET BELOW THE TRACK.
 JD0071
 JD0071                          STATION RECOVERY (1986)
 JD0071
 JD0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0423 ***********************************************************************
 JD0423  DESIGNATION -  C 222
 JD0423  PID         -  JD0423
 JD0423  STATE/COUNTY-  MO/COOPER
 JD0423  USGS QUAD   -  ROCHEPORT (1979)
 JD0423
 JD0423                         *CURRENT SURVEY CONTROL
 JD0423  ___________________________________________________________________
 JD0423* NAD 83(1986)-  38 56 56.     (N)    092 34 37.     (W)     SCALED    
 JD0423* NAVD 88     -       179.185  (meters)     587.88   (feet)  ADJUSTED  
 JD0423  ___________________________________________________________________
 JD0423  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JD0423  DYNAMIC HT  -         179.068 (meters)     587.49  (feet)  COMP
 JD0423  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 JD0423
 JD0423  VERT ORDER  -  FIRST     CLASS II
 JD0423
 JD0423.The horizontal coordinates were scaled from a topographic map and have
 JD0423.an estimated accuracy of +/- 6 seconds.
 JD0423
 JD0423.The orthometric height was determined by differential leveling
 JD0423.and adjusted by the National Geodetic Survey in June 1991..
 JD0423
 JD0423.The geoid height was determined by GEOID03.
 JD0423
 JD0423.The dynamic height is computed by dividing the NAVD 88
 JD0423.geopotential number by the normal gravity value computed on the
 JD0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0423.degrees latitude (g = 980.6199 gals.).
 JD0423
 JD0423.The modeled gravity was interpolated from observed gravity values.
 JD0423
 JD0423;                    North         East    Units  Estimated Accuracy
 JD0423;SPC MO C     -   345,760.      493,330.      MT  (+/- 180 meters Scaled)
 JD0423
 JD0423                          SUPERSEDED SURVEY CONTROL
 JD0423
 JD0423  NGVD 29 (??/??/92)  179.143  (m)          587.74   (f) ADJ UNCH    1 2
 JD0423
 JD0423.Superseded values are not recommended for survey control.
 JD0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0423.See file dsdata.txt to determine how the superseded data were derived.
 JD0423
 JD0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD366111(NAD 83)
 JD0423_MARKER: DB = BENCH MARK DISK
 JD0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0423_STAMPING: C 222 1948
 JD0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0423+STABILITY: SURFACE MOTION
 JD0423
 JD0423  HISTORY     - Date     Condition        Report By
 JD0423  HISTORY     - 1948     MONUMENTED       CGS
 JD0423  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0423
 JD0423                          STATION DESCRIPTION
 JD0423
 JD0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0423'AT OVERTON.
 JD0423'AT OVERTON, ABOUT 0.1 MILE NORTHWEST ALONG THE MISSOURI PACIFIC
 JD0423'RAILROAD FROM THE GRADE CROSSING OF STATE HIGHWAY NO. 98, 186.0
 JD0423'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 43.8
 JD0423'FEET NORTHWEST OF THE WEST CORNER OF THE OVERTON CASH STORE,
 JD0423'AT THE WEST CORNER OF THE PROPERTY OF HERMAN H. OERLY AND
 JD0423'FLORENCE OERLY, 23.6 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A
 JD0423'STORE ROOM, 6.5 FEET SOUTHEAST OF A CORNER FENCE POST AT THE
 JD0423'NORTH CORNER OF AN ORCHARD, 1.2 FEET NORTHEAST OF A FENCE, 1.7
 JD0423'FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 JD0423'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JD0423
 JD0423                          STATION RECOVERY (1986)
 JD0423
 JD0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0167 ***********************************************************************
 KD0167  DESIGNATION -  C 223
 KD0167  PID         -  KD0167
 KD0167  STATE/COUNTY-  MO/HOWARD
 KD0167  USGS QUAD   -  SALINE CITY (1971)
 KD0167
 KD0167                         *CURRENT SURVEY CONTROL
 KD0167  ___________________________________________________________________
 KD0167* NAD 83(1986)-  39 11 02.     (N)    092 52 35.     (W)     SCALED    
 KD0167* NAVD 88     -       189.576  (meters)     621.97   (feet)  ADJUSTED  
 KD0167  ___________________________________________________________________
 KD0167  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0167  DYNAMIC HT  -         189.460 (meters)     621.59  (feet)  COMP
 KD0167  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 KD0167
 KD0167  VERT ORDER  -  FIRST     CLASS II
 KD0167
 KD0167.The horizontal coordinates were scaled from a topographic map and have
 KD0167.an estimated accuracy of +/- 6 seconds.
 KD0167
 KD0167.The orthometric height was determined by differential leveling
 KD0167.and adjusted by the National Geodetic Survey in June 1991..
 KD0167
 KD0167.The geoid height was determined by GEOID03.
 KD0167
 KD0167.The dynamic height is computed by dividing the NAVD 88
 KD0167.geopotential number by the normal gravity value computed on the
 KD0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0167.degrees latitude (g = 980.6199 gals.).
 KD0167
 KD0167.The modeled gravity was interpolated from observed gravity values.
 KD0167
 KD0167;                    North         East    Units  Estimated Accuracy
 KD0167;SPC MO C     -   371,910.      467,480.      MT  (+/- 180 meters Scaled)
 KD0167
 KD0167                          SUPERSEDED SURVEY CONTROL
 KD0167
 KD0167  NGVD 29 (??/??/92)  189.547  (m)          621.87   (f) ADJ UNCH    1 2
 KD0167
 KD0167.Superseded values are not recommended for survey control.
 KD0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0167.See file dsdata.txt to determine how the superseded data were derived.
 KD0167
 KD0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD106371(NAD 83)
 KD0167_MARKER: DB = BENCH MARK DISK
 KD0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0167_STAMPING: C 223 1948
 KD0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0167+STABILITY: SURFACE MOTION
 KD0167
 KD0167  HISTORY     - Date     Condition        Report By
 KD0167  HISTORY     - 1948     MONUMENTED       CGS
 KD0167  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0167  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0167
 KD0167                          STATION DESCRIPTION
 KD0167
 KD0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0167'3.2 MI S FROM GLASGOW.
 KD0167'3.2 MILES SOUTH ALONG THE EAST BANK OF THE MISSOURI RIVER FROM
 KD0167'THE EAST END OF STATE HIGHWAY NO. 240 BRIDGE OVER THE MISSOURI
 KD0167'RIVER AT GLASGOW, AT A POINT WHERE THE RIVER ROAD LEAVES THE
 KD0167'RIVER BANK, 1.35 MILES NORTH OF BENCH MARK B 223, ABOUT 125.0
 KD0167'FEET NORTHEAST OF A BARN ON THE SOUTH SIDE OF THE ROAD, 67.0 FEET
 KD0167'NORTHEAST OF THE INTERSECTION OF THE CENTER LINES OF A PRIVATE
 KD0167'ROAD LEADING WEST AND AN OLD ROAD LEADING SOUTH AND UP THE HILL,
 KD0167'26.0 FEET NORTHEAST OF THE CENTER LINE OF THE NORTH END OF A
 KD0167'PIPE CULVERT, 9.0 FEET EAST OF THE EAST BANK OF A CREEK BED,
 KD0167'22.0 FEET SOUTHWEST OF THE CORPS OF ENGINEERS TRIANGULATION
 KD0167'STATION L-223.5, 22.0 SOUTH OF THE EDGE OF A BLUFF, 32.0 FEET
 KD0167'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE SOUTHWEST
 KD0167'OF A STEEL BRIDGE, ABOUT 2.0 FEET ABOVE ROAD LEVEL, 1.2 FEET
 KD0167'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 KD0167'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 KD0167
 KD0167                          STATION RECOVERY (1967)
 KD0167
 KD0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0167'MARK NOT FOUND.
 KD0167
 KD0167                          STATION RECOVERY (1986)
 KD0167
 KD0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0384 ***********************************************************************
 KD0384  DESIGNATION -  C 224
 KD0384  PID         -  KD0384
 KD0384  STATE/COUNTY-  MO/SALINE
 KD0384  USGS QUAD   -  MIAMI (1979)
 KD0384
 KD0384                         *CURRENT SURVEY CONTROL
 KD0384  ___________________________________________________________________
 KD0384* NAD 83(1986)-  39 19 38.     (N)    093 13 26.     (W)     SCALED    
 KD0384* NAVD 88     -       215.516  (meters)     707.07   (feet)  ADJUSTED  
 KD0384  ___________________________________________________________________
 KD0384  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0384  DYNAMIC HT  -         215.387 (meters)     706.65  (feet)  COMP
 KD0384  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 KD0384
 KD0384  VERT ORDER  -  FIRST     CLASS II
 KD0384
 KD0384.The horizontal coordinates were scaled from a topographic map and have
 KD0384.an estimated accuracy of +/- 6 seconds.
 KD0384
 KD0384.The orthometric height was determined by differential leveling
 KD0384.and adjusted by the National Geodetic Survey in June 1991..
 KD0384
 KD0384.The geoid height was determined by GEOID03.
 KD0384
 KD0384.The dynamic height is computed by dividing the NAVD 88
 KD0384.geopotential number by the normal gravity value computed on the
 KD0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0384.degrees latitude (g = 980.6199 gals.).
 KD0384
 KD0384.The modeled gravity was interpolated from observed gravity values.
 KD0384
 KD0384;                    North         East    Units  Estimated Accuracy
 KD0384;SPC MO C     -   388,010.      437,590.      MT  (+/- 180 meters Scaled)
 KD0384
 KD0384                          SUPERSEDED SURVEY CONTROL
 KD0384
 KD0384  NGVD 29 (??/??/92)  215.498  (m)          707.01   (f) ADJ UNCH    1 2
 KD0384
 KD0384.Superseded values are not recommended for survey control.
 KD0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0384.See file dsdata.txt to determine how the superseded data were derived.
 KD0384
 KD0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD807531(NAD 83)
 KD0384_MARKER: DB = BENCH MARK DISK
 KD0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0384_SP_SET: BRIDGE
 KD0384_STAMPING: C 224 1948
 KD0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0384
 KD0384  HISTORY     - Date     Condition        Report By
 KD0384  HISTORY     - 1948     MONUMENTED       CGS
 KD0384
 KD0384                          STATION DESCRIPTION
 KD0384
 KD0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0384'AT MIAMI.
 KD0384'AT MIAMI, AT THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER, AT
 KD0384'THE SOUTH END OF THE BRIDGE, IN THE SOUTHEAST END OF THE WINGWALL
 KD0384'OR GUARD RAIL ON THE NORTHEAST SIDE OF THE HIGHWAY, 16.0 FEET
 KD0384'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET NORTHWEST
 KD0384'OF THE SOUTHEAST END OF THE WINGWALL, 1.8 FOOT ABOVE THE LEVEL
 KD0384'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0667 ***********************************************************************
 HC0667  DESIGNATION -  C 225
 HC0667  PID         -  HC0667
 HC0667  STATE/COUNTY-  MO/PHELPS
 HC0667  USGS QUAD   -  DILLON (1992)
 HC0667
 HC0667                         *CURRENT SURVEY CONTROL
 HC0667  ___________________________________________________________________
 HC0667* NAD 83(1986)-  37 58 28.     (N)    091 42 20.     (W)     SCALED    
 HC0667* NAVD 88     -       338.517  (meters)    1110.62   (feet)  ADJUSTED  
 HC0667  ___________________________________________________________________
 HC0667  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HC0667  DYNAMIC HT  -         338.266 (meters)    1109.79  (feet)  COMP
 HC0667  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 HC0667
 HC0667  VERT ORDER  -  FIRST     CLASS II
 HC0667
 HC0667.The horizontal coordinates were scaled from a topographic map and have
 HC0667.an estimated accuracy of +/- 6 seconds.
 HC0667
 HC0667.The orthometric height was determined by differential leveling
 HC0667.and adjusted by the National Geodetic Survey in June 1991..
 HC0667
 HC0667.The geoid height was determined by GEOID03.
 HC0667
 HC0667.The dynamic height is computed by dividing the NAVD 88
 HC0667.geopotential number by the normal gravity value computed on the
 HC0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0667.degrees latitude (g = 980.6199 gals.).
 HC0667
 HC0667.The modeled gravity was interpolated from observed gravity values.
 HC0667
 HC0667;                    North         East    Units  Estimated Accuracy
 HC0667;SPC MO C     -   237,890.      569,800.      MT  (+/- 180 meters Scaled)
 HC0667
 HC0667                          SUPERSEDED SURVEY CONTROL
 HC0667
 HC0667  NGVD 29 (??/??/92)  338.475  (m)         1110.48   (f) ADJ UNCH    1 2
 HC0667
 HC0667.Superseded values are not recommended for survey control.
 HC0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0667.See file dsdata.txt to determine how the superseded data were derived.
 HC0667
 HC0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC136037(NAD 83)
 HC0667_MARKER: DB = BENCH MARK DISK
 HC0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0667_STAMPING: C 225 1949
 HC0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0667+STABILITY: SURFACE MOTION
 HC0667
 HC0667  HISTORY     - Date     Condition        Report By
 HC0667  HISTORY     - 1949     MONUMENTED       CGS
 HC0667
 HC0667                          STATION DESCRIPTION
 HC0667
 HC0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0667'4.5 MI NE FROM ROLLA.
 HC0667'ABOUT 4.5 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HC0667'RAILWAY FROM THE STATION AT ROLLA, AT A PUBLIC GRAVEL ROAD
 HC0667'CROSSING, AT MILE POLE 106-2 1/2, 94 FEET NORTH-NORTHEAST OF
 HC0667'THE NORTH-NORTHEAST RAIL, 96 FEET NORTH OF THE CENTER OF THE
 HC0667'CROSSING, 74.8 FEET NORTHEAST OF THE CROSSING SIGN, 38 FEET
 HC0667'EAST OF THE CENTER LINE OF THE GRAVEL ROAD LEADING NORTH, 21.5
 HC0667'FEET NORTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD LEADING
 HC0667'SOUTHEAST AND PARALLEL TO THE TRACK, 1 FOOT SOUTH-SOUTHWEST
 HC0667'OF THE ROAD R/W FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 HC0667'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 HC0667'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0786 ***********************************************************************
 JC0786  DESIGNATION -  C 226
 JC0786  PID         -  JC0786
 JC0786  STATE/COUNTY-  MO/CRAWFORD
 JC0786  USGS QUAD   -  ARGO (1980)
 JC0786
 JC0786                         *CURRENT SURVEY CONTROL
 JC0786  ___________________________________________________________________
 JC0786* NAD 83(1986)-  38 07 46.     (N)    091 16 15.     (W)     SCALED    
 JC0786* NAVD 88     -       307.052  (meters)    1007.39   (feet)  ADJUSTED  
 JC0786  ___________________________________________________________________
 JC0786  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 JC0786  DYNAMIC HT  -         306.836 (meters)    1006.68  (feet)  COMP
 JC0786  MODELED GRAV-     979,916.4   (mgal)                       NAVD 88
 JC0786
 JC0786  VERT ORDER  -  FIRST     CLASS II
 JC0786
 JC0786.The horizontal coordinates were scaled from a topographic map and have
 JC0786.an estimated accuracy of +/- 6 seconds.
 JC0786
 JC0786.The orthometric height was determined by differential leveling
 JC0786.and adjusted by the National Geodetic Survey in June 1991..
 JC0786
 JC0786.The geoid height was determined by GEOID03.
 JC0786
 JC0786.The dynamic height is computed by dividing the NAVD 88
 JC0786.geopotential number by the normal gravity value computed on the
 JC0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0786.degrees latitude (g = 980.6199 gals.).
 JC0786
 JC0786.The modeled gravity was interpolated from observed gravity values.
 JC0786
 JC0786;                    North         East    Units  Estimated Accuracy
 JC0786;SPC MO E     -   255,080.      182,420.      MT  (+/- 180 meters Scaled)
 JC0786
 JC0786                          SUPERSEDED SURVEY CONTROL
 JC0786
 JC0786  NGVD 29 (??/??/92)  307.056  (m)         1007.40   (f) ADJ UNCH    1 2
 JC0786
 JC0786.Superseded values are not recommended for survey control.
 JC0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0786.See file dsdata.txt to determine how the superseded data were derived.
 JC0786
 JC0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC515215(NAD 83)
 JC0786_MARKER: DB = BENCH MARK DISK
 JC0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0786_STAMPING: C 226 1949
 JC0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0786+STABILITY: SURFACE MOTION
 JC0786
 JC0786  HISTORY     - Date     Condition        Report By
 JC0786  HISTORY     - 1949     MONUMENTED       CGS
 JC0786
 JC0786                          STATION DESCRIPTION
 JC0786
 JC0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0786'2 MI SW FROM BOURBON.
 JC0786'ABOUT 2.05 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0786'RAILWAY FROM THE STATION AT BOURBON, AT MILE POLE 76-17 1/2, 165
 JC0786'FEET NORTHWEST AND ACROSS ROAD PARALLEL TO THE TRACK FROM THE CENTER
 JC0786'OF A PRIVATE ROAD CROSSING, 76 FEET WEST OF THE WEST RAIL, 16 FEET
 JC0786'WEST OF THE CENTER LINE OF THE GRAVEL ROAD PARALLEL TO THE TRACK,
 JC0786'2 FEET SOUTHEAST OF THE CROSS FENCE CORNER OF THE R/W FENCE AND
 JC0786'FENCE ACROSS THE ROAD, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A
 JC0786'WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK,
 JC0786'ABOUT LEVEL WITH THE GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE
 JC0786'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0749 ***********************************************************************
 JC0749  DESIGNATION -  C 227
 JC0749  PID         -  JC0749
 JC0749  STATE/COUNTY-  MO/FRANKLIN
 JC0749  USGS QUAD   -  STANTON (1980)
 JC0749
 JC0749                         *CURRENT SURVEY CONTROL
 JC0749  ___________________________________________________________________
 JC0749* NAD 83(1986)-  38 19 55.     (N)    091 01 08.     (W)     SCALED    
 JC0749* NAVD 88     -       253.328  (meters)     831.13   (feet)  ADJUSTED  
 JC0749  ___________________________________________________________________
 JC0749  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JC0749  DYNAMIC HT  -         253.157 (meters)     830.57  (feet)  COMP
 JC0749  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 JC0749
 JC0749  VERT ORDER  -  FIRST     CLASS II
 JC0749
 JC0749.The horizontal coordinates were scaled from a topographic map and have
 JC0749.an estimated accuracy of +/- 6 seconds.
 JC0749
 JC0749.The orthometric height was determined by differential leveling
 JC0749.and adjusted by the National Geodetic Survey in June 1991..
 JC0749
 JC0749.The geoid height was determined by GEOID03.
 JC0749
 JC0749.The dynamic height is computed by dividing the NAVD 88
 JC0749.geopotential number by the normal gravity value computed on the
 JC0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0749.degrees latitude (g = 980.6199 gals.).
 JC0749
 JC0749.The modeled gravity was interpolated from observed gravity values.
 JC0749
 JC0749;                    North         East    Units  Estimated Accuracy
 JC0749;SPC MO E     -   277,400.      204,630.      MT  (+/- 180 meters Scaled)
 JC0749
 JC0749                          SUPERSEDED SURVEY CONTROL
 JC0749
 JC0749  NGVD 29 (??/??/92)  253.367  (m)          831.25   (f) ADJ UNCH    1 2
 JC0749
 JC0749.Superseded values are not recommended for survey control.
 JC0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0749.See file dsdata.txt to determine how the superseded data were derived.
 JC0749
 JC0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC731445(NAD 83)
 JC0749_MARKER: DB = BENCH MARK DISK
 JC0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0749_SP_SET: CULVERT
 JC0749_STAMPING: C 227 1949
 JC0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0749+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 JC0749
 JC0749  HISTORY     - Date     Condition        Report By
 JC0749  HISTORY     - 1949     MONUMENTED       CGS
 JC0749  HISTORY     - 1972     GOOD             NGS
 JC0749  HISTORY     - 20030505 GOOD             INDIV
 JC0749
 JC0749                          STATION DESCRIPTION
 JC0749
 JC0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0749'2.6 MI SW FROM ST CLAIR.
 JC0749'ABOUT 2.6 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0749'RAILWAY FROM THE STATION AT ST. CLAIR, SET IN THE TOP AND THE
 JC0749'SOUTH END OF THE EAST HEADWALL OF A 3 FOOT CONCRETE CULVERT
 JC0749'UNDER THE RAILROAD, ABOUT 30 YARDS EAST OF AND ACROSS THE
 JC0749'TRACK FROM U.S. HIGHWAY 66, 16 FEET EAST OF THE EAST RAIL AND
 JC0749'6 FEET BELOW THE LEVEL OF THE TRACK.
 JC0749
 JC0749                          STATION RECOVERY (1972)
 JC0749
 JC0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JC0749'RECOVERED IN GOOD CONDITION.
 JC0749
 JC0749                          STATION RECOVERY (2003)
 JC0749
 JC0749'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLT)
 JC0749'SET IN THE TOP, AND THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE
 JC0749'CULVERT UNDER THE RAILROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0839 ***********************************************************************
 JC0839  DESIGNATION -  C 228
 JC0839  PID         -  JC0839
 JC0839  STATE/COUNTY-  MO/CRAWFORD
 JC0839  USGS QUAD   -  CUBA (1980)
 JC0839
 JC0839                         *CURRENT SURVEY CONTROL
 JC0839  ___________________________________________________________________
 JC0839* NAD 83(1986)-  38 02 48.     (N)    091 23 41.     (W)     SCALED    
 JC0839* NAVD 88     -       314.990  (meters)    1033.43   (feet)  ADJUSTED  
 JC0839  ___________________________________________________________________
 JC0839  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JC0839  DYNAMIC HT  -         314.761 (meters)    1032.68  (feet)  COMP
 JC0839  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 JC0839
 JC0839  VERT ORDER  -  FIRST     CLASS II
 JC0839
 JC0839.The horizontal coordinates were scaled from a topographic map and have
 JC0839.an estimated accuracy of +/- 6 seconds.
 JC0839
 JC0839.The orthometric height was determined by differential leveling
 JC0839.and adjusted by the National Geodetic Survey in June 1991..
 JC0839
 JC0839.The geoid height was determined by GEOID03.
 JC0839
 JC0839.The dynamic height is computed by dividing the NAVD 88
 JC0839.geopotential number by the normal gravity value computed on the
 JC0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0839.degrees latitude (g = 980.6199 gals.).
 JC0839
 JC0839.The modeled gravity was interpolated from observed gravity values.
 JC0839
 JC0839;                    North         East    Units  Estimated Accuracy
 JC0839;SPC MO E     -   245,990.      171,470.      MT  (+/- 180 meters Scaled)
 JC0839
 JC0839                          SUPERSEDED SURVEY CONTROL
 JC0839
 JC0839  NGVD 29 (??/??/92)  314.979  (m)         1033.39   (f) ADJ UNCH    1 2
 JC0839
 JC0839.Superseded values are not recommended for survey control.
 JC0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0839.See file dsdata.txt to determine how the superseded data were derived.
 JC0839
 JC0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC408122(NAD 83)
 JC0839_MARKER: DB = BENCH MARK DISK
 JC0839_SETTING: 66 = SET IN ROCK OUTCROP
 JC0839_SP_SET: ROCK CUT
 JC0839_STAMPING: C 288 1949
 JC0839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0839+STABILITY: POSITION/ELEVATION WELL
 JC0839
 JC0839  HISTORY     - Date     Condition        Report By
 JC0839  HISTORY     - 1949     MONUMENTED       CGS
 JC0839
 JC0839                          STATION DESCRIPTION
 JC0839
 JC0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0839'1 MI S FROM CUBA.
 JC0839'ABOUT 1.0 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0839'FROM THE STATION AT CUBA, ABOUT 163 YARDS NORTH OF A SMALL
 JC0839'PUBLIC ROAD CROSSING, ABOUT 70 YARDS NORTHWEST OF MILE POST
 JC0839'87-28, SET VERTICALLY AND ABOUT 2 FEET ABOVE THE GROUND AND IN
 JC0839'THE SOUTH FACE OF LARGEST ROCK OF THE ROCKY PART OF A CUT, 8
 JC0839'FEET NORTHWEST OF THE SOUTHEAST END OF A LARGE ROCK, 6 FEET
 JC0839'NORTHEAST OF THE NORTHEAST RAIL AND 2 FEET ABOVE THE LEVEL OF THE
 JC0839'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0863 ***********************************************************************
 HD0863  DESIGNATION -  C 23
 HD0863  PID         -  HD0863
 HD0863  STATE/COUNTY-  MO/POLK
 HD0863  USGS QUAD   -  ALDRICH (1981)
 HD0863
 HD0863                         *CURRENT SURVEY CONTROL
 HD0863  ___________________________________________________________________
 HD0863* NAD 83(1986)-  37 33 25.     (N)    093 33 34.     (W)     SCALED    
 HD0863* NAVD 88     -       266.728  (meters)     875.09   (feet)  ADJUSTED  
 HD0863  ___________________________________________________________________
 HD0863  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HD0863  DYNAMIC HT  -         266.522 (meters)     874.41  (feet)  COMP
 HD0863  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 HD0863
 HD0863  VERT ORDER  -  SECOND    CLASS 0
 HD0863
 HD0863.The horizontal coordinates were scaled from a topographic map and have
 HD0863.an estimated accuracy of +/- 6 seconds.
 HD0863
 HD0863.The orthometric height was determined by differential leveling
 HD0863.and adjusted by the National Geodetic Survey in June 1991..
 HD0863
 HD0863.The geoid height was determined by GEOID03.
 HD0863
 HD0863.The dynamic height is computed by dividing the NAVD 88
 HD0863.geopotential number by the normal gravity value computed on the
 HD0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0863.degrees latitude (g = 980.6199 gals.).
 HD0863
 HD0863.The modeled gravity was interpolated from observed gravity values.
 HD0863
 HD0863;                    North         East    Units  Estimated Accuracy
 HD0863;SPC MO C     -   191,790.      406,390.      MT  (+/- 180 meters Scaled)
 HD0863
 HD0863                          SUPERSEDED SURVEY CONTROL
 HD0863
 HD0863.No superseded survey control is available for this station.
 HD0863
 HD0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB505568(NAD 83)
 HD0863_MARKER: DB = BENCH MARK DISK
 HD0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0863_STAMPING: C 23 1934
 HD0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0863+STABILITY: SURFACE MOTION
 HD0863
 HD0863  HISTORY     - Date     Condition        Report By
 HD0863  HISTORY     - 1934     MONUMENTED       CGS
 HD0863  HISTORY     - 1951     GOOD             NGS
 HD0863
 HD0863                          STATION DESCRIPTION
 HD0863
 HD0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HD0863'0.9 MI N FROM ALDRICH.
 HD0863'0.9 MILE NORTH ALONG THE ABANDONED ST. LOUIS-SAN FRANCISCO
 HD0863'RAILWAY FROM ALDRICH, POLK COUNTY, AT A ROAD CROSSING, 45 FEET
 HD0863'SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, AND 49 FEET EAST
 HD0863'OF THE CENTERLINE OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 HD0863'C 23 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0147 ***********************************************************************
 KE0147  DESIGNATION -  C 231
 KE0147  PID         -  KE0147
 KE0147  STATE/COUNTY-  MO/JACKSON
 KE0147  USGS QUAD   -  INDEPENDENCE (1990)
 KE0147
 KE0147                         *CURRENT SURVEY CONTROL
 KE0147  ___________________________________________________________________
 KE0147* NAD 83(1986)-  39 05 43.     (N)    094 27 08.     (W)     SCALED    
 KE0147* NAVD 88     -       265.373  (meters)     870.64   (feet)  ADJUSTED  
 KE0147  ___________________________________________________________________
 KE0147  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0147  DYNAMIC HT  -         265.202 (meters)     870.08  (feet)  COMP
 KE0147  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 KE0147
 KE0147  VERT ORDER  -  FIRST     CLASS II
 KE0147
 KE0147.The horizontal coordinates were scaled from a topographic map and have
 KE0147.an estimated accuracy of +/- 6 seconds.
 KE0147
 KE0147.The orthometric height was determined by differential leveling
 KE0147.and adjusted by the National Geodetic Survey in June 1991..
 KE0147
 KE0147.The geoid height was determined by GEOID03.
 KE0147
 KE0147.The dynamic height is computed by dividing the NAVD 88
 KE0147.geopotential number by the normal gravity value computed on the
 KE0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0147.degrees latitude (g = 980.6199 gals.).
 KE0147
 KE0147.The modeled gravity was interpolated from observed gravity values.
 KE0147
 KE0147;                    North         East    Units  Estimated Accuracy
 KE0147;SPC MO W     -   325,030.      854,130.      MT  (+/- 180 meters Scaled)
 KE0147
 KE0147                          SUPERSEDED SURVEY CONTROL
 KE0147
 KE0147  NGVD 29 (??/??/92)  265.289  (m)          870.37   (f) ADJ UNCH    1 2
 KE0147
 KE0147.Superseded values are not recommended for survey control.
 KE0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0147.See file dsdata.txt to determine how the superseded data were derived.
 KE0147
 KE0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD744283(NAD 83)
 KE0147_MARKER: DB = BENCH MARK DISK
 KE0147_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0147_SP_SET: BRIDGE ABUTMENT
 KE0147_STAMPING: C 231 1950
 KE0147_MARK LOGO: CGS   
 KE0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0147
 KE0147  HISTORY     - Date     Condition        Report By
 KE0147  HISTORY     - 1950     MONUMENTED       CGS
 KE0147  HISTORY     - 1981     GOOD             NGS
 KE0147  HISTORY     - 1986     GOOD             NGS
 KE0147  HISTORY     - 20010331 GOOD             NGS
 KE0147
 KE0147                          STATION DESCRIPTION
 KE0147
 KE0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KE0147'1.5 MI NW FROM INDEPENDENCE.
 KE0147'1.5 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0147'THE STATION AT INDEPENDENCE, AT A CONCRETE OVERPASS OVER VAN
 KE0147'HORN ROAD AND U.S. HIGHWAY 240, 27.2 FEET SOUTHEAST OF A TELEPHONE
 KE0147'POLE, 8.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET BELOW
 KE0147'THE LEVEL OF THE TRACK, SET IN THE TOP OF THE SOUTHWEST END
 KE0147'OF THE NORTHWEST ABUTMENT OF THE OVERPASS.
 KE0147
 KE0147                          STATION RECOVERY (1981)
 KE0147
 KE0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0147'RECOVERED IN GOOD CONDITION.
 KE0147
 KE0147                          STATION RECOVERY (1986)
 KE0147
 KE0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0147'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  CHANGE--AT
 KE0147'A CONCRETE OVERPASS--TO--AT THE TRUMAN ROAD OVERPASS OF VAN HORN ROAD
 KE0147'AND U.S. HIGHWAY 240.
 KE0147
 KE0147                          STATION RECOVERY (2001)
 KE0147
 KE0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0147'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0453 ***********************************************************************
 KD0453  DESIGNATION -  C 232
 KD0453  PID         -  KD0453
 KD0453  STATE/COUNTY-  MO/SALINE
 KD0453  USGS QUAD   -  BLACKBURN (1978)
 KD0453
 KD0453                         *CURRENT SURVEY CONTROL
 KD0453  ___________________________________________________________________
 KD0453* NAD 83(1986)-  39 03 37.     (N)    093 24 52.     (W)     SCALED    
 KD0453* NAVD 88     -       225.321  (meters)     739.24   (feet)  ADJUSTED  
 KD0453  ___________________________________________________________________
 KD0453  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0453  DYNAMIC HT  -         225.178 (meters)     738.77  (feet)  COMP
 KD0453  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 KD0453
 KD0453  VERT ORDER  -  FIRST     CLASS II
 KD0453
 KD0453.The horizontal coordinates were scaled from a topographic map and have
 KD0453.an estimated accuracy of +/- 6 seconds.
 KD0453
 KD0453.The orthometric height was determined by differential leveling
 KD0453.and adjusted by the National Geodetic Survey in June 1991..
 KD0453
 KD0453.The geoid height was determined by GEOID03.
 KD0453
 KD0453.The dynamic height is computed by dividing the NAVD 88
 KD0453.geopotential number by the normal gravity value computed on the
 KD0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0453.degrees latitude (g = 980.6199 gals.).
 KD0453
 KD0453.The modeled gravity was interpolated from observed gravity values.
 KD0453
 KD0453;                    North         East    Units  Estimated Accuracy
 KD0453;SPC MO C     -   358,520.      420,860.      MT  (+/- 180 meters Scaled)
 KD0453
 KD0453                          SUPERSEDED SURVEY CONTROL
 KD0453
 KD0453  NGVD 29 (??/??/92)  225.237  (m)          738.97   (f) ADJ UNCH    1 2
 KD0453
 KD0453.Superseded values are not recommended for survey control.
 KD0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0453.See file dsdata.txt to determine how the superseded data were derived.
 KD0453
 KD0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD641235(NAD 83)
 KD0453_MARKER: DB = BENCH MARK DISK
 KD0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0453_STAMPING: C 232 1950
 KD0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0453+STABILITY: SURFACE MOTION
 KD0453
 KD0453  HISTORY     - Date     Condition        Report By
 KD0453  HISTORY     - 1950     MONUMENTED       CGS
 KD0453  HISTORY     - 1962     GOOD             NGS
 KD0453
 KD0453                          STATION DESCRIPTION
 KD0453
 KD0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KD0453'7 MI N FROM SWEET SPRINGS.
 KD0453'7.0 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0453'SCHOOL AT SWEET SPRINGS, 0.2 MILE NORTH OF A CONCRETE BRIDGE,
 KD0453'AT A JUNCTION WITH A PRIVATE ROAD LEADING EAST, 46 FEET EAST
 KD0453'OF THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTHEAST OF A BRACED
 KD0453'POWER LINE POLE, 15 FEET EAST OF A STONE GATE POST, 10 FEET
 KD0453'SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD, 2.0 FEET SOUTH
 KD0453'OF A FENCE LINE, 1.7 FEET SOUTHWEST OF A REFERENCE POST, AND
 KD0453'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 KD0453'THE GROUND.
 KD0453
 KD0453                          STATION RECOVERY (1962)
 KD0453
 KD0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0926 ***********************************************************************
 JC0926  DESIGNATION -  C 234
 JC0926  PID         -  JC0926
 JC0926  STATE/COUNTY-  MO/MARIES
 JC0926  USGS QUAD   -  VIENNA (1981)
 JC0926
 JC0926                         *CURRENT SURVEY CONTROL
 JC0926  ___________________________________________________________________
 JC0926* NAD 83(1986)-  38 13 16.     (N)    091 56 34.     (W)     SCALED    
 JC0926* NAVD 88     -       274.693  (meters)     901.22   (feet)  ADJUSTED  
 JC0926  ___________________________________________________________________
 JC0926  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JC0926  DYNAMIC HT  -         274.501 (meters)     900.59  (feet)  COMP
 JC0926  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 JC0926
 JC0926  VERT ORDER  -  FIRST     CLASS II
 JC0926
 JC0926.The horizontal coordinates were scaled from a topographic map and have
 JC0926.an estimated accuracy of +/- 6 seconds.
 JC0926
 JC0926.The orthometric height was determined by differential leveling
 JC0926.and adjusted by the National Geodetic Survey in June 1991..
 JC0926
 JC0926.The geoid height was determined by GEOID03.
 JC0926
 JC0926.The dynamic height is computed by dividing the NAVD 88
 JC0926.geopotential number by the normal gravity value computed on the
 JC0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0926.degrees latitude (g = 980.6199 gals.).
 JC0926
 JC0926.The modeled gravity was interpolated from observed gravity values.
 JC0926
 JC0926;                    North         East    Units  Estimated Accuracy
 JC0926;SPC MO C     -   265,120.      548,790.      MT  (+/- 180 meters Scaled)
 JC0926
 JC0926                          SUPERSEDED SURVEY CONTROL
 JC0926
 JC0926  NGVD 29 (??/??/92)  274.671  (m)          901.15   (f) ADJ UNCH    1 2
 JC0926
 JC0926.Superseded values are not recommended for survey control.
 JC0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0926.See file dsdata.txt to determine how the superseded data were derived.
 JC0926
 JC0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC925308(NAD 83)
 JC0926_MARKER: DB = BENCH MARK DISK
 JC0926_SETTING: 66 = SET IN ROCK OUTCROP
 JC0926_SP_SET: IN A DRILL HOLE IN BEDROCK
 JC0926_STAMPING: C 234 1950
 JC0926_MARK LOGO: CGS   
 JC0926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0926+STABILITY: POSITION/ELEVATION WELL
 JC0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0926+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JC0926
 JC0926  HISTORY     - Date     Condition        Report By
 JC0926  HISTORY     - 1950     MONUMENTED       CGS
 JC0926  HISTORY     - 19890718 GOOD             NGS
 JC0926  HISTORY     - 20050317 GOOD             MODNR
 JC0926
 JC0926                          STATION DESCRIPTION
 JC0926
 JC0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JC0926'2.5 MI N FROM VIENNA.
 JC0926'2.5 MILES NORTH ALONG U.S. HIGHWAY 63 FROM THE SCHOOL AT VIENNA,
 JC0926'190 FEET NORTHWEST OF TELEPHONE POLE 840, 113 FEET WEST OF
 JC0926'TELEPHONE POLE 839, 74 FEET WEST OF AND ABOUT 10 FEET HIGHER THAN
 JC0926'THE CENTER LINE OF THE HIGHWAY, 5.0 FEET NORTHEAST OF A REFERENCE
 JC0926'POST, AND SET IN A ROCK OUTCROP ON THE SIDE OF A HILL SLOPING
 JC0926'EAST TO THE HIGHWAY.
 JC0926
 JC0926                          STATION RECOVERY (1989)
 JC0926
 JC0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0926'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.0 KM (2.5
 JC0926'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE
 JC0926'HIGHWAY 42 IN VIENNA, IN AN AREA OF OUTCROPPING BEDROCK ON A SIDE
 JC0926'HILL SLOPPING EAST TO THE HIGHWAY, 61.0 M (200.1 FT) NORTH OF THE
 JC0926'WEST END OF A BOX CULVERT, 22.6 M (74.1 FT) WEST OF THE CENTERLINE OF
 JC0926'THE HIGHWAY, 6.4 M (21.0 FT) WEST OF A WITNESS POST AND FENCE, AND
 JC0926'3.1 M (10.2 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 JC0926
 JC0926                          STATION RECOVERY (2005)
 JC0926
 JC0926'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW)
 JC0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0785 ***********************************************************************
 HD0785  DESIGNATION -  C 24
 HD0785  PID         -  HD0785
 HD0785  STATE/COUNTY-  MO/CEDAR
 HD0785  USGS QUAD   -  BEARCREEK (1981)
 HD0785
 HD0785                         *CURRENT SURVEY CONTROL
 HD0785  ___________________________________________________________________
 HD0785* NAD 83(1986)-  37 41 45.     (N)    093 44 55.     (W)     SCALED    
 HD0785* NAVD 88     -       263.032  (meters)     862.96   (feet)  ADJUSTED  
 HD0785  ___________________________________________________________________
 HD0785  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HD0785  DYNAMIC HT  -         262.833 (meters)     862.31  (feet)  COMP
 HD0785  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 HD0785
 HD0785  VERT ORDER  -  SECOND    CLASS 0
 HD0785
 HD0785.The horizontal coordinates were scaled from a topographic map and have
 HD0785.an estimated accuracy of +/- 6 seconds.
 HD0785
 HD0785.The orthometric height was determined by differential leveling
 HD0785.and adjusted by the National Geodetic Survey in June 1991..
 HD0785
 HD0785.The geoid height was determined by GEOID03.
 HD0785
 HD0785.The dynamic height is computed by dividing the NAVD 88
 HD0785.geopotential number by the normal gravity value computed on the
 HD0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0785.degrees latitude (g = 980.6199 gals.).
 HD0785
 HD0785.The modeled gravity was interpolated from observed gravity values.
 HD0785
 HD0785;                    North         East    Units  Estimated Accuracy
 HD0785;SPC MO W     -   169,960.      916,270.      MT  (+/- 180 meters Scaled)
 HD0785
 HD0785                          SUPERSEDED SURVEY CONTROL
 HD0785
 HD0785  NGVD 29 (??/??/92)  262.916  (m)          862.58   (f) ADJ UNCH    2 0
 HD0785
 HD0785.Superseded values are not recommended for survey control.
 HD0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0785.See file dsdata.txt to determine how the superseded data were derived.
 HD0785
 HD0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB340723(NAD 83)
 HD0785_MARKER: DB = BENCH MARK DISK
 HD0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0785_STAMPING: C 24 1934
 HD0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0785+STABILITY: SURFACE MOTION
 HD0785
 HD0785  HISTORY     - Date     Condition        Report By
 HD0785  HISTORY     - 1934     MONUMENTED       CGS
 HD0785  HISTORY     - 1940     GOOD             NGS
 HD0785
 HD0785                          STATION DESCRIPTION
 HD0785
 HD0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HD0785'2.7 MI E FROM STOCKTON.
 HD0785'2.7 MILES EAST ALONG STATE HIGHWAY 64 FROM THE COUNTY COURTHOUSE
 HD0785'AT STOCKTON, CEDAR COUNTY, 100 FEET NORTH OF A BOX CULVERT,
 HD0785'AT THE INTERSECTION OF A NORTH AND SOUTH COUNTY ROAD, 25 FEET
 HD0785'WEST OF THE CENTERLINE OF THE COUNTY ROAD, 34 FEET NORTHEAST
 HD0785'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A WHITE
 HD0785'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 24 1934 AND
 HD0785'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 HD0785'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0786 ***********************************************************************
 HD0786  DESIGNATION -  C 24 RESET
 HD0786  PID         -  HD0786
 HD0786  STATE/COUNTY-  MO/CEDAR
 HD0786  USGS QUAD   -  BEARCREEK (1981)
 HD0786
 HD0786                         *CURRENT SURVEY CONTROL
 HD0786  ___________________________________________________________________
 HD0786* NAD 83(1986)-  37 41 49.     (N)    093 44 57.     (W)     SCALED    
 HD0786* NAVD 88     -       266.63   (meters)     874.8    (feet)  RESET     
 HD0786  ___________________________________________________________________
 HD0786  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HD0786
 HD0786  VERT ORDER  -  THIRD
 HD0786
 HD0786.The horizontal coordinates were scaled from a topographic map and have
 HD0786.an estimated accuracy of +/- 6 seconds.
 HD0786
 HD0786.The orthometric height was computed from unverified reset data.
 HD0786
 HD0786.The geoid height was determined by GEOID03.
 HD0786
 HD0786;                    North         East    Units  Estimated Accuracy
 HD0786;SPC MO W     -   170,080.      916,220.      MT  (+/- 180 meters Scaled)
 HD0786
 HD0786                          SUPERSEDED SURVEY CONTROL
 HD0786
 HD0786.No superseded survey control is available for this station.
 HD0786
 HD0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB339724(NAD 83)
 HD0786_MARKER: DB = BENCH MARK DISK
 HD0786_SETTING: 0 = UNSPECIFIED SETTING
 HD0786_STAMPING: C 24 RESET 1966
 HD0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0786
 HD0786  HISTORY     - Date     Condition        Report By
 HD0786  HISTORY     - 1966     MONUMENTED       LOCSUR
 HD0786
 HD0786                          STATION DESCRIPTION
 HD0786
 HD0786'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 HD0786'2.7 MI E FROM STOCKTON.
 HD0786'2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE COUNTY COURTHOUSE
 HD0786'AT STOCKTON, CEDAR COUNTY, 955 FEET EAST OF THE INTERSECTION
 HD0786'OF STATE HIGHWAY 32 AND MISSOURI HIGHWAY M, 125 FEET NORTH OF
 HD0786'THE CENTERLINE OF STATE HIGHWAY 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1472 ***********************************************************************
 JD1472  DESIGNATION -  C 245
 JD1472  PID         -  JD1472
 JD1472  STATE/COUNTY-  MO/HENRY
 JD1472  USGS QUAD   -  CALHOUN WEST (1981)
 JD1472
 JD1472                         *CURRENT SURVEY CONTROL
 JD1472  ___________________________________________________________________
 JD1472* NAD 83(1986)-  38 23 44.     (N)    093 44 30.     (W)     SCALED    
 JD1472* NAVD 88     -       239.213  (meters)     784.82   (feet)  ADJUSTED  
 JD1472  ___________________________________________________________________
 JD1472  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JD1472  DYNAMIC HT  -         239.048 (meters)     784.28  (feet)  COMP
 JD1472  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 JD1472
 JD1472  VERT ORDER  -  SECOND    CLASS 0
 JD1472
 JD1472.The horizontal coordinates were scaled from a topographic map and have
 JD1472.an estimated accuracy of +/- 6 seconds.
 JD1472
 JD1472.The orthometric height was determined by differential leveling
 JD1472.and adjusted by the National Geodetic Survey in June 1991..
 JD1472
 JD1472.The geoid height was determined by GEOID03.
 JD1472
 JD1472.The dynamic height is computed by dividing the NAVD 88
 JD1472.geopotential number by the normal gravity value computed on the
 JD1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1472.degrees latitude (g = 980.6199 gals.).
 JD1472
 JD1472.The modeled gravity was interpolated from observed gravity values.
 JD1472
 JD1472;                    North         East    Units  Estimated Accuracy
 JD1472;SPC MO W     -   247,630.      916,240.      MT  (+/- 180 meters Scaled)
 JD1472
 JD1472                          SUPERSEDED SURVEY CONTROL
 JD1472
 JD1472  NGVD 29 (??/??/92)  239.099  (m)          784.44   (f) ADJ UNCH    2 0
 JD1472
 JD1472.Superseded values are not recommended for survey control.
 JD1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1472.See file dsdata.txt to determine how the superseded data were derived.
 JD1472
 JD1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC352499(NAD 83)
 JD1472_MARKER: DB = BENCH MARK DISK
 JD1472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1472_SP_SET: CULVERT
 JD1472_STAMPING: C 245 1962
 JD1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1472
 JD1472  HISTORY     - Date     Condition        Report By
 JD1472  HISTORY     - 1962     MONUMENTED       CGS
 JD1472
 JD1472                          STATION DESCRIPTION
 JD1472
 JD1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1472'2.5 MI NE FROM CLINTON.
 JD1472'ABOUT 2.5 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1472'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1472'CLINTON, IN SECTION 25, T 42 N, R 26 W, 0.4 MILE NORTHEAST
 JD1472'OF MILEPOST 264, 67 FEE SOUTHEAST OF THE SOUTHEAST RAIL, 18 1/2
 JD1472'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 52, ABOUT
 JD1472'6 FEET BELOW THE LEVEL OF THE RAIL AND LEVEL WITH THE HIGHWAY,
 JD1472'AND SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 JD1472'HEADWALL OF A LARGE BOX TYPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0836 ***********************************************************************
 JD0836  DESIGNATION -  C 246
 JD0836  PID         -  JD0836
 JD0836  STATE/COUNTY-  MO/PETTIS
 JD0836  USGS QUAD   -  SEDALIA WEST (1973)
 JD0836
 JD0836                         *CURRENT SURVEY CONTROL
 JD0836  ___________________________________________________________________
 JD0836* NAD 83(1986)-  38 41 20.     (N)    093 15 45.     (W)     SCALED    
 JD0836* NAVD 88     -       268.068  (meters)     879.49   (feet)  ADJUSTED  
 JD0836  ___________________________________________________________________
 JD0836  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0836  DYNAMIC HT  -         267.885 (meters)     878.89  (feet)  COMP
 JD0836  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 JD0836
 JD0836  VERT ORDER  -  SECOND    CLASS 0
 JD0836
 JD0836.The horizontal coordinates were scaled from a topographic map and have
 JD0836.an estimated accuracy of +/- 6 seconds.
 JD0836
 JD0836.The orthometric height was determined by differential leveling
 JD0836.and adjusted by the National Geodetic Survey in June 1991..
 JD0836
 JD0836.The geoid height was determined by GEOID03.
 JD0836
 JD0836.The dynamic height is computed by dividing the NAVD 88
 JD0836.geopotential number by the normal gravity value computed on the
 JD0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0836.degrees latitude (g = 980.6199 gals.).
 JD0836
 JD0836.The modeled gravity was interpolated from observed gravity values.
 JD0836
 JD0836;                    North         East    Units  Estimated Accuracy
 JD0836;SPC MO C     -   317,170.      433,660.      MT  (+/- 180 meters Scaled)
 JD0836
 JD0836                          SUPERSEDED SURVEY CONTROL
 JD0836
 JD0836  NGVD 29 (??/??/92)  267.968  (m)          879.16   (f) ADJ UNCH    2 0
 JD0836
 JD0836.Superseded values are not recommended for survey control.
 JD0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0836.See file dsdata.txt to determine how the superseded data were derived.
 JD0836
 JD0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC771822(NAD 83)
 JD0836_MARKER: DB = BENCH MARK DISK
 JD0836_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0836_SP_SET: 8 FEET
 JD0836_STAMPING: C 246 1962
 JD0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0836
 JD0836  HISTORY     - Date     Condition        Report By
 JD0836  HISTORY     - 1962     MONUMENTED       CGS
 JD0836  HISTORY     - 1963     GOOD             NGS
 JD0836  HISTORY     - 1975     POOR             LOCSUR
 JD0836
 JD0836                          STATION DESCRIPTION
 JD0836
 JD0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0836'2.8 MI SW FROM SEDALIA.
 JD0836'ABOUT 2.8 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD0836'RAILROAD FROM THE STATION AT SEDALIA, IN SECTION 8, T 45 N, R
 JD0836'21 W, 7 TELEPHONE POLES NORTHEAST OF MILEPOST 230, 75 FEET NORTH
 JD0836'OF THE CENTER LINE OF THE CROSSING WITH CLARENDON ROAD, 45 1/2
 JD0836'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 47 FEET
 JD0836'NORTHEAST OF THE CENTER LINE OF CLARENDON ROAD, 31 1/2 FEET
 JD0836'NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, 15 1/2 FEET
 JD0836'NORTHEAST OF A PIPE FENCE CORNER IN A MESH FENCE AROUND THE
 JD0836'FAIRGROUNDS, 1 1/2 FEET SOUTHEAST OF A MESH FENCE, 1.2 FEET WEST
 JD0836'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JD0836'RAIL, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH
 JD0836'IS DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE
 JD0836'PROJECTING 5-INCHES.
 JD0836
 JD0836                          STATION RECOVERY (1963)
 JD0836
 JD0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0836'RECOVERED IN GOOD CONDITION.
 JD0836
 JD0836                          STATION RECOVERY (1975)
 JD0836
 JD0836'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 JD0836'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0879 ***********************************************************************
 HD0879  DESIGNATION -  C 247
 HD0879  PID         -  HD0879
 HD0879  STATE/COUNTY-  MO/ST CLAIR
 HD0879  USGS QUAD   -  ROSCOE (1991)
 HD0879
 HD0879                         *CURRENT SURVEY CONTROL
 HD0879  ___________________________________________________________________
 HD0879* NAD 83(1986)-  37 57 11.     (N)    093 52 14.     (W)     SCALED    
 HD0879* NAVD 88     -       248.411  (meters)     815.00   (feet)  ADJUSTED  
 HD0879  ___________________________________________________________________
 HD0879  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HD0879  DYNAMIC HT  -         248.227 (meters)     814.39  (feet)  COMP
 HD0879  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 HD0879
 HD0879  VERT ORDER  -  SECOND    CLASS 0
 HD0879
 HD0879.The horizontal coordinates were scaled from a topographic map and have
 HD0879.an estimated accuracy of +/- 6 seconds.
 HD0879
 HD0879.The orthometric height was determined by differential leveling
 HD0879.and adjusted by the National Geodetic Survey in June 1991..
 HD0879
 HD0879.The geoid height was determined by GEOID03.
 HD0879
 HD0879.The dynamic height is computed by dividing the NAVD 88
 HD0879.geopotential number by the normal gravity value computed on the
 HD0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0879.degrees latitude (g = 980.6199 gals.).
 HD0879
 HD0879.The modeled gravity was interpolated from observed gravity values.
 HD0879
 HD0879;                    North         East    Units  Estimated Accuracy
 HD0879;SPC MO W     -   198,430.      905,320.      MT  (+/- 180 meters Scaled)
 HD0879
 HD0879                          SUPERSEDED SURVEY CONTROL
 HD0879
 HD0879  NGVD 29 (??/??/92)  248.299  (m)          814.63   (f) ADJ UNCH    2 0
 HD0879
 HD0879.Superseded values are not recommended for survey control.
 HD0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0879.See file dsdata.txt to determine how the superseded data were derived.
 HD0879
 HD0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC235009(NAD 83)
 HD0879_MARKER: DB = BENCH MARK DISK
 HD0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0879_SP_SET: CONCRETE CYLINDER
 HD0879_STAMPING: C 247 1962
 HD0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0879
 HD0879  HISTORY     - Date     Condition        Report By
 HD0879  HISTORY     - 1962     MONUMENTED       CGS
 HD0879
 HD0879                          STATION DESCRIPTION
 HD0879
 HD0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HD0879'3.8 MI E FROM TIFFIN.
 HD0879'3.75 MILES EAST ALONG STATE HIGHWAY 82 FROM THE ABANDONED POST
 HD0879'OFFICE AT THE JUNCTION OF STATE HIGHWAY 82 AND COUNTY ROAD O
 HD0879'AT TIFFIN, OR ABOUT 4.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 HD0879'82 FROM THE JUNCTION OF STATE HIGHWAY 82 AND COUNTY ROAD E
 HD0879'AT ROSCOE, IN SECTION 23, T 37 N, R 27 W, 43 FEET NORTH OF THE
 HD0879'CENTER LINE OF THE HIGHWAY, SET IN THE WEST-SOUTHWEST SIDE
 HD0879'OF THE BASE OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS
 HD0879'6 FEET, 3 1/2 FEET NORTH OF A FENCE, AND ABOUT LEVEL WITH THE
 HD0879'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0966 ***********************************************************************
 HD0966  DESIGNATION -  C 248
 HD0966  PID         -  HD0966
 HD0966  STATE/COUNTY-  MO/CEDAR
 HD0966  USGS QUAD   -  ROSCOE (1991)
 HD0966
 HD0966                         *CURRENT SURVEY CONTROL
 HD0966  ___________________________________________________________________
 HD0966* NAD 83(1986)-  37 53 45.     (N)    093 46 18.     (W)     SCALED    
 HD0966* NAVD 88     -       239.274  (meters)     785.02   (feet)  ADJUSTED  
 HD0966  ___________________________________________________________________
 HD0966  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HD0966  DYNAMIC HT  -         239.097 (meters)     784.44  (feet)  COMP
 HD0966  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 HD0966
 HD0966  VERT ORDER  -  SECOND    CLASS 0
 HD0966
 HD0966.The horizontal coordinates were scaled from a topographic map and have
 HD0966.an estimated accuracy of +/- 6 seconds.
 HD0966
 HD0966.The orthometric height was determined by differential leveling
 HD0966.and adjusted by the National Geodetic Survey in June 1991..
 HD0966
 HD0966.The geoid height was determined by GEOID03.
 HD0966
 HD0966.The dynamic height is computed by dividing the NAVD 88
 HD0966.geopotential number by the normal gravity value computed on the
 HD0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0966.degrees latitude (g = 980.6199 gals.).
 HD0966
 HD0966.The modeled gravity was interpolated from observed gravity values.
 HD0966
 HD0966;                    North         East    Units  Estimated Accuracy
 HD0966;SPC MO W     -   192,140.      914,060.      MT  (+/- 180 meters Scaled)
 HD0966
 HD0966                          SUPERSEDED SURVEY CONTROL
 HD0966
 HD0966  NGVD 29 (??/??/92)  239.165  (m)          784.66   (f) ADJ UNCH    2 0
 HD0966
 HD0966.Superseded values are not recommended for survey control.
 HD0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0966.See file dsdata.txt to determine how the superseded data were derived.
 HD0966
 HD0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB321945(NAD 83)
 HD0966_MARKER: DB = BENCH MARK DISK
 HD0966_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HD0966_SP_SET: 8 FEET
 HD0966_STAMPING: C 248 1962
 HD0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0966
 HD0966  HISTORY     - Date     Condition        Report By
 HD0966  HISTORY     - 1962     MONUMENTED       CGS
 HD0966  HISTORY     - 1963     GOOD             NGS
 HD0966
 HD0966                          STATION DESCRIPTION
 HD0966
 HD0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0966'7.2 MI NE FROM CEDAR SPRINGS.
 HD0966'7.25 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0966'OF STATE ROAD DD AND HIGHWAY 39 WITH HIGHWAY 54 AT CEDAR
 HD0966'SPRINGS, OR ABOUT 8.9 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE
 HD0966'INTERSECTION WITH STATE ROAD 13 AT COLLINS, 42 FEET NORTH OF THE
 HD0966'CENTER LINE OF THE HIGHWAY, 9 1/2 FEET WEST OF A 24-INCH OAK TREE
 HD0966'INSIDE OF A FENCE CORNER, 2 FEET WEST OF A FENCE CORNER, 1.5 FEET
 HD0966'NORTH OF A METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER
 HD0966'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A
 HD0966'6-INCH TILE PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1771 ***********************************************************************
 JD1771  DESIGNATION -  C 249
 JD1771  PID         -  JD1771
 JD1771  STATE/COUNTY-  MO/ST CLAIR
 JD1771  USGS QUAD   -  MONEGAW SPRINGS (1991)
 JD1771
 JD1771                         *CURRENT SURVEY CONTROL
 JD1771  ___________________________________________________________________
 JD1771* NAD 83(1986)-  38 06 58.     (N)    093 45 02.     (W)     SCALED    
 JD1771* NAVD 88     -       251.484  (meters)     825.08   (feet)  ADJUSTED  
 JD1771  ___________________________________________________________________
 JD1771  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JD1771  DYNAMIC HT  -         251.302 (meters)     824.48  (feet)  COMP
 JD1771  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 JD1771
 JD1771  VERT ORDER  -  SECOND    CLASS 0
 JD1771
 JD1771.The horizontal coordinates were scaled from a topographic map and have
 JD1771.an estimated accuracy of +/- 6 seconds.
 JD1771
 JD1771.The orthometric height was determined by differential leveling
 JD1771.and adjusted by the National Geodetic Survey in June 1991..
 JD1771
 JD1771.The geoid height was determined by GEOID03.
 JD1771
 JD1771.The dynamic height is computed by dividing the NAVD 88
 JD1771.geopotential number by the normal gravity value computed on the
 JD1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1771.degrees latitude (g = 980.6199 gals.).
 JD1771
 JD1771.The modeled gravity was interpolated from observed gravity values.
 JD1771
 JD1771;                    North         East    Units  Estimated Accuracy
 JD1771;SPC MO W     -   216,600.      915,720.      MT  (+/- 180 meters Scaled)
 JD1771
 JD1771                          SUPERSEDED SURVEY CONTROL
 JD1771
 JD1771  NGVD 29 (??/??/92)  251.365  (m)          824.69   (f) ADJ UNCH    2 0
 JD1771
 JD1771.Superseded values are not recommended for survey control.
 JD1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1771.See file dsdata.txt to determine how the superseded data were derived.
 JD1771
 JD1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC342189(NAD 83)
 JD1771_MARKER: DB = BENCH MARK DISK
 JD1771_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1771_SP_SET: 5 1/2 FEET
 JD1771_STAMPING: C 249 1963
 JD1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1771
 JD1771  HISTORY     - Date     Condition        Report By
 JD1771  HISTORY     - 1963     MONUMENTED       CGS
 JD1771
 JD1771                          STATION DESCRIPTION
 JD1771
 JD1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1771'3 MI SW FROM LOWRY CITY.
 JD1771'ABOUT 0.15 MILE WEST ALONG AN ASPHALT STREET FROM THE ST. LOUIS-SAN
 JD1771'FRANCISCO RAILWAY STATION AT LOWRY CITY, THENCE 2.8 MILES
 JD1771'SOUTHWEST ALONG STATE ROAD D, IN SECTION 26, T 39 N, R 26 W, 0.15
 JD1771'MILE WEST OF THE SHORT SCHOOLHOUSE LOCATED ON THE NORTH SIDE OF
 JD1771'THE ROAD, 37 1/2 FEET WEST OF A TELEPHONE POLE, 29 FEET NORTH OF THE
 JD1771'CENTER LINE OF THE ROAD, 11 FEET WEST OF THE CENTER OF A FIELD GATE,
 JD1771'7 FEET WEST OF A CORNER FENCE POST, 1 FOOT SOUTH OF A FENCE,
 JD1771'1.0 FOOT NORTHWEST OF A METAL WITNESS POST, AND ON THE TOP OF A
 JD1771'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 5 1/2
 JD1771'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1017 ***********************************************************************
 HB1017  DESIGNATION -  C 25
 HB1017  PID         -  HB1017
 HB1017  STATE/COUNTY-  MO/SCOTT
 HB1017  USGS QUAD   -  ORAN (1963)
 HB1017
 HB1017                         *CURRENT SURVEY CONTROL
 HB1017  ___________________________________________________________________
 HB1017* NAD 83(1986)-  37 05 06.     (N)    089 39 18.     (W)     SCALED    
 HB1017* NAVD 88     -       105.626  (meters)     346.54   (feet)  ADJUSTED  
 HB1017  ___________________________________________________________________
 HB1017  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB1017  DYNAMIC HT  -         105.548 (meters)     346.29  (feet)  COMP
 HB1017  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 HB1017
 HB1017  VERT ORDER  -  SECOND    CLASS 0
 HB1017
 HB1017.The horizontal coordinates were scaled from a topographic map and have
 HB1017.an estimated accuracy of +/- 6 seconds.
 HB1017
 HB1017.The orthometric height was determined by differential leveling
 HB1017.and adjusted by the National Geodetic Survey in June 1991..
 HB1017
 HB1017.The geoid height was determined by GEOID03.
 HB1017
 HB1017.The dynamic height is computed by dividing the NAVD 88
 HB1017.geopotential number by the normal gravity value computed on the
 HB1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1017.degrees latitude (g = 980.6199 gals.).
 HB1017
 HB1017.The modeled gravity was interpolated from observed gravity values.
 HB1017
 HB1017;                    North         East    Units  Estimated Accuracy
 HB1017;SPC MO E     -   139,220.      325,130.      MT  (+/- 180 meters Scaled)
 HB1017
 HB1017                          SUPERSEDED SURVEY CONTROL
 HB1017
 HB1017  NGVD 29 (??/??/??)  105.574  (m)          346.37   (f) ADJUSTED    2 0
 HB1017
 HB1017.Superseded values are not recommended for survey control.
 HB1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1017.See file dsdata.txt to determine how the superseded data were derived.
 HB1017
 HB1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG640076(NAD 83)
 HB1017_MARKER: DB = BENCH MARK DISK
 HB1017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB1017_SP_SET: BUILDING
 HB1017_STAMPING: C 25 1933
 HB1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1017+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2002
 HB1017
 HB1017  HISTORY     - Date     Condition        Report By
 HB1017  HISTORY     - 1933     MONUMENTED       CGS
 HB1017  HISTORY     - 20020825 GOOD             USACE
 HB1017
 HB1017                          STATION DESCRIPTION
 HB1017
 HB1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HB1017'AT ORAN.
 HB1017'AT ORAN, SCOTT COUNTY, ON THE MISSOURI PACIFIC RAILROAD, IN THE
 HB1017'WEST OR FRONT BRICK WALL OF THE STATION, 12 FEET SOUTH OF THE
 HB1017'NORTHWEST CORNER, 1 FOOT NORTH OF THE WAITING ROOM DOOR, AND
 HB1017'4.5 FEET ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED C 25 1933
 HB1017'AND SET VERTICALLY.
 HB1017
 HB1017                          STATION RECOVERY (2002)
 HB1017
 HB1017'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1681 ***********************************************************************
 JD1681  DESIGNATION -  C 250
 JD1681  PID         -  JD1681
 JD1681  STATE/COUNTY-  MO/HENRY
 JD1681  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1681
 JD1681                         *CURRENT SURVEY CONTROL
 JD1681  ___________________________________________________________________
 JD1681* NAD 83(1986)-  38 15 05.     (N)    093 49 05.     (W)     SCALED    
 JD1681* NAVD 88     -       231.663  (meters)     760.05   (feet)  ADJUSTED  
 JD1681  ___________________________________________________________________
 JD1681  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JD1681  DYNAMIC HT  -         231.499 (meters)     759.51  (feet)  COMP
 JD1681  MODELED GRAV-     979,916.3   (mgal)                       NAVD 88
 JD1681
 JD1681  VERT ORDER  -  SECOND    CLASS 0
 JD1681
 JD1681.The horizontal coordinates were scaled from a topographic map and have
 JD1681.an estimated accuracy of +/- 6 seconds.
 JD1681
 JD1681.The orthometric height was determined by differential leveling
 JD1681.and adjusted by the National Geodetic Survey in June 1991..
 JD1681
 JD1681.The geoid height was determined by GEOID03.
 JD1681
 JD1681.The dynamic height is computed by dividing the NAVD 88
 JD1681.geopotential number by the normal gravity value computed on the
 JD1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1681.degrees latitude (g = 980.6199 gals.).
 JD1681
 JD1681.The modeled gravity was interpolated from observed gravity values.
 JD1681
 JD1681;                    North         East    Units  Estimated Accuracy
 JD1681;SPC MO W     -   231,570.      909,690.      MT  (+/- 180 meters Scaled)
 JD1681
 JD1681                          SUPERSEDED SURVEY CONTROL
 JD1681
 JD1681  NGVD 29 (??/??/92)  231.552  (m)          759.68   (f) ADJ UNCH    2 0
 JD1681
 JD1681.Superseded values are not recommended for survey control.
 JD1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1681.See file dsdata.txt to determine how the superseded data were derived.
 JD1681
 JD1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC284340(NAD 83)
 JD1681_MARKER: DB = BENCH MARK DISK
 JD1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1681_STAMPING: C 250 1963
 JD1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1681+STABILITY: SURFACE MOTION
 JD1681
 JD1681  HISTORY     - Date     Condition        Report By
 JD1681  HISTORY     - 1963     MONUMENTED       CGS
 JD1681
 JD1681                          STATION DESCRIPTION
 JD1681
 JD1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1681'3.4 MI SW FROM DEEPWATER.
 JD1681'ABOUT 0.4 MILE WEST ALONG AN ASPHALT STREET FROM THE POST OFFICE
 JD1681'AT DEEPWATER, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 13,
 JD1681'THENCE 2.2 MILES WEST ALONG STATE HIGHWAY 52, 0.5 MILE WEST
 JD1681'OF G 2 Z 1962 TRIANGULATION STATION 95 FEET NORTH OF THE CENTER
 JD1681'LINE OF THE HIGHWAY, ABOUT 150 FEET SOUTH OF ABANDONED COAL MINE
 JD1681'PITS, 32 FEET WEST OF THE CENTER LINE OF A DIM TRAIL ROAD, AT
 JD1681'ABANDONED SCALE FOUNDATION, ABOUT 2.0 FEET SOUTH OF A METAL
 JD1681'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 JD1681'AND CENTER OF THE NORTH CONCRETE FOUNDATION OF SCALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0303 ***********************************************************************
 JE0303  DESIGNATION -  C 251
 JE0303  PID         -  JE0303
 JE0303  STATE/COUNTY-  MO/BATES
 JE0303  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0303
 JE0303                         *CURRENT SURVEY CONTROL
 JE0303  ___________________________________________________________________
 JE0303* NAD 83(1986)-  38 14 34.     (N)    094 21 05.     (W)     SCALED    
 JE0303* NAVD 88     -       243.114  (meters)     797.62   (feet)  ADJUSTED  
 JE0303  ___________________________________________________________________
 JE0303  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JE0303  DYNAMIC HT  -         242.939 (meters)     797.04  (feet)  COMP
 JE0303  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 JE0303
 JE0303  VERT ORDER  -  FIRST     CLASS II
 JE0303
 JE0303.The horizontal coordinates were scaled from a topographic map and have
 JE0303.an estimated accuracy of +/- 6 seconds.
 JE0303
 JE0303.The orthometric height was determined by differential leveling
 JE0303.and adjusted by the National Geodetic Survey in June 1991..
 JE0303
 JE0303.The geoid height was determined by GEOID03.
 JE0303
 JE0303.The dynamic height is computed by dividing the NAVD 88
 JE0303.geopotential number by the normal gravity value computed on the
 JE0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0303.degrees latitude (g = 980.6199 gals.).
 JE0303
 JE0303.The modeled gravity was interpolated from observed gravity values.
 JE0303
 JE0303;                    North         East    Units  Estimated Accuracy
 JE0303;SPC MO W     -   230,410.      863,010.      MT  (+/- 180 meters Scaled)
 JE0303
 JE0303                          SUPERSEDED SURVEY CONTROL
 JE0303
 JE0303  NGVD 29 (??/??/92)  242.992  (m)          797.22   (f) ADJ UNCH    1 2
 JE0303
 JE0303.Superseded values are not recommended for survey control.
 JE0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0303.See file dsdata.txt to determine how the superseded data were derived.
 JE0303
 JE0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC817336(NAD 83)
 JE0303_MARKER: DB = BENCH MARK DISK
 JE0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0303_SP_SET: CULVERT
 JE0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0303
 JE0303  HISTORY     - Date     Condition        Report By
 JE0303  HISTORY     - UNK      MONUMENTED       CGS
 JE0303  HISTORY     - 1963     GOOD             NGS
 JE0303
 JE0303                          STATION DESCRIPTION
 JE0303
 JE0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0303'1.1 MI S FROM BUTLER.
 JE0303'ABOUT 1.1 MI S ALONG THE MISSOURI PACIFIC RR FROM THE STATION
 JE0303'AT BUTLER, IN SECTION 28, T 40 N, R 31 W, 0.2 MI S OF A CROSSING
 JE0303'OF THE RAILROAD AND A ROAD, 16 1/2 FT W OF THE W RAIL, ABOUT
 JE0303'6 1/2 FT BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF
 JE0303'THE S END OF THE W CONCRETE HEADWALL OF A LARGE DOUBLE CHANNEL
 JE0303'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0341 ***********************************************************************
 JE0341  DESIGNATION -  C 252
 JE0341  PID         -  JE0341
 JE0341  STATE/COUNTY-  MO/BATES
 JE0341  USGS QUAD   -  ADRIAN (1981)
 JE0341
 JE0341                         *CURRENT SURVEY CONTROL
 JE0341  ___________________________________________________________________
 JE0341* NAD 83(1986)-  38 23 44.     (N)    094 21 13.     (W)     SCALED    
 JE0341* NAVD 88     -       266.168  (meters)     873.25   (feet)  ADJUSTED  
 JE0341  ___________________________________________________________________
 JE0341  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JE0341  DYNAMIC HT  -         265.979 (meters)     872.63  (feet)  COMP
 JE0341  MODELED GRAV-     979,912.1   (mgal)                       NAVD 88
 JE0341
 JE0341  VERT ORDER  -  FIRST     CLASS II
 JE0341
 JE0341.The horizontal coordinates were scaled from a topographic map and have
 JE0341.an estimated accuracy of +/- 6 seconds.
 JE0341
 JE0341.The orthometric height was determined by differential leveling
 JE0341.and adjusted by the National Geodetic Survey in June 1991..
 JE0341
 JE0341.The geoid height was determined by GEOID03.
 JE0341
 JE0341.The dynamic height is computed by dividing the NAVD 88
 JE0341.geopotential number by the normal gravity value computed on the
 JE0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0341.degrees latitude (g = 980.6199 gals.).
 JE0341
 JE0341.The modeled gravity was interpolated from observed gravity values.
 JE0341
 JE0341;                    North         East    Units  Estimated Accuracy
 JE0341;SPC MO W     -   247,360.      862,790.      MT  (+/- 180 meters Scaled)
 JE0341
 JE0341                          SUPERSEDED SURVEY CONTROL
 JE0341
 JE0341  NGVD 29 (??/??/92)  266.045  (m)          872.85   (f) ADJ UNCH    1 2
 JE0341
 JE0341.Superseded values are not recommended for survey control.
 JE0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0341.See file dsdata.txt to determine how the superseded data were derived.
 JE0341
 JE0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC817505(NAD 83)
 JE0341_MARKER: DB = BENCH MARK DISK
 JE0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0341_SP_SET: TOWER FOUNDATION
 JE0341_STAMPING: C 252 1963
 JE0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0341
 JE0341  HISTORY     - Date     Condition        Report By
 JE0341  HISTORY     - 1963     MONUMENTED       CGS
 JE0341  HISTORY     - 1965     GOOD             NGS
 JE0341
 JE0341                          STATION DESCRIPTION
 JE0341
 JE0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0341'AT ADRIAN.
 JE0341'AT ADRIAN, ABOUT 177 FT S OF THE CENTER LINE OF STATE HWY 18,
 JE0341'3 1/2 FT E OF THE E FACE OF THE MISSOURI PACIFIC RR STATION
 JE0341'AT ADRIAN, 14 FT E OF THE E RAIL OF THE MAIN TRACK, ABOUT 5
 JE0341'INCHES ABOVE THE BRICK WALKWAY, AND SET IN THE TOP OF THE NE
 JE0341'CORNER OF THE CONCRETE FOUNDATION OF THE SIGNAL TOWER IN FRONT
 JE0341'OF THE STATION.
 JE0341
 JE0341                          STATION RECOVERY (1965)
 JE0341
 JE0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JE0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0533 ***********************************************************************
 JE0533  DESIGNATION -  C 253
 JE0533  PID         -  JE0533
 JE0533  STATE/COUNTY-  MO/BATES
 JE0533  USGS QUAD   -  MAIN CITY (1961)
 JE0533
 JE0533                         *CURRENT SURVEY CONTROL
 JE0533  ___________________________________________________________________
 JE0533* NAD 83(1986)-  38 23 39.     (N)    094 24 21.     (W)     SCALED    
 JE0533* NAVD 88     -       299.257  (meters)     981.81   (feet)  ADJUSTED  
 JE0533  ___________________________________________________________________
 JE0533  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JE0533  DYNAMIC HT  -         299.044 (meters)     981.11  (feet)  COMP
 JE0533  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 JE0533
 JE0533  VERT ORDER  -  SECOND    CLASS 0
 JE0533
 JE0533.The horizontal coordinates were scaled from a topographic map and have
 JE0533.an estimated accuracy of +/- 6 seconds.
 JE0533
 JE0533.The orthometric height was determined by differential leveling
 JE0533.and adjusted by the National Geodetic Survey in June 1991..
 JE0533
 JE0533.The geoid height was determined by GEOID03.
 JE0533
 JE0533.The dynamic height is computed by dividing the NAVD 88
 JE0533.geopotential number by the normal gravity value computed on the
 JE0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0533.degrees latitude (g = 980.6199 gals.).
 JE0533
 JE0533.The modeled gravity was interpolated from observed gravity values.
 JE0533
 JE0533;                    North         East    Units  Estimated Accuracy
 JE0533;SPC MO W     -   247,200.      858,230.      MT  (+/- 180 meters Scaled)
 JE0533
 JE0533                          SUPERSEDED SURVEY CONTROL
 JE0533
 JE0533  NGVD 29 (??/??/92)  299.135  (m)          981.41   (f) ADJ UNCH    2 0
 JE0533
 JE0533.Superseded values are not recommended for survey control.
 JE0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0533.See file dsdata.txt to determine how the superseded data were derived.
 JE0533
 JE0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC772504(NAD 83)
 JE0533_MARKER: DB = BENCH MARK DISK
 JE0533_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0533+WITH SETTING: INTO GROUND
 JE0533_STAMPING: C 253 1963
 JE0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0533+STABILITY: SURFACE MOTION
 JE0533
 JE0533  HISTORY     - Date     Condition        Report By
 JE0533  HISTORY     - 1963     MONUMENTED       CGS
 JE0533
 JE0533                          STATION DESCRIPTION
 JE0533
 JE0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0533'3 MI W FROM ADRIAN.
 JE0533'ABOUT 3.0 MILES ALONG STATE HIGHWAY 18 FROM THE MISSOURI PACIFIC
 JE0533'RAILROAD STATION AT ADRIAN, ON THE CREST OF A HILL, 31 FEET
 JE0533'NORTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF THE
 JE0533'CENTER OF A GATE, 49 FEET WEST OF A POWER POLE, 1.0 FOOT SOUTH
 JE0533'OF A FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, 2 1/2
 JE0533'FEET ABOVE THE ROAD, AND SET IN SOLID ROCK, AND ON THE TOP OF
 JE0533'A 3-INCH IRON PIPE WHICH PROJECTS 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0559 ***********************************************************************
 JE0559  DESIGNATION -  C 254
 JE0559  PID         -  JE0559
 JE0559  STATE/COUNTY-  MO/BATES
 JE0559  USGS QUAD   -  VIRGINIA (1961)
 JE0559
 JE0559                         *CURRENT SURVEY CONTROL
 JE0559  ___________________________________________________________________
 JE0559* NAD 83(1986)-  38 21 10.     (N)    094 27 25.     (W)     SCALED    
 JE0559* NAVD 88     -       261.383  (meters)     857.55   (feet)  ADJUSTED  
 JE0559  ___________________________________________________________________
 JE0559  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0559  DYNAMIC HT  -         261.196 (meters)     856.94  (feet)  COMP
 JE0559  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 JE0559
 JE0559  VERT ORDER  -  SECOND    CLASS 0
 JE0559
 JE0559.The horizontal coordinates were scaled from a topographic map and have
 JE0559.an estimated accuracy of +/- 6 seconds.
 JE0559
 JE0559.The orthometric height was determined by differential leveling
 JE0559.and adjusted by the National Geodetic Survey in June 1991..
 JE0559
 JE0559.The geoid height was determined by GEOID03.
 JE0559
 JE0559.The dynamic height is computed by dividing the NAVD 88
 JE0559.geopotential number by the normal gravity value computed on the
 JE0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0559.degrees latitude (g = 980.6199 gals.).
 JE0559
 JE0559.The modeled gravity was interpolated from observed gravity values.
 JE0559
 JE0559;                    North         East    Units  Estimated Accuracy
 JE0559;SPC MO W     -   242,610.      853,760.      MT  (+/- 180 meters Scaled)
 JE0559
 JE0559                          SUPERSEDED SURVEY CONTROL
 JE0559
 JE0559  NGVD 29 (??/??/92)  261.259  (m)          857.15   (f) ADJ UNCH    2 0
 JE0559
 JE0559.Superseded values are not recommended for survey control.
 JE0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0559.See file dsdata.txt to determine how the superseded data were derived.
 JE0559
 JE0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC726459(NAD 83)
 JE0559_MARKER: DB = BENCH MARK DISK
 JE0559_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0559_SP_SET: 7 FEET
 JE0559_STAMPING: C 254 1963
 JE0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0559
 JE0559  HISTORY     - Date     Condition        Report By
 JE0559  HISTORY     - 1963     MONUMENTED       CGS
 JE0559
 JE0559                          STATION DESCRIPTION
 JE0559
 JE0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0559'7.7 MI NW FROM PASSAIC.
 JE0559'ABOUT 2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM
 JE0559'THE POST OFFICE AT PASSAIC, THENCE 5.7 MILES WEST ALONG A
 JE0559'GRAVELED ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JE0559'37 FEET SOUTHEAST OF THE CENTER OF A JUNCTION, 8.0 FEET EAST
 JE0559'OF A BRACED POWER POLE, 1.0 FOOT SOUTH OF A FENCE, 2.5 FEET SOUTH
 JE0559'OF A METAL WITNESS POST, 3 INCHES ABOVE THE ROAD, AND SET ON
 JE0559'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 JE0559'DEPTH 7 FEET ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1670 ***********************************************************************
 JD1670  DESIGNATION -  C 255
 JD1670  PID         -  JD1670
 JD1670  STATE/COUNTY-  MO/HENRY
 JD1670  USGS QUAD   -  CLINTON NORTH (1981)
 JD1670
 JD1670                         *CURRENT SURVEY CONTROL
 JD1670  ___________________________________________________________________
 JD1670* NAD 83(1986)-  38 23 37.     (N)    093 49 43.     (W)     SCALED    
 JD1670* NAVD 88     -       226.511  (meters)     743.14   (feet)  ADJUSTED  
 JD1670  ___________________________________________________________________
 JD1670  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD1670  DYNAMIC HT  -         226.355 (meters)     742.63  (feet)  COMP
 JD1670  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 JD1670
 JD1670  VERT ORDER  -  SECOND    CLASS 0
 JD1670
 JD1670.The horizontal coordinates were scaled from a topographic map and have
 JD1670.an estimated accuracy of +/- 6 seconds.
 JD1670
 JD1670.The orthometric height was determined by differential leveling
 JD1670.and adjusted by the National Geodetic Survey in June 1991..
 JD1670
 JD1670.The geoid height was determined by GEOID03.
 JD1670
 JD1670.The dynamic height is computed by dividing the NAVD 88
 JD1670.geopotential number by the normal gravity value computed on the
 JD1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1670.degrees latitude (g = 980.6199 gals.).
 JD1670
 JD1670.The modeled gravity was interpolated from observed gravity values.
 JD1670
 JD1670;                    North         East    Units  Estimated Accuracy
 JD1670;SPC MO W     -   247,350.      908,650.      MT  (+/- 180 meters Scaled)
 JD1670
 JD1670                          SUPERSEDED SURVEY CONTROL
 JD1670
 JD1670  NGVD 29 (??/??/92)  226.396  (m)          742.77   (f) ADJ UNCH    2 0
 JD1670
 JD1670.Superseded values are not recommended for survey control.
 JD1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1670.See file dsdata.txt to determine how the superseded data were derived.
 JD1670
 JD1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC276498(NAD 83)
 JD1670_MARKER: DB = BENCH MARK DISK
 JD1670_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1670_SP_SET: 8 FEET
 JD1670_STAMPING: C 255 1963
 JD1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1670
 JD1670  HISTORY     - Date     Condition        Report By
 JD1670  HISTORY     - 1962     MONUMENTED       CGS
 JD1670
 JD1670                          STATION DESCRIPTION
 JD1670
 JD1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1670'4.2 MI NW FROM CLINTON.
 JD1670'ABOUT 1.15 MILES NORTH ALONG NORTH WASHINGTON STREET FROM THE
 JD1670'COUNTY COURTHOUSE AT CLITON, THENCE 3.0 MILES NORTHWEST ALONG
 JD1670'STATE HIGHWAY 7, 0.4 MILE NORTHWEST OF A CURVE IN THE HIGHWAY,
 JD1670'0.15 MILE SOUTHEAST OF A NARROW CONCRETE BRIDGE, 117 YARDS
 JD1670'NORTHWEST OF 5 POWER LINES WHICH CROSS OVER THE HIGHWAY, 76
 JD1670'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 JD1670'SOUTH OF THE CENTER LINE OF A FIELD ROAD, 109 FEET SOUTHEAST
 JD1670'OF A POWER POLE WHICH SUPPORTS 2 POWER LINES CROSSING OVER
 JD1670'THE HIGHWAY, IN A ROW OF APPLE TREES, 2 FEET NORTH OF A FENCE,
 JD1670'1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE
 JD1670'THE LEVEL OF THE HIGHWAY AND SET ON THE TOP OF A 5/8-INCH
 JD1670'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND ENCASED
 JD1670'IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0172 ***********************************************************************
 JE0172  DESIGNATION -  C 256
 JE0172  PID         -  JE0172
 JE0172  STATE/COUNTY-  MO/CASS
 JE0172  USGS QUAD   -  PECULIAR (1981)
 JE0172
 JE0172                         *CURRENT SURVEY CONTROL
 JE0172  ___________________________________________________________________
 JE0172* NAD 83(1986)-  38 43 50.     (N)    094 28 29.     (W)     SCALED    
 JE0172* NAVD 88     -       305.725  (meters)    1003.03   (feet)  ADJUSTED  
 JE0172  ___________________________________________________________________
 JE0172  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE0172  DYNAMIC HT  -         305.518 (meters)    1002.35  (feet)  COMP
 JE0172  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 JE0172
 JE0172  VERT ORDER  -  FIRST     CLASS II
 JE0172
 JE0172.The horizontal coordinates were scaled from a topographic map and have
 JE0172.an estimated accuracy of +/- 6 seconds.
 JE0172
 JE0172.The orthometric height was determined by differential leveling
 JE0172.and adjusted by the National Geodetic Survey in June 1991..
 JE0172
 JE0172.The geoid height was determined by GEOID03.
 JE0172
 JE0172.The dynamic height is computed by dividing the NAVD 88
 JE0172.geopotential number by the normal gravity value computed on the
 JE0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0172.degrees latitude (g = 980.6199 gals.).
 JE0172
 JE0172.The modeled gravity was interpolated from observed gravity values.
 JE0172
 JE0172;                    North         East    Units  Estimated Accuracy
 JE0172;SPC MO W     -   284,540.      852,200.      MT  (+/- 180 meters Scaled)
 JE0172
 JE0172                          SUPERSEDED SURVEY CONTROL
 JE0172
 JE0172  NGVD 29 (??/??/92)  305.607  (m)         1002.65   (f) ADJ UNCH    1 2
 JE0172
 JE0172.Superseded values are not recommended for survey control.
 JE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0172.See file dsdata.txt to determine how the superseded data were derived.
 JE0172
 JE0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC718879(NAD 83)
 JE0172_MARKER: DB = BENCH MARK DISK
 JE0172_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0172_SP_SET: 8 FEET
 JE0172_STAMPING: C 256 1963
 JE0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0172
 JE0172  HISTORY     - Date     Condition        Report By
 JE0172  HISTORY     - 1963     MONUMENTED       CGS
 JE0172
 JE0172                          STATION DESCRIPTION
 JE0172
 JE0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0172'1.1 MI NW FROM PECULIAR.
 JE0172'ABOUT 1.1 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JE0172'RAILWAY FROM THE WATER TOWER AT PECULIAR, 110 NORTHEAST OF THE
 JE0172'NORTHEAST RAIL, 27 FEET NORTHEAST OF THE CENTER LINE OF A HIGHWAY,
 JE0172'32 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 5
 JE0172'FEET SOUTHEAST OF A POWER POLE, 8 INCHES SOUTHWEST OF A FENCE,
 JE0172'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 JE0172'LEVEL OF THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JE0172'ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH
 JE0172'TILE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1361 ***********************************************************************
 JD1361  DESIGNATION -  C 257
 JD1361  PID         -  JD1361
 JD1361  STATE/COUNTY-  MO/BENTON
 JD1361  USGS QUAD   -  CROCKERVILLE (1980)
 JD1361
 JD1361                         *CURRENT SURVEY CONTROL
 JD1361  ___________________________________________________________________
 JD1361* NAD 83(1986)-  38 26 32.     (N)    093 07 25.     (W)     SCALED    
 JD1361* NAVD 88     -       335.238  (meters)    1099.86   (feet)  ADJUSTED  
 JD1361  ___________________________________________________________________
 JD1361  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD1361  DYNAMIC HT  -         334.996 (meters)    1099.07  (feet)  COMP
 JD1361  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 JD1361
 JD1361  VERT ORDER  -  SECOND    CLASS 0
 JD1361
 JD1361.The horizontal coordinates were scaled from a topographic map and have
 JD1361.an estimated accuracy of +/- 6 seconds.
 JD1361
 JD1361.The orthometric height was determined by differential leveling
 JD1361.and adjusted by the National Geodetic Survey in June 1991..
 JD1361
 JD1361.The geoid height was determined by GEOID03.
 JD1361
 JD1361.The dynamic height is computed by dividing the NAVD 88
 JD1361.geopotential number by the normal gravity value computed on the
 JD1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1361.degrees latitude (g = 980.6199 gals.).
 JD1361
 JD1361.The modeled gravity was interpolated from observed gravity values.
 JD1361
 JD1361;                    North         East    Units  Estimated Accuracy
 JD1361;SPC MO C     -   289,700.      445,560.      MT  (+/- 180 meters Scaled)
 JD1361
 JD1361                          SUPERSEDED SURVEY CONTROL
 JD1361
 JD1361  NGVD 29 (??/??/92)  335.111  (m)         1099.44   (f) ADJ UNCH    2 0
 JD1361
 JD1361.Superseded values are not recommended for survey control.
 JD1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1361.See file dsdata.txt to determine how the superseded data were derived.
 JD1361
 JD1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC892548(NAD 83)
 JD1361_MARKER: DB = BENCH MARK DISK
 JD1361_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1361_SP_SET: 10 FEET
 JD1361_STAMPING: C 257 1963
 JD1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1361
 JD1361  HISTORY     - Date     Condition        Report By
 JD1361  HISTORY     - 1963     MONUMENTED       CGS
 JD1361
 JD1361                          STATION DESCRIPTION
 JD1361
 JD1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1361'5.4 MI E FROM COLE CAMP.
 JD1361'5.4 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILWAY
 JD1361'FROM THE STATION AT COLE CAMP, 45 FEET NORTHEAST OF THE
 JD1361'NORTHEAST RAIL, 12 POLES NORTHWEST OF MILEPOST 193, 51 FEET
 JD1361'NORTHWEST OF THE CENTER OF A CROSSING WITH A GRAVELED ROAD,
 JD1361'9 1/2 FEET WEST OF A 15-INCH OAK TREE 1.5 FEET NORTH OF A METAL
 JD1361'WITNESS POST, 2 1/2 FEET ABOVE THE RAILS, AND ON THE TOP OF A
 JD1361'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 10
 JD1361'FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1073 ***********************************************************************
 JD1073  DESIGNATION -  C 258
 JD1073  PID         -  JD1073
 JD1073  STATE/COUNTY-  MO/PETTIS
 JD1073  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD1073
 JD1073                         *CURRENT SURVEY CONTROL
 JD1073  ___________________________________________________________________
 JD1073* NAD 83(1986)-  38 32 18.     (N)    093 23 59.     (W)     SCALED    
 JD1073* NAVD 88     -       268.913  (meters)     882.26   (feet)  ADJUSTED  
 JD1073  ___________________________________________________________________
 JD1073  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD1073  DYNAMIC HT  -         268.723 (meters)     881.64  (feet)  COMP
 JD1073  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 JD1073
 JD1073  VERT ORDER  -  SECOND    CLASS 0
 JD1073
 JD1073.The horizontal coordinates were scaled from a topographic map and have
 JD1073.an estimated accuracy of +/- 6 seconds.
 JD1073
 JD1073.The orthometric height was determined by differential leveling
 JD1073.and adjusted by the National Geodetic Survey in June 1991..
 JD1073
 JD1073.The geoid height was determined by GEOID03.
 JD1073
 JD1073.The dynamic height is computed by dividing the NAVD 88
 JD1073.geopotential number by the normal gravity value computed on the
 JD1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1073.degrees latitude (g = 980.6199 gals.).
 JD1073
 JD1073.The modeled gravity was interpolated from observed gravity values.
 JD1073
 JD1073;                    North         East    Units  Estimated Accuracy
 JD1073;SPC MO C     -   300,570.      421,560.      MT  (+/- 180 meters Scaled)
 JD1073
 JD1073                          SUPERSEDED SURVEY CONTROL
 JD1073
 JD1073  NGVD 29 (??/??/92)  268.795  (m)          881.87   (f) ADJ UNCH    2 0
 JD1073
 JD1073.Superseded values are not recommended for survey control.
 JD1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1073.See file dsdata.txt to determine how the superseded data were derived.
 JD1073
 JD1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC651656(NAD 83)
 JD1073_MARKER: DB = BENCH MARK DISK
 JD1073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1073_SP_SET: GUARD RAIL POST
 JD1073_STAMPING: C 258 1963
 JD1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1073
 JD1073  HISTORY     - Date     Condition        Report By
 JD1073  HISTORY     - 1963     MONUMENTED       CGS
 JD1073  HISTORY     - 20010912 GOOD             SKW
 JD1073
 JD1073                          STATION DESCRIPTION
 JD1073
 JD1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1073'4.7 MI SW FROM MANILA.
 JD1073'ABOUT 1.1 MILES SOUTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1073'CHURCH AT MANILA, THENCE 3.6 MILES WEST ALONG STATE HIGHWAY 52
 JD1073'AT A ROAD JUNCTION, IN SECTION 6, T 43 N, R 22 W, OR 4.3 MILES
 JD1073'WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILWAY FROM THE
 JD1073'STATION AT IONIA, THENCE 2.5 MILES NORTH ALONG A GRAVELED ROAD,
 JD1073'15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 3.0 FEET
 JD1073'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF THE CONCRETE
 JD1073'GUARD RAIL POST AT THE SOUTHWEST END OF THE SOUTHWEST WING WALL
 JD1073'OF A CONCRETE BRIDGE OVER PEPPER CREEK.
 JD1073
 JD1073                          STATION RECOVERY (2001)
 JD1073
 JD1073'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JD1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0969 ***********************************************************************
 JD0969  DESIGNATION -  C 259
 JD0969  PID         -  JD0969
 JD0969  STATE/COUNTY-  MO/MORGAN
 JD0969  USGS QUAD   -  PYRMONT (1961)
 JD0969
 JD0969                         *CURRENT SURVEY CONTROL
 JD0969  ___________________________________________________________________
 JD0969* NAD 83(1986)-  38 34 10.     (N)    093 03 29.     (W)     SCALED    
 JD0969* NAVD 88     -       273.108  (meters)     896.02   (feet)  ADJUSTED  
 JD0969  ___________________________________________________________________
 JD0969  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0969  DYNAMIC HT  -         272.916 (meters)     895.39  (feet)  COMP
 JD0969  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 JD0969
 JD0969  VERT ORDER  -  SECOND    CLASS 0
 JD0969
 JD0969.The horizontal coordinates were scaled from a topographic map and have
 JD0969.an estimated accuracy of +/- 6 seconds.
 JD0969
 JD0969.The orthometric height was determined by differential leveling
 JD0969.and adjusted by the National Geodetic Survey in June 1991..
 JD0969
 JD0969.The geoid height was determined by GEOID03.
 JD0969
 JD0969.The dynamic height is computed by dividing the NAVD 88
 JD0969.geopotential number by the normal gravity value computed on the
 JD0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0969.degrees latitude (g = 980.6199 gals.).
 JD0969
 JD0969.The modeled gravity was interpolated from observed gravity values.
 JD0969
 JD0969;                    North         East    Units  Estimated Accuracy
 JD0969;SPC MO C     -   303,790.      451,370.      MT  (+/- 180 meters Scaled)
 JD0969
 JD0969                          SUPERSEDED SURVEY CONTROL
 JD0969
 JD0969  NGVD 29 (??/??/92)  272.997  (m)          895.66   (f) ADJ UNCH    2 0
 JD0969
 JD0969.Superseded values are not recommended for survey control.
 JD0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0969.See file dsdata.txt to determine how the superseded data were derived.
 JD0969
 JD0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC949690(NAD 83)
 JD0969_MARKER: DB = BENCH MARK DISK
 JD0969_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0969_SP_SET: 7 FEET
 JD0969_STAMPING: C 259 1963
 JD0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0969
 JD0969  HISTORY     - Date     Condition        Report By
 JD0969  HISTORY     - 1963     MONUMENTED       CGS
 JD0969
 JD0969                          STATION DESCRIPTION
 JD0969
 JD0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0969'4.5 MI E FROM BAHNER.
 JD0969'ABOUT 0.45 MILE EAST ALONG COUNTY ROAD V FROM THE CEMETERY AT
 JD0969'BAHNER, THENCE 1.0 MILES EAST ALONG COUNTY ROAD C, THENCE 1.65
 JD0969'MILES EAST ALONG A GRAVELED, THENCE 1.4 MILES NORTHEAST ALONG
 JD0969'COUNTY ROAD KK, IN SECTION 19, T 44 N, R 19 W, 35 FEET NORTH OF THE
 JD0969'CENTER LINE OF THE ROAD, 37 FEET EAST OF A FENCE CORNER, 1 1/2
 JD0969'FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS POST,
 JD0969'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 JD0969'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 7 FEET
 JD0969'AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0981 ***********************************************************************
 GD0981  DESIGNATION -  C 26
 GD0981  PID         -  GD0981
 GD0981  STATE/COUNTY-  MO/NEW MADRID
 GD0981  USGS QUAD   -  KEWANEE (1971)
 GD0981
 GD0981                         *CURRENT SURVEY CONTROL
 GD0981  ___________________________________________________________________
 GD0981* NAD 83(1986)-  36 43 21.     (N)    089 34 40.     (W)     SCALED    
 GD0981* NAVD 88     -        93.457  (meters)     306.62   (feet)  ADJUSTED  
 GD0981  ___________________________________________________________________
 GD0981  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD0981  DYNAMIC HT  -          93.384 (meters)     306.38  (feet)  COMP
 GD0981  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GD0981
 GD0981  VERT ORDER  -  SECOND    CLASS 0
 GD0981
 GD0981.The horizontal coordinates were scaled from a topographic map and have
 GD0981.an estimated accuracy of +/- 6 seconds.
 GD0981
 GD0981.The orthometric height was determined by differential leveling
 GD0981.and adjusted by the National Geodetic Survey in June 1991..
 GD0981
 GD0981.The geoid height was determined by GEOID03.
 GD0981
 GD0981.The dynamic height is computed by dividing the NAVD 88
 GD0981.geopotential number by the normal gravity value computed on the
 GD0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0981.degrees latitude (g = 980.6199 gals.).
 GD0981
 GD0981.The modeled gravity was interpolated from observed gravity values.
 GD0981
 GD0981;                    North         East    Units  Estimated Accuracy
 GD0981;SPC MO E     -    99,060.      332,380.      MT  (+/- 180 meters Scaled)
 GD0981
 GD0981                          SUPERSEDED SURVEY CONTROL
 GD0981
 GD0981  NGVD 29 (??/??/??)   93.379  (m)          306.36   (f) ADJUSTED    2 0
 GD0981
 GD0981.Superseded values are not recommended for survey control.
 GD0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0981.See file dsdata.txt to determine how the superseded data were derived.
 GD0981
 GD0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF697671(NAD 83)
 GD0981_MARKER: DB = BENCH MARK DISK
 GD0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0981_STAMPING: C 26 1933
 GD0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0981+STABILITY: SURFACE MOTION
 GD0981
 GD0981  HISTORY     - Date     Condition        Report By
 GD0981  HISTORY     - 1933     MONUMENTED       CGS
 GD0981  HISTORY     - 1961     MARK NOT FOUND   CGS
 GD0981
 GD0981                          STATION DESCRIPTION
 GD0981
 GD0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0981'3 MI S FROM MATTHEWS.
 GD0981'3 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GD0981'MATTHEWS, NEW MADRID COUNTY, AT NOXALL, 83 FEET NORTHWEST OF POLE
 GD0981'174-4, 98.6 FEET WEST OF THE CENTERLINE OF THE TRACK.  85 FEET
 GD0981'NORTHEAST OF A GAS PUMP IN FRONT OF THE BARRY GROCERY, 35 FEET
 GD0981'WEST OF THE CENTERLINE OF A DIRT ROAD, 19 FEET NORTH OF THE
 GD0981'CENTERLINE OF ANOTHER DIRT ROAD, AND 14 FEET EAST OF AN 18-INCH
 GD0981'MAPLE TREE.  A STANDARD DISK, STAMPED C 26 1933 AND SET IN THE
 GD0981'TOP OF A CONCRETE POST.  NOTE-- POSITION NOW FALLS IN ROAD DITCH.
 GD0981'E-W ROAD AND ROAD N ARE BOTH WIDENED AND IMPROVED NOW.  MR. BARRY
 GD0981'WAS CONTACTED AND POSITION ON OLD STORE AND GAS PUMPS VERIFIED
 GD0981'(NOW REMOVED).
 GD0981
 GD0981                          STATION RECOVERY (1961)
 GD0981
 GD0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GD0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1486 ***********************************************************************
 JD1486  DESIGNATION -  C 260
 JD1486  PID         -  JD1486
 JD1486  STATE/COUNTY-  MO/HENRY
 JD1486  USGS QUAD   -  GAINES (1981)
 JD1486
 JD1486                         *CURRENT SURVEY CONTROL
 JD1486  ___________________________________________________________________
 JD1486* NAD 83(1986)-  38 18 34.     (N)    093 43 25.     (W)     SCALED    
 JD1486* NAVD 88     -       218.455  (meters)     716.71   (feet)  ADJUSTED  
 JD1486  ___________________________________________________________________
 JD1486  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JD1486  DYNAMIC HT  -         218.301 (meters)     716.21  (feet)  COMP
 JD1486  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 JD1486
 JD1486  VERT ORDER  -  SECOND    CLASS 0
 JD1486
 JD1486.The horizontal coordinates were scaled from a topographic map and have
 JD1486.an estimated accuracy of +/- 6 seconds.
 JD1486
 JD1486.The orthometric height was determined by differential leveling
 JD1486.and adjusted by the National Geodetic Survey in June 1991..
 JD1486
 JD1486.The geoid height was determined by GEOID03.
 JD1486
 JD1486.The dynamic height is computed by dividing the NAVD 88
 JD1486.geopotential number by the normal gravity value computed on the
 JD1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1486.degrees latitude (g = 980.6199 gals.).
 JD1486
 JD1486.The modeled gravity was interpolated from observed gravity values.
 JD1486
 JD1486;                    North         East    Units  Estimated Accuracy
 JD1486;SPC MO W     -   238,080.      917,900.      MT  (+/- 180 meters Scaled)
 JD1486
 JD1486                          SUPERSEDED SURVEY CONTROL
 JD1486
 JD1486  NGVD 29 (??/??/92)  218.344  (m)          716.35   (f) ADJ UNCH    2 0
 JD1486
 JD1486.Superseded values are not recommended for survey control.
 JD1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1486.See file dsdata.txt to determine how the superseded data were derived.
 JD1486
 JD1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC367403(NAD 83)
 JD1486_MARKER: DB = BENCH MARK DISK
 JD1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1486_STAMPING: C 260 1962
 JD1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1486+STABILITY: SURFACE MOTION
 JD1486
 JD1486  HISTORY     - Date     Condition        Report By
 JD1486  HISTORY     - 1962     MONUMENTED       CGS
 JD1486
 JD1486                          STATION DESCRIPTION
 JD1486
 JD1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1486'5.6 MI SE FROM CLINTON.
 JD1486'ABOUT 0.1 MILE SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1486'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1486'CLINTON, THENCE 0.85 MILE EAST ALONG EAST FRANKLIN STREET, THENCE
 JD1486'4.7 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 JD1486'IN SECTION 30, T 41 N, R 25 W, 13 POLES NORTHWEST OF MILEPOST
 JD1486'92, 5 POLES NORTHWEST OF A BRIDGE OVER SPARRO FOOT CREEK, 44
 JD1486'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 19 FEET SOUTHWEST OF THE
 JD1486'THIRTEENTH POLE NORTHWEST OF MILEPOST 92, 2 FEET NORTHEAST OF A FENCE,
 JD1486'1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE THE
 JD1486'LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1486'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0050 ***********************************************************************
 HE0050  DESIGNATION -  C 261
 HE0050  PID         -  HE0050
 HE0050  STATE/COUNTY-  MO/VERNON
 HE0050  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0050
 HE0050                         *CURRENT SURVEY CONTROL
 HE0050  ___________________________________________________________________
 HE0050* NAD 83(1986)-  37 59 48.     (N)    094 07 18.     (W)     SCALED    
 HE0050* NAVD 88     -       233.853  (meters)     767.23   (feet)  ADJUSTED  
 HE0050  ___________________________________________________________________
 HE0050  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HE0050  DYNAMIC HT  -         233.682 (meters)     766.67  (feet)  COMP
 HE0050  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 HE0050
 HE0050  VERT ORDER  -  SECOND    CLASS 0
 HE0050
 HE0050.The horizontal coordinates were scaled from a topographic map and have
 HE0050.an estimated accuracy of +/- 6 seconds.
 HE0050
 HE0050.The orthometric height was determined by differential leveling
 HE0050.and adjusted by the National Geodetic Survey in June 1991..
 HE0050
 HE0050.The geoid height was determined by GEOID03.
 HE0050
 HE0050.The dynamic height is computed by dividing the NAVD 88
 HE0050.geopotential number by the normal gravity value computed on the
 HE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0050.degrees latitude (g = 980.6199 gals.).
 HE0050
 HE0050.The modeled gravity was interpolated from observed gravity values.
 HE0050
 HE0050;                    North         East    Units  Estimated Accuracy
 HE0050;SPC MO W     -   203,150.      883,230.      MT  (+/- 180 meters Scaled)
 HE0050
 HE0050                          SUPERSEDED SURVEY CONTROL
 HE0050
 HE0050  NGVD 29 (??/??/92)  233.753  (m)          766.90   (f) ADJ UNCH    2 0
 HE0050
 HE0050.Superseded values are not recommended for survey control.
 HE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0050.See file dsdata.txt to determine how the superseded data were derived.
 HE0050
 HE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC015060(NAD 83)
 HE0050_MARKER: DB = BENCH MARK DISK
 HE0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0050_STAMPING: C 261 1962
 HE0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0050+STABILITY: SURFACE MOTION
 HE0050
 HE0050  HISTORY     - Date     Condition        Report By
 HE0050  HISTORY     - 1962     MONUMENTED       CGS
 HE0050  HISTORY     - 19880216 MARK NOT FOUND   USPSQD
 HE0050
 HE0050                          STATION DESCRIPTION
 HE0050
 HE0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HE0050'1.6 MI SW FROM SCHELL CITY.
 HE0050'ABOUT 1.6 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 HE0050'RAILROAD FROM THE POST OFFICE AT SCHELL CITY, OR 2.2 MILES
 HE0050'NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 HE0050'THE STATION AT HARDWOOD, 7 1/2 POLES SOUTH OF MILEPOST 300,
 HE0050'45 FEET EAST OF THE EAST RAIL, 37 FEET NORTH OF A TELEPHONE
 HE0050'POLE, 2 FEET WEST OF A FENCE, 1.3 FEET SOUTH OF A METAL WITNESS
 HE0050'POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE
 HE0050'POST PROJECTING 6 INCHES.
 HE0050
 HE0050                          STATION RECOVERY (1988)
 HE0050
 HE0050'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 HE0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0176 ***********************************************************************
 HE0176  DESIGNATION -  C 262
 HE0176  PID         -  HE0176
 HE0176  STATE/COUNTY-  MO/VERNON
 HE0176  USGS QUAD   -  DEDERICK (1991)
 HE0176
 HE0176                         *CURRENT SURVEY CONTROL
 HE0176  ___________________________________________________________________
 HE0176* NAD 83(1986)-  37 51 20.     (N)    094 07 50.     (W)     SCALED    
 HE0176* NAVD 88     -       237.484  (meters)     779.15   (feet)  ADJUSTED  
 HE0176  ___________________________________________________________________
 HE0176  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HE0176  DYNAMIC HT  -         237.307 (meters)     778.56  (feet)  COMP
 HE0176  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 HE0176
 HE0176  VERT ORDER  -  SECOND    CLASS 0
 HE0176
 HE0176.The horizontal coordinates were scaled from a topographic map and have
 HE0176.an estimated accuracy of +/- 6 seconds.
 HE0176
 HE0176.The orthometric height was determined by differential leveling
 HE0176.and adjusted by the National Geodetic Survey in June 1991..
 HE0176
 HE0176.The geoid height was determined by GEOID03.
 HE0176
 HE0176.The dynamic height is computed by dividing the NAVD 88
 HE0176.geopotential number by the normal gravity value computed on the
 HE0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0176.degrees latitude (g = 980.6199 gals.).
 HE0176
 HE0176.The modeled gravity was interpolated from observed gravity values.
 HE0176
 HE0176;                    North         East    Units  Estimated Accuracy
 HE0176;SPC MO W     -   187,480.      882,510.      MT  (+/- 180 meters Scaled)
 HE0176
 HE0176                          SUPERSEDED SURVEY CONTROL
 HE0176
 HE0176  NGVD 29 (??/??/92)  237.382  (m)          778.81   (f) ADJ UNCH    2 0
 HE0176
 HE0176.Superseded values are not recommended for survey control.
 HE0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0176.See file dsdata.txt to determine how the superseded data were derived.
 HE0176
 HE0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB005903(NAD 83)
 HE0176_MARKER: DB = BENCH MARK DISK
 HE0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0176_SP_SET: CULVERT
 HE0176_STAMPING: C 262 1962
 HE0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0176
 HE0176  HISTORY     - Date     Condition        Report By
 HE0176  HISTORY     - 1962     MONUMENTED       CGS
 HE0176  HISTORY     - 1963     GOOD             NGS
 HE0176
 HE0176                          STATION DESCRIPTION
 HE0176
 HE0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0176'0.3 MI SW FROM DEDERICK.
 HE0176'ABOUT 0.15 MILE SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0176'CHURCH AT DEDERICK, THENCE 0.15 MILE WEST ALONG U.S. HIGHWAY
 HE0176'54, IN SECTION 33, T 36 N, T 29 W, 36 FEET NORTH OF THE CENTER
 HE0176'LINE OF THE HIGHWAY, ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY,
 HE0176'AND SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 HE0176'LARGE TWIN CHANNEL CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1706 ***********************************************************************
 JD1706  DESIGNATION -  C 263
 JD1706  PID         -  JD1706
 JD1706  STATE/COUNTY-  MO/ST CLAIR
 JD1706  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1706
 JD1706                         *CURRENT SURVEY CONTROL
 JD1706  ___________________________________________________________________
 JD1706* NAD 83(1986)-  38 11 06.     (N)    093 58 42.     (W)     SCALED    
 JD1706* NAVD 88     -       258.649  (meters)     848.58   (feet)  ADJUSTED  
 JD1706  ___________________________________________________________________
 JD1706  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD1706  DYNAMIC HT  -         258.463 (meters)     847.97  (feet)  COMP
 JD1706  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 JD1706
 JD1706  VERT ORDER  -  SECOND    CLASS 0
 JD1706
 JD1706.The horizontal coordinates were scaled from a topographic map and have
 JD1706.an estimated accuracy of +/- 6 seconds.
 JD1706
 JD1706.The orthometric height was determined by differential leveling
 JD1706.and adjusted by the National Geodetic Survey in June 1991..
 JD1706
 JD1706.The geoid height was determined by GEOID03.
 JD1706
 JD1706.The dynamic height is computed by dividing the NAVD 88
 JD1706.geopotential number by the normal gravity value computed on the
 JD1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1706.degrees latitude (g = 980.6199 gals.).
 JD1706
 JD1706.The modeled gravity was interpolated from observed gravity values.
 JD1706
 JD1706;                    North         East    Units  Estimated Accuracy
 JD1706;SPC MO W     -   224,110.      895,700.      MT  (+/- 180 meters Scaled)
 JD1706
 JD1706                          SUPERSEDED SURVEY CONTROL
 JD1706
 JD1706  NGVD 29 (??/??/92)  258.549  (m)          848.26   (f) ADJ UNCH    2 0
 JD1706
 JD1706.Superseded values are not recommended for survey control.
 JD1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1706.See file dsdata.txt to determine how the superseded data were derived.
 JD1706
 JD1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC143267(NAD 83)
 JD1706_MARKER: DB = BENCH MARK DISK
 JD1706_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1706_SP_SET: 8 FEET
 JD1706_STAMPING: C 263 1963
 JD1706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1706
 JD1706  HISTORY     - Date     Condition        Report By
 JD1706  HISTORY     - 1963     MONUMENTED       CGS
 JD1706
 JD1706                          STATION DESCRIPTION
 JD1706
 JD1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1706'3.1 MI E FROM APPLETON CITY.
 JD1706'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1706'MISSOURI-KANSAS-TEXAS RAILWAY STATION AT APPLETON CITY, THENCE
 JD1706'0.25 MILES SOUTH ALONG STATE ROAD A, THENCE 1.0 MILE EAST ALONG
 JD1706'STATE ROAD AA, AT THE INTERSECTION OF A NORTH-SOUTH ROAD, MIDWAY
 JD1706'BETWEEN TWO TELEPHONE POLES, 32 FEET NORTH OF THE CENTER LINE
 JD1706'OF STATE ROAD AA, 50 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 JD1706'ROAD, 28 FEET NORTHWEST OF THE WEST END OF A 16-INCH STEEL
 JD1706'TUBULAR CULVERT, 0.9 FEET EAST OF A METAL WITNESS POST, ABOUT
 JD1706'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 JD1706'COPPER COATED ROAD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND
 JD1706'ENCASED IN A 6-INCH TILE PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0619 ***********************************************************************
 JE0619  DESIGNATION -  C 264
 JE0619  PID         -  JE0619
 JE0619  STATE/COUNTY-  MO/BATES
 JE0619  USGS QUAD   -  PLEASANT GAP (1961)
 JE0619
 JE0619                         *CURRENT SURVEY CONTROL
 JE0619  ___________________________________________________________________
 JE0619* NAD 83(1986)-  38 08 57.     (N)    094 10 43.     (W)     SCALED    
 JE0619* NAVD 88     -       265.195  (meters)     870.06   (feet)  ADJUSTED  
 JE0619  ___________________________________________________________________
 JE0619  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JE0619  DYNAMIC HT  -         264.999 (meters)     869.42  (feet)  COMP
 JE0619  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 JE0619
 JE0619  VERT ORDER  -  SECOND    CLASS 0
 JE0619
 JE0619.The horizontal coordinates were scaled from a topographic map and have
 JE0619.an estimated accuracy of +/- 6 seconds.
 JE0619
 JE0619.The orthometric height was determined by differential leveling
 JE0619.and adjusted by the National Geodetic Survey in June 1991..
 JE0619
 JE0619.The geoid height was determined by GEOID03.
 JE0619
 JE0619.The dynamic height is computed by dividing the NAVD 88
 JE0619.geopotential number by the normal gravity value computed on the
 JE0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0619.degrees latitude (g = 980.6199 gals.).
 JE0619
 JE0619.The modeled gravity was interpolated from observed gravity values.
 JE0619
 JE0619;                    North         East    Units  Estimated Accuracy
 JE0619;SPC MO W     -   220,060.      878,170.      MT  (+/- 180 meters Scaled)
 JE0619
 JE0619                          SUPERSEDED SURVEY CONTROL
 JE0619
 JE0619  NGVD 29 (??/??/92)  265.080  (m)          869.68   (f) ADJ UNCH    2 0
 JE0619
 JE0619.Superseded values are not recommended for survey control.
 JE0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0619.See file dsdata.txt to determine how the superseded data were derived.
 JE0619
 JE0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC967230(NAD 83)
 JE0619_MARKER: DB = BENCH MARK DISK
 JE0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0619_SP_SET: CULVERT
 JE0619_STAMPING: C 264 1963
 JE0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0619
 JE0619  HISTORY     - Date     Condition        Report By
 JE0619  HISTORY     - 1963     MONUMENTED       CGS
 JE0619
 JE0619                          STATION DESCRIPTION
 JE0619
 JE0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0619'1.6 MI S FROM PLEASANT GAP.
 JE0619'ABOUT 1.65 MILES SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0619'CHURCH AT PLEASANT GAP, 0.2 MILE SOUTH OF A FARMHOUSE, 15
 JE0619'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET BELOW
 JE0619'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF THE NORTH END OF
 JE0619'THE WEST HEADWALL OF A LARGE BOX TYPE CULVERT OVER A CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0686 ***********************************************************************
 JE0686  DESIGNATION -  C 265
 JE0686  PID         -  JE0686
 JE0686  STATE/COUNTY-  MO/BATES
 JE0686  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0686
 JE0686                         *CURRENT SURVEY CONTROL
 JE0686  ___________________________________________________________________
 JE0686* NAD 83(1986)-  38 09 18.     (N)    094 15 21.     (W)     SCALED    
 JE0686* NAVD 88     -       234.542  (meters)     769.49   (feet)  ADJUSTED  
 JE0686  ___________________________________________________________________
 JE0686  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JE0686  DYNAMIC HT  -         234.370 (meters)     768.93  (feet)  COMP
 JE0686  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 JE0686
 JE0686  VERT ORDER  -  SECOND    CLASS 0
 JE0686
 JE0686.The horizontal coordinates were scaled from a topographic map and have
 JE0686.an estimated accuracy of +/- 6 seconds.
 JE0686
 JE0686.The orthometric height was determined by differential leveling
 JE0686.and adjusted by the National Geodetic Survey in June 1991..
 JE0686
 JE0686.The geoid height was determined by GEOID03.
 JE0686
 JE0686.The dynamic height is computed by dividing the NAVD 88
 JE0686.geopotential number by the normal gravity value computed on the
 JE0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0686.degrees latitude (g = 980.6199 gals.).
 JE0686
 JE0686.The modeled gravity was interpolated from observed gravity values.
 JE0686
 JE0686;                    North         East    Units  Estimated Accuracy
 JE0686;SPC MO W     -   220,680.      871,400.      MT  (+/- 180 meters Scaled)
 JE0686
 JE0686                          SUPERSEDED SURVEY CONTROL
 JE0686
 JE0686  NGVD 29 (??/??/92)  234.428  (m)          769.12   (f) ADJ UNCH    2 0
 JE0686
 JE0686.Superseded values are not recommended for survey control.
 JE0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0686.See file dsdata.txt to determine how the superseded data were derived.
 JE0686
 JE0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC899237(NAD 83)
 JE0686_MARKER: DB = BENCH MARK DISK
 JE0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0686_SP_SET: BRIDGE
 JE0686_STAMPING: C 265 1963
 JE0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0686
 JE0686  HISTORY     - Date     Condition        Report By
 JE0686  HISTORY     - 1963     MONUMENTED       CGS
 JE0686
 JE0686                          STATION DESCRIPTION
 JE0686
 JE0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0686'5.2 MI SW FROM PLEASANT GAP.
 JE0686'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0686'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A
 JE0686'GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG STATE ROAD N,
 JE0686'SET IN THE NORTH END OF A BRIDGE OVER SOUTH DOUBLE BRANCH, 20
 JE0686'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET BELOW
 JE0686'THE LEVEL OF THE ROAD, AND SET IN THE NORTHEAST END OF THE BRIDGE
 JE0686'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0046 ***********************************************************************
 JE0046  DESIGNATION -  C 266
 JE0046  PID         -  JE0046
 JE0046  STATE/COUNTY-  MO/CASS
 JE0046  USGS QUAD   -  PLEASANT HILL (1990)
 JE0046
 JE0046                         *CURRENT SURVEY CONTROL
 JE0046  ___________________________________________________________________
 JE0046* NAD 83(1986)-  38 45 36.     (N)    094 18 11.     (W)     SCALED    
 JE0046* NAVD 88     -       262.107  (meters)     859.93   (feet)  ADJUSTED  
 JE0046  ___________________________________________________________________
 JE0046  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JE0046  DYNAMIC HT  -         261.930 (meters)     859.35  (feet)  COMP
 JE0046  MODELED GRAV-     979,946.0   (mgal)                       NAVD 88
 JE0046
 JE0046  VERT ORDER  -  FIRST     CLASS II
 JE0046
 JE0046.The horizontal coordinates were scaled from a topographic map and have
 JE0046.an estimated accuracy of +/- 6 seconds.
 JE0046
 JE0046.The orthometric height was determined by differential leveling
 JE0046.and adjusted by the National Geodetic Survey in June 1991..
 JE0046
 JE0046.The geoid height was determined by GEOID03.
 JE0046
 JE0046.The dynamic height is computed by dividing the NAVD 88
 JE0046.geopotential number by the normal gravity value computed on the
 JE0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0046.degrees latitude (g = 980.6199 gals.).
 JE0046
 JE0046.The modeled gravity was interpolated from observed gravity values.
 JE0046
 JE0046;                    North         East    Units  Estimated Accuracy
 JE0046;SPC MO W     -   287,830.      867,120.      MT  (+/- 180 meters Scaled)
 JE0046
 JE0046                          SUPERSEDED SURVEY CONTROL
 JE0046
 JE0046  NGVD 29 (??/??/92)  262.000  (m)          859.58   (f) ADJ UNCH    1 2
 JE0046
 JE0046.Superseded values are not recommended for survey control.
 JE0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0046.See file dsdata.txt to determine how the superseded data were derived.
 JE0046
 JE0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC867909(NAD 83)
 JE0046_MARKER: DB = BENCH MARK DISK
 JE0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0046_SP_SET: BRIDGE
 JE0046_STAMPING: C 266 1963
 JE0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0046
 JE0046  HISTORY     - Date     Condition        Report By
 JE0046  HISTORY     - 1963     MONUMENTED       CGS
 JE0046
 JE0046                          STATION DESCRIPTION
 JE0046
 JE0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0046'2.6 MI SW FROM PLEASANT HILL.
 JE0046'ABOUT 2.65 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0046'FROM THE STATION AT PLEASANT HILL, IN SECTION 36, T 46 N, R 31 W,
 JE0046'6 POLES SOUTHWEST OF MILEPOST 251, 6 1/2 FEET SOUTHEAST OF THE
 JE0046'SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHEAST END OF THE
 JE0046'NORTHEAST ABUTMENT OF A BRIDGE WHICH CROSSES A CREEK AND ABOUT
 JE0046'1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0386 ***********************************************************************
 JE0386  DESIGNATION -  C 267
 JE0386  PID         -  JE0386
 JE0386  STATE/COUNTY-  MO/BATES
 JE0386  USGS QUAD   -  NEW HOME (1991)
 JE0386
 JE0386                         *CURRENT SURVEY CONTROL
 JE0386  ___________________________________________________________________
 JE0386* NAD 83(1986)-  38 11 28.     (N)    094 29 35.     (W)     SCALED    
 JE0386* NAVD 88     -       242.703  (meters)     796.27   (feet)  ADJUSTED  
 JE0386  ___________________________________________________________________
 JE0386  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JE0386  DYNAMIC HT  -         242.528 (meters)     795.69  (feet)  COMP
 JE0386  MODELED GRAV-     979,903.2   (mgal)                       NAVD 88
 JE0386
 JE0386  VERT ORDER  -  SECOND    CLASS 0
 JE0386
 JE0386.The horizontal coordinates were scaled from a topographic map and have
 JE0386.an estimated accuracy of +/- 6 seconds.
 JE0386
 JE0386.The orthometric height was determined by differential leveling
 JE0386.and adjusted by the National Geodetic Survey in June 1991..
 JE0386
 JE0386.The geoid height was determined by GEOID03.
 JE0386
 JE0386.The dynamic height is computed by dividing the NAVD 88
 JE0386.geopotential number by the normal gravity value computed on the
 JE0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0386.degrees latitude (g = 980.6199 gals.).
 JE0386
 JE0386.The modeled gravity was interpolated from observed gravity values.
 JE0386
 JE0386;                    North         East    Units  Estimated Accuracy
 JE0386;SPC MO W     -   224,660.      850,610.      MT  (+/- 180 meters Scaled)
 JE0386
 JE0386                          SUPERSEDED SURVEY CONTROL
 JE0386
 JE0386  NGVD 29 (??/??/92)  242.573  (m)          795.84   (f) ADJ UNCH    2 0
 JE0386
 JE0386.Superseded values are not recommended for survey control.
 JE0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0386.See file dsdata.txt to determine how the superseded data were derived.
 JE0386
 JE0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC692280(NAD 83)
 JE0386_MARKER: DB = BENCH MARK DISK
 JE0386_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0386_SP_SET: 8 FEET
 JE0386_STAMPING: C 267 1963
 JE0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0386+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 JE0386
 JE0386  HISTORY     - Date     Condition        Report By
 JE0386  HISTORY     - 1963     MONUMENTED       CGS
 JE0386  HISTORY     - 20050312 GOOD             GEOCAC
 JE0386
 JE0386                          STATION DESCRIPTION
 JE0386
 JE0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0386'2.6 MI NE FROM FOSTER.
 JE0386'ABOUT 0.1 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT
 JE0386'FOSTER, THENCE 0.35 MILE NORTH ALONG STATE ROAD U, THENCE 2.1
 JE0386'MILES NORTHEAST ALONG A WINDING GRAVELED ROAD, AT A 90 DEGREE
 JE0386'CORNER ABOUT IN LINE WITH CENTER LINE OF THE ROAD LEADING EAST,
 JE0386'ON THE SOUTH BANK OF WALNUT CREEK, 30 FEET NORTHWEST OF THE
 JE0386'CENTER LINE OF THE ROAD, 4 1/2 FEET SOUTH OF A 16-INCH LOCUST
 JE0386'TREE, 2 FEET EAST OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS
 JE0386'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 JE0386'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND
 JE0386'ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
 JE0386
 JE0386                          STATION RECOVERY (2005)
 JE0386
 JE0386'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 JE0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0939 ***********************************************************************
 JD0939  DESIGNATION -  C 268
 JD0939  PID         -  JD0939
 JD0939  STATE/COUNTY-  MO/MORGAN
 JD0939  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0939
 JD0939                         *CURRENT SURVEY CONTROL
 JD0939  ___________________________________________________________________
 JD0939* NAD 83(1986)-  38 40 14.     (N)    093 02 06.     (W)     SCALED    
 JD0939* NAVD 88     -       263.721  (meters)     865.22   (feet)  ADJUSTED  
 JD0939  ___________________________________________________________________
 JD0939  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0939  DYNAMIC HT  -         263.542 (meters)     864.64  (feet)  COMP
 JD0939  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 JD0939
 JD0939  VERT ORDER  -  SECOND    CLASS 0
 JD0939
 JD0939.The horizontal coordinates were scaled from a topographic map and have
 JD0939.an estimated accuracy of +/- 6 seconds.
 JD0939
 JD0939.The orthometric height was determined by differential leveling
 JD0939.and adjusted by the National Geodetic Survey in June 1991..
 JD0939
 JD0939.The geoid height was determined by GEOID03.
 JD0939
 JD0939.The dynamic height is computed by dividing the NAVD 88
 JD0939.geopotential number by the normal gravity value computed on the
 JD0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0939.degrees latitude (g = 980.6199 gals.).
 JD0939
 JD0939.The modeled gravity was interpolated from observed gravity values.
 JD0939
 JD0939;                    North         East    Units  Estimated Accuracy
 JD0939;SPC MO C     -   315,000.      453,440.      MT  (+/- 180 meters Scaled)
 JD0939
 JD0939                          SUPERSEDED SURVEY CONTROL
 JD0939
 JD0939  NGVD 29 (??/??/92)  263.62   (m)          864.9    (f) COMPUTED    2 0
 JD0939
 JD0939.Superseded values are not recommended for survey control.
 JD0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0939.See file dsdata.txt to determine how the superseded data were derived.
 JD0939
 JD0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC969802(NAD 83)
 JD0939_MARKER: DB = BENCH MARK DISK
 JD0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0939_STAMPING: C 268 1963
 JD0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0939+STABILITY: SURFACE MOTION
 JD0939
 JD0939  HISTORY     - Date     Condition        Report By
 JD0939  HISTORY     - 1963     MONUMENTED       CGS
 JD0939
 JD0939                          STATION DESCRIPTION
 JD0939
 JD0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0939'3.3 MI W FROM OTTERVILLE.
 JD0939'ABOUT 2.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0939'STATION AT OTTERVILLE, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY
 JD0939'135, IN SECTION 17, T 45 N, R 19 W, 32 FEET EAST OF THE CENTER
 JD0939'LINE OF THE HIGHWAY, 88 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JD0939'A FARMHOUSE, 60 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 JD0939'DRIVEWAY, 57 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 1.4
 JD0939'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 JD0939'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0984 ***********************************************************************
 JD0984  DESIGNATION -  C 269
 JD0984  PID         -  JD0984
 JD0984  STATE/COUNTY-  MO/MORGAN
 JD0984  USGS QUAD   -  PYRMONT (1961)
 JD0984
 JD0984                         *CURRENT SURVEY CONTROL
 JD0984  ___________________________________________________________________
 JD0984* NAD 83(1986)-  38 36 53.     (N)    093 03 50.     (W)     SCALED    
 JD0984* NAVD 88     -       235.997  (meters)     774.27   (feet)  ADJUSTED  
 JD0984  ___________________________________________________________________
 JD0984  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0984  DYNAMIC HT  -         235.834 (meters)     773.73  (feet)  COMP
 JD0984  MODELED GRAV-     979,929.7   (mgal)                       NAVD 88
 JD0984
 JD0984  VERT ORDER  -  SECOND    CLASS 0
 JD0984
 JD0984.The horizontal coordinates were scaled from a topographic map and have
 JD0984.an estimated accuracy of +/- 6 seconds.
 JD0984
 JD0984.The orthometric height was determined by differential leveling
 JD0984.and adjusted by the National Geodetic Survey in June 1991..
 JD0984
 JD0984.The geoid height was determined by GEOID03.
 JD0984
 JD0984.The dynamic height is computed by dividing the NAVD 88
 JD0984.geopotential number by the normal gravity value computed on the
 JD0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0984.degrees latitude (g = 980.6199 gals.).
 JD0984
 JD0984.The modeled gravity was interpolated from observed gravity values.
 JD0984
 JD0984;                    North         East    Units  Estimated Accuracy
 JD0984;SPC MO C     -   308,810.      450,890.      MT  (+/- 180 meters Scaled)
 JD0984
 JD0984                          SUPERSEDED SURVEY CONTROL
 JD0984
 JD0984  NGVD 29 (??/??/92)  235.895  (m)          773.93   (f) ADJ UNCH    2 0
 JD0984
 JD0984.Superseded values are not recommended for survey control.
 JD0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0984.See file dsdata.txt to determine how the superseded data were derived.
 JD0984
 JD0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC944740(NAD 83)
 JD0984_MARKER: DB = BENCH MARK DISK
 JD0984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0984_SP_SET: CULVERT
 JD0984_STAMPING: C 269 1963
 JD0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0984
 JD0984  HISTORY     - Date     Condition        Report By
 JD0984  HISTORY     - 1963     MONUMENTED       CGS
 JD0984
 JD0984                          STATION DESCRIPTION
 JD0984
 JD0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0984'7.4 MI SE FROM SMITHTON.
 JD0984'ABOUT 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0984'THE STATION AT SMITHTON, THENCE 3.55 MILES SOUTH ALONG STATE
 JD0984'ROAD W, THENCE 2.85 MILES SOUTHEAST ALONG STATE ROAD DD, THENCE
 JD0984'0.7 MILE WEST ALONG A GRAVELED ROAD, IN T 44 N, R 19 W, 10 FEET
 JD0984'SOUTH OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF THE
 JD0984'WEST END OF THE SOUTH HEAD WALL OF A CONCRETE CULVERT, ABOUT 1.0
 JD0984'FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0992 ***********************************************************************
 GD0992  DESIGNATION -  C 27
 GD0992  PID         -  GD0992
 GD0992  STATE/COUNTY-  MO/NEW MADRID
 GD0992  USGS QUAD   -  NEW MADRID (1971)
 GD0992
 GD0992                         *CURRENT SURVEY CONTROL
 GD0992  ___________________________________________________________________
 GD0992* NAD 83(1986)-  36 35 15.     (N)    089 31 39.     (W)     SCALED    
 GD0992* NAVD 88     -        92.941  (meters)     304.92   (feet)  ADJUSTED  
 GD0992  ___________________________________________________________________
 GD0992  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD0992  DYNAMIC HT  -          92.868 (meters)     304.68  (feet)  COMP
 GD0992  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 GD0992
 GD0992  VERT ORDER  -  FIRST     CLASS I
 GD0992
 GD0992.The horizontal coordinates were scaled from a topographic map and have
 GD0992.an estimated accuracy of +/- 6 seconds.
 GD0992
 GD0992.The orthometric height was determined by differential leveling
 GD0992.and adjusted by the National Geodetic Survey in June 1991..
 GD0992
 GD0992.The geoid height was determined by GEOID03.
 GD0992
 GD0992.The dynamic height is computed by dividing the NAVD 88
 GD0992.geopotential number by the normal gravity value computed on the
 GD0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0992.degrees latitude (g = 980.6199 gals.).
 GD0992
 GD0992.The modeled gravity was interpolated from observed gravity values.
 GD0992
 GD0992;                    North         East    Units  Estimated Accuracy
 GD0992;SPC MO E     -    84,120.      337,030.      MT  (+/- 180 meters Scaled)
 GD0992
 GD0992                          SUPERSEDED SURVEY CONTROL
 GD0992
 GD0992  NGVD 29 (??/??/??)   92.822  (m)          304.53   (f) ADJUSTED    1 1
 GD0992
 GD0992.Superseded values are not recommended for survey control.
 GD0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0992.See file dsdata.txt to determine how the superseded data were derived.
 GD0992
 GD0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF738520(NAD 83)
 GD0992_MARKER: DB = BENCH MARK DISK
 GD0992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0992_SP_SET: LIGHT STRUCTURE
 GD0992_STAMPING: C 27 1933
 GD0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0992+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 GD0992
 GD0992  HISTORY     - Date     Condition        Report By
 GD0992  HISTORY     - 1933     MONUMENTED       CGS
 GD0992  HISTORY     - 1976     GOOD             NGS
 GD0992  HISTORY     - 20020803 GOOD             USACE
 GD0992
 GD0992                          STATION DESCRIPTION
 GD0992
 GD0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD0992'IN NEW MADRID.
 GD0992'SET AT THE EAST ENTRANCE TO THE NEW MADRID COUNTY COURT HOUSE AT
 GD0992'NEW MADRID, SET IN BASE OF SOUTH PILLAR OF TWO LARGE PILLARS OF
 GD0992'EAST ENTRANCE, 11.0 FEET SOUTHEAST OF THE CENTER OF THE EAST ENTRANCE
 GD0992'DOORWAY, 133.6 FEET WEST OF THE WEST CURB OF MAIN STREET, 126.3
 GD0992'FEET SOUTH OF THE SOUTH CURB OF VIRGINIA AVENUE.
 GD0992
 GD0992                          STATION RECOVERY (2002)
 GD0992
 GD0992'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1048 ***********************************************************************
 JD1048  DESIGNATION -  C 270
 JD1048  PID         -  JD1048
 JD1048  STATE/COUNTY-  MO/PETTIS
 JD1048  USGS QUAD   -  BAHNER (1972)
 JD1048
 JD1048                         *CURRENT SURVEY CONTROL
 JD1048  ___________________________________________________________________
 JD1048* NAD 83(1986)-  38 36 34.     (N)    093 10 47.     (W)     SCALED    
 JD1048* NAVD 88     -       272.809  (meters)     895.04   (feet)  ADJUSTED  
 JD1048  ___________________________________________________________________
 JD1048  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1048  DYNAMIC HT  -         272.619 (meters)     894.42  (feet)  COMP
 JD1048  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 JD1048
 JD1048  VERT ORDER  -  SECOND    CLASS 0
 JD1048
 JD1048.The horizontal coordinates were scaled from a topographic map and have
 JD1048.an estimated accuracy of +/- 6 seconds.
 JD1048
 JD1048.The orthometric height was determined by differential leveling
 JD1048.and adjusted by the National Geodetic Survey in June 1991..
 JD1048
 JD1048.The geoid height was determined by GEOID03.
 JD1048
 JD1048.The dynamic height is computed by dividing the NAVD 88
 JD1048.geopotential number by the normal gravity value computed on the
 JD1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1048.degrees latitude (g = 980.6199 gals.).
 JD1048
 JD1048.The modeled gravity was interpolated from observed gravity values.
 JD1048
 JD1048;                    North         East    Units  Estimated Accuracy
 JD1048;SPC MO C     -   308,300.      440,800.      MT  (+/- 180 meters Scaled)
 JD1048
 JD1048                          SUPERSEDED SURVEY CONTROL
 JD1048
 JD1048  NGVD 29 (??/??/92)  272.702  (m)          894.69   (f) ADJ UNCH    2 0
 JD1048
 JD1048.Superseded values are not recommended for survey control.
 JD1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1048.See file dsdata.txt to determine how the superseded data were derived.
 JD1048
 JD1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC843734(NAD 83)
 JD1048_MARKER: DB = BENCH MARK DISK
 JD1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1048_SP_SET: CULVERT
 JD1048_STAMPING: C 270 1963
 JD1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1048
 JD1048  HISTORY     - Date     Condition        Report By
 JD1048  HISTORY     - 1963     MONUMENTED       CGS
 JD1048
 JD1048                          STATION DESCRIPTION
 JD1048
 JD1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1048'5.1 MI NW FROM SPRING FORK.
 JD1048'ABOUT 1.1 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD1048'SPRING FORK CREEK AT SPRING FORK, THENCE 1.0 MILE NORTH ALONG
 JD1048'COUNTY ROAD U, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD,
 JD1048'THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.3 MILES
 JD1048'EAST ALONG A GRAVELED ROAD, THENCE 0.6 MILE NORTH ALONG A
 JD1048'GRAVELED ROAD, IN SECTION 1, T 44 N, R 21 W, 12 FEET EAST OF
 JD1048'THE CENTER LIN OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND
 JD1048'SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 JD1048'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1258 ***********************************************************************
 JD1258  DESIGNATION -  C 271
 JD1258  PID         -  JD1258
 JD1258  STATE/COUNTY-  MO/BENTON
 JD1258  USGS QUAD   -  LINCOLN SE (1983)
 JD1258
 JD1258                         *CURRENT SURVEY CONTROL
 JD1258  ___________________________________________________________________
 JD1258* NAD 83(1986)-  38 18 38.     (N)    093 20 29.     (W)     SCALED    
 JD1258* NAVD 88     -       241.935  (meters)     793.75   (feet)  ADJUSTED  
 JD1258  ___________________________________________________________________
 JD1258  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JD1258  DYNAMIC HT  -         241.766 (meters)     793.19  (feet)  COMP
 JD1258  MODELED GRAV-     979,922.1   (mgal)                       NAVD 88
 JD1258
 JD1258  VERT ORDER  -  SECOND    CLASS 0
 JD1258
 JD1258.The horizontal coordinates were scaled from a topographic map and have
 JD1258.an estimated accuracy of +/- 6 seconds.
 JD1258
 JD1258.The orthometric height was determined by differential leveling
 JD1258.and adjusted by the National Geodetic Survey in June 1991..
 JD1258
 JD1258.The geoid height was determined by GEOID03.
 JD1258
 JD1258.The dynamic height is computed by dividing the NAVD 88
 JD1258.geopotential number by the normal gravity value computed on the
 JD1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1258.degrees latitude (g = 980.6199 gals.).
 JD1258
 JD1258.The modeled gravity was interpolated from observed gravity values.
 JD1258
 JD1258;                    North         East    Units  Estimated Accuracy
 JD1258;SPC MO C     -   275,240.      426,420.      MT  (+/- 180 meters Scaled)
 JD1258
 JD1258                          SUPERSEDED SURVEY CONTROL
 JD1258
 JD1258  NGVD 29 (??/??/92)  241.810  (m)          793.34   (f) ADJ UNCH    2 0
 JD1258
 JD1258.Superseded values are not recommended for survey control.
 JD1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1258.See file dsdata.txt to determine how the superseded data were derived.
 JD1258
 JD1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC701403(NAD 83)
 JD1258_MARKER: DB = BENCH MARK DISK
 JD1258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1258_SP_SET: CULVERT
 JD1258_STAMPING: C 271 1963
 JD1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1258
 JD1258  HISTORY     - Date     Condition        Report By
 JD1258  HISTORY     - 1963     MONUMENTED       CGS
 JD1258
 JD1258                          STATION DESCRIPTION
 JD1258
 JD1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1258'6 MI S FROM LINCOLN.
 JD1258'0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINCOLN,
 JD1258'THENCE 5.7 MILES SOUTH ALONG U.S. HIGHWAY 65, IN SECTION 27,
 JD1258'T 41 N, R 22 W, 25 FEET OF THE CENTER LINE OF THE HIGHWAY, 107
 JD1258'FEET SOUTH OF THE EXTENDED CENTER LINE OF STATE ROAD T LEADING
 JD1258'WEST, AND SET IN THE TOP AND CENTER OF THE EAST CONCRETE HEADWALL
 JD1258'OF A LARGE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1596 ***********************************************************************
 JD1596  DESIGNATION -  C 272
 JD1596  PID         -  JD1596
 JD1596  STATE/COUNTY-  MO/HENRY
 JD1596  USGS QUAD   -  LEESVILLE (1981)
 JD1596
 JD1596                         *CURRENT SURVEY CONTROL
 JD1596  ___________________________________________________________________
 JD1596* NAD 83(1986)-  38 20 00.     (N)    093 36 54.     (W)     SCALED    
 JD1596* NAVD 88     -       257.172  (meters)     843.74   (feet)  ADJUSTED  
 JD1596  ___________________________________________________________________
 JD1596  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JD1596  DYNAMIC HT  -         256.993 (meters)     843.15  (feet)  COMP
 JD1596  MODELED GRAV-     979,924.7   (mgal)                       NAVD 88
 JD1596
 JD1596  VERT ORDER  -  SECOND    CLASS 0
 JD1596
 JD1596.The horizontal coordinates were scaled from a topographic map and have
 JD1596.an estimated accuracy of +/- 6 seconds.
 JD1596
 JD1596.The orthometric height was determined by differential leveling
 JD1596.and adjusted by the National Geodetic Survey in June 1991..
 JD1596
 JD1596.The geoid height was determined by GEOID03.
 JD1596
 JD1596.The dynamic height is computed by dividing the NAVD 88
 JD1596.geopotential number by the normal gravity value computed on the
 JD1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1596.degrees latitude (g = 980.6199 gals.).
 JD1596
 JD1596.The modeled gravity was interpolated from observed gravity values.
 JD1596
 JD1596;                    North         East    Units  Estimated Accuracy
 JD1596;SPC MO W     -   240,820.      927,380.      MT  (+/- 180 meters Scaled)
 JD1596
 JD1596                          SUPERSEDED SURVEY CONTROL
 JD1596
 JD1596  NGVD 29 (??/??/92)  257.048  (m)          843.33   (f) ADJ UNCH    2 0
 JD1596
 JD1596.Superseded values are not recommended for survey control.
 JD1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1596.See file dsdata.txt to determine how the superseded data were derived.
 JD1596
 JD1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC462429(NAD 83)
 JD1596_MARKER: DB = BENCH MARK DISK
 JD1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1596_STAMPING: C 272 1963
 JD1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1596+STABILITY: SURFACE MOTION
 JD1596
 JD1596  HISTORY     - Date     Condition        Report By
 JD1596  HISTORY     - 1963     MONUMENTED       CGS
 JD1596
 JD1596                          STATION DESCRIPTION
 JD1596
 JD1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1596'5.4 MI NW FROM TIGHTWAD.
 JD1596'ABOUT 5.35 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE
 JD1596'SCHOOLHOUSE AT TIGHTWAD, 29 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JD1596'OF THE CIRCLE 7 CAFE, 64 FEET WEST OF THE CENTER LINE OF THE
 JD1596'HIGHWAY, 2 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A
 JD1596'6-INCH IRON PIPE FILLED WITH CONCRETE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0319 ***********************************************************************
 KE0319  DESIGNATION -  C 273
 KE0319  PID         -  KE0319
 KE0319  STATE/COUNTY-  MO/JACKSON
 KE0319  USGS QUAD   -  KANSAS CITY (1991)
 KE0319
 KE0319                         *CURRENT SURVEY CONTROL
 KE0319  ___________________________________________________________________
 KE0319* NAD 83(1986)-  39 04 07.     (N)    094 30 40.     (W)     SCALED    
 KE0319* NAVD 88     -       232.684  (meters)     763.40   (feet)  ADJUSTED  
 KE0319  ___________________________________________________________________
 KE0319  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE0319  DYNAMIC HT  -         232.534 (meters)     762.91  (feet)  COMP
 KE0319  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 KE0319
 KE0319  VERT ORDER  -  FIRST     CLASS II
 KE0319
 KE0319.The horizontal coordinates were scaled from a topographic map and have
 KE0319.an estimated accuracy of +/- 6 seconds.
 KE0319
 KE0319.The orthometric height was determined by differential leveling
 KE0319.and adjusted by the National Geodetic Survey in June 1991..
 KE0319
 KE0319.The geoid height was determined by GEOID03.
 KE0319
 KE0319.The dynamic height is computed by dividing the NAVD 88
 KE0319.geopotential number by the normal gravity value computed on the
 KE0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0319.degrees latitude (g = 980.6199 gals.).
 KE0319
 KE0319.The modeled gravity was interpolated from observed gravity values.
 KE0319
 KE0319;                    North         East    Units  Estimated Accuracy
 KE0319;SPC MO W     -   322,070.      849,040.      MT  (+/- 180 meters Scaled)
 KE0319
 KE0319                          SUPERSEDED SURVEY CONTROL
 KE0319
 KE0319  NGVD 29 (??/??/92)  232.603  (m)          763.13   (f) ADJ UNCH    1 2
 KE0319
 KE0319.Superseded values are not recommended for survey control.
 KE0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0319.See file dsdata.txt to determine how the superseded data were derived.
 KE0319
 KE0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD692254(NAD 83)
 KE0319_MARKER: DB = BENCH MARK DISK
 KE0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0319_SP_SET: OVERPASS
 KE0319_STAMPING: C 273 1966
 KE0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0319+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 KE0319
 KE0319  HISTORY     - Date     Condition        Report By
 KE0319  HISTORY     - 1966     MONUMENTED       CGS
 KE0319  HISTORY     - 20050716 GOOD             GEOCAC
 KE0319
 KE0319                          STATION DESCRIPTION
 KE0319
 KE0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KE0319'AT KANSAS CITY.
 KE0319'AT KANSAS CITY, IN THE EASTERN PART OF THE CITY, ON 31ST STREET,
 KE0319'UNDER THE INTERSTATE 70 OVERPASS, 40 FEET SOUTH OF THE CENTER
 KE0319'LINE OF 31ST STREET, SET VERTICALLY IN THE WEST FACE OF THE
 KE0319'MOST WESTERLY OF 8 CONCRETE PILLARS NORTH OF THE SOUTH END OF
 KE0319'THE OVERPASS, 2 FEET ABOVE THE LEVEL OF THE GROUND.
 KE0319
 KE0319                          STATION RECOVERY (2005)
 KE0319
 KE0319'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1100 ***********************************************************************
 GD1100  DESIGNATION -  C 274
 GD1100  PID         -  GD1100
 GD1100  STATE/COUNTY-  MO/NEW MADRID
 GD1100  USGS QUAD   -  POINT PLEASANT (1982)
 GD1100
 GD1100                         *CURRENT SURVEY CONTROL
 GD1100  ___________________________________________________________________
 GD1100* NAD 83(1986)-  36 24 43.     (N)    089 32 50.     (W)     SCALED    
 GD1100* NAVD 88     -        92.121  (meters)     302.23   (feet)  ADJUSTED  
 GD1100  ___________________________________________________________________
 GD1100  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GD1100  DYNAMIC HT  -          92.046 (meters)     301.99  (feet)  COMP
 GD1100  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 GD1100
 GD1100  VERT ORDER  -  FIRST     CLASS I
 GD1100
 GD1100.The horizontal coordinates were scaled from a topographic map and have
 GD1100.an estimated accuracy of +/- 6 seconds.
 GD1100
 GD1100.The orthometric height was determined by differential leveling
 GD1100.and adjusted by the National Geodetic Survey in June 1991..
 GD1100
 GD1100.The geoid height was determined by GEOID03.
 GD1100
 GD1100.The dynamic height is computed by dividing the NAVD 88
 GD1100.geopotential number by the normal gravity value computed on the
 GD1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1100.degrees latitude (g = 980.6199 gals.).
 GD1100
 GD1100.The modeled gravity was interpolated from observed gravity values.
 GD1100
 GD1100;                    North         East    Units  Estimated Accuracy
 GD1100;SPC MO E     -    64,620.      335,450.      MT  (+/- 180 meters Scaled)
 GD1100
 GD1100                          SUPERSEDED SURVEY CONTROL
 GD1100
 GD1100  NGVD 29 (??/??/??)   92.015  (m)          301.89   (f) ADJUSTED    1 1
 GD1100
 GD1100.Superseded values are not recommended for survey control.
 GD1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1100.See file dsdata.txt to determine how the superseded data were derived.
 GD1100
 GD1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF716326(NAD 83)
 GD1100_MARKER: DB = BENCH MARK DISK
 GD1100_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1100+WITH SETTING: INTO GROUND
 GD1100_SP_SET: METAL ROD WITH BASE PLATE
 GD1100_STAMPING: C 274 1976
 GD1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1100+STABILITY: SURFACE MOTION
 GD1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1100+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 GD1100
 GD1100  HISTORY     - Date     Condition        Report By
 GD1100  HISTORY     - 1976     MONUMENTED       NGS
 GD1100  HISTORY     - 20020716 GOOD             USACE
 GD1100
 GD1100                          STATION DESCRIPTION
 GD1100
 GD1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1100'24.0 MI NORTH FROM CARUTHERSVILLE.
 GD1100'24.0 MILES NORTH ALONG THE LEVEE FROM THE ST. FRANCES LEVEE
 GD1100'DISTRICT OFFICE, 14.7 MILES SOUTH OF THE JUNCTION OF STATE HIGH-
 GD1100'WAY WW AT NEW MADRID, 0.15 MILE NORTHEAST OF A BLACKTOP ROAD
 GD1100'CROSSING THE LEVEE, 78.7 FEET NORTHWEST OF A FENCE AT TOE OF
 GD1100'LEVEE, 17.0 FEET SOUTHWEST OF THE CENTER OF TOP OF LEVEE, AND
 GD1100'3.0 FEET NORTHEAST OF MILEPOST 4/5.
 GD1100
 GD1100                          STATION RECOVERY (2002)
 GD1100
 GD1100'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1221 ***********************************************************************
 HB1221  DESIGNATION -  C 275
 HB1221  PID         -  HB1221
 HB1221  STATE/COUNTY-  MO/SCOTT
 HB1221  USGS QUAD   -  THEBES (1996)
 HB1221
 HB1221                         *CURRENT SURVEY CONTROL
 HB1221  ___________________________________________________________________
 HB1221* NAD 83(1986)-  37 07 58.     (N)    089 26 27.     (W)     SCALED    
 HB1221* NAVD 88     -       104.298  (meters)     342.18   (feet)  ADJUSTED  
 HB1221  ___________________________________________________________________
 HB1221  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 HB1221  DYNAMIC HT  -         104.222 (meters)     341.94  (feet)  COMP
 HB1221  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 HB1221
 HB1221  VERT ORDER  -  FIRST     CLASS I
 HB1221
 HB1221.The horizontal coordinates were scaled from a topographic map and have
 HB1221.an estimated accuracy of +/- 6 seconds.
 HB1221
 HB1221.The orthometric height was determined by differential leveling
 HB1221.and adjusted by the National Geodetic Survey in June 1991..
 HB1221
 HB1221.The geoid height was determined by GEOID03.
 HB1221
 HB1221.The dynamic height is computed by dividing the NAVD 88
 HB1221.geopotential number by the normal gravity value computed on the
 HB1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1221.degrees latitude (g = 980.6199 gals.).
 HB1221
 HB1221.The modeled gravity was interpolated from observed gravity values.
 HB1221
 HB1221;                    North         East    Units  Estimated Accuracy
 HB1221;SPC MO E     -   144,710.      344,110.      MT  (+/- 180 meters Scaled)
 HB1221
 HB1221                          SUPERSEDED SURVEY CONTROL
 HB1221
 HB1221  NGVD 29 (??/??/??)  104.181  (m)          341.80   (f) ADJUSTED    1 1
 HB1221
 HB1221.Superseded values are not recommended for survey control.
 HB1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1221.See file dsdata.txt to determine how the superseded data were derived.
 HB1221
 HB1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG831123(NAD 83)
 HB1221_MARKER: DB = BENCH MARK DISK
 HB1221_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HB1221+WITH SETTING: INTO GROUND
 HB1221_SP_SET: METAL ROD WITH BASE PLATE
 HB1221_STAMPING: C 275 1976
 HB1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1221+STABILITY: SURFACE MOTION
 HB1221
 HB1221  HISTORY     - Date     Condition        Report By
 HB1221  HISTORY     - 1976     MONUMENTED       NGS
 HB1221
 HB1221                          STATION DESCRIPTION
 HB1221
 HB1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1221'1.8 MI SOUTH FROM COMMERCE.
 HB1221'1.8 MILES SOUTH ALONG THE LEVEE ROAD FROM THE BEGINNING OF THE LEVEE
 HB1221'AT COMMERCE, 54.2 FEET EAST OF A FENCE PARALLEL TO THE LEVEE,
 HB1221'23 FEET WEST OF THE CENTER OF THE LEVEE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1216 ***********************************************************************
 GD1216  DESIGNATION -  C 276
 GD1216  PID         -  GD1216
 GD1216  STATE/COUNTY-  MO/NEW MADRID
 GD1216  USGS QUAD   -  HENDERSON MOUND (1969)
 GD1216
 GD1216                         *CURRENT SURVEY CONTROL
 GD1216  ___________________________________________________________________
 GD1216* NAD 83(1986)-  36 37 47.     (N)    089 26 22.     (W)     SCALED    
 GD1216* NAVD 88     -        89.263  (meters)     292.86   (feet)  ADJUSTED  
 GD1216  ___________________________________________________________________
 GD1216  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD1216  DYNAMIC HT  -          89.193 (meters)     292.63  (feet)  COMP
 GD1216  MODELED GRAV-     979,848.1   (mgal)                       NAVD 88
 GD1216
 GD1216  VERT ORDER  -  FIRST     CLASS I
 GD1216
 GD1216.The horizontal coordinates were scaled from a topographic map and have
 GD1216.an estimated accuracy of +/- 6 seconds.
 GD1216
 GD1216.The orthometric height was determined by differential leveling
 GD1216.and adjusted by the National Geodetic Survey in June 1991..
 GD1216
 GD1216.The geoid height was determined by GEOID03.
 GD1216
 GD1216.The dynamic height is computed by dividing the NAVD 88
 GD1216.geopotential number by the normal gravity value computed on the
 GD1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1216.degrees latitude (g = 980.6199 gals.).
 GD1216
 GD1216.The modeled gravity was interpolated from observed gravity values.
 GD1216
 GD1216;                    North         East    Units  Estimated Accuracy
 GD1216;SPC MO E     -    88,890.      344,850.      MT  (+/- 180 meters Scaled)
 GD1216
 GD1216                          SUPERSEDED SURVEY CONTROL
 GD1216
 GD1216  NGVD 29 (??/??/??)   89.144  (m)          292.47   (f) ADJUSTED    1 1
 GD1216
 GD1216.Superseded values are not recommended for survey control.
 GD1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1216.See file dsdata.txt to determine how the superseded data were derived.
 GD1216
 GD1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF818565(NAD 83)
 GD1216_MARKER: DB = BENCH MARK DISK
 GD1216_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1216_SP_SET: COPPER-CLAD STEEL ROD
 GD1216_STAMPING: C 276 1976
 GD1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1216
 GD1216  HISTORY     - Date     Condition        Report By
 GD1216  HISTORY     - 1976     MONUMENTED       NGS
 GD1216
 GD1216                          STATION DESCRIPTION
 GD1216
 GD1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1216'5.7 MI NE FROM NEW MADRID.
 GD1216'5.7 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1216'THE JUNCTION OF VANDENVENDER AVENUE, 200 FEET NORTHEAST OF A
 GD1216'BRIDGE OVER A CREEK, 11.0 FEET WEST OF A DIRT ROAD THAT COMES
 GD1216'OFF THE LEVEE AT AN ANGLE, 2.5 FEET EAST OF A BARBED WIRE FENCE,
 GD1216'18.5 FEET WEST OF THE CENTERLINE OF A PAVED ROAD ON TOP OF THE LEVEE.
 GD1216'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 16
 GD1216'FEET ENCASED IN A PIPE PROJECTINE 1 INCH.  40 FEET BELOW THE TOP OF
 GD1216'THE LEVEE.  1 FOOT EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1068 ***********************************************************************
 GD1068  DESIGNATION -  C 277
 GD1068  PID         -  GD1068
 GD1068  STATE/COUNTY-  MO/PEMISCOT
 GD1068  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1068
 GD1068                         *CURRENT SURVEY CONTROL
 GD1068  ___________________________________________________________________
 GD1068* NAD 83(1986)-  36 10 14.     (N)    089 38 00.     (W)     SCALED    
 GD1068* NAVD 88     -        87.621  (meters)     287.47   (feet)  ADJUSTED  
 GD1068  ___________________________________________________________________
 GD1068  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GD1068  DYNAMIC HT  -          87.549 (meters)     287.23  (feet)  COMP
 GD1068  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 GD1068
 GD1068  VERT ORDER  -  FIRST     CLASS I
 GD1068
 GD1068.The horizontal coordinates were scaled from a topographic map and have
 GD1068.an estimated accuracy of +/- 6 seconds.
 GD1068
 GD1068.The orthometric height was determined by differential leveling
 GD1068.and adjusted by the National Geodetic Survey in June 1991..
 GD1068
 GD1068.The geoid height was determined by GEOID03.
 GD1068
 GD1068.The dynamic height is computed by dividing the NAVD 88
 GD1068.geopotential number by the normal gravity value computed on the
 GD1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1068.degrees latitude (g = 980.6199 gals.).
 GD1068
 GD1068.The modeled gravity was interpolated from observed gravity values.
 GD1068
 GD1068;                    North         East    Units  Estimated Accuracy
 GD1068;SPC MO E     -    37,760.      327,970.      MT  (+/- 180 meters Scaled)
 GD1068
 GD1068                          SUPERSEDED SURVEY CONTROL
 GD1068
 GD1068  NGVD 29 (??/??/??)   87.538  (m)          287.20   (f) ADJUSTED    1 1
 GD1068
 GD1068.Superseded values are not recommended for survey control.
 GD1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1068.See file dsdata.txt to determine how the superseded data were derived.
 GD1068
 GD1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF631060(NAD 83)
 GD1068_MARKER: DB = BENCH MARK DISK
 GD1068_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1068+WITH SETTING: INTO GROUND
 GD1068_SP_SET: METAL ROD WITH BASE PLATE
 GD1068_STAMPING: C 277 1976
 GD1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1068+STABILITY: SURFACE MOTION
 GD1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1068+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 GD1068
 GD1068  HISTORY     - Date     Condition        Report By
 GD1068  HISTORY     - 1976     MONUMENTED       NGS
 GD1068  HISTORY     - 20020711 GOOD             USACE
 GD1068
 GD1068                          STATION DESCRIPTION
 GD1068
 GD1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1068'2.7 MI SOUTH FROM CARUTHERSVILLE.
 GD1068'2.7 MILES SOUTH ALONG THE LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1068'OFFICE, 0.65 MILE SOUTHEAST OF A ROAD CROSSING THE LEVEE, 350 FEET
 GD1068'NORTHEAST OF A FENCE FOR A CATTLE PEN AT TOE OF LEVEE, 20 FEET
 GD1068'SOUTHWEST OF THE CENTER OF THE LEVEE, AND 2.4 FEET SOUTHEAST OF
 GD1068'MILEPOST 30/31.
 GD1068
 GD1068                          STATION RECOVERY (2002)
 GD1068
 GD1068'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1238 ***********************************************************************
 HB1238  DESIGNATION -  C 278
 HB1238  PID         -  HB1238
 HB1238  STATE/COUNTY-  MO/SCOTT
 HB1238  USGS QUAD   -  THEBES SW (1993)
 HB1238
 HB1238                         *CURRENT SURVEY CONTROL
 HB1238  ___________________________________________________________________
 HB1238* NAD 83(1986)-  37 02 16.     (N)    089 23 01.     (W)     SCALED    
 HB1238* NAVD 88     -       104.032  (meters)     341.31   (feet)  ADJUSTED  
 HB1238  ___________________________________________________________________
 HB1238  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HB1238  DYNAMIC HT  -         103.955 (meters)     341.06  (feet)  COMP
 HB1238  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 HB1238
 HB1238  VERT ORDER  -  FIRST     CLASS I
 HB1238
 HB1238.The horizontal coordinates were scaled from a topographic map and have
 HB1238.an estimated accuracy of +/- 6 seconds.
 HB1238
 HB1238.The orthometric height was determined by differential leveling
 HB1238.and adjusted by the National Geodetic Survey in June 1991..
 HB1238
 HB1238.The geoid height was determined by GEOID03.
 HB1238
 HB1238.The dynamic height is computed by dividing the NAVD 88
 HB1238.geopotential number by the normal gravity value computed on the
 HB1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1238.degrees latitude (g = 980.6199 gals.).
 HB1238
 HB1238.The modeled gravity was interpolated from observed gravity values.
 HB1238
 HB1238;                    North         East    Units  Estimated Accuracy
 HB1238;SPC MO E     -   134,230.      349,320.      MT  (+/- 180 meters Scaled)
 HB1238
 HB1238                          SUPERSEDED SURVEY CONTROL
 HB1238
 HB1238  NGVD 29 (??/??/??)  103.913  (m)          340.92   (f) ADJUSTED    1 1
 HB1238
 HB1238.Superseded values are not recommended for survey control.
 HB1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1238.See file dsdata.txt to determine how the superseded data were derived.
 HB1238
 HB1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG880017(NAD 83)
 HB1238_MARKER: DB = BENCH MARK DISK
 HB1238_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HB1238+WITH SETTING: INTO GROUND
 HB1238_SP_SET: METAL ROD WITH BASE PLATE
 HB1238_STAMPING: C 278 1976
 HB1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1238+STABILITY: SURFACE MOTION
 HB1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1238+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002
 HB1238
 HB1238  HISTORY     - Date     Condition        Report By
 HB1238  HISTORY     - 1976     MONUMENTED       NGS
 HB1238  HISTORY     - 20020518 GOOD             USACE
 HB1238
 HB1238                          STATION DESCRIPTION
 HB1238
 HB1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1238'17.3 MI NORTH FROM BIRDS POINT.
 HB1238'17.25 MILES NORTH ALONG TOP OF LEVEE FROM WHERE FRONT LINE AND
 HB1238'BACKSET LEVEE INTERSECT AT BIRDS POINT, 14 FEET SOUTHWEST OF CENTER
 HB1238'OF TOP OF LEVEE, 93.5 FEET NORTHEAST OF A FENCE AT THE TOE OF THE
 HB1238'LEVEE, 10.6 FEET NORTHEAST OF MILEPOST 15 OVER 16
 HB1238
 HB1238                          STATION RECOVERY (2002)
 HB1238
 HB1238'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1019 ***********************************************************************
 GD1019  DESIGNATION -  C 279
 GD1019  PID         -  GD1019
 GD1019  STATE/COUNTY-  MO/PEMISCOT
 GD1019  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1019
 GD1019                         *CURRENT SURVEY CONTROL
 GD1019  ___________________________________________________________________
 GD1019* NAD 83(1986)-  36 06 51.     (N)    089 39 26.     (W)     SCALED    
 GD1019* NAVD 88     -        85.642  (meters)     280.98   (feet)  ADJUSTED  
 GD1019  ___________________________________________________________________
 GD1019  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD1019  DYNAMIC HT  -          85.570 (meters)     280.74  (feet)  COMP
 GD1019  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GD1019
 GD1019  VERT ORDER  -  FIRST     CLASS I
 GD1019
 GD1019.The horizontal coordinates were scaled from a topographic map and have
 GD1019.an estimated accuracy of +/- 6 seconds.
 GD1019
 GD1019.The orthometric height was determined by differential leveling
 GD1019.and adjusted by the National Geodetic Survey in June 1991..
 GD1019
 GD1019.The geoid height was determined by GEOID03.
 GD1019
 GD1019.The dynamic height is computed by dividing the NAVD 88
 GD1019.geopotential number by the normal gravity value computed on the
 GD1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1019.degrees latitude (g = 980.6199 gals.).
 GD1019
 GD1019.The modeled gravity was interpolated from observed gravity values.
 GD1019
 GD1019;                    North         East    Units  Estimated Accuracy
 GD1019;SPC MO E     -    31,490.      325,870.      MT  (+/- 180 meters Scaled)
 GD1019
 GD1019                          SUPERSEDED SURVEY CONTROL
 GD1019
 GD1019  NGVD 29 (??/??/??)   85.561  (m)          280.71   (f) ADJUSTED    1 1
 GD1019
 GD1019.Superseded values are not recommended for survey control.
 GD1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1019.See file dsdata.txt to determine how the superseded data were derived.
 GD1019
 GD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE608998(NAD 83)
 GD1019_MARKER: DB = BENCH MARK DISK
 GD1019_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1019+WITH SETTING: INTO GROUND
 GD1019_SP_SET: METAL ROD WITH BASE PLATE
 GD1019_STAMPING: C 279 1976
 GD1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1019+STABILITY: SURFACE MOTION
 GD1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1019+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD1019
 GD1019  HISTORY     - Date     Condition        Report By
 GD1019  HISTORY     - 1976     MONUMENTED       NGS
 GD1019  HISTORY     - 20020730 GOOD             USACE
 GD1019
 GD1019                          STATION DESCRIPTION
 GD1019
 GD1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1019'8.3 MI SOUTH FROM CARUTHERSVILLE.
 GD1019'8.25 MILES SOUTH ALONG THE LEVEE FROM THE ST FRANCIS LEVEE DISTRICT
 GD1019'OFFICE, 6.1 FEET SOUTHWEST OF MILEPOST 36/37, 20 FEET NORTHWEST OF
 GD1019'THE CENTER OF LEVEE, AND 92 FEET SOUTHEAST OF A FENCE AT TOE OF LEVEE.
 GD1019
 GD1019                          STATION RECOVERY (2002)
 GD1019
 GD1019'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1101 ***********************************************************************
 GD1101  DESIGNATION -  C 279 A
 GD1101  PID         -  GD1101
 GD1101  STATE/COUNTY-  MO/NEW MADRID
 GD1101  USGS QUAD   -  POINT PLEASANT (1982)
 GD1101
 GD1101                         *CURRENT SURVEY CONTROL
 GD1101  ___________________________________________________________________
 GD1101* NAD 83(1986)-  36 23 39.     (N)    089 32 32.     (W)     SCALED    
 GD1101* NAVD 88     -        91.599  (meters)     300.52   (feet)  ADJUSTED  
 GD1101  ___________________________________________________________________
 GD1101  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GD1101  DYNAMIC HT  -          91.525 (meters)     300.28  (feet)  COMP
 GD1101  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 GD1101
 GD1101  VERT ORDER  -  FIRST     CLASS I
 GD1101
 GD1101.The horizontal coordinates were scaled from a topographic map and have
 GD1101.an estimated accuracy of +/- 6 seconds.
 GD1101
 GD1101.The orthometric height was determined by differential leveling
 GD1101.and adjusted by the National Geodetic Survey in June 1991..
 GD1101
 GD1101.The geoid height was determined by GEOID03.
 GD1101
 GD1101.The dynamic height is computed by dividing the NAVD 88
 GD1101.geopotential number by the normal gravity value computed on the
 GD1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1101.degrees latitude (g = 980.6199 gals.).
 GD1101
 GD1101.The modeled gravity was interpolated from observed gravity values.
 GD1101
 GD1101;                    North         East    Units  Estimated Accuracy
 GD1101;SPC MO E     -    62,650.      335,920.      MT  (+/- 180 meters Scaled)
 GD1101
 GD1101                          SUPERSEDED SURVEY CONTROL
 GD1101
 GD1101  NGVD 29 (??/??/??)   91.495  (m)          300.18   (f) ADJUSTED    1 1
 GD1101
 GD1101.Superseded values are not recommended for survey control.
 GD1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1101.See file dsdata.txt to determine how the superseded data were derived.
 GD1101
 GD1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF719306(NAD 83)
 GD1101_MARKER: DB = BENCH MARK DISK
 GD1101_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1101_SP_SET: COPPER-CLAD STEEL ROD
 GD1101_STAMPING: C 279 A 1976
 GD1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1101
 GD1101  HISTORY     - Date     Condition        Report By
 GD1101  HISTORY     - 1976     MONUMENTED       NGS
 GD1101  HISTORY     - 20020716 POOR             USACE
 GD1101
 GD1101                          STATION DESCRIPTION
 GD1101
 GD1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1101'22.1 MI NORTH FROM CARUTHERSVILLE.
 GD1101'22.1 MILES NORTH ALONG THE LEVEE FROM THE ST. FRANCES LEVEE
 GD1101'DISTRICT OFFICE, 16.7 MILES SOUTH OF THE JUNCTION OF STATE HIGH-
 GD1101'WAY WW AT NEW MADRID, 0.1 MILE SOUTH OF STATE HIGHWAY 162, 125
 GD1101'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 13.3 FEET EAST OF THE
 GD1101'CENTER OF A GRAVEL ROAD ON TOP OF LEVEE, AND 4.9 FEET EAST OF
 GD1101'MILEPOST 6/7.
 GD1101
 GD1101                          STATION RECOVERY (2002)
 GD1101
 GD1101'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1101'THE STATION WAS FOUND WITH STEM IN PVC PIPE AND CAP MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0066 ***********************************************************************
 GE0066  DESIGNATION -  C 28
 GE0066  PID         -  GE0066
 GE0066  STATE/COUNTY-  MO/DUNKLIN
 GE0066  USGS QUAD   -  CAMPBELL (1984)
 GE0066
 GE0066                         *CURRENT SURVEY CONTROL
 GE0066  ___________________________________________________________________
 GE0066* NAD 83(1986)-  36 29 09.     (N)    090 05 05.     (W)     SCALED    
 GE0066* NAVD 88     -        93.688  (meters)     307.37   (feet)  ADJUSTED  
 GE0066  ___________________________________________________________________
 GE0066  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0066  DYNAMIC HT  -          93.612 (meters)     307.13  (feet)  COMP
 GE0066  MODELED GRAV-     979,819.9   (mgal)                       NAVD 88
 GE0066
 GE0066  VERT ORDER  -  SECOND    CLASS 0
 GE0066
 GE0066.The horizontal coordinates were scaled from a topographic map and have
 GE0066.an estimated accuracy of +/- 6 seconds.
 GE0066
 GE0066.The orthometric height was determined by differential leveling
 GE0066.and adjusted by the National Geodetic Survey in June 1991..
 GE0066
 GE0066.The geoid height was determined by GEOID03.
 GE0066
 GE0066.The dynamic height is computed by dividing the NAVD 88
 GE0066.geopotential number by the normal gravity value computed on the
 GE0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0066.degrees latitude (g = 980.6199 gals.).
 GE0066
 GE0066.The modeled gravity was interpolated from observed gravity values.
 GE0066
 GE0066;                    North         East    Units  Estimated Accuracy
 GE0066;SPC MO E     -    72,480.      287,210.      MT  (+/- 180 meters Scaled)
 GE0066
 GE0066                          SUPERSEDED SURVEY CONTROL
 GE0066
 GE0066  NGVD 29 (??/??/92)   93.684  (m)          307.36   (f) ADJ UNCH    2 0
 GE0066
 GE0066.Superseded values are not recommended for survey control.
 GE0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0066.See file dsdata.txt to determine how the superseded data were derived.
 GE0066
 GE0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA611417(NAD 83)
 GE0066_MARKER: DB = BENCH MARK DISK
 GE0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0066_STAMPING: C 28 1933
 GE0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0066+STABILITY: SURFACE MOTION
 GE0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0066+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 GE0066
 GE0066  HISTORY     - Date     Condition        Report By
 GE0066  HISTORY     - 1933     MONUMENTED       CGS
 GE0066  HISTORY     - 20020503 GOOD             USACE
 GE0066
 GE0066                          STATION DESCRIPTION
 GE0066
 GE0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GE0066'0.5 MI SW FROM CAMPBELL.
 GE0066'0.5 MILE SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 GE0066'CAMPBELL, DUNKLIN COUNTY, 8 FEET EAST OF POLE 66/02, 135.5
 GE0066'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 60, AT A ROAD
 GE0066'CROSSING, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 GE0066'24 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK SET
 GE0066'IN THE TOP OF A CONCRETE POST.
 GE0066
 GE0066                          STATION RECOVERY (2002)
 GE0066
 GE0066'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GE0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2317 ***********************************************************************
 JD2317  DESIGNATION -  C 280
 JD2317  PID         -  JD2317
 JD2317  STATE/COUNTY-  MO/JOHNSON
 JD2317  USGS QUAD   -  CENTERVIEW (1954)
 JD2317
 JD2317                         *CURRENT SURVEY CONTROL
 JD2317  ___________________________________________________________________
 JD2317* NAD 83(1986)-  38 43 14.     (N)    093 51 38.     (W)     SCALED    
 JD2317* NAVD 88     -       262.695  (meters)     861.86   (feet)  ADJUSTED  
 JD2317  ___________________________________________________________________
 JD2317  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2317  DYNAMIC HT  -         262.516 (meters)     861.27  (feet)  COMP
 JD2317  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 JD2317
 JD2317  VERT ORDER  -  SECOND    CLASS 0
 JD2317
 JD2317.The horizontal coordinates were scaled from a topographic map and have
 JD2317.an estimated accuracy of +/- 6 seconds.
 JD2317
 JD2317.The orthometric height was determined by differential leveling
 JD2317.and adjusted by the National Geodetic Survey in June 1991..
 JD2317
 JD2317.The geoid height was determined by GEOID03.
 JD2317
 JD2317.The dynamic height is computed by dividing the NAVD 88
 JD2317.geopotential number by the normal gravity value computed on the
 JD2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2317.degrees latitude (g = 980.6199 gals.).
 JD2317
 JD2317.The modeled gravity was interpolated from observed gravity values.
 JD2317
 JD2317;                    North         East    Units  Estimated Accuracy
 JD2317;SPC MO W     -   283,620.      905,610.      MT  (+/- 180 meters Scaled)
 JD2317
 JD2317                          SUPERSEDED SURVEY CONTROL
 JD2317
 JD2317  NGVD 29 (??/??/92)  262.595  (m)          861.53   (f) ADJ UNCH    2 0
 JD2317
 JD2317.Superseded values are not recommended for survey control.
 JD2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2317.See file dsdata.txt to determine how the superseded data were derived.
 JD2317
 JD2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC251861(NAD 83)
 JD2317_MARKER: DB = BENCH MARK DISK
 JD2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2317_STAMPING: C 280 1963
 JD2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2317+STABILITY: SURFACE MOTION
 JD2317
 JD2317  HISTORY     - Date     Condition        Report By
 JD2317  HISTORY     - 1963     MONUMENTED       CGS
 JD2317  HISTORY     - 20060707 POOR             INDIV
 JD2317
 JD2317                          STATION DESCRIPTION
 JD2317
 JD2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2317'2.6 MI SW FROM CENTERVIEW.
 JD2317'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD2317'RAILROAD CROSSING AT CENTERVIEW, THENCE 0.2 MILE SOUTH ACROSS A
 JD2317'FIELD, THENCE 1.6 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, IN
 JD2317'S 1, R 27 W, T 45 N, 31 FEET NORTHEAST OF THE CENTER OF THE
 JD2317'INTERSECTION OF AN EAST-WEST ROAD, 23 FEET EAST OF THE CENTERLINE
 JD2317'OF THE NORTH-SOUTH ROAD, 21 FEET NORTH OF THE CENTERLINE OF THE
 JD2317'EAST-WEST ROAD, 20 FEET SOUTH OF A TELEPHONE POLE, 3 FEET NORTHWEST
 JD2317'OF A FENCE CORNER, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JD2317'2 FEET ABOVE THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP
 JD2317'OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD2317
 JD2317                          STATION RECOVERY (2006)
 JD2317
 JD2317'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2317'CONCRETE POST HAS BEEN HIT SEVERAL TIMES BY ROAD EQUIPMENT.  DISC IS
 JD2317'SCRAPED BADLY. THE TELEPHONE POLE HAS BEEN REMOVED.
 JD2317' 
 JD2317'THE FENCE CORNER IS NOW ABOUT 10 FEET EAST OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0520 ***********************************************************************
 JD0520  DESIGNATION -  C 281
 JD0520  PID         -  JD0520
 JD0520  STATE/COUNTY-  MO/COOPER
 JD0520  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0520
 JD0520                         *CURRENT SURVEY CONTROL
 JD0520  ___________________________________________________________________
 JD0520* NAD 83(1986)-  38 57 37.     (N)    092 46 03.     (W)     SCALED    
 JD0520* NAVD 88     -       215.626  (meters)     707.43   (feet)  ADJUSTED  
 JD0520  ___________________________________________________________________
 JD0520  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD0520  DYNAMIC HT  -         215.488 (meters)     706.98  (feet)  COMP
 JD0520  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 JD0520
 JD0520  VERT ORDER  -  SECOND    CLASS 0
 JD0520
 JD0520.The horizontal coordinates were scaled from a topographic map and have
 JD0520.an estimated accuracy of +/- 6 seconds.
 JD0520
 JD0520.The orthometric height was determined by differential leveling
 JD0520.and adjusted by the National Geodetic Survey in June 1991..
 JD0520
 JD0520.The geoid height was determined by GEOID03.
 JD0520
 JD0520.The dynamic height is computed by dividing the NAVD 88
 JD0520.geopotential number by the normal gravity value computed on the
 JD0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0520.degrees latitude (g = 980.6199 gals.).
 JD0520
 JD0520.The modeled gravity was interpolated from observed gravity values.
 JD0520
 JD0520;                    North         East    Units  Estimated Accuracy
 JD0520;SPC MO C     -   347,060.      476,820.      MT  (+/- 180 meters Scaled)
 JD0520
 JD0520                          SUPERSEDED SURVEY CONTROL
 JD0520
 JD0520  NGVD 29 (??/??/92)  215.581  (m)          707.29   (f) ADJ UNCH    2 0
 JD0520
 JD0520.Superseded values are not recommended for survey control.
 JD0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0520.See file dsdata.txt to determine how the superseded data were derived.
 JD0520
 JD0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD201123(NAD 83)
 JD0520_MARKER: DB = BENCH MARK DISK
 JD0520_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JD0520+WITH SETTING: INTO GROUND
 JD0520_STAMPING: C 281 1962
 JD0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0520+STABILITY: SURFACE MOTION
 JD0520
 JD0520  HISTORY     - Date     Condition        Report By
 JD0520  HISTORY     - 1962     MONUMENTED       CGS
 JD0520
 JD0520                          STATION DESCRIPTION
 JD0520
 JD0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0520'1.7 MI SW FROM BOONVILLE.
 JD0520'ABOUT 1.7 MILES SOUTH ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 JD0520'FROM THE STATION AT BOONVILLE, 4 POLES SOUTHWEST OF MILEPOLE
 JD0520'193, AT A POINT WHERE A GAS LINE CROSSES UNDER THE TRACK, 24
 JD0520'FEET NORTHWEST OF THE NORTHWEST RAIL, 9 FEET SOUTHEAST OF A FENCE,
 JD0520'3 FEET NORTHEAST OF A TEELEGRAPH POLE, 1.5 FEET SOUTHWEST OF A
 JD0520'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 JD0520'A DISK BRAZED TO THE TOP OF AN IRON PIPE PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0736 ***********************************************************************
 JD0736  DESIGNATION -  C 282
 JD0736  PID         -  JD0736
 JD0736  STATE/COUNTY-  MO/SALINE
 JD0736  USGS QUAD   -  LONGWOOD (1979)
 JD0736
 JD0736                         *CURRENT SURVEY CONTROL
 JD0736  ___________________________________________________________________
 JD0736* NAD 83(1986)-  38 58 11.     (N)    093 14 34.     (W)     SCALED    
 JD0736* NAVD 88     -       198.407  (meters)     650.94   (feet)  ADJUSTED  
 JD0736  ___________________________________________________________________
 JD0736  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0736  DYNAMIC HT  -         198.282 (meters)     650.53  (feet)  COMP
 JD0736  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 JD0736
 JD0736  VERT ORDER  -  SECOND    CLASS 0
 JD0736
 JD0736.The horizontal coordinates were scaled from a topographic map and have
 JD0736.an estimated accuracy of +/- 6 seconds.
 JD0736
 JD0736.The orthometric height was determined by differential leveling
 JD0736.and adjusted by the National Geodetic Survey in June 1991..
 JD0736
 JD0736.The geoid height was determined by GEOID03.
 JD0736
 JD0736.The dynamic height is computed by dividing the NAVD 88
 JD0736.geopotential number by the normal gravity value computed on the
 JD0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0736.degrees latitude (g = 980.6199 gals.).
 JD0736
 JD0736.The modeled gravity was interpolated from observed gravity values.
 JD0736
 JD0736;                    North         East    Units  Estimated Accuracy
 JD0736;SPC MO C     -   348,330.      435,630.      MT  (+/- 180 meters Scaled)
 JD0736
 JD0736                          SUPERSEDED SURVEY CONTROL
 JD0736
 JD0736  NGVD 29 (??/??/92)  198.324  (m)          650.67   (f) ADJ UNCH    2 0
 JD0736
 JD0736.Superseded values are not recommended for survey control.
 JD0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0736.See file dsdata.txt to determine how the superseded data were derived.
 JD0736
 JD0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD789134(NAD 83)
 JD0736_MARKER: DB = BENCH MARK DISK
 JD0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0736_STAMPING: C 282 1962
 JD0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0736+STABILITY: SURFACE MOTION
 JD0736
 JD0736  HISTORY     - Date     Condition        Report By
 JD0736  HISTORY     - 1962     MONUMENTED       CGS
 JD0736
 JD0736                          STATION DESCRIPTION
 JD0736
 JD0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0736'10.7 MI E FROM SWEET SPRINGS.
 JD0736'ABOUT 0.8 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0736'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 9.9 MILES EAST
 JD0736'ALONG INTERSTATE 70, NEAR THE ENTRANCE INTO AN ABANDONED FARM,
 JD0736'NEAR A POWER LINE CROSSING, 173.5 FEET NORTH OF THE CENTERLINE
 JD0736'OF THE WEST BOUND TRAFFIC LANE, 70.5 FEET SOUTHWEST OF A POWER
 JD0736'POLE, 29 FEET EAST OF THE CENTERLINE OF THE ROAD INTO THE
 JD0736'FARM, 3 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS
 JD0736'POST, ABOUT 5 FEET ABOVE THE ROAD, AND SET IN THE TOP OF A
 JD0736'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0675 ***********************************************************************
 KD0675  DESIGNATION -  C 283
 KD0675  PID         -  KD0675
 KD0675  STATE/COUNTY-  MO/LAFAYETTE
 KD0675  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0675
 KD0675                         *CURRENT SURVEY CONTROL
 KD0675  ___________________________________________________________________
 KD0675* NAD 83(1986)-  39 00 37.     (N)    093 40 14.     (W)     SCALED    
 KD0675* NAVD 88     -       231.647  (meters)     760.00   (feet)  ADJUSTED  
 KD0675  ___________________________________________________________________
 KD0675  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KD0675  DYNAMIC HT  -         231.497 (meters)     759.50  (feet)  COMP
 KD0675  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 KD0675
 KD0675  VERT ORDER  -  SECOND    CLASS 0
 KD0675
 KD0675.The horizontal coordinates were scaled from a topographic map and have
 KD0675.an estimated accuracy of +/- 6 seconds.
 KD0675
 KD0675.The orthometric height was determined by differential leveling
 KD0675.and adjusted by the National Geodetic Survey in June 1991..
 KD0675
 KD0675.The geoid height was determined by GEOID03.
 KD0675
 KD0675.The dynamic height is computed by dividing the NAVD 88
 KD0675.geopotential number by the normal gravity value computed on the
 KD0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0675.degrees latitude (g = 980.6199 gals.).
 KD0675
 KD0675.The modeled gravity was interpolated from observed gravity values.
 KD0675
 KD0675;                    North         East    Units  Estimated Accuracy
 KD0675;SPC MO W     -   315,920.      921,840.      MT  (+/- 180 meters Scaled)
 KD0675
 KD0675                          SUPERSEDED SURVEY CONTROL
 KD0675
 KD0675  NGVD 29 (??/??/92)  231.559  (m)          759.71   (f) ADJ UNCH    2 0
 KD0675
 KD0675.Superseded values are not recommended for survey control.
 KD0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0675.See file dsdata.txt to determine how the superseded data were derived.
 KD0675
 KD0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD419181(NAD 83)
 KD0675_MARKER: DB = BENCH MARK DISK
 KD0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0675_STAMPING: C 283 1962
 KD0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0675+STABILITY: SURFACE MOTION
 KD0675
 KD0675  HISTORY     - Date     Condition        Report By
 KD0675  HISTORY     - 1962     MONUMENTED       CGS
 KD0675
 KD0675                          STATION DESCRIPTION
 KD0675
 KD0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0675'6.4 MI NW FROM CONCORDIA.
 KD0675'6.45 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0675'STATION AT CONCORDIA, AT A ROAD CROSSING, 143 FEET NORTH-NORTHWEST
 KD0675'OF THE CENTERLINE OF THE ROAD, 39 FEET EAST-NORTHEAST OF THE
 KD0675'EAST-NORTHEAST RAIL, 3 FEET NORTH-NORTHWEST OF A TELEPHONE POLE,
 KD0675'2 FEET SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 KD0675'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0680 ***********************************************************************
 KD0680  DESIGNATION -  C 284
 KD0680  PID         -  KD0680
 KD0680  STATE/COUNTY-  MO/LAFAYETTE
 KD0680  USGS QUAD   -  ALMA (1978)
 KD0680
 KD0680                         *CURRENT SURVEY CONTROL
 KD0680  ___________________________________________________________________
 KD0680* NAD 83(1986)-  39 01 25.     (N)    093 32 26.     (W)     SCALED    
 KD0680* NAVD 88     -       207.594  (meters)     681.08   (feet)  ADJUSTED  
 KD0680  ___________________________________________________________________
 KD0680  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KD0680  DYNAMIC HT  -         207.461 (meters)     680.64  (feet)  COMP
 KD0680  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 KD0680
 KD0680  VERT ORDER  -  SECOND    CLASS 0
 KD0680
 KD0680.The horizontal coordinates were scaled from a topographic map and have
 KD0680.an estimated accuracy of +/- 6 seconds.
 KD0680
 KD0680.The orthometric height was determined by differential leveling
 KD0680.and adjusted by the National Geodetic Survey in June 1991..
 KD0680
 KD0680.The geoid height was determined by GEOID03.
 KD0680
 KD0680.The dynamic height is computed by dividing the NAVD 88
 KD0680.geopotential number by the normal gravity value computed on the
 KD0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0680.degrees latitude (g = 980.6199 gals.).
 KD0680
 KD0680.The modeled gravity was interpolated from observed gravity values.
 KD0680
 KD0680;                    North         East    Units  Estimated Accuracy
 KD0680;SPC MO W     -   317,510.      933,080.      MT  (+/- 180 meters Scaled)
 KD0680
 KD0680                          SUPERSEDED SURVEY CONTROL
 KD0680
 KD0680  NGVD 29 (??/??/92)  207.505  (m)          680.79   (f) ADJ UNCH    2 0
 KD0680
 KD0680.Superseded values are not recommended for survey control.
 KD0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0680.See file dsdata.txt to determine how the superseded data were derived.
 KD0680
 KD0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD532195(NAD 83)
 KD0680_MARKER: DB = BENCH MARK DISK
 KD0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0680_SP_SET: CULVERT
 KD0680_STAMPING: C 284 1962
 KD0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0680
 KD0680  HISTORY     - Date     Condition        Report By
 KD0680  HISTORY     - 1962     MONUMENTED       CGS
 KD0680
 KD0680                          STATION DESCRIPTION
 KD0680
 KD0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0680'4.2 MI N FROM CONCORDIA.
 KD0680'0.55 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 KD0680'AT CONCORDIA, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, THENCE 0.25
 KD0680'MILE EAST ALONG OLD U.S. HIGHWAY 40, THENCE 1.0 MILE NORTH ALONG
 KD0680'A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 KD0680'THENCE 1.45 MILES NORTH ALONG A GRAVELED ROAD, 9 FEET WEST OF THE
 KD0680'CENTERLINE OF THE ROAD, SET IN THE SOUTH END OF THE WEST CONCRETE
 KD0680'HEADWALL OF A 7 X 4 FOOT CONCRETE CULVERT, 1.0 FOOT NORTH OF THE
 KD0680'SOUTH END OF A HEADWALL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 KD0680'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0459 ***********************************************************************
 KD0459  DESIGNATION -  C 285
 KD0459  PID         -  KD0459
 KD0459  STATE/COUNTY-  MO/SALINE
 KD0459  USGS QUAD   -  BLACKBURN (1978)
 KD0459
 KD0459                         *CURRENT SURVEY CONTROL
 KD0459  ___________________________________________________________________
 KD0459* NAD 83(1986)-  39 01 54.     (N)    093 24 58.     (W)     SCALED    
 KD0459* NAVD 88     -       231.896  (meters)     760.81   (feet)  ADJUSTED  
 KD0459  ___________________________________________________________________
 KD0459  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0459  DYNAMIC HT  -         231.749 (meters)     760.33  (feet)  COMP
 KD0459  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 KD0459
 KD0459  VERT ORDER  -  FIRST     CLASS II
 KD0459
 KD0459.The horizontal coordinates were scaled from a topographic map and have
 KD0459.an estimated accuracy of +/- 6 seconds.
 KD0459
 KD0459.The orthometric height was determined by differential leveling
 KD0459.and adjusted by the National Geodetic Survey in June 1991..
 KD0459
 KD0459.The geoid height was determined by GEOID03.
 KD0459
 KD0459.The dynamic height is computed by dividing the NAVD 88
 KD0459.geopotential number by the normal gravity value computed on the
 KD0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0459.degrees latitude (g = 980.6199 gals.).
 KD0459
 KD0459.The modeled gravity was interpolated from observed gravity values.
 KD0459
 KD0459;                    North         East    Units  Estimated Accuracy
 KD0459;SPC MO C     -   355,350.      420,680.      MT  (+/- 180 meters Scaled)
 KD0459
 KD0459                          SUPERSEDED SURVEY CONTROL
 KD0459
 KD0459  NGVD 29 (??/??/92)  231.812  (m)          760.54   (f) ADJ UNCH    1 2
 KD0459
 KD0459.Superseded values are not recommended for survey control.
 KD0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0459.See file dsdata.txt to determine how the superseded data were derived.
 KD0459
 KD0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD639203(NAD 83)
 KD0459_MARKER: DB = BENCH MARK DISK
 KD0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0459_STAMPING: C 285 1962
 KD0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0459+STABILITY: SURFACE MOTION
 KD0459
 KD0459  HISTORY     - Date     Condition        Report By
 KD0459  HISTORY     - 1962     MONUMENTED       CGS
 KD0459
 KD0459                          STATION DESCRIPTION
 KD0459
 KD0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0459'4.9 MI N FROM SWEET SPRINGS.
 KD0459'ABOUT 4.9 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0459'SCHOOL AT SWEET SPRINGS, AT THE CREST OF A SMALL HILL ACROSS
 KD0459'THE HIGHWAY FROM A TWO STORY FARM HOUSE, 69 FEET NORTH OF THE
 KD0459'NORTH END OF A GATE, 29 FEET EAST OF THE CENTERLINE OF THE
 KD0459'HIGHWAY, 2.0 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH
 KD0459'A ROW OF POLES, 1.5 FEET NORTH OF A STEEL WITNESS POST, ABOUT
 KD0459'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 KD0459'A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0824 ***********************************************************************
 KD0824  DESIGNATION -  C 286
 KD0824  PID         -  KD0824
 KD0824  STATE/COUNTY-  MO/LAFAYETTE
 KD0824  USGS QUAD   -  WAVERLY (1979)
 KD0824
 KD0824                         *CURRENT SURVEY CONTROL
 KD0824  ___________________________________________________________________
 KD0824* NAD 83(1986)-  39 09 17.     (N)    093 30 15.     (W)     SCALED    
 KD0824* NAVD 88     -       231.059  (meters)     758.07   (feet)  ADJUSTED  
 KD0824  ___________________________________________________________________
 KD0824  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0824  DYNAMIC HT  -         230.916 (meters)     757.60  (feet)  COMP
 KD0824  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 KD0824
 KD0824  VERT ORDER  -  SECOND    CLASS 0
 KD0824
 KD0824.The horizontal coordinates were scaled from a topographic map and have
 KD0824.an estimated accuracy of +/- 6 seconds.
 KD0824
 KD0824.The orthometric height was determined by differential leveling
 KD0824.and adjusted by the National Geodetic Survey in June 1991..
 KD0824
 KD0824.The geoid height was determined by GEOID03.
 KD0824
 KD0824.The dynamic height is computed by dividing the NAVD 88
 KD0824.geopotential number by the normal gravity value computed on the
 KD0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0824.degrees latitude (g = 980.6199 gals.).
 KD0824
 KD0824.The modeled gravity was interpolated from observed gravity values.
 KD0824
 KD0824;                    North         East    Units  Estimated Accuracy
 KD0824;SPC MO W     -   332,100.      936,070.      MT  (+/- 180 meters Scaled)
 KD0824
 KD0824                          SUPERSEDED SURVEY CONTROL
 KD0824
 KD0824  NGVD 29 (??/??/92)  230.953  (m)          757.72   (f) ADJ UNCH    2 0
 KD0824
 KD0824.Superseded values are not recommended for survey control.
 KD0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0824.See file dsdata.txt to determine how the superseded data were derived.
 KD0824
 KD0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD564340(NAD 83)
 KD0824_MARKER: DB = BENCH MARK DISK
 KD0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0824_STAMPING: C 286 1962
 KD0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0824+STABILITY: SURFACE MOTION
 KD0824
 KD0824  HISTORY     - Date     Condition        Report By
 KD0824  HISTORY     - 1962     MONUMENTED       CGS
 KD0824
 KD0824                          STATION DESCRIPTION
 KD0824
 KD0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0824'4.8 MI SE FROM WAVERLY.
 KD0824'0.4 MILE SOUTH ALONG WASHINGTON STREET FROM THE RAILROAD STATION
 KD0824'AT WAVERLY, THENCE 0.75 MILE SOUTHEAST ALONG U.S. HIGHWAY 24,
 KD0824'THENCE 3.35 MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.3 MILE
 KD0824'EAST ALONG A COUNTY ROAD, AT A T ROAD JUNCTION LEADING SOUTH, 47.6
 KD0824'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 40.8 FEET WEST
 KD0824'OF THE EXTENDED CENTERLINE OF THE ROAD LEADING SOUTH, 20.5 FEET
 KD0824'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 3.4 FEET SOUTHWEST
 KD0824'OF A TELEPHONE POLE NUMBERED R 159, 2.3 FEET NORTHEAST OF A
 KD0824'TELEPHONE POLE NUMBERED L 159, 1.5 FEET WEST OF A WITNESS POST,
 KD0824'ABOUT 1 1/2 FEET ABOVE THE EAST-WEST ROAD, AND SET IN THE TOP OF A
 KD0824'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0716 ***********************************************************************
 KD0716  DESIGNATION -  C 287
 KD0716  PID         -  KD0716
 KD0716  STATE/COUNTY-  MO/LAFAYETTE
 KD0716  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0716
 KD0716                         *CURRENT SURVEY CONTROL
 KD0716  ___________________________________________________________________
 KD0716* NAD 83(1986)-  39 06 30.     (N)    093 38 25.     (W)     SCALED    
 KD0716* NAVD 88     -       255.282  (meters)     837.54   (feet)  ADJUSTED  
 KD0716  ___________________________________________________________________
 KD0716  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0716  DYNAMIC HT  -         255.120 (meters)     837.01  (feet)  COMP
 KD0716  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 KD0716
 KD0716  VERT ORDER  -  SECOND    CLASS 0
 KD0716
 KD0716.The horizontal coordinates were scaled from a topographic map and have
 KD0716.an estimated accuracy of +/- 6 seconds.
 KD0716
 KD0716.The orthometric height was determined by differential leveling
 KD0716.and adjusted by the National Geodetic Survey in June 1991..
 KD0716
 KD0716.The geoid height was determined by GEOID03.
 KD0716
 KD0716.The dynamic height is computed by dividing the NAVD 88
 KD0716.geopotential number by the normal gravity value computed on the
 KD0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0716.degrees latitude (g = 980.6199 gals.).
 KD0716
 KD0716.The modeled gravity was interpolated from observed gravity values.
 KD0716
 KD0716;                    North         East    Units  Estimated Accuracy
 KD0716;SPC MO W     -   326,830.      924,360.      MT  (+/- 180 meters Scaled)
 KD0716
 KD0716                          SUPERSEDED SURVEY CONTROL
 KD0716
 KD0716  NGVD 29 (??/??/92)  255.185  (m)          837.22   (f) ADJ UNCH    2 0
 KD0716
 KD0716.Superseded values are not recommended for survey control.
 KD0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0716.See file dsdata.txt to determine how the superseded data were derived.
 KD0716
 KD0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD446289(NAD 83)
 KD0716_MARKER: DB = BENCH MARK DISK
 KD0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0716_STAMPING: C 287 1962
 KD0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0716+STABILITY: SURFACE MOTION
 KD0716
 KD0716  HISTORY     - Date     Condition        Report By
 KD0716  HISTORY     - 1962     MONUMENTED       CGS
 KD0716  HISTORY     - 20050712 MARK NOT FOUND   MODNR
 KD0716
 KD0716                          STATION DESCRIPTION
 KD0716
 KD0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0716'0.6 MI N FROM CORDER.
 KD0716'0.6 MILE NORTH ALONG COUNTY ROAD NO. V FROM THE CORDER BANK AT
 KD0716'CORDER, 64.5 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 KD0716'OF STATE HIGHWAY 20, 48.5 FEET NORTH OF THE CENTERLINE OF THE
 KD0716'HIGHWAY, 37.5 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD,
 KD0716'2.0 FEET SOUTH OF A POWER POLE BRACED BY TWO GUY WIRES, 1.4 FEET
 KD0716'WEST OF A WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 KD0716'COUNTY ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KD0716'0.5 FOOT.
 KD0716
 KD0716                          STATION RECOVERY (2005)
 KD0716
 KD0716'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0799 ***********************************************************************
 KD0799  DESIGNATION -  C 288
 KD0799  PID         -  KD0799
 KD0799  STATE/COUNTY-  MO/LAFAYETTE
 KD0799  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0799
 KD0799                         *CURRENT SURVEY CONTROL
 KD0799  ___________________________________________________________________
 KD0799* NAD 83(1986)-  39 07 52.     (N)    093 59 01.     (W)     SCALED    
 KD0799* NAVD 88     -       227.152  (meters)     745.25   (feet)  ADJUSTED  
 KD0799  ___________________________________________________________________
 KD0799  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0799  DYNAMIC HT  -         227.010 (meters)     744.78  (feet)  COMP
 KD0799  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 KD0799
 KD0799  VERT ORDER  -  SECOND    CLASS 0
 KD0799
 KD0799.The horizontal coordinates were scaled from a topographic map and have
 KD0799.an estimated accuracy of +/- 6 seconds.
 KD0799
 KD0799.The orthometric height was determined by differential leveling
 KD0799.and adjusted by the National Geodetic Survey in June 1991..
 KD0799
 KD0799.The geoid height was determined by GEOID03.
 KD0799
 KD0799.The dynamic height is computed by dividing the NAVD 88
 KD0799.geopotential number by the normal gravity value computed on the
 KD0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0799.degrees latitude (g = 980.6199 gals.).
 KD0799
 KD0799.The modeled gravity was interpolated from observed gravity values.
 KD0799
 KD0799;                    North         East    Units  Estimated Accuracy
 KD0799;SPC MO W     -   329,130.      894,650.      MT  (+/- 180 meters Scaled)
 KD0799
 KD0799                          SUPERSEDED SURVEY CONTROL
 KD0799
 KD0799  NGVD 29 (??/??/92)  227.049  (m)          744.91   (f) ADJ UNCH    2 0
 KD0799
 KD0799.Superseded values are not recommended for survey control.
 KD0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0799.See file dsdata.txt to determine how the superseded data were derived.
 KD0799
 KD0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD149317(NAD 83)
 KD0799_MARKER: DB = BENCH MARK DISK
 KD0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0799_SP_SET: WALL
 KD0799_STAMPING: C 288 1962
 KD0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0799+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 KD0799
 KD0799  HISTORY     - Date     Condition        Report By
 KD0799  HISTORY     - 1962     MONUMENTED       CGS
 KD0799  HISTORY     - 20051001 GOOD             GEOCAC
 KD0799
 KD0799                          STATION DESCRIPTION
 KD0799
 KD0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0799'AT WELLINGTON.
 KD0799'AT WELLINGTON, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH
 KD0799'BRICK WALL OF WELLINGTON HIGH SCHOOL, 3.2 FEET EAST OF THE
 KD0799'SOUTHWEST CORNER OF THE BUILDING, 2.0 FEET ABOVE THE GROUND, AND
 KD0799'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KD0799
 KD0799                          STATION RECOVERY (2005)
 KD0799
 KD0799'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD0799'AT WELLINGTON, SET VERTICALLY IN THE SOUTH FACE OF THE BRICK WALL AT
 KD0799'THE MAIN ENTERANCE OF THE WELLINGTON-NAPOLEON HIGH SCHOOL, 3.2 FEET
 KD0799'EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 2.0 FEET ABOVE THE
 KD0799'SIDEWALK.
 KD0799' 
 KD0799'HANDHELD GPS COORDINATES (NAD83) N39 07 48.0 W93 58 54.1.
 KD0799' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0533 ***********************************************************************
 JD0533  DESIGNATION -  C 289
 JD0533  PID         -  JD0533
 JD0533  STATE/COUNTY-  MO/COOPER
 JD0533  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0533
 JD0533                         *CURRENT SURVEY CONTROL
 JD0533  ___________________________________________________________________
 JD0533* NAD 83(1986)-  38 59 26.     (N)    092 56 51.     (W)     SCALED    
 JD0533* NAVD 88     -       221.989  (meters)     728.31   (feet)  ADJUSTED  
 JD0533  ___________________________________________________________________
 JD0533  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0533  DYNAMIC HT  -         221.849 (meters)     727.85  (feet)  COMP
 JD0533  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 JD0533
 JD0533  VERT ORDER  -  SECOND    CLASS 0
 JD0533
 JD0533.The horizontal coordinates were scaled from a topographic map and have
 JD0533.an estimated accuracy of +/- 6 seconds.
 JD0533
 JD0533.The orthometric height was determined by differential leveling
 JD0533.and adjusted by the National Geodetic Survey in June 1991..
 JD0533
 JD0533.The geoid height was determined by GEOID03.
 JD0533
 JD0533.The dynamic height is computed by dividing the NAVD 88
 JD0533.geopotential number by the normal gravity value computed on the
 JD0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0533.degrees latitude (g = 980.6199 gals.).
 JD0533
 JD0533.The modeled gravity was interpolated from observed gravity values.
 JD0533
 JD0533;                    North         East    Units  Estimated Accuracy
 JD0533;SPC MO C     -   350,480.      461,230.      MT  (+/- 180 meters Scaled)
 JD0533
 JD0533                          SUPERSEDED SURVEY CONTROL
 JD0533
 JD0533  NGVD 29 (??/??/92)  221.920  (m)          728.08   (f) ADJ UNCH    2 0
 JD0533
 JD0533.Superseded values are not recommended for survey control.
 JD0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0533.See file dsdata.txt to determine how the superseded data were derived.
 JD0533
 JD0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD045157(NAD 83)
 JD0533_MARKER: DB = BENCH MARK DISK
 JD0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0533_STAMPING: C 289 1962
 JD0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0533+STABILITY: SURFACE MOTION
 JD0533
 JD0533  HISTORY     - Date     Condition        Report By
 JD0533  HISTORY     - 1962     MONUMENTED       CGS
 JD0533
 JD0533                          STATION DESCRIPTION
 JD0533
 JD0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0533'5.6 MI NW FROM LAMINE.
 JD0533'ABOUT 5.6 MILES NORTHWEST ALONG STATE HIGHWAY 41 FROM THE
 JD0533'RAILROAD CROSSING AT LAMINE, AT THE T JUNCTION OF COUNTY ROAD K
 JD0533'LEADING WEST, 99 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 JD0533'88.7 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, 39 FEET WEST
 JD0533'OF THE CENTERLINE OF THE HIGHWAY, 6.6 FEET EAST OF A POWER POLE
 JD0533'WITH GUY WIRE, 1.0 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A
 JD0533'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 JD0533'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0338 ***********************************************************************
 HD0338  DESIGNATION -  C 29
 HD0338  PID         -  HD0338
 HD0338  STATE/COUNTY-  MO/LACLEDE
 HD0338  USGS QUAD   -  GROVESPRING (1985)
 HD0338
 HD0338                         *CURRENT SURVEY CONTROL
 HD0338  ___________________________________________________________________
 HD0338* NAD 83(1986)-  37 28 45.     (N)    092 35 24.     (W)     SCALED    
 HD0338* NAVD 88     -       406.221  (meters)    1332.74   (feet)  ADJUSTED  
 HD0338  ___________________________________________________________________
 HD0338  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HD0338  DYNAMIC HT  -         405.902 (meters)    1331.70  (feet)  COMP
 HD0338  MODELED GRAV-     979,832.7   (mgal)                       NAVD 88
 HD0338
 HD0338  VERT ORDER  -  SECOND    CLASS 0
 HD0338
 HD0338.The horizontal coordinates were scaled from a topographic map and have
 HD0338.an estimated accuracy of +/- 6 seconds.
 HD0338
 HD0338.The orthometric height was determined by differential leveling
 HD0338.and adjusted by the National Geodetic Survey in June 1991..
 HD0338
 HD0338.The geoid height was determined by GEOID03.
 HD0338
 HD0338.The dynamic height is computed by dividing the NAVD 88
 HD0338.geopotential number by the normal gravity value computed on the
 HD0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0338.degrees latitude (g = 980.6199 gals.).
 HD0338
 HD0338.The modeled gravity was interpolated from observed gravity values.
 HD0338
 HD0338;                    North         East    Units  Estimated Accuracy
 HD0338;SPC MO C     -   182,630.      492,040.      MT  (+/- 180 meters Scaled)
 HD0338
 HD0338                          SUPERSEDED SURVEY CONTROL
 HD0338
 HD0338  NGVD 29 (??/??/92)  406.095  (m)         1332.33   (f) ADJ UNCH    2 0
 HD0338
 HD0338.Superseded values are not recommended for survey control.
 HD0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0338.See file dsdata.txt to determine how the superseded data were derived.
 HD0338
 HD0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB362481(NAD 83)
 HD0338_MARKER: DB = BENCH MARK DISK
 HD0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0338_STAMPING: C 29 1934
 HD0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0338+STABILITY: SURFACE MOTION
 HD0338
 HD0338  HISTORY     - Date     Condition        Report By
 HD0338  HISTORY     - 1934     MONUMENTED       CGS
 HD0338  HISTORY     - 1977     GOOD             NGS
 HD0338  HISTORY     - 1977     GOOD             NGS
 HD0338  HISTORY     - 1988     GOOD             USPSQD
 HD0338
 HD0338                          STATION DESCRIPTION
 HD0338
 HD0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0338'16.2 MI S FROM LEBANON.
 HD0338'16.2 MILES SOUTH ALONG STATE HIGHWAY 5 FROM LEBANON, LACLEDE
 HD0338'COUNTY, 40 FEET NORTH OF THE WRIGHT LACLEDE COUNTY LINE, 40 FEET
 HD0338'EAST OF THE CENTERLINE OF THE HIGHWAY, 8.5 FEET NORTHWEST OF AN
 HD0338'18-INCH WHITE OAK TREE BLAZED ON THE NORTHWEST SIDE, AND 5 FEET
 HD0338'WEST OF A 12-INCH BLACKJACK TREE BLAZED ON THE WEST SIDE.  A
 HD0338'STANDARD DISK, STAMPED C 29 1934 AND SET IN THE TOP OF A CONCRETE
 HD0338'POST.
 HD0338
 HD0338                          STATION RECOVERY (1977)
 HD0338
 HD0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0338'RECOVERED IN GOOD CONDITION.
 HD0338
 HD0338                          STATION RECOVERY (1977)
 HD0338
 HD0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0338'RECOVERED IN GOOD CONDITION.
 HD0338
 HD0338                          STATION RECOVERY (1988)
 HD0338
 HD0338'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1199 ***********************************************************************
 JD1199  DESIGNATION -  C 290
 JD1199  PID         -  JD1199
 JD1199  STATE/COUNTY-  MO/PETTIS
 JD1199  USGS QUAD   -  LONGWOOD (1979)
 JD1199
 JD1199                         *CURRENT SURVEY CONTROL
 JD1199  ___________________________________________________________________
 JD1199* NAD 83(1986)-  38 55 29.     (N)    093 14 43.     (W)     SCALED    
 JD1199* NAVD 88     -       250.267  (meters)     821.08   (feet)  ADJUSTED  
 JD1199  ___________________________________________________________________
 JD1199  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1199  DYNAMIC HT  -         250.107 (meters)     820.56  (feet)  COMP
 JD1199  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 JD1199
 JD1199  VERT ORDER  -  SECOND    CLASS 0
 JD1199
 JD1199.The horizontal coordinates were scaled from a topographic map and have
 JD1199.an estimated accuracy of +/- 6 seconds.
 JD1199
 JD1199.The orthometric height was determined by differential leveling
 JD1199.and adjusted by the National Geodetic Survey in June 1991..
 JD1199
 JD1199.The geoid height was determined by GEOID03.
 JD1199
 JD1199.The dynamic height is computed by dividing the NAVD 88
 JD1199.geopotential number by the normal gravity value computed on the
 JD1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1199.degrees latitude (g = 980.6199 gals.).
 JD1199
 JD1199.The modeled gravity was interpolated from observed gravity values.
 JD1199
 JD1199;                    North         East    Units  Estimated Accuracy
 JD1199;SPC MO C     -   343,340.      435,380.      MT  (+/- 180 meters Scaled)
 JD1199
 JD1199                          SUPERSEDED SURVEY CONTROL
 JD1199
 JD1199  NGVD 29 (??/??/92)  250.182  (m)          820.81   (f) ADJ UNCH    2 0
 JD1199
 JD1199.Superseded values are not recommended for survey control.
 JD1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1199.See file dsdata.txt to determine how the superseded data were derived.
 JD1199
 JD1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD787084(NAD 83)
 JD1199_MARKER: DB = BENCH MARK DISK
 JD1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1199_STAMPING: C 290 1962
 JD1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1199+STABILITY: SURFACE MOTION
 JD1199
 JD1199  HISTORY     - Date     Condition        Report By
 JD1199  HISTORY     - 1962     MONUMENTED       CGS
 JD1199  HISTORY     - 1963     GOOD             NGS
 JD1199
 JD1199                          STATION DESCRIPTION
 JD1199
 JD1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1199'17.6 MI N FROM SEDALIA.
 JD1199'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1199'THE STATION AT SEDALIA, THENCE 15.15 MILE NORTH ALONG U.S.
 JD1199'HIGHWAY 65, THENCE 2.25 MILE WEST ALONG COUNTY ROAD CC, AT THE TOP
 JD1199'OF A SMALL HILL, ACROSS THE ROAD FROM A FARM HOME, 32.6 FEET NORTH
 JD1199'OF THE CENTERLINE OF THE ROAD, 48.5 FEET EAST OF A GATE, 5 FEET
 JD1199'SOUTH OF A FENCE LINE, 2.3 FEET WEST OF A POWER POLE, 2.2 FEET
 JD1199'EAST OF A WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 JD1199'ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1233 ***********************************************************************
 JD1233  DESIGNATION -  C 291
 JD1233  PID         -  JD1233
 JD1233  STATE/COUNTY-  MO/PETTIS
 JD1233  USGS QUAD   -  HUGHESVILLE (1973)
 JD1233
 JD1233                         *CURRENT SURVEY CONTROL
 JD1233  ___________________________________________________________________
 JD1233* NAD 83(1986)-  38 51 59.     (N)    093 17 46.     (W)     SCALED    
 JD1233* NAVD 88     -       241.812  (meters)     793.34   (feet)  ADJUSTED  
 JD1233  ___________________________________________________________________
 JD1233  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1233  DYNAMIC HT  -         241.654 (meters)     792.83  (feet)  COMP
 JD1233  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 JD1233
 JD1233  VERT ORDER  -  SECOND    CLASS 0
 JD1233
 JD1233.The horizontal coordinates were scaled from a topographic map and have
 JD1233.an estimated accuracy of +/- 6 seconds.
 JD1233
 JD1233.The orthometric height was determined by differential leveling
 JD1233.and adjusted by the National Geodetic Survey in June 1991..
 JD1233
 JD1233.The geoid height was determined by GEOID03.
 JD1233
 JD1233.The dynamic height is computed by dividing the NAVD 88
 JD1233.geopotential number by the normal gravity value computed on the
 JD1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1233.degrees latitude (g = 980.6199 gals.).
 JD1233
 JD1233.The modeled gravity was interpolated from observed gravity values.
 JD1233
 JD1233;                    North         East    Units  Estimated Accuracy
 JD1233;SPC MO C     -   336,900.      430,910.      MT  (+/- 180 meters Scaled)
 JD1233
 JD1233                          SUPERSEDED SURVEY CONTROL
 JD1233
 JD1233  NGVD 29 (??/??/92)  241.724  (m)          793.06   (f) ADJ UNCH    2 0
 JD1233
 JD1233.Superseded values are not recommended for survey control.
 JD1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1233.See file dsdata.txt to determine how the superseded data were derived.
 JD1233
 JD1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD743019(NAD 83)
 JD1233_MARKER: DB = BENCH MARK DISK
 JD1233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1233_SP_SET: CULVERT
 JD1233_STAMPING: C 291 1963
 JD1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1233
 JD1233  HISTORY     - Date     Condition        Report By
 JD1233  HISTORY     - 1963     MONUMENTED       CGS
 JD1233
 JD1233                          STATION DESCRIPTION
 JD1233
 JD1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1233'14.4 MI SE FROM SWEET SPRINGS.
 JD1233'ABOUT 3.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE ELEMENTARY
 JD1233'SCHOOL AT SWEET SPRINGS, THENCE 2.5 MILES EAST ALONG A COUNTY
 JD1233'ROAD, THENCE 0.8 MILE SOUTH ALONG COUNTY ROAD M, THENCE 2.9
 JD1233'MILES EAST ALONG A COUNTY ROAD, THENCE 4.35 MILES SOUTHEAST ALONG
 JD1233'A COUNTY ROAD, 0.05 MILE NORTH OF A FARMHOUSE, 12.6 FEET WEST
 JD1233'OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF THE SOUTH END
 JD1233'OF THE WEST CONCRETE HEADWALL OF A 6 X 6 FOOT CONCRETE CULVERT,
 JD1233'1.1 FEET NORTH OF THE SOUTH EDGE OF THE HEADWALL, ABOUT 1 FOOT
 JD1233'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0570 ***********************************************************************
 JD0570  DESIGNATION -  C 292
 JD0570  PID         -  JD0570
 JD0570  STATE/COUNTY-  MO/COOPER
 JD0570  USGS QUAD   -  BUNCETON (1979)
 JD0570
 JD0570                         *CURRENT SURVEY CONTROL
 JD0570  ___________________________________________________________________
 JD0570* NAD 83(1986)-  38 51 41.     (N)    092 51 10.     (W)     SCALED    
 JD0570* NAVD 88     -       243.467  (meters)     798.77   (feet)  ADJUSTED  
 JD0570  ___________________________________________________________________
 JD0570  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0570  DYNAMIC HT  -         243.309 (meters)     798.26  (feet)  COMP
 JD0570  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 JD0570
 JD0570  VERT ORDER  -  SECOND    CLASS 0
 JD0570
 JD0570.The horizontal coordinates were scaled from a topographic map and have
 JD0570.an estimated accuracy of +/- 6 seconds.
 JD0570
 JD0570.The orthometric height was determined by differential leveling
 JD0570.and adjusted by the National Geodetic Survey in June 1991..
 JD0570
 JD0570.The geoid height was determined by GEOID03.
 JD0570
 JD0570.The dynamic height is computed by dividing the NAVD 88
 JD0570.geopotential number by the normal gravity value computed on the
 JD0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0570.degrees latitude (g = 980.6199 gals.).
 JD0570
 JD0570.The modeled gravity was interpolated from observed gravity values.
 JD0570
 JD0570;                    North         East    Units  Estimated Accuracy
 JD0570;SPC MO C     -   336,100.      469,380.      MT  (+/- 180 meters Scaled)
 JD0570
 JD0570                          SUPERSEDED SURVEY CONTROL
 JD0570
 JD0570  NGVD 29 (??/??/92)  243.387  (m)          798.51   (f) ADJ UNCH    2 0
 JD0570
 JD0570.Superseded values are not recommended for survey control.
 JD0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0570.See file dsdata.txt to determine how the superseded data were derived.
 JD0570
 JD0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD127014(NAD 83)
 JD0570_MARKER: DB = BENCH MARK DISK
 JD0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0570_STAMPING: C 292 1963
 JD0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0570+STABILITY: SURFACE MOTION
 JD0570
 JD0570  HISTORY     - Date     Condition        Report By
 JD0570  HISTORY     - 1963     MONUMENTED       CGS
 JD0570
 JD0570                          STATION DESCRIPTION
 JD0570
 JD0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0570'4.6 MI SE FROM PILOT GROVE.
 JD0570'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 135 FROM THE INTERSECTION
 JD0570'OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE, THENCE 3.6
 JD0570'MILES SOUTHEAST ALONG A COUNTY ROAD, ACROSS THE ROAD FROM THE
 JD0570'ENTRANCE TO MR. W.L. PAINTERS FARMHOUSE, 27.2 FEET NORTH OF THE
 JD0570'CENTERLINE OF THE ROAD, 29 FEET SOUTH OF A POWER POLE BEARING
 JD0570'A TRANSFORMER, 7.0 FEET EAST OF A POWER POLE, 2.3 FEET SOUTH
 JD0570'OF A T-FENCE JUNCTION, 1.4 FEET WEST OF A WITNESS POST, ABOUT
 JD0570'2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD0570'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0751 ***********************************************************************
 KD0751  DESIGNATION -  C 293
 KD0751  PID         -  KD0751
 KD0751  STATE/COUNTY-  MO/LAFAYETTE
 KD0751  USGS QUAD   -  MAYVIEW (1979)
 KD0751
 KD0751                         *CURRENT SURVEY CONTROL
 KD0751  ___________________________________________________________________
 KD0751* NAD 83(1986)-  39 00 12.     (N)    093 50 08.     (W)     SCALED    
 KD0751* NAVD 88     -       257.983  (meters)     846.40   (feet)  ADJUSTED  
 KD0751  ___________________________________________________________________
 KD0751  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0751  DYNAMIC HT  -         257.817 (meters)     845.85  (feet)  COMP
 KD0751  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 KD0751
 KD0751  VERT ORDER  -  SECOND    CLASS 0
 KD0751
 KD0751.The horizontal coordinates were scaled from a topographic map and have
 KD0751.an estimated accuracy of +/- 6 seconds.
 KD0751
 KD0751.The orthometric height was determined by differential leveling
 KD0751.and adjusted by the National Geodetic Survey in June 1991..
 KD0751
 KD0751.The geoid height was determined by GEOID03.
 KD0751
 KD0751.The dynamic height is computed by dividing the NAVD 88
 KD0751.geopotential number by the normal gravity value computed on the
 KD0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0751.degrees latitude (g = 980.6199 gals.).
 KD0751
 KD0751.The modeled gravity was interpolated from observed gravity values.
 KD0751
 KD0751;                    North         East    Units  Estimated Accuracy
 KD0751;SPC MO W     -   315,030.      907,550.      MT  (+/- 180 meters Scaled)
 KD0751
 KD0751                          SUPERSEDED SURVEY CONTROL
 KD0751
 KD0751  NGVD 29 (??/??/92)  257.887  (m)          846.08   (f) ADJ UNCH    2 0
 KD0751
 KD0751.Superseded values are not recommended for survey control.
 KD0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0751.See file dsdata.txt to determine how the superseded data were derived.
 KD0751
 KD0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD276174(NAD 83)
 KD0751_MARKER: DB = BENCH MARK DISK
 KD0751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0751_SP_SET: BRIDGE
 KD0751_STAMPING: C 293 1962
 KD0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0751
 KD0751  HISTORY     - Date     Condition        Report By
 KD0751  HISTORY     - 1962     MONUMENTED       CGS
 KD0751  HISTORY     - 1963     GOOD             NGS
 KD0751
 KD0751                          STATION DESCRIPTION
 KD0751
 KD0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0751'7 MI E FROM ODESSA.
 KD0751'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0751'AT ODESSA, THENCE 6.2 MILES EAST ALONG INTERSTATE HIGHWAY 70,
 KD0751'16 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE
 KD0751'OF THE HIGHWAY, SET IN THE TOP OF THE NORTH WINGWALL ON THE
 KD0751'EAST END OF THE WESTBOUND TRAFFIC LANE BRIDGE OVER HIGHWAY E,
 KD0751'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0789 ***********************************************************************
 KD0789  DESIGNATION -  C 294
 KD0789  PID         -  KD0789
 KD0789  STATE/COUNTY-  MO/LAFAYETTE
 KD0789  USGS QUAD   -  ODESSA NORTH (1978)
 KD0789
 KD0789                         *CURRENT SURVEY CONTROL
 KD0789  ___________________________________________________________________
 KD0789* NAD 83(1986)-  39 03 13.     (N)    093 53 19.     (W)     SCALED    
 KD0789* NAVD 88     -       251.154  (meters)     823.99   (feet)  ADJUSTED  
 KD0789  ___________________________________________________________________
 KD0789  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0789  DYNAMIC HT  -         250.993 (meters)     823.47  (feet)  COMP
 KD0789  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 KD0789
 KD0789  VERT ORDER  -  SECOND    CLASS 0
 KD0789
 KD0789.The horizontal coordinates were scaled from a topographic map and have
 KD0789.an estimated accuracy of +/- 6 seconds.
 KD0789
 KD0789.The orthometric height was determined by differential leveling
 KD0789.and adjusted by the National Geodetic Survey in June 1991..
 KD0789
 KD0789.The geoid height was determined by GEOID03.
 KD0789
 KD0789.The dynamic height is computed by dividing the NAVD 88
 KD0789.geopotential number by the normal gravity value computed on the
 KD0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0789.degrees latitude (g = 980.6199 gals.).
 KD0789
 KD0789.The modeled gravity was interpolated from observed gravity values.
 KD0789
 KD0789;                    North         East    Units  Estimated Accuracy
 KD0789;SPC MO W     -   320,580.      902,920.      MT  (+/- 180 meters Scaled)
 KD0789
 KD0789                          SUPERSEDED SURVEY CONTROL
 KD0789
 KD0789  NGVD 29 (??/??/92)  251.054  (m)          823.67   (f) ADJ UNCH    2 0
 KD0789
 KD0789.Superseded values are not recommended for survey control.
 KD0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0789.See file dsdata.txt to determine how the superseded data were derived.
 KD0789
 KD0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD231231(NAD 83)
 KD0789_MARKER: DB = BENCH MARK DISK
 KD0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0789_SP_SET: CULVERT
 KD0789_STAMPING: C 294 1962
 KD0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0789
 KD0789  HISTORY     - Date     Condition        Report By
 KD0789  HISTORY     - 1962     MONUMENTED       CGS
 KD0789
 KD0789                          STATION DESCRIPTION
 KD0789
 KD0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0789'9.4 MI S FROM LEXINGTON.
 KD0789'0.4 MILE SOUTH ALONG 20TH STREET FROM THE RAILROAD STATION AT
 KD0789'LEXINGTON, THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 13, THENCE
 KD0789'7.2 MILES SOUTH ALONG COUNTY ROAD O, SET IN THE SOUTH END OF THE
 KD0789'EAST CONCRETE HEADWALL OF A 6 X 5 FOOT CONCRETE CULVERT, 12 FEET
 KD0789'EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 KD0789'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2002 ***********************************************************************
 JD2002  DESIGNATION -  C 295
 JD2002  PID         -  JD2002
 JD2002  STATE/COUNTY-  MO/LAFAYETTE
 JD2002  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2002
 JD2002                         *CURRENT SURVEY CONTROL
 JD2002  ___________________________________________________________________
 JD2002* NAD 83(1986)-  38 58 57.     (N)    093 53 03.     (W)     SCALED    
 JD2002* NAVD 88     -       260.716  (meters)     855.37   (feet)  ADJUSTED  
 JD2002  ___________________________________________________________________
 JD2002  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2002  DYNAMIC HT  -         260.546 (meters)     854.81  (feet)  COMP
 JD2002  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 JD2002
 JD2002  VERT ORDER  -  SECOND    CLASS 0
 JD2002
 JD2002.The horizontal coordinates were scaled from a topographic map and have
 JD2002.an estimated accuracy of +/- 6 seconds.
 JD2002
 JD2002.The orthometric height was determined by differential leveling
 JD2002.and adjusted by the National Geodetic Survey in June 1991..
 JD2002
 JD2002.The geoid height was determined by GEOID03.
 JD2002
 JD2002.The dynamic height is computed by dividing the NAVD 88
 JD2002.geopotential number by the normal gravity value computed on the
 JD2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2002.degrees latitude (g = 980.6199 gals.).
 JD2002
 JD2002.The modeled gravity was interpolated from observed gravity values.
 JD2002
 JD2002;                    North         East    Units  Estimated Accuracy
 JD2002;SPC MO W     -   312,690.      903,360.      MT  (+/- 180 meters Scaled)
 JD2002
 JD2002                          SUPERSEDED SURVEY CONTROL
 JD2002
 JD2002  NGVD 29 (??/??/92)  260.617  (m)          855.04   (f) ADJ UNCH    2 0
 JD2002
 JD2002.Superseded values are not recommended for survey control.
 JD2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2002.See file dsdata.txt to determine how the superseded data were derived.
 JD2002
 JD2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD234152(NAD 83)
 JD2002_MARKER: DB = BENCH MARK DISK
 JD2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2002_STAMPING: C 295 1962
 JD2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2002+STABILITY: SURFACE MOTION
 JD2002
 JD2002  HISTORY     - Date     Condition        Report By
 JD2002  HISTORY     - 1962     MONUMENTED       CGS
 JD2002  HISTORY     - 1963     GOOD             NGS
 JD2002  HISTORY     - 20060904 POOR             GEOCAC
 JD2002
 JD2002                          STATION DESCRIPTION
 JD2002
 JD2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2002'5.8 MI SE FROM ODESSA.
 JD2002'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2002'AT ODESSA, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 40 AND INTERSTATE
 JD2002'HIGHWAY 70, THENCE 1.7 MILES SOUTH ALONG COUNTY ROAD M, ACROSS
 JD2002'THE ROAD FROM A BARN, 33 FEET EAST OF THE CENTERLINE OF THE ROAD,
 JD2002'15 FEET NORTH OF THE CENTER OF A GATE, 2.5 FEET WEST OF A FENCE,
 JD2002'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD2002'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 JD2002'FOOT.
 JD2002
 JD2002                          STATION RECOVERY (2006)
 JD2002
 JD2002'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2002'THE CONCRETE MONUMENT IS CHIPPED ON THE NORTH AND WEST SIDES, AND THE
 JD2002'DISK IS BENT DOWN. THE BARN AND WITNESS POST DESCRIBED IN 1963 HAVE
 JD2002'BEEN REMOVED.
 JD2002' 
 JD2002'HH2 N38 58 57.3 W93 53 03.6
 JD2002' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0080 ***********************************************************************
 JE0080  DESIGNATION -  C 296
 JE0080  PID         -  JE0080
 JE0080  STATE/COUNTY-  MO/JOHNSON
 JE0080  USGS QUAD   -  KINGSVILLE (1954)
 JE0080
 JE0080                         *CURRENT SURVEY CONTROL
 JE0080  ___________________________________________________________________
 JE0080* NAD 83(1986)-  38 44 06.     (N)    094 02 08.     (W)     SCALED    
 JE0080* NAVD 88     -       259.733  (meters)     852.14   (feet)  ADJUSTED  
 JE0080  ___________________________________________________________________
 JE0080  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JE0080  DYNAMIC HT  -         259.556 (meters)     851.56  (feet)  COMP
 JE0080  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 JE0080
 JE0080  VERT ORDER  -  FIRST     CLASS II
 JE0080
 JE0080.The horizontal coordinates were scaled from a topographic map and have
 JE0080.an estimated accuracy of +/- 6 seconds.
 JE0080
 JE0080.The orthometric height was determined by differential leveling
 JE0080.and adjusted by the National Geodetic Survey in June 1991..
 JE0080
 JE0080.The geoid height was determined by GEOID03.
 JE0080
 JE0080.The dynamic height is computed by dividing the NAVD 88
 JE0080.geopotential number by the normal gravity value computed on the
 JE0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0080.degrees latitude (g = 980.6199 gals.).
 JE0080
 JE0080.The modeled gravity was interpolated from observed gravity values.
 JE0080
 JE0080;                    North         East    Units  Estimated Accuracy
 JE0080;SPC MO W     -   285,140.      890,380.      MT  (+/- 180 meters Scaled)
 JE0080
 JE0080                          SUPERSEDED SURVEY CONTROL
 JE0080
 JE0080  NGVD 29 (??/??/92)  259.630  (m)          851.80   (f) ADJ UNCH    1 2
 JE0080
 JE0080.Superseded values are not recommended for survey control.
 JE0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0080.See file dsdata.txt to determine how the superseded data were derived.
 JE0080
 JE0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC099878(NAD 83)
 JE0080_MARKER: DB = BENCH MARK DISK
 JE0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0080_STAMPING: C 296 1963
 JE0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0080+STABILITY: SURFACE MOTION
 JE0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0080+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 JE0080
 JE0080  HISTORY     - Date     Condition        Report By
 JE0080  HISTORY     - 1963     MONUMENTED       CGS
 JE0080  HISTORY     - 1981     GOOD             NGS
 JE0080  HISTORY     - 20060505 GOOD             INDIV
 JE0080
 JE0080                          STATION DESCRIPTION
 JE0080
 JE0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0080'2.8 MI W FROM HOLDEN.
 JE0080'ABOUT 2.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0080'THE STATION AT HOLDEN, 61 FEET NORTHWEST OF THE CENTER OF A
 JE0080'ROAD CROSSING, 39 FEET NORTH OF THE NORTH RAIL, 35 FEET WEST
 JE0080'OF THE CENTERLINE OF THE ROAD, 8 FEET SOUTH OF A FENCE, 1.5 FEET
 JE0080'WEST OF A TELEPHONE POLE, 1.5 FEET EAST OF A WITNESS POST, ABOUT
 JE0080'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JE0080'PROJECTING 0.5 FOOT.
 JE0080
 JE0080                          STATION RECOVERY (1981)
 JE0080
 JE0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0080'RECOVERED IN GOOD CONDITION.
 JE0080
 JE0080                          STATION RECOVERY (2006)
 JE0080
 JE0080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0080'THE FENCE HAS BEEN REMOVED.  THE TELEPHONE POLE HAS BEEN REMOVED AND A
 JE0080'POWER POLE NOW STANDS 4 FEET EAST OF THE MARKER.
 JE0080' 
 JE0080'THE CONCRETE POST NOW PROJECTS 1.4 FEET ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0384 ***********************************************************************
 JD0384  DESIGNATION -  C 297
 JD0384  PID         -  JD0384
 JD0384  STATE/COUNTY-  MO/MORGAN
 JD0384  USGS QUAD   -  TIPTON (1979)
 JD0384
 JD0384                         *CURRENT SURVEY CONTROL
 JD0384  ___________________________________________________________________
 JD0384* NAD 83(1986)-  38 40 11.     (N)    092 52 29.     (W)     SCALED    
 JD0384* NAVD 88     -       279.001  (meters)     915.36   (feet)  ADJUSTED  
 JD0384  ___________________________________________________________________
 JD0384  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0384  DYNAMIC HT  -         278.811 (meters)     914.73  (feet)  COMP
 JD0384  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 JD0384
 JD0384  VERT ORDER  -  FIRST     CLASS II
 JD0384
 JD0384.The horizontal coordinates were scaled from a topographic map and have
 JD0384.an estimated accuracy of +/- 6 seconds.
 JD0384
 JD0384.The orthometric height was determined by differential leveling
 JD0384.and adjusted by the National Geodetic Survey in June 1991..
 JD0384
 JD0384.The geoid height was determined by GEOID03.
 JD0384
 JD0384.The dynamic height is computed by dividing the NAVD 88
 JD0384.geopotential number by the normal gravity value computed on the
 JD0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0384.degrees latitude (g = 980.6199 gals.).
 JD0384
 JD0384.The modeled gravity was interpolated from observed gravity values.
 JD0384
 JD0384;                    North         East    Units  Estimated Accuracy
 JD0384;SPC MO C     -   314,840.      467,390.      MT  (+/- 180 meters Scaled)
 JD0384
 JD0384                          SUPERSEDED SURVEY CONTROL
 JD0384
 JD0384  NGVD 29 (??/??/92)  278.900  (m)          915.02   (f) ADJ UNCH    1 2
 JD0384
 JD0384.Superseded values are not recommended for survey control.
 JD0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0384.See file dsdata.txt to determine how the superseded data were derived.
 JD0384
 JD0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC108801(NAD 83)
 JD0384_MARKER: DB = BENCH MARK DISK
 JD0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0384_STAMPING: C 297 1963
 JD0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0384+STABILITY: SURFACE MOTION
 JD0384
 JD0384  HISTORY     - Date     Condition        Report By
 JD0384  HISTORY     - 1963     MONUMENTED       CGS
 JD0384
 JD0384                          STATION DESCRIPTION
 JD0384
 JD0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0384'AT SYRACUSE.
 JD0384'AT SYRACUSE, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE
 JD0384'FOUNDATION OF THE MORE WESTERLY OF TWO METAL BUILDINGS USED FOR
 JD0384'FEED STORAGE AT THE SYRACUSE ELEVATOR, 121 FEET WEST-SOUTHWEST
 JD0384'OF THE SOUTHWEST CORNER OF THE MISSOURI PACIFIC RAILROAD STATION,
 JD0384'64.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 0.7 FOOT
 JD0384'WEST OF THE NORTHEAST CORNER OF THE BUILDING, 0.9 FOOT ABOVE THE
 JD0384'GROUND, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1184 ***********************************************************************
 JD1184  DESIGNATION -  C 298
 JD1184  PID         -  JD1184
 JD1184  STATE/COUNTY-  MO/PETTIS
 JD1184  USGS QUAD   -  BEAMAN (1978)
 JD1184
 JD1184                         *CURRENT SURVEY CONTROL
 JD1184  ___________________________________________________________________
 JD1184* NAD 83(1986)-  38 45 29.     (N)    093 10 11.     (W)     SCALED    
 JD1184* NAVD 88     -       271.429  (meters)     890.51   (feet)  ADJUSTED  
 JD1184  ___________________________________________________________________
 JD1184  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1184  DYNAMIC HT  -         271.248 (meters)     889.92  (feet)  COMP
 JD1184  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 JD1184
 JD1184  VERT ORDER  -  SECOND    CLASS 0
 JD1184
 JD1184.The horizontal coordinates were scaled from a topographic map and have
 JD1184.an estimated accuracy of +/- 6 seconds.
 JD1184
 JD1184.The orthometric height was determined by differential leveling
 JD1184.and adjusted by the National Geodetic Survey in June 1991..
 JD1184
 JD1184.The geoid height was determined by GEOID03.
 JD1184
 JD1184.The dynamic height is computed by dividing the NAVD 88
 JD1184.geopotential number by the normal gravity value computed on the
 JD1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1184.degrees latitude (g = 980.6199 gals.).
 JD1184
 JD1184.The modeled gravity was interpolated from observed gravity values.
 JD1184
 JD1184;                    North         East    Units  Estimated Accuracy
 JD1184;SPC MO C     -   324,790.      441,790.      MT  (+/- 180 meters Scaled)
 JD1184
 JD1184                          SUPERSEDED SURVEY CONTROL
 JD1184
 JD1184  NGVD 29 (??/??/92)  271.333  (m)          890.20   (f) ADJ UNCH    2 0
 JD1184
 JD1184.Superseded values are not recommended for survey control.
 JD1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1184.See file dsdata.txt to determine how the superseded data were derived.
 JD1184
 JD1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC852899(NAD 83)
 JD1184_MARKER: DB = BENCH MARK DISK
 JD1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1184_STAMPING: C 298 1963
 JD1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1184+STABILITY: SURFACE MOTION
 JD1184
 JD1184  HISTORY     - Date     Condition        Report By
 JD1184  HISTORY     - 1963     MONUMENTED       CGS
 JD1184
 JD1184                          STATION DESCRIPTION
 JD1184
 JD1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1184'6.6 MI NE FROM SEDALIA.
 JD1184'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1184'STATION AT SEDALIA, THENCE 2.25 MILES NORTH ALONG U.S. HIGHWAY 65,
 JD1184'THENCE 4.1 MILES NORTHEAST ALONG COUNTY ROAD HH, ACROSS THE ROAD
 JD1184'FROM THE MORE WESTERLY OF TWO FARMHOUSES, 110 FEET WEST OF A
 JD1184'FENCE CORNER, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6.6
 JD1184'FEET SOUTH OF A POWER POLE, 0.8 FOOT NORTH OF A FENCE, 1.8 FEET
 JD1184'WEST OF A WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 JD1184'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2027 ***********************************************************************
 JD2027  DESIGNATION -  C 299
 JD2027  PID         -  JD2027
 JD2027  STATE/COUNTY-  MO/JOHNSON
 JD2027  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD2027
 JD2027                         *CURRENT SURVEY CONTROL
 JD2027  ___________________________________________________________________
 JD2027* NAD 83(1986)-  38 50 35.     (N)    093 46 59.     (W)     SCALED    
 JD2027* NAVD 88     -       248.188  (meters)     814.26   (feet)  ADJUSTED  
 JD2027  ___________________________________________________________________
 JD2027  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD2027  DYNAMIC HT  -         248.022 (meters)     813.72  (feet)  COMP
 JD2027  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 JD2027
 JD2027  VERT ORDER  -  SECOND    CLASS 0
 JD2027
 JD2027.The horizontal coordinates were scaled from a topographic map and have
 JD2027.an estimated accuracy of +/- 6 seconds.
 JD2027
 JD2027.The orthometric height was determined by differential leveling
 JD2027.and adjusted by the National Geodetic Survey in June 1991..
 JD2027
 JD2027.The geoid height was determined by GEOID03.
 JD2027
 JD2027.The dynamic height is computed by dividing the NAVD 88
 JD2027.geopotential number by the normal gravity value computed on the
 JD2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2027.degrees latitude (g = 980.6199 gals.).
 JD2027
 JD2027.The modeled gravity was interpolated from observed gravity values.
 JD2027
 JD2027;                    North         East    Units  Estimated Accuracy
 JD2027;SPC MO W     -   297,270.      912,240.      MT  (+/- 180 meters Scaled)
 JD2027
 JD2027                          SUPERSEDED SURVEY CONTROL
 JD2027
 JD2027  NGVD 29 (??/??/92)  248.095  (m)          813.96   (f) ADJ UNCH    2 0
 JD2027
 JD2027.Superseded values are not recommended for survey control.
 JD2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2027.See file dsdata.txt to determine how the superseded data were derived.
 JD2027
 JD2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC320996(NAD 83)
 JD2027_MARKER: DB = BENCH MARK DISK
 JD2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2027_STAMPING: C 299 1963
 JD2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2027+STABILITY: SURFACE MOTION
 JD2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2027+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 JD2027
 JD2027  HISTORY     - Date     Condition        Report By
 JD2027  HISTORY     - 1963     MONUMENTED       CGS
 JD2027  HISTORY     - 20050520 GOOD             INDIV
 JD2027
 JD2027                          STATION DESCRIPTION
 JD2027
 JD2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2027'7.4 MI NW FROM WARRENSBURG.
 JD2027'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE
 JD2027'INTERSECTION OF U.S. HIGHWAY 50 AT WARRENSBURG, THENCE 3.4 MILES
 JD2027'NORTHWEST ALONG GRAVELED COUNTY ROAD 00, 117 FEET SOUTHEAST OF
 JD2027'THE CENTER OF A ROAD JUNCTION, 112 FEET EAST OF THE CENTERLINE
 JD2027'OF THE COUNTY ROAD, 46.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 JD2027'LEADING EAST, 30 FEET SOUTH OF A FENCE CORNER, 8.0 FEET SOUTHEAST
 JD2027'OF A TELEPHONE POLE BRACED BY TWO GUY WIRES, 1.7 FEET NORTH OF A
 JD2027'METAL WITNESS POST, ABOUT LEVEL WITH THE COUNTY ROAD, AND SET IN
 JD2027'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD2027
 JD2027                          STATION RECOVERY (2005)
 JD2027
 JD2027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD2027'THE TELEPHONE POLE BRACED BY TWO GUY WIRES HAS BEEN REMOVED.  A GATE
 JD2027'IS 2 FEET NORTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0509 ***********************************************************************
 JD0509  DESIGNATION -  C 3 B 1
 JD0509  PID         -  JD0509
 JD0509  STATE/COUNTY-  MO/COOPER
 JD0509  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0509
 JD0509                         *CURRENT SURVEY CONTROL
 JD0509  ___________________________________________________________________
 JD0509* NAD 83(1986)-  38 56 26.     (N)    092 50 16.     (W)     SCALED    
 JD0509* NAVD 88     -       222.904  (meters)     731.31   (feet)  ADJUSTED  
 JD0509  ___________________________________________________________________
 JD0509  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0509  DYNAMIC HT  -         222.762 (meters)     730.85  (feet)  COMP
 JD0509  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 JD0509
 JD0509  VERT ORDER  -  SECOND    CLASS 0
 JD0509
 JD0509.The horizontal coordinates were scaled from a topographic map and have
 JD0509.an estimated accuracy of +/- 6 seconds.
 JD0509
 JD0509.The orthometric height was determined by differential leveling
 JD0509.and adjusted by the National Geodetic Survey in June 1991..
 JD0509
 JD0509.The geoid height was determined by GEOID03.
 JD0509
 JD0509.The dynamic height is computed by dividing the NAVD 88
 JD0509.geopotential number by the normal gravity value computed on the
 JD0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0509.degrees latitude (g = 980.6199 gals.).
 JD0509
 JD0509.The modeled gravity was interpolated from observed gravity values.
 JD0509
 JD0509;                    North         East    Units  Estimated Accuracy
 JD0509;SPC MO C     -   344,890.      470,720.      MT  (+/- 180 meters Scaled)
 JD0509
 JD0509                          SUPERSEDED SURVEY CONTROL
 JD0509
 JD0509  NGVD 29 (??/??/92)  222.84   (m)          731.1    (f) COMPUTED    2 0
 JD0509
 JD0509.Superseded values are not recommended for survey control.
 JD0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0509.See file dsdata.txt to determine how the superseded data were derived.
 JD0509
 JD0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD140101(NAD 83)
 JD0509_MARKER: DZ = AZIMUTH MARK DISK
 JD0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0509+STABILITY: SURFACE MOTION
 JD0509
 JD0509  HISTORY     - Date     Condition        Report By
 JD0509  HISTORY     - UNK      MONUMENTED       DOD
 JD0509  HISTORY     - 1962     GOOD             NGS
 JD0509
 JD0509                          STATION DESCRIPTION
 JD0509
 JD0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0509'7.3 MI SW FROM BOONVILLE.
 JD0509'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 JD0509'FROM THE STATION AT BOONVILLE, THENCE 4.0 MILES WEST ALONG
 JD0509'STATE HIGHWAY 41, THENCE 0.6 MILE NORTHEAST ALONG AN OILED ROAD,
 JD0509'THENCE 0.5 MILE NORTHWEST ACROSS A FIELD, A 1 1/2 X 4 FOOT
 JD0509'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH
 JD0509'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0508 ***********************************************************************
 JD0508  DESIGNATION -  C 3 B 2
 JD0508  PID         -  JD0508
 JD0508  STATE/COUNTY-  MO/COOPER
 JD0508  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0508
 JD0508                         *CURRENT SURVEY CONTROL
 JD0508  ___________________________________________________________________
 JD0508* NAD 83(1986)-  38 56 19.     (N)    092 50 01.     (W)     SCALED    
 JD0508* NAVD 88     -       216.755  (meters)     711.14   (feet)  ADJUSTED  
 JD0508  ___________________________________________________________________
 JD0508  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0508  DYNAMIC HT  -         216.616 (meters)     710.68  (feet)  COMP
 JD0508  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 JD0508
 JD0508  VERT ORDER  -  SECOND    CLASS 0
 JD0508
 JD0508.The horizontal coordinates were scaled from a topographic map and have
 JD0508.an estimated accuracy of +/- 6 seconds.
 JD0508
 JD0508.The orthometric height was determined by differential leveling
 JD0508.and adjusted by the National Geodetic Survey in June 1991..
 JD0508
 JD0508.The geoid height was determined by GEOID03.
 JD0508
 JD0508.The dynamic height is computed by dividing the NAVD 88
 JD0508.geopotential number by the normal gravity value computed on the
 JD0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0508.degrees latitude (g = 980.6199 gals.).
 JD0508
 JD0508.The modeled gravity was interpolated from observed gravity values.
 JD0508
 JD0508;                    North         East    Units  Estimated Accuracy
 JD0508;SPC MO C     -   344,670.      471,080.      MT  (+/- 180 meters Scaled)
 JD0508
 JD0508                          SUPERSEDED SURVEY CONTROL
 JD0508
 JD0508  NGVD 29 (??/??/92)  216.69   (m)          710.9    (f) COMPUTED    2 0
 JD0508
 JD0508.Superseded values are not recommended for survey control.
 JD0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0508.See file dsdata.txt to determine how the superseded data were derived.
 JD0508
 JD0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD144099(NAD 83)
 JD0508_MARKER: DZ = AZIMUTH MARK DISK
 JD0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0508+STABILITY: SURFACE MOTION
 JD0508
 JD0508  HISTORY     - Date     Condition        Report By
 JD0508  HISTORY     - UNK      MONUMENTED       DOD
 JD0508  HISTORY     - 1962     GOOD             NGS
 JD0508
 JD0508                          STATION DESCRIPTION
 JD0508
 JD0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0508'7.2 MI SW FROM BOONVILLE.
 JD0508'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 JD0508'FROM THE STATION AT BOONVILLE, THENCE 4.0 MILES WEST ALONG STATE
 JD0508'HIGHWAY 41, THENCE 0.4 MILE NORTHEAST ALONG AN OILED ROAD, THENCE
 JD0508'0.1 MILE EAST ACROSS A FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 JD0508'WITH TRI-BRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0505 ***********************************************************************
 JD0505  DESIGNATION -  C 3 Z
 JD0505  PID         -  JD0505
 JD0505  STATE/COUNTY-  MO/COOPER
 JD0505  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0505
 JD0505                         *CURRENT SURVEY CONTROL
 JD0505  ___________________________________________________________________
 JD0505* NAD 83(1986)-  38 56 07.     (N)    092 50 12.     (W)     SCALED    
 JD0505* NAVD 88     -       217.587  (meters)     713.87   (feet)  ADJUSTED  
 JD0505  ___________________________________________________________________
 JD0505  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0505  DYNAMIC HT  -         217.448 (meters)     713.41  (feet)  COMP
 JD0505  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 JD0505
 JD0505  VERT ORDER  -  SECOND    CLASS 0
 JD0505
 JD0505.The horizontal coordinates were scaled from a topographic map and have
 JD0505.an estimated accuracy of +/- 6 seconds.
 JD0505
 JD0505.The orthometric height was determined by differential leveling
 JD0505.and adjusted by the National Geodetic Survey in June 1991..
 JD0505
 JD0505.The geoid height was determined by GEOID03.
 JD0505
 JD0505.The dynamic height is computed by dividing the NAVD 88
 JD0505.geopotential number by the normal gravity value computed on the
 JD0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0505.degrees latitude (g = 980.6199 gals.).
 JD0505
 JD0505.The modeled gravity was interpolated from observed gravity values.
 JD0505
 JD0505;                    North         East    Units  Estimated Accuracy
 JD0505;SPC MO C     -   344,300.      470,810.      MT  (+/- 180 meters Scaled)
 JD0505
 JD0505                          SUPERSEDED SURVEY CONTROL
 JD0505
 JD0505  NGVD 29 (??/??/92)  217.53   (m)          713.7    (f) COMPUTED    2 0
 JD0505
 JD0505.Superseded values are not recommended for survey control.
 JD0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0505.See file dsdata.txt to determine how the superseded data were derived.
 JD0505
 JD0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD141096(NAD 83)
 JD0505_MARKER: DS = TRIANGULATION STATION DISK
 JD0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0505_STAMPING: C 3 Z 1962
 JD0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0505+STABILITY: SURFACE MOTION
 JD0505
 JD0505  HISTORY     - Date     Condition        Report By
 JD0505  HISTORY     - 1962     MONUMENTED       CGS
 JD0505
 JD0505                          STATION DESCRIPTION
 JD0505
 JD0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0505'6.6 MI SW FROM BOONVILLE.
 JD0505'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0505'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 3.9 MILES
 JD0505'SOUTHWEST ALONG STATE HIGHWAY 41, 39 FEET SOUTH OF THE
 JD0505'CENTERLINE OF THE HIGHWAY, 96 FEET NORTH OF THE CENTERLINE OF
 JD0505'THE EASTBOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 70, 57.0 FEET
 JD0505'SOUTH OF R.M. 2, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 JD0505'WITH THE GROUND.  NOTE-- THIS MARK IS 0.5 MILE SOUTH OF C 3 B 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0506 ***********************************************************************
 JD0506  DESIGNATION -  C 3 Z RM 1
 JD0506  PID         -  JD0506
 JD0506  STATE/COUNTY-  MO/COOPER
 JD0506  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0506
 JD0506                         *CURRENT SURVEY CONTROL
 JD0506  ___________________________________________________________________
 JD0506* NAD 83(1986)-  38 56 07.     (N)    092 50 12.     (W)     SCALED    
 JD0506* NAVD 88     -       218.200  (meters)     715.88   (feet)  ADJUSTED  
 JD0506  ___________________________________________________________________
 JD0506  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0506  DYNAMIC HT  -         218.060 (meters)     715.42  (feet)  COMP
 JD0506  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 JD0506
 JD0506  VERT ORDER  -  SECOND    CLASS 0
 JD0506
 JD0506.The horizontal coordinates were scaled from a topographic map and have
 JD0506.an estimated accuracy of +/- 6 seconds.
 JD0506
 JD0506.The orthometric height was determined by differential leveling
 JD0506.and adjusted by the National Geodetic Survey in June 1991..
 JD0506
 JD0506.The geoid height was determined by GEOID03.
 JD0506
 JD0506.The dynamic height is computed by dividing the NAVD 88
 JD0506.geopotential number by the normal gravity value computed on the
 JD0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0506.degrees latitude (g = 980.6199 gals.).
 JD0506
 JD0506.The modeled gravity was interpolated from observed gravity values.
 JD0506
 JD0506;                    North         East    Units  Estimated Accuracy
 JD0506;SPC MO C     -   344,300.      470,810.      MT  (+/- 180 meters Scaled)
 JD0506
 JD0506                          SUPERSEDED SURVEY CONTROL
 JD0506
 JD0506  NGVD 29 (??/??/92)  218.14   (m)          715.7    (f) COMPUTED    2 0
 JD0506
 JD0506.Superseded values are not recommended for survey control.
 JD0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0506.See file dsdata.txt to determine how the superseded data were derived.
 JD0506
 JD0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD141096(NAD 83)
 JD0506_MARKER: DR = REFERENCE MARK DISK
 JD0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0506_STAMPING: C 3 Z NO 1 1962
 JD0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0506+STABILITY: SURFACE MOTION
 JD0506
 JD0506  HISTORY     - Date     Condition        Report By
 JD0506  HISTORY     - 1962     MONUMENTED       CGS
 JD0506
 JD0506                          STATION DESCRIPTION
 JD0506
 JD0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0506'6.6 MI SW FROM BOONVILLE.
 JD0506'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0506'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 3.9 MILES
 JD0506'SOUTHWEST ALONG STATE HIGHWAY 41, 36 FEET NORTH OF THE
 JD0506'CENTERLINE OF THE HIGHWAY, 147.0 FEET EAST OF R.M. 2, 132.0 FEET
 JD0506'NORTHEAST OF THE STATION MARK, 1 FOOT SOUTH OF A FENCE, AND
 JD0506'SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0504 ***********************************************************************
 JD0504  DESIGNATION -  C 3 Z RM 2
 JD0504  PID         -  JD0504
 JD0504  STATE/COUNTY-  MO/COOPER
 JD0504  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0504
 JD0504                         *CURRENT SURVEY CONTROL
 JD0504  ___________________________________________________________________
 JD0504* NAD 83(1986)-  38 56 07.     (N)    092 50 12.     (W)     SCALED    
 JD0504* NAVD 88     -       218.459  (meters)     716.73   (feet)  ADJUSTED  
 JD0504  ___________________________________________________________________
 JD0504  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0504  DYNAMIC HT  -         218.319 (meters)     716.27  (feet)  COMP
 JD0504  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 JD0504
 JD0504  VERT ORDER  -  SECOND    CLASS 0
 JD0504
 JD0504.The horizontal coordinates were scaled from a topographic map and have
 JD0504.an estimated accuracy of +/- 6 seconds.
 JD0504
 JD0504.The orthometric height was determined by differential leveling
 JD0504.and adjusted by the National Geodetic Survey in June 1991..
 JD0504
 JD0504.The geoid height was determined by GEOID03.
 JD0504
 JD0504.The dynamic height is computed by dividing the NAVD 88
 JD0504.geopotential number by the normal gravity value computed on the
 JD0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0504.degrees latitude (g = 980.6199 gals.).
 JD0504
 JD0504.The modeled gravity was interpolated from observed gravity values.
 JD0504
 JD0504;                    North         East    Units  Estimated Accuracy
 JD0504;SPC MO C     -   344,300.      470,810.      MT  (+/- 180 meters Scaled)
 JD0504
 JD0504                          SUPERSEDED SURVEY CONTROL
 JD0504
 JD0504  NGVD 29 (??/??/92)  218.40   (m)          716.5    (f) COMPUTED    2 0
 JD0504
 JD0504.Superseded values are not recommended for survey control.
 JD0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0504.See file dsdata.txt to determine how the superseded data were derived.
 JD0504
 JD0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD141096(NAD 83)
 JD0504_MARKER: DR = REFERENCE MARK DISK
 JD0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0504_STAMPING: C 3 Z NO 2 1962
 JD0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0504+STABILITY: SURFACE MOTION
 JD0504
 JD0504  HISTORY     - Date     Condition        Report By
 JD0504  HISTORY     - 1962     MONUMENTED       CGS
 JD0504
 JD0504                          STATION DESCRIPTION
 JD0504
 JD0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0504'6.6 MI SW FROM BOONVILLE.
 JD0504'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0504'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 3.9 MILES
 JD0504'SOUTHWEST ALONG STATE HIGHWAY 41, 36 FEET NORTH OF THE CENTERLINE
 JD0504'OF THE HIGHWAY, 147.0 FEET WEST OF R.M. 1, 57.0 FEET NORTH OF
 JD0504'THE STATION MARK, 1 FOOT SOUTH OF A FENCE, AND SET IN THE
 JD0504'TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2068 ***********************************************************************
 JD2068  DESIGNATION -  C 300
 JD2068  PID         -  JD2068
 JD2068  STATE/COUNTY-  MO/LAFAYETTE
 JD2068  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2068
 JD2068                         *CURRENT SURVEY CONTROL
 JD2068  ___________________________________________________________________
 JD2068* NAD 83(1986)-  38 58 55.     (N)    093 58 01.     (W)     SCALED    
 JD2068* NAVD 88     -       285.051  (meters)     935.20   (feet)  ADJUSTED  
 JD2068  ___________________________________________________________________
 JD2068  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2068  DYNAMIC HT  -         284.864 (meters)     934.59  (feet)  COMP
 JD2068  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 JD2068
 JD2068  VERT ORDER  -  SECOND    CLASS 0
 JD2068
 JD2068.The horizontal coordinates were scaled from a topographic map and have
 JD2068.an estimated accuracy of +/- 6 seconds.
 JD2068
 JD2068.The orthometric height was determined by differential leveling
 JD2068.and adjusted by the National Geodetic Survey in June 1991..
 JD2068
 JD2068.The geoid height was determined by GEOID03.
 JD2068
 JD2068.The dynamic height is computed by dividing the NAVD 88
 JD2068.geopotential number by the normal gravity value computed on the
 JD2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2068.degrees latitude (g = 980.6199 gals.).
 JD2068
 JD2068.The modeled gravity was interpolated from observed gravity values.
 JD2068
 JD2068;                    North         East    Units  Estimated Accuracy
 JD2068;SPC MO W     -   312,580.      896,190.      MT  (+/- 180 meters Scaled)
 JD2068
 JD2068                          SUPERSEDED SURVEY CONTROL
 JD2068
 JD2068  NGVD 29 (??/??/92)  284.948  (m)          934.87   (f) ADJ UNCH    2 0
 JD2068
 JD2068.Superseded values are not recommended for survey control.
 JD2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2068.See file dsdata.txt to determine how the superseded data were derived.
 JD2068
 JD2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD162152(NAD 83)
 JD2068_MARKER: DB = BENCH MARK DISK
 JD2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2068_STAMPING: C 300 1963
 JD2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2068+STABILITY: SURFACE MOTION
 JD2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2068+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 JD2068
 JD2068  HISTORY     - Date     Condition        Report By
 JD2068  HISTORY     - 1963     MONUMENTED       CGS
 JD2068  HISTORY     - 19970701 GOOD             MOHC
 JD2068  HISTORY     - 20050419 GOOD             MODNR
 JD2068  HISTORY     - 20060904 GOOD             GEOCAC
 JD2068
 JD2068                          STATION DESCRIPTION
 JD2068
 JD2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2068'2 MI S FROM ODESSA.
 JD2068'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE POST
 JD2068'OFFICE AT ODESSA, THENCE 1.0 MILE SOUTHWEST ALONG HIGHWAY
 JD2068'OO, 27.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 33.5
 JD2068'FEET SOUTH OF AN EAST-WEST FENCE, 11.5 FEET SOUTH OF THE SOUTH
 JD2068'END OF A GATE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 JD2068'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD2068'PROJECTING 0.5 FOOT.
 JD2068
 JD2068                          STATION RECOVERY (1997)
 JD2068
 JD2068'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1997 (MP)
 JD2068'RECOVERED IN GOOD CONDITION.
 JD2068
 JD2068                          STATION RECOVERY (2005)
 JD2068
 JD2068'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 JD2068'RECOVERED IN GOOD CONDITION.
 JD2068
 JD2068                          STATION RECOVERY (2006)
 JD2068
 JD2068'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2068'REMOVE THE METAL WITNESS POST FROM THE DESCRIPTION. ADD 1 FOOT WEST OF
 JD2068'A CARSONITE WITNESS POST TO THE DESCRIPTION.
 JD2068' 
 JD2068'HH2 N38 58 56.0 W93 58 01.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2048 ***********************************************************************
 JD2048  DESIGNATION -  C 301
 JD2048  PID         -  JD2048
 JD2048  STATE/COUNTY-  MO/JOHNSON
 JD2048  USGS QUAD   -  PITTSVILLE (1981)
 JD2048
 JD2048                         *CURRENT SURVEY CONTROL
 JD2048  ___________________________________________________________________
 JD2048* NAD 83(1986)-  38 50 56.     (N)    093 59 24.     (W)     SCALED    
 JD2048* NAVD 88     -       265.964  (meters)     872.58   (feet)  ADJUSTED  
 JD2048  ___________________________________________________________________
 JD2048  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD2048  DYNAMIC HT  -         265.786 (meters)     872.00  (feet)  COMP
 JD2048  MODELED GRAV-     979,953.5   (mgal)                       NAVD 88
 JD2048
 JD2048  VERT ORDER  -  SECOND    CLASS 0
 JD2048
 JD2048.The horizontal coordinates were scaled from a topographic map and have
 JD2048.an estimated accuracy of +/- 6 seconds.
 JD2048
 JD2048.The orthometric height was determined by differential leveling
 JD2048.and adjusted by the National Geodetic Survey in June 1991..
 JD2048
 JD2048.The geoid height was determined by GEOID03.
 JD2048
 JD2048.The dynamic height is computed by dividing the NAVD 88
 JD2048.geopotential number by the normal gravity value computed on the
 JD2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2048.degrees latitude (g = 980.6199 gals.).
 JD2048
 JD2048.The modeled gravity was interpolated from observed gravity values.
 JD2048
 JD2048;                    North         East    Units  Estimated Accuracy
 JD2048;SPC MO W     -   297,800.      894,270.      MT  (+/- 180 meters Scaled)
 JD2048
 JD2048                          SUPERSEDED SURVEY CONTROL
 JD2048
 JD2048  NGVD 29 (??/??/92)  265.863  (m)          872.25   (f) ADJ UNCH    2 0
 JD2048
 JD2048.Superseded values are not recommended for survey control.
 JD2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2048.See file dsdata.txt to determine how the superseded data were derived.
 JD2048
 JD2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD140004(NAD 83)
 JD2048_MARKER: DB = BENCH MARK DISK
 JD2048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD2048_SP_SET: FOUNDATION
 JD2048_STAMPING: C 301 1963
 JD2048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2048+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 JD2048
 JD2048  HISTORY     - Date     Condition        Report By
 JD2048  HISTORY     - 1963     MONUMENTED       CGS
 JD2048  HISTORY     - 1985     GOOD             NGS
 JD2048  HISTORY     - 20050618 GOOD             INDIV
 JD2048
 JD2048                          STATION DESCRIPTION
 JD2048
 JD2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2048'AT PITTSVILLE.
 JD2048'AT PITTSVILLE, 0.1 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE
 JD2048'INTERSECTION OF U.S. HIGHWAY 50, SET VERTICALLY IN THE WEST
 JD2048'FACE OF THE CONCRETE FOUNDATION OF THE ENON BAPTIST CHURCH, 0.9
 JD2048'FOOT NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, 1.5 FEET
 JD2048'ABOVE THE LEVEL OF THE GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 JD2048
 JD2048                          STATION RECOVERY (1985)
 JD2048
 JD2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JD2048'RECOVERED IN GOOD CONDITION.
 JD2048
 JD2048                          STATION RECOVERY (2005)
 JD2048
 JD2048'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2329 ***********************************************************************
 JD2329  DESIGNATION -  C 303
 JD2329  PID         -  JD2329
 JD2329  STATE/COUNTY-  MO/JOHNSON
 JD2329  USGS QUAD   -  HOLDEN (1954)
 JD2329
 JD2329                         *CURRENT SURVEY CONTROL
 JD2329  ___________________________________________________________________
 JD2329* NAD 83(1986)-  38 40 51.     (N)    093 59 46.     (W)     SCALED    
 JD2329* NAVD 88     -       276.533  (meters)     907.26   (feet)  ADJUSTED  
 JD2329  ___________________________________________________________________
 JD2329  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2329  DYNAMIC HT  -         276.344 (meters)     906.64  (feet)  COMP
 JD2329  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 JD2329
 JD2329  VERT ORDER  -  SECOND    CLASS 0
 JD2329
 JD2329.The horizontal coordinates were scaled from a topographic map and have
 JD2329.an estimated accuracy of +/- 6 seconds.
 JD2329
 JD2329.The orthometric height was determined by differential leveling
 JD2329.and adjusted by the National Geodetic Survey in June 1991..
 JD2329
 JD2329.The geoid height was determined by GEOID03.
 JD2329
 JD2329.The dynamic height is computed by dividing the NAVD 88
 JD2329.geopotential number by the normal gravity value computed on the
 JD2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2329.degrees latitude (g = 980.6199 gals.).
 JD2329
 JD2329.The modeled gravity was interpolated from observed gravity values.
 JD2329
 JD2329;                    North         East    Units  Estimated Accuracy
 JD2329;SPC MO W     -   279,140.      893,840.      MT  (+/- 180 meters Scaled)
 JD2329
 JD2329                          SUPERSEDED SURVEY CONTROL
 JD2329
 JD2329  NGVD 29 (??/??/92)  276.425  (m)          906.90   (f) ADJ UNCH    2 0
 JD2329
 JD2329.Superseded values are not recommended for survey control.
 JD2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2329.See file dsdata.txt to determine how the superseded data were derived.
 JD2329
 JD2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC133818(NAD 83)
 JD2329_MARKER: DB = BENCH MARK DISK
 JD2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2329_STAMPING: C 303 1963
 JD2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2329+STABILITY: SURFACE MOTION
 JD2329
 JD2329  HISTORY     - Date     Condition        Report By
 JD2329  HISTORY     - 1963     MONUMENTED       CGS
 JD2329  HISTORY     - 1964     GOOD             NGS
 JD2329  HISTORY     - 20060811 GOOD             INDIV
 JD2329
 JD2329                          STATION DESCRIPTION
 JD2329
 JD2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2329'2.7 MI S FROM HOLDEN.
 JD2329'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2329'AT HOLDEN, IN S 23, R 28 W, T 45 N, 31 FEET SOUTHEAST OF THE
 JD2329'CENTER OF THE T-JUNCTION OF AN EAST-WEST ROAD, 22 FEET SOUTH OF
 JD2329'THE CENTERLINE OF THE EAST-WEST ROAD, 19 FEET EAST OF THE EXTENDED
 JD2329'CENTERLINE OF THE ROAD LEADING NORTH, 4.5 FEET EAST OF A FENCE
 JD2329'CORNER, 4.5 FEET WEST OF A POWER POLE BRACED BY A GUY WIRE, 1.5
 JD2329'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST
 JD2329'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD2329'THIS MARK CAN ALSO BE REACHED BY GOING 2.6 MILES NORTH ALONG STATE
 JD2329'HIGHWAY 131 FROM THE RAILROAD CROSSING AT MEDFORD.  NOTE-- THE
 JD2329'CURVE IS BEING STRAIGHTENED ON STATE HIGHWAY 131.  THE MARK WILL
 JD2329'BE APPROXIMATELY 100 YARDS SOUTHEAST OF THE CURVE.
 JD2329
 JD2329                          STATION RECOVERY (1964)
 JD2329
 JD2329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JD2329'RECOVERED IN GOOD CONDITION.
 JD2329
 JD2329                          STATION RECOVERY (2006)
 JD2329
 JD2329'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2329'HIGHWAY 131 NOW HAS A CURVE THAT LEADS TO THE WEST. THE GRAVEL ROAD
 JD2329'LEADING NORTH IS AN ACCESS ROAD TO THE HIGHWAY.
 JD2329' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2302 ***********************************************************************
 JD2302  DESIGNATION -  C 304
 JD2302  PID         -  JD2302
 JD2302  STATE/COUNTY-  MO/JOHNSON
 JD2302  USGS QUAD   -  HOLDEN (1954)
 JD2302
 JD2302                         *CURRENT SURVEY CONTROL
 JD2302  ___________________________________________________________________
 JD2302* NAD 83(1986)-  38 38 53.     (N)    093 57 28.     (W)     SCALED    
 JD2302* NAVD 88     -       251.007  (meters)     823.51   (feet)  ADJUSTED  
 JD2302  ___________________________________________________________________
 JD2302  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD2302  DYNAMIC HT  -         250.835 (meters)     822.95  (feet)  COMP
 JD2302  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 JD2302
 JD2302  VERT ORDER  -  SECOND    CLASS 0
 JD2302
 JD2302.The horizontal coordinates were scaled from a topographic map and have
 JD2302.an estimated accuracy of +/- 6 seconds.
 JD2302
 JD2302.The orthometric height was determined by differential leveling
 JD2302.and adjusted by the National Geodetic Survey in June 1991..
 JD2302
 JD2302.The geoid height was determined by GEOID03.
 JD2302
 JD2302.The dynamic height is computed by dividing the NAVD 88
 JD2302.geopotential number by the normal gravity value computed on the
 JD2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2302.degrees latitude (g = 980.6199 gals.).
 JD2302
 JD2302.The modeled gravity was interpolated from observed gravity values.
 JD2302
 JD2302;                    North         East    Units  Estimated Accuracy
 JD2302;SPC MO W     -   275,520.      897,200.      MT  (+/- 180 meters Scaled)
 JD2302
 JD2302                          SUPERSEDED SURVEY CONTROL
 JD2302
 JD2302  NGVD 29 (??/??/92)  250.898  (m)          823.15   (f) ADJ UNCH    2 0
 JD2302
 JD2302.Superseded values are not recommended for survey control.
 JD2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2302.See file dsdata.txt to determine how the superseded data were derived.
 JD2302
 JD2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC166781(NAD 83)
 JD2302_MARKER: DB = BENCH MARK DISK
 JD2302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2302_SP_SET: CULVERT
 JD2302_STAMPING: C 304 1963
 JD2302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2302
 JD2302  HISTORY     - Date     Condition        Report By
 JD2302  HISTORY     - 1963     MONUMENTED       CGS
 JD2302  HISTORY     - 20060707 GOOD             INDIV
 JD2302
 JD2302                          STATION DESCRIPTION
 JD2302
 JD2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2302'3.4 MI E FROM MEDFORD.
 JD2302'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JD2302'CROSSING AT MEDFORD, THENCE 1.0 MILE EAST ALONG A GRAVELED COUNTY
 JD2302'ROAD, THENCE 1.6 MILES NORTHEAST ALONG A GRADED COUNTY ROAD,
 JD2302'THENCE 0.3 MILE EAST ALONG GRAVELED STATE ROAD KK, IN S 1, R 27 W,
 JD2302'T 44 N, 12.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, SET IN
 JD2302'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF AN 8 X
 JD2302'10 FOOT CONCRETE CULVERT, 0.8 FOOT WEST OF THE EAST EDGE OF THE
 JD2302'HEADWALL, AND ABOUT LEVEL WITH THE ROAD.
 JD2302
 JD2302                          STATION RECOVERY (2006)
 JD2302
 JD2302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2267 ***********************************************************************
 JD2267  DESIGNATION -  C 305
 JD2267  PID         -  JD2267
 JD2267  STATE/COUNTY-  MO/HENRY
 JD2267  USGS QUAD   -  CHILHOWEE (1955)
 JD2267
 JD2267                         *CURRENT SURVEY CONTROL
 JD2267  ___________________________________________________________________
 JD2267* NAD 83(1986)-  38 33 46.     (N)    093 50 49.     (W)     SCALED    
 JD2267* NAVD 88     -       265.948  (meters)     872.53   (feet)  ADJUSTED  
 JD2267  ___________________________________________________________________
 JD2267  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JD2267  DYNAMIC HT  -         265.766 (meters)     871.93  (feet)  COMP
 JD2267  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 JD2267
 JD2267  VERT ORDER  -  SECOND    CLASS 0
 JD2267
 JD2267.The horizontal coordinates were scaled from a topographic map and have
 JD2267.an estimated accuracy of +/- 6 seconds.
 JD2267
 JD2267.The orthometric height was determined by differential leveling
 JD2267.and adjusted by the National Geodetic Survey in June 1991..
 JD2267
 JD2267.The geoid height was determined by GEOID03.
 JD2267
 JD2267.The dynamic height is computed by dividing the NAVD 88
 JD2267.geopotential number by the normal gravity value computed on the
 JD2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2267.degrees latitude (g = 980.6199 gals.).
 JD2267
 JD2267.The modeled gravity was interpolated from observed gravity values.
 JD2267
 JD2267;                    North         East    Units  Estimated Accuracy
 JD2267;SPC MO W     -   266,120.      906,920.      MT  (+/- 180 meters Scaled)
 JD2267
 JD2267                          SUPERSEDED SURVEY CONTROL
 JD2267
 JD2267  NGVD 29 (??/??/92)  265.837  (m)          872.17   (f) ADJ UNCH    2 0
 JD2267
 JD2267.Superseded values are not recommended for survey control.
 JD2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2267.See file dsdata.txt to determine how the superseded data were derived.
 JD2267
 JD2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC262685(NAD 83)
 JD2267_MARKER: DB = BENCH MARK DISK
 JD2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2267_STAMPING: C 305 1963
 JD2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2267+STABILITY: SURFACE MOTION
 JD2267
 JD2267  HISTORY     - Date     Condition        Report By
 JD2267  HISTORY     - 1963     MONUMENTED       CGS
 JD2267
 JD2267                          STATION DESCRIPTION
 JD2267
 JD2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2267'5.6 MI SW FROM POST OAK.
 JD2267'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 JD2267'OAK GENERAL STORE AT POST OAK, THENCE 4.8 MILES WEST ALONG
 JD2267'THE HENRY-JOHNSON COUNTY LINE ROAD WHICH IS GRAVELED, IN S 36,
 JD2267'R 27 W, T 44 N, ACROSS THE ROAD FROM A T-JUNCTION OF FENCES,
 JD2267'22 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 44 FEET WEST OF
 JD2267'A TELEPHONE POLE, 2.5 FEET NORTH OF AN EAST-WEST FENCE, 1.5
 JD2267'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JD2267'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2171 ***********************************************************************
 JD2171  DESIGNATION -  C 307
 JD2171  PID         -  JD2171
 JD2171  STATE/COUNTY-  MO/JOHNSON
 JD2171  USGS QUAD   -  WINDSOR (1981)
 JD2171
 JD2171                         *CURRENT SURVEY CONTROL
 JD2171  ___________________________________________________________________
 JD2171* NAD 83(1986)-  38 35 16.     (N)    093 36 59.     (W)     SCALED    
 JD2171* NAVD 88     -       278.322  (meters)     913.13   (feet)  ADJUSTED  
 JD2171  ___________________________________________________________________
 JD2171  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD2171  DYNAMIC HT  -         278.129 (meters)     912.49  (feet)  COMP
 JD2171  MODELED GRAV-     979,926.8   (mgal)                       NAVD 88
 JD2171
 JD2171  VERT ORDER  -  SECOND    CLASS 0
 JD2171
 JD2171.The horizontal coordinates were scaled from a topographic map and have
 JD2171.an estimated accuracy of +/- 6 seconds.
 JD2171
 JD2171.The orthometric height was determined by differential leveling
 JD2171.and adjusted by the National Geodetic Survey in June 1991..
 JD2171
 JD2171.The geoid height was determined by GEOID03.
 JD2171
 JD2171.The dynamic height is computed by dividing the NAVD 88
 JD2171.geopotential number by the normal gravity value computed on the
 JD2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2171.degrees latitude (g = 980.6199 gals.).
 JD2171
 JD2171.The modeled gravity was interpolated from observed gravity values.
 JD2171
 JD2171;                    North         East    Units  Estimated Accuracy
 JD2171;SPC MO W     -   269,060.      926,980.      MT  (+/- 180 meters Scaled)
 JD2171
 JD2171                          SUPERSEDED SURVEY CONTROL
 JD2171
 JD2171  NGVD 29 (??/??/92)  278.211  (m)          912.76   (f) ADJ UNCH    2 0
 JD2171
 JD2171.Superseded values are not recommended for survey control.
 JD2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2171.See file dsdata.txt to determine how the superseded data were derived.
 JD2171
 JD2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC463712(NAD 83)
 JD2171_MARKER: DB = BENCH MARK DISK
 JD2171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2171_SP_SET: CULVERT
 JD2171_STAMPING: C 307 1963
 JD2171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2171
 JD2171  HISTORY     - Date     Condition        Report By
 JD2171  HISTORY     - 1963     MONUMENTED       CGS
 JD2171
 JD2171                          STATION DESCRIPTION
 JD2171
 JD2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2171'4.4 MI E FROM LEETON.
 JD2171'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2171'AT LEETON, THENCE 4.35 MILES EAST ALONG GRAVELED STATE ROAD
 JD2171'EE, OR 0.2 MILE NORTH ALONG PAVED STATE ROAD D FROM THE COMMUNITY
 JD2171'HALL AT SUTHERLAND, THENCE 1.3 MILES WEST ALONG GRAVELED STATE
 JD2171'ROAD EE, IN S 19, R 24 W, T 44 N, SET IN THE TOP OF THE EAST
 JD2171'END OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE 8 X 20 FOOT
 JD2171'CONCRETE CULVERT UNDER THE ROAD, 11.5 FEET SOUTH OF THE
 JD2171'CENTERLINE OF THE ROAD, 0.7 FOOT WEST OF THE EAST EDGE OF THE
 JD2171'HEADWALL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1120 ***********************************************************************
 JD1120  DESIGNATION -  C 308
 JD1120  PID         -  JD1120
 JD1120  STATE/COUNTY-  MO/PETTIS
 JD1120  USGS QUAD   -  SEDALIA WEST (1973)
 JD1120
 JD1120                         *CURRENT SURVEY CONTROL
 JD1120  ___________________________________________________________________
 JD1120* NAD 83(1986)-  38 43 30.     (N)    093 20 45.     (W)     SCALED    
 JD1120* NAVD 88     -       226.863  (meters)     744.30   (feet)  ADJUSTED  
 JD1120  ___________________________________________________________________
 JD1120  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1120  DYNAMIC HT  -         226.710 (meters)     743.80  (feet)  COMP
 JD1120  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 JD1120
 JD1120  VERT ORDER  -  SECOND    CLASS 0
 JD1120
 JD1120.The horizontal coordinates were scaled from a topographic map and have
 JD1120.an estimated accuracy of +/- 6 seconds.
 JD1120
 JD1120.The orthometric height was determined by differential leveling
 JD1120.and adjusted by the National Geodetic Survey in June 1991..
 JD1120
 JD1120.The geoid height was determined by GEOID03.
 JD1120
 JD1120.The dynamic height is computed by dividing the NAVD 88
 JD1120.geopotential number by the normal gravity value computed on the
 JD1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1120.degrees latitude (g = 980.6199 gals.).
 JD1120
 JD1120.The modeled gravity was interpolated from observed gravity values.
 JD1120
 JD1120;                    North         East    Units  Estimated Accuracy
 JD1120;SPC MO C     -   321,240.      426,450.      MT  (+/- 180 meters Scaled)
 JD1120
 JD1120                          SUPERSEDED SURVEY CONTROL
 JD1120
 JD1120  NGVD 29 (??/??/92)  226.771  (m)          744.00   (f) ADJ UNCH    2 0
 JD1120
 JD1120.Superseded values are not recommended for survey control.
 JD1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1120.See file dsdata.txt to determine how the superseded data were derived.
 JD1120
 JD1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC699863(NAD 83)
 JD1120_MARKER: DB = BENCH MARK DISK
 JD1120_SETTING: 66 = SET IN ROCK OUTCROP
 JD1120_SP_SET: ROCK LEDGE
 JD1120_STAMPING: C 308 1963
 JD1120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1120+STABILITY: POSITION/ELEVATION WELL
 JD1120
 JD1120  HISTORY     - Date     Condition        Report By
 JD1120  HISTORY     - 1963     MONUMENTED       CGS
 JD1120
 JD1120                          STATION DESCRIPTION
 JD1120
 JD1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1120'2.2 MI SW FROM DRESDEN.
 JD1120'ABOUT 2.2 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE BAPTIST
 JD1120'CHURCH AT DRESDEN, IN S 33, R 22 W, T 46 N, SET IN THE TOP OF A
 JD1120'ROCK LEDGE WHICH IS 4 FEET HIGH, 20 FEET EAST OF THE CENTERLINE
 JD1120'OF THE ROAD, 20 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 JD1120'200-FOOT STEEL BRIDGE OVER MUDDY CREEK, 2.4 FEET SOUTH OF THE
 JD1120'NORTH EDGE OF THE ROCK, AND ABOUT 10 FEET BELOW THE LEVEL OF THE
 JD1120'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2233 ***********************************************************************
 JD2233  DESIGNATION -  C 309
 JD2233  PID         -  JD2233
 JD2233  STATE/COUNTY-  MO/JOHNSON
 JD2233  USGS QUAD   -  BURTVILLE (1955)
 JD2233
 JD2233                         *CURRENT SURVEY CONTROL
 JD2233  ___________________________________________________________________
 JD2233* NAD 83(1986)-  38 37 47.     (N)    093 33 14.     (W)     SCALED    
 JD2233* NAVD 88     -       260.120  (meters)     853.41   (feet)  ADJUSTED  
 JD2233  ___________________________________________________________________
 JD2233  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD2233  DYNAMIC HT  -         259.939 (meters)     852.82  (feet)  COMP
 JD2233  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 JD2233
 JD2233  VERT ORDER  -  SECOND    CLASS 0
 JD2233
 JD2233.The horizontal coordinates were scaled from a topographic map and have
 JD2233.an estimated accuracy of +/- 6 seconds.
 JD2233
 JD2233.The orthometric height was determined by differential leveling
 JD2233.and adjusted by the National Geodetic Survey in June 1991..
 JD2233
 JD2233.The geoid height was determined by GEOID03.
 JD2233
 JD2233.The dynamic height is computed by dividing the NAVD 88
 JD2233.geopotential number by the normal gravity value computed on the
 JD2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2233.degrees latitude (g = 980.6199 gals.).
 JD2233
 JD2233.The modeled gravity was interpolated from observed gravity values.
 JD2233
 JD2233;                    North         East    Units  Estimated Accuracy
 JD2233;SPC MO W     -   273,770.      932,380.      MT  (+/- 180 meters Scaled)
 JD2233
 JD2233                          SUPERSEDED SURVEY CONTROL
 JD2233
 JD2233  NGVD 29 (??/??/92)  260.017  (m)          853.07   (f) ADJ UNCH    2 0
 JD2233
 JD2233.Superseded values are not recommended for survey control.
 JD2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2233.See file dsdata.txt to determine how the superseded data were derived.
 JD2233
 JD2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC517758(NAD 83)
 JD2233_MARKER: DB = BENCH MARK DISK
 JD2233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD2233_SP_SET: ABUTMENT
 JD2233_STAMPING: C 309 1963
 JD2233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2233
 JD2233  HISTORY     - Date     Condition        Report By
 JD2233  HISTORY     - 1963     MONUMENTED       CGS
 JD2233
 JD2233                          STATION DESCRIPTION
 JD2233
 JD2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2233'7.8 MI N FROM WINDSOR.
 JD2233'ABOUT 7.8 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTON
 JD2233'OF STATE HIGHWAY 2 AT WINDSOR, IN S 34, R 24 W, T 44 N, ABOUT
 JD2233'0.7 MILE SOUTHEAST OF THE JUNCTION OF STATE ROAD D, SET
 JD2233'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF
 JD2233'A 105-FOOT CONCRETE BRIDGE OVER MUDDY CREEK, 13 FEET SOUTH
 JD2233'OF THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0409 ***********************************************************************
 HD0409  DESIGNATION -  C 31
 HD0409  PID         -  HD0409
 HD0409  STATE/COUNTY-  MO/LACLEDE
 HD0409  USGS QUAD   -  STOUTLAND (1978)
 HD0409
 HD0409                         *CURRENT SURVEY CONTROL
 HD0409  ___________________________________________________________________
 HD0409* NAD 83(1986)-  37 45 48.     (N)    092 35 16.     (W)     SCALED    
 HD0409* NAVD 88     -       371.398  (meters)    1218.49   (feet)  ADJUSTED  
 HD0409  ___________________________________________________________________
 HD0409  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HD0409  DYNAMIC HT  -         371.112 (meters)    1217.56  (feet)  COMP
 HD0409  MODELED GRAV-     979,848.4   (mgal)                       NAVD 88
 HD0409
 HD0409  VERT ORDER  -  SECOND    CLASS 0
 HD0409
 HD0409.The horizontal coordinates were scaled from a topographic map and have
 HD0409.an estimated accuracy of +/- 6 seconds.
 HD0409
 HD0409.The orthometric height was determined by differential leveling
 HD0409.and adjusted by the National Geodetic Survey in June 1991..
 HD0409.WARNING-Repeat measurements at this control monument indicate possible
 HD0409.vertical movement.
 HD0409
 HD0409.The geoid height was determined by GEOID03.
 HD0409
 HD0409.The dynamic height is computed by dividing the NAVD 88
 HD0409.geopotential number by the normal gravity value computed on the
 HD0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0409.degrees latitude (g = 980.6199 gals.).
 HD0409
 HD0409.The modeled gravity was interpolated from observed gravity values.
 HD0409
 HD0409;                    North         East    Units  Estimated Accuracy
 HD0409;SPC MO C     -   214,170.      492,270.      MT  (+/- 180 meters Scaled)
 HD0409
 HD0409                          SUPERSEDED SURVEY CONTROL
 HD0409
 HD0409  NGVD 29 (??/??/92)  371.282  (m)         1218.11   (f) ADJ UNCH    2 0
 HD0409
 HD0409.Superseded values are not recommended for survey control.
 HD0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0409.See file dsdata.txt to determine how the superseded data were derived.
 HD0409
 HD0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB363796(NAD 83)
 HD0409_MARKER: DB = BENCH MARK DISK
 HD0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0409_STAMPING: C 31 1934
 HD0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0409+STABILITY: SURFACE MOTION
 HD0409
 HD0409  HISTORY     - Date     Condition        Report By
 HD0409  HISTORY     - 1934     MONUMENTED       CGS
 HD0409  HISTORY     - 1938     GOOD             NGS
 HD0409
 HD0409                          STATION DESCRIPTION
 HD0409
 HD0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0409'0.3 MI NE FROM SLEEPER.
 HD0409'0.3 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0409'FROM SLEEPER, 1-1/2 POLES EAST OF THE THIRTY-FIFTH POLE
 HD0409'SOUTHWEST OF MILEPOST 173, 53 FEET NORTHWEST OF THE CENTERLINE
 HD0409'OF A COUNTY ROAD, 35 FEET NORTHWEST OF AN 18-INCH WHITE OAK
 HD0409'TREE, 29 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 20 FEET
 HD0409'EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED C 31 1934 AND
 HD0409'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2163 ***********************************************************************
 JD2163  DESIGNATION -  C 310
 JD2163  PID         -  JD2163
 JD2163  STATE/COUNTY-  MO/JOHNSON
 JD2163  USGS QUAD   -  BURTVILLE (1955)
 JD2163
 JD2163                         *CURRENT SURVEY CONTROL
 JD2163  ___________________________________________________________________
 JD2163* NAD 83(1986)-  38 41 01.     (N)    093 36 52.     (W)     SCALED    
 JD2163* NAVD 88     -       243.339  (meters)     798.35   (feet)  ADJUSTED  
 JD2163  ___________________________________________________________________
 JD2163  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2163  DYNAMIC HT  -         243.172 (meters)     797.81  (feet)  COMP
 JD2163  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 JD2163
 JD2163  VERT ORDER  -  SECOND    CLASS 0
 JD2163
 JD2163.The horizontal coordinates were scaled from a topographic map and have
 JD2163.an estimated accuracy of +/- 6 seconds.
 JD2163
 JD2163.The orthometric height was determined by differential leveling
 JD2163.and adjusted by the National Geodetic Survey in June 1991..
 JD2163
 JD2163.The geoid height was determined by GEOID03.
 JD2163
 JD2163.The dynamic height is computed by dividing the NAVD 88
 JD2163.geopotential number by the normal gravity value computed on the
 JD2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2163.degrees latitude (g = 980.6199 gals.).
 JD2163
 JD2163.The modeled gravity was interpolated from observed gravity values.
 JD2163
 JD2163;                    North         East    Units  Estimated Accuracy
 JD2163;SPC MO W     -   279,700.      927,050.      MT  (+/- 180 meters Scaled)
 JD2163
 JD2163                          SUPERSEDED SURVEY CONTROL
 JD2163
 JD2163  NGVD 29 (??/??/92)  243.238  (m)          798.02   (f) ADJ UNCH    2 0
 JD2163
 JD2163.Superseded values are not recommended for survey control.
 JD2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2163.See file dsdata.txt to determine how the superseded data were derived.
 JD2163
 JD2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC465818(NAD 83)
 JD2163_MARKER: DB = BENCH MARK DISK
 JD2163_SETTING: 66 = SET IN ROCK OUTCROP
 JD2163_SP_SET: ROCK LEDGE
 JD2163_STAMPING: C 310 1963
 JD2163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2163+STABILITY: POSITION/ELEVATION WELL
 JD2163
 JD2163  HISTORY     - Date     Condition        Report By
 JD2163  HISTORY     - 1963     MONUMENTED       CGS
 JD2163
 JD2163                          STATION DESCRIPTION
 JD2163
 JD2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2163'11.7 MI SW FROM KNOB NOSTER.
 JD2163'ABOUT 8.6 MILES SOUTH ALONG STATE ROAD D FROM THE POST OFFICE
 JD2163'AT KNOB NOSTER, THENCE 3.1 MILES WEST ALONG STATE ROAD Y, IN
 JD2163'S 18, R 24 W, T 45 N, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A
 JD2163'GRAVELED ROAD LEADING SOUTH, ABOUT 55 YARDS EAST OF THE NORTH
 JD2163'END OF A 48-INCH PIPE CULVERT, ON THE NORTH BANK OF A DEEP
 JD2163'DITCH, SET IN THE TOP OF A ROCK LEDGE THAT IS ABOUT 6 FEET LONG
 JD2163'AND 3 FEET HIGH, 31 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 JD2163'AND ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0197 ***********************************************************************
 JC0197  DESIGNATION -  C 311
 JC0197  PID         -  JC0197
 JC0197  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0197  USGS QUAD   -  CAHOKIA (1993)
 JC0197
 JC0197                         *CURRENT SURVEY CONTROL
 JC0197  ___________________________________________________________________
 JC0197* NAD 83(1986)-  38 37 23.     (N)    090 12 44.     (W)     SCALED    
 JC0197* NAVD 88     -       137.001  (meters)     449.48   (feet)  ADJUSTED  
 JC0197  ___________________________________________________________________
 JC0197  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JC0197  DYNAMIC HT  -         136.914 (meters)     449.19  (feet)  COMP
 JC0197  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 JC0197
 JC0197  VERT ORDER  -  FIRST     CLASS I
 JC0197
 JC0197.The horizontal coordinates were scaled from a topographic map and have
 JC0197.an estimated accuracy of +/- 6 seconds.
 JC0197
 JC0197.The orthometric height was determined by differential leveling
 JC0197.and adjusted by the National Geodetic Survey in June 1991..
 JC0197
 JC0197.The geoid height was determined by GEOID03.
 JC0197
 JC0197.The dynamic height is computed by dividing the NAVD 88
 JC0197.geopotential number by the normal gravity value computed on the
 JC0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0197.degrees latitude (g = 980.6199 gals.).
 JC0197
 JC0197.The modeled gravity was interpolated from observed gravity values.
 JC0197
 JC0197;                    North         East    Units  Estimated Accuracy
 JC0197;SPC MO E     -   309,630.      275,060.      MT  (+/- 180 meters Scaled)
 JC0197
 JC0197                          SUPERSEDED SURVEY CONTROL
 JC0197
 JC0197  NGVD 29 (??/??/92)  137.112  (m)          449.84   (f) ADJ UNCH    1 1
 JC0197
 JC0197.Superseded values are not recommended for survey control.
 JC0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0197.See file dsdata.txt to determine how the superseded data were derived.
 JC0197
 JC0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC426786(NAD 83)
 JC0197_MARKER: DB = BENCH MARK DISK
 JC0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0197_SP_SET: PIER
 JC0197_STAMPING: C 311 1969
 JC0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0197
 JC0197  HISTORY     - Date     Condition        Report By
 JC0197  HISTORY     - 1969     MONUMENTED       CGS
 JC0197  HISTORY     - 19910309 GOOD             USPSQD
 JC0197
 JC0197                          STATION DESCRIPTION
 JC0197
 JC0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0197'AT ST LOUIS.
 JC0197'AT ST LOUIS, ABOUT 0.5 MILE SOUTH ALONG 18 TH STREET FROM THE
 JC0197'UNION RAILROAD STATION, THENCE 0.2 MILE WEST ALONG GRATIOT
 JC0197'STREET, AT THE INTERSECTION OF GRATIOT STREET AND 21 ST STREET,
 JC0197'SET ON THE TOP OF THE SOUTHEAST CORNER OF THE STONE BASE TO
 JC0197'THE EAST LEG OF THE FIRST PIER NORTH OF GRATIOT STREET UNDERPASS
 JC0197'UNDER 21 ST STREET, 16 FEET NORTH OF THE NORTH CURB LINE OF
 JC0197'GRATIOT STREET, 1.3 FEET ABOVE THE LEVEL OF THE SIDEWALK AND
 JC0197'1 1/2 FEET ABOVE THE LEVEL OF THE STREET.
 JC0197
 JC0197                          STATION RECOVERY (1991)
 JC0197
 JC0197'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNC)
 JC0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0483 ***********************************************************************
 JC0483  DESIGNATION -  C 312
 JC0483  PID         -  JC0483
 JC0483  STATE/COUNTY-  MO/ST LOUIS
 JC0483  USGS QUAD   -  MANCHESTER (1993)
 JC0483
 JC0483                         *CURRENT SURVEY CONTROL
 JC0483  ___________________________________________________________________
 JC0483* NAD 83(1986)-  38 32 51.     (N)    090 31 14.     (W)     SCALED    
 JC0483* NAVD 88     -       131.406  (meters)     431.12   (feet)  ADJUSTED  
 JC0483  ___________________________________________________________________
 JC0483  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JC0483  DYNAMIC HT  -         131.321 (meters)     430.84  (feet)  COMP
 JC0483  MODELED GRAV-     979,978.9   (mgal)                       NAVD 88
 JC0483
 JC0483  VERT ORDER  -  FIRST     CLASS I
 JC0483
 JC0483.The horizontal coordinates were scaled from a topographic map and have
 JC0483.an estimated accuracy of +/- 6 seconds.
 JC0483
 JC0483.The orthometric height was determined by differential leveling
 JC0483.and adjusted by the National Geodetic Survey in June 1991..
 JC0483
 JC0483.The geoid height was determined by GEOID03.
 JC0483
 JC0483.The dynamic height is computed by dividing the NAVD 88
 JC0483.geopotential number by the normal gravity value computed on the
 JC0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0483.degrees latitude (g = 980.6199 gals.).
 JC0483
 JC0483.The modeled gravity was interpolated from observed gravity values.
 JC0483
 JC0483;                    North         East    Units  Estimated Accuracy
 JC0483;SPC MO E     -   301,200.      248,210.      MT  (+/- 180 meters Scaled)
 JC0483
 JC0483                          SUPERSEDED SURVEY CONTROL
 JC0483
 JC0483  NGVD 29 (??/??/92)  131.499  (m)          431.43   (f) ADJ UNCH    1 1
 JC0483
 JC0483.Superseded values are not recommended for survey control.
 JC0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0483.See file dsdata.txt to determine how the superseded data were derived.
 JC0483
 JC0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC160694(NAD 83)
 JC0483_MARKER: DB = BENCH MARK DISK
 JC0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0483_SP_SET: BRIDGE
 JC0483_STAMPING: C 312 1969
 JC0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0483
 JC0483  HISTORY     - Date     Condition        Report By
 JC0483  HISTORY     - 1969     MONUMENTED       CGS
 JC0483  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 JC0483
 JC0483                          STATION DESCRIPTION
 JC0483
 JC0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0483'1.4 MI W FROM VALLEY PARK.
 JC0483'ABOUT 1.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0483'OVERPASS OVER STATE HIGHWAY 141 AT VALLEY PARK, ABOUT 5 RAILS WEST
 JC0483'OF SIGNAL BRIDGE NO. 205R, ABOUT 120 FEET WEST OF THE EAST END OF
 JC0483'A ROCK CUT WHICH IS ABOUT 0.15 MILE LONG AND 75 FEET HIGH, SET IN
 JC0483'THE TOP OF A ROCK WHICH COVER THE AREA, 18.7 FEET NORTH OF THE
 JC0483'NORTH RAIL OF THE WESTBOUND MAIN TRACK, 20.3 FEET SOUTH OF THE
 JC0483'FACE OF THE CUT, 10.7 FEET NORTHEAST OF MILEPOLE 20-20, AND 2 1/2
 JC0483'FEET BELOW THE LEVEL OF THE TRACK.  SECTION 13, T44N, R4E.
 JC0483
 JC0483                          STATION RECOVERY (1995)
 JC0483
 JC0483'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0073 ***********************************************************************
 HD0073  DESIGNATION -  C 32
 HD0073  PID         -  HD0073
 HD0073  STATE/COUNTY-  MO/PULASKI
 HD0073  USGS QUAD   -  DIXON (1982)
 HD0073
 HD0073                         *CURRENT SURVEY CONTROL
 HD0073  ___________________________________________________________________
 HD0073* NAD 83(1986)-  37 58 02.     (N)    092 03 41.     (W)     SCALED    
 HD0073* NAVD 88     -       318.716  (meters)    1045.65   (feet)  ADJUSTED  
 HD0073  ___________________________________________________________________
 HD0073  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HD0073  DYNAMIC HT  -         318.483 (meters)    1044.89  (feet)  COMP
 HD0073  MODELED GRAV-     979,888.3   (mgal)                       NAVD 88
 HD0073
 HD0073  VERT ORDER  -  SECOND    CLASS 0
 HD0073
 HD0073.The horizontal coordinates were scaled from a topographic map and have
 HD0073.an estimated accuracy of +/- 6 seconds.
 HD0073
 HD0073.The orthometric height was determined by differential leveling
 HD0073.and adjusted by the National Geodetic Survey in June 1991..
 HD0073.WARNING-Repeat measurements at this control monument indicate possible
 HD0073.vertical movement.
 HD0073
 HD0073.The geoid height was determined by GEOID03.
 HD0073
 HD0073.The dynamic height is computed by dividing the NAVD 88
 HD0073.geopotential number by the normal gravity value computed on the
 HD0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0073.degrees latitude (g = 980.6199 gals.).
 HD0073
 HD0073.The modeled gravity was interpolated from observed gravity values.
 HD0073
 HD0073;                    North         East    Units  Estimated Accuracy
 HD0073;SPC MO C     -   236,890.      538,540.      MT  (+/- 180 meters Scaled)
 HD0073
 HD0073                          SUPERSEDED SURVEY CONTROL
 HD0073
 HD0073  NGVD 29 (??/??/92)  318.643  (m)         1045.41   (f) ADJ UNCH    2 0
 HD0073
 HD0073.Superseded values are not recommended for survey control.
 HD0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0073.See file dsdata.txt to determine how the superseded data were derived.
 HD0073
 HD0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC824025(NAD 83)
 HD0073_MARKER: DB = BENCH MARK DISK
 HD0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0073_STAMPING: C 32 1934
 HD0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0073+STABILITY: SURFACE MOTION
 HD0073
 HD0073  HISTORY     - Date     Condition        Report By
 HD0073  HISTORY     - 1934     MONUMENTED       CGS
 HD0073  HISTORY     - 1938     GOOD             NGS
 HD0073  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HD0073  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HD0073
 HD0073                          STATION DESCRIPTION
 HD0073
 HD0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0073'4.2 MI NE FROM DIXON.
 HD0073'4.2 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0073'FROM DIXON, PULASKI COUNTY, 11 POLES SOUTHWEST OF MILEPOST 130,
 HD0073'100 FEET NORTHEAST OF A ROAD CROSSING, 18 FEET EAST OF THE CENTER
 HD0073'OF A GATE, AND 10.8 FEET EAST OF A RED OAK TREE.  A STANDARD DISK,
 HD0073'STAMPED C 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HD0073
 HD0073                          STATION RECOVERY (1975)
 HD0073
 HD0073'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HD0073'MARK NOT FOUND.
 HD0073
 HD0073                          STATION RECOVERY (1975)
 HD0073
 HD0073'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HD0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1182 ***********************************************************************
 JC1182  DESIGNATION -  C 323
 JC1182  PID         -  JC1182
 JC1182  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1182  USGS QUAD   -  GRANITE CITY (1998)
 JC1182
 JC1182                         *CURRENT SURVEY CONTROL
 JC1182  ___________________________________________________________________
 JC1182* NAD 83(1986)-  38 44 28.     (N)    090 12 11.     (W)     SCALED    
 JC1182* NAVD 88     -       130.157  (meters)     427.02   (feet)  ADJUSTED  
 JC1182  ___________________________________________________________________
 JC1182  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JC1182  DYNAMIC HT  -         130.075 (meters)     426.75  (feet)  COMP
 JC1182  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JC1182
 JC1182  VERT ORDER  -  FIRST     CLASS II
 JC1182
 JC1182.The horizontal coordinates were scaled from a topographic map and have
 JC1182.an estimated accuracy of +/- 6 seconds.
 JC1182
 JC1182.The orthometric height was determined by differential leveling
 JC1182.and adjusted by the National Geodetic Survey in June 1991..
 JC1182
 JC1182.The geoid height was determined by GEOID03.
 JC1182
 JC1182.The dynamic height is computed by dividing the NAVD 88
 JC1182.geopotential number by the normal gravity value computed on the
 JC1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1182.degrees latitude (g = 980.6199 gals.).
 JC1182
 JC1182.The modeled gravity was interpolated from observed gravity values.
 JC1182
 JC1182;                    North         East    Units  Estimated Accuracy
 JC1182;SPC MO E     -   322,740.      275,820.      MT  (+/- 180 meters Scaled)
 JC1182
 JC1182                          SUPERSEDED SURVEY CONTROL
 JC1182
 JC1182  NGVD 29 (??/??/??)  130.123  (m)          426.91   (f) ADJUSTED    1 2
 JC1182
 JC1182.Superseded values are not recommended for survey control.
 JC1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1182.See file dsdata.txt to determine how the superseded data were derived.
 JC1182
 JC1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC430917(NAD 83)
 JC1182_MARKER: I = METAL ROD
 JC1182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1182_SP_SET: STAINLESS STEEL ROD
 JC1182_STAMPING: C 323 1981
 JC1182_MARK LOGO: NGS   
 JC1182_PROJECTION: FLUSH
 JC1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1182+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 JC1182_ROD/PIPE-DEPTH: 9.8  meters
 JC1182
 JC1182  HISTORY     - Date     Condition        Report By
 JC1182  HISTORY     - 1981     MONUMENTED       NGS
 JC1182  HISTORY     - 19910326 MARK NOT FOUND   USPSQD
 JC1182  HISTORY     - 20030411 GOOD             GEOCAC
 JC1182
 JC1182                          STATION DESCRIPTION
 JC1182
 JC1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1182'IN ST LOUIS.
 JC1182'IN ST LOUIS AT THE SOUTHEAST ANGLE OF THE JUNCTION OF RIVERVIEW DRIVE
 JC1182'AND BLUFF DRIVE, IN LINE WITH THE EXTENDED CENTER OF BLUFF DRIVE,
 JC1182'24.39 METERS (80.0 FEET) SOUTHEAST OF THE CENTER LINE OF RIVERVIEW
 JC1182'DRIVE, 3.66 METERS (12.5 FEET) SOUTHEAST OF THE SOUTHEAST RAIL OF A
 JC1182'SET OF TRACKS, AND 0.73 METER (2.4 FEET) NORTHWEST OF A POWER POLE.
 JC1182'THE MARK IS 0.33 METERS  NE FROM A WITNESS POST.
 JC1182'THE MARK IS 0.6 M BELOW ROAD.
 JC1182
 JC1182                          STATION RECOVERY (1991)
 JC1182
 JC1182'RECOVERY NOTE BY US POWER SQUADRON 1991 (DWS)
 JC1182'MARK NOT FOUND.
 JC1182
 JC1182                          STATION RECOVERY (2003)
 JC1182
 JC1182'RECOVERY NOTE BY GEOCACHING 2003
 JC1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1289 ***********************************************************************
 HB1289  DESIGNATION -  C 325
 HB1289  PID         -  HB1289
 HB1289  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1289  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1289
 HB1289                         *CURRENT SURVEY CONTROL
 HB1289  ___________________________________________________________________
 HB1289* NAD 83(1986)-  37 16 27.     (N)    089 33 36.     (W)     SCALED    
 HB1289* NAVD 88     -       112.353  (meters)     368.61   (feet)  ADJUSTED  
 HB1289  ___________________________________________________________________
 HB1289  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB1289  DYNAMIC HT  -         112.272 (meters)     368.35  (feet)  COMP
 HB1289  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HB1289
 HB1289  VERT ORDER  -  FIRST     CLASS II
 HB1289
 HB1289.The horizontal coordinates were scaled from a topographic map and have
 HB1289.an estimated accuracy of +/- 6 seconds.
 HB1289
 HB1289.The orthometric height was determined by differential leveling
 HB1289.and adjusted by the National Geodetic Survey in June 1991..
 HB1289
 HB1289.The geoid height was determined by GEOID03.
 HB1289
 HB1289.The dynamic height is computed by dividing the NAVD 88
 HB1289.geopotential number by the normal gravity value computed on the
 HB1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1289.degrees latitude (g = 980.6199 gals.).
 HB1289
 HB1289.The modeled gravity was interpolated from observed gravity values.
 HB1289
 HB1289;                    North         East    Units  Estimated Accuracy
 HB1289;SPC MO E     -   160,290.      333,370.      MT  (+/- 180 meters Scaled)
 HB1289
 HB1289                          SUPERSEDED SURVEY CONTROL
 HB1289
 HB1289  NGVD 29 (??/??/??)  112.246  (m)          368.26   (f) ADJUSTED    1 2
 HB1289
 HB1289.Superseded values are not recommended for survey control.
 HB1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1289.See file dsdata.txt to determine how the superseded data were derived.
 HB1289
 HB1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG730283(NAD 83)
 HB1289_MARKER: I = METAL ROD
 HB1289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1289_SP_SET: STAINLESS STEEL ROD
 HB1289_STAMPING: C 325 1981
 HB1289_MARK LOGO: NGS   
 HB1289_PROJECTION: FLUSH
 HB1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1289+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2002
 HB1289_ROD/PIPE-DEPTH: 9.8  meters
 HB1289
 HB1289  HISTORY     - Date     Condition        Report By
 HB1289  HISTORY     - 1981     MONUMENTED       NGS
 HB1289  HISTORY     - 20020822 GOOD             USACE
 HB1289
 HB1289                          STATION DESCRIPTION
 HB1289
 HB1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1289'IN CAPE GIRARDEAU.
 HB1289'IN CAPE GIRARDEAU, 0.8 KILOMETER (0.5 MILE) SOUTHWEST ALONG U.S.
 HB1289'HIGHWAY 61 AND STATE HIGHWAY 74 FROM THE INTERSECTION OF U.S. HIGHWAY
 HB1289'61 AND STATE HIGHWAY 74 TO THE MARK ON THE LEFT, 14.63 METERS (48.0
 HB1289'FEET) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANE, 8.23 METERSS
 HB1289'(27.0 FEET) WEST OF A FENCE PARALLELING THE HIGHWAY, 0.55 METER (1.8
 HB1289'FEET) SOUTH OF A POWER POLE.
 HB1289'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 HB1289'THE MARK IS 1.22 M BELOW HIGHWAY.
 HB1289
 HB1289                          STATION RECOVERY (2002)
 HB1289
 HB1289'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1289'THE STATION IS FOUND BY INTERSECTION OF SOUTHERN EXPRESSWAY, OLD HWY
 HB1289'74, AND S. KINDSHIGHWAY, OLD HWY 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0970 ***********************************************************************
 KD0970  DESIGNATION -  C 326
 KD0970  PID         -  KD0970
 KD0970  STATE/COUNTY-  MO/SALINE
 KD0970  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0970
 KD0970                         *CURRENT SURVEY CONTROL
 KD0970  ___________________________________________________________________
 KD0970* NAD 83(1986)-  39 06 33.     (N)    093 11 42.     (W)     SCALED    
 KD0970* NAVD 88     -       223.912  (meters)     734.62   (feet)  ADJUSTED  
 KD0970  ___________________________________________________________________
 KD0970  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0970  DYNAMIC HT  -         223.773 (meters)     734.16  (feet)  COMP
 KD0970  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 KD0970
 KD0970  VERT ORDER  -  FIRST     CLASS II
 KD0970
 KD0970.The horizontal coordinates were scaled from a topographic map and have
 KD0970.an estimated accuracy of +/- 6 seconds.
 KD0970
 KD0970.The orthometric height was determined by differential leveling
 KD0970.and adjusted by the National Geodetic Survey in June 1991..
 KD0970
 KD0970.The geoid height was determined by GEOID03.
 KD0970
 KD0970.The dynamic height is computed by dividing the NAVD 88
 KD0970.geopotential number by the normal gravity value computed on the
 KD0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0970.degrees latitude (g = 980.6199 gals.).
 KD0970
 KD0970.The modeled gravity was interpolated from observed gravity values.
 KD0970
 KD0970;                    North         East    Units  Estimated Accuracy
 KD0970;SPC MO C     -   363,780.      439,890.      MT  (+/- 180 meters Scaled)
 KD0970
 KD0970                          SUPERSEDED SURVEY CONTROL
 KD0970
 KD0970.No superseded survey control is available for this station.
 KD0970
 KD0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD831289(NAD 83)
 KD0970_MARKER: I = METAL ROD
 KD0970_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0970_SP_SET: STAINLESS STEEL ROD
 KD0970_STAMPING: C 326 1986
 KD0970_MARK LOGO: NGS   
 KD0970_PROJECTION: RECESSED 1 CENTIMETERS
 KD0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0970_ROD/PIPE-DEPTH: 12.5 meters
 KD0970
 KD0970  HISTORY     - Date     Condition        Report By
 KD0970  HISTORY     - 1986     MONUMENTED       NGS
 KD0970
 KD0970                          STATION DESCRIPTION
 KD0970
 KD0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0970'IN MARSHALL.
 KD0970'IN MARSHALL, AT THE INTERSECTION OF ODELL AVENUE AND COLLEGE STREET,
 KD0970'34.2 M (112.2 FT) NORTH OF THE CENTER OF THE WEST BOUND STREET LANES,
 KD0970'8.9 M (29.2 FT) EAST OF THE AVENUE CENTER, 6.9 M (22.6 FT) WEST OF THE
 KD0970'NORTHWEST CORNER OF THE PIZZA HUT, AND 0.8 M (2.6 FT) SOUTH OF A
 KD0970'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KD0970'LOGO CAP.
 KD0970'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1099 ***********************************************************************
 KE1099  DESIGNATION -  C 327
 KE1099  PID         -  KE1099
 KE1099  STATE/COUNTY-  MO/JACKSON
 KE1099  USGS QUAD   -  KANSAS CITY (1991)
 KE1099
 KE1099                         *CURRENT SURVEY CONTROL
 KE1099  ___________________________________________________________________
 KE1099* NAD 83(1986)-  39 05 35.     (N)    094 35 27.     (W)     SCALED    
 KE1099* NAVD 88     -       273.664  (meters)     897.85   (feet)  ADJUSTED  
 KE1099  ___________________________________________________________________
 KE1099  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1099  DYNAMIC HT  -         273.487 (meters)     897.27  (feet)  COMP
 KE1099  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 KE1099
 KE1099  VERT ORDER  -  FIRST     CLASS II
 KE1099
 KE1099.The horizontal coordinates were scaled from a topographic map and have
 KE1099.an estimated accuracy of +/- 6 seconds.
 KE1099
 KE1099.The orthometric height was determined by differential leveling
 KE1099.and adjusted by the National Geodetic Survey in June 1991..
 KE1099
 KE1099.The geoid height was determined by GEOID03.
 KE1099
 KE1099.The dynamic height is computed by dividing the NAVD 88
 KE1099.geopotential number by the normal gravity value computed on the
 KE1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1099.degrees latitude (g = 980.6199 gals.).
 KE1099
 KE1099.The modeled gravity was interpolated from observed gravity values.
 KE1099
 KE1099;                    North         East    Units  Estimated Accuracy
 KE1099;SPC MO W     -   324,780.      842,140.      MT  (+/- 180 meters Scaled)
 KE1099
 KE1099                          SUPERSEDED SURVEY CONTROL
 KE1099
 KE1099.No superseded survey control is available for this station.
 KE1099
 KE1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD624283(NAD 83)
 KE1099_MARKER: DB = BENCH MARK DISK
 KE1099_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1099_SP_SET: BRIDGE ABUTMENT
 KE1099_STAMPING: C 327 1986
 KE1099_MARK LOGO: NGS   
 KE1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1099+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2004
 KE1099
 KE1099  HISTORY     - Date     Condition        Report By
 KE1099  HISTORY     - 1986     MONUMENTED       NGS
 KE1099  HISTORY     - 20040709 GOOD             GEOCAC
 KE1099
 KE1099                          STATION DESCRIPTION
 KE1099
 KE1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1099'IN KANSAS CITY.
 KE1099'IN KANSAS CITY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 35 AND 17TH
 KE1099'STREET, SET VERTICALLY IN THE NORTH FACE OF THE SOUTH CONCRETE
 KE1099'ABUTMENT OF THE SOUTH BOUND HIGHWAY OVERPASS OF THE STREET, 9.4 M
 KE1099'(30.8 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 KE1099'9.3 M (30.5 FT) SOUTH OF THE CENTER OF THE STREET, AND 0.5 M (1.6 FT)
 KE1099'EAST OF THE WEST END OF THE ABUTMENT.
 KE1099'THE MARK IS 1.5 M ABOVE A SIDEWALK.
 KE1099
 KE1099                          STATION RECOVERY (2004)
 KE1099
 KE1099'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1102 ***********************************************************************
 KE1102  DESIGNATION -  C 328
 KE1102  PID         -  KE1102
 KE1102  STATE/COUNTY-  MO/JACKSON
 KE1102  USGS QUAD   -  KANSAS CITY (1991)
 KE1102
 KE1102                         *CURRENT SURVEY CONTROL
 KE1102  ___________________________________________________________________
 KE1102* NAD 83(1986)-  39 05 46.     (N)    094 33 05.     (W)     SCALED    
 KE1102* NAVD 88     -       262.822  (meters)     862.28   (feet)  ADJUSTED  
 KE1102  ___________________________________________________________________
 KE1102  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE1102  DYNAMIC HT  -         262.653 (meters)     861.72  (feet)  COMP
 KE1102  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 KE1102
 KE1102  VERT ORDER  -  FIRST     CLASS II
 KE1102
 KE1102.The horizontal coordinates were scaled from a topographic map and have
 KE1102.an estimated accuracy of +/- 6 seconds.
 KE1102
 KE1102.The orthometric height was determined by differential leveling
 KE1102.and adjusted by the National Geodetic Survey in June 1991..
 KE1102
 KE1102.The geoid height was determined by GEOID03.
 KE1102
 KE1102.The dynamic height is computed by dividing the NAVD 88
 KE1102.geopotential number by the normal gravity value computed on the
 KE1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1102.degrees latitude (g = 980.6199 gals.).
 KE1102
 KE1102.The modeled gravity was interpolated from observed gravity values.
 KE1102
 KE1102;                    North         East    Units  Estimated Accuracy
 KE1102;SPC MO W     -   325,120.      845,560.      MT  (+/- 180 meters Scaled)
 KE1102
 KE1102                          SUPERSEDED SURVEY CONTROL
 KE1102
 KE1102.No superseded survey control is available for this station.
 KE1102
 KE1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD658285(NAD 83)
 KE1102_MARKER: DB = BENCH MARK DISK
 KE1102_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1102_SP_SET: PIER
 KE1102_STAMPING: C 328 1986
 KE1102_MARK LOGO: NGS   
 KE1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1102+STABILITY: POSITION/ELEVATION WELL
 KE1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1102+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 KE1102
 KE1102  HISTORY     - Date     Condition        Report By
 KE1102  HISTORY     - 1986     MONUMENTED       NGS
 KE1102  HISTORY     - 20050820 GOOD             GEOCAC
 KE1102
 KE1102                          STATION DESCRIPTION
 KE1102
 KE1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1102'IN KANSAS CITY.
 KE1102'IN KANSAS CITY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND
 KE1102'PROSPECT AVENUE, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY
 KE1102'1 OF 2 COLUMNS OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT OF THE
 KE1102'AVENUE OVERPASS OF THE HIGHWAY, AND 1.4 M (4.6 FT) SOUTH OF THE SOUTH
 KE1102'CURB OF THE EAST BOUND HIGHWAY LANES.
 KE1102'THE MARK IS 1.5 M ABOVE THE GROUND.
 KE1102
 KE1102                          STATION RECOVERY (2005)
 KE1102
 KE1102'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0975 ***********************************************************************
 KD0975  DESIGNATION -  C 329
 KD0975  PID         -  KD0975
 KD0975  STATE/COUNTY-  MO/SALINE
 KD0975  USGS QUAD   -  MARSHALL NORTH (1978)
 KD0975
 KD0975                         *CURRENT SURVEY CONTROL
 KD0975  ___________________________________________________________________
 KD0975* NAD 83(1986)-  39 08 05.     (N)    093 10 50.     (W)     SCALED    
 KD0975* NAVD 88     -       223.464  (meters)     733.15   (feet)  ADJUSTED  
 KD0975  ___________________________________________________________________
 KD0975  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0975  DYNAMIC HT  -         223.326 (meters)     732.70  (feet)  COMP
 KD0975  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 KD0975
 KD0975  VERT ORDER  -  FIRST     CLASS II
 KD0975
 KD0975.The horizontal coordinates were scaled from a topographic map and have
 KD0975.an estimated accuracy of +/- 6 seconds.
 KD0975
 KD0975.The orthometric height was determined by differential leveling
 KD0975.and adjusted by the National Geodetic Survey in June 1991..
 KD0975
 KD0975.The geoid height was determined by GEOID03.
 KD0975
 KD0975.The dynamic height is computed by dividing the NAVD 88
 KD0975.geopotential number by the normal gravity value computed on the
 KD0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0975.degrees latitude (g = 980.6199 gals.).
 KD0975
 KD0975.The modeled gravity was interpolated from observed gravity values.
 KD0975
 KD0975;                    North         East    Units  Estimated Accuracy
 KD0975;SPC MO C     -   366,610.      441,160.      MT  (+/- 180 meters Scaled)
 KD0975
 KD0975                          SUPERSEDED SURVEY CONTROL
 KD0975
 KD0975.No superseded survey control is available for this station.
 KD0975
 KD0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD843317(NAD 83)
 KD0975_MARKER: I = METAL ROD
 KD0975_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD0975_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD0975_STAMPING: C 329 1986
 KD0975_MARK LOGO: NGS   
 KD0975_PROJECTION: FLUSH
 KD0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD0975+STABILITY: POSITION/ELEVATION WELL
 KD0975_ROD/PIPE-DEPTH: 21.6 meters
 KD0975_SLEEVE-DEPTH  : 6.7 meters
 KD0975
 KD0975  HISTORY     - Date     Condition        Report By
 KD0975  HISTORY     - 1986     MONUMENTED       NGS
 KD0975  HISTORY     - 1990     GOOD             USPSQD
 KD0975
 KD0975                          STATION DESCRIPTION
 KD0975
 KD0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0975'3.4 KM (2.1 MI) EAST FROM MARSHALL.
 KD0975'3.4 KM (2.1 MI) EASTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0975'WITH U.S. HIGHWAY 65 IN MARSHALL, 40.0 M (131.2 FT) SOUTH OF THE
 KD0975'HIGHWAY CENTERLINE, 32.0 M (105.0 FT) WEST OF A PAVED ROAD CENTER,
 KD0975'17.7 KM (58.1 FT) SOUTHEAST OF A FENCE CORNER, AND 17.2 M (56.4 FT)
 KD0975'NORTHWEST OF THE SOUTHEAST END OF A FENCE.  NOTE--ACCESS TO DATUM
 KD0975'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0975'THE MARK IS 1.0 METERS  NE FROM  A WITNESS POST AND FENCE
 KD0975'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 KD0975
 KD0975                          STATION RECOVERY (1990)
 KD0975
 KD0975'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0245 ***********************************************************************
 JD0245  DESIGNATION -  C 33
 JD0245  PID         -  JD0245
 JD0245  STATE/COUNTY-  MO/MORGAN
 JD0245  USGS QUAD   -  BARNETT (1960)
 JD0245
 JD0245                         *CURRENT SURVEY CONTROL
 JD0245  ___________________________________________________________________
 JD0245* NAD 83(1986)-  38 22 41.     (N)    092 40 32.     (W)     SCALED    
 JD0245* NAVD 88     -       295.809  (meters)     970.50   (feet)  ADJUSTED  
 JD0245  ___________________________________________________________________
 JD0245  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JD0245  DYNAMIC HT  -         295.600 (meters)     969.81  (feet)  COMP
 JD0245  MODELED GRAV-     979,913.6   (mgal)                       NAVD 88
 JD0245
 JD0245  VERT ORDER  -  SECOND    CLASS 0
 JD0245
 JD0245.The horizontal coordinates were scaled from a topographic map and have
 JD0245.an estimated accuracy of +/- 6 seconds.
 JD0245
 JD0245.The orthometric height was determined by differential leveling
 JD0245.and adjusted by the National Geodetic Survey in June 1991..
 JD0245
 JD0245.The geoid height was determined by GEOID03.
 JD0245
 JD0245.The dynamic height is computed by dividing the NAVD 88
 JD0245.geopotential number by the normal gravity value computed on the
 JD0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0245.degrees latitude (g = 980.6199 gals.).
 JD0245
 JD0245.The modeled gravity was interpolated from observed gravity values.
 JD0245
 JD0245;                    North         East    Units  Estimated Accuracy
 JD0245;SPC MO C     -   282,410.      484,660.      MT  (+/- 180 meters Scaled)
 JD0245
 JD0245                          SUPERSEDED SURVEY CONTROL
 JD0245
 JD0245  NGVD 29 (??/??/92)  295.728  (m)          970.23   (f) ADJ UNCH    2 0
 JD0245
 JD0245.Superseded values are not recommended for survey control.
 JD0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0245.See file dsdata.txt to determine how the superseded data were derived.
 JD0245
 JD0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC283478(NAD 83)
 JD0245_MARKER: DB = BENCH MARK DISK
 JD0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0245_STAMPING: C 33 1934
 JD0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0245+STABILITY: SURFACE MOTION
 JD0245
 JD0245  HISTORY     - Date     Condition        Report By
 JD0245  HISTORY     - 1934     MONUMENTED       CGS
 JD0245  HISTORY     - 1957     GOOD             NGS
 JD0245
 JD0245                          STATION DESCRIPTION
 JD0245
 JD0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JD0245'AT BARNETT.
 JD0245'AT BARNETT, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 JD0245'74 YARDS WEST OF THE WEST END OF THE STATION, 14 FEET SOUTH OF
 JD0245'THE CENTERLINE OF THE TRACK, AND 11.5 FEET SOUTH OF THE SOUTH
 JD0245'RAIL.  A STANDARD DISK, STAMPED C 33 1934 AND SET IN THE TOP
 JD0245'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0994 ***********************************************************************
 KD0994  DESIGNATION -  C 330
 KD0994  PID         -  KD0994
 KD0994  STATE/COUNTY-  MO/HOWARD
 KD0994  USGS QUAD   -  GLASGOW (1971)
 KD0994
 KD0994                         *CURRENT SURVEY CONTROL
 KD0994  ___________________________________________________________________
 KD0994* NAD 83(1986)-  39 12 17.     (N)    092 50 17.     (W)     SCALED    
 KD0994* NAVD 88     -       197.298  (meters)     647.30   (feet)  ADJUSTED  
 KD0994  ___________________________________________________________________
 KD0994  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0994  DYNAMIC HT  -         197.177 (meters)     646.90  (feet)  COMP
 KD0994  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 KD0994
 KD0994  VERT ORDER  -  FIRST     CLASS II
 KD0994
 KD0994.The horizontal coordinates were scaled from a topographic map and have
 KD0994.an estimated accuracy of +/- 6 seconds.
 KD0994
 KD0994.The orthometric height was determined by differential leveling
 KD0994.and adjusted by the National Geodetic Survey in June 1991..
 KD0994
 KD0994.The geoid height was determined by GEOID03.
 KD0994
 KD0994.The dynamic height is computed by dividing the NAVD 88
 KD0994.geopotential number by the normal gravity value computed on the
 KD0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0994.degrees latitude (g = 980.6199 gals.).
 KD0994
 KD0994.The modeled gravity was interpolated from observed gravity values.
 KD0994
 KD0994;                    North         East    Units  Estimated Accuracy
 KD0994;SPC MO C     -   374,210.      470,800.      MT  (+/- 180 meters Scaled)
 KD0994
 KD0994                          SUPERSEDED SURVEY CONTROL
 KD0994
 KD0994.No superseded survey control is available for this station.
 KD0994
 KD0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD139395(NAD 83)
 KD0994_MARKER: I = METAL ROD
 KD0994_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0994_SP_SET: STAINLESS STEEL ROD
 KD0994_STAMPING: C 330 1986
 KD0994_MARK LOGO: NGS   
 KD0994_PROJECTION: FLUSH
 KD0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0994_ROD/PIPE-DEPTH: 21.9 meters
 KD0994
 KD0994  HISTORY     - Date     Condition        Report By
 KD0994  HISTORY     - 1986     MONUMENTED       NGS
 KD0994
 KD0994                          STATION DESCRIPTION
 KD0994
 KD0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0994'2.3 KM (1.45 MI) SOUTH FROM GLASGOW.
 KD0994'2.2 KM (1.35 MI) SOUTHERLY ALONG STATE HIGHWAY 87 FROM ITS JUNCTION
 KD0994'WITH STATE HIGHWAY 240 IN GLASGOW, THENCE 0.1 KM (0.05 MI) EAST ALONG
 KD0994'COUNTY ROAD AA, 18.5 M (60.7 FT) SOUTH OF THE ROAD CENTER, 14.0 M
 KD0994'(45.9 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, AND 1.1 M (3.6 FT)
 KD0994'WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KD0994'5-INCH LOGO CAP.
 KD0994'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 KD0994'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2423 ***********************************************************************
 JD2423  DESIGNATION -  C 331
 JD2423  PID         -  JD2423
 JD2423  STATE/COUNTY-  MO/COOPER
 JD2423  USGS QUAD   -  LONE ELM (1985)
 JD2423
 JD2423                         *CURRENT SURVEY CONTROL
 JD2423  ___________________________________________________________________
 JD2423* NAD 83(1986)-  38 51 00.     (N)    092 37 59.     (W)     SCALED    
 JD2423* NAVD 88     -       242.300  (meters)     794.95   (feet)  ADJUSTED  
 JD2423  ___________________________________________________________________
 JD2423  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD2423  DYNAMIC HT  -         242.139 (meters)     794.42  (feet)  COMP
 JD2423  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 JD2423
 JD2423  VERT ORDER  -  FIRST     CLASS II
 JD2423
 JD2423.The horizontal coordinates were scaled from a topographic map and have
 JD2423.an estimated accuracy of +/- 6 seconds.
 JD2423
 JD2423.The orthometric height was determined by differential leveling
 JD2423.and adjusted by the National Geodetic Survey in June 1991..
 JD2423
 JD2423.The geoid height was determined by GEOID03.
 JD2423
 JD2423.The dynamic height is computed by dividing the NAVD 88
 JD2423.geopotential number by the normal gravity value computed on the
 JD2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2423.degrees latitude (g = 980.6199 gals.).
 JD2423
 JD2423.The modeled gravity was interpolated from observed gravity values.
 JD2423
 JD2423;                    North         East    Units  Estimated Accuracy
 JD2423;SPC MO C     -   334,790.      488,450.      MT  (+/- 180 meters Scaled)
 JD2423
 JD2423                          SUPERSEDED SURVEY CONTROL
 JD2423
 JD2423.No superseded survey control is available for this station.
 JD2423
 JD2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD318001(NAD 83)
 JD2423_MARKER: I = METAL ROD
 JD2423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2423_SP_SET: STAINLESS STEEL ROD
 JD2423_STAMPING: C 331 1986
 JD2423_MARK LOGO: NGS   
 JD2423_PROJECTION: FLUSH
 JD2423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2423_ROD/PIPE-DEPTH: 7.3  meters
 JD2423
 JD2423  HISTORY     - Date     Condition        Report By
 JD2423  HISTORY     - 1986     MONUMENTED       NGS
 JD2423
 JD2423                          STATION DESCRIPTION
 JD2423
 JD2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2423'18.5 KM (11.5 MI) SE FROM BOONVILLE.
 JD2423'18.5 KM (11.5 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2423'COURTHOUSE IN BOONVILLE, 15.8 M (51.8 FT) NORTHEAST OF THE HIGHWAY
 JD2423'CENTERLINE, 7.5 M (24.6 FT) NORTH OF THE CENTER OF A GRAVELED ROAD,
 JD2423'AND 6.8 M (22.3 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 JD2423'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2423'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST AND FENCE
 JD2423'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0944 ***********************************************************************
 KD0944  DESIGNATION -  C 332
 KD0944  PID         -  KD0944
 KD0944  STATE/COUNTY-  MO/LAFAYETTE
 KD0944  USGS QUAD   -  DOVER (1978)
 KD0944
 KD0944                         *CURRENT SURVEY CONTROL
 KD0944  ___________________________________________________________________
 KD0944* NAD 83(1986)-  39 11 42.     (N)    093 39 30.     (W)     SCALED    
 KD0944* NAVD 88     -       249.778  (meters)     819.48   (feet)  ADJUSTED  
 KD0944  ___________________________________________________________________
 KD0944  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0944  DYNAMIC HT  -         249.622 (meters)     818.97  (feet)  COMP
 KD0944  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 KD0944
 KD0944  VERT ORDER  -  FIRST     CLASS II
 KD0944
 KD0944.The horizontal coordinates were scaled from a topographic map and have
 KD0944.an estimated accuracy of +/- 6 seconds.
 KD0944
 KD0944.The orthometric height was determined by differential leveling
 KD0944.and adjusted by the National Geodetic Survey in June 1991..
 KD0944
 KD0944.The geoid height was determined by GEOID03.
 KD0944
 KD0944.The dynamic height is computed by dividing the NAVD 88
 KD0944.geopotential number by the normal gravity value computed on the
 KD0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0944.degrees latitude (g = 980.6199 gals.).
 KD0944
 KD0944.The modeled gravity was interpolated from observed gravity values.
 KD0944
 KD0944;                    North         East    Units  Estimated Accuracy
 KD0944;SPC MO W     -   336,430.      922,710.      MT  (+/- 180 meters Scaled)
 KD0944
 KD0944                          SUPERSEDED SURVEY CONTROL
 KD0944
 KD0944.No superseded survey control is available for this station.
 KD0944
 KD0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD431386(NAD 83)
 KD0944_MARKER: I = METAL ROD
 KD0944_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0944_SP_SET: STAINLESS STEEL ROD
 KD0944_STAMPING: C 332 1986
 KD0944_MARK LOGO: NGS   
 KD0944_PROJECTION: FLUSH
 KD0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0944_ROD/PIPE-DEPTH: 8.5  meters
 KD0944
 KD0944  HISTORY     - Date     Condition        Report By
 KD0944  HISTORY     - 1986     MONUMENTED       NGS
 KD0944
 KD0944                          STATION DESCRIPTION
 KD0944
 KD0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0944'19.9 KM (12.35 MI) EAST FROM LEXINGTON.
 KD0944'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 KD0944'IN LEXINGTON, THENCE 16.3 KM (10.1 MI) EASTERLY ALONG U.S. HIGHWAY 24,
 KD0944'150.0 M (492.1 FT) EAST OF THE EXTENDED CENTER OF COUNTY ROAD 181
 KD0944'LEADING NORTH, 12.1 M (39.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, AND
 KD0944'3.4 M (11.2 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT
 KD0944'IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0944'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KD0944'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2405 ***********************************************************************
 JD2405  DESIGNATION -  C 333
 JD2405  PID         -  JD2405
 JD2405  STATE/COUNTY-  MO/COLE
 JD2405  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2405
 JD2405                         *CURRENT SURVEY CONTROL
 JD2405  ___________________________________________________________________
 JD2405* NAD 83(1986)-  38 32 41.     (N)    092 07 36.     (W)     SCALED    
 JD2405* NAVD 88     -       220.064  (meters)     721.99   (feet)  ADJUSTED  
 JD2405  ___________________________________________________________________
 JD2405  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JD2405  DYNAMIC HT  -         219.916 (meters)     721.51  (feet)  COMP
 JD2405  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 JD2405
 JD2405  VERT ORDER  -  FIRST     CLASS II
 JD2405
 JD2405.The horizontal coordinates were scaled from a topographic map and have
 JD2405.an estimated accuracy of +/- 6 seconds.
 JD2405
 JD2405.The orthometric height was determined by differential leveling
 JD2405.and adjusted by the National Geodetic Survey in June 1991..
 JD2405
 JD2405.The geoid height was determined by GEOID03.
 JD2405
 JD2405.The dynamic height is computed by dividing the NAVD 88
 JD2405.geopotential number by the normal gravity value computed on the
 JD2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2405.degrees latitude (g = 980.6199 gals.).
 JD2405
 JD2405.The modeled gravity was interpolated from observed gravity values.
 JD2405
 JD2405;                    North         East    Units  Estimated Accuracy
 JD2405;SPC MO C     -   300,960.      532,550.      MT  (+/- 180 meters Scaled)
 JD2405
 JD2405                          SUPERSEDED SURVEY CONTROL
 JD2405
 JD2405.No superseded survey control is available for this station.
 JD2405
 JD2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC761666(NAD 83)
 JD2405_MARKER: DV = VERTICAL CONTROL DISK
 JD2405_SETTING: 66 = SET IN ROCK OUTCROP
 JD2405_SP_SET: IN A DRILL HOLE IN BEDROCK
 JD2405_STAMPING: C 333 1986
 JD2405_MARK LOGO: NGS   
 JD2405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2405+STABILITY: POSITION/ELEVATION WELL
 JD2405
 JD2405  HISTORY     - Date     Condition        Report By
 JD2405  HISTORY     - 1986     MONUMENTED       NGS
 JD2405  HISTORY     - 19890718 GOOD             NGS
 JD2405
 JD2405                          STATION DESCRIPTION
 JD2405
 JD2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2405'6.7 KM (4.15 MI) EAST FROM JEFFERSON CITY.
 JD2405'6.7 KM (4.15 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JD2405'U.S. HIGHWAY 54 IN JEFFERSON CITY, NEAR THE CENTER OF THE WESTERN 1/2
 JD2405'OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.3 KM (0.2 MI) WEST
 JD2405'OF THE INTERSECTION OF EASTWOOD DRIVE, 20.5 M (67.3 FT) EAST OF THE
 JD2405'WEST END OF THE EXPOSED AREA OF BEDROCK, AND 10.9 M (35.8 FT) NORTH OF
 JD2405'THE WEST BOUND HIGHWAY CENTERLINE.
 JD2405'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JD2405
 JD2405                          STATION RECOVERY (1989)
 JD2405
 JD2405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD2405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1342 ***********************************************************************
 JC1342  DESIGNATION -  C 334
 JC1342  PID         -  JC1342
 JC1342  STATE/COUNTY-  MO/FRANKLIN
 JC1342  USGS QUAD   -  DISSEN (1973)
 JC1342
 JC1342                         *CURRENT SURVEY CONTROL
 JC1342  ___________________________________________________________________
 JC1342* NAD 83(1986)-  38 36 53.     (N)    091 17 21.     (W)     SCALED    
 JC1342* NAVD 88     -       216.865  (meters)     711.50   (feet)  ADJUSTED  
 JC1342  ___________________________________________________________________
 JC1342  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JC1342  DYNAMIC HT  -         216.727 (meters)     711.05  (feet)  COMP
 JC1342  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 JC1342
 JC1342  VERT ORDER  -  FIRST     CLASS II
 JC1342
 JC1342.The horizontal coordinates were scaled from a topographic map and have
 JC1342.an estimated accuracy of +/- 6 seconds.
 JC1342
 JC1342.The orthometric height was determined by differential leveling
 JC1342.and adjusted by the National Geodetic Survey in June 1991..
 JC1342
 JC1342.The geoid height was determined by GEOID03.
 JC1342
 JC1342.The dynamic height is computed by dividing the NAVD 88
 JC1342.geopotential number by the normal gravity value computed on the
 JC1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1342.degrees latitude (g = 980.6199 gals.).
 JC1342
 JC1342.The modeled gravity was interpolated from observed gravity values.
 JC1342
 JC1342;                    North         East    Units  Estimated Accuracy
 JC1342;SPC MO E     -   308,960.      181,270.      MT  (+/- 180 meters Scaled)
 JC1342
 JC1342                          SUPERSEDED SURVEY CONTROL
 JC1342
 JC1342.No superseded survey control is available for this station.
 JC1342
 JC1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC489754(NAD 83)
 JC1342_MARKER: I = METAL ROD
 JC1342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1342_SP_SET: STAINLESS STEEL ROD
 JC1342_STAMPING: C 334 1986
 JC1342_MARK LOGO: NGS   
 JC1342_PROJECTION: RECESSED 1 CENTIMETERS
 JC1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1342_ROD/PIPE-DEPTH: 5.5  meters
 JC1342
 JC1342  HISTORY     - Date     Condition        Report By
 JC1342  HISTORY     - 1986     MONUMENTED       NGS
 JC1342
 JC1342                          STATION DESCRIPTION
 JC1342
 JC1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1342'18.0 KM (11.2 MI) EAST FROM HERMANN.
 JC1342'18.0 KM (11.2 MI) EASTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1342'IN HERMANN, 1.1 KM (0.7 MI) SOUTHEAST OF THE INTERSECTION OF COUNTY
 JC1342'ROAD B, 13.6 M (44.6 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 8.4 M
 JC1342'(27.6 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING NORTHWEST TO A
 JC1342'HOUSE, AND 4.8 M (15.7 FT0 NORTHWEST OF THE CENTER OF A FIELD ENTRANCE
 JC1342'AND GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JC1342'CAP.
 JC1342'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 JC1342'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1364 ***********************************************************************
 JC1364  DESIGNATION -  C 335
 JC1364  PID         -  JC1364
 JC1364  STATE/COUNTY-  MO/GASCONADE
 JC1364  USGS QUAD   -  GASCONADE (1974)
 JC1364
 JC1364                         *CURRENT SURVEY CONTROL
 JC1364  ___________________________________________________________________
 JC1364* NAD 83(1986)-  38 38 40.     (N)    091 31 33.     (W)     SCALED    
 JC1364* NAVD 88     -       164.178  (meters)     538.64   (feet)  ADJUSTED  
 JC1364  ___________________________________________________________________
 JC1364  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JC1364  DYNAMIC HT  -         164.070 (meters)     538.29  (feet)  COMP
 JC1364  MODELED GRAV-     979,966.0   (mgal)                       NAVD 88
 JC1364
 JC1364  VERT ORDER  -  FIRST     CLASS II
 JC1364
 JC1364.The horizontal coordinates were scaled from a topographic map and have
 JC1364.an estimated accuracy of +/- 6 seconds.
 JC1364
 JC1364.The orthometric height was determined by differential leveling
 JC1364.and adjusted by the National Geodetic Survey in June 1991..
 JC1364
 JC1364.The geoid height was determined by GEOID03.
 JC1364
 JC1364.The dynamic height is computed by dividing the NAVD 88
 JC1364.geopotential number by the normal gravity value computed on the
 JC1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1364.degrees latitude (g = 980.6199 gals.).
 JC1364
 JC1364.The modeled gravity was interpolated from observed gravity values.
 JC1364
 JC1364;                    North         East    Units  Estimated Accuracy
 JC1364;SPC MO E     -   312,460.      160,700.      MT  (+/- 180 meters Scaled)
 JC1364
 JC1364                          SUPERSEDED SURVEY CONTROL
 JC1364
 JC1364.No superseded survey control is available for this station.
 JC1364
 JC1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC282783(NAD 83)
 JC1364_MARKER: DB = BENCH MARK DISK
 JC1364_SETTING: 66 = SET IN ROCK OUTCROP
 JC1364_SP_SET: ROCK OUTCROP
 JC1364_STAMPING: C 335 1986
 JC1364_MARK LOGO: NGS   
 JC1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1364+STABILITY: POSITION/ELEVATION WELL
 JC1364
 JC1364  HISTORY     - Date     Condition        Report By
 JC1364  HISTORY     - 1986     MONUMENTED       NGS
 JC1364
 JC1364                          STATION DESCRIPTION
 JC1364
 JC1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1364'12.6 KM (7.8 MI) WEST FROM HERMANN.
 JC1364'12.6 KM (7.85 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1364'IN HERMANN, NEAR THE CENTER OF THE NORTHWESTERN 1/4 OF A 6 BY 48 FOOT
 JC1364'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) EAST OF A HIGHWAY
 JC1364'BRIDGE SPANNING A SMALL CREEK, 21.3 M (69.9 FT) NORTH OF THE
 JC1364'CENTERLINE OF THE HIGHWAY, 6.4 M (21.0 FT) SOUTH OF THE WEST END OF A
 JC1364'FENCE, AND 4.0 M (13.1 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 JC1364'OUTCROP.
 JC1364'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1075 ***********************************************************************
 HC1075  DESIGNATION -  C 336
 HC1075  PID         -  HC1075
 HC1075  STATE/COUNTY-  MO/TEXAS
 HC1075  USGS QUAD   -  HOUSTON (1981)
 HC1075
 HC1075                         *CURRENT SURVEY CONTROL
 HC1075  ___________________________________________________________________
 HC1075* NAD 83(1986)-  37 19 40.     (N)    091 57 01.     (W)     SCALED    
 HC1075* NAVD 88     -       330.558  (meters)    1084.51   (feet)  ADJUSTED  
 HC1075  ___________________________________________________________________
 HC1075  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 HC1075  DYNAMIC HT  -         330.289 (meters)    1083.62  (feet)  COMP
 HC1075  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HC1075
 HC1075  VERT ORDER  -  FIRST     CLASS II
 HC1075
 HC1075.The horizontal coordinates were scaled from a topographic map and have
 HC1075.an estimated accuracy of +/- 6 seconds.
 HC1075
 HC1075.The orthometric height was determined by differential leveling
 HC1075.and adjusted by the National Geodetic Survey in June 1991..
 HC1075
 HC1075.The geoid height was determined by GEOID03.
 HC1075
 HC1075.The dynamic height is computed by dividing the NAVD 88
 HC1075.geopotential number by the normal gravity value computed on the
 HC1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1075.degrees latitude (g = 980.6199 gals.).
 HC1075
 HC1075.The modeled gravity was interpolated from observed gravity values.
 HC1075
 HC1075;                    North         East    Units  Estimated Accuracy
 HC1075;SPC MO C     -   165,970.      548,720.      MT  (+/- 180 meters Scaled)
 HC1075
 HC1075                          SUPERSEDED SURVEY CONTROL
 HC1075
 HC1075  NGVD 29 (10/05/93)  330.428  (m)         1084.08   (f) ADJUSTED    1 2
 HC1075
 HC1075.Superseded values are not recommended for survey control.
 HC1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1075.See file dsdata.txt to determine how the superseded data were derived.
 HC1075
 HC1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB929317(NAD 83)
 HC1075_MARKER: DV = VERTICAL CONTROL DISK
 HC1075_SETTING: 66 = SET IN ROCK OUTCROP
 HC1075_SP_SET: IN A DRILL HOLE IN BEDROCK
 HC1075_STAMPING: C 336 1986
 HC1075_MARK LOGO: NGS   
 HC1075_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC1075+STABILITY: POSITION/ELEVATION WELL
 HC1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1075+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1994
 HC1075
 HC1075  HISTORY     - Date     Condition        Report By
 HC1075  HISTORY     - 1986     MONUMENTED       NGS
 HC1075  HISTORY     - 19940706 GOOD             MODNR
 HC1075
 HC1075                          STATION DESCRIPTION
 HC1075
 HC1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1075'IN HOUSTON, AT THE INTERSECTION OF U.S. HIGHWAY 63 AND COUNTY ROAD
 HC1075'B, NEAR THE CENTER OF AN 8.0 BY 24.0 FOOT EXPOSED AREA OF OUTCROPPING
 HC1075'BEDROCK, 41.5 M (136.2 FT) NORTH OF THE CENTERLINE OF THE ROAD, 18.5
 HC1075'M (60.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.3 M
 HC1075'(4.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 HC1075
 HC1075                          STATION RECOVERY (1994)
 HC1075
 HC1075'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HC1075'THIS MARK WAS RECOVERED IN GOOD CONDITION, BUT DUE TO HIGHWAY
 HC1075'CONSTRUCTION IT WILL BE DESTROYED. A NEW BENCH MARK DISK WAS PLACED IN
 HC1075'A CONCRETE BOX CULVERT A SHORT DISTANCE AWAY. FOR INFORMATION ON THIS
 HC1075'RESET MARK SEE C 336 RESET 1994.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7382 ***********************************************************************
 AA7382  DESIGNATION -  C 336 RESET
 AA7382  PID         -  AA7382
 AA7382  STATE/COUNTY-  MO/TEXAS
 AA7382  USGS QUAD   -  RAYMONDVILLE (1951)
 AA7382
 AA7382                         *CURRENT SURVEY CONTROL
 AA7382  ___________________________________________________________________
 AA7382* NAD 83(1986)-  37 19 40.     (N)    091 52 00.     (W)     SCALED    
 AA7382* NAVD 88     -       330.78   (+/-2cm)    1085.2    (feet)  VERTCON   
 AA7382  ___________________________________________________________________
 AA7382  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AA7382
 AA7382  VERT ORDER  -  THIRD (See Below)
 AA7382
 AA7382.The horizontal coordinates were scaled from a topographic map and have
 AA7382.an estimated accuracy of +/- 6 seconds.
 AA7382
 AA7382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7382.The vertical order pertains to the NGVD 29 superseded value.
 AA7382
 AA7382.The geoid height was determined by GEOID03.
 AA7382
 AA7382;                    North         East    Units  Estimated Accuracy
 AA7382;SPC MO C     -   166,020.      556,130.      MT  (+/- 180 meters Scaled)
 AA7382
 AA7382                          SUPERSEDED SURVEY CONTROL
 AA7382
 AA7382  NGVD 29 (02/22/06)  330.65   (m)         1084.8    (f) RESET       3  
 AA7382
 AA7382.Superseded values are not recommended for survey control.
 AA7382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7382.See file dsdata.txt to determine how the superseded data were derived.
 AA7382
 AA7382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB004318(NAD 83)
 AA7382_MARKER: DV = VERTICAL CONTROL DISK
 AA7382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA7382_SP_SET: BOX CULVERT
 AA7382_STAMPING: C 336 RESET 1994
 AA7382_MARK LOGO: NGS   
 AA7382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7382+STABILITY: SURFACE MOTION
 AA7382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7382+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7382
 AA7382  HISTORY     - Date     Condition        Report By
 AA7382  HISTORY     - 1994     MONUMENTED       MODNR
 AA7382
 AA7382                          STATION DESCRIPTION
 AA7382
 AA7382'DESCRIBED BY MO DEPT OF NAT RES 1994 (BDC)
 AA7382'TO REACH FROM THE JUNCTION OF MISSOURI HIGHWAY 63 AND HIGHWAY B AT THE
 AA7382'NORTH EDGE OF THE TOWN OF HOUSTON, GO EAST ON HIGHWAY B FOR 495 FEET
 AA7382'TO A DOUBLE BOX CONCRETE CULVERT. THE BENCH MARK IS LOCATED IN THE
 AA7382'WEST END OF THE SOUTH HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1102 ***********************************************************************
 HC1102  DESIGNATION -  C 337
 HC1102  PID         -  HC1102
 HC1102  STATE/COUNTY-  MO/PHELPS
 HC1102  USGS QUAD   -  EDGAR SPRINGS (1954)
 HC1102
 HC1102                         *CURRENT SURVEY CONTROL
 HC1102  ___________________________________________________________________
 HC1102* NAD 83(1986)-  37 43 47.     (N)    091 51 27.     (W)     SCALED    
 HC1102* NAVD 88     -       358.704  (meters)    1176.85   (feet)  ADJUSTED  
 HC1102  ___________________________________________________________________
 HC1102  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HC1102  DYNAMIC HT  -         358.429 (meters)    1175.95  (feet)  COMP
 HC1102  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 HC1102
 HC1102  VERT ORDER  -  FIRST     CLASS II
 HC1102
 HC1102.The horizontal coordinates were scaled from a topographic map and have
 HC1102.an estimated accuracy of +/- 6 seconds.
 HC1102
 HC1102.The orthometric height was determined by differential leveling
 HC1102.and adjusted by the National Geodetic Survey in June 1991..
 HC1102
 HC1102.Photographs are available for this station.
 HC1102
 HC1102.The geoid height was determined by GEOID03.
 HC1102
 HC1102.The dynamic height is computed by dividing the NAVD 88
 HC1102.geopotential number by the normal gravity value computed on the
 HC1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1102.degrees latitude (g = 980.6199 gals.).
 HC1102
 HC1102.The modeled gravity was interpolated from observed gravity values.
 HC1102
 HC1102;                    North         East    Units  Estimated Accuracy
 HC1102;SPC MO C     -   210,630.      556,640.      MT  (+/- 180 meters Scaled)
 HC1102
 HC1102                          SUPERSEDED SURVEY CONTROL
 HC1102
 HC1102  NGVD 29 (10/05/93)  358.623  (m)         1176.58   (f) ADJUSTED    1 2
 HC1102
 HC1102.Superseded values are not recommended for survey control.
 HC1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1102.See file dsdata.txt to determine how the superseded data were derived.
 HC1102
 HC1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB006764(NAD 83)
 HC1102_MARKER: F = FLANGE-ENCASED ROD
 HC1102_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HC1102+WITH SETTING: INFORMATION.
 HC1102_SP_SET: METAL ROD DRIVEN INTO GROUND
 HC1102_STAMPING: C 337 1986
 HC1102_MARK LOGO: NGS   
 HC1102_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1102
 HC1102  HISTORY     - Date     Condition        Report By
 HC1102  HISTORY     - 1986     MONUMENTED       NGS
 HC1102  HISTORY     - 20010501 GOOD             NGS
 HC1102
 HC1102                          STATION DESCRIPTION
 HC1102
 HC1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1102'26.4 KM (16.4 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 HC1102'WITH STATE HIGHWAY 137 IN LICKING, A METAL ROD DRIVEN 1.9 M AND FLUSH
 HC1102'WITH GROUND, 97.0 M (318.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 HC1102'11.4 M (37.4 FT) EAST OF THE CENTERLINE OF OLD U.S. HIGHWAY 63, 4.6
 HC1102'M (15.1 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING EAST, 1.2 M
 HC1102'(3.9 FT) NORTH OF A FENCE CORNER, 0.3 M (1.0 FT) WEST OF A WITNESS
 HC1102'POST AND FENCE, AND LEVEL WITH THE OLD HIGHWAY.  NOTE--ACCESS TO
 HC1102'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HC1102
 HC1102                          STATION RECOVERY (2001)
 HC1102
 HC1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRD)
 HC1102'17.7 MILES (28.5 KM) SOUTH ALONG U.S.  HIGHWAY 63 FROM THE JUNCTION OF
 HC1102'KINGS HIGHWAY IN ROLLA, TO THE JUNCTION OF RD 6050, THENCE 0.05 MILE
 HC1102'(0.08 KM) EAST ALONG RD 6050 TO MARK ON RIGHT, A STAINLESS STEEL ROD
 HC1102'DRIVEN 1.9 M (6.2 FT) AND FLUSH WITH GROUND, 16.8 FT (5.1 M) NORTH OF
 HC1102'THE CENTERLINE OF A DIRT DRIVEWAY EAST 37.8 FT (11.5 M) EST OF THE
 HC1102'CENTRLINE OF OLD U.S.  HIGHWAY 63 3.8 FT (1.2 M) NORTHWEST OF A FENCE
 HC1102'POST CORNER 9.5 FT (2.9 M) SOUTH OF THE EXTENDED CENTERLINE OF RD
 HC1102'6050.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0990 ***********************************************************************
 KD0990  DESIGNATION -  C 338
 KD0990  PID         -  KD0990
 KD0990  STATE/COUNTY-  MO/SALINE
 KD0990  USGS QUAD   -  SALINE CITY (1971)
 KD0990
 KD0990                         *CURRENT SURVEY CONTROL
 KD0990  ___________________________________________________________________
 KD0990* NAD 83(1986)-  39 13 02.     (N)    092 54 11.     (W)     SCALED    
 KD0990* NAVD 88     -       187.653  (meters)     615.66   (feet)  ADJUSTED  
 KD0990  ___________________________________________________________________
 KD0990  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0990  DYNAMIC HT  -         187.539 (meters)     615.28  (feet)  COMP
 KD0990  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 KD0990
 KD0990  VERT ORDER  -  FIRST     CLASS II
 KD0990
 KD0990.The horizontal coordinates were scaled from a topographic map and have
 KD0990.an estimated accuracy of +/- 6 seconds.
 KD0990
 KD0990.The orthometric height was determined by differential leveling
 KD0990.and adjusted by the National Geodetic Survey in June 1991..
 KD0990
 KD0990.The geoid height was determined by GEOID03.
 KD0990
 KD0990.The dynamic height is computed by dividing the NAVD 88
 KD0990.geopotential number by the normal gravity value computed on the
 KD0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0990.degrees latitude (g = 980.6199 gals.).
 KD0990
 KD0990.The modeled gravity was interpolated from observed gravity values.
 KD0990
 KD0990;                    North         East    Units  Estimated Accuracy
 KD0990;SPC MO C     -   375,620.      465,190.      MT  (+/- 180 meters Scaled)
 KD0990
 KD0990                          SUPERSEDED SURVEY CONTROL
 KD0990
 KD0990.No superseded survey control is available for this station.
 KD0990
 KD0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD083408(NAD 83)
 KD0990_MARKER: I = METAL ROD
 KD0990_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0990_SP_SET: STAINLESS STEEL ROD
 KD0990_STAMPING: C 338 1986
 KD0990_MARK LOGO: NGS   
 KD0990_PROJECTION: FLUSH
 KD0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0990_ROD/PIPE-DEPTH: 24.4 meters
 KD0990
 KD0990  HISTORY     - Date     Condition        Report By
 KD0990  HISTORY     - 1986     MONUMENTED       NGS
 KD0990
 KD0990                          STATION DESCRIPTION
 KD0990
 KD0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0990'5.1 KM (3.15 MI) WEST FROM GLASGOW.
 KD0990'5.1 KM (3.15 MI) WESTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0990'WITH STATE HIGHWAY 87 IN GLASGOW, 0.3 KM (0.2 MI) SOUTH OF THE
 KD0990'INTERSECTION OF COUNTY ROAD 139, 14.8 M (48.6 FT) NORTHWEST OF A FIELD
 KD0990'ENTRANCE , 9.2 M (30.2 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 3.7 M
 KD0990'(12.1 FT) SOUTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX AND UTILITY
 KD0990'POLE NUMBER R 3H2 3, AND 0.9 M (3.0 FT) NORTHWEST OF A UTILITY POLE.
 KD0990'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0990'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KD0990'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1308 ***********************************************************************
 JC1308  DESIGNATION -  C 339
 JC1308  PID         -  JC1308
 JC1308  STATE/COUNTY-  MO/FRANKLIN
 JC1308  USGS QUAD   -  GRAY SUMMIT (1969)
 JC1308
 JC1308                         *CURRENT SURVEY CONTROL
 JC1308  ___________________________________________________________________
 JC1308* NAD 83(1986)-  38 29 07.     (N)    090 48 34.     (W)     SCALED    
 JC1308* NAVD 88     -       175.321  (meters)     575.20   (feet)  ADJUSTED  
 JC1308  ___________________________________________________________________
 JC1308  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JC1308  DYNAMIC HT  -         175.207 (meters)     574.83  (feet)  COMP
 JC1308  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 JC1308
 JC1308  VERT ORDER  -  FIRST     CLASS II
 JC1308
 JC1308.The horizontal coordinates were scaled from a topographic map and have
 JC1308.an estimated accuracy of +/- 6 seconds.
 JC1308
 JC1308.The orthometric height was determined by differential leveling
 JC1308.and adjusted by the National Geodetic Survey in June 1991..
 JC1308
 JC1308.The geoid height was determined by GEOID03.
 JC1308
 JC1308.The dynamic height is computed by dividing the NAVD 88
 JC1308.geopotential number by the normal gravity value computed on the
 JC1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1308.degrees latitude (g = 980.6199 gals.).
 JC1308
 JC1308.The modeled gravity was interpolated from observed gravity values.
 JC1308
 JC1308;                    North         East    Units  Estimated Accuracy
 JC1308;SPC MO E     -   294,340.      223,000.      MT  (+/- 180 meters Scaled)
 JC1308
 JC1308                          SUPERSEDED SURVEY CONTROL
 JC1308
 JC1308.No superseded survey control is available for this station.
 JC1308
 JC1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC910619(NAD 83)
 JC1308_MARKER: DB = BENCH MARK DISK
 JC1308_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC1308_SP_SET: BRIDGE ABUTMENT
 JC1308_STAMPING: C 339 1986
 JC1308_MARK LOGO: NGS   
 JC1308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1308+STABILITY: POSITION/ELEVATION WELL
 JC1308
 JC1308  HISTORY     - Date     Condition        Report By
 JC1308  HISTORY     - 1986     MONUMENTED       NGS
 JC1308
 JC1308                          STATION DESCRIPTION
 JC1308
 JC1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1308'IN GRAY SUMMIT.
 JC1308'IN GRAY SUMMIT, AT THE INTERSECTION OF INTERSTATE HIGHWAY 44, A PAVED
 JC1308'ROAD, AND THE MISSOURI PACIFIC RAILROAD, IN TOP OF AND 0.7 M (2.3 FT)
 JC1308'SOUTHEAST OF THE NORTHWEST END OF THE WEST CONCRETE ABUTMENT OF THE
 JC1308'ROAD OVERPASS OF THE HIGHWAY AND RAILROAD, 6.6 M (21.7 FT) NORTH OF
 JC1308'THE CENTERLINE OF THE ROAD.
 JC1308'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0571 ***********************************************************************
 HC0571  DESIGNATION -  C 34
 HC0571  PID         -  HC0571
 HC0571  STATE/COUNTY-  MO/TEXAS
 HC0571  USGS QUAD   -  LICKING (1981)
 HC0571
 HC0571                         *CURRENT SURVEY CONTROL
 HC0571  ___________________________________________________________________
 HC0571* NAD 83(1986)-  37 29 24.     (N)    091 51 19.     (W)     SCALED    
 HC0571* NAVD 88     -       401.040  (meters)    1315.75   (feet)  ADJUSTED  
 HC0571  ___________________________________________________________________
 HC0571  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HC0571  DYNAMIC HT  -         400.721 (meters)    1314.70  (feet)  COMP
 HC0571  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 HC0571
 HC0571  VERT ORDER  -  FIRST     CLASS II
 HC0571
 HC0571.The horizontal coordinates were scaled from a topographic map and have
 HC0571.an estimated accuracy of +/- 6 seconds.
 HC0571
 HC0571.The orthometric height was determined by differential leveling
 HC0571.and adjusted by the National Geodetic Survey in June 1991..
 HC0571
 HC0571.The geoid height was determined by GEOID03.
 HC0571
 HC0571.The dynamic height is computed by dividing the NAVD 88
 HC0571.geopotential number by the normal gravity value computed on the
 HC0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0571.degrees latitude (g = 980.6199 gals.).
 HC0571
 HC0571.The modeled gravity was interpolated from observed gravity values.
 HC0571
 HC0571;                    North         East    Units  Estimated Accuracy
 HC0571;SPC MO C     -   184,030.      557,010.      MT  (+/- 180 meters Scaled)
 HC0571
 HC0571                          SUPERSEDED SURVEY CONTROL
 HC0571
 HC0571  NGVD 29 (??/??/92)  400.929  (m)         1315.38   (f) ADJ UNCH    1 2
 HC0571
 HC0571.Superseded values are not recommended for survey control.
 HC0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0571.See file dsdata.txt to determine how the superseded data were derived.
 HC0571
 HC0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB011498(NAD 83)
 HC0571_MARKER: DB = BENCH MARK DISK
 HC0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0571_STAMPING: C 34 1934
 HC0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0571+STABILITY: SURFACE MOTION
 HC0571
 HC0571  HISTORY     - Date     Condition        Report By
 HC0571  HISTORY     - 1934     MONUMENTED       CGS
 HC0571  HISTORY     - 1935     GOOD             NGS
 HC0571  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0571  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0571  HISTORY     - 19890716 MARK NOT FOUND   NGS
 HC0571
 HC0571                          STATION DESCRIPTION
 HC0571
 HC0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0571'0.7 MI S FROM LICKING.
 HC0571'0.7 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM LICKING, TEXAS COUNTY,
 HC0571'18 FEET SOUTH OF A GRAVEL COUNTY ROAD, AND 45 FEET
 HC0571'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HC0571'C 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0571
 HC0571                          STATION RECOVERY (1977)
 HC0571
 HC0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0571'MARK NOT FOUND.
 HC0571
 HC0571                          STATION RECOVERY (1977)
 HC0571
 HC0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0571'MARK NOT FOUND.
 HC0571
 HC0571                          STATION RECOVERY (1989)
 HC0571
 HC0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1604 ***********************************************************************
 KE1604  DESIGNATION -  C 340
 KE1604  PID         -  KE1604
 KE1604  STATE/COUNTY-  MO/BUCHANAN
 KE1604  USGS QUAD   -  HALLS (1972)
 KE1604
 KE1604                         *CURRENT SURVEY CONTROL
 KE1604  ___________________________________________________________________
 KE1604* NAD 83(1986)-  39 38 56.     (N)    094 56 43.     (W)     SCALED    
 KE1604* NAVD 88     -       245.193  (meters)     804.44   (feet)  ADJUSTED  
 KE1604  ___________________________________________________________________
 KE1604  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KE1604  DYNAMIC HT  -         245.047 (meters)     803.96  (feet)  COMP
 KE1604  MODELED GRAV-     980,026.3   (mgal)                       NAVD 88
 KE1604
 KE1604  VERT ORDER  -  FIRST     CLASS II
 KE1604
 KE1604.The horizontal coordinates were scaled from a topographic map and have
 KE1604.an estimated accuracy of +/- 6 seconds.
 KE1604
 KE1604.The orthometric height was determined by differential leveling
 KE1604.and adjusted by the National Geodetic Survey in June 1991..
 KE1604
 KE1604.The geoid height was determined by GEOID03.
 KE1604
 KE1604.The dynamic height is computed by dividing the NAVD 88
 KE1604.geopotential number by the normal gravity value computed on the
 KE1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1604.degrees latitude (g = 980.6199 gals.).
 KE1604
 KE1604.The modeled gravity was interpolated from observed gravity values.
 KE1604
 KE1604;                    North         East    Units  Estimated Accuracy
 KE1604;SPC MO W     -   386,580.      811,780.      MT  (+/- 180 meters Scaled)
 KE1604
 KE1604                          SUPERSEDED SURVEY CONTROL
 KE1604
 KE1604.No superseded survey control is available for this station.
 KE1604
 KE1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD330905(NAD 83)
 KE1604_MARKER: I = METAL ROD
 KE1604_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KE1604_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KE1604_STAMPING: C 340 1989
 KE1604_MARK LOGO: NGS   
 KE1604_PROJECTION: FLUSH
 KE1604_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1604+STABILITY: POSITION/ELEVATION WELL
 KE1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1604+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KE1604_ROD/PIPE-DEPTH: 21.6 meters
 KE1604_SLEEVE-DEPTH  : 4.4 meters
 KE1604
 KE1604  HISTORY     - Date     Condition        Report By
 KE1604  HISTORY     - 1989     MONUMENTED       NGS
 KE1604  HISTORY     - 20060409 GOOD             GEOCAC
 KE1604
 KE1604                          STATION DESCRIPTION
 KE1604
 KE1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1604'9.5 KM (5.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION
 KE1604'WITH STATE HIGHWAY U IN ST JOSEPH, 22.5 M (73.8 FT) NORTHWEST OF THE
 KE1604'CENTERLINE OF THE HIGHWAY, 15.0 M (49.2 FT) NORTHEAST OF THE EXTENDED
 KE1604'CENTER OF A PAVED ROAD LEADING SOUTHWEST, 2.0 M (6.6 FT) SOUTHWEST OF
 KE1604'A UTILITY POLE WITH ONE GUY WIRE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 KE1604'THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 KE1604'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1604
 KE1604                          STATION RECOVERY (2006)
 KE1604
 KE1604'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1604'HH2 (NAD83) N39 38 54.1 W94 56 43.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2783 ***********************************************************************
 JD2783  DESIGNATION -  C 340
 JD2783  PID         -  JD2783
 JD2783  STATE/COUNTY-  MO/OSAGE
 JD2783  USGS QUAD   -  WESTPHALIA WEST (1987)
 JD2783
 JD2783                         *CURRENT SURVEY CONTROL
 JD2783  ___________________________________________________________________
 JD2783* NAD 83(1986)-  38 27 24.     (N)    092 00 23.     (W)     SCALED    
 JD2783* NAVD 88     -       240.008  (meters)     787.43   (feet)  ADJUSTED  
 JD2783  ___________________________________________________________________
 JD2783  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JD2783  DYNAMIC HT  -         239.844 (meters)     786.89  (feet)  COMP
 JD2783  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 JD2783
 JD2783  VERT ORDER  -  FIRST     CLASS II
 JD2783
 JD2783.The horizontal coordinates were scaled from a topographic map and have
 JD2783.an estimated accuracy of +/- 6 seconds.
 JD2783
 JD2783.The orthometric height was determined by differential leveling
 JD2783.and adjusted by the National Geodetic Survey in June 1991..
 JD2783
 JD2783.The geoid height was determined by GEOID03.
 JD2783
 JD2783.The dynamic height is computed by dividing the NAVD 88
 JD2783.geopotential number by the normal gravity value computed on the
 JD2783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2783.degrees latitude (g = 980.6199 gals.).
 JD2783
 JD2783.The modeled gravity was interpolated from observed gravity values.
 JD2783
 JD2783;                    North         East    Units  Estimated Accuracy
 JD2783;SPC MO C     -   291,240.      543,080.      MT  (+/- 180 meters Scaled)
 JD2783
 JD2783                          SUPERSEDED SURVEY CONTROL
 JD2783
 JD2783  NGVD 29 (10/05/93)  239.988  (m)          787.36   (f) ADJUSTED    1 2
 JD2783
 JD2783.Superseded values are not recommended for survey control.
 JD2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2783.See file dsdata.txt to determine how the superseded data were derived.
 JD2783
 JD2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC866569(NAD 83)
 JD2783_MARKER: I = METAL ROD
 JD2783_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JD2783+WITH SETTING: INFORMATION.
 JD2783_SP_SET: METAL ROD DRIVEN INTO GROUND
 JD2783_STAMPING: C 340 1986
 JD2783_MARK LOGO: NGS   
 JD2783_MAGNETIC: I = MARKER IS A STEEL ROD
 JD2783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2783+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002
 JD2783
 JD2783  HISTORY     - Date     Condition        Report By
 JD2783  HISTORY     - 1986     MONUMENTED       NGS
 JD2783  HISTORY     - 20020622 GOOD             MODNR
 JD2783
 JD2783                          STATION DESCRIPTION
 JD2783
 JD2783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2783'1.9 KM (1.2 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JD2783'WITH COUNTY ROAD 511 IN WESTPHALIA, A METAL ROD DRIVEN 0.5 M AND
 JD2783'FLUSH WITH GROUND, 17.6 M (57.7 FT) NORTH OF THE CENTER OF COUNTY
 JD2783'ROAD 609, 17.6 M (57.7 FT) NORTHEAST OF A FENCE CORNER, 14.6 M (47.9
 JD2783'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH
 JD2783'OF A WITNESS POST AND FENCE, AND LEVEL WITH THE HIGHWAY.
 JD2783'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2783
 JD2783                          STATION RECOVERY (2002)
 JD2783
 JD2783'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 JD2783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1610 ***********************************************************************
 KE1610  DESIGNATION -  C 341
 KE1610  PID         -  KE1610
 KE1610  STATE/COUNTY-  MO/BUCHANAN
 KE1610  USGS QUAD   -  ATCHISON EAST (1984)
 KE1610
 KE1610                         *CURRENT SURVEY CONTROL
 KE1610  ___________________________________________________________________
 KE1610* NAD 83(1986)-  39 32 32.     (N)    095 02 30.     (W)     SCALED    
 KE1610* NAVD 88     -       246.271  (meters)     807.97   (feet)  ADJUSTED  
 KE1610  ___________________________________________________________________
 KE1610  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KE1610  DYNAMIC HT  -         246.122 (meters)     807.49  (feet)  COMP
 KE1610  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 KE1610
 KE1610  VERT ORDER  -  FIRST     CLASS II
 KE1610
 KE1610.The horizontal coordinates were scaled from a topographic map and have
 KE1610.an estimated accuracy of +/- 6 seconds.
 KE1610
 KE1610.The orthometric height was determined by differential leveling
 KE1610.and adjusted by the National Geodetic Survey in June 1991..
 KE1610
 KE1610.The geoid height was determined by GEOID03.
 KE1610
 KE1610.The dynamic height is computed by dividing the NAVD 88
 KE1610.geopotential number by the normal gravity value computed on the
 KE1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1610.degrees latitude (g = 980.6199 gals.).
 KE1610
 KE1610.The modeled gravity was interpolated from observed gravity values.
 KE1610
 KE1610;                    North         East    Units  Estimated Accuracy
 KE1610;SPC MO W     -   374,780.      803,440.      MT  (+/- 180 meters Scaled)
 KE1610
 KE1610                          SUPERSEDED SURVEY CONTROL
 KE1610
 KE1610.No superseded survey control is available for this station.
 KE1610
 KE1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD245789(NAD 83)
 KE1610_MARKER: I = METAL ROD
 KE1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1610_SP_SET: STAINLESS STEEL ROD
 KE1610_STAMPING: C 341 1989
 KE1610_MARK LOGO: NGS   
 KE1610_PROJECTION: FLUSH
 KE1610_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1610+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1610_ROD/PIPE-DEPTH: 7.6  meters
 KE1610
 KE1610  HISTORY     - Date     Condition        Report By
 KE1610  HISTORY     - 1989     MONUMENTED       NGS
 KE1610  HISTORY     - 20060409 GOOD             GEOCAC
 KE1610
 KE1610                          STATION DESCRIPTION
 KE1610
 KE1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1610'3.4 KM (2.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION
 KE1610'WITH STATE HIGHWAY 116 IN RUSHVILLE, THENCE 1.7 KM (1.05 MI)
 KE1610'SOUTHERLY ALONG STATE HIGHWAY 45, 80.0 M (262.5 FT) NORTHEAST OF THE
 KE1610'CENTERLINE OF THE HIGHWAY, 40.9 M (134.2 FT) SOUTH OF THE SOUTHEAST
 KE1610'CORNER OF A BRIDGE, 14.7 M (48.2 FT) NORTH OF THE CENTER OF A
 KE1610'DRIVEWAY LEADING EAST, 5.3 M (17.4 FT) EAST OF THE CENTER OF A PAVED
 KE1610'ROAD (OLD HIGHWAY 45), 0.8 M (2.6 FT) SOUTH OF THE EXTENDED CENTER OF
 KE1610'A CROSSOVER, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND
 KE1610'LEVEL WITH THE PAVED ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 KE1610'THROUGH A 5-INCH LOGO CAP.
 KE1610
 KE1610                          STATION RECOVERY (2006)
 KE1610
 KE1610'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1610'DELETE THE WITNESS POST AND FENCE FROM THE DESCRIPTION.
 KE1610'HH2 (NAD83) N39 32 32.7 W95 02 30.2
 KE1610' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1452 ***********************************************************************
 LF1452  CBN         -  This is a Cooperative Base Network Control Station.
 LF1452  DESIGNATION -  C 342
 LF1452  PID         -  LF1452
 LF1452  STATE/COUNTY-  MO/ATCHISON
 LF1452  USGS QUAD   -  ROCK PORT (1981)
 LF1452
 LF1452                         *CURRENT SURVEY CONTROL
 LF1452  ___________________________________________________________________
 LF1452* NAD 83(1997)-  40 24 12.97237(N)    095 36 54.53316(W)     ADJUSTED  
 LF1452* NAVD 88     -       271.148  (meters)     889.59   (feet)  ADJUSTED  
 LF1452  ___________________________________________________________________
 LF1452  X           -    -475,919.464 (meters)                     COMP
 LF1452  Y           -  -4,840,624.093 (meters)                     COMP
 LF1452  Z           -   4,112,370.655 (meters)                     COMP
 LF1452  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 LF1452  ELLIP HEIGHT-         240.90  (meters)          (07/10/01) GPS OBS
 LF1452  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LF1452  DYNAMIC HT  -         271.005 (meters)     889.12  (feet)  COMP
 LF1452  MODELED GRAV-     980,092.1   (mgal)                       NAVD 88
 LF1452
 LF1452  HORZ ORDER  -  B
 LF1452  VERT ORDER  -  FIRST     CLASS II
 LF1452  ELLP ORDER  -  FOURTH    CLASS I
 LF1452
 LF1452.The horizontal coordinates were established by GPS observations
 LF1452.and adjusted by the National Geodetic Survey in June 1996..
 LF1452
 LF1452.The orthometric height was determined by differential leveling
 LF1452.and adjusted by the National Geodetic Survey in June 1991..
 LF1452
 LF1452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1452
 LF1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1452
 LF1452.The ellipsoidal height was determined by GPS observations
 LF1452.and is referenced to NAD 83.
 LF1452
 LF1452.The geoid height was determined by GEOID03.
 LF1452
 LF1452.The dynamic height is computed by dividing the NAVD 88
 LF1452.geopotential number by the normal gravity value computed on the
 LF1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1452.degrees latitude (g = 980.6199 gals.).
 LF1452
 LF1452.The modeled gravity was interpolated from observed gravity values.
 LF1452
 LF1452;                    North         East     Units Scale Factor Converg.
 LF1452;SPC MO W     -   470,877.914   755,340.820   MT  1.00005143   -0 43 22.3
 LF1452;UTM  15      - 4,475,838.745   278,079.091   MT  1.00020627   -1 41 44.7
 LF1452
 LF1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1452!SPC MO W     -   0.99996221  x   1.00005143  =   1.00001364
 LF1452!UTM  15      -   0.99996221  x   1.00020627  =   1.00016847
 LF1452
 LF1452                          SUPERSEDED SURVEY CONTROL
 LF1452
 LF1452  ELLIP H (06/25/96)  241.03   (m)                       GP(       ) 1 1
 LF1452  NAVD 88 (06/25/96)  271.15   (m)          889.6    (f) LEVELING    3  
 LF1452
 LF1452.Superseded values are not recommended for survey control.
 LF1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1452.See file dsdata.txt to determine how the superseded data were derived.
 LF1452
 LF1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7807975839(NAD 83)
 LF1452_MARKER: I = METAL ROD
 LF1452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1452_SP_SET: STAINLESS STEEL ROD
 LF1452_STAMPING: C 342 1989
 LF1452_MARK LOGO: NGS   
 LF1452_PROJECTION: FLUSH
 LF1452_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1452+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2002
 LF1452_ROD/PIPE-DEPTH: 22.9 meters
 LF1452
 LF1452  HISTORY     - Date     Condition        Report By
 LF1452  HISTORY     - 1989     MONUMENTED       NGS
 LF1452  HISTORY     - 19950419 GOOD             NGS
 LF1452  HISTORY     - 19961203 GOOD             NGS
 LF1452  HISTORY     - 19970205 GOOD             NGS
 LF1452  HISTORY     - 19990630 GOOD             MOHC
 LF1452  HISTORY     - 20000601 GOOD             NEDR
 LF1452  HISTORY     - 20020308 GOOD             JCLS
 LF1452  HISTORY     - 20020315 GOOD             JCLS
 LF1452
 LF1452                          STATION DESCRIPTION
 LF1452
 LF1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1452'1.4 KM (0.85 MI) WESTERLY ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LF1452'WITH COUNTY ROAD U IN PHELPS CITY, 37.4 M (122.7 FT) SOUTH OF THE
 LF1452'CENTER LINE OF THE HIGHWAY, 8.0 M (26.2 FT) WEST OF THE CENTER OF A
 LF1452'GRAVELED ROAD LEADING SOUTH, AND 3.1 M (10.2 FT) NORTH OF A UTILITY
 LF1452'PEDESTAL, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO DATUM POINT IS
 LF1452'HAD THROUGH A 5-INCH LOGO CAP.
 LF1452
 LF1452                          STATION RECOVERY (1995)
 LF1452
 LF1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LF1452'TO REACH THE MARK FROM THE RAILROAD CROSSING ON U.S. HIGHWAY 136 AT
 LF1452'THE NORTH EDGE OF PHELPS CITY, GO WEST ON THE HIGHWAY FOR 0.9 MI (1.4
 LF1452'KM) TO STATE ROAD D ON THE RIGHT AND A GRAVELED COUNTY ROAD AND THE
 LF1452'MARK ON THE LEFT, IN THE SOUTHWEST ANGLE OF THE INTERSECTION, ON ROAD
 LF1452'RIGHT-OF-WAY.  THE MARK IS A STAINLESS STEEL ROD SET WITHIN A PCV PIPE
 LF1452'WITH A 5-INCH LOGO CAP THAT IS FLUSH WITH THE GROUND.  IT IS 122.5 FT
 LF1452'(37.3 M) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 61.5 FT (18.7 M)
 LF1452'SOUTH FROM THE CENTER OF THE TOP OF A METAL CULVERT, 9.6 FT (2.9 M)
 LF1452'NORTH FROM A TELEPHONE CABLE JUNCTION BOX, 1.0 FT (0.3 M) EAST FROM A
 LF1452'WITNESS POST AND ABOUT 2 M (6.6 FT) LOWER THAN THE HIGHWAY AND 25 FT
 LF1452'(7.6 M) WEST FROM THE CENTERLINE OF THE COUNTY ROAD.  THE MARK IS 1.75
 LF1452'MI (2.82 KM) EAST FROM THE EAST END OF THE U.S. HIGHWAY 136 BRIDGE
 LF1452'OVER THE MISSOURI RIVER, WHICH IS AT THE EAST EDGE OF BROWNVILLE,
 LF1452'NEBRASKA.
 LF1452
 LF1452                          STATION RECOVERY (1996)
 LF1452
 LF1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 LF1452'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) WEST-SOUTHWEST OF ROCK
 LF1452'PORT, MO., ABOUT 3.2 KM (2.00 MI) WEST OF INTERSTATE HIGHWAY 29 (EXIT
 LF1452'110) , AND ABOUT 1.4 KM (0.85 MI) WEST OF STATE HIGHWAY U IN PHELPS
 LF1452'CITY, MO., ALONG THE SOUTH SIDE OF HIGHWAY 136, JUST WEST OF A GRAVEL
 LF1452'ROAD AND A DITCH.  OWNERSHIP--STATE OF MISSOURI.  NOTE--THIS STATION
 LF1452'IS A (FBN/CBN STATION) .  TO REACH THE STATION FROM THE JUNCTION OF
 LF1452'INTERSTATE HIGHWAY 29 AND U.S.  HIGHWAY 136 (EXIT 110) , ABOUT 3.2 KM
 LF1452'(2.00 MI) WEST-SOUTHWEST OF ROCK PORT, GO WEST, 2.4 KM (1.50 MI) ALONG
 LF1452'HIGHWAY 136 TO THE JUNCTION OF STATE HIGHWAY U.  CONTINUE WEST, 1.4 KM
 LF1452'(0.85 MI) ALONG HIGHWAY 136 TO THE JUNCTION OF A NORTH-SOUTH GRAVEL
 LF1452'ROAD.  TURN LEFT, SOUTH, FOR ABOUT 30.0 M (98.4 FT) TO THE STATION ON
 LF1452'THE RIGHT, JUST NORTH OF A METAL UTILITY MARKER PEDESTAL. STATION IS
 LF1452'37.4 M (122.7 FT) SOUTH OF THE HIGHWAY 136 CENTER, 8.0 M (26.2 FT)
 LF1452'WEST OF THE GRAVEL ROAD CENTER, 3.1 M (10.2 FT) NORTH OF THE UTILITY
 LF1452'PEDESTAL ABOUT 0.6 M (2.0 FT) HIGH, 0.2 M (0.7 FT) EAST OF A WITNESS
 LF1452'POST, AND THE STATION IS ABOUT 0.5 M (1.6 FT) BELOW THE GRAVEL ROAD
 LF1452'LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES  NOTE--THE
 LF1452'DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL
 LF1452'ROD, DRIVEN TO A DEPTH OF 22.9 M, (75.1 FT) ENCASED IN A 5-INCH PVC
 LF1452'PIPE WITH LOGO CAP, SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT
 LF1452'IS THROUGH A 5-INCH LOGO CAP.
 LF1452
 LF1452                          STATION RECOVERY (1997)
 LF1452
 LF1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LF1452'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) WEST-SOUTHWEST OF ROCK
 LF1452'PORT, MO., ABOUT 3.2 KM (2.00 MI) WEST OF INTERSTATE HIGHWAY 29 (EXIT
 LF1452'110) , AND ABOUT 1.4 KM (0.85 MI) WEST OF STATE HIGHWAY U IN PHELPS
 LF1452'CITY, MO., ALONG THE SOUTH SIDE OF HIGHWAY 136, JUST WEST OF A GRAVEL
 LF1452'ROAD AND A DITCH.  OWNERSHIP--STATE OF MISSOURI.  TO REACH THE STATION
 LF1452'FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 AND U.S.  HIGHWAY 136 (EXIT
 LF1452'110) , ABOUT 3.2 KM (2.00 MI) WEST-SOUTHWEST OF ROCK PORT, GO WEST,
 LF1452'2.4 KM (1.50 MI) ALONG HIGHWAY 136 TO THE JUNCTION OF STATE HIGHWAY U.
 LF1452'CONTINUE WEST, 1.4 KM (0.85 MI) ALONG HIGHWAY 136 TO THE JUNCTION OF A
 LF1452'NORTH-SOUTH GRAVEL ROAD.  TURN LEFT, SOUTH, FOR ABOUT 30.0 M (98.4 FT)
 LF1452'TO THE STATION ON THE RIGHT, JUST NORTH OF A METAL UTILITY MARKER
 LF1452'PEDESTAL.  THE STATION IS 37.4 M (122.7 FT) SOUTH OF THE HIGHWAY 136
 LF1452'CENTER, 8.0 M (26.2 FT) WEST OF THE GRAVEL ROAD CENTER, 3.1 M (10.2
 LF1452'FT) NORTH OF THE UTILITY PEDESTAL ABOUT 0.6 M (2.0 FT) HIGH, 0.2 M
 LF1452'(0.7 FT) EAST OF A WITNESS POST, AND THE STATION IS ABOUT 0.5 M (1.6
 LF1452'FT) BELOW THE GRAVEL ROAD LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY
 LF1452'R.G.  HAYES.  NOTE--THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER
 LF1452'OF A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 22.9 M, (75.1 FT)
 LF1452'ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SURROUNDED BY CONCRETE.
 LF1452'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1452
 LF1452                          STATION RECOVERY (1999)
 LF1452
 LF1452'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 LF1452'RECOVERED IN GOOD CONDITION.
 LF1452
 LF1452                          STATION RECOVERY (2000)
 LF1452
 LF1452'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LF1452'RECOVERED AS DESCRIBED.
 LF1452
 LF1452                          STATION RECOVERY (2002)
 LF1452
 LF1452'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 LF1452'DESCRIPTION IS ADEQUATE
 LF1452
 LF1452                          STATION RECOVERY (2002)
 LF1452
 LF1452'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 LF1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1653 ***********************************************************************
 KE1653  DESIGNATION -  C 343
 KE1653  PID         -  KE1653
 KE1653  STATE/COUNTY-  MO/PLATTE
 KE1653  USGS QUAD   -  PARKVILLE (1991)
 KE1653
 KE1653                         *CURRENT SURVEY CONTROL
 KE1653  ___________________________________________________________________
 KE1653* NAD 83(1986)-  39 10 39.     (N)    094 38 48.     (W)     SCALED    
 KE1653* NAVD 88     -       232.753  (meters)     763.62   (feet)  ADJUSTED  
 KE1653  ___________________________________________________________________
 KE1653  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1653  DYNAMIC HT  -         232.604 (meters)     763.13  (feet)  COMP
 KE1653  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 KE1653
 KE1653  VERT ORDER  -  FIRST     CLASS II
 KE1653
 KE1653.The horizontal coordinates were scaled from a topographic map and have
 KE1653.an estimated accuracy of +/- 6 seconds.
 KE1653
 KE1653.The orthometric height was determined by differential leveling
 KE1653.and adjusted by the National Geodetic Survey in June 1991..
 KE1653
 KE1653.The geoid height was determined by GEOID03.
 KE1653
 KE1653.The dynamic height is computed by dividing the NAVD 88
 KE1653.geopotential number by the normal gravity value computed on the
 KE1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1653.degrees latitude (g = 980.6199 gals.).
 KE1653
 KE1653.The modeled gravity was interpolated from observed gravity values.
 KE1653
 KE1653;                    North         East    Units  Estimated Accuracy
 KE1653;SPC MO W     -   334,160.      837,330.      MT  (+/- 180 meters Scaled)
 KE1653
 KE1653                          SUPERSEDED SURVEY CONTROL
 KE1653
 KE1653.No superseded survey control is available for this station.
 KE1653
 KE1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD577377(NAD 83)
 KE1653_MARKER: I = METAL ROD
 KE1653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1653_SP_SET: STAINLESS STEEL ROD
 KE1653_STAMPING: C 343 1989
 KE1653_MARK LOGO: NGS   
 KE1653_PROJECTION: FLUSH
 KE1653_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1653+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1653_ROD/PIPE-DEPTH: 3.1  meters
 KE1653
 KE1653  HISTORY     - Date     Condition        Report By
 KE1653  HISTORY     - 1989     MONUMENTED       NGS
 KE1653  HISTORY     - 20050704 GOOD             GEOCAC
 KE1653
 KE1653                          STATION DESCRIPTION
 KE1653
 KE1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1653'3.3 KM (2.05 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 9 FROM ITS
 KE1653'JUNCTION WITH STATE HIGHWAY FF IN PARKVILLE, 27.3 M (89.6 FT)
 KE1653'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 KE1653'22.8 M (74.8 FT) EAST OF THE CENTER OF A PAVED CROSSOVER, 5.2 M (17.1
 KE1653'FT) SOUTH OF THE CENTER OF PLATTE DRIVE, 1.6 M (5.2 FT) NORTH OF A
 KE1653'UTILITY POLE AND UTILITY JUNCTION BOX NUMBER 1 PM, 0.3 M (1.0 FT)
 KE1653'SOUTH OF A WITNESS POST, AND LEVEL WITH THE DRIVE.  NOTE--ACCESS TO
 KE1653'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1653
 KE1653                          STATION RECOVERY (2005)
 KE1653
 KE1653'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1653'THE LID OF THE LOGO CAP IS MISSING.
 KE1653' 
 KE1653'HANDHELD GPS COORDINATES N39 10 39.2 W94 38 47.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1492 ***********************************************************************
 HD1492  DESIGNATION -  C 344
 HD1492  PID         -  HD1492
 HD1492  STATE/COUNTY-  MO/GREENE
 HD1492  USGS QUAD   -  BROOKLINE (1975)
 HD1492
 HD1492                         *CURRENT SURVEY CONTROL
 HD1492  ___________________________________________________________________
 HD1492* NAD 83(1986)-  37 09 38.     (N)    093 24 00.     (W)     SCALED    
 HD1492* NAVD 88     -       384.497  (meters)    1261.47   (feet)  ADJUSTED  
 HD1492  ___________________________________________________________________
 HD1492  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HD1492  DYNAMIC HT  -         384.185 (meters)    1260.45  (feet)  COMP
 HD1492  MODELED GRAV-     979,806.5   (mgal)                       NAVD 88
 HD1492
 HD1492  VERT ORDER  -  FIRST     CLASS II
 HD1492
 HD1492.The horizontal coordinates were scaled from a topographic map and have
 HD1492.an estimated accuracy of +/- 6 seconds.
 HD1492
 HD1492.The orthometric height was determined by differential leveling
 HD1492.and adjusted by the National Geodetic Survey in June 1991..
 HD1492
 HD1492.The geoid height was determined by GEOID03.
 HD1492
 HD1492.The dynamic height is computed by dividing the NAVD 88
 HD1492.geopotential number by the normal gravity value computed on the
 HD1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1492.degrees latitude (g = 980.6199 gals.).
 HD1492
 HD1492.The modeled gravity was interpolated from observed gravity values.
 HD1492
 HD1492;                    North         East    Units  Estimated Accuracy
 HD1492;SPC MO C     -   147,650.      420,060.      MT  (+/- 180 meters Scaled)
 HD1492
 HD1492                          SUPERSEDED SURVEY CONTROL
 HD1492
 HD1492  NGVD 29 (10/05/93)  384.344  (m)         1260.97   (f) ADJUSTED    1 2
 HD1492
 HD1492.Superseded values are not recommended for survey control.
 HD1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1492.See file dsdata.txt to determine how the superseded data were derived.
 HD1492
 HD1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB644127(NAD 83)
 HD1492_MARKER: DV = VERTICAL CONTROL DISK
 HD1492_SETTING: 66 = SET IN ROCK OUTCROP
 HD1492_SP_SET: IN A DRILL HOLE IN BEDROCK
 HD1492_STAMPING: C 344 1989
 HD1492_MARK LOGO: NGS   
 HD1492_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1492+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1492
 HD1492  HISTORY     - Date     Condition        Report By
 HD1492  HISTORY     - 1989     MONUMENTED       NGS
 HD1492
 HD1492                          STATION DESCRIPTION
 HD1492
 HD1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1492'6.0 KM (3.75 MI) WESTERLY ALONG U.S.HIGHWAY 60 FROM ITS JUNCTION WITH
 HD1492'SOUTH GOLDEN AVENUE IN SPRINGFIELD, NEAR THE CENTER OF A 3 BY 6 FOOT
 HD1492'AREA OF OUTCROPPING BEDROCK, 10.9 M (35.8 FT) SOUTHEAST OF THE
 HD1492'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT)
 HD1492'NORTHEAST OF A WITNESS POST, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF
 HD1492'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1633 ***********************************************************************
 KE1633  DESIGNATION -  C 345
 KE1633  PID         -  KE1633
 KE1633  STATE/COUNTY-  MO/PLATTE
 KE1633  USGS QUAD   -  PLATTE CITY (1975)
 KE1633
 KE1633                         *CURRENT SURVEY CONTROL
 KE1633  ___________________________________________________________________
 KE1633* NAD 83(1986)-  39 16 46.     (N)    094 50 02.     (W)     SCALED    
 KE1633* NAVD 88     -       233.062  (meters)     764.64   (feet)  ADJUSTED  
 KE1633  ___________________________________________________________________
 KE1633  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KE1633  DYNAMIC HT  -         232.914 (meters)     764.15  (feet)  COMP
 KE1633  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 KE1633
 KE1633  VERT ORDER  -  FIRST     CLASS II
 KE1633
 KE1633.The horizontal coordinates were scaled from a topographic map and have
 KE1633.an estimated accuracy of +/- 6 seconds.
 KE1633
 KE1633.The orthometric height was determined by differential leveling
 KE1633.and adjusted by the National Geodetic Survey in June 1991..
 KE1633
 KE1633.The geoid height was determined by GEOID03.
 KE1633
 KE1633.The dynamic height is computed by dividing the NAVD 88
 KE1633.geopotential number by the normal gravity value computed on the
 KE1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1633.degrees latitude (g = 980.6199 gals.).
 KE1633
 KE1633.The modeled gravity was interpolated from observed gravity values.
 KE1633
 KE1633;                    North         East    Units  Estimated Accuracy
 KE1633;SPC MO W     -   345,520.      821,190.      MT  (+/- 180 meters Scaled)
 KE1633
 KE1633                          SUPERSEDED SURVEY CONTROL
 KE1633
 KE1633.No superseded survey control is available for this station.
 KE1633
 KE1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD418493(NAD 83)
 KE1633_MARKER: I = METAL ROD
 KE1633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1633_SP_SET: STAINLESS STEEL ROD
 KE1633_STAMPING: C 345 1989
 KE1633_MARK LOGO: NGS   
 KE1633_PROJECTION: FLUSH
 KE1633_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1633+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 KE1633_ROD/PIPE-DEPTH: 15.2 meters
 KE1633
 KE1633  HISTORY     - Date     Condition        Report By
 KE1633  HISTORY     - 1989     MONUMENTED       NGS
 KE1633  HISTORY     - 20050704 GOOD             GEOCAC
 KE1633
 KE1633                          STATION DESCRIPTION
 KE1633
 KE1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1633'IN FARLEY, AT THE INTERSECTION OF STATE HIGHWAY 45 AND MAIN STREET,
 KE1633'18.6 M (61.0 FT) NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON
 KE1633'NORTHERN RAILROAD, 13.8 M (45.3 FT) NORTHWEST OF THE CENTER OF A
 KE1633'GRAVELED ROAD LEADING SOUTHWEST, 12.3 M (40.4 FT) SOUTHWEST OF THE
 KE1633'CENTERLINE OF THE HIGHWAY, 10.2 M (33.5 FT) NORTHWEST OF THE EXTENDED
 KE1633'CENTER OF THE STREET, 1.5 M (4.9 FT) NORTHWEST OF SCHEMMEL CITY SIGN
 KE1633'SUPPORT POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3
 KE1633'M (1.0 FT) NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT
 KE1633'IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1633
 KE1633                          STATION RECOVERY (2005)
 KE1633
 KE1633'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1633'HANDHELD GPS COORDINATES N39 16 46.6 W94 50 01.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1420 ***********************************************************************
 HD1420  DESIGNATION -  C 346
 HD1420  PID         -  HD1420
 HD1420  STATE/COUNTY-  MO/TEXAS
 HD1420  USGS QUAD   -  CABOOL NW (1985)
 HD1420
 HD1420                         *CURRENT SURVEY CONTROL
 HD1420  ___________________________________________________________________
 HD1420* NAD 83(1986)-  37 07 53.     (N)    092 08 48.     (W)     SCALED    
 HD1420* NAVD 88     -       421.082  (meters)    1381.50   (feet)  ADJUSTED  
 HD1420  ___________________________________________________________________
 HD1420  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HD1420  DYNAMIC HT  -         420.729 (meters)    1380.34  (feet)  COMP
 HD1420  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 HD1420
 HD1420  VERT ORDER  -  FIRST     CLASS II
 HD1420
 HD1420.The horizontal coordinates were scaled from a topographic map and have
 HD1420.an estimated accuracy of +/- 6 seconds.
 HD1420
 HD1420.The orthometric height was determined by differential leveling
 HD1420.and adjusted by the National Geodetic Survey in June 1991..
 HD1420
 HD1420.The geoid height was determined by GEOID03.
 HD1420
 HD1420.The dynamic height is computed by dividing the NAVD 88
 HD1420.geopotential number by the normal gravity value computed on the
 HD1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1420.degrees latitude (g = 980.6199 gals.).
 HD1420
 HD1420.The modeled gravity was interpolated from observed gravity values.
 HD1420
 HD1420;                    North         East    Units  Estimated Accuracy
 HD1420;SPC MO C     -   144,090.      531,400.      MT  (+/- 180 meters Scaled)
 HD1420
 HD1420                          SUPERSEDED SURVEY CONTROL
 HD1420
 HD1420  NGVD 29 (10/05/93)  420.901  (m)         1380.91   (f) ADJUSTED    1 2
 HD1420
 HD1420.Superseded values are not recommended for survey control.
 HD1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1420.See file dsdata.txt to determine how the superseded data were derived.
 HD1420
 HD1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB757097(NAD 83)
 HD1420_MARKER: DV = VERTICAL CONTROL DISK
 HD1420_SETTING: 66 = SET IN ROCK OUTCROP
 HD1420_SP_SET: IN A DRILL HOLE IN BEDROCK
 HD1420_STAMPING: C 346 1989
 HD1420_MARK LOGO: NGS   
 HD1420_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1420+STABILITY: POSITION/ELEVATION WELL
 HD1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1420+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1420
 HD1420  HISTORY     - Date     Condition        Report By
 HD1420  HISTORY     - 1989     MONUMENTED       NGS
 HD1420
 HD1420                          STATION DESCRIPTION
 HD1420
 HD1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1420'3.8 KM (2.35 MI) WESTERLY ALONG OZARK AVENUE AND U.S. HIGHWAY 60
 HD1420'BUSINESS FROM THE JUNCTION OF ELM STREET IN CABOOL, THENCE 0.2 KM
 HD1420'(0.10 MI) WESTERLY ALONG U.S. HIGHWAY 60, IN AN EXPOSED AREA OF
 HD1420'BEDROCK IN A HIGHWAY CUT, 17.3 M (56.8 FT) NORTH OF THE WESTBOUND
 HD1420'LANES OF THE HIGHWAY, 6.4 M (21.0 FT) EAST OF THE WEST END OF THE
 HD1420'EXPOSED BEDROCK, 0.15 M (0.5 FT) SOUTHWEST OF A WITNESS POST, AND
 HD1420'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1448 ***********************************************************************
 HD1448  DESIGNATION -  C 347
 HD1448  PID         -  HD1448
 HD1448  STATE/COUNTY-  MO/WEBSTER
 HD1448  USGS QUAD   -  MANSFIELD NW (1985)
 HD1448
 HD1448                         *CURRENT SURVEY CONTROL
 HD1448  ___________________________________________________________________
 HD1448* NAD 83(1986)-  37 07 49.     (N)    092 43 10.     (W)     SCALED    
 HD1448* NAVD 88     -       497.247  (meters)    1631.38   (feet)  ADJUSTED  
 HD1448  ___________________________________________________________________
 HD1448  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HD1448  DYNAMIC HT  -         496.839 (meters)    1630.05  (feet)  COMP
 HD1448  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 HD1448
 HD1448  VERT ORDER  -  FIRST     CLASS II
 HD1448
 HD1448.The horizontal coordinates were scaled from a topographic map and have
 HD1448.an estimated accuracy of +/- 6 seconds.
 HD1448
 HD1448.The orthometric height was determined by differential leveling
 HD1448.and adjusted by the National Geodetic Survey in June 1991..
 HD1448
 HD1448.The geoid height was determined by GEOID03.
 HD1448
 HD1448.The dynamic height is computed by dividing the NAVD 88
 HD1448.geopotential number by the normal gravity value computed on the
 HD1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1448.degrees latitude (g = 980.6199 gals.).
 HD1448
 HD1448.The modeled gravity was interpolated from observed gravity values.
 HD1448
 HD1448;                    North         East    Units  Estimated Accuracy
 HD1448;SPC MO C     -   143,930.      480,500.      MT  (+/- 180 meters Scaled)
 HD1448
 HD1448                          SUPERSEDED SURVEY CONTROL
 HD1448
 HD1448  NGVD 29 (10/05/93)  497.084  (m)         1630.85   (f) ADJUSTED    1 2
 HD1448
 HD1448.Superseded values are not recommended for survey control.
 HD1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1448.See file dsdata.txt to determine how the superseded data were derived.
 HD1448
 HD1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB249093(NAD 83)
 HD1448_MARKER: I = METAL ROD
 HD1448_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1448+WITH SETTING: INFORMATION.
 HD1448_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1448_STAMPING: C 347 1989
 HD1448_MARK LOGO: NGS   
 HD1448_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1448+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1448
 HD1448  HISTORY     - Date     Condition        Report By
 HD1448  HISTORY     - 1989     MONUMENTED       NGS
 HD1448
 HD1448                          STATION DESCRIPTION
 HD1448
 HD1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1448'4.3 KM (2.65 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1448'WITH COUNTY ROAD C IN SEYMOUR, A METAL ROD DRIVEN TO REFUSAL AT 1.2 M
 HD1448'AND FLUSH WITH THE GROUND, 25.0 M (82.0 FT) EAST OF THE CENTER OF
 HD1448'FARM ROAD 309, 15.0 M (49.2 FT) SOUTH OF THE CENTER OF THE EASTBOUND
 HD1448'LANES OF THE HIGHWAY, 9.3 M (30.5 FT) NORTH OF THE NEAR RAIL OF THE
 HD1448'BURLINGTON NORTHERN RAILROAD, 1.4 M (4.6 FT) EAST OF A UTILITY POLE,
 HD1448'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 HD1448'NORTH OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 HD1448'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0956 ***********************************************************************
 GF0956  DESIGNATION -  C 348
 GF0956  PID         -  GF0956
 GF0956  STATE/COUNTY-  MO/LAWRENCE
 GF0956  USGS QUAD   -  VERONA (1972)
 GF0956
 GF0956                         *CURRENT SURVEY CONTROL
 GF0956  ___________________________________________________________________
 GF0956* NAD 83(1986)-  36 56 43.     (N)    093 47 45.     (W)     SCALED    
 GF0956* NAVD 88     -       392.749  (meters)    1288.54   (feet)  ADJUSTED  
 GF0956  ___________________________________________________________________
 GF0956  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GF0956  DYNAMIC HT  -         392.418 (meters)    1287.46  (feet)  COMP
 GF0956  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GF0956
 GF0956  VERT ORDER  -  FIRST     CLASS II
 GF0956
 GF0956.The horizontal coordinates were scaled from a topographic map and have
 GF0956.an estimated accuracy of +/- 6 seconds.
 GF0956
 GF0956.The orthometric height was determined by differential leveling
 GF0956.and adjusted by the National Geodetic Survey in June 1991..
 GF0956
 GF0956.The geoid height was determined by GEOID03.
 GF0956
 GF0956.The dynamic height is computed by dividing the NAVD 88
 GF0956.geopotential number by the normal gravity value computed on the
 GF0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0956.degrees latitude (g = 980.6199 gals.).
 GF0956
 GF0956.The modeled gravity was interpolated from observed gravity values.
 GF0956
 GF0956;                    North         East    Units  Estimated Accuracy
 GF0956;SPC MO W     -    86,630.      912,720.      MT  (+/- 180 meters Scaled)
 GF0956
 GF0956                          SUPERSEDED SURVEY CONTROL
 GF0956
 GF0956  NGVD 29 (10/05/93)  392.582  (m)         1288.00   (f) ADJUSTED    1 2
 GF0956
 GF0956.Superseded values are not recommended for survey control.
 GF0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0956.See file dsdata.txt to determine how the superseded data were derived.
 GF0956
 GF0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA291890(NAD 83)
 GF0956_MARKER: I = METAL ROD
 GF0956_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GF0956_SP_SET: STAINLESS STEEL ROD
 GF0956_STAMPING: C 348 1989
 GF0956_MARK LOGO: NGS   
 GF0956_PROJECTION: FLUSH
 GF0956_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0956+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0956_ROD/PIPE-DEPTH: 7.5  meters
 GF0956
 GF0956  HISTORY     - Date     Condition        Report By
 GF0956  HISTORY     - 1989     MONUMENTED       NGS
 GF0956
 GF0956                          STATION DESCRIPTION
 GF0956
 GF0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0956'1.6 KM (1.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 60 BUSINESS FROM ITS
 GF0956'JUNCTION WITH 3RD STREET IN VERONA, 11.9 M (39.0 FT) NORTHWEST OF THE
 GF0956'CENTERLINE OF THE HIGHWAY, 6.5 M (21.3 FT) SOUTHWEST OF THE CENTER OF
 GF0956'A DRIVEWAY, 2.0 M (6.6 FT) SOUTHWEST OF A FENCE CORNER, 0.3 M (1.0
 GF0956'FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE
 GF0956'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 GF0956'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0976 ***********************************************************************
 GF0976  DESIGNATION -  C 349
 GF0976  PID         -  GF0976
 GF0976  STATE/COUNTY-  MO/BARRY
 GF0976  USGS QUAD   -  SELIGMAN (1974)
 GF0976
 GF0976                         *CURRENT SURVEY CONTROL
 GF0976  ___________________________________________________________________
 GF0976* NAD 83(1986)-  36 33 02.     (N)    093 57 52.     (W)     SCALED    
 GF0976* NAVD 88     -       447.621  (meters)    1468.57   (feet)  ADJUSTED  
 GF0976  ___________________________________________________________________
 GF0976  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GF0976  DYNAMIC HT  -         447.227 (meters)    1467.28  (feet)  COMP
 GF0976  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 GF0976
 GF0976  VERT ORDER  -  FIRST     CLASS II
 GF0976
 GF0976.The horizontal coordinates were scaled from a topographic map and have
 GF0976.an estimated accuracy of +/- 6 seconds.
 GF0976
 GF0976.The orthometric height was determined by differential leveling
 GF0976.and adjusted by the National Geodetic Survey in June 1991..
 GF0976
 GF0976.The geoid height was determined by GEOID03.
 GF0976
 GF0976.The dynamic height is computed by dividing the NAVD 88
 GF0976.geopotential number by the normal gravity value computed on the
 GF0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0976.degrees latitude (g = 980.6199 gals.).
 GF0976
 GF0976.The modeled gravity was interpolated from observed gravity values.
 GF0976
 GF0976;                    North         East    Units  Estimated Accuracy
 GF0976;SPC MO W     -    42,730.      897,950.      MT  (+/- 180 meters Scaled)
 GF0976
 GF0976                          SUPERSEDED SURVEY CONTROL
 GF0976
 GF0976  NGVD 29 (10/05/93)  447.456  (m)         1468.03   (f) ADJUSTED    1 2
 GF0976
 GF0976.Superseded values are not recommended for survey control.
 GF0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0976.See file dsdata.txt to determine how the superseded data were derived.
 GF0976
 GF0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA136454(NAD 83)
 GF0976_MARKER: I = METAL ROD
 GF0976_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GF0976_SP_SET: STAINLESS STEEL ROD
 GF0976_STAMPING: C 349 1989
 GF0976_MARK LOGO: NGS   
 GF0976_PROJECTION: FLUSH
 GF0976_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0976+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2002
 GF0976_ROD/PIPE-DEPTH: 3.7  meters
 GF0976
 GF0976  HISTORY     - Date     Condition        Report By
 GF0976  HISTORY     - 1989     MONUMENTED       NGS
 GF0976  HISTORY     - 20021114 GOOD             GEOCAC
 GF0976
 GF0976                          STATION DESCRIPTION
 GF0976
 GF0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0976'5.0 KM (3.10 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 GF0976'WITH STATE HIGHWAY 90 IN WASHBURN, 0.25 KM (0.15 MI) WEST OF THE
 GF0976'SELIGMAN ELECTRIC SUBSTATION, 41.3 M (135.5 FT) WEST OF THE
 GF0976'CENTERLINE OF THE HIGHWAY, 15.5 M (50.9 FT) WEST OF THE NEAR RAIL OF
 GF0976'ARKANSAS AND MISSOURI RAILROAD, 7.0 M (23.0 FT) SOUTH OF THE CENTER
 GF0976'OF A PAVED COUNTY ROAD, 1.0 M (3.3 FT) WEST OF A UTILITY POLE, 0.8 M
 GF0976'(2.6 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST,
 GF0976'AND LEVEL WITH THE COUNTY ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 GF0976'THROUGH A 5-INCH LOGO CAP.
 GF0976
 GF0976                          STATION RECOVERY (2002)
 GF0976
 GF0976'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1124 ***********************************************************************
 GE1124  DESIGNATION -  C 350
 GE1124  PID         -  GE1124
 GE1124  STATE/COUNTY-  MO/HOWELL
 GE1124  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE1124
 GE1124                         *CURRENT SURVEY CONTROL
 GE1124  ___________________________________________________________________
 GE1124* NAD 83(1986)-  36 58 01.     (N)    091 57 23.     (W)     SCALED    
 GE1124* NAVD 88     -       367.379  (meters)    1205.31   (feet)  ADJUSTED  
 GE1124  ___________________________________________________________________
 GE1124  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GE1124  DYNAMIC HT  -         367.070 (meters)    1204.30  (feet)  COMP
 GE1124  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 GE1124
 GE1124  VERT ORDER  -  FIRST     CLASS II
 GE1124
 GE1124.The horizontal coordinates were scaled from a topographic map and have
 GE1124.an estimated accuracy of +/- 6 seconds.
 GE1124
 GE1124.The orthometric height was determined by differential leveling
 GE1124.and adjusted by the National Geodetic Survey in June 1991..
 GE1124
 GE1124.The geoid height was determined by GEOID03.
 GE1124
 GE1124.The dynamic height is computed by dividing the NAVD 88
 GE1124.geopotential number by the normal gravity value computed on the
 GE1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1124.degrees latitude (g = 980.6199 gals.).
 GE1124
 GE1124.The modeled gravity was interpolated from observed gravity values.
 GE1124
 GE1124;                    North         East    Units  Estimated Accuracy
 GE1124;SPC MO C     -   125,920.      548,410.      MT  (+/- 180 meters Scaled)
 GE1124
 GE1124                          SUPERSEDED SURVEY CONTROL
 GE1124
 GE1124  NGVD 29 (10/05/93)  367.208  (m)         1204.75   (f) ADJUSTED    1 2
 GE1124
 GE1124.Superseded values are not recommended for survey control.
 GE1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1124.See file dsdata.txt to determine how the superseded data were derived.
 GE1124
 GE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA928917(NAD 83)
 GE1124_MARKER: I = METAL ROD
 GE1124_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1124_SP_SET: STAINLESS STEEL ROD
 GE1124_STAMPING: C 350 1990
 GE1124_MARK LOGO: NGS   
 GE1124_PROJECTION: PROJECTING 5 CENTIMETERS
 GE1124_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1124+STABILITY: POSITION/ELEVATION WELL
 GE1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1124+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 GE1124_ROD/PIPE-DEPTH: 5.4  meters
 GE1124
 GE1124  HISTORY     - Date     Condition        Report By
 GE1124  HISTORY     - 1990     MONUMENTED       NGS
 GE1124  HISTORY     - 19990927 GOOD             MODNR
 GE1124  HISTORY     - 20060322 GOOD             MODNR
 GE1124
 GE1124                          STATION DESCRIPTION
 GE1124
 GE1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1124'3.0 KM (1.9 MI) SOUTHERLY ALONG COUNTY ROAD 499 FROM THE JUNCTION OF
 GE1124'U.S. HIGHWAY 60 IN WILLOW SPRINGS, 9.1 M (29.9 FT) WEST OF AND LEVEL
 GE1124'WITH THE ROAD CENTERLINE, 6.0 M (19.7 FT) NORTH OF THE EXTENDED
 GE1124'CENTER OF A ROAD LEADING EAST, 2.8 M (9.2 FT) NORTHWEST OF A FENCE
 GE1124'CORNER, 1.4 M (4.6 FT) SOUTHEAST OF THE NORTH LEG OF A DOUBLE UTILITY
 GE1124'POLE, AND 0.8 M (2.6 FT) NORTHEAST OF A WITNESS POST AND FENCE.
 GE1124'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GE1124
 GE1124                          STATION RECOVERY (1999)
 GE1124
 GE1124'RECOVERY NOTE BY MO DEPT OF NAT RES 1999 (BDC)
 GE1124'RECOVERED IN GOOD CONDITION.
 GE1124
 GE1124                          STATION RECOVERY (2006)
 GE1124
 GE1124'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1124'THE AUTONOMOUS HAD HELD POSITIONS IS LAT  36 58 00.6 LONG  91 57 22.5.
 GE1124' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1148 ***********************************************************************
 GE1148  DESIGNATION -  C 351
 GE1148  PID         -  GE1148
 GE1148  STATE/COUNTY-  MO/HOWELL
 GE1148  USGS QUAD   -  WEST PLAINS (1983)
 GE1148
 GE1148                         *CURRENT SURVEY CONTROL
 GE1148  ___________________________________________________________________
 GE1148* NAD 83(1986)-  36 40 14.     (N)    091 45 19.     (W)     SCALED    
 GE1148* NAVD 88     -       290.707  (meters)     953.76   (feet)  ADJUSTED  
 GE1148  ___________________________________________________________________
 GE1148  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GE1148  DYNAMIC HT  -         290.464 (meters)     952.96  (feet)  COMP
 GE1148  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 GE1148
 GE1148  VERT ORDER  -  FIRST     CLASS II
 GE1148
 GE1148.The horizontal coordinates were scaled from a topographic map and have
 GE1148.an estimated accuracy of +/- 6 seconds.
 GE1148
 GE1148.The orthometric height was determined by differential leveling
 GE1148.and adjusted by the National Geodetic Survey in June 1991..
 GE1148
 GE1148.The geoid height was determined by GEOID03.
 GE1148
 GE1148.The dynamic height is computed by dividing the NAVD 88
 GE1148.geopotential number by the normal gravity value computed on the
 GE1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1148.degrees latitude (g = 980.6199 gals.).
 GE1148
 GE1148.The modeled gravity was interpolated from observed gravity values.
 GE1148
 GE1148;                    North         East    Units  Estimated Accuracy
 GE1148;SPC MO C     -    93,150.      566,570.      MT  (+/- 180 meters Scaled)
 GE1148
 GE1148                          SUPERSEDED SURVEY CONTROL
 GE1148
 GE1148  NGVD 29 (10/05/93)  290.560  (m)          953.28   (f) ADJUSTED    1 2
 GE1148
 GE1148.Superseded values are not recommended for survey control.
 GE1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1148.See file dsdata.txt to determine how the superseded data were derived.
 GE1148
 GE1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA112590(NAD 83)
 GE1148_MARKER: I = METAL ROD
 GE1148_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1148+WITH SETTING: INFORMATION.
 GE1148_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1148_STAMPING: C 351 1990
 GE1148_MARK LOGO: NGS   
 GE1148_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1148+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2006
 GE1148
 GE1148  HISTORY     - Date     Condition        Report By
 GE1148  HISTORY     - 1990     MONUMENTED       NGS
 GE1148  HISTORY     - 20060208 GOOD             MODNR
 GE1148
 GE1148                          STATION DESCRIPTION
 GE1148
 GE1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1148'8.8 KM (5.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 63 FROM THE SOUTH
 GE1148'JUNCTION OF U.S. HIGHWAY 63 BUSINESS (BILL VIRDON BOULEVARD) IN WEST
 GE1148'PLAINS, 22.9 M (75.1 FT) WEST OF THE CENTER OF COUNTY ROAD 937, 18.7
 GE1148'M (61.4 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 3.2 M
 GE1148'(10.5 FT) WEST OF UTILITY PEDESTAL NUMBER 4V 2, 0.4 M (1.3 FT) EAST
 GE1148'OF AN UNDERGROUND CABLE WARNING SIGN, AND 0.2 M (0.7 FT) NORTH OF A
 GE1148'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GE1148'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 1.2
 GE1148'METERS AND PROJECTS .05 CM.
 GE1148
 GE1148                          STATION RECOVERY (2006)
 GE1148
 GE1148'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1148'THE AUTONOMOUS HAD HELD POSITIONS IS LAT 39 40 14.7 LONG 91 45 17.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0142 ***********************************************************************
 JD0142  DESIGNATION -  C 37
 JD0142  PID         -  JD0142
 JD0142  STATE/COUNTY-  MO/COLE
 JD0142  USGS QUAD   -  OSAGE CITY (1981)
 JD0142
 JD0142                         *CURRENT SURVEY CONTROL
 JD0142  ___________________________________________________________________
 JD0142* NAD 83(1986)-  38 31 08.     (N)    092 02 52.     (W)     SCALED    
 JD0142* NAVD 88     -       222.991  (meters)     731.60   (feet)  ADJUSTED  
 JD0142  ___________________________________________________________________
 JD0142  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JD0142  DYNAMIC HT  -         222.840 (meters)     731.10  (feet)  COMP
 JD0142  MODELED GRAV-     979,946.6   (mgal)                       NAVD 88
 JD0142
 JD0142  VERT ORDER  -  FIRST     CLASS II
 JD0142
 JD0142.The horizontal coordinates were scaled from a topographic map and have
 JD0142.an estimated accuracy of +/- 6 seconds.
 JD0142
 JD0142.The orthometric height was determined by differential leveling
 JD0142.and adjusted by the National Geodetic Survey in June 1991..
 JD0142
 JD0142.The geoid height was determined by GEOID03.
 JD0142
 JD0142.The dynamic height is computed by dividing the NAVD 88
 JD0142.geopotential number by the normal gravity value computed on the
 JD0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0142.degrees latitude (g = 980.6199 gals.).
 JD0142
 JD0142.The modeled gravity was interpolated from observed gravity values.
 JD0142
 JD0142;                    North         East    Units  Estimated Accuracy
 JD0142;SPC MO C     -   298,120.      539,440.      MT  (+/- 180 meters Scaled)
 JD0142
 JD0142                          SUPERSEDED SURVEY CONTROL
 JD0142
 JD0142  NGVD 29 (??/??/92)  222.97   (m)          731.5    (f) COMPUTED    1 2
 JD0142
 JD0142.Superseded values are not recommended for survey control.
 JD0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0142.See file dsdata.txt to determine how the superseded data were derived.
 JD0142
 JD0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC830638(NAD 83)
 JD0142_MARKER: DR = REFERENCE MARK DISK
 JD0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0142_SP_SET: CONC MONUMENT
 JD0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0142
 JD0142  HISTORY     - Date     Condition        Report By
 JD0142  HISTORY     - UNK      MONUMENTED       CGS
 JD0142  HISTORY     - 1934     GOOD             NGS
 JD0142
 JD0142                          STATION DESCRIPTION
 JD0142
 JD0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JD0142'IN SHUBERT.
 JD0142'LOCATED ALONG THE R. OF W. OF COUNTY ROAD TO OSAGE CITY.  43 FT.
 JD0142'WEST OF THE N.W. CORNER OF CEMETARY 27 FT. SOUTH OF TELEPHONE
 JD0142'POLE.  22.5 FT. WEST OF THE CENTER OF COUNTY ROAD.  10 FT. SOUTH
 JD0142'OF THE CENTER OF A T ROAD EAST.  IN THE NORTH SIDE OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0143 ***********************************************************************
 JD0143  DESIGNATION -  C 37 RESET
 JD0143  PID         -  JD0143
 JD0143  STATE/COUNTY-  MO/COLE
 JD0143  USGS QUAD   -  OSAGE CITY (1981)
 JD0143
 JD0143                         *CURRENT SURVEY CONTROL
 JD0143  ___________________________________________________________________
 JD0143* NAD 83(1986)-  38 31 08.     (N)    092 02 52.     (W)     SCALED    
 JD0143* NAVD 88     -       223.031  (meters)     731.73   (feet)  ADJUSTED  
 JD0143  ___________________________________________________________________
 JD0143  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JD0143  DYNAMIC HT  -         222.880 (meters)     731.23  (feet)  COMP
 JD0143  MODELED GRAV-     979,946.6   (mgal)                       NAVD 88
 JD0143
 JD0143  VERT ORDER  -  FIRST     CLASS II
 JD0143
 JD0143.The horizontal coordinates were scaled from a topographic map and have
 JD0143.an estimated accuracy of +/- 6 seconds.
 JD0143
 JD0143.The orthometric height was determined by differential leveling
 JD0143.and adjusted by the National Geodetic Survey in June 1991..
 JD0143.WARNING-Repeat measurements at this control monument indicate possible
 JD0143.vertical movement.
 JD0143
 JD0143.The geoid height was determined by GEOID03.
 JD0143
 JD0143.The dynamic height is computed by dividing the NAVD 88
 JD0143.geopotential number by the normal gravity value computed on the
 JD0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0143.degrees latitude (g = 980.6199 gals.).
 JD0143
 JD0143.The modeled gravity was interpolated from observed gravity values.
 JD0143
 JD0143;                    North         East    Units  Estimated Accuracy
 JD0143;SPC MO C     -   298,120.      539,440.      MT  (+/- 180 meters Scaled)
 JD0143
 JD0143                          SUPERSEDED SURVEY CONTROL
 JD0143
 JD0143  NGVD 29 (??/??/??)  223.00   (m)          731.6    (f) RESET       3  
 JD0143
 JD0143.Superseded values are not recommended for survey control.
 JD0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0143.See file dsdata.txt to determine how the superseded data were derived.
 JD0143
 JD0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC830638(NAD 83)
 JD0143_MARKER: DB = BENCH MARK DISK
 JD0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0143_SP_SET: CONCRETE POST
 JD0143_STAMPING: C 37 1934 RESET 1939
 JD0143_MARK LOGO: CGS   
 JD0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0143+STABILITY: SURFACE MOTION
 JD0143
 JD0143  HISTORY     - Date     Condition        Report By
 JD0143  HISTORY     - 1939     MONUMENTED       CGS
 JD0143  HISTORY     - 1986     GOOD             NGS
 JD0143  HISTORY     - 19890718 GOOD             NGS
 JD0143
 JD0143                          STATION DESCRIPTION
 JD0143
 JD0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 JD0143'NEAR SCHUBERT.
 JD0143'IN THE NORTH PART OF SCHUBERT, ON THE COUNTY ROAD LEADING TO
 JD0143'OSAGE CITY, IN THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER
 JD0143'OF SECTION 32, T 44 N, R 10 W, 60 FEET WEST OF THE NORTHWEST
 JD0143'CORNER OF A CEMETERY, 40 FEET WEST OF THE CENTERLINE OF THE
 JD0143'COUNTY ROAD, 10 FEET SOUTH OF THE CENTERLINE OF A T-ROAD LEADING
 JD0143'EAST, AND 35 FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED
 JD0143'C 37 1934 RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.
 JD0143
 JD0143                          STATION RECOVERY (1986)
 JD0143
 JD0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0143'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.4 KM (8.95
 JD0143'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH U.S. HIGHWAY
 JD0143'54 IN JEFFERSON CITY, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG COUNTY
 JD0143'ROAD J, THENCE 0.3 KM (0.2 MI) SOUTHERLY ALONG JOHNS ROAD.  ADD--4.6 M
 JD0143'(15.1 FT) SOUTHWEST OF A SIGN (SCHUBERT).
 JD0143
 JD0143                          STATION RECOVERY (1989)
 JD0143
 JD0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0569 ***********************************************************************
 GF0569  DESIGNATION -  C 4
 GF0569  PID         -  GF0569
 GF0569  STATE/COUNTY-  MO/BARRY
 GF0569  USGS QUAD   -  MONETT (1972)
 GF0569
 GF0569                         *CURRENT SURVEY CONTROL
 GF0569  ___________________________________________________________________
 GF0569* NAD 83(1986)-  36 55 18.     (N)    093 55 24.     (W)     SCALED    
 GF0569* NAVD 88     -       401.649  (meters)    1317.74   (feet)  ADJUSTED  
 GF0569  ___________________________________________________________________
 GF0569  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GF0569  DYNAMIC HT  -         401.311 (meters)    1316.63  (feet)  COMP
 GF0569  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 GF0569
 GF0569  VERT ORDER  -  FIRST     CLASS II
 GF0569
 GF0569.The horizontal coordinates were scaled from a topographic map and have
 GF0569.an estimated accuracy of +/- 6 seconds.
 GF0569
 GF0569.The orthometric height was determined by differential leveling
 GF0569.and adjusted by the National Geodetic Survey in June 1991..
 GF0569
 GF0569.The geoid height was determined by GEOID03.
 GF0569
 GF0569.The dynamic height is computed by dividing the NAVD 88
 GF0569.geopotential number by the normal gravity value computed on the
 GF0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0569.degrees latitude (g = 980.6199 gals.).
 GF0569
 GF0569.The modeled gravity was interpolated from observed gravity values.
 GF0569
 GF0569;                    North         East    Units  Estimated Accuracy
 GF0569;SPC MO W     -    83,930.      901,380.      MT  (+/- 180 meters Scaled)
 GF0569
 GF0569                          SUPERSEDED SURVEY CONTROL
 GF0569
 GF0569  NGVD 29 (??/??/92)  401.485  (m)         1317.21   (f) ADJ UNCH    1 2
 GF0569
 GF0569.Superseded values are not recommended for survey control.
 GF0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0569.See file dsdata.txt to determine how the superseded data were derived.
 GF0569
 GF0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA177865(NAD 83)
 GF0569_MARKER: DB = BENCH MARK DISK
 GF0569_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GF0569_SP_SET: FOUNDATION
 GF0569_STAMPING: C 4 1928 1317.205
 GF0569_MARK LOGO: CGS   
 GF0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0569+STABILITY: SURFACE MOTION
 GF0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0569+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 GF0569
 GF0569  HISTORY     - Date     Condition        Report By
 GF0569  HISTORY     - 1928     MONUMENTED       CGS
 GF0569  HISTORY     - 1934     GOOD             NGS
 GF0569  HISTORY     - 19891024 GOOD             NGS
 GF0569  HISTORY     - 20021206 GOOD             GEOCAC
 GF0569
 GF0569                          STATION DESCRIPTION
 GF0569
 GF0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0569'AT MONETT.
 GF0569'AT MONETT, BARRY COUNTY, IN THE CENTRAL PART OF TOWN, AT THE
 GF0569'NORTHEAST CORNER OF THE INTERSECTION OF BOND AND FOURTH STREETS,
 GF0569'AT THE MASONIC TEMPLE, AT THE ENTRANCE ON THE SOUTH SIDE OF
 GF0569'THE BUILDING, UNDER THE IRON RAILING AT THE ENTRANCE TO THE
 GF0569'BASEMENT, AND IN THE TOP OF THE FOUNDATION AT THE SOUTHEAST
 GF0569'CORNER OF THE PORCH.  A STANDARD DISK, STAMPED 1317.205 C 4
 GF0569'1928.
 GF0569
 GF0569                          STATION RECOVERY (1989)
 GF0569
 GF0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0569'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MONETT,
 GF0569'AT THE INTERSECTION OF BOND AND FOURTH STREETS, IN THE FOUNDATION OF
 GF0569'THE SOUTH BASEMENT ENTRANCE TO THE MASONIC TEMPLE, 32.2 M (105.6 FT)
 GF0569'EAST OF THE CENTER OF FOURTH STREET, 16.3 M (53.5 FT) NORTH OF THE
 GF0569'CENTER OF BOND STREET, 4.7 M (15.4 FT) SOUTHWEST OF THE SOUTHEAST
 GF0569'CORNER OF THE BUILDING, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF BOND
 GF0569'STREET.
 GF0569
 GF0569                          STATION RECOVERY (2002)
 GF0569
 GF0569'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0558 ***********************************************************************
 JD0558  DESIGNATION -  C 4 B 1
 JD0558  PID         -  JD0558
 JD0558  STATE/COUNTY-  MO/COOPER
 JD0558  USGS QUAD   -  BUNCETON (1979)
 JD0558
 JD0558                         *CURRENT SURVEY CONTROL
 JD0558  ___________________________________________________________________
 JD0558* NAD 83(1986)-  38 48 39.     (N)    092 50 36.     (W)     SCALED    
 JD0558* NAVD 88     -       255.859  (meters)     839.43   (feet)  ADJUSTED  
 JD0558  ___________________________________________________________________
 JD0558  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0558  DYNAMIC HT  -         255.691 (meters)     838.88  (feet)  COMP
 JD0558  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 JD0558
 JD0558  VERT ORDER  -  SECOND    CLASS 0
 JD0558
 JD0558.The horizontal coordinates were scaled from a topographic map and have
 JD0558.an estimated accuracy of +/- 6 seconds.
 JD0558
 JD0558.The orthometric height was determined by differential leveling
 JD0558.and adjusted by the National Geodetic Survey in June 1991..
 JD0558
 JD0558.The geoid height was determined by GEOID03.
 JD0558
 JD0558.The dynamic height is computed by dividing the NAVD 88
 JD0558.geopotential number by the normal gravity value computed on the
 JD0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0558.degrees latitude (g = 980.6199 gals.).
 JD0558
 JD0558.The modeled gravity was interpolated from observed gravity values.
 JD0558
 JD0558;                    North         East    Units  Estimated Accuracy
 JD0558;SPC MO C     -   330,490.      470,180.      MT  (+/- 180 meters Scaled)
 JD0558
 JD0558                          SUPERSEDED SURVEY CONTROL
 JD0558
 JD0558  NGVD 29 (??/??/92)  255.77   (m)          839.1    (f) COMPUTED    2 0
 JD0558
 JD0558.Superseded values are not recommended for survey control.
 JD0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0558.See file dsdata.txt to determine how the superseded data were derived.
 JD0558
 JD0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC136957(NAD 83)
 JD0558_MARKER: DZ = AZIMUTH MARK DISK
 JD0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0558_STAMPING: C 4 B 1
 JD0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0558+STABILITY: SURFACE MOTION
 JD0558
 JD0558  HISTORY     - Date     Condition        Report By
 JD0558  HISTORY     - UNK      MONUMENTED       DOD
 JD0558  HISTORY     - 1963     GOOD             NGS
 JD0558
 JD0558                          STATION DESCRIPTION
 JD0558
 JD0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0558'9.6 MI SE FROM PILOT GROVE.
 JD0558'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 135 FROM THE INTERSECTION
 JD0558'OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE, THENCE 4.65
 JD0558'MILES SOUTHEAST ALONG A COUNTY ROAD, THENCE 3.8 MILES SOUTH
 JD0558'ALONG STATE HIGHWAY 5, THENCE 0.3 MILE EAST ALONG A TRACK
 JD0558'ROAD THROUGH A FIELD, NEAR THE CREST OF A SMALL RIDGE, 138
 JD0558'FEET NORTHEAST OF A T-FENCE JUNCTION, 90 FEET NORTH OF AN
 JD0558'EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 JD0558'TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0559 ***********************************************************************
 JD0559  DESIGNATION -  C 4 B 2
 JD0559  PID         -  JD0559
 JD0559  STATE/COUNTY-  MO/COOPER
 JD0559  USGS QUAD   -  BUNCETON (1979)
 JD0559
 JD0559                         *CURRENT SURVEY CONTROL
 JD0559  ___________________________________________________________________
 JD0559* NAD 83(1986)-  38 48 44.     (N)    092 51 03.     (W)     SCALED    
 JD0559* NAVD 88     -       254.430  (meters)     834.74   (feet)  ADJUSTED  
 JD0559  ___________________________________________________________________
 JD0559  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0559  DYNAMIC HT  -         254.263 (meters)     834.19  (feet)  COMP
 JD0559  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 JD0559
 JD0559  VERT ORDER  -  SECOND    CLASS 0
 JD0559
 JD0559.The horizontal coordinates were scaled from a topographic map and have
 JD0559.an estimated accuracy of +/- 6 seconds.
 JD0559
 JD0559.The orthometric height was determined by differential leveling
 JD0559.and adjusted by the National Geodetic Survey in June 1991..
 JD0559
 JD0559.The geoid height was determined by GEOID03.
 JD0559
 JD0559.The dynamic height is computed by dividing the NAVD 88
 JD0559.geopotential number by the normal gravity value computed on the
 JD0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0559.degrees latitude (g = 980.6199 gals.).
 JD0559
 JD0559.The modeled gravity was interpolated from observed gravity values.
 JD0559
 JD0559;                    North         East    Units  Estimated Accuracy
 JD0559;SPC MO C     -   330,650.      469,530.      MT  (+/- 180 meters Scaled)
 JD0559
 JD0559                          SUPERSEDED SURVEY CONTROL
 JD0559
 JD0559  NGVD 29 (??/??/92)  254.34   (m)          834.4    (f) COMPUTED    2 0
 JD0559
 JD0559.Superseded values are not recommended for survey control.
 JD0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0559.See file dsdata.txt to determine how the superseded data were derived.
 JD0559
 JD0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC129959(NAD 83)
 JD0559_MARKER: DZ = AZIMUTH MARK DISK
 JD0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0559_STAMPING: C 4 B 2
 JD0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0559+STABILITY: SURFACE MOTION
 JD0559
 JD0559  HISTORY     - Date     Condition        Report By
 JD0559  HISTORY     - UNK      MONUMENTED       DOD
 JD0559  HISTORY     - 1963     GOOD             NGS
 JD0559
 JD0559                          STATION DESCRIPTION
 JD0559
 JD0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0559'9.4 MI SE FROM PILOT GROVE.
 JD0559'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 135 FROM THE INTERSECTION
 JD0559'OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE, THENCE 4.65
 JD0559'MILES SOUTHEAST ALONG A COUNTY ROAD, THENCE 3.8 MILES SOUTH
 JD0559'ALONG STATE HIGHWAY 5, THENCE 0.15 MILE WEST-NORTHWEST ACROSS
 JD0559'A FIELD, NEAR THE CREST OF A RIDGE, ABOUT 243 FEET NORTH OF AN
 JD0559'EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 JD0559'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0561 ***********************************************************************
 JD0561  DESIGNATION -  C 4 Z
 JD0561  PID         -  JD0561
 JD0561  STATE/COUNTY-  MO/COOPER
 JD0561  USGS QUAD   -  BUNCETON (1979)
 JD0561
 JD0561                         *CURRENT SURVEY CONTROL
 JD0561  ___________________________________________________________________
 JD0561* NAD 83(1986)-  38 48 51.     (N)    092 51 07.     (W)     SCALED    
 JD0561* NAVD 88     -       249.816  (meters)     819.60   (feet)  ADJUSTED  
 JD0561  ___________________________________________________________________
 JD0561  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0561  DYNAMIC HT  -         249.652 (meters)     819.07  (feet)  COMP
 JD0561  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 JD0561
 JD0561  VERT ORDER  -  SECOND    CLASS 0
 JD0561
 JD0561.The horizontal coordinates were scaled from a topographic map and have
 JD0561.an estimated accuracy of +/- 6 seconds.
 JD0561
 JD0561.The orthometric height was determined by differential leveling
 JD0561.and adjusted by the National Geodetic Survey in June 1991..
 JD0561
 JD0561.The geoid height was determined by GEOID03.
 JD0561
 JD0561.The dynamic height is computed by dividing the NAVD 88
 JD0561.geopotential number by the normal gravity value computed on the
 JD0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0561.degrees latitude (g = 980.6199 gals.).
 JD0561
 JD0561.The modeled gravity was interpolated from observed gravity values.
 JD0561
 JD0561;                    North         East    Units  Estimated Accuracy
 JD0561;SPC MO C     -   330,860.      469,440.      MT  (+/- 180 meters Scaled)
 JD0561
 JD0561                          SUPERSEDED SURVEY CONTROL
 JD0561
 JD0561  NGVD 29 (??/??/92)  249.73   (m)          819.3    (f) COMPUTED    2 0
 JD0561
 JD0561.Superseded values are not recommended for survey control.
 JD0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0561.See file dsdata.txt to determine how the superseded data were derived.
 JD0561
 JD0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC128961(NAD 83)
 JD0561_MARKER: DS = TRIANGULATION STATION DISK
 JD0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0561_STAMPING: C 4 Z 1962
 JD0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0561+STABILITY: SURFACE MOTION
 JD0561
 JD0561  HISTORY     - Date     Condition        Report By
 JD0561  HISTORY     - 1962     MONUMENTED       CGS
 JD0561  HISTORY     - 1963     GOOD             NGS
 JD0561
 JD0561                          STATION DESCRIPTION
 JD0561
 JD0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0561'9.6 MI SE FROM PILOT GROVE.
 JD0561'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 135 FROM THE INTERSECTION
 JD0561'OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE, THENCE 4.65
 JD0561'MILES SOUTHEAST ALONG A COUNTY ROAD, THENCE 3.8 MILES SOUTH ALONG
 JD0561'STATE HIGHWAY 5, THENCE 0.35 MILE NORTHWEST ACROSS A FIELD, IN THE
 JD0561'SOUTHEAST CORNER OF A PASTURE, 65.6 FEET EAST-NORTHEAST OF R.M.
 JD0561'2, 105.0 FEET WEST-NORTHWEST OF RM 1, 22 FEET NORTH OF AN
 JD0561'EAST-WEST FENCE, 22.5 FEET NORTH OF A WITNESS POST, AND SET IN
 JD0561'THE TOP OF A CONCRETE POST 1.0 FOOT BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0562 ***********************************************************************
 JD0562  DESIGNATION -  C 4 Z RM 1
 JD0562  PID         -  JD0562
 JD0562  STATE/COUNTY-  MO/COOPER
 JD0562  USGS QUAD   -  BUNCETON (1979)
 JD0562
 JD0562                         *CURRENT SURVEY CONTROL
 JD0562  ___________________________________________________________________
 JD0562* NAD 83(1986)-  38 48 49.     (N)    092 51 06.     (W)     SCALED    
 JD0562* NAVD 88     -       250.162  (meters)     820.74   (feet)  ADJUSTED  
 JD0562  ___________________________________________________________________
 JD0562  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0562  DYNAMIC HT  -         249.998 (meters)     820.20  (feet)  COMP
 JD0562  MODELED GRAV-     979,965.5   (mgal)                       NAVD 88
 JD0562
 JD0562  VERT ORDER  -  SECOND    CLASS 0
 JD0562
 JD0562.The horizontal coordinates were scaled from a topographic map and have
 JD0562.an estimated accuracy of +/- 6 seconds.
 JD0562
 JD0562.The orthometric height was determined by differential leveling
 JD0562.and adjusted by the National Geodetic Survey in June 1991..
 JD0562
 JD0562.The geoid height was determined by GEOID03.
 JD0562
 JD0562.The dynamic height is computed by dividing the NAVD 88
 JD0562.geopotential number by the normal gravity value computed on the
 JD0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0562.degrees latitude (g = 980.6199 gals.).
 JD0562
 JD0562.The modeled gravity was interpolated from observed gravity values.
 JD0562
 JD0562;                    North         East    Units  Estimated Accuracy
 JD0562;SPC MO C     -   330,800.      469,460.      MT  (+/- 180 meters Scaled)
 JD0562
 JD0562                          SUPERSEDED SURVEY CONTROL
 JD0562
 JD0562  NGVD 29 (??/??/92)  250.08   (m)          820.5    (f) COMPUTED    2 0
 JD0562
 JD0562.Superseded values are not recommended for survey control.
 JD0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0562.See file dsdata.txt to determine how the superseded data were derived.
 JD0562
 JD0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC128961(NAD 83)
 JD0562_MARKER: DR = REFERENCE MARK DISK
 JD0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0562_STAMPING: C 4 Z NO 1 1962
 JD0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0562+STABILITY: SURFACE MOTION
 JD0562
 JD0562  HISTORY     - Date     Condition        Report By
 JD0562  HISTORY     - 1962     MONUMENTED       CGS
 JD0562  HISTORY     - 1963     GOOD             NGS
 JD0562
 JD0562                          STATION DESCRIPTION
 JD0562
 JD0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0562'9.6 MI SE FROM PILOT GROVE.
 JD0562'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 135 FROM THE INTERSECTION
 JD0562'OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE, THENCE 4.65
 JD0562'MILES SOUTHEAST ALONG A COUNTY ROAD, THENCE 3.8 MILES SOUTH
 JD0562'ALONG STATE HIGHWAY 5, THENCE 0.15 MILE WEST-NORTHWEST ACROSS
 JD0562'A FIELD, NEAR THE CREST OF A RIDGE, 167.0 FEET EAST OF RM 2,
 JD0562'105.0 FEET EAST-SOUTHEAST OF THE STATION MARK, 14.4 FEET WEST
 JD0562'OF A FENCE CORNER, 0.6 FEET NORTH OF A FENCE, AND SET IN THE
 JD0562'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0560 ***********************************************************************
 JD0560  DESIGNATION -  C 4 Z RM 2
 JD0560  PID         -  JD0560
 JD0560  STATE/COUNTY-  MO/COOPER
 JD0560  USGS QUAD   -  BUNCETON (1979)
 JD0560
 JD0560                         *CURRENT SURVEY CONTROL
 JD0560  ___________________________________________________________________
 JD0560* NAD 83(1986)-  38 48 50.     (N)    092 51 08.     (W)     SCALED    
 JD0560* NAVD 88     -       250.294  (meters)     821.17   (feet)  ADJUSTED  
 JD0560  ___________________________________________________________________
 JD0560  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0560  DYNAMIC HT  -         250.130 (meters)     820.63  (feet)  COMP
 JD0560  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 JD0560
 JD0560  VERT ORDER  -  SECOND    CLASS 0
 JD0560
 JD0560.The horizontal coordinates were scaled from a topographic map and have
 JD0560.an estimated accuracy of +/- 6 seconds.
 JD0560
 JD0560.The orthometric height was determined by differential leveling
 JD0560.and adjusted by the National Geodetic Survey in June 1991..
 JD0560
 JD0560.The geoid height was determined by GEOID03.
 JD0560
 JD0560.The dynamic height is computed by dividing the NAVD 88
 JD0560.geopotential number by the normal gravity value computed on the
 JD0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0560.degrees latitude (g = 980.6199 gals.).
 JD0560
 JD0560.The modeled gravity was interpolated from observed gravity values.
 JD0560
 JD0560;                    North         East    Units  Estimated Accuracy
 JD0560;SPC MO C     -   330,830.      469,410.      MT  (+/- 180 meters Scaled)
 JD0560
 JD0560                          SUPERSEDED SURVEY CONTROL
 JD0560
 JD0560  NGVD 29 (??/??/92)  250.21   (m)          820.9    (f) COMPUTED    2 0
 JD0560
 JD0560.Superseded values are not recommended for survey control.
 JD0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0560.See file dsdata.txt to determine how the superseded data were derived.
 JD0560
 JD0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC128961(NAD 83)
 JD0560_MARKER: DR = REFERENCE MARK DISK
 JD0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0560_STAMPING: C 4 Z NO 2 1962
 JD0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0560+STABILITY: SURFACE MOTION
 JD0560
 JD0560  HISTORY     - Date     Condition        Report By
 JD0560  HISTORY     - 1962     MONUMENTED       CGS
 JD0560  HISTORY     - 1963     GOOD             NGS
 JD0560
 JD0560                          STATION DESCRIPTION
 JD0560
 JD0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0560'9.6 MI SE FROM PILOT GROVE.
 JD0560'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 135 FROM THE INTERSECTION
 JD0560'OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE, THENCE 4.65
 JD0560'MILES SOUTHEAST ALONG A COUNTY ROAD, THENCE 3.8 MILES SOUTH
 JD0560'ALONG STATE HIGHWAY 5, THENCE 0.15 MILE WEST-NORTHWEST ACROSS
 JD0560'A FIELD, NEAR THE CREST OF A RIDGE, 167.0 FEET WEST OF R.M. 1,
 JD0560'65.6 FEET WEST-SOUTHWEST OF THE STATION MARK, 1.0 FOOT NORTH
 JD0560'OF AN EAST-WEST FENCE, AND SET IN THE TOP OF A CONCRETE POST
 JD0560'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0485 ***********************************************************************
 KD0485  DESIGNATION -  C 42/2
 KD0485  PID         -  KD0485
 KD0485  STATE/COUNTY-  MO/CARROLL
 KD0485  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD0485
 KD0485                         *CURRENT SURVEY CONTROL
 KD0485  ___________________________________________________________________
 KD0485* NAD 83(1986)-  39 25 07.     (N)    093 10 32.     (W)     SCALED    
 KD0485* NAVD 88     -       196.338  (meters)     644.15   (feet)  ADJUSTED  
 KD0485  ___________________________________________________________________
 KD0485  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KD0485  DYNAMIC HT  -         196.223 (meters)     643.77  (feet)  COMP
 KD0485  MODELED GRAV-     980,035.4   (mgal)                       NAVD 88
 KD0485
 KD0485  VERT ORDER  -  FIRST     CLASS II
 KD0485
 KD0485.The horizontal coordinates were scaled from a topographic map and have
 KD0485.an estimated accuracy of +/- 6 seconds.
 KD0485
 KD0485.The orthometric height was determined by differential leveling
 KD0485.and adjusted by the National Geodetic Survey in June 1991..
 KD0485
 KD0485.The geoid height was determined by GEOID03.
 KD0485
 KD0485.The dynamic height is computed by dividing the NAVD 88
 KD0485.geopotential number by the normal gravity value computed on the
 KD0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0485.degrees latitude (g = 980.6199 gals.).
 KD0485
 KD0485.The modeled gravity was interpolated from observed gravity values.
 KD0485
 KD0485;                    North         East    Units  Estimated Accuracy
 KD0485;SPC MO C     -   398,120.      441,830.      MT  (+/- 180 meters Scaled)
 KD0485
 KD0485                          SUPERSEDED SURVEY CONTROL
 KD0485
 KD0485  NGVD 29 (??/??/92)  196.310  (m)          644.06   (f) ADJ UNCH    1 2
 KD0485
 KD0485.Superseded values are not recommended for survey control.
 KD0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0485.See file dsdata.txt to determine how the superseded data were derived.
 KD0485
 KD0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD848632(NAD 83)
 KD0485_MARKER: Q = CHISELED SQUARE
 KD0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0485_SP_SET: CURB
 KD0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0485
 KD0485  HISTORY     - Date     Condition        Report By
 KD0485  HISTORY     - UNK      MONUMENTED       DOD
 KD0485  HISTORY     - 1948     GOOD             NGS
 KD0485
 KD0485                          STATION DESCRIPTION
 KD0485
 KD0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0485'3.4 MI W FROM BRUNSWICK.
 KD0485'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE WABASH
 KD0485'RAILROAD STATION AT BRUNSWICK, THENCE 1.5 MILES SOUTHWEST ALONG
 KD0485'U.S. HIGHWAY 24, NEAR A POINT WHERE THE HIGHWAY MAKES A TURN
 KD0485'TO THE WEST AWAY FROM THE RAILROAD, ABOUT 400 FEET WEST OF
 KD0485'WABASH RAILROAD MILE POST 190 TO ST. LOUIS, ABOUT 300 FEET
 KD0485'WEST OF A GRADE CROSSING, 10.0 FEET SOUTH OF THE CENTER LINE
 KD0485'OF THE HIGHWAY, A CHISELED SQUARE CUT ON THE EAST END OF THE
 KD0485'SOUTH BRIDGE CURB IN THE NORTHEAST CORNER OF HIGHWAY BRIDGE
 KD0485'NO. J 111.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0484 ***********************************************************************
 KD0484  DESIGNATION -  C 43/2
 KD0484  PID         -  KD0484
 KD0484  STATE/COUNTY-  MO/CARROLL
 KD0484  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD0484
 KD0484                         *CURRENT SURVEY CONTROL
 KD0484  ___________________________________________________________________
 KD0484* NAD 83(1986)-  39 25 09.     (N)    093 11 09.     (W)     SCALED    
 KD0484* NAVD 88     -       196.048  (meters)     643.20   (feet)  ADJUSTED  
 KD0484  ___________________________________________________________________
 KD0484  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KD0484  DYNAMIC HT  -         195.933 (meters)     642.82  (feet)  COMP
 KD0484  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 KD0484
 KD0484  VERT ORDER  -  FIRST     CLASS II
 KD0484
 KD0484.The horizontal coordinates were scaled from a topographic map and have
 KD0484.an estimated accuracy of +/- 6 seconds.
 KD0484
 KD0484.The orthometric height was determined by differential leveling
 KD0484.and adjusted by the National Geodetic Survey in June 1991..
 KD0484
 KD0484.The geoid height was determined by GEOID03.
 KD0484
 KD0484.The dynamic height is computed by dividing the NAVD 88
 KD0484.geopotential number by the normal gravity value computed on the
 KD0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0484.degrees latitude (g = 980.6199 gals.).
 KD0484
 KD0484.The modeled gravity was interpolated from observed gravity values.
 KD0484
 KD0484;                    North         East    Units  Estimated Accuracy
 KD0484;SPC MO C     -   398,190.      440,950.      MT  (+/- 180 meters Scaled)
 KD0484
 KD0484                          SUPERSEDED SURVEY CONTROL
 KD0484
 KD0484  NGVD 29 (??/??/92)  196.021  (m)          643.11   (f) ADJ UNCH    1 2
 KD0484
 KD0484.Superseded values are not recommended for survey control.
 KD0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0484.See file dsdata.txt to determine how the superseded data were derived.
 KD0484
 KD0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD840633(NAD 83)
 KD0484_MARKER: Q = CHISELED SQUARE
 KD0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0484_SP_SET: CURB
 KD0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0484
 KD0484  HISTORY     - Date     Condition        Report By
 KD0484  HISTORY     - UNK      MONUMENTED       DOD
 KD0484  HISTORY     - 1948     GOOD             NGS
 KD0484
 KD0484                          STATION DESCRIPTION
 KD0484
 KD0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0484'3.9 MI W FROM BRUNSWICK.
 KD0484'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE WABASH
 KD0484'RAILROAD STATION AT BRUNSWICK, THENCE 2.0 MILES SOUTHWEST ALONG
 KD0484'U.S. HIGHWAY 24, ABOUT 400.0 FEET EAST OF THE WEST SMITH
 KD0484'SCHOOL HOUSE, DISTRICT NO. 80, 10.0 FEET SOUTH OF THE CENTER
 KD0484'LINE OF THE HIGHWAY, A CHISELED SQUARE CUT ON THE EAST END OF
 KD0484'THE CONCRETE BRIDGE CURB AT THE SOUTHEAST CORNER OF HIGHWAY
 KD0484'BRIDGE NO. J 175.  NOTE-- MARK IS 0.7 MILE NORTHWEST OF BENCH
 KD0484'MARK U 213.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0481 ***********************************************************************
 KD0481  DESIGNATION -  C 46/2
 KD0481  PID         -  KD0481
 KD0481  STATE/COUNTY-  MO/CARROLL
 KD0481  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD0481
 KD0481                         *CURRENT SURVEY CONTROL
 KD0481  ___________________________________________________________________
 KD0481* NAD 83(1986)-  39 23 44.     (N)    093 12 37.     (W)     SCALED    
 KD0481* NAVD 88     -       196.420  (meters)     644.42   (feet)  ADJUSTED  
 KD0481  ___________________________________________________________________
 KD0481  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0481  DYNAMIC HT  -         196.304 (meters)     644.04  (feet)  COMP
 KD0481  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 KD0481
 KD0481  VERT ORDER  -  FIRST     CLASS II
 KD0481
 KD0481.The horizontal coordinates were scaled from a topographic map and have
 KD0481.an estimated accuracy of +/- 6 seconds.
 KD0481
 KD0481.The orthometric height was determined by differential leveling
 KD0481.and adjusted by the National Geodetic Survey in June 1991..
 KD0481
 KD0481.The geoid height was determined by GEOID03.
 KD0481
 KD0481.The dynamic height is computed by dividing the NAVD 88
 KD0481.geopotential number by the normal gravity value computed on the
 KD0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0481.degrees latitude (g = 980.6199 gals.).
 KD0481
 KD0481.The modeled gravity was interpolated from observed gravity values.
 KD0481
 KD0481;                    North         East    Units  Estimated Accuracy
 KD0481;SPC MO C     -   395,580.      438,820.      MT  (+/- 180 meters Scaled)
 KD0481
 KD0481                          SUPERSEDED SURVEY CONTROL
 KD0481
 KD0481  NGVD 29 (??/??/92)  196.395  (m)          644.34   (f) ADJ UNCH    1 2
 KD0481
 KD0481.Superseded values are not recommended for survey control.
 KD0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0481.See file dsdata.txt to determine how the superseded data were derived.
 KD0481
 KD0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD818606(NAD 83)
 KD0481_MARKER: Q = CHISELED SQUARE
 KD0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0481_SP_SET: CURB
 KD0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0481
 KD0481  HISTORY     - Date     Condition        Report By
 KD0481  HISTORY     - UNK      MONUMENTED       DOD
 KD0481  HISTORY     - 1948     GOOD             NGS
 KD0481  HISTORY     - 1964     MARK NOT FOUND   NGS
 KD0481
 KD0481                          STATION DESCRIPTION
 KD0481
 KD0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0481'0.9 MI NE FROM DE WITT.
 KD0481'0.9 MILE NORTHEAST ALONG THE WABASH RAILROAD FROM THE STATION
 KD0481'AT DE WITT, ON THE NORTH END OF THE WEST CURB OF A BRIDGE FOR
 KD0481'U.S. HIGHWAY 24 OVER A DRAINAGE DITCH, 11.0 FEET WEST OF THE
 KD0481'CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF THE NORTH
 KD0481'END OF THE CURB, A CHISELED SQUARE.
 KD0481
 KD0481                          STATION RECOVERY (1964)
 KD0481
 KD0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0250 ***********************************************************************
 GG0250  DESIGNATION -  C 47
 GG0250  PID         -  GG0250
 GG0250  STATE/COUNTY-  MO/NEWTON
 GG0250  USGS QUAD   -  SENECA (1978)
 GG0250
 GG0250                         *CURRENT SURVEY CONTROL
 GG0250  ___________________________________________________________________
 GG0250* NAD 83(1986)-  36 51 22.     (N)    094 34 53.     (W)     SCALED    
 GG0250* NAVD 88     -       271.666  (meters)     891.29   (feet)  ADJUSTED  
 GG0250  ___________________________________________________________________
 GG0250  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GG0250  DYNAMIC HT  -         271.444 (meters)     890.56  (feet)  COMP
 GG0250  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 GG0250
 GG0250  VERT ORDER  -  SECOND    CLASS 0
 GG0250
 GG0250.The horizontal coordinates were scaled from a topographic map and have
 GG0250.an estimated accuracy of +/- 6 seconds.
 GG0250
 GG0250.The orthometric height was determined by differential leveling
 GG0250.and adjusted by the National Geodetic Survey in June 1991..
 GG0250
 GG0250.The geoid height was determined by GEOID03.
 GG0250
 GG0250.The dynamic height is computed by dividing the NAVD 88
 GG0250.geopotential number by the normal gravity value computed on the
 GG0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0250.degrees latitude (g = 980.6199 gals.).
 GG0250
 GG0250.The modeled gravity was interpolated from observed gravity values.
 GG0250
 GG0250;                    North         East    Units  Estimated Accuracy
 GG0250;SPC MO W     -    76,510.      842,740.      MT  (+/- 180 meters Scaled)
 GG0250
 GG0250                          SUPERSEDED SURVEY CONTROL
 GG0250
 GG0250  NGVD 29 (??/??/92)  271.558  (m)          890.94   (f) ADJ UNCH    2 0
 GG0250
 GG0250.Superseded values are not recommended for survey control.
 GG0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0250.See file dsdata.txt to determine how the superseded data were derived.
 GG0250
 GG0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA590800(NAD 83)
 GG0250_MARKER: DB = BENCH MARK DISK
 GG0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0250_SP_SET: CULVERT
 GG0250_STAMPING: C 47 1934
 GG0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0250
 GG0250  HISTORY     - Date     Condition        Report By
 GG0250  HISTORY     - 1934     MONUMENTED       CGS
 GG0250  HISTORY     - 20060322 MARK NOT FOUND   MODNR
 GG0250
 GG0250                          STATION DESCRIPTION
 GG0250
 GG0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0250'2.5 MI E FROM SENECA.
 GG0250'2.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0250'THE OKLAHOMA-MISSOURI STATE LINE MARKER AT SENECA, NEWTON
 GG0250'COUNTY, ONE POLE WEST OF THE TWENTIETH POLE WEST OF MILEPOST
 GG0250'323, 150 FEET NORTH OF U.S. HIGHWAY 60, AT A CULVERT UNDER THE
 GG0250'TRACK, AND IN THE TOP OF THE SOUTH CONCRETE HEADWALL.  A STANDARD
 GG0250'DISK, STAMPED C 47 1934.
 GG0250
 GG0250                          STATION RECOVERY (2006)
 GG0250
 GG0250'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0419 ***********************************************************************
 LF0419  DESIGNATION -  C 48
 LF0419  PID         -  LF0419
 LF0419  STATE/COUNTY-  MO/HOLT
 LF0419  USGS QUAD   -  BIG LAKE (1981)
 LF0419
 LF0419                         *CURRENT SURVEY CONTROL
 LF0419  ___________________________________________________________________
 LF0419* NAD 83(1986)-  40 03 07.     (N)    095 18 45.     (W)     SCALED    
 LF0419* NAVD 88     -       261.197  (meters)     856.94   (feet)  ADJUSTED  
 LF0419  ___________________________________________________________________
 LF0419  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 LF0419  DYNAMIC HT  -         261.053 (meters)     856.47  (feet)  COMP
 LF0419  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 LF0419
 LF0419  VERT ORDER  -  FIRST     CLASS II
 LF0419
 LF0419.The horizontal coordinates were scaled from a topographic map and have
 LF0419.an estimated accuracy of +/- 6 seconds.
 LF0419
 LF0419.The orthometric height was determined by differential leveling
 LF0419.and adjusted by the National Geodetic Survey in June 1991..
 LF0419.WARNING-Repeat measurements at this control monument indicate possible
 LF0419.vertical movement.
 LF0419
 LF0419.The geoid height was determined by GEOID03.
 LF0419
 LF0419.The dynamic height is computed by dividing the NAVD 88
 LF0419.geopotential number by the normal gravity value computed on the
 LF0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0419.degrees latitude (g = 980.6199 gals.).
 LF0419
 LF0419.The modeled gravity was interpolated from observed gravity values.
 LF0419
 LF0419;                    North         East    Units  Estimated Accuracy
 LF0419;SPC MO W     -   431,550.      780,670.      MT  (+/- 180 meters Scaled)
 LF0419
 LF0419                          SUPERSEDED SURVEY CONTROL
 LF0419
 LF0419  NGVD 29 (??/??/92)  261.141  (m)          856.76   (f) ADJ UNCH    1 2
 LF0419
 LF0419.Superseded values are not recommended for survey control.
 LF0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0419.See file dsdata.txt to determine how the superseded data were derived.
 LF0419
 LF0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE027360(NAD 83)
 LF0419_MARKER: DB = BENCH MARK DISK
 LF0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0419_SP_SET: CONCRETE POST
 LF0419_STAMPING: C 48 1934
 LF0419_MARK LOGO: CGS   
 LF0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0419+STABILITY: SURFACE MOTION
 LF0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0419+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1989
 LF0419
 LF0419  HISTORY     - Date     Condition        Report By
 LF0419  HISTORY     - 1934     MONUMENTED       CGS
 LF0419  HISTORY     - 1948     GOOD             NGS
 LF0419  HISTORY     - 1959     GOOD             NGS
 LF0419  HISTORY     - 1975     GOOD             USGS
 LF0419  HISTORY     - 19890814 GOOD             NGS
 LF0419
 LF0419                          STATION DESCRIPTION
 LF0419
 LF0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0419'0.2 MI E FROM FORTESCUE.
 LF0419'0.25 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0419'FROM THE STATION AT FORTESCUE, 47.3 FEET SOUTH OF THE SOUTH
 LF0419'RAIL OF THE MOST SOUTHERLY TRACK, 44.0 FEET SOUTHEAST OF SEMAPHORE
 LF0419'S 308, 25.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A RAILROAD
 LF0419'SECTION HOUSE, 3.6 FEET WEST OF A CONCRETE FENCE CORNER POST,
 LF0419'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF0419
 LF0419                          STATION RECOVERY (1959)
 LF0419
 LF0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0419'RECOVERED IN GOOD CONDITION.
 LF0419
 LF0419                          STATION RECOVERY (1975)
 LF0419
 LF0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0419'CHANGE DESCRIPTION AS FOLLOWS. OMIT-- 25.6 FT. SE OF SE CORNER OF A
 LF0419'R.R. SECTION HOUSE. ADD-- 0.3 MI E. ALONG R.R. FROM X-ING WITH STATE
 LF0419'HWY P. 50 FT. SE OF SWITCH TO R.R. SIDING.
 LF0419
 LF0419                          STATION RECOVERY (1989)
 LF0419
 LF0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0843 ***********************************************************************
 JC0843  DESIGNATION -  C 49
 JC0843  PID         -  JC0843
 JC0843  STATE/COUNTY-  MO/CRAWFORD
 JC0843  USGS QUAD   -  LEASBURG (1980)
 JC0843
 JC0843                         *CURRENT SURVEY CONTROL
 JC0843  ___________________________________________________________________
 JC0843* NAD 83(1986)-  38 00 15.     (N)    091 22 15.     (W)     SCALED    
 JC0843* NAVD 88     -       233.196  (meters)     765.08   (feet)  ADJUSTED  
 JC0843  ___________________________________________________________________
 JC0843  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 JC0843  DYNAMIC HT  -         233.028 (meters)     764.53  (feet)  COMP
 JC0843  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 JC0843
 JC0843  VERT ORDER  -  SECOND    CLASS 0
 JC0843
 JC0843.The horizontal coordinates were scaled from a topographic map and have
 JC0843.an estimated accuracy of +/- 6 seconds.
 JC0843
 JC0843.The orthometric height was determined by differential leveling
 JC0843.and adjusted by the National Geodetic Survey in June 1991..
 JC0843
 JC0843.The geoid height was determined by GEOID03.
 JC0843
 JC0843.The dynamic height is computed by dividing the NAVD 88
 JC0843.geopotential number by the normal gravity value computed on the
 JC0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0843.degrees latitude (g = 980.6199 gals.).
 JC0843
 JC0843.The modeled gravity was interpolated from observed gravity values.
 JC0843
 JC0843;                    North         East    Units  Estimated Accuracy
 JC0843;SPC MO E     -   241,250.      173,520.      MT  (+/- 180 meters Scaled)
 JC0843
 JC0843                          SUPERSEDED SURVEY CONTROL
 JC0843
 JC0843  NGVD 29 (??/??/92)  233.194  (m)          765.07   (f) ADJ UNCH    2 0
 JC0843
 JC0843.Superseded values are not recommended for survey control.
 JC0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0843.See file dsdata.txt to determine how the superseded data were derived.
 JC0843
 JC0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC430075(NAD 83)
 JC0843_MARKER: DB = BENCH MARK DISK
 JC0843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0843_SP_SET: UNDERPASS TRESTLE
 JC0843_STAMPING: C 49 1934
 JC0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0843
 JC0843  HISTORY     - Date     Condition        Report By
 JC0843  HISTORY     - 1934     MONUMENTED       CGS
 JC0843
 JC0843                          STATION DESCRIPTION
 JC0843
 JC0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JC0843'4.4 MI S FROM CUBA.
 JC0843'4.4 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JC0843'THE STATION AT CUBA, CRAWFORD COUNTY, 0.3 MILE NORTH OF THE
 JC0843'STATION SIGNBOARD AT BOYD, 51 FEET WEST OF THE FIFTH POLE SOUTH
 JC0843'OF MILEPOST 91, 0.2 MILE EAST OF A GRAY HOUSE SURROUNDED BY AN
 JC0843'ORNAMENTAL-IRON FENCE, AT DIRT ROAD UNDERPASS TRESTLE 91.2 IN
 JC0843'THE TOP OF THE SOUTHWEST SANDSTONE ABUTMENT, AND ABOUT 8 FEET
 JC0843'NORTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 JC0843'STAMPED C 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0645 ***********************************************************************
 HD0645  DESIGNATION -  C 5
 HD0645  PID         -  HD0645
 HD0645  STATE/COUNTY-  MO/GREENE
 HD0645  USGS QUAD   -  REPUBLIC (1975)
 HD0645
 HD0645                         *CURRENT SURVEY CONTROL
 HD0645  ___________________________________________________________________
 HD0645* NAD 83(1986)-  37 06 53.     (N)    093 29 07.     (W)     SCALED    
 HD0645* NAVD 88     -       402.339  (meters)    1320.01   (feet)  POSTED    
 HD0645  ___________________________________________________________________
 HD0645  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HD0645  DYNAMIC HT  -         402.010 (meters)    1318.93  (feet)  COMP
 HD0645  MODELED GRAV-     979,800.3   (mgal)                       NAVD 88
 HD0645
 HD0645  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HD0645
 HD0645.The horizontal coordinates were scaled from a topographic map and have
 HD0645.an estimated accuracy of +/- 6 seconds.
 HD0645
 HD0645.The orthometric height was determined by differential leveling
 HD0645.and adjusted by the National Geodetic Survey in 1992..
 HD0645.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HD0645.rate of 3.1 thru 4.0 mm/km.
 HD0645
 HD0645.The geoid height was determined by GEOID03.
 HD0645
 HD0645.The dynamic height is computed by dividing the NAVD 88
 HD0645.geopotential number by the normal gravity value computed on the
 HD0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0645.degrees latitude (g = 980.6199 gals.).
 HD0645
 HD0645.The modeled gravity was interpolated from observed gravity values.
 HD0645
 HD0645;                    North         East    Units  Estimated Accuracy
 HD0645;SPC MO C     -   142,640.      412,440.      MT  (+/- 180 meters Scaled)
 HD0645
 HD0645                          SUPERSEDED SURVEY CONTROL
 HD0645
 HD0645  NGVD 29 (??/??/92)  402.182  (m)         1319.49   (f) ADJ UNCH    1 2
 HD0645
 HD0645.Superseded values are not recommended for survey control.
 HD0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0645.See file dsdata.txt to determine how the superseded data were derived.
 HD0645
 HD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB568077(NAD 83)
 HD0645_MARKER: DB = BENCH MARK DISK
 HD0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0645_STAMPING: 1319.492 C 5 1928
 HD0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0645+STABILITY: SURFACE MOTION
 HD0645
 HD0645  HISTORY     - Date     Condition        Report By
 HD0645  HISTORY     - 1928     MONUMENTED       CGS
 HD0645  HISTORY     - 1934     GOOD             NGS
 HD0645  HISTORY     - 19891012 MARK NOT FOUND   NGS
 HD0645
 HD0645                          STATION DESCRIPTION
 HD0645
 HD0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0645'AT REPUBLIC.
 HD0645'AT REPUBLIC, GREENE COUNTY, ON THE RIGHT-OF-WAY OF THE ST. LOUIS-SAN
 HD0645'FRANCISCO RAILWAY, 1/3 MILE SOUTHWEST OF THE STATION, AT THE FIRST
 HD0645'ROAD CROSSING SOUTHWEST OF TOWN, 48-1/2 FEET WEST OF THE CENTER
 HD0645'OF THE CROSSING, 41 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN
 HD0645'TRACK, OPPOSITE AND BETWEEN POLES 251-39 AND 251-40, AT THE
 HD0645'SOUTHEAST CORNER OF AN APPLE ORCHARD, AND 8 FEET SOUTHEAST OF THE
 HD0645'NORTHWEST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1319.492
 HD0645'C 5 1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HD0645'INCHES ABOVE GROUND.
 HD0645
 HD0645                          STATION RECOVERY (1989)
 HD0645
 HD0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0545 ***********************************************************************
 JD0545  DESIGNATION -  C 5 B 1
 JD0545  PID         -  JD0545
 JD0545  STATE/COUNTY-  MO/COOPER
 JD0545  USGS QUAD   -  TIPTON (1979)
 JD0545
 JD0545                         *CURRENT SURVEY CONTROL
 JD0545  ___________________________________________________________________
 JD0545* NAD 83(1986)-  38 44 08.     (N)    092 50 51.     (W)     SCALED    
 JD0545* NAVD 88     -       279.971  (meters)     918.54   (feet)  ADJUSTED  
 JD0545  ___________________________________________________________________
 JD0545  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0545  DYNAMIC HT  -         279.784 (meters)     917.92  (feet)  COMP
 JD0545  MODELED GRAV-     979,951.0   (mgal)                       NAVD 88
 JD0545
 JD0545  VERT ORDER  -  SECOND    CLASS 0
 JD0545
 JD0545.The horizontal coordinates were scaled from a topographic map and have
 JD0545.an estimated accuracy of +/- 6 seconds.
 JD0545
 JD0545.The orthometric height was determined by differential leveling
 JD0545.and adjusted by the National Geodetic Survey in June 1991..
 JD0545
 JD0545.The geoid height was determined by GEOID03.
 JD0545
 JD0545.The dynamic height is computed by dividing the NAVD 88
 JD0545.geopotential number by the normal gravity value computed on the
 JD0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0545.degrees latitude (g = 980.6199 gals.).
 JD0545
 JD0545.The modeled gravity was interpolated from observed gravity values.
 JD0545
 JD0545;                    North         East    Units  Estimated Accuracy
 JD0545;SPC MO C     -   322,130.      469,790.      MT  (+/- 180 meters Scaled)
 JD0545
 JD0545                          SUPERSEDED SURVEY CONTROL
 JD0545
 JD0545  NGVD 29 (??/??/92)  279.88   (m)          918.2    (f) COMPUTED    2 0
 JD0545
 JD0545.Superseded values are not recommended for survey control.
 JD0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0545.See file dsdata.txt to determine how the superseded data were derived.
 JD0545
 JD0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC132874(NAD 83)
 JD0545_MARKER: DZ = AZIMUTH MARK DISK
 JD0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0545+STABILITY: SURFACE MOTION
 JD0545
 JD0545  HISTORY     - Date     Condition        Report By
 JD0545  HISTORY     - UNK      MONUMENTED       DOD
 JD0545  HISTORY     - 1963     GOOD             NGS
 JD0545
 JD0545                          STATION DESCRIPTION
 JD0545
 JD0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0545'5.8 MI NE FROM SYRACUSE.
 JD0545'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0545'STATION AT SYRACUSE, THENCE 4.7 MILES NORTH ALONG STATE HIGHWAY 5,
 JD0545'THENCE 0.25 MILE EAST ACROSS A FIELD, ON THE CREST OF A SLIGHT
 JD0545'RIDGE, 300 FEET NORTHWEST OF A CONCETE SILO, A 1 1/2 X 4 FOOT
 JD0545'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS
 JD0545'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0541 ***********************************************************************
 JD0541  DESIGNATION -  C 5 B 2
 JD0541  PID         -  JD0541
 JD0541  STATE/COUNTY-  MO/COOPER
 JD0541  USGS QUAD   -  TIPTON (1979)
 JD0541
 JD0541                         *CURRENT SURVEY CONTROL
 JD0541  ___________________________________________________________________
 JD0541* NAD 83(1986)-  38 43 57.     (N)    092 50 49.     (W)     SCALED    
 JD0541* NAVD 88     -       275.248  (meters)     903.04   (feet)  ADJUSTED  
 JD0541  ___________________________________________________________________
 JD0541  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0541  DYNAMIC HT  -         275.064 (meters)     902.44  (feet)  COMP
 JD0541  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 JD0541
 JD0541  VERT ORDER  -  SECOND    CLASS 0
 JD0541
 JD0541.The horizontal coordinates were scaled from a topographic map and have
 JD0541.an estimated accuracy of +/- 6 seconds.
 JD0541
 JD0541.The orthometric height was determined by differential leveling
 JD0541.and adjusted by the National Geodetic Survey in June 1991..
 JD0541
 JD0541.The geoid height was determined by GEOID03.
 JD0541
 JD0541.The dynamic height is computed by dividing the NAVD 88
 JD0541.geopotential number by the normal gravity value computed on the
 JD0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0541.degrees latitude (g = 980.6199 gals.).
 JD0541
 JD0541.The modeled gravity was interpolated from observed gravity values.
 JD0541
 JD0541;                    North         East    Units  Estimated Accuracy
 JD0541;SPC MO C     -   321,790.      469,840.      MT  (+/- 180 meters Scaled)
 JD0541
 JD0541                          SUPERSEDED SURVEY CONTROL
 JD0541
 JD0541  NGVD 29 (??/??/92)  275.15   (m)          902.7    (f) COMPUTED    2 0
 JD0541
 JD0541.Superseded values are not recommended for survey control.
 JD0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0541.See file dsdata.txt to determine how the superseded data were derived.
 JD0541
 JD0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC133871(NAD 83)
 JD0541_MARKER: DZ = AZIMUTH MARK DISK
 JD0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0541+STABILITY: SURFACE MOTION
 JD0541
 JD0541  HISTORY     - Date     Condition        Report By
 JD0541  HISTORY     - UNK      MONUMENTED       DOD
 JD0541  HISTORY     - 1963     GOOD             NGS
 JD0541
 JD0541                          STATION DESCRIPTION
 JD0541
 JD0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0541'5.6 MI NE FROM SYRACUSE.
 JD0541'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0541'STATION AT SYRACUSE, THENCE 4.5 MILES NORTH ALONG STATE HIGHWAY
 JD0541'5, THENCE 0.3 MILE EAST ACROSS A FIELD, ABOUT 0.2 MILE SOUTH OF A
 JD0541'CONCRETE SILO, 4.5 FEET WEST OF A NORTHEAST-SOUTHWEST FENCE, A
 JD0541'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF
 JD0541'THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0543 ***********************************************************************
 JD0543  DESIGNATION -  C 5 Z
 JD0543  PID         -  JD0543
 JD0543  STATE/COUNTY-  MO/COOPER
 JD0543  USGS QUAD   -  TIPTON (1979)
 JD0543
 JD0543                         *CURRENT SURVEY CONTROL
 JD0543  ___________________________________________________________________
 JD0543* NAD 83(1986)-  38 43 55.     (N)    092 50 22.     (W)     SCALED    
 JD0543* NAVD 88     -       283.900  (meters)     931.43   (feet)  ADJUSTED  
 JD0543  ___________________________________________________________________
 JD0543  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0543  DYNAMIC HT  -         283.710 (meters)     930.81  (feet)  COMP
 JD0543  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 JD0543
 JD0543  VERT ORDER  -  SECOND    CLASS 0
 JD0543
 JD0543.The horizontal coordinates were scaled from a topographic map and have
 JD0543.an estimated accuracy of +/- 6 seconds.
 JD0543
 JD0543.The orthometric height was determined by differential leveling
 JD0543.and adjusted by the National Geodetic Survey in June 1991..
 JD0543
 JD0543.The geoid height was determined by GEOID03.
 JD0543
 JD0543.The dynamic height is computed by dividing the NAVD 88
 JD0543.geopotential number by the normal gravity value computed on the
 JD0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0543.degrees latitude (g = 980.6199 gals.).
 JD0543
 JD0543.The modeled gravity was interpolated from observed gravity values.
 JD0543
 JD0543;                    North         East    Units  Estimated Accuracy
 JD0543;SPC MO C     -   321,730.      470,490.      MT  (+/- 180 meters Scaled)
 JD0543
 JD0543                          SUPERSEDED SURVEY CONTROL
 JD0543
 JD0543  NGVD 29 (??/??/92)  283.81   (m)          931.1    (f) COMPUTED    2 0
 JD0543
 JD0543.Superseded values are not recommended for survey control.
 JD0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0543.See file dsdata.txt to determine how the superseded data were derived.
 JD0543
 JD0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC139870(NAD 83)
 JD0543_MARKER: DS = TRIANGULATION STATION DISK
 JD0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0543_STAMPING: C 5 Z 1962
 JD0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0543+STABILITY: SURFACE MOTION
 JD0543
 JD0543  HISTORY     - Date     Condition        Report By
 JD0543  HISTORY     - 1962     MONUMENTED       CGS
 JD0543  HISTORY     - 1963     GOOD             NGS
 JD0543
 JD0543                          STATION DESCRIPTION
 JD0543
 JD0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0543'6 MI NE FROM SYRACUSE.
 JD0543'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0543'STATION AT SYRACUSE, THENCE 4.5 MILES NORTH ALONG STATE HIGHWAY
 JD0543'5, THENCE 0.7 MILE EAST ACROSS A FIELD, NEAR AN ABANDONED
 JD0543'FARMHOUSE, 34.8 FEET EAST OF THE NORTHEAST LEG OF A WINDMILL
 JD0543'TOWER, 28.4 FEET WEST-SOUTHWEST OF R.M. 1, 25.5 FEET EAST OF
 JD0543'R.M. 2, 10 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 JD0543'POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0544 ***********************************************************************
 JD0544  DESIGNATION -  C 5 Z RM 1
 JD0544  PID         -  JD0544
 JD0544  STATE/COUNTY-  MO/COOPER
 JD0544  USGS QUAD   -  TIPTON (1979)
 JD0544
 JD0544                         *CURRENT SURVEY CONTROL
 JD0544  ___________________________________________________________________
 JD0544* NAD 83(1986)-  38 43 55.     (N)    092 50 22.     (W)     SCALED    
 JD0544* NAVD 88     -       283.995  (meters)     931.74   (feet)  ADJUSTED  
 JD0544  ___________________________________________________________________
 JD0544  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0544  DYNAMIC HT  -         283.805 (meters)     931.12  (feet)  COMP
 JD0544  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 JD0544
 JD0544  VERT ORDER  -  SECOND    CLASS 0
 JD0544
 JD0544.The horizontal coordinates were scaled from a topographic map and have
 JD0544.an estimated accuracy of +/- 6 seconds.
 JD0544
 JD0544.The orthometric height was determined by differential leveling
 JD0544.and adjusted by the National Geodetic Survey in June 1991..
 JD0544
 JD0544.The geoid height was determined by GEOID03.
 JD0544
 JD0544.The dynamic height is computed by dividing the NAVD 88
 JD0544.geopotential number by the normal gravity value computed on the
 JD0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0544.degrees latitude (g = 980.6199 gals.).
 JD0544
 JD0544.The modeled gravity was interpolated from observed gravity values.
 JD0544
 JD0544;                    North         East    Units  Estimated Accuracy
 JD0544;SPC MO C     -   321,730.      470,490.      MT  (+/- 180 meters Scaled)
 JD0544
 JD0544                          SUPERSEDED SURVEY CONTROL
 JD0544
 JD0544  NGVD 29 (??/??/92)  283.90   (m)          931.4    (f) COMPUTED    2 0
 JD0544
 JD0544.Superseded values are not recommended for survey control.
 JD0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0544.See file dsdata.txt to determine how the superseded data were derived.
 JD0544
 JD0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC139870(NAD 83)
 JD0544_MARKER: DR = REFERENCE MARK DISK
 JD0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0544_STAMPING: C 5 Z NO 1 1962
 JD0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0544+STABILITY: SURFACE MOTION
 JD0544
 JD0544  HISTORY     - Date     Condition        Report By
 JD0544  HISTORY     - 1962     MONUMENTED       CGS
 JD0544  HISTORY     - 1963     GOOD             NGS
 JD0544
 JD0544                          STATION DESCRIPTION
 JD0544
 JD0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0544'6 MI NE FROM SYRACUSE.
 JD0544'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0544'STATION AT SYRACUSE, THENCE 4.5 MILES NORTH ALONG STATE HIGHWAY
 JD0544'5, THENCE 0.7 MILE EAST ACROSS A FIELD, NEAR AN ABANDONED
 JD0544'FARMHOUSE, 55.4 FEET EAST-NORTHEAST OF R.M. 2, 28.4 FEET
 JD0544'EAST-NORTHEAST OF THE STATION MARK, 1.0 FOOT SOUTH OF A FENCE,
 JD0544'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0542 ***********************************************************************
 JD0542  DESIGNATION -  C 5 Z RM 2
 JD0542  PID         -  JD0542
 JD0542  STATE/COUNTY-  MO/COOPER
 JD0542  USGS QUAD   -  TIPTON (1979)
 JD0542
 JD0542                         *CURRENT SURVEY CONTROL
 JD0542  ___________________________________________________________________
 JD0542* NAD 83(1986)-  38 43 55.     (N)    092 50 22.     (W)     SCALED    
 JD0542* NAVD 88     -       283.981  (meters)     931.69   (feet)  ADJUSTED  
 JD0542  ___________________________________________________________________
 JD0542  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0542  DYNAMIC HT  -         283.790 (meters)     931.07  (feet)  COMP
 JD0542  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 JD0542
 JD0542  VERT ORDER  -  SECOND    CLASS 0
 JD0542
 JD0542.The horizontal coordinates were scaled from a topographic map and have
 JD0542.an estimated accuracy of +/- 6 seconds.
 JD0542
 JD0542.The orthometric height was determined by differential leveling
 JD0542.and adjusted by the National Geodetic Survey in June 1991..
 JD0542
 JD0542.The geoid height was determined by GEOID03.
 JD0542
 JD0542.The dynamic height is computed by dividing the NAVD 88
 JD0542.geopotential number by the normal gravity value computed on the
 JD0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0542.degrees latitude (g = 980.6199 gals.).
 JD0542
 JD0542.The modeled gravity was interpolated from observed gravity values.
 JD0542
 JD0542;                    North         East    Units  Estimated Accuracy
 JD0542;SPC MO C     -   321,730.      470,490.      MT  (+/- 180 meters Scaled)
 JD0542
 JD0542                          SUPERSEDED SURVEY CONTROL
 JD0542
 JD0542  NGVD 29 (??/??/92)  283.88   (m)          931.4    (f) COMPUTED    2 0
 JD0542
 JD0542.Superseded values are not recommended for survey control.
 JD0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0542.See file dsdata.txt to determine how the superseded data were derived.
 JD0542
 JD0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC139870(NAD 83)
 JD0542_MARKER: DR = REFERENCE MARK DISK
 JD0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0542_STAMPING: C 5 Z NO 2 1962
 JD0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0542+STABILITY: SURFACE MOTION
 JD0542
 JD0542  HISTORY     - Date     Condition        Report By
 JD0542  HISTORY     - 1962     MONUMENTED       CGS
 JD0542  HISTORY     - 1963     GOOD             NGS
 JD0542
 JD0542                          STATION DESCRIPTION
 JD0542
 JD0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0542'6 MI NE FROM SYRACUSE.
 JD0542'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0542'STATION AT SYRACUSE, THENCE 4.5 MILES NORTH ALONG STATE HIGHWAY 5,
 JD0542'THENCE 0.7 MILE EAST ACROSS A FIELD, NEAR AN ABANDONED FARMHOUSE,
 JD0542'55.4 FEET WEST-SOUTHWEST OF R.M. 1, 25.5 FEET WEST OF THE STATION
 JD0542'MARK, 6.5 FEET NORTHEAST OF THE NORTHEAST LEG OF A WINDMILL TOWER,
 JD0542'1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 JD0542'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0691 ***********************************************************************
 HC0691  DESIGNATION -  C 50
 HC0691  PID         -  HC0691
 HC0691  STATE/COUNTY-  MO/DENT
 HC0691  USGS QUAD   -  SALEM (1981)
 HC0691
 HC0691                         *CURRENT SURVEY CONTROL
 HC0691  ___________________________________________________________________
 HC0691* NAD 83(1986)-  37 38 25.     (N)    091 32 03.     (W)     SCALED    
 HC0691* NAVD 88     -       367.870  (meters)    1206.92   (feet)  ADJUSTED  
 HC0691  ___________________________________________________________________
 HC0691  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0691  DYNAMIC HT  -         367.588 (meters)    1205.99  (feet)  COMP
 HC0691  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 HC0691
 HC0691  VERT ORDER  -  SECOND    CLASS 0
 HC0691
 HC0691.The horizontal coordinates were scaled from a topographic map and have
 HC0691.an estimated accuracy of +/- 6 seconds.
 HC0691
 HC0691.The orthometric height was determined by differential leveling
 HC0691.and adjusted by the National Geodetic Survey in March 1998..
 HC0691
 HC0691.The geoid height was determined by GEOID03.
 HC0691
 HC0691.The dynamic height is computed by dividing the NAVD 88
 HC0691.geopotential number by the normal gravity value computed on the
 HC0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0691.degrees latitude (g = 980.6199 gals.).
 HC0691
 HC0691.The modeled gravity was interpolated from observed gravity values.
 HC0691
 HC0691;                    North         East    Units  Estimated Accuracy
 HC0691;SPC MO E     -   201,010.      158,730.      MT  (+/- 180 meters Scaled)
 HC0691
 HC0691                          SUPERSEDED SURVEY CONTROL
 HC0691
 HC0691  NAVD 88 (06/15/91)  367.862  (m)         1206.89   (f) UNKNOWN     2 0
 HC0691  NGVD 29 (??/??/92)  367.780  (m)         1206.62   (f) ADJ UNCH    2 0
 HC0691
 HC0691.Superseded values are not recommended for survey control.
 HC0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0691.See file dsdata.txt to determine how the superseded data were derived.
 HC0691
 HC0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB293669(NAD 83)
 HC0691_MARKER: DB = BENCH MARK DISK
 HC0691_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HC0691+WITH SETTING: PAVEMENT
 HC0691_SP_SET: FOUNDATION OF WATER TOWER
 HC0691_STAMPING: C 50 1934
 HC0691_MARK LOGO: CGS   
 HC0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0691+STABILITY: SURFACE MOTION
 HC0691
 HC0691  HISTORY     - Date     Condition        Report By
 HC0691  HISTORY     - 1934     MONUMENTED       CGS
 HC0691  HISTORY     - 19900219 GOOD             USPSQD
 HC0691  HISTORY     - 19970604 GOOD             MODNR
 HC0691
 HC0691                          STATION DESCRIPTION
 HC0691
 HC0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0691'AT SALEM.
 HC0691'AT THE SOUTH EDGE OF SALEM, DENT COUNTY, AT THE CITY WATER TOWER,
 HC0691'AND IN THE TOP OF THE NORTHEAST CORNER OF THE FOUNDATION.  A
 HC0691'STANDARD DISK, STAMPED C 50 1934.
 HC0691
 HC0691                          STATION RECOVERY (1990)
 HC0691
 HC0691'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWS)
 HC0691'RECOVERED IN GOOD CONDITION.
 HC0691
 HC0691                          STATION RECOVERY (1997)
 HC0691
 HC0691'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 HC0691'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0438 ***********************************************************************
 GE0438  DESIGNATION -  C 51 RESET
 GE0438  PID         -  GE0438
 GE0438  STATE/COUNTY-  MO/SHANNON
 GE0438  USGS QUAD   -  BIRCH TREE (1997)
 GE0438
 GE0438                         *CURRENT SURVEY CONTROL
 GE0438  ___________________________________________________________________
 GE0438* NAD 83(1986)-  36 57 56.     (N)    091 29 02.     (W)     SCALED    
 GE0438* NAVD 88     -       312.36   (+/-2cm)    1024.8    (feet)  VERTCON   
 GE0438  ___________________________________________________________________
 GE0438  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 GE0438
 GE0438  VERT ORDER  -  THIRD (See Below)
 GE0438
 GE0438.The horizontal coordinates were scaled from a topographic map and have
 GE0438.an estimated accuracy of +/- 6 seconds.
 GE0438
 GE0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0438.The vertical order pertains to the NGVD 29 superseded value.
 GE0438
 GE0438.The geoid height was determined by GEOID03.
 GE0438
 GE0438;                    North         East    Units  Estimated Accuracy
 GE0438;SPC MO E     -   126,080.      162,390.      MT  (+/- 180 meters Scaled)
 GE0438
 GE0438                          SUPERSEDED SURVEY CONTROL
 GE0438
 GE0438  NGVD 29 (02/22/06)  312.24   (m)         1024.4    (f) RESET       3  
 GE0438
 GE0438.Superseded values are not recommended for survey control.
 GE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0438.See file dsdata.txt to determine how the superseded data were derived.
 GE0438
 GE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA349921(NAD 83)
 GE0438_MARKER: DB = BENCH MARK DISK
 GE0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0438_STAMPING: C 51 RESET 1955
 GE0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0438+STABILITY: SURFACE MOTION
 GE0438
 GE0438  HISTORY     - Date     Condition        Report By
 GE0438  HISTORY     - 1955     MONUMENTED       MOHC
 GE0438  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0438
 GE0438                          STATION DESCRIPTION
 GE0438
 GE0438'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1955
 GE0438'2.1 MI S FROM BIRCH TREE.
 GE0438'2.1 MILES SOUTH ALONG STATE HIGHWAY 99 (OLD 80) FROM BIRCH TREE,
 GE0438'SHANNON COUNTY, NEAR THE INTERSECTION OF ROUTE SY, 41.5 FEET EAST
 GE0438'OF THE CENTERLINE OF S.H. 99 AT SURVEY STATION 111+29, 110.0 FEET
 GE0438'SOUTH OF THE CENTERLINE OF RT. SY AT SURVEY STATION 0+40, 117.8
 GE0438'FEET SOUTHEAST OF THE INTERSECTION, 170 FEET SOUTH OF A 12-INCH
 GE0438'PINE, 147.4 FEET NORTHWEST OF A 24-INCH POST OAK, AND 110.8 FEET
 GE0438'WEST OF A 26-INCH POST OAK.  A STANDARD DISK, STAMPED C 51 RESET
 GE0438'1955 AND SET IN THE TOP OF A CONCRETE POST.
 GE0438
 GE0438                          STATION RECOVERY (1977)
 GE0438
 GE0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0453 ***********************************************************************
 HC0453  DESIGNATION -  C 52
 HC0453  PID         -  HC0453
 HC0453  STATE/COUNTY-  MO/IRON
 HC0453  USGS QUAD   -  VIBURNUM WEST (1981)
 HC0453
 HC0453                         *CURRENT SURVEY CONTROL
 HC0453  ___________________________________________________________________
 HC0453* NAD 83(1986)-  37 39 00.     (N)    091 08 35.     (W)     SCALED    
 HC0453* NAVD 88     -       380.158  (meters)    1247.23   (feet)  ADJUSTED  
 HC0453  ___________________________________________________________________
 HC0453  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HC0453  DYNAMIC HT  -         379.862 (meters)    1246.26  (feet)  COMP
 HC0453  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 HC0453
 HC0453  VERT ORDER  -  SECOND    CLASS 0
 HC0453
 HC0453.The horizontal coordinates were scaled from a topographic map and have
 HC0453.an estimated accuracy of +/- 6 seconds.
 HC0453
 HC0453.The orthometric height was determined by differential leveling
 HC0453.and adjusted by the National Geodetic Survey in June 1991..
 HC0453
 HC0453.The geoid height was determined by GEOID03.
 HC0453
 HC0453.The dynamic height is computed by dividing the NAVD 88
 HC0453.geopotential number by the normal gravity value computed on the
 HC0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0453.degrees latitude (g = 980.6199 gals.).
 HC0453
 HC0453.The modeled gravity was interpolated from observed gravity values.
 HC0453
 HC0453;                    North         East    Units  Estimated Accuracy
 HC0453;SPC MO E     -   201,780.      193,260.      MT  (+/- 180 meters Scaled)
 HC0453
 HC0453                          SUPERSEDED SURVEY CONTROL
 HC0453
 HC0453  NGVD 29 (??/??/92)  380.107  (m)         1247.07   (f) ADJ UNCH    2 0
 HC0453
 HC0453.Superseded values are not recommended for survey control.
 HC0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0453.See file dsdata.txt to determine how the superseded data were derived.
 HC0453
 HC0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB638686(NAD 83)
 HC0453_MARKER: DB = BENCH MARK DISK
 HC0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0453_SP_SET: CULVERT
 HC0453_STAMPING: C 52 1934
 HC0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0453
 HC0453  HISTORY     - Date     Condition        Report By
 HC0453  HISTORY     - 1934     MONUMENTED       CGS
 HC0453  HISTORY     - 1971     GOOD             LOCENG
 HC0453
 HC0453                          STATION DESCRIPTION
 HC0453
 HC0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0453'2 MI SW FROM BIXBY.
 HC0453'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE GENERAL STORE
 HC0453'AT BIXBY, IRON COUNTY, AT THE BASE OF A HILL IN THE CENTER OF A
 HC0453'VALLEY, ON THE CENTERLINE OF THE OLD ROAD, AT A CULVERT UNDER THE
 HC0453'HIGHWAY, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL,
 HC0453'AND 17 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 HC0453'DISK, STAMPED C 52 1934.
 HC0453
 HC0453                          STATION RECOVERY (1971)
 HC0453
 HC0453'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 HC0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0044 ***********************************************************************
 GE0044  DESIGNATION -  C 53
 GE0044  PID         -  GE0044
 GE0044  STATE/COUNTY-  MO/WAYNE
 GE0044  USGS QUAD   -  WAPPAPELLO (1966)
 GE0044
 GE0044                         *CURRENT SURVEY CONTROL
 GE0044  ___________________________________________________________________
 GE0044* NAD 83(1986)-  36 56 07.     (N)    090 16 13.     (W)     SCALED    
 GE0044* NAVD 88     -       107.763  (meters)     353.55   (feet)  ADJUSTED  
 GE0044  ___________________________________________________________________
 GE0044  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GE0044  DYNAMIC HT  -         107.680 (meters)     353.28  (feet)  COMP
 GE0044  MODELED GRAV-     979,853.5   (mgal)                       NAVD 88
 GE0044
 GE0044  VERT ORDER  -  SECOND    CLASS 0
 GE0044
 GE0044.The horizontal coordinates were scaled from a topographic map and have
 GE0044.an estimated accuracy of +/- 6 seconds.
 GE0044
 GE0044.The orthometric height was determined by differential leveling
 GE0044.and adjusted by the National Geodetic Survey in June 1991..
 GE0044
 GE0044.The geoid height was determined by GEOID03.
 GE0044
 GE0044.The dynamic height is computed by dividing the NAVD 88
 GE0044.geopotential number by the normal gravity value computed on the
 GE0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0044.degrees latitude (g = 980.6199 gals.).
 GE0044
 GE0044.The modeled gravity was interpolated from observed gravity values.
 GE0044
 GE0044;                    North         East    Units  Estimated Accuracy
 GE0044;SPC MO E     -   122,300.      270,460.      MT  (+/- 180 meters Scaled)
 GE0044
 GE0044                          SUPERSEDED SURVEY CONTROL
 GE0044
 GE0044  NGVD 29 (??/??/92)  107.797  (m)          353.66   (f) ADJ UNCH    2 0
 GE0044
 GE0044.Superseded values are not recommended for survey control.
 GE0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0044.See file dsdata.txt to determine how the superseded data were derived.
 GE0044
 GE0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA431911(NAD 83)
 GE0044_MARKER: DB = BENCH MARK DISK
 GE0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0044_STAMPING: C 53 1934
 GE0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0044+STABILITY: SURFACE MOTION
 GE0044
 GE0044  HISTORY     - Date     Condition        Report By
 GE0044  HISTORY     - 1934     MONUMENTED       CGS
 GE0044  HISTORY     - 1961     GOOD             USGS
 GE0044
 GE0044                          STATION DESCRIPTION
 GE0044
 GE0044'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 GE0044'AT WAPPAPELLO.
 GE0044'AT WAPPAPELLO, WAYNE COUNTY, 248 FT. NORTH, 42 FT. EAST OF
 GE0044'CROSSROADS AT THE JOE LOUIS STORE AT WAPPAPELLO, 20 FT. WEST OF
 GE0044'A N*S FENCE LINE, A STD DISK, STAMPED C-53-1934 SET IN A CONCRETE
 GE0044'POST PROJECTING 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0004 ***********************************************************************
 HC0004  DESIGNATION -  C 54
 HC0004  PID         -  HC0004
 HC0004  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0004  USGS QUAD   -  STE GENEVIEVE (1993)
 HC0004
 HC0004                         *CURRENT SURVEY CONTROL
 HC0004  ___________________________________________________________________
 HC0004* NAD 83(1986)-  37 57 15.     (N)    090 05 43.     (W)     SCALED    
 HC0004* NAVD 88     -       164.705  (meters)     540.37   (feet)  ADJUSTED  
 HC0004  ___________________________________________________________________
 HC0004  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 HC0004  DYNAMIC HT  -         164.590 (meters)     539.99  (feet)  COMP
 HC0004  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 HC0004
 HC0004  VERT ORDER  -  SECOND    CLASS 0
 HC0004
 HC0004.The horizontal coordinates were scaled from a topographic map and have
 HC0004.an estimated accuracy of +/- 6 seconds.
 HC0004
 HC0004.The orthometric height was determined by differential leveling
 HC0004.and adjusted by the National Geodetic Survey in June 1991..
 HC0004
 HC0004.The geoid height was determined by GEOID03.
 HC0004
 HC0004.The dynamic height is computed by dividing the NAVD 88
 HC0004.geopotential number by the normal gravity value computed on the
 HC0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0004.degrees latitude (g = 980.6199 gals.).
 HC0004
 HC0004.The modeled gravity was interpolated from observed gravity values.
 HC0004
 HC0004;                    North         East    Units  Estimated Accuracy
 HC0004;SPC MO E     -   235,420.      285,570.      MT  (+/- 180 meters Scaled)
 HC0004
 HC0004                          SUPERSEDED SURVEY CONTROL
 HC0004
 HC0004  NGVD 29 (??/??/92)  164.792  (m)          540.66   (f) ADJ UNCH    2 0
 HC0004
 HC0004.Superseded values are not recommended for survey control.
 HC0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0004.See file dsdata.txt to determine how the superseded data were derived.
 HC0004
 HC0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC552047(NAD 83)
 HC0004_MARKER: DB = BENCH MARK DISK
 HC0004_SETTING: 80 = SET IN A BOULDER
 HC0004_SP_SET: BOULDER
 HC0004_STAMPING: C 54 1934
 HC0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0004+STABILITY: SURFACE MOTION
 HC0004
 HC0004  HISTORY     - Date     Condition        Report By
 HC0004  HISTORY     - 1934     MONUMENTED       CGS
 HC0004  HISTORY     - 1955     GOOD             NGS
 HC0004  HISTORY     - 1976     MARK NOT FOUND   USGS
 HC0004  HISTORY     - 1976     MARK NOT FOUND   USGS
 HC0004
 HC0004                          STATION DESCRIPTION
 HC0004
 HC0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HC0004'0.9 MI E FROM MARLO.
 HC0004'0.9 MILE EAST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM MARLO,
 HC0004'0.1 MILE EAST OF MILEPOST 89, AT THE WEST END OF A CUT, 25 FEET
 HC0004'NORTHEAST OF THE EAST END OF TRESTLE 88.9, 21 FEET NORTH OF
 HC0004'CENTERLINE OF THE TRACK, AND IN THE TOP OF A BOULDER.  A STANDARD
 HC0004'DISK, STAMPED C 54 1934.
 HC0004
 HC0004                          STATION RECOVERY (1976)
 HC0004
 HC0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0004'MARK NOT FOUND.
 HC0004
 HC0004                          STATION RECOVERY (1976)
 HC0004
 HC0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0325 ***********************************************************************
 HC0325  DESIGNATION -  C 55
 HC0325  PID         -  HC0325
 HC0325  STATE/COUNTY-  MO/ST FRANCOIS
 HC0325  USGS QUAD   -  FLAT RIVER (1982)
 HC0325
 HC0325                         *CURRENT SURVEY CONTROL
 HC0325  ___________________________________________________________________
 HC0325* NAD 83(1986)-  37 49 07.     (N)    090 33 44.     (W)     SCALED    
 HC0325* NAVD 88     -       250.853  (meters)     823.01   (feet)  ADJUSTED  
 HC0325  ___________________________________________________________________
 HC0325  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HC0325  DYNAMIC HT  -         250.673 (meters)     822.42  (feet)  COMP
 HC0325  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 HC0325
 HC0325  VERT ORDER  -  SECOND    CLASS 0
 HC0325
 HC0325.The horizontal coordinates were scaled from a topographic map and have
 HC0325.an estimated accuracy of +/- 6 seconds.
 HC0325
 HC0325.The orthometric height was determined by differential leveling
 HC0325.and adjusted by the National Geodetic Survey in June 1991..
 HC0325
 HC0325.The geoid height was determined by GEOID03.
 HC0325
 HC0325.The dynamic height is computed by dividing the NAVD 88
 HC0325.geopotential number by the normal gravity value computed on the
 HC0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0325.degrees latitude (g = 980.6199 gals.).
 HC0325
 HC0325.The modeled gravity was interpolated from observed gravity values.
 HC0325
 HC0325;                    North         East    Units  Estimated Accuracy
 HC0325;SPC MO E     -   220,300.      244,520.      MT  (+/- 180 meters Scaled)
 HC0325
 HC0325                          SUPERSEDED SURVEY CONTROL
 HC0325
 HC0325  NGVD 29 (??/??/92)  250.907  (m)          823.18   (f) ADJ UNCH    2 0
 HC0325
 HC0325.Superseded values are not recommended for survey control.
 HC0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0325.See file dsdata.txt to determine how the superseded data were derived.
 HC0325
 HC0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB145884(NAD 83)
 HC0325_MARKER: DB = BENCH MARK DISK
 HC0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0325_STAMPING: C 55 1934
 HC0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0325+STABILITY: SURFACE MOTION
 HC0325
 HC0325  HISTORY     - Date     Condition        Report By
 HC0325  HISTORY     - 1934     MONUMENTED       CGS
 HC0325  HISTORY     - 1956     MARK NOT FOUND   NGS
 HC0325
 HC0325                          STATION DESCRIPTION
 HC0325
 HC0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HC0325'2.3 MI SW FROM ELVINS.
 HC0325'2.3 MILES SOUTHWEST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM
 HC0325'ELVINS, ST. FRANCOIS COUNTY, 200 FEET SOUTHWEST OF MILEPOST 120,
 HC0325'225 FEET SOUTH OF TRESTLE 120-0, 106 FEET WEST OF A ROAD, AND 11
 HC0325'FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED C 55 1934 AND
 HC0325'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0449 ***********************************************************************
 HC0449  DESIGNATION -  C 56
 HC0449  PID         -  HC0449
 HC0449  STATE/COUNTY-  MO/IRON
 HC0449  USGS QUAD   -  VIBURNUM EAST (1981)
 HC0449
 HC0449                         *CURRENT SURVEY CONTROL
 HC0449  ___________________________________________________________________
 HC0449* NAD 83(1997)-  37 40 24.70510(N)    091 03 56.09960(W)     ADJUSTED  
 HC0449* NAVD 88     -       418.121  (meters)    1371.79   (feet)  ADJUSTED  
 HC0449  ___________________________________________________________________
 HC0449  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 HC0449  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HC0449  DYNAMIC HT  -         417.797 (meters)    1370.72  (feet)  COMP
 HC0449  MODELED GRAV-     979,842.9   (mgal)                       NAVD 88
 HC0449
 HC0449  HORZ ORDER  -  SECOND
 HC0449  VERT ORDER  -  SECOND    CLASS 0
 HC0449
 HC0449.The horizontal coordinates were established by classical geodetic methods
 HC0449.and adjusted by the National Geodetic Survey in February 2000..
 HC0449
 HC0449.The orthometric height was determined by differential leveling
 HC0449.and adjusted by the National Geodetic Survey in June 1991..
 HC0449
 HC0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0449
 HC0449.The geoid height was determined by GEOID03.
 HC0449
 HC0449.The dynamic height is computed by dividing the NAVD 88
 HC0449.geopotential number by the normal gravity value computed on the
 HC0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0449.degrees latitude (g = 980.6199 gals.).
 HC0449
 HC0449.The modeled gravity was interpolated from observed gravity values.
 HC0449
 HC0449;                    North         East     Units Scale Factor Converg.
 HC0449;SPC MO E     -   204,349.046   200,107.137   MT  0.99996398   -0 20 44.4
 HC0449;UTM  15      - 4,171,353.821   670,595.054   MT  0.99995847   +1 10 57.1
 HC0449
 HC0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0449!SPC MO E     -   0.99993906  x   0.99996398  =   0.99990304
 HC0449!UTM  15      -   0.99993906  x   0.99995847  =   0.99989753
 HC0449
 HC0449                          SUPERSEDED SURVEY CONTROL
 HC0449
 HC0449  NAD 83(1986)-  37 40 24.72077(N)    091 03 56.09921(W) AD(       ) 2
 HC0449  NAD 27      -  37 40 24.54500(N)    091 03 55.63500(W) AD(       ) 2
 HC0449  NGVD 29 (??/??/92)  418.077  (m)         1371.64   (f) ADJ UNCH    2 0
 HC0449
 HC0449.Superseded values are not recommended for survey control.
 HC0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0449.See file dsdata.txt to determine how the superseded data were derived.
 HC0449
 HC0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB7059571354(NAD 83)
 HC0449_MARKER: DB = BENCH MARK DISK
 HC0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0449_STAMPING: C 56 1934
 HC0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0449+STABILITY: SURFACE MOTION
 HC0449
 HC0449  HISTORY     - Date     Condition        Report By
 HC0449  HISTORY     - 1934     MONUMENTED       CGS
 HC0449  HISTORY     - 1956     GOOD             CGS
 HC0449  HISTORY     - 1956     GOOD             NGS
 HC0449
 HC0449                          STATION DESCRIPTION
 HC0449
 HC0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0449'THE STATION IS LOCATED ABOUT 3.9 MILES EAST NORTHEAST OF BIXBY
 HC0449'ON THE SOUTH SIDE OF STATE ROUTE 32.
 HC0449'
 HC0449'THE MARK IS A STANDARD BRONZE BENCH MARK STAMPED C 56 1934 SET
 HC0449'IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 HC0449'6 INCHES.  IT IS 67.799 FEET, 20.665 METERS SOUTHWEST OF
 HC0449'TRIANGULATION STATION EAST END.  THE CENTER OF THE MARK WAS
 HC0449'TRAVERSED TO.
 HC0449
 HC0449                          STATION RECOVERY (1956)
 HC0449
 HC0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HC0449'3.9 MI E FROM BIXBY.
 HC0449'THE MARK IS A STANDARD BENCH MARK SET IN THE TOP OF A 6 INCH SQUARE
 HC0449'CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES, 24.5 FEET SOUTH OF
 HC0449'THE CENTER LINE OF STATE ROUTE 32, 67.799 FEET, 20.665 METERS
 HC0449'SOUTHWEST OF TRIANGULATION STATION EAST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0120 ***********************************************************************
 HC0120  DESIGNATION -  C 58
 HC0120  PID         -  HC0120
 HC0120  STATE/COUNTY-  MO/WAYNE
 HC0120  USGS QUAD   -  COLDWATER (1980)
 HC0120
 HC0120                         *CURRENT SURVEY CONTROL
 HC0120  ___________________________________________________________________
 HC0120* NAD 83(1986)-  37 16 54.     (N)    090 26 16.     (W)     SCALED    
 HC0120* NAVD 88     -       221.079  (meters)     725.32   (feet)  ADJUSTED  
 HC0120  ___________________________________________________________________
 HC0120  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HC0120  DYNAMIC HT  -         220.909 (meters)     724.77  (feet)  COMP
 HC0120  MODELED GRAV-     979,858.2   (mgal)                       NAVD 88
 HC0120
 HC0120  VERT ORDER  -  SECOND    CLASS 0
 HC0120
 HC0120.The horizontal coordinates were scaled from a topographic map and have
 HC0120.an estimated accuracy of +/- 6 seconds.
 HC0120
 HC0120.The orthometric height was determined by differential leveling
 HC0120.and adjusted by the National Geodetic Survey in June 1991..
 HC0120
 HC0120.The geoid height was determined by GEOID03.
 HC0120
 HC0120.The dynamic height is computed by dividing the NAVD 88
 HC0120.geopotential number by the normal gravity value computed on the
 HC0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0120.degrees latitude (g = 980.6199 gals.).
 HC0120
 HC0120.The modeled gravity was interpolated from observed gravity values.
 HC0120
 HC0120;                    North         East    Units  Estimated Accuracy
 HC0120;SPC MO E     -   160,710.      255,520.      MT  (+/- 180 meters Scaled)
 HC0120
 HC0120                          SUPERSEDED SURVEY CONTROL
 HC0120
 HC0120  NGVD 29 (??/??/92)  221.131  (m)          725.49   (f) ADJ UNCH    2 0
 HC0120
 HC0120.Superseded values are not recommended for survey control.
 HC0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0120.See file dsdata.txt to determine how the superseded data were derived.
 HC0120
 HC0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB271291(NAD 83)
 HC0120_MARKER: DB = BENCH MARK DISK
 HC0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0120_STAMPING: C 58 1934
 HC0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0120+STABILITY: SURFACE MOTION
 HC0120
 HC0120  HISTORY     - Date     Condition        Report By
 HC0120  HISTORY     - 1934     MONUMENTED       CGS
 HC0120  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0120  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0120
 HC0120                          STATION DESCRIPTION
 HC0120
 HC0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0120'1.8 MI S FROM COLDWATER.
 HC0120'1.8 MILES SOUTH ALONG U.S. HIGHWAY 67 FROM THE METHODIST CHURCH
 HC0120'AT COLDWATER, WAYNE COUNTY, 285 FEET SOUTH OF THE SUMMIT OF A
 HC0120'STEEP HILL, 33 FEET SOUTH OF THE BEGINNING OF A CUT, 30 FEET
 HC0120'SOUTHWEST OF THE SOUTH END OF A CURBING ALONG THE HIGHWAY,
 HC0120'AND 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, A STANDARD
 HC0120'DISK, STAMPED C 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0120
 HC0120                          STATION RECOVERY (1975)
 HC0120
 HC0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0120'MARK NOT FOUND.
 HC0120
 HC0120                          STATION RECOVERY (1975)
 HC0120
 HC0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0255 ***********************************************************************
 JC0255  DESIGNATION -  C 59
 JC0255  PID         -  JC0255
 JC0255  STATE/COUNTY-  MO/JEFFERSON
 JC0255  USGS QUAD   -  HERCULANEUM (1993)
 JC0255
 JC0255                         *CURRENT SURVEY CONTROL
 JC0255  ___________________________________________________________________
 JC0255* NAD 83(1986)-  38 16 00.     (N)    090 25 26.     (W)     SCALED    
 JC0255* NAVD 88     -       127.635  (meters)     418.75   (feet)  ADJUSTED  
 JC0255  ___________________________________________________________________
 JC0255  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JC0255  DYNAMIC HT  -         127.551 (meters)     418.47  (feet)  COMP
 JC0255  MODELED GRAV-     979,974.6   (mgal)                       NAVD 88
 JC0255
 JC0255  VERT ORDER  -  SECOND    CLASS 0
 JC0255
 JC0255.The horizontal coordinates were scaled from a topographic map and have
 JC0255.an estimated accuracy of +/- 6 seconds.
 JC0255
 JC0255.The orthometric height was determined by differential leveling
 JC0255.and adjusted by the National Geodetic Survey in June 1991..
 JC0255
 JC0255.The geoid height was determined by GEOID03.
 JC0255
 JC0255.The dynamic height is computed by dividing the NAVD 88
 JC0255.geopotential number by the normal gravity value computed on the
 JC0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0255.degrees latitude (g = 980.6199 gals.).
 JC0255
 JC0255.The modeled gravity was interpolated from observed gravity values.
 JC0255
 JC0255;                    North         East    Units  Estimated Accuracy
 JC0255;SPC MO E     -   270,030.      256,660.      MT  (+/- 180 meters Scaled)
 JC0255
 JC0255                          SUPERSEDED SURVEY CONTROL
 JC0255
 JC0255  NGVD 29 (??/??/92)  127.756  (m)          419.15   (f) ADJ UNCH    2 0
 JC0255
 JC0255.Superseded values are not recommended for survey control.
 JC0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0255.See file dsdata.txt to determine how the superseded data were derived.
 JC0255
 JC0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC253385(NAD 83)
 JC0255_MARKER: DB = BENCH MARK DISK
 JC0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0255_STAMPING: C 59 1934
 JC0255_MARK LOGO: CGS   
 JC0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0255+STABILITY: SURFACE MOTION
 JC0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0255+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1993
 JC0255
 JC0255  HISTORY     - Date     Condition        Report By
 JC0255  HISTORY     - 1934     MONUMENTED       CGS
 JC0255  HISTORY     - 1935     GOOD             NGS
 JC0255  HISTORY     - 1987     GOOD             USPSQD
 JC0255  HISTORY     - 19930203 GOOD             MODNR
 JC0255
 JC0255                          STATION DESCRIPTION
 JC0255
 JC0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0255'2.1 MI S FROM PEVELY.
 JC0255'2.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM PEVELY,
 JC0255'JEFFERSON COUNTY, 83 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 JC0255'THE STATION AT HORINE, 90 FEET EAST OF THE CENTERLINE OF THE
 JC0255'TRACK, AND 24 FEET SOUTHWEST OF THE WEST CORNER OF J.E. WASHERS
 JC0255'STORE AND POST OFFICE.  A STANDARD DISK, STAMPED C 59 1934 AND
 JC0255'SET IN THE TOP OF A CONCRETE POST.
 JC0255
 JC0255                          STATION RECOVERY (1987)
 JC0255
 JC0255'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNS)
 JC0255'RECOVERED IN GOOD CONDITION.
 JC0255
 JC0255                          STATION RECOVERY (1993)
 JC0255
 JC0255'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 JC0255'THE MARK WAS RECOVERED IN GOOD CONDITION. IT IS 164 FEET SW FROM THE
 JC0255'CENTERLINE OF THE RAILROAD TRACK, 24 FEET EAST FROM THE CENTERLINE OF
 JC0255'A PRIVATE DRIVE TO A TWO STORY HOUSE, 24 FEET SOUTHWEST OF THE WEST
 JC0255'CORNER OF AN OLD ABANDON BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0674 ***********************************************************************
 HD0674  DESIGNATION -  C 6
 HD0674  PID         -  HD0674
 HD0674  STATE/COUNTY-  MO/WEBSTER
 HD0674  USGS QUAD   -  ROGERSVILLE (1970)
 HD0674
 HD0674                         *CURRENT SURVEY CONTROL
 HD0674  ___________________________________________________________________
 HD0674* NAD 83(1986)-  37 07 02.     (N)    093 03 14.     (W)     SCALED    
 HD0674* NAVD 88     -       445.875  (meters)    1462.84   (feet)  ADJUSTED  
 HD0674  ___________________________________________________________________
 HD0674  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HD0674  DYNAMIC HT  -         445.512 (meters)    1461.65  (feet)  COMP
 HD0674  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 HD0674
 HD0674  VERT ORDER  -  FIRST     CLASS II
 HD0674
 HD0674.The horizontal coordinates were scaled from a topographic map and have
 HD0674.an estimated accuracy of +/- 6 seconds.
 HD0674
 HD0674.The orthometric height was determined by differential leveling
 HD0674.and adjusted by the National Geodetic Survey in June 1991..
 HD0674
 HD0674.The geoid height was determined by GEOID03.
 HD0674
 HD0674.The dynamic height is computed by dividing the NAVD 88
 HD0674.geopotential number by the normal gravity value computed on the
 HD0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0674.degrees latitude (g = 980.6199 gals.).
 HD0674
 HD0674.The modeled gravity was interpolated from observed gravity values.
 HD0674
 HD0674;                    North         East    Units  Estimated Accuracy
 HD0674;SPC MO C     -   142,600.      450,780.      MT  (+/- 180 meters Scaled)
 HD0674
 HD0674                          SUPERSEDED SURVEY CONTROL
 HD0674
 HD0674  NGVD 29 (??/??/92)  445.729  (m)         1462.36   (f) ADJ UNCH    1 2
 HD0674
 HD0674.Superseded values are not recommended for survey control.
 HD0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0674.See file dsdata.txt to determine how the superseded data were derived.
 HD0674
 HD0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB952078(NAD 83)
 HD0674_MARKER: DB = BENCH MARK DISK
 HD0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0674_STAMPING: 1462.363 C 6 1928
 HD0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0674+STABILITY: SURFACE MOTION
 HD0674
 HD0674  HISTORY     - Date     Condition        Report By
 HD0674  HISTORY     - 1928     MONUMENTED       CGS
 HD0674  HISTORY     - 1934     GOOD             NGS
 HD0674  HISTORY     - 1968     MARK NOT FOUND   USGS
 HD0674  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0674  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0674  HISTORY     - 19891003 MARK NOT FOUND   NGS
 HD0674
 HD0674                          STATION DESCRIPTION
 HD0674
 HD0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0674'0.2 MI E FROM ROGERSVILLE.
 HD0674'1/4 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0674'THE STATION AT ROGERSVILLE, WEBSTER COUNTY, 134 FEET SOUTH
 HD0674'OF THE SOUTHEAST CORNER OF A TWO-STORY HOUSE, 120 FEET EAST
 HD0674'OF TWO SEMAPHORES (219.1 AND 219.2), 63 FEET EAST OF A WHISTLE
 HD0674'POST, 54 FEET EAST OF POLE 219-8, 38-1/2 FEET NORTH OF THE
 HD0674'CENTERLINE OF THE MAIN TRACK, AND IN THE CURVED LINE MADE BY THE
 HD0674'MAIN ROW OF POLES.  A STANDARD DISK, STAMPED 1462.363 C 6 1928
 HD0674'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 HD0674'GROUND.
 HD0674
 HD0674                          STATION RECOVERY (1968)
 HD0674
 HD0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HD0674'MARK NOT FOUND.
 HD0674
 HD0674                          STATION RECOVERY (1977)
 HD0674
 HD0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0674'MARK NOT FOUND.
 HD0674
 HD0674                          STATION RECOVERY (1977)
 HD0674
 HD0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0674'MARK NOT FOUND.
 HD0674
 HD0674                          STATION RECOVERY (1989)
 HD0674
 HD0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0594 ***********************************************************************
 JD0594  DESIGNATION -  C 6 B 1
 JD0594  PID         -  JD0594
 JD0594  STATE/COUNTY-  MO/COOPER
 JD0594  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0594
 JD0594                         *CURRENT SURVEY CONTROL
 JD0594  ___________________________________________________________________
 JD0594* NAD 83(1986)-  38 43 46.     (N)    092 56 21.     (W)     SCALED    
 JD0594* NAVD 88     -       260.442  (meters)     854.47   (feet)  ADJUSTED  
 JD0594  ___________________________________________________________________
 JD0594  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0594  DYNAMIC HT  -         260.269 (meters)     853.90  (feet)  COMP
 JD0594  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 JD0594
 JD0594  VERT ORDER  -  SECOND    CLASS 0
 JD0594
 JD0594.The horizontal coordinates were scaled from a topographic map and have
 JD0594.an estimated accuracy of +/- 6 seconds.
 JD0594
 JD0594.The orthometric height was determined by differential leveling
 JD0594.and adjusted by the National Geodetic Survey in June 1991..
 JD0594
 JD0594.The geoid height was determined by GEOID03.
 JD0594
 JD0594.The dynamic height is computed by dividing the NAVD 88
 JD0594.geopotential number by the normal gravity value computed on the
 JD0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0594.degrees latitude (g = 980.6199 gals.).
 JD0594
 JD0594.The modeled gravity was interpolated from observed gravity values.
 JD0594
 JD0594;                    North         East    Units  Estimated Accuracy
 JD0594;SPC MO C     -   321,490.      461,820.      MT  (+/- 180 meters Scaled)
 JD0594
 JD0594                          SUPERSEDED SURVEY CONTROL
 JD0594
 JD0594  NGVD 29 (??/??/92)  260.35   (m)          854.2    (f) COMPUTED    2 0
 JD0594
 JD0594.Superseded values are not recommended for survey control.
 JD0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0594.See file dsdata.txt to determine how the superseded data were derived.
 JD0594
 JD0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC052867(NAD 83)
 JD0594_MARKER: DZ = AZIMUTH MARK DISK
 JD0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0594_STAMPING: C 6 B 1
 JD0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0594+STABILITY: SURFACE MOTION
 JD0594
 JD0594  HISTORY     - Date     Condition        Report By
 JD0594  HISTORY     - UNK      MONUMENTED       DOD
 JD0594  HISTORY     - 1963     GOOD             NGS
 JD0594
 JD0594                          STATION DESCRIPTION
 JD0594
 JD0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0594'5.4 MI NE FROM OTTERVILLE.
 JD0594'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0594'STATION AT OTTERVILLE, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD,
 JD0594'THENCE 2.25 MILES NORTH ALONG COUNTY ROAD C, THENCE 0.6 MILE
 JD0594'EAST ALONG A GRAVELED COUNTY ROAD, ABOUT 0.05 MILE NORTHEAST
 JD0594'ACROSS THE ROAD FROM A FARMHOUSE, 164 FEET NORTH OF THE
 JD0594'CENTERLINE OF THE ROAD, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 JD0594'ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 JD0594'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0590 ***********************************************************************
 JD0590  DESIGNATION -  C 6 B 2
 JD0590  PID         -  JD0590
 JD0590  STATE/COUNTY-  MO/COOPER
 JD0590  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0590
 JD0590                         *CURRENT SURVEY CONTROL
 JD0590  ___________________________________________________________________
 JD0590* NAD 83(1986)-  38 43 44.     (N)    092 56 42.     (W)     SCALED    
 JD0590* NAVD 88     -       246.215  (meters)     807.79   (feet)  ADJUSTED  
 JD0590  ___________________________________________________________________
 JD0590  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0590  DYNAMIC HT  -         246.051 (meters)     807.25  (feet)  COMP
 JD0590  MODELED GRAV-     979,957.2   (mgal)                       NAVD 88
 JD0590
 JD0590  VERT ORDER  -  SECOND    CLASS 0
 JD0590
 JD0590.The horizontal coordinates were scaled from a topographic map and have
 JD0590.an estimated accuracy of +/- 6 seconds.
 JD0590
 JD0590.The orthometric height was determined by differential leveling
 JD0590.and adjusted by the National Geodetic Survey in June 1991..
 JD0590
 JD0590.The geoid height was determined by GEOID03.
 JD0590
 JD0590.The dynamic height is computed by dividing the NAVD 88
 JD0590.geopotential number by the normal gravity value computed on the
 JD0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0590.degrees latitude (g = 980.6199 gals.).
 JD0590
 JD0590.The modeled gravity was interpolated from observed gravity values.
 JD0590
 JD0590;                    North         East    Units  Estimated Accuracy
 JD0590;SPC MO C     -   321,430.      461,310.      MT  (+/- 180 meters Scaled)
 JD0590
 JD0590                          SUPERSEDED SURVEY CONTROL
 JD0590
 JD0590  NGVD 29 (??/??/92)  246.12   (m)          807.5    (f) COMPUTED    2 0
 JD0590
 JD0590.Superseded values are not recommended for survey control.
 JD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0590.See file dsdata.txt to determine how the superseded data were derived.
 JD0590
 JD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC047866(NAD 83)
 JD0590_MARKER: DZ = AZIMUTH MARK DISK
 JD0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0590_STAMPING: C 6 B 2
 JD0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0590+STABILITY: SURFACE MOTION
 JD0590
 JD0590  HISTORY     - Date     Condition        Report By
 JD0590  HISTORY     - UNK      MONUMENTED       DOD
 JD0590  HISTORY     - 1963     GOOD             NGS
 JD0590
 JD0590                          STATION DESCRIPTION
 JD0590
 JD0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0590'5 MI NE FROM OTTERVILLE.
 JD0590'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0590'STATION AT OTTERVILLE, THENCE 0.2 MILE NORTH ALONG A TRACK
 JD0590'ROAD, THENCE 2.25 MILES NORTH ALONG COUNTY ROAD C, THENCE 0.2
 JD0590'MILE EAST ALONG A GRAVELED COUNTY ROAD, ON THE NORTH SLOPE OF A
 JD0590'SLIGHT RISE, ABOUT 306 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JD0590'111 FEET NORTH OF AN EAST-WEST FENCE, 150 FEET NORTHWEST OF THE
 JD0590'NORTHWEST CORNER OF A BARN, ABOUT 20 FEET ABOVE THE LEVEL OF THE
 JD0590'ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 JD0590'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0592 ***********************************************************************
 JD0592  DESIGNATION -  C 6 Z
 JD0592  PID         -  JD0592
 JD0592  STATE/COUNTY-  MO/COOPER
 JD0592  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0592
 JD0592                         *CURRENT SURVEY CONTROL
 JD0592  ___________________________________________________________________
 JD0592* NAD 83(1986)-  38 43 29.     (N)    092 56 25.     (W)     SCALED    
 JD0592* NAVD 88     -       252.484  (meters)     828.36   (feet)  ADJUSTED  
 JD0592  ___________________________________________________________________
 JD0592  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0592  DYNAMIC HT  -         252.316 (meters)     827.81  (feet)  COMP
 JD0592  MODELED GRAV-     979,956.2   (mgal)                       NAVD 88
 JD0592
 JD0592  VERT ORDER  -  SECOND    CLASS 0
 JD0592
 JD0592.The horizontal coordinates were scaled from a topographic map and have
 JD0592.an estimated accuracy of +/- 6 seconds.
 JD0592
 JD0592.The orthometric height was determined by differential leveling
 JD0592.and adjusted by the National Geodetic Survey in June 1991..
 JD0592
 JD0592.The geoid height was determined by GEOID03.
 JD0592
 JD0592.The dynamic height is computed by dividing the NAVD 88
 JD0592.geopotential number by the normal gravity value computed on the
 JD0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0592.degrees latitude (g = 980.6199 gals.).
 JD0592
 JD0592.The modeled gravity was interpolated from observed gravity values.
 JD0592
 JD0592;                    North         East    Units  Estimated Accuracy
 JD0592;SPC MO C     -   320,970.      461,720.      MT  (+/- 180 meters Scaled)
 JD0592
 JD0592                          SUPERSEDED SURVEY CONTROL
 JD0592
 JD0592  NGVD 29 (??/??/92)  252.39   (m)          828.0    (f) COMPUTED    2 0
 JD0592
 JD0592.Superseded values are not recommended for survey control.
 JD0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0592.See file dsdata.txt to determine how the superseded data were derived.
 JD0592
 JD0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC051862(NAD 83)
 JD0592_MARKER: DS = TRIANGULATION STATION DISK
 JD0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0592_STAMPING: C 6 Z 1962
 JD0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0592+STABILITY: SURFACE MOTION
 JD0592
 JD0592  HISTORY     - Date     Condition        Report By
 JD0592  HISTORY     - 1962     MONUMENTED       CGS
 JD0592  HISTORY     - 1963     GOOD             NGS
 JD0592
 JD0592                          STATION DESCRIPTION
 JD0592
 JD0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0592'5.7 MI NE FROM OTTERVILLE.
 JD0592'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0592'STATION AT OTTERVILLE, THENCE 0.2 MILE NORTH ALONG A TRACK
 JD0592'ROAD, THENCE 2.25 MILES NORTH ALONG COUNTY ROAD C, THENCE 0.6
 JD0592'MILE EAST ALONG A GRAVELED COUNTY ROAD, THENCE 0.35 MILE SOUTH
 JD0592'ALONG A NORTH-SOUTH FENCE, ON THE NORTHWEST SLOPE OF A HILL, 56.4
 JD0592'FEET SOUTHWEST OF THE T-JUNCTION OF FENCES, 51 FEET SOUTH OF AN
 JD0592'EAST-WEST FENCE, 71.3 FEET SOUTHEAST OF R.M. 2, 66.1 FEET
 JD0592'SOUTHWEST OF R.M. 1, AND SET IN THE TOP OF A CONCRETE POST 1.5
 JD0592'FEET BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0593 ***********************************************************************
 JD0593  DESIGNATION -  C 6 Z RM 1
 JD0593  PID         -  JD0593
 JD0593  STATE/COUNTY-  MO/COOPER
 JD0593  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0593
 JD0593                         *CURRENT SURVEY CONTROL
 JD0593  ___________________________________________________________________
 JD0593* NAD 83(1986)-  38 43 30.     (N)    092 56 24.     (W)     SCALED    
 JD0593* NAVD 88     -       253.642  (meters)     832.16   (feet)  ADJUSTED  
 JD0593  ___________________________________________________________________
 JD0593  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0593  DYNAMIC HT  -         253.473 (meters)     831.60  (feet)  COMP
 JD0593  MODELED GRAV-     979,956.2   (mgal)                       NAVD 88
 JD0593
 JD0593  VERT ORDER  -  SECOND    CLASS 0
 JD0593
 JD0593.The horizontal coordinates were scaled from a topographic map and have
 JD0593.an estimated accuracy of +/- 6 seconds.
 JD0593
 JD0593.The orthometric height was determined by differential leveling
 JD0593.and adjusted by the National Geodetic Survey in June 1991..
 JD0593
 JD0593.The geoid height was determined by GEOID03.
 JD0593
 JD0593.The dynamic height is computed by dividing the NAVD 88
 JD0593.geopotential number by the normal gravity value computed on the
 JD0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0593.degrees latitude (g = 980.6199 gals.).
 JD0593
 JD0593.The modeled gravity was interpolated from observed gravity values.
 JD0593
 JD0593;                    North         East    Units  Estimated Accuracy
 JD0593;SPC MO C     -   321,000.      461,740.      MT  (+/- 180 meters Scaled)
 JD0593
 JD0593                          SUPERSEDED SURVEY CONTROL
 JD0593
 JD0593  NGVD 29 (??/??/92)  253.55   (m)          831.9    (f) COMPUTED    2 0
 JD0593
 JD0593.Superseded values are not recommended for survey control.
 JD0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0593.See file dsdata.txt to determine how the superseded data were derived.
 JD0593
 JD0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC052862(NAD 83)
 JD0593_MARKER: DR = REFERENCE MARK DISK
 JD0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0593_STAMPING: C 6 Z NO 1 1962
 JD0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0593+STABILITY: SURFACE MOTION
 JD0593
 JD0593  HISTORY     - Date     Condition        Report By
 JD0593  HISTORY     - 1962     MONUMENTED       CGS
 JD0593  HISTORY     - 1963     GOOD             NGS
 JD0593
 JD0593                          STATION DESCRIPTION
 JD0593
 JD0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0593'5.7 MI NE FROM OTTERVILLE.
 JD0593'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0593'STATION AT OTTERVILLE, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD,
 JD0593'THENCE 2.25 MILES NORTH ALONG COUNTY ROAD C, THENCE 0.6 MILE EAST
 JD0593'ALONG A GRAVELED COUNTY ROAD, THENCE 0.35 MILE SOUTH ALONG A
 JD0593'NORTH-SOUTH FENCE, 96.4 FEET EAST OF R.M. 2, 66.1 FEET NORTHEAST
 JD0593'OF THE STATION MARK, 2.0 FEET SOUTH OF AN EAST-WEST FENCE, AND
 JD0593'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0591 ***********************************************************************
 JD0591  DESIGNATION -  C 6 Z RM 2
 JD0591  PID         -  JD0591
 JD0591  STATE/COUNTY-  MO/COOPER
 JD0591  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0591
 JD0591                         *CURRENT SURVEY CONTROL
 JD0591  ___________________________________________________________________
 JD0591* NAD 83(1986)-  38 43 31.     (N)    092 56 26.     (W)     SCALED    
 JD0591* NAVD 88     -       251.633  (meters)     825.57   (feet)  ADJUSTED  
 JD0591  ___________________________________________________________________
 JD0591  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0591  DYNAMIC HT  -         251.465 (meters)     825.01  (feet)  COMP
 JD0591  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 JD0591
 JD0591  VERT ORDER  -  SECOND    CLASS 0
 JD0591
 JD0591.The horizontal coordinates were scaled from a topographic map and have
 JD0591.an estimated accuracy of +/- 6 seconds.
 JD0591
 JD0591.The orthometric height was determined by differential leveling
 JD0591.and adjusted by the National Geodetic Survey in June 1991..
 JD0591
 JD0591.The geoid height was determined by GEOID03.
 JD0591
 JD0591.The dynamic height is computed by dividing the NAVD 88
 JD0591.geopotential number by the normal gravity value computed on the
 JD0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0591.degrees latitude (g = 980.6199 gals.).
 JD0591
 JD0591.The modeled gravity was interpolated from observed gravity values.
 JD0591
 JD0591;                    North         East    Units  Estimated Accuracy
 JD0591;SPC MO C     -   321,030.      461,690.      MT  (+/- 180 meters Scaled)
 JD0591
 JD0591                          SUPERSEDED SURVEY CONTROL
 JD0591
 JD0591  NGVD 29 (??/??/92)  251.54   (m)          825.3    (f) COMPUTED    2 0
 JD0591
 JD0591.Superseded values are not recommended for survey control.
 JD0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0591.See file dsdata.txt to determine how the superseded data were derived.
 JD0591
 JD0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC051862(NAD 83)
 JD0591_MARKER: DR = REFERENCE MARK DISK
 JD0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0591_STAMPING: C 6 Z NO 2 1962
 JD0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0591+STABILITY: SURFACE MOTION
 JD0591
 JD0591  HISTORY     - Date     Condition        Report By
 JD0591  HISTORY     - 1962     MONUMENTED       CGS
 JD0591  HISTORY     - 1963     GOOD             NGS
 JD0591
 JD0591                          STATION DESCRIPTION
 JD0591
 JD0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0591'5.7 MI NE FROM OTTERVILLE.
 JD0591'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0591'STATION AT OTTERVILLE, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD,
 JD0591'THENCE 2.25 MILES NORTH ALONG COUNTY ROAD C, THENCE 0.6 MILE EAST
 JD0591'ALONG A GRAVELED COUNTY ROAD, THENCE 0.35 MILE SOUTH ALONG A
 JD0591'NORTH-SOUTH FENCE, 94.6 FEET WEST OF R.M. 1, 71.3 FEET NORTHWEST
 JD0591'OF THE STATION MARK, 2.0 FEET SOUTH OF AN EAST-WEST FENCE, AND
 JD0591'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0307 ***********************************************************************
 GF0307  DESIGNATION -  C 60
 GF0307  PID         -  GF0307
 GF0307  STATE/COUNTY-  MO/STONE
 GF0307  USGS QUAD   -  REEDS SPRING (1989)
 GF0307
 GF0307                         *CURRENT SURVEY CONTROL
 GF0307  ___________________________________________________________________
 GF0307* NAD 83(1986)-  36 44 20.     (N)    093 23 02.     (W)     SCALED    
 GF0307* NAVD 88     -       389.228  (meters)    1276.99   (feet)  ADJUSTED  
 GF0307  ___________________________________________________________________
 GF0307  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GF0307  DYNAMIC HT  -         388.894 (meters)    1275.90  (feet)  COMP
 GF0307  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 GF0307
 GF0307  VERT ORDER  -  SECOND    CLASS 0
 GF0307
 GF0307.The horizontal coordinates were scaled from a topographic map and have
 GF0307.an estimated accuracy of +/- 6 seconds.
 GF0307
 GF0307.The orthometric height was determined by differential leveling
 GF0307.and adjusted by the National Geodetic Survey in June 1991..
 GF0307
 GF0307.The geoid height was determined by GEOID03.
 GF0307
 GF0307.The dynamic height is computed by dividing the NAVD 88
 GF0307.geopotential number by the normal gravity value computed on the
 GF0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0307.degrees latitude (g = 980.6199 gals.).
 GF0307
 GF0307.The modeled gravity was interpolated from observed gravity values.
 GF0307
 GF0307;                    North         East    Units  Estimated Accuracy
 GF0307;SPC MO C     -   100,840.      421,060.      MT  (+/- 180 meters Scaled)
 GF0307
 GF0307                          SUPERSEDED SURVEY CONTROL
 GF0307
 GF0307  NGVD 29 (??/??/92)  389.086  (m)         1276.53   (f) ADJ UNCH    2 0
 GF0307
 GF0307.Superseded values are not recommended for survey control.
 GF0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0307.See file dsdata.txt to determine how the superseded data were derived.
 GF0307
 GF0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA657659(NAD 83)
 GF0307_MARKER: DB = BENCH MARK DISK
 GF0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0307_SP_SET: CULVERT
 GF0307_STAMPING: C 60 1934
 GF0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0307
 GF0307  HISTORY     - Date     Condition        Report By
 GF0307  HISTORY     - 1934     MONUMENTED       CGS
 GF0307
 GF0307                          STATION DESCRIPTION
 GF0307
 GF0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0307'1 MI S FROM REEDS SPRING.
 GF0307'1 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE MISSOURI PACIFIC
 GF0307'RAILROAD STATION AT REEDS SPRING, STONE COUNTY, 0.3 MILE NORTH OF
 GF0307'THE JUNCTION WITH COUNTY HIGHWAY C, AT A 8-BY-4-FOOT CONCRETE
 GF0307'BOX CULVERT, IN THE TOP OF THE NORTHEAST CORNER, AND 27 FEET
 GF0307'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GF0307'C 60 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0405 ***********************************************************************
 KD0405  DESIGNATION -  C 60/1
 KD0405  PID         -  KD0405
 KD0405  STATE/COUNTY-  MO/SALINE
 KD0405  USGS QUAD   -  MALTA BEND (1978)
 KD0405
 KD0405                         *CURRENT SURVEY CONTROL
 KD0405  ___________________________________________________________________
 KD0405* NAD 83(1986)-  39 14 30.     (N)    093 18 50.     (W)     SCALED    
 KD0405* NAVD 88     -       199.101  (meters)     653.22   (feet)  POSTED    
 KD0405  ___________________________________________________________________
 KD0405  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0405  DYNAMIC HT  -         198.980 (meters)     652.82  (feet)  COMP
 KD0405  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 KD0405
 KD0405  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0405
 KD0405.The horizontal coordinates were scaled from a topographic map and have
 KD0405.an estimated accuracy of +/- 6 seconds.
 KD0405
 KD0405.The orthometric height was determined by differential leveling
 KD0405.and adjusted by the National Geodetic Survey in 1992..
 KD0405.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0405.rate of 2.1 thru 3.0 mm/km.
 KD0405
 KD0405.The geoid height was determined by GEOID03.
 KD0405
 KD0405.The dynamic height is computed by dividing the NAVD 88
 KD0405.geopotential number by the normal gravity value computed on the
 KD0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0405.degrees latitude (g = 980.6199 gals.).
 KD0405
 KD0405.The modeled gravity was interpolated from observed gravity values.
 KD0405
 KD0405;                    North         East    Units  Estimated Accuracy
 KD0405;SPC MO C     -   378,570.      429,740.      MT  (+/- 180 meters Scaled)
 KD0405
 KD0405                          SUPERSEDED SURVEY CONTROL
 KD0405
 KD0405  NGVD 29 (??/??/92)  199.046  (m)          653.04   (f) ADJ UNCH    1 2
 KD0405
 KD0405.Superseded values are not recommended for survey control.
 KD0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0405.See file dsdata.txt to determine how the superseded data were derived.
 KD0405
 KD0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD729436(NAD 83)
 KD0405_MARKER: Q = CHISELED SQUARE
 KD0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0405_SP_SET: CULVERT
 KD0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0405
 KD0405  HISTORY     - Date     Condition        Report By
 KD0405  HISTORY     - UNK      MONUMENTED       DOD
 KD0405  HISTORY     - 1948     GOOD             NGS
 KD0405
 KD0405                          STATION DESCRIPTION
 KD0405
 KD0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0405'5.4 MI NE FROM MALTA BEND.
 KD0405'2.2 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION OF LIN STREET
 KD0405'AND U.S. HIGHWAY 65 (STATE STREET) AT MALTA BEND, THENCE 1.6 MILE
 KD0405'EAST AND NORTH ALONG A ROAD FOLLOWING THE RIVER LEVEE, THENCE 0.45
 KD0405'MILE EAST ALONG A DIRT ROAD, THENCE 0.4 MILE NORTH ALONG A DIRT
 KD0405'ROAD, THENCE 0.8 MILE EAST ALONG A DIRT ROAD, 100.0 FEET SOUTHEAST
 KD0405'OF THE Y-JUNCTION OF ROADS, 19.0 FEET WEST OF THE CENTER LINE OF
 KD0405'THE ROAD, AT THE NORTHWEST CORNER OF THE CONCRETE CULVERT OVER
 KD0405'A DRAINAGE DITCH, IN THE NORTHEAST CORNER OF THE WINGWALL, A
 KD0405'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0226 ***********************************************************************
 GF0226  DESIGNATION -  C 61
 GF0226  PID         -  GF0226
 GF0226  STATE/COUNTY-  MO/STONE
 GF0226  USGS QUAD   -  GARBER (1989)
 GF0226
 GF0226                         *CURRENT SURVEY CONTROL
 GF0226  ___________________________________________________________________
 GF0226* NAD 83(1986)-  36 41 33.     (N)    093 18 57.     (W)     SCALED    
 GF0226* NAVD 88     -       293.269  (meters)     962.17   (feet)  ADJUSTED  
 GF0226  ___________________________________________________________________
 GF0226  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GF0226  DYNAMIC HT  -         293.016 (meters)     961.34  (feet)  COMP
 GF0226  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GF0226
 GF0226  VERT ORDER  -  SECOND    CLASS 0
 GF0226
 GF0226.The horizontal coordinates were scaled from a topographic map and have
 GF0226.an estimated accuracy of +/- 6 seconds.
 GF0226
 GF0226.The orthometric height was determined by differential leveling
 GF0226.and adjusted by the National Geodetic Survey in June 1991..
 GF0226
 GF0226.The geoid height was determined by GEOID03.
 GF0226
 GF0226.The dynamic height is computed by dividing the NAVD 88
 GF0226.geopotential number by the normal gravity value computed on the
 GF0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0226.degrees latitude (g = 980.6199 gals.).
 GF0226
 GF0226.The modeled gravity was interpolated from observed gravity values.
 GF0226
 GF0226;                    North         East    Units  Estimated Accuracy
 GF0226;SPC MO C     -    95,640.      427,090.      MT  (+/- 180 meters Scaled)
 GF0226
 GF0226                          SUPERSEDED SURVEY CONTROL
 GF0226
 GF0226  NGVD 29 (??/??/92)  293.129  (m)          961.71   (f) ADJ UNCH    2 0
 GF0226
 GF0226.Superseded values are not recommended for survey control.
 GF0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0226.See file dsdata.txt to determine how the superseded data were derived.
 GF0226
 GF0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA717608(NAD 83)
 GF0226_MARKER: DB = BENCH MARK DISK
 GF0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0226_STAMPING: C 61 1934
 GF0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0226+STABILITY: SURFACE MOTION
 GF0226
 GF0226  HISTORY     - Date     Condition        Report By
 GF0226  HISTORY     - 1934     MONUMENTED       CGS
 GF0226
 GF0226                          STATION DESCRIPTION
 GF0226
 GF0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0226'5.4 MI SE FROM REEDS SPRING.
 GF0226'5.4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GF0226'STATION AT REEDS SPRING, STONE COUNTY, 245 FEET SOUTHEAST OF POLE
 GF0226'455+10, 52 FEET NORTH OF THE CENTER OF A FARM-ROAD CROSSING, 15.5
 GF0226'FEET NORTHWEST OF THE NORTH POST OF THE CROSSING GATE AT THE NORTH
 GF0226'SIDE OF THE TRACK, 47 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 GF0226'AND 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD
 GF0226'DISK, STAMPED C 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0156 ***********************************************************************
 GF0156  DESIGNATION -  C 62
 GF0156  PID         -  GF0156
 GF0156  STATE/COUNTY-  MO/TANEY
 GF0156  USGS QUAD   -  BRADLEYVILLE (1982)
 GF0156
 GF0156                         *CURRENT SURVEY CONTROL
 GF0156  ___________________________________________________________________
 GF0156* NAD 83(1986)-  36 47 13.     (N)    092 58 40.     (W)     SCALED    
 GF0156* NAVD 88     -       321.890  (meters)    1056.07   (feet)  ADJUSTED  
 GF0156  ___________________________________________________________________
 GF0156  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GF0156  DYNAMIC HT  -         321.623 (meters)    1055.19  (feet)  COMP
 GF0156  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 GF0156
 GF0156  VERT ORDER  -  SECOND    CLASS 0
 GF0156
 GF0156.The horizontal coordinates were scaled from a topographic map and have
 GF0156.an estimated accuracy of +/- 6 seconds.
 GF0156
 GF0156.The orthometric height was determined by differential leveling
 GF0156.and adjusted by the National Geodetic Survey in June 1991..
 GF0156
 GF0156.The geoid height was determined by GEOID03.
 GF0156
 GF0156.The dynamic height is computed by dividing the NAVD 88
 GF0156.geopotential number by the normal gravity value computed on the
 GF0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0156.degrees latitude (g = 980.6199 gals.).
 GF0156
 GF0156.The modeled gravity was interpolated from observed gravity values.
 GF0156
 GF0156;                    North         East    Units  Estimated Accuracy
 GF0156;SPC MO C     -   105,920.      457,360.      MT  (+/- 180 meters Scaled)
 GF0156
 GF0156                          SUPERSEDED SURVEY CONTROL
 GF0156
 GF0156  NGVD 29 (??/??/92)  321.761  (m)         1055.64   (f) ADJ UNCH    2 0
 GF0156
 GF0156.Superseded values are not recommended for survey control.
 GF0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0156.See file dsdata.txt to determine how the superseded data were derived.
 GF0156
 GF0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA019712(NAD 83)
 GF0156_MARKER: DB = BENCH MARK DISK
 GF0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0156_STAMPING: C 62 1934
 GF0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0156+STABILITY: SURFACE MOTION
 GF0156
 GF0156  HISTORY     - Date     Condition        Report By
 GF0156  HISTORY     - 1934     MONUMENTED       CGS
 GF0156
 GF0156                          STATION DESCRIPTION
 GF0156
 GF0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0156'4.4 MI SW FROM BRADLEYVILLE.
 GF0156'4.4 MILES SOUTHWEST ALONG STATE HIGHWAY 76 FROM THE JUNCTION WITH
 GF0156'COUNTY HIGHWAY A AT BRADLEYVILLE, TANEY COUNTY, AT ROLLER HOLLOW
 GF0156'SCHOOLHOUSE, 175 FEET WEST OF THE SOUTHWEST CORNER OF THE SCHOOL,
 GF0156'155 FEET NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE
 GF0156'DRIVEWAY OF DR. HUMMEL AND A PIPE CULVERT UNDER THE DRIVEWAY, 62.5
 GF0156'FEET NORTHEAST OF THE NORTH END OF A PIPE CULVERT UNDER THE
 GF0156'HIGHWAY, 56.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.5
 GF0156'FEET NORTH OF A CORNER FENCE POST AT THE SOUTHWEST CORNER OF
 GF0156'THE SCHOOLYARD, AND 1 FOOT EAST OF A PROPERTY-LINE FENCE.  A
 GF0156'STANDARD DISK, STAMPED C 62 1934 AND SET IN THE TOP OF A CONCRETE
 GF0156'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0706 ***********************************************************************
 HD0706  DESIGNATION -  C 64
 HD0706  PID         -  HD0706
 HD0706  STATE/COUNTY-  MO/GREENE
 HD0706  USGS QUAD   -  GALLOWAY (1975)
 HD0706
 HD0706                         *CURRENT SURVEY CONTROL
 HD0706  ___________________________________________________________________
 HD0706* NAD 83(1986)-  37 10 14.     (N)    093 14 39.     (W)     SCALED    
 HD0706* NAVD 88     -       389.342  (meters)    1277.37   (feet)  ADJUSTED  
 HD0706  ___________________________________________________________________
 HD0706  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HD0706  DYNAMIC HT  -         389.027 (meters)    1276.33  (feet)  COMP
 HD0706  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 HD0706
 HD0706  VERT ORDER  -  FIRST     CLASS II
 HD0706
 HD0706.The horizontal coordinates were scaled from a topographic map and have
 HD0706.an estimated accuracy of +/- 6 seconds.
 HD0706
 HD0706.The orthometric height was determined by differential leveling
 HD0706.and adjusted by the National Geodetic Survey in June 1991..
 HD0706
 HD0706.The geoid height was determined by GEOID03.
 HD0706
 HD0706.The dynamic height is computed by dividing the NAVD 88
 HD0706.geopotential number by the normal gravity value computed on the
 HD0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0706.degrees latitude (g = 980.6199 gals.).
 HD0706
 HD0706.The modeled gravity was interpolated from observed gravity values.
 HD0706
 HD0706;                    North         East    Units  Estimated Accuracy
 HD0706;SPC MO C     -   148,640.      433,910.      MT  (+/- 180 meters Scaled)
 HD0706
 HD0706                          SUPERSEDED SURVEY CONTROL
 HD0706
 HD0706  NGVD 29 (10/05/93)  389.195  (m)         1276.88   (f) ADJUSTED    1 2
 HD0706
 HD0706.Superseded values are not recommended for survey control.
 HD0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0706.See file dsdata.txt to determine how the superseded data were derived.
 HD0706
 HD0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB783138(NAD 83)
 HD0706_MARKER: DB = BENCH MARK DISK
 HD0706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HD0706_SP_SET: HEADWALL
 HD0706_STAMPING: C 64 1934
 HD0706_MARK LOGO: CGS   
 HD0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0706+STABILITY: SURFACE MOTION
 HD0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0706+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 HD0706
 HD0706  HISTORY     - Date     Condition        Report By
 HD0706  HISTORY     - 1934     MONUMENTED       CGS
 HD0706  HISTORY     - 1942     GOOD             NGS
 HD0706  HISTORY     - 19891010 GOOD             NGS
 HD0706
 HD0706                          STATION DESCRIPTION
 HD0706
 HD0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HD0706'4.8 MI SE FROM SPRINGFIELD.
 HD0706'4.8 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0706'FROM THE PASSENGER STATION AT SPRINGFIELD, GREENE COUNTY, 365
 HD0706'FEET SOUTH OF MILEPOST 244, AT A 6-BY-6-FOOT CONCRETE BOX CULVERT,
 HD0706'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 21.2 FEET WEST
 HD0706'OF THE CENTERLINE OF THE TRACK, AND ABOUT 4.5 FEET LOWER THAN THE
 HD0706'ROADBED.  A STANDARD DISK, STAMPED C 64 1934.
 HD0706
 HD0706                          STATION RECOVERY (1989)
 HD0706
 HD0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0706'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.2 KM
 HD0706'(0.75 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 HD0706'JUNCTION WITH SUNSHINE DRIVE IN SPRINGFIELD, IN TOP OF AND 0.2 M (0.7
 HD0706'FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A BOX
 HD0706'CULVERT, 5.9 M (19.4 FT) SOUTH OF A UTILITY POLE, 5.6 M (18.4 FT)
 HD0706'WEST OF THE NEAR RAIL, AND 2.1 M (6.9 FT) BELOW THE LEVEL OF THE
 HD0706'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0272 ***********************************************************************
 GF0272  DESIGNATION -  C 65
 GF0272  PID         -  GF0272
 GF0272  STATE/COUNTY-  MO/CHRISTIAN
 GF0272  USGS QUAD   -  GARRISON (1955)
 GF0272
 GF0272                         *CURRENT SURVEY CONTROL
 GF0272  ___________________________________________________________________
 GF0272* NAD 83(1986)-  36 52 25.     (N)    093 05 37.     (W)     SCALED    
 GF0272* NAVD 88     -       405.559  (meters)    1330.57   (feet)  ADJUSTED  
 GF0272  ___________________________________________________________________
 GF0272  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GF0272  DYNAMIC HT  -         405.218 (meters)    1329.45  (feet)  COMP
 GF0272  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 GF0272
 GF0272  VERT ORDER  -  SECOND    CLASS 0
 GF0272
 GF0272.The horizontal coordinates were scaled from a topographic map and have
 GF0272.an estimated accuracy of +/- 6 seconds.
 GF0272
 GF0272.The orthometric height was determined by differential leveling
 GF0272.and adjusted by the National Geodetic Survey in June 1991..
 GF0272
 GF0272.The geoid height was determined by GEOID03.
 GF0272
 GF0272.The dynamic height is computed by dividing the NAVD 88
 GF0272.geopotential number by the normal gravity value computed on the
 GF0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0272.degrees latitude (g = 980.6199 gals.).
 GF0272
 GF0272.The modeled gravity was interpolated from observed gravity values.
 GF0272
 GF0272;                    North         East    Units  Estimated Accuracy
 GF0272;SPC MO C     -   115,590.      447,080.      MT  (+/- 180 meters Scaled)
 GF0272
 GF0272                          SUPERSEDED SURVEY CONTROL
 GF0272
 GF0272  NGVD 29 (??/??/92)  405.423  (m)         1330.13   (f) ADJ UNCH    2 0
 GF0272
 GF0272.Superseded values are not recommended for survey control.
 GF0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0272.See file dsdata.txt to determine how the superseded data were derived.
 GF0272
 GF0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA916808(NAD 83)
 GF0272_MARKER: DB = BENCH MARK DISK
 GF0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0272_STAMPING: C 65 1934
 GF0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0272+STABILITY: SURFACE MOTION
 GF0272
 GF0272  HISTORY     - Date     Condition        Report By
 GF0272  HISTORY     - 1934     MONUMENTED       CGS
 GF0272
 GF0272                          STATION DESCRIPTION
 GF0272
 GF0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0272'5 MI S FROM CHADWICK.
 GF0272'5 MILES SOUTH ALONG THE PINE RIDGE ROAD FROM THE CONSOLIDATED
 GF0272'SCHOOL AT CHADWICK, CHRISTIAN COUNTY, AT THE JUNCTION OF THE
 GF0272'ROAD LEADING TO FORSYTH AND THE ROAD LEADING TO TANEYVILLE, 160
 GF0272'FEET NORTHWEST OF AN OAK TREE AT THE NORTH JUNCTION MARKED
 GF0272'U.S. BM. 1327.6 AND HAVING A UNITED STATES GEOLOGICAL STANDARD
 GF0272'COPPER NAIL AND WASHER IN THE ROOT, 31 FEET NORTH OF THE CENTER OF
 GF0272'THE WEST JUNCTION, 16 FEET NORTH OF THE CENTERLINE OF THE ROAD
 GF0272'LEADING TO FORSYTH, AND 1 FOOT SOUTH OF THE PROPERTY LINE FENCE.
 GF0272'A STANDARD DISK, STAMPED C 65 1934 AND SET IN THE TOP OF A
 GF0272'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0010 ***********************************************************************
 GF0010  DESIGNATION -  C 67
 GF0010  PID         -  GF0010
 GF0010  STATE/COUNTY-  MO/OZARK
 GF0010  USGS QUAD   -  BAKERSFIELD (1968)
 GF0010
 GF0010                         *CURRENT SURVEY CONTROL
 GF0010  ___________________________________________________________________
 GF0010* NAD 83(1986)-  36 35 33.     (N)    092 14 54.     (W)     SCALED    
 GF0010* NAVD 88     -       275.963  (meters)     905.39   (feet)  ADJUSTED  
 GF0010  ___________________________________________________________________
 GF0010  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GF0010  DYNAMIC HT  -         275.732 (meters)     904.63  (feet)  COMP
 GF0010  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 GF0010
 GF0010  VERT ORDER  -  SECOND    CLASS 0
 GF0010
 GF0010.The horizontal coordinates were scaled from a topographic map and have
 GF0010.an estimated accuracy of +/- 6 seconds.
 GF0010
 GF0010.The orthometric height was determined by differential leveling
 GF0010.and adjusted by the National Geodetic Survey in June 1991..
 GF0010
 GF0010.The geoid height was determined by GEOID03.
 GF0010
 GF0010.The dynamic height is computed by dividing the NAVD 88
 GF0010.geopotential number by the normal gravity value computed on the
 GF0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0010.degrees latitude (g = 980.6199 gals.).
 GF0010
 GF0010.The modeled gravity was interpolated from observed gravity values.
 GF0010
 GF0010;                    North         East    Units  Estimated Accuracy
 GF0010;SPC MO C     -    84,260.      522,520.      MT  (+/- 180 meters Scaled)
 GF0010
 GF0010                          SUPERSEDED SURVEY CONTROL
 GF0010
 GF0010  NGVD 29 (??/??/92)  275.825  (m)          904.94   (f) ADJ UNCH    2 0
 GF0010
 GF0010.Superseded values are not recommended for survey control.
 GF0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0010.See file dsdata.txt to determine how the superseded data were derived.
 GF0010
 GF0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA672499(NAD 83)
 GF0010_MARKER: DB = BENCH MARK DISK
 GF0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0010_STAMPING: C 67 1934
 GF0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0010+STABILITY: SURFACE MOTION
 GF0010
 GF0010  HISTORY     - Date     Condition        Report By
 GF0010  HISTORY     - 1934     MONUMENTED       CGS
 GF0010  HISTORY     - 20060131 MARK NOT FOUND   MODNR
 GF0010
 GF0010                          STATION DESCRIPTION
 GF0010
 GF0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0010'2.7 MI E FROM TECUMSEH.
 GF0010'2.7 MILES EAST ALONG STATE HIGHWAY 80 FROM BRIDGE F 443 OVER
 GF0010'NORTH FORK RIVER AT TECUMSEH, OZARK COUNTY, 0.2 MILE WEST OF
 GF0010'THE C.C. DEAN FARMHOUSE, 250 FEET EAST OF THE JUNCTION WITH
 GF0010'A ROAD LEADING NORTH, 18.5 FEET WEST OF POLE 964, 25.5 FEET
 GF0010'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF THE
 GF0010'PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED C 67 1934 AND
 GF0010'SET IN THE TOP OF A CONCRETE POST.
 GF0010
 GF0010                          STATION RECOVERY (2006)
 GF0010
 GF0010'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GF0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0418 ***********************************************************************
 GE0418  DESIGNATION -  C 68
 GE0418  PID         -  GE0418
 GE0418  STATE/COUNTY-  MO/RIPLEY
 GE0418  USGS QUAD   -  BARDLEY (1965)
 GE0418
 GE0418                         *CURRENT SURVEY CONTROL
 GE0418  ___________________________________________________________________
 GE0418* NAD 83(1986)-  36 40 21.     (N)    091 06 01.     (W)     SCALED    
 GE0418* NAVD 88     -       241.231  (meters)     791.44   (feet)  ADJUSTED  
 GE0418  ___________________________________________________________________
 GE0418  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GE0418  DYNAMIC HT  -         241.029 (meters)     790.78  (feet)  COMP
 GE0418  MODELED GRAV-     979,789.3   (mgal)                       NAVD 88
 GE0418
 GE0418  VERT ORDER  -  SECOND    CLASS 0
 GE0418
 GE0418.The horizontal coordinates were scaled from a topographic map and have
 GE0418.an estimated accuracy of +/- 6 seconds.
 GE0418
 GE0418.The orthometric height was determined by differential leveling
 GE0418.and adjusted by the National Geodetic Survey in June 1991..
 GE0418
 GE0418.The geoid height was determined by GEOID03.
 GE0418
 GE0418.The dynamic height is computed by dividing the NAVD 88
 GE0418.geopotential number by the normal gravity value computed on the
 GE0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0418.degrees latitude (g = 980.6199 gals.).
 GE0418
 GE0418.The modeled gravity was interpolated from observed gravity values.
 GE0418
 GE0418;                    North         East    Units  Estimated Accuracy
 GE0418;SPC MO E     -    93,280.      196,340.      MT  (+/- 180 meters Scaled)
 GE0418
 GE0418                          SUPERSEDED SURVEY CONTROL
 GE0418
 GE0418  NGVD 29 (??/??/92)  241.126  (m)          791.09   (f) ADJ UNCH    2 0
 GE0418
 GE0418.Superseded values are not recommended for survey control.
 GE0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0418.See file dsdata.txt to determine how the superseded data were derived.
 GE0418
 GE0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA697602(NAD 83)
 GE0418_MARKER: DB = BENCH MARK DISK
 GE0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0418_STAMPING: C 68 1934
 GE0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0418+STABILITY: SURFACE MOTION
 GE0418
 GE0418  HISTORY     - Date     Condition        Report By
 GE0418  HISTORY     - 1934     MONUMENTED       CGS
 GE0418
 GE0418                          STATION DESCRIPTION
 GE0418
 GE0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0418'17.8 MI W FROM DONIPHAN.
 GE0418'17.8 MILES WEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER
 GE0418'CURRENT RIVER AT DONIPHAN, RIPLEY COUNTY, 8.7 MILES WEST OF THE
 GE0418'POST OFFICE AT BRIAR CREEK, 180 FEET NORTHWEST OF THE CENTER OF THE
 GE0418'JUNCTION WITH THE ROAD LEADING NORTH TO PINE, 63.5 FEET NORTH OF
 GE0418'THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A RAIL FENCE.
 GE0418'A STANDARD DISK, STAMPED C 68 1934 AND SET IN THE TOP OF A
 GE0418'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0222 ***********************************************************************
 HD0222  DESIGNATION -  C 7
 HD0222  PID         -  HD0222
 HD0222  STATE/COUNTY-  MO/WRIGHT
 HD0222  USGS QUAD   -  NORWOOD (1985)
 HD0222
 HD0222                         *CURRENT SURVEY CONTROL
 HD0222  ___________________________________________________________________
 HD0222* NAD 83(1986)-  37 06 28.     (N)    092 24 57.     (W)     SCALED    
 HD0222* NAVD 88     -       455.567  (meters)    1494.64   (feet)  ADJUSTED  
 HD0222  ___________________________________________________________________
 HD0222  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 HD0222  DYNAMIC HT  -         455.192 (meters)    1493.41  (feet)  COMP
 HD0222  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 HD0222
 HD0222  VERT ORDER  -  FIRST     CLASS II
 HD0222
 HD0222.The horizontal coordinates were scaled from a topographic map and have
 HD0222.an estimated accuracy of +/- 6 seconds.
 HD0222
 HD0222.The orthometric height was determined by differential leveling
 HD0222.and adjusted by the National Geodetic Survey in June 1991..
 HD0222
 HD0222.The geoid height was determined by GEOID03.
 HD0222
 HD0222.The dynamic height is computed by dividing the NAVD 88
 HD0222.geopotential number by the normal gravity value computed on the
 HD0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0222.degrees latitude (g = 980.6199 gals.).
 HD0222
 HD0222.The modeled gravity was interpolated from observed gravity values.
 HD0222
 HD0222;                    North         East    Units  Estimated Accuracy
 HD0222;SPC MO C     -   141,420.      507,480.      MT  (+/- 180 meters Scaled)
 HD0222
 HD0222                          SUPERSEDED SURVEY CONTROL
 HD0222
 HD0222  NGVD 29 (??/??/92)  455.408  (m)         1494.12   (f) ADJ UNCH    1 2
 HD0222
 HD0222.Superseded values are not recommended for survey control.
 HD0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0222.See file dsdata.txt to determine how the superseded data were derived.
 HD0222
 HD0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB519069(NAD 83)
 HD0222_MARKER: DB = BENCH MARK DISK
 HD0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0222_STAMPING: 1494.118 C 7 1928
 HD0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0222+STABILITY: SURFACE MOTION
 HD0222
 HD0222  HISTORY     - Date     Condition        Report By
 HD0222  HISTORY     - 1928     MONUMENTED       CGS
 HD0222  HISTORY     - 1934     GOOD             NGS
 HD0222  HISTORY     - 19890925 MARK NOT FOUND   NGS
 HD0222
 HD0222                          STATION DESCRIPTION
 HD0222
 HD0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0222'AT NORWOOD.
 HD0222'AT NORWOOD, WRIGHT COUNTY, ON THE RIGHT-OF-WAY OF THE ST.
 HD0222'LOUIS-SAN FRANCISCO RAILWAY, 55 YARDS EAST OF THE EAST END OF THE
 HD0222'FREIGHT PLATFORM OF THE STATION, 40 YARDS EAST OF A ROAD CROSSING
 HD0222'EAST OF THE STATION, 31-1/2 FEET SOUTH OF THE CENTERLINE OF THE
 HD0222'MAIN TRACK, IN THE NORTHEAST CORNER OF A FENCED-IN PLOT OF LAND
 HD0222'JUST WEST OF THE PLOT OF GROUND USED FOR STORAGE OF LUMBER AND TIES
 HD0222'FOR THE RAILROAD, AND 7-1/2 FEET SOUTHWEST OF THE SIGN FOR STORAGE
 HD0222'OF COMPANY TIES AND TIMBER ONLY.  A STANDARD DISK, STAMPED 1494.118
 HD0222'C 7 1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 HD0222'ABOVE GROUND.
 HD0222
 HD0222                          STATION RECOVERY (1989)
 HD0222
 HD0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0637 ***********************************************************************
 JD0637  DESIGNATION -  C 7 B 1
 JD0637  PID         -  JD0637
 JD0637  STATE/COUNTY-  MO/MORGAN
 JD0637  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0637
 JD0637                         *CURRENT SURVEY CONTROL
 JD0637  ___________________________________________________________________
 JD0637* NAD 83(1986)-  38 40 44.     (N)    093 00 12.     (W)     SCALED    
 JD0637* NAVD 88     -       250.577  (meters)     822.10   (feet)  ADJUSTED  
 JD0637  ___________________________________________________________________
 JD0637  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0637  DYNAMIC HT  -         250.409 (meters)     821.55  (feet)  COMP
 JD0637  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 JD0637
 JD0637  VERT ORDER  -  FIRST     CLASS II
 JD0637
 JD0637.The horizontal coordinates were scaled from a topographic map and have
 JD0637.an estimated accuracy of +/- 6 seconds.
 JD0637
 JD0637.The orthometric height was determined by differential leveling
 JD0637.and adjusted by the National Geodetic Survey in June 1991..
 JD0637
 JD0637.The geoid height was determined by GEOID03.
 JD0637
 JD0637.The dynamic height is computed by dividing the NAVD 88
 JD0637.geopotential number by the normal gravity value computed on the
 JD0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0637.degrees latitude (g = 980.6199 gals.).
 JD0637
 JD0637.The modeled gravity was interpolated from observed gravity values.
 JD0637
 JD0637;                    North         East    Units  Estimated Accuracy
 JD0637;SPC MO C     -   315,910.      456,200.      MT  (+/- 180 meters Scaled)
 JD0637
 JD0637                          SUPERSEDED SURVEY CONTROL
 JD0637
 JD0637  NGVD 29 (??/??/92)  250.49   (m)          821.8    (f) COMPUTED    1 2
 JD0637
 JD0637.Superseded values are not recommended for survey control.
 JD0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0637.See file dsdata.txt to determine how the superseded data were derived.
 JD0637
 JD0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC997811(NAD 83)
 JD0637_MARKER: DZ = AZIMUTH MARK DISK
 JD0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0637_STAMPING: C 7 B 1
 JD0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0637+STABILITY: SURFACE MOTION
 JD0637
 JD0637  HISTORY     - Date     Condition        Report By
 JD0637  HISTORY     - UNK      MONUMENTED       DOD
 JD0637  HISTORY     - 1963     GOOD             NGS
 JD0637
 JD0637                          STATION DESCRIPTION
 JD0637
 JD0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0637'2 MI S FROM OTTERVILLE.
 JD0637'ABOUT 0.5 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0637'THE STATION AT OTTERVILLE, THENCE 1.15 MILES SOUTH ALONG A
 JD0637'GRAVELED ROAD, THENCE 0.4 MILE EAST ACROSS A FIELD, 0.05 MILE
 JD0637'EAST OF A NORTH-SOUTH FENCE, ON THE SOUTH SLOPE OF A SMALL HILL,
 JD0637'200 FEET NORTHWEST OF A SMALL POND, 29.3 FEET NORTHWEST OF THE
 JD0637'MORE NORTHERLY OF TWO SMALL TREES, A 1 1/2 X 4 FOOT CONCRETE
 JD0637'PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF THE
 JD0637'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0638 ***********************************************************************
 JD0638  DESIGNATION -  C 7 B 2
 JD0638  PID         -  JD0638
 JD0638  STATE/COUNTY-  MO/MORGAN
 JD0638  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0638
 JD0638                         *CURRENT SURVEY CONTROL
 JD0638  ___________________________________________________________________
 JD0638* NAD 83(1986)-  38 40 32.     (N)    093 00 02.     (W)     SCALED    
 JD0638* NAVD 88     -       258.298  (meters)     847.43   (feet)  ADJUSTED  
 JD0638  ___________________________________________________________________
 JD0638  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0638  DYNAMIC HT  -         258.125 (meters)     846.87  (feet)  COMP
 JD0638  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 JD0638
 JD0638  VERT ORDER  -  FIRST     CLASS II
 JD0638
 JD0638.The horizontal coordinates were scaled from a topographic map and have
 JD0638.an estimated accuracy of +/- 6 seconds.
 JD0638
 JD0638.The orthometric height was determined by differential leveling
 JD0638.and adjusted by the National Geodetic Survey in June 1991..
 JD0638
 JD0638.The geoid height was determined by GEOID03.
 JD0638
 JD0638.The dynamic height is computed by dividing the NAVD 88
 JD0638.geopotential number by the normal gravity value computed on the
 JD0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0638.degrees latitude (g = 980.6199 gals.).
 JD0638
 JD0638.The modeled gravity was interpolated from observed gravity values.
 JD0638
 JD0638;                    North         East    Units  Estimated Accuracy
 JD0638;SPC MO C     -   315,540.      456,440.      MT  (+/- 180 meters Scaled)
 JD0638
 JD0638                          SUPERSEDED SURVEY CONTROL
 JD0638
 JD0638  NGVD 29 (??/??/92)  258.21   (m)          847.1    (f) COMPUTED    1 2
 JD0638
 JD0638.Superseded values are not recommended for survey control.
 JD0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0638.See file dsdata.txt to determine how the superseded data were derived.
 JD0638
 JD0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC999807(NAD 83)
 JD0638_MARKER: DZ = AZIMUTH MARK DISK
 JD0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0638_STAMPING: C 7 B 2
 JD0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0638+STABILITY: SURFACE MOTION
 JD0638
 JD0638  HISTORY     - Date     Condition        Report By
 JD0638  HISTORY     - UNK      MONUMENTED       DOD
 JD0638  HISTORY     - 1963     GOOD             NGS
 JD0638
 JD0638                          STATION DESCRIPTION
 JD0638
 JD0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0638'2.4 MI S FROM OTTERVILLE.
 JD0638'ABOUT 0.5 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0638'THE STATION AT OTTERVILLE, THENCE 1.15 MILES SOUTH ALONG A
 JD0638'GRAVELED COUNTY ROAD, THENCE 0.7 MILE SOUTHEAST ACROSS A FIELD,
 JD0638'AT THE CREST OF A SMALL HILL, ABOUT 75 YARDS SOUTHWEST OF A
 JD0638'FARMHOUSE, ABOUT 905 FEET NORTHEAST OF THE LAUNCHER, 64 FEET
 JD0638'WEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 51.3 FEET WEST
 JD0638'OF A NORTH-SOUTH FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 JD0638'TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS
 JD0638'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0635 ***********************************************************************
 JD0635  DESIGNATION -  C 7 Z
 JD0635  PID         -  JD0635
 JD0635  STATE/COUNTY-  MO/MORGAN
 JD0635  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0635
 JD0635                         *CURRENT SURVEY CONTROL
 JD0635  ___________________________________________________________________
 JD0635* NAD 83(1986)-  38 40 42.     (N)    093 00 24.     (W)     SCALED    
 JD0635* NAVD 88     -       258.247  (meters)     847.27   (feet)  ADJUSTED  
 JD0635  ___________________________________________________________________
 JD0635  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0635  DYNAMIC HT  -         258.074 (meters)     846.70  (feet)  COMP
 JD0635  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 JD0635
 JD0635  VERT ORDER  -  FIRST     CLASS II
 JD0635
 JD0635.The horizontal coordinates were scaled from a topographic map and have
 JD0635.an estimated accuracy of +/- 6 seconds.
 JD0635
 JD0635.The orthometric height was determined by differential leveling
 JD0635.and adjusted by the National Geodetic Survey in June 1991..
 JD0635
 JD0635.The geoid height was determined by GEOID03.
 JD0635
 JD0635.The dynamic height is computed by dividing the NAVD 88
 JD0635.geopotential number by the normal gravity value computed on the
 JD0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0635.degrees latitude (g = 980.6199 gals.).
 JD0635
 JD0635.The modeled gravity was interpolated from observed gravity values.
 JD0635
 JD0635;                    North         East    Units  Estimated Accuracy
 JD0635;SPC MO C     -   315,850.      455,910.      MT  (+/- 180 meters Scaled)
 JD0635
 JD0635                          SUPERSEDED SURVEY CONTROL
 JD0635
 JD0635  NGVD 29 (??/??/92)  258.16   (m)          847.0    (f) COMPUTED    1 2
 JD0635
 JD0635.Superseded values are not recommended for survey control.
 JD0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0635.See file dsdata.txt to determine how the superseded data were derived.
 JD0635
 JD0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC994810(NAD 83)
 JD0635_MARKER: DS = TRIANGULATION STATION DISK
 JD0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0635_STAMPING: C 7 Z 1963
 JD0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0635+STABILITY: SURFACE MOTION
 JD0635
 JD0635  HISTORY     - Date     Condition        Report By
 JD0635  HISTORY     - 1963     MONUMENTED       CGS
 JD0635
 JD0635                          STATION DESCRIPTION
 JD0635
 JD0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0635'1.6 MI SW FROM OTTERVILLE.
 JD0635'ABOUT 0.5 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0635'THE STATION AT OTTERVILLE, THENCE 1.15 MILES SOUTH ALONG A GRAVELED
 JD0635'COUNTY ROAD, ACROSS THE ROAD FROM A FARMHOUSE, AT THE CREST
 JD0635'OF A HILL, 67 FEET EAST OF A NORTH-SOUTH FENCE, 64.2 FEET
 JD0635'SOUTHEAST OF R.M. 1, 65.5 FEET NORTHEAST OF R.M. 2, AND SET IN
 JD0635'THE TOP OF A CONCRETE POST 18 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0636 ***********************************************************************
 JD0636  DESIGNATION -  C 7 Z RM 1
 JD0636  PID         -  JD0636
 JD0636  STATE/COUNTY-  MO/MORGAN
 JD0636  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0636
 JD0636                         *CURRENT SURVEY CONTROL
 JD0636  ___________________________________________________________________
 JD0636* NAD 83(1986)-  38 40 41.     (N)    093 00 25.     (W)     SCALED    
 JD0636* NAVD 88     -       258.792  (meters)     849.05   (feet)  ADJUSTED  
 JD0636  ___________________________________________________________________
 JD0636  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0636  DYNAMIC HT  -         258.618 (meters)     848.48  (feet)  COMP
 JD0636  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 JD0636
 JD0636  VERT ORDER  -  FIRST     CLASS II
 JD0636
 JD0636.The horizontal coordinates were scaled from a topographic map and have
 JD0636.an estimated accuracy of +/- 6 seconds.
 JD0636
 JD0636.The orthometric height was determined by differential leveling
 JD0636.and adjusted by the National Geodetic Survey in June 1991..
 JD0636
 JD0636.The geoid height was determined by GEOID03.
 JD0636
 JD0636.The dynamic height is computed by dividing the NAVD 88
 JD0636.geopotential number by the normal gravity value computed on the
 JD0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0636.degrees latitude (g = 980.6199 gals.).
 JD0636
 JD0636.The modeled gravity was interpolated from observed gravity values.
 JD0636
 JD0636;                    North         East    Units  Estimated Accuracy
 JD0636;SPC MO C     -   315,820.      455,890.      MT  (+/- 180 meters Scaled)
 JD0636
 JD0636                          SUPERSEDED SURVEY CONTROL
 JD0636
 JD0636  NGVD 29 (??/??/92)  258.70   (m)          848.8    (f) COMPUTED    1 2
 JD0636
 JD0636.Superseded values are not recommended for survey control.
 JD0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0636.See file dsdata.txt to determine how the superseded data were derived.
 JD0636
 JD0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC993810(NAD 83)
 JD0636_MARKER: DR = REFERENCE MARK DISK
 JD0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0636_STAMPING: C 7 Z NO 1 1963
 JD0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0636+STABILITY: SURFACE MOTION
 JD0636
 JD0636  HISTORY     - Date     Condition        Report By
 JD0636  HISTORY     - 1963     MONUMENTED       CGS
 JD0636
 JD0636                          STATION DESCRIPTION
 JD0636
 JD0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0636'1.6 MI SW FROM OTTERVILLE.
 JD0636'ABOUT 0.5 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0636'THE STATION AT OTTERVILLE, THENCE 1.15 MILES SOUTH ALONG A
 JD0636'GRAVELED COUNTY ROAD, 86.0 FEET NORTH OF R.M. 2, 64.2 FEET
 JD0636'NORTHWEST OF THE STATION MARK, 18.1 FEET EAST OF A NORTH-SOUTH
 JD0636'FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE
 JD0636'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0634 ***********************************************************************
 JD0634  DESIGNATION -  C 7 Z RM 2
 JD0634  PID         -  JD0634
 JD0634  STATE/COUNTY-  MO/MORGAN
 JD0634  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0634
 JD0634                         *CURRENT SURVEY CONTROL
 JD0634  ___________________________________________________________________
 JD0634* NAD 83(1986)-  38 40 42.     (N)    093 00 25.     (W)     SCALED    
 JD0634* NAVD 88     -       259.068  (meters)     849.96   (feet)  ADJUSTED  
 JD0634  ___________________________________________________________________
 JD0634  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0634  DYNAMIC HT  -         258.895 (meters)     849.39  (feet)  COMP
 JD0634  MODELED GRAV-     979,951.4   (mgal)                       NAVD 88
 JD0634
 JD0634  VERT ORDER  -  FIRST     CLASS II
 JD0634
 JD0634.The horizontal coordinates were scaled from a topographic map and have
 JD0634.an estimated accuracy of +/- 6 seconds.
 JD0634
 JD0634.The orthometric height was determined by differential leveling
 JD0634.and adjusted by the National Geodetic Survey in June 1991..
 JD0634
 JD0634.The geoid height was determined by GEOID03.
 JD0634
 JD0634.The dynamic height is computed by dividing the NAVD 88
 JD0634.geopotential number by the normal gravity value computed on the
 JD0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0634.degrees latitude (g = 980.6199 gals.).
 JD0634
 JD0634.The modeled gravity was interpolated from observed gravity values.
 JD0634
 JD0634;                    North         East    Units  Estimated Accuracy
 JD0634;SPC MO C     -   315,850.      455,890.      MT  (+/- 180 meters Scaled)
 JD0634
 JD0634                          SUPERSEDED SURVEY CONTROL
 JD0634
 JD0634  NGVD 29 (??/??/92)  258.98   (m)          849.7    (f) COMPUTED    1 2
 JD0634
 JD0634.Superseded values are not recommended for survey control.
 JD0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0634.See file dsdata.txt to determine how the superseded data were derived.
 JD0634
 JD0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC993810(NAD 83)
 JD0634_MARKER: DB = BENCH MARK DISK
 JD0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0634_STAMPING: C 7 Z NO 2 1963
 JD0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0634+STABILITY: SURFACE MOTION
 JD0634
 JD0634  HISTORY     - Date     Condition        Report By
 JD0634  HISTORY     - 1963     MONUMENTED       CGS
 JD0634
 JD0634                          STATION DESCRIPTION
 JD0634
 JD0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0634'1.6 MI SW FROM OTTERVILLE.
 JD0634'ABOUT 0.5 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0634'THE STATION AT OTTERVILLE, THENCE 1.15 MILES SOUTH ALONG A
 JD0634'GRAVELED COUNTY ROAD, 86.0 FEET SOUTH OF R.M. 1, 65.5 FEET
 JD0634'SOUTHWEST OF THE STATION MARK, 20 FEET EAST OF A NORTH-SOUTH
 JD0634'FENCE, 1.6 FEET SOUTH OF A METAL WITNESS POST, AND SET IN
 JD0634'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0058 ***********************************************************************
 LF0058  DESIGNATION -  C 71
 LF0058  PID         -  LF0058
 LF0058  STATE/COUNTY-  MO/WORTH
 LF0058  USGS QUAD   -  BLOCKTON (1981)
 LF0058
 LF0058                         *CURRENT SURVEY CONTROL
 LF0058  ___________________________________________________________________
 LF0058* NAD 83(1986)-  40 30 51.     (N)    094 24 04.     (W)     SCALED    
 LF0058* NAVD 88     -       340.875  (meters)    1118.35   (feet)  ADJUSTED  
 LF0058  ___________________________________________________________________
 LF0058  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 LF0058  DYNAMIC HT  -         340.695 (meters)    1117.76  (feet)  COMP
 LF0058  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 LF0058
 LF0058  VERT ORDER  -  SECOND    CLASS 0
 LF0058
 LF0058.The horizontal coordinates were scaled from a topographic map and have
 LF0058.an estimated accuracy of +/- 6 seconds.
 LF0058
 LF0058.The orthometric height was determined by differential leveling
 LF0058.and adjusted by the National Geodetic Survey in June 1991..
 LF0058
 LF0058.The geoid height was determined by GEOID03.
 LF0058
 LF0058.The dynamic height is computed by dividing the NAVD 88
 LF0058.geopotential number by the normal gravity value computed on the
 LF0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0058.degrees latitude (g = 980.6199 gals.).
 LF0058
 LF0058.The modeled gravity was interpolated from observed gravity values.
 LF0058
 LF0058;                    North         East    Units  Estimated Accuracy
 LF0058;SPC MO W     -   482,560.      858,380.      MT  (+/- 180 meters Scaled)
 LF0058
 LF0058                          SUPERSEDED SURVEY CONTROL
 LF0058
 LF0058  NGVD 29 (??/??/92)  340.778  (m)         1118.04   (f) ADJ UNCH    2 0
 LF0058
 LF0058.Superseded values are not recommended for survey control.
 LF0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0058.See file dsdata.txt to determine how the superseded data were derived.
 LF0058
 LF0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE813857(NAD 83)
 LF0058_MARKER: DB = BENCH MARK DISK
 LF0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0058_STAMPING: C 71 1935
 LF0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0058+STABILITY: SURFACE MOTION
 LF0058
 LF0058  HISTORY     - Date     Condition        Report By
 LF0058  HISTORY     - 1935     MONUMENTED       CGS
 LF0058  HISTORY     - 1977     MARK NOT FOUND   USGS
 LF0058
 LF0058                          STATION DESCRIPTION
 LF0058
 LF0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0058'1.8 MI N FROM GRANT CITY.
 LF0058'1.8 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0058'FROM THE RAILROAD WATER TANK AT GRANT CITY, WORTH COUNTY, 3 POLES
 LF0058'NORTH OF MILEPOST 44, 51 FEET WEST OF THE CENTERLINE OF U.S.
 LF0058'HIGHWAY 169, AT A PRIVATE-ROAD CROSSING, 24 FEET EAST OF THE
 LF0058'CENTERLINE OF THE TRACK, 12 FEET NORTH OF THE CENTERLINE OF THE
 LF0058'ROAD, AND ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD
 LF0058'DISK, STAMPED C 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0058
 LF0058                          STATION RECOVERY (1977)
 LF0058
 LF0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0129 ***********************************************************************
 LF0129  DESIGNATION -  C 72
 LF0129  PID         -  LF0129
 LF0129  STATE/COUNTY-  MO/DE KALB
 LF0129  USGS QUAD   -  KING CITY (1984)
 LF0129
 LF0129                         *CURRENT SURVEY CONTROL
 LF0129  ___________________________________________________________________
 LF0129* NAD 83(1986)-  40 01 33.     (N)    094 31 40.     (W)     SCALED    
 LF0129* NAVD 88     -       328.513  (meters)    1077.80   (feet)  ADJUSTED  
 LF0129  ___________________________________________________________________
 LF0129  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LF0129  DYNAMIC HT  -         328.325 (meters)    1077.18  (feet)  COMP
 LF0129  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 LF0129
 LF0129  VERT ORDER  -  SECOND    CLASS 0
 LF0129
 LF0129.The horizontal coordinates were scaled from a topographic map and have
 LF0129.an estimated accuracy of +/- 6 seconds.
 LF0129
 LF0129.The orthometric height was determined by differential leveling
 LF0129.and adjusted by the National Geodetic Survey in June 1991..
 LF0129
 LF0129.The geoid height was determined by GEOID03.
 LF0129
 LF0129.The dynamic height is computed by dividing the NAVD 88
 LF0129.geopotential number by the normal gravity value computed on the
 LF0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0129.degrees latitude (g = 980.6199 gals.).
 LF0129
 LF0129.The modeled gravity was interpolated from observed gravity values.
 LF0129
 LF0129;                    North         East    Units  Estimated Accuracy
 LF0129;SPC MO W     -   428,340.      847,630.      MT  (+/- 180 meters Scaled)
 LF0129
 LF0129                          SUPERSEDED SURVEY CONTROL
 LF0129
 LF0129  NGVD 29 (??/??/92)  328.417  (m)         1077.48   (f) ADJ UNCH    2 0
 LF0129
 LF0129.Superseded values are not recommended for survey control.
 LF0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0129.See file dsdata.txt to determine how the superseded data were derived.
 LF0129
 LF0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE696317(NAD 83)
 LF0129_MARKER: DB = BENCH MARK DISK
 LF0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0129_STAMPING: C 72 1935
 LF0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0129+STABILITY: SURFACE MOTION
 LF0129
 LF0129  HISTORY     - Date     Condition        Report By
 LF0129  HISTORY     - 1935     MONUMENTED       CGS
 LF0129
 LF0129                          STATION DESCRIPTION
 LF0129
 LF0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0129'1.9 MI S FROM KING CITY.
 LF0129'IN DE KALB COUNTY, 1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON
 LF0129'AND QUINCY RAILROAD FROM THE CITY WATER TANK AT KING CITY, GENTRY
 LF0129'COUNTY, AT THE CROSSING OF U.S. HIGHWAY 169, 126 FEET NORTHEAST
 LF0129'OF THE CENTER OF THE CROSSING, 37 FEET NORTHWEST OF THE CENTER
 LF0129'LINE OF THE TRACK, 30 FEET EAST OF THE CENTER LINE OF THE
 LF0129'HIGHWAY, 3 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND 5 FEET
 LF0129'LOWEER THAN THE TRACK.  A STANDARD DISK, STAMPED C 72 1935 AND
 LF0129'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0417 ***********************************************************************
 KE0417  DESIGNATION -  C 73
 KE0417  PID         -  KE0417
 KE0417  STATE/COUNTY-  MO/BUCHANAN
 KE0417  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0417
 KE0417                         *CURRENT SURVEY CONTROL
 KE0417  ___________________________________________________________________
 KE0417* NAD 83(1986)-  39 41 28.     (N)    094 47 53.     (W)     SCALED    
 KE0417* NAVD 88     -       304.681  (meters)     999.61   (feet)  ADJUSTED  
 KE0417  ___________________________________________________________________
 KE0417  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KE0417  DYNAMIC HT  -         304.497 (meters)     999.00  (feet)  COMP
 KE0417  MODELED GRAV-     980,017.2   (mgal)                       NAVD 88
 KE0417
 KE0417  VERT ORDER  -  SECOND    CLASS 0
 KE0417
 KE0417.The horizontal coordinates were scaled from a topographic map and have
 KE0417.an estimated accuracy of +/- 6 seconds.
 KE0417
 KE0417.The orthometric height was determined by differential leveling
 KE0417.and adjusted by the National Geodetic Survey in June 1991..
 KE0417
 KE0417.The geoid height was determined by GEOID03.
 KE0417
 KE0417.The dynamic height is computed by dividing the NAVD 88
 KE0417.geopotential number by the normal gravity value computed on the
 KE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0417.degrees latitude (g = 980.6199 gals.).
 KE0417
 KE0417.The modeled gravity was interpolated from observed gravity values.
 KE0417
 KE0417;                    North         East    Units  Estimated Accuracy
 KE0417;SPC MO W     -   391,220.      824,440.      MT  (+/- 180 meters Scaled)
 KE0417
 KE0417                          SUPERSEDED SURVEY CONTROL
 KE0417
 KE0417  NGVD 29 (??/??/92)  304.56   (m)          999.2    (f) COMPUTED    2 0
 KE0417
 KE0417.Superseded values are not recommended for survey control.
 KE0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0417.See file dsdata.txt to determine how the superseded data were derived.
 KE0417
 KE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD458950(NAD 83)
 KE0417_MARKER: DB = BENCH MARK DISK
 KE0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0417_STAMPING: C-73 1935
 KE0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0417+STABILITY: SURFACE MOTION
 KE0417
 KE0417  HISTORY     - Date     Condition        Report By
 KE0417  HISTORY     - 1935     MONUMENTED       CGS
 KE0417
 KE0417                          STATION DESCRIPTION
 KE0417
 KE0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KE0417'5.4 MI NW FROM AGENCY.
 KE0417'5.44 MILES NORTHWEST DEPOT A AGENCY ALONG THE ATCHISON, TOPEKA
 KE0417'AND SANTA FE RAILROAD 75 FEET SOUTH OF MATNEY SIDING.  SET
 KE0417'IN POST 13 POLES NORTHWEST OF MILEPOST 67, 56 FEET SOUTH OF THE
 KE0417'CENTER LINE OF PUBLIC ROAD CROSSING, 35 FEET EAST OF THE CENTER
 KE0417'LINE OF THE MAIN TRACKS, 5 FEET WEST OF TELEGRAPH POLE, AT
 KE0417'RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0418 ***********************************************************************
 KE0418  DESIGNATION -  C 73 RESET
 KE0418  PID         -  KE0418
 KE0418  STATE/COUNTY-  MO/BUCHANAN
 KE0418  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0418
 KE0418                         *CURRENT SURVEY CONTROL
 KE0418  ___________________________________________________________________
 KE0418* NAD 83(1986)-  39 41 28.     (N)    094 47 54.     (W)     SCALED    
 KE0418* NAVD 88     -       302.53   (meters)     992.6    (feet)  RESET     
 KE0418  ___________________________________________________________________
 KE0418  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KE0418
 KE0418  VERT ORDER  -  THIRD
 KE0418
 KE0418.The horizontal coordinates were scaled from a topographic map and have
 KE0418.an estimated accuracy of +/- 6 seconds.
 KE0418
 KE0418.The orthometric height was computed from unverified reset data.
 KE0418
 KE0418.The geoid height was determined by GEOID03.
 KE0418
 KE0418;                    North         East    Units  Estimated Accuracy
 KE0418;SPC MO W     -   391,220.      824,410.      MT  (+/- 180 meters Scaled)
 KE0418
 KE0418                          SUPERSEDED SURVEY CONTROL
 KE0418
 KE0418  NGVD 29 (??/??/??)  302.24   (m)          991.6    (f) RESET       3  
 KE0418
 KE0418.Superseded values are not recommended for survey control.
 KE0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0418.See file dsdata.txt to determine how the superseded data were derived.
 KE0418
 KE0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD458950(NAD 83)
 KE0418_MARKER: DD = SURVEY DISK
 KE0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0418_STAMPING: C 73 RESET 1937
 KE0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0418+STABILITY: SURFACE MOTION
 KE0418
 KE0418  HISTORY     - Date     Condition        Report By
 KE0418  HISTORY     - 1937     MONUMENTED       ATSFRR
 KE0418  HISTORY     - 1959     GOOD             NGS
 KE0418
 KE0418                          STATION DESCRIPTION
 KE0418
 KE0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0418'5.4 MI NW FROM AGENCY.
 KE0418'5.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0418'RAILWAY FROM THE STATION AT AGENCY, 13-1/2 POLES NORTHWEST OF
 KE0418'MILEPOST 67, AT THE FORMER SITE OF MATNEY SIDING, AT A ROAD
 KE0418'CROSSING, 70 FEET WEST OF THE WEST RAIL, 8 FEET SOUTH OF THE
 KE0418'SOUTHWEST CORNER OF A SMALL SHED AND GARAGE, 7 FEET NORTH OF A
 KE0418'NORTH GATEPOST, AND 6 FEET NORTH OF A POWER POLE IN A FENCE
 KE0418'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0323 ***********************************************************************
 KD0323  DESIGNATION -  C 78
 KD0323  PID         -  KD0323
 KD0323  STATE/COUNTY-  MO/LIVINGSTON
 KD0323  USGS QUAD   -  WHEELING (1984)
 KD0323
 KD0323                         *CURRENT SURVEY CONTROL
 KD0323  ___________________________________________________________________
 KD0323* NAD 83(1997)-  39 45 14.30676(N)    093 27 45.19780(W)     ADJUSTED  
 KD0323* NAVD 88     -       214.404  (meters)     703.42   (feet)  ADJUSTED  
 KD0323  ___________________________________________________________________
 KD0323  X           -    -296,567.194 (meters)                     COMP
 KD0323  Y           -  -4,901,397.378 (meters)                     COMP
 KD0323  Z           -   4,057,138.330 (meters)                     COMP
 KD0323  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 KD0323  ELLIP HEIGHT-         181.84  (meters)          (02/17/00) GPS OBS
 KD0323  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0323  DYNAMIC HT  -         214.281 (meters)     703.02  (feet)  COMP
 KD0323  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 KD0323
 KD0323  HORZ ORDER  -  THIRD
 KD0323  VERT ORDER  -  SECOND    CLASS 0
 KD0323  ELLP ORDER  -  FOURTH    CLASS I
 KD0323
 KD0323.The horizontal coordinates were established by GPS observations
 KD0323.and adjusted by the National Geodetic Survey in February 2000..
 KD0323
 KD0323.The orthometric height was determined by differential leveling
 KD0323.and adjusted by the National Geodetic Survey in June 1991..
 KD0323
 KD0323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD0323
 KD0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0323
 KD0323.The ellipsoidal height was determined by GPS observations
 KD0323.and is referenced to NAD 83.
 KD0323
 KD0323.The geoid height was determined by GEOID03.
 KD0323
 KD0323.The dynamic height is computed by dividing the NAVD 88
 KD0323.geopotential number by the normal gravity value computed on the
 KD0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0323.degrees latitude (g = 980.6199 gals.).
 KD0323
 KD0323.The modeled gravity was interpolated from observed gravity values.
 KD0323
 KD0323;                    North         East     Units Scale Factor Converg.
 KD0323;SPC MO C     -   435,576.552   417,514.275   MT  1.00001707   -0 36 56.1
 KD0323;UTM  15      - 4,400,553.618   460,375.034   MT  0.99961933   -0 17 44.9
 KD0323
 KD0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0323!SPC MO C     -   0.99997147  x   1.00001707  =   0.99998854
 KD0323!UTM  15      -   0.99997147  x   0.99961933  =   0.99959081
 KD0323
 KD0323                          SUPERSEDED SURVEY CONTROL
 KD0323
 KD0323  NAD 83(1997)-  39 45 14.30680(N)    093 27 45.19783(W) AD(       ) 3
 KD0323  NAD 83(1986)-  39 45 14.30900(N)    093 27 45.20493(W) AD(       ) 3
 KD0323  NGVD 29 (??/??/92)  214.355  (m)          703.26   (f) ADJ UNCH    2 0
 KD0323
 KD0323.Superseded values are not recommended for survey control.
 KD0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0323.See file dsdata.txt to determine how the superseded data were derived.
 KD0323
 KD0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE6037500554(NAD 83)
 KD0323_MARKER: DB = BENCH MARK DISK
 KD0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0323_SP_SET: CONCRETE POST
 KD0323_STAMPING: C 78 1935
 KD0323_MARK LOGO: CGS   
 KD0323_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0323+STABILITY: SURFACE MOTION
 KD0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0323+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1991
 KD0323
 KD0323  HISTORY     - Date     Condition        Report By
 KD0323  HISTORY     - 1935     MONUMENTED       CGS
 KD0323  HISTORY     - 1966     GOOD             NGS
 KD0323  HISTORY     - 19910426 GOOD             NGS
 KD0323
 KD0323                          STATION DESCRIPTION
 KD0323
 KD0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0323'AT NORVILLE SIDING.
 KD0323'5.6 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE STATION
 KD0323'AT CHILLICOTHE, LIVINGSTON COUNTY, AT NORVILLE SIDING, 8 POLES
 KD0323'EAST OF MILEPOST 194, AT A ROAD CROSSING, 48 FEET NORTH OF THE
 KD0323'CENTERLINE OF THE TRACK, 30 FEET WEST OF THE CENTERLINE OF THE
 KD0323'ROAD, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 KD0323'STAMPED C 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0323
 KD0323                          STATION RECOVERY (1966)
 KD0323
 KD0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KD0323'RECOVERED IN GOOD CONDITION.
 KD0323
 KD0323                          STATION RECOVERY (1991)
 KD0323
 KD0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KD0323'STATION IS LOCATED ABOUT 9 KM (5.6 MI) SOUTHEAST OF CHILLICOTHE, 2.5
 KD0323'KM (1.6 MI) SOUTH OF US HIGHWAY 36 AND ALONG THE NORFOLK AND WESTERN
 KD0323'RAILROAD TRACK AT A GRAVEL ROAD CROSSING.  OWNERSHIP--NORFOLK AND
 KD0323'WESTERN RAILWAY.
 KD0323'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 65 ON THE SOUTH
 KD0323'SIDE OF ROCHESTER, GO EAST ON HIGHWAY 36 FOR 5.0 KM (3.1 MI) TO THE
 KD0323'ENTRANCE TO THE CHILLICOTHE MUNICIPAL AIRPORT ON THE LEFT. CONTINUE
 KD0323'EAST ON HIGHWAY 36 FOR 2.71 KM (1.68 MI) TO A GRAVEL CROSSROAD. TURN
 KD0323'RIGHT, SOUTH, ON COUNTY ROAD 259 FOR 2.47 KM (1.53 MI) TO THE
 KD0323'RAILROAD TRACKS AND STATION ON THE RIGHT.
 KD0323'STATION IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST 20 CM BELOW
 KD0323'GROUND, LOCATED 7.9 M (25.9 FT) WEST OF AND 0.5 M (1.6 FT) LOWER THAN
 KD0323'THE ROAD CENTER, 13.7 M (44.9 FT) NORTH-NORTHEAST OF NORTH RAIL OF
 KD0323'TRACKS, 1.7 M (5.6 FT) SOUTH-SOUTHWEST OF WEST ONE OF THREE 25-CM
 KD0323'TREE TRUNKS, 0.5 M (1.6 FT) SOUTH OF A 0.5 M (1.6 FT) DEEP FIELD
 KD0323'DITCH, 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST AND 0.2 M
 KD0323'(0.7 FT) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0852 ***********************************************************************
 KD0852  DESIGNATION -  C 79
 KD0852  PID         -  KD0852
 KD0852  STATE/COUNTY-  MO/LIVINGSTON
 KD0852  USGS QUAD   -  UTICA WEST (1984)
 KD0852
 KD0852                         *CURRENT SURVEY CONTROL
 KD0852  ___________________________________________________________________
 KD0852* NAD 83(1986)-  39 41 59.     (N)    093 37 40.     (W)     SCALED    
 KD0852* NAVD 88     -       210.774  (meters)     691.51   (feet)  ADJUSTED  
 KD0852  ___________________________________________________________________
 KD0852  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD0852  DYNAMIC HT  -         210.650 (meters)     691.11  (feet)  COMP
 KD0852  MODELED GRAV-     980,034.1   (mgal)                       NAVD 88
 KD0852
 KD0852  VERT ORDER  -  SECOND    CLASS 0
 KD0852
 KD0852.The horizontal coordinates were scaled from a topographic map and have
 KD0852.an estimated accuracy of +/- 6 seconds.
 KD0852
 KD0852.The orthometric height was determined by differential leveling
 KD0852.and adjusted by the National Geodetic Survey in June 1991..
 KD0852
 KD0852.The geoid height was determined by GEOID03.
 KD0852
 KD0852.The dynamic height is computed by dividing the NAVD 88
 KD0852.geopotential number by the normal gravity value computed on the
 KD0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0852.degrees latitude (g = 980.6199 gals.).
 KD0852
 KD0852.The modeled gravity was interpolated from observed gravity values.
 KD0852
 KD0852;                    North         East    Units  Estimated Accuracy
 KD0852;SPC MO C     -   429,720.      403,280.      MT  (+/- 180 meters Scaled)
 KD0852
 KD0852                          SUPERSEDED SURVEY CONTROL
 KD0852
 KD0852  NGVD 29 (??/??/92)  210.718  (m)          691.33   (f) ADJ UNCH    2 0
 KD0852
 KD0852.Superseded values are not recommended for survey control.
 KD0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0852.See file dsdata.txt to determine how the superseded data were derived.
 KD0852
 KD0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD461946(NAD 83)
 KD0852_MARKER: DB = BENCH MARK DISK
 KD0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0852_STAMPING: C 79 1935
 KD0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0852+STABILITY: SURFACE MOTION
 KD0852
 KD0852  HISTORY     - Date     Condition        Report By
 KD0852  HISTORY     - 1935     MONUMENTED       CGS
 KD0852  HISTORY     - 20060202 MARK NOT FOUND   MODNR
 KD0852
 KD0852                          STATION DESCRIPTION
 KD0852
 KD0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0852'1.3 MI N FROM DAWN.
 KD0852'1.3 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 KD0852'PACIFIC RAILROAD FROM THE STATION AT DAWN, LIVINGSTON COUNTY
 KD0852'AT MILEPOST 237, AT A ROAD CROSSING, 125 FEET EAST OF THE CROSSING,
 KD0852'AT THE WEST END OF A 100-FOOT STEEL BRIDGE OVER A CANAL, 58 FEET
 KD0852'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 8 FEET NORTHWEST OF THE
 KD0852'NORTHWEST CORNER OF THE BRIDGE, AND ABOUT 8 FEET LOWER THAN THE
 KD0852'TRACK.  A STANDARD DISK, STAMPED C 79 1935 AND SET IN THE TOP OF
 KD0852'A CONCRETE POST.
 KD0852
 KD0852                          STATION RECOVERY (2006)
 KD0852
 KD0852'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 KD0852'THE OLD BRIDGE HAS BEEN REPLACED AND ABOUT 10 FEET OF FILL ADDED TO
 KD0852'THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0652 ***********************************************************************
 GE0652  DESIGNATION -  C 8
 GE0652  PID         -  GE0652
 GE0652  STATE/COUNTY-  MO/HOWELL
 GE0652  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE0652
 GE0652                         *CURRENT SURVEY CONTROL
 GE0652  ___________________________________________________________________
 GE0652* NAD 83(1986)-  36 57 28.     (N)    091 57 21.     (W)     SCALED    
 GE0652* NAVD 88     -       384.976  (meters)    1263.04   (feet)  ADJUSTED  
 GE0652  ___________________________________________________________________
 GE0652  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GE0652  DYNAMIC HT  -         384.652 (meters)    1261.98  (feet)  COMP
 GE0652  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 GE0652
 GE0652  VERT ORDER  -  FIRST     CLASS II
 GE0652
 GE0652.The horizontal coordinates were scaled from a topographic map and have
 GE0652.an estimated accuracy of +/- 6 seconds.
 GE0652
 GE0652.The orthometric height was determined by differential leveling
 GE0652.and adjusted by the National Geodetic Survey in June 1991..
 GE0652
 GE0652.The geoid height was determined by GEOID03.
 GE0652
 GE0652.The dynamic height is computed by dividing the NAVD 88
 GE0652.geopotential number by the normal gravity value computed on the
 GE0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0652.degrees latitude (g = 980.6199 gals.).
 GE0652
 GE0652.The modeled gravity was interpolated from observed gravity values.
 GE0652
 GE0652;                    North         East    Units  Estimated Accuracy
 GE0652;SPC MO C     -   124,910.      548,460.      MT  (+/- 180 meters Scaled)
 GE0652
 GE0652                          SUPERSEDED SURVEY CONTROL
 GE0652
 GE0652  NGVD 29 (??/??/92)  384.806  (m)         1262.48   (f) ADJ UNCH    1 2
 GE0652
 GE0652.Superseded values are not recommended for survey control.
 GE0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0652.See file dsdata.txt to determine how the superseded data were derived.
 GE0652
 GE0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA929906(NAD 83)
 GE0652_MARKER: DB = BENCH MARK DISK
 GE0652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0652_SP_SET: HEADWALL
 GE0652_STAMPING: C 8 1928 1262.484
 GE0652_MARK LOGO: CGS   
 GE0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0652+STABILITY: SURFACE MOTION
 GE0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0652+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1990
 GE0652
 GE0652  HISTORY     - Date     Condition        Report By
 GE0652  HISTORY     - 1928     MONUMENTED       CGS
 GE0652  HISTORY     - 1934     GOOD             NGS
 GE0652  HISTORY     - 1977     GOOD             NGS
 GE0652  HISTORY     - 19900830 GOOD             NGS
 GE0652  HISTORY     - 20060322 MARK NOT FOUND   MODNR
 GE0652
 GE0652                          STATION DESCRIPTION
 GE0652
 GE0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0652'2.7 MI S FROM WILLOW SPRINGS.
 GE0652'2.7 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0652'THE STATION AT WILLOW SPRINGS, HOWELL COUNTY, ACROSS THE TRACK
 GE0652'FROM POLES 296-1 AND 296-2, AT THE CONCRETE RAILROAD BRIDGE
 GE0652'(BUILT IN 1916) OVER THE COUNTY ROAD, IN THE TOP OF THE SOUTHWEST
 GE0652'CORNER, 1.15 FEET EAST OF THE WEST EDGE, 1.3 FEET NORTH OF THE
 GE0652'SOUTH EDGE, 17.7 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 GE0652'5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 1262.484
 GE0652'C 8 1928.
 GE0652
 GE0652                          STATION RECOVERY (1977)
 GE0652
 GE0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0652'RECOVERED IN GOOD CONDITION.
 GE0652
 GE0652                          STATION RECOVERY (1990)
 GE0652
 GE0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0652'4.3 KM (2.7 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 GE0652'THE JUNCTION OF STATE HIGHWAY 137 IN WILLOW SPRINGS, IN TOP OF AND
 GE0652'0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL
 GE0652'OF A RAILROAD BRIDGE SPANNING A COUNTY ROAD, 4.9 M (16.1 FT) WEST OF
 GE0652'THE NEAR RAIL, 2.5 M (8.2 FT) SOUTH OF THE ROAD CENTER, AND 1.0 M
 GE0652'(3.3 FT) BELOW THE LEVEL OF THE TRACKS.
 GE0652
 GE0652                          STATION RECOVERY (2006)
 GE0652
 GE0652'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0652'THE DISK WAS NOT VALIDATED, BECAUSE OF A STEEL BEAM IS SPANNING THE
 GE0652'CONCRETE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0648 ***********************************************************************
 JD0648  DESIGNATION -  C 8 B 1
 JD0648  PID         -  JD0648
 JD0648  STATE/COUNTY-  MO/PETTIS
 JD0648  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0648
 JD0648                         *CURRENT SURVEY CONTROL
 JD0648  ___________________________________________________________________
 JD0648* NAD 83(1986)-  38 41 37.     (N)    093 05 13.     (W)     SCALED    
 JD0648* NAVD 88     -       259.386  (meters)     851.00   (feet)  ADJUSTED  
 JD0648  ___________________________________________________________________
 JD0648  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0648  DYNAMIC HT  -         259.211 (meters)     850.43  (feet)  COMP
 JD0648  MODELED GRAV-     979,944.8   (mgal)                       NAVD 88
 JD0648
 JD0648  VERT ORDER  -  FIRST     CLASS II
 JD0648
 JD0648.The horizontal coordinates were scaled from a topographic map and have
 JD0648.an estimated accuracy of +/- 6 seconds.
 JD0648
 JD0648.The orthometric height was determined by differential leveling
 JD0648.and adjusted by the National Geodetic Survey in June 1991..
 JD0648
 JD0648.The geoid height was determined by GEOID03.
 JD0648
 JD0648.The dynamic height is computed by dividing the NAVD 88
 JD0648.geopotential number by the normal gravity value computed on the
 JD0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0648.degrees latitude (g = 980.6199 gals.).
 JD0648
 JD0648.The modeled gravity was interpolated from observed gravity values.
 JD0648
 JD0648;                    North         East    Units  Estimated Accuracy
 JD0648;SPC MO C     -   317,580.      448,940.      MT  (+/- 180 meters Scaled)
 JD0648
 JD0648                          SUPERSEDED SURVEY CONTROL
 JD0648
 JD0648  NGVD 29 (??/??/92)  259.29   (m)          850.7    (f) COMPUTED    1 2
 JD0648
 JD0648.Superseded values are not recommended for survey control.
 JD0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0648.See file dsdata.txt to determine how the superseded data were derived.
 JD0648
 JD0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC924827(NAD 83)
 JD0648_MARKER: DZ = AZIMUTH MARK DISK
 JD0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0648_STAMPING: C 8 B 1
 JD0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0648+STABILITY: SURFACE MOTION
 JD0648
 JD0648  HISTORY     - Date     Condition        Report By
 JD0648  HISTORY     - UNK      MONUMENTED       CGS
 JD0648  HISTORY     - 1963     GOOD             NGS
 JD0648
 JD0648                          STATION DESCRIPTION
 JD0648
 JD0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0648'1.1 MI NE FROM SMITHTON.
 JD0648'ABOUT 0.2 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0648'THE STATION AT SMITHTON, THENCE 0.2 MILE NORTH ALONG COUNTY ROAD
 JD0648'W, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY 50, THENCE 0.6 MILE
 JD0648'NORTH ALONG A GRADED COUNTY ROAD, AT A JOG IN THE ROAD, 53 FEET
 JD0648'SOUTHWEST OF A T-JUNCTION OF FENCES, 31 FEET SOUTH OF AN EAST-WEST
 JD0648'FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF
 JD0648'MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0647 ***********************************************************************
 JD0647  DESIGNATION -  C 8 B 2
 JD0647  PID         -  JD0647
 JD0647  STATE/COUNTY-  MO/PETTIS
 JD0647  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0647
 JD0647                         *CURRENT SURVEY CONTROL
 JD0647  ___________________________________________________________________
 JD0647* NAD 83(1986)-  38 41 35.     (N)    093 05 02.     (W)     SCALED    
 JD0647* NAVD 88     -       263.027  (meters)     862.95   (feet)  ADJUSTED  
 JD0647  ___________________________________________________________________
 JD0647  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0647  DYNAMIC HT  -         262.849 (meters)     862.36  (feet)  COMP
 JD0647  MODELED GRAV-     979,944.8   (mgal)                       NAVD 88
 JD0647
 JD0647  VERT ORDER  -  FIRST     CLASS II
 JD0647
 JD0647.The horizontal coordinates were scaled from a topographic map and have
 JD0647.an estimated accuracy of +/- 6 seconds.
 JD0647
 JD0647.The orthometric height was determined by differential leveling
 JD0647.and adjusted by the National Geodetic Survey in June 1991..
 JD0647
 JD0647.The geoid height was determined by GEOID03.
 JD0647
 JD0647.The dynamic height is computed by dividing the NAVD 88
 JD0647.geopotential number by the normal gravity value computed on the
 JD0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0647.degrees latitude (g = 980.6199 gals.).
 JD0647
 JD0647.The modeled gravity was interpolated from observed gravity values.
 JD0647
 JD0647;                    North         East    Units  Estimated Accuracy
 JD0647;SPC MO C     -   317,520.      449,210.      MT  (+/- 180 meters Scaled)
 JD0647
 JD0647                          SUPERSEDED SURVEY CONTROL
 JD0647
 JD0647  NGVD 29 (??/??/92)  262.93   (m)          862.6    (f) COMPUTED    1 2
 JD0647
 JD0647.Superseded values are not recommended for survey control.
 JD0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0647.See file dsdata.txt to determine how the superseded data were derived.
 JD0647
 JD0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC927827(NAD 83)
 JD0647_MARKER: DZ = AZIMUTH MARK DISK
 JD0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0647_STAMPING: C 8 B 2
 JD0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0647+STABILITY: SURFACE MOTION
 JD0647
 JD0647  HISTORY     - Date     Condition        Report By
 JD0647  HISTORY     - UNK      MONUMENTED       DOD
 JD0647  HISTORY     - 1963     GOOD             NGS
 JD0647
 JD0647                          STATION DESCRIPTION
 JD0647
 JD0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0647'1.2 MI NE FROM SMITHTON.
 JD0647'ABOUT 0.2 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0647'THE STATION AT SMITHTON, THENCE 0.2 MILE NORTH ALONG COUNTY
 JD0647'ROAD W, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY 50, THENCE 0.5
 JD0647'MILE NORTH ALONG A GRADED COUNTY ROAD, THENCE 0.2 MILE EAST
 JD0647'ACROSS A FIELD, AT THE CREST OF A HILL, ABOUT 910 FEET NORTHEAST
 JD0647'OF THE LAUNCHER, 240 FEET SOUTH OF AN EAST-WEST FENCE, A 1 1/2
 JD0647'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.
 JD0647'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0645 ***********************************************************************
 JD0645  DESIGNATION -  C 8 Z
 JD0645  PID         -  JD0645
 JD0645  STATE/COUNTY-  MO/PETTIS
 JD0645  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0645
 JD0645                         *CURRENT SURVEY CONTROL
 JD0645  ___________________________________________________________________
 JD0645* NAD 83(1986)-  38 41 16.     (N)    093 05 00.     (W)     SCALED    
 JD0645* NAVD 88     -       268.212  (meters)     879.96   (feet)  ADJUSTED  
 JD0645  ___________________________________________________________________
 JD0645  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0645  DYNAMIC HT  -         268.031 (meters)     879.37  (feet)  COMP
 JD0645  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 JD0645
 JD0645  VERT ORDER  -  FIRST     CLASS II
 JD0645
 JD0645.The horizontal coordinates were scaled from a topographic map and have
 JD0645.an estimated accuracy of +/- 6 seconds.
 JD0645
 JD0645.The orthometric height was determined by differential leveling
 JD0645.and adjusted by the National Geodetic Survey in June 1991..
 JD0645
 JD0645.The geoid height was determined by GEOID03.
 JD0645
 JD0645.The dynamic height is computed by dividing the NAVD 88
 JD0645.geopotential number by the normal gravity value computed on the
 JD0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0645.degrees latitude (g = 980.6199 gals.).
 JD0645
 JD0645.The modeled gravity was interpolated from observed gravity values.
 JD0645
 JD0645;                    North         East    Units  Estimated Accuracy
 JD0645;SPC MO C     -   316,930.      449,250.      MT  (+/- 180 meters Scaled)
 JD0645
 JD0645                          SUPERSEDED SURVEY CONTROL
 JD0645
 JD0645  NGVD 29 (??/??/92)  268.12   (m)          879.7    (f) COMPUTED    1 2
 JD0645
 JD0645.Superseded values are not recommended for survey control.
 JD0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0645.See file dsdata.txt to determine how the superseded data were derived.
 JD0645
 JD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC927821(NAD 83)
 JD0645_MARKER: DS = TRIANGULATION STATION DISK
 JD0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0645_STAMPING: C 8 Z 1963
 JD0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0645+STABILITY: SURFACE MOTION
 JD0645
 JD0645  HISTORY     - Date     Condition        Report By
 JD0645  HISTORY     - 1963     MONUMENTED       CGS
 JD0645
 JD0645                          STATION DESCRIPTION
 JD0645
 JD0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0645'0.7 MI NE FROM SMITHTON.
 JD0645'ABOUT 0.2 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0645'THE STATION AT SMITHTON, THENCE 0.2 MILE NORTH ALONG COUNTY
 JD0645'ROAD W, THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY 50, AT THE
 JD0645'CREST OF A SMALL HILL, AT THE SOUTH END OF A ROW OF HEDGE, 46.7
 JD0645'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 66.5 FEET WEST-NORTHWEST
 JD0645'OF R.M. 1, 55.4 FEET NORTHEAST OF R.M. 2, 18.5 FEET NORTH OF THE
 JD0645'WEST END OF A WOODEN GATE, 13 FEET SOUTHWEST OF THE SOUTH END
 JD0645'OF THE HEDGE ROW, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 JD0645'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0646 ***********************************************************************
 JD0646  DESIGNATION -  C 8 Z RM 1
 JD0646  PID         -  JD0646
 JD0646  STATE/COUNTY-  MO/PETTIS
 JD0646  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0646
 JD0646                         *CURRENT SURVEY CONTROL
 JD0646  ___________________________________________________________________
 JD0646* NAD 83(1986)-  38 41 16.     (N)    093 04 59.     (W)     SCALED    
 JD0646* NAVD 88     -       268.123  (meters)     879.67   (feet)  ADJUSTED  
 JD0646  ___________________________________________________________________
 JD0646  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0646  DYNAMIC HT  -         267.941 (meters)     879.07  (feet)  COMP
 JD0646  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 JD0646
 JD0646  VERT ORDER  -  FIRST     CLASS II
 JD0646
 JD0646.The horizontal coordinates were scaled from a topographic map and have
 JD0646.an estimated accuracy of +/- 6 seconds.
 JD0646
 JD0646.The orthometric height was determined by differential leveling
 JD0646.and adjusted by the National Geodetic Survey in June 1991..
 JD0646
 JD0646.The geoid height was determined by GEOID03.
 JD0646
 JD0646.The dynamic height is computed by dividing the NAVD 88
 JD0646.geopotential number by the normal gravity value computed on the
 JD0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0646.degrees latitude (g = 980.6199 gals.).
 JD0646
 JD0646.The modeled gravity was interpolated from observed gravity values.
 JD0646
 JD0646;                    North         East    Units  Estimated Accuracy
 JD0646;SPC MO C     -   316,930.      449,270.      MT  (+/- 180 meters Scaled)
 JD0646
 JD0646                          SUPERSEDED SURVEY CONTROL
 JD0646
 JD0646  NGVD 29 (??/??/92)  268.03   (m)          879.4    (f) COMPUTED    1 2
 JD0646
 JD0646.Superseded values are not recommended for survey control.
 JD0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0646.See file dsdata.txt to determine how the superseded data were derived.
 JD0646
 JD0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC927821(NAD 83)
 JD0646_MARKER: DR = REFERENCE MARK DISK
 JD0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0646_STAMPING: C 8 Z NO 1 1963
 JD0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0646+STABILITY: SURFACE MOTION
 JD0646
 JD0646  HISTORY     - Date     Condition        Report By
 JD0646  HISTORY     - 1963     MONUMENTED       CGS
 JD0646
 JD0646                          STATION DESCRIPTION
 JD0646
 JD0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0646'0.7 MI NE FROM SMITHTON.
 JD0646'ABOUT 0.2 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0646'THE STATION AT SMITHTON, THENCE 0.2 MILE NORTH ALONG COUNTY
 JD0646'ROAD W, THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY 50, 112.0 FEET
 JD0646'EAST OF R.M. 2, 66.5 FEET EAST-SOUTHEAST OF THE STATION MARK,
 JD0646'31 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT SOUTH
 JD0646'OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 JD0646'A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0644 ***********************************************************************
 JD0644  DESIGNATION -  C 8 Z RM 2
 JD0644  PID         -  JD0644
 JD0644  STATE/COUNTY-  MO/PETTIS
 JD0644  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0644
 JD0644                         *CURRENT SURVEY CONTROL
 JD0644  ___________________________________________________________________
 JD0644* NAD 83(1986)-  38 41 15.     (N)    093 05 01.     (W)     SCALED    
 JD0644* NAVD 88     -       268.385  (meters)     880.53   (feet)  ADJUSTED  
 JD0644  ___________________________________________________________________
 JD0644  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0644  DYNAMIC HT  -         268.203 (meters)     879.93  (feet)  COMP
 JD0644  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 JD0644
 JD0644  VERT ORDER  -  FIRST     CLASS II
 JD0644
 JD0644.The horizontal coordinates were scaled from a topographic map and have
 JD0644.an estimated accuracy of +/- 6 seconds.
 JD0644
 JD0644.The orthometric height was determined by differential leveling
 JD0644.and adjusted by the National Geodetic Survey in June 1991..
 JD0644
 JD0644.The geoid height was determined by GEOID03.
 JD0644
 JD0644.The dynamic height is computed by dividing the NAVD 88
 JD0644.geopotential number by the normal gravity value computed on the
 JD0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0644.degrees latitude (g = 980.6199 gals.).
 JD0644
 JD0644.The modeled gravity was interpolated from observed gravity values.
 JD0644
 JD0644;                    North         East    Units  Estimated Accuracy
 JD0644;SPC MO C     -   316,900.      449,230.      MT  (+/- 180 meters Scaled)
 JD0644
 JD0644                          SUPERSEDED SURVEY CONTROL
 JD0644
 JD0644  NGVD 29 (??/??/92)  268.29   (m)          880.2    (f) COMPUTED    1 2
 JD0644
 JD0644.Superseded values are not recommended for survey control.
 JD0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0644.See file dsdata.txt to determine how the superseded data were derived.
 JD0644
 JD0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC927821(NAD 83)
 JD0644_MARKER: DR = REFERENCE MARK DISK
 JD0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0644_STAMPING: C 8 Z NO 2 1963
 JD0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0644+STABILITY: SURFACE MOTION
 JD0644
 JD0644  HISTORY     - Date     Condition        Report By
 JD0644  HISTORY     - 1963     MONUMENTED       CGS
 JD0644
 JD0644                          STATION DESCRIPTION
 JD0644
 JD0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0644'0.7 MI NE FROM SMITHTON.
 JD0644'ABOUT 0.2 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0644'STATION AT SMITHTON, THENCE 0.2 MILE NORTH ALONG COUNTY ROAD
 JD0644'W, THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY 50, AT THE CREST
 JD0644'OF A SMALL HILL, 112.0 FEET WEST OF R.M. 1, 55.4 FEET SOUTHWEST
 JD0644'OF THE STATION MARK, 32 FEET NORTH OF THE CENTERLINE OF THE
 JD0644'ROAD, 1.0 FOOT SOUTH OF A FENCE, ABOUT 1 FOOT ABOVE THE LEVEL
 JD0644'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0644'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0319 ***********************************************************************
 LF0319  DESIGNATION -  C 80
 LF0319  PID         -  LF0319
 LF0319  STATE/COUNTY-  MO/HOLT
 LF0319  USGS QUAD   -  MOUND CITY (1981)
 LF0319
 LF0319                         *CURRENT SURVEY CONTROL
 LF0319  ___________________________________________________________________
 LF0319* NAD 83(1986)-  40 07 44.     (N)    095 13 52.     (W)     SCALED    
 LF0319* NAVD 88     -       268.783  (meters)     881.83   (feet)  ADJUSTED  
 LF0319  ___________________________________________________________________
 LF0319  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LF0319  DYNAMIC HT  -         268.636 (meters)     881.35  (feet)  COMP
 LF0319  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 LF0319
 LF0319  VERT ORDER  -  FIRST     CLASS II
 LF0319
 LF0319.The horizontal coordinates were scaled from a topographic map and have
 LF0319.an estimated accuracy of +/- 6 seconds.
 LF0319
 LF0319.The orthometric height was determined by differential leveling
 LF0319.and adjusted by the National Geodetic Survey in June 1991..
 LF0319
 LF0319.The geoid height was determined by GEOID03.
 LF0319
 LF0319.The dynamic height is computed by dividing the NAVD 88
 LF0319.geopotential number by the normal gravity value computed on the
 LF0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0319.degrees latitude (g = 980.6199 gals.).
 LF0319
 LF0319.The modeled gravity was interpolated from observed gravity values.
 LF0319
 LF0319;                    North         East    Units  Estimated Accuracy
 LF0319;SPC MO W     -   440,040.      787,690.      MT  (+/- 180 meters Scaled)
 LF0319
 LF0319                          SUPERSEDED SURVEY CONTROL
 LF0319
 LF0319  NGVD 29 (??/??/92)  268.711  (m)          881.60   (f) ADJ UNCH    1 2
 LF0319
 LF0319.Superseded values are not recommended for survey control.
 LF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0319.See file dsdata.txt to determine how the superseded data were derived.
 LF0319
 LF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE099444(NAD 83)
 LF0319_MARKER: DB = BENCH MARK DISK
 LF0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0319_SP_SET: WALL
 LF0319_STAMPING: C 80 1935
 LF0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0319+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 LF0319
 LF0319  HISTORY     - Date     Condition        Report By
 LF0319  HISTORY     - 1935     MONUMENTED       CGS
 LF0319  HISTORY     - 1948     GOOD             NGS
 LF0319  HISTORY     - 1961     GOOD             NGS
 LF0319  HISTORY     - 20051125 GOOD             GEOCAC
 LF0319
 LF0319                          STATION DESCRIPTION
 LF0319
 LF0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0319'AT MOUND CITY.
 LF0319'AT MOUND CITY, IN THE SOUTH BRICK WALL OF THE CHICAGO, BURLINGTON
 LF0319'AND QUINCY RAILROAD STATION, 6 FEET WEST OF THE SOUTHEAST
 LF0319'CORNER, 2.5 FEET ABOVE THE PLATFORM, SET VERTICALLY.
 LF0319
 LF0319                          STATION RECOVERY (1961)
 LF0319
 LF0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0319'RECOVERED IN GOOD CONDITION.
 LF0319
 LF0319                          STATION RECOVERY (2005)
 LF0319
 LF0319'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LF0319'THE C B AND Q STATION IS NOW THE MOUND CITY MUSEUM, 0.1 MILE SOUTH ON
 LF0319'STATE HWY E FROM THE INTERESTION WITH U.S. HWY 59 AND STATE HWY E.
 LF0319' 
 LF0319'HH2 (NAD83) N40 07 44.2 W95 13 52.2
 LF0319' 
 LF0319' 
 LF0319' 
 LF0319' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0361 ***********************************************************************
 LE0361  DESIGNATION -  C 82
 LE0361  PID         -  LE0361
 LE0361  STATE/COUNTY-  MO/GRUNDY
 LE0361  USGS QUAD   -  SPICKARD (1984)
 LE0361
 LE0361                         *CURRENT SURVEY CONTROL
 LE0361  ___________________________________________________________________
 LE0361* NAD 83(1986)-  40 13 35.     (N)    093 35 53.     (W)     SCALED    
 LE0361* NAVD 88     -       239.912  (meters)     787.11   (feet)  ADJUSTED  
 LE0361  ___________________________________________________________________
 LE0361  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LE0361  DYNAMIC HT  -         239.785 (meters)     786.69  (feet)  COMP
 LE0361  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 LE0361
 LE0361  VERT ORDER  -  SECOND    CLASS 0
 LE0361
 LE0361.The horizontal coordinates were scaled from a topographic map and have
 LE0361.an estimated accuracy of +/- 6 seconds.
 LE0361
 LE0361.The orthometric height was determined by differential leveling
 LE0361.and adjusted by the National Geodetic Survey in June 1991..
 LE0361
 LE0361.The geoid height was determined by GEOID03.
 LE0361
 LE0361.The dynamic height is computed by dividing the NAVD 88
 LE0361.geopotential number by the normal gravity value computed on the
 LE0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0361.degrees latitude (g = 980.6199 gals.).
 LE0361
 LE0361.The modeled gravity was interpolated from observed gravity values.
 LE0361
 LE0361;                    North         East    Units  Estimated Accuracy
 LE0361;SPC MO C     -   488,160.      406,550.      MT  (+/- 180 meters Scaled)
 LE0361
 LE0361                          SUPERSEDED SURVEY CONTROL
 LE0361
 LE0361  NGVD 29 (??/??/92)  239.882  (m)          787.01   (f) ADJ UNCH    2 0
 LE0361
 LE0361.Superseded values are not recommended for survey control.
 LE0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0361.See file dsdata.txt to determine how the superseded data were derived.
 LE0361
 LE0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE491530(NAD 83)
 LE0361_MARKER: DB = BENCH MARK DISK
 LE0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0361_SP_SET: ABUTMENT
 LE0361_STAMPING: C 82 1935
 LE0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0361
 LE0361  HISTORY     - Date     Condition        Report By
 LE0361  HISTORY     - 1935     MONUMENTED       CGS
 LE0361  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0361
 LE0361                          STATION DESCRIPTION
 LE0361
 LE0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0361'1.2 MI S FROM SPICKARD.
 LE0361'1.2 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0361'RAILROAD FROM THE STATION AT SPICKARD, GRUNDY COUNTY, 22 POLES
 LE0361'SOUTH OF MILEPOST 405, AT BRIDGE 4055, IN THE TOP OF THE
 LE0361'SOUTHEAST CORNER OF THE NORTH CONCRETE ABUTMENT, 7 FEET
 LE0361'EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER
 LE0361'THAN THE TRACK.  A STANDARD DISK, STAMPED C 82 1935.
 LE0361
 LE0361                          STATION RECOVERY (1967)
 LE0361
 LE0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0345 ***********************************************************************
 LE0345  DESIGNATION -  C 83
 LE0345  PID         -  LE0345
 LE0345  STATE/COUNTY-  MO/HARRISON
 LE0345  USGS QUAD   -  EAGLEVILLE (1984)
 LE0345
 LE0345                         *CURRENT SURVEY CONTROL
 LE0345  ___________________________________________________________________
 LE0345* NAD 83(1986)-  40 22 33.     (N)    093 56 03.     (W)     SCALED    
 LE0345* NAVD 88     -       322.390  (meters)    1057.71   (feet)  ADJUSTED  
 LE0345  ___________________________________________________________________
 LE0345  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LE0345  DYNAMIC HT  -         322.222 (meters)    1057.16  (feet)  COMP
 LE0345  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 LE0345
 LE0345  VERT ORDER  -  SECOND    CLASS 0
 LE0345
 LE0345.The horizontal coordinates were scaled from a topographic map and have
 LE0345.an estimated accuracy of +/- 6 seconds.
 LE0345
 LE0345.The orthometric height was determined by differential leveling
 LE0345.and adjusted by the National Geodetic Survey in June 1991..
 LE0345
 LE0345.The geoid height was determined by GEOID03.
 LE0345
 LE0345.The dynamic height is computed by dividing the NAVD 88
 LE0345.geopotential number by the normal gravity value computed on the
 LE0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0345.degrees latitude (g = 980.6199 gals.).
 LE0345
 LE0345.The modeled gravity was interpolated from observed gravity values.
 LE0345
 LE0345;                    North         East    Units  Estimated Accuracy
 LE0345;SPC MO W     -   467,350.      898,050.      MT  (+/- 180 meters Scaled)
 LE0345
 LE0345                          SUPERSEDED SURVEY CONTROL
 LE0345
 LE0345  NGVD 29 (??/??/92)  322.298  (m)         1057.41   (f) ADJ UNCH    2 0
 LE0345
 LE0345.Superseded values are not recommended for survey control.
 LE0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0345.See file dsdata.txt to determine how the superseded data were derived.
 LE0345
 LE0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE206698(NAD 83)
 LE0345_MARKER: DB = BENCH MARK DISK
 LE0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0345_STAMPING: C 83 1935
 LE0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0345+STABILITY: SURFACE MOTION
 LE0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0345+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1999
 LE0345
 LE0345  HISTORY     - Date     Condition        Report By
 LE0345  HISTORY     - 1935     MONUMENTED       CGS
 LE0345  HISTORY     - 1967     GOOD             NGS
 LE0345  HISTORY     - 1983     GOOD             LOCENG
 LE0345  HISTORY     - 19991116 GOOD             LOCENG
 LE0345
 LE0345                          STATION DESCRIPTION
 LE0345
 LE0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0345'AT RIDGEWAY.
 LE0345'RECOVERED AS DESCRIBED IN THE 1935 DESCRIPTION.  IT IS ABOUT
 LE0345'1/4 MILE SOUTH OF THE RAILROAD STATION, AT A STREET CROSSING
 LE0345'TO THE NORTHEAST OF A SCHOOL, 43 FEET EAST OF THE CENTERLINE OF
 LE0345'THE TRACK, 30 FEET NORTH OF THE CENTERLINE OF A STREET, 1 FOOT
 LE0345'SOUTH OF A METAL WITNESS POST, AND 0.5 FEET WEST OF A FENCE.
 LE0345
 LE0345                          STATION RECOVERY (1983)
 LE0345
 LE0345'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 LE0345'RAILROAD TRACKS AND MILEPOST HAVE BEEN REMOVED.
 LE0345
 LE0345                          STATION RECOVERY (1999)
 LE0345
 LE0345'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (CMC)
 LE0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0129 ***********************************************************************
 LE0129  DESIGNATION -  C 84
 LE0129  PID         -  LE0129
 LE0129  STATE/COUNTY-  MO/SCHUYLER
 LE0129  USGS QUAD   -  GREENTOP (1979)
 LE0129
 LE0129                         *CURRENT SURVEY CONTROL
 LE0129  ___________________________________________________________________
 LE0129* NAD 83(1986)-  40 20 49.     (N)    092 34 02.     (W)     SCALED    
 LE0129* NAVD 88     -       302.545  (meters)     992.60   (feet)  ADJUSTED  
 LE0129  ___________________________________________________________________
 LE0129  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LE0129  DYNAMIC HT  -         302.388 (meters)     992.08  (feet)  COMP
 LE0129  MODELED GRAV-     980,097.4   (mgal)                       NAVD 88
 LE0129
 LE0129  VERT ORDER  -  SECOND    CLASS 0
 LE0129
 LE0129.The horizontal coordinates were scaled from a topographic map and have
 LE0129.an estimated accuracy of +/- 6 seconds.
 LE0129
 LE0129.The orthometric height was determined by differential leveling
 LE0129.and adjusted by the National Geodetic Survey in June 1991..
 LE0129
 LE0129.The geoid height was determined by GEOID03.
 LE0129
 LE0129.The dynamic height is computed by dividing the NAVD 88
 LE0129.geopotential number by the normal gravity value computed on the
 LE0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0129.degrees latitude (g = 980.6199 gals.).
 LE0129
 LE0129.The modeled gravity was interpolated from observed gravity values.
 LE0129
 LE0129;                    North         East    Units  Estimated Accuracy
 LE0129;SPC MO C     -   500,970.      494,290.      MT  (+/- 180 meters Scaled)
 LE0129
 LE0129                          SUPERSEDED SURVEY CONTROL
 LE0129
 LE0129  NGVD 29 (??/??/92)  302.540  (m)          992.58   (f) ADJ UNCH    2 0
 LE0129
 LE0129.Superseded values are not recommended for survey control.
 LE0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0129.See file dsdata.txt to determine how the superseded data were derived.
 LE0129
 LE0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE367663(NAD 83)
 LE0129_MARKER: DB = BENCH MARK DISK
 LE0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0129_STAMPING: C 84 1935
 LE0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0129+STABILITY: SURFACE MOTION
 LE0129
 LE0129  HISTORY     - Date     Condition        Report By
 LE0129  HISTORY     - 1935     MONUMENTED       CGS
 LE0129  HISTORY     - 1943     GOOD             NGS
 LE0129
 LE0129                          STATION DESCRIPTION
 LE0129
 LE0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0129'AT GREEN TOP.
 LE0129'AT GREEN TOP, SCHUYLER COUNTY, ON THE WABASH RAILROAD, 210 FEET
 LE0129'NORTH OF THE STATION, 27 FEET NORTH OF THE CENTERLINE OF THE
 LE0129'ROAD, 20 FEET WEST OF THE CENTERLINE OF THE TRACK, 4 FEET
 LE0129'NORTHEAST OF POLE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A
 LE0129'STANDARD DISK, STAMPED C 84 1935 AND SET IN THE TOP OF A CONCRETE
 LE0129'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0581 ***********************************************************************
 LD0581  DESIGNATION -  C 85
 LD0581  PID         -  LD0581
 LD0581  STATE/COUNTY-  MO/CLARK
 LD0581  USGS QUAD   -  WYACONDA (1975)
 LD0581
 LD0581                         *CURRENT SURVEY CONTROL
 LD0581  ___________________________________________________________________
 LD0581* NAD 83(1986)-  40 23 43.     (N)    091 54 07.     (W)     SCALED    
 LD0581* NAVD 88     -       218.287  (meters)     716.16   (feet)  ADJUSTED  
 LD0581  ___________________________________________________________________
 LD0581  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LD0581  DYNAMIC HT  -         218.175 (meters)     715.80  (feet)  COMP
 LD0581  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 LD0581
 LD0581  VERT ORDER  -  SECOND    CLASS 0
 LD0581
 LD0581.The horizontal coordinates were scaled from a topographic map and have
 LD0581.an estimated accuracy of +/- 6 seconds.
 LD0581
 LD0581.The orthometric height was determined by differential leveling
 LD0581.and adjusted by the National Geodetic Survey in June 1991..
 LD0581
 LD0581.The geoid height was determined by GEOID03.
 LD0581
 LD0581.The dynamic height is computed by dividing the NAVD 88
 LD0581.geopotential number by the normal gravity value computed on the
 LD0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0581.degrees latitude (g = 980.6199 gals.).
 LD0581
 LD0581.The modeled gravity was interpolated from observed gravity values.
 LD0581
 LD0581;                    North         East    Units  Estimated Accuracy
 LD0581;SPC MO E     -   507,280.      130,980.      MT  (+/- 180 meters Scaled)
 LD0581
 LD0581                          SUPERSEDED SURVEY CONTROL
 LD0581
 LD0581  NGVD 29 (??/??/92)  218.310  (m)          716.24   (f) ADJ UNCH    2 0
 LD0581
 LD0581.Superseded values are not recommended for survey control.
 LD0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0581.See file dsdata.txt to determine how the superseded data were derived.
 LD0581
 LD0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE931722(NAD 83)
 LD0581_MARKER: DB = BENCH MARK DISK
 LD0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0581_SP_SET: PEDESTAL
 LD0581_STAMPING: C 85 1935
 LD0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0581
 LD0581  HISTORY     - Date     Condition        Report By
 LD0581  HISTORY     - 1935     MONUMENTED       CGS
 LD0581
 LD0581                          STATION DESCRIPTION
 LD0581
 LD0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0581'1.4 MI NE FROM WYACONDA.
 LD0581'1.4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0581'RAILWAY FROM THE STATION AT WYACONDA, CLARK COUNTY, 5 POLES
 LD0581'NORTHEAST OF MILEPOST 271, AT ROAD OVERPASS 270 E, IN THE TOP OF
 LD0581'THE NORTHWEST PEDESTAL, 10 FEET NORTH OF THE CENTERLINE OF THE
 LD0581'NORTH TRACK, AND ABOUT 6 INCHES ABOVE THE TRACK.  A STANDARD
 LD0581'DISK, STAMPED C 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0101 ***********************************************************************
 LE0101  DESIGNATION -  C 86
 LE0101  PID         -  LE0101
 LE0101  STATE/COUNTY-  MO/SCOTLAND
 LE0101  USGS QUAD   -  ARBELA (1965)
 LE0101
 LE0101                         *CURRENT SURVEY CONTROL
 LE0101  ___________________________________________________________________
 LE0101* NAD 83(1986)-  40 27 14.     (N)    092 05 29.     (W)     SCALED    
 LE0101* NAVD 88     -       238.293  (meters)     781.80   (feet)  ADJUSTED  
 LE0101  ___________________________________________________________________
 LE0101  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LE0101  DYNAMIC HT  -         238.172 (meters)     781.40  (feet)  COMP
 LE0101  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 LE0101
 LE0101  VERT ORDER  -  SECOND    CLASS 0
 LE0101
 LE0101.The horizontal coordinates were scaled from a topographic map and have
 LE0101.an estimated accuracy of +/- 6 seconds.
 LE0101
 LE0101.The orthometric height was determined by differential leveling
 LE0101.and adjusted by the National Geodetic Survey in June 1991..
 LE0101
 LE0101.The geoid height was determined by GEOID03.
 LE0101
 LE0101.The dynamic height is computed by dividing the NAVD 88
 LE0101.geopotential number by the normal gravity value computed on the
 LE0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0101.degrees latitude (g = 980.6199 gals.).
 LE0101
 LE0101.The modeled gravity was interpolated from observed gravity values.
 LE0101
 LE0101;                    North         East    Units  Estimated Accuracy
 LE0101;SPC MO C     -   512,930.      534,660.      MT  (+/- 180 meters Scaled)
 LE0101
 LE0101                          SUPERSEDED SURVEY CONTROL
 LE0101
 LE0101  NGVD 29 (??/??/92)  238.302  (m)          781.83   (f) ADJ UNCH    2 0
 LE0101
 LE0101.Superseded values are not recommended for survey control.
 LE0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0101.See file dsdata.txt to determine how the superseded data were derived.
 LE0101
 LE0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE770785(NAD 83)
 LE0101_MARKER: DB = BENCH MARK DISK
 LE0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0101_SP_SET: CULVERT
 LE0101_STAMPING: C 86 1935
 LE0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0101
 LE0101  HISTORY     - Date     Condition        Report By
 LE0101  HISTORY     - 1935     MONUMENTED       CGS
 LE0101  HISTORY     - 1967     GOOD             NGS
 LE0101
 LE0101                          STATION DESCRIPTION
 LE0101
 LE0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0101'4.2 MI W FROM ARBELA.
 LE0101'4.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0101'FROM THE STATION AT ARBELA, SCOTLAND COUNTY, 8-1/2 POLES EAST
 LE0101'OF MILEPOST 41, AT A ROAD CROSSING, 48 FEET SOUTH OF THE
 LE0101'CENTERLINE OF THE TRACK, AT A 2-FOOT CONCRETE CULVERT UNDER
 LE0101'THE ROAD, IN THE TOP OF THE EAST HEADWALL, AND 2 FEET LOWER
 LE0101'THAN THE TRACK.  A STANDARD DISK, STAMPED C 86 1935.
 LE0101
 LE0101                          STATION RECOVERY (1967)
 LE0101
 LE0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0678 ***********************************************************************
 GE0678  DESIGNATION -  C 9
 GE0678  PID         -  GE0678
 GE0678  STATE/COUNTY-  MO/OREGON
 GE0678  USGS QUAD   -  THAYER (1986)
 GE0678
 GE0678                         *CURRENT SURVEY CONTROL
 GE0678  ___________________________________________________________________
 GE0678* NAD 83(1986)-  36 32 04.     (N)    091 32 57.     (W)     SCALED    
 GE0678* NAVD 88     -       166.750  (meters)     547.08   (feet)  ADJUSTED  
 GE0678  ___________________________________________________________________
 GE0678  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GE0678  DYNAMIC HT  -         166.614 (meters)     546.63  (feet)  COMP
 GE0678  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GE0678
 GE0678  VERT ORDER  -  FIRST     CLASS II
 GE0678
 GE0678.The horizontal coordinates were scaled from a topographic map and have
 GE0678.an estimated accuracy of +/- 6 seconds.
 GE0678
 GE0678.The orthometric height was determined by differential leveling
 GE0678.and adjusted by the National Geodetic Survey in June 1991..
 GE0678.WARNING-Repeat measurements at this control monument indicate possible
 GE0678.vertical movement.
 GE0678
 GE0678.The geoid height was determined by GEOID03.
 GE0678
 GE0678.The dynamic height is computed by dividing the NAVD 88
 GE0678.geopotential number by the normal gravity value computed on the
 GE0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0678.degrees latitude (g = 980.6199 gals.).
 GE0678
 GE0678.The modeled gravity was interpolated from observed gravity values.
 GE0678
 GE0678;                    North         East    Units  Estimated Accuracy
 GE0678;SPC MO E     -    78,300.      156,050.      MT  (+/- 180 meters Scaled)
 GE0678
 GE0678                          SUPERSEDED SURVEY CONTROL
 GE0678
 GE0678  NGVD 29 (??/??/92)  166.622  (m)          546.66   (f) ADJ UNCH    1 2
 GE0678
 GE0678.Superseded values are not recommended for survey control.
 GE0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0678.See file dsdata.txt to determine how the superseded data were derived.
 GE0678
 GE0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA298442(NAD 83)
 GE0678_MARKER: DB = BENCH MARK DISK
 GE0678_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GE0678_SP_SET: ABUTMENT
 GE0678_STAMPING: C 9 1928 546.659
 GE0678_MARK LOGO: CGS   
 GE0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0678+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1990
 GE0678
 GE0678  HISTORY     - Date     Condition        Report By
 GE0678  HISTORY     - UNK      MONUMENTED       CGS
 GE0678  HISTORY     - 1934     GOOD             NGS
 GE0678  HISTORY     - 19900906 GOOD             NGS
 GE0678
 GE0678                          STATION DESCRIPTION
 GE0678
 GE0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0678'0.8 MI NW FROM THAYER.
 GE0678'0.8 MILE NORTHWEST OF THE STATION AT THAYER, OREGON COUNTY, ON
 GE0678'THE RIGHT-OF-WAY OF THE ST. LOUIS-SAN FRANCISCO RAILWAY, 2 POLES
 GE0678'WEST OF THE OVERHEAD TRUSS BRIDGE CARRYING U.S. HIGHWAY 63 AND
 GE0678'STATE HIGHWAY 19 OVER THE TRACK, AT THE PLATE-GIRDER RAILROAD
 GE0678'BRIDGE 338.9 (BUILT IN 1918), IN THE TOP OF THE SOUTH END OF THE
 GE0678'EAST ABUTMENT, MIDWAY BETWEEN THE WEST EDGE AND THE RETAINING
 GE0678'WALL OF THE ABUTMENT, 8 FEET SOUTH OF THE CENTERLINE OF THE
 GE0678'TRACK, AND 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 GE0678'STAMPED 546.659 C 9 1828.
 GE0678
 GE0678                          STATION RECOVERY (1990)
 GE0678
 GE0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0678'IN THAYER, AT THE INTERSECTION OF TWO MILE CREEK AND THE BURLINGTON
 GE0678'NORTHERN RAILROAD, 0.1 KM (0.1 MI) WEST OF THE INTERSECTION OF STATE
 GE0678'HIGHWAY 19 (WYANDOTTE DRIVE) AND THE BURLINGTON NORTHERN RAILROAD, IN
 GE0678'TOP OF AND 5.4 M (17.7 FT) NORTH OF THE SOUTH END OF THE EAST
 GE0678'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 338.9 SPANNING THE CREEK,
 GE0678'1.8 M (5.9 FT) BELOW THE LEVEL OF THE TRACK, AND 1.6 M (5.2 FT) SOUTH
 GE0678'OF THE NEAR RAIL.  NOTE--A WALKWAY HAS BEEN INSTALLED OVER THE
 GE0678'ABUTMENT AND THE DISK IS NOT ACCESSIBLE WITH A LEVEL ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1189 ***********************************************************************
 JD1189  DESIGNATION -  C 9 B 1
 JD1189  PID         -  JD1189
 JD1189  STATE/COUNTY-  MO/PETTIS
 JD1189  USGS QUAD   -  BEAMAN (1978)
 JD1189
 JD1189                         *CURRENT SURVEY CONTROL
 JD1189  ___________________________________________________________________
 JD1189* NAD 83(1986)-  38 45 25.     (N)    093 07 43.     (W)     SCALED    
 JD1189* NAVD 88     -       251.034  (meters)     823.60   (feet)  ADJUSTED  
 JD1189  ___________________________________________________________________
 JD1189  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1189  DYNAMIC HT  -         250.866 (meters)     823.05  (feet)  COMP
 JD1189  MODELED GRAV-     979,955.2   (mgal)                       NAVD 88
 JD1189
 JD1189  VERT ORDER  -  SECOND    CLASS 0
 JD1189
 JD1189.The horizontal coordinates were scaled from a topographic map and have
 JD1189.an estimated accuracy of +/- 6 seconds.
 JD1189
 JD1189.The orthometric height was determined by differential leveling
 JD1189.and adjusted by the National Geodetic Survey in June 1991..
 JD1189
 JD1189.The geoid height was determined by GEOID03.
 JD1189
 JD1189.The dynamic height is computed by dividing the NAVD 88
 JD1189.geopotential number by the normal gravity value computed on the
 JD1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1189.degrees latitude (g = 980.6199 gals.).
 JD1189
 JD1189.The modeled gravity was interpolated from observed gravity values.
 JD1189
 JD1189;                    North         East    Units  Estimated Accuracy
 JD1189;SPC MO C     -   324,640.      445,360.      MT  (+/- 180 meters Scaled)
 JD1189
 JD1189                          SUPERSEDED SURVEY CONTROL
 JD1189
 JD1189  NGVD 29 (??/??/92)  250.94   (m)          823.3    (f) COMPUTED    2 0
 JD1189
 JD1189.Superseded values are not recommended for survey control.
 JD1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1189.See file dsdata.txt to determine how the superseded data were derived.
 JD1189
 JD1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC888898(NAD 83)
 JD1189_MARKER: DZ = AZIMUTH MARK DISK
 JD1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1189_STAMPING: C 9 B 1
 JD1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1189+STABILITY: SURFACE MOTION
 JD1189
 JD1189  HISTORY     - Date     Condition        Report By
 JD1189  HISTORY     - UNK      MONUMENTED       DOD
 JD1189  HISTORY     - 1963     GOOD             NGS
 JD1189
 JD1189                          STATION DESCRIPTION
 JD1189
 JD1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1189'5.6 MI SW FROM CLIFTON CITY.
 JD1189'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD1189'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD1189'1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 135, THENCE 3.5 MILES
 JD1189'WEST ALONG COUNTY ROAD HH, AT THE CREST OF A SMALL HILL, ACROSS
 JD1189'THE ROAD FROM A GROUP OF FARM BUILDINGS, 51.6 FEET SOUTH OF THE
 JD1189'CENTERLINE OF THE ROAD, 12.5 FEET SOUTH OF A FENCE, ABOUT 8 FEET
 JD1189'ABOVE THE LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 JD1189'WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH
 JD1189'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1190 ***********************************************************************
 JD1190  DESIGNATION -  C 9 B 2
 JD1190  PID         -  JD1190
 JD1190  STATE/COUNTY-  MO/PETTIS
 JD1190  USGS QUAD   -  CLIFTON CITY (1979)
 JD1190
 JD1190                         *CURRENT SURVEY CONTROL
 JD1190  ___________________________________________________________________
 JD1190* NAD 83(1986)-  38 45 15.     (N)    093 07 19.     (W)     SCALED    
 JD1190* NAVD 88     -       252.990  (meters)     830.02   (feet)  ADJUSTED  
 JD1190  ___________________________________________________________________
 JD1190  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1190  DYNAMIC HT  -         252.821 (meters)     829.46  (feet)  COMP
 JD1190  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 JD1190
 JD1190  VERT ORDER  -  SECOND    CLASS 0
 JD1190
 JD1190.The horizontal coordinates were scaled from a topographic map and have
 JD1190.an estimated accuracy of +/- 6 seconds.
 JD1190
 JD1190.The orthometric height was determined by differential leveling
 JD1190.and adjusted by the National Geodetic Survey in June 1991..
 JD1190
 JD1190.The geoid height was determined by GEOID03.
 JD1190
 JD1190.The dynamic height is computed by dividing the NAVD 88
 JD1190.geopotential number by the normal gravity value computed on the
 JD1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1190.degrees latitude (g = 980.6199 gals.).
 JD1190
 JD1190.The modeled gravity was interpolated from observed gravity values.
 JD1190
 JD1190;                    North         East    Units  Estimated Accuracy
 JD1190;SPC MO C     -   324,330.      445,940.      MT  (+/- 180 meters Scaled)
 JD1190
 JD1190                          SUPERSEDED SURVEY CONTROL
 JD1190
 JD1190  NGVD 29 (??/??/92)  252.90   (m)          829.7    (f) COMPUTED    2 0
 JD1190
 JD1190.Superseded values are not recommended for survey control.
 JD1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1190.See file dsdata.txt to determine how the superseded data were derived.
 JD1190
 JD1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC894895(NAD 83)
 JD1190_MARKER: DZ = AZIMUTH MARK DISK
 JD1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1190_STAMPING: C 9 B 2
 JD1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1190+STABILITY: SURFACE MOTION
 JD1190
 JD1190  HISTORY     - Date     Condition        Report By
 JD1190  HISTORY     - UNK      MONUMENTED       DOD
 JD1190  HISTORY     - 1963     GOOD             NGS
 JD1190
 JD1190                          STATION DESCRIPTION
 JD1190
 JD1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1190'5.4 MI SW FROM CLIFTON CITY.
 JD1190'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD1190'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE 1.95
 JD1190'MILES SOUTHWEST ALONG STATE HIGHWAY 135, THENCE 3.15 MILES WEST
 JD1190'ALONG COUNTY ROAD HH, THENCE 0.1 MILE SOUTH ALONG THE WEST SIDE
 JD1190'OF A NORTH-SOUTH FENCE, ON THE WEST SLOPE OF A SMALL HILL, A
 JD1190'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH
 JD1190'AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1187 ***********************************************************************
 JD1187  DESIGNATION -  C 9 Z
 JD1187  PID         -  JD1187
 JD1187  STATE/COUNTY-  MO/PETTIS
 JD1187  USGS QUAD   -  SEDALIA EAST (1973)
 JD1187
 JD1187                         *CURRENT SURVEY CONTROL
 JD1187  ___________________________________________________________________
 JD1187* NAD 83(1986)-  38 44 39.     (N)    093 07 54.     (W)     SCALED    
 JD1187* NAVD 88     -       257.746  (meters)     845.62   (feet)  ADJUSTED  
 JD1187  ___________________________________________________________________
 JD1187  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1187  DYNAMIC HT  -         257.573 (meters)     845.05  (feet)  COMP
 JD1187  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 JD1187
 JD1187  VERT ORDER  -  SECOND    CLASS 0
 JD1187
 JD1187.The horizontal coordinates were scaled from a topographic map and have
 JD1187.an estimated accuracy of +/- 6 seconds.
 JD1187
 JD1187.The orthometric height was determined by differential leveling
 JD1187.and adjusted by the National Geodetic Survey in June 1991..
 JD1187
 JD1187.The geoid height was determined by GEOID03.
 JD1187
 JD1187.The dynamic height is computed by dividing the NAVD 88
 JD1187.geopotential number by the normal gravity value computed on the
 JD1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1187.degrees latitude (g = 980.6199 gals.).
 JD1187
 JD1187.The modeled gravity was interpolated from observed gravity values.
 JD1187
 JD1187;                    North         East    Units  Estimated Accuracy
 JD1187;SPC MO C     -   323,220.      445,090.      MT  (+/- 180 meters Scaled)
 JD1187
 JD1187                          SUPERSEDED SURVEY CONTROL
 JD1187
 JD1187  NGVD 29 (??/??/92)  257.65   (m)          845.3    (f) COMPUTED    2 0
 JD1187
 JD1187.Superseded values are not recommended for survey control.
 JD1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1187.See file dsdata.txt to determine how the superseded data were derived.
 JD1187
 JD1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC885883(NAD 83)
 JD1187_MARKER: DB = BENCH MARK DISK
 JD1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1187_STAMPING: C 9 Z 1963
 JD1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1187+STABILITY: SURFACE MOTION
 JD1187
 JD1187  HISTORY     - Date     Condition        Report By
 JD1187  HISTORY     - 1963     MONUMENTED       CGS
 JD1187
 JD1187                          STATION DESCRIPTION
 JD1187
 JD1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1187'7 MI SW FROM CLIFTON CITY.
 JD1187'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD1187'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE 1.95
 JD1187'MILES SOUTHWEST ALONG STATE HIGHWAY 135, THENCE 3.85 MILES WEST
 JD1187'ALONG COUNTY ROAD HH, THENCE 0.9 MILE SOUTH ALONG COUNTY ROAD O,
 JD1187'THENCE 0.1 MILE EAST ALONG A PRIVATE DRIVEWAY, 98.8 FEET EAST OF
 JD1187'R.M. 2, 76.2 FEET WEST-SOUTHWEST OF R.M. 1, 16.6 FEET NORTH OF THE
 JD1187'CENTERLINE OF THE DRIVEWAY, 5.0 FEET SOUTH OF A FENCE, 4.5 FEET SOUTH
 JD1187'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE DRIVEWAY, AND SET
 JD1187'IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1188 ***********************************************************************
 JD1188  DESIGNATION -  C 9 Z RM 1
 JD1188  PID         -  JD1188
 JD1188  STATE/COUNTY-  MO/PETTIS
 JD1188  USGS QUAD   -  SEDALIA EAST (1973)
 JD1188
 JD1188                         *CURRENT SURVEY CONTROL
 JD1188  ___________________________________________________________________
 JD1188* NAD 83(1986)-  38 44 40.     (N)    093 07 52.     (W)     SCALED    
 JD1188* NAVD 88     -       257.649  (meters)     845.30   (feet)  ADJUSTED  
 JD1188  ___________________________________________________________________
 JD1188  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1188  DYNAMIC HT  -         257.477 (meters)     844.74  (feet)  COMP
 JD1188  MODELED GRAV-     979,952.8   (mgal)                       NAVD 88
 JD1188
 JD1188  VERT ORDER  -  SECOND    CLASS 0
 JD1188
 JD1188.The horizontal coordinates were scaled from a topographic map and have
 JD1188.an estimated accuracy of +/- 6 seconds.
 JD1188
 JD1188.The orthometric height was determined by differential leveling
 JD1188.and adjusted by the National Geodetic Survey in June 1991..
 JD1188
 JD1188.The geoid height was determined by GEOID03.
 JD1188
 JD1188.The dynamic height is computed by dividing the NAVD 88
 JD1188.geopotential number by the normal gravity value computed on the
 JD1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1188.degrees latitude (g = 980.6199 gals.).
 JD1188
 JD1188.The modeled gravity was interpolated from observed gravity values.
 JD1188
 JD1188;                    North         East    Units  Estimated Accuracy
 JD1188;SPC MO C     -   323,250.      445,140.      MT  (+/- 180 meters Scaled)
 JD1188
 JD1188                          SUPERSEDED SURVEY CONTROL
 JD1188
 JD1188  NGVD 29 (??/??/92)  257.55   (m)          845.0    (f) COMPUTED    2 0
 JD1188
 JD1188.Superseded values are not recommended for survey control.
 JD1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1188.See file dsdata.txt to determine how the superseded data were derived.
 JD1188
 JD1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC886884(NAD 83)
 JD1188_MARKER: DB = BENCH MARK DISK
 JD1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1188_STAMPING: C 9 Z NO 1 1963
 JD1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1188+STABILITY: SURFACE MOTION
 JD1188
 JD1188  HISTORY     - Date     Condition        Report By
 JD1188  HISTORY     - 1963     MONUMENTED       CGS
 JD1188
 JD1188                          STATION DESCRIPTION
 JD1188
 JD1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1188'7 MI SW FROM CLIFTON CITY.
 JD1188'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD1188'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD1188'1.95 MILES SOUTHWEST ALONG STATE HIGHWAY 135, THENCE 3.85 MILES
 JD1188'WEST ALONG COUNTY ROAD HH, THENCE 0.9 MILE SOUTH ALONG COUNTY ROAD
 JD1188'O, THENCE 0.1 MILE EAST ALONG A PRIVATE DRIVEWAY, 175.0 FEET
 JD1188'EAST-NORTHEAST OF R.M. 2, 76.2 FEET EAST-NORTHEAST OF THE STATION
 JD1188'MARK, 29.4 FEET NORTHEAST OF A TELEPHONE POLE, 27.6 FEET NORTHWEST
 JD1188'OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 8.5 FEET
 JD1188'NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH
 JD1188'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1186 ***********************************************************************
 JD1186  DESIGNATION -  C 9 Z RM 2
 JD1186  PID         -  JD1186
 JD1186  STATE/COUNTY-  MO/PETTIS
 JD1186  USGS QUAD   -  SEDALIA EAST (1973)
 JD1186
 JD1186                         *CURRENT SURVEY CONTROL
 JD1186  ___________________________________________________________________
 JD1186* NAD 83(1986)-  38 44 39.     (N)    093 07 55.     (W)     SCALED    
 JD1186* NAVD 88     -       258.060  (meters)     846.65   (feet)  ADJUSTED  
 JD1186  ___________________________________________________________________
 JD1186  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1186  DYNAMIC HT  -         257.887 (meters)     846.08  (feet)  COMP
 JD1186  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 JD1186
 JD1186  VERT ORDER  -  SECOND    CLASS 0
 JD1186
 JD1186.The horizontal coordinates were scaled from a topographic map and have
 JD1186.an estimated accuracy of +/- 6 seconds.
 JD1186
 JD1186.The orthometric height was determined by differential leveling
 JD1186.and adjusted by the National Geodetic Survey in June 1991..
 JD1186
 JD1186.The geoid height was determined by GEOID03.
 JD1186
 JD1186.The dynamic height is computed by dividing the NAVD 88
 JD1186.geopotential number by the normal gravity value computed on the
 JD1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1186.degrees latitude (g = 980.6199 gals.).
 JD1186
 JD1186.The modeled gravity was interpolated from observed gravity values.
 JD1186
 JD1186;                    North         East    Units  Estimated Accuracy
 JD1186;SPC MO C     -   323,220.      445,060.      MT  (+/- 180 meters Scaled)
 JD1186
 JD1186                          SUPERSEDED SURVEY CONTROL
 JD1186
 JD1186  NGVD 29 (??/??/92)  257.96   (m)          846.3    (f) COMPUTED    2 0
 JD1186
 JD1186.Superseded values are not recommended for survey control.
 JD1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1186.See file dsdata.txt to determine how the superseded data were derived.
 JD1186
 JD1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC885883(NAD 83)
 JD1186_MARKER: DR = REFERENCE MARK DISK
 JD1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1186_STAMPING: C 9 Z NO 2 1963
 JD1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1186+STABILITY: SURFACE MOTION
 JD1186
 JD1186  HISTORY     - Date     Condition        Report By
 JD1186  HISTORY     - 1963     MONUMENTED       CGS
 JD1186
 JD1186                          STATION DESCRIPTION
 JD1186
 JD1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1186'7 MI SW FROM CLIFTON CITY.
 JD1186'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD1186'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE 1.95
 JD1186'MILES SOUTHWEST ALONG STATE HIGHWAY 135, THENCE 3.85 MILES WEST
 JD1186'ALONG COUNTY ROAD HH, THENCE 0.9 MILE SOUTH ALONG COUNTY ROAD O,
 JD1186'THENCE 0.1 MILE EAST ALONG A PRIVATE DRIVEWAY, 175.0 FEET
 JD1186'WEST-SOUTHWEST OF R.M. 1, 98.8 FEET WEST OF THE STATION MARK,
 JD1186'12.5 FEET NORTH OF THE CENTERLINE OF THE DRIVEWY, 1.5 FEET SOUTH
 JD1186'OF A FENCE, ABOUT LEVEL WITH THE DRIVEWAY, AND SET IN THE TOP
 JD1186'OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0892 ***********************************************************************
 JE0892  DESIGNATION -  C 95
 JE0892  PID         -  JE0892
 JE0892  STATE/COUNTY-  MO/CASS
 JE0892  USGS QUAD   -  FREEMAN (1953)
 JE0892
 JE0892                         *CURRENT SURVEY CONTROL
 JE0892  ___________________________________________________________________
 JE0892* NAD 83(1986)-  38 37 01.     (N)    094 30 41.     (W)     SCALED    
 JE0892* NAVD 88     -       258.999  (meters)     849.73   (feet)  ADJUSTED  
 JE0892  ___________________________________________________________________
 JE0892  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE0892  DYNAMIC HT  -         258.821 (meters)     849.15  (feet)  COMP
 JE0892  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 JE0892
 JE0892  VERT ORDER  -  SECOND    CLASS 0
 JE0892
 JE0892.The horizontal coordinates were scaled from a topographic map and have
 JE0892.an estimated accuracy of +/- 6 seconds.
 JE0892
 JE0892.The orthometric height was determined by differential leveling
 JE0892.and adjusted by the National Geodetic Survey in June 1991..
 JE0892
 JE0892.The geoid height was determined by GEOID03.
 JE0892
 JE0892.The dynamic height is computed by dividing the NAVD 88
 JE0892.geopotential number by the normal gravity value computed on the
 JE0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0892.degrees latitude (g = 980.6199 gals.).
 JE0892
 JE0892.The modeled gravity was interpolated from observed gravity values.
 JE0892
 JE0892;                    North         East    Units  Estimated Accuracy
 JE0892;SPC MO W     -   271,930.      849,010.      MT  (+/- 180 meters Scaled)
 JE0892
 JE0892                          SUPERSEDED SURVEY CONTROL
 JE0892
 JE0892  NGVD 29 (??/??/92)  258.842  (m)          849.22   (f) ADJ UNCH    2 0
 JE0892
 JE0892.Superseded values are not recommended for survey control.
 JE0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0892.See file dsdata.txt to determine how the superseded data were derived.
 JE0892
 JE0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC684753(NAD 83)
 JE0892_MARKER: DB = BENCH MARK DISK
 JE0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0892_STAMPING: C 95 1934
 JE0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0892+STABILITY: SURFACE MOTION
 JE0892
 JE0892  HISTORY     - Date     Condition        Report By
 JE0892  HISTORY     - 1934     MONUMENTED       CGS
 JE0892  HISTORY     - 1977     MARK NOT FOUND   DOD
 JE0892
 JE0892                          STATION DESCRIPTION
 JE0892
 JE0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE0892'AT FREEMAN.
 JE0892'AT FREEMAN, CASS COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD,
 JE0892'0.1 MILE WEST OF THE STATION, 1-1/2 POLES WEST OF MILEPOST 307,
 JE0892'46 FEET NORTH OF THE TRACK, AND 5 FEET SOUTH OF A FENCE.  A
 JE0892'STANDARD DISK, STAMPED C 95 1934 AND SET IN THE TOP OF A
 JE0892'CONCRETE POST.
 JE0892
 JE0892                          STATION RECOVERY (1977)
 JE0892
 JE0892'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 JE0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0896 ***********************************************************************
 JD0896  DESIGNATION -  C 96
 JD0896  PID         -  JD0896
 JD0896  STATE/COUNTY-  MO/PETTIS
 JD0896  USGS QUAD   -  SEDALIA EAST (1973)
 JD0896
 JD0896                         *CURRENT SURVEY CONTROL
 JD0896  ___________________________________________________________________
 JD0896* NAD 83(1986)-  38 42 40.     (N)    093 13 39.     (W)     SCALED    
 JD0896* NAVD 88     -       271.969  (meters)     892.28   (feet)  ADJUSTED  
 JD0896  ___________________________________________________________________
 JD0896  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0896  DYNAMIC HT  -         271.785 (meters)     891.68  (feet)  COMP
 JD0896  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 JD0896
 JD0896  VERT ORDER  -  SECOND    CLASS 0
 JD0896
 JD0896.The horizontal coordinates were scaled from a topographic map and have
 JD0896.an estimated accuracy of +/- 6 seconds.
 JD0896
 JD0896.The orthometric height was determined by differential leveling
 JD0896.and adjusted by the National Geodetic Survey in June 1991..
 JD0896
 JD0896.The geoid height was determined by GEOID03.
 JD0896
 JD0896.The dynamic height is computed by dividing the NAVD 88
 JD0896.geopotential number by the normal gravity value computed on the
 JD0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0896.degrees latitude (g = 980.6199 gals.).
 JD0896
 JD0896.The modeled gravity was interpolated from observed gravity values.
 JD0896
 JD0896;                    North         East    Units  Estimated Accuracy
 JD0896;SPC MO C     -   319,610.      436,730.      MT  (+/- 180 meters Scaled)
 JD0896
 JD0896                          SUPERSEDED SURVEY CONTROL
 JD0896
 JD0896  NGVD 29 (??/??/92)  271.895  (m)          892.04   (f) ADJ UNCH    2 0
 JD0896
 JD0896.Superseded values are not recommended for survey control.
 JD0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0896.See file dsdata.txt to determine how the superseded data were derived.
 JD0896
 JD0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC802847(NAD 83)
 JD0896_MARKER: DB = BENCH MARK DISK
 JD0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0896_SP_SET: CONCRETE POST
 JD0896_STAMPING: C 96 1935
 JD0896_MARK LOGO: CGS   
 JD0896_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JD0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0896+STABILITY: SURFACE MOTION
 JD0896
 JD0896  HISTORY     - Date     Condition        Report By
 JD0896  HISTORY     - 1935     MONUMENTED       CGS
 JD0896  HISTORY     - 1946     MARK NOT FOUND   NGS
 JD0896  HISTORY     - 19601231 GOOD             USGS
 JD0896
 JD0896                          STATION DESCRIPTION
 JD0896
 JD0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0896'AT SEDALIA.
 JD0896'AT SEDALIA, PETTIS COUNTY, 3 RAILS EAST OF THE MISSOURI PACIFIC
 JD0896'RAILROAD PASSENGER STATION, 45 FEET WEST OF OHIO STREET, AND
 JD0896'60 FEET NORTH OF THE NORTH MAIN TRACK.  A STANDARD DISK, STAMPED
 JD0896'C 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JD0896
 JD0896                          STATION RECOVERY (1960)
 JD0896
 JD0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JD0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0723 ***********************************************************************
 JD0723  DESIGNATION -  C 97
 JD0723  PID         -  JD0723
 JD0723  STATE/COUNTY-  MO/SALINE
 JD0723  USGS QUAD   -  HOUSTONIA (1973)
 JD0723
 JD0723                         *CURRENT SURVEY CONTROL
 JD0723  ___________________________________________________________________
 JD0723* NAD 83(1997)-  38 58 23.98125(N)    093 19 59.06681(W)     ADJUSTED  
 JD0723* NAVD 88     -       227.530  (meters)     746.49   (feet)  ADJUSTED  
 JD0723  ___________________________________________________________________
 JD0723  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 JD0723  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0723  DYNAMIC HT  -         227.386 (meters)     746.02  (feet)  COMP
 JD0723  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 JD0723
 JD0723  HORZ ORDER  -  SECOND
 JD0723  VERT ORDER  -  SECOND    CLASS 0
 JD0723
 JD0723.The horizontal coordinates were established by classical geodetic methods
 JD0723.and adjusted by the National Geodetic Survey in February 2000..
 JD0723
 JD0723.The orthometric height was determined by differential leveling
 JD0723.and adjusted by the National Geodetic Survey in June 1991..
 JD0723
 JD0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0723
 JD0723.The geoid height was determined by GEOID03.
 JD0723
 JD0723.The dynamic height is computed by dividing the NAVD 88
 JD0723.geopotential number by the normal gravity value computed on the
 JD0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0723.degrees latitude (g = 980.6199 gals.).
 JD0723
 JD0723.The modeled gravity was interpolated from observed gravity values.
 JD0723
 JD0723;                    North         East     Units Scale Factor Converg.
 JD0723;SPC MO C     -   348,800.103   427,810.975   MT  0.99999748   -0 31 26.4
 JD0723;UTM  15      - 4,313,869.530   471,147.669   MT  0.99961025   -0 12 34.2
 JD0723
 JD0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0723!SPC MO C     -   0.99996943  x   0.99999748  =   0.99996691
 JD0723!UTM  15      -   0.99996943  x   0.99961025  =   0.99957969
 JD0723
 JD0723                          SUPERSEDED SURVEY CONTROL
 JD0723
 JD0723  NAD 83(1997)-  38 58 23.98433(N)    093 19 59.06876(W) AD(       ) 2
 JD0723  NAD 83(1986)-  38 58 23.98851(N)    093 19 59.06836(W) AD(       ) 2
 JD0723  NAD 27      -  38 58 23.92010(N)    093 19 58.31460(W) AD(       ) 2
 JD0723  NGVD 29 (??/??/92)  227.41   (m)          746.1    (f) COMPUTED    2 0
 JD0723
 JD0723.Superseded values are not recommended for survey control.
 JD0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0723.See file dsdata.txt to determine how the superseded data were derived.
 JD0723
 JD0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD7114813870(NAD 83)
 JD0723_MARKER: DB = BENCH MARK DISK
 JD0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0723_STAMPING: C 97 1935
 JD0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0723+STABILITY: SURFACE MOTION
 JD0723
 JD0723  HISTORY     - Date     Condition        Report By
 JD0723  HISTORY     - 1949     MONUMENTED       CGS
 JD0723  HISTORY     - 1960     GOOD             NGS
 JD0723
 JD0723                          STATION DESCRIPTION
 JD0723
 JD0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JD0723'BENCH MARK C 97 IS LOCATED IN THE
 JD0723'SOUTHEAST CORNER OF A FARM HOME YARD, 62 FEET SOUTH-SOUTHEAST
 JD0723'OF THE SOUTHEAST CORNER OF A FARM HOUSE, 39.5 FEET NORTH OF THE
 JD0723'CENTER OF U.S. HIGHWAY NO. 40, AND 17 FEET SOUTH OF AN ELM TREE.
 JD0723'IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A SIX INCH
 JD0723'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS STAMPED,
 JD0723'C 97 1935.
 JD0723'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 40
 JD0723'AND STATE HIGHWAY NO. 127 IN THE NORTH EDGE OF THE TOWN OF
 JD0723'SWEET SPRINGS, GO EAST ON U.S. HIGHWAY NO. 40 FOR 4.5 MILES
 JD0723'TO THE TOP OF A GRADE AND THE STATION ON THE LEFT.
 JD0723
 JD0723                          STATION RECOVERY (1960)
 JD0723
 JD0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JD0723'0.8 MI N FROM SWEET SPRINGS.
 JD0723'0.8 MILE NORTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 JD0723'RAILROAD STATION AT SWEET SPRINGS, THENCE 4.6 MILES EAST ALONG
 JD0723'U.S. HIGHWAY 40, AT THE BEN F. HAL FARM RESIDENCE, 62 FEET
 JD0723'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 38 FEET NORTH
 JD0723'OF THE CENTER OF U.S. HIGHWAY 40, 9 FEET NORTH OF A SMALL HEDGE,
 JD0723'AND 1 FOOT WEST OF A STEEL WITNESS POST.  A STANDARD DISK,
 JD0723'STAMPED C 97 1935 AND SET IN A CONCRETE POST WHICH PROJECTS
 JD0723'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0724 ***********************************************************************
 JD0724  DESIGNATION -  C 97 RESET
 JD0724  PID         -  JD0724
 JD0724  STATE/COUNTY-  MO/SALINE
 JD0724  USGS QUAD   -  HOUSTONIA (1973)
 JD0724
 JD0724                         *CURRENT SURVEY CONTROL
 JD0724  ___________________________________________________________________
 JD0724* NAD 83(1997)-  38 58 27.07593(N)    093 19 59.08313(W)     ADJUSTED  
 JD0724* NAVD 88     -       228.419  (meters)     749.40   (feet)  ADJUSTED  
 JD0724  ___________________________________________________________________
 JD0724  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 JD0724  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0724  DYNAMIC HT  -         228.273 (meters)     748.93  (feet)  COMP
 JD0724  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 JD0724
 JD0724  HORZ ORDER  -  SECOND
 JD0724  VERT ORDER  -  SECOND    CLASS 0
 JD0724
 JD0724.The horizontal coordinates were established by classical geodetic methods
 JD0724.and adjusted by the National Geodetic Survey in February 2000..
 JD0724
 JD0724.The orthometric height was determined by differential leveling
 JD0724.and adjusted by the National Geodetic Survey in June 1991..
 JD0724
 JD0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0724
 JD0724.The geoid height was determined by GEOID03.
 JD0724
 JD0724.The dynamic height is computed by dividing the NAVD 88
 JD0724.geopotential number by the normal gravity value computed on the
 JD0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0724.degrees latitude (g = 980.6199 gals.).
 JD0724
 JD0724.The modeled gravity was interpolated from observed gravity values.
 JD0724
 JD0724;                    North         East     Units Scale Factor Converg.
 JD0724;SPC MO C     -   348,895.535   427,811.455   MT  0.99999748   -0 31 26.4
 JD0724;UTM  15      - 4,313,964.926   471,147.625   MT  0.99961025   -0 12 34.2
 JD0724
 JD0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0724!SPC MO C     -   0.99996929  x   0.99999748  =   0.99996677
 JD0724!UTM  15      -   0.99996929  x   0.99961025  =   0.99957955
 JD0724
 JD0724                          SUPERSEDED SURVEY CONTROL
 JD0724
 JD0724  NAD 83(1997)-  38 58 27.07900(N)    093 19 59.08508(W) AD(       ) 2
 JD0724  NAD 83(1986)-  38 58 27.08346(N)    093 19 59.08414(W) AD(       ) 2
 JD0724  NAD 27      -  38 58 27.01503(N)    093 19 58.33008(W) AD(       ) 2
 JD0724  NGVD 29 (??/??/92)  228.334  (m)          749.13   (f) ADJ UNCH    2 0
 JD0724
 JD0724.Superseded values are not recommended for survey control.
 JD0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0724.See file dsdata.txt to determine how the superseded data were derived.
 JD0724
 JD0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD7114813965(NAD 83)
 JD0724_MARKER: DB = BENCH MARK DISK
 JD0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0724_STAMPING: C 97 1935 RESET 1961
 JD0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0724+STABILITY: SURFACE MOTION
 JD0724
 JD0724  HISTORY     - Date     Condition        Report By
 JD0724  HISTORY     - 1961     MONUMENTED       CGS
 JD0724  HISTORY     - 1962     GOOD             NGS
 JD0724
 JD0724                          STATION DESCRIPTION
 JD0724
 JD0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JD0724'A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 JD0724'DISK STAMPED C 97 1935 RESET 1961 SET IN THE TOP OF A CYLINDRICAL
 JD0724'CONCRETE MONUMENT 12 INCHES IN DIAMETER WHICH PROJECTS ABOUT 2
 JD0724'INCHES ABOVE THE GROUND.  IT IS 85.5 FEET SOUTHEAST OF THE
 JD0724'SOUTHEAST CORNER OF THE HALL RESIDENCE, 35.0 FEET NORTH OF THE
 JD0724'CENTER OF GRAVELED ROAD AND 1.0 FOOT WEST OF METAL WITNESS POST
 JD0724'WITH SIGN.
 JD0724'
 JD0724'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 JD0724'STATE HIGHWAY 127, IN THE NORTH EDGE OF SWEET SPRINGS, GO EAST
 JD0724'ON U.S. HIGHWAY 40 FOR 4.0 MILES TO THE AZIMUTH MARK ON SOUTH
 JD0724'SIDE OF HIGHWAY, CONTINUE EAST ON U.S. HIGHWAY 40 FOR 0.25 MILE
 JD0724'TO SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.05
 JD0724'MILE TO EAST-WEST ROAD.  TURN RIGHT AND GO EAST ON GRAVELED ROAD
 JD0724'FOR 0.25 MILE TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 JD0724
 JD0724                          STATION RECOVERY (1962)
 JD0724
 JD0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0724'5.5 MI NE FROM SWEET SPRINGS.
 JD0724'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0724'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 4.7 MILES
 JD0724'EAST ALONG INTERSTATE 70, IN THE FRONT YARD OF A PRIVATE HOME,
 JD0724'79 FEET EAST OF HALL 2, 105 FEET EAST OF RM 4, 1.1 FEET WEST
 JD0724'OF A WITNESS POST, ABOUT LEVEL WITH THE COUNTY ROAD, AND SET
 JD0724'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0648 ***********************************************************************
 KD0648  DESIGNATION -  C 98
 KD0648  PID         -  KD0648
 KD0648  STATE/COUNTY-  MO/LAFAYETTE
 KD0648  USGS QUAD   -  LEXINGTON EAST (1978)
 KD0648
 KD0648                         *CURRENT SURVEY CONTROL
 KD0648  ___________________________________________________________________
 KD0648* NAD 83(1986)-  39 08 58.     (N)    093 46 40.     (W)     SCALED    
 KD0648* NAVD 88     -       213.389  (meters)     700.09   (feet)  ADJUSTED  
 KD0648  ___________________________________________________________________
 KD0648  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0648  DYNAMIC HT  -         213.256 (meters)     699.66  (feet)  COMP
 KD0648  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 KD0648
 KD0648  VERT ORDER  -  SECOND    CLASS 0
 KD0648
 KD0648.The horizontal coordinates were scaled from a topographic map and have
 KD0648.an estimated accuracy of +/- 6 seconds.
 KD0648
 KD0648.The orthometric height was determined by differential leveling
 KD0648.and adjusted by the National Geodetic Survey in June 1991..
 KD0648
 KD0648.The geoid height was determined by GEOID03.
 KD0648
 KD0648.The dynamic height is computed by dividing the NAVD 88
 KD0648.geopotential number by the normal gravity value computed on the
 KD0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0648.degrees latitude (g = 980.6199 gals.).
 KD0648
 KD0648.The modeled gravity was interpolated from observed gravity values.
 KD0648
 KD0648;                    North         East    Units  Estimated Accuracy
 KD0648;SPC MO W     -   331,290.      912,430.      MT  (+/- 180 meters Scaled)
 KD0648
 KD0648                          SUPERSEDED SURVEY CONTROL
 KD0648
 KD0648  NGVD 29 (??/??/92)  213.304  (m)          699.81   (f) ADJ UNCH    2 0
 KD0648
 KD0648.Superseded values are not recommended for survey control.
 KD0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0648.See file dsdata.txt to determine how the superseded data were derived.
 KD0648
 KD0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD327336(NAD 83)
 KD0648_MARKER: DB = BENCH MARK DISK
 KD0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0648_STAMPING: C 98 1935
 KD0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0648+STABILITY: SURFACE MOTION
 KD0648
 KD0648  HISTORY     - Date     Condition        Report By
 KD0648  HISTORY     - 1935     MONUMENTED       CGS
 KD0648  HISTORY     - 1962     GOOD             NGS
 KD0648
 KD0648                          STATION DESCRIPTION
 KD0648
 KD0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0648'5.8 MI E FROM LEXINGTON.
 KD0648'5.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0648'STATION AT LEXINGTON, AT A COUNTY ROAD CROSSING AT MILEAGE
 KD0648'MARKER 238.6, 51 FEET NORTH OF THE CENTER OF THE INTERSECTION,
 KD0648'36 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.1 FEET SOUTHEAST
 KD0648'OF A WITNESS POST, ABOUT 4 FEET BELOW THE TRACKS, AND SET
 KD0648'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0845 ***********************************************************************
 JC0845  DESIGNATION -  C 99
 JC0845  PID         -  JC0845
 JC0845  STATE/COUNTY-  MO/OSAGE
 JC0845  USGS QUAD   -  FREEBURG (1981)
 JC0845
 JC0845                         *CURRENT SURVEY CONTROL
 JC0845  ___________________________________________________________________
 JC0845* NAD 83(1986)-  38 18 00.     (N)    091 59 35.     (W)     SCALED    
 JC0845* NAVD 88     -       206.304  (meters)     676.85   (feet)  ADJUSTED  
 JC0845  ___________________________________________________________________
 JC0845  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JC0845  DYNAMIC HT  -         206.161 (meters)     676.38  (feet)  COMP
 JC0845  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 JC0845
 JC0845  VERT ORDER  -  SECOND    CLASS 0
 JC0845
 JC0845.The horizontal coordinates were scaled from a topographic map and have
 JC0845.an estimated accuracy of +/- 6 seconds.
 JC0845
 JC0845.The orthometric height was determined by differential leveling
 JC0845.and adjusted by the National Geodetic Survey in June 1991..
 JC0845
 JC0845.The geoid height was determined by GEOID03.
 JC0845
 JC0845.The dynamic height is computed by dividing the NAVD 88
 JC0845.geopotential number by the normal gravity value computed on the
 JC0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0845.degrees latitude (g = 980.6199 gals.).
 JC0845
 JC0845.The modeled gravity was interpolated from observed gravity values.
 JC0845
 JC0845;                    North         East    Units  Estimated Accuracy
 JC0845;SPC MO C     -   273,850.      544,340.      MT  (+/- 180 meters Scaled)
 JC0845
 JC0845                          SUPERSEDED SURVEY CONTROL
 JC0845
 JC0845  NGVD 29 (??/??/92)  206.294  (m)          676.82   (f) ADJ UNCH    2 0
 JC0845
 JC0845.Superseded values are not recommended for survey control.
 JC0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0845.See file dsdata.txt to determine how the superseded data were derived.
 JC0845
 JC0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC880395(NAD 83)
 JC0845_MARKER: DB = BENCH MARK DISK
 JC0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0845_STAMPING: C 99 1935
 JC0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0845+STABILITY: SURFACE MOTION
 JC0845
 JC0845  HISTORY     - Date     Condition        Report By
 JC0845  HISTORY     - 1935     MONUMENTED       CGS
 JC0845  HISTORY     - 1974     MARK NOT FOUND   USGS
 JC0845
 JC0845                          STATION DESCRIPTION
 JC0845
 JC0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0845'1.8 MI NE FROM ARGYLE.
 JC0845'1.8 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0845'RAILROAD FROM THE STATION AT ARGYLE, OSAGE COUNTY, 5.1 MILES
 JC0845'WEST OF THE STATION AT FREEBURG, 7 POLES SOUTH OF MILEPOST 123,
 JC0845'AT THE JOE KAMPETER FARM, AT THE CROSSING OF A ROAD LEADING
 JC0845'TO THE CABLE BRIDGE OVER BIG MARIES RIVER, 30 FEET NORTH OF THE
 JC0845'ROAD, AND 30 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 JC0845'C 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JC0845
 JC0845                          STATION RECOVERY (1974)
 JC0845
 JC0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JC0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0780 ***********************************************************************
 JC0780  DESIGNATION -  C W A 956
 JC0780  PID         -  JC0780
 JC0780  STATE/COUNTY-  MO/CRAWFORD
 JC0780  USGS QUAD   -  SULLIVAN (1980)
 JC0780
 JC0780                         *CURRENT SURVEY CONTROL
 JC0780  ___________________________________________________________________
 JC0780* NAD 83(1986)-  38 09 08.     (N)    091 14 46.     (W)     SCALED    
 JC0780* NAVD 88     -       291.413  (meters)     956.08   (feet)  ADJUSTED  
 JC0780  ___________________________________________________________________
 JC0780  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 JC0780  DYNAMIC HT  -         291.209 (meters)     955.41  (feet)  COMP
 JC0780  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 JC0780
 JC0780  VERT ORDER  -  FIRST     CLASS II
 JC0780
 JC0780.The horizontal coordinates were scaled from a topographic map and have
 JC0780.an estimated accuracy of +/- 6 seconds.
 JC0780
 JC0780.The orthometric height was determined by differential leveling
 JC0780.and adjusted by the National Geodetic Survey in June 1991..
 JC0780
 JC0780.The geoid height was determined by GEOID03.
 JC0780
 JC0780.The dynamic height is computed by dividing the NAVD 88
 JC0780.geopotential number by the normal gravity value computed on the
 JC0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0780.degrees latitude (g = 980.6199 gals.).
 JC0780
 JC0780.The modeled gravity was interpolated from observed gravity values.
 JC0780
 JC0780;                    North         East    Units  Estimated Accuracy
 JC0780;SPC MO E     -   257,590.      184,610.      MT  (+/- 180 meters Scaled)
 JC0780
 JC0780                          SUPERSEDED SURVEY CONTROL
 JC0780
 JC0780  NGVD 29 (??/??/92)  291.421  (m)          956.10   (f) ADJ UNCH    1 2
 JC0780
 JC0780.Superseded values are not recommended for survey control.
 JC0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0780.See file dsdata.txt to determine how the superseded data were derived.
 JC0780
 JC0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC536241(NAD 83)
 JC0780_MARKER: DD = SURVEY DISK
 JC0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0780_SP_SET: STEP
 JC0780_STAMPING: C W A 956 919 1934
 JC0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0780
 JC0780  HISTORY     - Date     Condition        Report By
 JC0780  HISTORY     - 1934     MONUMENTED       USGS
 JC0780  HISTORY     - 1949     GOOD             NGS
 JC0780
 JC0780                          STATION DESCRIPTION
 JC0780
 JC0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0780'AT BOURBON.
 JC0780'AT BOURBON, ABOUT 0.1 MILE NORTHEAST ALONG THE ST. LOUIS-SAN
 JC0780'FRANCISCO RAILWAY FROM THE STATION, AT MILE POLE 74-13, SET ON THE
 JC0780'TOP OF THE MIDDLE STEP AT THE NORTHEAST END OF CONCRETE PORCH OF
 JC0780'BOURBON HOTEL, 78 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 JC0780'TRACK, 1.3 FEET EAST OF BM 0 - 967 (USGS), 0.5 FOOT EAST OF THE
 JC0780'NORTHEAST CORNER OF THE BUILDING AND 1 FOOT ABOVE THE LEVEL OF
 JC0780'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0400 ***********************************************************************
 JC0400  DESIGNATION -  C=466
 JC0400  PID         -  JC0400
 JC0400  STATE/COUNTY-  MO/FRANKLIN
 JC0400  USGS QUAD   -  PACIFIC (1974)
 JC0400
 JC0400                         *CURRENT SURVEY CONTROL
 JC0400  ___________________________________________________________________
 JC0400* NAD 83(1986)-  38 28 56.     (N)    090 44 27.     (W)     SCALED    
 JC0400* NAVD 88     -       142.121  (meters)     466.28   (feet)  ADJUSTED  
 JC0400  ___________________________________________________________________
 JC0400  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JC0400  DYNAMIC HT  -         142.029 (meters)     465.97  (feet)  COMP
 JC0400  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 JC0400
 JC0400  VERT ORDER  -  FIRST     CLASS I
 JC0400
 JC0400.The horizontal coordinates were scaled from a topographic map and have
 JC0400.an estimated accuracy of +/- 6 seconds.
 JC0400
 JC0400.The orthometric height was determined by differential leveling
 JC0400.and adjusted by the National Geodetic Survey in June 1991..
 JC0400
 JC0400.The geoid height was determined by GEOID03.
 JC0400
 JC0400.The dynamic height is computed by dividing the NAVD 88
 JC0400.geopotential number by the normal gravity value computed on the
 JC0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0400.degrees latitude (g = 980.6199 gals.).
 JC0400
 JC0400.The modeled gravity was interpolated from observed gravity values.
 JC0400
 JC0400;                    North         East    Units  Estimated Accuracy
 JC0400;SPC MO E     -   293,980.      228,990.      MT  (+/- 180 meters Scaled)
 JC0400
 JC0400                          SUPERSEDED SURVEY CONTROL
 JC0400
 JC0400  NGVD 29 (??/??/92)  142.197  (m)          466.52   (f) ADJ UNCH    1 1
 JC0400
 JC0400.Superseded values are not recommended for survey control.
 JC0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0400.See file dsdata.txt to determine how the superseded data were derived.
 JC0400
 JC0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC970617(NAD 83)
 JC0400_MARKER: DD = SURVEY DISK
 JC0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0400_SP_SET: BUILDING
 JC0400_STAMPING: 466
 JC0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0400+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2003
 JC0400
 JC0400  HISTORY     - Date     Condition        Report By
 JC0400  HISTORY     - UNK      MONUMENTED       USGS
 JC0400  HISTORY     - 1969     GOOD             NGS
 JC0400  HISTORY     - 20030906 GOOD             GEOCAC
 JC0400
 JC0400                          STATION DESCRIPTION
 JC0400
 JC0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0400'AT PACIFIC.
 JC0400'AT PACIFIC, ABOUT 150 YARDS NORTHWEST OF AND ACROSS ST. LOUIS
 JC0400'STREET AND THE MISSOURI PACIFIC RAILROAD FROM THE STATION,
 JC0400'AT THE NORTHEAST CORNER OF THE INTERSECTION OF ST LOUIS AND
 JC0400'FIRST STREET, AT THE SOUTHEAST CORNER OF A TWO-STORIED BRICK
 JC0400'BUILDING, SET VERTICALLY WITH SCREWS ON THE SOUTH FACE OF A
 JC0400'CAST IRON STRIP ALONG THE SOUTH SIDE OF THE BUILDING, 78.8
 JC0400'FEET EAST OF THE EAST CURB OF 1ST STREET, 12 FEET NORTH OF THE
 JC0400'NORTH CURB OF ST LOUIS STREET, 1.6 FEET WEST OF THE SOUTHEAST
 JC0400'CORNER OF THE BUILDING AND 0.8 FOOT ABOVE THE LEVEL OF THE
 JC0400'SIDEWALK.  SEC. 12, T 34N, R 2 E.
 JC0400
 JC0400                          STATION RECOVERY (2003)
 JC0400
 JC0400'RECOVERY NOTE BY GEOCACHING 2003 (KHK)
 JC0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1122 ***********************************************************************
 HD1122  DESIGNATION -  CABOOL
 HD1122  PID         -  HD1122
 HD1122  STATE/COUNTY-  MO/TEXAS
 HD1122  USGS QUAD   -  CABOOL SW (1985)
 HD1122
 HD1122                         *CURRENT SURVEY CONTROL
 HD1122  ___________________________________________________________________
 HD1122* NAD 83(1997)-  37 07 28.76201(N)    092 08 14.03736(W)     ADJUSTED  
 HD1122* NAVD 88     -       445.7    (meters)    1462.     (feet)  VERTCON   
 HD1122  ___________________________________________________________________
 HD1122  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 HD1122  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HD1122
 HD1122  HORZ ORDER  -  SECOND
 HD1122
 HD1122.The horizontal coordinates were established by classical geodetic methods
 HD1122.and adjusted by the National Geodetic Survey in February 2000..
 HD1122
 HD1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1122
 HD1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1122
 HD1122.The geoid height was determined by GEOID03.
 HD1122
 HD1122;                    North         East     Units Scale Factor Converg.
 HD1122;SPC MO C     -   143,347.441   532,235.653   MT  0.99994613   +0 13 08.2
 HD1122;UTM  15      - 4,109,049.309   576,640.945   MT  0.99967236   +0 31 14.7
 HD1122
 HD1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1122!SPC MO C     -   0.99993468  x   0.99994613  =   0.99988081
 HD1122!UTM  15      -   0.99993468  x   0.99967236  =   0.99960706
 HD1122
 HD1122:                Primary Azimuth Mark                     Grid Az
 HD1122:SPC MO C     -  CABOOL AZ MK                             108 13 52.3
 HD1122:UTM  15      -  CABOOL AZ MK                             107 55 45.8
 HD1122
 HD1122|---------------------------------------------------------------------|
 HD1122| PID    Reference Object                     Distance      Geod. Az  |
 HD1122|                                                           dddmmss.s |
 HD1122| HD1119 CABOOL AZ MK                        APPROX. 2.0 KM 1082700.5 |
 HD1122| CN5812 CABOOL RM 1                          12.297 METERS 13004     |
 HD1122| CN5813 CABOOL RM 2                          13.129 METERS 31011     |
 HD1122|---------------------------------------------------------------------|
 HD1122
 HD1122                          SUPERSEDED SURVEY CONTROL
 HD1122
 HD1122  NAD 83(1986)-  37 07 28.77344(N)    092 08 14.03588(W) AD(       ) 2
 HD1122  NAD 27      -  37 07 28.58504(N)    092 08 13.46515(W) AD(       ) 2
 HD1122  NGVD 29 (07/19/86)  445.5    (m)         1462.     (f) VERT ANG       
 HD1122
 HD1122.Superseded values are not recommended for survey control.
 HD1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1122.See file dsdata.txt to determine how the superseded data were derived.
 HD1122
 HD1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7664109049(NAD 83)
 HD1122_MARKER: DS = TRIANGULATION STATION DISK
 HD1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1122
 HD1122  HISTORY     - Date     Condition        Report By
 HD1122  HISTORY     - 1978     MONUMENTED       NGS
 HD1122  HISTORY     - 20000118 MARK NOT FOUND   MODNR
 HD1122
 HD1122                          STATION DESCRIPTION
 HD1122
 HD1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1122'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CABOOL, ON A
 HD1122'CUTBANK ABOVE U.S. HIGHWAY 60 BYPASS, IN THE NORTHWEST 1/4 OF
 HD1122'SECTION 10, T 28 N, R 11 W, AND ON STATE PROPERTY, PERMISSION
 HD1122'GRANTED BY MR. MCKINNEY, DISTRICT NUMBER 9 ENGINEER, POST
 HD1122'OFFICE BOX 220, WILLOW SPRINGS MISSOURI, PHONE NUMBER 469-3134
 HD1122'
 HD1122'TO REACH THE STATION FROM THE JUNCTION OF OZARK STREET,
 HD1122'CEDAR STREET AND U.S. HIGHWAY BUSINESS 60, JUST NORTH OF THE
 HD1122'POST OFFICE IN CABOOL, GO WEST ON U.S. HIGHWAY BUSINESS 60
 HD1122'FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 181 ON THE LEFT.
 HD1122'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 181 FOR 0.55
 HD1122'MILE TO THE OVERPASS OF U.S. HIGHWAY 60 BYPASS.  CONTINUE
 HD1122'SOUTH FOR 0.1 MILE TO A CROSSROAD, TURN RIGHT AND GO WESTERLY
 HD1122'ON COUNTY ROAD AD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 HD1122'RIGHT, CONTINUE WESTERLY FOR 0.6 MILE TO A SIDE ROAD RIGHT
 HD1122'AND A DRIVEWAY ON THE LEFT.  TURN RIGHT AND GO NORTH ON A
 HD1122'GRAVEL ROAD FOR 1.25 MILES TO THE STATION ON THE RIGHT, ON
 HD1122'A CUTBANK ABOVE U.S. HIGHWAY 60 BYPASS.
 HD1122'
 HD1122'THE STATION MARKS ARE, STANDARD DISKS
 HD1122'STAMPED---CABOOL 1978---.
 HD1122'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HD1122'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND
 HD1122'HAS A METAL ROD EMBEDDED IN THE MONUMENT. IT IS 110 FEET
 HD1122'NORTH-NORTHWEST OF THE CENTER OF A DRIVEWAY,
 HD1122'37 FEET NORTH-NORTHEAST OF THE CENTER OF A GRAVEL
 HD1122'ROAD, 10 FEET SOUTH-SOUTHWEST OF THE EDGE OF A CUTBANK AND
 HD1122'2.2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  IT IS
 HD1122'APPROXIMATELY 130 FEET ABOVE U.S. HIGHWAY 60 BYPASS.  THE
 HD1122'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HD1122'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 HD1122'
 HD1122'REFERENCE MARK 1, A STANDARD DISK
 HD1122'STAMPED---CABOOL NO 1 1978---,
 HD1122'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 HD1122'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 77 FEET NORTH OF
 HD1122'THE CENTER OF THE DRIVEWAY, 35 FEET
 HD1122'NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, 13 FEET
 HD1122'SOUTHEAST OF THE EDGE OF THE CUTBANK AND 2.1 FEET NORTHEAST
 HD1122'OF A METAL WITNESS POST.
 HD1122'
 HD1122'REFERENCE MARK 2, A STANDARD DISK
 HD1122'STAMPED---CABOOL NO 2 1978---IS SET IN THE TOP OF A
 HD1122'12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 HD1122'THE GROUND SURFACE.  IT IS 33 FEET NORTHEAST OF THE
 HD1122'CENTER OF THE GRAVEL ROAD, 9 FEET SOUTHWEST
 HD1122'OF THE EDGE OF THE CUTBANK AND 1.8 FEET NORTHEAST OF A METAL
 HD1122'WITNESS POST.
 HD1122'
 HD1122'THE AZIMUTH MARKS ARE STANDARD DISKS
 HD1122'STAMPED---CABOOL 1978---.  THE SURFACE DISK IS SET IN THE
 HD1122'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 HD1122'FLUSH WITH THE GROUND SURFACE AND HAS A METAL ROD EMBEDDED
 HD1122'IN THE MONUMENT.  IT IS 224 FEET NORTH OF THE CENTER
 HD1122'OF COUNTY ROAD AD, 92 FEET NORTHWEST OF
 HD1122'THE NORTHWEST EDGE OF A CIRCULAR DRIVE, 3.2 FEET NORTHEAST
 HD1122'OF A METAL WITNESS POST AND 3.1 FEET NORTH-NORTHWEST OF A
 HD1122'FENCE CORNER.  IT IS ON A CUTBANK AND IS APPROXIMATELY 50
 HD1122'FEET ABOVE U.S. HIGHWAY 60 BYPASS.  THE UNDERGROUND DISK IS
 HD1122'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES
 HD1122'BELOW THE GROUND SURFACE.
 HD1122'
 HD1122'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.7 METERS.
 HD1122
 HD1122                          STATION RECOVERY (2000)
 HD1122
 HD1122'RECOVERY NOTE BY MO DEPT OF NAT RES 2000 (BDC)
 HD1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1119 ***********************************************************************
 HD1119  DESIGNATION -  CABOOL AZ MK
 HD1119  PID         -  HD1119
 HD1119  STATE/COUNTY-  MO/TEXAS
 HD1119  USGS QUAD   -  CABOOL SE (1985)
 HD1119
 HD1119                         *CURRENT SURVEY CONTROL
 HD1119  ___________________________________________________________________
 HD1119* NAD 83(1997)-  37 07 08.03849(N)    092 06 56.49682(W)     ADJUSTED  
 HD1119* NAVD 88     -       403.9    (meters)    1325.     (feet)  VERTCON   
 HD1119  ___________________________________________________________________
 HD1119  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 HD1119  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 HD1119
 HD1119  HORZ ORDER  -  SECOND
 HD1119
 HD1119.The horizontal coordinates were established by classical geodetic methods
 HD1119.and adjusted by the National Geodetic Survey in February 2000..
 HD1119
 HD1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1119
 HD1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1119
 HD1119.The geoid height was determined by GEOID03.
 HD1119
 HD1119;                    North         East     Units Scale Factor Converg.
 HD1119;SPC MO C     -   142,716.151   534,152.214   MT  0.99994770   +0 13 54.9
 HD1119;UTM  15      - 4,108,428.292   578,560.281   MT  0.99967603   +0 32 01.3
 HD1119
 HD1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1119!SPC MO C     -   0.99994124  x   0.99994770  =   0.99988894
 HD1119!UTM  15      -   0.99994124  x   0.99967603  =   0.99961729
 HD1119
 HD1119:                Primary Azimuth Mark                     Grid Az
 HD1119:SPC MO C     -  CABOOL MUN TANK                          051 15 07.4
 HD1119:UTM  15      -  CABOOL MUN TANK                          050 57 01.0
 HD1119
 HD1119|---------------------------------------------------------------------|
 HD1119| PID    Reference Object                     Distance      Geod. Az  |
 HD1119|                                                           dddmmss.s |
 HD1119| HD1114 CABOOL MUN TANK                     APPROX. 1.3 KM 0512902.3 |
 HD1119| HD1118 CABOOL S MUN TANK                   APPROX. 0.7 KM 0780505.5 |
 HD1119| HD1122 CABOOL                              APPROX. 2.0 KM 2882747.3 |
 HD1119|---------------------------------------------------------------------|
 HD1119
 HD1119                          SUPERSEDED SURVEY CONTROL
 HD1119
 HD1119  NAD 83(1986)-  37 07 08.04996(N)    092 06 56.49535(W) AD(       ) 2
 HD1119  NAD 27      -  37 07 07.86125(N)    092 06 55.92691(W) AD(       ) 2
 HD1119  NGVD 29 (07/19/86)  403.7    (m)         1324.     (f) VERT ANG       
 HD1119
 HD1119.Superseded values are not recommended for survey control.
 HD1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1119.See file dsdata.txt to determine how the superseded data were derived.
 HD1119
 HD1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7856008428(NAD 83)
 HD1119_MARKER: DS = TRIANGULATION STATION DISK
 HD1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1119+STABILITY: SURFACE MOTION
 HD1119
 HD1119  HISTORY     - Date     Condition        Report By
 HD1119  HISTORY     - 1978     MONUMENTED       NGS
 HD1119
 HD1119                          STATION DESCRIPTION
 HD1119
 HD1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1119'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF CABOOL, ON
 HD1119'A CUTBANK THAT IS APPROXIMATELY 50 FEET ABOVE U.S. HIGHWAY 60
 HD1119'BYPASS, IN THE SOUTHWEST 1/4 OF SECTION 25, T 28 N, R 11 W,
 HD1119'AND ON STATE PROPERTY.  PERMISSION WAS GRANTED BY MR. MCKINNEY,
 HD1119'DISTRICT NUMBER 9 ENGINEERS, POST OFFICE BOX 220, WILLOW
 HD1119'SPRINGS MISSOURI, PHONE NUMBER 469-3134.  A TRAVERSE
 HD1119'CONNECTION WAS MADE TO TRIANGULATION STATION CABOOL USING
 HD1119'ELECTRONIC DISTANCE EQUIPMENT.
 HD1119'
 HD1119'TO REACH THE STATION FROM THE JUNCTION OF OZARK STREET,
 HD1119'CEDAR STREET AND U.S. HIGHWAY BUSINESS 60,
 HD1119'JUST NORTH OF THE POST OFFICE IN CABOOL.  GO WEST ON U.S.
 HD1119'HIGHWAY 60 BUSINESS FOR 0.2 MILE TO THE JUNCTION WITH STATE
 HD1119'HIGHWAY 181 ON THE LEFT, TURN LEFT AND GO SOUTH ON STATE
 HD1119'HIGHWAY 181 FOR 0.55 MILE TO THE OVERPASS OF U.S. HIGHWAY
 HD1119'60 BYPASS, CONTINUE SOUTH ON STATE HIGHWAY 181 FOR 0.1 MILE
 HD1119'TO A CROSSROAD.  TURN RIGHT AND GO WESTERLY ON COUNTY ROAD AD
 HD1119'FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 HD1119'
 HD1119'THE STATION MARKS ARE STANDARD AZIMUTH MARK DISKS
 HD1119'STAMPED---CABOOL 1978---.  THE SURFACE DISK IS SET IN
 HD1119'THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT
 HD1119'WHICH IS FLUSH WITH THE GROUND SURFACE AND HAS A METAL
 HD1119'ROD EMBEDDED IN THE MONUMENT.
 HD1119'IT IS 224 FEET NORTH OF COUNTY ROAD AD, 92 FEET NORTHWEST OF
 HD1119'THE NORTHWEST CORNER OF A CIRCULAR DRIVE, 3.2 FEET NORTHEAST
 HD1119'OF A METAL WITNESS POST AND 3.1 FEET NORTH-NORTHWEST OF A
 HD1119'FENCE CORNER.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 HD1119'AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 HD1119'SURFACE.
 HD1119'
 HD1119'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1126 ***********************************************************************
 HD1126  DESIGNATION -  CABOOL LOT
 HD1126  PID         -  HD1126
 HD1126  STATE/COUNTY-  MO/TEXAS
 HD1126  USGS QUAD   -  CABOOL NW (1985)
 HD1126
 HD1126                         *CURRENT SURVEY CONTROL
 HD1126  ___________________________________________________________________
 HD1126* NAD 83(1997)-  37 09 27.27733(N)    092 08 41.94175(W)     ADJUSTED  
 HD1126* NAVD 88     -                                                        
 HD1126  ___________________________________________________________________
 HD1126  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 HD1126  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 HD1126
 HD1126  HORZ ORDER  -  THIRD
 HD1126
 HD1126.The horizontal coordinates were established by classical geodetic methods
 HD1126.and adjusted by the National Geodetic Survey in February 2000..
 HD1126
 HD1126
 HD1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1126
 HD1126.The geoid height was determined by GEOID03.
 HD1126
 HD1126;                    North         East     Units Scale Factor Converg.
 HD1126;SPC MO C     -   146,998.186   531,533.206   MT  0.99994558   +0 12 52.0
 HD1126;UTM  15      - 4,112,695.302   575,919.469   MT  0.99967100   +0 30 59.3
 HD1126
 HD1126                          SUPERSEDED SURVEY CONTROL
 HD1126
 HD1126  NAD 83(1986)-  37 09 27.28874(N)    092 08 41.94039(W) AD(       ) 4
 HD1126  NAD 27      -  37 09 27.10256(N)    092 08 41.36888(W) AD(       ) 3
 HD1126
 HD1126.Superseded values are not recommended for survey control.
 HD1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1126.See file dsdata.txt to determine how the superseded data were derived.
 HD1126
 HD1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7591912695(NAD 83)
 HD1126_MARKER: 57 = LOOKOUT TOWER
 HD1126
 HD1126  HISTORY     - Date     Condition        Report By
 HD1126  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1126
 HD1126                          STATION DESCRIPTION
 HD1126
 HD1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1126'THE STATION IS THE APEX OF THE ROOF OF THE CABOOL LOOKOUT
 HD1126'TOWER.  IT HAS 4 LEGS AND IS ABOUT 120 FEET HIGH.
 HD1126'
 HD1126'LOCATED ABOUT 3 MILES NORTHWEST OF CABOOL.
 HD1126'
 HD1126'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HD1126'HIGHWAY
 HD1126'181 IN CABOOL, GO WEST ON HIGHWAY 60 FOR 1.85 MILE TO A
 HD1126'SIDEROAD RIGHT (COUNTY ROUTE M).  TURN RIGHT AND GO NORTHERLY
 HD1126'FOR 2.2 MILES TO A SIDEROAD LEFT.  TURN LEFT AND GO WESTERLY
 HD1126'FOR 0.15 MILE TO THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1127 ***********************************************************************
 HD1127  DESIGNATION -  CABOOL MICROWAVE
 HD1127  PID         -  HD1127
 HD1127  STATE/COUNTY-  MO/TEXAS
 HD1127  USGS QUAD   -  CABOOL NW (1985)
 HD1127
 HD1127                         *CURRENT SURVEY CONTROL
 HD1127  ___________________________________________________________________
 HD1127* NAD 83(1997)-  37 09 27.37606(N)    092 08 44.79448(W)     ADJUSTED  
 HD1127* NAVD 88     -       490.3    (meters)    1609.     (feet)  VERTCON   
 HD1127  ___________________________________________________________________
 HD1127  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 HD1127  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 HD1127
 HD1127  HORZ ORDER  -  THIRD
 HD1127
 HD1127.The horizontal coordinates were established by classical geodetic methods
 HD1127.and adjusted by the National Geodetic Survey in February 2000..
 HD1127
 HD1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1127
 HD1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1127
 HD1127.The geoid height was determined by GEOID03.
 HD1127
 HD1127;                    North         East     Units Scale Factor Converg.
 HD1127;SPC MO C     -   147,000.966   531,462.810   MT  0.99994552   +0 12 50.2
 HD1127;UTM  15      - 4,112,697.711   575,849.078   MT  0.99967087   +0 30 57.5
 HD1127
 HD1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1127!SPC MO C     -   0.99992768  x   0.99994552  =   0.99987321
 HD1127!UTM  15      -   0.99992768  x   0.99967087  =   0.99959858
 HD1127
 HD1127                          SUPERSEDED SURVEY CONTROL
 HD1127
 HD1127  NAD 83(1986)-  37 09 27.38724(N)    092 08 44.79303(W) AD(       ) 4
 HD1127  NAD 27      -  37 09 27.20160(N)    092 08 44.22166(W) AD(       ) 3
 HD1127  NGVD 29 (07/19/86)  490.1    (m)         1608.     (f) VERT ANG       
 HD1127
 HD1127.Superseded values are not recommended for survey control.
 HD1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1127.See file dsdata.txt to determine how the superseded data were derived.
 HD1127
 HD1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7584912698(NAD 83)
 HD1127_MARKER: 44 = MICROWAVE MAST
 HD1127
 HD1127  HISTORY     - Date     Condition        Report By
 HD1127  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1127
 HD1127                          STATION DESCRIPTION
 HD1127
 HD1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1127'THE STATION IS THE RED LIGHT ATOP THE CABOOL MICROWAVE.  IT IS
 HD1127'ABOUT 240 FEET HIGH AND IS PAINTED ALTERNATELY ORANGE
 HD1127'AND WHITE.
 HD1127'
 HD1127'LOCATED ABOUT 3 MILES NORTHWEST OF CABOOL
 HD1127'AND ON PROPERTY OWNED BY THE SAN FRANCISCO RAILROAD CO.
 HD1127'
 HD1127'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 HD1127'HIGHWAY 181 IN CABOOL, GO WEST ON HIGHWAY 60 FOR 1.85 MILES
 HD1127'TO A SIDE ROAD RIGHT (COUNTY ROUTE M).  TURN RIGHT AND GO
 HD1127'NORTH ON COUNTY ROUTE M FOR 2.2 MILES TO A SIDE ROAD LEFT.
 HD1127'TURN LEFT AND GO WESTERLY FOR 0.15 MILE TO THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1114 ***********************************************************************
 HD1114  DESIGNATION -  CABOOL MUN TANK
 HD1114  PID         -  HD1114
 HD1114  STATE/COUNTY-  MO/TEXAS
 HD1114  USGS QUAD   -  CABOOL NE (1985)
 HD1114
 HD1114                         *CURRENT SURVEY CONTROL
 HD1114  ___________________________________________________________________
 HD1114* NAD 83(1997)-  37 07 35.19160(N)    092 06 13.88624(W)     ADJUSTED  
 HD1114* NAVD 88     -                                                        
 HD1114  ___________________________________________________________________
 HD1114  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 HD1114  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HD1114
 HD1114  HORZ ORDER  -  THIRD
 HD1114
 HD1114.The horizontal coordinates were established by classical geodetic methods
 HD1114.and adjusted by the National Geodetic Survey in February 2000..
 HD1114
 HD1114
 HD1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1114
 HD1114.The geoid height was determined by GEOID03.
 HD1114
 HD1114;                    North         East     Units Scale Factor Converg.
 HD1114;SPC MO C     -   143,557.494   535,200.581   MT  0.99994859   +0 14 20.8
 HD1114;UTM  15      - 4,109,274.915   579,603.919   MT  0.99967806   +0 32 27.3
 HD1114
 HD1114                          SUPERSEDED SURVEY CONTROL
 HD1114
 HD1114  NAD 83(1986)-  37 07 35.20334(N)    092 06 13.88445(W) AD(       ) 4
 HD1114  NAD 27      -  37 07 35.01603(N)    092 06 13.31654(W) AD(       ) 3
 HD1114
 HD1114.Superseded values are not recommended for survey control.
 HD1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1114.See file dsdata.txt to determine how the superseded data were derived.
 HD1114
 HD1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7960409275(NAD 83)
 HD1114_MARKER: 53 = ELEVATED TANK
 HD1114
 HD1114  HISTORY     - Date     Condition        Report By
 HD1114  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1114
 HD1114                          STATION DESCRIPTION
 HD1114
 HD1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1114'THE STATION IS THE BALL AT THE TOP CENTER OF THE CABOOL
 HD1114'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY
 HD1114'WITH A CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY
 HD1114'FOUR STEEL TRUSS-WORK LEGS.  IS IS WHITE IN COLOR WITH TWO
 HD1114'ANTENNAS ON IT AND APPROXIMATELY 110 FEET IN HEIGHT.
 HD1114'LOCATED IN THE NORTH SECTION OF CABOOL AT THE HIGH SCHOOL.
 HD1114'
 HD1114'TO REACH FROM JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 HD1114'181 IN CABOOL, GO NORTH OF ELM STREET FOR 0.2 MILE TO THE
 HD1114'WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1412 ***********************************************************************
 HD1412  FBN         -  This is a Federal Base Network Control Station.
 HD1412  PACS        -  This is a Primary Airport Control Station.
 HD1412  DESIGNATION -  CABOOL PORT
 HD1412  PID         -  HD1412
 HD1412  STATE/COUNTY-  MO/TEXAS
 HD1412  USGS QUAD   -  CABOOL NE (1985)
 HD1412
 HD1412                         *CURRENT SURVEY CONTROL
 HD1412  ___________________________________________________________________
 HD1412* NAD 83(1997)-  37 07 48.18397(N)    092 05 10.37129(W)     ADJUSTED  
 HD1412* NAVD 88     -       371.144  (meters)    1217.66   (feet)  ADJUSTED  
 HD1412  ___________________________________________________________________
 HD1412  X           -    -185,349.630 (meters)                     COMP
 HD1412  Y           -  -5,088,191.679 (meters)                     COMP
 HD1412  Z           -   3,829,116.154 (meters)                     COMP
 HD1412  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 HD1412  ELLIP HEIGHT-         341.63  (meters)          (02/11/04) GPS OBS
 HD1412  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 HD1412  DYNAMIC HT  -         370.834 (meters)    1216.64  (feet)  COMP
 HD1412  MODELED GRAV-     979,786.2   (mgal)                       NAVD 88
 HD1412
 HD1412  HORZ ORDER  -  B
 HD1412  VERT ORDER  -  FIRST     CLASS II
 HD1412  ELLP ORDER  -  FOURTH    CLASS I
 HD1412
 HD1412.This mark is at Cabool Mem Airport (TVB)
 HD1412
 HD1412.The horizontal coordinates were established by GPS observations
 HD1412.and adjusted by the National Geodetic Survey in March 1998..
 HD1412
 HD1412.The orthometric height was determined by differential leveling
 HD1412.and adjusted by the National Geodetic Survey in June 1991..
 HD1412
 HD1412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1412
 HD1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1412
 HD1412.The ellipsoidal height was determined by GPS observations
 HD1412.and is referenced to NAD 83.
 HD1412
 HD1412.The geoid height was determined by GEOID03.
 HD1412
 HD1412.The dynamic height is computed by dividing the NAVD 88
 HD1412.geopotential number by the normal gravity value computed on the
 HD1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1412.degrees latitude (g = 980.6199 gals.).
 HD1412
 HD1412.The modeled gravity was interpolated from observed gravity values.
 HD1412
 HD1412;                    North         East     Units Scale Factor Converg.
 HD1412;SPC MO C     -   143,964.684   536,766.574   MT  0.99994998   +0 14 59.2
 HD1412;UTM  15      - 4,109,690.237   581,167.324   MT  0.99968116   +0 33 05.8
 HD1412
 HD1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1412!SPC MO C     -   0.99994639  x   0.99994998  =   0.99989637
 HD1412!UTM  15      -   0.99994639  x   0.99968116  =   0.99962757
 HD1412
 HD1412:                Primary Azimuth Mark                     Grid Az
 HD1412:SPC MO C     -  CABOOL PORT AZ MK                        035 50 17.2
 HD1412:UTM  15      -  CABOOL PORT AZ MK                        035 32 10.6
 HD1412
 HD1412|---------------------------------------------------------------------|
 HD1412| PID    Reference Object                     Distance      Geod. Az  |
 HD1412|                                                           dddmmss.s |
 HD1412| HD1413 CABOOL PORT AZ MK                   APPROX. 0.7 KM 0360516.4 |
 HD1412|---------------------------------------------------------------------|
 HD1412
 HD1412                          SUPERSEDED SURVEY CONTROL
 HD1412
 HD1412  ELLIP H (03/31/98)  341.67   (m)                       GP(       ) 3 1
 HD1412  NAD 83(1986)-  37 07 48.19593(N)    092 05 10.37189(W) AD(       ) 3
 HD1412  NAVD 88 (03/31/98)  371.14   (m)         1217.6    (f) LEVELING    3  
 HD1412  NGVD 29 (10/05/93)  370.972  (m)         1217.10   (f) ADJUSTED    1 2
 HD1412
 HD1412.Superseded values are not recommended for survey control.
 HD1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1412.See file dsdata.txt to determine how the superseded data were derived.
 HD1412
 HD1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8116709690(NAD 83)
 HD1412_MARKER: F = FLANGE-ENCASED ROD
 HD1412_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1412+WITH SETTING: INFORMATION.
 HD1412_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HD1412_STAMPING: CABOOL PORT 1989
 HD1412_MARK LOGO: NGS   
 HD1412_PROJECTION: RECESSED 10 CENTIMETERS
 HD1412_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1412+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 HD1412_ROD/PIPE-DEPTH: 2.00 meters
 HD1412_SLEEVE-DEPTH  : 0.90 meters
 HD1412
 HD1412  HISTORY     - Date     Condition        Report By
 HD1412  HISTORY     - 1989     MONUMENTED       NGS
 HD1412  HISTORY     - 19890925 GOOD             NGS
 HD1412  HISTORY     - 19900126 GOOD
 HD1412  HISTORY     - 19970224 GOOD             NGS
 HD1412  HISTORY     - 20000516 GOOD             MODNR
 HD1412  HISTORY     - 20030702 GOOD             MODNR
 HD1412  HISTORY     - 20030724 GOOD             USGS
 HD1412  HISTORY     - 20060323 GOOD             MODNR
 HD1412
 HD1412                          STATION DESCRIPTION
 HD1412
 HD1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1412'0.3 KM (0.20 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 63 FROM THE
 HD1412'JUNCTION OF U.S HIGHWAY 60 BUSINESS IN CABOOL, THENCE 0.2 KM (0.10
 HD1412'MI) EASTERLY ALONG COUNTY ROAD 4710, THENCE 0.2 KM (0.10 MI)
 HD1412'NORTHEASTERLY ALONG A PAVED ROAD, AT THE CABOOL MUNICIPAL AIRPORT,
 HD1412'45.1 M (148.0 FT) EAST OF THE SOUTHEAST ENTRANCE TO THE TERMINAL,
 HD1412'24.7 M (81.0 FT) SOUTHEAST OF THE CENTER OF A RUNWAY, 24.5 M (80.4
 HD1412'FT) NORTHWEST OF THE CENTER OF A RUNWAY, 19.5 M (64.0 FT) SOUTHEAST
 HD1412'OF THE CENTER OF A TAXIWAY, AND LEVEL WITH THE RUNWAY.  NOTE--ACCESS
 HD1412'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HD1412
 HD1412                          STATION RECOVERY (1989)
 HD1412
 HD1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD1412'THE STATION IS LOCATED ABOUT 0.7 KM (0.45 MI) NORTH-NORTHEAST OF
 HD1412'CABOOL, AT THE CABOOL MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CABOOL,
 HD1412'618 MAIN STREET, CABOOL, MO 65689.  AIRPORT MANAGER IS BOB COATS,
 HD1412'PHONE IS 417-962-4641, 962-3796.
 HD1412'TO REACH THE STATION FROM THE NORTH JUNCTION OF U.S. HIGHWAY 63 AND
 HD1412'U.S. HIGHWAY 60 BUSINESS, LOCATED AT THE NORTH EDGE OF CABOOL, GO
 HD1412'NORTHEASTERLY ALONG U.S. HIGHWAY 63 FOR 0.3 KM (0.20 MI) TO THE
 HD1412'JUNCTION OF COUNTY ROAD 4710. THENCE GO RIGHT, EASTERLY ALONG COUNTY
 HD1412'ROAD FOR 0.2 KM (0.10 MI) TO THE AIRPORT ACCESS ROAD ON THE LEFT, THEN
 HD1412'GO LEFT, NORTHEASTERLY ALONG THE PAVED ACCESS ROAD FOR 0.2 KM
 HD1412'(0.10 MI) TO THE CABOOL MEMORIAL AIRPORT TERMINAL AND THE STATION AS
 HD1412'DESCRIBED.
 HD1412'THE STATION MARK IS SET 45.1 M (148.0 FT) EAST OF THE SOUTHEAST
 HD1412'ENTRANCE TO THE TERMINAL BUILDING, 24.7 M (81.0 FT) SOUTHEAST OF THE
 HD1412'CENTER OF A TAXIWAY, 24.5 M (80.4 FT) NORTHWEST OF THE CENTER OF THE
 HD1412'RUNWAY, 19.6 M (64.3 FT) SOUTHWEST OF THE CENTER OF THE TAXIWAY
 HD1412'CROSSOVER APPROACH, AND ABOUT LEVEL WITH THE RUNWAY.
 HD1412'DESCRIBED BY L.J.B.  CAN DRIVE TO THE NORTHEAST END OF HANGARS THEN
 HD1412'SOUTHWEST ALONG THE TAXIWAY TO THE STATION IN GRASSY MEDIAN ON THE
 HD1412'LEFT.
 HD1412'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HD1412
 HD1412                          STATION RECOVERY (1990)
 HD1412
 HD1412'RECOVERED 1990
 HD1412'RECOVERED IN GOOD CONDITION.
 HD1412
 HD1412                          STATION RECOVERY (1997)
 HD1412
 HD1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HD1412'THE STATION IS LOCATED ABOUT 0.7 KM (0.45 MI) NORTH-NORTHEAST OF
 HD1412'CABOOL, MO., AT THE CABOOL MEMORIAL AIRPORT (TVB) , ACROSS THE APRON
 HD1412'FROM AND ABOUT IN LINE WITH THE CENTER OF HANGAR NUMBER 1, NEAR THE
 HD1412'NORTH END OF THE GRASS MEDIAN IN FRONT OF THE OFFICE AND HANGARS.
 HD1412'OWNERSHIP--CITY OF CABOOL, 618 MAIN STREET, CABOOL, MO.  65689.
 HD1412'AIRPORT MANAGER BOB COATS, PHONE 417-962-4641 OR 962-3796. NOTE--THIS
 HD1412'STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION.  TO REACH THE
 HD1412'STATION FROM THE NORTH JUNCTION OF U.S.  HIGHWAY 63 AND U.S.  HIGHWAY
 HD1412'60 BUSINESS, AT THE NORTH EDGE OF CABOOL, GO NORTHERLY, 0.3 KM (0.20
 HD1412'MI) ALONG HIGHWAY 63 TO COUNTY ROAD 4710 ON THE RIGHT. TURN RIGHT,
 HD1412'EASTERLY, 0.2 KM (0.10 MI) ALONG THE ROAD TO THE AIRPORT ENTRANCE ROAD
 HD1412'ON THE LEFT.  TURN LEFT, NORTHEASTERLY, 0.2 KM (0.10 MI) ALONG THE
 HD1412'ENTRANCE ROAD TO THE OFFICE.  CONTINUE AROUND NORTHEAST END OF HANGARS
 HD1412'THEN SOUTH ACROSS APRON TO THE 1ST TAXIWAY AND THE STATION, IN LINE
 HD1412'WITH AN OFFSET IN THE ASPHALT APRON.  THE STATION IS 45.1 M (148.0 FT)
 HD1412'EAST OF THE SOUTHEAST ENTRANCE TO THE OFFICE, 24.7 M (81.0 FT)
 HD1412'SOUTHEAST OF THE TAXIWAY/APRON CENTER, 24.5 M (80.4 FT) NORTHWEST OF
 HD1412'THE RUNWAY CENTER, 19.6 M (64.3 FT) SOUTHWEST OF THE TAXIWAY/RAMP
 HD1412'CENTER, AND THE STATION IS ABOUT LEVEL WITH THE RUNWAY AND RECESSED
 HD1412'10-CM BELOW THE GROUND SURFACE.  BY R.G.  HAYES.  NOTE--THE DATUM
 HD1412'POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD
 HD1412'DRIVEN TO A DEPTH OF 2.0 M, (6.6 FT) IN A GREASE FILLED SLEEVE 0.9 M
 HD1412'(3.0 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SURROUNDED
 HD1412'BY CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HD1412
 HD1412                          STATION RECOVERY (2000)
 HD1412
 HD1412'RECOVERY NOTE BY MO DEPT OF NAT RES 2000 (BGD)
 HD1412'RECOVERED IN GOOD CONDITION.  STATION IS USED AS A CBN AND PAC
 HD1412'STATION.
 HD1412
 HD1412                          STATION RECOVERY (2003)
 HD1412
 HD1412'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 HD1412'RECOVERED IN GOOD CONDITION.
 HD1412
 HD1412                          STATION RECOVERY (2003)
 HD1412
 HD1412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (LP)
 HD1412'RECOVERED AS DESCRIBED.
 HD1412
 HD1412                          STATION RECOVERY (2006)
 HD1412
 HD1412'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HD1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1413 ***********************************************************************
 HD1413  SACS        -  This is a Secondary Airport Control Station.
 HD1413  DESIGNATION -  CABOOL PORT AZ MK
 HD1413  PID         -  HD1413
 HD1413  STATE/COUNTY-  MO/TEXAS
 HD1413  USGS QUAD   -  CABOOL NE (1985)
 HD1413
 HD1413                         *CURRENT SURVEY CONTROL
 HD1413  ___________________________________________________________________
 HD1413* NAD 83(1997)-  37 08 05.72328(N)    092 04 54.40336(W)     ADJUSTED  
 HD1413* NAVD 88     -       368.303  (meters)    1208.34   (feet)  ADJUSTED  
 HD1413  ___________________________________________________________________
 HD1413  X           -    -184,943.790 (meters)                     COMP
 HD1413  Y           -  -5,087,877.558 (meters)                     COMP
 HD1413  Z           -   3,829,545.537 (meters)                     COMP
 HD1413  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 HD1413  ELLIP HEIGHT-         338.80  (meters)          (02/17/00) GPS OBS
 HD1413  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HD1413  DYNAMIC HT  -         367.997 (meters)    1207.34  (feet)  COMP
 HD1413  MODELED GRAV-     979,788.8   (mgal)                       NAVD 88
 HD1413
 HD1413  HORZ ORDER  -  THIRD
 HD1413  VERT ORDER  -  FIRST     CLASS II
 HD1413  ELLP ORDER  -  FOURTH    CLASS I
 HD1413
 HD1413.This mark is at Cabool Mem Airport (TVB)
 HD1413
 HD1413.The horizontal coordinates were established by GPS observations
 HD1413.and adjusted by the National Geodetic Survey in February 2000..
 HD1413.No horizontal observational check was made to the station.
 HD1413
 HD1413.The orthometric height was determined by differential leveling
 HD1413.and adjusted by the National Geodetic Survey in June 1991..
 HD1413
 HD1413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1413
 HD1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1413
 HD1413.The ellipsoidal height was determined by GPS observations
 HD1413.and is referenced to NAD 83.
 HD1413
 HD1413.The geoid height was determined by GEOID03.
 HD1413
 HD1413.The dynamic height is computed by dividing the NAVD 88
 HD1413.geopotential number by the normal gravity value computed on the
 HD1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1413.degrees latitude (g = 980.6199 gals.).
 HD1413
 HD1413.The modeled gravity was interpolated from observed gravity values.
 HD1413
 HD1413;                    North         East     Units Scale Factor Converg.
 HD1413;SPC MO C     -   144,507.078   537,158.309   MT  0.99995034   +0 15 08.9
 HD1413;UTM  15      - 4,110,234.541   581,556.091   MT  0.99968194   +0 33 15.7
 HD1413
 HD1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1413!SPC MO C     -   0.99994684  x   0.99995034  =   0.99989718
 HD1413!UTM  15      -   0.99994684  x   0.99968194  =   0.99962879
 HD1413
 HD1413:                Primary Azimuth Mark                     Grid Az
 HD1413:SPC MO C     -  CABOOL PORT                              215 50 17.1
 HD1413:UTM  15      -  CABOOL PORT                              215 32 10.3
 HD1413
 HD1413|---------------------------------------------------------------------|
 HD1413| PID    Reference Object                     Distance      Geod. Az  |
 HD1413|                                                           dddmmss.s |
 HD1413| HD1412 CABOOL PORT                         APPROX. 0.7 KM 2160526.0 |
 HD1413|---------------------------------------------------------------------|
 HD1413
 HD1413                          SUPERSEDED SURVEY CONTROL
 HD1413
 HD1413  NAD 83(1986)-  37 08 05.73524(N)    092 04 54.40396(W) AD(       ) 3
 HD1413  NGVD 29 (10/05/93)  368.132  (m)         1207.78   (f) ADJUSTED    1 2
 HD1413
 HD1413.Superseded values are not recommended for survey control.
 HD1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1413.See file dsdata.txt to determine how the superseded data were derived.
 HD1413
 HD1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8155610235(NAD 83)
 HD1413_MARKER: I = METAL ROD
 HD1413_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HD1413_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HD1413_STAMPING: CABOOL PORT AZ MK 1989
 HD1413_MARK LOGO: NGS   
 HD1413_PROJECTION: FLUSH
 HD1413_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1413+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 HD1413_ROD/PIPE-DEPTH: 2.6  meters
 HD1413_SLEEVE-DEPTH  : 0.9 meters
 HD1413
 HD1413  HISTORY     - Date     Condition        Report By
 HD1413  HISTORY     - 1989     MONUMENTED       NGS
 HD1413  HISTORY     - 19890925 GOOD             NGS
 HD1413  HISTORY     - 19900202 GOOD
 HD1413  HISTORY     - 19961115 GOOD             NGS
 HD1413  HISTORY     - 20060323 GOOD             MODNR
 HD1413
 HD1413                          STATION DESCRIPTION
 HD1413
 HD1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1413'0.3 KM (0.20 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 63 FROM THE
 HD1413'JUNCTION OF U.S HIGHWAY 60 BUSINESS IN CABOOL, THENCE 0.2 KM (0.10
 HD1413'MI) EASTERLY ALONG COUNTY ROAD 4710, THENCE 0.2 KM (0.10 MI)
 HD1413'NORTHEASTERLY ALONG A PAVED ROAD, THENCE 0.7 KM (0.45 MI)NORTHEAST
 HD1413'ALONG THE SOUTHEAST SIDE OF THE CABOOL MUNICIPAL AIRPORT RUNWAY,
 HD1413'120.1 M (394.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE RUNWAY, 14.1
 HD1413'M (46.3 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 3.9 M (12.8
 HD1413'FT) SOUTHEAST OF A WHITE RUNWAY MARKER LIGHT, AND LEVEL WITH THE
 HD1413'RUNWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HD1413'CAP.
 HD1413
 HD1413                          STATION RECOVERY (1989)
 HD1413
 HD1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD1413'THE STATION IS LOCATED ABOUT 0.7 KM (0.45 MI) NORTH-NORTHEAST OF
 HD1413'CABOOL, AT THE CABOOL MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CABOOL,
 HD1413'618 MAIN STREET, CABOOL, MO 65689.  AIRPORT MANAGER IS BOB COATS,
 HD1413'PHONE IS 417-962-4641, 962-3796.
 HD1413'TO REACH THE STATION FROM THE NORTH JUNCTION OF U.S. HIGHWAY 63 AND
 HD1413'U.S. HIGHWAY 60 BUSINESS, LOCATED AT THE NORTH EDGE OF CABOOL, GO
 HD1413'NORTHEASTERLY ALONG U.S. HIGHWAY 63 FOR 0.3 KM (0.20 MI) TO THE
 HD1413'JUNCTION OF COUNTY ROAD 4710. THENCE GO RIGHT, EASTERLY ALONG COUNTY
 HD1413'ROAD FOR 0.2 KM (0.10 MI) TO THE AIRPORT ACCESS ROAD ON THE LEFT, THEN
 HD1413'GO LEFT, NORTHEASTERLY ALONG THE PAVED ACCESS ROAD FOR 0.2 KM
 HD1413'(0.10 MI) TO THE CABOOL MEMORIAL AIRPORT TERMINAL, THEN PASS TO THE
 HD1413'NORTH END OF THE HANGARS AND MAKE WAY ALONG THE TAXI AND TAXI APPROACH
 HD1413'TO THE JUNCTION OF THE RUNWAY, THEN GO NORTHEAST ALONG THE SOUTHEAST
 HD1413'SIDE OF THE RUNWAY FOR 0.7 KM (0.45 MI) TO THE AZ MK AT THE SECOND
 HD1413'RUNWAY LIGHT SOUTHWEST OF RUNWAY 21, AS DESCRIBED.
 HD1413'THE STATION MARK IS SET 120.1 M (394.0 FT) SOUTHWEST OF THE NORTHEAST
 HD1413'END OF THE RUNWAY, 14 M (45.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 HD1413'RUNWAY, 3.9 M (12.8 FT) SOUTHEAST OF A RUNWAY LIGHT AND ABOUT LEVEL
 HD1413'WITH THE RUNWAY.
 HD1413'DESCRIBED BY L.J.B.
 HD1413'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HD1413
 HD1413                          STATION RECOVERY (1990)
 HD1413
 HD1413'RECOVERED 1990
 HD1413'RECOVERED IN GOOD CONDITION.
 HD1413
 HD1413                          STATION RECOVERY (1996)
 HD1413
 HD1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 HD1413'THE STATION IS LOCATED ABOUT 0.7 KM (0.45 MI) NORTH-NORTHEAST OF
 HD1413'CABOOL, MO., AT THE CABOOL MEMORIAL AIRPORT (TVB) , IN THE GRASS,
 HD1413'ALONG THE SOUTHEAST SIDE OF THE RUNWAY, NEAR RUNWAY END 21.
 HD1413'OWNERSHIP--CITY OF CABOOL, 618 MAIN STREET, CABOOL, MO.  65689.
 HD1413'AIRPORT MANAGER BOB COATS, PHONE 417-962-4641 OR 962-3796. NOTE--THIS
 HD1413'STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) . TO REACH THE
 HD1413'STATION FROM THE NORTH JUNCTION OF U.S.  HIGHWAY 63 AND U.S.  HIGHWAY
 HD1413'60 BUSINESS, AT THE NORTH EDGE OF CABOOL, GO NORTHERLY, 0.3 KM (0.20
 HD1413'MI) ALONG HIGHWAY 63 TO COUNTY ROAD 4710 ON THE RIGHT. TURN RIGHT,
 HD1413'EASTERLY, 0.2 KM (0.10 MI) ALONG THE ROAD TO THE AIRPORT ENTRANCE ROAD
 HD1413'ON THE LEFT.  TURN LEFT, NORTHEASTERLY, 0.2 KM (0.10 MI) ALONG THE
 HD1413'ENTRANCE ROAD TO THE OFFICE.  CONTINUE AROUND NORTHEAST END OF HANGARS
 HD1413'THEN SOUTH ACROSS APRON TO THE 1ST TAXI. TUNR LEFT, SOUTHEAST, ABOUT
 HD1413'50.0 M (164.0 FT) TO THE RUNWAY.  TURN LEFT, NORTHEAST, 0.7 KM (0.45
 HD1413'MI) ALONG THE RUNWAY TO THE STATION ON THE RIGHT, SOUTHEAST OF THE 2ND
 HD1413'RUNWAY LIGHT SOUTHWEST OF RUNWAY END 21.  STATION IS 120.1 M (394.0
 HD1413'FT) SOUTHWEST OF THE NORTHEAST END OF THE RUNWAY, 14.0 M (45.9 FT)
 HD1413'SOUTHEAST OF THE RUNWAY CENTER, 3.9 M (12.8 FT) SOUTHEAST OF THE 2ND
 HD1413'RUNWAY LIGHT, AND THE STATION IS ABOUT LEVEL WITH THE RUNWAY AND FLUSH
 HD1413'WITH THE GROUND SURFACE.  BY R.G. HAYES  NOTE--THE DATUM POINT IS A
 HD1413'PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO A
 HD1413'DEPTH OF 2.6 M, (8.5 FT) IN A GREASE FILLED SLEEVE 0.9 M (3.0 FT)
 HD1413'LONG, ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SURROUNDED BY
 HD1413'CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HD1413
 HD1413                          STATION RECOVERY (2006)
 HD1413
 HD1413'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HD1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1118 ***********************************************************************
 HD1118  DESIGNATION -  CABOOL S MUN TANK
 HD1118  PID         -  HD1118
 HD1118  STATE/COUNTY-  MO/TEXAS
 HD1118  USGS QUAD   -  CABOOL SE (1985)
 HD1118
 HD1118                         *CURRENT SURVEY CONTROL
 HD1118  ___________________________________________________________________
 HD1118* NAD 83(1997)-  37 07 12.90123(N)    092 06 27.71291(W)     ADJUSTED  
 HD1118* NAVD 88     -                                                        
 HD1118  ___________________________________________________________________
 HD1118  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 HD1118  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 HD1118
 HD1118  HORZ ORDER  -  THIRD
 HD1118
 HD1118.The horizontal coordinates were established by classical geodetic methods
 HD1118.and adjusted by the National Geodetic Survey in February 2000..
 HD1118.No horizontal observational check was made to the station.
 HD1118
 HD1118
 HD1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1118
 HD1118.The geoid height was determined by GEOID03.
 HD1118
 HD1118;                    North         East     Units Scale Factor Converg.
 HD1118;SPC MO C     -   142,868.956   534,862.138   MT  0.99994830   +0 14 12.3
 HD1118;UTM  15      - 4,108,584.791   579,269.198   MT  0.99967740   +0 32 18.7
 HD1118
 HD1118                          SUPERSEDED SURVEY CONTROL
 HD1118
 HD1118  NAD 83(1986)-  37 07 12.91292(N)    092 06 27.71107(W) AD(       ) 4
 HD1118  NAD 27      -  37 07 12.72445(N)    092 06 27.14299(W) AD(       ) 3
 HD1118
 HD1118.Superseded values are not recommended for survey control.
 HD1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1118.See file dsdata.txt to determine how the superseded data were derived.
 HD1118
 HD1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7926908585(NAD 83)
 HD1118_MARKER: 53 = ELEVATED TANK
 HD1118
 HD1118  HISTORY     - Date     Condition        Report By
 HD1118  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1118
 HD1118                          STATION DESCRIPTION
 HD1118
 HD1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1118'THE STATION IS THE BALL AT THE TOP CENTER OF THE
 HD1118'CABOOL SOUTH MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL
 HD1118'BODY WITH A CONICAL TOP AND HEMISPHEREICAL BOTTOM, SUPPORTED
 HD1118'BY FOUR STEEL TRUSS-WORK LEGS.  IT IS SILVER IN COLOR AND
 HD1118'APPROXIMATELY 145 FEET IN HEIGHT.
 HD1118'
 HD1118'LOCATED IN THE SOUTH SECTION OF CABOOL.
 HD1118'
 HD1118'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 HD1118'181 IN CABOOL, GO SOUTH ON STATE HIGHWAY 181 FOR 0.2 MILE
 HD1118'TURN RIGHT AND GO 0.2 MILE TO THE WATER TANK.
 HD1118'
 HD1118'THERE IS NO CHECK ON THIS POSITION AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1115 ***********************************************************************
 HD1115  DESIGNATION -  CABOOL W MUN STANDPIPE
 HD1115  PID         -  HD1115
 HD1115  STATE/COUNTY-  MO/TEXAS
 HD1115  USGS QUAD   -  CABOOL NE (1985)
 HD1115
 HD1115                         *CURRENT SURVEY CONTROL
 HD1115  ___________________________________________________________________
 HD1115* NAD 83(1997)-  37 07 50.62369(N)    092 06 43.27467(W)     ADJUSTED  
 HD1115* NAVD 88     -                                                        
 HD1115  ___________________________________________________________________
 HD1115  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 HD1115  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HD1115
 HD1115  HORZ ORDER  -  THIRD
 HD1115
 HD1115.The horizontal coordinates were established by classical geodetic methods
 HD1115.and adjusted by the National Geodetic Survey in February 2000..
 HD1115.No horizontal observational check was made to the station.
 HD1115
 HD1115
 HD1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1115
 HD1115.The geoid height was determined by GEOID03.
 HD1115
 HD1115;                    North         East     Units Scale Factor Converg.
 HD1115;SPC MO C     -   144,030.206   534,473.243   MT  0.99994797   +0 14 03.1
 HD1115;UTM  15      - 4,109,743.663   578,874.299   MT  0.99967664   +0 32 09.8
 HD1115
 HD1115                          SUPERSEDED SURVEY CONTROL
 HD1115
 HD1115  NAD 83(1986)-  37 07 50.63549(N)    092 06 43.27295(W) AD(       ) 4
 HD1115  NAD 27      -  37 07 50.45112(N)    092 06 42.70395(W) AD(       ) 3
 HD1115
 HD1115.Superseded values are not recommended for survey control.
 HD1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1115.See file dsdata.txt to determine how the superseded data were derived.
 HD1115
 HD1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7887409744(NAD 83)
 HD1115_MARKER: 52 = STANDPIPE TANK
 HD1115
 HD1115  HISTORY     - Date     Condition        Report By
 HD1115  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1115
 HD1115                          STATION DESCRIPTION
 HD1115
 HD1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1115'THE STATION IS THE CAP AT THE CENTER OF THE CABOOL W MUN
 HD1115'STANDPIPE.  THE STANDPIPE IS ABOUT 80 FEET HIGH, PAINTED
 HD1115'SILVER IN COLOR AND HAS 6 PIPES COMING DOWN THE OUTSIDE.
 HD1115'
 HD1115'IT IS LOCATED ABOUT 1/2 MILE NORTHWEST OF CABOOL.
 HD1115'
 HD1115'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 HD1115'181 IN CABOOL, GO WEST ON HIGHWAY 60 FOR 0.4 MILE TO ROGERS
 HD1115'STREET ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.5 MILE TO
 HD1115'THE STANDPIPE ON THE RIGHT.
 HD1115'
 HD1115'THERE IS NO CHECK ON THIS POSITION AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1039 ***********************************************************************
 HC1039  DESIGNATION -  CADET
 HC1039  PID         -  HC1039
 HC1039  STATE/COUNTY-  MO/WASHINGTON
 HC1039  USGS QUAD   -  MINERAL POINT (1982)
 HC1039
 HC1039                         *CURRENT SURVEY CONTROL
 HC1039  ___________________________________________________________________
 HC1039* NAD 83(1997)-  37 57 50.54835(N)    090 39 19.71331(W)     ADJUSTED  
 HC1039* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 HC1039  ___________________________________________________________________
 HC1039  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 HC1039  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HC1039
 HC1039  HORZ ORDER  -  THIRD
 HC1039
 HC1039.The horizontal coordinates were established by classical geodetic methods
 HC1039.and adjusted by the National Geodetic Survey in February 2000..
 HC1039
 HC1039.The orthometric height was scaled from a topographic map.
 HC1039
 HC1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1039
 HC1039.The geoid height was determined by GEOID03.
 HC1039
 HC1039;                    North         East     Units Scale Factor Converg.
 HC1039;SPC MO E     -   236,452.610   236,338.409   MT  0.99993563   -0 05 44.3
 HC1039;UTM  15      - 4,204,418.372   705,957.533   MT  1.00012247   +1 26 34.0
 HC1039
 HC1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1039!SPC MO E     -   0.99996071  x   0.99993563  =   0.99989635
 HC1039!UTM  15      -   0.99996071  x   1.00012247  =   1.00008318
 HC1039
 HC1039:                Primary Azimuth Mark                     Grid Az
 HC1039:SPC MO E     -  CADET AZ MK                              001 41 31.0
 HC1039:UTM  15      -  CADET AZ MK                              000 09 12.7
 HC1039
 HC1039|---------------------------------------------------------------------|
 HC1039| PID    Reference Object                     Distance      Geod. Az  |
 HC1039|                                                           dddmmss.s |
 HC1039| CI3182 CADET AZ MK                                        0013546.7 |
 HC1039| CI4033 CADET RM 1                           37.714 METERS 04439     |
 HC1039| CI4034 CADET RM 2                           34.457 METERS 13023     |
 HC1039|---------------------------------------------------------------------|
 HC1039
 HC1039                          SUPERSEDED SURVEY CONTROL
 HC1039
 HC1039  NAD 83(1997)-  37 57 50.55725(N)    090 39 19.71212(W) AD(       ) 3
 HC1039  NAD 83(1986)-  37 57 50.56231(N)    090 39 19.71085(W) AD(       ) 3
 HC1039  NAD 27      -  37 57 50.39200(N)    090 39 19.24900(W) AD(       ) 3
 HC1039
 HC1039.Superseded values are not recommended for survey control.
 HC1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1039.See file dsdata.txt to determine how the superseded data were derived.
 HC1039
 HC1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC0595804418(NAD 83)
 HC1039_MARKER: DS = TRIANGULATION STATION DISK
 HC1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1039
 HC1039  HISTORY     - Date     Condition        Report By
 HC1039  HISTORY     - 1956     MONUMENTED       CGS
 HC1039
 HC1039                          STATION DESCRIPTION
 HC1039
 HC1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1039'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES EAST NORTHEAST OF
 HC1039'POTOSI, 6-1/2 MILES NORTHWEST OF BONNE TERRE, 2-1/2 MILES
 HC1039'SOUTHEAST OF THE RAILROAD STATION AT THE VILLAGE OF CADET AND
 HC1039'IN PASTURE LAND ON THE WEST SIDE OF STATE HIGHWAY 47.
 HC1039'
 HC1039'STATION IS REACH AS FOLLOWS- FROM THE RAILROAD STATION AT THE
 HC1039'VILLAGE OF CADET, GO SOUTHEASTERLY ON STATE HIGHWAY 47 FOR 2.5
 HC1039'MILES TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE
 HC1039'LEFT.  CONTINUE SOUTH ON HIGHWAY 47 FOR 0.25 MILE TO A SMALL HOUSE
 HC1039'AND THE STATION ON THE RIGHT.
 HC1039'
 HC1039'STATION MARK, STAMPED CADET 1956, IS A STANDARD DISK SET IN THE
 HC1039'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 HC1039'IT IS 60.0 FEET WEST OF A FENCE LINE, 6.0 FEET NORTH OF A WITNESS
 HC1039'POST AND ON THE HIGHEST PART OF A LOW HILL.
 HC1039'
 HC1039'REFERENCE MARK NUMBER 1, STAMPED CADET NO 1 1956, IS A STANDARD
 HC1039'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 HC1039'3 INCHES AND IS ABOUT 4 FEET LOWER THAN THE STATION.  IT IS 15.0
 HC1039'FEET WEST OF A POWER LINE POLE AND 3.0 FEET WEST OF A FENCE LINE.
 HC1039'
 HC1039'REFERENCE MARK NUMBER 2, STAMPED CADET NO 2 1956, IS A STANDARD
 HC1039'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HC1039'PROJECTS 2 INCHES AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 HC1039'IT IS 4.0 FEET WEST OF A FENCE LINE.
 HC1039'
 HC1039'AZIMUTH MARK, STAMPED CADET 1956, IS A STANDARD DISK SET IN THE
 HC1039'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 HC1039'IT IS 14.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 47,
 HC1039'48.0 FEET NORTH OF THE CENTERLINE OF A SIDE ROAD AND AT A HIGHWAY
 HC1039'MARKER SIGN.
 HC1039'
 HC1039'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1022 ***********************************************************************
 KD1022  DESIGNATION -  CAIRO
 KD1022  PID         -  KD1022
 KD1022  STATE/COUNTY-  MO/RANDOLPH
 KD1022  USGS QUAD   -  JACKSONVILLE (1971)
 KD1022
 KD1022                         *CURRENT SURVEY CONTROL
 KD1022  ___________________________________________________________________
 KD1022* NAD 83(1997)-  39 30 38.95803(N)    092 23 37.41747(W)     ADJUSTED  
 KD1022* NAVD 88     -       258.32   (+/-2cm)     847.5    (feet)  VERTCON   
 KD1022  ___________________________________________________________________
 KD1022  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 KD1022  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KD1022
 KD1022  HORZ ORDER  -  FIRST
 KD1022  VERT ORDER  -  THIRD ? (See Below)
 KD1022
 KD1022.The horizontal coordinates were established by classical geodetic methods
 KD1022.and adjusted by the National Geodetic Survey in February 2000..
 KD1022
 KD1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1022.The vertical order pertains to the NGVD 29 superseded value.
 KD1022
 KD1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1022
 KD1022.The geoid height was determined by GEOID03.
 KD1022
 KD1022;                    North         East     Units Scale Factor Converg.
 KD1022;SPC MO C     -   408,144.012   509,138.872   MT  0.99993436   +0 04 03.4
 KD1022;UTM  15      - 4,373,640.946   552,118.851   MT  0.99963344   +0 23 08.6
 KD1022
 KD1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1022!SPC MO C     -   0.99996452  x   0.99993436  =   0.99989888
 KD1022!UTM  15      -   0.99996452  x   0.99963344  =   0.99959797
 KD1022
 KD1022|---------------------------------------------------------------------|
 KD1022| PID    Reference Object                     Distance      Geod. Az  |
 KD1022|                                                           dddmmss.s |
 KD1022| CL8996 CAIRO RM 1                           29.408 METERS 05958     |
 KD1022| CL8995 CAIRO AZ MK                                        0864951.9 |
 KD1022| KD1076 MOBERLY EAST MUNICIPAL TANK         APPROX.10.7 KM 1981011.9 |
 KD1022| KD1074 MOBERLY BROWN SHOE CO STACK         APPROX.11.6 KM 1984817.7 |
 KD1022| KD1073 MOBERLY BROWN SHOE CO TANK          APPROX.11.5 KM 1985553.1 |
 KD1022| KD1071 MOBERLY MO PWR LT CO STACK          APPROX.10.6 KM 2023939.8 |
 KD1022| KD1069 MOBERLY WEST MUNICIPAL TANK         APPROX.10.3 KM 2114525.4 |
 KD1022| CL8997 CAIRO RM 2                           27.700 METERS 30023     |
 KD1022|---------------------------------------------------------------------|
 KD1022
 KD1022                          SUPERSEDED SURVEY CONTROL
 KD1022
 KD1022  NAD 83(1997)-  39 30 38.96469(N)    092 23 37.42560(W) AD(       ) 1
 KD1022  NAD 83(1986)-  39 30 38.96487(N)    092 23 37.42554(W) AD(       ) 1
 KD1022  NAD 27      -  39 30 38.84070(N)    092 23 36.77110(W) AD(       ) 1
 KD1022  NGVD 29 (07/19/86)  258.31   (m)          847.5    (f) LEVELING    3  
 KD1022
 KD1022.Superseded values are not recommended for survey control.
 KD1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1022.See file dsdata.txt to determine how the superseded data were derived.
 KD1022
 KD1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5211973641(NAD 83)
 KD1022_MARKER: DS = TRIANGULATION STATION DISK
 KD1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1022
 KD1022  HISTORY     - Date     Condition        Report By
 KD1022  HISTORY     - 1948     MONUMENTED       CGS
 KD1022  HISTORY     - 1966     GOOD             CGS
 KD1022  HISTORY     - 1968     GOOD             USGS
 KD1022  HISTORY     - 20040414 MARK NOT FOUND   MODNR
 KD1022
 KD1022                          STATION DESCRIPTION
 KD1022
 KD1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1022'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF MOBERLY,
 KD1022'2-1/2 MILES EAST OF CAIRO, ON LAND OWNED BY MR. J.C. JOHNSON.
 KD1022'IT IS 109 FEET EAST OF THE NORTHEAST CORNER OF MR. JOHNSONS HOUSE,
 KD1022'83 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, AND 13 FEET
 KD1022'WEST OF A NORTH-SOUTH BARN YARD FENCELINE.  THE MARK IS SET
 KD1022'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CAIRO 1948.
 KD1022'
 KD1022'REFERENCE MARK NO. 1 IS 96.48 FEET EAST-NORTHEAST OF THE STATION,
 KD1022'32 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTHWEST OF
 KD1022'A TELEPHONE POLE, AND 0.5 FOOT SOUTH OF AN EAST WEST FENCELINE.
 KD1022'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CAIRO NO 1
 KD1022'1948.
 KD1022'
 KD1022'REFERENCE MARK NO. 2 IS 90.88 FEET WEST-NORTHWEST OF THE STATION,
 KD1022'37 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 36 FEET NORTHEAST
 KD1022'OF THE NORTHEAST CORNER OF THE HOUSE, AND 3.5 FEET SOUTH OF A
 KD1022'GATE POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 KD1022'CAIRO NO 2 1948.
 KD1022'
 KD1022'THE AZIMUTH MARK IS ABOUT 0.25 MILE WEST OF THE STATION, 29
 KD1022'FEET EAST OF A FENCE CORNER, 27 FEET NORTH OF THE CENTERLINE
 KD1022'OF A GRAVELED ROAD, 4 FEET SOUTH OF A FENCELINE, AND 1 FOOT WEST
 KD1022'OF A POWER POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 KD1022'STAMPED CAIRO 1948.
 KD1022'
 KD1022'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE K WITH
 KD1022'U.S. HIGHWAY 63 IN CAIRO, GO EAST ON COUNTY ROUTE K FOR 2-1/2
 KD1022'MILES TO MR. J.C. JOHNSONS HOUSE AND THE STATION ON THE RIGHT
 KD1022'AS DESCRIBED.  (TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 KD1022'ON EAST ON COUNTY ROUTE K FOR 0.25 MILE TO THE AZIMUTH MARK ON
 KD1022'THE LEFT AS DESCRIBED.)
 KD1022'
 KD1022'NOTE- THE GRAVELED ROAD MENTIONED IN THIS DESCRIPTION IS COUNTY
 KD1022'ROUTE K.
 KD1022'
 KD1022'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1022
 KD1022                          STATION RECOVERY (1966)
 KD1022
 KD1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EEB)
 KD1022'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KD1022'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KD1022'CONDITION.  THE BARNYARD MENTIONED IN THE ORIGINAL DESCRIPTION IN
 KD1022'NOW A GARDEN PLOT OF LAND, OTHERWISE ALL LAND MARKS REMAIN THE SAME.
 KD1022'
 KD1022'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK, AND
 KD1022'IS 5 FEET SOUTH OF A POWERLINE POLE WITH TRANSFORMER, AND 3 FEET
 KD1022'SOUTH OF A FENCE.
 KD1022'
 KD1022'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND COUNTY
 KD1022'ROAD K, 0.3 MILE EAST OF CAIRO, GO EAST ON COUNTY ROAD K FOR 2.2
 KD1022'MILES TO A FARMHOUSE AND STATION ON THE RIGHT.  (CONTINUE EAST ON
 KD1022'COUNTY ROAD K FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 KD1022
 KD1022                          STATION RECOVERY (1968)
 KD1022
 KD1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JFS)
 KD1022'ALL MARKS FOUND AS DESCRIBED.
 KD1022'
 KD1022'DIRECTION AND DISTANCE ABOUT 6.5 MI. NE OF MEBERLY.
 KD1022
 KD1022                          STATION RECOVERY (2004)
 KD1022
 KD1022'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 KD1022'STATION LOCATION IN CULTIVATED FIELD. RM MONUMENTS ON TOP OF GROUND IN
 KD1022'TRASH PILE. ALL TIES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2133 ***********************************************************************
 JD2133  DESIGNATION -  CALDWELL AZ MK
 JD2133  PID         -  JD2133
 JD2133  STATE/COUNTY-  MO/JOHNSON
 JD2133  USGS QUAD   -  CHILHOWEE (1955)
 JD2133
 JD2133                         *CURRENT SURVEY CONTROL
 JD2133  ___________________________________________________________________
 JD2133* NAD 83(1986)-  38 33 56.     (N)    093 45 05.     (W)     SCALED    
 JD2133* NAVD 88     -       303.210  (meters)     994.78   (feet)  ADJUSTED  
 JD2133  ___________________________________________________________________
 JD2133  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD2133  DYNAMIC HT  -         303.000 (meters)     994.09  (feet)  COMP
 JD2133  MODELED GRAV-     979,928.5   (mgal)                       NAVD 88
 JD2133
 JD2133  VERT ORDER  -  SECOND    CLASS 0
 JD2133
 JD2133.The horizontal coordinates were scaled from a topographic map and have
 JD2133.an estimated accuracy of +/- 6 seconds.
 JD2133
 JD2133.The orthometric height was determined by differential leveling
 JD2133.and adjusted by the National Geodetic Survey in June 1991..
 JD2133
 JD2133.The geoid height was determined by GEOID03.
 JD2133
 JD2133.The dynamic height is computed by dividing the NAVD 88
 JD2133.geopotential number by the normal gravity value computed on the
 JD2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2133.degrees latitude (g = 980.6199 gals.).
 JD2133
 JD2133.The modeled gravity was interpolated from observed gravity values.
 JD2133
 JD2133;                    North         East    Units  Estimated Accuracy
 JD2133;SPC MO W     -   266,490.      915,240.      MT  (+/- 180 meters Scaled)
 JD2133
 JD2133                          SUPERSEDED SURVEY CONTROL
 JD2133
 JD2133  NGVD 29 (??/??/92)  303.096  (m)          994.41   (f) ADJ UNCH    2 0
 JD2133
 JD2133.Superseded values are not recommended for survey control.
 JD2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2133.See file dsdata.txt to determine how the superseded data were derived.
 JD2133
 JD2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC345688(NAD 83)
 JD2133_MARKER: DZ = AZIMUTH MARK DISK
 JD2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2133_STAMPING: CALDWELL 1948
 JD2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2133+STABILITY: SURFACE MOTION
 JD2133
 JD2133  HISTORY     - Date     Condition        Report By
 JD2133  HISTORY     - 1948     MONUMENTED       CGS
 JD2133  HISTORY     - 1963     GOOD             NGS
 JD2133
 JD2133                          STATION DESCRIPTION
 JD2133
 JD2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2133'0.2 MI S FROM POST OAK.
 JD2133'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE POST OAK
 JD2133'GENERAL STORE AT POST OAK, IN S 31, R 26 W, T 44 N, ON THE OUTSIDE
 JD2133'OF A LONG CURVE, 30.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JD2133'59 FEET WEST OF A NORTH-SOUTH FENCE, 1.5 FEET SOUTH OF A POWER
 JD2133'POLE, AT A POINT WHERE THE POWER LINE CROSSES THE HIGHWAY, 3.0
 JD2133'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 JD2133'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD2133'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2131 ***********************************************************************
 JD2131  DESIGNATION -  CALDWELL RESET
 JD2131  PID         -  JD2131
 JD2131  STATE/COUNTY-  MO/JOHNSON
 JD2131  USGS QUAD   -  CHILHOWEE (1955)
 JD2131
 JD2131                         *CURRENT SURVEY CONTROL
 JD2131  ___________________________________________________________________
 JD2131* NAD 83(1997)-  38 34 05.51865(N)    093 45 23.24266(W)     ADJUSTED  
 JD2131* NAVD 88     -       304.528  (meters)     999.11   (feet)  ADJUSTED  
 JD2131  ___________________________________________________________________
 JD2131  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 JD2131  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD2131  DYNAMIC HT  -         304.318 (meters)     998.42  (feet)  COMP
 JD2131  MODELED GRAV-     979,929.0   (mgal)                       NAVD 88
 JD2131
 JD2131  HORZ ORDER  -  FIRST
 JD2131  VERT ORDER  -  SECOND    CLASS 0
 JD2131
 JD2131.The horizontal coordinates were established by classical geodetic methods
 JD2131.and adjusted by the National Geodetic Survey in February 2000..
 JD2131
 JD2131.The orthometric height was determined by differential leveling
 JD2131.and adjusted by the National Geodetic Survey in June 1991..
 JD2131
 JD2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2131
 JD2131.The geoid height was determined by GEOID03.
 JD2131
 JD2131.The dynamic height is computed by dividing the NAVD 88
 JD2131.geopotential number by the normal gravity value computed on the
 JD2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2131.degrees latitude (g = 980.6199 gals.).
 JD2131
 JD2131.The modeled gravity was interpolated from observed gravity values.
 JD2131
 JD2131;                    North         East     Units Scale Factor Converg.
 JD2131;SPC MO W     -   266,779.594   914,796.767   MT  0.99999286   +0 27 48.9
 JD2131;UTM  15      - 4,269,132.231   434,100.432   MT  0.99965348   -0 28 17.9
 JD2131
 JD2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2131!SPC MO W     -   0.99995732  x   0.99999286  =   0.99995018
 JD2131!UTM  15      -   0.99995732  x   0.99965348  =   0.99961082
 JD2131
 JD2131|---------------------------------------------------------------------|
 JD2131| PID    Reference Object                     Distance      Geod. Az  |
 JD2131|                                                           dddmmss.s |
 JD2131| JD2130 CALDWELL RM 1                        60.622 METERS 02450     |
 JD2131| JD2133 CALDWELL AZ MK                                     1163144.7 |
 JD2131| JD2772 SHAWNEE MOUND WHITEMAN AFB MST      APPROX. 0.8 KM 1720104.0 |
 JD2131| JD2773 CHILHOWEE MUNICIPAL TANK            APPROX. 8.9 KM 2843427.8 |
 JD2131| JD2132 CALDWELL RM 2                        65.962 METERS 32808     |
 JD2131|---------------------------------------------------------------------|
 JD2131
 JD2131                          SUPERSEDED SURVEY CONTROL
 JD2131
 JD2131  NAD 83(1997)-  38 34 05.52057(N)    093 45 23.24200(W) AD(       ) 1
 JD2131  NAD 83(1986)-  38 34 05.52732(N)    093 45 23.24091(W) AD(       ) 1
 JD2131  NAD 27      -  38 34 05.47110(N)    093 45 22.46950(W) AD(       ) 1
 JD2131  NGVD 29 (??/??/92)  304.415  (m)          998.73   (f) ADJ UNCH    2 0
 JD2131
 JD2131.Superseded values are not recommended for survey control.
 JD2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2131.See file dsdata.txt to determine how the superseded data were derived.
 JD2131
 JD2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3410069132(NAD 83)
 JD2131_MARKER: DS = TRIANGULATION STATION DISK
 JD2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2131_STAMPING: CALDWELL 1882 1922 1948
 JD2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2131+STABILITY: SURFACE MOTION
 JD2131
 JD2131  HISTORY     - Date     Condition        Report By
 JD2131  HISTORY     - 1882     MONUMENTED       CGS
 JD2131  HISTORY     - 1922     GOOD             CGS
 JD2131  HISTORY     - 1935     GOOD             CGS
 JD2131  HISTORY     - 1944     GOOD             CGS
 JD2131  HISTORY     - 1948     GOOD             CGS
 JD2131  HISTORY     - 1955     GOOD             USGS
 JD2131  HISTORY     - 1963     GOOD             CGS
 JD2131  HISTORY     - 1963     GOOD             NGS
 JD2131
 JD2131                          STATION DESCRIPTION
 JD2131
 JD2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (FDG)
 JD2131'IN NORTHEAST CORNER OF W 1/2 SE 1/4 SEC. 26, T. 44 N., R. 26 W.,
 JD2131'A SHORT DISTANCE WEST OF CLINTON ROAD WHICH FORMS BOUNDARY
 JD2131'BETWEEN JOHNSON AND HENRY COUNTIES, ON LAND OWNED BY JAMES DUFFY,
 JD2131'ONE-HALF MILE EAST OF DUFFYS HOME, 212 FEET WEST OF CENTER LINE
 JD2131'OF NORTH-AND-SOUTH ROAD, 205 FEET SOUTH OF EAST-AND-WEST ROAD,
 JD2131'AND 275.8 FEET DUE SOUTH OF SOUTHEAST CORNER OF J.E. CALDWELLS
 JD2131'HOUSE.  SURFACE MARK IS STONE POST WITNESSED BY TWO OTHERS,
 JD2131'AND UNDERGROUND MARK IS BOTTLE OF ASHES.
 JD2131
 JD2131                          STATION RECOVERY (1922)
 JD2131
 JD2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JD2131'IN 1922 A STANDARD DISK STATION MARK WAS CEMENTED
 JD2131'IN TOP OF ORIGINAL SURFACE MARK.
 JD2131
 JD2131                          STATION RECOVERY (1935)
 JD2131
 JD2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2131'FOUND IN GOOD CONDITION ON LAND DESCRIBED.  NOW OWNED AND
 JD2131'OPERATED BY JOHN HERCLERODE WHO LIVES 1/2 MILE W OF STATION, 0.3
 JD2131'MILE W OF STATE HIGHWAY 13 ALONG ROAD AT S EDGE OF VILLAGE OF
 JD2131'POST OAK, 1.5 MILES S OF JUNCTION OF STATE HIGHWAYS 13 AND 2,
 JD2131'AND 1/2 MILE N OF JOHNSON-HENRY COUNTY LINE.  STATION IS 415
 JD2131'FEET SW OF SW CORNER OF POST OAK SCHOOLHOUSE AND 340 FEET SE
 JD2131'OF SE CORNER OF MR. CALDWELLS BARN.
 JD2131'
 JD2131'SURFACE MARK IS 6-INCH SQUARE STONE EVEN WITH GROUND SURFACE.
 JD2131'BOTH WITNESS POSTS WERE FOUND BROKEN OFF 5 INCHES BELOW SURFACE.
 JD2131
 JD2131                          STATION RECOVERY (1944)
 JD2131
 JD2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RTR)
 JD2131'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION OF 1935
 JD2131'STILL ADEQUATE.
 JD2131
 JD2131                          STATION RECOVERY (1948)
 JD2131
 JD2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2131'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JD2131'A NEW SUB-SURFACE MARK, AZIMUTH MARK
 JD2131'AND REFERENCE MARKS NOS 1 AND 2 WAS SET.  FOLLOWING
 JD2131'IS A COMPLETE DESCRIPTION.
 JD2131'
 JD2131'THE STATION IS LOCATED ABOUT 16.5 MILES SOUTH OF WARRENSBURG,
 JD2131'4.0 MILES SOUTHWEST OF LEETON AND 0.3 MILES WEST OF THE SMALL
 JD2131'SETTLEMENT OF POST OAK, ON LAND OWNED BY MR. JOHN HARCLERODE.
 JD2131'IT IS ON THE HIGHEST POINT OF A CULTIVATED FIELD, 225 FEET
 JD2131'SOUTH OF EAST-WEST ROAD, 195 FEET SOUTH OF BOARD GATE INTO
 JD2131'FIELD AND 250 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 JD2131'STAMPED CALDWELL 1882,1922,1948 AND SET 12 INCHES BELOW THE
 JD2131'GROUND SURFACE.
 JD2131'
 JD2131'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 60 FEET EAST
 JD2131'OF THE EAST END OF THE BOARD GATE INTO FIELD, 25 FEET SOUTH OF
 JD2131'THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT SOUTH OF FENCE LINE.
 JD2131'IT IS STAMPED CALDWELL NO 1 1948 AND SET FLUSH WITH THE
 JD2131'GROUND SURFACE.
 JD2131'
 JD2131'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 100 FEET WEST
 JD2131'OF THE WEST END OF THE BOARD GATE INTO FIELD, 25 FEET SOUTH OF
 JD2131'THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT SOUTH OF FENCE LINE.
 JD2131'IT IS STAMPED CALDWELL NO 2 1948 AND SET FLUSH WITH THE
 JD2131'GROUND SURFACE.
 JD2131'
 JD2131'THE AZIMUTH MARK IS ABOUT 0.35 MILE EAST OF THE STATION, 30 FEET
 JD2131'EAST OF THE CENTER OF STATE ROUTE 13, 1 FOOT SOUTH OF TELEPHONE
 JD2131'POLE AND 1 FOOT NORTH OF WITNESS POST.  IT IS STAMPED CALDWELL
 JD2131'1948 AND PROJECTS 4 INCHES.  TO REACH FROM THE STATION, GO
 JD2131'EAST FOR 0.3 MILE TO STATE ROUTE 13, TURN RIGHT AND GO SOUTH
 JD2131'0.15 MILE TO THE MARK ON THE EAST SIDE AS DESCRIBED.
 JD2131'
 JD2131'TO REACH THE STATION FROM THE POST OAK STORE IN THE SMALL
 JD2131'SETTLEMENT OF POST OAK, GO WEST ON GRAVELED ROAD JUST SOUTH OF
 JD2131'THE STORE FOR 0.3 MILE TO FARM HOUSE ON THE RIGHT AND BOARD
 JD2131'GATE INTO FIELD ON THE LEFT, PASS THROUGH GATE AND GO SOUTH FOR
 JD2131'ABOUT 200 FEET TO THE STATION AS DESCRIBED.
 JD2131'
 JD2131'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 JD2131'
 JD2131'A 74 FOOT SIGNAL AT STATION BAKER 1883 IS VISIBLE AT 50 FEET.
 JD2131'
 JD2131'A 74 FOOT SIGNAL AT STATION HUTCHISON IS VISIBLE AT 37 FEET.
 JD2131'
 JD2131'AN 87 FOOT SIGNAL AT STATION MARRKINNEY IS VISIBLE AT 12 FEET.
 JD2131'
 JD2131'AN 87 FOOT SIGNAL AT STATION NORMAL-2 IS VISIBLE AT 37 FEET.
 JD2131'
 JD2131'A 74 FOOT SIGNAL AT STAION CHRISTOPHER IS VISIBLE AT 37 FEET.
 JD2131'
 JD2131'A 47 FOOT SIGNAL AT STATION KNOB NOSTER 1882,1922 IS VISIBLE
 JD2131'AT 37 FEET.
 JD2131'
 JD2131'A 74 FOOT SIGNAL AT STATION LEETON IS VISIBLE AT 4 FEET.
 JD2131'
 JD2131'A 74 FOOT SIGNAL AT STAION HIGH IS VISIBLE AT 20 FEET.
 JD2131'
 JD2131'A 74 FOOT SIGNAL AT STATION GREEN IS VISIBLE AT 20 FEET.
 JD2131'
 JD2131'A 74 FOOT SIGNAL AT STATION GARLAND IS VISIBLE AT 4 FEET.
 JD2131'
 JD2131'AN 87 FOOT SIGNAL AT STATION CREIGHTON IS VISIBLE AT 10 FEET.
 JD2131'
 JD2131'A 47 FOOT SIGNAL AT STATION HUTTON MOUND 1883,1922,1948 IS
 JD2131'VISIBLE AT 10 FEET.
 JD2131'
 JD2131'A 74 FOOT SIGNAL AT STATION QUICK CITY IS VISIBLE AT 10 FEET.
 JD2131
 JD2131                          STATION RECOVERY (1955)
 JD2131
 JD2131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JD2131'DESCRIPTION CHANGE-
 JD2131'
 JD2131'IN NORTHEAST CORNER OF W-1/2, SE-1/4, SEC. 26, T 44 N, R 26 W,
 JD2131'APPROXIMATELY 1550 FT. WEST OF MAIN INTERSECTION, STATE HWY. 13,
 JD2131'AND EAST-WEST GRAVELED ROAD, IN VILLAGE OF POST OAK, 205 FEET
 JD2131'SOUTH OF EAST-WEST ROAD, AND 275.8 FEET SOUTH OF SOUTHEAST CORNER
 JD2131'OF HOUSE.
 JD2131'
 JD2131'REMAINING PORTION OF SANDSTONE POST FOUND IN DESCRIBED POSTITION.
 JD2131'TOP PORTION OF TABLET MISSING.  APPARENTLY BROKEN BY FARM
 JD2131'MACHINERY IN CULTIVATION OF FIELD.
 JD2131
 JD2131                          STATION RECOVERY (1963)
 JD2131
 JD2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2131'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 JD2131'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 JD2131'CONDITION.  THE DIRECTIONS TO ALL THE MARKS WERE VERIFIED.
 JD2131'THE DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED.  THE DISTANCE
 JD2131'TO REFERENCE MARK NO. 2 MISSED THE 1948 MEASUREMENT .05 FOOT.
 JD2131'
 JD2131'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 JD2131'
 JD2131'THE STATION IS 13-3/4 MILES SOUTH OF WARRENSBURG, 3 MILES WEST
 JD2131'AND 1 MILE SOUTH OF LEETON AND 0.3 MILE WEST OF THE SMALL
 JD2131'SETTLEMENT OF POSTOAK, ON PROPERTY OWNED BY MR. JOHN HARCLERODE.
 JD2131'
 JD2131'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13
 JD2131'AND A GRAVEL CROSSROAD AT THE SOUTH SIDE OF THE GENERAL STORE IN
 JD2131'POSTOAK, GO WEST ON A GRAVEL ROAD FOR 0.3 MILE TO A HOUSE ON THE
 JD2131'RIGHT AND A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE
 JD2131'AND GO SOUTH ACROSS PASTURE FOR 0.05 MILE TO THE STATION.
 JD2131'
 JD2131'STATION MARK IS A STANDARD DISK STAMPED CALDWELL 1882 1922 1948,
 JD2131'SET IN A SQUARE CONCRETE POST 8 INCHES BELOW THE SURFACE OF THE
 JD2131'GROUND.  IT IS 205 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 JD2131'192 FEET WEST OF A FENCE, 184 FEET SOUTH OF A METAL WITNESS POST
 JD2131'AND 183 FEET SOUTH OF A FENCE.  THE UNDERGROUND MARK
 JD2131'WAS NOT INSPECTED BY THIS PARTY.
 JD2131'
 JD2131'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CALDWELL NO 1 1948,
 JD2131'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ON THE
 JD2131'SOUTH SIDE.  IT IS 88 FEET EAST OF THE METAL WITNESS POST, 71 FEET
 JD2131'EAST OF THE EAST END GATE POST, 61 FEET SOUTHEAST OF A POWER
 JD2131'POLE, 24 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 6 INCHES
 JD2131'SOUTH OF THE FENCE.
 JD2131'
 JD2131'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CALDWELL NO 2 1948,
 JD2131'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 JD2131'IS 114 FEET WEST OF THE WEST END GATE POST, 110 FEET WEST OF THE
 JD2131'METAL WITNESS POST, 23 FEET SOUTH OF THE CENTER OF THE GRAVEL
 JD2131'ROAD AND 6 INCHES SOUTH OF THE FENCE.
 JD2131'
 JD2131'AZIMUTH MARK, A STANDARD DISK STAMPED CALDWELL 1948, IS SET
 JD2131'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 31 FEET
 JD2131'EAST OF THE CENTER OF STATE HIGHWAY 13, 14 FEET NORTH OF A TELEPHONE
 JD2131'POLE, 3 FEET NORTH OF A METAL WITNESS POST AND 1.5 FEET SOUTH OF A
 JD2131'POWER POLE.
 JD2131'
 JD2131'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 13
 JD2131'AND GRAVEL CROSSROADS AT THE SOUTH SIDE OF THE GENERAL STORE
 JD2131'IN POSTOAK, GO SOUTH ON HIGHWAY 13 FOR 0.15 MILE TO WHERE THE
 JD2131'HIGHWAY CURVES TO THE WEST AND THE AZIMUTH MARK ON THE LEFT.
 JD2131'
 JD2131'NOTE- REFERENCE MARKS WERE MEASURED PULLING 7 KG. TAPE TENSION.
 JD2131'
 JD2131'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2131
 JD2131                          STATION RECOVERY (1963)
 JD2131
 JD2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD2131'0.3 MI W FROM POST OAK.
 JD2131'ABOUT 0.3 MILE WEST ALONG A GRAVELED COUNTY ROAD FROM THE POST
 JD2131'OAK GENERAL STORE AT POST OAK, IN S 30, R 26 W, T 44 N, AT THE
 JD2131'CREST OF A SLIGHT HILL, AND SET IN THE TOP OF A CONCRETE POST
 JD2131'12 INCHES UNDER THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2130 ***********************************************************************
 JD2130  DESIGNATION -  CALDWELL RM 1
 JD2130  PID         -  JD2130
 JD2130  STATE/COUNTY-  MO/JOHNSON
 JD2130  USGS QUAD   -  CHILHOWEE (1955)
 JD2130
 JD2130                         *CURRENT SURVEY CONTROL
 JD2130  ___________________________________________________________________
 JD2130* NAD 83(1986)-  38 34 05.     (N)    093 45 23.     (W)     SCALED    
 JD2130* NAVD 88     -       304.966  (meters)    1000.54   (feet)  ADJUSTED  
 JD2130  ___________________________________________________________________
 JD2130  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD2130  DYNAMIC HT  -         304.755 (meters)     999.85  (feet)  COMP
 JD2130  MODELED GRAV-     979,929.0   (mgal)                       NAVD 88
 JD2130
 JD2130  VERT ORDER  -  SECOND    CLASS 0
 JD2130
 JD2130.The horizontal coordinates were scaled from a topographic map and have
 JD2130.an estimated accuracy of +/- 6 seconds.
 JD2130
 JD2130.The orthometric height was determined by differential leveling
 JD2130.and adjusted by the National Geodetic Survey in June 1991..
 JD2130
 JD2130.The geoid height was determined by GEOID03.
 JD2130
 JD2130.The dynamic height is computed by dividing the NAVD 88
 JD2130.geopotential number by the normal gravity value computed on the
 JD2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2130.degrees latitude (g = 980.6199 gals.).
 JD2130
 JD2130.The modeled gravity was interpolated from observed gravity values.
 JD2130
 JD2130;                    North         East    Units  Estimated Accuracy
 JD2130;SPC MO W     -   266,760.      914,800.      MT  (+/- 180 meters Scaled)
 JD2130
 JD2130                          SUPERSEDED SURVEY CONTROL
 JD2130
 JD2130  NGVD 29 (??/??/92)  304.853  (m)         1000.17   (f) ADJ UNCH    2 0
 JD2130
 JD2130.Superseded values are not recommended for survey control.
 JD2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2130.See file dsdata.txt to determine how the superseded data were derived.
 JD2130
 JD2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC341691(NAD 83)
 JD2130_MARKER: DR = REFERENCE MARK DISK
 JD2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2130_STAMPING: CALDWELL NO 1 1948
 JD2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2130+STABILITY: SURFACE MOTION
 JD2130
 JD2130  HISTORY     - Date     Condition        Report By
 JD2130  HISTORY     - 1948     MONUMENTED       CGS
 JD2130  HISTORY     - 1963     GOOD             NGS
 JD2130
 JD2130                          STATION DESCRIPTION
 JD2130
 JD2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2130'0.3 MI W FROM POST OAK.
 JD2130'ABOUT 0.3 MILE WEST ALONG A GRAVELED COUNTY ROAD FROM THE POST
 JD2130'OAK GENERAL STORE AT POST OAK, IN S 30, R 26 W, T 44 N, AT THE
 JD2130'CREST OF A SLIGHT HILL, ACROSS THE ROAD FROM A FARMHOUSE, 200.0
 JD2130'FEET EAST OF R.M. 2, 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JD2130'72 FEET EAST OF THE EAST END OF A GATE, 1.0 FOOT SOUTH OF AN
 JD2130'EAST-WEST FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 JD2130'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2132 ***********************************************************************
 JD2132  DESIGNATION -  CALDWELL RM 2
 JD2132  PID         -  JD2132
 JD2132  STATE/COUNTY-  MO/JOHNSON
 JD2132  USGS QUAD   -  CHILHOWEE (1955)
 JD2132
 JD2132                         *CURRENT SURVEY CONTROL
 JD2132  ___________________________________________________________________
 JD2132* NAD 83(1986)-  38 34 05.     (N)    093 45 23.     (W)     SCALED    
 JD2132* NAVD 88     -       305.148  (meters)    1001.14   (feet)  ADJUSTED  
 JD2132  ___________________________________________________________________
 JD2132  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD2132  DYNAMIC HT  -         304.937 (meters)    1000.45  (feet)  COMP
 JD2132  MODELED GRAV-     979,929.0   (mgal)                       NAVD 88
 JD2132
 JD2132  VERT ORDER  -  SECOND    CLASS 0
 JD2132
 JD2132.The horizontal coordinates were scaled from a topographic map and have
 JD2132.an estimated accuracy of +/- 6 seconds.
 JD2132
 JD2132.The orthometric height was determined by differential leveling
 JD2132.and adjusted by the National Geodetic Survey in June 1991..
 JD2132
 JD2132.The geoid height was determined by GEOID03.
 JD2132
 JD2132.The dynamic height is computed by dividing the NAVD 88
 JD2132.geopotential number by the normal gravity value computed on the
 JD2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2132.degrees latitude (g = 980.6199 gals.).
 JD2132
 JD2132.The modeled gravity was interpolated from observed gravity values.
 JD2132
 JD2132;                    North         East    Units  Estimated Accuracy
 JD2132;SPC MO W     -   266,760.      914,800.      MT  (+/- 180 meters Scaled)
 JD2132
 JD2132                          SUPERSEDED SURVEY CONTROL
 JD2132
 JD2132  NGVD 29 (??/??/92)  305.035  (m)         1000.77   (f) ADJ UNCH    2 0
 JD2132
 JD2132.Superseded values are not recommended for survey control.
 JD2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2132.See file dsdata.txt to determine how the superseded data were derived.
 JD2132
 JD2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC341691(NAD 83)
 JD2132_MARKER: DR = REFERENCE MARK DISK
 JD2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2132_STAMPING: CALDWELL NO 2 1948
 JD2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2132+STABILITY: SURFACE MOTION
 JD2132
 JD2132  HISTORY     - Date     Condition        Report By
 JD2132  HISTORY     - 1948     MONUMENTED       CGS
 JD2132  HISTORY     - 1963     GOOD             NGS
 JD2132
 JD2132                          STATION DESCRIPTION
 JD2132
 JD2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2132'0.3 MI W FROM POST OAK.
 JD2132'ABOUT 0.3 MILE WEST ALONG A GRAVELED COUNTY ROAD FROM THE POST
 JD2132'OAK GENERAL STORE AT POST OAK, IN S 30, R 26 W, T 44 N, AT THE
 JD2132'CREST OF A SLIGHT HILL, ACROSS THE ROAD FROM A FARMHOUSE, 200.0
 JD2132'FEET WEST OF R.M. 1, 118.0 FEET WEST OF THE WEST END OF A GATE,
 JD2132'22 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.0 FOOT SOUTH OF AN
 JD2132'EAST-WEST FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 JD2132'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2616 ***********************************************************************
 JD2616  DESIGNATION -  CALIFORNIA CHURCH SPIRE
 JD2616  PID         -  JD2616
 JD2616  STATE/COUNTY-  MO/MONITEAU
 JD2616  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD2616
 JD2616                         *CURRENT SURVEY CONTROL
 JD2616  ___________________________________________________________________
 JD2616* NAD 83(1997)-  38 38 00.78066(N)    092 33 59.56362(W)     ADJUSTED  
 JD2616* NAVD 88     -                                                        
 JD2616  ___________________________________________________________________
 JD2616  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 JD2616  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD2616
 JD2616  HORZ ORDER  -  THIRD
 JD2616
 JD2616.The horizontal coordinates were established by classical geodetic methods
 JD2616.and adjusted by the National Geodetic Survey in February 2000..
 JD2616
 JD2616
 JD2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2616
 JD2616.The geoid height was determined by GEOID03.
 JD2616
 JD2616;                    North         East     Units Scale Factor Converg.
 JD2616;SPC MO C     -   310,755.284   494,206.177   MT  0.99993375   -0 02 29.6
 JD2616;UTM  15      - 4,276,201.629   537,726.503   MT  0.99961753   +0 16 14.2
 JD2616
 JD2616                          SUPERSEDED SURVEY CONTROL
 JD2616
 JD2616  NAD 83(1986)-  38 38 00.79188(N)    092 33 59.56591(W) AD(       ) 4
 JD2616  NAD 27      -  38 38 00.70800(N)    092 33 58.87400(W) AD(       ) 3
 JD2616
 JD2616.Superseded values are not recommended for survey control.
 JD2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2616.See file dsdata.txt to determine how the superseded data were derived.
 JD2616
 JD2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3772776202(NAD 83)
 JD2616_MARKER: 90 = CHURCH SPIRE
 JD2616
 JD2616  HISTORY     - Date     Condition        Report By
 JD2616  HISTORY     - 1879     FIRST OBSERVED   CGS
 JD2616
 JD2616                          STATION DESCRIPTION
 JD2616
 JD2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (FDG)
 JD2616'LOST.  LOCAL INFORMATION INDICATES THERE WERE SPIRES ON BAPTIST
 JD2616'AND METHODIST CHURCHES, BOTH OF WHICH HAVE BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2614 ***********************************************************************
 JD2614  DESIGNATION -  CALIFORNIA EVAN REFORMED CH
 JD2614  PID         -  JD2614
 JD2614  STATE/COUNTY-  MO/MONITEAU
 JD2614  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD2614
 JD2614                         *CURRENT SURVEY CONTROL
 JD2614  ___________________________________________________________________
 JD2614* NAD 83(1997)-  38 37 58.74097(N)    092 33 59.67096(W)     ADJUSTED  
 JD2614* NAVD 88     -                                                        
 JD2614  ___________________________________________________________________
 JD2614  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 JD2614  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD2614
 JD2614  HORZ ORDER  -  THIRD
 JD2614
 JD2614.The horizontal coordinates were established by classical geodetic methods
 JD2614.and adjusted by the National Geodetic Survey in February 2000..
 JD2614
 JD2614
 JD2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2614
 JD2614.The geoid height was determined by GEOID03.
 JD2614
 JD2614;                    North         East     Units Scale Factor Converg.
 JD2614;SPC MO C     -   310,692.394   494,203.535   MT  0.99993375   -0 02 29.6
 JD2614;UTM  15      - 4,276,138.746   537,724.205   MT  0.99961752   +0 16 14.2
 JD2614
 JD2614                          SUPERSEDED SURVEY CONTROL
 JD2614
 JD2614  NAD 83(1986)-  38 37 58.75213(N)    092 33 59.67343(W) AD(       ) 4
 JD2614  NAD 27      -  38 37 58.66419(N)    092 33 58.97621(W) AD(       ) 3
 JD2614
 JD2614.Superseded values are not recommended for survey control.
 JD2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2614.See file dsdata.txt to determine how the superseded data were derived.
 JD2614
 JD2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3772476139(NAD 83)
 JD2614
 JD2614  HISTORY     - Date     Condition        Report By
 JD2614  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2614
 JD2614                          STATION DESCRIPTION
 JD2614
 JD2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2614'THE STATION IS LOCATED IN THE SOUTHWEST SIDE OF CALIFORNIA.  THE
 JD2614'BUILDING IS A RED BRICK STRUCTURE, APPROXIMATELY 120 FEET LONG
 JD2614'AND 40 FEET WIDE.  THE STEEPLE IS LOCATED AT THE SOUTHEAST
 JD2614'CORNER OF THE BUILDING AND APPROXIMATELY 75 FEET HIGH.
 JD2614'
 JD2614'THE POINT INTERSECTED WAS THE TIP OF STEEPLE.
 JD2614'
 JD2614'TO REACH FROM THE SOUTHWEST CORNER OF THE COURT HOUSE SQUARE, GO
 JD2614'WEST 1 BLOCK, TURN LEFT (SOUTH) 4 BLOCKS TO THE STATION
 JD2614'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0333 ***********************************************************************
 JD0333  DESIGNATION -  CALIFORNIA MAGNETIC STATION
 JD0333  PID         -  JD0333
 JD0333  STATE/COUNTY-  MO/MONITEAU
 JD0333  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD0333
 JD0333                         *CURRENT SURVEY CONTROL
 JD0333  ___________________________________________________________________
 JD0333* NAD 83(1986)-  38 38 00.     (N)    092 33 34.     (W)     SCALED    
 JD0333* NAVD 88     -       250.421  (meters)     821.59   (feet)  POSTED    
 JD0333  ___________________________________________________________________
 JD0333  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD0333  DYNAMIC HT  -         250.250 (meters)     821.03  (feet)  COMP
 JD0333  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 JD0333
 JD0333  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JD0333
 JD0333.The horizontal coordinates were scaled from a topographic map and have
 JD0333.an estimated accuracy of +/- 6 seconds.
 JD0333
 JD0333.The orthometric height was determined by differential leveling
 JD0333.and adjusted by the National Geodetic Survey in 1992..
 JD0333.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JD0333.rate of 0.0 thru 1.0 mm/km.
 JD0333
 JD0333.The geoid height was determined by GEOID03.
 JD0333
 JD0333.The dynamic height is computed by dividing the NAVD 88
 JD0333.geopotential number by the normal gravity value computed on the
 JD0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0333.degrees latitude (g = 980.6199 gals.).
 JD0333
 JD0333.The modeled gravity was interpolated from observed gravity values.
 JD0333
 JD0333;                    North         East    Units  Estimated Accuracy
 JD0333;SPC MO C     -   310,730.      494,820.      MT  (+/- 180 meters Scaled)
 JD0333
 JD0333                          SUPERSEDED SURVEY CONTROL
 JD0333
 JD0333  NGVD 29 (??/??/92)  250.32   (m)          821.3    (f) COMPUTED    1 2
 JD0333
 JD0333.Superseded values are not recommended for survey control.
 JD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0333.See file dsdata.txt to determine how the superseded data were derived.
 JD0333
 JD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC383761(NAD 83)
 JD0333_MARKER: DB = BENCH MARK DISK
 JD0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0333+STABILITY: SURFACE MOTION
 JD0333
 JD0333  HISTORY     - Date     Condition        Report By
 JD0333  HISTORY     - UNK      MONUMENTED       CGS
 JD0333  HISTORY     - 1946     GOOD             NGS
 JD0333  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD0333
 JD0333                          STATION DESCRIPTION
 JD0333
 JD0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0333'AT CALIFORNIA.
 JD0333'AT CALIFORNIA, AND AT THE COUNTY FAIR GROUNDS, ON THE INFIELD
 JD0333'OF THE RACE TRACK, 158 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JD0333'OF THE GRANDSTAND, 88 FEET SOUTH OF THE SOUTHWEST CORNER OF
 JD0333'THE JUDGES STAND, 32 FEET EAST OF THE WEST FENCE OF THE INFIELD,
 JD0333'A BRONZE MAGNETIC STATION DISC SET IN THE TOP OF A LIMESTONE
 JD0333'POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 JD0333
 JD0333                          STATION RECOVERY (1963)
 JD0333
 JD0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2615 ***********************************************************************
 JD2615  DESIGNATION -  CALIFORNIA MONITEAU CO CTHSE
 JD2615  PID         -  JD2615
 JD2615  STATE/COUNTY-  MO/MONITEAU
 JD2615  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD2615
 JD2615                         *CURRENT SURVEY CONTROL
 JD2615  ___________________________________________________________________
 JD2615* NAD 83(1997)-  38 38 11.63009(N)    092 33 53.48492(W)     ADJUSTED  
 JD2615* NAVD 88     -                                                        
 JD2615  ___________________________________________________________________
 JD2615  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 JD2615  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2615
 JD2615  HORZ ORDER  -  THIRD
 JD2615
 JD2615.The horizontal coordinates were established by classical geodetic methods
 JD2615.and adjusted by the National Geodetic Survey in February 2000..
 JD2615
 JD2615
 JD2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2615
 JD2615.The geoid height was determined by GEOID03.
 JD2615
 JD2615;                    North         East     Units Scale Factor Converg.
 JD2615;SPC MO C     -   311,089.706   494,353.426   MT  0.99993373   -0 02 25.8
 JD2615;UTM  15      - 4,276,536.743   537,871.882   MT  0.99961766   +0 16 18.1
 JD2615
 JD2615                          SUPERSEDED SURVEY CONTROL
 JD2615
 JD2615  NAD 83(1986)-  38 38 11.64123(N)    092 33 53.48741(W) AD(       ) 4
 JD2615  NAD 27      -  38 38 11.55301(N)    092 33 52.79271(W) AD(       ) 3
 JD2615
 JD2615.Superseded values are not recommended for survey control.
 JD2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2615.See file dsdata.txt to determine how the superseded data were derived.
 JD2615
 JD2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3787276537(NAD 83)
 JD2615_MARKER: 87 = DOME
 JD2615
 JD2615  HISTORY     - Date     Condition        Report By
 JD2615  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2615
 JD2615                          STATION DESCRIPTION
 JD2615
 JD2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2615'THE STATION IS LOCATED IN THE CENTER OF THE SQUARE IN CALIFORNIA.
 JD2615'THE BUILDING IS OF RED BRICK STRUCTURE, APPROXIMATELY 40 FEET
 JD2615'WIDE AND 80 FEET LONG.  THE DOME IS APPROX. 60 FEET HIGH.
 JD2615'
 JD2615'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2613 ***********************************************************************
 JD2613  DESIGNATION -  CALIFORNIA MUNICIPAL TANK
 JD2613  PID         -  JD2613
 JD2613  STATE/COUNTY-  MO/MONITEAU
 JD2613  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD2613
 JD2613                         *CURRENT SURVEY CONTROL
 JD2613  ___________________________________________________________________
 JD2613* NAD 83(1997)-  38 37 46.25257(N)    092 34 03.33864(W)     ADJUSTED  
 JD2613* NAVD 88     -                                                        
 JD2613  ___________________________________________________________________
 JD2613  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JD2613  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD2613
 JD2613  HORZ ORDER  -  THIRD
 JD2613
 JD2613.The horizontal coordinates were established by classical geodetic methods
 JD2613.and adjusted by the National Geodetic Survey in February 2000..
 JD2613
 JD2613
 JD2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2613
 JD2613.The geoid height was determined by GEOID03.
 JD2613
 JD2613;                    North         East     Units Scale Factor Converg.
 JD2613;SPC MO C     -   310,307.396   494,114.548   MT  0.99993376   -0 02 31.9
 JD2613;UTM  15      - 4,275,753.391   537,637.344   MT  0.99961744   +0 16 11.8
 JD2613
 JD2613                          SUPERSEDED SURVEY CONTROL
 JD2613
 JD2613  NAD 83(1986)-  38 37 46.26374(N)    092 34 03.34111(W) AD(       ) 4
 JD2613  NAD 27      -  38 37 46.17593(N)    092 34 02.64122(W) AD(       ) 3
 JD2613
 JD2613.Superseded values are not recommended for survey control.
 JD2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2613.See file dsdata.txt to determine how the superseded data were derived.
 JD2613
 JD2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3763775753(NAD 83)
 JD2613_MARKER: 53 = ELEVATED TANK
 JD2613
 JD2613  HISTORY     - Date     Condition        Report By
 JD2613  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2613
 JD2613                          STATION DESCRIPTION
 JD2613
 JD2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2613'THE STATION IS LOCATED IN THE SOUTHERLY EDGE OF CALIFORNIA AND
 JD2613'0.1 MILE WEST-NORTHWEST OF THE RAILROAD STATION.  IT IS A
 JD2613'4 LEGGED STEEL STRUCTURE PAINTED SILVER AND APPROXIMATELY 75
 JD2613'FEET HIGH.
 JD2613'
 JD2613'THE POINT INTERSECTED WAS THE BALL ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0778 ***********************************************************************
 HC0778  DESIGNATION -  CALLAHAN
 HC0778  PID         -  HC0778
 HC0778  STATE/COUNTY-  MO/SHANNON
 HC0778  USGS QUAD   -  MIDRIDGE (1985)
 HC0778
 HC0778                         *CURRENT SURVEY CONTROL
 HC0778  ___________________________________________________________________
 HC0778* NAD 83(1997)-  37 16 02.07632(N)    091 09 42.74943(W)     ADJUSTED  
 HC0778* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 HC0778  ___________________________________________________________________
 HC0778  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 HC0778  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HC0778
 HC0778  HORZ ORDER  -  SECOND
 HC0778
 HC0778.The horizontal coordinates were established by classical geodetic methods
 HC0778.and adjusted by the National Geodetic Survey in February 2000..
 HC0778
 HC0778.The orthometric height was scaled from a topographic map.
 HC0778
 HC0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0778
 HC0778.The geoid height was determined by GEOID03.
 HC0778
 HC0778;                    North         East     Units Scale Factor Converg.
 HC0778;SPC MO E     -   159,314.646   191,295.804   MT  0.99997577   -0 24 02.9
 HC0778;UTM  15      - 4,126,102.608   662,982.513   MT  0.99992722   +1 06 47.8
 HC0778
 HC0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0778!SPC MO E     -   0.99995087  x   0.99997577  =   0.99992664
 HC0778!UTM  15      -   0.99995087  x   0.99992722  =   0.99987809
 HC0778
 HC0778:                Primary Azimuth Mark                     Grid Az
 HC0778:SPC MO E     -  PANTHER HILL LOOKOUT TOWER               061 52 35.7
 HC0778:UTM  15      -  PANTHER HILL LOOKOUT TOWER               060 21 45.0
 HC0778
 HC0778|---------------------------------------------------------------------|
 HC0778| PID    Reference Object                     Distance      Geod. Az  |
 HC0778|                                                           dddmmss.s |
 HC0778| HC0776 PANTHER HILL LOOKOUT TOWER          APPROX.13.6 KM 0612832.8 |
 HC0778| CN5814 CALLAHAN RM 1                        20.049 METERS 21120     |
 HC0778| HC0795 COOT                                APPROX.13.2 KM 2171048.7 |
 HC0778| CN5815 CALLAHAN RM 2                        24.957 METERS 30603     |
 HC0778| CN5816 CALLAHAN RM 3                                      32912     |
 HC0778|---------------------------------------------------------------------|
 HC0778
 HC0778                          SUPERSEDED SURVEY CONTROL
 HC0778
 HC0778  NAD 83(1986)-  37 16 02.08801(N)    091 09 42.74799(W) AD(       ) 2
 HC0778  NAD 27      -  37 16 01.91810(N)    091 09 42.28230(W) AD(       ) 2
 HC0778
 HC0778.Superseded values are not recommended for survey control.
 HC0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0778.See file dsdata.txt to determine how the superseded data were derived.
 HC0778
 HC0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB6298326103(NAD 83)
 HC0778_MARKER: DD = SURVEY DISK
 HC0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0778
 HC0778  HISTORY     - Date     Condition        Report By
 HC0778  HISTORY     - 1962     MONUMENTED       CGS
 HC0778
 HC0778                          STATION DESCRIPTION
 HC0778
 HC0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0778'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF EMINENCE, 11
 HC0778'MILES WEST-NORTHWEST OF ELLINGTON, 0.2 MILE WEST OF THE
 HC0778'REYNOLDS-SHANNON COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION 28,
 HC0778'T 30 N, R 2 W. AND ON THE PROPERTY OF THE PIONEER FOREST CO.  IT
 HC0778'IS 5 FEET NORTHWEST OF A WITNESS POST, 13 FEET NORTHEAST OF A
 HC0778'10 INCH OAK TREE.  25 FEET EAST OF THE CENTERLINE A BLADED
 HC0778'ROAD AND 40 FEET NORTH OF AN 18 INCH OAK TREE.  THE MONUMENT
 HC0778'PROJECTS 6 INCHES AND THE DISK IS STAMPED CALLAHAN 1962.
 HC0778'
 HC0778'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 106 IN
 HC0778'ELLINGTON, GO WESTERLY ON HIGHWAY 106 FOR 5.55 MILES TO A SIDE
 HC0778'ROAD RIGHT (COUNTY ROAD B).  TURN RIGHT AND GO NORTHWESTERLY
 HC0778'ON COUNTY ROAD B FOR 5.05 MILES TO A SIDE ROAD LEFT.  CONTINUE
 HC0778'NORTHERLY ON ROAD B FOR 2.25 MILES TO A SIDE ROAD LEFT.
 HC0778'TURN LEFT AND GO WESTERLY ON A BLADED ROAD FOR 1.4 MILES TO A
 HC0778'FORK.  TAKE RIGHT FORK AND GO NORTHWESTERLY ON A BLADED ROAD
 HC0778'FOR 1.3 MILES TO A SIDE ROAD RIGHT.  CONTINUE WESTERLY ON THE
 HC0778'BLADED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT AND REFERENCE
 HC0778'MARK 3 IN THE SOUTHWEST ANGLE OF THE INTERSECTION.  TURN LEFT
 HC0778'AND GO SOUTH ON A BLADED ROAD FOR 0.1 MILE TO THE STATION ON
 HC0778'THE LEFT.
 HC0778'
 HC0778'REFERENCE MARK 1 IS 2 FEET NORTH OF AN 8 INCH PINE TREE, 8 FEET
 HC0778'WEST OF A 12 INCH PINE TREE AND 32 FEET SOUTHWEST OF THE
 HC0778'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE
 HC0778'DISK IS STAMPED CALLAHAN NO 1 1962.
 HC0778'
 HC0778'REFERENCE MARK 2 IS 3 FEET EAST OF A 6 INCH OAK TREE, 7 FEET
 HC0778'WEST OF A 12 INCH PINE TREE, 12 FEET NORTH OF A 14 INCH PINE
 HC0778'TREE AND 16 FEET WEST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 HC0778'PROJECTS 4 INCHES AND THE DISK IS STAMPED CALLAHAN NO 2 1962.
 HC0778'
 HC0778'REFERENCE MARK 3 IS 4 FEET EAST OF A WITNESS POST, 14 FEET
 HC0778'WEST OF THE CENTERLINE OF A BLADED ROAD, 23 FEET SOUTHEAST OF THE
 HC0778'CENTERLINE OF A BLADED ROAD AND 33 FEET SOUTH OF A T-ROAD
 HC0778'INTERSECTION.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 HC0778'IS STAMPED CALLAHAN NO 3 1962.
 HC0778'
 HC0778'NO MEASUREMENT BETWEEN RMS TREES ON LINE.
 HC0778'
 HC0778'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CL8998 ***********************************************************************
 CL8998  DESIGNATION -  CALLAO AZ MK
 CL8998  PID         -  CL8998
 CL8998  STATE/COUNTY-  MO/MACON
 CL8998  USGS QUAD   -  NEW CAMBRIA EAST (1979)
 CL8998
 CL8998                         *CURRENT SURVEY CONTROL
 CL8998  ___________________________________________________________________
 CL8998* NAD 83(1997)-  39 45 31.76965(N)    092 38 24.97150(W)     ADJUSTED  
 CL8998* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 CL8998  ___________________________________________________________________
 CL8998  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CL8998  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 CL8998
 CL8998  HORZ ORDER  -  THIRD
 CL8998
 CL8998.The horizontal coordinates were established by classical geodetic methods
 CL8998.and adjusted by the National Geodetic Survey in January 2004..
 CL8998
 CL8998.The orthometric height was scaled from a topographic map.
 CL8998
 CL8998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL8998
 CL8998.The geoid height was determined by GEOID03.
 CL8998
 CL8998;                    North         East     Units Scale Factor Converg.
 CL8998;SPC MO C     -   435,681.403   487,980.581   MT  0.99993511   -0 05 23.0
 CL8998;UTM  15      - 4,401,051.567   530,814.249   MT  0.99961169   +0 13 48.3
 CL8998
 CL8998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL8998!SPC MO C     -   0.99996469  x   0.99993511  =   0.99989980
 CL8998!UTM  15      -   0.99996469  x   0.99961169  =   0.99957639
 CL8998
 CL8998                          SUPERSEDED SURVEY CONTROL
 CL8998
 CL8998.No superseded survey control is available for this station.
 CL8998
 CL8998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE3081401052(NAD 83)
 CL8998_MARKER: DZ = AZIMUTH MARK DISK
 CL8998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL8998_STAMPING: CALLAO 1948
 CL8998_MARK LOGO: CGS   
 CL8998_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL8998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL8998+STABILITY: SURFACE MOTION
 CL8998
 CL8998  HISTORY     - Date     Condition        Report By
 CL8998  HISTORY     - 1948     MONUMENTED       CGS
 CL8998  HISTORY     - 19840816 GOOD             NGS
 CL8998
 CL8998                          STATION DESCRIPTION
 CL8998
 CL8998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CL8998'THE STATION IS LOCATED ABOUT 3/4 MI SW OF CALLAO, 0.05 MI (0.08 KM) N
 CL8998'OF THE W JUNCTION OF THE U.S HWY 36 AND STATE HWY 3 WITH STATE ROAD
 CL8998'UU, AND ON RIGHT-OF-WAY.  THE STATION MARK IS A STANDARD CGS AZ MK
 CL8998'DISK, STAMPED---CALLAO 1948---, SET INTO THE TOP OF A 12-IN SQUARE
 CL8998'CONCRETE POST, WHICH PROJECTS 2 IN ABOVE THE GROUND.  IT IS 79.0 FT
 CL8998'(24.1 M) E FROM THE CENTERLINE OF ROAD UU, 40.0 FT (12.2 M) S FROM THE
 CL8998'CENTERLINE OF AN OLD CONCRETE ROAD WHICH USED TO BE HWY 36, 1.0 FT
 CL8998'(0.3 M) W FROM A WITNESS POST AND AT THE W END OF A CLUMP OF
 CL8998'SHRUBBERY.  THE MARK WAS ESTABLISHED IN 1948 AND WAS POSITIONED BY
 CL8998'ELECTRONIC TRAVERSE FROM STATION--CALLAO--IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1114 ***********************************************************************
 KD1114  DESIGNATION -  CALLAO RESET
 KD1114  PID         -  KD1114
 KD1114  STATE/COUNTY-  MO/MACON
 KD1114  USGS QUAD   -  NEW CAMBRIA EAST (1979)
 KD1114
 KD1114                         *CURRENT SURVEY CONTROL
 KD1114  ___________________________________________________________________
 KD1114* NAD 83(1997)-  39 45 33.36447(N)    092 38 42.05400(W)     ADJUSTED  
 KD1114* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 KD1114  ___________________________________________________________________
 KD1114  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 KD1114  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD1114
 KD1114  HORZ ORDER  -  SECOND
 KD1114
 KD1114.The horizontal coordinates were established by classical geodetic methods
 KD1114.and adjusted by the National Geodetic Survey in February 2000..
 KD1114
 KD1114.The orthometric height was scaled from a topographic map.
 KD1114
 KD1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1114
 KD1114.The geoid height was determined by GEOID03.
 KD1114
 KD1114;                    North         East     Units Scale Factor Converg.
 KD1114;SPC MO C     -   435,731.234   487,574.060   MT  0.99993523   -0 05 33.9
 KD1114;UTM  15      - 4,401,099.113   530,407.588   MT  0.99961138   +0 13 37.3
 KD1114
 KD1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1114!SPC MO C     -   0.99996440  x   0.99993523  =   0.99989963
 KD1114!UTM  15      -   0.99996440  x   0.99961138  =   0.99957579
 KD1114
 KD1114|---------------------------------------------------------------------|
 KD1114| PID    Reference Object                     Distance      Geod. Az  |
 KD1114|                                                           dddmmss.s |
 KD1114| DF8348 CALLAO RM 4                           3.009 METERS 06608     |
 KD1114| CL9001 CALLAO RM 3                          30.023 METERS 06610     |
 KD1114| CL8999 CALLAO RM 1                          40.255 METERS 07543     |
 KD1114| CL8998 CALLAO AZ MK                        409.590 METERS 0965344.4 |
 KD1114| CL9000 CALLAO RM 2                           3.769 METERS 31743     |
 KD1114|---------------------------------------------------------------------|
 KD1114
 KD1114                          SUPERSEDED SURVEY CONTROL
 KD1114
 KD1114  NAD 83(1997)-  39 45 33.36687(N)    092 38 42.06005(W) AD(       ) 2
 KD1114  NAD 83(1986)-  39 45 33.36854(N)    092 38 42.06147(W) AD(       ) 2
 KD1114  NAD 27      -  39 45 33.25660(N)    092 38 41.37440(W) AD(       ) 2
 KD1114
 KD1114.Superseded values are not recommended for survey control.
 KD1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1114.See file dsdata.txt to determine how the superseded data were derived.
 KD1114
 KD1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE3040801099(NAD 83)
 KD1114_MARKER: DS = TRIANGULATION STATION DISK
 KD1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1114_STAMPING: CALLAO 1948 1984
 KD1114_MARK LOGO: NGS   
 KD1114_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1114+STABILITY: SURFACE MOTION
 KD1114
 KD1114  HISTORY     - Date     Condition        Report By
 KD1114  HISTORY     - 1984     MONUMENTED       NGS
 KD1114  HISTORY     - 1990     GOOD             USPSQD
 KD1114  HISTORY     - 20020924 POOR             MODNR
 KD1114
 KD1114                          STATION DESCRIPTION
 KD1114
 KD1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KD1114'THE SURFACE STATION MARK AND RM 3 WERE FOUND DESTROYED.  THE
 KD1114'UNDERGROUND STATION MARK, RM 2 AND THE AZ MK WERE RECOVERED IN GOOD
 KD1114'CONDITION, HOWEVER, THE UNDERGROUND MARK WAS ONLY 18 INCHES BELOW THE
 KD1114'SURFACE OF THE GROUND.  THE HORIZONTAL POSITION OF THE UNDERGROUND
 KD1114'MARK WAS HELD, THEN THE MARK WAS REMOVED AND A NEW UNDERGROUND MARK
 KD1114'WAS SET 3.5 FT (1.1 M) BELOW THE GROUND SURFACE.  A NEW SURFACE MARK
 KD1114'WAS SET DIRECTLY OVER THE NEW UNDERGROUND MARK.  RM 4 WAS ALSO
 KD1114'ESTABLISHED.  THE DISTANCE TO RM 2 AGREED WITH 1966 DATA BUT THE
 KD1114'DIRECTION WAS 4 MINUTES, 20 SECONDS LARGER.  THE DIRECTION TO A
 KD1114'DISTANT MAST AGREED WITH THE 1966 OSTERVATION.  THE DISTANCE BETWEEN
 KD1114'THE RMS COULD NOT BE MEASURED BECAUSE OF TREES ON LINE.  A NEW
 KD1114'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED BAOUT 5 MI (8.0 KM) W OF
 KD1114'BEVIER, 1 MI (1.6 KM) SW OF CALLAO, 0.1 MI (0.2 KM) N OF U.S HWY 36
 KD1114'AND ON ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE W JUNCTION OF
 KD1114'U.S HWY 36, STATE HWY 3--LEADING SOUTH--AND STATE ROAD UU, ABOUT 3/4
 KD1114'MI SW OF CALLAO, GO N ON STATE ROAD UU FOR 0.05 MI (0.08 KM) TO THE
 KD1114'JUNCTION WITH AN OLD CONCRETE HWY, WHICH WAS U.S HWY 36 IN YEARS PAST,
 KD1114'AND THE AZ MK ON THE RIGHT, IN THE SE ANGLE OF THE INTERSECTION.  TURN
 KD1114'LEFT AND GO W ON ROAD UU AND THE OLD HWY FOR 0.25 MI (0.40 KM) TO A
 KD1114'CURVE WHERE ROAD UU TURNS N.  CONTINUE W ON THE OLD HWY FOR 0.05 MI
 KD1114'(0.08 KM) TO THE STATION ON THE LEFT.
 KD1114' 
 KD1114'THE STATION IS A STANDARD NGS DISK STAMPED---CALLAO 1948 1984---, SET
 KD1114'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN
 KD1114'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 47.0 FT (14.3 M)
 KD1114'ESE FROM THE E END OF A STONE CULVERT UNDER A FIELD ROAD, 36.0 FT
 KD1114'(11.0 M) S FROM THE CENTERLINE OF THE OLD HWY, 3.1 FT (0.9 M) W FROM A
 KD1114'WITNESS POST.  RM NO 02, IS A STANDARD CGS DISK STAMPED---CALLAO NO 2
 KD1114'1948---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES
 KD1114'(30 CM) IN DIAMETER, PROJECTING 06 INCHES (15 CM) ABOVE THE GROUND.
 KD1114'THE STATION IS LOCATED 21.0 FT (6.4 M) N FROM THE CENTERLINE OF THE
 KD1114'OLD HWY, 19.3 FT (5.9 M) W FROM A FENCE CORNER POST, 1.0 FT (0.3 M) E
 KD1114'FROM A WITNESS POST, AND 3.0 FT (0.9 M) LOWER THAN THE STATION.  RM NO
 KD1114'04, IS A STANDARD NGS DISK STAMPED---CALLAO 1948 NO 4 1984---, SET
 KD1114'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN
 KD1114'DIAMETER, PROJECTING 04 INCHES (10 CM) ABOVE THE GROUND.  THE STATION
 KD1114'IS LOCATED 44.0 FT (13.4 M) SW FROM THE CENTERLINE OF ROAD UU, 28.0 FT
 KD1114'(8.5 M) N FROM THE CENTERLINE OF THE OLD HWY, 1.2 FT (0.4 M) W FROM A
 KD1114'WITNESS POST, AND 1.0 FT (0.3 M) LOWER THAN THE STATION.  AZ MK NO 01,
 KD1114'IS A STANDARD CGS DISK STAMPED---CALLAO 1948---, SET INTO THE TOP OF A
 KD1114'SQUARE CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, PROJECTING
 KD1114'02 INCHES, 005 CM, ABOVE THE GROUND.  THE STATION IS LOCATED 79.0 FT
 KD1114'(24.1 M) E FROM THE CENTERLINE OF ROAD UU, 40.0 FT (12.2 M) S FROM THE
 KD1114'CENTERLINE OF OLD U.S HYW 36, 1.0 FT (0.3 M) W FROM A WITNESS POST.
 KD1114
 KD1114                          STATION RECOVERY (1990)
 KD1114
 KD1114'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1114'RECOVERED IN GOOD CONDITION.
 KD1114
 KD1114                          STATION RECOVERY (2002)
 KD1114
 KD1114'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 KD1114'THE MONUMENT WAS FOUND IN PLACE BUT LOOSE. THE STATION IS IN A
 KD1114'CONSTRUCTION AREA AT THIS TIME. THE UNDERSGROUND MARK WAS NOT
 KD1114'INSPECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0805 ***********************************************************************
 GE0805  DESIGNATION -  CALM
 GE0805  PID         -  GE0805
 GE0805  STATE/COUNTY-  MO/OREGON
 GE0805  USGS QUAD   -  BILLMORE (1966)
 GE0805
 GE0805                         *CURRENT SURVEY CONTROL
 GE0805  ___________________________________________________________________
 GE0805* NAD 83(1997)-  36 34 01.58191(N)    091 07 50.90531(W)     ADJUSTED  
 GE0805* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 GE0805  ___________________________________________________________________
 GE0805  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 GE0805  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GE0805
 GE0805  HORZ ORDER  -  SECOND
 GE0805
 GE0805.The horizontal coordinates were established by classical geodetic methods
 GE0805.and adjusted by the National Geodetic Survey in February 2000..
 GE0805
 GE0805.The orthometric height was scaled from a topographic map.
 GE0805
 GE0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0805
 GE0805.The geoid height was determined by GEOID03.
 GE0805
 GE0805;                    North         East     Units Scale Factor Converg.
 GE0805;SPC MO E     -    81,601.171   193,537.540   MT  0.99997260   -0 22 33.0
 GE0805;SPC AR N     -   248,178.443   477,810.156   MT  1.00008304   +0 30 20.8
 GE0805;SPC AR N     -   814,232.11  1,567,615.49   sFT  1.00008304   +0 30 20.8
 GE0805;UTM  15      - 4,048,477.557   667,260.196   MT  0.99994468   +1 06 49.9
 GE0805
 GE0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0805!SPC MO E     -   0.99996389  x   0.99997260  =   0.99993649
 GE0805!SPC AR N     -   0.99996389  x   1.00008304  =   1.00004692
 GE0805!UTM  15      -   0.99996389  x   0.99994468  =   0.99990857
 GE0805
 GE0805|---------------------------------------------------------------------|
 GE0805| PID    Reference Object                     Distance      Geod. Az  |
 GE0805|                                                           dddmmss.s |
 GE0805| CI1343 CALM RM 1                            24.399 METERS 00638     |
 GE0805| CI1344 CALM RM 2                            24.287 METERS 14315     |
 GE0805| CI1342 CALM AZ MK                                         1581620.1 |
 GE0805|---------------------------------------------------------------------|
 GE0805
 GE0805                          SUPERSEDED SURVEY CONTROL
 GE0805
 GE0805  NAD 83(1997)-  36 34 01.58267(N)    091 07 50.90464(W) AD(       ) 2
 GE0805  NAD 83(1986)-  36 34 01.58903(N)    091 07 50.90461(W) AD(       ) 2
 GE0805  NAD 27      -  36 34 01.36780(N)    091 07 50.43760(W) AD(       ) 2
 GE0805
 GE0805.Superseded values are not recommended for survey control.
 GE0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0805.See file dsdata.txt to determine how the superseded data were derived.
 GE0805
 GE0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6726048478(NAD 83)
 GE0805_MARKER: DS = TRIANGULATION STATION DISK
 GE0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0805
 GE0805  HISTORY     - Date     Condition        Report By
 GE0805  HISTORY     - 1955     MONUMENTED       CGS
 GE0805  HISTORY     - 1956     GOOD             CGS
 GE0805  HISTORY     - 20050322 MARK NOT FOUND   USACE
 GE0805
 GE0805                          STATION DESCRIPTION
 GE0805
 GE0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0805'THE STATION IS LOCATED ON A HIGH RIDGE, ABOUT 17 MILES
 GE0805'EAST-SOUTHEAST OF ALTON, 8-1/2 MILES EAST-NORTHEAST OF MYRTLE,
 GE0805'2-1/4 MILES EAST-NORTHEAST OF THE SMALL VILLAGE OF CALM,
 GE0805'56 FEET SOUTH OF A 36-INCH TRIANGULAR BLAZED OAK TREE, 4 FEET
 GE0805'SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST AND ON LAND
 GE0805'OWNED BY MR. J.T. CHEATHAM.
 GE0805'
 GE0805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 142
 GE0805'AND A CROSSROAD 0.1 MILE EAST OF THE STORE AND POST OFFICE
 GE0805'IN THE SMALL SETTLEMENT OF GATEWOOD, GO WESTERLY ON STATE
 GE0805'HIGHWAY 142 FOR 2.45 MILES TO A WOODS ROAD ON THE RIGHT,
 GE0805'TURN RIGHT (NORTHERLY) AND FOLLOW THE WOODS ROAD FOR 0.7 MILE
 GE0805'TO THE TOP OF RIDGE AND STATION AS DESCRIBED.
 GE0805'
 GE0805'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 GE0805'142 AND THE WOODS ROAD, GO WESTERLY ON THE HIGHWAY FOR 0.2
 GE0805'MILE TO THE OREGON-RIPLEY COUNTY LINE, CONTINUE ON THE HIGHWAY
 GE0805'FOR 0.05 MILE TO A FARM ROAD ON THE LEFT AND THE AZIMUTH
 GE0805'MARK AS DESCRIBED.
 GE0805'
 GE0805'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GE0805'CALM 1955.
 GE0805'
 GE0805'REFERENCE MARK 1 IS 48 FEET EAST OF THE TRIANGULAR BLAZED
 GE0805'OAK TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0805'CALM NO 1 1955.
 GE0805'
 GE0805'REFERENCE MARK 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE0805'CALM NO 2 1955.
 GE0805'
 GE0805'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTERLINE OF STATE
 GE0805'HIGHWAY 142, 12 FEET EAST OF THE CENTER OF THE FARM ROAD
 GE0805'AND 3 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 GE0805'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CALM 1955.
 GE0805'
 GE0805'NOTE- THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT
 GE0805'THE STATION.
 GE0805'
 GE0805'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE0805
 GE0805                          STATION RECOVERY (1956)
 GE0805
 GE0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0805'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 GE0805'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL
 GE0805'DESCRIPTION IS ADEQUATE AND CORRECT.
 GE0805
 GE0805                          STATION RECOVERY (2005)
 GE0805
 GE0805'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 GE0805'NO SEARCH WAS MADE THIS DATE DUE TO NO ACCESS, BUT CALM AZ MK WAS
 GE0805'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1549 ***********************************************************************
 JC1549  DESIGNATION -  CALWOOD
 JC1549  PID         -  JC1549
 JC1549  STATE/COUNTY-  MO/CALLAWAY
 JC1549  USGS QUAD   -  CALWOOD (1985)
 JC1549
 JC1549                         *CURRENT SURVEY CONTROL
 JC1549  ___________________________________________________________________
 JC1549* NAD 83(1997)-  38 56 24.24960(N)    091 52 02.22990(W)     ADJUSTED  
 JC1549* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 JC1549  ___________________________________________________________________
 JC1549  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 JC1549  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JC1549
 JC1549  HORZ ORDER  -  THIRD
 JC1549
 JC1549.The horizontal coordinates were established by classical geodetic methods
 JC1549.and adjusted by the National Geodetic Survey in February 2000..
 JC1549
 JC1549.The orthometric height was scaled from a topographic map.
 JC1549
 JC1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1549
 JC1549.The geoid height was determined by GEOID03.
 JC1549
 JC1549;                    North         East     Units Scale Factor Converg.
 JC1549;SPC MO C     -   344,968.398   554,852.518   MT  0.99997037   +0 23 51.6
 JC1549;UTM  15      - 4,310,735.974   598,167.731   MT  0.99971866   +0 42 43.1
 JC1549
 JC1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1549!SPC MO C     -   0.99996539  x   0.99997037  =   0.99993576
 JC1549!UTM  15      -   0.99996539  x   0.99971866  =   0.99968406
 JC1549
 JC1549|---------------------------------------------------------------------|
 JC1549| PID    Reference Object                     Distance      Geod. Az  |
 JC1549|                                                           dddmmss.s |
 JC1549| JC1550 CALWOOD 2                            62.794 METERS 04107     |
 JC1549| CN5818 CALWOOD RM 1                         24.271 METERS 05654     |
 JC1549| CN5817 CALWOOD AZ MK                                      1110729.6 |
 JC1549| JC1571 KINGDOM CITY SW BELL TEL            APPROX. 6.5 KM 2764210.2 |
 JC1549| CN5819 CALWOOD RM 2                         32.013 METERS 28226     |
 JC1549| KC0673 AUXVASSE MUNICIPAL TANK             APPROX. 8.9 KM 3431641.1 |
 JC1549|---------------------------------------------------------------------|
 JC1549
 JC1549                          SUPERSEDED SURVEY CONTROL
 JC1549
 JC1549  NAD 83(1986)-  38 56 24.26150(N)    091 52 02.23416(W) AD(       ) 3
 JC1549  NAD 27      -  38 56 24.11690(N)    091 52 01.59650(W) AD(       ) 3
 JC1549
 JC1549.Superseded values are not recommended for survey control.
 JC1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1549.See file dsdata.txt to determine how the superseded data were derived.
 JC1549
 JC1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9816810736(NAD 83)
 JC1549_MARKER: DS = TRIANGULATION STATION DISK
 JC1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1549
 JC1549  HISTORY     - Date     Condition        Report By
 JC1549  HISTORY     - 1949     MONUMENTED       CGS
 JC1549  HISTORY     - 1961     GOOD             CGS
 JC1549
 JC1549                          STATION DESCRIPTION
 JC1549
 JC1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1549'THE STATION IS LOCATED ABOUT 4 MILES EAST OF THE SMALL VILLAGE
 JC1549'OF KINGDOM CITY, ON THE NORTH SIDE OF U.S. HIGHWAY 40.  IT IS
 JC1549'130 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE AND 42
 JC1549'FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE MARK IS STAMPED
 JC1549'CALWOOD 1949 AND PROJECTS 6 INCHES.
 JC1549'
 JC1549'REFERENCE MARK NO. 1 IS 48 FEET WEST OF THE SOUTHWEST CORNER OF
 JC1549'THE HOUSE AND 24 FEET WEST OF A WELL CURB.  THE MARK IS STAMPED
 JC1549'CALWOOD NO. 1 1949 AND IS SET FLUSH WITH THE GROUND.
 JC1549'
 JC1549'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTERLINE OF THE
 JC1549'ROAD.  THE MARK IS STAMPED CALWOOD NO. 2 1949 AND PROJECTS 4
 JC1549'INCHES.
 JC1549'
 JC1549'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JC1549'19 FEET WEST OF A POWER LINE POLE AND 5 FEET WEST NORTHWEST
 JC1549'OF A WITNESS POST.  THE MARK IS STAMPED CALWOOD 1949 AND PROJECTS
 JC1549'3 INCHES.
 JC1549'
 JC1549'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY 54 AND 40 AT THE
 JC1549'WEST EDGE OF KINGDOM CITY, GO EAST ON U.S. HIGHWAY 40 FOR 03.4
 JC1549'MILES TO COMBINATION STORE AND GAS STATION ON THE LEFT, CONTINUE
 JC1549'ON HIGHWAY 0.55 MILES TO STATION ON THE LEFT AS DESCRIBED.
 JC1549'
 JC1549'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S.
 JC1549'HIGHWAY 40 FOR 0.4 MILE TO MARK ON THE RIGHT AS DESCRIBED.
 JC1549'
 JC1549'A 100 FT. SIGNAL AT HANCOCK 1934 IS VISIBLE FROM THE GROUND.
 JC1549'
 JC1549'AN 87 FT. SIGNAL AT AUXVASSE IS VISIBLE FROM THE GROUND.
 JC1549'
 JC1549'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JC1549
 JC1549                          STATION RECOVERY (1961)
 JC1549
 JC1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JC1549'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JC1549'IN GOOD CONDITION, EXCEPT THE SURFACE STATION MARK WHICH HAD BEEN
 JC1549'DISPLACED AND THE REFERENCE MARK NO. 2 WHICH HAD BEEN DESTROYED.
 JC1549'THE UNDERGROUND STATION MARK WAS RECOVERED AND ALL MARKS WERE
 JC1549'MOVED BECAUSE INTERSTATE HIGHWAY 70 WILL DESTROY THEM.  FOR
 JC1549'DETAILS, SEE THE DESCRIPTION OF CALWOOD 2 1961.
 JC1549'
 JC1549'NOTE- THE AUXVASSE, MUNI., WATER TANK IS NO LONGER VISIBLE FROM
 JC1549'THE GROUND AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1550 ***********************************************************************
 JC1550  DESIGNATION -  CALWOOD 2
 JC1550  PID         -  JC1550
 JC1550  STATE/COUNTY-  MO/CALLAWAY
 JC1550  USGS QUAD   -  CALWOOD (1985)
 JC1550
 JC1550                         *CURRENT SURVEY CONTROL
 JC1550  ___________________________________________________________________
 JC1550* NAD 83(1997)-  38 56 25.78387(N)    091 52 00.51553(W)     ADJUSTED  
 JC1550* NAVD 88     -       254.21   (+/-2cm)     834.0    (feet)  VERTCON   
 JC1550  ___________________________________________________________________
 JC1550  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 JC1550  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JC1550
 JC1550  HORZ ORDER  -  SECOND
 JC1550  VERT ORDER  -  THIRD ? (See Below)
 JC1550
 JC1550.The horizontal coordinates were established by classical geodetic methods
 JC1550.and adjusted by the National Geodetic Survey in February 2000..
 JC1550
 JC1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1550.The vertical order pertains to the NGVD 29 superseded value.
 JC1550
 JC1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1550
 JC1550.The geoid height was determined by GEOID03.
 JC1550
 JC1550;                    North         East     Units Scale Factor Converg.
 JC1550;SPC MO C     -   345,015.995   554,893.475   MT  0.99997042   +0 23 52.7
 JC1550;UTM  15      - 4,310,783.783   598,208.415   MT  0.99971876   +0 42 44.2
 JC1550
 JC1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1550!SPC MO C     -   0.99996520  x   0.99997042  =   0.99993562
 JC1550!UTM  15      -   0.99996520  x   0.99971876  =   0.99968397
 JC1550
 JC1550|---------------------------------------------------------------------|
 JC1550| PID    Reference Object                     Distance      Geod. Az  |
 JC1550|                                                           dddmmss.s |
 JC1550| CM3756 CALWOOD 2 RM 3                        8.583 METERS 05907     |
 JC1550| CN5817 CALWOOD AZ MK                                      1155932.9 |
 JC1550| CM3755 CALWOOD 2 AZ MK                                    1580212.4 |
 JC1550| JC1549 CALWOOD                              62.794 METERS 22107     |
 JC1550| CM3757 CALWOOD 2 RM 4                       15.926 METERS 23751     |
 JC1550| JC1572 KINGDOM CITY SW BELL TEL TOWER      APPROX. 6.5 KM 2760324.6 |
 JC1550|---------------------------------------------------------------------|
 JC1550
 JC1550                          SUPERSEDED SURVEY CONTROL
 JC1550
 JC1550  NAD 83(1986)-  38 56 25.79576(N)    091 52 00.51980(W) AD(       ) 2
 JC1550  NAD 27      -  38 56 25.65030(N)    091 51 59.88080(W) AD(       ) 2
 JC1550  NGVD 29 (07/19/86)  254.22   (m)          834.1    (f) LEVELING    3  
 JC1550
 JC1550.Superseded values are not recommended for survey control.
 JC1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1550.See file dsdata.txt to determine how the superseded data were derived.
 JC1550
 JC1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9820810784(NAD 83)
 JC1550_MARKER: DS = TRIANGULATION STATION DISK
 JC1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1550_STAMPING: CALWOOD 2
 JC1550_MARK LOGO: CGS   
 JC1550_PROJECTION: FLUSH
 JC1550_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1550+STABILITY: SURFACE MOTION
 JC1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1550+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 JC1550
 JC1550  HISTORY     - Date     Condition        Report By
 JC1550  HISTORY     - 1961     MONUMENTED       CGS
 JC1550  HISTORY     - 1963     GOOD             CGS
 JC1550  HISTORY     - 1971     GOOD             NGS
 JC1550  HISTORY     - 19940504 POOR             MODNR
 JC1550  HISTORY     - 20011203 GOOD             INDIV
 JC1550
 JC1550                          STATION DESCRIPTION
 JC1550
 JC1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JC1550'STATION IS LOCATED ABOUT 4 MILES EAST OF THE SMALL TOWN OF
 JC1550'KINGDOM CITY WHICH IS AT THE JUNCTION OF U.S. INTERSTATE
 JC1550'HIGHWAY 70 AND U.S. HIGHWAY 54, AND ABOUT 200 YARDS NORTHWEST
 JC1550'OF THE JUNCTION OF INTERSTATE HIGHWAY 70 AND COUNTY ROAD JJ,
 JC1550'AT THE NORTH RIGHT-OF-WAY EDGE FOR THE INTERSTATE HIGHWAY 70,
 JC1550'185 FEET NORTH OF THE CENTER OF INTERSTATE HIGHWAY 70,
 JC1550'49 FEET SOUTHWEST OF A LOCUST TREE, AND 1 FOOT SOUTHWEST OF A
 JC1550'STEEL WITNESS POST SIGN.  THE MARK PROJECTS 8 INCHES AND THE
 JC1550'DISK IS STAMPED CALWOOD 2 1961.
 JC1550'
 JC1550'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 JC1550'U.S. HIGHWAY 54 AT THE WEST EDGE OF KINGDOM CITY, GO EAST ON
 JC1550'INTERSTATE HIGHWAY 70 OR U.S. HIGHWAY 40 FOR 4.0 MILES TO
 JC1550'THE JUNCTION OF COUNTY ROAD JJ WHICH GOES SOUTH TO THE SMALL
 JC1550'VILLAGE OF CALWOOD.  THE STATION IS NORTHWEST OF THIS JUNCTION
 JC1550'AS DESCRIBED.
 JC1550'
 JC1550'REFERENCE MARK NO. 3 IS 200 FEET NORTH OF THE CENTER OF INTERSTATE
 JC1550'HIGHWAY 70 AND 21 FEET SOUTHWEST OF A LOCUST TREE.  THE MARK
 JC1550'PROJECTS 2 INCHES AND THE DISK IS STAMPED CALWOOD 2 NO 3 1961.
 JC1550'
 JC1550'REFERENCE MARK NO. 4 IS 160 FEET NORTH OF THE CENTER OF INTERSTATE
 JC1550'HIGHWAY 70 AND 1 FOOT EAST OF A CHANGE IN THE NORTH RIGHT-OF-WAY
 JC1550'LINE WHICH IS MARKED WITH A CONCRETE POST.  THE MARK PROJECTS
 JC1550'6 INCHES AND THE DISK IS STAMPED CALWOOD 2 NO 4 1961.
 JC1550'
 JC1550'AZIMUTH MARK IS 0.45 MILE SOUTH-SOUTHEAST OF THE STATION,
 JC1550'62 FEET EAST OF A POWER POLE, 49 FEET SOUTHWEST OF THE SOUTHWEST
 JC1550'CORNER OF A BARN, 30 FEET EAST-NORTHEAST OF THE CENTER OF COUNTY
 JC1550'ROAD JJ, 2 FEET SOUTH OF A FENCE CORNER AND A BOARD GATE, AND 1
 JC1550'FOOT WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JC1550'IS STAMPED CALWOOD 2 1961.
 JC1550'
 JC1550'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST
 JC1550'ON COUNTY ROAD JJ FOR 0.45 MILE TO A BARN ON THE LEFT AND THE
 JC1550'AZIMUTH MARK AS DESCRIBED JUST AFTER PASSING A HOUSE ON THE RIGHT.
 JC1550'
 JC1550'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JC1550
 JC1550                          STATION RECOVERY (1963)
 JC1550
 JC1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JC1550'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JC1550'FOUND IN GOOD CONDITION.  THE OLD REFERENCE MARK NO. 2 FOR
 JC1550'STATION CALWOOD WAS FOUND IN A DITCH AND THE DISK WAS REMOVED
 JC1550'FROM THE CONCRETE POST.
 JC1550
 JC1550                          STATION RECOVERY (1971)
 JC1550
 JC1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1550'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 JC1550'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION
 JC1550'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 JC1550'FOUND ADEQUATE FOR RECOVERY.
 JC1550'
 JC1550'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 JC1550'EAST OF KINGDOM CITY.
 JC1550
 JC1550                          STATION RECOVERY (1994)
 JC1550
 JC1550'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 JC1550'THIS STATION WAS RECOVERED IN POOR CONDITION. THE SURFACE DISK WAS
 JC1550'MISSING FROM THE MONUMENT. THE UNDERGROUND DISK WAS RECOVERED AND A
 JC1550'NEW SURFACE DISK WAS SET DIRECTLY OVER THE UNDERGROUND. THE NEW DISK
 JC1550'WAS STAMPED CALWOOD 2 RESET 1994. THE TO REACH IS STILL ADEQUATE TO
 JC1550'LOCATE THE STATION.
 JC1550
 JC1550                          STATION RECOVERY (2001)
 JC1550
 JC1550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RSL)
 JC1550'MARK WAS RECOVERED AS DESCRIBED BY THE MISSOURI DNR DATED 1994. THE
 JC1550'SURFACE DISK THEY SET IS IN GOOD CONDITION AND CAN BE USED FOR GPS.
 JC1550'MO PLS 2001015258
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1116 ***********************************************************************
 KD1116  DESIGNATION -  CAMBRIA
 KD1116  PID         -  KD1116
 KD1116  STATE/COUNTY-  MO/MACON
 KD1116  USGS QUAD   -  NEW CAMBRIA EAST (1979)
 KD1116
 KD1116                         *CURRENT SURVEY CONTROL
 KD1116  ___________________________________________________________________
 KD1116* NAD 83(1997)-  39 47 05.29189(N)    092 44 00.36099(W)     ADJUSTED  
 KD1116* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 KD1116  ___________________________________________________________________
 KD1116  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 KD1116  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KD1116
 KD1116  HORZ ORDER  -  THIRD
 KD1116
 KD1116.The horizontal coordinates were established by classical geodetic methods
 KD1116.and adjusted by the National Geodetic Survey in February 2000..
 KD1116
 KD1116.The orthometric height was scaled from a topographic map.
 KD1116
 KD1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1116
 KD1116.The geoid height was determined by GEOID03.
 KD1116
 KD1116;                    North         East     Units Scale Factor Converg.
 KD1116;SPC MO C     -   438,582.253   480,005.093   MT  0.99993825   -0 08 57.8
 KD1116;UTM  15      - 4,403,906.912   522,825.309   MT  0.99960641   +0 10 14.1
 KD1116
 KD1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1116!SPC MO C     -   0.99996628  x   0.99993825  =   0.99990453
 KD1116!UTM  15      -   0.99996628  x   0.99960641  =   0.99957270
 KD1116
 KD1116:                Primary Azimuth Mark                     Grid Az
 KD1116:SPC MO C     -  CAMBRIA AZ MK                            035 10 30.5
 KD1116:UTM  15      -  CAMBRIA AZ MK                            034 51 18.6
 KD1116
 KD1116|---------------------------------------------------------------------|
 KD1116| PID    Reference Object                     Distance      Geod. Az  |
 KD1116|                                                           dddmmss.s |
 KD1116| CL9002 CAMBRIA AZ MK                                      0350132.7 |
 KD1116| KD1115 YORK                                APPROX. 9.3 KM 0390236.2 |
 KD1116| CL9003 CAMBRIA RM 1                         22.653 METERS 09210     |
 KD1116| KD1038 MACON MO HIWAY PATROL RAD MAST      APPROX.22.4 KM 0994631.1 |
 KD1116| CL9004 CAMBRIA RM 2                         18.403 METERS 35850     |
 KD1116|---------------------------------------------------------------------|
 KD1116
 KD1116                          SUPERSEDED SURVEY CONTROL
 KD1116
 KD1116  NAD 83(1997)-  39 47 05.29399(N)    092 44 00.36614(W) AD(       ) 3
 KD1116  NAD 83(1986)-  39 47 05.29542(N)    092 44 00.36819(W) AD(       ) 3
 KD1116  NAD 27      -  39 47 05.18840(N)    092 43 59.66640(W) AD(       ) 3
 KD1116
 KD1116.Superseded values are not recommended for survey control.
 KD1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1116.See file dsdata.txt to determine how the superseded data were derived.
 KD1116
 KD1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE2282503907(NAD 83)
 KD1116_MARKER: DS = TRIANGULATION STATION DISK
 KD1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1116
 KD1116  HISTORY     - Date     Condition        Report By
 KD1116  HISTORY     - 1948     MONUMENTED       CGS
 KD1116  HISTORY     - 1966     GOOD             CGS
 KD1116
 KD1116                          STATION DESCRIPTION
 KD1116
 KD1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1116'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF NEW CAMBRIA.  IT IS
 KD1116'NEAR THE CENTER OF THE NORTH SIDE OF SEC. 6, T. 57 N., R. 16 W.,
 KD1116'ON LAND OWNED BY MR. BERT JONES.  IT IS IN THE SOUTHWEST CORNER
 KD1116'OF THE PASTURE AND 5 FEET NORTHEAST OF THE FENCE CORNER.  THE
 KD1116'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED CAMBRIA 1948.
 KD1116'
 KD1116'REFERENCE MARK NO. 1 IS 74.32 FEET EAST OF THE STATION AND 1 FOOT
 KD1116'NORTH OF THE FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 KD1116'DISK IS STAMPED CAMBRIA NO 1 1948.
 KD1116'
 KD1116'REFERENCE MARK NO. 2 IS 60.38 FEET NORTH OF THE STATION AND 1
 KD1116'FOOT EAST OF THE FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 KD1116'DISK IS STAMPED CAMBRIA 1948.
 KD1116'
 KD1116'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHEAST OF THE STATION,
 KD1116'53 FEET EAST OF THE POWER LINE POLE, 22 FEET SOUTH OF THE CENTER
 KD1116'LINE OF THE ROAD AND 1 FOOT SOUTH OF THE FENCE LINE.  THE MARK
 KD1116'PROJECTS 4 INCHES AND THE DISK IS STAMPED CAMBRIA 1948.
 KD1116'
 KD1116'TO REACH THE STATION FROM THE DEPOT IN THE VILLAGE OF NEW CAMBRIA
 KD1116'GO NORTHEASTERLY ON COUNTY ROUTE A FOR 1.2 MILE TO A T-ROAD RIGHT,
 KD1116'TURN RIGHT AND GO EAST FOR 0.2 MILE TO TWO WIRE GATES ON THE
 KD1116'RIGHT SIDE OF THE ROAD, (AZIMUTH MARK REACHED FROM THIS POINT BY
 KD1116'GOING EAST FOR 0.15 MILE TO AZIMUTH MARK ON THE RIGHT AS
 KD1116'DESCRIBED) TURN RIGHT THROUGH THE EAST GATE FOR 0.15 MILE TO THE
 KD1116'CORNER OF THE PASTURE AND STATION SITE.
 KD1116'
 KD1116'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1116
 KD1116                          STATION RECOVERY (1966)
 KD1116
 KD1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1116'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KD1116'CONDITION.  IT IS 4 FEET NORTHEAST OF THE SOUTH ONE OF TWO BRACE
 KD1116'POSTS IN A NORTH-SOUTH FENCE.
 KD1116'
 KD1116'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KD1116'THE EAST-WEST FENCE LINE NO LONGER EXISTS AND THE MARK IS IN
 KD1116'OPEN PASTURE LAND.
 KD1116'
 KD1116'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED.
 KD1116'
 KD1116'THE AZIMUTH MARK HAS BEEN DESTROYED BY ROAD CONSTRUCTION.  NO
 KD1116'OBJECTS VISIBLE AT THE STATION SO A NEW AZIMUTH MARK COULD NOT BE
 KD1116'SET.  THE MACON, MISSOURI HIGHWAY RADIO MAST SHOWN IN THE BOX
 KD1116'SCORE IN THE 1948 DESCRIPTION IS NO LONGER VISIBLE FROM THE
 KD1116'GROUND.
 KD1116'
 KD1116'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEW CAMBRIA, GO
 KD1116'NORTH AND THEN NORTHEAST ON STATE HIGHWAY 149 FOR 1.2 MILES
 KD1116'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 KD1116'FOR 0.2 MILE TO A BOARD GATE ON THE RIGHT.  TURN RIGHT, PASS
 KD1116'THROUGH THE GATE AND GO SOUTH ALONG THE WEST SIDE OF A
 KD1116'NORTH-SOUTH FENCE FOR 0.15 MILE TO TOP OF HILL AND STATION ON THE
 KD1116'EAST SIDE OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0193 ***********************************************************************
 KD0193  DESIGNATION -  CAMBRIDGE 2
 KD0193  PID         -  KD0193
 KD0193  STATE/COUNTY-  MO/SALINE
 KD0193  USGS QUAD   -  CAMBRIDGE (1978)
 KD0193
 KD0193                         *CURRENT SURVEY CONTROL
 KD0193  ___________________________________________________________________
 KD0193* NAD 83(1997)-  39 15 17.33838(N)    092 57 26.69410(W)     ADJUSTED  
 KD0193* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 KD0193  ___________________________________________________________________
 KD0193  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 KD0193  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0193
 KD0193  HORZ ORDER  -  THIRD
 KD0193
 KD0193.The horizontal coordinates were established by classical geodetic methods
 KD0193.and adjusted by the National Geodetic Survey in February 2000..
 KD0193.No horizontal observational check was made to the station.
 KD0193
 KD0193.The orthometric height was scaled from a topographic map.
 KD0193
 KD0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0193
 KD0193.The geoid height was determined by GEOID03.
 KD0193
 KD0193;                    North         East     Units Scale Factor Converg.
 KD0193;SPC MO C     -   379,817.791   460,520.846   MT  0.99995252   -0 17 22.0
 KD0193;UTM  15      - 4,345,055.296   503,674.244   MT  0.99960017   +0 01 37.0
 KD0193
 KD0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0193!SPC MO C     -   0.99996855  x   0.99995252  =   0.99992107
 KD0193!UTM  15      -   0.99996855  x   0.99960017  =   0.99956873
 KD0193
 KD0193|---------------------------------------------------------------------|
 KD0193| PID    Reference Object                     Distance      Geod. Az  |
 KD0193|                                                           dddmmss.s |
 KD0193| KD0194 CAMBRIDGE 2 RM 3                     16.587 METERS 02601     |
 KD0193| KD0189 CAMBRIDGE AZ MK                                    0392155.3 |
 KD0193| KD0195 CAMBRIDGE 2 RM 4                     24.847 METERS 20628     |
 KD0193| KD0190 CAMBRIDGE                            10.403 METERS 21922     |
 KD0193|---------------------------------------------------------------------|
 KD0193
 KD0193                          SUPERSEDED SURVEY CONTROL
 KD0193
 KD0193  NAD 83(1986)-  39 15 17.34289(N)    092 57 26.69803(W) AD(       ) 3
 KD0193  NAD 27      -  39 15 17.24510(N)    092 57 26.01240(W) AD(       ) 3
 KD0193
 KD0193.Superseded values are not recommended for survey control.
 KD0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0193.See file dsdata.txt to determine how the superseded data were derived.
 KD0193
 KD0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0367445055(NAD 83)
 KD0193_MARKER: DB = BENCH MARK DISK
 KD0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0193_SP_SET: CONCRETE BLOCK
 KD0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0193
 KD0193  HISTORY     - Date     Condition        Report By
 KD0193  HISTORY     - 1956     MONUMENTED       MORC
 KD0193  HISTORY     - 1962     GOOD             CGS
 KD0193  HISTORY     - 1963     GOOD             CGS
 KD0193
 KD0193                          STATION DESCRIPTION
 KD0193
 KD0193'DESCRIBED BY MISSOURI RIVER COMMISSION 1956 (HJS)
 KD0193'STATION IS LOCATED ABOUT 6 MILES WEST AND 2 MILES NORTH OF
 KD0193'GLASGOW AND 3 MILES NORTHEAST OF GILLIAM ON LAND OWNED AND
 KD0193'OCCUPIED BY MR. MELVIN JEFFRIES, 1/4 MILE SOUTHWEST OF MR.
 KD0193'JEFFRIES FARM BUILDINGS, 100 YARDS NORTHEAST OF FARM BUILDINGS
 KD0193'ON THE OPPOSITE SIDE OF ROAD, 88 FEET NORTH-NORTHEAST OF
 KD0193'POWER POLE, 35 FEET EAST OF THE CENTERLINE OF SALINE COUNTY
 KD0193'ROAD PP, AND 1 FOOT WEST OF A FENCE.  THE MARK IS A MISSOURI
 KD0193'RIVER COMMISSION 2-INCH PIPE WITH CAP SET IN A CONCRETE
 KD0193'BLOCK WHICH IS 12 INCHES SQUARE AT THE TOP AND PROJECTS
 KD0193'6 INCHES.  THE NAME, CAMBRIDGE, IS INSCRIBED IN THE CONCRETE
 KD0193'BLOCK.
 KD0193'
 KD0193'REFERENCE MARK NO. 3 IS 35 FEET EAST OF THE CENTER OF SALINE
 KD0193'COUNTY ROAD PP AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 KD0193'2 INCHES AND THE DISK IS STAMPED CAMBRIDGE MO. R.C. 2 NO
 KD0193'3 1956.
 KD0193'
 KD0193'REFERENCE MARK NO. 4 IS 35 FEET EAST OF THE CENTER OF SALINE
 KD0193'COUNTY ROAD PP AND 7 FEET NORTH OF POWER POLE AND 1 FOOT
 KD0193'WEST OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 KD0193'STAMPED CAMBRIDGE MO. R.C. 2 NO 4 1956.
 KD0193'
 KD0193'AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION, 43 FEET
 KD0193'SOUTH OF THE SOUTH CORNER OF MR. MELVIN JEFFRIES HOUSE,
 KD0193'3 FEET WEST OF THE SOUTH CORNER OF YARD FENCE AROUND HOUSE,
 KD0193'AND 2 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF YARD FENCE.
 KD0193'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 KD0193'CAMBRIDGE MO. R.C. 1948.
 KD0193'
 KD0193'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SCHOOL
 KD0193'IN GILLIAM AT THE JUNCTION OF SALINE COUNTY ROADS M AND PP,
 KD0193'GO EAST AND NORTH ON SALINE COUNTY ROAD PP FOR 3.1 MILES
 KD0193'TO THE STATION ON THE RIGHT AS DESCRIBED.
 KD0193'
 KD0193'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 KD0193'ON SALINE COUNTY ROAD PP FOR 0.25 MILE TO MR. MELVIN JEFFRIES
 KD0193'FARM BUILDINGS ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 KD0193'
 KD0193'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD0193
 KD0193                          STATION RECOVERY (1962)
 KD0193
 KD0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 KD0193'6 MI W FROM GLASGOW.
 KD0193'6 MILES WEST AND 2 MILES NORTH OF GLASGOW, 3 MILES NORTHEAST OF
 KD0193'GILLIAM ON LAND OWNED AND OCCUPIED BY MR. MELVIN JEFFERSON,
 KD0193'1/4 MILE SOUTHWEST OF FARM BUILDINGS, 100 YARDS NORTHEAST OF
 KD0193'FARM BUILDINGS ON THE OPPOSITE SIDE OF ROAD, 88 FEET NORTH
 KD0193'NORTHEAST OF POWERPOLE, 35 FEET EAST OF THE CENTERLINE OF SALINE
 KD0193'COUNTY ROAD PP AND 1 FOOT WEST OF A FENCE.  THE MARK IS A
 KD0193'MISSOURI RIVER COMMISSION 2-INCH PIPE WITH CAP SET IN A CONCRETE
 KD0193'BLOCK AND PROJECTING 6 INCHES ABOVE GROUND.  THE NAME CAMBRIDGE
 KD0193'IS INSCRIBED IN THE CONCRETE BLOCK.
 KD0193
 KD0193                          STATION RECOVERY (1963)
 KD0193
 KD0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KD0193'IT WAS REPORTED TO THIS OFFICE THAT THIS STATION WAS RECOVERED
 KD0193'IN GOOD CONDITION AND ALL MARKS WERE FOUND AS DESCRIBED.
 KD0193'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0189 ***********************************************************************
 KD0189  DESIGNATION -  CAMBRIDGE AZ MK
 KD0189  PID         -  KD0189
 KD0189  STATE/COUNTY-  MO/SALINE
 KD0189  USGS QUAD   -  CAMBRIDGE (1978)
 KD0189
 KD0189                         *CURRENT SURVEY CONTROL
 KD0189  ___________________________________________________________________
 KD0189* NAD 83(1986)-  39 15 24.     (N)    092 57 20.     (W)     SCALED    
 KD0189* NAVD 88     -       224.588  (meters)     736.84   (feet)  ADJUSTED  
 KD0189  ___________________________________________________________________
 KD0189  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0189  DYNAMIC HT  -         224.452 (meters)     736.39  (feet)  COMP
 KD0189  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 KD0189
 KD0189  VERT ORDER  -  FIRST     CLASS II
 KD0189
 KD0189.The horizontal coordinates were scaled from a topographic map and have
 KD0189.an estimated accuracy of +/- 6 seconds.
 KD0189
 KD0189.The orthometric height was determined by differential leveling
 KD0189.and adjusted by the National Geodetic Survey in June 1991..
 KD0189
 KD0189.The geoid height was determined by GEOID03.
 KD0189
 KD0189.The dynamic height is computed by dividing the NAVD 88
 KD0189.geopotential number by the normal gravity value computed on the
 KD0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0189.degrees latitude (g = 980.6199 gals.).
 KD0189
 KD0189.The modeled gravity was interpolated from observed gravity values.
 KD0189
 KD0189;                    North         East    Units  Estimated Accuracy
 KD0189;SPC MO C     -   380,020.      460,680.      MT  (+/- 180 meters Scaled)
 KD0189
 KD0189                          SUPERSEDED SURVEY CONTROL
 KD0189
 KD0189  NGVD 29 (??/??/92)  224.564  (m)          736.76   (f) ADJ UNCH    1 2
 KD0189
 KD0189.Superseded values are not recommended for survey control.
 KD0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0189.See file dsdata.txt to determine how the superseded data were derived.
 KD0189
 KD0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD038452(NAD 83)
 KD0189_MARKER: DZ = AZIMUTH MARK DISK
 KD0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0189_STAMPING: CAMBRIDGE MORC 1948
 KD0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0189+STABILITY: SURFACE MOTION
 KD0189
 KD0189  HISTORY     - Date     Condition        Report By
 KD0189  HISTORY     - 1948     MONUMENTED       CGS
 KD0189  HISTORY     - 1956     GOOD             NGS
 KD0189
 KD0189                          STATION DESCRIPTION
 KD0189
 KD0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0189'8.3 MI NW FROM GLASGOW.
 KD0189'5.3 MILES WEST ALONG STATE HIGHWAY 240 FROM THE EAST END OF THE
 KD0189'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT GLASGOW, THENCE 2.35
 KD0189'MILES NORTH ALONG A DIRT ROAD, THENCE 0.65 MILE WEST ALONG A
 KD0189'DIRT ROAD, ABOUT 0.65 MILE WEST OF THE FORMER TOWN SITE OF
 KD0189'CAMBRIDGE, AT A JUNCTION OF AN EAST-WEST DIRT ROAD AND A DIRT
 KD0189'ROAD LEADING SOUTHWEST, AT THE FARM HOME OF M. JEFFRIES IN THE
 KD0189'SOUTH CORNER OF THE FARM YARD, 195.0 FEET SOUTHEAST OF THE CENTER
 KD0189'LINE OF THE ROAD LEADING SOUTHWEST, 43.0 FEET SOUTH OF THE SOUTH
 KD0189'CORNER OF THE FARM HOUSE, 20.0 FEET EAST OF A 20-INCH ELM TREE,
 KD0189'3.6 FEET WEST OF A FENCE CORNER, 2.0 FEET SOUTHWEST OF A FENCE,
 KD0189'1.0 FOOT SOUTHWEST OF A 4X4 REFERENCE POST, SET IN THE TOP OF A
 KD0189'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- MARK IS
 KD0189'0.6 MILE SOUTH AND EAST OF BENCH MARK N 214.
 KD0189
 KD0189                          STATION RECOVERY (1956)
 KD0189
 KD0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KD0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1329 ***********************************************************************
 KE1329  DESIGNATION -  CAMDEN
 KE1329  PID         -  KE1329
 KE1329  STATE/COUNTY-  MO/RAY
 KE1329  USGS QUAD   -  CAMDEN (1978)
 KE1329
 KE1329                         *CURRENT SURVEY CONTROL
 KE1329  ___________________________________________________________________
 KE1329* NAD 83(1997)-  39 13 04.28186(N)    094 01 39.50241(W)     ADJUSTED  
 KE1329* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 KE1329  ___________________________________________________________________
 KE1329  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 KE1329  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1329
 KE1329  HORZ ORDER  -  SECOND
 KE1329
 KE1329.The horizontal coordinates were established by classical geodetic methods
 KE1329.and adjusted by the National Geodetic Survey in February 2000..
 KE1329
 KE1329.The orthometric height was scaled from a topographic map.
 KE1329
 KE1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1329
 KE1329.The geoid height was determined by GEOID03.
 KE1329
 KE1329;                    North         East     Units Scale Factor Converg.
 KE1329;SPC MO W     -   338,740.133   890,790.804   MT  0.99996166   +0 17 55.2
 KE1329;UTM  15      - 4,341,455.798   411,287.448   MT  0.99969690   -0 38 59.2
 KE1329
 KE1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1329!SPC MO W     -   0.99996008  x   0.99996166  =   0.99992174
 KE1329!UTM  15      -   0.99996008  x   0.99969690  =   0.99965699
 KE1329
 KE1329|---------------------------------------------------------------------|
 KE1329| PID    Reference Object                     Distance      Geod. Az  |
 KE1329|                                                           dddmmss.s |
 KE1329| CL7007 CAMDEN RM 2                          11.440 METERS 01025     |
 KE1329| CL7005 CAMDEN AZ MK                                       0785155.4 |
 KE1329| KD1269 LEXINGTON MUNICIPAL STANDPIPE       APPROX.13.2 KM 1031731.0 |
 KE1329| KD1255 LEXINGTON IMM CON CATH CHURCH       APPROX.13.8 KM 1050426.1 |
 KE1329| KD1270 LEXINGTON LAFAYETTE CO CTHSE        APPROX.13.0 KM 1060434.0 |
 KE1329| CL7006 CAMDEN RM 1                          23.995 METERS 27721     |
 KE1329|---------------------------------------------------------------------|
 KE1329
 KE1329                          SUPERSEDED SURVEY CONTROL
 KE1329
 KE1329  NAD 83(1997)-  39 13 04.28267(N)    094 01 39.50390(W) AD(       ) 2
 KE1329  NAD 83(1986)-  39 13 04.28791(N)    094 01 39.50104(W) AD(       ) 2
 KE1329  NAD 27      -  39 13 04.24322(N)    094 01 38.69903(W) AD(       ) 2
 KE1329
 KE1329.Superseded values are not recommended for survey control.
 KE1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1329.See file dsdata.txt to determine how the superseded data were derived.
 KE1329
 KE1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1128741456(NAD 83)
 KE1329_MARKER: DD = SURVEY DISK
 KE1329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE1329
 KE1329  HISTORY     - Date     Condition        Report By
 KE1329  HISTORY     - 1949     MONUMENTED       CGS
 KE1329  HISTORY     - 1963     MARK NOT FOUND   CGS
 KE1329  HISTORY     - 1964     MARK NOT FOUND   CGS
 KE1329  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 KE1329  HISTORY     - 1980     MARK NOT FOUND   NGS
 KE1329
 KE1329                          STATION DESCRIPTION
 KE1329
 KE1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1329'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF CAMDEN ON THE TOP
 KE1329'OF THE HIGHEST HILL IN THE VICINITY.  IT IS 100.0 FEET EAST OF
 KE1329'THE CENTER OF A GRADED ROAD, 84.0 FEET EAST-SOUTHEAST OF A POWER
 KE1329'LINE POLE, 76.0 FEET EAST OF A WOVEN WIRE FENCE, AND 39.3 FEET
 KE1329'SOUTH OF A WALNUT TREE.  IT IS A U.S.C. AND G.S. STATION MARK
 KE1329'DISK WELDED TO THE TOP OF A 2 INCH CAST IRON PIPE PROJECTING 4
 KE1329'INCHES ABOVE THE GROUND AND IS STAMPED CAMDEN 1949.
 KE1329'
 KE1329'REFERENCE MARK NO. 1 IS ABOUT 5.0 FEET BELOW THE ELEVATION OF THE
 KE1329'STATION, 25.0 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE, 21.0 FEET
 KE1329'EAST OF THE CENTER OF A GRADED ROAD, AND 0.8 OF A FOOT EAST OF A
 KE1329'WOVEN WIRE FENCE.  IT IS A U.S.C. AND G.S. REFERENCE MARK DISK
 KE1329'WELDED TO THE TOP OF A 2 INCH CAST IRON PIPE PROJECTING 8 INCHES
 KE1329'ABOVE THE GROUND AND IS STAMPED CAMDEN NO 1 1949.
 KE1329'
 KE1329'REFERENCE MARK NO. 2 IS 82.0 FEET EAST OF A POWER LINE POLE, 76.0
 KE1329'FEET EAST OF A WOVEN WIRE FENCE AND 1.5 FEET SOUTH OF A WALNUT
 KE1329'TREE.  IT IS A U.S.C. AND G.S. REFERENCE MARK DISK WELDED TO THE
 KE1329'TOP OF A 2 INCH CAST IRON PIPE PROJECTING 4 INCHES ABOVE THE
 KE1329'GROUND AND IS STAMPED CAMDEN NO 2 1949.
 KE1329'
 KE1329'THE AZIMUTH MARK IS 19.0 FEET SOUTH OF THE CENTER OF A GRAVELED
 KE1329'ROAD, 13.0 FEET WEST OF THE CENTER OF A FARM ROAD, 1.3 FEET
 KE1329'WEST OF A TELEPHONE POLE, AND 1.3 FEET WEST OF A WITNESS POST.
 KE1329'IT PROJECTS 5 INCHES AND IS STAMPED CAMDEN 1949.
 KE1329'
 KE1329'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 10 AND
 KE1329'COUNTY ROUTE E 1 BLOCK WEST OF THE SOUTHWEST CORNER OF THE SQUARE
 KE1329'IN RICHMOND, GO SOUTH AND SOUTHWEST ON COUNTY ROUTE E FOR 4.7
 KE1329'MILES TO A T ROAD RIGHT, TURN RIGHT (WEST) AND GO 1.35 MILES TO
 KE1329'A CROSSROAD, TURN LEFT (SOUTH) AND GO 0.1 OF A MILE TO TOP OF
 KE1329'HILL AND STATION ON THE LEFT AS DESCRIBED.
 KE1329'
 KE1329'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 0.1
 KE1329'OF A MILE TO A CROSSROAD, TURN RIGHT (EAST) FOR 0.8 OF A MILE AND
 KE1329'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KE1329'
 KE1329'AN 87 FOOT SIGNAL AT STATION RICHMOND IS VISIBLE AT 4 FEET.
 KE1329'
 KE1329'AN 87 FOOT SIGNAL AT STATION LEX IS VISIBLE AT 4 FEET.
 KE1329'
 KE1329'AN 87 FOOT SIGNAL AT STATION GREENTON IS VISIBLE AT 4 FEET.
 KE1329'
 KE1329'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KE1329
 KE1329                          STATION RECOVERY (1963)
 KE1329
 KE1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KE1329'THIS STATION WAS NOT RECOVERED AND BOTH REFERENCE MARKS ARE GONE.
 KE1329'THE AZIMUTH MARK IS STILL IN PLACE.  ANOTHER ATTEMPT WILL BE
 KE1329'MADE TO FIND THIS STATION.
 KE1329
 KE1329                          STATION RECOVERY (1964)
 KE1329
 KE1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KE1329'THE SITE FOR THIS STATION WAS REACHED AS DESCRIBED AND THE
 KE1329'AZIMUTH MARK WAS FOUND IN GOOD CONDITION, BUT THE STATION AND
 KE1329'REFERENCE MARKS WERE NOT RECOVERED.  ONE MORE ATTEMPT WILL BE
 KE1329'MADE TO RECOVER THIS STATION AFTER SOME INVERSES ARE WORKED.
 KE1329
 KE1329                          STATION RECOVERY (1980)
 KE1329
 KE1329'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (ATL)
 KE1329'NOTHING FOUND.
 KE1329
 KE1329                          STATION RECOVERY (1980)
 KE1329
 KE1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KE1329'STATION WAS SEARCHED FOR AND NO MARKS WERE FOUND.  INFORMATION
 KE1329'PROVIDED BY BOB VANDEVER, THE PROPERTY OWNER, WOULD INDICATE THE
 KE1329'STATION MARK AND REFERENCE MARKS WERE DESTROYED WHEN A TRENCH SILO
 KE1329'WAS DUG.  HE RECALLED SURVEY MARKS WERE REMOVED BY THE BULLDOZER
 KE1329'BECAUSE THEY WERE NOT NOTICED IN TIME.  THE FARM ROAD HAS BEEN
 KE1329'WIDENED AT THE SITE OF THE AZIMUTH MARK AND A RURAL WATER LINE IS
 KE1329'BURIED AT THE APPROXIMATE SITE AS INDICATED BY PREVIOUS MEASUREMENTS.
 KE1329'
 KE1329'THIS STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0325 ***********************************************************************
 JD0325  DESIGNATION -  CAMDENTON
 JD0325  PID         -  JD0325
 JD0325  STATE/COUNTY-  MO/CAMDEN
 JD0325  USGS QUAD   -  CAMDENTON (1983)
 JD0325
 JD0325                         *CURRENT SURVEY CONTROL
 JD0325  ___________________________________________________________________
 JD0325* NAD 83(1997)-  38 00 29.43123(N)    092 44 44.02551(W)     ADJUSTED  
 JD0325* NAVD 88     -       320.462  (meters)    1051.38   (feet)  ADJUSTED  
 JD0325  ___________________________________________________________________
 JD0325  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JD0325  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JD0325  DYNAMIC HT  -         320.223 (meters)    1050.60  (feet)  COMP
 JD0325  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 JD0325
 JD0325  HORZ ORDER  -  SECOND
 JD0325  VERT ORDER  -  SECOND    CLASS 0
 JD0325
 JD0325.The horizontal coordinates were established by classical geodetic methods
 JD0325.and adjusted by the National Geodetic Survey in February 2000..
 JD0325
 JD0325.The orthometric height was determined by differential leveling
 JD0325.and adjusted by the National Geodetic Survey in June 1991..
 JD0325
 JD0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0325
 JD0325.The geoid height was determined by GEOID03.
 JD0325
 JD0325.The dynamic height is computed by dividing the NAVD 88
 JD0325.geopotential number by the normal gravity value computed on the
 JD0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0325.degrees latitude (g = 980.6199 gals.).
 JD0325
 JD0325.The modeled gravity was interpolated from observed gravity values.
 JD0325
 JD0325;                    North         East     Units Scale Factor Converg.
 JD0325;SPC MO C     -   241,368.059   478,435.445   MT  0.99993906   -0 09 04.4
 JD0325;UTM  15      - 4,206,752.631   522,336.458   MT  0.99960614   +0 09 24.0
 JD0325
 JD0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0325!SPC MO C     -   0.99995466  x   0.99993906  =   0.99989372
 JD0325!UTM  15      -   0.99995466  x   0.99960614  =   0.99956082
 JD0325
 JD0325                          SUPERSEDED SURVEY CONTROL
 JD0325
 JD0325  NAD 83(1986)-  38 00 29.44014(N)    092 44 44.02639(W) AD(       ) 2
 JD0325  NAD 27      -  38 00 29.31500(N)    092 44 43.36200(W) AD(       ) 2
 JD0325  NGVD 29 (??/??/92)  320.361  (m)         1051.05   (f) ADJ UNCH    2 0
 JD0325
 JD0325.Superseded values are not recommended for survey control.
 JD0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0325.See file dsdata.txt to determine how the superseded data were derived.
 JD0325
 JD0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2233606753(NAD 83)
 JD0325_MARKER: DB = BENCH MARK DISK
 JD0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0325_SP_SET: STEP
 JD0325_STAMPING: CAMDENTON 1934
 JD0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0325
 JD0325  HISTORY     - Date     Condition        Report By
 JD0325  HISTORY     - 1934     MONUMENTED       CGS
 JD0325  HISTORY     - 1947     GOOD             CGS
 JD0325  HISTORY     - 1981     GOOD             NGS
 JD0325  HISTORY     - 1990     GOOD             USPSQD
 JD0325
 JD0325                          STATION DESCRIPTION
 JD0325
 JD0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JD0325'IN CAMDENTON.
 JD0325'AT CAMDENTON, AT THE ENTRANCE TO THE COUNTY COURTHOUSE, IN
 JD0325'THE TOP OF A CONCRETE STEP, 6.2 FEET NORTHEAST OF THE ENTRANCE
 JD0325'DOOR, AND 0.8 FOOT WEST OF THE FIRST PILASTER EAST OF THE DOOR.
 JD0325'A STANDARD DISK, STAMPED CAMDENTON 1934.
 JD0325
 JD0325                          STATION RECOVERY (1947)
 JD0325
 JD0325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD0325'THE STATION IS LOCATED IN THE TOWN OF CAMDENTON, 2 FEET
 JD0325'NORTH OF THE MAIN ENTRANCE DOOR TO THE CAMDEN COUNTY COURT
 JD0325'HOUSE.  IT IS A STANDARD USC AND GS BENCH MARK DISK SET IN
 JD0325'A DRILL HOLE IN THE CONCRETE STEPS AND IS STAMPED CAMDENTON
 JD0325'1934.
 JD0325'
 JD0325'THIS MARK WAS USED AS REFERENCE MARK NO. 3 FOR STATION CAMDENTON,
 JD0325'WHICH IS IN THE SOUTH CORNER OF THE COURT HOUSE LAWN.  A
 JD0325'TRAVERSE CONNECTION WAS MADE FROM THE STATION TO THIS BM
 JD0325'AND THE DISTANCE IS 53.864 METERS OR 176.72 FEET.  THIS
 JD0325'TRAVERSE IS NOT SECOND ORDER ACCURACY AS IT WAS MEASURED
 JD0325'WITH A 300 FOOT TAPE.
 JD0325
 JD0325                          STATION RECOVERY (1981)
 JD0325
 JD0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JD0325'THE MARK WAS RECOVERED IN GOOD CONDITION, AT THE EAST ENTRANCE OF
 JD0325'THE CAMDEN COUNTY COURTHOUSE IN CAMDENTON, AND 6.2 FEET NORTH OF THE
 JD0325'CENTER OF THE DOORWAY.
 JD0325
 JD0325                          STATION RECOVERY (1990)
 JD0325
 JD0325'RECOVERY NOTE BY US POWER SQUADRON 1990 (EP)
 JD0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2573 ***********************************************************************
 JD2573  CBN         -  This is a Cooperative Base Network Control Station.
 JD2573  DESIGNATION -  CAMDENTON
 JD2573  PID         -  JD2573
 JD2573  STATE/COUNTY-  MO/CAMDEN
 JD2573  USGS QUAD   -  CAMDENTON (1983)
 JD2573
 JD2573                         *CURRENT SURVEY CONTROL
 JD2573  ___________________________________________________________________
 JD2573* NAD 83(1997)-  38 00 27.72340(N)    092 44 43.56061(W)     ADJUSTED  
 JD2573* NAVD 88     -       318.9    (meters)    1046.     (feet)  GPS OBS   
 JD2573  ___________________________________________________________________
 JD2573  X           -    -241,031.555 (meters)                     COMP
 JD2573  Y           -  -5,026,353.670 (meters)                     COMP
 JD2573  Z           -   3,906,294.510 (meters)                     COMP
 JD2573  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JD2573  ELLIP HEIGHT-         287.45  (meters)          (03/31/98) GPS OBS
 JD2573  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JD2573
 JD2573  HORZ ORDER  -  B
 JD2573  ELLP ORDER  -  THIRD     CLASS I
 JD2573
 JD2573.The horizontal coordinates were established by GPS observations
 JD2573.and adjusted by the National Geodetic Survey in March 1998..
 JD2573
 JD2573.The orthometric height was determined by GPS observations and a
 JD2573.high-resolution geoid model.
 JD2573
 JD2573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2573
 JD2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2573
 JD2573.The ellipsoidal height was determined by GPS observations
 JD2573.and is referenced to NAD 83.
 JD2573
 JD2573.The geoid height was determined by GEOID03.
 JD2573
 JD2573;                    North         East     Units Scale Factor Converg.
 JD2573;SPC MO C     -   241,315.376   478,446.647   MT  0.99993905   -0 09 04.1
 JD2573;UTM  15      - 4,206,700.027   522,347.939   MT  0.99960615   +0 09 24.3
 JD2573
 JD2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2573!SPC MO C     -   0.99995490  x   0.99993905  =   0.99989395
 JD2573!UTM  15      -   0.99995490  x   0.99960615  =   0.99956106
 JD2573
 JD2573|---------------------------------------------------------------------|
 JD2573| PID    Reference Object                     Distance      Geod. Az  |
 JD2573|                                                           dddmmss.s |
 JD2573| JD2572 CAMDENTON COURTHOUSE FLAG            52.025 METERS 00659     |
 JD2573| CM3759 CAMDENTON RM 1                       27.201 METERS 03233     |
 JD2573| CM3758 CAMDENTON AZ MK                                    0433250.2 |
 JD2573| JD0189 M 30                                118.517 METERS 06255     |
 JD2573| JD2571 CAMDENTON MUNICIPAL TANK            113.423 METERS 13109     |
 JD2573| HD1189 AUGLAIZE                            APPROX.14.3 KM 1375840.4 |
 JD2573| HD1220 HA HA TONKA WATER TOWER             APPROX. 4.0 KM 2064850.3 |
 JD2573| AI9063 CAMDENTON RM 2                                     24730     |
 JD2573| JD2580 CAMDENTON LOOKOUT TOWER             APPROX. 3.8 KM 2965848.6 |
 JD2573| JD0325 CAMDENTON                            53.864 METERS 34751     |
 JD2573|---------------------------------------------------------------------|
 JD2573
 JD2573                          SUPERSEDED SURVEY CONTROL
 JD2573
 JD2573  NAD 83(1986)-  38 00 27.73231(N)    092 44 43.56148(W) AD(       ) 1
 JD2573  NAD 27      -  38 00 27.60700(N)    092 44 42.89700(W) AD(       ) 1
 JD2573  NGVD 29 (07/19/86)  320.36   (m)         1051.0    (f) LEVELING    3  
 JD2573
 JD2573.Superseded values are not recommended for survey control.
 JD2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2573.See file dsdata.txt to determine how the superseded data were derived.
 JD2573
 JD2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2234806700(NAD 83)
 JD2573_MARKER: DS = TRIANGULATION STATION DISK
 JD2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2573_STAMPING: CAMDENTON 1947
 JD2573_MARK LOGO: CGS   
 JD2573_PROJECTION: FLUSH
 JD2573_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2573+STABILITY: SURFACE MOTION
 JD2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2573+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1997
 JD2573
 JD2573  HISTORY     - Date     Condition        Report By
 JD2573  HISTORY     - 1947     MONUMENTED       CGS
 JD2573  HISTORY     - 1981     GOOD             NGS
 JD2573  HISTORY     - 19810512 GOOD             NGS
 JD2573  HISTORY     - 19901012 GOOD             MODNR
 JD2573  HISTORY     - 19970213 GOOD             NGS
 JD2573
 JD2573                          STATION DESCRIPTION
 JD2573
 JD2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2573'THE STATION IS LOCATED IN THE SOUTH CORNER OF THE COURT
 JD2573'HOUSE LAWN, IN CAMDENTON.  IT IS 58 FEET NORTHEAST OF THE
 JD2573'CENTERLINE OF A GRAVELLED STREET, AND 31 FEET NORTHWEST OF
 JD2573'THE CURB ON THE WEST SIDE OF U.S. HIGHWAY 54.  THE DISK IS
 JD2573'STAMPED CAMDENTON 1947 AND IS SET FLUSH WITH THE GROUND.
 JD2573'
 JD2573'REFERENCE MARK NO. 1 IS 89.25 FEET NORTHEAST OF THE STATION,
 JD2573'25 FEET WEST OF THE CURB, AND 1 FOOT NORTH OF THE SOUTH EDGE
 JD2573'OF THE SIDEWALK LEADING TO THE COURT HOUSE.  THE DISK IS
 JD2573'STAMPED CAMDENTON NO 1 1947 AND IS SET IN A DRILL HOLE IN THE
 JD2573'SIDEWALK.
 JD2573'
 JD2573'REFERENCE MARK NO. 2 IS 90.44 FEET WEST-SOUTHWEST OF THE
 JD2573'STATION, 23 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVELLED
 JD2573'STREET, 7 FEET SOUTHWEST OF THE CURB, AND 3 FEET SOUTHEAST
 JD2573'OF A DRIVEWAY.  THE DISK IS STAMPED CAMDENTON NO 2 1947
 JD2573'AND IS SET IN A DRILL HOLE IN THE SIDEWALK.
 JD2573'
 JD2573'B.M. CAMDENTON 1934 (USC AND GS) IS 176.72 FEET NORTH-NORTHEAST
 JD2573'OF THE STATION AND APPROXIMATELY 5 FEET HIGHER.  IT IS SET
 JD2573'IN A DRILL HOLE IN THE COURT HOUSE STEPS, 2 FEET NORTH OF
 JD2573'THE DOOR AT THE MAIN ENTRANCE TO THE BUILDING.  IT IS A STANDARD
 JD2573'USC AND GS BENCH MARK DISK, AND IS STAMPED CAMDENTON 1934.
 JD2573'THIS MARK WAS USED AS REFERENCE MARK NO. 3.
 JD2573'
 JD2573'B.M. M-30 1934 (USC AND GS) IS 388.78 FEET NORTHEAST OF THE
 JD2573'STATION, 6 FEET EAST OF A 10 INCH LOCUST TREE, IN AN ISLAND
 JD2573'(EAST ONE OF 4) FORMED BY THE JUNCTION OF U.S. HIGHWAY 54
 JD2573'AND STATE HIGHWAY 5.  IT IS A STANDARD USC AND GS BENCH MARK
 JD2573'DISK SET IN THE TOP OF A 6 INCH CYLINDER OF CONCRETE, AND
 JD2573'IS STAMPED M 30 1934.  THE MARK PROJECTS 4 INCHES.
 JD2573'
 JD2573'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHEAST OF THE
 JD2573'STATION, 55 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S.
 JD2573'HIGHWAY 54, 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JD2573'BUILDING, 18 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELLED
 JD2573'STREET, AND 1 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE
 JD2573'SIDEWALK.  IT IS SET IN A DRILL HOLE IN THE SIDEWALK AND IS
 JD2573'STAMPED CAMDENTON 1947.
 JD2573'
 JD2573'A TRAVERSE CONNECTION WAS MADE TO THE FLAG POLE WHICH SETS
 JD2573'IN THE COURT HOUSE LAWN NORTH-NORTHEAST OF THE STATION.  IT
 JD2573'IS 27 FEET EAST OF THE EAST EDGE OF THE SIDEWALK DIRECTLY
 JD2573'IN FRONT OF THE MAIN ENTRANCE TO THE COURT HOUSE.
 JD2573'
 JD2573'THE TRAVERSE DISTANCE TO THE FLAG POLE IS 52.048 METERS,
 JD2573'170.76 FEET.
 JD2573'
 JD2573'THE TRAVERSE DISTANCE TO B.M. M-30 1934 (USC AND GS) IS
 JD2573'118.501 METERS, 388.78 FEET.
 JD2573'
 JD2573'OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
 JD2573'
 JD2573'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2573
 JD2573                          STATION RECOVERY (1981)
 JD2573
 JD2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JD2573'THE SURFACE STATION MARK, REFERENCE MARK 2 AND BENCH MARK CAMDENTON
 JD2573'WERE RECOVERED IN GOOD CONDITION, HOWEVER, THE BENCH MARK IS NOW
 JD2573'OBSTRUCTED BY SHRUBBERY.  REFERENCE MARK 1 HAS BEEN DESTROYED.  THE
 JD2573'AZIMUTH MARK AND BENCH MARK M30 WERE SEARCHED FOR BUT NOT FOUND.  A
 JD2573'REFERENCE MARK 3 HAS BEEN ESTABLISHED.  THE DIRECTION TO REFERENCE
 JD2573'MARK 2 AGREED WITH 1947 DATA AND THE MEASUREMENT, IN FEET,
 JD2573'THE DISTANCE IN METERS SHOWN IN THE BOX SCORE OF THE ORIGINAL
 JD2573'DESCRIPTION IS IN ERROR BY 2 METERS TOO SHORT.  THE DISTANCE AND
 JD2573'DIRECTION TO THE CAMDENTON COURTHOUSE FLAGPOLE AGREED WITH 1947 DATA.
 JD2573'
 JD2573'THE STATION IS LOCATED IN CAMDENTON, AT THE JUNCTION OF U.S. HIGHWAY
 JD2573'54 AND STATE HIGHWAY 5, AND AT THE SOUTHEAST CORNER OF THE CAMDEN
 JD2573'COUNTY COURTHOUSE LAWN.
 JD2573'
 JD2573'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED---CAMDENTON
 JD2573'1947---SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES
 JD2573'BELOW THE GROUND SURFACE.  IT IS 170.8 FEET SOUTH OF THE COURTHOUSE
 JD2573'FLAGPOLE, 133.6 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JD2573'COURTHOUSE, 79.0 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 54,
 JD2573'49.0 FEET NORTHEAST OF THE CENTERLINE OF COURT CIRCLE, 19.2 FEET
 JD2573'NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK AND 6.7 FEET NORTHEAST
 JD2573'OF THE NORTHEAST EDGE OF A SIDEWALK.  REBAR WAS DRIVEN AT THE SOUTH
 JD2573'EDGE OF THE MARK.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JD2573'
 JD2573'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---CAMDENTON NO 2
 JD2573'1947---CEMENTED IN A DRILLED HOLE IN THE SIDEWALK ALONG THE
 JD2573'SOUTHWEST SIDE OF COURT CIRCLE, 34.5 FEET SOUTHEAST OF THE NORTH
 JD2573'CORNER OF THE UNITED SAVING AND LOAN ASSOCIATION BUILDING, 29.0 FEET
 JD2573'SOUTHWEST OF THE CENTERLINE OF COURT CIRCLE AND 18.1 FEET NORTHEAST
 JD2573'OF THE NORTHEAST WALL OF THE SAVINGS AND LOAN BUILDING.
 JD2573'
 JD2573'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---CAMDENTON 1947 NO 3
 JD2573'1981---CEMENTED IN A DRILLED HOLE IN THE SIDEWALK WHICH GOES ALONG
 JD2573'THE SOUTH SIDE OF THE COURTHOUSE.  IT IS 79.8 FEET SOUTHWEST OF THE
 JD2573'FLAGPOLE AND 14.1 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JD2573'COURTHOUSE.
 JD2573'
 JD2573'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK DUE TO TREES AND
 JD2573'BUILDINGS.
 JD2573
 JD2573                          STATION RECOVERY (1981)
 JD2573
 JD2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JD2573'THE SURFACE STATION MARK, REFERENCE MARK 2 AND BENCH MARK CAMDENTON
 JD2573'WERE RECOVERED IN GOOD CONDITION.  HOWEVER, THE BENCH MARK IS NOW
 JD2573'OBSTRUCTED BY SHRUBBERY.  REFERENCE MARK 1 HAS BEEN DESTROYED.  THE
 JD2573'AZIMUTH MARK AND BENCH MARK M30 WERE SEARCHED FOR BUT NOT FOUND.  A
 JD2573'REFERENCE MARK 3 HAS BEEN ESTABLISHED.  THE DIRECTION TO REFERENCE
 JD2573'MARK 2 AGREED WITH 1947 DATA AND THE MEASUREMENT, IN FEET, AGREED. THE
 JD2573'DISTANCE IN METERS SHOWN IN THE BOX SCORE OF THE ORIGINAL DESCRIPTION
 JD2573'IS IN ERROR BY 2 M (6.6 FT) TOO SHORT.  THE DISTANCE AND DIRECTION TO
 JD2573'THE CAMDENTON COURTHOUSE FLAGPOLE AGREED WITH 1947 DATA.  THE STATION
 JD2573'IS LOCATED IN CAMDENTON, AT THE JUNCTION OF US HIGHWAY 54 AND STATE
 JD2573'HIGHWAY 5, AND AT THE SOUTHEAST CORNER OF THE CAMDEN COUNTY COURTHOUSE
 JD2573'LAWN.  THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED CAMDENTON
 JD2573'1947, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES BELOW
 JD2573'THE GROUND SURFACE.  IT IS 170.8 FT (52.1 M) SOUTH OF THE COURTHOUSE
 JD2573'FLAGPOLE, 133.6 FT (40.7 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF
 JD2573'THE COURTHOUSE, 79.0 FT (24.1 M) NORTHWEST OF THE CENTERLINE OF US
 JD2573'HIGHWAY 54, 49.0 FT (14.9 M) NORTHEAST OF THE CENTERLINE OF COURT
 JD2573'CIRCLE, 19.2 FT (5.9 M) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK
 JD2573'AND 6.7 FT (2.0 M) NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK.
 JD2573'REBAR WAS DRIVEN AT THE SOUTH EDGE OF THE MARK.  THE UNDERGROUND MARK
 JD2573'WAS NOT INSPECTED. REFERENCE MARK 2 IS A STANDARD DISK, STAMPED
 JD2573'CAMDENTON NO 2 1947, CEMENTED IN A DRILLED HOLE IN THE SIDEWALK ALONG
 JD2573'THE SOUTHWEST SIDE OF COURT CIRCLE, 34.5 FT (10.5 M) SOUTHEAST OF THE
 JD2573'NORTH CORNER OF THE UNITED SAVING AND LOAN ASSOCIATION BUILDING, 29.0
 JD2573'FT (8.8 M) SOUTHWEST OF THE CENTERLINE OF COURT CIRCLE AND 18.1 FT
 JD2573'(5.5 M) NORTHEAST OF THE NORTHEAST WALL OF THE SAVINGS AND LOAN
 JD2573'BUILDING. REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CAMDENTON 1947
 JD2573'NO 3 1981, CEMENTED IN A DRILLED HOLE IN THE SIDEWALK WHICH GOES ALONG
 JD2573'THE SOUTH SIDE OF THE COURTHOUSE.  IT IS 79.8 FT (24.3 M) SOUTHWEST OF
 JD2573'THE FLAGPOLE AND 14.1 FT (4.3 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 JD2573'COURTHOUSE.  THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK DUE TO
 JD2573'TREES AND BUILDINGS.
 JD2573
 JD2573                          STATION RECOVERY (1990)
 JD2573
 JD2573'RECOVERY NOTE BY MO DEPT OF NAT RES 1990 (BDC)
 JD2573'THE STATION WAS RECOVERED IN GOOD  CONDITION. THE AZIMUTH MARK HAS
 JD2573'BEEN COVERED OVER WHEN THE ROAD WAS REPAVED.
 JD2573
 JD2573                          STATION RECOVERY (1997)
 JD2573
 JD2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JD2573'THE STATION IS LOCATED IN CAMDENTON, MO., AT THE CAMDEN COUNTY
 JD2573'COURTHOUSE.  NEAR THE SOUTHEAST CORNER OF THE COURTHOUSE LAWN, SOUTH
 JD2573'OF THE FLAGPOLE, JUST NORTHEAST OF THE SOUTHWEST SIDEWALK.
 JD2573'OWNERSHIP--CITY OF CAMDENTON, CAMDEN COUNTY COURTHOUSE, CAMDENTON, MO.
 JD2573'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 54 AND STATE
 JD2573'HIGHWAYS 5 AND 7 IN CAMDENTON, GO SOUTHWEST, 0.2 KM (0.10 MI) ALONG
 JD2573'HIGHWAY 54 TO COURT CIRCLE ON THE RIGHT.  TURN RIGHT, NORTHEAST, ABOUT
 JD2573'20 M (65.6 FT) TO THE STATION ON THE RIGHT, JUST NORTHEAST OF THE
 JD2573'SIDEWALK.  THE STATION IS 51.97 M (170.50 FT) SOUTH OF THE COURTHOUSE
 JD2573'FLAGPOLE, 40.7 M (133.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 JD2573'THE COURTHOUSE, 24.1 M (79.1 FT) NORTHWEST OF THE HIGHWAY 54
 JD2573'CENTERLINE, 14.9 M (48.9 FT) NORTHEAST OF THE COURT CIRCLE CENTERLINE,
 JD2573'5.8 M (19.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, 2.0 M
 JD2573'(6.6 FT) NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK, AND THE
 JD2573'MONUMENT IS ABOUT LEVEL WITH COURT CIRCLE AND RECESSED ABOUT 6-CM
 JD2573'BELOW THE GROUND SURFACE.  BY R.G.  HAYES. NOTE--REBAR WAS DRIVEN AT
 JD2573'THE SOUTH EDGE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2572 ***********************************************************************
 JD2572  DESIGNATION -  CAMDENTON COURTHOUSE FLAG
 JD2572  PID         -  JD2572
 JD2572  STATE/COUNTY-  MO/CAMDEN
 JD2572  USGS QUAD   -  CAMDENTON (1983)
 JD2572
 JD2572                         *CURRENT SURVEY CONTROL
 JD2572  ___________________________________________________________________
 JD2572* NAD 83(1997)-  38 00 29.39819(N)    092 44 43.30104(W)     ADJUSTED  
 JD2572* NAVD 88     -                                                        
 JD2572  ___________________________________________________________________
 JD2572  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JD2572  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JD2572
 JD2572  HORZ ORDER  -  THIRD
 JD2572
 JD2572.The horizontal coordinates were established by classical geodetic methods
 JD2572.and adjusted by the National Geodetic Survey in February 2000..
 JD2572
 JD2572
 JD2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2572
 JD2572.The geoid height was determined by GEOID03.
 JD2572
 JD2572;                    North         East     Units Scale Factor Converg.
 JD2572;SPC MO C     -   241,366.993   478,453.115   MT  0.99993905   -0 09 03.9
 JD2572;UTM  15      - 4,206,751.661   522,354.127   MT  0.99960615   +0 09 24.5
 JD2572
 JD2572                          SUPERSEDED SURVEY CONTROL
 JD2572
 JD2572  NAD 83(1986)-  38 00 29.40785(N)    092 44 43.30180(W) AD(       ) 4
 JD2572  NAD 27      -  38 00 29.28300(N)    092 44 42.63700(W) AD(       ) 3
 JD2572
 JD2572.Superseded values are not recommended for survey control.
 JD2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2572.See file dsdata.txt to determine how the superseded data were derived.
 JD2572
 JD2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2235406752(NAD 83)
 JD2572_MARKER: 62 = FLAGPOLE
 JD2572
 JD2572  HISTORY     - Date     Condition        Report By
 JD2572  HISTORY     - 1947     FIRST OBSERVED   CGS
 JD2572  HISTORY     - 1981     GOOD             NGS
 JD2572
 JD2572                          STATION DESCRIPTION
 JD2572
 JD2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2572'THE STATION IS LOCATED NEAR THE CENTER OF THE CAMDEN
 JD2572'COUNTY COURT HOUSE LAWN, 27 FEET EAST OF THE EAST EDGE OF
 JD2572'THE SIDEWALK DIRECTLY IN FRONT OF THE MAIN ENTRANCE TO THE
 JD2572'BUILDING.  IT IS 8 INCHES IN DIAMETER AT THE BASE AND
 JD2572'APPROXIMATELY 60 FEET HIGH.  IT IS SET IN A CONCRETE BASE
 JD2572'WHICH IS 5.5 FEET BY 6 FEET.  THE POLE IS SILVER IN COLOR.
 JD2572'THE POINT INTERSECTED WAS THE CENTER OF THE POLE AT ITS BASE.
 JD2572'
 JD2572'A TRAVERSE CONNECTION WAS MADE FROM STATION CAMDENTON AND
 JD2572'THE DISTANCE IS 52.048 METERS OR 170.76 FEET.
 JD2572
 JD2572                          STATION RECOVERY (1981)
 JD2572
 JD2572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JD2572'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 JD2572'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2580 ***********************************************************************
 JD2580  DESIGNATION -  CAMDENTON LOOKOUT TOWER
 JD2580  PID         -  JD2580
 JD2580  STATE/COUNTY-  MO/CAMDEN
 JD2580  USGS QUAD   -  GREEN BAY TERRACE (1983)
 JD2580
 JD2580                         *CURRENT SURVEY CONTROL
 JD2580  ___________________________________________________________________
 JD2580* NAD 83(1997)-  38 01 22.97008(N)    092 47 00.79981(W)     ADJUSTED  
 JD2580* NAVD 88     -                                                        
 JD2580  ___________________________________________________________________
 JD2580  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 JD2580  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JD2580
 JD2580  HORZ ORDER  -  THIRD
 JD2580
 JD2580.The horizontal coordinates were established by classical geodetic methods
 JD2580.and adjusted by the National Geodetic Survey in February 2000..
 JD2580
 JD2580
 JD2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2580
 JD2580.The geoid height was determined by GEOID03.
 JD2580
 JD2580;                    North         East     Units Scale Factor Converg.
 JD2580;SPC MO C     -   243,028.173   475,104.054   MT  0.99994096   -0 10 28.8
 JD2580;UTM  15      - 4,208,394.268   518,997.311   MT  0.99960444   +0 07 60.0
 JD2580
 JD2580                          SUPERSEDED SURVEY CONTROL
 JD2580
 JD2580  NAD 83(1986)-  38 01 22.97936(N)    092 47 00.80180(W) AD(       ) 4
 JD2580  NAD 27      -  38 01 22.85700(N)    092 47 00.13400(W) AD(       ) 3
 JD2580
 JD2580.Superseded values are not recommended for survey control.
 JD2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2580.See file dsdata.txt to determine how the superseded data were derived.
 JD2580
 JD2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1899708394(NAD 83)
 JD2580_MARKER: 57 = LOOKOUT TOWER
 JD2580
 JD2580  HISTORY     - Date     Condition        Report By
 JD2580  HISTORY     - 1947     FIRST OBSERVED   CGS
 JD2580
 JD2580                          STATION DESCRIPTION
 JD2580
 JD2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2580'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF
 JD2580'CAMDENTON.  IT IS A STEEL STRUCTURE WITH A WOODEN STAIR CASE
 JD2580'TO REACH THE TOP.  IT IS ABOUT 70 FEET HIGH, 17 FEET SQUARE
 JD2580'AT THE BASE AND 65 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JD2580'ROAD.
 JD2580'
 JD2580'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY NO.
 JD2580'54 AND STATE HIGHWAY NO. 5 GO NORTHWESTERLY FOR 2.25 MILE TO
 JD2580'T-ROAD LEFT, TURN LEFT ON LAKE ROAD NO. 32 FOR .65 MILE TO FORK,
 JD2580'TAKE LEFT FORK FOR .15 MILE TO GATE ON LEFT, TURN THROUGH GATE
 JD2580'FOR .05 MILE TO STATION ON LEFT AS DESCRIBED.
 JD2580'
 JD2580'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2571 ***********************************************************************
 JD2571  DESIGNATION -  CAMDENTON MUNICIPAL TANK
 JD2571  PID         -  JD2571
 JD2571  STATE/COUNTY-  MO/CAMDEN
 JD2571  USGS QUAD   -  CAMDENTON (1983)
 JD2571
 JD2571                         *CURRENT SURVEY CONTROL
 JD2571  ___________________________________________________________________
 JD2571* NAD 83(1997)-  38 00 25.30251(N)    092 44 40.05993(W)     ADJUSTED  
 JD2571* NAVD 88     -                                                        
 JD2571  ___________________________________________________________________
 JD2571  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JD2571  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JD2571
 JD2571  HORZ ORDER  -  THIRD
 JD2571
 JD2571.The horizontal coordinates were established by classical geodetic methods
 JD2571.and adjusted by the National Geodetic Survey in February 2000..
 JD2571
 JD2571
 JD2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2571
 JD2571.The geoid height was determined by GEOID03.
 JD2571
 JD2571;                    North         East     Units Scale Factor Converg.
 JD2571;SPC MO C     -   241,240.514   478,531.846   MT  0.99993901   -0 09 01.9
 JD2571;UTM  15      - 4,206,625.649   522,433.510   MT  0.99960620   +0 09 26.5
 JD2571
 JD2571                          SUPERSEDED SURVEY CONTROL
 JD2571
 JD2571  NAD 83(1986)-  38 00 25.31190(N)    092 44 40.06166(W) AD(       ) 4
 JD2571  NAD 27      -  38 00 25.18700(N)    092 44 39.39700(W) AD(       ) 3
 JD2571
 JD2571.Superseded values are not recommended for survey control.
 JD2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2571.See file dsdata.txt to determine how the superseded data were derived.
 JD2571
 JD2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2243406626(NAD 83)
 JD2571_MARKER: 51 = TANK
 JD2571
 JD2571  HISTORY     - Date     Condition        Report By
 JD2571  HISTORY     - 1947     FIRST OBSERVED   CGS
 JD2571  HISTORY     - 1981     GOOD             NGS
 JD2571
 JD2571                          STATION DESCRIPTION
 JD2571
 JD2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2571'THE STATION IS LOCATED IN THE CITY OF CAMDENTON.  IT IS 29
 JD2571'FEET NORTH OF THE CENTERLINE OF GRAVELED ROAD AND 75 FEET
 JD2571'WEST OF THE MAIN GRAVELED ROAD.  IT IS A STEEL STRUCTURE ABOUT
 JD2571'60 FEET HIGH AND 21 FEET SQUARE AT THE BASE, THE TANK IS
 JD2571'PAINTED SILVER.
 JD2571'
 JD2571'TO REACH THE STATION FOR THE JUNCTIONS OF U.S. HIGHWAY NO.
 JD2571'54 AND STATE HIGHWAY NO. 5 GO WEST FOR .05 MILE AND TURN LEFT
 JD2571'FOR 0.1 MILE AND STATION ON THE RIGHT AS DESCRIBED.
 JD2571'
 JD2571'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 JD2571
 JD2571                          STATION RECOVERY (1981)
 JD2571
 JD2571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JD2571'THE STATION, CAMDENTON MUNICIPAL WATER TANK, WAS RECOVERED IN GOOD
 JD2571'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1512 ***********************************************************************
 HD1512  DESIGNATION -  CAMDPORT
 HD1512  PID         -  HD1512
 HD1512  STATE/COUNTY-  MO/CAMDEN
 HD1512  USGS QUAD   -  DECATURVILLE (1975)
 HD1512
 HD1512                         *CURRENT SURVEY CONTROL
 HD1512  ___________________________________________________________________
 HD1512* NAD 83(1997)-  37 58 33.99328(N)    092 41 34.26918(W)     ADJUSTED  
 HD1512* NAVD 88     -       320.2    (meters)    1051.     (feet)  VERTCON   
 HD1512  ___________________________________________________________________
 HD1512  X           -    -236,520.185 (meters)                     COMP
 HD1512  Y           -  -5,028,730.127 (meters)                     COMP
 HD1512  Z           -   3,903,531.806 (meters)                     COMP
 HD1512  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 HD1512  ELLIP HEIGHT-         288.97  (meters)          (02/17/00) GPS OBS
 HD1512  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HD1512
 HD1512  HORZ ORDER  -  THIRD
 HD1512  ELLP ORDER  -  FOURTH    CLASS I
 HD1512
 HD1512.This mark is at Camdenton Mem Airport (H21)
 HD1512
 HD1512.The horizontal coordinates were established by GPS observations
 HD1512.and adjusted by the National Geodetic Survey in February 2000..
 HD1512
 HD1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1512
 HD1512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1512
 HD1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1512
 HD1512.The ellipsoidal height was determined by GPS observations
 HD1512.and is referenced to NAD 83.
 HD1512
 HD1512.The geoid height was determined by GEOID03.
 HD1512
 HD1512;                    North         East     Units Scale Factor Converg.
 HD1512;SPC MO C     -   237,798.167   483,056.914   MT  0.99993687   -0 07 07.2
 HD1512;UTM  15      - 4,203,208.788   526,975.503   MT  0.99960896   +0 11 20.4
 HD1512
 HD1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1512!SPC MO C     -   0.99995466  x   0.99993687  =   0.99989153
 HD1512!UTM  15      -   0.99995466  x   0.99960896  =   0.99956364
 HD1512
 HD1512:                Primary Azimuth Mark                     Grid Az
 HD1512:SPC MO C     -  CAMDPORT AZ MK                           155 06 36.7
 HD1512:UTM  15      -  CAMDPORT AZ MK                           154 48 09.1
 HD1512
 HD1512|---------------------------------------------------------------------|
 HD1512| PID    Reference Object                     Distance      Geod. Az  |
 HD1512|                                                           dddmmss.s |
 HD1512| HD1513 CAMDPORT AZ MK                      APPROX. 0.7 KM 1545929.5 |
 HD1512|---------------------------------------------------------------------|
 HD1512
 HD1512                          SUPERSEDED SURVEY CONTROL
 HD1512
 HD1512  NAD 83(1986)-  37 58 34.00544(N)    092 41 34.26808(W) AD(       ) 3
 HD1512  NGVD 29 (07/16/90)  320.1    (m)         1050.     (f) GPS OBS        
 HD1512
 HD1512.Superseded values are not recommended for survey control.
 HD1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1512.See file dsdata.txt to determine how the superseded data were derived.
 HD1512
 HD1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2697603209(NAD 83)
 HD1512_MARKER: I = METAL ROD
 HD1512_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HD1512_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HD1512_STAMPING: CAMDPORT 1990
 HD1512_MARK LOGO: NGS   
 HD1512_PROJECTION: FLUSH
 HD1512_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1512+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HD1512_ROD/PIPE-DEPTH: 6.05 meters
 HD1512_SLEEVE-DEPTH  : 0.93 meters
 HD1512
 HD1512  HISTORY     - Date     Condition        Report By
 HD1512  HISTORY     - 1990     MONUMENTED       NGS
 HD1512
 HD1512                          STATION DESCRIPTION
 HD1512
 HD1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HD1512'STATION IS LOCATED ABOUT 22.6 KM (14.05 MI) SOUTH OF OSAGE BEACH,
 HD1512'ABOUT 33.9 KM (21.05 MI) NORTH OF LEBANON, AT THE CAMDENTON MEMORIAL
 HD1512'AIRPORT.  OWNERSHIP-CITY OF CAMDENTON, CITY HALL CAMDENTON, MO. 65020.
 HD1512'AIRPORT MANAGER IS JIM WALDON, ON SITE CONTACT IS JAY REID, PHONE IS
 HD1512'314-346-5449, 346-1993.
 HD1512'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 5 AND STATE
 HD1512'ROUTE 7, LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF THE SOUTHEAST
 HD1512'CORNER OF CAMDENTON, GO SOUTHERLY ALONG STATE ROUTE 5 FOR 0.56 KM
 HD1512'(0.35 MI) TO A GRAVEL ROAD ON THE LEFT AT AIRPORT SIGN, THEN GO LEFT,
 HD1512'ALONG AIRPORT ACCESS ROAD FOR 0.16 KM (0.10 MI) TO THE MANAGERS OFFICE
 HD1512'(STONE FACE BUILDING), THEN GO SOUTH-SOUTHEAST ALONG THE APPRON , TO
 HD1512'THE JUNCTION OF THE TAXIWAY AND RUNWAY 15-33 AND THE STATION IN GRASSY
 HD1512'MEDIAN AS DESCRIBED.
 HD1512'STATION IS 31.7 M (104.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 HD1512'RUNWAY, 15.9 M (52.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 HD1512'CROSSOVER, 14.15 M (46.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 HD1512'TAXIWAY.
 HD1512'DESCRIBED BY R.D.B.  AIRPORT WILL POSSIBLY LENGTHEN RUNWAY IN NEAR
 HD1512'FUTURE.
 HD1512'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1513 ***********************************************************************
 HD1513  DESIGNATION -  CAMDPORT AZ MK
 HD1513  PID         -  HD1513
 HD1513  STATE/COUNTY-  MO/CAMDEN
 HD1513  USGS QUAD   -  DECATURVILLE (1975)
 HD1513
 HD1513                         *CURRENT SURVEY CONTROL
 HD1513  ___________________________________________________________________
 HD1513* NAD 83(1997)-  37 58 13.64887(N)    092 41 22.28082(W)     ADJUSTED  
 HD1513* NAVD 88     -       323.     (meters)    1060.     (feet)  VERTCON   
 HD1513  ___________________________________________________________________
 HD1513  X           -    -236,246.133 (meters)                     COMP
 HD1513  Y           -  -5,029,131.826 (meters)                     COMP
 HD1513  Z           -   3,903,039.202 (meters)                     COMP
 HD1513  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 HD1513  ELLIP HEIGHT-         292.04  (meters)          (02/17/00) GPS OBS
 HD1513  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HD1513
 HD1513  HORZ ORDER  -  THIRD
 HD1513  ELLP ORDER  -  FOURTH    CLASS I
 HD1513
 HD1513.This mark is at Camdenton Mem Airport (H21)
 HD1513
 HD1513.The horizontal coordinates were established by GPS observations
 HD1513.and adjusted by the National Geodetic Survey in February 2000..
 HD1513.No horizontal observational check was made to the station.
 HD1513
 HD1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1513
 HD1513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1513
 HD1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1513
 HD1513.The ellipsoidal height was determined by GPS observations
 HD1513.and is referenced to NAD 83.
 HD1513
 HD1513.The geoid height was determined by GEOID03.
 HD1513
 HD1513;                    North         East     Units Scale Factor Converg.
 HD1513;SPC MO C     -   237,170.344   483,348.204   MT  0.99993675   -0 06 59.8
 HD1513;UTM  15      - 4,202,582.743   527,270.064   MT  0.99960916   +0 11 27.7
 HD1513
 HD1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1513!SPC MO C     -   0.99995418  x   0.99993675  =   0.99989093
 HD1513!UTM  15      -   0.99995418  x   0.99960916  =   0.99956335
 HD1513
 HD1513:                Primary Azimuth Mark                     Grid Az
 HD1513:SPC MO C     -  CAMDPORT                                 335 06 36.7
 HD1513:UTM  15      -  CAMDPORT                                 334 48 09.2
 HD1513
 HD1513|---------------------------------------------------------------------|
 HD1513| PID    Reference Object                     Distance      Geod. Az  |
 HD1513|                                                           dddmmss.s |
 HD1513| HD1512 CAMDPORT                            APPROX. 0.7 KM 3345936.9 |
 HD1513|---------------------------------------------------------------------|
 HD1513
 HD1513                          SUPERSEDED SURVEY CONTROL
 HD1513
 HD1513  NAD 83(1986)-  37 58 13.66104(N)    092 41 22.27971(W) AD(       ) 3
 HD1513  NGVD 29 (07/16/90)  323.     (m)         1060.     (f) GPS OBS        
 HD1513
 HD1513.Superseded values are not recommended for survey control.
 HD1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1513.See file dsdata.txt to determine how the superseded data were derived.
 HD1513
 HD1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2727002583(NAD 83)
 HD1513_MARKER: I = METAL ROD
 HD1513_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HD1513_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HD1513_STAMPING: CAMDPORT AZ MK 1990
 HD1513_MARK LOGO: NGS   
 HD1513_PROJECTION: FLUSH
 HD1513_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1513+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HD1513_ROD/PIPE-DEPTH: 1.00 meters
 HD1513_SLEEVE-DEPTH  : 0.73 meters
 HD1513
 HD1513  HISTORY     - Date     Condition        Report By
 HD1513  HISTORY     - 1990     MONUMENTED       NGS
 HD1513
 HD1513                          STATION DESCRIPTION
 HD1513
 HD1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HD1513'STATION IS LOCATED ABOUT 22.6 KM (14.05 MI) SOUTH OF OSAGE BEACH,
 HD1513'ABOUT 33.9 KM (21.05 MI) NORTH OF LEBANON, AT THE CAMDENTON MEMORIAL
 HD1513'AIRPORT.  OWNERSHIP-CITY OF CAMDENTON, CITY HALL CAMDENTON, MO. 65020.
 HD1513'AIRPORT MANAGER IS JIM WALDON ON SITE CONTACT IS JAY REID, PHONE IS
 HD1513'314-346-5449, 346-1993.
 HD1513'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 5 AND STATE
 HD1513'ROUTE 7, LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF THE SOUTHEAST
 HD1513'CORNER OF CAMDENTON, GO SOUTHERLY ALONG STATE ROUTE 5 FOR 0.56 KM
 HD1513'(0.35 MI) TO A GRAVEL ROAD ON THE LEFT AT AIRPORT SIGN, THEN GO LEFT,
 HD1513'ALONG AIRPORT ACCESS ROAD FOR 0.16 KM (0.10 MI) TO THE MANAGERS OFFICE
 HD1513'(STONE FACE BUILDING), THEN GO SOUTH-SOUTHEAST ALONG THE APPRON , TO
 HD1513'THE JUNCTION OF THE TAXIWAY AND RUNWAY, THEN GO RIGHT, SOUTHEASTERLY
 HD1513'ALONG THE SOUTHWEST SIDE OF RUNWAY FOR 0.64 KM (0.40 MI) TO THE
 HD1513'SOUTHEAST END OF RUNWAY 15-33 AND THE AZ MK AS DESCRIBED.
 HD1513'AZ MK IS 31.8 M (104.3 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 HD1513'RUNWAY, 13.4 M (44.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 HD1513'TAXIWAY, 13.6 M (44.6 FT) NORTH OF THE CENTERLINE AT THE TAXIWAY
 HD1513'HOLDING LINES.
 HD1513'DESCRIBED BY R.D.B.
 HD1513'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1298 ***********************************************************************
 KE1298  DESIGNATION -  CAMERON
 KE1298  PID         -  KE1298
 KE1298  STATE/COUNTY-  MO/CLINTON
 KE1298  USGS QUAD   -  CAMERON WEST (1984)
 KE1298
 KE1298                         *CURRENT SURVEY CONTROL
 KE1298  ___________________________________________________________________
 KE1298* NAD 83(1997)-  39 44 15.83992(N)    094 16 53.37513(W)     ADJUSTED  
 KE1298* NAVD 88     -       316.34   (+/-2cm)    1037.9    (feet)  VERTCON   
 KE1298  ___________________________________________________________________
 KE1298  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 KE1298  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KE1298
 KE1298  HORZ ORDER  -  SECOND
 KE1298  VERT ORDER  -  THIRD ? (See Below)
 KE1298
 KE1298.The horizontal coordinates were established by classical geodetic methods
 KE1298.and adjusted by the National Geodetic Survey in February 2000..
 KE1298
 KE1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1298.The vertical order pertains to the NGVD 29 superseded value.
 KE1298
 KE1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1298
 KE1298.The geoid height was determined by GEOID03.
 KE1298
 KE1298;                    North         East     Units Scale Factor Converg.
 KE1298;SPC MO W     -   396,372.425   868,729.243   MT  0.99994549   +0 08 22.9
 KE1298;UTM  15      - 4,399,433.933   390,193.100   MT  0.99974844   -0 49 09.5
 KE1298
 KE1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1298!SPC MO W     -   0.99995548  x   0.99994549  =   0.99990097
 KE1298!UTM  15      -   0.99995548  x   0.99974844  =   0.99970393
 KE1298
 KE1298|---------------------------------------------------------------------|
 KE1298| PID    Reference Object                     Distance      Geod. Az  |
 KE1298|                                                           dddmmss.s |
 KE1298| CL7013 CAMERON RM 1                         24.356 METERS 05133     |
 KE1298| KE1297 CAMERON MUNICIPAL TANK              APPROX. 2.7 KM 0794009.9 |
 KE1298| CL7014 CAMERON RM 2                         27.886 METERS 17017     |
 KE1298| CL7012 CAMERON AZ MK                                      2420223.3 |
 KE1298| KE1311 KANSAS C MINNEAPOLIS AWY BN 4       APPROX. 8.6 KM 2905254.0 |
 KE1298|---------------------------------------------------------------------|
 KE1298
 KE1298                          SUPERSEDED SURVEY CONTROL
 KE1298
 KE1298  NAD 83(1997)-  39 44 15.84019(N)    094 16 53.37588(W) AD(       ) 2
 KE1298  NAD 83(1997)-  39 44 15.84055(N)    094 16 53.37611(W) AD(       ) 2
 KE1298  NAD 83(1986)-  39 44 15.84366(N)    094 16 53.37337(W) AD(       ) 2
 KE1298  NAD 27      -  39 44 15.83900(N)    094 16 52.56490(W) AD(       ) 2
 KE1298  NGVD 29 (07/19/86)  316.24   (m)         1037.5    (f) LEVELING    3  
 KE1298
 KE1298.Superseded values are not recommended for survey control.
 KE1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1298.See file dsdata.txt to determine how the superseded data were derived.
 KE1298
 KE1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9019399434(NAD 83)
 KE1298_MARKER: DS = TRIANGULATION STATION DISK
 KE1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1298
 KE1298  HISTORY     - Date     Condition        Report By
 KE1298  HISTORY     - 1948     MONUMENTED       CGS
 KE1298  HISTORY     - 1959     GOOD             CGS
 KE1298  HISTORY     - 1962     GOOD             CGS
 KE1298  HISTORY     - 1973     GOOD             SCS
 KE1298  HISTORY     - 19990630 GOOD             MOHC
 KE1298
 KE1298                          STATION DESCRIPTION
 KE1298
 KE1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1298'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF CAMERON, 0.5 MILE
 KE1298'SOUTH OF THE CLINTON-DE KALB COUNTY LINE, 138.5 FEET NORTH OF
 KE1298'THE NORTH RAIL OF A RAILROAD, 90 FEET SOUTHEAST OF THE SOUTHEAST
 KE1298'CORNER OF A FARM HOUSE, 49 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 KE1298'AND 39 FEET WEST OF THE CENTER OF A GRAVELED ROAD.  IT IS SET
 KE1298'FLUSH WITH THE GROUND AND IS STAMPED CAMERON 1948.
 KE1298'
 KE1298'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE CENTER OF A GRAVELED
 KE1298'ROAD AND 7.0 FEET NORTH OF A TELEPHONE POLE.  IT PROJECTS 5
 KE1298'INCHES AND IS STAMPED CAMERON NO 1 1948.
 KE1298'
 KE1298'REFERENCE MARK NO. 2 IS 47 FEET NORTH OF THE NORTH RAIL OF A
 KE1298'RAILROAD, 20 FEET WEST OF THE CENTER OF A GRAVELED ROAD, AND 2.5
 KE1298'FEET EAST OF A CONCRETE FENCE BRACE POST.  IT PROJECTS 3 INCHES
 KE1298'AND IS STAMPED CAMERON NO 2 1948.
 KE1298'
 KE1298'AZIMUTH MARK IS DIRECTLY ACROSS THE ROAD FROM A FARM HOUSE, 56
 KE1298'FEET WEST-NORTHWEST OF THE CENTER OF INTERSECTION OF A DRIVEWAY
 KE1298'AND GRADED ROAD, 19 FEET NORTH OF THE CENTER OF A GRADED ROAD, 21
 KE1298'FEET WEST OF THE CENTER OF A WIRE GATE, 2.0 FEET EAST OF A
 KE1298'WITNESS POST, AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 4
 KE1298'INCHES AND IS STAMPED CAMERON 1948.
 KE1298'
 KE1298'TO REACH THE STATION FROM THE SCHOOL BUILDING ON THE NORTH SIDE
 KE1298'OF THE SQUARE IN CAMERON, GO WEST ON 4-TH STREET AND GRAVELED
 KE1298'ROAD FOR 2.35 MILES TO A T INTERSECTION, TURN LEFT AND GO SOUTH
 KE1298'FOR 0.35 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 KE1298'
 KE1298'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.35
 KE1298'MILE, TURN RIGHT AND GO WEST FOR 0.7 MILE TO THE MARK ON THE
 KE1298'RIGHT.
 KE1298'
 KE1298'A 100 FOOT SIGNAL AT PERRIN IS VISIBLE AT 4 FEET.
 KE1298'
 KE1298'AN 87 FOOT SIGNAL AT COLFAX IS VISIBLE AT 64 FEET.
 KE1298'
 KE1298'A 74 FOOT SIGNAL AT OSBORN IS VISIBLE AT 64 FEET.
 KE1298'
 KE1298'AN 87 FOOT SIGNAL AT OWEN IS VISIBLE AT 50 FEET.
 KE1298'
 KE1298'A 4 FOOT SIGNAL AT MABEL IS VISIBLE AT 64 FEET.
 KE1298'
 KE1298'A 100 FOOT SIGNAL AT KIDLER IS VISIBLE AT 50 FEET.
 KE1298'
 KE1298'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KE1298
 KE1298                          STATION RECOVERY (1959)
 KE1298
 KE1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KE1298'THIS STATION WAS FOUND IN GOOD CONDITION AND ALL MARKS WERE
 KE1298'RECOVERED IN GOOD CONDITION AND AS DESCRIBED, EXCEPT THAT
 KE1298'REFERENCE MARK NO. 2 IS 2.5 FEET SOUTHEAST OF THE END CONCRETE
 KE1298'POST IN THE NORTH RAILROAD RIGHT-OF-WAY FENCE.
 KE1298
 KE1298                          STATION RECOVERY (1962)
 KE1298
 KE1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PEC)
 KE1298'THE STATION MARK, AZIMUTH, AND BOTH REFERENCE MARKS WERE RECOVERED
 KE1298'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KE1298
 KE1298                          STATION RECOVERY (1973)
 KE1298
 KE1298'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1973 (HLL)
 KE1298'CAMERON 1934 IN GOOD CONDITION.
 KE1298'
 KE1298'BENCH MARK ELEVATION IN N.W. CORNER OF CITY PARK DOES NOT AGREE WITH
 KE1298'USGS 1039 LOCATED IN THE SIDE OF SCHOOL HOUSE.  BENCH MARK USGS 1039
 KE1298'CHECKS WITH PRIM TRAV STA. NO. 3 MO 1935 LOCATED IN OSBORN,
 KE1298'MISSOURI.
 KE1298'
 KE1298'DISTANCE AND DIRECTION FROM NEAREST TOWN--CAMERON CITY PARK.
 KE1298
 KE1298                          STATION RECOVERY (1999)
 KE1298
 KE1298'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 KE1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0793 ***********************************************************************
 GE0793  DESIGNATION -  CAMP
 GE0793  PID         -  GE0793
 GE0793  STATE/COUNTY-  MO/OREGON
 GE0793  USGS QUAD   -  WILDERNESS (1997)
 GE0793
 GE0793                         *CURRENT SURVEY CONTROL
 GE0793  ___________________________________________________________________
 GE0793* NAD 83(1997)-  36 45 47.18892(N)    091 07 51.56243(W)     ADJUSTED  
 GE0793* NAVD 88     -       276.72   (+/-2cm)     907.9    (feet)  VERTCON   
 GE0793  ___________________________________________________________________
 GE0793  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 GE0793  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GE0793
 GE0793  HORZ ORDER  -  FIRST
 GE0793  VERT ORDER  -  THIRD ? (See Below)
 GE0793
 GE0793.The horizontal coordinates were established by classical geodetic methods
 GE0793.and adjusted by the National Geodetic Survey in February 2000..
 GE0793
 GE0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0793.The vertical order pertains to the NGVD 29 superseded value.
 GE0793
 GE0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0793
 GE0793.The geoid height was determined by GEOID03.
 GE0793
 GE0793;                    North         East     Units Scale Factor Converg.
 GE0793;SPC MO E     -   103,350.816   193,664.236   MT  0.99997242   -0 22 39.6
 GE0793;UTM  15      - 4,070,222.494   666,820.138   MT  0.99994285   +1 07 08.0
 GE0793
 GE0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0793!SPC MO E     -   0.99996119  x   0.99997242  =   0.99993361
 GE0793!UTM  15      -   0.99996119  x   0.99994285  =   0.99990405
 GE0793
 GE0793|---------------------------------------------------------------------|
 GE0793| PID    Reference Object                     Distance      Geod. Az  |
 GE0793|                                                           dddmmss.s |
 GE0793| CI1345 CAMP RM 1                            37.230 METERS 00317     |
 GE0793| GE0420 DODD                                APPROX.10.0 KM 1673559.5 |
 GE0793| CI1346 CAMP RM 2                                          32521     |
 GE0793|---------------------------------------------------------------------|
 GE0793
 GE0793                          SUPERSEDED SURVEY CONTROL
 GE0793
 GE0793  NAD 83(1997)-  36 45 47.19663(N)    091 07 51.56114(W) AD(       ) 1
 GE0793  NAD 83(1986)-  36 45 47.19879(N)    091 07 51.56116(W) AD(       ) 1
 GE0793  NAD 27      -  36 45 46.99800(N)    091 07 51.09200(W) AD(       ) 1
 GE0793  NGVD 29 (07/19/86)  276.62   (m)          907.5    (f) LEVELING    3  
 GE0793
 GE0793.Superseded values are not recommended for survey control.
 GE0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0793.See file dsdata.txt to determine how the superseded data were derived.
 GE0793
 GE0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6682070222(NAD 83)
 GE0793_MARKER: DS = TRIANGULATION STATION DISK
 GE0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0793
 GE0793  HISTORY     - Date     Condition        Report By
 GE0793  HISTORY     - 1928     MONUMENTED       CGS
 GE0793  HISTORY     - 1939     GOOD             LOCENG
 GE0793
 GE0793                          STATION DESCRIPTION
 GE0793
 GE0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GE0793'ABOUT 23 MILES EAST OF ALTON, 7 MILES NORTH OF STATE HIGHWAY
 GE0793'42, 5 MILES NORTH OF BARDLEY POST OFFICE, ON THE
 GE0793'BARDLEY-WILDERNESS ROAD, NEAR AN OLD LUMBER CAMP KNOWN AS NO. 5,
 GE0793'AT SOUTHERN END OF OLD CLEARED FIELD, 24.4 METERS (80 FEET) WEST
 GE0793'OF CENTER LINE OF ROAD, AND 25.1 METERS (82 FEET) WEST OF 18-INCH
 GE0793'BLAZED OAK WHICH IS IN FENCE LINE.  SURFACE AND UNDERGROUND
 GE0793'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GE0793'UPPER MARK PROJECTS 4 INCHES.  LOWER MARK IS 5 FEET
 GE0793'BELOW SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 GE0793'IN CONCRETE. NO. 1 IS 0.3 METER (1 FOOT)
 GE0793'WEST OF FENCE LINE AND 37.23 METERS (122.1 FEET) FROM
 GE0793'STATION N 03 DEG 17 MIN E.  NO. 2 IS 0.3 METER (1 FOOT)
 GE0793'WEST OF FENCE, 1.65 METERS (5.4 FEET) SOUTH OF OAK TREE AT
 GE0793'GATE, AND 163.90 METERS (537.7 FEET) ALONG SLOPE FROM STATION.
 GE0793'N 34 DEG 39 MIN W.
 GE0793
 GE0793                          STATION RECOVERY (1939)
 GE0793
 GE0793'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939 (MJB)
 GE0793'CORRESPONDENCE OF MILO J. BEACH, PROJECT ENGINEER, FREMONT,
 GE0793'MISSOURI, DATED MARCH 14, 1939 AND OCTOBER, 1939-
 GE0793'
 GE0793'REFERENCE MARK CAMP NO. 2 HAD TO BE MOVED AS IT WAS WITHIN
 GE0793'THE LIMITS OF EXCAVATION OF A NEW HIGHWAY.  IT WAS RESET
 GE0793'ACCORDING TO SKETCH BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0982 ***********************************************************************
 GE0982  DESIGNATION -  CAMP RESET
 GE0982  PID         -  GE0982
 GE0982  STATE/COUNTY-  MO/DUNKLIN
 GE0982  USGS QUAD   -  CAMPBELL (1984)
 GE0982
 GE0982                         *CURRENT SURVEY CONTROL
 GE0982  ___________________________________________________________________
 GE0982* NAD 83(1997)-  36 29 08.97026(N)    090 00 49.75500(W)     ADJUSTED  
 GE0982* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 GE0982  ___________________________________________________________________
 GE0982  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 GE0982  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GE0982
 GE0982  HORZ ORDER  -  THIRD
 GE0982
 GE0982.This mark is at Campbell Municipal Airport (34M)
 GE0982
 GE0982.The horizontal coordinates were established by classical geodetic methods
 GE0982.and adjusted by the National Geodetic Survey in February 2000..
 GE0982
 GE0982.The orthometric height was scaled from a topographic map.
 GE0982
 GE0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0982
 GE0982.The geoid height was determined by GEOID03.
 GE0982
 GE0982;                    North         East     Units Scale Factor Converg.
 GE0982;SPC MO E     -    72,506.841   293,562.515   MT  0.99995671   +0 17 20.8
 GE0982;UTM  15      - 4,041,983.158   767,512.571   MT  1.00048179   +1 46 36.1
 GE0982;UTM  16      - 4,042,060.347   230,010.519   MT  1.00049820   -1 47 35.4
 GE0982
 GE0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0982!SPC MO E     -   0.99999101  x   0.99995671  =   0.99994772
 GE0982!UTM  15      -   0.99999101  x   1.00048179  =   1.00047279
 GE0982!UTM  16      -   0.99999101  x   1.00049820  =   1.00048920
 GE0982
 GE0982:                Primary Azimuth Mark                     Grid Az
 GE0982:SPC MO E     -  CAMP AZ MK                               010 47 04.2
 GE0982:UTM  15      -  CAMP AZ MK                               009 17 48.9
 GE0982:UTM  16      -  CAMP AZ MK                               012 52 00.4
 GE0982
 GE0982|---------------------------------------------------------------------|
 GE0982| PID    Reference Object                     Distance      Geod. Az  |
 GE0982|                                                           dddmmss.s |
 GE0982| CI4039 CAMP AZ MK                                         0110425.0 |
 GE0982| CI4041 CAMP RM 1                            22.076 METERS 08156     |
 GE0982| CI4043 CAMP RM 3                            51.609 METERS 08528     |
 GE0982| CI4044 CAMP RM 4                            25.081 METERS 17240     |
 GE0982| GE0981 CAMPBELL MUNICIPAL TANK             APPROX. 5.4 KM 2750211.9 |
 GE0982| CI4042 CAMP RM 2                             9.997 METERS 29151     |
 GE0982| CI4040 CAMP AZ MK 2                                       3464701.9 |
 GE0982|---------------------------------------------------------------------|
 GE0982
 GE0982                          SUPERSEDED SURVEY CONTROL
 GE0982
 GE0982  NAD 83(1997)-  36 29 08.97381(N)    090 00 49.75557(W) AD(       ) 3
 GE0982  NAD 83(1986)-  36 29 08.97986(N)    090 00 49.75315(W) AD(       ) 3
 GE0982  NAD 27      -  36 29 08.76420(N)    090 00 49.42360(W) AD(       ) 3
 GE0982
 GE0982.Superseded values are not recommended for survey control.
 GE0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0982.See file dsdata.txt to determine how the superseded data were derived.
 GE0982
 GE0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6751341983(NAD 83)
 GE0982_MARKER: DS = TRIANGULATION STATION DISK
 GE0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0982
 GE0982  HISTORY     - Date     Condition        Report By
 GE0982  HISTORY     - 1954     MONUMENTED       CGS
 GE0982  HISTORY     - 1971     SEE DESCRIPTION  NGS
 GE0982
 GE0982                          STATION DESCRIPTION
 GE0982
 GE0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0982'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF MALDEN, ABOUT
 GE0982'3-1/2 MILES NORTHWEST OF CLARKTON, ABOUT 3 MILES EAST OF
 GE0982'CAMPBELL, 185 FEET WEST OF THE WEST END OF A STORAGE SHED,
 GE0982'34 FEET WEST OF A WIND SOCK AND 18 FEET SOUTH OF A TRACK ROAD.
 GE0982'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GE0982'CAMP 1954.
 GE0982'
 GE0982'REFERENCE MARK NO. 1 IS 112 FEET WEST OF THE WEST END OF THE
 GE0982'STORAGE SHED AND 39 FEET EAST NORTHEAST OF THE WIND SOCK.  IT IS
 GE0982'SET FLUSH AND IS STAMPED CAMP NO 1 1954.
 GE0982'
 GE0982'REFERENCE MARK NO. 2 IS 66 FEET WEST NORTHWEST OF THE WIND SOCK
 GE0982'AND 9 FEET SOUTH OF THE TRACK ROAD.  IT IS SET FLUSH AND IS
 GE0982'STAMPED CAMP NO 2 1954.
 GE0982'
 GE0982'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 102.20 FEET.
 GE0982'
 GE0982'THE AZIMUTH MARK IS 44 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 GE0982'62, 8 FEET EAST OF THE CENTER OF A DRIVEWAY AND 6 INCHES
 GE0982'SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES AND IS
 GE0982'STAMPED CAMP 1954.
 GE0982'
 GE0982'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL GO NORTH
 GE0982'ON U.S. HIGHWAY 62 FOR 0.5 MILE TO THE JUNCTION WITH STATE
 GE0982'HIGHWAY 53, TURN RIGHT AND GO EAST AND SOUTH ON U.S. HIGHWAY 62
 GE0982'AND STATE HIGHWAY 53 FOR 0.45 MILE TO THEIR JUNCTION, TURN LEFT
 GE0982'AND GO EAST ON U.S. HIGHWAY 62 FOR 2.9 MILES TO A SIDE ROAD RIGHT
 GE0982'AND A SIGN ON THE RIGHT CAMPBELL VEGETABLE FIELD STATION
 GE0982'UNIVERSITY OF MISSOURI AND THE AZIMUTH MARK IS ON THE LEFT.
 GE0982'TURN RIGHT AND FOLLOW THE GRAVELED DRIVEWAY SOUTH FOR 0.45
 GE0982'MILE TO THE STORAGE SHED AND THE STATION AND REFERENCE MARKS
 GE0982'AT THE WEST END OF THE STORAGE SHED AS DESCRIBED.
 GE0982'
 GE0982'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GE0982
 GE0982                          STATION RECOVERY (1971)
 GE0982
 GE0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GE0982'THE STATION SURFACE MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 GE0982'NO. 2 MONUMENTS WERE ALL FOUND LAYING NEAR AN OLD FOUNDATION,
 GE0982'HAVING BEEN REMOVED BY PARTIES UNKNOWN MANY YEARS AGO, TO PERMIT
 GE0982'THE CULTIVATION OF THE OLD SITE.  THE AZIMUTH MARK WAS FOUND
 GE0982'IN GOOD CONDITION, BUT WOULD BE DESTROYED BY NEW CONSTRUCTION
 GE0982'ALONG U.S. HIGHWAY 62.  THE ANGLE BETWEEN POSITIONED
 GE0982'INTERSECTION STATION CAMPBELL, MUNICIPAL WATER TANK 1954 AND THE
 GE0982'AZIMUTH MARK WAS DETERMINED AT THREE SEPERATE POINTS ABOUT 100
 GE0982'FEET APART AND A LINE TANGENT TO THE ANGLE WAS ESTABLISHED.
 GE0982'AFTER A LENGTHY SEARCH BY PRODDING ALONG THIS LINE THE
 GE0982'UNDERGROUND STATION MARK WAS RECOVERED IN EXCELLENT CONDITION,
 GE0982'AND THE OLD OBSERVED ANGLE BETWEEN THE CAMPBELL TANK AND THE
 GE0982'AZIMUTH MARK WAS VERIFIED BY OCCUPYING THE UNDERGROUND MARK
 GE0982'TO WITHIN PLUS 02.4 IN.  A FIRM PLUMBING BENCH WAS THEN
 GE0982'ERECTED OVER THE UNDERGROUND MARK AND THE POINT HELD, AFTER
 GE0982'WHICH THE SUB-SURFACE MARK WAS LOWERED AND A NEW SURFACE MARK
 GE0982'ESTABLISHED ABOUT 14 INCHES BELOW THE SURFACE, IN THE EXACT,
 GE0982'ORIGINAL HORIZONTAL POSITION.  THE ORIGINAL REFERENCE
 GE0982'MARK MONUMENTS WERE THEN RESET AND CEMENTED AROUND AND THE DISK
 GE0982'ALTERED TO READ NO 3 1954 1971 AND NO 4 1954 1971, AND A
 GE0982'NEW AZIMUTH MARK 1954 1971 WAS ESTABLISHED.  THE STATION WAS
 GE0982'THEN OCCUPIED AND OBSERVATIONS MADE UPON ALL MARKS AND DISTANT
 GE0982'OBJECTS AND MEASUREMENTS MADE.  WHEN ALL WORK WAS COMPLETED,
 GE0982'THE ORIGINAL AZIMUTH MARK WAS COMPLETELY DESTROYED AND THE DISK
 GE0982'REMOVED.**
 GE0982'
 GE0982'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GE0982'
 GE0982'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF MALDEN, ABOUT
 GE0982'3-1/2 MILES NORTHWEST OF CLARKTON, ABOUT 3 MILES EAST OF CAMPBELL
 GE0982'AND IS ON PROPERTY OWNED BY THE UNITED STATES GOVERNMENT AND
 GE0982'LEASED TO THE CITY OF CAMPBELL FOR AN AIRPORT, AND FOR SUB-LETTING
 GE0982'OF SMALL PLOTS FOR CULTIVATION.
 GE0982'
 GE0982'TO REACH THE STATION FROM THE NEW POST OFFICE IN CAMPBELL, GO
 GE0982'EASTERLY ON U.S. HIGHWAY 62 FOR 0.65 OF A MILE TO THE JUNCTION
 GE0982'WITH U.S. HIGHWAY 53 AND COUNTY ROAD WW.  HERE TURN RIGHT ON U.S.
 GE0982'HIGHWAYS 62 AND 53 AND GO SOUTHERLY FOR 0.5 OF A MILE TO WHERE
 GE0982'U.S. HIGHWAY 62 BEARS LEFT.  HERE BEAR LEFT ON U.S. HIGHWAY 62
 GE0982'AND GO EASTERLY FOR 2.75 MILES TO A PAVED DRIVE ON THE RIGHT
 GE0982'LEADING INTO A SMALL AIRPORT.  HERE BEAR RIGHT ON THE PAVED
 GE0982'DRIVE AND GO SOUTHERLY FOR 0.1 OF A MILE TO A GRAVELED ROAD LEFT
 GE0982'AT THE NORTH END OF THE AIRPORT RUNWAY AND THE AZIMUTH MARK
 GE0982'ABOUT 330 FEET EAST AS DESCRIBED.  HERE TURN EAST ABOUT
 GE0982'200 FEET, THEN SOUTH ON GRAVELED AND TRACK ROAD ALONG THE EAST
 GE0982'SIDE OF THE RUNWAY FOR A TOTAL DISTANCE OF 0.4 OF A MILE
 GE0982'TO A FIELD ROAD LEFT.  HERE TURN LEFT ON THE FIELD ROAD AND GO
 GE0982'EASTERLY FOR 0.1 OF A MILE TO THE STATION ON THE LEFT IN
 GE0982'CULTIVATED FIELD AS DESCRIBED.
 GE0982'
 GE0982'THE STATION IS 246 FEET WEST-NORTHWEST OF THE CENTER OF A DEEP
 GE0982'WELL USED FOR IRRIGATION, 171.3 FEET WEST OF THE NORTHWEST
 GE0982'CORNER OF A CONCRETE FOOTING, 170.5 FEET WEST OF THE SOUTHWEST
 GE0982'CORNER OF THE CONCRETE FOOTING, 81 FEET NORTH OF THE APPROXIMATE
 GE0982'CENTER OF THE FIELD ROAD, AND IN A CULTIVATED PLOT.  IT IS
 GE0982'A STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 14
 GE0982'INCHES BELOW THE CULTIVATED SURFACE AND THE DISK IS STAMPED
 GE0982'CAMP 1954 1971.
 GE0982'
 GE0982'REFERENCE MARK NO. 3 IS 105.5 FEET NORTHWEST OF THE APPROXIMATE
 GE0982'CENTER OF THE DEEP WELL, 94 FEET NORTH OF THE APPROXIMATE
 GE0982'CENTER OF THE FIELD ROAD, 1.8 FEET WEST OF THE NORTHWEST CORNER OF
 GE0982'THE CONCRETE FOOTING, 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST
 GE0982'AND SIGN, AND ABOUT THE SAME ELEVATION AS THE GROUND AT THE
 GE0982'STATION MARK.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GE0982'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GE0982'STAMPED CAMP 1954 NO 3 1971.
 GE0982'
 GE0982'REFERENCE MARK NO. 4 IS 227 FEET WEST OF THE APPROXIMATE
 GE0982'CENTER OF THE DEEP WELL, 176.5 FEET SOUTHWEST OF THE SOUTHWEST
 GE0982'CORNER OF THE CONCRETE FOOTING, ABOUT IN THE CENTER OF THE FIELD
 GE0982'ROAD LEADING TO THE STATION, AND ABOUT THE SAME ELEVATION AS THE
 GE0982'GROUND AT THE STATION MARK.  IT IS A STANDARD DISK SET IN THE TOP
 GE0982'OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GE0982'AND THE DISK IS STAMPED CAMP 1954 NO 4 1971.
 GE0982'
 GE0982'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3
 GE0982'AND REFERENCE MARK NO. 4 IS 184.56 FEET - (56.254) METERS.
 GE0982'
 GE0982'THE AZIMUTH MARK IS ABOUT 0.4 OF A MILE NORTH-NORTHWEST OF THE
 GE0982'STATION, 333 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED
 GE0982'AIRPORT ROAD AT POINT OF JUNCTION WITH GRAVELED ROAD EAST, 195
 GE0982'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE PAVED
 GE0982'RUNWAY, 142 FEET EAST OF POINT OF CURVE OF GRAVELED AND TRACK
 GE0982'ROAD, 12 FEET WEST OF A POLE SUPPORTING A WIND SOCK, 1.5 FEET
 GE0982'SOUTH OF THE WEST END OF RUNWAY MARKER, AND 1.0 FOOT EAST OF A
 GE0982'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GE0982'TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK
 GE0982'IS STAMPED CAMP 1954 1971.
 GE0982'
 GE0982'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3.0 MILES
 GE0982'EAST OF CAMPBELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0980 ***********************************************************************
 GE0980  DESIGNATION -  CAMPBELL
 GE0980  PID         -  GE0980
 GE0980  STATE/COUNTY-  MO/DUNKLIN
 GE0980  USGS QUAD   -  CAMPBELL (1984)
 GE0980
 GE0980                         *CURRENT SURVEY CONTROL
 GE0980  ___________________________________________________________________
 GE0980* NAD 83(1997)-  36 29 28.14599(N)    090 04 38.70866(W)     ADJUSTED  
 GE0980* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 GE0980  ___________________________________________________________________
 GE0980  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 GE0980  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0980
 GE0980  HORZ ORDER  -  SECOND
 GE0980
 GE0980.The horizontal coordinates were established by classical geodetic methods
 GE0980.and adjusted by the National Geodetic Survey in February 2000..
 GE0980
 GE0980.The orthometric height was scaled from a topographic map.
 GE0980
 GE0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0980
 GE0980.The geoid height was determined by GEOID03.
 GE0980
 GE0980;                    North         East     Units Scale Factor Converg.
 GE0980;SPC MO E     -    73,071.015   287,861.375   MT  0.99995099   +0 15 04.7
 GE0980;SPC AR N     -   241,087.689   572,265.323   MT  1.00006114   +1 07 07.5
 GE0980;SPC AR N     -   790,968.53  1,877,507.15   sFT  1.00006114   +1 07 07.5
 GE0980;UTM  15      - 4,042,399.342   761,795.796   MT  1.00044450   +1 44 20.6
 GE0980;UTM  16      - 4,042,831.747   224,330.446   MT  1.00053639   -1 49 52.6
 GE0980
 GE0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0980!SPC MO E     -   0.99998976  x   0.99995099  =   0.99994075
 GE0980!SPC AR N     -   0.99998976  x   1.00006114  =   1.00005090
 GE0980!UTM  15      -   0.99998976  x   1.00044450  =   1.00043425
 GE0980!UTM  16      -   0.99998976  x   1.00053639  =   1.00052614
 GE0980
 GE0980|---------------------------------------------------------------------|
 GE0980| PID    Reference Object                     Distance      Geod. Az  |
 GE0980|                                                           dddmmss.s |
 GE0980| CI4046 CAMPBELL RM 1                        24.598 METERS 00049     |
 GE0980| GE0064 CAMPBELL BM                         150.091 METERS 05948     |
 GE0980| GE0981 CAMPBELL MUNICIPAL TANK             351.240 METERS 10955     |
 GE0980| GE0978 ARKANSAS MO POWER CO RAD MAST       APPROX. 4.3 KM 2312328.4 |
 GE0980| CI4045 CAMPBELL AZ MK                      APPROX. 0.8 KM 2322338.7 |
 GE0980| GE0979 ARKANSAS MO POWER CO WATER TK       APPROX. 4.5 KM 2324204.1 |
 GE0980| CI4047 CAMPBELL RM 2                        28.464 METERS 23741     |
 GE0980|---------------------------------------------------------------------|
 GE0980
 GE0980                          SUPERSEDED SURVEY CONTROL
 GE0980
 GE0980  NAD 83(1997)-  36 29 28.15015(N)    090 04 38.70799(W) AD(       ) 2
 GE0980  NAD 83(1986)-  36 29 28.15434(N)    090 04 38.70748(W) AD(       ) 2
 GE0980  NAD 27      -  36 29 27.94380(N)    090 04 38.35930(W) AD(       ) 2
 GE0980
 GE0980.Superseded values are not recommended for survey control.
 GE0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0980.See file dsdata.txt to determine how the superseded data were derived.
 GE0980
 GE0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6179642399(NAD 83)
 GE0980_MARKER: DS = TRIANGULATION STATION DISK
 GE0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0980
 GE0980  HISTORY     - Date     Condition        Report By
 GE0980  HISTORY     - 1953     MONUMENTED       CGS
 GE0980  HISTORY     - 1970     GOOD             NGS
 GE0980  HISTORY     - 20010221 MARK NOT FOUND   NGS
 GE0980
 GE0980                          STATION DESCRIPTION
 GE0980
 GE0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0980'THE STATION IS LOCATED ON THE SOUTHEAST RIGHT-OF-WAY OF U.S.
 GE0980'HIGHWAY 62 AND AT THE WEST EDGE OF CAMPBELL.  IT IS 0.2 MILE
 GE0980'SOUTHWEST OF THE POST OFFICE, 150 FEET WEST OF THE SOUTHWEST END
 GE0980'OF RAILROAD TRESTLE NO. 65.46, 80 FEET SOUTHEAST OF THE CENTER
 GE0980'OF THE HIGHWAY, 13.5 FEET SOUTHEAST OF A SMALL GUM TREE AND
 GE0980'ACROSS THE ROAD SOUTHEAST FROM THE AMERICAN LEGION POST NO. 109.
 GE0980'IT IS SET FLUSH WITH THE GROUND AND STAMPED CAMPBELL
 GE0980'1954.
 GE0980'
 GE0980'REFERENCE MARK NO. 1 IS 39 FEET SOUTHEAST OF THE CENTER OF
 GE0980'THE HIGHWAY AND 1.5 FEET BELOW THE LEVEL OF THE STATION.  IT
 GE0980'IS SET FLUSH WITH THE GROUND AND STAMPED CAMPBELL NO 1 1954.
 GE0980'
 GE0980'REFERENCE MARK NO. 2 IS 39 FEET SOUTHEAST OF THE CENTER OF
 GE0980'THE HIGHWAY AND 16 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY.
 GE0980'IT IS SET FLUSH WITH THE GROUND AND STAMPED CAMPBELL NO 2 1954.
 GE0980'
 GE0980'THE DISTANCE BETWEEN REFERENCE MARKS IS 153.25 FEET.
 GE0980'
 GE0980'THE U.S. GEOLOGICAL SURVEY BENCH MARK IS A STANDARD BRONZE
 GE0980'DISK SET ON TOP OF A 3 INCH CAST IRON PIPE WHICH PROJECTS
 GE0980'4 INCHES AND IS NEAR THE CENTER OF A SIDEWALK.  IT IS 48 FEET
 GE0980'NORTHEAST OF LARGE BLACK GUM TREE, 28 FEET EAST OF THE SOUTH
 GE0980'CORNER OF A HOTEL AND 21 FEET NORTH OF THE CENTER OF AN
 GE0980'EAST-WEST STREET.  TO REACH THE MARK FROM THE STATION, GO
 GE0980'NORTHEAST ON THE HIGHWAY FOR 0.05 MILE TO A SIDE STREET RIGHT,
 GE0980'TURN AND GO SOUTHEASTERLY FOR ABOUT 0.05 MILE TO THE SOUTH
 GE0980'CORNER OF THE HOTEL AND THE MARK AS DESCRIBED.  THERE IS NO
 GE0980'STAMPING ON THE MARK.
 GE0980'
 GE0980'THE AZIMUTH MARK IS 0.5 MILE SOUTHWEST OF THE STATION, AT AN
 GE0980'EAST ANGLE FROM THE HIGHWAY AND A SIDE ROAD LEFT.  IT IS 40 FEET
 GE0980'NORTHEAST OF THE CENTER OF COUNTY ROUTE B, 30 FEET SOUTHEAST
 GE0980'OF THE HIGHWAY, 7 FEET NORTHEAST OF TELEPHONE POLE NO. 30 AND
 GE0980'2 FEET NORTHEAST OF A WITNESS POST.  IT PROJECTS 4 INCHES
 GE0980'AND IS STAMPED CAMPBELL 1954.
 GE0980'
 GE0980'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE0980
 GE0980                          STATION RECOVERY (1970)
 GE0980
 GE0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0980'THE STATION AND ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 GE0980'IN CHECKING THE HORIZONTAL MEASURED DISTANCES BETWEEN THE
 GE0980'STATION MARK AND THE REFERENCE MARKS THE 1953 MEASUREMENTS
 GE0980'WERE VERIFIED.  HOWEVER, A DISCREPANCY OF - 0.02 OF A FOOT WAS
 GE0980'NOTED IN THE HORIZONTAL MEASURED DISTANCE BETWEEN THE REFERENCE
 GE0980'MARKS.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 GE0980'OBSERVED USING POSITIONED INTERSECTION STATION
 GE0980'ARKANSAS-MISSOURI POWER CO. RADIO MAST 1954 AS THE INITIAL.  IN
 GE0980'CHECKING THE HORIZONTAL ANGLES BETWEEN THE AZIMUTH MARK,
 GE0980'REFERENCE MARK NO.  1, REFERENCE MARK NO. 2, AND B.M. (USGS)
 GE0980'1953 THE VALUES ATTAINED THIS DATE CHECKED THE 1953
 GE0980'OBSERVATIONS WITHIN THE REQUIRED LIMITS.  THE ANGLE
 GE0980'BETWEEN THE AZIMUTH MARK AND CAMPBELL, MUNICIPAL WATER
 GE0980'TANK 1954 SHOWED A DISCREPANCY OF PLUS 09.3 IN.
 GE0980'
 GE0980'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GE0980'
 GE0980'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 GE0980'OF U.S. HIGHWAY 62 AND COUNTY ROUTE HH, ACROSS U.S. HIGHWAY 62
 GE0980'FROM THE CITY PARK AND THE AMERICAN LEGION POST 109, AND ABOUT
 GE0980'0.15 OF A MILE SOUTHWEST OF THE NEW POST OFFICE IN CAMPBELL.
 GE0980'
 GE0980'THE STATION IS 142 FEET NORTH-NORTHEAST OF A 10-INCH WHITE OAK
 GE0980'TREE, 141 FEET WEST-NORTHWEST OF THE NORTHWEST END OF A CONCRETE
 GE0980'RAILROAD BRIDGE, 130.6 FEET NORTH-NORTHWEST OF THE NORTHWEST
 GE0980'RAIL OF THE COTTON BELT RAILROAD TRACKS, 81 FEET WEST OF A
 GE0980'24-INCH ELM TREE, 80 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GE0980'OF U.S. HIGHWAY 62, 14 FEET SOUTHEAST OF A 24-INCH SWEETGUM
 GE0980'TREE, AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 GE0980'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GE0980'CONCRETE MONUMENT AND THE DISK IS STAMPED CAMPBELL 1954.
 GE0980'
 GE0980'REFERENCE MARK NO. 1 IS 119 FEET SOUTH-SOUTHWEST OF A GUYED
 GE0980'POWERLINE POLE, 105 FEET NORTHWEST OF THE 24-INCH ELM TREE, 71
 GE0980'FEET NORTH OF THE 24-INCH SWEETGUM TREE, 56 FEET SOUTH OF THE
 GE0980'SOUTHEAST END OF A CONCRETE CULVERT HEADWALL UNDER U.S. HIGHWAY
 GE0980'62, 39 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GE0980'62, AND 1.5 FEET SOUTHEAST OF THE EDGE OF THE ROAD DITCH.  IT
 GE0980'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GE0980'CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SWARD AND THE DISK IS
 GE0980'STAMPED CAMPBELL NO 1 1954.
 GE0980'
 GE0980'REFERENCE MARK NO. 2 IS 92 FEET SOUTHWEST OF THE 24-INCH
 GE0980'SWEETGUM TREE, 61 FEET NORTH OF THE 10-INCH WHITE OAK TREE, 39
 GE0980'FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 62, 17
 GE0980'FEET NORTHEAST OF THE APPROXIMATE CENTER OF AN APPROACH INTO
 GE0980'SMALL OPEN PLOT, AND 1.5 FEET SOUTHEAST OF THE EDGE OF THE ROAD
 GE0980'DITCH.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 GE0980'SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SWARD AND THE
 GE0980'DISK IS STAMPED CAMPBELL NO 2 1954.
 GE0980'
 GE0980'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1
 GE0980'AND REFERENCE MARK NO. 2 IS 153.23 FEET - (46.705) METERS.
 GE0980'
 GE0980'THE AZIMUTH MARK IS IN A NARROW, GRASSY STRIP OF LAND BETWEEN
 GE0980'U.S. HIGHWAY 62 AND THE RAILROAD, IN THE EAST ANGLE OF THE T
 GE0980'INTERSECTION OF U.S. HIGHWAY 62 AND COUNTY ROUTE B, 46 FEET
 GE0980'NORTHWEST OF THE NORTHWEST RAIL OF THE COTTON BELT RAILROAD
 GE0980'TRACKS, 37 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.
 GE0980'HIGHWAY 62, 31 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY
 GE0980'ROUTE B, 23.5 FEET NORTHWEST OF A TELEGRAPH POLE, 7 FEET
 GE0980'EAST-NORTHEAST OF TELEPHONE POLE NO. 30, 1.0 FOOT NORTHWEST
 GE0980'OF A METAL WITNESS POST AND SIGN, AND 0.8 OF A FOOT EAST OF A
 GE0980'METAL POST AND SIGN FAP 569.  IT IS A STANDARD DISK SET IN
 GE0980'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5
 GE0980'INCHES AND THE DISK IS STAMPED CAMPBELL 1954.
 GE0980'
 GE0980'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON
 GE0980'U.S. HIGHWAY 62 FOR 0.55 OF A MILE TO THE T JUNCTION OF COUNTY
 GE0980'ROUTE B ON THE LEFT, AND THE AZIMUTH MARK ON THE LEFT IN THE
 GE0980'EAST ANGLE AS DESCRIBED.
 GE0980'
 GE0980'B.M. (USGS) 1953 IS NORTHEAST FROM THE STATION, 160 FEET
 GE0980'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION
 GE0980'OF MORGAN STREET AND W. FRONT STREET, 37 FEET NORTHEAST OF THE
 GE0980'APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 28 FEET EAST OF THE
 GE0980'SOUTHWEST CORNER OF A BRICK BUILDING OF THE CAMPBELL REST HOME,
 GE0980'21 FEET NORTHWEST OF THE APPROXIMATE CENTER OF W. FRONT STREET,
 GE0980'21 FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE REST HOME, AND
 GE0980'NEAR THE CENTER OF A CONCRETE SIDEWALK.  IT IS A U.S.
 GE0980'GEOLOGICAL SURVEY BRASS CAP RIVETED TO THE TOP OF A 4-INCH IRON
 GE0980'PIPE THAT PROJECTS ABOUT 5 INCHES ABOVE THE SIDEWALK LEVEL
 GE0980'AND THE CAP HAS NO STAMPING.  A TRAVERSE TIE WAS MADE TO
 GE0980'THIS MARK FROM CAMPBELL 1953 IN THAT YEAR, THE DISTANCE
 GE0980'BEING 492.42 FEET - 150.090 METERS.  NO EFFORT WAS MADE
 GE0980'DURING THIS OCCUPATION TO CHECK THESE MEASUREMENTS, AND THE
 GE0980'DISTANCES GIVEN IN THE BOX OF THIS DESCRIPTION ARE 1953
 GE0980'VALUES.
 GE0980'
 GE0980'AIRLINE DISTANCE FROM NEAREST TOWN- AT CAMPBELL.
 GE0980
 GE0980                          STATION RECOVERY (2001)
 GE0980
 GE0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLB)
 GE0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1336 ***********************************************************************
 KE1336  DESIGNATION -  CAMPBELL
 KE1336  PID         -  KE1336
 KE1336  STATE/COUNTY-  MO/JACKSON
 KE1336  USGS QUAD   -  OAK GROVE (1990)
 KE1336
 KE1336                         *CURRENT SURVEY CONTROL
 KE1336  ___________________________________________________________________
 KE1336* NAD 83(1997)-  39 05 10.22987(N)    094 10 29.98380(W)     ADJUSTED  
 KE1336* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 KE1336  ___________________________________________________________________
 KE1336  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 KE1336  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KE1336
 KE1336  HORZ ORDER  -  FIRST
 KE1336
 KE1336.The horizontal coordinates were established by classical geodetic methods
 KE1336.and adjusted by the National Geodetic Survey in February 2000..
 KE1336
 KE1336.The orthometric height was scaled from a topographic map.
 KE1336
 KE1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1336
 KE1336.The geoid height was determined by GEOID03.
 KE1336
 KE1336;                    North         East     Units Scale Factor Converg.
 KE1336;SPC MO W     -   324,065.936   878,118.165   MT  0.99995091   +0 12 17.7
 KE1336;UTM  15      - 4,326,996.614   398,377.135   MT  0.99972716   -0 44 27.2
 KE1336
 KE1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1336!SPC MO W     -   0.99995788  x   0.99995091  =   0.99990879
 KE1336!UTM  15      -   0.99995788  x   0.99972716  =   0.99968505
 KE1336
 KE1336:                Primary Azimuth Mark                     Grid Az
 KE1336:SPC MO W     -  WELLINGTON MUNICIPAL TANK                072 11 12.4
 KE1336:UTM  15      -  WELLINGTON MUNICIPAL TANK                073 07 57.3
 KE1336
 KE1336|---------------------------------------------------------------------|
 KE1336| PID    Reference Object                     Distance      Geod. Az  |
 KE1336|                                                           dddmmss.s |
 KE1336| KD1265 WELLINGTON MUNICIPAL TANK           APPROX.17.1 KM 0722330.1 |
 KE1336| CL7018 CAMPBELL RM 1                        32.120 METERS 13428     |
 KE1336| KE1344 CAMPBELL RM 3                        11.846 METERS 18142     |
 KE1336| JE1877 LEES SUMMIT MUNICIPAL TANK          APPROX.26.4 KM 2211515.1 |
 KE1336| KE1342 CAMPBELL AZ MK                      APPROX. 1.2 KM 2292201.7 |
 KE1336| KE1362 BLUE SPRINGS NEW MUN TANK           APPROX.11.8 KM 2292822.8 |
 KE1336| KE1343 CAMPBELL AZ MK 2                    APPROX. 1.2 KM 2300036.7 |
 KE1336| KE1360 LAKE CITY ARSENAL RESIDENT TK       APPROX. 8.9 KM 2681516.4 |
 KE1336| CL7019 CAMPBELL RM 2                        18.738 METERS 27938     |
 KE1336|---------------------------------------------------------------------|
 KE1336
 KE1336                          SUPERSEDED SURVEY CONTROL
 KE1336
 KE1336  NAD 83(1997)-  39 05 10.23003(N)    094 10 29.98430(W) AD(       ) 1
 KE1336  NAD 83(1986)-  39 05 10.23653(N)    094 10 29.98008(W) AD(       ) 1
 KE1336  NAD 27      -  39 05 10.21417(N)    094 10 29.17619(W) AD(       ) 1
 KE1336
 KE1336.Superseded values are not recommended for survey control.
 KE1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1336.See file dsdata.txt to determine how the superseded data were derived.
 KE1336
 KE1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9837726997(NAD 83)
 KE1336_MARKER: DS = TRIANGULATION STATION DISK
 KE1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1336_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KE1336
 KE1336  HISTORY     - Date     Condition        Report By
 KE1336  HISTORY     - 1949     MONUMENTED       CGS
 KE1336  HISTORY     - 1963     GOOD             CGS
 KE1336  HISTORY     - 1980     GOOD             NGS
 KE1336  HISTORY     - 1981     GOOD             LOCSUR
 KE1336
 KE1336                          STATION DESCRIPTION
 KE1336
 KE1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1336'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH-NORTHEAST OF GRAIN
 KE1336'VALLEY AND 4.0 MILES SOUTH OF BUCKNER ON LAND OWNED AND OCCUPIED
 KE1336'BY MR. J.B. CAMPBELL.  IT IS IN THE NORTHEAST CORNER OF A
 KE1336'PASTURE, 78 FEET WEST OF A FENCE CORNER, 10 FEET SOUTH OF
 KE1336'FENCE LINE AND 9 FEET SOUTH OF WITNESS POST.  IT IS STAMPED
 KE1336'CAMPBELL 1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KE1336'
 KE1336'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 75 FEET SOUTH
 KE1336'OF FENCE CORNER AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT
 KE1336'IS STAMPED CAMPBELL NO 1 1949 AND SET FLUSH WITH THE SURFACE OF
 KE1336'THE GROUND.
 KE1336'
 KE1336'REFERENCE MARK NO. 2 IS WEST OF THE STATION IN NORTH EDGE OF
 KE1336'PASTURE NEAR NORTHEAST CORNER AND 1 FOOT SOUTH OF EAST-WEST FENCE
 KE1336'LINE.  IT IS STAMPED CAMPBELL NO 2 1949 AND PROJECTS 1 INCH.
 KE1336'
 KE1336'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 21 FEET NORTH OF
 KE1336'THE CENTER OF THE ROAD, 20 FEET EAST OF A SMALL MAPLE TREE AND 1
 KE1336'FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED CAMPBELL 1949
 KE1336'AND PROJECTS 3 INCHES.
 KE1336'
 KE1336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 KE1336'COUNTY ROUTE 20 E IN THE SOUTH EDGE OF GRAIN VALLEY, GO NORTH
 KE1336'ON COUNTY ROUTE 20 E AND 2 N FOR 4.4 MILES TO WHERE 2 N TURNS
 KE1336'LEFT AT SERVICE STATION ON THE RIGHT, CONTINUE NORTH ON
 KE1336'COUNTY ROUTE 20 E FOR 0.3 MILE TO A SURFACED T-ROAD RIGHT, TURN
 KE1336'RIGHT AND GO NORTH AND EAST FOR 1.05 MILES TO T-INTERSECTION,
 KE1336'(THE AZIMUTH MARK IS JUST SOUTH OF THE T-INTERSECTION NEAR A
 KE1336'SMALL MAPLE TREE AS DESCRIBED), TURN LEFT AT T-INTERSECTION
 KE1336'AND GO EAST AND NORTH FOR 0.65 MILE TO FORKS, TAKE RIGHT FORK
 KE1336'AND GO EAST FOR 0.2 MILE TO DRIVEWAY ON THE LEFT, TURN LEFT
 KE1336'INTO DRIVEWAY AND GO TO GATE NORTHEAST OF HOUSE, GO THROUGH
 KE1336'GATE AND CONTINUE NORTH ACROSS FEED LOT TO GATE NORTHEAST OF
 KE1336'BARN, GO THROUGH GATE AND TURN LEFT AND GO WEST ALONG NORTH
 KE1336'SIDE OF YARD FOR 0.1 MILE TO A GATE IN THE SOUTHWEST CORNER OF
 KE1336'A SMALL PASTURE, GO THROUGH GATE AND TURN RIGHT AND GO
 KE1336'NORTH-NORTHWEST TO NORTHEAST CORNER OF PASTURE AND
 KE1336'STATION AS DESCRIBED.
 KE1336'
 KE1336'AN 87 FOOT SIGNAL AT STATION CRAB IS VISIBLE AT 37 FEET.
 KE1336'
 KE1336'AN 87 FOOT SIGNAL AT STATION RICHMOND IS VISIBLE AT 20 FEET.
 KE1336'
 KE1336'A 4 FOOT SIGNAL AT STATION NAPOLEON IS VISIBLE AT 20 FEET.
 KE1336'
 KE1336'AN 87 FOOT SIGNAL AT STATION WELLINGTON IS VISIBLE AT 37 FEET.
 KE1336'
 KE1336'AN 87 FOOT SIGNAL AT STATION GREENTON IS VISIBLE AT 20 FEET.
 KE1336'
 KE1336'AN 87 FOOT SIGNAL AT STATION CHAPEL HILL 1883 1949 IS VISIBLE AT
 KE1336'20 FEET.
 KE1336'
 KE1336'A 4 FOOT SIGNAL AT STATION OAK GROVE IS VISIBLE AT 20 FEET.
 KE1336'
 KE1336'A 64 FOOT SIGNAL AT STATION BLUE IS VISIBLE AT 20 FEET.
 KE1336'
 KE1336'A 74 FOOT SIGNAL AT STATION BOWLER 1884 IS VISIBLE AT 37 FEET.
 KE1336'
 KE1336'A 100 FOOT SIGNAL AT STATION INDEPENDENCE 1934 IS VISIBLE AT
 KE1336'37 FEET.
 KE1336'
 KE1336'AN 87 FOOT SIGNAL AT STATION LIBERTY 1934 IS VISIBLE AT 37 FEET.
 KE1336'
 KE1336'A 74 FOOT SIGNAL AT STATION MINTER IS VISIBLE AT 37 FEET.
 KE1336'
 KE1336'A 74 FOOT SIGNAL AT STATION DEWEY IS VISIBLE AT 20 FEET.
 KE1336'
 KE1336'A 4 FOOT SIGNAL AT STATION ORRICK (MO. RC) IS VISIBLE AT 37 FEET.
 KE1336'
 KE1336'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KE1336
 KE1336                          STATION RECOVERY (1963)
 KE1336
 KE1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KE1336'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1336'IN GOOD CONDITION.  AN IMPROVED DESCRIPTION FOR THE AZIMUTH MARK
 KE1336'AND A NEW TO REACH FOLLOW-
 KE1336'
 KE1336'AZIMUTH MARK IS 0.75 MILE SOUTHWEST OF THE STATION, 0.2 MILE
 KE1336'WEST OF A T-ROAD INTERSECTION, 100 YARDS EAST OF WHITE FRAME FARM
 KE1336'BUILDINGS, 27 FEET WEST OF A POWER POLE, 20 FEET NORTH OF THE
 KE1336'CENTER OF ROAD, 1 FOOT SOUTH OF A FENCE, AND 1 FOOT EAST OF A
 KE1336'NEW STEEL WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 KE1336'IS STAMPED CAMPBELL 1949.
 KE1336'
 KE1336'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70
 KE1336'(OLD U.S. HIGHWAY 40) AND STATE ROAD BB AT THE NORTH EDGE OF
 KE1336'GRAIN VALLEY, GO NORTH ON STATE ROAD BB FOR 4.0 MILES TO WHERE
 KE1336'COUNTY ROAD FF TURNS LEFT AND GOES WEST AT A SERVICE STATION.
 KE1336'CONTINUE NORTH ON COUNTY ROAD BB FOR 0.3 MILE TO A SURFACED
 KE1336'T-ROAD RIGHT.  TURN RIGHT AND FOLLOW THIS SURFACED ROAD EAST
 KE1336'FOR 0.85 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KE1336'CONTINUE EAST FOR 0.2 MILE TO T-INTERSECTION.  TURN LEFT AND
 KE1336'FOLLOW GRADED ROAD NORTH, EAST, AND NORTH FOR 0.65 MILE TO
 KE1336'ROAD FORKS.  TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.2
 KE1336'MILE TO DRIVEWAY ON THE LEFT.  TURN LEFT INTO DRIVEWAY AND
 KE1336'GO TO GATE NORTHEAST OF THE HOUSE OF GEORGE L. GARDNER.
 KE1336'PASS THRU GATE AND GO WEST FOR 0.1 MILE TO SOUTHEAST CORNER
 KE1336'OF SMALL PASTURE.  GO THRU GATE, TURN RIGHT, AND GO
 KE1336'NORTH-NORTHWEST FOR 0.05 MILE TO NORTH SIDE OF PASTURE AND
 KE1336'THE STATION AS DESCRIBED.
 KE1336
 KE1336                          STATION RECOVERY (1980)
 KE1336
 KE1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KE1336'SURFACE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 KE1336'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS RECOVERED IN FAIR
 KE1336'CONDITION, WITH THE CORNERS OF THE MARK BROKEN AWAY.  REFERENCE MARK 1
 KE1336'IS NOW OBSTRUCTED BY A GRAIN BIN AND THE AZIMUTHMARK IS OBSTRUCTED BY
 KE1336'TREES.  REFERENCE MARK 3 AND AN AZIMUTH MARK 2 WERE ESTABLISHED.  THE
 KE1336'DISTANCE TO REFERENCE MARK 2 WAS 0.002 METER SHORTER THAN 1949 DATA
 KE1336'AND THE DIRECTION WAS 1 MINUTE, 09 SECONDS SMALLER.  A NEW DESCRIPTION
 KE1336'FOLLOWS.
 KE1336'
 KE1336'THE STATION IS ABOUT 7-1/2 MILES NORTHEAST OF BLUE SPRINGS, 5 MILES
 KE1336'NORTH OF GRAIN VALLEY, 4 MILES SOUTH OF BUCKNER AND IN A MEADOW OWNED
 KE1336'BY KENNETH E. CAMPBELL, ROUTE 2, BUCKNER, MISSOURI 64016.  TELEPHONE
 KE1336'816-249 3286.
 KE1336'
 KE1336'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD BB AND
 KE1336'INTERSTATE HIGHWAY 70 AT GRAIN VALLEY, GO NORTH ON ROAD BB FOR 4.0
 KE1336'MILES TO A SIDE ROAD RIGHT, MURPHY SCHOOL ROAD.  TURN RIGHT AND GO
 KE1336'EAST ON MURPHY SCHOOL ROAD FOR 0.85 MILES TO THE AZIMUTH MARKS ON THE
 KE1336'LEFT.  CONTINUE EAST FOR 0.2 MILE TO A T-ROAD, LITTLE ROAD.  TURN LEFT
 KE1336'AND GO NORTH, EAST AND NORTH ON LITTLE ROAD FOR 0.65 MILE TO A SIDE
 KE1336'ROAD RIGHT.  TURN RIGHT AND GO EAST ON LITTLE ROAD FOR 0.1 MILE TO
 KE1336'THE CAMPBELL HOUSE AND A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH
 KE1336'ON THE DRIVEWAY FOR 0.05 MILE TO A GATE AT THE SOUTHWEST CORNER OF A
 KE1336'METAL BARN.  PASS THROUGH THE GATE AND CONTINUE NORTH, THROUGH A
 KE1336'PASTURE, FOR 0.05 MILE TO THE NORTH SIDE OF FOUR METAL GRAIN BINS
 KE1336'AND THE STATION ON THE LEFT, AT A T-FENCE CORNER.
 KE1336'
 KE1336'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---CAMPBELL 1949---
 KE1336'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 78.0
 KE1336'FEET WEST OF A FENCE CORNER, 68.7 FEET NORTH-NORTHWEST OF THE DOOR OF
 KE1336'THE NORTHERN MOST AND LARGEST GRAIN BIN, 38.8 FEET NORTH OF A
 KE1336'POWERLINE POLE, 8.5 FEET SOUTH OF A T-FENCE CORNER AND 1.5 FEET EAST
 KE1336'OF THE NORTH/SOUTH FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KE1336'
 KE1336'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---CAMPBELL NO 1 1949---
 KE1336'SET IN THE TOP OF A SQUARE CONCRETE POST, THE CORNERS BROKEN OFF, THAT
 KE1336'PROJECTS 2 INCHES.  IT IS 75.0 FEET SOUTH OF A FENCE CORNER, 21.5 FEET
 KE1336'EAST-SOUTHEAST OF THE LARGEST GRAIN BIN AND 16.5 FEET NORTH-NORTHEAST
 KE1336'OF THE EASTERN MOST GRAIN BIN.
 KE1336'
 KE1336'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---CAMPBELL NO 2 1949---
 KE1336'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE
 KE1336'GROUND SURFACE.  IT IS 78.5 FEET NORTHWEST OF THE POWERLINE POLE, 62.5
 KE1336'FEET WEST OF THE T-FENCE CORNER, 1 FOOT NORTH OF THE EAST/WEST FENCE
 KE1336'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 KE1336'
 KE1336'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---CAMPBELL 1949 NO 3
 KE1336'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 KE1336'INCHES.  IT IS 47.5 FEET SOUTH OF THE T-FENCE CORNER, 45.0 FEET
 KE1336'WEST-NORTHWEST OF THE DOOR OF THE LARGEST GRAIN BIN, 1 FOOT WEST OF
 KE1336'THE POWERLINE POLE AND A NORTH/SOUTH FENCE.  IT IS ABOUT THE SAME
 KE1336'ELEVATION AS THE STATION.
 KE1336'
 KE1336'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---CAMPBELL 1949--- SET
 KE1336'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 KE1336'67.65 FEET OR 20.621 METERS EAST OF CAMPBELL AZ MK 2, 27.5 FEET WEST
 KE1336'OF A POWERLINE POLE, 21.0 FEET NORTH OF THE CENTERLINE OF MURPHY
 KE1336'SCHOOL ROAD, 1.2 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF AN
 KE1336'EAST/WEST FENCE.
 KE1336'
 KE1336'THE AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED---CAMPBELL 1949 NO 2
 KE1336'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 KE1336'INCHES.  IT IS 95.0 FEET WEST-SOUTHWEST OF THE POWERLINE POLE, 67.65
 KE1336'FEET OR 20.621 METERS WEST OF CAMPBELL AZ MK, 20.0 FEET NORTH OF THE
 KE1336'CENTERLINE OF MURPHY SCHOOL ROAD, 1.5 FEET EAST OF A WITNESS POST AND
 KE1336'1 FOOT SOUTH OF THE FENCE.
 KE1336'
 KE1336'REBAR WAS PLACED IN REFERENCE MARK 3 AND THE AZIMUTH MARK 2 AND REBAR
 KE1336'WAS DRIVEN ALONG SIDE OF THE STATION MARK, REFERENCE MARK 2 AND THE
 KE1336'AZIMUTH MARK.
 KE1336
 KE1336                          STATION RECOVERY (1981)
 KE1336
 KE1336'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (JSA)
 KE1336'CAMPBELL 1949 RECOVERED GOOD.
 KE1336'
 KE1336'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES NORTH NORTHEAST
 KE1336'OF GRAIN VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CI4045 ***********************************************************************
 CI4045  HT_MOD      -  This is a Height Modernization Survey Station.
 CI4045  DESIGNATION -  CAMPBELL AZ MK
 CI4045  PID         -  CI4045
 CI4045  STATE/COUNTY-  MO/DUNKLIN
 CI4045  USGS QUAD   -  CAMPBELL (1984)
 CI4045
 CI4045                         *CURRENT SURVEY CONTROL
 CI4045  ___________________________________________________________________
 CI4045* NAD 83(1997)-  36 29 11.62841(N)    090 05 05.26335(W)     ADJUSTED  
 CI4045* NAVD 88     -        94.44   (meters)     309.8    (feet)  GPS OBS   
 CI4045  ___________________________________________________________________
 CI4045  X           -      -7,598.299 (meters)                     COMP
 CI4045  Y           -  -5,134,125.876 (meters)                     COMP
 CI4045  Z           -   3,771,774.919 (meters)                     COMP
 CI4045  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 CI4045  ELLIP HEIGHT-          65.67  (meters)          (04/05/04) GPS OBS
 CI4045  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CI4045
 CI4045  HORZ ORDER  -  B
 CI4045  ELLP ORDER  -  THIRD     CLASS I
 CI4045
 CI4045.The horizontal coordinates were established by GPS observations
 CI4045.and adjusted by the National Geodetic Survey in April 2004..
 CI4045
 CI4045.The orthometric height was determined by GPS observations and a
 CI4045.high-resolution geoid model using precise GPS observation and
 CI4045.processing techniques.
 CI4045
 CI4045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI4045
 CI4045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI4045
 CI4045.The ellipsoidal height was determined by GPS observations
 CI4045.and is referenced to NAD 83.
 CI4045
 CI4045.The geoid height was determined by GEOID03.
 CI4045
 CI4045;                    North         East     Units Scale Factor Converg.
 CI4045;SPC MO E     -    72,559.026   287,202.681   MT  0.99995038   +0 14 48.8
 CI4045;UTM  15      - 4,041,870.165   761,150.299   MT  1.00044034   +1 44 04.1
 CI4045
 CI4045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI4045!SPC MO E     -   0.99998969  x   0.99995038  =   0.99994007
 CI4045!UTM  15      -   0.99998969  x   1.00044034  =   1.00043003
 CI4045
 CI4045                          SUPERSEDED SURVEY CONTROL
 CI4045
 CI4045.No superseded survey control is available for this station.
 CI4045
 CI4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6115041870(NAD 83)
 CI4045_MARKER: DS = TRIANGULATION STATION DISK
 CI4045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI4045_STAMPING: CAMPBELL 1954
 CI4045_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI4045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI4045+STABILITY: SURFACE MOTION
 CI4045
 CI4045  HISTORY     - Date     Condition        Report By
 CI4045  HISTORY     - 1953     MONUMENTED       CGS
 CI4045  HISTORY     - 20020605 GOOD             USACE
 CI4045
 CI4045                          STATION DESCRIPTION
 CI4045
 CI4045'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002
 CI4045'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1343 ***********************************************************************
 KE1343  DESIGNATION -  CAMPBELL AZ MK 2
 KE1343  PID         -  KE1343
 KE1343  STATE/COUNTY-  MO/JACKSON
 KE1343  USGS QUAD   -  OAK GROVE (1990)
 KE1343
 KE1343                         *CURRENT SURVEY CONTROL
 KE1343  ___________________________________________________________________
 KE1343* NAD 83(1997)-  39 04 45.02118(N)    094 11 08.53939(W)     ADJUSTED  
 KE1343* NAVD 88     -       292.     (meters)     958.     (feet)  SCALED    
 KE1343  ___________________________________________________________________
 KE1343  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 KE1343  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KE1343
 KE1343  HORZ ORDER  -  THIRD
 KE1343
 KE1343.The horizontal coordinates were established by classical geodetic methods
 KE1343.and adjusted by the National Geodetic Survey in February 2000..
 KE1343.No horizontal observational check was made to the station.
 KE1343
 KE1343.The orthometric height was scaled from a topographic map.
 KE1343
 KE1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1343
 KE1343.The geoid height was determined by GEOID03.
 KE1343
 KE1343;                    North         East     Units Scale Factor Converg.
 KE1343;SPC MO W     -   323,285.333   877,194.273   MT  0.99995028   +0 11 53.3
 KE1343;UTM  15      - 4,326,231.536   397,440.693   MT  0.99972951   -0 44 51.1
 KE1343
 KE1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1343!SPC MO W     -   0.99995929  x   0.99995028  =   0.99990957
 KE1343!UTM  15      -   0.99995929  x   0.99972951  =   0.99968881
 KE1343
 KE1343:                Primary Azimuth Mark                     Grid Az
 KE1343:SPC MO W     -  CAMPBELL                                 049 48 19.1
 KE1343:UTM  15      -  CAMPBELL                                 050 45 03.5
 KE1343
 KE1343|---------------------------------------------------------------------|
 KE1343| PID    Reference Object                     Distance      Geod. Az  |
 KE1343|                                                           dddmmss.s |
 KE1343| KE1336 CAMPBELL                            APPROX. 1.2 KM 0500012.4 |
 KE1343| KE1344 CAMPBELL RM 3                       APPROX. 1.2 KM 0502530.9 |
 KE1343| KE1342 CAMPBELL AZ MK                       20.622 METERS 09032     |
 KE1343|---------------------------------------------------------------------|
 KE1343
 KE1343                          SUPERSEDED SURVEY CONTROL
 KE1343
 KE1343  NAD 83(1997)-  39 04 45.02133(N)    094 11 08.53988(W) AD(       ) 3
 KE1343  NAD 83(1986)-  39 04 45.02785(N)    094 11 08.53566(W) AD(       ) 3
 KE1343  NAD 27      -  39 04 45.00548(N)    094 11 07.73100(W) AD(       ) 3
 KE1343
 KE1343.Superseded values are not recommended for survey control.
 KE1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1343.See file dsdata.txt to determine how the superseded data were derived.
 KE1343
 KE1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9744126232(NAD 83)
 KE1343_MARKER: DZ = AZIMUTH MARK DISK
 KE1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE1343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KE1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1343+STABILITY: SURFACE MOTION
 KE1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1343+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2006
 KE1343
 KE1343  HISTORY     - Date     Condition        Report By
 KE1343  HISTORY     - 1980     MONUMENTED       NGS
 KE1343  HISTORY     - 20060416 GOOD             GEOCAC
 KE1343
 KE1343                          STATION DESCRIPTION
 KE1343
 KE1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KE1343'THE STATION IS ABOUT 7 MILES NORTHEAST OF BLUE SPRINGS, 4-3/4 MILES
 KE1343'NORTH OF GRAIN VALLEY, 4-1/2 MILES SOUTH OF BUCKNER AND ON THE NORTH
 KE1343'RIGHT-OF-WAY OF MURPHY SCHOOL ROAD.
 KE1343'
 KE1343'TO REACH THE STATION FROM STATE ROAD BB AND INTERSTATE HIGHWAY 70, AT
 KE1343'GRAIN VALLEY, GO NORTH ON ROAD BB FOR 4 MILES TO MURPHY SCHOOL ROAD ON
 KE1343'THE RIGHT.  TURN RIGHT AND GO EAST ON MURPHY SCHOOL ROAD FOR 0.85 MILE
 KE1343'TO THE STATION ON THE LEFT.
 KE1343'
 KE1343'THE MARK IS A STANDARD DISK, STAMPED---CAMPBELL 1949 NO 2 1980---
 KE1343'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 KE1343'95.0 WEST-SOUTHWEST OF A POWERLINE POLE, 67.65 FEET WEST OF CAMPBELL
 KE1343'AZ MK, 20.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET EAST OF
 KE1343'A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  REBAR WAS SET IN THE
 KE1343'MARK.
 KE1343
 KE1343                          STATION RECOVERY (2006)
 KE1343
 KE1343'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0064 ***********************************************************************
 GE0064  DESIGNATION -  CAMPBELL BM
 GE0064  PID         -  GE0064
 GE0064  STATE/COUNTY-  MO/DUNKLIN
 GE0064  USGS QUAD   -  CAMPBELL (1984)
 GE0064
 GE0064                         *CURRENT SURVEY CONTROL
 GE0064  ___________________________________________________________________
 GE0064* NAD 83(1997)-  36 29 30.59530(N)    090 04 33.49677(W)     ADJUSTED  
 GE0064* NAVD 88     -        95.472  (meters)     313.23   (feet)  ADJUSTED  
 GE0064  ___________________________________________________________________
 GE0064  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 GE0064  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0064  DYNAMIC HT  -          95.395 (meters)     312.98  (feet)  COMP
 GE0064  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 GE0064
 GE0064  HORZ ORDER  -  SECOND
 GE0064  VERT ORDER  -  SECOND    CLASS 0
 GE0064
 GE0064.The horizontal coordinates were established by classical geodetic methods
 GE0064.and adjusted by the National Geodetic Survey in February 2000..
 GE0064
 GE0064.The orthometric height was determined by differential leveling
 GE0064.and adjusted by the National Geodetic Survey in June 1991..
 GE0064
 GE0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0064
 GE0064.The geoid height was determined by GEOID03.
 GE0064
 GE0064.The dynamic height is computed by dividing the NAVD 88
 GE0064.geopotential number by the normal gravity value computed on the
 GE0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0064.degrees latitude (g = 980.6199 gals.).
 GE0064
 GE0064.The modeled gravity was interpolated from observed gravity values.
 GE0064
 GE0064;                    North         East     Units Scale Factor Converg.
 GE0064;SPC MO E     -    73,147.079   287,990.755   MT  0.99995111   +0 15 07.8
 GE0064;SPC AR N     -   241,165.712   572,393.551   MT  1.00006133   +1 07 10.5
 GE0064;SPC AR N     -   791,224.51  1,877,927.84   sFT  1.00006133   +1 07 10.5
 GE0064;UTM  15      - 4,042,478.779   761,923.220   MT  1.00044532   +1 44 23.8
 GE0064;UTM  16      - 4,042,903.101   224,462.582   MT  1.00053549   -1 49 49.6
 GE0064
 GE0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0064!SPC MO E     -   0.99998953  x   0.99995111  =   0.99994064
 GE0064!SPC AR N     -   0.99998953  x   1.00006133  =   1.00005086
 GE0064!UTM  15      -   0.99998953  x   1.00044532  =   1.00043484
 GE0064!UTM  16      -   0.99998953  x   1.00053549  =   1.00052501
 GE0064
 GE0064                          SUPERSEDED SURVEY CONTROL
 GE0064
 GE0064  NAD 83(1997)-  36 29 30.59948(N)    090 04 33.49611(W) AD(       ) 2
 GE0064  NAD 83(1986)-  36 29 30.60365(N)    090 04 33.49562(W) AD(       ) 2
 GE0064  NAD 27      -  36 29 30.39310(N)    090 04 33.14750(W) AD(       ) 2
 GE0064  NGVD 29 (??/??/92)   95.468  (m)          313.21   (f) ADJ UNCH    2 0
 GE0064
 GE0064.Superseded values are not recommended for survey control.
 GE0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0064.See file dsdata.txt to determine how the superseded data were derived.
 GE0064
 GE0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6192342479(NAD 83)
 GE0064_MARKER: P = PIPE CAP
 GE0064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0064_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0064+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 GE0064
 GE0064  HISTORY     - Date     Condition        Report By
 GE0064  HISTORY     - UNK      MONUMENTED       USGS
 GE0064  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GE0064  HISTORY     - 1970     GOOD             NGS
 GE0064  HISTORY     - 20020503 GOOD             USACE
 GE0064
 GE0064                          STATION DESCRIPTION
 GE0064
 GE0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0064'THIS MARK IS 160 FEET NORTH-NORTHEAST OF THE APPROXIMATE
 GE0064'CENTER OF THE INTERSECTION OF MORGAN STREET AND W. FRONT STREET,
 GE0064'37 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY,
 GE0064'28 FEET EAST OF THE SOUTHWEST CORNER OF THE CAMPBELL REST HOME
 GE0064'BUILDING, 21 FEET NORTHWEST OF THE APPROXIMATE CENTER OF W. FRONT
 GE0064'STREET, 21 FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE REST
 GE0064'HOME, AND NEAR THE CENTER OF A CONCRETE SIDEWALK.  IT IS A U.S.
 GE0064'GEOLOGICAL SURVEY BRASS CAP RIVETED TO THE TOP OF A
 GE0064'4-INCH IRON PIPE THAT PROJECTS ABOUT 5 INCHES ABOVE THE
 GE0064'SIDEWALK LEVEL AND THE CAP HAS NO STAMPING.  A TRAVERSE
 GE0064'CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION STATION
 GE0064'CAMPBELL 1953 IN THAT YEAR, THE DISTANCE BEING 492.42 FEET
 GE0064'AND 150.090 METERS.
 GE0064'
 GE0064'NOTE- NO EFFORT WAS MADE AT THE TIME OF THIS RECOVERY TO CHECK
 GE0064'THE TRAVERSE MEASUREMENTS.
 GE0064'
 GE0064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT CAMPBELL.
 GE0064
 GE0064                          STATION RECOVERY (1970)
 GE0064
 GE0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GE0064'AT CAMPBELL.
 GE0064'THIS MARK WAS RECOVERED IN GOOD CONDITION.  AT CAMPBELL, ON THE
 GE0064'COTTON BELT RAILROAD, 160 FEET NORTH-NORTHEAST OF THE APPROXIMATE
 GE0064'CENTER OF THE INTERSECTION OF MORGAN STREET AND W. FRONT STREET,
 GE0064'70 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK OF THE RAILROAD,
 GE0064'37 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GE0064'DRIVEWAY, 28 FEET EAST OF THE SOUTHWEST CORNER OF THE CAMPBELL
 GE0064'REST HOME, 21 FEET NORTHWEST OF THE APPROXIMATE CENTER OF W. FRONT
 GE0064'STREET, 21 FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE REST
 GE0064'HOME, AND NEAR THE CENTER OF A CONCRETE SIDEWALK.  IT IS A U.S.
 GE0064'GEOLOGICAL SURVEY BRASS CAP RIVETED TO THE TOP OF A 4-INCH IRON
 GE0064'PIPE THAT PROJECTS ABOUT 5 INCHES ABOVE THE SIDEWALK LEVEL AND
 GE0064'THE CAP HAS NO STAMPING.  A TRAVERSE CONNECTION WAS MADE TO THIS
 GE0064'MARK FROM TRIANGULATION STATION CAMPBELL 1953, THE DISTANCE BEING
 GE0064'492.42 FEET AND 150.090 METERS.
 GE0064
 GE0064                          STATION RECOVERY (2002)
 GE0064
 GE0064'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GE0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5290 ***********************************************************************
 DG5290  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5290  DESIGNATION -  CAMPBELL BM X
 DG5290  PID         -  DG5290
 DG5290  STATE/COUNTY-  MO/DUNKLIN
 DG5290  USGS QUAD   -  CAMPBELL (1984)
 DG5290
 DG5290                         *CURRENT SURVEY CONTROL
 DG5290  ___________________________________________________________________
 DG5290* NAD 83(1997)-  36 29 30.72196(N)    090 04 31.20652(W)     ADJUSTED  
 DG5290* NAVD 88     -        95.99   (meters)     314.9    (feet)  GPS OBS   
 DG5290  ___________________________________________________________________
 DG5290  X           -      -6,750.133 (meters)                     COMP
 DG5290  Y           -  -5,133,778.318 (meters)                     COMP
 DG5290  Z           -   3,772,249.026 (meters)                     COMP
 DG5290  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DG5290  ELLIP HEIGHT-          67.23  (meters)          (04/05/04) GPS OBS
 DG5290  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG5290
 DG5290  HORZ ORDER  -  B
 DG5290  ELLP ORDER  -  THIRD     CLASS I
 DG5290
 DG5290.The horizontal coordinates were established by GPS observations
 DG5290.and adjusted by the National Geodetic Survey in April 2004..
 DG5290
 DG5290.The orthometric height was determined by GPS observations and a
 DG5290.high-resolution geoid model using precise GPS observation and
 DG5290.processing techniques. It supersedes the leveled height previously
 DG5290.determined for this station.
 DG5290
 DG5290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5290
 DG5290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5290
 DG5290.The ellipsoidal height was determined by GPS observations
 DG5290.and is referenced to NAD 83.
 DG5290
 DG5290.The geoid height was determined by GEOID03.
 DG5290
 DG5290;                    North         East     Units Scale Factor Converg.
 DG5290;SPC MO E     -    73,151.234   288,047.736   MT  0.99995116   +0 15 09.2
 DG5290;UTM  15      - 4,042,484.415   761,980.103   MT  1.00044569   +1 44 25.1
 DG5290;UTM  16      - 4,042,905.184   224,519.710   MT  1.00053510   -1 49 48.3
 DG5290
 DG5290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5290!SPC MO E     -   0.99998945  x   0.99995116  =   0.99994061
 DG5290!UTM  15      -   0.99998945  x   1.00044569  =   1.00043513
 DG5290!UTM  16      -   0.99998945  x   1.00053510  =   1.00052454
 DG5290
 DG5290                          SUPERSEDED SURVEY CONTROL
 DG5290
 DG5290  NAVD 88 (04/05/04)   95.85   (m)          314.5    (f) LEVELING    3  
 DG5290
 DG5290.Superseded values are not recommended for survey control.
 DG5290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5290.See file dsdata.txt to determine how the superseded data were derived.
 DG5290
 DG5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6198042484(NAD 83)
 DG5290_MARKER: F = FLANGE-ENCASED ROD
 DG5290_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5290+WITH SETTING: INFORMATION.
 DG5290_STAMPING: CAMPBELL BM X 2002
 DG5290_MARK LOGO: USACE 
 DG5290_PROJECTION: RECESSED 15 CENTIMETERS
 DG5290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5290+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2002
 DG5290_ROD/PIPE-DEPTH:  2.1 meters
 DG5290
 DG5290  HISTORY     - Date     Condition        Report By
 DG5290  HISTORY     - 20020620 MONUMENTED       EMCINC
 DG5290
 DG5290                          STATION DESCRIPTION
 DG5290
 DG5290'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5290'MARK IS IN CAMBELL, MISSOURI IN THE PROJECTED CENTERLINE OF MAGNOLIA
 DG5290'STREET.TO REACH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 62 AND
 DG5290'STATE HIGHWAY 53, PROCEED SOUTHWEST ON HIGHWAY 62, 0.7 MILES TO
 DG5290'MAGNOLIA STREET. THENCE SOUTH ON MAGNOLIA STREET 0.16 KILOMETERS (0.1
 DG5290'MILES) TO MARK ON SOUTH SIDE OF RAILROAD TRACK ON THE PROJECTED
 DG5290'CENTERLINE OF MAGNOLIA STREET.MARK IS 57.2 METER (187.7 FEET) EAST OF
 DG5290'CAMBELL BM, 24.7 METERS (81.0 FEET) SOUTHEAST OF THE INTERSECTION OF
 DG5290'MAGNOLIA AND FRONT STREET, 18.0 METERS (59.0 FEET) SOUTHEAST OF A
 DG5290'CARSONITE WITNESS POST AND 3.7 METERS (12.0 FEET) SOUTH OF SOUTH RAIL
 DG5290'OF RAILROAD TRACK.THE MARK IS A U.S. ARMY CORPS OF ENGINEERS ALUMINUM
 DG5290'CAP RECESSED 0.15 METERS (0.5 FEET) BELOW GROUND.
 DG5290' 
 DG5290'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0981 ***********************************************************************
 GE0981  DESIGNATION -  CAMPBELL MUNICIPAL TANK
 GE0981  PID         -  GE0981
 GE0981  STATE/COUNTY-  MO/DUNKLIN
 GE0981  USGS QUAD   -  CAMPBELL (1984)
 GE0981
 GE0981                         *CURRENT SURVEY CONTROL
 GE0981  ___________________________________________________________________
 GE0981* NAD 83(1997)-  36 29 24.26516(N)    090 04 25.44029(W)     ADJUSTED  
 GE0981* NAVD 88     -                                                        
 GE0981  ___________________________________________________________________
 GE0981  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 GE0981  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GE0981
 GE0981  HORZ ORDER  -  THIRD
 GE0981
 GE0981.The horizontal coordinates were established by classical geodetic methods
 GE0981.and adjusted by the National Geodetic Survey in February 2000..
 GE0981
 GE0981
 GE0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0981
 GE0981.The geoid height was determined by GEOID03.
 GE0981
 GE0981;                    North         East     Units Scale Factor Converg.
 GE0981;SPC MO E     -    72,952.852   288,192.124   MT  0.99995130   +0 15 12.6
 GE0981;SPC AR N     -   240,974.534   572,597.860   MT  1.00006085   +1 07 15.2
 GE0981;SPC AR N     -   790,597.28  1,878,598.15   sFT  1.00006085   +1 07 15.2
 GE0981;UTM  15      - 4,042,289.752   762,129.667   MT  1.00044665   +1 44 28.3
 GE0981;UTM  16      - 4,042,701.567   224,656.874   MT  1.00053417   -1 49 44.6
 GE0981
 GE0981                          SUPERSEDED SURVEY CONTROL
 GE0981
 GE0981  NAD 83(1997)-  36 29 24.26936(N)    090 04 25.43968(W) AD(       ) 4
 GE0981  NAD 83(1986)-  36 29 24.27370(N)    090 04 25.43939(W) AD(       ) 4
 GE0981  NAD 27      -  36 29 24.06400(N)    090 04 25.09500(W) AD(       ) 3
 GE0981
 GE0981.Superseded values are not recommended for survey control.
 GE0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0981.See file dsdata.txt to determine how the superseded data were derived.
 GE0981
 GE0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6213042290(NAD 83)
 GE0981_MARKER: 53 = ELEVATED TANK
 GE0981
 GE0981  HISTORY     - Date     Condition        Report By
 GE0981  HISTORY     - 1954     FIRST OBSERVED   CGS
 GE0981
 GE0981                          STATION DESCRIPTION
 GE0981
 GE0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0981'THE STATION IS LOCATED IN THE SOUTHWESTERN SECTION OF CAMPBELL,
 GE0981'A 4-LEGGED STEEL STRUCTURE, PAINTED ALUMINUM, AND HAS A SLOPING
 GE0981'ROOF THAT COMES TO A POINT AT THE APEX.  IT HAS AN OVERALL
 GE0981'HEIGHT OF APPROXIMATELY 130 FEET.
 GE0981'
 GE0981'THE APEX OF THE ROOF WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1430 ***********************************************************************
 JC1430  DESIGNATION -  CAMPBELLTON
 JC1430  PID         -  JC1430
 JC1430  STATE/COUNTY-  MO/FRANKLIN
 JC1430  USGS QUAD   -  NEW HAVEN (1973)
 JC1430
 JC1430                         *CURRENT SURVEY CONTROL
 JC1430  ___________________________________________________________________
 JC1430* NAD 83(1997)-  38 32 24.24725(N)    091 09 39.52729(W)     ADJUSTED  
 JC1430* NAVD 88     -       235.9    (meters)     774.     (feet)  GPS OBS   
 JC1430  ___________________________________________________________________
 JC1430  X           -    -101,215.668 (meters)                     COMP
 JC1430  Y           -  -4,994,433.881 (meters)                     COMP
 JC1430  Z           -   3,952,636.924 (meters)                     COMP
 JC1430  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 JC1430  ELLIP HEIGHT-         204.72  (meters)          (02/17/00) GPS OBS
 JC1430  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JC1430
 JC1430  HORZ ORDER  -  FIRST
 JC1430  ELLP ORDER  -  FOURTH    CLASS I
 JC1430
 JC1430.The horizontal coordinates were established by GPS observations
 JC1430.and adjusted by the National Geodetic Survey in February 2000..
 JC1430
 JC1430.The orthometric height was determined by GPS observations and a
 JC1430.high-resolution geoid model.
 JC1430
 JC1430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1430
 JC1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1430
 JC1430.The ellipsoidal height was determined by GPS observations
 JC1430.and is referenced to NAD 83.
 JC1430
 JC1430.The geoid height was determined by GEOID03.
 JC1430
 JC1430;                    North         East     Units Scale Factor Converg.
 JC1430;SPC MO E     -   300,583.815   192,376.413   MT  0.99997421   -0 24 42.6
 JC1430;UTM  15      - 4,267,342.464   660,275.993   MT  0.99991635   +1 08 45.8
 JC1430
 JC1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1430!SPC MO E     -   0.99996788  x   0.99997421  =   0.99994209
 JC1430!UTM  15      -   0.99996788  x   0.99991635  =   0.99988423
 JC1430
 JC1430|---------------------------------------------------------------------|
 JC1430| PID    Reference Object                     Distance      Geod. Az  |
 JC1430|                                                           dddmmss.s |
 JC1430| CM3761 CAMPBELLTON RM 1                      6.193 METERS 13442     |
 JC1430| CM3760 CAMPBELLTON AZ MK                                  2211620.8 |
 JC1430| CM3762 CAMPBELLTON RM 2                     36.535 METERS 22811     |
 JC1430|---------------------------------------------------------------------|
 JC1430
 JC1430                          SUPERSEDED SURVEY CONTROL
 JC1430
 JC1430  NAD 83(1997)-  38 32 24.25308(N)    091 09 39.52824(W) AD(       ) 1
 JC1430  NAD 83(1986)-  38 32 24.26478(N)    091 09 39.52794(W) AD(       ) 1
 JC1430  NAD 83(1986)-  38 32 24.26749(N)    091 09 39.52795(W) AD(       ) 3
 JC1430  NAD 27      -  38 32 24.08700(N)    091 09 38.98200(W) AD(       ) 3
 JC1430
 JC1430.Superseded values are not recommended for survey control.
 JC1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1430.See file dsdata.txt to determine how the superseded data were derived.
 JC1430
 JC1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6027667342(NAD 83)
 JC1430_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1430_STAMPING: CAMPBELLTON 1956
 JC1430_MARK LOGO: CGS   
 JC1430_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1430+STABILITY: SURFACE MOTION
 JC1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1430+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1430
 JC1430  HISTORY     - Date     Condition        Report By
 JC1430  HISTORY     - 1956     MONUMENTED       CGS
 JC1430  HISTORY     - 19950119 GOOD             MODNR
 JC1430
 JC1430                          STATION DESCRIPTION
 JC1430
 JC1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1430'THE STATION IS LOCATED AT THE SMALL VILLAGE OF CAMPBELLTON AND IN
 JC1430'THE FRONT YARD OF THE HOME OF MR. EDMOND VOSS, ABOUT 41 FEET
 JC1430'NORTH OF THE CENTERLINE OF COUNTY ROAD P, 33 FEET SOUTH OF THE
 JC1430'FRONT STEPS OF THE BRICK HOUSE.
 JC1430'
 JC1430'TO REACH, FROM THE JUNCTION OF STATE HIGHWAY 47 AND 100 IN
 JC1430'WASHINGTON, GO WEST, ON STATE HIGHWAY 100, FOR 7.25 MILES TO
 JC1430'COUNTY ROUTE P, TURN LEFT, AND GO SOUTHERLY, ON COUNTY ROUTE P
 JC1430'4.25 MILES TO THE STORE AND SERVICE STATION IN THE VILLAGE OF
 JC1430'CAMPBELLTON, CONTINUE, ON COUNTY ROUTE P 0.05 MILE TO THE
 JC1430'STATION.
 JC1430'
 JC1430'THE STATION MARK IS A STANDARD DISK, STAMPED CAMPBELLTON 1956,
 JC1430'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 JC1430'DIAMETER WHICH IS ABOUT FLUSH WITH THE GROUND.
 JC1430'
 JC1430'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CAMPBELLTON
 JC1430'NO 1 1956, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JC1430'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 JC1430'ELEVATION AS THE STATION.  IT IS LOCATED 19 FEET NORTH OF THE
 JC1430'CENTERLINE OF COUNTY ROUTE P.
 JC1430'
 JC1430'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CAMPBELLTON
 JC1430'NO 2 1956, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JC1430'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 JC1430'ELEVATION AS THE STATION.  IT IS LOCATED 25 FEET NORTH OF THE
 JC1430'CENTERLINE OF COUNTY ROUTE P AND 7 FEET SOUTH OF THE SOUTHWEST
 JC1430'CORNER OF THE LARGE BARN.
 JC1430'
 JC1430'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMPBELLTON 1956,
 JC1430'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 JC1430'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED 27 FEET WEST OF THE
 JC1430'CENTERLINE OF COUNTY ROUTE P AND 2 FEET EAST OF THE
 JC1430'NORTH-SOUTH FENCELINE.  TO REACH THE AZIMUTH MARK, FROM THE
 JC1430'STATION, GO WESTERLY, ON COUNTY ROUTE P 0.35 MILE TO THE AZIMUTH
 JC1430'MARK.
 JC1430
 JC1430                          STATION RECOVERY (1995)
 JC1430
 JC1430'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1430'STATION AND RMS ARE STANDARD CGS DISKS IN 10 IN SQUARE CONCRETE
 JC1430'MONUMENTS FLUSH WITH THE GROUND SURFACE. THE STATION IS IN THE
 JC1430'NORTHWEST PART OF FRANKLIN COUNTY, MO.  IT IS 11 MI (17.7 KM)
 JC1430'NORTHWEST OF UNION, 9 MI (14.5 KM) WEST OF WASHINGTON, 8.5 MI (13.7
 JC1430'KM) NORTH OF BEAUFORT AND 5 MI (8.0 KM) SOUTHEAST OF NEW HAVEN ON THE
 JC1430'NORTHWEST SIDE OF MISSOURI HIGHWAY 185 AND ROUTE KK (ON A COMMON
 JC1430'ROADWAY) AND IN THE FRONT YARD OF THE LOYD J.  CHURCH YARD AT THE
 JC1430'VILLAGE OF CAMPBELLTON.  IT IS 13 FT (4.0 M) SOUTHEAST OF AN 18 IN
 JC1430'MAPLE, 44.5 FT (13.6 M) NORTHWEST OF THE CENTER LINE OF ROAD, 34.8 FT
 JC1430'(10.6 M) NORTHWEST OF A P.K.  NAIL AT THE EDGE OF PAVEMENT, 20.4 FT
 JC1430'(6.2 M) NORTHWEST OF REFERENCE MARK NO.  1, 38.2 FT (11.6 M) NORTH OF
 JC1430'A PUNCH MARK ON THE EAST END OF A C.M.P.  UNDER THE ENTRANCE DRIVE,
 JC1430'25.8 FT (7.9 M) NNE OF AN ENS SIGN POST ( 854/160) , 41.5 FT (12.6 M)
 JC1430'NORTHEAST OF THE CENTER LINE OF THE ENTRANCE DRIVE, 119.9 FT (36.5 M)
 JC1430'NORTHEAST OF REFERENCE MARK NO.  2 AND 14.4 FT (4.4 M) EAST OF THE
 JC1430'EAST CORNER OF A RAISED CONCRETE FLOWER BOX WITH A POST LIGHT. THE
 JC1430'AZIMUTH MARK IS NOW BLOCKED BY SHRUBBERY. TO REACH THE STATION FROM
 JC1430'THE JUNCTION OF MISSOURI HIGHWAYS 100 AND 185 (ABOUT 8 MI (12.9 KM)
 JC1430'WEST OF WASHINGTON AND 5 MI (8.0 KM) EAST OF NEW HAVEN) , GO SOUTH ON
 JC1430'HIGHWAY 185 FOR 2.6 MI (4.2 KM) TO A STOP SIGN JUNCTION WITH ROUTE KK
 JC1430'AT THE CAMPBELLTON SCHOOL.  CONTINUE SOUTHERLY ON HIGHWAY 185 AND
 JC1430'ROUTE KK FOR 1.3 MI (2.1 KM) TO CAMPBELLTON STORE AND ORCHARD RD.  ON
 JC1430'LEFT CONTINUE SOUTHWEST ON 185 AND KK FOR 0.05 MI (0.08 KM) TO STATION
 JC1430'ON THE RIGHT (NORTHWEST) SIDE IN FRONT YARD OF LOYD J.  CHURCH AS
 JC1430'DESCRIBED. STATION AND RMS 1 AND 2 ARE ON PROPERTY OF MR.  AND MRS.
 JC1430'LOYD J. CHURCH, TEL 314/459-6680. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1160 ***********************************************************************
 KD1160  DESIGNATION -  CAMPFIELD
 KD1160  PID         -  KD1160
 KD1160  STATE/COUNTY-  MO/CHARITON
 KD1160  USGS QUAD   -  INDIAN GROVE (1978)
 KD1160
 KD1160                         *CURRENT SURVEY CONTROL
 KD1160  ___________________________________________________________________
 KD1160* NAD 83(1997)-  39 36 50.77319(N)    093 03 44.24619(W)     ADJUSTED  
 KD1160* NAVD 88     -       245.78   (+/-2cm)     806.4    (feet)  VERTCON   
 KD1160  ___________________________________________________________________
 KD1160  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 KD1160  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KD1160
 KD1160  HORZ ORDER  -  FIRST
 KD1160  VERT ORDER  -  THIRD ? (See Below)
 KD1160
 KD1160.The horizontal coordinates were established by classical geodetic methods
 KD1160.and adjusted by the National Geodetic Survey in February 2000..
 KD1160
 KD1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1160.The vertical order pertains to the NGVD 29 superseded value.
 KD1160
 KD1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1160
 KD1160.The geoid height was determined by GEOID03.
 KD1160
 KD1160;                    North         East     Units Scale Factor Converg.
 KD1160;SPC MO C     -   419,755.930   451,717.711   MT  0.99996202   -0 21 30.7
 KD1160;UTM  15      - 4,384,929.782   494,653.082   MT  0.99960035   -0 02 23.0
 KD1160
 KD1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1160!SPC MO C     -   0.99996651  x   0.99996202  =   0.99992853
 KD1160!UTM  15      -   0.99996651  x   0.99960035  =   0.99956688
 KD1160
 KD1160|---------------------------------------------------------------------|
 KD1160| PID    Reference Object                     Distance      Geod. Az  |
 KD1160|                                                           dddmmss.s |
 KD1160| CL9011 CAMPFIELD RM 1                       41.343 METERS 00058     |
 KD1160| KD1136 MARCELINE MASONRY SMOKESTACK        APPROX.15.1 KM 0404706.9 |
 KD1160| KD1133 MARCELINE MUNICIPAL TANK            APPROX.15.6 KM 0415837.9 |
 KD1160| CL9012 CAMPFIELD RM 2 AZIMUTH                             09808     |
 KD1160| CL9013 CAMPFIELD RM 3                       33.821 METERS 18141     |
 KD1160| KD1165 MENDON CCC LOOKOUT TOWER            APPROX. 6.3 KM 2841318.2 |
 KD1160| KD1148 BROOKFIELD ELEC PWR PLANT STK       APPROX.19.1 KM 3554633.6 |
 KD1160| KD1149 BROOKFIELD CATHOLIC CH SPIRE        APPROX.19.3 KM 3561929.2 |
 KD1160| KD1150 BROOKFIELD CITY STANDPIPE           APPROX.20.2 KM 3564407.2 |
 KD1160| KD1147 BROOKFIELD BROWN SHOE FACT STK      APPROX.19.1 KM 3592419.5 |
 KD1160|---------------------------------------------------------------------|
 KD1160
 KD1160                          SUPERSEDED SURVEY CONTROL
 KD1160
 KD1160  NAD 83(1997)-  39 36 50.77603(N)    093 03 44.24875(W) AD(       ) 1
 KD1160  NAD 83(1986)-  39 36 50.77644(N)    093 03 44.24983(W) AD(       ) 1
 KD1160  NAD 27      -  39 36 50.68940(N)    093 03 43.53280(W) AD(       ) 1
 KD1160  NGVD 29 (07/19/86)  245.75   (m)          806.3    (f) LEVELING    3  
 KD1160
 KD1160.Superseded values are not recommended for survey control.
 KD1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1160.See file dsdata.txt to determine how the superseded data were derived.
 KD1160
 KD1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD9465384930(NAD 83)
 KD1160_MARKER: DS = TRIANGULATION STATION DISK
 KD1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1160
 KD1160  HISTORY     - Date     Condition        Report By
 KD1160  HISTORY     - 1928     MONUMENTED       CGS
 KD1160  HISTORY     - 1935     GOOD             CGS
 KD1160  HISTORY     - 1948     GOOD             CGS
 KD1160  HISTORY     - 1963     GOOD             MOHC
 KD1160  HISTORY     - 1966     GOOD             CGS
 KD1160
 KD1160                          STATION DESCRIPTION
 KD1160
 KD1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1160'FOUND IN GOOD CONDITION 4 MILES E AND 2 MILES N OF TOWN OF MENDON,
 KD1160'IN NE 1/4 NW 1/4 SEC. 5, T. 55 N., R. 19 W., AND 466 FEET S OF
 KD1160'BARN LOT.  OTHER OLD TIES STILL HOLD.  STATION IS 846 FEET S OF
 KD1160'CENTER LINE OF E-W SECTION-LINE ROAD, AND 582 FEET S OF S SIDE
 KD1160'OF BARN.
 KD1160'
 KD1160'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION, 710 FEET S OF
 KD1160'CENTER LINE OF ABOVE NOTED ROAD.  OLD TIES STILL HOLD.
 KD1160'
 KD1160'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION, 810 FEET S OF ABOVE
 KD1160'NOTED ROAD.  OLD TIES STILL HOLD.
 KD1160
 KD1160                          STATION RECOVERY (1948)
 KD1160
 KD1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1160'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 KD1160'IN GOOD CONDITION.  THE 1928 LOCALITY DESCRIPTION BY E.O.H. IS
 KD1160'ADEQUATE.  A NEW REFERENCE MARK NO. 3 WAS SET.
 KD1160'
 KD1160'REFERENCE MARK NO. 3 IS 110.96 FEET SOUTH OF THE STATION AND 1 FOOT
 KD1160'EAST OF THE FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 KD1160'STAMPED CAMPFIELD NO 3 1948.
 KD1160'
 KD1160'TO REACH FROM MIKE, A SMALL SETTLEMENT ON HIGHWAY 5 (13.0 MILES
 KD1160'NORTH OF THE JUNCTION OF US HIGHWAY 24 AND STATE HIGHWAY 5 AT
 KD1160'KEYTESVILLE), GO WEST AT CROSSROADS 5.55 MILES TO A T ROAD RIGHT,
 KD1160'TURN RIGHT (NORTH) 0.95 MILE TO A WIRE GATE IN THE HEDGE ROW ON
 KD1160'THE LEFT (REFERENCE MARK NO. 2 JUST NORTH OF GATE), IF FIELD IS
 KD1160'NOT IN CROPS TURN LEFT ACROSS FIELD 0.15 MILE TO THE STATION IN
 KD1160'FENCE LINE.  IF FIELD IS IN CROPS CONTINUE NORTH TO
 KD1160'CROSSROADS, TURN LEFT (WEST) 0.15 MILE TO OLD FARM BUILDINGS
 KD1160'ON THE LEFT, TURN LEFT THROUGH LOTS AND CONTINUE SOUTH ALONG
 KD1160'THE EAST SIDE OF NORTH-SOUTH FENCE 0.1 MILE TO THE STATION.
 KD1160'
 KD1160'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE AS DESCRIBED.
 KD1160'
 KD1160'AN 87 FOOT SIGNAL AT WESTVILLE AND MUSSEL IS VISIBLE AT 77 FEET.
 KD1160'
 KD1160'AN 87 FOOT SIGNAL AT PITTMAN 1928 AND WHITHAM IS VISIBLE AT 50
 KD1160'FEET.
 KD1160'
 KD1160'A 100 FOOT SIGNAL AT HECKMAN 1928 AND AN 87 FOOT SIGNAL AT
 KD1160'GRAHAM IS VISIBLE AT 37 FEET.
 KD1160'
 KD1160'AN 87 FOOT SIGNAL AT LACLEDE AND A 74 FOOT SIGNAL AT MARCELINE IS
 KD1160'VISIBLE AT 15 FEET.
 KD1160'
 KD1160'THE 1948 DIRECTION TO REFERENCE MARK NO. 2 WAS CHECKED AND FOUND
 KD1160'TO BE CORRECT.
 KD1160'
 KD1160'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KD1160
 KD1160                          STATION RECOVERY (1963)
 KD1160
 KD1160'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1963 (PEC)
 KD1160'STATION, RMS AND AZ. MK., WERE ALL RECOVERED IN GOOD CONDITION.
 KD1160
 KD1160                          STATION RECOVERY (1966)
 KD1160
 KD1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1160'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 (AZIMUTH
 KD1160'MARK), AND REFERENCE MARK NO. 3 WERE RECOVERED AS PREVIOUSLY
 KD1160'DESCRIBED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE
 KD1160'FOR RECOVERY.
 KD1160'
 KD1160'A METAL WITNESS POST WAS SET 6 FEET NORTH OF THE STATION MARK.
 KD1160'
 KD1160'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF REFERENCE MARK NO. 2
 KD1160'(AZIMUTH MARK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1499 ***********************************************************************
 KE1499  DESIGNATION -  CAMPFIRE
 KE1499  PID         -  KE1499
 KE1499  STATE/COUNTY-  MO/PLATTE
 KE1499  USGS QUAD   -  WOLCOTT (1975)
 KE1499
 KE1499                         *CURRENT SURVEY CONTROL
 KE1499  ___________________________________________________________________
 KE1499* NAD 83(1997)-  39 12 49.47472(N)    094 46 32.28358(W)     ADJUSTED  
 KE1499* NAVD 88     -       290.     (meters)     951.     (feet)  VERTCON   
 KE1499  ___________________________________________________________________
 KE1499  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 KE1499  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE1499
 KE1499  HORZ ORDER  -  SECOND
 KE1499
 KE1499.The horizontal coordinates were established by classical geodetic methods
 KE1499.and adjusted by the National Geodetic Survey in February 2000..
 KE1499
 KE1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1499
 KE1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1499
 KE1499.The geoid height was determined by GEOID03.
 KE1499
 KE1499;                    North         East     Units Scale Factor Converg.
 KE1499;SPC MO W     -   338,213.410   826,196.176   MT  0.99994815   -0 10 27.3
 KE1499;UTM  15      - 4,341,998.326   346,703.403   MT  0.99988935   -1 07 22.1
 KE1499
 KE1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1499!SPC MO W     -   0.99995958  x   0.99994815  =   0.99990773
 KE1499!UTM  15      -   0.99995958  x   0.99988935  =   0.99984893
 KE1499
 KE1499:                Primary Azimuth Mark                     Grid Az
 KE1499:SPC MO W     -  STANDPIPE CAMP SHAWNEE                   042 59 07.7
 KE1499:UTM  15      -  STANDPIPE CAMP SHAWNEE                   043 56 02.5
 KE1499
 KE1499|---------------------------------------------------------------------|
 KE1499| PID    Reference Object                     Distance      Geod. Az  |
 KE1499|                                                           dddmmss.s |
 KE1499| CL7661 STANDPIPE CAMP SHAWNEE                             0424840.4 |
 KE1499| CL7832 WATER TANK AT 84TH GEORGIA                         1790119.8 |
 KE1499|---------------------------------------------------------------------|
 KE1499
 KE1499                          SUPERSEDED SURVEY CONTROL
 KE1499
 KE1499  NAD 83(1997)-  39 12 49.47472(N)    094 46 32.28358(W) AD(       ) 2
 KE1499  NAD 83(1986)-  39 12 49.47879(N)    094 46 32.28073(W) AD(       ) 2
 KE1499  NAD 27      -  39 12 49.48025(N)    094 46 31.42479(W) AD(       ) 2
 KE1499  NGVD 29 (07/19/86)  290.     (m)          951.     (f) VERT ANG       
 KE1499
 KE1499.Superseded values are not recommended for survey control.
 KE1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1499.See file dsdata.txt to determine how the superseded data were derived.
 KE1499
 KE1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4670341998(NAD 83)
 KE1499_MARKER: DD = SURVEY DISK
 KE1499_SETTING: 0 = UNSPECIFIED SETTING
 KE1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1499+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 KE1499
 KE1499  HISTORY     - Date     Condition        Report By
 KE1499  HISTORY     - 1974     MONUMENTED       USE
 KE1499  HISTORY     - 20020108 GOOD             SKW
 KE1499
 KE1499                          STATION DESCRIPTION
 KE1499
 KE1499'DESCRIBED BY US ENGINEERS 1974
 KE1499'PLATTE COUNTY, MISSOURI, T-51-N, R-35-W, ABOUT 1800 FT N. AND
 KE1499'1400 FT W. OF SE. CORNER OF SECTION 24.  THE STATION IS LOCATED
 KE1499'ON HIGHEST POINT OF CAMP SHAWNEE.  ABOUT 800 FT SSW OF
 KE1499'STANDPIPE.  A C OF E DISC STAMPED CAMPFIRE-1974 SET IN TOP OF
 KE1499'CONCRETE POST FLUSH WITH GROUND.
 KE1499'
 KE1499'TO REACH--FROM POST OFFICE IN WALDRON, GO SSE 1.75 MILES TO
 KE1499'ENTRANCE OF CAMP SHAWNEE.  THENCE NORTH .9 MILE TO HIGHEST POINT
 KE1499'AND STATION ON LEFT.
 KE1499'
 KE1499'NOTE--MR. C. A. GOODMAN, MANAGER, GAVE VERBAL PERMISSION TO SET
 KE1499'THIS POINT, AND ALSO LINE OF SIGHT TO LOGAN-TREES WERE TOPPED FOR
 KE1499'ONLY A SMALL OPENING.  HE WOULD NOT LET US PUT ANY STEEL POSTS IN
 KE1499'THE GROUND.
 KE1499'
 KE1499'REFERENCES--74.36 FT SSE. TO SIGN BOLTED TO POWER POLE.
 KE1499'
 KE1499'91.63 FT NNW. TO SHINER IN 10 IN ELM.
 KE1499'
 KE1499'100.72 FT SSE. TO SHINER IN 8 IN ELM.
 KE1499'
 KE1499'211.05 FT N. TO SHINER IN POWER POLE.
 KE1499
 KE1499                          STATION RECOVERY (2002)
 KE1499
 KE1499'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (WSS)
 KE1499'THERE APPEARS TO BE A PROBLEM WITH THE SCALED ELEVATION AS PUBLISHED
 KE1499'AT ELEVATION 951.  ALSO BEFORE ENTERING PROPERTY PLEASE CONTACT THE
 KE1499'CAMP FACILITY MANAGER 24 HOURS IN ADVANCE.  MARK SHERBO  816-891-1075
 KE1499' 
 KE1499'OR DISTRICT HQ AT 913-648-2121 EXT.123
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1296 ***********************************************************************
 KE1296  DESIGNATION -  CAMPORT
 KE1296  PID         -  KE1296
 KE1296  STATE/COUNTY-  MO/CALDWELL
 KE1296  USGS QUAD   -  CAMERON EAST (1984)
 KE1296
 KE1296                         *CURRENT SURVEY CONTROL
 KE1296  ___________________________________________________________________
 KE1296* NAD 83(1997)-  39 44 41.20842(N)    094 12 04.84138(W)     ADJUSTED  
 KE1296* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 KE1296  ___________________________________________________________________
 KE1296  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 KE1296  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KE1296
 KE1296  HORZ ORDER  -  THIRD
 KE1296
 KE1296.This mark is at Cameron Mem Airport (EZZ)
 KE1296
 KE1296.The horizontal coordinates were established by classical geodetic methods
 KE1296.and adjusted by the National Geodetic Survey in February 2000..
 KE1296
 KE1296.The orthometric height was scaled from a topographic map.
 KE1296
 KE1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1296
 KE1296.The geoid height was determined by GEOID03.
 KE1296
 KE1296;                    North         East     Units Scale Factor Converg.
 KE1296;SPC MO W     -   397,174.606   875,596.527   MT  0.99994924   +0 11 27.4
 KE1296;UTM  15      - 4,400,120.915   397,071.418   MT  0.99973043   -0 46 05.4
 KE1296
 KE1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1296!SPC MO W     -   0.99995788  x   0.99994924  =   0.99990712
 KE1296!UTM  15      -   0.99995788  x   0.99973043  =   0.99968832
 KE1296
 KE1296|---------------------------------------------------------------------|
 KE1296| PID    Reference Object                     Distance      Geod. Az  |
 KE1296|                                                           dddmmss.s |
 KE1296| CL7021 CAMPORT RM 1                         22.614 METERS 04351     |
 KE1296| CL7020 CAMPORT AZ MK                                      0835144.5 |
 KE1296| CL7015 CAMERON MUNICIPAL SPIPE                            2595706.2 |
 KE1296| CL7022 CAMPORT RM 2                         11.964 METERS 33236     |
 KE1296|---------------------------------------------------------------------|
 KE1296
 KE1296                          SUPERSEDED SURVEY CONTROL
 KE1296
 KE1296  NAD 83(1997)-  39 44 41.20872(N)    094 12 04.84244(W) AD(       ) 3
 KE1296  NAD 83(1997)-  39 44 41.20914(N)    094 12 04.84270(W) AD(       ) 3
 KE1296  NAD 83(1986)-  39 44 41.21220(N)    094 12 04.83991(W) AD(       ) 3
 KE1296  NAD 27      -  39 44 41.20410(N)    094 12 04.03290(W) AD(       ) 3
 KE1296
 KE1296.Superseded values are not recommended for survey control.
 KE1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1296.See file dsdata.txt to determine how the superseded data were derived.
 KE1296
 KE1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE9707100121(NAD 83)
 KE1296_MARKER: DS = TRIANGULATION STATION DISK
 KE1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1296
 KE1296  HISTORY     - Date     Condition        Report By
 KE1296  HISTORY     - 1949     MONUMENTED       CGS
 KE1296  HISTORY     - 1959     GOOD             CGS
 KE1296
 KE1296                          STATION DESCRIPTION
 KE1296
 KE1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1296'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF CAMERON ON THE
 KE1296'GROUNDS OF THE CAMERON AIRPORT.  IT IS 63-1/2 FEET SOUTH-SOUTHEAST
 KE1296'OF THE SOUTHWEST CORNER OF THE AIRPORT OFFICE AND 78 FEET
 KE1296'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HANGAR.  IT IS STAMPED
 KE1296'CAMPORT 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 KE1296'
 KE1296'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 37.6 FEET
 KE1296'NORTHWEST OF THE SOUTHWEST CORNER OF THE HANGAR AND 18.3 FEET
 KE1296'WEST OF THE EAST END OF CONCRETE FOUNDATION.  IT IS STAMPED
 KE1296'CAMPORT NO 1 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 KE1296'
 KE1296'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 24 FEET SOUTH
 KE1296'OF THE SOUTHWEST CORNER OF THE AIRPORT OFFICE.  IT IS STAMPED
 KE1296'CAMPORT NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 KE1296'
 KE1296'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 30 FEET
 KE1296'NORTH OF THE CENTER OF U.S. HIGHWAY 36, 3 FEET WEST OF WITNESS
 KE1296'POST AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED CAMPORT 1949
 KE1296'AND PROJECTS 3 INCHES.
 KE1296'
 KE1296'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 KE1296'69 IN THE NORTH EDGE OF CAMERON, GO EAST ON U.S. HIGHWAY 36 FOR
 KE1296'2.0 MILES TO THE TOP OF THE HILL AND CAMERON AIRPORT ON THE SOUTH
 KE1296'SIDE AND STATION JUST SOUTH OF THE SOUTHWEST CORNER OF THE
 KE1296'AIRPORT OFFICE AS DESCRIBED.
 KE1296'
 KE1296'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 KE1296'HIGHWAY 36 FOR 0.4 MILE TO THE MARK ON THE NORTH SIDE AS DESCRIBED.
 KE1296'
 KE1296'A 100 FOOT SIGNAL AT STATION WALLACE IS VISIBLE AT 4 FEET
 KE1296'
 KE1296'AN 87 FOOT SIGNAL AT STATION CAMERON 1948 IS VISIBLE AT 77 FEET.
 KE1296'
 KE1296'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KE1296
 KE1296                          STATION RECOVERY (1959)
 KE1296
 KE1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KE1296'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1296'IN GOOD CONDITION.  THE AIRPORT HANGARS AND BUILDINGS HAVE BEEN
 KE1296'RAZED, BUT THE CONCRETE FOR THESE BUILDINGS REMAIN.  REFERENCE
 KE1296'MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 24 FEET
 KE1296'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF FOUNDATION, AND 10
 KE1296'FEET SOUTHWEST OF GAS PUMP.  THE MARK IS FLUSH WITH THE SURFACE
 KE1296'OF THE GROUND AND THE DISK IS STAMPED CAMPORT NO. 2 1949.  NEW
 KE1296'WITNESS POSTS WERE PLACED 1 FOOT EAST OF REFERENCE MARK
 KE1296'NO. 1 AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1496 ***********************************************************************
 JC1496  DESIGNATION -  CANAAN
 JC1496  PID         -  JC1496
 JC1496  STATE/COUNTY-  MO/GASCONADE
 JC1496  USGS QUAD   -  OWENSVILLE WEST (1981)
 JC1496
 JC1496                         *CURRENT SURVEY CONTROL
 JC1496  ___________________________________________________________________
 JC1496* NAD 83(1997)-  38 18 43.85542(N)    091 33 30.46514(W)     ADJUSTED  
 JC1496* NAVD 88     -       319.54   (meters)    1048.4    (feet)  LEVELING  
 JC1496  ___________________________________________________________________
 JC1496  X           -    -136,290.639 (meters)                     COMP
 JC1496  Y           -  -5,009,393.735 (meters)                     COMP
 JC1496  Z           -   3,932,870.691 (meters)                     COMP
 JC1496  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 JC1496  ELLIP HEIGHT-         288.42  (meters)          (02/17/00) GPS OBS
 JC1496  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JC1496
 JC1496  HORZ ORDER  -  FIRST
 JC1496  VERT ORDER  -  THIRD ?
 JC1496  ELLP ORDER  -  FOURTH    CLASS I
 JC1496
 JC1496.The horizontal coordinates were established by GPS observations
 JC1496.and adjusted by the National Geodetic Survey in February 2000..
 JC1496
 JC1496.The orthometric height was determined by differential leveling.
 JC1496.The vertical network tie was performed by a horz. field party for horz.
 JC1496.obs reductions. Reset procedures were used to establish the elevation.
 JC1496
 JC1496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1496
 JC1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1496
 JC1496.The ellipsoidal height was determined by GPS observations
 JC1496.and is referenced to NAD 83.
 JC1496
 JC1496.The geoid height was determined by GEOID03.
 JC1496
 JC1496;                    North         East     Units Scale Factor Converg.
 JC1496;SPC MO E     -   275,612.053   157,433.058   MT  1.00003882   -0 39 22.4
 JC1496;SPC MO C     -   275,501.397   582,341.130   MT  1.00001680   +0 35 01.4
 JC1496;UTM  15      - 4,241,436.172   626,027.840   MT  0.99979561   +0 53 37.7
 JC1496
 JC1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1496!SPC MO E     -   0.99995475  x   1.00003882  =   0.99999356
 JC1496!SPC MO C     -   0.99995475  x   1.00001680  =   0.99997155
 JC1496!UTM  15      -   0.99995475  x   0.99979561  =   0.99975037
 JC1496
 JC1496:                Primary Azimuth Mark                     Grid Az
 JC1496:SPC MO E     -  OWENSVILLE GEN CHEMICAL CO TK            050 41 08.4
 JC1496:SPC MO C     -  OWENSVILLE GEN CHEMICAL CO TK            049 26 44.6
 JC1496:UTM  15      -  OWENSVILLE GEN CHEMICAL CO TK            049 08 08.3
 JC1496
 JC1496|---------------------------------------------------------------------|
 JC1496| PID    Reference Object                     Distance      Geod. Az  |
 JC1496|                                                           dddmmss.s |
 JC1496| JC1499 OWENSVILLE GEN CHEMICAL CO TK       APPROX. 4.9 KM 0500146.0 |
 JC1496| JC1500 OWENSVILLE GEN CHEMICAL CO STK      APPROX. 4.9 KM 0501409.1 |
 JC1496| JC1497 OWENSVILLE MUNICIPAL TANK           APPROX. 5.9 KM 0562808.5 |
 JC1496| CM3764 CANAAN AZ MK 2                                     0661538.0 |
 JC1496| CM3763 CANAAN AZ MK                                       0670619.1 |
 JC1496| CM3765 CANAAN RM 1                          33.202 METERS 17142     |
 JC1496| JC1504 BLAND INTL SHOE CO TANK             APPROX. 6.3 KM 2602505.3 |
 JC1496| JC1501 BLAND MUNICIPAL TANK                APPROX. 6.8 KM 2620811.3 |
 JC1496| CM3766 CANAAN RM 2                          36.774 METERS 27257     |
 JC1496|---------------------------------------------------------------------|
 JC1496
 JC1496                          SUPERSEDED SURVEY CONTROL
 JC1496
 JC1496  NAD 83(1986)-  38 18 43.86959(N)    091 33 30.46629(W) AD(       ) 1
 JC1496  NAD 83(1986)-  38 18 43.86958(N)    091 33 30.46628(W) AD(       ) 2
 JC1496  NAD 27      -  38 18 43.70700(N)    091 33 29.89000(W) AD(       ) 2
 JC1496
 JC1496.Superseded values are not recommended for survey control.
 JC1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1496.See file dsdata.txt to determine how the superseded data were derived.
 JC1496
 JC1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC2602841436(NAD 83)
 JC1496_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1496_STAMPING: CANAAN 1947
 JC1496_MARK LOGO: CGS   
 JC1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1496+STABILITY: SURFACE MOTION
 JC1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1496+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1496
 JC1496  HISTORY     - Date     Condition        Report By
 JC1496  HISTORY     - 1947     MONUMENTED       CGS
 JC1496  HISTORY     - 1971     GOOD             NGS
 JC1496  HISTORY     - 19950119 GOOD             MODNR
 JC1496
 JC1496                          STATION DESCRIPTION
 JC1496
 JC1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1496'THE STATION IS LOCATED ABOUT 4.0 MILES EAST-NORTHEAST OF BLAND, AT
 JC1496'THE VILLAGE OF CANAAN, ON THE SMALL SPACE BETWEEN STATE HIGHWAY
 JC1496'NO. 28 AND THE MAIN STREET, 22 FEET WEST OF A SMALL TREE, 55
 JC1496'FEET NORTH OF THE CENTERLINE OF THE MAIN STREET AND 94 FEET SOUTH
 JC1496'OF THE CENTERLINE OF STATE HIGHWAY NO. 28.  THE MARK PROJECTS 4
 JC1496'INCHES AND THE DISK IS STAMPED CANAAN 1947.
 JC1496'
 JC1496'REFERENCE MARK IS 108.84 FEET SOUTH OF THE STATION, 1 FOOT EAST
 JC1496'OF A POWER POLE AND 17 FEET NORTH OF THE CENTERLINE OF AN EAST AND
 JC1496'WEST ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JC1496'CANAAN 1947 NO 1.
 JC1496'
 JC1496'REFERENCE MARK NO. 2 IS 120.67 FEET WEST OF THE STATION, 1.5
 JC1496'FEET NORTH OF A POWER POLE AND 82 FEET SOUTHEAST OF AN INTERSECTION
 JC1496'OF THE CROSSROADS.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JC1496'STAMPED CANAAN 1947 NO 2.
 JC1496'
 JC1496'AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE STATION, 2.5 FEET
 JC1496'WEST-SOUTHWEST OF A WITNESS POST AND 40 FEET NORTH OF THE
 JC1496'CENTERLINE OF STATE HIGHWAY NO. 28.  THE MARK PROJECTS 4 INCHES
 JC1496'AND THE DISK IS STAMPED CANAAN 1947.
 JC1496'
 JC1496'TO REACH FROM RAILROAD STATION IN BLAND, GO EASTERLY ON STATE
 JC1496'HIGHWAY NO. 28 4.7 MILES TO THE VILLAGE OF CANAAN AND THE
 JC1496'STATION ON THE RIGHT.  CONTINUE ON 0.2 MILE TO THE AZIMUTH MARK ON
 JC1496'THE LEFT.
 JC1496'
 JC1496'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JC1496
 JC1496                          STATION RECOVERY (1971)
 JC1496
 JC1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1496'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JC1496'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND THE MARKS WERE FOUND
 JC1496'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 JC1496'FOUND AND MEASUREMENT FROM HIGHWAY SHOWS THE MARK WAS DESTROYED
 JC1496'BY ROAD CONSTRUCTION.  THE DISTANCE AND DIRECTION TO REFERENCE
 JC1496'MARK NO. 2 CHECKED.  THE DISTANCE TO REFERENCE MARK NO. 1 FAILED
 JC1496'TO CHECK BY 0.09 FEET AND THE DIRECTION FAILED TO CHECK BY 2
 JC1496'MINUTES 43 SECONDS.  THE DIRECTION BETWEEN THE INTERSECTION
 JC1496'STATIONS CHECKED.
 JC1496'
 JC1496'A NEW AZIMUTH MARK WAS SET.
 JC1496'
 JC1496'THE OLD DESCRIPTION WILL BE ADEQUATE FOR RECOVERY WITH THESE
 JC1496'ADDITIONAL NOTES.
 JC1496'
 JC1496'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 JC1496'
 JC1496'AZIMUTH MARK, A STANDARD DISK STAMPED CANAAN 1947 1971, IS SET
 JC1496'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 JC1496'IT IS 42.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 28 AND 1 FOOT
 JC1496'WEST OF A METAL WITNESS POST.
 JC1496'
 JC1496'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWY
 JC1496'28 FOR 0.2 MILE TO A DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK
 JC1496'ON THE LEFT.
 JC1496
 JC1496                          STATION RECOVERY (1995)
 JC1496
 JC1496'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1496'THE STATION IS A CGS TRIANGULATION DISK STAMPED CANAAN, 1947 IN A 12
 JC1496'IN SQUARE CONCRETE MONUMENT PROJECTING 4 IN, REF MK 1 IS A CGS
 JC1496'REFERENCE MARK DISK STAMPED CANAAN, 1947, NO.  1 IN A 12 IN SQUARE
 JC1496'CONCRETE MONUMENT PROJECTING 3 IN, REF MK 2 IS A CGS REFERENCE MARK
 JC1496'DISK STAMPED CANAAN, 1947, NO.  2 IN A 12 IN SQUARE CONCRETE MONUMENT
 JC1496'2 IN BELOW THE SURFACE, B.M.  U-99 IS A CGS BENCH MARK DISK STAMPED U
 JC1496'99 1935 IN A 12 IN ROUND CONCRETE MONUMENT PROJECT 5 IN, AZ.  MK.  IS
 JC1496'A CGS AZIMUTH MARK DISK STAMPED CANAAN 1947, 1971 IN A 12 IN ROUND
 JC1496'CONCRETE MONUMENT PROJECTING 3 IN. THE STATION IS ABOUT 4.5 MI (7.2
 JC1496'KM) WSW OF OWENSVILLE, MO 4 MI (6.4 KM) ENE OF BLAND, MO AND AT THE
 JC1496'VILLAGE OF CANAAN, MO IN THE SE ANGLE OF THE INTERSECTION OF MO HWY.
 JC1496'28 WITH CO.  RD.  430 (HOLZSCHOH RD.) NORTH AND CO.  RD.  607 (LOEB
 JC1496'RD.) SOUTH.  IT IS 90 FT (27.4 M) SSE OF THE CENTER LINE OF HWY.  28,
 JC1496'45 FT (13.7 M) NNW OF THE CENTER LINE OF A GRAVEL STREET, 26 FT (7.9
 JC1496'M) SW OF A 24 IN ELM TREE, 109.0 FT (33.2 M) NORTH OF REFERENCE MARK 1
 JC1496'AND 120.7 FT (36.8 M) EAST OF REFERENCE MARK 2. REFERENCE MARK 1 IS 17
 JC1496'FT (5.2 M) NORTH OF THE CENTER LINE OF CO. RD.  607 AND 2 FT (0.6 M)
 JC1496'EAST OF A UTILITY POLE, REFERENCE MARK 2 IS 82 FT (25.0 M) ESE OF THE
 JC1496'INTERSECTION OF THE COUNTY ROADS WITH HIGHWAY 28 AND 5 FT (1.5 M) NE
 JC1496'OF A GUYED UTILITY POLE. THE AZIMUTH MARK IS 0.2 MI (0.3 KM) EAST OF
 JC1496'THE STATION ON THE NORTH RIGHT-OF-WAY OF HWY.  28.  IT IS 42.5 FT
 JC1496'(13.0 M) NORTH OF THE CENTER LINE OF THE HWY.  AND 1.5 FT (0.5 M) WEST
 JC1496'OF A METAL WITNESS POST. CGS BENCH MK.  U-99 IS 275 FT (83.8 M) NW OF
 JC1496'THE STATION IN THE NE ANGLE THE INTERSECTION OF THE RAILROAD WITH CO.
 JC1496'RD.  432 ON THE NORTH SIDE OF THE HWY.  IT IS 35 FT (10.7 M) EAST OF
 JC1496'THE ROAD, 50 FT (15.2 M) NORTH OF THE RR AND 7.5 FT (2.3 M) NE OF A
 JC1496'TELEPHONE RISER BOX. TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF MO
 JC1496'HWY.  28 WITH MO HWY.  19 SOUTH IN OWENSVILLE, GO WESTERLY ON HWY.  28
 JC1496'FOR 4.2 MI (6.8 KM) TO A PRIVATE ENTRANCE ON THE LEFT AND THE AZIMUTH
 JC1496'MARK ON THE RIGHT (NW) SIDE OF HWY.  AS DESCRIBED. TO REACH THE
 JC1496'STATION FROM THE AZ.  MK., CONTINUE SOUTHWESTERLY ON HWY.  28 FOR 0.2
 JC1496'MI (0.3 KM) TO THE STATION ON THE LEFT (SE) SIDE OF THE HWY.  AS
 JC1496'DESCRIBED. ELEVATION WAS TRANSFERRED FROM CGS BM U 99 TO RM NO.  2 AND
 JC1496'TO THE STATION. ELEVATIONS (NAVD 88) ARE METERS CGS BM U 99, 1935
 JC1496'318.251 CANAAN NO. 2 1947 318.630 CANAAN, 1947 319.543 DATE OF REPORT
 JC1496'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1828 ***********************************************************************
 GD1828  DESIGNATION -  CANALOU
 GD1828  PID         -  GD1828
 GD1828  STATE/COUNTY-  MO/NEW MADRID
 GD1828  USGS QUAD   -  CHARTER OAK (1971)
 GD1828
 GD1828                         *CURRENT SURVEY CONTROL
 GD1828  ___________________________________________________________________
 GD1828* NAD 83(1997)-  36 42 52.20340(N)    089 39 50.38339(W)     ADJUSTED  
 GD1828* NAVD 88     -        87.1    (meters)     286.     (feet)  GPS OBS   
 GD1828  ___________________________________________________________________
 GD1828  X           -      30,019.886 (meters)                     COMP
 GD1828  Y           -  -5,118,956.563 (meters)                     COMP
 GD1828  Z           -   3,792,077.544 (meters)                     COMP
 GD1828  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GD1828  ELLIP HEIGHT-          58.80  (meters)          (02/17/00) GPS OBS
 GD1828  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD1828
 GD1828  HORZ ORDER  -  SECOND
 GD1828  ELLP ORDER  -  FOURTH    CLASS I
 GD1828
 GD1828.The horizontal coordinates were established by classical geodetic methods
 GD1828.and adjusted by the National Geodetic Survey in February 2000..
 GD1828
 GD1828.The orthometric height was determined by GPS observations and a
 GD1828.high-resolution geoid model.
 GD1828
 GD1828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1828
 GD1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1828
 GD1828.The ellipsoidal height was determined by GPS observations
 GD1828.and is referenced to NAD 83.
 GD1828
 GD1828.The geoid height was determined by GEOID03.
 GD1828
 GD1828;                    North         East     Units Scale Factor Converg.
 GD1828;SPC MO E     -    98,097.205   324,687.245   MT  1.00000203   +0 29 59.3
 GD1828;UTM  16      - 4,066,510.092   262,060.237   MT  1.00029755   -1 35 36.1
 GD1828
 GD1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1828!SPC MO E     -   0.99999077  x   1.00000203  =   0.99999280
 GD1828!UTM  16      -   0.99999077  x   1.00029755  =   1.00028832
 GD1828
 GD1828|---------------------------------------------------------------------|
 GD1828| PID    Reference Object                     Distance      Geod. Az  |
 GD1828|                                                           dddmmss.s |
 GD1828| GD1945 CANALOU RM 1                         38.667 METERS 04831     |
 GD1828| GD1947 CANALOU AZ MK                                      0872149.0 |
 GD1828| GD1946 CANALOU RM 3                         18.694 METERS 19109     |
 GD1828| CG3344 CANALOU RM 2                         29.605 METERS 29032     |
 GD1828|---------------------------------------------------------------------|
 GD1828
 GD1828                          SUPERSEDED SURVEY CONTROL
 GD1828
 GD1828  NAD 83(1997)-  36 42 52.20339(N)    089 39 50.38331(W) AD(       ) 2
 GD1828  NAD 83(1997)-  36 42 52.20405(N)    089 39 50.38316(W) AD(       ) 2
 GD1828  NAD 83(1997)-  36 42 52.21416(N)    089 39 50.37980(W) AD(       ) 2
 GD1828  NAD 83(1986)-  36 42 52.21534(N)    089 39 50.38472(W) AD(       ) 2
 GD1828  NAD 27      -  36 42 52.01200(N)    089 39 50.09040(W) AD(       ) 2
 GD1828  NGVD 29 (05/28/98)   87.1    (m)          286.     (f) GPS OBS        
 GD1828
 GD1828.Superseded values are not recommended for survey control.
 GD1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1828.See file dsdata.txt to determine how the superseded data were derived.
 GD1828
 GD1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6206066510(NAD 83)
 GD1828_MARKER: DS = TRIANGULATION STATION DISK
 GD1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1828_SP_SET: CONCRETE POST
 GD1828_STAMPING: CANALOU 1955
 GD1828_MARK LOGO: CGS   
 GD1828_PROJECTION: FLUSH
 GD1828_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1828+STABILITY: SURFACE MOTION
 GD1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1828+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2002
 GD1828
 GD1828  HISTORY     - Date     Condition        Report By
 GD1828  HISTORY     - 1955     MONUMENTED       CGS
 GD1828  HISTORY     - 1955     GOOD             CGS
 GD1828  HISTORY     - 1970     GOOD             NGS
 GD1828  HISTORY     - 19910312 GOOD             NGS
 GD1828  HISTORY     - 19961101 GOOD             USE
 GD1828  HISTORY     - 20020822 GOOD             USACE
 GD1828
 GD1828                          STATION DESCRIPTION
 GD1828
 GD1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1828'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF MATTHEWS, 3 MILES
 GD1828'SOUTHEAST OF CANALOU, IN THE APPROXIMATE NE 1/4 SEC 20, T 24 N., R
 GD1828'13 E., ON THE WEST SIDE OF COUNTY HIGHWAY E IN THE NORTH PARKING
 GD1828'AREA OF A CHURCH YARD.
 GD1828'
 GD1828'TO REACH FROM THE POST OFFICE IN MATTHEWS, DRIVE W ON COUNTY HIGHWAY
 GD1828'H FOR 4.6 MILES TO ITS JUNCTION WITH COUNTY HIGHWAY E, TURN LEFT AND
 GD1828'DRIVE SOUTH ON COUNTY HIGHWAY E FOR 3.0 MILES TO A T-ROAD LEFT AND
 GD1828'THE CHURCH AND STATION ON THE RIGHT.
 GD1828'
 GD1828'SURFACE-STATION MARK IS A STANDARD STATION MARK DISK SET IN THE TOP
 GD1828'OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS 4 INCHES
 GD1828'ABOVE THE SURFACE OF THE GROUND.  THE MARK, STAMPED CANALOU 1955, IS
 GD1828'34.6 FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH BUILDING AND
 GD1828'2 FEET NORTH OF A WHITE WITNESS POST.
 GD1828'
 GD1828'UNDERGROUND-STATION MARK IS A STANDARD STATION MARK DISK SET 36
 GD1828'INCHES BELOW THE SURFACE OF THE GROUND, ITS CENTER BEING PLUMB WITH
 GD1828'THE CENTER OF THE SURFACE-STATION MARK.  THE DISK IS STAMPED
 GD1828'CANALOU 1955.
 GD1828'
 GD1828'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 GD1828'A CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS 6 INCHES ABOVE
 GD1828'THE SURFACE OF THE GROUND.  THE MARK, STAMPED CANALOU NO 1 1955,
 GD1828'IS 36 FEET WEST OF THE CENTER OF COUNTY HIGHWAY E AND 9.7 FEET
 GD1828'NORTH OF A POWERLINE POLE.
 GD1828'
 GD1828'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 GD1828'A CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS 6 INCHES ABOVE
 GD1828'THE SURFACE OF THE GROUND.  THE MARK, STAMPED CANALOU NO 2 1955,
 GD1828'IS SET ON THE SOUTH BANK OF A SMALL EAST-WEST DRAINAGE DITCH IN
 GD1828'THE NORTHWEST CORNER OF THE CHURCH YARD.
 GD1828'
 GD1828'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 GD1828'CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS 6 INCHES ABOVE
 GD1828'THE SURFACE OF THE GROUND.  THE MARK, STAMPED CANALOU 1955, IS
 GD1828'LOCATED 33 FEET NORTH OF CENTER OF THE ROAD, 4 FEET WEST OF A
 GD1828'POWERLINE POLE AND 2.5 FEET WEST OF A WHITE WITNESS POST.
 GD1828'
 GD1828'TO REACH THE AZIMUTH MARK FROM THE T-ROAD JUNCTION AT THE STATION,
 GD1828'DRIVE EAST FOR 0.55 MILE TO A T-ROAD LEFT, CONTINUE STRAIGHT AHEAD,
 GD1828'EAST, FOR 0.05 MILE TO A FARM HOME ON THE RIGHT AND THE AZIMUTH
 GD1828'MARK ON THE RIGHT.
 GD1828'
 GD1828'OBSERVATIONS WERE MADE FROM THE TOP OF A 103 FOOT STEEL TOWER.
 GD1828
 GD1828                          STATION RECOVERY (1955)
 GD1828
 GD1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 GD1828'RECOVERED IN GOOD CONDITION.
 GD1828
 GD1828                          STATION RECOVERY (1970)
 GD1828
 GD1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1828'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 GD1828'REFERENCE MARK 1 HAS BEEN HIT BUT IS SOLID AND LEFT AS FOUND.
 GD1828'REFERENCE MARK 2 WAS FOUND DESTROYED AND THE DISK GONE.  REFERENCE
 GD1828'MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 GD1828'FAILED TO CHECK DUE TO THE MARK BEING DISTURBED.  A NEW DESCRIPTION
 GD1828'FOLLOWS.
 GD1828'
 GD1828'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF MATTHEWS, IN THE NE
 GD1828'1/4 OF SEC. 20, T-24-N, R-13-E, IN THE NORTH EDGE OF A CHURCH YARD.
 GD1828'IT IS 1 FOOT EAST OF A METAL WITNESS POST, 35 FEET NORTH OF THE
 GD1828'NORTHWEST CORNER OF THE CHURCH, 135 FEET WEST OF THE CENTERLINE OF
 GD1828'CO. RD. E, 55 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH,
 GD1828'40 FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD, 71 FEET
 GD1828'SOUTHWEST OF A 40 INCH OAK TREE, SET FLUSH WITH THE GROUND AND
 GD1828'STAMPED CANALOU 1955.
 GD1828'
 GD1828'TO REACH THE STATION FROM THE POST OFFICE IN MATTHEWS, GO WEST ON CO.
 GD1828'RD. H FOR 4.6 MILES TO THE JUNCTION WITH CO.
 GD1828'RD. E.  TURN LEFT AND GO SOUTH ON RD. E FOR 3.0 MILES TO A GRAVELED
 GD1828'ROAD EAST, FIELD ROAD WEST AND THE STATION ON THE RIGHT.  TURN
 GD1828'LEFT AND GO EAST ON THE GRAVEL ROAD FOR 0.6 MILE TO THE AZIMUTH
 GD1828'MARK ON THE LEFT.
 GD1828'
 GD1828'REFERENCE MARK 1 IS 11 FEET NORTH OF A POWER POLE, 4 FEET SOUTH OF A
 GD1828'GUY WIRE, 44 FEET NORTH OF THE CENTERLINE OF THE FIELD ROAD, 64 FEET
 GD1828'NORTHEAST OF THE OAK TREE, 39 FEET WEST OF THE CENTERLINE OF RD. E,
 GD1828'128 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, MONUMENT
 GD1828'PROJECTS 6 INCHES AND THE DISK IS STAMPED CANALOU NO 1 1955.
 GD1828'
 GD1828'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CANALOU 1955 NO 3 1970
 GD1828'SET IN A DRILL HOLE IN THE NORTH EDGE OF A CONCRETE SIDEWALK AT THE
 GD1828'WEST ENTRANCE TO THE CHURCH, 9 FEET NORTHWEST OF THE SOUTHWEST
 GD1828'CORNER OF THE CHURCH, 7 FEET WEST OF THE WEST WALL OF THE CHURCH, 2
 GD1828'FEET EAST OF THE WEST END OF THE WALK AND 6 INCHES SOUTH OF THE
 GD1828'NORTH EDGE OF THE SIDEWALK.
 GD1828'
 GD1828'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST, 5 FEET WEST
 GD1828'OF POWER POLE NO. 37 WITH TRANSFORMER, 33 FEET NORTH OF THE
 GD1828'CENTERLINE OF CO. RD. E, 398 FEET EAST OF THE CENTERLINE OF A
 GD1828'GRAVELED ROAD NORTH, 60 FEET NORTHWEST OF THE NORTH END OF A
 GD1828'SIDEWALK, ABOUT 200 FEET NORTH AND ACROSS THE ROAD FROM A FRAME
 GD1828'HOUSE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GD1828'CANALOU 1955.
 GD1828'
 GD1828'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1828'
 GD1828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1828'SOUTHEAST OF CANALOU.
 GD1828
 GD1828                          STATION RECOVERY (1991)
 GD1828
 GD1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1828'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF MATTHEWS
 GD1828'AND 4.8 KM (3.00 MI) SOUTH-SOUTHEAST OF CANALOU IN THE NORTHWEST PART
 GD1828'OF THE LAWN OF THE PILGRIM-REST MB CHURCH.  OWNERSHIP--PILGRIM-REST
 GD1828'MB CHURCH, CHURCH BOARD, HIGHWAY E SOUTH, CANALOU, MO 63828.  NO
 GD1828'TELEPHONE.
 GD1828'TO REACH THE STATION FROM THE POST OFFICE IN MATTHEWS, GO WEST ON
 GD1828'COUNTY ROAD H FOR 7.08 KM (4.40 MI) TO A CROSSROAD.  TURN LEFT AND GO
 GD1828'SOUTH ON COUNTY ROAD E FOR 1.62 KM (1.00 MI) TO COUNTY ROAD A ON THE
 GD1828'RIGHT.  CONTINUE SOUTH ON COUNTY ROAD E FOR 1.6 KM (1.00 MI) TO
 GD1828'COUNTY ROAD 610 ON THE LEFT AND THE PILGRIM-REST MB CHURCH AND
 GD1828'STATION ON THE RIGHT.
 GD1828'THE STATION IS LOCATED 41.2 M (135.2 FT) WEST FROM THE CENTERLINE OF
 GD1828'COUNTY ROAD E, 20.5 M (67.3 FT) NORTHEAST FROM A 30-INCH OAK TREE,
 GD1828'16.8 M (55.1 FT) NORTHWEST FROM THE NORTHEAST CORNER OF THE CHURCH,
 GD1828'11.7 M (38.4 FT) SOUTH FROM THE CENTER OF A FIELD ROAD, 10.55 M
 GD1828'(34.61 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF THE CHURCH
 GD1828'AND 0.3 M (1.0 FT) EAST FROM A METAL WITNESS POST.  THE STATION IS
 GD1828'FLUSH WITH THE GROUND.
 GD1828'DESCRIBED BY E.J. HANSMANN.
 GD1828
 GD1828                          STATION RECOVERY (1996)
 GD1828
 GD1828'RECOVERY NOTE BY US ENGINEERS 1996 (DB)
 GD1828'RECOVERED AS GOOD.
 GD1828
 GD1828                          STATION RECOVERY (2002)
 GD1828
 GD1828'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0954 ***********************************************************************
 GE0954  DESIGNATION -  CANE
 GE0954  PID         -  GE0954
 GE0954  STATE/COUNTY-  MO/BUTLER
 GE0954  USGS QUAD   -  HARVIELL (1979)
 GE0954
 GE0954                         *CURRENT SURVEY CONTROL
 GE0954  ___________________________________________________________________
 GE0954* NAD 83(1997)-  36 42 40.24478(N)    090 28 05.33212(W)     ADJUSTED  
 GE0954* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 GE0954  ___________________________________________________________________
 GE0954  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 GE0954  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GE0954
 GE0954  HORZ ORDER  -  THIRD
 GE0954
 GE0954.The horizontal coordinates were established by classical geodetic methods
 GE0954.and adjusted by the National Geodetic Survey in February 2000..
 GE0954
 GE0954.The orthometric height was scaled from a topographic map.
 GE0954
 GE0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0954
 GE0954.The geoid height was determined by GEOID03.
 GE0954
 GE0954;                    North         East     Units Scale Factor Converg.
 GE0954;SPC MO E     -    97,403.312   252,845.714   MT  0.99993343   +0 01 08.5
 GE0954;UTM  15      - 4,065,821.288   726,144.621   MT  1.00023010   +1 30 50.9
 GE0954
 GE0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0954!SPC MO E     -   0.99998434  x   0.99993343  =   0.99991777
 GE0954!UTM  15      -   0.99998434  x   1.00023010  =   1.00021444
 GE0954
 GE0954:                Primary Azimuth Mark                     Grid Az
 GE0954:SPC MO E     -  POPLAR BLUFF HWY PAT RAD MAST            029 52 19.0
 GE0954:UTM  15      -  POPLAR BLUFF HWY PAT RAD MAST            028 22 36.6
 GE0954
 GE0954|---------------------------------------------------------------------|
 GE0954| PID    Reference Object                     Distance      Geod. Az  |
 GE0954|                                                           dddmmss.s |
 GE0954| GE0955 POPLAR BLUFF HWY PAT RAD MAST       APPROX. 2.3 KM 0295327.5 |
 GE0954| CI4051 CANE RM 1                            53.904 METERS 03104     |
 GE0954| CI4052 CANE RM 2                            62.103 METERS 06422     |
 GE0954| CI4050 CANE AZ MK                                         2061531.6 |
 GE0954|---------------------------------------------------------------------|
 GE0954
 GE0954                          SUPERSEDED SURVEY CONTROL
 GE0954
 GE0954  NAD 83(1997)-  36 42 40.24778(N)    090 28 05.33286(W) AD(       ) 3
 GE0954  NAD 83(1997)-  36 42 40.24996(N)    090 28 05.33330(W) AD(       ) 3
 GE0954  NAD 83(1986)-  36 42 40.25377(N)    090 28 05.33272(W) AD(       ) 3
 GE0954  NAD 27      -  36 42 40.05540(N)    090 28 04.93030(W) AD(       ) 3
 GE0954
 GE0954.Superseded values are not recommended for survey control.
 GE0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0954.See file dsdata.txt to determine how the superseded data were derived.
 GE0954
 GE0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2614565821(NAD 83)
 GE0954_MARKER: DS = TRIANGULATION STATION DISK
 GE0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0954
 GE0954  HISTORY     - Date     Condition        Report By
 GE0954  HISTORY     - 1957     MONUMENTED       CGS
 GE0954
 GE0954                          STATION DESCRIPTION
 GE0954
 GE0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE0954'THE STATION IS 4-1/2 MILES SOUTHWEST OF POPLAR BLUFF, ALONG
 GE0954'THE EAST SIDE OF U.S. HIGHWAY 67.  IT IS IN THE SOUTHWEST
 GE0954'CORNER OF A CULTIVATED FIELD (THE PROPERTY OF MR. ED L.
 GE0954'ABINGTON) AND IN THE SOUTHWEST 1/4 OF SECTION 24, T 24 N,
 GE0954'R 5 E.
 GE0954'
 GE0954'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 GE0954'AND STATE HIGHWAY 53 AT THE SOUTHWEST EDGE OF POPLAR BLUFF, GO
 GE0954'SOUTHWEST ON HIGHWAY 67 FOR 2.6 MILES TO COUNTY ROAD M LEADING
 GE0954'TO THE RIGHT AND THE STATE HIGHWAY PATROL QUARTERS ON THE
 GE0954'LEFT, CONTINUE SOUTHERLY ON THE HIGHWAY FOR 1.55 MILES TO A
 GE0954'STORE ON THE RIGHT AND THE STATION ON THE LEFT, CONTINUE
 GE0954'SOUTH ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON
 GE0954'THE RIGHT AS DESCRIBED.
 GE0954'
 GE0954'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF A 10-INCH
 GE0954'SQUARE CONCRETE POSTS.
 GE0954'
 GE0954'THE STATION MARKS ARE STAMPED CANE 1957.  THE SURFACE MARK
 GE0954'PROJECTS 4 INCHES.  IT IS 179 FEET SOUTH-SOUTHWEST OF THE
 GE0954'SOUTHWEST CORNER OF THE ABINGTON FARM HOME, 60 FEET EAST
 GE0954'OF THE CENTER OF THE HIGHWAY, 20 FEET EAST OF A T-FENCE
 GE0954'CORNER, 19 FEET EAST OF ARIGHT-OF-WAY FENCE, 5 FEET
 GE0954'SOUTH-SOUTHEAST OF A POWERLINE POLE AND 2 FEET NORTH OF A
 GE0954'FENCE DIVIDING TWO FIELDS.  THE UNDERGROUND DISK IS SET IN
 GE0954'A IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 GE0954'SURFACE.
 GE0954'
 GE0954'REFERENCE MARK 1 IS STAMPED CANE NO 1 1957 AND THE MARK
 GE0954'PROJECTS 4 INCHES.  IT IS 58 FEET EAST OF THE CENTER OF THE
 GE0954'HIGHWAY, 52 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GE0954'FARM HOME, 18 FEET EAST OF A TELEPHONE POLE, 14 FEET EAST
 GE0954'OF A FENCE CORNER (IN THE SOUTHWEST CORNER OF THE YARD) AND
 GE0954'IN A FENCE LINE.
 GE0954'
 GE0954'REFERENCE MARK 2 IS STAMPED CANE NO 2 1957 AND THE MARK
 GE0954'PROJECTS 3 INCHES.  IT IS 33 FEET SOUTHEAST OF THE SOUTHEAST
 GE0954'CORNER OF THE FARM HOME, 13 FEET WEST OF A FENCE CORNER
 GE0954'(IN THE SOUTHEAST CORNER OF THE YARD) AND IN A FENCE LINE.
 GE0954'
 GE0954'THE AZIMUTH MARK IS STAMPED CANE 1957 AND THE MARK PROJECTS
 GE0954'6 INCHES.  IT IS 38 FEET WEST OF THE CENTER OF THE HIGHWAY, 72 FEET
 GE0954'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A SIDE ROAD
 GE0954'AND THE HIGHWAY AND 13 FEET SOUTH OF THE CENTER OF A FARM
 GE0954'DRIVEWAY.  A WHITE POST WAS SET 1-1/2 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0736 ***********************************************************************
 GF0736  DESIGNATION -  CANEY LOOKOUT TOWER
 GF0736  PID         -  GF0736
 GF0736  STATE/COUNTY-  MO/OZARK
 GF0736  USGS QUAD   -  PROTEM NE (1980)
 GF0736
 GF0736                         *CURRENT SURVEY CONTROL
 GF0736  ___________________________________________________________________
 GF0736* NAD 83(1997)-  36 44 49.63913(N)    092 45 18.73169(W)     ADJUSTED  
 GF0736* NAVD 88     -                                                        
 GF0736  ___________________________________________________________________
 GF0736  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 GF0736  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GF0736
 GF0736  HORZ ORDER  -  THIRD
 GF0736
 GF0736.The horizontal coordinates were established by classical geodetic methods
 GF0736.and adjusted by the National Geodetic Survey in February 2000..
 GF0736
 GF0736
 GF0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0736
 GF0736.The geoid height was determined by GEOID03.
 GF0736
 GF0736;                    North         East     Units Scale Factor Converg.
 GF0736;SPC MO C     -   101,421.612   477,210.425   MT  0.99993973   -0 09 09.7
 GF0736;UTM  15      - 4,066,848.318   521,852.989   MT  0.99960588   +0 08 47.3
 GF0736
 GF0736                          SUPERSEDED SURVEY CONTROL
 GF0736
 GF0736  NAD 83(1997)-  36 44 49.64160(N)    092 45 18.72969(W) AD(       ) 4
 GF0736  NAD 83(1986)-  36 44 49.64896(N)    092 45 18.73080(W) AD(       ) 4
 GF0736  NAD 27      -  36 44 49.43000(N)    092 45 18.12000(W) AD(       ) 3
 GF0736
 GF0736.Superseded values are not recommended for survey control.
 GF0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0736.See file dsdata.txt to determine how the superseded data were derived.
 GF0736
 GF0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2185366848(NAD 83)
 GF0736_MARKER: 57 = LOOKOUT TOWER
 GF0736
 GF0736  HISTORY     - Date     Condition        Report By
 GF0736  HISTORY     - 1954     FIRST OBSERVED   CGS
 GF0736
 GF0736                          STATION DESCRIPTION
 GF0736
 GF0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0736'THE STATION IS ABOUT 8-1/2 MILES EAST OF BRADLEYVILLE, IN THE
 GF0736'MARK TWAIN NATIONAL FOREST.  IT IS A FOUR LEGGED STEEL
 GF0736'STRUCTURE ABOUT 110 FEET HIGH SUPPORTING AN OBSERVATION
 GF0736'CABIN.  THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1278 ***********************************************************************
 LF1278  DESIGNATION -  CANN
 LF1278  PID         -  LF1278
 LF1278  STATE/COUNTY-  MO/ANDREW
 LF1278  USGS QUAD   -  BOLCKOW (1984)
 LF1278
 LF1278                         *CURRENT SURVEY CONTROL
 LF1278  ___________________________________________________________________
 LF1278* NAD 83(1997)-  40 05 45.16583(N)    094 46 35.30008(W)     ADJUSTED  
 LF1278* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 LF1278  ___________________________________________________________________
 LF1278  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LF1278  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LF1278
 LF1278  HORZ ORDER  -  FIRST
 LF1278
 LF1278.The horizontal coordinates were established by classical geodetic methods
 LF1278.and adjusted by the National Geodetic Survey in February 2000..
 LF1278
 LF1278.The orthometric height was scaled from a topographic map.
 LF1278
 LF1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1278
 LF1278.The geoid height was determined by GEOID03.
 LF1278
 LF1278;                    North         East     Units Scale Factor Converg.
 LF1278;SPC MO W     -   436,149.936   826,425.393   MT  0.99994802   -0 10 41.0
 LF1278;UTM  15      - 4,439,911.251   348,568.977   MT  0.99988230   -1 08 39.8
 LF1278
 LF1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1278!SPC MO W     -   0.99995318  x   0.99994802  =   0.99990121
 LF1278!UTM  15      -   0.99995318  x   0.99988230  =   0.99983549
 LF1278
 LF1278|---------------------------------------------------------------------|
 LF1278| PID    Reference Object                     Distance      Geod. Az  |
 LF1278|                                                           dddmmss.s |
 LF1278| CL7024 CANN RM 1                            65.111 METERS 07741     |
 LF1278| CL7023 CANN AZ MK                                         0781824.3 |
 LF1278| CL7025 CANN RM 2                            30.852 METERS 14025     |
 LF1278| KE1516 COURTNEY                            APPROX.17.2 KM 1403456.1 |
 LF1278| CL7026 CANN RM 3                            24.519 METERS 35113     |
 LF1278|---------------------------------------------------------------------|
 LF1278
 LF1278                          SUPERSEDED SURVEY CONTROL
 LF1278
 LF1278  NAD 83(1997)-  40 05 45.16561(N)    094 46 35.30017(W) AD(       ) 1
 LF1278  NAD 83(1997)-  40 05 45.16509(N)    094 46 35.30102(W) AD(       ) 1
 LF1278  NAD 83(1986)-  40 05 45.16644(N)    094 46 35.29680(W) AD(       ) 1
 LF1278  NAD 27      -  40 05 45.19300(N)    094 46 34.41400(W) AD(       ) 1
 LF1278
 LF1278.Superseded values are not recommended for survey control.
 LF1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1278.See file dsdata.txt to determine how the superseded data were derived.
 LF1278
 LF1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE4856939911(NAD 83)
 LF1278_MARKER: DH = HORIZONTAL CONTROL DISK
 LF1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1278_STAMPING: CANN 1934
 LF1278_MARK LOGO: CGS   
 LF1278_PROJECTION: FLUSH
 LF1278_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LF1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1278+STABILITY: SURFACE MOTION
 LF1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1278+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1994
 LF1278
 LF1278  HISTORY     - Date     Condition        Report By
 LF1278  HISTORY     - 1934     MONUMENTED       CGS
 LF1278  HISTORY     - 1945     GOOD             CGS
 LF1278  HISTORY     - 1948     GOOD             CGS
 LF1278  HISTORY     - 1962     GOOD             CGS
 LF1278  HISTORY     - 19940328 GOOD             MODNR
 LF1278
 LF1278                          STATION DESCRIPTION
 LF1278
 LF1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1278'STATION IS ABOUT 2-3/4 MILES ESE OF BOLCKOW, ABOUT 2-1/2 MILES
 LF1278'NNW OF REA, ABOUT 12 MILES NNE OF SAVANNAH, IN THE NW 1/4 SEC.
 LF1278'18, T 61 N., R. 34 W., ON FARM OWNED BY MRS. JENNIE CANN OF
 LF1278'BOLCKOW.  IT IS IN ORCHARD LOT, NEAR ITS W SIDE, 232 FEET W OF
 LF1278'CENTER LINE OF THE ROAD, 212 FEET W OF THE HEDGE RIGHT-OF-WAY
 LF1278'FENCE THAT ENCLOSES THE LOT ON THE E, 163 FEET NNW OF NW CORNER
 LF1278'OF THE HOUSE (BRICK KITCHEN), 15 FEET E OF THE W LOT
 LF1278'FENCE, 18 FEET SSE OF A 12-INCH APPLE TREE, AND 22 FEET NNE OF
 LF1278'THE 12-INCH APPLE TREE WHICH IS AT THE S END OF THE ROW OF
 LF1278'THREE TREES.  THE MARK IS FLUSH WITH THE SURFACE.
 LF1278'
 LF1278'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 LF1278'DISKS SET IN CONCRETE.
 LF1278'
 LF1278'AZIMUTH MARK IS ENE OF STATION, 15 FEET S OF CENTER LINE OF ROAD,
 LF1278'1 FOOT N OF RIGHT-OF-WAY FENCE, AND ABOUT 40 FEET SW OF SW CORNER
 LF1278'OF MRS. CARRIE KENTS YARD.  IT PROJECTS 4 INCHES.
 LF1278'
 LF1278'REFERENCE MARK 1 IS ENE OF THE STATION, AT E SIDE OF LOT,
 LF1278'1 FOOT W OF THE HEDGE RIGHT-OF-WAY FENCE, 21 FEET W OF CENTER LINE
 LF1278'OF ROAD, AND 18 FEET SE OF AN INCLINED APPLE TREE.  IT PROJECTS 1
 LF1278'INCH.
 LF1278'
 LF1278'REFERENCE MARK 2 IS SE OF THE STATION, AT S SIDE OF LOT, 17 FEET
 LF1278'SSW OF A 10-INCH APPLE TREE, 33 FEET NW OF A 40-INCH ELM TREE WHICH
 LF1278'STANDS AT N SIDE OF YARD, 75 FEET N OF BRICK KITCHEN, AND 190.02
 LF1278'FEET SW OF REFERENCE MARK 1.  IT PROJECTS 2 INCHES.
 LF1278'
 LF1278'TO REACH STATION FROM SAVANNAH, GO N OF U.S. HIGHWAY 71 FOR ABOUT
 LF1278'12.5 MILES TO JUNCTION WITH COUNTY ROAD B, THENCE E ON COUNTY
 LF1278'ROAD B FOR 2.5 MILES TO BOLCKOW, THENCE E ON GRADED DIRT ROAD 2.0
 LF1278'MILES TO CROSSROADS, THENCE S 1.0 MILE TO CROSSROADS, THENCE E 0.5
 LF1278'MILE TO CROSSROADS, THENCE S 0.15 MILE TO HOUSE AND STATION ON W
 LF1278'SIDE OF ROAD.
 LF1278'
 LF1278'AN 87-FOOT SIGNAL AT GIBSON COMES INTO VIEW AT 20 FEET.
 LF1278'
 LF1278'AN 87-FOOT SIGNAL AT COURTNEY COMES INTO VIEW AT 55 FEET.
 LF1278'
 LF1278'AN 87-FOOT SIGNAL AT HOLT COMES INTO VIEW AT 25 FEET.
 LF1278'
 LF1278'AN 87-FOOT SIGNAL AT FANNON COMES INTO VIEW AT 55 FEET.
 LF1278'
 LF1278'A 97-FOOT SIGNAL AT WIEDERHOLT COMES INTO VIEW AT 85 FEET.
 LF1278'
 LF1278'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 LF1278
 LF1278                          STATION RECOVERY (1945)
 LF1278
 LF1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1278'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1934.  ALL MARKS
 LF1278'WERE CHECKED AND FOUND CORRECT EXCEPT REFERENCE MARK 2 WHICH
 LF1278'IS OBSTRUCTED BY A CHICKEN HOUSE.  A NEW REFERENCE MARK WAS
 LF1278'ESTABLISHED AT THIS STATION.  A NEW DESCRIPTION FOLLOWS-
 LF1278'
 LF1278'THE STATION IS LOCATED ABOUT 2-1/2 MILES NW OF REA, ABOUT 12 MILES
 LF1278'NE OF SAVANNAH, ON LAND OWNED BY MRS. JENNIE CANN OF BOLCKOW.  IT
 LF1278'IS NEAR THE SW CORNER OF AN ORCHARD LOT, APPROXIMATELY 165 FEET NW
 LF1278'OF THE NW CORNER OF A HOUSE, 35 FEET NW OF THE NW CORNER OF A
 LF1278'CHICKEN HOUSE, AND 14.8 FEET E OF A N-W FENCE LINE.  THE DISK IS
 LF1278'STAMPED CANN 1934 AND IS SET FLUSH WITH THE GROUND.  IT IS
 LF1278'WITNESSED BY A STANDARD REFERENCE POST.
 LF1278'
 LF1278'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 LF1278'SET IN CONCRETE.
 LF1278'
 LF1278'REFERENCE MARK 1 IS 213.62 FEET E OF THE STATION, 20 FEET W OF THE
 LF1278'APPROXIMATE CENTER LINE OF A ROAD, 3 FEET E OF A N-S FENCE
 LF1278'LINE, AND 126 FEET N OF A FENCE CORNER AT A DRIVEWAY.  THE DISK IS
 LF1278'STAMPED CANN RM NO 1 1934 AND PROJECTS 4 INCHES.
 LF1278'
 LF1278'REFERENCE MARK 2 IS 101.22 FEET (1934 DISTANCE) SE OF THE STATION
 LF1278'AND 1 FOOT N OF AN E-W FENCE LINE.  THE DISK IS STAMPED CANN 1934
 LF1278'RM NO 2 AND PROJECTS 4 INCHES.
 LF1278'
 LF1278'REFERENCE MARK 3 IS 80.44 FEET N OF THE STATION, IN A N-S FENCE
 LF1278'LINE.  THE DISK IS STAMPED CANN RM NO 3 1945 AND IS SET FLUSH WITH
 LF1278'THE GROUND.
 LF1278'
 LF1278'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE E OF THE STATION, ON THE S
 LF1278'SIDE OF A DIRT ROAD, AND NEAR THE EDGE OF A FIELD.  IT IS 18
 LF1278'FEET S OF THE APPROXIMATE CENTER LINE OF THE ROAD, 4.8 FEET N OF AN
 LF1278'E-W FENCE LINE, AND OPPOSITE A DRIVEWAY TO A HOUSE ON THE N SIDE
 LF1278'OF THE ROAD.  THE DISK IS STAMPED CANN 1934 AZIMUTH AND PROJECTS
 LF1278'4 INCHES.  IT IS WITNESSED BY A STANDARD REFERENCE POST.
 LF1278'
 LF1278'TO REACH THE STATION FROM THE DEPOT IN BOLCKOW, GO E ON A DIRT
 LF1278'ROAD FOR 2.05 MILES TO A DIRT CROSS ROAD.  TURN RIGHT AND GO 1 MILE
 LF1278'TO ANOTHER DIRT CROSS ROAD, HERE TURN LEFT FOR 0.5 MILE TO ANOTHER
 LF1278'CROSS ROAD.* TURN RIGHT AND GO 0.15 MILE TO A DRIVEWAY AND HOUSE
 LF1278'ON THE RIGHT AND THE STATION AS DESCRIBED.
 LF1278'
 LF1278'*HERE GO STRAIGHT AHEAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT
 LF1278'AS DESCRIBED.
 LF1278'
 LF1278'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LF1278
 LF1278                          STATION RECOVERY (1948)
 LF1278
 LF1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 LF1278'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LF1278'CONDITION.  THE ORCHARD IS NOW A HOG LOT AND MOST OF THE TREES
 LF1278'HAVE BEEN DESTROYED.  THE LINE OF SIGHT BETWEEN THE STATION
 LF1278'AND REFERENCE MARK NO. 2 HAS BEEN OBSTRUCTED BY A BUILDING.
 LF1278'THE STATION HAS BEEN VISITED BUT NOT OBSERVED.
 LF1278'
 LF1278'A NEW DESCRIPTION FOLLOWS.
 LF1278'
 LF1278'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH-NORTHWEST OF REA
 LF1278'AND ABOUT 12 MILES NORTH-NORTHEAST OF SAVANNAH, IN THE HOG LOT
 LF1278'OF A FARMYARD.  IT IS 232 FEET WEST OF THE CENTER OF A
 LF1278'NORTH-SOUTH DIRT ROAD, 212 FEET WEST OF A HEDGE ROW AND 163 FEET
 LF1278'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE.  IT IS
 LF1278'STAMPED CANN 1934 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LF1278'
 LF1278'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 2 FEET
 LF1278'EAST OF A NORTH-SOUTH FENCE LINE AND 21 FEET WEST OF THE CENTER
 LF1278'OF A NORTH-SOUTH DIRT ROAD.  IT IS STAMPED CANN NO 1 1934 AND
 LF1278'PROJECTS 4 INCHES.
 LF1278'
 LF1278'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 75 FEET NORTH
 LF1278'OF THE NORTHWEST CORNER OF THE HOUSE AND 33 FEET NORTHWEST OF
 LF1278'A 40 INCH ELM TREE.  IT IS STAMPED CANN NO 2 1934 AND PROJECTS
 LF1278'6 INCHES.
 LF1278'
 LF1278'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LF1278'DIRT ROAD AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 LF1278'STAMPED CANN 1934 AZIMUTH AND PROJECTS 6 INCHES.
 LF1278'
 LF1278'TO REACH THE STATION FROM THE RAILROAD CROSSING IN REA, GO WEST
 LF1278'0.1 MILE TO A CROSSROAD, TURN RIGHT, NORTH, AND GO 1.0 MILE TO
 LF1278'A T INTERSECTION, TURN LEFT, WEST, AND GO 0.5 MILE TO A SIDE
 LF1278'ROAD RIGHT, TURN RIGHT, NORTH AND GO 1.35 MILE TO A FARM HOUSE
 LF1278'ON THE LEFT AND THE STATION AS DESCRIBED.
 LF1278
 LF1278                          STATION RECOVERY (1962)
 LF1278
 LF1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LF1278'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND AS
 LF1278'DESCRIBED EXCEPT THE AZIMUTH MARK WHICH HAD BEEN DISPLACED.  THE
 LF1278'AZIMUTH MARK HAD BEEN HIT BY ROAD MACHINERY AND WAS LEANING TO THE
 LF1278'WEST.  THE LAND UPON WHICH THE STATION IS LOCATED IS OWNED BY
 LF1278'WILMA NICHOL AND FARMED BY MR. LEO WILMES, NOW.  THE 1934
 LF1278'DESCRIPTION IS ADEQUATE.
 LF1278
 LF1278                          STATION RECOVERY (1994)
 LF1278
 LF1278'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 LF1278'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS IN AN CULTIVATED
 LF1278'FIELD AND PROJECTS ABOUT 3 INCHES.  AT THE REQUEST OF THE LANDOWNER
 LF1278'GEORGE SALMONS, THE STATION WAS LOWERED AND IS NOW ABOUT 20 INCHES
 LF1278'BELOW GROUND.  ALL THREE REFERENCE MARKS WERE RECOVERED, HOWEVER RM 2
 LF1278'AND RM 3 WILL BE DESTROYED.  RM 1 IS TILTED BUT STILL USABLE TO FIND
 LF1278'THE STATION, A CARSONITE POST WAS PLACED 2 FT (0.6 M) SOUTH OF RM 1.
 LF1278'THE NEW STATION DISK WAS STAMPED CANN 1934, RESET 1994.  TO REACH THE
 LF1278'STATION FROM THE POST OFFICE IN REA, GO WEST 0.1 MI (0.2 KM) TO ROAD
 LF1278'NO.  117 TURN RIGHT AND GO NORTH 1.0 MI (1.6 KM) TO A -T-
 LF1278'INTERSECTION, TURN LEFT AND GO WEST 0.5 MI (0.8 KM) TO A -T-
 LF1278'INTERESETION WITH ROAD NO.119, GO NORTH ON FOR 1.35 MI (2.17 KM) TO RM
 LF1278'1 ON THE LEFT AND THE STATION 213 FT (64.9 M) OUT IN THE FIELD. THE
 LF1278'MONUMENT IS 20 INCHES BELOW GROUND IN AN OPEN FIELD, THERE IS A METEL
 LF1278'ROD ALONG SIDE IF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0960 ***********************************************************************
 HD0960  DESIGNATION -  CANNON AZ MK
 HD0960  PID         -  HD0960
 HD0960  STATE/COUNTY-  MO/ST CLAIR
 HD0960  USGS QUAD   -  VISTA (1991)
 HD0960
 HD0960                         *CURRENT SURVEY CONTROL
 HD0960  ___________________________________________________________________
 HD0960* NAD 83(1986)-  37 53 52.     (N)    093 40 46.     (W)     SCALED    
 HD0960* NAVD 88     -       302.137  (meters)     991.26   (feet)  ADJUSTED  
 HD0960  ___________________________________________________________________
 HD0960  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HD0960  DYNAMIC HT  -         301.910 (meters)     990.52  (feet)  COMP
 HD0960  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 HD0960
 HD0960  VERT ORDER  -  SECOND    CLASS 0
 HD0960
 HD0960.The horizontal coordinates were scaled from a topographic map and have
 HD0960.an estimated accuracy of +/- 6 seconds.
 HD0960
 HD0960.The orthometric height was determined by differential leveling
 HD0960.and adjusted by the National Geodetic Survey in June 1991..
 HD0960
 HD0960.The geoid height was determined by GEOID03.
 HD0960
 HD0960.The dynamic height is computed by dividing the NAVD 88
 HD0960.geopotential number by the normal gravity value computed on the
 HD0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0960.degrees latitude (g = 980.6199 gals.).
 HD0960
 HD0960.The modeled gravity was interpolated from observed gravity values.
 HD0960
 HD0960;                    North         East    Units  Estimated Accuracy
 HD0960;SPC MO W     -   192,420.      922,170.      MT  (+/- 180 meters Scaled)
 HD0960
 HD0960                          SUPERSEDED SURVEY CONTROL
 HD0960
 HD0960  NGVD 29 (??/??/92)  302.022  (m)          990.88   (f) ADJ UNCH    2 0
 HD0960
 HD0960.Superseded values are not recommended for survey control.
 HD0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0960.See file dsdata.txt to determine how the superseded data were derived.
 HD0960
 HD0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB402946(NAD 83)
 HD0960_MARKER: DZ = AZIMUTH MARK DISK
 HD0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0960_STAMPING: CANNON 1948
 HD0960_MARK LOGO: CGS   
 HD0960_PROJECTION: FLUSH
 HD0960_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0960+STABILITY: SURFACE MOTION
 HD0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0960+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 HD0960
 HD0960  HISTORY     - Date     Condition        Report By
 HD0960  HISTORY     - 1948     MONUMENTED       CGS
 HD0960  HISTORY     - 1963     GOOD             NGS
 HD0960  HISTORY     - 19940913 GOOD             MODNR
 HD0960
 HD0960                          STATION DESCRIPTION
 HD0960
 HD0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0960'3.3 MI WNW FROM COLLINS.
 HD0960'3.3 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0960'WITH STATE ROAD 13 TO THE TOP OF A GRADE, 0.4 MILE NORTH OF THE
 HD0960'CURVE WHERE HIGHWAY 54 TURNS NORTH, 0.1 MILE NORTH OF A HOUSE,
 HD0960'39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTHWEST
 HD0960'OF A METAL WITNESS POST, 2 FEET SOUTH OF A POWER POLE, ABOUT 2
 HD0960'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HD0960'CONCRETE POST PROJECTING 4 INCHES.
 HD0960
 HD0960                          STATION RECOVERY (1994)
 HD0960
 HD0960'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0960'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0957 ***********************************************************************
 HD0957  DESIGNATION -  CANNON RM 1
 HD0957  PID         -  HD0957
 HD0957  STATE/COUNTY-  MO/ST CLAIR
 HD0957  USGS QUAD   -  VISTA (1991)
 HD0957
 HD0957                         *CURRENT SURVEY CONTROL
 HD0957  ___________________________________________________________________
 HD0957* NAD 83(1986)-  37 53 29.     (N)    093 40 38.     (W)     SCALED    
 HD0957* NAVD 88     -       305.781  (meters)    1003.22   (feet)  ADJUSTED  
 HD0957  ___________________________________________________________________
 HD0957  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HD0957  DYNAMIC HT  -         305.550 (meters)    1002.46  (feet)  COMP
 HD0957  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 HD0957
 HD0957  VERT ORDER  -  SECOND    CLASS 0
 HD0957
 HD0957.The horizontal coordinates were scaled from a topographic map and have
 HD0957.an estimated accuracy of +/- 6 seconds.
 HD0957
 HD0957.The orthometric height was determined by differential leveling
 HD0957.and adjusted by the National Geodetic Survey in June 1991..
 HD0957
 HD0957.The geoid height was determined by GEOID03.
 HD0957
 HD0957.The dynamic height is computed by dividing the NAVD 88
 HD0957.geopotential number by the normal gravity value computed on the
 HD0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0957.degrees latitude (g = 980.6199 gals.).
 HD0957
 HD0957.The modeled gravity was interpolated from observed gravity values.
 HD0957
 HD0957;                    North         East    Units  Estimated Accuracy
 HD0957;SPC MO W     -   191,710.      922,370.      MT  (+/- 180 meters Scaled)
 HD0957
 HD0957                          SUPERSEDED SURVEY CONTROL
 HD0957
 HD0957  NGVD 29 (??/??/92)  305.666  (m)         1002.84   (f) ADJ UNCH    2 0
 HD0957
 HD0957.Superseded values are not recommended for survey control.
 HD0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0957.See file dsdata.txt to determine how the superseded data were derived.
 HD0957
 HD0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB404939(NAD 83)
 HD0957_MARKER: DR = REFERENCE MARK DISK
 HD0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0957_STAMPING: CANNON NO 1 1948
 HD0957_MARK LOGO: CGS   
 HD0957_PROJECTION: FLUSH
 HD0957_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0957+STABILITY: SURFACE MOTION
 HD0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0957+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 HD0957
 HD0957  HISTORY     - Date     Condition        Report By
 HD0957  HISTORY     - 1948     MONUMENTED       CGS
 HD0957  HISTORY     - 1963     GOOD             NGS
 HD0957  HISTORY     - 19940913 GOOD             MODNR
 HD0957
 HD0957                          STATION DESCRIPTION
 HD0957
 HD0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0957'3 MI W FROM COLLINS.
 HD0957'2.95 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0957'WITH STATE ROAD 13 TO JUNCTION OF U.S. HIGHWAY 54 AND STATE
 HD0957'ROAD PP, THENCE 0.1 MILE SOUTHWEST ALONG STATE ROAD PP TO A WOODEN
 HD0957'GATE ON THE WEST SIDE OF A ROAD AND THE TRIANGULATION STATION, 0.05
 HD0957'MILE SOUTH-SOUTHEAST OF A HOUSE, 62.3 FEET NORTH OF CANNON 1948,
 HD0957'42 FEET WEST OF THE CENTER LINE OF STATE ROAD PP, 1 FOOT WEST OF A
 HD0957'FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 HD0957'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HD0957
 HD0957                          STATION RECOVERY (1994)
 HD0957
 HD0957'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0957'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0958 ***********************************************************************
 HD0958  DESIGNATION -  CANNON RM 2
 HD0958  PID         -  HD0958
 HD0958  STATE/COUNTY-  MO/ST CLAIR
 HD0958  USGS QUAD   -  VISTA (1991)
 HD0958
 HD0958                         *CURRENT SURVEY CONTROL
 HD0958  ___________________________________________________________________
 HD0958* NAD 83(1986)-  37 53 29.     (N)    093 40 38.     (W)     SCALED    
 HD0958* NAVD 88     -       305.879  (meters)    1003.54   (feet)  ADJUSTED  
 HD0958  ___________________________________________________________________
 HD0958  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HD0958  DYNAMIC HT  -         305.649 (meters)    1002.78  (feet)  COMP
 HD0958  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 HD0958
 HD0958  VERT ORDER  -  SECOND    CLASS 0
 HD0958
 HD0958.The horizontal coordinates were scaled from a topographic map and have
 HD0958.an estimated accuracy of +/- 6 seconds.
 HD0958
 HD0958.The orthometric height was determined by differential leveling
 HD0958.and adjusted by the National Geodetic Survey in June 1991..
 HD0958
 HD0958.The geoid height was determined by GEOID03.
 HD0958
 HD0958.The dynamic height is computed by dividing the NAVD 88
 HD0958.geopotential number by the normal gravity value computed on the
 HD0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0958.degrees latitude (g = 980.6199 gals.).
 HD0958
 HD0958.The modeled gravity was interpolated from observed gravity values.
 HD0958
 HD0958;                    North         East    Units  Estimated Accuracy
 HD0958;SPC MO W     -   191,710.      922,370.      MT  (+/- 180 meters Scaled)
 HD0958
 HD0958                          SUPERSEDED SURVEY CONTROL
 HD0958
 HD0958  NGVD 29 (??/??/92)  305.764  (m)         1003.16   (f) ADJ UNCH    2 0
 HD0958
 HD0958.Superseded values are not recommended for survey control.
 HD0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0958.See file dsdata.txt to determine how the superseded data were derived.
 HD0958
 HD0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB404939(NAD 83)
 HD0958_MARKER: DR = REFERENCE MARK DISK
 HD0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0958_STAMPING: CANNON NO 2 1948
 HD0958_MARK LOGO: CGS   
 HD0958_PROJECTION: FLUSH
 HD0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0958+STABILITY: SURFACE MOTION
 HD0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0958+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 HD0958
 HD0958  HISTORY     - Date     Condition        Report By
 HD0958  HISTORY     - 1948     MONUMENTED       CGS
 HD0958  HISTORY     - 1963     GOOD             NGS
 HD0958  HISTORY     - 19940913 GOOD             MODNR
 HD0958
 HD0958                          STATION DESCRIPTION
 HD0958
 HD0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0958'3 MI W FROM COLLINS.
 HD0958'2.95 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION WITH
 HD0958'STATE ROAD 13 TO THE JUNCTION OF U.S. HIGHWAY 54 AND STATE ROAD
 HD0958'PP, THENCE 0.1 MILE SOUTHWEST ALONG STATE ROAD PP TO A WOODEN
 HD0958'GATE ON THE WEST SIDE OF THE ROAD, 0.05 MILE SOUTH OF A HOUSE,
 HD0958'61.2 FEET WEST OF CANNON 1948, 13 FEET NORTH OF A FARM ROAD,
 HD0958'1 1/2 FEET NORTH OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HD0958'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 HD0958'THE GROUND.
 HD0958
 HD0958                          STATION RECOVERY (1994)
 HD0958
 HD0958'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0958'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0613 ***********************************************************************
 HD0613  DESIGNATION -  CANSLER AZ MK
 HD0613  PID         -  HD0613
 HD0613  STATE/COUNTY-  MO/POLK
 HD0613  USGS QUAD   -  POLK (1950)
 HD0613
 HD0613                         *CURRENT SURVEY CONTROL
 HD0613  ___________________________________________________________________
 HD0613* NAD 83(1986)-  37 41 55.     (N)    093 21 54.     (W)     SCALED    
 HD0613* NAVD 88     -       335.144  (meters)    1099.55   (feet)  ADJUSTED  
 HD0613  ___________________________________________________________________
 HD0613  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HD0613  DYNAMIC HT  -         334.892 (meters)    1098.72  (feet)  COMP
 HD0613  MODELED GRAV-     979,867.4   (mgal)                       NAVD 88
 HD0613
 HD0613  VERT ORDER  -  SECOND    CLASS 0
 HD0613
 HD0613.The horizontal coordinates were scaled from a topographic map and have
 HD0613.an estimated accuracy of +/- 6 seconds.
 HD0613
 HD0613.The orthometric height was determined by differential leveling
 HD0613.and adjusted by the National Geodetic Survey in June 1991..
 HD0613
 HD0613.The geoid height was determined by GEOID03.
 HD0613
 HD0613.The dynamic height is computed by dividing the NAVD 88
 HD0613.geopotential number by the normal gravity value computed on the
 HD0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0613.degrees latitude (g = 980.6199 gals.).
 HD0613
 HD0613.The modeled gravity was interpolated from observed gravity values.
 HD0613
 HD0613;                    North         East    Units  Estimated Accuracy
 HD0613;SPC MO C     -   207,330.      423,720.      MT  (+/- 180 meters Scaled)
 HD0613
 HD0613                          SUPERSEDED SURVEY CONTROL
 HD0613
 HD0613  NGVD 29 (??/??/92)  335.034  (m)         1099.19   (f) ADJ UNCH    2 0
 HD0613
 HD0613.Superseded values are not recommended for survey control.
 HD0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0613.See file dsdata.txt to determine how the superseded data were derived.
 HD0613
 HD0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB678724(NAD 83)
 HD0613_MARKER: DB = BENCH MARK DISK
 HD0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0613_STAMPING: CANSLER 1939
 HD0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0613+STABILITY: SURFACE MOTION
 HD0613
 HD0613  HISTORY     - Date     Condition        Report By
 HD0613  HISTORY     - 1939     MONUMENTED       CGS
 HD0613
 HD0613                          STATION DESCRIPTION
 HD0613
 HD0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 HD0613'7.2 MI N FROM BOLIVAR.
 HD0613'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK
 HD0613'COUNTY, ALONG STATE HIGHWAY NO. 64, THENCE 6.4 MILES NORTH ALONG
 HD0613'COUNTY HIGHWAY D, 0.1 MILE WEST ALONG A GRAVELED ROAD TO SITE
 HD0613'OF MARK, ON A NORTH AND SOUTH FENCE LINE, 90.0 FEET NORTH AND
 HD0613'2.0 FEET LOWER THAN THE CENTERLINE OF THE ROAD, 33.0 FEET SOUTH
 HD0613'OF AN 8-INCH WALNUT TREE, 1.0 FOOT EAST OF A 4-BY-4 INCH MARKER
 HD0613'POST.  A BRONZE DISK, STAMPED CANSLER 1939 AND SET IN THE TOP OF,
 HD0613'A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0615 ***********************************************************************
 HD0615  DESIGNATION -  CANSLER RESET
 HD0615  PID         -  HD0615
 HD0615  STATE/COUNTY-  MO/POLK
 HD0615  USGS QUAD   -  POLK (1950)
 HD0615
 HD0615                         *CURRENT SURVEY CONTROL
 HD0615  ___________________________________________________________________
 HD0615* NAD 83(1997)-  37 41 43.00700(N)    093 21 22.21278(W)     ADJUSTED  
 HD0615* NAVD 88     -       364.697  (meters)    1196.51   (feet)  ADJUSTED  
 HD0615  ___________________________________________________________________
 HD0615  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 HD0615  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HD0615  DYNAMIC HT  -         364.421 (meters)    1195.60  (feet)  COMP
 HD0615  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 HD0615
 HD0615  HORZ ORDER  -  FIRST
 HD0615  VERT ORDER  -  SECOND    CLASS 0
 HD0615
 HD0615.The horizontal coordinates were established by classical geodetic methods
 HD0615.and adjusted by the National Geodetic Survey in February 2000..
 HD0615
 HD0615.The orthometric height was determined by differential leveling
 HD0615.and adjusted by the National Geodetic Survey in June 1991..
 HD0615
 HD0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0615
 HD0615.The geoid height was determined by GEOID03.
 HD0615
 HD0615.The dynamic height is computed by dividing the NAVD 88
 HD0615.geopotential number by the normal gravity value computed on the
 HD0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0615.degrees latitude (g = 980.6199 gals.).
 HD0615
 HD0615.The modeled gravity was interpolated from observed gravity values.
 HD0615
 HD0615;                    North         East     Units Scale Factor Converg.
 HD0615;SPC MO C     -   206,957.447   424,494.685   MT  1.00000353   -0 31 24.7
 HD0615;UTM  15      - 4,172,066.226   468,600.206   MT  0.99961214   -0 13 04.0
 HD0615
 HD0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0615!SPC MO C     -   0.99994756  x   1.00000353  =   0.99995109
 HD0615!UTM  15      -   0.99994756  x   0.99961214  =   0.99955972
 HD0615
 HD0615|---------------------------------------------------------------------|
 HD0615| PID    Reference Object                     Distance      Geod. Az  |
 HD0615|                                                           dddmmss.s |
 HD0615| HD0616 CANSLER RM 1                         24.881 METERS 05722     |
 HD0615| HD1233 BUFFALO MUNICIPAL WATER TOWER       APPROX.24.0 KM 1031233.4 |
 HD0615| HD1245 BOLIVAR MUNICIPAL TANK              APPROX.10.2 KM 2072207.5 |
 HD0615| HD1240 BOLIVAR POLK COUNTY COURTHOUSE      APPROX.10.3 KM 2081205.3 |
 HD0615| HD1241 BOLIVAR MUNICIPAL STANDPIPE         APPROX.10.1 KM 2094916.9 |
 HD0615| HD0613 CANSLER AZ MK                                      2903743.2 |
 HD0615| HD0614 CANSLER RM 2                         29.221 METERS 32033     |
 HD0615|---------------------------------------------------------------------|
 HD0615
 HD0615                          SUPERSEDED SURVEY CONTROL
 HD0615
 HD0615  NAD 83(1997)-  37 41 43.01046(N)    093 21 22.21311(W) AD(       ) 1
 HD0615  NAD 83(1997)-  37 41 43.01839(N)    093 21 22.21238(W) AD(       ) 1
 HD0615  NAD 83(1986)-  37 41 43.01838(N)    093 21 22.21198(W) AD(       ) 1
 HD0615  NAD 27      -  37 41 42.88100(N)    093 21 21.50800(W) AD(       ) 1
 HD0615  NGVD 29 (??/??/92)  364.585  (m)         1196.14   (f) ADJ UNCH    2 0
 HD0615
 HD0615.Superseded values are not recommended for survey control.
 HD0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0615.See file dsdata.txt to determine how the superseded data were derived.
 HD0615
 HD0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6860072066(NAD 83)
 HD0615_MARKER: DS = TRIANGULATION STATION DISK
 HD0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0615_STAMPING: CANSLER 1939
 HD0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0615+STABILITY: SURFACE MOTION
 HD0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0615+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 HD0615
 HD0615  HISTORY     - Date     Condition        Report By
 HD0615  HISTORY     - 1939     MONUMENTED       CGS
 HD0615  HISTORY     - 1973     SEE DESCRIPTION  NGS
 HD0615  HISTORY     - 1973     GOOD             CGS
 HD0615  HISTORY     - 20010122 GOOD             LOCENG
 HD0615
 HD0615                          STATION DESCRIPTION
 HD0615
 HD0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD0615'ABOUT 8 MILES NORTHEAST OF BOLIVAR, 14 MILES WEST-NORTHWEST OF
 HD0615'BUFFALO, IN THE NORTHWEST QUARTER OF SEC. 8, T. 34 N., R. 22 W.,
 HD0615'ON PROPERTY OWNED AND TENANTED BY ERNEST CANSLER AND ON A SPARSELY
 HD0615'WOODED RISE OF PASTURE LAND.  SURFACE MARK IS STAMPED CANSLER 1939
 HD0615'AND PROJECTS 6 INCHES ABOVE GROUND.
 HD0615'
 HD0615'TO REACH FROM THE COURTHOUSE SQUARE IN BOLIVAR, DRIVE EAST 0.7
 HD0615'MILE ON STATE HIGHWAY 64 TO ITS JUNCTION WITH POLK COUNTY D, GO
 HD0615'LEFT (NORTHEAST) ON COUNTY ROAD FOR 4.9 MILES TO THE BRIDGE
 HD0615'OVER THE POMME DE TERRE RIVER, CONTINUE STRAIGHT AHEAD, TAKING
 HD0615'LEFT OF TWO FORKS, FOR 1.2 MILES TO A CROSS ROAD, TURN
 HD0615'RIGHT (EAST) AND GO 0.3 MILE TO FARM BUILDINGS AND A LOG
 HD0615'HOUSE ON THE RIGHT (SOUTH) GO RIGHT, PASSING BETWEEN BARN AND
 HD0615'HOUSE, THROUGH FARM DRIVE FOR 0.1 MILE TO A GATE AND PASTURE
 HD0615'LANE ON THE SOUTH SIDE OF THE BARN, PASS THROUGH THE GATE
 HD0615'AND GO SOUTHEAST, UPHILL, THROUGH THE PASTURE FOR 0.2 MILE
 HD0615'TO THE TOP OF THE RISE AND THE STATION.
 HD0615'
 HD0615'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HD0615'BRONZE DISKS SET IN CONCRETE.
 HD0615'
 HD0615'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, IS STAMPED
 HD0615'CANSLER NO. 1, 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 HD0615'
 HD0615'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, IS STAMPED
 HD0615'CANSLER NO. 2, 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 HD0615'
 HD0615'AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION IN A NORTH-SOUTH
 HD0615'FENCE LINE AND 90 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 HD0615'ROAD, IS STAMPED CANSLER 1939 AND PROJECTS 8 INCHES ABOVE
 HD0615'GROUND.
 HD0615'
 HD0615'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTHWEST 0.2 MILE TO
 HD0615'THE GATE, THEN NORTH 0.1 MILE TO THE EXIT OF THE FARM DRIVE
 HD0615'ON TO THE EAST-WEST ROAD, THEN GO LEFT (WEST) 0.3 MILE TO
 HD0615'CROSSROADS, CONTINUING STRAIGHT AHEAD FOR 0.1 MILE TO A FENCE
 HD0615'TO THE RIGHT (NORTH) AND THE MARK IN THE FENCE LINE.
 HD0615'
 HD0615'A 50-FOOT TOWER WILL CLEAR ALL LINES.
 HD0615'
 HD0615'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HD0615
 HD0615                          STATION RECOVERY (1973)
 HD0615
 HD0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 HD0615'THE SUB-SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 HD0615'MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK HAD
 HD0615'BEEN PUSHED OVER BY A BULL-DOZER WHEN THE AREA WAS CLEARED OFF.
 HD0615'THE AZIMUTH MARK IS OBSTRUCTED THIS DATE BY A PILE OF TREES (THE
 HD0615'PROPERTY OWNED MR. JOHN T. ROBERTS, ROUTE 3 BOLIVAR, MO., PLANS TO
 HD0615'BURN THE PILE OF TREES WHEN THEY DRY OUT.) A SURFACE STATION
 HD0615'MARK WAS SET DIRECTLY OVER THE SUB-SURFACE STATION MARK THIS
 HD0615'DATE.  THE DISTANCES TO THE REFERENCE MARKS CHECKED THE
 HD0615'PREVIOUS DISTANCES.  THE ANGLE BETWEEN THE REFERENCE MARKS MISSED
 HD0615'THE PREVIOUS ANGLE 2 MINUTES 26 SECONDS.
 HD0615'
 HD0615'FOLLOWING IS A NEW DESCRIPTION OF THE ROUTE TO REACH THE STATION
 HD0615'AND AZIMUTH MARK AND ADDITIONAL NOTES FOR THE MARKS.
 HD0615'
 HD0615'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN BOLIVAR, GO EAST
 HD0615'ON STATE HIGHWAY 32 FOR 0.9 MILE TO COUNTY ROUTE D ON THE LEFT.
 HD0615'TURN LEFT AND GO NORTH ON ROUTE D FOR 4.9 MILES TO A BRIDGE OVER THE
 HD0615'POMME DE TERRE RIVER.  CONTINUE NORTH ON ROUTE D FOR 1.25
 HD0615'MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 HD0615'FOR 0.3 MILE TO THE TOP OF A HILL AND A GATE ON THE RIGHT.
 HD0615'TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHEAST ACROSS
 HD0615'PASTURE, PASSING TO THE WEST OF A BARN, FOR 0.25 MILE TO THE
 HD0615'HIGHEAST PART OF A ROCKY RIDGE AND THE STATION.
 HD0615'
 HD0615'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CANSLER 1939
 HD0615'1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 HD0615'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET WEST OF
 HD0615'20-INCH TWIN OAK TREES.
 HD0615'
 HD0615'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD--TURN LEFT AND GO WEST
 HD0615'ON A GRAVELED ROAD FOR 0.1 MILE TO A GATE AND T-FENCE ON THE RIGHT
 HD0615'AND THE AZIMUTH MARK ON THE RIGHT, 75 FEET NORTH OF THE T-FENCE
 HD0615'CORNER AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 HD0615'
 HD0615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTHEAST
 HD0615'OF BOLIVAR.
 HD0615
 HD0615                          STATION RECOVERY (1973)
 HD0615
 HD0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1973
 HD0615'7.6 MI N FROM BOLIVAR.
 HD0615'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK
 HD0615'COUNTY, ALONG STATE HIGHWAY 64, THENCE 6.4 MILES NORTH ALONG
 HD0615'COUNTY HIGHWAY D, 0.3 MILE EAST ALONG A GRAVELED ROAD, 0.2 MILE
 HD0615'SOUTHEAST ACROSS A PASTURE TO THE TOP OF A HILL AND SITE OF
 HD0615'MARK, ON THE HIGHEST POINT OF A HILL, 161.0 FEET SOUTH OF AN
 HD0615'EAST AND WEST FENCE LINE, 54.0 FEET NORTHWEST OF A 12-INCH OAK
 HD0615'TREE AND 6.0 FEET NORTHWEST OF A 4-BY-4 INCH MARKER POST.  A
 HD0615'BRONZE DISK, STAMPED CANSLER 1939 AND SET IN THE TOP OF A CONCRETE
 HD0615'POST PROJECTING 5 INCHES ABOVE GROUND.
 HD0615
 HD0615                          STATION RECOVERY (2001)
 HD0615
 HD0615'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (CMC)
 HD0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0616 ***********************************************************************
 HD0616  DESIGNATION -  CANSLER RM 1
 HD0616  PID         -  HD0616
 HD0616  STATE/COUNTY-  MO/POLK
 HD0616  USGS QUAD   -  POLK (1950)
 HD0616
 HD0616                         *CURRENT SURVEY CONTROL
 HD0616  ___________________________________________________________________
 HD0616* NAD 83(1986)-  37 41 42.     (N)    093 21 22.     (W)     SCALED    
 HD0616* NAVD 88     -       364.199  (meters)    1194.88   (feet)  ADJUSTED  
 HD0616  ___________________________________________________________________
 HD0616  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HD0616  DYNAMIC HT  -         363.924 (meters)    1193.97  (feet)  COMP
 HD0616  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 HD0616
 HD0616  VERT ORDER  -  SECOND    CLASS 0
 HD0616
 HD0616.The horizontal coordinates were scaled from a topographic map and have
 HD0616.an estimated accuracy of +/- 6 seconds.
 HD0616
 HD0616.The orthometric height was determined by differential leveling
 HD0616.and adjusted by the National Geodetic Survey in June 1991..
 HD0616
 HD0616.The geoid height was determined by GEOID03.
 HD0616
 HD0616.The dynamic height is computed by dividing the NAVD 88
 HD0616.geopotential number by the normal gravity value computed on the
 HD0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0616.degrees latitude (g = 980.6199 gals.).
 HD0616
 HD0616.The modeled gravity was interpolated from observed gravity values.
 HD0616
 HD0616;                    North         East    Units  Estimated Accuracy
 HD0616;SPC MO C     -   206,930.      424,500.      MT  (+/- 180 meters Scaled)
 HD0616
 HD0616                          SUPERSEDED SURVEY CONTROL
 HD0616
 HD0616  NGVD 29 (??/??/92)  364.087  (m)         1194.51   (f) ADJ UNCH    2 0
 HD0616
 HD0616.Superseded values are not recommended for survey control.
 HD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0616.See file dsdata.txt to determine how the superseded data were derived.
 HD0616
 HD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB686720(NAD 83)
 HD0616_MARKER: DR = REFERENCE MARK DISK
 HD0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0616_STAMPING: CANSLER NO 1 1939
 HD0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0616+STABILITY: SURFACE MOTION
 HD0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0616+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 HD0616
 HD0616  HISTORY     - Date     Condition        Report By
 HD0616  HISTORY     - 1939     MONUMENTED       CGS
 HD0616  HISTORY     - 20010122 GOOD             LOCENG
 HD0616
 HD0616                          STATION DESCRIPTION
 HD0616
 HD0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 HD0616'7.6 MI N FROM BOLIVAR.
 HD0616'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK
 HD0616'COUNTY, ALONG STATE HIGHWAY NO. 64, THENCE 6.4 MILES NORTH
 HD0616'ALONG COUNTY HIGHWAY D, 0.3 MILE EAST ALONG A GRAVELED ROAD,
 HD0616'THENCE 0.2 MILE ACROSS A PASTURE TO THE TOP OF A HILL AND SITE
 HD0616'OF MARK, 95.0 FEET SOUTH OF AN EAST AND WEST FENCE LINE 68.0
 HD0616'FEET NORTH OF A 12 - INCH OAK TREE AND 4.0 FEET WEST OF A 4-BY-4
 HD0616'INCH MARKER POST.  A BRONZE DISK, STAMPED CANSLER NO 1 1939 AND
 HD0616'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HD0616'GROUND.
 HD0616
 HD0616                          STATION RECOVERY (2001)
 HD0616
 HD0616'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (CMC)
 HD0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0614 ***********************************************************************
 HD0614  DESIGNATION -  CANSLER RM 2
 HD0614  PID         -  HD0614
 HD0614  STATE/COUNTY-  MO/POLK
 HD0614  USGS QUAD   -  POLK (1950)
 HD0614
 HD0614                         *CURRENT SURVEY CONTROL
 HD0614  ___________________________________________________________________
 HD0614* NAD 83(1986)-  37 41 42.     (N)    093 21 22.     (W)     SCALED    
 HD0614* NAVD 88     -       364.111  (meters)    1194.59   (feet)  ADJUSTED  
 HD0614  ___________________________________________________________________
 HD0614  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HD0614  DYNAMIC HT  -         363.836 (meters)    1193.69  (feet)  COMP
 HD0614  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 HD0614
 HD0614  VERT ORDER  -  SECOND    CLASS 0
 HD0614
 HD0614.The horizontal coordinates were scaled from a topographic map and have
 HD0614.an estimated accuracy of +/- 6 seconds.
 HD0614
 HD0614.The orthometric height was determined by differential leveling
 HD0614.and adjusted by the National Geodetic Survey in June 1991..
 HD0614
 HD0614.The geoid height was determined by GEOID03.
 HD0614
 HD0614.The dynamic height is computed by dividing the NAVD 88
 HD0614.geopotential number by the normal gravity value computed on the
 HD0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0614.degrees latitude (g = 980.6199 gals.).
 HD0614
 HD0614.The modeled gravity was interpolated from observed gravity values.
 HD0614
 HD0614;                    North         East    Units  Estimated Accuracy
 HD0614;SPC MO C     -   206,930.      424,500.      MT  (+/- 180 meters Scaled)
 HD0614
 HD0614                          SUPERSEDED SURVEY CONTROL
 HD0614
 HD0614  NGVD 29 (??/??/92)  363.999  (m)         1194.22   (f) ADJ UNCH    2 0
 HD0614
 HD0614.Superseded values are not recommended for survey control.
 HD0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0614.See file dsdata.txt to determine how the superseded data were derived.
 HD0614
 HD0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB686720(NAD 83)
 HD0614_MARKER: DR = REFERENCE MARK DISK
 HD0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0614_STAMPING: CANSLER NO 2 1939
 HD0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0614+STABILITY: SURFACE MOTION
 HD0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0614+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 HD0614
 HD0614  HISTORY     - Date     Condition        Report By
 HD0614  HISTORY     - 1939     MONUMENTED       CGS
 HD0614  HISTORY     - 20010122 GOOD             LOCENG
 HD0614
 HD0614                          STATION DESCRIPTION
 HD0614
 HD0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 HD0614'7.6 MI N FROM BOLIVAR.
 HD0614'0.7 MILE EAST FROM THE COUNTRY COURTHOUSE AT BOLIVAR POLK COUNTY,
 HD0614'ALONG STATE HIGHWAY NO. 64, THENCE 6.4 MILES NORTH ALONG COUNTY
 HD0614'HIGHWAY D, 0.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 HD0614'SOUTHEAST ACROSS A PASTURE TO THE TOP OF A HILL AND SITE OF MARK,
 HD0614'95.0 FEET SOUTH OF AN EAST AND WEST FENCE LINE AND 4.0 FEET
 HD0614'SOUTHEAST OF A 4-BY 4-INCH MARKER POST.  A BRONZE DISK, STAMPED
 HD0614'CANSLER NO 2 1939 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HD0614'4 INCHES ABOVE GROUND.
 HD0614
 HD0614                          STATION RECOVERY (2001)
 HD0614
 HD0614'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (CMC)
 HD0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1440 ***********************************************************************
 JC1440  DESIGNATION -  CANTER
 JC1440  PID         -  JC1440
 JC1440  STATE/COUNTY-  MO/WARREN
 JC1440  USGS QUAD   -  JONESBURG (1985)
 JC1440
 JC1440                         *CURRENT SURVEY CONTROL
 JC1440  ___________________________________________________________________
 JC1440* NAD 83(1997)-  38 45 20.39434(N)    091 19 33.72241(W)     ADJUSTED  
 JC1440* NAVD 88     -       268.2    (meters)     880.     (feet)  GPS OBS   
 JC1440  ___________________________________________________________________
 JC1440  X           -    -115,257.553 (meters)                     COMP
 JC1440  Y           -  -4,979,202.837 (meters)                     COMP
 JC1440  Z           -   3,971,349.080 (meters)                     COMP
 JC1440  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 JC1440  ELLIP HEIGHT-         236.42  (meters)          (02/17/00) GPS OBS
 JC1440  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JC1440
 JC1440  HORZ ORDER  -  FIRST
 JC1440  ELLP ORDER  -  FOURTH    CLASS I
 JC1440
 JC1440.The horizontal coordinates were established by GPS observations
 JC1440.and adjusted by the National Geodetic Survey in February 2000..
 JC1440
 JC1440.The orthometric height was determined by GPS observations and a
 JC1440.high-resolution geoid model.
 JC1440
 JC1440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1440
 JC1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1440
 JC1440.The ellipsoidal height was determined by GPS observations
 JC1440.and is referenced to NAD 83.
 JC1440
 JC1440.The geoid height was determined by GEOID03.
 JC1440
 JC1440;                    North         East     Units Scale Factor Converg.
 JC1440;SPC MO E     -   324,632.215   178,202.439   MT  0.99999679   -0 31 01.6
 JC1440;UTM  15      - 4,290,993.382   645,453.380   MT  0.99986053   +1 02 53.1
 JC1440
 JC1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1440!SPC MO E     -   0.99996291  x   0.99999679  =   0.99995970
 JC1440!UTM  15      -   0.99996291  x   0.99986053  =   0.99982344
 JC1440
 JC1440|---------------------------------------------------------------------|
 JC1440| PID    Reference Object                     Distance      Geod. Az  |
 JC1440|                                                           dddmmss.s |
 JC1440| CM3768 CANTER RM 1                          20.062 METERS 04108     |
 JC1440| CM3767 CANTER AZ MK                                       0554049.1 |
 JC1440| CM3769 CANTER RM 2                          17.075 METERS 12424     |
 JC1440| JC1436 HERMANN MICROWAVE TOWER             APPROX.10.7 KM 2271136.0 |
 JC1440| JC1443 BOONE LOT                           APPROX. 6.3 KM 2940035.4 |
 JC1440|---------------------------------------------------------------------|
 JC1440
 JC1440                          SUPERSEDED SURVEY CONTROL
 JC1440
 JC1440  NAD 83(1997)-  38 45 20.40139(N)    091 19 33.72361(W) AD(       ) 1
 JC1440  NAD 83(1986)-  38 45 20.41319(N)    091 19 33.72428(W) AD(       ) 1
 JC1440  NAD 83(1986)-  38 45 20.41547(N)    091 19 33.72094(W) AD(       ) 2
 JC1440  NAD 27      -  38 45 20.25078(N)    091 19 33.15156(W) AD(       ) 2
 JC1440  NGVD 29 (07/19/86)  269.1    (m)          883.     (f) VERT ANG       
 JC1440
 JC1440.Superseded values are not recommended for survey control.
 JC1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1440.See file dsdata.txt to determine how the superseded data were derived.
 JC1440
 JC1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4545390993(NAD 83)
 JC1440_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1440_SETTING: 0 = UNSPECIFIED SETTING
 JC1440_STAMPING: CANTER 1970
 JC1440_MARK LOGO: USGS  
 JC1440_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1440+STABILITY: SURFACE MOTION
 JC1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1440+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1440
 JC1440  HISTORY     - Date     Condition        Report By
 JC1440  HISTORY     - 1970     MONUMENTED       USGS
 JC1440  HISTORY     - 19950119 GOOD             MODNR
 JC1440
 JC1440                          STATION DESCRIPTION
 JC1440
 JC1440'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1440'THE STATION IS LOCATED ABOUT 6 MI NE. OF HERMANN AND ABOUT 6 MI
 JC1440'SW. OF PENDLETON, IN THE NE. QUARTER OF SEC. 14, T. 46 N., R. 4
 JC1440'W., IN THE RIGHT-OF-WAY OF CO. HWY. B AND ACROSS THE RD. FROM A
 JC1440'GROUP OF FARM BUILDINGS.
 JC1440'
 JC1440'TO REACH THE STATION FROM THE PENDLETON POST OFFICE, DRIVE
 JC1440'W. AND S. ON CO. HWY. B FOR 0.5 MI TO JCT. OF CO. HWY. EE, TURN
 JC1440'RIGHT AND CONTINUE ON CO. HWY. B TO THE W. AND SW. FOR 8.2 MI TO
 JC1440'STATION ON THE RIGHT.
 JC1440'
 JC1440'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD TABLETS STAMPED
 JC1440'CANTER 1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD,
 JC1440'DRIVEN FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 JC1440'
 JC1440'STATION MARK IS 22 FT NW. OF CENTER OF CO. HWY. B, 24 FT NW. OF
 JC1440'JCT. OF A PRIVATE RD. S., 9.5 FT SE. OF THE NE. GATE POST OF A
 JC1440'PASTURE ENTRANCE AND 5.6 FT SE. OF THE RIGHT-OF-WAY FENCE AND A
 JC1440'METAL WITNESS POST.
 JC1440'
 JC1440'REFERENCE MARK 1 IS 65.82 FT (20.062 M.) NE. OF STATION, 27 FT
 JC1440'NW. OF CENTER HWY. B, 72.5 FT NE. OF NE. GATE POST OF PASTURE
 JC1440'ENTRANCE AND 1 FT SE. OF RIGHT-OF-WAY FENCE.
 JC1440'
 JC1440'REFERENCE MARK 2 IS 52.06 FT (15.868 M.) SE. OF STATION, 29 FT
 JC1440'SE. OF CENTER HWY. B, 22 FT NE. OF A FENCE COR., 35 FT E.-NE. OF
 JC1440'JCT. OF A PRIVATE RD. AND 1 FT NW. OF THE RIGHT-OF-WAY FENCE.
 JC1440'
 JC1440'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 78.91 FT
 JC1440'(24.052 M.)
 JC1440'
 JC1440'AZIMUTH MARK IS 0.4 MI NE. OF STATION ALONG CO. HWY. B, ABOUT
 JC1440'100 FT SW. OF A SMALL HOUSE, 23.5 FT NW. OF CENTER HWY. B, 12 FT
 JC1440'NE. OF A T-FENCE COR. AND 1 FT SE. OF THE RIGHT-OF-WAY FENCE AND
 JC1440'A METAL WITNESS POST.
 JC1440
 JC1440                          STATION RECOVERY (1995)
 JC1440
 JC1440'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1440'STATION, REFERENCE MARKS AND AZIMUTH MARK ARE STANDARD USGS DISKS
 JC1440'STAMPED CANTER, 1970 CRIMPED ON 10 FT (3.0 M) LENGTHS OF COPPER COATED
 JC1440'RODS, DRIVEN FLUSH WITH THE SURFACE AND SET IN 6 INCH TILES FILLED
 JC1440'WITH GRAVEL.  CANTER AZIMUTH, 1995 IS A STANDARD MO DNR GRS
 JC1440'INSTALLATION FLUSH WITH THE GROUND SURFACE. THE STATION IS LOCATED
 JC1440'ABOUT 10 MI (16.1 KM) SOUTHWEST OF WARRENTON, MO, 7 MI (11.3 KM)
 JC1440'NORTHEAST OF HERMANN, MO AND 7 MI (11.3 KM) ENE OF THE SMALL COMMUNITY
 JC1440'OF MCKITTRICK, MO ON THE WEST RIGHT-OF-WAY OF ROUTE B IN THE NORTHEAST
 JC1440'ANGLE OF A PRIVATE ENTRANCE.  IT IS 22.5 FT (6.9 M) NORTHWEST OF THE
 JC1440'CENTER LINE OF ROUTE B, 14.5 FT (4.4 M) NORTHEAST OF THE CENTER LINE
 JC1440'OF THE ENTRANCE, 5.7 FT (1.7 M) SOUTHEAST OF A WITNESS POST, 6.0 FT
 JC1440'(1.8 M) SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND 11.75 FT (3.58 M)
 JC1440'SOUTH OF A NAIL AND WASHER IN A FENCE POST.  REFERENCE MARK NO.  1 IS
 JC1440'65.8 FT (20.1 M) NORTHEAST OF THE STATION, 27 FT (8.2 M) NORTHWEST OF
 JC1440'THE CENTER LINE OF ROUTE B AND 1 FT (0.3 M) EAST OF THE RIGHT-OF-WAY
 JC1440'FENCE.  REFERENCE MARK NO. 2 IS 52.1 FT (15.9 M) SOUTHEAST OF THE
 JC1440'STATION, 29 FT (8.8 M) SOUTHEAST OF THE CENTER LINE OF ROUTE B AND 1
 JC1440'FT (0.3 M) NORTHWEST OF THE RIGHT-OF-WAY FENCE.  THE DISTANCE FROM RM
 JC1440'NO.  1 TO RM NO.  2 IS 78.9 FT (24.0 M) THE AZIMUTH MARK IS 0.4 MI
 JC1440'(0.6 KM) NORTHEAST ON THE WEST RIGHT-OF-WAY OF ROUTE B AND ABOUT 100
 JC1440'FT (30.5 M) SOUTH OF A TRAILER RESIDENCE.  IT IS 23.5 FT (7.2 M)
 JC1440'NORTHWEST OF THE CENTER LINE OF ROUTE B, 12 FT (3.7 M) NORTHEAST OF A
 JC1440'T-FENCE CORNER AND 1 FT (0.3 M) SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 JC1440'AND A METAL WITNESS POST. STATION AND AZIMUTH ARE BLOCKED BY
 JC1440'INTERVENING TREES. CANTER AZIMUTH 1995 IS 0.15 MI (0.24 KM) NORTHEAST
 JC1440'OF THE STATION ON THE NW RIGHT-OF-WAY OF ROUTE B AND OPPOSITE AN
 JC1440'ENTRANCE GATE IN THE SE RIGHT-OF-WAY FENCE.  IT IS 5.3 FT (1.6 M) SE
 JC1440'OF A CARSONITE WITNESS POST AT THE FENCE, THE FOLLOWING DISTANCES AND
 JC1440'DIRECTIONS FROM 3 PK NAILS AND WASHERS AT THE EDGE OF PAVEMENT, 21.2
 JC1440'FT (6.5 M) WEST, 16.6 FT (5.1 M) NW, AND 20.6 FT (6.3 M) NE.  IT IS
 JC1440'16.8 FT (5.1 M) ESE OF A GTE PLASTIC WARNING PIPE AND 19.1 FT (5.8 M)
 JC1440'ESE OF A NAIL AND WASHER IN CUIVRE RIVER COOP BRACED UTILITY POLE
 JC1440'24718. TO REACH THE STATION FROM THE JUNCTION OF MISSOURI HIGHWAYS 19
 JC1440'AND 94 ABOUT 1.5 MI (2.4 KM) NORTHWEST OF HERMANN, MO, GO EAST ON
 JC1440'HIGHWAY 94 FOR 5 MI (8.0 KM) TO THE JUNCTION WITH ROUTE B.  TURN LEFT
 JC1440'AND GO NORTH ON ROUTE B FOR 2.4 MI (3.9 KM) TO A PRIVATE DRIVE AND THE
 JC1440'STATION ON THE LEFT (WEST) SIDE AS DESCRIBED. TO REACH THE AZIMUTH
 JC1440'MARK FROM THE STATION, GO NORTH ON ROUTE B FOR 0.4 MI (0.6 KM) TO THE
 JC1440'MARK ON THE LEFT (WEST) SIDE AS DESCRIBED. TO REACH THE CANTER
 JC1440'AZIMUTH, 1995 FROM THE STATION, GO NE ON ROUTE B FOR 0.15 MI (0.24 KM)
 JC1440'TO THE MARK ON THE LEFT (NW) RIGHT-OF-WAY AS DESCRIBED. DATE OF REPORT
 JC1440'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0847 ***********************************************************************
 LD0847  DESIGNATION -  CANTON CULVER STOCKTON COLL TK
 LD0847  PID         -  LD0847
 LD0847  STATE/COUNTY-  MO/LEWIS
 LD0847  USGS QUAD   -  CANTON (1975)
 LD0847
 LD0847                         *CURRENT SURVEY CONTROL
 LD0847  ___________________________________________________________________
 LD0847* NAD 83(1997)-  40 07 43.31764(N)    091 31 50.28825(W)     ADJUSTED  
 LD0847* NAVD 88     -                                                        
 LD0847  ___________________________________________________________________
 LD0847  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 LD0847  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LD0847
 LD0847  HORZ ORDER  -  THIRD
 LD0847
 LD0847.The horizontal coordinates were established by classical geodetic methods
 LD0847.and adjusted by the National Geodetic Survey in February 2000..
 LD0847
 LD0847
 LD0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0847
 LD0847.The geoid height was determined by GEOID03.
 LD0847
 LD0847;                    North         East     Units Scale Factor Converg.
 LD0847;SPC MO E     -   477,246.936   162,160.544   MT  1.00002828   -0 39 51.5
 LD0847;SPC IL W     -   385,169.108   583,749.348   MT  1.00010748   -0 52 45.1
 LD0847;SPC IL W     - 1,263,675.65  1,915,184.32   sFT  1.00010748   -0 52 45.1
 LD0847;UTM  15      - 4,443,076.482   625,191.066   MT  0.99979294   +0 56 49.7
 LD0847
 LD0847                          SUPERSEDED SURVEY CONTROL
 LD0847
 LD0847  NAD 83(1997)-  40 07 43.31756(N)    091 31 50.28826(W) AD(       ) 4
 LD0847  NAD 83(1997)-  40 07 43.31755(N)    091 31 50.28788(W) AD(       ) 4
 LD0847  NAD 83(1986)-  40 07 43.32727(N)    091 31 50.28985(W) AD(       ) 4
 LD0847  NAD 27      -  40 07 43.15400(N)    091 31 49.72400(W) AD(       ) 3
 LD0847
 LD0847.Superseded values are not recommended for survey control.
 LD0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0847.See file dsdata.txt to determine how the superseded data were derived.
 LD0847
 LD0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE2519143076(NAD 83)
 LD0847_MARKER: 51 = TANK
 LD0847
 LD0847  HISTORY     - Date     Condition        Report By
 LD0847  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0847
 LD0847                          STATION DESCRIPTION
 LD0847
 LD0847'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0892 ***********************************************************************
 GF0892  DESIGNATION -  CAPE
 GF0892  PID         -  GF0892
 GF0892  STATE/COUNTY-  MO/STONE
 GF0892  USGS QUAD   -  CAPE FAIR (1974)
 GF0892
 GF0892                         *CURRENT SURVEY CONTROL
 GF0892  ___________________________________________________________________
 GF0892* NAD 83(1997)-  36 44 07.83326(N)    093 32 35.54493(W)     ADJUSTED  
 GF0892* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 GF0892  ___________________________________________________________________
 GF0892  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 GF0892  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GF0892
 GF0892  HORZ ORDER  -  THIRD
 GF0892
 GF0892.The horizontal coordinates were established by classical geodetic methods
 GF0892.and adjusted by the National Geodetic Survey in February 2000..
 GF0892
 GF0892.The orthometric height was scaled from a topographic map.
 GF0892
 GF0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0892
 GF0892.The geoid height was determined by GEOID03.
 GF0892
 GF0892;                    North         East     Units Scale Factor Converg.
 GF0892;SPC MO C     -   100,610.007   406,826.504   MT  1.00004025   -0 37 26.4
 GF0892;SPC MO W     -    63,546.057   935,455.942   MT  1.00003111   +0 34 20.3
 GF0892;UTM  15      - 4,065,669.719   451,500.484   MT  0.99962898   -0 19 29.7
 GF0892
 GF0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0892!SPC MO C     -   0.99994094  x   1.00004025  =   0.99998119
 GF0892!SPC MO W     -   0.99994094  x   1.00003111  =   0.99997205
 GF0892!UTM  15      -   0.99994094  x   0.99962898  =   0.99956994
 GF0892
 GF0892|---------------------------------------------------------------------|
 GF0892| PID    Reference Object                     Distance      Geod. Az  |
 GF0892|                                                           dddmmss.s |
 GF0892| CI1358 CAPE RM 1                            19.951 METERS 09024     |
 GF0892| GF0895 PILOT KNOB LOT                      APPROX.20.9 KM 1804249.8 |
 GF0892| CI1357 CAPE AZ MK                                         2245837.0 |
 GF0892| CI1359 CAPE RM 2                            18.270 METERS 34923     |
 GF0892|---------------------------------------------------------------------|
 GF0892
 GF0892                          SUPERSEDED SURVEY CONTROL
 GF0892
 GF0892  NAD 83(1997)-  36 44 07.83388(N)    093 32 35.54492(W) AD(       ) 3
 GF0892  NAD 83(1997)-  36 44 07.83777(N)    093 32 35.54587(W) AD(       ) 3
 GF0892  NAD 83(1997)-  36 44 07.84342(N)    093 32 35.54434(W) AD(       ) 3
 GF0892  NAD 83(1986)-  36 44 07.84405(N)    093 32 35.54397(W) AD(       ) 3
 GF0892  NAD 27      -  36 44 07.62150(N)    093 32 34.86260(W) AD(       ) 3
 GF0892
 GF0892.Superseded values are not recommended for survey control.
 GF0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0892.See file dsdata.txt to determine how the superseded data were derived.
 GF0892
 GF0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5150065670(NAD 83)
 GF0892_MARKER: DS = TRIANGULATION STATION DISK
 GF0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0892+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 GF0892
 GF0892  HISTORY     - Date     Condition        Report By
 GF0892  HISTORY     - 1961     MONUMENTED       CGS
 GF0892  HISTORY     - 20020924 GOOD             GEOCAC
 GF0892
 GF0892                          STATION DESCRIPTION
 GF0892
 GF0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0892'ABOUT 1-3/4 MILES WEST-NORTHWEST OF CAPE FAIR, ABOUT 2 MILES
 GF0892'EAST OF THE STONE-BARRY COUNTY LINE AND ON THE HIGHWAY RIGHT-OF-WAY
 GF0892'IT IS 6 FEET NORTH OF A WIRE FENCE AND A WITNESS POST, 31 FEET
 GF0892'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 76 AND 184.2 FEET
 GF0892'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE.  THE MONUMENT
 GF0892'IS FLUSH AND THE DISK IS STAMPED CAPE 1961.
 GF0892'
 GF0892'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 76 AND 173 AT
 GF0892'THE NORTH EDGE OF THE VILLAGE OF CAPE FAIR, GO WESTERLY ON
 GF0892'HIGHWAY 76 FOR 2.1 MILES TO THE STATION ON THE LEFT.
 GF0892'
 GF0892'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON
 GF0892'STATE HIGHWAY 76 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GF0892'
 GF0892'REFERENCE MARK 1 IS 8 FEET NORTH OF A WIRE FENCE, 40 FEET SOUTH
 GF0892'OF THE CENTERLINE OF HIGHWAY 76 AND 67 FEET EAST OF THE WITNESS
 GF0892'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CAPE NO 1
 GF0892'1961.
 GF0892'
 GF0892'REFERENCE MARK 2 IS 29 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 GF0892'76 AND 66 FEET NORTH OF THE WITNESS POST.  THE MONUMENT IS
 GF0892'FLUSH AND THE DISK IS STAMPED CAPE NO 2 1961.
 GF0892'
 GF0892'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A WIRE FENCE, 3 FEET
 GF0892'NORTH OF A WITNESS POST, 18 FEET WEST OF A POWER POLE AND 34
 GF0892'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 76.  THE MONUMENT
 GF0892'PROJECTS 6 INCHES AND THE DISK IS STAMPED CAPE 1961.
 GF0892'
 GF0892'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0892
 GF0892                          STATION RECOVERY (2002)
 GF0892
 GF0892'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1743 ***********************************************************************
 HB1743  DESIGNATION -  CAPE
 HB1743  PID         -  HB1743
 HB1743  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1743  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1743
 HB1743                         *CURRENT SURVEY CONTROL
 HB1743  ___________________________________________________________________
 HB1743* NAD 83(1997)-  37 18 49.83949(N)    089 31 55.46534(W)     ADJUSTED  
 HB1743* NAVD 88     -       155.6    (meters)     510.     (feet)  VERTCON   
 HB1743  ___________________________________________________________________
 HB1743  X           -      41,479.456 (meters)                     COMP
 HB1743  Y           -  -5,078,887.317 (meters)                     COMP
 HB1743  Z           -   3,845,229.758 (meters)                     COMP
 HB1743  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 HB1743  ELLIP HEIGHT-         127.31  (meters)          (02/17/00) GPS OBS
 HB1743  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB1743
 HB1743  HORZ ORDER  -  FIRST
 HB1743  ELLP ORDER  -  FOURTH    CLASS I
 HB1743
 HB1743.The horizontal coordinates were established by classical geodetic methods
 HB1743.and adjusted by the National Geodetic Survey in February 2000..
 HB1743
 HB1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1743
 HB1743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1743
 HB1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1743
 HB1743.The ellipsoidal height was determined by GPS observations
 HB1743.and is referenced to NAD 83.
 HB1743
 HB1743.The geoid height was determined by GEOID03.
 HB1743
 HB1743;                    North         East     Units Scale Factor Converg.
 HB1743;SPC MO E     -   164,720.211   335,796.710   MT  1.00002398   +0 35 12.4
 HB1743;SPC IL W     -    72,006.741   756,250.172   MT  0.99998014   +0 23 04.9
 HB1743;SPC IL W     -   236,242.12  2,481,130.77   sFT  0.99998014   +0 23 04.9
 HB1743;UTM  16      - 4,132,695.689   275,615.845   MT  1.00022024   -1 32 07.9
 HB1743
 HB1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1743!SPC MO E     -   0.99998002  x   1.00002398  =   1.00000400
 HB1743!SPC IL W     -   0.99998002  x   0.99998014  =   0.99996016
 HB1743!UTM  16      -   0.99998002  x   1.00022024  =   1.00020026
 HB1743
 HB1743:                Primary Azimuth Mark                     Grid Az
 HB1743:SPC MO E     -  GIRARDEAU                                036 27 41.8
 HB1743:SPC IL W     -  GIRARDEAU                                036 39 49.3
 HB1743:UTM  16      -  GIRARDEAU                                038 35 02.1
 HB1743
 HB1743|---------------------------------------------------------------------|
 HB1743| PID    Reference Object                     Distance      Geod. Az  |
 HB1743|                                                           dddmmss.s |
 HB1743| HB1744 GIRARDEAU                           APPROX. 2.8 KM 0370254.2 |
 HB1743| HB1741 CAPE GIRARDEAU GAS PLANT STACK      APPROX. 1.5 KM 0861336.2 |
 HB1743| CI4056 CAPE AZ MK                                         1225908.2 |
 HB1743| HB1746 SE MO STC ADMIN BLDG DOME           166.615 METERS 14555     |
 HB1743| CI4057 CAPE RM 1                            31.068 METERS 18556     |
 HB1743| HB1742 CAPE GIRARDEAU TALLEST RAD TWR      APPROX. 5.6 KM 2993610.0 |
 HB1743| CI4058 CAPE RM 2                            39.603 METERS 32259     |
 HB1743|---------------------------------------------------------------------|
 HB1743
 HB1743                          SUPERSEDED SURVEY CONTROL
 HB1743
 HB1743  NAD 83(1997)-  37 18 49.83950(N)    089 31 55.46534(W) AD(       ) 1
 HB1743  NAD 83(1997)-  37 18 49.84955(N)    089 31 55.46669(W) AD(       ) 1
 HB1743  NAD 83(1986)-  37 18 49.85363(N)    089 31 55.46961(W) AD(       ) 1
 HB1743  NAD 27      -  37 18 49.66800(N)    089 31 55.13200(W) AD(       ) 1
 HB1743  NGVD 29 (09/22/93)  155.5    (m)          510.     (f) GPS OBS        
 HB1743
 HB1743.Superseded values are not recommended for survey control.
 HB1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1743.See file dsdata.txt to determine how the superseded data were derived.
 HB1743
 HB1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7561632696(NAD 83)
 HB1743_MARKER: DS = TRIANGULATION STATION DISK
 HB1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1743_SP_SET: CONCRETE POST
 HB1743_STAMPING: CAPE 1938
 HB1743_MARK LOGO: CGS   
 HB1743_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1743+STABILITY: SURFACE MOTION
 HB1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1743+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1992
 HB1743
 HB1743  HISTORY     - Date     Condition        Report By
 HB1743  HISTORY     - 1938     MONUMENTED       CGS
 HB1743  HISTORY     - 1938     GOOD             CGS
 HB1743  HISTORY     - 1975     GOOD             LOCENG
 HB1743  HISTORY     - 1975     GOOD             LOCENG
 HB1743  HISTORY     - 19830914 GOOD             NGS
 HB1743  HISTORY     - 1988     GOOD             USE
 HB1743  HISTORY     - 19910203 GOOD             MODNR
 HB1743  HISTORY     - 19920201 GOOD
 HB1743  HISTORY     - 20030325 MARK NOT FOUND   MODNR
 HB1743
 HB1743                          STATION DESCRIPTION
 HB1743
 HB1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1743'IN THE NORTHWEST PART OF CAPE GIRARDEAU, ON THE GROUNDS OF THE
 HB1743'SOUTHEAST MISSOURI STATE TEACHERS COLLEGE, 102 FEET NORTH OF
 HB1743'THE NORTHWEST CORNER OF THE AGRICULTURE BUILDING, 94 FEET EAST OF THE
 HB1743'EAST CURB OF HENDERSON STREET, AND 45 FEET SOUTH OF CINDER
 HB1743'DRIVE LEADING TO THE POWER PLANT OF THE COLLEGE. THE MARK IS 8 INCHES
 HB1743'BELOW THE SURFACE OF THE GROUND.
 HB1743'
 HB1743'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HB1743'DISKS SET IN CONCRETE.
 HB1743'
 HB1743'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AT THE NORTHWEST CORNER
 HB1743'OF THE AGRICULTURE BUILDING, AND PROJECTS 6 INCHES. REFERENCE
 HB1743'MARK NO.2 IS NORTHWEST OF THE STATION, 4 FEET EAST OF THE EAST CURB
 HB1743'OF HENDERSON STREET, AND PROJECTS 8 INCHES.
 HB1743'
 HB1743'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 40 FEET SOUTH OF A
 HB1743'SIDEWALK, 75 FEET SOUTH OF THE CENTER LINE OF ROAD, AND 200 FEET EAST
 HB1743'OF THE NORTH DOOR OF THE ADMINISTRATION BUILDING, AND IS FLUSH WITH
 HB1743'THE GROUND.
 HB1743'
 HB1743'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 HB1743'
 HB1743'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 HB1743
 HB1743                          STATION RECOVERY (1938)
 HB1743
 HB1743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 HB1743'RECOVERED IN GOOD CONDITION.
 HB1743
 HB1743                          STATION RECOVERY (1975)
 HB1743
 HB1743'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 HB1743'STATION RECOVERED GOOD.
 HB1743'
 HB1743'THE STATION WAS RECOVERED AS DESCRIBED AS WAS THE AZIMUTH MARK AND
 HB1743'RM1, RM2 WAS NOT LOCATED.  THE AZIMUTH MARK IS OBSCURED FROM THE
 HB1743'STATION BY A TREE AND LARGE BUSHES HAVE GROWN AROUND RM1.
 HB1743'
 HB1743'DISTANCE AND DIRECTION FROM NEAREST TOWN--AS DESCRIBED.
 HB1743
 HB1743                          STATION RECOVERY (1975)
 HB1743
 HB1743'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 HB1743'CAPE RECOVERED GOOD - AS DESCRIBED.
 HB1743'
 HB1743'DISTANCE AND DIRECTION FROM NEAREST TOWN--WITHIN CAPE GIRARDEAU.
 HB1743
 HB1743                          STATION RECOVERY (1983)
 HB1743
 HB1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HB1743'THE RECESSED STATION MARK, RM 1 AND THE AZ MK WERE RECOVERED IN GOOD
 HB1743'CONDITION.  RM 2 WAS SEARCHED FOR BUT NOT FOUND AND WAS PROBABLY
 HB1743'DESTROYED DURING THE CONSTRUCTION OF CHENEY DRIVE.  THE AZ MK IS
 HB1743'OBSTRUCTED AND THERE WAS NO SUITABLE LOCATION FOR ANOTHER AZ MK DUE TO
 HB1743'BUILDING AAND TREES.  DENSE SHRUBBERY SURROUNDS RM 1 AND THE DISTANCE
 HB1743'TO THE MARK COULD NOT BE VERIFIED.  A RANGE POLE WAS CENTERED OVER RM
 HB1743'1 AND THE DIRECTIONS TURNED TO RMS 3 AND 4, WHICH WERE ESTABLISHED
 HB1743'THIS DATE.  NO DISTANCE LANDMARKS ARE VISIBLE FROM THE GROUND.  DUE TO
 HB1743'SEVERAL CHANGES, A COMPLETE, NEW DESCRIPTION FOLLOWS.  THE STATION IS
 HB1743'LOCATED IN CAPE GIRARDEAU, ON THE CAMPUS OF SOUTHERN MISSOURI STATE
 HB1743'UNIVERSITY, IN THE SE ANGLE OF NORTH HENDERSON STREET AND CHENEY DRIVE
 HB1743'AND JUST N OF THE ARTS ANAD HOME ECONOMICS UILDING.  MR VINCE SEYER,
 HB1743'DIRECTOR OF PHYSICAL PLANAT FOR THE UNIVERSITY GAVE PERMISSION TO
 HB1743'OCCUPY THE STATION AND SET THE NEW RMS.
 HB1743' 
 HB1743'THE STATION IS A STANDARD CGS DISK STAMPED---CAPE 1938---, SET INTO
 HB1743'THE TOP OF A SQUARE CONCRETE MONUEMNT, 12 INCHES (30 CM) IN DIAMETER,
 HB1743'RECESSED 9 INCHES (23 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 HB1743'31.09 METERS (102.00 FT) N FROM THE NE CORNER OF THE ARTS/HOME
 HB1743'ECONIOMICS BUILDING, 28.65 METERS (94.00 FT) E FROM THE E CURB OF
 HB1743'HENDERSON STREET, 12.8 METERS (42.0 FT) S FROM THE CENTERLINE OF
 HB1743'CHENEY DRIVE.  RM NO 1, IS A STANDARD CGS DISK STAMPED---CAPE NO 1
 HB1743'1938---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 HB1743'CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE
 HB1743'STATION IS LOCATED 0.46 METERS (1.51 FT) W FROM THE NW CORNER OF THE
 HB1743'ARTS-HOME ECONOMMICS BUILDING.  RM NO 3, IS A STANDARD CGS DISK
 HB1743'STAMPED---CAPE 1938 NO 3 1983---, CEMENTED INTO A DRILL HOLE IN THE W
 HB1743'EDGE OF A SIDEWALK.  THE STATION IS LOCATED 26.67 METERS (87.50 FT) S
 HB1743'FROM THE CENTERLINE OF CHENEY DRIVE, 14.63 METERS (48.00 FT) E FROM
 HB1743'THE CENTERLINE OF HENDERSON STREET. RM NO 4, IS A STANDARD NGS
 HB1743'STAMPED---CAPE 1938 NO 4 1983---, CEMENTED INTO A DRILL HOLE IN A 6 BY
 HB1743'23 FOOT (7.0 M) CONCRETE SLAB THAT PROJECTS 8 INCHES ABOVE THE GROUND,
 HB1743'AND AT THE NW CORNER OF THE SLAB.  THE STATION IS LOCATED 20.39 METERS
 HB1743'(66.90 FT) WNW FROM THE NE CORNER OF THE ARTS/HOME ECONOMICS BUILDING,
 HB1743'2.01 METERS (6.59 FT) N FROM A CHIMNEY ON THE NORTH SIDE OF THE
 HB1743'BUILDING.  AZ MK N 1, IS A STANDARD CGS DISK STAMPED---CAPE 1938---,
 HB1743'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 HB1743'DIAMETER, PROJECTING 1 INCH, 2 CM, ABOVE THE GROUND.  THE STATION IS
 HB1743'LOCATED 36.42 METERS (119.49 FT) NE FROM THE NE CORNER OF E WING OF
 HB1743'ADMINISTRATION BLDG, 21.95 METERS (72.01 FT) S FROM THE CENETRLINE OF
 HB1743'CIRCLE DRIVE, 2.74 METERS (8.99 FT) SE FROM THE SE EDGE OF A SIDEWALK.
 HB1743
 HB1743                          STATION RECOVERY (1988)
 HB1743
 HB1743'RECOVERY NOTE BY US ENGINEERS 1988 (GT)
 HB1743'RECOVERED IN GOOD CONDITION.
 HB1743
 HB1743                          STATION RECOVERY (1991)
 HB1743
 HB1743'RECOVERY NOTE BY MO DEPT OF NAT RES 1991
 HB1743'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1743'CAPE, 1938 IS LOCATED ON THE CAMPUS OF SOUTHEAST MISSOURI STATE
 HB1743'TEACHERS COLLEGE IN CAPE GIRARDEAU, MISSOURI AND IN THE SOUTHEAST
 HB1743'ANGLE OF HENDERSON STREET AND CHENEY DRIVE. THE MARK IS 8 INCHES BELOW
 HB1743'THE SURFACE OF GROUND AND A 6 INCH PVC PIPE WITH AN ALUMINUM ACCESS
 HB1743'COVER EXTENDS TO THE LAWN SURFACE.  IT IS 101.9 FT (31.1 M) NORTH OF
 HB1743'RM NO 1 25.7 FT (7.8 M) SSW OF THE SOUTH CURB OF CHENEY DRIVE, 36.5
 HB1743'FT (11.1 M) SW OF THE INSIDE CORNER OF SIDEWALKS E-W (ALONG CHENEY
 HB1743'DRIVE) AND SE (TO CAMPUS) 28.1 FT (8.6 M) WSW OF A 12 INCH GUM TREE
 HB1743'AND 15.2 FT (4.6 M) SE OF A 7 INCH CATALPA TREE.
 HB1743'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AT THE NW CORNER OF THE
 HB1743'AGRICULTURE BUILDING.  IT IS A STANDARD USC AND GS MON. WITH A DISK
 HB1743'STAMPED CAPE, 1938 NO. 1.
 HB1743'REFERENCE MARK NO. 2 WAS APPARENTLY DESTROYED BY STREET IMPROVEMENTS.
 HB1743'THE AZIMUTH MARK WAS NOT RECOVERED AT THIS TIME.
 HB1743'STATION AND AZIMUTH MARK TO REACH
 HB1743'TO REACH CAPE, 1938 FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND MO.
 HB1743'HWY. 34 (KINGSHIGHWAY AND WILLIAM STREETS) IN CAPE GIRARDEAU, GO EAST
 HB1743'ON WILLIAM STREET FOR 1.0 MILES TO HENDERSON STREET. TURN LEFT AND GO
 HB1743'NORTH ON HENDERSON FOR 0.85 MILES TO CHENEY DRIVE ON RIGHT AND
 HB1743'STATION IN SE ANGLE OF INTERSECTION AS DESCRIBED.
 HB1743'SPECIAL INFORMATION
 HB1743'DATE OF REPORT 07-25-1991
 HB1743
 HB1743                          STATION RECOVERY (1992)
 HB1743
 HB1743'RECOVERED 1992
 HB1743'RECOVERED IN GOOD CONDITION.
 HB1743
 HB1743                          STATION RECOVERY (2003)
 HB1743
 HB1743'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 HB1743'THERE IS A NEW ROAD AT THIS LOCATION. STATION WOULD FALL VERY NEAR A
 HB1743'NEW SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0976 ***********************************************************************
 HB0976  DESIGNATION -  CAPE GIRARDEAU
 HB0976  PID         -  HB0976
 HB0976  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB0976  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB0976
 HB0976                         *CURRENT SURVEY CONTROL
 HB0976  ___________________________________________________________________
 HB0976* NAD 83(1986)-  37 18 18.     (N)    089 31 14.     (W)     SCALED    
 HB0976* NAVD 88     -       122.712  (meters)     402.60   (feet)  ADJUSTED  
 HB0976  ___________________________________________________________________
 HB0976  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB0976  DYNAMIC HT  -         122.625 (meters)     402.31  (feet)  COMP
 HB0976  MODELED GRAV-     979,913.2   (mgal)                       NAVD 88
 HB0976
 HB0976  VERT ORDER  -  FIRST     CLASS II
 HB0976
 HB0976.The horizontal coordinates were scaled from a topographic map and have
 HB0976.an estimated accuracy of +/- 6 seconds.
 HB0976
 HB0976.The orthometric height was determined by differential leveling
 HB0976.and adjusted by the National Geodetic Survey in June 1991..
 HB0976
 HB0976.The geoid height was determined by GEOID03.
 HB0976
 HB0976.The dynamic height is computed by dividing the NAVD 88
 HB0976.geopotential number by the normal gravity value computed on the
 HB0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0976.degrees latitude (g = 980.6199 gals.).
 HB0976
 HB0976.The modeled gravity was interpolated from observed gravity values.
 HB0976
 HB0976;                    North         East    Units  Estimated Accuracy
 HB0976;SPC MO E     -   163,750.      336,830.      MT  (+/- 180 meters Scaled)
 HB0976
 HB0976                          SUPERSEDED SURVEY CONTROL
 HB0976
 HB0976  NGVD 29 (??/??/??)  122.617  (m)          402.29   (f) ADJUSTED    1 2
 HB0976
 HB0976.Superseded values are not recommended for survey control.
 HB0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0976.See file dsdata.txt to determine how the superseded data were derived.
 HB0976
 HB0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG766316(NAD 83)
 HB0976_MARKER: DB = BENCH MARK DISK
 HB0976_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0976_SP_SET: STEP
 HB0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0976
 HB0976  HISTORY     - Date     Condition        Report By
 HB0976  HISTORY     - 1932     MONUMENTED       CGS
 HB0976  HISTORY     - 1932     GOOD             CGS
 HB0976  HISTORY     - 20020822 MARK NOT FOUND   USACE
 HB0976
 HB0976                          STATION DESCRIPTION
 HB0976
 HB0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 HB0976'IN CAPE GIRARDEAU.
 HB0976'AT THE FOOT OF THEMIS ST. ON TOP OF THE HILL WHERE THEMIS ST. IS
 HB0976'DISCONTINUED, IN THE ENTRANCE OF THE CARNEGIE LIBRARY, ON THE
 HB0976'EAST SIDE OF THE CONCRETE STEP.
 HB0976
 HB0976                          STATION RECOVERY (2002)
 HB0976
 HB0976'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB0976'THE STATION HAS BEEN DISTURBED. DISK IS MISSING, STEM INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0977 ***********************************************************************
 HB0977  DESIGNATION -  CAPE GIRARDEAU RESET
 HB0977  PID         -  HB0977
 HB0977  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB0977  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB0977
 HB0977                         *CURRENT SURVEY CONTROL
 HB0977  ___________________________________________________________________
 HB0977* NAD 83(1986)-  37 18 17.     (N)    089 31 14.     (W)     SCALED    
 HB0977* NAVD 88     -       122.53   (+/-2cm)     402.0    (feet)  VERTCON   
 HB0977  ___________________________________________________________________
 HB0977  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB0977
 HB0977  VERT ORDER  -  ? (See Below)
 HB0977
 HB0977.The horizontal coordinates were scaled from a topographic map and have
 HB0977.an estimated accuracy of +/- 6 seconds.
 HB0977
 HB0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0977.The vertical order pertains to the NGVD 29 superseded value.
 HB0977
 HB0977.The geoid height was determined by GEOID03.
 HB0977
 HB0977;                    North         East    Units  Estimated Accuracy
 HB0977;SPC MO E     -   163,720.      336,830.      MT  (+/- 180 meters Scaled)
 HB0977
 HB0977                          SUPERSEDED SURVEY CONTROL
 HB0977
 HB0977  NGVD 29 (??/??/??)  122.423  (m)          401.65   (f) ADJUSTED    ?  
 HB0977
 HB0977.Superseded values are not recommended for survey control.
 HB0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0977.See file dsdata.txt to determine how the superseded data were derived.
 HB0977
 HB0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG766316(NAD 83)
 HB0977_MARKER: DD = SURVEY DISK
 HB0977_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0977_SP_SET: CONCRETE BASE
 HB0977_STAMPING: CAPE GIRARDEAU RESET 1959
 HB0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0977+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2002
 HB0977
 HB0977  HISTORY     - Date     Condition        Report By
 HB0977  HISTORY     - 1961     MONUMENTED       CGS
 HB0977  HISTORY     - 20020822 GOOD             USACE
 HB0977
 HB0977                          STATION DESCRIPTION
 HB0977
 HB0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HB0977'AT CAPE GIRARDEAU.
 HB0977'THIS MARK IS LOCATED AT CAPE GIRARDEAU, IN THE CENTER OF THE TOWN,
 HB0977'AT THE JUNCTION OF THEMIS AND LORMER STREETS, AT PUBLIC LIBRARY,
 HB0977'ENTRANCE TO BUILDING APPROXIMATELY 14 FEET NORTH OF EXTREME
 HB0977'NORTHWEST CORNER, 2.6 FEET SOUTH OF SOUTH EDGE OF SIDEWALK, AND
 HB0977'5.2 FEET WEST OF WEST EDGE OF BASE OF SUN DIAL, AND SET IN
 HB0977'CONCRETE BASE.  NOTE-- WHENEVER A PARTY IS IN THIS VICINITY
 HB0977'RESET 1961 WILL BE ADDED.  THE 1959 DISK WAS USED AND STAMPING
 HB0977'WAS UNCHANGED.
 HB0977
 HB0977                          STATION RECOVERY (2002)
 HB0977
 HB0977'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1742 ***********************************************************************
 HB1742  DESIGNATION -  CAPE GIRARDEAU TALLEST RAD TWR
 HB1742  PID         -  HB1742
 HB1742  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1742  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1742
 HB1742                         *CURRENT SURVEY CONTROL
 HB1742  ___________________________________________________________________
 HB1742* NAD 83(1997)-  37 20 19.70146(N)    089 35 13.66018(W)     ADJUSTED  
 HB1742* NAVD 88     -                                                        
 HB1742  ___________________________________________________________________
 HB1742  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 HB1742  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HB1742
 HB1742  HORZ ORDER  -  THIRD
 HB1742
 HB1742.The horizontal coordinates were established by classical geodetic methods
 HB1742.and adjusted by the National Geodetic Survey in February 2000..
 HB1742
 HB1742
 HB1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1742
 HB1742.The geoid height was determined by GEOID03.
 HB1742
 HB1742;                    North         East     Units Scale Factor Converg.
 HB1742;SPC MO E     -   167,441.901   330,889.850   MT  1.00001390   +0 33 13.4
 HB1742;SPC IL W     -    74,745.610   751,353.150   MT  0.99997365   +0 21 05.4
 HB1742;SPC IL W     -   245,227.89  2,465,064.46   sFT  0.99997365   +0 21 05.4
 HB1742;UTM  16      - 4,135,597.902   270,812.142   MT  1.00024708   -1 34 11.4
 HB1742
 HB1742                          SUPERSEDED SURVEY CONTROL
 HB1742
 HB1742  NAD 83(1997)-  37 20 19.70155(N)    089 35 13.66004(W) AD(       ) 4
 HB1742  NAD 83(1997)-  37 20 19.71164(N)    089 35 13.66167(W) AD(       ) 4
 HB1742  NAD 83(1986)-  37 20 19.71553(N)    089 35 13.66417(W) AD(       ) 4
 HB1742  NAD 27      -  37 20 19.53000(N)    089 35 13.32000(W) AD(       ) 3
 HB1742
 HB1742.Superseded values are not recommended for survey control.
 HB1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1742.See file dsdata.txt to determine how the superseded data were derived.
 HB1742
 HB1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7081235598(NAD 83)
 HB1742_MARKER: 55 = TOWER
 HB1742
 HB1742  HISTORY     - Date     Condition        Report By
 HB1742  HISTORY     - 1938     FIRST OBSERVED   CGS
 HB1742
 HB1742                          STATION DESCRIPTION
 HB1742
 HB1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1742'POINT OBSERVED UPON WAS THE TIP OF MAST OF RADIO TOWER LOCATED ABOUT
 HB1742'3 MILES NORTHWEST OF CAPE GIRARDEAU.  IT IS THE TALLEST OF THREE
 HB1742'MASTS LOCATED AT THIS POINT, A STEEL STRUCTURE PAINTED ALTERNATE RED
 HB1742'AND WHITE, ABOUT 150 FEET HIGH.
 HB1742'
 HB1742'OBSERVED UPON FROM TRIANGULATION STATIONS- CAPE, BYRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0935 ***********************************************************************
 GF0935  DESIGNATION -  CAPPS
 GF0935  PID         -  GF0935
 GF0935  STATE/COUNTY-  MO/BARRY
 GF0935  USGS QUAD   -  MONETT (1972)
 GF0935
 GF0935                         *CURRENT SURVEY CONTROL
 GF0935  ___________________________________________________________________
 GF0935* NAD 83(1997)-  36 52 31.95879(N)    093 59 57.26580(W)     ADJUSTED  
 GF0935* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 GF0935  ___________________________________________________________________
 GF0935  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 GF0935  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GF0935
 GF0935  HORZ ORDER  -  SECOND
 GF0935
 GF0935.The horizontal coordinates were established by classical geodetic methods
 GF0935.and adjusted by the National Geodetic Survey in February 2000..
 GF0935
 GF0935.The orthometric height was scaled from a topographic map.
 GF0935
 GF0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0935
 GF0935.The geoid height was determined by GEOID03.
 GF0935
 GF0935;                    North         East     Units Scale Factor Converg.
 GF0935;SPC MO W     -    78,775.648   894,643.517   MT  0.99996572   +0 18 01.8
 GF0935;UTM  15      - 4,081,532.241   410,945.539   MT  0.99969770   -0 35 58.8
 GF0935
 GF0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0935!SPC MO W     -   0.99994001  x   0.99996572  =   0.99990573
 GF0935!UTM  15      -   0.99994001  x   0.99969770  =   0.99963773
 GF0935
 GF0935|---------------------------------------------------------------------|
 GF0935| PID    Reference Object                     Distance      Geod. Az  |
 GF0935|                                                           dddmmss.s |
 GF0935| CI1361 CAPPS RM 1                           34.442 METERS 07431     |
 GF0935| CI1360 CAPPS AZ MK                                        1030015.5 |
 GF0935| CI1362 CAPPS RM 2                           23.449 METERS 18102     |
 GF0935| GG0536 PIERCE CITY MUN STANDPIPE           APPROX. 8.6 KM 3583924.1 |
 GF0935|---------------------------------------------------------------------|
 GF0935
 GF0935                          SUPERSEDED SURVEY CONTROL
 GF0935
 GF0935  NAD 83(1997)-  36 52 31.95935(N)    093 59 57.26572(W) AD(       ) 2
 GF0935  NAD 83(1997)-  36 52 31.96032(N)    093 59 57.26546(W) AD(       ) 2
 GF0935  NAD 83(1997)-  36 52 31.96849(N)    093 59 57.26746(W) AD(       ) 2
 GF0935  NAD 83(1986)-  36 52 31.97180(N)    093 59 57.26572(W) AD(       ) 2
 GF0935  NAD 27      -  36 52 31.74690(N)    093 59 56.51600(W) AD(       ) 2
 GF0935
 GF0935.Superseded values are not recommended for survey control.
 GF0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0935.See file dsdata.txt to determine how the superseded data were derived.
 GF0935
 GF0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1094681532(NAD 83)
 GF0935_MARKER: DS = TRIANGULATION STATION DISK
 GF0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0935+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1998
 GF0935
 GF0935  HISTORY     - Date     Condition        Report By
 GF0935  HISTORY     - 1961     MONUMENTED       CGS
 GF0935  HISTORY     - 19981221 GOOD             MOHC
 GF0935
 GF0935                          STATION DESCRIPTION
 GF0935
 GF0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0935'ABOUT 5 MILES SOUTH OF PIERCE CITY, ABOUT 3/4 OF A MILE EAST
 GF0935'OF THE VILLAGE OF PULASKIFIELD, IN THE SOUTHEAST QUARTER OF
 GF0935'SEC. 16, T-25-N, R-28-W, AND ON THE PROPERTY OF MR. PAUL BILSKI.
 GF0935'IT IS 116.6 FEET NORTH OF A LONE CEDAR TREE, 51 FEET SOUTHWEST
 GF0935'OF THE SOUTHWEST EDGE OF A WOODS, 29 FEET SOUTH OF THE
 GF0935'INTERSECTION OF 5 FENCE LINES, 3 FEET SOUTH OF A WITNESS POST
 GF0935'AND SET IN A NORTH-SOUTH FENCE LINE.  THE MONUMENT PROJECTS 2
 GF0935'INCHES AND THE DISK IS STAMPED CAPPS 1961.
 GF0935'
 GF0935'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 GF0935'AND STATE HIGHWAY 97, (ABOUT 2 MILES SOUTH OF PIERCE CITY)
 GF0935'GO SOUTH ON HIGHWAY 97 FOR 2.9 MILES TO A CROSSROAD IN THE
 GF0935'VILLAGE OF PULASKIFIELD.  TURN LEFT AND GO EAST ON THE SURFACED
 GF0935'ROAD FOR 0.7 MILE TO A HOUSE AND DRIVEWAY ON THE LEFT.* TURN
 GF0935'LEFT ON THE DRIVEWAY AND GO NORTH FOR 0.1 MILE TO A JOG IN THE
 GF0935'TRACK ROAD AND FENCE LINE TO THE LEFT.  GO LEFT FOR ABOUT 50
 GF0935'FEET AND THEN NORTH AGAIN FOR 0.15 MILE TO THE STATION ON THE
 GF0935'RIGHT.
 GF0935'
 GF0935'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EAST ON
 GF0935'THE SURFACED ROAD FOR 0.4 MILE TO A CROSSROAD.  CONTINUE EAST
 GF0935'ON THE SURFACED ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE
 GF0935'LEFT.
 GF0935'
 GF0935'REFERENCE MARK 1 IS 11 FEET SOUTHWEST OF A 10 INCH OAK TREE
 GF0935'AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES
 GF0935'AND THE DISK IS STAMPED CAPPS NO 1 1961.
 GF0935'
 GF0935'REFERENCE MARK 2 IS 39 FEET NORTH OF THE CEDAR TREE AND 1
 GF0935'FOOT WEST OF THE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 GF0935'THE DISK IS STAMPED CAPPS NO 2 1961.
 GF0935'
 GF0935'THE AZIMUTH MARK IS 19 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 GF0935'1 FOOT SOUTH OF A FENCE AND 1 FOOT EAST OF A WITNESS POST.
 GF0935'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED CAPPS
 GF0935'1961.
 GF0935'
 GF0935'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0935
 GF0935                          STATION RECOVERY (1998)
 GF0935
 GF0935'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1998 (JC)
 GF0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1006 ***********************************************************************
 GE1006  DESIGNATION -  CARDWELL
 GE1006  PID         -  GE1006
 GE1006  STATE/COUNTY-  MO/DUNKLIN
 GE1006  USGS QUAD   -  CARDWELL (1983)
 GE1006
 GE1006                         *CURRENT SURVEY CONTROL
 GE1006  ___________________________________________________________________
 GE1006* NAD 83(1997)-  36 02 59.50576(N)    090 17 45.47111(W)     ADJUSTED  
 GE1006* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 GE1006  ___________________________________________________________________
 GE1006  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GE1006  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE1006
 GE1006  HORZ ORDER  -  FIRST
 GE1006
 GE1006.The horizontal coordinates were established by classical geodetic methods
 GE1006.and adjusted by the National Geodetic Survey in February 2000..
 GE1006
 GE1006.The orthometric height was scaled from a topographic map.
 GE1006
 GE1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1006
 GE1006.The geoid height was determined by GEOID03.
 GE1006
 GE1006;                    North         East     Units Scale Factor Converg.
 GE1006;SPC MO E     -    24,043.311   268,383.819   MT  0.99993750   +0 07 12.3
 GE1006;SPC AR N     -   191,766.708   553,532.931   MT  0.99996888   +0 59 29.7
 GE1006;SPC AR N     -   629,154.61  1,816,049.29   sFT  0.99996888   +0 59 29.7
 GE1006;UTM  15      - 3,992,862.997   743,582.839   MT  1.00033114   +1 35 31.5
 GE1006
 GE1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1006!SPC MO E     -   0.99999266  x   0.99993750  =   0.99993016
 GE1006!SPC AR N     -   0.99999266  x   0.99996888  =   0.99996154
 GE1006!UTM  15      -   0.99999266  x   1.00033114  =   1.00032380
 GE1006
 GE1006|---------------------------------------------------------------------|
 GE1006| PID    Reference Object                     Distance      Geod. Az  |
 GE1006|                                                           dddmmss.s |
 GE1006| CI4062 CARDWELL RM 3                         8.607 METERS 08507     |
 GE1006| CI4059 CARDWELL AZ MK                                     0912028.2 |
 GE1006| GE1000 ARBYRD COTTON COMPRESS CO TANK      APPROX. 4.9 KM 0940826.2 |
 GE1006| CI4060 CARDWELL RM 1                        34.342 METERS 16809     |
 GE1006| CI4061 CARDWELL RM 2                        25.532 METERS 28626     |
 GE1006| GE1009 MARMADUKE MUNICIPAL TANK            APPROX.17.8 KM 3325239.7 |
 GE1006|---------------------------------------------------------------------|
 GE1006
 GE1006                          SUPERSEDED SURVEY CONTROL
 GE1006
 GE1006  NAD 83(1997)-  36 02 59.50596(N)    090 17 45.47105(W) AD(       ) 1
 GE1006  NAD 83(1986)-  36 02 59.51729(N)    090 17 45.47287(W) AD(       ) 1
 GE1006  NAD 27      -  36 02 59.27020(N)    090 17 45.11040(W) AD(       ) 1
 GE1006
 GE1006.Superseded values are not recommended for survey control.
 GE1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1006.See file dsdata.txt to determine how the superseded data were derived.
 GE1006
 GE1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4358392863(NAD 83)
 GE1006_MARKER: DS = TRIANGULATION STATION DISK
 GE1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1006
 GE1006  HISTORY     - Date     Condition        Report By
 GE1006  HISTORY     - 1953     MONUMENTED       CGS
 GE1006  HISTORY     - 1970     GOOD             NGS
 GE1006  HISTORY     - 1988     MARK NOT FOUND   USE
 GE1006
 GE1006                          STATION DESCRIPTION
 GE1006
 GE1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE1006'THE STATION IS LOCATED AT THE WEST EDGE OF THE TOWN OF CARDWELL,
 GE1006'IN THE NORTHEAST CORNER OF THE PLOT OF GROUND OCCUPIED BY THE
 GE1006'RUTHERFORD GIN, 0.15 MILE WEST OF THE CARDWELL RAILROAD DEPOT, 71
 GE1006'FEET NORTHWEST OF A STREET INTERSECTION, 62 FEET SOUTH OF THE
 GE1006'SOUTH RAIL OF THE RAILROAD TRACKS AND 16 FEET SOUTHWEST OF A
 GE1006'WITNESS POST.  IT IS SET FLUSH AND IS STAMPED CARDWELL 1953.
 GE1006'
 GE1006'REFERENCE MARK NO. 1 IS 51 FEET SOUTHEAST OF A POWER LINE POLE
 GE1006'THAT HAS A TRANSFORMER, 20 FEET NORTHEAST OF THE SOUTHEAST END
 GE1006'OF A STORAGE TANK AND 13 FEET WEST OF THE CENTER OF A STREET.  IT
 GE1006'PROJECTS 5 INCHES AND IS STAMPED CARDWELL NO 1 1953.
 GE1006'
 GE1006'REFERENCE MARK NO. 2 IS 52 FEET SOUTH OF THE SOUTH RAIL OF THE
 GE1006'RAILROAD TRACKS, 44 FEET NORTH OF THE NORTHWEST CORNER OF A TIN
 GE1006'BUILDING AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 GE1006'5 INCHES AND IS STAMPED CARDWELL NO 2 1953.
 GE1006'
 GE1006'THE AZIMUTH MARK IS 96 FEET EAST OF A STREET INTERSECTION, 93 FEET
 GE1006'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 7 FEET NORTH OF THE
 GE1006'NORTH RAIL OF A RAILROAD SIDING AND 2 FEET WEST OF A WITNESS
 GE1006'POST.  IT PROJECTS 3 INCHES AND IS STAMPED CARDWELL 1953.
 GE1006'
 GE1006'TO REACH THE STATION FROM THE CARDWELL RAILROAD DEPOT GO WEST ON
 GE1006'THE STREET JUST SOUTH OF THE DEPOT FOR 0.15 MILE TO THE STATION
 GE1006'AS DESCRIBED.
 GE1006'
 GE1006'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.15 MILE
 GE1006'TO THE DEPOT, CONTINUE EAST FOR 0.2 MILE TO THE AZIMUTH MARK
 GE1006'AS DESCRIBED.
 GE1006'
 GE1006'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE1006
 GE1006                          STATION RECOVERY (1970)
 GE1006
 GE1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE1006'ALL MARKS FOUND IN GOOD CONDITION.  REFERENCE MARK 2 IS OBSTRUCTED
 GE1006'BY A BUILDING AND COULD NOT BE CUT IN OR MEASURED TO.  A REFERENCE
 GE1006'MARK 3 WAS SET.  THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT THE
 GE1006'DISTANCE WAS FOUND TO BE 0.08 OF A FOOT LONGER THAN PREVIOUS
 GE1006'MEASUREMENT.  A NEW DESCRIPTION FOLLOWS.  REFERENCE MARK 2 WAS
 GE1006'LEFT INTACT.
 GE1006'
 GE1006'STATION IS LOCATED IN THE WEST EDGE OF CARDWELL IN THE NORTHEAST
 GE1006'CORNER OF PROPERTY OF THE RUTHERFORD GIN CO., 7 FEET SOUTHWEST
 GE1006'OF A 6 INCH CHERRY TREE, 1 FOOT NORTHEAST OF A METAL WITNESS
 GE1006'POST, 4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF METAL BUILDING,
 GE1006'48 FEET NORTHWEST OF A FIRE HYDRANT, 52 FEET NORTHWEST OF A POWER
 GE1006'POLE, 71 FEET NORTHWEST OF THE INTERSECTION OF ELM AND BERTIG
 GE1006'STREETS, 61 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACK, 42
 GE1006'FEET WEST OF THE EXTENDED CENTERLINE OF BERTIG STREET AND 18 FEET
 GE1006'NORTH OF THE EXTENDED CENTERLINE OF ELM STREET.  MONUMENT IS
 GE1006'2 INCHES UNDERGROUND AND THE DISK IS STAMPED CARDWELL 1953.
 GE1006'
 GE1006'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND ELM
 GE1006'STREETS GO WEST ON ELM STREET FOR 0.15 MILE TO THE STATION.
 GE1006'
 GE1006'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF MAIN AND ELM
 GE1006'STREETS, GO EAST ON ELM STREET FOR 0.2 MILE TO THE AZIMUTH MARK.
 GE1006'
 GE1006'REFERENCE MARK 1 IS 65 FEET SOUTH OF THE POWER POLE, 21 FEET WEST
 GE1006'OF THE CENTERLINE OF BERTIG ST., 7 FEET NORTH OF THE END AND NORTH
 GE1006'RAIL OF RAILROAD SIDETRACK AND 29 FEET SOUTHEAST OF THE SOUTHEAST
 GE1006'CORNER OF THE CONCRETE BASE OF METAL SHED HOUSING LOADING
 GE1006'PLATFORM.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE1006'CARDWELL NO 1 1953.
 GE1006'
 GE1006'REFERENCE MARK 3 IS 39 FEET NORTH OF THE FIRE HYDRANT, 45 FEET
 GE1006'NORTH OF THE POWER POLE, 13 FEET WEST OF THE EXTENDED CENTERLINE
 GE1006'OF BERTIG ST., 24 FEET EAST OF THE CHERRY TREE AND 58 FEET SOUTH
 GE1006'OF THE SOUTH RAIL OF THE RAILROAD TRACK.  THE MONUMENT IS FLUSH
 GE1006'AND THE DISK IS STAMPED CARDWELL 1953 NO 3 1970.
 GE1006'
 GE1006'THE AZIMUTH MARK IS 7 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 GE1006'SIDE TRACK, 1 FOOT WEST OF A METAL WITNESS POST, 3 FEET SOUTH OF
 GE1006'A FENCE, 46 FEET NORTHEAST OF A 14 INCH ELM TREE, 93 FEET SOUTH OF
 GE1006'THE SOUTH RAIL OF RAILROAD TRACK AND 96 FEET EAST OF THE
 GE1006'INTERSECTION OF DECATER AND ELM STREETS.  THE MONUMENT PROJECTS 4
 GE1006'INCHES AND THE DISK IS STAMPED CARDWELL 1953.
 GE1006'
 GE1006'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE1006'
 GE1006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT CARDWELL.
 GE1006
 GE1006                          STATION RECOVERY (1988)
 GE1006
 GE1006'RECOVERY NOTE BY US ENGINEERS 1988 (CW)
 GE1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1029 ***********************************************************************
 HE1029  DESIGNATION -  CARL
 HE1029  PID         -  HE1029
 HE1029  STATE/COUNTY-  MO/JASPER
 HE1029  USGS QUAD   -  CARL JUNCTION (1978)
 HE1029
 HE1029                         *CURRENT SURVEY CONTROL
 HE1029  ___________________________________________________________________
 HE1029* NAD 83(1997)-  37 10 53.30192(N)    094 37 04.09219(W)     ADJUSTED  
 HE1029* NAVD 88     -       279.63   (+/-2cm)     917.4    (feet)  VERTCON   
 HE1029  ___________________________________________________________________
 HE1029  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 HE1029  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 HE1029
 HE1029  HORZ ORDER  -  FIRST
 HE1029  VERT ORDER  -  THIRD ? (See Below)
 HE1029
 HE1029.The horizontal coordinates were established by classical geodetic methods
 HE1029.and adjusted by the National Geodetic Survey in February 2000..
 HE1029
 HE1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1029.The vertical order pertains to the NGVD 29 superseded value.
 HE1029
 HE1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1029
 HE1029.The geoid height was determined by GEOID03.
 HE1029
 HE1029;                    North         East     Units Scale Factor Converg.
 HE1029;SPC MO W     -   112,614.482   839,539.710   MT  0.99994252   -0 04 16.3
 HE1029;SPC KS S     -   464,312.579   744,644.384   MT  1.00001784   +2 23 08.6
 HE1029;UTM  15      - 4,116,229.506   356,391.837   MT  0.99985405   -0 58 40.3
 HE1029
 HE1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1029!SPC MO W     -   0.99996081  x   0.99994252  =   0.99990333
 HE1029!SPC KS S     -   0.99996081  x   1.00001784  =   0.99997865
 HE1029!UTM  15      -   0.99996081  x   0.99985405  =   0.99981487
 HE1029
 HE1029:                Primary Azimuth Mark                     Grid Az
 HE1029:SPC MO W     -  CARL JCT MUNICIPAL TANK                  094 53 43.4
 HE1029:SPC KS S     -  CARL JCT MUNICIPAL TANK                  092 26 18.5
 HE1029:UTM  15      -  CARL JCT MUNICIPAL TANK                  095 48 07.4
 HE1029
 HE1029|---------------------------------------------------------------------|
 HE1029| PID    Reference Object                     Distance      Geod. Az  |
 HE1029|                                                           dddmmss.s |
 HE1029| HE1033 CARL JCT MUNICIPAL TANK             APPROX. 4.6 KM 0944927.1 |
 HE1029| HE1056 GALENA EAGLE PICHER SMELT STK       APPROX.10.6 KM 1853056.5 |
 HE1029| HE1068 GALENA MUNICIPAL STANDPIPE          APPROX.11.8 KM 1855544.9 |
 HE1029| HE1063 RIVERTON EMP DIST ELEC S STK        APPROX.14.2 KM 2102730.2 |
 HE1029| GG0721 QUAPAW MUNICIPAL TANK               APPROX.29.7 KM 2103014.2 |
 HE1029| HE1066 RIVERTON EMP DIST ELEC E STK        APPROX.14.1 KM 2103301.0 |
 HE1029| HE1064 RIVERTON EMP DIST ELEC W STK        APPROX.14.1 KM 2103726.0 |
 HE1029| HE1061 RIVERTON EMP DIST ELEC N STK        APPROX.14.1 KM 2104014.0 |
 HE1029| CM3771 CARL RM 1                            31.367 METERS 21845     |
 HE1029| CM3770 CARL AZ MK                                         2690027.5 |
 HE1029| CM3772 CARL RM 2                            37.628 METERS 29326     |
 HE1029|---------------------------------------------------------------------|
 HE1029
 HE1029                          SUPERSEDED SURVEY CONTROL
 HE1029
 HE1029  NAD 83(1997)-  37 10 53.30192(N)    094 37 04.09220(W) AD(       ) 1
 HE1029  NAD 83(1997)-  37 10 53.30871(N)    094 37 04.09458(W) AD(       ) 1
 HE1029  NAD 83(1986)-  37 10 53.31495(N)    094 37 04.08839(W) AD(       ) 1
 HE1029  NAD 27      -  37 10 53.11600(N)    094 37 03.25800(W) AD(       ) 1
 HE1029  NGVD 29 (07/19/86)  279.53   (m)          917.1    (f) LEVELING    3  
 HE1029
 HE1029.Superseded values are not recommended for survey control.
 HE1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1029.See file dsdata.txt to determine how the superseded data were derived.
 HE1029
 HE1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5639216230(NAD 83)
 HE1029_MARKER: DS = TRIANGULATION STATION DISK
 HE1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE1029+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 HE1029
 HE1029  HISTORY     - Date     Condition        Report By
 HE1029  HISTORY     - 1935     MONUMENTED       CGS
 HE1029  HISTORY     - 1961     GOOD             USGS
 HE1029  HISTORY     - 1964     GOOD             CGS
 HE1029  HISTORY     - 20000814 GOOD             MOHC
 HE1029  HISTORY     - 20060614 GOOD             MODNR
 HE1029
 HE1029                          STATION DESCRIPTION
 HE1029
 HE1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1029'STATION IS ABOUT 9 MILES NW OF JOPLIN, AND 3 MILES W OF CARL
 HE1029'JUNCTION, NEAR THE CENTER OF THE W EDGE OF SEC. 2, T 28 N, R 34 W,
 HE1029'ON LAND OWNED BY MR. NORTHCOTT, AND OCCUPIES BY MR. JESS
 HE1029'ROBERTS.  IT IS ON THE CENTER LINE OF A DIRT ROAD RUNNING W FROM
 HE1029'THE STATION, ALONG THE S SIDE OF A CEMETERY.  IT IS 70 FEET
 HE1029'N OF FENCE ALONG N SIDE OF COUNTY HIGHWAY T, WHICH IS NOW
 HE1029'UNDER CONSTRUCTION.  IT IS 110 FEET E OF FENCE LINE ON THE
 HE1029'E SIDE OF THE ROAD ALONG THE KANSAS LINE.  IT PROJECTS
 HE1029'8 INCHES.
 HE1029'
 HE1029'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 HE1029'STANDARD BRONZE DISKS SET IN CONCRETE.
 HE1029'
 HE1029'REFERENCE MARK NO. 1 IS SW OF THE STATION, 40 FEET N OF
 HE1029'CENTER OF GRAVEL ROAD TO W AND JASPER COUNTY HIGHWAY T,
 HE1029'WHICH IS UNDER CONSTRUCTION.  IT IS 48 FEET E OF FENCE
 HE1029'CORNER, 1 FOOT S OF FENCE, AND PROJECTS 10 INCHES.
 HE1029'
 HE1029'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 1 FOOT W OF
 HE1029'FENCE, 20 FEET E OF CENTER OF STATE LINE ROAD, 49 FEET N OF
 HE1029'CENTER OF DIRT ROAD TO W, AND PROJECTS 8 INCHES.
 HE1029'
 HE1029'AZIMUTH MARK IS ABOUT 0.15 MILE W OF STATION, 20 FEET S
 HE1029'OF THE CENTER OF DIRT ROAD, AT THE TOP OF A HILL, 4 FEET N
 HE1029'OF FENCE, 100 FEET E OF HOUSE, AND PROJECTS 8 INCHES.
 HE1029'
 HE1029'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAYS 71,
 HE1029'AND 66 IN JOPLIN, GO W ON U.S. HIGHWAY 66, 2.0 MILES TO COUNTY
 HE1029'HIGHWAY P, THENCE N ON COUNTY HIGHWAY P 4.5 MILES TO WHERE
 HE1029'IT TURNS W AND GRAVEL ROAD CONTINUES AHEAD.  CONTINUE N
 HE1029'3.35 MILES TO SIDE ROAD, THENCE W 1.3 MILES TO CROSS ROAD, THENCE
 HE1029'FOLLOW MAIN TRAVELED ROAD, N AND W 1.55 MILES TO TWO PARALLEL
 HE1029'ROADS TO THE W, AND STATION ON RIGHT.
 HE1029'
 HE1029'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 HE1029'
 HE1029'HEIGHT OF LIGHT ABOVE STATION MARK 77-FEET.
 HE1029
 HE1029                          STATION RECOVERY (1961)
 HE1029
 HE1029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HE1029'STATION IS ABOUT 9 MILES W. OF CARL JUNCTION, NEAR THE CENTER
 HE1029'OF THE W. EDGE OF SEC. 2, T. 28 N., R. 34 W.  IT IS ON
 HE1029'THE EXTENDED CENTER LINE OF A GRAVEL ROAD RUNNING W. SOUTH OF
 HE1029'A CEMETERY.  IT IS 70 FEET N. OF A FENCE ALONG THE N. SIDE
 HE1029'OF STATE HIGHWAY 96, 110 FEET E. OF A FENCE ON THE E. SIDE OF A
 HE1029'N/S (KANSAS LINE) ROAD.  IT PROJECTS 8 INCHES.
 HE1029
 HE1029                          STATION RECOVERY (1964)
 HE1029
 HE1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE1029'THE STATION MARK, R.M. 1, R.M. 2, AND AZIMUTH MARK WERE RECOVERED
 HE1029'IN GOOD CONDITION.  RECOVERY NOTE BY THE U.S.G.S., 1961 AND THE
 HE1029'ORIGINAL DESCRIPTION IS NOT ADEQUATE, NEW DESCRIPTION IS AS
 HE1029'FOLLOWS.  THE DISTANCES TO THE RMS WERE VERIFIED.
 HE1029'
 HE1029'STATION IS ABOUT 3 MILES WEST OF THE CARL JUNCTION POST
 HE1029'OFFICE, BY THE KANSAS AND MISSOURI STATE LINE.  THE STATION
 HE1029'IS MARKED BY A STANDARD DISK STAMPED CARL 1935, SET IN THE
 HE1029'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES.
 HE1029'IT IS 192.5 FEET NE OF THE CENTER OF THE INTERSECTION OF
 HE1029'STATE HIGHWAY 96 AND NS GRAVEL ROAD, 112.0 FEET N OF THE
 HE1029'CENTERLINE OF THE HIGHWAY AND 103.0 FEET NE OF THE SW FENCE
 HE1029'CORNER.
 HE1029'
 HE1029'REFERENCE MARK NO. 1 IIS MARKED BY A REFERENCE MARK DISK
 HE1029'STAMPED CARL NO 1 1935, SET IN THE TOP OF A 12 INCH SQUARE
 HE1029'CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.  IT IS 92.0
 HE1029'FEET NE OF THE CENTER OF THE INTERSECTIONS OF THE HIGHWAY
 HE1029'AND NS GRAVEL ROAD, 42.0 FEET N OF THE CENTERLINE OF THE
 HE1029'HIGHWAY.
 HE1029'
 HE1029'REFERENCE MARK NO. 2 IS MARKED BY A REFERENCE MARK DISK
 HE1029'STAMPED CARL NO 2 1935, SET IN THE TOP OF A 12 INCH SQUARE
 HE1029'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 123.5 FEET
 HE1029'WNW OF THE STATION, 28.0 FEET E OF THE CENTER OF A NS GRAVEL
 HE1029'ROAD AND 1.0 FEET W OF A FENCE.
 HE1029'
 HE1029'AZIMUTH MARK IS ABOUT 0.2 MILES W OF THE STATION, MARKED BY
 HE1029'A AZIMUTH MARK DISK STAMPED CARL 1935, SET IN THE TOP OF
 HE1029'A 12 INCH SQUARE CONCRETE MONUMENT AND FLUSH WITH THE GROUND.
 HE1029'IT IS 107.0 FEET E OF THE CENTER OF A CONCRETE WALL COVERING,
 HE1029'57.5 FEET SE OF A TRANSFORMER POLE AND 17.0 FEET S OF THE
 HE1029'CENTER OF A PRIVATE ROAD.
 HE1029'
 HE1029'TO REACH THE STATION FROM THE CARL JUNCTION POST OFFICE GO
 HE1029'WEST COUNTY ROAD Z FOR 1.4 MILES TO THE INTERSECTION OF
 HE1029'STATE HIGHWAY 96, THEN CONTINUE WEST ALONG HIGHWAY 96 TO
 HE1029'THE STATE LINE AND THE STATION IS ON THE RIGHT.
 HE1029
 HE1029                          STATION RECOVERY (2000)
 HE1029
 HE1029'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 2000 (RLB)
 HE1029'RECOVERED IN GOOD CONDITION.
 HE1029
 HE1029                          STATION RECOVERY (2006)
 HE1029
 HE1029'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE1029'STATION WAS RECOVERED UNDER HEAVY TREE COVER. THE AZIMUTH MARK AND RMS
 HE1029'WERE RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1032 ***********************************************************************
 HE1032  DESIGNATION -  CARL JCT DUPONT DE NEMOURS TK
 HE1032  PID         -  HE1032
 HE1032  STATE/COUNTY-  MO/JASPER
 HE1032  USGS QUAD   -  CARL JUNCTION (1978)
 HE1032
 HE1032                         *CURRENT SURVEY CONTROL
 HE1032  ___________________________________________________________________
 HE1032* NAD 83(1997)-  37 09 44.76042(N)    094 32 49.22675(W)     ADJUSTED  
 HE1032* NAVD 88     -                                                        
 HE1032  ___________________________________________________________________
 HE1032  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 HE1032  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HE1032
 HE1032  HORZ ORDER  -  THIRD
 HE1032
 HE1032.The horizontal coordinates were established by classical geodetic methods
 HE1032.and adjusted by the National Geodetic Survey in February 2000..
 HE1032
 HE1032
 HE1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1032
 HE1032.The geoid height was determined by GEOID03.
 HE1032
 HE1032;                    North         East     Units Scale Factor Converg.
 HE1032;SPC MO W     -   110,496.143   845,824.953   MT  0.99994139   -0 01 42.2
 HE1032;SPC KS S     -   462,465.519   751,015.167   MT  1.00002212   +2 25 45.2
 HE1032;UTM  15      - 4,114,012.218   362,642.164   MT  0.99983242   -0 56 04.8
 HE1032
 HE1032                          SUPERSEDED SURVEY CONTROL
 HE1032
 HE1032  NAD 83(1997)-  37 09 44.76043(N)    094 32 49.22674(W) AD(       ) 4
 HE1032  NAD 83(1997)-  37 09 44.76781(N)    094 32 49.22946(W) AD(       ) 4
 HE1032  NAD 83(1986)-  37 09 44.77550(N)    094 32 49.22515(W) AD(       ) 4
 HE1032  NAD 27      -  37 09 44.57000(N)    094 32 48.40100(W) AD(       ) 3
 HE1032
 HE1032.Superseded values are not recommended for survey control.
 HE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1032.See file dsdata.txt to determine how the superseded data were derived.
 HE1032
 HE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6264214012(NAD 83)
 HE1032_MARKER: 53 = ELEVATED TANK
 HE1032
 HE1032  HISTORY     - Date     Condition        Report By
 HE1032  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1032  HISTORY     - 1948     GOOD             CGS
 HE1032  HISTORY     - 1955     GOOD             CGS
 HE1032  HISTORY     - 20041224 MARK NOT FOUND   USPSQD
 HE1032
 HE1032                          STATION DESCRIPTION
 HE1032
 HE1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1032'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK AT
 HE1032'THE CARL JUNCTION EXPLOSIVES PLANT OF THE E.I. DUPONT DE
 HE1032'NEMOURS AND COMPANY INCORPORATED.  IT IS A TALL STEEL TANK
 HE1032'WITH ROUND BOTTOM AND CONICAL TOP AND HAS A BALL AT THE TIP.
 HE1032'IT IS SUPPORTED BY FOUR LEGS AND IS PAINTED BLACK.  IT IS
 HE1032'ABOUT 55 FEET HIGH AND BARELY CLEARS THE TOPS OF NEARBY TREES
 HE1032'AND IS NOT VERY PROMINENT.  THERE IS A STEEL STACK HIGHER THAN
 HE1032'THE TANK ABOUT 250 FEET SE.  THE TANK WAS ERECTED IN 1924.
 HE1032'
 HE1032'THE TANK IS ABOUT 1-1/2 MILES SE OF CARL JUNCTION AND ABOUT
 HE1032'4 MILES W OF WEBB CITY, IN THE SE 1/4 SEC. 8, T 28 N, R 33 W,
 HE1032'ABOUT 1 MILE W OF STATE HIGHWAY 57, AND AT THE SE EDGE OF THE
 HE1032'MAIN PART OF THE PLANT.
 HE1032
 HE1032                          STATION RECOVERY (1948)
 HE1032
 HE1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER)
 HE1032'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HE1032
 HE1032                          STATION RECOVERY (1955)
 HE1032
 HE1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 HE1032'STATION RECOVERED AS DESCRIBED.
 HE1032
 HE1032                          STATION RECOVERY (2004)
 HE1032
 HE1032'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 HE1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1033 ***********************************************************************
 HE1033  DESIGNATION -  CARL JCT MUNICIPAL TANK
 HE1033  PID         -  HE1033
 HE1033  STATE/COUNTY-  MO/JASPER
 HE1033  USGS QUAD   -  CARL JUNCTION (1978)
 HE1033
 HE1033                         *CURRENT SURVEY CONTROL
 HE1033  ___________________________________________________________________
 HE1033* NAD 83(1997)-  37 10 40.57846(N)    094 33 56.29963(W)     ADJUSTED  
 HE1033* NAVD 88     -                                                        
 HE1033  ___________________________________________________________________
 HE1033  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 HE1033  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HE1033
 HE1033  HORZ ORDER  -  THIRD
 HE1033
 HE1033.The horizontal coordinates were established by classical geodetic methods
 HE1033.and adjusted by the National Geodetic Survey in February 2000..
 HE1033
 HE1033
 HE1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1033
 HE1033.The geoid height was determined by GEOID03.
 HE1033
 HE1033;                    North         East     Units Scale Factor Converg.
 HE1033;SPC MO W     -   112,217.784   844,171.367   MT  0.99994159   -0 02 22.8
 HE1033;SPC KS S     -   464,114.802   749,289.145   MT  1.00001863   +2 25 04.0
 HE1033;UTM  15      - 4,115,759.616   361,016.193   MT  0.99983795   -0 56 46.5
 HE1033
 HE1033                          SUPERSEDED SURVEY CONTROL
 HE1033
 HE1033  NAD 83(1997)-  37 10 40.57847(N)    094 33 56.29962(W) AD(       ) 4
 HE1033  NAD 83(1997)-  37 10 40.58569(N)    094 33 56.30191(W) AD(       ) 4
 HE1033  NAD 83(1986)-  37 10 40.59262(N)    094 33 56.29687(W) AD(       ) 4
 HE1033  NAD 27      -  37 10 40.39000(N)    094 33 55.47200(W) AD(       ) 3
 HE1033
 HE1033.Superseded values are not recommended for survey control.
 HE1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1033.See file dsdata.txt to determine how the superseded data were derived.
 HE1033
 HE1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6101615760(NAD 83)
 HE1033_MARKER: 53 = ELEVATED TANK
 HE1033
 HE1033  HISTORY     - Date     Condition        Report By
 HE1033  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1033  HISTORY     - 1965     GOOD             CGS
 HE1033
 HE1033                          STATION DESCRIPTION
 HE1033
 HE1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1033'THIS INTERSECTION STATION IS THE CENTER OF THE CARL JUNCTION
 HE1033'MUNICIPAL WATER TANK.  IT IS A TALL STEEL TANK WITH ROUND BOTTOM
 HE1033'AND CONICAL TOP AND HAS A BALL AT THE TIP.  IT IS SUPPORTED BY
 HE1033'FOUR LEGS AND HAS A ROUND SHINGLE-COVERED HOUSING AROUND THE
 HE1033'FEED PIPE.  IT IS PAINTED SILVER.  THE TANK IS ABOUT 100 FEET
 HE1033'HIGH AND IS VERY PROMINENT.  IT WAS ERECTED IN 1910.
 HE1033'
 HE1033'THE TANK IS IN THE NW PART OF CARL JUNCTION, ABOUT 300 FEET SW
 HE1033'OF A RAILROAD CROSSING, ABOUT 90 FEET S OF A RAILROAD
 HE1033'TRACK WITH A HIGH RAMP ON THE N SIDE, ABOUT 200 FEET
 HE1033'W OF THE MAIN STREET OF TOWN, AND ABOUT 100 FEET N
 HE1033'OF THE FIRST STREET N OF THE MAIN E-W STREET OF TOWN WHICH IS
 HE1033'COUNTY HIGHWAY Z.
 HE1033
 HE1033                          STATION RECOVERY (1965)
 HE1033
 HE1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1033'STATION RECOVERED IN GOOD CONDITION.  THE TANK WAS BUILT
 HE1033'IN 1910 AND IS APPROXIMATELY 100 FEET IN HEIGHT.  IT IS PAINTED
 HE1033'SILVER AND IS IN THE NORTHEAST ANGLE OF CONGLE ST. AND WATER
 HE1033'ST. INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1021 ***********************************************************************
 HC1021  DESIGNATION -  CARPENTER
 HC1021  PID         -  HC1021
 HC1021  STATE/COUNTY-  MO/REYNOLDS
 HC1021  USGS QUAD   -  REDFORD (1985)
 HC1021
 HC1021                         *CURRENT SURVEY CONTROL
 HC1021  ___________________________________________________________________
 HC1021* NAD 83(1997)-  37 16 02.12900(N)    090 52 53.18972(W)     ADJUSTED  
 HC1021* NAVD 88     -       298.81   (+/-2cm)     980.3    (feet)  VERTCON   
 HC1021  ___________________________________________________________________
 HC1021  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 HC1021  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HC1021
 HC1021  HORZ ORDER  -  SECOND
 HC1021  VERT ORDER  -  THIRD ? (See Below)
 HC1021
 HC1021.The horizontal coordinates were established by classical geodetic methods
 HC1021.and adjusted by the National Geodetic Survey in February 2000..
 HC1021
 HC1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC1021.The vertical order pertains to the NGVD 29 superseded value.
 HC1021
 HC1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1021
 HC1021.The geoid height was determined by GEOID03.
 HC1021
 HC1021;                    North         East     Units Scale Factor Converg.
 HC1021;SPC MO E     -   159,179.137   216,168.637   MT  0.99994743   -0 13 51.5
 HC1021;UTM  15      - 4,126,624.392   687,850.723   MT  1.00003470   +1 16 59.6
 HC1021
 HC1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1021!SPC MO E     -   0.99995778  x   0.99994743  =   0.99990521
 HC1021!UTM  15      -   0.99995778  x   1.00003470  =   0.99999248
 HC1021
 HC1021:                Primary Azimuth Mark                     Grid Az
 HC1021:SPC MO E     -  RUBLE                                    190 14 52.9
 HC1021:UTM  15      -  RUBLE                                    188 44 01.8
 HC1021
 HC1021|---------------------------------------------------------------------|
 HC1021| PID    Reference Object                     Distance      Geod. Az  |
 HC1021|                                                           dddmmss.s |
 HC1021| HC1016 RUBLE                               APPROX.15.9 KM 1900101.4 |
 HC1021| CI4066 CARPENTER RM 1                       23.729 METERS 20346     |
 HC1021| CI4067 CARPENTER RM 2                       25.089 METERS 31735     |
 HC1021|---------------------------------------------------------------------|
 HC1021
 HC1021                          SUPERSEDED SURVEY CONTROL
 HC1021
 HC1021  NAD 83(1986)-  37 16 02.14082(N)    090 52 53.18789(W) AD(       ) 2
 HC1021  NAD 27      -  37 16 01.96450(N)    090 52 52.75290(W) AD(       ) 2
 HC1021  NGVD 29 (07/19/86)  298.79   (m)          980.3    (f) LEVELING    3  
 HC1021
 HC1021.Superseded values are not recommended for survey control.
 HC1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1021.See file dsdata.txt to determine how the superseded data were derived.
 HC1021
 HC1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB8785126624(NAD 83)
 HC1021_MARKER: DS = TRIANGULATION STATION DISK
 HC1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1021
 HC1021  HISTORY     - Date     Condition        Report By
 HC1021  HISTORY     - 1962     MONUMENTED       CGS
 HC1021
 HC1021                          STATION DESCRIPTION
 HC1021
 HC1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1021'THE STATION IS ABOUT 4-3/4 MILES EAST AND 1-3/4 MILES NORTH OF
 HC1021'ELLINGTON, ABOUT 3-3/4 MILES SOUTH AND 1-1/4 MILES EAST OF
 HC1021'REDFORD, ABOUT 1/4 MILE SOUTH OF CARPENTER CREEK, IN THE
 HC1021'NORTHWEST 1/4 OF SEC. 19, T. 30 N., R. 2 E., AND ON THE PROPERTY
 HC1021'OF MR. LEO DREY.  IT IS 44 FEET SOUTHEAST OF THE CENTERLINE OF
 HC1021'A DIM WOODS ROAD, 21 FEET EAST OF AN 8 INCH OAK TREE WITH A
 HC1021'TRIANGULAR BLAZE ON THE NORTHWEST SIDE AND 5 FEET NORTHWEST
 HC1021'OF A WITNESS POST.  THE MONUMENT PROJECTS 7 INCHES AND THE
 HC1021'DISK IS STAMPED CARPENTER 1962.
 HC1021'
 HC1021'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 106 IN
 HC1021'ELLINGTON, GO NORTH ON HIGHWAY 21 FOR 0.55 MILE TO A SIDE ROAD
 HC1021'RIGHT.  TURN RIGHT AND GO EASTERLY ON COUNTY ROAD K FOR 4.95
 HC1021'MILES TO A FORK AND THE END OF THE BLACKTOP.  TAKE THE RIGHT FORK
 HC1021'AND GO SOUTHEAST ON COUNTY ROAD W FOR 1.15 MILES TO A SIDE ROAD
 HC1021'LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.2 MILE
 HC1021'TO A TRIANGULAR BLAZED TREE ON THE RIGHT AND A DIM WOODS ROAD
 HC1021'LEFT.  TURN LEFT AND GO NORTHEASTERLY ON A DIM WOODS ROAD
 HC1021'FOR 0.3 MILE TO THE TOP OF A HILL AND THE STATION.
 HC1021'
 HC1021'REFERENCE MARK 1 IS 61 FEET SOUTH OF THE TRIANGULAR BLAZED TREE
 HC1021'AND 45 FEET EAST OF A TRIPLE TRUNKED HICKORY TREE.  THE MONUMENT
 HC1021'PROJECTS 4 INCHES AND THE DISK IS STAMPED CARPENTER NO 1 1962.
 HC1021'
 HC1021'REFERENCE MARK 2 IS 38 FEET NORTHWEST OF THE CENTERLINE OF THE
 HC1021'DIM WOODS ROAD AND 25 FEET NORTHEAST OF A 24 INCH OAK TREE.  THE
 HC1021'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CARPENTER
 HC1021'NO 2 1962.
 HC1021'
 HC1021'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 HC1021'
 HC1021'NO MEASUREMENT BETWEEN RMS, TREES ON LINE.
 HC1021'
 HC1021'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1495 ***********************************************************************
 KE1495  DESIGNATION -  CARPENTER
 KE1495  PID         -  KE1495
 KE1495  STATE/COUNTY-  MO/PLATTE
 KE1495  USGS QUAD   -  PARKVILLE (1991)
 KE1495
 KE1495                         *CURRENT SURVEY CONTROL
 KE1495  ___________________________________________________________________
 KE1495* NAD 83(1997)-  39 11 48.00674(N)    094 39 47.87425(W)     ADJUSTED  
 KE1495* NAVD 88     -       318.86   (+/-2cm)    1046.1    (feet)  VERTCON   
 KE1495  ___________________________________________________________________
 KE1495  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 KE1495  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE1495
 KE1495  HORZ ORDER  -  SECOND
 KE1495  VERT ORDER  -  THIRD ? (See Below)
 KE1495
 KE1495.The horizontal coordinates were established by classical geodetic methods
 KE1495.and adjusted by the National Geodetic Survey in February 2000..
 KE1495
 KE1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1495.The vertical order pertains to the NGVD 29 superseded value.
 KE1495
 KE1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1495
 KE1495.The geoid height was determined by GEOID03.
 KE1495
 KE1495;                    North         East     Units Scale Factor Converg.
 KE1495;SPC MO W     -   336,294.433   835,894.117   MT  0.99994363   -0 06 11.5
 KE1495;SPC KS N     -   101,149.544   688,167.050   MT  0.99995729   +2 06 40.2
 KE1495;UTM  15      - 4,339,919.255   356,367.537   MT  0.99985402   -1 03 04.9
 KE1495
 KE1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1495!SPC MO W     -   0.99995507  x   0.99994363  =   0.99989870
 KE1495!SPC KS N     -   0.99995507  x   0.99995729  =   0.99991236
 KE1495!UTM  15      -   0.99995507  x   0.99985402  =   0.99980910
 KE1495
 KE1495                          SUPERSEDED SURVEY CONTROL
 KE1495
 KE1495  NAD 83(1997)-  39 11 48.00675(N)    094 39 47.87426(W) AD(       ) 2
 KE1495  NAD 83(1986)-  39 11 48.01599(N)    094 39 47.86891(W) AD(       ) 2
 KE1495  NAD 83(1986)-  39 11 48.01489(N)    094 39 47.87165(W) AD(       ) 2
 KE1495  NAD 83(1986)-  39 11 48.01601(N)    094 39 47.86896(W) AD(       ) 2
 KE1495  NAD 27      -  39 11 48.00379(N)    094 39 47.02193(W) AD(       ) 2
 KE1495  NGVD 29 (03/28/90)  318.76   (m)         1045.8    (f) LEVELING    3  
 KE1495
 KE1495.Superseded values are not recommended for survey control.
 KE1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1495.See file dsdata.txt to determine how the superseded data were derived.
 KE1495
 KE1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5636839919(NAD 83)
 KE1495_MARKER: P = PIPE CAP
 KE1495_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KE1495_SP_SET: OBJECT DRIVEN INTO GROUND
 KE1495_MAGNETIC: P = MARKER IS A STEEL PIPE
 KE1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1495
 KE1495  HISTORY     - Date     Condition        Report By
 KE1495  HISTORY     - 1934     MONUMENTED       MORC
 KE1495  HISTORY     - 1964     GOOD             CGS
 KE1495  HISTORY     - 1981     GOOD             NGS
 KE1495
 KE1495                          STATION DESCRIPTION
 KE1495
 KE1495'DESCRIBED BY MISSOURI RIVER COMMISSION 1934
 KE1495'CARPENTER/MO.R.C.) IS 114.50 FEET NORTHWEST OF THE STATION COFFEY IN
 KE1495'THE CENTER OF THE FRONT LAWN, 85 FEET SOUTH OF THE HOUSE, AND
 KE1495'30 FEET EAST OF A SUN DIAL.  THE MARK IS A STANDARD MISSOURI
 KE1495'RIVER COMMISSION MARK SET IN A 3-INCH PIPE AND PROJECTING 6
 KE1495'INCHES.
 KE1495
 KE1495                          STATION RECOVERY (1964)
 KE1495
 KE1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 KE1495'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 KE1495'DESCRIBED BY P.A.S., 1958.
 KE1495
 KE1495                          STATION RECOVERY (1981)
 KE1495
 KE1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KE1495'THE STATION WAS RECOVERED IN GOOD CONDITION.  STATION COFFEY 2 WAS
 KE1495'ESTABLISHED NEARBY AND A TRAVERSE CONNECTION WAS MADE, THE DISTANCE
 KE1495'BEING 10.2517 METERS NORTHWEST OF COFFEY 2.  A COMPLETE DESCRIPTION
 KE1495'FOLLOWS.
 KE1495'
 KE1495'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF PARKVILLE, IN THE
 KE1495'SE 1/4, SEC 25, T51N, R3W AND ON PROPERTY OWNED BY THE R.R. COFFEY
 KE1495'TRUST THAT IS MANAGED BY ANNETTE C. WALKER, 1140 MARINE WAY WEST, F2R,
 KE1495'NORTH PALM BEACH, FLORIDA 33408.  TELEPHONE 305 627-2487.  THE
 KE1495'PROPERTY IS LEASED BY ROY RUBLE, ROUTE 26, BOX 8, PARKVILLE,
 KE1495'MISSOURI.  TELEPHONE 816 587-9413.
 KE1495'
 KE1495'TO REACH THE STATION FROM THE CITY HALL IN PARKVILLE, GO EAST ON
 KE1495'STATE HIGHWAY 9 FOR 1.1 MILES TO KLAMM ROAD ON THE LEFT.  TURN LEFT
 KE1495'AND GO NORTH ON KLAMM ROAD, GRAVELED, FOR 0.3 MILE TO A FORK.  BEAR
 KE1495'LEFT AND CONTINUE NORTH ON KLAMM ROAD FOR 0.8 MILE TO THE MARK ON
 KE1495'THE LEFT AT A STONE HOUSE.
 KE1495'
 KE1495'THE STATION IS THE CENTER OF THE DOT OF A RAISED TRIANGLE ON AN
 KE1495'UNSTAMPED, PIPE CAP, THAT IS FASTENED TO A 5-INCH DIAMETER IRON PIPE
 KE1495'IMBEDDED IN THE GROUND AND PROJECTING 6 INCHES ABOVE THE GROUND
 KE1495'SURFACE.  THE PIPE CAP HAS THE RAISED LETTERING---U.S. MISSOURI
 KE1495'RIVER COMMISSION---UPON IT.  THE PIPE IS 92 FEET WEST OF THE
 KE1495'CENTERLINE OF KLAMM ROAD, 87.5 FEET SOUTHEAST OF THE SOUTHWEST
 KE1495'CORNER OF THE PORCH OF THE HOUSE AND 84.2 FEET SOUTHWEST OF THE
 KE1495'SOUTHEAST CORNER OF THE PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1227 ***********************************************************************
 KD1227  DESIGNATION -  CARROLL
 KD1227  PID         -  KD1227
 KD1227  STATE/COUNTY-  MO/CARROLL
 KD1227  USGS QUAD   -  CARROLLTON WEST (1978)
 KD1227
 KD1227                         *CURRENT SURVEY CONTROL
 KD1227  ___________________________________________________________________
 KD1227* NAD 83(1997)-  39 21 01.30999(N)    093 30 45.87293(W)     ADJUSTED  
 KD1227* NAVD 88     -       236.62   (+/-2cm)     776.3    (feet)  VERTCON   
 KD1227  ___________________________________________________________________
 KD1227  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 KD1227  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1227
 KD1227  HORZ ORDER  -  SECOND
 KD1227  VERT ORDER  -  THIRD ? (See Below)
 KD1227
 KD1227.The horizontal coordinates were established by classical geodetic methods
 KD1227.and adjusted by the National Geodetic Survey in February 2000..
 KD1227
 KD1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1227.The vertical order pertains to the NGVD 29 superseded value.
 KD1227
 KD1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1227
 KD1227.The geoid height was determined by GEOID03.
 KD1227
 KD1227;                    North         East     Units Scale Factor Converg.
 KD1227;SPC MO C     -   390,814.372   412,708.988   MT  1.00002712   -0 38 31.9
 KD1227;SPC MO W     -   353,808.967   935,095.019   MT  1.00003030   +0 37 33.7
 KD1227;UTM  15      - 4,355,783.357   455,820.411   MT  0.99962403   -0 19 30.4
 KD1227
 KD1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1227!SPC MO C     -   0.99996800  x   1.00002712  =   0.99999512
 KD1227!SPC MO W     -   0.99996800  x   1.00003030  =   0.99999830
 KD1227!UTM  15      -   0.99996800  x   0.99962403  =   0.99959204
 KD1227
 KD1227|---------------------------------------------------------------------|
 KD1227| PID    Reference Object                     Distance      Geod. Az  |
 KD1227|                                                           dddmmss.s |
 KD1227| CL9020 CARROLL RM 1                         48.305 METERS 05840     |
 KD1227| CK7024 CWA 1043                                           1505144.8 |
 KD1227| CL9021 CARROLL RM 2                         28.810 METERS 31318     |
 KD1227|---------------------------------------------------------------------|
 KD1227
 KD1227                          SUPERSEDED SURVEY CONTROL
 KD1227
 KD1227  NAD 83(1997)-  39 21 01.31210(N)    093 30 45.87621(W) AD(       ) 2
 KD1227  NAD 83(1986)-  39 21 01.31545(N)    093 30 45.87401(W) AD(       ) 2
 KD1227  NAD 27      -  39 21 01.24330(N)    093 30 45.10640(W) AD(       ) 2
 KD1227  NGVD 29 (07/19/86)  236.55   (m)          776.1    (f) LEVELING    3  
 KD1227
 KD1227.Superseded values are not recommended for survey control.
 KD1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1227.See file dsdata.txt to determine how the superseded data were derived.
 KD1227
 KD1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5582055783(NAD 83)
 KD1227_MARKER: DS = TRIANGULATION STATION DISK
 KD1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1227
 KD1227  HISTORY     - Date     Condition        Report By
 KD1227  HISTORY     - 1948     MONUMENTED       CGS
 KD1227  HISTORY     - 1964     GOOD             CGS
 KD1227
 KD1227                          STATION DESCRIPTION
 KD1227
 KD1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1227'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF CARROLLTON, ON LAND
 KD1227'OWNED BY MR. P.L. TROTTER AND OCCUPIED BY MR. IRVING GREEN.  IT IS
 KD1227'88 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CARROLLTON CEMETERY,
 KD1227'95 FEET SOUTH OF THE NORTH END OF A GATE IN THE SOUTHWEST CORNER
 KD1227'OF THE CEMETERY AND 3 FEET SOUTH OF WITNESS POST.  IT IS STAMPED
 KD1227'CARROLL 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 KD1227'
 KD1227'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 50 FEET EAST OF
 KD1227'THE SOUTHWEST CORNER OF THE CEMETERY AND 2 FEET SOUTH OF EAST-WEST
 KD1227'FENCE LINE.  IT IS STAMPED CARROLL NO 1 1948 AND PROJECTS 2 INCHES.
 KD1227'
 KD1227'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 54.5 FEET WEST OF
 KD1227'THE SOUTHWEST CORNER OF THE CEMETERY.  IT IS STAMPED CARROLL NO 2
 KD1227'1948 AND PROJECTS 3 INCHES.
 KD1227'
 KD1227'A UNITED STATES GEOLOGICAL SURVEY BENCH MARK WAS USED FOR AN AZIMUTH
 KD1227'MARK.  IT IS ABOUT 2.5 MILES SOUTH-SOUTHEAST OF THE STATION, 36 FEET
 KD1227'WEST OF THE CENTER OF U.S. HIGHWAY 65 AND 24 AND 1 FOOT NORTH OF
 KD1227'WITNESS POST.  IT IS STAMPED CWA 1043 1934 AND SET FLUSH WITH THE
 KD1227'GROUND SURFACE.  TO REACH FROM THE SOUTHEAST CORNER OF THE COURT
 KD1227'HOUSE SQUARE IN CARROLLTON, GO SOUTH FOR 2.2 MILES TO A T-ROAD
 KD1227'LEADING EAST AND MARK ON THE WEST SIDE AS DESCRIBED.
 KD1227'
 KD1227'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT
 KD1227'HOUSE SQUARE IN CARROLLTON, GO SOUTH 0.25 MILE, TURN RIGHT ON BRICK
 KD1227'PAVED STREET JUST SOUTH OF A CHURCH AND GO WEST FOR 0.75 MILE TO
 KD1227'THE ENTRANCE TO THE CEMETERY ON THE LEFT, TURN LEFT AND GO SOUTH
 KD1227'AND WEST FOR 0.35 MILE TO GATE IN EXTREME SOUTHWEST CORNER OF
 KD1227'CEMETERY, PASS THROUGH GATE AND TURN SHARP LEFT TO STATION AS
 KD1227'DESCRIBED.
 KD1227'
 KD1227'AN 87 FOOT SIGNAL AT STATION NORBORNE IS VISIBLE AT 50 FEET.
 KD1227'
 KD1227'A 74 FOOT SIGNAL AT STATION BINGHAM IS VISIBLE AT 50 FEET.
 KD1227'
 KD1227'AN 87 FOOT SIGNAL AT STATION MANDEVILLE IS VISIBLE AT 64 FEET.
 KD1227'
 KD1227'A 74 FOOT SIGNAL AT STATION VAN HORN IS VISIBLE AT 64 FEET.
 KD1227'
 KD1227'A 100 FOOT SIGNAL AT STATION BOSWORTH 1928 IS VISIBLE AT 64 FEET.
 KD1227'
 KD1227'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1227
 KD1227                          STATION RECOVERY (1964)
 KD1227
 KD1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1227'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KD1227'GOOD CONDITION.  SEVERAL ADDITIONAL REFERENCE MEASUREMENTS WERE
 KD1227'MADE, SO A COMPLETE DESCRIPTION FOLLOWS.
 KD1227'
 KD1227'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF THE TOWN OF CARROLL ON
 KD1227'LAND OWNED BY P.L. TROTTER AND THE SOUTHWEST CORNER OF A CEMETERY,
 KD1227'165 FEET SOUTHWEST OF THE SOUTH END OF A LARGE MANNING TOMBSTONE,
 KD1227'115 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A BROWN GRANITE DICKSON
 KD1227'TOMBSTONE, 88 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 KD1227'CEMETERY, 88 FEET SOUTH-SOUTHWEST OF THE WEST OAK TREE OF 2
 KD1227'LARGE OAK TREES, AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST
 KD1227'WITH A SIGN.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 KD1227'THE DISK IS STAMPED CARROLL 1949.
 KD1227'
 KD1227'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 KD1227'SQUARE IN CARROLLTON, GO SOUTH FOR 0.25 MILE.  TURN RIGHT ON A BRICK
 KD1227'PAVED STREET JUST SOUTH OF A CHURCH AND GO WEST FOR 0.75 MILE TO
 KD1227'THE ENTRANCE TO A CEMTERY ON THE LEFT.  TURN LEFT INTO THE
 KD1227'CEMETERY AND GO SOUTH AND WEST FOR 0.35 MILE TO THE EXTREME
 KD1227'SOUTHWEST CORNER OF THE CEMETERY AND THE STATION AS DESCRIBED.
 KD1227'
 KD1227'REFERENCE MARK NO. 1 IS 158.48 FEET NORTHEAST OF THE STATION, 150
 KD1227'FEET EAST OF THE SOUTHWEST CORNER OF THE CEMETERY, 28 FEET
 KD1227'SOUTH-SOUTHWEST OF THE SOUTH END OF THE LARGE MANNING TOMBSTONE, 25
 KD1227'FEET SOUTHWEST OF THE LOOS TOMBSTONE, AND 2 FEET SOUTH OF THE
 KD1227'SOUTH CEMETERY FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 KD1227'STAMPED CARROLL NO 1 1948.
 KD1227'
 KD1227'REFERENCE MARK NO. 2 IS 94.52 FEET NORTHWEST OF THE STATION, 54
 KD1227'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CEMETERY.  THE
 KD1227'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CARROLL NO 2 1948.
 KD1227'
 KD1227'A UNITED STATES GEOLOGICAL SURVEY BENCH MARK WAS USED FOR AN AZIMUTH
 KD1227'MARK.  IT IS ABOUT 2.5 MILES SOUTH-SOUTHEAST OF THE STATION, 36 FEET
 KD1227'WEST OF THE CENTER OF U.S. HIGHWAYS 24 AND 65, AND ACROSS THE
 KD1227'HIGHWAY FROM A T-ROAD LEADING EAST.  THE MARK IS FLUSH WITH THE
 KD1227'SURFACE OF THE GROUND AND IS STAMPED CWA 1043 1934.  TO REACH
 KD1227'THIS MARK FROM THE SOUTHEAST CORNER OF THE SQUARE IN CARROLLTON,
 KD1227'GO SOUTH ON A PAVED STREET FOR 0.6 MILE TO THE JUNCTION OF U.S.
 KD1227'HIGHWAYS 24 AND 65.  CONTINUE SOUTH ON U.S. HIGHWAYS 24 AND 65
 KD1227'FOR 1.6 MILES TO A T-ROAD GOING EAST AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1219 ***********************************************************************
 KD1219  DESIGNATION -  CARROLLTON CARROLL CO CTHSE
 KD1219  PID         -  KD1219
 KD1219  STATE/COUNTY-  MO/CARROLL
 KD1219  USGS QUAD   -  CARROLLTON EAST (1978)
 KD1219
 KD1219                         *CURRENT SURVEY CONTROL
 KD1219  ___________________________________________________________________
 KD1219* NAD 83(1997)-  39 21 29.31145(N)    093 29 47.37709(W)     ADJUSTED  
 KD1219* NAVD 88     -                                                        
 KD1219  ___________________________________________________________________
 KD1219  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 KD1219  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1219
 KD1219  HORZ ORDER  -  THIRD
 KD1219
 KD1219.The horizontal coordinates were established by classical geodetic methods
 KD1219.and adjusted by the National Geodetic Survey in February 2000..
 KD1219
 KD1219
 KD1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1219
 KD1219.The geoid height was determined by GEOID03.
 KD1219
 KD1219;                    North         East     Units Scale Factor Converg.
 KD1219;SPC MO C     -   391,662.319   414,119.072   MT  1.00002411   -0 37 55.1
 KD1219;UTM  15      - 4,356,638.750   457,225.216   MT  0.99962253   -0 18 53.5
 KD1219
 KD1219                          SUPERSEDED SURVEY CONTROL
 KD1219
 KD1219  NAD 83(1997)-  39 21 29.31343(N)    093 29 47.38075(W) AD(       ) 4
 KD1219  NAD 83(1986)-  39 21 29.31689(N)    093 29 47.37823(W) AD(       ) 4
 KD1219  NAD 27      -  39 21 29.24100(N)    093 29 46.62000(W) AD(       ) 3
 KD1219
 KD1219.Superseded values are not recommended for survey control.
 KD1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1219.See file dsdata.txt to determine how the superseded data were derived.
 KD1219
 KD1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5722556639(NAD 83)
 KD1219_MARKER: 83 = FLAGSTAFF
 KD1219
 KD1219  HISTORY     - Date     Condition        Report By
 KD1219  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1219  HISTORY     - 20041128 MARK NOT FOUND   GEOCAC
 KD1219
 KD1219                          STATION DESCRIPTION
 KD1219
 KD1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1219'THE COURTHOUSE IS LOCATED IN THE CENTER OF THE SQUARE IN CARROLLTON.
 KD1219'IT IS STONE BUILDING WITH A SUPERSTRUCTURE IN THE CENTER OF THE
 KD1219'TOP.  THE OVERALL HEIGHT IS ABOUT 80 FEET.  THE POINT OBSERVED
 KD1219'UPON WAS THE FLAGSTAFF IN THE CENTER OF THE SUPERSTRUCTURE.
 KD1219
 KD1219                          STATION RECOVERY (2004)
 KD1219
 KD1219'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD1219'A FLAGSTAFF WAS NOT OBSERVED ON TOP OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1218 ***********************************************************************
 KD1218  DESIGNATION -  CARROLLTON MUNICIPAL TANK
 KD1218  PID         -  KD1218
 KD1218  STATE/COUNTY-  MO/CARROLL
 KD1218  USGS QUAD   -  CARROLLTON EAST (1978)
 KD1218
 KD1218                         *CURRENT SURVEY CONTROL
 KD1218  ___________________________________________________________________
 KD1218* NAD 83(1997)-  39 21 25.99107(N)    093 29 50.90539(W)     ADJUSTED  
 KD1218* NAVD 88     -                                                        
 KD1218  ___________________________________________________________________
 KD1218  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 KD1218  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1218
 KD1218  HORZ ORDER  -  THIRD
 KD1218
 KD1218.The horizontal coordinates were established by classical geodetic methods
 KD1218.and adjusted by the National Geodetic Survey in February 2000..
 KD1218
 KD1218
 KD1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1218
 KD1218.The geoid height was determined by GEOID03.
 KD1218
 KD1218;                    North         East     Units Scale Factor Converg.
 KD1218;SPC MO C     -   391,560.856   414,033.473   MT  1.00002429   -0 37 57.3
 KD1218;UTM  15      - 4,356,536.856   457,140.214   MT  0.99962262   -0 18 55.7
 KD1218
 KD1218                          SUPERSEDED SURVEY CONTROL
 KD1218
 KD1218  NAD 83(1997)-  39 21 25.99325(N)    093 29 50.90863(W) AD(       ) 4
 KD1218  NAD 83(1986)-  39 21 25.99648(N)    093 29 50.90653(W) AD(       ) 4
 KD1218  NAD 27      -  39 21 25.92200(N)    093 29 50.14500(W) AD(       ) 3
 KD1218
 KD1218.Superseded values are not recommended for survey control.
 KD1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1218.See file dsdata.txt to determine how the superseded data were derived.
 KD1218
 KD1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5714056537(NAD 83)
 KD1218_MARKER: 53 = ELEVATED TANK
 KD1218
 KD1218  HISTORY     - Date     Condition        Report By
 KD1218  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1218  HISTORY     - 1935     GOOD             CGS
 KD1218  HISTORY     - 1948     GOOD             CGS
 KD1218  HISTORY     - 20041126 MARK NOT FOUND   GEOCAC
 KD1218
 KD1218                          STATION DESCRIPTION
 KD1218
 KD1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 KD1218'(NO ORIGINAL DESCRIPTION)
 KD1218
 KD1218                          STATION RECOVERY (1935)
 KD1218
 KD1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1218'LOCATED IN THE CITY OF CARROLLTON IN BLOCK DIAGONALLY SW OF
 KD1218'COURTHOUSE BLOCK, 145 FEET W OF CENTER LINE OF N-S STREET ALONG
 KD1218'W SIDE OF COURTHOUSE, AND 64 FEET N OF CENTER LINE OF E-W STREET,
 KD1218'ONE BLOCK S OF COURTHOUSE.  STATION WAS FOUND IN GOOD CONDITION.
 KD1218
 KD1218                          STATION RECOVERY (1948)
 KD1218
 KD1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1218'THE WATER TANK IS LOCATED ABOUT 1 BLOCK SOUTHWEST OF THE COURTHOUSE
 KD1218'SQUARE IN CARROLLTON, 65 FEET NORTH OF AN EAST-WEST STREET AND
 KD1218'150 FEET WEST OF A NORTH-SOUTH STREET.  IT IS A SIX LEGGED STEEL
 KD1218'STRUCTURE SUPPORTING A TANK ON THE TOP.  IT IS ABOUT 150 FEET HIGH
 KD1218'AND THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 KD1218
 KD1218                          STATION RECOVERY (2004)
 KD1218
 KD1218'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD1218'TANK HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0186 ***********************************************************************
 HE0186  DESIGNATION -  CARTHAGE
 HE0186  PID         -  HE0186
 HE0186  STATE/COUNTY-  MO/JASPER
 HE0186  USGS QUAD   -  CARTHAGE (1978)
 HE0186
 HE0186                         *CURRENT SURVEY CONTROL
 HE0186  ___________________________________________________________________
 HE0186* NAD 83(1997)-  37 10 34.69146(N)    094 18 38.47836(W)     ADJUSTED  
 HE0186* NAVD 88     -       305.63   (+/-2cm)    1002.7    (feet)  VERTCON   
 HE0186  ___________________________________________________________________
 HE0186  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 HE0186  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 HE0186
 HE0186  HORZ ORDER  -  FIRST
 HE0186  VERT ORDER  -  ? (See Below)
 HE0186
 HE0186.The horizontal coordinates were established by classical geodetic methods
 HE0186.and adjusted by the National Geodetic Survey in February 2000..
 HE0186
 HE0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0186.The vertical order pertains to the NGVD 29 superseded value.
 HE0186
 HE0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0186
 HE0186.The geoid height was determined by GEOID03.
 HE0186
 HE0186;                    North         East     Units Scale Factor Converg.
 HE0186;SPC MO W     -   112,051.075   866,810.973   MT  0.99994466   +0 06 51.8
 HE0186;UTM  15      - 4,115,234.810   383,647.141   MT  0.99976677   -0 47 31.6
 HE0186
 HE0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0186!SPC MO W     -   0.99995673  x   0.99994466  =   0.99990139
 HE0186!UTM  15      -   0.99995673  x   0.99976677  =   0.99972351
 HE0186
 HE0186:                Primary Azimuth Mark                     Grid Az
 HE0186:SPC MO W     -  JASPER MUNICIPAL TANK                    001 23 04.0
 HE0186:UTM  15      -  JASPER MUNICIPAL TANK                    002 17 27.4
 HE0186
 HE0186|---------------------------------------------------------------------|
 HE0186| PID    Reference Object                     Distance      Geod. Az  |
 HE0186|                                                           dddmmss.s |
 HE0186| HE0982 JASPER MUNICIPAL TANK               APPROX.17.8 KM 0012955.8 |
 HE0186| CM3777 CARTHAGE RM 2                        27.429 METERS 00739     |
 HE0186| HE0949 CARTHAGE JASPER COUNTY CTHSE ANTENN  39.115 METERS 05128     |
 HE0186| CM3776 CARTHAGE RM 1                        33.778 METERS 09808     |
 HE0186| CM3775 CARTHAGE AZ MK                                     1065810.8 |
 HE0186| HE0183 Z 20                                 35.412 METERS 10842     |
 HE0186| HE0942 CARTHAGE MUNICIPAL TANK             APPROX. 2.4 KM 1825505.6 |
 HE0186| HE0946 CARTHAGE FIRST METH CH SPIRE        241.016 METERS 19212     |
 HE0186| HE0947 CARTHAGE FIRST PRESB CH TWR         385.419 METERS 19432     |
 HE0186| HE0954 DUENWEG                             APPROX.13.2 KM 2281958.5 |
 HE0186| HE0965 HERCULES POWDER CO TANK             APPROX. 6.4 KM 2431928.0 |
 HE0186|---------------------------------------------------------------------|
 HE0186
 HE0186                          SUPERSEDED SURVEY CONTROL
 HE0186
 HE0186  NAD 83(1997)-  37 10 34.69148(N)    094 18 38.47840(W) AD(       ) 1
 HE0186  NAD 83(1997)-  37 10 34.69849(N)    094 18 38.48072(W) AD(       ) 1
 HE0186  NAD 83(1986)-  37 10 34.70683(N)    094 18 38.47571(W) AD(       ) 1
 HE0186  NAD 27      -  37 10 34.49300(N)    094 18 37.66800(W) AD(       ) 1
 HE0186  NGVD 29 (??/??/92)  305.532  (m)         1002.40   (f) ADJ UNCH    ?  
 HE0186
 HE0186.Superseded values are not recommended for survey control.
 HE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0186.See file dsdata.txt to determine how the superseded data were derived.
 HE0186
 HE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8364715235(NAD 83)
 HE0186_MARKER: DS = TRIANGULATION STATION DISK
 HE0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0186_STAMPING: CARTHAGE 1935
 HE0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0186+STABILITY: SURFACE MOTION
 HE0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0186+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 HE0186
 HE0186  HISTORY     - Date     Condition        Report By
 HE0186  HISTORY     - 1935     MONUMENTED       CGS
 HE0186  HISTORY     - 1935     GOOD             CGS
 HE0186  HISTORY     - 1961     GOOD             MOHC
 HE0186  HISTORY     - 19910323 GOOD             USPSQD
 HE0186  HISTORY     - 20060614 GOOD             MODNR
 HE0186
 HE0186                          STATION DESCRIPTION
 HE0186
 HE0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0186'STATION IS IN THE SW CORNER OF THE COURT HOUSE SQUARE IN THE
 HE0186'CITY OF CARTHAGE, MISSOURI.  IT IS 43 FEET SW OF THE CORNER OF
 HE0186'COURTHOUSE, 115.96 FEET WNW OF USC AND GS BM Z20 1933, 38 FEET N
 HE0186'OF RETAINING WALL, 22 FEET E OF RETAINING WALL, AND IS FLUSH
 HE0186'WITH GROUND.
 HE0186'
 HE0186'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HE0186'SET IN CONCRETE.
 HE0186'
 HE0186'REFERENCE MARK NO. 1 IS E OF STATION, 2 FEET E OF WALK TO S
 HE0186'ENTRANCE TO COURTHOUSE, 30 FEET S OF COURTHOUSE STEPS, 25 FEET
 HE0186'N OF RETAINING WALL, 21.85 FEET N OF USC AND GS BM Z 20 1933,
 HE0186'AND IS FLUSH WITH GROUND.
 HE0186'
 HE0186'REFERENCE MARK NO. 2 IS N BY E FROM STATION, 1 FOOT N OF WALK TO
 HE0186'W ENTRANCE OF COURTHOUSE, 18 FEET W OF STEPS, 31 FEET E OF
 HE0186'RETAINING WALL, AND IS FLUSH WITH GROUND.
 HE0186'
 HE0186'AZIMUTH MARK IS 1-1/2 BLOCKS E ON S SIDE OF STREET (FOUTH STREET).
 HE0186'IT IS SET IN THE CURB 2 INCHES S OF GUTTER, 10 FEET N OF UNOCCUPIED
 HE0186'STORE FRONT, ABOUT MIDWAY BETWEEN GRANT STREET AND HOWARD STREET.
 HE0186'
 HE0186'A LIGHT 87 FEET ABOVE ROSS IS VISIBLE 70 FEET FROM GROUND.
 HE0186'
 HE0186'LIGHTS 100 FEET ABOVE DUENWEG AND SEWELL ARE VISIBLE 50 FEET FROM
 HE0186'THE GROUND.
 HE0186
 HE0186                          STATION RECOVERY (1935)
 HE0186
 HE0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 HE0186'AT CARTHAGE.
 HE0186'AT CARTHAGE, JASPER COUNTY, AT THE SOUTHWEST CORNER OF THE
 HE0186'COUNTY COURTHOUSE YARD, 43 FEET SOUTHWEST OF THE CORNER OF
 HE0186'THE COURTHOUSE, 38 FEET NORTH OF THE SOUTH RETAINING WALL, AND
 HE0186'22 FEET EAST OF THE WEST RETAINING WALL.  A STANDARD
 HE0186'TRIANGULATION-STATION DISK, STAMPED CARTHAGE 1935 AND SET IN
 HE0186'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HE0186
 HE0186                          STATION RECOVERY (1961)
 HE0186
 HE0186'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 HE0186'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 HE0186'ADDITIONAL DESCRIPTION IS THAT AZIMUTH MARK IS IN FRONT OF
 HE0186'BUILDING NOW OCCUPIED BY JOHNSON FURNITURE COMPANY.
 HE0186
 HE0186                          STATION RECOVERY (1991)
 HE0186
 HE0186'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMR)
 HE0186'RECOVERED IN GOOD CONDITION.
 HE0186
 HE0186                          STATION RECOVERY (2006)
 HE0186
 HE0186'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE0186'STATION AND RMS WERE RECOVERED IN GOOD SHAPE. THE AZIMUTH MARK WAS NOT
 HE0186'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0946 ***********************************************************************
 HE0946  DESIGNATION -  CARTHAGE FIRST METH CH SPIRE
 HE0946  PID         -  HE0946
 HE0946  STATE/COUNTY-  MO/JASPER
 HE0946  USGS QUAD   -  CARTHAGE (1978)
 HE0946
 HE0946                         *CURRENT SURVEY CONTROL
 HE0946  ___________________________________________________________________
 HE0946* NAD 83(1997)-  37 10 27.04997(N)    094 18 40.54323(W)     ADJUSTED  
 HE0946* NAVD 88     -                                                        
 HE0946  ___________________________________________________________________
 HE0946  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 HE0946  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 HE0946
 HE0946  HORZ ORDER  -  THIRD
 HE0946
 HE0946.The horizontal coordinates were established by classical geodetic methods
 HE0946.and adjusted by the National Geodetic Survey in February 2000..
 HE0946
 HE0946
 HE0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0946
 HE0946.The geoid height was determined by GEOID03.
 HE0946
 HE0946;                    North         East     Units Scale Factor Converg.
 HE0946;SPC MO W     -   111,815.414   866,760.508   MT  0.99994464   +0 06 50.6
 HE0946;UTM  15      - 4,115,000.019   383,592.964   MT  0.99976692   -0 47 32.7
 HE0946
 HE0946                          SUPERSEDED SURVEY CONTROL
 HE0946
 HE0946  NAD 83(1997)-  37 10 27.05001(N)    094 18 40.54326(W) AD(       ) 4
 HE0946  NAD 83(1997)-  37 10 27.05720(N)    094 18 40.54551(W) AD(       ) 4
 HE0946  NAD 83(1986)-  37 10 27.06591(N)    094 18 40.54053(W) AD(       ) 4
 HE0946  NAD 27      -  37 10 26.85200(N)    094 18 39.73300(W) AD(       ) 3
 HE0946
 HE0946.Superseded values are not recommended for survey control.
 HE0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0946.See file dsdata.txt to determine how the superseded data were derived.
 HE0946
 HE0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8359315000(NAD 83)
 HE0946_MARKER: 90 = CHURCH SPIRE
 HE0946
 HE0946  HISTORY     - Date     Condition        Report By
 HE0946  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE0946  HISTORY     - 1959     MARK NOT FOUND   USAF
 HE0946  HISTORY     - 1960     GOOD             CGS
 HE0946  HISTORY     - 19910323 MARK NOT FOUND   USPSQD
 HE0946
 HE0946                          STATION DESCRIPTION
 HE0946
 HE0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0946'THIS INTERSECTION STATION IS THE CENTER OF THE SPIRE ON THE
 HE0946'FIRST METHODIST CHURCH.  THE CHURCH IS A RED BRICK BUILDING
 HE0946'TRIMMED IN WHITE STONE AND HAS A SQUARE RED BRICK TOWER ABOUT
 HE0946'15 FEET W OF THE SE CORNER.  THE TOWER HAS TWO TALL GLASS
 HE0946'WINDOWS WITH COLUMN BETWEEN NEAR BASE AND HAS A CIRCULAR
 HE0946'GLASS WINDOW RESEMBLING A FLOWER ABOVE DOUBLE WINDOWS.  THE
 HE0946'UPPER PART OF THE TOWER IS A BELFRY WITH LARGE LOUVERED
 HE0946'WINDOW ON EACH SIDE.  THE TOWER HAS BUTTRESS CORNERS WITH
 HE0946'SHORT SPIRE AND FLEUR-DE-LIS AT THE TOP OF EACH BUTTRESS.
 HE0946'THE TOWER IS SURMOUNTED BY A PYRAMIDAL GRAY SLATE SPIRE.
 HE0946'THE TOWER AND SPIRE IS ABOUT 90 FEET HIGH AND IS QUITE
 HE0946'PROMINENT.  THE BUILDING WAS ERECTED IN 1888.
 HE0946'
 HE0946'THE CHURCH IS ABOUT 0.1 MILE S OF THE PUBLIC SQUARE IN CARTHAGE,
 HE0946'AT THE NW CORNER OF MAIN STREET AND SEVENTH STREET.  MAIN
 HE0946'STREET RUNS ALONG THE W SIDE OF THE COURTHOUSE SQUARE.
 HE0946
 HE0946                          STATION RECOVERY (1959)
 HE0946
 HE0946'RECOVERY NOTE BY US AIR FORCE 1959
 HE0946'SPIRE APPARENTLY REMOVED.
 HE0946
 HE0946                          STATION RECOVERY (1960)
 HE0946
 HE0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0946'THE STATION WAS RECOVERED, BUT THE SPIRE WAS REMOVED FROM
 HE0946'THE TOWER WHEN THE CHURCH WAS REMODELLED IN 1951.  THE TOWER
 HE0946'APPEARS TO BE THE SAME AS DESCRIBED EXCEPT FOR THE TOP
 HE0946'WHICH REPLACED THE SPIRE AND THE LARGE LOUVERED WINDOWS ON
 HE0946'EACH SIDE OF THE BELFRY ARE NOW COVERED WITH A SOLID WOOD
 HE0946'PANEL PAINTED WHITE.
 HE0946
 HE0946                          STATION RECOVERY (1991)
 HE0946
 HE0946'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMR)
 HE0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0947 ***********************************************************************
 HE0947  DESIGNATION -  CARTHAGE FIRST PRESB CH TWR
 HE0947  PID         -  HE0947
 HE0947  STATE/COUNTY-  MO/JASPER
 HE0947  USGS QUAD   -  CARTHAGE (1978)
 HE0947
 HE0947                         *CURRENT SURVEY CONTROL
 HE0947  ___________________________________________________________________
 HE0947* NAD 83(1997)-  37 10 22.58948(N)    094 18 42.40002(W)     ADJUSTED  
 HE0947* NAVD 88     -                                                        
 HE0947  ___________________________________________________________________
 HE0947  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 HE0947  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HE0947
 HE0947  HORZ ORDER  -  THIRD
 HE0947
 HE0947.The horizontal coordinates were established by classical geodetic methods
 HE0947.and adjusted by the National Geodetic Survey in February 2000..
 HE0947
 HE0947
 HE0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0947
 HE0947.The geoid height was determined by GEOID03.
 HE0947
 HE0947;                    North         East     Units Scale Factor Converg.
 HE0947;SPC MO W     -   111,677.823   866,714.978   MT  0.99994462   +0 06 49.4
 HE0947;UTM  15      - 4,114,863.190   383,545.272   MT  0.99976706   -0 47 33.7
 HE0947
 HE0947                          SUPERSEDED SURVEY CONTROL
 HE0947
 HE0947  NAD 83(1997)-  37 10 22.58951(N)    094 18 42.40006(W) AD(       ) 4
 HE0947  NAD 83(1997)-  37 10 22.59666(N)    094 18 42.40233(W) AD(       ) 4
 HE0947  NAD 83(1986)-  37 10 22.60566(N)    094 18 42.39723(W) AD(       ) 4
 HE0947  NAD 27      -  37 10 22.38000(N)    094 18 41.59000(W) AD(       ) 3
 HE0947
 HE0947.Superseded values are not recommended for survey control.
 HE0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0947.See file dsdata.txt to determine how the superseded data were derived.
 HE0947
 HE0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8354514863(NAD 83)
 HE0947_MARKER: 55 = TOWER
 HE0947
 HE0947  HISTORY     - Date     Condition        Report By
 HE0947  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE0947  HISTORY     - 1960     GOOD             CGS
 HE0947
 HE0947                          STATION DESCRIPTION
 HE0947
 HE0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0947'THIS INTERSECTION STATION IS THE CENTER OF THE TOWER ON
 HE0947'THE FIRST PRESBYTERIAN CHURCH.  THE CHURCH IS A DARK RED
 HE0947'BRICK BUILDING WITH A SQUARE RED BRICK TOWER AT THE SW CORNER
 HE0947'OVER THE ENTRANCE.  THE CENTRAL SECTION OF THE TOWER IS
 HE0947'A BELFRY WITH TWO TALL LOUVERED WINDOWS ON EACH SIDE.  THE
 HE0947'UPPER PART OF THE TOWER HAS PANELLED BRICK FACES.  THE TOWER HAS
 HE0947'BUTTRESS CORNERS WITH WHITE CAPSTONES AT THE TOP.  TOWER HAS A
 HE0947'PYRAMIDAL RED TILE TOP WITH A BALL AT THE TIP.  THE TOWER IS
 HE0947'ABOUT 75 FEET HIGH AND IS QUITE PROMINENT.  THE BUILDING WAS
 HE0947'ERECTED 1916.
 HE0947'
 HE0947'THE CHURCH IS ABOUT 1/4 MILE SW OF THE BUSINESS SECTION OF
 HE0947'CARTHAGE, AT THE NE CORNER OF CHESTNUT STREET AND SOUTH
 HE0947'LYON STREET, AND ACROSS SOUTH LYON STREET FROM THE SE CORNER
 HE0947'OF A PUBLIC PARK.  CHESTNUT HAS A PARKWAY IN THE CENTER FOR
 HE0947'TWO BLOCKS W OF THE CHURCH.
 HE0947
 HE0947                          STATION RECOVERY (1960)
 HE0947
 HE0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0947'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0949 ***********************************************************************
 HE0949  DESIGNATION -  CARTHAGE JASPER COUNTY CTHSE ANTENNA
 HE0949  PID         -  HE0949
 HE0949  STATE/COUNTY-  MO/JASPER
 HE0949  USGS QUAD   -  CARTHAGE (1978)
 HE0949
 HE0949                         *CURRENT SURVEY CONTROL
 HE0949  ___________________________________________________________________
 HE0949* NAD 83(1997)-  37 10 35.48194(N)    094 18 37.23806(W)     ADJUSTED  
 HE0949* NAVD 88     -                                                        
 HE0949  ___________________________________________________________________
 HE0949  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 HE0949  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 HE0949
 HE0949  HORZ ORDER  -  THIRD
 HE0949
 HE0949.The horizontal coordinates were established by classical geodetic methods
 HE0949.and adjusted by the National Geodetic Survey in February 2000..
 HE0949
 HE0949
 HE0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0949
 HE0949.The geoid height was determined by GEOID03.
 HE0949
 HE0949;                    North         East     Units Scale Factor Converg.
 HE0949;SPC MO W     -   112,075.503   866,841.518   MT  0.99994467   +0 06 52.6
 HE0949;UTM  15      - 4,115,258.748   383,678.064   MT  0.99976668   -0 47 30.8
 HE0949
 HE0949                          SUPERSEDED SURVEY CONTROL
 HE0949
 HE0949  NAD 83(1997)-  37 10 35.48208(N)    094 18 37.23793(W) AD(       ) 4
 HE0949  NAD 83(1997)-  37 10 35.48943(N)    094 18 37.23977(W) AD(       ) 4
 HE0949  NAD 83(1986)-  37 10 35.49692(N)    094 18 37.23633(W) AD(       ) 4
 HE0949  NAD 27      -  37 10 35.28600(N)    094 18 36.43600(W) AD(       ) 3
 HE0949
 HE0949.Superseded values are not recommended for survey control.
 HE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0949.See file dsdata.txt to determine how the superseded data were derived.
 HE0949
 HE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8367815259(NAD 83)
 HE0949_MARKER: 41 = ANTENNA MAST
 HE0949
 HE0949  HISTORY     - Date     Condition        Report By
 HE0949  HISTORY     - 1960     FIRST OBSERVED   CGS
 HE0949
 HE0949                          STATION DESCRIPTION
 HE0949
 HE0949'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0942 ***********************************************************************
 HE0942  DESIGNATION -  CARTHAGE MUNICIPAL TANK
 HE0942  PID         -  HE0942
 HE0942  STATE/COUNTY-  MO/JASPER
 HE0942  USGS QUAD   -  CARTHAGE (1978)
 HE0942
 HE0942                         *CURRENT SURVEY CONTROL
 HE0942  ___________________________________________________________________
 HE0942* NAD 83(1997)-  37 09 15.44751(N)    094 18 43.52516(W)     ADJUSTED  
 HE0942* NAVD 88     -                                                        
 HE0942  ___________________________________________________________________
 HE0942  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 HE0942  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HE0942
 HE0942  HORZ ORDER  -  THIRD
 HE0942
 HE0942.The horizontal coordinates were established by classical geodetic methods
 HE0942.and adjusted by the National Geodetic Survey in February 2000..
 HE0942
 HE0942
 HE0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0942
 HE0942.The geoid height was determined by GEOID03.
 HE0942
 HE0942;                    North         East     Units Scale Factor Converg.
 HE0942;SPC MO W     -   109,608.036   866,691.324   MT  0.99994461   +0 06 48.6
 HE0942;UTM  15      - 4,112,794.403   383,488.895   MT  0.99976722   -0 47 33.2
 HE0942
 HE0942                          SUPERSEDED SURVEY CONTROL
 HE0942
 HE0942  NAD 83(1997)-  37 09 15.44777(N)    094 18 43.52529(W) AD(       ) 4
 HE0942  NAD 83(1997)-  37 09 15.45548(N)    094 18 43.52801(W) AD(       ) 4
 HE0942  NAD 83(1986)-  37 09 15.46230(N)    094 18 43.52238(W) AD(       ) 4
 HE0942  NAD 27      -  37 09 15.25800(N)    094 18 42.72100(W) AD(       ) 3
 HE0942
 HE0942.Superseded values are not recommended for survey control.
 HE0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0942.See file dsdata.txt to determine how the superseded data were derived.
 HE0942
 HE0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8348912794(NAD 83)
 HE0942_MARKER: 53 = ELEVATED TANK
 HE0942
 HE0942  HISTORY     - Date     Condition        Report By
 HE0942  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE0942  HISTORY     - 1959     GOOD             CGS
 HE0942  HISTORY     - 1960     GOOD             CGS
 HE0942
 HE0942                          STATION DESCRIPTION
 HE0942
 HE0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0942'THIS INTERSECTION STATION IS THE CENTER OF THE CARTHAGE
 HE0942'MUNICIPAL WATER TANK.  IT IS A LARGE STEEL TANK OF CIRCULAR
 HE0942'HORIZONTAL SECTION AND ELLIPTICAL VERTICAL SECTION.  IT IS
 HE0942'SUPPORTED BY TEN LEGS AND HAS A PLATFORM AT THE TOP OF THE LEGS
 HE0942'AND HAS A SECOND RAILING ABOUT 10 FEET ABOVE THE PLATFORM.
 HE0942'THE ENTIRE STRUCTURE IS PAINTED SILVER.  IT HAS A RED LIGHT AT
 HE0942'THE CENTER OF THE TOP AND IS FLOODLIGHTED AT NIGHT.  THE TANK
 HE0942'HAS A VERTICAL DIAMETER OF ABOUT 35 FEET AND A HORIZONTAL
 HE0942'DIAMETER OF ABOUT 50 FEET.  THE STRUCTURE IS ABOUT 90 FEET
 HE0942'HIGH AND IS VERY PROMINENT.  IT WAS ERECTED IN 1933.
 HE0942'
 HE0942'THE TANK IS AT THE S EDGE OF CARTHAGE, ABOUT 1/2 MILE N OF THE
 HE0942'Y-INTERSECTION OF GARRISON AVENUE (U.S. HIGHWAY 71) AND GRAND
 HE0942'AVENUE, ABOUT 0.15 MILE E OF GARRISON AVENUE AND ABOUT 0.1 MILE W
 HE0942'OF GRAND AVENUE, ABOUT 160 FEET S OF THE MOST SOUTHERLY STREET IN
 HE0942'TOWN AND ABOUT 100 FEET W OF MAIN STREET.
 HE0942
 HE0942                          STATION RECOVERY (1959)
 HE0942
 HE0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HE0942'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 HE0942
 HE0942                          STATION RECOVERY (1960)
 HE0942
 HE0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0942'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE STREET TO
 HE0942'THE NORTH OF THE TANK IS NO LONGER THE MOST SOUTHERLY STREET IN
 HE0942'TOWN.  THE TANK IS IN THE SOUTHWEST CORNER OF THE INTERSECTION OF
 HE0942'S. MAIN STREET AND FAIRVIEW AVENUE.  THE TANK IS 100 FEET HIGH
 HE0942'AND HAS A CAPACITY OF 500,000 GALLONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0945 ***********************************************************************
 HE0945  DESIGNATION -  CARTHAGE NEW MUNICIPAL TANK
 HE0945  PID         -  HE0945
 HE0945  STATE/COUNTY-  MO/JASPER
 HE0945  USGS QUAD   -  CARTHAGE (1978)
 HE0945
 HE0945                         *CURRENT SURVEY CONTROL
 HE0945  ___________________________________________________________________
 HE0945* NAD 83(1997)-  37 10 01.64409(N)    094 19 03.37793(W)     ADJUSTED  
 HE0945* NAVD 88     -                                                        
 HE0945  ___________________________________________________________________
 HE0945  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 HE0945  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HE0945
 HE0945  HORZ ORDER  -  THIRD
 HE0945
 HE0945.The horizontal coordinates were established by classical geodetic methods
 HE0945.and adjusted by the National Geodetic Survey in February 2000..
 HE0945
 HE0945
 HE0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0945
 HE0945.The geoid height was determined by GEOID03.
 HE0945
 HE0945;                    North         East     Units Scale Factor Converg.
 HE0945;SPC MO W     -   111,031.144   866,198.738   MT  0.99994441   +0 06 36.7
 HE0945;UTM  15      - 4,114,224.871   383,018.960   MT  0.99976857   -0 47 46.0
 HE0945
 HE0945                          SUPERSEDED SURVEY CONTROL
 HE0945
 HE0945  NAD 83(1997)-  37 10 01.64441(N)    094 19 03.37811(W) AD(       ) 4
 HE0945  NAD 83(1997)-  37 10 01.65227(N)    094 19 03.38112(W) AD(       ) 4
 HE0945  NAD 83(1986)-  37 10 01.65836(N)    094 19 03.37544(W) AD(       ) 4
 HE0945  NAD 27      -  37 10 01.44800(N)    094 19 02.58000(W) AD(       ) 3
 HE0945
 HE0945.Superseded values are not recommended for survey control.
 HE0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0945.See file dsdata.txt to determine how the superseded data were derived.
 HE0945
 HE0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8301914225(NAD 83)
 HE0945_MARKER: 53 = ELEVATED TANK
 HE0945
 HE0945  HISTORY     - Date     Condition        Report By
 HE0945  HISTORY     - 1960     FIRST OBSERVED   CGS
 HE0945
 HE0945                          STATION DESCRIPTION
 HE0945
 HE0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0945'THE STATION IS THE FINIAL ATOP THE 150-FOOT HIGH, MILLION GALLON,
 HE0945'MUNICIPAL WATER TANK LOCATED IN THE SOUTHWEST PART OF THE
 HE0945'TOWN OF CARTHAGE.  THE TANK IS 71 FEET 6 INCHES IN DIAMETER
 HE0945'AND SUPPORTED BY TEN LEGS.  IT IS 0.2 MILE WEST OF GARRISON
 HE0945'AVENUE (U.S. HIGHWAY 71), AND ON THE SOUTH SIDE OF MACON ST.
 HE0945'BETWEEN FOREST ST. AND HAZEL AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0940 ***********************************************************************
 HE0940  DESIGNATION -  CARTHAGE RADIO STA KDMO MAST
 HE0940  PID         -  HE0940
 HE0940  STATE/COUNTY-  MO/JASPER
 HE0940  USGS QUAD   -  CARTHAGE (1978)
 HE0940
 HE0940                         *CURRENT SURVEY CONTROL
 HE0940  ___________________________________________________________________
 HE0940* NAD 83(1997)-  37 10 28.28165(N)    094 17 41.20440(W)     ADJUSTED  
 HE0940* NAVD 88     -                                                        
 HE0940  ___________________________________________________________________
 HE0940  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 HE0940  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HE0940
 HE0940  HORZ ORDER  -  THIRD
 HE0940
 HE0940.The horizontal coordinates were established by classical geodetic methods
 HE0940.and adjusted by the National Geodetic Survey in February 2000..
 HE0940
 HE0940
 HE0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0940
 HE0940.The geoid height was determined by GEOID03.
 HE0940
 HE0940;                    North         East     Units Scale Factor Converg.
 HE0940;SPC MO W     -   111,856.423   868,224.169   MT  0.99994527   +0 07 26.4
 HE0940;UTM  15      - 4,115,017.865   385,056.827   MT  0.99976275   -0 46 56.8
 HE0940
 HE0940                          SUPERSEDED SURVEY CONTROL
 HE0940
 HE0940  NAD 83(1997)-  37 10 28.28204(N)    094 17 41.20463(W) AD(       ) 4
 HE0940  NAD 83(1997)-  37 10 28.28996(N)    094 17 41.20765(W) AD(       ) 4
 HE0940  NAD 83(1986)-  37 10 28.29546(N)    094 17 41.20173(W) AD(       ) 4
 HE0940  NAD 27      -  37 10 28.08600(N)    094 17 40.40600(W) AD(       ) 3
 HE0940
 HE0940.Superseded values are not recommended for survey control.
 HE0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0940.See file dsdata.txt to determine how the superseded data were derived.
 HE0940
 HE0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8505715018(NAD 83)
 HE0940_MARKER: 42 = RADIO/TV MAST
 HE0940
 HE0940  HISTORY     - Date     Condition        Report By
 HE0940  HISTORY     - 1959     FIRST OBSERVED   CGS
 HE0940
 HE0940                          STATION DESCRIPTION
 HE0940
 HE0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HE0940'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
 HE0940'IN THE NORTHEAST EDGE OF CARTHAGE.  IT IS A GUYED STEEL
 HE0940'STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED
 HE0940'AND WHITE.  THE OVERALL HEIGHT IS ABOUT 178 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1165 ***********************************************************************
 JD1165  DESIGNATION -  CARTWRIGHT
 JD1165  PID         -  JD1165
 JD1165  STATE/COUNTY-  MO/PETTIS
 JD1165  USGS QUAD   -  BEAMAN (1978)
 JD1165
 JD1165                         *CURRENT SURVEY CONTROL
 JD1165  ___________________________________________________________________
 JD1165* NAD 83(1997)-  38 51 53.46192(N)    093 07 47.71391(W)     ADJUSTED  
 JD1165* NAVD 88     -       262.032  (meters)     859.68   (feet)  ADJUSTED  
 JD1165  ___________________________________________________________________
 JD1165  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 JD1165  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1165  DYNAMIC HT  -         261.862 (meters)     859.13  (feet)  COMP
 JD1165  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 JD1165
 JD1165  HORZ ORDER  -  SECOND
 JD1165  VERT ORDER  -  SECOND    CLASS 0
 JD1165
 JD1165.The horizontal coordinates were established by classical geodetic methods
 JD1165.and adjusted by the National Geodetic Survey in February 2000..
 JD1165
 JD1165.The orthometric height was determined by differential leveling
 JD1165.and adjusted by the National Geodetic Survey in June 1991..
 JD1165
 JD1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1165
 JD1165.The geoid height was determined by GEOID03.
 JD1165
 JD1165.The dynamic height is computed by dividing the NAVD 88
 JD1165.geopotential number by the normal gravity value computed on the
 JD1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1165.degrees latitude (g = 980.6199 gals.).
 JD1165
 JD1165.The modeled gravity was interpolated from observed gravity values.
 JD1165
 JD1165;                    North         East     Units Scale Factor Converg.
 JD1165;SPC MO C     -   336,616.858   445,332.002   MT  0.99997012   -0 23 43.0
 JD1165;UTM  15      - 4,301,787.094   488,728.581   MT  0.99960156   -0 04 53.5
 JD1165
 JD1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1165!SPC MO C     -   0.99996401  x   0.99997012  =   0.99993413
 JD1165!UTM  15      -   0.99996401  x   0.99960156  =   0.99956559
 JD1165
 JD1165|---------------------------------------------------------------------|
 JD1165| PID    Reference Object                     Distance      Geod. Az  |
 JD1165|                                                           dddmmss.s |
 JD1165| JD1166 CARTWRIGHT RM 1                      34.692 METERS 02854     |
 JD1165| JD2641 ST JOHNS THE BAPTIST CATH CH        APPROX.13.3 KM 0921731.8 |
 JD1165| JD1164 CARTWRIGHT RM 2                      33.680 METERS 12759     |
 JD1165| JD1163 CARTWRIGHT AZ MK                                   2641916.7 |
 JD1165| JD0923 HANLEY                              APPROX. 7.6 KM 2651808.2 |
 JD1165|---------------------------------------------------------------------|
 JD1165
 JD1165                          SUPERSEDED SURVEY CONTROL
 JD1165
 JD1165  NAD 83(1997)-  38 51 53.46805(N)    093 07 47.71650(W) AD(       ) 2
 JD1165  NAD 83(1986)-  38 51 53.47027(N)    093 07 47.71603(W) AD(       ) 2
 JD1165  NAD 27      -  38 51 53.39803(N)    093 07 46.99811(W) AD(       ) 2
 JD1165  NGVD 29 (??/??/92)  261.945  (m)          859.40   (f) ADJ UNCH    2 0
 JD1165
 JD1165.Superseded values are not recommended for survey control.
 JD1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1165.See file dsdata.txt to determine how the superseded data were derived.
 JD1165
 JD1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8872901787(NAD 83)
 JD1165_MARKER: DS = TRIANGULATION STATION DISK
 JD1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1165_STAMPING: CARTWRIGHT 1949
 JD1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1165+STABILITY: SURFACE MOTION
 JD1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD1165+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2000
 JD1165
 JD1165  HISTORY     - Date     Condition        Report By
 JD1165  HISTORY     - 1949     MONUMENTED       CGS
 JD1165  HISTORY     - 1961     GOOD             LOCENG
 JD1165  HISTORY     - 1962     GOOD             CGS
 JD1165  HISTORY     - 1963     GOOD             NGS
 JD1165  HISTORY     - 20000413 GOOD             LOCENG
 JD1165
 JD1165                          STATION DESCRIPTION
 JD1165
 JD1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD1165'THE STATION IS LOCATED ABOUT 12.0 MILES NORTH-NORTHEAST OF
 JD1165'SEDALIA, 7.5 MILES SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAYS
 JD1165'65 AND 40, IN A SMALL TRIANGLE FORMED BY ROAD INTERSECTION.
 JD1165'IT IS 44 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 JD1165'27 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 25 FEET
 JD1165'NORTHEAST OF A BRACED POWERLINE POLE AND 15.5 FEET NORTH OF THE
 JD1165'NORTHEAST END OF A CONCRETE CULVERT.  THE MARK IS FLUSH WITH
 JD1165'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CARTWRIGHT
 JD1165'1949.
 JD1165'
 JD1165'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 35 FEET EAST OF
 JD1165'THE CENTERLINE OF ROUTE J AND 1 FOOT WEST OF THE FENCE.  THE
 JD1165'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CARTWRIGHT NO 1
 JD1165'1949.
 JD1165'
 JD1165'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION, 18 FEET
 JD1165'SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF THE
 JD1165'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JD1165'CARTWRIGHT NO 2 1949.
 JD1165'
 JD1165'AZIMUTH MARK IS ABOUT 0.15 MILE WEST-SOUTHWEST OF THE STATION,
 JD1165'29 FEET SOUTH OF THE CENTERLINE OF ROUTE J AND 1 FOOT NORTH
 JD1165'OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JD1165'CARTWRIGHT 1949.
 JD1165'
 JD1165'TT 1575, 1934 (MO. GEOD. S.) IS ABOUT 0.5 MILE NORTH OF THE
 JD1165'STATION, IN THE SOUTHEAST ANGLE OF THE ROAD INTERSECTION, 85
 JD1165'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 31 FEET EAST OF THE
 JD1165'CENTERLINE OF ROUTE J AND 10.5 FEET NORTH-NORTHWEST OF A
 JD1165'TELEPHONE POLE.  THE MARK IS SET IN A 6 INCH SQUARE CONCRETE POST
 JD1165'WHICH PROJECTS 4 INCHES AND THE DISK IS STAMPED TT 1575 CWA
 JD1165'1934.
 JD1165'
 JD1165'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JD1165'CARTWRIGHT TO TT 1575 1934.
 JD1165'
 JD1165'TO REACH FROM THE TRAFFIC LIGHT IN BOONVILLE, GO SOUTH AND
 JD1165'WEST ON U.S. HIGHWAY 40 FOR 21.5 MILES TO THE JUNCTION OF COUNTY
 JD1165'ROUTE J, TURN LEFT (SOUTH) ON ROUTE J FOR 2.0 MILES TO A STEEL
 JD1165'BRIDGE, CONTINUE ON ROUTE J FOR 5.45 MILES TO TT 1575 1934
 JD1165'(MO. GEOD. S.) MARK ON THE LEFT, AT SIDE ROAD LEFT, CONTINUE
 JD1165'ON SOUTH 0.5 MILE TO A POINT WHERE COUNTY ROUTE J TURNS RIGHT
 JD1165'AND THE STATION IN THE SMALL TRIANGLE FORMED BY ROAD
 JD1165'INTERSECTION.
 JD1165'
 JD1165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON ROUTE J
 JD1165'0.15 MILE TO THE MARK ON THE LEFT.
 JD1165'
 JD1165'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD1165
 JD1165                          STATION RECOVERY (1961)
 JD1165
 JD1165'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (RM)
 JD1165'STATION MARK AND RMS RECOVERED AS DESCRIBED AND FOUND IN
 JD1165'EXCELLENT CONDITION.  AZIMUTH MARK SEARCHED FOR BUT NOT FOUND,
 JD1165'BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 JD1165
 JD1165                          STATION RECOVERY (1962)
 JD1165
 JD1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 JD1165'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 JD1165'MARK 2 WERE RECOVERED, FOUND TO BE STAMPED AS DESCRIBED AND
 JD1165'IN GOOD CONDITION.  A GREAT DIFFERENCE IN DIRECTION WAS FOUND
 JD1165'TO THE AZIMUTH MARK THIS YEAR, WITH THE NEW DIRECTION BEING
 JD1165'VERIFIED BY A DIFFERENT OBSERVER.  A NEW DESCRIPTION FOR THE
 JD1165'STATION FOLLOWS.
 JD1165'
 JD1165'THE STATION IS 12 MILES NORTH-NORTHEAST OF SEDALIA, 7-1/2 MILES
 JD1165'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 40 AND 65, ABOUT 200
 JD1165'YARDS EAST OF AN ELEMENTRY SCHOOL, ON THE EAST RIGHT-OF-WAY OF
 JD1165'COUNTY ROUTE J AND IN A GRASS COVERED TRIANGLE FORMED BY THE
 JD1165'INTERSECTION OF A GRAVELED ROAD WITH COUNTY ROUTE J.  IT IS
 JD1165'DIRECTLY BENEATH A POWERLINE WHICH HAS BEEN RECENTLY
 JD1165'CONSTRUCTED.
 JD1165'
 JD1165'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 65
 JD1165'(S. MISSOURI AVE. AND W. BROADWAY AVE.) IN SEDALIA, DRIVE NORTH
 JD1165'ON U.S. HIGHWAY 65 FOR 11.05 MILES TO ITS JUNCTION WITH COUNTY
 JD1165'ROUTES D AND J.  TURN RIGHT ONTO COUNTY ROUTE J AND DRIVE EAST
 JD1165'ON THE MACADAM SURFACED ROAD FOR 5.1 MILES TO THE AZIMUTH MARK
 JD1165'ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.15 MILE TO A
 JD1165'POINT WHERE THE COUNTY ROUTE TURNS NORTH, A GRAVELED ROAD
 JD1165'CONTINUES EAST AND THE STATION IS SITUATED IN A TRIANGLE
 JD1165'FORMED BY THIS JUNCTION.
 JD1165'
 JD1165'THE STATION MARK, A STANDARD DISK STAMPED CARTWRIGHT 1949, IS
 JD1165'SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 JD1165'TOP, FLUSH WITH THE GROUND SURFACE.  IT IS 47.0 FEET EAST OF
 JD1165'THE CENTER OF COUNTY ROUTE J, 44.0 FEET NORTH OF THE CENTER OF
 JD1165'THE EAST-WEST GRAVELED ROAD, 27.0 FEET WEST OF THE CENTER OF A
 JD1165'NORTH-SOUTH GRAVELED ROAD, 27.0 FEET NORTH OF A POWERLINE POLE
 JD1165'AND 1.0 FOOT EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 JD1165'
 JD1165'REFERENCE MARK 1, A STANDARD DISK STAMPED CARTWRIGHT NO 1 1949,
 JD1165'IS SET IN THE TOP OF A CONCRETE POST, 10 INCHES SQUARE AT THE
 JD1165'TOP, PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 29.0
 JD1165'FEET EAST OF THE CENTER OF COUNTY ROUTE J AND 1.0 FOOT WEST OF
 JD1165'THE EAST RIGHT-OF-WAY FENCE.
 JD1165'
 JD1165'REFERENCE MARK 2, A STANDARD DISK STAMPED CARTWRIGHT NO 2 1949,
 JD1165'IS SET IN THE TOP OF A CONCRETE POST, 10 INCHES SQUARE AT THE
 JD1165'TOP, PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 17.0
 JD1165'FEET SOUTH OF THE EAST-WEST GRAVELED ROAD AND 1.0 FOOT NORTH OF
 JD1165'THE SOUTH RIGHT-OF-WAY FENCE.
 JD1165'
 JD1165'THE AZIMUTH MARK, A STANDARD DISK STAMPED CARTWRIGHT 1949, IS
 JD1165'SET IN THE TOP OF A CONCRETE POST, 8 INCHES SQUARE AT THE TOP,
 JD1165'FLUSH WITH THE GROUND SURFACE.  IT IS ON THE TOP OF AN EMBANKMENT,
 JD1165'28.0 FEET SOUTH AND 4 FEET HIGHER THAN THE CENTER OF COUNTY ROUTE
 JD1165'J AND 1.0 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND A METAL
 JD1165'WITNESS POST WITH SIGN WHICH IS SET IN THE FENCE.
 JD1165
 JD1165                          STATION RECOVERY (1963)
 JD1165
 JD1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1165'15.8 MI NE FROM SEDALIA.
 JD1165'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1165'STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S. HIGHWAY
 JD1165'65, THENCE 5.5 MILES NORTHEAST ALONG PAVED COUNTY ROAD J, ACROSS
 JD1165'THE ROAD FROM THE CARTWRIGHT SCHOOL GROUNDS, 40.5 FEET EAST OF
 JD1165'THE CENTERLINE OF THE ROAD, IN A SMALL TRIANGLE FORMED BY THE
 JD1165'INTERSECTION OF A NORTH-SOUTH ROAD AND AN EAST-WEST ROAD, 44 FEET
 JD1165'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 27 FEET WEST OF
 JD1165'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 113.7 FEET SOUTHWEST
 JD1165'ACROSS THE ROAD FROM R.M. 2, 25 FEET NORTHEAST OF A POWER POLE,
 JD1165'0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 JD1165'LEVEL OF COUNTY ROAD J, AND SET IN THE TOP OF A CONCRETE POST
 JD1165'LEVEL WITH THE GROUND.
 JD1165
 JD1165                          STATION RECOVERY (2000)
 JD1165
 JD1165'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 JD1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1163 ***********************************************************************
 JD1163  DESIGNATION -  CARTWRIGHT AZ MK
 JD1163  PID         -  JD1163
 JD1163  STATE/COUNTY-  MO/PETTIS
 JD1163  USGS QUAD   -  BEAMAN (1978)
 JD1163
 JD1163                         *CURRENT SURVEY CONTROL
 JD1163  ___________________________________________________________________
 JD1163* NAD 83(1986)-  38 51 52.     (N)    093 07 57.     (W)     SCALED    
 JD1163* NAVD 88     -       260.768  (meters)     855.54   (feet)  ADJUSTED  
 JD1163  ___________________________________________________________________
 JD1163  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1163  DYNAMIC HT  -         260.599 (meters)     854.98  (feet)  COMP
 JD1163  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 JD1163
 JD1163  VERT ORDER  -  SECOND    CLASS 0
 JD1163
 JD1163.The horizontal coordinates were scaled from a topographic map and have
 JD1163.an estimated accuracy of +/- 6 seconds.
 JD1163
 JD1163.The orthometric height was determined by differential leveling
 JD1163.and adjusted by the National Geodetic Survey in June 1991..
 JD1163
 JD1163.The geoid height was determined by GEOID03.
 JD1163
 JD1163.The dynamic height is computed by dividing the NAVD 88
 JD1163.geopotential number by the normal gravity value computed on the
 JD1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1163.degrees latitude (g = 980.6199 gals.).
 JD1163
 JD1163.The modeled gravity was interpolated from observed gravity values.
 JD1163
 JD1163;                    North         East    Units  Estimated Accuracy
 JD1163;SPC MO C     -   336,570.      445,110.      MT  (+/- 180 meters Scaled)
 JD1163
 JD1163                          SUPERSEDED SURVEY CONTROL
 JD1163
 JD1163  NGVD 29 (??/??/92)  260.681  (m)          855.25   (f) ADJ UNCH    2 0
 JD1163
 JD1163.Superseded values are not recommended for survey control.
 JD1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1163.See file dsdata.txt to determine how the superseded data were derived.
 JD1163
 JD1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD885017(NAD 83)
 JD1163_MARKER: DZ = AZIMUTH MARK DISK
 JD1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1163_STAMPING: CARTWRIGHT 1949
 JD1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1163+STABILITY: SURFACE MOTION
 JD1163
 JD1163  HISTORY     - Date     Condition        Report By
 JD1163  HISTORY     - 1949     MONUMENTED       CGS
 JD1163  HISTORY     - 1963     GOOD             NGS
 JD1163
 JD1163                          STATION DESCRIPTION
 JD1163
 JD1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1163'15.6 MI NE FROM SEDALIA.
 JD1163'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1163'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1163'HIGHWAY 65, THENCE 5.35 MILES NORTHEAST ALONG PAVED COUNTY ROAD
 JD1163'J, ON THE WEST SLOPE OF A SMALL HILL, 0.1 MILE WEST ACROSS THE
 JD1163'ROAD FROM THE CARTWRIGHT SCHOOL, 30 FEET SOUTH OF THE CENTERLINE
 JD1163'OF THE ROAD, 81 FEET WEST OF A TELEPHONE POLE, 1.5 FEET NORTH
 JD1163'OF AN EAST-WEST FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 JD1163'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 JD1163'A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1166 ***********************************************************************
 JD1166  DESIGNATION -  CARTWRIGHT RM 1
 JD1166  PID         -  JD1166
 JD1166  STATE/COUNTY-  MO/PETTIS
 JD1166  USGS QUAD   -  BEAMAN (1978)
 JD1166
 JD1166                         *CURRENT SURVEY CONTROL
 JD1166  ___________________________________________________________________
 JD1166* NAD 83(1986)-  38 51 53.     (N)    093 07 47.     (W)     SCALED    
 JD1166* NAVD 88     -       262.880  (meters)     862.47   (feet)  ADJUSTED  
 JD1166  ___________________________________________________________________
 JD1166  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1166  DYNAMIC HT  -         262.710 (meters)     861.91  (feet)  COMP
 JD1166  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 JD1166
 JD1166  VERT ORDER  -  SECOND    CLASS 0
 JD1166
 JD1166.The horizontal coordinates were scaled from a topographic map and have
 JD1166.an estimated accuracy of +/- 6 seconds.
 JD1166
 JD1166.The orthometric height was determined by differential leveling
 JD1166.and adjusted by the National Geodetic Survey in June 1991..
 JD1166
 JD1166.The geoid height was determined by GEOID03.
 JD1166
 JD1166.The dynamic height is computed by dividing the NAVD 88
 JD1166.geopotential number by the normal gravity value computed on the
 JD1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1166.degrees latitude (g = 980.6199 gals.).
 JD1166
 JD1166.The modeled gravity was interpolated from observed gravity values.
 JD1166
 JD1166;                    North         East    Units  Estimated Accuracy
 JD1166;SPC MO C     -   336,600.      445,350.      MT  (+/- 180 meters Scaled)
 JD1166
 JD1166                          SUPERSEDED SURVEY CONTROL
 JD1166
 JD1166  NGVD 29 (??/??/92)  262.793  (m)          862.18   (f) ADJ UNCH    2 0
 JD1166
 JD1166.Superseded values are not recommended for survey control.
 JD1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1166.See file dsdata.txt to determine how the superseded data were derived.
 JD1166
 JD1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD887017(NAD 83)
 JD1166_MARKER: DR = REFERENCE MARK DISK
 JD1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1166_STAMPING: CARTWRIGHT NO 1 1949
 JD1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1166+STABILITY: SURFACE MOTION
 JD1166
 JD1166  HISTORY     - Date     Condition        Report By
 JD1166  HISTORY     - 1949     MONUMENTED       CGS
 JD1166  HISTORY     - 1963     GOOD             NGS
 JD1166
 JD1166                          STATION DESCRIPTION
 JD1166
 JD1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1166'15.8 MI NE FROM SEDALIA.
 JD1166'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1166'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1166'HIGHWAY 65, THENCE 5.5 MILES NORTHEAST ALONG PAVED COUNTY ROAD
 JD1166'J, 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 113.7 FEET
 JD1166'NORTHEAST ACROSS THE ROAD FROM THE STATION MARK, 1.0 FOOT WEST
 JD1166'OF A NORTH-SOUTH FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JD1166'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1164 ***********************************************************************
 JD1164  DESIGNATION -  CARTWRIGHT RM 2
 JD1164  PID         -  JD1164
 JD1164  STATE/COUNTY-  MO/PETTIS
 JD1164  USGS QUAD   -  BEAMAN (1978)
 JD1164
 JD1164                         *CURRENT SURVEY CONTROL
 JD1164  ___________________________________________________________________
 JD1164* NAD 83(1986)-  38 51 53.     (N)    093 07 47.     (W)     SCALED    
 JD1164* NAVD 88     -       262.091  (meters)     859.88   (feet)  ADJUSTED  
 JD1164  ___________________________________________________________________
 JD1164  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1164  DYNAMIC HT  -         261.921 (meters)     859.32  (feet)  COMP
 JD1164  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 JD1164
 JD1164  VERT ORDER  -  SECOND    CLASS 0
 JD1164
 JD1164.The horizontal coordinates were scaled from a topographic map and have
 JD1164.an estimated accuracy of +/- 6 seconds.
 JD1164
 JD1164.The orthometric height was determined by differential leveling
 JD1164.and adjusted by the National Geodetic Survey in June 1991..
 JD1164
 JD1164.The geoid height was determined by GEOID03.
 JD1164
 JD1164.The dynamic height is computed by dividing the NAVD 88
 JD1164.geopotential number by the normal gravity value computed on the
 JD1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1164.degrees latitude (g = 980.6199 gals.).
 JD1164
 JD1164.The modeled gravity was interpolated from observed gravity values.
 JD1164
 JD1164;                    North         East    Units  Estimated Accuracy
 JD1164;SPC MO C     -   336,600.      445,350.      MT  (+/- 180 meters Scaled)
 JD1164
 JD1164                          SUPERSEDED SURVEY CONTROL
 JD1164
 JD1164  NGVD 29 (??/??/92)  262.004  (m)          859.59   (f) ADJ UNCH    2 0
 JD1164
 JD1164.Superseded values are not recommended for survey control.
 JD1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1164.See file dsdata.txt to determine how the superseded data were derived.
 JD1164
 JD1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD887017(NAD 83)
 JD1164_MARKER: DR = REFERENCE MARK DISK
 JD1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1164_STAMPING: CARTWRIGHT NO 2 1949
 JD1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1164+STABILITY: SURFACE MOTION
 JD1164
 JD1164  HISTORY     - Date     Condition        Report By
 JD1164  HISTORY     - 1949     MONUMENTED       CGS
 JD1164  HISTORY     - 1963     GOOD             NGS
 JD1164
 JD1164                          STATION DESCRIPTION
 JD1164
 JD1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1164'15.8 MI NE FROM SEDALIA.
 JD1164'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1164'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1164'HIGHWAY 65, THENCE 5.5 MILES NORTHEAST ALONG PAVED COUNTY ROAD
 JD1164'J, 18 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 110.5
 JD1164'FEET EAST-SOUTHEAST ACROSS THE ROAD FROM THE STATION MARK,
 JD1164'1 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JD1164'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0996 ***********************************************************************
 GE0996  DESIGNATION -  CARUTH
 GE0996  PID         -  GE0996
 GE0996  STATE/COUNTY-  MO/DUNKLIN
 GE0996  USGS QUAD   -  KENNETT SOUTH (1983)
 GE0996
 GE0996                         *CURRENT SURVEY CONTROL
 GE0996  ___________________________________________________________________
 GE0996* NAD 83(1997)-  36 08 03.00566(N)    090 04 25.83134(W)     ADJUSTED  
 GE0996* NAVD 88     -        78.3    (meters)     257.     (feet)  GPS OBS   
 GE0996  ___________________________________________________________________
 GE0996  X           -      -6,646.625 (meters)                     COMP
 GE0996  Y           -  -5,157,270.159 (meters)                     COMP
 GE0996  Z           -   3,740,254.968 (meters)                     COMP
 GE0996  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 GE0996  ELLIP HEIGHT-          49.92  (meters)          (02/17/00) GPS OBS
 GE0996  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GE0996
 GE0996  HORZ ORDER  -  FIRST
 GE0996  ELLP ORDER  -  FOURTH    CLASS I
 GE0996
 GE0996.The horizontal coordinates were established by classical geodetic methods
 GE0996.and adjusted by the National Geodetic Survey in February 2000..
 GE0996
 GE0996.The orthometric height was determined by GPS observations and a
 GE0996.high-resolution geoid model.
 GE0996
 GE0996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0996
 GE0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0996
 GE0996.The ellipsoidal height was determined by GPS observations
 GE0996.and is referenced to NAD 83.
 GE0996
 GE0996.The geoid height was determined by GEOID03.
 GE0996
 GE0996;                    North         East     Units Scale Factor Converg.
 GE0996;SPC MO E     -    33,462.140   288,356.335   MT  0.99995145   +0 15 04.7
 GE0996;SPC AR N     -   201,488.211   573,360.661   MT  0.99998190   +1 07 15.0
 GE0996;SPC AR N     -   661,049.24  1,881,100.77   sFT  0.99998190   +1 07 15.0
 GE0996;UTM  15      - 4,002,796.781   763,315.376   MT  1.00045440   +1 43 35.3
 GE0996;UTM  16      - 4,003,207.601   223,391.199   MT  1.00054286   -1 48 49.4
 GE0996
 GE0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0996!SPC MO E     -   0.99999217  x   0.99995145  =   0.99994362
 GE0996!SPC AR N     -   0.99999217  x   0.99998190  =   0.99997407
 GE0996!UTM  15      -   0.99999217  x   1.00045440  =   1.00044656
 GE0996!UTM  16      -   0.99999217  x   1.00054286  =   1.00053502
 GE0996
 GE0996:                Primary Azimuth Mark                     Grid Az
 GE0996:SPC MO E     -  CARUTH AZ MK 2                           000 48 41.8
 GE0996:SPC AR N     -  CARUTH AZ MK 2                           359 56 31.5
 GE0996:UTM  15      -  CARUTH AZ MK 2                           359 20 11.2
 GE0996:UTM  16      -  CARUTH AZ MK 2                           002 52 35.9
 GE0996
 GE0996|---------------------------------------------------------------------|
 GE0996| PID    Reference Object                     Distance      Geod. Az  |
 GE0996|                                                           dddmmss.s |
 GE0996| CI4071 CARUTH AZ MK 2                                     0010346.5 |
 GE0996| GE1290 CARUTH AZ MK                                       0011222.0 |
 GE0996| GE0994 P 86                                 24.916 METERS 17827     |
 GE0996| GE1288 CARUTH RM 1                          25.002 METERS 18107     |
 GE0996| GE1289 CARUTH RM 2                          35.159 METERS 26347     |
 GE0996| GE1004 SENATH MUNICIPAL TANK               APPROX. 8.1 KM 2710417.2 |
 GE0996| GE0995 KENNETT RADIO STA KBOA MAST         APPROX.10.1 KM 3590506.1 |
 GE0996|---------------------------------------------------------------------|
 GE0996
 GE0996                          SUPERSEDED SURVEY CONTROL
 GE0996
 GE0996  NAD 83(1997)-  36 08 03.00612(N)    090 04 25.83131(W) AD(       ) 1
 GE0996  NAD 83(1986)-  36 08 03.01838(N)    090 04 25.83235(W) AD(       ) 1
 GE0996  NAD 27      -  36 08 02.77400(N)    090 04 25.49650(W) AD(       ) 1
 GE0996  NGVD 29 (05/28/98)   78.3    (m)          257.     (f) GPS OBS        
 GE0996
 GE0996.Superseded values are not recommended for survey control.
 GE0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0996.See file dsdata.txt to determine how the superseded data were derived.
 GE0996
 GE0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6331502797(NAD 83)
 GE0996_MARKER: DS = TRIANGULATION STATION DISK
 GE0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0996_SP_SET: CONCRETE POST
 GE0996_STAMPING: CARUTH 1953
 GE0996_MARK LOGO: CGS   
 GE0996_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0996+STABILITY: SURFACE MOTION
 GE0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0996+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 GE0996
 GE0996  HISTORY     - Date     Condition        Report By
 GE0996  HISTORY     - 1953     MONUMENTED       CGS
 GE0996  HISTORY     - 1953     GOOD             CGS
 GE0996  HISTORY     - 1970     GOOD             NGS
 GE0996  HISTORY     - 19910312 GOOD             NGS
 GE0996  HISTORY     - 20020718 GOOD             USACE
 GE0996
 GE0996                          STATION DESCRIPTION
 GE0996
 GE0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0996'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF KENNETT, ABOUT 7
 GE0996'MILES NORTHEAST OF HORNERSVILLE AND ABOUT 0.6 MILE EAST OF
 GE0996'CARUTH IN A TRIANGULAR-SHAPED PLOT OF GROUND JUST EAST OF A
 GE0996'SHARP CURVE IN STATE HIGHWAY 25.  IT IS 49 FEET EAST OF THE
 GE0996'CENTER OF STATE HIGHWAY 25, 42 FEET WEST OF A FENCE AND 2 FEET
 GE0996'SOUTH OF A WITNESS POST.  THE MARK IS SET FLUSH WITH THE
 GE0996'SURFACE OF THE GROUND AND IS STAMPED CARUTH 1953.
 GE0996'
 GE0996'REFERENCE MARK NO. 1 IS 34 FEET SOUTHWEST OF A T ROAD JUNCTION,
 GE0996'26 FEET WEST OF THE CENTER OF A GRADED ROAD AND 1 FOOT NORTH
 GE0996'OF A FENCE.  IT IS STAMPED CARUTH NO 1 1953 AND PROJECTS 4 INCHES.
 GE0996'
 GE0996'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK CEMENTED
 GE0996'IN A DRILL HOLE IN THE NORTH HEADWALL OF A CULVERT, 16 FEET
 GE0996'NORTH OF THE CENTER OF STATE HIGHWAY 25 AND 11 FEET SOUTH OF
 GE0996'A FENCE.  IT IS SET FLUSH AND IS STAMPED CARUTH NO 2 1953.
 GE0996'
 GE0996'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GE0996'NO. 2 IS 132.78 FEET.
 GE0996'
 GE0996'A TRAVERSE CONNECTION WAS MADE TO P 86 (USE).  THE MARK IS A
 GE0996'U.S. ENGINEERING DEPARTMENT SURVEY DISK CEMENTED IN THE TOP
 GE0996'OF A CIRCULAR CONCRETE POST ABOUT 8 INCHES IN DIAMETER.  IT IS
 GE0996'22 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 21 FEET WEST
 GE0996'OF THE CENTER OF A GRADED ROAD, 2.5 FEET NORTHWEST OF A FENCE
 GE0996'CORNER POST AND 1 FOOT NORTH OF A FENCE.  IT IS STAMPED P 86
 GE0996'AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 GE0996'
 GE0996'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF A CROSSROAD ON
 GE0996'THE RIGHT-OF-WAY OF STATE HIGHWAY 25, 31 FEET EAST OF THE
 GE0996'CENTER OF THE HIGHWAY, 5 FEET SOUTH OF A TELEPHONE POLE, 2 FEET
 GE0996'WEST OF A FENCE AND 2 FEET SOUTH OF A WITNESS POST.  IT IS
 GE0996'STAMPED CARUTH 1953 AND PROJECTS 3 INCHES.
 GE0996'
 GE0996'TO REACH THE STATION FROM THE POST OFFICE IN SENATH GO SOUTH FOR
 GE0996'0.05 MILE TO THE JUNCTION WITH STATE HIGHWAY 25, TURN LEFT
 GE0996'AND GO EAST ON STATE HIGHWAY 25 FOR 3.6 MILES TO THE MAIN
 GE0996'CROSSROAD IN THE SMALL SETTLEMENT OF CARUTH, CONTINUE AHEAD,
 GE0996'EAST, FOR 0.6 MILE TO A POINT ON STATE HIGHWAY 25 WHERE THE
 GE0996'ROAD MAKES SHARP CURVE TO THE LEFT, NORTH, AND THE STATION
 GE0996'TO THE RIGHT OF THE HIGHWAY IN THE TRIANGULAR PLOT AS
 GE0996'DESCRIBED.
 GE0996'
 GE0996'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE
 GE0996'HIGHWAY 25 FOR 0.5 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 GE0996'ON THE RIGHT AS DESCRIBED.
 GE0996'
 GE0996'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 GE0996
 GE0996                          STATION RECOVERY (1953)
 GE0996
 GE0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GE0996'RECOVERED IN GOOD CONDITION.
 GE0996
 GE0996                          STATION RECOVERY (1970)
 GE0996
 GE0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0996'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GE0996'THE AZIMUTH MARK WAS FOUND AT THE EDGE OF A CULTIVATED FIELD AND
 GE0996'THE DISK GONE.  THE HOLE WAS LEFT WHERE THE SHANK OF THE
 GE0996'DISK WAS AND THIS POINT WAS HELD AND A NEW AZIMUTH MARK WAS SET.
 GE0996'P 86 (USE) WAS FOUND HIT BY ROAD EQUIPMENT AND LEANING TO THE
 GE0996'SOUTH AND WAS NOT THOUGHT TO BE WORTH CUTTING IN AT THIS TIME.
 GE0996'THE MARK WAS LEFT INTACT SINCE IT BELONGS TO ANOTHER AGENCY.
 GE0996'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 GE0996'
 GE0996'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF KENNETT, ON
 GE0996'ROAD RIGHT-OF-WAY, 51 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY
 GE0996'ROAD Y, 60 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 GE0996'38 FEET NORTH OF A POWER POLE, 56 FEET NORTHWEST OF A CONCRETE
 GE0996'FENCE CORNER POST AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 GE0996'THE MONUMENT IS 1 INCH UNDERGROUND AND THE DISK IS STAMPED
 GE0996'CARUTH 1953.
 GE0996'
 GE0996'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS P AND
 GE0996'Y IN CARUTH, GO EAST ON ROAD Y FOR 0.5 MILE TO POINT WHERE
 GE0996'ROAD GOES NORTH AND A GRAVELED ROAD STRAIGHT AHEAD AND THE
 GE0996'STATION AS DESCRIBED.  GO NORTH ON ROAD Y FOR 0.5 MILES TO
 GE0996'A GRADED CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE
 GE0996'AS DESCRIBED.
 GE0996'
 GE0996'REFERENCE MARK 1 IS 11 FEET EAST OF TELEPHONE POLE 97, 22 FEET
 GE0996'SOUTH OF THE CENTERLINE OF GRAVELED ROAD, 44 FEET SOUTH OF THE
 GE0996'POWER POLE, 63 FEET SOUTHWEST OF THE CONCRETE POST, 24 FEET
 GE0996'WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 1 FOOT NORTH
 GE0996'OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GE0996'STAMPED CARUTH NO 1 1953.
 GE0996'
 GE0996'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CARUTH NO 2 1953
 GE0996'SET IN A DRILL HOLE IN THE TOP AND CENTER OF A CONCRETE
 GE0996'HEADWALL, ABOUT 6 INCHES ABOVE THE SURFACE OF THE ROAD AND 16
 GE0996'FEET NORTHWEST OF THE CENTERLINE OF SAME.
 GE0996'
 GE0996'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CARUTH 1953 1970
 GE0996'SET IN A DRILL HOLE IN THE TOP OF THE SOUTH 1 OF 2 CONCRETE
 GE0996'HEADWALLS, 9 FEET SOUTHWEST OF TELEPHONE POLE 10, 20 FEET
 GE0996'SOUTH OF THE CENTERLINE OF GRADED ROAD, 24 FEET EAST OF THE
 GE0996'CENTERLINE OF THE ROAD AND 6 INCHES WEST OF THE EAST END
 GE0996'OF THE HEADWALL.
 GE0996'
 GE0996'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE0996'
 GE0996'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1/2
 GE0996'MILE EAST OF CARUTH
 GE0996
 GE0996                          STATION RECOVERY (1991)
 GE0996
 GE0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GE0996'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTH OF KENNETT, 11.3
 GE0996'KM (7.00 MI) NORTHEAST OF HORNERSVILLE AND 1.2 KM (0.75 MI) EAST OF
 GE0996'CARUTH.  OWNERSHIP--DUNKLIN COUNTY, J.C. SKAGGS, COUNTY COMMISSIONER,
 GE0996'COUNTY COURTHOUSE, P.O. BOX 188, KENNETT, MO 63857, PHONE IS BUSINESS
 GE0996'314-888-9086 OR HOME 314-888-4781.
 GE0996'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS P AND Y IN
 GE0996'CARUTH, GO EAST ON COUNTY ROAD Y FOR 1.21 KM (0.75 MI) TO THE STATION
 GE0996'ON THE RIGHT, JUST AFTER COUNTY ROAD Y TURNS TO THE NORTH.
 GE0996'THE STATION IS LOCATED 18.7 M (61.4 FT) NORTH FROM THE CENTER OF A
 GE0996'GRAVELED ROAD, 17.1 M (56.1 FT) NORTHWEST FROM THE NORTHWEST CORNER
 GE0996'OF A 8-INCH SQUARE CONCRETE POST, 14.9 M (48.9 FT) SOUTHEAST FROM THE
 GE0996'CENTERLINE OF COUNTY ROAD Y, 10.4 M (34.1 FT) NORTH-NORTHEAST FROM A
 GE0996'UTILITY POLE AND 0.5 M (1.6 FT) WEST FROM A WITNESS POST.  THE
 GE0996'STATION IS RECESSED 11-CM BELOW THE GROUND.
 GE0996'DESCRIBED BY E.J. HANSMANN.
 GE0996
 GE0996                          STATION RECOVERY (2002)
 GE0996
 GE0996'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1731 ***********************************************************************
 GD1731  DESIGNATION -  CARUTHERS
 GD1731  PID         -  GD1731
 GD1731  STATE/COUNTY-  MO/PEMISCOT
 GD1731  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1731
 GD1731                         *CURRENT SURVEY CONTROL
 GD1731  ___________________________________________________________________
 GD1731* NAD 83(1997)-  36 11 46.83687(N)    089 39 50.50801(W)     ADJUSTED  
 GD1731* NAVD 88     -        81.97   (+/-2cm)     268.9    (feet)  VERTCON   
 GD1731  ___________________________________________________________________
 GD1731  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 GD1731  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD1731
 GD1731  HORZ ORDER  -  FIRST
 GD1731  VERT ORDER  -  THIRD ? (See Below)
 GD1731
 GD1731.The horizontal coordinates were established by classical geodetic methods
 GD1731.and adjusted by the National Geodetic Survey in February 2000..
 GD1731
 GD1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1731.The vertical order pertains to the NGVD 29 superseded value.
 GD1731
 GD1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1731
 GD1731.The geoid height was determined by GEOID03.
 GD1731
 GD1731;                    North         East     Units Scale Factor Converg.
 GD1731;SPC MO E     -    40,600.585   325,182.658   MT  1.00000295   +0 29 37.4
 GD1731;SPC TN       -   212,868.863   270,545.803   MT  0.99996833   -2 08 42.2
 GD1731;SPC TN       -   698,387.26    887,615.69   sFT  0.99996833   -2 08 42.2
 GD1731;SPC AR N     -   209,183.572   610,075.144   MT  0.99999290   +1 21 33.5
 GD1731;SPC AR N     -   686,296.44  2,001,554.87   sFT  0.99999290   +1 21 33.5
 GD1731;UTM  16      - 4,009,016.156   260,467.558   MT  1.00030700   -1 34 26.4
 GD1731
 GD1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1731!SPC MO E     -   0.99999159  x   1.00000295  =   0.99999454
 GD1731!SPC TN       -   0.99999159  x   0.99996833  =   0.99995992
 GD1731!SPC AR N     -   0.99999159  x   0.99999290  =   0.99998449
 GD1731!UTM  16      -   0.99999159  x   1.00030700  =   1.00029859
 GD1731
 GD1731:                Primary Azimuth Mark                     Grid Az
 GD1731:SPC MO E     -  CARUTHERSVILLE STANDPIPE                 111 25 57.1
 GD1731:SPC TN       -  CARUTHERSVILLE STANDPIPE                 114 04 16.7
 GD1731:SPC AR N     -  CARUTHERSVILLE STANDPIPE                 110 34 01.0
 GD1731:UTM  16      -  CARUTHERSVILLE STANDPIPE                 113 30 00.9
 GD1731
 GD1731|---------------------------------------------------------------------|
 GD1731| PID    Reference Object                     Distance      Geod. Az  |
 GD1731|                                                           dddmmss.s |
 GD1731| GD1736 CARUTHERSVILLE STANDPIPE            APPROX. 0.6 KM 1115534.5 |
 GD1731| GD1730 CARUTHERSVILLE                      239.330 METERS 12417     |
 GD1731| GD1737 CARUTHERSVILLE WATER TANK           APPROX. 1.9 KM 1503545.3 |
 GD1731| CG3359 CARUTHERS RM 2                      160.000 METERS 19637     |
 GD1731| GD1753 HAYTI SE MO COMPRESS CO TANK        APPROX. 9.0 KM 2965342.1 |
 GD1731| GD1739 HAYTI N MUNICIPAL TANK              APPROX. 9.0 KM 3003032.8 |
 GD1731| CG3358 CARUTHERS RM 1                       67.900 METERS 30631     |
 GD1731|---------------------------------------------------------------------|
 GD1731
 GD1731                          SUPERSEDED SURVEY CONTROL
 GD1731
 GD1731  NAD 83(1997)-  36 11 46.83699(N)    089 39 50.50793(W) AD(       ) 1
 GD1731  NAD 83(1997)-  36 11 46.83723(N)    089 39 50.50804(W) AD(       ) 1
 GD1731  NAD 83(1997)-  36 11 46.84262(N)    089 39 50.50724(W) AD(       ) 1
 GD1731  NAD 83(1997)-  36 11 46.83973(N)    089 39 50.50571(W) AD(       ) 1
 GD1731  NAD 83(1986)-  36 11 46.84739(N)    089 39 50.50611(W) AD(       ) 1
 GD1731  NAD 27      -  36 11 46.59770(N)    089 39 50.21760(W) AD(       ) 1
 GD1731  NGVD 29 (07/19/86)   81.89   (m)          268.7    (f) LEVELING    3  
 GD1731
 GD1731.Superseded values are not recommended for survey control.
 GD1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1731.See file dsdata.txt to determine how the superseded data were derived.
 GD1731
 GD1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6046809016(NAD 83)
 GD1731_MARKER: DS = TRIANGULATION STATION DISK
 GD1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1731_SP_SET: CONCRETE POST
 GD1731_STAMPING: CARUTHERS 1929
 GD1731_MARK LOGO: CGS   
 GD1731_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1731+STABILITY: SURFACE MOTION
 GD1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1731+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1990
 GD1731
 GD1731  HISTORY     - Date     Condition        Report By
 GD1731  HISTORY     - 1929     MONUMENTED       CGS
 GD1731  HISTORY     - 1929     GOOD             CGS
 GD1731  HISTORY     - 1953     GOOD             CGS
 GD1731  HISTORY     - 1970     GOOD             NGS
 GD1731  HISTORY     - 1977     GOOD             NGS
 GD1731  HISTORY     - 19901106 SEE DESCRIPTION  NGS
 GD1731
 GD1731                          STATION DESCRIPTION
 GD1731
 GD1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1731'LOCATED IN NORTHERN PART OF TOWN OF CARUTHERSVILLE, ON LAND OWNED BY
 GD1731'T. J. MEDLIN, NORTHEAST OF THE PEMISCOT COUNTY FAIRGROUNDS, 64 FEET
 GD1731'EAST OF CENTER LINE OF STATE HIGHWAY 84, 95 FEET NORTH OF THE NORTH
 GD1731'RAIL OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AND 51 FEET NORTH OF
 GD1731'CENTER LINE OF FOURTH STREET.  SURFACE AND UNDERGROUND MARKS ARE
 GD1731'STANDARD DISK STATION MARKS IN CONCRETE.
 GD1731'UPPER MARK IS ABOUT 15 INCHES BELOW SURFACE.  REFERENCE MARKS
 GD1731'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 GD1731'262 FEET EAST OF CENTER LINE OF ROUTE 84, 23 FEET NORTH OF NORTH
 GD1731'RAIL OF OF RAILROAD, 12 FEET SOUTH OF CENTER LINE OF FOURTH
 GD1731'STREET, AND 67.9 METERS 223 FEET FROM STATION N 53 DEG 29 MIN W.
 GD1731'NO. 2 IS AT FENCE LINE ON EAST SIDE OF FAIRGROUNDS, 22.3 FEET
 GD1731'WEST OF CENTER LINE OF ROUTE 84, 56 FEET NORTH OF CENTER OF
 GD1731'MAIN ENTRANCE TO FAIRGROUNDS, AND 160 METERS 525 FEET FROM
 GD1731'STATION S 16 DEG 37 MIN W.
 GD1731
 GD1731                          STATION RECOVERY (1929)
 GD1731
 GD1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929
 GD1731'RECOVERED IN GOOD CONDITION.
 GD1731
 GD1731                          STATION RECOVERY (1953)
 GD1731
 GD1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1731'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 GD1731'DISK
 GD1731'IS STAMPED CRUTHER 1929 WHICH IS IN ERROR.  THE REFERENCE MARKS
 GD1731'WERE SEARCHED FOR BUT COULD NOT BE FOUND AND ARE THOUGHT DESTROYED.
 GD1731'
 GD1731'DUE TO HIGH VOLTAGE LINES DIRECTLY OVER THE STATION MARK WHICH
 GD1731'PROHIBITED THE BUILDING OF AN OBSERVING TOWER A NEW STATION
 GD1731'CARUTHERS 2 1953 WAS ESTABLISHED.
 GD1731'
 GD1731'A TRAVERSE CONNECTION WAS MADE TO CARUTHERS 2 1953.  SEE NEW
 GD1731'DESCRIPTION.
 GD1731
 GD1731                          STATION RECOVERY (1970)
 GD1731
 GD1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1731'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GD1731'
 GD1731'THE STATION IS LOCATED AT THE SITE OF NEW TRIANGULATION STATION
 GD1731'CARUTHERS 2 1953 AND A TRAVERSE TIE WAS MADE IN 1953, THE DISTANCE
 GD1731'BEING 43.35 FEET - 13.212 METERS, WHICH DISTANCES WERE VERIFIED
 GD1731'THIS DATE.
 GD1731'
 GD1731'SEE RECOVERY NOTE 1970 FOR TRIANGULATION STATION CARUTHERS 2 1953 FOR
 GD1731'A COMPLETE DESCRIPTION OF THIS MARK.
 GD1731'
 GD1731'NOTE - THE STAMPING ON THIS MARK IS CRUTHER 1929 AND WAS IN NO WAY
 GD1731'ALTERED.
 GD1731'
 GD1731'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT CARUTHERSVILLE.
 GD1731
 GD1731                          STATION RECOVERY (1977)
 GD1731
 GD1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1731'THE STATION SURFACE MARK WAS RECOVERED IN GOOD CONDITION
 GD1731'38 INCHES BELOW THE GROUND SURFACE.  THE STATION WAS NOT
 GD1731'OCCUPIED AT THIS TIME BUT A TRAVERSE TIE WAS MADE TO
 GD1731'TRIANGULATION STATION CARUTHERS 2, SEE DESCRIPTION THEREOF.
 GD1731'
 GD1731'STATION IS IN A VACANT LOT IN THE NORTHWEST SECTION OF
 GD1731'CARUTHERSVILLE, ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF
 GD1731'ROUTE 84 AND FAIR BOULEVARD AND IN THE NW 1/4 OF SECTION 16
 GD1731'T 18 N, R 12 E.
 GD1731'
 GD1731'TO REACH THE STATION FROM THE POST OFFICE IN CARUTHERSVILLE,
 GD1731'GO NORTHWEST ON THIRD STREET FOR 0.6 MILE TO FAIR
 GD1731'BOULEVARD.  TURN LEFT AND GO SOUTH ON FAIR BOULEVARD FOR 0.1
 GD1731'MILE TO THE STATION ON THE LEFT.
 GD1731'
 GD1731'STATION CARUTHERS, STAMPED---CRUTHER 1929---, IS A STANDARD
 GD1731'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GD1731'WHICH IS 38 INCHES BELOW THE GROUND SURFACE.  IT IS 85
 GD1731'FEET EAST OF THE CENTERLINE OF FAIR BOULEVARD, 46 FEET
 GD1731'NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE
 GD1731'SUB-STATION AND 39 FEET NORTHEAST OF A UTILITY POLE.  THE
 GD1731'STAMPING ON THE MARK WAS NOT CORRECTED.
 GD1731'
 GD1731'A 1/2-INCH REINFORCEMENT ROD WAS SET AT THE STATION MARK.
 GD1731
 GD1731                          STATION RECOVERY (1990)
 GD1731
 GD1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1731'THE MEASUREMENTS PUTS THIS STATION UNDER A NEW PAVED DRIVEWAY AND THE
 GD1731'MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1056 ***********************************************************************
 GD1056  DESIGNATION -  CARUTHERS 2 AZ MK RESET
 GD1056  PID         -  GD1056
 GD1056  STATE/COUNTY-  MO/PEMISCOT
 GD1056  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1056
 GD1056                         *CURRENT SURVEY CONTROL
 GD1056  ___________________________________________________________________
 GD1056* NAD 83(1986)-  36 11 57.     (N)    089 39 59.     (W)     SCALED    
 GD1056* NAVD 88     -        82.653  (meters)     271.17   (feet)  ADJUSTED  
 GD1056  ___________________________________________________________________
 GD1056  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1056  DYNAMIC HT  -          82.584 (meters)     270.94  (feet)  COMP
 GD1056  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 GD1056
 GD1056  VERT ORDER  -  FIRST     CLASS I
 GD1056
 GD1056.The horizontal coordinates were scaled from a topographic map and have
 GD1056.an estimated accuracy of +/- 6 seconds.
 GD1056
 GD1056.The orthometric height was determined by differential leveling
 GD1056.and adjusted by the National Geodetic Survey in June 1991..
 GD1056
 GD1056.The geoid height was determined by GEOID03.
 GD1056
 GD1056.The dynamic height is computed by dividing the NAVD 88
 GD1056.geopotential number by the normal gravity value computed on the
 GD1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1056.degrees latitude (g = 980.6199 gals.).
 GD1056
 GD1056.The modeled gravity was interpolated from observed gravity values.
 GD1056
 GD1056;                    North         East    Units  Estimated Accuracy
 GD1056;SPC MO E     -    40,910.      324,970.      MT  (+/- 180 meters Scaled)
 GD1056
 GD1056                          SUPERSEDED SURVEY CONTROL
 GD1056
 GD1056  NGVD 29 (??/??/??)   82.568  (m)          270.89   (f) ADJUSTED    1 1
 GD1056
 GD1056.Superseded values are not recommended for survey control.
 GD1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1056.See file dsdata.txt to determine how the superseded data were derived.
 GD1056
 GD1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF602093(NAD 83)
 GD1056_MARKER: DZ = AZIMUTH MARK DISK
 GD1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1056_SP_SET: CONCRETE POST
 GD1056_STAMPING: CARUTHERS 2 1953 RESET 1961
 GD1056_MARK LOGO: CGS   
 GD1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1056+STABILITY: SURFACE MOTION
 GD1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1056+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1991
 GD1056
 GD1056  HISTORY     - Date     Condition        Report By
 GD1056  HISTORY     - 1961     MONUMENTED       CGS
 GD1056  HISTORY     - 1976     GOOD             NGS
 GD1056  HISTORY     - 1985     GOOD             LOCSUR
 GD1056  HISTORY     - 19901106 GOOD             NGS
 GD1056  HISTORY     - 19910315 GOOD             NGS
 GD1056  HISTORY     - 20050303 MARK NOT FOUND   USACE
 GD1056
 GD1056                          STATION DESCRIPTION
 GD1056
 GD1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1056'IN CARUTHERSVILLE.
 GD1056'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 84 FROM THE ST. FRANCIS
 GD1056'LEVEE DISTRICT OFFICE AT THE NORTHWEST EDGE OF CARUTHERSVILLE,
 GD1056'AT THE SOUTHWEST CORNER OF THE TEXACO BULK PLANT, 60 FEET NORTH-
 GD1056'EAST OF THE CENTERLINE OF HIGHWAY, 17 FEET WEST OF THE WEST POST
 GD1056'OF THE WEST ENTRANCE TO PLANT, 1 FOOT SOUTHWEST OF THE CHAIN-
 GD1056'LINKED FENCE AROUND PLANT, AND ABOUT 100 FEET SOUTHWEST OF BM
 GD1056'E 273.
 GD1056
 GD1056                          STATION RECOVERY (1985)
 GD1056
 GD1056'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (RLW)
 GD1056'RECOVERED IN GOOD CONDITION.
 GD1056
 GD1056                          STATION RECOVERY (1990)
 GD1056
 GD1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1056'THE STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) NORTHWEST OF
 GD1056'CARUTHERSVILLE. OWNERSHIP-PEMISCOT COUNTY, JOHN ALFORD
 GD1056'(COUNTY CLERK), COUNTY COURTHOUSE, CARUTHERSVILLE MO 63830. PHONE IS
 GD1056'314-333-4203. TO REACH THE STATION FROM THE POST OFFICE (WEST 3RD
 GD1056'STREET AND CARLETON AVENUE) IN CARUTHERSVILLE. GO WESTERLY ON WEST
 GD1056'3RD STREET FOR 0.95 KM (0.60 MI) TO THE JUNCTION OF STATE HIGHWAY 84.
 GD1056'CONTINUE WESTERLY ON STATE HIGHWAY 84 FOR 0.36 KM (0.20 MI) TO A
 GD1056'DRIVEWAY ON THE RIGHT. THE WEST DRIVEWAY LEADING NORTH TO BULK
 GD1056'GASOLINE STORAGE TANKS AND THE STATION ON THE RIGHT. THE STATION IS
 GD1056'LOCATED 18.3 M (60.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF STATE
 GD1056'HIGHWAY 84, 5.2 M (17.1 FT) WEST FROM THE WEST GATE POST OF THE GATE
 GD1056'OF DRIVEWAY AND 0.3 M (1.0 FT) SOUTH FROM A CHAINLINK FENCE. THE
 GD1056'STATION PROJECTS 13-CM ABOVE THE GROUND. DESCRIBED BY E.J.HANSMANN.
 GD1056
 GD1056                          STATION RECOVERY (1991)
 GD1056
 GD1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1056'RECOVERED IN GOOD CONDITION.
 GD1056
 GD1056                          STATION RECOVERY (2005)
 GD1056
 GD1056'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 GD1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD2071 ***********************************************************************
 GD2071  HT_MOD      -  This is a Height Modernization Survey Station.
 GD2071  DESIGNATION -  CARUTHERS 2 RESET
 GD2071  PID         -  GD2071
 GD2071  STATE/COUNTY-  MO/PEMISCOT
 GD2071  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD2071
 GD2071                         *CURRENT SURVEY CONTROL
 GD2071  ___________________________________________________________________
 GD2071* NAD 83(1997)-  36 11 47.22829(N)    089 39 50.71003(W)     ADJUSTED  
 GD2071* NAVD 88     -        82.76   (meters)     271.5    (feet)  GPS OBS   
 GD2071  ___________________________________________________________________
 GD2071  X           -      30,212.022 (meters)                     COMP
 GD2071  Y           -  -5,153,111.007 (meters)                     COMP
 GD2071  Z           -   3,745,837.124 (meters)                     COMP
 GD2071  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 GD2071  ELLIP HEIGHT-          54.33  (meters)          (01/24/03) GPS OBS
 GD2071  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD2071
 GD2071  HORZ ORDER  -  FIRST
 GD2071  ELLP ORDER  -  SECOND    CLASS II
 GD2071
 GD2071.The horizontal coordinates were established by GPS observations
 GD2071.and adjusted by the National Geodetic Survey in January 2003..
 GD2071
 GD2071.The orthometric height was determined by GPS observations and a
 GD2071.high-resolution geoid model using precise GPS observation and
 GD2071.processing techniques.
 GD2071
 GD2071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD2071
 GD2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD2071
 GD2071.The ellipsoidal height was determined by GPS observations
 GD2071.and is referenced to NAD 83.
 GD2071
 GD2071.The geoid height was determined by GEOID03.
 GD2071
 GD2071;                    North         East     Units Scale Factor Converg.
 GD2071;SPC MO E     -    40,612.606   325,177.507   MT  1.00000294   +0 29 37.2
 GD2071;SPC TN       -   212,881.108   270,541.211   MT  0.99996835   -2 08 42.4
 GD2071;SPC TN       -   698,427.44    887,600.62   sFT  0.99996835   -2 08 42.4
 GD2071;SPC AR N     -   209,195.513   610,069.812   MT  0.99999292   +1 21 33.4
 GD2071;SPC AR N     -   686,335.61  2,001,537.37   sFT  0.99999292   +1 21 33.4
 GD2071;UTM  16      - 4,009,028.359   260,462.843   MT  1.00030703   -1 34 26.5
 GD2071
 GD2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD2071!SPC MO E     -   0.99999147  x   1.00000294  =   0.99999441
 GD2071!SPC TN       -   0.99999147  x   0.99996835  =   0.99995982
 GD2071!SPC AR N     -   0.99999147  x   0.99999292  =   0.99998439
 GD2071!UTM  16      -   0.99999147  x   1.00030703  =   1.00029850
 GD2071
 GD2071|---------------------------------------------------------------------|
 GD2071| PID    Reference Object                     Distance      Geod. Az  |
 GD2071|                                                           dddmmss.s |
 GD2071| GD1061 CARUTHERS 2 RM 5                     31.559 METERS 05909     |
 GD2071| CG3718 CARUTHERS 2 RM 3                     31.545 METERS 05918     |
 GD2071| GD1060 CARUTHERS 2 RM 4                     26.434 METERS 15520     |
 GD2071| GD1731 CARUTHERS                            13.078 METERS 15718     |
 GD2071| GD1735 CARUTHERSVILLE SE MO COMP TANK      APPROX. 2.2 KM 1604116.5 |
 GD2071| GD1733 CARUTHERSVILLE MUNICIPAL TANK       APPROX. 1.3 KM 1930329.4 |
 GD2071| GD1740 HAYTI S MUNICIPAL TANK              APPROX. 8.4 KM 2953236.8 |
 GD2071| GD1753 HAYTI SE MO COMPRESS CO TANK        APPROX. 9.0 KM 2965028.1 |
 GD2071| GD1739 HAYTI N MUNICIPAL TANK              APPROX. 8.9 KM 3002732.0 |
 GD2071| GD1734 CARUTHERSVILLE RADIO KCRV MAST      APPROX. 3.0 KM 3075547.0 |
 GD2071| GD1056 CARUTHERS 2 AZ MK RESET                            3252239.6 |
 GD2071| GD1747 CARUTHERSVILLE CABLE TV MAST        APPROX. 0.6 KM 3454844.2 |
 GD2071| GD1746 FRANCIS                             415.224 METERS 3461440.3 |
 GD2071|---------------------------------------------------------------------|
 GD2071
 GD2071                          SUPERSEDED SURVEY CONTROL
 GD2071
 GD2071  NAD 83(1997)-  36 11 47.22788(N)    089 39 50.70983(W) AD(       ) 1
 GD2071  ELLIP H (02/17/00)   54.36   (m)                       GP(       ) 4 1
 GD2071  NAD 83(1997)-  36 11 47.22800(N)    089 39 50.70976(W) AD(       ) 1
 GD2071  NAD 83(1997)-  36 11 47.22824(N)    089 39 50.70987(W) AD(       ) 1
 GD2071  NAD 83(1997)-  36 11 47.23363(N)    089 39 50.70906(W) AD(       ) 1
 GD2071  NAD 83(1997)-  36 11 47.23074(N)    089 39 50.70753(W) AD(       ) 1
 GD2071  NAD 83(1986)-  36 11 47.23850(N)    089 39 50.70798(W) AD(       ) 1
 GD2071  NAD 27      -  36 11 46.99330(N)    089 39 50.42170(W) AD(       ) 1
 GD2071  NGVD 29 (05/28/98)   82.7    (m)          271.     (f) GPS OBS        
 GD2071
 GD2071.Superseded values are not recommended for survey control.
 GD2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD2071.See file dsdata.txt to determine how the superseded data were derived.
 GD2071
 GD2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6046309028(NAD 83)
 GD2071_MARKER: DS = TRIANGULATION STATION DISK
 GD2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD2071_SP_SET: CONCRETE POST
 GD2071_STAMPING: CARUTHERS 2 1953 1991
 GD2071_MARK LOGO: NGS   
 GD2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD2071+STABILITY: SURFACE MOTION
 GD2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD2071+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 GD2071
 GD2071  HISTORY     - Date     Condition        Report By
 GD2071  HISTORY     - 1991     MONUMENTED       NGS
 GD2071  HISTORY     - 20050309 GOOD             USACE
 GD2071
 GD2071                          STATION DESCRIPTION
 GD2071
 GD2071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 GD2071'SURFACE STATION MARK, REFERENCE MARK 4 AND AZIMUTH MARK RESET 1961
 GD2071'RECOVERED.  STATION AREA IS NOW DRIVEWAY AND PARKING AREA FOR AN
 GD2071'INSURANCE OFFICE.  AREA HAS BEEN RAISED ABOUT 1 M (3.3 FT) SO A NEW
 GD2071'SURFACE STATION MARK WAS SET FLUSH WITH THE PAVEMENT AT THIS TIME,
 GD2071'HOLDING THE ORIGINAL POINT OF THE 1977 DISK.  THE 1977 DISK IS NOW
 GD2071'0.9 M (3.0 FT) BELOW GROUND.  NO DIFFERENTIAL LEVELING WAS DONE.
 GD2071'SINCE THE AZIMUTH MARK AND LOCAL INTERSECTION STATIONS ARE NO LONGER
 GD2071'VISIBLE, NO ANGLES WERE OBSERVED.  A LONGER DISTANCE OF 0.011 M
 GD2071'(0.036 FT) WAS NOTED TO REFERENCE MARK 4, NEW DISTANCE BEING 26.438 M
 GD2071'(86.739 FT) .  CARUTHERS 1929 (ALSO IN DRIVEWAY) WAS NOT SEARCHED
 GD2071'FOR.
 GD2071'STATION IS LOCATED NEAR THE NORTHWEST CORNER OF CARUTHERSVILLE, ALONG
 GD2071'STATE HIGHWAY 84 (TRUMAN BOULEVARD), IN THE NORTHEAST ANGLE OF
 GD2071'JUNCTION OF HIGHWAY AND WEST FOURTH STREET, IN THE WEST EDGE OF
 GD2071'MACADAM DRIVEWAY AT THE BOB HOLLAND INSURANCE AGENCY.
 GD2071'OWNERSHIP--ROBERT HOLLAND, 313 TRUMAN BOULEVARD, CARUTHERSVILLE, MO
 GD2071'63830.  PHONE IS 314-333-2555.
 GD2071'TO REACH FROM THE CARUTHERSVILLE POST OFFICE AT THE JUNCTION OF WEST
 GD2071'THIRD STREET AND CARLETON AVENUE, GO NORTHWEST ON WEST THIRD STREET
 GD2071'FOR 0.93 KM (0.55 MI) TO STATE HIGHWAY 84 ON THE LEFT.  TURN LEFT,
 GD2071'SOUTH, ON HIGHWAY 84 FOR 0.19 KM (0.10 MI) TO THE STATION ON THE
 GD2071'LEFT.
 GD2071'STATION MARK IS SET IN THE TOP OF A 20-CM ROUND CONCRETE POST WITH A
 GD2071'GALVANIZED STEEL SLEEVE SET FLUSH IN THE DRIVEWAY.  IT IS 21.1 M
 GD2071'(69.2 FT) EAST OF, AND LEVEL WITH THE CENTER OF THE HIGHWAY, 26.0 M
 GD2071'(85.3 FT) NORTH OF THE CENTER OF WEST FOURTH STREET, 9.5 M (31.2 FT)
 GD2071'SOUTHWEST OF THE SOUTHWEST CORNER OF THE INSURANCE OFFICE, 5.2 M
 GD2071'(17.1 FT) SOUTH OF THE SOUTH EDGE OF THE CONCRETE SECTION OF THE
 GD2071'PARKING AREA,, 23.6 M (77.4 FT) WEST-NORTHWEST OF THE NORTHWEST
 GD2071'CORNER OF THE FENCE AROUND AN ELECTRIC SUBSTATION, AND 17.6 M
 GD2071'(57.7 FT) NORTH-NORTHEAST OF A UTILITY POLE.
 GD2071'DESCRIBED BY G.R.HEID.
 GD2071
 GD2071                          STATION RECOVERY (2005)
 GD2071
 GD2071'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 GD2071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1060 ***********************************************************************
 GD1060  DESIGNATION -  CARUTHERS 2 RM 4
 GD1060  PID         -  GD1060
 GD1060  STATE/COUNTY-  MO/PEMISCOT
 GD1060  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1060
 GD1060                         *CURRENT SURVEY CONTROL
 GD1060  ___________________________________________________________________
 GD1060* NAD 83(1997)-  36 11 46.44888(N)    089 39 50.26858(W)     ADJUSTED  
 GD1060* NAVD 88     -        82.186  (meters)     269.64   (feet)  ADJUSTED  
 GD1060  ___________________________________________________________________
 GD1060  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 GD1060  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD1060  DYNAMIC HT  -          82.118 (meters)     269.42  (feet)  COMP
 GD1060  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GD1060
 GD1060  HORZ ORDER  -  FIRST
 GD1060  VERT ORDER  -  FIRST     CLASS I
 GD1060
 GD1060.The horizontal coordinates were established by GPS observations
 GD1060.and adjusted by the National Geodetic Survey in February 2000..
 GD1060.No horizontal observational check was made to the station.
 GD1060
 GD1060.The orthometric height was determined by differential leveling
 GD1060.and adjusted by the National Geodetic Survey in June 1991..
 GD1060
 GD1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1060
 GD1060.The geoid height was determined by GEOID03.
 GD1060
 GD1060.The dynamic height is computed by dividing the NAVD 88
 GD1060.geopotential number by the normal gravity value computed on the
 GD1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1060.degrees latitude (g = 980.6199 gals.).
 GD1060
 GD1060.The modeled gravity was interpolated from observed gravity values.
 GD1060
 GD1060;                    North         East     Units Scale Factor Converg.
 GD1060;SPC MO E     -    40,588.678   325,188.743   MT  1.00000297   +0 29 37.5
 GD1060;UTM  16      - 4,009,004.034   260,473.211   MT  1.00030697   -1 34 26.3
 GD1060
 GD1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1060!SPC MO E     -   0.99999156  x   1.00000297  =   0.99999453
 GD1060!UTM  16      -   0.99999156  x   1.00030697  =   1.00029853
 GD1060
 GD1060                          SUPERSEDED SURVEY CONTROL
 GD1060
 GD1060  NAD 83(1997)-  36 11 46.44900(N)    089 39 50.26850(W) AD(       ) 1
 GD1060  NAD 83(1997)-  36 11 46.44924(N)    089 39 50.26862(W) AD(       ) 1
 GD1060  NAD 83(1997)-  36 11 46.45488(N)    089 39 50.26795(W) AD(       ) 1
 GD1060  NAD 83(1997)-  36 11 46.45080(N)    089 39 50.26719(W) AD(       ) 1
 GD1060  NGVD 29 (??/??/??)   82.101  (m)          269.36   (f) ADJUSTED    1 1
 GD1060
 GD1060.Superseded values are not recommended for survey control.
 GD1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1060.See file dsdata.txt to determine how the superseded data were derived.
 GD1060
 GD1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6047309004(NAD 83)
 GD1060_MARKER: DR = REFERENCE MARK DISK
 GD1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1060_SP_SET: CONCRETE POST
 GD1060_STAMPING: CARUTHERS 2 NO 4 1953
 GD1060_MARK LOGO: CGS   
 GD1060_PROJECTION: FLUSH
 GD1060_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1060+STABILITY: SURFACE MOTION
 GD1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1060+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 GD1060
 GD1060  HISTORY     - Date     Condition        Report By
 GD1060  HISTORY     - 1953     MONUMENTED       CGS
 GD1060  HISTORY     - 1976     GOOD             NGS
 GD1060  HISTORY     - 1985     GOOD             LOCSUR
 GD1060  HISTORY     - 19901106 GOOD             NGS
 GD1060  HISTORY     - 19910315 GOOD             NGS
 GD1060  HISTORY     - 20011010 GOOD             3001
 GD1060  HISTORY     - 20020711 GOOD             USACE
 GD1060  HISTORY     - 20050309 GOOD             USACE
 GD1060
 GD1060                          STATION DESCRIPTION
 GD1060
 GD1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1060'IN CARUTHERSVILLE.
 GD1060'0.15 MILE SOUTH ALONG STATE HIGHWAY 84 FROM THE ST. FRANCIS LEVEE
 GD1060'DISTRICT OFFICE, 0.1 MILE SOUTH OF THE INTERSECTION OF STATE HIGH-
 GD1060'WAY 84 AND WEST THIRD STREET, 110 FEET EAST OF THE CENTERLINE OF
 GD1060'HIGHWAY, 21 FEET NORTH OF THE CEENTER OF WEST FOURTH STREET, 20
 GD1060'FEET SOUTH OF A POWERLINE POLE, AND 2.5 FEET WEST OF THE SOUTH-
 GD1060'WEST CORNER OF FENCE AROUND SUB-STATION.
 GD1060
 GD1060                          STATION RECOVERY (1985)
 GD1060
 GD1060'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (RLW)
 GD1060'RECOVERED IN GOOD CONDITION.
 GD1060
 GD1060                          STATION RECOVERY (1990)
 GD1060
 GD1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1060'THE STATION IS LOCATED IN THE NORTHWEST PART OF CARUTHERSVILLE.
 GD1060'OWNERSHIP-J.M.HOLLAND, 201 BECKWITH AVE, CARUTHERSVILLE MO 63830,
 GD1060'PHONE IS 314-333-1534 OR 314-333-2555. TO REACH THE STATION FROM THE
 GD1060'POST OFFICE (WEST 3RD STREET AND CARLETON AVENUE) IN CARUTHERSVILLE.
 GD1060'GO WESTERLY ON WEST 3RD STREET FOR 0.95 KM (0.60 MI) TO A PAVED ROAD
 GD1060'ON THE LEFT. TURN LEFT AND GO SOUTH ON STATE HIGHWAY 84 (TRUMAN
 GD1060'AVENUE) FOR 0.23 KM (0.15 MI) TO THE JUNCTION OF WEST 4TH STREET AND
 GD1060'THE STATION ON THE LEFT. THE STATION IS LOCATED 33.6 M (110.2 FT)
 GD1060'EAST FROM THE CENTERLINE OF STATE HIGHWAY 84, 6.4 M (21.0 FT) NORTH
 GD1060'FROM THE CENTER OF WEST 4TH STREET, 6.1 M (20.0 FT) SOUTH FROM A
 GD1060'UTILITY POLE AND 0.8 M (2.6 FT) WEST FROM THE SOUTHWEST CORNER OF A
 GD1060'FENCE AROUND A ELECTRIC SUB-STATION. THE STATION PROJECTS 13-CM ABOVE
 GD1060'THE GROUND. DESCRIBED BY E.J.HANSMANN.
 GD1060
 GD1060                          STATION RECOVERY (1991)
 GD1060
 GD1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1060'RECOVERED IN GOOD CONDITION.
 GD1060
 GD1060                          STATION RECOVERY (2001)
 GD1060
 GD1060'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 GD1060'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF CARUTHERSVILLE, MO,
 GD1060'ALONG STATE
 GD1060'HWY 84 (TRUMAN BLVD), IN THE PARKING LOT OF HOLLAND INSURANCE AGENCY,
 GD1060'IN THE NORTHEAST
 GD1060'ANGLE OF HWY 84 AND 4TH STREET.
 GD1060' 
 GD1060'OWNERSHIP-  ROBERT HOLLAND, 313 TRUMAN BLVD, CARUTHERSVILLE, MO
 GD1060' 
 GD1060'TO REACH THE STATION FROM THE POST OFFICE IN CARUTHERSVILLE, JUNCTION
 GD1060'OF W. 3RD STREET
 GD1060'AND CAROLTON, GO NORTHWEST ON WEST 3RD STREET FOR 0.55 MILES TO STATE
 GD1060'HWY 84 ON THE
 GD1060'LEFT.  TURN LEFT (SOUTH) ON HWY 84 FOR 0.10 MILES TO THE STATION ON
 GD1060'THE LEFT.
 GD1060' 
 GD1060'THE STATION IS SET IN THE TOP OF A 20 CM ROUND CONCRETE POST WITH A
 GD1060'GALVANIZED STEEL
 GD1060'SLEEVE, SET FLUSH WITH THE DRIVEWAY.  69.2 FEET EAST OF, AND LEVEL
 GD1060'WITH, THE HWY.  85.3 FEET
 GD1060'NORTH OF THE CENTER OF WEST 4TH STREET.  31.2 FEET SOUTHWEST OF THE
 GD1060'SOUTHWEST CORNER
 GD1060'OF THE H AND R BLOCK INCOME TAX OFFICE.  17.1 FEET SOUTH OF THE SOUTH
 GD1060'EDGE OF A CONCRETE
 GD1060'SECTION OF THE PARKING AREA.  77.4 FEET WEST-NORTHWEST OF THE
 GD1060'NORTHWEST CORNER OF THE
 GD1060'FENCE AROUND AN ELECTRIC SUBSTATION AND 57.7 FEET NORTH-NORTHEAST OF A
 GD1060'UTILITY POLE.
 GD1060' 
 GD1060' 
 GD1060'
 GD1060
 GD1060                          STATION RECOVERY (2002)
 GD1060
 GD1060'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1060'RECOVERED IN GOOD CONDITION.
 GD1060
 GD1060                          STATION RECOVERY (2005)
 GD1060
 GD1060'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 GD1060'THE 2001 STATION RECOVERY IS INCORRECT.  REFER TO STATION RECOVERY OF
 GD1060'1990, FOR THIS MARK.  MARK WAS AGREEABLE TO ALL REFERENCES IN 1990
 GD1060'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1061 ***********************************************************************
 GD1061  DESIGNATION -  CARUTHERS 2 RM 5
 GD1061  PID         -  GD1061
 GD1061  STATE/COUNTY-  MO/PEMISCOT
 GD1061  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1061
 GD1061                         *CURRENT SURVEY CONTROL
 GD1061  ___________________________________________________________________
 GD1061* NAD 83(1986)-  36 11 47.     (N)    089 39 51.     (W)     SCALED    
 GD1061* NAVD 88     -        82.281  (meters)     269.95   (feet)  ADJUSTED  
 GD1061  ___________________________________________________________________
 GD1061  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD1061  DYNAMIC HT  -          82.213 (meters)     269.73  (feet)  COMP
 GD1061  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 GD1061
 GD1061  VERT ORDER  -  FIRST     CLASS I
 GD1061
 GD1061.The horizontal coordinates were scaled from a topographic map and have
 GD1061.an estimated accuracy of +/- 6 seconds.
 GD1061
 GD1061.The orthometric height was determined by differential leveling
 GD1061.and adjusted by the National Geodetic Survey in June 1991..
 GD1061
 GD1061.The geoid height was determined by GEOID03.
 GD1061
 GD1061.The dynamic height is computed by dividing the NAVD 88
 GD1061.geopotential number by the normal gravity value computed on the
 GD1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1061.degrees latitude (g = 980.6199 gals.).
 GD1061
 GD1061.The modeled gravity was interpolated from observed gravity values.
 GD1061
 GD1061;                    North         East    Units  Estimated Accuracy
 GD1061;SPC MO E     -    40,610.      325,170.      MT  (+/- 180 meters Scaled)
 GD1061
 GD1061                          SUPERSEDED SURVEY CONTROL
 GD1061
 GD1061  NGVD 29 (??/??/??)   82.197  (m)          269.67   (f) ADJUSTED    1 1
 GD1061
 GD1061.Superseded values are not recommended for survey control.
 GD1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1061.See file dsdata.txt to determine how the superseded data were derived.
 GD1061
 GD1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF604090(NAD 83)
 GD1061_MARKER: DR = REFERENCE MARK DISK
 GD1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1061_SP_SET: CONCRETE POST
 GD1061_STAMPING: CARUTHERS 2 1953 NO 5 1970
 GD1061_MARK LOGO: NGS   
 GD1061_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1061+STABILITY: SURFACE MOTION
 GD1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1061+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1990
 GD1061
 GD1061  HISTORY     - Date     Condition        Report By
 GD1061  HISTORY     - 1970     MONUMENTED       NGS
 GD1061  HISTORY     - 1976     GOOD             NGS
 GD1061  HISTORY     - 19901106 SEE DESCRIPTION  NGS
 GD1061
 GD1061                          STATION DESCRIPTION
 GD1061
 GD1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1061'IN CARUTHERSVILLE.
 GD1061'0.15 MILE SOUTH ALONG STATE HIGHWAY 84 FROM THE ST. FRANCIS LEVEE
 GD1061'DISTRICT OFFICE, 98 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 GD1061'OF FENCE AROUND SUB-STATION, 32 FEET SOUTHWEST OF A POWERLINE POLE,
 GD1061'29 FEET SOUTHWEST OF A FENCE CORNER, 26 FEET WEST OF THE CENTER
 GD1061'OF A STREET, 18 FEET SOUTH OF A EAST-WEST FENCE, AND ENCASED IN A
 GD1061'PLASTIC PIPE.
 GD1061
 GD1061                          STATION RECOVERY (1990)
 GD1061
 GD1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1061'AFTER A THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1730 ***********************************************************************
 GD1730  DESIGNATION -  CARUTHERSVILLE
 GD1730  PID         -  GD1730
 GD1730  STATE/COUNTY-  MO/PEMISCOT
 GD1730  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1730
 GD1730                         *CURRENT SURVEY CONTROL
 GD1730  ___________________________________________________________________
 GD1730* NAD 83(1997)-  36 11 42.46324(N)    089 39 42.59270(W)     ADJUSTED  
 GD1730* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 GD1730  ___________________________________________________________________
 GD1730  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GD1730  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD1730
 GD1730  HORZ ORDER  -  SECOND
 GD1730
 GD1730.The horizontal coordinates were established by classical geodetic methods
 GD1730.and adjusted by the National Geodetic Survey in February 2000..
 GD1730
 GD1730.The orthometric height was scaled from a topographic map.
 GD1730
 GD1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1730
 GD1730.The geoid height was determined by GEOID03.
 GD1730
 GD1730;                    North         East     Units Scale Factor Converg.
 GD1730;SPC MO E     -    40,467.488   325,381.566   MT  1.00000332   +0 29 42.0
 GD1730;SPC TN       -   212,726.754   270,738.366   MT  0.99996820   -2 08 37.6
 GD1730;SPC TN       -   697,921.03    888,247.46   sFT  0.99996820   -2 08 37.6
 GD1730;UTM  16      - 4,008,875.926   260,661.593   MT  1.00030586   -1 34 21.6
 GD1730
 GD1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1730!SPC MO E     -   0.99999142  x   1.00000332  =   0.99999474
 GD1730!SPC TN       -   0.99999142  x   0.99996820  =   0.99995962
 GD1730!UTM  16      -   0.99999142  x   1.00030586  =   1.00029728
 GD1730
 GD1730                          SUPERSEDED SURVEY CONTROL
 GD1730
 GD1730  NAD 83(1997)-  36 11 42.46336(N)    089 39 42.59263(W) AD(       ) 2
 GD1730  NAD 83(1997)-  36 11 42.46360(N)    089 39 42.59274(W) AD(       ) 2
 GD1730  NAD 83(1997)-  36 11 42.46897(N)    089 39 42.59195(W) AD(       ) 2
 GD1730  NAD 83(1997)-  36 11 42.46610(N)    089 39 42.59041(W) AD(       ) 2
 GD1730  NAD 83(1986)-  36 11 42.47378(N)    089 39 42.59084(W) AD(       ) 2
 GD1730  NAD 27      -  36 11 42.22400(N)    089 39 42.30250(W) AD(       ) 2
 GD1730
 GD1730.Superseded values are not recommended for survey control.
 GD1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1730.See file dsdata.txt to determine how the superseded data were derived.
 GD1730
 GD1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6066208876(NAD 83)
 GD1730_MARKER: P = PIPE CAP
 GD1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1730_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1730
 GD1730  HISTORY     - Date     Condition        Report By
 GD1730  HISTORY     - 1929     MONUMENTED       MRC
 GD1730  HISTORY     - 1970     MARK NOT FOUND   NGS
 GD1730
 GD1730                          STATION DESCRIPTION
 GD1730
 GD1730'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 GD1730'IN UPPER PART OF CARUTHERSVILLE, ABOUT ONE-HALF MILE ABOVE POST
 GD1730'OFFICE, ABOUT 500 METERS 1,640 FEET FROM RIVER BANK IN 1912, 187
 GD1730'METERS 614 FEET BACK OF LEVEE, ON FENCE LINE BETWEEN PROPERTY OF
 GD1730'JOE FISHER AND ST. LOUIS-SAN FRANCISCO RAILWAY, 120 METERS 394 FEET
 GD1730'WEST OF CATTLE GUARD, 36 METERS 118 FEET FROM SOUTHWEST CORNER OF
 GD1730'LUMBERYARD, ON THE NORTHWEST CORNER OF FISHERS GARDEN PLOT,
 GD1730'78 FEET SOUTH OF CENTER LINE OF FOURTH STREET, 30.3 FEET S OF S
 GD1730'RAIL OF RAILWAY, 46.6 FEET EAST OF NORTHWEST CORNER OF FENCE
 GD1730'LINE SURROUNDING FISHERS PROPERTY, AND 126.5 FEET WEST OF CENTER
 GD1730'LINE OF LOWER END STREET.  MARKED BY STANDARD MARK OF
 GD1730'MISSISSIPPI RIVER COMMISSION, BRASS CAP ON STEEL PIPE ABOVE
 GD1730'SET IN THE CENTER OF TOP OF CEMENT POST 2-1/2 FEET LONG
 GD1730'AND 7-1/2 INCHES IN DIAMETER, ENCASED IN A PIPE OF TIN.
 GD1730'POST PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 GD1730'MARKED BY COPPER BOLT IN TILE BELOW.  STATION
 GD1730'CARUTHERS IS 239.33 METERS 785.2 FEET FROM STATION N 55 DEG 43
 GD1730'MIN W.
 GD1730
 GD1730                          STATION RECOVERY (1970)
 GD1730
 GD1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1730'A COMPLETE AND EXTENDED SEARCH WAS MADE FOR THIS MARK, BUT IT COULD
 GD1730'NOT BE FOUND.  THE RAILROAD ROADBED HAS BEEN CHANGED, A NEW STREET
 GD1730'HAS BEEN GRADED AND A DRAINAGE DITCH DUG, AND IT IS ASSUMED THAT
 GD1730'THIS MARK WAS COMPLETELY DESTROYED DURING SOME OF THE CONSTRUCTION
 GD1730'WORK.
 GD1730'
 GD1730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT CARUTHERSVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1747 ***********************************************************************
 GD1747  DESIGNATION -  CARUTHERSVILLE CABLE TV MAST
 GD1747  PID         -  GD1747
 GD1747  STATE/COUNTY-  MO/PEMISCOT
 GD1747  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1747
 GD1747                         *CURRENT SURVEY CONTROL
 GD1747  ___________________________________________________________________
 GD1747* NAD 83(1997)-  36 12 05.34781(N)    089 39 56.36197(W)     ADJUSTED  
 GD1747* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 GD1747  ___________________________________________________________________
 GD1747  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GD1747  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1747
 GD1747  HORZ ORDER  -  THIRD
 GD1747
 GD1747.The horizontal coordinates were established by classical geodetic methods
 GD1747.and adjusted by the National Geodetic Survey in February 2000..
 GD1747
 GD1747.The orthometric height was scaled from a topographic map.
 GD1747
 GD1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1747
 GD1747.The geoid height was determined by GEOID03.
 GD1747
 GD1747;                    North         East     Units Scale Factor Converg.
 GD1747;SPC MO E     -    41,169.869   325,031.505   MT  1.00000267   +0 29 34.1
 GD1747;UTM  16      - 4,009,590.698   260,337.005   MT  1.00030777   -1 34 30.6
 GD1747
 GD1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1747!SPC MO E     -   0.99999142  x   1.00000267  =   0.99999409
 GD1747!UTM  16      -   0.99999142  x   1.00030777  =   1.00029919
 GD1747
 GD1747                          SUPERSEDED SURVEY CONTROL
 GD1747
 GD1747  NAD 83(1997)-  36 12 05.34799(N)    089 39 56.36190(W) AD(       ) 4
 GD1747  NAD 83(1997)-  36 12 05.34810(N)    089 39 56.36198(W) AD(       ) 4
 GD1747  NAD 83(1997)-  36 12 05.35246(N)    089 39 56.36150(W) AD(       ) 4
 GD1747  NAD 83(1997)-  36 12 05.35073(N)    089 39 56.35976(W) AD(       ) 4
 GD1747  NAD 83(1986)-  36 12 05.35861(N)    089 39 56.36009(W) AD(       ) 4
 GD1747  NAD 27      -  36 12 05.08246(N)    089 39 56.06237(W) AD(       ) 3
 GD1747
 GD1747.Superseded values are not recommended for survey control.
 GD1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1747.See file dsdata.txt to determine how the superseded data were derived.
 GD1747
 GD1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6033709591(NAD 83)
 GD1747_MARKER: 42 = RADIO/TV MAST
 GD1747
 GD1747  HISTORY     - Date     Condition        Report By
 GD1747  HISTORY     - 1977     FIRST OBSERVED   NGS
 GD1747
 GD1747                          STATION DESCRIPTION
 GD1747
 GD1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1747'THE STATION IS THE LIGHT AT TOP CENTER OF MAST WHICH IS
 GD1747'LOCATED 0.8 MILE NORTHWEST OF THE CENTER OF CARUTHERSVILLE AND
 GD1747'0.1 MILE SOUTHWEST OF WEST BANK OF MISSISSIPPI RIVER.  IT IS A
 GD1747'GUYED MAST PAINTED ALTERNATE RED AND WHITE AND IS ABOUT 390
 GD1747'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1733 ***********************************************************************
 GD1733  DESIGNATION -  CARUTHERSVILLE MUNICIPAL TANK
 GD1733  PID         -  GD1733
 GD1733  STATE/COUNTY-  MO/PEMISCOT
 GD1733  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1733
 GD1733                         *CURRENT SURVEY CONTROL
 GD1733  ___________________________________________________________________
 GD1733* NAD 83(1997)-  36 11 06.10576(N)    089 40 02.47557(W)     ADJUSTED  
 GD1733* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 GD1733  ___________________________________________________________________
 GD1733  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GD1733  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1733
 GD1733  HORZ ORDER  -  THIRD
 GD1733
 GD1733.The horizontal coordinates were established by classical geodetic methods
 GD1733.and adjusted by the National Geodetic Survey in February 2000..
 GD1733
 GD1733.The orthometric height was scaled from a topographic map.
 GD1733
 GD1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1733
 GD1733.The geoid height was determined by GEOID03.
 GD1733
 GD1733;                    North         East     Units Scale Factor Converg.
 GD1733;SPC MO E     -    39,342.605   324,894.453   MT  1.00000242   +0 29 29.8
 GD1733;SPC TN       -   211,625.529   270,200.001   MT  0.99996711   -2 08 49.3
 GD1733;SPC TN       -   694,308.09    886,481.17   sFT  0.99996711   -2 08 49.3
 GD1733;UTM  16      - 4,007,769.011   260,134.057   MT  1.00030897   -1 34 32.0
 GD1733
 GD1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1733!SPC MO E     -   1.00000444  x   1.00000242  =   1.00000686
 GD1733!SPC TN       -   1.00000444  x   0.99996711  =   0.99997155
 GD1733!UTM  16      -   1.00000444  x   1.00030897  =   1.00031342
 GD1733
 GD1733                          SUPERSEDED SURVEY CONTROL
 GD1733
 GD1733  NAD 83(1997)-  36 11 06.10571(N)    089 40 02.47559(W) AD(       ) 4
 GD1733  NAD 83(1997)-  36 11 06.10558(N)    089 40 02.47576(W) AD(       ) 4
 GD1733  NAD 83(1997)-  36 11 06.11101(N)    089 40 02.47531(W) AD(       ) 4
 GD1733  NAD 83(1997)-  36 11 06.10842(N)    089 40 02.47363(W) AD(       ) 4
 GD1733  NAD 83(1986)-  36 11 06.11635(N)    089 40 02.47382(W) AD(       ) 4
 GD1733  NAD 27      -  36 11 05.86600(N)    089 40 02.18900(W) AD(       ) 3
 GD1733
 GD1733.Superseded values are not recommended for survey control.
 GD1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1733.See file dsdata.txt to determine how the superseded data were derived.
 GD1733
 GD1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6013407769(NAD 83)
 GD1733_MARKER: 53 = ELEVATED TANK
 GD1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1733+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 GD1733
 GD1733  HISTORY     - Date     Condition        Report By
 GD1733  HISTORY     - 1953     FIRST OBSERVED   CGS
 GD1733  HISTORY     - 1977     GOOD             NGS
 GD1733  HISTORY     - 20060705 GOOD             GEOCAC
 GD1733
 GD1733                          STATION DESCRIPTION
 GD1733
 GD1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1733'THE STATION IS LOCATED AT THE WEST SIDE OF THE TOWN OF
 GD1733'CARUTHERSVILLE, 105 FEET NORTH OF WEST 13TH STREET AND 90 FEET WEST
 GD1733'OF JULIET ST.
 GD1733'
 GD1733'IT IS AN EIGHT LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE TANK
 GD1733'PROPER WHICH HAS A DOME SHAPED ROOF.  THE OVERALL HEIGHT IS ABOUT
 GD1733'135 FEET.  THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE
 GD1733'ROOF.
 GD1733
 GD1733                          STATION RECOVERY (1977)
 GD1733
 GD1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1733'THIS STATION HAS A NAME CHANGE, IT IS DESCRIBED AS
 GD1733'CARUTHERSVILLE MUNICIPAL WATER TANK.
 GD1733'
 GD1733'THE STATION IS THE APEX OF VENT, TOP CENTER, OF THE
 GD1733'CARUTHERSVILLE MUN TANK WHICH IS LOCATED IN THE WEST SECTION
 GD1733'OF CARUTHERSVILLE IN THE NORTHWEST ANGLE OF THE INTERSECTION
 GD1733'OF FAIR BLVD AND THIRTEENTH STREET.  IT IS 105 FEET NORTH OF
 GD1733'THE CENTERLINE OF THIRTEENTH STREET AND 90 FEET WEST OF THE
 GD1733'CENTERLINE OF FAIR BLVD.  THE TANK HAS A CYLINDRICAL BODY,
 GD1733'DOME SHAPED TOP, HEMISPHERICAL BOTTOM AND IS SUPPORTED BY 8
 GD1733'TUBULAR STEEL LEGS.  IT IS GREEN IN COLOR AND IS ABOUT 135
 GD1733'FEET HIGH.
 GD1733
 GD1733                          STATION RECOVERY (2006)
 GD1733
 GD1733'RECOVERY NOTE BY GEOCACHING 2006 (JIJ)
 GD1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1734 ***********************************************************************
 GD1734  DESIGNATION -  CARUTHERSVILLE RADIO KCRV MAST
 GD1734  PID         -  GD1734
 GD1734  STATE/COUNTY-  MO/PEMISCOT
 GD1734  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1734
 GD1734                         *CURRENT SURVEY CONTROL
 GD1734  ___________________________________________________________________
 GD1734* NAD 83(1997)-  36 12 47.61187(N)    089 41 26.34204(W)     ADJUSTED  
 GD1734* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 GD1734  ___________________________________________________________________
 GD1734  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 GD1734  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GD1734
 GD1734  HORZ ORDER  -  THIRD
 GD1734
 GD1734.The horizontal coordinates were established by classical geodetic methods
 GD1734.and adjusted by the National Geodetic Survey in February 2000..
 GD1734
 GD1734.The orthometric height was scaled from a topographic map.
 GD1734
 GD1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1734
 GD1734.The geoid height was determined by GEOID03.
 GD1734
 GD1734;                    North         East     Units Scale Factor Converg.
 GD1734;SPC MO E     -    42,453.483   322,772.867   MT  0.99999856   +0 28 41.4
 GD1734;SPC TN       -   214,830.680   268,223.947   MT  0.99997024   -2 09 38.4
 GD1734;SPC TN       -   704,823.66    879,998.07   sFT  0.99997024   -2 09 38.4
 GD1734;UTM  16      - 4,010,955.419   258,125.471   MT  1.00032089   -1 35 25.4
 GD1734
 GD1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1734!SPC MO E     -   1.00000445  x   0.99999856  =   1.00000301
 GD1734!SPC TN       -   1.00000445  x   0.99997024  =   0.99997469
 GD1734!UTM  16      -   1.00000445  x   1.00032089  =   1.00032534
 GD1734
 GD1734                          SUPERSEDED SURVEY CONTROL
 GD1734
 GD1734  NAD 83(1997)-  36 12 47.61192(N)    089 41 26.34191(W) AD(       ) 4
 GD1734  NAD 83(1997)-  36 12 47.61200(N)    089 41 26.34189(W) AD(       ) 4
 GD1734  NAD 83(1997)-  36 12 47.61752(N)    089 41 26.34074(W) AD(       ) 4
 GD1734  NAD 83(1997)-  36 12 47.61571(N)    089 41 26.33986(W) AD(       ) 4
 GD1734  NAD 83(1986)-  36 12 47.62308(N)    089 41 26.34044(W) AD(       ) 4
 GD1734  NAD 27      -  36 12 47.37500(N)    089 41 26.05300(W) AD(       ) 3
 GD1734
 GD1734.Superseded values are not recommended for survey control.
 GD1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1734.See file dsdata.txt to determine how the superseded data were derived.
 GD1734
 GD1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5812510955(NAD 83)
 GD1734_MARKER: 42 = RADIO/TV MAST
 GD1734
 GD1734  HISTORY     - Date     Condition        Report By
 GD1734  HISTORY     - 1953     FIRST OBSERVED   CGS
 GD1734  HISTORY     - 1977     GOOD             NGS
 GD1734
 GD1734                          STATION DESCRIPTION
 GD1734
 GD1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1734'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF HAYTI, 2.5 MILES
 GD1734'NORTHWEST OF CARUTHERSVILLE, ABOUT 300 FEET NORTHEAST OF THE CENTER
 GD1734'OF STATE HIGHWAY 84 AND ABOUT 150 FEET NORTH-NORTHEAST OF THE
 GD1734'TRANSMITTER BUILDING.
 GD1734'
 GD1734'IT IS A TRIANGULAR SHAPED STEEL MAST WITH A RED LIGHT ON TOP.  THE
 GD1734'OVERALL HEIGHT IS 202 FEET.  THE POINT OBSERVED UPON WAS THE TOP AND
 GD1734'CENTER OF THE MAST.
 GD1734'
 GD1734'TO REACH THE STATION FROM THE CENTER OF CARUTHERSVILLE, GO
 GD1734'NORTHWESTERLY ON STATE HIGHWAY 84 FOR 2.5 MILES TO THE STATION ON
 GD1734'THE RIGHT AS DESCRIBED.
 GD1734
 GD1734                          STATION RECOVERY (1977)
 GD1734
 GD1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1734'THIS STATION HAS A NAME CHANGE, IT IS DESCRIBED AS
 GD1734'CARUTHERSVILLE RADIO STATION KCRV MAST.
 GD1734'
 GD1734'THE STATION IS THE LIGHT AT TOP CENTER WHICH IS LOCATED 2.5
 GD1734'MILES NORTHWEST OF THE CENTER OF CARUTHERSVILLE ALONG THE
 GD1734'NORTH SIDE OF STATE ROUTE 84.  IT IS A GUYED MAST PAINTED
 GD1734'ALTERNATE RED AND WHITE AND IS ABOUT 202 FEET HIGH.  IT IS
 GD1734'60 FEET NORTH OF THE NORTHWEST CORNER OF RADIO STUDIO AND 300
 GD1734'FEET NORTHEAST OF THE CENTERLINE OF STATE ROUTE 84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1735 ***********************************************************************
 GD1735  DESIGNATION -  CARUTHERSVILLE SE MO COMP TANK
 GD1735  PID         -  GD1735
 GD1735  STATE/COUNTY-  MO/PEMISCOT
 GD1735  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1735
 GD1735                         *CURRENT SURVEY CONTROL
 GD1735  ___________________________________________________________________
 GD1735* NAD 83(1997)-  36 10 39.67457(N)    089 39 21.51103(W)     ADJUSTED  
 GD1735* NAVD 88     -                                                        
 GD1735  ___________________________________________________________________
 GD1735  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 GD1735  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1735
 GD1735  HORZ ORDER  -  THIRD
 GD1735
 GD1735.The horizontal coordinates were established by classical geodetic methods
 GD1735.and adjusted by the National Geodetic Survey in February 2000..
 GD1735
 GD1735
 GD1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1735
 GD1735.The geoid height was determined by GEOID03.
 GD1735
 GD1735;                    North         East     Units Scale Factor Converg.
 GD1735;SPC MO E     -    38,536.790   325,925.078   MT  1.00000434   +0 29 53.7
 GD1735;SPC TN       -   210,773.153   271,192.400   MT  0.99996633   -2 08 25.3
 GD1735;SPC TN       -   691,511.59    889,737.07   sFT  0.99996633   -2 08 25.3
 GD1735;UTM  16      - 4,006,926.293   261,135.250   MT  1.00030307   -1 34 06.7
 GD1735
 GD1735                          SUPERSEDED SURVEY CONTROL
 GD1735
 GD1735  NAD 83(1997)-  36 10 39.67391(N)    089 39 21.51066(W) AD(       ) 4
 GD1735  NAD 83(1997)-  36 10 39.67217(N)    089 39 21.50979(W) AD(       ) 4
 GD1735  NAD 83(1997)-  36 10 39.67764(N)    089 39 21.50925(W) AD(       ) 4
 GD1735  NAD 83(1997)-  36 10 39.67744(N)    089 39 21.50898(W) AD(       ) 4
 GD1735  NAD 83(1986)-  36 10 39.68540(N)    089 39 21.50972(W) AD(       ) 4
 GD1735  NAD 27      -  36 10 39.43900(N)    089 39 21.22500(W) AD(       ) 3
 GD1735
 GD1735.Superseded values are not recommended for survey control.
 GD1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1735.See file dsdata.txt to determine how the superseded data were derived.
 GD1735
 GD1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6113506926(NAD 83)
 GD1735_MARKER: 53 = ELEVATED TANK
 GD1735
 GD1735  HISTORY     - Date     Condition        Report By
 GD1735  HISTORY     - 1953     FIRST OBSERVED   CGS
 GD1735
 GD1735                          STATION DESCRIPTION
 GD1735
 GD1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1735'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF
 GD1735'CARUTHERSVILLE, 150 FEET WEST OF DUDLEY STREET AND 100 FEET
 GD1735'EAST-NORTHEAST OF THE COMPRESS CO. OFFICE.
 GD1735'
 GD1735'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 GD1735'OVERALL HEIGHT IS 110 FEET.  THE POINT OBSERVED UPON WAS THE BALL AT
 GD1735'THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1736 ***********************************************************************
 GD1736  DESIGNATION -  CARUTHERSVILLE STANDPIPE
 GD1736  PID         -  GD1736
 GD1736  STATE/COUNTY-  MO/PEMISCOT
 GD1736  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1736
 GD1736                         *CURRENT SURVEY CONTROL
 GD1736  ___________________________________________________________________
 GD1736* NAD 83(1997)-  36 11 40.03525(N)    089 39 29.66323(W)     ADJUSTED  
 GD1736* NAVD 88     -                                                        
 GD1736  ___________________________________________________________________
 GD1736  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 GD1736  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD1736
 GD1736  HORZ ORDER  -  THIRD
 GD1736
 GD1736.The horizontal coordinates were established by classical geodetic methods
 GD1736.and adjusted by the National Geodetic Survey in February 2000..
 GD1736
 GD1736
 GD1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1736
 GD1736.The geoid height was determined by GEOID03.
 GD1736
 GD1736;                    North         East     Units Scale Factor Converg.
 GD1736;SPC MO E     -    40,395.449   325,705.230   MT  1.00000393   +0 29 49.6
 GD1736;SPC TN       -   212,639.894   271,058.358   MT  0.99996813   -2 08 30.0
 GD1736;SPC TN       -   697,636.05    889,297.30   sFT  0.99996813   -2 08 30.0
 GD1736;UTM  16      - 4,008,792.232   260,982.544   MT  1.00030397   -1 34 13.8
 GD1736
 GD1736                          SUPERSEDED SURVEY CONTROL
 GD1736
 GD1736  NAD 83(1997)-  36 11 40.03538(N)    089 39 29.66318(W) AD(       ) 4
 GD1736  NAD 83(1997)-  36 11 40.03558(N)    089 39 29.66318(W) AD(       ) 4
 GD1736  NAD 83(1997)-  36 11 40.04154(N)    089 39 29.66422(W) AD(       ) 4
 GD1736  NAD 83(1997)-  36 11 40.03866(N)    089 39 29.66273(W) AD(       ) 4
 GD1736  NAD 83(1986)-  36 11 40.04619(N)    089 39 29.66261(W) AD(       ) 4
 GD1736  NAD 27      -  36 11 39.79600(N)    089 39 29.37500(W) AD(       ) 3
 GD1736
 GD1736.Superseded values are not recommended for survey control.
 GD1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1736.See file dsdata.txt to determine how the superseded data were derived.
 GD1736
 GD1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6098308792(NAD 83)
 GD1736_MARKER: 52 = STANDPIPE TANK
 GD1736
 GD1736  HISTORY     - Date     Condition        Report By
 GD1736  HISTORY     - 1929     FIRST OBSERVED   CGS
 GD1736
 GD1736                          STATION DESCRIPTION
 GD1736
 GD1736'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1737 ***********************************************************************
 GD1737  DESIGNATION -  CARUTHERSVILLE WATER TANK
 GD1737  PID         -  GD1737
 GD1737  STATE/COUNTY-  MO/PEMISCOT
 GD1737  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1737
 GD1737                         *CURRENT SURVEY CONTROL
 GD1737  ___________________________________________________________________
 GD1737* NAD 83(1997)-  36 10 53.32877(N)    089 39 13.31225(W)     ADJUSTED  
 GD1737* NAVD 88     -                                                        
 GD1737  ___________________________________________________________________
 GD1737  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 GD1737  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1737
 GD1737  HORZ ORDER  -  THIRD
 GD1737
 GD1737.The horizontal coordinates were established by classical geodetic methods
 GD1737.and adjusted by the National Geodetic Survey in February 2000..
 GD1737
 GD1737
 GD1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1737
 GD1737.The geoid height was determined by GEOID03.
 GD1737
 GD1737;                    North         East     Units Scale Factor Converg.
 GD1737;SPC MO E     -    38,959.421   326,126.282   MT  1.00000471   +0 29 58.7
 GD1737;SPC TN       -   211,186.058   271,412.839   MT  0.99996673   -2 08 20.5
 GD1737;SPC TN       -   692,866.26    890,460.29   sFT  0.99996673   -2 08 20.5
 GD1737;UTM  16      - 4,007,341.517   261,351.630   MT  1.00030179   -1 34 02.4
 GD1737
 GD1737                          SUPERSEDED SURVEY CONTROL
 GD1737
 GD1737  NAD 83(1997)-  36 10 53.32906(N)    089 39 13.31230(W) AD(       ) 4
 GD1737  NAD 83(1997)-  36 10 53.32897(N)    089 39 13.31220(W) AD(       ) 4
 GD1737  NAD 83(1997)-  36 10 53.33405(N)    089 39 13.31158(W) AD(       ) 4
 GD1737  NAD 83(1997)-  36 10 53.33162(N)    089 39 13.31015(W) AD(       ) 4
 GD1737  NAD 83(1986)-  36 10 53.34015(N)    089 39 13.31102(W) AD(       ) 4
 GD1737  NAD 27      -  36 10 53.09200(N)    089 39 13.02500(W) AD(       ) 3
 GD1737
 GD1737.Superseded values are not recommended for survey control.
 GD1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1737.See file dsdata.txt to determine how the superseded data were derived.
 GD1737
 GD1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6135207342(NAD 83)
 GD1737_MARKER: 51 = TANK
 GD1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1737+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 GD1737
 GD1737  HISTORY     - Date     Condition        Report By
 GD1737  HISTORY     - 1929     FIRST OBSERVED   CGS
 GD1737  HISTORY     - 20060705 GOOD             GEOCAC
 GD1737
 GD1737                          STATION DESCRIPTION
 GD1737
 GD1737'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0948 ***********************************************************************
 HE0948  DESIGNATION -  CARY
 HE0948  PID         -  HE0948
 HE0948  STATE/COUNTY-  MO/JASPER
 HE0948  USGS QUAD   -  CARTHAGE (1978)
 HE0948
 HE0948                         *CURRENT SURVEY CONTROL
 HE0948  ___________________________________________________________________
 HE0948* NAD 83(1997)-  37 14 38.21478(N)    094 17 21.45436(W)     ADJUSTED  
 HE0948* NAVD 88     -       307.08   (+/-2cm)    1007.5    (feet)  VERTCON   
 HE0948  ___________________________________________________________________
 HE0948  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 HE0948  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HE0948
 HE0948  HORZ ORDER  -  THIRD
 HE0948  VERT ORDER  -  THIRD ? (See Below)
 HE0948
 HE0948.The horizontal coordinates were established by classical geodetic methods
 HE0948.and adjusted by the National Geodetic Survey in February 2000..
 HE0948
 HE0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0948.The vertical order pertains to the NGVD 29 superseded value.
 HE0948
 HE0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0948
 HE0948.The geoid height was determined by GEOID03.
 HE0948
 HE0948;                    North         East     Units Scale Factor Converg.
 HE0948;SPC MO W     -   119,562.045   868,694.217   MT  0.99994548   +0 07 39.1
 HE0948;UTM  15      - 4,122,713.666   385,648.707   MT  0.99976108   -0 46 49.4
 HE0948
 HE0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0948!SPC MO W     -   0.99995653  x   0.99994548  =   0.99990201
 HE0948!UTM  15      -   0.99995653  x   0.99976108  =   0.99971762
 HE0948
 HE0948|---------------------------------------------------------------------|
 HE0948| PID    Reference Object                     Distance      Geod. Az  |
 HE0948|                                                           dddmmss.s |
 HE0948| CM3780 CARY RM 2                             8.466 METERS 00325     |
 HE0948| CM3778 CARY AZ MK                                         1832344.3 |
 HE0948| CM3779 CARY RM 1                            13.492 METERS 27704     |
 HE0948|---------------------------------------------------------------------|
 HE0948
 HE0948                          SUPERSEDED SURVEY CONTROL
 HE0948
 HE0948  NAD 83(1997)-  37 14 38.21500(N)    094 17 21.45423(W) AD(       ) 3
 HE0948  NAD 83(1997)-  37 14 38.22246(N)    094 17 21.45595(W) AD(       ) 3
 HE0948  NAD 83(1986)-  37 14 38.22852(N)    094 17 21.45241(W) AD(       ) 3
 HE0948  NAD 27      -  37 14 38.02070(N)    094 17 20.64560(W) AD(       ) 3
 HE0948  NGVD 29 (07/19/86)  306.97   (m)         1007.1    (f) LEVELING    3  
 HE0948
 HE0948.Superseded values are not recommended for survey control.
 HE0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0948.See file dsdata.txt to determine how the superseded data were derived.
 HE0948
 HE0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8564922714(NAD 83)
 HE0948_MARKER: DS = TRIANGULATION STATION DISK
 HE0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0948
 HE0948  HISTORY     - Date     Condition        Report By
 HE0948  HISTORY     - 1960     MONUMENTED       CGS
 HE0948  HISTORY     - 1961     GOOD             MOHC
 HE0948
 HE0948                          STATION DESCRIPTION
 HE0948
 HE0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0948'THE STATION IS APPROXIMATELY 4-1/2 MILES NORTH OF CARTHAGE,
 HE0948'6-1/4 MILES SOUTH OF JASPER, IN THE SOUTHWEST QUARTER OF SECTION
 HE0948'11, T 29 N, R 31 W, AND ON THE EAST ROAD RIGHT-OF-WAY.
 HE0948'
 HE0948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 HE0948'STATE HIGHWAY H AND K IN JASPER, GO SOUTH ON HIGHWAY 71 FOR
 HE0948'5.05 MILES TO A BRIDGE OVER DRY FORK CREEK.  CONTINUE SOUTH
 HE0948'FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT, EAST, ON A GRAVEL
 HE0948'ROAD FOR 0.9 MILE TO A CROSSROAD.  TURN RIGHT, SOUTH, FOR
 HE0948'0.8 MILE TO THE STATION ON THE LEFT.  CONTINUE SOUTH FOR
 HE0948'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HE0948'
 HE0948'STATION MARKS ARE STANDARD DISKS STAMPED CARY 1960.  THE
 HE0948'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HE0948'THE SURFACE OF THE GROUND.  IT IS 23 FEET EAST OF THE CENTER
 HE0948'OF A GRAVEL ROAD, 5.5 FEET SOUTH OF A TELEPHONE POLE, 4.5
 HE0948'FEET NORTH OF A METAL WITNESS POST AND 2 FEET WEST OF A
 HE0948'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HE0948'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 HE0948'
 HE0948'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CARY NO
 HE0948'1 1960, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HE0948'WITH THE SURFACE OF THE GROUND.  IT IS 21 FEET WEST OF
 HE0948'THE CENTER OF THE GRAVEL ROAD, 18 FEET SOUTH OF A TELEPHONE
 HE0948'POLE AND 1 FOOT EAST OF A FENCE.
 HE0948'
 HE0948'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CARY NO 2 1960,
 HE0948'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HE0948'SURFACE OF THE GROUND.  IT IS 22.5 FEET NORTH OF THE TELEPHONE
 HE0948'POLE, 22 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT
 HE0948'WEST OF THE FENCE.
 HE0948'
 HE0948'AZIMUTH MARK, A STANDARD DISK STAMPED CARY 1960, IS SET
 HE0948'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 23 FEET
 HE0948'WEST OF THE CENTER OF THE GRAVEL ROAD, 2 FEET NORTHWEST
 HE0948'OF A METAL WITNESS POST AND 1.5 FEET NORTH OF A POWER POLE.
 HE0948'
 HE0948'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HE0948
 HE0948                          STATION RECOVERY (1961)
 HE0948
 HE0948'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 HE0948'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0981 ***********************************************************************
 HC0981  DESIGNATION -  CASCADE
 HC0981  PID         -  HC0981
 HC0981  STATE/COUNTY-  MO/WAYNE
 HC0981  USGS QUAD   -  CASCADE (1980)
 HC0981
 HC0981                         *CURRENT SURVEY CONTROL
 HC0981  ___________________________________________________________________
 HC0981* NAD 83(1997)-  37 17 21.05272(N)    090 19 25.31368(W)     ADJUSTED  
 HC0981* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 HC0981  ___________________________________________________________________
 HC0981  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 HC0981  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HC0981
 HC0981  HORZ ORDER  -  SECOND
 HC0981
 HC0981.The horizontal coordinates were established by classical geodetic methods
 HC0981.and adjusted by the National Geodetic Survey in February 2000..
 HC0981
 HC0981.The orthometric height was scaled from a topographic map.
 HC0981
 HC0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0981
 HC0981.The geoid height was determined by GEOID03.
 HC0981
 HC0981;                    North         East     Units Scale Factor Converg.
 HC0981;SPC MO E     -   161,558.459   265,632.249   MT  0.99993634   +0 06 24.5
 HC0981;UTM  15      - 4,130,311.257   737,245.125   MT  1.00029339   +1 37 19.8
 HC0981
 HC0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0981!SPC MO E     -   0.99996454  x   0.99993634  =   0.99990088
 HC0981!UTM  15      -   0.99996454  x   1.00029339  =   1.00025792
 HC0981
 HC0981:                Primary Azimuth Mark                     Grid Az
 HC0981:SPC MO E     -  GIPSY                                    151 05 41.7
 HC0981:UTM  15      -  GIPSY                                    149 34 46.4
 HC0981
 HC0981|---------------------------------------------------------------------|
 HC0981| PID    Reference Object                     Distance      Geod. Az  |
 HC0981|                                                           dddmmss.s |
 HC0981| HC0958 GIPSY                               APPROX.23.0 KM 1511206.2 |
 HC0981| CI4075 CASCADE RM 1                         93.147 METERS 17409     |
 HC0981| HC0980 CASCADE LOOKOUT TOWER                27.200 METERS 23656     |
 HC0981| CI4076 CASCADE RM 2                         28.581 METERS 24731     |
 HC0981| HC0976 BUFORD MTN RADIO KAR 42 E MAST      APPROX.22.2 KM 3543858.3 |
 HC0981|---------------------------------------------------------------------|
 HC0981
 HC0981                          SUPERSEDED SURVEY CONTROL
 HC0981
 HC0981  NAD 83(1997)-  37 17 21.05873(N)    090 19 25.31415(W) AD(       ) 2
 HC0981  NAD 83(1986)-  37 17 21.06508(N)    090 19 25.31274(W) AD(       ) 2
 HC0981  NAD 27      -  37 17 20.88120(N)    090 19 24.90220(W) AD(       ) 2
 HC0981
 HC0981.Superseded values are not recommended for survey control.
 HC0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0981.See file dsdata.txt to determine how the superseded data were derived.
 HC0981
 HC0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3724530311(NAD 83)
 HC0981_MARKER: DS = TRIANGULATION STATION DISK
 HC0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0981+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 HC0981
 HC0981  HISTORY     - Date     Condition        Report By
 HC0981  HISTORY     - 1963     MONUMENTED       CGS
 HC0981  HISTORY     - 20020904 GOOD             USACE
 HC0981
 HC0981                          STATION DESCRIPTION
 HC0981
 HC0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0981'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTHEAST OF GREENVILLE
 HC0981'NEAR THE SITE OF THE CASCADE LOOKOUT TOWER, IN THE NORTHWEST
 HC0981'1/4 OF SECTION 7, T 30 N, R 7 E AND ON STATE PROPERTY.  IT IS
 HC0981'5 FEET SOUTH OF A WITNESS POST, 18 FEET SOUTHWEST OF A 12 INCH
 HC0981'PINE TREE WITH A TRIANGULAR BLAZE ON ITS SOUTH SIDE, 24 FEET
 HC0981'WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 73 FEET NORTHEAST
 HC0981'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  THE MONUMENT
 HC0981'PROJECTS 6 INCHES AND THE DISK IS STAMPED CASCADE 1963.
 HC0981'
 HC0981'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY
 HC0981'34 ABOUT 1 MILE NORTH OF SILVA, GO EAST ON STATE HIGHWAY 34
 HC0981'FOR 7.6 MILES TO THE JUNCTION WITH COUNTY ROAD C.  CONTINUE EAST
 HC0981'ON HIGHWAY 34 FOR 1.15 MILES TO THE JUNCTION WITH COUNTY ROAD M.
 HC0981'TURN LEFT AND GO NORTH-NORTHEAST ON COUNTY ROAD M FOR 2.7 MILES
 HC0981'TO A SIDE ROAD LEFT AND A SIGN CASCADE LOOKOUT TOWER 2 MILES.
 HC0981'TURN LEFT AND GO NORTH-NORTHWEST ON A GRAVELED ROAD FOR 2.6
 HC0981'MILES TO A ROAD FORK.  TAKE RIGHT FORK AND GO NORTH FOR 0.05
 HC0981'MILE TO THE STATION ON THE LEFT.
 HC0981'
 HC0981'REFERENCE MARK 1 IS 10 FEET EAST OF A TWIN TRUNK PINE TREE,
 HC0981'19 FEET NORTH OF A 10 INCH PINE TREE, 19 FEET WEST OF THE
 HC0981'CENTERLINE OF A GRAVELED ROAD AND 111 FEET SOUTH OF A ROAD
 HC0981'FORK.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HC0981'CASCADE NO 1 1963.
 HC0981'
 HC0981'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK CEMENTED IN
 HC0981'A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE NORTHWEST LEG
 HC0981'OF THE LOOKOUT TOWER PROJECTING 15 INCHES.  THE DISK IS STAMPED
 HC0981'CASCADE NO 2 1963.
 HC0981'
 HC0981'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 HC0981'
 HC0981'NO MEASUREMENT BETWEEN R.MS TOWER LEG ON LINE.
 HC0981'
 HC0981'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HC0981
 HC0981                          STATION RECOVERY (2002)
 HC0981
 HC0981'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0980 ***********************************************************************
 HC0980  DESIGNATION -  CASCADE LOOKOUT TOWER
 HC0980  PID         -  HC0980
 HC0980  STATE/COUNTY-  MO/WAYNE
 HC0980  USGS QUAD   -  CASCADE (1980)
 HC0980
 HC0980                         *CURRENT SURVEY CONTROL
 HC0980  ___________________________________________________________________
 HC0980* NAD 83(1997)-  37 17 20.57141(N)    090 19 26.23918(W)     ADJUSTED  
 HC0980* NAVD 88     -                                                        
 HC0980  ___________________________________________________________________
 HC0980  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 HC0980  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HC0980
 HC0980  HORZ ORDER  -  THIRD
 HC0980
 HC0980.The horizontal coordinates were established by classical geodetic methods
 HC0980.and adjusted by the National Geodetic Survey in February 2000..
 HC0980
 HC0980
 HC0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0980
 HC0980.The geoid height was determined by GEOID03.
 HC0980
 HC0980;                    North         East     Units Scale Factor Converg.
 HC0980;SPC MO E     -   161,543.579   265,609.481   MT  0.99993633   +0 06 24.0
 HC0980;UTM  15      - 4,130,295.775   737,222.751   MT  1.00029326   +1 37 19.2
 HC0980
 HC0980                          SUPERSEDED SURVEY CONTROL
 HC0980
 HC0980  NAD 83(1997)-  37 17 20.57743(N)    090 19 26.23965(W) AD(       ) 4
 HC0980  NAD 83(1986)-  37 17 20.58377(N)    090 19 26.23823(W) AD(       ) 4
 HC0980  NAD 27      -  37 17 20.40000(N)    090 19 25.82800(W) AD(       ) 3
 HC0980
 HC0980.Superseded values are not recommended for survey control.
 HC0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0980.See file dsdata.txt to determine how the superseded data were derived.
 HC0980
 HC0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3722330296(NAD 83)
 HC0980_MARKER: 57 = LOOKOUT TOWER
 HC0980
 HC0980  HISTORY     - Date     Condition        Report By
 HC0980  HISTORY     - 1963     FIRST OBSERVED   CGS
 HC0980
 HC0980                          STATION DESCRIPTION
 HC0980
 HC0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0980'THE STATION IS THE CENTER OF THE BASE OF THE TOWER, LOCATED
 HC0980'ABOUT 13-1/2 MILES NORTHEAST OF GREENVILLE, IN THE NORTHWEST
 HC0980'1/4 OF SECTION 7, T 30 N, R 7 E., AND ON STATE PROPERTY.
 HC0980'IT IS A STEEL STRUCTURE WITH AN OBSERVATION CABIN AT THE TOP.
 HC0980'THE OVERALL HEIGHT IS ABOUT 110 FEET.
 HC0980'
 HC0980'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY
 HC0980'34 ABOUT 1 MILE NORTH OF SILVA, GO EAST ON HIGHWAY 34 FOR
 HC0980'7.6 MILES TO THE JUNCTION WITH COUNTY ROAD C.  CONTINUE EAST ON
 HC0980'HIGHWAY 34 FOR 1.15 MILES TO THE JUNCTION WITH COUNTY ROAD M.
 HC0980'TURN LEFT AND GO NORTH-NORTHEAST ON COUNTY ROAD M FOR 2.7 MILES
 HC0980'TO A SIDE ROAD LEFT AND A SIGN CASCADE LOOKOUT TOWER 2 MILES.
 HC0980'TURN LEFT AND GO NORTH-NORTHWEST ON A GRAVELED ROAD FOR 2.6
 HC0980'MILES TO THE TOWER.
 HC0980'
 HC0980'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HC0980'CASCADE THE DISTANCE BEING 89.3 FEET AND 27.21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0946 ***********************************************************************
 GF0946  FBN         -  This is a Federal Base Network Control Station.
 GF0946  PACS        -  This is a Primary Airport Control Station.
 GF0946  DESIGNATION -  CASSPORT
 GF0946  PID         -  GF0946
 GF0946  STATE/COUNTY-  MO/BARRY
 GF0946  USGS QUAD   -  EXETER (1974)
 GF0946
 GF0946                         *CURRENT SURVEY CONTROL
 GF0946  ___________________________________________________________________
 GF0946* NAD 83(1997)-  36 41 47.81699(N)    093 54 00.00350(W)     ADJUSTED  
 GF0946* NAVD 88     -       451.006  (meters)    1479.68   (feet)  ADJUSTED  
 GF0946  ___________________________________________________________________
 GF0946  X           -    -348,273.912 (meters)                     COMP
 GF0946  Y           -  -5,108,664.776 (meters)                     COMP
 GF0946  Z           -   3,790,703.642 (meters)                     COMP
 GF0946  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 GF0946  ELLIP HEIGHT-         422.47  (meters)          (02/11/04) GPS OBS
 GF0946  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GF0946  DYNAMIC HT  -         450.618 (meters)    1478.40  (feet)  COMP
 GF0946  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 GF0946
 GF0946  HORZ ORDER  -  B
 GF0946  VERT ORDER  -  FIRST     CLASS II
 GF0946  ELLP ORDER  -  FOURTH    CLASS I
 GF0946
 GF0946.This mark is at Cassville Municipal Airport (94K)
 GF0946
 GF0946.The horizontal coordinates were established by GPS observations
 GF0946.and adjusted by the National Geodetic Survey in September 1997..
 GF0946
 GF0946.The orthometric height was determined by differential leveling
 GF0946.and adjusted by the National Geodetic Survey in June 1991..
 GF0946
 GF0946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0946
 GF0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0946
 GF0946.The ellipsoidal height was determined by GPS observations
 GF0946.and is referenced to NAD 83.
 GF0946
 GF0946.The geoid height was determined by GEOID03.
 GF0946
 GF0946.The dynamic height is computed by dividing the NAVD 88
 GF0946.geopotential number by the normal gravity value computed on the
 GF0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0946.degrees latitude (g = 980.6199 gals.).
 GF0946
 GF0946.The modeled gravity was interpolated from observed gravity values.
 GF0946
 GF0946;                    North         East     Units Scale Factor Converg.
 GF0946;SPC MO W     -    58,971.184   903,615.481   MT  0.99997658   +0 21 30.8
 GF0946;UTM  15      - 4,061,595.188   419,603.472   MT  0.99967963   -0 32 16.3
 GF0946
 GF0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0946!SPC MO W     -   0.99993370  x   0.99997658  =   0.99991028
 GF0946!UTM  15      -   0.99993370  x   0.99967963  =   0.99961335
 GF0946
 GF0946:                Primary Azimuth Mark                     Grid Az
 GF0946:SPC MO W     -  CASSPORT AZ MK                           082 06 02.2
 GF0946:UTM  15      -  CASSPORT AZ MK                           082 59 49.3
 GF0946
 GF0946|---------------------------------------------------------------------|
 GF0946| PID    Reference Object                     Distance      Geod. Az  |
 GF0946|                                                           dddmmss.s |
 GF0946| GF0947 CASSPORT AZ MK                      APPROX. 0.5 KM 0822733.0 |
 GF0946|---------------------------------------------------------------------|
 GF0946
 GF0946                          SUPERSEDED SURVEY CONTROL
 GF0946
 GF0946  ELLIP H (09/19/97)  422.49   (m)                       GP(       ) 4 1
 GF0946  NAD 83(1997)-  36 41 47.83194(N)    093 54 00.00848(W) AD(       ) 3
 GF0946  NAD 83(1986)-  36 41 47.83421(N)    093 54 00.00879(W) AD(       ) 3
 GF0946  NAVD 88 (09/19/97)  451.01   (m)         1479.7    (f) LEVELING    3  
 GF0946  NGVD 29 (10/05/93)  450.843  (m)         1479.14   (f) ADJUSTED    1 2
 GF0946
 GF0946.Superseded values are not recommended for survey control.
 GF0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0946.See file dsdata.txt to determine how the superseded data were derived.
 GF0946
 GF0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1960361595(NAD 83)
 GF0946_MARKER: I = METAL ROD
 GF0946_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GF0946+WITH SETTING: INFORMATION.
 GF0946_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GF0946_STAMPING: CASSPORT 1989
 GF0946_MARK LOGO: NGS   
 GF0946_PROJECTION: FLUSH
 GF0946_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0946+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 GF0946_ROD/PIPE-DEPTH: 2.40 meters
 GF0946_SLEEVE-DEPTH  : 0.91 meters
 GF0946
 GF0946  HISTORY     - Date     Condition        Report By
 GF0946  HISTORY     - 1989     MONUMENTED       NGS
 GF0946  HISTORY     - 19900111 GOOD             NGS
 GF0946  HISTORY     - 19970317 GOOD             NGS
 GF0946  HISTORY     - 20021218 GOOD             GEOCAC
 GF0946  HISTORY     - 20030709 GOOD             MODNR
 GF0946  HISTORY     - 20030724 GOOD             MODNR
 GF0946
 GF0946                          STATION DESCRIPTION
 GF0946
 GF0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0946'THE STATION IS LOCATED ABOUT 46.8 KM (29.10 MI) EAST-SOUTHEAST OF
 GF0946'NEOSHO, ABOUT 3.2 KM (2.00 MI) NORTHWEST OF CASSVILLE, ON THE NORTH
 GF0946'SIDE OF A BARBED WIRE FENCE ON THE SOUTH SIDE OF THE RUNWAY, AT THE
 GF0946'CASSVILLE MEMORIAL AIRPORT.  OWNERSHIP-CITY OF CASSVILLE 3RD AND MAIN
 GF0946'ST. CASSVILLE, MO. 65625.  AIRPORT MANAGER IS PAUL WEDIN PHONE,
 GF0946'417-847-5739 OR 847-5740.
 GF0946'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 76 AND STATE
 GF0946'HIGHWAY 37 NEAR THE SOUTHWEST CORNER OF CASSVILLE, GO NORTH ON STATE
 GF0946'HIGHWAY 37 FOR 3.4 KM (2.10 MI) TO AIRPORT ROAD ON THE LEFT, (AT A
 GF0946'LARGE FLAGPOLE), TURN LEFT, WEST ON AIRPORT ROAD FOR 0.24 KM
 GF0946'(0.15 MI) TO THE AIRPORT ENTRANCE ROAD AND GATE ON THE LEFT, TURN
 GF0946'LEFT, SOUTH ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO THE APPRON,
 GF0946'CONTINUE ONTO THE ENTRANCE RAMP TO THE JUNCTION OF RUNWAY 26, CONTINUE
 GF0946'SOUTH ACROSS THE RUNWAY ONTO THE GRASS TO A FENCE LINE, TURN RIGHT,
 GF0946'WEST ALONG THE FENCE LINE FOR 0.6 KM (0.35 MI) TO THE STATION ON THE
 GF0946'LEFT, ON THE NORTH SIDE OF THE FENCE.
 GF0946'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GF0946'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP,
 GF0946'LOCATED, 87.2 M (286.1 FT) SOUTH OF THE CENTER OF RUNWAY, 0.85 M
 GF0946'(2.8 FT) NORTH OF THE JUNCTION POST OF THE BARBED WIRE FENCE RUNNING
 GF0946'NORTH AND SOUT AND EAST AND WEST,  0.85 M (2.8 FT) NORTH OF A
 GF0946'FIBERGLASS WITNESS POST.
 GF0946'DESCRIBED BY M.L.M.
 GF0946
 GF0946                          STATION RECOVERY (1990)
 GF0946
 GF0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GF0946'THE STATION IS LOCATED ABOUT 46.8 KM (29.10 MI) EAST-SOUTHEAST OF
 GF0946'NEOSHO, ABOUT 3.2 KM (2.00 MI) NORTHWEST OF CASSVILLE, ON THE NORTH
 GF0946'SIDE OF A BARBED WIRE FENCE ON THE SOUTH SIDE OF THE RUNWAY, AT THE
 GF0946'CASSVILLE MEMORIAL AIRPORT.  OWNERSHIP-CITY OF CASSVILLE 3RD AND MAIN
 GF0946'ST. CASSVILLE, MO. 65625.  AIRPORT MANAGER IS PAUL WEDIN PHONE,
 GF0946'417-847-5739 OR 847-5740.
 GF0946'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 76 AND STATE
 GF0946'HIGHWAY 37 NEAR THE SOUTHWEST CORNER OF CASSVILLE, GO NORTH ON STATE
 GF0946'HIGHWAY 37 FOR 3.4 KM (2.10 MI) TO AIRPORT ROAD ON THE LEFT, (AT A
 GF0946'LARGE FLAGPOLE), TURN LEFT, WEST ON AIRPORT ROAD FOR 0.24 KM
 GF0946'(0.15 MI) TO THE AIRPORT ENTRANCE ROAD AND GATE ON THE LEFT, TURN
 GF0946'LEFT, SOUTH ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO THE APPRON,
 GF0946'CONTINUE ONTO THE ENTRANCE RAMP TO THE JUNCTION OF RUNWAY 26, CONTINUE
 GF0946'SOUTH ACROSS THE RUNWAY ONTO THE GRASS TO A FENCE LINE, TURN RIGHT,
 GF0946'WEST ALONG THE FENCE LINE FOR 0.6 KM (0.35 MI) TO THE STATION ON THE
 GF0946'LEFT, ON THE NORTH SIDE OF THE FENCE.
 GF0946'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GF0946'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP,
 GF0946'LOCATED, 87.2 M (286.1 FT) SOUTH OF THE CENTER OF RUNWAY, 0.85 M
 GF0946'(2.8 FT) NORTH OF THE JUNCTION POST OF THE BARBED WIRE FENCE RUNNING
 GF0946'NORTH AND SOUT AND EAST AND WEST,  0.85 M (2.8 FT) NORTH OF A
 GF0946'FIBERGLASS WITNESS POST.
 GF0946'DESCRIBED BY M.L.M.
 GF0946
 GF0946                          STATION RECOVERY (1997)
 GF0946
 GF0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GF0946'THE STATION IS LOCATED ABOUT 46.8 KM (29.10 MI) EAST-SOUTHEAST OF
 GF0946'NEOSHO, 3.2 KM (2.00 MI) NORTHWEST OF CASSVILLE, AT THE CASSVILLE
 GF0946'MUNICIPAL AIRPORT, ALONG THE SOUTH SIDE OF THE RUNWAY, IN THE GRASS ON
 GF0946'THE NORTH SIDE OF THE SOUTH PERIMETER FENCE, AT A FENCE T-JUNCTION.
 GF0946'OWNERSHIP--CITY OF CASSVILLE, 3RD AND MAIN STREET, CASSVILLE MO 65625.
 GF0946'CITY MANAGER IS GREG BEAVERS, PHONE 417-847-4441.  TO REACH THE
 GF0946'STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 76 NEAR THE
 GF0946'SOUTHWEST CORNER OF CASSVILLE, GO NORTH FOR 3.4 KM (2.10 MI) ALONG
 GF0946'HIGHWAY 37 TO THE AIRPORT ROAD ON LEFT, AT A LARGE FLAGPOLE.  TURN
 GF0946'LEFT, WEST FOR 0.24 KM (0.15 MI) ALONG AIRPORT ROAD TO THE AIRPORT
 GF0946'ENTRANCE ROAD AND GATE ON LEFT.  TURN LEFT, SOUTH FOR 0.25 KM (0.15
 GF0946'MI) ALONG THE ENTRANCE ROAD TO THE APRON.  CONTINUE SOUTHERLY FOR 0.25
 GF0946'KM (0.15 MI) ACROSS APRON AND ALONG THE TAXIWAY TO RUNWAY END 26.
 GF0946'CONTINUE SOUTH FOR 0.15 KM (0.10 MI) ACROSS THE RUNWAY AND ON THE
 GF0946'GRASS TO THE SOUTH PERIMETER FENCE.  TURN RIGHT, WEST FOR 0.6 KM (0.35
 GF0946'MI) ALONG THE FENCE TO THE STATION ON LEFT, ON THE NORTH SIDE OF
 GF0946'FENCE.  STATION IS 87.2 M (286.1 FT) SOUTH OF THE RUNWAY CENTER, 0.85
 GF0946'M (2.79 FT) NORTH OF THE JUNCTION POST OF FENCE LINE AND WITNESS POST,
 GF0946'ABOUT LEVEL WITH THE RUNWAY AND FLUSH WITH GROUND.  NOTE--THIS STATION
 GF0946'WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL
 GF0946'STATION.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS
 GF0946'A ROD MARK.
 GF0946
 GF0946                          STATION RECOVERY (2002)
 GF0946
 GF0946'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0946'RECOVERED IN GOOD CONDITION.
 GF0946
 GF0946                          STATION RECOVERY (2003)
 GF0946
 GF0946'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 GF0946'THE RUNWAY IS NOW RUNWAY 27
 GF0946
 GF0946                          STATION RECOVERY (2003)
 GF0946
 GF0946'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDM)
 GF0946'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0947 ***********************************************************************
 GF0947  SACS        -  This is a Secondary Airport Control Station.
 GF0947  DESIGNATION -  CASSPORT AZ MK
 GF0947  PID         -  GF0947
 GF0947  STATE/COUNTY-  MO/BARRY
 GF0947  USGS QUAD   -  EXETER (1974)
 GF0947
 GF0947                         *CURRENT SURVEY CONTROL
 GF0947  ___________________________________________________________________
 GF0947* NAD 83(1997)-  36 41 49.97443(N)    093 53 39.76051(W)     ADJUSTED  
 GF0947* NAVD 88     -       447.788  (meters)    1469.12   (feet)  ADJUSTED  
 GF0947  ___________________________________________________________________
 GF0947  X           -    -347,769.668 (meters)                     COMP
 GF0947  Y           -  -5,108,656.718 (meters)                     COMP
 GF0947  Z           -   3,790,755.057 (meters)                     COMP
 GF0947  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GF0947  ELLIP HEIGHT-         419.27  (meters)          (02/17/00) GPS OBS
 GF0947  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GF0947  DYNAMIC HT  -         447.403 (meters)    1467.85  (feet)  COMP
 GF0947  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 GF0947
 GF0947  HORZ ORDER  -  THIRD
 GF0947  VERT ORDER  -  FIRST     CLASS II
 GF0947  ELLP ORDER  -  FOURTH    CLASS I
 GF0947
 GF0947.This mark is at Cassville Municipal Airport (94K)
 GF0947
 GF0947.The horizontal coordinates were established by GPS observations
 GF0947.and adjusted by the National Geodetic Survey in February 2000..
 GF0947.No horizontal observational check was made to the station.
 GF0947
 GF0947.The orthometric height was determined by differential leveling
 GF0947.and adjusted by the National Geodetic Survey in June 1991..
 GF0947
 GF0947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0947
 GF0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0947
 GF0947.The ellipsoidal height was determined by GPS observations
 GF0947.and is referenced to NAD 83.
 GF0947
 GF0947.The geoid height was determined by GEOID03.
 GF0947
 GF0947.The dynamic height is computed by dividing the NAVD 88
 GF0947.geopotential number by the normal gravity value computed on the
 GF0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0947.degrees latitude (g = 980.6199 gals.).
 GF0947
 GF0947.The modeled gravity was interpolated from observed gravity values.
 GF0947
 GF0947;                    North         East     Units Scale Factor Converg.
 GF0947;SPC MO W     -    59,040.845   904,117.538   MT  0.99997724   +0 21 42.9
 GF0947;UTM  15      - 4,061,656.967   420,106.408   MT  0.99967864   -0 32 04.2
 GF0947
 GF0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0947!SPC MO W     -   0.99993421  x   0.99997724  =   0.99991145
 GF0947!UTM  15      -   0.99993421  x   0.99967864  =   0.99961287
 GF0947
 GF0947:                Primary Azimuth Mark                     Grid Az
 GF0947:SPC MO W     -  CASSPORT                                 262 06 02.2
 GF0947:UTM  15      -  CASSPORT                                 262 59 49.3
 GF0947
 GF0947|---------------------------------------------------------------------|
 GF0947| PID    Reference Object                     Distance      Geod. Az  |
 GF0947|                                                           dddmmss.s |
 GF0947| GF0946 CASSPORT                            APPROX. 0.5 KM 2622745.1 |
 GF0947|---------------------------------------------------------------------|
 GF0947
 GF0947                          SUPERSEDED SURVEY CONTROL
 GF0947
 GF0947  NAD 83(1997)-  36 41 49.97443(N)    093 53 39.76051(W) AD(       ) 3
 GF0947  NAD 83(1997)-  36 41 49.97443(N)    093 53 39.76051(W) AD(       ) 3
 GF0947  NAD 83(1997)-  36 41 49.98938(N)    093 53 39.76548(W) AD(       ) 3
 GF0947  NAD 83(1986)-  36 41 49.99165(N)    093 53 39.76579(W) AD(       ) 3
 GF0947  NGVD 29 (10/05/93)  447.625  (m)         1468.58   (f) ADJUSTED    1 2
 GF0947
 GF0947.Superseded values are not recommended for survey control.
 GF0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0947.See file dsdata.txt to determine how the superseded data were derived.
 GF0947
 GF0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2010661657(NAD 83)
 GF0947_MARKER: I = METAL ROD
 GF0947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GF0947_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GF0947_STAMPING: CASSPORT AZ MK 1989
 GF0947_MARK LOGO: NGS   
 GF0947_PROJECTION: RECESSED 10 CENTIMETERS
 GF0947_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0947+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002
 GF0947_ROD/PIPE-DEPTH: 3.9  meters
 GF0947_SLEEVE-DEPTH  : 0.91 meters
 GF0947
 GF0947  HISTORY     - Date     Condition        Report By
 GF0947  HISTORY     - 1989     MONUMENTED       NGS
 GF0947  HISTORY     - 19900111 GOOD             NGS
 GF0947  HISTORY     - 19961108 GOOD             NGS
 GF0947  HISTORY     - 20021218 GOOD             GEOCAC
 GF0947
 GF0947                          STATION DESCRIPTION
 GF0947
 GF0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0947'THE STATION IS LOCATED ABOUT 46.8 KM (29.10 MI) EAST-SOUTHEAST OF
 GF0947'NEOSHO, ABOUT 3.2 KM (2.00 MI) NORTHWEST OF CASSVILLE, NEAR THE
 GF0947'SOUTEAST CORNER OF RUNWAY 26, AT THE CASSVILLE MEMORIAL AIRPORT.
 GF0947'OWNERSHIP-CITY OF CASSVILLE, 3RD AND MAIN ST. CASSVILLE, MO. 65625.
 GF0947'AIRPORT MANAGER IS PAUL WEDIN PHONE, 417-847-5739 OR 847-5740.
 GF0947'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 76 AND STATE
 GF0947'HIGHWAY 37 NEAR THE SOUTHWEST CORNER OF CASSVILLE, GO NORTH ON STATE
 GF0947'HIGHWAY 37 FOR 3.4 KM (2.10 MI) TO AIRPORT ROAD ON THE LEFT, (AT A
 GF0947'LARGE FLAGPOLE), TURN LEFT, WEST ON AIRPORT ROAD FOR 0.24 KM
 GF0947'(0.15 MI) TO THE AIRPORT ENTRANCE ROAD AND GATE ON THE LEFT, TURN
 GF0947'LEFT, SOUTH ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO THE APPRON,
 GF0947'CONTINUE ONTO THE ENTRANCE RAMP TO THE JUNCTION OF RUNWAY 26, CONTINUE
 GF0947'SOUTH ACROSS THE RUNWAY ONTO THE GRASS AND THE STATION ON THE LEFT,
 GF0947'NEAR THE SOUTHEAST CORNER OF RUNWAY 26.
 GF0947'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GF0947'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP,
 GF0947'LOCATED, 24.7 M (81.0 FT) SOUTH OF THE CENTER OF RUNWAY 26, 15.1 M
 GF0947'(49.5 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF RUNWAY 26, 12.3 M
 GF0947'(40.4 FT) SOUTHWEST OF THE SOUTH ONE OF THREE RUNWAY END LIGHTS AND
 GF0947'0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 GF0947'DESCRIBED BY M.L.M.
 GF0947
 GF0947                          STATION RECOVERY (1990)
 GF0947
 GF0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GF0947'THE STATION IS LOCATED ABOUT 46.8 KM (29.10 MI) EAST-SOUTHEAST OF
 GF0947'NEOSHO, ABOUT 3.2 KM (2.00 MI) NORTHWEST OF CASSVILLE, NEAR THE
 GF0947'SOUTEAST CORNER OF RUNWAY 26, AT THE CASSVILLE MEMORIAL AIRPORT.
 GF0947'OWNERSHIP-CITY OF CASSVILLE, 3RD AND MAIN ST. CASSVILLE, MO. 65625.
 GF0947'AIRPORT MANAGER IS PAUL WEDIN PHONE, 417-847-5739 OR 847-5740.
 GF0947'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 76 AND STATE
 GF0947'HIGHWAY 37 NEAR THE SOUTHWEST CORNER OF CASSVILLE, GO NORTH ON STATE
 GF0947'HIGHWAY 37 FOR 3.4 KM (2.10 MI) TO AIRPORT ROAD ON THE LEFT, (AT A
 GF0947'LARGE FLAGPOLE), TURN LEFT, WEST ON AIRPORT ROAD FOR 0.24 KM
 GF0947'(0.15 MI) TO THE AIRPORT ENTRANCE ROAD AND GATE ON THE LEFT, TURN
 GF0947'LEFT, SOUTH ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO THE APPRON,
 GF0947'CONTINUE ONTO THE ENTRANCE RAMP TO THE JUNCTION OF RUNWAY 26, CONTINUE
 GF0947'SOUTH ACROSS THE RUNWAY ONTO THE GRASS AND THE STATION ON THE LEFT,
 GF0947'NEAR THE SOUTHEAST CORNER OF RUNWAY 26.
 GF0947'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GF0947'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP,
 GF0947'LOCATED, 24.7 M (81.0 FT) SOUTH OF THE CENTER OF RUNWAY 26, 15.1 M
 GF0947'(49.5 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF RUNWAY 26, 12.3 M
 GF0947'(40.4 FT) SOUTHWEST OF THE SOUTH ONE OF THREE RUNWAY END LIGHTS AND
 GF0947'0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 GF0947'DESCRIBED BY M.L.M.
 GF0947
 GF0947                          STATION RECOVERY (1996)
 GF0947
 GF0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 GF0947'THE STATION IS LOCATED ABOUT 46.8 KM (29.10 MI) EAST-SOUTHEAST OF
 GF0947'NEOSHO, MO., ABOUT 3.2 KM (2.00 MI) NORTHWEST OF CASSVILLE, MO., AT
 GF0947'THE CASSVILLE MUNICIPAL AIRPORT (94K) , IN THE GRASS, NEAR AND SOUTH
 GF0947'OF THE SOUTHEAST CORNER OF RUNWAY END 26.  OWNERSHIP--CITY OF
 GF0947'CASSVILLE, 3RD AND MAIN STREET, CASSVILLE, MO.  65625.  AIRPORT
 GF0947'MANAGER PAUL WEDIN, PHONE 417-847-5739 OR 847-5740.  NOTE--THIS
 GF0947'STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) .  TO REACH THE
 GF0947'STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 76 NEAR THE
 GF0947'SOUTHWEST CORNER OF CASSVILLE, GO NORTH, 3.4 KM (2.10 MI) ALONG
 GF0947'HIGHWAY 37 TO AIRPORT ROAD ON THE LEFT, AT A LARGE FLAGPOLE.  TURN
 GF0947'LEFT, WEST, 0.24 KM (0.15 MI) ALONG AIRPORT ROAD TO THE AIRPORT
 GF0947'ENTRANCE ROAD AND GATE ON THE LEFT.  TURN LEFT, SOUTH, 0.25 KM (0.15
 GF0947'MI) ALONG THE ENTRANCE ROAD TO THE APRON.  CONTINUE SOUTHERLY, 0.25 KM
 GF0947'(0.15 MI) ACROSS APRON AND ALONG THE TAXI TO RUNWAY END 26, AND THE
 GF0947'STATION JUST SOUTH OF THE SOUTHEAST CORNER.  STATION IS 29.5 M (96.8
 GF0947'FT) NORTH-NORTHWEST OF AN ORANGE AND WHITE PVC DRAIN PIPE END MARKER
 GF0947'(MARKED U) , 24.3 M (79.7 FT) SOUTH OF THE RUNWAY CENTER, 15.1 M (49.5
 GF0947'FT) SOUTH-SOUTHEAST OF THE RUNWAYS SOUTHEAST CORNER, 12.3 M (40.4 FT)
 GF0947'SOUTHWEST OF THE MOST SOUTHERLY 1 OF 4 RUNWAY END LIGHTS, AND THE
 GF0947'STATION IS ABOUT 0.6 M (2.0 FT) BELOW THE RUNWAY LEVEL AND RECESSED
 GF0947'ABOUT 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  BY R.G. HAYES
 GF0947'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GF0947
 GF0947                          STATION RECOVERY (2002)
 GF0947
 GF0947'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0908 ***********************************************************************
 GF0908  DESIGNATION -  CASSVILLE
 GF0908  PID         -  GF0908
 GF0908  STATE/COUNTY-  MO/BARRY
 GF0908  USGS QUAD   -  CASSVILLE (1974)
 GF0908
 GF0908                         *CURRENT SURVEY CONTROL
 GF0908  ___________________________________________________________________
 GF0908* NAD 83(1997)-  36 39 11.17180(N)    093 48 07.90087(W)     ADJUSTED  
 GF0908* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 GF0908  ___________________________________________________________________
 GF0908  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GF0908  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GF0908
 GF0908  HORZ ORDER  -  FIRST
 GF0908
 GF0908.The horizontal coordinates were established by classical geodetic methods
 GF0908.and adjusted by the National Geodetic Survey in February 2000..
 GF0908
 GF0908.The orthometric height was scaled from a topographic map.
 GF0908
 GF0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0908
 GF0908.The geoid height was determined by GEOID03.
 GF0908
 GF0908;                    North         East     Units Scale Factor Converg.
 GF0908;SPC MO W     -    54,201.862   912,390.621   MT  0.99998912   +0 24 59.7
 GF0908;SPC AR N     -   258,853.890   238,849.118   MT  1.00010998   -1 02 55.3
 GF0908;SPC AR N     -   849,256.47    783,624.15   sFT  1.00010998   -1 02 55.3
 GF0908;UTM  15      - 4,056,690.764   428,300.255   MT  0.99966333   -0 28 44.1
 GF0908
 GF0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0908!SPC MO W     -   0.99993037  x   0.99998912  =   0.99991949
 GF0908!SPC AR N     -   0.99993037  x   1.00010998  =   1.00004034
 GF0908!UTM  15      -   0.99993037  x   0.99966333  =   0.99959373
 GF0908
 GF0908:                Primary Azimuth Mark                     Grid Az
 GF0908:SPC MO W     -  LOHMER LOOKOUT TOWER                     079 12 53.3
 GF0908:SPC AR N     -  LOHMER LOOKOUT TOWER                     080 40 48.3
 GF0908:UTM  15      -  LOHMER LOOKOUT TOWER                     080 06 37.1
 GF0908
 GF0908|---------------------------------------------------------------------|
 GF0908| PID    Reference Object                     Distance      Geod. Az  |
 GF0908|                                                           dddmmss.s |
 GF0908| GF0902 LOHMER LOOKOUT TOWER                APPROX. 8.5 KM 0793753.0 |
 GF0908| CI1386 CASSVILLE RM 1                       49.996 METERS 11542     |
 GF0908| GF0921 EXETER MUNICIPAL TANK               APPROX.12.6 KM 2784736.4 |
 GF0908| GF0911 CASSVILLE NEW MUNICIPAL TANK        APPROX. 7.0 KM 2952622.1 |
 GF0908| CI1387 CASSVILLE RM 2                       53.775 METERS 29539     |
 GF0908| CI1385 CASSVILLE AZ MK                                    2953919.0 |
 GF0908| GF0912 CASSVILLE OLD MUNICIPAL TANK        APPROX. 7.0 KM 2954609.0 |
 GF0908|---------------------------------------------------------------------|
 GF0908
 GF0908                          SUPERSEDED SURVEY CONTROL
 GF0908
 GF0908  NAD 83(1997)-  36 39 11.17195(N)    093 48 07.90083(W) AD(       ) 1
 GF0908  NAD 83(1997)-  36 39 11.17666(N)    093 48 07.90146(W) AD(       ) 1
 GF0908  NAD 83(1997)-  36 39 11.18293(N)    093 48 07.90148(W) AD(       ) 1
 GF0908  NAD 83(1986)-  36 39 11.18385(N)    093 48 07.90153(W) AD(       ) 1
 GF0908  NAD 27      -  36 39 10.94570(N)    093 48 07.19580(W) AD(       ) 1
 GF0908
 GF0908.Superseded values are not recommended for survey control.
 GF0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0908.See file dsdata.txt to determine how the superseded data were derived.
 GF0908
 GF0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2830056691(NAD 83)
 GF0908_MARKER: DS = TRIANGULATION STATION DISK
 GF0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0908+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 GF0908
 GF0908  HISTORY     - Date     Condition        Report By
 GF0908  HISTORY     - 1961     MONUMENTED       CGS
 GF0908  HISTORY     - 20021218 GOOD             GEOCAC
 GF0908  HISTORY     - 20050312 GOOD             GEOCAC
 GF0908
 GF0908                          STATION DESCRIPTION
 GF0908
 GF0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0908'ABOUT 4 MILES SOUTHEAST OF CASSVILLE, AT THE SOUTH EDGE
 GF0908'OF A PRIVATE AIRPORT OWNED BY MR. R.F. WOOLAWAY AND IN THE
 GF0908'NORTHEAST 1/4 OF SECTION 1, T 22 W, R 27 W.  IT IS 62 FEET
 GF0908'NORTH OF THE CENTERLINE OF HIGHWAY 76, 169.6 FEET SOUTH OF
 GF0908'THE SOUTHWEST CORNER OF A HANGAR AND 204 FEET SOUTHEAST OF
 GF0908'THE SOUTHEAST CORNER OF A HANGAR.  THE MONUMENT IS 2 INCHES
 GF0908'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GF0908'CASSVILLE 1961.
 GF0908'
 GF0908'TO REACH FROM THE JUNCTION OF HIGHWAYS 76, 86, 112 AND 148
 GF0908'AT THE SOUTHEAST EDGE OF CASSVILLE, GO SOUTH ON HIGHWAY 76,
 GF0908'86 AND 112 FOR 1.5 MILES TO WHERE HIGHWAY 76 AND 86 TURNS
 GF0908'SHARP LEFT EAST.  TURN LEFT AND GO EAST ON HIGHWAY 76 AND 86
 GF0908'FOR 2.25 MILES TO A CROSSROAD*.  CONTINUE EAST ON THE HIGHWAY
 GF0908'FOR 0.45 MILE TO WHERE HIGHWAY 86 TURNS SOUTH.  CONTINUE
 GF0908'EAST ON HIGHWAY 76 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 GF0908'
 GF0908'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON A
 GF0908'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GF0908'
 GF0908'REFERENCE MARK 1 IS 2 FEET WEST OF A POWER POLE AND 29 FEET
 GF0908'NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS
 GF0908'FLUSH AND THE DISK IS STAMPED CASSVILLE NO 1 1961.
 GF0908'
 GF0908'REFERENCE MARK 2 IS 2 FEET SOUTHEAST OF A CONCRETE SLAB 15
 GF0908'FEET EAST OF A WIRE FENCE, 56 FEET SOUTH OF A POWER POLE,
 GF0908'68 FEET SOUTH OF THE SOUTHEAST CORNER OF A HANGAR AND 99
 GF0908'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT
 GF0908'IS FLUSH AND THE DISK IS STAMPED CASSVILLE NO 2 1961.
 GF0908'
 GF0908'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 3 FEET
 GF0908'NORTHEAST OF A WITNESS POST, 10 FEET NORTH OF A POWER POLE,
 GF0908'18 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 19 FEET
 GF0908'SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 86 FEET SOUTHEAST
 GF0908'OF THE SOUTHEAST CORNER OF A HOUSE.  THE MONUMENT PROJECTS 6
 GF0908'INCHES AND THE DISK IS STAMPED CASSVILLE 1961.
 GF0908'
 GF0908'NO MEASUREMENT BETWEEN R.MS SET NEAR 180 DEGREES.
 GF0908'
 GF0908'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0908
 GF0908                          STATION RECOVERY (2002)
 GF0908
 GF0908'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0908'STATION,AZIMUTH,REF.1,2.
 GF0908
 GF0908                          STATION RECOVERY (2005)
 GF0908
 GF0908'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0908'THE STATION MARK, REF MARK 1, AND 2 WERE RECOVERED IN EXCELLENT SHAPE.
 GF0908' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0911 ***********************************************************************
 GF0911  DESIGNATION -  CASSVILLE NEW MUNICIPAL TANK
 GF0911  PID         -  GF0911
 GF0911  STATE/COUNTY-  MO/BARRY
 GF0911  USGS QUAD   -  CASSVILLE (1974)
 GF0911
 GF0911                         *CURRENT SURVEY CONTROL
 GF0911  ___________________________________________________________________
 GF0911* NAD 83(1997)-  36 40 48.64039(N)    093 52 22.49165(W)     ADJUSTED  
 GF0911* NAVD 88     -                                                        
 GF0911  ___________________________________________________________________
 GF0911  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 GF0911  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GF0911
 GF0911  HORZ ORDER  -  THIRD
 GF0911
 GF0911.The horizontal coordinates were established by classical geodetic methods
 GF0911.and adjusted by the National Geodetic Survey in February 2000..
 GF0911
 GF0911
 GF0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0911
 GF0911.The geoid height was determined by GEOID03.
 GF0911
 GF0911;                    North         East     Units Scale Factor Converg.
 GF0911;SPC MO W     -    57,162.600   906,047.877   MT  0.99997986   +0 22 28.6
 GF0911;UTM  15      - 4,059,749.335   422,006.559   MT  0.99967494   -0 31 17.3
 GF0911
 GF0911                          SUPERSEDED SURVEY CONTROL
 GF0911
 GF0911  NAD 83(1997)-  36 40 48.64056(N)    093 52 22.49159(W) AD(       ) 4
 GF0911  NAD 83(1997)-  36 40 48.64509(N)    093 52 22.49206(W) AD(       ) 4
 GF0911  NAD 83(1997)-  36 40 48.65191(N)    093 52 22.49297(W) AD(       ) 4
 GF0911  NAD 83(1986)-  36 40 48.65359(N)    093 52 22.49252(W) AD(       ) 4
 GF0911  NAD 27      -  36 40 48.41600(N)    093 52 21.77400(W) AD(       ) 3
 GF0911
 GF0911.Superseded values are not recommended for survey control.
 GF0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0911.See file dsdata.txt to determine how the superseded data were derived.
 GF0911
 GF0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2200759749(NAD 83)
 GF0911_MARKER: 53 = ELEVATED TANK
 GF0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0911+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 GF0911
 GF0911  HISTORY     - Date     Condition        Report By
 GF0911  HISTORY     - 1961     FIRST OBSERVED   CGS
 GF0911  HISTORY     - 20020821 GOOD             GEOCAC
 GF0911
 GF0911                          STATION DESCRIPTION
 GF0911
 GF0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0911'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ABOUT
 GF0911'1/2 MILE WEST OF THE CENTER OF CASSVILLE AND ON THE SOUTH SIDE OF
 GF0911'7 TH STREET.  IT IS A 6 LEGGED STEEL STRUCTURE PAINTED SILVER
 GF0911'AND HAS A RED OBSTRUCTION LIGHT AT THE TOP.  THE OVERALL HEIGHT IS
 GF0911'120 FEET.
 GF0911
 GF0911                          STATION RECOVERY (2002)
 GF0911
 GF0911'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0912 ***********************************************************************
 GF0912  DESIGNATION -  CASSVILLE OLD MUNICIPAL TANK
 GF0912  PID         -  GF0912
 GF0912  STATE/COUNTY-  MO/BARRY
 GF0912  USGS QUAD   -  CASSVILLE (1974)
 GF0912
 GF0912                         *CURRENT SURVEY CONTROL
 GF0912  ___________________________________________________________________
 GF0912* NAD 83(1997)-  36 40 49.94750(N)    093 52 22.12220(W)     ADJUSTED  
 GF0912* NAVD 88     -                                                        
 GF0912  ___________________________________________________________________
 GF0912  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 GF0912  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GF0912
 GF0912  HORZ ORDER  -  THIRD
 GF0912
 GF0912.The horizontal coordinates were established by classical geodetic methods
 GF0912.and adjusted by the National Geodetic Survey in February 2000..
 GF0912
 GF0912
 GF0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0912
 GF0912.The geoid height was determined by GEOID03.
 GF0912
 GF0912;                    North         East     Units Scale Factor Converg.
 GF0912;SPC MO W     -    57,202.951   906,056.787   MT  0.99997988   +0 22 28.8
 GF0912;UTM  15      - 4,059,789.529   422,016.095   MT  0.99967492   -0 31 17.1
 GF0912
 GF0912                          SUPERSEDED SURVEY CONTROL
 GF0912
 GF0912  NAD 83(1997)-  36 40 49.94765(N)    093 52 22.12211(W) AD(       ) 4
 GF0912  NAD 83(1997)-  36 40 49.95263(N)    093 52 22.12340(W) AD(       ) 4
 GF0912  NAD 83(1997)-  36 40 49.95911(N)    093 52 22.12369(W) AD(       ) 4
 GF0912  NAD 83(1986)-  36 40 49.95917(N)    093 52 22.12166(W) AD(       ) 4
 GF0912  NAD 27      -  36 40 49.72500(N)    093 52 21.40900(W) AD(       ) 3
 GF0912
 GF0912.Superseded values are not recommended for survey control.
 GF0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0912.See file dsdata.txt to determine how the superseded data were derived.
 GF0912
 GF0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2201659790(NAD 83)
 GF0912_MARKER: 53 = ELEVATED TANK
 GF0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0912+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 GF0912
 GF0912  HISTORY     - Date     Condition        Report By
 GF0912  HISTORY     - 1961     FIRST OBSERVED   CGS
 GF0912  HISTORY     - 20020821 GOOD             GEOCAC
 GF0912
 GF0912                          STATION DESCRIPTION
 GF0912
 GF0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0912'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ABOUT
 GF0912'1/2 MILE WEST OF THE CENTER OF CASSVILLE AND ON THE NORTH SIDE
 GF0912'OF 7 TH STREET.  IT IS A 4 LEGGED STEEL STRUCTURE PAINTED SILVER
 GF0912'AND THE OVERALL HEIGHT IS APPROXIMATELY 75 FEET.
 GF0912
 GF0912                          STATION RECOVERY (2002)
 GF0912
 GF0912'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0923 ***********************************************************************
 GF0923  DESIGNATION -  CASSVILLE RAD STA KAG 802 MAST
 GF0923  PID         -  GF0923
 GF0923  STATE/COUNTY-  MO/BARRY
 GF0923  USGS QUAD   -  EXETER (1974)
 GF0923
 GF0923                         *CURRENT SURVEY CONTROL
 GF0923  ___________________________________________________________________
 GF0923* NAD 83(1997)-  36 40 30.42539(N)    093 52 38.26328(W)     ADJUSTED  
 GF0923* NAVD 88     -                                                        
 GF0923  ___________________________________________________________________
 GF0923  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GF0923  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GF0923
 GF0923  HORZ ORDER  -  THIRD
 GF0923
 GF0923.The horizontal coordinates were established by classical geodetic methods
 GF0923.and adjusted by the National Geodetic Survey in February 2000..
 GF0923
 GF0923
 GF0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0923
 GF0923.The geoid height was determined by GEOID03.
 GF0923
 GF0923;                    North         East     Units Scale Factor Converg.
 GF0923;SPC MO W     -    56,598.587   905,659.951   MT  0.99997933   +0 22 19.0
 GF0923;UTM  15      - 4,059,191.627   421,609.980   MT  0.99967570   -0 31 26.5
 GF0923
 GF0923                          SUPERSEDED SURVEY CONTROL
 GF0923
 GF0923  NAD 83(1997)-  36 40 30.42556(N)    093 52 38.26324(W) AD(       ) 4
 GF0923  NAD 83(1997)-  36 40 30.43025(N)    093 52 38.26381(W) AD(       ) 4
 GF0923  NAD 83(1997)-  36 40 30.43677(N)    093 52 38.26438(W) AD(       ) 4
 GF0923  NAD 83(1986)-  36 40 30.43766(N)    093 52 38.26357(W) AD(       ) 4
 GF0923  NAD 27      -  36 40 30.20100(N)    093 52 37.54600(W) AD(       ) 3
 GF0923
 GF0923.Superseded values are not recommended for survey control.
 GF0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0923.See file dsdata.txt to determine how the superseded data were derived.
 GF0923
 GF0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2161059192(NAD 83)
 GF0923_MARKER: 42 = RADIO/TV MAST
 GF0923
 GF0923  HISTORY     - Date     Condition        Report By
 GF0923  HISTORY     - 1961     FIRST OBSERVED   CGS
 GF0923
 GF0923                          STATION DESCRIPTION
 GF0923
 GF0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0923'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT 1/2
 GF0923'MILE SOUTHWEST OF THE CENTER OF CASSVILLE AND OWNED AND OPERATED
 GF0923'BY THE BARRY COUNTY SHERIFFS DEPARTMENT.  IT IS A GUYED STEEL
 GF0923'STRUCTURE PAINTED ALTERNATELY IN SECTIONS OF INTERNATIONAL
 GF0923'ORANGE AND WHITE.  THE OVERALL HEIGHT IS 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1827 ***********************************************************************
 GD1827  DESIGNATION -  CASTOR
 GD1827  PID         -  GD1827
 GD1827  STATE/COUNTY-  MO/NEW MADRID
 GD1827  USGS QUAD   -  CATRON (1971)
 GD1827
 GD1827                         *CURRENT SURVEY CONTROL
 GD1827  ___________________________________________________________________
 GD1827* NAD 83(1997)-  36 33 14.25008(N)    089 43 05.09570(W)     ADJUSTED  
 GD1827* NAVD 88     -        83.8    (meters)     275.     (feet)  GPS OBS   
 GD1827  ___________________________________________________________________
 GD1827  X           -      25,239.912 (meters)                     COMP
 GD1827  Y           -  -5,129,610.362 (meters)                     COMP
 GD1827  Z           -   3,777,779.036 (meters)                     COMP
 GD1827  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 GD1827  ELLIP HEIGHT-          55.27  (meters)          (02/17/00) GPS OBS
 GD1827  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 GD1827
 GD1827  HORZ ORDER  -  SECOND
 GD1827  ELLP ORDER  -  FOURTH    CLASS I
 GD1827
 GD1827.The horizontal coordinates were established by classical geodetic methods
 GD1827.and adjusted by the National Geodetic Survey in February 2000..
 GD1827
 GD1827.The orthometric height was determined by GPS observations and a
 GD1827.high-resolution geoid model.
 GD1827
 GD1827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1827
 GD1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1827
 GD1827.The ellipsoidal height was determined by GPS observations
 GD1827.and is referenced to NAD 83.
 GD1827
 GD1827.The geoid height was determined by GEOID03.
 GD1827
 GD1827;                    North         East     Units Scale Factor Converg.
 GD1827;SPC MO E     -    80,241.582   320,000.216   MT  0.99999368   +0 27 56.6
 GD1827;UTM  16      - 4,048,831.634   256,723.690   MT  1.00032922   -1 37 10.7
 GD1827
 GD1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1827!SPC MO E     -   0.99999133  x   0.99999368  =   0.99998501
 GD1827!UTM  16      -   0.99999133  x   1.00032922  =   1.00032054
 GD1827
 GD1827|---------------------------------------------------------------------|
 GD1827| PID    Reference Object                     Distance      Geod. Az  |
 GD1827|                                                           dddmmss.s |
 GD1827| GD1948 CASTOR RM 1                          34.891 METERS 01049     |
 GD1827| GD1807 LILBOURN FED COMP CO W TANK         APPROX.10.6 KM 0620320.9 |
 GD1827| GD1806 LILBOURN FED COMP CO E TANK         APPROX.10.8 KM 0624006.2 |
 GD1827| GD1808 LILBOURN MUNICIPAL TANK             APPROX.10.1 KM 0642404.8 |
 GD1827| GD1950 CASTOR AZ MK                                       1820511.0 |
 GD1827| GD1831 PARMA MUNICIPAL TANK                APPROX.10.9 KM 3064429.3 |
 GD1827| GD1949 CASTOR RM 3                          22.952 METERS 31040     |
 GD1827| CG3719 CASTOR RM 2                          45.482 METERS 32504     |
 GD1827|---------------------------------------------------------------------|
 GD1827
 GD1827                          SUPERSEDED SURVEY CONTROL
 GD1827
 GD1827  NAD 83(1997)-  36 33 14.25022(N)    089 43 05.09571(W) AD(       ) 2
 GD1827  NAD 83(1997)-  36 33 14.25036(N)    089 43 05.09563(W) AD(       ) 2
 GD1827  NAD 83(1997)-  36 33 14.26104(N)    089 43 05.09193(W) AD(       ) 2
 GD1827  NAD 83(1986)-  36 33 14.26341(N)    089 43 05.09485(W) AD(       ) 2
 GD1827  NAD 27      -  36 33 14.04560(N)    089 43 04.80280(W) AD(       ) 2
 GD1827  NGVD 29 (05/28/98)   83.8    (m)          275.     (f) GPS OBS        
 GD1827
 GD1827.Superseded values are not recommended for survey control.
 GD1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1827.See file dsdata.txt to determine how the superseded data were derived.
 GD1827
 GD1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5672448832(NAD 83)
 GD1827_MARKER: DS = TRIANGULATION STATION DISK
 GD1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1827_SP_SET: CONCRETE POST
 GD1827_STAMPING: CASTOR 1954
 GD1827_MARK LOGO: CGS   
 GD1827_PROJECTION: FLUSH
 GD1827_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1827+STABILITY: SURFACE MOTION
 GD1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1827+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2002
 GD1827
 GD1827  HISTORY     - Date     Condition        Report By
 GD1827  HISTORY     - 1954     MONUMENTED       CGS
 GD1827  HISTORY     - 1954     GOOD             CGS
 GD1827  HISTORY     - 1970     GOOD             NGS
 GD1827  HISTORY     - 19910312 GOOD             NGS
 GD1827  HISTORY     - 19961101 GOOD             USE
 GD1827  HISTORY     - 20020214 GOOD             USACE
 GD1827
 GD1827                          STATION DESCRIPTION
 GD1827
 GD1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1827'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST OF LILBOURN, 6.0
 GD1827'MILES NORTHWEST OF MARSTON, 5.5 MILES EAST OF RISCO, NEAR THE
 GD1827'SOUTHEAST CORNER OF A FARMYARD, 92 FEET NORTH OF THE CENTER OF U.S.
 GD1827'HIGHWAY 62, 91 FEET EAST OF THE SOUTHEAST CORNER OF A FARMHOUSE,
 GD1827'AND 16 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED CASTOR
 GD1827'1954 AND IS FLUSH WITH THE GROUND SURFACE.
 GD1827'
 GD1827'REFERENCE MARK 1 IS NEAR THE NORTH EDGE OF FARMYARD, 52 FEET NORTH
 GD1827'OF THE NORTHWEST CORNER OF A BARN, 8 FEET NORTH OF THE NORTH END OF
 GD1827'A WOODEN GATE, AND 1 FOOT WEST OF A FENCE CORNER.  IT IS STAMPED
 GD1827'CASTOR NO 1 1954 AND PROJECTS 3 INCHES.
 GD1827'
 GD1827'REFERENCE MARK 2 IS NEAR THE NORTHWEST CORNER OF A FARMYARD, 16
 GD1827'FEET SOUTHEAST OF A FENCE CORNER AND BOARD GATE, AND 1 FOOT WEST OF
 GD1827'THE SOUTHWEST CORNER OF AN IMPLEMENT SHED.  IT IS STAMPED CASTOR NO
 GD1827'2 1954 AND PROJECTS 4 INCHES.
 GD1827'
 GD1827'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 107.31 FEET.
 GD1827'
 GD1827'THE AZIMUTH MARK IS ON THE WEST BANK OF A DRAINAGE DITCH, 18 FEET
 GD1827'EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 8 FEET NORTH OF THE
 GD1827'NORTHWEST CORNER OF A WOODEN BRIDGE, AND 3 FEET EAST OF TWO MAIL
 GD1827'BOXES.  IT IS STAMPED CASTOR 1954 AND PROJECTS 4 INCHES.
 GD1827'
 GD1827'TO REACH THE STATION FROM THE INTERSECTION ONE BLOCK NORTH OF THE
 GD1827'POST OFFICE IN RISCO, GO EAST ON U.S. HIGHWAY 62 FOR 5.3 MILES TO A
 GD1827'T-ROAD RIGHT JUST BEFORE CROSSING A BRIDGE ACROSS A DRAINAGE DITCH.
 GD1827'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO THE
 GD1827'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE EAST FOR 0.05
 GD1827'MILE TO THE STATION IN THE FARMYARD ON LEFT AS DESCRIBED.
 GD1827'
 GD1827'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1827
 GD1827                          STATION RECOVERY (1954)
 GD1827
 GD1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 GD1827'RECOVERED IN GOOD CONDITION.
 GD1827
 GD1827                          STATION RECOVERY (1970)
 GD1827
 GD1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1827'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 GD1827'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND BUT THE PRESENT
 GD1827'OWNER SAID THAT THE MARK IS STILL IN PLACE BUT IS OBSTRUCTED TO THE
 GD1827'STATION BY THE CORNER OF AN IMPLEMENT SHED AND IS COVERED BY ABOUT
 GD1827'2 FEET OF FILL DIRT AND EQUIPMENT.  A REFERENCE MARK 3 WAS SET.
 GD1827'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  A NEW
 GD1827'DESCRIPTION FOLLOWS.
 GD1827'
 GD1827'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF MARSTON, 92 FEET NORTH
 GD1827'OF THE CENTERLINE OF U.S. HIGHWAY 62, 91 FEET EAST OF THE SOUTHEAST
 GD1827'CORNER OF A HOUSE, 15 FEET WEST OF A FENCE, 23 FEET SOUTHWEST OF
 GD1827'THE SOUTHWEST CORNER OF A BARN, 54 FEET NORTHWEST OF A FENCE
 GD1827'CORNER, MONUMENT IS 6 INCHES UNDERGROUND AND THE DISK IS
 GD1827'STAMPED CASTOR 1954.
 GD1827'
 GD1827'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 GD1827'STATE HIGHWAY 153 AT THE EAST EDGE OF RISCO, GO EAST ON HIGHWAY 62
 GD1827'FOR 5.1 MILE TO THE STATION ON THE LEFT JUST AFTER CROSSING A SMALL
 GD1827'BRIDGE.
 GD1827'
 GD1827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE HIGHWAY
 GD1827'FOR 0.05 MILE TO A SIDE ROAD LEFT AFTER CROSSING THE BRIDGE.  TURN
 GD1827'LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 1.0 MILE TO THE AZIMUTH
 GD1827'MARK ON THE LEFT.
 GD1827'
 GD1827'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE CORNER, 19 FEET EAST
 GD1827'OF A 48 INCH TREE, 29 FEET EAST OF THE SOUTHEAST CORNER OF IMPLEMENT
 GD1827'SHED, 52 FEET NORTH OF THE NORTHWEST CORNER OF THE BARN, MONUMENT
 GD1827'PROJECTS 2 INCHES AND THE DISK IS STAMPED CASTOR NO 1 1954.
 GD1827'
 GD1827'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CASTOR 1954 NO 3 1970
 GD1827'SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE BASE OF
 GD1827'A GAS PUMP, 71 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 GD1827'IMPLEMENT SHED, 40 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GD1827'HOUSE, 13 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY.
 GD1827'
 GD1827'THE AZIMUTH MARK IS 19 FEET EAST OF THE CENTERLINE OF THE ROAD, 14
 GD1827'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AND BRIDGE CROSSING
 GD1827'DRAINAGE DITCH, 49 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 GD1827'DRAINAGE DITCH, 1 FOOT WEST OF A METAL WITNESS POST, MONUMENT
 GD1827'PROJECTS 4 INCHES AND THE DISK IS STAMPED CASTOR 1954.
 GD1827'
 GD1827'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1827'
 GD1827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 5 MILES EAST OF
 GD1827'RISCO.
 GD1827
 GD1827                          STATION RECOVERY (1991)
 GD1827
 GD1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1827'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF LILBOURN,
 GD1827'9.7 KM (6.00 MI) NORTHWEST OF MARSTON AND 8.8 KM (5.45 MI) EAST OF
 GD1827'RISCO AND AT THE SOUTHWEST CORNER OF AN OLD BARN AT AN ABANDONED
 GD1827'FARM. OWNERSHIP--DUNCAN FARMS INC., RT 1, BOX 162, GIDEON, MO 63848,
 GD1827'PHONE 314-396-5807.
 GD1827'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 GD1827'HIGHWAY 153 AT THE EAST EDGE OF RISCO, GO EAST ON U.S. HIGHWAY 62 FOR
 GD1827'8.14 KM (5.05 MI) TO A DRIVEWAY ON THE LEFT LEADING TO AN ABANDONED
 GD1827'FARM JUST AFTER CROSSING A DRAINAGE DITCH BRIDGE.  TURN LEFT AND GO
 GD1827'NORTH ON A DRIVEWAY FOR ABOUT 30.5 M (100.1 FT) TO THE STATION ON THE
 GD1827'RIGHT.
 GD1827'THE STATION IS LOCATED 28.1 M (92.2 FT) NORTH FROM THE CENTERLINE OF
 GD1827'U.S. HIGHWAY 62, 27.8 M (91.2 FT) EAST FROM THE SOUTHEAST CORNER OF
 GD1827'AN ABANDONED HOUSE, 17.9 M (58.7 FT) EAST FROM THE CENTER OF A
 GD1827'GRAVELED DRIVEWAY, 7.0 M (23.0 FT) SOUTHWEST FROM THE SOUTHWEST
 GD1827'CORNER OF AN OLD BARN, 5.9 M (19.4 FT) NORTHWEST FROM A UTILITY POLE
 GD1827'AND 0.4 M (1.3 FT) WEST FROM A WITNESS POST.  THE STATION IS RECESSED
 GD1827'0.5 M (1.6 FT) BELOW THE GROUND.
 GD1827'DESCRIBED BY E.J. HANSMANN.
 GD1827
 GD1827                          STATION RECOVERY (1996)
 GD1827
 GD1827'RECOVERY NOTE BY US ENGINEERS 1996 (DB)
 GD1827'FARMHOUSE NO LONGER THERE.  OTHER BUILDINGS AS DESCRIBED.
 GD1827
 GD1827                          STATION RECOVERY (2002)
 GD1827
 GD1827'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JEL)
 GD1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1153 ***********************************************************************
 KD1153  DESIGNATION -  CATHERINE
 KD1153  PID         -  KD1153
 KD1153  STATE/COUNTY-  MO/LINN
 KD1153  USGS QUAD   -  BROOKFIELD (1984)
 KD1153
 KD1153                         *CURRENT SURVEY CONTROL
 KD1153  ___________________________________________________________________
 KD1153* NAD 83(1997)-  39 45 43.49866(N)    093 00 28.89271(W)     ADJUSTED  
 KD1153* NAVD 88     -       252.26   (+/-2cm)     827.6    (feet)  VERTCON   
 KD1153  ___________________________________________________________________
 KD1153  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 KD1153  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KD1153
 KD1153  HORZ ORDER  -  THIRD
 KD1153  VERT ORDER  -  THIRD ? (See Below)
 KD1153
 KD1153.The horizontal coordinates were established by classical geodetic methods
 KD1153.and adjusted by the National Geodetic Survey in February 2000..
 KD1153
 KD1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1153.The vertical order pertains to the NGVD 29 superseded value.
 KD1153
 KD1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1153
 KD1153.The geoid height was determined by GEOID03.
 KD1153
 KD1153;                    North         East     Units Scale Factor Converg.
 KD1153;SPC MO C     -   436,157.145   456,470.333   MT  0.99995665   -0 19 29.8
 KD1153;UTM  15      - 4,401,351.329   499,312.552   MT  0.99960001   -0 00 18.5
 KD1153
 KD1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1153!SPC MO C     -   0.99996547  x   0.99995665  =   0.99992213
 KD1153!UTM  15      -   0.99996547  x   0.99960001  =   0.99956550
 KD1153
 KD1153:                Primary Azimuth Mark                     Grid Az
 KD1153:SPC MO C     -  BUCKLIN MUNICIPAL TANK                   077 24 19.1
 KD1153:UTM  15      -  BUCKLIN MUNICIPAL TANK                   077 05 07.8
 KD1153
 KD1153|---------------------------------------------------------------------|
 KD1153| PID    Reference Object                     Distance      Geod. Az  |
 KD1153|                                                           dddmmss.s |
 KD1153| KD1141 BUCKLIN MUNICIPAL TANK              APPROX.10.4 KM 0770449.3 |
 KD1153| CL9023 CATHERINE RM 1                       28.081 METERS 08040     |
 KD1153| CL9025 CATHERINE RM 3                       35.372 METERS 12844     |
 KD1153| CL9026 CATHERINE RM 4                       32.275 METERS 23656     |
 KD1153| CL9022 CATHERINE AZ MK                                    2713913.1 |
 KD1153| CL9024 CATHERINE RM 2                       33.863 METERS 33659     |
 KD1153|---------------------------------------------------------------------|
 KD1153
 KD1153                          SUPERSEDED SURVEY CONTROL
 KD1153
 KD1153  NAD 83(1997)-  39 45 43.49985(N)    093 00 28.89555(W) AD(       ) 3
 KD1153  NAD 83(1986)-  39 45 43.50100(N)    093 00 28.89719(W) AD(       ) 3
 KD1153  NAD 27      -  39 45 43.41130(N)    093 00 28.17530(W) AD(       ) 3
 KD1153  NGVD 29 (07/19/86)  252.23   (m)          827.5    (f) LEVELING    3  
 KD1153
 KD1153.Superseded values are not recommended for survey control.
 KD1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1153.See file dsdata.txt to determine how the superseded data were derived.
 KD1153
 KD1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE9931301351(NAD 83)
 KD1153_MARKER: DS = TRIANGULATION STATION DISK
 KD1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1153+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 KD1153
 KD1153  HISTORY     - Date     Condition        Report By
 KD1153  HISTORY     - 1948     MONUMENTED       CGS
 KD1153  HISTORY     - 1956     GOOD             CGS
 KD1153  HISTORY     - 20030519 GOOD             USGS
 KD1153
 KD1153                          STATION DESCRIPTION
 KD1153
 KD1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1153'THE STATION IS LOCATED ABOUT 4.0 MILES EAST-SOUTHEAST OF BUCKLIN,
 KD1153'2.5 MILES SOUTH-SOUTHWEST OF CATHERINE, AT THE JUNCTION OF US
 KD1153'HIGHWAY 36, STATE HIGHWAY 5 AND COUNTY ROUTE F.  IT IS 60 FEET
 KD1153'WEST OF THE CENTERLINE OF COUNTY ROUTE F, 34 FEET NORTH OF THE
 KD1153'CENTERLINE OF HIGHWAY 36 AND 30 FEET SOUTHWEST OF A POWERLINE
 KD1153'POLE WITH A TRIANGLE BLAZE.  THE MARK IS FLUSH WITH THE SURFACE
 KD1153'OF THE GROUND AND THE DISK IS STAMPED CATHERINE 1948.
 KD1153'
 KD1153'REFERENCE MARK NO. 1 IS 92.13 FEET EAST-NORTHEAST OF THE STATION,
 KD1153'54 FEET NORTH OF THE CENTERLINE OF HIGHWAY 36, 31 FEET EAST OF
 KD1153'THE CENTERLINE OF COUNTY ROUTE F AND 1 FOOT WEST OF A POWERLINE
 KD1153'POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KD1153'CATHERINE NO 1 1948.
 KD1153'
 KD1153'REFERENCE MARK NO. 2 IS 111.10 FEET NORTHWEST OF THE STATION, 134
 KD1153'FEET NORTH OF THE CENTERLINE OF HIGHWAY 36 AND 11 FEET SOUTHEAST
 KD1153'OF A FENCE.  THE MARK PROJECTS 6 - INCHES AND THE DISK IS STAMPED
 KD1153'CATHERINE NO 2 1948.
 KD1153'
 KD1153'AZIMUTH MARK IS ABOUT 0.5 MILE WEST-SOUTHWEST OF THE STATION, 28
 KD1153'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 36, 8 FEET NORTHWEST OF A
 KD1153'FENCE CORNER AND 3 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 6
 KD1153'INCHES AND THE DISK IS STAMPED CATHERINE 1948.
 KD1153'
 KD1153'TO REACH FROM THE JUNCTION OF US HIGHWAY 36 AND STATE HIGHWAY
 KD1153'5, 2.0 MILES NORTH OF MARCELINE, GO WEST ON HIGHWAYS 36 AND
 KD1153'5 3.65 MILES TO THE JUNCTION OF COUNTY ROUTE F AND THE STATION IN
 KD1153'THE WEST TRIANGLE FORMED BY PAVED ROADS.  CONTINUE ON WEST FROM
 KD1153'STATION 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KD1153'
 KD1153'A 4 FOOT SIGNAL WILL CLEAR ALL LINES.
 KD1153'
 KD1153'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1153
 KD1153                          STATION RECOVERY (1956)
 KD1153
 KD1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 KD1153'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KD1153'GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN
 KD1153'DESTROYED BY ROAD WORK ON U.S. HIGHWAY 36.  REFERENCE MARK
 KD1153'NO. 1 WOULD BE DESTROYED, ALSO.  TWO NEW REFERENCE MARKS WERE
 KD1153'ESTABLISHED.  THERE ARE OTHER CHANGES, SO A COMPLETE DESCRIPTION
 KD1153'FOLLOWS.
 KD1153'
 KD1153'STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF BUCKLIN AND 2
 KD1153'AND 1/2 MILES SOUTH-SOUTHWEST OF CATHERINE AT THE JUNCTION OF
 KD1153'U.S. HIGHWAY 36 AND COUNTY ROUTE F NORTH, 60 FEET WEST OF THE
 KD1153'CENTER OF COUNTY ROUTE F, 40 FEET SOUTH OF THE CENTER OF NEW
 KD1153'U.S. HIGHWAY 36, AND 34 FEET NORTH OF THE CENTER OF OLD U.S.
 KD1153'HIGHWAY 36.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 KD1153'AND THE DISK IS STAMPED CATHERINE 1948.
 KD1153'
 KD1153'REFERENCE MARK NO. 3 IS SOUTHEAST OF STATION, 34 FEET SOUTH OF THE
 KD1153'CENTER OF OLD U.S. HIGHWAY 36, 32 FEET EAST OF THE CENTER
 KD1153'OF A GRAVEL ROAD, AND 2 FEET EAST OF A TELEPHONE POLE.  THE MARK
 KD1153'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KD1153'CATHERINE NO 3 1948.
 KD1153'
 KD1153'REFERENCE MARK NO. 4 IS SOUTHWEST OF STATION, 53 FEET WEST-NORTHWEST
 KD1153'OF THE NORTHWEST CORNER OF BARN, 28 FEET SOUTH OF THE CENTER OF
 KD1153'OLD U.S. HIGHWAY 36, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 KD1153'4 INCHES AND THE DISK IS STAMPED CATHERINE NO 4 1958.
 KD1153'
 KD1153'AZIMUTH MARK IS 0.5 MILE WEST OF STATION, 28 FEET SOUTH OF U.S.
 KD1153'HIGHWAY 36 (OLD), 8 FEET NORTHWEST OF A FENCE CORNER AND 3
 KD1153'FEET NORTH OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 KD1153'IS STAMPED CATHERINE 1948.
 KD1153'
 KD1153'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE
 KD1153'HIGHWAY 5 WHICH IS 2 MILES NORTH OF MARCELINE, GO WEST ON U.S.
 KD1153'HIGHWAY 36 AND STATE HIGHWAY 5 FOR 3.65 MILES TO THE JUNCTION OF
 KD1153'COUNTY ROUTE F NORTH AND THE STATION ON THE LEFT AS DESCRIBED.
 KD1153'CONTINUE WEST OF U.S. HIGHWAY 36 FOR 0.5 MILE TO THE AZIMUTH MARK
 KD1153'ON THE LEFT.
 KD1153
 KD1153                          STATION RECOVERY (2003)
 KD1153
 KD1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (MSM)
 KD1153'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE
 KD1153'HIGHWAY 5 WHICH IS 2 MILES NORTH OF MARCELINE, GO WEST ON U.S. HIGHWAY
 KD1153'36 AND STATE HIGHWAY 5 FOR 3.65 MILES TO THE JUNCTION OF COUNTY ROUTE
 KD1153'F NORTH AND THE STATION IS SOUTHWEST OF THE INTERSECTION.
 KD1153'APPROXIMATELY 40 FEET SOUTH OF EAST BOUND LANE OF HIGHWAY 36.
 KD1153'PREVIOUSLY NOTED OLD HIGHWAY. 36 IN NOW A COMMON GRAVEL ROAD.  AN
 KD1153'ORANGE PLASTIC WITNESS POST MARKS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0640 ***********************************************************************
 GF0640  DESIGNATION -  CAUFIELD
 GF0640  PID         -  GF0640
 GF0640  STATE/COUNTY-  MO/OZARK
 GF0640  USGS QUAD   -  POTTERSVILLE (1968)
 GF0640
 GF0640                         *CURRENT SURVEY CONTROL
 GF0640  ___________________________________________________________________
 GF0640* NAD 83(1997)-  36 38 08.39543(N)    092 07 26.52867(W)     ADJUSTED  
 GF0640* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 GF0640  ___________________________________________________________________
 GF0640  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GF0640  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GF0640
 GF0640  HORZ ORDER  -  SECOND
 GF0640
 GF0640.The horizontal coordinates were established by classical geodetic methods
 GF0640.and adjusted by the National Geodetic Survey in February 2000..
 GF0640
 GF0640.The orthometric height was scaled from a topographic map.
 GF0640
 GF0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0640
 GF0640.The geoid height was determined by GEOID03.
 GF0640
 GF0640;                    North         East     Units Scale Factor Converg.
 GF0640;SPC MO C     -    89,089.351   533,622.026   MT  0.99994726   +0 13 27.7
 GF0640;UTM  15      - 4,054,814.022   578,311.026   MT  0.99967555   +0 31 21.8
 GF0640
 GF0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0640!SPC MO C     -   0.99995804  x   0.99994726  =   0.99990530
 GF0640!UTM  15      -   0.99995804  x   0.99967555  =   0.99963361
 GF0640
 GF0640|---------------------------------------------------------------------|
 GF0640| PID    Reference Object                     Distance      Geod. Az  |
 GF0640|                                                           dddmmss.s |
 GF0640| CI1390 CAUFIELD RM 1                        21.285 METERS 16625     |
 GF0640| GF0642 BAKERSFIELD                         APPROX.13.3 KM 1965816.2 |
 GF0640| CI1391 CAUFIELD RM 2                        22.997 METERS 31544     |
 GF0640|---------------------------------------------------------------------|
 GF0640
 GF0640                          SUPERSEDED SURVEY CONTROL
 GF0640
 GF0640  NAD 83(1997)-  36 38 08.39829(N)    092 07 26.52800(W) AD(       ) 2
 GF0640  NAD 83(1986)-  36 38 08.40457(N)    092 07 26.52769(W) AD(       ) 2
 GF0640  NAD 27      -  36 38 08.17800(N)    092 07 25.96800(W) AD(       ) 2
 GF0640
 GF0640.Superseded values are not recommended for survey control.
 GF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0640.See file dsdata.txt to determine how the superseded data were derived.
 GF0640
 GF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7831154814(NAD 83)
 GF0640_MARKER: DS = TRIANGULATION STATION DISK
 GF0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0640
 GF0640  HISTORY     - Date     Condition        Report By
 GF0640  HISTORY     - 1953     MONUMENTED       CGS
 GF0640  HISTORY     - 20060209 MARK NOT FOUND   MODNR
 GF0640
 GF0640                          STATION DESCRIPTION
 GF0640
 GF0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0640'THE STATION IS ABOUT 2 MILES NORTHWEST OF CAULFIELD, 1/2 MILE
 GF0640'WEST OF THE OZARK-HOWELL COUNTY LINE, 25 FEET WEST OF THE CENTER
 GF0640'OF A GRAVELED ROAD, 21 FEET SOUTH OF A TRIANGULAR BLAZED 12-INCH
 GF0640'OAK TREE, AND 7 FEET SOUTHEAST OF A 4 IN X 4 IN WITNESS POST.
 GF0640'
 GF0640'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80 AND
 GF0640'101 IN CAULFIELD GO WESTERLY ON HIGHWAY 80 FOR 1.45 MILE TO A
 GF0640'CROSS ROAD AND A SIGN POTTERSVILLE 9, TURN RIGHT AND GO NORTHERLY
 GF0640'ON A GRAVELED ROAD FOR 0.1 MILE TO A FORK, TURN LEFT AND GO
 GF0640'NORTHWESTERLY FOR 0.8 MILE TO THE STATION MARK ON THE LEFT AS
 GF0640'DESCRIBED.
 GF0640'
 GF0640'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GF0640'CAUFIELD 1953.
 GF0640'
 GF0640'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE CENTER OF THE
 GF0640'GRAVELED ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 GF0640'STAMPED CAULFIELD NO 1 1953.
 GF0640'
 GF0640'REFERENCE MARK NO. 2 IS 60 FEET WEST OF THE CENTER OF THE
 GF0640'GRAVELED ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 GF0640'STAMPED CAULFIELD NO 2 1953.
 GF0640'
 GF0640'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 GF0640'
 GF0640'(NOTE- STATE HIGHWAY 80 MENTIONED ABOVE HAS BEEN CHANGED TO
 GF0640'U.S. HIGHWAY 160).
 GF0640'
 GF0640'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 GF0640
 GF0640                          STATION RECOVERY (2006)
 GF0640
 GF0640'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GF0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0075 ***********************************************************************
 KD0075  DESIGNATION -  CC 341
 KD0075  PID         -  KD0075
 KD0075  STATE/COUNTY-  MO/BOONE
 KD0075  USGS QUAD   -  CENTRALIA NE (1969)
 KD0075
 KD0075                         *CURRENT SURVEY CONTROL
 KD0075  ___________________________________________________________________
 KD0075* NAD 83(1986)-  39 12 26.     (N)    092 06 15.     (W)     SCALED    
 KD0075* NAVD 88     -       257.314  (meters)     844.20   (feet)  ADJUSTED  
 KD0075  ___________________________________________________________________
 KD0075  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0075  DYNAMIC HT  -         257.153 (meters)     843.68  (feet)  COMP
 KD0075  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 KD0075
 KD0075  VERT ORDER  -  SECOND    CLASS 0
 KD0075
 KD0075.The horizontal coordinates were scaled from a topographic map and have
 KD0075.an estimated accuracy of +/- 6 seconds.
 KD0075
 KD0075.The orthometric height was determined by differential leveling
 KD0075.and adjusted by the National Geodetic Survey in June 1991..
 KD0075
 KD0075.The geoid height was determined by GEOID03.
 KD0075
 KD0075.The dynamic height is computed by dividing the NAVD 88
 KD0075.geopotential number by the normal gravity value computed on the
 KD0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0075.degrees latitude (g = 980.6199 gals.).
 KD0075
 KD0075.The modeled gravity was interpolated from observed gravity values.
 KD0075
 KD0075;                    North         East    Units  Estimated Accuracy
 KD0075;SPC MO C     -   374,510.      534,190.      MT  (+/- 180 meters Scaled)
 KD0075
 KD0075                          SUPERSEDED SURVEY CONTROL
 KD0075
 KD0075  NGVD 29 (??/??/92)  257.304  (m)          844.17   (f) ADJ UNCH    2 0
 KD0075
 KD0075.Superseded values are not recommended for survey control.
 KD0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0075.See file dsdata.txt to determine how the superseded data were derived.
 KD0075
 KD0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD773401(NAD 83)
 KD0075_MARKER: Z = SEE DESCRIPTION
 KD0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0075_SP_SET: BRIDGE
 KD0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0075
 KD0075  HISTORY     - Date     Condition        Report By
 KD0075  HISTORY     - UNK      MONUMENTED       RBNF
 KD0075  HISTORY     - 1961     GOOD             NGS
 KD0075  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0075  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0075
 KD0075                          STATION DESCRIPTION
 KD0075
 KD0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KD0075'1.9 MI E FROM CENTRALIA.
 KD0075'1.9 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 KD0075'CENTRALIA, AT BRIDGE 341, ON THE TOP OF THE WING WALL OF THE
 KD0075'NORTHEAST ABUTMENT, 4 FEET EAST OF THE WEST END OF THE WING WALL,
 KD0075'3 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT BELOW THE
 KD0075'TOP OF THE RAIL.  A 2-INCH OUTLINED CIRCLE.
 KD0075
 KD0075                          STATION RECOVERY (1967)
 KD0075
 KD0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0075'MARK NOT FOUND.
 KD0075
 KD0075                          STATION RECOVERY (1990)
 KD0075
 KD0075'RECOVERY NOTE BY US POWER SQUADRON 1990 (PMD)
 KD0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0222 ***********************************************************************
 GG0222  DESIGNATION -  CC 47
 GG0222  PID         -  GG0222
 GG0222  STATE/COUNTY-  MO/MCDONALD
 GG0222  USGS QUAD   -  SOUTH WEST CITY (1973)
 GG0222
 GG0222                         *CURRENT SURVEY CONTROL
 GG0222  ___________________________________________________________________
 GG0222* NAD 83(1986)-  36 31 00.     (N)    094 36 41.     (W)     SCALED    
 GG0222* NAVD 88     -       278.414  (meters)     913.43   (feet)  ADJUSTED  
 GG0222  ___________________________________________________________________
 GG0222  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 GG0222  DYNAMIC HT  -         278.178 (meters)     912.66  (feet)  COMP
 GG0222  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 GG0222
 GG0222  VERT ORDER  -  SECOND    CLASS 0
 GG0222
 GG0222.The horizontal coordinates were scaled from a topographic map and have
 GG0222.an estimated accuracy of +/- 6 seconds.
 GG0222
 GG0222.The orthometric height was determined by differential leveling
 GG0222.and adjusted by the National Geodetic Survey in June 1991..
 GG0222
 GG0222.The geoid height was determined by GEOID03.
 GG0222
 GG0222.The dynamic height is computed by dividing the NAVD 88
 GG0222.geopotential number by the normal gravity value computed on the
 GG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0222.degrees latitude (g = 980.6199 gals.).
 GG0222
 GG0222.The modeled gravity was interpolated from observed gravity values.
 GG0222
 GG0222;                    North         East    Units  Estimated Accuracy
 GG0222;SPC MO W     -    38,840.      840,020.      MT  (+/- 180 meters Scaled)
 GG0222
 GG0222                          SUPERSEDED SURVEY CONTROL
 GG0222
 GG0222  NGVD 29 (??/??/92)  278.304  (m)          913.07   (f) ADJ UNCH    2 0
 GG0222
 GG0222.Superseded values are not recommended for survey control.
 GG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0222.See file dsdata.txt to determine how the superseded data were derived.
 GG0222
 GG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA557424(NAD 83)
 GG0222_MARKER: DB = BENCH MARK DISK
 GG0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0222_SP_SET: BRIDGE
 GG0222_STAMPING: CC 47 1934
 GG0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0222+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 GG0222
 GG0222  HISTORY     - Date     Condition        Report By
 GG0222  HISTORY     - 1934     MONUMENTED       CGS
 GG0222  HISTORY     - 1988     GOOD             USPSQD
 GG0222  HISTORY     - 20060406 GOOD             MODNR
 GG0222
 GG0222                          STATION DESCRIPTION
 GG0222
 GG0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0222'AT SOUTHWEST CITY.
 GG0222'AT SOUTHWEST CITY, MC DONALD COUNTY, AT THE NORTH END OF MAIN
 GG0222'STREET, 900 FEET SOUTH OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0222'TRACK, AT THE NEW (1934) CONCRETE BRIDGE OVER HONEY CREEK, IN
 GG0222'THE TOP OF THE EAST SIDE OF THE NORTH CONCRETE ABUTMENT, AND
 GG0222'20 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 90.  A STANDARD
 GG0222'DISK, STAMPED CC 47 1934.
 GG0222
 GG0222                          STATION RECOVERY (1988)
 GG0222
 GG0222'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0222'RECOVERED IN GOOD CONDITION.
 GG0222
 GG0222                          STATION RECOVERY (2006)
 GG0222
 GG0222'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0738 ***********************************************************************
 GF0738  DESIGNATION -  CEDAR CREEK LOOKOUT TOWER
 GF0738  PID         -  GF0738
 GF0738  STATE/COUNTY-  MO/TANEY
 GF0738  USGS QUAD   -  PROTEM SW (1968)
 GF0738
 GF0738                         *CURRENT SURVEY CONTROL
 GF0738  ___________________________________________________________________
 GF0738* NAD 83(1997)-  36 33 36.98855(N)    092 58 47.72378(W)     ADJUSTED  
 GF0738* NAVD 88     -                                                        
 GF0738  ___________________________________________________________________
 GF0738  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 GF0738  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GF0738
 GF0738  HORZ ORDER  -  THIRD
 GF0738
 GF0738.The horizontal coordinates were established by classical geodetic methods
 GF0738.and adjusted by the National Geodetic Survey in February 2000..
 GF0738
 GF0738
 GF0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0738
 GF0738.The geoid height was determined by GEOID03.
 GF0738
 GF0738;                    North         East     Units Scale Factor Converg.
 GF0738;SPC MO C     -    80,765.134   457,039.212   MT  0.99995606   -0 17 09.2
 GF0738;UTM  15      - 4,046,094.198   501,796.582   MT  0.99960004   +0 00 43.1
 GF0738
 GF0738                          SUPERSEDED SURVEY CONTROL
 GF0738
 GF0738  NAD 83(1997)-  36 33 36.98921(N)    092 58 47.72367(W) AD(       ) 4
 GF0738  NAD 83(1986)-  36 33 36.99893(N)    092 58 47.72303(W) AD(       ) 4
 GF0738  NAD 27      -  36 33 36.77000(N)    092 58 47.09100(W) AD(       ) 3
 GF0738
 GF0738.Superseded values are not recommended for survey control.
 GF0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0738.See file dsdata.txt to determine how the superseded data were derived.
 GF0738
 GF0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0179746094(NAD 83)
 GF0738_MARKER: 57 = LOOKOUT TOWER
 GF0738
 GF0738  HISTORY     - Date     Condition        Report By
 GF0738  HISTORY     - 1953     FIRST OBSERVED   CGS
 GF0738
 GF0738                          STATION DESCRIPTION
 GF0738
 GF0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0738'THE STATION IS ABOUT 2 MILES SOUTH-SOUTHEAST OF CEDAR CREEK
 GF0738'AND 1 MILE EAST OF COUNTY HIGHWAY K.
 GF0738'
 GF0738'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING AN OBSERVATION
 GF0738'CABIN, THE OVERALL HEIGHT BEING APPROXIMATELY 120 FEET.  THE
 GF0738'POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2477 ***********************************************************************
 JD2477  DESIGNATION -  CEDAR RESET
 JD2477  PID         -  JD2477
 JD2477  STATE/COUNTY-  MO/CALLAWAY
 JD2477  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2477
 JD2477                         *CURRENT SURVEY CONTROL
 JD2477  ___________________________________________________________________
 JD2477* NAD 83(1997)-  38 36 04.06661(N)    092 08 40.27986(W)     ADJUSTED  
 JD2477* NAVD 88     -       267.8    (meters)     879.     (feet)  VERTCON   
 JD2477  ___________________________________________________________________
 JD2477  X           -    -186,774.012 (meters)                     COMP
 JD2477  Y           -  -4,987,761.364 (meters)                     COMP
 JD2477  Z           -   3,957,955.715 (meters)                     COMP
 JD2477  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 JD2477  ELLIP HEIGHT-         235.40  (meters)          (02/17/00) GPS OBS
 JD2477  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JD2477
 JD2477  HORZ ORDER  -  FIRST
 JD2477  ELLP ORDER  -  FOURTH    CLASS I
 JD2477
 JD2477.The horizontal coordinates were established by classical geodetic methods
 JD2477.and adjusted by the National Geodetic Survey in February 2000..
 JD2477
 JD2477.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2477
 JD2477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2477
 JD2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2477
 JD2477.The ellipsoidal height was determined by GPS observations
 JD2477.and is referenced to NAD 83.
 JD2477
 JD2477.The geoid height was determined by GEOID03.
 JD2477
 JD2477;                    North         East     Units Scale Factor Converg.
 JD2477;SPC MO C     -   307,214.402   530,963.887   MT  0.99994514   +0 13 18.4
 JD2477;UTM  15      - 4,272,861.996   574,492.049   MT  0.99966833   +0 32 01.5
 JD2477
 JD2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2477!SPC MO C     -   0.99996307  x   0.99994514  =   0.99990821
 JD2477!UTM  15      -   0.99996307  x   0.99966833  =   0.99963141
 JD2477
 JD2477:                Primary Azimuth Mark                     Grid Az
 JD2477:SPC MO C     -  CEDAR AZ MK                              049 13 22.4
 JD2477:UTM  15      -  CEDAR AZ MK                              048 54 39.3
 JD2477
 JD2477|---------------------------------------------------------------------|
 JD2477| PID    Reference Object                     Distance      Geod. Az  |
 JD2477|                                                           dddmmss.s |
 JD2477| CM3781 CEDAR AZ MK                                        0492640.8 |
 JD2477| JD2474 ALGOA FARMS WATER TANK              APPROX. 9.6 KM 1221253.6 |
 JD2477| JD2478 JEFFERSON CITY STATE HWY PATROL MAS APPROX. 5.1 KM 1621340.2 |
 JD2477| JD2479 JEFFERSON CITY INST WOMEN TANK      APPROX. 3.3 KM 1970748.4 |
 JD2477| JD2484 JEFFERSON CITY ST PEN NE STK        APPROX. 3.3 KM 2030925.8 |
 JD2477| JD2482 JEFFERSON CITY ST PEN SW STK        APPROX. 3.3 KM 2031635.3 |
 JD2477| JD2487 JEFFERSON CITY MO CAPITOL DOME      APPROX. 3.5 KM 2253035.6 |
 JD2477| JD2486 JEFFERSON CITY MO POWER S STK       APPROX. 3.5 KM 2305010.6 |
 JD2477| JD2483 JEFFERSON CITY MO POWER N STK       APPROX. 3.5 KM 2310508.2 |
 JD2477| CN6601 CEDAR RM 1                           26.101 METERS 23252     |
 JD2477| JD2481 JEFFERSON CITY MUN STANDPIPE        APPROX. 3.8 KM 2431420.2 |
 JD2477| JD2480 JEFFERSON CITY RAD STA KWOS         APPROX. 5.6 KM 2492058.8 |
 JD2477| CN6602 CEDAR RM 2                           20.582 METERS 32201     |
 JD2477|---------------------------------------------------------------------|
 JD2477
 JD2477                          SUPERSEDED SURVEY CONTROL
 JD2477
 JD2477  NAD 83(1986)-  38 36 04.07713(N)    092 08 40.28599(W) AD(       ) 1
 JD2477  NAD 27      -  38 36 03.95970(N)    092 08 39.62590(W) AD(       ) 1
 JD2477  NGVD 29 (09/27/93)  267.8    (m)          879.     (f) GPS OBS        
 JD2477
 JD2477.Superseded values are not recommended for survey control.
 JD2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2477.See file dsdata.txt to determine how the superseded data were derived.
 JD2477
 JD2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7449272862(NAD 83)
 JD2477_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2477_STAMPING: CEDAR 1879 1969
 JD2477_MARK LOGO: CGS   
 JD2477_PROJECTION: FLUSH
 JD2477_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2477+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 JD2477
 JD2477  HISTORY     - Date     Condition        Report By
 JD2477  HISTORY     - 1969     MONUMENTED       CGS
 JD2477  HISTORY     - 1973     SEE DESCRIPTION  NGS
 JD2477  HISTORY     - 19920303 GOOD             MODNR
 JD2477  HISTORY     - 19920609 POOR             MODNR
 JD2477
 JD2477                          STATION DESCRIPTION
 JD2477
 JD2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JD2477'THE STATION SURFACE DISK WAS FOUND GONE FROM THE OLD ROCK POST
 JD2477'BUT THE OLD STEM HOLE WAS VISIBLE AND A NEW DISK WAS SET IN THE
 JD2477'OLD STEM HOLE.  THE NEW DISK WAS STAMPED CEDAR
 JD2477'1879 1969.  REFERENCE MARK, REFERENCE MARK NO. 1, REFERENCE
 JD2477'MARK NO. 2, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY
 JD2477'DESCRIBED AND FOUND IN GOOD CONDITION.  THE 1967 TO REACH THE
 JD2477'STATION WAS FOUND ADEQUATE.  THE DISTANCE TO THE OLD REFERENCE
 JD2477'MARK IS 5.80 FEET.  NO OBSERVATIONS WERE TAKEN AT TIME OF
 JD2477'RECOVERY.
 JD2477'
 JD2477'A METAL WITNESS POST WAS SET 1 FOOT NORTHEAST OF THE STATION MARK.
 JD2477'
 JD2477'NOTE--IN NEAR FUTURE IF A HOUSING DEVELOPMENT IS STARTED THE
 JD2477'STATION AND ALL MARK WILL PROBABLY HAVE TO BE MOVED.
 JD2477'
 JD2477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2477'ABOUT 2 MILES EAST OF CEDAR CITY.
 JD2477
 JD2477                          STATION RECOVERY (1973)
 JD2477
 JD2477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLW)
 JD2477'THE STATION WAS VISITED AND THE STATION MARK WAS FOUND TO BE
 JD2477'REMOVED FROM ITS DRILL HOLE AND THE STONE IN WHICH THE MARK
 JD2477'WAS SET HAD BEEN SMASHED.  EVIDENCE OF THE ORIGINAL DRILL HOLE
 JD2477'ARE STILL VISIBLE.
 JD2477'
 JD2477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2477'2 MILES EAST OF CEDAR CITY.
 JD2477
 JD2477                          STATION RECOVERY (1992)
 JD2477
 JD2477'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD2477'DATE OF REPORT 11-30-1992.
 JD2477'STATION  CEDAR RESET.
 JD2477'STATION, AZIMUTH MARKS AND REFERENCE TIES WERE RECOVERED.
 JD2477'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) NORTHEAST OF THE STATE
 JD2477'CAPITOL BUILDING IN JEFFERSON CITY AND ON A VERY HIGH BLUFF
 JD2477'OVERLOOKING THE MISSOURI RIVER, AND IN THE NW 1/4 OF THE SW 1/4 OF
 JD2477'SECTION 11, T44N, R11W.  THE SURFACE MONUMENT HAS BEEN REMOVED BUT
 JD2477'THE UNDERGROUND MARK WAS RECOVERED.  IT IS A STANDARD US COAST AND
 JD2477'GEODETIC SURVEY DISK SET IN CONCRETE.
 JD2477'STATION AND AZIMUTH MARK TO REACH,
 JD2477'TO REACH THE STATION FROM THE CENTER OF THE HIGHWAYS 63, 54, AND 94
 JD2477'OVERPASS ON THE NORTH SIDE OF CEDAR CITY, GO EAST ON HIGHWAY 94 FOR
 JD2477'1.3 MI (2.1 KM) TO A PRIVATE SIDE ROAD ON THE LEFT TURN LEFT AND GO
 JD2477'NORTHWEST UP A VERY STEEP AND WINDING PRIVATE ROAD FOR 0.4 MI
 JD2477'(0.6 KM) TO A SMALL CLEARED AND LEVELED AREA (THE POWER LINE FROM THE
 JD2477'BOTTOM OF THE HILL TURNS WEST IN THE CLEARED AREA).  PARK HERE AND
 JD2477'WALK EASTERLY UP A PARTIALLY CONSTRUCTED ROAD ABOUT 250 PACES TO JUST
 JD2477'SOUTH OF THE HIGH POINT ON THE HILL.  THE STATION IS LOCATED ABOUT 50
 JD2477'FT (15.2 M) NORTH OF THE ROAD ON A VERY HIGH AND PROMINENT HILL.
 JD2477'SPECIAL INFORMATION,
 JD2477'CONTACT THE LANDOWNER BEFORE USING THIS STATION  CHARLES SHEPPERS,
 JD2477'TEL 314/635-9929.  RECON THIS STATION IN DAYLIGHT.
 JD2477'NOTE  THIS UNDERGROUND STATION WAS REMOVED AFTER 1992 OBSERVATIONS AT
 JD2477'OWNERS REQUEST.  THE DISK WAS RECOVERED.
 JD2477
 JD2477                          STATION RECOVERY (1992)
 JD2477
 JD2477'RECOVERY NOTE BY MO DEPT OF NAT RES 1992 (BDC)
 JD2477'THE STATION WAS RECOVERED IN POOR CONDITION.  THE TOP OF THE STONE
 JD2477'POST HAS BEEN CHIPPED AND THE DISK IS MISSING.  THE STATION IS ON
 JD2477'PRIVATE PROPERTY, THE LAWNOWNER HAS PLANS TO PUT IN A HOUSING
 JD2477'DEVELOPMENT AND THE STATION SITE IS TO BE LOWERED BY SEVERAL FEET, AT
 JD2477'HIS REQUEST THE STATION WAS REMOVED FROM THIS PROPERTY, THERE WAS NO
 JD2477'RESET FOR THIS MARK.  THE STONE POST AND THE BOTTLE WITH ASHES WERE
 JD2477'RECOVERED AND REMOVED TO THIS OFFICE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1409 ***********************************************************************
 KE1409  DESIGNATION -  CEMENT
 KE1409  PID         -  KE1409
 KE1409  STATE/COUNTY-  MO/JACKSON
 KE1409  USGS QUAD   -  LIBERTY (1990)
 KE1409
 KE1409                         *CURRENT SURVEY CONTROL
 KE1409  ___________________________________________________________________
 KE1409* NAD 83(1997)-  39 08 06.78661(N)    094 25 29.12449(W)     ADJUSTED  
 KE1409* NAVD 88     -       259.     (meters)     850.     (feet)  VERTCON   
 KE1409  ___________________________________________________________________
 KE1409  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 KE1409  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KE1409
 KE1409  HORZ ORDER  -  SECOND
 KE1409
 KE1409.The horizontal coordinates were established by classical geodetic methods
 KE1409.and adjusted by the National Geodetic Survey in February 2000..
 KE1409
 KE1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1409
 KE1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1409
 KE1409.The geoid height was determined by GEOID03.
 KE1409
 KE1409;                    North         East     Units Scale Factor Converg.
 KE1409;SPC MO W     -   329,462.726   856,505.241   MT  0.99994170   +0 02 51.0
 KE1409;UTM  15      - 4,332,748.530   376,860.366   MT  0.99978671   -0 53 57.7
 KE1409
 KE1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1409!SPC MO W     -   0.99996446  x   0.99994170  =   0.99990617
 KE1409!UTM  15      -   0.99996446  x   0.99978671  =   0.99975118
 KE1409
 KE1409:                Primary Azimuth Mark                     Grid Az
 KE1409:SPC MO W     -  GRANITE                                  301 19 01.7
 KE1409:UTM  15      -  GRANITE                                  302 15 50.4
 KE1409
 KE1409|---------------------------------------------------------------------|
 KE1409| PID    Reference Object                     Distance      Geod. Az  |
 KE1409|                                                           dddmmss.s |
 KE1409| KE1410 GRANITE                             APPROX. 5.1 KM 3012152.7 |
 KE1409| KE1407 BUSTER 2                            APPROX. 7.4 KM 3053533.8 |
 KE1409| KE1394 KANSAS CITY NE TANK                 APPROX. 8.3 KM 3102533.7 |
 KE1409|---------------------------------------------------------------------|
 KE1409
 KE1409                          SUPERSEDED SURVEY CONTROL
 KE1409
 KE1409  NAD 83(1997)-  39 08 06.78663(N)    094 25 29.12451(W) AD(       ) 2
 KE1409  NAD 83(1986)-  39 08 06.79388(N)    094 25 29.12070(W) AD(       ) 2
 KE1409  NAD 27      -  39 08 06.78147(N)    094 25 28.29659(W) AD(       ) 2
 KE1409  NGVD 29 (07/19/86)  259.     (m)          850.     (f) VERT ANG       
 KE1409
 KE1409.Superseded values are not recommended for survey control.
 KE1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1409.See file dsdata.txt to determine how the superseded data were derived.
 KE1409
 KE1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7686032749(NAD 83)
 KE1409_MARKER: DD = SURVEY DISK
 KE1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1409+STABILITY: SURFACE MOTION
 KE1409
 KE1409  HISTORY     - Date     Condition        Report By
 KE1409  HISTORY     - 1974     MONUMENTED       USE
 KE1409
 KE1409                          STATION DESCRIPTION
 KE1409
 KE1409'DESCRIBED BY US ENGINEERS 1974
 KE1409'JACKSON CO., MO., T-50-N, R-32-W, ABOUT 1750 FT N. AND 1400 FT
 KE1409'W. OF SE. COR. SEC. 22.  LOCATED ON OVERLOOK ABOUT 59 FT NNW. OF
 KE1409'ROAD TO CEMENT CITY.  A C OF E DISC STAMPED CEMENT-1974, SET IN
 KE1409'TOP OF ROUND CONCRETE POST .4 FT BELOW GROUND.
 KE1409'
 KE1409'TO REACH--
 KE1409'
 KE1409'FROM JUNCTION OF STATE HWY. 291 AND COURTNEY RD., GO WEST ON
 KE1409'COURTNEY RD. 1.6 MILES TO KENTUCKY RD.  THENCE RIGHT ON KENTUCKY
 KE1409'RD. .95 MILE TO RIVER BLVD.  THENCE RIGHT ON RIVER BLVD. TO
 KE1409'RD. TO KANSAS CITY PLANT-MISSOURI PORTLAND CEMENT CO., THENCE LEFT
 KE1409'.25 MILE TO STATION ON LEFT AT OVERLOOK.
 KE1409'
 KE1409'REFERENCES--2.45 FT NNW. TO STEEL POST AND SIGN.
 KE1409'
 KE1409'1.75 FT SSE. TO STEEL POST AND SIGN.
 KE1409'
 KE1409'21.45 FT SSW. TO SHINER IN POWER POLE.
 KE1409'
 KE1409'28.28 FT NNE. TO CHISELED TRIANGLE ON CONCRETE WALL.
 KE1409'
 KE1409'90.32 FT SSE. TO SHINER IN POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1679 ***********************************************************************
 JC1679  DESIGNATION -  CENSUS
 JC1679  PID         -  JC1679
 JC1679  STATE/COUNTY-  MO/JEFFERSON
 JC1679  USGS QUAD   -  DE SOTO (1981)
 JC1679
 JC1679                         *CURRENT SURVEY CONTROL
 JC1679  ___________________________________________________________________
 JC1679* NAD 83(1997)-  38 08 13.18825(N)    090 34 26.46101(W)     ADJUSTED  
 JC1679* NAVD 88     -       193.     (meters)     633.     (feet)  VERTCON   
 JC1679  ___________________________________________________________________
 JC1679  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 JC1679  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 JC1679
 JC1679  HORZ ORDER  -  THIRD
 JC1679
 JC1679.The horizontal coordinates were established by classical geodetic methods
 JC1679.and adjusted by the National Geodetic Survey in February 2000..
 JC1679.No horizontal observational check was made to the station.
 JC1679
 JC1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1679
 JC1679.Photographs are available for this station.
 JC1679
 JC1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1679
 JC1679.The geoid height was determined by GEOID03.
 JC1679
 JC1679;                    North         East     Units Scale Factor Converg.
 JC1679;SPC MO E     -   255,640.135   243,511.454   MT  0.99993385   -0 02 44.6
 JC1679;UTM  15      - 4,223,795.877   712,613.209   MT  1.00015676   +1 29 55.4
 JC1679
 JC1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1679!SPC MO E     -   0.99997442  x   0.99993385  =   0.99990827
 JC1679!UTM  15      -   0.99997442  x   1.00015676  =   1.00013118
 JC1679
 JC1679|---------------------------------------------------------------------|
 JC1679| PID    Reference Object                     Distance      Geod. Az  |
 JC1679|                                                           dddmmss.s |
 JC1679| AI9771 CENSUS RM 1                          26.401 METERS 02035     |
 JC1679| JC1678 CENSUS RM 2                          27.144 METERS 13546     |
 JC1679|---------------------------------------------------------------------|
 JC1679
 JC1679                          SUPERSEDED SURVEY CONTROL
 JC1679
 JC1679  NAD 83(1997)-  38 08 13.19166(N)    090 34 26.46136(W) AD(       ) 3
 JC1679  NAD 83(1986)-  38 08 13.20243(N)    090 34 26.45853(W) AD(       ) 3
 JC1679  NAD 27      -  38 08 13.00104(N)    090 34 25.99973(W) AD(       ) 3
 JC1679  NGVD 29 (07/19/86)  193.     (m)          633.     (f) VERT ANG       
 JC1679
 JC1679.Superseded values are not recommended for survey control.
 JC1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1679.See file dsdata.txt to determine how the superseded data were derived.
 JC1679
 JC1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1261323796(NAD 83)
 JC1679_MARKER: DD = SURVEY DISK
 JC1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1679_PROJECTION: PROJECTING 8 CENTIMETERS
 JC1679_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1679+STABILITY: SURFACE MOTION
 JC1679
 JC1679  HISTORY     - Date     Condition        Report By
 JC1679  HISTORY     - 1980     MONUMENTED       NGS
 JC1679  HISTORY     - 1982     GOOD             NGS
 JC1679
 JC1679                          STATION DESCRIPTION
 JC1679
 JC1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JC1679'THE STATION IS LOCATED IN THE SOUTHWEST PART OF DE SOTO, ABOUT 1.6 KM
 JC1679'(1 MI) WEST OF CENTER OF THE CITY, 0.4 KM (0.25 MI) SOUTH OF STATE
 JC1679'ROAD N, 0.16 KM (0.1 MI) EAST OF STATE HIGHWAY 21, ON THE EASTERN
 JC1679'SLOPE OF A RIDGE, ABOUT 3 METERS (10 FT) LOWER THAN THE HIGHEST PART
 JC1679'OF THE RIDGE, AND IN KOCH PARK, ON PROPERTY OWNED BY THE AIT
 JC1679'CORPORATION OF DE SOTO.  THE PARK MANAGER IS MR. IVAN GIBSON, 104
 JC1679'SOUTH 21 HIGHWAY, DE SOTO, MISSOURI 63020.
 JC1679'
 JC1679'TO REACH THE STATION FROM INTERSECTION OF STATE HIGHWAY 21 AND STATE
 JC1679'N, IN THE WEST PART OF DE SOTO, AND AT THE SOUTHWEST CORNER OF THE
 JC1679'JEFFERSON SQUARE SHOPPING CENTER, GOEAST ON ROAD N FOR 0.72 KM (0.45
 JC1679'MI) TO A HOUSE AND GRAVELED ROAD, WHICH IS THE ENTRANCE TO KOCH PARK,
 JC1679'ON THE RIGHT.  TURN RIGHT AND GO DOWNHILL, PASSING TO THE WEST OF THE
 JC1679'HOUSE, FOR 0.40 KM (0.25 MK) TO THE WEST END OF A DAM FROM A SMALL
 JC1679'POND AND THE STATION.
 JC1679'
 JC1679'THE STATION IS A BRONZE DISK, BEARING THE LEGEND NATIONAL GEODETIC
 JC1679'SURVEY DEPARTMENT OF COMMERCE NOAA CENSUS 1980 CENTER OF POPULATION
 JC1679'LAT 38 8 13 N LONG 90 34 26 W JEFFERSON COUNTY, MO, WITH A TRIANGLE
 JC1679'AND DOT AT ITS CENTER.
 JC1679'
 JC1679'THE STATION IS SET INTO A ROUND CONCRETE MONUMENT, 14 INCHES (36 CM)
 JC1679'IN DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.
 JC1679'
 JC1679'LOCATED 172 FEET (52.4 METERS) WEST FROM THE WEST END OF AN EARTHEN
 JC1679'DAM OF THE POND, 25.5 FEET (7.77 METERS) NORTH FROM AN 8-INCH DIAMETER
 JC1679'CEDAR TREE, 15.5 FEET (4.72 METERS) SOUTHEAST FROM A 6-INCH DIAMETER
 JC1679'CEDAR TREE AND 2.5 FEET (0.76) METERS SOUTHWEST FROM A WITNESS POST.
 JC1679'
 JC1679'THE UNDERGROUND MARK IS IDENTICAL TO THE SURFACE DISK.
 JC1679'
 JC1679'THE UNDER MARK IS SET INTO BEDROCK 1.83 FEET (0.6 METERS) BELOW THE
 JC1679'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ3110 ***********************************************************************
 AJ3110  DESIGNATION -  CENSUS 2000
 AJ3110  PID         -  AJ3110
 AJ3110  STATE/COUNTY-  MO/PHELPS
 AJ3110  USGS QUAD   -  EDGAR SPRINGS (1954)
 AJ3110
 AJ3110                         *CURRENT SURVEY CONTROL
 AJ3110  ___________________________________________________________________
 AJ3110* NAD 83(1997)-  37 42 28.97934(N)    091 52 03.69095(W)     ADJUSTED  
 AJ3110* NAVD 88     -       368.675  (meters)    1209.56   (feet)  ADJUSTED  
 AJ3110  ___________________________________________________________________
 AJ3110  X           -    -164,671.738 (meters)                     COMP
 AJ3110  Y           -  -5,049,897.872 (meters)                     COMP
 AJ3110  Z           -   3,880,064.918 (meters)                     COMP
 AJ3110  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AJ3110  ELLIP HEIGHT-         338.22  (meters)          (07/19/01) GPS OBS
 AJ3110  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AJ3110  DYNAMIC HT  -         368.390 (meters)    1208.63  (feet)  COMP
 AJ3110  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 AJ3110
 AJ3110  HORZ ORDER  -  B
 AJ3110  VERT ORDER  -  SECOND    CLASS II
 AJ3110  ELLP ORDER  -  FOURTH    CLASS I
 AJ3110
 AJ3110.The horizontal coordinates were established by GPS observations
 AJ3110.and adjusted by the National Geodetic Survey in July 2001..
 AJ3110
 AJ3110.The orthometric height was determined by differential leveling
 AJ3110.and adjusted by the National Geodetic Survey in August 2001..
 AJ3110
 AJ3110.Photographs are available for this station.
 AJ3110
 AJ3110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3110
 AJ3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3110
 AJ3110.The ellipsoidal height was determined by GPS observations
 AJ3110.and is referenced to NAD 83.
 AJ3110
 AJ3110.The geoid height was determined by GEOID03.
 AJ3110
 AJ3110.The dynamic height is computed by dividing the NAVD 88
 AJ3110.geopotential number by the normal gravity value computed on the
 AJ3110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3110.degrees latitude (g = 980.6199 gals.).
 AJ3110
 AJ3110.The modeled gravity was interpolated from observed gravity values.
 AJ3110
 AJ3110;                    North         East     Units Scale Factor Converg.
 AJ3110;SPC MO C     -   208,217.923   555,753.194   MT  0.99997161   +0 23 12.3
 AJ3110;UTM  15      - 4,174,026.606   599,808.099   MT  0.99972270   +0 41 33.4
 AJ3110
 AJ3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3110!SPC MO C     -   0.99994693  x   0.99997161  =   0.99991854
 AJ3110!UTM  15      -   0.99994693  x   0.99972270  =   0.99966964
 AJ3110
 AJ3110|---------------------------------------------------------------------|
 AJ3110| PID    Reference Object                     Distance      Geod. Az  |
 AJ3110|                                                           dddmmss.s |
 AJ3110| HC1100 K 336                                94.960 METERS 00628     |
 AJ3110| HC0880 EDGAR                               115.091 METERS 15237     |
 AJ3110| AJ3108 EDGAR RM 2                           76.379 METERS 16140     |
 AJ3110|---------------------------------------------------------------------|
 AJ3110
 AJ3110                          SUPERSEDED SURVEY CONTROL
 AJ3110
 AJ3110  NAVD 88 (07/19/01)  368.67   (m)         1209.5    (f) LEVELING    3  
 AJ3110
 AJ3110.Superseded values are not recommended for survey control.
 AJ3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3110.See file dsdata.txt to determine how the superseded data were derived.
 AJ3110
 AJ3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9980874027(NAD 83)
 AJ3110_MARKER: DV = VERTICAL CONTROL DISK
 AJ3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3110_STAMPING: CENTER OF POPULATION CENSUS 2000
 AJ3110_MARK LOGO: NGS   
 AJ3110_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3110+STABILITY: SURFACE MOTION
 AJ3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3110+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 AJ3110
 AJ3110  HISTORY     - Date     Condition        Report By
 AJ3110  HISTORY     - 2001     MONUMENTED       NGS
 AJ3110  HISTORY     - 20031004 GOOD             INDIV
 AJ3110  HISTORY     - 20050729 GOOD             INDIV
 AJ3110
 AJ3110                          STATION DESCRIPTION
 AJ3110
 AJ3110'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (DRD)
 AJ3110'19.5 MILES (31.4 KM) SOUTH ALONG U.S.  HIGHWAY 63 FROM THE JUNCTION OF
 AJ3110'KINGS HIGHWAY IN ROLLA, TO THE JUNCTION FOR COUNTY ROADS FF AND M
 AJ3110'THENCE 0.05 MILE (0.08 KM) EAST AONG COUNTY ROAD FF TO A Y JUNCTION
 AJ3110'AND BENCH MARK ON EAST SIDE OF Y JUNCTION ON THE EDGE OF A FIELD ALSO
 AJ3110'0.3 MILES (0.5 KM) NORTH ALONG COUNTY ROAD FF FROM THE POST OFFICE IN
 AJ3110'EDGAR SPRINGS.  20.65 M (67.75 FT) EAST OF THE CENTERLINE OF COUNTY
 AJ3110'ROAD FF, 23.2 M (76.1 FT) SOUTHWEST OF A POWER POLE WITH ONE GUY
 AJ3110'NUMBER INTER COUNTY ELECTRIC NUMBER 95117, 35.5 M (116.5 FT)
 AJ3110'WEST-SOUTHWEST OF THE CENTER OF A STEEL LID FOR A WATER METER, 28.5 M
 AJ3110'(93.5 FT) SOUTHEAST OF THE JUNCTION OF OLD U.S. HWY 63 AND DIRT ROAD
 AJ3110'EAST FOR ENTRANCE TO CEMETERY. NOTE--A SPECIAL DISK FOR CENSUS 2000
 AJ3110'WAS MADE BY BERNTSEN INTERNATIONAL, INC., AND SINCE NATIONAL GEODETIC
 AJ3110'SURVEY WAS INSCRIBED IN THE DISK, IT WAS GIVEN A NGS MARKER TYPE CODE.
 AJ3110
 AJ3110                          STATION RECOVERY (2003)
 AJ3110
 AJ3110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (NMC)
 AJ3110'RECOVERED IN GOOD CONDITION.
 AJ3110
 AJ3110                          STATION RECOVERY (2005)
 AJ3110
 AJ3110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 AJ3110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1678 ***********************************************************************
 JC1678  DESIGNATION -  CENSUS RM 2
 JC1678  PID         -  JC1678
 JC1678  STATE/COUNTY-  MO/JEFFERSON
 JC1678  USGS QUAD   -  DE SOTO (1981)
 JC1678
 JC1678                         *CURRENT SURVEY CONTROL
 JC1678  ___________________________________________________________________
 JC1678* NAD 83(1997)-  38 08 12.55746(N)    090 34 25.68346(W)     ADJUSTED  
 JC1678* NAVD 88     -       189.     (meters)     620.     (feet)  VERTCON   
 JC1678  ___________________________________________________________________
 JC1678  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 JC1678  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 JC1678
 JC1678  HORZ ORDER  -  SECOND
 JC1678
 JC1678.The horizontal coordinates were established by classical geodetic methods
 JC1678.and adjusted by the National Geodetic Survey in February 2000..
 JC1678
 JC1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1678
 JC1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1678
 JC1678.The geoid height was determined by GEOID03.
 JC1678
 JC1678;                    North         East     Units Scale Factor Converg.
 JC1678;SPC MO E     -   255,620.672   243,530.373   MT  0.99993385   -0 02 44.1
 JC1678;UTM  15      - 4,223,776.926   712,632.649   MT  1.00015687   +1 29 55.8
 JC1678
 JC1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1678!SPC MO E     -   0.99997505  x   0.99993385  =   0.99990890
 JC1678!UTM  15      -   0.99997505  x   1.00015687  =   1.00013191
 JC1678
 JC1678:                Primary Azimuth Mark                     Grid Az
 JC1678:SPC MO E     -  DE SOTO AZ MK 2                          035 04 02.4
 JC1678:UTM  15      -  DE SOTO AZ MK 2                          033 31 22.5
 JC1678
 JC1678|---------------------------------------------------------------------|
 JC1678| PID    Reference Object                     Distance      Geod. Az  |
 JC1678|                                                           dddmmss.s |
 JC1678| JC1677 DE SOTO AZ MK 2                     411.915 METERS 0350118.3 |
 JC1678| JC1679 CENSUS                               27.144 METERS 31546     |
 JC1678|---------------------------------------------------------------------|
 JC1678
 JC1678                          SUPERSEDED SURVEY CONTROL
 JC1678
 JC1678  NAD 83(1997)-  38 08 12.56088(N)    090 34 25.68380(W) AD(       ) 2
 JC1678  NAD 83(1986)-  38 08 12.57165(N)    090 34 25.68098(W) AD(       ) 2
 JC1678  NAD 27      -  38 08 12.37024(N)    090 34 25.22221(W) AD(       ) 2
 JC1678  NGVD 29 (07/19/86)  189.     (m)          620.     (f) VERT ANG       
 JC1678
 JC1678.Superseded values are not recommended for survey control.
 JC1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1678.See file dsdata.txt to determine how the superseded data were derived.
 JC1678
 JC1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1263323777(NAD 83)
 JC1678_MARKER: DR = REFERENCE MARK DISK
 JC1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1678_STAMPING: CENSUS 1980 NO 2 1982
 JC1678_PROJECTION: FLUSH
 JC1678_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1678+STABILITY: SURFACE MOTION
 JC1678
 JC1678  HISTORY     - Date     Condition        Report By
 JC1678  HISTORY     - 1980     MONUMENTED       NGS
 JC1678  HISTORY     - 1982     GOOD             NGS
 JC1678
 JC1678                          STATION DESCRIPTION
 JC1678
 JC1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JC1678'THE STATION IS LOCATED IN KOCH PARK, IN THE WEST PART OF DE SOTO.
 JC1678' 
 JC1678'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 21 AND STATE ROAD N,
 JC1678'IN THE WEST PART OF DE SOTO, GO EAST ON ROAD N FOR 0.72 KM (0.45 MI)
 JC1678'TO THE ENTRANCE TO KOCH PARK ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 JC1678'A GRAVELED ROAD FOR 0.4 KM (0.25 MI) TO THE WEST END OF A DAM FROM A
 JC1678'SMALL POND AND THE MARK ABOUT 45 METERS (150 FT) SOUTHWEST OF THE DAM.
 JC1678'STATION MARK IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED CENSUS
 JC1678'1980 NO. 2 1982 THAT IS FLUSH WITH THE GROUND.  IT IS 7.3 M (24.0 FT)
 JC1678'SOUTHEAST OF A TRIPLE TRUNKED OAK TREE, 2.53 M (8.3 FT) NORTHWEST OF A
 JC1678'5-INCH CEDAR TREE AND 0.64 M (2.1 FT) NORTHWEST OF A WITNESS POST.
 JC1678'THE MARK IS IMBEDDED IN THE GROUND AND IS SURROUNDED BY CONCRETE.
 JC1678'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0636 ***********************************************************************
 KC0636  DESIGNATION -  CENTER
 KC0636  PID         -  KC0636
 KC0636  STATE/COUNTY-  MO/RALLS
 KC0636  USGS QUAD   -  NEW LONDON (1991)
 KC0636
 KC0636                         *CURRENT SURVEY CONTROL
 KC0636  ___________________________________________________________________
 KC0636* NAD 83(1997)-  39 31 35.64682(N)    091 29 05.41616(W)     ADJUSTED  
 KC0636* NAVD 88     -       224.00   (+/-2cm)     734.9    (feet)  VERTCON   
 KC0636  ___________________________________________________________________
 KC0636  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 KC0636  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0636
 KC0636  HORZ ORDER  -  FIRST
 KC0636  VERT ORDER  -  THIRD ? (See Below)
 KC0636
 KC0636.The horizontal coordinates were established by classical geodetic methods
 KC0636.and adjusted by the National Geodetic Survey in February 2000..
 KC0636
 KC0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0636.The vertical order pertains to the NGVD 29 superseded value.
 KC0636
 KC0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0636
 KC0636.The geoid height was determined by GEOID03.
 KC0636
 KC0636;                    North         East     Units Scale Factor Converg.
 KC0636;SPC MO E     -   410,349.967   165,327.835   MT  1.00002157   -0 37 36.6
 KC0636;SPC MO C     -   410,378.931   587,279.375   MT  1.00002709   +0 38 46.1
 KC0636;UTM  15      - 4,376,309.116   630,225.455   MT  0.99980880   +0 57 52.0
 KC0636
 KC0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0636!SPC MO E     -   0.99996995  x   1.00002157  =   0.99999152
 KC0636!SPC MO C     -   0.99996995  x   1.00002709  =   0.99999704
 KC0636!UTM  15      -   0.99996995  x   0.99980880  =   0.99977875
 KC0636
 KC0636|---------------------------------------------------------------------|
 KC0636| PID    Reference Object                     Distance      Geod. Az  |
 KC0636|                                                           dddmmss.s |
 KC0636| CL9042 CENTER RM 1                          25.387 METERS 04735     |
 KC0636| CL9041 CENTER AZ MK                                       0513851.8 |
 KC0636| KC0638 NEW LONDON MUNICIPAL TANK           APPROX. 9.4 KM 0521540.2 |
 KC0636| KC0637 NEW LONDON RADIO KAA 308 MAST       APPROX. 8.7 KM 0542922.2 |
 KC0636| KC0663 PERRY MUNICIPAL TANK                APPROX.18.9 KM 2345606.1 |
 KC0636| CL9043 CENTER RM 2                          24.919 METERS 24020     |
 KC0636|---------------------------------------------------------------------|
 KC0636
 KC0636                          SUPERSEDED SURVEY CONTROL
 KC0636
 KC0636  NAD 83(1997)-  39 31 35.64876(N)    091 29 05.41766(W) AD(       ) 1
 KC0636  NAD 83(1997)-  39 31 35.65357(N)    091 29 05.41948(W) AD(       ) 1
 KC0636  NAD 83(1986)-  39 31 35.65371(N)    091 29 05.41969(W) AD(       ) 1
 KC0636  NAD 27      -  39 31 35.49930(N)    091 29 04.86650(W) AD(       ) 1
 KC0636  NGVD 29 (07/19/86)  224.02   (m)          735.0    (f) LEVELING    3  
 KC0636
 KC0636.Superseded values are not recommended for survey control.
 KC0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0636.See file dsdata.txt to determine how the superseded data were derived.
 KC0636
 KC0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD3022576309(NAD 83)
 KC0636_MARKER: DS = TRIANGULATION STATION DISK
 KC0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0636+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1997
 KC0636
 KC0636  HISTORY     - Date     Condition        Report By
 KC0636  HISTORY     - 1958     MONUMENTED       CGS
 KC0636  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KC0636  HISTORY     - 1968     GOOD             USGS
 KC0636  HISTORY     - 19970303 GOOD             MOHC
 KC0636
 KC0636                          STATION DESCRIPTION
 KC0636
 KC0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 KC0636'THE STATION IS ABOUT 6 MILES SOUTHWEST OF NEW LONDON, ABOUT 3
 KC0636'MILES NORTHEAST OF CENTER AND ON ROAD RIGHT-OF-WAY.  IT IS 177
 KC0636'FEET SOUTHWEST OF A POWER LINE POLE, 173.5 FEET NORTHEAST OF A
 KC0636'T-FENCE CORNER, 40 FEET NORTHWEST OF THE CENTERLINE OF STATE
 KC0636'HIGHWAY 19 AND 10 FEET SOUTHEAST OF A FENCE AND A WHITE WITNESS
 KC0636'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CENTER
 KC0636'1958.
 KC0636'
 KC0636'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 KC0636'STATE HIGHWAY 19 AT THE SOUTH EDGE OF NEW LONDON, GO SOUTHWEST
 KC0636'ON HIGHWAY 19 FOR 4.25 MILES TO A GRAVELED CROSSROAD (COUNTY ROAD
 KC0636'F).  CONTINUE SOUTHWEST ON HIGHWAY 19 FOR 1.35 MILES TO THE
 KC0636'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTHWEST ON
 KC0636'HIGHWAY 19 FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 KC0636'DESCRIBED.
 KC0636'
 KC0636'REFERENCE MARK 1 IS 82 FEET NORTHEAST OF THE WHITE WITNESS POST,
 KC0636'48 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 KC0636'SOUTHEAST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 KC0636'STAMPED CENTER NO 1 1958.
 KC0636'
 KC0636'REFERENCE MARK 2 IS 80 FEET SOUTHWEST OF THE WHITE WITNESS POST,
 KC0636'46 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 KC0636'SOUTHEAST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 KC0636'STAMPED CENTER NO 2 1958.
 KC0636'
 KC0636'THE AZIMUTH MARK IS 51 FEET SOUTHEAST OF THE CENTERLINE OF
 KC0636'THE HIGHWAY, 3 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET
 KC0636'SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A
 KC0636'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 KC0636'CENTER 1958.
 KC0636'
 KC0636'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 163.93 FEET.
 KC0636'
 KC0636'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KC0636
 KC0636                          STATION RECOVERY (1967)
 KC0636
 KC0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KC0636'THE STATION SURFACE MARK WAS DESTROYED BY ROAD CONSTRUCTION,
 KC0636'BUT THE UNDERGROUND MARK WAS RECOVERED AND FOUND IN GOOD
 KC0636'CONDITION.  A NEW SURFACE MARK WAS SET.
 KC0636'
 KC0636'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 KC0636'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KC0636'
 KC0636'FOLLOWING IS A COMPLETE DESCRIPTION.
 KC0636'
 KC0636'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 KC0636'STATE HIGHWAY 19 AT THE SOUTHWEST EDGE OF NEW LONDON, GO
 KC0636'SOUTHWEST ON STATE HIGHWAY 19 FOR 4.2 MILES TO A CROSSROAD
 KC0636'AND JUNCTION OF COUNTY ROAD F.  CONTINUE SOUTHWEST ON STATE
 KC0636'HIGHWAY 19 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KC0636'CONTINUE SOUTHWEST ON STATE HIGHWAY 19 FOR 0.2 MILE TO THE
 KC0636'STATION ON THE RIGHT.
 KC0636'
 KC0636'STATION MARK, A STANDARD DISK STAMPED CENTER 1958 1967, IS SET
 KC0636'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 KC0636'SURFACE OF THE GROUND.  IT IS 177 FEET SOUTHWEST OF A POWERLINE
 KC0636'POLE, 173.5 FEET NORTHEAST OF A T-FENCE CORNER, 39.5 FEET
 KC0636'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 19, AND 9.8 FEET
 KC0636'SOUTH-SOUTHEAST OF A METAL WITNESS POST SET IN THE RIGHT-OF-WAY
 KC0636'FENCE.  THE UNDERGROUND MARK, A STANDARD DISK STAMPED CENTER
 KC0636'1958, IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 KC0636'SURFACE OF THE GROUND.
 KC0636'
 KC0636'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CENTER NO. 1 1958,
 KC0636'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KC0636'THE SURFACE OF THE GROUND.  IT IS 47.5 FEET NORTHWEST OF THE
 KC0636'CENTER OF THE HIGHWAY AND 1 FOOT SOUTHWEST OF THE FENCE.
 KC0636'
 KC0636'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CENTER NO. 2 1958,
 KC0636'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KC0636'THE SURFACE OF THE GROUND.  IT IS 48 FEET NORTHWEST OF THE CENTER
 KC0636'OF THE HIGHWAY AND 1.5 FEET SOUTH OF THE FENCE.
 KC0636'
 KC0636'AZIMUTH MARK, A STANDARD DISK STAMPED CENTER 1958, IS SET IN
 KC0636'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 KC0636'OF THE GROUND.  IT IS 51 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KC0636'HIGHWAY, 3 FEET SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT
 KC0636'NORTHEAST OF A METAL WITNESS POST.
 KC0636'
 KC0636'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES
 KC0636'NORTHEAST OF CENTER
 KC0636
 KC0636                          STATION RECOVERY (1968)
 KC0636
 KC0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KC0636'ALL MARKS RECOVERED AS DESCRIBED.
 KC0636'
 KC0636'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI. SW OF
 KC0636'NEW LONDON.
 KC0636
 KC0636                          STATION RECOVERY (1997)
 KC0636
 KC0636'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1997 (DM)
 KC0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1221 ***********************************************************************
 KD1221  DESIGNATION -  CENTER
 KD1221  PID         -  KD1221
 KD1221  STATE/COUNTY-  MO/CARROLL
 KD1221  USGS QUAD   -  STANDISH (1978)
 KD1221
 KD1221                         *CURRENT SURVEY CONTROL
 KD1221  ___________________________________________________________________
 KD1221* NAD 83(1997)-  39 25 06.77331(N)    093 28 33.83871(W)     ADJUSTED  
 KD1221* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 KD1221  ___________________________________________________________________
 KD1221  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KD1221  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD1221
 KD1221  HORZ ORDER  -  THIRD
 KD1221
 KD1221.The horizontal coordinates were established by classical geodetic methods
 KD1221.and adjusted by the National Geodetic Survey in February 2000..
 KD1221
 KD1221.The orthometric height was scaled from a topographic map.
 KD1221
 KD1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1221
 KD1221.The geoid height was determined by GEOID03.
 KD1221
 KD1221;                    North         East     Units Scale Factor Converg.
 KD1221;SPC MO C     -   398,349.300   415,952.100   MT  1.00002028   -0 37 11.3
 KD1221;UTM  15      - 4,363,333.098   459,020.462   MT  0.99962068   -0 18 08.3
 KD1221
 KD1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1221!SPC MO C     -   0.99996761  x   1.00002028  =   0.99998789
 KD1221!UTM  15      -   0.99996761  x   0.99962068  =   0.99958830
 KD1221
 KD1221|---------------------------------------------------------------------|
 KD1221| PID    Reference Object                     Distance      Geod. Az  |
 KD1221|                                                           dddmmss.s |
 KD1221| CL9039 CENTER RM 1                          25.378 METERS 18321     |
 KD1221| CL9038 CENTER AZ MK                                       2024144.2 |
 KD1221| CL9040 CENTER RM 2                          26.617 METERS 29214     |
 KD1221|---------------------------------------------------------------------|
 KD1221
 KD1221                          SUPERSEDED SURVEY CONTROL
 KD1221
 KD1221  NAD 83(1997)-  39 25 06.77596(N)    093 28 33.84217(W) AD(       ) 3
 KD1221  NAD 83(1986)-  39 25 06.77823(N)    093 28 33.84032(W) AD(       ) 3
 KD1221  NAD 27      -  39 25 06.69060(N)    093 28 33.07580(W) AD(       ) 3
 KD1221
 KD1221.Superseded values are not recommended for survey control.
 KD1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1221.See file dsdata.txt to determine how the superseded data were derived.
 KD1221
 KD1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5902063333(NAD 83)
 KD1221_MARKER: DS = TRIANGULATION STATION DISK
 KD1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1221
 KD1221  HISTORY     - Date     Condition        Report By
 KD1221  HISTORY     - 1948     MONUMENTED       CGS
 KD1221  HISTORY     - 1964     GOOD             CGS
 KD1221
 KD1221                          STATION DESCRIPTION
 KD1221
 KD1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1221'STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF CARROLLTON ON
 KD1221'THE RIGHT-OF-WAY OF U.S. HIGHWAY 65, 0.15 MILE SOUTH OF A
 KD1221'CROSSROAD AND THE CENTER GROVE SCHOOLHOUSE.  IT IS 37.5 FEET
 KD1221'EAST OF THE CENTER OF THE HIGHWAY, 52.5 FEET SOUTH OF THE
 KD1221'CENTER OF A DRIVEWAY LEADING EAST TO A FARMHOUSE AND 14 FEET
 KD1221'WEST OF THE FENCE LINE.  IT IS STAMPED CENTER 1948 AND PROJECTS
 KD1221'2 INCHES.
 KD1221'
 KD1221'REFERENCE MARK NO. 1 IS 48 FEET EAST OF THE CENTER OF U.S.
 KD1221'65, 2 FEET WEST OF THE FENCE LINE AND 3 FEET NORTH OF A
 KD1221'TELEPHONE POLE.  IT IS STAMPED CENTER NO 1 1948 AND PROJECTS
 KD1221'1 INCH.
 KD1221'
 KD1221'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE CENTER OF U.S. 65
 KD1221'AND 2 FEET EAST OF THE FENCE LINE.  IT IS STAMPED CENTER NO
 KD1221'2 1948 AND IS FLUSH WITH THE GROUND.
 KD1221'
 KD1221'AZIMUTH MARK IS 34 FEET WEST OF THE CENTER OF U.S. 65, 16.5
 KD1221'FEET EAST OF THE FENCE LINE, 2 FEET NORTH OF A WITNESS POST
 KD1221'AND 60 FEET NORTH-NORTHEAST OF A FENCE CORNER AT THE NORTHEAST
 KD1221'CORNER OF A FARMYARD.  IT IS STAMPED CENTER 1948 AND PROJECTS
 KD1221'3 INCHES.
 KD1221'
 KD1221'TO REACH FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 KD1221'CARROLLTON, GO EAST FOR 0.4 MILE TO U.S. HIGHWAY 65, TURN
 KD1221'LEFT, NORTH, ON U.S. 65 FOR 3 MILES TO THE AZIMUTH MARK ON THE
 KD1221'LEFT, CONTINUE NORTHEASTERLY FOR 1.2 MILES TO A FARMHOUSE AND
 KD1221'THE STATION ON THE EAST SIDE OF THE HIGHWAY.
 KD1221'
 KD1221'A 74 FOOT SIGNAL AT VAN HORN IS VISIBLE AT 60 FEET.
 KD1221'
 KD1221'A 100 FOOT SIGNAL AT BOSWORTH 1928 IS VISIBLE AT 50 FEET.
 KD1221'
 KD1221'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1221
 KD1221                          STATION RECOVERY (1964)
 KD1221
 KD1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1221'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1221'IN GOOD CONDITION.  ADDITIONAL MEASUREMENTS WERE MADE TO THE
 KD1221'STATION AND THESE FOLLOW-
 KD1221'
 KD1221'STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF CARROLLTON
 KD1221'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 65, 0.15 MILE SOUTH OF A
 KD1221'CROSSROAD AND CENTER GROVE SCHOOLHOUSE, 112 FEET SOUTH OF THE
 KD1221'CENTER OF DRIVEWAY TO MR. BILL FISHERS FARMHOUSE, 103 FEET SOUTH
 KD1221'OF THE SOUTH GATE POST, 43 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 KD1221'POLE, 37 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 65, AND 9
 KD1221'FEET WEST OF FENCE.  THE MARK IS 2 INCHES BELOW THE SURFACE OF
 KD1221'THE GROUND AND THE DISK IS STAMPED CENTER 1948.  NOTES 1A AND 7A.
 KD1221'
 KD1221'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS DESCRIBED.
 KD1221'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A NEW STEEL WITNESS POST.
 KD1221'
 KD1221'AZIMUTH MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 KD1221'MARK IS 1 FOOT NORTH OF A NEW STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0535 ***********************************************************************
 GG0535  DESIGNATION -  CENTER
 GG0535  PID         -  GG0535
 GG0535  STATE/COUNTY-  MO/NEWTON
 GG0535  USGS QUAD   -  PIERCE CITY (1972)
 GG0535
 GG0535                         *CURRENT SURVEY CONTROL
 GG0535  ___________________________________________________________________
 GG0535* NAD 83(1997)-  36 54 40.29106(N)    094 04 54.74362(W)     ADJUSTED  
 GG0535* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 GG0535  ___________________________________________________________________
 GG0535  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 GG0535  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GG0535
 GG0535  HORZ ORDER  -  THIRD
 GG0535
 GG0535.The horizontal coordinates were established by classical geodetic methods
 GG0535.and adjusted by the National Geodetic Survey in February 2000..
 GG0535
 GG0535.The orthometric height was scaled from a topographic map.
 GG0535
 GG0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0535
 GG0535.The geoid height was determined by GEOID03.
 GG0535
 GG0535;                    North         East     Units Scale Factor Converg.
 GG0535;SPC MO W     -    82,696.038   887,259.304   MT  0.99995827   +0 15 04.0
 GG0535;UTM  15      - 4,085,567.170   403,625.728   MT  0.99971442   -0 38 59.3
 GG0535
 GG0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0535!SPC MO W     -   0.99994427  x   0.99995827  =   0.99990254
 GG0535!UTM  15      -   0.99994427  x   0.99971442  =   0.99965870
 GG0535
 GG0535|---------------------------------------------------------------------|
 GG0535| PID    Reference Object                     Distance      Geod. Az  |
 GG0535|                                                           dddmmss.s |
 GG0535| CI1401 CENTER RM 1                          20.517 METERS 18225     |
 GG0535| CI1400 CENTER AZ MK                                       1831017.6 |
 GG0535| CI1402 CENTER RM 2                          18.263 METERS 27641     |
 GG0535|---------------------------------------------------------------------|
 GG0535
 GG0535                          SUPERSEDED SURVEY CONTROL
 GG0535
 GG0535  NAD 83(1997)-  36 54 40.29146(N)    094 04 54.74338(W) AD(       ) 3
 GG0535  NAD 83(1997)-  36 54 40.29180(N)    094 04 54.74328(W) AD(       ) 3
 GG0535  NAD 83(1997)-  36 54 40.29949(N)    094 04 54.74564(W) AD(       ) 3
 GG0535  NAD 83(1986)-  36 54 40.30450(N)    094 04 54.74318(W) AD(       ) 3
 GG0535  NAD 27      -  36 54 40.07470(N)    094 04 53.97670(W) AD(       ) 3
 GG0535
 GG0535.Superseded values are not recommended for survey control.
 GG0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0535.See file dsdata.txt to determine how the superseded data were derived.
 GG0535
 GG0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0362685567(NAD 83)
 GG0535_MARKER: DS = TRIANGULATION STATION DISK
 GG0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0535+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 GG0535
 GG0535  HISTORY     - Date     Condition        Report By
 GG0535  HISTORY     - 1961     MONUMENTED       CGS
 GG0535  HISTORY     - 19981215 POOR             MOHC
 GG0535  HISTORY     - 20021206 GOOD             GEOCAC
 GG0535
 GG0535                          STATION DESCRIPTION
 GG0535
 GG0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0535'ABOUT 10 MILES EAST OF GRANBY, ABOUT 4-1/2 MILES WEST AND
 GG0535'2-1/2 MILES SOUTH OF PIERCE CITY, IN THE NORTHWEST 1/4 OF
 GG0535'SEC. 2, T. 25 N., R. 29 W., AND ON THE PROPERTY OF MR. G.N.
 GG0535'ELLIS.  IT IS 116 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GG0535'FRAME HOUSE, 67 FEET SOUTH OF A POWER POLE WITH A
 GG0535'TRANSFORMER, 31 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 4
 GG0535'FEET SOUTHEAST OF A WITNESS POST AND 3 FEET EAST OF A WIRE
 GG0535'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GG0535'STAMPED CENTER 1961.
 GG0535'
 GG0535'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND COUNTY ROAD
 GG0535'H IN GRANBY, GO EAST ON HIGHWAY 60 FOR 7.2 MILES TO THE
 GG0535'CENTER OF THE BRIDGE OVER SHOAL CREEK.  CONTINUE EAST ON
 GG0535'HIGHWAY 60 FOR 2.9 MILES TO A CROSSROAD.  TURN RIGHT AND
 GG0535'GO SOUTH ON A PAVED ROAD FOR 0.4 MILE TO A FRAME HOUSE ON
 GG0535'THE RIGHT AND THE STATION ON THE LEFT.
 GG0535'
 GG0535'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 GG0535'PAVED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GG0535'
 GG0535'REFERENCE MARK 1 IS 70 FEET SOUTH OF THE WITNESS POST, 31 FEET
 GG0535'EAST OF THE CENTERLINE OF THE PAVED ROAD AND 1 FOOT EAST
 GG0535'OF THE WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GG0535'DISK IS STAMPED CENTER NO 1 1961.
 GG0535'
 GG0535'REFERENCE MARK 2 IS 29 FEET WEST OF THE CENTERLINE OF THE PAVED
 GG0535'ROAD, 12 FEET NORTH OF A T-FENCE CORNER AND 1 FOOT EAST OF
 GG0535'A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GG0535'CENTER NO 2 1961.
 GG0535'
 GG0535'THE AZIMUTH MARK IS 78 FEET NORTHWEST OF A POWER POLE WITH
 GG0535'A TRANSFORMER, 31 FEET WEST OF THE CENTERLINE OF THE PAVED
 GG0535'ROAD, 3 FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF A
 GG0535'WIRE FENCE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 GG0535'IS STAMPED CENTER 1961.
 GG0535'
 GG0535'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0535
 GG0535                          STATION RECOVERY (1998)
 GG0535
 GG0535'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1998 (RSP)
 GG0535'MARK RECOVERED IN POOR CONDITION.
 GG0535
 GG0535                          STATION RECOVERY (2002)
 GG0535
 GG0535'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GG0535'STATION LEGIBLE,HAS CUT MARKS ACROSS FACE.
 GG0535'REF. 1, 2 AND AZIMUTH MARKS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0741 ***********************************************************************
 HC0741  DESIGNATION -  CENTER
 HC0741  PID         -  HC0741
 HC0741  STATE/COUNTY-  MO/CRAWFORD
 HC0741  USGS QUAD   -  COURTOIS (1985)
 HC0741
 HC0741                         *CURRENT SURVEY CONTROL
 HC0741  ___________________________________________________________________
 HC0741* NAD 83(1997)-  37 50 58.77061(N)    091 06 32.35121(W)     ADJUSTED  
 HC0741* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 HC0741  ___________________________________________________________________
 HC0741  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 HC0741  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HC0741
 HC0741  HORZ ORDER  -  SECOND
 HC0741
 HC0741.The horizontal coordinates were established by classical geodetic methods
 HC0741.and adjusted by the National Geodetic Survey in February 2000..
 HC0741
 HC0741.The orthometric height was scaled from a topographic map.
 HC0741
 HC0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0741
 HC0741.The geoid height was determined by GEOID03.
 HC0741
 HC0741;                    North         East     Units Scale Factor Converg.
 HC0741;SPC MO E     -   223,920.947   196,405.530   MT  0.99996870   -0 22 25.2
 HC0741;UTM  15      - 4,190,819.496   666,371.844   MT  0.99994093   +1 09 38.1
 HC0741
 HC0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0741!SPC MO E     -   0.99995133  x   0.99996870  =   0.99992004
 HC0741!UTM  15      -   0.99995133  x   0.99994093  =   0.99989227
 HC0741
 HC0741:                Primary Azimuth Mark                     Grid Az
 HC0741:SPC MO E     -  CENTER AZ MK                             032 36 23.3
 HC0741:UTM  15      -  CENTER AZ MK                             031 04 20.0
 HC0741
 HC0741|---------------------------------------------------------------------|
 HC0741| PID    Reference Object                     Distance      Geod. Az  |
 HC0741|                                                           dddmmss.s |
 HC0741| CN6606 CENTER AZ MK                                       0321358.1 |
 HC0741| CN6607 CENTER RM 1                          23.592 METERS 09219     |
 HC0741| HC0742 CENTER LOOKOUT TOWER                 18.290 METERS 15158     |
 HC0741| CN6609 CENTER RM 3                           8.803 METERS 17739     |
 HC0741| HC0743 SULLIVAN HILL LOOKOUT TOWER         APPROX.13.2 KM 2410312.4 |
 HC0741| HC0745 WESTOVER LOOKOUT TOWER              APPROX.11.3 KM 3170646.9 |
 HC0741| CN6608 CENTER RM 2                          16.732 METERS 33538     |
 HC0741|---------------------------------------------------------------------|
 HC0741
 HC0741                          SUPERSEDED SURVEY CONTROL
 HC0741
 HC0741  NAD 83(1986)-  37 50 58.78772(N)    091 06 32.35051(W) AD(       ) 2
 HC0741  NAD 27      -  37 50 58.61800(N)    091 06 31.87100(W) AD(       ) 2
 HC0741
 HC0741.Superseded values are not recommended for survey control.
 HC0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0741.See file dsdata.txt to determine how the superseded data were derived.
 HC0741
 HC0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB6637290819(NAD 83)
 HC0741_MARKER: DS = TRIANGULATION STATION DISK
 HC0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0741+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 HC0741
 HC0741  HISTORY     - Date     Condition        Report By
 HC0741  HISTORY     - 1956     MONUMENTED       CGS
 HC0741  HISTORY     - 1957     GOOD             CGS
 HC0741  HISTORY     - 20030625 GOOD             MODNR
 HC0741
 HC0741                          STATION DESCRIPTION
 HC0741
 HC0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0741'THE STATION IS LOCATED AIRLINE, ABOUT 18 MILES WEST-SOUTHWEST
 HC0741'OF POTOSI, ABOUT 10-1/2 MILES SOUTHWEST OF SHIRLEY AND ABOUT
 HC0741'7 MILES NORTHWEST OF DELBRIDGE NEAR THE CENTER FIRE LOOKOUT
 HC0741'TOWER.
 HC0741'
 HC0741'THE STATION IS A STANDARD DISK STAMPED CENTER 1956 SET IN
 HC0741'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HC0741'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 42 FEET WEST OF THE
 HC0741'CENTER LINE OF THE DRIVEWAY LEADING TO THE LOOKOUT TOWER,
 HC0741'28 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 13
 HC0741'FEET SOUTH OF A WHITE WITNESS POST.
 HC0741'
 HC0741'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CENTER
 HC0741'NO 1 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HC0741'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HC0741'18 INCHES LOWER THAN THE STATION.  IT IS 30 FEET EAST OF THE
 HC0741'CENTER LINE OF THE DRIVEWAY LEADING TO THE LOOKOUT TOWER
 HC0741'AND 28 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD.
 HC0741'
 HC0741'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CENTER
 HC0741'NO 2 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HC0741'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HC0741'6 FEET LOWER THAN THE STATION.  IT IS 25 FEET NORTH OF THE
 HC0741'CENTER LINE OF A GRAVELED ROAD.
 HC0741'
 HC0741'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CENTER 1956
 HC0741'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HC0741'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 27 FEET WEST OF
 HC0741'THE CENTER LINE OF COUNTY ROUTE Y.
 HC0741'
 HC0741'CENTER FIRE LOOKOUT TOWER IS A US FOREST SERVICE TOWER WHICH
 HC0741'IS A 6-FOOT SQUARE METAL BUILDING SET ON TOP OF A TOWER
 HC0741'CONSTRUCTED OF STEEL, HAS A 14-FOOT SQUARE BASE AND IS ABOUT
 HC0741'60 FEET HIGH.  THE CENTER OF THE TOWER WAS THE POINT OF
 HC0741'INTERSECTION.
 HC0741'
 HC0741'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION
 HC0741'OF STATE HIGHWAYS 21 AND 8 IN POTOSI, GO WESTERLY ON STATE
 HC0741'HIGHWAY 8 FOR 8.1 MILES TO THE VILLAGE OF SHIRLEY, CONTINUE
 HC0741'WESTERLY ON STATE HIGHWAY 8 FOR 11.8 MILES TO A JUNCTION
 HC0741'WITH COUNTY ROUTE Y, TURN LEFT OFF THE HIGHWAY AND FOLLOW
 HC0741'COUNTY ROUTE Y SOUTH FOR 0.85 MILE, TAKE THE LEFT FORK AND
 HC0741'CONTINUE SOUTH ON COUNTY ROUTE Y FOR 4.5 MILES TO THE AZIMUTH
 HC0741'MARK ON THE RIGHT, WEST SIDE, CONTINUE SOUTH ON COUNTY ROUTE Y
 HC0741'FOR 0.5 MILE TO A T-ROAD AND A SIGN OSAR TOWER 13.  TURN
 HC0741'RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.05 MILE TO THE
 HC0741'CENTER FIRE LOOKOUT TOWER ON THE LEFT, SOUTH SIDE, A WHITE
 HC0741'WITNESS POST AND THE STATION.
 HC0741
 HC0741                          STATION RECOVERY (1957)
 HC0741
 HC0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 HC0741'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HC0741'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY
 HC0741'REFERENCE MARK NO. 2.  IT WAS REMOVED AND REFERENCE MARK
 HC0741'NO. 3 WAS ESTABLISHED.  THERE WERE SOME CHANGES IN LOCAL
 HC0741'REFERENCE MEASUREMENTS, SO A COMPLETE DESCRIPTION FOLLOWS.
 HC0741'
 HC0741'STATION IS LOCATED ABOUT 18 MILES WEST-SOUTHWEST OF POTOSI,
 HC0741'10 AND 1/2 MILES SOUTHWEST OF SHIRLEY, AND 7 MILES NORTHWEST
 HC0741'OF DELBRIDGE NEAR THE CENTER FIRE LOOKOUT TOWER, 42 FEET
 HC0741'WEST OF THE CENTER OF DRIVEWAY LEADING TO THE LOOKOUT TOWER,
 HC0741'36 FEET SOUTH OF THE CENTER OF NEW GRADED ROAD, AND 5 FEET
 HC0741'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 HC0741'AND THE DISK IS STAMPED CENTER 1956.
 HC0741'
 HC0741'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 30 FEET EAST
 HC0741'OF THE CENTER OF DRIVEWAY LEADING TO LOOKOUT TOWER, AND 28 FEET
 HC0741'SOUTH OF THE CENTER OF NEW GRADED ROAD.  THE MARK PROJECTS 2
 HC0741'INCHES AND THE DISK IS STAMPED CENTER NO 1 1956.
 HC0741'
 HC0741'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION, 65 FEET SOUTH
 HC0741'OF THE CENTER OF NEW GRADED ROAD, AND 29 FEET NORTHWEST OF
 HC0741'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS
 HC0741'6 INCHES AND THE DISK IS STAMPED CENTER NO 3 1956.
 HC0741'
 HC0741'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHEAST OF THE
 HC0741'STATION AND 27 FEET WEST OF THE CENTER OF COUNTY ROUTE Y.
 HC0741'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CENTER
 HC0741'1956.
 HC0741'
 HC0741'CENTER FIRE LOOKOUT TOWER IS A US FOREST SERVICE TOWER WHICH
 HC0741'IS A 6-FOOT SQUARE METAL BUILDING SET ON TOP OF A TOWER
 HC0741'CONSTRUCTED OF STEEL, HAS A 14-FOOT SQUARE BASE, AND IS
 HC0741'ABOUT 60 FEET HIGH.  THE CENTER OF THE TOWER WAS THE POINT
 HC0741'OF INTERSECTION AND THE DISTANCE FROM THIS STATION TO THE
 HC0741'CENTER OF THE TOWER IS 60.00 FEET.  (18.290 M.)
 HC0741'
 HC0741'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HC0741'8 AND 21 IN POTOSI, GO WEST ON STATE HIGHWAY 8 FOR 8.1 MILES
 HC0741'TO THE SMALL TOWN OF SHIRLEY.  CONTINUE WEST ON STATE HIGHWAY
 HC0741'8 FOR 11.8 MILES TO THE JUNCTION OF COUNTY ROUTE Y SOUTH.
 HC0741'TURN LEFT AND GO SOUTH ON COUNTY ROUTE Y FOR 5.4 MILES TO THE
 HC0741'AZIMUTH MARK ON THE RIGHT OR WEST SIDE OF THE ROAD.  CONTINUE
 HC0741'SOUTH ON COUNTY ROUTE Y FOR 0.5 MILE TO JUNCTION WITH COUNTY
 HC0741'ROUTE W ON THE RIGHT.  TURN RIGHT AND GO WEST ON COUNTY
 HC0741'ROUTE W FOR 0.05 MILE TO THE CENTER LOOKOUT TOWER ON THE
 HC0741'LEFT AND THE STATION AS DESCRIBED.
 HC0741'
 HC0741'NOTE- THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT
 HC0741'THE STATION WITHOUT SOME CLEARING OF TREES NEAR THE STATION.
 HC0741
 HC0741                          STATION RECOVERY (2003)
 HC0741
 HC0741'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (SEW)
 HC0741'GPS VISIBILITY - SOMEWHAT OPEN, BUT LARGE TREE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0742 ***********************************************************************
 HC0742  DESIGNATION -  CENTER LOOKOUT TOWER
 HC0742  PID         -  HC0742
 HC0742  STATE/COUNTY-  MO/CRAWFORD
 HC0742  USGS QUAD   -  COURTOIS (1985)
 HC0742
 HC0742                         *CURRENT SURVEY CONTROL
 HC0742  ___________________________________________________________________
 HC0742* NAD 83(1997)-  37 50 58.24700(N)    091 06 31.99956(W)     ADJUSTED  
 HC0742* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 HC0742  ___________________________________________________________________
 HC0742  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 HC0742  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HC0742
 HC0742  HORZ ORDER  -  THIRD
 HC0742
 HC0742.The horizontal coordinates were established by classical geodetic methods
 HC0742.and adjusted by the National Geodetic Survey in February 2000..
 HC0742
 HC0742.The orthometric height was scaled from a topographic map.
 HC0742
 HC0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0742
 HC0742.The geoid height was determined by GEOID03.
 HC0742
 HC0742;                    North         East     Units Scale Factor Converg.
 HC0742;SPC MO E     -   223,904.748   196,414.021   MT  0.99996869   -0 22 25.0
 HC0742;UTM  15      - 4,190,803.531   666,380.765   MT  0.99994097   +1 09 38.3
 HC0742
 HC0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0742!SPC MO E     -   0.99995133  x   0.99996869  =   0.99992003
 HC0742!UTM  15      -   0.99995133  x   0.99994097  =   0.99989231
 HC0742
 HC0742                          SUPERSEDED SURVEY CONTROL
 HC0742
 HC0742  NAD 83(1986)-  37 50 58.26412(N)    091 06 31.99887(W) AD(       ) 4
 HC0742  NAD 27      -  37 50 58.09000(N)    091 06 31.52000(W) AD(       ) 3
 HC0742
 HC0742.Superseded values are not recommended for survey control.
 HC0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0742.See file dsdata.txt to determine how the superseded data were derived.
 HC0742
 HC0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB6638190804(NAD 83)
 HC0742_MARKER: 57 = LOOKOUT TOWER
 HC0742
 HC0742  HISTORY     - Date     Condition        Report By
 HC0742  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC0742
 HC0742                          STATION DESCRIPTION
 HC0742
 HC0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0742'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE WEST SOUTHWEST
 HC0742'OF POTOSI, 10-1/2 MILES AIRLINE SOUTHWEST OF SHIRLEY AND
 HC0742'ABOUT 7 MILES AIRLINE NORTHWEST OF DELBRIDGE IN THE CLARK
 HC0742'NATIONAL FOREST.
 HC0742'
 HC0742'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH A 6 FOOT
 HC0742'SQUARE HOUSE ON TOP.  IT IS ABOUT 50 FEET HIGH AND IS 60.006 FEET,
 HC0742'18.290 METERS SOUTH SOUTHEAST OF TRIANGULATION STATION CENTER.
 HC0742'THE CENTER OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1023 ***********************************************************************
 HC1023  DESIGNATION -  CENTERVILLE
 HC1023  PID         -  HC1023
 HC1023  STATE/COUNTY-  MO/REYNOLDS
 HC1023  USGS QUAD   -  CENTERVILLE (1985)
 HC1023
 HC1023                         *CURRENT SURVEY CONTROL
 HC1023  ___________________________________________________________________
 HC1023* NAD 83(1997)-  37 28 43.40185(N)    090 56 18.25645(W)     ADJUSTED  
 HC1023* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 HC1023  ___________________________________________________________________
 HC1023  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 HC1023  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HC1023
 HC1023  HORZ ORDER  -  FIRST
 HC1023
 HC1023.The horizontal coordinates were established by classical geodetic methods
 HC1023.and adjusted by the National Geodetic Survey in February 2000..
 HC1023
 HC1023.The orthometric height was scaled from a topographic map.
 HC1023
 HC1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1023
 HC1023.The geoid height was determined by GEOID03.
 HC1023
 HC1023;                    North         East     Units Scale Factor Converg.
 HC1023;SPC MO E     -   182,668.976   211,225.370   MT  0.99995185   -0 16 00.3
 HC1023;UTM  15      - 4,149,976.738   682,286.574   MT  1.00000931   +1 15 17.1
 HC1023
 HC1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1023!SPC MO E     -   0.99994534  x   0.99995185  =   0.99989720
 HC1023!UTM  15      -   0.99994534  x   1.00000931  =   0.99995465
 HC1023
 HC1023|---------------------------------------------------------------------|
 HC1023| PID    Reference Object                     Distance      Geod. Az  |
 HC1023|                                                           dddmmss.s |
 HC1023| CI4093 CENTERVILLE RM 1                     27.078 METERS 07734     |
 HC1023| HC0750 BLACK LOOKOUT TOWER                 APPROX. 7.0 KM 2944059.3 |
 HC1023| CI4092 CENTERVILLE AZ MK                                  3023155.9 |
 HC1023| CI4094 CENTERVILLE RM 2                     19.045 METERS 35027     |
 HC1023|---------------------------------------------------------------------|
 HC1023
 HC1023                          SUPERSEDED SURVEY CONTROL
 HC1023
 HC1023  NAD 83(1986)-  37 28 43.41498(N)    090 56 18.25482(W) AD(       ) 1
 HC1023  NAD 27      -  37 28 43.23930(N)    090 56 17.81460(W) AD(       ) 1
 HC1023
 HC1023.Superseded values are not recommended for survey control.
 HC1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1023.See file dsdata.txt to determine how the superseded data were derived.
 HC1023
 HC1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB8228749977(NAD 83)
 HC1023_MARKER: DS = TRIANGULATION STATION DISK
 HC1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1023
 HC1023  HISTORY     - Date     Condition        Report By
 HC1023  HISTORY     - 1938     MONUMENTED       CGS
 HC1023  HISTORY     - 1939     GOOD             CGS
 HC1023  HISTORY     - 1962     GOOD             CGS
 HC1023  HISTORY     - 1970     MARK NOT FOUND   NGS
 HC1023
 HC1023                          STATION DESCRIPTION
 HC1023
 HC1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC1023'STATION CENTERVILLE IS ON THE EAST END OF A HIGH, WOODED RIDGE
 HC1023'AND A PROMINENT HILL LYING ABOUT 3 MILES NORTH OF CENTERVILLE AND
 HC1023'1/2 MILE NORTHEAST OF A CIVILIAN CONSERVATION CORPS CAMP ON THE
 HC1023'CENTERVILLE-BIXBY ROAD IN SEC. 9, T. 32 N., R. 1 E. STATION IS
 HC1023'200 YARDS EAST OF THIS ROAD, 70 FEET SOUTHWEST OF A UNITED STATES
 HC1023'FOREST SERVICE LOOKOUT PLATFORM IN A TALL TREE, 40 FEET NORTH OF
 HC1023'A WOODS TRAIL AND 70 FEET NORTHWEST OF THE INTERSECTION OF
 HC1023'TWO WOODS TRAILS.  THE MARK PROJECTS 6 INCHES.
 HC1023'
 HC1023'STATION WAS REACHED FROM CENTERVILLE BY DRIVING NORTH AND EAST
 HC1023'FROM THE SQUARE 2.5 MILES ON MISSOURI NO. 21 TO TOP OF DIVIDE.  AT
 HC1023'THE WEST END OF CUT, TURN LEFT OFF OF HIGHWAY AND DRIVE NORTH ON
 HC1023'THE BIXBY ROAD FOR 1.2 MILES TO A CIVILIAN CONSERVATION CORPS
 HC1023'CAMP ON LEFT.  CONTINUE ON THE MAIN ROAD FOR 0.5 MILE TO A POINT
 HC1023'WHERE THE ROAD STARTS DOWN GRADE.  AT THIS POINT, TURN RIGHT OFF
 HC1023'THE ROAD AND DRIVE EAST ON AN OLD TRAIL ALONG THE TOP OF RIDGE
 HC1023'FOR 0.1 MILE TO THE TOP OF HILL AND THE STATION ON THE LEFT.
 HC1023'
 HC1023'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HC1023'BRONZE DISKS SET IN CONCRETE.
 HC1023'
 HC1023'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 15 FEET
 HC1023'NORTH-NORTHWEST OF LARGE OAK TREE, AND PROJECTS 6 INCHES.
 HC1023'
 HC1023'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 50 FEET WEST OF
 HC1023'UNITED STATES FOREST SERVICE LOOKOUT PLATFORM IN TALL TREE, AND
 HC1023'PROJECTS 8 INCHES.
 HC1023'
 HC1023'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 6 FEET NORTH OF THE
 HC1023'NORTH EDGE OF CUT, 30 FEET NORTH OF THE CENTER LINE OF ROAD,
 HC1023'AND PROJECTS 4 INCHES.
 HC1023'
 HC1023'A 64-FOOT TOWER CLEARED ALL LINES.
 HC1023'
 HC1023'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HC1023
 HC1023                          STATION RECOVERY (1939)
 HC1023
 HC1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC1023'THE STATION WAS RECOVERED AS DESCRIBED, AND ALL 1939 VALUES WERE
 HC1023'CHECKED IN THE FIELD.
 HC1023'
 HC1023'THE STATION IS 3.0 MILES NORTH OF CENTERVILLE, IN SEC. 9, T. 32
 HC1023'N., R. 1 E, 0.5 MILE NORTHEAST OF A CIVILIAN CONSERVATION CORPS
 HC1023'CAMP, 200 YARDS EAST OF THE BIXBY-CENTERVILLE ROAD, AND ON THE
 HC1023'EAST END OF A HIGH WOODED RIDGE OF A PROMINENT HILL.  IT IS 70
 HC1023'FEET SOUTHWEST OF A TALL TREE WHICH HAS A WOODEN LOOKOUT PLATFORM
 HC1023'IN ITS TOP, 70 FEET NORTHWEST OF THE INTERSECTION OF TWO WOODS
 HC1023'ROADS, AND 40 FEET NORTH OF THE WOODS ROAD LEADING TO THE
 HC1023'STATION.  THE MARK PROJECTS 6 INCHES AND IS
 HC1023'STAMPED CENTERVILLE 1938.
 HC1023'
 HC1023'TO REACH THE STATION FROM THE SQUARE IN CENTERVILLE, GO NORTH
 HC1023'AND EAST ON MISSOURI HIGHWAY NO. 21 FOR 2.5 MILES TO THE
 HC1023'CENTERVILLE BIXBY ROAD AT THE WEST END OF A CUT ON THE TOP OF THE
 HC1023'DIVIDE, TURN LEFT, NORTH, ON THIS ROAD FOR 1.7 MILES TO A POINT
 HC1023'WHERE THE ROAD STARTS DOWN GRADE, TURN RIGHT, EAST, OFF THE
 HC1023'MAIN ROAD AND FOLLOW A DIM ROAD, THROUGHT THE WOODS, NORTHEAST
 HC1023'ALONG THE TOP OF THE RIDGE FOR 0.1 MILE TO THE TOP OF THE HILL.
 HC1023'
 HC1023'REFERENCE MARK NO. 1 IS 27.085 METERS, 88.84 FEET, EAST OF THE
 HC1023'STATION, AND 15 FEET NORTH-NORTHWEST OF A LARGE OAK TREE.  THE
 HC1023'MARK PROJECTS 6 INCHES AND IS STAMPED CENTERVILLE
 HC1023'NO 1 1938.
 HC1023'
 HC1023'REFERENCE MARK NO. 2 IS 19.049 METERS, 62.48 FEET, NORTH-NORTHWEST
 HC1023'OF THE STATION, AND 50 FEET WEST OF THE TALL TREE WITH THE WOODEN
 HC1023'LOOKOUT PLATFORM IN ITS TOP.  THE MARK PROJECTS 8
 HC1023'INCHES AND IS STAMPED CENTERVILLE NO 2 1938.
 HC1023'
 HC1023'THE AZIMUTH MARK IS APPROXIMATELY 1.2 MILES NORTHWEST OF THE
 HC1023'STATION, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 6 FEET
 HC1023'NORTH OF THE DITCH LINE.  THE MARK PROJECTS 4 INCHES
 HC1023'AND IS STAMPED CENTERVILLE 1938.
 HC1023'
 HC1023'A 64-FOOT TOWER IS NEEDED AT CENTERVILLE TO SEE
 HC1023'
 HC1023'A 64-FOOT TOWER AT BUNKER 1934, MOSES AND BUICK.
 HC1023'
 HC1023'A 15-FOOT TOWER AT BELL MT 1938.
 HC1023
 HC1023                          STATION RECOVERY (1962)
 HC1023
 HC1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1023'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HC1023'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 HC1023'CHECKED BUT THE AZIMUTH MARK WAS OBSTRUCTED AT THIS TIME AND THE
 HC1023'1938 DISTANCE AND DIRECTION WAS USED.  DUE TO VARIOUS CHANGES
 HC1023'A NEW DESCRIPTION FOLLOWS.
 HC1023'
 HC1023'ABOUT 3 MILES NORTH OF CENTERVILLE, IN THE EAST EDGE OF SEC. 9,
 HC1023'T-32-N, R-1-E, AND ON THE PROPERTY OF THE U.S. FOREST SERVICE.
 HC1023'IT IS 44 FEET NORTHWEST OF THE CENTERLINE OF A WOODS ROAD, 18 FEET
 HC1023'NORTHWEST OF A 14 INCH OAK TREE WITH A TRIANGULAR BLAZE ON IT,
 HC1023'AND 12 FEET SOUTHEAST OF AN 8 INCH PINE TREE.  THE MONUMENT
 HC1023'PROJECTS 5 INCHES AND THE DISK IS STAMPED CENTERVILLE 1938.
 HC1023'
 HC1023'TO REACH THE STATION FROM THE CROSSROAD AND STATE HIGHWAY 21 JUST
 HC1023'NORTH OF THE POST OFFICE IN CENTERVILLE, GO NORTH AND EAST ON
 HC1023'HIGHWAY 21 FOR 2.45 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND
 HC1023'GO NORTH ON THE GRAVELED ROAD FOR 1.8 MILES TO A WOODS ROAD
 HC1023'RIGHT AND A TRIANGULAR BLAZED TREE ON THE RIGHT.  *TURN RIGHT AND
 HC1023'GO NORTHEASTERLY ON THE WOODS ROAD FOR 0.2 MILE TO THE STATION
 HC1023'ON THE LEFT.
 HC1023'
 HC1023'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHWEST ON
 HC1023'THE GRAVELED ROAD FOR 1.75 MILES TO THE AZIMUTH MARK ON THE RIGHT
 HC1023'JUST BEFORE REACHING A DIM WOODS ROAD RIGHT.
 HC1023'
 HC1023'REFERENCE MARK 1 IS 35 FEET EAST OF A 16 INCH PINE TREE, 19
 HC1023'FEET NORTHEAST OF THE CENTERLINE OF THE WOODS ROAD, 9 FEET
 HC1023'SOUTHWEST OF A 20 INCH OAK TREE AND 8 FEET SOUTHEAST OF THE
 HC1023'CENTERLINE OF A DIM TRACK ROAD.  THE MONUMENT PROJECTS 7 INCHES
 HC1023'AND THE DISK IS STAMPED CENTERVILLE NO 1 1938.
 HC1023'
 HC1023'REFERENCE MARK 2 IS 8 FEET NORTH OF A 12 INCH OAK TREE AND 5 FEET
 HC1023'WEST OF A 10 INCH PINE TREE.  THE MONUMENT PROJECTS 5 INCHES AND
 HC1023'THE DISK IS STAMPED CENTERVILLE NO 2 1938.
 HC1023'
 HC1023'THE AZIMUTH MARK IS 94 FEET EAST OF THE INTERSECTION OF THE DIM
 HC1023'WOODS ROAD AND THE GRAVELED ROAD, 39 FEET EAST OF A 12 INCH PINE
 HC1023'TREE, 35 FEET SOUTH OF THE CENTERLINE OF THE WOODS ROAD, 23 FEET
 HC1023'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 17 FEET SOUTHEAST
 HC1023'OF A 12 INCH PINE TREE.  THE MONUMENT PROJECTS 3 INCHES AND
 HC1023'THE DISK IS STAMPED CENTERVILLE 1938.
 HC1023'
 HC1023'NO MEASUREMENT BETWEEN REFERENCE MARKS, TREES ON LINE.
 HC1023'
 HC1023'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HC1023
 HC1023                          STATION RECOVERY (1970)
 HC1023
 HC1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HC1023'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 HC1023'DESTROYED BY CONSTRUCTION.  REFERENCE MARK NO. 2 WAS FOUND TILTED
 HC1023'OUT OF POSITION.  THE DISKS WERE RECOVERED FROM THE OLD REFERENCE
 HC1023'POSTS.  THE STATION SITE HAS BEEN CLEARED FOR A SMALL TURN AROUND
 HC1023'FOR A TRACK ROAD AND WAS ASSUMED THE STATION WAS DESTROYED DURING
 HC1023'THE CLEARING OPERATION.  ABOUT 2 HOURS WAS SPENT SEARCHING FOR
 HC1023'THE STATION UNDERGROUND MARK BUT STILL THE MARK WAS NOT
 HC1023'RECOVERED.  THE REFERENCE MARKS WERE SET ABOUT 14 INCHES IN THE
 HC1023'GROUND AND WAS ASSUMED AT LEAST THAT MUCH DIRT WAS REMOVED
 HC1023'FROM THE TOP OF THE HILL, SO THE UNDERGROUND MARK WAS PROBABLY
 HC1023'DESTROYED.
 HC1023'
 HC1023'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 HC1023'NORTH OF CENTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3273 ***********************************************************************
 AI3273  DESIGNATION -  CENTRALIA AZ MK
 AI3273  PID         -  AI3273
 AI3273  STATE/COUNTY-  MO/BOONE
 AI3273  USGS QUAD   -  CENTRALIA (1979)
 AI3273
 AI3273                         *CURRENT SURVEY CONTROL
 AI3273  ___________________________________________________________________
 AI3273* NAD 83(1997)-  39 14 30.39713(N)    092 08 50.28710(W)     ADJUSTED  
 AI3273* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 AI3273  ___________________________________________________________________
 AI3273  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AI3273  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 AI3273
 AI3273  HORZ ORDER  -  THIRD
 AI3273
 AI3273.The horizontal coordinates were established by classical geodetic methods
 AI3273.and adjusted by the National Geodetic Survey in November 2001..
 AI3273
 AI3273.The orthometric height was scaled from a topographic map.
 AI3273
 AI3273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3273
 AI3273.The geoid height was determined by GEOID03.
 AI3273
 AI3273;                    North         East     Units Scale Factor Converg.
 AI3273;SPC MO C     -   378,329.832   530,446.718   MT  0.99994474   +0 13 23.2
 AI3273;UTM  15      - 4,343,953.791   573,585.220   MT  0.99966667   +0 32 22.0
 AI3273
 AI3273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3273!SPC MO C     -   0.99996275  x   0.99994474  =   0.99990750
 AI3273!UTM  15      -   0.99996275  x   0.99966667  =   0.99962944
 AI3273
 AI3273                          SUPERSEDED SURVEY CONTROL
 AI3273
 AI3273.No superseded survey control is available for this station.
 AI3273
 AI3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7358543954(NAD 83)
 AI3273_MARKER: DZ = AZIMUTH MARK DISK
 AI3273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3273_STAMPING: CENTRALIA 1949
 AI3273_MARK LOGO: CGS   
 AI3273_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3273+STABILITY: SURFACE MOTION
 AI3273
 AI3273  HISTORY     - Date     Condition        Report By
 AI3273  HISTORY     - 1949     MONUMENTED       CGS
 AI3273  HISTORY     - 19850615 GOOD             NGS
 AI3273
 AI3273                          STATION DESCRIPTION
 AI3273
 AI3273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AI3273'THE STATION, WHICH WAS SET IN 1949 AND POSITIONED BY ELECTRONIC
 AI3273'TRAVERSE FROM STATION CENTRALIA 1949, LOCATED ABOUT 3.2 KM (2.00 MI)
 AI3273'NW FROM CENTRALIA, 0.4 KM (0.25 MI) W FROM THE JUNCTION OF STATE HWY
 AI3273'151 AND STATE ROAD C, AT THE BOONE/AUDRAIN COUNTY LINE AND ON PROPERTY
 AI3273'OWNED BY AL HAUN, RURAL ROUTE 2, BOX 245, CENTRALIA, MISSOURI 65240.
 AI3273'TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS 22 AND 151, AT
 AI3273'THE W EDGE OF CENTRALIA, GO N ON HWY 151 FOR 2.33 KM (1.45 MI) TO THE
 AI3273'JUNCTION WITH STATE ROAD C AT A POINT WHERE THE HWYS TURNS LEFT AND W.
 AI3273'CONTINUE W ON HWY 151 FOR 0.48 KM (0.30 MI) TO THE STATION ON THE
 AI3273'RIGHT, AT A HOUSE WITH A STONE PORCH THAT IS MR HAUNS HOME.  STATION
 AI3273'MARK IS A STANDARD CGS DISK, STAMPED CENTRALIA 1949, SET INTO THE TOP
 AI3273'OF A 30 CM OR 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AI3273'GROUND.  IT IS 25.25 M (82.84 FT) S SE FROM THE SE CORNER OF THE E
 AI3273'WING OF THE HOUSE, 12.20 M (40.03 FT) N FROM THE CENTERLINE OF THE HWY
 AI3273'AND 17.99 M (59.02 FT) SE FROM THE SE CORNER OF THE STONE PORCH.
 AI3273'DESCRIBED BY J A ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1055 ***********************************************************************
 KD1055  DESIGNATION -  CENTRALIA CHANCE CO CUPOLA
 KD1055  PID         -  KD1055
 KD1055  STATE/COUNTY-  MO/BOONE
 KD1055  USGS QUAD   -  CENTRALIA (1979)
 KD1055
 KD1055                         *CURRENT SURVEY CONTROL
 KD1055  ___________________________________________________________________
 KD1055* NAD 83(1997)-  39 12 48.97314(N)    092 08 16.35206(W)     ADJUSTED  
 KD1055* NAVD 88     -                                                        
 KD1055  ___________________________________________________________________
 KD1055  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 KD1055  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD1055
 KD1055  HORZ ORDER  -  THIRD
 KD1055
 KD1055.The horizontal coordinates were established by classical geodetic methods
 KD1055.and adjusted by the National Geodetic Survey in February 2000..
 KD1055
 KD1055
 KD1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1055
 KD1055.The geoid height was determined by GEOID03.
 KD1055
 KD1055;                    North         East     Units Scale Factor Converg.
 KD1055;SPC MO C     -   375,205.440   531,272.957   MT  0.99994537   +0 13 44.2
 KD1055;UTM  15      - 4,340,834.874   574,428.456   MT  0.99966821   +0 32 42.3
 KD1055
 KD1055                          SUPERSEDED SURVEY CONTROL
 KD1055
 KD1055  NAD 83(1997)-  39 12 48.98118(N)    092 08 16.35849(W) AD(       ) 4
 KD1055  NAD 83(1986)-  39 12 48.98266(N)    092 08 16.35833(W) AD(       ) 4
 KD1055  NAD 27      -  39 12 48.82800(N)    092 08 15.72900(W) AD(       ) 3
 KD1055
 KD1055.Superseded values are not recommended for survey control.
 KD1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1055.See file dsdata.txt to determine how the superseded data were derived.
 KD1055
 KD1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7442840835(NAD 83)
 KD1055_MARKER: 86 = CUPOLA
 KD1055
 KD1055  HISTORY     - Date     Condition        Report By
 KD1055  HISTORY     - 1934     FIRST OBSERVED   CGS
 KD1055  HISTORY     - 1990     GOOD             USPSQD
 KD1055
 KD1055                          STATION DESCRIPTION
 KD1055
 KD1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1055'STATION IS THE BASE OF THE FINIAL ON THE CUPOLA ON A BUILDING
 KD1055'OF THE CHANCE COMPANY FOUNDRY.  THE CUPOLA IS SQUARE AND RISES
 KD1055'ABOUT 20 FEET ABOVE THE TOP OF THE BUILDING.
 KD1055
 KD1055                          STATION RECOVERY (1990)
 KD1055
 KD1055'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1056 ***********************************************************************
 KD1056  DESIGNATION -  CENTRALIA MUNICIPAL TANK
 KD1056  PID         -  KD1056
 KD1056  STATE/COUNTY-  MO/BOONE
 KD1056  USGS QUAD   -  CENTRALIA (1979)
 KD1056
 KD1056                         *CURRENT SURVEY CONTROL
 KD1056  ___________________________________________________________________
 KD1056* NAD 83(1997)-  39 12 48.20911(N)    092 08 11.21372(W)     ADJUSTED  
 KD1056* NAVD 88     -                                                        
 KD1056  ___________________________________________________________________
 KD1056  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 KD1056  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD1056
 KD1056  HORZ ORDER  -  THIRD
 KD1056
 KD1056.The horizontal coordinates were established by classical geodetic methods
 KD1056.and adjusted by the National Geodetic Survey in February 2000..
 KD1056
 KD1056
 KD1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1056
 KD1056.The geoid height was determined by GEOID03.
 KD1056
 KD1056;                    North         East     Units Scale Factor Converg.
 KD1056;SPC MO C     -   375,182.373   531,396.314   MT  0.99994547   +0 13 47.4
 KD1056;UTM  15      - 4,340,812.494   574,551.905   MT  0.99966843   +0 32 45.5
 KD1056
 KD1056                          SUPERSEDED SURVEY CONTROL
 KD1056
 KD1056  NAD 83(1997)-  39 12 48.21718(N)    092 08 11.21917(W) AD(       ) 4
 KD1056  NAD 83(1986)-  39 12 48.21851(N)    092 08 11.21944(W) AD(       ) 4
 KD1056  NAD 27      -  39 12 48.06500(N)    092 08 10.58400(W) AD(       ) 3
 KD1056
 KD1056.Superseded values are not recommended for survey control.
 KD1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1056.See file dsdata.txt to determine how the superseded data were derived.
 KD1056
 KD1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7455240812(NAD 83)
 KD1056_MARKER: 53 = ELEVATED TANK
 KD1056
 KD1056  HISTORY     - Date     Condition        Report By
 KD1056  HISTORY     - 1934     FIRST OBSERVED   CGS
 KD1056  HISTORY     - 1949     GOOD             CGS
 KD1056  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1056
 KD1056                          STATION DESCRIPTION
 KD1056
 KD1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1056'STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL SILVER
 KD1056'STEEL WATER TANK AT THE CHANCE COMPANY FOUNDRY.
 KD1056
 KD1056                          STATION RECOVERY (1949)
 KD1056
 KD1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1056'STATION IS LOCATED IN THE NORTH PART OF THE VILLAGE OF CENTRALIA
 KD1056'JUST WEST OF THE CITY WATER WORKS BUILDING.  STATION HAS
 KD1056'FOUR STEEL LEGS, 34 FEET SQUARE AT BASE AND ABOUT 160 FEET
 KD1056'HIGH.  STATION IS PAINTED SILVER WITH THE LETTERS CENTRALIA
 KD1056'IN BLACK ON THE NORTH SIDE OF TANK.
 KD1056'
 KD1056'THE POINT INTERSECTED WAS THE BALL FINIAL.
 KD1056'
 KD1056'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 124 IN THE
 KD1056'NORTH EDGE OF CENTRALIA GO WEST ON STATE HIGHWAY 22 FOR 0.1 MILE
 KD1056'TO CROSS STREET.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO
 KD1056'STATION ON RIGHT OR WEST SIDE OF STREET AS DESCRIBED.
 KD1056'
 KD1056'PROBABLY THE SAME STATION AS CENTRALIA, CHANCE CO., FOUNDARY
 KD1056'DEPT., TANK, 1934.
 KD1056
 KD1056                          STATION RECOVERY (1990)
 KD1056
 KD1056'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1054 ***********************************************************************
 KD1054  DESIGNATION -  CENTRALIA PAN E PL CO RAD MAST
 KD1054  PID         -  KD1054
 KD1054  STATE/COUNTY-  MO/BOONE
 KD1054  USGS QUAD   -  CENTRALIA (1979)
 KD1054
 KD1054                         *CURRENT SURVEY CONTROL
 KD1054  ___________________________________________________________________
 KD1054* NAD 83(1997)-  39 08 20.76832(N)    092 08 18.77436(W)     ADJUSTED  
 KD1054* NAVD 88     -                                                        
 KD1054  ___________________________________________________________________
 KD1054  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 KD1054  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD1054
 KD1054  HORZ ORDER  -  THIRD
 KD1054
 KD1054.The horizontal coordinates were established by classical geodetic methods
 KD1054.and adjusted by the National Geodetic Survey in February 2000..
 KD1054
 KD1054
 KD1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1054
 KD1054.The geoid height was determined by GEOID03.
 KD1054
 KD1054;                    North         East     Units Scale Factor Converg.
 KD1054;SPC MO C     -   366,934.673   531,247.808   MT  0.99994535   +0 13 41.3
 KD1054;UTM  15      - 4,332,566.386   574,448.900   MT  0.99966825   +0 32 37.6
 KD1054
 KD1054                          SUPERSEDED SURVEY CONTROL
 KD1054
 KD1054  NAD 83(1997)-  39 08 20.77674(N)    092 08 18.77853(W) AD(       ) 4
 KD1054  NAD 83(1986)-  39 08 20.77825(N)    092 08 18.78145(W) AD(       ) 4
 KD1054  NAD 27      -  39 08 20.61700(N)    092 08 18.13800(W) AD(       ) 3
 KD1054
 KD1054.Superseded values are not recommended for survey control.
 KD1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1054.See file dsdata.txt to determine how the superseded data were derived.
 KD1054
 KD1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7444932566(NAD 83)
 KD1054_MARKER: 42 = RADIO/TV MAST
 KD1054
 KD1054  HISTORY     - Date     Condition        Report By
 KD1054  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1054  HISTORY     - 1957     GOOD             CGS
 KD1054  HISTORY     - 1990     GOOD             USPSQD
 KD1054
 KD1054                          STATION DESCRIPTION
 KD1054
 KD1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1054'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF THE SMALL
 KD1054'CITY OF CENTRALIA.  IT IS ABOUT 250 FEET HIGH, BUILT OF STEEL
 KD1054'AND IS PAINTED RED AND WHITE.  THE CALL NUMBER FOR THIS STATION
 KD1054'IS K.P.H.F.
 KD1054'
 KD1054'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE
 KD1054'IN CENTRALIA, GO EAST AND SOUTH FOR 5.1 MILES TO A WIRE GATE
 KD1054'ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO 0.2 MILE TO STATION
 KD1054'ON THE RIGHT.
 KD1054
 KD1054                          STATION RECOVERY (1957)
 KD1054
 KD1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD1054'THE STATION WAS RECOVERED AS DESCRIBED.
 KD1054
 KD1054                          STATION RECOVERY (1990)
 KD1054
 KD1054'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0072 ***********************************************************************
 KD0072  DESIGNATION -  CENTRALIA RESET
 KD0072  PID         -  KD0072
 KD0072  STATE/COUNTY-  MO/BOONE
 KD0072  USGS QUAD   -  CENTRALIA (1979)
 KD0072
 KD0072                         *CURRENT SURVEY CONTROL
 KD0072  ___________________________________________________________________
 KD0072* NAD 83(1986)-  39 12 35.     (N)    092 08 18.     (W)     SCALED    
 KD0072* NAVD 88     -       270.62   (meters)     887.9    (feet)  RESET     
 KD0072  ___________________________________________________________________
 KD0072  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0072
 KD0072  VERT ORDER  -  THIRD
 KD0072
 KD0072.The horizontal coordinates were scaled from a topographic map and have
 KD0072.an estimated accuracy of +/- 6 seconds.
 KD0072
 KD0072.The orthometric height was computed from unverified reset data.
 KD0072
 KD0072.The geoid height was determined by GEOID03.
 KD0072
 KD0072;                    North         East    Units  Estimated Accuracy
 KD0072;SPC MO C     -   374,770.      531,240.      MT  (+/- 180 meters Scaled)
 KD0072
 KD0072                          SUPERSEDED SURVEY CONTROL
 KD0072
 KD0072  NGVD 29 (??/??/??)  270.61   (m)          887.8    (f) RESET       3  
 KD0072
 KD0072.Superseded values are not recommended for survey control.
 KD0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0072.See file dsdata.txt to determine how the superseded data were derived.
 KD0072
 KD0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD743404(NAD 83)
 KD0072_MARKER: DB = BENCH MARK DISK
 KD0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0072_SP_SET: STEP
 KD0072_STAMPING: CENTRALIA RESET 1967
 KD0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0072
 KD0072  HISTORY     - Date     Condition        Report By
 KD0072  HISTORY     - 1967     MONUMENTED       CGS
 KD0072  HISTORY     - 1988     GOOD             USPSQD
 KD0072  HISTORY     - 1990     GOOD             USPSQD
 KD0072
 KD0072                          STATION DESCRIPTION
 KD0072
 KD0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KD0072'AT CENTRALIA.
 KD0072'AT CENTRALIA, AT THE NORTH ENTRANCE TO THE POST OFFICE, 6
 KD0072'FEET EAST OF THE CENTER OF THE NORTH DOOR, 0.75 FOOT WEST OF THE
 KD0072'EAST EDGE OF THE CONCRETE STEPS AND 0.7 FOOT NORTH OF THE NORTH
 KD0072'FACE OF THE BUILDING.  A STANDARD DISK SET IN A DRILL HOLE FLUSH
 KD0072'WITH THE TOP OF THE CONCRETE.
 KD0072
 KD0072                          STATION RECOVERY (1988)
 KD0072
 KD0072'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 KD0072'RECOVERED IN GOOD CONDITION.
 KD0072
 KD0072                          STATION RECOVERY (1990)
 KD0072
 KD0072'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ6856 ***********************************************************************
 AJ6856  DESIGNATION -  CENTRALIA RESET
 AJ6856  PID         -  AJ6856
 AJ6856  STATE/COUNTY-  MO/BOONE
 AJ6856  USGS QUAD   -  CENTRALIA (1979)
 AJ6856
 AJ6856                         *CURRENT SURVEY CONTROL
 AJ6856  ___________________________________________________________________
 AJ6856* NAD 83(1997)-  39 14 22.50935(N)    092 08 33.22253(W)     ADJUSTED  
 AJ6856* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 AJ6856  ___________________________________________________________________
 AJ6856  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AJ6856  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 AJ6856
 AJ6856  HORZ ORDER  -  THIRD
 AJ6856
 AJ6856.The horizontal coordinates were established by classical geodetic methods
 AJ6856.and adjusted by the National Geodetic Survey in November 2001..
 AJ6856
 AJ6856.The orthometric height was scaled from a topographic map.
 AJ6856
 AJ6856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6856
 AJ6856.The geoid height was determined by GEOID03.
 AJ6856
 AJ6856;                    North         East     Units Scale Factor Converg.
 AJ6856;SPC MO C     -   378,088.200   530,856.874   MT  0.99994505   +0 13 34.0
 AJ6856;UTM  15      - 4,343,714.494   573,996.590   MT  0.99966742   +0 32 32.7
 AJ6856
 AJ6856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6856!SPC MO C     -   0.99996265  x   0.99994505  =   0.99990770
 AJ6856!UTM  15      -   0.99996265  x   0.99966742  =   0.99963008
 AJ6856
 AJ6856|---------------------------------------------------------------------|
 AJ6856| PID    Reference Object                     Distance      Geod. Az  |
 AJ6856|                                                           dddmmss.s |
 AJ6856| AJ6841 CENTRALIA RM 1                       31.547 METERS 04550     |
 AJ6856| KD1056 CENTRALIA MUNICIPAL TANK            APPROX. 3.0 KM 1694233.5 |
 AJ6856| CL9044 CENTRALIA RM 2                       35.204 METERS 17738     |
 AJ6856| AI3273 CENTRALIA AZ MK                     476.066 METERS 3004345.5 |
 AJ6856|---------------------------------------------------------------------|
 AJ6856
 AJ6856                          SUPERSEDED SURVEY CONTROL
 AJ6856
 AJ6856  NAD 83(1997)-  39 14 22.51705(N)    092 08 33.22780(W) AD(       ) 3
 AJ6856  NAD 83(1986)-  39 14 22.51865(N)    092 08 33.22825(W) AD(       ) 3
 AJ6856
 AJ6856.Superseded values are not recommended for survey control.
 AJ6856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6856.See file dsdata.txt to determine how the superseded data were derived.
 AJ6856
 AJ6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7399743714(NAD 83)
 AJ6856_MARKER: DS = TRIANGULATION STATION DISK
 AJ6856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6856_STAMPING: CENTRALIA 1949 1985
 AJ6856_MARK LOGO: NGS   
 AJ6856_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6856+STABILITY: SURFACE MOTION
 AJ6856
 AJ6856  HISTORY     - Date     Condition        Report By
 AJ6856  HISTORY     - 1985     MONUMENTED       NGS
 AJ6856
 AJ6856                          STATION DESCRIPTION
 AJ6856
 AJ6856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (JAO)
 AJ6856'THE SURFACE STATION MARK WAS RECOVERED BUT WAS TILTED OUT OF POSITION.
 AJ6856'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION AS WAS THE AZIMUTH
 AJ6856'MARK AND THE UNDERGROUND STATION MARK.  REFERENCE MARK 2 WAS FOUND
 AJ6856'DESTROYED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 AGREED WITH
 AJ6856'1949 DATA, THE DIRECTION BEING 73 SECONDS SMALLER AND THE DISTANCE
 AJ6856'0.02 FT (0.61 CM) LONGER.  A NEW SURFACE STATION MARK WAS SET DIRECTLY
 AJ6856'OVER THE UNDERGROUND MARK AND REFERENCE MARK 3 WAS SET. THE NEW
 AJ6856'STATION MARK IS 0.05 M (0.16 FT) LOWER THAN THE ORIGINAL MARK, AS IT
 AJ6856'WAS FOUND.  DUE TO THE ABOVE AND ROAD CHANGES, A COMPLETE AND NEW
 AJ6856'DESCRIPTION FOLLOWS.
 AJ6856'
 AJ6856'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) N
 AJ6856'NW OF CENTRALIA, AT THE INTERSECTION OF STATE HWY 151 AND STATE ROAD
 AJ6856'C, ABOUT MIDWAY THROUGH A CURVE IN STATE HWY 151 FROM N TO W AND ON
 AJ6856'HIGHWAY RIGHT-OF-WAY. OWNERSHIP- AL HAUN, RURAL ROUTE 2, BOX 245,
 AJ6856'CENTRALIA, MISSOURI 65240.  FOR THE AZIMUTH MARK.  MISSOURI HWY AND
 AJ6856'TRANSPORTATION DEPARTMENT FOR THE STATION.  TO REACH THE STATION FROM
 AJ6856'THE JUNCTION OF STATE HWYS 22 AND 151, AT THE W EDGE OF CENTRALIA, GO
 AJ6856'N ON HWY 151 FOR 2.33 KM (1.45 MI) TO THE STATION ON THE LEFT.
 AJ6856'
 AJ6856'STATION IS A STANDARD NGS DISK STAMPED--CENTRALIA 1949 1985-, SET INTO
 AJ6856'THE TOP OF A ROUND CONCRETE MONUMENT 30.0 CM OR 12.0 INCHES IN
 AJ6856'DIAMETER FLUSH WITH GROUND LOCATED 54.41 M (178.51 FT) NW FROM A
 AJ6856'POWERLINE POLE AT THE START OF THE CURVE, 41.61 M (136.52 FT) SSW FROM
 AJ6856'A POWERLINE POLE NEAR REFERENCE MARK 1, 11.6 M (38.1 FT) SW FROM THE
 AJ6856'CENTERLINE OF THE HWY, AND 2.44 M (8.01 FT) NE FROM A WITNESS POST.
 AJ6856'THE UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED CENTRALIA 1949,
 AJ6856'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 M (3.0 FT) BELOW THE
 AJ6856'SURFACE.
 AJ6856'
 AJ6856'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED CENTRALIA
 AJ6856'NO 1 1949, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM OR 12
 AJ6856'INCHES IN DIAMETER PROJECTING 10 CM OR 4 INCHES ABOVE THE GROUND
 AJ6856'LOCATED 15.25 M (50.03 FT) NE FROM THE CENTERLINE OF THE HWY, 13.57 M
 AJ6856'(44.52 FT) SSE FROM A POWERLINE POLE, 11.3 M (37.1 FT) W FROM THE
 AJ6856'CENTERLINE OF A GRAVEL ROAD LEADING TO ROAD C AND 0.3 M (1.0 FT) BELOW
 AJ6856'THE STATION.
 AJ6856'
 AJ6856'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED
 AJ6856'CENTRALIA 1949 NO 3 1985, SET INTO THE TOP OF A SQUARE CONCRETE
 AJ6856'MONUMENT 30 CM OR 12 INCHES IN DIAMETER FLUSH WITH GROUND 19.20 M
 AJ6856'(62.99 FT) NW FROM A POWERLINE POLE AT THE S END OF THE CURVE, 13.4 M
 AJ6856'(44.0 FT) SW FROM THE CENTERLINE OF THE HWY, 0.9 M (3.0 FT) NE FROM AN
 AJ6856'OLD FENCE LINE, AND LEVEL WITH THE STATION.
 AJ6856'
 AJ6856'AZIMUTH MARK NO 1 IS A
 AJ6856'STANDARD CGS DISK STAMPED CENTRALIA 1949, SET INTO THE TOP OF A SQUARE
 AJ6856'CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER FLUSH WITH GROUND
 AJ6856'LOCATED 25.25 M (82.84 FT) SSE FROM THE SE CORNER OF THE E WING OF A
 AJ6856'HOUSE, 12.20 M (40.03 FT) N FROM THE CENTERLINE OF HWY 151, AND 17.99
 AJ6856'M (59.02 FT) SE FROM THE SE CORNER OF A STONE PORCH OF THE HOUSE.  TO
 AJ6856'REACH THE AZIMUTH MARK FROM THE STATION, GO W ON HWY 151 FOR 0.48 KM
 AJ6856'(0.30 MI) TO THE MARK ON THE RIGHT, AT A HOUSE WITH A STONE PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1835 ***********************************************************************
 HB1835  DESIGNATION -  CG 01
 HB1835  PID         -  HB1835
 HB1835  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1835  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1835
 HB1835                         *CURRENT SURVEY CONTROL
 HB1835  ___________________________________________________________________
 HB1835* NAD 83(1997)-  37 17 32.26628(N)    089 34 19.89422(W)     ADJUSTED  
 HB1835* NAVD 88     -       120.8    (meters)     396.     (feet)  VERTCON   
 HB1835  ___________________________________________________________________
 HB1835  X           -      37,933.769 (meters)                     COMP
 HB1835  Y           -  -5,080,336.772 (meters)                     COMP
 HB1835  Z           -   3,843,306.383 (meters)                     COMP
 HB1835  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 HB1835  ELLIP HEIGHT-          92.56  (meters)          (02/17/00) GPS OBS
 HB1835  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB1835
 HB1835  HORZ ORDER  -  FIRST
 HB1835  ELLP ORDER  -  FOURTH    CLASS I
 HB1835
 HB1835.The horizontal coordinates were established by GPS observations
 HB1835.and adjusted by the National Geodetic Survey in February 2000..
 HB1835
 HB1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1835
 HB1835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1835
 HB1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1835
 HB1835.The ellipsoidal height was determined by GPS observations
 HB1835.and is referenced to NAD 83.
 HB1835
 HB1835.The geoid height was determined by GEOID03.
 HB1835
 HB1835;                    North         East     Units Scale Factor Converg.
 HB1835;SPC MO E     -   162,293.139   332,263.947   MT  1.00001667   +0 33 43.8
 HB1835;UTM  16      - 4,130,400.595   271,994.884   MT  1.00024043   -1 33 32.8
 HB1835
 HB1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1835!SPC MO E     -   0.99998548  x   1.00001667  =   1.00000214
 HB1835!UTM  16      -   0.99998548  x   1.00024043  =   1.00022590
 HB1835
 HB1835                          SUPERSEDED SURVEY CONTROL
 HB1835
 HB1835  NAD 83(1997)-  37 17 32.26630(N)    089 34 19.89421(W) AD(       ) 1
 HB1835  NAD 83(1997)-  37 17 32.27634(N)    089 34 19.89558(W) AD(       ) 1
 HB1835  NAD 83(1986)-  37 17 32.28044(N)    089 34 19.89846(W) AD(       ) 1
 HB1835  NGVD 29 (09/22/93)  120.7    (m)          396.     (f) GPS OBS        
 HB1835
 HB1835.Superseded values are not recommended for survey control.
 HB1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1835.See file dsdata.txt to determine how the superseded data were derived.
 HB1835
 HB1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7199530401(NAD 83)
 HB1835_MARKER: DD = SURVEY DISK
 HB1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1835_SP_SET: CONCRETE POST
 HB1835_STAMPING: CG-01 1990
 HB1835_MARK LOGO: MODNR 
 HB1835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HB1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1835+STABILITY: SURFACE MOTION
 HB1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1835+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1992
 HB1835
 HB1835  HISTORY     - Date     Condition        Report By
 HB1835  HISTORY     - 1990     MONUMENTED       MODNR
 HB1835  HISTORY     - 19920201 GOOD
 HB1835  HISTORY     - 20060731 POOR             MODNR
 HB1835
 HB1835                          STATION DESCRIPTION
 HB1835
 HB1835'DESCRIBED BY MO DEPT OF NAT RES 1990
 HB1835'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1835'THE STATION IS LOCATED ON THE EAST SIDE OF MOUNT AUBURN RD. ABOUT 240
 HB1835'FT (73.2 M) NORTH OF ITS INTERSECTION WITH BLOOMFIELD RD AND JUST
 HB1835'NORTH OF A CONCRETE DRIVE TO THE REAR PARKING LOT OF A FIRE STATION
 HB1835'UNDER CONSTRUCTION.  IT IS 29.8 FT (9.1 M) SE OF THE CENTER LINE OF
 HB1835'MT. AUBURN, 7.7 FT (2.3 M) BACK OF CURB, 9.1 FT (2.8 M) SE OF A
 HB1835'CUT -X- ON THE CURB, 18.4 FT (5.6 M) NE OF THE CENTER LINE OF THE
 HB1835'DRIVE AND 8.4 FT (2.6 M) NE OF THE BACK OF THE NORTH ENTRANCE CURB
 HB1835'EXTENDED.
 HB1835'THE AZIMUTH MARK IS 0.4 MILES NORTHWEST ON THE WEST SIDE OF MT. AUBURN
 HB1835'AND ON THE NORTH SIDE OF THE ENTRANCE TO DOCTORS PARK.  IT IS 17.3 FT
 HB1835'(5.3 M) SOUTH OF THE CENTER OF A 10 INCH PIN OAK, 12.1 FT (3.7 M) SW
 HB1835'OF A CUT -X- ON THE CURB, 7.9 NW OF A CUT -X- ON THE CURB, 10.9 FT
 HB1835'(3.3 M) NNE OF A CUT -X- ON THE NE FLANGE BOLT ON THE BASE OF A
 HB1835'FIRE HYDRANT, 3.9 FT (1.2 M) NE OF THE CENTER OF A METAL POST FOR
 HB1835'AN UNDERGROUND CABLE MARKER SIGN AND 5.9 FT (1.8 M) SE OF THE BACK
 HB1835'OF THE ASPHALT CURB OF THE PARKING LOT.
 HB1835'STATION AND AZIMUTH MARK TO REACH
 HB1835'TO REACH THE AZIMUTH MARK FROM THE CENTER OF I-55 EXIT 96 (RT.K) IN
 HB1835'CAPE GIRARDEAU, MO., GO EAST ON ROUTE K (WILLIAMS ST.) FOR 0.3 MILES
 HB1835'TO MT. AUBURN RD., TURN RIGHT AND GO SOUTH ON MT. AUBURN FOR 0.3
 HB1835'MILES TO AZIMUTH ON RIGHT (WEST) SIDE JUST NORTH OF ENTRANCE TO
 HB1835'DOCTORS PARK AS DESCRIBED.
 HB1835'TO REACH THE STATION FROM THE AZIMUTH MARK GO SOUTH ON MT. AUBURN FOR
 HB1835'0.4 MILES TO STATION SITE ON LEFT (EAST) SIDE AS DESCRIBED.
 HB1835'DATE OF REPORT 07-25-1991
 HB1835
 HB1835                          STATION RECOVERY (1992)
 HB1835
 HB1835'RECOVERED 1992
 HB1835'RECOVERED IN GOOD CONDITION.
 HB1835
 HB1835                          STATION RECOVERY (2006)
 HB1835
 HB1835'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 HB1835'DUE TO CONSTRUCTION THE MONUMENT WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1836 ***********************************************************************
 HB1836  DESIGNATION -  CG 02
 HB1836  PID         -  HB1836
 HB1836  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1836  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1836
 HB1836                         *CURRENT SURVEY CONTROL
 HB1836  ___________________________________________________________________
 HB1836* NAD 83(1997)-  37 17 27.05645(N)    089 32 28.20598(W)     ADJUSTED  
 HB1836* NAVD 88     -       115.91   (+/-2cm)     380.3    (feet)  VERTCON   
 HB1836  ___________________________________________________________________
 HB1836  X           -      40,685.411 (meters)                     COMP
 HB1836  Y           -  -5,080,408.881 (meters)                     COMP
 HB1836  Z           -   3,843,175.623 (meters)                     COMP
 HB1836  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 HB1836  ELLIP HEIGHT-          87.64  (meters)          (02/17/00) GPS OBS
 HB1836  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB1836
 HB1836  HORZ ORDER  -  FIRST
 HB1836  VERT ORDER  -  THIRD ? (See Below)
 HB1836  ELLP ORDER  -  FOURTH    CLASS I
 HB1836
 HB1836.The horizontal coordinates were established by GPS observations
 HB1836.and adjusted by the National Geodetic Survey in February 2000..
 HB1836
 HB1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1836.The vertical order pertains to the NGVD 29 superseded value.
 HB1836
 HB1836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1836
 HB1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1836
 HB1836.The ellipsoidal height was determined by GPS observations
 HB1836.and is referenced to NAD 83.
 HB1836
 HB1836.The geoid height was determined by GEOID03.
 HB1836
 HB1836;                    North         East     Units Scale Factor Converg.
 HB1836;SPC MO E     -   162,159.974   335,016.429   MT  1.00002234   +0 34 51.4
 HB1836;UTM  16      - 4,130,165.591   274,741.136   MT  1.00022509   -1 32 24.9
 HB1836
 HB1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1836!SPC MO E     -   0.99998625  x   1.00002234  =   1.00000859
 HB1836!UTM  16      -   0.99998625  x   1.00022509  =   1.00021133
 HB1836
 HB1836                          SUPERSEDED SURVEY CONTROL
 HB1836
 HB1836  NAD 83(1997)-  37 17 27.05646(N)    089 32 28.20597(W) AD(       ) 1
 HB1836  NAD 83(1997)-  37 17 27.06650(N)    089 32 28.20733(W) AD(       ) 1
 HB1836  NAD 83(1986)-  37 17 27.07061(N)    089 32 28.21022(W) AD(       ) 1
 HB1836  NGVD 29 (09/22/93)  115.80   (m)          379.9    (f) LEVELING    3  
 HB1836
 HB1836.Superseded values are not recommended for survey control.
 HB1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1836.See file dsdata.txt to determine how the superseded data were derived.
 HB1836
 HB1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7474130166(NAD 83)
 HB1836_MARKER: DD = SURVEY DISK
 HB1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1836_SP_SET: CONCRETE POST
 HB1836_STAMPING: CG-02 1990
 HB1836_MARK LOGO: MODNR 
 HB1836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HB1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1836+STABILITY: SURFACE MOTION
 HB1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1836+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1992
 HB1836
 HB1836  HISTORY     - Date     Condition        Report By
 HB1836  HISTORY     - 1990     MONUMENTED       MODNR
 HB1836  HISTORY     - 19920201 GOOD
 HB1836
 HB1836                          STATION DESCRIPTION
 HB1836
 HB1836'DESCRIBED BY MO DEPT OF NAT RES 1990
 HB1836'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1836'THE STATION IS LOCATED IN SHAWNEE PARK ABOUT 400 FT (121.9 M) SOUTH
 HB1836'OF THE CUL-DE-SAC AND 210 FT (64.0 M) SOUTH OF THE CENTER OF THE
 HB1836'PICNIC PAVILLION.  IT IS 13.2 FT (4.0 M) SOUTH OF THE CENTER OF THE
 HB1836'SOUTH VOLLEYBALL NET POST, 53.0 FT (16.2 M) NNW OF AN ALUMINUM
 HB1836'NAIL IN THE WEST SIDE OF AN 8 INCH GUM TREE, 48.2 FT (14.7 M) SE OF
 HB1836'THE BRACE POST ON THE EAST END OF THE EAST SWING SET.
 HB1836'THE AZIMUTH MARK IS ABOUT 0.85 MILES (AIRLINE) SOUTHWEST ON PROPERTY
 HB1836'OF THE DANA CORPORATION AT 2075 CORPORATE CIRCLE. IT IS A STANDARD
 HB1836'DISK GROUTED IN THE CONCRETE WALKAWY FOR THE THREE FLAGPOLES AT THE
 HB1836'MAIN ENTRANCE TO THE FACILITY.  IT IS 154+ FT SOUTH OF THE CENTERLINE
 HB1836'OF CORPORATE CIRCLE AND BETWEEN THE CENTER AND WEST FLAGPOLES.  IT IS
 HB1836'10.8 FT (3.3 M) SW OF THE SW CORNER OF THE CENTER FLOODLIGHT BASE,
 HB1836'9.9 FT (3.0 M) WEST OF THE CENTER FLAGPOLE, 27.5 FT (8.4 M) NORTH
 HB1836'OF THE NORTH EDGE OF THE MAIN ENTRANCE WALK, 10.4 FT (3.2 M) EAST
 HB1836'OF THE WEST FLAGPOLE AND 32.1 FT (9.8 M) SE OF A CUT -X- ON THE
 HB1836'EAST BOLT OF A FIRE HYDRANT CAP.
 HB1836'STATION AND AZIMUTH MARK TO REACH
 HB1836'TO REACH THE STATION FROM THE INTERSECTION OF KINGSHIGHWAY (BUSINESS
 HB1836'LOOP I-55, U. S. HIGHWAY 61 AND MISSOURI HIGHWAY 34) AND WILLIAMS ST
 HB1836'(ROUTE K WEST AND MISSOURI HIGHWAY 34 EAST), GO EAST ON WILLIAM ST.
 HB1836'FOR 0.65 MILES TO THE INTERSECTION WITH KELLER AVENUE (NORTH) AND
 HB1836'MINNESOTA AVE. (SOUTH), TURN RIGHT AND GO SOUTH ON MINNESOTA FOR 0.75
 HB1836'MILES TO THE ENTRANCE TO SHAWNEE PARK, TURN LEFT AND GO EAST FOR 0.1
 HB1836'MILES TO PAVILLION AND PARK.  STATION IS ON RIGHT (SOUTH) ABOUT 200
 HB1836'FT (61.0 M) AS DESCRIBED.
 HB1836'TO REACH THE AZIMUTH MARK FROM THE PARK ENTRANCE, GO NORTH ON
 HB1836'MINNESOTA FOR 0.6 MILES TO BLOOMFIELD ROAD, TURN RIGHT AND GO EAST
 HB1836'ON BLOOMFIELD FOR 0.25 MILES TO WEST END BLVD, TURN RIGHT AND GO
 HB1836'SOUTH ON WEST END FOR 1.15 MILES TO T-JCT WITH MISSOURI HIGHWAY 74,
 HB1836'TURN RIGHT AND GO SOUTHWESTERLY ON HIGHWAY 74 FOR 0.3 MILES TO
 HB1836'CORPORATE CIRCLE DRIVE, TURN LEFT AND FOLLOW CORPORATE CIRCLE
 HB1836'SOUTHERLY AND WESTERLY FOR 0.3 MILES TO ENTRANCE TO DANA CORPORATION
 HB1836'AND AZIMUTH MARK ON LEFT (SOUTH) AS DESCRIBED.
 HB1836'SPECIAL INFORMATION
 HB1836'PERMISSION TO SET THE AZIMUTH MARK WAS OBTAINED FROM MR. MEL STATON,
 HB1836'MANAGER/FACILITIES AND MFGR ENGINEER, SPICER AXLE DIVISION, DANA
 HB1836'CORPORATION, 2075 CORPORATE CIRCLE, CAPE GIRARDEAU, MO 63701.
 HB1836'TELEPHONE  314/334-4400.
 HB1836'DATE OF REPORT 07-25-1991
 HB1836
 HB1836                          STATION RECOVERY (1992)
 HB1836
 HB1836'RECOVERED 1992
 HB1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1837 ***********************************************************************
 HB1837  CBN         -  This is a Cooperative Base Network Control Station.
 HB1837  DESIGNATION -  CG 03
 HB1837  PID         -  HB1837
 HB1837  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1837  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1837
 HB1837                         *CURRENT SURVEY CONTROL
 HB1837  ___________________________________________________________________
 HB1837* NAD 83(1997)-  37 16 06.16782(N)    089 33 47.36370(W)     ADJUSTED  
 HB1837* NAVD 88     -       107.8    (meters)     354.     (feet)  GPS OBS   
 HB1837  ___________________________________________________________________
 HB1837  X           -      38,747.179 (meters)                     COMP
 HB1837  Y           -  -5,081,928.072 (meters)                     COMP
 HB1837  Z           -   3,841,186.484 (meters)                     COMP
 HB1837  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 HB1837  ELLIP HEIGHT-          79.52  (meters)          (03/31/98) GPS OBS
 HB1837  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB1837
 HB1837  HORZ ORDER  -  B
 HB1837  ELLP ORDER  -  THIRD     CLASS I
 HB1837
 HB1837.The horizontal coordinates were established by GPS observations
 HB1837.and adjusted by the National Geodetic Survey in March 1998..
 HB1837
 HB1837.The orthometric height was determined by GPS observations and a
 HB1837.high-resolution geoid model.
 HB1837
 HB1837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1837
 HB1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1837
 HB1837.The ellipsoidal height was determined by GPS observations
 HB1837.and is referenced to NAD 83.
 HB1837
 HB1837.The geoid height was determined by GEOID03.
 HB1837
 HB1837;                    North         East     Units Scale Factor Converg.
 HB1837;SPC MO E     -   159,646.826   333,091.455   MT  1.00001835   +0 34 02.4
 HB1837;UTM  16      - 4,127,724.883   272,724.060   MT  1.00023634   -1 33 10.0
 HB1837
 HB1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1837!SPC MO E     -   0.99998752  x   1.00001835  =   1.00000587
 HB1837!UTM  16      -   0.99998752  x   1.00023634  =   1.00022386
 HB1837
 HB1837                          SUPERSEDED SURVEY CONTROL
 HB1837
 HB1837  NAD 83(1997)-  37 16 06.17787(N)    089 33 47.36505(W) AD(       ) 1
 HB1837  NAD 83(1986)-  37 16 06.18197(N)    089 33 47.36795(W) AD(       ) 1
 HB1837  NGVD 29 (09/22/93)  107.68   (m)          353.3    (f) LEVELING    3  
 HB1837
 HB1837.Superseded values are not recommended for survey control.
 HB1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1837.See file dsdata.txt to determine how the superseded data were derived.
 HB1837
 HB1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7272427725(NAD 83)
 HB1837_MARKER: DD = SURVEY DISK
 HB1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1837_SP_SET: CONCRETE POST
 HB1837_STAMPING: CG-03 1990
 HB1837_MARK LOGO: MODNR 
 HB1837_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1837+STABILITY: SURFACE MOTION
 HB1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1837+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1997
 HB1837
 HB1837  HISTORY     - Date     Condition        Report By
 HB1837  HISTORY     - 1990     MONUMENTED       MODNR
 HB1837  HISTORY     - 19910203 GOOD
 HB1837  HISTORY     - 19970227 GOOD             NGS
 HB1837  HISTORY     - 19970627 GOOD             NGS
 HB1837  HISTORY     - 20010507 GOOD             MODNR
 HB1837
 HB1837                          STATION DESCRIPTION
 HB1837
 HB1837'DESCRIBED BY MO DEPT OF NAT RES 1990
 HB1837'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1837'THE STATION IS LOCATED IN THE SOUTH PART OF CAPE GIRARDEAU IN THE NW
 HB1837'ANGLE OF THE INTERSECTION OF OLD HIGHWAY 61 WITH AN UNNAMED ROAD
 HB1837'CONNECTING MARQUETTE DRIVE (EAST) WITH A CROSSOVER OF THE NEWER U. S.
 HB1837'HIGHWAY 61 ALIGNMENT.  IT IS 59.8 FT (18.2 M) WEST OF AN ASPHALT
 HB1837'NAIL IN THE CENTER LINE OF OLD U.S. 61, 49.05 FT (14.95 M) WEST OF
 HB1837'A COTTON PICKER SPINDLE (CPS) NEAR THE EDGE OF PAVEMENT, 29.3 FT
 HB1837'(8.9 M) NW OF ANOTHER CPS NEAR THE EDGE OF PAVEMENT, 23.3 FT
 HB1837'(7.1 M) NE OF A THIRD CPS NEAR PAVEMENT EDGE AND 46.7 FT (14.2 M)
 HB1837'NE OF AN ASPHALT NAIL IN THE CENTER LINE OF THE UNNAMED ROAD.
 HB1837'THE AZIMUTH MARK IS 0.55 MILES SOUTH IN THE SOUTHWEST ANGLE OF THE
 HB1837'INTERSECTION OF OLD U.S. HIGHWAY 61 WITH SPRIGG ST. (EAST) AND
 HB1837'MISSOURI HIGHWAY 74 (WEST).  IT IS 21.9 FT (6.7 M) SOUTH OF A CPS
 HB1837'IN THE SOUTH EDGE OF HIGHWAY 74, 32.1 FT (9.8 M) WEST OF A CPS IN
 HB1837'THE WEST EDGE OF OLD HIGHWAY 61, 34.2 FT (10.4 M) NNW OF A NAIL
 HB1837'AND SHINER IN THE WEST SIDE OF A ONE LANE BRIDGE SIGN, 14 FT
 HB1837'(4.3 M) SE OF A CUT -X- IN THE SW ANCHOR BOLT OF A BREAK-AWAY
 HB1837'HIGHWAY SIGN POST AND 87 1/2+ FT EAST OF USGS BENCHMARK 1 FDR 1966 IN
 HB1837'THE SW ABUTMENT OF A BRIDGE OVER RAMSEY BRANCH.
 HB1837'STATION AND AZIMUTH MARK TO REACH
 HB1837'TO REACH THE STATION FROM THE CENTER OF I-55 EXIT 93 (MISSOURI HIGHWAY
 HB1837'74) GO EAST ON 74 FOR 0.15 MILES TO OLD U.S. HIGHWAY 61 AND AZIMUTH
 HB1837'MARK ON RIGHT SOUTH IN SW ANGLE OF INTERSECTION AS DESCRIBED.
 HB1837'TO REACH THE STATION FROM THE AZIMUTH MARK, GO NORTH FOR 0.55 MILES TO
 HB1837'INTERSECTION WITH UNNAMED CROSSROAD AND STATION ON LEFT (WEST) IN NW
 HB1837'ANGLE AS DESCRIBED.
 HB1837'SPECIAL INFORMATION
 HB1837'DATE OF REPORT 07-25-1991
 HB1837
 HB1837                          STATION RECOVERY (1991)
 HB1837
 HB1837'RECOVERED 1991
 HB1837'RECOVERED IN GOOD CONDITION.
 HB1837
 HB1837                          STATION RECOVERY (1997)
 HB1837
 HB1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HB1837'THE STATION IS LOCATED IN THE SOUTHWEST PART OF CAPE GIRARDEAU, IN THE
 HB1837'GRASS NORTHWEST ANGLE OF THE INTERSECTION OF OLD U.S.  HIGHWAY 61 AND
 HB1837'AN UNNAMED ROAD CONNECTING MARQUETTE DRIVE EAST WITH A CROSSOVER OF
 HB1837'THE NEWER U.S.  HIGHWAY 61.  OWNERSHIP--STATE OF MISSOURI.  TO REACH
 HB1837'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE
 HB1837'HIGHWAY 74 (EXIT 93) , NEAR THE SOUTHWEST SIDE OF CAPE GIRARDEAU, GO
 HB1837'EAST, 0.24 KM (0.15 MI) ALONG HIGHWAY 74 TO OLD U.S.  HIGHWAY 61. TURN
 HB1837'LEFT, NORTH, 0.8 KM (0.50 MI) ALONG OLD HIGHWAY 61 TO THE STATION ON
 HB1837'THE LEFT, IN THE NORTHWEST GRASS ANGLE.  THE STATION IS AN ALUMINUM
 HB1837'DNR GEOGRAPHIC REFERENCE SYSTEM SURVEY MARKER SET IN THE TOP OF A
 HB1837'ROUND CONCRETE MONUMENT, IT IS 18.2 M (59.7 FT) WEST OF THE OLD
 HB1837'HIGHWAY 61 CENTERLINE, 14.2 M (46.6 FT) NORTHEAST OF THE UNNAMED ROAD
 HB1837'CENTERLINE, 0.5 M (1.6 FT) SOUTH OF A METAL FENCE POST AND WITNESS
 HB1837'POST, AND THE MONUMENT IS ABOUT 0.1 M (0.3 FT) BELOW THE ROAD LEVEL
 HB1837'AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES.
 HB1837
 HB1837                          STATION RECOVERY (1997)
 HB1837
 HB1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HB1837'RECOVERED AS DESCRIBED.
 HB1837
 HB1837                          STATION RECOVERY (2001)
 HB1837
 HB1837'RECOVERY NOTE BY MO DEPT OF NAT RES 2001 (JMH)
 HB1837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1838 ***********************************************************************
 HB1838  DESIGNATION -  CG 04
 HB1838  PID         -  HB1838
 HB1838  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1838  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1838
 HB1838                         *CURRENT SURVEY CONTROL
 HB1838  ___________________________________________________________________
 HB1838* NAD 83(1997)-  37 19 07.10928(N)    089 34 21.06132(W)     ADJUSTED  
 HB1838* NAVD 88     -       126.5    (meters)     415.     (feet)  VERTCON   
 HB1838  ___________________________________________________________________
 HB1838  X           -      37,891.835 (meters)                     COMP
 HB1838  Y           -  -5,078,569.407 (meters)                     COMP
 HB1838  Z           -   3,845,635.524 (meters)                     COMP
 HB1838  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 HB1838  ELLIP HEIGHT-          98.17  (meters)          (02/17/00) GPS OBS
 HB1838  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB1838
 HB1838  HORZ ORDER  -  FIRST
 HB1838  ELLP ORDER  -  FOURTH    CLASS I
 HB1838
 HB1838.The horizontal coordinates were established by GPS observations
 HB1838.and adjusted by the National Geodetic Survey in February 2000..
 HB1838
 HB1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1838
 HB1838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1838
 HB1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1838
 HB1838.The ellipsoidal height was determined by GPS observations
 HB1838.and is referenced to NAD 83.
 HB1838
 HB1838.The geoid height was determined by GEOID03.
 HB1838
 HB1838;                    North         East     Units Scale Factor Converg.
 HB1838;SPC MO E     -   165,216.652   332,206.515   MT  1.00001655   +0 33 44.3
 HB1838;UTM  16      - 4,133,324.885   272,045.749   MT  1.00024014   -1 33 36.9
 HB1838
 HB1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1838!SPC MO E     -   0.99998459  x   1.00001655  =   1.00000114
 HB1838!UTM  16      -   0.99998459  x   1.00024014  =   1.00022473
 HB1838
 HB1838                          SUPERSEDED SURVEY CONTROL
 HB1838
 HB1838  NAD 83(1997)-  37 19 07.10929(N)    089 34 21.06132(W) AD(       ) 1
 HB1838  NAD 83(1997)-  37 19 07.11934(N)    089 34 21.06269(W) AD(       ) 1
 HB1838  NAD 83(1986)-  37 19 07.12344(N)    089 34 21.06556(W) AD(       ) 1
 HB1838  NGVD 29 (09/22/93)  126.3    (m)          414.     (f) GPS OBS        
 HB1838
 HB1838.Superseded values are not recommended for survey control.
 HB1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1838.See file dsdata.txt to determine how the superseded data were derived.
 HB1838
 HB1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7204633325(NAD 83)
 HB1838_MARKER: DD = SURVEY DISK
 HB1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1838_SP_SET: CONCRETE POST
 HB1838_STAMPING: CG-04 1990
 HB1838_MARK LOGO: MODNR 
 HB1838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HB1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1838+STABILITY: SURFACE MOTION
 HB1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1838+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1992
 HB1838
 HB1838  HISTORY     - Date     Condition        Report By
 HB1838  HISTORY     - 1990     MONUMENTED       MODNR
 HB1838  HISTORY     - 19920201 GOOD
 HB1838
 HB1838                          STATION DESCRIPTION
 HB1838
 HB1838'DESCRIBED BY MO DEPT OF NAT RES 1990
 HB1838'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1838'THE STATION IS LOCATED ON THE EAST SIDE OF MT. AUBURN ROAD 62.2 FT
 HB1838'(19.0 M) NORTH OF THE CENTER LINE OF DOGWOOD DRIVE.   IT IS 85.7 FT
 HB1838'(26.1 M) SOUTH OF A NAIL AND SHINER ON THE WEST SIDE OF A UTILITY
 HB1838'POLE 37.8 FT (11.5 M) SW OF THE NW CORNER OF A CONCRETE DRIVEWAY
 HB1838'SLAB FOR HOUSE, NUMBER 3134 DOGWOOD, 4.6 FT (1.4 M) NE AND 5.0 FT
 HB1838'(1.5 M) SE OF A CUT -X- ON THE EAST MT. AUBURN CURB AND 2.1 FT
 HB1838'(0.6 M) BACK OF THE SAME CURB.
 HB1838'THE AZIMUTH MARK IS 0.25 MILES NORTH ON THE WEST SIDE OF MT. AUBURN IN
 HB1838'FRONT OF THE FORD AND SON FUNERAL HOME, CURRENTLY UNDER CONSTRUCTION.
 HB1838'IT IS 13.8 FT (4.2 M) SW AND 12.9 FT (3.9 M) NW OF CUT -X- ON
 HB1838'THE CURB, 8.8 FT (2.7 M) WEST OF THE BACK OF CURB AND 8.1 FT
 HB1838'(2.5 M) NE OF THE SOUTHEAST CORNER OF A BRICK PLANTER BOX WITH
 HB1838'FLAGPOLE AT THE WEST END AND 8.4 FT (2.6 M) SE OF THE NORTHEAST
 HB1838'CORNER OF THE PLANTER.
 HB1838'STATION AND AZIMUTH MARK TO REACH
 HB1838'TO REACH THE STATION FROM THE CENTER OF I-55 EXIT 96 (RT.K) IN CAPE
 HB1838'GIRARDEAU, GO EAST ON ROUTE K (WILLIAM ST.) FOR 0.3 MILES TO MT.
 HB1838'AUBURN ROAD., TURN LEFT AND GO NORTH ON MT. AUBURN FOR 1.15 MILES TO
 HB1838'STATION ON RIGHT (EAST) SIDE AS DESCRIBED.
 HB1838'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON MT. AUBURN RD.
 HB1838'FOR 0.25 MILES TO MARK ON LEFT (WEST) SIDE AS DESCRIBED.
 HB1838'SPECIAL INFORMATION
 HB1838'DATE OF REPORT 07-25-1991
 HB1838
 HB1838                          STATION RECOVERY (1992)
 HB1838
 HB1838'RECOVERED 1992
 HB1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1839 ***********************************************************************
 HB1839  DESIGNATION -  CG 05
 HB1839  PID         -  HB1839
 HB1839  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1839  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1839
 HB1839                         *CURRENT SURVEY CONTROL
 HB1839  ___________________________________________________________________
 HB1839* NAD 83(1997)-  37 18 03.94969(N)    089 31 08.10871(W)     ADJUSTED  
 HB1839* NAVD 88     -       104.3    (meters)     342.     (feet)  VERTCON   
 HB1839  ___________________________________________________________________
 HB1839  X           -      42,652.381 (meters)                     COMP
 HB1839  Y           -  -5,079,694.342 (meters)                     COMP
 HB1839  Z           -   3,844,073.420 (meters)                     COMP
 HB1839  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 HB1839  ELLIP HEIGHT-          76.07  (meters)          (02/17/00) GPS OBS
 HB1839  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB1839
 HB1839  HORZ ORDER  -  FIRST
 HB1839  ELLP ORDER  -  FOURTH    CLASS I
 HB1839
 HB1839.The horizontal coordinates were established by GPS observations
 HB1839.and adjusted by the National Geodetic Survey in February 2000..
 HB1839
 HB1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1839
 HB1839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1839
 HB1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1839
 HB1839.The ellipsoidal height was determined by GPS observations
 HB1839.and is referenced to NAD 83.
 HB1839
 HB1839.The geoid height was determined by GEOID03.
 HB1839
 HB1839;                    North         East     Units Scale Factor Converg.
 HB1839;SPC MO E     -   163,317.549   336,977.446   MT  1.00002649   +0 35 40.5
 HB1839;UTM  16      - 4,131,249.992   276,744.050   MT  1.00021402   -1 31 37.6
 HB1839
 HB1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1839!SPC MO E     -   0.99998806  x   1.00002649  =   1.00001455
 HB1839!UTM  16      -   0.99998806  x   1.00021402  =   1.00020208
 HB1839
 HB1839                          SUPERSEDED SURVEY CONTROL
 HB1839
 HB1839  NAD 83(1997)-  37 18 03.94970(N)    089 31 08.10870(W) AD(       ) 1
 HB1839  NAD 83(1997)-  37 18 03.95974(N)    089 31 08.11005(W) AD(       ) 1
 HB1839  NAD 83(1986)-  37 18 03.96384(N)    089 31 08.11295(W) AD(       ) 1
 HB1839  NGVD 29 (09/22/93)  104.2    (m)          342.     (f) GPS OBS        
 HB1839
 HB1839.Superseded values are not recommended for survey control.
 HB1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1839.See file dsdata.txt to determine how the superseded data were derived.
 HB1839
 HB1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7674431250(NAD 83)
 HB1839_MARKER: DD = SURVEY DISK
 HB1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1839_SP_SET: CONCRETE POST
 HB1839_STAMPING: CG-05 1991
 HB1839_MARK LOGO: MODNR 
 HB1839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HB1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1839+STABILITY: SURFACE MOTION
 HB1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1839+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1992
 HB1839
 HB1839  HISTORY     - Date     Condition        Report By
 HB1839  HISTORY     - 1991     MONUMENTED       MODNR
 HB1839  HISTORY     - 19920201 GOOD
 HB1839
 HB1839                          STATION DESCRIPTION
 HB1839
 HB1839'DESCRIBED BY MO DEPT OF NAT RES 1991
 HB1839'DATE OF REPORT 10-26-1992
 HB1839'STATION CG-05, 1991
 HB1839'DESCRIPTION
 HB1839'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1839'THE STATION IS LOCATED IN DOWNTOWN CAPE GIRARDEAU AND IN THE GRASSY
 HB1839'ISLAND BETWEEN THE NORTH AND SOUTH LANES OF MAIN STREET 315+ FT NORTH
 HB1839'OF THE CENTER LINE OF WILLIAM STREET.  IT IS 20.1 FT (6.1 M) EAST OF
 HB1839'THE CENTER LINE OF THE SOUTHBOUND LANE, 5.1 FT (1.6 M) EAST OF THE
 HB1839'WEST CURB OF THE ISLAND, 6.94 FT (2.12 M) SW OF THE NW CORNER OF A
 HB1839'STONE MONUMENT FOR MURTAUGH PARK AND 6.93 FT (2.11 M) NW OF THE SW
 HB1839'CORNER OF THE SAME MONUMENT.
 HB1839'THE AZIMUTH MARK IS 0.4 MILES NORTH ON THE WEST SIDE OF NORTH MAIN
 HB1839'STREET 390+ FT  NORTH OF THE CENTER LINE OF BROADWAY  IT IS 7.3 FT
 HB1839'(2.2 M) NE OF THE NE CORNER OF BLDG. 231 N. MAIN, 106.9 FT
 HB1839'(32.6 M) NW OF THE NW CORNER OF BLDG. 220 N. MAIN, 25.1 FT (7.7 M)
 HB1839'WEST OF CENTER LINE AND 112.2 FT (34.2 M) SW OF THE CENTER OF A FIRE
 HB1839'HYDRANT ON THE EAST SIDE OF N. MAIN.
 HB1839'STATION AND AZIMUTH MARK TO REACH
 HB1839'TO REACH THE STATION FROM THE CENTER OF THE INTERSECTION OF
 HB1839'KINGSHIGHWAY (BUS. LOOP I-55, US HWY. 61 AND MO. HWY. 34) AND WILLIAM
 HB1839'STREET (MO. HWY. 34 EAST), GO EAST ON WILLIAM STREET FOR 1.35 MILES
 HB1839'TO SPRIGG STREET WHERE MO. HWY. 34 TURNS SOUTH AND CONTINUE EAST ON
 HB1839'WILLIAM FOR 0.4 MILES TO MAIN ST.  TURN LEFT AND GO NORTH ON MAIN FOR
 HB1839'0.05 MILES (315 FT ) TO STATION SITE ON LEFT (WEST) IN MEDIAN ISLAND
 HB1839'AS DESCRIBED.
 HB1839'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON MAIN ST.
 HB1839'FOR 0.4 MILES TO MARK ON LEFT ABOUT 390 FT (118.9 M) NORTH OF THE
 HB1839'BROADWAY INTERSECTION AS DESCRIBED.
 HB1839'SPECIAL INFORMATION
 HB1839
 HB1839                          STATION RECOVERY (1992)
 HB1839
 HB1839'RECOVERED 1992
 HB1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1840 ***********************************************************************
 HB1840  DESIGNATION -  CG 06
 HB1840  PID         -  HB1840
 HB1840  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1840  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1840
 HB1840                         *CURRENT SURVEY CONTROL
 HB1840  ___________________________________________________________________
 HB1840* NAD 83(1997)-  37 20 02.24346(N)    089 32 35.94255(W)     ADJUSTED  
 HB1840* NAVD 88     -       145.8    (meters)     478.     (feet)  VERTCON   
 HB1840  ___________________________________________________________________
 HB1840  X           -      40,471.930 (meters)                     COMP
 HB1840  Y           -  -5,077,534.215 (meters)                     COMP
 HB1840  Z           -   3,846,998.896 (meters)                     COMP
 HB1840  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 HB1840  ELLIP HEIGHT-         117.53  (meters)          (02/17/00) GPS OBS
 HB1840  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB1840
 HB1840  HORZ ORDER  -  FIRST
 HB1840  ELLP ORDER  -  FOURTH    CLASS I
 HB1840
 HB1840.The horizontal coordinates were established by GPS observations
 HB1840.and adjusted by the National Geodetic Survey in February 2000..
 HB1840
 HB1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1840
 HB1840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1840
 HB1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1840
 HB1840.The ellipsoidal height was determined by GPS observations
 HB1840.and is referenced to NAD 83.
 HB1840
 HB1840.The geoid height was determined by GEOID03.
 HB1840
 HB1840;                    North         East     Units Scale Factor Converg.
 HB1840;SPC MO E     -   166,942.126   334,777.450   MT  1.00002184   +0 34 48.8
 HB1840;UTM  16      - 4,134,954.285   274,679.400   MT  1.00022543   -1 32 35.0
 HB1840
 HB1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1840!SPC MO E     -   0.99998156  x   1.00002184  =   1.00000340
 HB1840!UTM  16      -   0.99998156  x   1.00022543  =   1.00020698
 HB1840
 HB1840                          SUPERSEDED SURVEY CONTROL
 HB1840
 HB1840  NAD 83(1997)-  37 20 02.24347(N)    089 32 35.94254(W) AD(       ) 1
 HB1840  NAD 83(1997)-  37 20 02.25352(N)    089 32 35.94390(W) AD(       ) 1
 HB1840  NAD 83(1986)-  37 20 02.25763(N)    089 32 35.94678(W) AD(       ) 1
 HB1840  NGVD 29 (09/22/93)  145.7    (m)          478.     (f) GPS OBS        
 HB1840
 HB1840.Superseded values are not recommended for survey control.
 HB1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1840.See file dsdata.txt to determine how the superseded data were derived.
 HB1840
 HB1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7467934954(NAD 83)
 HB1840_MARKER: DD = SURVEY DISK
 HB1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1840_SP_SET: CONCRETE POST
 HB1840_STAMPING: CG-06 1991
 HB1840_MARK LOGO: MODNR 
 HB1840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HB1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1840+STABILITY: SURFACE MOTION
 HB1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1840+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1992
 HB1840
 HB1840  HISTORY     - Date     Condition        Report By
 HB1840  HISTORY     - 1991     MONUMENTED       MODNR
 HB1840  HISTORY     - 19920201 GOOD
 HB1840
 HB1840                          STATION DESCRIPTION
 HB1840
 HB1840'DESCRIBED BY MO DEPT OF NAT RES 1991
 HB1840'DATE OF REPORT 10-26-1992
 HB1840'STATION  CG-06, 1991
 HB1840'DESCRIPTION
 HB1840'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1840'THE STATION IS LOCATED IN CHEROKEE PARK IN THE NORTH PART OF THE CITY
 HB1840'OF CAPE GIRARDEAU AND NEAR SHELTER NO. 2.  IT IS 47.4 FT (14.4 M) NW
 HB1840'OF THE CENTER LINE OF THE PARK DRIVE, 108.1 FT (32.9 M) NORTH OF THE
 HB1840'NW CORNER OF THE SHELTER, 95.58 FT (29.13 M) NORTH OF THE NE CORNER
 HB1840'OF THE SHELTER AND 209.08 FT (63.73 M) SE OF THE EASTERLY CORNER OF
 HB1840'A BRICK REST ROOM BUILDING.
 HB1840'THE AZIMUTH MARK IS 1011+ FT  SW OF THE STATION NEAR A FORMER DWELLING
 HB1840'SITE IN THE PARK AND ON A HIGH BANK ON THE EAST SIDE OF PERRYVILLE
 HB1840'RD.  IT IS 61.6 FT (18.8 M) ENE OF THE CENTER LINE OF PERRYVILLE,
 HB1840'108.4 FT (33.0 M) NORTH OF NORTH FACE OF A 14 INCH CEDAR TREE, 116.5
 HB1840'FT (35.5 M) NW OF THE NW FACE OF A 21 INCH WALNUT TREE AND 142.3 FT
 HB1840'(43.4 M) SW OF THE SW FACE OF A 26 INCH WALNUT.
 HB1840'STATION AND AZIMUTH MARK TO REACH
 HB1840'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF KINGSHIGHWAY (BUS.
 HB1840'LOOP I-55/US HWY. 61 AND MO. HWY. 34) WITH WILLIAM STREET (MO HWY 34
 HB1840'EAST/RTE. K WEST), GO NORTH ON KINGSHIGHWAY FOR 0.9 MILES TO A
 HB1840'TRAFFIC LIGHT INTERSECTION WITH CAPE ROCK DRIVE. TURN RIGHT AND GO
 HB1840'NORTHEASTERLY ON CAPE ROCK FOR 1.15 MILES TO PERRYVILLE ROAD.  TURN
 HB1840'LEFT AND GO NORTHWESTERLY FOR 0.2 MILES TO THE AZIMUTH MARK ON A HIGH
 HB1840'BANK ON THE RIGHT (EAST) SIDE OF THE ROAD.
 HB1840'TO REACH THE STATION FROM THE AZIMUTH MARK CONTINUE NORTHWESTERLY ON
 HB1840'PERRYVILLE ROAD FOR 0.15 MILES TO THE ENTRANCE TO CHEROKEE PARK ON
 HB1840'RIGHT.  TURN RIGHT AND GO NORTHEASTERLY FOR 0.05 MILES TO A
 HB1840'Y-INTERSECTION WITH WOODHAVEN RD. (NORTH).  VEER RIGHT AND CONTINUE
 HB1840'TO FOLLOW MAIN PARK ROAD FOR 0.15 MILES TO STATION SITE ON THE LEFT
 HB1840'JUST BEYOND PARK SHELTER NO. 2 (ON RIGHT).
 HB1840'SPECIAL INFORMATION
 HB1840
 HB1840                          STATION RECOVERY (1992)
 HB1840
 HB1840'RECOVERED 1992
 HB1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1841 ***********************************************************************
 HB1841  DESIGNATION -  CG 07
 HB1841  PID         -  HB1841
 HB1841  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1841  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1841
 HB1841                         *CURRENT SURVEY CONTROL
 HB1841  ___________________________________________________________________
 HB1841* NAD 83(1997)-  37 21 29.15296(N)    089 33 40.02336(W)     ADJUSTED  
 HB1841* NAVD 88     -       141.7    (meters)     465.     (feet)  VERTCON   
 HB1841  ___________________________________________________________________
 HB1841  X           -      38,882.002 (meters)                     COMP
 HB1841  Y           -  -5,075,917.910 (meters)                     COMP
 HB1841  Z           -   3,849,126.446 (meters)                     COMP
 HB1841  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 HB1841  ELLIP HEIGHT-         113.38  (meters)          (02/17/00) GPS OBS
 HB1841  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HB1841
 HB1841  HORZ ORDER  -  FIRST
 HB1841  ELLP ORDER  -  FOURTH    CLASS I
 HB1841
 HB1841.The horizontal coordinates were established by GPS observations
 HB1841.and adjusted by the National Geodetic Survey in February 2000..
 HB1841
 HB1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1841
 HB1841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1841
 HB1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1841
 HB1841.The ellipsoidal height was determined by GPS observations
 HB1841.and is referenced to NAD 83.
 HB1841
 HB1841.The geoid height was determined by GEOID03.
 HB1841
 HB1841;                    North         East     Units Scale Factor Converg.
 HB1841;SPC MO E     -   169,605.543   333,173.391   MT  1.00001852   +0 34 11.1
 HB1841;UTM  16      - 4,137,675.890   273,174.834   MT  1.00023381   -1 33 17.0
 HB1841
 HB1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1841!SPC MO E     -   0.99998221  x   1.00001852  =   1.00000073
 HB1841!UTM  16      -   0.99998221  x   1.00023381  =   1.00021601
 HB1841
 HB1841                          SUPERSEDED SURVEY CONTROL
 HB1841
 HB1841  NAD 83(1997)-  37 21 29.15297(N)    089 33 40.02335(W) AD(       ) 1
 HB1841  NAD 83(1997)-  37 21 29.16303(N)    089 33 40.02472(W) AD(       ) 1
 HB1841  NAD 83(1986)-  37 21 29.16713(N)    089 33 40.02758(W) AD(       ) 1
 HB1841  NGVD 29 (09/22/93)  141.6    (m)          465.     (f) GPS OBS        
 HB1841
 HB1841.Superseded values are not recommended for survey control.
 HB1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1841.See file dsdata.txt to determine how the superseded data were derived.
 HB1841
 HB1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7317537676(NAD 83)
 HB1841_MARKER: DD = SURVEY DISK
 HB1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1841_SP_SET: CONCRETE POST
 HB1841_STAMPING: CG-07 1991
 HB1841_MARK LOGO: MODNR 
 HB1841_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HB1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1841+STABILITY: SURFACE MOTION
 HB1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1841+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1992
 HB1841
 HB1841  HISTORY     - Date     Condition        Report By
 HB1841  HISTORY     - 1991     MONUMENTED       MODNR
 HB1841  HISTORY     - 19920201 GOOD
 HB1841
 HB1841                          STATION DESCRIPTION
 HB1841
 HB1841'DESCRIBED BY MO DEPT OF NAT RES 1991
 HB1841'DATE OF REPORT 10-26-1992
 HB1841'STATION CG-07
 HB1841'DESCRIPTION
 HB1841'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1841'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY OF CAPE
 HB1841'GIRARDEAU AND ON THE GROUNDS OF THE CAPE GIRARDEAU JAYCEE MUNICIPAL
 HB1841'GOLF COURSE AT THE EAST SIDE OF A PLANTER BOX AT THE EAST END OF THE
 HB1841'CLUBHOUSE.  IT IS 12.58 FT (3.83 M) SE OF THE CENTER OF THE FLAG
 HB1841'POLE IN THE PLANTER BOX, 85.19 FT (25.97 M) SSW OF THE SOUTH CORNER
 HB1841'OF A SHELTER, 96.5 FT (29.4 M) WNW OF THE NW CORNER OF A MAINTENANCE
 HB1841'BUILDING, 9.0 FT (2.7 M) NNE OF THE SE CORNER OF THE PLANTER BOX AND
 HB1841'2 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST.
 HB1841'THE AZIMUTH MARK IS 1550+ ESE BETWEEN GREEN 5 AND TEE 6. IT IS 16.4
 HB1841'FT (5.0 M) NORTH OF THE EDGE OF THE CART PATH AND IN A NORTH-SOUTH
 HB1841'ROW OF TREES.
 HB1841'STATION AND AZIMUTH MARK TO REACH
 HB1841'TO REACH THE STATION FROM THE CENTER OF I-55 EXIT 99 (US HWY. 61, MO.
 HB1841'HWY. 34 AND BUS. LOOP I-55), GO SOUTH ON BUS. LOOP 55 FOR 2.0 MILES TO
 HB1841'ROUTE W, TURN LEFT AND GO NORTHERLY ON ROUTE W FOR 1.2 MILES TO A 90O
 HB1841'TURN IN ROUTE W (COUNTY ROAD 620 CONTINUES NORTH).  TURN RIGHT AND
 HB1841'FOLLOW RTE. W EASTERLY THEN NORTHERLY FOR 1.3 MILES TO A T-JUNCTION
 HB1841'AND TOP SIGN (RTE. W TURNS WEST AND A SHORT UNNAMED SECTION OF ROAD
 HB1841'GOES EAST).  TURN RIGHT AND GO EAST AND SOUTHEAST FOR 0.1 MILES TO A
 HB1841'Y-JUNCTION WITH PERRYVILLE RD. MERGE RIGHT AND GO SOUTH ON PERRYVILLE
 HB1841'FOR 0.05 MILES TO ENTRANCE TO THE CAPE GIRARDEAU JAYCEE MUNICIPAL
 HB1841'GOLF COURSE ON LEFT   TURN LEFT AND GO 0.1 MILES ON ENTRANCE DRIVE TO
 HB1841'THE CLUBHOUSE AND STATION SITE ON LEFT AT TOP OF HILL AS DESCRIBED.
 HB1841'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST-SOUTHEAST FOR 1550+
 HB1841'FT TO TEE 6 AND MARK AS DESCRIBED.
 HB1841'SPECIAL INFORMATION
 HB1841
 HB1841                          STATION RECOVERY (1992)
 HB1841
 HB1841'RECOVERED 1992
 HB1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1842 ***********************************************************************
 HB1842  DESIGNATION -  CG 08
 HB1842  PID         -  HB1842
 HB1842  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1842  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1842
 HB1842                         *CURRENT SURVEY CONTROL
 HB1842  ___________________________________________________________________
 HB1842* NAD 83(1997)-  37 18 27.35510(N)    089 33 36.77109(W)     ADJUSTED  
 HB1842* NAVD 88     -       124.9    (meters)     410.     (feet)  VERTCON   
 HB1842  ___________________________________________________________________
 HB1842  X           -      38,988.023 (meters)                     COMP
 HB1842  Y           -  -5,079,302.785 (meters)                     COMP
 HB1842  Z           -   3,844,659.805 (meters)                     COMP
 HB1842  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 HB1842  ELLIP HEIGHT-          96.58  (meters)          (02/17/00) GPS OBS
 HB1842  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB1842
 HB1842  HORZ ORDER  -  FIRST
 HB1842  ELLP ORDER  -  FOURTH    CLASS I
 HB1842
 HB1842.The horizontal coordinates were established by GPS observations
 HB1842.and adjusted by the National Geodetic Survey in February 2000..
 HB1842
 HB1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1842
 HB1842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1842
 HB1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1842
 HB1842.The ellipsoidal height was determined by GPS observations
 HB1842.and is referenced to NAD 83.
 HB1842
 HB1842.The geoid height was determined by GEOID03.
 HB1842
 HB1842;                    North         East     Units Scale Factor Converg.
 HB1842;SPC MO E     -   164,001.891   333,309.177   MT  1.00001880   +0 34 10.7
 HB1842;UTM  16      - 4,132,069.847   273,102.901   MT  1.00023421   -1 33 08.6
 HB1842
 HB1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1842!SPC MO E     -   0.99998484  x   1.00001880  =   1.00000364
 HB1842!UTM  16      -   0.99998484  x   1.00023421  =   1.00021905
 HB1842
 HB1842                          SUPERSEDED SURVEY CONTROL
 HB1842
 HB1842  NAD 83(1997)-  37 18 27.35511(N)    089 33 36.77108(W) AD(       ) 1
 HB1842  NAD 83(1997)-  37 18 27.36515(N)    089 33 36.77245(W) AD(       ) 1
 HB1842  NAD 83(1986)-  37 18 27.36925(N)    089 33 36.77533(W) AD(       ) 1
 HB1842  NGVD 29 (09/22/93)  124.8    (m)          409.     (f) GPS OBS        
 HB1842
 HB1842.Superseded values are not recommended for survey control.
 HB1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1842.See file dsdata.txt to determine how the superseded data were derived.
 HB1842
 HB1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7310332070(NAD 83)
 HB1842_MARKER: DD = SURVEY DISK
 HB1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1842_SP_SET: CONCRETE POST
 HB1842_STAMPING: CG-08 1991
 HB1842_MARK LOGO: MODNR 
 HB1842_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HB1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1842+STABILITY: SURFACE MOTION
 HB1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1842+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1992
 HB1842
 HB1842  HISTORY     - Date     Condition        Report By
 HB1842  HISTORY     - 1991     MONUMENTED       MODNR
 HB1842  HISTORY     - 19920201 GOOD
 HB1842
 HB1842                          STATION DESCRIPTION
 HB1842
 HB1842'DESCRIBED BY MO DEPT OF NAT RES 1991
 HB1842'DATE OF REPORT 10-26-1992
 HB1842'TATION  CG-08
 HB1842'DESCRIPTION
 HB1842'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1842'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 HB1842'GORDONVILLE ROAD/E. RODNEY WITH INDEPENDENCE STREET.  IT IS 40.8 FT
 HB1842'(12.4 M) EAST OF THE CENTER LINE OF GORDONVILLE ROAD, 33.2 FT
 HB1842'(10.1 M) SOUTH OF THE CENTER LINE OF INDEPENDENCE, 122.8 FT
 HB1842'(37.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE ARMORY BLDG. IN
 HB1842'THE NORTHEAST ANGLE OF THE INTERSECTION AND 155.1 FT (47.3 M)
 HB1842'SOUTHEAST OF THE SOUTHEAST CORNER OF AN APARTMENT BUILDING IN THE
 HB1842'NORTHWEST ANGLE.
 HB1842'THE AZIMUTH MARK IS 1.0 MILES EAST ON THE NORTH SIDE OF INDEPENDENCE
 HB1842'NEAR THE EAST PROPERTY LINE OF BRICK BUILDING 1606. IT IS 2.5 FT
 HB1842'(0.8 M) WEST OF THE WEST FACE OF A POWER POLE, 0.7 FT (0.2 M) NORTH
 HB1842'OF THE SIDEWALK, 24.0 FT (7.3 M) NORTH OF THE CENTER LINE OF
 HB1842'INDEPENDENCE AND 0.8 FT (0.2 M) SSW OF AN IRON PIN SET BY L.S.
 HB1842'1627.
 HB1842'STATION AND AZIMUTH MARK TO REACH
 HB1842'TO REACH THE STATION FROM THE CENTER OF I-55 EXIST 96 (RTE. K, WILLIAM
 HB1842'ST.) IN CAPE GIRARDEAU, GO EAST ON RTE. K FOR 0.3 MILES TO TRAFFIC
 HB1842'LIGHT INTERSECTION WITH MT. AUBURN RD., TURN LEFT AND GO NORTH ON MT.
 HB1842'AUBURN RD. FOR 0.4 MILES TO INDEPENDENCE ST. ON THE RIGHT.  TURN
 HB1842'RIGHT AND GO EAST ON INDEPENDENCE FOR 0.75 MILES TO THE INTERSECTION
 HB1842'WITH GORDONVILLE RD. (SW) AND E. RODNEY DR. (N) AND STATION AS
 HB1842'DESCRIBED IN THE SOUTHEAST ANGLE.
 HB1842'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 HB1842'INDEPENDENCE FOR 1.0 MILES TO MARK ON THE LEFT (NORTH) AT CREST OF A
 HB1842'GRADE AS DESCRIBED.
 HB1842'SPECIAL INFORMATION
 HB1842
 HB1842                          STATION RECOVERY (1992)
 HB1842
 HB1842'RECOVERED 1992
 HB1842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1843 ***********************************************************************
 HB1843  DESIGNATION -  CGLF MON 2
 HB1843  PID         -  HB1843
 HB1843  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1843  USGS QUAD   -  MC CLURE (1993)
 HB1843
 HB1843                         *CURRENT SURVEY CONTROL
 HB1843  ___________________________________________________________________
 HB1843* NAD 83(1997)-  37 20 56.81524(N)    089 29 12.51163(W)     ADJUSTED  
 HB1843* NAVD 88     -       137.9    (meters)     452.     (feet)  VERTCON   
 HB1843  ___________________________________________________________________
 HB1843  X           -      45,470.486 (meters)                     COMP
 HB1843  Y           -  -5,076,465.118 (meters)                     COMP
 HB1843  Z           -   3,848,331.702 (meters)                     COMP
 HB1843  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HB1843  ELLIP HEIGHT-         109.66  (meters)          (02/17/00) GPS OBS
 HB1843  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HB1843
 HB1843  HORZ ORDER  -  FIRST
 HB1843  ELLP ORDER  -  FOURTH    CLASS I
 HB1843
 HB1843.The horizontal coordinates were established by GPS observations
 HB1843.and adjusted by the National Geodetic Survey in February 2000..
 HB1843
 HB1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1843
 HB1843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1843
 HB1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1843
 HB1843.The ellipsoidal height was determined by GPS observations
 HB1843.and is referenced to NAD 83.
 HB1843
 HB1843.The geoid height was determined by GEOID03.
 HB1843
 HB1843;                    North         East     Units Scale Factor Converg.
 HB1843;SPC MO E     -   168,676.684   339,767.108   MT  1.00003256   +0 36 53.0
 HB1843;UTM  16      - 4,136,503.040   279,730.837   MT  1.00019769   -1 30 33.4
 HB1843
 HB1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1843!SPC MO E     -   0.99998279  x   1.00003256  =   1.00001535
 HB1843!UTM  16      -   0.99998279  x   1.00019769  =   1.00018048
 HB1843
 HB1843                          SUPERSEDED SURVEY CONTROL
 HB1843
 HB1843  NAD 83(1997)-  37 20 56.81525(N)    089 29 12.51162(W) AD(       ) 1
 HB1843  NAD 83(1997)-  37 20 56.82530(N)    089 29 12.51295(W) AD(       ) 1
 HB1843  NAD 83(1986)-  37 20 56.82940(N)    089 29 12.51585(W) AD(       ) 1
 HB1843  NGVD 29 (09/22/93)  137.8    (m)          452.     (f) GPS OBS        
 HB1843
 HB1843.Superseded values are not recommended for survey control.
 HB1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1843.See file dsdata.txt to determine how the superseded data were derived.
 HB1843
 HB1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7973136503(NAD 83)
 HB1843_MARKER: DD = SURVEY DISK
 HB1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1843_SP_SET: CONCRETE POST
 HB1843_STAMPING: T31N R14E S22 USS 2276 MON 2 1991 LS 1927
 HB1843_MARK LOGO: MODNR 
 HB1843_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1843+STABILITY: SURFACE MOTION
 HB1843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1843+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1992
 HB1843
 HB1843  HISTORY     - Date     Condition        Report By
 HB1843  HISTORY     - 1991     MONUMENTED       MODNR
 HB1843  HISTORY     - 19920201 GOOD
 HB1843
 HB1843                          STATION DESCRIPTION
 HB1843
 HB1843'DESCRIBED BY MO DEPT OF NAT RES 1991
 HB1843'DATE OF REPORT 10-26-1992
 HB1843'STATION CGLF-MON2, 1991
 HB1843'DESCRIPTION
 HB1843'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1843'THE STATION IS A 3 INCH BRASS DISK STAMPED TO IDENTIFY A PROPERTY LINE
 HB1843'INTERSECTION WITH NORTH LINE OF USS 2276 SET IN A 12 IN. DIAMETER
 HB1843'CONCRETE MONUMENT 21 INCHES DEEP WITH A FLARED BASE.
 HB1843'THE STATION IS LOCATED ABOUT 4 MILES NE OF DOWNTOWN CAPE GIRARDEAU ON
 HB1843'THE NW SIDE OF MO. HWY. 177 ABOUT 0.05 MILES SW OF THE ENTRANCE TO
 HB1843'THE CAPE GIRARDEAU LANDFILL.  IT IS 35.7 FT (10.9 M) SW OF THE SW
 HB1843'CORNER OF AN ABANDONED FRAME BUILDING, 1.6 FT (0.5 M) SW AND 1.5 FT
 HB1843'(0.5 M) NE OF T-SECTION FENCE POSTS ON THE U.S.S. LINE.
 HB1843'THE AZ MARK IS A 3 INCH BRASS DISK STAMPED TO IDENTIFY AS A WITNESS
 HB1843'CORNER 1749.53 FT (533.26 M) SOUTH OF THE CORNER TO SECTIONS 15, 16,
 HB1843'21 AND 22, T31N, R14E SET IN A 12 IN. DIAMETER CONCRETE MON. IN. DEEP
 HB1843'WITH A FLARED BASE.  IT IS LOCATED ON THE NORTH SIDE OF A PRIVATE
 HB1843'ENTRANCE AND IN THE SW CORNER OF A FENCED FIELD. IT IS 21 FT (6.4 M)
 HB1843'NORTH OF THE CENTER LINE OF THE ENTRANCE DRIVE, 8.4 FT (2.6 M) NNE OF
 HB1843'THE STUMP FENCE CORNER, 4.7 FT (1.4 M) WEST OF THE N-S FENCE, 119.06
 HB1843'FT (36.29 M) SSE OF THE SE CORNER OF A FRAME HOUSE AND T-SECTION
 HB1843'FENCE POSTS ARE SET 1.5 FT (0.5 M) NORTH AND 1.5 FT (0.5 M) SOUTH
 HB1843'OF THE MONUMENT.
 HB1843'STATION AND AZIMUTH MARK TO REACH
 HB1843'TO REACH THE AZIMUTH MARK (CGLF-MON1) FROM THE INTERSECTION OF
 HB1843'KINGSHIGHWAY (US HWY 61 AND BUS. LOOP I-55) WITH WILLIAM STREET (RTE
 HB1843'K WEST AND MO. HWY. 34 EAST), GO EAST ON WILLIAM ST. FOR 1.8 MILES TO
 HB1843'SPANISH ST. (MO. HWY. 177).  TURN LEFT AND FOLLOW MO. HWY. 177
 HB1843'NORTHERLY ALONG VARIOUS STREETS FOR 5.1 MILES TO CAPE ROCK DRIVE
 HB1843'(CAPE GIRARDEAU CO. RD. 643) ON LEFT CONTINUE NORTHEASTERLY ON MO.
 HB1843'HWY. 177 FOR 1.25 MILES TO A PRIVATE ENTRANCE ON THE LEFT   TURN LEFT
 HB1843'AND FOLLOW DRIVE NORTHWESTERLY FOR 0.15 MILES TO AZIMUTH ON RIGHT AS
 HB1843'DESCRIBED.
 HB1843'TO REACH THE STATION (CGLF-MON2) FROM THE AZIMUTH RETURN TO HWY. 177
 HB1843'AT PRIVATE ENTRANCE AND GO NORTHEASTERLY ON HWY. 177 FOR 1/4 MILE TO
 HB1843'A FIELD ENTRANCE ON LEFT (NW SIDE OF ROAD), TURN LEFT AND FOLLOW ROAD
 HB1843'UP HILL FOR 400+ FT  TO STATION SITE AS DESCRIBED.
 HB1843'SPECIAL INFORMATION
 HB1843
 HB1843                          STATION RECOVERY (1992)
 HB1843
 HB1843'RECOVERED 1992
 HB1843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7141 ***********************************************************************
 AC7141  DESIGNATION -  CH 01
 AC7141  PID         -  AC7141
 AC7141  STATE/COUNTY-  MO/CHRISTIAN
 AC7141  USGS QUAD   -  NIXA (1975)
 AC7141
 AC7141                         *CURRENT SURVEY CONTROL
 AC7141  ___________________________________________________________________
 AC7141* NAD 83(1997)-  37 05 33.89720(N)    093 16 06.69221(W)     ADJUSTED  
 AC7141* NAVD 88     -       364.7    (meters)    1197.     (feet)  GPS OBS   
 AC7141  ___________________________________________________________________
 AC7141  X           -    -290,440.857 (meters)                     COMP
 AC7141  Y           -  -5,085,773.111 (meters)                     COMP
 AC7141  Z           -   3,825,811.116 (meters)                     COMP
 AC7141  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AC7141  ELLIP HEIGHT-         335.73  (meters)          (02/17/00) GPS OBS
 AC7141  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 AC7141
 AC7141  HORZ ORDER  -  FIRST
 AC7141  ELLP ORDER  -  FOURTH    CLASS I
 AC7141
 AC7141.The horizontal coordinates were established by GPS observations
 AC7141.and adjusted by the National Geodetic Survey in February 2000..
 AC7141
 AC7141.The orthometric height was determined by GPS observations and a
 AC7141.high-resolution geoid model.
 AC7141
 AC7141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7141
 AC7141.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7141
 AC7141.The ellipsoidal height was determined by GPS observations
 AC7141.and is referenced to NAD 83.
 AC7141
 AC7141.The geoid height was determined by GEOID03.
 AC7141
 AC7141;                    North         East     Units Scale Factor Converg.
 AC7141;SPC MO C     -   140,021.422   431,679.421   MT  0.99999081   -0 27 48.7
 AC7141;UTM  15      - 4,105,195.149   476,136.674   MT  0.99960701   -0 09 43.0
 AC7141
 AC7141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7141!SPC MO C     -   0.99994732  x   0.99999081  =   0.99993813
 AC7141!UTM  15      -   0.99994732  x   0.99960701  =   0.99955435
 AC7141
 AC7141                          SUPERSEDED SURVEY CONTROL
 AC7141
 AC7141  NAD 83(1997)-  37 05 33.89738(N)    093 16 06.69213(W) AD(       ) 1
 AC7141  NAD 83(1986)-  37 05 33.91006(N)    093 16 06.69238(W) AD(       ) 1
 AC7141
 AC7141.Superseded values are not recommended for survey control.
 AC7141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7141.See file dsdata.txt to determine how the superseded data were derived.
 AC7141
 AC7141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7613705195(NAD 83)
 AC7141_MARKER: DD = SURVEY DISK
 AC7141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7141_STAMPING: CH-01 1989
 AC7141_MARK LOGO: MODNR 
 AC7141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7141+STABILITY: SURFACE MOTION
 AC7141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7141+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AC7141
 AC7141  HISTORY     - Date     Condition        Report By
 AC7141  HISTORY     - 1989     MONUMENTED       MODNR
 AC7141  HISTORY     - 20040317 GOOD             MODNR
 AC7141
 AC7141                          STATION DESCRIPTION
 AC7141
 AC7141'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7141'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7141'CONCRETE POST SET FLUSH WITH THE GROUND SURFACE 0.736 M (2.415 FT)
 AC7141'ABOVE THE UNDERGROUND MARK AND IS LOCATED ABOUT 8 MI (12.9 KM) SOUTH
 AC7141'OF THE DOWNTOWN BUSINESS DISTRICT OF SPRINGFIELD AND ABOUT 4 MI (6.4
 AC7141'KM) NORTHEAST OF NIXA IN SECTION 31, TOWNSHIP 28 NORTH, RANGE 21 WEST
 AC7141'ON THE EAST SIDE OF CRENSHAW ROAD (FARM ROAD -167-) AND 1.25 MI (2.01
 AC7141'KM) SOUTHWEST OF THE JAMES RIVER POWER PLANT.  THE STATION IS 16.5 FT
 AC7141'(5.0 M) EAST OF THE CENTERLINE OF FARM ROAD 167, 15.4 FT (4.7 M)
 AC7141'NORTHWEST OF A STEEL FENCE POST, 8.48 FT (2.58 M) SOUTHWEST OF A STEEL
 AC7141'FENCE POST, 2.7 FT (0.8 M) WEST OF RIGHT-OF-WAY FENCE, 43.60 FT (13.29
 AC7141'M) SOUTHEAST OF A NAIL AND SHINER IN SOUTH SIDE OF A CORNER FENCE
 AC7141'POST, AND 53 FT (16.2 M) SOUTH OF THE CENTERLINE OF A DRIVEWAY WEST.
 AC7141'THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7141'CONCRETE POST SET FLUSH WITH THE GROUND SURFACE LOCATED ABOUT 0.25 MI
 AC7141'(0.40 KM) SOUTH OF THE STATION ON THE WEST SIDE OF FARM ROAD -167-. IT
 AC7141'IS 18.0 FT (5.5 M) WEST OF THE CENTERLINE, 3.6 FT (1.1 M) EAST OF THE
 AC7141'RIGHT-OF-WAY FENCE, 35.25 FT (10.74 M) NORTH OF A NAIL AND BOTTLE CAP
 AC7141'IN EAST SIDE OF A CORNER FENCE POST, 36.7 FT (11.2 M) NORTHWEST OF A
 AC7141'STEEL FENCE POST, 37.75 FT (11.51 M) SOUTHWEST OF A STEEL FENCE POST,
 AC7141'6.79 FT (2.07 M) SOUTHEAST OF A NAIL AND BOTTLE CAP IN THE EAST SIDE
 AC7141'OF A FENCE POST, AND 3.3 FT (1.0 M) EAST OF A CARSONITE WITNESS POST
 AC7141'AT FENCE. TO REACH THE STATION FROM THE INTERCHANGE OF U.S.  HIGHWAYS
 AC7141'65 AND 60 SOUTHEAST OF SPRINGFIELD, GO SOUTH ON HIGHWAY 65 TO THE
 AC7141'FIRST EXIT SOUTH OF THE INTERCHANGE.  TURN OFF ON THE EVANS ROAD EXIT
 AC7141'(FARM ROAD -188-) AND GO NORTH AND WEST ON EVANS ROAD 1.45 MI (2.33
 AC7141'KM) TO THE ROAD INTERSECTION WITH KISSICK AVENUE.  TURN RIGHT AND GO
 AC7141'NORTH ON KISSICK AVENUE 0.27 MI (0.43 KM) TO THE POWER PLANT AND
 AC7141'CRENSHAW ROAD, (FARM ROAD -167-) .  TURN LEFT AND GO WEST AND SOUTH ON
 AC7141'CRENSHAW ROAD 1.3 MI (2.1 KM) TO A DRIVEWAY ON THE RIGHT AND THE
 AC7141'STATION ON THE LEFT 53 FT (16.2 M) SOUTH OF THE DRIVEWAY. TO REACH THE
 AC7141'AZIMUTH MARK CONTINUE SOUTH ON CRENSHAW 0.26 MI (0.42 KM) TO THE MARK
 AC7141'ON THE RIGHT AS DESCRIBED. DATE OF REPORT 08-23-1996
 AC7141
 AC7141                          STATION RECOVERY (2004)
 AC7141
 AC7141'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 AC7141'17 MARCH 2004, RECOVERED THE STATION AND AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7142 ***********************************************************************
 AC7142  DESIGNATION -  CH 02
 AC7142  PID         -  AC7142
 AC7142  STATE/COUNTY-  MO/CHRISTIAN
 AC7142  USGS QUAD   -  NIXA (1975)
 AC7142
 AC7142                         *CURRENT SURVEY CONTROL
 AC7142  ___________________________________________________________________
 AC7142* NAD 83(1997)-  37 05 27.12330(N)    093 18 18.01241(W)     ADJUSTED  
 AC7142* NAVD 88     -       347.2    (meters)    1139.     (feet)  GPS OBS   
 AC7142  ___________________________________________________________________
 AC7142  X           -    -293,685.149 (meters)                     COMP
 AC7142  Y           -  -5,085,698.890 (meters)                     COMP
 AC7142  Z           -   3,825,633.921 (meters)                     COMP
 AC7142  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AC7142  ELLIP HEIGHT-         318.13  (meters)          (02/17/00) GPS OBS
 AC7142  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AC7142
 AC7142  HORZ ORDER  -  FIRST
 AC7142  ELLP ORDER  -  FOURTH    CLASS I
 AC7142
 AC7142.The horizontal coordinates were established by GPS observations
 AC7142.and adjusted by the National Geodetic Survey in February 2000..
 AC7142
 AC7142.The orthometric height was determined by GPS observations and a
 AC7142.high-resolution geoid model.
 AC7142
 AC7142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7142
 AC7142.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7142
 AC7142.The ellipsoidal height was determined by GPS observations
 AC7142.and is referenced to NAD 83.
 AC7142
 AC7142.The geoid height was determined by GEOID03.
 AC7142
 AC7142;                    North         East     Units Scale Factor Converg.
 AC7142;SPC MO C     -   139,839.465   428,434.778   MT  0.99999640   -0 29 07.8
 AC7142;UTM  15      - 4,104,996.194   472,894.285   MT  0.99960905   -0 11 02.2
 AC7142
 AC7142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7142!SPC MO C     -   0.99995008  x   0.99999640  =   0.99994648
 AC7142!UTM  15      -   0.99995008  x   0.99960905  =   0.99955915
 AC7142
 AC7142                          SUPERSEDED SURVEY CONTROL
 AC7142
 AC7142  NAD 83(1997)-  37 05 27.12345(N)    093 18 18.01234(W) AD(       ) 1
 AC7142  NAD 83(1986)-  37 05 27.13537(N)    093 18 18.01208(W) AD(       ) 1
 AC7142
 AC7142.Superseded values are not recommended for survey control.
 AC7142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7142.See file dsdata.txt to determine how the superseded data were derived.
 AC7142
 AC7142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7289404996(NAD 83)
 AC7142_MARKER: DD = SURVEY DISK
 AC7142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7142_STAMPING: CH-02 1989
 AC7142_MARK LOGO: MODNR 
 AC7142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7142+STABILITY: SURFACE MOTION
 AC7142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7142+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC7142
 AC7142  HISTORY     - Date     Condition        Report By
 AC7142  HISTORY     - 1989     MONUMENTED       MODNR
 AC7142
 AC7142                          STATION DESCRIPTION
 AC7142
 AC7142'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7142'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7142'CONCRETE POST SET FLUSH WITH THE GROUND SURFACE 0.890 M (2.920 FT)
 AC7142'ABOVE THE UNDERGROUND MARK.  IT IS LOCATED ABOUT 8.5 MI (13.7 KM)
 AC7142'SOUTH OF THE DOWNTOWN BUSINESS DISTRICT OF SPRINGFIELD, ABOUT 3.3 MI
 AC7142'(5.3 KM) NORTH OF NIXA ON THE NORTH SIDE OF MISSOURI ROUTE -AA- IN
 AC7142'SECTION 35, TOWNSHIP 28 NORTH, RANGE 22 WEST.  THE STATION IS 33.5 FT
 AC7142'(10.2 M) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 68.0 FT (20.7 M)
 AC7142'SOUTHWEST OF A NAIL AND SHINER IN THE SOUTH SIDE OF A POWER POLE, 82
 AC7142'FT (25.0 M) SOUTHWEST OF THE DRIVEWAY TO THE JAMES RIVER CATFISH HOUSE
 AC7142'RESTAURANT, 65.08 FT (19.84 M) WEST OF A CUT CROSS IN THE TOP OF THE
 AC7142'WEST END OF A CONCRETE CULVERT, 67.73 FT (20.64 M) NORTHWEST OF A NAIL
 AC7142'AND SHINER IN THE WEST SIDE OF A FENCE POST, AND 2.5 FT (0.8 M) SOUTH
 AC7142'OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS A DNR ALUMINUM GRS
 AC7142'DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AC7142'SURFACE AND IS LOCATED ABOUT 0.4 MI (0.6 KM) EAST OF THE STATION ON
 AC7142'THE NORTH SIDE OF HIGHWAY -AA- AND ON THE WEST SIDE OF U.S.  HIGHWAY
 AC7142'160, IT IS 135 FT (41.1 M) WEST OF THE CENTERLINE OF THE EASTBOUND
 AC7142'LANE OF HIGHWAY 160, 31.2 FT (9.5 M) NORTH OF THE CENTERLINE OF
 AC7142'HIGHWAY -AA-, 60.4 FT (18.4 M) NORTH OF A STEEL RIGHT-OF-WAY POST,
 AC7142'34.5 FT (10.5 M) EAST OF A GRAVEL ROAD, 75.81 FT (23.11 M) SOUTHEAST
 AC7142'OF A NAIL AND SHINER IN THE NORTH SIDE OF THE EASTERN MOST POLE OF A
 AC7142'BILLBOARD SIGN, 13.1 FT (4.0 M) NORTHWEST OF A STEEL I-BEAM GUARDRAIL
 AC7142'POST, AND 1.9 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST. TO REACH
 AC7142'THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 160 AND MISSOURI
 AC7142'ROUTE -AA- WHICH IS ABOUT 8.5 MI (13.7 KM) SOUTH OF DOWNTOWN
 AC7142'SPRINGFIELD, GO WEST ON ROUTE -AA- 0.38 MI (0.61 KM) TO THE ENTRANCE
 AC7142'TO THE JAMES RIVER CATFISH HOUSE AND SPORTS COMPLEX AND THE STATION AS
 AC7142'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION RETURN EAST ON
 AC7142'ROUTE -AA- TO THE INTERSECTION WITH U.S.  HIGHWAY 160 AND THE MARK ON
 AC7142'THE LEFT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7147 ***********************************************************************
 AC7147  DESIGNATION -  CH 03
 AC7147  PID         -  AC7147
 AC7147  STATE/COUNTY-  MO/CHRISTIAN
 AC7147  USGS QUAD   -  OZARK (1975)
 AC7147
 AC7147                         *CURRENT SURVEY CONTROL
 AC7147  ___________________________________________________________________
 AC7147* NAD 83(1997)-  37 04 53.17654(N)    093 13 15.82206(W)     ADJUSTED  
 AC7147* NAVD 88     -       400.8    (meters)    1315.     (feet)  GPS OBS   
 AC7147  ___________________________________________________________________
 AC7147  X           -    -286,271.850 (meters)                     COMP
 AC7147  Y           -  -5,086,796.599 (meters)                     COMP
 AC7147  Z           -   3,824,831.466 (meters)                     COMP
 AC7147  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 AC7147  ELLIP HEIGHT-         371.88  (meters)          (02/17/00) GPS OBS
 AC7147  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AC7147
 AC7147  HORZ ORDER  -  FIRST
 AC7147  ELLP ORDER  -  FOURTH    CLASS I
 AC7147
 AC7147.The horizontal coordinates were established by GPS observations
 AC7147.and adjusted by the National Geodetic Survey in February 2000..
 AC7147
 AC7147.The orthometric height was determined by GPS observations and a
 AC7147.high-resolution geoid model.
 AC7147
 AC7147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7147
 AC7147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7147
 AC7147.The ellipsoidal height was determined by GPS observations
 AC7147.and is referenced to NAD 83.
 AC7147
 AC7147.The geoid height was determined by GEOID03.
 AC7147
 AC7147;                    North         East     Units Scale Factor Converg.
 AC7147;SPC MO C     -   138,733.077   435,889.417   MT  0.99998395   -0 26 05.2
 AC7147;UTM  15      - 4,103,929.461   480,351.784   MT  0.99960476   -0 07 59.8
 AC7147
 AC7147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7147!SPC MO C     -   0.99994164  x   0.99998395  =   0.99992560
 AC7147!UTM  15      -   0.99994164  x   0.99960476  =   0.99954643
 AC7147
 AC7147                          SUPERSEDED SURVEY CONTROL
 AC7147
 AC7147  NAD 83(1997)-  37 04 53.17675(N)    093 13 15.82195(W) AD(       ) 1
 AC7147  NAD 83(1986)-  37 04 53.18943(N)    093 13 15.82228(W) AD(       ) 1
 AC7147
 AC7147.Superseded values are not recommended for survey control.
 AC7147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7147.See file dsdata.txt to determine how the superseded data were derived.
 AC7147
 AC7147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8035203929(NAD 83)
 AC7147_MARKER: DD = SURVEY DISK
 AC7147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7147_STAMPING: CH-03 1990
 AC7147_MARK LOGO: MODNR 
 AC7147_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7147+STABILITY: SURFACE MOTION
 AC7147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7147+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC7147
 AC7147  HISTORY     - Date     Condition        Report By
 AC7147  HISTORY     - 1990     MONUMENTED       MODNR
 AC7147
 AC7147                          STATION DESCRIPTION
 AC7147
 AC7147'DESCRIBED BY MO DEPT OF NAT RES 1990
 AC7147'THE STATION AND UNDERGROUND MARKS ARE DNR ALUMINUM GRS DISKS SET IN
 AC7147'CONCRETE.  THE SURFACE MARK IS 0.856 M (2.808 FT) ABOVE THE
 AC7147'UNDERGROUND MARK AND IS LOCATED IN THE NORTH RIGHT-OF-WAY OF COUNTY
 AC7147'ROUTE -NN4- IN THE SOUTHWEST QUARTER OF SECTION 34, T28N, R21W.  THE
 AC7147'STATION IS 15.5 FT (4.7 M) NORTH OF THE ROAD CENTERLINE, 34.0 FT (10.4
 AC7147'M) NORTHWEST OF A NAIL AND SHINER IN A POWER POLE, 5.9 FT (1.8 M)
 AC7147'SOUTHWEST OF A NAIL AND SHINER IN A WOOD BRACE POLE, 1.3 FT (0.4 M)
 AC7147'SOUTH OF THE FENCE, 3.6 FT (1.1 M) SOUTHEAST OF A STEEL FENCE POST,
 AC7147'AND 1.3 FT (0.4 M) SOUTH OF A CARSONITE SIGN POST. THE AZIMUTH MARK IS
 AC7147'A DNR ALUMINUM GRS DISK SET IN CONCRETE AND IS LOCATED ABOUT 0.25 MI
 AC7147'(0.40 KM) WEST OF THE STATION IN THE SOUTH RIGHT-OF-WAY OF COUNTY
 AC7147'ROUTE -NN4-.  THE MARK IS 19.2 FT (5.9 M) SOUTH OF THE CENTER LINE,
 AC7147'28.2 FT (8.6 M) WEST OF A WALNUT TREE, 4.0 FT (1.2 M) NORTHWEST OF A
 AC7147'WALNUT TREE, 8.7 FT (2.7 M) WEST OF A WALNUT TREE, 1.1 FT (0.3 M)
 AC7147'NORTH OF THE FENCE AND 1.1 FT (0.3 M) NORTH OF A CARSONITE SIGN POST.
 AC7147'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 65 AND
 AC7147'MISSOURI ROUTES -J- AND -CC- ABOUT 4 MI (6.4 KM) NORTH OF OZARK, MO,
 AC7147'GO EAST ON ROUTE -J- FOR 0.55 MI (0.89 KM) TO A T-ROAD INTERSECTION
 AC7147'WITH COUNTY ROAD -J-1- AND ROUTE -NN-.  TURN LEFT AND GO NORTH ON ROAD
 AC7147'-J-1- FOR 0.92 MI (1.48 KM) TO COUNTY ROAD -NN4- ON RIGHT.  TURN RIGHT
 AC7147'AND GO EAST FOR 0.1 MI (0.2 KM) TO THE AZIMUTH MARK ON THE RIGHT.
 AC7147'CONTINUE EAST ON ROAD -NN4- FOR 0.25 MI (0.40 KM) TO THE CREST OF A
 AC7147'HILL AND THE STATION ON THE LEFT AS DESCRIBED. DATE OF REPORT
 AC7147'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7230 ***********************************************************************
 AC7230  DESIGNATION -  CH 04
 AC7230  PID         -  AC7230
 AC7230  STATE/COUNTY-  MO/CHRISTIAN
 AC7230  USGS QUAD   -  NIXA (1975)
 AC7230
 AC7230                         *CURRENT SURVEY CONTROL
 AC7230  ___________________________________________________________________
 AC7230* NAD 83(1997)-  37 05 14.78695(N)    093 20 36.29831(W)     ADJUSTED  
 AC7230* NAVD 88     -       366.6    (meters)    1203.     (feet)  GPS OBS   
 AC7230  ___________________________________________________________________
 AC7230  X           -    -297,108.959 (meters)                     COMP
 AC7230  Y           -  -5,085,745.233 (meters)                     COMP
 AC7230  Z           -   3,825,342.216 (meters)                     COMP
 AC7230  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AC7230  ELLIP HEIGHT-         337.49  (meters)          (02/17/00) GPS OBS
 AC7230  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AC7230
 AC7230  HORZ ORDER  -  FIRST
 AC7230  ELLP ORDER  -  FOURTH    CLASS I
 AC7230
 AC7230.The horizontal coordinates were established by GPS observations
 AC7230.and adjusted by the National Geodetic Survey in February 2000..
 AC7230
 AC7230.The orthometric height was determined by GPS observations and a
 AC7230.high-resolution geoid model.
 AC7230
 AC7230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7230
 AC7230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7230
 AC7230.The ellipsoidal height was determined by GPS observations
 AC7230.and is referenced to NAD 83.
 AC7230
 AC7230.The geoid height was determined by GEOID03.
 AC7230
 AC7230;                    North         East     Units Scale Factor Converg.
 AC7230;SPC MO C     -   139,488.808   425,016.422   MT  1.00000257   -0 30 31.1
 AC7230;UTM  15      - 4,104,627.694   469,479.152   MT  0.99961147   -0 12 25.5
 AC7230
 AC7230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7230!SPC MO C     -   0.99994704  x   1.00000257  =   0.99994961
 AC7230!UTM  15      -   0.99994704  x   0.99961147  =   0.99955853
 AC7230
 AC7230                          SUPERSEDED SURVEY CONTROL
 AC7230
 AC7230  NAD 83(1997)-  37 05 14.78708(N)    093 20 36.29824(W) AD(       ) 1
 AC7230  NAD 83(1986)-  37 05 14.79866(N)    093 20 36.29773(W) AD(       ) 1
 AC7230
 AC7230.Superseded values are not recommended for survey control.
 AC7230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7230.See file dsdata.txt to determine how the superseded data were derived.
 AC7230
 AC7230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6947904628(NAD 83)
 AC7230_MARKER: DD = SURVEY DISK
 AC7230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7230_STAMPING: CH-04 1993
 AC7230_MARK LOGO: MODNR 
 AC7230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7230+STABILITY: SURFACE MOTION
 AC7230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7230+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7230
 AC7230  HISTORY     - Date     Condition        Report By
 AC7230  HISTORY     - 1993     MONUMENTED       MODNR
 AC7230
 AC7230                          STATION DESCRIPTION
 AC7230
 AC7230'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7230'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7230'CONCRETE POST FLUSH WITH THE SURFACE 0.786 M (2.579 FT) ABOVE THE
 AC7230'UNDERGROUND MARK.  IT IS LOCATED IN THE SOUTH RIGHT-OF-WAY OF MISSOURI
 AC7230'ROUTE -AA- IN THE SE 1/4 OF SECTION 33, TOWNSHIP 28 NORTH, RANGE 22
 AC7230'WEST.  THE STATION IS 31.1 FT (9.5 M) SOUTH OF THE HIGHWAY CENTERLINE,
 AC7230'129.9 FT (39.6 M) EAST OF THE CENTERLINE OF COUNTY ROAD -AA5-, 21.6 FT
 AC7230'(6.6 M) NORTHEAST OF A FENCE POST, 18.6 FT (5.7 M) NORTHWEST OF A
 AC7230'FENCE POST AND 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST AT THE
 AC7230'RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN
 AC7230'A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE SURFACE AND IS
 AC7230'LOCATED ABOUT 0.2 MI (0.3 KM) WEST OF THE STATION IN THE SOUTH
 AC7230'RIGHT-OF-WAY OF COUNTY ROAD -AA1-.  THE MARK IS 18.4 FT (5.6 M) SOUTH
 AC7230'OF THE ROAD CENTERLINE, 32.4 FT (9.9 M) SOUTHEAST OF A BLACK WALNUT,
 AC7230'33.2 FT (10.1 M) WEST OF A NAIL AND SHINER IN A FENCE POST, 31.0 FT
 AC7230'(9.4 M) SOUTHWEST OF A 10 INCH BLACK WALNUT, AND 2.5 FT (0.8 M) NORTH
 AC7230'OF A CARSONITE SIGN POST IN THE SOUTH RIGHT-OF-WAY FENCE. TO REACH THE
 AC7230'STATION FROM U.S.  HIGHWAY 160 AND STATE ROUTE -AA-, GO WEST ON STATE
 AC7230'ROUTE -AA- 2.60 MI (4.18 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 AC7230'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON STATE
 AC7230'ROUTE -AA- 0.10 MI (0.16 KM) TO THE INTERSECTION OF -AA-, COUNTY ROAD
 AC7230'-AA1- AND COUNTY ROAD -AA3-.  CONTINUE WEST ON -AA1- FOR 0.10 MI (0.16
 AC7230'KM) TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED. DATE OF REPORT
 AC7230'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7231 ***********************************************************************
 AC7231  DESIGNATION -  CH 06
 AC7231  PID         -  AC7231
 AC7231  STATE/COUNTY-  MO/CHRISTIAN
 AC7231  USGS QUAD   -  NIXA (1975)
 AC7231
 AC7231                         *CURRENT SURVEY CONTROL
 AC7231  ___________________________________________________________________
 AC7231* NAD 83(1997)-  37 04 37.37609(N)    093 22 17.30551(W)     ADJUSTED  
 AC7231* NAVD 88     -       331.4    (meters)    1087.     (feet)  GPS OBS   
 AC7231  ___________________________________________________________________
 AC7231  X           -    -299,638.642 (meters)                     COMP
 AC7231  Y           -  -5,086,265.322 (meters)                     COMP
 AC7231  Z           -   3,824,400.894 (meters)                     COMP
 AC7231  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AC7231  ELLIP HEIGHT-         302.30  (meters)          (02/17/00) GPS OBS
 AC7231  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AC7231
 AC7231  HORZ ORDER  -  FIRST
 AC7231  ELLP ORDER  -  FOURTH    CLASS I
 AC7231
 AC7231.The horizontal coordinates were established by GPS observations
 AC7231.and adjusted by the National Geodetic Survey in February 2000..
 AC7231
 AC7231.The orthometric height was determined by GPS observations and a
 AC7231.high-resolution geoid model.
 AC7231
 AC7231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7231
 AC7231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7231
 AC7231.The ellipsoidal height was determined by GPS observations
 AC7231.and is referenced to NAD 83.
 AC7231
 AC7231.The geoid height was determined by GEOID03.
 AC7231
 AC7231;                    North         East     Units Scale Factor Converg.
 AC7231;SPC MO C     -   138,358.076   422,511.347   MT  1.00000728   -0 31 31.5
 AC7231;UTM  15      - 4,103,484.245   466,981.043   MT  0.99961343   -0 13 26.3
 AC7231
 AC7231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7231!SPC MO C     -   0.99995256  x   1.00000728  =   0.99995984
 AC7231!UTM  15      -   0.99995256  x   0.99961343  =   0.99956601
 AC7231
 AC7231                          SUPERSEDED SURVEY CONTROL
 AC7231
 AC7231  NAD 83(1997)-  37 04 37.37623(N)    093 22 17.30545(W) AD(       ) 1
 AC7231  NAD 83(1986)-  37 04 37.38732(N)    093 22 17.30523(W) AD(       ) 1
 AC7231
 AC7231.Superseded values are not recommended for survey control.
 AC7231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7231.See file dsdata.txt to determine how the superseded data were derived.
 AC7231
 AC7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6698103484(NAD 83)
 AC7231_MARKER: DD = SURVEY DISK
 AC7231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7231_STAMPING: CH-06 1993
 AC7231_MARK LOGO: MODNR 
 AC7231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7231+STABILITY: SURFACE MOTION
 AC7231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7231+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7231
 AC7231  HISTORY     - Date     Condition        Report By
 AC7231  HISTORY     - 1993     MONUMENTED       MODNR
 AC7231
 AC7231                          STATION DESCRIPTION
 AC7231
 AC7231'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7231'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7231'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.863 M (2.831 FT) ABOVE
 AC7231'THE UNDERGROUND MARK.  IT IS LOCATED ON THE WEST SIDE OF A COUNTY ROAD
 AC7231'ON THE NORTH SIDE OF THE JAMES RIVER IN THE NE 1/4 OF SECTION 6,
 AC7231'TOWNSHIP 27 NORTH, RANGE 22 WEST.  THE STATION IS 21.3 FT (6.5 M) WEST
 AC7231'OF THE ROAD CENTERLINE, 64.3 FT (19.6 M) SOUTHWEST OF A NAIL AND
 AC7231'SHINER IN A FENCE POST, 210.3 FT (64.1 M) NORTHWEST OF THE NORTHWEST
 AC7231'CORNER OF THE BRIDGE, 41.4 FT (12.6 M) SOUTHEAST OF A NAIL AND SHINER
 AC7231'IN A FENCE POST, AND 3.0 FT (0.9 M) EAST OF A CARSONITE SIGN POST IN
 AC7231'THE RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK
 AC7231'SET IN A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 AC7231'SURFACE AND IS LOCATED ABOUT 0.3 MI (0.5 KM) NORTH OF THE STATION AT A
 AC7231'SHARP CURVE IN THE ROAD. THE MARK IS 22.3 FT (6.8 M) EAST OF THE ROAD
 AC7231'CENTERLINE, 24.8 FT (7.6 M) SOUTH OF A 12 INCH HACKBERRY TREE, 10.8 FT
 AC7231'(3.3 M) SOUTHWEST OF A NAIL AND SHINER IN A GATE POST, 48.2 FT (14.7
 AC7231'M) NORTHEAST OF A NAIL AND SHINER IN A RAILROAD TIE FENCE POST, AND
 AC7231'7.7 FT (2.3 M) WEST OF A CARSONITE SIGN POST IN THE RIGHT-OF-WAY
 AC7231'FENCE. TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI ROUTES
 AC7231'-M- AND -FF- NORTH OF BATTLEFIELD, GO SOUTH ON ROUTE -FF- FOR 3.4 MI
 AC7231'(5.5 KM) TO A SIDE ROAD -FF3- ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 AC7231'ROAD -FF3 - FOR 1.0 MI (1.6 KM) TO A T-ROAD INTERSECTION.  TURN LEFT
 AC7231'AND GO EAST AND SOUTH FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT
 AC7231'ABOUT 210 FT (64.0 M) NORTH OF THE BRIDGE ACROSS THE JAMES RIVER. TO
 AC7231'REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE COUNTY ROAD
 AC7231'FOR 0.3 MI (0.5 KM) TO A SHARP LEFT CURVE AND THE MARK ON THE RIGHT.
 AC7231'DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7228 ***********************************************************************
 AC7228  DESIGNATION -  CH 07
 AC7228  PID         -  AC7228
 AC7228  STATE/COUNTY-  MO/CHRISTIAN
 AC7228  USGS QUAD   -  REPUBLIC (1975)
 AC7228
 AC7228                         *CURRENT SURVEY CONTROL
 AC7228  ___________________________________________________________________
 AC7228* NAD 83(1997)-  37 05 12.71901(N)    093 25 02.97266(W)     ADJUSTED  
 AC7228* NAVD 88     -       361.9    (meters)    1187.     (feet)  GPS OBS   
 AC7228  ___________________________________________________________________
 AC7228  X           -    -303,686.002 (meters)                     COMP
 AC7228  Y           -  -5,085,391.460 (meters)                     COMP
 AC7228  Z           -   3,825,288.500 (meters)                     COMP
 AC7228  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AC7228  ELLIP HEIGHT-         332.75  (meters)          (02/17/00) GPS OBS
 AC7228  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AC7228
 AC7228  HORZ ORDER  -  FIRST
 AC7228  ELLP ORDER  -  FOURTH    CLASS I
 AC7228
 AC7228.The horizontal coordinates were established by GPS observations
 AC7228.and adjusted by the National Geodetic Survey in February 2000..
 AC7228
 AC7228.The orthometric height was determined by GPS observations and a
 AC7228.high-resolution geoid model.
 AC7228
 AC7228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7228
 AC7228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7228
 AC7228.The ellipsoidal height was determined by GPS observations
 AC7228.and is referenced to NAD 83.
 AC7228
 AC7228.The geoid height was determined by GEOID03.
 AC7228
 AC7228;                    North         East     Units Scale Factor Converg.
 AC7228;SPC MO C     -   139,486.094   418,429.943   MT  1.00001527   -0 33 11.9
 AC7228;UTM  15      - 4,104,590.332   462,895.377   MT  0.99961696   -0 15 06.3
 AC7228
 AC7228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7228!SPC MO C     -   0.99994778  x   1.00001527  =   0.99996305
 AC7228!UTM  15      -   0.99994778  x   0.99961696  =   0.99956476
 AC7228
 AC7228                          SUPERSEDED SURVEY CONTROL
 AC7228
 AC7228  NAD 83(1997)-  37 05 12.71915(N)    093 25 02.97259(W) AD(       ) 1
 AC7228  NAD 83(1986)-  37 05 12.73012(N)    093 25 02.97233(W) AD(       ) 1
 AC7228
 AC7228.Superseded values are not recommended for survey control.
 AC7228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7228.See file dsdata.txt to determine how the superseded data were derived.
 AC7228
 AC7228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6289504590(NAD 83)
 AC7228_MARKER: DD = SURVEY DISK
 AC7228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7228_STAMPING: CH-07 1993
 AC7228_MARK LOGO: MODNR 
 AC7228_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7228+STABILITY: SURFACE MOTION
 AC7228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7228+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7228
 AC7228  HISTORY     - Date     Condition        Report By
 AC7228  HISTORY     - 1993     MONUMENTED       MODNR
 AC7228
 AC7228                          STATION DESCRIPTION
 AC7228
 AC7228'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7228'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7228'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.731 M (2.398 FT) ABOVE
 AC7228'THE UNDERGROUND MARK.  IT IS LOCATED IN THE WEST RIGHT-OF-WAY OF
 AC7228'HIGHWAY -ZZ- IN THE SW 1/4 OF SECTION 35, T28N, R23W.  THE STATION IS
 AC7228'30.2 FT (9.2 M) WEST OF THE HIGHWAY CENTER LINE, 70.9 FT (21.6 M)
 AC7228'SOUTH OF A STEEL RIGHT-OF-WAY MARKER POST, 33.1 FT (10.1 M) NORTHEAST
 AC7228'OF ANOTHER STEEL RIGHT-OF-WAY MARKER POST, 125.5 FT (38.3 M) NORTH OF
 AC7228'THE PROJECTED CENTERLINE OF A FIELD ENTRANCE ON THE EAST SIDE OF THE
 AC7228'HIGHWAY, AND 13.7 FT (4.2 M) SOUTHEAST OF A CARSONITE SIGN POST IN THE
 AC7228'WEST RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK
 AC7228'SET IN A DRILL HOLE IN A ROCK HIGHWAY CUT AND IS LOCATED ABOUT 0.5 MI
 AC7228'(0.8 KM) SOUTH OF THE STATION.  THE MARK IS 45.7 FT (13.9 M) EAST OF
 AC7228'THE HIGHWAY CENTER LINE, 79.3 FT (24.2 M) SOUTH OF THE CENTERLINE OF
 AC7228'COUNTY ROAD -ZZ4-, AND 56.7 FT (17.3 M) SOUTH OF THE SOUTH END OF A 36
 AC7228'INCH C.M.P. BENEATH ROAD -ZZ4-. TO REACH THE STATION FROM THE JUNCTION
 AC7228'OF ROUTES -M- AND -ZZ- ABOUT 2 MI (3.2 KM) NORTHEAST OF REPUBLIC, GO
 AC7228'SOUTH ON ROUTE -ZZ- FOR 3.8 MI (6.1 KM) TO THE STATION ON THE RIGHT.
 AC7228'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON -ZZ- FOR
 AC7228'0.45 MI (0.72 KM) TO A SIDE ROAD LEFT AND THE MARK AS DESCRIBED. DATE
 AC7228'OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7200 ***********************************************************************
 AC7200  DESIGNATION -  CH 08
 AC7200  PID         -  AC7200
 AC7200  STATE/COUNTY-  MO/CHRISTIAN
 AC7200  USGS QUAD   -  ROGERSVILLE (1970)
 AC7200
 AC7200                         *CURRENT SURVEY CONTROL
 AC7200  ___________________________________________________________________
 AC7200* NAD 83(1997)-  37 05 10.06300(N)    093 07 12.63822(W)     ADJUSTED  
 AC7200* NAVD 88     -       419.6    (meters)    1377.     (feet)  GPS OBS   
 AC7200  ___________________________________________________________________
 AC7200  X           -    -277,298.492 (meters)                     COMP
 AC7200  Y           -  -5,086,994.371 (meters)                     COMP
 AC7200  Z           -   3,825,258.167 (meters)                     COMP
 AC7200  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AC7200  ELLIP HEIGHT-         390.77  (meters)          (02/17/00) GPS OBS
 AC7200  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AC7200
 AC7200  HORZ ORDER  -  FIRST
 AC7200  ELLP ORDER  -  FOURTH    CLASS I
 AC7200
 AC7200.The horizontal coordinates were established by GPS observations
 AC7200.and adjusted by the National Geodetic Survey in February 2000..
 AC7200
 AC7200.The orthometric height was determined by GPS observations and a
 AC7200.high-resolution geoid model.
 AC7200
 AC7200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7200
 AC7200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7200
 AC7200.The ellipsoidal height was determined by GPS observations
 AC7200.and is referenced to NAD 83.
 AC7200
 AC7200.The geoid height was determined by GEOID03.
 AC7200
 AC7200;                    North         East     Units Scale Factor Converg.
 AC7200;SPC MO C     -   139,190.313   444,862.690   MT  0.99997077   -0 22 26.3
 AC7200;UTM  15      - 4,104,433.721   489,319.169   MT  0.99960141   -0 04 20.9
 AC7200
 AC7200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7200!SPC MO C     -   0.99993868  x   0.99997077  =   0.99990945
 AC7200!UTM  15      -   0.99993868  x   0.99960141  =   0.99954011
 AC7200
 AC7200                          SUPERSEDED SURVEY CONTROL
 AC7200
 AC7200  NAD 83(1997)-  37 05 10.06332(N)    093 07 12.63808(W) AD(       ) 1
 AC7200  NAD 83(1986)-  37 05 10.07590(N)    093 07 12.63846(W) AD(       ) 1
 AC7200
 AC7200.Superseded values are not recommended for survey control.
 AC7200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7200.See file dsdata.txt to determine how the superseded data were derived.
 AC7200
 AC7200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8931904434(NAD 83)
 AC7200_MARKER: DD = SURVEY DISK
 AC7200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7200_STAMPING: CH-08 1993
 AC7200_MARK LOGO: MODNR 
 AC7200_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7200+STABILITY: SURFACE MOTION
 AC7200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7200+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7200
 AC7200  HISTORY     - Date     Condition        Report By
 AC7200  HISTORY     - 1993     MONUMENTED       MODNR
 AC7200
 AC7200                          STATION DESCRIPTION
 AC7200
 AC7200'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7200'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7200'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.794 M (2.605 FT) ABOVE
 AC7200'THE UNDERGROUND MARK.  IT IS LOCATED IN THE WEST RIGHT-OF-WAY OF
 AC7200'HIGHWAY -125- IN THE NE 1/4 OF SECTION 33, T28N, R20W.  THE STATION IS
 AC7200'26.6 FT (8.1 M) WEST OF THE HIGHWAY CENTERLINE, 61.8 FT (18.8 M)
 AC7200'SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE, 24.1 FT (7.3 M)
 AC7200'SOUTHEAST OF A NAIL AND SHINER IN A GATE POST AT A FIELD ENTRANCE, AND
 AC7200'2.6 FT (0.8 M) EAST OF A CARSONITE SIGN POST IN THE WEST RIGHT-OF-WAY
 AC7200'FENCE. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH
 AC7200'DIAMETER CONCRETE POST AND IS LOCATED ABOUT 0.25 MI (0.40 KM) NORTH OF
 AC7200'THE STATION AT A CROSSROADS INTERSECTION.  THE MARK IS 31.2 FT (9.5 M)
 AC7200'EAST OF THE HIGHWAY CENTERLINE, 44.5 FT (13.6 M) SOUTH OF THE
 AC7200'CENTERLINE OF COUNTY ROAD -194-, 55.6 FT (16.9 M) SOUTHEAST OF THE
 AC7200'CENTERLINE INTERSECTION, 11.4 FT (3.5 M) SOUTHWEST OF A NAIL AND
 AC7200'SHINER IN A POWER POLE, 1.5 FT (0.5 M) EAST OF A CARSONITE SIGN POST
 AC7200'IN THE EAST RIGHT-OF-WAY FENCE, AND 62.2 FT (19.0 M) SOUTHEAST OF A
 AC7200'NAIL AND SHINER IN A POWER POLE. TO REACH THE STATION FROM THE
 AC7200'INTERSECTION OF U.S.  HIGHWAY 60 AND STATE ROAD -125- ABOUT 3.5 MI
 AC7200'(5.6 KM) WEST OF ROGERSVILLE, GO SOUTH ON ROAD -125- FOR 2.25 MI (3.62
 AC7200'KM) TO THE STATION ON THE RIGHT. TO REACH THE AZIMUTH MARK FROM THE
 AC7200'STATION, GO NORTH ON ROAD -125- FOR 0.25 MI (0.40 KM) TO CROSSROADS
 AC7200'WITH FARM ROAD -194- AND THE MARK ON THE RIGHT. DATE OF REPORT
 AC7200'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7199 ***********************************************************************
 AC7199  DESIGNATION -  CH 09
 AC7199  PID         -  AC7199
 AC7199  STATE/COUNTY-  MO/CHRISTIAN
 AC7199  USGS QUAD   -  OZARK (1975)
 AC7199
 AC7199                         *CURRENT SURVEY CONTROL
 AC7199  ___________________________________________________________________
 AC7199* NAD 83(1997)-  37 05 25.17277(N)    093 08 42.77705(W)     ADJUSTED  
 AC7199* NAVD 88     -       424.4    (meters)    1392.     (feet)  GPS OBS   
 AC7199  ___________________________________________________________________
 AC7199  X           -    -279,506.303 (meters)                     COMP
 AC7199  Y           -  -5,086,595.965 (meters)                     COMP
 AC7199  Z           -   3,825,632.601 (meters)                     COMP
 AC7199  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AC7199  ELLIP HEIGHT-         395.48  (meters)          (02/17/00) GPS OBS
 AC7199  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AC7199
 AC7199  HORZ ORDER  -  FIRST
 AC7199  ELLP ORDER  -  FOURTH    CLASS I
 AC7199
 AC7199.The horizontal coordinates were established by GPS observations
 AC7199.and adjusted by the National Geodetic Survey in February 2000..
 AC7199
 AC7199.The orthometric height was determined by GPS observations and a
 AC7199.high-resolution geoid model.
 AC7199
 AC7199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7199
 AC7199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7199
 AC7199.The ellipsoidal height was determined by GPS observations
 AC7199.and is referenced to NAD 83.
 AC7199
 AC7199.The geoid height was determined by GEOID03.
 AC7199
 AC7199;                    North         East     Units Scale Factor Converg.
 AC7199;SPC MO C     -   139,670.912   442,639.756   MT  0.99997385   -0 23 20.8
 AC7199;UTM  15      - 4,104,902.441   487,094.561   MT  0.99960205   -0 05 15.3
 AC7199
 AC7199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7199!SPC MO C     -   0.99993794  x   0.99997385  =   0.99991179
 AC7199!UTM  15      -   0.99993794  x   0.99960205  =   0.99954002
 AC7199
 AC7199                          SUPERSEDED SURVEY CONTROL
 AC7199
 AC7199  NAD 83(1997)-  37 05 25.17303(N)    093 08 42.77692(W) AD(       ) 1
 AC7199  NAD 83(1986)-  37 05 25.18567(N)    093 08 42.77729(W) AD(       ) 1
 AC7199
 AC7199.Superseded values are not recommended for survey control.
 AC7199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7199.See file dsdata.txt to determine how the superseded data were derived.
 AC7199
 AC7199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8709504902(NAD 83)
 AC7199_MARKER: DD = SURVEY DISK
 AC7199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7199_STAMPING: CH-09 1993
 AC7199_MARK LOGO: MODNR 
 AC7199_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7199+STABILITY: SURFACE MOTION
 AC7199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7199+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AC7199
 AC7199  HISTORY     - Date     Condition        Report By
 AC7199  HISTORY     - 1993     MONUMENTED       MODNR
 AC7199  HISTORY     - 20040317 GOOD             MODNR
 AC7199
 AC7199                          STATION DESCRIPTION
 AC7199
 AC7199'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7199'THE STATION IS A DNR ALUMINUM DISK SET IN A 12 INCH DIAMETER CONCRETE
 AC7199'POST FLUSH WITH THE SURFACE AND 0.749 M (2.457 FT) ABOVE THE
 AC7199'UNDERGROUND MARK.  IT IS LOCATED IN THE SOUTH RIGHT-OF-WAY OF COUNTY
 AC7199'ROAD NO -194- IN THE NE 1/4 OF SECTION 32, T28N, R20W.  THE STATION IS
 AC7199'19.4 FT (5.9 M) SOUTH OF THE ROAD CENTERLINE, 46.7 FT (14.2 M)
 AC7199'SOUTHWEST OF A NAIL AND SHINER IN A RAILROAD TIE CORNER POST, 77.0 FT
 AC7199'(23.5 M) NORTHWEST OF A NAIL AND SHINER IN A POWER POLE, 25.4 FT (7.7
 AC7199'M) NORTHEAST OF A NAIL AND SHINER IN A BRACE POST, AND 1.9 FT (0.6 M)
 AC7199'NORTH OF A CARSONITE SIGN POST IN THE SOUTH RIGHT-OF-WAY FENCE.  THE
 AC7199'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7199'CONCRETE POST FLUSH WITH THE SURFACE AND IS LOCATED ABOUT 0.4 MI (0.6
 AC7199'KM) EAST OF THE STATION IN THE NORTH RIGHT-OF-WAY OF COUNTY ROAD
 AC7199'-194-.  THE MARK IS 23.7 FT (7.2 M) NORTH OF THE ROAD CENTERLINE, 137
 AC7199'FT (41.8 M) EAST OF THE CENTERLINE OF COUNTY ROAD -223-, 3.0 FT (0.9
 AC7199'M) SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE AND 3.0 FT (0.9 M)
 AC7199'SOUTHWEST OF A CARSONITE SIGN POST.  TO REACH THE STATION FROM THE
 AC7199'INTERSECTION OF U.S.  HIGHWAY 60 AND STATE ROAD -125- ABOUT 3.5 MI
 AC7199'(5.6 KM) WEST OF ROGERSVILLE, GO SOUTH ON ROAD -125- FOR 2.0 MI (3.2
 AC7199'KM) TO CROSSROADS WITH FARM ROAD -194-.  TURN RIGHT AND GO WEST ON
 AC7199'ROAD -194- FOR 1.4 MI (2.3 KM) TO THE STATION ON THE LEFT.  TO REACH
 AC7199'THE AZIMUTH MARK FROM THE STATION, GO EAST ON FARM ROAD -194- FOR 0.4
 AC7199'MI (0.6 KM) TO INTERSECTION WITH FARM ROAD -223- AND THE MARK
 AC7199'NORTHEAST OF THE CENTERLINE INTERSECTION.  DATE OF REPORT 08-23-1996
 AC7199
 AC7199                          STATION RECOVERY (2004)
 AC7199
 AC7199'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 AC7199'17 MARCH 2004, RECOVERED THE STATION AND AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0748 ***********************************************************************
 GF0748  DESIGNATION -  CHADWICK
 GF0748  PID         -  GF0748
 GF0748  STATE/COUNTY-  MO/CHRISTIAN
 GF0748  USGS QUAD   -  CHADWICK (1972)
 GF0748
 GF0748                         *CURRENT SURVEY CONTROL
 GF0748  ___________________________________________________________________
 GF0748* NAD 83(1997)-  36 53 58.43756(N)    093 06 23.43029(W)     ADJUSTED  
 GF0748* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 GF0748  ___________________________________________________________________
 GF0748  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 GF0748  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GF0748
 GF0748  HORZ ORDER  -  SECOND
 GF0748
 GF0748.The horizontal coordinates were established by classical geodetic methods
 GF0748.and adjusted by the National Geodetic Survey in February 2000..
 GF0748
 GF0748.The orthometric height was scaled from a topographic map.
 GF0748
 GF0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0748
 GF0748.The geoid height was determined by GEOID03.
 GF0748
 GF0748;                    North         East     Units Scale Factor Converg.
 GF0748;SPC MO C     -   118,479.271   445,946.069   MT  0.99996932   -0 21 51.0
 GF0748;UTM  15      - 4,083,736.289   490,510.849   MT  0.99960111   -0 03 50.2
 GF0748
 GF0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0748!SPC MO C     -   0.99994000  x   0.99996932  =   0.99990932
 GF0748!UTM  15      -   0.99994000  x   0.99960111  =   0.99954113
 GF0748
 GF0748:                Primary Azimuth Mark                     Grid Az
 GF0748:SPC MO C     -  SPARTA                                   013 16 45.3
 GF0748:UTM  15      -  SPARTA                                   012 58 44.5
 GF0748
 GF0748|---------------------------------------------------------------------|
 GF0748| PID    Reference Object                     Distance      Geod. Az  |
 GF0748|                                                           dddmmss.s |
 GF0748| GF0750 SPARTA                              APPROX.10.6 KM 0125454.3 |
 GF0748| CI1410 CHADWICK RM 1                        25.668 METERS 09652     |
 GF0748| GF0749 SAUNDERS LOOKOUT TOWER               27.418 METERS 11002     |
 GF0748| CI1412 CHADWICK RM 3                       114.291 METERS 16754     |
 GF0748| CI1411 CHADWICK RM 2                        29.328 METERS 18631     |
 GF0748|---------------------------------------------------------------------|
 GF0748
 GF0748                          SUPERSEDED SURVEY CONTROL
 GF0748
 GF0748  NAD 83(1997)-  36 53 58.43884(N)    093 06 23.42811(W) AD(       ) 2
 GF0748  NAD 83(1997)-  36 53 58.44172(N)    093 06 23.42818(W) AD(       ) 2
 GF0748  NAD 83(1986)-  36 53 58.44881(N)    093 06 23.42811(W) AD(       ) 2
 GF0748  NAD 27      -  36 53 58.24610(N)    093 06 22.78420(W) AD(       ) 2
 GF0748
 GF0748.Superseded values are not recommended for survey control.
 GF0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0748.See file dsdata.txt to determine how the superseded data were derived.
 GF0748
 GF0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9051183736(NAD 83)
 GF0748_MARKER: DS = TRIANGULATION STATION DISK
 GF0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0748
 GF0748  HISTORY     - Date     Condition        Report By
 GF0748  HISTORY     - 1961     MONUMENTED       CGS
 GF0748
 GF0748                          STATION DESCRIPTION
 GF0748
 GF0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0748'THE STATION IS ABOUT 4 MILES SOUTHWEST OF CHADWICK, ON PROPERTY
 GF0748'OF THE STATE CONSERVATION COMMISION, AT THE SITE OF THE SAUNDERS
 GF0748'LOOKOUT TOWER AND IS IN THE NORTHEAST CORNER OF SECTION 3,
 GF0748'T. 25 N., R. 20 W.  IT IS 83 FEET NORTHWEST OF THE SOUTHWEST
 GF0748'LEG OF LOOKOUT TOWER, 31 FEET SOUTHEAST OF AN 18 INCH PINE
 GF0748'TREE, 26 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD
 GF0748'AND 2 FEET EAST OF A WITNESS POST.  THE MONUMENT PROJECTS 7
 GF0748'INCHES AND THE DISK IS STAMPED CHADWICK 1961.
 GF0748'
 GF0748'TO REACH FROM THE JUNCTION OF STATE ROAD H AND STATE HIGHWAY
 GF0748'125 ABOUT 1.3 MILES SOUTH OF CHADWICK, GO SOUTHWESTERLY ON
 GF0748'STATE ROAD H FOR 2.35 MILES TO A Y-FORK.  KEEP RIGHT AND
 GF0748'FOLLOW MAIN TRAVELED, GRAVELED ROAD, WEST AND NORTH FOR 1.1
 GF0748'MILES TO THE STATION ON THE RIGHT.
 GF0748'
 GF0748'REFERENCE MARK 1 IS 12 FEET NORTHEAST OF THE NORTHWEST LEG
 GF0748'OF LOOKOUT TOWER, 17 FEET NORTHWEST OF THE NORTHEAST LEG
 GF0748'OF THE TOWER AND 26 FEET SOUTHEAST OF A 24 INCH PINE TREE.
 GF0748'THE MONUMENT PROJECTS 7 INCHES AND THE DISK IS STAMPED CHADWICK
 GF0748'NO 1 1961.
 GF0748'
 GF0748'REFERENCE MARK 2 IS 15 FEET WEST OF THE CENTERLINE OF THE
 GF0748'GRAVELED ROAD, 7 FEET NORTHEAST OF A 12 INCH PINE TREE, 11
 GF0748'FEET SOUTH OF A 12 INCH PINE TREE AND 100 FEET SOUTHWEST OF THE
 GF0748'SOUTHWEST LEG OF LOOKOUT TOWER.  THE MONUMENT PROJECTS 7 INCHES
 GF0748'AND THE DISK IS STAMPED CHADWICK NO 2 1961.
 GF0748'
 GF0748'REFERENCE MARK 3 IS 23 FEET SOUTHEAST OF A 16 INCH OAK TREE,
 GF0748'12 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD
 GF0748'LEADING TO LOOKOUT TOWER AND 3 FEET NORTH OF A WITNESS POST.
 GF0748'THE MONUMENT PROJECTS 7 INCHES AND THE DISK IS STAMPED CHADWICK
 GF0748'NO 3 1961.
 GF0748'
 GF0748'DIRECTION TO REFERENCE MARK 3 WAS OBTAINED BY PRECISE METHODS.
 GF0748'
 GF0748'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2721 ***********************************************************************
 JD2721  DESIGNATION -  CHALK
 JD2721  PID         -  JD2721
 JD2721  STATE/COUNTY-  MO/ST CLAIR
 JD2721  USGS QUAD   -  MONEGAW SPRINGS (1991)
 JD2721
 JD2721                         *CURRENT SURVEY CONTROL
 JD2721  ___________________________________________________________________
 JD2721* NAD 83(1997)-  38 03 05.40200(N)    093 49 07.03917(W)     ADJUSTED  
 JD2721* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 JD2721  ___________________________________________________________________
 JD2721  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 JD2721  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JD2721
 JD2721  HORZ ORDER  -  SECOND
 JD2721
 JD2721.The horizontal coordinates were established by classical geodetic methods
 JD2721.and adjusted by the National Geodetic Survey in February 2000..
 JD2721
 JD2721.The orthometric height was scaled from a topographic map.
 JD2721
 JD2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2721
 JD2721.The geoid height was determined by GEOID03.
 JD2721
 JD2721;                    North         East     Units Scale Factor Converg.
 JD2721;SPC MO W     -   209,385.207   909,802.054   MT  0.99998521   +0 25 12.0
 JD2721;UTM  15      - 4,211,845.405   428,176.876   MT  0.99966353   -0 30 16.5
 JD2721
 JD2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2721!SPC MO W     -   0.99996560  x   0.99998521  =   0.99995081
 JD2721!UTM  15      -   0.99996560  x   0.99966353  =   0.99962914
 JD2721
 JD2721|---------------------------------------------------------------------|
 JD2721| PID    Reference Object                     Distance      Geod. Az  |
 JD2721|                                                           dddmmss.s |
 JD2721| CN6614 CHALK RM 1                           34.220 METERS 09055     |
 JD2721| JD2719 OSCEOLA MO PUB SERV CO TANK         APPROX.10.2 KM 0954634.8 |
 JD2721| CN6615 CHALK RM 2                           24.555 METERS 18142     |
 JD2721| CN6613 CHALK AZ MK                                        1980052.1 |
 JD2721|---------------------------------------------------------------------|
 JD2721
 JD2721                          SUPERSEDED SURVEY CONTROL
 JD2721
 JD2721  NAD 83(1997)-  38 03 05.40259(N)    093 49 07.03884(W) AD(       ) 2
 JD2721  NAD 83(1997)-  38 03 05.41191(N)    093 49 07.03773(W) AD(       ) 2
 JD2721  NAD 83(1986)-  38 03 05.41180(N)    093 49 07.03714(W) AD(       ) 2
 JD2721  NAD 27      -  38 03 05.30390(N)    093 49 06.27020(W) AD(       ) 2
 JD2721
 JD2721.Superseded values are not recommended for survey control.
 JD2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2721.See file dsdata.txt to determine how the superseded data were derived.
 JD2721
 JD2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC2817711845(NAD 83)
 JD2721_MARKER: DS = TRIANGULATION STATION DISK
 JD2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2721
 JD2721  HISTORY     - Date     Condition        Report By
 JD2721  HISTORY     - 1948     MONUMENTED       CGS
 JD2721  HISTORY     - 1963     GOOD             CGS
 JD2721
 JD2721                          STATION DESCRIPTION
 JD2721
 JD2721'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2721'THE STATION IS LOCATED ABOUT 6.5 MILES WEST OF OSCEOLA ON LAND
 JD2721'OWNED AND OCCUPIED BY MR. JOHN H. MOORE.  IT IS IN THE NORTHEAST
 JD2721'CORNER OF THE DRIVEWAY ABOUT 125 FEET SOUTHEAST OF THE NORTHEAST
 JD2721'CORNER OF THE HOUSE, 45 FEET EAST OF THE SOUTHEAST CORNER OF TOOL
 JD2721'SHED, 80 FEET NORTH OF NORTHWEST CORNER OF BARN, 6 FEET NORTH OF
 JD2721'NORTH END OF GATE INTO BARNYARD, 2.5 FEET WEST OF FENCE LINE
 JD2721'AND 4 FEET SOUTHWEST OF FENCE CORNER.  IT IS STAMPED CHALK 1948
 JD2721'AND PROJECTS 2 INCHES.
 JD2721'
 JD2721'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET IN THE FENCE LINE
 JD2721'ON THE EAST EDGE OF THE BARNYARD, 15 FEET SOUTH OF FENCE CORNER.
 JD2721'IT IS STAMPED CHALK NO 1 1948 AND PROJECTS 6 INCHES.
 JD2721'
 JD2721'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 18 FEET WEST OF THE
 JD2721'NORTHWEST CORNER OF THE BARN AND 1 FOOT WEST OF FENCE LINE.
 JD2721'IT IS STAMPED CHALK NO 2 1948 AND PROJECTS 6 INCHES.
 JD2721'
 JD2721'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 JD2721'35 FEET WEST OF THE CENTER OF COUNTY ROUTE E, 12 FEET NORTH
 JD2721'OF NORTH END OF GATE AND 1 FOOT EAST OF FENCE LINE.  IT IS
 JD2721'STAMPED CHALK 1948 AND PROJECTS 3 INCHES.
 JD2721'
 JD2721'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 82
 JD2721'AND COUNTY ROUTE E IN THE SOUTH EDGE OF ROSCOE, GO NORTH ON
 JD2721'COUNTY ROUTE E FOR 5.7 MILES TO THE AZIMUTH MARK ON THE WEST
 JD2721'SIDE OF ROAD AS DESCRIBED, CONTINUE NORTH ON COUNTY ROUTE E FOR
 JD2721'0.25 MILE TO DRIVEWAY RIGHT LEADING TO STONE HOUSE, TURN RIGHT
 JD2721'AND FOLLOW DRIVEWAY EAST FOR 0.1 MILE TO GATE INTO BARNYARD
 JD2721'AND STATION AS DESCRIBED.
 JD2721'
 JD2721'A 74 FOOT SIGNAL AT STATION OHIO IS VISIBLE AT 37 FEET
 JD2721'
 JD2721'A 74 FOOT SIGNAL AT STATION LOWRY IS VISIBLE FROM THE GROUND
 JD2721'
 JD2721'AN 87 FOOT SIGNAL AT STATION HOGLES 1947 IS VISIBLE AT 37 FEET
 JD2721'
 JD2721'AN 87 FOOT SIGNAL AT STATION TANYARD 1947 IS VISIBLE AT 37 FEET
 JD2721'
 JD2721'A 74 FOOT SIGNAL AT STATION BLUFF IS VISIBLE AT 37 FEET
 JD2721'
 JD2721'AN 87 FOOT SIGNAL AT STATION MET IS VISIBLE AT 37 FEET
 JD2721'
 JD2721'A 74 FOOT SIGNAL AT STATION LOGAN IS VISIBLE FROM THE GROUND
 JD2721'
 JD2721'AN 87 FOOT SIGNAL AT STATION ROCKVILLE IS VISIBLE AT 37 FEET
 JD2721'
 JD2721'A 100 FOOT SIGNAL AT STATION APPLETON EAST BASE IS VISIBLE AT
 JD2721'50 FEET
 JD2721'
 JD2721'A 74 FOOT SIGNAL AT STATION GERMAN IS VISIBLE AT 50 FEET
 JD2721'
 JD2721'A 100 FOOT SIGNAL AT STATION APPLETON WEST BASE IS VISIBLE AT
 JD2721'37 FEET
 JD2721'
 JD2721'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2721
 JD2721                          STATION RECOVERY (1963)
 JD2721
 JD2721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JD2721'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD
 JD2721'CONDITION.  OLD DESCRIPTION IS ADEQUATE TO REACH STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1545 ***********************************************************************
 JC1545  DESIGNATION -  CHAMOIS
 JC1545  PID         -  JC1545
 JC1545  STATE/COUNTY-  MO/OSAGE
 JC1545  USGS QUAD   -  MOKANE EAST (1985)
 JC1545
 JC1545                         *CURRENT SURVEY CONTROL
 JC1545  ___________________________________________________________________
 JC1545* NAD 83(1997)-  38 40 10.07650(N)    091 47 52.75494(W)     ADJUSTED  
 JC1545* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 JC1545  ___________________________________________________________________
 JC1545  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 JC1545  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JC1545
 JC1545  HORZ ORDER  -  FIRST
 JC1545
 JC1545.The horizontal coordinates were established by classical geodetic methods
 JC1545.and adjusted by the National Geodetic Survey in February 2000..
 JC1545
 JC1545.The orthometric height was scaled from a topographic map.
 JC1545
 JC1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1545
 JC1545.The geoid height was determined by GEOID03.
 JC1545
 JC1545;                    North         East     Units Scale Factor Converg.
 JC1545;SPC MO C     -   314,973.708   561,091.008   MT  0.99997928   +0 26 19.1
 JC1545;UTM  15      - 4,280,783.291   604,568.597   MT  0.99973465   +0 45 04.0
 JC1545
 JC1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1545!SPC MO C     -   0.99996833  x   0.99997928  =   0.99994761
 JC1545!UTM  15      -   0.99996833  x   0.99973465  =   0.99970299
 JC1545
 JC1545:                Primary Azimuth Mark                     Grid Az
 JC1545:SPC MO C     -  CHAMOIS AZ MK                            079 58 52.5
 JC1545:UTM  15      -  CHAMOIS AZ MK                            079 40 07.6
 JC1545
 JC1545|---------------------------------------------------------------------|
 JC1545| PID    Reference Object                     Distance      Geod. Az  |
 JC1545|                                                           dddmmss.s |
 JC1545| CN6616 CHAMOIS AZ MK                                      0802511.6 |
 JC1545| CN6617 CHAMOIS RM 1                         21.153 METERS 09008     |
 JC1545| CN6618 CHAMOIS RM 2                         18.757 METERS 31500     |
 JC1545|---------------------------------------------------------------------|
 JC1545
 JC1545                          SUPERSEDED SURVEY CONTROL
 JC1545
 JC1545  NAD 83(1986)-  38 40 10.09013(N)    091 47 52.75866(W) AD(       ) 1
 JC1545  NAD 27      -  38 40 09.93840(N)    091 47 52.12110(W) AD(       ) 1
 JC1545
 JC1545.Superseded values are not recommended for survey control.
 JC1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1545.See file dsdata.txt to determine how the superseded data were derived.
 JC1545
 JC1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC0456980783(NAD 83)
 JC1545_MARKER: P = PIPE CAP
 JC1545_SETTING: 0 = UNSPECIFIED SETTING
 JC1545
 JC1545  HISTORY     - Date     Condition        Report By
 JC1545  HISTORY     - 1934     MONUMENTED       MRC
 JC1545  HISTORY     - 1971     GOOD             NGS
 JC1545
 JC1545                          STATION DESCRIPTION
 JC1545
 JC1545'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1934 (CAS)
 JC1545'STATION IS ABOUT 2 MILES W OF CHAMOIS IN THE NW 1/4 SEC. 15,
 JC1545'T 45 N, R 8 W, ON THE FARM OF D. AND E. SCHOWENERDT, ON THE
 JC1545'HIGHEST POINT OF THE KNOB, AT THE W END OF LONG E-W RIDGE, THAT
 JC1545'PARALLELS THE MISSOURI RIVER ON THE S, ABOUT 0.75 MILE S OF THE
 JC1545'RIVER, ABOUT 0.3 MILE S OF THE RAILROAD THAT LIES ALONG THE
 JC1545'S SIDE OF RIVER VALLEY, 21 FEET NNW OF A 15-INCH WALNUT TREE,
 JC1545'11 FEET E OF A 5-INCH TWIN OAK.
 JC1545'
 JC1545'THE STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION (A 6-INCH
 JC1545'IRON PIPE WITH A RAISED TRIANGLE IN THE CENTER OF PIPE COVER).
 JC1545'THERE IS A 1/4-INCH HOLE IN THE CENTER OF THE TRIANGLE TO
 JC1545'DESIGNATE THE STATION POINT.  THE MARK WAS MADE MORE SECURE BY
 JC1545'EMBEDDING IT IN AN 18- BY 18-INCH MASS OF CONCRETE.  IT PROJECTS
 JC1545'12 INCHES.
 JC1545'
 JC1545'AZIMUTH AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JC1545'CONCRETE.  MARKS PROJECT 5 INCHES.
 JC1545'
 JC1545'AZIMUTH MARK IS APPROXIMATELY 2 MILES ENE OF STATION, ABOUT 0.4
 JC1545'MILE E OF CHAMOIS, ON THE S SIDE OF THE OAKLAND CEMETERY, 10
 JC1545'FEET E OF THE E GATE OF THE MAIN ENTRANCE, 10 FEET W OF THE W
 JC1545'GATE OF AN AUXILIARY ENTRANCE.
 JC1545'
 JC1545'REFERENCE MARK NO. 1 IS 69.40 FEET E OF STATION, 15 FEET N OF
 JC1545'A 5-INCH WALNUT TREE, 5 FEET E OF A 3-INCH WALNUT TREE, 4 FEET
 JC1545'SSW OF 2, 3-INCH OAK TREES.
 JC1545'
 JC1545'REFERENCE MARK NO. 2 IS 61.54 FEET NNW OF STATION, 8 FEET N OF
 JC1545'5-INCH TWIN OAKS, 10 FEET S OF A CLUSTER OF FIVE MAPLES, 121.04
 JC1545'FEET WNW OF REFERENCE MARK NO. 1.
 JC1545'
 JC1545'TO REACH FROM THE RAILROAD STATION IN CHAMOIS, GO N 2 BLOCKS
 JC1545'ABOUT 0.1 MILE.  THENCE W UP THE RIVER VALLEY ROAD 1.0 MILE TO
 JC1545'WHERE THE ROAD TURNS S.  TURN S AND CONTINUE STRAIGHT ACROSS
 JC1545'THE RAILROAD TRACKS FOR 0.1 MILE TO MR. SCHOWENERDTS HOUSE.
 JC1545'CONTINUE S BETWEEN HIS HOUSE AND BARNS AND ACROSS THE HOG
 JC1545'PASTURE FOR 0.2 MILE TO A GATE AT THE S SIDE OF THE PASTURE.
 JC1545'THERE TURN W AND FOLLOW OLD ROAD 0.2 MILE TO A GATE AT THE W
 JC1545'SIDE OF THE PASTURE.  PASS THROUGH GATE AND CONTINUE WESTWARD
 JC1545'UP THE VALLEY ABOUT 0.3 MILE, THENCE BEAR N UP STEEP GRADE FOR
 JC1545'ABOUT 0.1 MILE.  BEAR W AT TOP OF RIDGE, AND FOLLOW RIDGE
 JC1545'WESTWARD 0.1 MILE TO THE STATION.
 JC1545'
 JC1545'ALL LIGHTS CAME INTO VIEW AT 24 FEET.
 JC1545
 JC1545                          STATION RECOVERY (1971)
 JC1545
 JC1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1545'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JC1545'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JC1545'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY EXCEPT A FEW CHANGES IN
 JC1545'THE TO REACH THE STATION.
 JC1545'
 JC1545'TO REACH THE STATION FROM THE RAILROAD STATION AT CHAMOIS, GO NORTH
 JC1545'FOR 0.1 MILE TO STATE HIGHWAY 100.  TURN LEFT AND GO WEST ON STATE
 JC1545'HIGHWAY 100 FOR 1.0 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT,
 JC1545'CROSSING RAILROAD TRACKS AND GO SOUTH ON DRIVEWAY TO
 JC1545'MR. S. SCHOWENERDTS FARMHOUSE.  CONTINUE SOUTH BETWEEN HIS HOUSE
 JC1545'AND BARNS AND ACROSS THE HOG PASTURE FOR 0.2 MILE TO A GATE AT
 JC1545'THE SOUTH SIDE OF PASTURE.  THERE TURN WEST AND FOLLOW OLD ROAD
 JC1545'0.2 MILE TO A GATE AT THE WEST SIDE OF THE PASTURE.  PASS THROUGH
 JC1545'THE GATE AND CONTINUE WESTWARD UP VALLEY ABOUT 0.3 MILE, THEN BEAR
 JC1545'NORTH UP STEEP GRADE FOR 0.1 MILE.  BEAR WEST AT TOP OF RIDGE AND
 JC1545'FO FOLLOW RIDGE WESTWARD FOR 0.1 MILE TO STATION ON HIGHEST POINT
 JC1545'OF RIDGE.
 JC1545'
 JC1545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 JC1545'WEST OF CHAMOIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1758 ***********************************************************************
 GD1758  DESIGNATION -  CHANNEL
 GD1758  PID         -  GD1758
 GD1758  STATE/COUNTY-  MO/PEMISCOT
 GD1758  USGS QUAD   -  DENTON (1978)
 GD1758
 GD1758                         *CURRENT SURVEY CONTROL
 GD1758  ___________________________________________________________________
 GD1758* NAD 83(1997)-  36 03 33.96268(N)    089 56 29.72489(W)     ADJUSTED  
 GD1758* NAVD 88     -        75.8    (meters)     249.     (feet)  GPS OBS   
 GD1758  ___________________________________________________________________
 GD1758  X           -       5,262.522 (meters)                     COMP
 GD1758  Y           -  -5,162,155.439 (meters)                     COMP
 GD1758  Z           -   3,733,552.930 (meters)                     COMP
 GD1758  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GD1758  ELLIP HEIGHT-          47.53  (meters)          (02/17/00) GPS OBS
 GD1758  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD1758
 GD1758  HORZ ORDER  -  SECOND
 GD1758  ELLP ORDER  -  FOURTH    CLASS I
 GD1758
 GD1758.The horizontal coordinates were established by classical geodetic methods
 GD1758.and adjusted by the National Geodetic Survey in February 2000..
 GD1758
 GD1758.The orthometric height was determined by GPS observations and a
 GD1758.high-resolution geoid model.
 GD1758
 GD1758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1758
 GD1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1758
 GD1758.The ellipsoidal height was determined by GPS observations
 GD1758.and is referenced to NAD 83.
 GD1758
 GD1758.The geoid height was determined by GEOID03.
 GD1758
 GD1758;                    North         East     Units Scale Factor Converg.
 GD1758;SPC MO E     -    25,230.319   300,307.370   MT  0.99996451   +0 19 43.3
 GD1758;SPC AR N     -   193,438.504   585,435.429   MT  0.99997025   +1 11 52.0
 GD1758;SPC AR N     -   634,639.49  1,920,716.07   sFT  0.99997025   +1 11 52.0
 GD1758;UTM  16      - 3,994,546.148   235,044.499   MT  1.00046509   -1 43 57.0
 GD1758;UTM  15      - 3,994,870.838   775,480.724   MT  1.00053520   +1 48 05.0
 GD1758
 GD1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1758!SPC MO E     -   0.99999254  x   0.99996451  =   0.99995705
 GD1758!SPC AR N     -   0.99999254  x   0.99997025  =   0.99996279
 GD1758!UTM  16      -   0.99999254  x   1.00046509  =   1.00045763
 GD1758!UTM  15      -   0.99999254  x   1.00053520  =   1.00052774
 GD1758
 GD1758|---------------------------------------------------------------------|
 GD1758| PID    Reference Object                     Distance      Geod. Az  |
 GD1758|                                                           dddmmss.s |
 GD1758| GD1757 Q 8100                               41.367 METERS 04535     |
 GD1758| GD1755 STEELE MUNICIPAL TANK               APPROX.10.4 KM 0751650.5 |
 GD1758| GD2025 CHANNEL RM 1                         33.333 METERS 12054     |
 GD1758| FE2692 NINE                                APPROX.14.9 KM 1223455.4 |
 GD1758| CG3753 CHANNEL AZ MK                                      2735430.5 |
 GD1758|---------------------------------------------------------------------|
 GD1758
 GD1758                          SUPERSEDED SURVEY CONTROL
 GD1758
 GD1758  NAD 83(1997)-  36 03 33.96357(N)    089 56 29.72464(W) AD(       ) 2
 GD1758  NAD 83(1997)-  36 03 33.96561(N)    089 56 29.72582(W) AD(       ) 2
 GD1758  NAD 83(1997)-  36 03 33.97354(N)    089 56 29.72349(W) AD(       ) 2
 GD1758  NAD 83(1997)-  36 03 33.97383(N)    089 56 29.72942(W) AD(       ) 2
 GD1758  NAD 83(1986)-  36 03 33.97552(N)    089 56 29.72867(W) AD(       ) 2
 GD1758  NAD 27      -  36 03 33.72440(N)    089 56 29.41260(W) AD(       ) 2
 GD1758  NGVD 29 (05/28/98)   75.8    (m)          249.     (f) GPS OBS        
 GD1758
 GD1758.Superseded values are not recommended for survey control.
 GD1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1758.See file dsdata.txt to determine how the superseded data were derived.
 GD1758
 GD1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3504494546(NAD 83)
 GD1758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GD1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1758_SP_SET: CONCRETE POST
 GD1758_MARK LOGO: CGS   
 GD1758_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1758+STABILITY: SURFACE MOTION
 GD1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1758+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1991
 GD1758
 GD1758  HISTORY     - Date     Condition        Report By
 GD1758  HISTORY     - 1955     MONUMENTED       CGS
 GD1758  HISTORY     - 1955     GOOD             CGS
 GD1758  HISTORY     - 1970     GOOD             NGS
 GD1758  HISTORY     - 19910301 GOOD             NGS
 GD1758  HISTORY     - 20040212 POOR             USACE
 GD1758
 GD1758                          STATION DESCRIPTION
 GD1758
 GD1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 GD1758'THE STATION IS ABOUT 13-1/2 MILES SOUTH-SOUTHEAST OF KENNET, 6 MILES
 GD1758'WEST-SOUTHWEST OF STEELE, 4 MILES WEST OF HOLLAND, 4 MILES NORTH OF
 GD1758'THE MISSOURI-ARKANSAS STATE LINE, IN THE SMALL VILLAGE OF CHANNEL
 GD1758'CORNERS, 150 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 66
 GD1758'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 39 FEET SOUTH OF THE
 GD1758'SOUTHWEST CORNER OF AN ABANDONED BUILDING AND 6 FEET NORTH OF A 4
 GD1758'INCH BY 4 INCH WITNESS POST.
 GD1758'
 GD1758'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHANNEL 1955.
 GD1758'
 GD1758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND COUNTY
 GD1758'ROUTES F AND E AT THE HIGH SCHOOL IN HOLLAND, GO WEST ON COUNTY
 GD1758'ROUTE F FOR 0.2 MILE, TURN RIGHT AND GO NORTH ON THE HIGHWAY,
 GD1758'THROUGH TOWN, FOR 0.3 MILE, TURN LEFT AND GO WEST ON THE HIGHWAY FOR
 GD1758'2.45 MILES TO A NORTH CURVE AND A GRAVELED ROAD CONTINUING WEST,
 GD1758'CONTINUE WEST ON THE GRAVELED ROAD FOR 1.5 MILES TO A CROSS ROAD,
 GD1758'KNOWN LOCALLY AS CHANNEL CORNERS, A GROCERY STORE AND GIN ON THE
 GD1758'RIGHT AND THE STATION MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST
 GD1758'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 GD1758'DESCRIBED.
 GD1758'
 GD1758'RM 1 IS 27 FEET EAST OF THE GRAVELED ROAD AND 1 FOOT SOUTH OF A
 GD1758'POWER-LINE POLE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 GD1758'CHANNEL NO 1 1955.
 GD1758'
 GD1758'B.M. Q. 8, 100 IS A STANDARD U.S. ENGINEER DEPT. TRIANGULATION
 GD1758'STATION DISK BOLTED TO THE TOP OF A LENGTH OF 4-INCH IRON PIPE THAT
 GD1758'PROJECTS 12 INCHES.  THE DISK IS STAMPED Q. 8. 100.  IT IS 42 FEET
 GD1758'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 10 FEET SOUTHWEST OF
 GD1758'A POWER-LINE POLE AND 3 FEET SOUTH OF A FENCE CORNER.
 GD1758'
 GD1758'THE AZIMUTH MARK IS 53 FEET WEST OF A DRIVEWAY, 26 FEET SOUTH OF A
 GD1758'GRAVELED ROAD, 6 FEET NORTHWEST OF AN 18-INCH TREE AND 5 FEET
 GD1758'NORTH-NORTHWEST OF A 4 INCH BY 4 INCH WITNESS POST.  THE MARK
 GD1758'PROJECTS 3 INCHES AND THE DISK IS STAMPED CHANNEL 1955.
 GD1758'
 GD1758'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 GD1758
 GD1758                          STATION RECOVERY (1955)
 GD1758
 GD1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 GD1758'RECOVERED IN GOOD CONDITION.
 GD1758
 GD1758                          STATION RECOVERY (1970)
 GD1758
 GD1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1758'THE STATION MARK, REFERENCE MARK NO. 1 AND BM Q.8.100 (USE) WERE
 GD1758'RECOVERED.  AN EXTENDED AND THOROUGH SEARCH WAS MADE FOR THE AZIMUTH
 GD1758'MARK, BUT IT COULD NOT BE FOUND, AND IS BELIEVED COMPLETELY
 GD1758'DESTROYED BY LAND LEVELING AND CULTIVATION.  NO NEW AZIMUTH MARK WAS
 GD1758'SET.  THE STATION WAS OCCUPIED AND THE ANGLES OBSERVED ON THE
 GD1758'REFERENCE MARKS USING A DISTANT WATER TANK AS THE INITIAL.  IN
 GD1758'CHECKING THE HORIZONTAL ANGLE BETWEEN BM Q.8.100 (USE) AND REFERENCE
 GD1758'MARK NO. 1 A DISCREPANCY OF PLUS 07 FEET 38.6 INCHES WAS NOTED.  IN
 GD1758'CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND
 GD1758'REFERENCE MARK NO. 1 A DISCREPANCY OF - 0.51 OF A FOOT WAS
 GD1758'NOTED AND BETWEEN THE STATION AND BM Q.8.100 (USE) A DISCREPANCY OF
 GD1758'- 0.24 OF A FOOT WAS NOTED.  BOTH OF THESE MARKS SHOWED EVIDENCE OF
 GD1758'HAVING BEEN MOVED BY CULTIVATION AND BY THE LAYING OF AN UNDERGROUND
 GD1758'TELEPHONE CABLE.  THE STATION MARK IS SO LOCATED THAT IT DOES NOT
 GD1758'SEEM POSSIBLE THERE COULD BE ANY MOVEMENT THERE, AND THE SURFACE
 GD1758'MARK WAS NOT DISTURBED AT THIS TIME.
 GD1758'
 GD1758'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1758'
 GD1758'THE STATION IS LOCATED ABOUT 13-1/2 MILES SOUTH-SOUTHEAST OF KENNETT,
 GD1758'6 MILES WEST-SOUTHWEST OF STEELE, 4 MILES WEST OF HOLLAND, 4 MILES
 GD1758'NORTH OF THE MISSOURI-ARKANSAS STATE LINE, AND IN THE SMALL
 GD1758'COMMUNITY OF CHANNEL CORNERS.
 GD1758'
 GD1758'TO REACH THE STATION FROM THE HOLLAND HIGH SCHOOL IN THE NORTHWEST
 GD1758'ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 61 AND COUNTY ROUTES F AND
 GD1758'E AT THE EAST SIDE OF HOLLAND, GO WEST ON COUNTY ROUTE F FOR 0.2
 GD1758'OF A MILE TO A CROSSROAD, HERE TURN RIGHT AND CONTINUE NORTH ON
 GD1758'COUNTY ROUTE F FOR 0.3 OF A MILE TO A CROSSROAD.  HERE TURN LEFT
 GD1758'AND GO WEST ON COUNTY ROUTE F FOR 2.35 MILES TO THE JUNCTION WITH
 GD1758'COUNTY ROUTE C ON THE RIGHT AND A GRAVELED ROAD LEFT.  HERE
 GD1758'CONTINUE STRAIGHT AHEAD, WEST, ON A GRAVELED ROAD FOR 1.45 MILES TO
 GD1758'A CROSSROAD AT A STORE AND COTTON GIN IN THE NORTHEAST ANGLE (CHANNEL
 GD1758'CORNERS) AND THE STATION IN THE SOUTHWEST ANGLE AS DESCRIBED.
 GD1758'
 GD1758'THE STATION IS 166 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM A
 GD1758'GUYED POWERLINE TRANSFORMER POLE, 131 FEET SOUTH OF THE APPROXIMATE
 GD1758'CENTER OF A GRAVELED ROAD, 69 FEET WEST OF THE APPROXIMATE CENTER
 GD1758'OF A GRAVELED ROAD, 53 FEET NORTHWEST OF A NORTHEAST FENCE CORNER
 GD1758'POST, 42 FEET NORTH OF A FENCE, AND 0.9 OF A FOOT SOUTH OF A METAL
 GD1758'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 GD1758'A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE
 GD1758'DISK IS STAMPED CHANNEL 1955.
 GD1758'
 GD1758'REFERENCE MARK NO. 1 IS 111 FEET NORTH OF A UTILITY POLE AND
 GD1758'TELEPHONE CABLE RISER POST, 41 FEET SOUTH OF THE APPROXIMATE CENTER
 GD1758'OF A DRIVEWAY LEADING INTO AN OLD HOME SITE, 26 FEET EAST OF THE
 GD1758'APPROXIMATE CENTER OF A GRAVELED ROAD, AND 1.0 FOOT WEST OF A
 GD1758'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 GD1758'OF A 10-INCH ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1758'STAMPED CHANNEL NO 1 1955.
 GD1758'
 GD1758'BM Q.8.100 (USE) IS 90 FEET SOUTHEAST AND ACROSS THE INTERSECTION OF
 GD1758'THE GRAVELED ROADS FROM THE GUYED POWERLINE TRANSFORMER POLE, 38
 GD1758'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 27 FEET
 GD1758'EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 13 FEET
 GD1758'SOUTHWEST OF A GUYED TELEPHONE POLE, AND 2.5 FEET SOUTH-SOUTHWEST
 GD1758'OF A TELEPHONE CABLE WARNING SIGN.  IT IS A STANDARD U.S.E.D.
 GD1758'TRIANGULATION STATION BRASS CAP RIVETED TO THE TOP OF A 4-INCH
 GD1758'GALVANIZED PIPE THAT PROJECTS 16 INCHES AND THE CAP IS STAMPED
 GD1758'Q.8.100.
 GD1758'
 GD1758'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1758'BM Q.8.100 (USE) IS 151.25 FEET - (46.101) METERS.
 GD1758'
 GD1758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4.0 MILES
 GD1758'WEST OF HOLLAND.
 GD1758
 GD1758                          STATION RECOVERY (1991)
 GD1758
 GD1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1758'STATION MARK POST WITH SHANK ONLY WAS RECOVERED.  TOP OF POST IS
 GD1758'SCORED BY FARM EQUIPMENT AND THE SOLID SHANK PROJECTS ABOUT 1 MM
 GD1758'ABOVE THE POST.  SHANK SURFACE WAS FILED SMOOTH AND A PUNCH HOLE
 GD1758'INSCRIBED.  BENCH MARK Q 8.100 WAS FOUND WITH THE CAP SHEARED OFF BUT
 GD1758'THE PIPE REMAINS ERECT IN THE GROUND AND THE MEASUREMENT WAS USED TO
 GD1758'DETERMINE THE STATION MARK.  REFERENCE MARK 1 AND THE AZIMUTH MARK
 GD1758'WERE NOT RECOVERED AND HAVE PROBABLY BEEN DESTROYED BY DITCHING AND
 GD1758'PLOWING.
 GD1758'STATION IS LOCATED ABOUT 10 KM (6.20 MI) WEST-SOUTHWEST OF STEELE, 3.2
 GD1758'KM (2.00 MI) SOUTH OF STATE HIGHWAY 164, 1 KM (0.60 MI) EAST OF THE
 GD1758'PEMISCOT-DUNKLIN COUNTY LINE, ALONG THE SOUTH EDGE OF A CULTIVATED
 GD1758'FIELD, IN THE SOUTHWEST QUADRANT OF A GRAVEL ROAD JUNCTION, IN NORTH
 GD1758'CENTRAL SECTION 2, T 16 N, R 10 E. OWNERHIP--UNKNOWN.
 GD1758'TO REACH FROM THE JUNCTION OF US HIGHWAY 61 AND STATE HIGHWAY 164 IN
 GD1758'STEELE, GO NORTHWEST ON HIGHWAY 164 FOR 0.55 KM (0.35 MI) TO A FORK.
 GD1758'BEAR LEFT, WEST, ON HIGHWAY 164 FOR 7.50 KM (4.65 MI) TO ITS JUNCTION
 GD1758'WITH ROADS C AND F. TURN LEFT, SOUTH, ON ROAD F FOR 3.15 KM
 GD1758'(1.95 MI) TO A CROSSROAD.  TURN RIGHT, WEST, ON GRAVEL ROAD FOR 2.40
 GD1758'KM (1.50 MI) TO A CROSSROAD AND THE STATION ON THE LEFT.
 GD1758'STATION MARK IS THE PUNCHHOLE TOP CENTER IN THE ORIGINAL DISK SHANK,
 GD1758'SET IN A 30-CM CONCRETE POST PROJECTING 1 CM.  IT IS 40.2 M
 GD1758'(131.9 FT) SOUTH OF A DIRT ROAD CENTER, 21.1 M (69.2 FT) WEST OF THE
 GD1758'DIRT ROAD CENTER, 45.6 M (149.6 FT) SOUTHWEST OF A SAWED-OFF UTILITY
 GD1758'POLE AT TELEPHONE PEDESTAL 8000 141, 8.3 M (27.2 FT) NORTH-NORTHWEST
 GD1758'OF A 25-CM TREE STUMP ON THE WEST SIDE OF A VERY LARGE PILE OF BEER
 GD1758'CANS, AND 0.4 M (1.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 GD1758'DESCRIBED BY G.R.HEID.
 GD1758
 GD1758                          STATION RECOVERY (2004)
 GD1758
 GD1758'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1758'DISK MISSING. STEM INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1093 ***********************************************************************
 KD1093  DESIGNATION -  CHAPEL
 KD1093  PID         -  KD1093
 KD1093  STATE/COUNTY-  MO/HOWARD
 KD1093  USGS QUAD   -  FRANKLIN (1971)
 KD1093
 KD1093                         *CURRENT SURVEY CONTROL
 KD1093  ___________________________________________________________________
 KD1093* NAD 83(1997)-  39 00 35.27037(N)    092 47 22.30392(W)     ADJUSTED  
 KD1093* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 KD1093  ___________________________________________________________________
 KD1093  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 KD1093  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KD1093
 KD1093  HORZ ORDER  -  SECOND
 KD1093
 KD1093.The horizontal coordinates were established by classical geodetic methods
 KD1093.and adjusted by the National Geodetic Survey in February 2000..
 KD1093
 KD1093.The orthometric height was scaled from a topographic map.
 KD1093
 KD1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1093
 KD1093.The geoid height was determined by GEOID03.
 KD1093
 KD1093;                    North         East     Units Scale Factor Converg.
 KD1093;SPC MO C     -   352,558.257   474,924.264   MT  0.99994107   -0 10 56.1
 KD1093;UTM  15      - 4,317,884.871   518,222.559   MT  0.99960409   +0 07 56.9
 KD1093
 KD1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1093!SPC MO C     -   0.99997124  x   0.99994107  =   0.99991231
 KD1093!UTM  15      -   0.99997124  x   0.99960409  =   0.99957534
 KD1093
 KD1093|---------------------------------------------------------------------|
 KD1093| PID    Reference Object                     Distance      Geod. Az  |
 KD1093|                                                           dddmmss.s |
 KD1093| AI9053 CHAPEL RM 1                          30.059 METERS 06622     |
 KD1093| KD1083 NEW FRANKLIN MUNICIPAL TANK         APPROX. 4.6 KM 0801030.0 |
 KD1093| JD2611 BOONVILLE MO PWR LT CO STACK        APPROX. 6.6 KM 1195354.5 |
 KD1093| JD2607 BOONVILLE MO TRAINING SCH TK        APPROX. 6.3 KM 1255031.8 |
 KD1093| AI1012 CHAPEL AZ MK                                       1292105.3 |
 KD1093| JD2605 BOONVILLE MUNICIPAL TANK            APPROX. 6.6 KM 1411533.6 |
 KD1093| JD2638 BOONVILLE HARLEY PARK MUN TANK      APPROX. 4.9 KM 1482739.5 |
 KD1093| JD2636 BOONVILLE PE PIPELINE CO MAST       APPROX. 5.6 KM 1615208.4 |
 KD1093| CL9049 CHAPEL RM 2                          23.387 METERS 31356     |
 KD1093| AI9054 CHAPEL RM 3                          18.890 METERS 31435     |
 KD1093|---------------------------------------------------------------------|
 KD1093
 KD1093                          SUPERSEDED SURVEY CONTROL
 KD1093
 KD1093  NAD 83(1986)-  39 00 35.27808(N)    092 47 22.30760(W) AD(       ) 2
 KD1093  NAD 27      -  39 00 35.18178(N)    092 47 21.64603(W) AD(       ) 2
 KD1093
 KD1093.Superseded values are not recommended for survey control.
 KD1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1093.See file dsdata.txt to determine how the superseded data were derived.
 KD1093
 KD1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD1822317885(NAD 83)
 KD1093_MARKER: DS = TRIANGULATION STATION DISK
 KD1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1093_STAMPING: CHAPEL 1949
 KD1093_MARK LOGO: CGS   
 KD1093_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KD1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1093+STABILITY: SURFACE MOTION
 KD1093
 KD1093  HISTORY     - Date     Condition        Report By
 KD1093  HISTORY     - 1949     MONUMENTED       CGS
 KD1093  HISTORY     - 1967     GOOD             CGS
 KD1093  HISTORY     - 19800101 GOOD             NGS
 KD1093
 KD1093                          STATION DESCRIPTION
 KD1093
 KD1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1093'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF BOONVILLE AND
 KD1093'3-1/2 MILES WEST SOUTHWEST OF NEW FRANKLIN ON THE EDGE OF A
 KD1093'BLUFF IN A PASTURE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 KD1093'DISK IS STAMPED CHAPEL 1949.
 KD1093'
 KD1093'REFERENCE MARK NO. 1 IS 6 FEET SOUTHWEST OF A LARGE WALNUT TREE.
 KD1093'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CHAPEL
 KD1093'NO 1 1949.
 KD1093'
 KD1093'REFERENCE MARK NO. 2 PROJECTS ABOUT 1 INCH AND THE DISK IS
 KD1093'STAMPED CHAPEL NO 2 1949.
 KD1093'
 KD1093'AZIMUTH MARK IS 24 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 KD1093'OF STATE ROUTE 87, 7 FEET WEST OF A LARGE LONE TREE AND 5 FEET
 KD1093'NORTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 6 INCHES
 KD1093'AND THE DISK IS STAMPED CHAPEL 1949.
 KD1093'
 KD1093'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 KD1093'87 AT THE NORTH END OF THE MISSOURI RIVER BRIDGE NORTH OF
 KD1093'BOONVILLE, GO NORTHWEST ON STATE HIGHWAY 87 FOR 2.55 MILES TO
 KD1093'AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE NORTHERLY ON STATE
 KD1093'HIGHWAY 87 FOR 0.65 MILE TO A YELLOW BOARD GATE ON THE LEFT.
 KD1093'PASS THROUGH GATE AND GO SOUTH ACROSS PASTURE FOR 0.15 MILE TO
 KD1093'EDGE OF BLUFF AND STATION ON HIGHEST POINT.
 KD1093'
 KD1093'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD1093
 KD1093                          STATION RECOVERY (1967)
 KD1093
 KD1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1093'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT R.M. NO. 2,
 KD1093'WERE FOUND IN GOOD CONDITION.  R.M. NO. 2 WAS NOT RECOVERED AND
 KD1093'WAS PRESUMED DESTROYED.  ONE NEW REFERENCE MARK WAS ESTABLISHED
 KD1093'AT TIME OF RECOVERY.  THE AZIMUTH MARK WAS NOT VISIBLE FROM THE
 KD1093'GROUND AT THIS TIME AS THERE WERE SOME TREE LIMBS ON LINE.
 KD1093'A SMALL AMOUNT OF CLEARING WOULD BE REQUIRED BUT SEVERAL OBJECTS
 KD1093'WERE VISIBLE SO THE LINE WAS NOT CLEARED.
 KD1093'
 KD1093'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 KD1093'87, AT THE NORTH END OF THE MISSOURI RIVER BRIDGE AT BOONVILLE, GO
 KD1093'NORTHWEST ON STATE HIGHWAY 87 FOR 2.55 MILES TO A LONE TREE AND
 KD1093'THE AZIMUTH MARK ON THE LEFT, CONTINUE ON THE HIGHWAY FOR 0.65
 KD1093'MILE TO A BOARD GATE ON THE LEFT OPPOSITE TWO HOUSES ON THE
 KD1093'RIGHT, TURN LEFT THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE FOR
 KD1093'0.15 MILE TO THE HIGHEST POINT AND STATION.
 KD1093'
 KD1093'THE STATION IS ON THE HIGHEST POINT OF A SMALL MOUND AND IS 27.5
 KD1093'FEET SOUTH OF AN EAST-WEST FENCE.  THE MARK IS FLUSH AND THE DISK
 KD1093'IS STAMPED CHAPEL 1949.
 KD1093'
 KD1093'R.M. NO. 1 IS 21 FEET NORTH OF AN EAST-WEST FENCE AND 5 FEET
 KD1093'SOUTHWEST OF A LARGE WALNUT TREE.  THE MARK PROJECTS 3 INCHES
 KD1093'AND THE DISK IS STAMPED CHAPEL NO 1 1949.
 KD1093'
 KD1093'R.M. NO. 3 IS IN OPEN PASTURE AND IS 11.5 FEET NORTH OF AN
 KD1093'EAST-WEST FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CHAPEL
 KD1093'1949 NO 3 1967.
 KD1093'
 KD1093'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTERLINE OF THE
 KD1093'HIGHWAY, 6 FEET WEST OF A LARGE LONE TREE AND 1 FOOT EAST OF A
 KD1093'METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 KD1093'STAMPED CHAPEL 1949.
 KD1093'
 KD1093'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 KD1093'NORTHWEST OF BOONVILLE
 KD1093
 KD1093                          STATION RECOVERY (1980)
 KD1093
 KD1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KD1093'THE SURFACE STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK
 KD1093'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK CAN NOT BE SEEN
 KD1093'WHEN TREES ARE LEAFED OUT, THEREFORE AN AZIMUTH MARK 2 WAS
 KD1093'ESTABLISHED.  THE DIRECTION TO REFERENCE MARK 1 WAS 2 MINUTES, 33
 KD1093'SECONDS LARGER THAN 1967 DATA AND THE DISTANCE WAS 0.01 FT (0.30 CM)
 KD1093'LONGER.  THE DIRECTION TO REFERENCE MARK 3 WAS 1 MINUTE, 43 SECONDS
 KD1093'SMALLER THAN 1967 DATA AND THE DISTANCE WAS 0.003 M (0.010 FT) LONGER.
 KD1093'THE DIRECTION TO THE AZIMUTH MARK WAS 1.3 SECONDS SMALLER THAN 1949
 KD1093'DATA AND TO THE BOONVILLE HARLEY PARK MUNICIPAL TANK WAS 2.7 SECONDS
 KD1093'LARGER THAN 1949 DATA.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 KD1093'ABOUT 4 MI (6.4 KM) NORTHWEST OF BOONVILLE, 3.5 MI (5.6 KM) SOUTHWEST
 KD1093'OF NEW FRANKLIN, ON TOP OF A PROMINENT KNOLL IN PASTURELAND AND ON
 KD1093'PROPERTY OF JOHN YEAGER, FRANKLIN, MISSOURI 65250.  MR YEAGER LIVES
 KD1093'ABOUT 0.15 MI (0.24 KM) SOUTH (0.24 KM) SOUTH SOUTHWEST OF THE STATION
 KD1093'AND REQUESTS THAT HE BE CONTACTS PRIOR TO VISITING THE STATION.  TO
 KD1093'REACH THE STATION FROM THE NORTH END OF THE BRIDGE OF US HIGHWAY 40
 KD1093'AND STATE HIGHWAYS 5 AND 87 OVER THE MISSOURI RIVER AT BOONVILLE, GO
 KD1093'WESTERLY ON HIGHWAY 87 FOR 2.55 MI (4.10 KM) TO THE AZIMUTH MARK ON
 KD1093'THE LEFT AT A LONE ELM TREE.  CONTINUE WEST FOR 0.15 MI (0.24 KM) TO
 KD1093'STATE ROAD 2.  BEAR RIGHT AND CONTINUE NORTH AND WEST ON HIGHWAY 87
 KD1093'FOR 0.45 MI (0.72 KM) TO A BOARD GATE ON THE LEFT AND TWO HOUSES ON
 KD1093'THE RIGHT.  TURN LEFT, PASS THROUGH THE GATE, AND GO SOUTH, ALONG THE
 KD1093'WEST SIDE OF A FENCE, FOR 0.15 TO THE HIGHEST POINT AND THE STATION
 KD1093'JUST SOUTH OF AN EAST/WEST FENCE.  TO REACH AZIMUTH MARK 2 FROM THE
 KD1093'JUNCTION OF STATE HIGHWAY 87 AND ROAD 7, GO WEST ON ROAD Z FOR 0.3 MI
 KD1093'(0.5 KM) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED
 KD1093'ROAD FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT.  SURFACE STATION
 KD1093'MARK IS A STANDARD DISK, STAMPED CHAPEL 1949, SET IN THE TOP OF A
 KD1093'SQUARE CONCRETE POST THAT IS 1 INCH BELOW THE SURFACE.  IT IS 62.8 FT
 KD1093'(19.1 M) WEST SOUTHWEST OF THE WEST GATE POST OF A GATE IN THE
 KD1093'EAST/WEST FENCE, 27.7 FT (8.4 M) SOUTH OF A WITNESS POST AND THE FENCE
 KD1093'AND IN THE APPROXIMATE CENTER OF THE KNOLL.  UNDERGROUND MARK WAS NOT
 KD1093'INSPECTED.  REBAR WAS DRIVEN ALONGSIDE THE SURFACE MARK. REFERENCE
 KD1093'MARK 1 IS A STANDARD DISK, STAMPED CHAPEL NO 1 1949, SET IN THE TOP OF
 KD1093'A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 86.6 FT (26.4 M)
 KD1093'EAST NORTHEAST OF THE WITNESS POST, 36.5 FT (11.1 M) NORTHEAST OF THE
 KD1093'WEST GATE POST, 21.0 FT (6.4 M) NORTH OF THE FENCE, 5.0 FT (1.5 M)
 KD1093'WEST SOUTHWEST OF AN OLD WALNUT TREE AND ABOUT 2 FT (0.6 M) LOWER THAN
 KD1093'THE STATION.  REBAR WAS DRIVEN BY THE MARK. REFERENCE MARK 3 IS A
 KD1093'STANDARD DISK, STAMPED CHAPEL 1949 NO 3 1967, SET IN THE TOP OF A
 KD1093'ROUND CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 52.3 FT (15.9 M) WEST
 KD1093'NORTHWEST OF THE WITNESS POST, 10.0 FT (3.0 M) NORTH OF THE FENCE AND
 KD1093'ABOUT 5 FT (1.5 M) LOWER THAN THE STATION. REBAR SET AT MARK.  THE
 KD1093'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHAPEL 1949, SET IN THE TOP
 KD1093'OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 24 FT (7.3 M)
 KD1093'SOUTH OF THE CENTERLINE OF HIGHWAY 87, 6.0 FT (1.8 M) WEST OF A LARGE
 KD1093'ELM TREE, 5.0 FT (1.5 M) NORTH OF A FENCE AND 1 FT (0.3 M) WEST OF A
 KD1093'WITNESS POST.  REBAR WAS DRIVEN ALONGSIDE THE MARK.  THE AZIMUTH MARK
 KD1093'2 IS A STANDARD DISK, STAMPED CHAPEL 1949 NO 2 1980, SET IN THE TOP OF
 KD1093'A ROUND CONCRETE POST THAT PROJECT 4 INCHES.  IT IS 22 FT (6.7 M) WEST
 KD1093'OF THE CENTERLINE OF THE ROAD, 2.0 FT (0.6 M) NORTHEAST OF A FENCE
 KD1093'CORNER POST, 1.5 FT (0.5 M) SOUTH SOUTHEAST OF A POWERLINE POLE AND
 KD1093'1.4 FT (0.4 M) NORTH OF A WITNESS POST.  REBAR WAS PLACED IN THE MARK.
 KD1093'THE DISTANCES TO THE AZIMUTH MARKS WERE MEASURED ELECTRONICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1844 ***********************************************************************
 JE1844  DESIGNATION -  CHAPEL HILL NW ELEC POWER MAST
 JE1844  PID         -  JE1844
 JE1844  STATE/COUNTY-  MO/LAFAYETTE
 JE1844  USGS QUAD   -  CHAPEL HILL (1963)
 JE1844
 JE1844                         *CURRENT SURVEY CONTROL
 JE1844  ___________________________________________________________________
 JE1844* NAD 83(1997)-  38 55 57.12761(N)    094 01 53.04031(W)     ADJUSTED  
 JE1844* NAVD 88     -                                                        
 JE1844  ___________________________________________________________________
 JE1844  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 JE1844  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JE1844
 JE1844  HORZ ORDER  -  THIRD
 JE1844
 JE1844.The horizontal coordinates were established by classical geodetic methods
 JE1844.and adjusted by the National Geodetic Survey in February 2000..
 JE1844
 JE1844
 JE1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1844
 JE1844.The geoid height was determined by GEOID03.
 JE1844
 JE1844;                    North         East     Units Scale Factor Converg.
 JE1844;SPC MO W     -   307,064.674   890,629.352   MT  0.99996150   +0 17 40.1
 JE1844;UTM  15      - 4,309,795.675   410,603.481   MT  0.99969841   -0 38 53.4
 JE1844
 JE1844                          SUPERSEDED SURVEY CONTROL
 JE1844
 JE1844  NAD 83(1997)-  38 55 57.12816(N)    094 01 53.04089(W) AD(       ) 4
 JE1844  NAD 83(1986)-  38 55 57.13448(N)    094 01 53.03842(W) AD(       ) 4
 JE1844  NAD 27      -  38 55 57.10245(N)    094 01 52.24329(W) AD(       ) 3
 JE1844
 JE1844.Superseded values are not recommended for survey control.
 JE1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1844.See file dsdata.txt to determine how the superseded data were derived.
 JE1844
 JE1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1060309796(NAD 83)
 JE1844_MARKER: 42 = RADIO/TV MAST
 JE1844
 JE1844  HISTORY     - Date     Condition        Report By
 JE1844  HISTORY     - 1962     FIRST OBSERVED   CGS
 JE1844  HISTORY     - 20060904 GOOD             GEOCAC
 JE1844
 JE1844                          STATION DESCRIPTION
 JE1844
 JE1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 JE1844'THE STATION IS THE RED LIGHT ATOP THE MAST, LOCATED 6 MILES
 JE1844'NORTHWEST OF PITTSVILLE, 4 MILES WEST OF STATE HIGHWAY 131, 2
 JE1844'MILES NORTHEAST OF THE VILLAGE OF CHAPEL HILL, 0.6 MILE NORTH OF
 JE1844'COUNTY ROUTE HH, 30 FEET NORTH OF A RED TILE SILO AND ON THE WEST
 JE1844'SIDE OF A GRAVEL ROAD.
 JE1844'
 JE1844'IT IS A SLENDER STEEL STRUCTURE, GUYED, PAINTED RED AND WHITE
 JE1844'WITH A CROSS ANTENNA AT THE TOP OF THE MAST AND HAS AN OVERALL
 JE1844'HEIGHT OF 320 FEET.
 JE1844
 JE1844                          STATION RECOVERY (2006)
 JE1844
 JE1844'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ6857 ***********************************************************************
 AJ6857  DESIGNATION -  CHAPEL HILL RESET 2
 AJ6857  PID         -  AJ6857
 AJ6857  STATE/COUNTY-  MO/JOHNSON
 AJ6857  USGS QUAD   -  CHAPEL HILL (1963)
 AJ6857
 AJ6857                         *CURRENT SURVEY CONTROL
 AJ6857  ___________________________________________________________________
 AJ6857* NAD 83(1997)-  38 54 47.37381(N)    094 03 29.40587(W)     ADJUSTED  
 AJ6857* NAVD 88     -       329.8    (meters)    1082.     (feet)  VERTCON   
 AJ6857  ___________________________________________________________________
 AJ6857  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AJ6857  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 AJ6857
 AJ6857  HORZ ORDER  -  THIRD
 AJ6857
 AJ6857.The horizontal coordinates were established by classical geodetic methods
 AJ6857.and adjusted by the National Geodetic Survey in November 2001..
 AJ6857
 AJ6857.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ6857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ6857
 AJ6857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6857
 AJ6857.The geoid height was determined by GEOID03.
 AJ6857
 AJ6857;                    North         East     Units Scale Factor Converg.
 AJ6857;SPC MO W     -   304,902.186   888,318.860   MT  0.99995925   +0 16 39.1
 AJ6857;UTM  15      - 4,307,672.034   408,258.340   MT  0.99970364   -0 39 53.0
 AJ6857
 AJ6857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6857!SPC MO W     -   0.99995337  x   0.99995925  =   0.99991263
 AJ6857!UTM  15      -   0.99995337  x   0.99970364  =   0.99965703
 AJ6857
 AJ6857:                Primary Azimuth Mark                     Grid Az
 AJ6857:SPC MO W     -  KANSAS CITY ST LOUIS AWY BCN 3           021 40 14.7
 AJ6857:UTM  15      -  KANSAS CITY ST LOUIS AWY BCN 3           022 36 46.8
 AJ6857
 AJ6857|---------------------------------------------------------------------|
 AJ6857| PID    Reference Object                     Distance      Geod. Az  |
 AJ6857|                                                           dddmmss.s |
 AJ6857| KD1264 KANSAS CITY ST LOUIS AWY BCN 3      APPROX.24.5 KM 0215653.8 |
 AJ6857| KD1263 ODESSA PANHANDLE E PIPE MAST        APPROX.14.7 KM 0372927.2 |
 AJ6857| JE1844 CHAPEL HILL NW ELEC POWER MAST      APPROX. 3.2 KM 0471021.8 |
 AJ6857| CN6620 CHAPEL HILL RM 3                    121.624 METERS 05320     |
 AJ6857| AJ6846 CHAPEL HILL RM 5                    143.378 METERS 05325     |
 AJ6857| JD2747 WARRENSBURG MUNICIPAL TANK          APPROX.32.0 KM 1202655.2 |
 AJ6857| AJ6847 CHAPEL HILL RM 4                    141.679 METERS 13112     |
 AJ6857| AJ6870 CHAPEL HILL SINCLAIR PIPE MAST                     13805     |
 AJ6857| CN6619 CHAPEL HILL AZ MK                                  3173444.2 |
 AJ6857| KE1321 KANSAS CITY CHICAGO AWY BCN 2       APPROX.48.1 KM 3484352.0 |
 AJ6857|---------------------------------------------------------------------|
 AJ6857
 AJ6857                          SUPERSEDED SURVEY CONTROL
 AJ6857
 AJ6857  NAD 83(1997)-  38 54 47.37431(N)    094 03 29.40633(W) AD(       ) 1
 AJ6857  NAD 83(1986)-  38 54 47.38109(N)    094 03 29.40310(W) AD(       ) 1
 AJ6857  NGVD 29 (11/23/01)  329.7    (m)         1082.     (f) VERT ANG       
 AJ6857
 AJ6857.Superseded values are not recommended for survey control.
 AJ6857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6857.See file dsdata.txt to determine how the superseded data were derived.
 AJ6857
 AJ6857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD0825807672(NAD 83)
 AJ6857_MARKER: DS = TRIANGULATION STATION DISK
 AJ6857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6857_STAMPING: CHAPEL HILL 1883 1985
 AJ6857_MARK LOGO: CGS   
 AJ6857_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6857+STABILITY: SURFACE MOTION
 AJ6857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6857+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AJ6857
 AJ6857  HISTORY     - Date     Condition        Report By
 AJ6857  HISTORY     - 1985     MONUMENTED       NGS
 AJ6857  HISTORY     - 20051026 GOOD             MODNR
 AJ6857
 AJ6857                          STATION DESCRIPTION
 AJ6857
 AJ6857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 AJ6857'THE RECESSED STATION MARK WAS RECOVERED 0.5 FT (15.2 CM) BELOW THE
 AJ6857'GROUND SURFACE AND APPEARED TO BE TILTED.  THE ORIGINAL 1883
 AJ6857'UNDERGROUND MARK, A CLAY BOTTLE FILLED WITH ASHES, WAS RECOVERED 2.0
 AJ6857'FT (0.6 M) BELOW THE GROUND SURFACE.  REFERENCE MARKS 4, 5 AND THE
 AJ6857'AZIMUTH MARK WERE ALL RECOVERED IN GOOD CONDITION, HOWEVER, THE
 AJ6857'AZIMUTH MARK IS NOW OBSTRUCTED BY TREES.  THERE IS NO SUITABLE
 AJ6857'LOCATION FOR A NEW AZIMUTH MARK DUE TO TREES AND FARM BUILDINGS.  THE
 AJ6857'PROPERTY OWNER REQUESTED THE STATION MARK BE LOWERED TO 18 INCHES OR
 AJ6857'46 CM BELOW THE SURFACE BECAUSE OF CULTIVATING THE SOIL, THEREFORE,
 AJ6857'THE RECESSED MARK WAS REMOVED AND THE CENTER OF THE 1883 BOTTLE WAS
 AJ6857'HELD.  THE MARK WAS THEN REMOVED AND A NEW UNDERGROUND MARK SET 4 FT
 AJ6857'(1.2 M) BELOW THE SURFACE AND A NEW RECESSED MARK SET.  BOTH NEW MARKS
 AJ6857'ARE DIRECTLY OVER THE POSITION OF THE ORIGINAL UNDERGROUND MARK.  THE
 AJ6857'DISTANCE TO REFERENCE MARK 4 WAS 0.083 M (0.272 FT) LONGER THAN THE
 AJ6857'1963 MEASUREMENT AND 0.026 M (0.085 FT) SHORTER THAN THE 1949
 AJ6857'MEASUREMENT.  THE DISTANCE TO REFERENCE MARK 5 WAS 0.042 M (0.138 FT)
 AJ6857'SHORTER THAN THE 1963 MEASUREMENT.  THE ANGLE BETWEEN THE MARKS WAS 1
 AJ6857'MINUTE, 19 SECONDS LARGER THAN THE 1963 ANGLE.  NEW DESCRIPTIVE TEXT
 AJ6857'FOLLOWS.
 AJ6857'
 AJ6857'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) S FROM BATES
 AJ6857'CITY, 8 KM (4.95 MI) NW FROM PITTSVILLE, 4.8 KM (3.00 MI) N OF US HWY
 AJ6857'50, 0.4 KM (0.25 MI) S OF THE JOHNSON/LAFAYETTE COUNTY LINE, 0.16 KM
 AJ6857'(0.10 MI) W FROM STATE ROAD Z AND IN A CULTIVATED FIELD ON PROPERTY
 AJ6857'OWNED BY ALVIA L RICE, POST OFFICE BOX 37, OAK GROVE, MO 64075 OR
 AJ6857'ROUTE 1, BOX 168, BATES CITY, MISSOURI 64011.  TO REACH THE STATION
 AJ6857'FROM THE JUNCTION OF US HWY 50 AND STATE HIGHWAY 131, AT PITTSVILLE,
 AJ6857'GO W ON HWY 50 FOR 6.60 KM (4.10 MI) TO STATE ROAD W ON THE LEFT AND
 AJ6857'STATE ROAD Z ON THE RIGHT.  TURN RIGHT AND GO N ON ROAD Z FOR 4.99 KM
 AJ6857'(3.10 MI) TO REFERENCE MARK 4 ON THE RIGHT.  CONTINUE N ON ROAD Z FOR
 AJ6857'0.16 KM (0.10 MI) TO REFERENCE MARK 5 ON THE RIGHT, AT THE S END OF A
 AJ6857'CURVE.  CONTINUE N ON ROAD Z FOR 0.32 KM (0.20 MI) TO A GRAVELED ROAD
 AJ6857'ON THE LEFT, AT THE JOHNSON-LAFAYETTE COUNTY LINE, TURN LEFT AND GO W
 AJ6857'ON THE GRAVELED ROAD FOR 0.16 KM (0.10 MI) TO A DRIVEWAY ON THE LEFT.
 AJ6857'TURN LEFT AND GO S ON THE DRIVEWAY, PASSING W OF A HOUSE, FOR 0.16 KM
 AJ6857'(0.10 MI) TO THE NW CORNER OF A CULTIVATED FIELD.  CONTINUE S SE FOR
 AJ6857'0.16 KM (0.10 MI) TO THE STATION, WHICH IS RECESSED 0.45 M (1.48 FT)
 AJ6857'BELOW THE SURFACE.
 AJ6857'
 AJ6857'THE STATION IS A STANDARD NGS DISK STAMPED--CHAPEL HILL 1883 1985--,
 AJ6857'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14.0
 AJ6857'INCHES OR 35.6 CM IN DIAMETER RECESSED 18 INCHES OR 46 CM BELOW THE
 AJ6857'GROUND LOCATED 390 FT (118.9 M) S FROM THE N EDGE OF A CULTIVATED
 AJ6857'FIELD, 340 FT (103.6 M) W FROM THE CENTERLINE OF ROAD Z, AND 2.0 FT
 AJ6857'(0.6 M) N FROM A WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS
 AJ6857'DISK STAMPED CHAPEL HILL 1883 1985, IMBEDDED IN THE GROUND 4.00 FT
 AJ6857'(1.22 M) BELOW THE SURFACE.
 AJ6857'
 AJ6857'REFERENCE MARK NO 4 IS A STANDARD CGS DISK
 AJ6857'STAMPED CHAPEL HILL NO 4 1949, SET INTO THE TOP OF A SQUARE CONCRETE
 AJ6857'MONUMENT 12.0 INCHES OR 30.0 CM PROJECTING 4 INCHES OR 10 CM ABOVE THE
 AJ6857'GROUND LOCATED 127.0 FT (38.7 M) N FROM THE CENTERLINE OF A DRIVEWAY
 AJ6857'COMMON TO TWO HOUSES, 33.0 FT (10.1 M) E FROM THE CENTERLINE OF ROAD
 AJ6857'Z, 29.0 FT (8.8 M) N FROM THE CENTER OF AN OLD IRON GATE, 1.0 FT (0.3
 AJ6857'M) S FROM A POWER POLE, AND 8.37 FT (2.55 M) LOWER THAN THE STATION.
 AJ6857'
 AJ6857'REFERENCE MARK NO 5 IS A STANDARD CGS DISK STAMPED CHAPEL HILL 1949 NO
 AJ6857'5, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 AJ6857'DIAMETER PROJECTING 6 INCHES OR 15 CM ABOVE THE GROUND LOCATED 54.0 FT
 AJ6857'(16.5 M) FROM A POWER POLE, 47.0 FT (14.3 M) N FROM THE CENTERLINE OF
 AJ6857'A DRIVEWAY, 40.0 FT (12.2 M) E FROM THE CENTERLINE OF ROAD Z, 1.0 FT
 AJ6857'(0.3 M) E FROM A WITNESS POST, AND 6.17 FT (1.88 M) LOWER THAN THE
 AJ6857'STATION.
 AJ6857'
 AJ6857'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED CHAPEL HILL
 AJ6857'1949, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 AJ6857'CM IN DIAMETER PROJECTING 4 INCHES OR 10 CM ABOVE THE GROUND LOCATED
 AJ6857'24.0 FT (7.3 M) N FROM THE CENTERLINE OF THE GRAVELED ROAD, 1.5 FT
 AJ6857'(0.5 M) NW FROM A WITNESS POST, AND 1.0 FT (0.3 M) S FROM A FENCE.  TO
 AJ6857'REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE GRAVELED ROAD,
 AJ6857'TURN LEFT, AND GO W FOR 0.16 KM (0.10 MI) TO THE MARK ON THE RIGHT.
 AJ6857
 AJ6857                          STATION RECOVERY (2005)
 AJ6857
 AJ6857'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 AJ6857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0913 ***********************************************************************
 GE0913  DESIGNATION -  CHAPIN
 GE0913  PID         -  GE0913
 GE0913  STATE/COUNTY-  MO/HOWELL
 GE0913  USGS QUAD   -  WEST PLAINS (1983)
 GE0913
 GE0913                         *CURRENT SURVEY CONTROL
 GE0913  ___________________________________________________________________
 GE0913* NAD 83(1997)-  36 40 52.76522(N)    091 48 30.54342(W)     ADJUSTED  
 GE0913* NAVD 88     -       313.897  (meters)    1029.84   (feet)  ADJUSTED  
 GE0913  ___________________________________________________________________
 GE0913  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 GE0913  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GE0913  DYNAMIC HT  -         313.632 (meters)    1028.97  (feet)  COMP
 GE0913  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GE0913
 GE0913  HORZ ORDER  -  THIRD
 GE0913  VERT ORDER  -  FIRST     CLASS II
 GE0913
 GE0913.The horizontal coordinates were established by classical geodetic methods
 GE0913.and adjusted by the National Geodetic Survey in February 2000..
 GE0913
 GE0913.The orthometric height was determined by differential leveling
 GE0913.and adjusted by the National Geodetic Survey in June 1991..
 GE0913
 GE0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0913
 GE0913.The geoid height was determined by GEOID03.
 GE0913
 GE0913.The dynamic height is computed by dividing the NAVD 88
 GE0913.geopotential number by the normal gravity value computed on the
 GE0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0913.degrees latitude (g = 980.6199 gals.).
 GE0913
 GE0913.The modeled gravity was interpolated from observed gravity values.
 GE0913
 GE0913;                    North         East     Units Scale Factor Converg.
 GE0913;SPC MO C     -    94,312.749   561,805.205   MT  0.99998038   +0 24 47.2
 GE0913;UTM  15      - 4,060,182.831   606,459.391   MT  0.99973963   +0 42 42.6
 GE0913
 GE0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0913!SPC MO C     -   0.99995527  x   0.99998038  =   0.99993565
 GE0913!UTM  15      -   0.99995527  x   0.99973963  =   0.99969491
 GE0913
 GE0913:                Primary Azimuth Mark                     Grid Az
 GE0913:SPC MO C     -  CHAPIN AZ MK                             079 43 52.8
 GE0913:UTM  15      -  CHAPIN AZ MK                             079 25 57.4
 GE0913
 GE0913|---------------------------------------------------------------------|
 GE0913| PID    Reference Object                     Distance      Geod. Az  |
 GE0913|                                                           dddmmss.s |
 GE0913| CI1416 CHAPIN AZ MK                                       0800840.0 |
 GE0913| GE1170 CHAPIN RM 1                          19.133 METERS 11808     |
 GE0913| GE1171 CHAPIN RM 2                          19.364 METERS 21020     |
 GE0913| GE0925 HOWELL OREGON REA RADIO MAST        APPROX.15.1 KM 3281223.1 |
 GE0913|---------------------------------------------------------------------|
 GE0913
 GE0913                          SUPERSEDED SURVEY CONTROL
 GE0913
 GE0913  NAD 83(1997)-  36 40 52.76780(N)    091 48 30.54420(W) AD(       ) 3
 GE0913  NAD 83(1986)-  36 40 52.77506(N)    091 48 30.54199(W) AD(       ) 3
 GE0913  NAD 27      -  36 40 52.55400(N)    091 48 30.00800(W) AD(       ) 3
 GE0913  NGVD 29 (10/05/93)  313.748  (m)         1029.35   (f) ADJUSTED    1 2
 GE0913
 GE0913.Superseded values are not recommended for survey control.
 GE0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0913.See file dsdata.txt to determine how the superseded data were derived.
 GE0913
 GE0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0645960183(NAD 83)
 GE0913_MARKER: DS = TRIANGULATION STATION DISK
 GE0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0913_SP_SET: CONCRETE POST
 GE0913_STAMPING: CHAPIN 1953
 GE0913_MARK LOGO: CGS   
 GE0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0913+STABILITY: SURFACE MOTION
 GE0913
 GE0913  HISTORY     - Date     Condition        Report By
 GE0913  HISTORY     - 1953     MONUMENTED       CGS
 GE0913  HISTORY     - 1953     GOOD             CGS
 GE0913  HISTORY     - 19900905 GOOD             NGS
 GE0913
 GE0913                          STATION DESCRIPTION
 GE0913
 GE0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0913'THE STATION IS ON THE PROPERTY OF MR. LEONARD TRENT, IN SECTION
 GE0913'11, T 23 N, R 8 W, ABOUT 3 MILES SOUTH AND 2-1/2 MILES EAST OF
 GE0913'WEST PLAINS, 36 FEET WEST OF A TRIANGLE-BLAZED 14 INCH OAK TREE
 GE0913'AND 4 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.
 GE0913'
 GE0913'TO REACH THE STATION FROM THE COURTHOUSE IN WEST PLAINS, GO
 GE0913'SOUTH ON U.S. HIGHWAY 63 FOR 2.6 MILES TO A CROSS ROAD JUST
 GE0913'BEFORE CROSSING A CONCRETE BRIDGE, TURN RIGHT AND GO WESTERLY
 GE0913'FOR 2.3 MILES ON OLD HIGHWAY 63 TO A SIDE ROAD ON THE RIGHT,
 GE0913'(THE AZIMUTH MARK MAY BE REACHED FROM THIS POINT BY CONTINUING
 GE0913'SOUTH ON THE HIGHWAY FOR 0.6 MILE TO A GRAVELED ROAD LEFT, TURN
 GE0913'LEFT AND GO EAST FOR 0.5 MILE TO A T-INTERSECTION, TURN RIGHT
 GE0913'AND GO 0.15 MILE TO U.S. HIGHWAY 63, TURN RIGHT ON THE HIGHWAY
 GE0913'AND GO SOUTH FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 GE0913'DESCRIBED) TURN RIGHT 0.15 MILE TO THE STATION.
 GE0913'
 GE0913'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0913'CHAPIN 1953.
 GE0913'
 GE0913'REFERENCE MARK 1 IS 43 FEET EAST OF THE TRIANGLE-BLAZED TREE.
 GE0913'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHAPIN NO
 GE0913'1 1953.
 GE0913'
 GE0913'REFERENCE MARK 2 IS 8 FEET NORTH OF A WIRE FENCE.  THE MARK
 GE0913'PROJECTS 4 INCHES AND THE DISK IS STAMPED CHAPIN NO 2 1953.
 GE0913'
 GE0913'THE AZIMUTH MARK IS 61 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 GE0913'63, 2 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT
 GE0913'WEST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 GE0913'IS STAMPED CHAPIN 1953.
 GE0913'
 GE0913'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GE0913
 GE0913                          STATION RECOVERY (1953)
 GE0913
 GE0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GE0913'RECOVERED IN GOOD CONDITION.
 GE0913
 GE0913                          STATION RECOVERY (1990)
 GE0913
 GE0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0913'4.4 KM (2.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 63 FROM THE SOUTH
 GE0913'JUNCTION OF U.S. HIGHWAY 63 BUSINESS IN WEST PLAINS, THENCE 0.9 KM
 GE0913'(0.6 MI) SOUTHERLY ALONG STATE HIGHWAY PP, THENCE 0.8 KM (0.5 MI)
 GE0913'WESTERLY ALONG COUNTY ROAD 868 SOUTHEAST, THENCE 0.2 KM (0.1 MI)
 GE0913'SOUTHWESTERLY ACROSS A PASTURE TO THE TOP OF A HILL AND TREE LINE,
 GE0913'19.5 M (64.0 FT) NORTHEAST OF REFERENCE MARK 2, 19.0 M (62.3 FT)
 GE0913'NORTHWEST OF REFERENCE MARK 1, 15.5 M (50.9 FT) NORTH OF THE TREE
 GE0913'LINE, 0.8 M (2.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 GE0913'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 GE0913'IS ON PROPERTY OWNED BY ROBERT STAUFFER, RURAL ROUTE 1, BOX 198, WEST
 GE0913'PLAINS, MO.  65775, TELEPHONE NUMBER (417) 256-6686.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1250 ***********************************************************************
 LF1250  DESIGNATION -  CHAPMAN RESET
 LF1250  PID         -  LF1250
 LF1250  STATE/COUNTY-  MO/DAVIESS
 LF1250  USGS QUAD   -  MITCHELLVILLE (1984)
 LF1250
 LF1250                         *CURRENT SURVEY CONTROL
 LF1250  ___________________________________________________________________
 LF1250* NAD 83(1997)-  40 07 36.42820(N)    094 01 26.99208(W)     ADJUSTED  
 LF1250* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 LF1250  ___________________________________________________________________
 LF1250  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 LF1250  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LF1250
 LF1250  HORZ ORDER  -  FIRST
 LF1250
 LF1250.The horizontal coordinates were established by classical geodetic methods
 LF1250.and adjusted by the National Geodetic Survey in February 2000..
 LF1250
 LF1250.The orthometric height was scaled from a topographic map.
 LF1250
 LF1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1250
 LF1250.The geoid height was determined by GEOID03.
 LF1250
 LF1250;                    North         East     Units Scale Factor Converg.
 LF1250;SPC MO W     -   439,653.363   890,555.876   MT  0.99996142   +0 18 24.0
 LF1250;UTM  15      - 4,442,331.996   412,738.731   MT  0.99969374   -0 39 36.3
 LF1250
 LF1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1250!SPC MO W     -   0.99996143  x   0.99996142  =   0.99992285
 LF1250!UTM  15      -   0.99996143  x   0.99969374  =   0.99965518
 LF1250
 LF1250|---------------------------------------------------------------------|
 LF1250| PID    Reference Object                     Distance      Geod. Az  |
 LF1250|                                                           dddmmss.s |
 LF1250| CL6216 CHAPMAN RM 1                         16.053 METERS 01311     |
 LF1250| CL6218 CHAPMAN RM 3 AZIMUTH                               1223829.1 |
 LF1250| CL6215 CHAPMAN AZ MK                                      1234252.9 |
 LF1250| CL6217 CHAPMAN RM 2                         23.174 METERS 28115     |
 LF1250|---------------------------------------------------------------------|
 LF1250
 LF1250                          SUPERSEDED SURVEY CONTROL
 LF1250
 LF1250  NAD 83(1997)-  40 07 36.42849(N)    094 01 26.99354(W) AD(       ) 1
 LF1250  NAD 83(1997)-  40 07 36.42975(N)    094 01 26.99500(W) AD(       ) 1
 LF1250  NAD 83(1986)-  40 07 36.42951(N)    094 01 26.99250(W) AD(       ) 1
 LF1250  NAD 27      -  40 07 36.42020(N)    094 01 26.16400(W) AD(       ) 1
 LF1250
 LF1250.Superseded values are not recommended for survey control.
 LF1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1250.See file dsdata.txt to determine how the superseded data were derived.
 LF1250
 LF1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE1273942332(NAD 83)
 LF1250_MARKER: DS = TRIANGULATION STATION DISK
 LF1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1250_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LF1250
 LF1250  HISTORY     - Date     Condition        Report By
 LF1250  HISTORY     - 1973     MONUMENTED       NGS
 LF1250  HISTORY     - 19990630 GOOD             MOHC
 LF1250
 LF1250                          STATION DESCRIPTION
 LF1250
 LF1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 LF1250'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LF1250'RECOVERED AND FOUND IN GOOD CONDITION.  BY REQUEST OF THE PROPERTY
 LF1250'OWNER, MR. JOHN D. BROWN, COFFEY, MISSOURI, THE SURFACE STATION
 LF1250'MARK WAS LOWERED 20 INCHES BELOW THE GROUND SURFACE AND THE
 LF1250'AZIMUTH MARK WAS MOVED OUT OF HIS WAY.  REFERENCE MARK 3 WAS
 LF1250'ESTABLISHED THIS DATE.  THE DIRECTION TO REFERENCE MARK 1 MISSED THE
 LF1250'PREVIOUS DIRECTION 1 MINUTE 18.3 SECONDS AND THE DISTANCE
 LF1250'MISSED THE PREVIOUS DISTANCE .029 METER.  THE DIRECTION TO
 LF1250'REFERENCE MARK 2 MISSED THE PREVIOUS DIRECTION 6 MINUTES AND
 LF1250'32.8 SECONDS AND THE DISTANCE MISSED THE PREVIOUS DISTANCE .018
 LF1250'METER.  THE DESCRIPTION OF THE ROUTE TO REACH THE STATION IS
 LF1250'ADEQUATE.  FOLLOWING ARE ADDITIONAL NOTES FOR THE MARKS AND A
 LF1250'DESCRIPTION FOR REFERENCE MARK 3.
 LF1250'
 LF1250'THE STATION MARK IS A STANDARD DISK STAMPED CHAPMAN 1948 1973, SET
 LF1250'IN A 20 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 20 INCHES BELOW
 LF1250'THE GROUND SURFACE.  THE UNDERGROUND STATION MARK IS SET IN AN
 LF1250'IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 LF1250'
 LF1250'A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE MARK 1.
 LF1250'
 LF1250'A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE MARK 2.
 LF1250'
 LF1250'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHAPMAN 1948 NO 3 1973,
 LF1250'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD THAT HAS A 10
 LF1250'INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE
 LF1250'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET SOUTH OF THE
 LF1250'CENTER OF THE COUNTY ROAD, 19 FEET WEST-SOUTHWEST OF A POWER POLE
 LF1250'WITH TRANSFORMER, 18 FEET EAST OF THE CENTER OF THE FARM YARD
 LF1250'DRIVEWAY, 1 FOOT WEST OF A BOARD FENCE AT STOCK LOADING SHUTE
 LF1250'AND 6 INCHES WEST OF A METAL WITNESS POST.  REFERENCE MARK 3 WAS
 LF1250'SET ABOUT 100 FEET EAST OF THE AZIMUTH MARK.
 LF1250'
 LF1250'THE DISK WAS RECLAIMED FROM THE AZIMUTH MARK MONUMENT AFTER
 LF1250'OBSERVATIONS THIS DATE.
 LF1250'
 LF1250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 LF1250'NORTH AND 3/4 MILE WEST OF COFFEY.
 LF1250
 LF1250                          STATION RECOVERY (1999)
 LF1250
 LF1250'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 LF1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1130 ***********************************************************************
 KD1130  DESIGNATION -  CHARITON NORTH BASE
 KD1130  PID         -  KD1130
 KD1130  STATE/COUNTY-  MO/CHARITON
 KD1130  USGS QUAD   -  BYNUMVILLE (1978)
 KD1130
 KD1130                         *CURRENT SURVEY CONTROL
 KD1130  ___________________________________________________________________
 KD1130* NAD 83(1997)-  39 31 07.95086(N)    092 47 33.49085(W)     ADJUSTED  
 KD1130* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 KD1130  ___________________________________________________________________
 KD1130  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 KD1130  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KD1130
 KD1130  HORZ ORDER  -  FIRST
 KD1130
 KD1130.The horizontal coordinates were established by classical geodetic methods
 KD1130.and adjusted by the National Geodetic Survey in February 2000..
 KD1130
 KD1130.The orthometric height was scaled from a topographic map.
 KD1130
 KD1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1130
 KD1130.The geoid height was determined by GEOID03.
 KD1130
 KD1130;                    North         East     Units Scale Factor Converg.
 KD1130;SPC MO C     -   409,073.599   474,837.813   MT  0.99994113   -0 11 10.4
 KD1130;UTM  15      - 4,374,379.822   517,824.106   MT  0.99960391   +0 07 55.0
 KD1130
 KD1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1130!SPC MO C     -   0.99997321  x   0.99994113  =   0.99991434
 KD1130!UTM  15      -   0.99997321  x   0.99960391  =   0.99957713
 KD1130
 KD1130|---------------------------------------------------------------------|
 KD1130| PID    Reference Object                     Distance      Geod. Az  |
 KD1130|                                                           dddmmss.s |
 KD1130| CL9057 CHARITON NORTH BASE RM 1             31.632 METERS 08213     |
 KD1130| KD1120 PRAIRIE                             APPROX. 7.6 KM 0904414.9 |
 KD1130| CL9058 CHARITON NORTH BASE RM 2             29.771 METERS 17340     |
 KD1130| KD0287 Z 194                                              1825407.1 |
 KD1130|---------------------------------------------------------------------|
 KD1130
 KD1130                          SUPERSEDED SURVEY CONTROL
 KD1130
 KD1130  NAD 83(1997)-  39 31 07.95464(N)    092 47 33.49672(W) AD(       ) 1
 KD1130  NAD 83(1986)-  39 31 07.95465(N)    092 47 33.49666(W) AD(       ) 1
 KD1130  NAD 27      -  39 31 07.85620(N)    092 47 32.81230(W) AD(       ) 1
 KD1130
 KD1130.Superseded values are not recommended for survey control.
 KD1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1130.See file dsdata.txt to determine how the superseded data were derived.
 KD1130
 KD1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD1782474380(NAD 83)
 KD1130_MARKER: DS = TRIANGULATION STATION DISK
 KD1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1130_STAMPING: CHARITION NORTH BASE 1948
 KD1130_MARK LOGO: CGS   
 KD1130_PROJECTION: FLUSH
 KD1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1130+STABILITY: SURFACE MOTION
 KD1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1130+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1991
 KD1130
 KD1130  HISTORY     - Date     Condition        Report By
 KD1130  HISTORY     - 1948     MONUMENTED       CGS
 KD1130  HISTORY     - 1966     GOOD             CGS
 KD1130  HISTORY     - 19910410 GOOD             MODNR
 KD1130
 KD1130                          STATION DESCRIPTION
 KD1130
 KD1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1130'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF SALISBURY, ABOUT
 KD1130'3 MILES WEST OF PRAIRIE HILL, ON STATE HIGHWAY PROPERTY.  IT IS
 KD1130'NEAR THE NORTHWEST CORNER OF A TRIANGLE FORMED BY THE JUNCTION
 KD1130'OF 2 ROADS.  IT IS 54 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 KD1130'DIRT ROAD, AND 26 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 KD1130'DIRT ROAD.  THE DISK IS STAMPED CHARITON NORTH BASE 1948 AND IS
 KD1130'SET FLUSH WITH THE GROUND.
 KD1130'
 KD1130'REFERENCE MARK NO. 1 IS 103.78 FEET EAST OF THE STATION, AND 23
 KD1130'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  THE DISK IS
 KD1130'STAMPED CHARITON NORTH BASE NO 1 1948 AND IS SET FLUSH WITH THE
 KD1130'GROUND.
 KD1130'
 KD1130'REFERENCE MARK NO. 2 IS 97.67 FEET SOUTH OF THE STATION, AND 68
 KD1130'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  THE DISK IS
 KD1130'STAMPED CHARITON NORTH BASE NO 2 1948 AND IS SET FLUSH WITH THE
 KD1130'GROUND.
 KD1130'
 KD1130'BM Z 194 1945 (USC AND GS) WAS USED AS THE AZIMUTH MARK.  IT IS
 KD1130'0.5 MILE SOUTH OF THE STATION, 29 FEET WEST OF THE CENTERLINE OF
 KD1130'STATE HIGHWAY 129, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE, AND
 KD1130'1 FOOT SOUTH OF A WITNESS POST.  THE DISK IS STAMPED Z 194 1945
 KD1130'AND PROJECTS 4 INCHES.
 KD1130'
 KD1130'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KD1130'STATE HIGHWAY 129, AT THE NORTH EDGE OF SALISBURY, GO NORTH ON
 KD1130'STATE HIGHWAY 129 FOR 2.0 MILES TO STATION CHARITON SOUTH BASE
 KD1130'ON THE LEFT.  CONTINUE NORTH FOR 4.3 MILES TO THE STATION AS
 KD1130'DESCRIBED.
 KD1130'
 KD1130'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 KD1130'129 FOR 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 KD1130'
 KD1130'AN 87 FOOT SIGNAL AT PRAIRIE IS VISIBLE AT 15 FEET.
 KD1130'
 KD1130'A 100 FOOT SIGNAL AT CHARITON SOUTH BASE IS V.G.
 KD1130'
 KD1130'A 74 FOOT SIGNAL AT MUSSEL IS VISIBLE AT 15 FEET.
 KD1130'
 KD1130'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1130
 KD1130                          STATION RECOVERY (1966)
 KD1130
 KD1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1130'THE STATION MARK AND BENCH MARK Z 194 1945 (AZIMUTH MARK) WERE
 KD1130'RECOVERED AND FOUND IN GOOD CONDITION.  THE LINE OF SIGHT WAS
 KD1130'OBSTRUCTED TO THE AZIMUTH MARK DUE TO A CORN FIELD NEAR BY.
 KD1130'
 KD1130'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND
 KD1130'DESTROYED.
 KD1130'
 KD1130'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 KD1130'
 KD1130'FOLLOWING IS A NEW DESCRIPTION.
 KD1130'
 KD1130'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KD1130'STATE HIGHWAY 129, AT THE NORTH EDGE OF SALISBURY, GO NORTH ON
 KD1130'STATE HIGHWAY 129 FOR 6.2 MILES TO A GRAVELED ROAD NORTH AND
 KD1130'WHERE THE HIGHWAY CURVES EAST.  CONTINUE STRAIGHT AHEAD ON THE
 KD1130'GRAVELED ROAD, NORTH, FOR 0.1 MILE TO A T-INTERSECTION AND A
 KD1130'TRIANGLE FORMED BY THE ROADS AND THE STATION ON THE RIGHT.
 KD1130'
 KD1130'STATION MARK, A STANDARD DISK STAMPED CHARITON NORTH BASE 1948,
 KD1130'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KD1130'THE SURFACE OF THE GROUND.  IT IS 48 FEET EAST OF THE CENTER OF
 KD1130'A NORTH-SOUTH GRAVELED ROAD, 28 FEET SOUTH OF THE CENTER OF AN
 KD1130'EAST-WEST ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST, AND
 KD1130'NEAR THE NORTHWEST ANGLE OF THE TRIANGLE.  THE UNDERGROUND MARK
 KD1130'WAS NOT INSPECTED.
 KD1130'
 KD1130'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CHARITON NORTH BASE
 KD1130'1948 NO. 3 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KD1130'PROJECTS 1 INCH.  IT IS 29 FEET SOUTH OF THE CENTER OF THE
 KD1130'EAST-WEST GRAVELED ROAD, AND 100 FEET EAST OF THE CENTER OF THE
 KD1130'NORTH-SOUTH GRAVELED ROAD.
 KD1130'
 KD1130'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CHARITON NORTH
 KD1130'BASE 1948 NO. 4 1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 KD1130'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 125 FEET
 KD1130'SOUTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD, AND 68 FEET
 KD1130'EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD.
 KD1130'
 KD1130'BENCH MARK Z 194 (AZIMUTH MARK), A STANDARD U.S. COAST AND
 KD1130'GEODETIC SURVEY BENCH MARK DISK STAMPED Z 194 1945, IS SET IN THE
 KD1130'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 29
 KD1130'FEET WEST OF THE CENTER OF STATE HIGHWAY 129, 9 FEET SOUTH OF A
 KD1130'TELEPHONE POLE, 1 FOOT EAST OF A FENCE, AND 1 FOOT NORTH OF A
 KD1130'METAL WITNESS POST.
 KD1130'
 KD1130'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.5
 KD1130'MILE TO THE MARK ON THE RIGHT.
 KD1130'
 KD1130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6-1/2 MILES
 KD1130'NORTH OF SALISBURY
 KD1130
 KD1130                          STATION RECOVERY (1991)
 KD1130
 KD1130'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 KD1130'THE MARK WAS RECOVERED AS DESCRIBED.  IT IS NOW ABOUT 6 INCHES BELOW
 KD1130'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1101 ***********************************************************************
 KD1101  DESIGNATION -  CHARITON SOUTH BASE
 KD1101  PID         -  KD1101
 KD1101  STATE/COUNTY-  MO/CHARITON
 KD1101  USGS QUAD   -  SALISBURY (1979)
 KD1101
 KD1101                         *CURRENT SURVEY CONTROL
 KD1101  ___________________________________________________________________
 KD1101* NAD 83(1997)-  39 27 30.60097(N)    092 47 43.47460(W)     ADJUSTED  
 KD1101* NAVD 88     -       231.2    (meters)     759.     (feet)  VERTCON   
 KD1101  ___________________________________________________________________
 KD1101  X           -    -240,497.720 (meters)                     COMP
 KD1101  Y           -  -4,925,420.978 (meters)                     COMP
 KD1101  Z           -   4,031,873.672 (meters)                     COMP
 KD1101  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 KD1101  ELLIP HEIGHT-         199.00  (meters)          (02/17/00) GPS OBS
 KD1101  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KD1101
 KD1101  HORZ ORDER  -  FIRST
 KD1101  ELLP ORDER  -  FOURTH    CLASS I
 KD1101
 KD1101.The horizontal coordinates were established by classical geodetic methods
 KD1101.and adjusted by the National Geodetic Survey in February 2000..
 KD1101
 KD1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1101
 KD1101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1101
 KD1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1101
 KD1101.The ellipsoidal height was determined by GPS observations
 KD1101.and is referenced to NAD 83.
 KD1101
 KD1101.The geoid height was determined by GEOID03.
 KD1101
 KD1101;                    North         East     Units Scale Factor Converg.
 KD1101;SPC MO C     -   402,371.687   474,577.379   MT  0.99994129   -0 11 15.9
 KD1101;UTM  15      - 4,367,678.829   517,600.943   MT  0.99960381   +0 07 48.1
 KD1101
 KD1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1101!SPC MO C     -   0.99996878  x   0.99994129  =   0.99991007
 KD1101!UTM  15      -   0.99996878  x   0.99960381  =   0.99957260
 KD1101
 KD1101|---------------------------------------------------------------------|
 KD1101| PID    Reference Object                     Distance      Geod. Az  |
 KD1101|                                                           dddmmss.s |
 KD1101| CL9060 CHARITON SOUTH BASE RM 1             19.752 METERS 09233     |
 KD1101| CL9059 CHARITON SOUTH BASE AZ MK                          1800632.4 |
 KD1101| CL9061 CHARITON SOUTH BASE RM 2             32.278 METERS 18356     |
 KD1101| KD1100 SALISBURY ST JOSEPH CATH CH         APPROX. 3.8 KM 1932401.9 |
 KD1101| KD1108 KEYTESVILLE MUNICIPAL TANK          APPROX.12.5 KM 2583128.7 |
 KD1101|---------------------------------------------------------------------|
 KD1101
 KD1101                          SUPERSEDED SURVEY CONTROL
 KD1101
 KD1101  NAD 83(1986)-  39 27 30.60461(N)    092 47 43.47995(W) AD(       ) 1
 KD1101  NAD 27      -  39 27 30.50280(N)    092 47 42.80240(W) AD(       ) 1
 KD1101  NGVD 29 (10/04/91)  231.2    (m)          759.     (f) GPS OBS        
 KD1101
 KD1101.Superseded values are not recommended for survey control.
 KD1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1101.See file dsdata.txt to determine how the superseded data were derived.
 KD1101
 KD1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD1760167679(NAD 83)
 KD1101_MARKER: DS = TRIANGULATION STATION DISK
 KD1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1101_SP_SET: CONCRETE POST
 KD1101_STAMPING: CHARITON SOUTH BASE 1948
 KD1101_MARK LOGO: CGS   
 KD1101_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1101+STABILITY: SURFACE MOTION
 KD1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1101+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1991
 KD1101
 KD1101  HISTORY     - Date     Condition        Report By
 KD1101  HISTORY     - 1948     MONUMENTED       CGS
 KD1101  HISTORY     - 1948     GOOD             CGS
 KD1101  HISTORY     - 1966     GOOD             CGS
 KD1101  HISTORY     - 1990     GOOD             USPSQD
 KD1101  HISTORY     - 19910423 GOOD             NGS
 KD1101
 KD1101                          STATION DESCRIPTION
 KD1101
 KD1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1101'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH-NORTHEAST OF SALISBURY,
 KD1101'ALONG THE WEST SIDE OF STATE HIGHWAY 129.  IT IS 63 FEET
 KD1101'SOUTH-SOUTHEAST OF A T FENCE CORNER, 32 FEET WEST OF THE CENTERLINE
 KD1101'OF THE HIGHWAY AND 4 FEET EAST OF THE FENCE.  THE MARK IS FLUSH
 KD1101'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CHARITON
 KD1101'SOUTH BASE 1948.
 KD1101'
 KD1101'REFERENCE MARK NO. 1 IS 64.80 FEET EAST OF THE STATION, 33 FEET
 KD1101'EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTHWEST OF A
 KD1101'POWERLINE POLE WITH A TRIANGLE BLAZE AND 1 FOOT WEST OF THE FENCE.
 KD1101'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 KD1101'STAMPED CHARITON SOUTH BASE NO 1 1948.
 KD1101'
 KD1101'REFERENCE MARK NO. 2 IS 105.90 FEET SOUTH OF THE STATION, 37 FEET
 KD1101'WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF THE FENCE.
 KD1101'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 KD1101'STAMPED CHARITON SOUTH BASE NO 2 1948.
 KD1101'
 KD1101'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH-SOUTHEAST OF THE STATION, 29
 KD1101'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A
 KD1101'POWERLINE POLE AND 1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH
 KD1101'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CHARITON
 KD1101'SOUTH BASE 1948.
 KD1101'
 KD1101'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 129 WITH US HIGHWAY 24,
 KD1101'IN THE NORTHEAST EDGE OF SALISBURY, GO NORTH ON STATE HIGHWAY 129
 KD1101'1.65 MILES TO THE AZIMUTH MARK ABOUT 100 FEET NORTH OF CROSSROADS.
 KD1101'CONTINUE ON NORTH 0.35 MILE TO A POWERLINE POLE WITH TRIANGLE
 KD1101'BLAZE ON THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 KD1101'
 KD1101'AN 87 FOOT SIGNAL AT PRAIRIE AND ROANOKE IS VISIBLE AT 37 FEET.
 KD1101'
 KD1101'A 74 FOOT SIGNAL AT SALEM IS VISIBLE AT 37 FEET.
 KD1101'
 KD1101'A 100 FOOT SIGNAL AT CHARITON NORTH BASE IS VISIBLE FROM THE GROUND.
 KD1101'
 KD1101'A 74 FOOT SIGNAL AT MUSSEL AND CLIFTON IS VISIBLE AT 20 FEET.
 KD1101'
 KD1101'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD1101
 KD1101                          STATION RECOVERY (1948)
 KD1101
 KD1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 KD1101'RECOVERED IN GOOD CONDITION.
 KD1101
 KD1101                          STATION RECOVERY (1966)
 KD1101
 KD1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1101'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KD1101'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KD1101'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KD1101'
 KD1101'A METAL WITNESS POST WAS SET 4 FEET WEST OF THE STATION MARK.
 KD1101'
 KD1101'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KD1101
 KD1101                          STATION RECOVERY (1990)
 KD1101
 KD1101'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1101'RECOVERED IN GOOD CONDITION.
 KD1101
 KD1101                          STATION RECOVERY (1991)
 KD1101
 KD1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KD1101'STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTH OF SALISBURY, ON HIGHWAY
 KD1101'RIGHT-OF-WAY, ADJACENT TO A CULTIVATED FIELD AND AT A SLIGHT RISE IN
 KD1101'THE ROAD.  OWNERSHIP--STATE OF MISSOURI DEPARTMENT OF TRANSPORTATION.
 KD1101'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE ROUTE 129
 KD1101'SOUTH, ON THE NORTH SIDE OF SALISBURY. GO EAST ON HIGHWAYS 24 AND 129
 KD1101'FOR 0.17 KM (0.11 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTH, ON
 KD1101'ROUTE 129 NORTH FOR 2.60 KM (1.62 MI) TO ITS JUNCTION WITH COUNTY
 KD1101'ROAD HH ON THE RIGHT.  CONTINUE AHEAD ON ROUTE 129 FOR 0.59 KM
 KD1101'(0.37 MI) TO A SLIGHT RISE AND STATION ON THE LEFT.
 KD1101'STATION IS SET IN THE TOP OF A 30-CM BY 40-CM CONCRETE POST 5 CM BELOW
 KD1101'GROUND, LOCATED 9.2 M (30.2 FT) WEST OF AND LEVEL WITH THE HIGHWAY
 KD1101'CENTER, 1.2 M (3.9 FT) EAST OF A METAL WITNESS POST AT FIELD EDGE,
 KD1101'20.3 M (66.6 FT) WEST-NORTHWEST OF A UTILITY POLE ACROSS ROAD AT
 KD1101'STEEL HIGHWAY POST, 16.6 M (54.5 FT) SOUTH OF TELEPHONE PEDESTAL 1
 KD1101'16-5 LP 4, AND 22.1 M (72.5 FT) WEST-SOUTHWEST OF SOUTH GATE POST TO
 KD1101'FIELD ENTRANCE ACROSS HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1589 ***********************************************************************
 GD1589  DESIGNATION -  CHARLESTON
 GD1589  PID         -  GD1589
 GD1589  STATE/COUNTY-  MO/MISSISSIPPI
 GD1589  USGS QUAD   -  CHARLESTON (1993)
 GD1589
 GD1589                         *CURRENT SURVEY CONTROL
 GD1589  ___________________________________________________________________
 GD1589* NAD 83(1997)-  36 55 04.89939(N)    089 21 16.05336(W)     ADJUSTED  
 GD1589* NAVD 88     -        97.64   (+/-2cm)     320.3    (feet)  VERTCON   
 GD1589  ___________________________________________________________________
 GD1589  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 GD1589  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1589
 GD1589  HORZ ORDER  -  THIRD
 GD1589  VERT ORDER  -  THIRD ? (See Below)
 GD1589
 GD1589.The horizontal coordinates were established by classical geodetic methods
 GD1589.and adjusted by the National Geodetic Survey in February 2000..
 GD1589
 GD1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1589.The vertical order pertains to the NGVD 29 superseded value.
 GD1589
 GD1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1589
 GD1589.The geoid height was determined by GEOID03.
 GD1589
 GD1589;                    North         East     Units Scale Factor Converg.
 GD1589;SPC MO E     -   120,969.108   352,070.957   MT  1.00006164   +0 41 17.4
 GD1589;UTM  16      - 4,088,368.258   290,268.221   MT  1.00014192   -1 24 53.2
 GD1589
 GD1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1589!SPC MO E     -   0.99998911  x   1.00006164  =   1.00005075
 GD1589!UTM  16      -   0.99998911  x   1.00014192  =   1.00013103
 GD1589
 GD1589|---------------------------------------------------------------------|
 GD1589| PID    Reference Object                     Distance      Geod. Az  |
 GD1589|                                                           dddmmss.s |
 GD1589| GD1952 CHARLESTON RM 1                      28.874 METERS 02548     |
 GD1589| GD1597 ANNISTON                            APPROX.10.4 KM 1670813.7 |
 GD1589| GD1954 CHARLESTON AZ MK                                   1813016.0 |
 GD1589| GD1953 CHARLESTON RM 2                      30.803 METERS 28104     |
 GD1589|---------------------------------------------------------------------|
 GD1589
 GD1589                          SUPERSEDED SURVEY CONTROL
 GD1589
 GD1589  NAD 83(1997)-  36 55 04.89948(N)    089 21 16.05318(W) AD(       ) 3
 GD1589  NAD 83(1997)-  36 55 04.90167(N)    089 21 16.05287(W) AD(       ) 3
 GD1589  NAD 83(1997)-  36 55 04.91002(N)    089 21 16.05003(W) AD(       ) 3
 GD1589  NAD 83(1986)-  36 55 04.91221(N)    089 21 16.05802(W) AD(       ) 3
 GD1589  NAD 27      -  36 55 04.72710(N)    089 21 15.79220(W) AD(       ) 3
 GD1589  NGVD 29 (07/19/86)   97.53   (m)          320.0    (f) LEVELING    3  
 GD1589
 GD1589.Superseded values are not recommended for survey control.
 GD1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1589.See file dsdata.txt to determine how the superseded data were derived.
 GD1589
 GD1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9026888368(NAD 83)
 GD1589_MARKER: DS = TRIANGULATION STATION DISK
 GD1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1589
 GD1589  HISTORY     - Date     Condition        Report By
 GD1589  HISTORY     - 1955     MONUMENTED       CGS
 GD1589  HISTORY     - 1970     GOOD             NGS
 GD1589  HISTORY     - 1972     GOOD             MOHC
 GD1589  HISTORY     - 19971201 MARK NOT FOUND   MODNR
 GD1589
 GD1589                          STATION DESCRIPTION
 GD1589
 GD1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1589'THE STATION IS LOCATED IN THE CITY OF CHARLESTON, ON THE PROPERTY OF
 GD1589'THE LINCOLN SCHOOL.  IT LIES 73 FEET SOUTH OF THE SOUTHEAST CORNER
 GD1589'OF THE WOODSHOP BUILDING, 63 FEET EAST OF THE SOUTHEAST CORNER OF
 GD1589'THE SCHOOL BUILDING AND 40 FEET WEST OF THE SCHOOL PROPERTY LINE.
 GD1589'
 GD1589'THE STATION IS A STANDARD DISK, STAMPED CHARLESTON 1955, SET IN THE
 GD1589'TOP OF A SQUARE CONCRETE POST WHICH IS ABOUT 6 INCHES BELOW THE
 GD1589'SURFACE OF THE SOIL.
 GD1589'
 GD1589'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED CHARLESTON
 GD1589'1955, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH LIES
 GD1589'ABOUT 40 INCHES BELOW THE SURFACE OF THE SOIL.
 GD1589'
 GD1589'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CHARLESTON NO 1
 GD1589'1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 GD1589'INCHES.  IT IS LOCATED 32 FEET EAST OF THE WOODSHOP BUILDING, 1
 GD1589'FOOT WEST OF THE SCHOOL PROPERTY LINE AT ABOUT THE SAME ELEVATION
 GD1589'AS THE STATION.
 GD1589'
 GD1589'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CHARLESTON
 GD1589'NO 2 1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1
 GD1589'INCH.  IT IS LOCATED 2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 GD1589'SCHOOL BUILDING AT ABOUT THE SAME ELEVATION AS THE STATION.
 GD1589'
 GD1589'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHARLESTON 1955, SET IN
 GD1589'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS
 GD1589'LOCATED ABOUT 0.4 MILE SOUTH OF THE STATION, ABOUT 200 YARDS EAST
 GD1589'OF A PAVED ROAD AND ON THE CREST OF A DITCH BANK.  TO REACH FROM THE
 GD1589'STATION GO WEST FOR 0.05 MILE, TURN LEFT AND GO SOUTH FOR 0.4
 GD1589'MILE, TURN LEFT, ONTO A DIRT FIELD ROAD AND GO ABOUT 200 YARDS TO
 GD1589'THE AZIMUTH MARK ON THE RIGHT HAND SIDE OF THE ROAD.
 GD1589
 GD1589                          STATION RECOVERY (1970)
 GD1589
 GD1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1589'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GD1589'RECOVERED AND FOUND IN APPARENT GOOD CONDITION.  THE AZIMUTH MARK
 GD1589'MONUMENT WAS FOUND COMPLETELY UPROOTED AND SOME DISTANCE FROM ITS
 GD1589'ORIGINAL POSITION, AND THE DISK WAS REMOVED.  AS NO OBJECTS ARE
 GD1589'NOW VISIBLE FROM THE STATION, NO NEW AZIMUTH MARK WAS ESTABLISHED.
 GD1589'POLARIS OBSERVATIONS WILL BE NECESSARY TO ESTABLISH A NEW
 GD1589'AZIMUTH MARK, IF THE NEARBY BUILDINGS WILL PERMIT SEEING THE
 GD1589'STAR.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE
 GD1589'OBSERVED BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK NO.
 GD1589'1.  A DISCREPANCY OF 1 MIN 40.3 SEC WAS NOTED IN THIS
 GD1589'ANGLE.  IN CHECKING THE HORIZONTAL DISTANCE MEASUREMENTS
 GD1589'BETWEEN THE STATION AND REFERENCE MARK NO. 1, A DISCREPANCY OF
 GD1589'0.02 OF A FOOT WAS NOTED.
 GD1589'
 GD1589'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1589'
 GD1589'THE STATION IS LOCATED NEAR THE EAST EDGE OF THE SCHOOL GROUNDS OF
 GD1589'THE LINCOLN SCHOOL IN THE SOUTHWEST SECTION OF CHARLESTON AND IN A
 GD1589'SMALL OPEN AREA.
 GD1589'
 GD1589'NO STATION TO-REACH DEEMED NECESSARY.
 GD1589'
 GD1589'THE STATION IS 239 FEET SOUTH OF THE APPROXIMATE CENTER OF VINE
 GD1589'STREET, 150 FEET NORTH OF THE NORTHEAST CORNER OF A NEW ADDITION TO
 GD1589'THE SCHOOL, 65 FEET SOUTHWEST OF A POWERLINE POLE, 63 FEET
 GD1589'SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD SCHOOL BUILDING, 56
 GD1589'FEET NORTHWEST OF A POWERLINE POLE, AND 54 FEET NORTHEAST OF A LIGHT
 GD1589'POLE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD1589'CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH AND THE DISK IS
 GD1589'STAMPED CHARLESTON 1955.
 GD1589'
 GD1589'REFERENCE MARK NO. 1 IS 153 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1589'VINE STREET, 35 FEET NORTH OF A POWERLINE POLE, 32 FEET NORTHEAST OF
 GD1589'THE SOUTHEAST CORNER OF THE OLD WOODSHOP BUILDING, AND 3 FEET SOUTH
 GD1589'OF A BRACED CORNER POST.  IT IS A STANDARD DISK SET IN THE TOP OF
 GD1589'A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 GD1589'THE DISK IS STAMPED CHARLESTON NO 1 1955.
 GD1589'
 GD1589'REFERENCE MARK NO. 2 IS 70 FEET NORTHWEST OF THE LIGHT POLE AND 2
 GD1589'FEET SOUTH OF THE SOUTHWEST CORNER OF THE EAST WING OF THE OLD SCHOOL
 GD1589'BUILDING.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1589'SQUARE, CONCRETE MONUMENT ABOUT 1 INCH BELOW THE SURFACE AND THE
 GD1589'DISK IS STAMPED CHARLESTON NO 2 1955.
 GD1589'
 GD1589'NO WITNESS POSTS SET, PLAYGROUND AREA.
 GD1589
 GD1589                          STATION RECOVERY (1972)
 GD1589
 GD1589'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1972 (NP)
 GD1589'STATION MARK CHARLESTON 1955 RECOVERED IN GOOD CONDITION.
 GD1589'R. M. NO. 1 NOT SEARCHED FOR.
 GD1589'R. M. NO. 2 NOT SEARCHED FOR.
 GD1589
 GD1589                          STATION RECOVERY (1997)
 GD1589
 GD1589'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (BDC)
 GD1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1596 ***********************************************************************
 GD1596  DESIGNATION -  CHARLESTON CABLE TV MAST
 GD1596  PID         -  GD1596
 GD1596  STATE/COUNTY-  MO/MISSISSIPPI
 GD1596  USGS QUAD   -  CHARLESTON (1993)
 GD1596
 GD1596                         *CURRENT SURVEY CONTROL
 GD1596  ___________________________________________________________________
 GD1596* NAD 83(1997)-  36 54 49.09404(N)    089 21 16.11657(W)     ADJUSTED  
 GD1596* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 GD1596  ___________________________________________________________________
 GD1596  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 GD1596  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1596
 GD1596  HORZ ORDER  -  THIRD
 GD1596
 GD1596.The horizontal coordinates were established by classical geodetic methods
 GD1596.and adjusted by the National Geodetic Survey in February 2000..
 GD1596
 GD1596.The orthometric height was scaled from a topographic map.
 GD1596
 GD1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1596
 GD1596.The geoid height was determined by GEOID03.
 GD1596
 GD1596;                    North         East     Units Scale Factor Converg.
 GD1596;SPC MO E     -   120,481.867   352,075.244   MT  1.00006165   +0 41 17.1
 GD1596;UTM  16      - 4,087,881.150   290,254.626   MT  1.00014200   -1 24 52.7
 GD1596
 GD1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1596!SPC MO E     -   0.99998903  x   1.00006165  =   1.00005068
 GD1596!UTM  16      -   0.99998903  x   1.00014200  =   1.00013103
 GD1596
 GD1596                          SUPERSEDED SURVEY CONTROL
 GD1596
 GD1596  NAD 83(1997)-  36 54 49.09112(N)    089 21 16.11422(W) AD(       ) 4
 GD1596  NAD 83(1997)-  36 54 49.09417(N)    089 21 16.11564(W) AD(       ) 4
 GD1596  NAD 83(1997)-  36 54 49.10454(N)    089 21 16.11352(W) AD(       ) 4
 GD1596  NAD 83(1986)-  36 54 49.10567(N)    089 21 16.11965(W) AD(       ) 4
 GD1596  NAD 27      -  36 54 48.91723(N)    089 21 15.84930(W) AD(       ) 3
 GD1596
 GD1596.Superseded values are not recommended for survey control.
 GD1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1596.See file dsdata.txt to determine how the superseded data were derived.
 GD1596
 GD1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9025587881(NAD 83)
 GD1596_MARKER: 42 = RADIO/TV MAST
 GD1596
 GD1596  HISTORY     - Date     Condition        Report By
 GD1596  HISTORY     - 1977     FIRST OBSERVED   NGS
 GD1596
 GD1596                          STATION DESCRIPTION
 GD1596
 GD1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1596'THE STATION IS THE LIGHT, TOP CENTER OF THE CHARLESTON CABLE
 GD1596'TELEVISION MAST WHICH IS OWNED BY THE SEE MOR CABLE TV
 GD1596'CORPORATION, SIKESTON, MISSOURI AND IS LOCATED IN THE SOUTHWEST
 GD1596'SECTION OF CHARLESTON, 0.05 MILE EAST OF SOUTH ELM STREET.
 GD1596'IT IS A GUYED MAST, PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 GD1596'AND HAS NUMEROUS TV ANTENNAS ATTACHED.  THE OVERALL HEIGHT IS
 GD1596'ABOUT 330 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1584 ***********************************************************************
 GD1584  DESIGNATION -  CHARLESTON CHURCH SPIRE
 GD1584  PID         -  GD1584
 GD1584  STATE/COUNTY-  MO/MISSISSIPPI
 GD1584  USGS QUAD   -  CHARLESTON (1993)
 GD1584
 GD1584                         *CURRENT SURVEY CONTROL
 GD1584  ___________________________________________________________________
 GD1584* NAD 83(1997)-  36 55 26.81528(N)    089 20 52.04811(W)     ADJUSTED  
 GD1584* NAVD 88     -                                                        
 GD1584  ___________________________________________________________________
 GD1584  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 GD1584  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1584
 GD1584  HORZ ORDER  -  THIRD
 GD1584
 GD1584.The horizontal coordinates were established by classical geodetic methods
 GD1584.and adjusted by the National Geodetic Survey in February 2000..
 GD1584
 GD1584
 GD1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1584
 GD1584.The geoid height was determined by GEOID03.
 GD1584
 GD1584;                    North         East     Units Scale Factor Converg.
 GD1584;SPC MO E     -   121,651.853   352,656.966   MT  1.00006311   +0 41 32.1
 GD1584;SPC KY1Z     - 1,071,747.714 1,179,502.604   MT  1.00004190   -2 12 32.0
 GD1584;SPC KY1Z     - 3,516,225.63  3,869,751.46   sFT  1.00004190   -2 12 32.0
 GD1584;SPC KY S     -   571,664.029   179,523.447   MT  0.99997085   -2 10 54.9
 GD1584;SPC KY S     - 1,875,534.40    588,986.51   sFT  0.99997085   -2 10 54.9
 GD1584;UTM  16      - 4,089,029.090   290,878.938   MT  1.00013877   -1 24 39.5
 GD1584
 GD1584                          SUPERSEDED SURVEY CONTROL
 GD1584
 GD1584  NAD 83(1997)-  36 55 26.81554(N)    089 20 52.04974(W) AD(       ) 4
 GD1584  NAD 83(1997)-  36 55 26.81814(N)    089 20 52.04666(W) AD(       ) 4
 GD1584  NAD 83(1997)-  36 55 26.82332(N)    089 20 52.03912(W) AD(       ) 4
 GD1584  NAD 83(1986)-  36 55 26.82580(N)    089 20 52.04936(W) AD(       ) 4
 GD1584  NAD 27      -  36 55 26.63000(N)    089 20 51.79000(W) AD(       ) 3
 GD1584
 GD1584.Superseded values are not recommended for survey control.
 GD1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1584.See file dsdata.txt to determine how the superseded data were derived.
 GD1584
 GD1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9087989029(NAD 83)
 GD1584_MARKER: 90 = CHURCH SPIRE
 GD1584
 GD1584  HISTORY     - Date     Condition        Report By
 GD1584  HISTORY     - 1929     FIRST OBSERVED   CGS
 GD1584
 GD1584                          STATION DESCRIPTION
 GD1584
 GD1584'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1594 ***********************************************************************
 GD1594  DESIGNATION -  CHARLESTON E MUN TANK
 GD1594  PID         -  GD1594
 GD1594  STATE/COUNTY-  MO/MISSISSIPPI
 GD1594  USGS QUAD   -  CHARLESTON (1993)
 GD1594
 GD1594                         *CURRENT SURVEY CONTROL
 GD1594  ___________________________________________________________________
 GD1594* NAD 83(1997)-  36 55 09.24330(N)    089 20 22.69349(W)     ADJUSTED  
 GD1594* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 GD1594  ___________________________________________________________________
 GD1594  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GD1594  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1594
 GD1594  HORZ ORDER  -  THIRD
 GD1594
 GD1594.The horizontal coordinates were established by classical geodetic methods
 GD1594.and adjusted by the National Geodetic Survey in February 2000..
 GD1594
 GD1594.The orthometric height was scaled from a topographic map.
 GD1594
 GD1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1594
 GD1594.The geoid height was determined by GEOID03.
 GD1594
 GD1594;                    North         East     Units Scale Factor Converg.
 GD1594;SPC MO E     -   121,118.981   353,390.078   MT  1.00006498   +0 41 49.5
 GD1594;UTM  16      - 4,088,469.633   291,592.052   MT  1.00013510   -1 24 21.2
 GD1594
 GD1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1594!SPC MO E     -   0.99998903  x   1.00006498  =   1.00005401
 GD1594!UTM  16      -   0.99998903  x   1.00013510  =   1.00012413
 GD1594
 GD1594                          SUPERSEDED SURVEY CONTROL
 GD1594
 GD1594  NAD 83(1997)-  36 55 09.24087(N)    089 20 22.69248(W) AD(       ) 4
 GD1594  NAD 83(1997)-  36 55 09.24376(N)    089 20 22.69309(W) AD(       ) 4
 GD1594  NAD 83(1997)-  36 55 09.25354(N)    089 20 22.68949(W) AD(       ) 4
 GD1594  NAD 83(1986)-  36 55 09.25515(N)    089 20 22.69700(W) AD(       ) 4
 GD1594  NAD 27      -  36 55 09.06724(N)    089 20 22.42872(W) AD(       ) 3
 GD1594
 GD1594.Superseded values are not recommended for survey control.
 GD1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1594.See file dsdata.txt to determine how the superseded data were derived.
 GD1594
 GD1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9159288470(NAD 83)
 GD1594_MARKER: 53 = ELEVATED TANK
 GD1594
 GD1594  HISTORY     - Date     Condition        Report By
 GD1594  HISTORY     - 1977     FIRST OBSERVED   NGS
 GD1594
 GD1594                          STATION DESCRIPTION
 GD1594
 GD1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1594'THE STATION IS THE TOP CENTER OF THE CHARLESTON EAST MUNICIPAL
 GD1594'WATER TANK, WHICH IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF THE
 GD1594'CENTER OF CHARLESTON, 150 FEET NORTH OF THE CENTER OF HELENA
 GD1594'STREET, 250 FEET WEST OF THE CENTER OF NINTH STREET, 100 YARDS
 GD1594'SOUTHEAST OF A SHORT BLACK TANK AND BEHIND THE BROWN SHOE
 GD1594'COMPANY.  THE TANK IS SILVER IN COLOR WITH A DOME SHAPED TOP
 GD1594'HEMISPHERICAL BOTTOM, SUPPORTED BY 4 TUBULAR STEEL LEGS AND HAS
 GD1594'AN OVERALL HEIGHT OF ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1595 ***********************************************************************
 GD1595  DESIGNATION -  CHARLESTON INDUSTRIAL TANK
 GD1595  PID         -  GD1595
 GD1595  STATE/COUNTY-  MO/MISSISSIPPI
 GD1595  USGS QUAD   -  CHARLESTON (1993)
 GD1595
 GD1595                         *CURRENT SURVEY CONTROL
 GD1595  ___________________________________________________________________
 GD1595* NAD 83(1997)-  36 54 40.00905(N)    089 20 36.34686(W)     ADJUSTED  
 GD1595* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 GD1595  ___________________________________________________________________
 GD1595  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 GD1595  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1595
 GD1595  HORZ ORDER  -  THIRD
 GD1595
 GD1595.The horizontal coordinates were established by classical geodetic methods
 GD1595.and adjusted by the National Geodetic Survey in February 2000..
 GD1595
 GD1595.The orthometric height was scaled from a topographic map.
 GD1595
 GD1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1595
 GD1595.The geoid height was determined by GEOID03.
 GD1595
 GD1595;                    North         East     Units Scale Factor Converg.
 GD1595;SPC MO E     -   120,213.690   353,063.066   MT  1.00006414   +0 41 40.8
 GD1595;UTM  16      - 4,087,576.886   291,232.018   MT  1.00013696   -1 24 28.5
 GD1595
 GD1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1595!SPC MO E     -   0.99998903  x   1.00006414  =   1.00005317
 GD1595!UTM  16      -   0.99998903  x   1.00013696  =   1.00012599
 GD1595
 GD1595                          SUPERSEDED SURVEY CONTROL
 GD1595
 GD1595  NAD 83(1997)-  36 54 40.00671(N)    089 20 36.34567(W) AD(       ) 4
 GD1595  NAD 83(1997)-  36 54 40.00954(N)    089 20 36.34633(W) AD(       ) 4
 GD1595  NAD 83(1997)-  36 54 40.01931(N)    089 20 36.34288(W) AD(       ) 4
 GD1595  NAD 83(1986)-  36 54 40.02077(N)    089 20 36.35028(W) AD(       ) 4
 GD1595  NAD 27      -  36 54 39.83214(N)    089 20 36.08218(W) AD(       ) 3
 GD1595
 GD1595.Superseded values are not recommended for survey control.
 GD1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1595.See file dsdata.txt to determine how the superseded data were derived.
 GD1595
 GD1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9123287577(NAD 83)
 GD1595_MARKER: 53 = ELEVATED TANK
 GD1595
 GD1595  HISTORY     - Date     Condition        Report By
 GD1595  HISTORY     - 1977     FIRST OBSERVED   NGS
 GD1595
 GD1595                          STATION DESCRIPTION
 GD1595
 GD1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1595'THE STATION IS THE TOP CENTER OF THE CHARLESTON INDUSTRIAL PARK
 GD1595'WATER TANK WHICH IS OWNED BY THE OZARKS REGIONAL COMMISSION AND
 GD1595'IS LOCATED AT THE SOUTHEAST EDGE OF CHARLESTON, 49 FEET SOUTH
 GD1595'OF THE PROJECTED CENTER OF INDUSTRIAL DRIVE AND 77 FEET EAST
 GD1595'OF THE CENTER OF SOUTH CHESTNUT STREET.  THE TANK HAS A DOME
 GD1595'SHAPED TOP AND A HEMISPHERICAL BOTTOM AND IS SUPPORTED BY 5
 GD1595'TUBULAR STEEL LEGS.  IT IS LIGHT GREEN IN COLOR AND HAS AN
 GD1595'OVERALL HEIGHT OF ABOUT 140 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1585 ***********************************************************************
 GD1585  DESIGNATION -  CHARLESTON MUNICIPAL TANK
 GD1585  PID         -  GD1585
 GD1585  STATE/COUNTY-  MO/MISSISSIPPI
 GD1585  USGS QUAD   -  CHARLESTON (1993)
 GD1585
 GD1585                         *CURRENT SURVEY CONTROL
 GD1585  ___________________________________________________________________
 GD1585* NAD 83(1997)-  36 55 31.74679(N)    089 20 56.70039(W)     ADJUSTED  
 GD1585* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 GD1585  ___________________________________________________________________
 GD1585  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 GD1585  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1585
 GD1585  HORZ ORDER  -  THIRD
 GD1585
 GD1585.The horizontal coordinates were established by classical geodetic methods
 GD1585.and adjusted by the National Geodetic Survey in February 2000..
 GD1585
 GD1585.The orthometric height was scaled from a topographic map.
 GD1585
 GD1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1585
 GD1585.The geoid height was determined by GEOID03.
 GD1585
 GD1585;                    North         East     Units Scale Factor Converg.
 GD1585;SPC MO E     -   121,802.484   352,539.989   MT  1.00006282   +0 41 29.4
 GD1585;UTM  16      - 4,089,183.924   290,767.559   MT  1.00013935   -1 24 42.4
 GD1585
 GD1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1585!SPC MO E     -   1.00000441  x   1.00006282  =   1.00006723
 GD1585!UTM  16      -   1.00000441  x   1.00013935  =   1.00014376
 GD1585
 GD1585                          SUPERSEDED SURVEY CONTROL
 GD1585
 GD1585  NAD 83(1997)-  36 55 31.74529(N)    089 20 56.70205(W) AD(       ) 4
 GD1585  NAD 83(1997)-  36 55 31.74791(N)    089 20 56.70092(W) AD(       ) 4
 GD1585  NAD 83(1997)-  36 55 31.75667(N)    089 20 56.69437(W) AD(       ) 4
 GD1585  NAD 83(1986)-  36 55 31.75843(N)    089 20 56.70336(W) AD(       ) 4
 GD1585  NAD 27      -  36 55 31.57600(N)    089 20 56.43600(W) AD(       ) 3
 GD1585
 GD1585.Superseded values are not recommended for survey control.
 GD1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1585.See file dsdata.txt to determine how the superseded data were derived.
 GD1585
 GD1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9076889184(NAD 83)
 GD1585_MARKER: 53 = ELEVATED TANK
 GD1585
 GD1585  HISTORY     - Date     Condition        Report By
 GD1585  HISTORY     - 1929     FIRST OBSERVED   CGS
 GD1585  HISTORY     - 1955     SEE DESCRIPTION  CGS
 GD1585  HISTORY     - 1977     GOOD             NGS
 GD1585
 GD1585                          STATION DESCRIPTION
 GD1585
 GD1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1585'THE STATION IS THE TOP AND CENTER OF A STEEL WATER TANK WHICH IS
 GD1585'LOCATED IN THE TOWN OF CHARLESTON AT THE INTERSECTION OF NORTH EAST
 GD1585'AND FIRST STREETS AND LIES JUST EAST OF THE CITY HALL.
 GD1585'
 GD1585'THE TANK IS SUPPORTED BY FOUR LEGS AND HAS A CONICAL ROOF WITH A BALL
 GD1585'AT ITS APEX.  IT IS 158 FEET IN HEIGHT AND 38 FEET IN DIAMETER.
 GD1585'
 GD1585'NOTE - THIS IS THE SAME AS LOCATED IN 1929.
 GD1585
 GD1585                          STATION RECOVERY (1977)
 GD1585
 GD1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1585'THIS STATION IS PREVIOUSLY DESCRIBED IN QUAD 360891,STATION
 GD1585'1021, BY R.A.G. IN 1955 AND WAS FIRST POSITIONED IN 1929
 GD1585'
 GD1585'THE STATION IS THE TOP CENTER OF THE CHARLESTON MUNICIPAL
 GD1585'WATER TANK WHICH IS LOCATED AT THE NORTH EDGE OF CHARLESTON, 59
 GD1585'FEET EAST OF THE PROJECTED CENTER OF FIRST STREET AND 70 FEET
 GD1585'NORTH OF THE CENTER OF MISSOURI STREET.  THE TANK HAS A
 GD1585'CYLINDRICAL BODY, UMBRELLA SHAPED TOP, A HEMISPHERICAL BOTTOM
 GD1585'AND IS SUPPORTED BY 4 TRUSS-WORK STEEL LEGS.  IT IS SILVER IN
 GD1585'COLOR AND HAS AN OVERALL HEIGHT OF ABOUT 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1586 ***********************************************************************
 GD1586  DESIGNATION -  CHARLESTON NATL COMP WHSE N TK
 GD1586  PID         -  GD1586
 GD1586  STATE/COUNTY-  MO/MISSISSIPPI
 GD1586  USGS QUAD   -  CHARLESTON (1993)
 GD1586
 GD1586                         *CURRENT SURVEY CONTROL
 GD1586  ___________________________________________________________________
 GD1586* NAD 83(1997)-  36 54 56.25254(N)    089 20 41.66529(W)     ADJUSTED  
 GD1586* NAVD 88     -                                                        
 GD1586  ___________________________________________________________________
 GD1586  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 GD1586  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1586
 GD1586  HORZ ORDER  -  THIRD
 GD1586
 GD1586.The horizontal coordinates were established by classical geodetic methods
 GD1586.and adjusted by the National Geodetic Survey in February 2000..
 GD1586
 GD1586
 GD1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1586
 GD1586.The geoid height was determined by GEOID03.
 GD1586
 GD1586;                    North         East     Units Scale Factor Converg.
 GD1586;SPC MO E     -   120,712.823   352,925.350   MT  1.00006379   +0 41 37.9
 GD1586;UTM  16      - 4,088,080.773   291,112.699   MT  1.00013757   -1 24 32.2
 GD1586
 GD1586                          SUPERSEDED SURVEY CONTROL
 GD1586
 GD1586  NAD 83(1997)-  36 54 56.25234(N)    089 20 41.66516(W) AD(       ) 4
 GD1586  NAD 83(1997)-  36 54 56.25515(N)    089 20 41.66345(W) AD(       ) 4
 GD1586  NAD 83(1997)-  36 54 56.26285(N)    089 20 41.66125(W) AD(       ) 4
 GD1586  NAD 83(1986)-  36 54 56.26497(N)    089 20 41.66895(W) AD(       ) 4
 GD1586  NAD 27      -  36 54 56.07300(N)    089 20 41.41000(W) AD(       ) 3
 GD1586
 GD1586.Superseded values are not recommended for survey control.
 GD1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1586.See file dsdata.txt to determine how the superseded data were derived.
 GD1586
 GD1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9111388081(NAD 83)
 GD1586_MARKER: 53 = ELEVATED TANK
 GD1586
 GD1586  HISTORY     - Date     Condition        Report By
 GD1586  HISTORY     - 1955     FIRST OBSERVED   CGS
 GD1586
 GD1586                          STATION DESCRIPTION
 GD1586
 GD1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1586'THE STATION IS THE TOP AND CENTER OF AN ELEVATED STEEL WATER TANK
 GD1586'WHICH IS ON THE PROPERTY OF THE NATIONAL COMPRESS AND WAREHOUSE
 GD1586'COMPANY IN THE SOUTH PART OF THE CITY OF CHARLESTON.  IT LIES 250
 GD1586'FEET SOUTH OF THE INTERSECTION OF SOUTH VIRGINIA AND EAST IRON BANK
 GD1586'STREETS.
 GD1586'
 GD1586'THE TANK IS SUPPORTED BY FOUR LEGS AND HAS A CONICAL ROOF WITH AN
 GD1586'IRON BALL AT ITS APEX.  IT IS 144 FEET IN HEIGHT AND 37 FEET IN
 GD1586'DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1587 ***********************************************************************
 GD1587  DESIGNATION -  CHARLESTON NATL COMP WHSE S TK
 GD1587  PID         -  GD1587
 GD1587  STATE/COUNTY-  MO/MISSISSIPPI
 GD1587  USGS QUAD   -  CHARLESTON (1993)
 GD1587
 GD1587                         *CURRENT SURVEY CONTROL
 GD1587  ___________________________________________________________________
 GD1587* NAD 83(1997)-  36 54 49.90923(N)    089 20 38.08734(W)     ADJUSTED  
 GD1587* NAVD 88     -                                                        
 GD1587  ___________________________________________________________________
 GD1587  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 GD1587  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1587
 GD1587  HORZ ORDER  -  THIRD
 GD1587
 GD1587.The horizontal coordinates were established by classical geodetic methods
 GD1587.and adjusted by the National Geodetic Survey in February 2000..
 GD1587
 GD1587
 GD1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1587
 GD1587.The geoid height was determined by GEOID03.
 GD1587
 GD1587;                    North         East     Units Scale Factor Converg.
 GD1587;SPC MO E     -   120,518.354   353,016.283   MT  1.00006403   +0 41 39.9
 GD1587;UTM  16      - 4,087,883.084   291,196.442   MT  1.00013714   -1 24 29.9
 GD1587
 GD1587                          SUPERSEDED SURVEY CONTROL
 GD1587
 GD1587  NAD 83(1997)-  36 54 49.90903(N)    089 20 38.08721(W) AD(       ) 4
 GD1587  NAD 83(1997)-  36 54 49.91180(N)    089 20 38.08549(W) AD(       ) 4
 GD1587  NAD 83(1997)-  36 54 49.91953(N)    089 20 38.08331(W) AD(       ) 4
 GD1587  NAD 83(1986)-  36 54 49.92162(N)    089 20 38.09093(W) AD(       ) 4
 GD1587  NAD 27      -  36 54 49.73500(N)    089 20 37.82800(W) AD(       ) 3
 GD1587
 GD1587.Superseded values are not recommended for survey control.
 GD1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1587.See file dsdata.txt to determine how the superseded data were derived.
 GD1587
 GD1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9119687883(NAD 83)
 GD1587_MARKER: 53 = ELEVATED TANK
 GD1587
 GD1587  HISTORY     - Date     Condition        Report By
 GD1587  HISTORY     - 1955     FIRST OBSERVED   CGS
 GD1587
 GD1587                          STATION DESCRIPTION
 GD1587
 GD1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1587'THE STATION IS THE TOP AND CENTER OF AN ELEVATED STEEL WATER TANK
 GD1587'WHICH IS ON THE PROPERTY OF THE NATIONAL COMPRESS AND WAREHOUSE
 GD1587'COMPANY.  IT IS LOCATED IN THE SOUTH PART OF THE CITY OF CHARLESTON
 GD1587'AND LIES JUST EAST OF THE LARGE COTTON WAREHOUSES AND 70 FEET WEST
 GD1587'OF THE NATIONAL COMPRESS COMPANY PROPERTY LINE.
 GD1587'
 GD1587'THE TANK IS SUPPORTED BY FOUR LEGS AND HAS A CONICAL-SHAPED ROOF WITH
 GD1587'AN IRON BALL AT ITS APEX.  IT IS 144 FEET IN HEIGHT AND 37 FEET IN
 GD1587'DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1588 ***********************************************************************
 GD1588  DESIGNATION -  CHARLESTON RADIO MAST
 GD1588  PID         -  GD1588
 GD1588  STATE/COUNTY-  MO/MISSISSIPPI
 GD1588  USGS QUAD   -  CHARLESTON (1993)
 GD1588
 GD1588                         *CURRENT SURVEY CONTROL
 GD1588  ___________________________________________________________________
 GD1588* NAD 83(1997)-  36 55 28.72479(N)    089 17 32.78435(W)     ADJUSTED  
 GD1588* NAVD 88     -                                                        
 GD1588  ___________________________________________________________________
 GD1588  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GD1588  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1588
 GD1588  HORZ ORDER  -  THIRD
 GD1588
 GD1588.The horizontal coordinates were established by classical geodetic methods
 GD1588.and adjusted by the National Geodetic Survey in February 2000..
 GD1588
 GD1588
 GD1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1588
 GD1588.The geoid height was determined by GEOID03.
 GD1588
 GD1588;                    North         East     Units Scale Factor Converg.
 GD1588;SPC MO E     -   121,771.738   357,587.967   MT  1.00007588   +0 43 31.9
 GD1588;UTM  16      - 4,088,967.924   295,811.296   MT  1.00011365   -1 22 39.7
 GD1588
 GD1588                          SUPERSEDED SURVEY CONTROL
 GD1588
 GD1588  NAD 83(1997)-  36 55 28.72437(N)    089 17 32.78557(W) AD(       ) 4
 GD1588  NAD 83(1997)-  36 55 28.72713(N)    089 17 32.78506(W) AD(       ) 4
 GD1588  NAD 83(1997)-  36 55 28.73472(N)    089 17 32.78370(W) AD(       ) 4
 GD1588  NAD 83(1986)-  36 55 28.73685(N)    089 17 32.79416(W) AD(       ) 4
 GD1588  NAD 27      -  36 55 28.55400(N)    089 17 32.52800(W) AD(       ) 3
 GD1588
 GD1588.Superseded values are not recommended for survey control.
 GD1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1588.See file dsdata.txt to determine how the superseded data were derived.
 GD1588
 GD1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9581188968(NAD 83)
 GD1588_MARKER: 42 = RADIO/TV MAST
 GD1588
 GD1588  HISTORY     - Date     Condition        Report By
 GD1588  HISTORY     - 1955     FIRST OBSERVED   CGS
 GD1588
 GD1588                          STATION DESCRIPTION
 GD1588
 GD1588'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1785 ***********************************************************************
 JC1785  DESIGNATION -  CHARPORT
 JC1785  PID         -  JC1785
 JC1785  STATE/COUNTY-  MO/ST CHARLES
 JC1785  USGS QUAD   -  ST CHARLES (1994)
 JC1785
 JC1785                         *CURRENT SURVEY CONTROL
 JC1785  ___________________________________________________________________
 JC1785* NAD 83(1997)-  38 50 48.01604(N)    090 29 53.74081(W)     ADJUSTED  
 JC1785* NAVD 88     -       134.3    (meters)     441.     (feet)  VERTCON   
 JC1785  ___________________________________________________________________
 JC1785  X           -     -43,255.740 (meters)                     COMP
 JC1785  Y           -  -4,973,913.704 (meters)                     COMP
 JC1785  Z           -   3,979,138.894 (meters)                     COMP
 JC1785  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 JC1785  ELLIP HEIGHT-         102.83  (meters)          (02/17/00) GPS OBS
 JC1785  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JC1785
 JC1785  HORZ ORDER  -  THIRD
 JC1785  ELLP ORDER  -  FOURTH    CLASS I
 JC1785
 JC1785.This mark is at St Charles Airport (3SQ)
 JC1785
 JC1785.The horizontal coordinates were established by GPS observations
 JC1785.and adjusted by the National Geodetic Survey in February 2000..
 JC1785
 JC1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1785
 JC1785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1785
 JC1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1785
 JC1785.The ellipsoidal height was determined by GPS observations
 JC1785.and is referenced to NAD 83.
 JC1785
 JC1785.The geoid height was determined by GEOID03.
 JC1785
 JC1785;                    North         East     Units Scale Factor Converg.
 JC1785;SPC MO E     -   334,410.275   250,150.929   MT  0.99993333   +0 00 03.9
 JC1785;UTM  15      - 4,302,735.859   717,111.564   MT  1.00018048   +1 34 11.3
 JC1785
 JC1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1785!SPC MO E     -   0.99998387  x   0.99993333  =   0.99991720
 JC1785!UTM  15      -   0.99998387  x   1.00018048  =   1.00016434
 JC1785
 JC1785:                Primary Azimuth Mark                     Grid Az
 JC1785:SPC MO E     -  CHARPORT AZ MK                           270 51 05.3
 JC1785:UTM  15      -  CHARPORT AZ MK                           269 16 57.9
 JC1785
 JC1785|---------------------------------------------------------------------|
 JC1785| PID    Reference Object                     Distance      Geod. Az  |
 JC1785|                                                           dddmmss.s |
 JC1785| JC1786 CHARPORT AZ MK                      APPROX. 0.7 KM 2705109.2 |
 JC1785|---------------------------------------------------------------------|
 JC1785
 JC1785                          SUPERSEDED SURVEY CONTROL
 JC1785
 JC1785  NAD 83(1997)-  38 50 48.01808(N)    090 29 53.74102(W) AD(       ) 3
 JC1785  NAD 83(1986)-  38 50 48.02783(N)    090 29 53.73938(W) AD(       ) 3
 JC1785  NGVD 29 (10/04/91)  134.4    (m)          441.     (f) GPS OBS        
 JC1785
 JC1785.Superseded values are not recommended for survey control.
 JC1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1785.See file dsdata.txt to determine how the superseded data were derived.
 JC1785
 JC1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1711202736(NAD 83)
 JC1785_MARKER: I = METAL ROD
 JC1785_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1785_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1785_STAMPING: CHARPORT 1991
 JC1785_MARK LOGO: NGS   
 JC1785_PROJECTION: FLUSH
 JC1785_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1785+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JC1785_ROD/PIPE-DEPTH: 30.8 meters
 JC1785_SLEEVE-DEPTH  : 1.0 meters
 JC1785
 JC1785  HISTORY     - Date     Condition        Report By
 JC1785  HISTORY     - 1991     MONUMENTED       NGS
 JC1785
 JC1785                          STATION DESCRIPTION
 JC1785
 JC1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JC1785'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTH OF ST CHARLES, AT THE
 JC1785'ST CHARLES AIRPORT.  OWNERSHIP--R.A. BAUDENDISTEL, 6978 CHIPPEWA ST.,
 JC1785'ST LOUIS, 63301.  PHONE 314-725-4222.  AIRPORT MANAGER IS DENNIS
 JC1785'BAMPTON, PHONE 314-946-6066.
 JC1785'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70, STATE
 JC1785'ROUTE 94 AND I-70 BUSINESS, EXIT 228 LOCATED AT THE SOUTH SIDE OF ST
 JC1785'CHARLES, GO NORTH AND EAST ON ROUTE 94 FOR 3.3 KM (2.1 MI) TO THE
 JC1785'JUNCTION OF STATE ROUTE 115 ON THE RIGHT.  TURN LEFT, NORTH, AND
 JC1785'CONTINUE ON ROUTE 94 FOR 5.6 KM (3.5 MI) TO THE JUNCTION OF ROAD B ON
 JC1785'THE LEFT.  TURN LEFT, NORTHWEST, ON ROAD B FOR 2.5 KM (1.6 MI) TO THE
 JC1785'JUNCTION OF AIRPORT ROAD ON THE LEFT.  TURN LEFT, SOUTHWEST, ON
 JC1785'AIRPORT ROAD FOR 0.4 KM (0.2 MI) TO THE AIRPORT ACCESS ROAD ON THE
 JC1785'RIGHT.  TURN RIGHT, WEST, ON ACCESS ROAD FOR 0.16 KM (0.10 MI) TO THE
 JC1785'AIRPORT APRON ACCESS GATE AND AIRPORT OFFICE ON THE RIGHT.  PASS
 JC1785'THROUGH THE GATE AND GO NORTHWEST CROSSING APRON TO A TAXIWAY RUNNING
 JC1785'EAST-WEST AND THE STATION.
 JC1785'LOCATED 23.5 M (77.1 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 JC1785'TAXIWAY, 20.8 M (68.2 FT) SOUTH FROM THE CENTER OF THE RUNWAY, 12.7 M
 JC1785'(41.7 FT) NORTH FROM THE CENTER OF A TAXIWAY, 2.0 M (6.6 FT) NORTH
 JC1785'FROM A RUNWAY LIGHT AND 0.3 M (1.0 FT) EAST FROM A SHORT FIBERGLASS
 JC1785'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1786 ***********************************************************************
 JC1786  DESIGNATION -  CHARPORT AZ MK
 JC1786  PID         -  JC1786
 JC1786  STATE/COUNTY-  MO/ST CHARLES
 JC1786  USGS QUAD   -  KAMPVILLE (1994)
 JC1786
 JC1786                         *CURRENT SURVEY CONTROL
 JC1786  ___________________________________________________________________
 JC1786* NAD 83(1997)-  38 50 48.33034(N)    090 30 20.82414(W)     ADJUSTED  
 JC1786* NAVD 88     -       134.8    (meters)     442.     (feet)  VERTCON   
 JC1786  ___________________________________________________________________
 JC1786  X           -     -43,908.783 (meters)                     COMP
 JC1786  Y           -  -4,973,902.291 (meters)                     COMP
 JC1786  Z           -   3,979,146.756 (meters)                     COMP
 JC1786  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 JC1786  ELLIP HEIGHT-         103.33  (meters)          (02/17/00) GPS OBS
 JC1786  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JC1786
 JC1786  HORZ ORDER  -  THIRD
 JC1786  ELLP ORDER  -  FOURTH    CLASS I
 JC1786
 JC1786.This mark is at St Charles Airport (3SQ)
 JC1786
 JC1786.The horizontal coordinates were established by GPS observations
 JC1786.and adjusted by the National Geodetic Survey in February 2000..
 JC1786
 JC1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1786
 JC1786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1786
 JC1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1786
 JC1786.The ellipsoidal height was determined by GPS observations
 JC1786.and is referenced to NAD 83.
 JC1786
 JC1786.The geoid height was determined by GEOID03.
 JC1786
 JC1786;                    North         East     Units Scale Factor Converg.
 JC1786;SPC MO E     -   334,419.981   249,497.865   MT  0.99993334   -0 00 13.1
 JC1786;UTM  15      - 4,302,727.682   716,458.319   MT  1.00017699   +1 33 54.3
 JC1786
 JC1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1786!SPC MO E     -   0.99998379  x   0.99993334  =   0.99991713
 JC1786!UTM  15      -   0.99998379  x   1.00017699  =   1.00016078
 JC1786
 JC1786:                Primary Azimuth Mark                     Grid Az
 JC1786:SPC MO E     -  CHARPORT                                 090 51 05.3
 JC1786:UTM  15      -  CHARPORT                                 089 16 57.9
 JC1786
 JC1786|---------------------------------------------------------------------|
 JC1786| PID    Reference Object                     Distance      Geod. Az  |
 JC1786|                                                           dddmmss.s |
 JC1786| JC1785 CHARPORT                            APPROX. 0.7 KM 0905052.2 |
 JC1786|---------------------------------------------------------------------|
 JC1786
 JC1786                          SUPERSEDED SURVEY CONTROL
 JC1786
 JC1786  NAD 83(1997)-  38 50 48.33239(N)    090 30 20.82434(W) AD(       ) 3
 JC1786  NAD 83(1986)-  38 50 48.34213(N)    090 30 20.82271(W) AD(       ) 3
 JC1786  NGVD 29 (10/04/91)  134.9    (m)          443.     (f) GPS OBS        
 JC1786
 JC1786.Superseded values are not recommended for survey control.
 JC1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1786.See file dsdata.txt to determine how the superseded data were derived.
 JC1786
 JC1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1645802728(NAD 83)
 JC1786_MARKER: I = METAL ROD
 JC1786_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1786_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1786_STAMPING: CHARPORT AZ MK 1991
 JC1786_MARK LOGO: NGS   
 JC1786_PROJECTION: FLUSH
 JC1786_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1786+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JC1786_ROD/PIPE-DEPTH: 24.1 meters
 JC1786_SLEEVE-DEPTH  : 1.0 meters
 JC1786
 JC1786  HISTORY     - Date     Condition        Report By
 JC1786  HISTORY     - 1991     MONUMENTED       NGS
 JC1786
 JC1786                          STATION DESCRIPTION
 JC1786
 JC1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JC1786'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTH OF ST CHARLES, AT THE
 JC1786'ST CHARLES AIRPORT.  OWNERSHIP--R.A. BAUDENSISTEL, 6978 CHIPPEWA
 JC1786'STREET, ST LOUIS, MO 63301.  AIRPORT MANAGER IS DENNIS BAMPTON, PHONE
 JC1786'314-946-6066.
 JC1786'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70, STATE
 JC1786'ROUTE 94 AND I-70 BUSINESS, EXIT 228 LOCATED AT THE SOUTH SIDE OF ST
 JC1786'CHARLES, GO NORTH AND EAST ON ROUTE 94 FOR 3.3 KM (2.1 MI) TO THE
 JC1786'JUNCTION OF STATE ROUTE 115 ON THE RIGHT.  TURN LEFT, NORTH, AND
 JC1786'CONTINUE ON ROUTE 94 FOR 5.6 KM (3.5 MI) TO THE JUNCTION OF ROAD B ON
 JC1786'THE LEFT.  TURN LEFT, NORTHWEST, ON ROAD B FOR 2.5 KM (1.6 MI) TO THE
 JC1786'JUNCTION OF AIRPORT ROAD ON THE LEFT.  TURN LEFT, SOUTHWEST, ON
 JC1786'AIRPORT ROAD FOR 0.4 KM (0.2 MI) TO THE AIRPORT ACCESS ROAD ON THE
 JC1786'RIGHT.  TURN RIGHT, WEST, ON ACCESS ROAD FOR 0.16 KM (0.10 MI) TO THE
 JC1786'AIRPORT ACCESS GATE AND AIRPORT OFFICE ON THE RIGHT.  PASS THROUGH
 JC1786'THE GATE AND GO NORTHWEST CROSSING APRON TO A TAXIWAY RUNNING
 JC1786'EAST-WEST.  TURN LEFT, WEST, ON TAXIWAY FOR 0.64 KM (0.40 MI) TO THE
 JC1786'STATION ON THE RIGHT AT THE THIRD RUNWAY LIGHT EAST OF THE WEST END
 JC1786'OF THE RUNWAY.
 JC1786'LOCATED 20.5 M (67.3 FT) SOUTH FROM THE CENTER OF THE RUNWAY, 11.7 M
 JC1786'(38.4 FT) NORTH FROM THE CENTER OF THE TAXIWAY, 2.3 M (7.5 FT) NORTH
 JC1786'FROM A RUNWAY LIGHT AND 0.3 M (1.0 FT) EAST FROM A SHORT FIBERGLASS
 JC1786'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1355 ***********************************************************************
 HD1355  DESIGNATION -  CHEROKEE PIPE LINE STOR TK 301
 HD1355  PID         -  HD1355
 HD1355  STATE/COUNTY-  MO/LAWRENCE
 HD1355  USGS QUAD   -  MILLER (1971)
 HD1355
 HD1355                         *CURRENT SURVEY CONTROL
 HD1355  ___________________________________________________________________
 HD1355* NAD 83(1997)-  37 11 27.40122(N)    093 46 56.53136(W)     ADJUSTED  
 HD1355* NAVD 88     -                                                        
 HD1355  ___________________________________________________________________
 HD1355  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HD1355  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HD1355
 HD1355  HORZ ORDER  -  THIRD
 HD1355
 HD1355.The horizontal coordinates were established by classical geodetic methods
 HD1355.and adjusted by the National Geodetic Survey in February 2000..
 HD1355
 HD1355
 HD1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1355
 HD1355.The geoid height was determined by GEOID03.
 HD1355
 HD1355;                    North         East     Units Scale Factor Converg.
 HD1355;SPC MO W     -   113,900.335   913,714.082   MT  0.99999117   +0 26 01.7
 HD1355;SPC MO C     -   151,412.362   386,145.188   MT  1.00009296   -0 46 30.9
 HD1355;UTM  15      - 4,116,341.421   430,561.680   MT  0.99965939   -0 28 22.6
 HD1355
 HD1355                          SUPERSEDED SURVEY CONTROL
 HD1355
 HD1355  NAD 83(1997)-  37 11 27.40172(N)    093 46 56.53131(W) AD(       ) 4
 HD1355  NAD 83(1997)-  37 11 27.41203(N)    093 46 56.53294(W) AD(       ) 4
 HD1355  NAD 83(1986)-  37 11 27.41400(N)    093 46 56.53086(W) AD(       ) 4
 HD1355  NAD 27      -  37 11 27.22800(N)    093 46 55.79200(W) AD(       ) 3
 HD1355
 HD1355.Superseded values are not recommended for survey control.
 HD1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1355.See file dsdata.txt to determine how the superseded data were derived.
 HD1355
 HD1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB3056216341(NAD 83)
 HD1355_MARKER: 51 = TANK
 HD1355
 HD1355  HISTORY     - Date     Condition        Report By
 HD1355  HISTORY     - 1959     FIRST OBSERVED   CGS
 HD1355
 HD1355                          STATION DESCRIPTION
 HD1355
 HD1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1355'THE STATION IS THE CENTER OF THE TOP OF THE VAPOR DOME ATOP OF
 HD1355'STORAGE TANK NO. 301 LOCATED ABOUT 4 MILES SOUTHEAST OF MILLER
 HD1355'AND ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 66.  THE STORAGE TANK
 HD1355'AND VAPOR DOME ARE PAINTED WHITE AND THE TANK HAS THE NUMBER
 HD1355'301 PAINTED IN BLACK LETTERS ON THE SOUTH AND WEST SIDES.  THE
 HD1355'OVERALL HEIGHT IS 65 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0467 ***********************************************************************
 HC0467  DESIGNATION -  CHICKEN
 HC0467  PID         -  HC0467
 HC0467  STATE/COUNTY-  MO/DENT
 HC0467  USGS QUAD   -  SHORT BEND (1981)
 HC0467
 HC0467                         *CURRENT SURVEY CONTROL
 HC0467  ___________________________________________________________________
 HC0467* NAD 83(1986)-  37 38 16.     (N)    091 29 45.     (W)     SCALED    
 HC0467* NAVD 88     -       381.788  (meters)    1252.58   (feet)  ADJUSTED  
 HC0467  ___________________________________________________________________
 HC0467  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HC0467  DYNAMIC HT  -         381.493 (meters)    1251.62  (feet)  COMP
 HC0467  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 HC0467
 HC0467  VERT ORDER  -  SECOND    CLASS 0
 HC0467
 HC0467.The horizontal coordinates were scaled from a topographic map and have
 HC0467.an estimated accuracy of +/- 6 seconds.
 HC0467
 HC0467.The orthometric height was determined by differential leveling
 HC0467.and adjusted by the National Geodetic Survey in June 1991..
 HC0467
 HC0467.The geoid height was determined by GEOID03.
 HC0467
 HC0467.The dynamic height is computed by dividing the NAVD 88
 HC0467.geopotential number by the normal gravity value computed on the
 HC0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0467.degrees latitude (g = 980.6199 gals.).
 HC0467
 HC0467.The modeled gravity was interpolated from observed gravity values.
 HC0467
 HC0467;                    North         East    Units  Estimated Accuracy
 HC0467;SPC MO E     -   200,700.      162,110.      MT  (+/- 180 meters Scaled)
 HC0467
 HC0467                          SUPERSEDED SURVEY CONTROL
 HC0467
 HC0467  NGVD 29 (??/??/92)  381.71   (m)         1252.3    (f) COMPUTED    2 0
 HC0467
 HC0467.Superseded values are not recommended for survey control.
 HC0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0467.See file dsdata.txt to determine how the superseded data were derived.
 HC0467
 HC0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB327666(NAD 83)
 HC0467_MARKER: DD = SURVEY DISK
 HC0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0467+STABILITY: SURFACE MOTION
 HC0467
 HC0467  HISTORY     - Date     Condition        Report By
 HC0467  HISTORY     - UNK      MONUMENTED       MOGS
 HC0467  HISTORY     - 1934     GOOD             NGS
 HC0467
 HC0467                          STATION DESCRIPTION
 HC0467
 HC0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0467'2.3 MI E FROM SALEM.
 HC0467'2.3 MILES EAST ALONG STATE HIGHWAY 32 FROM THE INTERSECTION OF
 HC0467'STATE HIGHWAY 19 AT SALEM, DENT COUNTY, 186 FEET SOUTHEAST OF THE
 HC0467'CENTER OF THE GATE TO A LARGE WHITE HOUSE ON THE NORTH SIDE OF THE
 HC0467'HIGHWAY, 132 FEET NORTH OF A LARGE CHICKENHOUSE AT THE TOP OF A
 HC0467'SMALL HILL, 31 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 7
 HC0467'FEET NORTH OF A FENCE.  A STATE SURVEY STANDARD DISK, SET IN THE
 HC0467'TOP OF A CONCRETE POST.  NOTE-- PREVIOUSLY DESIGNATED B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2773 ***********************************************************************
 JD2773  DESIGNATION -  CHILHOWEE MUNICIPAL TANK
 JD2773  PID         -  JD2773
 JD2773  STATE/COUNTY-  MO/JOHNSON
 JD2773  USGS QUAD   -  CHILHOWEE (1955)
 JD2773
 JD2773                         *CURRENT SURVEY CONTROL
 JD2773  ___________________________________________________________________
 JD2773* NAD 83(1997)-  38 35 17.79317(N)    093 51 18.14351(W)     ADJUSTED  
 JD2773* NAVD 88     -                                                        
 JD2773  ___________________________________________________________________
 JD2773  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 JD2773  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD2773
 JD2773  HORZ ORDER  -  THIRD
 JD2773
 JD2773.The horizontal coordinates were established by classical geodetic methods
 JD2773.and adjusted by the National Geodetic Survey in February 2000..
 JD2773
 JD2773
 JD2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2773
 JD2773.The geoid height was determined by GEOID03.
 JD2773
 JD2773;                    North         East     Units Scale Factor Converg.
 JD2773;SPC MO W     -   268,943.204   906,189.884   MT  0.99998004   +0 24 08.2
 JD2773;UTM  15      - 4,271,435.312   425,532.808   MT  0.99966829   -0 31 60.0
 JD2773
 JD2773                          SUPERSEDED SURVEY CONTROL
 JD2773
 JD2773  NAD 83(1997)-  38 35 17.79473(N)    093 51 18.14297(W) AD(       ) 4
 JD2773  NAD 83(1986)-  38 35 17.80180(N)    093 51 18.14136(W) AD(       ) 4
 JD2773  NAD 27      -  38 35 17.74871(N)    093 51 17.35754(W) AD(       ) 3
 JD2773
 JD2773.Superseded values are not recommended for survey control.
 JD2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2773.See file dsdata.txt to determine how the superseded data were derived.
 JD2773
 JD2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC2553371435(NAD 83)
 JD2773_MARKER: 53 = ELEVATED TANK
 JD2773
 JD2773  HISTORY     - Date     Condition        Report By
 JD2773  HISTORY     - 1963     FIRST OBSERVED   CGS
 JD2773
 JD2773                          STATION DESCRIPTION
 JD2773
 JD2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2773'THE STATION IS THE BALL ATOP THE TANK WHICH IS ON THE EAST
 JD2773'SIDE OF MAIN STREET AND ABOUT ONE BLOCK SOUTH OF THE BUSINESS
 JD2773'DISTRICT OF CHILHOWEE.
 JD2773'
 JD2773'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE, PAINTED
 JD2773'SILVER, AND IS ABOUT 110 FEET IN HEIGHT OVERALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1336 ***********************************************************************
 KD1336  DESIGNATION -  CHILLAIR 2
 KD1336  PID         -  KD1336
 KD1336  STATE/COUNTY-  MO/LIVINGSTON
 KD1336  USGS QUAD   -  WHEELING (1984)
 KD1336
 KD1336                         *CURRENT SURVEY CONTROL
 KD1336  ___________________________________________________________________
 KD1336* NAD 83(1997)-  39 46 42.96931(N)    093 29 44.12456(W)     ADJUSTED  
 KD1336* NAVD 88     -       234.6    (meters)     770.     (feet)  VERTCON   
 KD1336  ___________________________________________________________________
 KD1336  X           -    -299,287.455 (meters)                     COMP
 KD1336  Y           -  -4,899,495.139 (meters)                     COMP
 KD1336  Z           -   4,059,253.231 (meters)                     COMP
 KD1336  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 KD1336  ELLIP HEIGHT-         202.06  (meters)          (02/17/00) GPS OBS
 KD1336  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1336
 KD1336  HORZ ORDER  -  THIRD
 KD1336  ELLP ORDER  -  FOURTH    CLASS I
 KD1336
 KD1336.This mark is at Chillicothe Municipal Airport (CHT)
 KD1336
 KD1336.The horizontal coordinates were established by GPS observations
 KD1336.and adjusted by the National Geodetic Survey in February 2000..
 KD1336
 KD1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1336
 KD1336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1336
 KD1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1336
 KD1336.The ellipsoidal height was determined by GPS observations
 KD1336.and is referenced to NAD 83.
 KD1336
 KD1336.The geoid height was determined by GEOID03.
 KD1336
 KD1336;                    North         East     Units Scale Factor Converg.
 KD1336;SPC MO C     -   438,341.890   414,713.681   MT  1.00002285   -0 38 13.3
 KD1336;UTM  15      - 4,403,302.180   457,560.170   MT  0.99962217   -0 19 01.5
 KD1336
 KD1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1336!SPC MO C     -   0.99996830  x   1.00002285  =   0.99999115
 KD1336!UTM  15      -   0.99996830  x   0.99962217  =   0.99959048
 KD1336
 KD1336|---------------------------------------------------------------------|
 KD1336| PID    Reference Object                     Distance      Geod. Az  |
 KD1336|                                                           dddmmss.s |
 KD1336| KD1341 CHILLPORT AZ MK                     294.598 METERS 10915     |
 KD1336| KD1340 CHILLPORT                           396.509 METERS 34948     |
 KD1336|---------------------------------------------------------------------|
 KD1336
 KD1336                          SUPERSEDED SURVEY CONTROL
 KD1336
 KD1336  NAD 83(1997)-  39 46 42.96936(N)    093 29 44.12460(W) AD(       ) 3
 KD1336  NAD 83(1986)-  39 46 42.97168(N)    093 29 44.13206(W) AD(       ) 3
 KD1336  NGVD 29 (10/04/91)  234.6    (m)          770.     (f) GPS OBS        
 KD1336
 KD1336.Superseded values are not recommended for survey control.
 KD1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1336.See file dsdata.txt to determine how the superseded data were derived.
 KD1336
 KD1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5756003302(NAD 83)
 KD1336_MARKER: DH = HORIZONTAL CONTROL DISK
 KD1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1336_SP_SET: CONCRETE POST
 KD1336_STAMPING: CHILLAIR 2 1981
 KD1336_MARK LOGO: NGS   
 KD1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1336+STABILITY: SURFACE MOTION
 KD1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1336+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1991
 KD1336
 KD1336  HISTORY     - Date     Condition        Report By
 KD1336  HISTORY     - 1981     MONUMENTED       NGS
 KD1336  HISTORY     - 19810624 GOOD             NGS
 KD1336  HISTORY     - 19910416 GOOD             NGS
 KD1336
 KD1336                          STATION DESCRIPTION
 KD1336
 KD1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KD1336'THE STATION IS ABOUT 5.5 KM (3-1/4 MILES EAST-SOUTHEAST OF
 KD1336'CHILLICOTHE, 0.2 KM (0.15 MILE) NORTH OF U.S. HIGHWAY 36 AND ON THE
 KD1336'CHILLICOTHE MUNICIPAL AIRPORT.
 KD1336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 36, AT
 KD1336'THE SOUTH EDGE OF CHILLICOTHE, GO EAST ON HIGHWAY 36 FOR 5.0 KM (3.1
 KD1336'MILES) TO THE ENTRANCE TO THE AIRPORT ON THE LEFT. TURN LEFT AND GO
 KD1336'NORTH ON A PAVEN ROAD LEADING INTO THE AIRPORT FOR 0.2 KM (0.15 MILE)
 KD1336'TO A GRAVELED TRACK ROAD AND THE STATION ON THE LEFT.
 KD1336'STATION MARKS ARE STANDARD DISKS, STAMPED - CHILLAIR 2 1981 -. THE
 KD1336'SURFACE DISK IS SET IN A ROUND CONCRETE POST THAT IS FLUSH WITH THE
 KD1336'GROUND. THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 KD1336'THAT IS 1.07 METERS BELOW THE GROUND SURFACE. THE MARKS ARE 7.6 METERS
 KD1336'(25 FT) WEST OF THE CENTERLINE OF THE PAVED ENTRANCE ROAD, 3.8 METERS
 KD1336'(12.5 FT) NORHT OF THE CENTERLINE OF THE GRAVELED TRACK ROAD AND 0.6
 KD1336'METERS (2 FT) SOUTH OF A WITNESS POST.
 KD1336'MAGNETIC METERIAL WAS PLACED ABOVE THE UNDERGORUND MARK AND ADJACENT
 KD1336'TO THE SURFACE MARK.
 KD1336
 KD1336                          STATION RECOVERY (1981)
 KD1336
 KD1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KD1336'THE STATION IS ABOUT 5.5 KM (3.40 MI) EAST SOUTHEAST OF CHILLICOTHE,
 KD1336'0.2 KM (0.10 MI) NORTH OF US HIGHWAY 36 AND ON THE CHILLICOTHE
 KD1336'MUNICIPAL AIRPORT. TO REACH THE STATION FROM THE JUNCTION OF US
 KD1336'HIGHWAYS 65 AND 36, AT THE SOUTH EDGE OF CHILLICOTHE, GO EAST ON
 KD1336'HIGHWAY 36 FOR 5.0 KM (3.10 MI) TO THE ENTRANCE TO THE AIRPORT ON THE
 KD1336'LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD LEADING INTO THE AIRPORT
 KD1336'FOR 0.2 KM (0.10 MI) TO A GRAVELED TRACK ROAD AND THE STATION ON THE
 KD1336'LEFT. TO REACH THE AZIMUTH MARK FROM THE AIRPORT ENTRANCE, GO EAST ON
 KD1336'THE HIGHWAY FOR 0.48 KM (0.30 MI) TO A DRIVEWAY AND THE AZIMUTH MARK
 KD1336'ON THE LEFT, ABOUT 70 M (229.7 FT) OR 75 YARDS NORTH OF THE HIGHWAY.
 KD1336'STATION MARKS ARE STANDARD DISKS, STAMPED CHILLAIR 2 1981.  THE
 KD1336'SURFACE DISK IS SET IN A ROUND CONCRETE POST THAT IS FLUSH WITH THE
 KD1336'GROUND. THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF  CONCRETE
 KD1336'THAT IS 1.07 M (3.51 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 7.6
 KD1336'M (24.9 FT) WEST OF THE CENTERLINE OF THE PAVED ENTRANCE ROAD, 3.8 M
 KD1336'(12.5 FT) NORTH OF THE CENTERLINE OF THE GRAVELED TRACK ROAD AND 0.6 M
 KD1336'(2.0 FT) SOUTH OF A WITNESS POST. REFERENCE MARK 3 IS A STANDARD DISK,
 KD1336'STAMPED CHILLAIR 2 NO 3 1981, SET IN THE TOP OF A ROUND CONCRETE POST
 KD1336'THAT IS FLUSH WITH GROUND LOCATED 18.1 M (59.4 FT) WEST OF THE
 KD1336'CENTERLINE OF THE PAVED ROAD, 3.65 M (11.98 FT) NORTH OF THE
 KD1336'CENTERLINE OF THE GRAVELED TRACK ROAD AND IS ABOUT 0.6 M (2.0 FT)
 KD1336'LOWER THAN THE STATION. REFERENCE MARK 4 IS A STANDARD DISK, STAMPED
 KD1336'CHILLAIR 2 NO 4 1981, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 KD1336'FLUSH WITH GROUND LOCATED 14 M (45.9 FT) NORTH OF THE CENTERLINE OF
 KD1336'THE GRAVELED TRACK ROAD, 7.0 M (23.0 FT) WEST OF THE CENTERLINE OF THE
 KD1336'PAVED ROAD AND IS ABOUT 0.3 M (1.0 FT) LOWER THAN THE STATION. THE
 KD1336'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHILLAIR 1948 RESET 1963, SET
 KD1336'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH GROUND LOCATED
 KD1336'8.5 M (27.9 FT) WEST OF THE CENTERLINE OF THE GRAVELED DRIVEWAY, 0.75
 KD1336'M (2.46 FT) SOUTH OF A WITNESS POST AND 0.3 M (1.0 FT) WEST OF A
 KD1336'FENCE. THE TOP AND CENTER OF THE FARMERS ELECTRIC CO-OPERATIVE MAST
 KD1336'WAS OBSERVED UPON, THE TOP AND CENTER OF THE WEST MUNICIPAL TANK, A
 KD1336'PEDESTAL/SPHERE TYPE TANK, WAS OBSERVED UPON, THE BALL ATOP THE OLD
 KD1336'MUNICIPAL TANK WAS OBSERVED UPON AND THE TOP AND CENTER OF THE RURAL
 KD1336'WATER DISTRICT STANDPIPE WAS OBSERVED UPON.  MAGNETIC MATERIAL WAS
 KD1336'PLACED ABOVE THE UNDERGROUND MARK AND ADJACENT TO THE SURFACE MARK.
 KD1336
 KD1336                          STATION RECOVERY (1991)
 KD1336
 KD1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KD1336'STATION IS ABOUT 3.2 KM (2.0 MI) EAST OF CHILLICOTHE, AT THE
 KD1336'CHILLICOTHE MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF CHILLICOTHE, CITY
 KD1336'HALL, CHILLICOTHE, MO 64601.  AIRPORT MANAGER IS MIKE PAINTER, PHONE
 KD1336'816-646-2267, 646-5270, 646-5205 (RES.).
 KD1336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 36,
 KD1336'LOCATED AT THE SOUTH EDGE OF CHILLICOTHE, GO EAST ALONG HIGHWAY 36
 KD1336'EASTBOUND FOR 2.8 KM (1.7 MI) TO THE JUNCTION OF ROAD CC SOUTH.
 KD1336'CONTINUE EAST ALONG HIGHWAY 36 FOR 2.16 KM (1.34 MI) TO AN ASPHALT
 KD1336'ROAD ON THE LEFT.  TURN LEFT, NORTH, ALONG THE AIRPORT ACCESS ROAD
 KD1336'FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT AT A TRACK ROAD
 KD1336'LEADING WEST TO CORRALS AND HORSE PADDOCK AT FAIGROUNDS.
 KD1336'STATION IS 7.6 M (24.9 FT) WEST OF THE AIRPORT ACCESS ROAD, 3.2 M
 KD1336'(10.5 FT) NORTH OF THE CENTER OF TRACK ROAD, 0.61 M (2.00 FT)
 KD1336'SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1337 ***********************************************************************
 KD1337  DESIGNATION -  CHILLAIR AZ MK RESET
 KD1337  PID         -  KD1337
 KD1337  STATE/COUNTY-  MO/LIVINGSTON
 KD1337  USGS QUAD   -  WHEELING (1984)
 KD1337
 KD1337                         *CURRENT SURVEY CONTROL
 KD1337  ___________________________________________________________________
 KD1337* NAD 83(1997)-  39 46 36.07938(N)    093 29 21.23641(W)     ADJUSTED  
 KD1337* NAVD 88     -       229.5    (meters)     753.     (feet)  VERTCON   
 KD1337  ___________________________________________________________________
 KD1337  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KD1337  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1337
 KD1337  HORZ ORDER  -  THIRD
 KD1337
 KD1337.This mark is at Chillicothe Municipal Airport (CHT)
 KD1337
 KD1337.The horizontal coordinates were established by classical geodetic methods
 KD1337.and adjusted by the National Geodetic Survey in February 2000..
 KD1337
 KD1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1337
 KD1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1337
 KD1337.The geoid height was determined by GEOID03.
 KD1337
 KD1337;                    North         East     Units Scale Factor Converg.
 KD1337;SPC MO C     -   438,123.364   415,255.980   MT  1.00002172   -0 37 58.6
 KD1337;UTM  15      - 4,403,086.772   458,103.464   MT  0.99962161   -0 18 46.9
 KD1337
 KD1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1337!SPC MO C     -   0.99996910  x   1.00002172  =   0.99999082
 KD1337!UTM  15      -   0.99996910  x   0.99962161  =   0.99959072
 KD1337
 KD1337                          SUPERSEDED SURVEY CONTROL
 KD1337
 KD1337  NAD 83(1997)-  39 46 36.07954(N)    093 29 21.23641(W) AD(       ) 3
 KD1337  NAD 83(1986)-  39 46 36.08198(N)    093 29 21.24519(W) AD(       ) 3
 KD1337  NGVD 29 (10/04/91)  229.5    (m)          753.     (f) VERT ANG       
 KD1337
 KD1337.Superseded values are not recommended for survey control.
 KD1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1337.See file dsdata.txt to determine how the superseded data were derived.
 KD1337
 KD1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5810303087(NAD 83)
 KD1337_MARKER: DZ = AZIMUTH MARK DISK
 KD1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1337_SP_SET: SQUARE CONCRETE MONUMENT
 KD1337_MARK LOGO: CGS   
 KD1337_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1337+STABILITY: SURFACE MOTION
 KD1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1337+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1981
 KD1337
 KD1337  HISTORY     - Date     Condition        Report By
 KD1337  HISTORY     - 1963     MONUMENTED       CGS
 KD1337  HISTORY     - 19810624 GOOD             NGS
 KD1337
 KD1337                          STATION DESCRIPTION
 KD1337
 KD1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KD1337'STATION IS ABOUT 5.6 KM (3-1/2 MILES) EAST SOUTHEAST OF CHILLICOTHE,
 KD1337'70 M (75 YDS) NORTH OF U.S. HIGHWAY 36 AND AT THE SOUTHEAST CORNER OF
 KD1337'THE CHILLICOTHE MUNICIPAL AIRPORT, ON AIRPORT PROPERTY.
 KD1337'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 65, AT
 KD1337'THE SOUTH EDGE OF CHILLICOTHE. GO EAST ON HIGHWAY 36 FOR 5.47 KM (3.4
 KD1337'MILES) TO A DRIVEWAY ON THE LEFT AND THE MARK ABOUT 70 M (75YDS) NORTH
 KD1337'ALONG THE DRIVEWAY.
 KD1337'MARK IS A STANDARD AZIMUTH DISK, STAMPED - CHILLAIR 1948 RESET 1963 -
 KD1337'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH. IT IS 8.5 M
 KD1337'(28 FT) WEST OF THE CENTERLINE OF THE DRIVEWAY, 0.75M (2.5 FT) SOUTH
 KD1337'OF A WITNESS POST AND 0.3 M (1 FT) WEST OF A FENCE.
 KD1337'DISTANCE SHOWN TO CHILLAIR 2 WAS MEASURED ELECTRONICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1287 ***********************************************************************
 KD1287  DESIGNATION -  CHILLICOTHE
 KD1287  PID         -  KD1287
 KD1287  STATE/COUNTY-  MO/LIVINGSTON
 KD1287  USGS QUAD   -  CHILLICOTHE (1984)
 KD1287
 KD1287                         *CURRENT SURVEY CONTROL
 KD1287  ___________________________________________________________________
 KD1287* NAD 83(1997)-  39 46 34.83029(N)    093 32 42.64397(W)     ADJUSTED  
 KD1287* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 KD1287  ___________________________________________________________________
 KD1287  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 KD1287  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD1287
 KD1287  HORZ ORDER  -  THIRD
 KD1287
 KD1287.The horizontal coordinates were established by classical geodetic methods
 KD1287.and adjusted by the National Geodetic Survey in February 2000..
 KD1287
 KD1287.The orthometric height was scaled from a topographic map.
 KD1287
 KD1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1287
 KD1287.The geoid height was determined by GEOID03.
 KD1287
 KD1287;                    North         East     Units Scale Factor Converg.
 KD1287;SPC MO C     -   438,139.287   410,462.694   MT  1.00003200   -0 40 07.5
 KD1287;UTM  15      - 4,403,075.935   453,312.093   MT  0.99962683   -0 20 55.7
 KD1287
 KD1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1287!SPC MO C     -   0.99996965  x   1.00003200  =   1.00000165
 KD1287!UTM  15      -   0.99996965  x   0.99962683  =   0.99959649
 KD1287
 KD1287:                Primary Azimuth Mark                     Grid Az
 KD1287:SPC MO C     -  CHILLICOTHE MUNICIPAL TANK               004 11 43.9
 KD1287:UTM  15      -  CHILLICOTHE MUNICIPAL TANK               003 52 32.1
 KD1287
 KD1287|---------------------------------------------------------------------|
 KD1287| PID    Reference Object                     Distance      Geod. Az  |
 KD1287|                                                           dddmmss.s |
 KD1287| KD1288 CHILLICOTHE MUNICIPAL TANK          APPROX. 2.1 KM 0033136.4 |
 KD1287| KD1292 SWAIN RESET                         APPROX. 7.5 KM 1863226.4 |
 KD1287| CL9071 CHILLICOTHE RM 1                     31.230 METERS 22048     |
 KD1287| CL9070 CHILLICOTHE AZ MK                                  2803223.2 |
 KD1287| CL9072 CHILLICOTHE RM 2                     26.756 METERS 30934     |
 KD1287|---------------------------------------------------------------------|
 KD1287
 KD1287                          SUPERSEDED SURVEY CONTROL
 KD1287
 KD1287  NAD 83(1997)-  39 46 34.83077(N)    093 32 42.64518(W) AD(       ) 3
 KD1287  NAD 83(1997)-  39 46 34.83268(N)    093 32 42.65063(W) AD(       ) 3
 KD1287  NAD 83(1986)-  39 46 34.83399(N)    093 32 42.64980(W) AD(       ) 3
 KD1287  NAD 27      -  39 46 34.78070(N)    093 32 41.87440(W) AD(       ) 3
 KD1287
 KD1287.Superseded values are not recommended for survey control.
 KD1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1287.See file dsdata.txt to determine how the superseded data were derived.
 KD1287
 KD1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5331203076(NAD 83)
 KD1287_MARKER: DS = TRIANGULATION STATION DISK
 KD1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1287
 KD1287  HISTORY     - Date     Condition        Report By
 KD1287  HISTORY     - 1948     MONUMENTED       CGS
 KD1287  HISTORY     - 1963     MARK NOT FOUND   MOHC
 KD1287  HISTORY     - 1974     MARK NOT FOUND   NGS
 KD1287
 KD1287                          STATION DESCRIPTION
 KD1287
 KD1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1287'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF CHILLICOTHE,
 KD1287'0.1 MILE NORTH OF THE CENTER OF U.S. HIGHWAY NO. 36, 57.0
 KD1287'FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE MC INTOSH
 KD1287'TRUCK AND TRACTOR CO. WAREHOUSE, AND 32.0 FEET NORTHWEST OF
 KD1287'A DOUBLE DOOR OF THE WEST ENTRANCE TO WAREHOUSE, AND 26.0
 KD1287'FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE MC INTOSH
 KD1287'TRUCK AND TRACTOR CO. WAREHOUSE.  IT IS SET FLUSH WITH THE
 KD1287'GROUND AND IS STAMPED CHILLICOTHE 1948.
 KD1287'
 KD1287'REFERENCE MARK NO. 1 IS 24.0 FEET WEST OF THE CENTER OF THE
 KD1287'WAREHOUSE DRIVE AND 1.0 FOOT WEST OF A FENCE CORNER.  IT
 KD1287'PROJECTS 8 INCHES AND IS STAMPED CHILLICOTHE NO 1 1948.
 KD1287'
 KD1287'REFERENCE MARK NO. 2 IS 1.0 FOOT EAST OF A NORTH-SOUTH FENCE.
 KD1287'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED CHILLICOTHE
 KD1287'NO 2 1948.
 KD1287'
 KD1287'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. DISK CEMENTED
 KD1287'IN A DRILL HOLE FLUSH WITH THE TOP OF A SIDEWALK AROUND THE
 KD1287'HUTCHINSON DAIRY BUILDING.  IT IS 3.0 FEET SOUTH-SOUTHEAST OF THE
 KD1287'SOUTHEAST CORNER OF THE HUTCHINSON DAIRY AND 92.0 FEET WEST OF
 KD1287'THE CENTER OF U.S. HIGHWAY NO. 65.  IT IS STAMPED CHILLICOTHE
 KD1287'1948.
 KD1287'
 KD1287'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE
 KD1287'COURTHOUSE SQUARE IN CHILLICOTHE, GO SOUTH ON U.S. HIGHWAY
 KD1287'NO. 65 FOR 1.1 MILES TO THE HUTCHINSON DAIRY ON THE RIGHT
 KD1287'AND AZIMUTH MARK IN THE SIDEWALK AS DESCRIBED.  CONTINUE SOUTH
 KD1287'ON U.S. HIGHWAY NO. 65 FOR 0.1 MILE TO ITS JUNCTION WITH U.S.
 KD1287'HIGHWAY NO. 36, TURN LEFT AND GO EAST ON U.S. HIGHWAY NO. 36
 KD1287'FOR 0.45 MILE TO A GRAVELED DRIVEWAY ON THE LEFT, TURN LEFT
 KD1287'ON DRIVEWAY AND GO NORTH FOR 0.1 MILE TO THE WEST END OF THE
 KD1287'MC INTOSH TRUCK AND TRACTOR CO. WAREHOUSE AND STATION AS
 KD1287'DESCRIBED.
 KD1287'
 KD1287'A 74 FOOT SIGNAL AT STATION SWAIN IS VISIBLE AT 50 FEET.
 KD1287'
 KD1287'A 113 FOOT SIGNAL AT STATION MOORESVILLE IS VISIBLE AT 50 FEET.
 KD1287'
 KD1287'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1287
 KD1287                          STATION RECOVERY (1963)
 KD1287
 KD1287'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1963 (PEC)
 KD1287'STATION MARK WAS DESTROYED DUE TO CONSTRUCTION OF A NEW
 KD1287'ADDITION ON THE MC INTOSH TRUCK AND TRACTOR CO. BUILDING.  NEW
 KD1287'ADDITION NOW OCCUPIES STATIONS SITE.
 KD1287'
 KD1287'THE AZIMUTH MARK AND R.M. 2 ARE IN GOOD CONDITION.  R.M. 1
 KD1287'IS IN POOR CONDITION AND IS LOOSE.
 KD1287
 KD1287                          STATION RECOVERY (1974)
 KD1287
 KD1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KD1287'REFERENCE MARK 1 WAS FOUND EXPOSED AND TILTED SLIGHTLY.  THE STATION
 KD1287'MARK WAS SEARCHED FOR AND THE MEASUREMENT FROM REFERENCE MARK 1
 KD1287'SHOWS THE STATION MARK TO BE DESTROYED BY THE ADDITION TO THE
 KD1287'INDUSTRIAL EQUIPMENT COMPANY BRICK BUILDING.  REFERENCE MARK 2
 KD1287'COULD NOT BE FOUND.  THE AZIMUTH MARK WAS SEARCHED FOR AND
 KD1287'COULD NOT BE FOUND, THE HUTCHINSON DAIRY BUILDING AT THE SITE OF THE
 KD1287'AZIMUTH MARK HAS BEEN REMOVED AND THE SITE IS NOW OCCUPIED BY AN
 KD1287'IGA FOODLINER BUILDING.
 KD1287'
 KD1287'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CHILLICOTHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1285 ***********************************************************************
 KD1285  DESIGNATION -  CHILLICOTHE CHURCH SPIRE
 KD1285  PID         -  KD1285
 KD1285  STATE/COUNTY-  MO/LIVINGSTON
 KD1285  USGS QUAD   -  CHILLICOTHE (1984)
 KD1285
 KD1285                         *CURRENT SURVEY CONTROL
 KD1285  ___________________________________________________________________
 KD1285* NAD 83(1997)-  39 47 55.62728(N)    093 32 57.81226(W)     ADJUSTED  
 KD1285* NAVD 88     -                                                        
 KD1285  ___________________________________________________________________
 KD1285  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 KD1285  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD1285
 KD1285  HORZ ORDER  -  THIRD
 KD1285
 KD1285.The horizontal coordinates were established by classical geodetic methods
 KD1285.and adjusted by the National Geodetic Survey in February 2000..
 KD1285
 KD1285
 KD1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1285
 KD1285.The geoid height was determined by GEOID03.
 KD1285
 KD1285;                    North         East     Units Scale Factor Converg.
 KD1285;SPC MO C     -   440,635.346   410,130.946   MT  1.00003273   -0 40 18.3
 KD1285;UTM  15      - 4,405,569.090   452,966.549   MT  0.99962723   -0 21 06.0
 KD1285
 KD1285                          SUPERSEDED SURVEY CONTROL
 KD1285
 KD1285  NAD 83(1997)-  39 47 55.62805(N)    093 32 57.81235(W) AD(       ) 4
 KD1285  NAD 83(1997)-  39 47 55.62960(N)    093 32 57.81810(W) AD(       ) 4
 KD1285  NAD 83(1986)-  39 47 55.62915(N)    093 32 57.81831(W) AD(       ) 4
 KD1285  NAD 27      -  39 47 55.55100(N)    093 32 57.05600(W) AD(       ) 3
 KD1285
 KD1285.Superseded values are not recommended for survey control.
 KD1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1285.See file dsdata.txt to determine how the superseded data were derived.
 KD1285
 KD1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5296705569(NAD 83)
 KD1285_MARKER: 90 = CHURCH SPIRE
 KD1285
 KD1285  HISTORY     - Date     Condition        Report By
 KD1285  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1285  HISTORY     - 1935     GOOD             CGS
 KD1285  HISTORY     - 20041126 GOOD             GEOCAC
 KD1285
 KD1285                          STATION DESCRIPTION
 KD1285
 KD1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1285'CATHOLIC CHURCH SPIRE.  LOCATED IN THE N PART OF THE CITY
 KD1285'OF CHILLICOTHE, 3 BLOCKS E AND 4 BLOCKS N OF THE NE CORNER
 KD1285'OF THE LIVINGSTON COUNTY COURTHOUSE BLOCK, AT 10TH AND VINE
 KD1285'STREETS.  THE SPIRE IS ABOUT 50 FEET E OF VINE STREET AND
 KD1285'100 FEET S OF 10TH STREET.  BUILDING AND SPIRE ARE IN GOOD
 KD1285'CONDITION.
 KD1285
 KD1285                          STATION RECOVERY (2004)
 KD1285
 KD1285'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD1285'ST. COLUMBANS CATHOLIC CHURCH AT 10TH AND TRENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1286 ***********************************************************************
 KD1286  DESIGNATION -  CHILLICOTHE MUN UTILITIES STK
 KD1286  PID         -  KD1286
 KD1286  STATE/COUNTY-  MO/LIVINGSTON
 KD1286  USGS QUAD   -  CHILLICOTHE (1984)
 KD1286
 KD1286                         *CURRENT SURVEY CONTROL
 KD1286  ___________________________________________________________________
 KD1286* NAD 83(1997)-  39 47 04.48400(N)    093 33 34.69764(W)     ADJUSTED  
 KD1286* NAVD 88     -                                                        
 KD1286  ___________________________________________________________________
 KD1286  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 KD1286  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD1286
 KD1286  HORZ ORDER  -  THIRD
 KD1286
 KD1286.The horizontal coordinates were established by classical geodetic methods
 KD1286.and adjusted by the National Geodetic Survey in February 2000..
 KD1286
 KD1286
 KD1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1286
 KD1286.The geoid height was determined by GEOID03.
 KD1286
 KD1286;                    North         East     Units Scale Factor Converg.
 KD1286;SPC MO C     -   439,068.387   409,234.803   MT  1.00003472   -0 40 41.2
 KD1286;UTM  15      - 4,403,997.788   452,079.533   MT  0.99962827   -0 21 29.2
 KD1286
 KD1286                          SUPERSEDED SURVEY CONTROL
 KD1286
 KD1286  NAD 83(1997)-  39 47 04.48415(N)    093 33 34.69869(W) AD(       ) 4
 KD1286  NAD 83(1997)-  39 47 04.48774(N)    093 33 34.70346(W) AD(       ) 4
 KD1286  NAD 83(1986)-  39 47 04.48823(N)    093 33 34.70312(W) AD(       ) 4
 KD1286  NAD 27      -  39 47 04.42800(N)    093 33 33.94700(W) AD(       ) 3
 KD1286
 KD1286.Superseded values are not recommended for survey control.
 KD1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1286.See file dsdata.txt to determine how the superseded data were derived.
 KD1286
 KD1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5208003998(NAD 83)
 KD1286_MARKER: 63 = STACK
 KD1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD1286+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 KD1286
 KD1286  HISTORY     - Date     Condition        Report By
 KD1286  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1286  HISTORY     - 1935     GOOD             CGS
 KD1286  HISTORY     - 1948     GOOD             CGS
 KD1286  HISTORY     - 20040821 GOOD             GEOCAC
 KD1286  HISTORY     - 20041128 MARK NOT FOUND   GEOCAC
 KD1286
 KD1286                          STATION DESCRIPTION
 KD1286
 KD1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1286'CHILLICOTHE MUNICIPAL UTILITIES COMPANY SMOKESTACK IS IN
 KD1286'THE SW EDGE OF THE CITY OF CHILLICOTHE, ABOUT 0.3 MILE W OF
 KD1286'THE VIADUCT ON U.S. HIGHWAY 65 OVER THE CHICAGO, BURLINGTON
 KD1286'AND QUINCY RAILWAY TRACKS, 100 FEET N OF THE CHICAGO, BURLINGTON,
 KD1286'AND QUINCY RAILWAY TRACKS, AND 150 FEET S OF THE WABASH
 KD1286'RAILWAY TRACKS, AND 15 FEET W OF THE POWER PLANT BUILDING.
 KD1286'A CONCRETE SMOKESTACK 175 FEET IN HEIGHT, CONSTRUCTED IN
 KD1286'1924 AND IN GOOD CONDITION.
 KD1286
 KD1286                          STATION RECOVERY (1948)
 KD1286
 KD1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1286'THE STACK IS LOCATED AT THE SOUTHWEST EDGE OF CHILLICOTHE,
 KD1286'IT IS A ROUND CEMENT STACK 12 FEET IN DIAMETER AND 184 FEET
 KD1286'HIGH, SET AT THE NORTHWEST CORNER OF A LARGE RED BRICK BUILDING.
 KD1286'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE STACK.
 KD1286'
 KD1286'PROBABLY THE SAME STATION AS CHILLICOTHE, SMOKESTACK, 1928.
 KD1286
 KD1286                          STATION RECOVERY (2004)
 KD1286
 KD1286'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD1286'RECOVERED IN GOOD CONDITION.
 KD1286
 KD1286                          STATION RECOVERY (2004)
 KD1286
 KD1286'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD1286'THE CONCRETE STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1288 ***********************************************************************
 KD1288  DESIGNATION -  CHILLICOTHE MUNICIPAL TANK
 KD1288  PID         -  KD1288
 KD1288  STATE/COUNTY-  MO/LIVINGSTON
 KD1288  USGS QUAD   -  CHILLICOTHE (1984)
 KD1288
 KD1288                         *CURRENT SURVEY CONTROL
 KD1288  ___________________________________________________________________
 KD1288* NAD 83(1997)-  39 47 41.74232(N)    093 32 37.29795(W)     ADJUSTED  
 KD1288* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 KD1288  ___________________________________________________________________
 KD1288  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 KD1288  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD1288
 KD1288  HORZ ORDER  -  THIRD
 KD1288
 KD1288.The horizontal coordinates were established by classical geodetic methods
 KD1288.and adjusted by the National Geodetic Survey in February 2000..
 KD1288
 KD1288.The orthometric height was scaled from a topographic map.
 KD1288
 KD1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1288
 KD1288.The geoid height was determined by GEOID03.
 KD1288
 KD1288;                    North         East     Units Scale Factor Converg.
 KD1288;SPC MO C     -   440,201.417   410,613.970   MT  1.00003166   -0 40 05.0
 KD1288;UTM  15      - 4,405,138.041   453,451.793   MT  0.99962667   -0 20 52.8
 KD1288
 KD1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1288!SPC MO C     -   0.99996839  x   1.00003166  =   1.00000005
 KD1288!UTM  15      -   0.99996839  x   0.99962667  =   0.99959507
 KD1288
 KD1288                          SUPERSEDED SURVEY CONTROL
 KD1288
 KD1288  NAD 83(1997)-  39 47 41.74189(N)    093 32 37.29919(W) AD(       ) 4
 KD1288  NAD 83(1997)-  39 47 41.74622(N)    093 32 37.30430(W) AD(       ) 4
 KD1288  NAD 83(1986)-  39 47 41.74712(N)    093 32 37.30357(W) AD(       ) 4
 KD1288  NAD 27      -  39 47 41.68100(N)    093 32 36.52700(W) AD(       ) 3
 KD1288
 KD1288.Superseded values are not recommended for survey control.
 KD1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1288.See file dsdata.txt to determine how the superseded data were derived.
 KD1288
 KD1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5345205138(NAD 83)
 KD1288_MARKER: 53 = ELEVATED TANK
 KD1288_MARK LOGO: CGS   
 KD1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1288+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1981
 KD1288
 KD1288  HISTORY     - Date     Condition        Report By
 KD1288  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1288  HISTORY     - 1935     GOOD             CGS
 KD1288  HISTORY     - 1948     GOOD             CGS
 KD1288  HISTORY     - 19810624 GOOD             NGS
 KD1288  HISTORY     - 20041126 GOOD             GEOCAC
 KD1288
 KD1288                          STATION DESCRIPTION
 KD1288
 KD1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1288'CITY WATER TANK.  LOCATED IN THE E PART OF THE CITY OF
 KD1288'CHILLICOTHE, 6-1/2 BLOCKS E AND 1/2 BLOCK N OF THE NE
 KD1288'CORNER OF THE LIVINGSTON COUNTY COURTHOUSE BLOCK, 100 FEET W
 KD1288'OF THE CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC RAILWAY TRACKS,
 KD1288'196 FEET NW OF THE NW CORNER OF THE PASSENGER DEPOT, 240 FEET
 KD1288'E OF BROADWAY STREET, AND 100 FEET S OF CALHOUN STREET.  THE
 KD1288'TANK WAS BUILT IN 1925 AND WAS FOUND IN GOOD CONDITION.
 KD1288
 KD1288                          STATION RECOVERY (1948)
 KD1288
 KD1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1288'THE TANK IS LOCATED AT THE EAST EDGE OF CHILLICOTHE, 200 FEET
 KD1288'NORTHWEST OF THE DEPOT, 150 FEET WEST OF THE RAILROAD TRACKS,
 KD1288'110 FEET SOUTH OF THE CENTER OF AN EAST-WEST STREET AND 75 FEET
 KD1288'WEST OF A NORTH-SOUTH STREET.  IT IS A SIX LEGGED STEEL
 KD1288'STRUCTURE SUPPORTING A TANK ON THE TOP.  IT IS 150 FEET HIGH.
 KD1288'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 KD1288'
 KD1288'PROBABLY THE SAME STATION AS CHILLICOTHE, CITY WATER TANK, 1928.
 KD1288
 KD1288                          STATION RECOVERY (1981)
 KD1288
 KD1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KD1288'THE TANK IS LOCATED AT THE EAST EDGE OF CHILLICOTHE, 200 FEET
 KD1288'NORTHWEST OF THE DEPOT, 150 FEET WEST OF THE RAILROAD TRACKS,
 KD1288'110 FEET SOUTH OF THE CENTER OF AN EAST-WEST STREET AND 75 FEET
 KD1288'WEST OF A NORTH-SOUTH STREET.  IT IS A SIX LEGGED STEEL
 KD1288'STRUCTURE SUPPORTING A TANK ON THE TOP.  IT IS 150 FEET HIGH.
 KD1288'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 KD1288
 KD1288                          STATION RECOVERY (2004)
 KD1288
 KD1288'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1340 ***********************************************************************
 KD1340  DESIGNATION -  CHILLPORT
 KD1340  PID         -  KD1340
 KD1340  STATE/COUNTY-  MO/LIVINGSTON
 KD1340  USGS QUAD   -  WHEELING (1984)
 KD1340
 KD1340                         *CURRENT SURVEY CONTROL
 KD1340  ___________________________________________________________________
 KD1340* NAD 83(1997)-  39 46 55.62244(N)    093 29 47.07455(W)     ADJUSTED  
 KD1340* NAVD 88     -       236.1    (meters)     775.     (feet)  VERTCON   
 KD1340  ___________________________________________________________________
 KD1340  X           -    -299,342.368 (meters)                     COMP
 KD1340  Y           -  -4,899,242.754 (meters)                     COMP
 KD1340  Z           -   4,059,554.092 (meters)                     COMP
 KD1340  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 KD1340  ELLIP HEIGHT-         203.54  (meters)          (02/17/00) GPS OBS
 KD1340  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD1340
 KD1340  HORZ ORDER  -  THIRD
 KD1340  ELLP ORDER  -  FOURTH    CLASS I
 KD1340
 KD1340.This mark is at Chillicothe Municipal Airport (CHT)
 KD1340
 KD1340.The horizontal coordinates were established by GPS observations
 KD1340.and adjusted by the National Geodetic Survey in February 2000..
 KD1340
 KD1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1340
 KD1340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1340
 KD1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1340
 KD1340.The ellipsoidal height was determined by GPS observations
 KD1340.and is referenced to NAD 83.
 KD1340
 KD1340.The geoid height was determined by GEOID03.
 KD1340
 KD1340;                    North         East     Units Scale Factor Converg.
 KD1340;SPC MO C     -   438,732.900   414,647.826   MT  1.00002299   -0 38 15.4
 KD1340;UTM  15      - 4,403,692.660   457,492.160   MT  0.99962224   -0 19 03.5
 KD1340
 KD1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1340!SPC MO C     -   0.99996807  x   1.00002299  =   0.99999106
 KD1340!UTM  15      -   0.99996807  x   0.99962224  =   0.99959032
 KD1340
 KD1340:                Primary Azimuth Mark                     Grid Az
 KD1340:SPC MO C     -  CHILLPORT AZ MK                          145 05 06.7
 KD1340:UTM  15      -  CHILLPORT AZ MK                          144 45 54.8
 KD1340
 KD1340|---------------------------------------------------------------------|
 KD1340| PID    Reference Object                     Distance      Geod. Az  |
 KD1340|                                                           dddmmss.s |
 KD1340| KD1341 CHILLPORT AZ MK                     APPROX. 0.6 KM 1442651.3 |
 KD1340|---------------------------------------------------------------------|
 KD1340
 KD1340                          SUPERSEDED SURVEY CONTROL
 KD1340
 KD1340  NAD 83(1997)-  39 46 55.62248(N)    093 29 47.07460(W) AD(       ) 3
 KD1340  NAD 83(1986)-  39 46 55.62468(N)    093 29 47.08204(W) AD(       ) 3
 KD1340  NGVD 29 (10/04/91)  236.0    (m)          774.     (f) GPS OBS        
 KD1340
 KD1340.Superseded values are not recommended for survey control.
 KD1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1340.See file dsdata.txt to determine how the superseded data were derived.
 KD1340
 KD1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5749203693(NAD 83)
 KD1340_MARKER: I = METAL ROD
 KD1340_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD1340_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD1340_STAMPING: CHILLPORT 1991
 KD1340_MARK LOGO: NGS   
 KD1340_PROJECTION: FLUSH
 KD1340_MAGNETIC: I = MARKER IS A STEEL ROD
 KD1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1340+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 KD1340_ROD/PIPE-DEPTH: 6.4  meters
 KD1340_SLEEVE-DEPTH  : 1.0 meters
 KD1340
 KD1340  HISTORY     - Date     Condition        Report By
 KD1340  HISTORY     - 1991     MONUMENTED       NGS
 KD1340  HISTORY     - 20060202 GOOD             MODNR
 KD1340
 KD1340                          STATION DESCRIPTION
 KD1340
 KD1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KD1340'STATION IS ABOUT 3.2 KM (2.0 MI) EAST OF CHILLICOTHE, AT THE
 KD1340'CHILLICOTHE MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF CHILLICOTHE, CITY
 KD1340'HALL, CHILLICOTHE, MO 64601.  AIRPORT MANAGER IS MIKE PAINTER, PHONE
 KD1340'816-646-2267 (MAYORS OFFICE), 646-5270 (AIRPORT), 646-5205 (MANAGER).
 KD1340'ALSO ON SITE CONTACT IS JOE PAINTER, PHONE IS 646-2557 (RES.).
 KD1340'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 36 AT
 KD1340'THE SOUTH EDGE OF CHILLICOTHE, GO EAST ALONG HIGHWAY 36 EASTBOUND FOR
 KD1340'2.7 KM (1.7 MI) TO JUNCTION OF ROAD CC SOUTH.  CONTINUE EASTBOUND
 KD1340'ALONG HIGHWAY 36 FOR 2.1 KM (1.3 MI) TO AN ASPHALT ROAD ON THE LEFT.
 KD1340'TURN LEFT, NORTH, ALONG AIRPORT ACCESS ROAD FOR 0.48 KM (0.30 MI) TO
 KD1340'AIRPORT OFFICE AT THE CHILLICOTHE FLYING SERVICE BUILDING. PASS
 KD1340'AROUND BUILDINGS AND GO NORTH AND NORTHWEST ON THE APRON AND TAXI FOR
 KD1340'0.16 KM (0.10 MI) TO THE JUNCTION OF THE RUNWAY. TURN LEFT,
 KD1340'NORTHWEST, ON TAXI FOR 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT
 KD1340'JUST BEFORE REACHING THE JUNCTION OF A PAVED CROSSOVER TAXI TO THE
 KD1340'RUNWAY AND A NE-SW TURF RUNWAY.
 KD1340'STATION IS 52.8 M (173.2 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY,
 KD1340'20.5 M (67.3 FT) NORTHEAST OF THE CENTER OF THE TAXIWAY, 22.9 M
 KD1340'(75.1 FT) SOUTHEAST OF THE CENTER OF THE TAXI CROSSOVER, AND 25.9 M
 KD1340'(85.0 FT) NORTH OF A TAXI LIGHT.
 KD1340
 KD1340                          STATION RECOVERY (2006)
 KD1340
 KD1340'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 KD1340'NEW AIRPORT MANAGER IS BILL KIEFFER TELEPHONE 660-646-2267. REST OF
 KD1340'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1341 ***********************************************************************
 KD1341  DESIGNATION -  CHILLPORT AZ MK
 KD1341  PID         -  KD1341
 KD1341  STATE/COUNTY-  MO/LIVINGSTON
 KD1341  USGS QUAD   -  WHEELING (1984)
 KD1341
 KD1341                         *CURRENT SURVEY CONTROL
 KD1341  ___________________________________________________________________
 KD1341* NAD 83(1997)-  39 46 39.81939(N)    093 29 32.43746(W)     ADJUSTED  
 KD1341* NAVD 88     -       231.9    (meters)     761.     (feet)  VERTCON   
 KD1341  ___________________________________________________________________
 KD1341  X           -    -299,013.507 (meters)                     COMP
 KD1341  Y           -  -4,899,572.070 (meters)                     COMP
 KD1341  Z           -   4,059,176.846 (meters)                     COMP
 KD1341  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 KD1341  ELLIP HEIGHT-         199.37  (meters)          (02/17/00) GPS OBS
 KD1341  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1341
 KD1341  HORZ ORDER  -  THIRD
 KD1341  ELLP ORDER  -  FOURTH    CLASS I
 KD1341
 KD1341.This mark is at Chillicothe Municipal Airport (CHT)
 KD1341
 KD1341.The horizontal coordinates were established by GPS observations
 KD1341.and adjusted by the National Geodetic Survey in February 2000..
 KD1341
 KD1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1341
 KD1341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1341
 KD1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1341
 KD1341.The ellipsoidal height was determined by GPS observations
 KD1341.and is referenced to NAD 83.
 KD1341
 KD1341.The geoid height was determined by GEOID03.
 KD1341
 KD1341;                    North         East     Units Scale Factor Converg.
 KD1341;SPC MO C     -   438,241.657   414,990.711   MT  1.00002227   -0 38 05.8
 KD1341;UTM  15      - 4,403,203.536   457,837.644   MT  0.99962188   -0 18 54.0
 KD1341
 KD1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1341!SPC MO C     -   0.99996872  x   1.00002227  =   0.99999099
 KD1341!UTM  15      -   0.99996872  x   0.99962188  =   0.99959062
 KD1341
 KD1341|---------------------------------------------------------------------|
 KD1341| PID    Reference Object                     Distance      Geod. Az  |
 KD1341|                                                           dddmmss.s |
 KD1341| KD1336 CHILLAIR 2                          294.598 METERS 28915     |
 KD1341| KD1340 CHILLPORT                           APPROX. 0.6 KM 3242700.7 |
 KD1341|---------------------------------------------------------------------|
 KD1341
 KD1341                          SUPERSEDED SURVEY CONTROL
 KD1341
 KD1341  NAD 83(1997)-  39 46 39.81944(N)    093 29 32.43750(W) AD(       ) 3
 KD1341  NAD 83(1986)-  39 46 39.82156(N)    093 29 32.44436(W) AD(       ) 3
 KD1341  NGVD 29 (10/04/91)  231.9    (m)          761.     (f) GPS OBS        
 KD1341
 KD1341.Superseded values are not recommended for survey control.
 KD1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1341.See file dsdata.txt to determine how the superseded data were derived.
 KD1341
 KD1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5783803204(NAD 83)
 KD1341_MARKER: I = METAL ROD
 KD1341_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD1341_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD1341_STAMPING: CHILLPORT AZ MK 1991
 KD1341_MARK LOGO: NGS   
 KD1341_PROJECTION: FLUSH
 KD1341_MAGNETIC: I = MARKER IS A STEEL ROD
 KD1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1341+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 KD1341_ROD/PIPE-DEPTH: 5.8  meters
 KD1341_SLEEVE-DEPTH  : 1.0 meters
 KD1341
 KD1341  HISTORY     - Date     Condition        Report By
 KD1341  HISTORY     - 1991     MONUMENTED       NGS
 KD1341  HISTORY     - 20060202 GOOD             MODNR
 KD1341
 KD1341                          STATION DESCRIPTION
 KD1341
 KD1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KD1341'STATION IS ABOUT 3.2 KM (2.0 MI) EAST OF CHILLICOTHE, AT THE
 KD1341'CHILLICOTHE MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF CHILLICOTHE, CITY
 KD1341'HALL, CHILLICOTHE, MO 64601.  AIRPORT MANAGER IS MIKE PAINTER, PHONE
 KD1341'816-646-2267 (MAYORS OFFICE), 646-5270 (AIRPORT), 646-5205 (MANAGER).
 KD1341'ALSO ON SITE CONTACT IS JOE PAINTER, PHONE IS 646-2557 (RES.).
 KD1341'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 36 AT
 KD1341'THE SOUTH EDGE OF CHILLICOTHE, GO EAST ALONG HIGHWAY 36 EASTBOUND FOR
 KD1341'2.7 KM (1.7 MI) TO JUNCTION OF ROAD CC SOUTH.  CONTINUE EASTBOUND
 KD1341'ALONG HIGHWAY 36 FOR 2.1 KM (1.3 MI) TO AN ASPHALT ROAD ON THE LEFT.
 KD1341'TURN LEFT, NORTH, ALONG AIRPORT ACCESS ROAD FOR 0.48 KM (0.30 MI) TO
 KD1341'AIRPORT OFFICE AT THE CHILLICOTHE FLYING SERVICE BUILDING. PASS
 KD1341'AROUND BUILDINGS AND GO NORTH AND NORTHWEST ALONG THE APRON AND TAXI
 KD1341'FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF THE RUNWAY. TURN RIGHT,
 KD1341'SOUTHEAST, ALONG TAXIWAY FOR 0.32 KM (0.20 MI) TO THE SOUTHEAST END
 KD1341'OF RUNWAY 14-32 AND THE STATION BETWEEN THE TAXIWAY AND THE RUNWAY IN
 KD1341'A GRASSY AREA.
 KD1341'STATION IS 23.8 M (78.1 FT) NORTHWEST OF THE CENTERLINE OF TAXI
 KD1341'APPROACH, 18.5 M (60.7 FT) NORTH-NORTHEAST OF THE CENTERLINE OF A
 KD1341'TAXIWAY, 14 M (45.9 FT) NORTH OF A TAXI REFLECTOR, 28.1 M (92.2 FT)
 KD1341'NORTHWEST OF THE NORTHWEST CORNER OF A 4X4FT CONCRETE SLAB FOR A TAXI
 KD1341'GUIDANCE SIGN, 0.3 M (1.0 FT) SOUTH-SOUTHWEST OF A SHORT FIBERGLASS
 KD1341'POST.
 KD1341
 KD1341                          STATION RECOVERY (2006)
 KD1341
 KD1341'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 KD1341'NEW AIRPORT MANAGER IS BILL KIEFFER TELEPHONE 660-646-2267. REST OF
 KD1341'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0448 ***********************************************************************
 KE0448  DESIGNATION -  CHISELED CROSS
 KE0448  PID         -  KE0448
 KE0448  STATE/COUNTY-  MO/BUCHANAN
 KE0448  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0448
 KE0448                         *CURRENT SURVEY CONTROL
 KE0448  ___________________________________________________________________
 KE0448* NAD 83(1986)-  39 45 11.     (N)    094 51 22.     (W)     SCALED    
 KE0448* NAVD 88     -       249.899  (meters)     819.88   (feet)  ADJUSTED  
 KE0448  ___________________________________________________________________
 KE0448  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0448  DYNAMIC HT  -         249.754 (meters)     819.40  (feet)  COMP
 KE0448  MODELED GRAV-     980,041.3   (mgal)                       NAVD 88
 KE0448
 KE0448  VERT ORDER  -  FIRST     CLASS II
 KE0448
 KE0448.The horizontal coordinates were scaled from a topographic map and have
 KE0448.an estimated accuracy of +/- 6 seconds.
 KE0448
 KE0448.The orthometric height was determined by differential leveling
 KE0448.and adjusted by the National Geodetic Survey in June 1991..
 KE0448
 KE0448.The geoid height was determined by GEOID03.
 KE0448
 KE0448.The dynamic height is computed by dividing the NAVD 88
 KE0448.geopotential number by the normal gravity value computed on the
 KE0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0448.degrees latitude (g = 980.6199 gals.).
 KE0448
 KE0448.The modeled gravity was interpolated from observed gravity values.
 KE0448
 KE0448;                    North         East    Units  Estimated Accuracy
 KE0448;SPC MO W     -   398,110.      819,480.      MT  (+/- 180 meters Scaled)
 KE0448
 KE0448                          SUPERSEDED SURVEY CONTROL
 KE0448
 KE0448  NGVD 29 (??/??/92)  249.806  (m)          819.57   (f) ADJ UNCH    1 2
 KE0448
 KE0448.Superseded values are not recommended for survey control.
 KE0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0448.See file dsdata.txt to determine how the superseded data were derived.
 KE0448
 KE0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE409019(NAD 83)
 KE0448_MARKER: X = CHISELED CROSS
 KE0448_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0448_SP_SET: ABUTMENT
 KE0448_MARK LOGO: NONE  
 KE0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0448+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1989
 KE0448
 KE0448  HISTORY     - Date     Condition        Report By
 KE0448  HISTORY     - UNK      MONUMENTED       CGS
 KE0448  HISTORY     - 1948     GOOD             NGS
 KE0448  HISTORY     - 19890820 GOOD             NGS
 KE0448  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 KE0448
 KE0448                          STATION DESCRIPTION
 KE0448
 KE0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0448'AT ST JOSEPH.
 KE0448'AT ST. JOSEPH, IN THE SOUTHWEST SECTION OF THE CITY, CUT AT
 KE0448'THE NORTHWEST CORNER AT THE NORTH END OF THE EAST BRIDGE SEAT
 KE0448'OF THE ST. JOSEPH AND GRAND ISLAND RAILWAY BRIDGE NO. 0.37
 KE0448'OVER THE MISSOURI RIVER, JUST NORTHWEST OF THE ARMY ENGINEERS
 KE0448'MAIN OFFICE BUILDING, 33.6 FEET NORTH OF THE NORTH RAIL OF THE
 KE0448'TRACK, 8.0 FEET BELOW TRACK LEVEL, 0.3 FOOT EAST OF THE WEST
 KE0448'FACE AND 0.3 FOOT SOUTH OF THE NORTH END OF THE BRIDGE SEAT.
 KE0448'NOTE-- THIS BENCH MARK IS ALSO CALLED A WATER GAUGE BENCH MARK.
 KE0448
 KE0448                          STATION RECOVERY (1989)
 KE0448
 KE0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0448'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD- 2.5 M
 KE0448'(8.2 FT) BELOW BENCH MARK RR CROSS.
 KE0448
 KE0448                          STATION RECOVERY (2006)
 KE0448
 KE0448'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0448'THE TOP OF THE STONE BRIDGE SEAT APPEARS TO HAVE BEEN PARGED WITH
 KE0448'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0530 ***********************************************************************
 KE0530  DESIGNATION -  CHISELED CROSS
 KE0530  PID         -  KE0530
 KE0530  STATE/COUNTY-  MO/HOLT
 KE0530  USGS QUAD   -  OREGON (1959)
 KE0530
 KE0530                         *CURRENT SURVEY CONTROL
 KE0530  ___________________________________________________________________
 KE0530* NAD 83(1986)-  39 57 11.     (N)    095 10 00.     (W)     SCALED    
 KE0530* NAVD 88     -       261.766  (meters)     858.81   (feet)  ADJUSTED  
 KE0530  ___________________________________________________________________
 KE0530  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KE0530  DYNAMIC HT  -         261.620 (meters)     858.33  (feet)  COMP
 KE0530  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 KE0530
 KE0530  VERT ORDER  -  FIRST     CLASS II
 KE0530
 KE0530.The horizontal coordinates were scaled from a topographic map and have
 KE0530.an estimated accuracy of +/- 6 seconds.
 KE0530
 KE0530.The orthometric height was determined by differential leveling
 KE0530.and adjusted by the National Geodetic Survey in June 1991..
 KE0530
 KE0530.The geoid height was determined by GEOID03.
 KE0530
 KE0530.The dynamic height is computed by dividing the NAVD 88
 KE0530.geopotential number by the normal gravity value computed on the
 KE0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0530.degrees latitude (g = 980.6199 gals.).
 KE0530
 KE0530.The modeled gravity was interpolated from observed gravity values.
 KE0530
 KE0530;                    North         East    Units  Estimated Accuracy
 KE0530;SPC MO W     -   420,470.      793,040.      MT  (+/- 180 meters Scaled)
 KE0530
 KE0530                          SUPERSEDED SURVEY CONTROL
 KE0530
 KE0530  NGVD 29 (??/??/92)  261.695  (m)          858.58   (f) ADJ UNCH    1 2
 KE0530
 KE0530.Superseded values are not recommended for survey control.
 KE0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0530.See file dsdata.txt to determine how the superseded data were derived.
 KE0530
 KE0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE149247(NAD 83)
 KE0530_MARKER: X = CHISELED CROSS
 KE0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0530_SP_SET: BRIDGE
 KE0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0530
 KE0530  HISTORY     - Date     Condition        Report By
 KE0530  HISTORY     - 1892     MONUMENTED       DOD
 KE0530  HISTORY     - 1948     GOOD             NGS
 KE0530  HISTORY     - 1961     GOOD             NGS
 KE0530  HISTORY     - 19890814 MARK NOT FOUND   NGS
 KE0530
 KE0530                          STATION DESCRIPTION
 KE0530
 KE0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0530'2.3 MI SE FROM FOREST CITY.
 KE0530'2.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0530'RAILROAD FROM THE STATION AT FOREST CITY, 1644.0 FEET SOUTHEAST
 KE0530'OF A PUBLIC ROAD CROSSING AND BENCH MARK S 210, CUT ON THE
 KE0530'WEST END OF THE EAST WINGWALL OF STEEL BRIDGE NO. 89.21 OVER
 KE0530'THE MILL CREEK DITCH, AT THE JUNCTION OF MILL CREEK AND DAVIS
 KE0530'BRANCH, 24.8 FEET SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST
 KE0530'STEEL WALL OF THE BRIDGE, 4.2 FEET NORTHEAST OF THE NORTHEAST
 KE0530'RAIL OF THE MOST NORTHEASTERLY TRACK, 6.4 FEET WEST OF THE
 KE0530'EAST END OF THE WINGWALL, 1.0 FOOT SOUTHEAST OF THE NORTHWEST
 KE0530'END OF THE WINGWALL, 1.5 FEET SOUTH OF THE NORTH FACE AND 0.3
 KE0530'FOOT NORTHEAST OF THE SOUTHWEST FACE OF THE WINGWALL.
 KE0530
 KE0530                          STATION RECOVERY (1961)
 KE0530
 KE0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0530'RECOVERED IN GOOD CONDITION.
 KE0530
 KE0530                          STATION RECOVERY (1989)
 KE0530
 KE0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0530'THERE HAS BEEN A LARGE WOODEN BEAM ADDED TO THE TOP OF THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0537 ***********************************************************************
 HD0537  DESIGNATION -  CHISELED CROSS
 HD0537  PID         -  HD0537
 HD0537  STATE/COUNTY-  MO/POLK
 HD0537  USGS QUAD   -  BUFFALO NW (1950)
 HD0537
 HD0537                         *CURRENT SURVEY CONTROL
 HD0537  ___________________________________________________________________
 HD0537* NAD 83(1986)-  37 37 38.     (N)    093 11 58.     (W)     SCALED    
 HD0537* NAVD 88     -       332.62   (+/-2cm)    1091.3    (feet)  VERTCON   
 HD0537  ___________________________________________________________________
 HD0537  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 HD0537
 HD0537  VERT ORDER  -  ? (See Below)
 HD0537
 HD0537.The horizontal coordinates were scaled from a topographic map and have
 HD0537.an estimated accuracy of +/- 6 seconds.
 HD0537
 HD0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD0537.The vertical order pertains to the NGVD 29 superseded value.
 HD0537
 HD0537.The geoid height was determined by GEOID03.
 HD0537
 HD0537;                    North         East    Units  Estimated Accuracy
 HD0537;SPC MO C     -   199,290.      438,260.      MT  (+/- 180 meters Scaled)
 HD0537
 HD0537                          SUPERSEDED SURVEY CONTROL
 HD0537
 HD0537  NGVD 29 (??/??/92)  332.507  (m)         1090.90   (f) ADJ UNCH    ?  
 HD0537
 HD0537.Superseded values are not recommended for survey control.
 HD0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0537.See file dsdata.txt to determine how the superseded data were derived.
 HD0537
 HD0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB824644(NAD 83)
 HD0537_MARKER: X = CHISELED CROSS
 HD0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0537_SP_SET: CULVERT
 HD0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0537
 HD0537  HISTORY     - Date     Condition        Report By
 HD0537  HISTORY     - UNK      MONUMENTED       USGS
 HD0537  HISTORY     - 1935     GOOD             NGS
 HD0537
 HD0537                          STATION DESCRIPTION
 HD0537
 HD0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0537'2.3 MI E FROM HALF WAY.
 HD0537'2.3 MILES EAST ALONG STATE HIGHWAY 64 FROM THE STUCCO CHURCH
 HD0537'AT HALF WAY, POLK COUNTY, AT A DEPRESSION, AT A BOX CULVERT, ON
 HD0537'THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL, 16
 HD0537'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 HD0537'HIGHER THAN THE HIGHWAY.  A 1-1/2-INCH CHISELED CROSS, MARKED
 HD0537'BY THE LETTERS BM PAINTED IN WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0522 ***********************************************************************
 KE0522  DESIGNATION -  CHISELED CROSS 2
 KE0522  PID         -  KE0522
 KE0522  STATE/COUNTY-  MO/HOLT
 KE0522  USGS QUAD   -  OREGON (1959)
 KE0522
 KE0522                         *CURRENT SURVEY CONTROL
 KE0522  ___________________________________________________________________
 KE0522* NAD 83(1986)-  39 55 39.     (N)    095 08 24.     (W)     SCALED    
 KE0522* NAVD 88     -       259.211  (meters)     850.43   (feet)  POSTED    
 KE0522  ___________________________________________________________________
 KE0522  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KE0522  DYNAMIC HT  -         259.070 (meters)     849.97  (feet)  COMP
 KE0522  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 KE0522
 KE0522  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KE0522
 KE0522.The horizontal coordinates were scaled from a topographic map and have
 KE0522.an estimated accuracy of +/- 6 seconds.
 KE0522
 KE0522.The orthometric height was determined by differential leveling
 KE0522.and adjusted by the National Geodetic Survey in 1992..
 KE0522.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KE0522.rate of 2.1 thru 3.0 mm/km.
 KE0522
 KE0522.The geoid height was determined by GEOID03.
 KE0522
 KE0522.The dynamic height is computed by dividing the NAVD 88
 KE0522.geopotential number by the normal gravity value computed on the
 KE0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0522.degrees latitude (g = 980.6199 gals.).
 KE0522
 KE0522.The modeled gravity was interpolated from observed gravity values.
 KE0522
 KE0522;                    North         East    Units  Estimated Accuracy
 KE0522;SPC MO W     -   417,620.      795,290.      MT  (+/- 180 meters Scaled)
 KE0522
 KE0522                          SUPERSEDED SURVEY CONTROL
 KE0522
 KE0522  NGVD 29 (??/??/92)  259.141  (m)          850.20   (f) ADJ UNCH    1 2
 KE0522
 KE0522.Superseded values are not recommended for survey control.
 KE0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0522.See file dsdata.txt to determine how the superseded data were derived.
 KE0522
 KE0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE171219(NAD 83)
 KE0522_MARKER: X = CHISELED CROSS
 KE0522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0522_SP_SET: BRIDGE ABUTMENT
 KE0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0522
 KE0522  HISTORY     - Date     Condition        Report By
 KE0522  HISTORY     - 1892     MONUMENTED       DOD
 KE0522  HISTORY     - 1948     GOOD             NGS
 KE0522  HISTORY     - 1961     GOOD             NGS
 KE0522  HISTORY     - 19890814 MARK NOT FOUND   NGS
 KE0522
 KE0522                          STATION DESCRIPTION
 KE0522
 KE0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0522'3.6 MI NW FROM FORBES.
 KE0522'3.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0522'RAILROAD FROM THE STATION AT FORBES, 4.6 MILES SOUTHEAST ALONG
 KE0522'THE RAILROAD FROM THE STATION AT FOREST CITY, CUT ON THE SOUTHWEST
 KE0522'END OF THE SOUTHEAST ABUTMENT OF STEEL BRIDGE NO. 86.94, 6 1/2
 KE0522'RAILS SOUTHEAST OF MILEPOST NO. 87, 59.0 FEET NORTHWEST OF THE
 KE0522'CENTER LINE OF A PUBLIC ROAD CROSSING, 15.7 FEET SOUTHEAST OF THE
 KE0522'SOUTHEAST END OF THE SOUTHWEST STEEL WALL OF THE BRIDGE, 6.1
 KE0522'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MOST SOUTHWESTERLY
 KE0522'TRACK, 3.1 FEET NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT,
 KE0522'0.6 FOOT SOUTHEAST OF THE NORTHWEST FACE AND 0.6 FOOT NORTHWEST
 KE0522'OF THE SOUTHEAST FACE OF THE ABUTMENT, 1.5 FEET BELOW THE TOP
 KE0522'OF THE RAILS.
 KE0522
 KE0522                          STATION RECOVERY (1961)
 KE0522
 KE0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0522'RECOVERED IN GOOD CONDITION.
 KE0522
 KE0522                          STATION RECOVERY (1989)
 KE0522
 KE0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0522'THERE HAS BEEN A LARGE WOODEN BEAM ADDED TO THE TOP OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0508 ***********************************************************************
 KE0508  DESIGNATION -  CHISELED CROSS 3
 KE0508  PID         -  KE0508
 KE0508  STATE/COUNTY-  MO/HOLT
 KE0508  USGS QUAD   -  FORBES (1972)
 KE0508
 KE0508                         *CURRENT SURVEY CONTROL
 KE0508  ___________________________________________________________________
 KE0508* NAD 83(1986)-  39 54 28.     (N)    095 02 28.     (W)     SCALED    
 KE0508* NAVD 88     -       257.826  (meters)     845.88   (feet)  ADJUSTED  
 KE0508  ___________________________________________________________________
 KE0508  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KE0508  DYNAMIC HT  -         257.681 (meters)     845.41  (feet)  COMP
 KE0508  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 KE0508
 KE0508  VERT ORDER  -  FIRST     CLASS II
 KE0508
 KE0508.The horizontal coordinates were scaled from a topographic map and have
 KE0508.an estimated accuracy of +/- 6 seconds.
 KE0508
 KE0508.The orthometric height was determined by differential leveling
 KE0508.and adjusted by the National Geodetic Survey in June 1991..
 KE0508
 KE0508.The geoid height was determined by GEOID03.
 KE0508
 KE0508.The dynamic height is computed by dividing the NAVD 88
 KE0508.geopotential number by the normal gravity value computed on the
 KE0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0508.degrees latitude (g = 980.6199 gals.).
 KE0508
 KE0508.The modeled gravity was interpolated from observed gravity values.
 KE0508
 KE0508;                    North         East    Units  Estimated Accuracy
 KE0508;SPC MO W     -   415,370.      803,730.      MT  (+/- 180 meters Scaled)
 KE0508
 KE0508                          SUPERSEDED SURVEY CONTROL
 KE0508
 KE0508  NGVD 29 (??/??/92)  257.732  (m)          845.58   (f) ADJ UNCH    1 2
 KE0508
 KE0508.Superseded values are not recommended for survey control.
 KE0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0508.See file dsdata.txt to determine how the superseded data were derived.
 KE0508
 KE0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE255195(NAD 83)
 KE0508_MARKER: X = CHISELED CROSS
 KE0508_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0508_SP_SET: ABUTMENT
 KE0508_MARK LOGO: NONE  
 KE0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0508+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1989
 KE0508
 KE0508  HISTORY     - Date     Condition        Report By
 KE0508  HISTORY     - 1892     MONUMENTED       DOD
 KE0508  HISTORY     - 1948     GOOD             NGS
 KE0508  HISTORY     - 1961     GOOD             NGS
 KE0508  HISTORY     - 19890814 GOOD             NGS
 KE0508
 KE0508                          STATION DESCRIPTION
 KE0508
 KE0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0508'2.3 MI E FROM FORBES.
 KE0508'2.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0508'FROM THE STATION AT FORBES, CUT ON TOP AT THE SOUTH END OF
 KE0508'THE EAST ABUTMENT OF BRIDGE NO. 81.04, ABOUT 0.15 MILE SOUTH
 KE0508'OF A FARMHOUSE, 131.0 FEET EAST OF THE CENTER LINE OF A PRIVATE
 KE0508'ROAD, 4 1/2 RAILS WEST OF A PUBLIC ROAD CROSSING AT MILEPOST
 KE0508'NO. 81, 5.0 FEET SOUTH OF THE SOUTH RAIL OF THE MOST SOUTHERLY
 KE0508'TRACK, 0.5 FOOT NORTHWEST OF THE TOP OF THE SOUTHEAST END OF
 KE0508'THE ABUTMENT, 0.8 FOOT NORTHEAST OF THE SOUTHWEST FACE AND
 KE0508'0.6 FOOT SOUTHWEST OF THE NORTHEAST FACE OF THE ABUTMENT, LEVEL
 KE0508'WITH THE BASE OF THE RAILS.
 KE0508
 KE0508                          STATION RECOVERY (1961)
 KE0508
 KE0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0508'RECOVERED IN GOOD CONDITION.
 KE0508
 KE0508                          STATION RECOVERY (1989)
 KE0508
 KE0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0508'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.7 KM (2.30
 KE0508'MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE JUNCTION
 KE0508'OF COUNTY ROAD O IN FORBES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0507 ***********************************************************************
 KE0507  DESIGNATION -  CHISELED CROSS 4
 KE0507  PID         -  KE0507
 KE0507  STATE/COUNTY-  MO/HOLT
 KE0507  USGS QUAD   -  FORBES (1972)
 KE0507
 KE0507                         *CURRENT SURVEY CONTROL
 KE0507  ___________________________________________________________________
 KE0507* NAD 83(1986)-  39 54 31.     (N)    095 01 44.     (W)     SCALED    
 KE0507* NAVD 88     -       257.184  (meters)     843.78   (feet)  ADJUSTED  
 KE0507  ___________________________________________________________________
 KE0507  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KE0507  DYNAMIC HT  -         257.039 (meters)     843.30  (feet)  COMP
 KE0507  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 KE0507
 KE0507  VERT ORDER  -  FIRST     CLASS II
 KE0507
 KE0507.The horizontal coordinates were scaled from a topographic map and have
 KE0507.an estimated accuracy of +/- 6 seconds.
 KE0507
 KE0507.The orthometric height was determined by differential leveling
 KE0507.and adjusted by the National Geodetic Survey in June 1991..
 KE0507
 KE0507.The geoid height was determined by GEOID03.
 KE0507
 KE0507.The dynamic height is computed by dividing the NAVD 88
 KE0507.geopotential number by the normal gravity value computed on the
 KE0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0507.degrees latitude (g = 980.6199 gals.).
 KE0507
 KE0507.The modeled gravity was interpolated from observed gravity values.
 KE0507
 KE0507;                    North         East    Units  Estimated Accuracy
 KE0507;SPC MO W     -   415,460.      804,780.      MT  (+/- 180 meters Scaled)
 KE0507
 KE0507                          SUPERSEDED SURVEY CONTROL
 KE0507
 KE0507  NGVD 29 (??/??/92)  257.090  (m)          843.47   (f) ADJ UNCH    1 2
 KE0507
 KE0507.Superseded values are not recommended for survey control.
 KE0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0507.See file dsdata.txt to determine how the superseded data were derived.
 KE0507
 KE0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE265195(NAD 83)
 KE0507_MARKER: X = CHISELED CROSS
 KE0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0507_SP_SET: BRIDGE ABUTMENT
 KE0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0507
 KE0507  HISTORY     - Date     Condition        Report By
 KE0507  HISTORY     - 1892     MONUMENTED       DOD
 KE0507  HISTORY     - 1948     GOOD             NGS
 KE0507  HISTORY     - 1961     GOOD             NGS
 KE0507  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0507
 KE0507                          STATION DESCRIPTION
 KE0507
 KE0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0507'2.9 MI E FROM FORBES.
 KE0507'2.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0507'FROM THE STATION AT FORBES, CUT ON THE SOUTH-SOUTHEAST END
 KE0507'OF THE EAST-NORTHEAST ABUTMENT OF BRIDGE NO. 80.39, BETWEEN
 KE0507'TWO DIRT ROADS, 153.8 FEET EAST OF A TELEPHONE BOX, 5.7 FEET
 KE0507'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL OF THE MOST
 KE0507'SOUTH-SOUTHEASTERLY TRACK, 2.5 FEET NORTH-NORTHWEST OF THE
 KE0507'SOUTH-SOUTHEAST END OF THE ABUTMENT, 0.9 FOOT WEST-SOUTHWEST
 KE0507'OF THE EAST-NORTHEAST FACE AND 0.4 FOOT EAST-NORTHEAST OF
 KE0507'THE WEST-SOUTHWEST FACE OF THE ABUTMENT, 1.2 FEET BELOW THE
 KE0507'TOP OF THE RAIL.
 KE0507
 KE0507                          STATION RECOVERY (1961)
 KE0507
 KE0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0507'RECOVERED IN GOOD CONDITION.
 KE0507
 KE0507                          STATION RECOVERY (1989)
 KE0507
 KE0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0464 ***********************************************************************
 KE0464  DESIGNATION -  CHISELED CROSS 4
 KE0464  PID         -  KE0464
 KE0464  STATE/COUNTY-  MO/BUCHANAN
 KE0464  USGS QUAD   -  ATCHISON EAST (1984)
 KE0464
 KE0464                         *CURRENT SURVEY CONTROL
 KE0464  ___________________________________________________________________
 KE0464* NAD 83(1986)-  39 35 18.     (N)    095 01 48.     (W)     SCALED    
 KE0464* NAVD 88     -       245.114  (meters)     804.18   (feet)  ADJUSTED  
 KE0464  ___________________________________________________________________
 KE0464  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KE0464  DYNAMIC HT  -         244.967 (meters)     803.70  (feet)  COMP
 KE0464  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 KE0464
 KE0464  VERT ORDER  -  FIRST     CLASS II
 KE0464
 KE0464.The horizontal coordinates were scaled from a topographic map and have
 KE0464.an estimated accuracy of +/- 6 seconds.
 KE0464
 KE0464.The orthometric height was determined by differential leveling
 KE0464.and adjusted by the National Geodetic Survey in June 1991..
 KE0464
 KE0464.The geoid height was determined by GEOID03.
 KE0464
 KE0464.The dynamic height is computed by dividing the NAVD 88
 KE0464.geopotential number by the normal gravity value computed on the
 KE0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0464.degrees latitude (g = 980.6199 gals.).
 KE0464
 KE0464.The modeled gravity was interpolated from observed gravity values.
 KE0464
 KE0464;                    North         East    Units  Estimated Accuracy
 KE0464;SPC MO W     -   379,900.      804,470.      MT  (+/- 180 meters Scaled)
 KE0464
 KE0464                          SUPERSEDED SURVEY CONTROL
 KE0464
 KE0464  NGVD 29 (??/??/92)  245.011  (m)          803.84   (f) ADJ UNCH    1 2
 KE0464
 KE0464.Superseded values are not recommended for survey control.
 KE0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0464.See file dsdata.txt to determine how the superseded data were derived.
 KE0464
 KE0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD256840(NAD 83)
 KE0464_MARKER: Q = CHISELED SQUARE
 KE0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0464_SP_SET: BRIDGE ABUTMENT
 KE0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0464
 KE0464  HISTORY     - Date     Condition        Report By
 KE0464  HISTORY     - 1892     MONUMENTED       DOD
 KE0464  HISTORY     - 1948     GOOD             NGS
 KE0464  HISTORY     - 1958     GOOD             NGS
 KE0464  HISTORY     - 19890728 MARK NOT FOUND   NGS
 KE0464
 KE0464                          STATION DESCRIPTION
 KE0464
 KE0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0464'AT RUSHVILLE.
 KE0464'AT RUSHVILLE, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 KE0464'214.0 FEET NORTH OF THE NORTHWEST CORNER OF THE STATION, CUT ON
 KE0464'THE SOUTHWEST CORNER AT THE WEST END OF THE SOUTH ABUTMENT OF
 KE0464'BRIDGE NO. 46.21 OVER THE RUSHVILLE DRAIN, 331.0 FEET EAST
 KE0464'OF THE CENTER LINE OF U.S. HIGHWAY NO. 59, 16.0 FEET NORTH
 KE0464'OF THE CENTER LINE OF A PUBLIC ROAD CROSSING, 5.2 FEET WEST OF
 KE0464'THE WEST RAIL OF THE MOST WESTERLY TRACK, ABOUT LEVEL WITH
 KE0464'THE BASE OF THE RAILS.
 KE0464
 KE0464                          STATION RECOVERY (1958)
 KE0464
 KE0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0464'RECOVERED IN GOOD CONDITION.
 KE0464
 KE0464                          STATION RECOVERY (1989)
 KE0464
 KE0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0413 ***********************************************************************
 KE0413  DESIGNATION -  CHISELED CROSS 5
 KE0413  PID         -  KE0413
 KE0413  STATE/COUNTY-  MO/ANDREW
 KE0413  USGS QUAD   -  AMAZONIA (1972)
 KE0413
 KE0413                         *CURRENT SURVEY CONTROL
 KE0413  ___________________________________________________________________
 KE0413* NAD 83(1986)-  39 54 37.     (N)    094 58 34.     (W)     SCALED    
 KE0413* NAVD 88     -       253.618  (meters)     832.08   (feet)  ADJUSTED  
 KE0413  ___________________________________________________________________
 KE0413  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KE0413  DYNAMIC HT  -         253.474 (meters)     831.61  (feet)  COMP
 KE0413  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KE0413
 KE0413  VERT ORDER  -  FIRST     CLASS II
 KE0413
 KE0413.The horizontal coordinates were scaled from a topographic map and have
 KE0413.an estimated accuracy of +/- 6 seconds.
 KE0413
 KE0413.The orthometric height was determined by differential leveling
 KE0413.and adjusted by the National Geodetic Survey in June 1991..
 KE0413
 KE0413.The geoid height was determined by GEOID03.
 KE0413
 KE0413.The dynamic height is computed by dividing the NAVD 88
 KE0413.geopotential number by the normal gravity value computed on the
 KE0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0413.degrees latitude (g = 980.6199 gals.).
 KE0413
 KE0413.The modeled gravity was interpolated from observed gravity values.
 KE0413
 KE0413;                    North         East    Units  Estimated Accuracy
 KE0413;SPC MO W     -   415,620.      809,290.      MT  (+/- 180 meters Scaled)
 KE0413
 KE0413                          SUPERSEDED SURVEY CONTROL
 KE0413
 KE0413  NGVD 29 (??/??/92)  253.526  (m)          831.78   (f) ADJ UNCH    1 2
 KE0413
 KE0413.Superseded values are not recommended for survey control.
 KE0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0413.See file dsdata.txt to determine how the superseded data were derived.
 KE0413
 KE0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE310196(NAD 83)
 KE0413_MARKER: X = CHISELED CROSS
 KE0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0413_SP_SET: BRIDGE
 KE0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0413
 KE0413  HISTORY     - Date     Condition        Report By
 KE0413  HISTORY     - 1892     MONUMENTED       DOD
 KE0413  HISTORY     - 1948     GOOD             NGS
 KE0413  HISTORY     - 1961     GOOD             NGS
 KE0413  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0413
 KE0413                          STATION DESCRIPTION
 KE0413
 KE0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0413'0.5 MI W FROM NODAWAY.
 KE0413'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0413'FROM THE STATION AT NODAWAY, CUT ON THE SOUTH END OF THE MOST
 KE0413'WESTERLY ONE OF TWO NORTH-SOUTH SECTIONS OF CHANNEL IRON USED
 KE0413'AS A FLOOR SILL FOR THE STEEL BRIDGE OVER THE NODAWAY RIVER
 KE0413'FOR THE COUNTY ROAD, 140.0 FEET NORTHWEST OF THE NORTHWEST
 KE0413'CORNER OF RAILROAD BRIDGE NO. 77.54 OVER THE RIVER, 9.5 FEET
 KE0413'SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT BELOW ROAD LEVEL.
 KE0413
 KE0413                          STATION RECOVERY (1961)
 KE0413
 KE0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0413'RECOVERED IN GOOD CONDITION.
 KE0413
 KE0413                          STATION RECOVERY (1989)
 KE0413
 KE0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0413'THERE HAS BEEN PLANKS ADDED TO THE TOP OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0360 ***********************************************************************
 KE0360  DESIGNATION -  CHISELED CROSS 6
 KE0360  PID         -  KE0360
 KE0360  STATE/COUNTY-  MO/BUCHANAN
 KE0360  USGS QUAD   -  HALLS (1972)
 KE0360
 KE0360                         *CURRENT SURVEY CONTROL
 KE0360  ___________________________________________________________________
 KE0360* NAD 83(1986)-  39 38 26.     (N)    094 57 32.     (W)     SCALED    
 KE0360* NAVD 88     -       247.927  (meters)     813.41   (feet)  ADJUSTED  
 KE0360  ___________________________________________________________________
 KE0360  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KE0360  DYNAMIC HT  -         247.779 (meters)     812.92  (feet)  COMP
 KE0360  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 KE0360
 KE0360  VERT ORDER  -  FIRST     CLASS II
 KE0360
 KE0360.The horizontal coordinates were scaled from a topographic map and have
 KE0360.an estimated accuracy of +/- 6 seconds.
 KE0360
 KE0360.The orthometric height was determined by differential leveling
 KE0360.and adjusted by the National Geodetic Survey in June 1991..
 KE0360
 KE0360.The geoid height was determined by GEOID03.
 KE0360
 KE0360.The dynamic height is computed by dividing the NAVD 88
 KE0360.geopotential number by the normal gravity value computed on the
 KE0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0360.degrees latitude (g = 980.6199 gals.).
 KE0360
 KE0360.The modeled gravity was interpolated from observed gravity values.
 KE0360
 KE0360;                    North         East    Units  Estimated Accuracy
 KE0360;SPC MO W     -   385,660.      810,610.      MT  (+/- 180 meters Scaled)
 KE0360
 KE0360                          SUPERSEDED SURVEY CONTROL
 KE0360
 KE0360  NGVD 29 (??/??/92)  247.818  (m)          813.05   (f) ADJ UNCH    1 2
 KE0360
 KE0360.Superseded values are not recommended for survey control.
 KE0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0360.See file dsdata.txt to determine how the superseded data were derived.
 KE0360
 KE0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD319896(NAD 83)
 KE0360_MARKER: X = CHISELED CROSS
 KE0360_SETTING: 0 = UNSPECIFIED SETTING
 KE0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0360
 KE0360  HISTORY     - Date     Condition        Report By
 KE0360  HISTORY     - UNK      MONUMENTED       RBNF
 KE0360  HISTORY     - 1948     GOOD             NGS
 KE0360  HISTORY     - 1958     GOOD             NGS
 KE0360  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0360
 KE0360                          STATION DESCRIPTION
 KE0360
 KE0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0360'0.9 MI NE FROM HALLS.
 KE0360'0.9 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0360'RAILROAD FROM THE STATION AT HALLS, CUT NEAR THE NORTH CORNER OF
 KE0360'THE NORTHWEST CONCRETE PILLAR AT THE NORTHEAST END OF BRIDGE NO.
 KE0360'51.57 OVER CLOVERDALE DRAIN, 56.4 FEET SOUTHEAST OF THE CENTER
 KE0360'LINE OF U.S. HIGHWAY NO. 59, 6.6 FEET NORTHWEST OF THE NORTHWEST
 KE0360'RAIL OF THE MOST NORTHWESTERLY TRACK, 3.5 FEET BELOW TRACK LEVEL,
 KE0360'1.2 FEET NORTHEAST OF THE NORTH CORNER OF THE IRON BASE PLATE,
 KE0360'0.5 FOOT SOUTHEAST OF THE NORTHWEST FACE AND 0.3 FOOT SOUTHWEST
 KE0360'OF THE NORTHEAST FACE OF THE PILLAR.
 KE0360
 KE0360                          STATION RECOVERY (1958)
 KE0360
 KE0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0360'RECOVERED IN GOOD CONDITION.
 KE0360
 KE0360                          STATION RECOVERY (1989)
 KE0360
 KE0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0410 ***********************************************************************
 LF0410  DESIGNATION -  CHISELED CROSS RESET
 LF0410  PID         -  LF0410
 LF0410  STATE/COUNTY-  MO/HOLT
 LF0410  USGS QUAD   -  RULO (1965)
 LF0410
 LF0410                         *CURRENT SURVEY CONTROL
 LF0410  ___________________________________________________________________
 LF0410* NAD 83(1986)-  40 03 39.     (N)    095 23 21.     (W)     SCALED    
 LF0410* NAVD 88     -       264.539  (meters)     867.91   (feet)  ADJUSTED  
 LF0410  ___________________________________________________________________
 LF0410  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LF0410  DYNAMIC HT  -         264.393 (meters)     867.43  (feet)  COMP
 LF0410  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 LF0410
 LF0410  VERT ORDER  -  SECOND    CLASS 0
 LF0410
 LF0410.The horizontal coordinates were scaled from a topographic map and have
 LF0410.an estimated accuracy of +/- 6 seconds.
 LF0410
 LF0410.The orthometric height was determined by differential leveling
 LF0410.and adjusted by the National Geodetic Survey in June 1991..
 LF0410
 LF0410.The geoid height was determined by GEOID03.
 LF0410
 LF0410.The dynamic height is computed by dividing the NAVD 88
 LF0410.geopotential number by the normal gravity value computed on the
 LF0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0410.degrees latitude (g = 980.6199 gals.).
 LF0410
 LF0410.The modeled gravity was interpolated from observed gravity values.
 LF0410
 LF0410;                    North         East    Units  Estimated Accuracy
 LF0410;SPC MO W     -   432,600.      774,140.      MT  (+/- 180 meters Scaled)
 LF0410
 LF0410                          SUPERSEDED SURVEY CONTROL
 LF0410
 LF0410  NGVD 29 (??/??/92)  264.473  (m)          867.69   (f) ADJ UNCH    2 0
 LF0410
 LF0410.Superseded values are not recommended for survey control.
 LF0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0410.See file dsdata.txt to determine how the superseded data were derived.
 LF0410
 LF0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE962372(NAD 83)
 LF0410_MARKER: X = CHISELED CROSS
 LF0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0410_SP_SET: RAIL
 LF0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0410
 LF0410  HISTORY     - Date     Condition        Report By
 LF0410  HISTORY     - UNK      MONUMENTED       CBQRR
 LF0410  HISTORY     - 1948     GOOD             NGS
 LF0410  HISTORY     - 1959     MARK NOT FOUND   NGS
 LF0410
 LF0410                          STATION DESCRIPTION
 LF0410
 LF0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0410'2.1 MI E FROM RULO.
 LF0410'2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0410'FROM THE STATION AT RULO, 210.3 FEET EAST OF BENCH MARK A 48,
 LF0410'186.0 FEET EAST SEMAPHORE TOWER NO. S 724, 2.5 FEET SOUTH OF
 LF0410'THE NORTH RAIL OF THE TRACK, 2.3 FEET NORTH OF THE SOUTH RAIL,
 LF0410'LEVEL WITH THE TOP OF THE TIES.  E 3 1/2 P.O.C.  NOTE-- IT WAS
 LF0410'REPORTED IN JULY 1948, THAT THE CENTERLINE OF THE TRACK HAS BEEN
 LF0410'CHANGED ON THIS CURVE, AND THE RAILS ALONG THE CENTERLINE MOVED.
 LF0410'THERE ARE NUMEROUS VERTICAL RAIL SECTIONS IN THIS LOCALITY.
 LF0410'A RAIL WITH STAMPING ON IT WAS LEVELED TO AND REDESCRIBED AS
 LF0410'CHISELED CROSS RESET BY A PARTY FROM THIS BUREAU DURING RELEVELING
 LF0410'IN 1948.
 LF0410
 LF0410                          STATION RECOVERY (1959)
 LF0410
 LF0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0518 ***********************************************************************
 KE0518  DESIGNATION -  CHISELED SQ 1
 KE0518  PID         -  KE0518
 KE0518  STATE/COUNTY-  MO/HOLT
 KE0518  USGS QUAD   -  FORBES (1972)
 KE0518
 KE0518                         *CURRENT SURVEY CONTROL
 KE0518  ___________________________________________________________________
 KE0518* NAD 83(1986)-  39 54 50.     (N)    095 07 03.     (W)     SCALED    
 KE0518* NAVD 88     -       258.450  (meters)     847.93   (feet)  ADJUSTED  
 KE0518  ___________________________________________________________________
 KE0518  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KE0518  DYNAMIC HT  -         258.304 (meters)     847.45  (feet)  COMP
 KE0518  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 KE0518
 KE0518  VERT ORDER  -  FIRST     CLASS II
 KE0518
 KE0518.The horizontal coordinates were scaled from a topographic map and have
 KE0518.an estimated accuracy of +/- 6 seconds.
 KE0518
 KE0518.The orthometric height was determined by differential leveling
 KE0518.and adjusted by the National Geodetic Survey in June 1991..
 KE0518
 KE0518.The geoid height was determined by GEOID03.
 KE0518
 KE0518.The dynamic height is computed by dividing the NAVD 88
 KE0518.geopotential number by the normal gravity value computed on the
 KE0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0518.degrees latitude (g = 980.6199 gals.).
 KE0518
 KE0518.The modeled gravity was interpolated from observed gravity values.
 KE0518
 KE0518;                    North         East    Units  Estimated Accuracy
 KE0518;SPC MO W     -   416,090.      797,210.      MT  (+/- 180 meters Scaled)
 KE0518
 KE0518                          SUPERSEDED SURVEY CONTROL
 KE0518
 KE0518  NGVD 29 (??/??/92)  258.372  (m)          847.68   (f) ADJ UNCH    1 2
 KE0518
 KE0518.Superseded values are not recommended for survey control.
 KE0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0518.See file dsdata.txt to determine how the superseded data were derived.
 KE0518
 KE0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE190203(NAD 83)
 KE0518_MARKER: Q = CHISELED SQUARE
 KE0518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KE0518_SP_SET: HEADWALL
 KE0518_MARK LOGO: NONE  
 KE0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0518+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1989
 KE0518
 KE0518  HISTORY     - Date     Condition        Report By
 KE0518  HISTORY     - 1892     MONUMENTED       DOD
 KE0518  HISTORY     - 1948     GOOD             NGS
 KE0518  HISTORY     - 1961     GOOD             NGS
 KE0518  HISTORY     - 19890814 GOOD             NGS
 KE0518
 KE0518                          STATION DESCRIPTION
 KE0518
 KE0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0518'2 MI NW FROM FORBES.
 KE0518'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0518'RAILROAD FROM THE STATION AT FORBES, CUT ON THE NORTH CORNER
 KE0518'AT THE NORTHWEST END OF THE NORTHEAST WALL OF CONCRETE CULVERT
 KE0518'NO. 85.33, ABOUT 0.1 MILE SOUTHWEST OF A FARMHOUSE LOCATED
 KE0518'IN A SADDLE BETWEEN TWO BLUFFS, 8.1 FEET NORTHEAST OF THE
 KE0518'NORTHEAST RAIL OF THE MOST NORTHEASTERLY TRACK, 2.2 FEET BELOW
 KE0518'THE TOP OF THE RAILS.
 KE0518
 KE0518                          STATION RECOVERY (1961)
 KE0518
 KE0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0518'RECOVERED IN GOOD CONDITION.
 KE0518
 KE0518                          STATION RECOVERY (1989)
 KE0518
 KE0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0518'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.2 KM (2.00
 KE0518'MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE JUNCTION
 KE0518'OF COUNTY ROAD O IN FORBES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0550 ***********************************************************************
 HC0550  DESIGNATION -  CHISELED SQUARE
 HC0550  PID         -  HC0550
 HC0550  STATE/COUNTY-  MO/SHANNON
 HC0550  USGS QUAD   -  POWDER MILL FERRY (1985)
 HC0550
 HC0550                         *CURRENT SURVEY CONTROL
 HC0550  ___________________________________________________________________
 HC0550* NAD 83(1986)-  37 10 59.     (N)    091 11 36.     (W)     SCALED    
 HC0550* NAVD 88     -       188.427  (meters)     618.20   (feet)  POSTED    
 HC0550  ___________________________________________________________________
 HC0550  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HC0550  DYNAMIC HT  -         188.280 (meters)     617.72  (feet)  COMP
 HC0550  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 HC0550
 HC0550  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HC0550
 HC0550.The horizontal coordinates were scaled from a topographic map and have
 HC0550.an estimated accuracy of +/- 6 seconds.
 HC0550
 HC0550.The orthometric height was determined by differential leveling
 HC0550.and adjusted by the National Geodetic Survey in 1992..
 HC0550.No vertical observational check was made to the station.
 HC0550.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HC0550.was located on a no-check spur therefore a value was not computed.
 HC0550
 HC0550.The geoid height was determined by GEOID03.
 HC0550
 HC0550.The dynamic height is computed by dividing the NAVD 88
 HC0550.geopotential number by the normal gravity value computed on the
 HC0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0550.degrees latitude (g = 980.6199 gals.).
 HC0550
 HC0550.The modeled gravity was interpolated from observed gravity values.
 HC0550
 HC0550;                    North         East    Units  Estimated Accuracy
 HC0550;SPC MO E     -   149,990.      188,440.      MT  (+/- 180 meters Scaled)
 HC0550
 HC0550                          SUPERSEDED SURVEY CONTROL
 HC0550
 HC0550.No superseded survey control is available for this station.
 HC0550
 HC0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB603167(NAD 83)
 HC0550_MARKER: Q = CHISELED SQUARE
 HC0550_SETTING: 80 = SET IN A BOULDER
 HC0550_SP_SET: BOULDER
 HC0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0550+STABILITY: SURFACE MOTION
 HC0550
 HC0550  HISTORY     - Date     Condition        Report By
 HC0550  HISTORY     - UNK      MONUMENTED       USGS
 HC0550  HISTORY     - 1933     GOOD             USGS
 HC0550
 HC0550                          STATION DESCRIPTION
 HC0550
 HC0550'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 HC0550'AT POWDER MILL FORD.
 HC0550'IN SHANNON COUNTY, ALONG THE ROAD LEADING FROM POWDER MILL FORD
 HC0550'TO WILLIAMS FORD, AT THE JUNCTION OF A LANE LEADING NORTH, 26
 HC0550'FEET NORTH OF THE ROAD, 35 FEET WEST OF THE LANE, AND ON THE TOP
 HC0550'OF A LIMESTONE BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0392 ***********************************************************************
 HD0392  DESIGNATION -  CHISELED SQUARE
 HD0392  PID         -  HD0392
 HD0392  STATE/COUNTY-  MO/LACLEDE
 HD0392  USGS QUAD   -  LEBANON (1978)
 HD0392
 HD0392                         *CURRENT SURVEY CONTROL
 HD0392  ___________________________________________________________________
 HD0392* NAD 83(1986)-  37 41 01.     (N)    092 39 33.     (W)     SCALED    
 HD0392* NAVD 88     -       378.039  (meters)    1240.28   (feet)  ADJUSTED  
 HD0392  ___________________________________________________________________
 HD0392  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HD0392  DYNAMIC HT  -         377.747 (meters)    1239.32  (feet)  COMP
 HD0392  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 HD0392
 HD0392  VERT ORDER  -  SECOND    CLASS 0
 HD0392
 HD0392.The horizontal coordinates were scaled from a topographic map and have
 HD0392.an estimated accuracy of +/- 6 seconds.
 HD0392
 HD0392.The orthometric height was determined by differential leveling
 HD0392.and adjusted by the National Geodetic Survey in June 1991..
 HD0392
 HD0392.The geoid height was determined by GEOID03.
 HD0392
 HD0392.The dynamic height is computed by dividing the NAVD 88
 HD0392.geopotential number by the normal gravity value computed on the
 HD0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0392.degrees latitude (g = 980.6199 gals.).
 HD0392
 HD0392.The modeled gravity was interpolated from observed gravity values.
 HD0392
 HD0392;                    North         East    Units  Estimated Accuracy
 HD0392;SPC MO C     -   205,330.      485,960.      MT  (+/- 180 meters Scaled)
 HD0392
 HD0392                          SUPERSEDED SURVEY CONTROL
 HD0392
 HD0392  NGVD 29 (??/??/92)  377.923  (m)         1239.90   (f) ADJ UNCH    2 0
 HD0392
 HD0392.Superseded values are not recommended for survey control.
 HD0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0392.See file dsdata.txt to determine how the superseded data were derived.
 HD0392
 HD0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB300707(NAD 83)
 HD0392_MARKER: Q = CHISELED SQUARE
 HD0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0392_SP_SET: CULVERT
 HD0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0392
 HD0392  HISTORY     - Date     Condition        Report By
 HD0392  HISTORY     - UNK      MONUMENTED       USGS
 HD0392  HISTORY     - 1938     GOOD             NGS
 HD0392
 HD0392                          STATION DESCRIPTION
 HD0392
 HD0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0392'0.3 MI NE FROM LEBANON.
 HD0392'0.3 MILE NORTHEAST ALONG THE SOUTHEASTERN BRANCH OF THE ST.
 HD0392'LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT LEBANON, NEAR THE
 HD0392'QUARTER CORNER BETWEEN SECTIONS 2 AND 11, T 34 N, R 16 W, AT A
 HD0392'GRAVEL-ROAD CROSSING, 24 FEET NORTHWEST OF THE CENTERLINE OF THE
 HD0392'ROAD, 9 FEET SOUTH OF A GUYED POWER-TRANSMISSION LINE POLE, AT A
 HD0392'4-FOOT CONCRETE BOX CULVERT, ON THE TOP OF THE NORTHEAST END OF
 HD0392'THE SOUTHEAST HEADWALL, AND 9 FEET SOUTHEAST OF THE SOUTHEAST
 HD0392'RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0746 ***********************************************************************
 JC0746  DESIGNATION -  CHISELED SQUARE
 JC0746  PID         -  JC0746
 JC0746  STATE/COUNTY-  MO/GASCONADE
 JC0746  USGS QUAD   -  ROSEBUD (1980)
 JC0746
 JC0746                         *CURRENT SURVEY CONTROL
 JC0746  ___________________________________________________________________
 JC0746* NAD 83(1986)-  38 23 14.     (N)    091 24 19.     (W)     SCALED    
 JC0746* NAVD 88     -       269.28   (+/-2cm)     883.5    (feet)  VERTCON   
 JC0746  ___________________________________________________________________
 JC0746  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JC0746
 JC0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JC0746
 JC0746.The horizontal coordinates were scaled from a topographic map and have
 JC0746.an estimated accuracy of +/- 6 seconds.
 JC0746
 JC0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0746.The vertical order pertains to the NGVD 29 superseded value.
 JC0746
 JC0746.The geoid height was determined by GEOID03.
 JC0746
 JC0746;                    North         East    Units  Estimated Accuracy
 JC0746;SPC MO E     -   283,800.      170,910.      MT  (+/- 180 meters Scaled)
 JC0746
 JC0746                          SUPERSEDED SURVEY CONTROL
 JC0746
 JC0746  NGVD 29 (??/??/92)  269.289  (m)          883.49   (f) ADJ UNCH    2 0
 JC0746
 JC0746.Superseded values are not recommended for survey control.
 JC0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0746.See file dsdata.txt to determine how the superseded data were derived.
 JC0746
 JC0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC392499(NAD 83)
 JC0746_MARKER: Q = CHISELED SQUARE
 JC0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0746_SP_SET: SEMAPHORE
 JC0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0746
 JC0746  HISTORY     - Date     Condition        Report By
 JC0746  HISTORY     - UNK      MONUMENTED       CGS
 JC0746  HISTORY     - 1935     GOOD             NGS
 JC0746
 JC0746                          STATION DESCRIPTION
 JC0746
 JC0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0746'AT ROSEBUD.
 JC0746'AT ROSEBUD, GASCONADE COUNTY, AT THE SEMAPHORE IN FRONT OF THE
 JC0746'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, ON THE TOP
 JC0746'OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, ABOUT 25 YARDS
 JC0746'EAST OF THE CENTER LINE OF A ROAD, 15 FEET NORTH OF THE NORTH
 JC0746'RAIL, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A 2-INCH OUTLINED
 JC0746'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0219 ***********************************************************************
 KD0219  DESIGNATION -  CHISELED SQUARE
 KD0219  PID         -  KD0219
 KD0219  STATE/COUNTY-  MO/HOWARD
 KD0219  USGS QUAD   -  GLASGOW (1971)
 KD0219
 KD0219                         *CURRENT SURVEY CONTROL
 KD0219  ___________________________________________________________________
 KD0219* NAD 83(1986)-  39 13 20.     (N)    092 50 55.     (W)     SCALED    
 KD0219* NAVD 88     -       188.56   (+/-2cm)     618.6    (feet)  VERTCON   
 KD0219  ___________________________________________________________________
 KD0219  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD0219
 KD0219  VERT ORDER  -  ? (See Below)
 KD0219
 KD0219.The horizontal coordinates were scaled from a topographic map and have
 KD0219.an estimated accuracy of +/- 6 seconds.
 KD0219
 KD0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD0219.The vertical order pertains to the NGVD 29 superseded value.
 KD0219
 KD0219.The geoid height was determined by GEOID03.
 KD0219
 KD0219;                    North         East    Units  Estimated Accuracy
 KD0219;SPC MO C     -   376,160.      469,900.      MT  (+/- 180 meters Scaled)
 KD0219
 KD0219                          SUPERSEDED SURVEY CONTROL
 KD0219
 KD0219  NGVD 29 (??/??/92)  188.532  (m)          618.54   (f) ADJ UNCH    ?  
 KD0219
 KD0219.Superseded values are not recommended for survey control.
 KD0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0219.See file dsdata.txt to determine how the superseded data were derived.
 KD0219
 KD0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD130414(NAD 83)
 KD0219_MARKER: Q = CHISELED SQUARE
 KD0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0219_SP_SET: PIER
 KD0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0219
 KD0219  HISTORY     - Date     Condition        Report By
 KD0219  HISTORY     - UNK      MONUMENTED       DOD
 KD0219  HISTORY     - 1934     GOOD             NGS
 KD0219
 KD0219                          STATION DESCRIPTION
 KD0219
 KD0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KD0219'AT GLASGOW.
 KD0219'AT GLASGOW, HOWARD COUNTY, AT THE EAST END OF U.S. HIGHWAY 20
 KD0219'BRIDGE OVER THE MISSOURI RIVER, AT THE FIRST PIER OF FOUR COLUMNS,
 KD0219'15 FEET SOUTH OF THE ABANDONED WABASH RAILROAD TRACK, AND IN THE
 KD0219'BRACE BETWEEN THE EAST COLUMNS.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0446 ***********************************************************************
 KE0446  DESIGNATION -  CHISELED SQUARE
 KE0446  PID         -  KE0446
 KE0446  STATE/COUNTY-  MO/BUCHANAN
 KE0446  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0446
 KE0446                         *CURRENT SURVEY CONTROL
 KE0446  ___________________________________________________________________
 KE0446* NAD 83(1986)-  39 45 13.     (N)    094 51 06.     (W)     SCALED    
 KE0446* NAVD 88     -       252.676  (meters)     828.99   (feet)  ADJUSTED  
 KE0446  ___________________________________________________________________
 KE0446  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0446  DYNAMIC HT  -         252.529 (meters)     828.51  (feet)  COMP
 KE0446  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 KE0446
 KE0446  VERT ORDER  -  SECOND    CLASS 0
 KE0446
 KE0446.The horizontal coordinates were scaled from a topographic map and have
 KE0446.an estimated accuracy of +/- 6 seconds.
 KE0446
 KE0446.The orthometric height was determined by differential leveling
 KE0446.and adjusted by the National Geodetic Survey in June 1991..
 KE0446
 KE0446.The geoid height was determined by GEOID03.
 KE0446
 KE0446.The dynamic height is computed by dividing the NAVD 88
 KE0446.geopotential number by the normal gravity value computed on the
 KE0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0446.degrees latitude (g = 980.6199 gals.).
 KE0446
 KE0446.The modeled gravity was interpolated from observed gravity values.
 KE0446
 KE0446;                    North         East    Units  Estimated Accuracy
 KE0446;SPC MO W     -   398,170.      819,860.      MT  (+/- 180 meters Scaled)
 KE0446
 KE0446                          SUPERSEDED SURVEY CONTROL
 KE0446
 KE0446  NGVD 29 (??/??/92)  252.567  (m)          828.63   (f) ADJ UNCH    2 0
 KE0446
 KE0446.Superseded values are not recommended for survey control.
 KE0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0446.See file dsdata.txt to determine how the superseded data were derived.
 KE0446
 KE0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE413020(NAD 83)
 KE0446_MARKER: Q = CHISELED SQUARE
 KE0446_SETTING: 0 = UNSPECIFIED SETTING
 KE0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0446
 KE0446  HISTORY     - Date     Condition        Report By
 KE0446  HISTORY     - 1934     MONUMENTED       CGS
 KE0446  HISTORY     - 1948     MARK NOT FOUND   NGS
 KE0446
 KE0446                          STATION DESCRIPTION
 KE0446
 KE0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0446'AT ST JOSEPH.
 KE0446'AT ST. JOSEPH 75 FEET EAST AND 14 FEET SOUTH OF SOUTH END OF UNION
 KE0446'STATION AT ST. JOSEPH.  BETWEEN THIRD AND FOURTH TRACKS EAST OF
 KE0446'STATION.  NOTE-- MEASUREMENTS WERE MADE AND SOME ASPHALT WAS CHISELED
 KE0446'AWAY ALONG THE EDGE OF THE CONCRETE.  THE MEASURMENTS DID NOT
 KE0446'INCLUDE ANY CONCRETE UNDER THE ASPHALT BUT IT WAS REMOVED TO
 KE0446'MAKE CERTAIN.
 KE0446
 KE0446                          STATION RECOVERY (1948)
 KE0446
 KE0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 KE0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0407 ***********************************************************************
 HD0407  DESIGNATION -  CHISELED SQUARE
 HD0407  PID         -  HD0407
 HD0407  STATE/COUNTY-  MO/LACLEDE
 HD0407  USGS QUAD   -  STOUTLAND (1978)
 HD0407
 HD0407                         *CURRENT SURVEY CONTROL
 HD0407  ___________________________________________________________________
 HD0407* NAD 83(1986)-  37 45 26.     (N)    092 35 46.     (W)     SCALED    
 HD0407* NAVD 88     -       370.710  (meters)    1216.24   (feet)  ADJUSTED  
 HD0407  ___________________________________________________________________
 HD0407  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HD0407  DYNAMIC HT  -         370.424 (meters)    1215.30  (feet)  COMP
 HD0407  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 HD0407
 HD0407  VERT ORDER  -  SECOND    CLASS 0
 HD0407
 HD0407.The horizontal coordinates were scaled from a topographic map and have
 HD0407.an estimated accuracy of +/- 6 seconds.
 HD0407
 HD0407.The orthometric height was determined by differential leveling
 HD0407.and adjusted by the National Geodetic Survey in June 1991..
 HD0407
 HD0407.The geoid height was determined by GEOID03.
 HD0407
 HD0407.The dynamic height is computed by dividing the NAVD 88
 HD0407.geopotential number by the normal gravity value computed on the
 HD0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0407.degrees latitude (g = 980.6199 gals.).
 HD0407
 HD0407.The modeled gravity was interpolated from observed gravity values.
 HD0407
 HD0407;                    North         East    Units  Estimated Accuracy
 HD0407;SPC MO C     -   213,490.      491,530.      MT  (+/- 180 meters Scaled)
 HD0407
 HD0407                          SUPERSEDED SURVEY CONTROL
 HD0407
 HD0407  NGVD 29 (??/??/92)  370.594  (m)         1215.86   (f) ADJ UNCH    2 0
 HD0407
 HD0407.Superseded values are not recommended for survey control.
 HD0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0407.See file dsdata.txt to determine how the superseded data were derived.
 HD0407
 HD0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB355789(NAD 83)
 HD0407_MARKER: Q = CHISELED SQUARE
 HD0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0407_SP_SET: SEMAPHORE BASE
 HD0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0407
 HD0407  HISTORY     - Date     Condition        Report By
 HD0407  HISTORY     - UNK      MONUMENTED       USGS
 HD0407  HISTORY     - 1938     GOOD             NGS
 HD0407
 HD0407                          STATION DESCRIPTION
 HD0407
 HD0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0407'0.3 MI SW FROM SLEEPER.
 HD0407'0.3 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0407'FROM THE STATION AT SLEEPER, IN THE EAST HALF OF SECTION 20,
 HD0407'T 35 N, R 15 W, 10 FEET NORTHWEST OF THE SEVENTEENTH POLE
 HD0407'SOUTHWEST OF MILEPOST 174, AT A SEMAPHORE, ON THE TOP OF THE
 HD0407'SOUTHEAST CORNER OF THE CONCRETE BASE, 12 FEET EAST OF THE
 HD0407'EAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A 2-INCH
 HD0407'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0356 ***********************************************************************
 GE0356  DESIGNATION -  CHISELED SQUARE
 GE0356  PID         -  GE0356
 GE0356  STATE/COUNTY-  MO/RIPLEY
 GE0356  USGS QUAD   -  DONIPHAN SOUTH (1980)
 GE0356
 GE0356                         *CURRENT SURVEY CONTROL
 GE0356  ___________________________________________________________________
 GE0356* NAD 83(1986)-  36 36 59.     (N)    090 49 34.     (W)     SCALED    
 GE0356* NAVD 88     -       104.462  (meters)     342.72   (feet)  POSTED    
 GE0356  ___________________________________________________________________
 GE0356  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GE0356  DYNAMIC HT  -         104.380 (meters)     342.45  (feet)  COMP
 GE0356  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 GE0356
 GE0356  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GE0356
 GE0356.The horizontal coordinates were scaled from a topographic map and have
 GE0356.an estimated accuracy of +/- 6 seconds.
 GE0356
 GE0356.The orthometric height was determined by differential leveling
 GE0356.and adjusted by the National Geodetic Survey in 1992..
 GE0356.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GE0356.rate of 4.1 thru 8.0 mm/km.
 GE0356
 GE0356.The geoid height was determined by GEOID03.
 GE0356
 GE0356.The dynamic height is computed by dividing the NAVD 88
 GE0356.geopotential number by the normal gravity value computed on the
 GE0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0356.degrees latitude (g = 980.6199 gals.).
 GE0356
 GE0356.The modeled gravity was interpolated from observed gravity values.
 GE0356
 GE0356;                    North         East    Units  Estimated Accuracy
 GE0356;SPC MO E     -    86,930.      220,830.      MT  (+/- 180 meters Scaled)
 GE0356
 GE0356                          SUPERSEDED SURVEY CONTROL
 GE0356
 GE0356  NGVD 29 (??/??/92)  104.385  (m)          342.47   (f) ADJ UNCH    3 0
 GE0356
 GE0356.Superseded values are not recommended for survey control.
 GE0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0356.See file dsdata.txt to determine how the superseded data were derived.
 GE0356
 GE0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA944545(NAD 83)
 GE0356_MARKER: Q = CHISELED SQUARE
 GE0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0356_SP_SET: STEP
 GE0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0356
 GE0356  HISTORY     - Date     Condition        Report By
 GE0356  HISTORY     - UNK      MONUMENTED       USGS
 GE0356  HISTORY     - 1933     GOOD             USGS
 GE0356  HISTORY     - 20040517 MARK NOT FOUND   USACE
 GE0356
 GE0356                          STATION DESCRIPTION
 GE0356
 GE0356'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GE0356'AT DONIPHAN.
 GE0356'AT DONIPHAN, RIPLEY COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 GE0356'AT THE STATION, AT THE EAST END OF THE ENTRANCE TO THE WAITING
 GE0356'ROOM, AND ON THE TOP OF THE CONCRETE STEP.  A CHISELED SQUARE.
 GE0356
 GE0356                          STATION RECOVERY (2004)
 GE0356
 GE0356'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GE0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0858 ***********************************************************************
 JC0858  DESIGNATION -  CHISELED SQUARE
 JC0858  PID         -  JC0858
 JC0858  STATE/COUNTY-  MO/MARIES
 JC0858  USGS QUAD   -  BELLE (1981)
 JC0858
 JC0858                         *CURRENT SURVEY CONTROL
 JC0858  ___________________________________________________________________
 JC0858* NAD 83(1986)-  38 17 09.     (N)    091 43 12.     (W)     SCALED    
 JC0858* NAVD 88     -       313.235  (meters)    1027.67   (feet)  ADJUSTED  
 JC0858  ___________________________________________________________________
 JC0858  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JC0858  DYNAMIC HT  -         313.013 (meters)    1026.94  (feet)  COMP
 JC0858  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 JC0858
 JC0858  VERT ORDER  -  SECOND    CLASS 0
 JC0858
 JC0858.The horizontal coordinates were scaled from a topographic map and have
 JC0858.an estimated accuracy of +/- 6 seconds.
 JC0858
 JC0858.The orthometric height was determined by differential leveling
 JC0858.and adjusted by the National Geodetic Survey in June 1991..
 JC0858
 JC0858.The geoid height was determined by GEOID03.
 JC0858
 JC0858.The dynamic height is computed by dividing the NAVD 88
 JC0858.geopotential number by the normal gravity value computed on the
 JC0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0858.degrees latitude (g = 980.6199 gals.).
 JC0858
 JC0858.The modeled gravity was interpolated from observed gravity values.
 JC0858
 JC0858;                    North         East    Units  Estimated Accuracy
 JC0858;SPC MO C     -   272,450.      568,240.      MT  (+/- 180 meters Scaled)
 JC0858
 JC0858                          SUPERSEDED SURVEY CONTROL
 JC0858
 JC0858  NGVD 29 (??/??/92)  313.205  (m)         1027.57   (f) ADJ UNCH    2 0
 JC0858
 JC0858.Superseded values are not recommended for survey control.
 JC0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0858.See file dsdata.txt to determine how the superseded data were derived.
 JC0858
 JC0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC119383(NAD 83)
 JC0858_MARKER: Q = CHISELED SQUARE
 JC0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0858_SP_SET: PLATFORM
 JC0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0858
 JC0858  HISTORY     - Date     Condition        Report By
 JC0858  HISTORY     - UNK      MONUMENTED       USGS
 JC0858  HISTORY     - 1935     GOOD             NGS
 JC0858
 JC0858                          STATION DESCRIPTION
 JC0858
 JC0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0858'AT BELLE.
 JC0858'AT BELLE, MARIES COUNTY, AT THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0858'RAILROAD STATION, 9 POLES WEST OF MILEPOST 105, IN FRONT OF THE
 JC0858'WAITING ROOM DOOR, 6 INCHES SOUTH OF THE STATION BUILDING, ON
 JC0858'THE NORTHWEST CORNER OF THE CONCRETE PLATFORM, AND 4 INCHES
 JC0858'EAST OF THE EDGE OF THE PLATFORM.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0416 ***********************************************************************
 HD0416  DESIGNATION -  CHISELED SQUARE
 HD0416  PID         -  HD0416
 HD0416  STATE/COUNTY-  MO/LACLEDE
 HD0416  USGS QUAD   -  STOUTLAND (1978)
 HD0416
 HD0416                         *CURRENT SURVEY CONTROL
 HD0416  ___________________________________________________________________
 HD0416* NAD 83(1986)-  37 47 50.     (N)    092 32 45.     (W)     SCALED    
 HD0416* NAVD 88     -       364.960  (meters)    1197.37   (feet)  ADJUSTED  
 HD0416  ___________________________________________________________________
 HD0416  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HD0416  DYNAMIC HT  -         364.681 (meters)    1196.46  (feet)  COMP
 HD0416  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 HD0416
 HD0416  VERT ORDER  -  SECOND    CLASS 0
 HD0416
 HD0416.The horizontal coordinates were scaled from a topographic map and have
 HD0416.an estimated accuracy of +/- 6 seconds.
 HD0416
 HD0416.The orthometric height was determined by differential leveling
 HD0416.and adjusted by the National Geodetic Survey in June 1991..
 HD0416
 HD0416.The geoid height was determined by GEOID03.
 HD0416
 HD0416.The dynamic height is computed by dividing the NAVD 88
 HD0416.geopotential number by the normal gravity value computed on the
 HD0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0416.degrees latitude (g = 980.6199 gals.).
 HD0416
 HD0416.The modeled gravity was interpolated from observed gravity values.
 HD0416
 HD0416;                    North         East    Units  Estimated Accuracy
 HD0416;SPC MO C     -   217,930.      495,960.      MT  (+/- 180 meters Scaled)
 HD0416
 HD0416                          SUPERSEDED SURVEY CONTROL
 HD0416
 HD0416  NGVD 29 (??/??/92)  364.848  (m)         1197.01   (f) ADJ UNCH    2 0
 HD0416
 HD0416.Superseded values are not recommended for survey control.
 HD0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0416.See file dsdata.txt to determine how the superseded data were derived.
 HD0416
 HD0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB399834(NAD 83)
 HD0416_MARKER: Q = CHISELED SQUARE
 HD0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0416_SP_SET: SEMAPHORE BASE
 HD0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0416
 HD0416  HISTORY     - Date     Condition        Report By
 HD0416  HISTORY     - UNK      MONUMENTED       USGS
 HD0416  HISTORY     - 1938     GOOD             NGS
 HD0416
 HD0416                          STATION DESCRIPTION
 HD0416
 HD0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0416'2.5 MI SW FROM STOUTLAND.
 HD0416'2.5 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0416'FROM STOUTLAND, 36 POLES SOUTHWEST OF MILEPOST 169, AT SEMAPHORE
 HD0416'1698, ON THE TOP OF THE NORTH CORNER OF THE BASE, 16 FEET
 HD0416'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1 FOOT ABOVE THE
 HD0416'RAIL.  A 2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0708 ***********************************************************************
 GE0708  DESIGNATION -  CHISELED SQUARE
 GE0708  PID         -  GE0708
 GE0708  STATE/COUNTY-  MO/HOWELL
 GE0708  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE0708
 GE0708                         *CURRENT SURVEY CONTROL
 GE0708  ___________________________________________________________________
 GE0708* NAD 83(1986)-  36 58 01.     (N)    091 56 02.     (W)     SCALED    
 GE0708* NAVD 88     -       361.019  (meters)    1184.44   (feet)  POSTED    
 GE0708  ___________________________________________________________________
 GE0708  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GE0708  DYNAMIC HT  -         360.720 (meters)    1183.46  (feet)  COMP
 GE0708  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 GE0708
 GE0708  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0708
 GE0708.The horizontal coordinates were scaled from a topographic map and have
 GE0708.an estimated accuracy of +/- 6 seconds.
 GE0708
 GE0708.The orthometric height was determined by differential leveling
 GE0708.and adjusted by the National Geodetic Survey in 1992..
 GE0708.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0708.rate of 0.0 thru 1.0 mm/km.
 GE0708
 GE0708.The geoid height was determined by GEOID03.
 GE0708
 GE0708.The dynamic height is computed by dividing the NAVD 88
 GE0708.geopotential number by the normal gravity value computed on the
 GE0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0708.degrees latitude (g = 980.6199 gals.).
 GE0708
 GE0708.The modeled gravity was interpolated from observed gravity values.
 GE0708
 GE0708;                    North         East    Units  Estimated Accuracy
 GE0708;SPC MO C     -   125,930.      550,410.      MT  (+/- 180 meters Scaled)
 GE0708
 GE0708                          SUPERSEDED SURVEY CONTROL
 GE0708
 GE0708  NGVD 29 (??/??/92)  360.85   (m)         1183.9    (f) COMPUTED    3 0
 GE0708
 GE0708.Superseded values are not recommended for survey control.
 GE0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0708.See file dsdata.txt to determine how the superseded data were derived.
 GE0708
 GE0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA949917(NAD 83)
 GE0708_MARKER: Q = CHISELED SQUARE
 GE0708_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0708_SP_SET: CULVERT HEADWALL
 GE0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0708+STABILITY: SURFACE MOTION
 GE0708
 GE0708  HISTORY     - Date     Condition        Report By
 GE0708  HISTORY     - UNK      MONUMENTED       USGS
 GE0708  HISTORY     - 1934     GOOD             NGS
 GE0708  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0708
 GE0708                          STATION DESCRIPTION
 GE0708
 GE0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0708'2.8 MI E FROM WILLOW SPRINGS.
 GE0708'2.8 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0708'WILLOW SPRINGS, HOWELL COUNTY, 105 FEET NORTH OF THE CROSSING
 GE0708'OF U.S. HIGHWAY 63, 500 FEET SOUTH OF THE JUNCTION OF U.S.
 GE0708'HIGHWAYS 60 AND 63, AND ON THE WEST HEADWALL OF A CONCRETE
 GE0708'CULVERT.  A CHISELED SQUARE.
 GE0708
 GE0708                          STATION RECOVERY (1977)
 GE0708
 GE0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1815 ***********************************************************************
 JC1815  DESIGNATION -  CHISELED SQUARE
 JC1815  PID         -  JC1815
 JC1815  STATE/COUNTY-  MO/ST LOUIS
 JC1815  USGS QUAD   -  MANCHESTER (1993)
 JC1815
 JC1815                         *CURRENT SURVEY CONTROL
 JC1815  ___________________________________________________________________
 JC1815* NAD 83(1986)-  38 30 19.     (N)    090 37 00.     (W)     SCALED    
 JC1815* NAVD 88     -       152.25   (meters)     499.5    (feet)  RESET     
 JC1815  ___________________________________________________________________
 JC1815  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JC1815
 JC1815  VERT ORDER  -  THIRD
 JC1815
 JC1815.The horizontal coordinates were scaled from a topographic map and have
 JC1815.an estimated accuracy of +/- 6 seconds.
 JC1815
 JC1815.The orthometric height was computed from unverified reset data.
 JC1815.No vertical observational check was made to the station.
 JC1815
 JC1815.The geoid height was determined by GEOID03.
 JC1815
 JC1815;                    North         East    Units  Estimated Accuracy
 JC1815;SPC MO E     -   296,520.      239,820.      MT  (+/- 180 meters Scaled)
 JC1815
 JC1815                          SUPERSEDED SURVEY CONTROL
 JC1815
 JC1815  NGVD 29 (02/22/06)  152.34   (m)          499.8    (f) RESET       3  
 JC1815
 JC1815.Superseded values are not recommended for survey control.
 JC1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1815.See file dsdata.txt to determine how the superseded data were derived.
 JC1815
 JC1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC078645(NAD 83)
 JC1815_MARKER: Q = CHISELED SQUARE
 JC1815_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC1815_SP_SET: BRIDGE PIER
 JC1815_MARK LOGO: NONE  
 JC1815_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1815+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2003
 JC1815
 JC1815  HISTORY     - Date     Condition        Report By
 JC1815  HISTORY     - 1974     MONUMENTED       NGS
 JC1815  HISTORY     - 19940511 GOOD             USPSQD
 JC1815  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 JC1815  HISTORY     - 20030906 GOOD             GEOCAC
 JC1815
 JC1815                          STATION DESCRIPTION
 JC1815
 JC1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JC1815'IN SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 44 NORTH, RANGE 4 EAST,
 JC1815'ALONG THE MISSOURI PACIFIC RAILROAD FROM EUREKA AT HIGHWAY 66
 JC1815'OVERPASS, IN THE SOUTHWEST CORNER OF BRIDGE A-1795, OVER THE MISSOURI
 JC1815'PACIFIC RAILROAD, 50 FEET (15.2 M) NORTH AND 50 FEET (15.2 M) WEST OF
 JC1815'ORIGINAL STATION G 204.
 JC1815
 JC1815                          STATION RECOVERY (1994)
 JC1815
 JC1815'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC1815'RECOVERED IN GOOD CONDITION.
 JC1815
 JC1815                          STATION RECOVERY (1995)
 JC1815
 JC1815'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC1815'MARK NOT FOUND.
 JC1815
 JC1815                          STATION RECOVERY (2003)
 JC1815
 JC1815'RECOVERY NOTE BY GEOCACHING 2003 (KHK)
 JC1815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1034 ***********************************************************************
 HB1034  DESIGNATION -  CHISELED SQUARE 12
 HB1034  PID         -  HB1034
 HB1034  STATE/COUNTY-  MO/PERRY
 HB1034  USGS QUAD   -  BELGIQUE (1993)
 HB1034
 HB1034                         *CURRENT SURVEY CONTROL
 HB1034  ___________________________________________________________________
 HB1034* NAD 83(1986)-  37 47 16.     (N)    089 51 12.     (W)     SCALED    
 HB1034* NAVD 88     -       186.877  (meters)     613.11   (feet)  ADJUSTED  
 HB1034  ___________________________________________________________________
 HB1034  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 HB1034  DYNAMIC HT  -         186.747 (meters)     612.69  (feet)  COMP
 HB1034  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 HB1034
 HB1034  VERT ORDER  -  SECOND    CLASS 0
 HB1034
 HB1034.The horizontal coordinates were scaled from a topographic map and have
 HB1034.an estimated accuracy of +/- 6 seconds.
 HB1034
 HB1034.The orthometric height was determined by differential leveling
 HB1034.and adjusted by the National Geodetic Survey in June 1991..
 HB1034
 HB1034.The geoid height was determined by GEOID03.
 HB1034
 HB1034.The dynamic height is computed by dividing the NAVD 88
 HB1034.geopotential number by the normal gravity value computed on the
 HB1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1034.degrees latitude (g = 980.6199 gals.).
 HB1034
 HB1034.The modeled gravity was interpolated from observed gravity values.
 HB1034
 HB1034;                    North         East    Units  Estimated Accuracy
 HB1034;SPC MO E     -   217,080.      306,960.      MT  (+/- 180 meters Scaled)
 HB1034
 HB1034                          SUPERSEDED SURVEY CONTROL
 HB1034
 HB1034  NGVD 29 (??/??/??)  186.981  (m)          613.45   (f) ADJUSTED    2 0
 HB1034
 HB1034.Superseded values are not recommended for survey control.
 HB1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1034.See file dsdata.txt to determine how the superseded data were derived.
 HB1034
 HB1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG487861(NAD 83)
 HB1034_MARKER: Q = CHISELED SQUARE
 HB1034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB1034_SP_SET: CULVERT
 HB1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1034
 HB1034  HISTORY     - Date     Condition        Report By
 HB1034  HISTORY     - UNK      MONUMENTED       CGS
 HB1034  HISTORY     - 1935     GOOD             CGS
 HB1034
 HB1034                          STATION DESCRIPTION
 HB1034
 HB1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1034'3.2 MI S FROM MC BRIDE.
 HB1034'3.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE ST. LOUIS-SAN
 HB1034'FRANCISCO RAILWAY STATION AT MC BRIDE, PERRY COUNTY, 50 YARDS
 HB1034'NORTH OF DISTRICT SCHOOL NO. 12, 10 FEET WEST OF THE HIGHWAY,
 HB1034'4 FEET SOUTH OF A SIDE ROAD LEADING WEST, AND ON THE SOUTH END OF
 HB1034'A CONCRETE CULVERT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0074 ***********************************************************************
 HD0074  DESIGNATION -  CHISELED SQUARE 1295
 HD0074  PID         -  HD0074
 HD0074  STATE/COUNTY-  MO/PULASKI
 HD0074  USGS QUAD   -  DIXON (1982)
 HD0074
 HD0074                         *CURRENT SURVEY CONTROL
 HD0074  ___________________________________________________________________
 HD0074* NAD 83(1986)-  37 57 43.     (N)    092 03 04.     (W)     SCALED    
 HD0074* NAVD 88     -       308.536  (meters)    1012.26   (feet)  ADJUSTED  
 HD0074  ___________________________________________________________________
 HD0074  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HD0074  DYNAMIC HT  -         308.311 (meters)    1011.52  (feet)  COMP
 HD0074  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 HD0074
 HD0074  VERT ORDER  -  SECOND    CLASS 0
 HD0074
 HD0074.The horizontal coordinates were scaled from a topographic map and have
 HD0074.an estimated accuracy of +/- 6 seconds.
 HD0074
 HD0074.The orthometric height was determined by differential leveling
 HD0074.and adjusted by the National Geodetic Survey in June 1991..
 HD0074
 HD0074.The geoid height was determined by GEOID03.
 HD0074
 HD0074.The dynamic height is computed by dividing the NAVD 88
 HD0074.geopotential number by the normal gravity value computed on the
 HD0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0074.degrees latitude (g = 980.6199 gals.).
 HD0074
 HD0074.The modeled gravity was interpolated from observed gravity values.
 HD0074
 HD0074;                    North         East    Units  Estimated Accuracy
 HD0074;SPC MO C     -   236,300.      539,450.      MT  (+/- 180 meters Scaled)
 HD0074
 HD0074                          SUPERSEDED SURVEY CONTROL
 HD0074
 HD0074  NGVD 29 (??/??/92)  308.464  (m)         1012.02   (f) ADJ UNCH    2 0
 HD0074
 HD0074.Superseded values are not recommended for survey control.
 HD0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0074.See file dsdata.txt to determine how the superseded data were derived.
 HD0074
 HD0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC833020(NAD 83)
 HD0074_MARKER: Q = CHISELED SQUARE
 HD0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0074_SP_SET: SEMAPHORE BASE
 HD0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0074
 HD0074  HISTORY     - Date     Condition        Report By
 HD0074  HISTORY     - UNK      MONUMENTED       USGS
 HD0074  HISTORY     - 1938     GOOD             NGS
 HD0074
 HD0074                          STATION DESCRIPTION
 HD0074
 HD0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0074'0.9 MI NW FROM FRANKS.
 HD0074'0.9 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0074'FROM FRANKS, PULASKI COUNTY, 55 FEET NORTHWEST OF A SIDETRACK,
 HD0074'AT SEMAPHORE 1295, AND ON THE TOP OF THE NORTH CORNER OF THE BASE.
 HD0074'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0056 ***********************************************************************
 HD0056  DESIGNATION -  CHISELED SQUARE 1488
 HD0056  PID         -  HD0056
 HD0056  STATE/COUNTY-  MO/PULASKI
 HD0056  USGS QUAD   -  CROCKER (1976)
 HD0056
 HD0056                         *CURRENT SURVEY CONTROL
 HD0056  ___________________________________________________________________
 HD0056* NAD 83(1986)-  37 55 29.     (N)    092 16 35.     (W)     SCALED    
 HD0056* NAVD 88     -       330.006  (meters)    1082.69   (feet)  ADJUSTED  
 HD0056  ___________________________________________________________________
 HD0056  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HD0056  DYNAMIC HT  -         329.759 (meters)    1081.88  (feet)  COMP
 HD0056  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 HD0056
 HD0056  VERT ORDER  -  SECOND    CLASS 0
 HD0056
 HD0056.The horizontal coordinates were scaled from a topographic map and have
 HD0056.an estimated accuracy of +/- 6 seconds.
 HD0056
 HD0056.The orthometric height was determined by differential leveling
 HD0056.and adjusted by the National Geodetic Survey in June 1991..
 HD0056
 HD0056.The geoid height was determined by GEOID03.
 HD0056
 HD0056.The dynamic height is computed by dividing the NAVD 88
 HD0056.geopotential number by the normal gravity value computed on the
 HD0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0056.degrees latitude (g = 980.6199 gals.).
 HD0056
 HD0056.The modeled gravity was interpolated from observed gravity values.
 HD0056
 HD0056;                    North         East    Units  Estimated Accuracy
 HD0056;SPC MO C     -   232,100.      519,660.      MT  (+/- 180 meters Scaled)
 HD0056
 HD0056                          SUPERSEDED SURVEY CONTROL
 HD0056
 HD0056  NGVD 29 (??/??/92)  329.90   (m)         1082.3    (f) COMPUTED    2 0
 HD0056
 HD0056.Superseded values are not recommended for survey control.
 HD0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0056.See file dsdata.txt to determine how the superseded data were derived.
 HD0056
 HD0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB635977(NAD 83)
 HD0056_MARKER: Q = CHISELED SQUARE
 HD0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0056_SP_SET: SEMAPHORE BASE
 HD0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0056
 HD0056  HISTORY     - Date     Condition        Report By
 HD0056  HISTORY     - UNK      MONUMENTED       USGS
 HD0056  HISTORY     - 1938     GOOD             NGS
 HD0056
 HD0056                          STATION DESCRIPTION
 HD0056
 HD0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0056'3.5 MI NE FROM SWEDEBORG.
 HD0056'3.5 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0056'THE STATION AT SWEDEBORG, PULASKI COUNTY, AT SEMAPHORE 1488, AND ON
 HD0056'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE.  A CHISELED
 HD0056'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0058 ***********************************************************************
 HD0058  DESIGNATION -  CHISELED SQUARE 1483
 HD0058  PID         -  HD0058
 HD0058  STATE/COUNTY-  MO/PULASKI
 HD0058  USGS QUAD   -  CROCKER (1976)
 HD0058
 HD0058                         *CURRENT SURVEY CONTROL
 HD0058  ___________________________________________________________________
 HD0058* NAD 83(1986)-  37 55 36.     (N)    092 16 10.     (W)     SCALED    
 HD0058* NAVD 88     -       335.805  (meters)    1101.72   (feet)  ADJUSTED  
 HD0058  ___________________________________________________________________
 HD0058  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HD0058  DYNAMIC HT  -         335.553 (meters)    1100.89  (feet)  COMP
 HD0058  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 HD0058
 HD0058  VERT ORDER  -  SECOND    CLASS 0
 HD0058
 HD0058.The horizontal coordinates were scaled from a topographic map and have
 HD0058.an estimated accuracy of +/- 6 seconds.
 HD0058
 HD0058.The orthometric height was determined by differential leveling
 HD0058.and adjusted by the National Geodetic Survey in June 1991..
 HD0058
 HD0058.The geoid height was determined by GEOID03.
 HD0058
 HD0058.The dynamic height is computed by dividing the NAVD 88
 HD0058.geopotential number by the normal gravity value computed on the
 HD0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0058.degrees latitude (g = 980.6199 gals.).
 HD0058
 HD0058.The modeled gravity was interpolated from observed gravity values.
 HD0058
 HD0058;                    North         East    Units  Estimated Accuracy
 HD0058;SPC MO C     -   232,320.      520,270.      MT  (+/- 180 meters Scaled)
 HD0058
 HD0058                          SUPERSEDED SURVEY CONTROL
 HD0058
 HD0058  NGVD 29 (??/??/92)  335.70   (m)         1101.4    (f) COMPUTED    2 0
 HD0058
 HD0058.Superseded values are not recommended for survey control.
 HD0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0058.See file dsdata.txt to determine how the superseded data were derived.
 HD0058
 HD0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB642979(NAD 83)
 HD0058_MARKER: Q = CHISELED SQUARE
 HD0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0058_SP_SET: SEMAPHORE BASE
 HD0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0058
 HD0058  HISTORY     - Date     Condition        Report By
 HD0058  HISTORY     - UNK      MONUMENTED       USGS
 HD0058  HISTORY     - 1938     GOOD             NGS
 HD0058
 HD0058                          STATION DESCRIPTION
 HD0058
 HD0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0058'1.8 MI SW FROM CROCKER.
 HD0058'1.8 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0058'FROM THE STATION AT CROCKER, PULASKI COUNTY, ON THE NORTH SIDE OF
 HD0058'THE TRACK, AT SEMAPHORE 1483, AND ON THE TOP OF THE SOUTHEAST
 HD0058'CORNER OF THE CONCRETE BASE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0053 ***********************************************************************
 HD0053  DESIGNATION -  CHISELED SQUARE 1506
 HD0053  PID         -  HD0053
 HD0053  STATE/COUNTY-  MO/PULASKI
 HD0053  USGS QUAD   -  CROCKER (1976)
 HD0053
 HD0053                         *CURRENT SURVEY CONTROL
 HD0053  ___________________________________________________________________
 HD0053* NAD 83(1986)-  37 55 03.     (N)    092 18 24.     (W)     SCALED    
 HD0053* NAVD 88     -       343.109  (meters)    1125.68   (feet)  ADJUSTED  
 HD0053  ___________________________________________________________________
 HD0053  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HD0053  DYNAMIC HT  -         342.852 (meters)    1124.84  (feet)  COMP
 HD0053  MODELED GRAV-     979,872.7   (mgal)                       NAVD 88
 HD0053
 HD0053  VERT ORDER  -  SECOND    CLASS 0
 HD0053
 HD0053.The horizontal coordinates were scaled from a topographic map and have
 HD0053.an estimated accuracy of +/- 6 seconds.
 HD0053
 HD0053.The orthometric height was determined by differential leveling
 HD0053.and adjusted by the National Geodetic Survey in June 1991..
 HD0053
 HD0053.The geoid height was determined by GEOID03.
 HD0053
 HD0053.The dynamic height is computed by dividing the NAVD 88
 HD0053.geopotential number by the normal gravity value computed on the
 HD0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0053.degrees latitude (g = 980.6199 gals.).
 HD0053
 HD0053.The modeled gravity was interpolated from observed gravity values.
 HD0053
 HD0053;                    North         East    Units  Estimated Accuracy
 HD0053;SPC MO C     -   231,290.      517,000.      MT  (+/- 180 meters Scaled)
 HD0053
 HD0053                          SUPERSEDED SURVEY CONTROL
 HD0053
 HD0053  NGVD 29 (??/??/92)  343.004  (m)         1125.34   (f) ADJ UNCH    2 0
 HD0053
 HD0053.Superseded values are not recommended for survey control.
 HD0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0053.See file dsdata.txt to determine how the superseded data were derived.
 HD0053
 HD0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB609968(NAD 83)
 HD0053_MARKER: Q = CHISELED SQUARE
 HD0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0053_SP_SET: SEMAPHORE BASE
 HD0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0053
 HD0053  HISTORY     - Date     Condition        Report By
 HD0053  HISTORY     - UNK      MONUMENTED       USGS
 HD0053  HISTORY     - 1938     GOOD             NGS
 HD0053
 HD0053                          STATION DESCRIPTION
 HD0053
 HD0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0053'1.6 MI NE FROM SWEDEBORG.
 HD0053'1.6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0053'FROM THE STATION AT SWEDEBORG, PULASKI COUNTY, 250 FEET WEST OF A
 HD0053'ROAD CROSSING, 150 FEET EAST OF A FENCE, ON THE SOUTH SIDE OF THE
 HD0053'TRACK, AT SEMAPHORE 1506, AND ON THE TOP OF THE NORTHWEST CORNER
 HD0053'OF THE CONCRETE BASE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0041 ***********************************************************************
 HD0041  DESIGNATION -  CHISELED SQUARE 1588
 HD0041  PID         -  HD0041
 HD0041  STATE/COUNTY-  MO/PULASKI
 HD0041  USGS QUAD   -  RICHLAND (1976)
 HD0041
 HD0041                         *CURRENT SURVEY CONTROL
 HD0041  ___________________________________________________________________
 HD0041* NAD 83(1986)-  37 51 23.     (N)    092 23 27.     (W)     SCALED    
 HD0041* NAVD 88     -       339.905  (meters)    1115.17   (feet)  ADJUSTED  
 HD0041  ___________________________________________________________________
 HD0041  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HD0041  DYNAMIC HT  -         339.651 (meters)    1114.34  (feet)  COMP
 HD0041  MODELED GRAV-     979,871.1   (mgal)                       NAVD 88
 HD0041
 HD0041  VERT ORDER  -  SECOND    CLASS 0
 HD0041
 HD0041.The horizontal coordinates were scaled from a topographic map and have
 HD0041.an estimated accuracy of +/- 6 seconds.
 HD0041
 HD0041.The orthometric height was determined by differential leveling
 HD0041.and adjusted by the National Geodetic Survey in June 1991..
 HD0041
 HD0041.The geoid height was determined by GEOID03.
 HD0041
 HD0041.The dynamic height is computed by dividing the NAVD 88
 HD0041.geopotential number by the normal gravity value computed on the
 HD0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0041.degrees latitude (g = 980.6199 gals.).
 HD0041
 HD0041.The modeled gravity was interpolated from observed gravity values.
 HD0041
 HD0041;                    North         East    Units  Estimated Accuracy
 HD0041;SPC MO C     -   224,500.      509,610.      MT  (+/- 180 meters Scaled)
 HD0041
 HD0041                          SUPERSEDED SURVEY CONTROL
 HD0041
 HD0041  NGVD 29 (??/??/92)  339.799  (m)         1114.82   (f) ADJ UNCH    2 0
 HD0041
 HD0041.Superseded values are not recommended for survey control.
 HD0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0041.See file dsdata.txt to determine how the superseded data were derived.
 HD0041
 HD0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB535900(NAD 83)
 HD0041_MARKER: Q = CHISELED SQUARE
 HD0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0041_SP_SET: SEMAPHORE BASE
 HD0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0041
 HD0041  HISTORY     - Date     Condition        Report By
 HD0041  HISTORY     - UNK      MONUMENTED       USGS
 HD0041  HISTORY     - 1938     GOOD             NGS
 HD0041
 HD0041                          STATION DESCRIPTION
 HD0041
 HD0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0041'1 MI NE FROM RICHLAND.
 HD0041'1.0 MILE NORTHEAST ALONG THE ST. LOUIS SAN FRANSISCO RAILWAY FROM
 HD0041'THE STATION AT RICHLAND, PULASKI COUNTY, OPPOSITE THE THIRTY
 HD0041'SECOND POLE SOUTHWEST OF MILEPOST 158, AT SEMAPHORE 1588, ON THE
 HD0041'TOP OF THE BASE, AND 8 FEET SOUTHEAST OF THE SOUTHEAST RAIL.
 HD0041'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0412 ***********************************************************************
 KE0412  DESIGNATION -  CHISELED SQUARE 2
 KE0412  PID         -  KE0412
 KE0412  STATE/COUNTY-  MO/ANDREW
 KE0412  USGS QUAD   -  AMAZONIA (1972)
 KE0412
 KE0412                         *CURRENT SURVEY CONTROL
 KE0412  ___________________________________________________________________
 KE0412* NAD 83(1986)-  39 54 37.     (N)    094 58 33.     (W)     SCALED    
 KE0412* NAVD 88     -       256.315  (meters)     840.93   (feet)  ADJUSTED  
 KE0412  ___________________________________________________________________
 KE0412  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KE0412  DYNAMIC HT  -         256.170 (meters)     840.45  (feet)  COMP
 KE0412  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KE0412
 KE0412  VERT ORDER  -  FIRST     CLASS II
 KE0412
 KE0412.The horizontal coordinates were scaled from a topographic map and have
 KE0412.an estimated accuracy of +/- 6 seconds.
 KE0412
 KE0412.The orthometric height was determined by differential leveling
 KE0412.and adjusted by the National Geodetic Survey in June 1991..
 KE0412
 KE0412.The geoid height was determined by GEOID03.
 KE0412
 KE0412.The dynamic height is computed by dividing the NAVD 88
 KE0412.geopotential number by the normal gravity value computed on the
 KE0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0412.degrees latitude (g = 980.6199 gals.).
 KE0412
 KE0412.The modeled gravity was interpolated from observed gravity values.
 KE0412
 KE0412;                    North         East    Units  Estimated Accuracy
 KE0412;SPC MO W     -   415,620.      809,320.      MT  (+/- 180 meters Scaled)
 KE0412
 KE0412                          SUPERSEDED SURVEY CONTROL
 KE0412
 KE0412  NGVD 29 (??/??/92)  256.224  (m)          840.63   (f) ADJ UNCH    1 2
 KE0412
 KE0412.Superseded values are not recommended for survey control.
 KE0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0412.See file dsdata.txt to determine how the superseded data were derived.
 KE0412
 KE0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE311196(NAD 83)
 KE0412_MARKER: Q = CHISELED SQUARE
 KE0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0412_SP_SET: BRIDGE
 KE0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0412
 KE0412  HISTORY     - Date     Condition        Report By
 KE0412  HISTORY     - 1892     MONUMENTED       DOD
 KE0412  HISTORY     - 1948     GOOD             NGS
 KE0412  HISTORY     - 1961     GOOD             NGS
 KE0412  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0412
 KE0412                          STATION DESCRIPTION
 KE0412
 KE0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0412'0.5 MI W FROM NODAWAY.
 KE0412'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0412'FROM THE STATION AT NODAWAY, CUT AT THE NORTHWEST CORNER AT
 KE0412'THE WEST END OF THE NORTHEAST WINGWALL OF BRIDGE NO. 77.54 OVER
 KE0412'THE NODAWAY RIVER, 6.4 FEET NORTH OF THE NORTH RAIL OF THE MOST
 KE0412'NORTHERLY TRACK, 1.6 FEET NORTH OF THE NORTH EDGE OF THE BRIDGE
 KE0412'NUMBER SIGN BOARD, 1.5 FEET NORTH OF THE SOUTH FACE, 0.6 FOOT
 KE0412'SOUTH OF THE NORTH FACE AND 0.3 FOOT EAST OF THE WEST END OF
 KE0412'THE WINGWALL.
 KE0412
 KE0412                          STATION RECOVERY (1961)
 KE0412
 KE0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0412'RECOVERED IN GOOD CONDITION.
 KE0412
 KE0412                          STATION RECOVERY (1989)
 KE0412
 KE0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0412'THERE IS A LARGE WOODEN BEAM ATTACHED TO THE TOP OF THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0382 ***********************************************************************
 KE0382  DESIGNATION -  CHISELED SQUARE 3
 KE0382  PID         -  KE0382
 KE0382  STATE/COUNTY-  MO/BUCHANAN
 KE0382  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0382
 KE0382                         *CURRENT SURVEY CONTROL
 KE0382  ___________________________________________________________________
 KE0382* NAD 83(1986)-  39 46 52.     (N)    094 52 19.     (W)     SCALED    
 KE0382* NAVD 88     -       251.595  (meters)     825.44   (feet)  ADJUSTED  
 KE0382  ___________________________________________________________________
 KE0382  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KE0382  DYNAMIC HT  -         251.448 (meters)     824.96  (feet)  COMP
 KE0382  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 KE0382
 KE0382  VERT ORDER  -  FIRST     CLASS II
 KE0382
 KE0382.The horizontal coordinates were scaled from a topographic map and have
 KE0382.an estimated accuracy of +/- 6 seconds.
 KE0382
 KE0382.The orthometric height was determined by differential leveling
 KE0382.and adjusted by the National Geodetic Survey in June 1991..
 KE0382
 KE0382.The geoid height was determined by GEOID03.
 KE0382
 KE0382.The dynamic height is computed by dividing the NAVD 88
 KE0382.geopotential number by the normal gravity value computed on the
 KE0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0382.degrees latitude (g = 980.6199 gals.).
 KE0382
 KE0382.The modeled gravity was interpolated from observed gravity values.
 KE0382
 KE0382;                    North         East    Units  Estimated Accuracy
 KE0382;SPC MO W     -   401,230.      818,140.      MT  (+/- 180 meters Scaled)
 KE0382
 KE0382                          SUPERSEDED SURVEY CONTROL
 KE0382
 KE0382  NGVD 29 (??/??/92)  251.500  (m)          825.13   (f) ADJ UNCH    1 2
 KE0382
 KE0382.Superseded values are not recommended for survey control.
 KE0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0382.See file dsdata.txt to determine how the superseded data were derived.
 KE0382
 KE0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE396051(NAD 83)
 KE0382_MARKER: Q = CHISELED SQUARE
 KE0382_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0382_SP_SET: ABUTMENT
 KE0382_MARK LOGO: NONE  
 KE0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0382+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 KE0382
 KE0382  HISTORY     - Date     Condition        Report By
 KE0382  HISTORY     - 1892     MONUMENTED       DOD
 KE0382  HISTORY     - 1948     GOOD             NGS
 KE0382  HISTORY     - 1966     GOOD             NGS
 KE0382  HISTORY     - 19890815 GOOD             NGS
 KE0382
 KE0382                          STATION DESCRIPTION
 KE0382
 KE0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0382'2.2 MI N FROM ST JOSEPH.
 KE0382'2.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0382'FROM THE STATION AT ST. JOSEPH, 0.2 MILE NORTH OF MILEPOST NO.
 KE0382'65, AT THE OVERHEAD BRIDGE OF COUNTY ROAD 00, CUT ON THE NORTHEAST
 KE0382'CORNER AT THE EAST END OF THE SOUTH ABUTMENT OF BRIDGE NO. 65.21,
 KE0382'107.0 FEET NORTH OF A POINT IN LINE WITH THE NORTH EDGE OF THE
 KE0382'OVERHEAD BRIDGE, 7.4 FEET EAST OF THE EAST RAIL OF THE MOST
 KE0382'EASTERLY TRACK, ABOUT LEVEL WITH THE BASE OF THE RAILS.
 KE0382
 KE0382                          STATION RECOVERY (1966)
 KE0382
 KE0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KE0382'RECOVERED IN GOOD CONDITION.
 KE0382
 KE0382                          STATION RECOVERY (1989)
 KE0382
 KE0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0362 ***********************************************************************
 KE0362  DESIGNATION -  CHISELED SQUARE 5
 KE0362  PID         -  KE0362
 KE0362  STATE/COUNTY-  MO/BUCHANAN
 KE0362  USGS QUAD   -  HALLS (1972)
 KE0362
 KE0362                         *CURRENT SURVEY CONTROL
 KE0362  ___________________________________________________________________
 KE0362* NAD 83(1986)-  39 38 26.     (N)    094 57 32.     (W)     SCALED    
 KE0362* NAVD 88     -       249.754  (meters)     819.40   (feet)  ADJUSTED  
 KE0362  ___________________________________________________________________
 KE0362  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KE0362  DYNAMIC HT  -         249.605 (meters)     818.91  (feet)  COMP
 KE0362  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 KE0362
 KE0362  VERT ORDER  -  FIRST     CLASS II
 KE0362
 KE0362.The horizontal coordinates were scaled from a topographic map and have
 KE0362.an estimated accuracy of +/- 6 seconds.
 KE0362
 KE0362.The orthometric height was determined by differential leveling
 KE0362.and adjusted by the National Geodetic Survey in June 1991..
 KE0362
 KE0362.The geoid height was determined by GEOID03.
 KE0362
 KE0362.The dynamic height is computed by dividing the NAVD 88
 KE0362.geopotential number by the normal gravity value computed on the
 KE0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0362.degrees latitude (g = 980.6199 gals.).
 KE0362
 KE0362.The modeled gravity was interpolated from observed gravity values.
 KE0362
 KE0362;                    North         East    Units  Estimated Accuracy
 KE0362;SPC MO W     -   385,660.      810,610.      MT  (+/- 180 meters Scaled)
 KE0362
 KE0362                          SUPERSEDED SURVEY CONTROL
 KE0362
 KE0362  NGVD 29 (??/??/92)  249.645  (m)          819.04   (f) ADJ UNCH    1 2
 KE0362
 KE0362.Superseded values are not recommended for survey control.
 KE0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0362.See file dsdata.txt to determine how the superseded data were derived.
 KE0362
 KE0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD319896(NAD 83)
 KE0362_MARKER: Z = SEE DESCRIPTION
 KE0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0362_SP_SET: BRIDGE
 KE0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0362
 KE0362  HISTORY     - Date     Condition        Report By
 KE0362  HISTORY     - UNK      MONUMENTED       RBNF
 KE0362  HISTORY     - 1948     GOOD             NGS
 KE0362  HISTORY     - 1958     GOOD             NGS
 KE0362  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0362
 KE0362                          STATION DESCRIPTION
 KE0362
 KE0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0362'0.9 MI NE FROM HALLS.
 KE0362'0.9 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0362'RAILROAD FROM THE STATION AT HALLS, CUT ON THE SOUTHWEST CORNER
 KE0362'AT THE SOUTHWEST END OF THE SOUTHEAST CURBING OF U.S. HIGHWAY
 KE0362'NO. 59 BRIDGE OVER CLOVERDALE DRAIN, 46.0 FEET NORTHWEST OF
 KE0362'THE NORTHWEST RAIL OF THE MOST NORTHWESTERLY TRACK, 17.0 FEET
 KE0362'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH THE
 KE0362'SOUTH FACE OF THE CURVED WALL AT THE SOUTH CORNER OF THE BRIDGE,
 KE0362'1.0 FOOT ABOVE ROAD LEVEL.
 KE0362
 KE0362                          STATION RECOVERY (1958)
 KE0362
 KE0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0362'RECOVERED IN GOOD CONDITION.
 KE0362
 KE0362                          STATION RECOVERY (1989)
 KE0362
 KE0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0361 ***********************************************************************
 KE0361  DESIGNATION -  CHISELED SQUARE 6
 KE0361  PID         -  KE0361
 KE0361  STATE/COUNTY-  MO/BUCHANAN
 KE0361  USGS QUAD   -  HALLS (1972)
 KE0361
 KE0361                         *CURRENT SURVEY CONTROL
 KE0361  ___________________________________________________________________
 KE0361* NAD 83(1986)-  39 38 26.     (N)    094 57 32.     (W)     SCALED    
 KE0361* NAVD 88     -       249.470  (meters)     818.47   (feet)  ADJUSTED  
 KE0361  ___________________________________________________________________
 KE0361  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KE0361  DYNAMIC HT  -         249.322 (meters)     817.98  (feet)  COMP
 KE0361  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 KE0361
 KE0361  VERT ORDER  -  FIRST     CLASS II
 KE0361
 KE0361.The horizontal coordinates were scaled from a topographic map and have
 KE0361.an estimated accuracy of +/- 6 seconds.
 KE0361
 KE0361.The orthometric height was determined by differential leveling
 KE0361.and adjusted by the National Geodetic Survey in June 1991..
 KE0361
 KE0361.The geoid height was determined by GEOID03.
 KE0361
 KE0361.The dynamic height is computed by dividing the NAVD 88
 KE0361.geopotential number by the normal gravity value computed on the
 KE0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0361.degrees latitude (g = 980.6199 gals.).
 KE0361
 KE0361.The modeled gravity was interpolated from observed gravity values.
 KE0361
 KE0361;                    North         East    Units  Estimated Accuracy
 KE0361;SPC MO W     -   385,660.      810,610.      MT  (+/- 180 meters Scaled)
 KE0361
 KE0361                          SUPERSEDED SURVEY CONTROL
 KE0361
 KE0361  NGVD 29 (??/??/92)  249.362  (m)          818.12   (f) ADJ UNCH    1 2
 KE0361
 KE0361.Superseded values are not recommended for survey control.
 KE0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0361.See file dsdata.txt to determine how the superseded data were derived.
 KE0361
 KE0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD319896(NAD 83)
 KE0361_MARKER: Z = SEE DESCRIPTION
 KE0361_SETTING: 0 = UNSPECIFIED SETTING
 KE0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0361
 KE0361  HISTORY     - Date     Condition        Report By
 KE0361  HISTORY     - UNK      MONUMENTED       RBNF
 KE0361  HISTORY     - 1948     GOOD             NGS
 KE0361  HISTORY     - 1958     GOOD             NGS
 KE0361  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0361
 KE0361                          STATION DESCRIPTION
 KE0361
 KE0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0361'0.9 MI NE FROM HALLS.
 KE0361'0.9 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0361'RAILROAD FROM THE STATION AT HALLS, CUT ON THE NORTH CORNER AT
 KE0361'THE NORTHEAST ABUTMENT OF U.S. HIGHWAY NO. 59 BRIDGE OVER CLOVERDALE
 KE0361'DRAIN, 81.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MOST
 KE0361'NORTHWESTERLY TRACK, 18.8 FEET NORTHWEST OF THE CENTER LINE OF
 KE0361'THE HIGHWAY, 1.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 KE0361'CURVED WALL AT THE NORTH CORNER OF THE BRIDGE, LEVEL WITH THE
 KE0361'ROAD.
 KE0361
 KE0361                          STATION RECOVERY (1958)
 KE0361
 KE0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0361'RECOVERED IN GOOD CONDITION.
 KE0361
 KE0361                          STATION RECOVERY (1989)
 KE0361
 KE0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0043 ***********************************************************************
 HD0043  DESIGNATION -  CHISLED SQUARE 1574
 HD0043  PID         -  HD0043
 HD0043  STATE/COUNTY-  MO/PULASKI
 HD0043  USGS QUAD   -  RICHLAND (1976)
 HD0043
 HD0043                         *CURRENT SURVEY CONTROL
 HD0043  ___________________________________________________________________
 HD0043* NAD 83(1986)-  37 52 10.     (N)    092 22 36.     (W)     SCALED    
 HD0043* NAVD 88     -       335.221  (meters)    1099.80   (feet)  ADJUSTED  
 HD0043  ___________________________________________________________________
 HD0043  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HD0043  DYNAMIC HT  -         334.970 (meters)    1098.98  (feet)  COMP
 HD0043  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 HD0043
 HD0043  VERT ORDER  -  SECOND    CLASS 0
 HD0043
 HD0043.The horizontal coordinates were scaled from a topographic map and have
 HD0043.an estimated accuracy of +/- 6 seconds.
 HD0043
 HD0043.The orthometric height was determined by differential leveling
 HD0043.and adjusted by the National Geodetic Survey in June 1991..
 HD0043
 HD0043.The geoid height was determined by GEOID03.
 HD0043
 HD0043.The dynamic height is computed by dividing the NAVD 88
 HD0043.geopotential number by the normal gravity value computed on the
 HD0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0043.degrees latitude (g = 980.6199 gals.).
 HD0043
 HD0043.The modeled gravity was interpolated from observed gravity values.
 HD0043
 HD0043;                    North         East    Units  Estimated Accuracy
 HD0043;SPC MO C     -   225,950.      510,850.      MT  (+/- 180 meters Scaled)
 HD0043
 HD0043                          SUPERSEDED SURVEY CONTROL
 HD0043
 HD0043  NGVD 29 (??/??/92)  335.11   (m)         1099.4    (f) COMPUTED    2 0
 HD0043
 HD0043.Superseded values are not recommended for survey control.
 HD0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0043.See file dsdata.txt to determine how the superseded data were derived.
 HD0043
 HD0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB548915(NAD 83)
 HD0043_MARKER: Q = CHISELED SQUARE
 HD0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0043_SP_SET: BATTERY WELL
 HD0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0043
 HD0043  HISTORY     - Date     Condition        Report By
 HD0043  HISTORY     - UNK      MONUMENTED       USGS
 HD0043  HISTORY     - 1938     GOOD             NGS
 HD0043
 HD0043                          STATION DESCRIPTION
 HD0043
 HD0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0043'2.3 MI NE FROM RICHLAND.
 HD0043'2.3 MILES NORTHEAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY
 HD0043'FROM THE STATION AT RICHLAND, PULASKI COUNTY, AT THE NINETEENTH
 HD0043'POLE SOUTHWEST OF MILEPOST 157, 50 YARDS EAST OF A COUNTY ROAD,
 HD0043'AT SEMAPHORE 1574, AND ON THE TOP OF THE WEST SIDE OF THE CONCRETE
 HD0043'BATTERY WELL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1568 ***********************************************************************
 KE1568  DESIGNATION -  CHITTIM
 KE1568  PID         -  KE1568
 KE1568  STATE/COUNTY-  MO/BUCHANAN
 KE1568  USGS QUAD   -  ATCHISON EAST (1984)
 KE1568
 KE1568                         *CURRENT SURVEY CONTROL
 KE1568  ___________________________________________________________________
 KE1568* NAD 83(1997)-  39 35 57.37412(N)    095 01 18.63030(W)     ADJUSTED  
 KE1568* NAVD 88     -       311.9    (meters)    1023.     (feet)  GPS OBS   
 KE1568  ___________________________________________________________________
 KE1568  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 KE1568  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KE1568
 KE1568  HORZ ORDER  -  FIRST
 KE1568
 KE1568.The horizontal coordinates were established by GPS observations
 KE1568.and adjusted by the National Geodetic Survey in February 2000..
 KE1568
 KE1568.The orthometric height was determined by GPS observations and a
 KE1568.high-resolution geoid model.
 KE1568
 KE1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1568
 KE1568.The geoid height was determined by GEOID03.
 KE1568
 KE1568;                    North         East     Units Scale Factor Converg.
 KE1568;SPC MO W     -   381,107.322   805,181.045   MT  0.99996590   -0 19 57.5
 KE1568;UTM  15      - 4,385,234.495   326,404.759   MT  0.99997103   -1 17 20.7
 KE1568
 KE1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1568!SPC MO W     -   0.99995606  x   0.99996590  =   0.99992197
 KE1568!UTM  15      -   0.99995606  x   0.99997103  =   0.99992710
 KE1568
 KE1568:                Primary Azimuth Mark                     Grid Az
 KE1568:SPC MO W     -  SOUTH ATCHISON WATER TANK                236 52 36.1
 KE1568:UTM  15      -  SOUTH ATCHISON WATER TANK                237 49 59.3
 KE1568
 KE1568|---------------------------------------------------------------------|
 KE1568| PID    Reference Object                     Distance      Geod. Az  |
 KE1568|                                                           dddmmss.s |
 KE1568| CL7636 SOUTH ATCHISON WATER TANK                          2363238.6 |
 KE1568| CL7995 NORTH ATCHISON WATER TANK                          2520318.6 |
 KE1568|---------------------------------------------------------------------|
 KE1568
 KE1568                          SUPERSEDED SURVEY CONTROL
 KE1568
 KE1568  NAD 83(1997)-  39 35 57.37411(N)    095 01 18.63031(W) AD(       ) 1
 KE1568  NAD 83(1997)-  39 35 57.37412(N)    095 01 18.63031(W) AD(       ) 1
 KE1568  NAD 83(1997)-  39 35 57.37703(N)    095 01 18.60666(W) AD(       ) 1
 KE1568  NAD 83(1986)-  39 35 57.37719(N)    095 01 18.62653(W) AD(       ) 1
 KE1568  NAD 83(1986)-  39 35 57.37697(N)    095 01 18.60643(W) AD(       ) 2
 KE1568  NAD 27      -  39 35 57.40161(N)    095 01 17.72238(W) AD(       ) 2
 KE1568
 KE1568.Superseded values are not recommended for survey control.
 KE1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1568.See file dsdata.txt to determine how the superseded data were derived.
 KE1568
 KE1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD2640585234(NAD 83)
 KE1568_MARKER: DH = HORIZONTAL CONTROL DISK
 KE1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1568_STAMPING: CHITTIM 1974
 KE1568_MARK LOGO: USE   
 KE1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1568+STABILITY: SURFACE MOTION
 KE1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1568+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1996
 KE1568
 KE1568  HISTORY     - Date     Condition        Report By
 KE1568  HISTORY     - 1974     MONUMENTED       CGS
 KE1568  HISTORY     - 19960515 GOOD             MODNR
 KE1568
 KE1568                          STATION DESCRIPTION
 KE1568
 KE1568'DESCRIBED BY MO DEPT OF NAT RES 1996
 KE1568'A U.S.C.O.E.  DISK STAMPED CHITTIM, 1974 IN A 6 IN ROUND CONCRETE
 KE1568'MONUMENT FLUSH WITH THE GROUND. THE STATION IS LOCATED IN THE NW 0.25
 KE1568'OF SECTION 11, TOWNSHIP 55 NORTH, RANGE 37 WEST ON PROPERTY OWNED BY
 KE1568'REVEREND EUGENE CHITTIM. IT IS ABOUT 0.3 MI (0.5 KM) NNE OF HIS
 KE1568'RESIDENCE ON A DIRT ROAD LEADING UP THE GRADE TO THE BLUFF, 32 FT (9.8
 KE1568'M) SOUTH OF THE CREST OF THE GRADE, 21 FT (6.4 M) WEST OF THE CENTER
 KE1568'LINE OF THE ROAD, 5 FT (1.5 M) HIGHER THAN THE ROAD, 1.8 FT (0.5 M)
 KE1568'WEST OF A C.O.E. WITNESS POST AND 1.7 FT (0.5 M) EAST OF ANOTHER
 KE1568'WITNESS POST. TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY
 KE1568'59 WITH MISSOURI HIGHWAY 116 IN RUSHVILLE, MO, GO NORTHERLY ON U.S.
 KE1568'59 FOR 0.9 MI (1.4 KM) TO GRAY RD.  (BUCHANAN CO.  RD.  248) ON RIGHT.
 KE1568'TURN RIGHT AND FOLLOW GRAY RD.  EAST ACROSS RAILROAD THEN SOUTH FOR
 KE1568'0.15 MI (0.24 KM) TO A PRIVATE ENTRANCE ON THE LEFT TURN LEFT AND GO
 KE1568'EAST FOR 0.15 MI (0.24 KM) TO A FORK IN DRIVE.  TAKE LEFT FORK AND GO
 KE1568'NORTHERLY FOR 0.1 MI (0.2 KM) TO REVEREND CHITTIM S RESIDENCE ON THE
 KE1568'RIGHT.  CONTINUE NORTHERLY ON DIRT ROAD FOR 0.3 MI (0.5 KM) BEYOND
 KE1568'REVEREND CHITTIM S HOUSE TO CREST OF GRADE AND STATION ON THE LEFT
 KE1568'(WEST) AS DESCRIBED. PROPERTY OWNED BY REVEREND EUGENE CHITTIM ROUTE 1
 KE1568'- BOX 12 RUSHVILLE, MO TEL 816/688-7871 DATE OF REPORT 05-15-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0499 ***********************************************************************
 JD0499  DESIGNATION -  CHOUTEAU
 JD0499  PID         -  JD0499
 JD0499  STATE/COUNTY-  MO/COOPER
 JD0499  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0499
 JD0499                         *CURRENT SURVEY CONTROL
 JD0499  ___________________________________________________________________
 JD0499* NAD 83(1997)-  38 55 53.66094(N)    092 53 25.17037(W)     ADJUSTED  
 JD0499* NAVD 88     -       226.169  (meters)     742.02   (feet)  ADJUSTED  
 JD0499  ___________________________________________________________________
 JD0499  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JD0499  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0499  DYNAMIC HT  -         226.024 (meters)     741.55  (feet)  COMP
 JD0499  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 JD0499
 JD0499  HORZ ORDER  -  SECOND
 JD0499  VERT ORDER  -  SECOND    CLASS 0
 JD0499
 JD0499.The horizontal coordinates were established by classical geodetic methods
 JD0499.and adjusted by the National Geodetic Survey in February 2000..
 JD0499
 JD0499.The orthometric height was determined by differential leveling
 JD0499.and adjusted by the National Geodetic Survey in June 1991..
 JD0499
 JD0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0499
 JD0499.The geoid height was determined by GEOID03.
 JD0499
 JD0499.The dynamic height is computed by dividing the NAVD 88
 JD0499.geopotential number by the normal gravity value computed on the
 JD0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0499.degrees latitude (g = 980.6199 gals.).
 JD0499
 JD0499.The modeled gravity was interpolated from observed gravity values.
 JD0499
 JD0499;                    North         East     Units Scale Factor Converg.
 JD0499;SPC MO C     -   343,907.270   466,157.197   MT  0.99994743   -0 14 43.0
 JD0499;UTM  15      - 4,309,188.870   509,506.083   MT  0.99960111   +0 04 08.1
 JD0499
 JD0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0499!SPC MO C     -   0.99996964  x   0.99994743  =   0.99991707
 JD0499!UTM  15      -   0.99996964  x   0.99960111  =   0.99957077
 JD0499
 JD0499|---------------------------------------------------------------------|
 JD0499| PID    Reference Object                     Distance      Geod. Az  |
 JD0499|                                                           dddmmss.s |
 JD0499| JD0498 CHOUTEAU RM 1                        27.185 METERS 02407     |
 JD0499| JD0497 CHOUTEAU AZ MK RESET                               0373526.4 |
 JD0499| JD2638 BOONVILLE HARLEY PARK MUN TANK      APPROX.12.2 KM 0681617.4 |
 JD0499| JD2607 BOONVILLE MO TRAINING SCH TK        APPROX.14.7 KM 0700724.4 |
 JD0499| JD2636 BOONVILLE PE PIPELINE CO MAST       APPROX.11.0 KM 0720521.5 |
 JD0499| JD2605 BOONVILLE MUNICIPAL TANK            APPROX.13.4 KM 0744256.3 |
 JD0499| JD2634 ST MARTINS CATHOLIC CH STEEPLE      APPROX. 3.1 KM 1303245.9 |
 JD0499| JD0500 CHOUTEAU RM 2                        30.986 METERS 15052     |
 JD0499| JD2640 PILOT GROVE MUNICIPAL TANK          APPROX. 6.7 KM 1965259.2 |
 JD0499| JD0491 BLACK                               APPROX. 5.7 KM 2761029.2 |
 JD0499| CN6626 CHOUTEAU AZ MK                                     2963054.6 |
 JD0499|---------------------------------------------------------------------|
 JD0499
 JD0499                          SUPERSEDED SURVEY CONTROL
 JD0499
 JD0499  NAD 83(1986)-  38 55 53.66906(N)    092 53 25.17354(W) AD(       ) 2
 JD0499  NAD 27      -  38 55 53.59519(N)    092 53 24.48700(W) AD(       ) 2
 JD0499  NGVD 29 (??/??/92)  226.103  (m)          741.81   (f) ADJ UNCH    2 0
 JD0499
 JD0499.Superseded values are not recommended for survey control.
 JD0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0499.See file dsdata.txt to determine how the superseded data were derived.
 JD0499
 JD0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0950609189(NAD 83)
 JD0499_MARKER: DS = TRIANGULATION STATION DISK
 JD0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0499_STAMPING: CHOUTEAU 1949
 JD0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0499+STABILITY: SURFACE MOTION
 JD0499
 JD0499  HISTORY     - Date     Condition        Report By
 JD0499  HISTORY     - 1949     MONUMENTED       CGS
 JD0499  HISTORY     - 1962     GOOD             CGS
 JD0499  HISTORY     - 1962     GOOD             CGS
 JD0499  HISTORY     - 1962     GOOD             NGS
 JD0499
 JD0499                          STATION DESCRIPTION
 JD0499
 JD0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD0499'THE STATION IS LOCATED ABOUT 8.5 MILES WEST-SOUTHWEST OF BOONVILLE,
 JD0499'1.5 MILES SOUTH-SOUTHWEST OF THE VILLAGE OF LAMINE, IN A FARM
 JD0499'YARD.  IT IS 105 FEET NORTH OF THE NORTH CORNER OF THE HOUSE, 53
 JD0499'FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 43 FEET
 JD0499'NORTH-NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY.  THE MARK IS
 JD0499'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JD0499'CHOUTEAU 1949.
 JD0499'
 JD0499'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 50 FEET
 JD0499'WEST-NORTHWEST OF THE WEST CORNER OF THE BARN AND 34 FEET
 JD0499'NORTH-NORTHEAST OF THE WEST CORNER OF THE BARN LOT.  THE MARK
 JD0499'PROJECTS 6 INCHES AND THE DISK IS STAMPED CHOUTEAU NO 1 1949.
 JD0499'
 JD0499'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 52 FEET
 JD0499'NORTHEAST OF THE EAST CORNER OF THE HOUSE, 36 FEET SOUTHWEST OF
 JD0499'THE WEST CORNER OF THE GARAGE AND 21 FEET NORTH OF THE WELL.
 JD0499'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 JD0499'STAMPED CHOUTEAU NO 2 1949.
 JD0499'
 JD0499'AZIMUTH MARK IS ABOUT 0.45 MILE NORTHWEST OF THE STATION, 62 FEET
 JD0499'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SERVICE STATION AND
 JD0499'33.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY 50.  THE MARK
 JD0499'PROJECTS 6 INCHES AND THE DISK IS STAMPED CHOUTEAU 1949.
 JD0499'
 JD0499'TO REACH FROM THE POST OFFICE, IN LAMINE, GO SOUTH ON HIGHWAY 41,
 JD0499'1.0 MILE TO THE JUNCTION WITH US HIGHWAY 50, TURN RIGHT (WEST) ON
 JD0499'HIGHWAY 50, 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT 0.25 MILE TO
 JD0499'THE STATION ON THE LEFT IN FARM YARD.
 JD0499'
 JD0499'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHEAST 0.25 MILE TO
 JD0499'HIGHWAY 50, TURN LEFT ON HIGHWAY 50, 0.5 MILE TO A SERVICE
 JD0499'STATION ON THE RIGHT AND THE MARK AS DESCRIBED.
 JD0499'
 JD0499'NOTE- A 15 FOOT STAND NEEDED TO CLEAR LINE TO AZIMUTH MARK.
 JD0499'
 JD0499'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD0499
 JD0499                          STATION RECOVERY (1962)
 JD0499
 JD0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DJF)
 JD0499'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO
 JD0499'BE IN GOOD CONDITION.  A NEW AZIMUTH MARK HAS BEEN SET ABOUT 0.3
 JD0499'MILE NORTHEAST OF THE STATION ALONG THE NORTH RIGHT-OF-WAY FENCE
 JD0499'OF INTERSTATE 70.
 JD0499'
 JD0499'THE STATION IS LOCATED ABOUT 8.0 MILES WEST-SOUTHWEST OF BOONVILLE,
 JD0499'1.5 MILES SOUTH-SOUTHWEST OF LAMINE AND IN A FARM YARD.
 JD0499'
 JD0499'TO REACH THE STATION FROM THE INTERCHANGE JUNCTION OF INTERSTATE
 JD0499'70 AND STATE HIGHWAYS 135 AND 41, WHICH IS 6.0 MILES NORTH OF
 JD0499'PILOT GROVE, GO WEST ALONG THE SOUTH ACCESS ROAD OF INTERSTATE
 JD0499'70 FOR 2.25 MILES TO THE SUMMIT OF A HIGH RIDGE.  THE AZIMUTH
 JD0499'MARK IS A CROSS AND ON THE NORTH SIDE OF INTERSTATE 70 AND THE
 JD0499'NORTH ACCESS ROAD FROM THIS POINT.  CONTINUE WEST ON THE SOUTH
 JD0499'ACCESS ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 JD0499'GO SOUTHWEST ON GRAVELED ROAD FOR 0.25 MILE TO THE SUMMIT OF
 JD0499'RIDGE AND STATION ON EAST SIDE OF ROAD IN FARM YARD.
 JD0499'
 JD0499'THE STATION IS A STANDARD DISK STAMPED
 JD0499'CHOUTEAU 1949 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 JD0499'MONUMENT FLUSH WITH THE GROUND.  IT IS 53.0 FEET EAST OF THE
 JD0499'CENTER OF A GRAVELED ROAD, 46.5 FEET SOUTH OF AN EAST-WEST FENCE
 JD0499'ON THE SOUTH SIDE OF THE FARM YARD AND 42.0 FEET NORTH OF THE
 JD0499'CENTER OF FARM ENTRANCE ROAD.
 JD0499'
 JD0499'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHOUTEAU
 JD0499'NO 1 1949 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JD0499'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 41.0
 JD0499'FEET NORTH OF A WOODEN GATE, 7.8 FEET EAST-SOUTHEAST OF POWER AND
 JD0499'TELEPHONE POLE NUMBER D3 23 AND 3.5 FEET EAST OF THE EAST
 JD0499'RIGHT-OF-WAY FENCE ALONG THE GRAVELED ROAD.
 JD0499'
 JD0499'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHOUTEAU
 JD0499'NO 2 1949 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JD0499'WHICH IS FLUSH WITH THE GROUND.  IT IS 28.5 FEET NORTH-NORTHWEST
 JD0499'OF A WELL AND HAND PUMP, 28.0 FEET NORTHEAST OF THE NORTH END OF
 JD0499'A CONCRETE WALK LEADING TO THE FARM HOUSE AND 4.0 FEET SOUTH OF
 JD0499'A SMALL WOODEN GATE WHICH IS THE ENTRANCE TO A CHICKEN PEN.
 JD0499'
 JD0499'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHOUTEAU
 JD0499'1949 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JD0499'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 1.8 FEET WEST
 JD0499'OF A METAL WITNESS POST WITH SIGN AND 1.0 FOOT SOUTH OF THE NORTH
 JD0499'RIGHT-OF-WAY FENCE ALONG INTERSTATE 70 AND NORTH ACCESS ROAD.
 JD0499
 JD0499                          STATION RECOVERY (1962)
 JD0499
 JD0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 JD0499'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JD0499'GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG OLD U.S. HIGHWAY 40
 JD0499'FOR THE INTERSTATE HIGHWAY 70 WILL DESTROY THE AZIMUTH MARK, SO IT
 JD0499'WAS MOVED.  THE AZIMUTH MARK WAS NOT VISIBLE FROM THE STATION,
 JD0499'BUT TRIANGULATION STATION BLACK 1949 IS VISIBLE FROM THE GROUND
 JD0499'AT THIS STATION, SO IT WAS USED TO MEASURE THE ANGLES.  A
 JD0499'COMPLETE DESCRIPTION FOLLOWS.
 JD0499'
 JD0499'STATION IS LOCATED ABOUT 9 MILES WEST-SOUTHWEST OF BOONVILLE AND
 JD0499'1 AND 1/2 MILES SOUTHWEST OF THE SMALL VILLAGE OF LAMINE IN A
 JD0499'FARMYARD, 105 FEET NORTH OF THE NORTH CORNER OF PEARL MC GUIRES
 JD0499'FARMHOUSE, 104 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BARN,
 JD0499'69 FEET NORTHEAST OF A FENCE CORNER AND POWER POLE WITH
 JD0499'TRANSFORMER, 51 FEET SOUTH OF FENCE CORNER AT GATE TO BARNYARD,
 JD0499'53 FEET EAST-SOUTHEAST OF THE CENTER OF GRAVEL ROAD, AND 43
 JD0499'FEET NORTH-NORTHEAST OF THE CENTER OF DRIVEWAY.  THE MARK IS
 JD0499'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JD0499'CHOUTEAU 1949.
 JD0499'
 JD0499'TO REACH THE STATION FROM THE OVERPASS FOR STATE HIGHWAYS 41 AND
 JD0499'135 ON INTERSTATE HIGHWAY 70, (ABOUT 7 MILES SOUTHWEST OF
 JD0499'BOONVILLE) GO WEST ON THE SOUTH SERVICE OR ACCESS ROAD FOR
 JD0499'INTERSTATE HIGHWAY 70 FOR 2.2 MILES TO A GRAVEL ROAD LEFT.  TURN
 JD0499'LEFT AND GO SOUTH-SOUTHWEST ON GRAVEL ROAD FOR 0.25 MILE TO MR.
 JD0499'PEARL MC GUIRES FARM BUILDINGS ON THE LEFT AND THE STATION AS
 JD0499'DESCRIBED.
 JD0499'
 JD0499'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 50 FEET
 JD0499'WEST-NORTHWEST OF THE WEST CORNER OF BARN, 40 FEET NORTH-NORTHEAST
 JD0499'OF FENCE CORNER AT GATE TO BARNYARD, AND 3 FEET EAST OF A FENCE.
 JD0499'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CHOUTEAU NO
 JD0499'1 1949.
 JD0499'
 JD0499'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 52 FEET
 JD0499'NORTHEAST OF THE EAST CORNER OF HOUSE, 36 FEET SOUTHWEST OF THE
 JD0499'WEST CORNER OF GARAGE, AND 21 FEET NORTH OF A WELL.  THE MARK
 JD0499'IS LEVEL WITH THE GROUND AND THE DISK IS STAMPED CHOUTEAU NO 2
 JD0499'1949.
 JD0499'
 JD0499'AZIMUTH MARK (RESET) IS 0.3 MILE NORTH-NORTHEAST OF THE STATION,
 JD0499'ALONG THE NORTH RIGHT-OF-WAY FENCELINE FOR INTERSTATE HIGHWAY
 JD0499'70, 191 FEET EAST OF A FENCE CORNER AND THE SOUTHWEST CORNER
 JD0499'OF A PASTURE, 178 FEET WEST OF A LONE 10-INCH ASH TREE, 133
 JD0499'FEET NORTH OF THE MEDIUM OF INTERSTATE 70, 62 FEET NORTH OF THE
 JD0499'CENTER OF THE NORTH SERVICE ROAD, 2 FEET WEST OF A NEW STEEL
 JD0499'WITNESS POST, AND 1 FOOT OF FENCE.  THE MARK IS 8 FEET EAST OF
 JD0499'HIGHWAY STATION 483 PLUS 00, PROJECTS 4 INCHES AND THE DISK IS
 JD0499'STAMPED CHOUTEAU 1949 RESET 1962.
 JD0499'
 JD0499'TO REACH THE AZIMUTH MARK FROM THE OVERPASS FOR STATE HIGHWAYS
 JD0499'41 AND 135 ON INTERSTATE HIGHWAY 70, (ABOUT 7 MILES SOUTHWEST
 JD0499'OF BOONVILLE) GO WEST ON THE SERVICE OR ACCESS ROAD FOR 2.1
 JD0499'MILES TO THE AZIMUTH MARK ON THE RIGHT OR NORTH SIDE OF THE
 JD0499'ROAD AS DESCRIBED.
 JD0499'
 JD0499'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD0499
 JD0499                          STATION RECOVERY (1962)
 JD0499
 JD0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0499'10.2 MI W FROM BOONVILLE.
 JD0499'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0499'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES
 JD0499'WEST ALONG STATE HIGHWAY 41, THENCE 1.3 MILES WEST ALONG U.S.
 JD0499'HIGHWAY 40 AND INTERSTATE HIGHWAY 70, THENCE 0.55 MILE SOUTHWEST
 JD0499'ALONG A GRAVELED ROAD, IN A FARMYARD, 105 FEET NORTH OF THE
 JD0499'NORTH CORNER OF A HOUSE, 101.0 FEET NORTHWEST OF R.M. 2, 89.0
 JD0499'FEET SOUTHWEST OF R.M. 1, 53 FEET SOUTHEAST OF THE CENTERLINE
 JD0499'OF THE ROAD, 43 FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY,
 JD0499'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JD0499'TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0497 ***********************************************************************
 JD0497  DESIGNATION -  CHOUTEAU AZ MK RESET
 JD0497  PID         -  JD0497
 JD0497  STATE/COUNTY-  MO/COOPER
 JD0497  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0497
 JD0497                         *CURRENT SURVEY CONTROL
 JD0497  ___________________________________________________________________
 JD0497* NAD 83(1986)-  38 56 07.     (N)    092 53 11.     (W)     SCALED    
 JD0497* NAVD 88     -       207.421  (meters)     680.51   (feet)  ADJUSTED  
 JD0497  ___________________________________________________________________
 JD0497  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0497  DYNAMIC HT  -         207.289 (meters)     680.08  (feet)  COMP
 JD0497  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 JD0497
 JD0497  VERT ORDER  -  SECOND    CLASS 0
 JD0497
 JD0497.The horizontal coordinates were scaled from a topographic map and have
 JD0497.an estimated accuracy of +/- 6 seconds.
 JD0497
 JD0497.The orthometric height was determined by differential leveling
 JD0497.and adjusted by the National Geodetic Survey in June 1991..
 JD0497
 JD0497.The geoid height was determined by GEOID03.
 JD0497
 JD0497.The dynamic height is computed by dividing the NAVD 88
 JD0497.geopotential number by the normal gravity value computed on the
 JD0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0497.degrees latitude (g = 980.6199 gals.).
 JD0497
 JD0497.The modeled gravity was interpolated from observed gravity values.
 JD0497
 JD0497;                    North         East    Units  Estimated Accuracy
 JD0497;SPC MO C     -   344,320.      466,500.      MT  (+/- 180 meters Scaled)
 JD0497
 JD0497                          SUPERSEDED SURVEY CONTROL
 JD0497
 JD0497  NGVD 29 (??/??/92)  207.355  (m)          680.30   (f) ADJ UNCH    2 0
 JD0497
 JD0497.Superseded values are not recommended for survey control.
 JD0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0497.See file dsdata.txt to determine how the superseded data were derived.
 JD0497
 JD0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD098096(NAD 83)
 JD0497_MARKER: DZ = AZIMUTH MARK DISK
 JD0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0497_STAMPING: CHOUTEAU 1949 RESET 1962
 JD0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0497+STABILITY: SURFACE MOTION
 JD0497
 JD0497  HISTORY     - Date     Condition        Report By
 JD0497  HISTORY     - 1962     MONUMENTED       CGS
 JD0497
 JD0497                          STATION DESCRIPTION
 JD0497
 JD0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0497'9.7 MI W FROM BOONVILLE.
 JD0497'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 JD0497'FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST ALONG
 JD0497'STATE HIGHWAY 41, THENCE 1.3 MILES WEST ALONG U.S. HIGHWAY 40 AND
 JD0497'INTERSTATE HIGHWAY 70, ON THE TOP OF A SMALL HILL AND ON THE
 JD0497'SOUTH SIDE OF AN ACCESS ROAD, 63 FEET SOUTH OF THE CENTERLINE
 JD0497'OF THE ACCESS ROAD, 1.0 FOOT NORTH OF A FENCE, 1.8 FEET WEST OF A
 JD0497'METAL WITNESS POST, ABOUT 20 FEET ABOVE THE LEVEL OF THE ROAD,
 JD0497'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0498 ***********************************************************************
 JD0498  DESIGNATION -  CHOUTEAU RM 1
 JD0498  PID         -  JD0498
 JD0498  STATE/COUNTY-  MO/COOPER
 JD0498  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0498
 JD0498                         *CURRENT SURVEY CONTROL
 JD0498  ___________________________________________________________________
 JD0498* NAD 83(1986)-  38 55 53.     (N)    092 53 25.     (W)     SCALED    
 JD0498* NAVD 88     -       225.306  (meters)     739.19   (feet)  ADJUSTED  
 JD0498  ___________________________________________________________________
 JD0498  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0498  DYNAMIC HT  -         225.162 (meters)     738.72  (feet)  COMP
 JD0498  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 JD0498
 JD0498  VERT ORDER  -  SECOND    CLASS 0
 JD0498
 JD0498.The horizontal coordinates were scaled from a topographic map and have
 JD0498.an estimated accuracy of +/- 6 seconds.
 JD0498
 JD0498.The orthometric height was determined by differential leveling
 JD0498.and adjusted by the National Geodetic Survey in June 1991..
 JD0498
 JD0498.The geoid height was determined by GEOID03.
 JD0498
 JD0498.The dynamic height is computed by dividing the NAVD 88
 JD0498.geopotential number by the normal gravity value computed on the
 JD0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0498.degrees latitude (g = 980.6199 gals.).
 JD0498
 JD0498.The modeled gravity was interpolated from observed gravity values.
 JD0498
 JD0498;                    North         East    Units  Estimated Accuracy
 JD0498;SPC MO C     -   343,890.      466,160.      MT  (+/- 180 meters Scaled)
 JD0498
 JD0498                          SUPERSEDED SURVEY CONTROL
 JD0498
 JD0498  NGVD 29 (??/??/92)  225.240  (m)          738.97   (f) ADJ UNCH    2 0
 JD0498
 JD0498.Superseded values are not recommended for survey control.
 JD0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0498.See file dsdata.txt to determine how the superseded data were derived.
 JD0498
 JD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD095091(NAD 83)
 JD0498_MARKER: DR = REFERENCE MARK DISK
 JD0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0498_STAMPING: CHOUTEAU NO 1 1949
 JD0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0498+STABILITY: SURFACE MOTION
 JD0498
 JD0498  HISTORY     - Date     Condition        Report By
 JD0498  HISTORY     - 1949     MONUMENTED       CGS
 JD0498  HISTORY     - 1962     GOOD             NGS
 JD0498
 JD0498                          STATION DESCRIPTION
 JD0498
 JD0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0498'10.2 MI W FROM BOONVILLE.
 JD0498'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0498'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST
 JD0498'ALONG STATE HIGHWAY 41, THENCE 1.3 MILES WEST ALONG U.S. HIGHWAY
 JD0498'40 AND INTERSTATE HIGHWAY 70, THENCE 0.55 MILE SOUTHWEST ALONG A
 JD0498'GRAVELED ROAD, IN A FARMYARD, 170.6 FEET NORTH OF R.M. 2, 89.0
 JD0498'FEET NORTHEAST OF THE STATION MARK, ABOUT 8 FEET ABOVE THE LEVEL
 JD0498'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0498'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0500 ***********************************************************************
 JD0500  DESIGNATION -  CHOUTEAU RM 2
 JD0500  PID         -  JD0500
 JD0500  STATE/COUNTY-  MO/COOPER
 JD0500  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0500
 JD0500                         *CURRENT SURVEY CONTROL
 JD0500  ___________________________________________________________________
 JD0500* NAD 83(1986)-  38 55 53.     (N)    092 53 25.     (W)     SCALED    
 JD0500* NAVD 88     -       226.065  (meters)     741.68   (feet)  ADJUSTED  
 JD0500  ___________________________________________________________________
 JD0500  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0500  DYNAMIC HT  -         225.920 (meters)     741.21  (feet)  COMP
 JD0500  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 JD0500
 JD0500  VERT ORDER  -  SECOND    CLASS 0
 JD0500
 JD0500.The horizontal coordinates were scaled from a topographic map and have
 JD0500.an estimated accuracy of +/- 6 seconds.
 JD0500
 JD0500.The orthometric height was determined by differential leveling
 JD0500.and adjusted by the National Geodetic Survey in June 1991..
 JD0500
 JD0500.The geoid height was determined by GEOID03.
 JD0500
 JD0500.The dynamic height is computed by dividing the NAVD 88
 JD0500.geopotential number by the normal gravity value computed on the
 JD0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0500.degrees latitude (g = 980.6199 gals.).
 JD0500
 JD0500.The modeled gravity was interpolated from observed gravity values.
 JD0500
 JD0500;                    North         East    Units  Estimated Accuracy
 JD0500;SPC MO C     -   343,890.      466,160.      MT  (+/- 180 meters Scaled)
 JD0500
 JD0500                          SUPERSEDED SURVEY CONTROL
 JD0500
 JD0500  NGVD 29 (??/??/92)  225.999  (m)          741.47   (f) ADJ UNCH    2 0
 JD0500
 JD0500.Superseded values are not recommended for survey control.
 JD0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0500.See file dsdata.txt to determine how the superseded data were derived.
 JD0500
 JD0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD095091(NAD 83)
 JD0500_MARKER: DR = REFERENCE MARK DISK
 JD0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0500_STAMPING: CHOUTEAU NO 2 1949
 JD0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0500+STABILITY: SURFACE MOTION
 JD0500
 JD0500  HISTORY     - Date     Condition        Report By
 JD0500  HISTORY     - 1949     MONUMENTED       CGS
 JD0500  HISTORY     - 1962     GOOD             NGS
 JD0500
 JD0500                          STATION DESCRIPTION
 JD0500
 JD0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0500'10.2 MI W FROM BOONVILLE.
 JD0500'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0500'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST
 JD0500'ALONG STATE HIGHWAY 41, THENCE 1.3 MILES WEST ALONG U.S. HIGHWAY
 JD0500'40 AND INTERSTATE HIGHWAY 70, THENCE 0.55 MILES SOUTHWEST ALONG
 JD0500'A GRAVELED ROAD, IN A FARMYARD, 170.6 FEET SOUTH OF R.M. 1,
 JD0500'101.0 FEET SOUTHEAST OF THE STATION MARK, ABOUT 5 FEET ABOVE
 JD0500'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD0500'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0755 ***********************************************************************
 GF0755  DESIGNATION -  CHRISTIAN
 GF0755  PID         -  GF0755
 GF0755  STATE/COUNTY-  MO/CHRISTIAN
 GF0755  USGS QUAD   -  SELMORE (1975)
 GF0755
 GF0755                         *CURRENT SURVEY CONTROL
 GF0755  ___________________________________________________________________
 GF0755* NAD 83(1997)-  36 57 13.71588(N)    093 10 35.33358(W)     ADJUSTED  
 GF0755* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 GF0755  ___________________________________________________________________
 GF0755  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 GF0755  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GF0755
 GF0755  HORZ ORDER  -  FIRST
 GF0755
 GF0755.The horizontal coordinates were established by classical geodetic methods
 GF0755.and adjusted by the National Geodetic Survey in February 2000..
 GF0755
 GF0755.The orthometric height was scaled from a topographic map.
 GF0755
 GF0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0755
 GF0755.The geoid height was determined by GEOID03.
 GF0755
 GF0755;                    North         East     Units Scale Factor Converg.
 GF0755;SPC MO C     -   124,540.706   439,752.468   MT  0.99997803   -0 24 24.1
 GF0755;UTM  15      - 4,089,762.927   484,287.866   MT  0.99960304   -0 06 21.9
 GF0755
 GF0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0755!SPC MO C     -   0.99993608  x   0.99997803  =   0.99991411
 GF0755!UTM  15      -   0.99993608  x   0.99960304  =   0.99953915
 GF0755
 GF0755|---------------------------------------------------------------------|
 GF0755| PID    Reference Object                     Distance      Geod. Az  |
 GF0755|                                                           dddmmss.s |
 GF0755| CI1446 CHRISTIAN RM 1                       26.081 METERS 13602     |
 GF0755| CI1445 CHRISTIAN AZ MK                                    1793140.3 |
 GF0755| CI1447 CHRISTIAN RM 2                       25.154 METERS 18123     |
 GF0755| HD1304 NIXA WILSON CO N STACK              APPROX.14.5 KM 3130811.9 |
 GF0755| HD1273 OZARK MUNICIPAL TANK                APPROX. 7.5 KM 3422057.6 |
 GF0755|---------------------------------------------------------------------|
 GF0755
 GF0755                          SUPERSEDED SURVEY CONTROL
 GF0755
 GF0755  NAD 83(1997)-  36 57 13.71745(N)    093 10 35.33107(W) AD(       ) 1
 GF0755  NAD 83(1997)-  36 57 13.71811(N)    093 10 35.33183(W) AD(       ) 1
 GF0755  NAD 83(1986)-  36 57 13.72656(N)    093 10 35.33189(W) AD(       ) 1
 GF0755  NAD 27      -  36 57 13.53120(N)    093 10 34.67850(W) AD(       ) 1
 GF0755
 GF0755.Superseded values are not recommended for survey control.
 GF0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0755.See file dsdata.txt to determine how the superseded data were derived.
 GF0755
 GF0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8428889763(NAD 83)
 GF0755_MARKER: DS = TRIANGULATION STATION DISK
 GF0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0755
 GF0755  HISTORY     - Date     Condition        Report By
 GF0755  HISTORY     - 1959     MONUMENTED       CGS
 GF0755  HISTORY     - 1961     GOOD             CGS
 GF0755  HISTORY     - 1969     GOOD             CGS
 GF0755
 GF0755                          STATION DESCRIPTION
 GF0755
 GF0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0755'THE STATION IS ABOUT 6 MILES SOUTHWEST OF SPARTA AND 5 MILES
 GF0755'SOUTHEAST OF OZARK IN THE NE 1/4 OF SEC. 13, T. 26 N., R. 21 W.
 GF0755'ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY W.  IT IS 72 FEET SOUTHWEST
 GF0755'OF A FENCE CORNER, 30 FEET WEST OF THE CENTERLINE OF HIGHWAY
 GF0755'W, 1 FOOT EAST OF A FENCE, AND 3 FEET SOUTHEAST OF A WITNESS
 GF0755'POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GF0755'CHRISTIAN 1959.
 GF0755'
 GF0755'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN OZARK, GO
 GF0755'SOUTH ON U.S. HIGHWAY 65 AND STATE HIGHWAY 14 FOR 1.2 MILES
 GF0755'TO THEIR JUNCTION (HIGHWAY 14 TURNS EAST).  TURN LEFT AND
 GF0755'GO EAST ON HIGHWAY 14 FOR 1.8 MILES TO THE JUNCTION OF COUNTY
 GF0755'HIGHWAY W.  TURN RIGHT AND GO SOUTH ON HIGHWAY W FOR 3.55
 GF0755'MILES TO THE STATION ON THE RIGHT.
 GF0755'
 GF0755'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 GF0755'HIGHWAY W FOR 0.4 MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN
 GF0755'RIGHT AND GO SOUTHWEST ON THE GRAVELED ROAD FOR 146 FEET TO
 GF0755'THE AZIMUTH MARK ON THE RIGHT.
 GF0755'
 GF0755'REFERENCE MARK 1 IS 97 FEET SOUTH OF A FENCE CORNER, 32 FEET EAST
 GF0755'OF THE CENTERLINE OF HIGHWAY W, AND 1 FOOT WEST OF A WIRE FENCE.
 GF0755'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED CHRISTIAN
 GF0755'NO 1 1959.
 GF0755'
 GF0755'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTERLINE OF HIGHWAY
 GF0755'W, 3 FEET NORTHWEST OF A TELEPHONE POLE, AND 1 FOOT EAST OF
 GF0755'A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GF0755'IS STAMPED CHRISTIAN NO 2 1959.
 GF0755'
 GF0755'THE AZIMUTH MARK IS 146 FEET SOUTHWEST OF THE CENTERLINE OF
 GF0755'HIGHWAY W, 40 FEET EAST OF A WIRE FENCE, 17 FEET WEST OF
 GF0755'THE CENTERLINE OF A GRAVELED ROAD, 2 FEET NORTH OF A POWER
 GF0755'POLE, AND 2 FEET NORTHWEST OF A WITNESS POST.  THE MONUMENT
 GF0755'PROJECTS 3 INCHES AND THE DISK IS STAMPED CHRISTIAN 1959.
 GF0755'
 GF0755'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0755
 GF0755                          STATION RECOVERY (1961)
 GF0755
 GF0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0755'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 GF0755'MARK WERE FOUND IN GOOD CONDITION.
 GF0755'
 GF0755'THE PREVIOUS DESCRIPTION AND TO REACH ARE ADEQUATE.
 GF0755'
 GF0755'THE STATION WAS USED FOR A CHECK ANGLE AND WAS NOT OCCUPIED.
 GF0755
 GF0755                          STATION RECOVERY (1969)
 GF0755
 GF0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GF0755'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 GF0755'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 GF0755'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 GF0755'ADEQUATE FOR RECOVERY.
 GF0755'
 GF0755'THE STATION MARK IS AT THE EAST SIDE OF A SMALL EARTH POND.
 GF0755'
 GF0755'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 GF0755'SOUTHEAST OF OZARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2619 ***********************************************************************
 JD2619  DESIGNATION -  CHRISTIAN RESET
 JD2619  PID         -  JD2619
 JD2619  STATE/COUNTY-  MO/MONITEAU
 JD2619  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD2619
 JD2619                         *CURRENT SURVEY CONTROL
 JD2619  ___________________________________________________________________
 JD2619* NAD 83(1997)-  38 37 38.57329(N)    092 32 51.16621(W)     ADJUSTED  
 JD2619* NAVD 88     -       279.0    (meters)     915.     (feet)  VERTCON   
 JD2619  ___________________________________________________________________
 JD2619  X           -    -221,773.029 (meters)                     COMP
 JD2619  Y           -  -4,984,515.728 (meters)                     COMP
 JD2619  Z           -   3,960,239.596 (meters)                     COMP
 JD2619  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 JD2619  ELLIP HEIGHT-         246.24  (meters)          (02/17/00) GPS OBS
 JD2619  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD2619
 JD2619  HORZ ORDER  -  FIRST
 JD2619  ELLP ORDER  -  FOURTH    CLASS I
 JD2619
 JD2619.The horizontal coordinates were established by classical geodetic methods
 JD2619.and adjusted by the National Geodetic Survey in February 2000..
 JD2619
 JD2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2619
 JD2619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2619
 JD2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2619
 JD2619.The ellipsoidal height was determined by GPS observations
 JD2619.and is referenced to NAD 83.
 JD2619
 JD2619.The geoid height was determined by GEOID03.
 JD2619
 JD2619;                    North         East     Units Scale Factor Converg.
 JD2619;SPC MO C     -   310,069.522   495,860.007   MT  0.99993354   -0 01 46.9
 JD2619;UTM  15      - 4,275,525.101   539,383.522   MT  0.99961910   +0 16 56.8
 JD2619
 JD2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2619!SPC MO C     -   0.99996137  x   0.99993354  =   0.99989491
 JD2619!UTM  15      -   0.99996137  x   0.99961910  =   0.99958048
 JD2619
 JD2619|---------------------------------------------------------------------|
 JD2619| PID    Reference Object                     Distance      Geod. Az  |
 JD2619|                                                           dddmmss.s |
 JD2619| JD2617 CHRISTIAN RM 3                       61.377 METERS 00526     |
 JD2619| CN6628 CHRISTIAN RM 1                       81.836 METERS 03310     |
 JD2619| CN6627 CHRISTIAN AZ MK                                    0964906.1 |
 JD2619| CN6629 CHRISTIAN RM 2                       85.152 METERS 32831     |
 JD2619|---------------------------------------------------------------------|
 JD2619
 JD2619                          SUPERSEDED SURVEY CONTROL
 JD2619
 JD2619  NAD 83(1986)-  38 37 38.58449(N)    092 32 51.16872(W) AD(       ) 1
 JD2619  NAD 27      -  38 37 38.49620(N)    092 32 50.47880(W) AD(       ) 1
 JD2619  NGVD 29 (07/19/86)  278.9    (m)          915.     (f) VERT ANG       
 JD2619
 JD2619.Superseded values are not recommended for survey control.
 JD2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2619.See file dsdata.txt to determine how the superseded data were derived.
 JD2619
 JD2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3938475525(NAD 83)
 JD2619_MARKER: DS = TRIANGULATION STATION DISK
 JD2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2619_SP_SET: CONCRETE POST
 JD2619_STAMPING: CHRISTIAN 1879
 JD2619_MARK LOGO: CGS   
 JD2619_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2619+STABILITY: SURFACE MOTION
 JD2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2619+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 JD2619
 JD2619  HISTORY     - Date     Condition        Report By
 JD2619  HISTORY     - 1879     MONUMENTED       CGS
 JD2619  HISTORY     - 1922     MARK NOT FOUND   CGS
 JD2619  HISTORY     - 1935     GOOD             CGS
 JD2619  HISTORY     - 1949     SEE DESCRIPTION  CGS
 JD2619  HISTORY     - 1949     GOOD             CGS
 JD2619  HISTORY     - 1963     GOOD             CGS
 JD2619  HISTORY     - 19910503 GOOD             NGS
 JD2619  HISTORY     - 20030521 GOOD             COMPA
 JD2619
 JD2619                          STATION DESCRIPTION
 JD2619
 JD2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HWB)
 JD2619'ABOUT 1 MILE EAST-SOUTHEAST OF COURTHOUSE IN TOWN OF CALIFORNIA,
 JD2619'NEAR CENTER OF SOUTHERN EDGE OF NE 1/4 SEC. 27, T. 45 N., R. 15
 JD2619'W., ON NARROW STRIP OF LAND BETWEEN STATE ROAD AND MISSOURI
 JD2619'PACIFIC RAILROAD, OWNED AND FARMED IN 1922 AND DURING THE
 JD2619'PRECEDING 18 YEARS BY MR. J.H. MILLER, ABOUT 75 METERS (246 FEET)
 JD2619'SOUTH OF RAILROAD, AND ABOUT 40 METERS (131 FEET) NORTH OF ROAD.
 JD2619'SURFACE MARK IS STONE POST WITNESSED BY TWO OTHERS, AND
 JD2619'UNDERGROUND MARK IS BOTTLE OF ASHES.  IN 1879
 JD2619'SOUTHWEST CORNER OF HOUSE BELONGING TO HEIRS OF J.J. CHRISTIAN
 JD2619'WAS ABOUT 300 METERS (984 FEET) FROM STATION N 69 DEG 28 MIN E.
 JD2619'AND NORTHEAST CORNER OF H. BOEPLERS HOUSE WAS
 JD2619'ABOUT 150 METERS (492 FEET) DISTANT S 40 DEG 22 MIN W.
 JD2619
 JD2619                          STATION RECOVERY (1922)
 JD2619
 JD2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JD2619'IN 1922 STATION SITE WAS VISITED AND FOUND GROWING IN
 JD2619'WHEAT.  STATION WAS NOT RECOVERED.  MR. MILLER STATED THAT
 JD2619'MARKS WERE GONE WHEN HE MOVED ON THE FARM.
 JD2619
 JD2619                          STATION RECOVERY (1935)
 JD2619
 JD2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2619'STATION IS 1 MILE E OF CALIFORNIA, ON LAND NOW OWNED BY THE CITY
 JD2619'OF CALIFORNIA, WHICH IS NEW ADDITION TO CITY CEMETERY.  SPENT
 JD2619'ONE DAY TAKING OLD RESIDENTS TO THIS LOCATION AND DIGGING BUT
 JD2619'DEFINITE LOCATION COULD NOT BE DETERMINED.  ALSO SPENT 1/2 DAY
 JD2619'WITH ASSISTANCE OF COUNTY SURVEYOR TRYING TO LOCATE POSITION
 JD2619'OF STATION AND DIGGING FOR SAME.  ALL OLD RESIDENTS REPORTED
 JD2619'PROBABLE LOCATION AS ABOUT 30 FEET N OF CENTER OF FIELD AND 0
 JD2619'TO 50 FEET E OF E DRIVE INTO CEMETERY, WHILE LINES RUN WITH
 JD2619'TRANSIT FROM SW CORNER OF MILLER HOUSE, WHICH STILL STANDS,
 JD2619'AND PROBABLE LOCATION OF OLD BOEPPLER HOUSE, WHICH HAS BEEN
 JD2619'TORN DOWN ABOUT 50 YEARS, INDICATE LOCATION AS ABOUT 50
 JD2619'FEET S OF CENTER OF FIELD, AND ABOUT 40 FEET E OF E DRIVE
 JD2619'INTO CEMETERY.  DIGGING NEAR EACH LOCATION REVEALED NO SIGN OF
 JD2619'STATION.  STATION WAS NOT RECOVERED.
 JD2619
 JD2619                          STATION RECOVERY (1949)
 JD2619
 JD2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2619'THIS STATION WAS RECOVERED BY MEANS OF AN INVERSE COMPUTATION.
 JD2619'THE OLD UNDER GROUND MARK, A BOTTLE OF ASHES, WAS RECOVERED IN
 JD2619'GOOD CONDITION.  THE SURFACE AND REFERENCE POSTS HAVE BEEN
 JD2619'DESTROYED.  A NEW UNDER GROUND MARK WAS SET DIRECTLY OVER THE OLD
 JD2619'BOTTLE, AND A SURFACE MARK WAS SET FLUSH WITH THE GROUND.  3
 JD2619'NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ALSO ESTABLISHED.
 JD2619'R.M. NO. 3 WAS OCCUPIED AS THE ECCENTRIC STATION.  A COMPLETE
 JD2619'NEW DESCRIPTION FOLLOWS.
 JD2619'
 JD2619'THE STATION IS LOCATED ABOUT 1 MILE EAST-SOUTHEAST OF THE COURT
 JD2619'HOUSE, IN THE TOWN OF CALIFORNIA, ON THE GROUNDS OF THE TOWN
 JD2619'CEMETERY (EAST OF 2).  IT IS 122 FEET NORTH OF THE CENTERLINE OF
 JD2619'U.S. HIGHWAY 50, 107 FEET NORTHEAST OF A TELEPHONE POLE, 9 FEET
 JD2619'WEST OF THE CENTERLINE OF A GRAVELLED DRIVEWAY LEADING INTO THE
 JD2619'CEMETERY, AND 4 FEET SOUTH OF A WITNESS POST.  THE DISK IS
 JD2619'STAMPED CHRISTIAN 1879 AND IS SET FLUSH WITH THE GROUND.
 JD2619'
 JD2619'REFERENCE MARK NO. 1 IS 4 FEET NORTHWEST OF A TELEPHONE POLE.  THE
 JD2619'DISK IS STAMPED CHRISTIAN NO 1 1949 AND PROJECTS 3 INCHES.
 JD2619'
 JD2619'REFERENCE MARK NO. 2 IS 2 FEET SOUTHEAST OF A TELEPHONE POLE.  THE
 JD2619'DISK IS STAMPED CHRISTIAN NO 2 1949 AND PROJECTS 3 INCHES.  NOTE
 JD2619'
 JD2619'REFERENCE MARK NO. 3 IS 66 FEET SOUTH OF THE SOUTH RAIL OF A
 JD2619'RAILROAD TRACK, 40 FEET SOUTHEAST OF A BLAZED TELEPHONE POLE,
 JD2619'31 FEET NORTHEAST OF THE CENTERLINE OF A CURVE IN THE GRAVELLED
 JD2619'DRIVEWAY, AND 13 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  THE
 JD2619'DISK IS STAMPED CHRISTIAN NO 3 1949 AND PROJECTS 3 INCHES.
 JD2619'A TRAVERSE CONNECTION WAS MADE FROM THE STATION TO
 JD2619'THIS MARK.
 JD2619'
 JD2619'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JD2619'2 FEET WEST OF A WITNESS POST, AND 1 FOOT NORTH OF A FENCELINE.
 JD2619'THE DISK IS STAMPED CHRISTIAN 1949 AND PROJECTS 3 INCHES.
 JD2619'
 JD2619'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK F-187 1945 FROM
 JD2619'CHRISTIAN ECC. (R.M. NO. 3) THE DISTANCE IS 263.124 METERS OR
 JD2619'863.27 FEET.  THIS MARK IS 42 FEET NORTH OF THE NORTH RAIL OF THE
 JD2619'RAILROAD TRACK, 38 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 JD2619'GRAVELLED ROAD, 8 FEET NORTHWEST OF A TELEPHONE POLE, AND 1 FOOT
 JD2619'WEST OF A WITNESS POST.  IT IS A USC AND GS BENCH MARK DISK, SET
 JD2619'IN THE TOP OF A 6 INCH, CONCRETE POST WHICH PROJECTS 3 INCHES.
 JD2619'THE DISK IS STAMPED F-187 1945.  (NOTE- THIS MARK COULD NOT BE
 JD2619'SEEN FROM THE TRUE STATION BECAUSE OF A TELEPHONE POLE.)
 JD2619'
 JD2619'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2619'STATE HIGHWAY 87, AT THE SOUTH EDGE OF CALIFORNIA, GO EAST ON
 JD2619'HIGHWAY 50 FOR 1.05 MILES TO A GRAVELLED ROAD LEFT, AT THE EAST
 JD2619'EDGE OF A CEMETERY, AND THE STATION AS DESCRIBED.
 JD2619'
 JD2619'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST FOR 0.3
 JD2619'MILE TO THE MARK ON THE RIGHT.
 JD2619'
 JD2619'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 JD2619
 JD2619                          STATION RECOVERY (1949)
 JD2619
 JD2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JD2619'RECOVERED IN GOOD CONDITION.
 JD2619
 JD2619                          STATION RECOVERY (1963)
 JD2619
 JD2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2619'THE STATION, AZIMUTH, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 JD2619'AS DESCRIBED AND IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED.
 JD2619'OBSERVATIONS WERE MADE ON RM 3 FOR A CHECK ANGLE ONLY.
 JD2619
 JD2619                          STATION RECOVERY (1991)
 JD2619
 JD2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JD2619'STATION IS LOCATED ABOUT 1 KM (0.6 MI) EAST OF CALIFORNIA, IN THE NEW
 JD2619'CITY SECTION OF THE TOWN CEMETERY, ON HIGH GROUND, ALONG A GRAVEL
 JD2619'LANE.  OWNERSHIP--CITY OF CALIFORNIA, CITY HALL, 103 EAST VERSAILLES,
 JD2619'CALIFORNIA, MO 65018.  PHONE 314-796-2500.
 JD2619'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE ROUTE 87 IN
 JD2619'CALIFORNIA, GO EAST ON HIGHWAY 50 FOR 1.65 KM (1.03 MI) TO A GRAVEL
 JD2619'LANE ON THE LEFT AT HIGH GROUND.  TURN LEFT, NORTH, FOR ABOUT 35 M
 JD2619'(114.8 FT) TO THE STATION ON THE LEFT.
 JD2619'STATION IS 34.9 M (114.5 FT) NORTH OF THE HIGHWAY CENTER, 2.9 M
 JD2619'(9.5 FT) WEST OF THE LANE CENTER, 17.7 M (58.1 FT) SOUTH OF A GRAVEL
 JD2619'LANE CENTER, 7.1 M (23.3 FT) NORTHEAST OF NORTHEAST CORNER OF THE
 JD2619'OPEL HEADSTONE, 5.6 M (18.4 FT) EAST-SOUTHEAST OF SOUTHEAST CORNER OF
 JD2619'THE MERIDETH HEADSTONE, AND 6.9 M (22.6 FT) WEST-SOUTHWEST OF
 JD2619'SOUTHWEST CORNER OF THE MELTON HEADSTONE.  STATION IS 5.0 CM BELOW
 JD2619'GROUND.
 JD2619
 JD2619                          STATION RECOVERY (2003)
 JD2619
 JD2619'RECOVERY NOTE BY COMPASSCOM INC 2003 (JAA)
 JD2619'NGS MARKER JD2619 (3 INCHES DIRT/GRASS REMOVED)
 JD2619'MARKER IN GOOD CONDITION 05-21-2003
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2617 ***********************************************************************
 JD2617  DESIGNATION -  CHRISTIAN RM 3
 JD2617  PID         -  JD2617
 JD2617  STATE/COUNTY-  MO/MONITEAU
 JD2617  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD2617
 JD2617                         *CURRENT SURVEY CONTROL
 JD2617  ___________________________________________________________________
 JD2617* NAD 83(1997)-  38 37 40.55482(N)    092 32 50.92603(W)     ADJUSTED  
 JD2617* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 JD2617  ___________________________________________________________________
 JD2617  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 JD2617  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD2617
 JD2617  HORZ ORDER  -  SECOND
 JD2617
 JD2617.The horizontal coordinates were established by classical geodetic methods
 JD2617.and adjusted by the National Geodetic Survey in February 2000..
 JD2617
 JD2617.The orthometric height was scaled from a topographic map.
 JD2617
 JD2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2617
 JD2617.The geoid height was determined by GEOID03.
 JD2617
 JD2617;                    North         East     Units Scale Factor Converg.
 JD2617;SPC MO C     -   310,130.616   495,865.848   MT  0.99993354   -0 01 46.7
 JD2617;UTM  15      - 4,275,586.207   539,389.028   MT  0.99961911   +0 16 57.0
 JD2617
 JD2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2617!SPC MO C     -   0.99996163  x   0.99993354  =   0.99989517
 JD2617!UTM  15      -   0.99996163  x   0.99961911  =   0.99958075
 JD2617
 JD2617|---------------------------------------------------------------------|
 JD2617| PID    Reference Object                     Distance      Geod. Az  |
 JD2617|                                                           dddmmss.s |
 JD2617| CN6628 CHRISTIAN RM 1                       39.658 METERS 07917     |
 JD2617| JD0330 F 187                               263.125 METERS 08540     |
 JD2617| CN6627 CHRISTIAN AZ MK                                    1030710.1 |
 JD2617| JD2619 CHRISTIAN RESET                      61.377 METERS 18526     |
 JD2617| JD2613 CALIFORNIA MUNICIPAL TANK           APPROX. 1.8 KM 2754403.8 |
 JD2617| CN6629 CHRISTIAN RM 2                       51.575 METERS 28253     |
 JD2617| JD2614 CALIFORNIA EVAN REFORMED CH         APPROX. 1.8 KM 2883834.9 |
 JD2617| JD2615 CALIFORNIA MONITEAU CO CTHSE        APPROX. 1.8 KM 3022103.0 |
 JD2617|---------------------------------------------------------------------|
 JD2617
 JD2617                          SUPERSEDED SURVEY CONTROL
 JD2617
 JD2617  NAD 83(1986)-  38 37 40.56593(N)    092 32 50.92855(W) AD(       ) 2
 JD2617  NAD 27      -  38 37 40.47775(N)    092 32 50.23863(W) AD(       ) 2
 JD2617
 JD2617.Superseded values are not recommended for survey control.
 JD2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2617.See file dsdata.txt to determine how the superseded data were derived.
 JD2617
 JD2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3938975586(NAD 83)
 JD2617_MARKER: DS = TRIANGULATION STATION DISK
 JD2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2617
 JD2617  HISTORY     - Date     Condition        Report By
 JD2617  HISTORY     - 1949     MONUMENTED       CGS
 JD2617
 JD2617                          STATION DESCRIPTION
 JD2617
 JD2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2617'THE STATION IS LOCATED ABOUT 1.0 MILE EAST-SOUTHEAST OF
 JD2617'CALIFORNIA, ALONG THE NORTH EDGE OF A CEMETERY.  IT IS 66 FEET
 JD2617'SOUTH OF THE SOUTH RAIL OF RAILROAD, 40 FEET SOUTHEAST OF A
 JD2617'TELEPHONE AND TELEGRAPH POLE WITH A TRIANGLE BLAZE, 31 FEET
 JD2617'NORTHEAST OF THE CENTERLINE OF THE CURVE IN DRIVEWAY AND 13 FEET
 JD2617'SOUTH-SOUTHEAST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE
 JD2617'SURFACE OF THE GROUND AND THE DISK IS STAMPED CHRISTIAN NO 3
 JD2617'1949.
 JD2617'
 JD2617'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JD2617'CHRISTIAN 1879 TO CHRISTIAN R.M. NO. 3.  IT IS 61.377 METERS
 JD2617'(201.37 FEET) NORTH-NORTHEAST OF THE STATION.
 JD2617'
 JD2617'A TRAVERSE CONNECTION WAS MADE FROM CHRISTIAN R.M. NO. 3 TO
 JD2617'BENCH MARK, F 187 1945.  IT IS 263.124 METERS (863.27 FEET)
 JD2617'EAST-NORTHEAST OF THE STATION.
 JD2617'
 JD2617'TO REACH FROM THE INTERSECTION OF US HIGHWAY 50 AND STATE HIGHWAY
 JD2617'87, IN THE SOUTH EDGE OF CALIFORNIA, GO EAST ON HIGHWAY 50 FOR 1.05
 JD2617'MILE TO A GRAVELED DRIVE ON THE LEFT AT TOP OF RIDGE AND AT THE
 JD2617'EAST EDGE OF THE SECOND CEMETERY.  TURN LEFT ON DRIVE 0.1 MILE
 JD2617'TO A POINT WHERE THE DRIVE TURNS LEFT AND THE STATION AS
 JD2617'DESCRIBED.
 JD2617'
 JD2617'OBSERVATIONS TAKEN FROM A 77 FT. TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2771 ***********************************************************************
 JD2771  DESIGNATION -  CHRISTOPHER
 JD2771  PID         -  JD2771
 JD2771  STATE/COUNTY-  MO/JOHNSON
 JD2771  USGS QUAD   -  CORNELIA (1955)
 JD2771
 JD2771                         *CURRENT SURVEY CONTROL
 JD2771  ___________________________________________________________________
 JD2771* NAD 83(1997)-  38 43 10.60389(N)    093 38 21.53667(W)     ADJUSTED  
 JD2771* NAVD 88     -       277.3    (meters)     910.     (feet)  VERTCON   
 JD2771  ___________________________________________________________________
 JD2771  X           -    -316,300.635 (meters)                     COMP
 JD2771  Y           -  -4,972,998.756 (meters)                     COMP
 JD2771  Z           -   3,968,232.242 (meters)                     COMP
 JD2771  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JD2771  ELLIP HEIGHT-         244.59  (meters)          (02/17/00) GPS OBS
 JD2771  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD2771
 JD2771  HORZ ORDER  -  FIRST
 JD2771  ELLP ORDER  -  FOURTH    CLASS I
 JD2771
 JD2771.The horizontal coordinates were established by classical geodetic methods
 JD2771.and adjusted by the National Geodetic Survey in February 2000..
 JD2771
 JD2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2771
 JD2771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2771
 JD2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2771
 JD2771.The ellipsoidal height was determined by GPS observations
 JD2771.and is referenced to NAD 83.
 JD2771
 JD2771.The geoid height was determined by GEOID03.
 JD2771
 JD2771;                    North         East     Units Scale Factor Converg.
 JD2771;SPC MO W     -   283,676.244   924,847.564   MT  1.00001014   +0 32 18.2
 JD2771;SPC MO C     -   320,922.449   400,922.006   MT  1.00005417   -0 42 45.8
 JD2771;UTM  15      - 4,285,856.353   444,422.451   MT  0.99963804   -0 23 59.7
 JD2771
 JD2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2771!SPC MO W     -   0.99996162  x   1.00001014  =   0.99997176
 JD2771!SPC MO C     -   0.99996162  x   1.00005417  =   1.00001579
 JD2771!UTM  15      -   0.99996162  x   0.99963804  =   0.99959968
 JD2771
 JD2771:                Primary Azimuth Mark                     Grid Az
 JD2771:SPC MO W     -  CHRISTOPHER AZ MK                        012 12 15.5
 JD2771:SPC MO C     -  CHRISTOPHER AZ MK                        013 27 19.5
 JD2771:UTM  15      -  CHRISTOPHER AZ MK                        013 08 33.4
 JD2771
 JD2771|---------------------------------------------------------------------|
 JD2771| PID    Reference Object                     Distance      Geod. Az  |
 JD2771|                                                           dddmmss.s |
 JD2771| CN6630 CHRISTOPHER AZ MK                                  0124433.7 |
 JD2771| JD1789 KNOB NOSTER RESET                   APPROX. 9.9 KM 0500717.8 |
 JD2771| JD2761 SEDALIA AAF TOWER BEACON            APPROX. 6.3 KM 0791522.0 |
 JD2771| CN6631 CHRISTOPHER RM 1                     19.795 METERS 08939     |
 JD2771| CN6632 CHRISTOPHER RM 2                     36.836 METERS 23722     |
 JD2771| JD2750 WARRENSBURG CENTRAL MO COL STK      APPROX. 9.6 KM 2975233.8 |
 JD2771| JD2751 WARRENSBURG MUN STANDPIPE           APPROX. 9.9 KM 2975738.2 |
 JD2771| JD2753 WARRENSBURG JOHNSON CO CTHSE        APPROX.10.2 KM 2994826.9 |
 JD2771|---------------------------------------------------------------------|
 JD2771
 JD2771                          SUPERSEDED SURVEY CONTROL
 JD2771
 JD2771  NAD 83(1997)-  38 43 10.60470(N)    093 38 21.53676(W) AD(       ) 1
 JD2771  NAD 83(1986)-  38 43 10.61280(N)    093 38 21.53500(W) AD(       ) 1
 JD2771  NAD 27      -  38 43 10.56354(N)    093 38 20.76602(W) AD(       ) 1
 JD2771  NGVD 29 (10/04/91)  277.2    (m)          909.     (f) GPS OBS        
 JD2771
 JD2771.Superseded values are not recommended for survey control.
 JD2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2771.See file dsdata.txt to determine how the superseded data were derived.
 JD2771
 JD2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC4442285856(NAD 83)
 JD2771_MARKER: DS = TRIANGULATION STATION DISK
 JD2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2771_SP_SET: CONCRETE POST
 JD2771_STAMPING: CHRISTOPHER 1948
 JD2771_MARK LOGO: CGS   
 JD2771_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2771+STABILITY: SURFACE MOTION
 JD2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2771+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 JD2771
 JD2771  HISTORY     - Date     Condition        Report By
 JD2771  HISTORY     - 1948     MONUMENTED       CGS
 JD2771  HISTORY     - 1948     GOOD             CGS
 JD2771  HISTORY     - 1963     GOOD             CGS
 JD2771  HISTORY     - 1970     GOOD             NGS
 JD2771  HISTORY     - 1975     MARK NOT FOUND   USE
 JD2771  HISTORY     - 19910419 GOOD             NGS
 JD2771
 JD2771                          STATION DESCRIPTION
 JD2771
 JD2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2771'THE STATION IS LOCATED ABOUT 6.5 MILES EAST-SOUTHEAST OF
 JD2771'WARRENSBURG AND 4 MILES WEST OF THE SEDALIA ARMY AIR FIELD,
 JD2771'ON THE HIGHEST POINT OF RIDGE ON PROPERTY OWNED BY MR. MARION
 JD2771'CHRISTOPHER.  IT IS 37 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 JD2771'OF A SMALL WHITE HOUSE, 34 FEET NORTH OF A LARGE ELM TREE,
 JD2771'14 FEET WEST OF AN OLD STUMP USED AS A FENCE CORNER AND 12 FEET
 JD2771'NORTHWEST OF A WITNESS POST.  IT IS STAMPED CHRISTOPHER 1948
 JD2771'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JD2771'
 JD2771'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE,
 JD2771'24 FEET WEST OF A FENCE CORNER, 13 FEET EAST-NORTHEAST OF THE
 JD2771'NORTHEAST CORNER OF THE HOUSE AND 8 FEET EAST OF THE EAST END
 JD2771'OF A GATE.  IT IS STAMPED CHRISTOPHER NO 1 1948 AND IS FLUSH
 JD2771'WITH THE SURFACE OF THE GROUND.
 JD2771'
 JD2771'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE
 JD2771'AND 62 FEET WEST OF THE WEST END OF A GATE.  IT IS STAMPED
 JD2771'CHRISTOPHER NO 2 1948 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JD2771'
 JD2771'THE AZIMUTH MARK IS 17 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 JD2771'ROAD, 6.5 FEET SOUTH OF THE SOUTH END OF A BOARD GATE, 1 FOOT
 JD2771'WEST OF A NORTH-SOUTH FENCE LINE AND 2 FEET SOUTH OF A WITNESS
 JD2771'POST.  IT IS STAMPED CHRISTOPHER 1948 AND IS FLUSH WITH THE
 JD2771'SURFACE OF THE GROUND.
 JD2771'
 JD2771'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 JD2771'AN EAST-WEST GRAVELED ROAD 50 YARDS SOUTH OF A TEXACO FILLING
 JD2771'STATION AT THE SOUTH EDGE OF WARRENSBURG, GO EAST ON THE GRAVELED
 JD2771'ROAD FOR 5.4 MILES TO A T INTERSECTION, TURN SOUTH, RIGHT,
 JD2771'AND GO 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JD2771'CONTINUE SOUTH FOR 0.2 MILE TO A CATTLE GUARD AND A ROAD LEADING
 JD2771'SOUTHWEST, TURN RIGHT AND FOLLOW OLD ROAD SOUTHWEST 0.5 MILE
 JD2771'TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 JD2771'
 JD2771'A 74 FOOT SIGNAL AT STATION LEETON IS VISIBLE AT 64 FEET.
 JD2771'
 JD2771'A 74 FOOT SIGNAL AT STATION CALDWELL 1882 1922 1948 IS VISIBLE
 JD2771'AT 64 FEET.
 JD2771'
 JD2771'A 100 FOOT SIGNAL AT STATION NORMAL 2 IS VISIBLE AT 40 FEET.
 JD2771'
 JD2771'A 47 FOOT SIGNAL AT STATION KNOB NOSTER 1882 1922 IS VISIBLE
 JD2771'AT 40 FEET.
 JD2771'
 JD2771'AN 87 FOOT SIGNAL AT STATION SEDALIA AAF IS VISIBLE AT 50 FEET.
 JD2771'
 JD2771'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2771
 JD2771                          STATION RECOVERY (1948)
 JD2771
 JD2771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 JD2771'RECOVERED IN GOOD CONDITION.
 JD2771
 JD2771                          STATION RECOVERY (1963)
 JD2771
 JD2771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2771'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 JD2771'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 JD2771'DIRECTIONS TO REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JD2771'WERE VERIFIED.  THE DIRECTION TO THE AZIMUTH MARK MISSED THE
 JD2771'1948 DIRECTION BY 13.6 SECONDS.  THE DISTANCE TO REFERENCE MARK
 JD2771'NO. 1 WAS VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 2 MISSED
 JD2771'THE 1948 DISTANCE BY .09 FEET.
 JD2771'
 JD2771'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 JD2771'
 JD2771'THE STATION IS 3 MILES SOUTH AND 5-1/2 MILES EAST OF WARRENSBURG,
 JD2771'4 MILES SOUTH AND 4-1/2 MILES WEST OF KNOB NOSTER, IN THE
 JD2771'NORTHEAST QUARTER OF SECTION 2, T 45 N, R 25 W, AND ON PROPERTY
 JD2771'OWNED BY MR. BILL POINDEXTER.
 JD2771'
 JD2771'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 JD2771'COUNTY ROAD DD IN THE SOUTH EDGE OF WARRENSBURG, GO EAST ON
 JD2771'COUNTY ROAD DD FOR 5.25 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 JD2771'RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 1.05 MILES TO THE AZIMUTH
 JD2771'MARK ON THE LEFT.  CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.2
 JD2771'MILE TO A WIRE GATE AND FARM ROAD ON THE RIGHT.  TURN RIGHT
 JD2771'PASSING THROUGH THE WIRE GATE AND GO SOUTHWESTERLY ON A WINDING
 JD2771'FARM ROAD FOR 0.5 MILE TO THE TOP OF THE HILL AND THE STATION.
 JD2771'
 JD2771'THE STATION MARK, A STANDARD DISK STAMPED CHRISTOPHER 1948, IS
 JD2771'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2771'GROUND.  IT IS 68 FEET NORTH OF A FENCE, 39 FEET NORTHWEST
 JD2771'OF THE NORTHWEST CORNER OF A FARM HOUSE AND 12 FEET NORTHWEST OF
 JD2771'A METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 JD2771'
 JD2771'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHRISTOPHER
 JD2771'NO 1 1948, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 JD2771'OF THE GROUND.  IT IS 29 FEET NORTHWEST OF A WATER-WELL, 23
 JD2771'FEET WEST OF A WALNUT TREE APPROXIMATELY 24 INCHES IN DIAMETER
 JD2771'AND 13 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FARM HOUSE.
 JD2771'
 JD2771'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHRISTOPHER NO 2 1948,
 JD2771'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2771'GROUND.  IT IS 70 FEET WEST OF A GATE AND .5 FEET NORTH OF THE
 JD2771'FENCE.
 JD2771'
 JD2771'AZIMUTH MARK, A STANDARD DISK STAMPED CHRISTOPHER 1948, IS
 JD2771'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2771'GROUND.  IT IS 15 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 JD2771'1.5 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 JD2771'FENCE.
 JD2771'
 JD2771'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JD2771'
 JD2771'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2771
 JD2771                          STATION RECOVERY (1970)
 JD2771
 JD2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JD2771'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JD2771'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 JD2771'AZIMUTH MARK WAS FOUND DESTROYED BY ROAD CONSTRUCTION.  THE
 JD2771'DISK WAS SALVAGED.  NO OBJECTS WERE VISIBLE FROM THE STATION
 JD2771'AND NO SUITABLE PLACE TO SET A NEW AZIMUTH SINCE THE STATION
 JD2771'SITE IS SURROUNDED BY HEAVY TIMBER.  THE DESCRIPTION WAS FOUND
 JD2771'ADEQUATE FOR RECOVERY.
 JD2771'
 JD2771'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2771'ABOUT 6.5 MILES ESE OF WARRENSBURG.
 JD2771
 JD2771                          STATION RECOVERY (1975)
 JD2771
 JD2771'RECOVERY NOTE BY US ENGINEERS 1975 (WDD)
 JD2771'AZIMUTH MARK CHRISTOPHER 1948 - DESTROYED BY COUNTY
 JD2771'RD. RELOCATION
 JD2771'
 JD2771'FOUND AZ. MARK LYING BESIDE ROAD
 JD2771'
 JD2771'STATION NOT SEARCHED FOR
 JD2771
 JD2771                          STATION RECOVERY (1991)
 JD2771
 JD2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JD2771'STATION IS LOCATED ABOUT 10 KM (6.2 MI) SOUTHEAST OF WARRENSBURG, 2.5
 JD2771'KM (1.6 MI) SOUTH OF COUNTY ROAD DD, IN THE SIDE YARD OF A LOG HOUSE,
 JD2771'IN EAST CENTRAL SECTION 2,  45 N, R 25 W. OWNERSHIP--DONALD COMER,
 JD2771'BOX 215A, WARRENSBURG, MO.  PHONE 816-747-5967 (HOME), 816-747-2165
 JD2771'(OFFICE).
 JD2771'TO REACH FROM THE JUNCTION OF STATE ROUTE 13 AND COUNTY ROAD DD AT THE
 JD2771'SOUTH END OF WARRENSBURG, GO EAST ON ROAD DD FOR 8.51 KM (5.29 MI) TO
 JD2771'A GRAVEL ROAD RIGHT (ROAD 541) NEAR TOP OF SHARP RISE.  TURN RIGHT,
 JD2771'SOUTH, ON ROAD 541 FOR 2.01 KM (1.25 MI) TO A GRAVEL DRIVEWAY AND A
 JD2771'MAIL BOX WITH C. LEWIS SHADY 80 ON THE MAIL BOX ON THE RIGHT. TURN
 JD2771'RIGHT, WEST, ALONG DRIVEWAY FOR 0.56 KM (0.35 MI) TO A FORK. TURN
 JD2771'LEFT, SOUTHERLY, UPGRADE FOR 0.08 KM (0.05 MI) TO FORK.  BEAR LEFT,
 JD2771'SOUTH THEN EAST, UPGRADE FOR 0.24 KM (0.15 MI) TO LOG HOUSE AND
 JD2771'STATION ON THE RIGHT.
 JD2771'STATION IS SET IN THE TOP OF A 40-CM ROUND CONCRETE POST 5 CM BELOW
 JD2771'GROUND IN LAWN AREA, LOCATED 15.3 M (50.2 FT) SOUTH OF THE ROAD
 JD2771'CENTER, 11.3 M (37.1 FT) WEST-NORTHWEST OF NORTHWEST CORNER OF FRONT
 JD2771'OF LOG HOUSE, 11.6 M (38.1 FT) NORTHWEST OF NORTHWEST FACE OF HOUSE
 JD2771'EXTENSION, 20.6 M (67.6 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS
 JD2771'POST IN FENCELINE, 16.4 M (53.8 FT) NORTH OF CENTER OF A 150-CM OAK
 JD2771'TREE, 28.6 M (93.8 FT) WEST OF UTILITY POLE 552 A (WITH METER AND
 JD2771'YARD LIGHT), AND 11.2 M (36.7 FT) SOUTH OF A 15-CM SHORT TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1184 ***********************************************************************
 KD1184  DESIGNATION -  CHULA
 KD1184  PID         -  KD1184
 KD1184  STATE/COUNTY-  MO/LIVINGSTON
 KD1184  USGS QUAD   -  CHULA (1983)
 KD1184
 KD1184                         *CURRENT SURVEY CONTROL
 KD1184  ___________________________________________________________________
 KD1184* NAD 83(1997)-  39 57 02.89915(N)    093 28 34.77210(W)     ADJUSTED  
 KD1184* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 KD1184  ___________________________________________________________________
 KD1184  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 KD1184  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KD1184
 KD1184  HORZ ORDER  -  THIRD
 KD1184
 KD1184.The horizontal coordinates were established by classical geodetic methods
 KD1184.and adjusted by the National Geodetic Survey in February 2000..
 KD1184
 KD1184.The orthometric height was scaled from a topographic map.
 KD1184
 KD1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1184
 KD1184.The geoid height was determined by GEOID03.
 KD1184
 KD1184;                    North         East     Units Scale Factor Converg.
 KD1184;SPC MO C     -   457,442.964   416,572.839   MT  1.00001899   -0 37 37.1
 KD1184;UTM  15      - 4,422,405.718   459,311.745   MT  0.99962038   -0 18 21.1
 KD1184
 KD1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1184!SPC MO C     -   0.99996443  x   1.00001899  =   0.99998342
 KD1184!UTM  15      -   0.99996443  x   0.99962038  =   0.99958483
 KD1184
 KD1184|---------------------------------------------------------------------|
 KD1184| PID    Reference Object                     Distance      Geod. Az  |
 KD1184|                                                           dddmmss.s |
 KD1184| CL9076 CHULA RM 1                           29.050 METERS 04707     |
 KD1184| CL9077 CHULA RM 2                           20.155 METERS 15916     |
 KD1184| CL9075 CHULA AZ MK                                        2751229.2 |
 KD1184|---------------------------------------------------------------------|
 KD1184
 KD1184                          SUPERSEDED SURVEY CONTROL
 KD1184
 KD1184  NAD 83(1997)-  39 57 02.89984(N)    093 28 34.77262(W) AD(       ) 3
 KD1184  NAD 83(1986)-  39 57 02.90008(N)    093 28 34.77921(W) AD(       ) 3
 KD1184  NAD 27      -  39 57 02.83780(N)    093 28 34.01040(W) AD(       ) 3
 KD1184
 KD1184.Superseded values are not recommended for survey control.
 KD1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1184.See file dsdata.txt to determine how the superseded data were derived.
 KD1184
 KD1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5931222406(NAD 83)
 KD1184_MARKER: DS = TRIANGULATION STATION DISK
 KD1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1184
 KD1184  HISTORY     - Date     Condition        Report By
 KD1184  HISTORY     - 1948     MONUMENTED       CGS
 KD1184  HISTORY     - 1965     GOOD             CGS
 KD1184
 KD1184                          STATION DESCRIPTION
 KD1184
 KD1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1184'STATION IS LOCATED ABOUT 2 MILES NORTH OF CHULA ON PROPERTY
 KD1184'OWNED BY MR. H.J. BURGESS.  IT IS IN THE LOT SOUTHWEST OF THE
 KD1184'FARM HOUSE, 15.5 FEET EAST OF THE NORTH-SOUTH FENCE LINE AND 63
 KD1184'FEET NORTH OF THE EAST END OF A BOARD GATE IN AN EAST-WEST
 KD1184'FENCE LINE.  IT IS STAMPED CHULA 1948 AND IS FLUSH WITH THE
 KD1184'GROUND.
 KD1184'
 KD1184'REFERENCE MARK NO. 1 IS 24.5 FEET SOUTH OF THE SOUTHEAST CORNER
 KD1184'OF THE HOUSE, 29.5 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 KD1184'DRIVEWAY AND 1 FOOT SOUTH OF THE EAST-WEST FENCE.  IT IS STAMPED
 KD1184'CHULA NO 1 1948 AND IS FLUSH WITH THE GROUND.
 KD1184'
 KD1184'REFERENCE MARK NO. 2 IS IN THE SOUTHWEST SECTION OF THE LOT,
 KD1184'35 FEET EAST OF A T-FENCE CORNER AND 1 FOOT NORTH OF THE FENCE
 KD1184'LINE.  IT IS STAMPED CHULA NO 2 1948 AND IS FLUSH WITH THE
 KD1184'GROUND.
 KD1184'
 KD1184'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 19 FEET NORTH OF THE
 KD1184'CENTER OF THE EAST-WEST ROAD, 0.05 MILE EAST OF A CROSSROAD, 3
 KD1184'FEET EAST OF A POWER LINE POLE, 1 FOOT EAST OF A WITNESS POST
 KD1184'AND 2 FEET SOUTH OF THE FENCE LINE.  IT IS STAMPED CHULA 1948
 KD1184'AND PROJECTS 5 INCHES.
 KD1184'
 KD1184'TO REACH FROM THE RAILROAD STATION AT THE EAST EDGE OF CHULA,
 KD1184'GO WEST ON THE MAIN STREET FOR 0.45 MILE TO A CROSSROAD AT THE
 KD1184'SCHOOL HOUSE, TURN RIGHT, NORTH, FOR 2.05 MILES TO A CROSSROAD
 KD1184'AT ANOTHER SCHOOL HOUSE, TURN RIGHT FOR 0.05 MILE TO THE
 KD1184'AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR 0.35 MILE TO THE
 KD1184'FARM HOUSE AND THE STATION TO THE SOUTH OF THE ROAD.
 KD1184'
 KD1184'AN 87 FOOT SIGNAL AT STURGES IS VISIBLE AT 10 FEET.
 KD1184'
 KD1184'AN 87 FOOT SIGNAL AT PINKLEY IS VISIBLE FROM THE GROUND.
 KD1184'
 KD1184'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1184
 KD1184                          STATION RECOVERY (1965)
 KD1184
 KD1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 KD1184'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 KD1184'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KD1184'
 KD1184'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KD1184'
 KD1184'NOTE- A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH
 KD1184'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0767 ***********************************************************************
 GF0767  DESIGNATION -  CHULA VISTA
 GF0767  PID         -  GF0767
 GF0767  STATE/COUNTY-  MO/TANEY
 GF0767  USGS QUAD   -  BRANSON (1989)
 GF0767
 GF0767                         *CURRENT SURVEY CONTROL
 GF0767  ___________________________________________________________________
 GF0767* NAD 83(1997)-  36 41 53.73554(N)    093 14 55.65841(W)     ADJUSTED  
 GF0767* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 GF0767  ___________________________________________________________________
 GF0767  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 GF0767  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GF0767
 GF0767  HORZ ORDER  -  THIRD
 GF0767
 GF0767.The horizontal coordinates were established by classical geodetic methods
 GF0767.and adjusted by the National Geodetic Survey in February 2000..
 GF0767
 GF0767.The orthometric height was scaled from a topographic map.
 GF0767
 GF0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0767
 GF0767.The geoid height was determined by GEOID03.
 GF0767
 GF0767;                    North         East     Units Scale Factor Converg.
 GF0767;SPC MO C     -    96,230.552   433,090.061   MT  0.99998847   -0 26 51.0
 GF0767;UTM  15      - 4,061,429.044   477,776.103   MT  0.99960608   -0 08 55.2
 GF0767
 GF0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0767!SPC MO C     -   0.99994235  x   0.99998847  =   0.99993082
 GF0767!UTM  15      -   0.99994235  x   0.99960608  =   0.99954846
 GF0767
 GF0767:                Primary Azimuth Mark                     Grid Az
 GF0767:SPC MO C     -  HILL TOP LOOKOUT TOWER                   050 52 19.1
 GF0767:UTM  15      -  HILL TOP LOOKOUT TOWER                   050 34 23.3
 GF0767
 GF0767|---------------------------------------------------------------------|
 GF0767| PID    Reference Object                     Distance      Geod. Az  |
 GF0767|                                                           dddmmss.s |
 GF0767| GF0754 HILL TOP LOOKOUT TOWER              APPROX.13.2 KM 0502528.1 |
 GF0767| GF0759 FORSYTH MUNICIPAL TANK              APPROX.11.6 KM 0962622.5 |
 GF0767| CI1451 CHULA VISTA AZ MK                                  1960722.4 |
 GF0767| CI1452 CHULA VISTA RM 1                     15.565 METERS 23159     |
 GF0767| CI1453 CHULA VISTA RM 2                     29.263 METERS 24138     |
 GF0767| GF0764 BRANSON RADIO STA KAA 662 MAST       88.925 METERS 33957     |
 GF0767|---------------------------------------------------------------------|
 GF0767
 GF0767                          SUPERSEDED SURVEY CONTROL
 GF0767
 GF0767  NAD 83(1997)-  36 41 53.73596(N)    093 14 55.65747(W) AD(       ) 3
 GF0767  NAD 83(1997)-  36 41 53.73958(N)    093 14 55.65776(W) AD(       ) 3
 GF0767  NAD 83(1986)-  36 41 53.74635(N)    093 14 55.65426(W) AD(       ) 3
 GF0767  NAD 27      -  36 41 53.52610(N)    093 14 54.99890(W) AD(       ) 3
 GF0767
 GF0767.Superseded values are not recommended for survey control.
 GF0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0767.See file dsdata.txt to determine how the superseded data were derived.
 GF0767
 GF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7777661429(NAD 83)
 GF0767_MARKER: DS = TRIANGULATION STATION DISK
 GF0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0767
 GF0767  HISTORY     - Date     Condition        Report By
 GF0767  HISTORY     - 1961     MONUMENTED       CGS
 GF0767  HISTORY     - 1988     GOOD             MOHC
 GF0767
 GF0767                          STATION DESCRIPTION
 GF0767
 GF0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0767'ABOUT 4 MILES NORTH AND 2 MILES WEST OF BRANSON, IN THE
 GF0767'NORTHWEST 1/4 OF SECTION 18, T 23 N, R 21 W., AT THE SOUTHEAST
 GF0767'EDGE OF THE CHULA VISTA ROADSIDE PARK AND ON THE HIGHWAY
 GF0767'RIGHT-OF-WAY.  IT IS 4 FEET SOUTHWEST OF A WITNESS POST, 57 FEET
 GF0767'EAST OF THE CENTERLINE OF HIGHWAY 65, 108 FEET SOUTH OF THE
 GF0767'CHULA VISTA ROADSIDE PARK SIGN, 283 FEET SOUTH OF A SMALL
 GF0767'CONCRETE BLOCK BUILDING AND 291.75 FEET SOUTH OF THE MAST.
 GF0767'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CHULA VISTA
 GF0767'1961.
 GF0767'
 GF0767'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 160 AND STATE
 GF0767'HIGHWAYS 76 AND 125 IN BRANSON, GO NORTHERLY ON U.S. HIGHWAY 65
 GF0767'AND 160 FOR 4.9 MILES TO A DIM SIDE ROAD LEFT*.  CONTINUE
 GF0767'NORTHWESTERLY ON THE HIGHWAY FOR 0.35 MILE TO THE STATION ON
 GF0767'THE LEFT.
 GF0767'
 GF0767'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO
 GF0767'WEST UP STEEP HILL FOR 0.1 MILE TO THE AZIMUTH MARK.
 GF0767'
 GF0767'REFERENCE MARK 1 IS 54 FEET SOUTH OF THE WITNESS POST AND 46
 GF0767'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS
 GF0767'FLUSH AND THE DISK IS STAMPED CHULA VISTA NO 1 1961.
 GF0767'
 GF0767'REFERENCE MARK 2 IS 38 FEET WEST OF THE CENTERLINE OF THE
 GF0767'HIGHWAY AND 70 FEET NORTH OF A POWER POLE.  THE MONUMENT
 GF0767'IS FLUSH AND THE DISK IS STAMPED CHULA VISTA NO 2 1961.
 GF0767'
 GF0767'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A POWER POLE, 2 FEET
 GF0767'NORTH OF A WITNESS POST AND 134 FEET EAST OF THE NORTHEAST
 GF0767'CORNER OF A SMALL CONCRETE BLOCK BUILDING.  THE MONUMENT PROJECTS
 GF0767'5 INCHES AND THE DISK IS STAMPED CHULA VISTA 1961.
 GF0767'
 GF0767'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0767
 GF0767                          STATION RECOVERY (1988)
 GF0767
 GF0767'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1988 (NP)
 GF0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0546 ***********************************************************************
 LE0546  DESIGNATION -  CHURCH SPIRE A
 LE0546  PID         -  LE0546
 LE0546  STATE/COUNTY-  MO/GRUNDY
 LE0546  USGS QUAD   -  LINDLEY (1984)
 LE0546
 LE0546                         *CURRENT SURVEY CONTROL
 LE0546  ___________________________________________________________________
 LE0546* NAD 83(1997)-  40 04 57.47349(N)    093 22 03.85763(W)     ADJUSTED  
 LE0546* NAVD 88     -                                                        
 LE0546  ___________________________________________________________________
 LE0546  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 LE0546  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LE0546
 LE0546  HORZ ORDER  -  THIRD
 LE0546
 LE0546.The horizontal coordinates were established by classical geodetic methods
 LE0546.and adjusted by the National Geodetic Survey in February 2000..
 LE0546
 LE0546
 LE0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0546
 LE0546.The geoid height was determined by GEOID03.
 LE0546
 LE0546;                    North         East     Units Scale Factor Converg.
 LE0546;SPC MO C     -   471,983.707   425,994.325   MT  1.00000073   -0 33 31.5
 LE0546;UTM  15      - 4,436,993.360   468,647.807   MT  0.99961210   -0 14 12.4
 LE0546
 LE0546                          SUPERSEDED SURVEY CONTROL
 LE0546
 LE0546  NAD 83(1997)-  40 04 57.47430(N)    093 22 03.85871(W) AD(       ) 4
 LE0546  NAD 83(1986)-  40 04 57.47487(N)    093 22 03.86143(W) AD(       ) 4
 LE0546  NAD 27      -  40 04 57.41500(N)    093 22 03.09600(W) AD(       ) 3
 LE0546
 LE0546.Superseded values are not recommended for survey control.
 LE0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0546.See file dsdata.txt to determine how the superseded data were derived.
 LE0546
 LE0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE6864836993(NAD 83)
 LE0546_MARKER: 90 = CHURCH SPIRE
 LE0546
 LE0546  HISTORY     - Date     Condition        Report By
 LE0546  HISTORY     - 1928     FIRST OBSERVED   CGS
 LE0546  HISTORY     - 1935     GOOD             CGS
 LE0546
 LE0546                          STATION DESCRIPTION
 LE0546
 LE0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 LE0546'LINLEY METHODIST CHURCH.  LOCATED IN THE DEFUNCT VILLAGE OF
 LE0546'LINLEY, 3 MILES S AND 1 MILE E OF TOWN OF GALT, 3 MILES S AND 3
 LE0546'MILES W OF TOWN OF HUMPHREYS, 0.2 MILE W OF GRUNDY-SULLIVAN
 LE0546'COUNTY LINE, IN NE 1/4 SE 1/4 SEC. 16, T. 61 N., R. 22 W.  CHURCH
 LE0546'AND SPIRE WERE IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1458 ***********************************************************************
 JC1458  DESIGNATION -  CHURCH SPIRE GOLD CROSS
 JC1458  PID         -  JC1458
 JC1458  STATE/COUNTY-  MO/FRANKLIN
 JC1458  USGS QUAD   -  UNION (1980)
 JC1458
 JC1458                         *CURRENT SURVEY CONTROL
 JC1458  ___________________________________________________________________
 JC1458* NAD 83(1997)-  38 24 18.54358(N)    091 05 56.94301(W)     ADJUSTED  
 JC1458* NAVD 88     -                                                        
 JC1458  ___________________________________________________________________
 JC1458  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 JC1458  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JC1458
 JC1458  HORZ ORDER  -  THIRD
 JC1458
 JC1458.The horizontal coordinates were established by classical geodetic methods
 JC1458.and adjusted by the National Geodetic Survey in February 2000..
 JC1458
 JC1458
 JC1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1458
 JC1458.The geoid height was determined by GEOID03.
 JC1458
 JC1458;                    North         East     Units Scale Factor Converg.
 JC1458;SPC MO E     -   285,571.097   197,669.216   MT  0.99996705   -0 22 20.0
 JC1458;UTM  15      - 4,252,479.601   665,974.157   MT  0.99993926   +1 10 52.0
 JC1458
 JC1458                          SUPERSEDED SURVEY CONTROL
 JC1458
 JC1458  NAD 83(1997)-  38 24 18.54867(N)    091 05 56.94506(W) AD(       ) 4
 JC1458  NAD 83(1986)-  38 24 18.56139(N)    091 05 56.94193(W) AD(       ) 4
 JC1458  NAD 27      -  38 24 18.37000(N)    091 05 56.41000(W) AD(       ) 3
 JC1458
 JC1458.Superseded values are not recommended for survey control.
 JC1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1458.See file dsdata.txt to determine how the superseded data were derived.
 JC1458
 JC1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6597452480(NAD 83)
 JC1458_MARKER: 91 = CHURCH CROSS
 JC1458
 JC1458  HISTORY     - Date     Condition        Report By
 JC1458  HISTORY     - 1934     FIRST OBSERVED   CGS
 JC1458
 JC1458                          STATION DESCRIPTION
 JC1458
 JC1458'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0913 ***********************************************************************
 HC0913  DESIGNATION -  CITIZENS ELEC CORP RAD STA MST
 HC0913  PID         -  HC0913
 HC0913  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0913  USGS QUAD   -  WEINGARTEN (1980)
 HC0913
 HC0913                         *CURRENT SURVEY CONTROL
 HC0913  ___________________________________________________________________
 HC0913* NAD 83(1997)-  37 58 16.10766(N)    090 08 26.43703(W)     ADJUSTED  
 HC0913* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 HC0913  ___________________________________________________________________
 HC0913  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 HC0913  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HC0913
 HC0913  HORZ ORDER  -  THIRD
 HC0913
 HC0913.The horizontal coordinates were established by classical geodetic methods
 HC0913.and adjusted by the National Geodetic Survey in February 2000..
 HC0913
 HC0913.The orthometric height was scaled from a topographic map.
 HC0913
 HC0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0913
 HC0913.The geoid height was determined by GEOID03.
 HC0913
 HC0913;                    North         East     Units Scale Factor Converg.
 HC0913;SPC MO E     -   237,290.113   281,570.537   MT  0.99994560   +0 13 15.9
 HC0913;SPC IL W     -   144,767.117   702,283.500   MT  0.99994124   +0 00 57.6
 HC0913;SPC IL W     -   474,956.78  2,304,075.12   sFT  0.99994124   +0 00 57.6
 HC0913;UTM  15      - 4,206,470.823   751,164.833   MT  1.00037704   +1 45 36.6
 HC0913
 HC0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0913!SPC MO E     -   0.99996168  x   0.99994560  =   0.99990729
 HC0913!SPC IL W     -   0.99996168  x   0.99994124  =   0.99990293
 HC0913!UTM  15      -   0.99996168  x   1.00037704  =   1.00033871
 HC0913
 HC0913                          SUPERSEDED SURVEY CONTROL
 HC0913
 HC0913  NAD 83(1997)-  37 58 16.10849(N)    090 08 26.43692(W) AD(       ) 4
 HC0913  NAD 83(1986)-  37 58 16.11796(N)    090 08 26.43325(W) AD(       ) 4
 HC0913  NAD 27      -  37 58 15.92000(N)    090 08 26.01000(W) AD(       ) 3
 HC0913
 HC0913.Superseded values are not recommended for survey control.
 HC0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0913.See file dsdata.txt to determine how the superseded data were derived.
 HC0913
 HC0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5116506471(NAD 83)
 HC0913_MARKER: 42 = RADIO/TV MAST
 HC0913
 HC0913  HISTORY     - Date     Condition        Report By
 HC0913  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC0913
 HC0913                          STATION DESCRIPTION
 HC0913
 HC0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0913'THE STATION IS LOCATED ABOUT 7 MILES AIRLINE NORTHEAST OF
 HC0913'WEINGARTEN, 5 MILES WEST OF STE. GENEVIEVE, AND 4 MILES SOUTHEAST
 HC0913'OF BLOOMDALE ON THE NORTH SIDE OF U.S. HIGHWAY 61.
 HC0913'
 HC0913'THE MAST IS A 30 FOOT WOODEN POLE WITH A 20 FOOT STEEL MAST
 HC0913'MOUNTED ON ITS TOP.  IT IS 39.37 FEET, 12.00 METERS WEST SOUTHWEST
 HC0913'OF TRIANGULATION STATION ZELL.  THE CENTER OF THE MAST WAS
 HC0913'TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0073 ***********************************************************************
 KD0073  DESIGNATION -  CITY DIRECTRIX
 KD0073  PID         -  KD0073
 KD0073  STATE/COUNTY-  MO/BOONE
 KD0073  USGS QUAD   -  CENTRALIA (1979)
 KD0073
 KD0073                         *CURRENT SURVEY CONTROL
 KD0073  ___________________________________________________________________
 KD0073* NAD 83(1986)-  39 12 35.     (N)    092 08 18.     (W)     SCALED    
 KD0073* NAVD 88     -       269.672  (meters)     884.75   (feet)  ADJUSTED  
 KD0073  ___________________________________________________________________
 KD0073  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0073  DYNAMIC HT  -         269.504 (meters)     884.20  (feet)  COMP
 KD0073  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 KD0073
 KD0073  VERT ORDER  -  SECOND    CLASS 0
 KD0073
 KD0073.The horizontal coordinates were scaled from a topographic map and have
 KD0073.an estimated accuracy of +/- 6 seconds.
 KD0073
 KD0073.The orthometric height was determined by differential leveling
 KD0073.and adjusted by the National Geodetic Survey in June 1991..
 KD0073.WARNING-Repeat measurements at this control monument indicate possible
 KD0073.vertical movement.
 KD0073
 KD0073.The geoid height was determined by GEOID03.
 KD0073
 KD0073.The dynamic height is computed by dividing the NAVD 88
 KD0073.geopotential number by the normal gravity value computed on the
 KD0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0073.degrees latitude (g = 980.6199 gals.).
 KD0073
 KD0073.The modeled gravity was interpolated from observed gravity values.
 KD0073
 KD0073;                    North         East    Units  Estimated Accuracy
 KD0073;SPC MO C     -   374,770.      531,240.      MT  (+/- 180 meters Scaled)
 KD0073
 KD0073                          SUPERSEDED SURVEY CONTROL
 KD0073
 KD0073  NGVD 29 (??/??/92)  269.662  (m)          884.72   (f) ADJ UNCH    2 0
 KD0073
 KD0073.Superseded values are not recommended for survey control.
 KD0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0073.See file dsdata.txt to determine how the superseded data were derived.
 KD0073
 KD0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD743404(NAD 83)
 KD0073_MARKER: DB = BENCH MARK DISK
 KD0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0073+STABILITY: SURFACE MOTION
 KD0073
 KD0073  HISTORY     - Date     Condition        Report By
 KD0073  HISTORY     - UNK      MONUMENTED       CGS
 KD0073  HISTORY     - 1939     GOOD             NGS
 KD0073  HISTORY     - 1967     GOOD             NGS
 KD0073  HISTORY     - 1990     GOOD             USPSQD
 KD0073
 KD0073                          STATION DESCRIPTION
 KD0073
 KD0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KD0073'AT CENTRALIA.
 KD0073'AT CENTRALIA, BOONE COUNTY, IN THE SOUTHEAST CORNER OF THE
 KD0073'PUBLIC PARK, IN THE NORTHWEST CORNER OF THE FOUNDATION OF A
 KD0073'MONUMENT, AND 3 FEET NORTH OF THE NORTH CURB OF THE STREET ON
 KD0073'WHICH THE POST OFFICE FRONTS.  A MARBLE STONE, SET ON A CONCRETE
 KD0073'FOUNDATION.
 KD0073
 KD0073                          STATION RECOVERY (1967)
 KD0073
 KD0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0073'RECOVERED IN GOOD CONDITION.
 KD0073
 KD0073                          STATION RECOVERY (1990)
 KD0073
 KD0073'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1483 ***********************************************************************
 KE1483  DESIGNATION -  CITY HALL RESET
 KE1483  PID         -  KE1483
 KE1483  STATE/COUNTY-  MO/JACKSON
 KE1483  USGS QUAD   -  KANSAS CITY (1991)
 KE1483
 KE1483                         *CURRENT SURVEY CONTROL
 KE1483  ___________________________________________________________________
 KE1483* NAD 83(1997)-  39 06 01.86570(N)    094 34 40.88264(W)     ADJUSTED  
 KE1483* NAVD 88     -       407.0    (meters)    1335.     (feet)  VERTCON   
 KE1483  ___________________________________________________________________
 KE1483  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 KE1483  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1483
 KE1483  HORZ ORDER  -  FIRST
 KE1483
 KE1483.The horizontal coordinates were established by classical geodetic methods
 KE1483.and adjusted by the National Geodetic Survey in February 2000..
 KE1483
 KE1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1483
 KE1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1483
 KE1483.The geoid height was determined by GEOID03.
 KE1483
 KE1483;                    North         East     Units Scale Factor Converg.
 KE1483;SPC MO W     -   325,610.812   843,251.122   MT  0.99994174   -0 02 57.1
 KE1483;SPC KS N     -    90,757.995   695,931.479   MT  0.99996027   +2 09 54.5
 KE1483;UTM  15      - 4,329,116.571   363,546.206   MT  0.99982927   -0 59 43.4
 KE1483
 KE1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1483!SPC MO W     -   0.99994125  x   0.99994174  =   0.99988299
 KE1483!SPC KS N     -   0.99994125  x   0.99996027  =   0.99990152
 KE1483!UTM  15      -   0.99994125  x   0.99982927  =   0.99977053
 KE1483
 KE1483:                Primary Azimuth Mark                     Grid Az
 KE1483:SPC MO W     -  VORTAC BLUE SPRINGS BSP                  102 16 11.5
 KE1483:SPC KS N     -  VORTAC BLUE SPRINGS BSP                  100 03 19.9
 KE1483:UTM  15      -  VORTAC BLUE SPRINGS BSP                  103 12 57.8
 KE1483
 KE1483|---------------------------------------------------------------------|
 KE1483| PID    Reference Object                     Distance      Geod. Az  |
 KE1483|                                                           dddmmss.s |
 KE1483| KE1361 VORTAC BLUE SPRINGS BSP             APPROX.28.3 KM 1021314.4 |
 KE1483| JE1995 LENEXA NEW MUN TANK                 APPROX.20.1 KM 2202422.1 |
 KE1483| KE1148 KANSAS CITY LAWRENCE STREET MUN TAN APPROX. 6.7 KM 2362608.6 |
 KE1483| KE1163 KANSAS CITY 51ST ST MUN TANK        APPROX.11.2 KM 2450553.1 |
 KE1483| KE1166 KANSAS CITY 65TH ST MUN TANK        APPROX.13.9 KM 2482634.9 |
 KE1483| KE1146 KANSAS CITY ARMOURDALE MUN TK       APPROX. 6.4 KM 2713432.4 |
 KE1483| KE1465 KANSAS CITY CATH CATHEDRAL CUP      APPROX. 1.0 KM 2722934.0 |
 KE1483| KE1169 KANSAS CITY PARK ST MUN TANK        APPROX. 9.0 KM 3070209.6 |
 KE1483| KE1173 KANSAS CITY BPU S STACK             APPROX. 7.5 KM 3174726.1 |
 KE1483| KE1496 PLATT WOOD MUN TANK                 APPROX.16.2 KM 3351936.2 |
 KE1483|---------------------------------------------------------------------|
 KE1483
 KE1483                          SUPERSEDED SURVEY CONTROL
 KE1483
 KE1483  NAD 83(1997)-  39 06 01.86571(N)    094 34 40.88265(W) AD(       ) 1
 KE1483  NAD 83(1986)-  39 06 01.87212(N)    094 34 40.87806(W) AD(       ) 1
 KE1483  NAD 27      -  39 06 01.85535(N)    094 34 40.03721(W) AD(       ) 1
 KE1483  NGVD 29 (07/19/86)  406.9    (m)         1335.     (f) VERT ANG       
 KE1483
 KE1483.Superseded values are not recommended for survey control.
 KE1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1483.See file dsdata.txt to determine how the superseded data were derived.
 KE1483
 KE1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6354629117(NAD 83)
 KE1483_MARKER: DH = HORIZONTAL CONTROL DISK
 KE1483_SETTING: 0 = UNSPECIFIED SETTING
 KE1483_STAMPING: CITY HALL 1972 1984
 KE1483_MARK LOGO: NGS   
 KE1483_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1483+STABILITY: SURFACE MOTION
 KE1483
 KE1483  HISTORY     - Date     Condition        Report By
 KE1483  HISTORY     - 1984     MONUMENTED       NGS
 KE1483
 KE1483                          STATION DESCRIPTION
 KE1483
 KE1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KE1483'THE ORIGINAL STATION MARK WAS DESTROYED IN AUGUST 1983, WHEN A NEW
 KE1483'ROOF WAS PUT ON THE CITY HALL BUILDING.  A NEW STATION MARK WAS SET
 KE1483'FROM REFERENCE MEASUREMENTS TAKEN BY PERSONNEL FROM THE CITY SURVEYORS
 KE1483'OFFICE.  CHECK ANGLES TO DISTANT LANDMARKS WERE OBTAINED.  A NEW
 KE1483'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED IN KANSAS CITY, MISSOURI
 KE1483'AND AT THE SW CORNER OF THE ROOF OF THE KANSAS CITY CITY HALL
 KE1483'BUILDING, WHICH IS SITUATED BETWEEN 11TH AND 12 STREETS AND OAK AND
 KE1483'LOCUST AVENUES.  THE STATION IS A STANDARD NGS DISK STAMPED---CITY
 KE1483'HALL 1972 1984---, AFFIXED TO THE ROOF WITH EPOXY CEMENT AND WITHIN A
 KE1483'5-INCH DIAMETER COPPER TUBE, WHICH PROJECTS 8-INCHES OR 20 CM ABOVE
 KE1483'THE ROOF.  THE STATION IS LOCATED 73.82 FT (22.50 M) SW FROM A
 KE1483'CHISELED PLUS ON THE EASTERN END OF THE N PARAPET, 65.39 FT (19.93 M)
 KE1483'W FROM A CHISELED PLUS ON THE S END OF THE E PARAPET, 5.43 FT (1.66 M)
 KE1483'E FROM A CHISELED PLUS ON THE S END OF THE W PARAPET, 3.94 FT (1.20 M)
 KE1483'NE FROM A CHISELED PLUS ON THE SE CORNER OF THE BLDG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0603 ***********************************************************************
 GF0603  DESIGNATION -  CIX
 GF0603  PID         -  GF0603
 GF0603  STATE/COUNTY-  MO/BARRY
 GF0603  USGS QUAD   -  MONETT (1972)
 GF0603
 GF0603                         *CURRENT SURVEY CONTROL
 GF0603  ___________________________________________________________________
 GF0603* NAD 83(1986)-  36 55 14.     (N)    093 55 27.     (W)     SCALED    
 GF0603* NAVD 88     -       396.486  (meters)    1300.80   (feet)  ADJUSTED  
 GF0603  ___________________________________________________________________
 GF0603  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GF0603  DYNAMIC HT  -         396.153 (meters)    1299.71  (feet)  COMP
 GF0603  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 GF0603
 GF0603  VERT ORDER  -  FIRST     CLASS II
 GF0603
 GF0603.The horizontal coordinates were scaled from a topographic map and have
 GF0603.an estimated accuracy of +/- 6 seconds.
 GF0603
 GF0603.The orthometric height was determined by differential leveling
 GF0603.and adjusted by the National Geodetic Survey in June 1991..
 GF0603
 GF0603.The geoid height was determined by GEOID03.
 GF0603
 GF0603.The dynamic height is computed by dividing the NAVD 88
 GF0603.geopotential number by the normal gravity value computed on the
 GF0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0603.degrees latitude (g = 980.6199 gals.).
 GF0603
 GF0603.The modeled gravity was interpolated from observed gravity values.
 GF0603
 GF0603;                    North         East    Units  Estimated Accuracy
 GF0603;SPC MO W     -    83,810.      901,310.      MT  (+/- 180 meters Scaled)
 GF0603
 GF0603                          SUPERSEDED SURVEY CONTROL
 GF0603
 GF0603  NGVD 29 (??/??/92)  396.322  (m)         1300.27   (f) ADJ UNCH    1 2
 GF0603
 GF0603.Superseded values are not recommended for survey control.
 GF0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0603.See file dsdata.txt to determine how the superseded data were derived.
 GF0603
 GF0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA176864(NAD 83)
 GF0603_MARKER: Q = CHISELED SQUARE
 GF0603_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GF0603_SP_SET: FOUNDATION WALL
 GF0603_MARK LOGO: CGS   
 GF0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0603+STABILITY: SURFACE MOTION
 GF0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0603+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 GF0603
 GF0603  HISTORY     - Date     Condition        Report By
 GF0603  HISTORY     - UNK      MONUMENTED       CGS
 GF0603  HISTORY     - 1952     GOOD             NGS
 GF0603  HISTORY     - 19891024 GOOD             NGS
 GF0603  HISTORY     - 20021206 GOOD             GEOCAC
 GF0603
 GF0603                          STATION DESCRIPTION
 GF0603
 GF0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GF0603'AT MONETT.
 GF0603'AT MONETT, BARRY COUNTY, AT THE NORTHEAST CORNER OF THE
 GF0603'INTERSECTION OF BROADWAY AND THIRD STREET, AT THE BRICK BUILDING
 GF0603'ONCE OCCUPIED BY THE COMMERCIAL BANK, UNDER THE FIRST WINDOW
 GF0603'ON THIRD STREET NORTH OF THE CORNER (THE MAIN ENTRANCE IS AT
 GF0603'THE CORNER), AND ON THE TOP OF THE STONE FOUNDATION.  THE
 GF0603'BOTTOM OF A SQUARE HOLD SURROUNDED BY THE LETTERS USBM.
 GF0603
 GF0603                          STATION RECOVERY (1989)
 GF0603
 GF0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0603'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MONETT,
 GF0603'AT THE INTERSECTION OF BROADWAY AND THIRD STREET, A CHISELED SQUARE
 GF0603'SURROUNDED BY THE LETTERS USBM, IN THE WEST FOUNDATION WALL AT THE
 GF0603'SOUTHWEST CORNER OF THE CERAMIC CORNER BUILDING, 15.1 M (49.5 FT)
 GF0603'NORTH OF THE CENTER OF BROADWAY, 9.2 M (30.2 FT) EAST OF THE CENTER
 GF0603'OF THIRD STREET, 1.6 M (5.2 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 GF0603'BUILDING, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THIRD STREET.
 GF0603
 GF0603                          STATION RECOVERY (2002)
 GF0603
 GF0603'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0693 ***********************************************************************
 KC0693  DESIGNATION -  CLAPPER
 KC0693  PID         -  KC0693
 KC0693  STATE/COUNTY-  MO/MONROE
 KC0693  USGS QUAD   -  STOUTSVILLE (1960)
 KC0693
 KC0693                         *CURRENT SURVEY CONTROL
 KC0693  ___________________________________________________________________
 KC0693* NAD 83(1997)-  39 34 20.38050(N)    091 49 43.24577(W)     ADJUSTED  
 KC0693* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 KC0693  ___________________________________________________________________
 KC0693  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 KC0693  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KC0693
 KC0693  HORZ ORDER  -  SECOND
 KC0693
 KC0693.The horizontal coordinates were established by classical geodetic methods
 KC0693.and adjusted by the National Geodetic Survey in February 2000..
 KC0693
 KC0693.The orthometric height was scaled from a topographic map.
 KC0693
 KC0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0693
 KC0693.The geoid height was determined by GEOID03.
 KC0693
 KC0693;                    North         East     Units Scale Factor Converg.
 KC0693;SPC MO C     -   415,182.215   557,679.094   MT  0.99997428   +0 25 39.6
 KC0693;UTM  15      - 4,380,946.727   600,605.867   MT  0.99972461   +0 44 46.5
 KC0693
 KC0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0693!SPC MO C     -   0.99996900  x   0.99997428  =   0.99994328
 KC0693!UTM  15      -   0.99996900  x   0.99972461  =   0.99969362
 KC0693
 KC0693|---------------------------------------------------------------------|
 KC0693| PID    Reference Object                     Distance      Geod. Az  |
 KC0693|                                                           dddmmss.s |
 KC0693| CK7049 CLAPPER RM 1                         25.094 METERS 01345     |
 KC0693| KC0692 1418                                 74.935 METERS 03327     |
 KC0693| KC0691 MONROE CITY MUNICIPAL TANK          APPROX.12.1 KM 0411737.8 |
 KC0693| CK7048 CLAPPER AZ MK                                      0533153.9 |
 KC0693| CK7050 CLAPPER RM 2                         25.683 METERS 10801     |
 KC0693|---------------------------------------------------------------------|
 KC0693
 KC0693                          SUPERSEDED SURVEY CONTROL
 KC0693
 KC0693  NAD 83(1997)-  39 34 20.38506(N)    091 49 43.24837(W) AD(       ) 2
 KC0693  NAD 83(1997)-  39 34 20.38982(N)    091 49 43.25483(W) AD(       ) 2
 KC0693  NAD 83(1986)-  39 34 20.38848(N)    091 49 43.25567(W) AD(       ) 2
 KC0693  NAD 27      -  39 34 20.24860(N)    091 49 42.66410(W) AD(       ) 2
 KC0693
 KC0693.Superseded values are not recommended for survey control.
 KC0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0693.See file dsdata.txt to determine how the superseded data were derived.
 KC0693
 KC0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD0060680947(NAD 83)
 KC0693_MARKER: DS = TRIANGULATION STATION DISK
 KC0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0693
 KC0693  HISTORY     - Date     Condition        Report By
 KC0693  HISTORY     - 1958     MONUMENTED       CGS
 KC0693  HISTORY     - 1967     GOOD             CGS
 KC0693
 KC0693                          STATION DESCRIPTION
 KC0693
 KC0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 KC0693'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF MONROE CITY AND
 KC0693'7 MILES NORTHWEST OF FLORIDA ON HIGHWAY RIGHT-OF-WAY.  IT IS
 KC0693'34 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 107, 91 FEET
 KC0693'EAST OF THE CENTERLINE OF U.S. HIGHWAY 24, 20 FEET SOUTHEAST OF
 KC0693'A 10 INCH ELM TREE, 36 FEET NORTH OF A PAVED CUT-OFF ROAD, AND 86
 KC0693'FEET WEST OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE
 KC0693'DISK IS STAMPED CLAPPER 1958.
 KC0693'
 KC0693'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KC0693'U.S. HIGHWAY 36 IN MONROE CITY, GO SOUTH AND SOUTHWEST ON U.S.
 KC0693'HIGHWAY 24 FOR 8.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 KC0693'CONTINUE SOUTHWEST ON HIGHWAY 24 FOR 0.8 MILE TO THE JUNCTION OF
 KC0693'STATE HIGHWAY 107 AND THE STATION ON THE LEFT.
 KC0693'
 KC0693'REFERENCE MARK 1 IS 27 FEET WEST OF THE CENTERLINE OF HIGHWAY 107,
 KC0693'18 FEET EAST OF A 14 INCH ELM TREE, AND 59 FEET EAST OF THE
 KC0693'CENTERLINE OF HIGHWAY 24.  THE MONUMENT IS FLUSH AND THE DISK
 KC0693'IS STAMPED CLAPPER NO 1 1958.
 KC0693'
 KC0693'REFERENCE MARK 2 IS 49 FEET EAST OF THE CENTERLINE OF HIGHWAY 107,
 KC0693'1 FOOT WEST OF A WIRE FENCE, AND 4 FEET NORTHWEST OF A TELEPHONE
 KC0693'POLE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 KC0693'CLAPPER NO 2 1958.
 KC0693'
 KC0693'1418 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 KC0693'DISK STAMPED 1418 CWA 1934 708 (FEET ELEVATION) SET IN THE TOP
 KC0693'OF A 4 X 4 INCH CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 KC0693'4 FEET NORTHWEST OF A WIRE FENCE, 40 FEET EAST OF THE CENTERLINE
 KC0693'OF HIGHWAY 107, 66 FEET SOUTH OF A TELEPHONE POLE, AND 72 FEET
 KC0693'EAST OF THE CENTERLINE OF HIGHWAY 24.
 KC0693'
 KC0693'THE AZIMUTH MARK IS 48 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 KC0693'24, 2 FEET SOUTHEAST OF A WIRE FENCE, 2 FEET SOUTHEAST OF A WHITE
 KC0693'WITNESS POST, AND 22 FEET SOUTHWEST OF THE CENTERLINE OF A
 KC0693'GRAVELED DRIVEWAY, AND 44 FEET NORTHEAST OF A TELEPHONE POLE.
 KC0693'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLAPPER 1958.
 KC0693'
 KC0693'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KC0693
 KC0693                          STATION RECOVERY (1967)
 KC0693
 KC0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 KC0693'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KC0693'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 KC0693'ADEQUATE FOR RECOVERY.
 KC0693'
 KC0693'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 KC0693'SOUTHWEST OF MONROE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1034 ***********************************************************************
 KD1034  DESIGNATION -  CLARENCE
 KD1034  PID         -  KD1034
 KD1034  STATE/COUNTY-  MO/SHELBY
 KD1034  USGS QUAD   -  REDMAN (1979)
 KD1034
 KD1034                         *CURRENT SURVEY CONTROL
 KD1034  ___________________________________________________________________
 KD1034* NAD 83(1997)-  39 46 49.07553(N)    092 15 27.81320(W)     ADJUSTED  
 KD1034* NAVD 88     -       252.42   (+/-2cm)     828.1    (feet)  VERTCON   
 KD1034  ___________________________________________________________________
 KD1034  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 KD1034  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KD1034
 KD1034  HORZ ORDER  -  FIRST
 KD1034  VERT ORDER  -  THIRD ? (See Below)
 KD1034
 KD1034.The horizontal coordinates were established by classical geodetic methods
 KD1034.and adjusted by the National Geodetic Survey in February 2000..
 KD1034
 KD1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1034.The vertical order pertains to the NGVD 29 superseded value.
 KD1034
 KD1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1034
 KD1034.The geoid height was determined by GEOID03.
 KD1034
 KD1034;                    North         East     Units Scale Factor Converg.
 KD1034;SPC MO C     -   438,084.156   520,753.500   MT  0.99993863   +0 09 18.1
 KD1034;UTM  15      - 4,403,636.448   563,563.214   MT  0.99964974   +0 28 29.8
 KD1034
 KD1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1034!SPC MO C     -   0.99996544  x   0.99993863  =   0.99990407
 KD1034!UTM  15      -   0.99996544  x   0.99964974  =   0.99961519
 KD1034
 KD1034:                Primary Azimuth Mark                     Grid Az
 KD1034:SPC MO C     -  SHELBYVILLE SHELBY CO CTHSE              080 53 00.4
 KD1034:UTM  15      -  SHELBYVILLE SHELBY CO CTHSE              080 33 48.7
 KD1034
 KD1034|---------------------------------------------------------------------|
 KD1034| PID    Reference Object                     Distance      Geod. Az  |
 KD1034|                                                           dddmmss.s |
 KD1034| KD1011 SHELBYVILLE SHELBY CO CTHSE         APPROX.18.8 KM 0810218.5 |
 KD1034| KD1013 SHELBINA MUN WATER LT PLT TANK      APPROX.20.4 KM 1173942.6 |
 KD1034| CK7051 CLARENCE AZ MK                                     1775935.9 |
 KD1034| CK7052 CLARENCE RM 1                        44.022 METERS 17835     |
 KD1034| KD1024 MACON S H OSTEO SANATARIUM STK      APPROX.19.2 KM 2494352.6 |
 KD1034| KD1027 MACON MUNICIPAL TANK                APPROX.19.5 KM 2551139.1 |
 KD1034| KD1029 MACON MUN WATER AND LT PLT STK      APPROX.18.7 KM 2551352.0 |
 KD1034| KD1032 CLARENCE RM 3                        20.801 METERS 26622     |
 KD1034| CK7053 CLARENCE RM 2                        37.993 METERS 32028     |
 KD1034|---------------------------------------------------------------------|
 KD1034
 KD1034                          SUPERSEDED SURVEY CONTROL
 KD1034
 KD1034  NAD 83(1997)-  39 46 49.07921(N)    092 15 27.82047(W) AD(       ) 1
 KD1034  NAD 83(1997)-  39 46 49.07882(N)    092 15 27.82097(W) AD(       ) 1
 KD1034  NAD 83(1986)-  39 46 49.08115(N)    092 15 27.82215(W) AD(       ) 1
 KD1034  NAD 27      -  39 46 48.95020(N)    092 15 27.16420(W) AD(       ) 1
 KD1034  NGVD 29 (07/19/86)  252.43   (m)          828.2    (f) LEVELING    3  
 KD1034
 KD1034.Superseded values are not recommended for survey control.
 KD1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1034.See file dsdata.txt to determine how the superseded data were derived.
 KD1034
 KD1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE6356303636(NAD 83)
 KD1034_MARKER: DS = TRIANGULATION STATION DISK
 KD1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1034+STABILITY: SURFACE MOTION
 KD1034
 KD1034  HISTORY     - Date     Condition        Report By
 KD1034  HISTORY     - 1934     MONUMENTED       CGS
 KD1034  HISTORY     - 1948     GOOD             CGS
 KD1034  HISTORY     - 1966     GOOD             CGS
 KD1034  HISTORY     - 20040604 GOOD             USPSQD
 KD1034
 KD1034                          STATION DESCRIPTION
 KD1034
 KD1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1034'STATION IS ABOUT 2.5 MILES N OF CLARENCE IN THE SW 1/4 SEC. 33,
 KD1034'T 58 N, R 12 W, ON W LINE OF LAND OWNED BY WILLIAM BARTLETT AND
 KD1034'COMPANY, ST. JOSEPH, MISSOURI.  THE STATION MARK IS IN THE E EDGE
 KD1034'OF RIGHT-OF-WAY TO COUNTY ROUTE C, 1 FOOT W OF FENCE LINE, 40
 KD1034'FEET E OF THE CENTER LINE OF COUNTY ROUTE C, ABOUT 100 YARDS SW
 KD1034'OF A SMALL FARMHOUSE, AND PROJECTS 4 INCHES.
 KD1034'
 KD1034'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KD1034'BRONZE DISKS SET IN CONCRETE.
 KD1034'
 KD1034'REFERENCE MARK NO. 1 IS S OF THE STATION, 40 FEET E OF THE CENTER
 KD1034'LINE OF ROAD, 1 FOOT W OF FENCE LINE, AND PROJECTS 5 INCHES.
 KD1034'
 KD1034'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 254.32 FEET.
 KD1034'
 KD1034'REFERENCE MARK NO. 2 IS NW OF THE STATION, 45 FEET W OF THE CENTER
 KD1034'LINE OF ROAD, 1 FOOT E OF FENCE LINE, 90 FEET N OF FENCE CORNER,
 KD1034'AND PROJECTS 5 INCHES.
 KD1034'
 KD1034'THE AZIMUTH MARK IS S OF THE STATION, 35 FEET W OF THE CENTER LINE
 KD1034'OF ROAD, 1 FOOT E OF FENCE LINE, AND PROJECTS 8 INCHES.
 KD1034'
 KD1034'TO REACH FROM CLARENCE, GO N ON COUNTY ROUTE C FROM ITS
 KD1034'INTERSECTION WITH U.S. HIGHWAY 36 FOR 2.2 MILES TO THE STATION
 KD1034'ON THE E SIDE OF ROAD.
 KD1034'
 KD1034'ALL LIGHTS CAME INTO VIEW AT 30 FEET.
 KD1034
 KD1034                          STATION RECOVERY (1948)
 KD1034
 KD1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1034'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1934
 KD1034'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A DIFFERENCE
 KD1034'WAS FOUND IN THE DISTANCES TO THE REFERENCE MARKS, AND A
 KD1034'DIFFERENCE IN THE DIRECTION TO THE AZIMUTH MARK.  A TOWER
 KD1034'COULD NOT BE BUILT OVER THE STATION BECAUSE OF A POWER LINE
 KD1034'DIRECTLY OVERHEAD.  A NEW MARK (R.M. NO. 3) WAS SET AND
 KD1034'OCCUPIED AS CLARENCE ECC.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KD1034'
 KD1034'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF CLARENCE,
 KD1034'ABOUT 100 YARDS SOUTHWEST OF A FARM HOUSE, ON PROPERTY OWNED
 KD1034'BY THE HIGHWAY COMMISSION.  IT IS 40 FEET EAST OF THE CENTERLINE
 KD1034'OF COUNTY ROUTE C, AND IS SET IN THE NORTH-SOUTH RIGHT-OF-WAY
 KD1034'FENCELINE.  THE DISK IS STAMPED CLARENCE 1934 AND PROJECTS
 KD1034'4 INCHES.
 KD1034'
 KD1034'REFERENCE MARK NO. 1 IS 144.43 FEET SOUTH OF THE STATION,
 KD1034'40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 KD1034'WEST OF THE FENCELINE.  THE DISK IS STAMPED CLARENCE NO 1 1934
 KD1034'AND PROJECTS 5 INCHES.
 KD1034'
 KD1034'REFERENCE MARK NO. 2 IS 124.65 FEET NORTHWEST OF THE STATION,
 KD1034'45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IS SET
 KD1034'IN A NORTH-SOUTH FENCELINE.  THE DISK IS STAMPED CLARENCE
 KD1034'NO 2 1934 AND PROJECTS 5 INCHES.
 KD1034'
 KD1034'REFERENCE MARK NO. 3 (CLARENCE ECC.) IS 68.24 FEET WEST OF
 KD1034'THE STATION, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KD1034'18 FEET SOUTHEAST OF A TELEPHONE POLE, AND 12 FEET EAST OF
 KD1034'THE FENCELINE.  THE DISK IS STAMPED CLARENCE NO 3 1948 AND
 KD1034'PROJECTS 6 INCHES.  (A TRAVERSE CONNECTION WAS
 KD1034'MADE TO THIS MARK FROM THE STATION.)
 KD1034'
 KD1034'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION,
 KD1034'40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 KD1034'EAST OF A FENCELINE.  THE DISK IS STAMPED CLARENCE 1934 AND
 KD1034'PROJECTS 8 INCHES.
 KD1034'
 KD1034'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36
 KD1034'AND COUNTY ROUTE C AT THE NORTH EDGE OF CLARENCE, GO NORTH
 KD1034'ON ROUTE C FOR 1.9 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 KD1034'DESCRIBED.  CONTINUE NORTH FOR 0.3 MILE TO THE STATION ON
 KD1034'THE RIGHT.
 KD1034'
 KD1034'A 100 FOOT SIGNAL AT LENTNER IS VISIBLE AT 20 FEET.
 KD1034'
 KD1034'A 100 FOOT SIGNAL AT WOOD 1934 IS VISIBLE AT 37 FEET.
 KD1034'
 KD1034'AN 87 FOOT SIGNAL AT COX IS VISIBLE AT 20 FEET.
 KD1034'
 KD1034'AN 87 FOOT SIGNAL AT MACON 1934 IS VISIBLE AT 37 FEET.
 KD1034'
 KD1034'HEIGHT OF STAND-4 FEET.
 KD1034'
 KD1034'HEIGHT OF TOWER- 77 FEET.
 KD1034
 KD1034                          STATION RECOVERY (1966)
 KD1034
 KD1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EEB)
 KD1034'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, REFERENCE
 KD1034'MARK NO. 3, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 KD1034'CONDITION.  THE TO REACH WAS ADEQUATE.
 KD1034'
 KD1034'STATION MARK IS 37 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 151,
 KD1034'78 FEET NORTH-NORTHEAST OF A POWERLINE POLE, 2 FEET NORTH-NORTH EAST
 KD1034'OF A CORNER FENCE POST, 1 FOOT WEST OF A METAL WITNESS POST, AND
 KD1034'PROJECTS 2 INCHES.
 KD1034'
 KD1034'REFERENCE MARK NO. 1 IS 66 FEET SOUTH OF A POWERLINE POLE, 3 FEET
 KD1034'WEST OF A FENCE, AND PROJECTS 4 INCHES.
 KD1034'
 KD1034'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED.
 KD1034'
 KD1034'REFERENCE MARK NO. 3 IS 12 FEET EAST OF A FENCE AND FLUSH WITH
 KD1034'THE SURFACE OF THE GROUND.
 KD1034'
 KD1034'AZIMUTH MARK IS 48 FEET SOUTH OF A T-FENCE CORNER POST, 1.5 FEET
 KD1034'WEST OF A METAL WITNESS POST, 1 FOOT WEST OF A FENCE, AND PROJECTS
 KD1034'3 INCHES.
 KD1034'
 KD1034'NOTE.  COUNTY ROAD C MENTIONED IN THE DESCRIPTION IS NOW STATE
 KD1034'HIGHWAY 151.
 KD1034'
 KD1034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 KD1034'NORTH OF CLARENCE.
 KD1034
 KD1034                          STATION RECOVERY (2004)
 KD1034
 KD1034'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLL)
 KD1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1020 ***********************************************************************
 KD1020  DESIGNATION -  CLARENCE MUNICIPAL TANK
 KD1020  PID         -  KD1020
 KD1020  STATE/COUNTY-  MO/SHELBY
 KD1020  USGS QUAD   -  CLARENCE (1971)
 KD1020
 KD1020                         *CURRENT SURVEY CONTROL
 KD1020  ___________________________________________________________________
 KD1020* NAD 83(1997)-  39 44 34.42787(N)    092 15 56.31235(W)     ADJUSTED  
 KD1020* NAVD 88     -                                                        
 KD1020  ___________________________________________________________________
 KD1020  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 KD1020  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KD1020
 KD1020  HORZ ORDER  -  THIRD
 KD1020
 KD1020.The horizontal coordinates were established by classical geodetic methods
 KD1020.and adjusted by the National Geodetic Survey in February 2000..
 KD1020
 KD1020
 KD1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1020
 KD1020.The geoid height was determined by GEOID03.
 KD1020
 KD1020;                    North         East     Units Scale Factor Converg.
 KD1020;SPC MO C     -   433,929.861   520,086.232   MT  0.99993830   +0 08 59.4
 KD1020;UTM  15      - 4,399,479.696   562,919.330   MT  0.99964874   +0 28 10.3
 KD1020
 KD1020                          SUPERSEDED SURVEY CONTROL
 KD1020
 KD1020  NAD 83(1997)-  39 44 34.43129(N)    092 15 56.31951(W) AD(       ) 4
 KD1020  NAD 83(1997)-  39 44 34.43153(N)    092 15 56.32002(W) AD(       ) 4
 KD1020  NAD 83(1986)-  39 44 34.43359(N)    092 15 56.32101(W) AD(       ) 4
 KD1020  NAD 27      -  39 44 34.30300(N)    092 15 55.66100(W) AD(       ) 3
 KD1020
 KD1020.Superseded values are not recommended for survey control.
 KD1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1020.See file dsdata.txt to determine how the superseded data were derived.
 KD1020
 KD1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6291999480(NAD 83)
 KD1020_MARKER: 53 = ELEVATED TANK
 KD1020
 KD1020  HISTORY     - Date     Condition        Report By
 KD1020  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1020  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 KD1020
 KD1020                          STATION DESCRIPTION
 KD1020
 KD1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1020'THE STATION IS LOCATED IN THE TOWN OF CLARENCE, 3 BLOCKS WEST OF
 KD1020'THE DEPOT, AND 59 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 KD1020'TRACKS.  IT IS A 4 LEGGED STEEL STRUCTURE, 40 FEET SQUARE
 KD1020'AT THE BASE, AND ABOUT 120 FEET HIGH.  IT IS SILVER IN COLOR.
 KD1020'
 KD1020'THE POINT INTERSECTED WAS THE BALL FINIAL.
 KD1020
 KD1020                          STATION RECOVERY (2004)
 KD1020
 KD1020'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLL)
 KD1020'TANK WAS DISMANTELED AND REMOVED IN OCTOBER 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1032 ***********************************************************************
 KD1032  DESIGNATION -  CLARENCE RM 3
 KD1032  PID         -  KD1032
 KD1032  STATE/COUNTY-  MO/SHELBY
 KD1032  USGS QUAD   -  REDMAN (1979)
 KD1032
 KD1032                         *CURRENT SURVEY CONTROL
 KD1032  ___________________________________________________________________
 KD1032* NAD 83(1997)-  39 46 49.03280(N)    092 15 28.68557(W)     ADJUSTED  
 KD1032* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 KD1032  ___________________________________________________________________
 KD1032  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 KD1032  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KD1032
 KD1032  HORZ ORDER  -  SECOND
 KD1032
 KD1032.The horizontal coordinates were established by classical geodetic methods
 KD1032.and adjusted by the National Geodetic Survey in February 2000..
 KD1032
 KD1032.The orthometric height was scaled from a topographic map.
 KD1032
 KD1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1032
 KD1032.The geoid height was determined by GEOID03.
 KD1032
 KD1032;                    North         East     Units Scale Factor Converg.
 KD1032;SPC MO C     -   438,082.782   520,732.746   MT  0.99993862   +0 09 17.5
 KD1032;UTM  15      - 4,403,634.959   563,542.474   MT  0.99964971   +0 28 29.3
 KD1032
 KD1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1032!SPC MO C     -   0.99996535  x   0.99993862  =   0.99990397
 KD1032!UTM  15      -   0.99996535  x   0.99964971  =   0.99961507
 KD1032
 KD1032|---------------------------------------------------------------------|
 KD1032| PID    Reference Object                     Distance      Geod. Az  |
 KD1032|                                                           dddmmss.s |
 KD1032| KD1034 CLARENCE                             20.801 METERS 08622     |
 KD1032| CK7052 CLARENCE RM 1                        47.970 METERS 15255     |
 KD1032| CK7051 CLARENCE AZ MK                                     1753109.6 |
 KD1032| KD1020 CLARENCE MUNICIPAL TANK             APPROX. 4.2 KM 1890012.3 |
 KD1032| CK7053 CLARENCE RM 2                        30.812 METERS 35339     |
 KD1032|---------------------------------------------------------------------|
 KD1032
 KD1032                          SUPERSEDED SURVEY CONTROL
 KD1032
 KD1032  NAD 83(1997)-  39 46 49.03647(N)    092 15 28.69284(W) AD(       ) 2
 KD1032  NAD 83(1997)-  39 46 49.03609(N)    092 15 28.69335(W) AD(       ) 2
 KD1032  NAD 83(1986)-  39 46 49.03842(N)    092 15 28.69450(W) AD(       ) 2
 KD1032  NAD 27      -  39 46 48.90750(N)    092 15 28.03660(W) AD(       ) 2
 KD1032
 KD1032.Superseded values are not recommended for survey control.
 KD1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1032.See file dsdata.txt to determine how the superseded data were derived.
 KD1032
 KD1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE6354203635(NAD 83)
 KD1032_MARKER: DR = REFERENCE MARK DISK
 KD1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1032
 KD1032  HISTORY     - Date     Condition        Report By
 KD1032  HISTORY     - 1948     MONUMENTED       CGS
 KD1032  HISTORY     - 1949     GOOD             CGS
 KD1032  HISTORY     - 1966     GOOD             CGS
 KD1032  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 KD1032
 KD1032                          STATION DESCRIPTION
 KD1032
 KD1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1032'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF CLARENCE,
 KD1032'ABOUT 100 YARDS SOUTHWEST OF A FARMHOUSE AND ON PROPERTY
 KD1032'OWNED BY THE HIGHWAY COMMISSION.  IT IS 32 FEET WEST OF THE
 KD1032'APPROXIMATE CENTERLINE OF COUNTY ROUTE C, 18 FEET SOUTHEAST
 KD1032'OF A TELEPHONE POLE, AND 12 FEET EAST OF A FENCE LINE.  THE
 KD1032'MARK IS A STANDARD REFERENCE MARK, STAMPED CLARENCE NO 3
 KD1032'1948, AND PROJECTS ABOUT 6 INCHES.
 KD1032'
 KD1032'BECAUSE OF A POWER-LINE DIRECTLY OVER TRIANGULATION STATION
 KD1032'CLARENCE 1934 THE NECESSARY TOWER COULD NOT BE BUILT SO
 KD1032'THE ABOVE MARK WAS SET AND OCCUPIED AS CLARENCE ECC., AND A
 KD1032'TRAVERSE CONNECTION WAS MADE TO CLARENCE 1934, AS FOLLOWS-
 KD1032'20.801 METERS (68.24 FT.)
 KD1032'
 KD1032'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36
 KD1032'AND COUNTY ROUTE C, AT THE NORTH EDGE OF CLARENCE, GO NORTH
 KD1032'ON ROUTE C FOR 2.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED
 KD1032'ABOVE.
 KD1032
 KD1032                          STATION RECOVERY (1949)
 KD1032
 KD1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1032'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1948
 KD1032'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES AND
 KD1032'DIRECTIONS TO ALL MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 KD1032'THE 1948 DESCRIPTION IS ADEQUATE.
 KD1032'
 KD1032'A 74 FOOT SIGNAL AT ANABEL 1949 IS VISIBLE AT 20 FEET.
 KD1032'
 KD1032'A 74 FOOT SIGNAL AT MACON 1934 IS VISIBLE AT 20 FEET.
 KD1032'
 KD1032'AN 87 FOOT SIGNAL AT REDMAN 1949 IS VISIBLE AT 30 FEET.
 KD1032'
 KD1032'A 100 FOOT SIGNAL AT ATLANTA 1949 IS VISIBLE AT 30 FEET.
 KD1032'
 KD1032'A 100 FOOT SIGNAL AT BORROW 1934 IS VISIBLE AT 20 FEET.
 KD1032'
 KD1032'AN 87 FOOT SIGNAL AT LEONARD 1949 IS VISIBLE AT 20 FEET.
 KD1032'
 KD1032'HEIGHT OF TOWER- 77 FEET.
 KD1032
 KD1032                          STATION RECOVERY (1966)
 KD1032
 KD1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EEB)
 KD1032'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 KD1032'CONDITION.  IT IS FLUSH WITH THE SURFACE OF THE GROUND.
 KD1032'
 KD1032'THE TO REACH THE STATION WAS ADEQUATE.  COUNTY ROAD C MENTIONED IN
 KD1032'THE DESCRIPTION IS NOW STATE HIGHWAY 151.
 KD1032
 KD1032                          STATION RECOVERY (2004)
 KD1032
 KD1032'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLL)
 KD1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1060 ***********************************************************************
 KD1060  DESIGNATION -  CLARK
 KD1060  PID         -  KD1060
 KD1060  STATE/COUNTY-  MO/BOONE
 KD1060  USGS QUAD   -  STURGEON (1969)
 KD1060
 KD1060                         *CURRENT SURVEY CONTROL
 KD1060  ___________________________________________________________________
 KD1060* NAD 83(1997)-  39 14 46.91618(N)    092 19 25.05347(W)     ADJUSTED  
 KD1060* NAVD 88     -       264.34   (+/-2cm)     867.3    (feet)  VERTCON   
 KD1060  ___________________________________________________________________
 KD1060  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 KD1060  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KD1060
 KD1060  HORZ ORDER  -  THIRD
 KD1060  VERT ORDER  -  THIRD ? (See Below)
 KD1060
 KD1060.The horizontal coordinates were established by classical geodetic methods
 KD1060.and adjusted by the National Geodetic Survey in February 2000..
 KD1060
 KD1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1060.The vertical order pertains to the NGVD 29 superseded value.
 KD1060
 KD1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1060
 KD1060.The geoid height was determined by GEOID03.
 KD1060
 KD1060;                    North         East     Units Scale Factor Converg.
 KD1060;SPC MO C     -   378,794.771   515,224.512   MT  0.99993619   +0 06 41.7
 KD1060;UTM  15      - 4,344,334.573   558,365.037   MT  0.99964194   +0 25 40.5
 KD1060
 KD1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1060!SPC MO C     -   0.99996363  x   0.99993619  =   0.99989982
 KD1060!UTM  15      -   0.99996363  x   0.99964194  =   0.99960558
 KD1060
 KD1060|---------------------------------------------------------------------|
 KD1060| PID    Reference Object                     Distance      Geod. Az  |
 KD1060|                                                           dddmmss.s |
 KD1060| AJ6839 CLARK RM 3                           49.487 METERS 08537     |
 KD1060| AJ6840 CLARK RM 4                           72.161 METERS 15109     |
 KD1060| CK7057 CLARK AZ MK                                        1834039.2 |
 KD1060| AI3274 CLARK AZ MK RESET                   APPROX. 0.8 KM 1894531.6 |
 KD1060| CK7058 CLARK RM 1                           31.084 METERS 25903     |
 KD1060| CK7059 CLARK RM 2                           42.389 METERS 34928     |
 KD1060|---------------------------------------------------------------------|
 KD1060
 KD1060                          SUPERSEDED SURVEY CONTROL
 KD1060
 KD1060  NAD 83(1997)-  39 14 46.92394(N)    092 19 25.05867(W) AD(       ) 3
 KD1060  NAD 83(1986)-  39 14 46.92420(N)    092 19 25.05898(W) AD(       ) 3
 KD1060  NAD 27      -  39 14 46.78440(N)    092 19 24.41680(W) AD(       ) 3
 KD1060  NGVD 29 (07/19/86)  264.33   (m)          867.2    (f) LEVELING    3  
 KD1060
 KD1060.Superseded values are not recommended for survey control.
 KD1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1060.See file dsdata.txt to determine how the superseded data were derived.
 KD1060
 KD1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5836544335(NAD 83)
 KD1060_MARKER: DS = TRIANGULATION STATION DISK
 KD1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1060_STAMPING: CLARK 1949
 KD1060_MARK LOGO: CGS   
 KD1060_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KD1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1060+STABILITY: SURFACE MOTION
 KD1060
 KD1060  HISTORY     - Date     Condition        Report By
 KD1060  HISTORY     - 1949     MONUMENTED       CGS
 KD1060  HISTORY     - 1959     GOOD             CGS
 KD1060  HISTORY     - 1967     GOOD             CGS
 KD1060  HISTORY     - 1972     GOOD             MSHD
 KD1060  HISTORY     - 19850615 GOOD             NGS
 KD1060  HISTORY     - 1990     GOOD             USPSQD
 KD1060
 KD1060                          STATION DESCRIPTION
 KD1060
 KD1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1060'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF CLARK AND
 KD1060'ABOUT 2-1/2 MILES WEST NORTHWEST OF STURGEON ON THE HIGHWAY RIGHT
 KD1060'OF WAY AT THE JUNCTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 22.
 KD1060'STATION IS 76 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 KD1060'HIGHWAY 22, 47 FEET SOUTHWEST OF A FENCECORNER, 18 FEET NORTH
 KD1060'OF FENCELINE AND 5 FEET NORTH OF WITNESS POST.  THE MARK
 KD1060'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLARK 1949.
 KD1060'
 KD1060'REFERENCE MARK NO. 1 IS 39 FEET EAST OF THE CENTERLINE OF U.S.
 KD1060'HIGHWAY 63 AND 2 FEET SOUTH OF A TELEPHONE POLE.  THE MARK
 KD1060'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLARK NO 1 1949.
 KD1060'
 KD1060'REFERENCE MARK NO. 2 IS 64 FEET NORTH OF THE APPROXIMATE CENTERLINE
 KD1060'OF STATE HIGHWAY 22 AND 2.5 FEET WEST OF A TELEPHONE POLE.  THE
 KD1060'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CLARK NO
 KD1060'2 1949.
 KD1060'
 KD1060'AZIMUTH MARK IS 35 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 KD1060'63, 23 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD,
 KD1060'5 FEET EAST SOUTHEAST OF A TELEPHONE POLE AND 2 FEET EAST SOUTHEAST
 KD1060'OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 KD1060'DISK IS STAMPED CLARK 1949.
 KD1060'
 KD1060'TO REACH STATION FROM THE POST OFFICE IN CLARK GO WEST AND
 KD1060'SOUTH ON THE MAIN STREET FOR 0.35 MILE TO U.S. HIGHWAY 63.
 KD1060'CONTINUE SOUTH ON U.S. HIGHWAY 63 FOR 2.25 MILES TO JUNCTION
 KD1060'OF STATE HIGHWAY 22 AND STATION AS DESCRIBED.  CONTINUE SOUTH
 KD1060'FOR 0.5 MILE TO CROSS ROADS AND AZIMUTH MARK ON LEFT OR EAST
 KD1060'SIDE OF HIGHWAY AS DESCRIBED.
 KD1060'
 KD1060'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD1060
 KD1060                          STATION RECOVERY (1959)
 KD1060
 KD1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KD1060'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1060'FOUND IN GOOD CONDITION EXCEPT THE TWO REFERENCE MARKS WHICH
 KD1060'HAD BEEN DESTROYED.  ROAD WORK ALONG U.S. HIGHWAY 63 WILL
 KD1060'DESTROY THE AZIMUTH MARK, SO IT WAS MOVED.  TWO NEW REFERENCE
 KD1060'MARKS WERE SET.  A COMPLETE DESCRIPTION FOLLOWS.
 KD1060'
 KD1060'STATION IS LOCATED ABOUT 2 AND 1/2 MILES SOUTHEAST OF THE
 KD1060'SMALL TOWN OF CLARK AND 2 AND 1/2 MILES WEST-NORTHWEST OF
 KD1060'STURGEON ON THE HIGHWAY RIGHT-OF-WAY AT THE JUNCTION OF U.S.
 KD1060'HIGHWAY 63 AND STATE HIGHWAY 22, 237 FEET EAST OF THE CENTER OF
 KD1060'NEW U.S. HIGHWAY 63, 77 FEET SOUTH OF THE CENTERLINE OF STATE
 KD1060'HIGHWAY 22, 1 FOOT SOUTH OF NEW WITNESS SIGNPOST.  THE MARK IS
 KD1060'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KD1060'CLARK 1949.
 KD1060'
 KD1060'TO REACH THE STATION FROM THE POST OFFICE IN CLARK, GO WEST
 KD1060'AND SOUTH ON MAIN STREET FOR 0.35 MILE TO U.S. HIGHWAY 63.
 KD1060'CONTINUE SOUTHEAST ON U.S. HIGHWAY 63 FOR 2.25 MILES TO THE
 KD1060'JUNCTION OF STATE HIGHWAY 22 AND THE STATION AS DESCRIBED.
 KD1060'
 KD1060'REFERENCE MARK NO. 3 IS 162.36 FEET EAST OF THE STATION, 62
 KD1060'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 22, 23 FEET WEST
 KD1060'OF A TELEPHONE POLE, AND 18 FEET NORTH OF A TELEPHONE POLE.
 KD1060'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CLARK NO
 KD1060'3 1949.
 KD1060'
 KD1060'REFERENCE MARK NO. 4 IS 236.75 FEET SOUTH-SOUTHEAST OF THE
 KD1060'STATION AND 2 FEET NORTHWEST OF THE 2ND TELEPHONE POLE SOUTH
 KD1060'OF STATE HIGHWAY 22 AND ALONG EAST RIGHT-OF-WAY OF U.S. HIGHWAY
 KD1060'63.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CLARK NO
 KD1060'4 1949.
 KD1060'
 KD1060'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 250 FEET WEST
 KD1060'OF THE CENTER OF U.S. HIGHWAY 63, 48 FEET WEST OF A TELEPHONE
 KD1060'POLE AND FENCE CORNER, 42 FEET SOUTH OF THE CENTER OF COUNTY ROAD
 KD1060'F, 2 FEET WEST OF A NEW WITNESS SIGNPOST, AND 1 FOOT NORTH
 KD1060'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 KD1060'STAMPED CLARK 1949 RESET 1959.
 KD1060'
 KD1060'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 KD1060'U.S. HIGHWAY 63 FOR 0.5 MILE TO COUNTY ROAD F RIGHT AND THE
 KD1060'AZIMUTH MARK AS DESCRIBED.
 KD1060
 KD1060                          STATION RECOVERY (1967)
 KD1060
 KD1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1060'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 KD1060'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 KD1060'IN GOOD CONDITION.  THE 1959 DESCRIPTION WAS FOUND ADEQUATE FOR
 KD1060'RECOVERY.
 KD1060'
 KD1060'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 KD1060'SOUTHEAST OF CLARK.
 KD1060
 KD1060                          STATION RECOVERY (1972)
 KD1060
 KD1060'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (BS)
 KD1060'CLARK 1949 FOUND IN GOOD CONDITION.
 KD1060'
 KD1060'AZ MARK 1959 FOUND IN GOOD CONDITION.
 KD1060'
 KD1060'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MI SE OF CLARK AND
 KD1060'2-1/2 MI NW OF STURGEON.
 KD1060
 KD1060                          STATION RECOVERY (1985)
 KD1060
 KD1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KD1060'THE SURFACE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK SET IN
 KD1060'1954 WERE ALL RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND
 KD1060'SOLID IN THE GROUND BUT HAD OBVIOUSLY BEEN STRUCK.  THE DISTANCE TO
 KD1060'THE MARK AGREED WITH 1959 DATA BUT THE DIRECTION WAS 78 SECONDS LARGER
 KD1060'AND THE DISTANCE AND DIRECTION TO REFERENCE MARK 4 AGREED WITH 1959
 KD1060'DATA.  THE UNDERGROUND MARK WAS NOT INSPECTED.  DUE TO CHANGES AT THE
 KD1060'STATION SITE, A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT
 KD1060'4 KM (2.50 MI) S OF CLARK, 4 KM (2.50 MI) W OF STURGEON, IN THE SE
 KD1060'ANGLE OF THE INTERSECTION OF US HWY 63 AND STATE HIGHWAY 22 AND ON
 KD1060'HIGHWAY RIGHT-OF-WAY.  THE STATION IS A STANDARD CGS DISK STAMPED
 KD1060'CLARK 1949, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM OR 12
 KD1060'INCHES IN DIAMETER PROJECTING 5 CM OR 2 INCHES ABOVE THE GROUND
 KD1060'LOCATED 72.2 M (236.9 FT) E FROM THE CENTERLINE OF US HWY 63, 53.89 M
 KD1060'(176.80 FT) W FROM A FIRE HYDRANT, 23.5 M (77.1 FT) S FROM THE
 KD1060'CENTERLINE OF STATE HWY 22, 0.46 M (1.51 FT) E FROM A NEW WITNESS
 KD1060'POST, AND 0.46 M (1.51 FT) W FROM A NEW WITNESS POST.  REFERENCE MARK
 KD1060'NO 3 IS A STANDARD CGS DISK STAMPED CLARK 1949 NO 3, SET INTO THE TOP
 KD1060'OF A SQUARE CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER
 KD1060'PROJECTING 15 CM OR 6 INCHES ABOVE THE GROUND LOCATED 18.9 M (62.0 FT)
 KD1060'S FROM THE CENTERLINE OF HWY 22, 6.64 M (21.78 FT) NW FROM THE FIRE
 KD1060'HYDRANT, 1.10 M (3.61 FT) WSW FROM A HWY RIGHT-OF-WAY MARKER POST,
 KD1060'1.07 M (3.51 FT) SSE FROM A GAS PIPE LINE VALVE MARKER POST, AND LEVEL
 KD1060'WITH THE STATION.  REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED
 KD1060'CLARK 1949 NO 4, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM
 KD1060'OR 12 INCHES IN DIAMETER PROJECTING 5 CM OR 2 INCHES ABOVE THE GROUND
 KD1060'LOCATED 87.5 M (287.1 FT) S FROM THE CENTERLINE OF HWY 22, 0.3 M (1.0
 KD1060'FT) N FROM A WITNESS POST, 68.52 M (224.80 FT) S FROM A REFERENCE MARK
 KD1060'3, AND 0.6 M (2.0 FT) BELOW THE STATION.  AZIMUTH MARK NO 2 IS A
 KD1060'STANDARD CGS DISK STAMPED CLARK 1949 RESET 1959, SET INTO THE TOP OF A
 KD1060'SQUARE CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER PROJECTING 15
 KD1060'CM OR 6 INCHES ABOVE THE GROUND LOCATED 14.63 M (48.00 FT) W FROM A
 KD1060'RIGHT-OF-WAY MARKER POST, 11.6 M (38.1 FT) S FROM THE CENTERLINE OF
 KD1060'THE ROAD, 2.90 M (9.51 FT) SE FROM A PIPE LINE WARNING POST, AND 0.46
 KD1060'M (1.51 FT) E FROM A NEW WITNESS POST.  TO REACHED THE AZIMUTH MARK
 KD1060'FROM THE JUNCTION OF US HWY 63 AND STATE HWY 22, GO S ON HIGHWAY 63
 KD1060'FOR 0.80 KM (0.50 MI) TO STATE ROAD F ON THE RIGHT.  TURN RIGHT AND GO
 KD1060'W ON ROAD F FOR 0.08 KM (0.05 MI) TO THE MARK ON THE LEFT.
 KD1060
 KD1060                          STATION RECOVERY (1990)
 KD1060
 KD1060'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0474 ***********************************************************************
 LE0474  DESIGNATION -  CLARK
 LE0474  PID         -  LE0474
 LE0474  STATE/COUNTY-  MO/SCOTLAND
 LE0474  USGS QUAD   -  BIBLE GROVE (1966)
 LE0474
 LE0474                         *CURRENT SURVEY CONTROL
 LE0474  ___________________________________________________________________
 LE0474* NAD 83(1997)-  40 18 10.83799(N)    092 18 56.45190(W)     ADJUSTED  
 LE0474* NAVD 88     -       269.40   (+/-2cm)     883.9    (feet)  VERTCON   
 LE0474  ___________________________________________________________________
 LE0474  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 LE0474  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LE0474
 LE0474  HORZ ORDER  -  FIRST
 LE0474  VERT ORDER  -  THIRD ? (See Below)
 LE0474
 LE0474.The horizontal coordinates were established by classical geodetic methods
 LE0474.and adjusted by the National Geodetic Survey in February 2000..
 LE0474
 LE0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0474.The vertical order pertains to the NGVD 29 superseded value.
 LE0474
 LE0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0474
 LE0474.The geoid height was determined by GEOID03.
 LE0474
 LE0474;                    North         East     Units Scale Factor Converg.
 LE0474;SPC MO C     -   496,108.045   515,668.871   MT  0.99993635   +0 07 09.2
 LE0474;UTM  15      - 4,461,613.950   558,154.473   MT  0.99964163   +0 26 33.5
 LE0474
 LE0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0474!SPC MO C     -   0.99996285  x   0.99993635  =   0.99989920
 LE0474!UTM  15      -   0.99996285  x   0.99964163  =   0.99960449
 LE0474
 LE0474:                Primary Azimuth Mark                     Grid Az
 LE0474:SPC MO C     -  MEMPHIS MUNICIPAL TANK                   035 14 23.9
 LE0474:UTM  15      -  MEMPHIS MUNICIPAL TANK                   034 54 59.6
 LE0474
 LE0474|---------------------------------------------------------------------|
 LE0474| PID    Reference Object                     Distance      Geod. Az  |
 LE0474|                                                           dddmmss.s |
 LE0474| LE0455 MEMPHIS MUNICIPAL TANK              APPROX.21.1 KM 0352133.1 |
 LE0474| CK7054 CLARK AZ MK                                        0520559.7 |
 LE0474| CK7055 CLARK RM 1                           41.209 METERS 11005     |
 LE0474| CK7056 CLARK RM 2                           25.765 METERS 23539     |
 LE0474| LE0479 KIRKSVILLE ADAIR CO CTHSE DOME      APPROX.25.8 KM 2422241.2 |
 LE0474| LE0483 KIRKSVILLE MUNICIPAL TANK           APPROX.25.6 KM 2433905.7 |
 LE0474| LE0482 KIRKSVILLE MO PWR LT CO STACK       APPROX.25.5 KM 2434000.7 |
 LE0474|---------------------------------------------------------------------|
 LE0474
 LE0474                          SUPERSEDED SURVEY CONTROL
 LE0474
 LE0474  NAD 83(1997)-  40 18 10.83913(N)    092 18 56.45565(W) AD(       ) 1
 LE0474  NAD 83(1997)-  40 18 10.83914(N)    092 18 56.45551(W) AD(       ) 1
 LE0474  NAD 83(1986)-  40 18 10.84451(N)    092 18 56.46508(W) AD(       ) 1
 LE0474  NAD 27      -  40 18 10.71320(N)    092 18 55.78800(W) AD(       ) 1
 LE0474  NGVD 29 (07/19/86)  269.42   (m)          883.9    (f) LEVELING    3  
 LE0474
 LE0474.Superseded values are not recommended for survey control.
 LE0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0474.See file dsdata.txt to determine how the superseded data were derived.
 LE0474
 LE0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE5815461614(NAD 83)
 LE0474_MARKER: DS = TRIANGULATION STATION DISK
 LE0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0474_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0474
 LE0474  HISTORY     - Date     Condition        Report By
 LE0474  HISTORY     - 1934     MONUMENTED       CGS
 LE0474  HISTORY     - 1963     MARK NOT FOUND   USGS
 LE0474  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LE0474
 LE0474                          STATION DESCRIPTION
 LE0474
 LE0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0474'STATION IS LOCATED ABOUT 13 MILES SW OF MEMPHIS, 7 MILES NW OF
 LE0474'BARING, IN SE 1/4 SEC. 35, T 64 N, R 13 W, AND JUST N OF THE
 LE0474'KNOX-SCOTLAND COUNTY LINE.  THE MARK IS SET ON THE N EDGE OF THE
 LE0474'RIGHT-OF-WAY OF THE COUNTY LINE ROAD, 1 FOOT S OF FENCE LINE, 28
 LE0474'FEET N OF THE CENTER LINE OF THE ROAD AND PROJECTS 5 INCHES.
 LE0474'
 LE0474'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0474'BRONZE DISKS SET IN CONCRETE.
 LE0474'
 LE0474'REFERENCE MARK NO. 1 IS ESE OF THE STATION ON THE S EDGE OF THE
 LE0474'RIGHT-OF-WAY, 1 FOOT N OF HEDGE FENCE, 21 FEET S OF THE CENTER
 LE0474'LINE OF THE ROAD AND PROJECTS 10 INCHES.
 LE0474'
 LE0474'REFERENCE MARK NO. 2 IS SW OF THE STATION ON THE S EDGE OF THE
 LE0474'RIGHT-OF-WAY, 3 FEET N OF HEDGE FENCE, 18-1/2 FEET S OF THE CENTER
 LE0474'LINE OF THE ROAD, AT THE W EDGE OF THE HEDGE FENCE.  MARK PROJECTS
 LE0474'12 INCHES.
 LE0474'
 LE0474'AZIMUTH MARK IS NE OF THE STATION, ABOUT 0.15 N OF T-INTERSECTION
 LE0474'1 FOOT W OF FENCE LINE, 15 E OF THE CENTER LINE OF THE ROAD,
 LE0474'PROJECTS 8 INCHES.  TO REACH GO E FOR 0.2 MILE THENCE N FOR 0.15
 LE0474'MILE.
 LE0474'
 LE0474'TO REACH STATION FROM GREENSBURG GO W FOR 4.75 MILES CROSS ROAD.
 LE0474'THIS CROSS ROAD IS ABOUT MIDWAY DOWN A SHORT STEEP HILL.  HERE GO
 LE0474'N FOR 0.5 MILE TO THE COUNTY LINE ROAD.  GO W FOR 0.5 MILE TO THE
 LE0474'STATION ON THE N EDGE OF THE RIGHT-OF-WAY.
 LE0474'
 LE0474'ALL LIGHTS CAME INTO VIEW AT 44 FEET.
 LE0474
 LE0474                          STATION RECOVERY (1963)
 LE0474
 LE0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0474'STATION COULD NOT BE LOCATED.  ROAD WIDENING AND GRADING IN THIS AREA
 LE0474'SUGGEST POSSIBLE DESTRUCTION.  RMS COULD NOT BE LOCATED.  A LARGE
 LE0474'PIECE OF CONC. WAS FOUND IN A DITCH NEARBY, BUT NO TABLET TO
 LE0474'IDENTIFY IT.
 LE0474
 LE0474                          STATION RECOVERY (1967)
 LE0474
 LE0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0474'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LE0474'AZIMUTH MARK WERE DESTROYED BY ROAD CONSTRUCTION.  THE AZIMUTH MARK
 LE0474'WAS DESTROYED WHEN THE HEDGE ROW WAS CLEARED.  THE UNDERGROUND MARK
 LE0474'WAS SEARCHED FOR BUT NOT RECOVERED.
 LE0474'
 LE0474'THIS STATION SHOULD BE CONSIDERED DESTROYED.
 LE0474'
 LE0474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTHWEST
 LE0474'OF BARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1154 ***********************************************************************
 HD1154  DESIGNATION -  CLARK
 HD1154  PID         -  HD1154
 HD1154  STATE/COUNTY-  MO/WRIGHT
 HD1154  USGS QUAD   -  MANSFIELD NW (1985)
 HD1154
 HD1154                         *CURRENT SURVEY CONTROL
 HD1154  ___________________________________________________________________
 HD1154* NAD 83(1997)-  37 12 13.85579(N)    092 39 27.66526(W)     ADJUSTED  
 HD1154* NAVD 88     -       493.0    (meters)    1617.     (feet)  VERTCON   
 HD1154  ___________________________________________________________________
 HD1154  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 HD1154  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HD1154
 HD1154  HORZ ORDER  -  FIRST
 HD1154
 HD1154.The horizontal coordinates were established by classical geodetic methods
 HD1154.and adjusted by the National Geodetic Survey in February 2000..
 HD1154
 HD1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1154
 HD1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1154
 HD1154.The geoid height was determined by GEOID03.
 HD1154
 HD1154;                    North         East     Units Scale Factor Converg.
 HD1154;SPC MO C     -   152,085.774   486,002.699   MT  0.99993575   -0 05 43.2
 HD1154;UTM  15      - 4,117,541.241   530,376.408   MT  0.99961137   +0 12 25.1
 HD1154
 HD1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1154!SPC MO C     -   0.99992715  x   0.99993575  =   0.99986291
 HD1154!UTM  15      -   0.99992715  x   0.99961137  =   0.99953855
 HD1154
 HD1154|---------------------------------------------------------------------|
 HD1154| PID    Reference Object                     Distance      Geod. Az  |
 HD1154|                                                           dddmmss.s |
 HD1154| CN6634 CLARK RM 1                           27.306 METERS 12133     |
 HD1154| HD1156 SEYMOUR RR MICROWAVE                APPROX. 7.8 KM 2895159.7 |
 HD1154| HD1155 CLARK AZ MK                         APPROX. 1.4 KM 3423606.6 |
 HD1154| CN6635 CLARK RM 2                           12.082 METERS 34237     |
 HD1154|---------------------------------------------------------------------|
 HD1154
 HD1154                          SUPERSEDED SURVEY CONTROL
 HD1154
 HD1154  NAD 83(1986)-  37 12 13.86576(N)    092 39 27.66463(W) AD(       ) 1
 HD1154  NAD 27      -  37 12 13.68195(N)    092 39 27.05494(W) AD(       ) 1
 HD1154  NGVD 29 (07/19/86)  492.9    (m)         1617.     (f) VERT ANG       
 HD1154
 HD1154.Superseded values are not recommended for survey control.
 HD1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1154.See file dsdata.txt to determine how the superseded data were derived.
 HD1154
 HD1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB3037617541(NAD 83)
 HD1154_MARKER: DS = TRIANGULATION STATION DISK
 HD1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1154_STAMPING: CLARK 1978
 HD1154_MARK LOGO: CGS   
 HD1154_PROJECTION: FLUSH
 HD1154_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD1154
 HD1154  HISTORY     - Date     Condition        Report By
 HD1154  HISTORY     - 1978     MONUMENTED       NGS
 HD1154  HISTORY     - 19910528 POOR             MODNR
 HD1154
 HD1154                          STATION DESCRIPTION
 HD1154
 HD1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1154'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF SEYMOUR, 8
 HD1154'MILES NORTHWEST OF MANSFIELD AND 8-1/2 MILES SOUTHWEST OF
 HD1154'HARTSVILLE IN THE SOUTHWEST 1/4 SECTION 14, R 16 W, T 29 N,
 HD1154'AND ON PROPERTY OWNED BY MR. CHARLEY CLARK OF BARTLETT,
 HD1154'NEBRASKA (TELEPHONE NO. 308-653-3421).  PERMISSION FOR THE
 HD1154'STATION WAS OBTAINED FROM MR. ROSS CLARK WHO LIVES ABOUT 3
 HD1154'MILES EAST OF THE STATION SITE.
 HD1154'
 HD1154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 HD1154'COUNTY ROUTE F, ABOUT 2 MILES WEST OF MANSFIELD, GO NORTHERLY
 HD1154'AND WESTERLY ON COUNTY ROUTE F FOR 7.65 MILES TO A SIDE ROAD
 HD1154'LEFT, COUNTY ROUTE V, WEST AND A GATE ON THE RIGHT.  (TO REACH
 HD1154'THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTHERLY ON COUNTY
 HD1154'ROUTE F FOR 0.5 MILE TO COUNTY ROUTE V, EAST ON THE RIGHT.
 HD1154'CONTINUE NORTHERLY
 HD1154'ON COUNTY ROUTE F FOR 0.2 MILE TO THE MARK ON THE
 HD1154'LEFT AS DESCRIBED.) TURN RIGHT PASSING THROUGH THE GATE AND
 HD1154'GO EASTERLY ON A GRAVEL TRACK ROAD FOR 0.4 MILE TO A HOUSE
 HD1154'AND SOME FARM BUILDINGS.  BEAR RIGHT AND PASS THROUGH A
 HD1154'WIRE GATE ABOUT 125 FEET SOUTHEAST OF THE HOUSE AND PROCEED
 HD1154'SOUTHERLY FOR 0.2 MILE TO THE TOP OF HILL AND THE
 HD1154'STATION AS DESCRIBED.
 HD1154'
 HD1154'THE STATION MARK, A STANDARD DISK STAMPED---CLARK 1978---, IS
 HD1154'BRAZED TO THE TOP OF A 2-INCH DIAMETER PIPE, 30 INCHES LONG,
 HD1154'THE BOTTOM OF WHICH IS EMBEDDED IN CONCRETE AND THE MARK IS
 HD1154'PROJECTING 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 108 FEET
 HD1154'EAST OF A 14-INCH OAK TREE, 83.9 FEET WEST OF A 15-INCH
 HD1154'TRIPLE-TRUNKED OAK TREE AND 78.6 FEET NORTH OF A 14-INCH OAK
 HD1154'TREE.  NO UNDERGROUND DISK.
 HD1154'
 HD1154'REFERENCE MARK 1, A STANDARD DISK STAMPED---CLARK NO 1 1978---,
 HD1154'IS BRAZED TO THE TOP OF A 2-INCH DIAMETER PIPE, 30 INCHES LONG,
 HD1154'THE BOTTOM OF WHICH IS EMBEDDED IN CONCRETE AND THE MARK IS
 HD1154'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 67.5 FEET
 HD1154'NORTHWEST OF A 10 INCH HICKORY TREE AND 66 FEET NORTH OF THE
 HD1154'14-INCH TRIPLE-TRUNKED OAK TREE.
 HD1154'
 HD1154'REFERENCE MARK 2, A STANDARD DISK STAMPED---CLARK NO 2 1978---,
 HD1154'IS BRAZED TO THE TOP OF A 2-INCH DIAMETER PIPE, 30 INCHES LONG,
 HD1154'THE BOTTOM OF WHICH IS EMBEDDED IN CONCRETE AND THE MARK IS
 HD1154'PROJECTING 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 72.8 FEET
 HD1154'SOUTH-SOUTHWEST OF A 14 INCH OAK TREE.
 HD1154'
 HD1154'AZIMUTH MARK, A STANDARD DISK STAMPED---CLARK 1978---.  THE
 HD1154'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HD1154'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.
 HD1154'IT IS 38.5 FEET WEST OF THE CENTER OF COUNTY ROUTE F, 9 FEET
 HD1154'NORTH-NORTHWEST OF A 10 INCH OAK TREE, 4.5 FEET SOUTH-SOUTHEAST
 HD1154'OF A METAL WITNESS POST AND 2.5 FEET EAST OF A FENCE LINE.
 HD1154'THERE IS AN UNDERGROUND DISK SET IN THE TOP OF AN IRREGULAR
 HD1154'MASS OF CONCRETE ABOUT 40 INCHES BELOW THE GROUND SURFACE.
 HD1154'
 HD1154'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.6 METERS.
 HD1154
 HD1154                          STATION RECOVERY (1991)
 HD1154
 HD1154'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 HD1154'THE STATION WAS RECOVERED IN POOR CONDITION.  THE AZIMUTH MARK WAS
 HD1154'RECOVERED AT THE SAME TIME.  THE AZIMUTH HAS SECOND ORDER POSITION AND
 HD1154'CAN BE USED IF NEED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1072 ***********************************************************************
 GE1072  DESIGNATION -  CLARK
 GE1072  PID         -  GE1072
 GE1072  STATE/COUNTY-  MO/RIPLEY
 GE1072  USGS QUAD   -  HOGAN HOLLOW (1980)
 GE1072
 GE1072                         *CURRENT SURVEY CONTROL
 GE1072  ___________________________________________________________________
 GE1072* NAD 83(1997)-  36 46 26.25851(N)    090 37 56.78188(W)     ADJUSTED  
 GE1072* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 GE1072  ___________________________________________________________________
 GE1072  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GE1072  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GE1072
 GE1072  HORZ ORDER  -  SECOND
 GE1072
 GE1072.The horizontal coordinates were established by classical geodetic methods
 GE1072.and adjusted by the National Geodetic Survey in February 2000..
 GE1072
 GE1072.The orthometric height was scaled from a topographic map.
 GE1072
 GE1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1072
 GE1072.The geoid height was determined by GEOID03.
 GE1072
 GE1072;                    North         East     Units Scale Factor Converg.
 GE1072;SPC MO E     -   104,377.605   238,177.328   MT  0.99993505   -0 04 45.4
 GE1072;UTM  15      - 4,072,411.906   711,295.342   MT  1.00015005   +1 25 04.4
 GE1072
 GE1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1072!SPC MO E     -   0.99997259  x   0.99993505  =   0.99990764
 GE1072!UTM  15      -   0.99997259  x   1.00015005  =   1.00012264
 GE1072
 GE1072                          SUPERSEDED SURVEY CONTROL
 GE1072
 GE1072  NAD 83(1997)-  36 46 26.26342(N)    090 37 56.78371(W) AD(       ) 2
 GE1072  NAD 83(1997)-  36 46 26.26502(N)    090 37 56.78391(W) AD(       ) 2
 GE1072  NAD 83(1986)-  36 46 26.26791(N)    090 37 56.78289(W) AD(       ) 2
 GE1072  NAD 27      -  36 46 26.06800(N)    090 37 56.35400(W) AD(       ) 2
 GE1072
 GE1072.Superseded values are not recommended for survey control.
 GE1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1072.See file dsdata.txt to determine how the superseded data were derived.
 GE1072
 GE1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1129572412(NAD 83)
 GE1072_MARKER: DS = TRIANGULATION STATION DISK
 GE1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1072+STABILITY: SURFACE MOTION
 GE1072
 GE1072  HISTORY     - Date     Condition        Report By
 GE1072  HISTORY     - 1930     MONUMENTED       CGS
 GE1072
 GE1072                          STATION DESCRIPTION
 GE1072
 GE1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GE1072'ABOUT 14 MILES, AIRLINE, AND 16 MILES BY ROAD WEST OF POPLAR
 GE1072'BLUFF, AND 4 MILES NORTHWEST OF WEST STORE AT STRING TOWN,
 GE1072'ON PROPERTY OWNED BY R.T. CLARK, OF LITTLE ROCK, ARK., AND
 GE1072'OCCUPIED BY ELINS SNEATHERN, ON HIGHEST GROUND IN VICINITY,
 GE1072'60 PACES SOUTH OF SNEATHERNS HOUSE, AND 30 PACES SOUTH OF YARD
 GE1072'FENCE.  SURFACE AND UNDERGROUND MARKS ARE PROBABLY STANDARD
 GE1072'STATION DISKS IN CONCRETE.  REFERENCE MARKS
 GE1072'ARE PROBABLY STANDARD REFERENCE DISKS IN CONCRETE.
 GE1072'NO. 1 IS 28.80 METERS (94.5 FEET) FROM STATION
 GE1072'N 64 DEG 30 MIN E.  NO. 2 IS 40.16 METERS (131.8
 GE1072'FEET) FROM STATION S 05 DEG 45 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0977 ***********************************************************************
 HC0977  DESIGNATION -  CLARK
 HC0977  PID         -  HC0977
 HC0977  STATE/COUNTY-  MO/MADISON
 HC0977  USGS QUAD   -  CHEROKEE PASS (1980)
 HC0977
 HC0977                         *CURRENT SURVEY CONTROL
 HC0977  ___________________________________________________________________
 HC0977* NAD 83(1997)-  37 29 38.96631(N)    090 18 25.43574(W)     ADJUSTED  
 HC0977* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 HC0977  ___________________________________________________________________
 HC0977  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 HC0977  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 HC0977
 HC0977  HORZ ORDER  -  THIRD
 HC0977
 HC0977.The horizontal coordinates were established by classical geodetic methods
 HC0977.and adjusted by the National Geodetic Survey in February 2000..
 HC0977
 HC0977.The orthometric height was scaled from a topographic map.
 HC0977
 HC0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0977
 HC0977.The geoid height was determined by GEOID03.
 HC0977
 HC0977;                    North         East     Units Scale Factor Converg.
 HC0977;SPC MO E     -   184,309.116   267,060.521   MT  0.99993692   +0 07 02.8
 HC0977;UTM  15      - 4,153,099.962   738,070.141   MT  1.00029819   +1 38 23.7
 HC0977
 HC0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0977!SPC MO E     -   0.99995715  x   0.99993692  =   0.99989407
 HC0977!UTM  15      -   0.99995715  x   1.00029819  =   1.00025533
 HC0977
 HC0977:                Primary Azimuth Mark                     Grid Az
 HC0977:SPC MO E     -  CLARK AZ MK                              165 42 01.7
 HC0977:UTM  15      -  CLARK AZ MK                              164 10 40.8
 HC0977
 HC0977|---------------------------------------------------------------------|
 HC0977| PID    Reference Object                     Distance      Geod. Az  |
 HC0977|                                                           dddmmss.s |
 HC0977| CI4116 CLARK AZ MK                                        1654904.5 |
 HC0977| CI4117 CLARK RM 1                           28.100 METERS 22658     |
 HC0977| HC0976 BUFORD MTN RADIO KAR 42 E MAST      APPROX. 3.6 KM 2591007.5 |
 HC0977| CI4118 CLARK RM 2                           21.055 METERS 33653     |
 HC0977|---------------------------------------------------------------------|
 HC0977
 HC0977                          SUPERSEDED SURVEY CONTROL
 HC0977
 HC0977  NAD 83(1997)-  37 29 38.97228(N)    090 18 25.43506(W) AD(       ) 3
 HC0977  NAD 83(1986)-  37 29 38.97842(N)    090 18 25.43428(W) AD(       ) 3
 HC0977  NAD 27      -  37 29 38.79060(N)    090 18 25.01540(W) AD(       ) 3
 HC0977
 HC0977.Superseded values are not recommended for survey control.
 HC0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0977.See file dsdata.txt to determine how the superseded data were derived.
 HC0977
 HC0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3807053100(NAD 83)
 HC0977_MARKER: DS = TRIANGULATION STATION DISK
 HC0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0977_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0977+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2002
 HC0977
 HC0977  HISTORY     - Date     Condition        Report By
 HC0977  HISTORY     - 1963     MONUMENTED       CGS
 HC0977  HISTORY     - 20020906 GOOD             USACE
 HC0977
 HC0977                          STATION DESCRIPTION
 HC0977
 HC0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0977'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF FREDERICKTOWN,
 HC0977'0.15 MILE NORTH OF THE JUNCTION OF COUNTY ROAD A, IN THE
 HC0977'NORTHEAST 1/4 OF SEC. 6, T 32 N, R 7 E, AND ON ROAD RIGHT-OF-WAY.
 HC0977'IT IS 57 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 67, 50 FEET
 HC0977'NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, 16 FEET NORTHWEST OF
 HC0977'A 10 INCH PINE TREE AND 4 FEET NORTH OF A WITNESS POST.  THE
 HC0977'DISK IS STAMPED CLARK 1963.
 HC0977'
 HC0977'TO REACH FROM THE POST OFFICE IN FREDERICKTOWN, GO EAST AND
 HC0977'SOUTH ON U.S. HIGHWAY 67 FOR 4.6 MILES TO A REVERSE Y AND
 HC0977'THE STATION ON THE RIGHT.
 HC0977'
 HC0977'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 HC0977'HIGHWAY 67 FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 HC0977'
 HC0977'REFERENCE MARK 1 IS 46 FEET WEST OF THE CENTERLINE OF THE
 HC0977'PAVED ROAD, 14 FEET SOUTH OF A 8 INCH ELM TREE AND 7 FEET
 HC0977'NORTH OF A 20 INCH OAK TREE.  THE MONUMENT PROJECTS 3 INCHES
 HC0977'AND THE DISK IS STAMPED CLARK NO 1 1963.
 HC0977'
 HC0977'REFERENCE MARK 2 IS 73 FEET WEST OF THE CENTERLINE OF HIGHWAY
 HC0977'67, 61 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD
 HC0977'AND 6 FEET SOUTHWEST OF A 10 INCH OAK TREE.  THE MONUMENT
 HC0977'PROJECTS 4 INCHES AND THE DISK IS STAMPED CLARK NO 2 1963.
 HC0977'
 HC0977'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED
 HC0977'IN A DRILL HOLE, SET IN THE SOUTH EDGE OF A SMALL CONCRETE
 HC0977'CULVERT AND THE DISK IS STAMPED CLARK 1963.  IT IS 82 FEET
 HC0977'SOUTH OF THE CENTERLINE OF A DRIVEWAY, 27 FEET WEST OF THE
 HC0977'CENTERLINE OF HIGHWAY 67 AND 2 FEET EAST OF A WITNESS POST.
 HC0977'
 HC0977'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC0977
 HC0977                          STATION RECOVERY (2002)
 HC0977
 HC0977'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1155 ***********************************************************************
 HD1155  DESIGNATION -  CLARK AZ MK
 HD1155  PID         -  HD1155
 HD1155  STATE/COUNTY-  MO/WRIGHT
 HD1155  USGS QUAD   -  MANSFIELD NW (1985)
 HD1155
 HD1155                         *CURRENT SURVEY CONTROL
 HD1155  ___________________________________________________________________
 HD1155* NAD 83(1997)-  37 12 55.77125(N)    092 39 44.08762(W)     ADJUSTED  
 HD1155* NAVD 88     -       436.6    (meters)    1432.     (feet)  VERTCON   
 HD1155  ___________________________________________________________________
 HD1155  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 HD1155  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HD1155
 HD1155  HORZ ORDER  -  SECOND
 HD1155
 HD1155.The horizontal coordinates were established by classical geodetic methods
 HD1155.and adjusted by the National Geodetic Survey in February 2000..
 HD1155.No horizontal observational check was made to the station.
 HD1155
 HD1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1155
 HD1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1155
 HD1155.The geoid height was determined by GEOID03.
 HD1155
 HD1155;                    North         East     Units Scale Factor Converg.
 HD1155;SPC MO C     -   153,378.551   485,599.975   MT  0.99993589   -0 05 53.3
 HD1155;UTM  15      - 4,118,831.457   529,966.999   MT  0.99961106   +0 12 15.4
 HD1155
 HD1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1155!SPC MO C     -   0.99993601  x   0.99993589  =   0.99987190
 HD1155!UTM  15      -   0.99993601  x   0.99961106  =   0.99954709
 HD1155
 HD1155                          SUPERSEDED SURVEY CONTROL
 HD1155
 HD1155  NAD 83(1986)-  37 12 55.78118(N)    092 39 44.08704(W) AD(       ) 2
 HD1155  NAD 27      -  37 12 55.59826(N)    092 39 43.47662(W) AD(       ) 2
 HD1155  NGVD 29 (07/19/86)  436.5    (m)         1432.     (f) VERT ANG       
 HD1155
 HD1155.Superseded values are not recommended for survey control.
 HD1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1155.See file dsdata.txt to determine how the superseded data were derived.
 HD1155
 HD1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2996718831(NAD 83)
 HD1155_MARKER: DZ = AZIMUTH MARK DISK
 HD1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD1155_STAMPING: CLARK 1978
 HD1155_MARK LOGO: CGS   
 HD1155_PROJECTION: FLUSH
 HD1155_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1155+STABILITY: SURFACE MOTION
 HD1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1155+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1991
 HD1155
 HD1155  HISTORY     - Date     Condition        Report By
 HD1155  HISTORY     - 1978     MONUMENTED       NGS
 HD1155  HISTORY     - 19910528 GOOD             MODNR
 HD1155
 HD1155                          STATION DESCRIPTION
 HD1155
 HD1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1155'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF SEYMOUR, 9
 HD1155'MILES NORTHWEST OF MANSFIELD, 8 MILES SOUTHWEST OF HARTSVILLE
 HD1155'IN THE SOUTHEAST 1/4 SECTION 10, R 16 W, T 29 N AND ON
 HD1155'STATE RIGHT-OF-WAY PROPERTY.
 HD1155'
 HD1155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 HD1155'COUNTY ROUTE R ABOUT 2 MILES WEST OF MANISFIELD, GO NORTHERLY
 HD1155'AND WESTERLY ON COUNTY ROUTE F FOR 8.15 MILES TO THE JUNCTION
 HD1155'OF COUNTY ROUTE V, EAST, ON THE RIGHT.  CONTINUE AHEAD
 HD1155'NORTHERLY ON COUNTY ROUTE F FOR 0.2 MILE TO THE MARK ON THE
 HD1155'LEFT AS DESCRIBED.  A TRAVERSE CONNECTION WAS MADE TO
 HD1155'TRIANGULATION STATION CLARK USING ELECTRONIC DISTANCE
 HD1155'EQUIPMENT.
 HD1155'
 HD1155'THE STATION MARKS, ARE STANDARD AZIMUTH MARK DISKS
 HD1155'STAMPED---CLARK 1978---.  THE SURFACE DISK IS SET IN THE TOP OF
 HD1155'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 HD1155'ABOVE THE GROUND SURFACE.  IT IS 38.5 FEET WEST OF THE CENTER
 HD1155'OF COUNTY ROUTE F, 9 FEET NORTH-NORTHWEST OF A 10-INCH OAK TREE
 HD1155'4.5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 2.5 FEET
 HD1155'EAST OF A FENCE LINE.  THE UNDERGROUND DISK IS SET IN THE TOP
 HD1155'OF AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW THE
 HD1155'GROUND SURFACE.
 HD1155'
 HD1155'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 0.63 METERS.
 HD1155
 HD1155                          STATION RECOVERY (1991)
 HD1155
 HD1155'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 HD1155'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3274 ***********************************************************************
 AI3274  DESIGNATION -  CLARK AZ MK RESET
 AI3274  PID         -  AI3274
 AI3274  STATE/COUNTY-  MO/BOONE
 AI3274  USGS QUAD   -  STURGEON (1969)
 AI3274
 AI3274                         *CURRENT SURVEY CONTROL
 AI3274  ___________________________________________________________________
 AI3274* NAD 83(1997)-  39 14 21.08933(N)    092 19 30.76552(W)     ADJUSTED  
 AI3274* NAVD 88     -       265.2    (meters)     870.     (feet)  VERTCON   
 AI3274  ___________________________________________________________________
 AI3274  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AI3274  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 AI3274
 AI3274  HORZ ORDER  -  THIRD
 AI3274
 AI3274.The horizontal coordinates were established by classical geodetic methods
 AI3274.and adjusted by the National Geodetic Survey in November 2001..
 AI3274
 AI3274.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3274
 AI3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3274
 AI3274.The geoid height was determined by GEOID03.
 AI3274
 AI3274;                    North         East     Units Scale Factor Converg.
 AI3274;SPC MO C     -   377,998.085   515,089.088   MT  0.99993614   +0 06 38.0
 AI3274;UTM  15      - 4,343,537.387   558,234.051   MT  0.99964175   +0 25 36.7
 AI3274
 AI3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3274!SPC MO C     -   0.99996350  x   0.99993614  =   0.99989964
 AI3274!UTM  15      -   0.99996350  x   0.99964175  =   0.99960526
 AI3274
 AI3274                          SUPERSEDED SURVEY CONTROL
 AI3274
 AI3274  NGVD 29 (11/23/01)  265.2    (m)          870.     (f) VERT ANG       
 AI3274
 AI3274.Superseded values are not recommended for survey control.
 AI3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3274.See file dsdata.txt to determine how the superseded data were derived.
 AI3274
 AI3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5823443537(NAD 83)
 AI3274_MARKER: DZ = AZIMUTH MARK DISK
 AI3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3274_STAMPING: CLARK 1949 RESET 1959
 AI3274_MARK LOGO: CGS   
 AI3274_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3274+STABILITY: SURFACE MOTION
 AI3274
 AI3274  HISTORY     - Date     Condition        Report By
 AI3274  HISTORY     - 1959     MONUMENTED       CGS
 AI3274  HISTORY     - 19850615 GOOD             NGS
 AI3274
 AI3274                          STATION DESCRIPTION
 AI3274
 AI3274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AI3274'THE STATION, WHICH WAS SET IN 1959 AND POSITIONED BY ELECTRONIC
 AI3274'TRAVERSE FROM STATION CLARK 1949, IN 1985, IS LOCATED ABOUT 4.8 KM
 AI3274'(3.00 MI) S OF CLARK, 4 KM (2.50 MI) W OF STURGEON, 0.8 KM (0.50 MI) S
 AI3274'OF THE JUNCTION OF US HWY 63 AND STATE HIGHWAY 22, AT THE JUNCTION OF
 AI3274'US HWY 63 AND STATE ROAD F AND ON ROAD RIGHT-OF-WAY.  TO REACH THE
 AI3274'STATION FROM THE JUNCTION OF US HWY 63 AND STATE HWY 22, GO S ON
 AI3274'HIGHWAY 63 FOR 0.8 KM (0.50 MI) TO STATE ROAD F ON THE RIGHT.  TURN
 AI3274'RIGHT AND GO W ON ROAD F FOR 0.08 KM (0.05 MI) TO THE MARK ON THE
 AI3274'LEFT.  STATION IS A STANDARD CGS AZ MK DISK, STAMPED CLARK 1949 RESET
 AI3274'1959, SET INTO THE TOP OF A 30 CM OR 12 INCH SQUARE CONCRETE MONUMENT
 AI3274'WHICH PROJECTS 15 CM OR 6 INCHES ABOVE THE GROUND.  IT IS 14.63 M
 AI3274'(48.00 FT) W FROM A RIGHT-OF-WAY MARKER POST, 11.6 M (38.1 FT) S FROM
 AI3274'THE CENTERLINE OF ROAD F, 2.90 M (9.51 FT) SE FROM A PIPE LINE WARNING
 AI3274'POST AND 0.46 M (1.51 FT) E FROM A NEW WITNESS POST.  DESCRIBED BY J A
 AI3274'ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF1012 ***********************************************************************
 GF1012  DESIGNATION -  CLARKPORT
 GF1012  PID         -  GF1012
 GF1012  STATE/COUNTY-  MO/TANEY
 GF1012  USGS QUAD   -  BRANSON (1989)
 GF1012
 GF1012                         *CURRENT SURVEY CONTROL
 GF1012  ___________________________________________________________________
 GF1012* NAD 83(1997)-  36 37 35.74082(N)    093 13 51.54281(W)     ADJUSTED  
 GF1012* NAVD 88     -       285.0    (meters)     935.     (feet)  VERTCON   
 GF1012  ___________________________________________________________________
 GF1012  X           -    -288,853.954 (meters)                     COMP
 GF1012  Y           -  -5,116,882.399 (meters)                     COMP
 GF1012  Z           -   3,784,370.894 (meters)                     COMP
 GF1012  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 GF1012  ELLIP HEIGHT-         256.27  (meters)          (02/17/00) GPS OBS
 GF1012  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GF1012
 GF1012  HORZ ORDER  -  THIRD
 GF1012  ELLP ORDER  -  FOURTH    CLASS I
 GF1012
 GF1012.This mark is at M Graham Clark Airport (PLK)
 GF1012
 GF1012.The horizontal coordinates were established by GPS observations
 GF1012.and adjusted by the National Geodetic Survey in February 2000..
 GF1012
 GF1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF1012
 GF1012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1012
 GF1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF1012
 GF1012.The ellipsoidal height was determined by GPS observations
 GF1012.and is referenced to NAD 83.
 GF1012
 GF1012.The geoid height was determined by GEOID03.
 GF1012
 GF1012;                    North         East     Units Scale Factor Converg.
 GF1012;SPC MO C     -    88,265.830   434,620.939   MT  0.99998598   -0 26 10.0
 GF1012;UTM  15      - 4,053,475.443   479,347.864   MT  0.99960525   -0 08 16.1
 GF1012
 GF1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF1012!SPC MO C     -   0.99995978  x   0.99998598  =   0.99994576
 GF1012!UTM  15      -   0.99995978  x   0.99960525  =   0.99956505
 GF1012
 GF1012:                Primary Azimuth Mark                     Grid Az
 GF1012:SPC MO C     -  CLARKPORT AZ MK                          119 11 15.5
 GF1012:UTM  15      -  CLARKPORT AZ MK                          118 53 21.6
 GF1012
 GF1012|---------------------------------------------------------------------|
 GF1012| PID    Reference Object                     Distance      Geod. Az  |
 GF1012|                                                           dddmmss.s |
 GF1012| GF1013 CLARKPORT AZ MK                     APPROX. 0.7 KM 1184505.5 |
 GF1012|---------------------------------------------------------------------|
 GF1012
 GF1012                          SUPERSEDED SURVEY CONTROL
 GF1012
 GF1012  NAD 83(1997)-  36 37 35.74084(N)    093 13 51.54281(W) AD(       ) 3
 GF1012  NAD 83(1997)-  36 37 35.74087(N)    093 13 51.54280(W) AD(       ) 3
 GF1012  NAD 83(1986)-  36 37 35.75806(N)    093 13 51.54797(W) AD(       ) 3
 GF1012  NGVD 29 (07/16/90)  284.9    (m)          935.     (f) GPS OBS        
 GF1012
 GF1012.Superseded values are not recommended for survey control.
 GF1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1012.See file dsdata.txt to determine how the superseded data were derived.
 GF1012
 GF1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7934853475(NAD 83)
 GF1012_MARKER: I = METAL ROD
 GF1012_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GF1012_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GF1012_STAMPING: CLARKPORT 1989
 GF1012_MARK LOGO: NGS   
 GF1012_PROJECTION: FLUSH
 GF1012_MAGNETIC: I = MARKER IS A STEEL ROD
 GF1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF1012+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1990
 GF1012_ROD/PIPE-DEPTH: 2.8  meters
 GF1012_SLEEVE-DEPTH  : 0.93 meters
 GF1012
 GF1012  HISTORY     - Date     Condition        Report By
 GF1012  HISTORY     - 1989     MONUMENTED       NGS
 GF1012  HISTORY     - 19900116 GOOD
 GF1012
 GF1012                          STATION DESCRIPTION
 GF1012
 GF1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF1012'STATION IS LOCATED ABOUT 56 KM (34.80 MI) SOUTH OF SPRINGFIELD, AT THE
 GF1012'M. GRAHAM CLARK AIRPORT AT POINT LOOKOUT, MO NEAR THE SOUTHEAST CORNER
 GF1012'OF THE SCHOOL OF THE OZARKS COLLEGE.  OWNERSHIP-THE SCHOOL OF THE
 GF1012'OZARKS POINT LOOKOUT, MO 65726.  AIRPORT MANAGER IS JOE BRINELL,
 GF1012'417-334-9531, 334-6411 EXT. 3381.  ON SITE CONTACT IS JOE SOUTHERLAND,
 GF1012'PHONE IS 417-334-6411 EXT. 3382.
 GF1012'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 65, U.S.HIGHWAY
 GF1012'65 BUSINESS AND RD V LOCATED NEAR THE WEST SIDE OF HOLLUISTER, GO WEST
 GF1012'ALONG ROAD V FOR 1.1 KM (0.70 MI) TO ENTRANCE ROAD TO THE SCHOOL OF
 GF1012'THE OZARKS ON THE RIGHT, THEN GO RIGHT, NORTHERLY AND EASTERLY ALONG
 GF1012'MAIN TRAVELED ASPHALT ROAD THRU CAMPUS FOR 1.04 KM (0.65 MI) TO THE
 GF1012'SOUTHEAST EDGE OF CAMPUS, THEN CONTINUE EASTERLY ALONG ASPHALT ROAD
 GF1012'FOR 0.96 KM (0.60 MI) TO THE AIRPORT PARKING LOT, THEN GO
 GF1012'SOUTHEASTERLY ALONG A GRAVEL ROAD PASSING TO THE SOUTHEAST SIDE OF
 GF1012'HANGARS FOR ABOUT 0.08 KM (0.05 MI) , THEN NORTHEAST TO THE TAXIWAY
 GF1012'APPROACH AND THE STATION.
 GF1012'STATION IS 8.8 M (28.9 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 GF1012'TAXIWAY, 37.55 M (123.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 GF1012'TAXIWAY APPROACH CROSSOVER, 21.85 M (71.7 FT) SOUTH-SOUTHWEST OF THE
 GF1012'APPROXIMATE CENTERLINE OF THE RUNWAY, 7.5 M (24.6 FT) SOUTHWEST OF A
 GF1012'RUNWAY LIGHT.
 GF1012'DESCRIBED BY VCP.  NOTE-MAIN GATE TO CAMPUS IS LOCKED AFTER 1AM.
 GF1012'SECURITY MUST BE NOTIFIED AT 417-334-6411 (MAIN SWITCHBOARD) FOR
 GF1012'ACCESS AND EXIT.
 GF1012'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 GF1012
 GF1012                          STATION RECOVERY (1990)
 GF1012
 GF1012'RECOVERED 1990
 GF1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF1013 ***********************************************************************
 GF1013  DESIGNATION -  CLARKPORT AZ MK
 GF1013  PID         -  GF1013
 GF1013  STATE/COUNTY-  MO/TANEY
 GF1013  USGS QUAD   -  HOLLISTER (1989)
 GF1013
 GF1013                         *CURRENT SURVEY CONTROL
 GF1013  ___________________________________________________________________
 GF1013* NAD 83(1997)-  36 37 25.12256(N)    093 13 27.53443(W)     ADJUSTED  
 GF1013* NAVD 88     -       283.     (meters)     928.     (feet)  VERTCON   
 GF1013  ___________________________________________________________________
 GF1013  X           -    -288,269.282 (meters)                     COMP
 GF1013  Y           -  -5,117,109.723 (meters)                     COMP
 GF1013  Z           -   3,784,107.287 (meters)                     COMP
 GF1013  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GF1013  ELLIP HEIGHT-         254.74  (meters)          (02/17/00) GPS OBS
 GF1013  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GF1013
 GF1013  HORZ ORDER  -  THIRD
 GF1013  ELLP ORDER  -  FOURTH    CLASS I
 GF1013
 GF1013.This mark is at M Graham Clark Airport (PLK)
 GF1013
 GF1013.The horizontal coordinates were established by GPS observations
 GF1013.and adjusted by the National Geodetic Survey in February 2000..
 GF1013.No horizontal observational check was made to the station.
 GF1013
 GF1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF1013
 GF1013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1013
 GF1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF1013
 GF1013.The ellipsoidal height was determined by GPS observations
 GF1013.and is referenced to NAD 83.
 GF1013
 GF1013.The geoid height was determined by GEOID03.
 GF1013
 GF1013;                    North         East     Units Scale Factor Converg.
 GF1013;SPC MO C     -    87,934.015   435,214.953   MT  0.99998502   -0 25 55.6
 GF1013;UTM  15      - 4,053,146.851   479,943.372   MT  0.99960496   -0 08 01.7
 GF1013
 GF1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF1013!SPC MO C     -   0.99996002  x   0.99998502  =   0.99994504
 GF1013!UTM  15      -   0.99996002  x   0.99960496  =   0.99956500
 GF1013
 GF1013:                Primary Azimuth Mark                     Grid Az
 GF1013:SPC MO C     -  CLARKPORT                                299 11 15.5
 GF1013:UTM  15      -  CLARKPORT                                298 53 21.6
 GF1013
 GF1013|---------------------------------------------------------------------|
 GF1013| PID    Reference Object                     Distance      Geod. Az  |
 GF1013|                                                           dddmmss.s |
 GF1013| GF1012 CLARKPORT                           APPROX. 0.7 KM 2984519.9 |
 GF1013|---------------------------------------------------------------------|
 GF1013
 GF1013                          SUPERSEDED SURVEY CONTROL
 GF1013
 GF1013  NAD 83(1997)-  36 37 25.12258(N)    093 13 27.53443(W) AD(       ) 3
 GF1013  NAD 83(1997)-  36 37 25.12261(N)    093 13 27.53442(W) AD(       ) 3
 GF1013  NAD 83(1986)-  36 37 25.13980(N)    093 13 27.53959(W) AD(       ) 3
 GF1013  NGVD 29 (07/16/90)  283.     (m)          928.     (f) GPS OBS        
 GF1013
 GF1013.Superseded values are not recommended for survey control.
 GF1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1013.See file dsdata.txt to determine how the superseded data were derived.
 GF1013
 GF1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7994353147(NAD 83)
 GF1013_MARKER: I = METAL ROD
 GF1013_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GF1013_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GF1013_STAMPING: CLARKPORT AZ MK 1989
 GF1013_MARK LOGO: NGS   
 GF1013_PROJECTION: FLUSH
 GF1013_MAGNETIC: I = MARKER IS A STEEL ROD
 GF1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF1013+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1990
 GF1013_ROD/PIPE-DEPTH: 3.6  meters
 GF1013_SLEEVE-DEPTH  : 0.93 meters
 GF1013
 GF1013  HISTORY     - Date     Condition        Report By
 GF1013  HISTORY     - 1989     MONUMENTED       NGS
 GF1013  HISTORY     - 19900116 GOOD
 GF1013
 GF1013                          STATION DESCRIPTION
 GF1013
 GF1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF1013'STATION IS LOCATED ABOUT 56 KM (34.80 MI) SOUTH OF SPRINGFIELD, AT THE
 GF1013'M. GRAHAM CLARK AIRPORT AT POINT LOOKOUT, MO NEAR THE SOUTHEAST CORNER
 GF1013'OF THE SCHOOL OF THE OZARKS COLLEGE.  OWNERSHIP-THE SCHOOL OF THE
 GF1013'OZARKS POINT LOOKOUT, MO 65726.  AIRPORT MANAGER IS JOE BRINELL,
 GF1013'417-334-9531, 334-6411 EXT. 3381.  ON SITE CONTACT IS JOE SOUTHERLAND,
 GF1013'PHONE IS 417-334-6411 EXT. 3382.
 GF1013'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 65, U.S.HIGHWAY
 GF1013'65 BUSINESS AND RD V LOCATED NEAR THE WEST SIDE OF HOLLUISTER, GO WEST
 GF1013'ALONG ROAD V FOR 1.1 KM (0.70 MI) TO ENTRANCE ROAD TO THE SCHOOL OF
 GF1013'THE OZARKS ON THE RIGHT, THEN GO RIGHT, NORTHERLY AND EASTERLY ALONG
 GF1013'MAIN TRAVELED ASPHALT ROAD THRU CAMPUS FOR 1.04 KM (0.65 MI) TO THE
 GF1013'SOUTHEAST EDGE OF CAMPUS, THEN CONTINUE EASTERLY ALONG ASPHALT ROAD
 GF1013'FOR 0.96 KM (0.60 MI) TO THE AIRPORT PARKING LOT, THEN GO
 GF1013'SOUTHEASTERLY ALONG A GRAVEL ROAD PASSING TO THE SOUTHEAST SIDE OF
 GF1013'HANGARS FOR ABOUT 0.08 KM (0.05 MI) , THEN NORTHEAST TO THE TAXIWAY
 GF1013'APPROACH, THEN GO RIGHT, SOUTHEAST ALONG TAXIWAY FOR 0.64 KM
 GF1013'(0.40 MI) TO THE SOUTHEAST END OF RUNWAY 11-29 AND THE AZ MK AT THE
 GF1013'1ST TAXIWAY LIGHT NORTHWEST OF THE RUNWAY END.
 GF1013'STATION IS 23.3 M (76.4 FT) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER
 GF1013'OF THE RUNWAY, 7.45 M (24.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 GF1013'THE TAXIWAY, 3.65 M (12.0 FT) EAST OF A PURPLE TAXIWAY LIGHT, 34.9 M
 GF1013'(114.5 FT) WEST-NORTHWEST OF WEST CORNER OF A CATCH BASIN.
 GF1013'DESCRIBED BY VCP. MAIN CAMPUS GATE IS LOCKED AFTER 1AM. SECURITY AT
 GF1013'417-334-6411 (MAIN SWITCH BOARD) SHOULD BE NOTIFIED OF WORK.
 GF1013'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 GF1013
 GF1013                          STATION RECOVERY (1990)
 GF1013
 GF1013'RECOVERED 1990
 GF1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0609 ***********************************************************************
 KC0609  DESIGNATION -  CLARKSVILLE
 KC0609  PID         -  KC0609
 KC0609  STATE/COUNTY-  MO/PIKE
 KC0609  USGS QUAD   -  CLARKSVILLE (1993)
 KC0609
 KC0609                         *CURRENT SURVEY CONTROL
 KC0609  ___________________________________________________________________
 KC0609* NAD 83(1997)-  39 22 24.32412(N)    090 54 36.30972(W)     ADJUSTED  
 KC0609* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 KC0609  ___________________________________________________________________
 KC0609  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KC0609  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KC0609
 KC0609  HORZ ORDER  -  SECOND
 KC0609
 KC0609.The horizontal coordinates were established by classical geodetic methods
 KC0609.and adjusted by the National Geodetic Survey in February 2000..
 KC0609
 KC0609.The orthometric height was scaled from a topographic map.
 KC0609
 KC0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0609
 KC0609.The geoid height was determined by GEOID03.
 KC0609
 KC0609;                    North         East     Units Scale Factor Converg.
 KC0609;SPC MO E     -   392,965.354   214,665.502   MT  0.99994870   -0 15 36.5
 KC0609;SPC IL W     -   300,687.585   635,943.545   MT  0.99999168   -0 28 17.8
 KC0609;SPC IL W     -   986,505.85  2,086,424.78   sFT  0.99999168   -0 28 17.8
 KC0609;UTM  15      - 4,360,300.408   680,022.105   MT  0.99999903   +1 19 34.1
 KC0609
 KC0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0609!SPC MO E     -   0.99997542  x   0.99994870  =   0.99992412
 KC0609!SPC IL W     -   0.99997542  x   0.99999168  =   0.99996710
 KC0609!UTM  15      -   0.99997542  x   0.99999903  =   0.99997445
 KC0609
 KC0609                          SUPERSEDED SURVEY CONTROL
 KC0609
 KC0609  NAD 83(1997)-  39 22 24.32385(N)    090 54 36.30991(W) AD(       ) 2
 KC0609  NAD 83(1986)-  39 22 24.32766(N)    090 54 36.30680(W) AD(       ) 2
 KC0609  NAD 27      -  39 22 24.16000(N)    090 54 35.84000(W) AD(       ) 2
 KC0609
 KC0609.Superseded values are not recommended for survey control.
 KC0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0609.See file dsdata.txt to determine how the superseded data were derived.
 KC0609
 KC0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD8002260300(NAD 83)
 KC0609_MARKER: V = STONE MONUMENT
 KC0609_SETTING: 0 = UNSPECIFIED SETTING
 KC0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0609
 KC0609  HISTORY     - Date     Condition        Report By
 KC0609  HISTORY     - 1931     MONUMENTED       MRC
 KC0609  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 KC0609
 KC0609                          STATION DESCRIPTION
 KC0609
 KC0609'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 KC0609'ON HIGHEST POINT OF EAST END OF HIGH BLUFF OVERLOOKING MISSISSIPPI
 KC0609'RIVER, ABOUT 9 MILES SOUTHEAST OF LOUISIANA, ONE-HALF MILE
 KC0609'NORTH-NORTHWEST OF CLARKESVILLE, ON LAND OWNED BY H.C. LA RUE,
 KC0609'ABOUT 300 METERS (984 FEET) BELOW POINT OPPOSITE STONE DIKE
 KC0609'EXTENDING OUT FROM ILLINOIS SHORE, ABOUT 275 METERS (902 FEET)
 KC0609'FROM RIVER BANK, 12.8 METERS (42 FEET) SOUTHEAST OF 16-INCH
 KC0609'BLAZED LOCUST, 10.4 METERS (34 FEET) NORTH OF 30-INCH BLAZED
 KC0609'WHITE OAK, AND ABOUT 10 METERS (33 FEET) NORTHWEST OF 20-INCH
 KC0609'TRIANGLE-BLAZED CHESTNUT.  TO REACH FROM CLARKSVILLE, FOLLOW
 KC0609'MAIN STREET 3 BLOCKS FROM RIVER FRONT, TURN NORTH 2 BLOCKS AND
 KC0609'WEST ONE-THIRD MILE TO BOARD GATE ON NORTH AT FOOT OF HILL.
 KC0609'ENTER GATE AND FOLLOW OLD ROAD 150 METERS (492 FEET) TO HOUSE
 KC0609'OCCUPIED BY MR. DAVIS, CONTINUE ABOUT 150 METERS (492 FEET)
 KC0609'ON OLD ROAD TO ORCHARD, TURN RIGHT AND FOLLOW DIM WAGON ROAD
 KC0609'AND TRAIL TO TOP OF RIDGE, AND FOLLOW EAST ALONG RIDGE ABOUT
 KC0609'ONE-FOURTH MILE TO STATION SITE.  MARKED BY STONE POST WITH
 KC0609'TOP BROKEN OFF, ABOUT 8 INCHES BELOW SURFACE OF GROUND.
 KC0609'BRICK SILO ON ILLINOIS SIDE OF RIVER IS ABOUT 2 MILES FROM
 KC0609'STATION N 17 DEG 47 MIN E.
 KC0609
 KC0609                          STATION RECOVERY (1975)
 KC0609
 KC0609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 KC0609'NOT FOUND.  DESCRIBED AREA BULLDOZED FOR HOUSE SITE.  MONUMENT
 KC0609'THOUGHT TO BE DESTROYED.
 KC0609'
 KC0609'DISTANCE AND DIRECTION FROM NEAREST TOWN--NW CLARKSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1768 ***********************************************************************
 GD1768  DESIGNATION -  CLARKTON MUNICIPAL TANK
 GD1768  PID         -  GD1768
 GD1768  STATE/COUNTY-  MO/DUNKLIN
 GD1768  USGS QUAD   -  GIDEON (1978)
 GD1768
 GD1768                         *CURRENT SURVEY CONTROL
 GD1768  ___________________________________________________________________
 GD1768* NAD 83(1997)-  36 27 08.10024(N)    089 58 07.62082(W)     ADJUSTED  
 GD1768* NAVD 88     -                                                        
 GD1768  ___________________________________________________________________
 GD1768  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 GD1768  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GD1768
 GD1768  HORZ ORDER  -  THIRD
 GD1768
 GD1768.The horizontal coordinates were established by classical geodetic methods
 GD1768.and adjusted by the National Geodetic Survey in February 2000..
 GD1768
 GD1768
 GD1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1768
 GD1768.The geoid height was determined by GEOID03.
 GD1768
 GD1768;                    North         East     Units Scale Factor Converg.
 GD1768;SPC MO E     -    68,802.605   297,618.498   MT  0.99996126   +0 18 56.3
 GD1768;UTM  16      - 4,038,209.217   233,931.352   MT  1.00047230   -1 45 53.8
 GD1768;UTM  15      - 4,038,383.496   771,665.544   MT  1.00050939   +1 48 07.6
 GD1768
 GD1768                          SUPERSEDED SURVEY CONTROL
 GD1768
 GD1768  NAD 83(1997)-  36 27 08.10372(N)    089 58 07.61843(W) AD(       ) 4
 GD1768  NAD 83(1997)-  36 27 08.11056(N)    089 58 07.61861(W) AD(       ) 4
 GD1768  NAD 83(1986)-  36 27 08.11016(N)    089 58 07.61917(W) AD(       ) 4
 GD1768  NAD 27      -  36 27 07.89000(N)    089 58 07.29200(W) AD(       ) 3
 GD1768
 GD1768.Superseded values are not recommended for survey control.
 GD1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1768.See file dsdata.txt to determine how the superseded data were derived.
 GD1768
 GD1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3393138209(NAD 83)
 GD1768_MARKER: 53 = ELEVATED TANK
 GD1768
 GD1768  HISTORY     - Date     Condition        Report By
 GD1768  HISTORY     - 1954     FIRST OBSERVED   CGS
 GD1768  HISTORY     - 1969     GOOD             CGS
 GD1768
 GD1768                          STATION DESCRIPTION
 GD1768
 GD1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1768'THE STATION IS LOCATED AT THE WEST EDGE OF CLARKTON, ABOUT 0.1 MILE
 GD1768'WEST OF STATE HIGHWAY 25.  IT IS A 4-LEGGED STEEL STRUCTURE, PAINTED
 GD1768'ALUMINUM, AND HAS AN APPROXIMATE OVERALL HEIGHT OF 100 FEET.
 GD1768'
 GD1768'A BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 GD1768
 GD1768                          STATION RECOVERY (1969)
 GD1768
 GD1768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1768'THIS TANK WAS RECOVERED AND OCCUPIES THE EXACT ORIGINAL POSITION
 GD1768'AS WHEN POSITIONED IN 1954.  HOWEVER, THE COLOR OF THE TANK HAS
 GD1768'BEEN CHANGED AND A NEW AND MORE RECENT DESCRIPTION FOLLOWS.
 GD1768'
 GD1768'THE STATION IS LOCATED NEAR THE WEST EDGE OF CLARKTON, ABOUT 0.1 OF
 GD1768'A MILE WEST OF STATE ROUTE 25 AND IN THE SOUTHWEST ANGLE OF THE
 GD1768'STREET INTERSECTION OF REAVES STREET AND WASHINGTON STREET.  IT IS
 GD1768'80 FEET WEST OF THE APPROXIMATE CENTER OF REAVES STREET AND 38
 GD1768'FEET SOUTH OF THE APPROXIMATE CENTER OF WASHINGTON STREET.  IT IS
 GD1768'A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 GD1768'WHICH IS PAINTED DARK GREEN, HAS A CONICAL ROOF WITH A BALL
 GD1768'FINIAL AT THE APEX AND AN OVERALL HEIGHT OF 100 FEET.  THE
 GD1768'POINT OBSERVED UPON WAS THE BALL FINIAL AT THE APEX OF THE
 GD1768'ROOF.
 GD1768'
 GD1768'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLARKTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0886 ***********************************************************************
 GF0886  DESIGNATION -  CLAY
 GF0886  PID         -  GF0886
 GF0886  STATE/COUNTY-  MO/BARRY
 GF0886  USGS QUAD   -  AURORA (1974)
 GF0886
 GF0886                         *CURRENT SURVEY CONTROL
 GF0886  ___________________________________________________________________
 GF0886* NAD 83(1997)-  36 53 56.77290(N)    093 43 12.48229(W)     ADJUSTED  
 GF0886* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 GF0886  ___________________________________________________________________
 GF0886  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 GF0886  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GF0886
 GF0886  HORZ ORDER  -  FIRST
 GF0886
 GF0886.The horizontal coordinates were established by classical geodetic methods
 GF0886.and adjusted by the National Geodetic Survey in February 2000..
 GF0886
 GF0886.The orthometric height was scaled from a topographic map.
 GF0886
 GF0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0886
 GF0886.The geoid height was determined by GEOID03.
 GF0886
 GF0886;                    North         East     Units Scale Factor Converg.
 GF0886;SPC MO W     -    81,556.967   919,505.309   MT  1.00000067   +0 28 05.7
 GF0886;SPC MO C     -   118,951.437   391,255.437   MT  1.00007896   -0 43 57.5
 GF0886;UTM  15      - 4,083,921.791   435,840.273   MT  0.99965071   -0 25 56.6
 GF0886
 GF0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0886!SPC MO W     -   0.99993044  x   1.00000067  =   0.99993111
 GF0886!SPC MO C     -   0.99993044  x   1.00007896  =   1.00000939
 GF0886!UTM  15      -   0.99993044  x   0.99965071  =   0.99958117
 GF0886
 GF0886|---------------------------------------------------------------------|
 GF0886| PID    Reference Object                     Distance      Geod. Az  |
 GF0886|                                                           dddmmss.s |
 GF0886| CI1466 CLAY RM 1                            23.976 METERS 20744     |
 GF0886| CI1465 CLAY AZ MK                                         2425303.3 |
 GF0886| CI1467 CLAY RM 2                            23.988 METERS 28123     |
 GF0886| GF0890 AURORA MFA MILLING CO ELEVATOR      APPROX. 8.6 KM 3555315.4 |
 GF0886| GF0885 AURORA MFA MILLING CO TANK          APPROX. 8.5 KM 3570616.5 |
 GF0886| GF0889 AURORA EMPIRE DISTRICT ELEC TK      APPROX. 8.0 KM 3594202.1 |
 GF0886|---------------------------------------------------------------------|
 GF0886
 GF0886                          SUPERSEDED SURVEY CONTROL
 GF0886
 GF0886  NAD 83(1997)-  36 53 56.77363(N)    093 43 12.48194(W) AD(       ) 1
 GF0886  NAD 83(1997)-  36 53 56.77471(N)    093 43 12.48276(W) AD(       ) 1
 GF0886  NAD 83(1997)-  36 53 56.78303(N)    093 43 12.48331(W) AD(       ) 1
 GF0886  NAD 83(1986)-  36 53 56.78498(N)    093 43 12.48215(W) AD(       ) 1
 GF0886  NAD 27      -  36 53 56.56970(N)    093 43 11.76620(W) AD(       ) 1
 GF0886
 GF0886.Superseded values are not recommended for survey control.
 GF0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0886.See file dsdata.txt to determine how the superseded data were derived.
 GF0886
 GF0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3584083922(NAD 83)
 GF0886_MARKER: DS = TRIANGULATION STATION DISK
 GF0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0886+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 GF0886
 GF0886  HISTORY     - Date     Condition        Report By
 GF0886  HISTORY     - 1959     MONUMENTED       CGS
 GF0886  HISTORY     - 1961     GOOD             CGS
 GF0886  HISTORY     - 20021004 GOOD             GEOCAC
 GF0886
 GF0886                          STATION DESCRIPTION
 GF0886
 GF0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0886'THE STATION IS ABOUT 5 MILES SOUTH OF AURORA, ON THE PROPERTY
 GF0886'OF THE CLAY HILL CUMBERLAND PRESBYTERIAN CHURCH, ON THE
 GF0886'NORTH SIDE OF THE CHURCH HOUSE.  IT IS ON THE EAST SIDE OF THE
 GF0886'SOUTHEAST 1/4 OF SEC. 1., T. 25 N., R. 26 N., 100 FEET WEST
 GF0886'OF THE CENTERLINE OF STATE HIGHWAY 39, 171 FEET NORTH OF THE
 GF0886'NORTHEAST CORNER OF THE CHURCH HOUSE, 73 FEET SOUTHWEST OF A
 GF0886'FENCE CORNER, 36 FEET WEST OF A 14 INCH OAK TREE AND 16 FEET
 GF0886'SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GF0886'STAMPED CLAY 1959.
 GF0886'
 GF0886'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39
 GF0886'AND U.S. HIGHWAY 60, LOCATED IN THE SOUTHEAST SECTION OF AURORA,
 GF0886'GO SOUTH ON STATE HIGHWAY 39 FOR 3.3 MILES TO A PAVED CROSSROAD.
 GF0886'CONTINUE SOUTH ON HIGHWAY 39 FOR 1.85 MILES TO THE STATION AND
 GF0886'THE CHURCH ON THE RIGHT, WEST SIDE OF ROAD.
 GF0886'
 GF0886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 GF0886'HIGHWAY 39 FOR 0.3 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST
 GF0886'ON A PAVED ROAD, COUNTY ROAD Z, FOR 0.5 MILE TO THE AZIMUTH MARK
 GF0886'ON THE LEFT.
 GF0886'
 GF0886'REFERENCE MARK 1 IS 127 FEET WEST OF THE CENTERLINE OF STATE
 GF0886'HIGHWAY 39, 5 FEET NORTHWEST OF A 10 INCH HICKORY TREE, 88 FEET
 GF0886'SOUTH OF A WIRE FENCE AND 96 FEET NORTH OF THE NORTHEAST CORNER
 GF0886'OF THE CHURCH.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLAY
 GF0886'NO 1 1959.
 GF0886'
 GF0886'REFERENCE MARK 2 IS 58 FEET WEST OF AN 8 INCH OAK TREE, 2 FEET
 GF0886'WEST OF A WITNESS POST AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE
 GF0886'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CLAY NO
 GF0886'2 1959.
 GF0886'
 GF0886'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTERLINE OF COUNTY
 GF0886'ROAD Z, 2 FEET NORTHEAST OF A WITNESS POST AND 1 FOOT NORTH OF
 GF0886'A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GF0886'STAMPED CLAY 1959.
 GF0886'
 GF0886'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GF0886
 GF0886                          STATION RECOVERY (1961)
 GF0886
 GF0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0886'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 GF0886'WERE FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 GF0886'TO REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK CHECKED.  PP 2
 GF0886'WAS FOUND TO BE THE NORTHWEST CORNER OF THE CHURCH INSTEAD
 GF0886'OF THE NORTHEAST AND THE DISTANCE WAS FOUND TO BE 168 FEET
 GF0886'INSTEAD OF 171 FEET.  ONE NEW REFERENCE POINT WAS ADDED AT
 GF0886'THE AZIMUTH MARK.  IT IS 96 FEET EAST OF A FIELD ENTRANCE.
 GF0886'ALL OTHER REFERENCE POINTS CHECKED.  THE PREVIOUS DESCRIPTION
 GF0886'AND TO REACH ARE ADEQUATE.
 GF0886'
 GF0886'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GF0886
 GF0886                          STATION RECOVERY (2002)
 GF0886
 GF0886'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0886'STATION,AZIMUTH,REF.1 AND REF.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2491 ***********************************************************************
 JD2491  DESIGNATION -  CLAY
 JD2491  PID         -  JD2491
 JD2491  STATE/COUNTY-  MO/BOONE
 JD2491  USGS QUAD   -  HARTSBURG (1981)
 JD2491
 JD2491                         *CURRENT SURVEY CONTROL
 JD2491  ___________________________________________________________________
 JD2491* NAD 83(1997)-  38 41 41.14580(N)    092 15 21.09041(W)     ADJUSTED  
 JD2491* NAVD 88     -       258.66   (+/-2cm)     848.6    (feet)  VERTCON   
 JD2491  ___________________________________________________________________
 JD2491  X           -    -196,209.982 (meters)                     COMP
 JD2491  Y           -  -4,980,895.097 (meters)                     COMP
 JD2491  Z           -   3,966,067.976 (meters)                     COMP
 JD2491  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 JD2491  ELLIP HEIGHT-         226.11  (meters)          (02/17/00) GPS OBS
 JD2491  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD2491
 JD2491  HORZ ORDER  -  FIRST
 JD2491  VERT ORDER  -  THIRD ? (See Below)
 JD2491  ELLP ORDER  -  FOURTH    CLASS I
 JD2491
 JD2491.The horizontal coordinates were established by GPS observations
 JD2491.and adjusted by the National Geodetic Survey in February 2000..
 JD2491
 JD2491.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2491.The vertical order pertains to the NGVD 29 superseded value.
 JD2491
 JD2491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2491
 JD2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2491
 JD2491.The ellipsoidal height was determined by GPS observations
 JD2491.and is referenced to NAD 83.
 JD2491
 JD2491.The geoid height was determined by GEOID03.
 JD2491
 JD2491;                    North         East     Units Scale Factor Converg.
 JD2491;SPC MO C     -   317,576.166   521,238.269   MT  0.99993889   +0 09 09.5
 JD2491;UTM  15      - 4,283,167.690   564,712.859   MT  0.99965157   +0 27 54.8
 JD2491
 JD2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2491!SPC MO C     -   0.99996452  x   0.99993889  =   0.99990342
 JD2491!UTM  15      -   0.99996452  x   0.99965157  =   0.99961611
 JD2491
 JD2491|---------------------------------------------------------------------|
 JD2491| PID    Reference Object                     Distance      Geod. Az  |
 JD2491|                                                           dddmmss.s |
 JD2491| CN6637 CLAY RM 1                            23.287 METERS 00559     |
 JD2491| JD2488 TT 3 C                               13.132 METERS 11847     |
 JD2491| CN6636 CLAY AZ MK                                         1325201.5 |
 JD2491| JD2478 JEFFERSON CITY STATE HWY PATROL MAS APPROX.18.9 KM 1433114.9 |
 JD2491| JD2479 JEFFERSON CITY INST WOMEN TANK      APPROX.16.1 KM 1471937.7 |
 JD2491| JD2484 JEFFERSON CITY ST PEN NE STK        APPROX.15.9 KM 1480048.1 |
 JD2491| JD2482 JEFFERSON CITY ST PEN SW STK        APPROX.15.9 KM 1480615.7 |
 JD2491| CN6639 CLAY RM 3                            10.945 METERS 14826     |
 JD2491| CN6638 CLAY RM 2                            27.075 METERS 26053     |
 JD2491| JD2490 TT 3 C RESET                          6.956 METERS 26529     |
 JD2491| CN6640 CLAY RM 4                            15.502 METERS 27300     |
 JD2491|---------------------------------------------------------------------|
 JD2491
 JD2491                          SUPERSEDED SURVEY CONTROL
 JD2491
 JD2491  NAD 83(1986)-  38 41 41.15389(N)    092 15 21.09276(W) AD(       ) 1
 JD2491  NAD 83(1986)-  38 41 41.15389(N)    092 15 21.09276(W) AD(       ) 3
 JD2491  NAD 27      -  38 41 41.05440(N)    092 15 20.41180(W) AD(       ) 3
 JD2491  NGVD 29 (09/27/93)  258.61   (m)          848.5    (f) LEVELING    3  
 JD2491
 JD2491.Superseded values are not recommended for survey control.
 JD2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2491.See file dsdata.txt to determine how the superseded data were derived.
 JD2491
 JD2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6471383168(NAD 83)
 JD2491_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2491_SP_SET: CONCRETE POST
 JD2491_STAMPING: CLAY 1949
 JD2491_MARK LOGO: CGS   
 JD2491_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2491+STABILITY: SURFACE MOTION
 JD2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2491+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 JD2491
 JD2491  HISTORY     - Date     Condition        Report By
 JD2491  HISTORY     - 1949     MONUMENTED       CGS
 JD2491  HISTORY     - 1949     GOOD             CGS
 JD2491  HISTORY     - 1954     GOOD             CGS
 JD2491  HISTORY     - 1957     GOOD             CGS
 JD2491  HISTORY     - 1971     GOOD             NGS
 JD2491  HISTORY     - 19920303 GOOD             MODNR
 JD2491
 JD2491                          STATION DESCRIPTION
 JD2491
 JD2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2491'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF JEFFERSON
 JD2491'CITY AND 5 AND 1/2 MILES SOUTH OF ASHLAND NEAR THE EAST 1/4
 JD2491'CORNER OF SEC. 10, T. 45 N., R. 12 W. ON LAND OWNED BY MR. HARRY
 JD2491'WILLIAMS, 92 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 63,
 JD2491'37 FEET WEST-NORTHWEST OF A STUMP 4 FEET HIGH WHICH IS USED AS
 JD2491'A CORNER POST, 27 FEET WEST OF FENCE AND 22 FEET NORTH OF FENCE.
 JD2491'THE MARK PROJECTS 1 INCH AND THE DISC IS STAMPED CLAY 1949.
 JD2491'
 JD2491'REFERENCE MARK NO. 1 IS 49 FEET WEST OF THE CENTERLINE OF
 JD2491'U.S. HIGHWAY 63 AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 JD2491'4 INCHES AND THE DISC IS STAMPED CLAY NO 1 1949.
 JD2491'
 JD2491'REFERENCE MARK NO. 2 IS 28 FEET EAST OF A 20-INCH OAK TREE, 21
 JD2491'FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD AND 1 FOOT NORTH OF
 JD2491'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED CLAY
 JD2491'NO 2 1949.
 JD2491'
 JD2491'TT 3 C 1930 (USGS) IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 63
 JD2491'IN THE NORTHWEST ANGLE OF INTERSECTION, 60 FEET WEST OF THE
 JD2491'CENTERLINE OF U.S. HIGHWAY 63, 32 FEET NORTH OF THE CENTERLINE
 JD2491'OF GRAVEL ROAD AND 8 FEET SOUTHEAST OF A STUMP 4 FEET HIGH WHICH
 JD2491'IS USED AS A CORNER POST.  IT IS A STANDARD U.S.G.S. BRONZE DISC
 JD2491'SET IN AN 8-INCH SQUARE CONCRETE POST, PROJECTING 2 INCHES AND
 JD2491'STAMPED TT 3 C 1930.
 JD2491'
 JD2491'THE AZIMUTH MARK IS 45 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 JD2491'HIGHWAY 63, 10 FEET NORTH OF AN REA POWER POLE AND 1.5 FEET
 JD2491'SOUTHEAST OF FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISC IS
 JD2491'STAMPED CLAY 1949.
 JD2491'
 JD2491'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND
 JD2491'63 ABOUT 1/2 MILE NORTH OF THE HIGHWAY BRIDGE OVER THE MISSOURI
 JD2491'RIVER AT JEFFERSON CITY, GO NORTHWEST ON U.S. HIGHWAY 63 FOR
 JD2491'8.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON U.S.
 JD2491'HIGHWAY 63 FOR 0.25 MILES TO A GRAVEL ROAD LEFT.  (THIS POINT
 JD2491'IS 5.8 MILES SOUTH OF ASHLAND AND 0.35 MILES SOUTH OF QUINNS
 JD2491'STORE.) TURN LEFT AND GO WEST 0.1 MILE TO MR. WILLIAMS FARM
 JD2491'BUILDINGS AND A BOARD GATE NORTH OF THE FIRST HOUSE.  TURN RIGHT
 JD2491'THROUGH GATE AND DRIVE BACK EAST THROUGH PASTURE FOR 0.1 MILE
 JD2491'TO THE STATION.
 JD2491'
 JD2491'*TRAVERSE DISTANCE BETWEEN TRIANGULATION STATION CLAY 1949 AND
 JD2491'TT 3 C 1930 (USGS).
 JD2491'
 JD2491'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2491
 JD2491                          STATION RECOVERY (1949)
 JD2491
 JD2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JD2491'RECOVERED IN GOOD CONDITION.
 JD2491
 JD2491                          STATION RECOVERY (1954)
 JD2491
 JD2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 JD2491'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 JD2491'ADEQUATE.
 JD2491
 JD2491                          STATION RECOVERY (1957)
 JD2491
 JD2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 JD2491'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JD2491'GOOD CONDITION EXCEPT THE SURFACE STATION MARK WHICH HAD BEEN
 JD2491'DISPLACED BY A BULLDOZER.  THE UNDERGROUND STATION MARK WAS FOUND
 JD2491'INTACT.  BOTH THE UNDERGROUND AND THE SURFACE STATION MARKS WERE
 JD2491'LOWERED AND REPLACED IN THEIR ORIGINAL POSITION.  THE REFERENCE
 JD2491'MARKS AND U.S.G.S. TT 3 C WERE REMOVED AND PLACED IN NEW
 JD2491'LOCATIONS.  THIS WORK WAS NECESSIATED BY THE CLEARING AND GRADING
 JD2491'OF A NEW SITE FOR THE MT. PLEASANT BAPTIST CHURCH.  A COMPLETE
 JD2491'DESCRIPTION FOLLOWS.
 JD2491'
 JD2491'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF JEFFERSON CITY AND
 JD2491'5 AND 1/2 MILES SOUTH OF ASHLAND NEAR THE EAST 1/4 CORNER OF
 JD2491'SEC. 10, T. 45 N., R. 12 W. ON THE FRONT LAWN OF THE BAPTIST
 JD2491'CHURCH, 220 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF NEW
 JD2491'BRICK CHURCH, MT. PLEASANT BAPTIST CHURCH, 92 FEET WEST OF THE
 JD2491'CENTER OF U.S. HIGHWAY 63, 48 FEET NORTH OF THE CENTER OF GRADED
 JD2491'ROAD LEADING TO CHURCH, 42 FEET WEST-SOUTHWEST OF A TELEPHONE
 JD2491'POLE, AND 5 FEET NORTH OF THE NORTHEAST CORNER POST AROUND THE
 JD2491'PARKING AREA FOR THE CHURCH.  THE MARK IS FLUSH WITH THE
 JD2491'SURFACE OF THE GROUND AND THE DISK IS STAMPED CLAY 1949.
 JD2491'
 JD2491'REFERENCE MARK NO. 3 IS SOUTH-SOUTHEAST OF THE STATION, 21 FEET
 JD2491'NORTH OF THE CENTER OF GRADED ROAD, AND 7 FEET NORTH-NORTHEAST OF
 JD2491'THE END POST FOR THE PARKING AREA.  THE MARK PROJECTS 6 INCHES
 JD2491'AND THE DISK IS STAMPED CLAY NO 3 1949.
 JD2491'
 JD2491'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 51 FEET WEST OF THE
 JD2491'NORTHEAST CORNER POST FOR PARKING AREA, AND 43 FEET NORTH OF THE
 JD2491'CENTER OF GRADED ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JD2491'STAMPED CLAY NO 4 1949.
 JD2491'
 JD2491'TT 3 C 1930 (USGS) IS WEST OF THE STATION, 43 FEET NORTH OF THE
 JD2491'CENTER OF GRADED ROAD, AND 23 FEET WEST OF THE NORTHEAST CORNER
 JD2491'POST FOR PARKING AREA.  THIS MARK IS 0.78 FEET LOWER IN ELEVATION
 JD2491'THAN ITS ORIGINAL LOCATION.  IT IS A STANDARD USGS BRONZE DISK SET
 JD2491'IN AN 8-INCH SQUARE CONCRETE POST, PROJECTING 6 INCHES AND
 JD2491'STAMPED TT 3 C 1930 RESET 1957.
 JD2491'
 JD2491'AZIMUTH MARK IS 0.25 MILE SOUTH EAST OF THE STATION, 45 FEET
 JD2491'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 63, 10 FEET NORTH OF
 JD2491'A REA POLE, AND 1.5 FEET SOUTHEAST OF A FENCE.  THE MARK PROJECTS
 JD2491'3 INCHES AND THE DISK IS STAMPED CLAY 1949.
 JD2491'
 JD2491'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 63
 JD2491'WHICH IS ABOUT 1/2 MILE NORTH OF THE HIGHWAY BRIDGE OVER THE
 JD2491'MISSOURI RIVER AT JEFFERSON CITY, GO NORTHWEST ON U.S. HIGHWAY 63
 JD2491'FOR 8.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 JD2491'NORTHWEST OF U.S. HIGHWAY 63 FOR 0.25 MILE TO THE MT. PLEASANT
 JD2491'BAPTIST CHURCH ON THE LEFT AND THE STATION AS DESCRIBED.
 JD2491'
 JD2491'NOTE- STATION CLAY IS NOW 1.35 FEET LOWER IN ELEVATION THAN
 JD2491'TT 3 C 1930 RESET 1957.
 JD2491
 JD2491                          STATION RECOVERY (1971)
 JD2491
 JD2491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2491'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4,
 JD2491'TT 3 C (USGS), AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 JD2491'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION
 JD2491'WAS FOUND ADEQUATE FOR RECOVERY EXCEPT THE TO REACH HAS CHANGED
 JD2491'SINCE U.S. HIGHWAY 63 HAS BEEN RELOCATED.
 JD2491'
 JD2491'A METAL WITNESS POST WAS SET 1 FOOT EAST OF REFERENCE MARK NO. 3.
 JD2491'
 JD2491'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 JD2491'
 JD2491'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND
 JD2491'63 NORTH OF THE RIVER BRIDGE AT JEFFERSON CITY, GO NORTH ON
 JD2491'U.S. HIGHWAY 63 FOR 9.1 MILES TO MT. PLEASANT ROAD ON THE
 JD2491'LEFT.  (TURN RIGHT AND GO SOUTH AND EAST ON OLD U.S. HIGHWAY
 JD2491'63 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN LEFT
 JD2491'AND GO WEST ABOUT 150 FEET, THEN TURN LEFT AND GO SOUTH ON OLD
 JD2491'U.S. HIGHWAY 63 FOR 0.3 MILE TO THE MT. PLEASANT BAPTIST CHURCH
 JD2491'AND THE STATION ON THE RIGHT.
 JD2491'
 JD2491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2491'ABOUT 5-1/2 MILES SOUTH OF ASHLAND.
 JD2491
 JD2491                          STATION RECOVERY (1992)
 JD2491
 JD2491'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD2491'DATE OF REPORT 11-30-1992
 JD2491'STATION CLAY, 1949
 JD2491'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2491'CGS HOR. CNTRL.--CLAY 1949--12 INCH SQ. 2 INCH BELOW LAWN SURFACE
 JD2491'CGS REF. MRK.--CLAY NO. 3 1949--12 INCH SQ. PROJECTS 4.5 INCH
 JD2491'CGS REF. MRK.--CLAY NO. 4 1949-- 10 INCH SQ. FLUSH
 JD2491'CGS AZ. MRK.--CLAY 1949-- 10 INCH SQ. PROJECTS 1.5 INCHES
 JD2491'USGS BENCH MARK--TT3C RESET 1957 1930-- 8 INCH  SQ. PROJECTS 4 INCHES
 JD2491'THE STATION DESCRIBED IN TABLE IS LOCATED ABOUT 10 MI (16.1 KM)
 JD2491'(AIRLINE) NORTHWEST OF THE CAPITOL BLDG. IN JEFFERSON CITY AND IN THE
 JD2491'FRONT LAWN OF THE MT. PLEASANT BAPTIST CHURCH.  THE STATION IS 22.8
 JD2491'FT (6.9 M) EAST OF USGS BM TT3C, 50.9 FT (15.5 M) EAST OF RM NO. 4
 JD2491'AND 36.1 FT (11.0 M) NORTHWEST OF RM NO. 3.
 JD2491'THE AZIMUTH MARK (DESCRIBED IN TABLE) IS LOCATED ABOUT 0.3 MI
 JD2491'(0.5 KM) SOUTHEAST (ON FAR SIDE OF NEW US 63) ON THE NORTHEAST SIDE
 JD2491'OF OLD US 63.  IT IS 45 FT (13.7 M) NORTHEAST OF THE CENTERLINE OF
 JD2491'OLD US 63, 33.5 FT (10.2 M) NORTHWEST OF A GUYED POWER POLE, 1 FT
 JD2491'(0.3 M) SOUTHWEST OF A R/W FENCE AND 1 FT (0.3 M) WEST OF A METAL
 JD2491'WITNESS POST.
 JD2491'STATION AND AZIMUTH MARK TO REACH
 JD2491'TO REACH THE STATION FR THE INTERCHANGE OF US HIGHWAYS 63 AND 54 ABOUT
 JD2491'1 MI (1.6 KM) NORTH OF THE MISSOURI RIVER BRIDGE AT JEFFERSON CITY
 JD2491'MO, GO NORTH ON US HWY. 63 FOR 9.0 MI (14.5 KM) TO A CROSSOVER FOR MT
 JD2491'PLEASANT ROAD.  TURN LEFT AND GO WEST FOR 0.1 MI (0.2 KM) TO A
 JD2491'T-JUNCTION. TURN LEFT AND GO SOUTH ON ROAD (OLD US HWY. 63) FOR 0.2
 JD2491'MI (0.3 KM) TO END OF PAVED ROAD AND BEGINNING OF GRAVEL ROAD AT
 JD2491'SHARP CORNER WITH STATION ON RIGHT (WEST) SIDE IN LAWN AREA OF MT.
 JD2491'PLEASANT BAPTIST CHURCH.
 JD2491'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO NEW HWY. 63,
 JD2491'CONTINUE EAST AND CROSS NEW 63 AND FOLLOW MT. PLEASANT RD. EAST AND
 JD2491'SOUTH (IT BECOMES OLD US HWY. 63) FOR 0.45 MI (0.72 KM) TO AZIMUTH
 JD2491'MARK ON LEFT (NE) SIDE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1105 ***********************************************************************
 GE1105  DESIGNATION -  CLAY
 GE1105  PID         -  GE1105
 GE1105  STATE/COUNTY-  MO/CARTER
 GE1105  USGS QUAD   -  BIG SPRING (1968)
 GE1105
 GE1105                         *CURRENT SURVEY CONTROL
 GE1105  ___________________________________________________________________
 GE1105* NAD 83(1997)-  36 59 25.74186(N)    090 53 38.30010(W)     ADJUSTED  
 GE1105* NAVD 88     -       279.22   (+/-2cm)     916.1    (feet)  VERTCON   
 GE1105  ___________________________________________________________________
 GE1105  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 GE1105  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 GE1105
 GE1105  HORZ ORDER  -  THIRD
 GE1105  VERT ORDER  -  THIRD ? (See Below)
 GE1105
 GE1105.The horizontal coordinates were established by classical geodetic methods
 GE1105.and adjusted by the National Geodetic Survey in February 2000..
 GE1105
 GE1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1105.The vertical order pertains to the NGVD 29 superseded value.
 GE1105
 GE1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1105
 GE1105.The geoid height was determined by GEOID03.
 GE1105
 GE1105;                    North         East     Units Scale Factor Converg.
 GE1105;SPC MO E     -   128,469.122   214,929.763   MT  0.99994848   -0 14 13.4
 GE1105;UTM  15      - 4,095,889.763   687,421.172   MT  1.00003275   +1 16 03.1
 GE1105
 GE1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1105!SPC MO E     -   0.99996084  x   0.99994848  =   0.99990932
 GE1105!UTM  15      -   0.99996084  x   1.00003275  =   0.99999359
 GE1105
 GE1105:                Primary Azimuth Mark                     Grid Az
 GE1105:SPC MO E     -  GARWOOD                                  000 32 45.2
 GE1105:UTM  15      -  GARWOOD                                  359 02 28.7
 GE1105
 GE1105|---------------------------------------------------------------------|
 GE1105| PID    Reference Object                     Distance      Geod. Az  |
 GE1105|                                                           dddmmss.s |
 GE1105| HC1013 GARWOOD                             APPROX. 7.1 KM 0001831.8 |
 GE1105| CI4123 CLAY RM 3                                          07325     |
 GE1105| CI4121 CLAY RM 1                            20.855 METERS 07826     |
 GE1105| CI4122 CLAY RM 2                            18.608 METERS 31221     |
 GE1105|---------------------------------------------------------------------|
 GE1105
 GE1105                          SUPERSEDED SURVEY CONTROL
 GE1105
 GE1105  NAD 83(1997)-  36 59 25.75256(N)    090 53 38.29848(W) AD(       ) 3
 GE1105  NAD 83(1986)-  36 59 25.75305(N)    090 53 38.29864(W) AD(       ) 3
 GE1105  NAD 27      -  36 59 25.56310(N)    090 53 37.85530(W) AD(       ) 3
 GE1105  NGVD 29 (07/19/86)  279.17   (m)          915.9    (f) LEVELING    3  
 GE1105
 GE1105.Superseded values are not recommended for survey control.
 GE1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1105.See file dsdata.txt to determine how the superseded data were derived.
 GE1105
 GE1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8742195890(NAD 83)
 GE1105_MARKER: DS = TRIANGULATION STATION DISK
 GE1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1105
 GE1105  HISTORY     - Date     Condition        Report By
 GE1105  HISTORY     - 1962     MONUMENTED       CGS
 GE1105
 GE1105                          STATION DESCRIPTION
 GE1105
 GE1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE1105'THE STATION IS ABOUT 9-1/4 MILES WEST AND 3-3/4 MILES NORTH
 GE1105'OF ELLSINORE, ABOUT 6-1/2 MILES EAST OF VAN BUREN, IN THE
 GE1105'SOUTHEAST 1/4 OF SEC. 13, T. 27 N., R. 1 E., AND ON THE
 GE1105'PROPERTY OF MR. BRITTON POTTER.  IT IS 29 FEET SOUTH OF A WIRE
 GE1105'FENCE, 23 FEET EAST OF A 6 INCH TREE WITH A TRIANGULAR BLAZE
 GE1105'ON THE NORTH SIDE, 20 FEET NORTHEAST OF A PEAR TREE, 12 FEET
 GE1105'WEST OF A WITNESS POST AND 6 INCHES NORTH OF A WIRE FENCE.  THE
 GE1105'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CLAY
 GE1105'1962.
 GE1105'
 GE1105'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAYS
 GE1105'21 AND 34, GO SOUTHERLY ON HIGHWAY 60 FOR 2.6 MILES TO
 GE1105'A SIDE ROAD RIGHT.  CONTINUE SOUTH AND EAST ON HIGHWAY
 GE1105'60 FOR 0.5 MILE TO A SIDE ROAD RIGHT AND REFERENCE MARK 3
 GE1105'NORTHEAST OF THE INTERSECTION.  TURN SHARP RIGHT AND GO WESTERLY
 GE1105'ON A GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE
 GE1105'LEFT IN A LANE JUST BEFORE REACHING A CATTLE GUARD.
 GE1105'
 GE1105'REFERENCE MARK 1 IS 86 FEET NORTHWEST OF THE NORTHWEST CORNER
 GE1105'OF A YARD, 31 FEET NORTH OF A WIRE FENCE AND 6 INCHES SOUTH
 GE1105'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GE1105'CLAY NO 1 1962.
 GE1105'
 GE1105'REFERENCE MARK 2 IS 80 FEET EAST OF THE CENTER OF A CATTLE
 GE1105'GUARD, 28 FEET NORTHEAST OF A 12 INCH PINE TREE AND 6 INCHES
 GE1105'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE
 GE1105'DISK IS STAMPED CLAY NO 2 1962.
 GE1105'
 GE1105'REFERENCE MARK 3 IS 125 FEET NORTHEAST OF THE INTERSECTION
 GE1105'OF HIGHWAY 60 AND THE SIDE ROAD RIGHT, 116 FEET NORTHWEST
 GE1105'OF A POWER POLE, 42 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 GE1105'60 AND 2 FEET SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS
 GE1105'8 INCHES AND THE DISK IS STAMPED CLAY NO 3 1962.
 GE1105'
 GE1105'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0835 ***********************************************************************
 HC0835  DESIGNATION -  CLEAR
 HC0835  PID         -  HC0835
 HC0835  STATE/COUNTY-  MO/TEXAS
 HC0835  USGS QUAD   -  EUNICE (1987)
 HC0835
 HC0835                         *CURRENT SURVEY CONTROL
 HC0835  ___________________________________________________________________
 HC0835* NAD 83(1997)-  37 07 35.15448(N)    091 51 42.50079(W)     ADJUSTED  
 HC0835* NAVD 88     -       417.3    (meters)    1369.     (feet)  VERTCON   
 HC0835  ___________________________________________________________________
 HC0835  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 HC0835  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 HC0835
 HC0835  HORZ ORDER  -  SECOND
 HC0835
 HC0835.The horizontal coordinates were established by classical geodetic methods
 HC0835.and adjusted by the National Geodetic Survey in February 2000..
 HC0835
 HC0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0835
 HC0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0835
 HC0835.The geoid height was determined by GEOID03.
 HC0835
 HC0835;                    North         East     Units Scale Factor Converg.
 HC0835;SPC MO C     -   143,673.532   556,709.081   MT  0.99997294   +0 23 06.8
 HC0835;UTM  15      - 4,109,504.196   601,105.944   MT  0.99972593   +0 41 13.4
 HC0835
 HC0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0835!SPC MO C     -   0.99993919  x   0.99997294  =   0.99991213
 HC0835!UTM  15      -   0.99993919  x   0.99972593  =   0.99966514
 HC0835
 HC0835|---------------------------------------------------------------------|
 HC0835| PID    Reference Object                     Distance      Geod. Az  |
 HC0835|                                                           dddmmss.s |
 HC0835| CN6641 CLEAR RM 1                           18.115 METERS 02321     |
 HC0835| HC0834 CLEAR AZ MK                         APPROX. 0.6 KM 0261648.3 |
 HC0835| HC0836 CLEAR RM 2                           18.571 METERS 27154     |
 HC0835|---------------------------------------------------------------------|
 HC0835
 HC0835                          SUPERSEDED SURVEY CONTROL
 HC0835
 HC0835  NAD 83(1986)-  37 07 35.16651(N)    091 51 42.49910(W) AD(       ) 2
 HC0835  NAD 27      -  37 07 34.98515(N)    091 51 41.95732(W) AD(       ) 2
 HC0835  NGVD 29 (07/19/86)  417.1    (m)         1368.     (f) VERT ANG       
 HC0835
 HC0835.Superseded values are not recommended for survey control.
 HC0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0835.See file dsdata.txt to determine how the superseded data were derived.
 HC0835
 HC0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0110609504(NAD 83)
 HC0835_MARKER: DS = TRIANGULATION STATION DISK
 HC0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0835+STABILITY: SURFACE MOTION
 HC0835
 HC0835  HISTORY     - Date     Condition        Report By
 HC0835  HISTORY     - 1977     MONUMENTED       NGS
 HC0835
 HC0835                          STATION DESCRIPTION
 HC0835
 HC0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0835'THE STATION IS LOCATED ABOUT 11-1/2 MILES NORTHEAST
 HC0835'OF WILLOW SPRINGS, 10 MILES SOUTH OF YUKON, 1-1/2 MILES
 HC0835'NORTH-NORTHWEST OF CLEAR SPRINGS, IN SECTION 6, R 8 W, T 29 N,
 HC0835'AND ON THE HIGHWAY RIGHT-OF-WAY.  PERMISSION GRANTED BY THE
 HC0835'MISSOURI DEPARTMENT OF HIGHWAYS, DISTRICT 9, POST OFFICE
 HC0835'BOX 220, WILLOW SPRINGS, 65587.  TELEPHONE NUMBER 469-4134.
 HC0835'
 HC0835'TO REACH THE STATION FROM THE POST OFFICE IN YUKON, GO SOUTH
 HC0835'ON STATE HIGHWAY 137 FOR 0.7 MILE TO THE JUNCTION OF STATE
 HC0835'HIGHWAYS 17 AND 137, CONTINUE SOUTH ON STATE HIGHWAY 137 FOR
 HC0835'9.5 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON
 HC0835'STATE HIGHWAY 137 FOR 0.35 MILE TO THE STATION ON THE LEFT,
 HC0835'(EAST SIDE OF HIGHWAY).
 HC0835'
 HC0835'THE STATION MARKS, STAMPED---CLEAR 1977---, ARE STANDARD DISKS.
 HC0835'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0835'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND
 HC0835'SURFACE, WITH A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS
 HC0835'28.0 FEET EAST OF THE CENTER OF STATE HIGHWAY 137, 8.9
 HC0835'FEET SOUTHWEST OF A FENCE CORNER AND 4.5 FEET WEST OF A METAL
 HC0835'WITNESS POST.
 HC0835'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HC0835'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HC0835'
 HC0835'REFERENCE MARK 1, STAMPED---CLEAR NO 1 1977---IS A STANDARD
 HC0835'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0835'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 30.0 FEET EAST
 HC0835'OF THE CENTER OF STATE HIGHWAY 137 AND 1.8 FEET WEST OF A
 HC0835'NORTH-SOUTH FENCE LINE.
 HC0835'
 HC0835'REFERENCE MARK 2, STAMPED---CLEAR NO 2 1977---IS A STANDARD
 HC0835'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0835'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 30.0 FEET WEST
 HC0835'OF THE CENTER OF STATE HIGHWAY 137, 3.3 FEET NORTHEAST OF
 HC0835'A FENCE CORNER AND 2.0 FEET EAST OF A METAL WITNESS POST.
 HC0835'
 HC0835'THE AZIMUTH MARKS, STAMPED---CLEAR 1977---, ARE STANDARD
 HC0835'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A
 HC0835'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 HC0835'GROUND SURFACE, WITH A METAL ROD EMBEDDED IN THE MONUMENT.  IT
 HC0835'IS 48 FEET NORTH OF A 16-INCH OAK TREE, 25 FEET EAST OF THE
 HC0835'CENTER OF STATE HIGHWAY 137 AND 3.4 FEET WEST
 HC0835'OF A METAL WITNESS POST AND FENCE LINE.
 HC0835'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HC0835'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HC0835'
 HC0835'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1007 ***********************************************************************
 HC1007  DESIGNATION -  CLEAR
 HC1007  PID         -  HC1007
 HC1007  STATE/COUNTY-  MO/REYNOLDS
 HC1007  USGS QUAD   -  CLEARWATER DAM (1985)
 HC1007
 HC1007                         *CURRENT SURVEY CONTROL
 HC1007  ___________________________________________________________________
 HC1007* NAD 83(1997)-  37 09 05.78513(N)    090 45 42.23951(W)     ADJUSTED  
 HC1007* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 HC1007  ___________________________________________________________________
 HC1007  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 HC1007  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HC1007
 HC1007  HORZ ORDER  -  THIRD
 HC1007
 HC1007.The horizontal coordinates were established by classical geodetic methods
 HC1007.and adjusted by the National Geodetic Survey in February 2000..
 HC1007
 HC1007.The orthometric height was scaled from a topographic map.
 HC1007
 HC1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1007
 HC1007.The geoid height was determined by GEOID03.
 HC1007
 HC1007;                    North         East     Units Scale Factor Converg.
 HC1007;SPC MO E     -   146,308.733   226,750.555   MT  0.99993999   -0 09 29.0
 HC1007;UTM  15      - 4,114,036.258   698,769.888   MT  1.00008673   +1 21 07.9
 HC1007
 HC1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1007!SPC MO E     -   0.99996291  x   0.99993999  =   0.99990290
 HC1007!UTM  15      -   0.99996291  x   1.00008673  =   1.00004964
 HC1007
 HC1007:                Primary Azimuth Mark                     Grid Az
 HC1007:SPC MO E     -  FINLEY                                   022 43 01.8
 HC1007:UTM  15      -  FINLEY                                   021 12 24.9
 HC1007
 HC1007|---------------------------------------------------------------------|
 HC1007| PID    Reference Object                     Distance      Geod. Az  |
 HC1007|                                                           dddmmss.s |
 HC1007| HC1003 FINLEY                              APPROX. 7.0 KM 0223332.8 |
 HC1007| CI4125 CLEAR RM 2                           18.015 METERS 05813     |
 HC1007| CI4126 CLEAR RM 3                           66.325 METERS 09216     |
 HC1007| CI4124 CLEAR RM 1                           18.180 METERS 17533     |
 HC1007| HC1006 CLEARWATER DAM WATER TANK           APPROX. 2.5 KM 2090926.9 |
 HC1007|---------------------------------------------------------------------|
 HC1007
 HC1007                          SUPERSEDED SURVEY CONTROL
 HC1007
 HC1007  NAD 83(1986)-  37 09 05.79672(N)    090 45 42.23813(W) AD(       ) 3
 HC1007  NAD 27      -  37 09 05.61540(N)    090 45 41.80460(W) AD(       ) 3
 HC1007
 HC1007.Superseded values are not recommended for survey control.
 HC1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1007.See file dsdata.txt to determine how the superseded data were derived.
 HC1007
 HC1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB9877014036(NAD 83)
 HC1007_MARKER: DS = TRIANGULATION STATION DISK
 HC1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1007
 HC1007  HISTORY     - Date     Condition        Report By
 HC1007  HISTORY     - 1963     MONUMENTED       CGS
 HC1007
 HC1007                          STATION DESCRIPTION
 HC1007
 HC1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC1007'LOCATED ABOUT 4 MILES WEST OF PIEDMONT, 1 MILE NORTH OF
 HC1007'CLEARWATER LAKE DAM, IN THE NE 1/4 OF SEC. 31, T-29-N, R-3-E, AND
 HC1007'ON THE PROPERTY OF MR. R.W. TAYLOR.  IT IS 51 FEET NORTHEAST OF A
 HC1007'POWER POLE, 26 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 HC1007'22 FEET SOUTHEAST OF AN 18 INCH OAK TREE AND 5 FEET EAST OF A
 HC1007'WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 HC1007'STAMPED CLEAR 1963.
 HC1007'
 HC1007'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND
 HC1007'COUNTY ROAD H AT THE SOUTHWEST EDGE OF PIEDMONT, GO SOUTHERLY
 HC1007'ON ROAD H FOR 5.4 MILES TO THE NORTHEAST EDGE OF THE CLEARWATER
 HC1007'LAKE DAM.  TURN RIGHT AND GO NORTHEAST ON THE PAVED ROAD FOR 0.9
 HC1007'MILE TO A PAVED CROSSROAD.  TURN RIGHT AND GO NORTHWESTERLY ON
 HC1007'THE PAVED ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT.  CONTINUE
 HC1007'NORTHERLY ON THE PAVED ROAD FOR 0.1 MILE TO A FORK.  KEEP THE
 HC1007'RIGHT FORK AND CONTINUE NORTHERLY FOR 0.3 MILE TO A FORK.
 HC1007'TAKE THE LEFT FORK AND GO NORTH AND EAST ON THE GRAVELED ROAD
 HC1007'FOR 0.4 MILE TO THE TOP OF THE HILL AND THE STATION ON THE
 HC1007'LEFT.
 HC1007'
 HC1007'REFERENCE MARK 1 IS 60 FEET SOUTH OF THE WITNESS POST, 31 FEET
 HC1007'SOUTH OF THE CENTERLINE OF THE ROAD AND 18 FEET SOUTHEAST OF
 HC1007'THE POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HC1007'STAMPED CLEAR NO 1 1963.
 HC1007'
 HC1007'REFERENCE MARK 2 IS 64 FEET NORTHEAST OF THE WITNESS POST,
 HC1007'43 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 28 FEET NORTH
 HC1007'OF A 16 INCH OAK TREE.  IT IS A STANDARD REFERENCE MARK DISK
 HC1007'CEMENTED IN A DRILL HOLE IN OUTCROPPING BED-ROCK PROJECTING
 HC1007'3 INCHES.  THE DISK IS STAMPED CLEAR NO 2 1963.
 HC1007'
 HC1007'REFERENCE MARK 3 IS 19 FEET NORTH OF AN 8 INCH OAK TREE, 13
 HC1007'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH OF A
 HC1007'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 HC1007'STAMPED CLEAR NO 3 1963.
 HC1007'
 HC1007'NOTE- THE ROAD MENTIONED AT THE STATION IS LAKE ROAD 1-3.
 HC1007'
 HC1007'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0834 ***********************************************************************
 HC0834  DESIGNATION -  CLEAR AZ MK
 HC0834  PID         -  HC0834
 HC0834  STATE/COUNTY-  MO/TEXAS
 HC0834  USGS QUAD   -  EUNICE (1987)
 HC0834
 HC0834                         *CURRENT SURVEY CONTROL
 HC0834  ___________________________________________________________________
 HC0834* NAD 83(1997)-  37 07 53.06109(N)    091 51 31.45712(W)     ADJUSTED  
 HC0834* NAVD 88     -       406.9    (meters)    1335.     (feet)  VERTCON   
 HC0834  ___________________________________________________________________
 HC0834  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 HC0834  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 HC0834
 HC0834  HORZ ORDER  -  SECOND
 HC0834
 HC0834.The horizontal coordinates were established by classical geodetic methods
 HC0834.and adjusted by the National Geodetic Survey in February 2000..
 HC0834.No horizontal observational check was made to the station.
 HC0834
 HC0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0834
 HC0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0834
 HC0834.The geoid height was determined by GEOID03.
 HC0834
 HC0834;                    North         East     Units Scale Factor Converg.
 HC0834;SPC MO C     -   144,227.363   556,977.945   MT  0.99997331   +0 23 13.6
 HC0834;UTM  15      - 4,110,059.298   601,371.821   MT  0.99972659   +0 41 20.3
 HC0834
 HC0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0834!SPC MO C     -   0.99994081  x   0.99997331  =   0.99991412
 HC0834!UTM  15      -   0.99994081  x   0.99972659  =   0.99966742
 HC0834
 HC0834                          SUPERSEDED SURVEY CONTROL
 HC0834
 HC0834  NAD 83(1986)-  37 07 53.07316(N)    091 51 31.45540(W) AD(       ) 2
 HC0834  NAD 27      -  37 07 52.89215(N)    091 51 30.91395(W) AD(       ) 2
 HC0834  NGVD 29 (07/19/86)  406.8    (m)         1335.     (f) VERT ANG       
 HC0834
 HC0834.Superseded values are not recommended for survey control.
 HC0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0834.See file dsdata.txt to determine how the superseded data were derived.
 HC0834
 HC0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0137210059(NAD 83)
 HC0834_MARKER: DZ = AZIMUTH MARK DISK
 HC0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0834+STABILITY: SURFACE MOTION
 HC0834
 HC0834  HISTORY     - Date     Condition        Report By
 HC0834  HISTORY     - 1977     MONUMENTED       NGS
 HC0834
 HC0834                          STATION DESCRIPTION
 HC0834
 HC0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0834'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF WILLOW
 HC0834'SPRINGS, 10-1/2 MILES SOUTH OF YUKON, 1 MILE NORTHWEST OF
 HC0834'CLEAR SPRINGS, IN THE NORTHEAST 1/4 OF SECTION 6, R 8 W,
 HC0834'T 29 N, AND ON THE HIGHWAY RIGHT-OF-WAY.  PERMISSION GRANTED
 HC0834'BY THE MISSOURI DEPARTMENT OF HIGHWAYS, DISTRICT 9, POST OFFICE
 HC0834'BOX 220, WILLOW SPRINGS, 65587.  TELEPHONE NUMBER 469-4134.
 HC0834'A TRAVERSE CONNECTION WAS MADE TO STATION CLEAR USING
 HC0834'ELECTRONIC DISTANCE EQUIPTMENT.
 HC0834'
 HC0834'TO REACH THE STATION FROM THE POST OFFICE IN YUKON, GO SOUTH
 HC0834'ON STATE HIGHWAY 137 FOR 0.7 MILE TO THE JUNCTION OF STATE
 HC0834'HIGHWAYS 17 AND 137, CONTINUE SOUTH ON STATE HIGHWAY 137 FOR
 HC0834'9.5 MILES TO THE STATION ON THE LEFT.
 HC0834'
 HC0834'THE STATION MARKS, STAMPED---CLEAR 1977---, ARE STANDARD
 HC0834'AZIMUTH MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A
 HC0834'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 HC0834'GROUND SURFACE, WITH A METAL ROD EMBEDDED IN THE MONUMENT.  IT
 HC0834'IS 48 FEET NORTH OF A 16-INCH OAK TREE, 25 FEET EAST OF THE
 HC0834'CENTERLINE OF STATE HIGHWAY 137 AND 3.4 FEET WEST OF A METAL
 HC0834'WITNESS POST AND FENCE LINE.
 HC0834'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HC0834'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HC0834'
 HC0834'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1006 ***********************************************************************
 HC1006  DESIGNATION -  CLEARWATER DAM WATER TANK
 HC1006  PID         -  HC1006
 HC1006  STATE/COUNTY-  MO/WAYNE
 HC1006  USGS QUAD   -  CLEARWATER DAM (1985)
 HC1006
 HC1006                         *CURRENT SURVEY CONTROL
 HC1006  ___________________________________________________________________
 HC1006* NAD 83(1997)-  37 07 54.94294(N)    090 46 31.60094(W)     ADJUSTED  
 HC1006* NAVD 88     -                                                        
 HC1006  ___________________________________________________________________
 HC1006  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 HC1006  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HC1006
 HC1006  HORZ ORDER  -  THIRD
 HC1006
 HC1006.The horizontal coordinates were established by classical geodetic methods
 HC1006.and adjusted by the National Geodetic Survey in February 2000..
 HC1006
 HC1006
 HC1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1006
 HC1006.The geoid height was determined by GEOID03.
 HC1006
 HC1006;                    North         East     Units Scale Factor Converg.
 HC1006;SPC MO E     -   144,128.406   225,526.237   MT  0.99994071   -0 09 58.6
 HC1006;UTM  15      - 4,111,824.111   697,603.279   MT  1.00008103   +1 20 35.9
 HC1006
 HC1006                          SUPERSEDED SURVEY CONTROL
 HC1006
 HC1006  NAD 83(1986)-  37 07 54.95522(N)    090 46 31.59924(W) AD(       ) 4
 HC1006  NAD 27      -  37 07 54.77300(N)    090 46 31.16400(W) AD(       ) 3
 HC1006
 HC1006.Superseded values are not recommended for survey control.
 HC1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1006.See file dsdata.txt to determine how the superseded data were derived.
 HC1006
 HC1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB9760311824(NAD 83)
 HC1006_MARKER: 53 = ELEVATED TANK
 HC1006
 HC1006  HISTORY     - Date     Condition        Report By
 HC1006  HISTORY     - 1963     FIRST OBSERVED   CGS
 HC1006
 HC1006                          STATION DESCRIPTION
 HC1006
 HC1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC1006'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 HC1006'4 LEGGED STEEL STRUCTURE PAINTED SILVER WITH AN OVERALL HEIGHT
 HC1006'HEIGHT OF ABOUT 60 FEET.  THE TANK IS A VERY SLENDER STRUCTURE
 HC1006'AND IS OWNED AND OPERATED BY THE U.S. GOVERNMENT.
 HC1006'
 HC1006'LOCATED AT THE SOUTHWEST EDGE OF CLEARWATER DAM AT THE ADMINSTRATIION
 HC1006'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1272 ***********************************************************************
 HD1272  DESIGNATION -  CLELL
 HD1272  PID         -  HD1272
 HD1272  STATE/COUNTY-  MO/CHRISTIAN
 HD1272  USGS QUAD   -  OZARK (1975)
 HD1272
 HD1272                         *CURRENT SURVEY CONTROL
 HD1272  ___________________________________________________________________
 HD1272* NAD 83(1997)-  37 05 00.93605(N)    093 10 35.13531(W)     ADJUSTED  
 HD1272* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 HD1272  ___________________________________________________________________
 HD1272  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 HD1272  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HD1272
 HD1272  HORZ ORDER  -  FIRST
 HD1272
 HD1272.The horizontal coordinates were established by classical geodetic methods
 HD1272.and adjusted by the National Geodetic Survey in February 2000..
 HD1272
 HD1272.The orthometric height was scaled from a topographic map.
 HD1272
 HD1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1272
 HD1272.The geoid height was determined by GEOID03.
 HD1272
 HD1272;                    North         East     Units Scale Factor Converg.
 HD1272;SPC MO C     -   138,943.089   439,859.750   MT  0.99997787   -0 24 28.4
 HD1272;UTM  15      - 4,104,160.275   484,319.461   MT  0.99960303   -0 06 23.0
 HD1272
 HD1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1272!SPC MO C     -   0.99993706  x   0.99997787  =   0.99991493
 HD1272!UTM  15      -   0.99993706  x   0.99960303  =   0.99954011
 HD1272
 HD1272:                Primary Azimuth Mark                     Grid Az
 HD1272:SPC MO C     -  CLELL AZ MK                              145 15 27.7
 HD1272:UTM  15      -  CLELL AZ MK                              144 57 22.3
 HD1272
 HD1272|---------------------------------------------------------------------|
 HD1272| PID    Reference Object                     Distance      Geod. Az  |
 HD1272|                                                           dddmmss.s |
 HD1272| CN6642 CLELL AZ MK                                        1445059.3 |
 HD1272| CN6643 CLELL RM 1                           21.065 METERS 24808     |
 HD1272| AC6627 CLELL RM 2                           15.393 METERS 33652     |
 HD1272|---------------------------------------------------------------------|
 HD1272
 HD1272                          SUPERSEDED SURVEY CONTROL
 HD1272
 HD1272  NAD 83(1997)-  37 05 00.93629(N)    093 10 35.13514(W) AD(       ) 1
 HD1272  NAD 83(1986)-  37 05 00.94668(N)    093 10 35.13314(W) AD(       ) 1
 HD1272  NAD 27      -  37 05 00.76040(N)    093 10 34.47890(W) AD(       ) 1
 HD1272
 HD1272.Superseded values are not recommended for survey control.
 HD1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1272.See file dsdata.txt to determine how the superseded data were derived.
 HD1272
 HD1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8431904160(NAD 83)
 HD1272_MARKER: DS = TRIANGULATION STATION DISK
 HD1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1272_STAMPING: CLELL 1959
 HD1272_MARK LOGO: CGS   
 HD1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1272+STABILITY: SURFACE MOTION
 HD1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1272+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 HD1272
 HD1272  HISTORY     - Date     Condition        Report By
 HD1272  HISTORY     - 1959     MONUMENTED       CGS
 HD1272  HISTORY     - 1960     GOOD             CGS
 HD1272  HISTORY     - 19900301 GOOD             MODNR
 HD1272
 HD1272                          STATION DESCRIPTION
 HD1272
 HD1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1272'THE STATION IS ABOUT 11 MILES SOUTHEAST OF SPRINGFIELD, ABOUT
 HD1272'4-1/4 MILES NORTH OF OZARK, IN THE SE 1/4 OF SECTION 36,-T. 28 N.,
 HD1272'-R. 21 W. AND ON LAND OWNED BY MR. CLELL PORTER.  IT IS 42 FEET
 HD1272'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 30 FEET SOUTH
 HD1272'OF THE CENTERLINE OF A GRAVELED ROAD, 29 FEET SOUTHEAST OF AN 18
 HD1272'INCH MAPLE TREE, 16 FEET SOUTHWEST OF A WITNESS POST AND 14 FEET
 HD1272'WEST OF AN 12 INCH MAPLE TREE.  THE MONUMENT IS 12 INCHES
 HD1272'UNDERGROUND AND THE DISK IS STAMPED CLELL 1959.
 HD1272'
 HD1272'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 HD1272'STATE HIGHWAY 14 AT THE NORTHWEST EDGE OF OZARK AND JUST NORTH
 HD1272'OF FINNEY CREEK BRIDGE, GO NORTHERLY ON HIGHWAY 65 FOR 3.35 MILES
 HD1272'TO A SIDE ROAD RIGHT.  (COUNTY ROAD NN).  TURN RIGHT AND GO
 HD1272'NORTHEAST AND NORTH ON COUNTY ROAD NN FOR 2.6 MILES TO A
 HD1272'CROSSROAD.  TURN RIGHT AND GO SOUTHEAST ON A GRAVELED ROAD FOR
 HD1272'0.8 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 HD1272'
 HD1272'REFERENCE MARK 1 IS 58 FEET SOUTH OF THE CENTERLINE OF THE
 HD1272'GRAVELED ROAD 1 FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE
 HD1272'FRAME HOUSE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 HD1272'STAMPED CLELL NO 1 1959.
 HD1272'
 HD1272'REFERENCE MARK 2 IS 42 FEET NORTHWEST OF THE WITNESS POST, 32 FEET
 HD1272'NORTH OF AN 18 INCH MAPLE TREE AND 16 FEET NORTH OF THE
 HD1272'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 HD1272'DISK IS STAMPED CLELL NO 2 1959.
 HD1272'
 HD1272'THE AZIMUTH MARK IS 24 FEET NORTHEAST OF THE INTERSECTION OF A
 HD1272'T-ROAD, 20 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 3
 HD1272'FEET SOUTHWEST OF A WITNESS POST AND 2 FEET NORTH OF A FENCE CORNER
 HD1272'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLELL 1959.
 HD1272'
 HD1272'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE
 HD1272'GRAVELED ROAD FOR 0.2 MILE TO A SHARP CURVE.  TURN RIGHT AND
 HD1272'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH
 HD1272'MARK ON THE LEFT AS DESCRIBED.
 HD1272'
 HD1272'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HD1272
 HD1272                          STATION RECOVERY (1960)
 HD1272
 HD1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1272'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 HD1272'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HD1272'AND ROUTE TO REACH THE STATION ARE ADEQUATE FOR RECOVERY.
 HD1272'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  DIRECTIONS TO
 HD1272'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE VERIFIED.  A
 HD1272'DIFFERENCE IN DIRECTION TO REFERENCE MARK NO. 1 WAS FOUND.
 HD1272'
 HD1272'NOTE- OBSERVATIONS WERE MADE FROM A 90 FT. TOWER.
 HD1272'
 HD1272'REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HD1272
 HD1272                          STATION RECOVERY (1990)
 HD1272
 HD1272'RECOVERY NOTE BY MO DEPT OF NAT RES 1990 (JMF)
 HD1272'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6627 ***********************************************************************
 AC6627  DESIGNATION -  CLELL RM 2
 AC6627  PID         -  AC6627
 AC6627  STATE/COUNTY-  MO/CHRISTIAN
 AC6627  USGS QUAD   -  OZARK (1975)
 AC6627
 AC6627                         *CURRENT SURVEY CONTROL
 AC6627  ___________________________________________________________________
 AC6627* NAD 83(1997)-  37 05 01.39521(N)    093 10 35.38021(W)     ADJUSTED  
 AC6627* NAVD 88     -       430.5    (meters)    1412.     (feet)  GPS OBS   
 AC6627  ___________________________________________________________________
 AC6627  X           -    -282,307.877 (meters)                     COMP
 AC6627  Y           -  -5,086,888.841 (meters)                     COMP
 AC6627  Z           -   3,825,051.504 (meters)                     COMP
 AC6627  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AC6627  ELLIP HEIGHT-         401.57  (meters)          (02/17/00) GPS OBS
 AC6627  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AC6627
 AC6627  HORZ ORDER  -  FIRST
 AC6627  ELLP ORDER  -  FOURTH    CLASS I
 AC6627
 AC6627.The horizontal coordinates were established by GPS observations
 AC6627.and adjusted by the National Geodetic Survey in February 2000..
 AC6627
 AC6627.The orthometric height was determined by GPS observations and a
 AC6627.high-resolution geoid model.
 AC6627
 AC6627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6627
 AC6627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6627
 AC6627.The ellipsoidal height was determined by GPS observations
 AC6627.and is referenced to NAD 83.
 AC6627
 AC6627.The geoid height was determined by GEOID03.
 AC6627
 AC6627;                    North         East     Units Scale Factor Converg.
 AC6627;SPC MO C     -   138,957.286   439,853.803   MT  0.99997788   -0 24 28.5
 AC6627;UTM  15      - 4,104,174.435   484,313.441   MT  0.99960303   -0 06 23.1
 AC6627
 AC6627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6627!SPC MO C     -   0.99993699  x   0.99997788  =   0.99991487
 AC6627!UTM  15      -   0.99993699  x   0.99960303  =   0.99954004
 AC6627
 AC6627                          SUPERSEDED SURVEY CONTROL
 AC6627
 AC6627  NAD 83(1997)-  37 05 01.39545(N)    093 10 35.38004(W) AD(       ) 1
 AC6627  NAD 83(1986)-  37 05 01.40809(N)    093 10 35.38045(W) AD(       ) 1
 AC6627
 AC6627.Superseded values are not recommended for survey control.
 AC6627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6627.See file dsdata.txt to determine how the superseded data were derived.
 AC6627
 AC6627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8431304174(NAD 83)
 AC6627_MARKER: DR = REFERENCE MARK DISK
 AC6627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6627_STAMPING: CLELL NO 2 1959
 AC6627_MARK LOGO: CGS   
 AC6627_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6627+STABILITY: SURFACE MOTION
 AC6627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6627+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1996
 AC6627
 AC6627  HISTORY     - Date     Condition        Report By
 AC6627  HISTORY     - 1959     MONUMENTED       CGS
 AC6627  HISTORY     - 19960823 GOOD             MODNR
 AC6627
 AC6627                          STATION DESCRIPTION
 AC6627
 AC6627'DESCRIBED BY MO DEPT OF NAT RES 1996
 AC6627'THE STATION IS A CGS BRASS CAP STAMPED -CLELL N0 2 1959- SET IN A
 AC6627'CONCRETE POST PROJECTING 4 INCHES AND IS LOCATED IN SECTION 36,
 AC6627'TOWNSHIP 28 NORTH, RANGE 21 WEST IN CHRISTIAN COUNTY, MISSOURI.  IT IS
 AC6627'16.5 FT (5.0 M) NORTH OF THE CENTERLINE OF CHRISTIAN COUNTY ROAD
 AC6627'-NN5-, 1.2 FT (0.4 M) NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 92 FT
 AC6627'(28.0 M) WEST OF A DRIVEWAY, 50.51 FT (15.40 M) NORTHWEST OF STATION
 AC6627'CLELL 1959, 84.67 FT (25.81 M) NORTHEAST OF REFERENCE MONUMENT CLELL
 AC6627'NO 1 AND 1.2 FT (0.4 M) NORTH OF A CARSONIT POST AND WITNESS SIGN. TO
 AC6627'REACH THE STATION FROM THE INTERCHANGE OF U.S.  HIGHWAY 65 AND U.S.
 AC6627'HIGHWAY 60 SOUTHEAST OF SPRINGFIELD GO EAST ON HIGHWAY 60 2.3 MI (3.7
 AC6627'KM) TO CROSSROADS WITH MISSOURI HIGHWAY -NN- TURN RIGHT AND GO SOUTH
 AC6627'ON -NN- 2.5 MI (4.0 KM) TO CROSSROADS WITH COUNTY ROAD -NN5-.  TURN
 AC6627'LEFT AND GO EAST ON COUNTY ROAD -NN5- 0.8 MI (1.3 KM) TO TOP OF HILL
 AC6627'AND THE STATION ON THE LEFT AS DESCRIBED. CLELL RM 2 IS BEING USING AS
 AC6627'AN ECCENTRIC STATION BECAUSE THE MAIN STATION, -CLELL 1959-, IS
 AC6627'BENEATH TREES AND IS NOT SUITABLE FOR GPS OBSERVATIONS. DATE OF REPORT
 AC6627'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1027 ***********************************************************************
 HD1027  DESIGNATION -  CLEMENTINE
 HD1027  PID         -  HD1027
 HD1027  STATE/COUNTY-  MO/PHELPS
 HD1027  USGS QUAD   -  DEVILS ELBOW (1985)
 HD1027
 HD1027                         *CURRENT SURVEY CONTROL
 HD1027  ___________________________________________________________________
 HD1027* NAD 83(1997)-  37 52 03.58968(N)    092 01 10.20972(W)     ADJUSTED  
 HD1027* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 HD1027  ___________________________________________________________________
 HD1027  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 HD1027  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HD1027
 HD1027  HORZ ORDER  -  FIRST
 HD1027
 HD1027.The horizontal coordinates were established by classical geodetic methods
 HD1027.and adjusted by the National Geodetic Survey in February 2000..
 HD1027
 HD1027.The orthometric height was scaled from a topographic map.
 HD1027
 HD1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1027
 HD1027.The geoid height was determined by GEOID03.
 HD1027
 HD1027;                    North         East     Units Scale Factor Converg.
 HD1027;SPC MO C     -   225,853.338   542,276.292   MT  0.99995534   +0 17 41.8
 HD1027;UTM  15      - 4,191,585.195   586,240.557   MT  0.99969160   +0 36 06.9
 HD1027
 HD1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1027!SPC MO C     -   0.99995398  x   0.99995534  =   0.99990932
 HD1027!UTM  15      -   0.99995398  x   0.99969160  =   0.99964560
 HD1027
 HD1027|---------------------------------------------------------------------|
 HD1027| PID    Reference Object                     Distance      Geod. Az  |
 HD1027|                                                           dddmmss.s |
 HD1027| CN6645 CLEMENTINE RM 1                      45.193 METERS 01512     |
 HD1027| HC0903 TULSA ST LOUIS AWY BCN 59           APPROX. 8.5 KM 0351102.2 |
 HD1027| HC0902 NEWBURG                             APPROX.10.8 KM 0813753.7 |
 HD1027| CN6646 CLEMENTINE RM 2                      48.100 METERS 09623     |
 HD1027| HD1058 FORT LEONARD WOOD CONCRETE TK       APPROX.17.7 KM 2134345.6 |
 HD1027| HD1037 FORT LEONARD WOOD STEEL TK          APPROX.15.2 KM 2175043.2 |
 HD1027| HD1028 FORT LEONARD WOOD LOOKOUT TWR       APPROX. 9.8 KM 2401735.0 |
 HD1027| CN6644 CLEMENTINE AZ MK                                   2545844.2 |
 HD1027|---------------------------------------------------------------------|
 HD1027
 HD1027                          SUPERSEDED SURVEY CONTROL
 HD1027
 HD1027  NAD 83(1986)-  37 52 03.60380(N)    092 01 10.20707(W) AD(       ) 1
 HD1027  NAD 27      -  37 52 03.45400(N)    092 01 09.61900(W) AD(       ) 1
 HD1027
 HD1027.Superseded values are not recommended for survey control.
 HD1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1027.See file dsdata.txt to determine how the superseded data were derived.
 HD1027
 HD1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8624191585(NAD 83)
 HD1027_MARKER: DS = TRIANGULATION STATION DISK
 HD1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1027+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 HD1027
 HD1027  HISTORY     - Date     Condition        Report By
 HD1027  HISTORY     - 1946     MONUMENTED       CGS
 HD1027  HISTORY     - 1947     GOOD             CGS
 HD1027  HISTORY     - 1980     GOOD             NGS
 HD1027  HISTORY     - 20040521 GOOD             INDIV
 HD1027
 HD1027                          STATION DESCRIPTION
 HD1027
 HD1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1027'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF
 HD1027'WAYNESVILLE AND 4-1/2 MILES SOUTHWEST OF ARLINGTON ON ROAD
 HD1027'RIGHT-OF-WAY, 0.1 MILE SOUTHEAST OF U.S. HIGHWAY 66.  POINT
 HD1027'SELECTED IS IN THE SOUTHWEST ANGLE OF INTERSECTION, 31 FEET SOUTH
 HD1027'OF A TELEPHONE POLE, 99 FEET SOUTH-SOUTHEAST OF A SIGN ROLLA 18,
 HD1027'89.34 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF AN OLD HIGHWAY
 HD1027'AND COUNTY ROUTE J AND 6 FEET NORTH OF A WITNESS POST.  THE
 HD1027'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CLEMENTINE 1946.
 HD1027'
 HD1027'REFERENCE MARK NO. 1 IS 148.27 FEET NORTH OF THE STATION.  IT IS
 HD1027'51 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF OLD
 HD1027'HIGHWAY.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HD1027'CLEMENTINE NO 1 1946.
 HD1027'
 HD1027'REFERENCE MARK NO. 2 IS 157.81 FEET EAST OF THE STATION.  IT IS
 HD1027'39 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY
 HD1027'ROUTE J.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HD1027'CLEMENTINE NO 2 1946.
 HD1027'
 HD1027'THE AZIMUTH MARK IS APPROXIMATLY 0.25 MILE WEST OF THE STATION.
 HD1027'IT IS 76 FEET NORTH OF THE CENTERLINE OF THE NORTH LANE OF
 HD1027'U.S. HIGHWAY 66, 47 FEET EAST OF A TELEPHONE POLE AND 4 FEET
 HD1027'EAST OF A WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK
 HD1027'STAMPED CLEMENTINE 1946.
 HD1027'
 HD1027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 HD1027'STATE HIGHWAY 17 IN THE EAST EDGE OF WAYNESVILLE, GO EASTERLY
 HD1027'ON U.S. HIGHWAY 66 FOR 3.25 MILES TO A PAVED ROAD RIGHT LEADING
 HD1027'TO FORT LEONARD WOOD.  CONTINUE ON U.S. HIGHWAY 66 FOR 8.0 MILES
 HD1027'TO FORK OF OLD HIGHWAY TO THE RIGHT.  BEAR RIGHT ON OLD HIGHWAY
 HD1027'FOR 0.1 MILE TO T ROAD RIGHT AND STATION AS DESCRIBED.
 HD1027'
 HD1027'THE INTERSECTION OF A GRAVELED ROAD OR COUNTY ROUTE J AND THE
 HD1027'OLD HIGHWAY WAS USED AS A PICTURE POINT.  DISTANCE-89.34 FEET
 HD1027'NORTH-NORTHEAST OF THE STATION.
 HD1027'
 HD1027'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1027
 HD1027                          STATION RECOVERY (1947)
 HD1027
 HD1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HD1027'THE STATION WAS RECOVERED AS DESCRIBED BY R.A.M. IN 1946 AND ALL
 HD1027'MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO MARKS WERE
 HD1027'CHECKED AND FOUND TO BE CORRECT.  A COMPLETE NEW DESCRIPTION
 HD1027'FOLLOWS.
 HD1027'
 HD1027'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF
 HD1027'WAYNESVILLE, ABOUT 4-1/2 MILES SOUTHWEST OF ARLINGTON, ON THE
 HD1027'OLD HIGHWAY RIGHT-OF-WAY, ABOUT 0.1 MILE SOUTHEAST OF THE NEW
 HD1027'U.S. HIGHWAY 66.  IT IS IN THE SOUTHEAST CORNER OF THE
 HD1027'INTERSECTION OF THE OLD HIGHWAY AND COUNTY ROUTE J, 31 FEET SOUTH
 HD1027'OF A TELEPHONE POLE, 99 FEET SOUTH-SOUTHEAST OF A SIGN ROLLA 18,
 HD1027'89 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF ROADS,
 HD1027'AND 6 FEET NORTH OF A WITNESS POST.  THE DISK IS STAMPED
 HD1027'CLEMENTINE 1946 AND PROJECTS 4 INCHES.
 HD1027'
 HD1027'REFERENCE MARK NO. 1 IS 148.27 FEET NORTH OF THE STATION, 51 FEET
 HD1027'NORTH OF THE CENTERLINE OF THE OLD HIGHWAY, AND PROJECTS 2 INCHES.
 HD1027'THE DISK IS STAMPED CLEMENTINE NO 1 1946.
 HD1027'
 HD1027'REFERENCE MARK NO. 2 IS 157.81 FEET EAST OF THE STATION, AND 39
 HD1027'FEET EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROUTE J.  THE DISK
 HD1027'IS STAMPED CLEMENTINE NO 2 1946 AND PROJECTS 2 INCHES.
 HD1027'
 HD1027'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WEST OF THE STATION,
 HD1027'76 FEET NORTH OF THE NORTH HALF OF U.S. HIGHWAY 66,47 FEET EAST
 HD1027'OF A TELEPHONE POLE, AND 4 FEET EAST OF A WITNESS POST.  THE
 HD1027'DISK IS STAMPED CLEMENTINE 1946 AND PROJECTS 1 INCH.
 HD1027'
 HD1027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 HD1027'STATE ROUTE 17 IN THE EAST EDGE OF WAYNESVILLE, GO EASTERLY ON
 HD1027'U.S. HIGHWAY 66 FOR 11.25 MILE TO FORK OF THE OLD HIGHWAY TO
 HD1027'THE RIGHT.  TURN RIGHT ON THE OLD HIGHWAY AND GO 0.1 MILE TO
 HD1027'A SIDE ROAD RIGHT (COUNTY ROUTE J) AND THE STATION AS DESCRIBED.
 HD1027'
 HD1027'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.1 MILE
 HD1027'TO U.S. HIGHWAY 66, CROSS OVER TO THE NORTH LANE AND GO 0.15 MILE
 HD1027'TO THE MARK ON THE RIGHT AS DESCRIBED.
 HD1027'
 HD1027'OBSERVATIONS TAKEN FROM AN 87 FOOT STEEL TOWER.
 HD1027
 HD1027                          STATION RECOVERY (1980)
 HD1027
 HD1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HD1027'SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 HD1027'1, 2 AND THE AZIMUTH MARK WERE SEARCHED FOR AND NOT FOUND.  IT IS
 HD1027'BELIEVED THEY WERE DESTROYED DURING THE CONSTRUCTION OF INTERSTATE
 HD1027'HIGHWAY 44 AND AN INTERCHANGE FOR STATE ROAD J.  REFERENCE MARKS 3
 HD1027'AND 4 WERE ESTABLISHED BUT THERE WAS NO SUITABLE LOCATION FOR AN
 HD1027'AZIMUTH MARK DUE TO TREES.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HD1027'
 HD1027'THE STATION IS ABOUT 9 MILES NORTHEAST OF ST ROBERT, 4-1/2 MILES
 HD1027'SOUTHWEST OF ARLINGTON AND AT THE JUNCTION OF INTERSTATE HIGHWAY 44
 HD1027'AND STATE ROAD J AND BETWEEN STATE ROADS J AND Z.
 HD1027'
 HD1027'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 AND
 HD1027'INTERSTATE HIGHWAY 44, ABOUT 4 MILES NORTHEAST OF ST ROBERT, GO
 HD1027'NORTHEAST ON THE INTERSTATE HIGHWAY FOR 5.3 MILES TO STATE ROAD J AND
 HD1027'THE STATION IN THE SOUTHWEST ANGLE OF THE JUNCTION AND NORTHWEST OF
 HD1027'THE JUNCTION OF STATE ROADS J AND Z.  ROAD Z RUNS PARALLEL TO, AND
 HD1027'ALONG THE SOUTHEAST SIDE OF, THE INTERSTATE HIGHWAY.
 HD1027'
 HD1027'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---CLEMENTINE
 HD1027'1946---SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1
 HD1027'INCH.  THE MARK IS IN A WOODED AREA, 180 FEET NORTHWEST OF THE
 HD1027'CENTERLINE OF ROAD Z, 153.6 FEET SOUTH OF A STOP SIGN AT THE
 HD1027'EAST-BOUND OFF RAMP FOR ROAD J, 149.0 FEET SOUTHWEST OF THE
 HD1027'CENTERLINE OF ROAD J, 26.5 FEET SOUTHWEST OF A WITNESS POST AND 2.5
 HD1027'FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 HD1027'INSPECTED.  A LENGTH OF METAL REBAR WAS DRIVEN ALONG SIDE THE SURFACE
 HD1027'MARK.
 HD1027'
 HD1027'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---CLEMENTINE 1946 NO 3
 HD1027'1980---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 HD1027'INCHES.  IT IS AT THE NORTHEAST EDGE OF THE WOODS, 181.0 FEET
 HD1027'NORTHWEST OF THE CENTERLINE OF ROAD Z, 123.0 FEET SOUTHWEST OF THE
 HD1027'THE CENTERLINE OF ROAD J, 1.9 FEET SOUTHEAST OF A WITNESS POST AND IS
 HD1027'ABOUT 1.5 FEET HIGHER THAN THE STATION.  A LENGTH OF METAL REBAR IS
 HD1027'IMBEDDED IN THE MONUMENT.
 HD1027'
 HD1027'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---CLEMENTINE 1946 NO 4
 HD1027'1980---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 HD1027'INCHES.  IT IS IN THE WOODED AREA, 155.5 FEET NORTHWEST OF THE
 HD1027'CENTERLINE OF ROAD Z, 150.0 FEET SOUTHWEST OF THE CENTERLINE OF ROAD
 HD1027'J, 38.5 FEET SOUTH OF A WITNESS POST, 26.9 FEET SOUTHEAST OF A WITNESS
 HD1027'POST AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.  A LENGTH OF METAL
 HD1027'REBAR IS IMBEDDED IN THE MONUMENT.
 HD1027'
 HD1027'THE UNIDENTIFIED MAST NOTED IS THE TALLER OF THE TWO MASTS AND HAS
 HD1027'NUMEROUS ANTENNAS MOUNTED ON IT.  THE UNIDENTIFIED MICROWAVE MAST IS
 HD1027'THE SHORTER OF THE TWO AND HAS FEED HORNS MOUNTED NEAR THE
 HD1027'TOP.  NEITHER OF THE TWO MASTS WERE FOUND TO BE LIGHTED, PREVENTING AN
 HD1027'ASTRONOMIC AZIMUTH BEING OBSERVED.  ADDITIONALLY POLARIS WAS NOT
 HD1027'VISIBLE DUE TO TREE FOLIAGE.  THE STATION WILL BE VISITED WHEN FOLIAGE
 HD1027'IS GONE AND PERHAPS A LIGHTED MAST TO THE NORTH AND POLARIS WILL BE
 HD1027'VISIBLE.
 HD1027
 HD1027                          STATION RECOVERY (2004)
 HD1027
 HD1027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RLT)
 HD1027'RECOVERED PER MO DNR DESCRIPTION, 149 FEET SOUTHWEST OF THE CENTERLINE
 HD1027'OF HIGHWAY J ,AND 180 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY Z,
 HD1027'STAION IS SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1307 ***********************************************************************
 HD1307  DESIGNATION -  CLEVER
 HD1307  PID         -  HD1307
 HD1307  STATE/COUNTY-  MO/CHRISTIAN
 HD1307  USGS QUAD   -  REPUBLIC (1975)
 HD1307
 HD1307                         *CURRENT SURVEY CONTROL
 HD1307  ___________________________________________________________________
 HD1307* NAD 83(1997)-  37 02 17.21548(N)    093 29 28.81060(W)     ADJUSTED  
 HD1307* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 HD1307  ___________________________________________________________________
 HD1307  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 HD1307  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 HD1307
 HD1307  HORZ ORDER  -  FIRST
 HD1307
 HD1307.The horizontal coordinates were established by classical geodetic methods
 HD1307.and adjusted by the National Geodetic Survey in February 2000..
 HD1307
 HD1307.The orthometric height was scaled from a topographic map.
 HD1307
 HD1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1307
 HD1307.The geoid height was determined by GEOID03.
 HD1307
 HD1307;                    North         East     Units Scale Factor Converg.
 HD1307;SPC MO C     -   134,141.860   411,808.226   MT  1.00002911   -0 35 49.8
 HD1307;SPC MO W     -    97,174.962   939,734.015   MT  1.00004034   +0 36 27.4
 HD1307;UTM  15      - 4,099,213.504   456,304.513   MT  0.99962352   -0 17 45.5
 HD1307
 HD1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1307!SPC MO C     -   0.99993707  x   1.00002911  =   0.99996617
 HD1307!SPC MO W     -   0.99993707  x   1.00004034  =   0.99997740
 HD1307!UTM  15      -   0.99993707  x   0.99962352  =   0.99956061
 HD1307
 HD1307:                Primary Azimuth Mark                     Grid Az
 HD1307:SPC MO C     -  REPUBLIC MUNICIPAL TANK                  007 04 25.0
 HD1307:SPC MO W     -  REPUBLIC MUNICIPAL TANK                  005 52 07.8
 HD1307:UTM  15      -  REPUBLIC MUNICIPAL TANK                  006 46 20.7
 HD1307
 HD1307|---------------------------------------------------------------------|
 HD1307| PID    Reference Object                     Distance      Geod. Az  |
 HD1307|                                                           dddmmss.s |
 HD1307| HD1305 REPUBLIC MUNICIPAL TANK             APPROX. 8.7 KM 0062835.2 |
 HD1307| CN6649 CLEVER AZ MK                                       0921320.9 |
 HD1307| CN6650 CLEVER RM 1                          23.499 METERS 17939     |
 HD1307| CN6651 CLEVER RM 2                          28.068 METERS 27206     |
 HD1307| HD1344 BILLINGS MUNICIPAL TANK             APPROX. 6.3 KM 3003500.1 |
 HD1307|---------------------------------------------------------------------|
 HD1307
 HD1307                          SUPERSEDED SURVEY CONTROL
 HD1307
 HD1307  NAD 83(1997)-  37 02 17.21636(N)    093 29 28.81076(W) AD(       ) 1
 HD1307  NAD 83(1997)-  37 02 17.22609(N)    093 29 28.81105(W) AD(       ) 1
 HD1307  NAD 83(1986)-  37 02 17.22701(N)    093 29 28.81018(W) AD(       ) 1
 HD1307  NAD 27      -  37 02 17.02950(N)    093 29 28.10870(W) AD(       ) 1
 HD1307
 HD1307.Superseded values are not recommended for survey control.
 HD1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1307.See file dsdata.txt to determine how the superseded data were derived.
 HD1307
 HD1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5630599214(NAD 83)
 HD1307_MARKER: DS = TRIANGULATION STATION DISK
 HD1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1307
 HD1307  HISTORY     - Date     Condition        Report By
 HD1307  HISTORY     - 1959     MONUMENTED       CGS
 HD1307  HISTORY     - 1960     GOOD             CGS
 HD1307
 HD1307                          STATION DESCRIPTION
 HD1307
 HD1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1307'THE STATION IS ABOUT 3/4 MILE NORTH AND 1 MILE WEST OF CLEVER,
 HD1307'IN THE SOUTHEAST 1/4 OF SEC. 18, T. 27 N, R. 23 W, AND ON THE
 HD1307'ROAD RIGHT-OF-WAY.  IT IS 50 FEET WEST OF A TELEPHONE POLE, 38
 HD1307'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 14, 37 FEET
 HD1307'SOUTHWEST OF A POWER POLE, 30 FEET WEST OF A WEST GATE POST AT A
 HD1307'FENCE CORNER, 2 FEET SOUTH OF A WIRE FENCE AND 2 FEET NORTHEAST
 HD1307'OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HD1307'CLEVER 1959.
 HD1307'
 HD1307'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND
 HD1307'COUNTY ROADS P AND K, ABOUT 0.5 MILE NORTH OF THE SCHOOL IN
 HD1307'CLEVER, GO WEST ON HIGHWAY 14 FOR 0.15 MILE TO THE AZIMUTH MARK
 HD1307'ON THE LEFT.  CONTINUE WEST ON HIGHWAY 14 FOR 0.85 MILE TO THE
 HD1307'STATION ON THE RIGHT AS DESCRIBED.
 HD1307'
 HD1307'REFERENCE MARK 1 IS 39 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 HD1307'15 FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF A WIRE FENCE.
 HD1307'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED CLEVER NO
 HD1307'1 1959.
 HD1307'REFERENCE MARK 2 IS 39 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 HD1307'14, 13 FEET EAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A WIRE
 HD1307'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLEVER NO 2
 HD1307'1959.
 HD1307'
 HD1307'THE AZIMUTH MARK IS 215 FEET WEST OF A FENCE CORNER, 118 FEET
 HD1307'SOUTHEAST OF A TELEPHONE POLE, 39 FEET SOUTH OF THE CENTERLINE
 HD1307'OF HIGHWAY 14, 3 FEET SOUTHWEST OF A WITNESS POST AND 1 FOOT
 HD1307'NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 HD1307'IS STAMPED CLEVER 1959.
 HD1307'
 HD1307'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1307
 HD1307                          STATION RECOVERY (1960)
 HD1307
 HD1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1307'ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED, THE DIRECTIONS
 HD1307'WERE VERIFIED AND THE DESCRIPTION IS ENTIRELY ADEQUATE.  THE
 HD1307'DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE .01 FOOT LONGER
 HD1307'THAN THE 1959 MEASUREMENT.  THE DISTANCE TO REFERENCE MARK NO. 2
 HD1307'WAS FOUND TO BE .04 FOOT LONGER THAN THE 1959 MEASUREMENT.
 HD1307'
 HD1307'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1081 ***********************************************************************
 KD1081  DESIGNATION -  CLIFTON
 KD1081  PID         -  KD1081
 KD1081  STATE/COUNTY-  MO/CHARITON
 KD1081  USGS QUAD   -  CLIFTON HILL (1979)
 KD1081
 KD1081                         *CURRENT SURVEY CONTROL
 KD1081  ___________________________________________________________________
 KD1081* NAD 83(1997)-  39 26 15.25755(N)    092 43 15.36332(W)     ADJUSTED  
 KD1081* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 KD1081  ___________________________________________________________________
 KD1081  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 KD1081  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KD1081
 KD1081  HORZ ORDER  -  SECOND
 KD1081
 KD1081.The horizontal coordinates were established by classical geodetic methods
 KD1081.and adjusted by the National Geodetic Survey in February 2000..
 KD1081
 KD1081.The orthometric height was scaled from a topographic map.
 KD1081
 KD1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1081
 KD1081.The geoid height was determined by GEOID03.
 KD1081
 KD1081;                    North         East     Units Scale Factor Converg.
 KD1081;SPC MO C     -   400,029.893   480,980.959   MT  0.99993779   -0 08 25.2
 KD1081;UTM  15      - 4,365,373.347   524,015.266   MT  0.99960710   +0 10 38.2
 KD1081
 KD1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1081!SPC MO C     -   0.99996945  x   0.99993779  =   0.99990724
 KD1081!UTM  15      -   0.99996945  x   0.99960710  =   0.99957656
 KD1081
 KD1081:                Primary Azimuth Mark                     Grid Az
 KD1081:SPC MO C     -  CLIFTON AZ MK                            095 25 35.1
 KD1081:UTM  15      -  CLIFTON AZ MK                            095 06 31.7
 KD1081
 KD1081|---------------------------------------------------------------------|
 KD1081| PID    Reference Object                     Distance      Geod. Az  |
 KD1081|                                                           dddmmss.s |
 KD1081| CK7063 CLIFTON AZ MK                                      0951709.9 |
 KD1081| CK7064 CLIFTON RM 1                         22.052 METERS 13344     |
 KD1081| KD1100 SALISBURY ST JOSEPH CATH CH         APPROX. 7.4 KM 2591529.3 |
 KD1081| CK7065 CLIFTON RM 2                         25.493 METERS 27457     |
 KD1081|---------------------------------------------------------------------|
 KD1081
 KD1081                          SUPERSEDED SURVEY CONTROL
 KD1081
 KD1081  NAD 83(1986)-  39 26 15.26145(N)    092 43 15.36856(W) AD(       ) 2
 KD1081  NAD 27      -  39 26 15.15340(N)    092 43 14.69960(W) AD(       ) 2
 KD1081
 KD1081.Superseded values are not recommended for survey control.
 KD1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1081.See file dsdata.txt to determine how the superseded data were derived.
 KD1081
 KD1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2401565373(NAD 83)
 KD1081_MARKER: DS = TRIANGULATION STATION DISK
 KD1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1081
 KD1081  HISTORY     - Date     Condition        Report By
 KD1081  HISTORY     - 1948     MONUMENTED       CGS
 KD1081  HISTORY     - 1963     GOOD             CGS
 KD1081  HISTORY     - 1966     GOOD             CGS
 KD1081  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1081
 KD1081                          STATION DESCRIPTION
 KD1081
 KD1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1081'STATION IS LOCATED ABOUT 5 MILES EAST NORTHEAST OF SALISBURY AND 3
 KD1081'MILES WEST OF CLIFTON HILL ON TOP OF A BANK ALONG THE NORTH SIDE OF
 KD1081'U.S. HIGHWAY 24.  STATION IS 41 FEET WEST SOUTHWEST OF GATE POST,
 KD1081'31 FEET NORTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY AND 16
 KD1081'FEET SOUTH OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 KD1081'DISK IS STAMPED CLIFTON 1948.
 KD1081'
 KD1081'REFERENCE MARK NO. 1 IS 72.35 FEET SOUTHEAST OF STATION, 12 FEET
 KD1081'NORTH OF EDGE OF BANK AND 4 FEET SOUTH OF FENCECORNER.  THE MARK
 KD1081'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED CLIFTON NO 1 1948.
 KD1081'
 KD1081'REFERENCE MARK NO. 2 IS 83.64 FEET WEST NORTHWEST OF STATION, 43
 KD1081'FEET NORTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY AND 1 FOOT
 KD1081'SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 KD1081'STAMPED CLIFTON NO 2 1948.
 KD1081'
 KD1081'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE EAST OF STATION, 60 FEET
 KD1081'NORTH OF FENCELINE, 56 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 KD1081'U.S. HIGHWAY 24 AND 2.5 FEET NORTH NORTHEAST OF TELEPHONE POLE.
 KD1081'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED CLIFTON
 KD1081'1948.
 KD1081'
 KD1081'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE ROUTE 3
 KD1081'JUST SOUTH OF CLIFTON HILL GO WEST ON U.S. HIGHWAY 24 FOR 2.4 MILES
 KD1081'TO AZIMUTH MARK ON THE LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 KD1081'CONTINUE WEST FOR 0.65 MILE TO DRIVEWAY ON RIGHT OR NORTH SIDE OF
 KD1081'ROAD.  TURN SHARP RIGHT AND GO EAST TO TOP OF BANK AND TO STATION
 KD1081'ON LEFT OR NORTH SIDE OF DRIVEWAY AS DESCRIBED.
 KD1081'
 KD1081'A 74 FOOT SIGNAL AT STATION CHARITON SOUTH BASE IS VISIBLE FROM THE
 KD1081'GROUND.
 KD1081'
 KD1081'AN 87 FOOT SIGNAL AT STATION PRAIRIE IS VISIBLE AT 64 FEET.
 KD1081'
 KD1081'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD1081
 KD1081                          STATION RECOVERY (1963)
 KD1081
 KD1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KD1081'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KD1081'GOOD CONDITION.  THE 1948 DESCRIPTION IS ADEQUATE.
 KD1081
 KD1081                          STATION RECOVERY (1966)
 KD1081
 KD1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1081'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KD1081'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KD1081'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KD1081'
 KD1081'A METAL WITNESS POST WAS SET 15.5 FEET NORTH OF THE STATION MARK.
 KD1081'
 KD1081'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KD1081
 KD1081                          STATION RECOVERY (1990)
 KD1081
 KD1081'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0882 ***********************************************************************
 JD0882  DESIGNATION -  CLIFTON CITY
 JD0882  PID         -  JD0882
 JD0882  STATE/COUNTY-  MO/COOPER
 JD0882  USGS QUAD   -  CLIFTON CITY (1979)
 JD0882
 JD0882                         *CURRENT SURVEY CONTROL
 JD0882  ___________________________________________________________________
 JD0882* NAD 83(1997)-  38 46 30.94309(N)    093 02 27.18614(W)     ADJUSTED  
 JD0882* NAVD 88     -       254.832  (meters)     836.06   (feet)  ADJUSTED  
 JD0882  ___________________________________________________________________
 JD0882  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 JD0882  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0882  DYNAMIC HT  -         254.664 (meters)     835.51  (feet)  COMP
 JD0882  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 JD0882
 JD0882  HORZ ORDER  -  SECOND
 JD0882  VERT ORDER  -  SECOND    CLASS 0
 JD0882
 JD0882.The horizontal coordinates were established by classical geodetic methods
 JD0882.and adjusted by the National Geodetic Survey in February 2000..
 JD0882
 JD0882.The orthometric height was determined by differential leveling
 JD0882.and adjusted by the National Geodetic Survey in June 1991..
 JD0882
 JD0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0882
 JD0882.The geoid height was determined by GEOID03.
 JD0882
 JD0882.The dynamic height is computed by dividing the NAVD 88
 JD0882.geopotential number by the normal gravity value computed on the
 JD0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0882.degrees latitude (g = 980.6199 gals.).
 JD0882
 JD0882.The modeled gravity was interpolated from observed gravity values.
 JD0882
 JD0882;                    North         East     Units Scale Factor Converg.
 JD0882;SPC MO C     -   326,622.474   453,000.195   MT  0.99996053   -0 20 19.5
 JD0882;UTM  15      - 4,291,838.437   496,448.521   MT  0.99960016   -0 01 32.2
 JD0882
 JD0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0882!SPC MO C     -   0.99996515  x   0.99996053  =   0.99992568
 JD0882!UTM  15      -   0.99996515  x   0.99960016  =   0.99956532
 JD0882
 JD0882|---------------------------------------------------------------------|
 JD0882| PID    Reference Object                     Distance      Geod. Az  |
 JD0882|                                                           dddmmss.s |
 JD0882| JD0883 CLIFTON CITY RM 2                    30.890 METERS 06851     |
 JD0882| JD0884 CLIFTON CITY AZ MK RESET                           1830147.9 |
 JD0882| CN6652 CLIFTON CITY AZ MK                                 2101550.0 |
 JD0882| JD0881 N 189                                15.241 METERS 34521     |
 JD0882|---------------------------------------------------------------------|
 JD0882
 JD0882                          SUPERSEDED SURVEY CONTROL
 JD0882
 JD0882  NAD 83(1997)-  38 46 30.95125(N)    093 02 27.18831(W) AD(       ) 2
 JD0882  NAD 83(1986)-  38 46 30.95227(N)    093 02 27.18827(W) AD(       ) 2
 JD0882  NAD 27      -  38 46 30.88292(N)    093 02 26.47243(W) AD(       ) 2
 JD0882  NGVD 29 (??/??/92)  254.742  (m)          835.77   (f) ADJ UNCH    2 0
 JD0882
 JD0882.Superseded values are not recommended for survey control.
 JD0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0882.See file dsdata.txt to determine how the superseded data were derived.
 JD0882
 JD0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC9644991838(NAD 83)
 JD0882_MARKER: DS = TRIANGULATION STATION DISK
 JD0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0882_STAMPING: CLIFTON CITY 1949
 JD0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0882+STABILITY: SURFACE MOTION
 JD0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD0882+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2000
 JD0882
 JD0882  HISTORY     - Date     Condition        Report By
 JD0882  HISTORY     - 1949     MONUMENTED       CGS
 JD0882  HISTORY     - 1962     GOOD             CGS
 JD0882  HISTORY     - 1963     GOOD             NGS
 JD0882  HISTORY     - 20000413 GOOD             LOCENG
 JD0882
 JD0882                          STATION DESCRIPTION
 JD0882
 JD0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD0882'STATION IS LOCATED ABOUT 3/4 MILE NORTH OF CLIFTON CITY IN
 JD0882'THE NORTHWEST 1/4 OF SEC. 8, T. 46 N., R. 19 W., 78 FEET EAST
 JD0882'OF A REA POWER POLE, 51 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 JD0882'CORNER OF A CATHOLIC CEMETERY FENCE, 46 FEET EAST OF THE
 JD0882'CENTERLINE OF COUNTY ROUTE E AND 14 FEET EAST OF FENCE ON LAND
 JD0882'OWNED BY MR. OSCAR DOVE.  THE MARK IS 12 INCHES BELOW THE
 JD0882'SURFACE OF THE GROUND AND THE DISC IS STAMPED CLIFTON CITY
 JD0882'1949.
 JD0882'
 JD0882'BENCH MARK N 189 1946 (R.M. NO. 1) IS 34 FEET EAST OF THE
 JD0882'CENTERLINE OF COUNTY ROUTE E, 2 FEET SOUTH OF THE SOUTHWEST
 JD0882'CORNER OF CATHOLIC CEMETERY AND 1 FOOT NORTH OF A USBM WITNESS
 JD0882'POST.  THE MARK IS A STANDARD USC AND GS BM DISC SET IN A CONCRETE
 JD0882'POST WHICH IS 12 INCHES SQUARE AT THE TOP AND PROJECTS 2
 JD0882'INCHES.  IT IS STAMPED N 189 1946.
 JD0882'
 JD0882'REFERENCE MARK NO. 2 IS 66 FEET WEST OF THE SOUTHEAST CORNER
 JD0882'OF CEMETERY AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 JD0882'4 INCHES AND THE DISC IS STAMPED CLIFTON CITY NO 2 1949.
 JD0882'
 JD0882'THE AZIMUTH MARK IS 39 FEET NORTHEAST OF THE FIRST TREE ON
 JD0882'THE LEFT OR SOUTH SIDE OF TRACK ROAD LEADING TO FARM, 18 FEET
 JD0882'NORTH OF THE TRACK ROAD AND 2.5 FEET NORTH OF FENCE.  THE MARK
 JD0882'PROJECTS 4 INCHES AND THE DISC IS STAMPED CLIFTON CITY 1949.
 JD0882'
 JD0882'TO REACH THE STATION FROM THE CROSSING JUST WEST OF THE RAILROAD
 JD0882'DEPOT IN CLIFTON CITY, GO NORTH FOR 0.65 MILE TO A TRACK
 JD0882'ROAD LEFT OR WEST.  (THE AZIMUTH MARK IS 0.1 MILE WEST ON THE
 JD0882'RIGHT SIDE OF THIS TRACK ROAD).  CONTINUE NORTH ON COUNTY
 JD0882'ROUTE E FOR 0.2 MILE TO THE CEMETERY AND THE STATION ON THE
 JD0882'RIGHT.
 JD0882'
 JD0882'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD0882
 JD0882                          STATION RECOVERY (1962)
 JD0882
 JD0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 JD0882'THE STATION MARK, BENCH MARK N 189 (R.M. 1) AND REFERENCE
 JD0882'MARK 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 JD0882'WAS RECOVERED LYING ON ITS SIDE ON THE SURFACE OF THE GROUND.
 JD0882'A NEW AZIMUTH MARK WAS ESTABLISHED THIS YEAR.  A NEW DESCRIPTION
 JD0882'FOR THE STATION FOLLOWS.
 JD0882'
 JD0882'THE STATION IS 3/4 MILE NORTH OF CLIFTON CITY, ON THE EAST
 JD0882'SIDE OF STATE HIGHWAY 135, NEAR THE SOUTHWEST CORNER OF A CEMETERY
 JD0882'AND IN THE NW 1/4 OF SECTION 8, T 46 N, R 19 W.  THE STATION
 JD0882'IS UPON THE PROPERTY OF MRS. OSCAR DOVE, WHO RESIDES IN THE
 JD0882'FARM RESIDENCE 0.5 MILE SOUTHWEST OF THE STATION.
 JD0882'
 JD0882'TO REACH THE STATION AND AZIMUTH MARK FROM THE JUNCTION OF
 JD0882'STATE HIGHWAY 135 AND COUNTY ROUTE P, AT THE NORTH EDGE OF
 JD0882'CLIFTON CITY, DRIVE NORTH ON STATE HIGHWAY 135 FOR 0.3 MILE
 JD0882'TO THE AZIMUTH MARK ON THE LEFT, WEST, RIGHT-OF-WAY OF THE
 JD0882'HIGHWAY.  CONTINUE NORTH ON THE HIGHWAY FOR 0.4 MILE TO THE
 JD0882'STATION ON THE RIGHT.
 JD0882'
 JD0882'THE STATION MARK IS A STANDARD DISK, STAMPED CLIFTON CITY
 JD0882'1949, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 JD0882'IN DIAMETER, SET 1.0 FOOT BELOW THE SURFACE OF THE GROUND.  IT
 JD0882'IS 52.0 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 JD0882'CEMETERY, 46.0 FEET EAST OF THE CENTER OF STATE HIGHWAY 135
 JD0882'AND 13.0 FEET EAST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE AND
 JD0882'A METAL WITNESS POST WITH SIGN WHICH IS CEMENTED IN THE FENCE
 JD0882'LINE.
 JD0882'
 JD0882'REFERENCE MARK 1 IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 JD0882'MARK, STAMPED N 189 1946, SET IN THE TOP OF A CONCRETE POST
 JD0882'WHICH MEASURES 6 INCHES BY 8 INCHES AROUND THE TOP AND PROJECTS
 JD0882'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 33.0 FEET
 JD0882'EAST OF THE CENTER OF STATE HIGHWAY 135, 2.0 FEET SOUTH OF
 JD0882'THE SOUTHWEST FENCE CORNER POST OF THE CEMETERY AND 0.5
 JD0882'FOOT EAST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE.
 JD0882'
 JD0882'REFERENCE MARK 2, A STANDARD REFERENCE MARK DISK STAMPED
 JD0882'CLIFTON CITY NO 2 1949, IS SET IN THE TOP OF A CONCRETE MONUMENT,
 JD0882'10 INCHES SQUARE AT THE TOP, PROJECTING 4 INCHES ABOVE THE
 JD0882'GROUND SURFACE.  IT IS 1.0 FOOT SOUTH OF THE SOUTH BOUNDARY
 JD0882'FENCE OF THE CEMETERY.
 JD0882'
 JD0882'THE AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED CLIFTON
 JD0882'CITY 1949 RESET 1962, IS SET IN THE TOP OF A CYLINDRICAL
 JD0882'CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 6 INCHES
 JD0882'ABOVE THE GROUND SURFACE.  IT IS 30.5 FEET WEST OF THE CENTER
 JD0882'OF STATE HIGHWAY 135, 1.7 FEET NORTH OF A METAL WITNESS POST
 JD0882'WITH SIGN ATTACHED, 1.5 FEET NORTHEAST OF A FENCE POST FORMING
 JD0882'THE JUNCTION OF THE WEST HIGHWAY RIGHT-OF-WAY FENCE WITH AN
 JD0882'EAST-WEST FENCE AND 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY
 JD0882'FENCE.
 JD0882
 JD0882                          STATION RECOVERY (1963)
 JD0882
 JD0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0882'1 MI N FROM CLIFTON CITY.
 JD0882'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0882'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0882'0.75 MIILE NORTH ALONG STATE HIGHWAY 135, AT THE CLIFTON CEMETERY,
 JD0882'101.0 FEET WEST-SOUTHWEST OF R.M. 2, 50.0 FEET SOUTH-SOUTHEAST
 JD0882'OF N 189, 45.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 13.7
 JD0882'FEET EAST OF A FENCE AND A METAL WITNESS POST, ABOUT 1 FOOT
 JD0882'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JD0882'CONCRETE POST 1 FOOT BELOW THE GROUND.
 JD0882
 JD0882                          STATION RECOVERY (2000)
 JD0882
 JD0882'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 JD0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0884 ***********************************************************************
 JD0884  DESIGNATION -  CLIFTON CITY AZ MK RESET
 JD0884  PID         -  JD0884
 JD0884  STATE/COUNTY-  MO/COOPER
 JD0884  USGS QUAD   -  CLIFTON CITY (1979)
 JD0884
 JD0884                         *CURRENT SURVEY CONTROL
 JD0884  ___________________________________________________________________
 JD0884* NAD 83(1986)-  38 46 06.     (N)    093 02 29.     (W)     SCALED    
 JD0884* NAVD 88     -       240.822  (meters)     790.10   (feet)  ADJUSTED  
 JD0884  ___________________________________________________________________
 JD0884  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0884  DYNAMIC HT  -         240.663 (meters)     789.58  (feet)  COMP
 JD0884  MODELED GRAV-     979,961.3   (mgal)                       NAVD 88
 JD0884
 JD0884  VERT ORDER  -  SECOND    CLASS 0
 JD0884
 JD0884.The horizontal coordinates were scaled from a topographic map and have
 JD0884.an estimated accuracy of +/- 6 seconds.
 JD0884
 JD0884.The orthometric height was determined by differential leveling
 JD0884.and adjusted by the National Geodetic Survey in June 1991..
 JD0884
 JD0884.The geoid height was determined by GEOID03.
 JD0884
 JD0884.The dynamic height is computed by dividing the NAVD 88
 JD0884.geopotential number by the normal gravity value computed on the
 JD0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0884.degrees latitude (g = 980.6199 gals.).
 JD0884
 JD0884.The modeled gravity was interpolated from observed gravity values.
 JD0884
 JD0884;                    North         East    Units  Estimated Accuracy
 JD0884;SPC MO C     -   325,850.      452,950.      MT  (+/- 180 meters Scaled)
 JD0884
 JD0884                          SUPERSEDED SURVEY CONTROL
 JD0884
 JD0884  NGVD 29 (??/??/92)  240.732  (m)          789.80   (f) ADJ UNCH    2 0
 JD0884
 JD0884.Superseded values are not recommended for survey control.
 JD0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0884.See file dsdata.txt to determine how the superseded data were derived.
 JD0884
 JD0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC964910(NAD 83)
 JD0884_MARKER: DZ = AZIMUTH MARK DISK
 JD0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0884_STAMPING: CLIFTON CITY RESET 1949 1962
 JD0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0884+STABILITY: SURFACE MOTION
 JD0884
 JD0884  HISTORY     - Date     Condition        Report By
 JD0884  HISTORY     - 1962     MONUMENTED       CGS
 JD0884  HISTORY     - 1963     GOOD             NGS
 JD0884
 JD0884                          STATION DESCRIPTION
 JD0884
 JD0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0884'0.5 MI N FROM CLIFTON CITY.
 JD0884'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0884'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0884'0.3 MILE NORTH ALONG STATE HIGHWAY 135, 29.3 FEET WEST OF THE
 JD0884'CENTERLINE OF THE HIGHWAY, 1.8 FEET NORTHEAST OF A T-JUNCTION
 JD0884'OF FENCES, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET
 JD0884'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JD0884'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0883 ***********************************************************************
 JD0883  DESIGNATION -  CLIFTON CITY RM 2
 JD0883  PID         -  JD0883
 JD0883  STATE/COUNTY-  MO/COOPER
 JD0883  USGS QUAD   -  CLIFTON CITY (1979)
 JD0883
 JD0883                         *CURRENT SURVEY CONTROL
 JD0883  ___________________________________________________________________
 JD0883* NAD 83(1986)-  38 46 30.     (N)    093 02 27.     (W)     SCALED    
 JD0883* NAVD 88     -       255.142  (meters)     837.08   (feet)  ADJUSTED  
 JD0883  ___________________________________________________________________
 JD0883  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0883  DYNAMIC HT  -         254.974 (meters)     836.53  (feet)  COMP
 JD0883  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 JD0883
 JD0883  VERT ORDER  -  SECOND    CLASS 0
 JD0883
 JD0883.The horizontal coordinates were scaled from a topographic map and have
 JD0883.an estimated accuracy of +/- 6 seconds.
 JD0883
 JD0883.The orthometric height was determined by differential leveling
 JD0883.and adjusted by the National Geodetic Survey in June 1991..
 JD0883
 JD0883.The geoid height was determined by GEOID03.
 JD0883
 JD0883.The dynamic height is computed by dividing the NAVD 88
 JD0883.geopotential number by the normal gravity value computed on the
 JD0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0883.degrees latitude (g = 980.6199 gals.).
 JD0883
 JD0883.The modeled gravity was interpolated from observed gravity values.
 JD0883
 JD0883;                    North         East    Units  Estimated Accuracy
 JD0883;SPC MO C     -   326,590.      453,010.      MT  (+/- 180 meters Scaled)
 JD0883
 JD0883                          SUPERSEDED SURVEY CONTROL
 JD0883
 JD0883  NGVD 29 (??/??/92)  255.052  (m)          836.78   (f) ADJ UNCH    2 0
 JD0883
 JD0883.Superseded values are not recommended for survey control.
 JD0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0883.See file dsdata.txt to determine how the superseded data were derived.
 JD0883
 JD0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC964918(NAD 83)
 JD0883_MARKER: DR = REFERENCE MARK DISK
 JD0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0883_STAMPING: CLIFTON CITY NO 2 1949
 JD0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0883+STABILITY: SURFACE MOTION
 JD0883
 JD0883  HISTORY     - Date     Condition        Report By
 JD0883  HISTORY     - 1949     MONUMENTED       CGS
 JD0883  HISTORY     - 1963     GOOD             NGS
 JD0883
 JD0883                          STATION DESCRIPTION
 JD0883
 JD0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0883'1 MI N FROM CLIFTON CITY.
 JD0883'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0883'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0883'0.75 MILE NORTH ALONG STATE HIGHWAY 135, 104.0 FEET EAST OF
 JD0883'N 189, 101.0 FEET EAST-NORTHEAST OF THE STATION MARK, 1.5
 JD0883'FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 JD0883'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1475 ***********************************************************************
 JD1475  DESIGNATION -  CLINTON
 JD1475  PID         -  JD1475
 JD1475  STATE/COUNTY-  MO/HENRY
 JD1475  USGS QUAD   -  CLINTON NORTH (1981)
 JD1475
 JD1475                         *CURRENT SURVEY CONTROL
 JD1475  ___________________________________________________________________
 JD1475* NAD 83(1997)-  38 23 21.48918(N)    093 45 17.65279(W)     ADJUSTED  
 JD1475* NAVD 88     -       238.347  (meters)     781.98   (feet)  ADJUSTED  
 JD1475  ___________________________________________________________________
 JD1475  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 JD1475  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD1475  DYNAMIC HT  -         238.182 (meters)     781.44  (feet)  COMP
 JD1475  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 JD1475
 JD1475  HORZ ORDER  -  SECOND
 JD1475  VERT ORDER  -  SECOND    CLASS 0
 JD1475
 JD1475.The horizontal coordinates were established by classical geodetic methods
 JD1475.and adjusted by the National Geodetic Survey in February 2000..
 JD1475
 JD1475.The orthometric height was determined by differential leveling
 JD1475.and adjusted by the National Geodetic Survey in June 1991..
 JD1475
 JD1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1475
 JD1475.The geoid height was determined by GEOID03.
 JD1475
 JD1475.The dynamic height is computed by dividing the NAVD 88
 JD1475.geopotential number by the normal gravity value computed on the
 JD1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1475.degrees latitude (g = 980.6199 gals.).
 JD1475
 JD1475.The modeled gravity was interpolated from observed gravity values.
 JD1475
 JD1475;                    North         East     Units Scale Factor Converg.
 JD1475;SPC MO W     -   246,922.906   915,092.775   MT  0.99999334   +0 27 45.8
 JD1475;UTM  15      - 4,249,280.099   434,072.952   MT  0.99965353   -0 28 07.7
 JD1475
 JD1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1475!SPC MO W     -   0.99996767  x   0.99999334  =   0.99996101
 JD1475!UTM  15      -   0.99996767  x   0.99965353  =   0.99962121
 JD1475
 JD1475:                Primary Azimuth Mark                     Grid Az
 JD1475:SPC MO W     -  CLINTON AZ MK                            066 57 50.0
 JD1475:UTM  15      -  CLINTON AZ MK                            067 53 43.5
 JD1475
 JD1475|---------------------------------------------------------------------|
 JD1475| PID    Reference Object                     Distance      Geod. Az  |
 JD1475|                                                           dddmmss.s |
 JD1475| JD1473 CLINTON AZ MK                                      0672535.8 |
 JD1475| JD2728 CLINTON HENRY CO CTHSE FLAG         APPROX. 2.9 KM 2221130.2 |
 JD1475| JD2732 CLINTON MUNICIPAL TANK              APPROX. 2.5 KM 2244314.5 |
 JD1475| JD2724 CLINTON MO POWER SERV CO STACK      APPROX. 1.6 KM 2411637.4 |
 JD1475| CN6653 CLINTON AZ MK RESET                                2575546.9 |
 JD1475| JD1477 CLINTON RM 1                         22.324 METERS 27207     |
 JD1475| JD2727 CLINTON RADIO STA KDKD MAST         APPROX. 1.7 KM 2905846.5 |
 JD1475| JD1476 CLINTON RM 2                         23.492 METERS 34918     |
 JD1475|---------------------------------------------------------------------|
 JD1475
 JD1475                          SUPERSEDED SURVEY CONTROL
 JD1475
 JD1475  NAD 83(1997)-  38 23 21.49085(N)    093 45 17.65135(W) AD(       ) 2
 JD1475  NAD 83(1986)-  38 23 21.49817(N)    093 45 17.65090(W) AD(       ) 2
 JD1475  NAD 27      -  38 23 21.42450(N)    093 45 16.88400(W) AD(       ) 2
 JD1475  NGVD 29 (??/??/92)  238.233  (m)          781.60   (f) ADJ UNCH    2 0
 JD1475
 JD1475.Superseded values are not recommended for survey control.
 JD1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1475.See file dsdata.txt to determine how the superseded data were derived.
 JD1475
 JD1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3407349280(NAD 83)
 JD1475_MARKER: DS = TRIANGULATION STATION DISK
 JD1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1475_STAMPING: CLINTON 1948
 JD1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1475+STABILITY: SURFACE MOTION
 JD1475
 JD1475  HISTORY     - Date     Condition        Report By
 JD1475  HISTORY     - 1948     MONUMENTED       CGS
 JD1475  HISTORY     - 1963     GOOD             CGS
 JD1475  HISTORY     - 1963     GOOD             NGS
 JD1475
 JD1475                          STATION DESCRIPTION
 JD1475
 JD1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD1475'THE STATION IS LOCATED ABOUT 2.0 MILES NORTHEAST OF CLINTON IN
 JD1475'THE SOUTHWEST CORNER OF THE CLINTON AIRPORT.  IT IS 56 FEET
 JD1475'NORTHWEST OF THE NORTHWEST CORNER OF THE AIRPORT OFFICE, 36
 JD1475'FEET NORTHWEST OF FLAG POLE, 46 FEET NORTH-NORTHEAST OF EAST END
 JD1475'OF WOODEN FOOT BRIDGE AND 20 FEET WEST OF SMALL STORAGE BUILDING.
 JD1475'IT IS STAMPED CLINTON 1948 AND SET FLUSH WITH THE GROUND
 JD1475'SURFACE.
 JD1475'
 JD1475'REFERENCE MARK NO 1 IS WEST OF THE STATION, 20 FEET WEST OF WEST
 JD1475'EDGE OF DRAINAGE DITCH AND 46 FEET NORTHWEST OF WEST END OF
 JD1475'WOODEN FOOT BRIDGE.  IT IS STAMPED CLINTON NO 1 1948 AND SET
 JD1475'FLUSH WITH THE GROUND SURFACE.
 JD1475'
 JD1475'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 80 FEET
 JD1475'SOUTH OF HANGER AND 6 FEET EAST OF EAST EDGE OF DRAINAGE DITCH.
 JD1475'IT IS STAMPED CLINTON NO 2 1948 AND SET FLUSH WITH THE GROUND
 JD1475'SURFACE.
 JD1475'
 JD1475'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST-NORTHEAST OF THE
 JD1475'STATION, 45 FEET SOUTH OF STATE ROUTE 52, 24 FEET EAST OF THE
 JD1475'CENTER OF NORTH-SOUTH SIDE ROAD AND 3 FEET NORTHWEST OF
 JD1475'WITNESS POST.  IT IS STAMPED CLINTON 1948 AND PROJECTS 6 INCHES.
 JD1475'TO REACH FROM THE JUNCTION OF STATE ROUTES 13, 35 AND 52 ABOUT
 JD1475'THREE BLOCKS EAST OF THE COURT HOUSE IN CLINTON, GO EAST AND
 JD1475'NORTHEAST ON STATE ROUTE 52 TOWARDS WINDSOR FOR 2.4 MILES TO
 JD1475'THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 JD1475'
 JD1475'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 13, 35
 JD1475'AND 52 ABOUT THREE BLOCKS EAST OF THE COURT HOUSE IN CLINTON,
 JD1475'GO NORTH ON STATE ROUTE 13 FOR 1.1 MILES TO SIDE ROAD RIGHT AND
 JD1475'SIGN CLINTON AIRPORT 3/4 MILE, TURN RIGHT AND GO EAST FOR 0.9
 JD1475'MILE TO THE AIRPORT AND STATION AS DESCRIBED.
 JD1475'
 JD1475'AN 87 FOOT SIGNAL AT STATION COAL IS VISIBLE AT 50 FEET
 JD1475'
 JD1475'A 74 FOOT SIGNAL AT STATION GERMAN IS VISIBLE AT 77 FEET
 JD1475'
 JD1475'A 74 FOOT SIGNAL AT STATION GROVE IS VISIBLE AT 37 FEET
 JD1475'
 JD1475'A 74 FOOT SIGNAL AT STATION GARLAND IS VISIBLE AT 64 FEET
 JD1475'
 JD1475'A 74 FOOT SIGNAL AT STATION GREEN IS VISIBLE AT 50 FEET
 JD1475'
 JD1475'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD1475
 JD1475                          STATION RECOVERY (1963)
 JD1475
 JD1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD1475'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 JD1475'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 JD1475'CONDITION.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARK NO. 1
 JD1475'AND REFERENCE MARK NO. 2 WERE VERIFIED.  THE 1948 AZIMUTH MARK
 JD1475'WAS FOUND TO BE OBSTRUCTED BY A POWER POLE AND WAS DESTROYED
 JD1475'BY THIS PARTY.  A NEW AZIMUTH MARK WAS SET.
 JD1475'
 JD1475'THE STATION IS ON THE CLINTON AIRPORT ABOUT 2 MILES NORTHEAST OF
 JD1475'CLINTON.  IT IS SET AT THE SOUTHWEST CORNER OF THE THIRD MOST
 JD1475'SOUTHERN OF FOUR AIRCRAFT HANGARS.
 JD1475'
 JD1475'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7, 13
 JD1475'AND 52 IN CLINTON, GO NORTH ON HIGHWAY 13 FOR 1.3 MILES TO A
 JD1475'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON A GRAVEL
 JD1475'ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH SIDE
 JD1475'OF THE GRAVEL ROAD.  CONTINUE EAST ON THE GRAVEL ROAD FOR 0.2
 JD1475'MILE TO THE ENTRANCE TO THE AIRPORT.  TURN RIGHT, EAST, AND
 JD1475'PROCEED ON A GRAVEL DRIVE THAT LEADS BETWEEN TWO AIRCRAFT
 JD1475'HANGARS.  THE STATION IS AT THE SOUTHWEST CORNER OF THE
 JD1475'HANGAR ON THE RIGHT.
 JD1475'
 JD1475'THE STATION MARK IS A STANDARD DISK STAMPED CLINTON 1948.  IT
 JD1475'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 JD1475'THE GROUND.  IT IS 57 FEET NORTHWEST OF THE NORTHWEST CORNER
 JD1475'OF A HOUSE, 3.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 JD1475'AIRCRAFT HANGAR AND 3.5 FEET SOUTH OF A METAL WITNESS POST.  THE
 JD1475'UNDERGROUND DISK WAS NOT INSPECTED.
 JD1475'
 JD1475'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLINTON NO 1 1948,
 JD1475'IS SET IN A SQUARE CONCRETE, POST FLUSH WITH THE SURFACE OF
 JD1475'THE GROUND.  IT IS 75 FEET WEST OF THE SOUTHWEST CORNER OF
 JD1475'THE AIRCRAFT HANGAR AND 49 FEET EAST OF THE CENTER OF THE GRAVEL
 JD1475'DRIVE.
 JD1475'
 JD1475'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLINTON NO 2
 JD1475'1948, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 JD1475'OF THE GROUND.  IT IS 74 FEET NORTHWEST OF THE SOUTHWEST CORNER
 JD1475'OF THE AIRCRAFT HANGAR, 62 FEET SOUTH OF THE CENTER OF THE GRAVEL
 JD1475'DRIVE.
 JD1475'
 JD1475'AZIMUTH MARK, A STANDARD DISK STAMPED CLINTON 1948 RESET 1962, IS
 JD1475'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD1475'GROUND.  IT IS 38 FEET SOUTH OF A CHAIN FENCE, 28 FEET NORTH OF
 JD1475'THE CENTER OF THE GRAVEL DRIVE AND 2 FEET SOUTH OF A METAL
 JD1475'WITNESS POST.
 JD1475'
 JD1475'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JD1475
 JD1475                          STATION RECOVERY (1963)
 JD1475
 JD1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1475'1.9 MI NE FROM CLINTON.
 JD1475'ABOUT 1.7 MILES NORTHEASST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1475'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1475'CLINTON, THENCE 0.2 MILE SOUTHWEST ACROSS COUNTRY, AT THE
 JD1475'SPORTSMAN AIRPORT, 56 1/2 FEET NORTHWEST OF THE NORTHWEST
 JD1475'CORNER OF THE OFFICE BUILDING, 4 FEET SOUTHWEST OF THE SOUTHWEST
 JD1475'CORNER OF A METAL HANGAR, 76.8 FEET SOUTH OF A METAL WITNESS
 JD1475'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1473 ***********************************************************************
 JD1473  DESIGNATION -  CLINTON AZ MK
 JD1473  PID         -  JD1473
 JD1473  STATE/COUNTY-  MO/HENRY
 JD1473  USGS QUAD   -  CLINTON NORTH (1981)
 JD1473
 JD1473                         *CURRENT SURVEY CONTROL
 JD1473  ___________________________________________________________________
 JD1473* NAD 83(1986)-  38 23 21.     (N)    093 45 16.     (W)     SCALED    
 JD1473* NAVD 88     -       243.094  (meters)     797.55   (feet)  ADJUSTED  
 JD1473  ___________________________________________________________________
 JD1473  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD1473  DYNAMIC HT  -         242.926 (meters)     797.00  (feet)  COMP
 JD1473  MODELED GRAV-     979,932.0   (mgal)                       NAVD 88
 JD1473
 JD1473  VERT ORDER  -  SECOND    CLASS 0
 JD1473
 JD1473.The horizontal coordinates were scaled from a topographic map and have
 JD1473.an estimated accuracy of +/- 6 seconds.
 JD1473
 JD1473.The orthometric height was determined by differential leveling
 JD1473.and adjusted by the National Geodetic Survey in June 1991..
 JD1473
 JD1473.The geoid height was determined by GEOID03.
 JD1473
 JD1473.The dynamic height is computed by dividing the NAVD 88
 JD1473.geopotential number by the normal gravity value computed on the
 JD1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1473.degrees latitude (g = 980.6199 gals.).
 JD1473
 JD1473.The modeled gravity was interpolated from observed gravity values.
 JD1473
 JD1473;                    North         East    Units  Estimated Accuracy
 JD1473;SPC MO W     -   246,910.      915,130.      MT  (+/- 180 meters Scaled)
 JD1473
 JD1473                          SUPERSEDED SURVEY CONTROL
 JD1473
 JD1473  NGVD 29 (??/??/92)  242.981  (m)          797.18   (f) ADJ UNCH    2 0
 JD1473
 JD1473.Superseded values are not recommended for survey control.
 JD1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1473.See file dsdata.txt to determine how the superseded data were derived.
 JD1473
 JD1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC341492(NAD 83)
 JD1473_MARKER: DZ = AZIMUTH MARK DISK
 JD1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1473_STAMPING: CLINTON 1948
 JD1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1473+STABILITY: SURFACE MOTION
 JD1473
 JD1473  HISTORY     - Date     Condition        Report By
 JD1473  HISTORY     - 1948     MONUMENTED       CGS
 JD1473  HISTORY     - 1962     GOOD             NGS
 JD1473
 JD1473                          STATION DESCRIPTION
 JD1473
 JD1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1473'2.1 MI NE FROM CLINTON.
 JD1473'ABOUT 2.1 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1473'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1473'CLINTON, 55 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 52,
 JD1473'29 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 2 FEET
 JD1473'NORTHEAST OF A BRACED POWER POLE, ABOUT 2 FEET ABOVE THE LEVEL
 JD1473'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1473'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2728 ***********************************************************************
 JD2728  DESIGNATION -  CLINTON HENRY CO CTHSE FLAG
 JD2728  PID         -  JD2728
 JD2728  STATE/COUNTY-  MO/HENRY
 JD2728  USGS QUAD   -  CLINTON SOUTH (1981)
 JD2728
 JD2728                         *CURRENT SURVEY CONTROL
 JD2728  ___________________________________________________________________
 JD2728* NAD 83(1997)-  38 22 12.40619(N)    093 46 37.18858(W)     ADJUSTED  
 JD2728* NAVD 88     -                                                        
 JD2728  ___________________________________________________________________
 JD2728  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 JD2728  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JD2728
 JD2728  HORZ ORDER  -  THIRD
 JD2728
 JD2728.The horizontal coordinates were established by classical geodetic methods
 JD2728.and adjusted by the National Geodetic Survey in February 2000..
 JD2728
 JD2728
 JD2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2728
 JD2728.The geoid height was determined by GEOID03.
 JD2728
 JD2728;                    North         East     Units Scale Factor Converg.
 JD2728;SPC MO W     -   244,777.505   913,179.337   MT  0.99999032   +0 26 55.7
 JD2728;UTM  15      - 4,247,166.796   432,125.551   MT  0.99965673   -0 28 56.4
 JD2728
 JD2728                          SUPERSEDED SURVEY CONTROL
 JD2728
 JD2728  NAD 83(1997)-  38 22 12.40664(N)    093 46 37.18861(W) AD(       ) 4
 JD2728  NAD 83(1986)-  38 22 12.41514(N)    093 46 37.18681(W) AD(       ) 4
 JD2728  NAD 27      -  38 22 12.33800(N)    093 46 36.42200(W) AD(       ) 3
 JD2728
 JD2728.Superseded values are not recommended for survey control.
 JD2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2728.See file dsdata.txt to determine how the superseded data were derived.
 JD2728
 JD2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3212647167(NAD 83)
 JD2728_MARKER: 62 = FLAGPOLE
 JD2728
 JD2728  HISTORY     - Date     Condition        Report By
 JD2728  HISTORY     - 1948     FIRST OBSERVED   CGS
 JD2728
 JD2728                          STATION DESCRIPTION
 JD2728
 JD2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2728'THE STATION IS LOCATED IN THE CENTER OF THE TOWN OF CLINTON.
 JD2728'IT IS A GRAY BUILDING WITH AN OVERALL HEIGHT OF APPROXIMATE
 JD2728'135 FEET.  A FLAGPOLE AT THE CENTER AND ON TOP OF THE BUILDING
 JD2728'WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2724 ***********************************************************************
 JD2724  DESIGNATION -  CLINTON MO POWER SERV CO STACK
 JD2724  PID         -  JD2724
 JD2724  STATE/COUNTY-  MO/HENRY
 JD2724  USGS QUAD   -  CLINTON NORTH (1981)
 JD2724
 JD2724                         *CURRENT SURVEY CONTROL
 JD2724  ___________________________________________________________________
 JD2724* NAD 83(1997)-  38 22 56.21868(N)    093 46 16.22782(W)     ADJUSTED  
 JD2724* NAVD 88     -                                                        
 JD2724  ___________________________________________________________________
 JD2724  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 JD2724  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JD2724
 JD2724  HORZ ORDER  -  THIRD
 JD2724
 JD2724.The horizontal coordinates were established by classical geodetic methods
 JD2724.and adjusted by the National Geodetic Survey in February 2000..
 JD2724
 JD2724
 JD2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2724
 JD2724.The geoid height was determined by GEOID03.
 JD2724
 JD2724;                    North         East     Units Scale Factor Converg.
 JD2724;SPC MO W     -   246,132.382   913,677.466   MT  0.99999109   +0 27 09.2
 JD2724;UTM  15      - 4,248,512.947   432,645.461   MT  0.99965587   -0 28 43.8
 JD2724
 JD2724                          SUPERSEDED SURVEY CONTROL
 JD2724
 JD2724  NAD 83(1997)-  38 22 56.21961(N)    093 46 16.22803(W) AD(       ) 4
 JD2724  NAD 83(1986)-  38 22 56.22763(N)    093 46 16.22611(W) AD(       ) 4
 JD2724  NAD 27      -  38 22 56.15000(N)    093 46 15.45800(W) AD(       ) 3
 JD2724
 JD2724.Superseded values are not recommended for survey control.
 JD2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2724.See file dsdata.txt to determine how the superseded data were derived.
 JD2724
 JD2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3264548513(NAD 83)
 JD2724_MARKER: 63 = STACK
 JD2724
 JD2724  HISTORY     - Date     Condition        Report By
 JD2724  HISTORY     - 1948     FIRST OBSERVED   CGS
 JD2724
 JD2724                          STATION DESCRIPTION
 JD2724
 JD2724'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2724'THE STATION IS LOCATED AT THE NORTH EDGE OF THE TOWN OF CLINTON
 JD2724'AND 100 FEET EAST OF STATE HIGHWAYS 13 AND 35.  THE STACK PROJECTS
 JD2724'FROM THE ROOF OF A TWO STORY BRICK BUILDING AND HAS AN OVERALL
 JD2724'HEIGHT OF ABOUT 140 FEET.  THE CENTER AND THE TOP OF THE STACK
 JD2724'WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2732 ***********************************************************************
 JD2732  DESIGNATION -  CLINTON MUNICIPAL TANK
 JD2732  PID         -  JD2732
 JD2732  STATE/COUNTY-  MO/HENRY
 JD2732  USGS QUAD   -  CLINTON SOUTH (1981)
 JD2732
 JD2732                         *CURRENT SURVEY CONTROL
 JD2732  ___________________________________________________________________
 JD2732* NAD 83(1997)-  38 22 23.01528(N)    093 46 31.20192(W)     ADJUSTED  
 JD2732* NAVD 88     -                                                        
 JD2732  ___________________________________________________________________
 JD2732  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 JD2732  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JD2732
 JD2732  HORZ ORDER  -  THIRD
 JD2732
 JD2732.The horizontal coordinates were established by classical geodetic methods
 JD2732.and adjusted by the National Geodetic Survey in February 2000..
 JD2732
 JD2732
 JD2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2732
 JD2732.The geoid height was determined by GEOID03.
 JD2732
 JD2732;                    North         East     Units Scale Factor Converg.
 JD2732;SPC MO W     -   245,105.756   913,322.088   MT  0.99999054   +0 26 59.5
 JD2732;UTM  15      - 4,247,492.574   432,273.568   MT  0.99965649   -0 28 52.8
 JD2732
 JD2732                          SUPERSEDED SURVEY CONTROL
 JD2732
 JD2732  NAD 83(1997)-  38 22 23.01581(N)    093 46 31.20198(W) AD(       ) 4
 JD2732  NAD 83(1986)-  38 22 23.02423(N)    093 46 31.20015(W) AD(       ) 4
 JD2732  NAD 27      -  38 22 22.94700(N)    093 46 30.43500(W) AD(       ) 3
 JD2732
 JD2732.Superseded values are not recommended for survey control.
 JD2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2732.See file dsdata.txt to determine how the superseded data were derived.
 JD2732
 JD2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3227447493(NAD 83)
 JD2732_MARKER: 53 = ELEVATED TANK
 JD2732
 JD2732  HISTORY     - Date     Condition        Report By
 JD2732  HISTORY     - 1948     FIRST OBSERVED   CGS
 JD2732
 JD2732                          STATION DESCRIPTION
 JD2732
 JD2732'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2732'THE STATION IS LOCATED ABOUT 0.2 MILE NORTHEAST OF THE COURT
 JD2732'HOUSE AT THE CENTER OF TOWN, ABOUT 150 FEET NORTH OF THE DEPOT,
 JD2732'100 FEET WEST OF THE MAIN TRACK OF THE FRISCO RAILROAD AND
 JD2732'50 FEET SOUTH OF AN EAST-WEST STREET.  IT IS AN ELEVATED TANK
 JD2732'SUPPORTED BY A 6 LEGGED STEEL STRUCTURE.  IT HAS AN OVERALL
 JD2732'HEIGHT OF ABOUT 140 FEET.  A BALL AT CENTER AND ON TOP OF THE
 JD2732'TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2727 ***********************************************************************
 JD2727  DESIGNATION -  CLINTON RADIO STA KDKD MAST
 JD2727  PID         -  JD2727
 JD2727  STATE/COUNTY-  MO/HENRY
 JD2727  USGS QUAD   -  CLINTON NORTH (1981)
 JD2727
 JD2727                         *CURRENT SURVEY CONTROL
 JD2727  ___________________________________________________________________
 JD2727* NAD 83(1997)-  38 23 40.83755(N)    093 46 21.78361(W)     ADJUSTED  
 JD2727* NAVD 88     -                                                        
 JD2727  ___________________________________________________________________
 JD2727  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 JD2727  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD2727
 JD2727  HORZ ORDER  -  THIRD
 JD2727
 JD2727.The horizontal coordinates were established by classical geodetic methods
 JD2727.and adjusted by the National Geodetic Survey in February 2000..
 JD2727
 JD2727
 JD2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2727
 JD2727.The geoid height was determined by GEOID03.
 JD2727
 JD2727;                    North         East     Units Scale Factor Converg.
 JD2727;SPC MO W     -   247,507.059   913,531.783   MT  0.99999087   +0 27 06.2
 JD2727;UTM  15      - 4,249,889.349   432,522.188   MT  0.99965607   -0 28 47.8
 JD2727
 JD2727                          SUPERSEDED SURVEY CONTROL
 JD2727
 JD2727  NAD 83(1997)-  38 23 40.83911(N)    093 46 21.78210(W) AD(       ) 4
 JD2727  NAD 83(1986)-  38 23 40.84654(N)    093 46 21.78161(W) AD(       ) 4
 JD2727  NAD 27      -  38 23 40.77332(N)    093 46 21.01194(W) AD(       ) 3
 JD2727
 JD2727.Superseded values are not recommended for survey control.
 JD2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2727.See file dsdata.txt to determine how the superseded data were derived.
 JD2727
 JD2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3252249889(NAD 83)
 JD2727_MARKER: 42 = RADIO/TV MAST
 JD2727
 JD2727  HISTORY     - Date     Condition        Report By
 JD2727  HISTORY     - 1963     FIRST OBSERVED   CGS
 JD2727
 JD2727                          STATION DESCRIPTION
 JD2727
 JD2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2727'THE STATION IS THE RED LIGHT ATOP THE RADIO MAST, LOCATED
 JD2727'0.8 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 13 AND 7 WHICH
 JD2727'IS AT THE NORTH EDGE OF CLINTON, 100 YARDS WEST OF STATE HIGHWAY
 JD2727'13 AND SOUTHWEST OF THE KDKD RADIO STATION.
 JD2727'
 JD2727'IT IS A SLENDER STEEL STRUCTURE, GUYED, PAINTED ALTERNATE
 JD2727'SECTIONS OF RED AND WHITE AND HAS AN OVERALL HEIGHT OF 209 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1477 ***********************************************************************
 JD1477  DESIGNATION -  CLINTON RM 1
 JD1477  PID         -  JD1477
 JD1477  STATE/COUNTY-  MO/HENRY
 JD1477  USGS QUAD   -  CLINTON NORTH (1981)
 JD1477
 JD1477                         *CURRENT SURVEY CONTROL
 JD1477  ___________________________________________________________________
 JD1477* NAD 83(1986)-  38 23 21.     (N)    093 45 17.     (W)     SCALED    
 JD1477* NAVD 88     -       238.416  (meters)     782.20   (feet)  ADJUSTED  
 JD1477  ___________________________________________________________________
 JD1477  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD1477  DYNAMIC HT  -         238.252 (meters)     781.67  (feet)  COMP
 JD1477  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 JD1477
 JD1477  VERT ORDER  -  SECOND    CLASS 0
 JD1477
 JD1477.The horizontal coordinates were scaled from a topographic map and have
 JD1477.an estimated accuracy of +/- 6 seconds.
 JD1477
 JD1477.The orthometric height was determined by differential leveling
 JD1477.and adjusted by the National Geodetic Survey in June 1991..
 JD1477
 JD1477.The geoid height was determined by GEOID03.
 JD1477
 JD1477.The dynamic height is computed by dividing the NAVD 88
 JD1477.geopotential number by the normal gravity value computed on the
 JD1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1477.degrees latitude (g = 980.6199 gals.).
 JD1477
 JD1477.The modeled gravity was interpolated from observed gravity values.
 JD1477
 JD1477;                    North         East    Units  Estimated Accuracy
 JD1477;SPC MO W     -   246,910.      915,110.      MT  (+/- 180 meters Scaled)
 JD1477
 JD1477                          SUPERSEDED SURVEY CONTROL
 JD1477
 JD1477  NGVD 29 (??/??/92)  238.303  (m)          781.83   (f) ADJ UNCH    2 0
 JD1477
 JD1477.Superseded values are not recommended for survey control.
 JD1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1477.See file dsdata.txt to determine how the superseded data were derived.
 JD1477
 JD1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC340492(NAD 83)
 JD1477_MARKER: DR = REFERENCE MARK DISK
 JD1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1477_STAMPING: CLINTON NO 1 1948
 JD1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1477+STABILITY: SURFACE MOTION
 JD1477
 JD1477  HISTORY     - Date     Condition        Report By
 JD1477  HISTORY     - 1948     MONUMENTED       CGS
 JD1477  HISTORY     - 1963     GOOD             NGS
 JD1477
 JD1477                          STATION DESCRIPTION
 JD1477
 JD1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1477'1.9 MI NE FROM CLINTON.
 JD1477'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1477'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1477'CLINTON, THENCE 0.2 MILE SOUTHWEST ACROSS COUNTRY, AT THE
 JD1477'SPORTSMAN AIRPORT, 74 1/2 FEET WEST OF THE SOUTHWEST CORNER
 JD1477'OF A METAL HANGAR, 73.2 FEET WEST OF CLINTON 1948, 44 FEET EAST
 JD1477'OF THE CENTER LINE OF A DIRT ROAD, 95 FEET NORTH OF A POWER POLE,
 JD1477'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1476 ***********************************************************************
 JD1476  DESIGNATION -  CLINTON RM 2
 JD1476  PID         -  JD1476
 JD1476  STATE/COUNTY-  MO/HENRY
 JD1476  USGS QUAD   -  CLINTON NORTH (1981)
 JD1476
 JD1476                         *CURRENT SURVEY CONTROL
 JD1476  ___________________________________________________________________
 JD1476* NAD 83(1986)-  38 23 21.     (N)    093 45 17.     (W)     SCALED    
 JD1476* NAVD 88     -       238.451  (meters)     782.32   (feet)  ADJUSTED  
 JD1476  ___________________________________________________________________
 JD1476  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD1476  DYNAMIC HT  -         238.287 (meters)     781.78  (feet)  COMP
 JD1476  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 JD1476
 JD1476  VERT ORDER  -  SECOND    CLASS 0
 JD1476
 JD1476.The horizontal coordinates were scaled from a topographic map and have
 JD1476.an estimated accuracy of +/- 6 seconds.
 JD1476
 JD1476.The orthometric height was determined by differential leveling
 JD1476.and adjusted by the National Geodetic Survey in June 1991..
 JD1476
 JD1476.The geoid height was determined by GEOID03.
 JD1476
 JD1476.The dynamic height is computed by dividing the NAVD 88
 JD1476.geopotential number by the normal gravity value computed on the
 JD1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1476.degrees latitude (g = 980.6199 gals.).
 JD1476
 JD1476.The modeled gravity was interpolated from observed gravity values.
 JD1476
 JD1476;                    North         East    Units  Estimated Accuracy
 JD1476;SPC MO W     -   246,910.      915,110.      MT  (+/- 180 meters Scaled)
 JD1476
 JD1476                          SUPERSEDED SURVEY CONTROL
 JD1476
 JD1476  NGVD 29 (??/??/92)  238.338  (m)          781.95   (f) ADJ UNCH    2 0
 JD1476
 JD1476.Superseded values are not recommended for survey control.
 JD1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1476.See file dsdata.txt to determine how the superseded data were derived.
 JD1476
 JD1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC340492(NAD 83)
 JD1476_MARKER: DR = REFERENCE MARK DISK
 JD1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1476_STAMPING: CLINTON NO 2 1948
 JD1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1476+STABILITY: SURFACE MOTION
 JD1476
 JD1476  HISTORY     - Date     Condition        Report By
 JD1476  HISTORY     - 1948     MONUMENTED       CGS
 JD1476  HISTORY     - 1963     GOOD             NGS
 JD1476
 JD1476                          STATION DESCRIPTION
 JD1476
 JD1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1476'1.9 MI NE FROM CLINTON.
 JD1476'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1476'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1476'CLINTON, THENCE 0.2 MILE SOUTHWEST ACROSS COUNTRY, AT THE
 JD1476'SPORTSMAN AIRPORT, 30 FEET SOUTHWEST OF THE NORTHWEST CORNER
 JD1476'OF A METAL HANGAR, 18 FEET WEST OF THE WEST WALL OF THE HANGAR,
 JD1476'76.8 FEET NORTH OF CLINTON 1948, 62 FEET SOUTH OF THE CENTER
 JD1476'LINE OF A DIRT ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD1476'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2788 ***********************************************************************
 JD2788  CBN         -  This is a Cooperative Base Network Control Station.
 JD2788  PACS        -  This is a Primary Airport Control Station.
 JD2788  DESIGNATION -  CLINTPORT
 JD2788  PID         -  JD2788
 JD2788  STATE/COUNTY-  MO/HENRY
 JD2788  USGS QUAD   -  GAINES (1981)
 JD2788
 JD2788                         *CURRENT SURVEY CONTROL
 JD2788  ___________________________________________________________________
 JD2788* NAD 83(1997)-  38 21 27.02017(N)    093 41 01.52346(W)     ADJUSTED  
 JD2788* NAVD 88     -       248.95   (meters)     816.8    (feet)  GPS OBS   
 JD2788  ___________________________________________________________________
 JD2788  X           -    -321,765.497 (meters)                     COMP
 JD2788  Y           -  -4,997,723.199 (meters)                     COMP
 JD2788  Z           -   3,936,772.708 (meters)                     COMP
 JD2788  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 JD2788  ELLIP HEIGHT-         216.70  (meters)          (03/31/98) GPS OBS
 JD2788  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JD2788
 JD2788  HORZ ORDER  -  B
 JD2788  ELLP ORDER  -  THIRD     CLASS I
 JD2788
 JD2788.This mark is at Clinton Mem Airport (GLY)
 JD2788
 JD2788.The horizontal coordinates were established by GPS observations
 JD2788.and adjusted by the National Geodetic Survey in March 1998..
 JD2788
 JD2788.The orthometric height was determined by GPS observations and a
 JD2788.high-resolution geoid model.
 JD2788
 JD2788.GPS derived orthometric heights for airport stations designated as
 JD2788.PACS or SACS are published to 2 decimal places.  This maintains
 JD2788.centimeter relative accuracy between the PACS and SACS.  It does
 JD2788.not indicate centimeter accuracy relative to other marks which are
 JD2788.part of the NAVD 88 network.
 JD2788
 JD2788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2788
 JD2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2788
 JD2788.The ellipsoidal height was determined by GPS observations
 JD2788.and is referenced to NAD 83.
 JD2788
 JD2788.The geoid height was determined by GEOID03.
 JD2788
 JD2788;                    North         East     Units Scale Factor Converg.
 JD2788;SPC MO W     -   243,446.052   921,339.598   MT  1.00000383   +0 30 23.6
 JD2788;UTM  15      - 4,245,703.433   440,260.279   MT  0.99964395   -0 25 27.6
 JD2788
 JD2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2788!SPC MO W     -   0.99996600  x   1.00000383  =   0.99996983
 JD2788!UTM  15      -   0.99996600  x   0.99964395  =   0.99960996
 JD2788
 JD2788:                Primary Azimuth Mark                     Grid Az
 JD2788:SPC MO W     -  CLINTPORT AZ MK                          224 23 01.1
 JD2788:UTM  15      -  CLINTPORT AZ MK                          225 18 52.3
 JD2788
 JD2788|---------------------------------------------------------------------|
 JD2788| PID    Reference Object                     Distance      Geod. Az  |
 JD2788|                                                           dddmmss.s |
 JD2788| JD2789 CLINTPORT AZ MK                     APPROX. 0.7 KM 2245324.7 |
 JD2788|---------------------------------------------------------------------|
 JD2788
 JD2788                          SUPERSEDED SURVEY CONTROL
 JD2788
 JD2788  NAD 83(1986)-  38 21 27.03065(N)    093 41 01.52138(W) AD(       ) 3
 JD2788  NGVD 29 (07/16/90)  248.9    (m)          817.     (f) GPS OBS        
 JD2788
 JD2788.Superseded values are not recommended for survey control.
 JD2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2788.See file dsdata.txt to determine how the superseded data were derived.
 JD2788
 JD2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC4026045703(NAD 83)
 JD2788_MARKER: I = METAL ROD
 JD2788_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JD2788_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JD2788_STAMPING: CLINTPORT 1990
 JD2788_MARK LOGO: NGS   
 JD2788_PROJECTION: RECESSED 10 CENTIMETERS
 JD2788_MAGNETIC: I = MARKER IS A STEEL ROD
 JD2788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2788+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1997
 JD2788_ROD/PIPE-DEPTH: 2.9  meters
 JD2788_SLEEVE-DEPTH  : 0.93 meters
 JD2788
 JD2788  HISTORY     - Date     Condition        Report By
 JD2788  HISTORY     - 1990     MONUMENTED       NGS
 JD2788  HISTORY     - 19900606 GOOD             NGS
 JD2788  HISTORY     - 19910417 GOOD             NGS
 JD2788  HISTORY     - 19970213 GOOD             NGS
 JD2788
 JD2788                          STATION DESCRIPTION
 JD2788
 JD2788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JD2788'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF CLINTON, ABOUT
 JD2788'0.48 KM (0.30 MI) SOUTH OF STATE ROUTE 7, AT THE CLINTON MEMORIAL
 JD2788'AIRPORT.  OWNERSHIP--CITY OF CLINTON CITY HALL, CLINTON, MO 64735.
 JD2788'AIRPORT MANAGER IS G.R. LOWE, PHONE IS 816-885-6121, 885-8223,
 JD2788'885-3140.
 JD2788'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 7 EAST AND STATE
 JD2788'ROUTE 13, LOCATED ABOUT 2.3 KM (1.45 MI) SOUTH OF THE JUNCTION OF
 JD2788'STATE ROUTE 52 EAST, AT THE EAST SIDE OF CLINTON, GO EAST ALONG STATE
 JD2788'ROUTE 7 FOR 3.1 KM (1.95 MI) TO ROAD AA ON THE RIGHT, CONTINUE EAST
 JD2788'ALONG STATE ROUTE 7 FOR 2.8 KM (1.75 MI) TO THE AIRPORT ACCESS ROAD ON
 JD2788'THE RIGHT.  TURN RIGHT AND GO SOUTH OVER A CATTLE GUARD THEN ALONG A
 JD2788'GRAVEL AND TAR ROAD FOR 0.48 KM (0.30 MI) TO THE AIRPORT OFFICE AND A
 JD2788'TRAILER, THEN GO SOUTHERLY ALONG AN APPRON AND TAXIWAY FOR 0.16 KM
 JD2788'(0.10 MI) TO THE STATION ON THE LEFT, AT THE SOUTHEAST SIDE OF THE
 JD2788'TAXIWAY AND ACROSS THE TAXIWAY FROM A LIGHT POLE AND WIND SOCK.
 JD2788'THE STATION IS SET 6.0 M (19.7 FT) EAST-SOUTHEAST OF THE SOUTHEAST
 JD2788'EDGE OF THE TAXIWAY, 38.3 M (125.7 FT) NORTHWEST OF THE NORTHWEST EDGE
 JD2788'OF THE RUNWAY, 32.3 M (106.0 FT) EAST-SOUTHEAST OF A WIND SOCK, 14.7 M
 JD2788'(48.2 FT) NORTHEAST OF A TAXIWAY REFLECTOR.
 JD2788'DESCRIBED BY R.D.B.  NOTIFY MANAGER OF WORK SCHEDULE.
 JD2788'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2788
 JD2788                          STATION RECOVERY (1990)
 JD2788
 JD2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JD2788'THIS STATION IS LOCATED AT THE CLINTON MEMORIAL AIRPORT AT MID FIELD.
 JD2788'IT IS 106.0 FT (32.3 M) SOUTHEAST OF A LIGHTED WINDSOCK, 125.7 FT
 JD2788'(38.3 M) NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, 19.7 FT (6.0
 JD2788'M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXIWAY.  THE STATION IS A
 JD2788'STEEL ROD SET IN A PVC SLEEVE AND COVERED WITH A LOGO CAP FLUSH WITH
 JD2788'THE GROUND.  THE ACCESS CAP IS STAMPED ON THE RIM CLINTPORT 1990.
 JD2788
 JD2788                          STATION RECOVERY (1991)
 JD2788
 JD2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JD2788'STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) EAST OF CLINTON, 0.48 KM
 JD2788'(0.30 MI) SOUTH OF STATE ROUTE 7, AT THE CLINTON MEMORIAL AIRPORT.
 JD2788'OWNERSHIP-CITY OF CLINTON, CITY HALL, CLINTON, MO 64735. AIRPORT
 JD2788'MANAGER IS G.R. LOWE, PHONE IS 816-885-6121, 885-8223, 885-3140.
 JD2788'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 7 EAST AND 13,
 JD2788'LOCATED ON THE EAST SIDE OF CLINTON, GO EAST ALONG STATE ROUTE 7 FOR
 JD2788'3.1 KM (1.9 MI) TO ROAD AA ON THE RIGHT.  CONTINUE EAST ALONG STATE
 JD2788'ROUTE 7 FOR 2.8 KM (1.7 MI) TO AIRPORT ACCESS ROAD ON THE RIGHT. TURN
 JD2788'RIGHT, SOUTH, OVER CATTLE GUARD AND ALONG GRAVEL AND TAR ROAD FOR
 JD2788'0.48 KM (0.30 MI) TO AIRPORT OFFICE AND TRAILER. GO SOUTHERLY ON
 JD2788'APRON AND TAXIWAY FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT
 JD2788'ACROSS TAXIWAY FROM A LIGHT POLE WITH WIND SOCK.
 JD2788'STATION IS 6.0 M (19.7 FT) EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 JD2788'TAXIWAY, 38.3 M (125.7 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 JD2788'RUNWAY, 32.3 M (106.0 FT) EAST-SOUTHEAST OF A WIND SOCK AND 14.7 M
 JD2788'(48.2 FT) NORTHEAST OF A TAXI REFLECTOR.
 JD2788
 JD2788                          STATION RECOVERY (1997)
 JD2788
 JD2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JD2788'THE STATION IS LOCATED ABOUT 48.0 KM (29.80 MI) SOUTH OF WARRENSBURG,
 JD2788'MO., ABOUT 6.3 KM (3.90 MI) EAST OF CLINTON, MO., AT THE CLINTON
 JD2788'MEMORIAL AIRPORT (GLY) , NEAR THE CENTER OF THE GRASS MEDIAN IN FRONT
 JD2788'OF THE HANGARS, ALONG THE SOUTHEAST SIDE OF THE MAIN TAXIWAY, IN LINE
 JD2788'WITH AND ACROSS THE TAXIWAY FROM A LIGHT POLE WITH A WINDSOCK.
 JD2788'OWNERSHIP--CITY OF CLINTON, CITY HALL, CLINTON, MO.  64735.  AIRPORT
 JD2788'MANAGER G.R.  LOWE, PHONE 816-885-6121, OR 885-3140 OR LOWE OIL CO
 JD2788'801-885-8151.  POINT OF CONTACT AT THE AIRPORT ARE EARL AND SHIRLEY
 JD2788'THOMPSON, 396C HWY 7, CLINTON, MO 64735, 816-885-8889.  NOTE--THIS
 JD2788'STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION.  TO REACH THE
 JD2788'STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 13 LOCATED ON THE
 JD2788'EAST SIDE OF CLINTON, GO EAST, 3.37 KM (2.10 MI) ALONG HIGHWAY 7 TO
 JD2788'COUNTY ROAD AA ON THE RIGHT.  CONTINUE EAST, 2.9 KM (1.80 MI) ALONG
 JD2788'HIGHWAY 7 TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 JD2788'SOUTH, 0.48 KM (0.30 MI) ALONG THE ENTRANCE ROAD TO THE AIRPORT OFFICE
 JD2788'AND TRAILER.  GO SOUTHERLY, 0.16 KM (0.10 MI) AROUND HANGARS, ALONG
 JD2788'APRON AND TAXIWAY TO THE WINDSOCK ON THE RIGHT AND THE STATION ON THE
 JD2788'LEFT, JUST SOUTHEAST OF THE TAXIWAY.  THE STATION IS 38.3 M (125.7 FT)
 JD2788'NORTHWEST OF THE RUNWAYS NORTHWEST EDGE, 32.3 M (106.0 FT)
 JD2788'EAST-SOUTHEAST OF A LIGHT POLE WITH WINDSOCK, 14.7 M (48.2 FT)
 JD2788'NORTHEAST OF A TAXIWAY REFLECTOR, 6.0 M (19.7 FT) SOUTHEAST OF THE
 JD2788'TAXIWAYS SOUTHEAST EDGE, AND THE STATION IS ABOUT 0.2 M (0.7 FT) BELOW
 JD2788'THE TAXIWAY LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R.G. HAYES.
 JD2788'NOTE--THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS
 JD2788'STEEL ROD DRIVEN TO A DEPTH OF 2.9 M, (9.5 FT) IN A GREASE FILLED
 JD2788'SLEEVE 0.93 M (3.05 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH LOGO
 JD2788'CAP SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH A
 JD2788'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2789 ***********************************************************************
 JD2789  SACS        -  This is a Secondary Airport Control Station.
 JD2789  DESIGNATION -  CLINTPORT AZ MK
 JD2789  PID         -  JD2789
 JD2789  STATE/COUNTY-  MO/HENRY
 JD2789  USGS QUAD   -  GAINES (1981)
 JD2789
 JD2789                         *CURRENT SURVEY CONTROL
 JD2789  ___________________________________________________________________
 JD2789* NAD 83(1997)-  38 21 11.35157(N)    093 41 21.34462(W)     ADJUSTED  
 JD2789* NAVD 88     -       249.     (meters)     817.     (feet)  VERTCON   
 JD2789  ___________________________________________________________________
 JD2789  X           -    -322,265.041 (meters)                     COMP
 JD2789  Y           -  -4,997,991.358 (meters)                     COMP
 JD2789  Z           -   3,936,393.768 (meters)                     COMP
 JD2789  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 JD2789  ELLIP HEIGHT-         216.59  (meters)          (02/17/00) GPS OBS
 JD2789  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JD2789
 JD2789  HORZ ORDER  -  THIRD
 JD2789  ELLP ORDER  -  FOURTH    CLASS I
 JD2789
 JD2789.This mark is at Clinton Mem Airport (GLY)
 JD2789
 JD2789.The horizontal coordinates were established by GPS observations
 JD2789.and adjusted by the National Geodetic Survey in February 2000..
 JD2789.No horizontal observational check was made to the station.
 JD2789
 JD2789.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2789
 JD2789.GPS derived orthometric heights for airport stations designated as
 JD2789.PACS or SACS are published to 2 decimal places.  This maintains
 JD2789.centimeter relative accuracy between the PACS and SACS.  It does
 JD2789.not indicate centimeter accuracy relative to other marks which are
 JD2789.part of the NAVD 88 network.
 JD2789
 JD2789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2789
 JD2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2789
 JD2789.The ellipsoidal height was determined by GPS observations
 JD2789.and is referenced to NAD 83.
 JD2789
 JD2789.The geoid height was determined by GEOID03.
 JD2789
 JD2789;                    North         East     Units Scale Factor Converg.
 JD2789;SPC MO W     -   242,958.699   920,862.620   MT  1.00000300   +0 30 11.1
 JD2789;UTM  15      - 4,245,224.066   439,775.621   MT  0.99964467   -0 25 39.7
 JD2789
 JD2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2789!SPC MO W     -   0.99996602  x   1.00000300  =   0.99996902
 JD2789!UTM  15      -   0.99996602  x   0.99964467  =   0.99961070
 JD2789
 JD2789:                Primary Azimuth Mark                     Grid Az
 JD2789:SPC MO W     -  CLINTPORT                                044 23 01.3
 JD2789:UTM  15      -  CLINTPORT                                045 18 52.1
 JD2789
 JD2789|---------------------------------------------------------------------|
 JD2789| PID    Reference Object                     Distance      Geod. Az  |
 JD2789|                                                           dddmmss.s |
 JD2789| JD2788 CLINTPORT                           APPROX. 0.7 KM 0445312.4 |
 JD2789|---------------------------------------------------------------------|
 JD2789
 JD2789                          SUPERSEDED SURVEY CONTROL
 JD2789
 JD2789  NAD 83(1997)-  38 21 11.35157(N)    093 41 21.34462(W) AD(       ) 3
 JD2789  NAD 83(1986)-  38 21 11.36205(N)    093 41 21.34254(W) AD(       ) 3
 JD2789  NGVD 29 (07/16/90)  249.     (m)          817.     (f) GPS OBS        
 JD2789
 JD2789.Superseded values are not recommended for survey control.
 JD2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2789.See file dsdata.txt to determine how the superseded data were derived.
 JD2789
 JD2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3977645224(NAD 83)
 JD2789_MARKER: I = METAL ROD
 JD2789_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JD2789_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JD2789_STAMPING: CLINTPORT AZ MK 1990
 JD2789_MARK LOGO: NGS   
 JD2789_PROJECTION: FLUSH
 JD2789_MAGNETIC: I = MARKER IS A STEEL ROD
 JD2789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2789+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1996
 JD2789_ROD/PIPE-DEPTH: 3.26 meters
 JD2789_SLEEVE-DEPTH  : 0.93 meters
 JD2789
 JD2789  HISTORY     - Date     Condition        Report By
 JD2789  HISTORY     - 1990     MONUMENTED       NGS
 JD2789  HISTORY     - 19900606 GOOD             NGS
 JD2789  HISTORY     - 19961125 GOOD             NGS
 JD2789
 JD2789                          STATION DESCRIPTION
 JD2789
 JD2789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JD2789'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF CLINTON, ABOUT
 JD2789'0.48 KM (0.30 MI) SOUTH OF STATE ROUTE7, AT THE CLINTON MEMORIAL
 JD2789'AIRPORT.  OWNERSHIP--CITY OF CLINTON CITY HALL, CLINTON, MO 64735.
 JD2789'AIRPORT MANAGER IS G.R. LOWE, PHONE IS 816-885-6121, 885-8223,
 JD2789'885-3140.
 JD2789'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 7 EAST AND STATE
 JD2789'ROUTE 13, LOCATED ABOUT 2.3 KM (1.45 MI) SOUTH OF THE JUNCTION OF
 JD2789'STATE ROUTE 52 EAST, AT THE EAST SIDE OF CLINTON, GO EAST ALONG STATE
 JD2789'ROUTE 7 FOR 3.1 KM (1.95 MI) TO ROAD AA ON THE RIGHT, CONTINE EAST
 JD2789'ALONG STATE ROUTE 7 FOR 2.8 KM (1.75 MI) TO THE AIRPORT ACCESS ROAD ON
 JD2789'THE RIGHT.  TURN RIGHT AND GO SOUTH OVER A CATTLE GUARD THEN ALONG A
 JD2789'GRAVEL AND TAR ROAD FOR 0.48 KM (0.30 MI) TO THE AIRPORT OFFICE AND
 JD2789'TRAILER.  THEN GO SOUTHERLY ALONG AN APPRON AND TAXIWAY FOR 0.88 KM
 JD2789'(0.55 MI) TO THE SOUTHWEST END OF RUNWAY 4-22 AND THE STATION SET
 JD2789'BETWEEN THE TAXIWAY AND THE RUNWAY.
 JD2789'THE STATION MARK IS SET 6.6 M (21.7 FT) SOUTHEAST OF THE SOUTHEAST
 JD2789'EDGE OF THE TAXIWAY, 37.6 M (123.4 FT) WEST-NORTHWEST OF A TAXIWAY
 JD2789'GUIDANCE SIGN SLAB, 11.65 M (38.2 FT) NORTHEAST OF THE NORTHEAST EDGE
 JD2789'OF THE TAXIWAY APPROACH TO RUNWAY END 4.
 JD2789'DESCRIBED BY R.D.BALL.  NOTIFY MANAGER OF WORK SCHEDULE.
 JD2789'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2789
 JD2789                          STATION RECOVERY (1990)
 JD2789
 JD2789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JD2789'THIS STATION IS AT THE SOUTHWEST END OF THE CLINTON MEMORIAL AIRPORT,
 JD2789'123.4 FT (37.6 M) NORTHWEST OF A TAXIWAY GUIDANCE SIGN, 46.7 FT (14.2
 JD2789'M) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, AND 63.2 FT (19.3 M)
 JD2789'NORTHEAST OF THE CENTERLINE OF THE TAXIWAY TO THE APPROACH END 4.  THE
 JD2789'STATION IS AN NGS STEEL ROD SET IN A PVC SLEEVE AND COVERED WITH A
 JD2789'LOGO CAP FLUSH WITH THE GROUND.  THE ACCESS CAP IS STAMPED CLINTPORT
 JD2789'AZ MK 1990.
 JD2789
 JD2789                          STATION RECOVERY (1996)
 JD2789
 JD2789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 JD2789'THE STATION IS LOCATED ABOUT 48.0 KM (29.80 MI) SOUTH OF WARRENSBURG,
 JD2789'MO., ABOUT 6.3 KM (3.90 MI) EAST OF CLINTON, MO., AT THE CLINTON
 JD2789'MEMORIAL AIRPORT (GLY) , NEAR THE WEST CORNER OF THE GRASS MEDIAN
 JD2789'NORTH-NORTHWEST OF RUNWAY END 4.  OWNERSHIP--CITY OF CLINTON, CITY
 JD2789'HALL, CLINTON, MO.  64735.  AIRPORT MANAGER G.R.  LOWE, PHONE
 JD2789'816-885-6121, OR 885-3140 OR AT LOWE OIL COMPANY 816-885-8151.
 JD2789'CONTACTS AT THE AIRPORT ARE EARL AND SHIRLEY THOMPSON, 396C HIGHWAY 7,
 JD2789'CLINTON, MO 65735, PHONE 816-885-8889.  NOTE--THIS STATION IS A
 JD2789'SECONDARY AIRPORT CONTROL STATION (SACS) .  TO REACH THE STATION FROM
 JD2789'THE JUNCTION OF STATE HIGHWAYS 7 AND 13 LOCATED ON THE EAST SIDE OF
 JD2789'CLINTON, GO EAST, 3.37 KM (2.10 MI) ALONG HIGHWAY 7 TO COUNTY ROAD AA
 JD2789'ON THE RIGHT.  CONTINUE EAST, 2.9 KM (1.80 MI) ALONG HIGHWAY 7 TO THE
 JD2789'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, 0.48 KM (0.30
 JD2789'MI) ALONG THE ENTRANCE ROAD TO THE AIRPORT OFFICE AND TRAILER. GO
 JD2789'SOUTHERLY, 0.16 KM (0.10 MI) AROUND HANGARS, ALONG APRON AND TAXI TO
 JD2789'THE WINDSOCK ON THE RIGHT.  CONTINUE SOUTHWEST, 0.72 KM (0.45 MI)
 JD2789'ALONG THE MAIN TAXI TO THE STATION ON THE LEFT, JUST BEFORE THE END.
 JD2789'STATION IS 37.6 M (123.4 FT) WEST-NORTHWEST OF A TAXI MARKER SIGN
 JD2789'SLAB, 11.65 M (38.22 FT) NORTHEAST OF THE END TAXI/RAMPS NORTHEAST
 JD2789'EDGE, 6.6 M (21.7 FT) SOUTHEAST OF THE MAIN TAXIS SOUTHEAST EDGE, AND
 JD2789'THE STATION IS ABOUT LEVEL WITH THE TAXIS AND FLUSH WITH THE GROUND
 JD2789'SURFACE.  BY R.G.  HAYES  NOTE--THE DATUM POINT IS A PUNCH MARK ON THE
 JD2789'TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 3.26 M,
 JD2789'(10.70 FT) IN A GREASE FILLED SLEEVE 0.93 M (3.05 FT) LONG, ENCASED IN
 JD2789'A 5-INCH PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE.  ACCESS TO THE
 JD2789'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7149 ***********************************************************************
 AE7149  DESIGNATION -  CLN 01
 AE7149  PID         -  AE7149
 AE7149  STATE/COUNTY-  MO/CLINTON
 AE7149  USGS QUAD   -  CAMERON EAST (1984)
 AE7149
 AE7149                         *CURRENT SURVEY CONTROL
 AE7149  ___________________________________________________________________
 AE7149* NAD 83(1997)-  39 44 32.86621(N)    094 14 22.36043(W)     ADJUSTED  
 AE7149* NAVD 88     -       316.02   (meters)    1036.8    (feet)  N HEIGHT  
 AE7149  ___________________________________________________________________
 AE7149  X           -    -363,072.067 (meters)                     COMP
 AE7149  Y           -  -4,897,818.055 (meters)                     COMP
 AE7149  Z           -   4,056,220.632 (meters)                     COMP
 AE7149  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AE7149  ELLIP HEIGHT-         283.52  (meters)          (03/31/98) GPS OBS
 AE7149  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 AE7149  DYNAMIC HT  -         315.83  (meters)    1036.2   (feet)  COMP
 AE7149  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 AE7149
 AE7149  HORZ ORDER  -  B
 AE7149  VERT ORDER  -  THIRD
 AE7149  ELLP ORDER  -  THIRD     CLASS I
 AE7149
 AE7149.The horizontal coordinates were established by GPS observations
 AE7149.and adjusted by the National Geodetic Survey in March 1998..
 AE7149
 AE7149.The orthometric height was determined by differential leveling
 AE7149.and adjusted by the National Geodetic Survey in March 1998..
 AE7149.The height was determined by precise leveling from only one NSRS
 AE7149.bench mark.  This was not adequate "tie leveling" to NSRS and was
 AE7149.allowed ONLY to validate the GPS-derived height.
 AE7149
 AE7149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7149
 AE7149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7149
 AE7149.The ellipsoidal height was determined by GPS observations
 AE7149.and is referenced to NAD 83.
 AE7149
 AE7149.The geoid height was determined by GEOID03.
 AE7149
 AE7149.The dynamic height is computed by dividing the NAVD 88
 AE7149.geopotential number by the normal gravity value computed on the
 AE7149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7149.degrees latitude (g = 980.6199 gals.).
 AE7149
 AE7149.The modeled gravity was interpolated from observed gravity values.
 AE7149
 AE7149;                    North         East     Units Scale Factor Converg.
 AE7149;SPC MO W     -   396,907.120   872,323.325   MT  0.99994731   +0 09 59.5
 AE7149;UTM  15      - 4,399,908.301   393,794.898   MT  0.99973887   -0 47 33.2
 AE7149
 AE7149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7149!SPC MO W     -   0.99995552  x   0.99994731  =   0.99990283
 AE7149!UTM  15      -   0.99995552  x   0.99973887  =   0.99969440
 AE7149
 AE7149                          SUPERSEDED SURVEY CONTROL
 AE7149
 AE7149  NAVD 88 (03/31/98)  316.02   (m)         1036.8    (f) LEVELING    3  
 AE7149  NGVD 29 (06/16/97)  315.92   (m)         1036.5    (f) N HEIGHT    3  
 AE7149
 AE7149.Superseded values are not recommended for survey control.
 AE7149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7149.See file dsdata.txt to determine how the superseded data were derived.
 AE7149
 AE7149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9379599908(NAD 83)
 AE7149_MARKER: DD = SURVEY DISK
 AE7149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7149_STAMPING: CLN-01 1997
 AE7149_MARK LOGO: MODNR 
 AE7149_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7149+STABILITY: SURFACE MOTION
 AE7149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7149+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2005
 AE7149
 AE7149  HISTORY     - Date     Condition        Report By
 AE7149  HISTORY     - 1997     MONUMENTED       MODNR
 AE7149  HISTORY     - 20050127 GOOD             MODNR
 AE7149  HISTORY     - 20060218 GOOD             GEOCAC
 AE7149
 AE7149                          STATION DESCRIPTION
 AE7149
 AE7149'DESCRIBED BY MO DEPT OF NAT RES 1997 (BDC)
 AE7149'THE STATION IS LOCATED IN CAMERON, MO.  AT THE INTERSECTION OF 4TH
 AE7149'STREET AND CHERRY STREET.  OPPOSITE MC CORKLE PARK, NEAR THE SOUTHWEST
 AE7149'CORNER OF THE PUBLIC SCHOOL YARD, ON THE NORTH SIDE OF 4TH STREET,
 AE7149'NORTH OF THE CURB AND SOUTH OF THE SIDEWALK.  OWNERSHIP--CITY OF
 AE7149'CAMERON.  NOTE--THIS STATION IS A (FBN/CBN STATION) .  TO REACH THE
 AE7149'STATION FROM THE JUNCTION OF BUSINESS ROUTE 35 AND U.S.  HIGHWAY 36
 AE7149'NEAR THE NORTH SIDE OF CAMERON, GO SOUTH, 1.37 KM (0.85 MI) ALONG
 AE7149'BUSINESS HIGHWAY 35 TO THE TRAFFIC LIGHT AT 4TH STREET.  TURN RIGHT,
 AE7149'WEST, 0.3 KM (0.20 MI) ALONG 4TH STREET TO THE INTERSECTION WITH
 AE7149'CHERRY STREET AND THE STATION ON THE RIGHT, BETWEEN THE CURB AND
 AE7149'SIDEWALK.  STATION IS 29.2 M (95.8 FT) SOUTHWEST OF THE SCHOOL
 AE7149'BUILDINGS SOUTHWEST CORNER, 16.1 M (52.8 FT) EAST OF THE CHERRY STREET
 AE7149'CENTERLINE, 6.7 M (22.0 FT) NORTH OF THE 4TH STREET CENTERLINE, AND
 AE7149'THE MONUMENT IS ABOUT 0.1 M (0.3 FT) ABOVE THE STREET LEVEL AND FLUSH
 AE7149'WITH THE GROUND SURFACE.  BY R.G.  HAYES
 AE7149
 AE7149                          STATION RECOVERY (2005)
 AE7149
 AE7149'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 AE7149'RECOVERED IN GOOD CONDITION.
 AE7149
 AE7149                          STATION RECOVERY (2006)
 AE7149
 AE7149'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AE7149' 
 AE7149' 
 AE7149' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0941 ***********************************************************************
 HC0941  DESIGNATION -  CLOVER
 HC0941  PID         -  HC0941
 HC0941  STATE/COUNTY-  MO/ST FRANCOIS
 HC0941  USGS QUAD   -  FARMINGTON (1982)
 HC0941
 HC0941                         *CURRENT SURVEY CONTROL
 HC0941  ___________________________________________________________________
 HC0941* NAD 83(1997)-  37 49 02.75908(N)    090 27 03.08070(W)     ADJUSTED  
 HC0941* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 HC0941  ___________________________________________________________________
 HC0941  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 HC0941  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 HC0941
 HC0941  HORZ ORDER  -  THIRD
 HC0941
 HC0941.The horizontal coordinates were established by classical geodetic methods
 HC0941.and adjusted by the National Geodetic Survey in February 2000..
 HC0941
 HC0941.The orthometric height was scaled from a topographic map.
 HC0941
 HC0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0941
 HC0941.The geoid height was determined by GEOID03.
 HC0941
 HC0941;                    North         East     Units Scale Factor Converg.
 HC0941;SPC MO E     -   220,170.747   254,326.851   MT  0.99993356   +0 01 48.5
 HC0941;UTM  15      - 4,188,620.793   724,380.300   MT  1.00022015   +1 33 49.2
 HC0941
 HC0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0941!SPC MO E     -   0.99995723  x   0.99993356  =   0.99989079
 HC0941!UTM  15      -   0.99995723  x   1.00022015  =   1.00017737
 HC0941
 HC0941:                Primary Azimuth Mark                     Grid Az
 HC0941:SPC MO E     -  LIBERTYVILLE MISS R FUEL MAST            117 34 31.3
 HC0941:UTM  15      -  LIBERTYVILLE MISS R FUEL MAST            116 02 30.6
 HC0941
 HC0941|---------------------------------------------------------------------|
 HC0941| PID    Reference Object                     Distance      Geod. Az  |
 HC0941|                                                           dddmmss.s |
 HC0941| HC0924 LIBERTYVILLE MISS R FUEL MAST       APPROX.19.2 KM 1173619.8 |
 HC0941| CI4131 CLOVER AZ MK                                       1584025.0 |
 HC0941| CI4132 CLOVER RM 1                          23.870 METERS 17412     |
 HC0941| CI4133 CLOVER RM 2                          18.687 METERS 29414     |
 HC0941| HC1032 FLAT RIVER RADIO STA KFMO MAST      APPROX. 6.4 KM 3115905.2 |
 HC0941| HC1036 DESLOGE SCHOOL CHIMNEY              APPROX. 8.7 KM 3131913.5 |
 HC0941| JC1640 HALIFAX UNION ELEC MICROWAVE        APPROX.20.7 KM 3503131.5 |
 HC0941|---------------------------------------------------------------------|
 HC0941
 HC0941                          SUPERSEDED SURVEY CONTROL
 HC0941
 HC0941  NAD 83(1997)-  37 49 02.76406(N)    090 27 03.08096(W) AD(       ) 3
 HC0941  NAD 83(1986)-  37 49 02.77160(N)    090 27 03.07815(W) AD(       ) 3
 HC0941  NAD 27      -  37 49 02.58500(N)    090 27 02.63500(W) AD(       ) 3
 HC0941
 HC0941.Superseded values are not recommended for survey control.
 HC0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0941.See file dsdata.txt to determine how the superseded data were derived.
 HC0941
 HC0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2438088621(NAD 83)
 HC0941_MARKER: DS = TRIANGULATION STATION DISK
 HC0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0941+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 HC0941
 HC0941  HISTORY     - Date     Condition        Report By
 HC0941  HISTORY     - 1956     MONUMENTED       CGS
 HC0941  HISTORY     - 20020612 GOOD             MODNR
 HC0941
 HC0941                          STATION DESCRIPTION
 HC0941
 HC0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0941'THE STATION IS LOCATED, AIRLINE, ABOUT 5-1/2 MILES NORTHEAST OF
 HC0941'DOE RUN, 4-1/2 MILES SOUTHEAST OF FLAT RIVER AND 3 MILES
 HC0941'NORTHWEST OF FARMINGTON.
 HC0941'
 HC0941'THE STATION MARK IS A STANDARD DISK STAMPED CLOVER 1956 SET
 HC0941'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HC0941'WITH THE GROUND.  THE MARK IS 68 FEET NORTHEAST OF THE
 HC0941'CENTERLINE OF U.S. HIGHWAY 67 AND STATE HIGHWAY 32, 25 FEET
 HC0941'NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD AND 6.5 FEET
 HC0941'NORTHWEST OF A WHITE WITNESS POST.
 HC0941'
 HC0941'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CLOVER
 HC0941'NO 1 1956 SET IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 HC0941'4 INCHES ABOVE THE GROUND.  THE MARK IS 34 FEET NORTHEAST OF
 HC0941'THE CENTERLINE OF U.S. HIGHWAY 67 AND STATE HIGHWAY 32,
 HC0941'2 FEET NORTHWEST OF A POWER LINE POLE AND IT IS ABOUT 1
 HC0941'FOOT LOWER THAN THE STATION.
 HC0941'
 HC0941'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CLOVER NO 2
 HC0941'1956 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HC0941'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 33 FEET
 HC0941'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67 AND STATE
 HC0941'HIGHWAY 32, 3 FEET SOUTH OF A POWER LINE POLE AND IT IS
 HC0941'ABOUT 2 FEET HIGHER THAN THE STATION.
 HC0941'
 HC0941'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLOVER 1956
 HC0941'SET IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 HC0941'ABOVE THE GROUND.  THE MARK IS 32 FEET NORTH OF THE CENTERLINE
 HC0941'OF U.S. HIGHWAY 67 AND STATE HIGHWAY 32.
 HC0941'
 HC0941'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FLAT RIVER
 HC0941'GO SOUTH FOR 0.05 MILE ON STATE HIGHWAY 8 TO THE JUNCTION OF
 HC0941'STATE HIGHWAYS 8 AND 32.  CONTINUE STRAIGHT AHEAD KEEPING
 HC0941'ON STATE HIGHWAY 32 FOR 1.55 MILE TO THE JUNCTION OF U.S.
 HC0941'HIGHWAY 67 AND STATE HIGHWAY 32.  TURN RIGHT ON U.S. HIGHWAY
 HC0941'67 AND STATE HIGHWAY 32 AND GO EASTERLY FOR 2.95 MILES TO
 HC0941'A SIDE ROAD LEFT AND THE STATION AS DESCRIBED.  FROM THE
 HC0941'STATION CONTINUE EASTERLY ON U.S. HIGHWAY 67 AND STATE HIGHWAY
 HC0941'32 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HC0941'
 HC0941'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HC0941
 HC0941                          STATION RECOVERY (2002)
 HC0941
 HC0941'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (SEW)
 HC0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0924 ***********************************************************************
 GE0924  DESIGNATION -  CLOW
 GE0924  PID         -  GE0924
 GE0924  STATE/COUNTY-  MO/HOWELL
 GE0924  USGS QUAD   -  WHITE CHURCH (1986)
 GE0924
 GE0924                         *CURRENT SURVEY CONTROL
 GE0924  ___________________________________________________________________
 GE0924* NAD 83(1997)-  36 45 07.90809(N)    091 47 43.65485(W)     ADJUSTED  
 GE0924* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 GE0924  ___________________________________________________________________
 GE0924  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GE0924  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GE0924
 GE0924  HORZ ORDER  -  SECOND
 GE0924
 GE0924.The horizontal coordinates were established by classical geodetic methods
 GE0924.and adjusted by the National Geodetic Survey in February 2000..
 GE0924
 GE0924.The orthometric height was scaled from a topographic map.
 GE0924
 GE0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0924
 GE0924.The geoid height was determined by GEOID03.
 GE0924
 GE0924;                    North         East     Units Scale Factor Converg.
 GE0924;SPC MO C     -   102,185.813   562,911.494   MT  0.99998208   +0 25 17.7
 GE0924;UTM  15      - 4,068,059.668   607,524.325   MT  0.99974243   +0 43 14.9
 GE0924
 GE0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0924!SPC MO C     -   0.99995243  x   0.99998208  =   0.99993451
 GE0924!UTM  15      -   0.99995243  x   0.99974243  =   0.99969487
 GE0924
 GE0924|---------------------------------------------------------------------|
 GE0924| PID    Reference Object                     Distance      Geod. Az  |
 GE0924|                                                           dddmmss.s |
 GE0924| CI0610 CLOW RM 1                            23.788 METERS 02255     |
 GE0924| CI0611 CLOW RM 2                            25.539 METERS 20421     |
 GE0924| CI0609 CLOW AZ MK                                         2082622.2 |
 GE0924| GE0912 WEST PLAINS RAD STA KWPM MAST       APPROX. 3.6 KM 2532141.7 |
 GE0924|---------------------------------------------------------------------|
 GE0924
 GE0924                          SUPERSEDED SURVEY CONTROL
 GE0924
 GE0924  NAD 83(1997)-  36 45 07.90985(N)    091 47 43.65592(W) AD(       ) 2
 GE0924  NAD 83(1986)-  36 45 07.91798(N)    091 47 43.65357(W) AD(       ) 2
 GE0924  NAD 27      -  36 45 07.70400(N)    091 47 43.12200(W) AD(       ) 2
 GE0924
 GE0924.Superseded values are not recommended for survey control.
 GE0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0924.See file dsdata.txt to determine how the superseded data were derived.
 GE0924
 GE0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0752468060(NAD 83)
 GE0924_MARKER: DS = TRIANGULATION STATION DISK
 GE0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0924_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0924+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 GE0924
 GE0924  HISTORY     - Date     Condition        Report By
 GE0924  HISTORY     - 1953     MONUMENTED       CGS
 GE0924  HISTORY     - 1963     GOOD             CGS
 GE0924  HISTORY     - 1977     GOOD             NGS
 GE0924  HISTORY     - 1981     GOOD             USE
 GE0924  HISTORY     - 20060314 GOOD             MODNR
 GE0924
 GE0924                          STATION DESCRIPTION
 GE0924
 GE0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0924'THE STATION IS ABOUT 3 MILES EAST AND 1-3/4 MILES NORTH OF
 GE0924'WEST PLAINS, IN THE NORTHEAST 1/4 OF SEC. 13, T 24 N, R 8 W,
 GE0924'ON LAND OWNED BY ISSAC CLOW.  IT IS 36 FEET SOUTHEAST OF THE
 GE0924'CENTER OF THE HIGHWAY, 15 FEET WEST OF A SMALL GROVE OF OAK
 GE0924'TREES, 3 FEET SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST
 GE0924'AND 1 FOOT NORTHWEST OF A FENCE.
 GE0924'
 GE0924'TO REACH THE STATION FROM THE COURTHOUSE IN WEST PLAINS, GO
 GE0924'NORTHEASTERLY ON STATE HIGHWAYS 17 AND 14, ALSO U.S. HIGHWAY 160
 GE0924'FOR 4.45 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GE0924'NORTHERLY FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 GE0924'
 GE0924'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CLOW
 GE0924'1953.
 GE0924'
 GE0924'REFERENCE MARK 1 IS 34 FEET SOUTHEAST OF THE CENTER OF THE
 GE0924'HIGHWAY AND 2 FEET NORTHWEST OF A FENCE.  THE MARK PROJECTS
 GE0924'6 INCHES AND THE DISK IS STAMPED CLOW NO 1 1953.
 GE0924'
 GE0924'REFERENCE MARK 2 IS 39 FEET SOUTHEAST OF THE CENTER OF THE
 GE0924'HIGHWAY AND 1 FOOT NORTHWEST OF THE FENCE.  THE MARK PROJECTS
 GE0924'6 INCHES AND THE DISK IS STAMPED CLOW NO 2 1953.
 GE0924'
 GE0924'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTER OF THE HIGHWAY,
 GE0924'3 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT EAST
 GE0924'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE0924'CLOW 1953.
 GE0924'
 GE0924'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GE0924
 GE0924                          STATION RECOVERY (1963)
 GE0924
 GE0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GE0924'DESCRIPTION GOOD.  STATION AND REFERENCE MARKS 1 AND 2 RECOVERED
 GE0924'IN GOOD CONDITION.  AZIMUTH MARK ONLY THING VISIBLE FROM TRIPOD
 GE0924'HEIGHT.
 GE0924
 GE0924                          STATION RECOVERY (1977)
 GE0924
 GE0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CRL)
 GE0924'STATION RECOVERED AND IN GOOD CONDITION.  IT IS LOCATED ON TOP OF A
 GE0924'SMALL RISE, IN THE FRONT YARD OF A HOUSE WITH ROCK SIDING, 37.2 FEET
 GE0924'EAST OF THE CENTERLINE OF HIGHWAY 160, 20 FEET WEST OF A TWIN FORK
 GE0924'OAK TREE, 5.5 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE AND
 GE0924'PROJECTS 8 INCHES.
 GE0924'
 GE0924'REFERENCE MARK NO. 1 IS NORTH OF THE STATION 1 FOOT EAST OF THE
 GE0924'EAST RIGHT-OF-WAY FENCE AND PROJECTS 4 INCHES.
 GE0924'
 GE0924'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 8.6 FEET EAST OF THE
 GE0924'EAST RIGHT-OF-WAY FENCE, 25 FEET NORTH-NORTHEAST OF A TELEPHONE POLE
 GE0924'AND PROJECTS 3 INCHES.
 GE0924'
 GE0924'THE AZIMUTH MARK WAS NOT RECOVERED.
 GE0924'
 GE0924'TO REACH FROM THE JUNCTION OF US HIGHWAY 160 AND STATE HIGHWAY 17,
 GE0924'WHICH IS ABOUT 4 MILES NORTHEAST OF WEST PLAINS, GO WEST AND
 GE0924'SOUTHWEST ON US HIGHWAY 160 FOR 0.55 MILE TO THE STATION ON LEFT.
 GE0924'
 GE0924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES NW OF
 GE0924'WEST PLAINS, MISSOURI.
 GE0924
 GE0924                          STATION RECOVERY (1981)
 GE0924
 GE0924'RECOVERY NOTE BY US ENGINEERS 1981
 GE0924'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED
 GE0924'ROUTE DESCRIPTION ADEQUATE.
 GE0924
 GE0924                          STATION RECOVERY (2006)
 GE0924
 GE0924'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2492 ***********************************************************************
 JD2492  DESIGNATION -  CLUB
 JD2492  PID         -  JD2492
 JD2492  STATE/COUNTY-  MO/COLE
 JD2492  USGS QUAD   -  LOHMAN (1981)
 JD2492
 JD2492                         *CURRENT SURVEY CONTROL
 JD2492  ___________________________________________________________________
 JD2492* NAD 83(1997)-  38 35 04.32946(N)    092 15 50.88685(W)     ADJUSTED  
 JD2492* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 JD2492  ___________________________________________________________________
 JD2492  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 JD2492  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JD2492
 JD2492  HORZ ORDER  -  THIRD
 JD2492
 JD2492.The horizontal coordinates were established by classical geodetic methods
 JD2492.and adjusted by the National Geodetic Survey in February 2000..
 JD2492
 JD2492.The orthometric height was scaled from a topographic map.
 JD2492
 JD2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2492
 JD2492.The geoid height was determined by GEOID03.
 JD2492
 JD2492;                    North         East     Units Scale Factor Converg.
 JD2492;SPC MO C     -   305,338.953   520,549.708   MT  0.99993853   +0 08 49.6
 JD2492;UTM  15      - 4,270,930.428   564,091.172   MT  0.99965058   +0 27 32.2
 JD2492
 JD2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2492!SPC MO C     -   0.99996427  x   0.99993853  =   0.99990280
 JD2492!UTM  15      -   0.99996427  x   0.99965058  =   0.99961486
 JD2492
 JD2492|---------------------------------------------------------------------|
 JD2492| PID    Reference Object                     Distance      Geod. Az  |
 JD2492|                                                           dddmmss.s |
 JD2492| CN6655 CLUB RM 1                            23.421 METERS 11201     |
 JD2492| JD2493 CLUB 2                               42.216 METERS 17033     |
 JD2492| CN6656 CLUB RM 2                            14.115 METERS 28601     |
 JD2492| CN6654 CLUB AZ MK                                         2913655.6 |
 JD2492| JD2489 MEDLOCK RESET                       APPROX. 8.6 KM 3122944.7 |
 JD2492|---------------------------------------------------------------------|
 JD2492
 JD2492                          SUPERSEDED SURVEY CONTROL
 JD2492
 JD2492  NAD 83(1986)-  38 35 04.34085(N)    092 15 50.89197(W) AD(       ) 3
 JD2492  NAD 27      -  38 35 04.22930(N)    092 15 50.22460(W) AD(       ) 3
 JD2492
 JD2492.Superseded values are not recommended for survey control.
 JD2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2492.See file dsdata.txt to determine how the superseded data were derived.
 JD2492
 JD2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6409170930(NAD 83)
 JD2492_MARKER: DS = TRIANGULATION STATION DISK
 JD2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2492
 JD2492  HISTORY     - Date     Condition        Report By
 JD2492  HISTORY     - 1949     MONUMENTED       CGS
 JD2492  HISTORY     - 1954     GOOD             CGS
 JD2492  HISTORY     - 1964     GOOD             CGS
 JD2492
 JD2492                          STATION DESCRIPTION
 JD2492
 JD2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2492'STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF JEFFERSON CITY AND
 JD2492'4 MILES EAST OF ST. MARTIN ACROSS THE HIGHWAY FROM THE JEFFERSON
 JD2492'CITY COUNTRY CLUB.  STATION IS 40 FEET NORTH OF THE CENTERLINE OF
 JD2492'U.S. HIGHWAY 50.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 JD2492'STAMPED CLUB 1949.
 JD2492'
 JD2492'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF THE CENTERLINE OF U.S.
 JD2492'HIGHWAY 50 AND 2 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS
 JD2492'ABOUT 3 INCHES AND THE DISK IS STAMPED CLUB NO 1 1949.
 JD2492'
 JD2492'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF THE CENTERLINE OF U.S.
 JD2492'HIGHWAY 50 AND 1.5 FEET EAST OF A TELEPHONE POLE.  THE MARK
 JD2492'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CLUB NO 2 1949.
 JD2492'
 JD2492'AZIMUTH MARK IS 22 FEET WEST OF THE APPROXIMATE CENTERLINE OF A
 JD2492'GRAVEL ROAD AND 2 FEET NORTHEAST OF A WITNESS POST.  THE MARK
 JD2492'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLUB 1949.
 JD2492'
 JD2492'TO REACH FROM THE CHURCH AND SCHOOL IN ST. MARTIN GO EAST ON
 JD2492'U.S. HIGHWAY 50 FOR 4.0 MILES TO GRAVEL ROAD NORTH.  AZIMUTH MARK
 JD2492'IS ABOUT 100 FEET NORTH ALONG WEST SIDE OF GRAVEL ROAD AS
 JD2492'DESCRIBED.  CONTINUE EAST FOR 0.25 MILE TO STATION ON LEFT OR
 JD2492'NORTH SIDE OF HIGHWAY AS DESCRIBED.
 JD2492'
 JD2492'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD2492
 JD2492                          STATION RECOVERY (1954)
 JD2492
 JD2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 JD2492'ALL MARKS WERE RECOVERED AS DESCRIBED.
 JD2492
 JD2492                          STATION RECOVERY (1964)
 JD2492
 JD2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 JD2492'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JD2492'CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN DESTROYED.
 JD2492'ROAD CONSTRUCTION WORK WOULD DESTROY THE STATION AND BOTH
 JD2492'REFERENCE MARKS, SO THEY WERE RESET.  FOR DETAILS, SEE THE
 JD2492'DESCRIPTION FOR CLUB 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2493 ***********************************************************************
 JD2493  DESIGNATION -  CLUB 2
 JD2493  PID         -  JD2493
 JD2493  STATE/COUNTY-  MO/COLE
 JD2493  USGS QUAD   -  LOHMAN (1981)
 JD2493
 JD2493                         *CURRENT SURVEY CONTROL
 JD2493  ___________________________________________________________________
 JD2493* NAD 83(1997)-  38 35 02.97899(N)    092 15 50.60024(W)     ADJUSTED  
 JD2493* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 JD2493  ___________________________________________________________________
 JD2493  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 JD2493  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JD2493
 JD2493  HORZ ORDER  -  THIRD
 JD2493
 JD2493.The horizontal coordinates were established by classical geodetic methods
 JD2493.and adjusted by the National Geodetic Survey in February 2000..
 JD2493.No horizontal observational check was made to the station.
 JD2493
 JD2493.The orthometric height was scaled from a topographic map.
 JD2493
 JD2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2493
 JD2493.The geoid height was determined by GEOID03.
 JD2493
 JD2493;                    North         East     Units Scale Factor Converg.
 JD2493;SPC MO C     -   305,297.331   520,556.752   MT  0.99993854   +0 08 49.7
 JD2493;UTM  15      - 4,270,888.857   564,098.439   MT  0.99965059   +0 27 32.4
 JD2493
 JD2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2493!SPC MO C     -   0.99996427  x   0.99993854  =   0.99990281
 JD2493!UTM  15      -   0.99996427  x   0.99965059  =   0.99961487
 JD2493
 JD2493|---------------------------------------------------------------------|
 JD2493| PID    Reference Object                     Distance      Geod. Az  |
 JD2493|                                                           dddmmss.s |
 JD2493| CN6657 CLUB 2 RM 3                          21.016 METERS 10902     |
 JD2493| CN6658 CLUB 2 RM 4                          13.942 METERS 28930     |
 JD2493| JD2492 CLUB                                 42.216 METERS 35033     |
 JD2493|---------------------------------------------------------------------|
 JD2493
 JD2493                          SUPERSEDED SURVEY CONTROL
 JD2493
 JD2493  NAD 83(1986)-  38 35 02.99038(N)    092 15 50.60536(W) AD(       ) 3
 JD2493  NAD 27      -  38 35 02.87881(N)    092 15 49.93826(W) AD(       ) 3
 JD2493
 JD2493.Superseded values are not recommended for survey control.
 JD2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2493.See file dsdata.txt to determine how the superseded data were derived.
 JD2493
 JD2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6409870889(NAD 83)
 JD2493_MARKER: DS = TRIANGULATION STATION DISK
 JD2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2493_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2493
 JD2493  HISTORY     - Date     Condition        Report By
 JD2493  HISTORY     - 1964     MONUMENTED       CGS
 JD2493  HISTORY     - 1969     GOOD             LOCENG
 JD2493  HISTORY     - 1971     GOOD             NGS
 JD2493
 JD2493                          STATION DESCRIPTION
 JD2493
 JD2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 JD2493'STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF JEFFERSON CITY AND
 JD2493'4 MILES EAST OF ST. MARTIN AND ALONG THE NORTH BOUNDARY OF THE
 JD2493'JEFFERSON CITY COUNTRY CLUB IN SEC. 8, T 44 N., R 12 W., 124 FEET
 JD2493'SOUTH OF THE CENTERLINE OF THE DUAL U.S. HIGHWAY 50, 78 FEET WEST
 JD2493'OF THE WEST END OF THE NORTH ONE OF TWO WATER STORAGE TANKS FOR
 JD2493'THE GOLF COURSE, 51 FEET EAST OF A POPLAR TREE, 40 FEET WEST OF
 JD2493'ANOTHER 12-INCH POPLAR TREE, 2.5 FEET EAST-NORTHEAST ANOTHER
 JD2493'12-INCH POPLAR TREE, AND 1 FOOT EAST OF A NEW STEEL WITNESS
 JD2493'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 JD2493'DISK IS STAMPED CLUB 2 1964.
 JD2493'
 JD2493'TO REACH THE STATION FROM THE ST. MARTINS CATHOLIC CHURCH IN
 JD2493'ST. MARTINS VILLAGE, GO EAST ON U.S. HIGHWAY 50 FOR 4.3
 JD2493'MILES TO THE STATION ON THE RIGHT ON THE NORTH EDGE OF GOLF
 JD2493'COURSE FOR THE JEFFERSON CITY GOLF CLUB.  THE MARK IS ABOUT
 JD2493'1/4 MILE WEST OF THE CLUBHOUSE.
 JD2493'
 JD2493'REFERENCE MARK NO. 3 IS 124 FEET SOUTH OF THE CENTERLINE OF
 JD2493'DUAL U.S. HIGHWAY 50, AND 9 FEET WEST OF THE WEST END OF THE NORTH
 JD2493'ONE OF TWO STORAGE WATER TANKS FOR THE GOLF COURSE.  THE MARK
 JD2493'PROJECTS 1 INCH AND THE DISK IS STAMPED CLUB 2 NO 3 1964.
 JD2493'
 JD2493'REFERENCE MARK NO. 4 IS 124 FEET SOUTH OF THE CENTERLINE OF DUAL
 JD2493'U.S. HIGHWAY 50, 7 FEET EAST OF HIGHWAY SURVEY STATION 530 PLUS
 JD2493'50, AND 6 FEET EAST OF A POPLAR TREE.  THE MARK IS FLUSH WITH THE
 JD2493'SURFACE OF THE GROUND AND THE DISK IS STAMPED CLUB 2 NO 4 1964.
 JD2493'
 JD2493'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 JD2493'
 JD2493'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD2493
 JD2493                          STATION RECOVERY (1969)
 JD2493
 JD2493'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (ARS)
 JD2493'CLUB 2 1964 GOOD
 JD2493'
 JD2493'CLUB 2 NO. 4 GOOD
 JD2493'
 JD2493'CLUB 2 NO. 3 GOOD
 JD2493'
 JD2493'AS NOTED IN THE 1964 DESCRIPTION, NO AZIMUTH MARK WAS ESTABLISHED
 JD2493'FOR THIS STATION.  STATION (ALGOA FARMS
 JD2493'WATER TANK) IS VISIBLE FROM THE GROUND, AND IS MORE EASILY
 JD2493'LOCATED THAN ST. MARTINS CHURCH SPIRE AS SHOWN IN THE DATA.
 JD2493
 JD2493                          STATION RECOVERY (1971)
 JD2493
 JD2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2493'THE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4
 JD2493'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS WERE FOUND
 JD2493'IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JD2493'RECOVERY.
 JD2493'
 JD2493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2493'ABOUT 4 MILES EAST OF ST. MARTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1269 ***********************************************************************
 LF1269  DESIGNATION -  CLYDE BENEDICTINE CONVENT TANK
 LF1269  PID         -  LF1269
 LF1269  STATE/COUNTY-  MO/NODAWAY
 LF1269  USGS QUAD   -  RAVENWOOD (1985)
 LF1269
 LF1269                         *CURRENT SURVEY CONTROL
 LF1269  ___________________________________________________________________
 LF1269* NAD 83(1997)-  40 15 23.67514(N)    094 40 00.83655(W)     ADJUSTED  
 LF1269* NAVD 88     -                                                        
 LF1269  ___________________________________________________________________
 LF1269  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 LF1269  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LF1269
 LF1269  HORZ ORDER  -  THIRD
 LF1269
 LF1269.The horizontal coordinates were established by classical geodetic methods
 LF1269.and adjusted by the National Geodetic Survey in February 2000..
 LF1269
 LF1269
 LF1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1269
 LF1269.The geoid height was determined by GEOID03.
 LF1269
 LF1269;                    North         East     Units Scale Factor Converg.
 LF1269;SPC MO W     -   453,969.096   835,802.165   MT  0.99994366   -0 06 28.3
 LF1269;UTM  15      - 4,457,568.041   358,244.635   MT  0.99984736   -1 04 38.5
 LF1269
 LF1269                          SUPERSEDED SURVEY CONTROL
 LF1269
 LF1269  NAD 83(1997)-  40 15 23.67489(N)    094 40 00.83665(W) AD(       ) 4
 LF1269  NAD 83(1997)-  40 15 23.67529(N)    094 40 00.84009(W) AD(       ) 4
 LF1269  NAD 83(1986)-  40 15 23.67650(N)    094 40 00.83756(W) AD(       ) 4
 LF1269  NAD 27      -  40 15 23.70600(N)    094 39 59.96200(W) AD(       ) 3
 LF1269
 LF1269.Superseded values are not recommended for survey control.
 LF1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1269.See file dsdata.txt to determine how the superseded data were derived.
 LF1269
 LF1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE5824557568(NAD 83)
 LF1269_MARKER: 53 = ELEVATED TANK
 LF1269
 LF1269  HISTORY     - Date     Condition        Report By
 LF1269  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1269
 LF1269                          STATION DESCRIPTION
 LF1269
 LF1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1269'THIS STATION IS THE TANK BELONGING TO THE BENEDICTINE CONVENT OF
 LF1269'PERPETUAL ADORATION, ABOUT 0.7 MILE SE OF CLYDE, MISSOURI.  IT
 LF1269'IS LOCATED S OF THE ROAD WHICH RUNS ALONG THE S SIDE OF THE
 LF1269'CONVENT GROUNDS AND WHICH DIVIDES SECTIONS 18 AND 19.  IT IS
 LF1269'ABOUT 40 FEET S OF THIS ROAD, IN NW CORNER, NE 1/4 SECTION 19,
 LF1269'T 63 N, R 33 W.  THE TANK IS VERY PROMINENT AND CAN BE SEEN FOR
 LF1269'MILES IN ALL DIRECTIONS.  IT WAS ERECTED IN 1934.
 LF1269'
 LF1269'THE TANK HAS FOUR TRUSS-WORK LEGS ABOUT 120 FEET HIGH.  THE OVAL
 LF1269'SECTION EXTENDS DOWNWARD ABOUT 15 FEET, FROM WHICH A FEEDPIPE
 LF1269'JACKET EXTENDS TO THE GROUND.  THE VERTICAL SECTION IS ABOUT 30
 LF1269'FEET HIGH AND HAS A CAT-WALK AND RAIL AROUND ITS BASE.  THE
 LF1269'CONICAL ROOF IS ABOUT 5 FEET HIGH AND HAS A BALL AT ITS APEX.
 LF1269'THE OWNERS OF THE TANK ARE CONSIDERING PLACING A LIGHT ON THE
 LF1269'TANK IN THE NEAR FUTURE.  THE ENTIRE TANK IS SILVER IN COLOR.
 LF1269'THE TOTAL HEIGHT IS ABOUT 160 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7150 ***********************************************************************
 AE7150  CBN         -  This is a Cooperative Base Network Control Station.
 AE7150  DESIGNATION -  CO 02
 AE7150  PID         -  AE7150
 AE7150  STATE/COUNTY-  MO/COLE
 AE7150  USGS QUAD   -  JEFFERSON CITY (1981)
 AE7150
 AE7150                         *CURRENT SURVEY CONTROL
 AE7150  ___________________________________________________________________
 AE7150* NAD 83(1997)-  38 35 41.02690(N)    092 13 43.07408(W)     ADJUSTED  
 AE7150* NAVD 88     -       221.682  (meters)     727.30   (feet)  ADJUSTED  
 AE7150  ___________________________________________________________________
 AE7150  X           -    -194,111.618 (meters)                     COMP
 AE7150  Y           -  -4,987,888.734 (meters)                     COMP
 AE7150  Z           -   3,957,371.727 (meters)                     COMP
 AE7150  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AE7150  ELLIP HEIGHT-         189.35  (meters)          (03/31/98) GPS OBS
 AE7150  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 AE7150  DYNAMIC HT  -         221.534 (meters)     726.82  (feet)  COMP
 AE7150  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 AE7150
 AE7150  HORZ ORDER  -  B
 AE7150  VERT ORDER  -  THIRD
 AE7150  ELLP ORDER  -  THIRD     CLASS I
 AE7150
 AE7150.The horizontal coordinates were established by GPS observations
 AE7150.and adjusted by the National Geodetic Survey in March 1998..
 AE7150
 AE7150.The orthometric height was determined by differential leveling
 AE7150.and adjusted by the National Geodetic Survey in March 1998..
 AE7150
 AE7150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7150
 AE7150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7150
 AE7150.The ellipsoidal height was determined by GPS observations
 AE7150.and is referenced to NAD 83.
 AE7150
 AE7150.The geoid height was determined by GEOID03.
 AE7150
 AE7150.The dynamic height is computed by dividing the NAVD 88
 AE7150.geopotential number by the normal gravity value computed on the
 AE7150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7150.degrees latitude (g = 980.6199 gals.).
 AE7150
 AE7150.The modeled gravity was interpolated from observed gravity values.
 AE7150
 AE7150;                    North         East     Units Scale Factor Converg.
 AE7150;SPC MO C     -   306,479.002   523,639.616   MT  0.99994021   +0 10 09.4
 AE7150;UTM  15      - 4,272,086.948   567,173.945   MT  0.99965557   +0 28 52.3
 AE7150
 AE7150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7150!SPC MO C     -   0.99997029  x   0.99994021  =   0.99991050
 AE7150!UTM  15      -   0.99997029  x   0.99965557  =   0.99962587
 AE7150
 AE7150                          SUPERSEDED SURVEY CONTROL
 AE7150
 AE7150  NAVD 88 (03/31/98)  221.68   (m)          727.3    (f) LEVELING    3  
 AE7150
 AE7150.Superseded values are not recommended for survey control.
 AE7150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7150.See file dsdata.txt to determine how the superseded data were derived.
 AE7150
 AE7150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6717472087(NAD 83)
 AE7150_MARKER: DD = SURVEY DISK
 AE7150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7150_STAMPING: CO 02 1993
 AE7150_MARK LOGO: MODNR 
 AE7150_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7150+STABILITY: SURFACE MOTION
 AE7150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7150+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1999
 AE7150
 AE7150  HISTORY     - Date     Condition        Report By
 AE7150  HISTORY     - 1993     MONUMENTED       MODNR
 AE7150  HISTORY     - 19970114 GOOD             NGS
 AE7150  HISTORY     - 19970213 GOOD             NGS
 AE7150  HISTORY     - 19990722 GOOD             NGS
 AE7150  HISTORY     - 19990723 GOOD             NGS
 AE7150
 AE7150                          STATION DESCRIPTION
 AE7150
 AE7150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 AE7150'THE STATION IS LOCATED NEAR THE NORTHWEST SIDE OF JEFFERSON CITY, MO.,
 AE7150'ON THE SOUTH SIDE OF TRUMAN BOULEVARD, IN THE GRASS ISLAND BETWEEN
 AE7150'TRUMAN BOULEVARD AND A PARKING LOT, ALONG THE WEST-NORTHWEST SIDE OF
 AE7150'THE ENTRANCE ROAD TO THE MISSOURI DEPARTMENT OF CONSERVATION
 AE7150'HEADQUARTERS.  OWNERSHIP--STATE OF MISSOURI.  NOTE--THIS STATION IS A
 AE7150'(FBN/CBN STATION) .  TO REACH THE STATION FROM THE JUNCTION OF WEST
 AE7150'TRUMAN BOULEVARD AND U.S.  HIGHWAY 50 ON THE WEST SIDE OF JEFFERSON
 AE7150'CITY, GO NORTHEASTERLY, 3.2 KM (2.00 MI) ALONG TRUMAN BOULEVARD TO THE
 AE7150'STATION ON THE RIGHT, ON THE RIGHT SIDE OF THE ENTRANCE ROAD. STATION
 AE7150'IS 31.1 M (102.0 FT) SOUTH OF THE BOULEVARD CENTERLINE, 9.7 M (31.8
 AE7150'FT) NORTHWEST OF THE ENTRANCE ROAD CENTERLINE, 6.4 M (21.0 FT) WEST OF
 AE7150'A LAMP POLE, 3.8 M (12.5 FT) EAST OF THE PARKING LOTS NORTHEAST
 AE7150'CORNER, 1.0 M (3.3 FT) NORTH-NORTHEAST OF AN ASPHALT SIDEWALK, AND THE
 AE7150'MONUMENT IS ABOUT LEVEL WITH THE SIDEWALK AND FLUSH WITH THE GROUND
 AE7150'SURFACE.  BY R.G.  HAYES
 AE7150
 AE7150                          STATION RECOVERY (1997)
 AE7150
 AE7150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE7150'THE STATION IS LOCATED NEAR THE NORTHWEST SIDE OF JEFFERSON CITY, MO.,
 AE7150'ON THE SOUTH SIDE OF TRUMAN BOULEVARD, IN THE GRASS ISLAND BETWEEN
 AE7150'TRUMAN BOULEVARD AND A PARKING LOT, ALONG THE WEST-NORTHWEST SIDE OF
 AE7150'THE ENTRANCE ROAD TO THE MISSOURI DEPARTMENT OF CONSERVATION
 AE7150'HEADQUARTERS.  OWNERSHIP--STATE OF MISSOURI.  TO REACH THE STATION
 AE7150'FROM THE JUNCTION OF WEST TRUMAN BOULEVARD AND U.S.  HIGHWAY 50 ON THE
 AE7150'WEST SIDE OF JEFFERSON CITY, GO NORTHEASTERLY, 3.2 KM (2.00 MI) ALONG
 AE7150'TRUMAN BOULEVARD TO THE STATION ON THE RIGHT, ON THE RIGHT SIDE OF THE
 AE7150'ENTRANCE ROAD.  THE STATION IS AN ALUMINUM DNR GEOGRAPHIC REFERENCE
 AE7150'SYSTEM SURVEY MARKER SET IN THE TOP OF A ROUND CONCRETE MONUMENT, IT
 AE7150'IS 31.1 M (102.0 FT) SOUTH OF THE BOULEVARD CENTERLINE, 9.7 M (31.8
 AE7150'FT) NORTHWEST OF THE ENTRANCE ROAD CENTERLINE, 6.4 M (21.0 FT) WEST OF
 AE7150'A LAMP POLE, 3.8 M (12.5 FT) EAST OF THE PARKING LOTS NORTHEAST
 AE7150'CORNER, 1.0 M (3.3 FT) NORTH-NORTHEAST OF AN ASPHALT SIDEWALK, AND THE
 AE7150'MONUMENT IS ABOUT LEVEL WITH THE SIDEWALK AND FLUSH WITH THE GROUND
 AE7150'SURFACE.  BY R.G.  HAYES.
 AE7150
 AE7150                          STATION RECOVERY (1999)
 AE7150
 AE7150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AE7150'RECOVERED AS DESCRIBED.
 AE7150
 AE7150                          STATION RECOVERY (1999)
 AE7150
 AE7150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AE7150'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2708 ***********************************************************************
 JD2708  DESIGNATION -  COAL
 JD2708  PID         -  JD2708
 JD2708  STATE/COUNTY-  MO/HENRY
 JD2708  USGS QUAD   -  GAINES (1981)
 JD2708
 JD2708                         *CURRENT SURVEY CONTROL
 JD2708  ___________________________________________________________________
 JD2708* NAD 83(1997)-  38 19 13.93636(N)    093 39 54.76528(W)     ADJUSTED  
 JD2708* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 JD2708  ___________________________________________________________________
 JD2708  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 JD2708  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JD2708
 JD2708  HORZ ORDER  -  SECOND
 JD2708
 JD2708.The horizontal coordinates were established by classical geodetic methods
 JD2708.and adjusted by the National Geodetic Survey in February 2000..
 JD2708
 JD2708.The orthometric height was scaled from a topographic map.
 JD2708
 JD2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2708
 JD2708.The geoid height was determined by GEOID03.
 JD2708
 JD2708;                    North         East     Units Scale Factor Converg.
 JD2708;SPC MO W     -   239,357.159   922,997.451   MT  1.00000678   +0 31 03.5
 JD2708;UTM  15      - 4,241,589.649   441,850.935   MT  0.99964164   -0 24 44.9
 JD2708
 JD2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2708!SPC MO W     -   0.99996503  x   1.00000678  =   0.99997181
 JD2708!UTM  15      -   0.99996503  x   0.99964164  =   0.99960668
 JD2708
 JD2708:                Primary Azimuth Mark                     Grid Az
 JD2708:SPC MO W     -  COAL AZ MK 2                             183 17 33.5
 JD2708:UTM  15      -  COAL AZ MK 2                             184 13 21.9
 JD2708
 JD2708|---------------------------------------------------------------------|
 JD2708| PID    Reference Object                     Distance      Geod. Az  |
 JD2708|                                                           dddmmss.s |
 JD2708| CN6660 COAL AZ MK 2                                       1834837.0 |
 JD2708| CN6661 COAL AZ MK 3                                       1835612.8 |
 JD2708| CN6659 COAL AZ MK                                         1840555.9 |
 JD2708| CN6664 COAL RM 3                            38.463 METERS 20128     |
 JD2708| CN6662 COAL RM 1                            35.150 METERS 21342     |
 JD2708| JD2728 CLINTON HENRY CO CTHSE FLAG         APPROX.11.2 KM 2992511.8 |
 JD2708| JD2732 CLINTON MUNICIPAL TANK              APPROX.11.3 KM 3011404.2 |
 JD2708| JD2724 CLINTON MO POWER SERV CO STACK      APPROX.11.5 KM 3063200.6 |
 JD2708| CN6663 COAL RM 2                            25.446 METERS 31547     |
 JD2708| CN6665 COAL RM 4                            30.069 METERS 33509     |
 JD2708|---------------------------------------------------------------------|
 JD2708
 JD2708                          SUPERSEDED SURVEY CONTROL
 JD2708
 JD2708  NAD 83(1997)-  38 19 13.93882(N)    093 39 54.76399(W) AD(       ) 2
 JD2708  NAD 83(1986)-  38 19 13.94572(N)    093 39 54.76368(W) AD(       ) 2
 JD2708  NAD 27      -  38 19 13.86420(N)    093 39 54.00320(W) AD(       ) 2
 JD2708
 JD2708.Superseded values are not recommended for survey control.
 JD2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2708.See file dsdata.txt to determine how the superseded data were derived.
 JD2708
 JD2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC4185141590(NAD 83)
 JD2708_MARKER: DS = TRIANGULATION STATION DISK
 JD2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2708
 JD2708  HISTORY     - Date     Condition        Report By
 JD2708  HISTORY     - 1948     MONUMENTED       CGS
 JD2708  HISTORY     - 1952     GOOD             CGS
 JD2708  HISTORY     - 1963     GOOD             CGS
 JD2708
 JD2708                          STATION DESCRIPTION
 JD2708
 JD2708'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2708'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF CLINTON
 JD2708'AND ABOUT 2.5 MILES WEST OF COAL, IN THE BARN YARD OF MR. J.F.
 JD2708'SHOEMAKERS FARM.  IT IS 58 FEET EAST OF A NORTH-SOUTH FENCE
 JD2708'LINE, 36 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 JD2708'BARN AND 10 FEET NORTH OF AN EAST-WEST BOARD FENCE.  IT IS
 JD2708'STAMPED COAL 1948 AND IS FLUSH WITH THE GROUND.
 JD2708'
 JD2708'REFERENCE MARK NO. 1 IS AT THE WEST EDGE OF A GARDEN PLOT, 6
 JD2708'INCHES WEST OF A NORTH-SOUTH FENCE LINE, 20 FEET EAST OF THE
 JD2708'CENTER OF A NORTH-SOUTH DIRT ROAD AND 80 FEET SOUTH OF THE FENCE
 JD2708'CORNER AT THE SOUTHWEST CORNER OF THE FARM YARD.  IT IS STAMPED
 JD2708'COAL NO 1 1948 AND IS FLUSH WITH THE GROUND.
 JD2708'
 JD2708'REFERENCE MARK NO. 2 IS 24 FEET EAST OF THE CENTER OF A
 JD2708'NORTH-SOUTH DIRT ROAD, 12 FEET SOUTH OF THE SOUTH END OF A
 JD2708'BOARD GATE, 7.5 FEET NORTH OF A POWER LINE POLE AND 6 INCHES
 JD2708'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED COAL NO 2 1948
 JD2708'AND IS FLUSH WITH THE GROUND.
 JD2708'
 JD2708'THE AZIMUTH MARK IS 0.1 MILE SOUTH OF A FARM HOUSE, 21 FEET
 JD2708'EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 1 FOOT NORTH OF
 JD2708'A WITNESS POST AND SET IN A NORTH-SOUTH FENCE LINE.  IT IS
 JD2708'STAMPED COAL 1948 AND PROJECTS 6 INCHES.
 JD2708'
 JD2708'TO REACH THE STATION FROM THE CROSSROAD AT COAL, GO WEST ON
 JD2708'DIRT ROAD FOR 2.65 MILES TO A CROSSROAD, TURN LEFT, SOUTH, AND
 JD2708'GO 0.5 MILE TO THE SHOEMAKER FARM AND THE STATION AS DESCRIBED.
 JD2708'
 JD2708'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.35
 JD2708'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JD2708'
 JD2708'AN 87 FOOT SIGNAL AT STATION LINCOLN IS VISIBLE AT 40 FEET.
 JD2708'
 JD2708'AN 87 FOOT SIGNAL AT STATION ICONIUM 1947 IS VISIBLE AT 40 FEET.
 JD2708'
 JD2708'A 74 FOOT SIGNAL AT STATION LOWRY IS VISIBLE AT 40 FEET.
 JD2708'
 JD2708'A 100 FOOT SIGNAL AT STATION FINEY IS VISIBLE AT 10 FEET.
 JD2708'
 JD2708'A 74 FOOT SIGNAL AT STATION GERMAN IS VISIBLE AT 40 FEET.
 JD2708'
 JD2708'A 74 FOOT SIGNAL AT GOLDEN IS VISIBLE AT 20 FEET.
 JD2708'
 JD2708'AN 87 FOOT SIGNAL AT CLINTON IS VISIBLE AT 30 FEET.
 JD2708'
 JD2708'A 74 FOOT SIGNAL AT GREEN IS VISIBLE AT 30 FEET.
 JD2708'
 JD2708'A 74 FOOT SIGNAL AT HIGH IS VISIBLE AT 30 FEET.
 JD2708'
 JD2708'A 74 FOOT SIGNAL AT SANTIAGO IS VISIBLE AT 30 FEET.
 JD2708'
 JD2708'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2708
 JD2708                          STATION RECOVERY (1952)
 JD2708
 JD2708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLP)
 JD2708'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JD2708'GOOD CONDITION.  DUE TO NEW ROAD CONSTRUCTION THE AZIMUTH MARK AND
 JD2708'BOTH REFERENCE MARKS WERE MOVED AS REQUESTED BY THE MISSOURI
 JD2708'STATE HIGHWAY DEPARTMENT.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JD2708'
 JD2708'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF CLINTON
 JD2708'AND 2 AND 1/2 MILES WEST OF COAL IN SEC. 23, T. 41 N., R. 25 W.
 JD2708'AND IN THE FARM YARD OF MR. OWEN L. SHOEMAKER, 116 FEET SOUTH
 JD2708'OF THE SOUTHWEST CORNER OF HOUSE, 80 FEET EAST OF THE CENTER OF
 JD2708'NEW ROAD, 45 FEET EAST OF THE EAST RIGHT-OF-WAY LINE, 36 FEET
 JD2708'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF GRANARY, AND 35 FEET
 JD2708'EAST OF A TREE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 JD2708'GROUND AND THE DISK IS STAMPED COAL 1948.
 JD2708'
 JD2708'REFERENCE MARK NO. 3 IS 37 FEET EAST OF THE CENTER OF NEW ROAD
 JD2708'AND 2 FEET NORTHEAST OF A NORTHWEST FENCE CORNER.  THE MARK IS
 JD2708'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JD2708'COAL NO 3 1948.
 JD2708'
 JD2708'REFERENCE MARK NO. 4 IS 60 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 JD2708'CORNER OF HOUSE, 37 FEET EAST OF THE CENTER OF NEW ROAD, 12 FEET
 JD2708'SOUTH OF THE CENTER OF DRIVEWAY TO THE HOUSE AND 6 FEET EAST OF
 JD2708'A LARGE ASH TREE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 JD2708'GROUND AND THE DISK IS STAMPED COAL NO 4 1948.
 JD2708'
 JD2708'AZIMUTH MARK IS 74 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 JD2708'HOUSE, 11 FEET EAST OF FENCE CORNER, 46 FEET EAST OF THE CENTER
 JD2708'OF NEW ROAD AND 6 FEET EAST OF WITNESS POST.  THE MARK IS
 JD2708'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JD2708'COAL 1948 RESET 1952.
 JD2708'
 JD2708'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO
 JD2708'SOUTH ON STATE HIGHWAYS 13, 35 AND 52 FOR 0.25 MILE TO JUNCTION
 JD2708'WHERE STATE HIGHWAY 35 TURNS EAST.  TURN LEFT AND GO EAST ON
 JD2708'STATE HIGHWAY 35 FOR 5.8 MILES TO CROSSROADS.  TURN RIGHT AND GO
 JD2708'SOUTH ON THE MAIN ROAD FOR 3.3 MILES TO THE SHOEMAKER FARM ON THE
 JD2708'LEFT AND THE STATION.
 JD2708'
 JD2708'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2
 JD2708'MILE TO FARM BUILDINGS ON THE LEFT AND THE AZIMUTH MARK.
 JD2708'
 JD2708'THE STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 JD2708'DESCRIBED.
 JD2708
 JD2708                          STATION RECOVERY (1963)
 JD2708
 JD2708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2708'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4
 JD2708'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 JD2708'CONDITION.  THE DISTANCES AND THE DIRECTIONS TO ALL THE MARKS
 JD2708'WERE VERIFIED.  THE AZIMUTH MARK WAS DESTROYED BY THIS PARTY AT
 JD2708'THE REQUEST OF THE PROPERTY OWNER, MR. OWEN SHOEMAKER.
 JD2708'
 JD2708'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 JD2708'
 JD2708'A COMPLETE NEW DESCRIPTION FOLLOWS-
 JD2708'
 JD2708'THE STATION IS 10 MILES SOUTH AND 1-1/2 MILES WEST OF CALHOUN
 JD2708'AND 7 MILES SOUTHEAST OF CLINTON, IN THE FARMYARD OF MR. OWEN
 JD2708'SHOEMAKER.
 JD2708'
 JD2708'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO SOUTH
 JD2708'ON STATE HIGHWAYS 52, 13 AND 7 FOR 0.25 MILE TO WHERE HIGHWAY
 JD2708'7 TURNS EAST.  TURN LEFT AND GO EAST ON HIGHWAY 7 FOR 5.75
 JD2708'MILES TO COUNTY ROUTE W ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 JD2708'ON ROUTE W FOR 3.2 MILES TO THE SHOEMAKER FARM ON THE LEFT AND
 JD2708'THE STATION ON THE LEFT.
 JD2708'
 JD2708'STATION MARK IS A STANDARD DISK STAMPED COAL 1948, SET IN A
 JD2708'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 JD2708'IS 115 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 82
 JD2708'FEET EAST OF THE CENTER OF ROUTE W, 79 FEET SOUTHEAST OF A
 JD2708'POWER POLE, 67 FEET SOUTH OF A DRIVEWAY AND 36 FEET NORTHWEST
 JD2708'OF THE SOUTHWEST CORNER OF A GARAGE.  THE UNDERGROUND MARK WAS
 JD2708'NOT INSPECTED BY THIS PARTY.
 JD2708'
 JD2708'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED COAL NO 3 1948,
 JD2708'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 JD2708'IT IS 39 FEET EAST OF THE CENTER OF ROUTE W, 19 FEET EAST OF A
 JD2708'POWER POLE AND 2 FEET NORTHEAST OF A CORNER FENCE POST.
 JD2708'
 JD2708'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED COAL NO 4 1948,
 JD2708'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 JD2708'IT IS 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 JD2708'41 FEET NORTHEAST OF THE POWER POLE, 39 FEET EAST OF ROUTE W,
 JD2708'16 FEET NORTH OF THE MAIN DRIVEWAY AND 12 FEET SOUTH OF A
 JD2708'DRIVEWAY.
 JD2708'
 JD2708'AZIMUTH MARK IS A STANDARD DISK STAMPED COAL 1948 RESET 1963,
 JD2708'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2708'GROUND.  IT IS 38 FEET EAST OF THE CENTER OF ROUTE W, 28.5
 JD2708'FEET WEST OF A POWER POLE, 2.5 FEET NORTHEAST OF A METAL WITNESS
 JD2708'POST AND 1 FOOT EAST OF A FENCE.
 JD2708'
 JD2708'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 JD2708'ROUTE W FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JD2708'
 JD2708'NOTE- REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE PULLING
 JD2708'7 KG. TAPE TENSION.
 JD2708'
 JD2708'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1752 ***********************************************************************
 HB1752  DESIGNATION -  COB
 HB1752  PID         -  HB1752
 HB1752  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1752  USGS QUAD   -  MILLERSVILLE (1980)
 HB1752
 HB1752                         *CURRENT SURVEY CONTROL
 HB1752  ___________________________________________________________________
 HB1752* NAD 83(1997)-  37 27 21.09170(N)    089 46 43.25697(W)     ADJUSTED  
 HB1752* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 HB1752  ___________________________________________________________________
 HB1752  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 HB1752  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB1752
 HB1752  HORZ ORDER  -  FIRST
 HB1752
 HB1752.The horizontal coordinates were established by classical geodetic methods
 HB1752.and adjusted by the National Geodetic Survey in February 2000..
 HB1752
 HB1752.The orthometric height was scaled from a topographic map.
 HB1752
 HB1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1752
 HB1752.The geoid height was determined by GEOID03.
 HB1752
 HB1752;                    North         East     Units Scale Factor Converg.
 HB1752;SPC MO E     -   180,285.600   313,816.537   MT  0.99998348   +0 26 19.3
 HB1752;UTM  16      - 4,149,070.268   254,222.233   MT  1.00034414   -1 41 26.5
 HB1752
 HB1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1752!SPC MO E     -   0.99997434  x   0.99998348  =   0.99995782
 HB1752!UTM  16      -   0.99997434  x   1.00034414  =   1.00031847
 HB1752
 HB1752|---------------------------------------------------------------------|
 HB1752| PID    Reference Object                     Distance      Geod. Az  |
 HB1752|                                                           dddmmss.s |
 HB1752| CI4135 COB RM 1                             37.811 METERS 02228     |
 HB1752| CI4136 COB RM 2                             35.717 METERS 09437     |
 HB1752| HB1739 BYRD                                APPROX.15.7 KM 1054405.9 |
 HB1752| HB1758 MEMPHIS ST LOUIS AWY BEACON 50      APPROX.15.1 KM 2465417.9 |
 HB1752| HB1772 MEMPHIS ST LOUIS AWY BEACON 52      APPROX.17.3 KM 3284827.4 |
 HB1752| CI4134 COB AZ MK                                          3591916.1 |
 HB1752|---------------------------------------------------------------------|
 HB1752
 HB1752                          SUPERSEDED SURVEY CONTROL
 HB1752
 HB1752  NAD 83(1997)-  37 27 21.09365(N)    089 46 43.25539(W) AD(       ) 1
 HB1752  NAD 83(1997)-  37 27 21.10224(N)    089 46 43.25703(W) AD(       ) 1
 HB1752  NAD 83(1986)-  37 27 21.10420(N)    089 46 43.25882(W) AD(       ) 1
 HB1752  NAD 27      -  37 27 20.92500(N)    089 46 42.91400(W) AD(       ) 1
 HB1752
 HB1752.Superseded values are not recommended for survey control.
 HB1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1752.See file dsdata.txt to determine how the superseded data were derived.
 HB1752
 HB1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG5422249070(NAD 83)
 HB1752_MARKER: DS = TRIANGULATION STATION DISK
 HB1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1752
 HB1752  HISTORY     - Date     Condition        Report By
 HB1752  HISTORY     - 1938     MONUMENTED       CGS
 HB1752  HISTORY     - 1972     GOOD             LOCENG
 HB1752  HISTORY     - 19720710 GOOD             USGS
 HB1752  HISTORY     - 19751120 GOOD             USGS
 HB1752  HISTORY     - 19950420 MARK NOT FOUND   MODNR
 HB1752
 HB1752                          STATION DESCRIPTION
 HB1752
 HB1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1752'ABOUT 8 MILES NORTHWEST OF JACKSON AND ABOUT 4 MILES SOUTHWEST OF OAK
 HB1752'RIDGE, IN THE NE 1/4 SEC. 13, T. 32 N., R. 11 E., ON LAND OWNED AND
 HB1752'OCCUPIED BY J. P. CLINGINGSMITH. HIS CONSENT OBTAINED.
 HB1752'
 HB1752'TO REACH FROM JACKSON GO NORTHWEST ON U.S. HIGHWAY 61 (PAVED) 7.5
 HB1752'MILES TO COUNTY ROAD B, TURN RIGHT ON COUNTY ROAD B FOR 2 MILES TO
 HB1752'FORK AND GATEWAY INTO FIELD ON LEFT AND STATION. STATION IS ABOUT 110
 HB1752'FEET WEST OF WEST FENCE LINE OF ROAD AND ABOUT 145 FEET WEST OF
 HB1752'CENTER LINE OF COUNTY ROAD B. STAMPED COB-1938 AND 12 INCHES BELOW
 HB1752'THE SURFACE OF THE GROUND.
 HB1752'
 HB1752'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HB1752'DISKS SET IN CONCRETE.
 HB1752'
 HB1752'REFERENCE MARK NO. 1 WHICH PROJECTS 3 INCHES, IS NORTHEAST OF
 HB1752'STATION, 57 FEET WEST-SOUTHWEST OF GEORGE SELF MAILBOX LOCATED AT
 HB1752'INTERSECTION OF COUNTY ROAD B AND GRAVEL ROAD FORKING
 HB1752'NORTH-NORTHWEST, 20 FEET WEST OF CENTER LINE OF GRAVEL ROAD AND 2
 HB1752'FEET WEST OF FENCE LINE. MARKED COB NO. 1-1938. REFERENCE MARK NO. 2
 HB1752'WHICH PROJECTS 5 INCHES, IS EAST OF STATION, ABOUT 175 FEET
 HB1752'SOUTH-SOUTHWEST OF MAILBOX OF GEORGE SELF, 35 FEET WEST OF CENTER
 HB1752'LINE OF COUNTY ROAD B, AT TOP OF BANK, ABOUT 235 FEET
 HB1752'NORTH-NORTHWEST OF LONE 14-INCH POPLAR TREE AT FORK LEADING SOUTHEAST
 HB1752'TO T-SHAPED HOUSE. STAMPED COB NO. 2-1938. DISTANCE FROM REFERENCE
 HB1752'MARK NO. 1 TO NO. 2 IS 142.15 FEET.
 HB1752'
 HB1752'AZIMUTH MARK IS LOCATED 0.5 MILE NORTH OF STATION ON CREST OF LOW
 HB1752'HILL ON COUNTY ROAD B, 27 FEET WEST OF CENTER LINE OF COUNTY ROAD
 HB1752'B, 1.0 FOOT EAST OF FENCE LINE, 20 FEET SOUTH OF FENCE CORNER.
 HB1752'PROJECTS 3 INCHES AND IS STAMPED COB-1938.
 HB1752'
 HB1752'HEIGHT OF LIGHT ABOVE STATION MARK -30 METERS.
 HB1752
 HB1752                          STATION RECOVERY (1972)
 HB1752
 HB1752'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (NP)
 HB1752'STATION MARK COB, 1938 RECOVERED GOOD.
 HB1752'
 HB1752'R.M. NO. 1 NOT SEARCHED FOR.
 HB1752'
 HB1752'R.M. NO. 2 NOT SEARCHED FOR.
 HB1752'
 HB1752'AZIMUTH MARK APPEARED TO BE DISTURBED.
 HB1752
 HB1752                          STATION RECOVERY (1972)
 HB1752
 HB1752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RLM)
 HB1752'RECOVERED IN GOOD CONDITION.
 HB1752
 HB1752                          STATION RECOVERY (1975)
 HB1752
 HB1752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (DWB)
 HB1752'RECOVERED IN GOOD CONDITION.
 HB1752
 HB1752                          STATION RECOVERY (1995)
 HB1752
 HB1752'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (BDC)
 HB1752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1867 ***********************************************************************
 JE1867  DESIGNATION -  COCKRELL
 JE1867  PID         -  JE1867
 JE1867  STATE/COUNTY-  MO/JACKSON
 JE1867  USGS QUAD   -  LAKE JACOMO (1990)
 JE1867
 JE1867                         *CURRENT SURVEY CONTROL
 JE1867  ___________________________________________________________________
 JE1867* NAD 83(1997)-  38 53 35.54620(N)    094 17 06.16010(W)     ADJUSTED  
 JE1867* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 JE1867  ___________________________________________________________________
 JE1867  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 JE1867  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JE1867
 JE1867  HORZ ORDER  -  SECOND
 JE1867
 JE1867.The horizontal coordinates were established by classical geodetic methods
 JE1867.and adjusted by the National Geodetic Survey in February 2000..
 JE1867
 JE1867.The orthometric height was scaled from a topographic map.
 JE1867
 JE1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1867
 JE1867.The geoid height was determined by GEOID03.
 JE1867
 JE1867;                    North         East     Units Scale Factor Converg.
 JE1867;SPC MO W     -   302,616.516   868,647.696   MT  0.99994546   +0 08 05.9
 JE1867;UTM  15      - 4,305,710.537   388,556.671   MT  0.99975293   -0 48 24.9
 JE1867
 JE1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1867!SPC MO W     -   0.99995519  x   0.99994546  =   0.99990065
 JE1867!UTM  15      -   0.99995519  x   0.99975293  =   0.99970813
 JE1867
 JE1867|---------------------------------------------------------------------|
 JE1867| PID    Reference Object                     Distance      Geod. Az  |
 JE1867|                                                           dddmmss.s |
 JE1867| CN6666 COCKRELL RM 1                        17.443 METERS 03932     |
 JE1867| JE1866 COCKRELL 2 RESET                      6.665 METERS 17614     |
 JE1867| AJ2373 COCKRELL AZ MK                      445.602 METERS 1761401.3 |
 JE1867| JE1863 LEES SUMMIT ST POLICE RAD MAST      APPROX. 6.9 KM 2795610.5 |
 JE1867| CN6667 COCKRELL RM 2                        17.326 METERS 30101     |
 JE1867|---------------------------------------------------------------------|
 JE1867
 JE1867                          SUPERSEDED SURVEY CONTROL
 JE1867
 JE1867  NAD 83(1997)-  38 53 35.54638(N)    094 17 06.16016(W) AD(       ) 2
 JE1867  NAD 83(1986)-  38 53 35.55311(N)    094 17 06.15657(W) AD(       ) 2
 JE1867  NAD 27      -  38 53 35.52395(N)    094 17 05.34620(W) AD(       ) 2
 JE1867
 JE1867.Superseded values are not recommended for survey control.
 JE1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1867.See file dsdata.txt to determine how the superseded data were derived.
 JE1867
 JE1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8855705711(NAD 83)
 JE1867_MARKER: DS = TRIANGULATION STATION DISK
 JE1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1867
 JE1867  HISTORY     - Date     Condition        Report By
 JE1867  HISTORY     - 1949     MONUMENTED       CGS
 JE1867  HISTORY     - 1963     GOOD             CGS
 JE1867  HISTORY     - 1964     GOOD             CGS
 JE1867
 JE1867                          STATION DESCRIPTION
 JE1867
 JE1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JE1867'THE STATION IS LOCATED ABOUT 5.0 MILES EAST AND 1.0 MILE SOUTH
 JE1867'OF LEES SUMMIT ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 50.  IT
 JE1867'IS 28 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 18.5 FEET EAST OF
 JE1867'TELEPHONE POLE AND 2 FEET NORTH OF FENCE LINE.  IT IS STAMPED
 JE1867'COCKRELL 1949 AND PROJECTS 4 INCHES.
 JE1867'
 JE1867'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 26 FEET NORTH
 JE1867'OF THE CENTER OF THE HIGHWAY AND 1.5 FEET SOUTH OF EAST-WEST
 JE1867'FENCE LINE.  IT IS STAMPED COCKRELL NO 1 1949 AND PROJECTS 2
 JE1867'INCHES.
 JE1867'
 JE1867'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 30 FEET
 JE1867'SOUTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF EAST-WEST
 JE1867'FENCE LINE.  IT IS STAMPED COCKRELL NO 2 1949 AND PROJECTS 2
 JE1867'INCHES.
 JE1867'
 JE1867'THE AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH-SOUTHEAST OF THE STATION,
 JE1867'25 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 2 FEET NORTHEAST OF
 JE1867'TELEPHONE POLE, 3 FEET EAST OF NORTH-SOUTH FENCE LINE AND 1 FOOT
 JE1867'EAST OF WITNESS POST.  IT IS STAMPED COCKRELL 1949 AND PROJECTS
 JE1867'2 INCHES.  TO REACH FROM THE STATION, GO EAST ON HIGHWAY ABOUT
 JE1867'200 FEET TO CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO
 JE1867'THE MARK ON THE WEST SIDE AS DESCRIBED.
 JE1867'
 JE1867'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND
 JE1867'BYPASS 71 IN THE SOUTHEAST EDGE OF LEES SUMMIT, GO EAST ON U.S.
 JE1867'HIGHWAY 50 FOR 5.2 MILES TO THE STATION ON THE SOUTH SIDE AS
 JE1867'DESCRIBED.
 JE1867'
 JE1867'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JE1867'HIGHWAY ROUTE NO 7, GO WEST ON U.S. HIGHWAY 50 FOR 1.1 MILE TO
 JE1867'THE STATION ON THE SOUTH SIDE AS DESCRIBED.
 JE1867'
 JE1867'A 74 FOOT SIGNAL AT STATION BOWLER 1884 IS VISIBLE AT 4 FEET.
 JE1867'
 JE1867'A 74 FOOT SIGNAL AT STATION BLUE IS VISIBLE AT 4 FEET.
 JE1867'
 JE1867'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 JE1867
 JE1867                          STATION RECOVERY (1963)
 JE1867
 JE1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JE1867'THIS MARK WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JE1867'IN GOOD CONDITION.
 JE1867
 JE1867                          STATION RECOVERY (1964)
 JE1867
 JE1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 JE1867'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JE1867'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG U.S. HIGHWAY 50
 JE1867'WILL DESTROY THE STATION AND BOTH REFERENCE MARKS, SO THEY WERE
 JE1867'MOVED.  FOR DETAILS, SEE THE DESCRIPTION OF COCKRELL 2 1964.
 JE1867'THIS STATION WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1866 ***********************************************************************
 JE1866  DESIGNATION -  COCKRELL 2 RESET
 JE1866  PID         -  JE1866
 JE1866  STATE/COUNTY-  MO/JACKSON
 JE1866  USGS QUAD   -  LAKE JACOMO (1990)
 JE1866
 JE1866                         *CURRENT SURVEY CONTROL
 JE1866  ___________________________________________________________________
 JE1866* NAD 83(1997)-  38 53 35.33053(N)    094 17 06.14196(W)     ADJUSTED  
 JE1866* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 JE1866  ___________________________________________________________________
 JE1866  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 JE1866  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JE1866
 JE1866  HORZ ORDER  -  SECOND
 JE1866
 JE1866.The horizontal coordinates were established by classical geodetic methods
 JE1866.and adjusted by the National Geodetic Survey in February 2000..
 JE1866
 JE1866.The orthometric height was scaled from a topographic map.
 JE1866
 JE1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1866
 JE1866.The geoid height was determined by GEOID03.
 JE1866
 JE1866;                    North         East     Units Scale Factor Converg.
 JE1866;SPC MO W     -   302,609.866   868,648.148   MT  0.99994546   +0 08 05.9
 JE1866;UTM  15      - 4,305,703.883   388,557.014   MT  0.99975293   -0 48 24.9
 JE1866
 JE1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1866!SPC MO W     -   0.99995519  x   0.99994546  =   0.99990065
 JE1866!UTM  15      -   0.99995519  x   0.99975293  =   0.99970813
 JE1866
 JE1866:                Primary Azimuth Mark                     Grid Az
 JE1866:SPC MO W     -  BLUE SPRINGS NEW MUN TANK                002 17 24.1
 JE1866:UTM  15      -  BLUE SPRINGS NEW MUN TANK                003 13 54.9
 JE1866
 JE1866|---------------------------------------------------------------------|
 JE1866| PID    Reference Object                     Distance      Geod. Az  |
 JE1866|                                                           dddmmss.s |
 JE1866| KE1362 BLUE SPRINGS NEW MUN TANK           APPROX.13.8 KM 0022530.0 |
 JE1866| AJ6370 COCKRELL 2 RM 5                       1.707 METERS 02138     |
 JE1866| AJ2372 COCKRELL 2 RM 3                       1.813 METERS 10915     |
 JE1866| AJ2373 COCKRELL AZ MK                      438.937 METERS 1761401.0 |
 JE1866| JE1863 LEES SUMMIT ST POLICE RAD MAST      APPROX. 7.0 KM 2795922.7 |
 JE1866| CN6668 COCKRELL 2 RM 4                      28.938 METERS 29017     |
 JE1866| JE1867 COCKRELL                              6.665 METERS 35614     |
 JE1866|---------------------------------------------------------------------|
 JE1866
 JE1866                          SUPERSEDED SURVEY CONTROL
 JE1866
 JE1866  NAD 83(1997)-  38 53 35.33071(N)    094 17 06.14202(W) AD(       ) 2
 JE1866  NAD 83(1986)-  38 53 35.33744(N)    094 17 06.13843(W) AD(       ) 2
 JE1866  NAD 27      -  38 53 35.30827(N)    094 17 05.32806(W) AD(       ) 2
 JE1866
 JE1866.Superseded values are not recommended for survey control.
 JE1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1866.See file dsdata.txt to determine how the superseded data were derived.
 JE1866
 JE1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8855705704(NAD 83)
 JE1866_MARKER: DS = TRIANGULATION STATION DISK
 JE1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1866_STAMPING: COCKRELL 2 1964 1981
 JE1866_MARK LOGO: CGS   
 JE1866_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JE1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1866+STABILITY: SURFACE MOTION
 JE1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1866+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 JE1866
 JE1866  HISTORY     - Date     Condition        Report By
 JE1866  HISTORY     - 19820330 MONUMENTED       CGS
 JE1866  HISTORY     - 19950821 GOOD             USPSQD
 JE1866  HISTORY     - 20051119 GOOD             INDIV
 JE1866
 JE1866                          STATION DESCRIPTION
 JE1866
 JE1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1982 (CLN)
 JE1866'THE UNDERGROUND STATION MARK, RM 3 AND THE AZ MK WERE RECOVERED IN
 JE1866'GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND LEANING AND THE
 JE1866'DISK WAS MISSING.  RM 4 WAS FOUND BADLY DISTURBED AND WAS DESTROYED
 JE1866'THIS DATE.  THE OLD SURFACE MARK WAS REMOVED AND A NEW MARK
 JE1866'ESTABLISHED.  DIRECTLY OVER THE UNDERGROUND MARK.  A RM 5 WAS
 JE1866'ESTABLISHED.  THE DISTANCE TO RM 3 AGREED WITH 1964 DATA.  HOWEVER THE
 JE1866'DIRECTION TO THE MARK WAS 4 MINUTES LARGER.  A CHECK ANGLE WAS
 JE1866'OBTAINED TO THE BLUE SPRING NEW MUNICIPAL TANK.  A NEW DESCRIPTION
 JE1866'FOLLOWS.
 JE1866'
 JE1866'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) E-SE OF LEES
 JE1866'SUMMIT, AT THE INTERSECTION OF U.S HWY 50 AND HARRIS ROAD, IN THE NE
 JE1866'1/4, SEC 13, T47N, R31W AND ON THE S RIGHT-OF-WAY OF U.S HIGHWAY 50.
 JE1866'TO REACH THE STATION FROM THE INTERSECTION OF U.S HWY 50 AND STATE HWY
 JE1866'291 N, AT THE E EDGE OF LEES SUMMIT, GO E-SE ON U.S HWY 50 FOR 7.08 KM
 JE1866'(4.40 MI) TO HARRIS ROAD ON THE RIGHT, A GRAVELED ROAD ON THE LEFT AND
 JE1866'THE STATION IN THE SW QUADRANT OF THE INTERSECTION.
 JE1866'
 JE1866'THE STATION IS A
 JE1866'STANDARD NGS DISK STAMPED--COCKRELL 2 1964 1981--, SET INTO THE TOP OF
 JE1866'A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM, IN DIAMETER, PROJECTING,
 JE1866'4 INCHES, 8 CM, ABOVE THE GROUND.  THE STATION IS LOCATED 55.5 METERS
 JE1866'(182.1 FT) W FROM THE CENTERLINE OF HARRIS ROAD, 51.5 METERS (169.0
 JE1866'FT) S FROM THE CENTERLINE OF THE E BOUND LANE OF HWY 50, 23.71 METERS
 JE1866'(77.79 FT) W FROM A TELEPHONE LINE POLE, 23.59 METERS (77.39 FT) E
 JE1866'FROM A TELEPHONE LINE POLE, 0.30 METERS (0.98 FT) N FROM A WITNESS
 JE1866'POST.
 JE1866'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM, IN
 JE1866'DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 7.6 METERS (24.9
 JE1866'FT) W FROM THE CENTERLINE OF HARRIS ROAD, 0.61 METERS (2.00 FT) NE
 JE1866'FROM A POWERLINE POLE, 0.3 METERS (1.0 FT) E FROM A NORTH/SOUTH FENCE,
 JE1866'0.3 METERS (1.0 FT) S FROM A WITNESS POST.  TO REACH THE AZ MK FROM
 JE1866'THE STATION, GO S ON HARRIS ROAD FOR 0.44 KM (0.25 MI) TO THE MARK ON
 JE1866'THE RIGHT, JUST S OF OPPOSING DRIVEWAYS.
 JE1866
 JE1866                          STATION RECOVERY (1995)
 JE1866
 JE1866'RECOVERY NOTE BY US POWER SQUADRON 1995
 JE1866'RECOVERED IN GOOD CONDITION.
 JE1866
 JE1866                          STATION RECOVERY (2005)
 JE1866
 JE1866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE1866'POWER POLES TO THE EAST AND WEST HAVE BEEN REMOVED.
 JE1866' 
 JE1866'REFERENCE MARK 3 FOUND IN GOOD CONDITION.
 JE1866' 
 JE1866'REFERENCE MARK 4 HAS BEEN DISLODGED FROM GROUND AND DISC HAS BEEN
 JE1866'REMOVED FROM CONCRETE POST.
 JE1866' 
 JE1866'REFERENCE MARK 5 AND AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2373 ***********************************************************************
 AJ2373  DESIGNATION -  COCKRELL AZ MK
 AJ2373  PID         -  AJ2373
 AJ2373  STATE/COUNTY-  MO/JACKSON
 AJ2373  USGS QUAD   -  LAKE JACOMO (1990)
 AJ2373
 AJ2373                         *CURRENT SURVEY CONTROL
 AJ2373  ___________________________________________________________________
 AJ2373* NAD 83(1997)-  38 53 21.12719(N)    094 17 04.94558(W)     ADJUSTED  
 AJ2373* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 AJ2373  ___________________________________________________________________
 AJ2373  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AJ2373  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 AJ2373
 AJ2373  HORZ ORDER  -  THIRD
 AJ2373
 AJ2373.The horizontal coordinates were established by classical geodetic methods
 AJ2373.and adjusted by the National Geodetic Survey in November 2001..
 AJ2373
 AJ2373.The orthometric height was scaled from a topographic map.
 AJ2373
 AJ2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2373
 AJ2373.The geoid height was determined by GEOID03.
 AJ2373
 AJ2373;                    North         East     Units Scale Factor Converg.
 AJ2373;SPC MO W     -   302,171.970   868,678.012   MT  0.99994547   +0 08 06.6
 AJ2373;UTM  15      - 4,305,265.639   388,579.671   MT  0.99975287   -0 48 23.9
 AJ2373
 AJ2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2373!SPC MO W     -   0.99995560  x   0.99994547  =   0.99990108
 AJ2373!UTM  15      -   0.99995560  x   0.99975287  =   0.99970849
 AJ2373
 AJ2373                          SUPERSEDED SURVEY CONTROL
 AJ2373
 AJ2373.No superseded survey control is available for this station.
 AJ2373
 AJ2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8858005266(NAD 83)
 AJ2373_MARKER: DZ = AZIMUTH MARK DISK
 AJ2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2373_STAMPING: COCKRELL 1949
 AJ2373_MARK LOGO: NGS   
 AJ2373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2373+STABILITY: SURFACE MOTION
 AJ2373
 AJ2373  HISTORY     - Date     Condition        Report By
 AJ2373  HISTORY     - 1949     MONUMENTED       CGS
 AJ2373  HISTORY     - 19820330 GOOD             NGS
 AJ2373
 AJ2373                          STATION DESCRIPTION
 AJ2373
 AJ2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AJ2373'THE STATION IS ABOUT 8 KM (4.95 MI) ESE OF LEES SUMMIT, 0.48 KM (0.30
 AJ2373'MI) S OF U.S HWY 50 AND ON THE W RIGHT-OF-WAY OF HARRIS ROAD. TO REACH
 AJ2373'THE STATION FROM THE JUNCTION OF U.S HWY 50 AND STATE HWY 291 N, AT
 AJ2373'THE E EDGE OF LEES SUMMIT, GO E ON HWY 50 FOR 7.08 KM (4.40 MI) TO
 AJ2373'HARRIS ROAD ON THE RIGHT.  TURN RIGHT AND GO S ON HARRIS ROAD TER 0.48
 AJ2373'KM (0.30 MI) TO THE MARK ON THE RIGHT.  STATION IS A STANDARD CGS
 AJ2373'AZIMUTH DISK, STAMPED---COCKRELL 1949---SET IN THE TOP OF A 0.3 M (1.0
 AJ2373'FT) SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 7.6 M (24.9 FT) W OF
 AJ2373'THE CENTERLINE OF HARRIS ROAD, 0.61 M (2.00 FT) NE OF A POWERLINE
 AJ2373'POLE, 0.3 M (1.0 FT) E OF A FENCE AND 0.3 M (1.0 FT) S OF A WITNESS
 AJ2373'POST.  THE STATION WAS POSITIONED BY ELECTRONIC TRAVERSE FROM
 AJ2373'STATION---COCKRELL 2---IN OCTOBER 1981.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1017 ***********************************************************************
 HC1017  DESIGNATION -  COD
 HC1017  PID         -  HC1017
 HC1017  STATE/COUNTY-  MO/REYNOLDS
 HC1017  USGS QUAD   -  ELLINGTON (1985)
 HC1017
 HC1017                         *CURRENT SURVEY CONTROL
 HC1017  ___________________________________________________________________
 HC1017* NAD 83(1997)-  37 08 46.66583(N)    090 58 49.98880(W)     ADJUSTED  
 HC1017* NAVD 88     -       292.14   (+/-2cm)     958.5    (feet)  VERTCON   
 HC1017  ___________________________________________________________________
 HC1017  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 HC1017  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 HC1017
 HC1017  HORZ ORDER  -  THIRD
 HC1017  VERT ORDER  -  THIRD ? (See Below)
 HC1017
 HC1017.The horizontal coordinates were established by classical geodetic methods
 HC1017.and adjusted by the National Geodetic Survey in February 2000..
 HC1017
 HC1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC1017.The vertical order pertains to the NGVD 29 superseded value.
 HC1017
 HC1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1017
 HC1017.The geoid height was determined by GEOID03.
 HC1017
 HC1017;                    North         East     Units Scale Factor Converg.
 HC1017;SPC MO E     -   145,795.400   207,310.023   MT  0.99995578   -0 17 24.7
 HC1017;UTM  15      - 4,113,010.686   679,347.818   MT  0.99999625   +1 13 11.2
 HC1017
 HC1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1017!SPC MO E     -   0.99995883  x   0.99995578  =   0.99991461
 HC1017!UTM  15      -   0.99995883  x   0.99999625  =   0.99995508
 HC1017
 HC1017:                Primary Azimuth Mark                     Grid Az
 HC1017:SPC MO E     -  COD RM 3                                 137 23 00.9
 HC1017:UTM  15      -  COD RM 3                                 135 52 25.0
 HC1017
 HC1017|---------------------------------------------------------------------|
 HC1017| PID    Reference Object                     Distance      Geod. Az  |
 HC1017|                                                           dddmmss.s |
 HC1017| CI4143 COD RM 3                                           1370536.2 |
 HC1017| CI4141 COD RM 1                             26.058 METERS 19931     |
 HC1017| CI4142 COD RM 2                             25.550 METERS 32147     |
 HC1017|---------------------------------------------------------------------|
 HC1017
 HC1017                          SUPERSEDED SURVEY CONTROL
 HC1017
 HC1017  NAD 83(1986)-  37 08 46.67711(N)    090 58 49.98719(W) AD(       ) 3
 HC1017  NAD 27      -  37 08 46.50190(N)    090 58 49.53890(W) AD(       ) 3
 HC1017  NGVD 29 (07/19/86)  292.10   (m)          958.3    (f) LEVELING    3  
 HC1017
 HC1017.Superseded values are not recommended for survey control.
 HC1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1017.See file dsdata.txt to determine how the superseded data were derived.
 HC1017
 HC1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB7934813011(NAD 83)
 HC1017_MARKER: DS = TRIANGULATION STATION DISK
 HC1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1017_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1017
 HC1017  HISTORY     - Date     Condition        Report By
 HC1017  HISTORY     - 1962     MONUMENTED       CGS
 HC1017
 HC1017                          STATION DESCRIPTION
 HC1017
 HC1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1017'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF ELLINGTON, 12 MILES
 HC1017'NORTH OF VAN BUREN IN THE SW 1/4 SECTION 32, T-29-N, R-1-E, AND
 HC1017'ON ROAD RIGHT-OF-WAY.  IT IS SET IN THE TRIANGLE FORMED BY THE
 HC1017'INTERSECTION OF STATE HIGHWAY 21 AND COUNTY ROAD D.  IT IS 5
 HC1017'FEET EAST OF A WITNESS POST, 128 FEET WEST OF THE INTERSECTION
 HC1017'OF HIGHWAY 21 AND ROAD D, 43 FEET SOUTHEAST OF THE CENTERLINE OF
 HC1017'ROAD D, AND 26 FEET SOUTHWEST OF A 14 INCH OAK TREE WITH A
 HC1017'TRIANGULAR BLAZE ON ITS SOUTHWEST SIDE.  THE MONUMENT PROJECTS
 HC1017'3 INCHES AND THE DISK IS STAMPED COD 1962.
 HC1017'
 HC1017'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 21 ABOUT 2 MILES
 HC1017'NORTH OF U.S. 60 ABOUT 6 MILES NORTHEAST OF VAN BUREN, GO
 HC1017'NORTHERLY ON STATE HIGHWAY 21 FOR 8.2 MILES TO R.M. 3 ON LEFT.
 HC1017'CONTINUE NORTHWEST ON HIGHWAY 21 FOR 0.2 MILE TO THE JUNCTION
 HC1017'OF COUNTY ROAD D AND THE STATION ON THE LEFT.
 HC1017'
 HC1017'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTERLINE OF ROAD D
 HC1017'AND 29 FEET NORTH OF A 10 INCH PINE TREE.  THE MONUMENT IS FLUSH
 HC1017'AND THE DISK IS STAMPED COD NO 1 1962.
 HC1017'
 HC1017'REFERENCE MARK 2 IS 34 FEET WEST OF THE CENTERLINE OF ROAD D
 HC1017'AND 25 FEET SOUTHEAST OF A 15 INCH OAK TREE.  THE MONUMENT IS
 HC1017'FLUSH AND THE DISK IS STAMPED COD NO 2 1962.
 HC1017'
 HC1017'REFERENCE MARK 3 IS 2 FEET NORTHEAST OF A WITNESS POST, 59 FEET
 HC1017'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 21, 23 FEET SOUTHEAST
 HC1017'OF AN 8 INCH PINE TREE, AND 16 FEET EAST OF A 30 INCH OAK TREE.
 HC1017'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED COD NO 3
 HC1017'1962.
 HC1017'
 HC1017'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TOO MUCH
 HC1017'DIFFERENCE IN ELEVATION.
 HC1017'
 HC1017'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1724 ***********************************************************************
 KE1724  DESIGNATION -  COFFEY 2
 KE1724  PID         -  KE1724
 KE1724  STATE/COUNTY-  MO/PLATTE
 KE1724  USGS QUAD   -  PARKVILLE (1991)
 KE1724
 KE1724                         *CURRENT SURVEY CONTROL
 KE1724  ___________________________________________________________________
 KE1724* NAD 83(1997)-  39 11 47.82786(N)    094 39 47.51407(W)     ADJUSTED  
 KE1724* NAVD 88     -       318.4    (meters)    1045.     (feet)  VERTCON   
 KE1724  ___________________________________________________________________
 KE1724  X           -    -402,409.140 (meters)                     COMP
 KE1724  Y           -  -4,933,398.161 (meters)                     COMP
 KE1724  Z           -   4,009,437.664 (meters)                     COMP
 KE1724  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 KE1724  ELLIP HEIGHT-         285.80  (meters)          (02/17/00) GPS OBS
 KE1724  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE1724
 KE1724  HORZ ORDER  -  FIRST
 KE1724  ELLP ORDER  -  FOURTH    CLASS I
 KE1724
 KE1724.The horizontal coordinates were established by GPS observations
 KE1724.and adjusted by the National Geodetic Survey in February 2000..
 KE1724
 KE1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1724
 KE1724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1724
 KE1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1724
 KE1724.The ellipsoidal height was determined by GPS observations
 KE1724.and is referenced to NAD 83.
 KE1724
 KE1724.The geoid height was determined by GEOID03.
 KE1724
 KE1724;                    North         East     Units Scale Factor Converg.
 KE1724;SPC MO W     -   336,288.901   835,902.749   MT  0.99994362   -0 06 11.3
 KE1724;SPC KS N     -   101,144.350   688,175.889   MT  0.99995729   +2 06 40.5
 KE1724;UTM  15      - 4,339,913.582   356,376.076   MT  0.99985399   -1 03 04.7
 KE1724
 KE1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1724!SPC MO W     -   0.99995516  x   0.99994362  =   0.99989878
 KE1724!SPC KS N     -   0.99995516  x   0.99995729  =   0.99991245
 KE1724!UTM  15      -   0.99995516  x   0.99985399  =   0.99980916
 KE1724
 KE1724:                Primary Azimuth Mark                     Grid Az
 KE1724:SPC MO W     -  PLATT WOOD MUN TANK                      008 45 13.9
 KE1724:SPC KS N     -  PLATT WOOD MUN TANK                      006 32 22.1
 KE1724:UTM  15      -  PLATT WOOD MUN TANK                      009 42 07.3
 KE1724
 KE1724|---------------------------------------------------------------------|
 KE1724| PID    Reference Object                     Distance      Geod. Az  |
 KE1724|                                                           dddmmss.s |
 KE1724| KE1496 PLATT WOOD MUN TANK                 APPROX. 4.1 KM 0083902.6 |
 KE1724| KE1658 COFFEY 2 AZ MK                      494.631 METERS 0112708.9 |
 KE1724| KE1440 GLADSTONE 71ST ST MUN TANK          APPROX. 8.2 KM 0681957.1 |
 KE1724| CL6255 COFFEY RM 2                          13.006 METERS 08352     |
 KE1724| KE1494 COFFEY                               25.783 METERS 15442     |
 KE1724| CL6254 COFFEY RM 1                          34.833 METERS 21602     |
 KE1724| KE1495 CARPENTER                            10.253 METERS 30233     |
 KE1724|---------------------------------------------------------------------|
 KE1724
 KE1724                          SUPERSEDED SURVEY CONTROL
 KE1724
 KE1724  NAD 83(1997)-  39 11 47.82786(N)    094 39 47.51407(W) AD(       ) 1
 KE1724  NAD 83(1986)-  39 11 47.83703(N)    094 39 47.50867(W) AD(       ) 1
 KE1724  NAD 83(1986)-  39 11 47.83704(N)    094 39 47.50873(W) AD(       ) 1
 KE1724  NGVD 29 (03/28/90)  318.4    (m)         1045.     (f) GPS OBS        
 KE1724
 KE1724.Superseded values are not recommended for survey control.
 KE1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1724.See file dsdata.txt to determine how the superseded data were derived.
 KE1724
 KE1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5637639914(NAD 83)
 KE1724_MARKER: DS = TRIANGULATION STATION DISK
 KE1724_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KE1724_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KE1724_STAMPING: COFFEY 2 1981
 KE1724_MARK LOGO: NGS   
 KE1724_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1724+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1988
 KE1724
 KE1724  HISTORY     - Date     Condition        Report By
 KE1724  HISTORY     - 1981     MONUMENTED       NGS
 KE1724  HISTORY     - 1981     GOOD             NGS
 KE1724  HISTORY     - 19880707 GOOD             KS-209
 KE1724
 KE1724                          STATION DESCRIPTION
 KE1724
 KE1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KE1724'THE STATION IS ABOUT 6 MILES WEST-NORTHWEST OF NORTH KANSAS CITY, 1
 KE1724'MILE NORTHEAST OF PARKVILLE, IN THE SE 1/4, SEC 25, T51N, R3W AND ON
 KE1724'PROPERTY OWNED BY THE R.R. COFFEY TRUST, MANAGED BY ANNETTE C. WALKER,
 KE1724'1140 MARINE WAY WEST, F2R, NORTH PALM BEACH, FLORIDA 33408, TELEPHONE
 KE1724'305-627-2487.  THE PROPERTY IS LEASED BY ROY RUBLE, ROUTE 26, BOX 8,
 KE1724'PARKVILLE, MISSOURI.  TELEPHONE 816-587-9413.
 KE1724'
 KE1724'TO REACH THE STATION FROM THE PARKVILLE CITY HALL, GO EAST ON STATE
 KE1724'HIGHWAY 9 FOR 1.1 MILES TO KLAMM ROAD ON THE LEFT.  TURN LEFT AND GO
 KE1724'NORTH ON KLAMM ROAD, GRAVELED, FOR 0.3 MILE TO A FORK.  BEAR LEFT AND
 KE1724'CONTINUE NORTH ON KLAMM ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT
 KE1724'AT A STONE HOUSE.
 KE1724'
 KE1724'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON KLAMM ROAD
 KE1724'FOR 0.3 MILE TO THE MARK ON THE RIGHT AT THE NORTH END OF A SLIGHT
 KE1724'CURVE IN THE ROAD.
 KE1724'
 KE1724'STATION MARKS ARE STANDARD DISKS, STAMPED---COFFEY 2 1981---.   THE
 KE1724'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.
 KE1724'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT IS
 KE1724'3 FEET BELOW THE SURFACE.  THE MARKS ARE 115.1 FEET SOUTH-SOUTHEAST OF
 KE1724'THE SOUTHWEST CORNER OF THE STONE HOUSE PORCH, 103.0 FEET SOUTH OF THE
 KE1724'SOUTHEAST CORNER OF THE STONE HOUSE PORCH AND 59.0 FEET WEST OF THE
 KE1724'CENTERLINE OF KLAMM ROAD.  FERROUS MATERIAL WAS PLACED IN BOTH MARKS.
 KE1724'
 KE1724'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---COFFEY NO 1 1934---,
 KE1724'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS
 KE1724'29 FEET WEST OF THE CENTERLINE OF A CIRCULAR DRIVEWAY AROUND THE WEST
 KE1724'SIDE OF THE HOUSE AND 14.5 FEET NORTH OF THE CENTERLINE OF THE DRIVE.
 KE1724'REBAR WAS DRIVEN BY THE MARK.
 KE1724'
 KE1724'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---COFFEY NO 2 1934---,
 KE1724'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 113.7
 KE1724'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH AND 20 FEET WEST
 KE1724'OF THE CENTERLINE OF KLAMM ROAD.  REBAR WAS DRIVEN BY THE MARK.
 KE1724'
 KE1724'CARPENTER MORC IS THE CENTER OF THE DOT OF A RAISED TRIANGLE ON AN
 KE1724'UNSTAMPED PIPE CAP THAT IS FASTENED TO A 5-INCH DIAMETER IRON PIPE
 KE1724'IMBEDDED IN THE GROUND AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 KE1724'THE CAP HAS THE RAISED LETTERING---U.S. MISSOURI RIVER COMMISSION---,
 KE1724'UPON IT.  THE PIPE IS 92.0 FEET WEST OF THE CENTERLINE OF KLAMM ROAD,
 KE1724'87.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE PORCH AND 84.2 FEET
 KE1724'SOUTHWEST OF THE SOUTHEAST CORNER OF THE PORCH.
 KE1724'
 KE1724'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---COFFEY 2 1981---, SET
 KE1724'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 KE1724'91.5 FEET NORTH OF A POWERLINE POLE, 37 FEET SOUTH OF THE CENTER OF A
 KE1724'GATE, 22 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET SOUTH OF A
 KE1724'WITNESS POST AND 1.5 FEET WEST OF A FENCE.  REBAR WAS PLACED IN THE
 KE1724'MARK.
 KE1724'
 KE1724'THE ARROWS ON THE REFERENCE MARKS DO NOT POINT TOWARD THE STATION.
 KE1724'
 KE1724'COFFEY UNDERGROUND MARK IS STILL IN PLACE, BUT IS IN THE EAST EDGE OF
 KE1724'KLAMM ROAD.
 KE1724'
 KE1724'THE DISTANCES TO COFFEY AND CARPENTER MORC ARE THE RESULTS OF PRECISE
 KE1724'TAPING.  THE DISTANCE TO THE AZIMUTH MARK WAS MEASURED ELECTRONICALLY.
 KE1724
 KE1724                          STATION RECOVERY (1981)
 KE1724
 KE1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE1724'RECOVERED IN GOOD CONDITION.
 KE1724
 KE1724                          STATION RECOVERY (1988)
 KE1724
 KE1724'RECOVERY NOTE BY WYANDOTTE COUNTY KANSAS 1988
 KE1724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1510 ***********************************************************************
 KE1510  DESIGNATION -  COFFEY 2
 KE1510  PID         -  KE1510
 KE1510  STATE/COUNTY-  MO/PLATTE
 KE1510  USGS QUAD   -  WESTON (1984)
 KE1510
 KE1510                         *CURRENT SURVEY CONTROL
 KE1510  ___________________________________________________________________
 KE1510* NAD 83(1997)-  39 23 49.88292(N)    094 53 23.90681(W)     ADJUSTED  
 KE1510* NAVD 88     -       280.     (meters)     919.     (feet)  VERTCON   
 KE1510  ___________________________________________________________________
 KE1510  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 KE1510  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KE1510
 KE1510  HORZ ORDER  -  SECOND
 KE1510
 KE1510.The horizontal coordinates were established by classical geodetic methods
 KE1510.and adjusted by the National Geodetic Survey in February 2000..
 KE1510
 KE1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1510
 KE1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1510
 KE1510.The geoid height was determined by GEOID03.
 KE1510
 KE1510;                    North         East     Units Scale Factor Converg.
 KE1510;SPC MO W     -   358,615.065   816,409.555   MT  0.99995506   -0 14 51.1
 KE1510;UTM  15      - 4,362,558.605   337,256.949   MT  0.99992610   -1 11 59.3
 KE1510
 KE1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1510!SPC MO W     -   0.99996113  x   0.99995506  =   0.99991619
 KE1510!UTM  15      -   0.99996113  x   0.99992610  =   0.99988723
 KE1510
 KE1510:                Primary Azimuth Mark                     Grid Az
 KE1510:SPC MO W     -  FEDERAL PENIT FARM WATER TWR             189 25 40.9
 KE1510:UTM  15      -  FEDERAL PENIT FARM WATER TWR             190 22 49.1
 KE1510
 KE1510|---------------------------------------------------------------------|
 KE1510| PID    Reference Object                     Distance      Geod. Az  |
 KE1510|                                                           dddmmss.s |
 KE1510| KE1508 FEDERAL PENIT FARM WATER TWR        APPROX. 5.3 KM 1891049.8 |
 KE1510| KE1509 LEAVENWORTH GRANT HALL DOME         APPROX. 5.5 KM 2031028.9 |
 KE1510|---------------------------------------------------------------------|
 KE1510
 KE1510                          SUPERSEDED SURVEY CONTROL
 KE1510
 KE1510  NAD 83(1997)-  39 23 49.88292(N)    094 53 23.90682(W) AD(       ) 2
 KE1510  NAD 83(1997)-  39 23 49.88800(N)    094 53 23.89099(W) AD(       ) 2
 KE1510  NAD 83(1986)-  39 23 49.88816(N)    094 53 23.89042(W) AD(       ) 2
 KE1510  NAD 27      -  39 23 49.89559(N)    094 53 23.03344(W) AD(       ) 2
 KE1510  NGVD 29 (07/19/86)  280.     (m)          919.     (f) VERT ANG       
 KE1510
 KE1510.Superseded values are not recommended for survey control.
 KE1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1510.See file dsdata.txt to determine how the superseded data were derived.
 KE1510
 KE1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3725762559(NAD 83)
 KE1510_MARKER: DD = SURVEY DISK
 KE1510_SETTING: 0 = UNSPECIFIED SETTING
 KE1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1510
 KE1510  HISTORY     - Date     Condition        Report By
 KE1510  HISTORY     - 1974     MONUMENTED       USE
 KE1510  HISTORY     - 20060415 GOOD             GEOCAC
 KE1510
 KE1510                          STATION DESCRIPTION
 KE1510
 KE1510'DESCRIBED BY US ENGINEERS 1974
 KE1510'PLATTE CO., MISSOURI, T-53-N, R-36-W, NEAR THE SOUTH 1/4 CORNER
 KE1510'OF SECTION 13, ABOUT 350 FT N. AND 2200 FT W. OF THE SE. SECTION
 KE1510'COR. ON PROP. OWNED BY MR. COFFEY.  THE STATION IS LOCATED ON
 KE1510'RIDGE BEHIND HIS HOUSE.  250 FT EAST OF GRAVEL ROAD OVERLOOKING
 KE1510'KICKAPOO ISLAND NEAR MILE 403 AT WESTON BEND-MISSOURI RIVER.  A C
 KE1510'OF E DISC STAMPED COFFEY-2-1974 SET IN TOP OF CONCRETE POST,
 KE1510'FLUSH WITH THE GROUND.
 KE1510'
 KE1510'TO REACH--FROM THE INTERSECTION OF MAIN ST. AND MARKET ST. IN
 KE1510'WESTON, MISSOURI, GO EAST ON MARKET ST. FOR 0.05 MILE TO WELT
 KE1510'ST.  GO SOUTH ON WELT FOR 1.2 MILES TO GRAVEL ROAD LEFT AND HOME
 KE1510'OF MR. COFFEY.  GO 0.05 MILE THRU YARD AND STATION LOCATED 400
 KE1510'FT LEFT AT TOP OF RIDGE.  MR. COFFEY WAS CONTACTED AND GAVE
 KE1510'VERBAL PERMISSION TO SET THIS STATION.
 KE1510'
 KE1510'REFERENCES--1.34 FT NNE. TO STEEL POST AND SIGN.
 KE1510'
 KE1510'1.60 FT SSW. TO STEEL POST AND SIGN.
 KE1510'
 KE1510'26.95 FT N. TO SHINER IN 6 IN OAK.
 KE1510'
 KE1510'28.96 FT S. TO SHINER IN 8 IN OAK.
 KE1510
 KE1510                          STATION RECOVERY (2006)
 KE1510
 KE1510'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1510'THE HOUSE DESCRIBED IN 1974 HAS BEEN REMOVED. THE PROPERTY IS NOW PART
 KE1510'OF WESTON BEND STATE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0912 ***********************************************************************
 HC0912  DESIGNATION -  COFFMAN
 HC0912  PID         -  HC0912
 HC0912  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0912  USGS QUAD   -  COFFMAN (1980)
 HC0912
 HC0912                         *CURRENT SURVEY CONTROL
 HC0912  ___________________________________________________________________
 HC0912* NAD 83(1997)-  37 48 55.74283(N)    090 09 37.99582(W)     ADJUSTED  
 HC0912* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 HC0912  ___________________________________________________________________
 HC0912  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 HC0912  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HC0912
 HC0912  HORZ ORDER  -  FIRST
 HC0912
 HC0912.The horizontal coordinates were established by classical geodetic methods
 HC0912.and adjusted by the National Geodetic Survey in February 2000..
 HC0912
 HC0912.The orthometric height was scaled from a topographic map.
 HC0912
 HC0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0912
 HC0912.The geoid height was determined by GEOID03.
 HC0912
 HC0912;                    North         East     Units Scale Factor Converg.
 HC0912;SPC MO E     -   220,007.584   279,886.941   MT  0.99994433   +0 12 29.2
 HC0912;UTM  15      - 4,189,141.947   749,944.696   MT  1.00036953   +1 44 30.6
 HC0912
 HC0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0912!SPC MO E     -   0.99995677  x   0.99994433  =   0.99990110
 HC0912!UTM  15      -   0.99995677  x   1.00036953  =   1.00032628
 HC0912
 HC0912:                Primary Azimuth Mark                     Grid Az
 HC0912:SPC MO E     -  MEMPHIS ST LOUIS AWY BEACON 54           093 44 25.0
 HC0912:UTM  15      -  MEMPHIS ST LOUIS AWY BEACON 54           092 12 23.6
 HC0912
 HC0912|---------------------------------------------------------------------|
 HC0912| PID    Reference Object                     Distance      Geod. Az  |
 HC0912|                                                           dddmmss.s |
 HC0912| HB1787 MEMPHIS ST LOUIS AWY BEACON 54      APPROX.17.2 KM 0935654.2 |
 HC0912| HB1769 PERRYVILLE MUNICIPAL TOWER          APPROX.27.9 KM 1112657.0 |
 HC0912| HB1776 PERRYVILLE ST MARYS SEM TOWER       APPROX.25.6 KM 1123836.9 |
 HC0912| HB1777 PERRYVILLE MUNICIPAL STANDPIPE      APPROX.26.4 KM 1130159.9 |
 HC0912| CI4144 COFFMAN AZ MK                                      1281038.6 |
 HC0912| CI4145 COFFMAN RM 1                         20.813 METERS 18336     |
 HC0912| HC0924 LIBERTYVILLE MISS R FUEL MAST       APPROX.12.2 KM 2242938.9 |
 HC0912| CI4146 COFFMAN RM 2                         18.731 METERS 26725     |
 HC0912|---------------------------------------------------------------------|
 HC0912
 HC0912                          SUPERSEDED SURVEY CONTROL
 HC0912
 HC0912  NAD 83(1997)-  37 48 55.74534(N)    090 09 37.99566(W) AD(       ) 1
 HC0912  NAD 83(1986)-  37 48 55.75397(N)    090 09 37.99245(W) AD(       ) 1
 HC0912  NAD 27      -  37 48 55.55800(N)    090 09 37.56100(W) AD(       ) 1
 HC0912
 HC0912.Superseded values are not recommended for survey control.
 HC0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0912.See file dsdata.txt to determine how the superseded data were derived.
 HC0912
 HC0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB4994589142(NAD 83)
 HC0912_MARKER: DS = TRIANGULATION STATION DISK
 HC0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0912
 HC0912  HISTORY     - Date     Condition        Report By
 HC0912  HISTORY     - 1938     MONUMENTED       CGS
 HC0912  HISTORY     - 1956     GOOD             CGS
 HC0912  HISTORY     - 1972     GOOD             NGS
 HC0912  HISTORY     - 19751120 GOOD             USGS
 HC0912
 HC0912                          STATION DESCRIPTION
 HC0912
 HC0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0912'ABOUT 19 MILES NORTH-BY-EAST OF FREDERICKTOWN, 13 MILES
 HC0912'SOUTH-BY-WEST OF STE. GENEVIEVE, AND 17 MILES WEST-BY-NORTH
 HC0912'OF PERRYVILLE, IN THE NW 1/4 SEC. 21, T. 36 N., R. 8 E.
 HC0912'OWNER IS UNKNOWN.  STATION IS 43 FEET SOUTH OF THE DIRT ROAD
 HC0912'LEADING OVER THE TOP OF THE HILL AND ON THE HIGHEST PART
 HC0912'OF THE HILL, WHICH IS COVERED WITH SCRUB-OAK.
 HC0912'
 HC0912'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HC0912'BRONZE DISKS SET IN CONCRETE.
 HC0912'
 HC0912'TO REACH FROM STE. GENEVIEVE AT INTERSECTION OF MISSOURI
 HC0912'HIGHWAYS 25 AND 32, GO SOUTH ON MISSOURI HIGHWAY 32 (GRAVEL)
 HC0912'3.9 MILES TO INTERSECTION OF MISSOURI HIGHWAY 32 AND COUNTY
 HC0912'ROAD B, THENCE LEFT ON COUNTY ROAD B (GRAVEL) 5 MILES TO TOWN
 HC0912'OF RIVER AUX VASES, CONTINUE ON COUNTY ROAD B 5.3 MILES TO
 HC0912'SIDE ROAD ON TOP OF HILL AT RIGHT AND TWO MAIL BOXES, TURN
 HC0912'RIGHT ON DIRT AND FOLLOW WOODS ROAD 0.5 MILE TO TOP OF HILL
 HC0912'AND STATION ON LEFT.
 HC0912'
 HC0912'REFERENCE MARK NO. 1, STAMPED COFFMAN NO. 1 - 1938, IS
 HC0912'SOUTHWEST-BY-WEST OF STATION, AND PROJECTS 10 INCHES.  REFERENCE
 HC0912'MARK NO. 2, STAMPED COFFMAN NO. 2 - 1938, IS WEST-NORTHWEST
 HC0912'OF STATION, AND PROJECTS 10 INCHES.  REFERENCE MARK NO. 1
 HC0912'TO REFERENCE MARK NO. 2 IS 86.80 FEET.
 HC0912'
 HC0912'AZIMUTH MARK IS ALONGSIDE PICKET FENCE (WEST SIDE) AT THE
 HC0912'HOME OF P.E. BASLER, 28 FEET NORTHEAST OF A JOG IN THE
 HC0912'FENCE LINE, 43 FEET EAST-SOUTHEAST OF THE MAILBOX, 55 FEET
 HC0912'EAST OF CENTER OF COUNTY ROAD B.  TO REACH THE AZIMUTH MARK
 HC0912'FROM WHERE THE DESCRIPTION SAYS TURN RIGHT AT TOP OF HILL
 HC0912'AND TWO MAIL BOXES, CONTINUE SOUTH ON COUNTY ROAD B FOR
 HC0912'0.1 MILE TO HOME OF MR. BASLER, THE FIRST HOUSE ON LEFT.
 HC0912'AZIMUTH MARK IS STAMPED COFFMAN - 1938 AND PROJECTS 6 INCHES.
 HC0912'
 HC0912'24-FOOT TOWER WILL SEE A 75-FOOT LIGHT AT STATION GEILER.
 HC0912'
 HC0912'24-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION CHESTER.
 HC0912'
 HC0912'37-FOOT TOWER WILL SEE A 75-FOOT LIGHT AT STATION ST. MARY.
 HC0912'
 HC0912'37-FOOT TOWER WILL SEE A 87-FOOT LIGHT AT STATION CONRAD.
 HC0912'
 HC0912'24-FOOT TOWER WILL SEE A 75-FOOT LIGHT AT STATION WOMACK.
 HC0912'
 HC0912'47-FOOT LIGHT AT STATION DOWL IS VISIBLE FROM THE GROUND
 HC0912'AT STATION COFFMAN.
 HC0912'
 HC0912'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 HC0912
 HC0912                          STATION RECOVERY (1956)
 HC0912
 HC0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0912'STATION MARK RECOVERED AS DESCRIBED.  ALL MARKS ARE IN GOOD
 HC0912'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 HC0912'
 HC0912'STATION MARK IS LOCATED, AIRLINE, ABOUT 13 MILES SOUTH SOUTHWEST
 HC0912'OF STE. GENEVIEVE, 4-1/2 MILES SOUTH SOUTHWEST OF RIVER AUX VASES,
 HC0912'3 MILES NORTH OF COFFMAN AND ON THE HIGHEST PART OF A HILL
 HC0912'COVERED WITH SCRUB OAK TREES.
 HC0912'
 HC0912'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE IN
 HC0912'THE VILLAGE OF RIVER AUX VASES, GO SOUTHERLY ON COUNTY ROUTE
 HC0912'B FOR 5.2 MILES TO THE TOP OF A RISE AND A SIDE ROAD ON THE
 HC0912'RIGHT.  TO REACH THE AZIMUTH MARK CONTINUE ON COUNTY ROUTE B
 HC0912'FOR 0.1 MILE TO A HOUSE ON THE LEFT AND THE AZIMUTH MARK ON
 HC0912'THE LEFT SIDE OF THE DRIVEWAY.  TURN RIGHT ON THE SIDE ROAD
 HC0912'AT THE TOP OF THE RISE AND GO 0.3 MILE, TAKE THE LEFT FORK
 HC0912'AND GO 0.2 TO THE TOP OF THE HILL AND THE STATION ON THE
 HC0912'LEFT.
 HC0912'
 HC0912'STATION MARK, STAMPED COFFMAN 1938, IS A STANDARD DISK SET IN
 HC0912'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 8
 HC0912'INCHES.  IT IS 45.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 HC0912'
 HC0912'REFERENCE MARK NUMBER 1, STAMPED COFFMAN NO 1 1938, IS A
 HC0912'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HC0912'PROJECTS 6 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 HC0912'
 HC0912'REFERENCE MARK NUMBER 2, STAMPED COFFMAN NO 2 1938, IS A
 HC0912'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 HC0912'POST THAT PROJECTS 8 INCHES AND IS AT THE SAME ELEVATION
 HC0912'AS THE STATION.
 HC0912'
 HC0912'AZIMUTH MARK, STAMPED COFFMAN 1938, IS A STANDARD DISK SET IN
 HC0912'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 10
 HC0912'INCHES.  IT IS 6.0 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 HC0912'TO THE HOUSE AND 4.0 FEET SOUTH OF A FENCE LINE.  THE FARM
 HC0912'IS STILL OWNED BY P.E. BASLER.
 HC0912'
 HC0912'NOTE- AIRWAY BEACON 54 WAS FOUND TO BE 53 AT THIS TIME.
 HC0912
 HC0912                          STATION RECOVERY (1972)
 HC0912
 HC0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HC0912'STATION NOTE OBSERVED THIS DATE.
 HC0912'
 HC0912'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 HC0912'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TILTED OUT
 HC0912'OF POSITION AND CHIPPED AND WAS REMOVED BY THE REQUEST OF THE
 HC0912'PROPERTY OWNER.  BEING THE IMMEDIATE AREA IS WOODED, A PLACE TO
 HC0912'SET A NEW AZIMUTH MARK THAT WOULD BE VISIBLE FROM THE GROUND COULD
 HC0912'NOT BE FOUND.
 HC0912'
 HC0912'FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION AND THE REFERENCE
 HC0912'MARKS.
 HC0912'
 HC0912'TO REACH THE STATION FROM THE GENERAL STORE AND POST OFFICE BUILDING
 HC0912'IN THE VILLAGE OF RIVER AUX VASES, GO SOUTHWESTERLY ON COUNTY ROAD
 HC0912'B FOR 5.25 MILES TO COUNTY ROAD CC ON THE RIGHT.  TURN RIGHT AND GO
 HC0912'NORTH AND WEST ON COUNTY ROAD CC FOR 0.35 MILE TO THE COFFMAN
 HC0912'LOOKOUT TOWER AND THE STATION ON THE LEFT IN A SMALL CLEARED
 HC0912'AREA.
 HC0912'
 HC0912'THE STATION MARK IS 60 FEET SOUTH OF THE CENTER OF COUNTY ROAD CC,
 HC0912'37 FEET WEST OF THE CENTER OF A GRAVELED DRIVEWAY, 30 FEET NORTHEAST
 HC0912'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 23 FEET NORTH OF THE
 HC0912'NORTHEAST LEG OF THE LOOKOUT TOWER, 19 FEET SOUTH OF A GROUP OF
 HC0912'FOUR POSTS SUPPORTING THE LOOKOUT TOWER SIGN AND THE MARK
 HC0912'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 HC0912'
 HC0912'REFERENCE MARK NO. 1 IS 53.6 FEET EAST OF A POWER POLE WITH A METER
 HC0912'ATTACHED, 29 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT
 HC0912'TOWER, 24.5 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST LEG OF THE
 HC0912'LOOKOUT TOWER AND THE MARK PROJECTS 6 INCHES ABOVE THE GROUND
 HC0912'SURFACE.
 HC0912'
 HC0912'REFERENCE MARK NO. 2 IS 57.5 FEET WEST OF THE 4 POSTS SUPPORTING
 HC0912'THE LOOKOUT TOWER SIGN, 46 FEET NORTHWEST OF THE NORTHWEST LEG OF
 HC0912'THE LOOKOUT TOWER, 41.5 FEET SOUTH OF THE CENTER OF COUNTY ROAD CC,
 HC0912'19 FEET SOUTHEAST OF A 4-INCH SQUARE METAL TELEPHONE CABLE BOX AND
 HC0912'THE MARK PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 HC0912'
 HC0912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 HC0912'SOUTH-SOUTHWEST OF STE. GENEVIEVE.
 HC0912
 HC0912                          STATION RECOVERY (1975)
 HC0912
 HC0912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (DWB)
 HC0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0656 ***********************************************************************
 GF0656  DESIGNATION -  COLD
 GF0656  PID         -  GF0656
 GF0656  STATE/COUNTY-  MO/DOUGLAS
 GF0656  USGS QUAD   -  BRUSHYKNOB (1973)
 GF0656
 GF0656                         *CURRENT SURVEY CONTROL
 GF0656  ___________________________________________________________________
 GF0656* NAD 83(1997)-  36 59 16.55037(N)    092 26 58.73791(W)     ADJUSTED  
 GF0656* NAVD 88     -       403.0    (meters)    1322.     (feet)  VERTCON   
 GF0656  ___________________________________________________________________
 GF0656  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 GF0656  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GF0656
 GF0656  HORZ ORDER  -  SECOND
 GF0656
 GF0656.The horizontal coordinates were established by classical geodetic methods
 GF0656.and adjusted by the National Geodetic Survey in February 2000..
 GF0656
 GF0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0656
 GF0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0656
 GF0656.The geoid height was determined by GEOID03.
 GF0656
 GF0656;                    North         East     Units Scale Factor Converg.
 GF0656;SPC MO C     -   128,114.432   504,482.199   MT  0.99993358   +0 01 49.1
 GF0656;UTM  15      - 4,093,675.001   548,975.979   MT  0.99962955   +0 19 52.0
 GF0656
 GF0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0656!SPC MO C     -   0.99994127  x   0.99993358  =   0.99987486
 GF0656!UTM  15      -   0.99994127  x   0.99962955  =   0.99957085
 GF0656
 GF0656|---------------------------------------------------------------------|
 GF0656| PID    Reference Object                     Distance      Geod. Az  |
 GF0656|                                                           dddmmss.s |
 GF0656| CI0622 COLD RM 1                            10.531 METERS 01955     |
 GF0656| GF0943 COLD AZ MK                          303.370 METERS 02010     |
 GF0656| GF0655 VANZANT TWIN LOT                    APPROX.18.9 KM 1125704.0 |
 GF0656| CI0623 COLD RM 2                            11.844 METERS 23245     |
 GF0656|---------------------------------------------------------------------|
 GF0656
 GF0656                          SUPERSEDED SURVEY CONTROL
 GF0656
 GF0656  NAD 83(1997)-  36 59 16.56070(N)    092 26 58.73692(W) AD(       ) 2
 GF0656  NAD 83(1986)-  36 59 16.56104(N)    092 26 58.73640(W) AD(       ) 2
 GF0656  NAD 27      -  36 59 16.36629(N)    092 26 58.14154(W) AD(       ) 2
 GF0656  NGVD 29 (07/19/86)  402.9    (m)         1322.     (f) VERT ANG       
 GF0656
 GF0656.Superseded values are not recommended for survey control.
 GF0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0656.See file dsdata.txt to determine how the superseded data were derived.
 GF0656
 GF0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4897693675(NAD 83)
 GF0656_MARKER: DS = TRIANGULATION STATION DISK
 GF0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0656_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0656
 GF0656  HISTORY     - Date     Condition        Report By
 GF0656  HISTORY     - 1978     MONUMENTED       NGS
 GF0656
 GF0656                          STATION DESCRIPTION
 GF0656
 GF0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 GF0656'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH OF NORWOOD
 GF0656'12 MILES EAST-NORTHEAST OF AVA, AND 14 MILES SOUTHWEST
 GF0656'OF MOUNTAIN GROVE IN THE NORTHWEST 1/4 QUARTER SECTION 35,
 GF0656'R 14 W, T 27 N, AND ON THE ROAD RIGHT-OF-WAY.
 GF0656'
 GF0656'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS C AND PP
 GF0656'ONE BLOCK SOUTH OF THE POST OFFICE IN NORWOOD, GO EAST AND SOUTH
 GF0656'ON COUNTY ROAD C FOR 3.75 MILES TO A SIDE ROAD RIGHT, (COUNTY
 GF0656'ROAD YY).  CONTINUE AHEAD ON COUNTY ROAD C FOR 5.85 MILES TO THE
 GF0656'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.05 MILE TO
 GF0656'A METAL GATE ON THE RIGHT AND THE STATION ON THE LEFT.
 GF0656'
 GF0656'THE STATION MARKS, STAMPED---COLD 1978---, ARE STANDARD DISKS.
 GF0656'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 GF0656'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE, AND HAS
 GF0656'A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS 39 FEET
 GF0656'EAST OF THE CENTER OF COUNTY ROAD C, 37 FEET NORTH OF A 20 INCH
 GF0656'OAK TREE, AND 3 FEET WEST OF A METAL WITNESS POST.
 GF0656'
 GF0656'REFERENCE MARK 1, STAMPED---COLD NO 1 1978---, A STANDARD
 GF0656'REFERENCE DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 GF0656'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 GF0656'32 FEET EAST OF THE CENTER OF COUNTY ROAD C, AND 10 FEET
 GF0656'WEST OF A METAL WITNESS POST AND A FENCE LINE.
 GF0656'REFERENCE MARK 2, STAMPED---COLD NO 2 1978---, A STANDARD
 GF0656'
 GF0656'REFERENCE DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 GF0656'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 GF0656'IT IS 23.2 FEET EAST OF THE CENTER OF COUNTY ROAD C, AND 17.8
 GF0656'FEET WEST OF A METAL WITNESS POST AND A FENCE LINE.
 GF0656'
 GF0656'AZIMUTH MARKS, STAMPED---COLD 1978---, ARE STANDARD DISKS.
 GF0656'THE SURFACE DISK IS
 GF0656'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 GF0656'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE AND HAS A METAL
 GF0656'ROD EMBEDDED IN THE MONUMENT.  IT IS 84 FEET SOUTH OF A 24 INCH
 GF0656'OAK TREE, 39 FEET EAST OF CENTER OF COUNTY ROAD C, AND
 GF0656'2.9 FEET WEST OF A METAL WITNESS POST AND FENCE LINE.
 GF0656'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 GF0656'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 GF0656'
 GF0656'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0943 ***********************************************************************
 GF0943  DESIGNATION -  COLD AZ MK
 GF0943  PID         -  GF0943
 GF0943  STATE/COUNTY-  MO/DOUGLAS
 GF0943  USGS QUAD   -  BRUSHYKNOB (1973)
 GF0943
 GF0943                         *CURRENT SURVEY CONTROL
 GF0943  ___________________________________________________________________
 GF0943* NAD 83(1997)-  36 59 25.78836(N)    092 26 54.50946(W)     ADJUSTED  
 GF0943* NAVD 88     -       399.2    (meters)    1310.     (feet)  VERTCON   
 GF0943  ___________________________________________________________________
 GF0943  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GF0943  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GF0943
 GF0943  HORZ ORDER  -  SECOND
 GF0943
 GF0943.The horizontal coordinates were established by classical geodetic methods
 GF0943.and adjusted by the National Geodetic Survey in February 2000..
 GF0943.No horizontal observational check was made to the station.
 GF0943
 GF0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0943
 GF0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0943
 GF0943.The geoid height was determined by GEOID03.
 GF0943
 GF0943;                    North         East     Units Scale Factor Converg.
 GF0943;SPC MO C     -   128,399.249   504,586.605   MT  0.99993359   +0 01 51.6
 GF0943;UTM  15      - 4,093,960.275   549,078.856   MT  0.99962967   +0 19 54.7
 GF0943
 GF0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0943!SPC MO C     -   0.99994187  x   0.99993359  =   0.99987546
 GF0943!UTM  15      -   0.99994187  x   0.99962967  =   0.99957156
 GF0943
 GF0943                          SUPERSEDED SURVEY CONTROL
 GF0943
 GF0943  NAD 83(1997)-  36 59 25.79869(N)    092 26 54.50847(W) AD(       ) 2
 GF0943  NAD 83(1986)-  36 59 25.79903(N)    092 26 54.50795(W) AD(       ) 2
 GF0943  NAD 27      -  36 59 25.60445(N)    092 26 53.91321(W) AD(       ) 2
 GF0943  NGVD 29 (07/19/86)  399.1    (m)         1309.     (f) VERT ANG       
 GF0943
 GF0943.Superseded values are not recommended for survey control.
 GF0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0943.See file dsdata.txt to determine how the superseded data were derived.
 GF0943
 GF0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4907993960(NAD 83)
 GF0943_MARKER: DS = TRIANGULATION STATION DISK
 GF0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0943+STABILITY: SURFACE MOTION
 GF0943
 GF0943  HISTORY     - Date     Condition        Report By
 GF0943  HISTORY     - 1978     MONUMENTED       NGS
 GF0943
 GF0943                          STATION DESCRIPTION
 GF0943
 GF0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 GF0943'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH OF NORWOOD
 GF0943'12 MILES EAST-NORTHEAST OF AVA, AND 14 MILES SOUTHWEST
 GF0943'OF MOUNTAIN GROVE IN THE NORTHWEST 1/4 QUARTER SECTION 35,
 GF0943'R 14 W, T 27 N, AND ON THE ROAD RIGHT-OF-WAY.
 GF0943'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GF0943'COLD USING ELECTRONIC DISTANCE EQUIPMENT.
 GF0943'
 GF0943'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS C AND PP
 GF0943'ONE BLOCK SOUTH OF THE POST OFFICE IN NORWOOD, GO EAST AND SOUTH
 GF0943'ON COUNTY ROAD C FOR 3.75 MILES TO A SIDE ROAD RIGHT, (COUNTY
 GF0943'ROAD YY).  CONTINUE AHEAD ON COUNTY ROAD C FOR 5.85 MILES TO THE
 GF0943'AZIMUTH MARK ON THE LEFT.
 GF0943'
 GF0943'THE STATION MARKS, STAMPED---COLD AZ MK 1978---, ARE STANDARD
 GF0943'DISKS.  THE SURFACE DISK IS
 GF0943'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 GF0943'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE AND HAS A METAL
 GF0943'ROD EMBEDDED IN THE MONUMENT.  IT IS 84 FEET SOUTH OF A 24 INCH
 GF0943'OAK TREE, 39 FEET EAST OF CENTER OF COUNTY ROAD C, AND
 GF0943'2.9 FEET WEST OF A METAL WITNESS POST AND FENCE LINE.
 GF0943'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 GF0943'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 GF0943'
 GF0943'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1537 ***********************************************************************
 JC1537  DESIGNATION -  COLE
 JC1537  PID         -  JC1537
 JC1537  STATE/COUNTY-  MO/MONTGOMERY
 JC1537  USGS QUAD   -  READSVILLE (1985)
 JC1537
 JC1537                         *CURRENT SURVEY CONTROL
 JC1537  ___________________________________________________________________
 JC1537* NAD 83(1997)-  38 46 17.07664(N)    091 38 40.96201(W)     ADJUSTED  
 JC1537* NAVD 88     -       278.55   (+/-2cm)     913.9    (feet)  VERTCON   
 JC1537  ___________________________________________________________________
 JC1537  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 JC1537  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JC1537
 JC1537  HORZ ORDER  -  FIRST
 JC1537  VERT ORDER  -  THIRD ? (See Below)
 JC1537
 JC1537.The horizontal coordinates were established by classical geodetic methods
 JC1537.and adjusted by the National Geodetic Survey in February 2000..
 JC1537
 JC1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1537.The vertical order pertains to the NGVD 29 superseded value.
 JC1537
 JC1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1537
 JC1537.The geoid height was determined by GEOID03.
 JC1537
 JC1537;                    North         East     Units Scale Factor Converg.
 JC1537;SPC MO E     -   326,678.296   150,524.656   MT  1.00005514   -0 43 00.8
 JC1537;SPC MO C     -   326,403.375   574,324.005   MT  1.00000133   +0 32 08.2
 JC1537;UTM  15      - 4,292,282.303   617,735.863   MT  0.99977069   +0 50 55.7
 JC1537
 JC1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1537!SPC MO E     -   0.99996134  x   1.00005514  =   1.00001648
 JC1537!SPC MO C     -   0.99996134  x   1.00000133  =   0.99996267
 JC1537!UTM  15      -   0.99996134  x   0.99977069  =   0.99973204
 JC1537
 JC1537:                Primary Azimuth Mark                     Grid Az
 JC1537:SPC MO E     -  SPRING                                   066 35 21.5
 JC1537:SPC MO C     -  SPRING                                   065 20 12.5
 JC1537:UTM  15      -  SPRING                                   065 01 25.0
 JC1537
 JC1537|---------------------------------------------------------------------|
 JC1537| PID    Reference Object                     Distance      Geod. Az  |
 JC1537|                                                           dddmmss.s |
 JC1537| JC1444 SPRING                              APPROX.17.0 KM 0655220.7 |
 JC1537| CN6674 COLE RM 1                            29.178 METERS 09008     |
 JC1537| CN6673 COLE AZ MK                                         1622539.7 |
 JC1537| CN6675 COLE RM 2                            39.163 METERS 33453     |
 JC1537|---------------------------------------------------------------------|
 JC1537
 JC1537                          SUPERSEDED SURVEY CONTROL
 JC1537
 JC1537  NAD 83(1986)-  38 46 17.09233(N)    091 38 40.96475(W) AD(       ) 1
 JC1537  NAD 27      -  38 46 16.94290(N)    091 38 40.34760(W) AD(       ) 1
 JC1537  NGVD 29 (07/19/86)  278.55   (m)          913.9    (f) LEVELING    3  
 JC1537
 JC1537.Superseded values are not recommended for survey control.
 JC1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1537.See file dsdata.txt to determine how the superseded data were derived.
 JC1537
 JC1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC1773692282(NAD 83)
 JC1537_MARKER: DS = TRIANGULATION STATION DISK
 JC1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1537+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2002
 JC1537
 JC1537  HISTORY     - Date     Condition        Report By
 JC1537  HISTORY     - 1934     MONUMENTED       CGS
 JC1537  HISTORY     - 1957     GOOD             CGS
 JC1537  HISTORY     - 1970     GOOD             NGS
 JC1537  HISTORY     - 1971     GOOD             NGS
 JC1537  HISTORY     - 20020117 GOOD             INDIV
 JC1537
 JC1537                          STATION DESCRIPTION
 JC1537
 JC1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1537'STATION IS LOCATED ABOUT 17 MILES SE OF FULTON, ABOUT 11 MILES
 JC1537'SSE OF WILLIAMSBURG, ABOUT 4 MILES SE OF READSVILLE, IN
 JC1537'NW 1/4 SEC. 7, T 46 N, R 6 W, ON LAND OWNED AND OCCUPIED BY
 JC1537'S.M. COLE.
 JC1537'
 JC1537'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JC1537'BRONZE DISKS SET IN CONCRETE.
 JC1537'
 JC1537'STATION MARK IS SET ON THE S SIDE OF THE BARNYARD, 1 FOOT N OF THE
 JC1537'FENCE LINE, 78 FEET E OF THE SW CORNER OF THE BARNYARD, 1 FOOT N
 JC1537'OF THE FENCE LINE, 78 FEET E OF THE SW CORNER OF THE BARNYARD,
 JC1537'131 FEET SE OF THE BARNYARD GATE, 138 FEET S OF THE SW CORNER OF
 JC1537'MR. COLES HOUSE, AND PROJECTS 5 INCHES.
 JC1537'
 JC1537'REFERENCE MARK NO. 1 IS E OF THE STATION ON THE S EDGE OF THE
 JC1537'BARNYARD, 1 FOOT N OF E-W FENCE LINE, AND PROJECTS 15 INCHES.
 JC1537'
 JC1537'REFERENCE MARK NO. 2 IS NW OF THE STATION, 10 FEET E OF THE
 JC1537'E GATE POST, 0.5 FOOT S OF FENCE LINE, 30 FEET E OF THE CENTER
 JC1537'LINE OF THE ROAD, 62 FEET SW OF THE SW CORNER OF MR. COLES HOUSE,
 JC1537'AND PROJECTS 12 INCHES.
 JC1537'
 JC1537'AZIMUTH MARK IS SSE OF THE STATION, 2 FEET N OF FENCE LINE, 15
 JC1537'FEET N OF THE CENTER LINE OF THE ROAD, 104 FEET W OF BLACK OAK
 JC1537'AND WILD CHERRY TREES ON FENCE LINE.  TO REACH, GO 0.3 MILE S
 JC1537'AND 0.1 MILE E FROM THE STATION.  MARK PROJECTS 12 INCHES.
 JC1537'
 JC1537'TO REACH FROM READSVILLE, GO S FOR 0.3 MILE TO A GRAVEL
 JC1537'T-ROAD TO E.  GO E 2.1 MILES TO TURN S, THENCE S 0.25 MILE TO
 JC1537'SIDE ROAD TO E.  GO E 2.0 MILES TO A SIDE ROAD LEADING S.  GO S
 JC1537'1.7 MILES TO CROSS ROAD.  HERE GO E 0.2 MILE TO TURN S.  GO S 0.3
 JC1537'MILE TO THE STATION ON THE E OF THE ROAD.
 JC1537'
 JC1537'ALL LIGHTS CAME INTO VIEW AT 25 FEET.
 JC1537
 JC1537                          STATION RECOVERY (1957)
 JC1537
 JC1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 JC1537'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JC1537'FOUND TO BE IN GOOD CONDITION.  THE DIRECTION BETWEEN THE
 JC1537'REFERENCE MARKS CHECKED WITH THE PREVIOUS DATA.  A DIFFERENCE IN
 JC1537'DISTANCE TO THE REFERENCE MARKS WAS FOUND AND ARE LISTED BELOW.
 JC1537'THE OLD DESCRIPTION IS NOW OUTDATED AND A NEW ONE FOLLOWS.  THE
 JC1537'AZIMUTH MARK HAS BEEN DESTROYED.
 JC1537'
 JC1537'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTH-SOUTHEAST OF
 JC1537'WILLIAMSBURG, 9.0 MILES SOUTH-SOUTHWEST OF MINEOLA, AND 5.0
 JC1537'MILES SOUTHEAST OF READSVILLE.
 JC1537'
 JC1537'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS D AND K
 JC1537'IN READSVILLE GO EAST ON COUNTY ROAD K FOR 5.8 MILES TO A FARM
 JC1537'ENTRANCE ROAD ON THE RIGHT, SOUTH, SIDE OF THE ROAD.  TURN RIGHT
 JC1537'AND GO 0.3 MILE TO THE FARM HOUSE AND THE STATION.
 JC1537'
 JC1537'THE STATION MARK, A STANDARD DISK STAMPED COLE 1934, IS SET IN
 JC1537'THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 2 INCHES ABOVE THE
 JC1537'GROUND.  IT IS 140 FEET SOUTH OF THE WEST EDGE OF THE FARM
 JC1537'HOUSE, 60 FEET WEST OF A FENCE CORNER AT THE WEST EDGE OF A FARM
 JC1537'LANE, 45 FEET WEST OF A SMALL BUILDING, AND 1.0 FOOT NORTH OF
 JC1537'THE SECOND FENCE SOUTH OF THE HOUSE.
 JC1537'
 JC1537'REFERENCE MARK 1, A STANDARD DISK STAMPED COLE NO 1 1954, IS SET
 JC1537'IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 6 INCHES ABOVE
 JC1537'THE GROUND.  IT IS 50 FEET EAST OF A SMALL BUILDING, 23 FEET
 JC1537'EAST OF THE EAST CORNER OF A FARM LANE, AND 1.0 FOOT NORTH OF
 JC1537'A FENCE LINE.
 JC1537'
 JC1537'REFERENCE MARK 2, A STANDARD DISK STAMPED COLE NO 2 1934, IS SET
 JC1537'IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 6 INCHES ABOVE
 JC1537'THE GROUND.  IT IS 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JC1537'OF THE FARM HOUSE, 30 FEET SOUTH OF THE SOUTH TREE IN THE FRONT
 JC1537'YARD OF THE HOUSE, AND 1.0 FOOT SOUTHEAST OF A GATE POST.
 JC1537
 JC1537                          STATION RECOVERY (1970)
 JC1537
 JC1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JFS)
 JC1537'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 JC1537'DESCRIBED.
 JC1537'
 JC1537'THE OLD DESCRIPTION IS ADEQUATE.
 JC1537'
 JC1537'HEIGHT OF LIGHT AT SPRING 44.09 FT.
 JC1537
 JC1537                          STATION RECOVERY (1971)
 JC1537
 JC1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1537'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JC1537'WERE RECOVERED AS DESCRIBED IN THE 1957 DESCRIPTION AND THE MARKS
 JC1537'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 JC1537'BUT NOT FOUND AND ALL INDICATIONS FROM OLD DESCRIPTION SHOW THE
 JC1537'MARK MUST BE DESTROYED.  NO OBJECTS WERE VISIBLE FROM THE STATION
 JC1537'SITE SO A NEW AZIMUTH MARK WAS NOT SET.  THE OLD FARMYARD HAS
 JC1537'BEEN ABANDONED AT THE STATION SITE.
 JC1537'
 JC1537'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 JC1537'
 JC1537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JC1537'ABOUT 5 MILES SE OF READSVILLE.
 JC1537
 JC1537                          STATION RECOVERY (2002)
 JC1537
 JC1537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RSL)
 JC1537'MARK WAS RECOVERED AS DESCRIBED. THE FARMYARD IS NOW A PASTURE FOR
 JC1537'LIVESTOCK. THERE IS A HOUSE 200 FEET NORTH OF THE STATION. LAND OWNER
 JC1537'SAID HE HAS NO PROBLEM WITH LAND SURVEYORS GOING ON HIS PROPERTY AND
 JC1537'USING THE STATION. THE STATION COULD BE USED FOR GPS.
 JC1537'MO PLS 2001015258
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2680 ***********************************************************************
 JD2680  DESIGNATION -  COLE CAMP MUNICIPAL TANK
 JD2680  PID         -  JD2680
 JD2680  STATE/COUNTY-  MO/BENTON
 JD2680  USGS QUAD   -  COLE CAMP (1961)
 JD2680
 JD2680                         *CURRENT SURVEY CONTROL
 JD2680  ___________________________________________________________________
 JD2680* NAD 83(1997)-  38 27 25.79212(N)    093 12 16.55943(W)     ADJUSTED  
 JD2680* NAVD 88     -                                                        
 JD2680  ___________________________________________________________________
 JD2680  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 JD2680  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JD2680
 JD2680  HORZ ORDER  -  THIRD
 JD2680
 JD2680.The horizontal coordinates were established by classical geodetic methods
 JD2680.and adjusted by the National Geodetic Survey in February 2000..
 JD2680
 JD2680
 JD2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2680
 JD2680.The geoid height was determined by GEOID03.
 JD2680
 JD2680;                    North         East     Units Scale Factor Converg.
 JD2680;SPC MO C     -   291,409.649   438,503.168   MT  0.99997989   -0 26 17.6
 JD2680;UTM  15      - 4,256,560.171   482,148.759   MT  0.99960392   -0 07 38.1
 JD2680
 JD2680                          SUPERSEDED SURVEY CONTROL
 JD2680
 JD2680  NAD 83(1997)-  38 27 25.79916(N)    093 12 16.55856(W) AD(       ) 4
 JD2680  NAD 83(1986)-  38 27 25.80202(N)    093 12 16.55930(W) AD(       ) 4
 JD2680  NAD 27      -  38 27 25.72400(N)    093 12 15.82800(W) AD(       ) 3
 JD2680
 JD2680.Superseded values are not recommended for survey control.
 JD2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2680.See file dsdata.txt to determine how the superseded data were derived.
 JD2680
 JD2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8214956560(NAD 83)
 JD2680_MARKER: 53 = ELEVATED TANK
 JD2680
 JD2680  HISTORY     - Date     Condition        Report By
 JD2680  HISTORY     - 1948     FIRST OBSERVED   CGS
 JD2680  HISTORY     - 1963     GOOD             CGS
 JD2680  HISTORY     - 20050223 GOOD             GEOCAC
 JD2680
 JD2680                          STATION DESCRIPTION
 JD2680
 JD2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2680'LOCATED IN A SMALL PARK IN THE SOUTHWEST PART OF COLE CAMP.
 JD2680'TANK PROPER IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE WITH A
 JD2680'BALL AND A LIGHT AT ITS APEX.  POINT OBSERVED UPON WAS THE BALL
 JD2680'AND THE HEIGHT IS ABOUT 100 FEET.
 JD2680
 JD2680                          STATION RECOVERY (1963)
 JD2680
 JD2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 JD2680'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 JD2680
 JD2680                          STATION RECOVERY (2005)
 JD2680
 JD2680'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD2680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2681 ***********************************************************************
 JD2681  DESIGNATION -  COLE CAMP TALLEST CHURCH SPIRE
 JD2681  PID         -  JD2681
 JD2681  STATE/COUNTY-  MO/BENTON
 JD2681  USGS QUAD   -  COLE CAMP (1961)
 JD2681
 JD2681                         *CURRENT SURVEY CONTROL
 JD2681  ___________________________________________________________________
 JD2681* NAD 83(1997)-  38 27 31.90910(N)    093 12 08.06747(W)     ADJUSTED  
 JD2681* NAVD 88     -                                                        
 JD2681  ___________________________________________________________________
 JD2681  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 JD2681  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JD2681
 JD2681  HORZ ORDER  -  THIRD
 JD2681
 JD2681.The horizontal coordinates were established by classical geodetic methods
 JD2681.and adjusted by the National Geodetic Survey in February 2000..
 JD2681
 JD2681
 JD2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2681
 JD2681.The geoid height was determined by GEOID03.
 JD2681
 JD2681;                    North         East     Units Scale Factor Converg.
 JD2681;SPC MO C     -   291,596.684   438,710.488   MT  0.99997958   -0 26 12.4
 JD2681;UTM  15      - 4,256,748.257   482,354.984   MT  0.99960383   -0 07 32.8
 JD2681
 JD2681                          SUPERSEDED SURVEY CONTROL
 JD2681
 JD2681  NAD 83(1997)-  38 27 31.91570(N)    093 12 08.06684(W) AD(       ) 4
 JD2681  NAD 83(1986)-  38 27 31.91891(N)    093 12 08.06734(W) AD(       ) 4
 JD2681  NAD 27      -  38 27 31.84400(N)    093 12 07.33500(W) AD(       ) 3
 JD2681
 JD2681.Superseded values are not recommended for survey control.
 JD2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2681.See file dsdata.txt to determine how the superseded data were derived.
 JD2681
 JD2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8235556748(NAD 83)
 JD2681_MARKER: 90 = CHURCH SPIRE
 JD2681
 JD2681  HISTORY     - Date     Condition        Report By
 JD2681  HISTORY     - 1928     FIRST OBSERVED   CGS
 JD2681  HISTORY     - 1935     GOOD             CGS
 JD2681  HISTORY     - 1963     GOOD             CGS
 JD2681  HISTORY     - 20050223 MARK NOT FOUND   GEOCAC
 JD2681
 JD2681                          STATION DESCRIPTION
 JD2681
 JD2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2681'STATION IS IN THE TOWN OF COLE CAMP, 1 BLOCK S OF STATE HIGHWAY
 JD2681'52, 1 BLOCK S OF PEOPLES BANK, OPPOSITE SHELL SERVICE STATION,
 JD2681'100 FEET E OF MAPLE STREET, AND 60 FEET S OF STATE STREET.
 JD2681'THE CHURCH WAS CONSTRUCTED OF BRICK, IN 1911.  THE SPIRE IS
 JD2681'ON NE CORNER OF TRINITY LUTHERAN CHURCH AND IN GOOD CONDITION.
 JD2681
 JD2681                          STATION RECOVERY (1963)
 JD2681
 JD2681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 JD2681'STATION RECOVERED AS DESCRIBED BY G.J. IN HIS 1935 RECOVERY NOTE
 JD2681'AND FOUND TO BE IN GOOD CONDITION.
 JD2681
 JD2681                          STATION RECOVERY (2005)
 JD2681
 JD2681'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD2681'1911 STRUCTURE REPLACED BY NEW STRUCTURE IN 2002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2622 ***********************************************************************
 JD2622  DESIGNATION -  COLE RESET
 JD2622  PID         -  JD2622
 JD2622  STATE/COUNTY-  MO/MONITEAU
 JD2622  USGS QUAD   -  CLARKSBURG (1985)
 JD2622
 JD2622                         *CURRENT SURVEY CONTROL
 JD2622  ___________________________________________________________________
 JD2622* NAD 83(1997)-  38 38 06.94082(N)    092 43 40.25935(W)     ADJUSTED  
 JD2622* NAVD 88     -       281.6    (meters)     924.     (feet)  VERTCON   
 JD2622  ___________________________________________________________________
 JD2622  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 JD2622  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD2622
 JD2622  HORZ ORDER  -  FIRST
 JD2622
 JD2622.The horizontal coordinates were established by classical geodetic methods
 JD2622.and adjusted by the National Geodetic Survey in February 2000..
 JD2622
 JD2622.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2622
 JD2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2622
 JD2622.The geoid height was determined by GEOID03.
 JD2622
 JD2622;                    North         East     Units Scale Factor Converg.
 JD2622;SPC MO C     -   310,967.750   480,162.567   MT  0.99993818   -0 08 32.1
 JD2622;UTM  15      - 4,276,337.533   523,686.491   MT  0.99960691   +0 10 11.7
 JD2622
 JD2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2622!SPC MO C     -   0.99996093  x   0.99993818  =   0.99989912
 JD2622!UTM  15      -   0.99996093  x   0.99960691  =   0.99956786
 JD2622
 JD2622:                Primary Azimuth Mark                     Grid Az
 JD2622:SPC MO C     -  COLE AZ MK                               025 12 23.6
 JD2622:UTM  15      -  COLE AZ MK                               024 53 39.8
 JD2622
 JD2622|---------------------------------------------------------------------|
 JD2622| PID    Reference Object                     Distance      Geod. Az  |
 JD2622|                                                           dddmmss.s |
 JD2622| CN6669 COLE AZ MK                                         0250351.5 |
 JD2622| CN6671 COLE RM 3                            28.644 METERS 06321     |
 JD2622| CN6672 COLE RM 4                            23.175 METERS 28002     |
 JD2622|---------------------------------------------------------------------|
 JD2622
 JD2622                          SUPERSEDED SURVEY CONTROL
 JD2622
 JD2622  NAD 83(1986)-  38 38 06.95174(N)    092 43 40.26133(W) AD(       ) 1
 JD2622  NAD 27      -  38 38 06.87360(N)    092 43 39.55920(W) AD(       ) 1
 JD2622  NGVD 29 (07/19/86)  281.5    (m)          924.     (f) VERT ANG       
 JD2622
 JD2622.Superseded values are not recommended for survey control.
 JD2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2622.See file dsdata.txt to determine how the superseded data were derived.
 JD2622
 JD2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2368676338(NAD 83)
 JD2622_MARKER: V = STONE MONUMENT
 JD2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2622
 JD2622  HISTORY     - Date     Condition        Report By
 JD2622  HISTORY     - 1880     MONUMENTED       CGS
 JD2622  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JD2622  HISTORY     - 1935     POOR             CGS
 JD2622  HISTORY     - 1948     GOOD             CGS
 JD2622  HISTORY     - 1963     SEE DESCRIPTION  CGS
 JD2622
 JD2622                          STATION DESCRIPTION
 JD2622
 JD2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (FDG)
 JD2622'ABOUT 3 MILES EAST-SOUTHEAST OF TOWN OF TIPTON, IN NORTHERN
 JD2622'PART OF SEC. 30, T. 45 N., R. 16 W., ON LAND OWNED AND OCCUPIED
 JD2622'IN 1922 BY JOHN C. COLE.  STATION WAS ORIGINALLY AT CENTER OF OLD
 JD2622'WINDMILL WHICH WAS USED AS OBSERVING SCAFFOLD.  IN 1922 ALL
 JD2622'MARKS WERE RECOVERED IN GOOD CONDITION, BUT OLD WINDMILL WAS
 JD2622'GONE.  FARMHOUSE STANDS TO SOUTHWARD OF WHERE OLD WINDMILL
 JD2622'STOOD.  STATION IS IN FRONT YARD DIRECTLY NORTH OF HOUSE 18 FEET
 JD2622'SOUTH OF CENTER LINE OF EAST-AND-WEST ROAD, 46.4 FEET
 JD2622'N 40 DEG W FROM NORTHEAST CORNER OF HOUSE,
 JD2622'AND 29 FEET N 01 DEG E FROM NORTHWEST CORNER
 JD2622'OF HOUSE.  SURFACE MARK IS STONE POST WITNESSED BY TWO OTHERS,
 JD2622'AND UNDERGROUND MARK IS BOTTLE OF ASHES, EXCEPT
 JD2622'WITNESS STONES ARE ONLY 4 FEET FROM STATION.
 JD2622
 JD2622                          STATION RECOVERY (1922)
 JD2622
 JD2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JD2622'IN 1922 STANDARD
 JD2622'DISK STATION MARK WAS SET IN TOP OF SURFACE MARK.
 JD2622
 JD2622                          STATION RECOVERY (1935)
 JD2622
 JD2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2622'STATION FOUND ON LAND DESCRIBED, OWNED AND OPERATED BY OSCAR COLE,
 JD2622'3 MILES E AND 1.5 MILES S OF TIPTON, 0.8 MILE S OF U.S. HIGHWAY
 JD2622'50, 0.2 MILE W OF ONE N-S ROAD AND 0.8 MILE E OF ANOTHER AND
 JD2622'ABOUT 150 FEET E OF SHORT S-CURVE IN ROAD.  STATION IS 11 FEET
 JD2622'S OF FRONT YARD FENCE, 27-1/2 FEET S OF CENTER LINE OF ROAD,
 JD2622'35-1/2 FEET ESE OF CORNER POST AT NW CORNER OF YARD AND 54
 JD2622'FEET WNW OF 30-INCH MAPLE TREE ON E SIDE OF YARD AND ON A LINE
 JD2622'BETWEEN THIS TREE AND CORNER POST.  WITNESS POSTS WERE FOUND
 JD2622'AS DESCRIBED, MARKED WITH STANDARD REFERENCE DISKS.  SURFACE
 JD2622'MARK DOES NOT HAVE BRONZE DISK THAT DESCRIPTION CLAIMS.  TOP
 JD2622'OF STONE POST HAS BEEN CRACKED BUT APPARENTLY HAS NOT
 JD2622'BEEN DISTURBED.
 JD2622
 JD2622                          STATION RECOVERY (1948)
 JD2622
 JD2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LBO)
 JD2622'STATION RECOVERED AND MARKS FOUND IN GOOD CONDITION.  IT IS ON
 JD2622'LAND NOW OWNED BY MR. OSCAR COLE.  IN THE 1922 DESCRIPTION IT
 JD2622'STATED THAT A DISK STATION MARK WAS SET IN TOP OF SURFACE MARK.
 JD2622'THERE IS NO DISK IN TOP OF STATION MARK BUT STANDARD REFERENCE
 JD2622'DISKS WERE SET IN TOPS OF REFERENCE POSTS.
 JD2622'
 JD2622'TO REACH FROM TIPTON, FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2622'STATE HIGHWAY 5 IN SOUTHWEST EDGE OF TOWN, GO EAST ON U.S.
 JD2622'50 FOR 3.4 MILES TO A SIDE ROAD RIGHT AT A WHITE HOUSE ON RIGHT,
 JD2622'TURN RIGHT AND GO SOUTH FOR 0.8 MILE TO A SIDE ROAD RIGHT, TURN
 JD2622'RIGHT AND GO WEST 0.15 MILE TO MR. COLES HOUSE ON LEFT AND
 JD2622'STATION IN YARD NORTH OF HIS HOUSE.
 JD2622
 JD2622                          STATION RECOVERY (1963)
 JD2622
 JD2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2622'THE SURFACE-STATION MARK, UNDERGROUND-STATION MARK AND THE STONE
 JD2622'WITNESS POST SOUTH OF THE STATION MARK WERE RECOVERED.  THE TOP OF
 JD2622'THE STONE WITNESS POST NORTH OF THE STATION HAS BEEN BROKEN
 JD2622'OFF.  THE SURFACE STATION MARK, A STONE POST WITH A CROSS AND
 JD2622'THE LETTERS USCS ENGRAVED IN ITS TOP, AND THE UNDERGROUND-STATION
 JD2622'MARK, A BOTTLE, WERE LIFTED AND REPLACED WITH STANDARD STATION
 JD2622'MARK DISKS SET IN CONCRETE.  A NEW DESCRIPTION FOR THE STATION
 JD2622'IS LISTED BELOW.
 JD2622'
 JD2622'THE STATION IS 3 MILES EAST-SOUTHEAST OF TIPTON, 3/4 MILE SOUTH
 JD2622'OF U.S. HIGHWAY 50, IN THE NORTH PART OF SECTION 30, T 45 N,
 JD2622'R 16 W. AND IN THE FRONT LAWN OF THE FARM RESIDENCE OF MR.
 JD2622'CHARLES ELMLINVER.
 JD2622'
 JD2622'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2622'STATE HIGHWAY 5 AT THE SOUTH EDGE OF TIPTON, DRIVE EAST ON
 JD2622'U.S. HIGHWAY 50 FOR 2.7 MILES TO ITS JUNCTION WITH COUNTY ROUTE
 JD2622'BB ON THE RIGHT.  CONTINUE EAST ON U.S. HIGHWAY 50 FOR 0.7 MILE
 JD2622'TO A GRAVELED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE
 JD2622'SOUTH FOR 0.35 MILE TO A WOODEN GATE, A FIELD ENTRANCE ROAD AND
 JD2622'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE GRAVELED
 JD2622'ROAD FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 JD2622'DRIVE WEST FOR 0.2 MILE TO THE FARM RESIDENCE OF MR. CHARLES
 JD2622'ELMLINVER AND THE STATION ON THE LEFT.
 JD2622'
 JD2622'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 JD2622'STAMPED COLE 1880 1963.  THE UNDERGROUND-STATION MARK IS SET IN
 JD2622'THE TOP OF A MASS OF CONCRETE 50 INCHES BELOW THE GROUND
 JD2622'SURFACE.  THE SURFACE-STATION MARK IS SET IN THE TOP OF A
 JD2622'CYLINDRICAL CONCRETE MONUMENT, 10 INCHES IN DIAMETER, FLUSH
 JD2622'WITH THE SURFACE OF THE GROUND.  IT IS 36.0 FEET EAST OF THE
 JD2622'WEST YARD FENCE, 29.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 JD2622'ROAD, 29.0 FEET NORTH OF THE NORTHWEST CORNER OF THE FARM
 JD2622'HOUSE AND 11.0 FEET SOUTH OF THE NORTH YARD FENCE.
 JD2622'
 JD2622'THE STONE WITNESS POST SOUTH OF THE STATION IS 4 INCHES SQUARE
 JD2622'AT THE TOP, FLUSH WITH THE SURFACE OF THE GROUND AND A STANDARD
 JD2622'REFERENCE MARK DISK, STAMPED COLE 1880, IS CEMENTED IN A DRILL
 JD2622'HOLE IN ITS TOP.
 JD2622'
 JD2622'REFERENCE MARK 3, ESTABLISHED THIS YEAR, IS A STANDARD DISK
 JD2622'STAMPED COLE NO 3 1880.  THE DISK, SET IN THE TOP OF A CYLINDRICAL
 JD2622'CONCRETE MONUMENT, 10 INCHES IN DIAMETER, PROJECTING 5 INCHES
 JD2622'ABOVE THE GROUND SURFACE, IS 14.0 FEET NORTH OF THE CENTER
 JD2622'OF THE EAST-WEST ROAD AND 2.0 FEET WEST OF A POWERLINE POLE.
 JD2622'
 JD2622'REFERENCE MARK 4, ESTABLISHED THIS YEAR, IS A STANDARD DISK
 JD2622'STAMPED COLE NO 4 1880.  THE DISK, SET IN THE TOP OF A CONCRETE
 JD2622'MONUMENT, CYLINDRICAL AND 10 INCHES IN DIAMETER, PROJECTING
 JD2622'4 INCHES ABOVE THE GROUND SURFACE, IS 16.0 FEET SOUTH OF THE
 JD2622'CENTER OF THE EAST-WEST ROAD AND 1.0 FOOT SOUTH OF THE SOUTH
 JD2622'RIGHT-OF-WAY FENCE.
 JD2622'
 JD2622'THE AZIMUTH MARK, ESTABLISHED THIS YEAR, IS A STANDARD DISK
 JD2622'STAMPED COLE 1880 1963.  THE DISK IS SET IN THE TOP OF A
 JD2622'CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING
 JD2622'6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 21.0 FEET EAST
 JD2622'OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 10.0 FEET SOUTH
 JD2622'OF THE CENTER OF THE WOODEN GATE AND FIELD ENTRANCE ROAD, 2.5
 JD2622'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND
 JD2622'1.5 FEET WEST OF THE EAST ROAD RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1313 ***********************************************************************
 KE1313  DESIGNATION -  COLFAX
 KE1313  PID         -  KE1313
 KE1313  STATE/COUNTY-  MO/DE KALB
 KE1313  USGS QUAD   -  AMITY (1983)
 KE1313
 KE1313                         *CURRENT SURVEY CONTROL
 KE1313  ___________________________________________________________________
 KE1313* NAD 83(1997)-  39 46 10.22022(N)    094 25 58.21891(W)     ADJUSTED  
 KE1313* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 KE1313  ___________________________________________________________________
 KE1313  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 KE1313  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KE1313
 KE1313  HORZ ORDER  -  SECOND
 KE1313
 KE1313.The horizontal coordinates were established by classical geodetic methods
 KE1313.and adjusted by the National Geodetic Survey in February 2000..
 KE1313
 KE1313.The orthometric height was scaled from a topographic map.
 KE1313
 KE1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1313
 KE1313.The geoid height was determined by GEOID03.
 KE1313
 KE1313;                    North         East     Units Scale Factor Converg.
 KE1313;SPC MO W     -   399,879.220   855,754.071   MT  0.99994158   +0 02 34.7
 KE1313;UTM  15      - 4,403,156.818   377,280.740   MT  0.99978541   -0 55 00.1
 KE1313
 KE1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1313!SPC MO W     -   0.99995439  x   0.99994158  =   0.99989598
 KE1313!UTM  15      -   0.99995439  x   0.99978541  =   0.99973981
 KE1313
 KE1313|---------------------------------------------------------------------|
 KE1313| PID    Reference Object                     Distance      Geod. Az  |
 KE1313|                                                           dddmmss.s |
 KE1313| CL6259 COLFAX RM 1                          24.816 METERS 05237     |
 KE1313| CL6261 COLFAX RM 3                          24.728 METERS 07156     |
 KE1313| CL6260 COLFAX RM 2                          26.929 METERS 13219     |
 KE1313| CL6258 COLFAX AZ MK 2                                     1461834.2 |
 KE1313| CL6257 COLFAX AZ MK                                       1600714.4 |
 KE1313|---------------------------------------------------------------------|
 KE1313
 KE1313                          SUPERSEDED SURVEY CONTROL
 KE1313
 KE1313  NAD 83(1997)-  39 46 10.22034(N)    094 25 58.21939(W) AD(       ) 2
 KE1313  NAD 83(1997)-  39 46 10.22059(N)    094 25 58.21963(W) AD(       ) 2
 KE1313  NAD 83(1986)-  39 46 10.22372(N)    094 25 58.21636(W) AD(       ) 2
 KE1313  NAD 27      -  39 46 10.22950(N)    094 25 57.39160(W) AD(       ) 2
 KE1313
 KE1313.Superseded values are not recommended for survey control.
 KE1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1313.See file dsdata.txt to determine how the superseded data were derived.
 KE1313
 KE1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE7728103157(NAD 83)
 KE1313_MARKER: DS = TRIANGULATION STATION DISK
 KE1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1313
 KE1313  HISTORY     - Date     Condition        Report By
 KE1313  HISTORY     - 1948     MONUMENTED       CGS
 KE1313  HISTORY     - 1962     GOOD             CGS
 KE1313  HISTORY     - 1965     GOOD             CGS
 KE1313  HISTORY     - 1967     GOOD             CGS
 KE1313
 KE1313                          STATION DESCRIPTION
 KE1313
 KE1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1313'THE STATION IS LOCATED ABOUT 4 MILES WEST AND 1.5 MILES NORTH OF
 KE1313'OSBORN, 3.5 MILES EAST AND 1.0 MILE NORTH OF STEWARTSVILLE, 68
 KE1313'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE, 42 FEET
 KE1313'WEST OF THE CENTER OF A GRAVELED ROAD, 22 FEET SOUTH OF THE
 KE1313'CENTER OF A DRIVEWAY, AND 10 FEET NORTH OF A FENCE.  IT IS SET
 KE1313'FLUSH WITH THE GROUND AND IS STAMPED COLFAX 1948.
 KE1313'
 KE1313'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE CENTER OF A GRAVELED
 KE1313'ROAD AND 5.0 FEET NORTH OF A POWER LINE POLE.  IT PROJECTS 2
 KE1313'INCHES AND IS STAMPED COLFAX NO 1 1948.
 KE1313'
 KE1313'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND 23 FEET
 KE1313'EAST OF THE CENTER OF A GRAVELED ROAD.  IT IS SET FLUSH WITH THE
 KE1313'GROUND AND IS STAMPED COLFAX NO 2 1948.
 KE1313'
 KE1313'AZIMUTH MARK IS 0.15 MILE WEST OF A CROSSROAD, 27 FEET SOUTH OF
 KE1313'THE CENTER OF U.S. HIGHWAY NO. 36, 3.0 FEET WEST OF A WITNESS
 KE1313'POST, AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND
 KE1313'IS STAMPED COLFAX 1948.
 KE1313'
 KE1313'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33, U.S.
 KE1313'HIGHWAY 36, AND COUNTY ROUTE M, 1.0 MILE NORTH OF OSBORN, GO WEST
 KE1313'ON U.S. HIGHWAY 36 AND STATE HIGHWAY 33 FOR 2.4 MILES TO WHERE
 KE1313'STATE HIGHWAY 33 GOES SOUTH, CONTINUE WEST ON U.S. HIGHWAY 36
 KE1313'FOR 1.7 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH ON
 KE1313'GRAVELED ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT AS
 KE1313'DESCRIBED.
 KE1313'
 KE1313'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED
 KE1313'ROAD FOR 0.55 MILE, TURN LEFT AND GO EAST FOR 0.15 MILE TO MARK
 KE1313'ON THE RIGHT.
 KE1313'
 KE1313'A 100 FOOT SIGNAL AT LEGGETT 1934 IS VISIBLE AT 10 FEET.
 KE1313'
 KE1313'AN 87 FOOT SIGNAL AT BUNSE 1934 IS VISIBLE AT 10 FEET.
 KE1313'
 KE1313'A 74 FOOT SIGNAL AT AMITY IS VISIBLE AT 10 FEET.
 KE1313'
 KE1313'AN 87 FOOT SIGNAL AT OWEN IS VISIBLE AT 30 FEET.
 KE1313'
 KE1313'AN 87 FOOT SIGNAL AT CAMERON IS VISIBLE AT 10 FEET.
 KE1313'
 KE1313'A 100 FOOT SIGNAL AT PERRIN IS VISIBLE AT 77 FEET.
 KE1313'
 KE1313'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KE1313
 KE1313                          STATION RECOVERY (1962)
 KE1313
 KE1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PEC)
 KE1313'THE STATION MARK, AZIMUTH AND REFERENCE MARK NO. 2 WERE RECOVERED
 KE1313'AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 KE1313'HAS BEEN DESTROYED DUE TO ROAD CONSTRUCTION.
 KE1313
 KE1313                          STATION RECOVERY (1965)
 KE1313
 KE1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KE1313'STATION RECOVERED AND STATION MARK, R.M. NO. 2 AND THE AZIMUTH
 KE1313'MARK FOUND IN GOOD CONDTION.  R.M. NO. 1 HAD BEEN REMOVED AND WAS
 KE1313'FOUND LYING ON TOP OF THE GROUND.  THE AZIMUTH MARK WAS NOT VISIBLE
 KE1313'FROM THE GROUND AT THE STATION.
 KE1313'
 KE1313'THE STATION MARK IS 68 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 KE1313'FARMHOUSE, 42 FEET WEST OF THE CENTERLINE OF THE ROAD, 22 FEET
 KE1313'SOUTH OF THE CENTERLINE OF FARM DRIVEWAY AND 10 FEET NORTH OF THE
 KE1313'SOUTH YARD FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 KE1313'COLFAX 1948.
 KE1313'
 KE1313'R.M. NO. 2 IS SOUTHEAST OF THE STATION, 23 FEET EAST OF THE
 KE1313'CENTERLINE OF THE ROAD, 20 FEET SOUTHWEST OF A FENCE CORNER AND
 KE1313'14 FEET WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 KE1313'IS STAMPED COLFAX NO 2 1948.
 KE1313'
 KE1313'R.M. NO. 3 IS EAST-NORTHEAST OF THE STATION, 71 FEET NORTH OF A
 KE1313'FENCE CORNER, 33.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 KE1313'19 FEET SOUTH OF A POWERLINE POLE WITH TRANSFORMER AND 6 INCHES
 KE1313'WEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 KE1313'COLFAX NO. 3 1948.
 KE1313'
 KE1313'THE AZIMUTH MARK RECOVERED ABOUT 0.15 MILE EAST OF THE CROSSROADS
 KE1313'TO SOUTH OF STATION, 60 YARDS EAST OF A CONCRETE CULVERT, 15
 KE1313'YARDS WEST OF ANOTHER CULVERT AND 0.75 FOOT NORTH OF A METAL
 KE1313'WITNESS POST.
 KE1313'
 KE1313'TO REACH THE STATION FROM STEWARTSVILLE, FROM THE JUNCTION OF
 KE1313'U.S. HIGHWAY 36 AND COUNTY ROUTE K, GO EAST ON U.S. 36 FOR 3.4
 KE1313'MILES TO JUNCTION WITH COUNTY ROUTE J, TURN LEFT AND GO NORTH FOR
 KE1313'0.55 MILE TO STATION ON LEFT.
 KE1313
 KE1313                          STATION RECOVERY (1967)
 KE1313
 KE1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KE1313'THE STATION MARK, REFERENCE MARK NO. 2, AND REFERENCE MARK NO. 3
 KE1313'WERE RECOVERED AS DESCRIBED IN 1965 AND FOUND IN GOOD CONDITION.
 KE1313'THE AZIMUTH MARK WAS IN THE WAY OF ROAD CONSTRUCTION ON U.S.
 KE1313'HIGHWAY 36 AND WAS DESTROYED.  THE 1965 DESCRIPTION WAS ADEQUATE
 KE1313'FOR RECOVERY.
 KE1313'
 KE1313'A NEW AZIMUTH MARK WAS SET.
 KE1313'
 KE1313'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK.
 KE1313'
 KE1313'AZIMUTH MARK, A STANDARD DISK STAMPED COLFAX 1948 AZ. 2 1967, IS
 KE1313'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 KE1313'IT IS 250 FEET EAST OF A WINDMILL, 180 FEET WEST OF A NORTH-SOUTH
 KE1313'FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 1.5 FEET
 KE1313'NORTHWEST OF A POWERLINE POLE, AND ON THE SOUTH EDGE OF THE
 KE1313'RIGHT-OF-WAY OF U.S. HIGHWAY 36.
 KE1313'
 KE1313'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON SURFACED
 KE1313'ROAD FOR 0.55 MILE TO U.S. HIGHWAY 36.  TURN LEFT AND GO EAST ON
 KE1313'U.S. HIGHWAY 36 FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 KE1313'
 KE1313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 KE1313'EAST-NORTHEAST OF STEWARTSVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1285 ***********************************************************************
 HD1285  DESIGNATION -  COLLEGE
 HD1285  PID         -  HD1285
 HD1285  STATE/COUNTY-  MO/GREENE
 HD1285  USGS QUAD   -  SPRINGFIELD (1975)
 HD1285
 HD1285                         *CURRENT SURVEY CONTROL
 HD1285  ___________________________________________________________________
 HD1285* NAD 83(1997)-  37 11 54.84793(N)    093 16 48.02368(W)     ADJUSTED  
 HD1285* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 HD1285  ___________________________________________________________________
 HD1285  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 HD1285  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HD1285
 HD1285  HORZ ORDER  -  THIRD
 HD1285
 HD1285.The horizontal coordinates were established by classical geodetic methods
 HD1285.and adjusted by the National Geodetic Survey in February 2000..
 HD1285
 HD1285.The orthometric height was scaled from a topographic map.
 HD1285
 HD1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1285
 HD1285.The geoid height was determined by GEOID03.
 HD1285
 HD1285;                    North         East     Units Scale Factor Converg.
 HD1285;SPC MO C     -   151,773.160   430,755.309   MT  0.99999238   -0 28 17.7
 HD1285;UTM  15      - 4,116,937.340   475,151.025   MT  0.99960761   -0 10 09.4
 HD1285
 HD1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1285!SPC MO C     -   0.99994115  x   0.99999238  =   0.99993353
 HD1285!UTM  15      -   0.99994115  x   0.99960761  =   0.99954879
 HD1285
 HD1285|---------------------------------------------------------------------|
 HD1285| PID    Reference Object                     Distance      Geod. Az  |
 HD1285|                                                           dddmmss.s |
 HD1285| CN6677 COLLEGE RM 1                         33.306 METERS 01210     |
 HD1285| CQ5474 COLLEGE RM 2                         30.988 METERS 26345     |
 HD1285| CN6676 COLLEGE AZ MK                                      2695018.2 |
 HD1285|---------------------------------------------------------------------|
 HD1285
 HD1285                          SUPERSEDED SURVEY CONTROL
 HD1285
 HD1285  NAD 83(1997)-  37 11 54.84801(N)    093 16 48.02362(W) AD(       ) 3
 HD1285  NAD 83(1997)-  37 11 54.86089(N)    093 16 48.02418(W) AD(       ) 3
 HD1285  NAD 83(1986)-  37 11 54.86122(N)    093 16 48.02392(W) AD(       ) 3
 HD1285  NAD 27      -  37 11 54.67990(N)    093 16 47.35120(W) AD(       ) 3
 HD1285
 HD1285.Superseded values are not recommended for survey control.
 HD1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1285.See file dsdata.txt to determine how the superseded data were derived.
 HD1285
 HD1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7515116937(NAD 83)
 HD1285_MARKER: DS = TRIANGULATION STATION DISK
 HD1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1285
 HD1285  HISTORY     - Date     Condition        Report By
 HD1285  HISTORY     - 1960     MONUMENTED       CGS
 HD1285  HISTORY     - 1972     GOOD             NGS
 HD1285  HISTORY     - 1991     POOR             USPSQD
 HD1285
 HD1285                          STATION DESCRIPTION
 HD1285
 HD1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1285'THE STATION IS APPROXIMATELY 1 MILE SOUTHEAST OF THE CENTRAL PART
 HD1285'OF THE CITY OF SPRINGFIELD, ON THE CAMPUS OF THE SOUTHWEST
 HD1285'MISSOURI STATE COLLEGE, IN THE LAWN AT THE ENTRANCE TO THE
 HD1285'COLLEGE.  THE COLLEGE IS LOCATED AT KING AVENUE AND LOMBARD
 HD1285'STREET.
 HD1285'
 HD1285'STATION MARKS ARE STANDARD DISKS STAMPED COLLEGE 1960.  THE
 HD1285'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HD1285'SURFACE OF THE GROUND.  IT IS 121 FEET EAST OF THE EAST CURB OF
 HD1285'KING AVENUE, 64 FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH
 HD1285'SIDEWALK, 48 FEET SOUTH OF THE SOUTH EDGE OF THE NORTH SIDEWALK
 HD1285'AND 21 FEET NORTH OF THE NORTH EDGE OF THE SOUTH SIDEWALK.  THE
 HD1285'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 HD1285'INCHES BELOW THE SURFACE OF THE GROUND.
 HD1285'
 HD1285'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COLLEGE NO 1 1960,
 HD1285'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HD1285'GROUND.  IT IS 50 FEET NORTH OF THE NORTH EDGE OF THE NORTH
 HD1285'SIDEWALK, 28.8 FEET WEST OF THE WEST EDGE OF THE CONCRETE BANISTER
 HD1285'AT THE ENTRANCE OF THE HEALTH AND RECREATION BUILDING AND 1.8
 HD1285'FEET SOUTH OF A METAL WITNESS POST.
 HD1285'
 HD1285'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COLLEGE NO 2
 HD1285'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HD1285'OF THE GROUND.  IT IS 20 FEET EAST OF THE EAST CURB OF KING
 HD1285'AVENUE, 8 FEET NORTH OF THE NORTH EDGE OF THE SOUTH SIDEWALK AND
 HD1285'AT THE NORTH EDGE OF THE SHRUBBERY.
 HD1285'
 HD1285'AZIMUTH MARK, A STANDARD DISK STAMPED COLLEGE 1960, IS SET IN A
 HD1285'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 85 FEET
 HD1285'NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER 905, 55 FEET
 HD1285'EAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 851, 38 FEET
 HD1285'NORTHWEST OF A FIRE HYDRANT, 13 FEET WEST OF THE CENTER OF
 HD1285'HOLLAND STREET AND 1 FOOT NORTH OF A POWER POLE.
 HD1285'
 HD1285'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON LOMBARD
 HD1285'STREET FOR 0.25 MILE TO THE JUNCTION OF HOLLAND AVENUE AND THE
 HD1285'AZIMUTH MARK AT THE WEST SIDE OF HOLLAND AVENUE.
 HD1285'
 HD1285'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HD1285'
 HD1285'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HD1285
 HD1285                          STATION RECOVERY (1972)
 HD1285
 HD1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HD1285'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AND ADEQUATELY
 HD1285'DESCRIBED FOR RECOVERY.  THE DISTANCES AND DIRECTIONS TO THE
 HD1285'REFERENCE MARKS CHECKED THE PREVIOUS DATA.
 HD1285'
 HD1285'A REQUEST FROM A CIVIL ENGINEER THAT THE AZIMUTH MARK WAS IN DANGER
 HD1285'OF BEING DESTROYED AS IT IS NEAR A POWER POLE AND IN A MEDIAN
 HD1285'BETWEEN A STREET AND A SIDEWALK.  MR. DARYL JONES, CITY UTILITIES
 HD1285'ENGINEER SPRINGFIELD, MISSOURI WAS CONTACTED AND HE STATED THAT
 HD1285'IF THE POWER POLE HAD TO BE MOVED OR REPLACED THEY WOULD NOT
 HD1285'DESTROY THE AZIMUTH MARK.  THE AZIMUTH MARK IS AS DESCRIBED IN
 HD1285'1960.
 HD1285'
 HD1285'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST PART
 HD1285'OF SPRINGFIELD.
 HD1285
 HD1285                          STATION RECOVERY (1991)
 HD1285
 HD1285'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDM)
 HD1285'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1294 ***********************************************************************
 KD1294  DESIGNATION -  COLOMA
 KD1294  PID         -  KD1294
 KD1294  STATE/COUNTY-  MO/CARROLL
 KD1294  USGS QUAD   -  COLOMA (1978)
 KD1294
 KD1294                         *CURRENT SURVEY CONTROL
 KD1294  ___________________________________________________________________
 KD1294* NAD 83(1997)-  39 32 18.16632(N)    093 32 44.58169(W)     ADJUSTED  
 KD1294* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 KD1294  ___________________________________________________________________
 KD1294  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 KD1294  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD1294
 KD1294  HORZ ORDER  -  THIRD
 KD1294
 KD1294.The horizontal coordinates were established by classical geodetic methods
 KD1294.and adjusted by the National Geodetic Survey in February 2000..
 KD1294
 KD1294.The orthometric height was scaled from a topographic map.
 KD1294
 KD1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1294
 KD1294.The geoid height was determined by GEOID03.
 KD1294
 KD1294;                    North         East     Units Scale Factor Converg.
 KD1294;SPC MO C     -   411,720.279   410,108.818   MT  1.00003278   -0 39 56.7
 KD1294;UTM  15      - 4,376,666.077   453,105.458   MT  0.99962707   -0 20 50.7
 KD1294
 KD1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1294!SPC MO C     -   0.99996589  x   1.00003278  =   0.99999867
 KD1294!UTM  15      -   0.99996589  x   0.99962707  =   0.99959297
 KD1294
 KD1294|---------------------------------------------------------------------|
 KD1294| PID    Reference Object                     Distance      Geod. Az  |
 KD1294|                                                           dddmmss.s |
 KD1294| CL8299 COLOMA RM 1                          20.671 METERS 04634     |
 KD1294| CL8298 COLOMA AZ MK                                       1155448.3 |
 KD1294| CL8300 COLOMA RM 2                          17.994 METERS 31833     |
 KD1294|---------------------------------------------------------------------|
 KD1294
 KD1294                          SUPERSEDED SURVEY CONTROL
 KD1294
 KD1294  NAD 83(1997)-  39 32 18.16927(N)    093 32 44.58416(W) AD(       ) 3
 KD1294  NAD 83(1997)-  39 32 18.16859(N)    093 32 44.58612(W) AD(       ) 3
 KD1294  NAD 83(1986)-  39 32 18.17049(N)    093 32 44.58588(W) AD(       ) 3
 KD1294  NAD 27      -  39 32 18.10160(N)    093 32 43.82590(W) AD(       ) 3
 KD1294
 KD1294.Superseded values are not recommended for survey control.
 KD1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1294.See file dsdata.txt to determine how the superseded data were derived.
 KD1294
 KD1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5310576666(NAD 83)
 KD1294_MARKER: DS = TRIANGULATION STATION DISK
 KD1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1294
 KD1294  HISTORY     - Date     Condition        Report By
 KD1294  HISTORY     - 1948     MONUMENTED       CGS
 KD1294  HISTORY     - 1964     GOOD             CGS
 KD1294
 KD1294                          STATION DESCRIPTION
 KD1294
 KD1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1294'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF TINA AND 1.5
 KD1294'MILES NORTHWEST OF THE VILLAGE OF COLOMA ON THE HIGH POINT OF
 KD1294'A PROMINENT RIDGE, ON THE SOUTH SIDE OF THE ROAD TO THE COLOMA
 KD1294'CEMETERY. IT IS ABOUT 0.15 MILE SOUTH OF THE ENTRANCE TO THE
 KD1294'CEMETERY, 24 FEET SOUTH OF THE CENTER OF THE ROAD, 8 FEET
 KD1294'SOUTHEAST OF TRIANGULAR BLAZED FENCE POST, 4 FEET SOUTH OF
 KD1294'WITNESS POST AND 3 FEET SOUTH OF FENCE LINE.  IT IS STAMPED
 KD1294'COLOMA 1948 AND PROJECTS 4 INCHES.
 KD1294'
 KD1294'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 30 FEET NORTH
 KD1294'OF THE ROAD TO THE CEMETERY.  IT IS STAMPED COLOMA NO 1 1948
 KD1294'AND PROJECTS 6 INCHES.
 KD1294'
 KD1294'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 30 FEET
 KD1294'NORTH OF THE ROAD TO THE CEMETERY.  IT IS STAMPED COLOMA NO 2
 KD1294'1948 AND PROJECTS 4 INCHES.
 KD1294'
 KD1294'THE AZIMUTH MARK IS ABOUT 0.75 MILE EAST-SOUTHEAST OF THE STATION,
 KD1294'30 FEET SOUTH OF THE CENTER OF COUNTY ROUTE Z, 2 FEET WEST OF
 KD1294'TELEPHONE POLE, 4 FEET WEST OF WITNESS POST AND 2 FEET NORTH OF
 KD1294'FENCE LINE.  IT IS STAMPED COLOMA 1948 AND PROJECTS 3 INCHES.
 KD1294'
 KD1294'TO REACH THE STATION FROM THE GENERAL STORE IN COLOMA, GO
 KD1294'NORTHWEST ON COUNTY ROUTE Z FOR 0.45 MILE TO THE AZIMUTH MARK ON
 KD1294'THE SOUTH SIDE AS DESCRIBED, CONTINUE NORTHWEST ON COUNTY ROUTE
 KD1294'Z FOR 0.65 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO WEST UP STEEP
 KD1294'HILL FOR 0.3 MILE TO TOP OF HILL AND STATION ON THE SOUTH SIDE
 KD1294'AS DESCRIBED.
 KD1294'
 KD1294'AN 87 FOOT SIGNAL AT STATION MANDEVILLE IS VISIBLE AT 37 FEET.
 KD1294'
 KD1294'AN 87 FOOT SIGNAL AT STATION MOUND IS VISIBLE AT 37 FEET.
 KD1294'
 KD1294'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1294
 KD1294                          STATION RECOVERY (1964)
 KD1294
 KD1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1294'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1294'FOUND IN GOOD CONDITION.  THE STATION MARK IS 1 FOOT SOUTH OF
 KD1294'A NEW STEEL WITNESS POST, AND THE MARK PROJECTS 1 INCH.
 KD1294'
 KD1294'AZIMUTH MARK IS 0.75 MILE EAST-SOUTHEAST OF THE STATION, 30 FEET
 KD1294'SOUTH OF THE CENTER OF COUNTY ROAD Z, AND 1 FOOT NORTH OF
 KD1294'A NEW STEEL WITNESS POST AND FENCE.  THERE IS NO TELEPHONE NEAR
 KD1294'THE AZIMUTH MARK, NOW.  THE AZIMUTH MARK IS ABOUT 250 YARDS
 KD1294'WEST OF FARM BUILDINGS.
 KD1294'
 KD1294'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS Z AND T
 KD1294'AT THE SOUTHEAST EDGE OF COLOMA, GO NORTHWEST ON COUNTY ROAD Z
 KD1294'FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 KD1294'NORTHWEST ON COUNTY ROAD Z FOR 0.65 MILE TO A SIDE ROAD LEFT.
 KD1294'TURN LEFT AND GO WEST UP STEEP HILL FOR 0.3 MILE TO THE STATION
 KD1294'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0048 ***********************************************************************
 JD0048  DESIGNATION -  COLUMBIA 1
 JD0048  PID         -  JD0048
 JD0048  STATE/COUNTY-  MO/BOONE
 JD0048  USGS QUAD   -  COLUMBIA (1981)
 JD0048
 JD0048                         *CURRENT SURVEY CONTROL
 JD0048  ___________________________________________________________________
 JD0048* NAD 83(1986)-  38 57 02.     (N)    092 19 51.     (W)     SCALED    
 JD0048* NAVD 88     -       222.732  (meters)     730.75   (feet)  ADJUSTED  
 JD0048  ___________________________________________________________________
 JD0048  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0048  DYNAMIC HT  -         222.587 (meters)     730.27  (feet)  COMP
 JD0048  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 JD0048
 JD0048  VERT ORDER  -  SECOND    CLASS 0
 JD0048
 JD0048.The horizontal coordinates were scaled from a topographic map and have
 JD0048.an estimated accuracy of +/- 6 seconds.
 JD0048
 JD0048.The orthometric height was determined by differential leveling
 JD0048.and adjusted by the National Geodetic Survey in June 1991..
 JD0048.WARNING-Repeat measurements at this control monument indicate possible
 JD0048.vertical movement.
 JD0048
 JD0048.The geoid height was determined by GEOID03.
 JD0048
 JD0048.The dynamic height is computed by dividing the NAVD 88
 JD0048.geopotential number by the normal gravity value computed on the
 JD0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0048.degrees latitude (g = 980.6199 gals.).
 JD0048
 JD0048.The modeled gravity was interpolated from observed gravity values.
 JD0048
 JD0048;                    North         East    Units  Estimated Accuracy
 JD0048;SPC MO C     -   345,960.      514,660.      MT  (+/- 180 meters Scaled)
 JD0048
 JD0048                          SUPERSEDED SURVEY CONTROL
 JD0048
 JD0048  NGVD 29 (??/??/92)  222.718  (m)          730.70   (f) ADJ UNCH    2 0
 JD0048
 JD0048.Superseded values are not recommended for survey control.
 JD0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0048.See file dsdata.txt to determine how the superseded data were derived.
 JD0048
 JD0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD579115(NAD 83)
 JD0048_MARKER: DB = BENCH MARK DISK
 JD0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0048_STAMPING: COLUMBIA NO 1 1934
 JD0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0048+STABILITY: SURFACE MOTION
 JD0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD0048+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 JD0048
 JD0048  HISTORY     - Date     Condition        Report By
 JD0048  HISTORY     - 1934     MONUMENTED       CGS
 JD0048  HISTORY     - 1946     GOOD             NGS
 JD0048  HISTORY     - 20010610 GOOD             GEOCAC
 JD0048  HISTORY     - 20050726 GOOD             GEOCAC
 JD0048
 JD0048                          STATION DESCRIPTION
 JD0048
 JD0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0048'AT COLUMBIA.
 JD0048'AT COLUMBIA, BOONE COUNTY, 10 FEET SOUTHWEST OF THE SOUTHWEST
 JD0048'CORNER OF THE CITY HALL, 30 FEET EAST OF THE CENTERLINE OF
 JD0048'6TH STREET, 19 FEET NORTH OF THE CENTERLINE OF A REAR DRIVE,
 JD0048'5 FEET EAST OF A LAMP POST, AND ABOUT 2 FEET ABOVE GROUND.  A
 JD0048'STANDARD DISK STAMPED COLUMBIA 1 1935 AND SET IN THE TOP OF
 JD0048'A 14-INCH SQUARE CONCRETE POST.  NOTE-- THE MARK WAS STAMPED
 JD0048'1934 INSTEAD OF 1935 AND THE DISK IS SET IN THE TOP OF AN 18
 JD0048'X 19 INCH STONE POST.
 JD0048
 JD0048                          STATION RECOVERY (2001)
 JD0048
 JD0048'RECOVERY NOTE BY GEOCACHING 2001 (GPR)
 JD0048'RECOVERED IN GOOD CONDITION.
 JD0048
 JD0048                          STATION RECOVERY (2005)
 JD0048
 JD0048'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2506 ***********************************************************************
 JD2506  DESIGNATION -  COLUMBIA HAMILTON BRN SHOE STK
 JD2506  PID         -  JD2506
 JD2506  STATE/COUNTY-  MO/BOONE
 JD2506  USGS QUAD   -  COLUMBIA (1981)
 JD2506
 JD2506                         *CURRENT SURVEY CONTROL
 JD2506  ___________________________________________________________________
 JD2506* NAD 83(1997)-  38 57 39.90957(N)    092 19 22.91425(W)     ADJUSTED  
 JD2506* NAVD 88     -                                                        
 JD2506  ___________________________________________________________________
 JD2506  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 JD2506  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2506
 JD2506  HORZ ORDER  -  THIRD
 JD2506
 JD2506.The horizontal coordinates were established by classical geodetic methods
 JD2506.and adjusted by the National Geodetic Survey in February 2000..
 JD2506
 JD2506
 JD2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2506
 JD2506.The geoid height was determined by GEOID03.
 JD2506
 JD2506;                    North         East     Units Scale Factor Converg.
 JD2506;SPC MO C     -   347,125.932   515,337.501   MT  0.99993623   +0 06 40.6
 JD2506;UTM  15      - 4,312,676.149   558,652.254   MT  0.99964236   +0 25 32.5
 JD2506
 JD2506                          SUPERSEDED SURVEY CONTROL
 JD2506
 JD2506  NAD 83(1986)-  38 57 39.91882(N)    092 19 22.91938(W) AD(       ) 4
 JD2506  NAD 27      -  38 57 39.77300(N)    092 19 22.22600(W) AD(       ) 3
 JD2506
 JD2506.Superseded values are not recommended for survey control.
 JD2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2506.See file dsdata.txt to determine how the superseded data were derived.
 JD2506
 JD2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5865212676(NAD 83)
 JD2506_MARKER: 63 = STACK
 JD2506
 JD2506  HISTORY     - Date     Condition        Report By
 JD2506  HISTORY     - 1934     FIRST OBSERVED   CGS
 JD2506  HISTORY     - 20050726 MARK NOT FOUND   GEOCAC
 JD2506
 JD2506                          STATION DESCRIPTION
 JD2506
 JD2506'DESCRIBED BY GEOCACHING 2005 (RCF)
 JD2506'FROM THE ADJUSTED COORDINATES ON THE DATASHEET THE STACK SHOULD BE
 JD2506'LOCATED AT THE REAR OF THE BUILDING.  A STACK IS NOT PRESENT AT THE
 JD2506'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1061 ***********************************************************************
 KD1061  DESIGNATION -  COLUMBIA INDUST SITE EPPLE TK
 KD1061  PID         -  KD1061
 KD1061  STATE/COUNTY-  MO/BOONE
 KD1061  USGS QUAD   -  BROWNS (1981)
 KD1061
 KD1061                         *CURRENT SURVEY CONTROL
 KD1061  ___________________________________________________________________
 KD1061* NAD 83(1997)-  39 00 38.08496(N)    092 16 24.01227(W)     ADJUSTED  
 KD1061* NAVD 88     -                                                        
 KD1061  ___________________________________________________________________
 KD1061  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 KD1061  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD1061
 KD1061  HORZ ORDER  -  THIRD
 KD1061
 KD1061.The horizontal coordinates were established by classical geodetic methods
 KD1061.and adjusted by the National Geodetic Survey in February 2000..
 KD1061
 KD1061
 KD1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1061
 KD1061.The geoid height was determined by GEOID03.
 KD1061
 KD1061;                    North         East     Units Scale Factor Converg.
 KD1061;SPC MO C     -   352,629.609   519,630.801   MT  0.99993808   +0 08 33.6
 KD1061;UTM  15      - 4,318,201.702   562,914.029   MT  0.99964874   +0 27 26.7
 KD1061
 KD1061                          SUPERSEDED SURVEY CONTROL
 KD1061
 KD1061  NAD 83(1997)-  39 00 38.09135(N)    092 16 24.02069(W) AD(       ) 4
 KD1061  NAD 83(1986)-  39 00 38.09264(N)    092 16 24.01825(W) AD(       ) 4
 KD1061  NAD 27      -  39 00 37.96700(N)    092 16 23.39100(W) AD(       ) 3
 KD1061
 KD1061.Superseded values are not recommended for survey control.
 KD1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1061.See file dsdata.txt to determine how the superseded data were derived.
 KD1061
 KD1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6291418202(NAD 83)
 KD1061_MARKER: 53 = ELEVATED TANK
 KD1061
 KD1061  HISTORY     - Date     Condition        Report By
 KD1061  HISTORY     - 1964     FIRST OBSERVED   CGS
 KD1061
 KD1061                          STATION DESCRIPTION
 KD1061
 KD1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1061'THIS INTERSECTION STATION IS LOCATED ABOUT 5 MILES NORTHEAST
 KD1061'OF THE CENTER OF THE TOWN OF COLUMBIA IN AN AREA THAT IS
 KD1061'KNOWN AS THE COLUMBIA INDUSTRIAL SITE.  THE TANK IS LOCATED
 KD1061'ON THE EAST SIDE OF THE EPPLE CONSTRUCTION CO. BUILDING.
 KD1061'
 KD1061'THE TANK IS ABOUT 125 FEET HIGH, IS PAINTED A LIGHT BLUE,
 KD1061'AND THE SHAPE OF THE TANK IS THE NEW SPHERE-TYPE.
 KD1061'
 KD1061'THIS STATION WAS INTERSECTED FROM TRIANGULATION STATIONS BOONE
 KD1061'AND HUNTSDALE 2 IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2505 ***********************************************************************
 JD2505  DESIGNATION -  COLUMBIA MO HOG SERUM PLANT TK
 JD2505  PID         -  JD2505
 JD2505  STATE/COUNTY-  MO/BOONE
 JD2505  USGS QUAD   -  COLUMBIA (1981)
 JD2505
 JD2505                         *CURRENT SURVEY CONTROL
 JD2505  ___________________________________________________________________
 JD2505* NAD 83(1997)-  38 59 15.95915(N)    092 17 23.82697(W)     ADJUSTED  
 JD2505* NAVD 88     -                                                        
 JD2505  ___________________________________________________________________
 JD2505  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 JD2505  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2505
 JD2505  HORZ ORDER  -  THIRD
 JD2505
 JD2505.The horizontal coordinates were established by classical geodetic methods
 JD2505.and adjusted by the National Geodetic Survey in February 2000..
 JD2505
 JD2505
 JD2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2505
 JD2505.The geoid height was determined by GEOID03.
 JD2505
 JD2505;                    North         East     Units Scale Factor Converg.
 JD2505;SPC MO C     -   350,093.756   518,197.637   MT  0.99993741   +0 07 55.8
 JD2505;UTM  15      - 4,315,658.755   561,495.225   MT  0.99964656   +0 26 48.3
 JD2505
 JD2505                          SUPERSEDED SURVEY CONTROL
 JD2505
 JD2505  NAD 83(1986)-  38 59 15.96870(N)    092 17 23.83178(W) AD(       ) 4
 JD2505  NAD 27      -  38 59 15.82900(N)    092 17 23.16400(W) AD(       ) 3
 JD2505
 JD2505.Superseded values are not recommended for survey control.
 JD2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2505.See file dsdata.txt to determine how the superseded data were derived.
 JD2505
 JD2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6149515659(NAD 83)
 JD2505_MARKER: 51 = TANK
 JD2505
 JD2505  HISTORY     - Date     Condition        Report By
 JD2505  HISTORY     - 1934     FIRST OBSERVED   CGS
 JD2505
 JD2505                          STATION DESCRIPTION
 JD2505
 JD2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JD2505'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE BLACK STEEL
 JD2505'WATER TANK AT THE MISSOURI STATE HOG SERUM PLANT ABOUT 3 MILES
 JD2505'NORTHEAST OF COLUMBIA, AND ABOUT 1/4 MILE NORTHWEST OF THE WABASH
 JD2505'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2501 ***********************************************************************
 JD2501  DESIGNATION -  COLUMBIA MUN PWR PLT SHORT STK
 JD2501  PID         -  JD2501
 JD2501  STATE/COUNTY-  MO/BOONE
 JD2501  USGS QUAD   -  COLUMBIA (1981)
 JD2501
 JD2501                         *CURRENT SURVEY CONTROL
 JD2501  ___________________________________________________________________
 JD2501* NAD 83(1997)-  38 57 54.56351(N)    092 19 01.48537(W)     ADJUSTED  
 JD2501* NAVD 88     -                                                        
 JD2501  ___________________________________________________________________
 JD2501  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 JD2501  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD2501
 JD2501  HORZ ORDER  -  THIRD
 JD2501
 JD2501.The horizontal coordinates were established by classical geodetic methods
 JD2501.and adjusted by the National Geodetic Survey in February 2000..
 JD2501
 JD2501
 JD2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2501
 JD2501.The geoid height was determined by GEOID03.
 JD2501
 JD2501;                    North         East     Units Scale Factor Converg.
 JD2501;SPC MO C     -   347,578.812   515,852.483   MT  0.99993643   +0 06 54.1
 JD2501;UTM  15      - 4,313,131.714   559,164.592   MT  0.99964310   +0 25 46.1
 JD2501
 JD2501                          SUPERSEDED SURVEY CONTROL
 JD2501
 JD2501  NAD 83(1986)-  38 57 54.57280(N)    092 19 01.49037(W) AD(       ) 4
 JD2501  NAD 27      -  38 57 54.43300(N)    092 19 00.82300(W) AD(       ) 3
 JD2501
 JD2501.Superseded values are not recommended for survey control.
 JD2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2501.See file dsdata.txt to determine how the superseded data were derived.
 JD2501
 JD2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5916513132(NAD 83)
 JD2501_MARKER: 63 = STACK
 JD2501
 JD2501  HISTORY     - Date     Condition        Report By
 JD2501  HISTORY     - 1934     FIRST OBSERVED   CGS
 JD2501
 JD2501                          STATION DESCRIPTION
 JD2501
 JD2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JD2501'STATION IS THE CENTER OF THE SHORTER AND MOST NORTHERLY OF TWO ROUND
 JD2501'CONCRETE STACKS AT THE COLUMBIA MUNICIPAL WATER AND LIGHT PLANT.
 JD2501'THE TWO STACKS ARE SIMILAR IN APPEARANCE EXCEPT THAT ONE IS
 JD2501'ABOUT 20 FEET TALLER THAN THE OTHER.
 JD2501'
 JD2501'THE POWER PLANT IS IN THE NORTHERN PART OF COLUMBIA, ON THE N SIDE
 JD2501'OF U.S. HIGHWAY 40 AND ABOUT 1/4 MILE W OF THE WABASH RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2502 ***********************************************************************
 JD2502  DESIGNATION -  COLUMBIA MUN PWR PLT TALL STK
 JD2502  PID         -  JD2502
 JD2502  STATE/COUNTY-  MO/BOONE
 JD2502  USGS QUAD   -  COLUMBIA (1981)
 JD2502
 JD2502                         *CURRENT SURVEY CONTROL
 JD2502  ___________________________________________________________________
 JD2502* NAD 83(1997)-  38 57 53.74309(N)    092 19 01.40465(W)     ADJUSTED  
 JD2502* NAVD 88     -                                                        
 JD2502  ___________________________________________________________________
 JD2502  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 JD2502  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD2502
 JD2502  HORZ ORDER  -  THIRD
 JD2502
 JD2502.The horizontal coordinates were established by classical geodetic methods
 JD2502.and adjusted by the National Geodetic Survey in February 2000..
 JD2502
 JD2502
 JD2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2502
 JD2502.The geoid height was determined by GEOID03.
 JD2502
 JD2502;                    North         East     Units Scale Factor Converg.
 JD2502;SPC MO C     -   347,553.517   515,854.477   MT  0.99993643   +0 06 54.2
 JD2502;UTM  15      - 4,313,106.438   559,166.724   MT  0.99964311   +0 25 46.1
 JD2502
 JD2502                          SUPERSEDED SURVEY CONTROL
 JD2502
 JD2502  NAD 83(1986)-  38 57 53.75218(N)    092 19 01.40954(W) AD(       ) 4
 JD2502  NAD 27      -  38 57 53.61500(N)    092 19 00.74400(W) AD(       ) 3
 JD2502
 JD2502.Superseded values are not recommended for survey control.
 JD2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2502.See file dsdata.txt to determine how the superseded data were derived.
 JD2502
 JD2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5916713106(NAD 83)
 JD2502_MARKER: 63 = STACK
 JD2502
 JD2502  HISTORY     - Date     Condition        Report By
 JD2502  HISTORY     - 1934     FIRST OBSERVED   CGS
 JD2502  HISTORY     - 1949     GOOD             CGS
 JD2502
 JD2502                          STATION DESCRIPTION
 JD2502
 JD2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JD2502'STATION IS THE CENTER OF THE TALLER AND MOST SOUTHERLY OF TWO
 JD2502'ROUND CONCRETE STACKS AT THE COLUMBIA MUNICIPAL WATER AND LIGHT
 JD2502'PLANT.  THE TWO STACKS ARE SIMILAR IN APPEARANCE EXCEPT THAT ONE
 JD2502'IS ABOUT 20 FEET TALLER THAN THE OTHER.
 JD2502'
 JD2502'THE POWER PLANT IS IN THE NORTHERN PART OF COLUMBIA, ON THE N
 JD2502'SIDE OF U.S. HIGHWAY 40 AND ABOUT 1/4 MILE W OF THE WABASH RAILROAD.
 JD2502
 JD2502                          STATION RECOVERY (1949)
 JD2502
 JD2502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2502'THIS STATION IS LOCATED ABOUT 100 YARDS NORTH OF U.S. HIGHWAY 40,
 JD2502'AT THE NORTHEAST EDGE OF THE CITY OF COLUMBIA.  IT IS A CONCRETE
 JD2502'STRUCTURE, ABOUT 150 FEET HIGH AND 10 FEET IN DIAMETER AT THE BASE.
 JD2502'IT IS SET ON TOP OF A LARGE BRICK BUILDING.
 JD2502'
 JD2502'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
 JD2502'
 JD2502'PROBABLY THE SAME STATION AS COLUMBIA, MUNICIPAL WATER AND LIGHT
 JD2502'PLANT, STACK, TALLER OF TWO, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2509 ***********************************************************************
 JD2509  DESIGNATION -  COLUMBIA MUNICIPAL TANK
 JD2509  PID         -  JD2509
 JD2509  STATE/COUNTY-  MO/BOONE
 JD2509  USGS QUAD   -  COLUMBIA (1981)
 JD2509
 JD2509                         *CURRENT SURVEY CONTROL
 JD2509  ___________________________________________________________________
 JD2509* NAD 83(1997)-  38 57 10.91919(N)    092 20 15.92741(W)     ADJUSTED  
 JD2509* NAVD 88     -                                                        
 JD2509  ___________________________________________________________________
 JD2509  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 JD2509  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD2509
 JD2509  HORZ ORDER  -  THIRD
 JD2509
 JD2509.The horizontal coordinates were established by classical geodetic methods
 JD2509.and adjusted by the National Geodetic Survey in February 2000..
 JD2509
 JD2509
 JD2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2509
 JD2509.The geoid height was determined by GEOID03.
 JD2509
 JD2509;                    North         East     Units Scale Factor Converg.
 JD2509;SPC MO C     -   346,229.628   514,062.828   MT  0.99993577   +0 06 07.2
 JD2509;UTM  15      - 4,311,773.130   557,382.892   MT  0.99964055   +0 24 58.9
 JD2509
 JD2509                          SUPERSEDED SURVEY CONTROL
 JD2509
 JD2509  NAD 83(1986)-  38 57 10.92767(N)    092 20 15.93232(W) AD(       ) 4
 JD2509  NAD 27      -  38 57 10.79800(N)    092 20 15.27100(W) AD(       ) 3
 JD2509
 JD2509.Superseded values are not recommended for survey control.
 JD2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2509.See file dsdata.txt to determine how the superseded data were derived.
 JD2509
 JD2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5738311773(NAD 83)
 JD2509_MARKER: 53 = ELEVATED TANK
 JD2509
 JD2509  HISTORY     - Date     Condition        Report By
 JD2509  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2509  HISTORY     - 1961     GOOD             CGS
 JD2509  HISTORY     - 1965     GOOD             CGS
 JD2509  HISTORY     - 20050726 GOOD             GEOCAC
 JD2509
 JD2509                          STATION DESCRIPTION
 JD2509
 JD2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2509'THIS STATION IS LOCATED IN THE WEST PART OF THE CITY OF COLUMBIA,
 JD2509'ON WALNUT STREET, BETWEEN NORTH 1ST. STREET AND NORTH GARTH STREET.
 JD2509'IT IS A STEEL STRUCTURE, WITH 18 LEGS, 80 FEET IN DIAMETER AT THE
 JD2509'BASE AND ABOUT 120 FEET HIGH.  IT IS PAINTED WHITE AND HAS A SMALL
 JD2509'RED LIGHT ON TOP OF THE BALL FINIAL.
 JD2509'
 JD2509'THE POINT INTERSECTED WAS THE BALL FINIAL.
 JD2509
 JD2509                          STATION RECOVERY (1961)
 JD2509
 JD2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 JD2509'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED BY M.B.W. IN
 JD2509'1949.  THE DESCRIPTION PROVED TO BE ADEQUATE.
 JD2509
 JD2509                          STATION RECOVERY (1965)
 JD2509
 JD2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WMR)
 JD2509'STATION RECOVERED IN GOOD CONDITION.  THE 1949 DESCRIPTION IS
 JD2509'ADEQUATE FOR RECOVERY.
 JD2509
 JD2509                          STATION RECOVERY (2005)
 JD2509
 JD2509'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD2509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2522 ***********************************************************************
 JD2522  DESIGNATION -  COLUMBIA RAD RNG MCEN OF 5
 JD2522  PID         -  JD2522
 JD2522  STATE/COUNTY-  MO/BOONE
 JD2522  USGS QUAD   -  HUNTSDALE (1985)
 JD2522
 JD2522                         *CURRENT SURVEY CONTROL
 JD2522  ___________________________________________________________________
 JD2522* NAD 83(1997)-  38 58 32.47708(N)    092 26 33.25360(W)     ADJUSTED  
 JD2522* NAVD 88     -                                                        
 JD2522  ___________________________________________________________________
 JD2522  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 JD2522  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JD2522
 JD2522  HORZ ORDER  -  THIRD
 JD2522
 JD2522.The horizontal coordinates were established by classical geodetic methods
 JD2522.and adjusted by the National Geodetic Survey in February 2000..
 JD2522
 JD2522
 JD2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2522
 JD2522.The geoid height was determined by GEOID03.
 JD2522
 JD2522;                    North         East     Units Scale Factor Converg.
 JD2522;SPC MO C     -   348,733.548   504,976.286   MT  0.99993364   +0 02 10.0
 JD2522;UTM  15      - 4,314,226.411   548,285.478   MT  0.99962871   +0 21 02.2
 JD2522
 JD2522                          SUPERSEDED SURVEY CONTROL
 JD2522
 JD2522  NAD 83(1986)-  38 58 32.48425(N)    092 26 33.25951(W) AD(       ) 4
 JD2522  NAD 27      -  38 58 32.35600(N)    092 26 32.59600(W) AD(       ) 3
 JD2522
 JD2522.Superseded values are not recommended for survey control.
 JD2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2522.See file dsdata.txt to determine how the superseded data were derived.
 JD2522
 JD2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4828514226(NAD 83)
 JD2522_MARKER: 27 = RADIO RANGE MAST
 JD2522
 JD2522  HISTORY     - Date     Condition        Report By
 JD2522  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2522  HISTORY     - 1961     GOOD             CGS
 JD2522  HISTORY     - 1963     GOOD             CGS
 JD2522
 JD2522                          STATION DESCRIPTION
 JD2522
 JD2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2522'THIS STATION IS LOCATED ABOUT 5 MILES WEST OF THE CITY OF COLUMBIA,
 JD2522'AND ABOUT 0.3 MILE SOUTH OF U.S. HIGHWAY 40.  IT IS THE CENTER
 JD2522'ONE OF 5 IDENTICAL STEEL TOWERS.  IT IS A 4 LEGGED STRUCTURE ABOUT
 JD2522'120 FEET HIGH.  ALL TOWERS HAVE A RED LIGHT ON THE TOP EXCEPT THE
 JD2522'MIDDLE ONE.
 JD2522'
 JD2522'THE POINT INTERSECTED WAS THE CENTER OF THE TOWER.
 JD2522
 JD2522                          STATION RECOVERY (1961)
 JD2522
 JD2522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 JD2522'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL
 JD2522'DESCRIPTION PROVED TO BE ADEQUATE.
 JD2522
 JD2522                          STATION RECOVERY (1963)
 JD2522
 JD2522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 JD2522'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2499 ***********************************************************************
 JD2499  DESIGNATION -  COLUMBIA RADIO STA KFRU E MAST
 JD2499  PID         -  JD2499
 JD2499  STATE/COUNTY-  MO/BOONE
 JD2499  USGS QUAD   -  COLUMBIA (1981)
 JD2499
 JD2499                         *CURRENT SURVEY CONTROL
 JD2499  ___________________________________________________________________
 JD2499* NAD 83(1997)-  38 57 03.67603(N)    092 19 19.94600(W)     ADJUSTED  
 JD2499* NAVD 88     -                                                        
 JD2499  ___________________________________________________________________
 JD2499  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 JD2499  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2499
 JD2499  HORZ ORDER  -  THIRD
 JD2499
 JD2499.The horizontal coordinates were established by classical geodetic methods
 JD2499.and adjusted by the National Geodetic Survey in February 2000..
 JD2499
 JD2499
 JD2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2499
 JD2499.The geoid height was determined by GEOID03.
 JD2499
 JD2499;                    North         East     Units Scale Factor Converg.
 JD2499;SPC MO C     -   346,008.797   515,411.139   MT  0.99993626   +0 06 42.4
 JD2499;UTM  15      - 4,311,559.762   558,731.998   MT  0.99964247   +0 25 34.0
 JD2499
 JD2499                          SUPERSEDED SURVEY CONTROL
 JD2499
 JD2499  NAD 83(1986)-  38 57 03.68502(N)    092 19 19.95102(W) AD(       ) 4
 JD2499  NAD 27      -  38 57 03.54900(N)    092 19 19.29700(W) AD(       ) 3
 JD2499
 JD2499.Superseded values are not recommended for survey control.
 JD2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2499.See file dsdata.txt to determine how the superseded data were derived.
 JD2499
 JD2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5873211560(NAD 83)
 JD2499_MARKER: 43 = RADIO/TV TOWER
 JD2499
 JD2499  HISTORY     - Date     Condition        Report By
 JD2499  HISTORY     - 1934     FIRST OBSERVED   CGS
 JD2499  HISTORY     - 1949     GOOD             CGS
 JD2499
 JD2499                          STATION DESCRIPTION
 JD2499
 JD2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JD2499'STATION IS THE CENTER OF THE EASTERLY ONE OF TWO SQUARE
 JD2499'SKELETON STEEL TOWERS SUPPORTING THE ANTENNA OF RADIO STATION
 JD2499'KFRU.  THE TOWER IS ON THE MAIN CAMPUS OF STEPHENS COLLEGE
 JD2499'WHICH IS AT THE SW CORNER OF BROADWAY AND COLLEGE AVENUE.
 JD2499'THE TOWERS ARE S OF THE ADMINISTRATION BUILDING OF THE COLLEGE
 JD2499'WHICH FACES BROADWAY.  THE TOWER IS ABOUT 150 FEET HIGH
 JD2499'AND IS VERY PROMINENT.  THERE IS A RED LIGHT AT THE TOP
 JD2499'OF THE TOWER BUT IT IS NOT CENTERED OVER THE CENTER OF THE
 JD2499'TOWER.
 JD2499
 JD2499                          STATION RECOVERY (1949)
 JD2499
 JD2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2499'THIS STATION IS LOCATED JUST EAST OF THE BUSINESS DISTRICT
 JD2499'OF COLUMBIA, ON THE GROUNDS OF STEPHAN COLLEGE.  IT IS 15 FEET
 JD2499'SQUARE AT THE BASE, AND 165 FEET HIGH.  IT IS A 4 LEGGED STEEL
 JD2499'STRUCTURE, AND IS PAINTED RED AND WHITE.
 JD2499'
 JD2499'THE POINT INTERSECTED WAS THE LIGHTS ON TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2507 ***********************************************************************
 JD2507  DESIGNATION -  COLUMBIA RADIO STA KFRU W MAST
 JD2507  PID         -  JD2507
 JD2507  STATE/COUNTY-  MO/BOONE
 JD2507  USGS QUAD   -  COLUMBIA (1981)
 JD2507
 JD2507                         *CURRENT SURVEY CONTROL
 JD2507  ___________________________________________________________________
 JD2507* NAD 83(1997)-  38 57 03.72396(N)    092 19 23.63194(W)     ADJUSTED  
 JD2507* NAVD 88     -                                                        
 JD2507  ___________________________________________________________________
 JD2507  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 JD2507  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2507
 JD2507  HORZ ORDER  -  THIRD
 JD2507
 JD2507.The horizontal coordinates were established by classical geodetic methods
 JD2507.and adjusted by the National Geodetic Survey in February 2000..
 JD2507
 JD2507
 JD2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2507
 JD2507.The geoid height was determined by GEOID03.
 JD2507
 JD2507;                    North         East     Units Scale Factor Converg.
 JD2507;SPC MO C     -   346,010.102   515,322.387   MT  0.99993622   +0 06 40.1
 JD2507;UTM  15      - 4,311,560.580   558,643.265   MT  0.99964235   +0 25 31.7
 JD2507
 JD2507                          SUPERSEDED SURVEY CONTROL
 JD2507
 JD2507  NAD 83(1986)-  38 57 03.73283(N)    092 19 23.63699(W) AD(       ) 4
 JD2507  NAD 27      -  38 57 03.59500(N)    092 19 22.95600(W) AD(       ) 3
 JD2507
 JD2507.Superseded values are not recommended for survey control.
 JD2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2507.See file dsdata.txt to determine how the superseded data were derived.
 JD2507
 JD2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5864311561(NAD 83)
 JD2507_MARKER: 43 = RADIO/TV TOWER
 JD2507
 JD2507  HISTORY     - Date     Condition        Report By
 JD2507  HISTORY     - 1934     FIRST OBSERVED   CGS
 JD2507  HISTORY     - 1949     GOOD             CGS
 JD2507
 JD2507                          STATION DESCRIPTION
 JD2507
 JD2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JD2507'STATION IS THE CENTER OF THE WESTERLY ONE OF TWO SQUARE
 JD2507'SKELETON STEEL TOWERS SUPPORTING THE ANTENNA OF RADIO STATION
 JD2507'KFRU.  THE TOWER IS ON THE MAIN CAMPUS OF STEPHENS COLLEGE
 JD2507'WHICH IS AT THE SW CORNER OF BROADWAY AND COLLEGE AVENUE.
 JD2507'THE TOWERS ARE S OF THE ADMINISTRATION BUILDING OF THE COLLEGE
 JD2507'WHICH FACES BROADWAY.  THE TOWER IS ABOUT 150 FEET HIGH
 JD2507'AND IS VERY PROMINENT.  THERE IS A RED LIGHT ON TOP OF THE
 JD2507'TOWER BUT IT IS NOT CENTERED OVER THE TOP OF THE TOWER.
 JD2507
 JD2507                          STATION RECOVERY (1949)
 JD2507
 JD2507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2507'THIS STATION IS LOCATED JUST EAST OF THE BUSINESS DISTRICT
 JD2507'OF COLUMBIA, ON THE GROUNDS OF STEPHAN COLLEGE.  IT IS 15
 JD2507'FEET SQUARE AT THE BASE AND 165 FEET HIGH.  IT IS A STEEL
 JD2507'STRUCTURE AND IS PAINTED RED AND WHITE.
 JD2507'
 JD2507'THE POINT INTERSECTED WAS THE LIGHTS ON TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2503 ***********************************************************************
 JD2503  DESIGNATION -  COLUMBIA RESET
 JD2503  PID         -  JD2503
 JD2503  STATE/COUNTY-  MO/BOONE
 JD2503  USGS QUAD   -  COLUMBIA (1981)
 JD2503
 JD2503                         *CURRENT SURVEY CONTROL
 JD2503  ___________________________________________________________________
 JD2503* NAD 83(1997)-  38 56 24.30432(N)    092 19 33.13484(W)     ADJUSTED  
 JD2503* NAVD 88     -       233.3    (meters)     765.     (feet)  VERTCON   
 JD2503  ___________________________________________________________________
 JD2503  X           -    -201,602.591 (meters)                     COMP
 JD2503  Y           -  -4,963,574.109 (meters)                     COMP
 JD2503  Z           -   3,987,271.732 (meters)                     COMP
 JD2503  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 JD2503  ELLIP HEIGHT-         200.62  (meters)          (02/17/00) GPS OBS
 JD2503  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2503
 JD2503  HORZ ORDER  -  FIRST
 JD2503  ELLP ORDER  -  FOURTH    CLASS I
 JD2503
 JD2503.The horizontal coordinates were established by classical geodetic methods
 JD2503.and adjusted by the National Geodetic Survey in February 2000..
 JD2503
 JD2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2503
 JD2503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2503
 JD2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2503
 JD2503.The ellipsoidal height was determined by GPS observations
 JD2503.and is referenced to NAD 83.
 JD2503
 JD2503.The geoid height was determined by GEOID03.
 JD2503
 JD2503;                    North         East     Units Scale Factor Converg.
 JD2503;SPC MO C     -   344,794.144   515,095.899   MT  0.99993614   +0 06 34.0
 JD2503;UTM  15      - 4,310,343.756   558,423.516   MT  0.99964203   +0 25 25.3
 JD2503
 JD2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2503!SPC MO C     -   0.99996852  x   0.99993614  =   0.99990467
 JD2503!UTM  15      -   0.99996852  x   0.99964203  =   0.99961057
 JD2503
 JD2503:                Primary Azimuth Mark                     Grid Az
 JD2503:SPC MO C     -  COLUMBIA UNIV MO MEMORIAL TWR            005 05 57.9
 JD2503:UTM  15      -  COLUMBIA UNIV MO MEMORIAL TWR            004 47 06.6
 JD2503
 JD2503|---------------------------------------------------------------------|
 JD2503| PID    Reference Object                     Distance      Geod. Az  |
 JD2503|                                                           dddmmss.s |
 JD2503| JD2510 COLUMBIA UNIV MO MEMORIAL TWR       APPROX. 0.5 KM 0051231.9 |
 JD2503| AJ6380 CARILLON TWR PINNACLE SE/4                         00557     |
 JD2503| JD2507 COLUMBIA RADIO STA KFRU W MAST      APPROX. 1.2 KM 0103938.2 |
 JD2503| JD2499 COLUMBIA RADIO STA KFRU E MAST      APPROX. 1.3 KM 0143930.6 |
 JD2503| JD2501 COLUMBIA MUN PWR PLT SHORT STK      APPROX. 2.9 KM 0151834.5 |
 JD2503| JD2502 COLUMBIA MUN PWR PLT TALL STK       APPROX. 2.9 KM 0152851.2 |
 JD2503| AJ3220 COLUMBIA RM 3                         2.057 METERS 01638     |
 JD2503| JD2505 COLUMBIA MO HOG SERUM PLANT TK      APPROX. 6.1 KM 0302656.2 |
 JD2503| CQ5479 COLUMBIA RM 1                        30.532 METERS 09331     |
 JD2503| CQ5478 COLUMBIA AZ MK                                     1765529.1 |
 JD2503| CQ5480 COLUMBIA RM 2                        45.595 METERS 17924     |
 JD2503| DH6251 UNIVERSITY OF MISSOURI               19.352 METERS 27537     |
 JD2503| AJ3221 COLUMBIA RM 4                         2.081 METERS 31747     |
 JD2503| JD2504 COLUMBIA UNIV MO PWR PLANT STK      APPROX. 0.9 KM 3174947.3 |
 JD2503| JD2509 COLUMBIA MUNICIPAL TANK             APPROX. 1.8 KM 3242205.1 |
 JD2503| AI2468 COLUMBIA UNIV OF MO JESSE HALL DOME APPROX. 0.6 KM 3355842.9 |
 JD2503|---------------------------------------------------------------------|
 JD2503
 JD2503                          SUPERSEDED SURVEY CONTROL
 JD2503
 JD2503  NAD 83(1986)-  38 56 24.31283(N)    092 19 33.13984(W) AD(       ) 1
 JD2503  NAD 27      -  38 56 24.17600(N)    092 19 32.47260(W) AD(       ) 1
 JD2503  NGVD 29 (09/27/93)  233.3    (m)          765.     (f) GPS OBS        
 JD2503
 JD2503.Superseded values are not recommended for survey control.
 JD2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2503.See file dsdata.txt to determine how the superseded data were derived.
 JD2503
 JD2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5842410344(NAD 83)
 JD2503_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2503_SP_SET: CONCRETE POST
 JD2503_STAMPING: COLUMBIA RESET 1939
 JD2503_MARK LOGO: CGS   
 JD2503_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2503+STABILITY: SURFACE MOTION
 JD2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2503+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 JD2503
 JD2503  HISTORY     - Date     Condition        Report By
 JD2503  HISTORY     - 1935     MONUMENTED       CGS
 JD2503  HISTORY     - 1949     GOOD             CGS
 JD2503  HISTORY     - 1956     GOOD             CGS
 JD2503  HISTORY     - 1964     GOOD             CGS
 JD2503  HISTORY     - 1971     GOOD             NGS
 JD2503  HISTORY     - 19830419 GOOD             CGS
 JD2503  HISTORY     - 19920303 GOOD             MODNR
 JD2503
 JD2503                          STATION DESCRIPTION
 JD2503
 JD2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2503'THE STATION WAS RECOVERED AS DESCRIBED.  ALL
 JD2503'MARKS WERE FOUND IN GOOD CONDITION EXCEPT R.M. NO. 2, WHICH IS
 JD2503'BELIEVED TO BE UNDER A TEMPORARY CONSTRUCTION SHED.  A LARGE,
 JD2503'STONE BUILDING HAS BEEN ERECTED BETWEEN THE STATION AND R.M.
 JD2503'NO. 1.  IT COULD NOT BE MEASURED TO OR CUT IN FROM THE TOWER.
 JD2503'THE UNIVERSITY OF MISSOURI SURVEY MARK HAS BEEN REMOVED AND A
 JD2503'NEW BRICK BUILDING IS BEING ERECTED WEST OF THE STATION.  THE
 JD2503'MAGNETIC STATION WAS RECOVERED BUT COULD NOT BE TAKEN
 JD2503'BECAUSE OF TREES, AND NEW CONSTRUCTION WORK IN THE AREA.  THE
 JD2503'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND BECAUSE OF
 JD2503'SHRUBBERY, AND A NEW BUILDING IS BEING CONSTRUCTED ON LINE.
 JD2503'THE SOUTHEAST PINNACLE (ONE OF 4), ON A CARILLON TOWER, 0.3
 JD2503'MILE NORTH OF THE STATION CAN BE USED AS THE AZIMUTH MARK FOR
 JD2503'THIS STATION.  A SIDEWALK HAS BEEN BUILT OVER THE STATION AND
 JD2503'THE MARK HAS BEEN RESET 1.2 FEET BELOW THE SURFACE OF THE WALK.
 JD2503'A NEW MARK (R.M. NO. 3) WAS ESTABLISHED.  A COMPLETE NEW
 JD2503'DESCRIPTION FOLLOWS.
 JD2503'
 JD2503'THE STATION IS LOCATED ABOUT 0.8 MILE SOUTH OF THE BUSINESS
 JD2503'DISTRICT OF COLUMBIA, ON THE GROUNDS OF THE UNIVERSITY OF
 JD2503'MISSOURI.  IT IS SET IN THE CENTER OF A SIDEWALK, RUNNING
 JD2503'BETWEEN 2 LONG, 3 STORY BUILDINGS.  IT IS 28 FEET WEST OF THE WEST
 JD2503'WALL OF DEFOE HALL, 56 FEET EAST OF THE CENTER OF A DOORWAY OF
 JD2503'A NEW BRICK BUILDING, AND 22 FEET EAST OF A 6 INCH TREE.  THE
 JD2503'MARK IS SET IN CONCRETE, 1.2 FEET BELOW THE SURFACE OF THE
 JD2503'SIDEWALK.  A 6 INCH TILE IS SET ON TOP OF THE MARK, WITH A
 JD2503'WOODEN PLUG IN THE TOP, WHICH IS FLUSH WITH THE SURFACE OF THE
 JD2503'WALK.  THE DISK IS STAMPED COLUMBIA RESET 1935.
 JD2503'
 JD2503'REFERENCE MARK NO. 3 IS SET IN THE NORTH END OF THE BOTTOM
 JD2503'STEP, AT THE BACK ENTRANCE TO DEFOE HALL.  IT IS 10 FEET
 JD2503'NORTHWEST OF THE CENTER OF THE DOORWAY, AND 0.4 FOOT WEST OF AN
 JD2503'IRON BANNISTER POST.  THE DISK IS STAMPED COLUMBIA NO 3 1949.
 JD2503'
 JD2503'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHEAST OF THE
 JD2503'STATION, ABOUT 100 YARDS NORTHEAST OF THE AGRICULTURE CATTLE
 JD2503'BARN, 45 PACES NORTH OF A FENCE CORNER, 12 FEET EAST OF THE
 JD2503'CENTERLINE OF A TRACK ROAD, AND 6 INCHES WEST OF A NORTH-SOUTH
 JD2503'FENCELINE.  THE DISK IS STAMPED COLUMBIA 1934 AND PROJECTS 10
 JD2503'INCHES.
 JD2503'
 JD2503'A 77 FOOT SIGNAL AT HINTON IS VISIBLE AT 64 FEET.
 JD2503'
 JD2503'A 100 FOOT SIGNAL AT GRANDVIEW 1934 IS VISIBLE AT 64 FEET.
 JD2503'
 JD2503'A 77 FOOT SIGNAL AT SHAW IS VISIBLE AT 64 FEET.
 JD2503'
 JD2503'A 100 FOOT SIGNAL AT CREWS ECC. IS VISIBLE AT 64 FEET.
 JD2503'
 JD2503'A 77 FOOT SIGNAL AT DEER IS VISIBLE AT 64 FEET.
 JD2503'
 JD2503'A 77 FOOT SIGNAL AT ASHLAND IS VISIBLE AT 64 FEET.
 JD2503'
 JD2503'A 77 FOOT SIGNAL AT JAMES IS VISIBLE AT 64 FEET.
 JD2503'
 JD2503'A 4 FOOT SIGNAL AT LUPUS IS VISIBLE AT 64 FEET.
 JD2503'
 JD2503'A 77 FOOT SIGNAL AT HUNTSDALE IS VISIBLE AT 64 FEET.
 JD2503'
 JD2503'A 67 FOOT SIGNAL AT MIDWAY IS VISIBLE AT 64 FEET.
 JD2503
 JD2503                          STATION RECOVERY (1956)
 JD2503
 JD2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 JD2503'STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1949 AND ALL
 JD2503'MARKS WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WILL BE
 JD2503'DESTROYED BY THE ERECTION OF A NEW CAFETERIA BUILDING.  THIS NEW
 JD2503'BUILDING WILL OBSTRUCT THE LINE OF SIGHT TO THE USC AND GS
 JD2503'MAGNETIC STATION.  A NEW REFERENCE MARK NO. 4 WAS ESTABLISHED AND
 JD2503'REFERENCE MARK NO. 2 WAS DESTROYED.  THE STATION MARK IS LOCATED
 JD2503'BETWEEN DAFOE HALL ON THE EAST AND GRAHAM HALL ON THE WEST AS
 JD2503'DESCRIBED.
 JD2503'
 JD2503'REFERENCE MARK NO. 4 IS NORTHWEST OF THE STATION SET IN THE SOUTH
 JD2503'END OF THE BOTTOM STEP OF THE SECOND ENTRANCE SOUTH OF THE NORTH
 JD2503'END OF GRAHAM HALL AND 10 FEET SOUTHEAST OF THE CENTER OF DOOR.
 JD2503'THE DISK IS STAMPED COLUMBIA NO 4 1934.
 JD2503'
 JD2503'USC AND GS MAGNETIC STATION IS 0.2 MILE SOUTH, 110 FEET WEST OF
 JD2503'THE CENTER OF A ROCK TRACK ROAD, 42 FEET SOUTHEAST OF AN 18-INCH
 JD2503'WALNUT TREE, AND 35 FEET NORTH OF A FENCE.  IT IS A STANDARD
 JD2503'MAGNETIC DISK (NO STAMPING) SET IN AN 8-INCH SQUARE LIMESTONE
 JD2503'POST THAT PROJECTS 8 INCHES.
 JD2503
 JD2503                          STATION RECOVERY (1964)
 JD2503
 JD2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 JD2503'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JD2503'FOUND IN GOOD CONDITION.  MR. F.E. GRUNDLER, CONSULTING ENGINEER
 JD2503'IN COLUMBIA, VISITED THIS STATION WITH THE UNDERSIGNED, SO HE
 JD2503'COULD USE THIS STATION IN HIS LOCAL SURVEYS.
 JD2503
 JD2503                          STATION RECOVERY (1971)
 JD2503
 JD2503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2503'THE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4
 JD2503'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARK WERE FOUND
 JD2503'IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JD2503'RECOVERY.
 JD2503'
 JD2503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2503'AT COLUMBIA.
 JD2503
 JD2503                          STATION RECOVERY (1983)
 JD2503
 JD2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983 (CLN)
 JD2503'THE RECESSED STATION MARK AND RMS 3 AND 4 WERE RECOVERED IN GOOD
 JD2503'CONDITION.  THE AZ MK WAS RECOVERED IN POOR CONDITION AND IN A
 JD2503'CONSTRUCTION AREA.  SINCE THE MARK IS NO LONGER GROUND VISIBLE AND
 JD2503'SERVED NO USEFUL PURPOSE, PERMISSION WAS GIVEN TO DESTROY IT.  RM 1
 JD2503'AND THE MAGNETIC STATION WERE SEARCHED FOR BUT NOT FOUND AND ARE
 JD2503'PROBABLY DESTROYED BY NEWER CONSTRUCTION ON THE CAMPUS.  NEITHER MARK
 JD2503'WOLD BE GROUND VISIBLE FROM THE STATION ANYMORE.  THE DISTANCES TO RMS
 JD2503'3 AND 4 AGREED FAVORABLY WITH 1956 OBSERVATIONS.  THE DIRECTIONS TO
 JD2503'THESE MARKS ALSO AGREES WITH 1956 OBSERVATIONS, AS REFERENCED TO THE
 JD2503'AZ MK 1949, CARILLON TOWER PINNACLE SE OF 4.  WHILE THE STATION IS
 JD2503'STILL RECESSED, IT IS NO LONGER UNDER A SIDEWALK.  OTHER, SLIGHT,
 JD2503'DISCREPANCIES WERE NOTED, THEREFORE, A COMPLETE NEW DESCRIPTION
 JD2503'FOLLOWS.  THE STATION IS LOCATED IN COLUMBIA, ON THE UNIVERSITY OF
 JD2503'MISSOURI CAMPUS AND IN A SMALL GRASSY AREA BETWEEN DEFOE AND GRAHAM
 JD2503'HALLS.  THE STATION IS A STANDARD, CGS, DISK STAMPED,---COLUMBIA RESET
 JD2503'1939---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30
 JD2503'CM, IN DIAMETER, RECESSED, 14 INCHES, 37 CM, BELOW THE GROUND.  THERE
 JD2503'IS A CLAY TILE PLACED OVER THE MARK, TO PROVIDE ACCESS.  THE STATION
 JD2503'IS LOCATED 8.55 METERS (28.05 FT) W FROM THE W WALL OF DEFOE HALL,
 JD2503'5.65 METERS (18.54 FT) NNW FROM THE NW CORNER OF A CEMENT BLOCK
 JD2503'ADDITION TO DEFOE HALL, 5.10 METERS (16.73 FT) SE FROM THE SE EDGE OF
 JD2503'A SIDEWALK.  AZ MK NO 2, IS THE SE ONE OF FOUR SPIRES, OR PINNACLES,
 JD2503'OF A CARRILLON TOWER THAT IS THE ONLY PROMINENT OBJECT THAT CAN BE
 JD2503'SEEN FROM THE STATION, DUE TO SURROUNDING BUILDINGS.
 JD2503
 JD2503                          STATION RECOVERY (1992)
 JD2503
 JD2503'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD2503'DATE OF REPORT 11-30-1992
 JD2503'STATION COLUMBIA RESET 1939
 JD2503'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2503'THE STATION IS A STANDARD C AND GRS HORIZONTAL DISK STAMPED--COLUMBIA
 JD2503'RESET 1939 SET IN A MASS OF CONCRETE 1.2 FT (0.4 M) BELOW THE
 JD2503'SURFACE OF THE GROUND.  THE STATION IS 28.1 FT (8.6 M) WEST OF THE
 JD2503'WEST WALL OF DEFOE HALL DORM, 18.5 FT (5.6 M) NNW OF THE NORTHWEST
 JD2503'CORNER OF A CONCRETE BLOCK ADDITION TO DEFOE HALL, 16.7 FT (5.1 M)
 JD2503'SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, 67.49 FT (20.57 M)
 JD2503'SOUTHWEST OF RM NO. 3 AND 68.26 FT (20.81 M) SOUTHEAST OF RM NO. 4.
 JD2503'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 ARE STANDARD C AND GS
 JD2503'REFERENCE MARK DISKS GROUTED INTO CONCRETE STEPS OF THE ENTRANCE TO
 JD2503'DEFOE HALL AND GRAHAM HALL.
 JD2503'THE AZIMUTH MARK WAS FOUND TO BE NONVISIBLE IN 1983 AND PARTIALLY
 JD2503'DISTURBED AND WAS DESTROYED BY JERRY ODUM, NGS.
 JD2503'STATION AND AZIMUTH MARK TO REACH
 JD2503'TO REACH THE STATION FROM THE UNDERPASS OF STADIUM BLVD. (MO. 740)
 JD2503'UNDER US 63, GO WEST ON STADIUM BLVD. (MO. 740) FOR 1.53 MI
 JD2503'(2.46 KM) TO THE INTERSECTION OF COLLEGE (MO. 763) AND STADIUM BLVD.
 JD2503'(MO. 740), TURN RIGHT AND GO NORTH ON COLLEGE STREET FOR 0.53 MI
 JD2503'(0.85 KM) TO THE INTERSECTION OF COLLEGE AND ROLLINS, TURN LEFT AND
 JD2503'GO WEST ON ROLLINS 0.2 MI (0.3 KM) TO THE INTERSECTION OF ROLLINS AND
 JD2503'HITT STREET, TURN LEFT AND GO SOUTH ON HITT STREET FOR 0.15 MI
 JD2503'(0.24 KM) TO A CONCRETE DRIVE WEST LOCATED ON THE NORTH SIDE OF DEFOE
 JD2503'HALL, TURN RIGHT AND GO WEST 150 FT (45.7 M) TO THE SIDEWALK AND
 JD2503'BIKE RACK LOCATED BETWEEN DEFOE HALL AND GRAHAM HALL, WALK SOUTH ON
 JD2503'THE WALK BETWEEN THE TWO BUILDINGS APPROXIMATELY 177 FT (53.9 M) TO
 JD2503'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2510 ***********************************************************************
 JD2510  DESIGNATION -  COLUMBIA UNIV MO MEMORIAL TWR
 JD2510  PID         -  JD2510
 JD2510  STATE/COUNTY-  MO/BOONE
 JD2510  USGS QUAD   -  COLUMBIA (1981)
 JD2510
 JD2510                         *CURRENT SURVEY CONTROL
 JD2510  ___________________________________________________________________
 JD2510* NAD 83(1997)-  38 56 42.03842(N)    092 19 31.06460(W)     ADJUSTED  
 JD2510* NAVD 88     -                                                        
 JD2510  ___________________________________________________________________
 JD2510  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 JD2510  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2510
 JD2510  HORZ ORDER  -  THIRD
 JD2510
 JD2510.The horizontal coordinates were established by classical geodetic methods
 JD2510.and adjusted by the National Geodetic Survey in February 2000..
 JD2510
 JD2510
 JD2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2510
 JD2510.The geoid height was determined by GEOID03.
 JD2510
 JD2510;                    North         East     Units Scale Factor Converg.
 JD2510;SPC MO C     -   345,341.076   515,144.706   MT  0.99993616   +0 06 35.3
 JD2510;UTM  15      - 4,310,890.787   558,469.308   MT  0.99964210   +0 25 26.8
 JD2510
 JD2510                          SUPERSEDED SURVEY CONTROL
 JD2510
 JD2510  NAD 83(1986)-  38 56 42.04758(N)    092 19 31.06966(W) AD(       ) 4
 JD2510  NAD 27      -  38 56 41.90700(N)    092 19 30.40200(W) AD(       ) 3
 JD2510
 JD2510.Superseded values are not recommended for survey control.
 JD2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2510.See file dsdata.txt to determine how the superseded data were derived.
 JD2510
 JD2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5846910891(NAD 83)
 JD2510_MARKER: 55 = TOWER
 JD2510
 JD2510  HISTORY     - Date     Condition        Report By
 JD2510  HISTORY     - 1934     FIRST OBSERVED   CGS
 JD2510
 JD2510                          STATION DESCRIPTION
 JD2510
 JD2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JD2510'STATION IS THE CENTER OF THE MEMORIAL TOWER, UNIVERSITY
 JD2510'OF MISSOURI.  THE TOWER IS A SQUARE WHITE STONE MASONRY
 JD2510'STRUCTURE OF GOTHIC DESIGN.  THE TOWER HAS A SPIRE AT EACH
 JD2510'CORNER RISING ABOUT 20 FEET ABOVE THE MAIN PART OF THE STRUCTURE
 JD2510'AND FOUR SMALLER SPIRES ON EACH OF THE FOUR SIDES BETWEEN
 JD2510'THE TALL SPIRES.
 JD2510'
 JD2510'THE TOWER IS AT THE W END OF THE E CAMPUS OF THE UNIVERSITY,
 JD2510'ON THE E SIDE OF HITT STREET, AND ON THE PROLONGATION EASTWARD
 JD2510'OF THE CENTER LINE OF MEMORIAL AVENUE.
 JD2510'
 JD2510'THE APPROXIMATE CENTER OF THE TOWER IS MARKED ON THE FLOOR
 JD2510'AT THE BASE OF THE TOWER BY THE INTERSECTION OF THE JOINTS
 JD2510'OF THE STONE FLOOR.  THE TOWER, ABOUT 125 FEET HIGH, WAS
 JD2510'ERECTED IN 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2504 ***********************************************************************
 JD2504  DESIGNATION -  COLUMBIA UNIV MO PWR PLANT STK
 JD2504  PID         -  JD2504
 JD2504  STATE/COUNTY-  MO/BOONE
 JD2504  USGS QUAD   -  COLUMBIA (1981)
 JD2504
 JD2504                         *CURRENT SURVEY CONTROL
 JD2504  ___________________________________________________________________
 JD2504* NAD 83(1997)-  38 56 45.95242(N)    092 19 58.24594(W)     ADJUSTED  
 JD2504* NAVD 88     -                                                        
 JD2504  ___________________________________________________________________
 JD2504  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 JD2504  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2504
 JD2504  HORZ ORDER  -  THIRD
 JD2504
 JD2504.The horizontal coordinates were established by classical geodetic methods
 JD2504.and adjusted by the National Geodetic Survey in February 2000..
 JD2504
 JD2504
 JD2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2504
 JD2504.The geoid height was determined by GEOID03.
 JD2504
 JD2504;                    North         East     Units Scale Factor Converg.
 JD2504;SPC MO C     -   345,460.538   514,489.960   MT  0.99993592   +0 06 18.3
 JD2504;UTM  15      - 4,311,006.621   557,814.110   MT  0.99964116   +0 25 09.8
 JD2504
 JD2504                          SUPERSEDED SURVEY CONTROL
 JD2504
 JD2504  NAD 83(1986)-  38 56 45.96116(N)    092 19 58.25131(W) AD(       ) 4
 JD2504  NAD 27      -  38 56 45.82000(N)    092 19 57.57800(W) AD(       ) 3
 JD2504
 JD2504.Superseded values are not recommended for survey control.
 JD2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2504.See file dsdata.txt to determine how the superseded data were derived.
 JD2504
 JD2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5781411007(NAD 83)
 JD2504_MARKER: 63 = STACK
 JD2504
 JD2504  HISTORY     - Date     Condition        Report By
 JD2504  HISTORY     - 1934     FIRST OBSERVED   CGS
 JD2504  HISTORY     - 1949     GOOD             CGS
 JD2504  HISTORY     - 1961     GOOD             CGS
 JD2504
 JD2504                          STATION DESCRIPTION
 JD2504
 JD2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JD2504'STATION IS THE CENTER OF THE ROUND CONCRETE STACK AT THE POWER
 JD2504'PLANT OF THE UNIVERSITY OF MISSOURI.  THE STACK ADJOINS THE
 JD2504'POWER PLANT ON THE W END.  THE POWER PLANT IS AT THE NW
 JD2504'CORNER OF STEWART ROAD AND FIFTH STREET.  THE STACK IS ABOUT
 JD2504'125 FEET HIGH AND IS NOT VERY PROMINENT AS IT IS IN A LOW PLACE.
 JD2504
 JD2504                          STATION RECOVERY (1949)
 JD2504
 JD2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2504'THIS STATION IS LOCATED ON THE GROUNDS OF THE UNIVERSITY
 JD2504'OF MISSOURI, IN COLUMBIA.  IT IS SET AT THE BACK OF THE POWER PLANT
 JD2504'BUILDING, NEAR THE CORNER OF MAPLE AND SOUTH 5TH. STREETS.
 JD2504'IT IS A CONCRETE STRUCTURE, 12 FEET IN DIAMETER AT THE BASE
 JD2504'AND ABOUT 130 FEET HIGH.
 JD2504'
 JD2504'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
 JD2504
 JD2504                          STATION RECOVERY (1961)
 JD2504
 JD2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 JD2504'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 JD2504'GOOD CONDITION.  THE POWER PLANT NOW HAS ANOTHER STACK,
 JD2504'RED BRICK, ON THE EAST END OF THE BUILDING.  BOTH STACKS
 JD2504'ARE OF APPROXIMATELY THE SAME HEIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2468 ***********************************************************************
 AI2468  DESIGNATION -  COLUMBIA UNIV OF MO JESSE HALL DOME
 AI2468  PID         -  AI2468
 AI2468  STATE/COUNTY-  MO/BOONE
 AI2468  USGS QUAD   -  COLUMBIA (1981)
 AI2468
 AI2468                         *CURRENT SURVEY CONTROL
 AI2468  ___________________________________________________________________
 AI2468* NAD 83(1997)-  38 56 42.89924(N)    092 19 43.74720(W)     ADJUSTED  
 AI2468* NAVD 88     -                                                        
 AI2468  ___________________________________________________________________
 AI2468  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AI2468  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AI2468
 AI2468  HORZ ORDER  -  THIRD
 AI2468
 AI2468.The horizontal coordinates were established by classical geodetic methods
 AI2468.and adjusted by the National Geodetic Survey in February 2000..
 AI2468
 AI2468
 AI2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2468
 AI2468.The geoid height was determined by GEOID03.
 AI2468
 AI2468;                    North         East     Units Scale Factor Converg.
 AI2468;SPC MO C     -   345,367.040   514,839.260   MT  0.99993604   +0 06 27.4
 AI2468;UTM  15      - 4,310,915.068   558,163.815   MT  0.99964166   +0 25 18.8
 AI2468
 AI2468                          SUPERSEDED SURVEY CONTROL
 AI2468
 AI2468  NAD 83(1986)-  38 56 42.90796(N)    092 19 43.75188(W) AD(       ) 4
 AI2468  NAD 27      -  38 56 42.77300(N)    092 19 43.08500(W) AD(       ) 3
 AI2468
 AI2468.Superseded values are not recommended for survey control.
 AI2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2468.See file dsdata.txt to determine how the superseded data were derived.
 AI2468
 AI2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5816410915(NAD 83)
 AI2468_MARKER: 87 = DOME
 AI2468
 AI2468  HISTORY     - Date     Condition        Report By
 AI2468  HISTORY     - 1934     FIRST OBSERVED   CGS
 AI2468  HISTORY     - 1949     GOOD             CGS
 AI2468  HISTORY     - 1961     GOOD             CGS
 AI2468
 AI2468                          STATION DESCRIPTION
 AI2468
 AI2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 AI2468'STATION IS THE CENTER OF THE BALL AT THE TIP OF THE CONICAL
 AI2468'STEEPLE OF A SMALL CUPOLA ON THE DOME OF JESSE HALL, UNIVERSITY
 AI2468'OF MISSOURI.  THE BALL IS ABOUT 75 FEET ABOVE THE ROOF OF
 AI2468'THE MAIN PART OF THE BUILDING AND IS ABOUT 150 FEET
 AI2468'ABOVE THE GROUND.  THE BUILDING IS THE ADMINISTRATION BUILDING
 AI2468'OF THE UNIVERSITY AND IS THE LARGEST BUILDING ON FRANCIS
 AI2468'QUADRANGLE.  THE BUILDING EXTENDS ACROSS THE S END OF THE
 AI2468'QUADRANGLE.  IT WAS ERECTED IN 1901.  THIS IS ONE OF THE
 AI2468'TALLEST AND MOST PROMINENT OBJECTS IN COLUMBIA.
 AI2468
 AI2468                          STATION RECOVERY (1949)
 AI2468
 AI2468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 AI2468'THIS STATION IS LOCATED ON TOP OF THE ADMINISTRATION BUILDING,
 AI2468'ON THE GROUNDS OF THE UNIVERSITY OF MISSOURI, IN COLUMBIA.
 AI2468'IT IS A LARGE CONCRETE DOME, SET ON THE TOP OF A LARGE 3
 AI2468'STORY, BRICK BUILDING, AND IS ABOUT 150 FEET HIGH.  IT IS PAINTED
 AI2468'WHITE.
 AI2468'
 AI2468'THE POINT INTERSECTED WAS THE BALL FINIAL.
 AI2468'
 AI2468'PROBABLY THE SAME STATION AS COLUMBIA, UNIVERSITY OF MISSOURI,
 AI2468'JESSE HALL, DOME, 1934.
 AI2468
 AI2468                          STATION RECOVERY (1961)
 AI2468
 AI2468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 AI2468'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  THE
 AI2468'ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2779 ***********************************************************************
 JD2779  DESIGNATION -  COLUMBUS
 JD2779  PID         -  JD2779
 JD2779  STATE/COUNTY-  MO/JOHNSON
 JD2779  USGS QUAD   -  PITTSVILLE (1981)
 JD2779
 JD2779                         *CURRENT SURVEY CONTROL
 JD2779  ___________________________________________________________________
 JD2779* NAD 83(1997)-  38 48 51.39003(N)    093 53 09.84868(W)     ADJUSTED  
 JD2779* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 JD2779  ___________________________________________________________________
 JD2779  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 JD2779  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2779
 JD2779  HORZ ORDER  -  THIRD
 JD2779
 JD2779.The horizontal coordinates were established by classical geodetic methods
 JD2779.and adjusted by the National Geodetic Survey in February 2000..
 JD2779
 JD2779.The orthometric height was scaled from a topographic map.
 JD2779
 JD2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2779
 JD2779.The geoid height was determined by GEOID03.
 JD2779
 JD2779;                    North         East     Units Scale Factor Converg.
 JD2779;SPC MO W     -   294,011.637   903,318.466   MT  0.99997617   +0 23 05.4
 JD2779;UTM  15      - 4,296,539.666   423,072.881   MT  0.99967287   -0 33 19.5
 JD2779
 JD2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2779!SPC MO W     -   0.99996495  x   0.99997617  =   0.99994112
 JD2779!UTM  15      -   0.99996495  x   0.99967287  =   0.99963783
 JD2779
 JD2779|---------------------------------------------------------------------|
 JD2779| PID    Reference Object                     Distance      Geod. Az  |
 JD2779|                                                           dddmmss.s |
 JD2779| CQ5481 COLUMBUS RM 1                        23.094 METERS 05502     |
 JD2779| JD2336 COLUMBUS AZ MK                                     1735538.8 |
 JD2779| CQ5482 COLUMBUS RM 2                        22.362 METERS 33638     |
 JD2779|---------------------------------------------------------------------|
 JD2779
 JD2779                          SUPERSEDED SURVEY CONTROL
 JD2779
 JD2779  NAD 83(1997)-  38 48 51.39074(N)    093 53 09.84947(W) AD(       ) 3
 JD2779  NAD 83(1986)-  38 48 51.39778(N)    093 53 09.84633(W) AD(       ) 3
 JD2779  NAD 27      -  38 48 51.35500(N)    093 53 09.03400(W) AD(       ) 3
 JD2779
 JD2779.Superseded values are not recommended for survey control.
 JD2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2779.See file dsdata.txt to determine how the superseded data were derived.
 JD2779
 JD2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC2307396540(NAD 83)
 JD2779_MARKER: DS = TRIANGULATION STATION DISK
 JD2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2779
 JD2779  HISTORY     - Date     Condition        Report By
 JD2779  HISTORY     - 1949     MONUMENTED       CGS
 JD2779  HISTORY     - 1961     GOOD             LOCENG
 JD2779  HISTORY     - 1965     GOOD             CGS
 JD2779
 JD2779                          STATION DESCRIPTION
 JD2779
 JD2779'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JD2779'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHEAST OF PITTSVILLE
 JD2779'AND 3.0 MILES SOUTH-SOUTHEAST OF COLUMBUS ON LAND OWNED AND
 JD2779'OCCUPIED BY MR. EUGENE STEWART.  IT IS 36 FEET EAST OF THE
 JD2779'CENTER OF DRIVEWAY INTO YARD, 29 FEET EAST OF EAST END OF
 JD2779'BOARD GATE AND 27 FEET NORTH OF THE CENTER OF ROAD.  IT IS
 JD2779'STAMPED COLUMBUS 1949 AND PROJECTS 2 INCHES.
 JD2779'
 JD2779'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 45 FEET NORTH OF
 JD2779'T-FENCE CORNER AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 JD2779'STAMPED COLUMBUS NO 1 1949 AND IS SET FLUSH WITH THE SURFACE
 JD2779'OF THE GROUND.
 JD2779'
 JD2779'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION, 52 FEET
 JD2779'NORTH OF WEST END OF BOARD GATE, 12 FEET WEST OF CENTER OF DRIVEWAY
 JD2779'AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 JD2779'COLUMBUS NO 2 1949 AND IS SET FLUSH WITH THE SURFACE OF THE
 JD2779'GROUND.
 JD2779'
 JD2779'THE AZIMUTH MARK IS SOUTH OF THE STATION, SET IN THE NORTH
 JD2779'HEADWALL OF CONCRETE CULVERT, 18 FEET NORTH OF CENTER OF U.S.
 JD2779'HIGHWAY 50, 2 FEET WEST OF WITNESS POST AND 2 FEET WEST OF EAST
 JD2779'END OF HEADWALL.  IT IS STAMPED COLUMBUS 1949.
 JD2779'
 JD2779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2779'STATE HIGHWAY 131 IN PITTSVILLE, GO EAST ON U.S. HIGHWAY 50
 JD2779'FOR 5.5 MILES TO THE JUNCTION OF COUNTY ROUTE N, CONTINUE EAST
 JD2779'ON U.S. HIGHWAY 50 FOR 1.7 MILES TO A CULVERT AND AZIMUTH MARK
 JD2779'IN HEADWALL ON LEFT, CONTINUE EAST ON U.S. HIGHWAY 50 FOR 0.05
 JD2779'MILE TO A SIDE ROAD LEFT, TURN SHARP LEFT AND GO NORTH FOR 0.7
 JD2779'MILE TO FORKS, TAKE LEFT FORK FOR 0.1 MILE TO DRIVEWAY TO HOUSE
 JD2779'ON RIGHT AND STATION JUST EAST OF DRIVEWAY AS DESCRIBED.
 JD2779'
 JD2779'AN 87 FOOT SIGNAL AT STATION HAZEL IS VISIBLE AT 37 FEET.
 JD2779'
 JD2779'A 100 FOOT SIGNAL AT STATION NORMAL 2 1948 IS VISIBLE AT 4
 JD2779'FEET.
 JD2779'
 JD2779'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2779
 JD2779                          STATION RECOVERY (1961)
 JD2779
 JD2779'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JD2779'STATION RECOVERED BY AERIAL CONTROL GEO.
 JD2779'
 JD2779'STATION FOUND COVERED WITH VEGETATION.  AZIMUTH MARK AND RM 2
 JD2779'FOUND - RM 1 NOT FOUND - MAY BE COVERED WITH VEGETATION, ONLY
 JD2779'5 MINUTE SEARCH MADE.
 JD2779
 JD2779                          STATION RECOVERY (1965)
 JD2779
 JD2779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JD2779'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 JD2779'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JD2779'
 JD2779'DUE TO SEVERAL CHANGES IN THE AREA, A NEW AND COMPLETE DESCRIPTION
 JD2779'FOLLOWS-
 JD2779'
 JD2779'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF PITTSVILLE,
 JD2779'3 MILES SOUTH-SOUTHEAST OF COLUMBUS, AND ON LAND OWNED AND
 JD2779'OCCUPIED BY MR. EUGENE STEWART.  IT IS 36 FEET EAST OF THE
 JD2779'CENTER OF DRIVEWAY INTO YARD, 27 FEET NORTH OF THE CENTER OF A
 JD2779'GRAVEL ROAD, 1 FOOT SOUTH OF AN EAST-WEST FENCE, AND 1 FOOT
 JD2779'WEST OF A METAL WITNESS POST.  IT IS STAMPED COLUMBUS, 1949 AND
 JD2779'IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 JD2779'
 JD2779'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 50 FEET
 JD2779'NORTH OF A T-FENCE CORNER POST AND 4.5 FEET WEST OF A NORTH-SOUTH
 JD2779'FENCE.  IT IS STAMPED COLUMBUS NO 1 1949 AND IS SET FLUSH WITH
 JD2779'THE SURFACE OF THE GROUND.
 JD2779'
 JD2779'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 38 FEET
 JD2779'SOUTH OF THE CENTER OF A BOARD GATE, 59 FEET NORTH OF A CORNER
 JD2779'FENCE POST, 15 FEET WEST OF THE CENTER OF THE DRIVEWAY, AND 6
 JD2779'INCHES EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 JD2779'COLUMBUS NO 2 1949 AND IS SET FLUSH WITH THE SURFACE OF THE
 JD2779'GROUND.
 JD2779'
 JD2779'THE AZIMUTH MARK IS SOUTH OF THE STATION, SET IN THE NORTH
 JD2779'HEADWALL OF A CONCRETE CULVERT, 18 FEET NORTH OF THE CENTER
 JD2779'OF U.S. HIGHWAY 50 AND 2 FEET WEST OF THE EAST END OF THE
 JD2779'HEADWALL.  IT IS STAMPED COLUMBUS 1949.
 JD2779'
 JD2779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2779'STATE HIGHWAY 131 IN PITTSVILLE, GO EAST ON HIGHWAY 50 FOR 5.5
 JD2779'MILES TO THE JUNCTION OF COUNTY ROUTE M.  CONTINUE EAST ON
 JD2779'HIGHWAY 50 FOR 1.7 MILES TO A CULVERT AND THE AZIMUTH MARK
 JD2779'IN THE HEADWALL AS DESCRIBED.  CONTINUE EAST ON HIGHWAY 50 FOR
 JD2779'0.05 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 JD2779'ON A GRAVEL ROAD FOR 0.7 MILE TO A ROAD FORK.  TAKE THE LEFT
 JD2779'FORK AND GO EAST ON A GRAVEL ROAD FOR 0.1 MILE TO A DRIVEWAY TO
 JD2779'A HOUSE ON THE RIGHT AND THE STATION JUST EAST OF THE
 JD2779'DRIVEWAY AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2336 ***********************************************************************
 JD2336  DESIGNATION -  COLUMBUS AZ MK
 JD2336  PID         -  JD2336
 JD2336  STATE/COUNTY-  MO/JOHNSON
 JD2336  USGS QUAD   -  PITTSVILLE (1981)
 JD2336
 JD2336                         *CURRENT SURVEY CONTROL
 JD2336  ___________________________________________________________________
 JD2336* NAD 83(1986)-  38 48 14.     (N)    093 53 05.     (W)     SCALED    
 JD2336* NAVD 88     -       224.155  (meters)     735.42   (feet)  ADJUSTED  
 JD2336  ___________________________________________________________________
 JD2336  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2336  DYNAMIC HT  -         224.004 (meters)     734.92  (feet)  COMP
 JD2336  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 JD2336
 JD2336  VERT ORDER  -  SECOND    CLASS 0
 JD2336
 JD2336.The horizontal coordinates were scaled from a topographic map and have
 JD2336.an estimated accuracy of +/- 6 seconds.
 JD2336
 JD2336.The orthometric height was determined by differential leveling
 JD2336.and adjusted by the National Geodetic Survey in June 1991..
 JD2336
 JD2336.The geoid height was determined by GEOID03.
 JD2336
 JD2336.The dynamic height is computed by dividing the NAVD 88
 JD2336.geopotential number by the normal gravity value computed on the
 JD2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2336.degrees latitude (g = 980.6199 gals.).
 JD2336
 JD2336.The modeled gravity was interpolated from observed gravity values.
 JD2336
 JD2336;                    North         East    Units  Estimated Accuracy
 JD2336;SPC MO W     -   292,860.      903,440.      MT  (+/- 180 meters Scaled)
 JD2336
 JD2336                          SUPERSEDED SURVEY CONTROL
 JD2336
 JD2336  NGVD 29 (??/??/92)  224.057  (m)          735.09   (f) ADJ UNCH    2 0
 JD2336
 JD2336.Superseded values are not recommended for survey control.
 JD2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2336.See file dsdata.txt to determine how the superseded data were derived.
 JD2336
 JD2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC231953(NAD 83)
 JD2336_MARKER: DZ = AZIMUTH MARK DISK
 JD2336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2336_SP_SET: CULVERT
 JD2336_STAMPING: COLUMBUS 1949
 JD2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2336
 JD2336  HISTORY     - Date     Condition        Report By
 JD2336  HISTORY     - 1949     MONUMENTED       CGS
 JD2336  HISTORY     - 1963     GOOD             NGS
 JD2336  HISTORY     - 20060901 GOOD             INDIV
 JD2336
 JD2336                          STATION DESCRIPTION
 JD2336
 JD2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2336'7.4 MI SE FROM PITTSVILLE.
 JD2336'ABOUT 7.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JD2336'INTERSECTION OF STATE HIGHWAY 131 AT PITTSVILLE, ABOUT 18 FEET
 JD2336'NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE NORTH
 JD2336'CONCRETE HEADWALL OF A CONCRETE CULVERT.  THIS MARK IS ABOUT
 JD2336'0.35 MILE EAST OF B 302 1963.
 JD2336
 JD2336                          STATION RECOVERY (2006)
 JD2336
 JD2336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2336'HIGHWAY 50 IS NOW A DIVIDED 4-LANE HIGHWAY. THIS CULVERT IS LOCATED
 JD2336'ONTHE NORTHSIDE OF THE EASTBOUND LANES ABOUT 0.05 MILE WEST OF THE
 JD2336'NORTH LEADING GRAVEL ROAD NW 751.  THE CULVERT HEADWALL IS IN POOR
 JD2336'SHAPE BUT STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1220 ***********************************************************************
 KD1220  DESIGNATION -  COMBS
 KD1220  PID         -  KD1220
 KD1220  STATE/COUNTY-  MO/CARROLL
 KD1220  USGS QUAD   -  CARROLLTON EAST (1978)
 KD1220
 KD1220                         *CURRENT SURVEY CONTROL
 KD1220  ___________________________________________________________________
 KD1220* NAD 83(1997)-  39 22 05.33843(N)    093 24 24.63644(W)     ADJUSTED  
 KD1220* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 KD1220  ___________________________________________________________________
 KD1220  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 KD1220  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD1220
 KD1220  HORZ ORDER  -  SECOND
 KD1220
 KD1220.The horizontal coordinates were established by classical geodetic methods
 KD1220.and adjusted by the National Geodetic Survey in February 2000..
 KD1220
 KD1220.The orthometric height was scaled from a topographic map.
 KD1220
 KD1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1220
 KD1220.The geoid height was determined by GEOID03.
 KD1220
 KD1220;                    North         East     Units Scale Factor Converg.
 KD1220;SPC MO C     -   392,691.936   421,856.692   MT  1.00000849   -0 34 30.9
 KD1220;UTM  15      - 4,357,710.754   464,953.945   MT  0.99961512   -0 15 29.0
 KD1220
 KD1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1220!SPC MO C     -   0.99996510  x   1.00000849  =   0.99997359
 KD1220!UTM  15      -   0.99996510  x   0.99961512  =   0.99958023
 KD1220
 KD1220:                Primary Azimuth Mark                     Grid Az
 KD1220:SPC MO C     -  COMBS AZ MK                              089 00 28.8
 KD1220:UTM  15      -  COMBS AZ MK                              088 41 26.9
 KD1220
 KD1220|---------------------------------------------------------------------|
 KD1220| PID    Reference Object                     Distance      Geod. Az  |
 KD1220|                                                           dddmmss.s |
 KD1220| CL8305 COMBS AZ MK                                        0882557.9 |
 KD1220| CL8306 COMBS RM 1                           34.168 METERS 10838     |
 KD1220| CL8307 COMBS RM 2                           23.948 METERS 21357     |
 KD1220|---------------------------------------------------------------------|
 KD1220
 KD1220                          SUPERSEDED SURVEY CONTROL
 KD1220
 KD1220  NAD 83(1997)-  39 22 05.34074(N)    093 24 24.64009(W) AD(       ) 2
 KD1220  NAD 83(1986)-  39 22 05.34361(N)    093 24 24.63868(W) AD(       ) 2
 KD1220  NAD 27      -  39 22 05.26820(N)    093 24 23.87420(W) AD(       ) 2
 KD1220
 KD1220.Superseded values are not recommended for survey control.
 KD1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1220.See file dsdata.txt to determine how the superseded data were derived.
 KD1220
 KD1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6495457711(NAD 83)
 KD1220_MARKER: DS = TRIANGULATION STATION DISK
 KD1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1220
 KD1220  HISTORY     - Date     Condition        Report By
 KD1220  HISTORY     - 1949     MONUMENTED       CGS
 KD1220  HISTORY     - 1964     GOOD             CGS
 KD1220
 KD1220                          STATION DESCRIPTION
 KD1220
 KD1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1220'STATION IS LOCATED ABOUT 5 MILES EAST OF CARROLLTON ON LAND
 KD1220'OWNED AND OCCUPIED BY MR. ERNEST KRUSE SR.  IT IS IN THE PASTURE
 KD1220'EAST OF THE FARM HOUSE, 39.3 FEET SOUTH OF THE BARN YARD FENCE
 KD1220'AND 46.5 FEET EAST OF THE FENCE ON THE EAST SIDE OF THE DRIVEWAY.
 KD1220'IT IS STAMPED COMBS 1949 AND IS 1 FOOT BELOW THE SURFACE OF THE
 KD1220'GROUND.
 KD1220'
 KD1220'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF THE PASTURE, 1
 KD1220'FOOT NORTH OF THE FENCE LINE AND 45 FEET EAST OF A TELEPHONE
 KD1220'POLE.  IT IS STAMPED COMBS NO 1 1949 AND IS FLUSH WITH THE
 KD1220'GROUND.
 KD1220'
 KD1220'REFERENCE MARK NO. 2 IS AT THE SOUTHWEST CORNER OF THE PASTURE,
 KD1220'2 FEET NORTHEAST OF THE FENCE CORNER.  IT IS STAMPED COMBS NO
 KD1220'2 1949 AND IS FLUSH WITH THE GROUND.
 KD1220'
 KD1220'AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 24,
 KD1220'10 FEET EAST OF THE CENTER OF A LANE LEADING SOUTH, 1 FOOT NORTH
 KD1220'OF THE FENCE LINE AND 2 FEET WEST OF A WITNESS POST.  IT IS
 KD1220'STAMPED COMBS 1949 AND PROJECTS 3 INCHES.
 KD1220'
 KD1220'TO REACH FROM THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 KD1220'CARROLLTON, GO SOUTH FOR 0.75 MILE, THENCE EAST ON U.S. HIGHWAY 24
 KD1220'FOR 5.2 MILES TO THE FARM HOUSE AND DRIVEWAY ON THE LEFT AND THE
 KD1220'STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK, CONTINUE
 KD1220'EAST ON U.S. 24 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 KD1220'
 KD1220'A 100 FOOT SIGNAL AT CARROLL IS VISIBLE AT 40 FEET.
 KD1220'
 KD1220'A 100 FOOT SIGNAL AT BOSWORTH 1928 IS VISIBLE AT 50 FEET.
 KD1220'
 KD1220'A 4 FOOT SIGNAL AT LETA IS VISIBLE AT 64 FEET.
 KD1220'
 KD1220'A 100 FOOT SIGNAL AT UTZ 1928 IS VISIBLE AT 40 FEET.
 KD1220'
 KD1220'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1220
 KD1220                          STATION RECOVERY (1964)
 KD1220
 KD1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLE)
 KD1220'THIS STATION WAS RECOVERED IN THE FARMYARD OF MR. CLINTON SIMPSON
 KD1220'WHO IS THE NEW LANDOWNER.  REFERENCE MARK NO. 2 HAS BEEN
 KD1220'DESTROYED.  MR. SIMPSON HAS REPAIRED THE BARN AND BUILT A NEW
 KD1220'HOUSE, AND LANDSCAPED THE YARD AND A NEW REFERENCE MARK IS NOT
 KD1220'NECESSARY AS THERE ARE A NUMBER OF GOOD REFERENCES FOR THE
 KD1220'STATION.  A NEW COMPLETE DESCRIPTION FOLLOWS.
 KD1220'
 KD1220'STATION IS LOCATED ABOUT 5 MILES EAST OF CARROLLTON AND 1 AND
 KD1220'3/4 MILES WEST OF THE JUNCTION OF U.S. HIGHWAY 24 AND COUNTY ROADS
 KD1220'B AND MM, IN THE FARMYARD ON LAND OWNED BY CLINTON SIMPSON IN THE
 KD1220'NE 1/4 OF SEC. 31, T 53 N., R. 22 W., 89 FEET NORTH OF THE CENTER
 KD1220'OF U.S. HIGHWAY 24, 86 FEET SOUTH OF THE SOUTHWEST CORNER OF
 KD1220'BARN, 83 FEET EAST OF THE SOUTHEAST CORNER OF CLINTON SIMPSONS
 KD1220'HOUSE, 62 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF GARAGE
 KD1220'ATTACHED TO HOUSE, 57 FEET EAST OF THE CENTERLINE OF DRIVEWAY,
 KD1220'39 FEET NORTH OF THE BOARD FENCE CORNER, 3 FEET NORTH OF A
 KD1220'WITNESS POST SIGN, AND 1 FOOT EAST OF A WOVEN WIRE AND BOARD
 KD1220'FENCE.  THE SURFACE STATION MARK IS 12 INCHES BELOW THE
 KD1220'SURFACE OF THE GROUND AND THE DISK IS STAMPED COMBS 1949.
 KD1220'THE STATION MARKS ARE DESCRIBED.
 KD1220'
 KD1220'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 KD1220'CARROLLTON, GO SOUTH ON PAVED STREET FOR 0.6 MILE TO U.S. HIGHWAY
 KD1220'24.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 24 FOR 5.2 MILES TO
 KD1220'SIMPSONS FARMHOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 KD1220'
 KD1220'REFERENCE MARK NO. 1 IS 112.10 FEET EAST-SOUTHEAST OF THE STATION,
 KD1220'86 FEET EAST OF A WOVEN WIRE AND BOARD FENCE CORNER, 82 FEET
 KD1220'EAST OF A POWER POLE, 45 FEET EAST OF A TELEPHONE POLE, 31
 KD1220'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 24, AND UNDER WOVEN
 KD1220'WIRE AND BOARD FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 KD1220'STAMPED COMBS NO 1 1949.
 KD1220'
 KD1220'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 34 FEET SOUTH OF
 KD1220'THE CENTERLINE OF U.S. HIGHWAY 24, 14 FEET EAST OF THE CENTER OF
 KD1220'BOARD GATE, 6 FEET EAST OF EAST GATE POST, 1 FOOT NORTH OF
 KD1220'FENCE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST WITH SIGN.
 KD1220'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED COMBS 1949.
 KD1220'
 KD1220'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 KD1220'HIGHWAY 24 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1611 ***********************************************************************
 JC1611  DESIGNATION -  COMMERCE
 JC1611  PID         -  JC1611
 JC1611  STATE/COUNTY-  MO/ST LOUIS
 JC1611  USGS QUAD   -  FLORISSANT (1998)
 JC1611
 JC1611                         *CURRENT SURVEY CONTROL
 JC1611  ___________________________________________________________________
 JC1611* NAD 83(1997)-  38 51 49.95806(N)    090 19 08.76816(W)     ADJUSTED  
 JC1611* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 JC1611  ___________________________________________________________________
 JC1611  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 JC1611  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JC1611
 JC1611  HORZ ORDER  -  FIRST
 JC1611
 JC1611.The horizontal coordinates were established by classical geodetic methods
 JC1611.and adjusted by the National Geodetic Survey in February 2000..
 JC1611
 JC1611.The orthometric height was scaled from a topographic map.
 JC1611
 JC1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1611
 JC1611.The geoid height was determined by GEOID03.
 JC1611
 JC1611;                    North         East     Units Scale Factor Converg.
 JC1611;SPC MO E     -   336,335.795   265,699.461   MT  0.99993637   +0 06 48.6
 JC1611;SPC IL W     -   243,869.657   686,770.563   MT  0.99994333   -0 05 44.3
 JC1611;SPC IL W     -   800,095.70  2,253,179.76   sFT  0.99994333   -0 05 44.3
 JC1611;UTM  15      - 4,305,087.086   732,606.011   MT  1.00026630   +1 40 58.6
 JC1611
 JC1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1611!SPC MO E     -   0.99997168  x   0.99993637  =   0.99990805
 JC1611!SPC IL W     -   0.99997168  x   0.99994333  =   0.99991501
 JC1611!UTM  15      -   0.99997168  x   1.00026630  =   1.00023797
 JC1611
 JC1611:                Primary Azimuth Mark                     Grid Az
 JC1611:SPC MO E     -  FLORISSANT TALL WATER TANK               211 07 31.3
 JC1611:SPC IL W     -  FLORISSANT TALL WATER TANK               211 20 04.2
 JC1611:UTM  15      -  FLORISSANT TALL WATER TANK               209 33 21.3
 JC1611
 JC1611|---------------------------------------------------------------------|
 JC1611| PID    Reference Object                     Distance      Geod. Az  |
 JC1611|                                                           dddmmss.s |
 JC1611| JC1610 FLORISSANT TALL WATER TANK          APPROX. 8.0 KM 2111419.9 |
 JC1611|---------------------------------------------------------------------|
 JC1611
 JC1611                          SUPERSEDED SURVEY CONTROL
 JC1611
 JC1611  NAD 83(1997)-  38 51 49.95798(N)    090 19 08.76886(W) AD(       ) 1
 JC1611  NAD 83(1986)-  38 51 49.97028(N)    090 19 08.76876(W) AD(       ) 1
 JC1611  NAD 27      -  38 51 49.79600(N)    090 19 08.35900(W) AD(       ) 1
 JC1611
 JC1611.Superseded values are not recommended for survey control.
 JC1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1611.See file dsdata.txt to determine how the superseded data were derived.
 JC1611
 JC1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD3260605087(NAD 83)
 JC1611_MARKER: Z = SEE DESCRIPTION
 JC1611_SETTING: 0 = UNSPECIFIED SETTING
 JC1611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1611
 JC1611  HISTORY     - Date     Condition        Report By
 JC1611  HISTORY     - 1887     MONUMENTED       MORC
 JC1611  HISTORY     - 1931     GOOD             CGS
 JC1611  HISTORY     - 1971     GOOD             MORC
 JC1611
 JC1611                          STATION DESCRIPTION
 JC1611
 JC1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 JC1611'ON HIGH BLUFF SOUTH OF MISSOURI RIVER, ABOUT 8 MILES NORTH OF
 JC1611'FLORISSANT, ON LAND OWNED BY J.F. ORELLER, 3525 NORTH BROADWAY,
 JC1611'ST. LOUIS, ABOUT 75 METERS (246 FEET) NORTH OF MAIN HIGHWAY,
 JC1611'ABOUT 40 METERS (131 FEET) EAST OF ROAD RUNNING THROUGH FIELD
 JC1611'AND LEADING OFF HIGHWAY, AND ABOUT ONE-THIRD MILE NORTHWEST OF
 JC1611'WHITE HOUSE SET BACK ON SOUTH SIDE OF HIGHWAY.  TO REACH FROM
 JC1611'FLORISSANT, GO THROUGH TOWN STRAIGHT ACROSS CROSSROAD 0.1 MILE,
 JC1611'NORTHWEST 0.2 MILE, NORTHEAST 0.8 MILE, NORTHWEST 1.0 MILE
 JC1611'ALONG TRANSMISSION LINE, NORTHEAST 2.0 MILES TO CROSSROADS,
 JC1611'STRAIGHT AHEAD (NORTHEAST) 1.1 MILES, NORTHWEST 0.8 MILE TO
 JC1611'TOP OF GRADE, TURN RIGHT JUST BEYOND TOP OF HILL, AND FOLLOW
 JC1611'WAGON TRACK TO STATION SITE.  MARKED BY MISSOURI RIVER
 JC1611'COMMISSION IRON PIPE AND CAP, FLUSH WITH SURFACE OF GROUND.
 JC1611'BEARINGS FROM STATION TO TALLEST SMOKE STACK AT ALTON,
 JC1611'ILL., IS N 83 DEG 29 MIN E, AND TO LOOKOUT TOWER AT
 JC1611'CREVE COEUR IS S 39 DEG 37 MIN W.
 JC1611
 JC1611                          STATION RECOVERY (1971)
 JC1611
 JC1611'RECOVERY NOTE BY MISSOURI RIVER COMMISSION 1971 (HCK)
 JC1611'STATION NOT RECOVERED BUT MIGHT BE IN PLACE.  MAIN HIGHWAY
 JC1611'REFERRED TO IN THE ORIGINAL DESCRIPTION IS DOUGLAS ROAD.  REMAINS
 JC1611'OF WHITE HOUSE REFERRED TO IN ORIGINAL DESCRIPTION WERE FOUND BUT
 JC1611'ENTIRE AREA AT STATION SITE IS THICK SCRUB TREES WITH NO FIELDS
 JC1611'AS REFERRED TO IN ORIGINAL DESCRIPTION WITHIN A HALF MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8560 ***********************************************************************
 AA8560  DESIGNATION -  COMMERCE ECC
 AA8560  PID         -  AA8560
 AA8560  STATE/COUNTY-  MO/ST LOUIS
 AA8560  USGS QUAD   -  FLORISSANT (1998)
 AA8560
 AA8560                         *CURRENT SURVEY CONTROL
 AA8560  ___________________________________________________________________
 AA8560* NAD 83(1997)-  38 51 50.54540(N)    090 19 06.38236(W)     ADJUSTED  
 AA8560* NAVD 88     -       205.4    (meters)     674.     (feet)  GPS OBS   
 AA8560  ___________________________________________________________________
 AA8560  X           -     -27,638.597 (meters)                     COMP
 AA8560  Y           -  -4,972,870.680 (meters)                     COMP
 AA8560  Z           -   3,980,685.116 (meters)                     COMP
 AA8560  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AA8560  ELLIP HEIGHT-         173.97  (meters)          (02/17/00) GPS OBS
 AA8560  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AA8560
 AA8560  HORZ ORDER  -  FIRST
 AA8560  ELLP ORDER  -  FOURTH    CLASS I
 AA8560
 AA8560.The horizontal coordinates were established by GPS observations
 AA8560.and adjusted by the National Geodetic Survey in February 2000..
 AA8560
 AA8560.The orthometric height was determined by GPS observations and a
 AA8560.high-resolution geoid model.
 AA8560
 AA8560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8560
 AA8560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8560
 AA8560.The ellipsoidal height was determined by GPS observations
 AA8560.and is referenced to NAD 83.
 AA8560
 AA8560.The geoid height was determined by GEOID03.
 AA8560
 AA8560;                    North         East     Units Scale Factor Converg.
 AA8560;SPC MO E     -   336,354.020   265,756.940   MT  0.99993639   +0 06 50.1
 AA8560;UTM  15      - 4,305,106.885   732,662.988   MT  1.00026662   +1 41 00.1
 AA8560
 AA8560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8560!SPC MO E     -   0.99997271  x   0.99993639  =   0.99990910
 AA8560!UTM  15      -   0.99997271  x   1.00026662  =   1.00023932
 AA8560
 AA8560                          SUPERSEDED SURVEY CONTROL
 AA8560
 AA8560  NAD 83(1997)-  38 51 50.54592(N)    090 19 06.38244(W) AD(       ) 1
 AA8560  NAD 83(1986)-  38 51 50.55999(N)    090 19 06.37826(W) AD(       ) 1
 AA8560
 AA8560.Superseded values are not recommended for survey control.
 AA8560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8560.See file dsdata.txt to determine how the superseded data were derived.
 AA8560
 AA8560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD3266305107(NAD 83)
 AA8560_MARKER: I = METAL ROD
 AA8560_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA8560+WITH SETTING: INFORMATION.
 AA8560_MARK LOGO: MODNR 
 AA8560_MAGNETIC: I = MARKER IS A STEEL ROD
 AA8560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8560+STABILITY: SURFACE MOTION
 AA8560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8560+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA8560
 AA8560  HISTORY     - Date     Condition        Report By
 AA8560  HISTORY     - 1993     MONUMENTED       MODNR
 AA8560
 AA8560                          STATION DESCRIPTION
 AA8560
 AA8560'DESCRIBED BY MO DEPT OF NAT RES 1993
 AA8560'STATION, AZIMUTH MARKS AND REFERENCE TIES THIS IS A TEMPORARY MARK SET
 AA8560'ABOUT 200 FT (61.0 M) NE OF COMMERCE, MORC, 1931.  IT IS A 30 IN
 AA8560'COPPERWELD ROD AND PLATE WITHOUT STAMPING.  IT IS LOCATED BEHIND
 AA8560'(NORTH OF) HOUSE 3345 DOUGLAS ROAD. IT IS 48.8 FT (14.9 M) EAST OF THE
 AA8560'CENTER LINE OF THE GRAVEL EXTENSION OF THE ASPHALT ENTRANCE DRIVE,
 AA8560'55.40 FT (16.89 M) NE OF A NAIL AT GROUND IN THE NW CORNER POST OF THE
 AA8560'MACHINE SHED BEHIND HOUSE, 35.02 FT (10.67 M) NE OF ANOTHER NAIL AT
 AA8560'BASE OF NE CORNER POST AND 47.7 FT (14.5 M) NW OF THE CENTER OF A 12
 AA8560'IN. PINE TREE. STATION AND AZIMUTH MARK TO REACH TO REACH THE STATION
 AA8560'FROM THE JUNCTION OF LINDBERGH BLVD. (U.S. HWY 67) WITH NEW HALLS
 AA8560'FERRY ROAD (ROUTE AC), GO NW ON NEW HALLS FERRY FOR 2.65 MILES (4.26
 AA8560'KM) TO A STOP SIGN INTERSECTION WITH SHACKELFORD ROAD.  TURN RIGHT AND
 AA8560'FOLLOW SHACKELFORD ROAD EASTERLY FOR 0.1 MILES (0.2 KM) TO
 AA8560'INTERSECTION WITH OLD HALLS FERRY ROAD (WHICH GOES EASTERLY AND
 AA8560'SOUTHEASTERLY).  TURN LEFT AND CONTINUE TO FOLLOW SHACKELFORD ROAD
 AA8560'NORTHEASTERLY FOR 0.95 MILES (1.53 KM) TO INTERSECTION WITH DOUGLAS RD
 AA8560'AT TOP OF A GRADE IN A CURVE RIGHT. TURN LEFT AND FOLLOW DOUGLAS ROAD
 AA8560'NORTHWESTERLY FOR 0.65 MILES (1.05 KM) TO HOUSE 3345 AND STATION ON
 AA8560'THE RIGHT BEHIND HOUSE AS DESCRIBED.  ENTER DRIVE, PARK BEHIND HOUSE
 AA8560'AND NOTIFY MRS. SAUER OF WORK YOU WILL BE DOING. THIS IS A TEMPORARY
 AA8560'STATION TO BE REMOVED BEFORE JUNE, 1993 ON LAND OWNED BY MR. JOHN
 AA8560'LEUCKE, 3357 DOUGLAS ROAD, ST LOUIS, MO 63034, TEL 314/831-4941.  MRS.
 AA8560'RITA SAUER, JOHNS MOTHER OCCUPIES THE HOUSE (3345) AND IS TO BE
 AA8560'NOTIFIED WHEN THE STATION IS TO BE USED.  HER TELEPHONE NUMBER IS
 AA8560'314/837-3257. DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1524 ***********************************************************************
 JC1524  DESIGNATION -  CON
 JC1524  PID         -  JC1524
 JC1524  STATE/COUNTY-  MO/OSAGE
 JC1524  USGS QUAD   -  SUMMERFIELD (1981)
 JC1524
 JC1524                         *CURRENT SURVEY CONTROL
 JC1524  ___________________________________________________________________
 JC1524* NAD 83(1997)-  38 22 15.11565(N)    091 49 26.74937(W)     ADJUSTED  
 JC1524* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 JC1524  ___________________________________________________________________
 JC1524  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 JC1524  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JC1524
 JC1524  HORZ ORDER  -  SECOND
 JC1524
 JC1524.The horizontal coordinates were established by classical geodetic methods
 JC1524.and adjusted by the National Geodetic Survey in February 2000..
 JC1524
 JC1524.The orthometric height was scaled from a topographic map.
 JC1524
 JC1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1524
 JC1524.The geoid height was determined by GEOID03.
 JC1524
 JC1524;                    North         East     Units Scale Factor Converg.
 JC1524;SPC MO C     -   281,811.803   559,062.383   MT  0.99997628   +0 25 10.5
 JC1524;SPC MO E     -   282,425.549   134,294.751   MT  1.00009815   -0 49 19.3
 JC1524;UTM  15      - 4,247,618.991   602,720.715   MT  0.99972994   +0 43 48.0
 JC1524
 JC1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1524!SPC MO C     -   0.99997249  x   0.99997628  =   0.99994877
 JC1524!SPC MO E     -   0.99997249  x   1.00009815  =   1.00007063
 JC1524!UTM  15      -   0.99997249  x   0.99972994  =   0.99970243
 JC1524
 JC1524:                Primary Azimuth Mark                     Grid Az
 JC1524:SPC MO C     -  SWAN                                     002 09 31.2
 JC1524:SPC MO E     -  SWAN                                     003 24 01.0
 JC1524:UTM  15      -  SWAN                                     001 50 53.7
 JC1524
 JC1524|---------------------------------------------------------------------|
 JC1524| PID    Reference Object                     Distance      Geod. Az  |
 JC1524|                                                           dddmmss.s |
 JC1524| JC1520 SWAN                                APPROX. 5.2 KM 0023441.7 |
 JC1524| CQ5488 CON RM 2                             15.497 METERS 00736     |
 JC1524| CQ5487 CON RM 1                             14.778 METERS 11450     |
 JC1524| CQ5486 CON AZ MK                                          1621819.8 |
 JC1524|---------------------------------------------------------------------|
 JC1524
 JC1524                          SUPERSEDED SURVEY CONTROL
 JC1524
 JC1524  NAD 83(1986)-  38 22 15.12979(N)    091 49 26.75160(W) AD(       ) 2
 JC1524  NAD 27      -  38 22 14.97400(N)    091 49 26.14300(W) AD(       ) 2
 JC1524
 JC1524.Superseded values are not recommended for survey control.
 JC1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1524.See file dsdata.txt to determine how the superseded data were derived.
 JC1524
 JC1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC0272147619(NAD 83)
 JC1524_MARKER: DS = TRIANGULATION STATION DISK
 JC1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1524
 JC1524  HISTORY     - Date     Condition        Report By
 JC1524  HISTORY     - 1947     MONUMENTED       CGS
 JC1524  HISTORY     - 1971     GOOD             NGS
 JC1524
 JC1524                          STATION DESCRIPTION
 JC1524
 JC1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1524'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF LINN, ABOUT
 JC1524'3-1/2 MILES SOUTHEAST OF RICH FOUNTAIN, ABOUT 6-1/2 MILES NORTHEAST
 JC1524'OF FREEBURG, ABOUT 1/4 MILE EAST OF THE GASCONADE RIVER, ON A HIGH
 JC1524'KNOLL ON PROPERTY OWNED BY MR WILLIAM ROBERTSON.  IT IS 19
 JC1524'FEET NORTH OF A 12 INCH TRIANGLE BLAZED OAK TREE.  THE DISK IS
 JC1524'STAMPED CON 1947 AND PROJECTS 6 INCHES.
 JC1524'
 JC1524'REFERENCE MARK NO. 1 IS 48.48 FEET EAST-SOUTHEAST OF THE STATION,
 JC1524'AND 44 FEET EAST OF THE TRIANGLE BLAZED OAK TREE.  THE DISK IS
 JC1524'STAMPED CON NO 1 1947 AND PROJECTS 6 INCHES.
 JC1524'
 JC1524'REFERENCE MARK NO. 2 IS 50.84 FEET NORTH OF THE STATION.  THE
 JC1524'DISK IS STAMPED CON NO 2 1947 AND PROJECTS 8 INCHES.
 JC1524'
 JC1524'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH-SOUTHWEST OF THE
 JC1524'STATION, 1 FOOT NORTH OF A FENCE, 8 FEET EAST OF A FENCE CORNER,
 JC1524'AND 58 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN.  THE
 JC1524'DISK IS STAMPED CON 1947 AND PROJECTS 8 INCHES.
 JC1524'
 JC1524'TO REACH THE STATION FROM THE POST OFFICE IN RICH FOUNTAIN, GO
 JC1524'EAST ON COUNTY ROUTE C FOR 3.0 MILE TO THE JUNCTION WITH STATE
 JC1524'HIGHWAY 89.  TURN RIGHT ON HIGHWAY 89, CROSS THE BRIDGE OVER THE
 JC1524'GASCONADE RIVER, AND GO 1.2 MILES TO THE TOP OF THE HILL AND A
 JC1524'WIRE GATE ON THE RIGHT*.  TURN RIGHT, PASS THRU THE GATE, AND
 JC1524'FOLLOW A TRACK ROAD FOR 0.1 MILE TO ANOTHER WIRE GATE AT THE
 JC1524'ENTRANCE TO A WHEAT FIELD.  PASS THRU THE GATE AND 0.3 MILE TO
 JC1524'THE OTHER END OF THE FIELD AND A BOARD GATE.  PASS THRU THE
 JC1524'BOARD GATE, TURN SHARP RIGHT AND FOLLOW THE TOP OF THE RIDGE FOR
 JC1524'0.2 MILE TO THE STATION AS DESCRIBED.
 JC1524'
 JC1524'*TO REACH THE AZIMUTH MARK FROM HERE, GO SOUTH ON HIGHWAY 89
 JC1524'FOR 0.1 MILE TO STATION ADE ON THE RIGHT.  CONTINUE SOUTH FOR
 JC1524'0.7 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, PASS OVER A CATTLE
 JC1524'GUARD, AND GO 0.9 MILE TO THE END OF THE ROAD AT A RANCHHOUSE.
 JC1524'ENTER THE GATE TO THE BARN LOT AND GO TO THE NORTHWEST CORNER OF
 JC1524'THE LOT AND THE MARK AS DESCRIBED.
 JC1524'
 JC1524'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 JC1524
 JC1524                          STATION RECOVERY (1971)
 JC1524
 JC1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1524'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JC1524'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS
 JC1524'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JC1524'FOR RECOVERY.
 JC1524'
 JC1524'THE AZIMUTH MARK IS SOUTHWEST OF MR. ROBERTSON HOUSE AND 0.5
 JC1524'FEET NORTH OF A BOARD FENCE AT THE NORTH SIDE OF BARN LOT.
 JC1524'CLEARING IS REQUIRED AT THE STATION SITE TO SEE THE AZIMUTH MARK.
 JC1524'
 JC1524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 JC1524'MILES SOUTHEAST OF RICH FOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1348 ***********************************************************************
 HD1348  DESIGNATION -  CONCORD
 HD1348  PID         -  HD1348
 HD1348  STATE/COUNTY-  MO/LAWRENCE
 HD1348  USGS QUAD   -  CHESAPEAKE (1969)
 HD1348
 HD1348                         *CURRENT SURVEY CONTROL
 HD1348  ___________________________________________________________________
 HD1348* NAD 83(1997)-  37 06 54.79902(N)    093 43 34.48405(W)     ADJUSTED  
 HD1348* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 HD1348  ___________________________________________________________________
 HD1348  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 HD1348  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HD1348
 HD1348  HORZ ORDER  -  FIRST
 HD1348
 HD1348.The horizontal coordinates were established by classical geodetic methods
 HD1348.and adjusted by the National Geodetic Survey in February 2000..
 HD1348
 HD1348.The orthometric height was scaled from a topographic map.
 HD1348
 HD1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1348
 HD1348.The geoid height was determined by GEOID03.
 HD1348
 HD1348;                    North         East     Units Scale Factor Converg.
 HD1348;SPC MO W     -   105,536.066   918,765.641   MT  0.99999941   +0 28 00.9
 HD1348;SPC MO C     -   142,942.685   391,019.734   MT  1.00007959   -0 44 24.0
 HD1348;UTM  15      - 4,107,901.196   435,478.686   MT  0.99965128   -0 26 17.7
 HD1348
 HD1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1348!SPC MO W     -   0.99993743  x   0.99999941  =   0.99993684
 HD1348!SPC MO C     -   0.99993743  x   1.00007959  =   1.00001702
 HD1348!UTM  15      -   0.99993743  x   0.99965128  =   0.99958873
 HD1348
 HD1348:                Primary Azimuth Mark                     Grid Az
 HD1348:SPC MO W     -  MT VERNON MUNICIPAL STANDPIPE            255 59 45.7
 HD1348:SPC MO C     -  MT VERNON MUNICIPAL STANDPIPE            257 12 10.6
 HD1348:UTM  15      -  MT VERNON MUNICIPAL STANDPIPE            256 54 04.3
 HD1348
 HD1348|---------------------------------------------------------------------|
 HD1348| PID    Reference Object                     Distance      Geod. Az  |
 HD1348|                                                           dddmmss.s |
 HD1348| HD1356 MT VERNON MUNICIPAL STANDPIPE       APPROX. 8.4 KM 2562746.6 |
 HD1348| HD1362 MT VERNON ST SANATORIUM TANK        APPROX. 8.6 KM 2671624.1 |
 HD1348| CQ5489 CONCORD AZ MK                                      2680301.0 |
 HD1348| CQ5490 CONCORD RM 1                         30.906 METERS 30722     |
 HD1348| HD1355 CHEROKEE PIPE LINE STOR TK 301      APPROX. 9.8 KM 3292015.5 |
 HD1348| CQ5491 CONCORD RM 2                         32.060 METERS 34323     |
 HD1348|---------------------------------------------------------------------|
 HD1348
 HD1348                          SUPERSEDED SURVEY CONTROL
 HD1348
 HD1348  NAD 83(1997)-  37 06 54.79970(N)    093 43 34.48418(W) AD(       ) 1
 HD1348  NAD 83(1997)-  37 06 54.80976(N)    093 43 34.48534(W) AD(       ) 1
 HD1348  NAD 83(1986)-  37 06 54.81143(N)    093 43 34.48361(W) AD(       ) 1
 HD1348  NAD 27      -  37 06 54.61760(N)    093 43 33.75000(W) AD(       ) 1
 HD1348
 HD1348.Superseded values are not recommended for survey control.
 HD1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1348.See file dsdata.txt to determine how the superseded data were derived.
 HD1348
 HD1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB3547907901(NAD 83)
 HD1348_MARKER: DS = TRIANGULATION STATION DISK
 HD1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1348+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 HD1348
 HD1348  HISTORY     - Date     Condition        Report By
 HD1348  HISTORY     - 1959     MONUMENTED       CGS
 HD1348  HISTORY     - 20040608 GOOD             GEOCAC
 HD1348
 HD1348                          STATION DESCRIPTION
 HD1348
 HD1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1348'THE STATION IS ABOUT 5 MILES EAST OF MT VERNON, ON THE NORTH
 HD1348'SIDE OF U.S. HIGHWAY 166, IN THE SW 1/4 OF SEC. 24, T. 28 N.,
 HD1348'R. 26 W., 109 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 HD1348'85 FEET NORTH OF THE CENTERLINE OF HIGHWAY 166, 7 FEET SOUTH OF
 HD1348'A WITNESS POST AND 7 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT
 HD1348'IS FLUSH AND THE DISK IS STAMPED CONCORD 1959.
 HD1348'
 HD1348'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39
 HD1348'AND U.S. HIGHWAY 166 AT THE EAST EDGE OF MT. VERNON, GO
 HD1348'NORTHEAST AND EAST ON HIGHWAY 166 FOR 2.85 MILES TO A JUNCTION
 HD1348'WITH COUNTY ROAD CC.  CONTINUE EASTERLY ON HIGHWAY 166 FOR
 HD1348'1.55 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST
 HD1348'ON HIGHWAY 166 FOR 0.6 MILE TO A DRIVEWAY ON THE LEFT AND
 HD1348'THE STATION EAST OF THE DRIVEWAY, ON THE NORTH SIDE OF HIGHWAY
 HD1348'166.
 HD1348'
 HD1348'REFERENCE MARK 1 IS 36 FEET NORTHEAST OF A TWIN TRUNK MAPLE
 HD1348'TREE, 23 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 9
 HD1348'FEET NORTH OF THE CENTER OF A GATE AND 6 INCHES WEST OF A
 HD1348'WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HD1348'STAMPED CONCORD NO 1 1959.
 HD1348'
 HD1348'REFERENCE MARK 2 IS 28 FEET EAST OF THE SOUTHWEST CORNER
 HD1348'OF A BARN, 9 FEET WEST OF THE CENTER OF A GATE AND 6 INCHES
 HD1348'SOUTH OF THE SOUTHEAST CORNER OF THE BARN.  THE MONUMENT PROJECTS
 HD1348'4 INCHES AND THE DISK IS STAMPED CONCORD NO 2 1959.
 HD1348'
 HD1348'THE AZIMUTH MARK IS 74 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 HD1348'166, 3 FEET EAST OF A WITNESS POST, 1 FOOT EAST OF A POWER POLE
 HD1348'AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 HD1348'2 INCHES AND THE DISK IS STAMPED CONCORD 1959.
 HD1348'
 HD1348'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1348
 HD1348                          STATION RECOVERY (2004)
 HD1348
 HD1348'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 HD1348'STATION AND AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1687 ***********************************************************************
 GD1687  DESIGNATION -  CONCORD
 GD1687  PID         -  GD1687
 GD1687  STATE/COUNTY-  MO/PEMISCOT
 GD1687  USGS QUAD   -  STANLEY (1971)
 GD1687
 GD1687                         *CURRENT SURVEY CONTROL
 GD1687  ___________________________________________________________________
 GD1687* NAD 83(1997)-  36 17 52.08176(N)    089 41 58.69936(W)     ADJUSTED  
 GD1687* NAVD 88     -        83.9    (meters)     275.     (feet)  VERTCON   
 GD1687  ___________________________________________________________________
 GD1687  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 GD1687  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GD1687
 GD1687  HORZ ORDER  -  SECOND
 GD1687
 GD1687.The horizontal coordinates were established by classical geodetic methods
 GD1687.and adjusted by the National Geodetic Survey in February 2000..
 GD1687
 GD1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1687
 GD1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1687
 GD1687.The geoid height was determined by GEOID03.
 GD1687
 GD1687;                    North         East     Units Scale Factor Converg.
 GD1687;SPC MO E     -    51,831.183   321,887.150   MT  0.99999698   +0 28 25.8
 GD1687;SPC TN       -   224,239.008   267,771.003   MT  0.99998108   -2 09 57.3
 GD1687;SPC TN       -   735,690.81    878,512.03   sFT  0.99998108   -2 09 57.3
 GD1687;UTM  16      - 4,020,362.051   257,578.988   MT  1.00032414   -1 35 56.1
 GD1687
 GD1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1687!SPC MO E     -   0.99999130  x   0.99999698  =   0.99998828
 GD1687!SPC TN       -   0.99999130  x   0.99998108  =   0.99997238
 GD1687!UTM  16      -   0.99999130  x   1.00032414  =   1.00031544
 GD1687
 GD1687:                Primary Azimuth Mark                     Grid Az
 GD1687:SPC MO E     -  PORTAGEVILLE MUNICIPAL TANK              359 59 50.5
 GD1687:SPC TN       -  PORTAGEVILLE MUNICIPAL TANK              002 38 13.6
 GD1687:UTM  16      -  PORTAGEVILLE MUNICIPAL TANK              002 04 12.4
 GD1687
 GD1687|---------------------------------------------------------------------|
 GD1687| PID    Reference Object                     Distance      Geod. Az  |
 GD1687|                                                           dddmmss.s |
 GD1687| GD1704 PORTAGEVILLE MUNICIPAL TANK         APPROX.14.1 KM 0002816.3 |
 GD1687| GD1705 PORTAGEVILLE SWIFT AND CO TANK      APPROX.15.5 KM 0032401.3 |
 GD1687| CG3827 CONCORD RM 1                         34.045 METERS 15810     |
 GD1687| CG3829 CONCORD RM 3                         34.113 METERS 15817     |
 GD1687| GD1691 CONCORD RM 4                         15.825 METERS 18015     |
 GD1687| GD1692 CONCORD AZ MK 2                     APPROX. 0.9 KM 1801711.6 |
 GD1687| CU5343 CONCORD AZ MK                                      2180846.2 |
 GD1687| CG3828 CONCORD RM 2                         24.219 METERS 25208     |
 GD1687| CG3826 CONCORD AZ MK RESET                                3561348.4 |
 GD1687|---------------------------------------------------------------------|
 GD1687
 GD1687                          SUPERSEDED SURVEY CONTROL
 GD1687
 GD1687  NAD 83(1997)-  36 17 52.08229(N)    089 41 58.69929(W) AD(       ) 2
 GD1687  NAD 83(1997)-  36 17 52.08744(N)    089 41 58.69758(W) AD(       ) 2
 GD1687  NAD 83(1997)-  36 17 52.08688(N)    089 41 58.69639(W) AD(       ) 2
 GD1687  NAD 83(1986)-  36 17 52.09293(N)    089 41 58.69735(W) AD(       ) 2
 GD1687  NAD 27      -  36 17 51.85050(N)    089 41 58.41020(W) AD(       ) 2
 GD1687  NGVD 29 (07/19/86)   83.8    (m)          275.     (f) VERT ANG       
 GD1687
 GD1687.Superseded values are not recommended for survey control.
 GD1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1687.See file dsdata.txt to determine how the superseded data were derived.
 GD1687
 GD1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5757920362(NAD 83)
 GD1687_MARKER: DS = TRIANGULATION STATION DISK
 GD1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1687
 GD1687  HISTORY     - Date     Condition        Report By
 GD1687  HISTORY     - 1953     MONUMENTED       CGS
 GD1687  HISTORY     - 1969     GOOD             USGS
 GD1687  HISTORY     - 1970     GOOD             NGS
 GD1687  HISTORY     - 1977     GOOD             NGS
 GD1687  HISTORY     - 20040210 MARK NOT FOUND   USACE
 GD1687
 GD1687                          STATION DESCRIPTION
 GD1687
 GD1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1687'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHEAST OF HAYTI IN THE
 GD1687'NORTHEAST CORNER OF THE GROUNDS OF SCHOOL DISTRICT NO. 4, 80 FEET
 GD1687'EAST NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUS GARAGE, 43
 GD1687'FEET WEST OF A NORTH-SOUTH FENCE LINE AND 16 FEET SOUTH OF AN
 GD1687'EAST-WEST FENCE LINE.  IT IS SET FLUSH AND IS STAMPED CONCORD
 GD1687'1953.
 GD1687'
 GD1687'REFERENCE MARK NO. 1 IS 48 FEET EAST NORTHEAST OF A REST ROOM AND 1
 GD1687'FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS
 GD1687'STAMPED CONCORD NO 1 1953.
 GD1687'
 GD1687'REFERENCE MARK NO. 2 IS 42 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 GD1687'1 FOOT EAST OF THE NORTHEAST CORNER OF THE SCHOOL BUS GARAGE.  IT
 GD1687'PROJECTS 3 INCHES AND IS STAMPED CONCORD NO 2 1953.
 GD1687'
 GD1687'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 141.47 FEET.
 GD1687'
 GD1687'THE AZIMUTH MARK IS 77 FEET WEST OF THE CENTER OF U.S. HIGHWAY 61, 25
 GD1687'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET NORTHEAST OF A
 GD1687'WITNESS POST AND 1.5 FEET SOUTHEAST OF A TELEPHONE POLE.  IT
 GD1687'PROJECTS 2 INCHES AND IS STAMPED CONCORD 1953.
 GD1687'
 GD1687'TO REACH THE STATION FROM THE POST OFFICE IN HAYTI GO EAST AND THEN
 GD1687'NORTH ON SOUTH FOURTH STREET FOR 0.2 MILE TO STATE HIGHWAY 84, TURN
 GD1687'RIGHT AND GO EAST ON STATE HIGHWAY 84 FOR 0.4 MILE TO THE JUNCTION
 GD1687'WITH U.S. HIGHWAY 61, TURN LEFT AND GO NORTH ON U.S. HIGHWAY 61
 GD1687'FOR 4.3 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST
 GD1687'ANGLE, CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.5 MILE TO A T ROAD
 GD1687'RIGHT, TURN RIGHT AND GO EAST, PASSING TO THE NORTH OF THE
 GD1687'SCHOOL, FOR 0.15 MILE TO THE NORTHEAST CORNER OF THE GROUNDS AND
 GD1687'THE STATION AS DESCRIBED.
 GD1687'
 GD1687'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 GD1687
 GD1687                          STATION RECOVERY (1969)
 GD1687
 GD1687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD1687'AZIMUTH MARK FOR TRIANGULATION STATION CONCORD COULD NOT BE FOUND.
 GD1687'
 GD1687'INTERSTATE HIGHWAY CONSTRUCTION IN THE AREA MAY HAVE DESTROYED MARK.
 GD1687'
 GD1687'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - STATION LOCATED
 GD1687'ABOUT 5 MILES NORTHEAST OF HAYTI.
 GD1687
 GD1687                          STATION RECOVERY (1970)
 GD1687
 GD1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1687'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 GD1687'CONDITION.  THE TOP OF THE CONCRETE MONUMENT FOR REFERENCE MARK NO.
 GD1687'1 HAD BEEN SHEARED OFF BY GRADING EQUIPMENT.  THE AZIMUTH MARK WAS
 GD1687'NOT FOUND AND HAS SURELY BEEN DESTROYED BY CONSTRUCTION ALONG
 GD1687'INTERSTATE ROUTE 55.  A NEW REFERENCE MARK NO. 3 AND AZIMUTH MARK
 GD1687'WERE ESTABLISHED THIS DATE.  THE STATION WAS OCCUPIED AND
 GD1687'THE HORIZONTAL ANGLES OBSERVED USING POSITIONED INTERSECTION
 GD1687'STATION PORTAGEVILLE, MUNICIPAL WATER TANK 1929 1953 AS THE
 GD1687'INITIAL.
 GD1687'
 GD1687'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1687'
 GD1687'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF PORTAGEVILLE AND 5
 GD1687'MILES NORTH-NORTHEAST OF HAYTI, IN THE NORTHEAST CORNER OF THE SCHOOL
 GD1687'GROUNDS OF THE CONSOLIDATED DISTRICT NO. 4 SCHOOL.
 GD1687'
 GD1687'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 162 AND
 GD1687'INTERSTATE ROUTE 55 AT THE SOUTHEAST CORNER OF PORTAGEVILLE, GO
 GD1687'SOUTHERLY ON INTERSTATE ROUTE 55 FOR 5.3 MILES TO THE COUNTY ROUTE
 GD1687'A INTERCHANGE.  HERE TURN LEFT CROSSING OVER THE INTERSTATE FOR
 GD1687'ABOUT 0.1 OF A MILE TO COUNTY ROUTE BB ON THE RIGHT, TURN RIGHT
 GD1687'ONTO COUNTY ROUTE BB AND GO SOUTHERLY FOR 1.0 MILE TO WHERE COUNTY
 GD1687'ROUTE BB TURNS SHARP LEFT.  HERE CONTINUE SOUTHERLY ON THE EAST
 GD1687'OUTER ROAD FOR 1.9 MILES TO A GRAVELED ROAD LEFT AND THE AZIMUTH
 GD1687'MARK IN THE SOUTHEAST ANGLE AS DESCRIBED.  CONTINUE SOUTHERLY ON
 GD1687'THE OUTER LOOP ROAD FOR 0.8 OF A MILE THE SCHOOL ON THE LEFT AND
 GD1687'THE STATION IN NORTHEAST CORNER OF SCHOOL GROUNDS AS DESCRIBED.
 GD1687'NOTE - WHEN INTERSTATE ROUTE 55 IS COMPLETED, THIS STATION CAN BE
 GD1687'REACHED FROM THE INTERCHANGE EAST OF HAYTI BY GOING NORTHERLY ON THE
 GD1687'EAST OUTER LOOP ROAD FOR APPROXIMATELY 5 MILES TO THE
 GD1687'SCHOOL AND STATION ON THE RIGHT AS DESCRIBED.
 GD1687'
 GD1687'THE STATION IS 203 FEET EAST OF THE NORTHEAST CORNER OF A BRICK
 GD1687'BUILDING, 123 FEET NORTH OF THE NORTHEAST CORNER OF A LARGE,
 GD1687'CONCRETE BLOCK, INCINERATOR, 112 FEET NORTHWEST OF A METAL WITNESS
 GD1687'POST, AND 80 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL
 GD1687'GARAGE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GD1687'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CONCORD 1953.
 GD1687'
 GD1687'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF THE NORTHEAST CORNER OF THE
 GD1687'SCHOOL GARAGE AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 GD1687'A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1687'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED CONCORD NO 2
 GD1687'1953.
 GD1687'
 GD1687'REFERENCE MARK NO. 3 IS 245 FEET EAST OF THE NORTHEAST CORNER OF
 GD1687'THE BRICK SCHOOL BUILDING, 160 FEET EAST OF A 60-INCH OAK TREE, 127
 GD1687'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL GARAGE, 48
 GD1687'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE INCINERATOR, 1.0 FOOT
 GD1687'WEST OF A METAL WITNESS POST AND SIGN, AND AT THE WEST EDGE OF A
 GD1687'CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1687'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 GD1687'DISK IS STAMPED CONCORD 1953 NO 3 1970.
 GD1687'
 GD1687'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GD1687'REFERENCE MARK NO. 3 IS 141.54 FEET - (43.141) METERS.
 GD1687'
 GD1687'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GD1687'GRAVELED ROAD EAST, 18 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GD1687'EAST OUTER LOOP ROAD, 8 INCHES SOUTH OF THE NORTH END OF A CONCRETE
 GD1687'CULVERT HEADWALL ON THE EAST SIDE OF THE OUTER LOOP ROAD, AND
 GD1687'ABOUT 1 FOOT BELOW THE ROAD LEVEL.  IT IS A STANDARD DISK CEMENTED
 GD1687'IN A DRILL HOLE IN THE CONCRETE HEADWALL AND THE DISK IS
 GD1687'STAMPED CONCORD 1953 1970.
 GD1687'
 GD1687'NOTE - IF THE STATION IS REACHED FROM HAYTI, TO REACH THE AZIMUTH
 GD1687'MARK FROM THE EAST OUTER LOOP ROAD JUST WEST OF THE STATION, GO
 GD1687'NORTH ON THE EAST OUTER LOOP ROAD FOR 0.8 OF A MILE TO A GRAVELED T
 GD1687'ROAD RIGHT, EAST, AND THE MARK IN THE SOUTHEAST ANGLE AS
 GD1687'DESCRIBED.
 GD1687
 GD1687                          STATION RECOVERY (1977)
 GD1687
 GD1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1687'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK
 GD1687'WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS
 GD1687'DESTROYED AND A REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.
 GD1687'THE AZIMUTH MARK IS NO LONGER VG, BEING BLOCKED BY A BUILDING.
 GD1687'AN AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  A LONGER
 GD1687'DISTANCE OF 0.016 METER TO REFERENCE MARK 2 WAS NOTED AND
 GD1687'VERIFIED.  A COMPLETE DESCRIPTION FOLLOWS.
 GD1687'
 GD1687'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF PORTAGEVILLE,
 GD1687'5 MILES NORTH-NORTHEAST OF HAYTI, IN THE NORTHWEST CORNER
 GD1687'OF A SCHOOL GROUND.
 GD1687'
 GD1687'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 GD1687'55 AND STATE ROUTE BB, A, AND K, ABOUT 5 MILES SOUTH OF
 GD1687'PORTAGEVILLE, GO EAST ON COUNTY ROUTE BB FOR 0.1 MILE TO A
 GD1687'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON FRONTAGE ROAD,
 GD1687'ALONG EAST SIDE OF THE INTERSTATE, FOR 1.05 MILES TO A SIDE ROAD
 GD1687'LEFT.  CONTINUE AHEAD SOUTH FOR 2.55 MILES TO A SIDE ROAD
 GD1687'RIGHT AT A INTERSTATE HIGHWAY OVERPASS.  CONTINUE AHEAD SOUTH
 GD1687'FOR 0.15 MILE TO A GRAVEL SIDE ROAD ON THE LEFT AT THE SOUTH
 GD1687'END OF A RAMP, TURN LEFT TO A T-ROAD JUNCTION.  TURN LEFT AND
 GD1687'GO NORTH ON GRAVEL ROAD FOR 0.05 MILE TO A SCHOOL BUILDING
 GD1687'ON THE RIGHT AND THE STATION IN THE NORTHEAST CORNER OF THE
 GD1687'SCHOOL YARD BEHIND THE SCHOOL BUILDING.  TO REACH THE
 GD1687'AZIMUTH MARK FROM THE STATION GO NORTH ON FRONTAGE ROAD FOR
 GD1687'0.8 MILE AND THE MARK ON THE RIGHT, EAST SIDE OF THE ROAD.
 GD1687'TO REACH AZIMUTH MARK 2 AND BM N 273, FROM THE STATION, GO
 GD1687'SOUTH ON GRAVEL ROAD FOR 0.4 MILE TO A T-ROAD.  TURN LEFT
 GD1687'AND GO EAST ON GRAVEL ROAD FOR 0.15 MILE TO A REVERSE FORK.
 GD1687'TURN SHARP RIGHT, CROSSING CATTLEGUARD, AND GO SOUTH ON
 GD1687'LEVEE ROAD FOR 0.1 MILE TO BM N 273 ON THE RIGHT.
 GD1687'CONTINUE SOUTH FOR 0.05 MILE TO AZIMUTH MARK 2 ON THE
 GD1687'RIGHT.
 GD1687'
 GD1687'THE STATION MARKS, STAMPED---CONCORD 1953---, ARE STANDARD DISKS
 GD1687'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GD1687'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 81 FEET EAST-
 GD1687'NORTHEAST OF THE NORTHEAST CORNER OF AN OLD BUILDING FOUNDATION,
 GD1687'AND 38 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD.  AN
 GD1687'UNDERGROUND DISK WAS SET IN AN IRREGULAR MASS OF CONCRETE BELOW
 GD1687'THE GROUND SURFACE ACCORDING TO THE 1953 DESCRIPTION.
 GD1687'
 GD1687'REFERENCE MARK 2, STAMPED---CONCORD NO 2 1953---, IS A STANDARD
 GD1687'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 GD1687'PROJECTS 3 INCHES.  IT IS 39 FEET SOUTH OF THE SOUTH EDGE OF
 GD1687'A CULTIVATED FIELD, AND 1.7 FEET EAST OF THE NORTHEAST CORNER
 GD1687'OF A 20 X 30 FOOT CONCRETE FOUNDATION.
 GD1687'
 GD1687'REFERENCE MARK 4, STAMPED---CONCORD 1953 NO 4 1977---, IS A
 GD1687'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 GD1687'IS FLUSH WITH THE GROUND.  IT IS 77 FEET EAST OF THE SOUTHEAST
 GD1687'CORNER OF A CONCRETE FOUNDATION, AND 38 FEET WEST OF THE WEST
 GD1687'EDGE OF A CULTIVATED FIELD.
 GD1687'
 GD1687'THE AZIMUTH MARK, STAMPED---CONCORD 1953 1970---, IS A STANDARD
 GD1687'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE HEADWALL OF A
 GD1687'CONCRETE CULVERT.  IT IS 6 INCHES SOUTH OF THE NORTH END OF THE
 GD1687'CONCRETE HEADWALL, 37 FEET SOUTH OF CENTER OF A GRAVEL ROAD, 20
 GD1687'FEET EAST OF CENTER OF A PAVED ROAD.
 GD1687'
 GD1687'AZIMUTH MARK 2, STAMPED---CONCORD 1953 NO 2 1977---, IS A
 GD1687'STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT
 GD1687'THAT IS FLUSH WITH THE GROUND.  IT IS 81 FEET EAST OF A
 GD1687'FENCELINE, 14 FEET WEST OF CENTER OF THE LEVEE ROAD, AND 4 FEET
 GD1687'SOUTHWEST OF A METAL WITNESS POST.
 GD1687'
 GD1687'BM N 273, STAMPED---N 273 1976---, IS A STANDARD BENCH
 GD1687'MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER ROD
 GD1687'THAT IS 6 INCHES BELOW THE GROUND SURFACE AND SURROUNDED
 GD1687'BY A 4-INCH PLASTIC PIPE WITH CAP.
 GD1687'IT IS 18 FEET WEST OF CENTER OF THE LEVEE ROAD, 2.5 FEET EAST
 GD1687'OF MILEPOST MARKER 20, AND 1.5 FEET SOUTHEAST OF A METAL
 GD1687'WITNESS POST.
 GD1687'
 GD1687'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 GD1687'REFERENCE MARKS AND AZIMUTH MARK 2.
 GD1687'HEIGHT OF LIGHT ABOVE MARK WAS 1.4 METERS.
 GD1687
 GD1687                          STATION RECOVERY (2004)
 GD1687
 GD1687'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2740 ***********************************************************************
 JD2740  DESIGNATION -  CONCORDIA MUNICIPAL STANDPIPE
 JD2740  PID         -  JD2740
 JD2740  STATE/COUNTY-  MO/LAFAYETTE
 JD2740  USGS QUAD   -  CONCORDIA (1981)
 JD2740
 JD2740                         *CURRENT SURVEY CONTROL
 JD2740  ___________________________________________________________________
 JD2740* NAD 83(1997)-  38 59 07.42865(N)    093 34 30.40362(W)     ADJUSTED  
 JD2740* NAVD 88     -                                                        
 JD2740  ___________________________________________________________________
 JD2740  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 JD2740  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2740
 JD2740  HORZ ORDER  -  THIRD
 JD2740
 JD2740.The horizontal coordinates were established by classical geodetic methods
 JD2740.and adjusted by the National Geodetic Survey in February 2000..
 JD2740
 JD2740
 JD2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2740
 JD2740.The geoid height was determined by GEOID03.
 JD2740
 JD2740;                    North         East     Units Scale Factor Converg.
 JD2740;SPC MO W     -   313,235.224   930,132.198   MT  1.00002022   +0 34 54.8
 JD2740;UTM  15      - 4,315,313.334   450,189.622   MT  0.99963055   -0 21 42.6
 JD2740
 JD2740                          SUPERSEDED SURVEY CONTROL
 JD2740
 JD2740  NAD 83(1997)-  38 59 07.43053(N)    093 34 30.40489(W) AD(       ) 4
 JD2740  NAD 83(1986)-  38 59 07.43568(N)    093 34 30.40366(W) AD(       ) 4
 JD2740  NAD 27      -  38 59 07.38655(N)    093 34 29.63470(W) AD(       ) 3
 JD2740
 JD2740.Superseded values are not recommended for survey control.
 JD2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2740.See file dsdata.txt to determine how the superseded data were derived.
 JD2740
 JD2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5019015313(NAD 83)
 JD2740_MARKER: 52 = STANDPIPE TANK
 JD2740
 JD2740  HISTORY     - Date     Condition        Report By
 JD2740  HISTORY     - 1962     FIRST OBSERVED   CGS
 JD2740  HISTORY     - 20050429 GOOD             GEOCAC
 JD2740
 JD2740                          STATION DESCRIPTION
 JD2740
 JD2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 JD2740'THE STATION IS THE VENTILATOR ATOP THE STANDPIPE, LOCATED AT
 JD2740'THE NORTHWEST EDGE OF CONCORDIA, 1/2 BLOCK NORTH OF THE
 JD2740'INTERSECTION OF 5TH STREET AND LORIEN STREET AND ON THE WEST
 JD2740'SIDE OF LORIEN STREET.
 JD2740'
 JD2740'THE STANDPIPE IS MADE OF STEEL, PAINTED SILVER WITH CONCORDIA
 JD2740'PAINTED BLACK VERTICALLY ON THE NORTH SIDE, ABOUT 25 FEET IN
 JD2740'DIAMETER AND HAS AN OVERALL HEIGHT OF 105 FEET.
 JD2740
 JD2740                          STATION RECOVERY (2005)
 JD2740
 JD2740'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD2740'THE STANDPIPE IS MADE OF STEEL, PAINTED PALE GREEN WITH CONCORDIA
 JD2740'PAINTED BLACK VERTICALLY ON THE NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2741 ***********************************************************************
 JD2741  DESIGNATION -  CONCORDIA MUNICIPAL TANK
 JD2741  PID         -  JD2741
 JD2741  STATE/COUNTY-  MO/LAFAYETTE
 JD2741  USGS QUAD   -  CONCORDIA (1981)
 JD2741
 JD2741                         *CURRENT SURVEY CONTROL
 JD2741  ___________________________________________________________________
 JD2741* NAD 83(1997)-  38 58 59.64440(N)    093 34 08.74762(W)     ADJUSTED  
 JD2741* NAVD 88     -                                                        
 JD2741  ___________________________________________________________________
 JD2741  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 JD2741  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2741
 JD2741  HORZ ORDER  -  THIRD
 JD2741
 JD2741.The horizontal coordinates were established by classical geodetic methods
 JD2741.and adjusted by the National Geodetic Survey in February 2000..
 JD2741
 JD2741
 JD2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2741
 JD2741.The geoid height was determined by GEOID03.
 JD2741
 JD2741;                    North         East     Units Scale Factor Converg.
 JD2741;SPC MO W     -   313,000.495   930,655.848   MT  1.00002125   +0 35 08.4
 JD2741;UTM  15      - 4,315,070.107   450,709.133   MT  0.99962992   -0 21 28.9
 JD2741
 JD2741                          SUPERSEDED SURVEY CONTROL
 JD2741
 JD2741  NAD 83(1997)-  38 58 59.64624(N)    093 34 08.74877(W) AD(       ) 4
 JD2741  NAD 83(1986)-  38 58 59.65146(N)    093 34 08.74773(W) AD(       ) 4
 JD2741  NAD 27      -  38 58 59.58802(N)    093 34 07.97416(W) AD(       ) 3
 JD2741
 JD2741.Superseded values are not recommended for survey control.
 JD2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2741.See file dsdata.txt to determine how the superseded data were derived.
 JD2741
 JD2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5070915070(NAD 83)
 JD2741_MARKER: L = ABSOLUTE GRAVITY STATION PLUG
 JD2741
 JD2741  HISTORY     - Date     Condition        Report By
 JD2741  HISTORY     - 1949     MONUMENTED       CGS
 JD2741  HISTORY     - 1962     GOOD             CGS
 JD2741  HISTORY     - 20050429 MARK NOT FOUND   GEOCAC
 JD2741
 JD2741                          STATION DESCRIPTION
 JD2741
 JD2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JD2741'LOCATED IN THE NORTHEAST CORNER OF 6TH. AND GARDEN STREETS AND
 JD2741'ONE BLOCK WEST OF THE BUSINESS DISTRICT.  IT IS SUPPORTED BY A FOUR
 JD2741'LEGGED STEEL STRUCTURE AND THE OVERALL HEIGHT IS 100 FEET.  THE
 JD2741'POINT OBSERVED UPON WAS THE BALL ATOP THE TANK.
 JD2741
 JD2741                          STATION RECOVERY (1962)
 JD2741
 JD2741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 JD2741'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 JD2741
 JD2741                          STATION RECOVERY (2005)
 JD2741
 JD2741'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD2741'THE TANK APPEARS TO HAVE BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1850 ***********************************************************************
 JD1850  DESIGNATION -  CONCORDIA RESET
 JD1850  PID         -  JD1850
 JD1850  STATE/COUNTY-  MO/LAFAYETTE
 JD1850  USGS QUAD   -  CONCORDIA (1981)
 JD1850
 JD1850                         *CURRENT SURVEY CONTROL
 JD1850  ___________________________________________________________________
 JD1850* NAD 83(1986)-  38 58 41.     (N)    093 31 31.     (W)     SCALED    
 JD1850* NAVD 88     -       240.84   (meters)     790.2    (feet)  RESET     
 JD1850  ___________________________________________________________________
 JD1850  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1850
 JD1850  VERT ORDER  -  THIRD
 JD1850
 JD1850.The horizontal coordinates were scaled from a topographic map and have
 JD1850.an estimated accuracy of +/- 6 seconds.
 JD1850
 JD1850.The orthometric height was computed from unverified reset data.
 JD1850
 JD1850.The geoid height was determined by GEOID03.
 JD1850
 JD1850;                    North         East    Units  Estimated Accuracy
 JD1850;SPC MO W     -   312,470.      934,460.      MT  (+/- 180 meters Scaled)
 JD1850
 JD1850                          SUPERSEDED SURVEY CONTROL
 JD1850
 JD1850.No superseded survey control is available for this station.
 JD1850
 JD1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD545144(NAD 83)
 JD1850_MARKER: DS = TRIANGULATION STATION DISK
 JD1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1850_STAMPING: CONCORDIA 1949 1972
 JD1850_MARK LOGO: CGS   
 JD1850_PROJECTION: FLUSH
 JD1850_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1850+STABILITY: SURFACE MOTION
 JD1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD1850+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1993
 JD1850
 JD1850  HISTORY     - Date     Condition        Report By
 JD1850  HISTORY     - 1972     MONUMENTED       NGS
 JD1850  HISTORY     - 19930126 SEE DESCRIPTION  MODNR
 JD1850
 JD1850                          STATION DESCRIPTION
 JD1850
 JD1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JD1850'2.5 MI E FROM CONCORDIA.
 JD1850'TO REACH THE MARK FROM ST PAULS LUTHERAN CHURCH IN CONCORDIA,
 JD1850'GO NORTH ON MAIN STREET FOR 0.3 MILE TO FIRST STREET.  TURN RIGHT
 JD1850'AND GO EAST ON FIRST STREET, SURFACED ROAD, FOR 2.0 MILES TO
 JD1850'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED
 JD1850'ROAD FOR 0.6 MILE TO RAILROAD TRACK.  CROSS THE TRACK, THEN
 JD1850'TURN LEFT AND GO EAST ON A FIELD ROAD FOR 0.4 MILE TO THE MARK
 JD1850'ON THE RIGHT.  IT IS 153.16 FEET EAST-SOUTHEAST OF REFERENCE
 JD1850'MARK 4, 79.94 FEET WEST-SOUTHWEST OF REFERENCE MARK 3, 65.70 FEET
 JD1850'EAST-SOUTHEAST OF REFERENCE MARK 2, 52 FEET SOUTH OF THE SOUTH
 JD1850'RAIL OF THE RAILROAD TRACK, 13 FEET SOUTH OF A METAL WITNESS
 JD1850'POST AND SET IN THE TOP OF A 16 INCH CYLINDRICAL CONCRETE
 JD1850'MONUMENT THAT IS 14 INCHES BELOW THE GROUND SURFACE.
 JD1850
 JD1850                          STATION RECOVERY (1993)
 JD1850
 JD1850'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 JD1850'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE RAILROAD BED HAS
 JD1850'BEEN REMOVED AND GRADED LEVEL WITH THE FIELD, THE RMS WERE DESTROYED.
 JD1850'THE LANDOWNER STATED THE STATION IS BELOW THE GROUND AND BEING IN AN
 JD1850'OPEN FIELD WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1848 ***********************************************************************
 JD1848  DESIGNATION -  CONCORDIA RM 2
 JD1848  PID         -  JD1848
 JD1848  STATE/COUNTY-  MO/LAFAYETTE
 JD1848  USGS QUAD   -  CONCORDIA (1981)
 JD1848
 JD1848                         *CURRENT SURVEY CONTROL
 JD1848  ___________________________________________________________________
 JD1848* NAD 83(1986)-  38 58 41.     (N)    093 31 31.     (W)     SCALED    
 JD1848* NAVD 88     -       241.516  (meters)     792.37   (feet)  ADJUSTED  
 JD1848  ___________________________________________________________________
 JD1848  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1848  DYNAMIC HT  -         241.361 (meters)     791.87  (feet)  COMP
 JD1848  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 JD1848
 JD1848  VERT ORDER  -  SECOND    CLASS 0
 JD1848
 JD1848.The horizontal coordinates were scaled from a topographic map and have
 JD1848.an estimated accuracy of +/- 6 seconds.
 JD1848
 JD1848.The orthometric height was determined by differential leveling
 JD1848.and adjusted by the National Geodetic Survey in June 1991..
 JD1848
 JD1848.The geoid height was determined by GEOID03.
 JD1848
 JD1848.The dynamic height is computed by dividing the NAVD 88
 JD1848.geopotential number by the normal gravity value computed on the
 JD1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1848.degrees latitude (g = 980.6199 gals.).
 JD1848
 JD1848.The modeled gravity was interpolated from observed gravity values.
 JD1848
 JD1848;                    North         East    Units  Estimated Accuracy
 JD1848;SPC MO W     -   312,470.      934,460.      MT  (+/- 180 meters Scaled)
 JD1848
 JD1848                          SUPERSEDED SURVEY CONTROL
 JD1848
 JD1848  NGVD 29 (??/??/92)  241.427  (m)          792.08   (f) ADJ UNCH    2 0
 JD1848
 JD1848.Superseded values are not recommended for survey control.
 JD1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1848.See file dsdata.txt to determine how the superseded data were derived.
 JD1848
 JD1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD545144(NAD 83)
 JD1848_MARKER: Z = SEE DESCRIPTION
 JD1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1848_STAMPING: CONCORDIA NO 2 1949
 JD1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1848+STABILITY: SURFACE MOTION
 JD1848
 JD1848  HISTORY     - Date     Condition        Report By
 JD1848  HISTORY     - 1949     MONUMENTED       CGS
 JD1848  HISTORY     - 1972     GOOD             NGS
 JD1848
 JD1848                          STATION DESCRIPTION
 JD1848
 JD1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JD1848'2.5 MI E FROM CONCORDIA.
 JD1848'TO REACH THE MARK FROM ST PAULS LUTHERAN CHURCH IN CONCORDIA,
 JD1848'GO NORTH ON MAIN STREET FOR 0.3 MILE TO FIRST STREET.  TURN
 JD1848'RIGHT AND GO EAST ON FIRST STREET, SURFACED ROAD, FOR 2.0 MILES
 JD1848'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED
 JD1848'ROAD FOR 0.6 MILE TO RAILROAD TRACK.  CROSS THE RAILROAD TRACK
 JD1848'THEN TURN LEFT AND GO EAST ON A FIELD ROAD FOR 0.4 MILE TO THE
 JD1848'MARK ON THE RIGHT.  IT IS 40 FEET SOUTH OF THE SOUTH RAIL OF THE
 JD1848'RAILROAD TRACK, 1 FOOT EAST OF A METAL WITNESS POST AND IS SET
 JD1848'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JD1848'2 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1853 ***********************************************************************
 JD1853  DESIGNATION -  CONCORDIA RM 3
 JD1853  PID         -  JD1853
 JD1853  STATE/COUNTY-  MO/LAFAYETTE
 JD1853  USGS QUAD   -  CONCORDIA (1981)
 JD1853
 JD1853                         *CURRENT SURVEY CONTROL
 JD1853  ___________________________________________________________________
 JD1853* NAD 83(1986)-  38 58 41.     (N)    093 31 31.     (W)     SCALED    
 JD1853* NAVD 88     -       241.358  (meters)     791.86   (feet)  ADJUSTED  
 JD1853  ___________________________________________________________________
 JD1853  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1853  DYNAMIC HT  -         241.203 (meters)     791.35  (feet)  COMP
 JD1853  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 JD1853
 JD1853  VERT ORDER  -  SECOND    CLASS 0
 JD1853
 JD1853.The horizontal coordinates were scaled from a topographic map and have
 JD1853.an estimated accuracy of +/- 6 seconds.
 JD1853
 JD1853.The orthometric height was determined by differential leveling
 JD1853.and adjusted by the National Geodetic Survey in June 1991..
 JD1853
 JD1853.The geoid height was determined by GEOID03.
 JD1853
 JD1853.The dynamic height is computed by dividing the NAVD 88
 JD1853.geopotential number by the normal gravity value computed on the
 JD1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1853.degrees latitude (g = 980.6199 gals.).
 JD1853
 JD1853.The modeled gravity was interpolated from observed gravity values.
 JD1853
 JD1853;                    North         East    Units  Estimated Accuracy
 JD1853;SPC MO W     -   312,470.      934,460.      MT  (+/- 180 meters Scaled)
 JD1853
 JD1853                          SUPERSEDED SURVEY CONTROL
 JD1853
 JD1853  NGVD 29 (??/??/92)  241.268  (m)          791.56   (f) ADJ UNCH    2 0
 JD1853
 JD1853.Superseded values are not recommended for survey control.
 JD1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1853.See file dsdata.txt to determine how the superseded data were derived.
 JD1853
 JD1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD545144(NAD 83)
 JD1853_MARKER: DR = REFERENCE MARK DISK
 JD1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1853_STAMPING: CONCORDIA NO 3 1949
 JD1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1853+STABILITY: SURFACE MOTION
 JD1853
 JD1853  HISTORY     - Date     Condition        Report By
 JD1853  HISTORY     - 1962     MONUMENTED       CGS
 JD1853  HISTORY     - 1972     GOOD             NGS
 JD1853
 JD1853                          STATION DESCRIPTION
 JD1853
 JD1853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JD1853'2.5 MI E FROM CONCORDIA.
 JD1853'TO REACH THE MARK FROM ST PAULS LUTHERAN CHURCH IN CONCORDIA,
 JD1853'GO NORTH ON MAIN STREET FOR 0.3 MILE TO FIRST STREET.  TURN RIGHT
 JD1853'AND GO EAST ON FIRST STREET, SURFACED ROAD, FOR 2.0 MILES
 JD1853'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A
 JD1853'GRAVELED ROAD FOR 0.6 MILE TO RAILROAD TRACK.  CROSS THE TRACK,
 JD1853'THEN TURN LEFT AND GO EAST ON A FIELD ROAD FOR 0.4 MILE TO THE
 JD1853'MARK ON THE RIGHT.  IT IS 40 FEET SOUTH OF THE SOUTH RAIL OF THE
 JD1853'RAILROAD TRACK, 1 FOOT EAST OF A METAL WITNESS POST AND IS SET
 JD1853'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 JD1853'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1851 ***********************************************************************
 JD1851  DESIGNATION -  CONCORDIA RM 4
 JD1851  PID         -  JD1851
 JD1851  STATE/COUNTY-  MO/LAFAYETTE
 JD1851  USGS QUAD   -  CONCORDIA (1981)
 JD1851
 JD1851                         *CURRENT SURVEY CONTROL
 JD1851  ___________________________________________________________________
 JD1851* NAD 83(1986)-  38 58 41.     (N)    093 31 31.     (W)     SCALED    
 JD1851* NAVD 88     -       241.73   (meters)     793.1    (feet)  RESET     
 JD1851  ___________________________________________________________________
 JD1851  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1851
 JD1851  VERT ORDER  -  THIRD
 JD1851
 JD1851.The horizontal coordinates were scaled from a topographic map and have
 JD1851.an estimated accuracy of +/- 6 seconds.
 JD1851
 JD1851.The orthometric height was computed from unverified reset data.
 JD1851
 JD1851.The geoid height was determined by GEOID03.
 JD1851
 JD1851;                    North         East    Units  Estimated Accuracy
 JD1851;SPC MO W     -   312,470.      934,460.      MT  (+/- 180 meters Scaled)
 JD1851
 JD1851                          SUPERSEDED SURVEY CONTROL
 JD1851
 JD1851.No superseded survey control is available for this station.
 JD1851
 JD1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD545144(NAD 83)
 JD1851_MARKER: DR = REFERENCE MARK DISK
 JD1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1851_STAMPING: CONCORDIA NO 4 1949 1972
 JD1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1851+STABILITY: SURFACE MOTION
 JD1851
 JD1851  HISTORY     - Date     Condition        Report By
 JD1851  HISTORY     - 1972     MONUMENTED       NGS
 JD1851
 JD1851                          STATION DESCRIPTION
 JD1851
 JD1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JD1851'2.5 MI E FROM CONCORDIA.
 JD1851'TO REACH THE MARK FROM ST PAULS LUTHERAN CHURCH IN CONCORDIA,
 JD1851'GO NORTH ON MAIN STREET FOR 0.3 MILE TO FIRST STREET.  TURN
 JD1851'RIGHT AND GO EAST ON FIRST STREET, SURFACED ROAD, FOR 2.0 MILES
 JD1851'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A
 JD1851'GRAVELED ROAD FOR 0.6 MILE TO RAILROAD TRACK.  CROSS THE TRACK,
 JD1851'THEN TURN LEFT AND GO EAST ON A FIELD ROAD FOR 0.4 MILE TO THE
 JD1851'MARK ON THE RIGHT.  IT IS 38 FEET SOUTH OF THE SOUTH RAIL OF
 JD1851'THE RAILROAD TRACK AND 1 FOOT EAST OF A METAL WITNESS POST.
 JD1851'IT IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 JD1851'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2739 ***********************************************************************
 JD2739  DESIGNATION -  CONCORDIA ST PAULS LUTH CHURCH
 JD2739  PID         -  JD2739
 JD2739  STATE/COUNTY-  MO/LAFAYETTE
 JD2739  USGS QUAD   -  CONCORDIA (1981)
 JD2739
 JD2739                         *CURRENT SURVEY CONTROL
 JD2739  ___________________________________________________________________
 JD2739* NAD 83(1997)-  38 59 04.69232(N)    093 34 06.05871(W)     ADJUSTED  
 JD2739* NAVD 88     -                                                        
 JD2739  ___________________________________________________________________
 JD2739  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 JD2739  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2739
 JD2739  HORZ ORDER  -  THIRD
 JD2739
 JD2739.The horizontal coordinates were established by classical geodetic methods
 JD2739.and adjusted by the National Geodetic Survey in February 2000..
 JD2739
 JD2739
 JD2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2739
 JD2739.The geoid height was determined by GEOID03.
 JD2739
 JD2739;                    North         East     Units Scale Factor Converg.
 JD2739;SPC MO W     -   313,156.818   930,718.972   MT  1.00002138   +0 35 10.1
 JD2739;UTM  15      - 4,315,225.308   450,774.797   MT  0.99962984   -0 21 27.2
 JD2739
 JD2739                          SUPERSEDED SURVEY CONTROL
 JD2739
 JD2739  NAD 83(1997)-  38 59 04.69417(N)    093 34 06.05989(W) AD(       ) 4
 JD2739  NAD 83(1986)-  38 59 04.69936(N)    093 34 06.05882(W) AD(       ) 4
 JD2739  NAD 27      -  38 59 04.64197(N)    093 34 05.32381(W) AD(       ) 3
 JD2739
 JD2739.Superseded values are not recommended for survey control.
 JD2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2739.See file dsdata.txt to determine how the superseded data were derived.
 JD2739
 JD2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5077515225(NAD 83)
 JD2739_MARKER: 90 = CHURCH SPIRE
 JD2739
 JD2739  HISTORY     - Date     Condition        Report By
 JD2739  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2739  HISTORY     - 1962     GOOD             CGS
 JD2739  HISTORY     - 20050429 GOOD             GEOCAC
 JD2739
 JD2739                          STATION DESCRIPTION
 JD2739
 JD2739'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JD2739'LOCATED IN THE NORTHWEST CORNER OF 5TH. AND MAIN STREETS AND
 JD2739'ONE BLOCK NORTH OF THE BUSINESS DISTRICT.  THE HEIGHT IS 90 FEET
 JD2739'AND THE POINT OBSERVED UPON WAS THE SMALL CROSS ATOP THE SPIRE.
 JD2739
 JD2739                          STATION RECOVERY (1962)
 JD2739
 JD2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 JD2739'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 JD2739
 JD2739                          STATION RECOVERY (2005)
 JD2739
 JD2739'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD2739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0900 ***********************************************************************
 GE0900  DESIGNATION -  CONGO
 GE0900  PID         -  GE0900
 GE0900  STATE/COUNTY-  MO/SHANNON
 GE0900  USGS QUAD   -  MONTIER (1986)
 GE0900
 GE0900                         *CURRENT SURVEY CONTROL
 GE0900  ___________________________________________________________________
 GE0900* NAD 83(1997)-  36 54 02.61680(N)    091 36 45.84358(W)     ADJUSTED  
 GE0900* NAVD 88     -       345.86   (+/-2cm)    1134.7    (feet)  VERTCON   
 GE0900  ___________________________________________________________________
 GE0900  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GE0900  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 GE0900
 GE0900  HORZ ORDER  -  FIRST
 GE0900  VERT ORDER  -  THIRD ? (See Below)
 GE0900
 GE0900.The horizontal coordinates were established by classical geodetic methods
 GE0900.and adjusted by the National Geodetic Survey in February 2000..
 GE0900
 GE0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0900.The vertical order pertains to the NGVD 29 superseded value.
 GE0900
 GE0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0900
 GE0900.The geoid height was determined by GEOID03.
 GE0900
 GE0900;                    North         East     Units Scale Factor Converg.
 GE0900;SPC MO E     -   119,014.561   150,829.897   MT  1.00005445   -0 40 05.4
 GE0900;SPC MO C     -   118,803.955   579,075.174   MT  1.00001034   +0 31 58.0
 GE0900;UTM  15      - 4,084,758.292   623,597.129   MT  0.99978819   +0 49 59.0
 GE0900
 GE0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0900!SPC MO E     -   0.99995034  x   1.00005445  =   1.00000479
 GE0900!SPC MO C     -   0.99995034  x   1.00001034  =   0.99996068
 GE0900!UTM  15      -   0.99995034  x   0.99978819  =   0.99973854
 GE0900
 GE0900:                Primary Azimuth Mark                     Grid Az
 GE0900:SPC MO E     -  MONTIER MICROWAVE                        027 37 22.6
 GE0900:SPC MO C     -  MONTIER MICROWAVE                        026 25 19.2
 GE0900:UTM  15      -  MONTIER MICROWAVE                        026 07 18.2
 GE0900
 GE0900|---------------------------------------------------------------------|
 GE0900| PID    Reference Object                     Distance      Geod. Az  |
 GE0900|                                                           dddmmss.s |
 GE0900| GE0901 MONTIER MICROWAVE                   APPROX. 7.5 KM 0265717.2 |
 GE0900| GE0827 TRAM LOOKOUT TOWER                  APPROX.23.7 KM 0665114.1 |
 GE0900| GE0830 HIGH LOOKOUT TOWER                  APPROX.15.3 KM 0911040.7 |
 GE0900| CI0640 CONGO RM 1                           46.481 METERS 14427     |
 GE0900| GE0902 THOMASVILLE LOT                       9.570 METERS 19629     |
 GE0900| GE0926 POMONA                              APPROX.27.7 KM 2583513.9 |
 GE0900| GE0927 POMONA W MUN STANDPIPE              APPROX.27.2 KM 2615838.8 |
 GE0900| CI0641 CONGO RM 2                           27.447 METERS 27908     |
 GE0900| HC0825 MOUNTAIN VIEW CABLEVISION MAST      APPROX.15.3 KM 3253237.5 |
 GE0900|---------------------------------------------------------------------|
 GE0900
 GE0900                          SUPERSEDED SURVEY CONTROL
 GE0900
 GE0900  NAD 83(1997)-  36 54 02.62765(N)    091 36 45.84300(W) AD(       ) 1
 GE0900  NAD 83(1986)-  36 54 02.62798(N)    091 36 45.84252(W) AD(       ) 1
 GE0900  NAD 27      -  36 54 02.42600(N)    091 36 45.33700(W) AD(       ) 1
 GE0900  NGVD 29 (07/19/86)  345.73   (m)         1134.3    (f) LEVELING    3  
 GE0900
 GE0900.Superseded values are not recommended for survey control.
 GE0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0900.See file dsdata.txt to determine how the superseded data were derived.
 GE0900
 GE0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2359784758(NAD 83)
 GE0900_MARKER: DS = TRIANGULATION STATION DISK
 GE0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0900+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 GE0900
 GE0900  HISTORY     - Date     Condition        Report By
 GE0900  HISTORY     - 1928     MONUMENTED       CGS
 GE0900  HISTORY     - 1963     GOOD             CGS
 GE0900  HISTORY     - 1978     GOOD             NGS
 GE0900  HISTORY     - 1981     GOOD             USE
 GE0900  HISTORY     - 20060316 GOOD             MODNR
 GE0900
 GE0900                          STATION DESCRIPTION
 GE0900
 GE0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GE0900'ABOUT 7-1/2 MILES EAST OF SOUTH OF TERESITA, AND ABOUT THE SAME
 GE0900'DISTANCE WEST OF SOUTH OF MONTIER, 1 MILE SOUTH OF CONGO POST
 GE0900'OFFICE, ON HIGHEST POINT OF CUT-OVER TIMBERED HILL, THE
 GE0900'HIGHEST HILL IN VICINITY, KNOWN LOCALLY AS DESSETT POINT OR
 GE0900'THE HIGH HILL.  STATION IS 5.5 METERS (18 FEET) NORTH-NORTHWEST
 GE0900'OF 18-INCH BLAZED OAK, AND 5.8 METERS (19 FEET) EAST-NORTHEAST
 GE0900'OF 20-INCH BLAZED OAK.  SURFACE AND UNDERGROUND MARKS ARE
 GE0900'STANDARD STATION DISKS IN CONCRETE.
 GE0900'UPPER MARK PROJECTS ABOUT 8 INCHES.  LOWER MARK IS 5 FEET BELOW
 GE0900'SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 GE0900'CONCRETE.  NO. 1 PROJECTS 6 INCHES ABOVE
 GE0900'SURFACE, AND 46.46 METERS (152.4 FEET) FROM STATION S 35 DEG 34 MIN E.
 GE0900'NO. 2 PROJECTS 6 INCHES ABOVE SURFACE,
 GE0900'AND IS 27.44 METERS (90.0 FEET) FROM STATION N 80 DEG 51 MIN W.
 GE0900
 GE0900                          STATION RECOVERY (1963)
 GE0900
 GE0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GE0900'STATION AND REFERENCE MARKS 1 AND 2 DISCOVERED IN GOOD CONDITION.
 GE0900'DESCRIPTION INADEQUATE.  CORRECT DESCRIPTION FOLLOWS.
 GE0900'
 GE0900'TO REACH STATION FROM ST. FRANCIS HOSPITAL IN MOUNTAIN VIEW
 GE0900'GO 4.1 MILES ON HIGHWAY 60 IN AN EASTERLY DIRECTION UNTIL YOU
 GE0900'COME TO JUNCTION T TURN RIGHT AND GO .4 MILES TO TOWN OF
 GE0900'TERESITA, MAKE RIGHT TURN CONTINUING ON ROAD T AND GO IN A
 GE0900'SOUTHERLY DIRECTION FOR 4.7 MILES TO INTERSECTION OF COUNTY
 GE0900'ROAD TT TURN RIGHT (WEST) ON ROAD TT AND GO 1.25 MILES TO SMALL
 GE0900'ROAD ON LEFT.  ROAD GOES UP HILL TO THOMASVILLE LOOK OUT
 GE0900'TOWER.  STATION IS APPROXIMATELY 19 FEET NORTH OF THOMASVILLE
 GE0900'LOOKOUT TOWER.
 GE0900
 GE0900                          STATION RECOVERY (1978)
 GE0900
 GE0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 GE0900'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 GE0900'GOOD CONDITION.  THE DIRECTION TO THE REFERENCE MARKS COMPARED
 GE0900'FAVORABLY WITH THE 1928 DATA.  A NEW AND COMPLETE DESCRIPTION
 GE0900'FOLLOWS.
 GE0900'
 GE0900'THE STATION IS LOCATED 18 MILES
 GE0900'NORTH-NORTHEAST OF WEST PLAINS, 9 MILES SOUTHWEST
 GE0900'OF BIRCH TREE, 8 MILES SOUTHEAST OF MOUNTAIN VIEW, IN THE
 GE0900'NORTH CENTRAL PORTION OF SECTION 28, R 6 W, T 26 N.
 GE0900'PERMISSION WAS OBTAINED FROM MR. CHARLEY SANTHUFF, DISTRICT
 GE0900'FORESTER, EMINENCE, MISSOURI, PHONE NUMBER 226-3616.
 GE0900'THE STATION IS AT THE THOMASVILLE LOOKKOUT TOWER AND ON
 GE0900'STATE PROPERTY.
 GE0900'
 GE0900'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GE0900'STATE HIGHWAY 17 AT THE NORTH EDGE OF MOUNTAIN VIEW, GO
 GE0900'SOUTHERLY ON HIGHWAY 17 FOR 0.85 MILE TO THE JUNCTION OF STATE
 GE0900'HIGHWAY 17 AND COUNTY ROUTE W.  TURN LEFT AND GO EAST, THEN
 GE0900'SOUTHERLY ON COUNTY ROUTE W FOR 6.1 MILES TO THE JUNCTION OF
 GE0900'COUNTY ROUTES W AND TT.  TURN LEFT AND GO EAST ON COUNTY ROUTE
 GE0900'TT FOR 3.4 MILES TO A SIDE ROAD RIGHT ON A CURVE.  TURN RIGHT
 GE0900'AND PASS THROUGH A LOCKED PIPE GATE AND GO WEST AND SOUTHERLY
 GE0900'ON THE GRAVEL ROAD FOR 0.3 MILE TO THE TOP OF THE HILL,
 GE0900'THE END OF THE ROAD, THE LOOKOUT TOWER AND THE STATION
 GE0900'SITE.
 GE0900'
 GE0900'THE STATION MARK, A STANDARD DISK STAMPED---CONGO 1928---,
 GE0900'IS SET IN THE TOP OF A 14-INCH SQUARE CONCRETE
 GE0900'MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 GE0900'IS 41 FEET EAST-NORTHEAST OF A UTILITY POLE, 19.6 FEET
 GE0900'NORTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 13
 GE0900'FEET WEST OF A STONE WALKWAY.  A METAL ROD WAS DRIVEN
 GE0900'NEXT TO THE MONUMENT.  THE 1928 DATA STATES THAT THERE
 GE0900'IS AN UNDERGROUND DISK.
 GE0900'
 GE0900'REFERENCE MARK 1, A STANDARD DISK STAMPED---CONGO
 GE0900'1928 NO 1---,
 GE0900'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 GE0900'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 5 FEET
 GE0900'NORTHEAST OF A 4-INCH PINE TREE, 2.6 FEET SOUTHWEST OF A
 GE0900'5-INCH PINE TREE AND 1.9 FEET NORTH OF A METAL WITNESS POST.
 GE0900'
 GE0900'REFERENCE MARK 2, A STANDARD DISK STAMPED---CONGO
 GE0900'1928 NO 2---,
 GE0900'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 GE0900'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 19 FEET
 GE0900'NORTHEAST OF A 16-INCH OAK TREE, 12 FEET SOUTH-SOUTHEAST OF A
 GE0900'13-INCH OAK TREE AND 2.3 FEET EAST OF A METAL WITNESS POST.
 GE0900'
 GE0900'THERE WAS NO SUITABLE LOCATION FOUND TO ESTABLISH AN
 GE0900'AZIMUTH MARK AT THIS STATION.
 GE0900'
 GE0900'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO
 GE0900'TREES ON LINE.
 GE0900'
 GE0900'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.3 METERS.
 GE0900
 GE0900                          STATION RECOVERY (1981)
 GE0900
 GE0900'RECOVERY NOTE BY US ENGINEERS 1981
 GE0900'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION AS
 GE0900'DESCRIBED.  REFERENCE MARK NO. 1 WAS NOT RECOVERED, THOUGH A
 GE0900'THOROUGH SEARCH WAS CONDUCTED.  THE ROUTE DESCRIPTION WAS
 GE0900'ADEQUATE.
 GE0900
 GE0900                          STATION RECOVERY (2006)
 GE0900
 GE0900'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0588 ***********************************************************************
 GG0588  DESIGNATION -  CONNER
 GG0588  PID         -  GG0588
 GG0588  STATE/COUNTY-  MO/NEWTON
 GG0588  USGS QUAD   -  TIPTON FORD (1972)
 GG0588
 GG0588                         *CURRENT SURVEY CONTROL
 GG0588  ___________________________________________________________________
 GG0588* NAD 83(1997)-  36 57 30.56384(N)    094 28 50.25825(W)     ADJUSTED  
 GG0588* NAVD 88     -       358.19   (+/-2cm)    1175.2    (feet)  VERTCON   
 GG0588  ___________________________________________________________________
 GG0588  X           -    -398,658.742 (meters)                     COMP
 GG0588  Y           -  -5,087,430.959 (meters)                     COMP
 GG0588  Z           -   3,813,910.732 (meters)                     COMP
 GG0588  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 GG0588  ELLIP HEIGHT-         328.70  (meters)          (02/17/00) GPS OBS
 GG0588  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GG0588
 GG0588  HORZ ORDER  -  FIRST
 GG0588  VERT ORDER  -  THIRD ? (See Below)
 GG0588  ELLP ORDER  -  FOURTH    CLASS I
 GG0588
 GG0588.The horizontal coordinates were established by classical geodetic methods
 GG0588.and adjusted by the National Geodetic Survey in February 2000..
 GG0588
 GG0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0588.The vertical order pertains to the NGVD 29 superseded value.
 GG0588
 GG0588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0588
 GG0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0588
 GG0588.The ellipsoidal height was determined by GPS observations
 GG0588.and is referenced to NAD 83.
 GG0588
 GG0588.The geoid height was determined by GEOID03.
 GG0588
 GG0588;                    North         East     Units Scale Factor Converg.
 GG0588;SPC MO W     -    87,863.216   851,725.233   MT  0.99994121   +0 00 41.9
 GG0588;UTM  15      - 4,091,291.689   368,183.923   MT  0.99981405   -0 53 25.2
 GG0588
 GG0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0588!SPC MO W     -   0.99994842  x   0.99994121  =   0.99988963
 GG0588!UTM  15      -   0.99994842  x   0.99981405  =   0.99976248
 GG0588
 GG0588|---------------------------------------------------------------------|
 GG0588| PID    Reference Object                     Distance      Geod. Az  |
 GG0588|                                                           dddmmss.s |
 GG0588| CI0643 CONNER RM 1                          35.888 METERS 02334     |
 GG0588| GG0560 COWELL                              APPROX.13.2 KM 1002100.4 |
 GG0588| CI0644 CONNER RM 2                          42.533 METERS 16117     |
 GG0588| CI0642 CONNER AZ MK                                       1802108.9 |
 GG0588|---------------------------------------------------------------------|
 GG0588
 GG0588                          SUPERSEDED SURVEY CONTROL
 GG0588
 GG0588  NAD 83(1997)-  36 57 30.56379(N)    094 28 50.25826(W) AD(       ) 1
 GG0588  NAD 83(1997)-  36 57 30.56390(N)    094 28 50.25822(W) AD(       ) 1
 GG0588  NAD 83(1997)-  36 57 30.57106(N)    094 28 50.26070(W) AD(       ) 1
 GG0588  NAD 83(1986)-  36 57 30.57722(N)    094 28 50.25694(W) AD(       ) 1
 GG0588  NAD 27      -  36 57 30.34900(N)    094 28 49.45500(W) AD(       ) 1
 GG0588  NGVD 29 (07/19/86)  358.08   (m)         1174.8    (f) LEVELING    3  
 GG0588
 GG0588.Superseded values are not recommended for survey control.
 GG0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0588.See file dsdata.txt to determine how the superseded data were derived.
 GG0588
 GG0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6818491292(NAD 83)
 GG0588_MARKER: DH = HORIZONTAL CONTROL DISK
 GG0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0588_SP_SET: CONCRETE POST
 GG0588_STAMPING: CONNER 1935
 GG0588_MARK LOGO: CGS   
 GG0588_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GG0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0588+STABILITY: SURFACE MOTION
 GG0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0588+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1991
 GG0588
 GG0588  HISTORY     - Date     Condition        Report By
 GG0588  HISTORY     - 1935     MONUMENTED       CGS
 GG0588  HISTORY     - 1935     GOOD             CGS
 GG0588  HISTORY     - 1958     GOOD             CGS
 GG0588  HISTORY     - 1959     GOOD             CGS
 GG0588  HISTORY     - 19910308 GOOD             MOGS
 GG0588
 GG0588                          STATION DESCRIPTION
 GG0588
 GG0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0588'STATION IS ABOUT 9 MILES S BY E OF JOPLIN, AND 9 MILES NW OF
 GG0588'NEOSHO, ON LAND OWNED AND OCCUPIED BY CONNER INVESTMENT COMPANY.
 GG0588'IT IS IN THE SE 1/4 SEC. 24, T 26 N, R 33 W, ABOUT 8 MILES
 GG0588'E OF OKLAHOMA STATE LINE.  IT IS 32 FEET W OF CENTER LINE OF
 GG0588'ROAD, AND 14 FEET W OF FENCE.  THE STATION MARK PROJECTS 8
 GG0588'INCHES.
 GG0588'
 GG0588'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0588'BRONZE DISKS SET IN CONCRETE.
 GG0588'
 GG0588'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 15 FEET E OF CENTER
 GG0588'OF ROAD, 30 FEET N OF 24-INCH HICKORY TREE, 41 FEET S OF FENCE
 GG0588'AROUND DESERTED HOUSE, 75 FEET SW OF HOUSE CORNER, 50 FEET NW
 GG0588'OF SHED CORNER, AND PROJECTS 10 INCHES.
 GG0588'
 GG0588'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 1 FOOT W OF FENCE
 GG0588'AND 17 FEET E OF CENTER OF ROAD.  IT PROJECTS 10 INCHES.
 GG0588'
 GG0588'AZIMUTH MARK IS 0.4 MILE S OF STATION, IN NW CORNER OF ROAD
 GG0588'INTERSECTION.  IT IS 2 FEET E OF FENCE CORNER, 18 FEET N OF
 GG0588'CENTER OF ROAD, 20 FEET W OF CENTER OF ROAD, AND PROJECTS
 GG0588'8 INCHES.
 GG0588'
 GG0588'TO REACH FROM NEOSHO, FROM INTERSECTION OF U.S. HIGHWAYS 60
 GG0588'AND 71 IN A TRIANGLE IN W EDGE OF TOWN, GO N ON U.S. HIGHWAY 71
 GG0588'8.5 MILES TO CROSSROADS JUST N OF FILLING STATION ON LEFT, GO
 GG0588'W 2.65 MILES TO CROSSROADS, THENCE S 1.0 MILE TO CROSS ROAD, AND
 GG0588'W 0.5 MILE TO AZIMUTH MARK ON RIGHT.  STATION IS N 0.4 MILE FROM
 GG0588'CROSS ROAD AT AZIMUTH.
 GG0588'
 GG0588'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 GG0588
 GG0588                          STATION RECOVERY (1935)
 GG0588
 GG0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GG0588'RECOVERED IN GOOD CONDITION.
 GG0588
 GG0588                          STATION RECOVERY (1958)
 GG0588
 GG0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 GG0588'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GG0588'FOUND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.  ROAD
 GG0588'CONSTRUCTION ON AN EAST-WEST ROAD WILL DESTROY THE AZIMUTH MARK.
 GG0588'THE LINE OF SIGHT BETWEEN THE STATION AND THE AZIMUTH MARK WAS
 GG0588'OBSTRUCTED FOR THE ENTIRE LENGTH BY TREES.  THE AZIMUTH MARK
 GG0588'WAS DESTROYED.  THERE IS NO NATURAL OBJECT WHICH IS V.G. FROM
 GG0588'THIS STATION.
 GG0588
 GG0588                          STATION RECOVERY (1959)
 GG0588
 GG0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GG0588'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 GG0588'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 GG0588'AND WAS PROBABLY COVERED OVER BY ROAD CONSTRUCTION.  THE
 GG0588'DISTANCES TO AND THE DIRECTION BETWEEN REFERENCE MARKS 1 AND
 GG0588'2 CHECKED.  THE REFERENCE MEASUREMENTS TO CENTERLINE OF ROADS
 GG0588'AND TO FENCES DID NOT CHECK BECAUSE OF ROAD CONSTRUCTION.  THE
 GG0588'HICKORY TREE AND THE FENCE AROUND DESERTED HOUSE MENTIONED IN
 GG0588'THE DESCRIPTION OF REFERENCE MARK 1 ARE NO LONGER PRESENT.
 GG0588'THE LAND IS NOW OWNED BY MR. CHARLES HUNT INSTEAD OF THE
 GG0588'CONNER INVESTMENT COMPANY AS PREVIOUSLY DESCRIBED.  THE TO
 GG0588'REACH IS NO LONGER ADEQUATE DUE TO ROAD CONSTRUCTION.  A
 GG0588'COMPLETE NEW TO REACH AND DESCRIPTION FOLLOWS.
 GG0588'
 GG0588'THE STATION IS ABOUT 9 MILES SOUTH OF JOPLIN, AND 9 MILES
 GG0588'NORTHWEST OF NEOSHO IN THE SOUTHEAST 1/4 OF SEC. 24, T. 26 N.,
 GG0588'R. 33 W. ON THE PROPERTY OF MR. CHARLES HUNT.  IT IS 28 FEET
 GG0588'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 16 FEET NORTHWEST
 GG0588'OF A 16 INCH OAK TREE, AND 5 FEET WEST OF A FENCE.  THE MONUMENT
 GG0588'PROJECTS 12 INCHES AND THE DISK IS STAMPED CONNER 1935.
 GG0588'
 GG0588'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 166
 GG0588'AND 43, AND STATE HIGHWAY 86 AT THE SOUTH EDGE OF JOPLIN, GO
 GG0588'SOUTHWEST ON HIGHWAY 86 AND 43 FOR 1.35 MILES TO THE JUNCTION
 GG0588'OF COUNTY HIGHWAY NN JUST AFTER CROSSING A BRIDGE.  TURN LEFT
 GG0588'AND GO SOUTH ON HIGHWAY NN FOR 1.25 MILES TO A PAVED SIDE ROAD
 GG0588'LEFT.  CONTINUE SOUTH ON HIGHWAY NN FOR 3.85 MILES TO A GRAVELED
 GG0588'CROSSROAD (TEMPORARY COUNTY HIGHWAY P).  TURN LEFT AND GO EAST
 GG0588'ON COUNTY HIGHWAY P FOR 2.0 MILES TO A GRAVELED CROSSROAD.
 GG0588'TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO
 GG0588'THE STATION ON THE LEFT.
 GG0588'
 GG0588'REFERENCE MARK 1 IS 79 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GG0588'OF A HOUSE, 22 FEET NORTH OF A FENCE CORNER, 21 FEET EAST OF THE
 GG0588'CENTERLINE OF A GRAVELED ROAD, AND 21 FEET NORTH OF A POWER
 GG0588'POLE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GG0588'CONNER NO 1 1935.
 GG0588'
 GG0588'REFERENCE MARK 2 IS 20 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 GG0588'ROAD, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 GG0588'4 INCHES AND THE DISK IS STAMPED CONNER NO 2 1935.
 GG0588
 GG0588                          STATION RECOVERY (1991)
 GG0588
 GG0588'RECOVERY NOTE BY MISSOURI GEODETIC SURVEY 1991
 GG0588'STATION, AZIMUTH MARKS AND REFERENCE TIES
 GG0588'THE STATION IS A STANDARD USC AND GS DISK SET IN A 12 INCH DIAMETER
 GG0588'CONCRETE POST FLUSH WITH THE GROUND SURFACE 27.5 FT (8.4 M) WEST OF
 GG0588'THE CENTER LINE OF MISSOURI ROUTE -NN- IN THE SOUTHEAST QUARTER OF
 GG0588'SECTION 24, T26N, R3W IN NEWTON COUNTY.  THE STATION IS 11 FT
 GG0588'(3.4 M) EAST OF THE RIGHT-OF-WAY FENCE, 135 FT (41.1 M) SOUTH OF A
 GG0588'PRIVATE DRIVE, 117.8 FT (35.9 M) SOUTHWEST OF R.M. NO. 1, AND 139.5
 GG0588'FT (42.5 M) NORTHWEST OF R.M. NO. 2.
 GG0588'THE AZIMUTH MARK IS LOCATED ONE-THIRD MILE SOUTH OF THE STATION AT THE
 GG0588'INTERSECTION OF MISSOURI ROUTE -NN- AND -P- SOUTHEAST OF THE
 GG0588'CENTERLINE INTERSECTION.  IT IS 41 FT (12.5 M) SOUTH OF THE CENTER
 GG0588'LINE OF ROUTE -P-, 36.5 FT (11.1 M) EAST OF THE CENTER LINE OF A
 GG0588'COUNTY ROAD, 24.4 FT (7.4 M) NORTHEAST OF A NAIL AND SHINER IN A
 GG0588'POWER POLE, 33.1 FT (10.1 M) NORTHEAST OF A NAIL AND SHINER IN A
 GG0588'CORNER FENCE POST, NORTHWEST OF A CARSONITE SIGN POST, AND 12.3 FT
 GG0588'(3.7 M) WEST OF A NAIL AND SHINER IN A CORNER FENCE POST.
 GG0588'STATION AND ZIMUTH MARK TO REACH
 GG0588'TO REACH THE STATION FROM THE JUNCTION OF MISSOURI ROUTES -86- AND
 GG0588'-NN- SOUTHWEST OF JOPLIN AT THE VILLAGE OF REDINGS MILL GO SOUTHEAST
 GG0588'AND SOUTH ON ROUTE -NN- FOR 5.0 MILES TO THE TOP OF A HILL AND A TWO
 GG0588'STORY HOUSE ON THE RIGHT AND A ONE STORY FRAME HOUSE ON THE LEFT AND
 GG0588'THE STATION 135 FT (41.1 M) SOUTH OF THE DRIVEWAYS ON THE WEST SIDE
 GG0588'OF THE ROAD.
 GG0588'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON ROUTE
 GG0588'-NN- 0.3 MILES TO THE INTERSECTION WITH MISSOURI ROUTE -P- AND THE
 GG0588'MARK AS DESCRIBED.
 GG0588'SPECIAL INFORMATION
 GG0588'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1770 ***********************************************************************
 HB1770  DESIGNATION -  CONRAD
 HB1770  PID         -  HB1770
 HB1770  STATE/COUNTY-  MO/PERRY
 HB1770  USGS QUAD   -  SEDGEWICKVILLE (1980)
 HB1770
 HB1770                         *CURRENT SURVEY CONTROL
 HB1770  ___________________________________________________________________
 HB1770* NAD 83(1997)-  37 37 27.40095(N)    089 55 50.47005(W)     ADJUSTED  
 HB1770* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 HB1770  ___________________________________________________________________
 HB1770  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 HB1770  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HB1770
 HB1770  HORZ ORDER  -  FIRST
 HB1770
 HB1770.The horizontal coordinates were established by classical geodetic methods
 HB1770.and adjusted by the National Geodetic Survey in February 2000..
 HB1770
 HB1770.The orthometric height was scaled from a topographic map.
 HB1770
 HB1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1770
 HB1770.The geoid height was determined by GEOID03.
 HB1770
 HB1770;                    North         East     Units Scale Factor Converg.
 HB1770;SPC MO E     -   198,884.955   300,255.142   MT  0.99996443   +0 20 51.2
 HB1770;UTM  16      - 4,168,169.433   241,357.391   MT  1.00042406   -1 47 24.4
 HB1770;UTM  15      - 4,168,560.955   770,879.896   MT  1.00050390   +1 52 29.6
 HB1770
 HB1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1770!SPC MO E     -   0.99996483  x   0.99996443  =   0.99992926
 HB1770!UTM  16      -   0.99996483  x   1.00042406  =   1.00038887
 HB1770!UTM  15      -   0.99996483  x   1.00050390  =   1.00046871
 HB1770
 HB1770:                Primary Azimuth Mark                     Grid Az
 HB1770:SPC MO E     -  PERRYVILLE ST MARYS SEM TOWER            016 10 30.4
 HB1770:UTM  16      -  PERRYVILLE ST MARYS SEM TOWER            018 18 46.0
 HB1770:UTM  15      -  PERRYVILLE ST MARYS SEM TOWER            014 38 52.0
 HB1770
 HB1770|---------------------------------------------------------------------|
 HB1770| PID    Reference Object                     Distance      Geod. Az  |
 HB1770|                                                           dddmmss.s |
 HB1770| HB1776 PERRYVILLE ST MARYS SEM TOWER       APPROX.11.8 KM 0163121.6 |
 HB1770| HB1769 PERRYVILLE MUNICIPAL TOWER          APPROX.12.4 KM 0272805.4 |
 HB1770| HB1767 PERRYVILLE COURTHOUSE SPIRE         APPROX.12.7 KM 0280002.0 |
 HB1770| HB1772 MEMPHIS ST LOUIS AWY BEACON 52      APPROX. 6.0 KM 1311513.8 |
 HB1770| HB1774 CONRAD RM 1                          23.358 METERS 13301     |
 HB1770| HB1758 MEMPHIS ST LOUIS AWY BEACON 50      APPROX.24.6 KM 1805912.1 |
 HB1770| HB1771 GRINDESTAFF                         APPROX.13.1 KM 2074215.4 |
 HB1770| HB1773 CONRAD AZ MK                        APPROX. 0.5 KM 2311111.8 |
 HB1770| CI4152 CONRAD RM 2                          48.043 METERS 23132     |
 HB1770|---------------------------------------------------------------------|
 HB1770
 HB1770                          SUPERSEDED SURVEY CONTROL
 HB1770
 HB1770  NAD 83(1997)-  37 37 27.40441(N)    089 55 50.47150(W) AD(       ) 1
 HB1770  NAD 83(1986)-  37 37 27.41103(N)    089 55 50.46903(W) AD(       ) 1
 HB1770  NAD 27      -  37 37 27.20800(N)    089 55 50.07500(W) AD(       ) 1
 HB1770
 HB1770.Superseded values are not recommended for survey control.
 HB1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1770.See file dsdata.txt to determine how the superseded data were derived.
 HB1770
 HB1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG4135768169(NAD 83)
 HB1770_MARKER: DS = TRIANGULATION STATION DISK
 HB1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1770_STAMPING: CONRAD 1938
 HB1770_MARK LOGO: CGS   
 HB1770_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1770+STABILITY: SURFACE MOTION
 HB1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1770+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 HB1770
 HB1770  HISTORY     - Date     Condition        Report By
 HB1770  HISTORY     - 1938     MONUMENTED       CGS
 HB1770  HISTORY     - 19751120 MARK NOT FOUND   USGS
 HB1770  HISTORY     - 1979     GOOD             NGS
 HB1770  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 HB1770  HISTORY     - 19840223 GOOD             NGS
 HB1770  HISTORY     - 20031029 GOOD             MODNR
 HB1770
 HB1770                          STATION DESCRIPTION
 HB1770
 HB1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1770'ABOUT 8 MILES SOUTHWEST OF PERRYVILLE IN THE NE 1/4 SEC. 28, T. 34
 HB1770'N., R. 10 E.  MARK IS SET FLUSH WITH GROUND IN FARM BARNYARD, 48
 HB1770'FEET WEST OF WEST END OF BARN AND 12 FEET SOUTH OF SOUTH FENCE OF
 HB1770'BARNYARD.
 HB1770'
 HB1770'TO REACH FROM JUNCTION OF U.S. HIGHWAY 61 (PAVED) AND STATE HIGHWAY
 HB1770'51 ABOUT 1 MILE NORTH OF PATTON, GO NORTH ON STATE HIGHWAY 51 FOR
 HB1770'8.2 MILES (2 MILES NORTH OF PERRY AND BOLLINGER COUNTY LINE) TO
 HB1770'PARTIALLY GRAVELED ROAD TO THE RIGHT (EAST), THENCE EAST 1.85
 HB1770'MILES TO T-ROAD, THENCE NORTH 0.35 MILE TO DIRT ROAD RIGHT (EAST),
 HB1770'THENCE EAST 0.9 MILE TO FARMHOUSE ON LEFT AND STATION.
 HB1770'
 HB1770'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 HB1770'SET IN CONCRETE.
 HB1770'
 HB1770'REFERENCE MARK NO. 1, WHICH IS SOUTH-SOUTHEAST OF STATION PROJECTS 8
 HB1770'INCHES, AND IS SET AT SOUTHEAST CORNER OF GARDEN NORTH OF HOUSE, 8
 HB1770'FEET EAST OF EAST END OF SMALL SHED, AND AT SOUTHEAST FENCE CORNER OF
 HB1770'GARDEN.
 HB1770'
 HB1770'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION, PROJECTS 6 INCHES,
 HB1770'AND IS SET IN NORTHWEST FENCE CORNER OF GARDEN NORTH OF HOUSE.
 HB1770'
 HB1770'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHWEST OF STATION.  TO REACH FROM
 HB1770'STATION GO SOUTH TO EAST-WEST ROAD, THENCE WEST 0.3 MILE TO CROSS
 HB1770'ROAD, THENCE SOUTH 0.2 MILE TO MARK ON RIGHT (WEST) IN ROAD BANK.  IT
 HB1770'PROJECTS 6 INCHES, AND IS 20 FEET WEST OF CENTER LINE OF ROAD.
 HB1770'
 HB1770'37-FOOT TOWER NEEDED TO SEE 77-FOOT TOWER AT HIGDON, 64-FOOT TOWER AT
 HB1770'WOMACK, 64-FOOT TOWER AT DOWL 1931, AND 64-FOOT TOWER AT ST. MARY.
 HB1770'64-FOOT TOWER AT GRINDESTAFF IS VISIBLE FROM GROUND.
 HB1770'
 HB1770'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HB1770
 HB1770                          STATION RECOVERY (1975)
 HB1770
 HB1770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (DWB)
 HB1770'MARK NOT FOUND.
 HB1770
 HB1770                          STATION RECOVERY (1979)
 HB1770
 HB1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HB1770'SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HB1770'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS
 HB1770'0.001 METER SHORTER THAN 1938 DATA WHILE THE DISTANCE TO REFERENCE
 HB1770'MARK 2 AGREED.  THE DIRECTION TO REFERENCE MARK 1 WAS 46 SECONDS
 HB1770'LARGER THAN 1938 DATA WHILE THE DIRECTION TO REFERENCE MARK 2 WAS 57
 HB1770'SECONDS SMALLER THAN 1938 DATA.  DUE TO ROAD AND BUILDING CHANGES, A
 HB1770'COMPLETE NEW DESCRIPTION  FOLLOWS.
 HB1770'
 HB1770'STATION IS ABOUT 9 MILES NORTH-NORTHEAST OF PATTON, 8 MILES SOUTHWEST
 HB1770'OF PERRYVILLE, ON THE NORTH SIDE OF STATE ROAD 0, IN THE NE 114 SEC 28
 HB1770'T34N RI0E AND ON PROPERTY OWNED BY FRED BERGMAN OF PERRYVILLE,
 HB1770'TELEPHONE 547-2606.
 HB1770'
 HB1770'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72 AND 51,
 HB1770'ABOUT 1 MILE NORTH OF PATTON, GO NORTH ON HIGHWAY 51 FOR 8.5 MILES
 HB1770'TO STATE ROAD 0 ON THE RIGHT.  TURN RIGHT AND GO EAST ON ROAD 0 FOR
 HB1770'2.8 MILES TO THE STATION ON THE LEFT AT 2 BARNS AND 3 SMALL PONDS AND
 HB1770'ABOUT 150 YARDS NORTH OF THE HIGHWAY.
 HB1770'
 HB1770'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON ROAD 0 FOR
 HB1770'0.3 MILE TO A GRAVELED SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR
 HB1770'0.2 MILE TO THE MARK ON THE RIGHT AT THE CREST OF A HILL AT A CURVE
 HB1770'IN THE ROAD.
 HB1770'
 HB1770'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---CONRAD 1938---
 HB1770'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE
 HB1770'GROUND SURFACE.  IT IS 67.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HB1770'THE WEST BARN, 55.3 FEET EAST OF A NORTH/SOUTH FENCE, 47.2 FEET
 HB1770'SOUTHWEST OF THE SOUTHWEST CORNER OF THE EAST BARN AND 22.4 FEET
 HB1770'SOUTH-SOUTHEAST OF A LAMP POLE.  UNDERGROUND MARK WAS NOT INSPECTED.
 HB1770'
 HB1770'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---CONRAD NO 1 1938---
 HB1770'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 98.0
 HB1770'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE EAST BARN, 47.5
 HB1770'FEET EAST OF A NORTH/SOUTH FENCE, 20.0 FEET WEST OF THE CENTERLINE OF
 HB1770'THE DRIVEWAY AND ABOUT 3 FEET LOWER THAN THE STATION.
 HB1770'
 HB1770'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---CONRAD NO 2 1938---
 HB1770'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT
 HB1770'IS 67.5 FEET WEST OF A POWERLINE POLE WITH A TRANSFORMER, 58.0 FEET
 HB1770'SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST BARN, AT THE NORTHEAST
 HB1770'END OF A SMALL POND AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 HB1770'
 HB1770'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CONRAD 1938---SET IN THE
 HB1770'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 HB1770'31.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 9.8 FEET SOUTHWEST OF A
 HB1770'WITNESS POST, 7.2 FEET WEST OF A FENCE AND IS ABOUT 6 FEET HIGHER THAN
 HB1770'THE ROAD.
 HB1770
 HB1770                          STATION RECOVERY (1981)
 HB1770
 HB1770'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (KB)
 HB1770'AZ. MARK DISTURBED BY HITTING WITH TRACTOR.  RESET BY FARMER IN
 HB1770'EXISTING HOLE.
 HB1770'
 HB1770'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH OF PERRYVILLE 8
 HB1770'MILES.
 HB1770
 HB1770                          STATION RECOVERY (1984)
 HB1770
 HB1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HB1770'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 HB1770'CONDITION.  REFERENCE MARK 2 NOW PROJECTS 15 INCHES ABOVE THE GROUND.
 HB1770'THE AZIMUTH MARK HAD BEEN TAKEN OUT OF THE GROUND AND REPLACED IN THE
 HB1770'SAME LOCATION BUT PROJECTED 18 INCHES AND WAS LOOSE. A REFERENCE MARK
 HB1770'3 AND AN AZIMUTH MARK 2 WERE ESTABLISHED THIS DATE. THE ORIGINAL
 HB1770'AZIMUTH MARK WAS DESTROYED.  REFERENCE MARK 2 WAS LEFT IN PLACE, AT
 HB1770'THE CORNER OF A POND AND WILL PROBABLY BE LOST TO USE IN THE FUTURE.
 HB1770'A POLARIS OBSERVATION WAS TAKEN TO THE NEW AZIMUTH MARK AND THE
 HB1770'DIRECTION TO REFERENCE MARK 1 WAS 3 MINUTES, 23 SECONDS LARGER THAN
 HB1770'1938 DATA AND THE DIRECTION TO REFERENCE MARK 2 WAS 2 MINUTES, 17
 HB1770'SECONDS SMALLER.  THE DISTANCE TO REFERENCE MARK 1 WAS 0.08 FT (2.44
 HB1770'CM) SHORTER THAN 1938 DATA AND THE DISTANCE TO REFERENCE MARK 2 WAS
 HB1770'0.11 FT (3.35 CM) LONGER.  THE STATION WAS OCCUPIED IN 1979 BUT THAT
 HB1770'DATA WAS NOT AVAILABLE THIS DATE.  A NEW DESCRIPTION FOLLOWS. THE
 HB1770'STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHEAST OF PATTON, 12.9
 HB1770'KM (8.00 MI) SOUTHWEST OF PERRYVILLE, 4.4 KM (2.75 MI) EAST OF THE
 HB1770'JUNCTION OF STATE HIGHWAY 51 AND STATE ROAD O, IN THE NE1/4, SEC28,
 HB1770'T34N, R10E AND ON PROPERTY OWNED BY CLIFFORD AND KENNETH HOEHN.
 HB1770'KENNETH HOEHNS ADDRESS IS RURAL ROUTE 3, PERRYVILLE, MISSOURI 63775.
 HB1770'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72 AND 51,
 HB1770'ABOUT 1.6 KM (1.00 MI) NORTH OF PATTON, GO NORTH ON HIGHWAY 51 FOR
 HB1770'13.60 KM (8.45 MI) TO STATE ROAD O ON THE RIGHT.  TURN RIGHT AND GO
 HB1770'EAST ON STATE ROAD O FOR 4.43 KM (2.75 MI) TO SEVERAL SMALL PONDS, TWO
 HB1770'BARNS AND THE STATION ON THE LEFT, AT THE BARNS AND ABOUT 90 M (295.3
 HB1770'FT) OR 100 YARDS NORTH OF THE ROAD.
 HB1770' 
 HB1770'THE STATION IS A STANDARD CGS DISK STAMPED--CONRAD 1938-, SET INTO THE
 HB1770'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, FLUSH
 HB1770'WITH GROUND.  LOCATED 67.1 FT (20.5 M) ENE OF THE SOUTHEAST CORNER OF
 HB1770'THE WEST BARN, 55.3 FT (16.9 M) ENE FROM THE SOUTH GATE POST OF A
 HB1770'GATE, 45.9 FT (14.0 M) WSW OF THE SOUTHWEST CORNER OF THE EAST BARN,
 HB1770'AND 22.9 FT (7.0 M) SE OF A LIGHT POLE. REFERENCE MARK NO 1 IS A
 HB1770'STANDARD CGS DISK STAMPED--CONRAD NO 1 1938-, SET INTO THE TOP OF A
 HB1770'SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH
 HB1770'GROUND.  LOCATED 97.0 FT (29.6 M) SSW FROM THE SOUTHWEST CORNER OF THE
 HB1770'EAST BARN, 46.8 FT (14.3 M) E FROM A FENCE, 36.1 FT (11.0 M) N FROM
 HB1770'THE WEST END OF A PIPE CULVERT UNDER THE DRIVEWAY, 20.5 FT (6.2 M) W
 HB1770'FROM THE CENTERLINE OF THE DRIVEWAY, AND 2 FT (0.6 M) LOWER THAN THE
 HB1770'STATION. REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--CONRAD NO
 HB1770'2 1938-, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 HB1770'CM) IN DIAMETER, PROJECTING 18 INCHES (45 CM) ABOVE THE GROUND.
 HB1770'LOCATED 3 FT (0.9 M) SE FROM THE EAST END OF A DAM. REFERENCE MARK NO
 HB1770'3 IS A STANDARD NGS DISK STAMPED--CONRAD 1938 NO 3 1984-, CEMENTED
 HB1770'INTO A DRILLED HOLE IN A CONCRETE APRON IN FROM OF THE EAST END OF THE
 HB1770'WEST BARN AND AT THE SOUTHEAST CORNER OF THE APRON. LOCATED 4.5 FT
 HB1770'(1.4 M) E FROM THE SOUTHEAST CORNER OF THE WEST BARN, 1.5 FT (0.5 M) W
 HB1770'FROM THE EAST EDGE OF THE APRON, AND 1.2 FT (0.4 M) N FROM THE SOUTH
 HB1770'EDGE OF THE APRON. AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 HB1770'STAMPED--CONRAD 1938 NO 2 1984-, SET INTO THE TOP OF A ROUND CONCRETE
 HB1770'MONUMENT 12 INCHES (30 CM) IN DIAMETER, PROJECTING 6 INCHES (15 CM)
 HB1770'ABOVE THE GROUND.  LOCATED 34.5 FT (10.5 M) S FROM THE CENTERLINE OF
 HB1770'STATE ROAD O, 30.0 FT (9.1 M) W FROM THE CENTERLINE OF A GRAVELED
 HB1770'ROAD, 1.5 FT (0.5 M) E FROM A WITNESS POST, AND 1.0 FT (0.3 M) N FROM
 HB1770'A FENCE. TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 HB1770'ROAD O FOR 0.64 KM (0.40 MI) TO A SIDE ROAD ON THE RIGHT AND THE MARK.
 HB1770
 HB1770                          STATION RECOVERY (2003)
 HB1770
 HB1770'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (RWR)
 HB1770'THE STATION IS STAMPED  CONRAD, 1938  SET IN A 12 INCH SQUARE CONCRETE
 HB1770'POST, FLUSH WITH THE GROUND. REFERENCE MARK NO.1 IS STAMPED  CONRAD
 HB1770'NO. 1, 1938  SET IN A 12 INCH SQUARE CONCRETE POST, FLUSH WITH THE
 HB1770'GROUND.  REFERENCE MARK NO. 3 IS STAMPED  CONRAD 1938 NO. 3, 1984  SET
 HB1770'IN A DRILL HOLE IN A CONCRETE APRON OF A BARN.
 HB1770'THE AZIMUTH MARK WAS NOT FOUND.
 HB1770' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1701 ***********************************************************************
 GD1701  DESIGNATION -  CONRAN
 GD1701  PID         -  GD1701
 GD1701  STATE/COUNTY-  MO/NEW MADRID
 GD1701  USGS QUAD   -  PORTAGEVILLE (1971)
 GD1701
 GD1701                         *CURRENT SURVEY CONTROL
 GD1701  ___________________________________________________________________
 GD1701* NAD 83(1997)-  36 28 59.24052(N)    089 38 40.74156(W)     ADJUSTED  
 GD1701* NAVD 88     -        87.27   (+/-2cm)     286.3    (feet)  VERTCON   
 GD1701  ___________________________________________________________________
 GD1701  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 GD1701  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GD1701
 GD1701  HORZ ORDER  -  THIRD
 GD1701  VERT ORDER  -  THIRD ? (See Below)
 GD1701
 GD1701.The horizontal coordinates were established by classical geodetic methods
 GD1701.and adjusted by the National Geodetic Survey in February 2000..
 GD1701
 GD1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1701.The vertical order pertains to the NGVD 29 superseded value.
 GD1701
 GD1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1701
 GD1701.The geoid height was determined by GEOID03.
 GD1701
 GD1701;                    North         East     Units Scale Factor Converg.
 GD1701;SPC MO E     -    72,437.220   326,644.069   MT  1.00000568   +0 30 31.0
 GD1701;SPC TN       -   244,603.860   273,472.323   MT  1.00001246   -2 08 01.4
 GD1701;SPC TN       -   802,504.50    897,217.11   sFT  1.00001246   -2 08 01.4
 GD1701;UTM  16      - 4,040,788.381   263,081.381   MT  1.00029161   -1 34 23.5
 GD1701
 GD1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1701!SPC MO E     -   0.99999079  x   1.00000568  =   0.99999647
 GD1701!SPC TN       -   0.99999079  x   1.00001246  =   1.00000325
 GD1701!UTM  16      -   0.99999079  x   1.00029161  =   1.00028239
 GD1701
 GD1701:                Primary Azimuth Mark                     Grid Az
 GD1701:SPC MO E     -  MARSTON MUN TANK                         038 12 06.7
 GD1701:SPC TN       -  MARSTON MUN TANK                         040 50 39.1
 GD1701:UTM  16      -  MARSTON MUN TANK                         040 17 01.2
 GD1701
 GD1701|---------------------------------------------------------------------|
 GD1701| PID    Reference Object                     Distance      Geod. Az  |
 GD1701|                                                           dddmmss.s |
 GD1701| GD1819 MARSTON MUN TANK                    APPROX. 5.1 KM 0384237.7 |
 GD1701| CG3835 CONRAN AZ MK                                       1923609.8 |
 GD1701| CG3836 CONRAN RM 1                          88.154 METERS 19412     |
 GD1701| GD1704 PORTAGEVILLE MUNICIPAL TANK         APPROX. 8.1 KM 2163116.3 |
 GD1701| GD1706 TRAVERSE STATION 28                  76.235 METERS 27534     |
 GD1701|---------------------------------------------------------------------|
 GD1701
 GD1701                          SUPERSEDED SURVEY CONTROL
 GD1701
 GD1701  NAD 83(1997)-  36 28 59.24198(N)    089 38 40.74218(W) AD(       ) 3
 GD1701  NAD 83(1997)-  36 28 59.24900(N)    089 38 40.73905(W) AD(       ) 3
 GD1701  NAD 83(1986)-  36 28 59.25146(N)    089 38 40.74017(W) AD(       ) 3
 GD1701  NAD 27      -  36 28 59.02950(N)    089 38 40.45440(W) AD(       ) 3
 GD1701  NGVD 29 (07/19/86)   87.18   (m)          286.0    (f) LEVELING    3  
 GD1701
 GD1701.Superseded values are not recommended for survey control.
 GD1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1701.See file dsdata.txt to determine how the superseded data were derived.
 GD1701
 GD1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6308140788(NAD 83)
 GD1701_MARKER: DS = TRIANGULATION STATION DISK
 GD1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1701
 GD1701  HISTORY     - Date     Condition        Report By
 GD1701  HISTORY     - 1954     MONUMENTED       CGS
 GD1701  HISTORY     - 1969     GOOD             CGS
 GD1701
 GD1701                          STATION DESCRIPTION
 GD1701
 GD1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1701'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF PORTAGEVILLE, AND
 GD1701'ABOUT 3 MILES SOUTHWEST OF MARSTON IN THE SMALL VILLAGE OF CONRAN.
 GD1701'IT IS AT THE NORTHWEST CORNER OF THE CONRAN SCHOOL GROUNDS, 68 FEET
 GD1701'SOUTH OF THE CENTER OF A MACADAM ROAD, 38 FEET SOUTH OF A POWERLINE
 GD1701'TRANSFORMER POLE, AND 31 FEET EAST OF THE NORTHEAST CORNER OF
 GD1701'A METAL GARAGE.  IT IS SET FLUSH AND IS STAMPED CONRAN 1954.
 GD1701'
 GD1701'R.M. NO. 1 IS AT THE SOUTH EDGE OF THE SCHOOL GROUNDS, 16 FEET EAST
 GD1701'OF A FENCE CORNER POST, AND 1 FOOT NORTH OF A FENCE.  IT IS SET FLUSH
 GD1701'AND IS STAMPED CONRAN NO 1 1954.
 GD1701'
 GD1701'R.M. NO. 2 IS A U.S. ENGINEERS TRAVERSE STATION DISK LOCATED AT THE
 GD1701'NORTH EDGE OF A LAWN IN FRONT OF MRS. FLORA LAFONTS PROPERTY, 36
 GD1701'FEET SOUTH OF THE CENTER OF A MACADAM ROAD, 8 FEET EAST OF THE EAST
 GD1701'EDGE OF A SIDEWALK, AND 2.5 FEET NORTHWEST OF A LOCUST TREE.  IT IS
 GD1701'SET FLUSH IN A ROUND CONCRETE POST AND IS STAMPED TRAV. STA. 28.
 GD1701'
 GD1701'THE AZIMUTH MARK IS ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 61, 70
 GD1701'FEET NORTH OF TELEPHONE POLE NO. 2675, 51 FEET WEST OF THE CENTER OF
 GD1701'U.S. HIGHWAY 61, AND 1.5 FEET EAST OF A FENCE.  IT IS STAMPED
 GD1701'CONRAN 1954 AND PROJECTS 3 INCHES.
 GD1701'
 GD1701'TO REACH THE STATION FROM THE POST OFFICE IN CONRAN GO EAST FOR 0.1
 GD1701'MILE TO THE NORTHWEST CORNER OF THE CONRAN SCHOOL GROUNDS AND THE
 GD1701'STATION AS DESCRIBED.
 GD1701'
 GD1701'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON A MACADAM ROAD
 GD1701'FOR 0.2 MILE TO THE JUNCTION WITH U.S. HIGHWAY 61, HERE TURN
 GD1701'RIGHT AND GO SOUTHWESTERLY ON THE HIGHWAY FOR 0.35 MILE TO THE
 GD1701'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GD1701'
 GD1701'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1701
 GD1701                          STATION RECOVERY (1969)
 GD1701
 GD1701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1701'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GD1701'TRAV. STA. 28 USE WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 GD1701'COMPLETE AND THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT
 GD1701'COULD NOT BE FOUND AND IS BELIEVED DESTROYED BY GRADING AND
 GD1701'DRAINAGE WORK ALONG U.S. HIGHWAY 61.  THE STATION WAS OCCUPIED AND
 GD1701'HORIZONTAL OBSERVATIONS MADE ON TWO TANKS, A RADIO MAST AND THE
 GD1701'REFERENCE MARKS.  ONE OF THE TANKS OBSERVED UPON, PORTAGEVILLE,
 GD1701'MUNICIPAL WATER TANK, IS POSITIONED AND THE AZIMUTH DIRECTIONS FOR
 GD1701'THE OTHER TANK AND THE RADIO MAST CAN BE DETERMINED THROUGH INVERSE
 GD1701'COMPUTATIONS, AND ALL WILL SERVE AS AZIMUTH MARKS.  THE ANGLE
 GD1701'OBSERVED THIS DATE BETWEEN REFERENCE MARK NO. 1 AND
 GD1701'REFERENCE MARK NO. 2 TRAV. STA. 28 USE CHECKED THE 1954
 GD1701'OBSERVATIONS WELL WITHIN THE ALLOWABLE, HOWEVER, IN CHECKING THE
 GD1701'HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION AND REFERENCE
 GD1701'MARK NO. 1 AND REFERENCE MARK NO. 2 TRAV. STA. 28 USE,
 GD1701'DISCREPANCIES OF PLUS 0.10 OF A FOOT AND PLUS 0.09 OF A FOOT
 GD1701'RESPECTIVELY WERE NOTED.
 GD1701'
 GD1701'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1701'
 GD1701'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF CONRAN, ABOUT 5
 GD1701'MILES NORTHEAST OF PORTAGEVILLE AND ABOUT 3 MILES SOUTHWEST OF
 GD1701'MARSTON, NEAR THE NORTHWEST CORNER OF THE CONRAN SCHOOL GROUNDS
 GD1701'AND ABOUT 150 FEET SOUTHEAST AND ACROSS COUNTY ROUTE F FROM THE
 GD1701'POST OFFICE IN CONRAN.
 GD1701'
 GD1701'THE STATION IS 228 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 GD1701'THE WEST WING OF THE CONRAN SCHOOL BUILDING, 197 FEET WEST-SOUTHWEST
 GD1701'OF A 20-INCH BLACK LOCUST TREE, 89 FEET SOUTH OF THE APPROXIMATE
 GD1701'CENTER OF COUNTY ROUTE F, 49 FEET NORTHEAST OF THE SOUTHEAST
 GD1701'CORNER OF RED METAL BUILDING, 37.5 FEET SOUTH OF GUYED UTILITY POLE
 GD1701'NO. 8, 37 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND 31 FEET
 GD1701'EAST OF THE NORTHEAST CORNER OF THE RED, METAL BUILDING.  IT IS A
 GD1701'STANDARD DISK SET IN THE TOP OF A 14-INCH, SQUARE, CONCRETE
 GD1701'MONUMENT ABOUT 2 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED
 GD1701'CONRAN 1954.
 GD1701'
 GD1701'REFERENCE MARK NO. 1 IS LOCATED IN THE SOUTHWEST CORNER OF THE CONRAN
 GD1701'SCHOOL GROUNDS, ABOUT 240 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 GD1701'RED, METAL BUILDING, 19 FEET EAST OF A 12-INCH, BLACK CHERRY TREE,
 GD1701'11 FEET EAST OF A SOUTHEAST FENCE CORNER POST, 1.0 FOOT NORTH OF A
 GD1701'METAL WITNESS POST AND SIGN, AND AT THE NORTH EDGE OF A LARGE
 GD1701'CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1701'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 GD1701'DISK IS STAMPED CONRAN NO 1 1954.
 GD1701'
 GD1701'REFERENCE MARK NO. 2 TRAV. STA. 28 USE IS 97 FEET EAST OF UTILITY
 GD1701'POLE NO. 10, 84 FEET WEST OF UTILITY POLE NO. 9, 43 FEET WEST OF A
 GD1701'NORTHWEST FENCE CORNER POST, 36 FEET SOUTH OF THE APPROXIMATE
 GD1701'CENTER OF COUNTY ROUTE F, 32 FEET EAST-NORTHEAST OF A FORKED
 GD1701'TRUNKED JAPANESE MAGNOLIA TREE, 25 FEET NORTH-NORTHWEST OF A
 GD1701'FORKED TRUNKED ALBEZZIA TREE, 8.5 FEET EAST OF THE EAST EDGE OF A
 GD1701'CONCRETE SIDEWALK LEADING SOUTH INTO A FRAME HOUSE, AND 0.5 OF A
 GD1701'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A U.S.E.D.
 GD1701'BRASS DISK SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE MONUMENT
 GD1701'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GD1701'TRAV. STA. 28.  THIS MARK WAS A TRAVERSE TIE TO STATION
 GD1701'CONRAN 1954, HOWEVER, THE HORIZONTAL MEASURED DISTANCE COULD
 GD1701'NOT BE CHECKED THIS LATE, WHEN MEASURED WITH A 300 FOOT STEEL TAPE,
 GD1701'THE DISCREPANCY BEING PLUS 0.09 OF A FOOT.
 GD1701'
 GD1701'DUE TO NUMEROUS OBSTRUCTIONS, IT WAS NOT POSSIBLE TO MEASURE BETWEEN
 GD1701'THE REFERENCE MARKS.
 GD1701'
 GD1701'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT CONRAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1956 ***********************************************************************
 JE1956  DESIGNATION -  CONTROL
 JE1956  PID         -  JE1956
 JE1956  STATE/COUNTY-  MO/JACKSON
 JE1956  USGS QUAD   -  BELTON (1991)
 JE1956
 JE1956                         *CURRENT SURVEY CONTROL
 JE1956  ___________________________________________________________________
 JE1956* NAD 83(1997)-  38 50 44.93031(N)    094 33 20.26800(W)     ADJUSTED  
 JE1956* NAVD 88     -       346.5    (meters)    1137.     (feet)  VERTCON   
 JE1956  ___________________________________________________________________
 JE1956  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 JE1956  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE1956
 JE1956  HORZ ORDER  -  SECOND
 JE1956
 JE1956.This mark is at Richards-Gebaur-Ks City South Airport (GVW)
 JE1956
 JE1956.The horizontal coordinates were established by classical geodetic methods
 JE1956.and adjusted by the National Geodetic Survey in February 2000..
 JE1956
 JE1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1956
 JE1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1956
 JE1956.The geoid height was determined by GEOID03.
 JE1956
 JE1956;                    North         East     Units Scale Factor Converg.
 JE1956;SPC MO W     -   297,335.060   845,170.816   MT  0.99994146   -0 02 05.6
 JE1956;SPC KS N     -    62,576.744   698,942.297   MT  0.99998167   +2 10 45.5
 JE1956;UTM  15      - 4,300,816.288   364,999.831   MT  0.99982442   -0 58 33.2
 JE1956
 JE1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1956!SPC MO W     -   0.99995069  x   0.99994146  =   0.99989216
 JE1956!SPC KS N     -   0.99995069  x   0.99998167  =   0.99993237
 JE1956!UTM  15      -   0.99995069  x   0.99982442  =   0.99977512
 JE1956
 JE1956:                Primary Azimuth Mark                     Grid Az
 JE1956:SPC MO W     -  GRANDVIEW MUNICIPAL TANK                 017 49 09.1
 JE1956:SPC KS N     -  GRANDVIEW MUNICIPAL TANK                 015 36 18.0
 JE1956:UTM  15      -  GRANDVIEW MUNICIPAL TANK                 018 45 36.7
 JE1956
 JE1956|---------------------------------------------------------------------|
 JE1956| PID    Reference Object                     Distance      Geod. Az  |
 JE1956|                                                           dddmmss.s |
 JE1956| JE1944 GRANDVIEW MUNICIPAL TANK            APPROX. 5.4 KM 0174703.5 |
 JE1956| JE1967 BELTON GEBAUR AFB MICROWAVE         APPROX. 0.7 KM 0873136.0 |
 JE1956| JE1968 BELTON OLD MUNICIPAL TANK           APPROX. 4.4 KM 1514526.4 |
 JE1956| JE1965 BELTON GEBAUR AFB TANK              APPROX. 2.0 KM 1520948.0 |
 JE1956| JE1963 BELTON NEW MUNICIPAL TANK           APPROX. 3.8 KM 1524401.8 |
 JE1956| JE1982 TACAN TOWER ANTENNA                 APPROX. 1.1 KM 1940506.4 |
 JE1956| JE1973 GLIDE PATH ANTENNA                  APPROX. 1.3 KM 2011917.9 |
 JE1956| JE1962 GCA                                 235.910 METERS 30735     |
 JE1956|---------------------------------------------------------------------|
 JE1956
 JE1956                          SUPERSEDED SURVEY CONTROL
 JE1956
 JE1956  NAD 83(1997)-  38 50 44.93036(N)    094 33 20.26796(W) AD(       ) 2
 JE1956  NAD 83(1986)-  38 50 44.93807(N)    094 33 20.26479(W) AD(       ) 2
 JE1956  NAD 27      -  38 50 44.91031(N)    094 33 19.42786(W) AD(       ) 2
 JE1956  NGVD 29 (07/19/86)  346.4    (m)         1136.     (f) VERT ANG       
 JE1956
 JE1956.Superseded values are not recommended for survey control.
 JE1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1956.See file dsdata.txt to determine how the superseded data were derived.
 JE1956
 JE1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6500000816(NAD 83)
 JE1956_MARKER: DS = TRIANGULATION STATION DISK
 JE1956_SETTING: 0 = UNSPECIFIED SETTING
 JE1956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1956
 JE1956  HISTORY     - Date     Condition        Report By
 JE1956  HISTORY     - 1967     MONUMENTED       CGS
 JE1956
 JE1956                          STATION DESCRIPTION
 JE1956
 JE1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 JE1956'2.5 MILES NORTHWEST OF BELTON NEAR THE CENTER OF THE SOUTH EDGE
 JE1956'OF SEC. 34, T47N, R33W, ON TOP OF THE CONTROL TOWER AT RICHARDS
 JE1956'GEBAUR AFB.
 JE1956'
 JE1956'STATION MARK, A STANDARD DISK STAMPED CONTROL 1967 IS SET FLUSH
 JE1956'WITH THE BUILT UP (TARRED) ROOF AND IS FIVE FEET SOUTHEAST OF
 JE1956'THE CENTER OF THE TOWER, 3 FEET SOUTH OF THE ACCESS (TRAP) DOOR
 JE1956'THROUGH THE ROOF.
 JE1956'
 JE1956'NO OTHER MARKS WERE SET AT THE STATION.
 JE1956'
 JE1956'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1429 ***********************************************************************
 KE1429  DESIGNATION -  CONTROL
 KE1429  PID         -  KE1429
 KE1429  STATE/COUNTY-  MO/PLATTE
 KE1429  USGS QUAD   -  FERRELVIEW (1975)
 KE1429
 KE1429                         *CURRENT SURVEY CONTROL
 KE1429  ___________________________________________________________________
 KE1429* NAD 83(1997)-  39 17 50.77608(N)    094 42 55.49392(W)     ADJUSTED  
 KE1429* NAVD 88     -       361.79   (+/-2cm)    1187.0    (feet)  VERTCON   
 KE1429  ___________________________________________________________________
 KE1429  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 KE1429  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE1429
 KE1429  HORZ ORDER  -  SECOND
 KE1429  VERT ORDER  -  THIRD ? (See Below)
 KE1429
 KE1429.This mark is at Kansas City Intl Airport (MCI)
 KE1429
 KE1429.The horizontal coordinates were established by classical geodetic methods
 KE1429.and adjusted by the National Geodetic Survey in February 2000..
 KE1429
 KE1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1429.The vertical order pertains to the NGVD 29 superseded value.
 KE1429
 KE1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1429
 KE1429.The geoid height was determined by GEOID03.
 KE1429
 KE1429;                    North         East     Units Scale Factor Converg.
 KE1429;SPC MO W     -   347,490.617   831,418.839   MT  0.99994543   -0 08 11.2
 KE1429;UTM  15      - 4,351,187.106   352,078.700   MT  0.99986941   -1 05 11.9
 KE1429
 KE1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1429!SPC MO W     -   0.99994833  x   0.99994543  =   0.99989377
 KE1429!UTM  15      -   0.99994833  x   0.99986941  =   0.99981775
 KE1429
 KE1429:                Primary Azimuth Mark                     Grid Az
 KE1429:SPC MO W     -  KANSAS CITY INTL APT TANK                088 46 39.8
 KE1429:UTM  15      -  KANSAS CITY INTL APT TANK                089 43 40.5
 KE1429
 KE1429|---------------------------------------------------------------------|
 KE1429| PID    Reference Object                     Distance      Geod. Az  |
 KE1429|                                                           dddmmss.s |
 KE1429| KE1427 KANSAS CITY INTL APT TANK           APPROX. 2.0 KM 0883828.6 |
 KE1429| KE1428 AIRPORT BCN MID CONTINENT APT       APPROX. 2.0 KM 1094311.9 |
 KE1429| KE1496 PLATT WOOD MUN TANK                 APPROX. 8.8 KM 1443124.5 |
 KE1429| KE1484 KANSAS CITY SW BELL MICROWAVE       APPROX.24.8 KM 1513052.2 |
 KE1429| KE1485 KANSAS CITY NOAA RADAR DOME         APPROX.24.5 KM 1514539.1 |
 KE1429| KE1459 KANSAS CITY LIBERTY MEM MON         APPROX.26.5 KM 1545927.5 |
 KE1429| KE1486 KANSAS CITY TV STA KCMO MAST        APPROX.27.7 KM 1552737.5 |
 KE1429| KE1488 KANSAS CITY TV STA WDAF MAST        APPROX.27.0 KM 1573233.9 |
 KE1429|---------------------------------------------------------------------|
 KE1429
 KE1429                          SUPERSEDED SURVEY CONTROL
 KE1429
 KE1429  NAD 83(1997)-  39 17 50.77605(N)    094 42 55.49400(W) AD(       ) 2
 KE1429  NAD 83(1986)-  39 17 50.78384(N)    094 42 55.48779(W) AD(       ) 2
 KE1429  NAD 27      -  39 17 50.77762(N)    094 42 54.63416(W) AD(       ) 2
 KE1429  NGVD 29 (07/19/86)  361.68   (m)         1186.6    (f) LEVELING    3  
 KE1429
 KE1429.Superseded values are not recommended for survey control.
 KE1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1429.See file dsdata.txt to determine how the superseded data were derived.
 KE1429
 KE1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5207951187(NAD 83)
 KE1429_MARKER: DS = TRIANGULATION STATION DISK
 KE1429_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KE1429_SP_SET: CATWALK
 KE1429_STAMPING: CONTROL 1974
 KE1429_MARK LOGO: NGS   
 KE1429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KE1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1429
 KE1429  HISTORY     - Date     Condition        Report By
 KE1429  HISTORY     - 1974     MONUMENTED       NGS
 KE1429  HISTORY     - 1976     GOOD             NGS
 KE1429  HISTORY     - 1978     GOOD             NGS
 KE1429  HISTORY     - 19820615 GOOD             NGS
 KE1429  HISTORY     - 20001212 MARK NOT FOUND   LOCSUR
 KE1429
 KE1429                          STATION DESCRIPTION
 KE1429
 KE1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 KE1429'THE STATION MARK IS SET IN THE SOUTHEAST CORNER OF THE CATWALK FOR
 KE1429'THE CONTROL TOWER AT THE KANSAS CITY, MISSOURI INTERNATIONAL
 KE1429'AIRPORT.
 KE1429'
 KE1429'STATION MARK IS A STANDARD DISK, STAMPED CONTROL 1974, BONDED TO
 KE1429'THE FLOOR OF THE CATWALK.  IT IS 4.6 FEET SOUTHEAST OF THE SOUTHEAST
 KE1429'CORNER OF THE CONTROL TOWER, 2.3 FEET WEST OF THE EAST PARAPET
 KE1429'AROUND THE CATWALK AND 2.3 FEET NORTH OF THE SOUTH PARAPET AROUND
 KE1429'THE CATWALK.
 KE1429'
 KE1429'NOTE--THERE WAS NO REFERENCE MARKS SET FOR THIS STATION.
 KE1429'
 KE1429'NEAREST TOWN--PLATTE CITY.
 KE1429'
 KE1429'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 KE1429
 KE1429                          STATION RECOVERY (1976)
 KE1429
 KE1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HBA)
 KE1429'RECOVERED AS DESCRIBED.
 KE1429'
 KE1429'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY
 KE1429'INTL AIRPORT.
 KE1429
 KE1429                          STATION RECOVERY (1978)
 KE1429
 KE1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 KE1429'RECOVERED IN GOOD CONDITION.  THE NGS DESCRIPTION WAS NOT AVAILABLE
 KE1429'TO THE FIELD PARTY.
 KE1429'
 KE1429'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY
 KE1429'INTERNATIONAL AIRPORT.
 KE1429
 KE1429                          STATION RECOVERY (1982)
 KE1429
 KE1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KE1429'THE STATION IS SET IN THE SE CORNER OF THE CATWALK FOR THE CONTROL
 KE1429'TOWER.  IT IS 4.6 FT (1.4 M) SE OF SE CORNER OF THE CONTROL TOWER, 2.3
 KE1429'FT (0.7 M) WEST OF THE EAST PARAPET AROUND CATWALK, 2.3 FT (0.7 M)
 KE1429'NORTH OF THE SOUTH PARAPET AROUND THE CATWALK.  STATION IS SET IN
 KE1429'FLOOR OF CATWALK AND IS A STANDARD DISK STAMPED CONTROL 1974.
 KE1429
 KE1429                          STATION RECOVERY (2000)
 KE1429
 KE1429'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 KE1429'CONTROL TOWER TORN OUT AND REPLACED APPROXIMATELY 1998.  IT IS
 KE1429'PRESUMED THAT THE MARK WAS NOT REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1177 ***********************************************************************
 HD1177  DESIGNATION -  CONWAY
 HD1177  PID         -  HD1177
 HD1177  STATE/COUNTY-  MO/LACLEDE
 HD1177  USGS QUAD   -  NIANGUA (1982)
 HD1177
 HD1177                         *CURRENT SURVEY CONTROL
 HD1177  ___________________________________________________________________
 HD1177* NAD 83(1997)-  37 29 10.99603(N)    092 49 57.02925(W)     ADJUSTED  
 HD1177* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 HD1177  ___________________________________________________________________
 HD1177  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 HD1177  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 HD1177
 HD1177  HORZ ORDER  -  SECOND
 HD1177
 HD1177.The horizontal coordinates were established by classical geodetic methods
 HD1177.and adjusted by the National Geodetic Survey in February 2000..
 HD1177
 HD1177.The orthometric height was scaled from a topographic map.
 HD1177
 HD1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1177
 HD1177.The geoid height was determined by GEOID03.
 HD1177
 HD1177;                    North         East     Units Scale Factor Converg.
 HD1177;SPC MO C     -   183,481.302   470,594.402   MT  0.99994398   -0 12 08.5
 HD1177;UTM  15      - 4,148,844.340   514,807.312   MT  0.99960270   +0 06 07.0
 HD1177
 HD1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1177!SPC MO C     -   0.99993525  x   0.99994398  =   0.99987923
 HD1177!UTM  15      -   0.99993525  x   0.99960270  =   0.99953797
 HD1177
 HD1177|---------------------------------------------------------------------|
 HD1177| PID    Reference Object                     Distance      Geod. Az  |
 HD1177|                                                           dddmmss.s |
 HD1177| CQ5493 CONWAY RM 1                          33.208 METERS 01047     |
 HD1177| CQ5492 CONWAY AZ MK                                       1952615.0 |
 HD1177| CQ5494 CONWAY RM 2                          30.693 METERS 23355     |
 HD1177|---------------------------------------------------------------------|
 HD1177
 HD1177                          SUPERSEDED SURVEY CONTROL
 HD1177
 HD1177  NAD 83(1986)-  37 29 11.00865(N)    092 49 57.02868(W) AD(       ) 2
 HD1177  NAD 27      -  37 29 10.84900(N)    092 49 56.39000(W) AD(       ) 2
 HD1177
 HD1177.Superseded values are not recommended for survey control.
 HD1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1177.See file dsdata.txt to determine how the superseded data were derived.
 HD1177
 HD1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB1480748844(NAD 83)
 HD1177_MARKER: DS = TRIANGULATION STATION DISK
 HD1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1177+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 HD1177
 HD1177  HISTORY     - Date     Condition        Report By
 HD1177  HISTORY     - 1947     MONUMENTED       CGS
 HD1177  HISTORY     - 1964     GOOD             CGS
 HD1177  HISTORY     - 20060724 GOOD             MODNR
 HD1177
 HD1177                          STATION DESCRIPTION
 HD1177
 HD1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1177'THE STATION IS LOCATED ON THE EAST SIDE OF U.S. HIGHWAY 66 ABOUT
 HD1177'18 MILES SOUTHWEST OF LEBANON AND 1 MILE SOUTHWEST OF CONWAY.  IT
 HD1177'IS ABOUT 215 FEET EAST OF THE APPROXIMATE CENTERLINE OF U.S.
 HD1177'HIGHWAY 66 IN A GRASSY WOODLOT WEST OF RAILROAD TRACKS.  THE
 HD1177'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CONWAY 1947.
 HD1177'
 HD1177'REFERENCE MARK NO. 1 IS 108.95 FEET NORTH OF THE STATION AND
 HD1177'ABOUT 225 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL LIQUOR
 HD1177'STORE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 HD1177'CONWAY NO 1 1947.
 HD1177'
 HD1177'REFERENCE MARK NO. 2 IS 100.70 FEET SOUTHWEST OF THE STATION AND
 HD1177'ABOUT 150 FEET EAST OF U.S. HIGHWAY 66.  THE MARK PROJECTS ABOUT
 HD1177'3 INCHES AND THE DISK IS STAMPED CONWAY NO 1 1947.
 HD1177'
 HD1177'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, 31 FEET
 HD1177'WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 66, 11 FEET NORTH
 HD1177'OF A POWER POLE MARKED MISSOURI ELECTRIC POWER CO., 108-250, 3
 HD1177'FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF A FENCE.  THIS
 HD1177'MARK IS IN WEBSTER COUNTY.  THE MARK PROJECTS ABOUT 4 INCHES AND
 HD1177'THE DISK IS STAMPED CONWAY 1947.
 HD1177'
 HD1177'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 HD1177'COUNTY ROUTES M AND Y IN CONWAY GO SOUTH ON U.S. HIGHWAY 66 FOR
 HD1177'1.2 MILES TO FILLING STATION ON RIGHT AND LIQUOR STORE AND STATION
 HD1177'SOUTHEAST OF LIQUOR STORE.  TO REACH AZIMUTH MARK FROM STATION GO
 HD1177'0.4 MILE SOUTH ON U.S. HIGHWAY 66 TO POWER POLE AND MARK ON
 HD1177'RIGHT.
 HD1177'
 HD1177'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HD1177
 HD1177                          STATION RECOVERY (1964)
 HD1177
 HD1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RMB)
 HD1177'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION- TO REACH
 HD1177'FROM THE INTERCHANGE OF U.S. 66 AND STATE ROAD M, TO E ON ROAD M
 HD1177'0.9 MI TO THE INTERSECTION OF STATE ROAD CC (OLD US 66).  TURN RT.,
 HD1177'GO S 1.2 MI TO A FARM ON THE RIGHT (THE WARRENS) AND A WHITE
 HD1177'FRAME HOUSE ON THE LEFT.  STA. IS LOCATED IN AN OPEN FIELD S OF
 HD1177'THE WHITE FRAME HOUSE, 215 FT E OF THE CENTERLINE OF RD. CC,
 HD1177'STANDARD TABLET SET IN CONCRETE POST PROJECTING ABOUT 3 IN.
 HD1177
 HD1177                          STATION RECOVERY (2006)
 HD1177
 HD1177'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HD1177'RECOVERED AZIMUTH MARK AND REFERENCE MARK ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH9092 ***********************************************************************
 AH9092  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH9092  DESIGNATION -  CONWAY CORS ARP
 AH9092  CORS_ID     -  CNWM
 AH9092  PID         -  AH9092
 AH9092  STATE/COUNTY-  MO/LACLEDE
 AH9092  USGS QUAD   -  BRUSH CREEK (1979)
 AH9092
 AH9092                         *CURRENT SURVEY CONTROL
 AH9092  ___________________________________________________________________
 AH9092* NAD 83(CORS)-  37 31 22.17766(N)    092 42 12.54079(W)     ADJUSTED  
 AH9092* NAVD 88     -                                                        
 AH9092  ___________________________________________________________________
 AH9092  EPOCH DATE  -        2002.00
 AH9092  X           -    -238,908.763 (meters)                     COMP
 AH9092  Y           -  -5,059,510.589 (meters)                     COMP
 AH9092  Z           -   3,863,793.414 (meters)                     COMP
 AH9092  ELLIP HEIGHT-         360.62  (meters)          (03/??/02) GPS OBS
 AH9092  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 AH9092
 AH9092  HORZ ORDER  -  SPECIAL (CORS)
 AH9092  ELLP ORDER  -  SPECIAL (CORS)
 AH9092
 AH9092.ITRF positions are available for this station.
 AH9092.The coordinates were established by GPS observations
 AH9092.and adjusted by the National Geodetic Survey in March 2002..
 AH9092.The coordinates are valid at the epoch date displayed above.
 AH9092.The epoch date for horizontal control is a decimal equivalence
 AH9092.of Year/Month/Day.
 AH9092
 AH9092
 AH9092.The PID for the CORS L1 Phase Center is AJ7962.
 AH9092
 AH9092.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH9092
 AH9092.The ellipsoidal height was determined by GPS observations
 AH9092.and is referenced to NAD 83.
 AH9092
 AH9092.The geoid height was determined by GEOID03.
 AH9092
 AH9092;                    North         East     Units Scale Factor Converg.
 AH9092;SPC MO C     -   187,492.856   482,013.545   MT  0.99993732   -0 07 26.2
 AH9092
 AH9092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9092!SPC MO C     -   0.99994341  x   0.99993732  =   0.99988074
 AH9092
 AH9092                          SUPERSEDED SURVEY CONTROL
 AH9092
 AH9092  NAD 83(CORS)-  37 31 22.17807(N)    092 42 12.54095(W) AD(1997.00) c
 AH9092  ELLIP H (07/??/00)  360.59   (m)                       GP(1997.00) c c
 AH9092  NAD 83(CORS)-  37 31 22.17791(N)    092 42 12.54073(W) AD(1997.00) c
 AH9092  ELLIP H (05/??/99)  360.59   (m)                       GP(1997.00) c c
 AH9092
 AH9092.Superseded values are not recommended for survey control.
 AH9092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9092.See file dsdata.txt to determine how the superseded data were derived.
 AH9092
 AH9092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2620152915(NAD 83)
 AH9092_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH9092
 AH9092                          STATION DESCRIPTION
 AH9092
 AH9092'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH9092'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH9092'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH9092'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH9092'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH9092'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7962 ***********************************************************************
 AJ7962  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7962  DESIGNATION -  CONWAY CORS L1 PHASE CENTER
 AJ7962  CORS_ID     -  CNWM
 AJ7962  PID         -  AJ7962
 AJ7962  STATE/COUNTY-  MO/LACLEDE
 AJ7962  USGS QUAD   -  BRUSH CREEK (1979)
 AJ7962
 AJ7962                         *CURRENT SURVEY CONTROL
 AJ7962  ___________________________________________________________________
 AJ7962* NAD 83(CORS)-  37 31 22.17765(N)    092 42 12.54074(W)     ADJUSTED  
 AJ7962* NAVD 88     -                                                        
 AJ7962  ___________________________________________________________________
 AJ7962  EPOCH DATE  -        2002.00
 AJ7962  X           -    -238,908.764 (meters)                     COMP
 AJ7962  Y           -  -5,059,510.645 (meters)                     COMP
 AJ7962  Z           -   3,863,793.456 (meters)                     COMP
 AJ7962  ELLIP HEIGHT-         360.69  (meters)          (03/??/02) GPS OBS
 AJ7962  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 AJ7962
 AJ7962  HORZ ORDER  -  SPECIAL (CORS)
 AJ7962  ELLP ORDER  -  SPECIAL (CORS)
 AJ7962
 AJ7962.ITRF positions are available for this station.
 AJ7962.The coordinates were established by GPS observations
 AJ7962.and adjusted by the National Geodetic Survey in March 2002..
 AJ7962.The coordinates are valid at the epoch date displayed above.
 AJ7962.The epoch date for horizontal control is a decimal equivalence
 AJ7962.of Year/Month/Day.
 AJ7962
 AJ7962
 AJ7962.The PID for the CORS ARP is AH9092.
 AJ7962
 AJ7962.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7962
 AJ7962.The ellipsoidal height was determined by GPS observations
 AJ7962.and is referenced to NAD 83.
 AJ7962
 AJ7962.The geoid height was determined by GEOID03.
 AJ7962
 AJ7962;                    North         East     Units Scale Factor Converg.
 AJ7962;SPC MO C     -   187,492.856   482,013.546   MT  0.99993732   -0 07 26.2
 AJ7962
 AJ7962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7962!SPC MO C     -   0.99994340  x   0.99993732  =   0.99988073
 AJ7962
 AJ7962                          SUPERSEDED SURVEY CONTROL
 AJ7962
 AJ7962  NAD 83(CORS)-  37 31 22.17806(N)    092 42 12.54090(W) AD(1997.00) c
 AJ7962  ELLIP H (07/??/00)  360.67   (m)                       GP(1997.00) c c
 AJ7962  NAD 83(CORS)-  37 31 22.17790(N)    092 42 12.54068(W) AD(1997.00) c
 AJ7962  ELLIP H (05/??/99)  360.66   (m)                       GP(1997.00) c c
 AJ7962
 AJ7962.Superseded values are not recommended for survey control.
 AJ7962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7962.See file dsdata.txt to determine how the superseded data were derived.
 AJ7962
 AJ7962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2620152915(NAD 83)
 AJ7962_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7962
 AJ7962                          STATION DESCRIPTION
 AJ7962
 AJ7962'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7962'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7962'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7962'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7962'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7962'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0923 ***********************************************************************
 HE0923  DESIGNATION -  COOK
 HE0923  PID         -  HE0923
 HE0923  STATE/COUNTY-  MO/BARTON
 HE0923  USGS QUAD   -  DUDENVILLE (1973)
 HE0923
 HE0923                         *CURRENT SURVEY CONTROL
 HE0923  ___________________________________________________________________
 HE0923* NAD 83(1997)-  37 21 53.64595(N)    094 07 05.14020(W)     ADJUSTED  
 HE0923* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 HE0923  ___________________________________________________________________
 HE0923  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 HE0923  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HE0923
 HE0923  HORZ ORDER  -  SECOND
 HE0923
 HE0923.The horizontal coordinates were established by classical geodetic methods
 HE0923.and adjusted by the National Geodetic Survey in February 2000..
 HE0923
 HE0923.The orthometric height was scaled from a topographic map.
 HE0923
 HE0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0923
 HE0923.The geoid height was determined by GEOID03.
 HE0923
 HE0923;                    North         East     Units Scale Factor Converg.
 HE0923;SPC MO W     -   133,032.656   883,828.988   MT  0.99995527   +0 13 54.4
 HE0923;UTM  15      - 4,135,939.668   400,992.095   MT  0.99972075   -0 40 43.0
 HE0923
 HE0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0923!SPC MO W     -   0.99995263  x   0.99995527  =   0.99990791
 HE0923!UTM  15      -   0.99995263  x   0.99972075  =   0.99967340
 HE0923
 HE0923:                Primary Azimuth Mark                     Grid Az
 HE0923:SPC MO W     -  GOLDEN CITY MUNICIPAL TANK               036 24 50.8
 HE0923:UTM  15      -  GOLDEN CITY MUNICIPAL TANK               037 19 28.2
 HE0923
 HE0923|---------------------------------------------------------------------|
 HE0923| PID    Reference Object                     Distance      Geod. Az  |
 HE0923|                                                           dddmmss.s |
 HE0923| HE0920 GOLDEN CITY MUNICIPAL TANK          APPROX. 4.0 KM 0363845.2 |
 HE0923| HD1378 LOCKWOOD MO FARMERS ASSN ELEV       APPROX.14.7 KM 0801237.7 |
 HE0923| HD1379 LOCKWOOD MUNICIPAL TANK             APPROX.14.8 KM 0810528.6 |
 HE0923| AJ6827 COOK RM 1                            34.400 METERS 09125     |
 HE0923| HD1375 MEINERT ZION LUTH CH CROSS          APPROX.11.7 KM 1055748.0 |
 HE0923| AI3275 COOK AZ MK                          416.581 METERS 1820206.0 |
 HE0923| AJ6826 COOK RM 2                            30.218 METERS 19433     |
 HE0923| HE0924 GOLDEN CITY ATT MICROWAVE TWR       APPROX. 4.0 KM 2714327.6 |
 HE0923|---------------------------------------------------------------------|
 HE0923
 HE0923                          SUPERSEDED SURVEY CONTROL
 HE0923
 HE0923  NAD 83(1997)-  37 21 53.64637(N)    094 07 05.14018(W) AD(       ) 2
 HE0923  NAD 83(1997)-  37 21 53.65595(N)    094 07 05.14123(W) AD(       ) 2
 HE0923  NAD 83(1986)-  37 21 53.65825(N)    094 07 05.13859(W) AD(       ) 2
 HE0923  NAD 27      -  37 21 53.47460(N)    094 07 04.34710(W) AD(       ) 2
 HE0923
 HE0923.Superseded values are not recommended for survey control.
 HE0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0923.See file dsdata.txt to determine how the superseded data were derived.
 HE0923
 HE0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0099235940(NAD 83)
 HE0923_MARKER: DS = TRIANGULATION STATION DISK
 HE0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0923_STAMPING: COOK 1960
 HE0923_MARK LOGO: CGS   
 HE0923_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0923+STABILITY: SURFACE MOTION
 HE0923
 HE0923  HISTORY     - Date     Condition        Report By
 HE0923  HISTORY     - 1960     MONUMENTED       CGS
 HE0923  HISTORY     - 19850615 GOOD             NGS
 HE0923
 HE0923                          STATION DESCRIPTION
 HE0923
 HE0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0923'THE STATION IS APPROXIMATELY 2 MILES SOUTHWEST OF GOLDEN
 HE0923'CITY, 10 MILES EAST OF JASPER, IN THE SOUTHWEST CORNER OF
 HE0923'THE SOUTHWEST QUARTER OF SECTION 3, T-30-N, R-29-W, ON PROPERTY
 HE0923'OWNED BY MR. KYLE COOK.
 HE0923'
 HE0923'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HE0923'37 AND 126 AT THE WEST EDGE OF GOLDEN CITY, GO SOUTH ON
 HE0923'HIGHWAY 37 FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 HE0923'RIGHT AND GO WEST ON A GRAVEL ROAD FOR 0.9 MILE TO A CROSSROAD
 HE0923'AND THE STATION IN THE NORTHEAST ANGLE.
 HE0923'
 HE0923'STATION MARKS ARE STANDARD DISKS STAMPED COOK 1960.  THE
 HE0923'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HE0923'THE SURFACE OF THE GROUND.  IT IS 68 FEET SOUTHWEST OF THE
 HE0923'SOUTHWEST CORNER OF MR. KYLES HOUSE, 45 FEET EAST OF THE
 HE0923'CENTER OF A GRAVEL ROAD, 39 FEET NORTH OF THE CENTER OF A
 HE0923'GRAVEL ROAD, 38 FEET SOUTHEAST OF A 2-FOOT TREE AND 30 FEET
 HE0923'NORTHWEST OF A 4-FOOT TREE.  THE UNDERGROUND DISK IS SET
 HE0923'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE
 HE0923'OF THE GROUND.
 HE0923'
 HE0923'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COOK NO 1 1960,
 HE0923'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HE0923'OF THE GROUND.  IT IS 63 FEET SOUTHEAST OF THE SOUTHEAST
 HE0923'CORNER OF THE HOUSE, 42 FEET NORTH OF THE CENTER OF A GRAVEL
 HE0923'ROAD, 10 FEET WEST OF THE CENTER OF A DRIVEWAY AND 6 FEET
 HE0923'NORTHWEST OF A 4-FOOT TREE.
 HE0923'
 HE0923'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COOK NO 2 1960,
 HE0923'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HE0923'OF THE GROUND.  IT IS 57 FEET SOUTH OF THE CENTER OF A GRAVEL
 HE0923'ROAD, 22 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 15
 HE0923'FEET NORTH OF A POWER POLE.
 HE0923'
 HE0923'AZIMUTH MARK, A STANDARD DISK STAMPED COOK 1960, IS SET
 HE0923'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HE0923'24 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET NORTHEAST
 HE0923'OF A FENCE CORNER AND 1.7 FEET EAST OF A METAL WITNESS POST.
 HE0923'
 HE0923'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 HE0923'GRAVEL ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT
 HE0923'NEAR A FENCE CORNER.
 HE0923'
 HE0923'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HE0923
 HE0923                          STATION RECOVERY (1985)
 HE0923
 HE0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HE0923'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE0923'WERE ALL RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 HE0923'THE REFERENCE MARKS AGREED WITH 1960 DATA.  THE UNDERGROUND MARK WAS
 HE0923'NOT INSPECTED.  THE AZIMUTH MARK WAS POSITIONED BY ELECTRONIC
 HE0923'TRAVERSE.  THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) E OF
 HE0923'JASPER, 3.2 KM (2.00 MI) SW OF GOLDEN CITY, AT A CROSSROAD, IN THE
 HE0923'SW1/4, SEC3, T30N, R29W, AND IN THE LAWN OF A FARM HOUSE. OWNERSHIP-
 HE0923'MRS KYLE COOK, ROUTE 1, BOX 101, GOLDEN CITY, MISSOURI. TO REACH THE
 HE0923'STATION FROM THE JUNCTION OF STATE HWYS 37 AND 126, AT THE W EDGE OF
 HE0923'GOLDEN CITY, GO S ON HWY 37 FOR 3.38 KM (2.10 MI) TO A SIDE ROAD ON
 HE0923'THE RIGHT. TURN RIGHT AND GO W ON A GRAVELED ROAD FOR 1.45 KM (0.90
 HE0923'MI) TO THE STATION ON THE RIGHT, IN THE NE CORNER OF A ROAD
 HE0923'INTERSECTION, AND AT A FARM HOUSE.  THE STATION IS A STANDARD CGS DISK
 HE0923'STAMPED COOK 1960, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30.0
 HE0923'CM OR 12.0 INCHES IN DIAMETER RECESSED 5 CM OR 2 INCHES ABOVE THE
 HE0923'GROUND LOCATED 19.36 M (63.52 FT) SW FROM THE SW CORNER OF THE HOUSE,
 HE0923'14.0 M (45.9 FT) E FROM THE CENTERLINE OF THE N/S ROAD, AND 13.0 M
 HE0923'(42.7 FT) N FROM THE CENTERLINE OF THE E/W ROAD.  REFERENCE MARK NO 1
 HE0923'IS A STANDARD CGS DISK STAMPED COOK NO 1 1960, SET INTO THE TOP OF A
 HE0923'SQUARE CONCRETE MONUMRNY 30.0 CM OR 12.0 INCHES IN DIAMETER FLUSH WITH
 HE0923'GROUND LOCATED 17.83 M (58.50 FT) SE FROM THE SE CORNER OF THE HOUSE,
 HE0923'13.7 M (44.9 FT) N FROM THE CENTERLINE OF THE E/W ROAD, 4.9 M (16.1
 HE0923'FT) W FROM THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE AND LEVEL WITH
 HE0923'THE STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED COOK
 HE0923'NO 2 1960, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30.0 CM OR
 HE0923'12.0 INCHES IN DIAMETER PROJECTING 5 CM OR 2 INCHES ABOVE THE GROUND
 HE0923'LOCATED 17.4 M (57.1 FT) S FROM THE CENTERLINE OF THE E/W ROAD, 7.3 M
 HE0923'(24.0 FT) E FROM THE CENTERLINE OF THE N/S ROAD, 1.22 M (4.00 FT) N
 HE0923'FROM A POWERLINE POLE, 0.46 M (1.51 FT) S FROM A WITNESS POST, AND
 HE0923'LEVEL WITH THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD NGS DISK
 HE0923'STAMPED COOK 1960, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30
 HE0923'CM OR 12 INCHES IN DIAMETER PROJECTING 15 CM OR 6 INCHES ABOVE THE
 HE0923'GROUND LOCATED 7.3 M (24.0 FT) E FROM THE CENTERLINE OF THE ROAD, 0.61
 HE0923'M (2.00 FT) NE FROM A FENCE CORNER POST, AND 0.61 M (2.00 FT) E FROM A
 HE0923'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON THE
 HE0923'GRAVELED ROAD FOR 0.40 KM (0.25 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3275 ***********************************************************************
 AI3275  DESIGNATION -  COOK AZ MK
 AI3275  PID         -  AI3275
 AI3275  STATE/COUNTY-  MO/BARTON
 AI3275  USGS QUAD   -  DUDENVILLE (1973)
 AI3275
 AI3275                         *CURRENT SURVEY CONTROL
 AI3275  ___________________________________________________________________
 AI3275* NAD 83(1997)-  37 21 40.14184(N)    094 07 05.74134(W)     ADJUSTED  
 AI3275* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 AI3275  ___________________________________________________________________
 AI3275  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AI3275  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AI3275
 AI3275  HORZ ORDER  -  SECOND
 AI3275
 AI3275.The horizontal coordinates were established by classical geodetic methods
 AI3275.and adjusted by the National Geodetic Survey in November 2001..
 AI3275
 AI3275.The orthometric height was scaled from a topographic map.
 AI3275
 AI3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3275
 AI3275.The geoid height was determined by GEOID03.
 AI3275
 AI3275;                    North         East     Units Scale Factor Converg.
 AI3275;SPC MO W     -   132,616.300   883,815.880   MT  0.99995526   +0 13 54.0
 AI3275;UTM  15      - 4,135,523.671   400,972.378   MT  0.99972080   -0 40 43.2
 AI3275
 AI3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3275!SPC MO W     -   0.99995300  x   0.99995526  =   0.99990826
 AI3275!UTM  15      -   0.99995300  x   0.99972080  =   0.99967382
 AI3275
 AI3275                          SUPERSEDED SURVEY CONTROL
 AI3275
 AI3275.No superseded survey control is available for this station.
 AI3275
 AI3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0097235524(NAD 83)
 AI3275_MARKER: DZ = AZIMUTH MARK DISK
 AI3275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3275_STAMPING: COOK 1960
 AI3275_MARK LOGO: CGS   
 AI3275_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3275+STABILITY: SURFACE MOTION
 AI3275
 AI3275  HISTORY     - Date     Condition        Report By
 AI3275  HISTORY     - 1960     MONUMENTED       CGS
 AI3275  HISTORY     - 19850615 GOOD             NGS
 AI3275
 AI3275                          STATION DESCRIPTION
 AI3275
 AI3275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AI3275'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) SW OF GOLDEN CITY, 3.6
 AI3275'KM (2.25 MI) S OF STATE HWY 126, 1.6 KM (1.00 MI) W OF STATE HIGHWY 37
 AI3275'AND ON THE E RIGHT-OF-WAY OF A GRADED ROAD.  TO REACH THE STATION FROM
 AI3275'THE JUNCTION OF STATE HWY 37 AND 126, AT THE W EDGE OF GOLDEN CITY, GO
 AI3275'S ON HWY 37 FOR 3.38 KM (2.10 MI) TO A SIDE ROAD ON THE RIGHT.  TURN
 AI3275'RIGHT AND GO W ON A GRADED ROAD FOR 1.45 KM (0.90 MI) TO A CROSSROAD
 AI3275'AND STATION COOK 1960, IN THE NE ANGLE OF THE INTERSECTION.  TURN LEFT
 AI3275'AND GO S ON A GRADED ROAD FOR 0.40 KM (0.25 MI) TO THE STATION ON THE
 AI3275'LEFT AT A T-FENCE CORNER.  THE STATION IS A STANDARD CGS AZ MK DISK
 AI3275'STAMPED COOK 1960, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30
 AI3275'CM OR 12 INCHES IN DIAMETER PROJECTING 15 CM OR 6 INCHES ABOVE THE
 AI3275'GROUND LOCATED 7.3 M (24.0 FT) E FROM THE CENTERLINE OF THE ROAD, 0.61
 AI3275'M (2.00 FT) NE FROM A FENCE CORNER POST, AND 0.61 M (2.00 FT) E FROM A
 AI3275'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2744 ***********************************************************************
 JD2744  DESIGNATION -  COOKS KNOB
 JD2744  PID         -  JD2744
 JD2744  STATE/COUNTY-  MO/JOHNSON
 JD2744  USGS QUAD   -  KNOB NOSTER (1981)
 JD2744
 JD2744                         *CURRENT SURVEY CONTROL
 JD2744  ___________________________________________________________________
 JD2744* NAD 83(1997)-  38 52 00.38738(N)    093 31 31.72285(W)     ADJUSTED  
 JD2744* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 JD2744  ___________________________________________________________________
 JD2744  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 JD2744  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD2744
 JD2744  HORZ ORDER  -  SECOND
 JD2744
 JD2744.The horizontal coordinates were established by classical geodetic methods
 JD2744.and adjusted by the National Geodetic Survey in February 2000..
 JD2744
 JD2744.The orthometric height was scaled from a topographic map.
 JD2744
 JD2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2744
 JD2744.The geoid height was determined by GEOID03.
 JD2744
 JD2744;                    North         East     Units Scale Factor Converg.
 JD2744;SPC MO W     -   300,111.667   934,573.270   MT  1.00002922   +0 36 41.6
 JD2744;SPC MO C     -   337,141.620   411,005.043   MT  1.00003083   -0 38 36.8
 JD2744;UTM  15      - 4,302,123.733   454,412.545   MT  0.99962559   -0 19 47.1
 JD2744
 JD2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2744!SPC MO W     -   0.99996308  x   1.00002922  =   0.99999230
 JD2744!SPC MO C     -   0.99996308  x   1.00003083  =   0.99999391
 JD2744!UTM  15      -   0.99996308  x   0.99962559  =   0.99958868
 JD2744
 JD2744|---------------------------------------------------------------------|
 JD2744| PID    Reference Object                     Distance      Geod. Az  |
 JD2744|                                                           dddmmss.s |
 JD2744| CQ5496 COOKS KNOB RM 1                      20.565 METERS 08936     |
 JD2744| CN6678 COOKS KNOB RM 2                      15.283 METERS 26929     |
 JD2744| CQ5495 COOKS KNOB AZ MK                                   2920750.0 |
 JD2744|---------------------------------------------------------------------|
 JD2744
 JD2744                          SUPERSEDED SURVEY CONTROL
 JD2744
 JD2744  NAD 83(1997)-  38 52 00.38961(N)    093 31 31.72336(W) AD(       ) 2
 JD2744  NAD 83(1986)-  38 52 00.39523(N)    093 31 31.72287(W) AD(       ) 2
 JD2744  NAD 27      -  38 52 00.34171(N)    093 31 30.95964(W) AD(       ) 2
 JD2744
 JD2744.Superseded values are not recommended for survey control.
 JD2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2744.See file dsdata.txt to determine how the superseded data were derived.
 JD2744
 JD2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5441302124(NAD 83)
 JD2744_MARKER: DS = TRIANGULATION STATION DISK
 JD2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2744_STAMPING: COOKS KNOB 1963
 JD2744_MARK LOGO: CGS   
 JD2744_PROJECTION: FLUSH
 JD2744_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2744+STABILITY: SURFACE MOTION
 JD2744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2744+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1993
 JD2744
 JD2744  HISTORY     - Date     Condition        Report By
 JD2744  HISTORY     - 1963     MONUMENTED       CGS
 JD2744  HISTORY     - 19930930 GOOD             MODNR
 JD2744
 JD2744                          STATION DESCRIPTION
 JD2744
 JD2744'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JKR)
 JD2744'THE STATION IS ON THE HIGHEST POINT OF A PROMINENT HILL KNOWN
 JD2744'AS COOKS KNOB, 7 MILES NORTH AND 1-1/2 MILES EAST OF KNOB
 JD2744'NOSTER, IN THE NORTHWEST QUARTER OF SECTION 14, T 47 N, R 24 W,
 JD2744'AND ON PROPERTY OWNED BY MR. JOHN BEACH.
 JD2744'
 JD2744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2744'COUNTY ROUTE J, ON THE NORTH SIDE OF KNOB NOSTER, GO NORTH ON
 JD2744'COUNTY ROUTE J FOR 6.8 MILES TO THE CROSSROAD INTERSECTION OF
 JD2744'COUNTY ROUTE E.  TURN RIGHT AND GO EAST ON COUNTY ROUTE E FOR
 JD2744'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 JD2744'COUNTY ROUTE E FOR 0.6 MILE TO A CROSSROAD AT A POINT WHERE THE
 JD2744'POWER LINE CROSSES THE ROAD.  TURN RIGHT AND GO SOUTH ON A
 JD2744'TRACK ROAD FOR 0.1 MILE TO A BOARD GATE.  PASS THROUGH THE GATE
 JD2744'AND CONTINUE SOUTH AND EAST ON A GRADED ROAD FOR 0.35 MILE
 JD2744'TO TWO GATES AT THE NORTHWEST CORNER OF A FARMYARD.
 JD2744'PASS THROUGH THE GATE IN THE EAST-WEST FENCE, TURN RIGHT FOR
 JD2744'ABOUT 150 FEET TO AN IMPLEMENT SHED.  TURN LEFT AND GO NORTH
 JD2744'ACROSS CULTIVATED FIELD FOR 210 FEET TO A FENCE AND THE
 JD2744'STATION.
 JD2744'
 JD2744'STATION MARKS ARE STANDARD DISKS STAMPED COOKS KNOB 1963.  THE
 JD2744'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 1 INCH BELOW THE
 JD2744'SURFACE OF THE GROUND.  IT IS 209.5 FEET NORTH OF THE NORTHEAST
 JD2744'CORNER OF THE IMPLEMENT SHED, 81 FEET WEST OF A FENCE CORNER
 JD2744'AND 1 FOOT SOUTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 JD2744'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 JD2744'GROUND.
 JD2744'
 JD2744'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COOKS KNOB NO 1 1963,
 JD2744'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2744'GROUND.  IT IS 1.5 FEET SOUTHWEST OF THE WEST GATE POST AND 1 FOOT
 JD2744'SOUTH OF THE FENCE.
 JD2744'
 JD2744'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COOKS KNOB NO 2 1963,
 JD2744'IS SET IN A SQUARE CONCRETE POST 1 INCH BELOW THE SURFACE OF
 JD2744'THE GROUND.  IT IS 2 FEET LOWER IN ELEVATION THAN THE STATION
 JD2744'AND 1 FOOT SOUTH OF THE FENCE.
 JD2744'
 JD2744'AZIMUTH MARK, A STANDARD DISK STAMPED COOKS KNOB 1963, IS SET
 JD2744'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 JD2744'IT IS 70 FEET EAST OF A POWER POLE, 32 FEET NORTH OF THE CENTER
 JD2744'OF COUNTY ROUTE E, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST
 JD2744'AND 1.5 FEET SOUTH OF A FENCE.
 JD2744'
 JD2744'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JD2744'
 JD2744'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2744
 JD2744                          STATION RECOVERY (1993)
 JD2744
 JD2744'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 JD2744'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9075 ***********************************************************************
 AI9075  DESIGNATION -  COOPER RESET
 AI9075  PID         -  AI9075
 AI9075  STATE/COUNTY-  MO/COOPER
 AI9075  USGS QUAD   -  BOONVILLE (1979)
 AI9075
 AI9075                         *CURRENT SURVEY CONTROL
 AI9075  ___________________________________________________________________
 AI9075* NAD 83(1997)-  38 57 24.41015(N)    092 38 45.59498(W)     ADJUSTED  
 AI9075* NAVD 88     -       226.7    (meters)     744.     (feet)  VERTCON   
 AI9075  ___________________________________________________________________
 AI9075  X           -    -229,278.167 (meters)                     COMP
 AI9075  Y           -  -4,961,201.046 (meters)                     COMP
 AI9075  Z           -   3,988,709.033 (meters)                     COMP
 AI9075  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AI9075  ELLIP HEIGHT-         193.88  (meters)          (02/17/00) GPS OBS
 AI9075  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AI9075
 AI9075  HORZ ORDER  -  FIRST
 AI9075  ELLP ORDER  -  FOURTH    CLASS I
 AI9075
 AI9075.The horizontal coordinates were established by GPS observations
 AI9075.and adjusted by the National Geodetic Survey in February 2000..
 AI9075
 AI9075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI9075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI9075
 AI9075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9075
 AI9075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9075
 AI9075.The ellipsoidal height was determined by GPS observations
 AI9075.and is referenced to NAD 83.
 AI9075
 AI9075.The geoid height was determined by GEOID03.
 AI9075
 AI9075;                    North         East     Units Scale Factor Converg.
 AI9075;SPC MO C     -   346,643.245   487,345.816   MT  0.99993530   -0 05 30.5
 AI9075;UTM  15      - 4,312,040.073   530,672.282   MT  0.99961158   +0 13 21.3
 AI9075
 AI9075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9075!SPC MO C     -   0.99996958  x   0.99993530  =   0.99990488
 AI9075!UTM  15      -   0.99996958  x   0.99961158  =   0.99958117
 AI9075
 AI9075|---------------------------------------------------------------------|
 AI9075| PID    Reference Object                     Distance      Geod. Az  |
 AI9075|                                                           dddmmss.s |
 AI9075| AI9050 COOPER RM 1                          13.639 METERS 04447     |
 AI9075| AI9051 COOPER RM 2                          21.413 METERS 14637     |
 AI9075| AI8717 COOPER AZ MK                                       1820456.8 |
 AI9075| JD2638 BOONVILLE HARLEY PARK MUN TANK      APPROX.10.0 KM 2794802.2 |
 AI9075|---------------------------------------------------------------------|
 AI9075
 AI9075                          SUPERSEDED SURVEY CONTROL
 AI9075
 AI9075  NAD 83(1986)-  38 57 24.41939(N)    092 38 45.59788(W) AD(       ) 1
 AI9075  NAD 83(1986)-  38 57 24.41939(N)    092 38 45.59788(W) AD(       ) 2
 AI9075  NGVD 29 (09/27/93)  226.6    (m)          743.     (f) GPS OBS        
 AI9075
 AI9075.Superseded values are not recommended for survey control.
 AI9075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9075.See file dsdata.txt to determine how the superseded data were derived.
 AI9075
 AI9075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD3067212040(NAD 83)
 AI9075_MARKER: DH = HORIZONTAL CONTROL DISK
 AI9075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9075_STAMPING: COOPER 1949 1980
 AI9075_MARK LOGO: CGS   
 AI9075_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI9075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9075+STABILITY: SURFACE MOTION
 AI9075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9075+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 AI9075
 AI9075  HISTORY     - Date     Condition        Report By
 AI9075  HISTORY     - 1980     MONUMENTED       CGS
 AI9075  HISTORY     - 19920303 GOOD             MODNR
 AI9075
 AI9075                          STATION DESCRIPTION
 AI9075
 AI9075'DESCRIBED BY COAST AND GEODETIC SURVEY 1980
 AI9075'THE SURFACE STATION MARK WAS FOUND DISTURBED.  THE UNDERGROUND STATION
 AI9075'MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 AI9075'CONDITION.  THE EXACT POSITION OF THE UNDERGROUND MARK WAS HELD, THEN
 AI9075'A NEW UNDERGROUND MARK WAS SET 42 INCHES BELOW THE GROUND SURFACE.  A
 AI9075'NEW SURFACE MARK WAS THEN SET, BUT LEFT 18 INCHES BELOW THE SURFACE IN
 AI9075'ORDER IT WOULD NOT INTERFERE WITH FARMING OPERATIONS. THE DIRECTION TO
 AI9075'RM 1 WAS 62 SECONDS SMALLER THAN 1949 DATA AND THE DISTANCE AGREED.
 AI9075'THE DIRECTION TO RM 2 WAS 30 SECONDS SMALLER THAN 1949 DATA AND THE
 AI9075'DISTANCE WAS 0.001 M (0.003 FT) SHORTER.  THE DIRECTION TO THE
 AI9075'BOONVILLE HARLEY PARK MUNICIPAL WATER TANK WAS 0.8 SECONDS SMALLER
 AI9075'THAN 1949 DATA.  DUE TO THE ABOVE AND OTHER CHANGES A NEW DESCRIPTION
 AI9075'FOLLOWS.  THE STATION IS ABOUT 6 MI (9.7 KM) EAST SOUTHEAST OF
 AI9075'BOONVILLE, 0.5 MI (0.8 KM) NORTH OF STATE HIGHWAY 98 AND ON PROPERTY
 AI9075'OWNED BY CLARENCE LOESING, ROUTE 2, BOONVILLE, MISSOURI 65233.  MR
 AI9075'LOESING LIVES ABOUT 0.5 MI (0.8 KM) SOUTHWEST OF THE STATION.  TO
 AI9075'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 87 AND 98, ABOUT
 AI9075'1.05 MI (1.69 KM) SOUTHEAST OF BOONVILLE, GO EASTERLY ON HIGHWAY 98
 AI9075'FOR 4.1 MI (6.6 KM) TO A SIDEROAD ON THE LEFT AND AZIMUTH MARK IN THE
 AI9075'NORTHEAST ANGLE OF THE ROADS.  TURN LEFT AND GO NORTH ON A GRAVELED
 AI9075'ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT, AT A CURVE IN THE
 AI9075'ROAD TOWARD THE NORTHWEST, AND A GATE ON OTHER SIDE OF THE ROAD.
 AI9075'STATION MARKS ARE STANDARD DISKS, STAMPED COOPER 1949 1980.  THE
 AI9075'SURFACE MARK IS SET INTO THE TOP OF A 14 INCH ROUND CONCRETE POST THAT
 AI9075'IS 18 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET
 AI9075'INTO AN IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW THE GROUND
 AI9075'SURFACE.  THE MARKS ARE 72.0 FT (21.9 M) NORTHWEST OF A WITNESS POST,
 AI9075'44.7 FT (13.6 M) WEST SOUTHWEST OF A WITNESS POST, 32.5 FT (9.9 M)
 AI9075'NORTH NORTHWEST OF A POWERLINE POLE, 23.0 FT (7.0 M) WEST OF THE
 AI9075'CENTERLINE OF THE ROAD AND 15.0 FT (4.6 M) NORTH NORTHWEST OF THE
 AI9075'SOUTH GATE POST.  REBAR WAS PLACED IN BOTH MARKS.  REFERENCE MARK 1 IS
 AI9075'A STANDARD DISK, STAMPED COOPER NO 1 1949, SET IN THE TOP OF A SQUARE
 AI9075'CONCRETE POST THAT IS FLUSH WITH GROUND LOCATED 68.9 FT (21.0 M)
 AI9075'NORTHEAST OF A POWERLINE POLE, 39.0 FT (11.9 M) NORTH OF THE CENTER OF
 AI9075'A GATE, 16.0 FT (4.9 M) EAST OF THE CENTERLINE OF THE ROAD, 9.6 FT
 AI9075'(2.9 M) SOUTHEAST OF A BURIED CABLE JUNCTION BOX, 1.2 FT (0.4 M)
 AI9075'NORTHWEST OF A WITNESS POST AND 1 FT (0.3 M) WEST OF A FENCE.  REBAR
 AI9075'WAS DRIVEN BY THE MARK.  REFERENCE MARK 2 IS A STANDARD DISK, STAMPED
 AI9075'COOPER NO 2 1949, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS
 AI9075'FLUSH WITH GROUND LOCATED 53.0 FT (16.2 M) SOUTH OF THE CENTER OF THE
 AI9075'GATE, 42.8 FT (13.0 M) SOUTHEAST OF A POWERLINE POLE, 16.0 FT (4.9 M)
 AI9075'EAST OF THE CENTERLINE OF THE ROAD, 2.0 FT (0.6 M) WEST OF THE FENCE
 AI9075'AND 1.5 FT (0.5 M) NORTH OF A WITNESS POST.  REBAR WAS DRIVEN BY THE
 AI9075'MARK.  THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COOPER 1949, SET
 AI9075'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 73
 AI9075'FT (22.3 M) NORTH OF THE CENTERLINE OF HIGHWAY 98, 36.5 FT (11.1 M)
 AI9075'NORTH OF A FENCE, 25 FT (7.6 M) EAST OF THE CENTERLINE OF THE GRAVELED
 AI9075'ROAD, 3.5 FT (1.1 M) NORTHEAST OF A WITNESS POST, 2.0 FT (0.6 M) EAST
 AI9075'OF A FENCE AND ABOUT 12 FT (3.7 M) HIGHER THAN THE ROADS.  REBAR WAS
 AI9075'DRIVEN BY THE MARK.
 AI9075
 AI9075                          STATION RECOVERY (1992)
 AI9075
 AI9075'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 AI9075'DATE OF REPORT 11-30-1992
 AI9075'STATION COOPER, 1949
 AI9075'STATION, AZIMUTH MARKS AND REFERENCE TIES
 AI9075'THE STATION, RMS AND AZIMUTH MARK ARE ALL C AND GS DISKS IN
 AI9075'CONCRETE MONUMENTS AS FOLLOWS
 AI9075'UNDERGROUND--COOPER 1949 1980--IRREGULAR MASS 42 INCHES BELOW GROUND
 AI9075'SURFACE--COOPER 1949 1980-- 14 INCH ROUND MASS 18 INCH BELOW GROUND
 AI9075'REFERENCE --COOPER NO. 1 1949--12 INCH SQUARE FLUSH WITH GROUND
 AI9075'REFERENCE --COOPER NO. 2 1949--12 INCH SQUARE FLUSH WITH GROUND
 AI9075'AZ. MARK--COOPER 1949--12 INCH SQUARE, PROJECTS 1 INCH
 AI9075'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) ESE OF BOONVILLE MO AND 4
 AI9075'MI (6.4 KM) WNW OF THE VILLAGE OF OVERTON IN A PASTURE FIELD ENTRANCE
 AI9075'ON THE WEST SIDE OF A GRAVEL COUNTY ROAD.  IT IS 23 FT (7.0 M) WEST
 AI9075'OF THE CENTERLINE OF THE GRAVEL ROAD, 15 FT (4.6 M) NORTHWEST OF
 AI9075'THE SOUTH GATE POST, 32.5 FT (9.9 M) NNW OF A POWER POLE, 12.2 FT
 AI9075'(3.7 M) SOUTH OF A CARSONITE WITNESS POST, AND 44. 75 FT (22.9 M)
 AI9075'SOUTHWEST OF R.M. NO. 1.  R.M. NO. 1 IS 16 FT (4.9 M) EAST OF THE
 AI9075'CENTERLINE OF THE ROAD, 9.6 FT (2.9 M) SOUTHEAST OF A BURIED CABLE
 AI9075'JUNCTION BOX, 1 FT (0.3 M) WEST OF A FENCE AND 1.2 FT (0.4 M)
 AI9075'NORTHWEST OF A WITNESS POST.
 AI9075'THE AZIMUTH MARK IS ABOUT .5 MI (0.8 KM) SOUTH IN THE NORTHEAST ANGLE
 AI9075'OF THE INTERSECTION OF THE COUNTY ROAD WITH MO. HWY. 98.  IT IS 25 FT
 AI9075'(7.6 M) EAST OF THE CENTERLINE OF THE ROAD, 73 FT (22.3 M) NORTH
 AI9075'OF THE CENTERLINE OF HWY. 98, 36.5 FT (11.1 M) NORTH OF A FENCE, 2
 AI9075'FT (0.6 M) EAST OF A FENCE AND 3.5 FT (1.1 M) NORTHEAST OF A
 AI9075'WITNESS POST.
 AI9075'STATION AND AZIMUTH MARK TO REACH
 AI9075'TO REACH THE AZIMUTH MARK FROM THE CENTER OF I-70 EXIT 111 (OVERTON,
 AI9075'WOOLDRIDGE, MO HWYS. 179 AND 98), GO NORTH ON MO. HWY. 179 FOR 0.1 MI
 AI9075'(0.2 KM) TO T-JUNCTION WITH MO. HWY. 98.  TURN LEFT AND GO WEST ON
 AI9075'MO. HWY. 98 FOR 2.8 MI (4.5 KM) TO A GRAVELED COUNTY ROAD ON THE
 AI9075'RIGHT (NORTH) SIDE AND AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE
 AI9075'INTERSECTION.
 AI9075'TO REACH THE STATION FROM THE AZIMUTH MARK, GO NORTH ON GRAVELED
 AI9075'COUNTY ROAD FOR 0.5 MI (0.8 KM) TO THE STATION SITE ON THE LEFT
 AI9075'(WEST) SIDE AT THE FIELD ENTRANCE AS DESCRIBED.
 AI9075'SPECIAL INFORMATION
 AI9075'THE PROPERTY IS OWNED BY MR. CLARENCE LOESSING, ROUTE 2, BOONVILLE, MO
 AI9075'65233, TEL 816-882-2071.  MR. LOESSING LIVES ABOUT .5 MI (0.8 KM)
 AI9075'SOUTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0795 ***********************************************************************
 HC0795  DESIGNATION -  COOT
 HC0795  PID         -  HC0795
 HC0795  STATE/COUNTY-  MO/SHANNON
 HC0795  USGS QUAD   -  EMINENCE (1982)
 HC0795
 HC0795                         *CURRENT SURVEY CONTROL
 HC0795  ___________________________________________________________________
 HC0795* NAD 83(1997)-  37 10 21.37687(N)    091 15 05.56789(W)     ADJUSTED  
 HC0795* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 HC0795  ___________________________________________________________________
 HC0795  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HC0795  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 HC0795
 HC0795  HORZ ORDER  -  FIRST
 HC0795
 HC0795.The horizontal coordinates were established by classical geodetic methods
 HC0795.and adjusted by the National Geodetic Survey in February 2000..
 HC0795
 HC0795.The orthometric height was scaled from a topographic map.
 HC0795
 HC0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0795
 HC0795.The geoid height was determined by GEOID03.
 HC0795
 HC0795;                    North         East     Units Scale Factor Converg.
 HC0795;SPC MO E     -   148,871.333   183,259.021   MT  0.99998819   -0 27 14.8
 HC0795;UTM  15      - 4,115,451.557   655,224.712   MT  0.99989682   +1 03 24.0
 HC0795
 HC0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0795!SPC MO E     -   0.99994460  x   0.99998819  =   0.99993279
 HC0795!UTM  15      -   0.99994460  x   0.99989682  =   0.99984143
 HC0795
 HC0795|---------------------------------------------------------------------|
 HC0795| PID    Reference Object                     Distance      Geod. Az  |
 HC0795|                                                           dddmmss.s |
 HC0795| CN6679 COOT RM 1                            20.552 METERS 15742     |
 HC0795| HC0735 WEBB                                APPROX.23.0 KM 2212536.9 |
 HC0795| HC0794 COOT MOUNTAIN LOOKOUT TOWER          15.640 METERS 24800     |
 HC0795| CN6680 COOT RM 2                            15.834 METERS 25642     |
 HC0795| CN6681 COOT RM 3                            45.150 METERS 29933     |
 HC0795|---------------------------------------------------------------------|
 HC0795
 HC0795                          SUPERSEDED SURVEY CONTROL
 HC0795
 HC0795  NAD 83(1986)-  37 10 21.38833(N)    091 15 05.56646(W) AD(       ) 1
 HC0795  NAD 27      -  37 10 21.21870(N)    091 15 05.09080(W) AD(       ) 1
 HC0795
 HC0795.Superseded values are not recommended for survey control.
 HC0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0795.See file dsdata.txt to determine how the superseded data were derived.
 HC0795
 HC0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB5522515452(NAD 83)
 HC0795_MARKER: DD = SURVEY DISK
 HC0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0795_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0795
 HC0795  HISTORY     - Date     Condition        Report By
 HC0795  HISTORY     - 1962     MONUMENTED       CGS
 HC0795
 HC0795                          STATION DESCRIPTION
 HC0795
 HC0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0795'THE STATION IS ABOUT 5-1/2 MILES EAST AND 1-3/4 MILES NORTH
 HC0795'OF EMINENCE, ON COOT MOUNTAIN, IN THE NORTHEAST 1/4 OF SEC.
 HC0795'22, T. 29 N., R. 3 W., AND ON LAND OWNED BY THE STATE.  IT
 HC0795'IS 40 FEET NORTHEAST OF THE NORTHEAST LEG OF THE COOT MOUNTAIN
 HC0795'LOOKOUT TOWER, 45 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD
 HC0795'AND 19 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MONUMENT IS
 HC0795'FLUSH AND THE DISK IS STAMPED COOT 1962.
 HC0795'
 HC0795'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 106 IN
 HC0795'EMINENCE, GO EASTERLY ON HIGHWAY 106 FOR 5.25 MILES TO A
 HC0795'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON COUNTY ROAD V
 HC0795'FOR 1.0 MILE TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON COUNTY
 HC0795'ROAD V FOR 0.6 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 HC0795'AND GO EASTERLY ON A GRAVELED ROAD FOR 1.5 MILES TO THE
 HC0795'TOP OF COOT MOUNTAIN AND THE LOOKOUT TOWER AND THE STATION.
 HC0795'
 HC0795'REFERENCE MARK 1 IS 73 FEET SOUTHEAST OF THE SOUTHEAST LEG
 HC0795'OF THE LOOKOUT TOWER, 16 FEET SOUTHEAST OF THE CENTERLINE
 HC0795'OF THE GRAVELED ROAD AND 9 FEET NORTHWEST OF A 14 INCH OAK
 HC0795'TREE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 HC0795'COOT NO 1 1962.
 HC0795'
 HC0795'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COOT NO 2 1962
 HC0795'CEMENTED IN A DRILLED HOLE IN THE NORTHEAST CORNER OF THE
 HC0795'CONCRETE BASE FOR THE STEPS TO THE LOOKOUT TOWER.
 HC0795'
 HC0795'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COOT NO 3 1962
 HC0795'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT IS
 HC0795'FLUSH WITH THE GROUND.  IT IS 25 FEET NORTHEAST OF THE NORTHWEST
 HC0795'CORNER OF A FRAME HOUSE AND 19 FEET NORTH OF THE NORTH SIDE
 HC0795'OF THE FRAME HOUSE.
 HC0795'
 HC0795'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE
 HC0795'FOUND.
 HC0795'
 HC0795'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0794 ***********************************************************************
 HC0794  DESIGNATION -  COOT MOUNTAIN LOOKOUT TOWER
 HC0794  PID         -  HC0794
 HC0794  STATE/COUNTY-  MO/SHANNON
 HC0794  USGS QUAD   -  EMINENCE (1982)
 HC0794
 HC0794                         *CURRENT SURVEY CONTROL
 HC0794  ___________________________________________________________________
 HC0794* NAD 83(1997)-  37 10 21.18681(N)    091 15 06.15572(W)     ADJUSTED  
 HC0794* NAVD 88     -                                                        
 HC0794  ___________________________________________________________________
 HC0794  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HC0794  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 HC0794
 HC0794  HORZ ORDER  -  THIRD
 HC0794
 HC0794.The horizontal coordinates were established by classical geodetic methods
 HC0794.and adjusted by the National Geodetic Survey in February 2000..
 HC0794
 HC0794
 HC0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0794
 HC0794.The geoid height was determined by GEOID03.
 HC0794
 HC0794;                    North         East     Units Scale Factor Converg.
 HC0794;SPC MO E     -   148,865.589   183,244.474   MT  0.99998821   -0 27 15.2
 HC0794;UTM  15      - 4,115,445.432   655,210.322   MT  0.99989676   +1 03 23.6
 HC0794
 HC0794                          SUPERSEDED SURVEY CONTROL
 HC0794
 HC0794  NAD 83(1986)-  37 10 21.19882(N)    091 15 06.15457(W) AD(       ) 4
 HC0794  NAD 27      -  37 10 21.02900(N)    091 15 05.67900(W) AD(       ) 3
 HC0794
 HC0794.Superseded values are not recommended for survey control.
 HC0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0794.See file dsdata.txt to determine how the superseded data were derived.
 HC0794
 HC0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB5521015445(NAD 83)
 HC0794_MARKER: 57 = LOOKOUT TOWER
 HC0794
 HC0794  HISTORY     - Date     Condition        Report By
 HC0794  HISTORY     - 1962     FIRST OBSERVED   CGS
 HC0794
 HC0794                          STATION DESCRIPTION
 HC0794
 HC0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0794'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER
 HC0794'LOCATED ABOUT 5-1/2 MILES EAST AND 1-3/4 MILES NORTH OF
 HC0794'EMINENCE, ON COOT MOUNTAIN, IN THE NORTHEAST 1/4 OF SEC.
 HC0794'22, T. 29 N., R. 3 W., AND ON LAND OWNED BY THE STATE.  THE
 HC0794'TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH A METAL OBSERVATION
 HC0794'ROOM AT THE TOP AND THE OVERALL HEIGHT IS APPROXIMATELY
 HC0794'80 FEET.
 HC0794'
 HC0794'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 106 IN EMINENCE,
 HC0794'GO EASTERLY ON HIGHWAY 106 FOR 5.25 MILES TO A SIDE ROAD
 HC0794'LEFT.  TURN LEFT AND GO NORTH ON COUNTY ROAD V FOR 1.0 MILE
 HC0794'TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON COUNTY ROAD V FOR
 HC0794'0.6 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY
 HC0794'ON A GRAVELED ROAD FOR 1.5 MILES TO THE TOP OF COOT MOUNTAIN
 HC0794'AND THE STATION.
 HC0794'
 HC0794'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HC0794'COOT, THE DISTANCE BEING 51.3 FEET AND 15.64 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1251 ***********************************************************************
 KD1251  DESIGNATION -  CORDER
 KD1251  PID         -  KD1251
 KD1251  STATE/COUNTY-  MO/LAFAYETTE
 KD1251  USGS QUAD   -  DOVER (1978)
 KD1251
 KD1251                         *CURRENT SURVEY CONTROL
 KD1251  ___________________________________________________________________
 KD1251* NAD 83(1997)-  39 08 09.69490(N)    093 40 36.15633(W)     ADJUSTED  
 KD1251* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 KD1251  ___________________________________________________________________
 KD1251  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 KD1251  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD1251
 KD1251  HORZ ORDER  -  THIRD
 KD1251
 KD1251.The horizontal coordinates were established by classical geodetic methods
 KD1251.and adjusted by the National Geodetic Survey in February 2000..
 KD1251
 KD1251.The orthometric height was scaled from a topographic map.
 KD1251
 KD1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1251
 KD1251.The geoid height was determined by GEOID03.
 KD1251
 KD1251;                    North         East     Units Scale Factor Converg.
 KD1251;SPC MO W     -   329,872.491   921,178.204   MT  1.00000354   +0 31 10.7
 KD1251;SPC MO C     -   367,190.406   398,266.612   MT  1.00006073   -0 44 33.9
 KD1251;UTM  15      - 4,332,089.748   441,514.571   MT  0.99964212   -0 25 37.7
 KD1251
 KD1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1251!SPC MO W     -   0.99996416  x   1.00000354  =   0.99996770
 KD1251!SPC MO C     -   0.99996416  x   1.00006073  =   1.00002489
 KD1251!UTM  15      -   0.99996416  x   0.99964212  =   0.99960629
 KD1251
 KD1251|---------------------------------------------------------------------|
 KD1251| PID    Reference Object                     Distance      Geod. Az  |
 KD1251|                                                           dddmmss.s |
 KD1251| KD1250 CORDER RM 3                          16.852 METERS 09324     |
 KD1251| CL8319 CORDER AZ MK                                       1830718.4 |
 KD1251| KD1245 HIGGINSVILLE E MUNICIPAL TANK       APPROX. 7.7 KM 2051041.4 |
 KD1251| CL8320 CORDER RM 1                          20.963 METERS 23624     |
 KD1251| CL8321 CORDER RM 2                          19.863 METERS 30126     |
 KD1251|---------------------------------------------------------------------|
 KD1251
 KD1251                          SUPERSEDED SURVEY CONTROL
 KD1251
 KD1251  NAD 83(1997)-  39 08 09.69614(N)    093 40 36.15802(W) AD(       ) 3
 KD1251  NAD 83(1986)-  39 08 09.70125(N)    093 40 36.15621(W) AD(       ) 3
 KD1251  NAD 27      -  39 08 09.63973(N)    093 40 35.38045(W) AD(       ) 3
 KD1251
 KD1251.Superseded values are not recommended for survey control.
 KD1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1251.See file dsdata.txt to determine how the superseded data were derived.
 KD1251
 KD1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4151532090(NAD 83)
 KD1251_MARKER: DS = TRIANGULATION STATION DISK
 KD1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1251
 KD1251  HISTORY     - Date     Condition        Report By
 KD1251  HISTORY     - 1949     MONUMENTED       CGS
 KD1251  HISTORY     - 1962     GOOD             CGS
 KD1251
 KD1251                          STATION DESCRIPTION
 KD1251
 KD1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1251'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH-NORTHEAST OF
 KD1251'HIGGINSVILLE AND 4.0 MILES SOUTH AND 1/2 MILE EAST OF DOVER ON THE
 KD1251'EAST RIGHT-OF-WAY OF COUNTY ROUTE F.  IT IS 30 FEET EAST OF THE
 KD1251'CENTER OF COUNTY ROUTE F, 25 FEET SOUTHEAST OF SCHOOL ZONE AND 3 FEET
 KD1251'WEST OF FENCE LINE AND WITNESS POST.  IT IS STAMPED CORDER 1949 AND
 KD1251'SET FLUSH WITH THE GROUND SURFACE.
 KD1251'
 KD1251'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 30 FEET WEST OF
 KD1251'THE CENTER OF COUNTY ROUTE F, 10 FEET SOUTH OF GATE INTO FARM YARD
 KD1251'AND 1 FOOT EAST OF FENCE LINE.  IT IS STAMPED CORDER NO 1 1949 AND
 KD1251'SET FLUSH WITH THE GROUND SURFACE.
 KD1251'
 KD1251'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 30 FEET WEST OF THE
 KD1251'CENTER OF COUNTY ROUTE F, 10 FEET NORTH OF NORTH END OF PICKETT
 KD1251'FENCE AND 6 INCHES EAST OF WIRE FENCE LINE.  IT IS STAMPED CORDER
 KD1251'NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 KD1251'
 KD1251'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 30 FEET
 KD1251'WEST OF THE CENTER OF COUNTY ROUTE F, 15 FEET NORTH OF NORTH END OF
 KD1251'GATE INTO PASTURE, 2 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF
 KD1251'FENCE LINE.  IT IS STAMPED CORDER 1949 AND PROJECTS 6 INCHES.
 KD1251'
 KD1251'TO REACH THE STATION FROM THE POST OFFICE IN HIGGINSVILLE, GO NORTH
 KD1251'ON STATE HIGHWAYS 20 AND 13 (CITY ROUTE) FOR 1.35 MILES TO JUNCTION
 KD1251'OF STATE HIGHWAYS 20 AND 13, BEAR RIGHT ON STATE HIGHWAY 20 FOR 3.0
 KD1251'MILES TO JUNCTION WITH COUNTY ROUTE F, TURN LEFT AND GO NORTH ON
 KD1251'COUNTY ROUTE F FOR 1.4 MILES TO THE AZIMUTH MARK ON THE WEST SIDE
 KD1251'OF ROAD AS DESCRIBED, CONTINUE NORTH ON ROAD FOR 0.5 MILE TO
 KD1251'FARM HOUSE IN TREES ON THE LEFT AND STATION ON THE RIGHT SIDE OF
 KD1251'ROAD AS DESCRIBED.
 KD1251'
 KD1251'AN 87 FOOT SIGNAL AT STATION HIGGINS IS VISIBLE AT 4 FEET.
 KD1251'
 KD1251'AN 87 FOOT SIGNAL AT STATION LEX IS VISIBLE AT 4 FEET.
 KD1251'
 KD1251'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 KD1251
 KD1251                          STATION RECOVERY (1962)
 KD1251
 KD1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1251'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE
 KD1251'REFERENCE MARKS WERE VERIFIED.  THE DIRECTION TO REFERENCE MARK NO.
 KD1251'1 MISSED THE PREVIOUS DIRECTION BY 2 MINUTES 07.0 SECONDS.  THE
 KD1251'DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.  THE DIRECTION TO
 KD1251'THE AZIMUTH MARK WAS VERIFIED.
 KD1251'
 KD1251'THE STATION MARK NOW SITUATED DIRECTLY BENEATH POWER LINES
 KD1251'PREVENTED TOWER BUILDING- CORDER RM 3 WAS SET AND ESTABLISHED AS THE
 KD1251'NEW STATION.
 KD1251'
 KD1251'A COMPLETE NEW DESCRIPTION FOLLOWS-
 KD1251'
 KD1251'THE STATION IS 4-1/2 MILES NORTHEAST OF HIGGINSVILLE, 4 MILES SOUTH
 KD1251'OF DOVER AND ON THE EAST RIGHT-OF-WAY OF COUNTY ROUTE F.
 KD1251'
 KD1251'TO REACH THE STATION FROM THE POST OFFICE IN HIGGINSVILLE, GO NORTH
 KD1251'ON STATE HIGHWAYS 13 AND 20 FOR 1.3 MILES TO A POINT WHERE HIGHWAY
 KD1251'20 BEARS RIGHT.  BEAR RIGHT AND GO EAST ON HIGHWAY 20 FOR 3.0 MILES
 KD1251'TO THE JUNCTION OF COUNTY ROUTE F.  TURN LEFT AND GO NORTH ON
 KD1251'ROUTE F FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 KD1251'NORTH ON ROUTE F FOR 0.5 MILE TO A HOUSE ON THE LEFT AND THE
 KD1251'STATION ON THE RIGHT.
 KD1251'STATION MARK IS A STANDARD DISK STAMPED CORDER
 KD1251'1949, SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 KD1251'OF THE GROUND.  IT IS 44.5 FEET NORTH OF A NORTH GATE POST, 28
 KD1251'FEET EAST OF THE CENTER OF ROUTE F, 3 FEET WEST OF A FENCE AND 2.4
 KD1251'FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT
 KD1251'INSPECTED.
 KD1251'
 KD1251'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CORDER NO 1 1949, IS
 KD1251'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 KD1251'THE GROUND.  IT IS 82.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 KD1251'HOUSE, 14 FEET NORTHEAST OF A LARGE MAPLE TREE AND 30 FEET WEST OF
 KD1251'THE CENTER OF ROUTE F.
 KD1251'
 KD1251'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CORDER NO 2 1949,
 KD1251'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 KD1251'86.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 42 FEET
 KD1251'SOUTH OF A POWER POLE AND 28.5 FEET WEST OF THE CENTER OF ROUTE F.
 KD1251'
 KD1251'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CORDER NO 3 1949,
 KD1251'IS SET IN A CONCRETE POST 15 INCHES BELOW THE SURFACE OF THE
 KD1251'GROUND.  IT IS 83 FEET EAST OF THE CENTER OF ROUTE F, 82.5 FEET
 KD1251'NORTHEAST OF A POWER POLE, 67.5 FEET NORTHEAST OF THE NORTH GATE
 KD1251'POST AND 52 FEET EAST OF A METAL WITNESS POST IN A FENCE.
 KD1251'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KD1251'CONCRETE 46 INCHES BELOW THE SURFACE.
 KD1251'
 KD1251'AZIMUTH MARK, A STANDARD DISK STAMPED CORDER 1949, IS SET IN A
 KD1251'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 30 FEET
 KD1251'WEST OF THE CENTER OF ROUTE F, 21 FEET NORTH OF THE CENTER OF
 KD1251'A WHITE BOARD GATE, 1.2 FEET NORTH OF A METAL WITNESS POST AND 0.5
 KD1251'FEET EAST OF A FENCE.  REFERENCE MARKS MEASURED
 KD1251'WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1250 ***********************************************************************
 KD1250  DESIGNATION -  CORDER RM 3
 KD1250  PID         -  KD1250
 KD1250  STATE/COUNTY-  MO/LAFAYETTE
 KD1250  USGS QUAD   -  DOVER (1978)
 KD1250
 KD1250                         *CURRENT SURVEY CONTROL
 KD1250  ___________________________________________________________________
 KD1250* NAD 83(1997)-  39 08 09.66250(N)    093 40 35.45589(W)     ADJUSTED  
 KD1250* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 KD1250  ___________________________________________________________________
 KD1250  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 KD1250  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD1250
 KD1250  HORZ ORDER  -  SECOND
 KD1250
 KD1250.The horizontal coordinates were established by classical geodetic methods
 KD1250.and adjusted by the National Geodetic Survey in February 2000..
 KD1250
 KD1250.The orthometric height was scaled from a topographic map.
 KD1250
 KD1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1250
 KD1250.The geoid height was determined by GEOID03.
 KD1250
 KD1250;                    North         East     Units Scale Factor Converg.
 KD1250;SPC MO W     -   329,871.645   921,195.035   MT  1.00000357   +0 31 11.2
 KD1250;SPC MO C     -   367,189.189   398,283.421   MT  1.00006068   -0 44 33.5
 KD1250;UTM  15      - 4,332,088.624   441,531.379   MT  0.99964209   -0 25 37.2
 KD1250
 KD1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1250!SPC MO W     -   0.99996416  x   1.00000357  =   0.99996773
 KD1250!SPC MO C     -   0.99996416  x   1.00006068  =   1.00002484
 KD1250!UTM  15      -   0.99996416  x   0.99964209  =   0.99960626
 KD1250
 KD1250:                Primary Azimuth Mark                     Grid Az
 KD1250:SPC MO W     -  CORDER AZ MK                             183 47 02.2
 KD1250:SPC MO C     -  CORDER AZ MK                             185 02 46.9
 KD1250:UTM  15      -  CORDER AZ MK                             184 43 50.6
 KD1250
 KD1250|---------------------------------------------------------------------|
 KD1250| PID    Reference Object                     Distance      Geod. Az  |
 KD1250|                                                           dddmmss.s |
 KD1250| CL8319 CORDER AZ MK                                       1841813.4 |
 KD1250|---------------------------------------------------------------------|
 KD1250
 KD1250                          SUPERSEDED SURVEY CONTROL
 KD1250
 KD1250  NAD 83(1997)-  39 08 09.66374(N)    093 40 35.45758(W) AD(       ) 2
 KD1250  NAD 83(1986)-  39 08 09.66885(N)    093 40 35.45578(W) AD(       ) 2
 KD1250  NAD 27      -  39 08 09.60730(N)    093 40 34.67986(W) AD(       ) 2
 KD1250
 KD1250.Superseded values are not recommended for survey control.
 KD1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1250.See file dsdata.txt to determine how the superseded data were derived.
 KD1250
 KD1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4153132089(NAD 83)
 KD1250_MARKER: DS = TRIANGULATION STATION DISK
 KD1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1250_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1250
 KD1250  HISTORY     - Date     Condition        Report By
 KD1250  HISTORY     - 1962     MONUMENTED       CGS
 KD1250
 KD1250                          STATION DESCRIPTION
 KD1250
 KD1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1250'THE STATION IS 4-1/2 MILES NORTHEAST OF HIGGINSVILLE, 4 MILES SOUTH
 KD1250'OF DOVER, 83 FEET EAST OF THE CENTER OF COUNTY ROUTE F AND ON
 KD1250'PROPERTY OWNED BY MR. WALTER LUEHRMAN.
 KD1250'
 KD1250'TO REACH THE STATION FROM THE POST OFFICE IN HIGGINSVILLE, GO NORTH
 KD1250'ON STATE HIGHWAYS 13 AND 20 FOR 1.3 MILES TO A POINT WHERE HIGHWAY
 KD1250'20 BEARS RIGHT.  BEAR RIGHT AND GO EAST ON HIGHWAY 20 FOR 3.0 MILES
 KD1250'TO THE JUNCTION OF COUNTY ROUTE F.  TURN LEFT AND GO NORTH ON
 KD1250'ROUTE F FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 KD1250'NORTH ON ROUTE F FOR 0.5 MILE TO A HOUSE ON THE LEFT AND THE
 KD1250'STATION ON THE RIGHT.
 KD1250'
 KD1250'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED CORDER NO
 KD1250'3 1949.  THE SURFACE DISK IS SET IN A ROUND CONCRETE POST 15
 KD1250'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 82.5 FEET NORTHEAST
 KD1250'OF A TELEPHONE POLE, 67.5 FEET NORTHEAST OF A NORTH GATE POST AT A
 KD1250'BOARD GATE AND 52 FEET EAST OF A METAL WITNESS POST IN A
 KD1250'NORTH-SOUTH FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 KD1250'MASS OF CONCRETE 46 INCHES BELOW THE SURFACE OF THE GROUND.
 KD1250'
 KD1250'CORDER 1949, IS A STANDARD STATION DISK, SET IN A SQUARE CONCRETE
 KD1250'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 44.5 FEET NORTH
 KD1250'OF THE NORTH GATE POST, 28 FEET EAST OF THE CENTER OF ROUTE F, 3
 KD1250'FEET WEST OF A FENCE AND 2.4 FEET WEST OF A METAL WITNESS POST.
 KD1250'
 KD1250'AZIMUTH MARK, A STANDARD DISK STAMPED CORDER 1949, IS SET IN A SQUARE
 KD1250'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 30 FEET WEST OF THE
 KD1250'CENTER OF ROUTE F, 21 FEET NORTH OF THE CENTER OF A WHITE BOARD
 KD1250'GATE, 1.2 FEET NORTH OF A METAL WITNESS POST AND 0.5 FEET EAST OF
 KD1250'A FENCE.
 KD1250'
 KD1250'NOTE- THIS STATION WAS ESTABLISHED AND OCCUPIED AS THE NEW
 KD1250'STATION- POWER LINES SITUATED DIRECTLY OVER CORDER 1949, PREVENTED
 KD1250'TOWER BUILDING OVER THE TRUE STATION.
 KD1250'
 KD1250'**TRAVERSED DISTANCE.
 KD1250'
 KD1250'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1248 ***********************************************************************
 KD1248  DESIGNATION -  CORDER SINCLAIR PL CO RAD MAST
 KD1248  PID         -  KD1248
 KD1248  STATE/COUNTY-  MO/LAFAYETTE
 KD1248  USGS QUAD   -  HIGGINSVILLE (1978)
 KD1248
 KD1248                         *CURRENT SURVEY CONTROL
 KD1248  ___________________________________________________________________
 KD1248* NAD 83(1997)-  39 05 15.10883(N)    093 39 22.00529(W)     ADJUSTED  
 KD1248* NAVD 88     -                                                        
 KD1248  ___________________________________________________________________
 KD1248  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 KD1248  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1248
 KD1248  HORZ ORDER  -  THIRD
 KD1248
 KD1248.The horizontal coordinates were established by classical geodetic methods
 KD1248.and adjusted by the National Geodetic Survey in February 2000..
 KD1248
 KD1248
 KD1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1248
 KD1248.The geoid height was determined by GEOID03.
 KD1248
 KD1248;                    North         East     Units Scale Factor Converg.
 KD1248;SPC MO W     -   324,505.117   923,009.030   MT  1.00000679   +0 31 55.6
 KD1248;UTM  15      - 4,326,694.835   443,255.870   MT  0.99963965   -0 24 49.3
 KD1248
 KD1248                          SUPERSEDED SURVEY CONTROL
 KD1248
 KD1248  NAD 83(1997)-  39 05 15.11019(N)    093 39 22.00693(W) AD(       ) 4
 KD1248  NAD 83(1986)-  39 05 15.11535(N)    093 39 22.00520(W) AD(       ) 4
 KD1248  NAD 27      -  39 05 15.05881(N)    093 39 21.22136(W) AD(       ) 3
 KD1248
 KD1248.Superseded values are not recommended for survey control.
 KD1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1248.See file dsdata.txt to determine how the superseded data were derived.
 KD1248
 KD1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4325626695(NAD 83)
 KD1248_MARKER: 42 = RADIO/TV MAST
 KD1248
 KD1248  HISTORY     - Date     Condition        Report By
 KD1248  HISTORY     - 1962     FIRST OBSERVED   CGS
 KD1248  HISTORY     - 20050429 GOOD             GEOCAC
 KD1248
 KD1248                          STATION DESCRIPTION
 KD1248
 KD1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1248'THE STATION IS THE TOP CENTER OF THE MAST OWNED BY THE SINCLAIR
 KD1248'PIPE LINE CO. OF INDEPENDENCE, KANSAS, LOCATED 0.7 MILE SOUTH
 KD1248'AND 0.7 MILE WEST OF CORDER, ON THE NORTH SIDE OF A GRAVEL ROAD.
 KD1248'
 KD1248'IT IS A SLENDER RED AND WHITE STEEL STRUCTURE, GUYED, WITH NO
 KD1248'LIGHTS ON THE MAST BUT HAS TWO LARGE REFLECTORS AT THE TOP OF THE
 KD1248'MAST.
 KD1248
 KD1248                          STATION RECOVERY (2005)
 KD1248
 KD1248'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1248'THE TOWER HAS 2 REFLECTORS ON EACH SIDE POINTING TO THE SOUTHWEST AND
 KD1248'THE NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0895 ***********************************************************************
 HC0895  DESIGNATION -  CORN
 HC0895  PID         -  HC0895
 HC0895  STATE/COUNTY-  MO/PHELPS
 HC0895  USGS QUAD   -  KAINTUCK HOLLOW (1985)
 HC0895
 HC0895                         *CURRENT SURVEY CONTROL
 HC0895  ___________________________________________________________________
 HC0895* NAD 83(1997)-  37 47 41.25179(N)    091 54 53.99185(W)     ADJUSTED  
 HC0895* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 HC0895  ___________________________________________________________________
 HC0895  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 HC0895  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HC0895
 HC0895  HORZ ORDER  -  SECOND
 HC0895
 HC0895.The horizontal coordinates were established by classical geodetic methods
 HC0895.and adjusted by the National Geodetic Survey in February 2000..
 HC0895
 HC0895.The orthometric height was scaled from a topographic map.
 HC0895
 HC0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0895
 HC0895.The geoid height was determined by GEOID03.
 HC0895
 HC0895;                    North         East     Units Scale Factor Converg.
 HC0895;SPC MO C     -   217,817.992   551,521.827   MT  0.99996602   +0 21 30.7
 HC0895;SPC MO E     -   218,599.980   125,376.870   MT  1.00012456   -0 52 02.2
 HC0895;UTM  15      - 4,183,601.521   595,526.570   MT  0.99971239   +0 39 53.9
 HC0895
 HC0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0895!SPC MO C     -   0.99995050  x   0.99996602  =   0.99991652
 HC0895!SPC MO E     -   0.99995050  x   1.00012456  =   1.00007505
 HC0895!UTM  15      -   0.99995050  x   0.99971239  =   0.99966290
 HC0895
 HC0895:                Primary Azimuth Mark                     Grid Az
 HC0895:SPC MO C     -  CORN AZ MK                               019 55 07.9
 HC0895:SPC MO E     -  CORN AZ MK                               021 08 40.8
 HC0895:UTM  15      -  CORN AZ MK                               019 36 44.7
 HC0895
 HC0895|---------------------------------------------------------------------|
 HC0895| PID    Reference Object                     Distance      Geod. Az  |
 HC0895|                                                           dddmmss.s |
 HC0895| CN6682 CORN AZ MK                                         0201638.6 |
 HC0895| CN6683 CORN RM 1                            45.562 METERS 03003     |
 HC0895| HC0896 CORN CREEK LOOKOUT TOWER             16.922 METERS 13405     |
 HC0895| CN6684 CORN RM 2                            29.450 METERS 29341     |
 HC0895|---------------------------------------------------------------------|
 HC0895
 HC0895                          SUPERSEDED SURVEY CONTROL
 HC0895
 HC0895  NAD 83(1986)-  37 47 41.26638(N)    091 54 53.98850(W) AD(       ) 2
 HC0895  NAD 27      -  37 47 41.11800(N)    091 54 53.40700(W) AD(       ) 2
 HC0895
 HC0895.Superseded values are not recommended for survey control.
 HC0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0895.See file dsdata.txt to determine how the superseded data were derived.
 HC0895
 HC0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9552783602(NAD 83)
 HC0895_MARKER: DD = SURVEY DISK
 HC0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0895
 HC0895  HISTORY     - Date     Condition        Report By
 HC0895  HISTORY     - 1947     MONUMENTED       CGS
 HC0895
 HC0895                          STATION DESCRIPTION
 HC0895
 HC0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0895'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF NEWBURG, AT
 HC0895'THE SITE OF THE CORN CREEK LOOKOUT TOWER.  IT IS 55.52 FEET
 HC0895'NORTHWEST OF THE CENTER OF THE TOWER, 25 FEET SOUTH OF THE
 HC0895'CENTERLINE OF THE DRIVEWAY TO THE TOWER, 49 FEET EAST OF THE
 HC0895'CENTERLINE OF COUNTY ROUTE T AND 5 FEET SOUTH OF A WITNESS
 HC0895'POST.  THE DISK IS STAMPED CORN 1947 AND PROJECTS 4 INCHES.
 HC0895'
 HC0895'REFERENCE MARK NO. 1 IS 149.48 FEET NORTH-NORTHWEST OF THE
 HC0895'STATION, AND 31 FEET WEST OF THE CENTERLINE OF THE ROAD.
 HC0895'IT IS STAMPED CORN NO 1 1947 AND PROJECTS 6 INCHES.
 HC0895'
 HC0895'REFERENCE MARK NO. 2 IS 96.62 FEET WEST-NORTHWEST OF THE
 HC0895'STATION, AND 27 FEET WEST OF THE CENTERLINE OF THE ROAD.
 HC0895'IT IS STAMPED CORN NO 2 1947 AND PROJECTS 6 INCHES.
 HC0895'
 HC0895'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH-NORTHEAST
 HC0895'OF THE STATION, 32 FEET EAST OF THE CENTERLINE OF THE ROAD,
 HC0895'3.8 FEET NORTH OF A WITNESS POST, AND 2 FEET WEST OF A FENCE.
 HC0895'IT IS STAMPED CORN 1947 AND PROJECTS 2 INCHES.
 HC0895'
 HC0895'TO REACH THE STATION FROM NEWBURG, GO SOUTH ACROSS THE
 HC0895'RAILROAD TRACKS FOR 0.3 MILE TO THE JUNCTIONS OF COUNTY
 HC0895'ROUTES P AND T.  TURN LEFT ON ROUTE T AND GO 2.25 MILES TO
 HC0895'STATION NEWBURG ON THE RIGHT.  CONTINUE SOUTH ON ROUTE T FOR
 HC0895'4.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  FROM
 HC0895'HERE CONTINUE SOUTH FOR 0.35 MILE TO THE LOOKOUT TOWER ON THE
 HC0895'LEFT AND THE STATION AS DESCRIBED.
 HC0895'
 HC0895'A TRAVERSE CONNECTION WAS MADE FROM THE STATION TO THE TOWER.
 HC0895'
 HC0895'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0896 ***********************************************************************
 HC0896  DESIGNATION -  CORN CREEK LOOKOUT TOWER
 HC0896  PID         -  HC0896
 HC0896  STATE/COUNTY-  MO/PHELPS
 HC0896  USGS QUAD   -  KAINTUCK HOLLOW (1985)
 HC0896
 HC0896                         *CURRENT SURVEY CONTROL
 HC0896  ___________________________________________________________________
 HC0896* NAD 83(1997)-  37 47 40.86993(N)    091 54 53.49501(W)     ADJUSTED  
 HC0896* NAVD 88     -                                                        
 HC0896  ___________________________________________________________________
 HC0896  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 HC0896  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HC0896
 HC0896  HORZ ORDER  -  THIRD
 HC0896
 HC0896.The horizontal coordinates were established by classical geodetic methods
 HC0896.and adjusted by the National Geodetic Survey in February 2000..
 HC0896
 HC0896
 HC0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0896
 HC0896.The geoid height was determined by GEOID03.
 HC0896
 HC0896;                    North         East     Units Scale Factor Converg.
 HC0896;SPC MO C     -   217,806.296   551,534.056   MT  0.99996603   +0 21 31.0
 HC0896;SPC MO E     -   218,588.023   125,388.848   MT  1.00012452   -0 52 01.9
 HC0896;UTM  15      - 4,183,589.893   595,538.858   MT  0.99971242   +0 39 54.2
 HC0896
 HC0896                          SUPERSEDED SURVEY CONTROL
 HC0896
 HC0896  NAD 83(1986)-  37 47 40.88433(N)    091 54 53.49188(W) AD(       ) 4
 HC0896  NAD 27      -  37 47 40.73600(N)    091 54 52.91000(W) AD(       ) 3
 HC0896
 HC0896.Superseded values are not recommended for survey control.
 HC0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0896.See file dsdata.txt to determine how the superseded data were derived.
 HC0896
 HC0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9553983590(NAD 83)
 HC0896_MARKER: 57 = LOOKOUT TOWER
 HC0896
 HC0896  HISTORY     - Date     Condition        Report By
 HC0896  HISTORY     - 1947     FIRST OBSERVED   CGS
 HC0896
 HC0896                          STATION DESCRIPTION
 HC0896
 HC0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0896'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF NEWBURG, 104
 HC0896'FEET EAST OF THE CENTERLINE OF COUNTY ROUTE T.  IT IS A
 HC0896'FOUR LEGGED STEEL TOWER WITH AN ENCLOSED CAGE ON TOP.  IT IS
 HC0896'10.5 FEET SQUARE AT THE BASE AND APPROXIMATELY 60 FEET HIGH.
 HC0896'
 HC0896'TO REACH FROM NEWBURG, GO SOUTH ACROSS THE RAILROAD TRACKS
 HC0896'FOR 0.3 MILE TO THE JUNCTIONS OF COUNTY ROUTES P AND T.
 HC0896'TURN LEFT AND FOLLOW ROUTE T FOR 7.9 MILES TO THE TOWER ON THE
 HC0896'RIGHT AS DESCRIBED.
 HC0896'
 HC0896'A TRAVERSE CONNECTION WAS MADE TO THE TOWER FROM STATION CORN.
 HC0896'THE DISTANCE IS 55.52 FEET OR 16.923 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2116 ***********************************************************************
 JD2116  DESIGNATION -  CORNELIA
 JD2116  PID         -  JD2116
 JD2116  STATE/COUNTY-  MO/JOHNSON
 JD2116  USGS QUAD   -  CORNELIA (1955)
 JD2116
 JD2116                         *CURRENT SURVEY CONTROL
 JD2116  ___________________________________________________________________
 JD2116* NAD 83(1997)-  38 38 05.28835(N)    093 44 23.25542(W)     ADJUSTED  
 JD2116* NAVD 88     -       288.703  (meters)     947.19   (feet)  ADJUSTED  
 JD2116  ___________________________________________________________________
 JD2116  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 JD2116  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD2116  DYNAMIC HT  -         288.503 (meters)     946.53  (feet)  COMP
 JD2116  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 JD2116
 JD2116  HORZ ORDER  -  SECOND
 JD2116  VERT ORDER  -  SECOND    CLASS 0
 JD2116
 JD2116.The horizontal coordinates were established by classical geodetic methods
 JD2116.and adjusted by the National Geodetic Survey in February 2000..
 JD2116
 JD2116.The orthometric height was determined by differential leveling
 JD2116.and adjusted by the National Geodetic Survey in June 1991..
 JD2116
 JD2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2116
 JD2116.The geoid height was determined by GEOID03.
 JD2116
 JD2116.The dynamic height is computed by dividing the NAVD 88
 JD2116.geopotential number by the normal gravity value computed on the
 JD2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2116.degrees latitude (g = 980.6199 gals.).
 JD2116
 JD2116.The modeled gravity was interpolated from observed gravity values.
 JD2116
 JD2116;                    North         East     Units Scale Factor Converg.
 JD2116;SPC MO W     -   274,184.610   916,187.704   MT  0.99999510   +0 28 28.8
 JD2116;UTM  15      - 4,276,511.018   435,611.618   MT  0.99965105   -0 27 42.9
 JD2116
 JD2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2116!SPC MO W     -   0.99995982  x   0.99999510  =   0.99995492
 JD2116!UTM  15      -   0.99995982  x   0.99965105  =   0.99961088
 JD2116
 JD2116:                Primary Azimuth Mark                     Grid Az
 JD2116:SPC MO W     -  CORNELIA AZ MK                           002 20 35.5
 JD2116:UTM  15      -  CORNELIA AZ MK                           003 16 47.2
 JD2116
 JD2116|---------------------------------------------------------------------|
 JD2116| PID    Reference Object                     Distance      Geod. Az  |
 JD2116|                                                           dddmmss.s |
 JD2116| CN6685 CORNELIA AZ MK                                     0024904.3 |
 JD2116| JD2117 CORNELIA RM 1                         6.640 METERS 13640     |
 JD2116| JD2115 CORNELIA RM 2                         6.950 METERS 27638     |
 JD2116|---------------------------------------------------------------------|
 JD2116
 JD2116                          SUPERSEDED SURVEY CONTROL
 JD2116
 JD2116  NAD 83(1997)-  38 38 05.28996(N)    093 44 23.25523(W) AD(       ) 2
 JD2116  NAD 83(1986)-  38 38 05.29694(N)    093 44 23.25377(W) AD(       ) 2
 JD2116  NAD 27      -  38 38 05.24555(N)    093 44 22.48171(W) AD(       ) 2
 JD2116  NGVD 29 (??/??/92)  288.594  (m)          946.83   (f) ADJ UNCH    2 0
 JD2116
 JD2116.Superseded values are not recommended for survey control.
 JD2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2116.See file dsdata.txt to determine how the superseded data were derived.
 JD2116
 JD2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3561276511(NAD 83)
 JD2116_MARKER: DS = TRIANGULATION STATION DISK
 JD2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2116_STAMPING: CORNELIA 1948
 JD2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2116+STABILITY: SURFACE MOTION
 JD2116
 JD2116  HISTORY     - Date     Condition        Report By
 JD2116  HISTORY     - 1948     MONUMENTED       CGS
 JD2116  HISTORY     - 1961     GOOD             LOCENG
 JD2116  HISTORY     - 1963     GOOD             CGS
 JD2116  HISTORY     - 1963     GOOD             NGS
 JD2116
 JD2116                          STATION DESCRIPTION
 JD2116
 JD2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2116'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH OF WARRENSBURG
 JD2116'AND 0.6 MILES SOUTH OF THE SMALL SETTLEMENT OF CORNELIA ON
 JD2116'LAND OWNED AND OCCUPIED BY MR. GUS H. CECILA.  IT IS IN THE
 JD2116'NORTHEAST CORNER OF THE GARDEN AND ORCHARD, 51 FEET WEST OF
 JD2116'THE CENTER OF STATE ROUTE 13, 16 FEET WEST OF FENCE CORNER,
 JD2116'16 FEET WEST OF WITNESS POST AND 3.5 FEET SOUTH OF EAST-WEST
 JD2116'FENCE LINE.  IT IS STAMPED CORNELIA 1948 AND SET FLUSH WITH THE
 JD2116'GROUND SURFACE.
 JD2116'
 JD2116'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 15 FEET SOUTH
 JD2116'OF THE FENCE CORNER AND 1 FOOT WEST OF FENCE LINE.  IT IS STAMPED
 JD2116'CORNELIA NO 1 1948 AND PROJECTS 4 INCHES.
 JD2116'
 JD2116'REFERENCE MARK NO 2 IS WEST OF THE STATION, 38 FEET WEST OF
 JD2116'FENCE CORNER AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED
 JD2116'CORNELIA NO 2 1948 AND PROJECTS 2 INCHES.
 JD2116'
 JD2116'THE AZIMUTH MARK IS ABOUT 0.6 MILE NORTH OF THE STATION, 30
 JD2116'FEET EAST OF THE CENTER OF STATE ROUTE 13, 45 FEET NORTH OF
 JD2116'SINCLAIR SERVICE STATION, AND 2 FEET SOUTH OF POWER LINE POLE NO
 JD2116'461 IN THE SOUTH END OF HEDGE AROUND HOUSE JUST NORTH OF SERVICE
 JD2116'STATION.  IT IS STAMPED CORNELIA 1948 AND PROJECTS 3 INCHES.
 JD2116'TO REACH FROM THE BUS STATION IN CORNELIA WALK NORTHEAST ACROSS
 JD2116'STATE ROUTE 13 TO THE MARK AS DESCRIBED.
 JD2116'
 JD2116'TO REACH THE STATION FROM THE BUS STATION IN CORNELIA, GO SOUTH
 JD2116'ON STATE ROUTE 13 FOR 0.6 MILES TO THE STATION ON THE WEST
 JD2116'SIDE IN FENCE CORNER AS DESCRIBED.
 JD2116'
 JD2116'A 74 FOOT SIGNAL AT STATION HUTCHISON IS VISIBLE AT 4 FEET
 JD2116'
 JD2116'A 100 FOOT SIGNAL AT STATION NORMAL-2 IS VISIBLE AT 4 FEET
 JD2116'
 JD2116'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 JD2116
 JD2116                          STATION RECOVERY (1961)
 JD2116
 JD2116'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JD2116'STATION RECOVERED BY AERIAL CONTROL GEO.
 JD2116'
 JD2116'ALL MARKS RECOVERED IN GOOD CONDITION.
 JD2116
 JD2116                          STATION RECOVERY (1963)
 JD2116
 JD2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2116'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2, AND THE AZIMUTH
 JD2116'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 JD2116'TO REFERENCE MARK NO. 1 WAS VERIFIED.  THE DISTANCE TO REFERENCE
 JD2116'MARK NO. 2 WAS VERIFIED BUT THE DIRECTION MISSED THE PREVIOUS
 JD2116'DIRECTION BY 2 MINUTES AND 47 SECONDS.  THE DIRECTION TO THE
 JD2116'AZIMUTH MARK WAS VERIFIED.
 JD2116'
 JD2116'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JD2116'
 JD2116'THE STATION IS 4-1/2 MILES NORTHWEST OF LEETON, 0.6 MILE SOUTH
 JD2116'OF THE SMALL SETTLEMENT OF CORNELIA, ON THE WEST SIDE OF STATE
 JD2116'HIGHWAY 13 AND ON PROPERTY OWNED BY MR. GUS H. CECILA.
 JD2116'
 JD2116'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 JD2116'COUNTY ROUTES JJ AND PP IN THE SMALL SETTLEMENT OF CORNELIA,
 JD2116'GO SOUTH ON HIGHWAY 13 FOR 0.55 MILE TO A FENCE CORNER AND THE
 JD2116'STATION ON THE RIGHT.
 JD2116'
 JD2116'THE STATION MARK, A STANDARD DISK STAMPED CORNELIA 1948, IS
 JD2116'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 JD2116'IT IS IN THE NORTHEAST CORNER OF AN OLD ORCHARD, 47 FEET WEST OF
 JD2116'THE CENTER LINE OF HIGHWAY 13, 16.5 FEET WEST OF A FENCE
 JD2116'CORNER, 3.3 FEET SOUTHEAST OF A METAL WITNESS POST AND 3 FEET
 JD2116'SOUTH OF A FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 JD2116'
 JD2116'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CORNELIA NO 1 1948,
 JD2116'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 JD2116'IS 31.5 FEET WEST OF THE CENTER LINE OF HIGHWAY 13, 18.5 FEET
 JD2116'SOUTH OF THE FENCE CORNER AND 1 FOOT WEST OF A FENCE.
 JD2116'
 JD2116'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CORNELIA NO 2 1948,
 JD2116'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 JD2116'IS 39 FEET WEST OF THE FENCE CORNER, 20.5 FEET WEST OF THE
 JD2116'METAL WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 JD2116'
 JD2116'AZIMUTH MARK, A STANDARD DISK STAMPED CORNELIA 1948, IS SET
 JD2116'IN A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES ON THE SOUTH
 JD2116'AND WEST SIDES.  IT IS 107 FEET NORTH OF THE JUNCTION OF STATE
 JD2116'HIGHWAY 13 AND COUNTY ROUTE JJ, 50.5 FEET NORTHWEST OF THE
 JD2116'NORTHWEST CORNER OF A DX SERVICE STATION, 28 FEET EAST OF THE
 JD2116'CENTER LINE OF HIGHWAY 13 AND 2 FEET SOUTH OF A POWER POLE.
 JD2116'
 JD2116'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAY 13 AND
 JD2116'COUNTY ROUTES JJ AND PP IN CORNELIA, GO NORTH FOR ABOUT 110
 JD2116'FEET TO A POWER POLE AND THE AZIMUTH MARK ON THE RIGHT.
 JD2116'
 JD2116'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JD2116'
 JD2116'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2116
 JD2116                          STATION RECOVERY (1963)
 JD2116
 JD2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD2116'0.6 MI S FROM CORNELIA.
 JD2116'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 JD2116'GRAVELED STATE ROAD JJ AT CORNELIA, IN S 1, R 26 W, T 44 N, AT THE
 JD2116'CREST OF A SLIGHT HILL, 46.5 FEET WEST OF THE CENTERLINE OF THE
 JD2116'HIGHWAY, 16.5 FEET SOUTHWEST OF A T-JUNCTION OF FENCES, 22.0 FEET
 JD2116'NORTHWEST OF R.M. 1, 23.0 FEET SOUTHEAST OF R.M. 2, 3.0 FEET SOUTH
 JD2116'OF AN EAST-WEST FENCE, 3.5 FEET SOUTHEAST OF A METAL WITNESS
 JD2116'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 JD2116'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2117 ***********************************************************************
 JD2117  DESIGNATION -  CORNELIA RM 1
 JD2117  PID         -  JD2117
 JD2117  STATE/COUNTY-  MO/JOHNSON
 JD2117  USGS QUAD   -  CORNELIA (1955)
 JD2117
 JD2117                         *CURRENT SURVEY CONTROL
 JD2117  ___________________________________________________________________
 JD2117* NAD 83(1986)-  38 38 05.     (N)    093 44 23.     (W)     SCALED    
 JD2117* NAVD 88     -       289.051  (meters)     948.33   (feet)  ADJUSTED  
 JD2117  ___________________________________________________________________
 JD2117  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD2117  DYNAMIC HT  -         288.851 (meters)     947.67  (feet)  COMP
 JD2117  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 JD2117
 JD2117  VERT ORDER  -  SECOND    CLASS 0
 JD2117
 JD2117.The horizontal coordinates were scaled from a topographic map and have
 JD2117.an estimated accuracy of +/- 6 seconds.
 JD2117
 JD2117.The orthometric height was determined by differential leveling
 JD2117.and adjusted by the National Geodetic Survey in June 1991..
 JD2117
 JD2117.The geoid height was determined by GEOID03.
 JD2117
 JD2117.The dynamic height is computed by dividing the NAVD 88
 JD2117.geopotential number by the normal gravity value computed on the
 JD2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2117.degrees latitude (g = 980.6199 gals.).
 JD2117
 JD2117.The modeled gravity was interpolated from observed gravity values.
 JD2117
 JD2117;                    North         East    Units  Estimated Accuracy
 JD2117;SPC MO W     -   274,180.      916,190.      MT  (+/- 180 meters Scaled)
 JD2117
 JD2117                          SUPERSEDED SURVEY CONTROL
 JD2117
 JD2117  NGVD 29 (??/??/92)  288.942  (m)          947.97   (f) ADJ UNCH    2 0
 JD2117
 JD2117.Superseded values are not recommended for survey control.
 JD2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2117.See file dsdata.txt to determine how the superseded data were derived.
 JD2117
 JD2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC356765(NAD 83)
 JD2117_MARKER: DR = REFERENCE MARK DISK
 JD2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2117_STAMPING: CORNELIA NO 1 1948
 JD2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2117+STABILITY: SURFACE MOTION
 JD2117
 JD2117  HISTORY     - Date     Condition        Report By
 JD2117  HISTORY     - 1948     MONUMENTED       CGS
 JD2117  HISTORY     - 1963     GOOD             NGS
 JD2117
 JD2117                          STATION DESCRIPTION
 JD2117
 JD2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2117'0.6 MI S FROM CORNELIA.
 JD2117'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 JD2117'OF GRAVELED STATE ROAD JJ AT CORNELIA, IN S 1, R 26 W, T 44 N,
 JD2117'31 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 42.0 FEET SOUTHEAST
 JD2117'OF R.M. 2, 19 FEET SOUTH OF A T-JUNCTION OF FENCES, 22.0 FEET
 JD2117'SOUTHEAST OF THE STATION MARK, 1.5 FEET WEST OF A NORTH-SOUTH
 JD2117'FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 JD2117'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2115 ***********************************************************************
 JD2115  DESIGNATION -  CORNELIA RM 2
 JD2115  PID         -  JD2115
 JD2115  STATE/COUNTY-  MO/JOHNSON
 JD2115  USGS QUAD   -  CORNELIA (1955)
 JD2115
 JD2115                         *CURRENT SURVEY CONTROL
 JD2115  ___________________________________________________________________
 JD2115* NAD 83(1986)-  38 38 05.     (N)    093 44 23.     (W)     SCALED    
 JD2115* NAVD 88     -       288.683  (meters)     947.12   (feet)  ADJUSTED  
 JD2115  ___________________________________________________________________
 JD2115  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD2115  DYNAMIC HT  -         288.483 (meters)     946.46  (feet)  COMP
 JD2115  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 JD2115
 JD2115  VERT ORDER  -  SECOND    CLASS 0
 JD2115
 JD2115.The horizontal coordinates were scaled from a topographic map and have
 JD2115.an estimated accuracy of +/- 6 seconds.
 JD2115
 JD2115.The orthometric height was determined by differential leveling
 JD2115.and adjusted by the National Geodetic Survey in June 1991..
 JD2115
 JD2115.The geoid height was determined by GEOID03.
 JD2115
 JD2115.The dynamic height is computed by dividing the NAVD 88
 JD2115.geopotential number by the normal gravity value computed on the
 JD2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2115.degrees latitude (g = 980.6199 gals.).
 JD2115
 JD2115.The modeled gravity was interpolated from observed gravity values.
 JD2115
 JD2115;                    North         East    Units  Estimated Accuracy
 JD2115;SPC MO W     -   274,180.      916,190.      MT  (+/- 180 meters Scaled)
 JD2115
 JD2115                          SUPERSEDED SURVEY CONTROL
 JD2115
 JD2115  NGVD 29 (??/??/92)  288.574  (m)          946.76   (f) ADJ UNCH    2 0
 JD2115
 JD2115.Superseded values are not recommended for survey control.
 JD2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2115.See file dsdata.txt to determine how the superseded data were derived.
 JD2115
 JD2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC356765(NAD 83)
 JD2115_MARKER: DR = REFERENCE MARK DISK
 JD2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2115_STAMPING: CORNELIA NO 2 1948
 JD2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2115+STABILITY: SURFACE MOTION
 JD2115
 JD2115  HISTORY     - Date     Condition        Report By
 JD2115  HISTORY     - 1948     MONUMENTED       CGS
 JD2115  HISTORY     - 1963     GOOD             NGS
 JD2115
 JD2115                          STATION DESCRIPTION
 JD2115
 JD2115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2115'0.6 MI S FROM CORNELIA.
 JD2115'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 JD2115'GRAVELED STATE ROAD JJ AT CORNELIA, IN S 1, R 26 W, T 44 N, 42.0
 JD2115'FEET NORTHWEST OF R.M. 1, 23.0 FEET NORTHWEST OF THE STATION MARK,
 JD2115'1.0 FOOT SOUTH OF AN EAST-WEST FENCE, AND SET IN THE TOP OF A
 JD2115'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1625 ***********************************************************************
 JC1625  DESIGNATION -  CORRELL
 JC1625  PID         -  JC1625
 JC1625  STATE/COUNTY-  MO/STE GENEVIEVE
 JC1625  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1625
 JC1625                         *CURRENT SURVEY CONTROL
 JC1625  ___________________________________________________________________
 JC1625* NAD 83(1997)-  38 00 26.09357(N)    090 04 53.92447(W)     ADJUSTED  
 JC1625* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 JC1625  ___________________________________________________________________
 JC1625  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 JC1625  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 JC1625
 JC1625  HORZ ORDER  -  FIRST
 JC1625
 JC1625.The horizontal coordinates were established by classical geodetic methods
 JC1625.and adjusted by the National Geodetic Survey in February 2000..
 JC1625
 JC1625.The orthometric height was scaled from a topographic map.
 JC1625
 JC1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1625
 JC1625.The geoid height was determined by GEOID03.
 JC1625
 JC1625;                    North         East     Units Scale Factor Converg.
 JC1625;SPC MO E     -   241,319.293   286,739.102   MT  0.99994995   +0 15 27.4
 JC1625;SPC IL W     -   148,777.738   707,466.428   MT  0.99994186   +0 03 08.5
 JC1625;SPC IL W     -   488,114.96  2,321,079.44   sFT  0.99994186   +0 03 08.5
 JC1625;UTM  15      - 4,210,639.283   756,225.519   MT  1.00040866   +1 47 52.8
 JC1625;UTM  16      - 4,211,102.045   229,434.555   MT  1.00050172   -1 53 55.4
 JC1625
 JC1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1625!SPC MO E     -   0.99997550  x   0.99994995  =   0.99992545
 JC1625!SPC IL W     -   0.99997550  x   0.99994186  =   0.99991736
 JC1625!UTM  15      -   0.99997550  x   1.00040866  =   1.00038415
 JC1625!UTM  16      -   0.99997550  x   1.00050172  =   1.00047720
 JC1625
 JC1625:                Primary Azimuth Mark                     Grid Az
 JC1625:SPC MO E     -  STE GENEVIEVE MUNICIPAL TOWER            135 12 37.5
 JC1625:SPC IL W     -  STE GENEVIEVE MUNICIPAL TOWER            135 24 56.4
 JC1625:UTM  15      -  STE GENEVIEVE MUNICIPAL TOWER            133 40 12.1
 JC1625:UTM  16      -  STE GENEVIEVE MUNICIPAL TOWER            137 22 00.3
 JC1625
 JC1625|---------------------------------------------------------------------|
 JC1625| PID    Reference Object                     Distance      Geod. Az  |
 JC1625|                                                           dddmmss.s |
 JC1625| HC0906 STE GENEVIEVE MUNICIPAL TOWER       APPROX. 3.9 KM 1352804.9 |
 JC1625| HC0910 STE GENEVIEVE CATHOLIC CHURCH       APPROX. 4.4 KM 1353321.5 |
 JC1625|---------------------------------------------------------------------|
 JC1625
 JC1625                          SUPERSEDED SURVEY CONTROL
 JC1625
 JC1625  NAD 83(1997)-  38 00 26.09391(N)    090 04 53.92434(W) AD(       ) 1
 JC1625  NAD 83(1986)-  38 00 26.10342(N)    090 04 53.92008(W) AD(       ) 1
 JC1625  NAD 27      -  38 00 25.91200(N)    090 04 53.50900(W) AD(       ) 1
 JC1625
 JC1625.Superseded values are not recommended for survey control.
 JC1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1625.See file dsdata.txt to determine how the superseded data were derived.
 JC1625
 JC1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5622610639(NAD 83)
 JC1625_MARKER: P = PIPE CAP
 JC1625_SETTING: 0 = UNSPECIFIED SETTING
 JC1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1625
 JC1625  HISTORY     - Date     Condition        Report By
 JC1625  HISTORY     - 1931     MONUMENTED       MRC
 JC1625  HISTORY     - 1962     POOR             ILDT
 JC1625
 JC1625                          STATION DESCRIPTION
 JC1625
 JC1625'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 JC1625'ABOUT 2.5 MILES, AIRLINE, NORTHWEST OF STE. GENEVIEVE, ON
 JC1625'LAND BELONGING TO JOE FALLERT, IN CULTIVATED FIELD ON RIDGE
 JC1625'ABOUT 250 METERS (820 FEET) SOUTHEAST OF HIS HOUSE AND ABOUT
 JC1625'50 METERS (164 FEET) SOUTH OF FENCE ACROSS RIDGE.  MARKED
 JC1625'BY CAPPED IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE SURFACE
 JC1625'OF GROUND.  BEARING FROM STATION TO SPIRE OF STE. GENEVIEVE
 JC1625'CATHOLIC CHURCH AT STE. GENEVIEVE IS S 44 DEG 27 MIN E.
 JC1625
 JC1625                          STATION RECOVERY (1962)
 JC1625
 JC1625'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1962
 JC1625'STATION MARK IS ONLY ABOUT 8 INCHES STILL IN THE GROUND AND LEANING
 JC1625'ABOUT 10 TO 20 DEGREES.  CULTIVATION COMES CLOSE ON BOTH SIDES AND
 JC1625'IT APPEARS TO HAVE SHIFTED DUE TO LACK OF SUPPORT.
 JC1625'
 JC1625'FOUND A REFERENCE MARK STAMPED RM 1 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0777 ***********************************************************************
 HC0777  DESIGNATION -  CORRIDON
 HC0777  PID         -  HC0777
 HC0777  STATE/COUNTY-  MO/REYNOLDS
 HC0777  USGS QUAD   -  CORRIDON SE (1985)
 HC0777
 HC0777                         *CURRENT SURVEY CONTROL
 HC0777  ___________________________________________________________________
 HC0777* NAD 83(1997)-  37 21 25.67357(N)    091 05 39.78640(W)     ADJUSTED  
 HC0777* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 HC0777  ___________________________________________________________________
 HC0777  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 HC0777  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 HC0777
 HC0777  HORZ ORDER  -  SECOND
 HC0777
 HC0777.The horizontal coordinates were established by classical geodetic methods
 HC0777.and adjusted by the National Geodetic Survey in February 2000..
 HC0777
 HC0777.The orthometric height was scaled from a topographic map.
 HC0777
 HC0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0777
 HC0777.The geoid height was determined by GEOID03.
 HC0777
 HC0777;                    North         East     Units Scale Factor Converg.
 HC0777;SPC MO E     -   169,250.484   197,344.517   MT  0.99996747   -0 21 38.4
 HC0777;UTM  15      - 4,136,194.631   668,766.116   MT  0.99995085   +1 09 23.6
 HC0777
 HC0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0777!SPC MO E     -   0.99994396  x   0.99996747  =   0.99991143
 HC0777!UTM  15      -   0.99994396  x   0.99995085  =   0.99989481
 HC0777
 HC0777:                Primary Azimuth Mark                     Grid Az
 HC0777:SPC MO E     -  DRY                                      119 24 32.7
 HC0777:UTM  15      -  DRY                                      117 53 30.7
 HC0777
 HC0777|---------------------------------------------------------------------|
 HC0777| PID    Reference Object                     Distance      Geod. Az  |
 HC0777|                                                           dddmmss.s |
 HC0777| HC1020 DRY                                 APPROX.12.2 KM 1190254.3 |
 HC0777| HC0776 PANTHER HILL LOOKOUT TOWER          APPROX. 6.9 KM 1200200.3 |
 HC0777| CN6686 CORRIDON RM 1                        29.197 METERS 19831     |
 HC0777| CN6687 CORRIDON RM 2                        28.430 METERS 31629     |
 HC0777|---------------------------------------------------------------------|
 HC0777
 HC0777                          SUPERSEDED SURVEY CONTROL
 HC0777
 HC0777  NAD 83(1986)-  37 21 25.68579(N)    091 05 39.78472(W) AD(       ) 2
 HC0777  NAD 27      -  37 21 25.51440(N)    091 05 39.32780(W) AD(       ) 2
 HC0777
 HC0777.Superseded values are not recommended for survey control.
 HC0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0777.See file dsdata.txt to determine how the superseded data were derived.
 HC0777
 HC0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB6876636195(NAD 83)
 HC0777_MARKER: DD = SURVEY DISK
 HC0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0777
 HC0777  HISTORY     - Date     Condition        Report By
 HC0777  HISTORY     - 1962     MONUMENTED       CGS
 HC0777
 HC0777                          STATION DESCRIPTION
 HC0777
 HC0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0777'THE STATION IS 6-1/2 MILES SOUTH AND 6 MILES EAST OF BUNKER,
 HC0777'ABOUT 1-3/4 MILES SOUTH AND 1 MILES WEST OF CORRIDON, ABOUT
 HC0777'3 MILES SOUTH AND 1 MILE WEST OF REYNOLDS, IN THE SOUTHWEST
 HC0777'1/4 OF SEC. 19, T. 31 N., R. 1 W., AND ON THE PROPERTY OF MR.
 HC0777'JOHN TARVID.  IT IS 47 FEET EAST OF THE CENTERLINE OF A DIM
 HC0777'WOODS ROAD, 27 FEET SOUTHWEST OF A TWIN TRUNKED OAK TREE,
 HC0777'20 FEET EAST OF A 12 INCH OAK TREE WITH A TRIANGULAR BLAZE
 HC0777'ON THE EAST SIDE AND 5 FEET WEST OF A WITNESS POST.  THE
 HC0777'MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED CORRIDON
 HC0777'1962.
 HC0777'
 HC0777'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 72 AND COUNTY
 HC0777'ROAD BB IN REYNOLDS, GO SOUTH ON COUNTY ROAD BB FOR 1.45
 HC0777'MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO SOUTH ON A
 HC0777'GRAVELED ROAD FOR 0.05 MILE TO A T-ROAD.  TURN LEFT AND GO EAST
 HC0777'ON A GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN
 HC0777'RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 0.3 MILE TO A
 HC0777'FORK.  TAKE THE RIGHT FORK AND GO SOUTHERLY ON A GRAVELED ROAD
 HC0777'FOR 1.9 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY
 HC0777'ON A TRACK ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK
 HC0777'AND GO WESTERLY ON A TRACK ROAD FOR 0.15 MILE TO A FORK.  TAKE
 HC0777'THE RIGHT FORK AND GO WESTERLY ON A WOODS ROAD FOR 0.2 MILE
 HC0777'TO A TRIANGULAR BLAZED TREE AND A DIM WOODS ROAD ON THE
 HC0777'RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE DIM WOODS ROAD
 HC0777'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 HC0777'
 HC0777'REFERENCE MARK 1 IS 53 FEET WEST OF AN 8 INCH PINE TREE
 HC0777'AND 45 FEET EAST OF THE CENTERLINE OF THE DIM WOODS ROAD.
 HC0777'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HC0777'CORRIDON NO 1 1962.
 HC0777'
 HC0777'REFERENCE MARK 2 IS 96 FEET NORTHWEST OF THE WITNESS POST AND
 HC0777'41 FEET WEST OF THE CENTERLINE OF THE DIM WOODS ROAD.  THE
 HC0777'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED CORRIDON
 HC0777'NO 2 1962.
 HC0777'
 HC0777'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE
 HC0777'FOUND.
 HC0777'
 HC0777'NO MEASUREMENT BETWEEN RMS, TREES ON LINE.
 HC0777'
 HC0777'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0956 ***********************************************************************
 HC0956  DESIGNATION -  COTTENER
 HC0956  PID         -  HC0956
 HC0956  STATE/COUNTY-  MO/MADISON
 HC0956  USGS QUAD   -  MARQUAND (1980)
 HC0956
 HC0956                         *CURRENT SURVEY CONTROL
 HC0956  ___________________________________________________________________
 HC0956* NAD 83(1997)-  37 27 48.78860(N)    090 12 34.40959(W)     ADJUSTED  
 HC0956* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 HC0956  ___________________________________________________________________
 HC0956  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 HC0956  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HC0956
 HC0956  HORZ ORDER  -  FIRST
 HC0956
 HC0956.The horizontal coordinates were established by classical geodetic methods
 HC0956.and adjusted by the National Geodetic Survey in February 2000..
 HC0956
 HC0956.The orthometric height was scaled from a topographic map.
 HC0956
 HC0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0956
 HC0956.The geoid height was determined by GEOID03.
 HC0956
 HC0956;                    North         East     Units Scale Factor Converg.
 HC0956;SPC MO E     -   180,934.732   275,693.237   MT  0.99994146   +0 10 36.0
 HC0956;UTM  15      - 4,149,954.847   746,792.795   MT  1.00035030   +1 41 53.4
 HC0956
 HC0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0956!SPC MO E     -   0.99994803  x   0.99994146  =   0.99988950
 HC0956!UTM  15      -   0.99994803  x   1.00035030  =   1.00029832
 HC0956
 HC0956|---------------------------------------------------------------------|
 HC0956| PID    Reference Object                     Distance      Geod. Az  |
 HC0956|                                                           dddmmss.s |
 HC0956| CI4166 COTTENER RM 2                        18.251 METERS 01938     |
 HC0956| HB1751 MEMPHIS ST LOUIS AWY BEACON 49      APPROX.38.2 KM 1413111.2 |
 HC0956| HC0955 COTTENER FIRE TOWER                  18.110 METERS 23856     |
 HC0956| HC0954 COTTENER LOOKOUT TOWER               54.891 METERS 26519     |
 HC0956| CI4165 COTTENER RM 1                        27.103 METERS 26841     |
 HC0956| HC0976 BUFORD MTN RADIO KAR 42 E MAST      APPROX.12.5 KM 2823833.1 |
 HC0956| CI4164 COTTENER AZ MK                                     2945447.2 |
 HC0956| HC0925 FREDERICKTOWN MUNICIPAL TANK        APPROX.12.7 KM 3230657.8 |
 HC0956|---------------------------------------------------------------------|
 HC0956
 HC0956                          SUPERSEDED SURVEY CONTROL
 HC0956
 HC0956  NAD 83(1997)-  37 27 48.79448(N)    090 12 34.41006(W) AD(       ) 1
 HC0956  NAD 83(1986)-  37 27 48.80062(N)    090 12 34.40835(W) AD(       ) 1
 HC0956  NAD 27      -  37 27 48.60590(N)    090 12 33.99180(W) AD(       ) 1
 HC0956
 HC0956.Superseded values are not recommended for survey control.
 HC0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0956.See file dsdata.txt to determine how the superseded data were derived.
 HC0956
 HC0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB4679349955(NAD 83)
 HC0956_MARKER: DS = TRIANGULATION STATION DISK
 HC0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0956
 HC0956  HISTORY     - Date     Condition        Report By
 HC0956  HISTORY     - 1938     MONUMENTED       CGS
 HC0956  HISTORY     - 1963     GOOD             CGS
 HC0956
 HC0956                          STATION DESCRIPTION
 HC0956
 HC0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0956'ABOUT 7 MILES SOUTHEAST OF FREDERICKTOWN AND 4-1/2 MILES NORTHWEST
 HC0956'OF MARQUAND, IN THE NORTH SIDE OF CENTER OF SECTION 18, T. 32 N.,
 HC0956'R. 7 E., ON LAND OWNED BY THE U.S. FOREST SERVICE.  THE STATION
 HC0956'MARK WHICH PROJECTS 8 INCHES AND STAMPED COTTENER 1938 IS 59.74
 HC0956'FEET NORTHEAST OF THE COTTENER FIRE TOWER WHICH IS ON THE
 HC0956'HIGHEST PART OF THE HILL, 125.2 FEET NORTH-NORTHEAST OF THE
 HC0956'NORTHEAST CORNER OF THE GARAGE AND 153.5 FEET NORTHEAST OF THE
 HC0956'NORTHEAST CORNER OF THE FOREST RANGERS HOME.
 HC0956'
 HC0956'TO REACH FROM LUTESVILLE GO NORTH ON STATE HIGHWAY 51 FOR 18
 HC0956'MILES TO COUNTY ROAD A, TURN LEFT (SOUTHWEST) ON COUNTY ROAD
 HC0956'A AND GO 8.8 MILES TO MARQUAND, CONTINUE 0.25 MILE TO JUNCTION
 HC0956'WITH COUNTY ROAD B, TURN RIGHT (NORTH) ON COUNTY ROAD A
 HC0956'AND GO 4.3 MILES TO TOP OF HILL AND T-ROAD, TURN RIGHT (EAST) AND
 HC0956'GO 1.0 MILE ON THE COTTENER FIRE TOWER ROAD TO THE FIRE TOWER
 HC0956'AND STATION.
 HC0956'
 HC0956'TO REACH FROM FREDERICKTOWN GO SOUTH FROM THE SQUARE, ON U.S.
 HC0956'HIGHWAY 67 (PAVED) FOR 4.6 MILES, THEN TURN LEFT (EAST) ON
 HC0956'COUNTY ROAD A (GRAVEL) AND GO 5.4 MILES TO THE T-ROAD, (LEFT,
 HC0956'EAST) AND GO 1.0 MILE TO THE FIRE TOWER AND STATION.
 HC0956'
 HC0956'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HC0956'DISKS SET IN CONCRETE.
 HC0956'
 HC0956'REFERENCE MARK NO. 1, STAMPED COTTENER NO. 1 1938 IS WEST-BY-NORTH
 HC0956'OF STATION AND 47.38 FEET NORTHWEST OF FIRE TOWER.  REFERENCE
 HC0956'MARK NO. 2, STAMPED COTTENER NO. 2 1938 IS NORTHEAST OF STATION
 HC0956'AND 112.71 FEET EAST-NORTHEAST OF THE FIRE TOWER.  REFERENCE MARK
 HC0956'NO. 1 TO REFERENCE MARK NO. 2 IS 123.64 FEET.
 HC0956'
 HC0956'AZIMUTH MARK IS APPROXIMATELY 3.5 MILES WEST-NORTHWEST OF
 HC0956'STATION AND IS VISIBLE FROM THE GROUND, ONE-HALF WAY BETWEEN A
 HC0956'12-INCH OAK TREE, 33 FEET FROM STATION AND A 10-INCH OAK TREE,
 HC0956'63 FEET FROM STATION.  A HOUSE NORTH OF THE AZIMUTH MARK IS SEEN
 HC0956'ALONG THIS RANGE, IN A CLEARING.  THE AZIMUTH MARK IS 57 FEET
 HC0956'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FRONT YARD FENCE
 HC0956'OF AN OLD FARMHOUSE, 24 FEET SOUTH-BY-WEST OF THE SOUTHEAST
 HC0956'CORNER OF THE YARD FENCE, AND ABOUT 50 FEET SOUTH BY EAST OF
 HC0956'THE FRONT DOOR ON THE SOUTH SIDE OF THE OLD FARMHOUSE, WHICH
 HC0956'IS ABOUT 135 PACES SOUTH OF COUNTY ROAD A.
 HC0956'
 HC0956'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 HC0956'FIRE TOWER ROAD 1 MILE TO COUNTY ROAD A, THENCE RIGHT (NORTHWEST)
 HC0956'FOR 3.3 MILES ON COUNTY ROAD A, THEN TURN LEFT (SOUTH) 0.15
 HC0956'MILE TO THE FARMHOUSE AND AZIMUTH MARK.  SOME CLEARING MAY BE
 HC0956'NECESSARY TO SEE THE AZIMUTH IN THE SUMMER THROUGH THE FOLIAGE,
 HC0956'PERMISSION TO CLEAR MUST BE OBTAINED FROM THE U.S. FOREST
 HC0956'SERVICE.
 HC0956'
 HC0956'87-FOOT LIGHT AT HIGDON IS VISIBLE FROM THE GROUND AT COTTENER.
 HC0956'
 HC0956'74-FOOT LIGHT AT GRINDESTAFF IS VISIBLE FROM THE GROUND AT
 HC0956'COTTENER.
 HC0956'
 HC0956'87-FOOT LIGHT AT HURRICANE IS VISIBLE FROM THE GROUND AT COTTENER.
 HC0956'
 HC0956'87-FOOT LIGHT AT LEOPOLD IS VISIBLE FROM THE GROUND AT COTTENER.
 HC0956'
 HC0956'87-FOOT LIGHT AT MATTHEWS IS VISIBLE FROM THE GROUND AT COTTENER.
 HC0956'
 HC0956'74-FOOT LIGHT AT SHRUM IS VISIBLE FROM THE GROUND AT COTTENER.
 HC0956'
 HC0956'74-FOOT LIGHT AT LITTLE GRASSY IS VISIBLE FROM THE GROUND AT
 HC0956'COTTENER.
 HC0956'
 HC0956'74-FOOT LIGHT AT EVANS MTN. IS VISIBLE FROM THE GROUND AT COTTENER.
 HC0956'
 HC0956'74-FOOT LIGHT AT BLACK MTN. IS VISIBLE FROM THE GROUND AT
 HC0956'COTTENER.
 HC0956'
 HC0956'74-FOOT LIGHT AT KNOBLICK IS VISIBLE FROM THE GROUND AT COTTENER.
 HC0956'
 HC0956'SOME CLEARING WILL BE NECESSARY IN THE SUMMER TO SEE THESE
 HC0956'STATIONS THROUGH THE FOLIAGE.  PERMISSION TO CLEAR MUST BE
 HC0956'OBTAINED FROM THE U.S. FOREST SERVICE.
 HC0956'
 HC0956'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 HC0956
 HC0956                          STATION RECOVERY (1963)
 HC0956
 HC0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0956'THE STATION, REFERENCEMARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 HC0956'IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS TO ALL MARKS
 HC0956'CHECKED.  THE OLD LOOKOUT TOWER HAS BEEN TORN DOWN AND A NEW
 HC0956'ONE WAS BUILT NEAR BY.  THE FOREST RANGERS HOME HAS BEEN TORN
 HC0956'DOWN.
 HC0956'
 HC0956'A NEW DESCRIPTION FOLLOWS.
 HC0956'
 HC0956'THE STATION IS ABOUT 7 MILES SOUTHEAST OF FREDERICKTOWN, ABOUT
 HC0956'4-1/2 MILES NORTHWEST OF MARQUAND, IN THE NORTH SIDE OF THE
 HC0956'CENTER OF SEC. 18, T. 32 N., R. 7 E., AND ON THE PROPERTY OF THE
 HC0956'U.S. FOREST SERVICE.  IT IS 146 FEET EAST OF THE NORTHEAST CORNER
 HC0956'OF A CYCLONE FENCE AROUND THE NEW LOOKOUT TOWER, 54 FEET
 HC0956'SOUTHEAST OF AN 18 INCH OAK TREE, 44 FEET NORTHEAST OF THE
 HC0956'NORTHEAST CONCRETE FOOTING OF THE OLD LOOKOUT TOWER, 29 FEET
 HC0956'NORTHWEST OF A 6 INCH HICKORY TREE, 7 FEET SOUTHEAST OF A 6
 HC0956'INCH PINE TREE, AND 4 FEET NORTHEAST OF A WITNESS POST.  THE
 HC0956'MONUMENT PROJECTS 7 INCHES AND THE DISK IS STAMPED COTTENER
 HC0956'1938.
 HC0956'
 HC0956'TO REACH FROM THE POST OFFICE IN FREDERICKTOWN, GO SOUTH ON
 HC0956'U.S. HIGHWAY 67 FOR 4.75 MILES TO THE JUNCTION WITH COUNTY ROAD
 HC0956'A.  TURN LEFT AND GO SOUTHEAST ON COUNTY ROAD A FOR 2.0 MILES
 HC0956'TO A DRIVEWAY ON THE RIGHT AT THE HOME OF MR. WILBER MILLER AND
 HC0956'THE AZIMUTH MARK.  CONTINUE SOUTHEAST ON COUNTY ROAD A FOR 3.35
 HC0956'MILES TO A SIDE ROAD LEFT AT THE MOUNTAIN VIEW MISSION ON
 HC0956'THE LEFT.  TURN LEFT AND GO NORTHEAST ON A GRAVELED ROAD FOR
 HC0956'1.1 MILES TO THE COTTENER LOOKOUT TOWER ON THE RIGHT AND THE
 HC0956'STATION ON THE LEFT.
 HC0956'
 HC0956'REFERENCE MARK 1 IS 57 FEET EAST OF THE NORTHEAST CORNER OF THE
 HC0956'CYCLONE FENCE, AND 32 FEET NORTHWEST OF THE NORTHWEST CONCRETE
 HC0956'FOOTING OF THE OLD LOOKOUT TOWER.  THE BED ROCK PROJECTS 6 INCHES
 HC0956'AND THE DISK IS STAMPED COTTENER NO 1 1938.
 HC0956'
 HC0956'REFERENCE MARK 2 IS 57 FEET NORTHEAST OF THE 6 INCH PINE TREE,
 HC0956'AND 44 FEET EAST OF THE 18 INCH OAK TREE.  THE BED ROCK PROJECTS
 HC0956'ABOUT 2 FEET AND THE DISK IS STAMPED COTTENER NO 2 1938.
 HC0956'
 HC0956'THE AZIMUTH MARK IS 141 FEET SOUTH OF THE SOUTHEAST CORNER OF MR.
 HC0956'WILBERS MILLERS HOME, 30 FEET SOUTH OF A 12 INCH TREE, AND
 HC0956'18 FEET EAST OF A 14 INCH WALNUT TREE.  THE MONUMENT PROJECTS 6
 HC0956'INCHES AND THE DISK IS STAMPED COTTENER 1963.
 HC0956'
 HC0956'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0955 ***********************************************************************
 HC0955  DESIGNATION -  COTTENER FIRE TOWER
 HC0955  PID         -  HC0955
 HC0955  STATE/COUNTY-  MO/MADISON
 HC0955  USGS QUAD   -  MARQUAND (1980)
 HC0955
 HC0955                         *CURRENT SURVEY CONTROL
 HC0955  ___________________________________________________________________
 HC0955* NAD 83(1997)-  37 27 48.48539(N)    090 12 35.04079(W)     ADJUSTED  
 HC0955* NAVD 88     -                                                        
 HC0955  ___________________________________________________________________
 HC0955  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 HC0955  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HC0955
 HC0955  HORZ ORDER  -  THIRD
 HC0955
 HC0955.The horizontal coordinates were established by classical geodetic methods
 HC0955.and adjusted by the National Geodetic Survey in February 2000..
 HC0955
 HC0955
 HC0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0955
 HC0955.The geoid height was determined by GEOID03.
 HC0955
 HC0955;                    North         East     Units Scale Factor Converg.
 HC0955;SPC MO E     -   180,925.337   275,677.756   MT  0.99994145   +0 10 35.6
 HC0955;UTM  15      - 4,149,945.041   746,777.562   MT  1.00035021   +1 41 53.0
 HC0955
 HC0955                          SUPERSEDED SURVEY CONTROL
 HC0955
 HC0955  NAD 83(1997)-  37 27 48.49110(N)    090 12 35.04163(W) AD(       ) 4
 HC0955  NAD 83(1986)-  37 27 48.49692(N)    090 12 35.03969(W) AD(       ) 4
 HC0955  NAD 27      -  37 27 48.30200(N)    090 12 34.62700(W) AD(       ) 3
 HC0955
 HC0955.Superseded values are not recommended for survey control.
 HC0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0955.See file dsdata.txt to determine how the superseded data were derived.
 HC0955
 HC0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB4677849945(NAD 83)
 HC0955_MARKER: 57 = LOOKOUT TOWER
 HC0955
 HC0955  HISTORY     - Date     Condition        Report By
 HC0955  HISTORY     - 1938     FIRST OBSERVED   CGS
 HC0955  HISTORY     - 1956     GOOD             CGS
 HC0955
 HC0955                          STATION DESCRIPTION
 HC0955
 HC0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0955'AN INTERSECTION STATION, ABOUT 7 MILES SOUTHEAST OF FREDERICKTOWN
 HC0955'AND 4-1/2 MILES NORTHWEST OF MARQUAND, ON THE HIGHEST MOUNTAIN
 HC0955'IN THE VICINITY, A FIRE TOWER OF THE U.S. FOREST SERVICE, BUILT
 HC0955'OF STEEL, AND 100 FEET HIGH.  THE CENTER OF THE FIRE TOWER WAS
 HC0955'DETERMINED BY STRETCHING STRINGS BETWEEN THE FOUR LEGS AND
 HC0955'THIS POINT WAS LOCATED FROM TRIANGULATION STATION COTTENER.
 HC0955'CUTS WERE OBTAINED FROM TRIANGULATION STATIONS HIGDON,
 HC0955'COTTENER, GRINDESTAFF, SHRUM, LEOPOLD AND MATTHEWS.
 HC0955'
 HC0955'TRIANGULATION STATION COTTENER IS 59.74 FEET NORTHEAST OF THE
 HC0955'FIRE TOWER.
 HC0955
 HC0955                          STATION RECOVERY (1956)
 HC0955
 HC0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0955'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE NORTHWEST OF
 HC0955'MARQUAND, 5 MILES SOUTH OF CORNWALL IN THE CLARK NATIONAL FOREST.
 HC0955'
 HC0955'THE TOWER IS OF STEEL CONSTRUCTION, 110 FEET HIGH, WITH AN 8 FOOT
 HC0955'SQUARE HOUSE ON TOP.  THE APEX OF THE ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0954 ***********************************************************************
 HC0954  DESIGNATION -  COTTENER LOOKOUT TOWER
 HC0954  PID         -  HC0954
 HC0954  STATE/COUNTY-  MO/MADISON
 HC0954  USGS QUAD   -  MARQUAND (1980)
 HC0954
 HC0954                         *CURRENT SURVEY CONTROL
 HC0954  ___________________________________________________________________
 HC0954* NAD 83(1997)-  37 27 48.64305(N)    090 12 36.63576(W)     ADJUSTED  
 HC0954* NAVD 88     -                                                        
 HC0954  ___________________________________________________________________
 HC0954  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 HC0954  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HC0954
 HC0954  HORZ ORDER  -  THIRD
 HC0954
 HC0954.The horizontal coordinates were established by classical geodetic methods
 HC0954.and adjusted by the National Geodetic Survey in February 2000..
 HC0954
 HC0954
 HC0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0954
 HC0954.The geoid height was determined by GEOID03.
 HC0954
 HC0954;                    North         East     Units Scale Factor Converg.
 HC0954;SPC MO E     -   180,930.077   275,638.547   MT  0.99994143   +0 10 34.6
 HC0954;UTM  15      - 4,149,948.739   746,738.226   MT  1.00034997   +1 41 52.0
 HC0954
 HC0954                          SUPERSEDED SURVEY CONTROL
 HC0954
 HC0954  NAD 83(1997)-  37 27 48.64894(N)    090 12 36.63623(W) AD(       ) 4
 HC0954  NAD 83(1986)-  37 27 48.65528(N)    090 12 36.63452(W) AD(       ) 4
 HC0954  NAD 27      -  37 27 48.46000(N)    090 12 36.21800(W) AD(       ) 3
 HC0954
 HC0954.Superseded values are not recommended for survey control.
 HC0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0954.See file dsdata.txt to determine how the superseded data were derived.
 HC0954
 HC0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB4673849949(NAD 83)
 HC0954_MARKER: 57 = LOOKOUT TOWER
 HC0954
 HC0954  HISTORY     - Date     Condition        Report By
 HC0954  HISTORY     - 1963     FIRST OBSERVED   CGS
 HC0954
 HC0954                          STATION DESCRIPTION
 HC0954
 HC0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0954'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED ABOUT
 HC0954'7 MILES SOUTHEAST OF FREDERICKTOWN, ABOUT 4-1/2 MILES NORTHWEST
 HC0954'OF MARQUAND, IN THE NORTH SIDE OF THE CENTER OF SEC. 18, T. 32
 HC0954'N., R. 7 E.  IT IS A 4 LEGGED ALUMINUM STRUCTURE WITH A
 HC0954'OBSERVATION ROOM AT THE TOP.  THE OVERALL HEIGHT BEING ABOUT
 HC0954'120 FEET.
 HC0954'
 HC0954'TO REACH FROM THE POST OFFICE IN FREDERICKTOWN, GO SOUTH ON
 HC0954'U.S. HIGHWAY 67 FOR 4.75 MILES TO THE JUNCTION WITH COUNTY
 HC0954'ROAD A.  TURN LEFT AND GO SOUTHEAST ON COUNTY ROAD A FOR 5.35
 HC0954'MILES TO A SIDE ROAD LEFT AT THE MOUNTAIN VIEW MISSION ON
 HC0954'THE LEFT.  TURN LEFT AND GO NORTHEAST ON A GRAVELED ROAD FOR 1.1
 HC0954'MILES TO THE STATION ON THE RIGHT AT THE TOP OF THE HILL.
 HC0954'
 HC0954'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COTTENER
 HC0954'1938, THE DISTANCE BEING 180.1 FEET AND 54.89 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2624 ***********************************************************************
 JD2624  DESIGNATION -  COTTON
 JD2624  PID         -  JD2624
 JD2624  STATE/COUNTY-  MO/COOPER
 JD2624  USGS QUAD   -  TIPTON (1979)
 JD2624
 JD2624                         *CURRENT SURVEY CONTROL
 JD2624  ___________________________________________________________________
 JD2624* NAD 83(1997)-  38 42 26.15221(N)    092 45 40.93415(W)     ADJUSTED  
 JD2624* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 JD2624  ___________________________________________________________________
 JD2624  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JD2624  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2624
 JD2624  HORZ ORDER  -  SECOND
 JD2624
 JD2624.The horizontal coordinates were established by classical geodetic methods
 JD2624.and adjusted by the National Geodetic Survey in February 2000..
 JD2624
 JD2624.The orthometric height was scaled from a topographic map.
 JD2624
 JD2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2624
 JD2624.The geoid height was determined by GEOID03.
 JD2624
 JD2624;                    North         East     Units Scale Factor Converg.
 JD2624;SPC MO C     -   318,968.030   477,266.904   MT  0.99993969   -0 09 48.4
 JD2624;UTM  15      - 4,284,319.246   520,748.225   MT  0.99960530   +0 08 57.2
 JD2624
 JD2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2624!SPC MO C     -   0.99996227  x   0.99993969  =   0.99990197
 JD2624!UTM  15      -   0.99996227  x   0.99960530  =   0.99956759
 JD2624
 JD2624|---------------------------------------------------------------------|
 JD2624| PID    Reference Object                     Distance      Geod. Az  |
 JD2624|                                                           dddmmss.s |
 JD2624| CN6689 COTTON RM 1                          23.790 METERS 02223     |
 JD2624| CN6690 COTTON RM 2                          21.488 METERS 15741     |
 JD2624| JD2627 TIPTON ST ANDREWS CATH CHURCH       APPROX. 6.1 KM 1953424.6 |
 JD2624| JD2626 TIPTON MUNICIPAL TANK               APPROX. 5.7 KM 1963632.0 |
 JD2624| CN6688 COTTON AZ MK                                       2095631.6 |
 JD2624|---------------------------------------------------------------------|
 JD2624
 JD2624                          SUPERSEDED SURVEY CONTROL
 JD2624
 JD2624  NAD 83(1986)-  38 42 26.16278(N)    092 45 40.93682(W) AD(       ) 2
 JD2624  NAD 27      -  38 42 26.08950(N)    092 45 40.24134(W) AD(       ) 2
 JD2624
 JD2624.Superseded values are not recommended for survey control.
 JD2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2624.See file dsdata.txt to determine how the superseded data were derived.
 JD2624
 JD2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2074884319(NAD 83)
 JD2624_MARKER: DS = TRIANGULATION STATION DISK
 JD2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2624
 JD2624  HISTORY     - Date     Condition        Report By
 JD2624  HISTORY     - 1949     MONUMENTED       CGS
 JD2624  HISTORY     - 1963     GOOD             CGS
 JD2624
 JD2624                          STATION DESCRIPTION
 JD2624
 JD2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2624'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 1 MILE EAST OF
 JD2624'THE SMALL VILLAGE OF TIPTON, IN THE SOUTHEAST CORNER OF A
 JD2624'BARN LOT.  IT IS 101 FEET NORTH NORTHEAST OF THE NORTHEAST
 JD2624'CORNER OF A HOUSE, 49 FEET WEST OF THE CENTER LINE OF A GRAVEL
 JD2624'ROAD, 39 FEET SOUTH SOUTHEAST OF A CONCRETE WELL PLATFORM AND
 JD2624'35 FEET NORTH NORTHWEST OF THE CORNER POST IN THE BARN LOT.  THE
 JD2624'MARK IS STAMPED COTTON 1949 AND IS SET FLUSH WITH THE GROUND.
 JD2624'
 JD2624'REFERENCE MARK NO. 1 IS 22 FEET WEST OF THE CENTERLINE OF A
 JD2624'GRAVEL ROAD, 11 FEET NORTH OF THE NORTH POST OF A GATE AND 9
 JD2624'FEET SOUTH OF A POWER LINE POLE.  THE MARK IS STAMPED COTTON NO
 JD2624'1 1949 AND PROJECTS 5 INCHES.
 JD2624'
 JD2624'REFERENCE MARK NO. 2 IS 59 FEET EAST NORTHEAST OF THE NORTHEAST
 JD2624'CORNER OF THE HOUSE, 20 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD
 JD2624'AND 1 FOOT WEST OF A FENCE.  THE MARK IS STAMPED COTTON NO 2 1949
 JD2624'AND PROJECTS 5 INCHES.
 JD2624'
 JD2624'AZIMUTH MARK IS 14 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 JD2624'ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 JD2624'FENCE.  THE MARK IS STAMPED COTTON 1939 AND THE MARK PROJECTS
 JD2624'5 INCHES.
 JD2624'
 JD2624'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 JD2624'OF TIPTON, GO WEST 0.1 MILE TO CROSS STREETS, TURN RIGHT (NORTH)
 JD2624'FOR 0.35 MILE TO CROSS STREETS, TURN RIGHT AND GO EAST AND NORTH
 JD2624'FOR 2.25 MILES TO A T-ROAD RIGHT, TURN RIGHT (EAST) AND GO 0.75
 JD2624'MILE TO A CROSS ROADS, TURN LEFT AND FOLLOW MAIN ROAD FOR 1.15
 JD2624'MILES (AZIMUTH MARK ON LEFT), CONTINUE STRAIGHT AHEAD FOR 0.05
 JD2624'MILE TO A T-ROAD LEFT, TURN LEFT AND GO 0.05 MILE TO A BOARD
 JD2624'GATE ON LEFT, PASS THROUGH GATE AND STATION IN THE SOUTHEAST
 JD2624'CORNER OF BARN LOT AS DESCRIBED.
 JD2624'
 JD2624'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2624
 JD2624                          STATION RECOVERY (1963)
 JD2624
 JD2624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2624'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JD2624'RECOVERED IN GOOD CONDITION.  A LARGE DIFFERENCE IN DISTANCE TO
 JD2624'REFERENCE MARK 1 WAS NOTED AND DOUBLE CHECKED.  A DIFFERENCE
 JD2624'IN DIRECTION OF THE AZIMUTH MARK WAS NOTED AND CHECKED.
 JD2624'
 JD2624'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHEAST OF SYRACUSE,
 JD2624'6.5 MILES NORTHWEST OF CLARKSBURG, 3.0 MILES NORTH OF TIPTON
 JD2624'AND IN THE SOUTHEAST CORNER OF BARN LOT OWNED BY MR. RALPH
 JD2624'TAYLOR.
 JD2624'
 JD2624'TO REACH THE STATION FROM THE TIPTON POST OFFICE, DRIVE WEST FOR
 JD2624'0.1 MILE TO COUNTY ROUTE B.  TURN RIGHT AND DRIVE NORTH, EAST
 JD2624'AND NORTH ON COUNTY ROUTE B FOR 2.85 MILES TO A 3-WAY JUNCTION.
 JD2624'TURN RIGHT AND DRIVE EAST ON COUNTY ROUTE AA FOR 0.75 MILE
 JD2624'TO CROSSROAD.  TURN LEFT AND DRIVE NORTH ON GRAVELED ROAD FOR
 JD2624'1.0 MILE TO AN EAST JOG IN THE NORTH-SOUTH ROAD AND THE AZIMUTH
 JD2624'MARK ON THE NORTH SIDE OF THE ROAD.  CONTINUE EAST, NORTH AND
 JD2624'EAST ON GRAVELED ROAD FOR 0.2 MILE TO SIDE ROAD LEFT.  TURN
 JD2624'LEFT AND DRIVE NORTH ON GRAVELED ROAD FOR 0.05 MILE TO THE
 JD2624'STATION ON THE WEST SIDE OF THE ROAD.
 JD2624'
 JD2624'THE STATION IS A STANDARD DISK STAMPED COTTON 1949 SET IN THE TOP
 JD2624'OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN DIAMETER WHICH
 JD2624'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 50.0 FEET WEST
 JD2624'OF THE CENTER OF A NORTH-SOUTH ROAD AND 3.0 FEET NORTH OF WOODEN
 JD2624'FENCE WHICH IS THE SOUTH BARN LOT FENCE.
 JD2624'
 JD2624'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COTTON NO 1 1949
 JD2624'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JD2624'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 20.0 FEET WEST
 JD2624'OF THE CENTER OF A NORTH-SOUTH ROAD, 16.5 FEET NORTH OF THE
 JD2624'CENTER OF A WOODEN GATE, 8.5 FEET SOUTH OF REA POWER POLE
 JD2624'NUMBER A16 10 AND 0.5 FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE.
 JD2624'
 JD2624'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COTTON NO 2 1949
 JD2624'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JD2624'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 20.0 FEET
 JD2624'WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 6.0 FEET WEST-NORTHWEST
 JD2624'OF MR. TAYLORS MAIL BOX POST AND 5.0 FEET EAST-NORTHEAST OF THE
 JD2624'EAST END OF A WOODEN FENCE.
 JD2624'
 JD2624'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COTTON 1949 SET IN
 JD2624'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6
 JD2624'INCHES ABOVE THE GROUND.  IT IS IN THE NORTH RIGHT-OF-WAY FENCE
 JD2624'OF AN EAST-WEST JOG IN THE NORTH-SOUTH ROAD, 14.0 FEET NORTH
 JD2624'OF THE CENTER OF EAST-WEST ROAD AND 1.0 FOOT NORTH OF A METAL
 JD2624'WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1712 ***********************************************************************
 GD1712  DESIGNATION -  COTTON
 GD1712  PID         -  GD1712
 GD1712  STATE/COUNTY-  MO/PEMISCOT
 GD1712  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1712
 GD1712                         *CURRENT SURVEY CONTROL
 GD1712  ___________________________________________________________________
 GD1712* NAD 83(1997)-  36 03 35.28681(N)    089 41 34.94662(W)     ADJUSTED  
 GD1712* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GD1712  ___________________________________________________________________
 GD1712  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GD1712  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1712
 GD1712  HORZ ORDER  -  FIRST
 GD1712
 GD1712.The horizontal coordinates were established by classical geodetic methods
 GD1712.and adjusted by the National Geodetic Survey in February 2000..
 GD1712
 GD1712.The orthometric height was scaled from a topographic map.
 GD1712
 GD1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1712
 GD1712.The geoid height was determined by GEOID03.
 GD1712
 GD1712;                    North         East     Units Scale Factor Converg.
 GD1712;SPC MO E     -    25,428.187   322,699.350   MT  0.99999843   +0 28 30.1
 GD1712;SPC TN       -   197,827.420   267,366.955   MT  0.99995614   -2 09 43.4
 GD1712;SPC TN       -   649,038.79    877,186.42   sFT  0.99995614   -2 09 43.4
 GD1712;SPC AR N     -   193,975.652   607,821.613   MT  0.99997030   +1 20 32.7
 GD1712;SPC AR N     -   636,401.78  1,994,161.41   sFT  0.99997030   +1 20 32.7
 GD1712;UTM  16      - 3,993,938.306   257,438.367   MT  1.00032502   -1 35 09.5
 GD1712
 GD1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1712!SPC MO E     -   0.99999171  x   0.99999843  =   0.99999014
 GD1712!SPC TN       -   0.99999171  x   0.99995614  =   0.99994785
 GD1712!SPC AR N     -   0.99999171  x   0.99997030  =   0.99996201
 GD1712!UTM  16      -   0.99999171  x   1.00032502  =   1.00031673
 GD1712
 GD1712|---------------------------------------------------------------------|
 GD1712| PID    Reference Object                     Distance      Geod. Az  |
 GD1712|                                                           dddmmss.s |
 GD1712| CG3844 COTTON RM 1                          80.900 METERS 05059     |
 GD1712| CG3845 COTTON RM 2                                        33934     |
 GD1712|---------------------------------------------------------------------|
 GD1712
 GD1712                          SUPERSEDED SURVEY CONTROL
 GD1712
 GD1712  NAD 83(1997)-  36 03 35.28684(N)    089 41 34.94664(W) AD(       ) 1
 GD1712  NAD 83(1997)-  36 03 35.28688(N)    089 41 34.94667(W) AD(       ) 1
 GD1712  NAD 83(1997)-  36 03 35.28889(N)    089 41 34.94929(W) AD(       ) 1
 GD1712  NAD 83(1997)-  36 03 35.28731(N)    089 41 34.94760(W) AD(       ) 1
 GD1712  NAD 83(1986)-  36 03 35.29872(N)    089 41 34.94734(W) AD(       ) 1
 GD1712  NAD 27      -  36 03 35.04460(N)    089 41 34.65590(W) AD(       ) 1
 GD1712
 GD1712.Superseded values are not recommended for survey control.
 GD1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1712.See file dsdata.txt to determine how the superseded data were derived.
 GD1712
 GD1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5743893938(NAD 83)
 GD1712_MARKER: DS = TRIANGULATION STATION DISK
 GD1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1712
 GD1712  HISTORY     - Date     Condition        Report By
 GD1712  HISTORY     - 1929     MONUMENTED       CGS
 GD1712  HISTORY     - 1953     GOOD             CGS
 GD1712  HISTORY     - 1970     MARK NOT FOUND   NGS
 GD1712
 GD1712                          STATION DESCRIPTION
 GD1712
 GD1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1712'LOCATED AT COTTONWOOD POINT, ON THE WEST BANK OF THE MISSISSIPPI
 GD1712'RIVER, ABOUT 8 MILES SOUTH OF CARUTHERSVILLE, AND ABOUT ONE-QUARTER
 GD1712'MILE EAST OF MAIN PART OF TOWN OF COTTONWOOD, ON SMALL KNOLL 475
 GD1712'FEET EAST OF LEVEE, AND 173 FEET SOUTH OF ROAD RUNNING EAST AND
 GD1712'WEST, CALLED LOCALLY THE RIVER ROAD.  SURFACE AND UNDERGROUND
 GD1712'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 GD1712'UPPER MARK IS 15 INCHES BELOW SURFACE.  REFERENCE MARKS ARE
 GD1712'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 GD1712'IS 16 FEET WEST OF THE RIVER ROAD JUST AFTER IT TURNS NORTH, AFTER
 GD1712'RUNNING EAST FROM COTTONWOOD, 84 FEET NORTH OF WHERE
 GD1712'ROAD TURNS NORTH, AND 80.9 METERS 265 FEET FROM STATION N 50 DEG
 GD1712'59 MIN E.  NO. 2 IS AT JUNCTION OF THE RIVER
 GD1712'AND BANQUETTE ROADS, DIAGONALLY ACROSS FROM COTTONWOOD GIN MILL,
 GD1712'25 FEET EAST OF CENTER LINE OF BANQUETTE ROAD, 48 FEET NORTH OF
 GD1712'CENTER LINE OF RIVER ROAD, AND ABOUT 150 METERS 492 FEET FROM STATION
 GD1712'N 20 DEG 26 MIN W.  STATION COTTONWOOD SOUTH
 GD1712'BASE 1879 IS 116.51 METERS 382.2 FEET FROM STATION
 GD1712'N 53 DEG 18 MIN W.
 GD1712
 GD1712                          STATION RECOVERY (1953)
 GD1712
 GD1712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1712'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN GOOD
 GD1712'CONDITION.  A THOROUGH SEARCH WAS MADE FOR REFERENCE MARK NO. 2 BUT
 GD1712'IT COULD NOT BE FOUND AND IS CONSIDERED LOST.  REFERENCE MARK COTTON
 GD1712'NO 1 WAS DESTROYED BY THIS PARTY.  DUE TO HIGH-LINE WIRES BEING
 GD1712'DIRECTLY OVER COTTON 1929 AN OBSERVATION TOWER COULD NOT BE BUILT
 GD1712'AND A COMPLETE NEW STATION COTTON 2 WAS ESTABLISHED.  SEE NEW
 GD1712'DESCRIPTION.
 GD1712
 GD1712                          STATION RECOVERY (1970)
 GD1712
 GD1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1712'A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THIS STATION THROUGH
 GD1712'DISTANCE AND DIRECTION FROM TRIANGULATION STATION COTTON 2 1953, AND
 GD1712'NO EVIDENCE COULD BE FOUND OF EITHER THE SURFACE OR UNDERGROUND
 GD1712'STATION MARKS.  THIS AREA IS NOW UNDER CULTIVATION AND THE AREA
 GD1712'HAS BEEN GRADED AND LEVELED, AND IT IS THOUGHT THAT THE STATION
 GD1712'WAS COMPLETELY DESTROYED.  THREE CONCRETE MONUMENTS WITH THE
 GD1712'DISK REMOVED WERE FOUND SCATTERED ABOUT THE AREA AND IT IS THOUGHT
 GD1712'THESE MONUMENTS AT ONE TIME MARKED THIS STATION.
 GD1712'
 GD1712'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.25 MILE
 GD1712'EAST OF COTTONWOOD POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD2072 ***********************************************************************
 GD2072  DESIGNATION -  COTTON 2 RESET
 GD2072  PID         -  GD2072
 GD2072  STATE/COUNTY-  MO/PEMISCOT
 GD2072  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD2072
 GD2072                         *CURRENT SURVEY CONTROL
 GD2072  ___________________________________________________________________
 GD2072* NAD 83(1997)-  36 03 33.25962(N)    089 41 35.69732(W)     ADJUSTED  
 GD2072* NAVD 88     -        79.7    (meters)     261.     (feet)  VERTCON   
 GD2072  ___________________________________________________________________
 GD2072  X           -      27,637.169 (meters)                     COMP
 GD2072  Y           -  -5,162,099.901 (meters)                     COMP
 GD2072  Z           -   3,733,537.601 (meters)                     COMP
 GD2072  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GD2072  ELLIP HEIGHT-          51.25  (meters)          (02/17/00) GPS OBS
 GD2072  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD2072
 GD2072  HORZ ORDER  -  SECOND
 GD2072  ELLP ORDER  -  FOURTH    CLASS I
 GD2072
 GD2072.The horizontal coordinates were established by classical geodetic methods
 GD2072.and adjusted by the National Geodetic Survey in February 2000..
 GD2072
 GD2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD2072
 GD2072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD2072
 GD2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD2072
 GD2072.The ellipsoidal height was determined by GPS observations
 GD2072.and is referenced to NAD 83.
 GD2072
 GD2072.The geoid height was determined by GEOID03.
 GD2072
 GD2072;                    North         East     Units Scale Factor Converg.
 GD2072;SPC MO E     -    25,365.551   322,681.081   MT  0.99999840   +0 28 29.6
 GD2072;SPC TN       -   197,765.693   267,345.824   MT  0.99995610   -2 09 43.8
 GD2072;SPC TN       -   648,836.28    877,117.09   sFT  0.99995610   -2 09 43.8
 GD2072;SPC AR N     -   193,912.748   607,804.294   MT  0.99997022   +1 20 32.3
 GD2072;SPC AR N     -   636,195.41  1,994,104.59   sFT  0.99997022   +1 20 32.3
 GD2072;UTM  16      - 3,993,876.347   257,417.851   MT  1.00032514   -1 35 09.9
 GD2072
 GD2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD2072!SPC MO E     -   0.99999196  x   0.99999840  =   0.99999036
 GD2072!SPC TN       -   0.99999196  x   0.99995610  =   0.99994806
 GD2072!SPC AR N     -   0.99999196  x   0.99997022  =   0.99996218
 GD2072!UTM  16      -   0.99999196  x   1.00032514  =   1.00031709
 GD2072
 GD2072|---------------------------------------------------------------------|
 GD2072| PID    Reference Object                     Distance      Geod. Az  |
 GD2072|                                                           dddmmss.s |
 GD2072| GD1712 COTTON                               65.246 METERS 01644     |
 GD2072| CG3849 COTTON 2 AZ MK                                     0600645.6 |
 GD2072| GD2026 COTTON 2 RM 3                        47.550 METERS 18014     |
 GD2072| GD2027 COTTON 2 RM 4                        37.340 METERS 26226     |
 GD2072| GD1755 STEELE MUNICIPAL TANK               APPROX.12.6 KM 2821545.7 |
 GD2072| GD1728 COTTON 2 OFFSET                       4.670 METERS 29842     |
 GD2072| GD1719 COTTON 2 RM 5                       215.521 METERS 29843     |
 GD2072| GD1752 MIDWAY                              APPROX.13.8 KM 3213012.9 |
 GD2072|---------------------------------------------------------------------|
 GD2072
 GD2072                          SUPERSEDED SURVEY CONTROL
 GD2072
 GD2072  NAD 83(1997)-  36 03 33.25964(N)    089 41 35.69735(W) AD(       ) 2
 GD2072  NAD 83(1997)-  36 03 33.25967(N)    089 41 35.69738(W) AD(       ) 2
 GD2072  NAD 83(1997)-  36 03 33.26143(N)    089 41 35.70013(W) AD(       ) 2
 GD2072  NAD 83(1997)-  36 03 33.25968(N)    089 41 35.69850(W) AD(       ) 1
 GD2072  NAD 83(1997)-  36 03 33.25968(N)    089 41 35.69850(W) AD(       ) 2
 GD2072  NAD 83(1986)-  36 03 33.27151(N)    089 41 35.69807(W) AD(       ) 2
 GD2072  NAD 27      -  36 03 33.01750(N)    089 41 35.40660(W) AD(       ) 2
 GD2072  NGVD 29 (07/19/86)   79.6    (m)          261.     (f) VERT ANG       
 GD2072
 GD2072.Superseded values are not recommended for survey control.
 GD2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD2072.See file dsdata.txt to determine how the superseded data were derived.
 GD2072
 GD2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5741893876(NAD 83)
 GD2072_MARKER: DS = TRIANGULATION STATION DISK
 GD2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD2072_SP_SET: CONCRETE POST
 GD2072_STAMPING: COTTON 2 1953 1970
 GD2072_MARK LOGO: CGS   
 GD2072_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD2072+STABILITY: SURFACE MOTION
 GD2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD2072+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 GD2072
 GD2072  HISTORY     - Date     Condition        Report By
 GD2072  HISTORY     - 1970     MONUMENTED       NGS
 GD2072  HISTORY     - 1970     GOOD             NGS
 GD2072  HISTORY     - 1977     GOOD             NGS
 GD2072  HISTORY     - 19910312 GOOD             NGS
 GD2072  HISTORY     - 20040211 GOOD             USACE
 GD2072
 GD2072                          STATION DESCRIPTION
 GD2072
 GD2072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD2072'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 3 AND REFERENCE
 GD2072'MARK NO. 4 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE
 GD2072'STATION MARK WAS FOUND SOME DISTANCE FROM ITS ORIGINAL SITE LAYING
 GD2072'ON TOP OF A WOODED KNOLL, AND THE DISK WAS REMOVED.  THE AZIMUTH
 GD2072'MARK IS KNOWN TO HAVE BEEN DESTROYED BY EROSION BY THE MISSISSIPPI
 GD2072'RIVER AND FELL INTO THE RIVER.  POLARIS OBSERVATIONS WILL BE
 GD2072'REQUIRED TO SET A NEW AZIMUTH MARK.  A FIRM PLUMBING BENCH WAS
 GD2072'ERECTED OVER THE UNDERGROUND STATION MARK AND THE POINT
 GD2072'HELD.  THE ENTIRE STATION WAS THEN LOWERED AND A NEW SURFACE
 GD2072'STATION MARK SET ABOUT 18 INCHES BELOW THE SURFACE OF THE
 GD2072'CULTIVATED FIELD.  THE STATION WAS OCCUPIED AND THE HORIZONTAL
 GD2072'ANGLE OBSERVED BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 GD2072'NO. 4 AND CHECKED THE 1953 OBSERVED VALUE BETWEEN THESE MARKS WELL
 GD2072'WITHIN THE REQUIRED LIMITS.  IN CHECKING THE HORIZONTAL MEASURED
 GD2072'DISTANCE BETWEEN THE UNDERGROUND STATION MARK AND THE
 GD2072'REFERENCE MARKS, THE DISTANCE TO REFERENCE MARK NO. 3 CHECKED FLAT,
 GD2072'WHILE A DISCREPANCY OF PLUS 0.01 OF A FOOT WAS NOTED IN THE DISTANCE
 GD2072'TO REFERENCE MARK NO. 4.
 GD2072'
 GD2072'THE STATION IS LOCATED IN A CULTIVATED FIELD ABOUT 8 MILES SOUTH OF
 GD2072'CARUTHERSVILLE, 7 MILES EAST-SOUTHWEST OF STEELE AND ABOUT 0.25 OF
 GD2072'A MILE EAST OF THE SMALL COMMUNITY OF COTTONWOOD POINT.
 GD2072'
 GD2072'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 164 AND COUNTY
 GD2072'ROUTE E AT COTTONWOOD POINT, GO EAST ON STATE ROUTE 164 FOR 0.4 OF A
 GD2072'MILE TO THE END OF THE PAVEMENT JUST EAST OF THE INNER LEVEE.
 GD2072'CONTINUE EAST ON A GRAVELED ROAD FOR 0.1 OF A MILE TO A GRAVELED T
 GD2072'CROSSROAD, TURN RIGHT AND GO SOUTHERLY ON THE GRAVELED ROAD FOR
 GD2072'ABOUT 0.05 OF A MILE TO WHERE THE MAIN ROAD TURNS LEFT AND A FIELD
 GD2072'ROAD CONTINUES RIGHT.  THE STATION IS LOCATED IN A SMALL
 GD2072'CULTIVATED FIELD IN THE FORK OF THESE TWO ROADS.
 GD2072'
 GD2072'THE STATION IS 71 FEET NORTHWEST OF A 36-INCH COTTONWOOD TREE, 85
 GD2072'FEET SOUTH OF A POWERLINE POLE, 52 FEET SOUTHEAST OF THE APPROXIMATE
 GD2072'CENTER OF THE FIELD ROAD, 48 FEET WEST OF THE APPROXIMATE CENTER
 GD2072'OF THE GRAVELED ROAD, AND ON THE SOUTH SLOPE OF A SMALL KNOLL
 GD2072'ON THE NORTH SIDE OF A GROVE OF 10 COTTONWOOD TREES.  IT IS A
 GD2072'STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 GD2072'18 INCHES BELOW THE SURFACE OF THE FIELD AND THE DISK IS STAMPED
 GD2072'COTTON 2 1953 1970.
 GD2072'
 GD2072'REFERENCE MARK NO. 3 IS 104 FEET WEST OF THE APPROXIMATE CENTER OF
 GD2072'THE GRAVELED ROAD, 49 FEET SOUTHWEST OF A 40-INCH COTTONWOOD TREE, 33
 GD2072'FEET NORTH OF A 48-INCH COTTONWOOD TREE, 10 FEET NORTH OF AN 8-INCH,
 GD2072'TWIN TRUNKED OSAGE ORANGE TREE, 1.0 FOOT EAST OF A METAL WITNESS
 GD2072'POST AND SIGN, AND ACROSS A SWAMPY DRAW SOUTH OF THE STATION.  IT
 GD2072'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GD2072'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED COTTON 2 NO 3
 GD2072'1953.
 GD2072'
 GD2072'REFERENCE MARK NO. 4 IS 55 FEET EAST OF A LARGE, DEAD, COTTONWOOD
 GD2072'TREE, 23 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE FIELD ROAD,
 GD2072'20 FEET NORTHEAST OF A THICKET OF SMALL OSAGE ORANGE SAPLINGS, 1.0
 GD2072'FOOT EAST OF A METAL WITNESS POST AND SIGN, AND ABOUT 5 FEET ABOVE
 GD2072'THE LEVEL OF THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD2072'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD2072'STAMPED COTTON 2 NO 4 1953.
 GD2072'
 GD2072'DUE TO TREES ON LINE BETWEEN THE REFERENCE MARKS, THEY COULD NOT BE
 GD2072'MEASURED BETWEEN.
 GD2072
 GD2072                          STATION RECOVERY (1970)
 GD2072
 GD2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GD2072'RECOVERED IN GOOD CONDITION.
 GD2072
 GD2072                          STATION RECOVERY (1977)
 GD2072
 GD2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD2072'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED.
 GD2072'THE DISTANCE TO THE REFERENCE MARKS DID NOT COMPARE
 GD2072'WITH THE 1970 OBSERVATIONS , REFERENCE MARK 3 BEING 0.017
 GD2072'METER SHORTER THAN THE 1970 OBSERVATIONS AND REFERENCE MARK
 GD2072'4 BEING 0.026 METER LONGER THAN THE 1970 OBSERVATIONS.
 GD2072'HOWEVER, THE DIRECTION BETWEEN THE MARKS COMPARED FAVORABLY
 GD2072'WITH THE 1970 OBSERVATIONS.  COTTON 2 RM 5 WAS ESTABLISHED
 GD2072'AND OCCUPIED AT THIS TIME AND WILL SERVE AS THE AZIMUTH MARK.
 GD2072'SEE DESCRIPTION THEREOF.  FOLLOWING IS A NEW DESCRIPTION.
 GD2072'
 GD2072'STATION IS ABOUT 7-1/2 MILES EAST OF COOTER, 1/2 MILE WEST OF
 GD2072'THE MISSISSIPPI RIVER, 1/4 MILE EAST OF THE SMALL COMMUNITY
 GD2072'OF COTTONWOOD POINT AND ON PROPERTY OF DON LAWSON, ROUTE 1,
 GD2072'COTTONWOOD POINT, MISSOURI.  HIS PHONE NUMBER IS 333 0640.
 GD2072'
 GD2072'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 164 AND
 GD2072'STATE ROUTE E AT COTTONWOOD POINT, GO EAST ON ROUTE 164 FOR
 GD2072'0.4 MILE TO THE END OF PAVEMENT JUST EAST OF THE INNER LEVEE.
 GD2072'CONTINUE EAST ON GRAVELED ROAD FOR 0.1 MILE TO A DIRT SIDE
 GD2072'ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.05 MILE TO A
 GD2072'POINT WHERE DIRT ROAD TURNS LEFT AND A FIELD ROAD CONTINUES
 GD2072'STRAIGHT AHEAD AND STATION IN SOUTHWEST ANGLE OF THE
 GD2072'INTERSECTION.
 GD2072'
 GD2072'THE STATION MARK, STAMPED---COTTON 2 1953 1970---, IS A
 GD2072'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 GD2072'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET SOUTH
 GD2072'OF THE CENTER OF THE FIELD ROAD, 51 FEET WEST OF THE CENTER
 GD2072'OF THE GRAVELED ROAD AND 83.5 FEET SOUTH OF A UTILITY POLE.
 GD2072'
 GD2072'REFERENCE MARK 3, STAMPED---COTTON 2 NO 3 1953---, IS A
 GD2072'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 GD2072'MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 10
 GD2072'FEET NORTH OF A 20-INCH TREE AND 49 FEET SOUTHWEST OF A 40
 GD2072'INCH COTTONWOOD TREE.
 GD2072'
 GD2072'REFERENCE MARK 4, STAMPED---COTTON 2 NO 4 1953---, IS A
 GD2072'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 GD2072'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 20
 GD2072'FEET NORTHEAST OF AN OSAGE ORANGE TREE AND 22 FEET SOUTHEAST
 GD2072'OF THE CENTER OF THE FIELD ROAD.
 GD2072'
 GD2072'REFERENCE MARK 5, STAMPED---COTTON 2 1953 NO 5 1977---, IS A
 GD2072'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 GD2072'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 GD2072'35 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION
 GD2072'OF TWO GRAVELED ROADS AND 7.3 FEET EAST OF A WITNESS POST.  AN
 GD2072'UNDERGROUND DISK, STAMPED SAME AS THE SURFACE DISK, IS SET IN
 GD2072'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 GD2072'GROUND SURFACE.
 GD2072'
 GD2072'A 1/2-INCH RE-INFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 GD2072'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 GD2072
 GD2072                          STATION RECOVERY (1991)
 GD2072
 GD2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD2072'THE STATION IS LOCATED ABOUT 12.1 KM (7.50 MI) EAST OF COOTER, 0.8 KM
 GD2072'(0.50 MI) WEST OF THE MISSISSIPPI RIVER AND 0.5 KM (0.30 MI)
 GD2072'SOUTHEAST OF COTTONWOOD POINT.  OWNERSHIP--DON LAWSON, RT. 1, STEELE,
 GD2072'MO 63877, PHONE IS 314-333-0640.
 GD2072'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 164 AND COUNTY
 GD2072'ROAD E IN COTTONWOOD POINT, GO EAST ON STATE HIGHWAY 164 FOR 0.68 KM
 GD2072'(0.40 MI) TO A GRAVELED CROSSROAD.  CONTINUE EAST ON COUNTY ROAD 553
 GD2072'FOR 0.16 KM (0.10 MI) TO A DIRT ROAD AND LOCKED GATE ON THE RIGHT.
 GD2072'TURN RIGHT AND GO SOUTHERLY ON THE DIRT ROAD PASSING THROUGH THE
 GD2072'LOCKED GATE FOR 0.11 KM (0.05 MI) TO A FIELD ROAD AND THE STATION ON
 GD2072'THE RIGHT.
 GD2072'THE STATION IS LOCATED 215.5 M (707.0 FT) EAST-SOUTHEAST FROM COTTON 2
 GD2072'RM 5, 47.6 M (156.2 FT) NORTH FROM COTTON 2 RM 3, 37.3 M (122.4 FT)
 GD2072'EAST FROM COTTON 2 RM 4, 21.7 M (71.2 FT) NORTHWEST FROM A 38-INCH
 GD2072'COTTONWOOD TREE, 15.9 M (52.2 FT) SOUTHEAST FROM THE CENTER OF THE
 GD2072'FIELD ROAD, 14.7 M (48.2 FT) WEST FROM THE CENTER OF THE DIRT ROAD.
 GD2072'THE STATION IS RECESSED 45-CM BELOW THE GROUND.
 GD2072'DESCRIBED BY E.J. HANSMANN.
 GD2072
 GD2072                          STATION RECOVERY (2004)
 GD2072
 GD2072'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD2072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1719 ***********************************************************************
 GD1719  CBN         -  This is a Cooperative Base Network Control Station.
 GD1719  DESIGNATION -  COTTON 2 RM 5
 GD1719  PID         -  GD1719
 GD1719  STATE/COUNTY-  MO/PEMISCOT
 GD1719  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1719
 GD1719                         *CURRENT SURVEY CONTROL
 GD1719  ___________________________________________________________________
 GD1719* NAD 83(1997)-  36 03 36.61867(N)    089 41 43.25026(W)     ADJUSTED  
 GD1719* NAVD 88     -        86.064  (meters)     282.36   (feet)  ADJUSTED  
 GD1719  ___________________________________________________________________
 GD1719  X           -      27,447.848 (meters)                     COMP
 GD1719  Y           -  -5,162,045.238 (meters)                     COMP
 GD1719  Z           -   3,733,625.136 (meters)                     COMP
 GD1719  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GD1719  ELLIP HEIGHT-          57.77  (meters)          (08/22/02) GPS OBS
 GD1719  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1719  DYNAMIC HT  -          85.992 (meters)     282.13  (feet)  COMP
 GD1719  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 GD1719
 GD1719  HORZ ORDER  -  B
 GD1719  VERT ORDER  -  SECOND    CLASS II
 GD1719  ELLP ORDER  -  THIRD     CLASS I
 GD1719
 GD1719.The horizontal coordinates were established by GPS observations
 GD1719.and adjusted by the National Geodetic Survey in December 1995..
 GD1719
 GD1719.The orthometric height was determined by differential leveling
 GD1719.and adjusted by the National Geodetic Survey in March 1998..
 GD1719
 GD1719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1719
 GD1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1719
 GD1719.The ellipsoidal height was determined by GPS observations
 GD1719.and is referenced to NAD 83.
 GD1719
 GD1719.The geoid height was determined by GEOID03.
 GD1719
 GD1719.The dynamic height is computed by dividing the NAVD 88
 GD1719.geopotential number by the normal gravity value computed on the
 GD1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1719.degrees latitude (g = 980.6199 gals.).
 GD1719
 GD1719.The modeled gravity was interpolated from observed gravity values.
 GD1719
 GD1719;                    North         East     Units Scale Factor Converg.
 GD1719;SPC MO E     -    25,467.516   322,491.207   MT  0.99999806   +0 28 25.2
 GD1719;SPC TN       -   197,876.282   267,160.850   MT  0.99995616   -2 09 48.3
 GD1719;SPC TN       -   649,199.10    876,510.22   sFT  0.99995616   -2 09 48.3
 GD1719;SPC AR N     -   194,011.824   607,612.904   MT  0.99997035   +1 20 27.9
 GD1719;SPC AR N     -   636,520.46  1,993,476.67   sFT  0.99997035   +1 20 27.9
 GD1719;UTM  16      - 3,993,985.110   257,231.705   MT  1.00032626   -1 35 14.5
 GD1719
 GD1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1719!SPC MO E     -   0.99999093  x   0.99999806  =   0.99998899
 GD1719!SPC TN       -   0.99999093  x   0.99995616  =   0.99994709
 GD1719!SPC AR N     -   0.99999093  x   0.99997035  =   0.99996128
 GD1719!UTM  16      -   0.99999093  x   1.00032626  =   1.00031719
 GD1719
 GD1719|---------------------------------------------------------------------|
 GD1719| PID    Reference Object                     Distance      Geod. Az  |
 GD1719|                                                           dddmmss.s |
 GD1719| GD1025 G 279                               248.331 METERS 35708     |
 GD1719| GD1721 COTTON 2 RM 5 AZ MK                 APPROX. 0.9 KM 3593340.3 |
 GD1719|---------------------------------------------------------------------|
 GD1719
 GD1719                          SUPERSEDED SURVEY CONTROL
 GD1719
 GD1719  ELLIP H (12/14/95)   57.83   (m)                       GP(       ) 1 2
 GD1719  NAD 83(1997)-  36 03 36.61849(N)    089 41 43.25107(W) AD(       ) B
 GD1719  ELLIP H (09/07/90)   57.83   (m)                       GP(       ) 4 1
 GD1719  NAD 83(1986)-  36 03 36.63050(N)    089 41 43.25085(W) AD(       ) 1
 GD1719  NAD 27      -  36 03 36.37620(N)    089 41 42.95919(W) AD(       ) 1
 GD1719  NAVD 88 (03/31/98)   86.06   (m)          282.3    (f) LEVELING    3  
 GD1719  NGVD 29 (09/07/90)   86.1    (m)          282.     (f) GPS OBS        
 GD1719
 GD1719.Superseded values are not recommended for survey control.
 GD1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1719.See file dsdata.txt to determine how the superseded data were derived.
 GD1719
 GD1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5723293985(NAD 83)
 GD1719_MARKER: DR = REFERENCE MARK DISK
 GD1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1719_SP_SET: CONCRETE POST
 GD1719_STAMPING: COTTON 2 1953 NO 5 1977
 GD1719_MARK LOGO: NGS   
 GD1719_PROJECTION: FLUSH
 GD1719_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1719+STABILITY: SURFACE MOTION
 GD1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1719+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2002
 GD1719
 GD1719  HISTORY     - Date     Condition        Report By
 GD1719  HISTORY     - 1977     MONUMENTED       NGS
 GD1719  HISTORY     - 1977     GOOD             NGS
 GD1719  HISTORY     - 1987     GOOD             NGS
 GD1719  HISTORY     - 19910312 GOOD             NGS
 GD1719  HISTORY     - 19950621 GOOD             NGS
 GD1719  HISTORY     - 19970219 GOOD             NGS
 GD1719  HISTORY     - 19970219 GOOD             NGS
 GD1719  HISTORY     - 19970306 GOOD             NGS
 GD1719  HISTORY     - 20000214 GOOD             USE
 GD1719  HISTORY     - 20010507 GOOD             NGS
 GD1719  HISTORY     - 20010507 GOOD             USACE
 GD1719  HISTORY     - 20011006 GOOD             3001
 GD1719  HISTORY     - 20020506 GOOD             EMCINC
 GD1719
 GD1719                          STATION DESCRIPTION
 GD1719
 GD1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1719'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF STEELE, 8-1/2
 GD1719'MILES SOUTHWEST OF CARUTHERSVILLE ON PROPERTY OF THE SAINT
 GD1719'FRANCIS LEVEE DISTRICT IN THE SW 1/4 OF SECTION 31, R12E, T16N.
 GD1719'
 GD1719'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 GD1719'55 AND STATE HIGHWAY 164, ABOUT 2 MILES EAST OF STEELE, GO
 GD1719'EAST ON STATE HIGHWAY 164 FOR 5.5 MILES TO A T-ROAD.  TURN
 GD1719'RIGHT AND GO SOUTH ON STATE HIGHWAY 164 FOR 1.8 MILES TO THE
 GD1719'JUNCTION WITH STATE ROUTE E AT THE SOUTH EDGE OF THE SMALL
 GD1719'COMMUNITY OF COTTONWOOD POINT.  TURN LEFT AND GO EAST ON STATE
 GD1719'HIGHWAY 164 FOR 0.3 MILE TO A GRAVEL CROSSROAD ON TOP OF LEVEE,
 GD1719'TURN RIGHT AND GO SOUTH ALONG TOP OF LEVEE FOR 0.1 MILE TO A
 GD1719'GRAVEL CROSSROAD JUNCTION AND THE STATION ON THE LEFT ON TOP
 GD1719'OF THE INNER LEVEE.
 GD1719'
 GD1719'STATION MARKS, STAMPED---COTTON 2 1953 NO 5 1977---, ARE
 GD1719'STANDARD REFERENCE MARK DISKS.  THE SURFACE DISK IS SET IN THE
 GD1719'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 GD1719'THE GROUND.  IT IS 7.3 FEET EAST OF A METAL WITNESS POST AND
 GD1719'35 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION
 GD1719'OF 2 GRAVEL ROADS.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 GD1719'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 GD1719'SURFACE.
 GD1719'
 GD1719'THE STATION MARK, STAMPED---COTTON 2 1953 1970---, IS A
 GD1719'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 GD1719'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET SOUTH
 GD1719'OF THE CENTER OF THE FIELD ROAD, 51 FEET WEST OF THE CENTER
 GD1719'OF THE GRAVELED ROAD AND 83.5 FEET SOUTH OF A UTILITY POLE.
 GD1719'
 GD1719'REFERENCE MARK 6, STAMPED---COTTON 2 1953 NO 6 1977---, A
 GD1719'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1719'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2.8 FEET
 GD1719'SOUTHWEST OF A METAL WITNESS POST, 29.5 EAST OF THE APPROXIMATE
 GD1719'CENTER OF A GRAVEL ROAD, 44 FEET WEST OF THE APPROXIMATE
 GD1719'CENTER OF A GRAVEL ROAD AND ABOUT 6 FEET LOWER IN ELEVATION
 GD1719'THAN THE STATION.
 GD1719'
 GD1719'THE AZIMUTH MARK, STAMPED---COTTON 2 1953 1977---, IS A STANDARD
 GD1719'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH
 GD1719'WITH THE GROUND.  IT IS 2.8 FEET SOUTHEAST OF A METAL
 GD1719'WITNESS POST AND 12 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1719'GRAVEL ROAD RUNNING ALONG TOP OF LEVEE.  TO REACH THE AZIMUTH
 GD1719'MARK FROM THE STATION GO NORTH ON TOP OF LEVEE FOR 0.6 MILE
 GD1719'TO THE MARK ON THE LEFT.
 GD1719'
 GD1719'BM H 279, STAMPED---H 279 1976---, A STANDARD BENCH MARK DISK
 GD1719'CRIMPED TO THE TOP OF A 5/8-INCH ROD, 2 INCHES UNDERGROUND AND
 GD1719'SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS 1 FOOT
 GD1719'NORTHEAST OF A METAL WITNESS POST, 9 FEET SOUTHWEST OF CONCRETE
 GD1719'MILEPOST 42/43, 14.2 FEET NORTHWEST OF APPROXIMATE CENTER OF
 GD1719'GRAVEL ROAD ON LEVEE AND ABOUT 3 FEET LOWER THAN ROAD.  TO
 GD1719'REACH THE BM FROM THE STATION GO SOUTH ON TOP OF LEVEE FOR
 GD1719'0.6 MILE TO THE MARK ON THE RIGHT.
 GD1719'
 GD1719'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 GD1719'REFERENCE MARK 6 AND THE AZIMUTH MARK.
 GD1719'HEIGHT OF LIGHT ABOVE MARK WAS 30.2 METERS.
 GD1719
 GD1719                          STATION RECOVERY (1977)
 GD1719
 GD1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GD1719'RECOVERED IN GOOD CONDITION.
 GD1719
 GD1719                          STATION RECOVERY (1987)
 GD1719
 GD1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DAC)
 GD1719'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI)
 GD1719'EAST OF STEELE,
 GD1719'13.7 KM (8.5 MI) SOUTHWEST OF CARUTHERSVILLE.
 GD1719'OWNERSHIP--ON PROPERTY OF THE SAINT FRANCIS LEVEE DISTRICT IN THE
 GD1719'SOUTHWEST 1/4 OF SECTION 31, R12E, T16N.
 GD1719'
 GD1719'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 GD1719'STATE HIGHWAY 164, ABOUT 3.2 KM (2 MI) EAST OF STEEL, GO
 GD1719'EAST FOR 8.9 KM (5.5 MI) ON STATE HIGHWAY 164 TO A (T) JUNCTION.
 GD1719'TURN RIGHT AND GO SOUTH FOR 2.9 KM (1.8 MI) ON STATE HIGHWAY 164 TO
 GD1719'THE JUNCTION OF STATE ROUTE E AT THE SOUTH EDGE OF THE SMALL
 GD1719'COMMUNITY OF COTTONWOOD POINT.
 GD1719'TURN LEFT AND GO EAST FOR 0.48 KM (0.3 MI) ON STATE HIGHWAY 164 TO
 GD1719'A GRAVEL CROSSROAD ON TOP OF LEVEE.  TURN RIGHT AND GO SOUTH ALONG
 GD1719'TOP OF LEVEE FOR 0.16 KM (0.1 MI) TO A GRAVEL CROSSROAD JUNCTION
 GD1719'AND THE STATION ON THE LEFT ON TOP OF THE INNER LEVEE.
 GD1719'
 GD1719'THE STATION IS A STANDARD NGS DISK
 GD1719'STAMPED---COTTON 2 1953 NO 5 1977---,
 GD1719'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GD1719'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GD1719'2.22 METERS (7.3 FT) EAST FROM A METAL WITNESS POST,
 GD1719'215.514 METERS (707.067 FT) WEST-NORTHWEST FROM USC+GS STATION
 GD1719'COTTON 2 1953,
 GD1719'10.7 METERS (35 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 GD1719'JUNCTION OF THE TWO GRAVEL ROADS.
 GD1719'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GD1719'STAMPED---COTTON 2 1953 NO 5 1977---,
 GD1719'SET INTO AN IRREGULAR MASS OF CONCRETE 1.07 METERS BELOW THE SURFACE.
 GD1719
 GD1719                          STATION RECOVERY (1991)
 GD1719
 GD1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1719'THE STATION IS LOCATED ABOUT 20.2 KM (12.55 MI) EAST-SOUTHEAST OF
 GD1719'STEELE, 12.9 KM (8.00 MI) SOUTH OF CARUTHERSVILLE AND 0.4 KM
 GD1719'(0.25 MI) EAST OF COTTONWOOD POINT.  OWNERSHIP--PEMISCOT COUNTY, JOHN
 GD1719'ALFORD, (CITY CLERK), COUNTY COURTHOUSE, CARUTHERSVILLE, MO 63830,
 GD1719'PHONE IS 314-333-4203.
 GD1719'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 164 AND COUNTY
 GD1719'ROAD E, IN SOUTHWEST COTTONWOOD POINT, GO EAST ON STATE HIGHWAY 164
 GD1719'FOR 0.49 KM (0.30 MI) TO THE TOP OF A LEVEE AND A GRAVELED CROSSROAD.
 GD1719'TURN RIGHT AND GO SOUTHEAST ON THE GRAVELED ROAD ALONG THE TOP OF THE
 GD1719'LEVEE FOR 0.21 KM (0.15 MI) TO A GRAVELED CROSSROAD AND THE STATION
 GD1719'ON THE LEFT.
 GD1719'THE STATION IS LOCATED 14.9 M (48.9 FT) NORTHEAST FROM THE SOUTHEAST
 GD1719'END OF A FENCE, 11.5 M (37.7 FT) SOUTHEAST FROM A POST AND SIGN ST.
 GD1719'FRANCIS LEVEE DIST., 10.7 M (35.1 FT) NORTHEAST FROM THE CENTER OF
 GD1719'GRAVELED ROADS JUNCTION, 10.4 M (34.1 FT) EAST FROM THE CENTER OF A
 GD1719'GRAVELED ROAD, 6.1 M (20.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A
 GD1719'GRAVELED ROAD, 2.3 M (7.5 FT) EAST-SOUTHEAST FROM A METAL WITNESS
 GD1719'POST AND 0.2 M (0.7 FT) SOUTHEAST FROM A WITNESS POST.  THE STATION
 GD1719'IS FLUSH WITH THE GROUND.
 GD1719'DESCRIBED BY E.J. HANSMANN.
 GD1719
 GD1719                          STATION RECOVERY (1995)
 GD1719
 GD1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GD1719'RECOVERED AS DESCRIBED.
 GD1719
 GD1719                          STATION RECOVERY (1997)
 GD1719
 GD1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GD1719'THE STATION IS LOCATED ABOUT 20.2 KM (12.55 MI) EAST-SOUTHEAST OF
 GD1719'STEELE, 12.9 KM (8.00 MI) SOUTH OF CARUTHERSVILLE, 0.4 KM (0.25 MI)
 GD1719'EAST OF COTTONWOOD POINT, IN THE GRASS, ON TOP OF THE LEVEE, JUST
 GD1719'SOUTHEAST OF THE JUNCTION OF THE GRAVEL LEVEE ROAD AND A GRAVEL ROAD
 GD1719'LEADING NORTHEAST, DOWN FROM THE TOP OF THE LEVEE. OWNERSHIP--PEMISCOT
 GD1719'COUNTY, CITY CLERK JOHN ALFORD, COUNTY COURTHOUSE, CARUTHERSVILLE MO
 GD1719'63830, PHONE 573-333-4203.  TO REACH THE STATION FROM THE JUNCTION OF
 GD1719'STATE HIGHWAY 164 AND STATE ROUTE E, NEAR THE SOUTHWEST EDGE OF
 GD1719'COTTONWOOD POINT, GO SOUTHEAST FOR 0.49 KM (0.30 MI) ALONG HIGHWAY 164
 GD1719'TO THE TOP OF THE GRAVEL LEVEE CROSSROAD.  TURN RIGHT, SOUTH FOR 0.21
 GD1719'KM (0.15 MI) ALONG THE TOP LEVEE ROAD TO A GRAVEL CROSSROAD AND THE
 GD1719'STATION ON THE LEFT, JUST SOUTHEAST OF THE JUNCTION.  STATION IS 12.1
 GD1719'M (39.7 FT) NORTHEAST OF A METAL LEVEE SIGN (ST. FRANCIS LEVEE DIST.),
 GD1719'10.4 M (34.1 FT) EAST OF THE GRAVEL LEVEE ROAD CENTER, 6.5 M (21.3 FT)
 GD1719'SOUTHEAST OF A GRAVEL ROAD CENTER, 2.2 M (7.2 FT) EAST-SOUTHEAST OF A
 GD1719'METAL WITNESS POST, ABOUT LEVEL WITH THE LEVEE ROAD AND FLUSH WITH THE
 GD1719'GROUND SURFACE.
 GD1719
 GD1719                          STATION RECOVERY (1997)
 GD1719
 GD1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GD1719'THE STATION IS LOCATED ABOUT 20.2 KM (12.55 MI) EAST-SOUTHEAST OF
 GD1719'STEELE, MO., 12.9 KM (8.00 MI) SOUTH OF CARUTHERSVILLE, MO., AND 0.4
 GD1719'KM (0.25 MI) EAST OF COTTONWOOD POINT.  IN THE GRASS, ON TOP OF THE
 GD1719'LEVEE, JUST SOUTHEAST OF THE JUNCTION OF THE GRAVEL LEVEE ROAD AND A
 GD1719'GRAVEL ROAD LEADING NORTHEAST, DOWN FROM THE TOP OF THE LEVEE.
 GD1719'OWNERSHIP--PEMISCOT COUNTY, CITY CLERK JOHN ALFORD, COUNTY COURTHOUSE,
 GD1719'CARUTHERSVILLE, MO.  63830.  PHONE 573-333-4203. NOTE--THIS STATION IS
 GD1719'A (FBN/CBN STATION) .  TO REACH THE STATION FROM THE JUNCTION OF STATE
 GD1719'HIGHWAY 164 AND STATE ROUTE E, NEAR THE SOUTHWEST EDGE OF COTTONWOOD
 GD1719'POINT, GO SOUTHEAST, 0.49 KM (0.30 MI) ALONG HIGHWAY 164 TO THE TOP OF
 GD1719'THE GRAVEL LEVEE CROSSROAD.  TURN RIGHT, SOUTH, 0.21 KM (0.15 MI)
 GD1719'ALONG THE TOP LEVEE ROAD, TO A GRAVEL CROSSROAD AND THE STATION ON THE
 GD1719'LEFT, JUST SOUTHEAST OF THE JUNCTION.  STATION IS 12.1 M (39.7 FT)
 GD1719'NORTHEAST OF A METAL LEVEE SIGN (ST.  FRANCIS LEVEE DIST.) , 10.4 M
 GD1719'(34.1 FT) EAST OF THE GRAVEL LEVEE ROAD CENTER, 6.5 M (21.3 FT)
 GD1719'SOUTHEAST OF A GRAVEL ROAD CENTER, 2.2 M (7.2 FT) EAST-SOUTHEAST OF A
 GD1719'METAL WITNESS POST, AND THE MONUMENT IS ABOUT LEVEL WITH THE LEVEE
 GD1719'ROAD AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
 GD1719
 GD1719                          STATION RECOVERY (1997)
 GD1719
 GD1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GD1719'THE STATION IS LOCATED ABOUT 20.2 KM (12.55 MI) EAST-SOUTHEAST OF
 GD1719'STEELE, MO., 12.9 KM (8.00 MI) SOUTH OF CARUTHERSVILLE, MO., AND 0.4
 GD1719'KM (0.25 MI) EAST OF COTTONWOOD POINT.  IN THE GRASS, ON TOP OF THE
 GD1719'LEVEE, JUST SOUTHEAST OF THE JUNCTION OF THE GRAVEL LEVEE ROAD AND A
 GD1719'GRAVEL ROAD LEADING NORTHEAST, DOWN FROM THE TOP OF THE LEVEE.
 GD1719'OWNERSHIP--PEMISCOT COUNTY, CITY CLERK IS JOHN ALFORD, COUNTY
 GD1719'COURTHOUSE, CARUTHERSVILLE, MO.  63830.  PHONE 573-333-4203.  TO REACH
 GD1719'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 164 AND STATE ROUTE E,
 GD1719'NEAR THE SOUTHWEST EDGE OF COTTONWOOD POINT, GO SOUTHEAST, 0.49 KM
 GD1719'(0.30 MI) ALONG HIGHWAY 164 TO THE TOP OF THE GRAVEL LEVEE CROSSROAD.
 GD1719'TURN RIGHT, SOUTH, 0.21 KM (0.15 MI) ALONG THE TOP LEVEE ROAD, TO A
 GD1719'GRAVEL CROSSROAD AND THE STATION ON THE LEFT, JUST SOUTHEAST OF THE
 GD1719'JUNCTION.  THE STATION IS 12.1 M (39.7 FT) NORTHEAST OF A METAL LEVEE
 GD1719'SIGN (ST.  FRANCIS LEVEE DIST.) , 10.4 M (34.1 FT) EAST OF THE GRAVEL
 GD1719'LEVEE ROAD CENTER, 6.5 M (21.3 FT) SOUTHEAST OF A GRAVEL ROAD CENTER,
 GD1719'2.2 M (7.2 FT) EAST-SOUTHEAST OF A METAL WITNESS POST, AND THE
 GD1719'MONUMENT IS ABOUT LEVEL WITH THE LEVEE ROAD AND FLUSH WITH THE GROUND
 GD1719'SURFACE.  BY R.G.  HAYES.
 GD1719
 GD1719                          STATION RECOVERY (2000)
 GD1719
 GD1719'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD1719'GOOD.
 GD1719
 GD1719                          STATION RECOVERY (2001)
 GD1719
 GD1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (LHW)
 GD1719'RECOVERED IN GOOD CONDITION.
 GD1719
 GD1719                          STATION RECOVERY (2001)
 GD1719
 GD1719'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 GD1719'MARK WAS RECOVERED IN GOOD CONDITION.
 GD1719
 GD1719                          STATION RECOVERY (2001)
 GD1719
 GD1719'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 GD1719'THE STATION IS LOCATED IN PEMISCOT COUNTY/MO, 12.55 MILES
 GD1719'EAST-SOUTHEAST OF STEEL/MO, 8.0
 GD1719'MILES SOUTH OF CARUTHERSVILLE/MO, 0.25 MILES EAST OF COTTONWOOD POINT.
 GD1719'IN THE GRASS, ON
 GD1719'THE TOP OF THE LEVEE, JUST SOUTHEAST OF THE JUNCTION OF THE GRAVEL
 GD1719'LEVEE ROAD AND A
 GD1719'GRAVEL ROAD LEADING NORTHEAST, DOWN FROM THE TOP OF THE LEVEE.
 GD1719' 
 GD1719'OWNERSHIP-  PEMISCOT COUNTY (ST. FRANCES LEVEE DISTRICT), COUNTY
 GD1719'COURTHOUSE,
 GD1719'CARUTHERSVILLE/MO
 GD1719' 
 GD1719'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY 164 AND STATE
 GD1719'ROUTE E, NEAR
 GD1719'THE SOUTHWEST EDGE OF COTTONWOOD POINT, GO SOUTHEAST FOR 0.3 MILES
 GD1719'ALONG HWY 164 TO
 GD1719'THE TOP OF THE GRAVEL LEVEE CROSSROAD.  TURN RIGHT (SOUTH), GO 0.15
 GD1719'MILES ALONG THE TOP
 GD1719'LEVEE ROAD, TO A GRAVEL CROSSROAD AND THE STATION IS ON THE LEFT, JUST
 GD1719'SOUTHEAST OF THE
 GD1719'JUNCTION.  SOUTHEAST OF A GRAVEL ROAD CENTER, 2 FEET EAST OF A WITNESS
 GD1719'POST.
 GD1719' 
 GD1719'THE STATION IS 39.7 FEET EAST OF A METAL PEMISCOT COUNTY SIGN, 34.1
 GD1719'FEET EAST OF A GRAVEL
 GD1719'LEVEE ROAD CENTER, 2 FEET WEST OF A WITNESS POST, AND THE MONUMENT IS
 GD1719'ABOUT LEVEL WITH
 GD1719'THE LEVEE ROAD AND FLUSH WITH THE SURFACE, 7.2 FEET EAST-SOUTHEAST OF
 GD1719'A METAL WITNESS
 GD1719'POST.
 GD1719' 
 GD1719'
 GD1719
 GD1719                          STATION RECOVERY (2002)
 GD1719
 GD1719'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 GD1719'FOUND AS DESCRIBED.
 GD1719'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1721 ***********************************************************************
 GD1721  DESIGNATION -  COTTON 2 RM 5 AZ MK
 GD1721  PID         -  GD1721
 GD1721  STATE/COUNTY-  MO/PEMISCOT
 GD1721  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1721
 GD1721                         *CURRENT SURVEY CONTROL
 GD1721  ___________________________________________________________________
 GD1721* NAD 83(1997)-  36 04 07.29451(N)    089 41 43.53963(W)     ADJUSTED  
 GD1721* NAVD 88     -        86.7    (meters)     284.     (feet)  VERTCON   
 GD1721  ___________________________________________________________________
 GD1721  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 GD1721  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1721
 GD1721  HORZ ORDER  -  SECOND
 GD1721
 GD1721.The horizontal coordinates were established by classical geodetic methods
 GD1721.and adjusted by the National Geodetic Survey in February 2000..
 GD1721
 GD1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1721
 GD1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1721
 GD1721.The geoid height was determined by GEOID03.
 GD1721
 GD1721;                    North         East     Units Scale Factor Converg.
 GD1721;SPC MO E     -    26,412.922   322,476.149   MT  0.99999803   +0 28 25.4
 GD1721;UTM  16      - 3,994,930.756   257,250.667   MT  1.00032614   -1 35 15.8
 GD1721
 GD1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1721!SPC MO E     -   0.99999084  x   0.99999803  =   0.99998887
 GD1721!UTM  16      -   0.99999084  x   1.00032614  =   1.00031697
 GD1721
 GD1721                          SUPERSEDED SURVEY CONTROL
 GD1721
 GD1721  NAD 83(1997)-  36 04 07.29451(N)    089 41 43.53963(W) AD(       ) 2
 GD1721  NAD 83(1997)-  36 04 07.29451(N)    089 41 43.53963(W) AD(       ) 2
 GD1721  NAD 83(1997)-  36 04 07.29434(N)    089 41 43.54052(W) AD(       ) 2
 GD1721  NAD 83(1997)-  36 04 07.29433(N)    089 41 43.54042(W) AD(       ) 2
 GD1721  NAD 83(1986)-  36 04 07.30635(N)    089 41 43.54015(W) AD(       ) 2
 GD1721  NAD 27      -  36 04 07.05269(N)    089 41 43.24823(W) AD(       ) 2
 GD1721  NGVD 29 (07/19/86)   86.6    (m)          284.     (f) VERT ANG       
 GD1721
 GD1721.Superseded values are not recommended for survey control.
 GD1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1721.See file dsdata.txt to determine how the superseded data were derived.
 GD1721
 GD1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5725194931(NAD 83)
 GD1721
 GD1721  HISTORY     - Date     Condition        Report By
 GD1721  HISTORY     - 1977     MONUMENTED       NGS
 GD1721
 GD1721                          STATION DESCRIPTION
 GD1721
 GD1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LWH)
 GD1721'THE AZIMUTH MARK, STAMPED---COTTON 2 1953 1977---, IS A STANDARD
 GD1721'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH
 GD1721'WITH THE GROUND.  IT IS 2.8 FEET SOUTHEAST OF A METAL
 GD1721'WITNESS POST AND 12 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1721'GRAVEL ROAD RUNNING ALONG TOP OF LEVEE.  TO REACH THE AZIMUTH
 GD1721'MARK FROM THE STATION GO NORTH ON TOP OF LEVEE FOR 0.6 MILE
 GD1721'TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1290 ***********************************************************************
 GD1290  DESIGNATION -  COTTONWOOD SOUTH BASE
 GD1290  PID         -  GD1290
 GD1290  STATE/COUNTY-  MO/PEMISCOT
 GD1290  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1290
 GD1290                         *CURRENT SURVEY CONTROL
 GD1290  ___________________________________________________________________
 GD1290* NAD 83(1997)-  36 03 37.54531(N)    089 41 38.68000(W)     ADJUSTED  
 GD1290* NAVD 88     -        81.03   (+/-2cm)     265.8    (feet)  VERTCON   
 GD1290  ___________________________________________________________________
 GD1290  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GD1290  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1290
 GD1290  HORZ ORDER  -  SECOND
 GD1290  VERT ORDER  -  ? (See Below)
 GD1290
 GD1290.The horizontal coordinates were established by classical geodetic methods
 GD1290.and adjusted by the National Geodetic Survey in February 2000..
 GD1290
 GD1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1290.The vertical order pertains to the NGVD 29 superseded value.
 GD1290
 GD1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1290
 GD1290.The geoid height was determined by GEOID03.
 GD1290
 GD1290;                    North         East     Units Scale Factor Converg.
 GD1290;SPC MO E     -    25,497.023   322,605.343   MT  0.99999826   +0 28 27.9
 GD1290;SPC TN       -   197,900.505   267,276.219   MT  0.99995618   -2 09 45.6
 GD1290;SPC TN       -   649,278.57    876,888.73   sFT  0.99995618   -2 09 45.6
 GD1290;UTM  16      - 3,994,010.501   257,346.867   MT  1.00032557   -1 35 11.8
 GD1290
 GD1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1290!SPC MO E     -   0.99999172  x   0.99999826  =   0.99998998
 GD1290!SPC TN       -   0.99999172  x   0.99995618  =   0.99994790
 GD1290!UTM  16      -   0.99999172  x   1.00032557  =   1.00031729
 GD1290
 GD1290                          SUPERSEDED SURVEY CONTROL
 GD1290
 GD1290  NAD 83(1997)-  36 03 37.54534(N)    089 41 38.68003(W) AD(       ) 2
 GD1290  NAD 83(1997)-  36 03 37.54539(N)    089 41 38.68005(W) AD(       ) 2
 GD1290  NAD 83(1997)-  36 03 37.54740(N)    089 41 38.68267(W) AD(       ) 2
 GD1290  NAD 83(1997)-  36 03 37.54582(N)    089 41 38.68098(W) AD(       ) 2
 GD1290  NAD 83(1986)-  36 03 37.55722(N)    089 41 38.68070(W) AD(       ) 2
 GD1290  NAD 27      -  36 03 37.30320(N)    089 41 38.38910(W) AD(       ) 2
 GD1290  NGVD 29 (??/??/??)   80.954  (m)          265.60   (f) ADJUSTED    ?  
 GD1290
 GD1290.Superseded values are not recommended for survey control.
 GD1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1290.See file dsdata.txt to determine how the superseded data were derived.
 GD1290
 GD1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5734794011(NAD 83)
 GD1290_MARKER: B = BOLT
 GD1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1290_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1290+STABILITY: SURFACE MOTION
 GD1290
 GD1290  HISTORY     - Date     Condition        Report By
 GD1290  HISTORY     - 1929     MONUMENTED       MRC
 GD1290  HISTORY     - 1970     POOR             NGS
 GD1290
 GD1290                          STATION DESCRIPTION
 GD1290
 GD1290'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1929 (HWH)
 GD1290'ON WEST BANK OF MISSISSIPPI RIVER, ABOUT 8 MILES SOUTH OF
 GD1290'CARUTHERSVILLE, ABOUT ONE-FOURTH MILE EAST OF MAIN PART OF TOWN OF
 GD1290'COTTONWOOD POINT, DIRECTLY EAST OF COTTONWOOD GIN MILL, 198 FEET
 GD1290'SOUTH OF CENTER LINE OF RIVER ROAD RUNNING BACK FROM LANDING, 270
 GD1290'METERS 886 FEET BACK OF RIVER BANK, 93 FEET EAST OF ANGLE IN TOP
 GD1290'OF LEVEE, IN BORROW PIT, 90 METERS 295 FEET BACK OF DR GAYS HOUSE.
 GD1290'MARK IS 1/2-INCH COPPER BOLT, WITH CROSS IN CENTER, IN TOP OF
 GD1290'STONE POST ABOUT 10 INCHES SQUARE ON TOP, PROJECTING ABOUT 10 INCHES
 GD1290'ABOVE SURFACE OF GROUND, AND WITH YEAR 1879 OUTLINED ON NORTH FACE.
 GD1290'STATION COTTON IS 116.51 METERS 382.2 FEET DISTANT
 GD1290'S 53 DEG 19 MIN E.
 GD1290
 GD1290                          STATION RECOVERY (1970)
 GD1290
 GD1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1290'THE 10-INCH SQUARE STONE POST MARKED WITH A 1/2-INCH COPPER BOLT,
 GD1290'WITH CROSS IN CENTER, WAS FOUND SETTING ON TOP OF THE GROUND IN A
 GD1290'PILE OF RUBBLE AND WAS LEANING AT SHARP ANGLE TO THE SOUTH.  PART OF
 GD1290'THE ENGRAVED LETTERS 1879 ARE STILL VISIBLE ON THE NORTH FACE
 GD1290'OF THE STONE.  THE MARK HAS EVIDENTLY BEEN STRUCK BY GRADING
 GD1290'EQUIPMENT DURING CLEARING OPERATIONS FOR A CULTIVATED FIELD.
 GD1290'IT WAS NOT POSSIBLE TO OBTAIN ANY CHECK ON THE MARKS
 GD1290'POSITION.  THE MARK WAS LEFT EXACTLY AS FOUND.
 GD1290'
 GD1290'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.25 MILE
 GD1290'EAST OF COTTONWOOD POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9621 ***********************************************************************
 AD9621  DESIGNATION -  COU AP STA B
 AD9621  PID         -  AD9621
 AD9621  STATE/COUNTY-  MO/BOONE
 AD9621  USGS QUAD   -  MILLERSBURG SW (1981)
 AD9621
 AD9621                         *CURRENT SURVEY CONTROL
 AD9621  ___________________________________________________________________
 AD9621* NAD 83(1997)-  38 48 18.24269(N)    092 13 23.65481(W)     ADJUSTED  
 AD9621* NAVD 88     -       267.9    (meters)     879.     (feet)  GPS OBS   
 AD9621  ___________________________________________________________________
 AD9621  X           -    -193,077.054 (meters)                     COMP
 AD9621  Y           -  -4,973,354.344 (meters)                     COMP
 AD9621  Z           -   3,975,623.860 (meters)                     COMP
 AD9621  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AD9621  ELLIP HEIGHT-         235.44  (meters)          (12/04/00) GPS OBS
 AD9621  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AD9621
 AD9621  HORZ ORDER  -  THIRD
 AD9621  ELLP ORDER  -  FOURTH    CLASS II
 AD9621
 AD9621.This mark is at Columbia Regional Airport (COU)
 AD9621
 AD9621.The horizontal coordinates were established by GPS observations
 AD9621.and adjusted by the National Geodetic Survey in December 2000..
 AD9621
 AD9621.The orthometric height was determined by GPS observations and a
 AD9621.high-resolution geoid model.
 AD9621
 AD9621.Photographs are available for this station.
 AD9621
 AD9621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9621
 AD9621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9621
 AD9621.The ellipsoidal height was determined by GPS observations
 AD9621.and is referenced to NAD 83.
 AD9621
 AD9621.The geoid height was determined by GEOID03.
 AD9621
 AD9621;                    North         East     Units Scale Factor Converg.
 AD9621;SPC MO C     -   329,828.448   524,039.007   MT  0.99994045   +0 10 24.4
 AD9621;UTM  15      - 4,295,431.581   567,445.846   MT  0.99965601   +0 29 12.5
 AD9621
 AD9621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9621!SPC MO C     -   0.99996306  x   0.99994045  =   0.99990351
 AD9621!UTM  15      -   0.99996306  x   0.99965601  =   0.99961908
 AD9621
 AD9621                          SUPERSEDED SURVEY CONTROL
 AD9621
 AD9621.No superseded survey control is available for this station.
 AD9621
 AD9621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6744695432(NAD 83)
 AD9621_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9621_STAMPING: AP 1969 STA.B COU
 AD9621_MARK LOGO: CGS   
 AD9621_PROJECTION: RECESSED 25 CENTIMETERS
 AD9621_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9621+STABILITY: SURFACE MOTION
 AD9621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9621+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 AD9621
 AD9621  HISTORY     - Date     Condition        Report By
 AD9621  HISTORY     - 1969     MONUMENTED       CGS
 AD9621  HISTORY     - 19911026 GOOD             NGS
 AD9621  HISTORY     - 20001031 GOOD             NGS
 AD9621
 AD9621                          STATION DESCRIPTION
 AD9621
 AD9621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (DMM)
 AD9621'THIS STATION IS LOCATED AT THE COLUMBIA REGIONAL AIRPORT, SOUTH OF
 AD9621'COLUMBIA, MO.  THE STATION IS LOCATED AT THE SW END OF RUNWAY 2-20, 75
 AD9621'FT (22.9 M) SE OF THE EAST EDGE OF THE RUNWAY, AND 150 FT (45.7 M) SE
 AD9621'OF THE CENTERLINE OF THE RUNWAY.  A STANDARD TOPO DISK SET IN A
 AD9621'CONCRETE MONUMENT FLUSH WITH THE GROUND, STAMPED AP 1969 STA B COU.
 AD9621
 AD9621                          STATION RECOVERY (2000)
 AD9621
 AD9621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AD9621'THE STATION IS LOCATED ABOUT 32 KM NORTH-NORTHWEST OF
 AD9621'JEFFERSON CITY AND 19 KM SOUTH OF COLUMBIA AT THE COLUMBIA
 AD9621'REGIONAL AIRPORT IN THE GRASS AREA JUST SOUTHEAST AND IN LINE
 AD9621'WITH RUNWAY END 2.
 AD9621' 
 AD9621'OWNERSHIP-- CITY OF COLUMBIA, COLUMBIA REGIONAL AIRPORT, ROUTE 1,
 AD9621'11000 AIRPORT DRIVE , BUILDING 9, COLUMBIA, MO. 65201. AIRPORT
 AD9621'MANAGER IS WILLIAM E. BOSTON,III. PHONE 573-442-9770 ,FAX
 AD9621'573-874-0105.
 AD9621'MAINTENANCE SUPERVISOR IS RICHARD L. WILLBORN. PHONE 573-449-3511.
 AD9621'NOTE-- AIRPORT AUTHORITY MUST BE CONTACT 24 HOURS IN ADVANCE TO
 AD9621'GAIN ACCESS TO THE FIELD AND STATION.
 AD9621' 
 AD9621'TO REACH THE STATION FROM THE JUNCTION OF US HWY 63 AND STATE
 AD9621'HWY H ABOUT 19 KM SOUTH OF COLUMBIA, GO EAST FOR 2.98 KM ON ST HWY
 AD9621'H TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT,
 AD9621'SOUTHEAST, FOR 1.69 KM ON THE ENTRANCE ROAD TO THE TERMINAL
 AD9621'ENTRANCE ROAD ON THE LEFT. TURN LEFT,SOUTHEAST,THEN NORTHEAST
 AD9621'ON THE ROAD PASSING THE TERMINAL ON THE RIGHT TO A GATE ON THE
 AD9621'RIGHT AT THE APRON.TURN RIGHT ,SOUTHEAST, PASSING THROUGH GATE
 AD9621'AND ACROSS THE APRON FOR .12 KM TO THE SOUTHEAST SIDE OF APRON.
 AD9621'TURN RIGHT , SOUTH-SOUTHEAST, ALONG THE APRON FOR .10 KM TO THE
 AD9621'LAST CONNECTOR TAXIWAY ON THE LEFT (TAXIWAY A2) . TURN LEFT,
 AD9621'EAST-SOUTHEAST, ON THE APRON AND TAXIWAY FOR .05 KM TO
 AD9621'THE  PARALLEL TAXIWAY. TURN RIGHT, SOUTHWEST, FOR .6 KM ON THE
 AD9621'PARALLEL TAXIWAY TO RUNWAY END 2 . CROSS THE RUNWAY TO THE
 AD9621'STATION.
 AD9621' 
 AD9621'THE STATION IS 45.72 M SOUTHEAST OF THE RUNWAY CENTERLINE, 22.86 M
 AD9621'SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY, AND THE
 AD9621'MONUMENT IS ABOUT .3 M  BELOW THE SURFACE OF THE RUNWAY LEVEL
 AD9621'AND RECESSED ABOUT 25 CM BELOW THE GROUND LEVEL.
 AD9621'TAXIWAY FOR .10 KM TO THE STATION ON THE LEFT.
 AD9621'THE STATION IS 47.5 M EAST OF A SIGN AT THE CORNER OF THE TAXIWAYS,
 AD9621'45.7 M WEST OF THE WEST EDGE OF THE RUNWAY, 42.4 M NORTH OF THE
 AD9621'1ST TAXIWAY LIGHT EAST OF THE SIGN AT THE HOLD BAR, AND THE
 AD9621'MONUMENT IS ABOUT LEVEL WITH THE CONNECTOR TAXIWAY AND FLUSH
 AD9621'WITH THE GROUND SURFACE.
 AD9621' 
 AD9621'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9619 ***********************************************************************
 AD9619  DESIGNATION -  COU ARP 2
 AD9619  PID         -  AD9619
 AD9619  STATE/COUNTY-  MO/BOONE
 AD9619  USGS QUAD   -  MILLERSBURG SW (1981)
 AD9619
 AD9619                         *CURRENT SURVEY CONTROL
 AD9619  ___________________________________________________________________
 AD9619* NAD 83(1997)-  38 48 59.38115(N)    092 13 08.09547(W)     ADJUSTED  
 AD9619* NAVD 88     -       269.9    (meters)     885.     (feet)  GPS OBS   
 AD9619  ___________________________________________________________________
 AD9619  X           -    -192,671.169 (meters)                     COMP
 AD9619  Y           -  -4,972,575.925 (meters)                     COMP
 AD9619  Z           -   3,976,613.634 (meters)                     COMP
 AD9619  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 AD9619  ELLIP HEIGHT-         237.42  (meters)          (12/04/00) GPS OBS
 AD9619  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AD9619
 AD9619  HORZ ORDER  -  THIRD
 AD9619  ELLP ORDER  -  FOURTH    CLASS II
 AD9619
 AD9619.This mark is at Columbia Regional Airport (COU)
 AD9619
 AD9619.The horizontal coordinates were established by GPS observations
 AD9619.and adjusted by the National Geodetic Survey in December 2000..
 AD9619
 AD9619.The orthometric height was determined by GPS observations and a
 AD9619.high-resolution geoid model.
 AD9619
 AD9619.Photographs are available for this station.
 AD9619
 AD9619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9619
 AD9619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9619
 AD9619.The ellipsoidal height was determined by GPS observations
 AD9619.and is referenced to NAD 83.
 AD9619
 AD9619.The geoid height was determined by GEOID03.
 AD9619
 AD9619;                    North         East     Units Scale Factor Converg.
 AD9619;SPC MO C     -   331,098.084   524,410.511   MT  0.99994067   +0 10 34.3
 AD9619;UTM  15      - 4,296,702.868   567,810.296   MT  0.99965662   +0 29 22.6
 AD9619
 AD9619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9619!SPC MO C     -   0.99996275  x   0.99994067  =   0.99990342
 AD9619!UTM  15      -   0.99996275  x   0.99965662  =   0.99961938
 AD9619
 AD9619|---------------------------------------------------------------------|
 AD9619| PID    Reference Object                     Distance      Geod. Az  |
 AD9619|                                                           dddmmss.s |
 AD9619| AI4755 COU C                                99.098 METERS 20513     |
 AD9619|---------------------------------------------------------------------|
 AD9619
 AD9619                          SUPERSEDED SURVEY CONTROL
 AD9619
 AD9619.No superseded survey control is available for this station.
 AD9619
 AD9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6781096703(NAD 83)
 AD9619_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9619_STAMPING: ARP 2 COU 1973
 AD9619_MARK LOGO: CGS   
 AD9619_PROJECTION: FLUSH
 AD9619_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9619+STABILITY: SURFACE MOTION
 AD9619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9619+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 AD9619
 AD9619  HISTORY     - Date     Condition        Report By
 AD9619  HISTORY     - 1973     MONUMENTED       CGS
 AD9619  HISTORY     - 19911026 GOOD             NGS
 AD9619  HISTORY     - 20001031 GOOD             NGS
 AD9619
 AD9619                          STATION DESCRIPTION
 AD9619
 AD9619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (DMM)
 AD9619'STATION IS LOCATED NEAR THE MID-PORTION OF THE FIELD BETWEEN THE
 AD9619'PARALLEL TAXIWAY AND RUNWAY 2/20 AND NORTH OF THE SOUTHERNMOST TAXIWAY
 AD9619'CONNECTING TO THE TERMINAL RAMP.  IT IS 155.7 FT (47.5 M) E OF A SIGN
 AD9619'AT THE CORNER OF THE TAXIWAYS, 150 FT (45.7 M) W OF THE WEST EDGE OF
 AD9619'THE RUNWAY, 132.0 FT (40.2 M) NE OF THE NORTH END OF A SIGN ADJACENT
 AD9619'TO THE HOLD BAR, 139.3 FT (42.5 M) N OF THE FIRST TAXIWAY LIGHT E OF
 AD9619'THE SIGN AT THE HOLD BAR.  A STANDARD USCGS TOPO STATION DISK IN THE
 AD9619'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 AD9619'ARP 2 COU 1973.
 AD9619
 AD9619                          STATION RECOVERY (2000)
 AD9619
 AD9619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AD9619'THE STATION  IS LOCATED ABOUT 32 KM NORTH NORTHWEST OF JEFFERSON
 AD9619'CITY, 19 KM SOUTH OF COLUMBIA  AT THE COLUMBIA REGIONAL AIRPORT.
 AD9619'NEAR MIDFIELD, IN A GRASS MEDIAN BETWEEN RUNWAY 2-20 AND ITS
 AD9619'PARALLEL TAXIWAY, JUST NORTH OF THE CONNECTOR TAXIWAY A2.
 AD9619'OWNERSHIP--CITY OF COLUMBIA, COLUMBIA REGIONAL AIRPORT, ROUTE 1,
 AD9619'11000 AIRPORT DRIVE, BUILDING 9, COLUMBIA , MO. 65201. AIRPORT
 AD9619'MANAGER IS WILLIAM E. BOSTON,III. PHONE 573-442-9770- FAX
 AD9619'573-874-0105.
 AD9619'MAINTENANCE SUPERVISOR IS RICHARD L. WILLBORN. PHONE 573-449-3511.
 AD9619'NOTE-- CONTACT ONE OF THEM 24 HOURS IN ADVANCE FOR PERMISSION TO
 AD9619'ACCESS FIELD AND OCCUPY STATION ( ESCORT MAY BE REQUIRED).
 AD9619'TO REACH THE STATION FROM THE JUNCTION OF US HWY 63 AND STATE
 AD9619'HWY H ABOUT 19 KM SOUTH OF COLUMBIA, GO EAST FOR 2.98 KM ON ST HWY
 AD9619'H TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT,
 AD9619'SOUTHEAST, FOR 1.69 KM ON THE ENTRANCE ROAD TO THE TERMINAL
 AD9619'ENTRANCE ROAD ON THE LEFT. TURN LEFT,SOUTHEAST,THEN NORTHEAST
 AD9619'ON THE ROAD PASSING THE TERMINAL ON THE RIGHT TO A GATE ON THE
 AD9619'RIGHT AT THE APRON.TURN RIGHT ,SOUTHEAST, PASSING THROUGH GATE
 AD9619'AND ACROSS THE APRON FOR .12 KM TO THE SOUTHEAST SIDE OF APRON.
 AD9619'TURN RIGHT , SOUTH-SOUTHEAST, ALONG THE APRON FOR .10 KM TO THE
 AD9619'LAST CONNECTOR TAXIWAY ON THE LEFT (TAXIWAY A2) . TURN LEFT,
 AD9619'EAST-SOUTHEAST, ON THE APRON AND TAXIWAY CROSSING THE PARELLEL
 AD9619'TAXIWAY FOR .10 KM TO THE STATION ON THE LEFT.
 AD9619'THE STATION IS 47.5 M EAST OF A SIGN AT THE CORNER OF THE TAXIWAYS,
 AD9619'45.7 M WEST OF THE WEST EDGE OF THE RUNWAY, 42.4 M NORTH OF THE
 AD9619'1ST TAXIWAY LIGHT EAST OF THE SIGN AT THE HOLD BAR, AND THE
 AD9619'MONUMENT IS ABOUT LEVEL WITH THE CONNECTOR TAXIWAY AND FLUSH
 AD9619'WITH THE GROUND SURFACE.
 AD9619'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI4755 ***********************************************************************
 AI4755  PACS        -  This is a Primary Airport Control Station.
 AI4755  DESIGNATION -  COU C
 AI4755  PID         -  AI4755
 AI4755  STATE/COUNTY-  MO/BOONE
 AI4755  USGS QUAD   -  MILLERSBURG SW (1981)
 AI4755
 AI4755                         *CURRENT SURVEY CONTROL
 AI4755  ___________________________________________________________________
 AI4755* NAD 83(1997)-  38 48 56.47364(N)    092 13 09.84523(W)     ADJUSTED  
 AI4755* NAVD 88     -       269.74   (meters)     885.0    (feet)  GPS OBS   
 AI4755  ___________________________________________________________________
 AI4755  X           -    -192,715.523 (meters)                     COMP
 AI4755  Y           -  -4,972,630.317 (meters)                     COMP
 AI4755  Z           -   3,976,543.667 (meters)                     COMP
 AI4755  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AI4755  ELLIP HEIGHT-         237.25  (meters)          (04/13/00) GPS OBS
 AI4755  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AI4755
 AI4755  HORZ ORDER  -  B
 AI4755  ELLP ORDER  -  FIRST     CLASS I
 AI4755
 AI4755.This mark is at Columbia Regional Airport (COU)
 AI4755
 AI4755.The horizontal coordinates were established by GPS observations
 AI4755.and adjusted by the National Geodetic Survey in April 2000..
 AI4755
 AI4755.The orthometric height was determined by GPS observations and a
 AI4755.high-resolution geoid model.
 AI4755
 AI4755.GPS derived orthometric heights for airport stations designated as
 AI4755.PACS or SACS are published to 2 decimal places.  This maintains
 AI4755.centimeter relative accuracy between the PACS and SACS.  It does
 AI4755.not indicate centimeter accuracy relative to other marks which are
 AI4755.part of the NAVD 88 network.
 AI4755
 AI4755.Photographs are available for this station.
 AI4755
 AI4755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4755
 AI4755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4755
 AI4755.The ellipsoidal height was determined by GPS observations
 AI4755.and is referenced to NAD 83.
 AI4755
 AI4755.The geoid height was determined by GEOID03.
 AI4755
 AI4755;                    North         East     Units Scale Factor Converg.
 AI4755;SPC MO C     -   331,008.302   524,368.576   MT  0.99994064   +0 10 33.2
 AI4755;UTM  15      - 4,296,612.884   567,768.864   MT  0.99965655   +0 29 21.5
 AI4755
 AI4755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4755!SPC MO C     -   0.99996278  x   0.99994064  =   0.99990342
 AI4755!UTM  15      -   0.99996278  x   0.99965655  =   0.99961934
 AI4755
 AI4755:                Primary Azimuth Mark                     Grid Az
 AI4755:SPC MO C     -  COU E                                    022 39 32.5
 AI4755:UTM  15      -  COU E                                    022 20 44.2
 AI4755
 AI4755|---------------------------------------------------------------------|
 AI4755| PID    Reference Object                     Distance      Geod. Az  |
 AI4755|                                                           dddmmss.s |
 AI4755| AI4757 COU E                               488.063 METERS 0225005.7 |
 AI4755| AD9619 COU ARP 2                            99.098 METERS 02513     |
 AI4755| AI4756 COU D                               APPROX. 0.5 KM 1993933.2 |
 AI4755|---------------------------------------------------------------------|
 AI4755
 AI4755                          SUPERSEDED SURVEY CONTROL
 AI4755
 AI4755.No superseded survey control is available for this station.
 AI4755
 AI4755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6776996613(NAD 83)
 AI4755_MARKER: I = METAL ROD
 AI4755_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI4755_STAMPING: COU C 1999
 AI4755_MARK LOGO: NGS   
 AI4755_PROJECTION: RECESSED 3 CENTIMETERS
 AI4755_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4755+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 AI4755_ROD/PIPE-DEPTH: 6.28 meters
 AI4755_SLEEVE-DEPTH  : 0.90 meters
 AI4755
 AI4755  HISTORY     - Date     Condition        Report By
 AI4755  HISTORY     - 1999     MONUMENTED       NGS
 AI4755  HISTORY     - 20000919 GOOD             NGS
 AI4755
 AI4755                          STATION DESCRIPTION
 AI4755
 AI4755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI4755'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) NORTH-NORTHWEST OF
 AI4755'JEFFERSON, 19 KM (11.80 MI) SOUTH OF COLUMBIA AT THE COLUMBIA REGIONAL
 AI4755'AIRPORT, NEAR MIDFILED, IN THE GRASS MEDIAN BETWEEN RUNWAY 2-20 AND
 AI4755'ITS PARALLEL TAXI (TAXI) , ACROSS THE APRON AND TAXI FROM THE
 AI4755'TERMINAL, AND ALONG THE SOUTH SIDE OF THE MIDFIELD CONNECTOR (TAXI A2)
 AI4755'AND ON THE EXTENSION OF THE STOP LINE, AND ON THE EXTENSION OF THE 3RD
 AI4755'SET OF TAXI LIGHT SOUTHWEST OF TAXI A2.  OWNERSHIP--CITY OF COLUMBIA,
 AI4755'COLUMBIA REGIONAL AIRPORT, ROUTE 1, 11000 AIRPORT DRIVE, BUILDING 9,
 AI4755'COLUMBIA, MO 65201.  AIRPORT MANAGER IS WILLIAM E. BOSTON, III.  PHONE
 AI4755'573-442-9770, FAX 573-874-0105.  MAINTENANCE SUPERVISOR IS RICHARD L.
 AI4755'WILLBORN.  PHONE 573-449-3511.  CONTACT ONE OF THEM IN ADVANCE FOR
 AI4755'PERMISSION TO OCCUPY THIS STATION AND FOR ACCESS THROUGH THE LOCKED
 AI4755'GATES.  AN ESCORT MAY BE REQUIRED.  TO REACH FROM THE JUNCTION OF U.S.
 AI4755'HIGHWAY 63 AND STATE HIGHWAY H (ABOUT 19 KM (11.80 MI) SOUTH OF
 AI4755'COLUMBIA) GO EAST ON HIGHWAY H FOR 2.98 KM (1.85 MI) TO THE AIRPORT
 AI4755'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTHEAST, ON THE ROAD FOR
 AI4755'1.69 KM (1.05 MI) TO ENTRANCE ROAD TO THE TERMINAL ON THE LEFT.  TURN
 AI4755'LEFT, SOUTHEAST, THEN NORTHEAST, ON THE ROAD PASSING THE TERMINAL TO A
 AI4755'GATE ON THE RIGHT AT THE APRON.  TURN RIGHT, SOUTHEAST, PASSING
 AI4755'THROUGH THE GATE AND ACROSS THE APRON FOR 0.12 KM (0.05 MI) TO THE
 AI4755'SOUTHEAST SIDE OF THE APRON. TURN RIGHT, SOUTH-SOUTHWEST, ALONG THE
 AI4755'APRON FOR 0.10 KM (0.05 MI) TO THE LAST CONNECTOR TAXI ON THE LEFT
 AI4755'(TAXI A2) .  TURN LEFT, EAST-SOUTHEAST, ALONG THE APRON CROSSING THE
 AI4755'PARALLEL TAXI FOR 0.10 KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE
 AI4755'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5
 AI4755'CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 AI4755'A LOGO CAP SURROUNDED BY CONCRETE RECESSED 3 CM BELOW THE GROUND.  IT
 AI4755'IS 52.3 M (171.6 FT) WEST-NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY
 AI4755'2-20, 50.3 M (165.0 FT) WEST-SOUTHWEST OF THE CENTER OF A SIGN FOR
 AI4755'TAXI A2 ALONG THE RUNWAY, 35.5 M (116.5 FT) EAST-SOUTHEAST OF THE
 AI4755'SOUTHEAST EDGE OF THE PARALLEL TAXI (TAXI A) , 31.3 M (102.7 FT)
 AI4755'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE PAD OF A SIGN FOR
 AI4755'TAXIS A-A2, 30.4 M (99.7 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF
 AI4755'TAXI A2, AND 0.5 M (1.6 FT) NORTH-NORTHEAST OF THE EXTENDED NORTHEAST
 AI4755'FACE OF THE 1ST HANGAR SOUTHWEST OF THE TERMINAL.  NOTE--THIS IS THE
 AI4755'PRIMARY AIRPORT CONTROL STATION (PACS) .
 AI4755
 AI4755                          STATION RECOVERY (2000)
 AI4755
 AI4755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI4755'RECOVERED AS DESCRIBED--THIS IA THE PRIMARY AIRPORT CONTROL
 AI4755'STATION (PACS).
 AI4755'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI4756 ***********************************************************************
 AI4756  SACS        -  This is a Secondary Airport Control Station.
 AI4756  DESIGNATION -  COU D
 AI4756  PID         -  AI4756
 AI4756  STATE/COUNTY-  MO/BOONE
 AI4756  USGS QUAD   -  MILLERSBURG SW (1981)
 AI4756
 AI4756                         *CURRENT SURVEY CONTROL
 AI4756  ___________________________________________________________________
 AI4756* NAD 83(1997)-  38 48 39.94753(N)    092 13 17.39108(W)     ADJUSTED  
 AI4756* NAVD 88     -       269.68   (meters)     884.8    (feet)  GPS OBS   
 AI4756  ___________________________________________________________________
 AI4756  X           -    -192,909.818 (meters)                     COMP
 AI4756  Y           -  -4,972,942.405 (meters)                     COMP
 AI4756  Z           -   3,976,146.531 (meters)                     COMP
 AI4756  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AI4756  ELLIP HEIGHT-         237.19  (meters)          (04/13/00) GPS OBS
 AI4756  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AI4756
 AI4756  HORZ ORDER  -  FIRST
 AI4756  ELLP ORDER  -  FOURTH    CLASS I
 AI4756
 AI4756.This mark is at Columbia Regional Airport (COU)
 AI4756
 AI4756.The horizontal coordinates were established by GPS observations
 AI4756.and adjusted by the National Geodetic Survey in April 2000..
 AI4756
 AI4756.The orthometric height was determined by GPS observations and a
 AI4756.high-resolution geoid model.
 AI4756
 AI4756.GPS derived orthometric heights for airport stations designated as
 AI4756.PACS or SACS are published to 2 decimal places.  This maintains
 AI4756.centimeter relative accuracy between the PACS and SACS.  It does
 AI4756.not indicate centimeter accuracy relative to other marks which are
 AI4756.part of the NAVD 88 network.
 AI4756
 AI4756.Photographs are available for this station.
 AI4756
 AI4756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4756
 AI4756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4756
 AI4756.The ellipsoidal height was determined by GPS observations
 AI4756.and is referenced to NAD 83.
 AI4756
 AI4756.The geoid height was determined by GEOID03.
 AI4756
 AI4756;                    North         East     Units Scale Factor Converg.
 AI4756;SPC MO C     -   330,498.168   524,188.095   MT  0.99994054   +0 10 28.4
 AI4756;UTM  15      - 4,296,101.916   567,591.227   MT  0.99965626   +0 29 16.6
 AI4756
 AI4756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4756!SPC MO C     -   0.99996279  x   0.99994054  =   0.99990333
 AI4756!UTM  15      -   0.99996279  x   0.99965626  =   0.99961906
 AI4756
 AI4756:                Primary Azimuth Mark                     Grid Az
 AI4756:SPC MO C     -  COU C                                    019 29 00.0
 AI4756:UTM  15      -  COU C                                    019 10 11.8
 AI4756
 AI4756|---------------------------------------------------------------------|
 AI4756| PID    Reference Object                     Distance      Geod. Az  |
 AI4756|                                                           dddmmss.s |
 AI4756| AI4755 COU C                               APPROX. 0.5 KM 0193928.4 |
 AI4756|---------------------------------------------------------------------|
 AI4756
 AI4756                          SUPERSEDED SURVEY CONTROL
 AI4756
 AI4756.No superseded survey control is available for this station.
 AI4756
 AI4756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6759196102(NAD 83)
 AI4756_MARKER: DH = HORIZONTAL CONTROL DISK
 AI4756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4756_STAMPING: COU D 1999
 AI4756_MARK LOGO: NGS   
 AI4756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4756+STABILITY: SURFACE MOTION
 AI4756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4756+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 AI4756
 AI4756  HISTORY     - Date     Condition        Report By
 AI4756  HISTORY     - 1999     MONUMENTED       NGS
 AI4756  HISTORY     - 20000919 GOOD             NGS
 AI4756
 AI4756                          STATION DESCRIPTION
 AI4756
 AI4756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI4756'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) NORTH-NORTHWEST OF
 AI4756'JEFFERSON, 19 KM (11.80 MI) SOUTH OF COLUMBIA AT THE COLUMBIA REGIONAL
 AI4756'AIRPORT, IN THE SOUTHERN PART OF THE AIRFIELD, IN THE GRASS MEDIAN
 AI4756'BETWEEN RUNWAY 2-20 AND ITS PARALLEL TAXI (TAXI) , AND ALONG THE NORTH
 AI4756'SIDE OF THE 1ST CONNECTOR (TAXI A1) .  OWNERSHIP--CITY OF COLUMBIA,
 AI4756'COLUMBIA REGIONAL AIRPORT, ROUTE 1, 11000 AIRPORT DRIVE, BUILDING 9,
 AI4756'COLUMBIA, MO 65201.  AIRPORT MANAGER IS WILLIAM E. BOSTON, III.  PHONE
 AI4756'573-442-9770, FAX 573-874-0105.  MAINTENANCE SUPERVISOR IS RICHARD L.
 AI4756'WILLBORN.  PHONE 573-449-3511.  CONTACT ONE OF THEM IN ADVANCE FOR
 AI4756'PERMISSION TO OCCUPY THIS STATION AND FOR ACCESS THROUGH THE LOCKED
 AI4756'GATES.  AN ESCORT MAY BE REQUIRED.  TO REACH FROM THE JUNCTION OF U.S.
 AI4756'HIGHWAY 63 AND STATE HIGHWAY H (ABOUT 19 KM (11.80 MI) SOUTH OF
 AI4756'COLUMBIA) GO EAST ON HIGHWAY H FOR 2.98 KM (1.85 MI) TO THE AIRPORT
 AI4756'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTHEAST, ON THE ROAD FOR
 AI4756'1.69 KM (1.05 MI) TO ENTRANCE ROAD TO THE TERMINAL ON THE LEFT.  TURN
 AI4756'LEFT, SOUTHEAST, THEN NORTHEAST, ON THE ROAD PASSING THE TERMINAL TO A
 AI4756'GATE ON THE RIGHT AT THE APRON.  TURN RIGHT, SOUTHEAST, PASSING
 AI4756'THROUGH THE GATE AND ACROSS THE APRON FOR 0.12 KM (0.05 MI) TO THE
 AI4756'SOUTHEAST SIDE OF THE APRON. TURN RIGHT, SOUTH-SOUTHWEST, ALONG THE
 AI4756'APRON FOR 0.10 KM (0.05 MI) TO THE LAST CONNECTOR TAXI ON THE LEFT
 AI4756'(TAXI A2) .  TURN LEFT, EAST-SOUTHEAST, ALONG THE TAXI FOR 0.08 KM
 AI4756'(0.05 MI) TO THE PARALLEL TAXI.  TURN RIGHT, SOUTH-SOUTHWEST, ALONG
 AI4756'THE TAXI FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT JUST BEFORE
 AI4756'REACHING TAXI A1. THE STATION IS SET FLUSH IN THE TOP OF A 30 CM ROUND
 AI4756'CONCRETE POST RECESSED 3 CM BELOW THE GROUND.  IT IS 52.4 M (171.9 FT)
 AI4756'EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF THE PARALLEL TAXI (TAXI A) ,
 AI4756'35.3 M (115.8 FT) WEST-NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 2-20,
 AI4756'30.6 M (100.4 FT) NORTHEAST OF THE CENTER OF A RAMP/A1/2-20 SIGN, AND
 AI4756'30.5 M (100.1 FT) NORTH-NORTHEAST OF THE NORTHEAST EDGE OF THE
 AI4756'CONNECTOR TAXI (TAXI A1) .  NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 AI4756'STATION (SACS) .
 AI4756
 AI4756                          STATION RECOVERY (2000)
 AI4756
 AI4756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI4756'RECOVERED AS DESCRIBED---THIS IS A SECONDARY AIRPORT CONTROL
 AI4756'STATION (SACS).
 AI4756'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI4757 ***********************************************************************
 AI4757  SACS        -  This is a Secondary Airport Control Station.
 AI4757  DESIGNATION -  COU E
 AI4757  PID         -  AI4757
 AI4757  STATE/COUNTY-  MO/BOONE
 AI4757  USGS QUAD   -  MILLERSBURG SW (1981)
 AI4757
 AI4757                         *CURRENT SURVEY CONTROL
 AI4757  ___________________________________________________________________
 AI4757* NAD 83(1997)-  38 49 11.06048(N)    092 13 01.99382(W)     ADJUSTED  
 AI4757* NAVD 88     -       269.02   (meters)     882.6    (feet)  GPS OBS   
 AI4757  ___________________________________________________________________
 AI4757  X           -    -192,515.311 (meters)                     COMP
 AI4757  Y           -  -4,972,355.336 (meters)                     COMP
 AI4757  Z           -   3,976,893.701 (meters)                     COMP
 AI4757  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AI4757  ELLIP HEIGHT-         236.54  (meters)          (04/13/00) GPS OBS
 AI4757  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AI4757
 AI4757  HORZ ORDER  -  FIRST
 AI4757  ELLP ORDER  -  FOURTH    CLASS I
 AI4757
 AI4757.This mark is at Columbia Regional Airport (COU)
 AI4757
 AI4757.The horizontal coordinates were established by GPS observations
 AI4757.and adjusted by the National Geodetic Survey in April 2000..
 AI4757
 AI4757.The orthometric height was determined by GPS observations and a
 AI4757.high-resolution geoid model.
 AI4757
 AI4757.GPS derived orthometric heights for airport stations designated as
 AI4757.PACS or SACS are published to 2 decimal places.  This maintains
 AI4757.centimeter relative accuracy between the PACS and SACS.  It does
 AI4757.not indicate centimeter accuracy relative to other marks which are
 AI4757.part of the NAVD 88 network.
 AI4757
 AI4757.Photographs are available for this station.
 AI4757
 AI4757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4757
 AI4757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4757
 AI4757.The ellipsoidal height was determined by GPS observations
 AI4757.and is referenced to NAD 83.
 AI4757
 AI4757.The geoid height was determined by GEOID03.
 AI4757
 AI4757;                    North         East     Units Scale Factor Converg.
 AI4757;SPC MO C     -   331,458.666   524,556.589   MT  0.99994076   +0 10 38.2
 AI4757;UTM  15      - 4,297,064.142   567,954.358   MT  0.99965686   +0 29 26.6
 AI4757
 AI4757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4757!SPC MO C     -   0.99996289  x   0.99994076  =   0.99990365
 AI4757!UTM  15      -   0.99996289  x   0.99965686  =   0.99961976
 AI4757
 AI4757:                Primary Azimuth Mark                     Grid Az
 AI4757:SPC MO C     -  COU C                                    202 39 32.4
 AI4757:UTM  15      -  COU C                                    202 20 44.0
 AI4757
 AI4757|---------------------------------------------------------------------|
 AI4757| PID    Reference Object                     Distance      Geod. Az  |
 AI4757|                                                           dddmmss.s |
 AI4757| AI4755 COU C                               488.063 METERS 2025010.6 |
 AI4757|---------------------------------------------------------------------|
 AI4757
 AI4757                          SUPERSEDED SURVEY CONTROL
 AI4757
 AI4757.No superseded survey control is available for this station.
 AI4757
 AI4757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6795497064(NAD 83)
 AI4757_MARKER: DH = HORIZONTAL CONTROL DISK
 AI4757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4757_STAMPING: COU E 1999
 AI4757_MARK LOGO: NGS   
 AI4757_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4757+STABILITY: SURFACE MOTION
 AI4757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4757+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 AI4757
 AI4757  HISTORY     - Date     Condition        Report By
 AI4757  HISTORY     - 1999     MONUMENTED       NGS
 AI4757  HISTORY     - 20000919 GOOD             NGS
 AI4757
 AI4757                          STATION DESCRIPTION
 AI4757
 AI4757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI4757'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) NORTH-NORTHWEST OF
 AI4757'JEFFERSON, 19 KM (11.80 MI) SOUTH OF COLUMBIA AT THE COLUMBIA REGIONAL
 AI4757'AIRPORT, IN THE GRASS MEDIAN BETWEEN RUNWAY 2-20 AND ITS PARALLEL TAXI
 AI4757'(TAXI) , AND IN THE WEST QUADRANT OF THE JUNCTION OF RUNWAY 2-20 AND
 AI4757'THE PARALLEL TAXI FOR RUNWAY 13-31 (TAXI B) . OWNERSHIP--CITY OF
 AI4757'COLUMBIA, COLUMBIA REGIONAL AIRPORT, ROUTE 1, 11000 AIRPORT DRIVE,
 AI4757'BUILDING 9, COLUMBIA, MO 65201.  AIRPORT MANAGER IS WILLIAM E.
 AI4757'BOSTON, III.  PHONE 573-442-9770, FAX 573-874-0105. MAINTENANCE
 AI4757'SUPERVISOR IS RICHARD L.  WILLBORN.  PHONE 573-449-3511. CONTACT ONE
 AI4757'OF THEM IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND FOR
 AI4757'ACCESS THROUGH THE LOCKED GATES.  AN ESCORT MAY BE REQUIRED. TO REACH
 AI4757'FROM THE JUNCTION OF U.S.  HIGHWAY 63 AND STATE HIGHWAY H (ABOUT 19 KM
 AI4757'(11.80 MI) SOUTH OF COLUMBIA) GO EAST ON HIGHWAY H FOR 2.98 KM (1.85
 AI4757'MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTHEAST,
 AI4757'ON THE ROAD FOR 1.69 KM (1.05 MI) TO ENTRANCE ROAD TO THE TERMINAL ON
 AI4757'THE LEFT.  TURN LEFT, SOUTHEAST, THEN NORTHEAST, ON THE ROAD PASSING
 AI4757'THE TERMINAL TO A GATE ON THE RIGHT AT THE APRON.  TURN RIGHT,
 AI4757'SOUTHEAST, PASSING THROUGH THE GATE AND ACROSS THE APRON FOR 0.12 KM
 AI4757'(0.05 MI) TO THE SOUTHEAST SIDE OF THE APRON. TURN RIGHT,
 AI4757'SOUTH-SOUTHWEST, ALONG THE APRON FOR 0.10 KM (0.05 MI) TO THE LAST
 AI4757'CONNECTOR TAXI ON THE LEFT (TAXI A2) .  TURN LEFT, EAST-SOUTHEAST,
 AI4757'ALONG THE TAXI FOR 0.08 KM (0.05 MI) TO THE PARALLEL TAXI.  TURN LEFT,
 AI4757'NORTH-NORTHEAST, ALONG THE TAXI FOR 0.40 KM (0.25 MI) TO THE STATION
 AI4757'ON THE RIGHT.  THE STATION IS SET FLUSH IN THE TOP OF A 30 CM ROUND
 AI4757'CONCRETE POST RECESSED 3 CM BELOW THE GROUND.  IT IS 118.9 M (390.1
 AI4757'FT) SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF THE PARALLEL TAXI FOR
 AI4757'RUNWAY 13-31 (TAXI B) MEASURED LINE IS PARALLEL TO RUNWAY, 40.5 M
 AI4757'(132.9 FT) WEST-NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 2-20, 47.4 M
 AI4757'(155.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF THE PARALLEL TAXI
 AI4757'(TAXI A) , 48.2 M (158.1 FT) EAST OF THE CENTER OF A 1.0 M (3.3 FT) X
 AI4757'1.3 M (4.3 FT) CONCRETE PAD, 43.5 M (142.7 FT) EAST-SOUTHEAST OF THE
 AI4757'CENTER OF RUNWAY SIGN 2-20, 44.2 M (145.0 FT) SOUTHEAST OF A A-A5 TAXI
 AI4757'SIGN, AND 43.0 M (141.1 FT) EAST-SOUTHEAST OF RUNWAY SIGN 13-31.
 AI4757'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AI4757
 AI4757                          STATION RECOVERY (2000)
 AI4757
 AI4757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI4757'RECOVERED AS DESCRIBED---THIS IS A SECONDARY AIRPORT CONTROL
 AI4757'STATION (SACS).
 AI4757'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0811 ***********************************************************************
 GE0811  DESIGNATION -  COUCH
 GE0811  PID         -  GE0811
 GE0811  STATE/COUNTY-  MO/OREGON
 GE0811  USGS QUAD   -  MANY SPRINGS (1997)
 GE0811
 GE0811                         *CURRENT SURVEY CONTROL
 GE0811  ___________________________________________________________________
 GE0811* NAD 83(1997)-  36 38 45.68042(N)    091 21 52.38053(W)     ADJUSTED  
 GE0811* NAVD 88     -       231.     (meters)     758.     (feet)  SCALED    
 GE0811  ___________________________________________________________________
 GE0811  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 GE0811  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GE0811
 GE0811  HORZ ORDER  -  THIRD
 GE0811
 GE0811.The horizontal coordinates were established by classical geodetic methods
 GE0811.and adjusted by the National Geodetic Survey in February 2000..
 GE0811
 GE0811.The orthometric height was scaled from a topographic map.
 GE0811
 GE0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0811
 GE0811.The geoid height was determined by GEOID03.
 GE0811
 GE0811;                    North         East     Units Scale Factor Converg.
 GE0811;SPC MO E     -    90,520.905   172,693.992   MT  1.00000693   -0 30 57.8
 GE0811;UTM  15      - 4,056,851.196   646,193.419   MT  0.99986331   +0 58 34.8
 GE0811
 GE0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0811!SPC MO E     -   0.99996827  x   1.00000693  =   0.99997520
 GE0811!UTM  15      -   0.99996827  x   0.99986331  =   0.99983158
 GE0811
 GE0811|---------------------------------------------------------------------|
 GE0811| PID    Reference Object                     Distance      Geod. Az  |
 GE0811|                                                           dddmmss.s |
 GE0811| CI0660 COUCH RM 1                           21.663 METERS 11100     |
 GE0811| CI0661 COUCH RM 2                           26.308 METERS 19102     |
 GE0811| CI0659 COUCH AZ MK                                        1982556.6 |
 GE0811|---------------------------------------------------------------------|
 GE0811
 GE0811                          SUPERSEDED SURVEY CONTROL
 GE0811
 GE0811  NAD 83(1997)-  36 38 45.68375(N)    091 21 52.38143(W) AD(       ) 3
 GE0811  NAD 83(1986)-  36 38 45.68899(N)    091 21 52.38008(W) AD(       ) 3
 GE0811  NAD 27      -  36 38 45.47340(N)    091 21 51.89130(W) AD(       ) 3
 GE0811
 GE0811.Superseded values are not recommended for survey control.
 GE0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0811.See file dsdata.txt to determine how the superseded data were derived.
 GE0811
 GE0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4619356851(NAD 83)
 GE0811_MARKER: DS = TRIANGULATION STATION DISK
 GE0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0811
 GE0811  HISTORY     - Date     Condition        Report By
 GE0811  HISTORY     - 1956     MONUMENTED       CGS
 GE0811
 GE0811                          STATION DESCRIPTION
 GE0811
 GE0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0811'THE STATION IS 4 MILES SOUTHEST OF ALTON, IN THE SOUTHEAST CORNER
 GE0811'OF SECTION 14, T23N, R4W.
 GE0811'
 GE0811'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 GE0811'IN ALTON, GO SOUTH ON STATE HIGHWAY 19 FOR 0.5 MILE TO THE
 GE0811'JUNCTION OF COUNTY ROAD E ON THE LEFT, TURN LEFT ON COUNTY
 GE0811'ROAD E AND GO SOUTHEAST FOR 3.45 MILES TO THE STATION ON THE
 GE0811'LEFT (CONTINUE SOUTH ON THE HIGHWAY FOR 0.45 MILE TO THE AZIMUTH
 GE0811'MARK ON THE LEFT).
 GE0811'
 GE0811'ALL MARKS ARE STANDARD DISKS SET IN ROUND, CONCRETE POSTS.
 GE0811'
 GE0811'THE STATION MARKS ARE STAMPED COUCH 1956.  THE SURFACE MARK
 GE0811'PROJECTS 6 INCHES.  IT IS 66 FEET EAST OF THE CENTER OF COUNTY
 GE0811'ROAD E, 65 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 22
 GE0811'FEET NORTH OF A TELEPHONE POLE.  THE UNDERGROUND DISK IS SET IN AN
 GE0811'IRREGULAR MASS OF CONCRETE WHICH IS 30 INCHES BELOW THE GROUND.
 GE0811'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 5 FEET SOUTHWEST OF THE
 GE0811'MARK.
 GE0811'
 GE0811'REFERENCE MARK 1 IS STAMPED COUCH NO 1 1956 AND PROJECTS 4
 GE0811'INCHES.  IT IS 69 FEET NORTHWEST OF A POWERLINE POLE AND 41
 GE0811'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.
 GE0811'
 GE0811'REFERENCE MARK 2 IS STAMPED COUCH NO 2 1956 AND PROJECTS 2
 GE0811'INCHES.  IT IS 61 FEET EAST OF THE CENTER OF THE HIGHWAY, 25 FEET
 GE0811'EAST OF A TELEPHONE POLE, 21 FEET SOUTH OF THE CENTER OF THE
 GE0811'GRAVEL ROAD AND 13 FEET NORTH OF A FENCE.
 GE0811'
 GE0811'THE AZIMUTH MARK IS STAMPED COUCH 1956 AND PROJECTS 2 INCHES.
 GE0811'IT IS 182 FEET NORTHEAST OF THE CENTER OF A FARM DRIVEWAY AND
 GE0811'29 FEET EAST OF THE CENTER OF COUNTY ROAD E.  A 4 IN X 4 IN
 GE0811'WHITE WITNESS POST WAS SET 1-1/2 FEET WEST-NORTHWEST OF THE MARK.
 GE0811'
 GE0811'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0548 ***********************************************************************
 GG0548  DESIGNATION -  COWAN
 GG0548  PID         -  GG0548
 GG0548  STATE/COUNTY-  MO/MCDONALD
 GG0548  USGS QUAD   -  POWELL (1982)
 GG0548
 GG0548                         *CURRENT SURVEY CONTROL
 GG0548  ___________________________________________________________________
 GG0548* NAD 83(1997)-  36 36 20.41720(N)    094 12 51.78093(W)     ADJUSTED  
 GG0548* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 GG0548  ___________________________________________________________________
 GG0548  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 GG0548  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GG0548
 GG0548  HORZ ORDER  -  THIRD
 GG0548
 GG0548.The horizontal coordinates were established by classical geodetic methods
 GG0548.and adjusted by the National Geodetic Survey in February 2000..
 GG0548
 GG0548.The orthometric height was scaled from a topographic map.
 GG0548
 GG0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0548
 GG0548.The geoid height was determined by GEOID03.
 GG0548
 GG0548;                    North         East     Units Scale Factor Converg.
 GG0548;SPC MO W     -    48,749.794   875,552.402   MT  0.99994922   +0 10 13.1
 GG0548;SPC AR N     -   254,342.886   201,878.758   MT  1.00009484   -1 17 18.8
 GG0548;SPC AR N     -   834,456.62    662,330.56   sFT  1.00009484   -1 17 18.8
 GG0548;UTM  15      - 4,051,816.071   391,391.147   MT  0.99974533   -0 43 27.2
 GG0548
 GG0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0548!SPC MO W     -   0.99994654  x   0.99994922  =   0.99989576
 GG0548!SPC AR N     -   0.99994654  x   1.00009484  =   1.00004137
 GG0548!UTM  15      -   0.99994654  x   0.99974533  =   0.99969188
 GG0548
 GG0548|---------------------------------------------------------------------|
 GG0548| PID    Reference Object                     Distance      Geod. Az  |
 GG0548|                                                           dddmmss.s |
 GG0548| CI0662 COWAN RM 1                            9.273 METERS 06211     |
 GG0548| CI0664 COWAN RM 3 AZIMUTH                                 1592100.5 |
 GG0548| CI0663 COWAN RM 2                           11.716 METERS 33551     |
 GG0548|---------------------------------------------------------------------|
 GG0548
 GG0548                          SUPERSEDED SURVEY CONTROL
 GG0548
 GG0548  NAD 83(1997)-  36 36 20.41726(N)    094 12 51.78089(W) AD(       ) 3
 GG0548  NAD 83(1997)-  36 36 20.41974(N)    094 12 51.78375(W) AD(       ) 3
 GG0548  NAD 83(1997)-  36 36 20.42988(N)    094 12 51.78492(W) AD(       ) 3
 GG0548  NAD 83(1986)-  36 36 20.43093(N)    094 12 51.78250(W) AD(       ) 3
 GG0548  NAD 27      -  36 36 20.16090(N)    094 12 51.02650(W) AD(       ) 3
 GG0548
 GG0548.Superseded values are not recommended for survey control.
 GG0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0548.See file dsdata.txt to determine how the superseded data were derived.
 GG0548
 GG0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9139151816(NAD 83)
 GG0548_MARKER: DS = TRIANGULATION STATION DISK
 GG0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0548
 GG0548  HISTORY     - Date     Condition        Report By
 GG0548  HISTORY     - 1961     MONUMENTED       CGS
 GG0548  HISTORY     - 20060308 GOOD             MODNR
 GG0548
 GG0548                          STATION DESCRIPTION
 GG0548
 GG0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0548'ABOUT 2.5 MILES SOUTHWEST OF POWELL, ON THE HIGHEST POINT
 GG0548'IN A PASTURE FIELD AND IS ON THE PROPERTY OF MR. FRANK COWAN
 GG0548'WHO LIVES ABOUT 0.25 MILE NORTHWEST OF THE STATION.  IT IS
 GG0548'76 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CEMETERY
 GG0548'FENCE, 17 FEET WEST OF THE CENTERLINE OF GRAVELED ROAD,
 GG0548'4 FEET NORTHWEST OF A WITNESS POST AND 4 FEET WEST OF A WIRE
 GG0548'FENCE.  THE MONUMENT IS 3 INCHES UNDERGROUND AND THE DISK
 GG0548'IS STAMPED COWAN 1961.
 GG0548'
 GG0548'REACH FROM THE MAIN CROSSROAD IN POWELL, AT THE NORTH END OF
 GG0548'BRIDGE OVER SUGAR CREEK, GO SOUTHWEST AND NORTHWEST ON A
 GG0548'GRAVELED ROAD FOR 3.8 MILES TO REFERENCE MARK 3 ON THE LEFT.
 GG0548'CONTINUE NORTHWESTERLY FOR 0.2 MILE TO THE STATION ON THE
 GG0548'LEFT.
 GG0548'
 GG0548'REFERENCE MARK 1 IS 26 FEET NORTHEAST OF WITNESS POST, 11 FEET
 GG0548'NORTHWEST OF A 9 INCH WALNUT TREE AND 13 FEET EAST OF CENTERLINE
 GG0548'OF GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 GG0548'STAMPED COWAN NO 1 1961.
 GG0548'
 GG0548'REFERENCE MARK 2 IS 40 FEET NORTHWEST OF WITNESS POST, 12 FEET
 GG0548'WEST OF CENTERLINE OF GRAVELED ROAD AND 13 FEET SOUTH OF
 GG0548'6 INCH WALNUT TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GG0548'STAMPED COWAN NO 2 1961.
 GG0548'
 GG0548'REFERENCE MARK 3 IS 16 FEET WEST OF CENTERLINE OF GRAVELED
 GG0548'ROAD, 1 FOOT SOUTHWEST OF WITNESS POST, 1 FOOT WEST OF WIRE
 GG0548'FENCE AND 20 FEET NORTH OF 36 INCH OAK TREE.  THE MONUMENT
 GG0548'IS FLUSH AND THE DISK IS STAMPED COWAN NO 3 1961.
 GG0548'
 GG0548'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0548
 GG0548                          STATION RECOVERY (2006)
 GG0548
 GG0548'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0548'RECOVERED IN GOOD CONDITION BUT UNDER TREES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0965 ***********************************************************************
 HC0965  DESIGNATION -  COWAN
 HC0965  PID         -  HC0965
 HC0965  STATE/COUNTY-  MO/WAYNE
 HC0965  USGS QUAD   -  LOWNDES (1985)
 HC0965
 HC0965                         *CURRENT SURVEY CONTROL
 HC0965  ___________________________________________________________________
 HC0965* NAD 83(1997)-  37 13 20.74730(N)    090 18 25.86708(W)     ADJUSTED  
 HC0965* NAVD 88     -       223.21   (+/-2cm)     732.3    (feet)  VERTCON   
 HC0965  ___________________________________________________________________
 HC0965  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 HC0965  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HC0965
 HC0965  HORZ ORDER  -  THIRD
 HC0965  VERT ORDER  -  THIRD ? (See Below)
 HC0965
 HC0965.The horizontal coordinates were established by classical geodetic methods
 HC0965.and adjusted by the National Geodetic Survey in February 2000..
 HC0965
 HC0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0965.The vertical order pertains to the NGVD 29 superseded value.
 HC0965
 HC0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0965
 HC0965.The geoid height was determined by GEOID03.
 HC0965
 HC0965;                    North         East     Units Scale Factor Converg.
 HC0965;SPC MO E     -   154,153.554   267,111.504   MT  0.99993694   +0 06 59.9
 HC0965;UTM  15      - 4,122,945.363   738,920.142   MT  1.00030323   +1 37 46.9
 HC0965
 HC0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0965!SPC MO E     -   0.99996953  x   0.99993694  =   0.99990647
 HC0965!UTM  15      -   0.99996953  x   1.00030323  =   1.00027275
 HC0965
 HC0965:                Primary Azimuth Mark                     Grid Az
 HC0965:SPC MO E     -  TURKEY                                   077 35 02.3
 HC0965:UTM  15      -  TURKEY                                   076 04 15.3
 HC0965
 HC0965|---------------------------------------------------------------------|
 HC0965| PID    Reference Object                     Distance      Geod. Az  |
 HC0965|                                                           dddmmss.s |
 HC0965| HC0961 TURKEY                              APPROX. 6.8 KM 0774202.2 |
 HC0965| CI4167 COWAN RM 1                           29.208 METERS 14158     |
 HC0965| CI4168 COWAN RM 2                           23.878 METERS 25227     |
 HC0965| CI4169 COWAN RM 3                                         2530041.7 |
 HC0965|---------------------------------------------------------------------|
 HC0965
 HC0965                          SUPERSEDED SURVEY CONTROL
 HC0965
 HC0965  NAD 83(1997)-  37 13 20.75379(N)    090 18 25.86675(W) AD(       ) 3
 HC0965  NAD 83(1986)-  37 13 20.75931(N)    090 18 25.86663(W) AD(       ) 3
 HC0965  NAD 27      -  37 13 20.57220(N)    090 18 25.46840(W) AD(       ) 3
 HC0965  NGVD 29 (07/19/86)  223.25   (m)          732.4    (f) LEVELING    3  
 HC0965
 HC0965.Superseded values are not recommended for survey control.
 HC0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0965.See file dsdata.txt to determine how the superseded data were derived.
 HC0965
 HC0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3892022945(NAD 83)
 HC0965_MARKER: DS = TRIANGULATION STATION DISK
 HC0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0965_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0965_STAMPING: COWAN 1963
 HC0965_MARK LOGO: CGS   
 HC0965_PROJECTION: FLUSH
 HC0965_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0965+STABILITY: SURFACE MOTION
 HC0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0965+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1992
 HC0965
 HC0965  HISTORY     - Date     Condition        Report By
 HC0965  HISTORY     - 1963     MONUMENTED       CGS
 HC0965  HISTORY     - 19920323 POOR             MODNR
 HC0965  HISTORY     - 20020906 POOR             USACE
 HC0965
 HC0965                          STATION DESCRIPTION
 HC0965
 HC0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0965'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF GREENVILLE,
 HC0965'ABOUT 8 MILES SOUTHEAST OF COLDWATER, ON THE NORTH SIDE OF
 HC0965'STATE HIGHWAY 34, IN THE NORTHWEST 1/4 OF SEC. 5, T. 30 N.,
 HC0965'R. 7 E., AND ON THE ROAD RIGHT-OF-WAY.  IT IS 45 FEET NORTH OF
 HC0965'THE CENTERLINE OF STATE HIGHWAY 34, 43 FEET EAST OF A 12 INCH
 HC0965'OAK WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE, 25 FEET NORTHWEST
 HC0965'OF A 16 INCH OAK TREE, AND 7 FEET SOUTHWEST OF A WITNESS POST.
 HC0965'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COWAN 1963.
 HC0965'
 HC0965'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY
 HC0965'34 ABOUT 4 MILES NORTH OF GREENVILLE, GO EAST ON STATE HIGHWAY
 HC0965'34 FOR 7.6 MILES TO THE JUNCTION WITH COUNTY ROAD C.  CONTINUE
 HC0965'EAST ON HIGHWAY 34 FOR 1.15 MILES TO THE JUNCTION WITH COUNTY ROAD
 HC0965'M.  CONTINUE EAST ON HIGHWAY 34 FOR 0.8 MILE TO REFERENCE MARK
 HC0965'3 ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.1 MILE TO
 HC0965'THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 HC0965'
 HC0965'REFERENCE MARK 1 IS 42 FEET SOUTH OF THE CENTERLINE OF STATE
 HC0965'HIGHWAY 34, 32 FEET NORTHEAST OF A 24 INCH OAK TREE, AND 8 FEET
 HC0965'WEST OF A 12 INCH OAK TREE.  THE MONUMENT PROJECTS 3 INCHES AND
 HC0965'THE DISK IS STAMPED COWAN NO 1 1963.
 HC0965'
 HC0965'REFERENCE MARK 2 IS 63 FEET EAST OF A 16 INCH PINE TREE,
 HC0965'40 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 34, AND 37 FEET
 HC0965'WEST OF THE TRIANGULAR BLAZED OAK TREE.  THE MONUMENT IS FLUSH
 HC0965'AND THE DISK IS STAMPED COWAN NO 2 1963.
 HC0965'
 HC0965'REFERENCE MARK 3 IS 42 FEET SOUTH OF THE CENTERLINE OF STATE
 HC0965'HIGHWAY 34, 33 FEET EAST OF A 12 INCH PINE TREE, 26 FEET NORTH
 HC0965'OF A 14 INCH OAK TREE, AND 3 FEET EAST OF A WITNESS POST.
 HC0965'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED COWAN NO
 HC0965'3 1963.
 HC0965'
 HC0965'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC0965
 HC0965                          STATION RECOVERY (1992)
 HC0965
 HC0965'RECOVERY NOTE BY MO DEPT OF NAT RES 1992 (BDC)
 HC0965'THE SURFACE MONUMENT WAS NOT RECOVERED.  THE UNDERGROUND MARK WAS
 HC0965'RECOVERED AND IN GOOD CONDITION.  A NEW SURFACE MARK WAS PLACED OVER
 HC0965'THE UNDERGROUND AT THIS TIME.  THE NEW MARK IS STAMPED COWEN RESET,
 HC0965'1992.  TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 67 AND
 HC0965'HIGHWAY 34 ABOUT 4 MI (6.4 KM) NORTH OF GREENVILLE, GO EAST ON HIGHWAY
 HC0965'34 FOR 10.0 MI (16.1 KM) TO THE TOP OF A HIGH HILL AND THE STATION ON
 HC0965'THE LEFT.
 HC0965
 HC0965                          STATION RECOVERY (2002)
 HC0965
 HC0965'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0965'DISK HAS BEEN SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0560 ***********************************************************************
 GG0560  DESIGNATION -  COWELL
 GG0560  PID         -  GG0560
 GG0560  STATE/COUNTY-  MO/NEWTON
 GG0560  USGS QUAD   -  GRANBY (1972)
 GG0560
 GG0560                         *CURRENT SURVEY CONTROL
 GG0560  ___________________________________________________________________
 GG0560* NAD 83(1997)-  36 56 13.18838(N)    094 20 04.68941(W)     ADJUSTED  
 GG0560* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 GG0560  ___________________________________________________________________
 GG0560  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 GG0560  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GG0560
 GG0560  HORZ ORDER  -  FIRST
 GG0560
 GG0560.The horizontal coordinates were established by classical geodetic methods
 GG0560.and adjusted by the National Geodetic Survey in February 2000..
 GG0560
 GG0560.The orthometric height was scaled from a topographic map.
 GG0560
 GG0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0560
 GG0560.The geoid height was determined by GEOID03.
 GG0560
 GG0560;                    North         East     Units Scale Factor Converg.
 GG0560;SPC MO W     -    85,490.713   864,730.606   MT  0.99994385   +0 05 57.7
 GG0560;UTM  15      - 4,088,715.189   381,148.422   MT  0.99977402   -0 48 07.7
 GG0560
 GG0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0560!SPC MO W     -   0.99994932  x   0.99994385  =   0.99989317
 GG0560!UTM  15      -   0.99994932  x   0.99977402  =   0.99972335
 GG0560
 GG0560:                Primary Azimuth Mark                     Grid Az
 GG0560:SPC MO W     -  DIAMOND MUNICIPAL TANK                   016 15 22.1
 GG0560:UTM  15      -  DIAMOND MUNICIPAL TANK                   017 09 27.5
 GG0560
 GG0560|---------------------------------------------------------------------|
 GG0560| PID    Reference Object                     Distance      Geod. Az  |
 GG0560|                                                           dddmmss.s |
 GG0560| GG0562 DIAMOND MUNICIPAL TANK              APPROX. 6.6 KM 0162119.8 |
 GG0560| CI0667 COWELL AZ MK                                       2055200.4 |
 GG0560| CI0668 COWELL RM 1                          45.098 METERS 22506     |
 GG0560| CI0669 COWELL RM 2                          36.110 METERS 30127     |
 GG0560| HE1056 GALENA EAGLE PICHER SMELT STK       APPROX.31.0 KM 3022458.6 |
 GG0560|---------------------------------------------------------------------|
 GG0560
 GG0560                          SUPERSEDED SURVEY CONTROL
 GG0560
 GG0560  NAD 83(1997)-  36 56 13.18844(N)    094 20 04.68941(W) AD(       ) 1
 GG0560  NAD 83(1997)-  36 56 13.18864(N)    094 20 04.68962(W) AD(       ) 1
 GG0560  NAD 83(1997)-  36 56 13.19644(N)    094 20 04.69315(W) AD(       ) 1
 GG0560  NAD 83(1986)-  36 56 13.20197(N)    094 20 04.68807(W) AD(       ) 1
 GG0560  NAD 27      -  36 56 12.96600(N)    094 20 03.90300(W) AD(       ) 1
 GG0560
 GG0560.Superseded values are not recommended for survey control.
 GG0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0560.See file dsdata.txt to determine how the superseded data were derived.
 GG0560
 GG0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8114888715(NAD 83)
 GG0560_MARKER: DS = TRIANGULATION STATION DISK
 GG0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0560
 GG0560  HISTORY     - Date     Condition        Report By
 GG0560  HISTORY     - 1935     MONUMENTED       CGS
 GG0560  HISTORY     - 1959     GOOD             CGS
 GG0560  HISTORY     - 1961     GOOD             CGS
 GG0560
 GG0560                          STATION DESCRIPTION
 GG0560
 GG0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0560'STATION IS ABOUT 4 MILES NE OF NEOSHO, 15 MILES SE OF JOPLIN, AND
 GG0560'17 MILES S OF CARTHAGE IN THE NW CORNER OF SEC. 33, T 26 N,
 GG0560'R 31 W, ON LAND OWNED AND OCCUPIED BY WILLIAM COWELL.  THE
 GG0560'MARK IS SET IN THE NW CORNER OF A WOODS LOT, 49 FEET S OF
 GG0560'THE FENCE LINE, 57 FEET E OF THE RIGHT-OF-WAY FENCE LINE,
 GG0560'74 FEET SE OF THE FENCE CORNER, 79 FEET E OF THE CENTER LINE OF
 GG0560'THE ROAD, AND APPROXIMATELY 200 FEET SW OF A HOUSE.  MARK
 GG0560'PROJECTS 10 INCHES.
 GG0560'
 GG0560'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0560'BRONZE DISKS SET IN CONCRETE.
 GG0560'
 GG0560'REFERENCE MARK NO. 1 IS SW OF THE STATION, 1 FOOT W OF THE
 GG0560'RIGHT-OF-WAY FENCE LINE, 23 FEET W OF THE CENTER LINE OF
 GG0560'THE ROAD.  MARK PROJECTS 6 INCHES.
 GG0560'
 GG0560'REFERENCE MARK NO. 2 IS WNW OF THE STATION, IN THE NE CORNER
 GG0560'OF A CULTIVATED FIELD, 1 FOOT SW OF THE FENCE CORNER, 23
 GG0560'FEET W OF THE CENTER LINE OF THE ROAD, 10 FEET S OF THE
 GG0560'CENTER LINE OF SIDE ROAD TO W.  MARK PROJECTS 10 INCHES.
 GG0560'
 GG0560'AZIMUTH MARK IS SSW OF THE STATION, 16 FEET W OF THE CENTER
 GG0560'LINE OF THE ROAD, 4.5 FEET E OF THE RIGHT-OF-WAY FENCE LINE,
 GG0560'20 FEET NE OF GATE INTO FIELD.  MARK PROJECTS 6 INCHES.
 GG0560'
 GG0560'STATION IS REACHED FROM NEOSHO, AT POINT WHERE U.S. HIGHWAY
 GG0560'60 CROSSES HICKORY CREEK ON THE N EDGE OF TOWN, GO NE ON
 GG0560'U.S. HIGHWAY 60 1.8 MILES TO CROSSROADS, THENCE LEFT 0.3
 GG0560'MILE TO FORKS, THENCE RIGHT FORK 2.7 MILES TO STATION ON
 GG0560'RIGHT.
 GG0560'
 GG0560'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 GG0560
 GG0560                          STATION RECOVERY (1959)
 GG0560
 GG0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GG0560'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND
 GG0560'2 WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 GG0560'MARKS 1 AND 2 CHECKED.  THE DIRECTION TO THE AZIMUTH MARK
 GG0560'AND REFERENCE MARK 1 CHECKED.  THE DIRECTION TO REFERENCE MARK
 GG0560'2 DID NOT CHECK BY 1 MINUTE AND 5 SECONDS.  DUE TO SO MANY
 GG0560'CHANGES NONE OF THE REFERENCE POINTS CHECKED.  THE PROPERTY
 GG0560'OWNER HAS CHANGED FROM MR. WILLIAM COWELL TO MR. GLEN EUBANKS.
 GG0560'
 GG0560'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS-
 GG0560'
 GG0560'THE STATION IS ABOUT 4 MILES NORTHEAST OF NEOSHO, ABOUT
 GG0560'15 MILES SOUTHEAST OF JOPLIN, IN THE NORTHWEST 1/4 OF SECTION
 GG0560'33, T. 26 N., R. 31 W. AND ON PROPERTY OF MR. GLEN EUBANKS.  IT IS
 GG0560'106 FEET SOUTHEAST OF THE INTERSECTION OF A CROSSROAD, 82
 GG0560'FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 62 FEET SOUTH OF
 GG0560'A GRAVEL ROAD, 27 FEET SOUTHWEST OF AN 18 INCH OAK TREE AND
 GG0560'24 FEET NORTHEAST OF AN 14 INCH OAK TREE.  THE MONUMENT
 GG0560'PROJECTS 10 INCHES AND THE DISK IS STAMPED COWELL 1935.
 GG0560'
 GG0560'TO REACH THE STATION FROM INTERSECTION OF U.S. HIGHWAY 71
 GG0560'ALTERNATE AND COUNTY ROADS J AND V IN DIAMOND, GO SOUTH ON
 GG0560'HIGHWAY 71 ALTERNATE FOR 3.4 MILES TO A SIDE ROAD RIGHT
 GG0560'(COUNTY ROAD MM).  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 GG0560'FOR 0.9 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 GG0560'GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD AND THE STATION
 GG0560'IN THE SOUTHEAST ANGLE OF THE INTERSECTION AS DESCRIBED.
 GG0560'
 GG0560'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND
 GG0560'SOUTHWEST ON THE GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH
 GG0560'MARK ON THE RIGHT AS DESCRIBED.
 GG0560'
 GG0560'REFERENCE MARK 1 IS 28 FEET SOUTHWEST OF THE INTERSECTION
 GG0560'OF THE CROSSROAD, 25 FEET WEST OF THE CENTERLINE OF A GRAVELED
 GG0560'ROAD, 15 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD
 GG0560'AND 1 FOOT SOUTHWEST OF A FENCE CORNER AND A WITNESS POST.
 GG0560'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED COWELL
 GG0560'NO 1 1935.
 GG0560'
 GG0560'REFERENCE MARK 2 IS 58 FEET NORTH OF A POWER POLE, 22 FEET
 GG0560'WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 2 FEET WEST OF
 GG0560'A WIRE FENCE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 GG0560'IS STAMPED COWELL NO 2 1935.
 GG0560'
 GG0560'THE AZIMUTH MARK IS 34 FEET NORTH OF A 12 INCH OAK TREE,
 GG0560'23 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT
 GG0560'WEST OF A WIRE FENCE AND A WITNESS POST.  THE MONUMENT PROJECTS
 GG0560'6 INCHES AND THE DISK IS STAMPED COWELL 1935.
 GG0560
 GG0560                          STATION RECOVERY (1961)
 GG0560
 GG0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0560'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 GG0560'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES
 GG0560'AND DIRECTIONS TO ALL MARKS CHECKED.  SOME OF THE REFERENCE
 GG0560'POINTS DID NOT CHECK AND SOME NEW ONES WERE ADDED.
 GG0560'
 GG0560'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 GG0560'
 GG0560'ABOUT 4 MILES NORTH NORTHEAST OF NEOSHO, ABOUT 4 MILES SOUTH
 GG0560'SOUTHWEST OF DIAMOND, IN THE NORTHWEST 1/4 OF SECTION 33,
 GG0560'T 26 N, R 31 W. AND ON PROPERTY OWNED BY MR. GLEN EUBANKS.
 GG0560'IT IS 25 FEET SOUTHWEST OF A 18 INCH OAK TREE, 34 FEET EAST
 GG0560'OF A 15 INCH OAK TREE, 51 FEET SOUTH OF THE CENTERLINE OF
 GG0560'A GRAVELED ROAD, 80 FEET EAST OF THE CENTERLINE OF A GRAVELED
 GG0560'ROAD AND 140 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE.
 GG0560'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED COWELL
 GG0560'1935.
 GG0560'
 GG0560'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 71 ALTERNATE AND
 GG0560'COUNTY ROAD V AND J AT THE WEST EDGE OF DIAMOND, GO SOUTH
 GG0560'ON HIGHWAY 71 ALTERNATE FOR 3.55 MILES TO A CROSSROAD.  TURN RIGHT
 GG0560'AND GO WEST ON A PAVED ROAD (COUNTY ROAD M M) FOR 0.9 MILE TO
 GG0560'A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 GG0560'0.5 MILE TO A CROSSROAD AND THE STATION IN THE SOUTHEAST
 GG0560'ANGLE OF THE CROSSROAD.
 GG0560'
 GG0560'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND
 GG0560'SOUTHWEST ON THE GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH
 GG0560'MARK ON THE RIGHT.
 GG0560'
 GG0560'REFERENCE MARK 1 IS 2 FEET WEST OF A WIRE FENCE, 23 FEET WEST
 GG0560'OF THE CENTERLINE OF THE GRAVELED ROAD AND 56 FEET NORTH
 GG0560'OF A POWER POLE.  THE MONUMENT PROJECTS 5 INCHES AND THE
 GG0560'DISK IS STAMPED COWELL NO 1 1935.
 GG0560'
 GG0560'REFERENCE MARK 2 IS 6 INCHES SOUTH OF A WITNESS POST AND
 GG0560'A FENCE CORNER, 15 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 GG0560'ROAD, 23 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD.
 GG0560'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED COWELL
 GG0560'NO 2 1935.
 GG0560'
 GG0560'THE AZIMUTH MARK IS 6 INCHES WEST OF A WIRE FENCE AND WITNESS
 GG0560'POST, 22 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD
 GG0560'AND 33 FEET NORTH OF A 12 INCH OAK TREE.  THE MONUMENT PROJECTS
 GG0560'8 INCHES AND THE DISK IS STAMPED COWELL AZIMUTH 1935.
 GG0560'
 GG0560'THE DIRECTION TO THE AZIMUTH WAS DETERMINED BY PRECISE METHODS.
 GG0560'
 GG0560'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1303 ***********************************************************************
 KD1303  DESIGNATION -  COWGILL
 KD1303  PID         -  KD1303
 KD1303  STATE/COUNTY-  MO/CALDWELL
 KD1303  USGS QUAD   -  COWGILL (1984)
 KD1303
 KD1303                         *CURRENT SURVEY CONTROL
 KD1303  ___________________________________________________________________
 KD1303* NAD 83(1997)-  39 35 52.19494(N)    093 57 46.48702(W)     ADJUSTED  
 KD1303* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 KD1303  ___________________________________________________________________
 KD1303  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 KD1303  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KD1303
 KD1303  HORZ ORDER  -  THIRD
 KD1303
 KD1303.The horizontal coordinates were established by classical geodetic methods
 KD1303.and adjusted by the National Geodetic Survey in February 2000..
 KD1303
 KD1303.The orthometric height was scaled from a topographic map.
 KD1303
 KD1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1303
 KD1303.The geoid height was determined by GEOID03.
 KD1303
 KD1303;                    North         East     Units Scale Factor Converg.
 KD1303;SPC MO W     -   380,955.313   896,129.267   MT  0.99996737   +0 20 32.4
 KD1303;UTM  15      - 4,383,564.880   417,325.133   MT  0.99968415   -0 36 49.6
 KD1303
 KD1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1303!SPC MO W     -   0.99995915  x   0.99996737  =   0.99992652
 KD1303!UTM  15      -   0.99995915  x   0.99968415  =   0.99964331
 KD1303
 KD1303:                Primary Azimuth Mark                     Grid Az
 KD1303:SPC MO W     -  COWGILL AZ MK                            185 55 42.4
 KD1303:UTM  15      -  COWGILL AZ MK                            186 53 04.4
 KD1303
 KD1303|---------------------------------------------------------------------|
 KD1303| PID    Reference Object                     Distance      Geod. Az  |
 KD1303|                                                           dddmmss.s |
 KD1303| CL8337 COWGILL AZ MK                                      1861614.8 |
 KD1303| CL8338 COWGILL RM 1                         31.041 METERS 19636     |
 KD1303| CL8339 COWGILL RM 2                         22.004 METERS 29049     |
 KD1303| KE1297 CAMERON MUNICIPAL TANK              APPROX.29.4 KM 3030717.1 |
 KD1303| KE1285 HAMILTON MUNICIPAL TANK             APPROX.16.4 KM 3483014.9 |
 KD1303|---------------------------------------------------------------------|
 KD1303
 KD1303                          SUPERSEDED SURVEY CONTROL
 KD1303
 KD1303  NAD 83(1997)-  39 35 52.19581(N)    093 57 46.48830(W) AD(       ) 3
 KD1303  NAD 83(1997)-  39 35 52.19614(N)    093 57 46.48835(W) AD(       ) 3
 KD1303  NAD 83(1986)-  39 35 52.19938(N)    093 57 46.48692(W) AD(       ) 3
 KD1303  NAD 27      -  39 35 52.16370(N)    093 57 45.71670(W) AD(       ) 3
 KD1303
 KD1303.Superseded values are not recommended for survey control.
 KD1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1303.See file dsdata.txt to determine how the superseded data were derived.
 KD1303
 KD1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1732583565(NAD 83)
 KD1303_MARKER: DS = TRIANGULATION STATION DISK
 KD1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1303
 KD1303  HISTORY     - Date     Condition        Report By
 KD1303  HISTORY     - 1948     MONUMENTED       CGS
 KD1303  HISTORY     - 1964     GOOD             CGS
 KD1303  HISTORY     - 1982     MARK NOT FOUND   USPSQD
 KD1303
 KD1303                          STATION DESCRIPTION
 KD1303
 KD1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1303'STATION IS LOCATED ABOUT 2.5 MILES NORTH AND 2 MILES WEST OF
 KD1303'COWGILL ON THE GROUNDS OF THE EXCELSIOR PUBLIC SCHOOL.  IT IS
 KD1303'NEAR THE EAST EDGE OF THE SCHOOL GROUNDS, 67 FEET EAST OF THE
 KD1303'SOUTHEAST CORNER OF THE SCHOOLHOUSE, 73 FEET NORTH OF THE CENTER
 KD1303'OF THE EAST-WEST ROAD AND 14 FEET WEST OF THE FENCE LINE.  IT IS
 KD1303'STAMPED COWGILL 1948 AND IS FLUSH WITH THE GROUND.
 KD1303'
 KD1303'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE SCHOOLHOUSE,
 KD1303'26 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT
 KD1303'NORTH OF THE FENCE LINE.  IT IS STAMPED COWGILL NO 1 1948 AND IS
 KD1303'FLUSH WITH THE GROUND.
 KD1303'
 KD1303'REFERENCE MARK NO. 2 IS 1.5 FEET NORTH OF THE NORTHEAST CORNER
 KD1303'OF THE SCHOOLHOUSE.  IT IS STAMPED COWGILL NO 2 1948 AND IS
 KD1303'FLUSH WITH THE GROUND.
 KD1303'
 KD1303'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 27.5 FEET WEST OF THE
 KD1303'CENTER OF A NORTH-SOUTH ROAD, 4 FEET EAST OF A HEDGE ROW AND 2
 KD1303'FEET NORTH OF A WITNESS POST.  IT IS STAMPED COWGILL 1948
 KD1303'AND PROJECTS 3 INCHES.
 KD1303'
 KD1303'TO REACH FROM COWGILL, GO NORTH FOR 0.5 MILE TO COUNTY ROUTE N,
 KD1303'TURN LEFT, WEST, ON ROUTE N FOR 2 MILES TO A CROSSROAD, TURN
 KD1303'NORTH ON GRAVELED ROAD FOR 1.55 MILES TO THE AZIMUTH MARK ON THE
 KD1303'LEFT, CONTINUE NORTH FOR 0.45 MILE TO A CROSSROAD AND THE STATION
 KD1303'AT THE SCHOOLHOUSE IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 KD1303'
 KD1303'A 100 FOOT SIGNAL AT POLO IS VISIBLE AT 15 FEET.
 KD1303'
 KD1303'AN 87 FOOT SIGNAL AT KINGSTON IS VISIBLE FROM THE GROUND.
 KD1303'
 KD1303'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1303
 KD1303                          STATION RECOVERY (1964)
 KD1303
 KD1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KD1303'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1303'AS DESCRIBED, EXCEPT THE SURFACE STATION MARK WHICH HAD BEEN
 KD1303'DISPLACED AND THE SCHOOLHOUSE WHICH HAS BEEN REMOVED.  THE
 KD1303'FOUNDATION REMAINS.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 KD1303'OBSTRUCTED BY A HOUSE WHICH WAS IN ITS PRESENT LOCATION WHEN
 KD1303'THESE MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 KD1303'
 KD1303'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF KINGSTON, 5 MILES
 KD1303'NORTHEAST OF POLO, AND 3 MILES NORTHWEST OF THE SMALL VILLAGE
 KD1303'OF COWGILL IN THE SW CORNER OF SEC. 5, T 55 N, R 27 W ON LAND
 KD1303'OWNED AND OCCUPIED BY ARIA LEE CRUP.  THIS LAND WAS FORMERLY
 KD1303'THE EXCELSIOR SCHOOL GROUNDS.  THE MARK IS 194 FEET EAST OF THE
 KD1303'CENTER OF NORTH-SOUTH ROAD, 164 FEET EAST OF FENCE, 72 FEET
 KD1303'NORTH OF THE CENTER OF AN EAST-WEST GRADED ROAD, 67 FEET EAST
 KD1303'OF THE SOUTHEAST CORNER OF ABANDONED SCHOOL FOUNDATION, 42 FEET
 KD1303'NORTH OF THE FENCE ALONG NORTH SIDE OF ROAD, 29 FEET NORTH OF A
 KD1303'TREE, AND 1 FOOT SOUTH OF A NEW STEEL POST WITH SIGN.  THE
 KD1303'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 KD1303'STAMPED COWGILL 1948 - 1964.
 KD1303'
 KD1303'TO REACH THE STATION FROM THE TOWN OF POLO, GO NORTH ON STATE
 KD1303'HIGHWAYS 13 AND 116 FOR 1.0 MILE TO THEIR JUNCTION.  TURN RIGHT
 KD1303'AND GO EAST ON STATE HIGHWAY 116 FOR 4.0 MILES TO CROSSROADS.
 KD1303'TURN LEFT AND GO NORTH FOR 1.6 MILES TO THE AZIMUTH MARK ON
 KD1303'THE LEFT.  CONTINUE NORTH FOR 0.4 MILE ON GRAVEL ROAD TO
 KD1303'CROSSROADS AND THE STATION IN THE NORTHEAST ANGLE OF THE
 KD1303'INTERSECTION AS DESCRIBED.
 KD1303'
 KD1303'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION 101.84
 KD1303'FEET, 166 FEET EAST OF THE CENTER OF NORTH-SOUTHROAD, 136 FEET
 KD1303'EAST OF A NORTHWEST FENCE CORNER, 28 FEET SOUTH OF THE CENTER OF
 KD1303'EAST-WEST ROAD, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 1
 KD1303'INCH AND THE DISK IS STAMPED COWGILL NO 1 1948.
 KD1303'
 KD1303'REFERENCE MARK NO. 2 IS 72.19 FEET WEST-NORTHWEST OF THE
 KD1303'STATION, AND 1.5 FEET NORTH OF THE NORTHEAST CORNER OF OLD SCHOOL
 KD1303'FOUNDATION.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 KD1303'THE DISK IS STAMPED COWGILL NO 2 1948.
 KD1303'
 KD1303'AZIMUTH MARK IS 0.4 MILE SOUTH-SOUTHWEST OF THE STATION, 27 FEET
 KD1303'WEST OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT EAST OF A NEW
 KD1303'STEEL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 KD1303'IS STAMPED COWGILL 1948.
 KD1303'
 KD1303'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1303
 KD1303                          STATION RECOVERY (1982)
 KD1303
 KD1303'RECOVERY NOTE BY US POWER SQUADRON 1982 (RRB)
 KD1303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1019 ***********************************************************************
 KD1019  DESIGNATION -  COX
 KD1019  PID         -  KD1019
 KD1019  STATE/COUNTY-  MO/MACON
 KD1019  USGS QUAD   -  CLARENCE (1971)
 KD1019
 KD1019                         *CURRENT SURVEY CONTROL
 KD1019  ___________________________________________________________________
 KD1019* NAD 83(1997)-  39 40 28.39700(N)    092 20 07.09645(W)     ADJUSTED  
 KD1019* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 KD1019  ___________________________________________________________________
 KD1019  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 KD1019  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KD1019
 KD1019  HORZ ORDER  -  THIRD
 KD1019
 KD1019.The horizontal coordinates were established by classical geodetic methods
 KD1019.and adjusted by the National Geodetic Survey in February 2000..
 KD1019
 KD1019.The orthometric height was scaled from a topographic map.
 KD1019
 KD1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1019
 KD1019.The geoid height was determined by GEOID03.
 KD1019
 KD1019;                    North         East     Units Scale Factor Converg.
 KD1019;SPC MO C     -   426,329.131   514,129.579   MT  0.99993579   +0 06 18.5
 KD1019;UTM  15      - 4,391,848.107   557,006.879   MT  0.99964001   +0 25 27.7
 KD1019
 KD1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1019!SPC MO C     -   0.99996566  x   0.99993579  =   0.99990145
 KD1019!UTM  15      -   0.99996566  x   0.99964001  =   0.99960568
 KD1019
 KD1019:                Primary Azimuth Mark                     Grid Az
 KD1019:SPC MO C     -  COX AZ MK                                008 16 59.2
 KD1019:UTM  15      -  COX AZ MK                                007 57 50.0
 KD1019
 KD1019|---------------------------------------------------------------------|
 KD1019| PID    Reference Object                     Distance      Geod. Az  |
 KD1019|                                                           dddmmss.s |
 KD1019| CL8340 COX AZ MK                                          0082317.7 |
 KD1019| KD1020 CLARENCE MUNICIPAL TANK             APPROX. 9.7 KM 0381127.1 |
 KD1019| CL8341 COX RM 1                             28.072 METERS 22209     |
 KD1019| CL8343 COX RM 3                             28.055 METERS 23053     |
 KD1019| CL8342 COX RM 2                             46.290 METERS 34119     |
 KD1019|---------------------------------------------------------------------|
 KD1019
 KD1019                          SUPERSEDED SURVEY CONTROL
 KD1019
 KD1019  NAD 83(1997)-  39 40 28.40163(N)    092 20 07.10283(W) AD(       ) 3
 KD1019  NAD 83(1986)-  39 40 28.40286(N)    092 20 07.10445(W) AD(       ) 3
 KD1019  NAD 27      -  39 40 28.27270(N)    092 20 06.43360(W) AD(       ) 3
 KD1019
 KD1019.Superseded values are not recommended for survey control.
 KD1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1019.See file dsdata.txt to determine how the superseded data were derived.
 KD1019
 KD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5700791848(NAD 83)
 KD1019_MARKER: DS = TRIANGULATION STATION DISK
 KD1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1019
 KD1019  HISTORY     - Date     Condition        Report By
 KD1019  HISTORY     - 1948     MONUMENTED       CGS
 KD1019  HISTORY     - 1966     GOOD             CGS
 KD1019  HISTORY     - 1968     GOOD             USGS
 KD1019
 KD1019                          STATION DESCRIPTION
 KD1019
 KD1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1019'LOCATED ABOUT 6 MILES SOUTHWEST OF CLARENCE, 4 MILES NORTHEAST
 KD1019'OF COX, IN THE NORTHEAST 1/4 OF SEC. 10, T. 56 N., R. 13 W., AND
 KD1019'ALONG THE EAST SIDE OF A NORTH-SOUTH COUNTRY ROAD.  IT IS 38 FEET
 KD1019'EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 11.3 FEET EAST
 KD1019'OF A WHITE WITNESS POST AND IN THE EAST-WEST FENCE LINE.  THE
 KD1019'MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED COX 1948.
 KD1019'
 KD1019'REFERENCE MARK NO. 1 IS 92.10 FEET SOUTHWEST OF THE STATION, 21
 KD1019'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 20 FEET EAST
 KD1019'OF THE RIGHT-OF-WAY FENCE LINE AND 10 FEET SOUTH OF A POWER-LINE
 KD1019'POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED
 KD1019'COX NO 1 1948.
 KD1019'
 KD1019'REFERENCE MARK NO. 2 IS 151.99 FEET NORTHWEST OF THE STATION, 49
 KD1019'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD NEAR THE
 KD1019'NORTHEAST CORNER OF FARMYARD AND 3-1/2 FEET NORTH OF A
 KD1019'POWER-LINE POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 KD1019'AND THE DISC IS STAMPED COX NO 2 1948.
 KD1019'
 KD1019'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH OF THE STATION,
 KD1019'ACROSS THE ROAD FROM A LARGE WHITE FARMHOUSE, 39 FEET WEST OF THE
 KD1019'APPROXIMATE CENTERLINE OF THE ROAD, 3 FEET EAST OF THE
 KD1019'RIGHT-OF-WAY FENCE LINE AND 3 FEET NORTH OF A WHITE WITNESS
 KD1019'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED
 KD1019'COX 1948.
 KD1019'
 KD1019'STATION WAS REACHED FROM THE INTERSECTION OF US HIGHWAYS 36 AND
 KD1019'63, AT THE NORTH EDGE OF MACON, BY GOING EAST ON US HIGHWAY 36 FOR
 KD1019'7.45 MILES TO CROSSROADS, GAS STATION AND SIGN ANABEL.  TURN
 KD1019'RIGHT OR SOUTH AND GO 1.0 MILE, CROSSING THE RAILROAD TRACKS,
 KD1019'THEN LEFT OR EAST FOR 0.25 MILE, SOUTH OR RIGHT FOR 1.0 MILE,
 KD1019'THEN LEFT OR EAST 0.25 MILE, RIGHT OR SOUTH FOR 1.0 MILE TO A
 KD1019'T-INTERSECTION OF ROADS.  THENCE RIGHT OR WEST FOR 0.4 MILE
 KD1019'AND LEFT OR SOUTH, ON MEANDERING ROAD FOR 2.05 MILES TO THE
 KD1019'AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.  CONTINUE SOUTH
 KD1019'FOR 0.25 MILE TO THE STATION SITE ON THE LEFT AS
 KD1019'DESCRIBED.
 KD1019'
 KD1019'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1019
 KD1019                          STATION RECOVERY (1966)
 KD1019
 KD1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1019'STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 KD1019'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 KD1019'FOUND DESTROYED.
 KD1019'
 KD1019'REFERENCE MARK NO. 3 WAS SET.
 KD1019'
 KD1019'FOLLOWING IS A NEW DESCRIPTION.
 KD1019'
 KD1019'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 KD1019'63 AT NORTH EDGE OF MACON, GO EAST ON U.S. HIGHWAY 36 FOR 7.45
 KD1019'MILES TO A CROSSROAD AND SERVICE STATION ON LEFT AND JUNCTION
 KD1019'OF STATE ROAD V.  TURN RIGHT AND FOLLOW STATE ROAD V SOUTHERLY,
 KD1019'WINDING ROAD, FOR 3.9 MILES TO ITS JUNCTION WITH STATE ROAD PP.
 KD1019'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.95 MILES TO THE
 KD1019'AZIMUTH MARK ON THE RIGHT AND A LARGE FARMHOUSE ON THE LEFT.
 KD1019'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A
 KD1019'DRIVEWAY LEADING TO MR. GRAVES FARMHOUSE ON THE RIGHT AND THE
 KD1019'STATION ON THE LEFT.
 KD1019'
 KD1019'STATION MARK, A STANDARD DISK STAMPED COX 1948, IS SET IN THE TOP
 KD1019'OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KD1019'GROUND.  IT IS 39 FEET EAST OF THE CENTER OF THE GRAVELED ROAD,
 KD1019'36 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 6 FEET WEST
 KD1019'OF THE WEST EDGE OF A ROW OF TREES, 2 FEET WEST OF AN OLD
 KD1019'FENCELINE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 KD1019'UNDERGROUND MARK WAS NOT INSPECTED.
 KD1019'
 KD1019'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COX NO. 2 1948, IS
 KD1019'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KD1019'SURFACE OF THE GROUND.  IT IS 27 FEET WEST OF THE CENTER OF THE
 KD1019'GRAVELED ROAD, 12 FEET EAST OF A CORNER FENCE POST, AND AT
 KD1019'THE NORTHEAST CORNER OF MR. J.T. GRAVES YARD.
 KD1019'
 KD1019'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COX 1948 NO. 3 1966,
 KD1019'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KD1019'THE SURFACE OF THE GROUND.  IT IS 60.5 FEET SOUTH OF THE CENTER
 KD1019'OF THE DRIVEWAY, 31 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 KD1019'16.5 FEET EAST OF A FENCE, AND 2 FEET SOUTH-SOUTHEAST OF A
 KD1019'POWERLINE POLE WITH A TRANSFORMER.
 KD1019'
 KD1019'AZIMUTH MARK, A STANDARD DISK STAMPED COX 1948, IS SET IN THE
 KD1019'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 36
 KD1019'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 29 FEET NORTH OF THE
 KD1019'CENTER OF A FIELD ENTRANCE, 16.5 FEET EAST OF A FENCE, 1 FOOT
 KD1019'SOUTHEAST OF A STEEL POST, AND 1 FOOT SOUTH OF A METAL WITNESS
 KD1019'POST.
 KD1019'
 KD1019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 KD1019'NORTHEAST OF COX
 KD1019
 KD1019                          STATION RECOVERY (1968)
 KD1019
 KD1019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JFS)
 KD1019'ALL MARKS FOUND AS DESCRIBED.
 KD1019'
 KD1019'DIRECTION AND DISTANCE ABOUT 6 MI. SW OF CLARENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0693 ***********************************************************************
 GG0693  DESIGNATION -  COX
 GG0693  PID         -  GG0693
 GG0693  STATE/COUNTY-  MO/NEWTON
 GG0693  USGS QUAD   -  RACINE (1978)
 GG0693
 GG0693                         *CURRENT SURVEY CONTROL
 GG0693  ___________________________________________________________________
 GG0693* NAD 83(1997)-  36 56 52.95650(N)    094 31 00.86271(W)     ADJUSTED  
 GG0693* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 GG0693  ___________________________________________________________________
 GG0693  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GG0693  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GG0693
 GG0693  HORZ ORDER  -  FIRST
 GG0693
 GG0693.The horizontal coordinates were established by classical geodetic methods
 GG0693.and adjusted by the National Geodetic Survey in February 2000..
 GG0693
 GG0693.The orthometric height was scaled from a topographic map.
 GG0693
 GG0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0693
 GG0693.The geoid height was determined by GEOID03.
 GG0693
 GG0693;                    North         East     Units Scale Factor Converg.
 GG0693;SPC MO W     -    86,703.925   848,494.207   MT  0.99994120   -0 00 36.6
 GG0693;UTM  15      - 4,090,183.534   364,935.446   MT  0.99982473   -0 54 43.0
 GG0693
 GG0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0693!SPC MO W     -   0.99994792  x   0.99994120  =   0.99988913
 GG0693!UTM  15      -   0.99994792  x   0.99982473  =   0.99977266
 GG0693
 GG0693|---------------------------------------------------------------------|
 GG0693| PID    Reference Object                     Distance      Geod. Az  |
 GG0693|                                                           dddmmss.s |
 GG0693| CI0671 COX RM 1                             37.292 METERS 05517     |
 GG0693| GG0691 COX RM 5                             33.036 METERS 08826     |
 GG0693| CI0672 COX RM 2                             44.068 METERS 13616     |
 GG0693| CI0673 COX RM 3                             28.414 METERS 14539     |
 GG0693| CI0670 COX AZ MK                                          1780109.0 |
 GG0693| GG0710 AMARILLO ST LOUIS AWY BCN 41        APPROX.33.1 KM 2105627.7 |
 GG0693| CI0674 COX RM 4                             15.334 METERS 22752     |
 GG0693| GG0721 QUAPAW MUNICIPAL TANK               APPROX.24.1 KM 2704959.3 |
 GG0693| GG0718 CARDIN COMMERCE MINING CO TANK      APPROX.31.4 KM 2745647.1 |
 GG0693| HE1056 GALENA EAGLE PICHER SMELT STK       APPROX.18.3 KM 3265913.2 |
 GG0693|---------------------------------------------------------------------|
 GG0693
 GG0693                          SUPERSEDED SURVEY CONTROL
 GG0693
 GG0693  NAD 83(1997)-  36 56 52.95649(N)    094 31 00.86262(W) AD(       ) 1
 GG0693  NAD 83(1997)-  36 56 52.95657(N)    094 31 00.86262(W) AD(       ) 1
 GG0693  NAD 83(1997)-  36 56 52.96372(N)    094 31 00.86487(W) AD(       ) 1
 GG0693  NAD 83(1986)-  36 56 52.97074(N)    094 31 00.85990(W) AD(       ) 1
 GG0693  NAD 27      -  36 56 52.74318(N)    094 31 00.05719(W) AD(       ) 1
 GG0693
 GG0693.Superseded values are not recommended for survey control.
 GG0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0693.See file dsdata.txt to determine how the superseded data were derived.
 GG0693
 GG0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6493590184(NAD 83)
 GG0693_MARKER: DS = TRIANGULATION STATION DISK
 GG0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0693
 GG0693  HISTORY     - Date     Condition        Report By
 GG0693  HISTORY     - 1935     MONUMENTED       CGS
 GG0693  HISTORY     - 1959     GOOD             CGS
 GG0693  HISTORY     - 1961     GOOD             CGS
 GG0693
 GG0693                          STATION DESCRIPTION
 GG0693
 GG0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0693'STATION IS ABOUT 10 MILES NW OF NEOSHO, ABOUT 8 MILES S OF
 GG0693'JOPLIN AND 6 MILES E OF THE STATE LINE IN SE 1/4 SEC. 27,
 GG0693'T 26 N, R 33 W ON LAND OWNED BY MRS. ROSE COX, JOPLIN, MISSOURI.
 GG0693'SURFACE MARK IS SET NEAR THE S EDGE OF A GROVE OF OAK TREES,
 GG0693'53 FEET E OF A TRIPLE OAK TREE, 58 FEET W OF FENCE LINE ON THE
 GG0693'W EDGE OF THE RIGHT-OF-WAY OF N-S ROAD WHICH RUNS ALONG THE
 GG0693'SECTION LINE, 80 FEET W OF THE CENTER LINE OF THE ROAD, ABOUT
 GG0693'250 FEET S OF A DIXCEL FILLING STATION, 127 FEET N OF E-W
 GG0693'FENCE LINE.  MARK IS 12 INCHES BELOW THE SURFACE OF THE
 GG0693'GROUND.
 GG0693'
 GG0693'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0693'BRONZE DISKS SET IN CONCRETE.
 GG0693'
 GG0693'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE E EDGE OF
 GG0693'THE RIGHT-OF-WAY, 1 FOOT W OF FENCE LINE, 21 FEET E OF THE
 GG0693'CENTER LINE OF THE ROAD AND PROJECTS 14 INCHES.
 GG0693'
 GG0693'REFERENCE MARK NO. 2 IS SE OF THE STATION ON THE E EDGE OF
 GG0693'THE RIGHT-OF-WAY, 0.5 FOOT W OF FENCE LINE, 22 FEET E OF THE
 GG0693'CENTER LINE OF THE ROAD AND PROJECTS 10 INCHES.
 GG0693'
 GG0693'AZIMUTH MARK IS S OF THE STATION AT THE NE CORNER OF A SMALL
 GG0693'ORCHARD.  IT IS 1 FOOT S OF AND 1 FOOT E OF FENCE LINE, 23
 GG0693'FEET W OF THE CENTER LINE OF THE ROAD AND PROJECTS 10 INCHES.
 GG0693'
 GG0693'TO REACH FROM NEOSHO, INTERSECTION OF U.S. HIGHWAYS 71 AND 60,
 GG0693'GO W AND N ON U.S. HIGHWAY 71 TOWARD JOPLIN FOR 8.4 MILES
 GG0693'TO CROSS ROAD.  HERE TURN W 2.6 MILES TO CROSSROADS.  GO S
 GG0693'1.0 MILE TO CROSSROADS, THENCE W 2.5 MILES TO CROSSROADS.
 GG0693'HERE GO S 0.35 MILE TO STATION.
 GG0693'
 GG0693'ALL LIGHTS COME INTO VIEW AT 65 FEET.
 GG0693
 GG0693                          STATION RECOVERY (1959)
 GG0693
 GG0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GG0693'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 GG0693'WERE RECOVERED.  THE STATION MARK AND THE AZIMUTH MARK ARE IN
 GG0693'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND PRACTICALLY ON THE
 GG0693'SURFACE OF THE GROUND IN VERY BAD CONDITION.  REFERENCE MARK
 GG0693'1 HAD BEEN HIT BY FARM EQUIPMENT AND DAMAGED.  THE LAND OWNER
 GG0693'REQUESTED THAT BOTH MARKS BE REMOVED COMPLETELY.  THE DISTANCE
 GG0693'AND DIRECTION TO REFERENCE MARK 1 DID NOT CHECK.  REFERENCE
 GG0693'MARKS 1 AND 2 WERE TAKEN OUT AT THIS TIME AND REFERENCE MARKS
 GG0693'3 AND 4 WERE ESTABLISHED.  THE DIXCEL FILLING STATION
 GG0693'MENTIONED IN THE DISCRIPTION OF THE STATION IS NO LONGER
 GG0693'THERE.  THE TO REACH IS NO LONGER ADEQUATE BECAUSE OF
 GG0693'ROAD CONSTRUCTION.  THE PROPERTY IS OWNED BY MR. FRED HOWARD
 GG0693'INSTEAD OF MRS. ROSE COX.  A COMPLETE NEW DESCRIPTION AND TO
 GG0693'REACH FOLLOWS.
 GG0693'
 GG0693'THE STATION IS ABOUT 10 MILES NORTH OF NEOSHO AND 8 MILES SOUTH OF
 GG0693'JOPLIN IN THE SOUTHEAST 1/4 OF SEC. 27, T. 26 N., R. 33 W. ON
 GG0693'LAND OWNED BY MR. FRED HOWARD.  IT IS 80 FEET WEST OF THE
 GG0693'CENTERLINE OF A GRAVELED ROAD, 37 FEET SOUTHEAST OF THE SOUTHEAST
 GG0693'CORNER OF A HOUSE, 52 FEET EAST OF A TRIPLE TRUNK OAK TREE, AND
 GG0693'35 FEET SOUTH OF A 14 INCH OAK TREE.  THE MONUMENT IS 12
 GG0693'INCHES UNDERGROUND AND THE DISK IS STAMPED COX 1935.
 GG0693'
 GG0693'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 166
 GG0693'AND 43, AND STATE HIGHWAY 86 AT THE SOUTH EDGE OF JOPLIN,
 GG0693'GO SOUTHWEST ON HIGHWAY 86 AND 43 FOR 1.35 MILES TO THE
 GG0693'JUNCTION OF COUNTY HIGHWAY NN JUST AFTER CROSSING A BRIDGE.
 GG0693'TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY NN FOR 1.25 MILES TO
 GG0693'A PAVED SIDE ROAD LEFT.  CONTINUE SOUTH ON HIGHWAY NN FOR 3.85
 GG0693'MILES TO A GRAVELED CROSSROAD (TEMPORARY COUNTY HIGHWAY P).
 GG0693'CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO THE STATION
 GG0693'ON THE RIGHT.
 GG0693'
 GG0693'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 GG0693'GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 GG0693'
 GG0693'REFERENCE MARK 3 IS 26 FEET WEST OF THE CENTERLINE OF THE
 GG0693'GRAVELED ROAD, 1 FOOT NORTH OF A POWER POLE, AND 2 FEET
 GG0693'WEST OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 GG0693'IS STAMPED COX NO 3 1935.
 GG0693'
 GG0693'REFERENCE MARK 4 IS 53 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 GG0693'HOUSE, 32 FEET SOUTHEAST OF A TRIPLE TRUNK OAK TREE, AND 1 FOOT
 GG0693'NORTH OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GG0693'STAMPED COX NO 4 1935.
 GG0693'
 GG0693'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTERLINE OF A GRAVELED
 GG0693'ROAD, 7 FEET SOUTH OF THE CENTER OF ENTRANCE TO FIELD, 2 FEET
 GG0693'WEST OF A FENCE CORNER, AND 2 FEET NORTHWEST OF A FENCE CORNER,
 GG0693'AND 2 FEET NORTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 8
 GG0693'INCHES AND THE DISK IS STAMPED COX 1935.
 GG0693'
 GG0693'HEIGHT OF TRIPOD 1 METER.
 GG0693
 GG0693                          STATION RECOVERY (1961)
 GG0693
 GG0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 GG0693'THE STATION, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 GG0693'FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 GG0693'REFERENCE MARKS 3 AND 4 CHECKED.  PERMISSION COULD NOT BE
 GG0693'OBTAINED TO ERECT A TOWER OVER THE STATION MARK.  A REFERENCE
 GG0693'MARK 5 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 GG0693'
 GG0693'A NEW DESCRIPTION AND TO REACH FOLLOWS-
 GG0693'
 GG0693'ABOUT 10 MILES NORTH OF NEOSHO, ABOUT 8 MILES SOUTH OF JOPLIN,
 GG0693'ABOUT 3-1/2 MILES NORTH OF RACINE, IN THE SOUTHEAST 1/4 OF
 GG0693'SEC. 27, T. 26 N., R. 33 W., AND ON THE PROPERTY OF MR. FRED
 GG0693'HOWARD.  IT IS 94 FEET NORTHEAST OF A POWER POLE WITH A
 GG0693'TRANSFORMER, 80 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 52
 GG0693'FEET EAST OF A TRIPLE TRUNKED OAK TREE, 37 FEET SOUTHEAST OF THE
 GG0693'SOUTHEAST CORNER OF A HOUSE, 35 FEET SOUTH OF A 14 INCH OAK
 GG0693'TREE.  THE MONUMENT IS 12 INCHES UNDERGROUND AND THE
 GG0693'DISK IS STAMPED COX 1935.
 GG0693'
 GG0693'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 86 AND COUNTY
 GG0693'ROADS K AND CC IN RACINE, GO NORTH ON HIGHWAY 86 FOR 4.15 MILES
 GG0693'TO A CROSSROAD (COUNTY ROAD P).  TURN RIGHT AND GO EAST ON COUNTY
 GG0693'ROAD P FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 GG0693'ON A GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 GG0693'
 GG0693'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 GG0693'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GG0693'
 GG0693'REFERENCE MARK 3 IS 26 FEET WEST OF THE CENTERLINE OF THE
 GG0693'GRAVELED ROAD, 2 FEET WEST OF A WITNESS POST AND 1 FOOT
 GG0693'NORTH OF THE POWER POLE.  THE MONUMENT PROJECTS 1 INCH AND THE
 GG0693'DISK IS STAMPED COX NO 3 1935.
 GG0693'
 GG0693'REFERENCE MARK 4 IS 53 FEET SOUTH OF THE SOUTHEAST CORNER OF
 GG0693'THE HOUSE, 32 FEET SOUTHEAST OF THE TRIPLE TRUNKED OAK TREE
 GG0693'AND 1 FOOT NORTH OF A POWER POLE.  THE MONUMENT IS FLUSH AND
 GG0693'THE DISK IS STAMPED COX NO 4 1935.
 GG0693'
 GG0693'REFERENCE MARK 5 IS 141 FEET EAST OF THE SOUTHEAST CORNER OF
 GG0693'THE HOUSE, 99 FEET NORTHEAST OF THE POWER POLE WITH THE
 GG0693'TRANSFORMER AND 31 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 GG0693'ROAD.  THE MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS
 GG0693'STAMPED COX NO 5 1935.
 GG0693'
 GG0693'THE AZIMUTH MARK IS 21 FEET NORTH OF THE CENTERLINE OF THE
 GG0693'GRAVELED ROAD, 7 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 GG0693'2 FEET WEST OF A FENCE CORNER AND 2 FEET NORTHWEST OF A WITNESS
 GG0693'POST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GG0693'COX 1935.
 GG0693'
 GG0693'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1292 ***********************************************************************
 HD1292  DESIGNATION -  COX
 HD1292  PID         -  HD1292
 HD1292  STATE/COUNTY-  MO/GREENE
 HD1292  USGS QUAD   -  SPRINGFIELD (1975)
 HD1292
 HD1292                         *CURRENT SURVEY CONTROL
 HD1292  ___________________________________________________________________
 HD1292* NAD 83(1997)-  37 08 17.83744(N)    093 19 51.43073(W)     ADJUSTED  
 HD1292* NAVD 88     -       394.     (meters)    1293.     (feet)  SCALED    
 HD1292  ___________________________________________________________________
 HD1292  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 HD1292  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HD1292
 HD1292  HORZ ORDER  -  SECOND
 HD1292
 HD1292.The horizontal coordinates were established by classical geodetic methods
 HD1292.and adjusted by the National Geodetic Survey in February 2000..
 HD1292
 HD1292.The orthometric height was scaled from a topographic map.
 HD1292
 HD1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1292
 HD1292.The geoid height was determined by GEOID03.
 HD1292
 HD1292;                    North         East     Units Scale Factor Converg.
 HD1292;SPC MO C     -   145,121.858   426,173.864   MT  1.00000045   -0 30 06.1
 HD1292;UTM  15      - 4,110,264.560   470,606.474   MT  0.99961064   -0 11 59.3
 HD1292
 HD1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1292!SPC MO C     -   0.99994272  x   1.00000045  =   0.99994317
 HD1292!UTM  15      -   0.99994272  x   0.99961064  =   0.99955338
 HD1292
 HD1292|---------------------------------------------------------------------|
 HD1292| PID    Reference Object                     Distance      Geod. Az  |
 HD1292|                                                           dddmmss.s |
 HD1292| CN6694 COX RM 1                             17.384 METERS 00236     |
 HD1292| HD1299 SPRINGFIELD PARKCREST VIL TANK      APPROX. 3.0 KM 0814827.9 |
 HD1292| CN6693 COX AZ MK                                          0885955.5 |
 HD1292| HD1280 SPRINGFIELD RADIO KWTO MAST 4       APPROX. 4.7 KM 0953728.4 |
 HD1292| HD1304 NIXA WILSON CO N STACK              APPROX.11.0 KM 1632408.8 |
 HD1292| CN6695 COX RM 2                              7.202 METERS 26610     |
 HD1292|---------------------------------------------------------------------|
 HD1292
 HD1292                          SUPERSEDED SURVEY CONTROL
 HD1292
 HD1292  NAD 83(1997)-  37 08 17.83772(N)    093 19 51.43065(W) AD(       ) 2
 HD1292  NAD 83(1997)-  37 08 17.84874(N)    093 19 51.42963(W) AD(       ) 2
 HD1292  NAD 83(1986)-  37 08 17.84884(N)    093 19 51.42898(W) AD(       ) 2
 HD1292  NAD 27      -  37 08 17.66600(N)    093 19 50.75590(W) AD(       ) 2
 HD1292
 HD1292.Superseded values are not recommended for survey control.
 HD1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1292.See file dsdata.txt to determine how the superseded data were derived.
 HD1292
 HD1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7060610265(NAD 83)
 HD1292_MARKER: DS = TRIANGULATION STATION DISK
 HD1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1292
 HD1292  HISTORY     - Date     Condition        Report By
 HD1292  HISTORY     - 1959     MONUMENTED       CGS
 HD1292  HISTORY     - 20041112 MARK NOT FOUND   INDIV
 HD1292
 HD1292                          STATION DESCRIPTION
 HD1292
 HD1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1292'THE STATION IS ABOUT 6 MILES SOUTH OF THE CENTER OF SPRINGFIELD,
 HD1292'AND 6 MILES NORTHWEST OF NIXA IN THE NW 1/4 OF SEC. 15, T. 28 N.,
 HD1292'R. 22 W. ON RIGHT-OF-WAY OF COUNTY HIGHWAY M.  IT IS 122
 HD1292'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 28 FEET
 HD1292'SOUTH OF THE CENTERLINE OF HIGHWAY M, 26 FEET WEST OF THE
 HD1292'CENTERLINE OF A GRAVELED ROAD, AND 3 FEET NORTH OF A YARD FENCE.
 HD1292'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COX 1959.
 HD1292'
 HD1292'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 HD1292'AND 166 AND COUNTY HIGHWAY M ABOUT 3 MILES NORTHEAST OF REPUBLIC,
 HD1292'GO EAST ON COUNTY HIGHWAY M FOR 3.6 MILES TO THE JUNCTION OF
 HD1292'COUNTY HIGHWAY FF.  CONTINUE EAST ON HIGHWAY M FOR 1.7 MILES
 HD1292'TO A RAILROAD OVERPASS.  CONTINUE EAST ON HIGHWAY M FOR
 HD1292'0.6 MILE TO THE STATION ON THE RIGHT.
 HD1292'
 HD1292'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 HD1292'HIGHWAY M FOR 0.55 MILE TO THE MARK ON THE LEFT.
 HD1292'
 HD1292'REFERENCE MARK 1 IS 29 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 HD1292'M, 1 FOOT SOUTH OF A WIRE FENCE, AND 3 FEET NORTHWEST OF
 HD1292'A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HD1292'COX NO 1 1959.
 HD1292'
 HD1292'REFERENCE MARK 2 IS 30 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 HD1292'M, 4 FEET EAST OF A SMALL CEDAR TREE, AND 1 FOOT NORTH OF
 HD1292'A YARD FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 HD1292'IS STAMPED COX NO 2 1959.
 HD1292'
 HD1292'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 HD1292'M, 1 FOOT SOUTH OF A WIRE FENCE, 1 FOOT WEST OF A TELEPHONE
 HD1292'POLE, AND 2 FEET NORTHWEST OF A WITNESS POST.  THE MONUMENT
 HD1292'PROJECTS 4 INCHES AND THE DISK IS STAMPED COX 1959.
 HD1292'
 HD1292'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HD1292
 HD1292                          STATION RECOVERY (2004)
 HD1292
 HD1292'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RSP)
 HD1292'STATION NOT FOUND, APPEARS THE WIDENING OF ROAD MAY HAVE REMOVED
 HD1292'STATION. STAKED COORDINATE VALUE PUTS LOCATION IN EAST BOUND LANE
 HD1292'OF WHAT IS NOW A FOUR LANE ROAD.
 HD1292'TIME DID NOT ALLOW FOR SEARCH OF AZIMUTH OR REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0691 ***********************************************************************
 GG0691  DESIGNATION -  COX RM 5
 GG0691  PID         -  GG0691
 GG0691  STATE/COUNTY-  MO/NEWTON
 GG0691  USGS QUAD   -  RACINE (1978)
 GG0691
 GG0691                         *CURRENT SURVEY CONTROL
 GG0691  ___________________________________________________________________
 GG0691* NAD 83(1997)-  36 56 52.98570(N)    094 30 59.52799(W)     ADJUSTED  
 GG0691* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 GG0691  ___________________________________________________________________
 GG0691  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GG0691  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GG0691
 GG0691  HORZ ORDER  -  FIRST
 GG0691
 GG0691.The horizontal coordinates were established by classical geodetic methods
 GG0691.and adjusted by the National Geodetic Survey in February 2000..
 GG0691
 GG0691.The orthometric height was scaled from a topographic map.
 GG0691
 GG0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0691
 GG0691.The geoid height was determined by GEOID03.
 GG0691
 GG0691;                    North         East     Units Scale Factor Converg.
 GG0691;SPC MO W     -    86,704.820   848,527.229   MT  0.99994120   -0 00 35.8
 GG0691;UTM  15      - 4,090,183.908   364,968.474   MT  0.99982462   -0 54 42.2
 GG0691
 GG0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0691!SPC MO W     -   0.99994792  x   0.99994120  =   0.99988913
 GG0691!UTM  15      -   0.99994792  x   0.99982462  =   0.99977255
 GG0691
 GG0691:                Primary Azimuth Mark                     Grid Az
 GG0691:SPC MO W     -  JOPLIN SW BELL TEL MICROWAVE             000 02 36.9
 GG0691:UTM  15      -  JOPLIN SW BELL TEL MICROWAVE             000 56 43.3
 GG0691
 GG0691|---------------------------------------------------------------------|
 GG0691| PID    Reference Object                     Distance      Geod. Az  |
 GG0691|                                                           dddmmss.s |
 GG0691| HE1048 JOPLIN SW BELL TEL MICROWAVE        APPROX.15.0 KM 0000201.1 |
 GG0691| GG0692 JOPLIN LOOKOUT TOWER                237.303 METERS 01752     |
 GG0691| CI0670 COX AZ MK                                          1825751.0 |
 GG0691| CI0673 COX RM 3                             29.702 METERS 21453     |
 GG0691| GG0686 SENECA SW BELL TEL CO MAST          APPROX.10.6 KM 2221446.2 |
 GG0691| GG0685 SPRING CITY KAN CITY S RR MAST      APPROX. 2.5 KM 2235838.4 |
 GG0691| CI0674 COX RM 4                             45.805 METERS 25551     |
 GG0691| GG0693 COX                                  33.036 METERS 26826     |
 GG0691| HE1041 JOPLIN TV STA KDDE S MAST           APPROX.14.4 KM 3522513.0 |
 GG0691| HE1040 JOPLIN TV STA KDDE N MAST           APPROX.14.4 KM 3522705.3 |
 GG0691|---------------------------------------------------------------------|
 GG0691
 GG0691                          SUPERSEDED SURVEY CONTROL
 GG0691
 GG0691  NAD 83(1997)-  36 56 52.98569(N)    094 30 59.52790(W) AD(       ) 1
 GG0691  NAD 83(1997)-  36 56 52.98577(N)    094 30 59.52791(W) AD(       ) 1
 GG0691  NAD 83(1997)-  36 56 52.99292(N)    094 30 59.53016(W) AD(       ) 1
 GG0691  NAD 83(1986)-  36 56 52.99993(N)    094 30 59.52537(W) AD(       ) 1
 GG0691  NAD 27      -  36 56 52.77240(N)    094 30 58.72260(W) AD(       ) 1
 GG0691
 GG0691.Superseded values are not recommended for survey control.
 GG0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0691.See file dsdata.txt to determine how the superseded data were derived.
 GG0691
 GG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6496890184(NAD 83)
 GG0691_MARKER: DR = REFERENCE MARK DISK
 GG0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0691
 GG0691  HISTORY     - Date     Condition        Report By
 GG0691  HISTORY     - 1961     MONUMENTED       CGS
 GG0691  HISTORY     - 1966     GOOD             CGS
 GG0691
 GG0691                          STATION DESCRIPTION
 GG0691
 GG0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 GG0691'ABOUT 10 MILES NORTH OF NEOSHO, ABOUT 8 MILES SOUTH OF JOPLIN,
 GG0691'ABOUT 3-1/2 MILES NORTH OF RACINE, IN THE SOUTHEAST 1/4 OF
 GG0691'SEC. 27, T. 26 N., R. 33 W., AND ON THE PROPERTY OF MR. RAYMOND
 GG0691'GILSTRAP.  IT IS 141 FEET EAST OF THE SOUTHEAST CORNER OF
 GG0691'A HOUSE, 99 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND
 GG0691'31 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 GG0691'IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED COX NO 5 1935.
 GG0691'
 GG0691'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 86 AND COUNTY
 GG0691'ROADS K AND CC IN RACINE, GO NORTH ON HIGHWAY 86 FOR 4.15
 GG0691'MILES TO A CROSSROAD (COUNTY ROAD P).  TURN RIGHT AND GO EAST ON
 GG0691'COUNTY ROAD P FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND
 GG0691'GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON THE
 GG0691'LEFT.
 GG0691'
 GG0691'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 GG0691'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GG0691'
 GG0691'REFERENCE MARK 3 IS 26 FEET WEST OF THE CENTERLINE OF THE
 GG0691'GRAVELED ROAD, 2 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH
 GG0691'OF THE POWER POLE WITH THE TRANSFORMER.  THE MONUMENT PROJECTS 1
 GG0691'INCH AND THE DISK IS STAMPED COX NO 3 1935.
 GG0691'
 GG0691'REFERENCE MARK 4 IS 53 FEET SOUTH OF THE SOUTHEAST CORNER OF
 GG0691'THE HOUSE, 32 FEET SOUTHEAST OF A TRIPLE TRUNKED OAK TREE AND
 GG0691'1 FOOT NORTH OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE
 GG0691'DISK IS STAMPED COX NO 4 1935.
 GG0691'
 GG0691'COX 1935 IS 94 FEET NORTHEAST OF A POWER POLE WITH TRANSFORMER,
 GG0691'80 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 52 FEET EAST
 GG0691'OF A TRIPLE TRUNKED OAK TREE, 37 FEET SOUTHEAST OF THE SOUTHEAST
 GG0691'CORNER OF THE HOUSE AND 35 FEET SOUTH OF A 14 INCH OAK TREE.
 GG0691'THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 GG0691'COX 1935.
 GG0691'
 GG0691'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 GG0691'ROAD, 7 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2 FEET
 GG0691'NORTHWEST OF A WITNESS POST AND 2 FEET WEST OF A FENCE CORNER.
 GG0691'THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED COX 1935.
 GG0691'
 GG0691'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GG0691
 GG0691                          STATION RECOVERY (1966)
 GG0691
 GG0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 GG0691'THE STATION MARK, REFERENCE MARKS 3, 4 AND 5 AND THE AZIMUTH
 GG0691'MARK WERE RECOVERED AS DESCRIBED IN 1961 BY GLENN W. MOORE.
 GG0691'
 GG0691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9-1/2 MILES
 GG0691'SOUTH OF JOPLIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1737 ***********************************************************************
 JC1737  DESIGNATION -  COY
 JC1737  PID         -  JC1737
 JC1737  STATE/COUNTY-  MO/ST CHARLES
 JC1737  USGS QUAD   -  FORISTELL (1982)
 JC1737
 JC1737                         *CURRENT SURVEY CONTROL
 JC1737  ___________________________________________________________________
 JC1737* NAD 83(1997)-  38 51 48.02585(N)    090 54 14.14887(W)     ADJUSTED  
 JC1737* NAVD 88     -       180.9    (meters)     594.     (feet)  VERTCON   
 JC1737  ___________________________________________________________________
 JC1737  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 JC1737  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JC1737
 JC1737  HORZ ORDER  -  SECOND
 JC1737
 JC1737.The horizontal coordinates were established by classical geodetic methods
 JC1737.and adjusted by the National Geodetic Survey in February 2000..
 JC1737
 JC1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1737
 JC1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1737
 JC1737.The geoid height was determined by GEOID03.
 JC1737
 JC1737;                    North         East     Units Scale Factor Converg.
 JC1737;SPC MO E     -   336,338.202   214,944.041   MT  0.99994846   -0 15 12.4
 JC1737;UTM  15      - 4,303,699.302   681,859.698   MT  1.00000727   +1 18 56.1
 JC1737
 JC1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1737!SPC MO E     -   0.99997659  x   0.99994846  =   0.99992505
 JC1737!UTM  15      -   0.99997659  x   1.00000727  =   0.99998386
 JC1737
 JC1737|---------------------------------------------------------------------|
 JC1737| PID    Reference Object                     Distance      Geod. Az  |
 JC1737|                                                           dddmmss.s |
 JC1737| CI4170 COY RM 1                             89.108 METERS 09344     |
 JC1737| JC1735 WENTZVILLE E MUNICIPAL TANK         APPROX. 7.5 KM 1383243.8 |
 JC1737| JC1734 WENTZVILLE W MUN WATER TANK         APPROX. 7.1 KM 1422552.0 |
 JC1737| CI4171 COY RM 2                             21.723 METERS 18400     |
 JC1737|---------------------------------------------------------------------|
 JC1737
 JC1737                          SUPERSEDED SURVEY CONTROL
 JC1737
 JC1737  NAD 83(1997)-  38 51 48.02880(N)    090 54 14.14871(W) AD(       ) 2
 JC1737  NAD 83(1986)-  38 51 48.04317(N)    090 54 14.14561(W) AD(       ) 2
 JC1737  NAD 27      -  38 51 47.86430(N)    090 54 13.65163(W) AD(       ) 2
 JC1737  NGVD 29 (07/19/86)  180.9    (m)          594.     (f) VERT ANG       
 JC1737
 JC1737.Superseded values are not recommended for survey control.
 JC1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1737.See file dsdata.txt to determine how the superseded data were derived.
 JC1737
 JC1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD8186003699(NAD 83)
 JC1737_MARKER: DD = SURVEY DISK
 JC1737_SETTING: 0 = UNSPECIFIED SETTING
 JC1737
 JC1737  HISTORY     - Date     Condition        Report By
 JC1737  HISTORY     - 1970     MONUMENTED       USGS
 JC1737  HISTORY     - 19910427 GOOD             USPSQD
 JC1737  HISTORY     - 19940526 MARK NOT FOUND   USPSQD
 JC1737
 JC1737                          STATION DESCRIPTION
 JC1737
 JC1737'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1737'THE STATION IS LOCATED ABOUT 8 MI S. AND 4 MI E. OF TROY, ABOUT
 JC1737'3.5 MI N. AND 3 MI W. OF WENTZVILLE, IN THE SE. QUARTER OF THE
 JC1737'NE. QUARTER OF SEC. 4, T. 47 N., R. 1 E., ON THE PROPERTY OF
 JC1737'MR. J. W. THEONES AND ABOUT 100 YARDS SW. OF HIS HOUSE IN PASTURE
 JC1737'LAND.
 JC1737'
 JC1737'TO REACH THE STATION FROM THE TROY POST OFFICE, DRIVE E. ON
 JC1737'STATE HWY. 47 FOR 0.5 MI TO JCT. WITH U.S. HWY. 61, TURN RIGHT
 JC1737'AND DRIVE S. AND SE. ON HWY. 61 FOR 9.2 MI TO THE JCT. OF A
 JC1737'GRAVEL RD. (POINT-PRAIRIE RD.) LEADING S., TURN RIGHT ONTO GRAVEL
 JC1737'RD. AND DRIVE S. FOR 0.7 MI TO MR. THEONES HOUSE ON THE RIGHT AND
 JC1737'STATION AS DESCRIBED.
 JC1737'
 JC1737'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED COY
 JC1737'1970 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN
 JC1737'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  REFERENCE MARKS
 JC1737'ARE FLUSH WITH GROUND.  STATION MARK IS 12 IN. BELOW GROUND.
 JC1737'
 JC1737'THE STATION MARK IS 312 FT E. OF THE CENTER OF THE N.-S. GRAVEL
 JC1737'RD., 57 FT SW. OF THE SW. COR. OF A TIN HAY BARN, 145 FT W. OF THE
 JC1737'SW. COR. OF A RED WOODEN BARN, 81 FT N. OF THE COR. OF A T-FENCE
 JC1737'W. AND 4.4 FT E. OF A N.-S. FENCE.
 JC1737'
 JC1737'REFERENCE MARK 1 IS 292.35 FT (89.109 M.) E. OF STATION, 20
 JC1737'FT W. OF CENTER OF GRAVEL RD., 182 FT S. OF JCT. OF DRIVE W. TO
 JC1737'MR. THEONES HOUSE AND 1 FT E. OF THE RIGHT-OF-WAY FENCE AND A METAL
 JC1737'WITNESS POST.
 JC1737'
 JC1737'REFERENCE MARK 2 IS 71.27 FT (21.723 M.) S. OF STATION, 10 FT N. OF
 JC1737'COR. OF T-FENCE W. AND 0.5 FT E. OF N.-S. FENCE.  DISTANCE
 JC1737'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 301.25 FT. (91.821 M.)
 JC1737'
 JC1737'THE W. ONE OF TWO WATER TANKS IN WENTZVILLE (WITH BLUE CONIC TOP)
 JC1737'IS VISIBLE FROM GROUND AT STATION FOR AZIMUTH.
 JC1737
 JC1737                          STATION RECOVERY (1991)
 JC1737
 JC1737'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 JC1737'RECOVERED IN GOOD CONDITION.
 JC1737
 JC1737                          STATION RECOVERY (1994)
 JC1737
 JC1737'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC1737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6149 ***********************************************************************
 AC6149  DESIGNATION -  CR 06
 AC6149  PID         -  AC6149
 AC6149  STATE/COUNTY-  MO/CRAWFORD
 AC6149  USGS QUAD   -  SULLIVAN (1980)
 AC6149
 AC6149                         *CURRENT SURVEY CONTROL
 AC6149  ___________________________________________________________________
 AC6149* NAD 83(1997)-  38 12 04.33930(N)    091 12 30.52087(W)     ADJUSTED  
 AC6149* NAVD 88     -       286.4    (meters)     940.     (feet)  GPS OBS   
 AC6149  ___________________________________________________________________
 AC6149  X           -    -105,849.330 (meters)                     COMP
 AC6149  Y           -  -5,017,733.412 (meters)                     COMP
 AC6149  Z           -   3,923,177.095 (meters)                     COMP
 AC6149  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 AC6149  ELLIP HEIGHT-         255.96  (meters)          (02/17/00) GPS OBS
 AC6149  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AC6149
 AC6149  HORZ ORDER  -  FIRST
 AC6149  ELLP ORDER  -  FOURTH    CLASS I
 AC6149
 AC6149.The horizontal coordinates were established by GPS observations
 AC6149.and adjusted by the National Geodetic Survey in February 2000..
 AC6149
 AC6149.The orthometric height was determined by GPS observations and a
 AC6149.high-resolution geoid model.
 AC6149
 AC6149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6149
 AC6149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6149
 AC6149.The ellipsoidal height was determined by GPS observations
 AC6149.and is referenced to NAD 83.
 AC6149
 AC6149.The geoid height was determined by GEOID03.
 AC6149
 AC6149;                    North         East     Units Scale Factor Converg.
 AC6149;SPC MO E     -   263,001.476   187,946.796   MT  0.99998074   -0 26 17.4
 AC6149;UTM  15      - 4,229,656.486   656,866.192   MT  0.99990306   +1 06 29.3
 AC6149
 AC6149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6149!SPC MO E     -   0.99995984  x   0.99998074  =   0.99994058
 AC6149!UTM  15      -   0.99995984  x   0.99990306  =   0.99986290
 AC6149
 AC6149                          SUPERSEDED SURVEY CONTROL
 AC6149
 AC6149  NAD 83(1997)-  38 12 04.34170(N)    091 12 30.52092(W) AD(       ) 1
 AC6149  NAD 83(1986)-  38 12 04.35336(N)    091 12 30.52090(W) AD(       ) 1
 AC6149
 AC6149.Superseded values are not recommended for survey control.
 AC6149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6149.See file dsdata.txt to determine how the superseded data were derived.
 AC6149
 AC6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5686629656(NAD 83)
 AC6149_MARKER: DD = SURVEY DISK
 AC6149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6149_STAMPING: CR-06 1994
 AC6149_MARK LOGO: MODNR 
 AC6149_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6149+STABILITY: SURFACE MOTION
 AC6149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6149+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6149
 AC6149  HISTORY     - Date     Condition        Report By
 AC6149  HISTORY     - 1994     MONUMENTED       MODNR
 AC6149
 AC6149                          STATION DESCRIPTION
 AC6149
 AC6149'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6149'THE STATION IS A STANDARD MO DNR GRS INSTALLATION.  THE AZIMUTH IS A
 AC6149'GRS DISK IN A DRILL HOLE IN TOP OF A 5 X 12 BOX CULVERT WITH AN ACCESS
 AC6149'COVER. THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WSW OF SULLIVAN ON
 AC6149'THE WEST R/W OF ERHARDT RD.  IT IS 15.1 FT (4.6 M) WEST OF AN ASPHALT
 AC6149'NAIL IN THE CENTER LINE OF ERHARDT ROAD, 44.5 FT (13.6 M) NORTHWEST OF
 AC6149'A NAIL AND WASHER IN UTILITY POLE 47484, 11.4 FT (3.5 M) NORTH OF A
 AC6149'NAIL AND WASHER IN A HEDGE CORNER POST AND 3.0 FT (0.9 M) EAST OF A
 AC6149'CARSONITE WITNESS POST IN THE R/W FENCE. THE AZIMUTH MARK IS .25 MI
 AC6149'(0.40 KM) SOUTH IN THE NORTHWEST ANGLE OF THE INTERSECTION OF ERHARDT
 AC6149'RD.  WITH ROUTE WW.  IT IS 7.1 FT (2.2 M) SOUTHWEST OF A STOP SIGN
 AC6149'POST, 21.3 FT (6.5 M) WEST OF AN ASPHALT NAIL IN THE CENTER LINE OF
 AC6149'ERHARDT, 26.9 FT (8.2 M) NORTH OF THE EDGE OF ROUTE WW PAVEMENT, 10.9
 AC6149'FT (3.3 M) EAST OF THE WEST CORNER OF THE NORTH HEADWALL OF THE
 AC6149'CULVERT AND 8.6 FT (2.6 M) SOUTH OF THE NORTH CORNER OF THE NORTH
 AC6149'HEADWALL. TO REACH THE STATION FROM THE CENTER OF I-44 EXIT 225 AT
 AC6149'SULLIVAN, MO GO NORTHWEST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION WITH
 AC6149'THE NORTH OUTER ROAD (MO.  HWY.  185) .  TURN LEFT AND GO SOUTHWEST ON
 AC6149'185 FOR 0.35 MI (0.56 KM) TO THE JUNCTION WITH ROUTE WW, (HWY.  185
 AC6149'TURNS WEST AND ROUTE WW GOES SOUTHWEST AS NORTH OUTER ROAD OF I-44) .
 AC6149'VEER LEFT AND GO SOUTHWEST ON ROUTE WW FOR 0.9 MI (1.4 KM) TO
 AC6149'Y-JUNCTION WHERE WW TURNS WEST AND LEAVES OUTER ROAD.  VEER RIGHT AND
 AC6149'GO WEST ON WW FOR 1.35 MI (2.17 KM) TO ERHARDT RD.  AND AZIMUTH MARK
 AC6149'IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO NORTH
 AC6149'ON ERHARDT FOR .25 MI (0.40 KM) TO STATION ON THE LEFT (WEST) SIDE OF
 AC6149'ROAD AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6150 ***********************************************************************
 AC6150  DESIGNATION -  CR 07
 AC6150  PID         -  AC6150
 AC6150  STATE/COUNTY-  MO/CRAWFORD
 AC6150  USGS QUAD   -  ARGO (1980)
 AC6150
 AC6150                         *CURRENT SURVEY CONTROL
 AC6150  ___________________________________________________________________
 AC6150* NAD 83(1997)-  38 12 11.11866(N)    091 20 19.60158(W)     ADJUSTED  
 AC6150* NAVD 88     -       227.8    (meters)     747.     (feet)  GPS OBS   
 AC6150  ___________________________________________________________________
 AC6150  X           -    -117,256.113 (meters)                     COMP
 AC6150  Y           -  -5,017,304.274 (meters)                     COMP
 AC6150  Z           -   3,923,304.994 (meters)                     COMP
 AC6150  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 AC6150  ELLIP HEIGHT-         197.15  (meters)          (02/17/00) GPS OBS
 AC6150  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 AC6150
 AC6150  HORZ ORDER  -  FIRST
 AC6150  ELLP ORDER  -  FOURTH    CLASS I
 AC6150
 AC6150.The horizontal coordinates were established by GPS observations
 AC6150.and adjusted by the National Geodetic Survey in February 2000..
 AC6150
 AC6150.The orthometric height was determined by GPS observations and a
 AC6150.high-resolution geoid model.
 AC6150
 AC6150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6150
 AC6150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6150
 AC6150.The ellipsoidal height was determined by GPS observations
 AC6150.and is referenced to NAD 83.
 AC6150
 AC6150.The geoid height was determined by GEOID03.
 AC6150
 AC6150;                    North         East     Units Scale Factor Converg.
 AC6150;SPC MO E     -   263,305.803   176,535.954   MT  0.99999978   -0 31 07.6
 AC6150;UTM  15      - 4,229,652.780   645,452.532   MT  0.99986056   +1 01 39.2
 AC6150
 AC6150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6150!SPC MO E     -   0.99996907  x   0.99999978  =   0.99996885
 AC6150!UTM  15      -   0.99996907  x   0.99986056  =   0.99982963
 AC6150
 AC6150                          SUPERSEDED SURVEY CONTROL
 AC6150
 AC6150  NAD 83(1997)-  38 12 11.12432(N)    091 20 19.60228(W) AD(       ) 1
 AC6150  NAD 83(1986)-  38 12 11.13255(N)    091 20 19.60208(W) AD(       ) 1
 AC6150
 AC6150.Superseded values are not recommended for survey control.
 AC6150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6150.See file dsdata.txt to determine how the superseded data were derived.
 AC6150
 AC6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4545329653(NAD 83)
 AC6150_MARKER: DD = SURVEY DISK
 AC6150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6150_STAMPING: CR-07 1994
 AC6150_MARK LOGO: MODNR 
 AC6150_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6150+STABILITY: SURFACE MOTION
 AC6150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6150+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6150
 AC6150  HISTORY     - Date     Condition        Report By
 AC6150  HISTORY     - 1994     MONUMENTED       MODNR
 AC6150
 AC6150                          STATION DESCRIPTION
 AC6150
 AC6150'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6150'THE STATION IS A STANDARD MO DNR GRS MONUMENT. THE STATION IS LOCATED
 AC6150'ABOUT 5.5 MI (8.9 KM) NORTHWEST OF BOURBON, MO AND 1.5 MI (2.4 KM) NNW
 AC6150'OF THE SMALL COMMUNITY OF ARGO, MO ON THE EAST R/W OF ARGO ROAD IN THE
 AC6150'BOTTOM AREA OF ROCKY BRANCH CREEK.  IT IS 415 FT (126.5 M) SOUTH OF A
 AC6150'RIGHT ANGLE CURVE IN THE ROAD LEADING TO A FORD OF THE CREEK, 200 FT
 AC6150'(61.0 M) SOUTH OF AN ELM ON THE WEST SIDE OF THE ROAD WITH A SIGN
 AC6150'INDICATING END OF FRANKLIN COUNTY MAINTENANCE, 20.2 FT (6.2 M)
 AC6150'NORTHEAST OF A C.P.S.  IN THE CENTER LINE OF ROAD, 16.9 FT (5.2 M)
 AC6150'EAST OF ANOTHER, 20.5 FT (6.2 M) SOUTHEAST OF A THIRD C.P.S.  IN THE
 AC6150'CENTER LINE OF ARGO ROAD AND 3.3 FT (1.0 M) WEST OF A CARSONITE
 AC6150'WITNESS POST AT THE R/W FENCE. TO REACH THE STATION FROM THE CENTER OF
 AC6150'I-44 EXIT 218 AT BOURBON, MO FOLLOW ROUTE C NORTHWESTERLY FOR 5.5 MI
 AC6150'(8.9 KM) TO ARGO ROAD.  TURN RIGHT AND GO NORTH ON ARGO FOR 3/4 MI TO
 AC6150'A JUNCTION WHERE ARGO TURNS WEST AND ANOTHER COUNTY ROAD GOES EAST,
 AC6150'TURN LEFT AND CONTINUE TO FOLLOW ARGO WESTERLY AND NORTHERLY FOR 0.85
 AC6150'MI (1.37 KM) TO STATION ON THE RIGHT (EAST) SIDE OF ROAD AS DESCRIBED.
 AC6150'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK. DATE OF REPORT
 AC6150'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6151 ***********************************************************************
 AC6151  DESIGNATION -  CR 08
 AC6151  PID         -  AC6151
 AC6151  STATE/COUNTY-  MO/CRAWFORD
 AC6151  USGS QUAD   -  ARGO (1980)
 AC6151
 AC6151                         *CURRENT SURVEY CONTROL
 AC6151  ___________________________________________________________________
 AC6151* NAD 83(1997)-  38 12 21.86396(N)    091 22 12.03069(W)     ADJUSTED  
 AC6151* NAVD 88     -       231.4    (meters)     759.     (feet)  GPS OBS   
 AC6151  ___________________________________________________________________
 AC6151  X           -    -119,986.053 (meters)                     COMP
 AC6151  Y           -  -5,017,037.540 (meters)                     COMP
 AC6151  Z           -   3,923,567.541 (meters)                     COMP
 AC6151  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AC6151  ELLIP HEIGHT-         200.69  (meters)          (02/17/00) GPS OBS
 AC6151  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AC6151
 AC6151  HORZ ORDER  -  FIRST
 AC6151  ELLP ORDER  -  FOURTH    CLASS I
 AC6151
 AC6151.The horizontal coordinates were established by GPS observations
 AC6151.and adjusted by the National Geodetic Survey in February 2000..
 AC6151
 AC6151.The orthometric height was determined by GPS observations and a
 AC6151.high-resolution geoid model.
 AC6151
 AC6151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6151
 AC6151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6151
 AC6151.The ellipsoidal height was determined by GPS observations
 AC6151.and is referenced to NAD 83.
 AC6151
 AC6151.The geoid height was determined by GEOID03.
 AC6151
 AC6151;                    North         East     Units Scale Factor Converg.
 AC6151;SPC MO E     -   263,662.332   173,803.723   MT  1.00000481   -0 32 17.2
 AC6151;UTM  15      - 4,229,935.406   642,712.076   MT  0.99985083   +1 00 29.9
 AC6151
 AC6151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6151!SPC MO E     -   0.99996851  x   1.00000481  =   0.99997332
 AC6151!UTM  15      -   0.99996851  x   0.99985083  =   0.99981935
 AC6151
 AC6151                          SUPERSEDED SURVEY CONTROL
 AC6151
 AC6151  NAD 83(1997)-  38 12 21.86968(N)    091 22 12.03140(W) AD(       ) 1
 AC6151  NAD 83(1986)-  38 12 21.87789(N)    091 22 12.03124(W) AD(       ) 1
 AC6151
 AC6151.Superseded values are not recommended for survey control.
 AC6151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6151.See file dsdata.txt to determine how the superseded data were derived.
 AC6151
 AC6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4271229935(NAD 83)
 AC6151_MARKER: DD = SURVEY DISK
 AC6151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6151_STAMPING: CR-08 1994
 AC6151_MARK LOGO: MODNR 
 AC6151_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6151+STABILITY: SURFACE MOTION
 AC6151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6151+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6151
 AC6151  HISTORY     - Date     Condition        Report By
 AC6151  HISTORY     - 1994     MONUMENTED       MODNR
 AC6151
 AC6151                          STATION DESCRIPTION
 AC6151
 AC6151'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6151'STATION AND AZIMUTH ARE STANDARD MO DNR GRS INSTALLATIONS. THE STATION
 AC6151'IS LOCATED ABOUT 10 MI (16.1 KM) NNE OF CUBA, MO, 8 MI (12.9 KM)
 AC6151'NORTHWEST OF BOURBON, MO AND 1000 FT (304.8 M) NORTHWEST OF THE
 AC6151'SOUTHWEST CORNER OF FRANKLIN COUNTY ON THE SOUTH R/W OF SMITH ROAD.
 AC6151'IT IS 18.5 FT (5.6 M) SOUTH OF A CPS IN THE CENTER LINE OF SMITH RD.,
 AC6151'47.0 FT (14.3 M) SOUTHWEST OF AN ALUMINUM NAIL IN A STUMP FENCE POST
 AC6151'ON THE NORTH SIDE OF SMITH RD., 4.5 FT (1.4 M) NORTHWEST OF A NAIL AND
 AC6151'WASHER IN AN END FENCE POST, 5.8 FT (1.8 M) NORTHEAST OF A NAIL AND
 AC6151'WASHER IN A BRACE FENCE POST AND 3 FT (0.9 M) NORTH OF A CARSONITE
 AC6151'WITNESS POST AT THE FENCE. THE AZIMUTH MARK IS .5 MI (0.8 KM) NORTH ON
 AC6151'THE SOUTH R/W OF PARSHALL ROAD.  IT IS 14 FT (4.3 M) SOUTH OF THE
 AC6151'CENTER LINE, 38.1 FT (11.6 M) WEST OF AN ALUMINUM NAIL IN A 29 IN OAK,
 AC6151'31.0 FT (9.4 M) WEST OF A NAIL AND WASHER IN THE EAST GATE POST OF A
 AC6151'FIELD ENTRANCE, 2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST AT
 AC6151'THE FENCE AND 41.1 FT (12.5 M) SOUTHEAST OF A NAIL AND WASHER IN A
 AC6151'CORNER FENCE POST ON THE NORTH SIDE OF PARSHALL ROAD. TO REACH THE
 AC6151'STATION FROM I-44 EXIT 218 AT BOURBON, MO, FOLLOW ROUTE C WESTERLY AND
 AC6151'NORTHWESTERLY FOR 7.3 MI (11.7 KM) TO SMITH ROAD, TURN RIGHT AND
 AC6151'FOLLOW SMITH ROAD NORTHWESTERLY FOR 1.3 MI (2.1 KM) TO A BRIDGE OVER
 AC6151'THREE MILE CREEK.  CONTINUE WESTERLY FOR 400 FT (121.9 M) TO THE EAST
 AC6151'END OF A FENCE ON THE LEFT (SOUTH) SIDE OF SMITH ROAD AND STATION AS
 AC6151'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND
 AC6151'NORTH FOR 0.35 MI (0.56 KM) TO THE END OF SMITH ROAD AT JUNCTION
 AC6151'(SMITH ENDS, PARSHALL GOES NORTH AND OAK HILL RD.  GOES WEST) .
 AC6151'CONTINUE NORTH AND EAST ON PARSHALL ROAD FOR.5 MI TO THE STATION ON
 AC6151'THE RIGHT (SOUTH) SIDE OPPOSITE A PRIVATE ENTRANCE DRIVE FOR RR1 - BOX
 AC6151'149. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6152 ***********************************************************************
 AC6152  DESIGNATION -  CR 09
 AC6152  PID         -  AC6152
 AC6152  STATE/COUNTY-  MO/CRAWFORD
 AC6152  USGS QUAD   -  SULLIVAN (1980)
 AC6152
 AC6152                         *CURRENT SURVEY CONTROL
 AC6152  ___________________________________________________________________
 AC6152* NAD 83(1997)-  38 11 30.93855(N)    091 09 57.70770(W)     ADJUSTED  
 AC6152* NAVD 88     -       292.47   (meters)     959.5    (feet)  LEVELING  
 AC6152  ___________________________________________________________________
 AC6152  X           -    -102,144.926 (meters)                     COMP
 AC6152  Y           -  -5,018,451.990 (meters)                     COMP
 AC6152  Z           -   3,922,371.494 (meters)                     COMP
 AC6152  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AC6152  ELLIP HEIGHT-         262.09  (meters)          (02/17/00) GPS OBS
 AC6152  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 AC6152
 AC6152  HORZ ORDER  -  FIRST
 AC6152  VERT ORDER  -  THIRD ?
 AC6152  ELLP ORDER  -  FOURTH    CLASS I
 AC6152
 AC6152.The horizontal coordinates were established by GPS observations
 AC6152.and adjusted by the National Geodetic Survey in February 2000..
 AC6152
 AC6152.The orthometric height was determined by differential leveling.
 AC6152.The vertical network tie was performed by a horz. field party for horz.
 AC6152.obs reductions. Reset procedures were used to establish the elevation.
 AC6152
 AC6152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6152
 AC6152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6152
 AC6152.The ellipsoidal height was determined by GPS observations
 AC6152.and is referenced to NAD 83.
 AC6152
 AC6152.The geoid height was determined by GEOID03.
 AC6152
 AC6152;                    North         East     Units Scale Factor Converg.
 AC6152;SPC MO E     -   261,944.089   191,657.321   MT  0.99997524   -0 24 42.5
 AC6152;UTM  15      - 4,228,699.667   660,603.644   MT  0.99991767   +1 08 03.1
 AC6152
 AC6152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6152!SPC MO E     -   0.99995888  x   0.99997524  =   0.99993412
 AC6152!UTM  15      -   0.99995888  x   0.99991767  =   0.99987655
 AC6152
 AC6152                          SUPERSEDED SURVEY CONTROL
 AC6152
 AC6152  NAD 83(1997)-  38 11 30.94035(N)    091 09 57.70778(W) AD(       ) 1
 AC6152  NAD 83(1986)-  38 11 30.95302(N)    091 09 57.70742(W) AD(       ) 1
 AC6152
 AC6152.Superseded values are not recommended for survey control.
 AC6152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6152.See file dsdata.txt to determine how the superseded data were derived.
 AC6152
 AC6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6060428700(NAD 83)
 AC6152_MARKER: DD = SURVEY DISK
 AC6152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6152_STAMPING: CR-09 1995
 AC6152_MARK LOGO: MODNR 
 AC6152_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6152+STABILITY: SURFACE MOTION
 AC6152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6152+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6152
 AC6152  HISTORY     - Date     Condition        Report By
 AC6152  HISTORY     - 1995     MONUMENTED       MODNR
 AC6152
 AC6152                          STATION DESCRIPTION
 AC6152
 AC6152'DESCRIBED BY MO DEPT OF NAT RES 1995
 AC6152'THE STATION AND AZIMUTH MARKS ARE DNR ALUMINUM G.R.S.  DISKS STAMPED
 AC6152'FOR IDENTIFICATION AND SET IN 12 INCH DIAMETER CONCRETE POSTS FLUSH
 AC6152'WITH THE GROUND SURFACE. THE STATION IS 39.4 FT (12.0 M) ENE OF THE
 AC6152'CENTER LINE OF SAPPINGTON BRIDGE ROAD, 68.5 FT (20.9 M) SOUTHEAST OF A
 AC6152'NAIL AND SHINER IN A GUY POST, 81.7 FT (24.9 M) WNW OF THE CENTER LINE
 AC6152'OF MO.  ROUTE D, AND 2.0 FT (0.6 M) NORTH OF A SIGN POST. THE AZIMUTH
 AC6152'MARK IS 33.8 FT (10.3 M) SOUTHWEST OF A NAIL AND SHINER IN A POWER
 AC6152'POLE, 68.6 FT (20.9 M) WEST OF A RIGHT-OF-WAY POST, 34.5 FT (10.5 M)
 AC6152'NORTHEAST OF THE CENTER LINE OF MO.  ROUTE D, AND 44.7 FT (13.6 M)
 AC6152'SOUTHEAST OF A PIPE FENCE POST. TO REACH THE STATION FROM THE
 AC6152'INTERSECTION OF ROUTE D AND ROUTE 185 AT EXIT 225 ON I-44 IN SULLIVAN,
 AC6152'MO, GO SOUTHWEST ON ROUTE D (OUTER ROAD) 0.45 MI (0.72 KM) WHERE ROUTE
 AC6152'D DEPARTS OUTER ROAD AND RUNS SOUTHEAST.  CONTINUE SOUTHEAST ON ROUTE
 AC6152'D FOR 0.75 MI (1.21 KM) TO THE INTERSECTION OF ROUTE D AND SAPPINGTON
 AC6152'RD., CONTINUE SOUTHEAST ON ROUTE D FOR 0.5 MI (0.8 KM) TO THE JUNCTION
 AC6152'OF ROUTE D/SAPPINGTON RD.  AND CAROL STREET.  TURN RIGHT ON CAROL
 AC6152'STREET AND THEN RIGHT AGAIN ON SAPPINGTON BRIDGE RD.  AND GO
 AC6152'NORTHWESTERLY ON SAPPINGTON RD.  PARALLEL TO ROUTE D FOR 0.2 MI (0.3
 AC6152'KM) TO THE STATION ON THE RIGHT IN THE AREA BETWEEN HIGHWAY D AND
 AC6152'SAPPINGTON BRIDGE RD. TO REACH THE AZIMUTH MARK FROM THE INTERSECTION
 AC6152'OF ROUTE D AND CAROL STREET, GO NORTHWEST ON ROUTE D FOR 0.5 MI (0.8
 AC6152'KM) TO THE INTERSECTION OF ROUTE D AND SAPPINGTON RD.  PROCEED THROUGH
 AC6152'THE INTERSECTION AND PARK.  AZIMUTH MARK IS ON THE RIGHT. 10/4/95 -
 AC6152'STATION RECOVERED IN GOOD CONDITION BY MODNR DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1322 ***********************************************************************
 KE1322  DESIGNATION -  CRAB
 KE1322  PID         -  KE1322
 KE1322  STATE/COUNTY-  MO/RAY
 KE1322  USGS QUAD   -  EXCELSIOR SPRINGS (1990)
 KE1322
 KE1322                         *CURRENT SURVEY CONTROL
 KE1322  ___________________________________________________________________
 KE1322* NAD 83(1997)-  39 20 14.17500(N)    094 09 45.51801(W)     ADJUSTED  
 KE1322* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 KE1322  ___________________________________________________________________
 KE1322  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 KE1322  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KE1322
 KE1322  HORZ ORDER  -  SECOND
 KE1322
 KE1322.The horizontal coordinates were established by classical geodetic methods
 KE1322.and adjusted by the National Geodetic Survey in February 2000..
 KE1322
 KE1322.The orthometric height was scaled from a topographic map.
 KE1322
 KE1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1322
 KE1322.The geoid height was determined by GEOID03.
 KE1322
 KE1322;                    North         East     Units Scale Factor Converg.
 KE1322;SPC MO W     -   351,944.833   879,083.022   MT  0.99995159   +0 12 49.8
 KE1322;UTM  15      - 4,354,849.430   399,802.961   MT  0.99972361   -0 44 13.4
 KE1322
 KE1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1322!SPC MO W     -   0.99995333  x   0.99995159  =   0.99990492
 KE1322!UTM  15      -   0.99995333  x   0.99972361  =   0.99967695
 KE1322
 KE1322|---------------------------------------------------------------------|
 KE1322| PID    Reference Object                     Distance      Geod. Az  |
 KE1322|                                                           dddmmss.s |
 KE1322| CL6309 CRAB RM 1                            26.607 METERS 06803     |
 KE1322| CL6311 CRAB RM 3                            26.569 METERS 06804     |
 KE1322| CL6308 CRAB AZ MK                                         0700810.4 |
 KE1322| CL6313 CRAB RM 5 AZIMUTH                                  1894844.6 |
 KE1322| KE1318 EXCELSIOR SPRINGS VET HOSP TK       APPROX. 5.8 KM 2653521.3 |
 KE1322| KE1321 KANSAS CITY CHICAGO AWY BCN 2       384.455 METERS 27523     |
 KE1322| KE1320 EXCELSIOR SPRINGS MO L P TK         APPROX. 4.7 KM 2793719.9 |
 KE1322| CL6312 CRAB RM 4                            25.100 METERS 29611     |
 KE1322| CL6310 CRAB RM 2                            25.104 METERS 29616     |
 KE1322|---------------------------------------------------------------------|
 KE1322
 KE1322                          SUPERSEDED SURVEY CONTROL
 KE1322
 KE1322  NAD 83(1997)-  39 20 14.17549(N)    094 09 45.51898(W) AD(       ) 2
 KE1322  NAD 83(1986)-  39 20 14.18097(N)    094 09 45.51571(W) AD(       ) 2
 KE1322  NAD 27      -  39 20 14.15251(N)    094 09 44.72201(W) AD(       ) 2
 KE1322
 KE1322.Superseded values are not recommended for survey control.
 KE1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1322.See file dsdata.txt to determine how the superseded data were derived.
 KE1322
 KE1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9980354849(NAD 83)
 KE1322_MARKER: DS = TRIANGULATION STATION DISK
 KE1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1322_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1322_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KE1322
 KE1322  HISTORY     - Date     Condition        Report By
 KE1322  HISTORY     - 1949     MONUMENTED       CGS
 KE1322  HISTORY     - 1964     GOOD             CGS
 KE1322  HISTORY     - 1973     GOOD             NGS
 KE1322  HISTORY     - 1980     GOOD             LOCENG
 KE1322  HISTORY     - 1980     GOOD             NGS
 KE1322
 KE1322                          STATION DESCRIPTION
 KE1322
 KE1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1322'THE STATION IS LOCATED ABOUT 3-1/4 MILES EAST OF EXCELSIOR SPRINGS
 KE1322'AND 0.1 MILE SOUTH OF STATE ROUTE NO 10 ON THE SOUTH RIGHT-OF-WAY
 KE1322'OF AN OLD EAST-WEST SECTION LINE ROAD.  IT IS 19 FEET SOUTH OF
 KE1322'THE CENTER OF THE OLD ROAD AND 2-1/2 FEET WEST OF WITNESS POST.
 KE1322'IT IS STAMPED CRAB 1949 AND PROJECTS 3 INCHES.
 KE1322'
 KE1322'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN THE SOUTH
 KE1322'EDGE OF AN OLD FIELD 20 FEET NORTH OF THE CENTER OF THE OLD
 KE1322'SECTION LINE ROAD.  IT IS STAMPED CRAB NO 1 1949 AND PROJECTS 4
 KE1322'INCHES.
 KE1322'
 KE1322'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET IN THE SOUTH
 KE1322'EDGE OF AN OLD FIELD 20 FEET NORTH OF THE CENTER OF THE OLD
 KE1322'SECTION LINE ROAD.  IT IS STAMPED CRAB NO 2 1949 AND PROJECTS 3
 KE1322'INCHES.
 KE1322'
 KE1322'THE AZIMUTH MARK IS ABOUT 0.8 MILE NORTHEAST OF THE STATION, 30
 KE1322'FEET NORTH OF THE CENTER OF STATE ROUTE NO 10, 8 FEET WEST OF
 KE1322'CENTER OF DRIVEWAY INTO OLD FARM LOT, 2-1/2 FEET WEST OF WITNESS
 KE1322'POST AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED CRAB 1949 AND
 KE1322'PROJECTS 3 INCHES.  TO REACH FROM THE STATION, GO WEST FOR 0.1
 KE1322'MILE, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO STATE ROUTE NO 10,
 KE1322'TURN RIGHT AND GO EAST-NORTHEAST ON NO 10 FOR 0.7 MILES TO THE
 KE1322'MARK ON THE NORTH SIDE AS DESCRIBED.
 KE1322'
 KE1322'TO REACH THE STATION FROM THE POST OFFICE IN EXCELSIOR SPRINGS,
 KE1322'GO EAST ON STATE ROUTE NO 10 FOR 3.65 MILES TO A T-ROAD RIGHT
 KE1322'JUST AFTER PASSING AN AIRWAY BEACON ON THE RIGHT, TURN RIGHT AND
 KE1322'GO SOUTH FOR 0.1 MILE TO SIDE ROAD LEFT JUST AFTER PASSING
 KE1322'TWO HOUSES ON THE LEFT, TURN LEFT AND GO EAST ON OLD SECTION LINE
 KE1322'ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 KE1322'
 KE1322'A 100 FOOT SIGNAL AT STATION POLO IS VISIBLE AT 50 FEET.
 KE1322'
 KE1322'A 74 FOOT SIGNAL AT STATION KNOXVILLE IS VISIBLE AT 50 FEET.
 KE1322'
 KE1322'A 100 FOOT SIGNAL AT STATION MILLVILLE IS VISIBLE AT 50 FEET.
 KE1322'
 KE1322'AN 87 FOOT SIGNAL AT STATION RICHMOND IS VISIBLE AT 37 FEET.
 KE1322'
 KE1322'AN 87 FOOT SIGNAL AT STATION CAMPBELL IS VISIBLE AT 4 FEET.
 KE1322'
 KE1322'A 100 FOOT SIGNAL AT STATION INDEPENDENCE 1934 IS VISIBLE AT 4
 KE1322'FEET.
 KE1322'
 KE1322'A 74 FOOT SIGNAL AT STATION MINTER IS VISIBLE AT 12 FEET.
 KE1322'
 KE1322'A 100 FOOT SIGNAL AT STATION ADAMS 1934 IS VISIBLE AT 4 FEET.
 KE1322'
 KE1322'A 10 FOOT SIGNAL AT STATION KEARNEY IS VISIBLE AT 12 FEET.
 KE1322'
 KE1322'A 74 FOOT SIGNAL AT STATION EXCELSIOR IS VISIBLE AT 4 FEET.
 KE1322'
 KE1322'A 74 FOOT SIGNAL AT STATION HOLT IS VISIBLE AT 4 FEET.
 KE1322'
 KE1322'A 74 FOOT SIGNAL AT STATION LAWSON IS VISIBLE AT 6 FEET.
 KE1322'
 KE1322'A 100 FOOT SIGNAL AT STATION LATHROP IS VISIBLE AT 4 FEET.
 KE1322'
 KE1322'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KE1322
 KE1322                          STATION RECOVERY (1964)
 KE1322
 KE1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KE1322'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1322'IN GOOD CONDITION.  A FEW ADDITIONAL NOTES AND A NEW TO REACH
 KE1322'FOLLOW.
 KE1322'
 KE1322'STATION IS 236 FEET WEST OF THE NORTH GATE POST FOR A STEEL GATE,
 KE1322'11 FEET NORTH OF THE CENTER OF DRIVEWAY OR LANE LEADIN TO
 KE1322'MR. BURKES FARM BUILDINGS, 2 FEET NORTH OF FENCE, AND 1 FOOT EAST
 KE1322'OF A NEW STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 2 INCHES
 KE1322'AND THE DISK IS STAMPED CRAB 1949.
 KE1322'
 KE1322'TO REACH THE STATION FROM THE POST OFFICE IN EXCELSIOR SPRINGS,
 KE1322'GO EAST ON STATE HIGHWAY 10 FOR 3.7 MILES TO THE JUNCTION OF
 KE1322'COUNTY ROAD O SOUTH.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD O
 KE1322'FOR 0.1 MILE TO A PRIVATE ROAD GOING EAST.  TURN LEFT THROUGH
 KE1322'GATE AND GO EAST ON TRACK ROAD ALONG THE SOUTH SIDE OF FENCE FOR
 KE1322'0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 KE1322
 KE1322                          STATION RECOVERY (1973)
 KE1322
 KE1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KE1322'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 KE1322'IN GOOD CONDITION.  THE REFERENCE MARKS WERE FOUND PUSHED OVER.
 KE1322'DUE TO CONSTRUCTION OF A TRAILER PARK AT THE SITE OF THE AZIMUTH
 KE1322'MARK, REFERENCE MARK 5 WAS ESTABLISHED FOR THE AZIMUTH MARK,
 KE1322'REFERENCE MARKS 3 AND 4 WERE ALSO ESTABLISHED AT THIS TIME.
 KE1322'FOLLOWING IS A NEW COMPLETE DESCRIPTION-
 KE1322'
 KE1322'THE STATION IS LOCATED ABOUT 3-1/4 MILES EAST OF EXCELSIOR SPRINGS
 KE1322'AND 0.1 MILE SOUTH OF STATE HIGHWAY 10 AND ON THE NORTH SIDE OF A
 KE1322'TRACK ROAD LEADING TO THE BURKE FARM BUILDINGS.
 KE1322'
 KE1322'TO REACH THE STATION FROM THE POST OFFICE IN EXCELSIOR SPRINGS,
 KE1322'GO EAST ON STATE HIGHWAY 10 FOR 3.7 MILES TO COUNTY ROAD O ON
 KE1322'THE RIGHT.  TURN RIGHT AND GO SOUTH ON ROAD O FOR 0.1 MILE TO A
 KE1322'GRAVELED AND TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 KE1322'EAST ALONG SOUTH SIDE OF AN EAST-WEST ROW OF TREES FOR 0.1 MILE
 KE1322'TO THE STATION ON THE LEFT AT A CLEARING IN THE ROW OF TREES.
 KE1322'
 KE1322'THE STATION MARK IS A STANDARD DISK STAMPED CRAB 1949, SET IN
 KE1322'THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND
 KE1322'SURFACE.  IT IS 13 FEET NORTH OF THE CENTER OF THE ROAD AND 1.5
 KE1322'FEET EAST OF A METAL WITNESS POST.
 KE1322'
 KE1322'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CRAB 1949 NO 3 1973,
 KE1322'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 KE1322'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET NORTH OF THE
 KE1322'CENTER OF THE ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.
 KE1322'
 KE1322'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CRAB 1949 NO 4 1973,
 KE1322'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 KE1322'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET NORTH OF THE
 KE1322'CENTER OF THE ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.
 KE1322'
 KE1322'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CRAB 1949 NO 5 1973,
 KE1322'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 KE1322'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND PROJECTS
 KE1322'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET WEST OF THE
 KE1322'CENTER OF ROAD O, 33 FEET SOUTH OF A POWER POLE, 1 FOOT NORTH
 KE1322'OF A METAL WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 KE1322'
 KE1322'TO REACH THE REFERENCE MARK 5 FROM THE STATION, GO WEST FOR 0.1
 KE1322'MILE TO ROAD O, TURN LEFT AND GO SOUTH FOR 0.55 MILE TO THE MARK
 KE1322'ON THE RIGHT.
 KE1322'
 KE1322'NOTE- AZIMUTH MARK LEFT INTACT, CHANCE IT MAY NOT BE DESTROYED.
 KE1322'
 KE1322'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/4 MILES
 KE1322'EAST OF EXCELSIOR SPRINGS.
 KE1322
 KE1322                          STATION RECOVERY (1980)
 KE1322
 KE1322'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 KE1322'RM 5 AZ. MK. 1973 FOUND - LOOSE.
 KE1322'
 KE1322'CRAB 1949 FOUND - GOOD.
 KE1322'
 KE1322'RM 3 AND RM 4 DID NOT SEARCH.
 KE1322
 KE1322                          STATION RECOVERY (1980)
 KE1322
 KE1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KE1322'SURFACE STATION MARK, REFERENCE MARKS 3, 4, 5 AND THE AZIMUTH MARK
 KE1322'WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED EXCEPT
 KE1322'THE LINE OF TREES MENTIONED IN THE 1973 RECOVERY OF THE STATION HAVE
 KE1322'BEEN REMOVED.  THE BRUSH WAS LYING OVER THE STATION MARK AND
 KE1322'REFERENCE MARKS 3 AND 4, PREVENTING OCCUPATION OF THE
 KE1322'STATION.  REFERENCE MARK 5 WAS REPORTED LOOSE, HOWEVER, THIS IS A
 KE1322'BASE PLATE ROD MARK AND BY NATURE CAN BE MOVED SLIGHTLY BY MOVING THE
 KE1322'DISK.  THE TRAILER PARK BUILT IN 1973 IS VACANT AND THE AZIMUTH MARK
 KE1322'IS STILL IN PLACE.  A WITNESS POST WAS PLACED AT THE MARK.  AZIMUTH
 KE1322'MARK IS NOT V.G.
 KE1322'
 KE1322'THE PROPERTY THE STATION IS LOCATED UPON IS PRESENTLY BEING OFFERED
 KE1322'FOR SALE AND WILL PROBABLY BE UNDER NEW OWNERSHIP SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1510 ***********************************************************************
 LF1510  DESIGNATION -  CRABTREE
 LF1510  PID         -  LF1510
 LF1510  STATE/COUNTY-  MO/NODAWAY
 LF1510  USGS QUAD   -  MARYVILLE WEST (1984)
 LF1510
 LF1510                         *CURRENT SURVEY CONTROL
 LF1510  ___________________________________________________________________
 LF1510* NAD 83(1997)-  40 20 59.41984(N)    094 54 48.48086(W)     ADJUSTED  
 LF1510* NAVD 88     -       348.1    (meters)    1142.     (feet)  VERTCON   
 LF1510  ___________________________________________________________________
 LF1510  X           -    -416,940.065 (meters)                     COMP
 LF1510  Y           -  -4,850,000.441 (meters)                     COMP
 LF1510  Z           -   4,107,871.577 (meters)                     COMP
 LF1510  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LF1510  ELLIP HEIGHT-         316.80  (meters)          (02/17/00) GPS OBS
 LF1510  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LF1510
 LF1510  HORZ ORDER  -  THIRD
 LF1510  ELLP ORDER  -  FOURTH    CLASS I
 LF1510
 LF1510.This mark is at Rankin Airport (78Y)
 LF1510.This mark is at Maryville Mem Airport (EVU)
 LF1510
 LF1510.The horizontal coordinates were established by GPS observations
 LF1510.and adjusted by the National Geodetic Survey in February 2000..
 LF1510
 LF1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1510
 LF1510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1510
 LF1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1510
 LF1510.The ellipsoidal height was determined by GPS observations
 LF1510.and is referenced to NAD 83.
 LF1510
 LF1510.The geoid height was determined by GEOID03.
 LF1510
 LF1510;                    North         East     Units Scale Factor Converg.
 LF1510;SPC MO W     -   464,393.082   814,875.325   MT  0.99995636   -0 16 03.7
 LF1510;UTM  15      - 4,468,344.286   337,498.672   MT  0.99992506   -1 14 20.9
 LF1510
 LF1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1510!SPC MO W     -   0.99995031  x   0.99995636  =   0.99990667
 LF1510!UTM  15      -   0.99995031  x   0.99992506  =   0.99987537
 LF1510
 LF1510:                Primary Azimuth Mark                     Grid Az
 LF1510:SPC MO W     -  CRABTREE AZ MK                           327 40 13.5
 LF1510:UTM  15      -  CRABTREE AZ MK                           328 38 30.7
 LF1510
 LF1510|---------------------------------------------------------------------|
 LF1510| PID    Reference Object                     Distance      Geod. Az  |
 LF1510|                                                           dddmmss.s |
 LF1510| LF1511 CRABTREE AZ MK                      438.264 METERS 3272409.8 |
 LF1510|---------------------------------------------------------------------|
 LF1510
 LF1510                          SUPERSEDED SURVEY CONTROL
 LF1510
 LF1510  NAD 83(1997)-  40 20 59.41984(N)    094 54 48.48086(W) AD(       ) 3
 LF1510  NAD 83(1997)-  40 20 59.41751(N)    094 54 48.48393(W) AD(       ) 3
 LF1510  NAD 83(1986)-  40 20 59.42271(N)    094 54 48.46754(W) AD(       ) 3
 LF1510  NGVD 29 (10/04/91)  348.0    (m)         1142.     (f) GPS OBS        
 LF1510
 LF1510.Superseded values are not recommended for survey control.
 LF1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1510.See file dsdata.txt to determine how the superseded data were derived.
 LF1510
 LF1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE3749968344(NAD 83)
 LF1510_MARKER: I = METAL ROD
 LF1510_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1510_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1510_STAMPING: CRABTREE 1991
 LF1510_MARK LOGO: NGS   
 LF1510_PROJECTION: FLUSH
 LF1510_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1510+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LF1510_ROD/PIPE-DEPTH: 6.7  meters
 LF1510_SLEEVE-DEPTH  : 1.0 meters
 LF1510
 LF1510  HISTORY     - Date     Condition        Report By
 LF1510  HISTORY     - 1991     MONUMENTED       NGS
 LF1510  HISTORY     - 19990630 GOOD             MOHC
 LF1510
 LF1510                          STATION DESCRIPTION
 LF1510
 LF1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1510'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) WEST OF MARYVILLE, AT THE
 LF1510'MARYVILLE AIRPORT, AT THE JUNCTION OF THE TAXI AND RUNWAY 32.
 LF1510'OWNERSHIP--CITY OF MARYVILLE, CITY HALL, MARYVILLE, MO 64486. AIRPORT
 LF1510'MANAGER IS NOEL JURGENS, FBO, PHONE 816-582-2233.
 LF1510'TO REACH FROM THE COURTHOUSE LOCATED IN THE MIDDLE OF MARYVILLE, GO
 LF1510'SOUTH ON U.S. HIGHWAY 71 AND STATE ROUTE 46 FOR 0.21 KM (0.13 MI) TO
 LF1510'A CROSS STREET.  TURN RIGHT, WEST, ON STATE ROUTE 46 FOR 3.24 KM
 LF1510'(2.01 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT, NORTH, ON GRAVEL ROAD
 LF1510'FOR 0.36 KM (0.22 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT, NORTHWEST,
 LF1510'ON GRAVEL ROAD FOR 0.12 KM (0.07 MI) TO A GATE ON THE WEST SIDE OF A
 LF1510'CINDERBLOCK BUILDING.  PASS THROUGH GATE AND GO WESTERLY THEN
 LF1510'SOUTHWESTERLY ON APRON AND TAXI, CROSSING RUNWAY 18-36 FOR 0.25 KM
 LF1510'(0.16 MI) TO RUNWAY 14-32 AND THE STATION ON THE RIGHT.
 LF1510'STATION IS LOCATED 27.9 M (91.5 FT) NORTHEAST OF CENTER OF RUNWAY
 LF1510'14-32, 26.1 M (85.6 FT) NORTHWEST OF THE CENTER OF TAXI APPROACH,
 LF1510'13.3 M (43.6 FT) NORTHEAST OF FIRST RUNWAY LIGHT ON THE NORTHEAST
 LF1510'SIDE OF RUNWAY, IN LINE WITH HOLDING BARS.
 LF1510
 LF1510                          STATION RECOVERY (1999)
 LF1510
 LF1510'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 LF1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1511 ***********************************************************************
 LF1511  DESIGNATION -  CRABTREE AZ MK
 LF1511  PID         -  LF1511
 LF1511  STATE/COUNTY-  MO/NODAWAY
 LF1511  USGS QUAD   -  MARYVILLE WEST (1984)
 LF1511
 LF1511                         *CURRENT SURVEY CONTROL
 LF1511  ___________________________________________________________________
 LF1511* NAD 83(1997)-  40 21 11.39022(N)    094 54 58.48628(W)     ADJUSTED  
 LF1511* NAVD 88     -       347.0    (meters)    1138.     (feet)  VERTCON   
 LF1511  ___________________________________________________________________
 LF1511  X           -    -417,154.768 (meters)                     COMP
 LF1511  Y           -  -4,849,741.203 (meters)                     COMP
 LF1511  Z           -   4,108,152.279 (meters)                     COMP
 LF1511  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 LF1511  ELLIP HEIGHT-         315.73  (meters)          (02/17/00) GPS OBS
 LF1511  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LF1511
 LF1511  HORZ ORDER  -  THIRD
 LF1511  ELLP ORDER  -  FOURTH    CLASS I
 LF1511
 LF1511.This mark is at Rankin Airport (78Y)
 LF1511.This mark is at Maryville Mem Airport (EVU)
 LF1511
 LF1511.The horizontal coordinates were established by GPS observations
 LF1511.and adjusted by the National Geodetic Survey in February 2000..
 LF1511
 LF1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1511
 LF1511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1511
 LF1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1511
 LF1511.The ellipsoidal height was determined by GPS observations
 LF1511.and is referenced to NAD 83.
 LF1511
 LF1511.The geoid height was determined by GEOID03.
 LF1511
 LF1511;                    North         East     Units Scale Factor Converg.
 LF1511;SPC MO W     -   464,763.393   814,640.956   MT  0.99995656   -0 16 10.3
 LF1511;UTM  15      - 4,468,718.505   337,270.623   MT  0.99992598   -1 14 27.7
 LF1511
 LF1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1511!SPC MO W     -   0.99995047  x   0.99995656  =   0.99990704
 LF1511!UTM  15      -   0.99995047  x   0.99992598  =   0.99987646
 LF1511
 LF1511:                Primary Azimuth Mark                     Grid Az
 LF1511:SPC MO W     -  CRABTREE                                 147 40 13.6
 LF1511:UTM  15      -  CRABTREE                                 148 38 31.0
 LF1511
 LF1511|---------------------------------------------------------------------|
 LF1511| PID    Reference Object                     Distance      Geod. Az  |
 LF1511|                                                           dddmmss.s |
 LF1511| LF1510 CRABTREE                            438.264 METERS 1472403.3 |
 LF1511|---------------------------------------------------------------------|
 LF1511
 LF1511                          SUPERSEDED SURVEY CONTROL
 LF1511
 LF1511  NAD 83(1997)-  40 21 11.39022(N)    094 54 58.48628(W) AD(       ) 3
 LF1511  NAD 83(1997)-  40 21 11.38789(N)    094 54 58.48935(W) AD(       ) 3
 LF1511  NAD 83(1986)-  40 21 11.39310(N)    094 54 58.47295(W) AD(       ) 3
 LF1511  NGVD 29 (10/04/91)  346.9    (m)         1138.     (f) GPS OBS        
 LF1511
 LF1511.Superseded values are not recommended for survey control.
 LF1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1511.See file dsdata.txt to determine how the superseded data were derived.
 LF1511
 LF1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE3727168719(NAD 83)
 LF1511_MARKER: I = METAL ROD
 LF1511_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1511_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1511_STAMPING: CRABTREE AZ MK 1991
 LF1511_MARK LOGO: NGS   
 LF1511_PROJECTION: FLUSH
 LF1511_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1511+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LF1511_ROD/PIPE-DEPTH: 6.7  meters
 LF1511_SLEEVE-DEPTH  : 1.0 meters
 LF1511
 LF1511  HISTORY     - Date     Condition        Report By
 LF1511  HISTORY     - 1991     MONUMENTED       NGS
 LF1511
 LF1511                          STATION DESCRIPTION
 LF1511
 LF1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1511'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) WEST OF MARYVILLE, AT THE
 LF1511'MARYVILLE AIRPORT, 0.48 KM (0.30 MI) NORTHWEST OF THE SOUTHEAST END
 LF1511'OF AND ON THE NORTHEAST SIDE OF RUNWAY 14-32 AND AT A GRASS RAMP
 LF1511'LEADING NORTHEAST OVER A BARROW DITCH. OWNERSHIP--CITY OF MARYVILLE,
 LF1511'CITY HALL, MARYVILLE, MO 64486.  AIRPORT MANAGER IS NOEL JURGENS,
 LF1511'FBO, PHONE 816-582-2233.
 LF1511'TO REACH FROM THE COURTHOUSE LOCATED IN THE MIDDLE OF MARYVILLE, GO
 LF1511'SOUTH ON U.S. HIGHWAY 71 AND STATE ROUTE 46 FOR 0.21 KM (0.13 MI) TO
 LF1511'A CROSS STREET.  TURN RIGHT, WEST, ON STATE ROUTE 46 FOR 3.24 KM
 LF1511'(2.01 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT, NORTH, FOR 0.36 KM
 LF1511'(0.22 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT, NORTHWEST, ON GRAVEL
 LF1511'ROAD FOR 0.12 KM (0.07 MI) TO A GATE ON THE WEST SIDE OF A
 LF1511'CINDERBLOCK BUILDING. PASS THROUGH GATE AND GO WESTERLY THEN
 LF1511'SOUTHWESTERLY ON APRON AND TAXI, CROSSING RUNWAY 18-36 FOR 0.25 KM
 LF1511'(0.16 MI) TO RUNWAY 14-32. TURN RIGHT, NORTHWEST, ALONG THE NORTHEAST
 LF1511'SIDE OF RUNWAY 14-32 FOR 0.45 KM (0.28 MI) TO A GRASS RAMP LEADING
 LF1511'NORTHEAST OVER DITCH AND THE STATION.
 LF1511'STATION IS LOCATED 21.0 M (68.9 FT) NORTHEAST OF CENTER OF RUNWAY
 LF1511'14-32, 11.0 M (36.1 FT) NORTH OF A RUNWAY LIGHT, 7.3 M (24.0 FT)
 LF1511'SOUTH-SOUTHWEST OF THE SOUTHEAST END OF A 20-INCH CORRUGATED METAL
 LF1511'PIPE CULVERT, 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST AND
 LF1511'0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1352 ***********************************************************************
 LF1352  DESIGNATION -  CRAIG
 LF1352  PID         -  LF1352
 LF1352  STATE/COUNTY-  MO/HOLT
 LF1352  USGS QUAD   -  CORNING (1984)
 LF1352
 LF1352                         *CURRENT SURVEY CONTROL
 LF1352  ___________________________________________________________________
 LF1352* NAD 83(1997)-  40 13 02.16418(N)    095 22 42.21699(W)     ADJUSTED  
 LF1352* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 LF1352  ___________________________________________________________________
 LF1352  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 LF1352  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LF1352
 LF1352  HORZ ORDER  -  FIRST
 LF1352
 LF1352.The horizontal coordinates were established by classical geodetic methods
 LF1352.and adjusted by the National Geodetic Survey in February 2000..
 LF1352
 LF1352.The orthometric height was scaled from a topographic map.
 LF1352
 LF1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1352
 LF1352.The geoid height was determined by GEOID03.
 LF1352
 LF1352;                    North         East     Units Scale Factor Converg.
 LF1352;SPC MO W     -   449,961.269   775,232.760   MT  1.00000997   -0 34 01.9
 LF1352;SPC NE       -    53,140.953   893,179.971   MT  0.99990885   +3 03 45.8
 LF1352;UTM  15      - 4,454,585.375   297,616.163   MT  1.00010423   -1 32 10.4
 LF1352
 LF1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1352!SPC MO W     -   0.99995210  x   1.00000997  =   0.99996207
 LF1352!SPC NE       -   0.99995210  x   0.99990885  =   0.99986096
 LF1352!UTM  15      -   0.99995210  x   1.00010423  =   1.00005633
 LF1352
 LF1352:                Primary Azimuth Mark                     Grid Az
 LF1352:SPC MO W     -  CRAIG AZ MK                              049 55 01.1
 LF1352:SPC NE       -  CRAIG AZ MK                              046 17 13.4
 LF1352:UTM  15      -  CRAIG AZ MK                              050 53 09.6
 LF1352
 LF1352|---------------------------------------------------------------------|
 LF1352| PID    Reference Object                     Distance      Geod. Az  |
 LF1352|                                                           dddmmss.s |
 LF1352| CL6314 CRAIG AZ MK                                        0492059.2 |
 LF1352| LF1336 MOUND CITY MUNICIPAL TANK           APPROX.15.3 KM 1244255.4 |
 LF1352| LF1342 CRAIG MUNICIPAL TANK                APPROX. 3.0 KM 1695327.2 |
 LF1352| CL6316 CRAIG RM 2                            9.029 METERS 24848     |
 LF1352| CL6315 CRAIG RM 1                           15.048 METERS 33845     |
 LF1352|---------------------------------------------------------------------|
 LF1352
 LF1352                          SUPERSEDED SURVEY CONTROL
 LF1352
 LF1352  NAD 83(1997)-  40 13 02.16418(N)    095 22 42.21698(W) AD(       ) 1
 LF1352  NAD 83(1997)-  40 13 02.16417(N)    095 22 42.21695(W) AD(       ) 1
 LF1352  NAD 83(1997)-  40 13 02.16431(N)    095 22 42.21701(W) AD(       ) 1
 LF1352  NAD 83(1986)-  40 13 02.16905(N)    095 22 42.21276(W) AD(       ) 1
 LF1352  NAD 27      -  40 13 02.18100(N)    095 22 41.29000(W) AD(       ) 1
 LF1352
 LF1352.Superseded values are not recommended for survey control.
 LF1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1352.See file dsdata.txt to determine how the superseded data were derived.
 LF1352
 LF1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9761654585(NAD 83)
 LF1352_MARKER: DD = SURVEY DISK
 LF1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1352
 LF1352  HISTORY     - Date     Condition        Report By
 LF1352  HISTORY     - 1945     MONUMENTED       MORC
 LF1352  HISTORY     - 1947     GOOD             CGS
 LF1352  HISTORY     - 1961     GOOD             CGS
 LF1352  HISTORY     - 1962     GOOD             MOHC
 LF1352
 LF1352                          STATION DESCRIPTION
 LF1352
 LF1352'DESCRIBED BY MISSOURI RIVER COMMISSION 1945 (JCP)
 LF1352'STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF THE VILLAGE OF
 LF1352'CRAIG ON A PROMINENT RIDGE OVERLOOKING THE MISSOURI RIVER VALLEY.
 LF1352'THE LAND IS OWNED BY MR. BEN PIERCE.  THIS STATION IS IDENTICAL
 LF1352'TO THE MISSOURI RIVER COMMISSION MARK.  THEIR MARK WAS REPLACED
 LF1352'BY A STANDARD STATION DISK HOLDING THE ORIGINAL POSTION.  IT IS
 LF1352'SITUATED NEAR THE WEST EDGE OF A CULTIVATED FIELD, 38 FEET EAST
 LF1352'OF THE APPROXIMATE CENTER OF A DIM TRACK ROAD AND 35 FEET NORTHEAST
 LF1352'OF A 24-INCH OAK TREE BEARING A TRIANGLE BLAZE NEAR THE BASE OF
 LF1352'THE TRUNK.  THE MARK IS 24 INCHES BELOW THE SURFACE OF THE
 LF1352'GROUND AND THE DISK IS STAMPED CRAIG MRC 1945.
 LF1352'
 LF1352'REFERENCE MARK NO. 1 IS 49.37 FEET NORTHWEST OF THE STATION
 LF1352'AT THE WEST EDGE OF CULTIVATION. THE MARK PROJECTS 6 INCHES AND
 LF1352'THE DISK IS STAMPED CRAIG MRC NO 1 1945.
 LF1352'
 LF1352'REFERENCE MARK NO. 2 IS 29.62 FEET WEST-SOUTHWEST OF THE STATION
 LF1352'AT THE WEST EDGE OF CULTIVATION.  IT IS 9.5 FEET WEST OF THE
 LF1352'APPROXIMATE CENTER OF THE DIM TRACK ROAD, AND 2 FEET NORTH OF A
 LF1352'STANDARD WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 LF1352'IS STAMPED CRAIG MRC NO 2 1945.
 LF1352'
 LF1352'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH-NORTHEAST OF
 LF1352'THE STATION.  IT IS SITUATED ON THE SOUTH ROAD BANK OF AN
 LF1352'EAST-WEST DIRT ROAD, 21 FEET SOUTH OF THE APPROXIMATE CENTER OF
 LF1352'THE ROAD AND 1.5 FEET SOUTH OF A STANDARD WITNESS POST.  THE
 LF1352'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CRAIG MRC 1945.
 LF1352'
 LF1352'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 159 AND
 LF1352'275 IN CRAIG, FOLLOW U.S. HIGHWAY 275 WEST AND NORTH FOR 1.9
 LF1352'MILES TO A DIRT CROSSROAD.  TURN LEFT AND GO WEST 0.2 MILE TO THE
 LF1352'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD
 LF1352'FOR 0.15 MILE TO A POINT WHERE THE MAIN ROAD TURNS RIGHT.  THIS
 LF1352'IS THE END OF TRUCK TRAVEL.  THE STATION IS 0.15 MILE SOUTH AT
 LF1352'THIS POINT AND MAY BE REACH BY PACKING ALONG THE FENCELINE ON A
 LF1352'DIM TRACK ROAD TO THE HIGHEST GROUND.
 LF1352'
 LF1352'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LF1352
 LF1352                          STATION RECOVERY (1947)
 LF1352
 LF1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1352'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.F. IN 1945 AND ALL
 LF1352'MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO MARKS WERE
 LF1352'CHECKED AND FOUND TO BE CORRECT.  THE DIRECTION TO RM NO. 2
 LF1352'WAS NOT TAKEN FROM THE TOWER AS THE ANGLE WAS TOO STEEP.  A
 LF1352'COMPLETE NEW DECRIPTION FOLLOWS.
 LF1352'
 LF1352'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF CRAIG, ON
 LF1352'A PROMINENT RIDGE OVERLOOKING THE MISSOURI RIVER VALLEY.  IT IS
 LF1352'NEAR THE WEST EDGE OF AN OLD FIELD, 38 FEET EAST OF THE APPROXIMATE
 LF1352'CENTER OF A DIM TRACK ROAD WHICH RUNS THROUGH A LANE FORMED BY
 LF1352'TREES, AND 35 FEET NORTHEAST OF A 24 INCH TRIANGLE BLAZED OAK
 LF1352'TREE.  THE DISK IS STAMPED CRAIG MRC 1945 AND IS SET 24 INCHES
 LF1352'BELOW THE SURFACE OF THE GROUND.
 LF1352'
 LF1352'THIS MARK IS IN THE SAME POSITION AS A MRC MARK, WHICH WAS
 LF1352'REPLACED IN 1945.
 LF1352'
 LF1352'REFERENCE MARK NO. 1 IS 49.37 FEET NORTHWEST OF THE STATION, AT
 LF1352'THE WEST EDGE OF THE FIELD.  THE DISK IS STAMPED CRAIG MRC NO
 LF1352'1 1945 AND PROJECTS 6 INCHES.
 LF1352'
 LF1352'REFERENCE MARK NO. 2 IS 29.62 FEET WEST-SOUTHWEST OF THE STATION,
 LF1352'AT THE WEST EDGE OF THE FIELD, 9.5 FEET WEST OF THE CENTER OF THE
 LF1352'LANE, AND 2 FEET NORTH OF A WITNESS POST.  THE DISK IS STAMPED
 LF1352'CRAIG MRC NO 2 1945 AND PROJECTS 6 INCHES.
 LF1352'
 LF1352'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH-NORTHEAST OF
 LF1352'THE STATION, ON THE SOUTH ROAD BANK OF AN EAST-WEST ROAD, 21 FEET
 LF1352'SOUTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET SOUTH OF A WITNESS
 LF1352'POST, AND 6 INCHES SOUTH OF A FENCE.  THE DISK IS STAMPED CRAIG
 LF1352'MRC 1945 AND PROJECTS 6 INCHES.
 LF1352'
 LF1352'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 159 AND 27
 LF1352'IN THE NORTH EDGE OF CRAIG, GO NORTHWEST ON HIGHWAY 275 FOR 1.9
 LF1352'MILES TO A DIRT CROSSROAD.  TURN LEFT AND GO WEST FOR 0.2 MILE TO
 LF1352'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON FOR 0.15
 LF1352'MILE TO A POINT WHERE THE ROAD TURNS NORTH.  THIS IS THE END OF
 LF1352'TRUCK TRAVEL.  FROM HERE PACK SOUTH ALONG A DIM TRAIL AND FENCE FOR
 LF1352'APPROXIMATELY 0.15 MILE TO THE STATION AT THE TOP OF THE
 LF1352'HILL.
 LF1352'
 LF1352'HEIGHT OF TOWER- 64 FEET.
 LF1352
 LF1352                          STATION RECOVERY (1961)
 LF1352
 LF1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LF1352'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LF1352'IN GOOD CONDITION.  THE AZIMUTH MARK PROJECTS ABOUT 12 INCHES, NOW.
 LF1352
 LF1352                          STATION RECOVERY (1962)
 LF1352
 LF1352'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1962 (PEC)
 LF1352'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK FOUND IN GOOD
 LF1352'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1342 ***********************************************************************
 LF1342  DESIGNATION -  CRAIG MUNICIPAL TANK
 LF1342  PID         -  LF1342
 LF1342  STATE/COUNTY-  MO/HOLT
 LF1342  USGS QUAD   -  CRAIG (1981)
 LF1342
 LF1342                         *CURRENT SURVEY CONTROL
 LF1342  ___________________________________________________________________
 LF1342* NAD 83(1997)-  40 11 27.88038(N)    095 22 20.29770(W)     ADJUSTED  
 LF1342* NAVD 88     -                                                        
 LF1342  ___________________________________________________________________
 LF1342  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 LF1342  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LF1342
 LF1342  HORZ ORDER  -  THIRD
 LF1342
 LF1342.The horizontal coordinates were established by classical geodetic methods
 LF1342.and adjusted by the National Geodetic Survey in February 2000..
 LF1342
 LF1342
 LF1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1342
 LF1342.The geoid height was determined by GEOID03.
 LF1342
 LF1342;                    North         East     Units Scale Factor Converg.
 LF1342;SPC MO W     -   447,048.177   775,722.444   MT  1.00000907   -0 33 46.6
 LF1342;SPC NE       -    50,264.982   893,853.036   MT  0.99991909   +3 04 00.3
 LF1342;UTM  15      - 4,451,664.146   298,056.566   MT  1.00010204   -1 31 53.2
 LF1342
 LF1342                          SUPERSEDED SURVEY CONTROL
 LF1342
 LF1342  NAD 83(1997)-  40 11 27.88037(N)    095 22 20.29770(W) AD(       ) 4
 LF1342  NAD 83(1997)-  40 11 27.88036(N)    095 22 20.29769(W) AD(       ) 4
 LF1342  NAD 83(1997)-  40 11 27.88049(N)    095 22 20.29768(W) AD(       ) 4
 LF1342  NAD 83(1986)-  40 11 27.88523(N)    095 22 20.29354(W) AD(       ) 4
 LF1342  NAD 27      -  40 11 27.89700(N)    095 22 19.37000(W) AD(       ) 3
 LF1342
 LF1342.Superseded values are not recommended for survey control.
 LF1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1342.See file dsdata.txt to determine how the superseded data were derived.
 LF1342
 LF1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9805751664(NAD 83)
 LF1342_MARKER: 53 = ELEVATED TANK
 LF1342
 LF1342  HISTORY     - Date     Condition        Report By
 LF1342  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1342  HISTORY     - 1947     GOOD             CGS
 LF1342  HISTORY     - 20050604 GOOD             GEOCAC
 LF1342
 LF1342                          STATION DESCRIPTION
 LF1342
 LF1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1342'STATION IS LOCATED IN THE SMALL TOWN OF CRAIG ABOUT 75 YARDS SOUTH
 LF1342'OF THE INTERSECTION OF THE MAIN STREET AND U.S. HIGHWAY 275.  IT
 LF1342'IS A CONICAL SHAPED TANK ATOP A FOUR-LEGGED STEEL STRUCTURE ABOUT
 LF1342'125 FEET HIGH AND PAINTED SILVER.  THE POINT INTERSECTED WAS THE
 LF1342'WIND CHARGER ON TOP OF THE BALL AT THE APEX OF THE ROOF.
 LF1342
 LF1342                          STATION RECOVERY (1947)
 LF1342
 LF1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1342'THE STATION IS LOCATED IN THE VILLAGE OF CRAIG, 100 FEET EAST
 LF1342'OF THE MAIN STREET AND 50 FEET SOUTHEAST OF A STORE.  THE STATION
 LF1342'IS 125 FEET HIGH, 38 FEET SQUARE AT THE BASE AND IS SILVER IN
 LF1342'COLOR.
 LF1342'
 LF1342'TO REACH FROM THE POST OFFICE IN CRAIG GO SOUTHEAST ON THE MAIN
 LF1342'STREET FOR 0.1 MILE TO THE STATION ON LEFT OR EAST SIDE OF
 LF1342'STREET AS DESCRIBED.
 LF1342'
 LF1342'THE POINT OF INTERSECTION WAS THE BALL FINIAL.
 LF1342
 LF1342                          STATION RECOVERY (2005)
 LF1342
 LF1342'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 LF1342'CONICAL TOP AND BALL AT APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0881 ***********************************************************************
 GF0881  DESIGNATION -  CRANE
 GF0881  PID         -  GF0881
 GF0881  STATE/COUNTY-  MO/STONE
 GF0881  USGS QUAD   -  ELSEY (1974)
 GF0881
 GF0881                         *CURRENT SURVEY CONTROL
 GF0881  ___________________________________________________________________
 GF0881* NAD 83(1997)-  36 51 49.58040(N)    093 36 28.18237(W)     ADJUSTED  
 GF0881* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 GF0881  ___________________________________________________________________
 GF0881  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GF0881  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GF0881
 GF0881  HORZ ORDER  -  SECOND
 GF0881
 GF0881.The horizontal coordinates were established by classical geodetic methods
 GF0881.and adjusted by the National Geodetic Survey in February 2000..
 GF0881
 GF0881.The orthometric height was scaled from a topographic map.
 GF0881
 GF0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0881
 GF0881.The geoid height was determined by GEOID03.
 GF0881
 GF0881;                    North         East     Units Scale Factor Converg.
 GF0881;SPC MO C     -   114,908.483   401,219.544   MT  1.00005350   -0 39 52.8
 GF0881;SPC MO W     -    77,723.859   929,551.361   MT  1.00001911   +0 32 06.9
 GF0881;UTM  15      - 4,079,932.774   445,821.200   MT  0.99963616   -0 21 52.8
 GF0881
 GF0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0881!SPC MO C     -   0.99993892  x   1.00005350  =   0.99999241
 GF0881!SPC MO W     -   0.99993892  x   1.00001911  =   0.99995803
 GF0881!UTM  15      -   0.99993892  x   0.99963616  =   0.99957510
 GF0881
 GF0881|---------------------------------------------------------------------|
 GF0881| PID    Reference Object                     Distance      Geod. Az  |
 GF0881|                                                           dddmmss.s |
 GF0881| CI0676 CRANE RM 1                           11.606 METERS 19030     |
 GF0881| CI0677 CRANE RM 2                           17.584 METERS 29922     |
 GF0881| CI0675 CRANE AZ MK                                        3574820.6 |
 GF0881|---------------------------------------------------------------------|
 GF0881
 GF0881                          SUPERSEDED SURVEY CONTROL
 GF0881
 GF0881  NAD 83(1997)-  36 51 49.58090(N)    093 36 28.18217(W) AD(       ) 2
 GF0881  NAD 83(1997)-  36 51 49.58246(N)    093 36 28.18292(W) AD(       ) 2
 GF0881  NAD 83(1997)-  36 51 49.59057(N)    093 36 28.18307(W) AD(       ) 2
 GF0881  NAD 83(1986)-  36 51 49.59178(N)    093 36 28.18269(W) AD(       ) 2
 GF0881  NAD 27      -  36 51 49.38800(N)    093 36 27.46170(W) AD(       ) 2
 GF0881
 GF0881.Superseded values are not recommended for survey control.
 GF0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0881.See file dsdata.txt to determine how the superseded data were derived.
 GF0881
 GF0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4582179933(NAD 83)
 GF0881_MARKER: DS = TRIANGULATION STATION DISK
 GF0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0881+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 GF0881
 GF0881  HISTORY     - Date     Condition        Report By
 GF0881  HISTORY     - 1959     MONUMENTED       CGS
 GF0881  HISTORY     - 20021003 GOOD             GEOCAC
 GF0881
 GF0881                          STATION DESCRIPTION
 GF0881
 GF0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0881'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF SEC. 18,
 GF0881'T 25 N, R 25 W.  IT IS ABOUT 3 MILES SOUTHWEST OF CRANE AND ABOUT
 GF0881'4 MILES WEST OF ELSEY.  IT IS 52 FEET SOUTHEAST OF THE CENTER
 GF0881'OF THE INTERSECTION OF A CROSSROAD, 27 FEET EAST OF THE
 GF0881'CENTERLINE OF COUNTY HIGHWAY D, 3 FEET NORTH OF A WITNESS POST,
 GF0881'AND 2 FEET WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 GF0881'IS STAMPED CRANE 1959.
 GF0881'
 GF0881'TO REACH THE STATION FROM THE POST OFFICE IN CRANE, GO EAST FOR
 GF0881'0.05 MILE TO THE JUNCTION OF STATE HIGHWAY 134 AND 173.  TURN
 GF0881'RIGHT AND GO SOUTHERLY ON HIGHWAY 134 AND 173 FOR 0.6 MILE
 GF0881'TO THE JUNCTION OF STATE HIGHWAY 134, 173 AND COUNTY HIGHWAY D.
 GF0881'TURN RIGHT AND GO SOUTHWESTERLY ON HIGHWAY D FOR 2.75 MILES TO
 GF0881'THE AZIMUTH MARK ON THE RIGHT, WEST, SIDE OF THE ROAD.  CONTINUE
 GF0881'AHEAD ON HIGHWAY D FOR 0.65 MILE TO THE STATION ON THE LEFT,
 GF0881'JUST SOUTH OF A CROSSROAD ON HIGHWAY PROPERTY.
 GF0881'
 GF0881'REFERENCE MARK 1 IS 35 FEET SOUTH OF THE WITNESS POST, 26 FEET
 GF0881'EAST OF THE CENTERLINE OF COUNTY HIGHWAY D, AND 6 INCHES WEST
 GF0881'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GF0881'CRANE NO 1 1959.
 GF0881'
 GF0881'REFERENCE MARK 2 IS 39 FEET SOUTHWEST OF THE CENTER OF THE
 GF0881'CROSSROAD, 31 FEET WEST OF THE CENTERLINE OF HIGHWAY D, AND 1
 GF0881'FOOT SOUTH OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE
 GF0881'DISK IS STAMPED CRANE NO 2 1959.
 GF0881'
 GF0881'THE AZIMUTH MARK IS 33 FEET WEST OF THE CENTERLINE OF HIGHWAY
 GF0881'D, 2 FEET SOUTHWEST OF A WITNESS POST, AND 1 FOOT EAST OF A
 GF0881'FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GF0881'CRANE 1959.
 GF0881'
 GF0881'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0881
 GF0881                          STATION RECOVERY (2002)
 GF0881
 GF0881'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0881'STATION,AZIMUTH,REF.1,AND REF.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0988 ***********************************************************************
 HC0988  DESIGNATION -  CRANE LOOKOUT TOWER
 HC0988  PID         -  HC0988
 HC0988  STATE/COUNTY-  MO/IRON
 HC0988  USGS QUAD   -  DES ARC NE (1980)
 HC0988
 HC0988                         *CURRENT SURVEY CONTROL
 HC0988  ___________________________________________________________________
 HC0988* NAD 83(1997)-  37 28 34.73477(N)    090 37 15.04326(W)     ADJUSTED  
 HC0988* NAVD 88     -                                                        
 HC0988  ___________________________________________________________________
 HC0988  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 HC0988  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HC0988
 HC0988  HORZ ORDER  -  THIRD
 HC0988
 HC0988.The horizontal coordinates were established by classical geodetic methods
 HC0988.and adjusted by the National Geodetic Survey in February 2000..
 HC0988
 HC0988
 HC0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0988
 HC0988.The geoid height was determined by GEOID03.
 HC0988
 HC0988;                    North         East     Units Scale Factor Converg.
 HC0988;SPC MO E     -   182,318.386   239,311.533   MT  0.99993474   -0 04 24.7
 HC0988;UTM  15      - 4,150,372.100   710,375.905   MT  1.00014519   +1 26 53.1
 HC0988
 HC0988                          SUPERSEDED SURVEY CONTROL
 HC0988
 HC0988  NAD 83(1997)-  37 28 34.74415(N)    090 37 15.04386(W) AD(       ) 4
 HC0988  NAD 83(1986)-  37 28 34.74755(N)    090 37 15.04126(W) AD(       ) 4
 HC0988  NAD 27      -  37 28 34.56100(N)    090 37 14.61100(W) AD(       ) 3
 HC0988
 HC0988.Superseded values are not recommended for survey control.
 HC0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0988.See file dsdata.txt to determine how the superseded data were derived.
 HC0988
 HC0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1037650372(NAD 83)
 HC0988_MARKER: 57 = LOOKOUT TOWER
 HC0988
 HC0988  HISTORY     - Date     Condition        Report By
 HC0988  HISTORY     - 1938     FIRST OBSERVED   CGS
 HC0988  HISTORY     - 1956     GOOD             CGS
 HC0988  HISTORY     - 1963     GOOD             CGS
 HC0988
 HC0988                          STATION DESCRIPTION
 HC0988
 HC0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0988'POINT OBSERVED UPON WAS CENTER OF UNITED STATES FOREST SERVICE
 HC0988'TOWER.
 HC0988'
 HC0988'STATION IS LOCATED ON HIGHEST PART OF CRANE MOUNTAIN, 8 MILES
 HC0988'SOUTH OF IRONTON AND 4 MILES EAST OF GLOVER, 24.45 METERS,
 HC0988'80.2 FEET SOUTH OF TRIANGULATION STATION CRANE MTN.  A 100-FOOT
 HC0988'FOUR-SIDED STEEL TOWER WITH ENCLOSED TOP FOR LOOKOUT.
 HC0988'
 HC0988'OBSERVED UPON FROM TRIANGULATION STATIONS CRANE MTN, EVANS MTN,
 HC0988'BLACK MTN., KNOBLICK AND BUZZARD.
 HC0988
 HC0988                          STATION RECOVERY (1956)
 HC0988
 HC0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0988'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE SOUTH OF IRONTON
 HC0988'IN THE CLARK NATIONAL FOREST.
 HC0988'
 HC0988'THE TOWER IS OF STEEL CONSTRUCTION, 110 FEET HIGH, WITH
 HC0988'AN 8 FOOT SQUARE HOUSE ON TOP.  THE APEX OF THE ROOF WAS
 HC0988'INTERSECTED.
 HC0988
 HC0988                          STATION RECOVERY (1963)
 HC0988
 HC0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0988'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.  THE DISTANCE
 HC0988'AND DIRECTION CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0989 ***********************************************************************
 HC0989  DESIGNATION -  CRANE MOUNTAIN
 HC0989  PID         -  HC0989
 HC0989  STATE/COUNTY-  MO/IRON
 HC0989  USGS QUAD   -  DES ARC NE (1980)
 HC0989
 HC0989                         *CURRENT SURVEY CONTROL
 HC0989  ___________________________________________________________________
 HC0989* NAD 83(1997)-  37 28 35.52398(N)    090 37 14.94485(W)     ADJUSTED  
 HC0989* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 HC0989  ___________________________________________________________________
 HC0989  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 HC0989  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HC0989
 HC0989  HORZ ORDER  -  FIRST
 HC0989
 HC0989.The horizontal coordinates were established by classical geodetic methods
 HC0989.and adjusted by the National Geodetic Survey in February 2000..
 HC0989
 HC0989.The orthometric height was scaled from a topographic map.
 HC0989
 HC0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0989
 HC0989.The geoid height was determined by GEOID03.
 HC0989
 HC0989;                    North         East     Units Scale Factor Converg.
 HC0989;SPC MO E     -   182,342.712   239,313.982   MT  0.99993474   -0 04 24.6
 HC0989;UTM  15      - 4,150,396.488   710,377.708   MT  1.00014520   +1 26 53.2
 HC0989
 HC0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0989!SPC MO E     -   0.99993335  x   0.99993474  =   0.99986809
 HC0989!UTM  15      -   0.99993335  x   1.00014520  =   1.00007854
 HC0989
 HC0989:                Primary Azimuth Mark                     Grid Az
 HC0989:SPC MO E     -  CRANE MOUNTAIN AZ MK                     040 50 19.8
 HC0989:UTM  15      -  CRANE MOUNTAIN AZ MK                     039 19 02.0
 HC0989
 HC0989|---------------------------------------------------------------------|
 HC0989| PID    Reference Object                     Distance      Geod. Az  |
 HC0989|                                                           dddmmss.s |
 HC0989| CI4175 CRANE MOUNTAIN AZ MK                               0404555.2 |
 HC0989| CI4176 CRANE MOUNTAIN RM 1                  16.410 METERS 10124     |
 HC0989| HC0988 CRANE LOOKOUT TOWER                  24.451 METERS 18541     |
 HC0989| CI4177 CRANE MOUNTAIN RM 2                  24.800 METERS 33632     |
 HC0989|---------------------------------------------------------------------|
 HC0989
 HC0989                          SUPERSEDED SURVEY CONTROL
 HC0989
 HC0989  NAD 83(1997)-  37 28 35.53336(N)    090 37 14.94544(W) AD(       ) 1
 HC0989  NAD 83(1986)-  37 28 35.53676(N)    090 37 14.94301(W) AD(       ) 1
 HC0989  NAD 27      -  37 28 35.34980(N)    090 37 14.51280(W) AD(       ) 1
 HC0989
 HC0989.Superseded values are not recommended for survey control.
 HC0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0989.See file dsdata.txt to determine how the superseded data were derived.
 HC0989
 HC0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1037850396(NAD 83)
 HC0989_MARKER: DS = TRIANGULATION STATION DISK
 HC0989_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HC0989
 HC0989  HISTORY     - Date     Condition        Report By
 HC0989  HISTORY     - 1938     MONUMENTED       CGS
 HC0989  HISTORY     - 1963     GOOD             CGS
 HC0989
 HC0989                          STATION DESCRIPTION
 HC0989
 HC0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0989'STATION IS LOCATED IN THE NE 1/4 SEC. 8, T 32 N., R. 4 E. ON
 HC0989'CRANE MOUNTAIN, A HIGH LONE, TIMBERED MOUNTAIN LYING 4 MILES
 HC0989'EAST OF GLOVER AND 8 MILES SOUTH OF IRONTON, THE HIGHEST POINT IN
 HC0989'THE VICINITY.  IT IS ON THE GROUNDS OF THE UNITED STATES
 HC0989'FOREST SERVICE CRANE LOOKOUT STATION.  IT IS IN A ROCK OUTCROP
 HC0989'ABOUT 10 FEET IN DIAMETER AND ABOUT 3 FEET HIGH, AND IS A
 HC0989'STANDARD DISK, NOTE 1C.  IT IS 20 FEET SOUTH OF CENTER LINE
 HC0989'OF ROAD, 7.8 FEET SOUTHEAST OF CRANE LOOKOUT STATION SIGNPOST,
 HC0989'52 FEET EAST OF ENTRANCE TO STATION FROM ROAD, 69-1/2 FT
 HC0989'NORTH OF NORTHEAST CONCRETE FOOTING OF LOOKOUT TOWER AND 212
 HC0989'FEET NORTH BY WEST FROM NORTHWEST CORNER OF RANGERS HOUSE.
 HC0989'MARK IS STAMPED CRANE MTN 1938.
 HC0989'
 HC0989'REACHED FROM INTERSECTION OF U.S. HIGHWAY 21 AND U.S. 70
 HC0989'BETWEEN ARCADIA AND IRONTON, DRIVE SOUTH ON U.S. HIGHWAY
 HC0989'21 FOR 1/4 MILE TO T-ROAD LEFT, CO.E, TURN LEFT (SOUTH) ON
 HC0989'CO.E AND DRIVE 3.4 MILES TO DIRT FORK RIGHT WHERE CO.E
 HC0989'SWINGS LEFT UP HILL PAST GASOLINE STATION.  (DESCRIPTION TO
 HC0989'AZIMUTH MARK READS FROM THIS POINT.  SET AZIMUTH MARK BEFORE
 HC0989'GOING TO STATION.) TAKE RIGHT FORK DIRT ROAD AND DRIVE
 HC0989'SOUTH 0.35 MILE TO FORK, TAKE LEFT FORK ALONG ROUGH, ROCKY
 HC0989'ROAD 3.25 MILES TO T-ROAD LEFT WITH SIGN CRANE TOWER 1,
 HC0989'TURN LEFT ON GRADED ROAD AND DRIVE 0.8 MILE EASTERLY TO
 HC0989'CRANE LOOKOUT TOWER AND STATION.
 HC0989'
 HC0989'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HC0989'DISKS SET IN CONCRETE.
 HC0989'
 HC0989'REFERENCE MARK NO. 1 IS 16.410 METERS, 53.84 FEET, EAST-SOUTHEAST
 HC0989'OF STATION ON LOW, EAST END OF ROCK OUTCROP, 59 FEET SOUTH OF
 HC0989'CENTER LINE OF ROAD AND 76 FEET NORTHEAST OF NORTHEAST CONCRETE
 HC0989'FOOTING OF LOOKOUT TOWER, STAMPED CRANE MTN NO. 1 1938.
 HC0989'
 HC0989'REFERENCE MARK NO. 2 IS 24.800 METERS, 81.36 FEET, NORTH OF
 HC0989'STATION, 58-3/4 FEET NORTH OF CENTER LINE OF ROAD, 142-1/2 FEET
 HC0989'NORTH OF NORTHWEST CONCRETE FOOTING OF LOOKOUT TOWER AND
 HC0989'28 FEET NORTHWEST OF HIGHEST ROCK OUTCROPPINGS NORTH OF ROAD.
 HC0989'A STANDARD DISK STAMPED CRANE MTN NO 2 1938.
 HC0989'
 HC0989'CRANE FIRETOWER IS 24.45 METERS, 80.2 FEET SOUTH OF STATION.
 HC0989'IT IS A 100-FOOT STEEL TOWER.
 HC0989'
 HC0989'AZIMUTH MARK IS APPROXIMATELY 3 MILES NORTHEAST OF STATION
 HC0989'ON SOUTH SIDE OF GRAVEL ROAD, IN FENCE LINE, EAST OF HIGHWAY
 HC0989'CO.E.  IT IS 12 PACES SOUTH OF CENTER LINE OF ROAD, 10 PACES
 HC0989'EAST OF 14-INCH BLACK OAK, 7 PACES WEST OF DEAD 12-INCH
 HC0989'CEDAR, 9 PACES SOUTHWEST OF 18-INCH BLACK OAK ON SOUTH EDGE
 HC0989'OF ROAD.  REACHED FROM POINT NOTED IN STATION DESCRIPTION BY
 HC0989'DRIVING SOUTH ON CO.E 2.2 MILES TO GRAVEL ROAD LEFT (EAST)
 HC0989'WHICH IS FIRST EAST ROAD SOUTH OF STONE CHURCH, TURN LEFT
 HC0989'(EAST) AND DRIVE 0.6 MILE (CROSSING WASH NEAR START) TO
 HC0989'AZIMUTH MARK.
 HC0989'
 HC0989'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HC0989
 HC0989                          STATION RECOVERY (1963)
 HC0989
 HC0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0989'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HC0989'CONDITION AT THIS TIME.  THE DISTANCE AND DIRECTION TO ALL
 HC0989'MARKS CHECKED.  DUE TO VARIOUS CHANGES A NEW DESCRIPTION
 HC0989'FOLLOWS.
 HC0989'
 HC0989'ABOUT 4 MILES EAST OF GLOVER, 8 MILES SOUTH OF IRONTON, IN THE
 HC0989'NE 1/4 OF SEC. 8 T-32-N, R-4-E, AND ON THE PROPERTY OF THE
 HC0989'FOREST SERVICE.  IT IS 70 FEET NORTHWEST OF THE NORTHEAST LEG
 HC0989'OF THE LOOKOUT TOWER, 70 FEET NORTH OF THE NORTHWEST LEG OF
 HC0989'THE NORTHWEST LEG OF THE TOWER, 55 FEET SOUTHWEST OF A 30 INCH
 HC0989'OAK TREE AND 19 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED
 HC0989'ROAD.  THE DISK IS A STANDARD TRIANGULATION STATION DISK
 HC0989'CEMENTED IN A DRILL HOLE IN OUTCROPPING BED-ROCK WHICH
 HC0989'PROJECTS 3 FEET.  THE DISK IS STAMPED CRANE MTN 1938.
 HC0989'
 HC0989'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HC0989'72 AND 21 BETWEEN IRONTON AND ARCADIA, GO SOUTH ON HIGHWAY
 HC0989'21 AND 72 FOR 1.5 MILES TO THE JUNCTION OF COUNTY ROAD E.
 HC0989'TURN LEFT AND GO SOUTHERLY ON ROAD E FOR 3.3 MILES TO A ROAD
 HC0989'ROAD FORK.  *KEEP RIGHT AND CONTINUE SOUTHERLY ON THE GRAVELED
 HC0989'ROAD FOR 3.7 MILES TO A SIDE ROAD LEFT AND A SIGN CRANE
 HC0989'LOOKOUT TOWER ON THE LEFT.  TURN LEFT AND GO EAST AND SOUTH
 HC0989'ON THE GRAVELED ROAD FOR 0.9 MILES TO THE STATION ON THE
 HC0989'LEFT.
 HC0989'
 HC0989'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHEAST
 HC0989'ON ROAD E FOR 2.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 HC0989'GO NORTH AND EAST ON THE GRAVELED ROAD FOR 0.3 MILE TO A BRIDGE.
 HC0989'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.4 MILES TO THE AZIMUTH
 HC0989'MARK ON THE RIGHT.
 HC0989'
 HC0989'REFERENCE MARK 1 IS 59 FEET SOUTHEAST OF THE CENTERLINE
 HC0989'OF THE ROAD, 77 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 HC0989'LOOKOUT TOWER, 38 FEET SOUTH OF THE 30 INCH OAK TREE.  IT
 HC0989'IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 HC0989'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 FEET.  THE
 HC0989'DISK IS STAMPED CRANE MTN NO 1 1938.
 HC0989'
 HC0989'REFERENCE MARK 2 IS 62 FEET NORTHWEST OF THE CENTERLINE OF
 HC0989'THE ROAD, 28 FEET SOUTHEAST OF AN 8 INCH OAK TREE, 17 FEET
 HC0989'EAST OF A 12 INCH OAK TREE.  IT IS A STANDARD REFERENCE MARK
 HC0989'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BED-ROCK WHICH
 HC0989'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 HC0989'CRANE MTN NO 2 1938.
 HC0989'
 HC0989'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTERLINE OF THE
 HC0989'ROAD, 28 FEET WEST OF A POWER POLE, 25 FEET EAST OF A 40
 HC0989'INCH OAK TREE AND 7 FEET SOUTH OF A FENCE AND A WITNESS POST.
 HC0989'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CRANE
 HC0989'MTN 1938.
 HC0989'
 HC0989'NO MEASUREMENT BETWEEN REFERENCE MARKS, BRUSH ON LINE.
 HC0989'
 HC0989'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0878 ***********************************************************************
 GF0878  DESIGNATION -  CRANE MUNICIPAL TANK
 GF0878  PID         -  GF0878
 GF0878  STATE/COUNTY-  MO/STONE
 GF0878  USGS QUAD   -  CRANE (1974)
 GF0878
 GF0878                         *CURRENT SURVEY CONTROL
 GF0878  ___________________________________________________________________
 GF0878* NAD 83(1997)-  36 54 36.37709(N)    093 34 12.21736(W)     ADJUSTED  
 GF0878* NAVD 88     -                                                        
 GF0878  ___________________________________________________________________
 GF0878  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GF0878  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GF0878
 GF0878  HORZ ORDER  -  THIRD
 GF0878
 GF0878.The horizontal coordinates were established by classical geodetic methods
 GF0878.and adjusted by the National Geodetic Survey in February 2000..
 GF0878
 GF0878
 GF0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0878
 GF0878.The geoid height was determined by GEOID03.
 GF0878
 GF0878;                    North         East     Units Scale Factor Converg.
 GF0878;SPC MO C     -   120,011.754   404,644.922   MT  1.00004531   -0 38 33.7
 GF0878;SPC MO W     -    82,897.639   932,868.974   MT  1.00002575   +0 33 30.7
 GF0878;UTM  15      - 4,085,051.792   449,218.385   MT  0.99963177   -0 20 32.5
 GF0878
 GF0878                          SUPERSEDED SURVEY CONTROL
 GF0878
 GF0878  NAD 83(1997)-  36 54 36.37788(N)    093 34 12.21738(W) AD(       ) 4
 GF0878  NAD 83(1997)-  36 54 36.37889(N)    093 34 12.21745(W) AD(       ) 4
 GF0878  NAD 83(1997)-  36 54 36.38743(N)    093 34 12.21789(W) AD(       ) 4
 GF0878  NAD 83(1986)-  36 54 36.38889(N)    093 34 12.21771(W) AD(       ) 4
 GF0878  NAD 27      -  36 54 36.18200(N)    093 34 11.50100(W) AD(       ) 3
 GF0878
 GF0878.Superseded values are not recommended for survey control.
 GF0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0878.See file dsdata.txt to determine how the superseded data were derived.
 GF0878
 GF0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4921885052(NAD 83)
 GF0878_MARKER: 53 = ELEVATED TANK
 GF0878
 GF0878  HISTORY     - Date     Condition        Report By
 GF0878  HISTORY     - 1959     FIRST OBSERVED   CGS
 GF0878  HISTORY     - 20021003 GOOD             GEOCAC
 GF0878
 GF0878                          STATION DESCRIPTION
 GF0878
 GF0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0878'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK.  THE
 GF0878'TANK IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER WITH
 GF0878'THE LEGEND CRANE PAINTED ON THE NORTH AND SOUTH SIDES IN
 GF0878'BLACK LETTERS.  THE OVERALL HEIGHT IS ABOUT 125 FEET.
 GF0878'
 GF0878'THE TANK IS LOCATED IN THE NORTHEAST SECTION OF CRANE AND IS
 GF0878'OWNED BY THE CITY OF CRANE.
 GF0878
 GF0878                          STATION RECOVERY (2002)
 GF0878
 GF0878'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0469 ***********************************************************************
 LE0469  DESIGNATION -  CRAWFORD
 LE0469  PID         -  LE0469
 LE0469  STATE/COUNTY-  MO/ADAIR
 LE0469  USGS QUAD   -  LA PLATA (1966)
 LE0469
 LE0469                         *CURRENT SURVEY CONTROL
 LE0469  ___________________________________________________________________
 LE0469* NAD 83(1997)-  40 07 01.97640(N)    092 28 37.25433(W)     ADJUSTED  
 LE0469* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 LE0469  ___________________________________________________________________
 LE0469  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 LE0469  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LE0469
 LE0469  HORZ ORDER  -  FIRST
 LE0469
 LE0469.The horizontal coordinates were established by classical geodetic methods
 LE0469.and adjusted by the National Geodetic Survey in February 2000..
 LE0469
 LE0469.The orthometric height was scaled from a topographic map.
 LE0469
 LE0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0469
 LE0469.The geoid height was determined by GEOID03.
 LE0469
 LE0469;                    North         East     Units Scale Factor Converg.
 LE0469;SPC MO C     -   475,462.954   501,959.279   MT  0.99993338   +0 00 53.3
 LE0469;UTM  15      - 4,440,898.202   544,565.516   MT  0.99962445   +0 20 13.2
 LE0469
 LE0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0469!SPC MO C     -   0.99995941  x   0.99993338  =   0.99989279
 LE0469!UTM  15      -   0.99995941  x   0.99962445  =   0.99958387
 LE0469
 LE0469:                Primary Azimuth Mark                     Grid Az
 LE0469:SPC MO C     -  KELLER RESET                             017 40 06.0
 LE0469:UTM  15      -  KELLER RESET                             017 20 46.1
 LE0469
 LE0469|---------------------------------------------------------------------|
 LE0469| PID    Reference Object                     Distance      Geod. Az  |
 LE0469|                                                           dddmmss.s |
 LE0469| LE0470 KELLER RESET                        APPROX.14.4 KM 0174059.3 |
 LE0469| CL8346 CRAWFORD RM 1                        41.928 METERS 11727     |
 LE0469| LE0467 LA PLATA MUNICIPAL TANK             APPROX.10.4 KM 1854957.5 |
 LE0469| LE0466 LA PLATA STANOLIND PLINE CO TK      APPROX. 9.3 KM 1883133.8 |
 LE0469| LE0468 CRAWFORD RM 3                         5.072 METERS 19455     |
 LE0469| CL8347 CRAWFORD RM 2                        49.432 METERS 20846     |
 LE0469| CL8345 CRAWFORD AZ MK                                     3393131.3 |
 LE0469| LE0465 CRAWFORD AZ MK 2                    APPROX. 0.5 KM 3475755.1 |
 LE0469|---------------------------------------------------------------------|
 LE0469
 LE0469                          SUPERSEDED SURVEY CONTROL
 LE0469
 LE0469  NAD 83(1997)-  40 07 01.97735(N)    092 28 37.25990(W) AD(       ) 1
 LE0469  NAD 83(1986)-  40 07 01.98073(N)    092 28 37.26502(W) AD(       ) 1
 LE0469  NAD 27      -  40 07 01.85440(N)    092 28 36.57880(W) AD(       ) 1
 LE0469
 LE0469.Superseded values are not recommended for survey control.
 LE0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0469.See file dsdata.txt to determine how the superseded data were derived.
 LE0469
 LE0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE4456640898(NAD 83)
 LE0469_MARKER: DS = TRIANGULATION STATION DISK
 LE0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0469
 LE0469  HISTORY     - Date     Condition        Report By
 LE0469  HISTORY     - 1934     MONUMENTED       CGS
 LE0469  HISTORY     - 1949     GOOD             CGS
 LE0469  HISTORY     - 1967     GOOD             CGS
 LE0469
 LE0469                          STATION DESCRIPTION
 LE0469
 LE0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0469'THIS STATION IS ABOUT 8 MILES SE OF KIRKSVILLE, ABOUT 6-1/2
 LE0469'MILES N OF LA PLATTA, ABOUT 9 MILES WSW OF HURDLAND, IN THE
 LE0469'SW 1/4 SEC. 4, T 61 N, R 14 W, ON LAND OWNED BY MRS. WILLIAM
 LE0469'CRAWFORD, OF GIBBS, AND OCCUPIED BY P.E. SHELTON.  THE MARK
 LE0469'IS SET IN THE N PART OF THE BARNYARD, ABOUT 100 YARDS N OF
 LE0469'CROSSROADS. IT IS 13 FEET S OF THE N BARNYARD FENCE, WHICH IS ON THE
 LE0469'S EDGE OF THE RIGHT-OF-WAY OF E-W ROAD, 50 FEET ESE OF THE NW
 LE0469'CORNER OF THE YARD, 25 FEET S OF THE CENTER LINE OF THE
 LE0469'ROAD, 126 FEET N OF THE NW CORNER OF A LARGE RED BARN, 127
 LE0469'FEET NE OF THE NE CORNER OF THE HOUSE.  MARK PROJECTS 3
 LE0469'INCHES.
 LE0469'
 LE0469'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET
 LE0469'IN THE TOPS OF CONCRETE CYLINDERS.
 LE0469'
 LE0469'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LE0469'
 LE0469'REFERENCE MARK NO. 1 IS ESE OF THE STATION ON THE E EDGE OF
 LE0469'THE BARNYARD, ABOUT MIDWAY BETWEEN THE NE AND SE CORNERS
 LE0469'OF THE YARD, 1-FOOT W OF FENCE LINE AND FLUSH WITH THE SURFACE
 LE0469'OF THE GROUND.
 LE0469'
 LE0469'REFERENCE MARK NO. 2 IS SW OF THE STATION ON THE W EDGE OF
 LE0469'THE YARD.  THE MARK IS 1-FOOT E OF THE W BARNYARD FENCE, WHICH
 LE0469'IS ALSO THE E GARDEN FENCE.  IT IS ABOUT MIDWAY BETWEEN THE
 LE0469'GARAGE AND A SMALL CHICKEN HOUSE.  MARK IS FLUSH WITH THE GROUND.
 LE0469'
 LE0469'AZIMUTH MARK IS NW OF THE STATION ON THE TOP OF A SMALL HILL,
 LE0469'ON THE W EDGE OF THE RIGHT-OF-WAY, ABOUT 200 YARDS S OF FARM
 LE0469'OCCUPUIED BY L.L. CUPP.  IT IS 1-FOOT E OF THE W RIGHT-OF-WAY
 LE0469'FENCE, 26 FEET W OF THE CENTER LINE OF THE ROAD AND PROJECTS
 LE0469'8 INCHES.
 LE0469'
 LE0469'REACHED FROM KIRKSVILLE BY GOING S ON U.S. HIGHWAY 63 (STATE
 LE0469'HIGHWAY 6) TO WHERE STATE HIGHWAY 6 TURNS E.  GO E FOR 5.0
 LE0469'MILES TO SIDE ROAD LEADING S.  GO S FOR 3.5 MILES TO CROSSROADS.
 LE0469'TURN E AND GO ABOUT 100 YARDS TO MRS. CRAWFORDS FARM AND STATION
 LE0469'ON S.
 LE0469'
 LE0469'LIGHTS 87 FEET ABOVE STATIONS NICHOLS AND LACKEY COME INTO
 LE0469'VIEW 23 FEET ABOVE THE STATION.
 LE0469'
 LE0469'LIGHTS 87 FEET ABOVE STATIONS KELLER, JONES AND HURDLAND ARE
 LE0469'VISIBLE FROM THE GROUND.
 LE0469
 LE0469                          STATION RECOVERY (1949)
 LE0469
 LE0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 LE0469'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1934.  THE
 LE0469'AZIMUTH MARK HAS BEEN DESTROYED, AND A NEW ONE WAS SET TO TAKE ITS
 LE0469'PLACE.  DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND
 LE0469'TO BE CORRECT.  A TOWER COULD NOT BE BUILT OVER THE STATION
 LE0469'BECAUSE OF A POWERLINE.  A NEW MARK (R.M.NO. 3) WAS SET AND
 LE0469'OCCUPIED AS CRAWFORD ECC., AND A TRAVERSE CONNECTION WAS MADE
 LE0469'FROM THE STATION TO THIS MARK.  A TRAVERSE CONNECTION WAS ALSO
 LE0469'MADE FROM THE STATION TO THE NEW AZIMUTH MARK.  THE HOUSE
 LE0469'MENTIONED IN THE DESCRIPTION HAS BEEN TORN DOWN, AND SEVERAL
 LE0469'FENCES HAVE BEEN CHANGED.  A COMPLETE NEW DESCRIPTION
 LE0469'FOLLOWS.
 LE0469'
 LE0469'THE STATION IS LOCATED ABOUT 9-1/2 MILES WEST-SOUTHWEST OF HURDLAND,
 LE0469'ABOUT 8 MILES SOUTHEAST OF KIRKSVILLE, ABOUT 6-1/2 MILES
 LE0469'NORTH OF LA PLATA, IN A BARN YARD ON PROPERTY OWNED AND OCCUPIED BY
 LE0469'MR. DONALD WHEELER.  IT IS 134 FEET NORTHEAST OF THE NORTHEAST
 LE0469'CORNER OF THE HOUSE, 126 FEET NORTH OF THE NORTHWEST CORNER
 LE0469'OF A LARGE RED BARN, 53 FEET EAST-SOUTHEAST OF A FENCE CORNER,
 LE0469'33 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, AND 13
 LE0469'FEET SOUTH OF THE EAST-WEST FENCELINE.  THE DISK IS STAMPED
 LE0469'CRAWFORD 1934 AND IS SET FLUSH WITH THE GROUND.
 LE0469'
 LE0469'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF A WELL CURBING, 29
 LE0469'FEET NORTH OF A CHICKEN HOUSE, AND 3 FEET WEST OF A NORTH-SOUTH
 LE0469'FENCELINE.  THE DISK IS STAMPED CRAWFORD NO 1 1934 AND IS SET
 LE0469'FLUSH WITH THE GROUND.
 LE0469'
 LE0469'REFERENCE MARK NO. 2 IS 49 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LE0469'OF THE HOUSE, 21 FEET NORTH OF THE NORTHWEST CORNER OF A GARAGE,
 LE0469'12 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, AND 1 FOOT EAST OF A
 LE0469'NORTH-SOUTH FENCELINE.  THE DISK IS STAMPED CRAWFORD NO 2
 LE0469'1934 AND IS SET FLUSH WITH THE GROUND.
 LE0469'
 LE0469'REFERENCE MARK NO. 3 (CRAWFORD ECC.) IS 121 FEET NORTHEAST OF
 LE0469'THE NORTHEAST CORNER OF THE HOUSE, 109 FEET NORTH OF THE
 LE0469'NORTHWEST CORNER OF THE BARN, AND 28 FEET SOUTH OF THE EAST-WEST
 LE0469'FENCELINE.  THE DISK IS STAMPED CRAWFORD NO 3 1948 AND IS SET
 LE0469'FLUSH WITH THE GROUND.  (NOTE- THIS MARK WAS SET
 LE0469'IN 1948 BUT WAS NOT OCCUPIED UNTIL 1949.)
 LE0469'
 LE0469'THE DISTANCE FROM R.M. NO. 3 TO R.M.NO. 1 IS 134.93 FEET OR
 LE0469'41.126 METERS.
 LE0469'
 LE0469'THE DISTANCE FROM R.M. NO. 3 TO R.M. NO. 2 IS 146.14 FEET OR
 LE0469'44.543 METERS.
 LE0469'
 LE0469'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH-NORTHWEST OF THE STATION,
 LE0469'27 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD, 2
 LE0469'FEET SOUTH OF A TELEPHONE POLE, AND 1 FOOT EAST OF A FENCELINE.
 LE0469'THE DISK IS STAMPED CRAWFORD 1949 AND PROJECTS 4 INCHES.
 LE0469'
 LE0469'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND
 LE0469'STATE HIGHWAY 6, ABOUT 2 MILES SOUTH OF KIRKSVILLE, GO EAST ON
 LE0469'HIGHWAY 6 FOR 5.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 LE0469'FOLLOW A DIRT ROAD SOUTH FOR 3.15 MILES TO THE AZIMUTH MARK
 LE0469'ON THE RIGHT.  CONTINUE SOUTH FOR 0.35 MILE TO A SIDE ROAD LEFT.
 LE0469'TURN LEFT AND GO WEST FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 LE0469
 LE0469                          STATION RECOVERY (1967)
 LE0469
 LE0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0469'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LE0469'REFERENCE MARK NO. 3 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 LE0469'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED BY
 LE0469'ROAD CONSTRUCTION AND THE DISK WAS RECOVERED.  NO OBJECTS
 LE0469'VISIBLE AT THE STATION SITE SO A NEW AZIMUTH MARK COULD NOT BE
 LE0469'SET.
 LE0469'
 LE0469'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND STATE
 LE0469'HIGHWAY 6 WHICH IS ABOUT 2 MILES SOUTH OF KIRKSVILLE, GO EAST ON
 LE0469'STATE HIGHWAY 6 FOR 5.0 MILES TO THE JUNCTION OF COUNTY ROAD F.
 LE0469'TURN RIGHT AND GO SOUTH ON COUNTY ROAD F FOR 3.5 MILES TO A SIDE
 LE0469'ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.05
 LE0469'MILE TO A FARMHOUSE ON THE STATION ON THE RIGHT.
 LE0469'
 LE0469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES
 LE0469'NORTH OF LA PLATTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0468 ***********************************************************************
 LE0468  DESIGNATION -  CRAWFORD RM 3
 LE0468  PID         -  LE0468
 LE0468  STATE/COUNTY-  MO/ADAIR
 LE0468  USGS QUAD   -  LA PLATA (1966)
 LE0468
 LE0468                         *CURRENT SURVEY CONTROL
 LE0468  ___________________________________________________________________
 LE0468* NAD 83(1997)-  40 07 01.81749(N)    092 28 37.30946(W)     ADJUSTED  
 LE0468* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 LE0468  ___________________________________________________________________
 LE0468  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 LE0468  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LE0468
 LE0468  HORZ ORDER  -  SECOND
 LE0468
 LE0468.The horizontal coordinates were established by classical geodetic methods
 LE0468.and adjusted by the National Geodetic Survey in February 2000..
 LE0468
 LE0468.The orthometric height was scaled from a topographic map.
 LE0468
 LE0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0468
 LE0468.The geoid height was determined by GEOID03.
 LE0468
 LE0468;                    North         East     Units Scale Factor Converg.
 LE0468;SPC MO C     -   475,458.052   501,957.975   MT  0.99993338   +0 00 53.3
 LE0468;UTM  15      - 4,440,893.295   544,564.239   MT  0.99962445   +0 20 13.1
 LE0468
 LE0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0468!SPC MO C     -   0.99995941  x   0.99993338  =   0.99989279
 LE0468!UTM  15      -   0.99995941  x   0.99962445  =   0.99958387
 LE0468
 LE0468|---------------------------------------------------------------------|
 LE0468| PID    Reference Object                     Distance      Geod. Az  |
 LE0468|                                                           dddmmss.s |
 LE0468| LE0469 CRAWFORD                              5.072 METERS 01455     |
 LE0468| LE0471 KANSAS CITY CHICAGO AWY BN 13       APPROX. 9.9 KM 0535300.6 |
 LE0468| CL8346 CRAWFORD RM 1                        41.126 METERS 11031     |
 LE0468| LE0467 LA PLATA MUNICIPAL TANK             APPROX.10.4 KM 1854941.6 |
 LE0468| LE0466 LA PLATA STANOLIND PLINE CO TK      APPROX. 9.3 KM 1883121.3 |
 LE0468| CL8347 CRAWFORD RM 2                        44.543 METERS 21021     |
 LE0468| LE0488 KIRKSVILLE RADIO RANGE SE MAST      APPROX. 6.3 KM 2310431.1 |
 LE0468| LE0490 KIRKSVILLE RADIO RANGE SW MAST      APPROX. 6.4 KM 2312816.9 |
 LE0468| LE0487 KIRKSVILLE RADIO RANGE NE MAST      APPROX. 6.3 KM 2313755.2 |
 LE0468| LE0489 KIRKSVILLE RADIO RANGE NW MAST      APPROX. 6.3 KM 2320146.2 |
 LE0468| LE0485 KANSAS CITY CHICAGO AWY BN 12       APPROX. 5.8 KM 2535207.2 |
 LE0468| LE0465 CRAWFORD AZ MK 2                    APPROX. 0.5 KM 3481302.6 |
 LE0468|---------------------------------------------------------------------|
 LE0468
 LE0468                          SUPERSEDED SURVEY CONTROL
 LE0468
 LE0468  NAD 83(1997)-  40 07 01.81844(N)    092 28 37.31504(W) AD(       ) 2
 LE0468  NAD 83(1986)-  40 07 01.82147(N)    092 28 37.32026(W) AD(       ) 2
 LE0468  NAD 27      -  40 07 01.69550(N)    092 28 36.63400(W) AD(       ) 2
 LE0468
 LE0468.Superseded values are not recommended for survey control.
 LE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0468.See file dsdata.txt to determine how the superseded data were derived.
 LE0468
 LE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE4456440893(NAD 83)
 LE0468_MARKER: DR = REFERENCE MARK DISK
 LE0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0468
 LE0468  HISTORY     - Date     Condition        Report By
 LE0468  HISTORY     - 1949     MONUMENTED       CGS
 LE0468  HISTORY     - 1967     GOOD             CGS
 LE0468
 LE0468                          STATION DESCRIPTION
 LE0468
 LE0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 LE0468'THIS STATION IS LOCATED NEAR TRIANGULATION STATION CRAWFORD
 LE0468'1934, AND IS INCLUDED IN THE DESCRIPTION FOR THAT STATION.  IT
 LE0468'IS LOCATED ABOUT 9-1/2 MILES WEST-SOUTHWEST OF HURDLAND, ABOUT
 LE0468'8 MILES SOUTHEAST OF KIRKSVILLE, ABOUT 6-1/2 MILES NORTH OF LA
 LE0468'PLATA, IN A BARN YARD ON PROPERTY OWNED AND OCCUPIED BY MR.
 LE0468'DONALD WHEELER.  IT IS 121 FEET NORTHEAST OF THE NORTHEAST
 LE0468'CORNER OF MR. WHEELERS HOUSE, 109 FEET NORTH OF THE NORTHWEST
 LE0468'CORNER OF A LARGE RED BARN, 55 FEET SOUTHEAST OF A FENCE
 LE0468'CORNER, 49 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 LE0468'ROAD, AND 28 FEET SOUTH OF AN EAST-WEST FENCELINE.  THE DISK
 LE0468'IS STAMPED CRAWFORD NO 3 1948 AND IS SET FLUSH WITH THE
 LE0468'GROUND.  (NOTE- THIS MARK WAS SET IN 1948 BUT WAS NOT
 LE0468'OCCUPIED UNTIL 1949.)
 LE0468'
 LE0468'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 LE0468'STATION CRAWFORD 1934.
 LE0468'
 LE0468'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63,
 LE0468'AND STATE HIGHWAY 6 ABOUT 2 MILES SOUTH OF KIRKSVILLE, GO
 LE0468'EAST ON HIGHWAY 6 FOR 5.0 MILES TO A SIDE ROAD RIGHT.  TURN
 LE0468'RIGHT, AND FOLLOW THE DIRT ROAD SOUTH FOR 3.5 MILE TO A SIDE
 LE0468'ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.05 MILE TO THE STATION
 LE0468'ON THE RIGHT AS DESCRIBED.
 LE0468'
 LE0468'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LE0468
 LE0468                          STATION RECOVERY (1967)
 LE0468
 LE0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0468'THIS MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 LE0468'CONDITION.
 LE0468'
 LE0468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES NORTH
 LE0468'OF LA PLATTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0491 ***********************************************************************
 JE0491  DESIGNATION -  CREIGHTON
 JE0491  PID         -  JE0491
 JE0491  STATE/COUNTY-  MO/HENRY
 JE0491  USGS QUAD   -  CREIGHTON (1953)
 JE0491
 JE0491                         *CURRENT SURVEY CONTROL
 JE0491  ___________________________________________________________________
 JE0491* NAD 83(1997)-  38 28 48.06900(N)    094 01 46.67724(W)     ADJUSTED  
 JE0491* NAVD 88     -       261.769  (meters)     858.82   (feet)  ADJUSTED  
 JE0491  ___________________________________________________________________
 JE0491  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 JE0491  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JE0491  DYNAMIC HT  -         261.590 (meters)     858.23  (feet)  COMP
 JE0491  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JE0491
 JE0491  HORZ ORDER  -  SECOND
 JE0491  VERT ORDER  -  SECOND    CLASS 0
 JE0491
 JE0491.The horizontal coordinates were established by classical geodetic methods
 JE0491.and adjusted by the National Geodetic Survey in February 2000..
 JE0491
 JE0491.The orthometric height was determined by differential leveling
 JE0491.and adjusted by the National Geodetic Survey in June 1991..
 JE0491
 JE0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0491
 JE0491.The geoid height was determined by GEOID03.
 JE0491
 JE0491.The dynamic height is computed by dividing the NAVD 88
 JE0491.geopotential number by the normal gravity value computed on the
 JE0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0491.degrees latitude (g = 980.6199 gals.).
 JE0491
 JE0491.The modeled gravity was interpolated from observed gravity values.
 JE0491
 JE0491;                    North         East     Units Scale Factor Converg.
 JE0491;SPC MO W     -   256,834.265   891,040.476   MT  0.99996191   +0 17 33.7
 JE0491;UTM  15      - 4,259,578.470   410,192.330   MT  0.99969932   -0 38 26.6
 JE0491
 JE0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0491!SPC MO W     -   0.99996400  x   0.99996191  =   0.99992591
 JE0491!UTM  15      -   0.99996400  x   0.99969932  =   0.99966333
 JE0491
 JE0491|---------------------------------------------------------------------|
 JE0491| PID    Reference Object                     Distance      Geod. Az  |
 JE0491|                                                           dddmmss.s |
 JE0491| JE0494 CREIGHTON RM 1                       31.330 METERS 06843     |
 JE0491| JE0495 CREIGHTON AZ MK                                    1252413.9 |
 JE0491| JE0492 CREIGHTON RM 2                       33.650 METERS 35143     |
 JE0491|---------------------------------------------------------------------|
 JE0491
 JE0491                          SUPERSEDED SURVEY CONTROL
 JE0491
 JE0491  NAD 83(1997)-  38 28 48.06983(N)    094 01 46.67717(W) AD(       ) 2
 JE0491  NAD 83(1986)-  38 28 48.07748(N)    094 01 46.67511(W) AD(       ) 2
 JE0491  NAD 27      -  38 28 48.01980(N)    094 01 45.88320(W) AD(       ) 2
 JE0491  NGVD 29 (??/??/92)  261.638  (m)          858.39   (f) ADJ UNCH    2 0
 JE0491
 JE0491.Superseded values are not recommended for survey control.
 JE0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0491.See file dsdata.txt to determine how the superseded data were derived.
 JE0491
 JE0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC1019259578(NAD 83)
 JE0491_MARKER: DS = TRIANGULATION STATION DISK
 JE0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0491_STAMPING: CREIGHTON 1948
 JE0491_MARK LOGO: CGS   
 JE0491_PROJECTION: FLUSH
 JE0491_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0491+STABILITY: SURFACE MOTION
 JE0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0491+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2003
 JE0491
 JE0491  HISTORY     - Date     Condition        Report By
 JE0491  HISTORY     - 1948     MONUMENTED       CGS
 JE0491  HISTORY     - 1961     GOOD             LOCENG
 JE0491  HISTORY     - 1963     GOOD             CGS
 JE0491  HISTORY     - 1963     GOOD             NGS
 JE0491  HISTORY     - 19911017 GOOD             MODNR
 JE0491  HISTORY     - 20030605 GOOD             USGS
 JE0491
 JE0491                          STATION DESCRIPTION
 JE0491
 JE0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE0491'THE STATION IS LOCATED ABOUT 2.7 MILES SOUTHEAST OF CREIGHTON
 JE0491'NEAR THE SOUTH RIGHT-OF-WAY LINE OF STATE ROUTE 35 AND NEAR THE
 JE0491'NORTHEAST CORNER OF A SMALL CEMETERY.  IT IS 43 FEET SOUTH OF THE
 JE0491'CENTER OF STATE ROUTE 35 AND 33 FEET NORTH OF A LARGE TOMBSTONE
 JE0491'WITH LETTERING KEPNER IN THE BASE.  IT IS STAMPED CREIGHTON 1948
 JE0491'AND SET FLUSH WITH THE GROUND SURFACE.
 JE0491'
 JE0491'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 43 FEET NORTH OF
 JE0491'CENTER OF STATE ROUTE 35 AND 1 FOOT SOUTH OF FENCE LINE.  IT IS
 JE0491'STAMPED CREIGHTON NO 1 1948 AND SET FLUSH WITH THE GROUND
 JE0491'SURFACE.
 JE0491'
 JE0491'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 45 FEET
 JE0491'NORTH OF THE CENTER OF STATE ROUTE 35 AND 1 FOOT SOUTH OF FENCE
 JE0491'LINE.  IT IS STAMPED CREIGHTON NO 2 1948 AND SET FLUSH WITH THE
 JE0491'GROUND SURFACE.
 JE0491'
 JE0491'THE AZIMUTH MARK IS ABOUT 0.65 MILE SOUTHEAST OF THE STATION,
 JE0491'35 FEET NORTH OF THE CENTER OF STATE ROUTE 35 AND 2 FEET WEST
 JE0491'OF WITNESS POST.  IT IS STAMPED CREIGHTON 1948 AND PROJECTS 6
 JE0491'INCHES.  TO REACH FROM THE STATION, GO EAST ON STATE ROUTE 35
 JE0491'FOR 0.65 MILE TO THE MARK ON THE NORTH SIDE AS DESCRIBED.
 JE0491'
 JE0491'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 35 AND
 JE0491'COUNTY ROUTE B ABOUT 0.5 MILE NORTHEAST OF THE CENTER OF CREIGHTON,
 JE0491'GO EAST ON STATE ROUTE 35 FOR 2.7 MILES TO THE STATION ON THE
 JE0491'SOUTH SIDE AS DESCRIBED.
 JE0491'
 JE0491'A 74 FOOT SIGNAL AT STATION CALDWELL 1882, 1922, 1948 IS VISIBLE
 JE0491'AT 15 FEET.
 JE0491'
 JE0491'A 74 FOOT SIGNAL AT STATION GARLAND IS VISIBLE AT 20 FEET.
 JE0491'
 JE0491'A 74 FOOT SIGNAL AT STATION GROVE IS VISIBLE AT 37 FEET.
 JE0491'
 JE0491'A 47 FOOT SIGNAL AT STATION BATES IS VISIBLE AT 4 FEET.
 JE0491'
 JE0491'A 47 FOOT SIGNAL AT STATION PETER IS VISIBLE AT 37 FEET.
 JE0491'
 JE0491'A 74 FOOT SIGNAL AT STATION DAYTON IS VISIBLE AT 37 FEET.
 JE0491'
 JE0491'A 47 FOOT SIGNAL AT STATION HUTTON MOUND 1883, 1922, 1948 IS
 JE0491'VISIBLE AT 37 FEET.
 JE0491'
 JE0491'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE0491
 JE0491                          STATION RECOVERY (1961)
 JE0491
 JE0491'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JE0491'RECOVERED BY AERIAL CONTROL GEO.
 JE0491'
 JE0491'STATION NOT RECOVERED.  CEMETERY AND STATION OVERGROWN WITH
 JE0491'VEGETATION.  RMS AND AZIMUTH MARK FOUND- ALSO OVERGROWN WITH
 JE0491'VEGETATION.
 JE0491
 JE0491                          STATION RECOVERY (1963)
 JE0491
 JE0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE0491'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 JE0491'TO BE IN GOOD CONDITION.  A NEW WITNESS POST WAS SET 1.0 FOOT
 JE0491'SOUTH OF THE STATION.  A NEW WITNESS POST WAS ALSO SET 1.0 FOOT
 JE0491'EAST OF THE AZIMUTH MARK.
 JE0491'
 JE0491'THE 1948 TO REACH IS ADEQUATE WITH THE EXCEPTION OF STATE HIGHWAY
 JE0491'35 IS NOW STATE HIGHWAY 7.
 JE0491
 JE0491                          STATION RECOVERY (1963)
 JE0491
 JE0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0491'2 MI NW FROM URICH.
 JE0491'ABOUT 2.05 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE
 JE0491'STATE HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, OR
 JE0491'ABOUT 0.55 MILE NORTH ALONG STATE ROAD B FROM THE POST OFFICE
 JE0491'AT CREIGHTON, THENCE 2.65 MILE SOUTHEAST ALONG STATE HIGHWAY 7,
 JE0491'ON THE CREST OF A HILL, 43 FEET SOUTHWEST THE CENTER LINE OF
 JE0491'THE HIGHWAY, NEAR THE NORTHEAST CORNER OF A SMALL CEMETARY 110.4
 JE0491'FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM CREIGHTON RM 2,
 JE0491'102.8 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM CREIGHTON
 JE0491'RM 1, 74 FEET NORTH EAST OF A LARGE FORKED CEDAR TREE WHICH
 JE0491'IS IN THE CEMETARY, 31 FEET NORTHWEST OF THE HIRAM M. KEPNER
 JE0491'TOMBSTONE, 1.0 FOOT NORTH OF A METAL WITNESS POST ABOUT 8 FEET
 JE0491'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JE0491'POST FLUSH WITH THE GROUND.
 JE0491
 JE0491                          STATION RECOVERY (1991)
 JE0491
 JE0491'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 JE0491'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS ABOUT 2
 JE0491'3/4 MI SOUTHEAST OF THE TOWN OF CREIGHTON ALONG HIGHWAY 7, ON THE
 JE0491'SOUTH RIGHT OF WAY OF HIGHWAY 7, IN THE SOUTHWEST OF THE SOUTHWEST OF
 JE0491'SECTION 28 TOWNSHIP 43 NORTH RANGE 28 WEST, 34 FT (10.4 M) SOUTHWEST
 JE0491'OF THE CENTER LINE OF THE SOUTH BOUND LANE OF HIGHWAY 7, NEAR THE
 JE0491'NORTHEAST CORNER OF A SMALL CEMETARY, 290 FT (88.4 M) NORTHWEST FROM A
 JE0491'GRAVEL ROAD GOING WEST, 31 FT (9.4 M) NORTHWEST OF THE HIRAM KEPNER
 JE0491'TOMBSTONE, 29.5 FT (9.0 M) NORTH NORTHWEST FROM THE MC GLUNG
 JE0491'TOMBSTONE, 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST. REFERENCE
 JE0491'MARKS NO 1 AND NO 2 ARE BOTH DESTROYED DURING THE CONSTRUCTION OF THE
 JE0491'NORTH BOUND LANE OF HIGHWAY 7.  THE AZIMUTH MARK OF 1948 WAS DESTROYED
 JE0491'IN THE CONSTRUCTION OF THE NEW HIGHWAY, A NEW MARK WAS SET AND
 JE0491'POSITIONED.  THE NEW GEODETIC AZIMUTH FROM CREIGHTON 1948 TO CREIGHTON
 JE0491'AZ NO 2 1991 IS 123 DEG 17 MIN 45.10 SEC.
 JE0491
 JE0491                          STATION RECOVERY (2003)
 JE0491
 JE0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (MSM)
 JE0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0495 ***********************************************************************
 JE0495  DESIGNATION -  CREIGHTON AZ MK
 JE0495  PID         -  JE0495
 JE0495  STATE/COUNTY-  MO/HENRY
 JE0495  USGS QUAD   -  CREIGHTON (1953)
 JE0495
 JE0495                         *CURRENT SURVEY CONTROL
 JE0495  ___________________________________________________________________
 JE0495* NAD 83(1986)-  38 28 26.     (N)    094 01 10.     (W)     SCALED    
 JE0495* NAVD 88     -       249.197  (meters)     817.57   (feet)  ADJUSTED  
 JE0495  ___________________________________________________________________
 JE0495  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JE0495  DYNAMIC HT  -         249.026 (meters)     817.01  (feet)  COMP
 JE0495  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 JE0495
 JE0495  VERT ORDER  -  SECOND    CLASS 0
 JE0495
 JE0495.The horizontal coordinates were scaled from a topographic map and have
 JE0495.an estimated accuracy of +/- 6 seconds.
 JE0495
 JE0495.The orthometric height was determined by differential leveling
 JE0495.and adjusted by the National Geodetic Survey in June 1991..
 JE0495
 JE0495.The geoid height was determined by GEOID03.
 JE0495
 JE0495.The dynamic height is computed by dividing the NAVD 88
 JE0495.geopotential number by the normal gravity value computed on the
 JE0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0495.degrees latitude (g = 980.6199 gals.).
 JE0495
 JE0495.The modeled gravity was interpolated from observed gravity values.
 JE0495
 JE0495;                    North         East    Units  Estimated Accuracy
 JE0495;SPC MO W     -   256,160.      891,930.      MT  (+/- 180 meters Scaled)
 JE0495
 JE0495                          SUPERSEDED SURVEY CONTROL
 JE0495
 JE0495  NGVD 29 (??/??/92)  249.067  (m)          817.15   (f) ADJ UNCH    2 0
 JE0495
 JE0495.Superseded values are not recommended for survey control.
 JE0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0495.See file dsdata.txt to determine how the superseded data were derived.
 JE0495
 JE0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC110588(NAD 83)
 JE0495_MARKER: DZ = AZIMUTH MARK DISK
 JE0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0495_STAMPING: CREIGHTON 1948
 JE0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0495+STABILITY: SURFACE MOTION
 JE0495
 JE0495  HISTORY     - Date     Condition        Report By
 JE0495  HISTORY     - 1948     MONUMENTED       CGS
 JE0495  HISTORY     - 1963     GOOD             NGS
 JE0495
 JE0495                          STATION DESCRIPTION
 JE0495
 JE0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0495'1.4 MI NW FROM URICH.
 JE0495'ABOUT 1.4 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE
 JE0495'STATE HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, 35 FEET
 JE0495'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 122 FEET NORTHWEST
 JE0495'OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY LEADING TO
 JE0495'THE HARRY KIEFER FARM, 49 FEET NORTHWEST OF A TELEPHONE POLE,
 JE0495'1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 JE0495'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JE0495'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0494 ***********************************************************************
 JE0494  DESIGNATION -  CREIGHTON RM 1
 JE0494  PID         -  JE0494
 JE0494  STATE/COUNTY-  MO/HENRY
 JE0494  USGS QUAD   -  CREIGHTON (1953)
 JE0494
 JE0494                         *CURRENT SURVEY CONTROL
 JE0494  ___________________________________________________________________
 JE0494* NAD 83(1986)-  38 28 48.     (N)    094 01 46.     (W)     SCALED    
 JE0494* NAVD 88     -       261.248  (meters)     857.11   (feet)  ADJUSTED  
 JE0494  ___________________________________________________________________
 JE0494  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JE0494  DYNAMIC HT  -         261.068 (meters)     856.52  (feet)  COMP
 JE0494  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JE0494
 JE0494  VERT ORDER  -  SECOND    CLASS 0
 JE0494
 JE0494.The horizontal coordinates were scaled from a topographic map and have
 JE0494.an estimated accuracy of +/- 6 seconds.
 JE0494
 JE0494.The orthometric height was determined by differential leveling
 JE0494.and adjusted by the National Geodetic Survey in June 1991..
 JE0494
 JE0494.The geoid height was determined by GEOID03.
 JE0494
 JE0494.The dynamic height is computed by dividing the NAVD 88
 JE0494.geopotential number by the normal gravity value computed on the
 JE0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0494.degrees latitude (g = 980.6199 gals.).
 JE0494
 JE0494.The modeled gravity was interpolated from observed gravity values.
 JE0494
 JE0494;                    North         East    Units  Estimated Accuracy
 JE0494;SPC MO W     -   256,830.      891,060.      MT  (+/- 180 meters Scaled)
 JE0494
 JE0494                          SUPERSEDED SURVEY CONTROL
 JE0494
 JE0494  NGVD 29 (??/??/92)  261.116  (m)          856.68   (f) ADJ UNCH    2 0
 JE0494
 JE0494.Superseded values are not recommended for survey control.
 JE0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0494.See file dsdata.txt to determine how the superseded data were derived.
 JE0494
 JE0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC102595(NAD 83)
 JE0494_MARKER: DR = REFERENCE MARK DISK
 JE0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0494_STAMPING: CREIGHTON NO 1 1948
 JE0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0494+STABILITY: SURFACE MOTION
 JE0494
 JE0494  HISTORY     - Date     Condition        Report By
 JE0494  HISTORY     - 1948     MONUMENTED       CGS
 JE0494  HISTORY     - 1963     GOOD             NGS
 JE0494
 JE0494                          STATION DESCRIPTION
 JE0494
 JE0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0494'2 MI NW FROM URICH.
 JE0494'ABOUT 2.05 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE
 JE0494'STATE HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, AT THE
 JE0494'CREST OF A HILL, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 JE0494'HIGHWAY, 102.8 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 JE0494'CREIGHTON 1948, 61 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT
 JE0494'SOUTHWEST OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JE0494'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JE0494'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0492 ***********************************************************************
 JE0492  DESIGNATION -  CREIGHTON RM 2
 JE0492  PID         -  JE0492
 JE0492  STATE/COUNTY-  MO/HENRY
 JE0492  USGS QUAD   -  CREIGHTON (1953)
 JE0492
 JE0492                         *CURRENT SURVEY CONTROL
 JE0492  ___________________________________________________________________
 JE0492* NAD 83(1986)-  38 28 48.     (N)    094 01 46.     (W)     SCALED    
 JE0492* NAVD 88     -       261.621  (meters)     858.33   (feet)  ADJUSTED  
 JE0492  ___________________________________________________________________
 JE0492  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JE0492  DYNAMIC HT  -         261.442 (meters)     857.75  (feet)  COMP
 JE0492  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JE0492
 JE0492  VERT ORDER  -  SECOND    CLASS 0
 JE0492
 JE0492.The horizontal coordinates were scaled from a topographic map and have
 JE0492.an estimated accuracy of +/- 6 seconds.
 JE0492
 JE0492.The orthometric height was determined by differential leveling
 JE0492.and adjusted by the National Geodetic Survey in June 1991..
 JE0492
 JE0492.The geoid height was determined by GEOID03.
 JE0492
 JE0492.The dynamic height is computed by dividing the NAVD 88
 JE0492.geopotential number by the normal gravity value computed on the
 JE0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0492.degrees latitude (g = 980.6199 gals.).
 JE0492
 JE0492.The modeled gravity was interpolated from observed gravity values.
 JE0492
 JE0492;                    North         East    Units  Estimated Accuracy
 JE0492;SPC MO W     -   256,830.      891,060.      MT  (+/- 180 meters Scaled)
 JE0492
 JE0492                          SUPERSEDED SURVEY CONTROL
 JE0492
 JE0492  NGVD 29 (??/??/92)  261.490  (m)          857.91   (f) ADJ UNCH    2 0
 JE0492
 JE0492.Superseded values are not recommended for survey control.
 JE0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0492.See file dsdata.txt to determine how the superseded data were derived.
 JE0492
 JE0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC102595(NAD 83)
 JE0492_MARKER: DR = REFERENCE MARK DISK
 JE0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0492_STAMPING: CREIGHTON NO 2 1948
 JE0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0492+STABILITY: SURFACE MOTION
 JE0492
 JE0492  HISTORY     - Date     Condition        Report By
 JE0492  HISTORY     - 1948     MONUMENTED       CGS
 JE0492  HISTORY     - 1963     GOOD             NGS
 JE0492
 JE0492                          STATION DESCRIPTION
 JE0492
 JE0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0492'2 MI NW FROM URICH.
 JE0492'ABOUT 2.05 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE
 JE0492'STATE HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, AT THE
 JE0492'CREST OF A HILL, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 JE0492'HIGHWAY, 110.4 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 JE0492'CREIGHTON 1948, 71 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT
 JE0492'SOUTHWEST OF A FENCE, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 JE0492'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JE0492'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0347 ***********************************************************************
 JE0347  DESIGNATION -  CRESCENT
 JE0347  PID         -  JE0347
 JE0347  STATE/COUNTY-  MO/BATES
 JE0347  USGS QUAD   -  ADRIAN (1981)
 JE0347
 JE0347                         *CURRENT SURVEY CONTROL
 JE0347  ___________________________________________________________________
 JE0347* NAD 83(1997)-  38 26 07.19255(N)    094 20 28.51974(W)     ADJUSTED  
 JE0347* NAVD 88     -       275.931  (meters)     905.28   (feet)  ADJUSTED  
 JE0347  ___________________________________________________________________
 JE0347  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 JE0347  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0347  DYNAMIC HT  -         275.737 (meters)     904.65  (feet)  COMP
 JE0347  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 JE0347
 JE0347  HORZ ORDER  -  SECOND
 JE0347  VERT ORDER  -  FIRST     CLASS II
 JE0347
 JE0347.The horizontal coordinates were established by classical geodetic methods
 JE0347.and adjusted by the National Geodetic Survey in February 2000..
 JE0347
 JE0347.The orthometric height was determined by differential leveling
 JE0347.and adjusted by the National Geodetic Survey in June 1991..
 JE0347
 JE0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0347
 JE0347.The geoid height was determined by GEOID03.
 JE0347
 JE0347.The dynamic height is computed by dividing the NAVD 88
 JE0347.geopotential number by the normal gravity value computed on the
 JE0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0347.degrees latitude (g = 980.6199 gals.).
 JE0347
 JE0347.The modeled gravity was interpolated from observed gravity values.
 JE0347
 JE0347;                    North         East     Units Scale Factor Converg.
 JE0347;SPC MO W     -   251,781.080   863,859.285   MT  0.99994354   +0 05 55.3
 JE0347;UTM  15      - 4,254,969.548   382,938.425   MT  0.99976876   -0 50 01.9
 JE0347
 JE0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0347!SPC MO W     -   0.99996176  x   0.99994354  =   0.99990531
 JE0347!UTM  15      -   0.99996176  x   0.99976876  =   0.99973053
 JE0347
 JE0347|---------------------------------------------------------------------|
 JE0347| PID    Reference Object                     Distance      Geod. Az  |
 JE0347|                                                           dddmmss.s |
 JE0347| JE0346 CRESCENT RM 1                        34.802 METERS 03050     |
 JE0347| JE1905 ADRIAN MUNICIPAL TANK               APPROX. 4.2 KM 1924401.8 |
 JE0347| CN6699 CRESCENT AZ MK 3                                   2312239.2 |
 JE0347| JE0345 CRESCENT RM 2                        41.758 METERS 31144     |
 JE0347| CN8211 TT 1111 W                            34.799 METERS 33520     |
 JE0347| JE1904 ARCHIE MUNICIPAL TANK               APPROX. 5.3 KM 3483519.1 |
 JE0347| JE0348 J 252                                              3523759.2 |
 JE0347|---------------------------------------------------------------------|
 JE0347
 JE0347                          SUPERSEDED SURVEY CONTROL
 JE0347
 JE0347  NAD 83(1997)-  38 26 07.19268(N)    094 20 28.51959(W) AD(       ) 2
 JE0347  NAD 83(1986)-  38 26 07.20059(N)    094 20 28.51739(W) AD(       ) 2
 JE0347  NAD 27      -  38 26 07.14570(N)    094 20 27.69690(W) AD(       ) 2
 JE0347  NGVD 29 (??/??/92)  275.808  (m)          904.88   (f) ADJ UNCH    1 2
 JE0347
 JE0347.Superseded values are not recommended for survey control.
 JE0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0347.See file dsdata.txt to determine how the superseded data were derived.
 JE0347
 JE0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8293854970(NAD 83)
 JE0347_MARKER: DS = TRIANGULATION STATION DISK
 JE0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0347_STAMPING: CRESCENT 1948
 JE0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0347+STABILITY: SURFACE MOTION
 JE0347
 JE0347  HISTORY     - Date     Condition        Report By
 JE0347  HISTORY     - 1948     MONUMENTED       CGS
 JE0347  HISTORY     - 1961     GOOD             MOHC
 JE0347  HISTORY     - 1963     GOOD             CGS
 JE0347  HISTORY     - 1963     GOOD             NGS
 JE0347  HISTORY     - 1969     GOOD             CGS
 JE0347  HISTORY     - 1969     GOOD             NGS
 JE0347
 JE0347                          STATION DESCRIPTION
 JE0347
 JE0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE0347'THE STATION IS LOCATED ABOUT 2.8 MILES NORTH OF THE JUNCTION OF
 JE0347'STATE ROUTE 18 AND U.S. HIGHWAY 71 IN THE EAST EDGE OF ADRIAN AND
 JE0347'3.2 MILES SOUTH OF ARCHIE ON THE HIGH POINT OF WHAT IS LOCALLY
 JE0347'KNOWN AS CRESCENT HILL ON LAND OWNED BY MR. C.C. ENUFF OF ADRIAN.
 JE0347'IT IS 87 FEET SOUTH OF THE DRIVEWAY TO FARM HOUSE, 22 FEET WEST
 JE0347'OF SMALL CHICKEN HOUSE AND 17 FEET SOUTH OF 1 FOOT BLACKJACK
 JE0347'TREE.  IT IS STAMPED CRESCENT 1948 AND SET FLUSH WITH THE
 JE0347'GROUND SURFACE.
 JE0347'
 JE0347'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 12 FEET
 JE0347'NORTH OF DRIVEWAY, 28 FEET WEST OF WEST END OF GATE INTO BARNYARD
 JE0347'AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED CRESCENT NO 1 1948
 JE0347'AND SET FLUSH WITH THE GROUND SURFACE.
 JE0347'
 JE0347'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 9 FEET NORTH OF
 JE0347'DRIVEWAY AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED CRESCENT
 JE0347'NO 2 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE0347'
 JE0347'THE U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED AS THE AZIMUTH MARK.
 JE0347'IT IS ABOUT 0.25 MILE NORTHWEST OF THE STATION, 35 FEET EAST OF
 JE0347'THE CENTER OF U.S. HIGHWAY 71, 25 FEET SOUTH OF THE CENTER OF SIDE
 JE0347'ROAD EAST, 2 FEET SOUTHEAST OF FENCE CORNER AND 1 FOOT WEST OF
 JE0347'WITNESS POST.  IT IS A STANDARD U.S.GEOLOGICAL SURVEY BENCH MARK
 JE0347'SET IN AN 8 X 8 INCH CONCRETE POST STAMPED TT 1111 W 1934 AND
 JE0347'PROJECTS 3 INCHES.  TO REACH FROM THE STATION, GO WEST TO
 JE0347'U.S. HIGHWAY 71, TURN RIGHT AND GO NORTH FOR 0.15 MILE TO SIDE
 JE0347'ROAD RIGHT AND MARK IN FENCE CORNER AS DESCRIBED.
 JE0347'
 JE0347'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 JE0347'STATE ROUTE 18 IN THE EAST EDGE OF ADRIAN, GO NORTH ON U.S. HIGHWAY
 JE0347'71 FOR 2.85 MILES TO DRIVEWAY RIGHT, TURN RIGHT INTO DRIVEWAY AND
 JE0347'GO EAST FOR 0.1 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 JE0347'
 JE0347'A 4 FOOT SIGNAL AT STATION ALTONA IS VISIBLE AT 37 FEET.
 JE0347'
 JE0347'A 74 FOOT SIGNAL AT STATION ADRAIN IS VISIBLE AT 37 FEET.
 JE0347'
 JE0347'A 74 FOOT SIGNAL AT STATION ECTON 1934 IS VISIBLE AT 37 FEET.
 JE0347'
 JE0347'A 47 FOOT SIGNAL AT STATION WHITE 1934 IS VISIBLE AT 37 FEET.
 JE0347'
 JE0347'A 4 FOOT SIGNAL AT STATION LONE TREE IS VISIBLE AT 37 FEET.
 JE0347'
 JE0347'A 47 FOOT SIGNAL AT STATION HARRISON IS VISIBLE AT 37 FEET.
 JE0347'
 JE0347'A 74 FOOT SIGNAL AT STATION DOUGHERTY IS VISIBLE AT 37 FEET.
 JE0347'
 JE0347'A 47 FOOT SIGNAL AT STATION HUTTON MOUND 1883, 1922, 1948 IS
 JE0347'VISIBLE AT 37 FEET.
 JE0347'
 JE0347'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE0347
 JE0347                          STATION RECOVERY (1961)
 JE0347
 JE0347'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 JE0347'STATION FOUND AS DESCRIBED ON LAND NOW OWNED BY A MR. HATTON.
 JE0347'DRIVEWAY TO STATION IS THE FIRST ROAD SOUTH OF ROUTE AA.  AZIMUTH
 JE0347'MARK HAS DEFINITELY BEEN DESTROYED.
 JE0347
 JE0347                          STATION RECOVERY (1963)
 JE0347
 JE0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE0347'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 JE0347'FOUND IN GOOD CONDITION.  THE 1948 TO REACH IS ADEQUATE.  AZIMUTH
 JE0347'WAS NOT RECOVERED.
 JE0347'
 JE0347'A NEW AZIMUTH WAS USED.  IT IS A STANDARD BENCH MARK DISK, STAMPED
 JE0347'J 252 1963, SET IN TOP OF A ROUND CONCRETE MONUMENT, PROJECTING
 JE0347'3 INCHES.  IT IS 35.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY 71,
 JE0347'1.3 FEET WEST OF WITNESS POST, 0.6 FEET EAST OF FENCE AND 0.6 MILE
 JE0347'NORTH-NORTHWEST OF STATION.
 JE0347
 JE0347                          STATION RECOVERY (1963)
 JE0347
 JE0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0347'3.4 MI NE FROM ADRIAN.
 JE0347'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0347'FROM THE STATION AT ADRIAN, THENCE 0.6 MILE EAST ALONG STATE
 JE0347'ROAD AA, THENCE 0.35 MILE NORTH ALONG U.S. HIGHWAY 71, THENCE
 JE0347'0.1 MILE EAST ALONG A PRIVATE DRIVEWAY TO THE CREST OF A HILL,
 JE0347'137.0 FEET SOUTHEAST OF CRESCENT R.M. 2, 114.1 FEET SOUTHWEST
 JE0347'OF CRESCENT R.M. 1, 22 FEET WEST OF THE WEST END OF A SMALL
 JE0347'SHED, 15 1/2 FEET SOUTH OF A 26-INCH ELM TREE, 12 FEET SOUTHEAST
 JE0347'OF A CORNER FENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 JE0347'FLUSH WITH THE GROUND.
 JE0347
 JE0347                          STATION RECOVERY (1969)
 JE0347
 JE0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JE0347'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JE0347'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 JE0347'AZIMUTH MARK (BENCH MARK J 252 1963) WAS IN THE WAY OF CONSTRUCTION
 JE0347'ON U.S. HIGHWAY 71 AND HAD TO BE MOVED, TREES OBSTRUCTED THE
 JE0347'LINE OF SIGHT TO THE MARK.  THE DIRECTION TO THE REFERENCE MARK
 JE0347'CHECKED.  THE DISTANCE TO REFERENCE MARK NO. 1 CHECKED BUT THE
 JE0347'DISTANCE TO REFERENCE MARK NO. 2 FAILED TO CHECK BY -0.08 FEET.
 JE0347'
 JE0347'A NEW AZIMUTH MARK WAS SET.
 JE0347'
 JE0347'FOLLOWING IS A NEW DESCRIPTION FOR THE NEW AZIMUTH MARK.
 JE0347'
 JE0347'AZIMUTH MARK, A STANDARD DISK STAMPED CRESCENT 1948 1969, IS SET
 JE0347'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 JE0347'IT IS 42 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BARN,
 JE0347'21 FEET NORTH OF THE NORTH GATE POST FOR A METAL GATE, 20 FEET
 JE0347'WEST OF THE CENTER OF A ROAD, 1 FOOT EAST OF A FENCE, AND 1 FOOT
 JE0347'SOUTH OF A METAL WITNESS POST.
 JE0347'
 JE0347'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 JE0347'DRIVEWAY FOR 0.1 MILE TO U.S. HIGHWAY 71.  TURN LEFT AND GO SOUTH
 JE0347'ON U.S. HIGHWAY 71 FOR 0.35 MILE TO THE JUNCTION OF STATE ROAD AA.
 JE0347'TURN RIGHT AND GO WEST ON STATE ROAD AA FOR 0.2 MILE TO A SIDE
 JE0347'ROAD ON THE RIGHT AND A BRICK HOUSE IN THE NORTHEAST ANGLE.
 JE0347'TURN RIGHT AND GO NORTH ON A BLADED ROAD FOR 0.1 MILE TO THE
 JE0347'MARK ON THE LEFT.
 JE0347'
 JE0347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 2.8 MILES
 JE0347'NORTH OF ADRIAN.
 JE0347
 JE0347                          STATION RECOVERY (1969)
 JE0347
 JE0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JE0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0346 ***********************************************************************
 JE0346  DESIGNATION -  CRESCENT RM 1
 JE0346  PID         -  JE0346
 JE0346  STATE/COUNTY-  MO/BATES
 JE0346  USGS QUAD   -  ADRIAN (1981)
 JE0346
 JE0346                         *CURRENT SURVEY CONTROL
 JE0346  ___________________________________________________________________
 JE0346* NAD 83(1986)-  38 26 07.     (N)    094 20 28.     (W)     SCALED    
 JE0346* NAVD 88     -       275.690  (meters)     904.49   (feet)  ADJUSTED  
 JE0346  ___________________________________________________________________
 JE0346  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0346  DYNAMIC HT  -         275.496 (meters)     903.86  (feet)  COMP
 JE0346  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 JE0346
 JE0346  VERT ORDER  -  FIRST     CLASS II
 JE0346
 JE0346.The horizontal coordinates were scaled from a topographic map and have
 JE0346.an estimated accuracy of +/- 6 seconds.
 JE0346
 JE0346.The orthometric height was determined by differential leveling
 JE0346.and adjusted by the National Geodetic Survey in June 1991..
 JE0346
 JE0346.The geoid height was determined by GEOID03.
 JE0346
 JE0346.The dynamic height is computed by dividing the NAVD 88
 JE0346.geopotential number by the normal gravity value computed on the
 JE0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0346.degrees latitude (g = 980.6199 gals.).
 JE0346
 JE0346.The modeled gravity was interpolated from observed gravity values.
 JE0346
 JE0346;                    North         East    Units  Estimated Accuracy
 JE0346;SPC MO W     -   251,780.      863,870.      MT  (+/- 180 meters Scaled)
 JE0346
 JE0346                          SUPERSEDED SURVEY CONTROL
 JE0346
 JE0346  NGVD 29 (??/??/92)  275.568  (m)          904.09   (f) ADJ UNCH    1 2
 JE0346
 JE0346.Superseded values are not recommended for survey control.
 JE0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0346.See file dsdata.txt to determine how the superseded data were derived.
 JE0346
 JE0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC829549(NAD 83)
 JE0346_MARKER: DR = REFERENCE MARK DISK
 JE0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0346_STAMPING: CRESCENT NO 1 1948
 JE0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0346+STABILITY: SURFACE MOTION
 JE0346
 JE0346  HISTORY     - Date     Condition        Report By
 JE0346  HISTORY     - 1948     MONUMENTED       CGS
 JE0346  HISTORY     - 1963     GOOD             NGS
 JE0346  HISTORY     - 1969     GOOD             NGS
 JE0346
 JE0346                          STATION DESCRIPTION
 JE0346
 JE0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0346'3.4 MI NE FROM ADRIAN.
 JE0346'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0346'FROM THE STATION AT ADRIAN, THENCE 0.6 MILE EAST ALONG STATE
 JE0346'ROAD AA, THENCE 0.35 MILE NORTH ALONG U.S. HIGHWAY 71, THENCE
 JE0346'0.1 MILE EAST ALONG A PRIVATE DRIVEWAY TO THE CREST OF A HILL,
 JE0346'114.1 FEET NORTHEAST OF CRESCENT 1948, 17 FEET NORTH OF THE
 JE0346'CENTER LINE OF THE DRIVEWAY, 47 FEET SOUTH OF THE SOUTHWEST
 JE0346'CORNER OF A CONCRETE BLOCK BARN, 2.3 FEET NORTH OF A FENCE,
 JE0346'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JE0346
 JE0346                          STATION RECOVERY (1969)
 JE0346
 JE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JE0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0345 ***********************************************************************
 JE0345  DESIGNATION -  CRESCENT RM 2
 JE0345  PID         -  JE0345
 JE0345  STATE/COUNTY-  MO/BATES
 JE0345  USGS QUAD   -  ADRIAN (1981)
 JE0345
 JE0345                         *CURRENT SURVEY CONTROL
 JE0345  ___________________________________________________________________
 JE0345* NAD 83(1986)-  38 26 07.     (N)    094 20 28.     (W)     SCALED    
 JE0345* NAVD 88     -       274.036  (meters)     899.07   (feet)  ADJUSTED  
 JE0345  ___________________________________________________________________
 JE0345  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0345  DYNAMIC HT  -         273.843 (meters)     898.43  (feet)  COMP
 JE0345  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 JE0345
 JE0345  VERT ORDER  -  FIRST     CLASS II
 JE0345
 JE0345.The horizontal coordinates were scaled from a topographic map and have
 JE0345.an estimated accuracy of +/- 6 seconds.
 JE0345
 JE0345.The orthometric height was determined by differential leveling
 JE0345.and adjusted by the National Geodetic Survey in June 1991..
 JE0345
 JE0345.The geoid height was determined by GEOID03.
 JE0345
 JE0345.The dynamic height is computed by dividing the NAVD 88
 JE0345.geopotential number by the normal gravity value computed on the
 JE0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0345.degrees latitude (g = 980.6199 gals.).
 JE0345
 JE0345.The modeled gravity was interpolated from observed gravity values.
 JE0345
 JE0345;                    North         East    Units  Estimated Accuracy
 JE0345;SPC MO W     -   251,780.      863,870.      MT  (+/- 180 meters Scaled)
 JE0345
 JE0345                          SUPERSEDED SURVEY CONTROL
 JE0345
 JE0345  NGVD 29 (??/??/92)  273.914  (m)          898.67   (f) ADJ UNCH    1 2
 JE0345
 JE0345.Superseded values are not recommended for survey control.
 JE0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0345.See file dsdata.txt to determine how the superseded data were derived.
 JE0345
 JE0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC829549(NAD 83)
 JE0345_MARKER: DR = REFERENCE MARK DISK
 JE0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0345_STAMPING: CRESCENT NO 2 1948
 JE0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0345+STABILITY: SURFACE MOTION
 JE0345
 JE0345  HISTORY     - Date     Condition        Report By
 JE0345  HISTORY     - 1948     MONUMENTED       CGS
 JE0345  HISTORY     - 1963     GOOD             NGS
 JE0345  HISTORY     - 1969     GOOD             NGS
 JE0345
 JE0345                          STATION DESCRIPTION
 JE0345
 JE0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0345'3.4 MI NE FROM ADRIAN.
 JE0345'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0345'THE STATION AT ADRIAN, THENCE 0.6 MILE EAST ALONG STATE ROAD
 JE0345'AA, THENCE 0.35 MILE NORTH ALONG U.S. HIGHWAY 71, THENCE 0.1
 JE0345'MILE EAST ALONG A PRIVATE DRIVEWAY TO THE CREST OF A HILL, 137.0
 JE0345'FEET NORTHWEST OF AND ACROSS THE DRIVEWAY FROM CRESCENT 1948,
 JE0345'7 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, IN A FENCE LINE,
 JE0345'161 FEET WEST OF CRESCENT R.M. 1, AND SET IN THE TOP OF A CONCRETE
 JE0345'POST FLUSH WITH THE GROUND.
 JE0345
 JE0345                          STATION RECOVERY (1969)
 JE0345
 JE0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JE0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0715 ***********************************************************************
 HC0715  DESIGNATION -  CREST
 HC0715  PID         -  HC0715
 HC0715  STATE/COUNTY-  MO/SHANNON
 HC0715  USGS QUAD   -  PINE CREST (1985)
 HC0715
 HC0715                         *CURRENT SURVEY CONTROL
 HC0715  ___________________________________________________________________
 HC0715* NAD 83(1997)-  37 04 50.61035(N)    091 38 57.28036(W)     ADJUSTED  
 HC0715* NAVD 88     -       391.8    (meters)    1285.     (feet)  VERTCON   
 HC0715  ___________________________________________________________________
 HC0715  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 HC0715  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HC0715
 HC0715  HORZ ORDER  -  FIRST
 HC0715
 HC0715.The horizontal coordinates were established by classical geodetic methods
 HC0715.and adjusted by the National Geodetic Survey in February 2000..
 HC0715
 HC0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0715
 HC0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0715
 HC0715.The geoid height was determined by GEOID03.
 HC0715
 HC0715;                    North         East     Units Scale Factor Converg.
 HC0715;SPC MO E     -   139,028.667   147,816.990   MT  1.00006191   -0 41 34.7
 HC0715;UTM  15      - 4,104,680.914   620,060.800   MT  0.99977757   +0 48 52.3
 HC0715
 HC0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0715!SPC MO E     -   0.99994320  x   1.00006191  =   1.00000511
 HC0715!UTM  15      -   0.99994320  x   0.99977757  =   0.99972078
 HC0715
 HC0715                          SUPERSEDED SURVEY CONTROL
 HC0715
 HC0715  NAD 83(1986)-  37 04 50.62193(N)    091 38 57.27912(W) AD(       ) 1
 HC0715  NAD 27      -  37 04 50.43335(N)    091 38 56.76957(W) AD(       ) 1
 HC0715  NGVD 29 (07/19/86)  391.7    (m)         1285.     (f) VERT ANG       
 HC0715
 HC0715.Superseded values are not recommended for survey control.
 HC0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0715.See file dsdata.txt to determine how the superseded data were derived.
 HC0715
 HC0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB2006104681(NAD 83)
 HC0715_MARKER: DS = TRIANGULATION STATION DISK
 HC0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0715+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 HC0715
 HC0715  HISTORY     - Date     Condition        Report By
 HC0715  HISTORY     - 1978     MONUMENTED       NGS
 HC0715  HISTORY     - 20060321 GOOD             MODNR
 HC0715
 HC0715                          STATION DESCRIPTION
 HC0715
 HC0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HC0715'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF SUMMERSVILLE, 6
 HC0715'MILES NORTHEAST OF MOUNTAIN VIEW, 11 MILES WEST-NORTHWEST OF
 HC0715'BIRCH TREE NEAR THE TOP OF A WOODED HILL IN THE
 HC0715'SOUTHEAST 1/4 OF SECTION 19, T 28 N, R 6 W, AND ON
 HC0715'THE PROPERTY OF MR. DICK STUMPY, OF THE ST. LOUIS AREA.
 HC0715'
 HC0715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 HC0715'STATE HIGHWAY 17 ABOUT 1.6 MILES EAST OF MOUNTAIN VIEW
 HC0715'GO NORTHERLY ON STATE HIGHWAY 17 FOR 5.5 MILES TO THE JUNCTION
 HC0715'OF STATE HIGHWAY 17 AND COUNTY ROAD O.  BEAR RIGHT AND GO
 HC0715'NORTHEASTERLY ON COUNTY ROAD O, (PASSING THE HOME OF RAYMOND
 HC0715'HOLDENS ON THE RIGHT) FOR 0.5 MILES TO A LOCKED ALUMINUM
 HC0715'GATE AND A WOODS ROAD ON THE LEFT.
 HC0715'(THE KEY MAY BE OBTAINED FROM THE
 HC0715'HOLDENS.) FROM THE GATE GO NORTHERLY ON THE WOODS ROAD FOR
 HC0715'306 PACES PASSING SEVERAL OUTBUILDINGS TO WHERE IT BRANCHES
 HC0715'LEFT.  TURN LEFT, WESTERLY PASSING REFERENCE MARK NO 1 ON
 HC0715'THE RIGHT, 58 PACES TO A OAK TREE.  THE STATION IS
 HC0715'13 PACES NORTH OF THE OAK.
 HC0715'
 HC0715'THE STATION MARKS ARE STANDARD DISKS STAMPED---CREST 1977---.
 HC0715'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0715'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND
 HC0715'SURFACE AND HAS A METAL ROD EMBEDDED IN THE MONUMENT. IT
 HC0715'IS 10.4 FEET SOUTH OF A METAL WITNESS POST, 20 FEET WEST
 HC0715'OF AN 8-INCH BLAZED OAK TREE AND 19.3 FEET NORTH OF AN
 HC0715'11 INCH PINE TREE.  THE UNDERGROUND MARK IS SET IN THE TOP
 HC0715'OF AN IRREGULAR MASS OF CONCRETE 33 INCHES BELOW THE GROUND
 HC0715'SURFACE.
 HC0715'
 HC0715'REFERENCE MARK 1, A STANDARD DISK STAMPED---CREST NO 1
 HC0715'1977---IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HC0715'MONUMENT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 7 FEET
 HC0715'NORTH OF THE CENTER OF THE WOODS ROAD AND 2.0 FEET EAST
 HC0715'OF A METAL WITNESS POST
 HC0715'
 HC0715'REFERENCE MARK 2, A STANDARD DISK STAMPED---CREST NO 2
 HC0715'1977---IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HC0715'MONUMENT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 8.9 FEET
 HC0715'SOUTHEAST OF A 4 INCH OAK TREE, 6 FEET NORTHEAST OF AN 11 INCH
 HC0715'BLAZED PINE TREE, AND 2.7 FEET EAST OF A METAL WITNESS POST.
 HC0715'
 HC0715'NO OTHER STATIONS WERE VISIBLE FROM THE GROUND AND NO
 HC0715'SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 HC0715'
 HC0715'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE
 HC0715'TO TREES ON LINE.
 HC0715'
 HC0715'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 20 METERS.
 HC0715
 HC0715                          STATION RECOVERY (2006)
 HC0715
 HC0715'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HC0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1668 ***********************************************************************
 JC1668  DESIGNATION -  CRESWELL
 JC1668  PID         -  JC1668
 JC1668  STATE/COUNTY-  MO/JEFFERSON
 JC1668  USGS QUAD   -  BELEW CREEK (1974)
 JC1668
 JC1668                         *CURRENT SURVEY CONTROL
 JC1668  ___________________________________________________________________
 JC1668* NAD 83(1997)-  38 20 02.91961(N)    090 32 15.06392(W)     ADJUSTED  
 JC1668* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 JC1668  ___________________________________________________________________
 JC1668  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 JC1668  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 JC1668
 JC1668  HORZ ORDER  -  SECOND
 JC1668
 JC1668.The horizontal coordinates were established by classical geodetic methods
 JC1668.and adjusted by the National Geodetic Survey in February 2000..
 JC1668
 JC1668.The orthometric height was scaled from a topographic map.
 JC1668
 JC1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1668
 JC1668.The geoid height was determined by GEOID03.
 JC1668
 JC1668;                    North         East     Units Scale Factor Converg.
 JC1668;SPC MO E     -   277,520.323   246,719.950   MT  0.99993347   -0 01 23.8
 JC1668;UTM  15      - 4,245,759.797   715,230.126   MT  1.00017053   +1 31 40.6
 JC1668
 JC1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1668!SPC MO E     -   0.99995819  x   0.99993347  =   0.99989166
 JC1668!UTM  15      -   0.99995819  x   1.00017053  =   1.00012871
 JC1668
 JC1668:                Primary Azimuth Mark                     Grid Az
 JC1668:SPC MO E     -  CRESWELL AZ MK                           132 12 15.8
 JC1668:UTM  15      -  CRESWELL AZ MK                           130 39 11.4
 JC1668
 JC1668|---------------------------------------------------------------------|
 JC1668| PID    Reference Object                     Distance      Geod. Az  |
 JC1668|                                                           dddmmss.s |
 JC1668| CI4178 CRESWELL AZ MK                                     1321052.0 |
 JC1668| JC1667 SUNRIDGE LOOKOUT TOWER              APPROX. 0.8 KM 1322341.0 |
 JC1668| CI4179 CRESWELL RM 1                        19.199 METERS 23608     |
 JC1668| CI4180 CRESWELL RM 2                        32.562 METERS 30703     |
 JC1668| JC1666 ZIEGLER                             APPROX. 7.7 KM 3091642.4 |
 JC1668|---------------------------------------------------------------------|
 JC1668
 JC1668                          SUPERSEDED SURVEY CONTROL
 JC1668
 JC1668  NAD 83(1997)-  38 20 02.92157(N)    090 32 15.06352(W) AD(       ) 2
 JC1668  NAD 83(1986)-  38 20 02.93874(N)    090 32 15.06038(W) AD(       ) 2
 JC1668  NAD 27      -  38 20 02.74100(N)    090 32 14.60700(W) AD(       ) 2
 JC1668
 JC1668.Superseded values are not recommended for survey control.
 JC1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1668.See file dsdata.txt to determine how the superseded data were derived.
 JC1668
 JC1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1523045760(NAD 83)
 JC1668_MARKER: DS = TRIANGULATION STATION DISK
 JC1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1668
 JC1668  HISTORY     - Date     Condition        Report By
 JC1668  HISTORY     - 1956     MONUMENTED       CGS
 JC1668  HISTORY     - 1962     GOOD             CGS
 JC1668  HISTORY     - 1969     GOOD             CGS
 JC1668
 JC1668                          STATION DESCRIPTION
 JC1668
 JC1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1668'THE STATION IS LOCATED ON A TREE COVERED RIDGE NEAR A FARM
 JC1668'HOUSE.  IT IS ABOUT 7 MILES AIRLINE NORTH-NORTHEAST OF HILLSBORO,
 JC1668'ABOUT 3 MILES AIRLINE SOUTH-SOUTHWEST OF OTTOVILLE, AND
 JC1668'0.4 MILE WEST OF THE SUNRIDGE LOOKOUT TOWER.
 JC1668'
 JC1668'TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN HILLSBORO, GO
 JC1668'EAST FOR 1 BLOCK TO A TRAFFIC LIGHT AT A CROSS ROAD.  TURN
 JC1668'LEFT AND GO NORTH ON STATE HIGHWAY 21 FOR 6.9 MILES TO A
 JC1668'T-ROAD LEFT AND SIGN SUNRIDGE LOOKOUT TOWER ON THE LEFT.  TURN
 JC1668'LEFT AND GO WEST ON GRAVEL ROAD FOR 0.25 MILE TO A SIDE
 JC1668'ROAD LEFT AND THE SUNRIDGE LOOKOUT TOWER AND AZIMUTH MARK
 JC1668'150 FEET SOUTH.  CONTINUE WEST FOR 0.6 MILE TO TOP OF RIDGE
 JC1668'AND THE STATION ON THE LEFT.
 JC1668'
 JC1668'THE STATION MARK IS A STANDARD DISK STAMPED CRESWELL 1956,
 JC1668'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JC1668'PROJECTS 4 INCHES.  IT IS 100 FEET EAST OF A FARM HOUSE,
 JC1668'4 FEET SOUTH OF A WHITE WITNESS POST, 21 FEET SOUTH OF THE
 JC1668'CENTER LINE OF THE GRAVEL ROAD AND 32 FEET EAST OF THE CENTER
 JC1668'LINE OF A DRIVEWAY.
 JC1668'
 JC1668'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CRESWELL
 JC1668'NO. 1 1956, SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE
 JC1668'CYLINDER FLUSH WITH THE GROUND.  IT IS 60 FEET EAST OF THE
 JC1668'SOUTHEAST CORNER OF THE FARM HOUSE, 12 FEET SOUTH OF THE
 JC1668'CENTER LINE OF THE DRIVEWAY, AND ABOUT 3 FEET LOWER THAN
 JC1668'THE STATION.
 JC1668'
 JC1668'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CRESWELL
 JC1668'NO. 2 1956, SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE
 JC1668'CYLINDER FLUSH WITH THE GROUND.  IT IS 30 FEET EAST OF A
 JC1668'POWER LINE POLE, 15 FEET NORTH OF THE CENTER LINE OF THE
 JC1668'GRAVEL ROAD AND AT THE SAME ELEVATION AS THE STATION.
 JC1668'
 JC1668'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRESWELL 1956,
 JC1668'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE
 JC1668'NORTHWEST LEG OF THE SUNRIDGE LOOKOUT TOWER.  IT PROJECTS
 JC1668'6 INCHES ABOVE THE GROUND.
 JC1668
 JC1668                          STATION RECOVERY (1962)
 JC1668
 JC1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 JC1668'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JC1668'IN GOOD CONDITION.  A SHORT WAVE TOWER OWNED BY FABRICK
 JC1668'HAS BEEN BUILT NEAR THE STATION SITE.  SOME ADDED REFERENCE
 JC1668'MEASUREMENTS FOLLOW.
 JC1668'
 JC1668'STATION IS LOCATED 28 FEET WEST OF THE NORTHEAST CORNER OF STEEL
 JC1668'FENCE AROUND THE TOWER, 4.2 FEET NORTH-NORTHEAST OF THE
 JC1668'NORTHWEST CORNER OF STEEL FENCE AROUND THE TOWER, 4 FEET
 JC1668'SOUTHEAST OF A POWER POLE, AND 4 FEET SOUTH OF A WHITE
 JC1668'WITNESS POST.
 JC1668
 JC1668                          STATION RECOVERY (1969)
 JC1668
 JC1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JC1668'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 JC1668'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 JC1668'DESTROYED WHEN THE OLD SUNRIDGE LOOKOUT TOWER WAS DESTROYED.  A NEW
 JC1668'LOOKOUT TOWER WAS CONSTRUCTED NEAR THE OLD LOOKOUT SITE.  NO
 JC1668'VISIBLE OBJECTS AT STATION SITE AND NO SUITABLE PLACE TO SET A NEW
 JC1668'ONE.  THE PREVIOUS DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JC1668'
 JC1668'A METAL WITNESS SIGN WAS PLACED IN FENCE AROUND A RADIO TOWER 4 FEET
 JC1668'SOUTH-SOUTHWEST OF THE STATION MARK.
 JC1668'
 JC1668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES NNE
 JC1668'OF HILLSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1787 ***********************************************************************
 JC1787  DESIGNATION -  CREVEPORT
 JC1787  PID         -  JC1787
 JC1787  STATE/COUNTY-  MO/ST LOUIS
 JC1787  USGS QUAD   -  CHESTERFIELD (1994)
 JC1787
 JC1787                         *CURRENT SURVEY CONTROL
 JC1787  ___________________________________________________________________
 JC1787* NAD 83(1997)-  38 43 25.68349(N)    090 30 31.94307(W)     ADJUSTED  
 JC1787* NAVD 88     -       136.3    (meters)     447.     (feet)  VERTCON   
 JC1787  ___________________________________________________________________
 JC1787  X           -     -44,252.857 (meters)                     COMP
 JC1787  Y           -  -4,982,451.235 (meters)                     COMP
 JC1787  Z           -   3,968,507.727 (meters)                     COMP
 JC1787  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 JC1787  ELLIP HEIGHT-         105.01  (meters)          (02/17/00) GPS OBS
 JC1787  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JC1787
 JC1787  HORZ ORDER  -  THIRD
 JC1787  ELLP ORDER  -  FOURTH    CLASS I
 JC1787
 JC1787.This mark is at Creve Coeur Airport (1H0)
 JC1787
 JC1787.The horizontal coordinates were established by GPS observations
 JC1787.and adjusted by the National Geodetic Survey in February 2000..
 JC1787
 JC1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1787
 JC1787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1787
 JC1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1787
 JC1787.The ellipsoidal height was determined by GPS observations
 JC1787.and is referenced to NAD 83.
 JC1787
 JC1787.The geoid height was determined by GEOID03.
 JC1787
 JC1787;                    North         East     Units Scale Factor Converg.
 JC1787;SPC MO E     -   320,771.234   249,228.430   MT  0.99993334   -0 00 20.0
 JC1787;UTM  15      - 4,289,073.340   716,562.155   MT  1.00017756   +1 33 32.3
 JC1787
 JC1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1787!SPC MO E     -   0.99998352  x   0.99993334  =   0.99991687
 JC1787!UTM  15      -   0.99998352  x   1.00017756  =   1.00016108
 JC1787
 JC1787:                Primary Azimuth Mark                     Grid Az
 JC1787:SPC MO E     -  CREVEPORT AZ MK                          338 25 47.9
 JC1787:UTM  15      -  CREVEPORT AZ MK                          336 51 55.6
 JC1787
 JC1787|---------------------------------------------------------------------|
 JC1787| PID    Reference Object                     Distance      Geod. Az  |
 JC1787|                                                           dddmmss.s |
 JC1787| JC1788 CREVEPORT AZ MK                     APPROX. 0.5 KM 3382527.9 |
 JC1787|---------------------------------------------------------------------|
 JC1787
 JC1787                          SUPERSEDED SURVEY CONTROL
 JC1787
 JC1787  NAD 83(1997)-  38 43 25.68489(N)    090 30 31.94315(W) AD(       ) 3
 JC1787  NAD 83(1986)-  38 43 25.69492(N)    090 30 31.94121(W) AD(       ) 3
 JC1787  NGVD 29 (10/04/91)  136.3    (m)          447.     (f) GPS OBS        
 JC1787
 JC1787.Superseded values are not recommended for survey control.
 JC1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1787.See file dsdata.txt to determine how the superseded data were derived.
 JC1787
 JC1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1656289073(NAD 83)
 JC1787_MARKER: I = METAL ROD
 JC1787_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1787_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1787_STAMPING: CREVEPORT 1991
 JC1787_MARK LOGO: NGS   
 JC1787_PROJECTION: FLUSH
 JC1787_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1787+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JC1787_ROD/PIPE-DEPTH: 26.5 meters
 JC1787_SLEEVE-DEPTH  : 1.0 meters
 JC1787
 JC1787  HISTORY     - Date     Condition        Report By
 JC1787  HISTORY     - 1991     MONUMENTED       NGS
 JC1787
 JC1787                          STATION DESCRIPTION
 JC1787
 JC1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JC1787'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF ST CHARLES, 22.6 KM
 JC1787'(14.0 MI) WEST-NORTHWEST OF DOWNTOWN ST LOUIS, 2.4 KM (1.5 MI) SOUTH
 JC1787'OF INTERSTATE 70, AT THE EAST SIDE OF THE MISSOURI RIVER, IN AREA
 JC1787'KNOWN AS MARYLAND HEIGHTS, AT THE ST LOUIS/CREVE COEUR AIRPORT.
 JC1787'OWNERSHIP-CREVE COEUR AIRPORT IMPR. CORP., 3127 CREVE COEUR MILL
 JC1787'ROAD, ST LOUIS, MO 63146.  AIRPORT MANAGER IS BOB CAMERON, PHONE
 JC1787'314-878-9575, 434-3368.
 JC1787'TO REACH THE STATION FROM THE INTERSTATE 70 AND EARTH CITY EXPRESSWAY
 JC1787'INTERCHANGE, EXIT 231, LOCATED ABOUT 22.6 KM (14.0 MI) WEST-NORTHWEST
 JC1787'OF DOWNTOWN ST LOUIS, AND ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF ST
 JC1787'CHARLES, GO SOUTHERLY ON EARTH CITY EXPRESSWAY FOR 2.5 KM (1.6 MI) TO
 JC1787'THE JUNCTION OF CREVE C0EUR MILL ROAD.  TURN RIGHT, SOUTHWESTERLY,
 JC1787'ALONG CREVE COEUR MILL ROAD FOR 2.9 KM (1.8 MI) TO WHERE ROAD TAKES A
 JC1787'SHARP TURN TO THE SOUTH AND ENTRANCE ROAD TO AIRPORT STRAIGHT AHEAD.
 JC1787'CONTINUE WESTERLY ALONG AIRPORT ACCESS ROAD FOR 0.96 KM (0.60 MI) TO
 JC1787'THE AIRPORT. GO SOUTHWEST ON APRON AND TAXI ACROSS PARALLEL TAXIWAY
 JC1787'AND THE RUNWAY TO THE STATION.
 JC1787'LOCATED 24.7 M (81.0 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY, 8.4
 JC1787'M (27.6 FT) NORTH FROM A RUNWAY LIGHT AND 0.3 M (1.0 FT) NORTHEAST
 JC1787'FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1788 ***********************************************************************
 JC1788  DESIGNATION -  CREVEPORT AZ MK
 JC1788  PID         -  JC1788
 JC1788  STATE/COUNTY-  MO/ST LOUIS
 JC1788  USGS QUAD   -  CHESTERFIELD (1994)
 JC1788
 JC1788                         *CURRENT SURVEY CONTROL
 JC1788  ___________________________________________________________________
 JC1788* NAD 83(1997)-  38 43 42.08917(N)    090 30 40.22501(W)     ADJUSTED  
 JC1788* NAVD 88     -       136.1    (meters)     447.     (feet)  VERTCON   
 JC1788  ___________________________________________________________________
 JC1788  X           -     -44,450.087 (meters)                     COMP
 JC1788  Y           -  -4,982,132.815 (meters)                     COMP
 JC1788  Z           -   3,968,902.269 (meters)                     COMP
 JC1788  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 JC1788  ELLIP HEIGHT-         104.80  (meters)          (02/17/00) GPS OBS
 JC1788  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JC1788
 JC1788  HORZ ORDER  -  THIRD
 JC1788  ELLP ORDER  -  FOURTH    CLASS I
 JC1788
 JC1788.This mark is at Creve Coeur Airport (1H0)
 JC1788
 JC1788.The horizontal coordinates were established by GPS observations
 JC1788.and adjusted by the National Geodetic Survey in February 2000..
 JC1788
 JC1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1788
 JC1788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1788
 JC1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1788
 JC1788.The ellipsoidal height was determined by GPS observations
 JC1788.and is referenced to NAD 83.
 JC1788
 JC1788.The geoid height was determined by GEOID03.
 JC1788
 JC1788;                    North         East     Units Scale Factor Converg.
 JC1788;SPC MO E     -   321,277.111   249,028.445   MT  0.99993334   -0 00 25.2
 JC1788;UTM  15      - 4,289,573.690   716,348.380   MT  1.00017642   +1 33 27.7
 JC1788
 JC1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1788!SPC MO E     -   0.99998356  x   0.99993334  =   0.99991690
 JC1788!UTM  15      -   0.99998356  x   1.00017642  =   1.00015997
 JC1788
 JC1788:                Primary Azimuth Mark                     Grid Az
 JC1788:SPC MO E     -  CREVEPORT                                158 25 47.9
 JC1788:UTM  15      -  CREVEPORT                                156 51 55.0
 JC1788
 JC1788|---------------------------------------------------------------------|
 JC1788| PID    Reference Object                     Distance      Geod. Az  |
 JC1788|                                                           dddmmss.s |
 JC1788| JC1787 CREVEPORT                           APPROX. 0.5 KM 1582522.7 |
 JC1788|---------------------------------------------------------------------|
 JC1788
 JC1788                          SUPERSEDED SURVEY CONTROL
 JC1788
 JC1788  NAD 83(1997)-  38 43 42.09056(N)    090 30 40.22509(W) AD(       ) 3
 JC1788  NAD 83(1986)-  38 43 42.10059(N)    090 30 40.22313(W) AD(       ) 3
 JC1788  NGVD 29 (10/04/91)  136.1    (m)          447.     (f) GPS OBS        
 JC1788
 JC1788.Superseded values are not recommended for survey control.
 JC1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1788.See file dsdata.txt to determine how the superseded data were derived.
 JC1788
 JC1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1634889574(NAD 83)
 JC1788_MARKER: I = METAL ROD
 JC1788_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1788_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1788_STAMPING: CREVEPORT AZ MK 1991
 JC1788_MARK LOGO: NGS   
 JC1788_PROJECTION: FLUSH
 JC1788_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1788+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JC1788_ROD/PIPE-DEPTH: 27.4 meters
 JC1788_SLEEVE-DEPTH  : 0.9 meters
 JC1788
 JC1788  HISTORY     - Date     Condition        Report By
 JC1788  HISTORY     - 1991     MONUMENTED       NGS
 JC1788
 JC1788                          STATION DESCRIPTION
 JC1788
 JC1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JC1788'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF ST CHARLES, 22.6 KM
 JC1788'(14.0 MI) WEST-NORTHWEST OF DOWNTOWN ST LOUIS, 2.4 KM (1.5 MI) SOUTH
 JC1788'OF INTERSTATE 70, AT THE EAST SIDE OF THE MISSOURI RIVER, IN AREA
 JC1788'KNOWN AS MARYLAND HEIGHTS, AT THE ST LOUIS/CREVE COEUR AIRPORT.
 JC1788'OWNERSHIP-CREVE COEUR AIRPORT IMPR. CORP., 3127 CREVE COEUR MILL
 JC1788'ROAD, ST LOUIS, MO 63146.  AIRPORT MANAGER IS BOB CAMERON, PHONE
 JC1788'314-878-9575, 434-3368.
 JC1788'TO REACH THE STATION FROM THE INTERSTATE 70 AND EARTH CITY EXPRESSWAY
 JC1788'INTERCHANGE, EXIT 231, LOCATED ABOUT 22.6 KM (14.0 MI) WEST-NORTHWEST
 JC1788'OF DOWNTOWN ST LOUIS, AND ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF ST
 JC1788'CHARLES, GO SOUTHERLY ALONG EARTH CITY EXPRESSWAY FOR 2.5 KM
 JC1788'(1.6 MI) TO THE JUNCTION OF CREVE C0EUR MILL ROAD. TURN RIGHT,
 JC1788'SOUTHWESTERLY, ALONG CREVE COEUR MILL ROAD FOR 2.9 KM (1.8 MI) TO
 JC1788'WHERE ROAD TAKES A SHARP TURN TO THE SOUTH AND ENTRANCE ROAD TO
 JC1788'AIRPORT STRAIGHT AHEAD. CONTINUE WESTERLY ALONG AIRPORT ACCESS ROAD
 JC1788'FOR 0.96 KM (0.60 MI) TO THE AIRPORT. GO SOUTHWEST ON APRON AND TAXI
 JC1788'TO JUNCTION OF A TAXIWAY. TURN RIGHT, NORTH-NORTHWEST, ALONG TAXIWAY
 JC1788'AND THE WEST SIDE OF RUNWAY 16-34 FOR 0.56 KM (0.35 MI) TO THE
 JC1788'STATION ON THE LEFT NEAR THE NORTHWEST CORNER OF THE RUNWAY.
 JC1788'LOCATED 24.4 M (80.1 FT) WEST-SOUTHWEST FROM THE CENTER OF THE NORTH
 JC1788'END OF THE RUNWAY, 2.5 M (8.2 FT) SOUTHEAST FROM A RUNWAY LIGHT AND
 JC1788'0.3 M (1.0 FT) NORTHEAST FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2469 ***********************************************************************
 JD2469  DESIGNATION -  CREWS RESET
 JD2469  PID         -  JD2469
 JD2469  STATE/COUNTY-  MO/BOONE
 JD2469  USGS QUAD   -  MILLERSBURG (1982)
 JD2469
 JD2469                         *CURRENT SURVEY CONTROL
 JD2469  ___________________________________________________________________
 JD2469* NAD 83(1997)-  38 53 10.98563(N)    092 12 03.82271(W)     ADJUSTED  
 JD2469* NAVD 88     -       271.6    (meters)     891.     (feet)  VERTCON   
 JD2469  ___________________________________________________________________
 JD2469  X           -    -190,934.806 (meters)                     COMP
 JD2469  Y           -  -4,967,773.355 (meters)                     COMP
 JD2469  Z           -   3,982,657.162 (meters)                     COMP
 JD2469  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 JD2469  ELLIP HEIGHT-         239.06  (meters)          (02/17/00) GPS OBS
 JD2469  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2469
 JD2469  HORZ ORDER  -  FIRST
 JD2469  ELLP ORDER  -  FOURTH    CLASS I
 JD2469
 JD2469.The horizontal coordinates were established by classical geodetic methods
 JD2469.and adjusted by the National Geodetic Survey in February 2000..
 JD2469
 JD2469.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2469
 JD2469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2469
 JD2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2469
 JD2469.The ellipsoidal height was determined by GPS observations
 JD2469.and is referenced to NAD 83.
 JD2469
 JD2469.The geoid height was determined by GEOID03.
 JD2469
 JD2469;                    North         East     Units Scale Factor Converg.
 JD2469;SPC MO C     -   338,861.197   525,935.595   MT  0.99994161   +0 11 15.6
 JD2469;UTM  15      - 4,304,472.013   569,292.437   MT  0.99965912   +0 30 05.7
 JD2469
 JD2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2469!SPC MO C     -   0.99996249  x   0.99994161  =   0.99990411
 JD2469!UTM  15      -   0.99996249  x   0.99965912  =   0.99962163
 JD2469
 JD2469|---------------------------------------------------------------------|
 JD2469| PID    Reference Object                     Distance      Geod. Az  |
 JD2469|                                                           dddmmss.s |
 JD2469| CM3888 CREWS RM 5                           26.490 METERS 04526     |
 JD2469| JD2466 CREWS RM 3                            9.513 METERS 10232     |
 JD2469| JD2468 CREWS AZ MK                         472.133 METERS 1860332.7 |
 JD2469| CM3885 CREWS RM 1                           27.547 METERS 23241     |
 JD2469| JD2504 COLUMBIA UNIV MO PWR PLANT STK      APPROX.13.2 KM 3000917.0 |
 JD2469| AI2468 COLUMBIA UNIV OF MO JESSE HALL DOME APPROX.12.9 KM 3003416.0 |
 JD2469| JD2510 COLUMBIA UNIV MO MEMORIAL TWR       APPROX.12.6 KM 3011020.6 |
 JD2469| JD2507 COLUMBIA RADIO STA KFRU W MAST      APPROX.12.8 KM 3040905.1 |
 JD2469| JD2499 COLUMBIA RADIO STA KFRU E MAST      APPROX.12.7 KM 3042211.5 |
 JD2469| JD2506 COLUMBIA HAMILTON BRN SHOE STK      APPROX.13.4 KM 3080809.8 |
 JD2469| CM3886 CREWS RM 2                           25.372 METERS 30858     |
 JD2469| JD2502 COLUMBIA MUN PWR PLT TALL STK       APPROX.13.3 KM 3105725.0 |
 JD2469| JD2501 COLUMBIA MUN PWR PLT SHORT STK      APPROX.13.3 KM 3110201.3 |
 JD2469| JD2505 COLUMBIA MO HOG SERUM PLANT TK      APPROX.13.6 KM 3253731.5 |
 JD2469| CM3887 CREWS RM 4                           24.674 METERS 33203     |
 JD2469|---------------------------------------------------------------------|
 JD2469
 JD2469                          SUPERSEDED SURVEY CONTROL
 JD2469
 JD2469  NAD 83(1986)-  38 53 10.99447(N)    092 12 03.82691(W) AD(       ) 1
 JD2469  NAD 27      -  38 53 10.84660(N)    092 12 03.16110(W) AD(       ) 1
 JD2469  NGVD 29 (09/27/93)  271.6    (m)          891.     (f) GPS OBS        
 JD2469
 JD2469.Superseded values are not recommended for survey control.
 JD2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2469.See file dsdata.txt to determine how the superseded data were derived.
 JD2469
 JD2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6929204472(NAD 83)
 JD2469_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2469_SP_SET: CONCRETE POST
 JD2469_STAMPING: CREWS 1934
 JD2469_MARK LOGO: CGS   
 JD2469_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2469+STABILITY: SURFACE MOTION
 JD2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2469+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 JD2469
 JD2469  HISTORY     - Date     Condition        Report By
 JD2469  HISTORY     - 1934     MONUMENTED       CGS
 JD2469  HISTORY     - 1949     GOOD             CGS
 JD2469  HISTORY     - 1961     GOOD             CGS
 JD2469  HISTORY     - 1961     GOOD             CGS
 JD2469  HISTORY     - 1971     GOOD             NGS
 JD2469  HISTORY     - 19920303 GOOD             MODNR
 JD2469
 JD2469                          STATION DESCRIPTION
 JD2469
 JD2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JD2469'STATION IS ABOUT 5 MILES WSW OF MILLERSBURG, ABOUT 8 MILES SE
 JD2469'OF COLUMBIA, ON THE FARM OF MR. W.E. CREWS, IN THE BARN LOT, 88
 JD2469'FEET E OF CENTER LINE OF THE ROAD, 70 FEET E OF THE RIGHT-OF-WAY
 JD2469'FENCE, 89 FEET W OF NW CORNER OF BARN 70 FEET N OF THE S FENCE,
 JD2469'67 FEET S OF THE N FENCE THAT IS ALSO THE S YARD FENCE.  THE
 JD2469'MARK IS FLUSH WITH THE SURFACE.
 JD2469'
 JD2469'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JD2469'BRONZE DISKS SET IN CONCRETE.
 JD2469'
 JD2469'REFERENCE MARK NO. 1 IS 90.23 FEET SW OF STATION, IN BARN LOT,
 JD2469'1 FOOT E OF FENCE LINE, 10 FEET N OF THE SW CORNER POST, 20 FEET
 JD2469'E OF CENTER LINE OF THE ROAD.  IT PROJECTS 1 INCH.
 JD2469'
 JD2469'REFERENCE MARK NO. 2 IS 83.27 FEET NW OF STATION, IN BARN LOT,
 JD2469'1 FOOT E OF FENCE LINE, 20 FEET E OF CENTER LINE OF THE ROAD, 8
 JD2469'FEET S OF THE S GATE POST, 20 FEET S OF THE NW CORNER POST,
 JD2469'107.32 FEET N OF REFERENCE MARK NO. 1.  IT IS FLUSH WITH THE
 JD2469'SURFACE.
 JD2469'
 JD2469'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE S OF STATION, 20 FEET
 JD2469'E OF CENTER LINE OF THE ROAD, 1 FOOT E OF FENCE LINE.  IT
 JD2469'PROJECTS 6 INCHES.
 JD2469'
 JD2469'TO REACH STATION FROM THE POST OFFICE IN MILLERSBURG, GO NW ON
 JD2469'COUNTY ROUTE J, 0.5 MILE TO WHERE IT TURNS N AND A GRAVEL ROAD
 JD2469'CONTINUES W.  CONTINUE W ON GRAVEL ROAD 4.3 MILES TO A CROSSROADS.
 JD2469'TURN S ON DIRT ROAD AND GO 2.4 MILES TO MR. CREWS HOUSE AND
 JD2469'THE STATION ON THE LEFT SIDE OF THE ROAD.
 JD2469'
 JD2469'A 90-FOOT TOWER USED.
 JD2469'
 JD2469'ALL LIGHTS CAME INTO VIEW AT 65 FEET.
 JD2469
 JD2469                          STATION RECOVERY (1949)
 JD2469
 JD2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2469'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JD2469'FOUND IN GOOD CONDITION, EXCEPTING THE DISTANCES TO THE
 JD2469'REFERENCE MARKS DID NOT CHECK WITH THE 1934.  THE 1934
 JD2469'DESCRIPTION BY C.A.S. IS ADEQUATE, EXCEPT A NEW TO REACH FOLLOWS.
 JD2469'
 JD2469'TO REACH FROM THE POST OFFICE, IN MILLERSBURG, GO NORTHWEST ON
 JD2469'COUNTY ROUTE J 0.5 MILE, TURN LEFT (WEST) 0.75 MILE, TURN
 JD2469'RIGHT (NORTH) 0.25 MILE, TURN LEFT (WEST) 3.3 MILES TO
 JD2469'CROSSROADS, TURN LEFT (SOUTH) 2.4 MILES TO A FARM HOME ON THE
 JD2469'LEFT AND THE STATION AS DESCRIBED.
 JD2469'
 JD2469'OBSERVATIONS TAKEN FROM A TRIPOD.
 JD2469'
 JD2469'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CREWS
 JD2469'1934 TO THE AZIMUTH MARK (CREWS 1934).  IT IS 472.129 METERS
 JD2469'(1,548.97 FEET) SOUTH OF THE STATION.
 JD2469'
 JD2469'AZIMUTH MARK IS LOCATED ABOUT 8.0 MILES SOUTHEAST OF COLUMBIA,
 JD2469'5.0 MILES WEST-SOUTHWEST OF MILLERSBURG, ALONG THE EAST SIDE OF
 JD2469'THE ROAD.  IT IS 21 FEET EAST OF THE CENTERLINE OF THE ROAD AND
 JD2469'1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 JD2469'DISK IS STAMPED CREWS 1934.
 JD2469'
 JD2469'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CREWS
 JD2469'1934 TO THE AZIMUTH MARK.  IT IS 472.129 METERS (1,548.97 FEET)
 JD2469'SOUTH OF THE STATION.
 JD2469'
 JD2469'TO REACH FROM THE POST OFFICE IN MILLERSBURG, GO NORTHWEST ON
 JD2469'COUNTY ROUTE J FOR 0.5 MILE, TURN LEFT (WEST) 0.75 MILE, TURN
 JD2469'RIGHT (NORTH) 0.25 MILE, TURN LEFT (WEST) 3.3 MILES TO CROSSROADS,
 JD2469'TURN LEFT (SOUTH) 2.4 MILES TO A FARM HOUSE ON THE LEFT AND
 JD2469'STATION CREWS 1934.  CONTINUE ON SOUTH 0.3 MILE TO THE STATION
 JD2469'ON THE LEFT AS DESCRIBED.
 JD2469
 JD2469                          STATION RECOVERY (1961)
 JD2469
 JD2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JD2469'(*1949 TRAVERSE DISTANCE)
 JD2469'
 JD2469'THIS STATION WAS REACHED AS DESCRIBED AND THE UNDERGROUND STATION
 JD2469'MARK AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN
 JD2469'GOOD CONDITION.  THE SURFACE STATION MARK AND BOTH REFERENCE
 JD2469'MARKS HAD BEEN DISPLACED BY EARTH REMOVAL WORK AND REFERENCE
 JD2469'MARK NO. 3 HAD BEEN DISTRUBED AND REPLACED IN THE GROUND AT
 JD2469'APPROXIMATELY THE SAME LOCATION.  THE UNDERGROUND STATION MARK
 JD2469'WAS RECOVERED IN ITS ORIGINAL POSITION AND LOWERED IN PLACE
 JD2469'AND THE SURFACE STATION MARK WAS REPLACED.  A COMPLETE
 JD2469'DESCRIPTION FOLLOWS-
 JD2469'
 JD2469'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF COLUMBIA AND 5
 JD2469'MILES WEST-SOUTHWEST OF MILLERSBURG IN A BARNYARD ON LAND
 JD2469'OWNED AND OCCUPIED BY WILLIS SMITH, 154 FEET SOUTH-SOUTHWEST OF
 JD2469'THE SOUTHWEST CORNER OF HIS FARMHOUSE, 90 FEET EAST OF THE
 JD2469'CENTER OF A GRAVEL ROAD, 89 FEET WEST OF THE NORTHWEST CORNER
 JD2469'OF BARN, 80 FEET SOUTH OF THE CENTER OF DRIVEWAY TO HOUSE, AND
 JD2469'69 FEET NORTH OF A FENCE.  THE MARK PROJECTS 1 INCH AND THE
 JD2469'DISK IS STAMPED CREWS 1934.
 JD2469'
 JD2469'TO REACH THE STATION FROM THE MILLERSBURG POST OFFICE, GO
 JD2469'NORTHWEST ON COUNTY ROAD J FOR 0.5 MILE TO THE JUNCTION OF COUNTY
 JD2469'ROAD WW.  CONTINUE STRAIGHT AHEAD WEST ON COUNTY ROAD WW FOR
 JD2469'4.3 MILES TO CROSSROADS.  (THIS X-ROAD IS 6.5 MILES EAST ALONG
 JD2469'COUNTY ROAD WW FROM THE JUNCTION OF U.S. HIGHWAY 63 AND COUNTY
 JD2469'ROAD WW AT THE EAST EDGE OF COLUMBIA).  TURN LEFT AND GO SOUTH
 JD2469'ON A GRAVEL ROAD FOR 2.4 MILES TO THE WILLIS SMITH FARMHOUSE
 JD2469'ON THE LEFT AND THE STATION AS DESCRIBED.
 JD2469'
 JD2469'REFERENCE MARK NO. 3 IS 31.41 FEET EAST-SOUTHEAST OF THE
 JD2469'STATION, AND 58 FEET WEST OF THE NORTHWEST CORNER OF THE BARN.
 JD2469'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED CREWS NO. 3
 JD2469'1949.  (THIS MARK WAS DISTURBED BY EARTH REMOVAL).
 JD2469'
 JD2469'REFERENCE MARK NO. 4 IS NORTHWEST OF THE STATION 80.95 FEET,
 JD2469'40 FEET EAST OF THE CENTER OF GRAVEL ROAD, 11 FEET SOUTH OF THE
 JD2469'CENTER OF DRIVEWAY TO HOUSE, AND 2 FEET EAST OF TELEPHONE POLE.
 JD2469'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CREWS NO. 4
 JD2469'1934.
 JD2469'
 JD2469'REFERENCE MARK NO. 5 IS 86.91 FEET NORTH OF THE STATION, 20
 JD2469'FEET SOUTH OF THE CENTER OF DRIVEWAY TO HOUSE AND 2 FEET EAST
 JD2469'OF A POWER POLE WITH A METER ATTACHED.  THE MARK PROJECTS 4
 JD2469'INCHES AND THE DISK IS STAMPED CREWS NO 5 1934.
 JD2469'
 JD2469'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 477 FEET SOUTH
 JD2469'OF A FENCE T-INTERSECTION, 126 FEET SOUTH OF THE 2ND POWER
 JD2469'POLE SOUTH OF THE FENCE T-INTERSECTION, 21 FEET EAST OF THE
 JD2469'CENTER OF GRAVEL ROAD, AND 1 FOOT EAST OF FENCE.  THE MARK
 JD2469'PROJECTS 4 INCHES AND THE DISK IS STAMPED CREWS 1934.
 JD2469'
 JD2469'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL
 JD2469'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JD2469'
 JD2469'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD2469
 JD2469                          STATION RECOVERY (1961)
 JD2469
 JD2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JD2469'RECOVERED IN GOOD CONDITION.
 JD2469
 JD2469                          STATION RECOVERY (1971)
 JD2469
 JD2469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2469'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4,
 JD2469'REFERENCE MARK NO. 5, AND THE AZIMUTH MARK WERE RECOVERED AS
 JD2469'DESCRIBED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 JD2469'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY EXCEPT THE CROSSROAD
 JD2469'MENTIONED IN THE ORIGINAL DESCRIPTION IS 5.7 MILES EAST OF THE
 JD2469'JUNCTION OF U.S. HIGHWAY 63 AND STATE ROAD WW AT THE EAST SIDE
 JD2469'OF COLUMBIA.
 JD2469'
 JD2469'THE STATION IS 1 FOOT SOUTH OF A FENCE WHICH RUNS WEST FROM THE
 JD2469'NORTH SIDE OF A BARN.
 JD2469'
 JD2469'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JD2469'
 JD2469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2469'ABOUT 5 MILES WSW OF MILLERSBURG.
 JD2469
 JD2469                          STATION RECOVERY (1992)
 JD2469
 JD2469'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD2469'DATE OF REPORT 11-30-1992
 JD2469'STATION CREWS RESET
 JD2469'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2469'MONUMENTS ARE ALL C AND GS DISKS AS FOLLOWS
 JD2469'SURFACE--CREWS 1934--12 INCH ROUND PROJECTS 1.5 INCH
 JD2469'REFERENCE MARK--CREWS NO. 3 1934--14 INCH ROUND PROJECTS 3 INCHES
 JD2469'REFERENCE MARK--CREWS NO. 5 1934--12 INCH ROUND PROJECTS 3 INCHES
 JD2469'AZIMUTH MARK--CREWS 1934--12 INCH ROUND PROJECTS 7 INCHES
 JD2469'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHEAST OF COLUMBIA MO
 JD2469'IN A BARNYARD OWNED BY MR. MIKE SMITH.  IT IS 90 FT (27.4 M) EAST OF
 JD2469'THE CENTERLINE OF RANGELINE ROAD, 80 FT (24.4 M) SOUTH OF THE
 JD2469'CENTERLINE OF THE ENTRANCE DRIVE TO MR. SMITHS HOUSE, 89 FT
 JD2469'(27.1 M) WEST OF THE NORTHWEST CORNER OF THE BARN, AND 154 FT
 JD2469'(46.9 M) SSW OF THE SOUTHWEST CORNER OF THE HOUSE.  REFERENCE MARK
 JD2469'NO. 3 IS 58 FT (17.7 M) WEST OF THE NORTHWEST CORNER OF THE BARN AND
 JD2469'31.4 FT (9.6 M) ESE OF THE STATION.  REFERENCE MARK NO. 5 IS 86.9 FT
 JD2469'(26.5 M) NORTHEAST OF THE STATION, 2.5 FT (0.8 M) SOUTH OF A
 JD2469'BRACED UTILITY POLE AND 20 FT (6.1 M) SOUTH OF THE CENTERLINE OF THE
 JD2469'ENTRANCE DRIVE.
 JD2469'THE AZIMUTH MARK IS ABOUT 0.3 MI (0.5 KM) SOUTH ON THE EAST SIDE OF
 JD2469'RANGELINE RD. AND SETS ON A SMALL MOUND.  IT IS 21 FT (6.4 M) EAST
 JD2469'OF THE CENTERLINE OF THE ROAD.
 JD2469'STATION AND AZIMUTH MARK TO REACH
 JD2469'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HWY. 63 AND
 JD2469'ROUTE AB, ABOUT 7 MI (11.3 KM) SOUTHEAST OF COLUMBIA MO, GO EAST ON
 JD2469'ROUTE AB FOR 2.0 MI (3.2 KM) TO RANGELINE ROAD.  TURN LEFT AND GO
 JD2469'NORTH ON RANGELINE FOR 1.05 MI (1.69 KM) TO TOWNSHIP LINE. TURN RIGHT
 JD2469'AND CONTINUE EAST ON RANGELINE FOR 0.5 MI (0.8 KM) TO T-JUNCTION
 JD2469'(DAVID ALLEN RD. EAST AND RANGELINE TURNS NORTH). TURN LEFT AND GO
 JD2469'NORTH ON RANGELINE FOR 0.4 MI (0.6 KM) TO AZIMUTH MARK ON THE RIGHT
 JD2469'(EAST) SIDE OF ROAD.
 JD2469'TO REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE NORTH FOR 0.3 MI
 JD2469'(0.5 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 JD2469'SPECIAL INFORMATION
 JD2469'THE STATION IS ON PROPERTY OF MR. MIKE SMITH, 5500 S. RANGELINE, ROUTE
 JD2469'2 BOX 210, COLUMBIA MO   65201, TEL 314-874-3691.  MR. SMITH WILL
 JD2469'LEAVE GATE OPEN IF NOTIFIED IN ADVANCE WHEN OCCUPYING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2466 ***********************************************************************
 JD2466  DESIGNATION -  CREWS RM 3
 JD2466  PID         -  JD2466
 JD2466  STATE/COUNTY-  MO/BOONE
 JD2466  USGS QUAD   -  MILLERSBURG (1982)
 JD2466
 JD2466                         *CURRENT SURVEY CONTROL
 JD2466  ___________________________________________________________________
 JD2466* NAD 83(1997)-  38 53 10.91870(N)    092 12 03.43740(W)     ADJUSTED  
 JD2466* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 JD2466  ___________________________________________________________________
 JD2466  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 JD2466  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2466
 JD2466  HORZ ORDER  -  FIRST
 JD2466
 JD2466.The horizontal coordinates were established by classical geodetic methods
 JD2466.and adjusted by the National Geodetic Survey in February 2000..
 JD2466
 JD2466.The orthometric height was scaled from a topographic map.
 JD2466
 JD2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2466
 JD2466.The geoid height was determined by GEOID03.
 JD2466
 JD2466;                    North         East     Units Scale Factor Converg.
 JD2466;SPC MO C     -   338,859.164   525,944.888   MT  0.99994162   +0 11 15.8
 JD2466;UTM  15      - 4,304,470.031   569,301.738   MT  0.99965914   +0 30 05.9
 JD2466
 JD2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2466!SPC MO C     -   0.99996243  x   0.99994162  =   0.99990405
 JD2466!UTM  15      -   0.99996243  x   0.99965914  =   0.99962158
 JD2466
 JD2466:                Primary Azimuth Mark                     Grid Az
 JD2466:SPC MO C     -  CREWS AZ MK                              187 01 15.6
 JD2466:UTM  15      -  CREWS AZ MK                              186 42 25.5
 JD2466
 JD2466|---------------------------------------------------------------------|
 JD2466| PID    Reference Object                     Distance      Geod. Az  |
 JD2466|                                                           dddmmss.s |
 JD2466| JD2468 CREWS AZ MK                         471.156 METERS 1871231.4 |
 JD2466| CM3885 CREWS RM 1                           34.442 METERS 24453     |
 JD2466| JD2469 CREWS RESET                           9.513 METERS 28232     |
 JD2466| CM3886 CREWS RM 2                           34.156 METERS 30152     |
 JD2466|---------------------------------------------------------------------|
 JD2466
 JD2466                          SUPERSEDED SURVEY CONTROL
 JD2466
 JD2466  NAD 83(1986)-  38 53 10.92757(N)    092 12 03.44181(W) AD(       ) 1
 JD2466  NAD 27      -  38 53 10.77920(N)    092 12 02.77590(W) AD(       ) 1
 JD2466
 JD2466.Superseded values are not recommended for survey control.
 JD2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2466.See file dsdata.txt to determine how the superseded data were derived.
 JD2466
 JD2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6930204470(NAD 83)
 JD2466_MARKER: DS = TRIANGULATION STATION DISK
 JD2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2466
 JD2466  HISTORY     - Date     Condition        Report By
 JD2466  HISTORY     - 1949     MONUMENTED       CGS
 JD2466
 JD2466                          STATION DESCRIPTION
 JD2466
 JD2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2466'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHEAST OF COLUMBIA,
 JD2466'5.0 MILES WEST-SOUTHWEST OF THE VILLAGE OF MILLERSBURG, IN A
 JD2466'BARN YARD, IT IS 100 FEET EAST OF THE CENTERLINE OF A ROAD,
 JD2466'70 FEET SOUTH OF THE NORTH LOT FENCE, 64 FEET NORTH OF THE
 JD2466'SOUTH LOT FENCE AND 58 FEET WEST OF THE NORTHWEST CORNER OF THE
 JD2466'BARN.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 JD2466'THE DISK IS STAMPED CREWS NO. 3 1949.
 JD2466'
 JD2466'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CREWS
 JD2466'1934 TO CREWS R.M. NO. 3.  IT IS 9.513 METERS (31.21 FEET)
 JD2466'EAST-SOUTHEAST OF THE STATION.
 JD2466'
 JD2466'TO REACH FROM THE POST OFFICE IN MILLERSBURG, GO NORTHWEST ON
 JD2466'COUNTY ROUTE J FOR 0.5 MILE, TURN LEFT (WEST) 0.75 MILE, TURN
 JD2466'RIGHT (NORTH) 0.25 MILE, TURN LEFT (WEST) 3.3 MILES TO CROSSROADS,
 JD2466'TURN LEFT (SOUTH) 2.4 MILES TO A FARM HOME ON THE LEFT AND THE
 JD2466'STATION AS DESCRIBED.
 JD2466'
 JD2466'OBSERVATIONS TAKEN FROM A 90 FT. TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1074 ***********************************************************************
 HD1074  DESIGNATION -  CROCKER
 HD1074  PID         -  HD1074
 HD1074  STATE/COUNTY-  MO/PULASKI
 HD1074  USGS QUAD   -  CROCKER (1976)
 HD1074
 HD1074                         *CURRENT SURVEY CONTROL
 HD1074  ___________________________________________________________________
 HD1074* NAD 83(1997)-  37 57 52.74252(N)    092 15 28.56956(W)     ADJUSTED  
 HD1074* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 HD1074  ___________________________________________________________________
 HD1074  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 HD1074  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HD1074
 HD1074  HORZ ORDER  -  FIRST
 HD1074
 HD1074.The horizontal coordinates were established by classical geodetic methods
 HD1074.and adjusted by the National Geodetic Survey in February 2000..
 HD1074
 HD1074.The orthometric height was scaled from a topographic map.
 HD1074
 HD1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1074
 HD1074.The geoid height was determined by GEOID03.
 HD1074
 HD1074;                    North         East     Units Scale Factor Converg.
 HD1074;SPC MO C     -   236,536.494   521,269.877   MT  0.99993890   +0 08 56.1
 HD1074;UTM  15      - 4,202,152.631   565,182.946   MT  0.99965233   +0 27 23.5
 HD1074
 HD1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1074!SPC MO C     -   0.99994901  x   0.99993890  =   0.99988791
 HD1074!UTM  15      -   0.99994901  x   0.99965233  =   0.99960136
 HD1074
 HD1074:                Primary Azimuth Mark                     Grid Az
 HD1074:SPC MO C     -  CROCKER AZ MK                            018 29 29.7
 HD1074:UTM  15      -  CROCKER AZ MK                            018 11 02.3
 HD1074
 HD1074|---------------------------------------------------------------------|
 HD1074| PID    Reference Object                     Distance      Geod. Az  |
 HD1074|                                                           dddmmss.s |
 HD1074| CM3889 CROCKER AZ MK                                      0183825.8 |
 HD1074| CM3893 CROCKER RM 4                         22.436 METERS 03344     |
 HD1074| HD1079 CROCKER MUNICIPAL TANK              APPROX. 1.1 KM 2043529.8 |
 HD1074| CM3892 CROCKER RM 3                         32.437 METERS 29614     |
 HD1074| CM3890 CROCKER RM 1                         32.321 METERS 29630     |
 HD1074| CM3891 CROCKER RM 2                         39.505 METERS 35655     |
 HD1074|---------------------------------------------------------------------|
 HD1074
 HD1074                          SUPERSEDED SURVEY CONTROL
 HD1074
 HD1074  NAD 83(1986)-  37 57 52.75588(N)    092 15 28.56851(W) AD(       ) 1
 HD1074  NAD 27      -  37 57 52.61600(N)    092 15 27.95200(W) AD(       ) 1
 HD1074
 HD1074.Superseded values are not recommended for survey control.
 HD1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1074.See file dsdata.txt to determine how the superseded data were derived.
 HD1074
 HD1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6518302153(NAD 83)
 HD1074_MARKER: DS = TRIANGULATION STATION DISK
 HD1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1074
 HD1074  HISTORY     - Date     Condition        Report By
 HD1074  HISTORY     - 1946     MONUMENTED       CGS
 HD1074  HISTORY     - 1947     GOOD             CGS
 HD1074  HISTORY     - 1970     GOOD             NGS
 HD1074  HISTORY     - 1975     GOOD             NGS
 HD1074
 HD1074                          STATION DESCRIPTION
 HD1074
 HD1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1074'STATION IS LOCATED ABOUT ONE MILE NORTH NORTHEAST OF CROCKER ON
 HD1074'EAST SIDE OF STATE ROUTE NO. 17.  STATION IS 58 FEET EAST OF THE
 HD1074'APPROXIMATE CENTERLINE OF STATE ROUTE NO. 17 AND 22 FEET EAST
 HD1074'SOUTHEAST OF WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 HD1074'THREE INCHES AND THE DISK IS STAMPED CROCKER 1946.
 HD1074'
 HD1074'REFERENCE MARK NO. 1 IS 106.12 FEET SOUTHWEST OF STATION, 42
 HD1074'FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE ROUTE NO.
 HD1074'17 AND TWO FEET EAST OF FENCELINE.  THE MARK PROJECTS ABOUT THREE
 HD1074'INCHES AND THE DISK IS STAMPED CROCKER NO 1 1946.
 HD1074'
 HD1074'REFERENCE MARK NO. 2 IS 129.61 FEET NORTHWEST OF STATION,
 HD1074'29 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE ROUTE NO.
 HD1074'17 AND TWO FEET EAST OF FENCELINE.  THE MARK PROJECTS ABOUT
 HD1074'THREE INCHES AND THE DISK IS STAMPED CROCKER NO 2 1946.
 HD1074'
 HD1074'AZIMUTH MARK IS 0.2 MILE NORTH OF STATION IN NORTHEAST CORNER
 HD1074'OF ROAD JUNCTION OF STATE ROUTES NO. 17 AND 133, MARK IS 2.5
 HD1074'FEET WEST OF TELEPHONE POLE, 3 FEET EAST OF WHITE WITNESS POST
 HD1074'AND 60 FEET NORTHEAST OF JUNCTION OF STATE ROUTES NO. 17 AND
 HD1074'133.  THE MARK PROJECTS ABOUT THREE INCHES AND THE DISK IS
 HD1074'STAMPED CROCKER 1946.
 HD1074'
 HD1074'TO REACH THE STATION FROM THE POST OFFICE IN CROCKER GO NORTH
 HD1074'ON STATE ROUTE NO. 17 FOR ONE MILE TO STATION ON RIGHT OR EAST
 HD1074'SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.2 MILE TO ROAD
 HD1074'JUNCTION AND AZIMUTH ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 HD1074'
 HD1074'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HD1074
 HD1074                          STATION RECOVERY (1947)
 HD1074
 HD1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HD1074'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HD1074'FOUND IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 HD1074'DISTANCE TO REFERENCE MARK NUMBER 1, AND IN THE DIRECTION TO THE
 HD1074'AZIMUTH MARK.  THE NEW DISTANCE AND DIRECTION WERE CHECKED AND
 HD1074'FOUND TO BE CORRECT.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HD1074'
 HD1074'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTHEAST OF CROCKER,
 HD1074'ACROSS THE HIGHWAY FROM THE OZARK AUCTION SALES, 58 FEET EAST
 HD1074'OF STATE HIGHWAY 17, AND 22 FEET EAST-SOUTHEAST OF A WITNESS
 HD1074'POST.  THE DISK IS STAMPED CROCKER 1946 AND PROJECTS 2 INCHES.
 HD1074'
 HD1074'REFERENCE MARK NO. 1 IS 106.04 FEET SOUTHWEST OF THE STATION,
 HD1074'42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST
 HD1074'OF A FENCE.  THE DISK IS STAMPED CROCKER NO 1 1946 AND PROJECTS 3
 HD1074'INCHES.
 HD1074'
 HD1074'REFERENCE MARK NO. 2 IS 129.61 FEET NORTHWEST OF THE STATION, 29
 HD1074'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 29 FEET EAST
 HD1074'OF THE SOUTHEAST CORNER OF THE AUCTION BUILDING.  THE DISK IS
 HD1074'STAMPED CROCKER NO 2 1946 AND PROJECTS 6 INCHES.
 HD1074'
 HD1074'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH OF THE
 HD1074'STATION, 60 FEET NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 17
 HD1074'AND 133, 3 FEET SOUTHEAST OF A WITNESS POST, AND 2.5 FEET
 HD1074'NORTHWEST OF A TELEPHONE POLE.  THE DISK IS STAMPED CROCKER 1946
 HD1074'AND PROJECTS 3 INCHES.
 HD1074'
 HD1074'TO REACH THE STATION FROM THE POST OFFICE IN CROCKER, GO
 HD1074'NORTH ON STATE HIGHWAY 17 FOR 1.3 MILES TO THE STATION ON THE
 HD1074'RIGHT AS DESCRIBED.
 HD1074'
 HD1074'OBSERVATIONS TAKEN FROM A 90 FOOT STEEL TOWER.
 HD1074
 HD1074                          STATION RECOVERY (1970)
 HD1074
 HD1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HD1074'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 HD1074'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED.
 HD1074'REFERENCE MARK NO. 2 IS IN AN AUCTION HOUSE DRIVEWAY AND WAS
 HD1074'DESTROYED AT THE REQUEST OF THE PROPERTY OWNER.  THE DISTANCE AND
 HD1074'DIRECTION TO REFERENCE MARK NO. 2 CHECKED.
 HD1074'
 HD1074'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 HD1074'
 HD1074'FOLLOWING IS A NEW DESCRIPTION.
 HD1074'
 HD1074'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND STATE
 HD1074'ROAD AA AT THE NORTH SIDE OF CROCKER, GO NORTH ON STATE HIGHWAY 17
 HD1074'FOR 0.8 MILE TO THE STATION ON THE RIGHT AND AUCTION BARN ON THE
 HD1074'LEFT.  CONTINUE NORTH ON STATE HIGHWAY 17 FOR 0.2 MILE TO THE
 HD1074'JUNCTION OF STATE HIGHWAY 133 AND THE AZIMUTH MARK IN THE
 HD1074'NORTHEAST ANGLE OF THE INTERSECTION.
 HD1074'
 HD1074'STATION MARK, A STANDARD DISK STAMPED CROCKER 1946, IS SET IN THE
 HD1074'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 59
 HD1074'FEET EAST OF THE CENTER OF STATE HIGHWAY 17, 14.5 FEET NORTHWEST OF
 HD1074'A TELEPHONE POLE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 HD1074'THE UNDERGROUND MARK WAS NOT INSPECTED.
 HD1074'
 HD1074'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CROCKER 1946 NO. 3
 HD1074'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 HD1074'INCHES.  IT IS 110 FEET SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF
 HD1074'THE AUCTION BARN, 43 FEET WEST OF THE CENTER OF STATE HIGHWAY 17,
 HD1074'AND 35 FEET SOUTH OF A YARD LIGHT POLE.
 HD1074'
 HD1074'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CROCKER 1946 NO. 4
 HD1074'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 HD1074'INCHES.  IT IS 49 FEET EAST OF THE CENTER OF STATE HIGHWAY 17, 33
 HD1074'FEET SOUTHEAST OF A JOG IN A FENCE, AND 1 FOOT SOUTHWEST OF A
 HD1074'FENCE.
 HD1074'
 HD1074'AZIMUTH MARK, A STANDARD DISK STAMPED CROCKER 1946, IS SET IN THE
 HD1074'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 42
 HD1074'FEET NORTH OF THE CENTER OF STATE HIGHWAY 133, 38.5 FEET EAST OF
 HD1074'THE CENTER OF STATE HIGHWAY 17, 2 FEET NORTH OF A TELEPHONE POLE,
 HD1074'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 HD1074'
 HD1074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE NORTH
 HD1074'OF CROCKER.
 HD1074
 HD1074                          STATION RECOVERY (1975)
 HD1074
 HD1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HD1074'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE
 HD1074'RECOVERED AND FOUND IN GOOD CONDITION, REFERENCE MARK 3 WAS NOT
 HD1074'FOUND, BUT IT IS BELIEVED THE MARK COULD STILL BE INTACT AS THE
 HD1074'LATEST DESCRIPTION OF THE STATION WAS NOT ON HAND THIS DATE.
 HD1074'
 HD1074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 HD1074'NORTHEAST OF CROCKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1079 ***********************************************************************
 HD1079  DESIGNATION -  CROCKER MUNICIPAL TANK
 HD1079  PID         -  HD1079
 HD1079  STATE/COUNTY-  MO/PULASKI
 HD1079  USGS QUAD   -  CROCKER (1976)
 HD1079
 HD1079                         *CURRENT SURVEY CONTROL
 HD1079  ___________________________________________________________________
 HD1079* NAD 83(1997)-  37 57 21.68327(N)    092 15 46.52184(W)     ADJUSTED  
 HD1079* NAVD 88     -                                                        
 HD1079  ___________________________________________________________________
 HD1079  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 HD1079  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HD1079
 HD1079  HORZ ORDER  -  THIRD
 HD1079
 HD1079.The horizontal coordinates were established by classical geodetic methods
 HD1079.and adjusted by the National Geodetic Survey in February 2000..
 HD1079
 HD1079
 HD1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1079
 HD1079.The geoid height was determined by GEOID03.
 HD1079
 HD1079;                    North         East     Units Scale Factor Converg.
 HD1079;SPC MO C     -   235,577.806   520,834.134   MT  0.99993868   +0 08 44.9
 HD1079;UTM  15      - 4,201,191.893   564,752.480   MT  0.99965164   +0 27 12.1
 HD1079
 HD1079                          SUPERSEDED SURVEY CONTROL
 HD1079
 HD1079  NAD 83(1986)-  37 57 21.69684(N)    092 15 46.52078(W) AD(       ) 4
 HD1079  NAD 27      -  37 57 21.55700(N)    092 15 45.90400(W) AD(       ) 3
 HD1079
 HD1079.Superseded values are not recommended for survey control.
 HD1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1079.See file dsdata.txt to determine how the superseded data were derived.
 HD1079
 HD1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6475201192(NAD 83)
 HD1079_MARKER: 53 = ELEVATED TANK
 HD1079
 HD1079  HISTORY     - Date     Condition        Report By
 HD1079  HISTORY     - 1946     FIRST OBSERVED   CGS
 HD1079
 HD1079                          STATION DESCRIPTION
 HD1079
 HD1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1079'THE STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF
 HD1079'CROCKER ABOUT 100 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 HD1079'17 AND 100 FEET NORTHWEST OF SCHOOL BUILDING.  IT IS LOCATED
 HD1079'IN THE SCHOOLYARD.
 HD1079'
 HD1079'THE TOWER IS OF STEEL CONSTRUCTION, FOUR-LEGGED, PAINTED
 HD1079'BLACK AND ABOUT 100 FEET HIGH.  CROCKER IS PAINTED ON THE
 HD1079'TANK IN WHITE LETTERS.
 HD1079'
 HD1079'THE POINT INTERSECTED WAS THE BALL ON THE TOP OF THE CENTER
 HD1079'OF THE TANK.
 HD1079'
 HD1079'TO REACH THE STATION FROM THE POST OFFICE IN CROCKER, GO
 HD1079'NORTH ON STATE HIGHWAY 17 FOR 0.5 MILE TO THE STATION ON
 HD1079'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2687 ***********************************************************************
 JD2687  DESIGNATION -  CROSS
 JD2687  PID         -  JD2687
 JD2687  STATE/COUNTY-  MO/HICKORY
 JD2687  USGS QUAD   -  CROSS TIMBERS (1960)
 JD2687
 JD2687                         *CURRENT SURVEY CONTROL
 JD2687  ___________________________________________________________________
 JD2687* NAD 83(1997)-  38 00 02.70606(N)    093 12 47.40553(W)     ADJUSTED  
 JD2687* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 JD2687  ___________________________________________________________________
 JD2687  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 JD2687  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JD2687
 JD2687  HORZ ORDER  -  THIRD
 JD2687
 JD2687.The horizontal coordinates were established by classical geodetic methods
 JD2687.and adjusted by the National Geodetic Survey in February 2000..
 JD2687
 JD2687.The orthometric height was scaled from a topographic map.
 JD2687
 JD2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2687
 JD2687.The geoid height was determined by GEOID03.
 JD2687
 JD2687;                    North         East     Units Scale Factor Converg.
 JD2687;SPC MO C     -   240,755.661   437,365.102   MT  0.99998163   -0 26 20.7
 JD2687;UTM  15      - 4,205,919.856   481,284.582   MT  0.99960431   -0 07 52.5
 JD2687
 JD2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2687!SPC MO C     -   0.99995439  x   0.99998163  =   0.99993602
 JD2687!UTM  15      -   0.99995439  x   0.99960431  =   0.99955871
 JD2687
 JD2687:                Primary Azimuth Mark                     Grid Az
 JD2687:SPC MO C     -  A 35                                     155 24 40.7
 JD2687:UTM  15      -  A 35                                     155 06 12.5
 JD2687
 JD2687|---------------------------------------------------------------------|
 JD2687| PID    Reference Object                     Distance      Geod. Az  |
 JD2687|                                                           dddmmss.s |
 JD2687| HD0570 A 35                                               1545820.0 |
 JD2687| CM3894 CROSS RM 1                           25.662 METERS 21733     |
 JD2687| JD2686 I 6 J R                             132.894 METERS 33137     |
 JD2687|---------------------------------------------------------------------|
 JD2687
 JD2687                          SUPERSEDED SURVEY CONTROL
 JD2687
 JD2687  NAD 83(1997)-  38 00 02.71418(N)    093 12 47.40559(W) AD(       ) 3
 JD2687  NAD 83(1986)-  38 00 02.71666(N)    093 12 47.40503(W) AD(       ) 3
 JD2687  NAD 27      -  38 00 02.60400(N)    093 12 46.69800(W) AD(       ) 3
 JD2687
 JD2687.Superseded values are not recommended for survey control.
 JD2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2687.See file dsdata.txt to determine how the superseded data were derived.
 JD2687
 JD2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8128505920(NAD 83)
 JD2687_MARKER: DS = TRIANGULATION STATION DISK
 JD2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2687
 JD2687  HISTORY     - Date     Condition        Report By
 JD2687  HISTORY     - 1947     MONUMENTED       CGS
 JD2687
 JD2687                          STATION DESCRIPTION
 JD2687
 JD2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 JD2687'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF PRESTON, 2 MILES
 JD2687'SOUTHEAST OF CROSS TIMBERS, 40.5 FEET EAST OF THE CENTER OF U.S.
 JD2687'HIGHWAY NO. 65, AND 3 FEET NORTH OF A WITNESS POST WHICH PROJECTS
 JD2687'3 FEET.  IT PROJECTS 4 INCHES AND IS STAMPED CROSS 1947.
 JD2687'
 JD2687'REFERENCE MARK NO. 1 IS 41.5 FEET EAST-NORTHEAST OF THE NORTHEAST
 JD2687'CORNER OF FRAME HOUSE AND 36 FEET WEST OF THE CENTER OF U.S.
 JD2687'HIGHWAY NO. 65.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 JD2687'CROSS NO 1 1947.
 JD2687'
 JD2687'U.S.G.S. BM I 6 JR 1934 (REFERENCE MARK NO. 2) IS A STANDARD
 JD2687'BM DISK CEMENTED IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 JD2687'PROJECTING 5 INCHES.  IT IS 41 FEET EAST OF CENTER OF U.S. HIGHWAY
 JD2687'NO. 65 AND 8 FEET SOUTH OF A POWER LINE POLE.  IT IS STAMPED
 JD2687'BM 1050 I 6 JR 1934.
 JD2687'
 JD2687'U.S.C. AND G.S. BM A 35 1934 (AZIMUTH MARK) IS 39 FEET WEST OF THE
 JD2687'CENTER OF U.S. HIGHWAY NO. 65, 11 FEET SOUTH OF A TRACK ROAD,
 JD2687'WEST, 4 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 2 FEET EAST
 JD2687'OF A FENCE LINE, AND 1.5 FEET NORTH OF A WITNESS POST.  IT IS A
 JD2687'STANDARD USC AND GS BM DISK SET IN THE TOP OF 12 INCH SQUARE
 JD2687'CONCRETE POST PROJECTING 6 INCHES.  IT IS STAMPED A 35 1934.
 JD2687'
 JD2687'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 54
 JD2687'AND NO. 65, 0.5 MILE EAST OF PRESTON, GO NORTH ON U.S. HIGHWAY
 JD2687'NO. 65 FOR 4.4 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 JD2687'
 JD2687'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 JD2687'HIGHWAY NO. 65 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 JD2687'DESCRIBED.
 JD2687'
 JD2687'A 100 FOOT SIGNAL AT PRESTON 1928 IS VISIBLE AT 50 FEET.
 JD2687'
 JD2687'AN 87 FOOT SIGNAL AT TRINITY IS VISIBLE AT 50 FEET.
 JD2687'
 JD2687'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1099 ***********************************************************************
 KD1099  DESIGNATION -  CROWLEY
 KD1099  PID         -  KD1099
 KD1099  STATE/COUNTY-  MO/HOWARD
 KD1099  USGS QUAD   -  SALINE CITY (1971)
 KD1099
 KD1099                         *CURRENT SURVEY CONTROL
 KD1099  ___________________________________________________________________
 KD1099* NAD 83(1997)-  39 08 13.31825(N)    092 53 53.19790(W)     ADJUSTED  
 KD1099* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 KD1099  ___________________________________________________________________
 KD1099  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 KD1099  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD1099
 KD1099  HORZ ORDER  -  SECOND
 KD1099
 KD1099.The horizontal coordinates were established by classical geodetic methods
 KD1099.and adjusted by the National Geodetic Survey in February 2000..
 KD1099
 KD1099.The orthometric height was scaled from a topographic map.
 KD1099
 KD1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1099
 KD1099.The geoid height was determined by GEOID03.
 KD1099
 KD1099;                    North         East     Units Scale Factor Converg.
 KD1099;SPC MO C     -   366,718.199   465,581.975   MT  0.99994791   -0 15 04.6
 KD1099;UTM  15      - 4,331,988.387   508,805.746   MT  0.99960095   +0 03 51.5
 KD1099
 KD1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1099!SPC MO C     -   0.99996730  x   0.99994791  =   0.99991521
 KD1099!UTM  15      -   0.99996730  x   0.99960095  =   0.99956827
 KD1099
 KD1099                          SUPERSEDED SURVEY CONTROL
 KD1099
 KD1099  NAD 83(1986)-  39 08 13.32489(N)    092 53 53.20090(W) AD(       ) 2
 KD1099  NAD 27      -  39 08 13.22420(N)    092 53 52.50660(W) AD(       ) 2
 KD1099
 KD1099.Superseded values are not recommended for survey control.
 KD1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1099.See file dsdata.txt to determine how the superseded data were derived.
 KD1099
 KD1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0880631988(NAD 83)
 KD1099_MARKER: V = STONE MONUMENT
 KD1099_SETTING: 0 = UNSPECIFIED SETTING
 KD1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1099
 KD1099  HISTORY     - Date     Condition        Report By
 KD1099  HISTORY     - 1949     MONUMENTED       MORC
 KD1099
 KD1099                          STATION DESCRIPTION
 KD1099
 KD1099'DESCRIBED BY MISSOURI RIVER COMMISSION 1949 (MEW)
 KD1099'THIS STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF GLASGOW,
 KD1099'ABOUT 5 MILES NORTHWEST OF BOONESBORO, AND ABOUT 1/2 MILE
 KD1099'SOUTHEAST OF THE MISSOURI RIVER AT ITS NEAREST POINT.  IT IS
 KD1099'LOCATED ABOUT 17 YARDS SOUTHEAST OF TRIANGULATION STATION LOOP,
 KD1099'AND IS INCLUDED IN THE DESCRIPTION FOR THAT STATION.  IT
 KD1099'IS 20 FEET EAST OF THE CENTERLINE OF A GRAVELLED ROAD, 6 FEET
 KD1099'EAST OF A FENCELINE, AND IS IN THE WEST EDGE OF A CULTIVATED
 KD1099'FIELD.  THE MARK IS A SANDSTONE BLOCK, 12 INCHES SQUARE
 KD1099'SET 3 FEET BELOW THE SURFACE OF THE GROUND.  THE LETTERS
 KD1099'US AND A TRIANGLE ARE CUT IN THE TOP OF THE BLOCK.  THE
 KD1099'POINT USED WAS A 1/4 INCH HOLE DRILLED IN THE CENTER OF
 KD1099'THE BLOCK.  A 4 INCH IRON PIPE IS SET ON TOP OF THE MARK
 KD1099'AND PROJECTS 10 INCHES.  THE PIPE HAS A CAST IRON CAP
 KD1099'WITH THE LETTERS, MISSOURI RIVER COMMISSION, CAST AROUND
 KD1099'THE EDGE, AND A RAISED TRIANGLE IN THE CENTER.
 KD1099'
 KD1099'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 KD1099'STATION LOOP AND THE DISTANCE IS 18.020 METERS OR 59.12 FEET.
 KD1099'
 KD1099'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KD1099'87 AND 240, AT THE EAST END OF THE MISSOURI RIVER BRIDGE,
 KD1099'IN GLASGOW, GO SOUTH ON HIGHWAY 87 FOR 7.35 MILES TO THE JUNCTION
 KD1099'OF COUNTY ROUTE K.  TURN RIGHT, WEST, ON ROUTE K AND GO 2.0
 KD1099'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW THE
 KD1099'GRAVELLED ROAD NORTH AND WEST FOR 1.7 MILES TO THE STATION ON
 KD1099'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1637 ***********************************************************************
 JC1637  DESIGNATION -  CRYSTAL
 JC1637  PID         -  JC1637
 JC1637  STATE/COUNTY-  MO/JEFFERSON
 JC1637  USGS QUAD   -  SELMA (1993)
 JC1637
 JC1637                         *CURRENT SURVEY CONTROL
 JC1637  ___________________________________________________________________
 JC1637* NAD 83(1997)-  38 12 42.33648(N)    090 21 25.24875(W)     ADJUSTED  
 JC1637* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 JC1637  ___________________________________________________________________
 JC1637  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JC1637  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JC1637
 JC1637  HORZ ORDER  -  SECOND
 JC1637
 JC1637.The horizontal coordinates were established by classical geodetic methods
 JC1637.and adjusted by the National Geodetic Survey in February 2000..
 JC1637
 JC1637.The orthometric height was scaled from a topographic map.
 JC1637
 JC1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1637
 JC1637.The geoid height was determined by GEOID03.
 JC1637
 JC1637;                    North         East     Units Scale Factor Converg.
 JC1637;SPC MO E     -   263,945.380   262,521.821   MT  0.99993526   +0 05 18.4
 JC1637;SPC IL W     -   171,490.646   683,330.528   MT  0.99994460   -0 07 03.9
 JC1637;SPC IL W     -   562,632.23  2,241,893.57   sFT  0.99994460   -0 07 03.9
 JC1637;UTM  15      - 4,232,613.329   731,397.756   MT  1.00025949   +1 38 08.1
 JC1637
 JC1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1637!SPC MO E     -   0.99996832  x   0.99993526  =   0.99990359
 JC1637!SPC IL W     -   0.99996832  x   0.99994460  =   0.99991293
 JC1637!UTM  15      -   0.99996832  x   1.00025949  =   1.00022781
 JC1637
 JC1637                          SUPERSEDED SURVEY CONTROL
 JC1637
 JC1637  NAD 83(1997)-  38 12 42.33759(N)    090 21 25.24880(W) AD(       ) 2
 JC1637  NAD 83(1986)-  38 12 42.35102(N)    090 21 25.24514(W) AD(       ) 2
 JC1637  NAD 27      -  38 12 42.14900(N)    090 21 24.80440(W) AD(       ) 2
 JC1637
 JC1637.Superseded values are not recommended for survey control.
 JC1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1637.See file dsdata.txt to determine how the superseded data were derived.
 JC1637
 JC1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3139832613(NAD 83)
 JC1637_MARKER: P = PIPE CAP
 JC1637_SETTING: 0 = UNSPECIFIED SETTING
 JC1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1637
 JC1637  HISTORY     - Date     Condition        Report By
 JC1637  HISTORY     - 1931     MONUMENTED       MRC
 JC1637  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 JC1637  HISTORY     - 1975     POOR             LOCENG
 JC1637
 JC1637                          STATION DESCRIPTION
 JC1637
 JC1637'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 JC1637'ABOUT 1-1/2 MILES, AIRLINE, SOUTHEAST OF CRYSTAL CITY, ON
 JC1637'NORTHEAST END OF BUCK KNOB, IN NE 1/4 SEC. 9, T. 40 N., R. 6 E., AND
 JC1637'ABOUT 75 FEET EAST OF CENTER OF MASSIVE STEEL TOWER OF UNION
 JC1637'POWER AND LIGHT CO., WHICH SUSPENDS HIGH-POWER ELECTRIC
 JC1637'TRANSMISSION LINE ACROSS MISSISSIPPI RIVER.  MARKED BY
 JC1637'STANDARD MARK OF MISSISSIPPI RIVER COMMISSION, BRASS CAP
 JC1637'ON STEEL PIPE ABOVE AND COPPER BOLT IN TILE BELOW, AS
 JC1637'DESCRIBED, PROJECTING 10 INCHES ABOVE GROUND.
 JC1637'STATION CRYSTAL (SEE DESCRIPTION THEREOF) IS 20.753 METERS
 JC1637'(68.09 FEET) DISTANT S 20 DEG 37 MIN E.
 JC1637
 JC1637                          STATION RECOVERY (1975)
 JC1637
 JC1637'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 JC1637'FOUND LOOSE IN THE GROUND.
 JC1637'
 JC1637'THE MONUMENT WAS SECURED IN THE GROUND AND THE AZIMUTH FROM NORTH
 JC1637'OBSERVED TO BE 339 DEG 17 MIN 19.6 SEC AND A DISTANCE MEASURED AS
 JC1637'68.22.
 JC1637'
 JC1637'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SE OF
 JC1637'CRYSTAL CITY.
 JC1637
 JC1637                          STATION RECOVERY (1975)
 JC1637
 JC1637'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 JC1637'CRYSTAL MRC WAS FOUND TO BE LOOSE AND LEANING BUT HAD VISIBILITY
 JC1637'FROM THE GROUND OF THE INTERSECTED STATIONS, HERCULANEUM WATER TANK,
 JC1637'HERCULANEUM TALL STACK, MISSISSIPPI FUEL CO RADIO MAST AND FESTUS
 JC1637'RADIO MAST.  ALSO VISIBLE WERE THE MONUMENT CRYSTAL AND THE ST.
 JC1637'LOUIS GATEWAY ARCH.  THIS LATTER HAS A LOCALLY ESTABLISHED MONUMENT
 JC1637'WHICH HAD PREVIOUSLY BEEN CHECKED TO AGREE TO THIRD ORDER OR
 JC1637'BETTER TO THE USC AND GS CONTROL.
 JC1637'
 JC1637'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES S. E.
 JC1637'CRYSTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1638 ***********************************************************************
 JC1638  DESIGNATION -  CRYSTAL
 JC1638  PID         -  JC1638
 JC1638  STATE/COUNTY-  MO/JEFFERSON
 JC1638  USGS QUAD   -  SELMA (1993)
 JC1638
 JC1638                         *CURRENT SURVEY CONTROL
 JC1638  ___________________________________________________________________
 JC1638* NAD 83(1997)-  38 12 41.70647(N)    090 21 24.94847(W)     ADJUSTED  
 JC1638* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 JC1638  ___________________________________________________________________
 JC1638  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JC1638  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JC1638
 JC1638  HORZ ORDER  -  FIRST
 JC1638
 JC1638.The horizontal coordinates were established by classical geodetic methods
 JC1638.and adjusted by the National Geodetic Survey in February 2000..
 JC1638
 JC1638.The orthometric height was scaled from a topographic map.
 JC1638
 JC1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1638
 JC1638.The geoid height was determined by GEOID03.
 JC1638
 JC1638;                    North         East     Units Scale Factor Converg.
 JC1638;SPC MO E     -   263,925.967   262,529.156   MT  0.99993527   +0 05 18.6
 JC1638;SPC IL W     -   171,471.206   683,337.793   MT  0.99994459   -0 07 03.7
 JC1638;SPC IL W     -   562,568.45  2,241,917.41   sFT  0.99994459   -0 07 03.7
 JC1638;UTM  15      - 4,232,594.115   731,405.614   MT  1.00025954   +1 38 08.3
 JC1638
 JC1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1638!SPC MO E     -   0.99996832  x   0.99993527  =   0.99990360
 JC1638!SPC IL W     -   0.99996832  x   0.99994459  =   0.99991292
 JC1638!UTM  15      -   0.99996832  x   1.00025954  =   1.00022786
 JC1638
 JC1638|---------------------------------------------------------------------|
 JC1638| PID    Reference Object                     Distance      Geod. Az  |
 JC1638|                                                           dddmmss.s |
 JC1638| JC1634 BUCK KNOB                           360.122 METERS 22218     |
 JC1638| JC1637 CRYSTAL                              20.754 METERS 33923     |
 JC1638| JC1661 HERCULANEUM WATER TOWER             APPROX. 7.2 KM 3402016.9 |
 JC1638| JC1658 HERCULANEUM TALL STACK              APPROX. 5.7 KM 3425045.1 |
 JC1638|---------------------------------------------------------------------|
 JC1638
 JC1638                          SUPERSEDED SURVEY CONTROL
 JC1638
 JC1638  NAD 83(1997)-  38 12 41.70758(N)    090 21 24.94852(W) AD(       ) 1
 JC1638  NAD 83(1986)-  38 12 41.72019(N)    090 21 24.94448(W) AD(       ) 1
 JC1638  NAD 27      -  38 12 41.51900(N)    090 21 24.50400(W) AD(       ) 1
 JC1638
 JC1638.Superseded values are not recommended for survey control.
 JC1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1638.See file dsdata.txt to determine how the superseded data were derived.
 JC1638
 JC1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3140632594(NAD 83)
 JC1638_MARKER: DS = TRIANGULATION STATION DISK
 JC1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1638+STABILITY: SURFACE MOTION
 JC1638
 JC1638  HISTORY     - Date     Condition        Report By
 JC1638  HISTORY     - 1931     MONUMENTED       CGS
 JC1638  HISTORY     - 1956     GOOD             CGS
 JC1638  HISTORY     - 1975     GOOD             LOCENG
 JC1638
 JC1638                          STATION DESCRIPTION
 JC1638
 JC1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 JC1638'ON STEEP BLUFF OVERLOOKING MISSISSIPPI RIVER, ON NORTHEASTERN
 JC1638'END OF BUCK KNOB, ABOUT 100 FEET LOWER THAN HIGHEST PART OF
 JC1638'KNOB, ABOUT 1-1/2 MILES, AIRLINE, SOUTHEAST OF CRYSTAL CITY,
 JC1638'IN NE 1/4 SEC. 9, T. 40 N., R. 6 E., AND 23.67 METERS (77.7 FEET)
 JC1638'SOUTHEAST OF SOUTHEAST LEG OF MASSIVE STEEL TOWER OF UNION
 JC1638'POWER AND LIGHT CO., WHICH SUSPENDS HIGH POWER ELECTRIC
 JC1638'TRANSMISSION LINE ACROSS THE MISSISSIPPI RIVER.  TO REACH
 JC1638'FROM JUNCTION OF ROUTES 25 AND 61, GO SOUTH 0.3 MILE ON ROUTE
 JC1638'25, TURN EAST ONTO T-ROAD, PROCEED 0.5 MILE TO FORK JUST EAST OF
 JC1638'RAILROAD TRACK, FOLLOW SOUTH FORK 0.5 MILE TO FORD ACROSS
 JC1638'PLATTEN CREEK, CONTINUE 1.0 MILE, TURN LEFT 0.7 MILE TO
 JC1638'DIM ROAD BEARING LEFT AND FARM ROAD STRAIGHT AHEAD THROUGH
 JC1638'GATE AND UP STEEP PITCH IN PASTURE.  FOLLOW FARM ROAD
 JC1638'AROUND NORTH END OF KNOB TO BLUFFS OVERLOOKING RIVER.
 JC1638'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 JC1638'IN CONCRETE.  BEARING FROM
 JC1638'STATION TO FINIAL OF WATER TANK AT HERCULANEUM IS
 JC1638'N 19 DEG 40 MIN W.  STATION CRYSTAL (M.R.C.) (SEE
 JC1638'DESCRIPTION THEREOF) IS DISTANT 20.753 METERS (68.09 FEET)
 JC1638'N 20 DEG 37 MIN W.
 JC1638
 JC1638                          STATION RECOVERY (1956)
 JC1638
 JC1638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1638'THE STATION WAS RECOVERED AND THE MARK WAS FOUND IN GOOD
 JC1638'CONDITION AS DESCRIBED.  THE MARK IS A STANDARD DISK STAMPED
 JC1638'CRYSTAL 1931 SET IN A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING
 JC1638'ABOUT 8 INCHES, NEAR EDGE OF BLUFF OVERLOOKING THE
 JC1638'MISSISSIPPI RIVER.  IT IS 23.67 METERS (77.7 FEET) SOUTHEAST OF
 JC1638'THE SOUTHEAST LEG OF A MASSIVE STEEL TOWER OF THE UNION
 JC1638'ELECTRIC COMPANY, WHICH SUSPENDS HIGH POWER TRANSMISSION LINE
 JC1638'ACROSS THE MISSISSIPPI RIVER.
 JC1638'
 JC1638'STATION CRYSTAL (M.R.C.) IS A STANDARD MARK OF THE
 JC1638'MISSISSIPPI RIVER COMMISSION, A BRASS CAP ON TOP OF IRON PIPE
 JC1638'AND A COPPER BOLT BELOW THE SURFACE.  IT IS NEAR THE EDGE OF
 JC1638'THE BLUFF AND IS ABOUT 75 FEET EAST OF THE CENTER OF THE
 JC1638'POWER LINE TOWER.
 JC1638'
 JC1638'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 61
 JC1638'AND 67, WHICH IS ABOUT ONE MILE SOUTH OF THE JUNCTIONS AT
 JC1638'FESTUS AND CRYSTAL CITY, GO ABOUT 50 YARDS ON U.S. HIGHWAY
 JC1638'61 TO A SIDE ROAD LEFT, TURN LEFT AS PER SIGN AIRPORT AND
 JC1638'GO 0.4 MILE TO A ROAD RIGHT AFTER CROSSING RAILROAD TRACKS,
 JC1638'TURN RIGHT AND GO 0.5 MILE TO A BRIDGE, CROSS BRIDGE AND
 JC1638'CONTINUE ON MAIN ROAD FOR 1.5 MILES TO TWO LOCKED GATES,
 JC1638'PASS THOUGH RIGHT HAND GATE (STEEL GATE) AND CONTINUE FOR
 JC1638'ABOUT 0.2 MILE TO A DIM TRACK ROAD LEFT AT BASE OF HIGHEST
 JC1638'HILL, KEEP LEFT ON TRACK ROAD FOR ABOUT 0.2 MILE TO EDGE OF
 JC1638'BLUFF AND STATION.  NOTE-- STATION IS ON PROPERTY OF THE
 JC1638'MISSISSIPPI RIVER FUEL COMPANY, DIVISION SUPERINTENDENT,
 JC1638'MR. H.O. ZEIBOLD OF 407 N, 8TH STREET, ST. LOUIS,
 JC1638'TELEPHONE GARFIELD NO. 12030, MAY BE CONTACTED TO OBTAIN
 JC1638'KEY TO LOCKED GATE.
 JC1638'
 JC1638'*A DIFFERENCE OF LENGTH WAS NOTED IN THE FIELD AND A CHECK
 JC1638'WAS MADE AND THE 1956 LENGTH WAS FOUND CORRECT.
 JC1638
 JC1638                          STATION RECOVERY (1975)
 JC1638
 JC1638'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 JC1638'CRYSTAL RECOVERED AS DESCRIBED.  U.S. ARMY CORPS OF ENGINEERS
 JC1638'ST. LOUIS ALSO HAVE KEY TO LOCKED GATE.
 JC1638'
 JC1638'CRYSTAL HAD LIMITED VISIBILITY FROM THE GROUND DUE TO HIGH TREES AND
 JC1638'COULD SEE FESTUS RADIO MAST, CRYSTAL MRC, HERCULANEUM WATER TANK,
 JC1638'HERCULANEUM TALL STACK, AND ST. LOUIS ARCH.
 JC1638'
 JC1638'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES SE CRYSTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1635 ***********************************************************************
 JC1635  DESIGNATION -  CRYSTAL CITY MISS R FUEL RADIO
 JC1635  PID         -  JC1635
 JC1635  STATE/COUNTY-  MO/JEFFERSON
 JC1635  USGS QUAD   -  SELMA (1993)
 JC1635
 JC1635                         *CURRENT SURVEY CONTROL
 JC1635  ___________________________________________________________________
 JC1635* NAD 83(1997)-  38 12 32.95295(N)    090 21 34.81766(W)     ADJUSTED  
 JC1635* NAVD 88     -                                                        
 JC1635  ___________________________________________________________________
 JC1635  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JC1635  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JC1635
 JC1635  HORZ ORDER  -  THIRD
 JC1635
 JC1635.The horizontal coordinates were established by classical geodetic methods
 JC1635.and adjusted by the National Geodetic Survey in February 2000..
 JC1635
 JC1635
 JC1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1635
 JC1635.The geoid height was determined by GEOID03.
 JC1635
 JC1635;                    North         East     Units Scale Factor Converg.
 JC1635;SPC MO E     -   263,655.716   262,289.487   MT  0.99993519   +0 05 12.5
 JC1635;SPC IL W     -   171,201.817   683,097.150   MT  0.99994469   -0 07 09.8
 JC1635;SPC IL W     -   561,684.63  2,241,127.90   sFT  0.99994469   -0 07 09.8
 JC1635;UTM  15      - 4,232,317.403   731,173.253   MT  1.00025821   +1 38 01.9
 JC1635
 JC1635                          SUPERSEDED SURVEY CONTROL
 JC1635
 JC1635  NAD 83(1997)-  38 12 32.95413(N)    090 21 34.81770(W) AD(       ) 4
 JC1635  NAD 83(1986)-  38 12 32.96670(N)    090 21 34.81372(W) AD(       ) 4
 JC1635  NAD 27      -  38 12 32.76600(N)    090 21 34.37300(W) AD(       ) 3
 JC1635
 JC1635.Superseded values are not recommended for survey control.
 JC1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1635.See file dsdata.txt to determine how the superseded data were derived.
 JC1635
 JC1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3117332317(NAD 83)
 JC1635_MARKER: 42 = RADIO/TV MAST
 JC1635
 JC1635  HISTORY     - Date     Condition        Report By
 JC1635  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1635  HISTORY     - 1975     GOOD             LOCENG
 JC1635
 JC1635                          STATION DESCRIPTION
 JC1635
 JC1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1635'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE EAST
 JC1635'NORTHEAST OF DE SOTO, 1-1/2 MILES EAST SOUTHEAST OF CRYSTAL
 JC1635'CITY, ON THE HIGHEST PART OF A TREE COVERED HILL LOCALLY
 JC1635'KNOWN AS BUCK KNOB.
 JC1635'
 JC1635'THE MAST IS OF STEEL CONSTRUCTION, TRIANGULAR SHAPED, AND
 JC1635'HAS 16 INCH SIDES.  IT IS 120 FEET HIGH AND IS ALTERNATELY PAINTED
 JC1635'RED AND WHITE.  IT IS 13.925 FEET, 4.245 METERS SOUTH
 JC1635'SOUTHEAST OF TRIANGULATION STATION BUCK KNOB.  THE CENTER
 JC1635'OF THE MAST WAS INTERSECTED.
 JC1635
 JC1635                          STATION RECOVERY (1975)
 JC1635
 JC1635'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 JC1635'STATION RECOVERED GOOD.
 JC1635'
 JC1635'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1648 ***********************************************************************
 JC1648  DESIGNATION -  CRYSTAL CITY MUNICIPAL TOWER
 JC1648  PID         -  JC1648
 JC1648  STATE/COUNTY-  MO/JEFFERSON
 JC1648  USGS QUAD   -  FESTUS (1982)
 JC1648
 JC1648                         *CURRENT SURVEY CONTROL
 JC1648  ___________________________________________________________________
 JC1648* NAD 83(1997)-  38 13 12.14811(N)    090 22 35.31149(W)     ADJUSTED  
 JC1648* NAVD 88     -                                                        
 JC1648  ___________________________________________________________________
 JC1648  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JC1648  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 JC1648
 JC1648  HORZ ORDER  -  THIRD
 JC1648
 JC1648.The horizontal coordinates were established by classical geodetic methods
 JC1648.and adjusted by the National Geodetic Survey in February 2000..
 JC1648
 JC1648
 JC1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1648
 JC1648.The geoid height was determined by GEOID03.
 JC1648
 JC1648;                    North         East     Units Scale Factor Converg.
 JC1648;SPC MO E     -   264,862.063   260,816.251   MT  0.99993477   +0 04 35.1
 JC1648;SPC IL W     -   172,413.471   681,628.251   MT  0.99994533   -0 07 47.3
 JC1648;SPC IL W     -   565,659.86  2,236,308.69   sFT  0.99994533   -0 07 47.3
 JC1648;UTM  15      - 4,233,483.903   729,667.502   MT  1.00024966   +1 37 25.8
 JC1648
 JC1648                          SUPERSEDED SURVEY CONTROL
 JC1648
 JC1648  NAD 83(1997)-  38 13 12.14925(N)    090 22 35.31132(W) AD(       ) 4
 JC1648  NAD 83(1986)-  38 13 12.16232(N)    090 22 35.30760(W) AD(       ) 4
 JC1648  NAD 27      -  38 13 11.95400(N)    090 22 34.86700(W) AD(       ) 3
 JC1648
 JC1648.Superseded values are not recommended for survey control.
 JC1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1648.See file dsdata.txt to determine how the superseded data were derived.
 JC1648
 JC1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2966833484(NAD 83)
 JC1648_MARKER: 54 = WATER TOWER
 JC1648
 JC1648  HISTORY     - Date     Condition        Report By
 JC1648  HISTORY     - 1931     FIRST OBSERVED   CGS
 JC1648
 JC1648                          STATION DESCRIPTION
 JC1648
 JC1648'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7516 ***********************************************************************
 DF7516  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7516  DESIGNATION -  CSC 01
 DF7516  PID         -  DF7516
 DF7516  STATE/COUNTY-  MO/ST CHARLES
 DF7516  USGS QUAD   -  KAMPVILLE (1994)
 DF7516
 DF7516                         *CURRENT SURVEY CONTROL
 DF7516  ___________________________________________________________________
 DF7516* NAD 83(1997)-  38 45 29.65371(N)    090 33 04.86721(W)     ADJUSTED  
 DF7516* NAVD 88     -       177.64   (meters)     582.8    (feet)  GPS OBS   
 DF7516  ___________________________________________________________________
 DF7516  X           -     -47,924.108 (meters)                     COMP
 DF7516  Y           -  -4,980,056.994 (meters)                     COMP
 DF7516  Z           -   3,971,515.300 (meters)                     COMP
 DF7516  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DF7516  ELLIP HEIGHT-         146.26  (meters)          (08/29/03) GPS OBS
 DF7516  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DF7516
 DF7516  HORZ ORDER  -  B
 DF7516  ELLP ORDER  -  FOURTH    CLASS II
 DF7516
 DF7516.The horizontal coordinates were established by GPS observations
 DF7516.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7516
 DF7516.The orthometric height was determined by GPS observations and a
 DF7516.high-resolution geoid model using precise GPS observation and
 DF7516.processing techniques.
 DF7516
 DF7516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7516
 DF7516.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7516
 DF7516.The ellipsoidal height was determined by GPS observations
 DF7516.and is referenced to NAD 83.
 DF7516
 DF7516.The geoid height was determined by GEOID03.
 DF7516
 DF7516;                    North         East     Units Scale Factor Converg.
 DF7516;SPC MO E     -   324,594.972   245,536.760   MT  0.99993358   -0 01 55.7
 DF7516;UTM  15      - 4,292,795.694   712,766.537   MT  1.00015749   +1 32 00.7
 DF7516
 DF7516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7516!SPC MO E     -   0.99997705  x   0.99993358  =   0.99991063
 DF7516!UTM  15      -   0.99997705  x   1.00015749  =   1.00013454
 DF7516
 DF7516:                Primary Azimuth Mark                     Grid Az
 DF7516:SPC MO E     -  CSC 02                                   110 40 40.5
 DF7516:UTM  15      -  CSC 02                                   109 06 44.1
 DF7516
 DF7516|---------------------------------------------------------------------|
 DF7516| PID    Reference Object                     Distance      Geod. Az  |
 DF7516|                                                           dddmmss.s |
 DF7516| DF7526 CSC 02                              APPROX. 1.4 KM 1103844.8 |
 DF7516|---------------------------------------------------------------------|
 DF7516
 DF7516                          SUPERSEDED SURVEY CONTROL
 DF7516
 DF7516.No superseded survey control is available for this station.
 DF7516
 DF7516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1276792796(NAD 83)
 DF7516_MARKER: DD = SURVEY DISK
 DF7516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7516_STAMPING: CSC 01 2003
 DF7516_PROJECTION: FLUSH
 DF7516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7516+STABILITY: SURFACE MOTION
 DF7516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7516+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7516
 DF7516  HISTORY     - Date     Condition        Report By
 DF7516  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7516
 DF7516                          STATION DESCRIPTION
 DF7516
 DF7516'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7516'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 4.4
 DF7516'MI EAST-SOUTHEAST
 DF7516'OF THE CITY OF SAINT PETERS AND NORTH OF THE MC CLAY BRANCH PUBLIC
 DF7516'LIBRARY.
 DF7516'OWNERSHIP-CITY OF SAINT CHARLES.
 DF7516' 
 DF7516'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 WITH SR-94,
 DF7516'EXIT 229, GO
 DF7516'WEST-SOUTHWEST 2.75 MI ON SR-94 TO THE INTERSECTION OF SR-94 WITH
 DF7516'HERITAGE LANDING,
 DF7516'TURN RIGHT AND GO NORTH 0.03 MI ON HERITAGE LANDING TO THE
 DF7516'INTERSECTION OF HERITAGE
 DF7516'LANDING AND HACKMAN ROAD ON THE LEFT, TURN LEFT AND GO NORTHEAST 0.4
 DF7516'MI ON HACKMAN
 DF7516'ROAD TO THE INTERSECTION OF HACKMAN ROAD AND MC CLAY ROAD, TURN RIGHT
 DF7516'AND GO EAST 0.2
 DF7516'MI ON MC CLAY ROAD TO THE STATION ON THE RIGHT IN THE GRASS AREA
 DF7516'BETWEEN THE
 DF7516'ENTRANCES TO THE MC CLAY BRANCH LIBRARY. THE STATION IS A BRONZE CITY
 DF7516'OF ST. CHARLES
 DF7516'SURVEY MARKER DISK STAMPED --CSC 01 2003-- SET INTO THE TOP OF A
 DF7516'12-INCH DIAMETER
 DF7516'54 INCH DEEP CONCRETE MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7516' 
 DF7516'THE STATION IS 82.9 FEET NORTHWEST OF THE NORTHEAST CORNER OF LIBRARY
 DF7516'BUILDING, 51
 DF7516'FEET EAST-SOUTHEAST OF THE SOUTH END OF THE LIBRARY SIGN, 25.5 FEET
 DF7516'WEST OF A LIGHT POLE,
 DF7516'6 FEET EAST OF A FIRE HYDRANT, AND 4.4 FEET NORTH OF THE BACK-OF-CURB
 DF7516'OF MC CLAY ROAD.
 DF7516' 
 DF7516' 
 DF7516' 
 DF7516' 
 DF7516' 
 DF7516'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7526 ***********************************************************************
 DF7526  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7526  DESIGNATION -  CSC 02
 DF7526  PID         -  DF7526
 DF7526  STATE/COUNTY-  MO/ST CHARLES
 DF7526  USGS QUAD   -  KAMPVILLE (1994)
 DF7526
 DF7526                         *CURRENT SURVEY CONTROL
 DF7526  ___________________________________________________________________
 DF7526* NAD 83(1997)-  38 45 13.57846(N)    090 32 10.39405(W)     ADJUSTED  
 DF7526* NAVD 88     -       158.75   (meters)     520.8    (feet)  GPS OBS   
 DF7526  ___________________________________________________________________
 DF7526  X           -     -46,611.673 (meters)                     COMP
 DF7526  Y           -  -4,980,365.067 (meters)                     COMP
 DF7526  Z           -   3,971,116.922 (meters)                     COMP
 DF7526  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DF7526  ELLIP HEIGHT-         127.39  (meters)          (08/29/03) GPS OBS
 DF7526  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DF7526
 DF7526  HORZ ORDER  -  FIRST
 DF7526  ELLP ORDER  -  FOURTH    CLASS I
 DF7526
 DF7526.The horizontal coordinates were established by GPS observations
 DF7526.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7526
 DF7526.The orthometric height was determined by GPS observations and a
 DF7526.high-resolution geoid model using precise GPS observation and
 DF7526.processing techniques.
 DF7526
 DF7526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7526
 DF7526.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7526
 DF7526.The ellipsoidal height was determined by GPS observations
 DF7526.and is referenced to NAD 83.
 DF7526
 DF7526.The geoid height was determined by GEOID03.
 DF7526
 DF7526;                    North         East     Units Scale Factor Converg.
 DF7526;SPC MO E     -   324,098.674   246,851.706   MT  0.99993346   -0 01 21.6
 DF7526;UTM  15      - 4,292,335.402   714,094.855   MT  1.00016447   +1 32 34.3
 DF7526
 DF7526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7526!SPC MO E     -   0.99998001  x   0.99993346  =   0.99991347
 DF7526!UTM  15      -   0.99998001  x   1.00016447  =   1.00014448
 DF7526
 DF7526:                Primary Azimuth Mark                     Grid Az
 DF7526:SPC MO E     -  CSC 01                                   290 40 40.5
 DF7526:UTM  15      -  CSC 01                                   289 06 44.6
 DF7526
 DF7526|---------------------------------------------------------------------|
 DF7526| PID    Reference Object                     Distance      Geod. Az  |
 DF7526|                                                           dddmmss.s |
 DF7526| DF7516 CSC 01                              APPROX. 1.4 KM 2903918.9 |
 DF7526|---------------------------------------------------------------------|
 DF7526
 DF7526                          SUPERSEDED SURVEY CONTROL
 DF7526
 DF7526.No superseded survey control is available for this station.
 DF7526
 DF7526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1409592335(NAD 83)
 DF7526_MARKER: DD = SURVEY DISK
 DF7526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7526_STAMPING: CSC 02 2003
 DF7526_PROJECTION: FLUSH
 DF7526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7526+STABILITY: SURFACE MOTION
 DF7526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7526+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7526
 DF7526  HISTORY     - Date     Condition        Report By
 DF7526  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7526
 DF7526                          STATION DESCRIPTION
 DF7526
 DF7526'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7526'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 5.3
 DF7526'MI SOUTHEAST OF THE
 DF7526'CITY OF SAINT PETERS AT THE INTERSECTION OF HEMSATH ROAD AND EAGLE
 DF7526'SPUR COURT.
 DF7526'OWNERSHIP-CITY OF SAINT CHARLES.
 DF7526' 
 DF7526'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 WITH
 DF7526'SR-94--FIRST CAPITOL DRIVE--
 DF7526'GO SOUTHWEST 1.5 MI ON SR-94 TO THE INTERSECTION OF SR-94 WITH PRALLE
 DF7526'LANE, TURN LEFT
 DF7526'AND GO SOUTHEAST 0.07 MI ON PRALLE LANE TO THE INTERSECTION OF PRALLE
 DF7526'LANE WITH
 DF7526'BLUESTONE DRIVE, TURN RIGHT AND GO SOUTHWEST 0.53 MI ON BLUESTONE
 DF7526'DRIVE TO THE
 DF7526'INTERSECTION OF BLUESTONE DRIVE WITH HEMSATH ROAD, TURN LEFT AND GO
 DF7526'SOUTHEAST 0.17 MI
 DF7526'ON HEMSATH ROAD TO THE INTERSECTION OF HEMSATH ROAD WITH EAGLE SPUR
 DF7526'COURT, TURN
 DF7526'RIGHT AND GO SOUTHEAST TO THE FIRST HOUSE ON THE RIGHT--NUMBER 39--AND
 DF7526'THE STATION IN
 DF7526'THE GRASS AREA. THE STATION IS A BRONZE CITY OF ST. CHARLES SURVEY
 DF7526'MARKER DISK STAMPED
 DF7526'--CSC 02 2003-- SET INTO THE TOP OF A 12-INCH DIAMETER 54 INCH DEEP
 DF7526'CONCRETE MONUMENT AND
 DF7526'SET FLUSH WITH THE GROUND.
 DF7526' 
 DF7526'THE STATION IS 76.5 FEET EAST OF A FIRE HYDRANT, 28.7 FEET SOUTH OF
 DF7526'THE SOUTHERLY PORCH
 DF7526'CORNER AT 39 EAGLE SPUR COURT, AND 6.6 FEET NORTHEAST OF A CATCH
 DF7526'BASIN.
 DF7526' 
 DF7526' 
 DF7526' 
 DF7526' 
 DF7526' 
 DF7526'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7527 ***********************************************************************
 DF7527  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7527  DESIGNATION -  CSC 03
 DF7527  PID         -  DF7527
 DF7527  STATE/COUNTY-  MO/ST CHARLES
 DF7527  USGS QUAD   -  KAMPVILLE (1994)
 DF7527
 DF7527                         *CURRENT SURVEY CONTROL
 DF7527  ___________________________________________________________________
 DF7527* NAD 83(1997)-  38 46 01.82336(N)    090 32 20.43621(W)     ADJUSTED  
 DF7527* NAVD 88     -       160.56   (meters)     526.8    (feet)  GPS OBS   
 DF7527  ___________________________________________________________________
 DF7527  X           -     -46,845.397 (meters)                     COMP
 DF7527  Y           -  -4,979,432.813 (meters)                     COMP
 DF7527  Z           -   3,972,278.128 (meters)                     COMP
 DF7527  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DF7527  ELLIP HEIGHT-         129.18  (meters)          (08/29/03) GPS OBS
 DF7527  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DF7527
 DF7527  HORZ ORDER  -  FIRST
 DF7527  ELLP ORDER  -  FOURTH    CLASS I
 DF7527
 DF7527.The horizontal coordinates were established by GPS observations
 DF7527.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7527
 DF7527.The orthometric height was determined by GPS observations and a
 DF7527.high-resolution geoid model using precise GPS observation and
 DF7527.processing techniques.
 DF7527
 DF7527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7527
 DF7527.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7527
 DF7527.The ellipsoidal height was determined by GPS observations
 DF7527.and is referenced to NAD 83.
 DF7527
 DF7527.The geoid height was determined by GEOID03.
 DF7527
 DF7527;                    North         East     Units Scale Factor Converg.
 DF7527;SPC MO E     -   325,586.372   246,609.878   MT  0.99993347   -0 01 27.9
 DF7527;UTM  15      - 4,293,816.278   713,812.402   MT  1.00016298   +1 32 29.6
 DF7527
 DF7527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7527!SPC MO E     -   0.99997973  x   0.99993347  =   0.99991320
 DF7527!UTM  15      -   0.99997973  x   1.00016298  =   1.00014271
 DF7527
 DF7527:                Primary Azimuth Mark                     Grid Az
 DF7527:SPC MO E     -  CSC 09 RESET                             045 28 29.5
 DF7527:UTM  15      -  CSC 09 RESET                             043 54 32.0
 DF7527
 DF7527|---------------------------------------------------------------------|
 DF7527| PID    Reference Object                     Distance      Geod. Az  |
 DF7527|                                                           dddmmss.s |
 DF7527| DI0698 CSC 09 RESET                        APPROX. 1.3 KM 0452701.6 |
 DF7527| DF7530 CSC 09                              APPROX. 1.3 KM 0454836.9 |
 DF7527| DF7516 CSC 01                              APPROX. 1.5 KM 2271432.3 |
 DF7527|---------------------------------------------------------------------|
 DF7527
 DF7527                          SUPERSEDED SURVEY CONTROL
 DF7527
 DF7527.No superseded survey control is available for this station.
 DF7527
 DF7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1381293816(NAD 83)
 DF7527_MARKER: DD = SURVEY DISK
 DF7527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7527_STAMPING: CSC 03 2003
 DF7527_PROJECTION: FLUSH
 DF7527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7527+STABILITY: SURFACE MOTION
 DF7527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7527+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 DF7527
 DF7527  HISTORY     - Date     Condition        Report By
 DF7527  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7527  HISTORY     - 20060405 GOOD             WOOLPT
 DF7527
 DF7527                          STATION DESCRIPTION
 DF7527
 DF7527'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7527'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 4.8
 DF7527'MI EAST-SOUTHEAST
 DF7527'OF THE CITY OF SAINT PETERS AT THE INTERSECTION OF FOX GLOVE DRIVE AND
 DF7527'DAHLIA COURT.
 DF7527'OWNERSHIP-CITY OF SAINT CHARLES.
 DF7527' 
 DF7527'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 WITH
 DF7527'SR-94--FIRST CAPITOL DRIVE--
 DF7527'GO SOUTHWEST 1.5 MI ON SR-94 TO THE INTERSECTION OF SR-94 WITH PRALLE
 DF7527'LANE, TURN RIGHT
 DF7527'AND GO NORTHWEST 0.10 MI ON PRALLE LANE TO THE INTERSECTION OF PRALLE
 DF7527'LANE WITH
 DF7527'OLD HIGHWAY 94, TURN LEFT AND GO WEST 0.5 MI ON OLD HIGHWAY 94 TO THE
 DF7527'INTERSECTION OF
 DF7527'OLD HIGHWAY 94 WITH MUEGGE ROAD, TURN RIGHT AND GO NORTHWEST 0.4 MI ON
 DF7527'MUEGGE ROAD
 DF7527'TO THE INTERSECTION OF MUEGGE ROAD WITH GRAYSTONE DRIVE ON THE RIGHT,
 DF7527'TURN RIGHT AND
 DF7527'GO NORTHEAST 0.3 MI ON GRAYSTONE DRIVE TO THE INTERSECTION OF
 DF7527'GRAYSTONE DRIVE WITH
 DF7527'FOX GLOVE DRIVE, TURN RIGHT AND GO EAST 0.10 MI ON FOX GLOVE DRIVE TO
 DF7527'THE INTERSECTION OF
 DF7527'FOX GLOVE DRIVE WITH DAHLIA COURT, TURN RIGHT AND GO SOUTH-SOUTHWEST
 DF7527'TO THE FIRST
 DF7527'HOUSE ON THE RIGHT--NUMBER 1641--AND THE STATION IN THE TREE LAWN. THE
 DF7527'STATION IS A
 DF7527'BRONZE CITY OF ST. CHARLES SURVEY MARKER DISK STAMPED --CSC 03 2003--
 DF7527'SET INTO THE TOP OF
 DF7527'A 12-INCH DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND SET FLUSH WITH
 DF7527'THE GROUND.
 DF7527' 
 DF7527'THE STATION IS 17.4 FEET WEST-NORTHWEST OF THE CENTERLINE OF DAHLIA
 DF7527'COURT, 127.3 FEET
 DF7527'SOUTH-SOUTHWEST OF THE CENTERLINE OF FOX GLOVE DRIVE, 44.9 FEET
 DF7527'SOUTHEAST OF THE
 DF7527'NORTHEAST CORNER OF HOUSE 1637, 39.4 FEET SOUTH OF THE SOUTHEAST
 DF7527'CORNER OF HOUSE 1641,
 DF7527'4.3 FEET SOUTHE OF A FIRE HYDRANT, AND 2.6 FEET EAST-SOUTHEAST OF THE
 DF7527'EAST EDGE OF THE
 DF7527'SIDEWALK.
 DF7527' 
 DF7527' 
 DF7527' 
 DF7527' 
 DF7527' 
 DF7527' 
 DF7527'
 DF7527
 DF7527                          STATION RECOVERY (2006)
 DF7527
 DF7527'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BJM)
 DF7527'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7528 ***********************************************************************
 DF7528  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7528  DESIGNATION -  CSC 04
 DF7528  PID         -  DF7528
 DF7528  STATE/COUNTY-  MO/ST CHARLES
 DF7528  USGS QUAD   -  KAMPVILLE (1994)
 DF7528
 DF7528                         *CURRENT SURVEY CONTROL
 DF7528  ___________________________________________________________________
 DF7528* NAD 83(1997)-  38 45 42.77042(N)    090 31 07.42940(W)     ADJUSTED  
 DF7528* NAVD 88     -       177.63   (meters)     582.8    (feet)  GPS OBS   
 DF7528  ___________________________________________________________________
 DF7528  X           -     -45,086.390 (meters)                     COMP
 DF7528  Y           -  -4,979,830.253 (meters)                     COMP
 DF7528  Z           -   3,971,830.704 (meters)                     COMP
 DF7528  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DF7528  ELLIP HEIGHT-         146.26  (meters)          (08/29/03) GPS OBS
 DF7528  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DF7528
 DF7528  HORZ ORDER  -  FIRST
 DF7528  ELLP ORDER  -  FOURTH    CLASS I
 DF7528
 DF7528.The horizontal coordinates were established by GPS observations
 DF7528.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7528
 DF7528.The orthometric height was determined by GPS observations and a
 DF7528.high-resolution geoid model using precise GPS observation and
 DF7528.processing techniques.
 DF7528
 DF7528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7528
 DF7528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7528
 DF7528.The ellipsoidal height was determined by GPS observations
 DF7528.and is referenced to NAD 83.
 DF7528
 DF7528.The geoid height was determined by GEOID03.
 DF7528
 DF7528;                    North         East     Units Scale Factor Converg.
 DF7528;SPC MO E     -   324,998.331   248,372.138   MT  0.99993337   -0 00 42.2
 DF7528;UTM  15      - 4,293,276.487   715,590.489   MT  1.00017239   +1 33 14.7
 DF7528
 DF7528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7528!SPC MO E     -   0.99997705  x   0.99993337  =   0.99991042
 DF7528!UTM  15      -   0.99997705  x   1.00017239  =   1.00014944
 DF7528
 DF7528:                Primary Azimuth Mark                     Grid Az
 DF7528:SPC MO E     -  CSC 09                                   332 07 08.7
 DF7528:UTM  15      -  CSC 09                                   330 33 11.8
 DF7528
 DF7528|---------------------------------------------------------------------|
 DF7528| PID    Reference Object                     Distance      Geod. Az  |
 DF7528|                                                           dddmmss.s |
 DF7528| DF7530 CSC 09                              APPROX. 1.7 KM 3320626.5 |
 DF7528|---------------------------------------------------------------------|
 DF7528
 DF7528                          SUPERSEDED SURVEY CONTROL
 DF7528
 DF7528.No superseded survey control is available for this station.
 DF7528
 DF7528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1559093276(NAD 83)
 DF7528_MARKER: DD = SURVEY DISK
 DF7528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7528_STAMPING: CSC 04 2003
 DF7528_PROJECTION: FLUSH
 DF7528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7528+STABILITY: SURFACE MOTION
 DF7528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7528+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 DF7528
 DF7528  HISTORY     - Date     Condition        Report By
 DF7528  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7528  HISTORY     - 20060405 GOOD             WOOLPT
 DF7528
 DF7528                          STATION DESCRIPTION
 DF7528
 DF7528'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7528'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 6.0
 DF7528'MI EAST-SOUTHEAST
 DF7528'OF THE CITY OF SAINT PETERS ON FRIEDENS ROAD EAST OF THE INTERSECTION
 DF7528'WITH OLD FRIEDENS
 DF7528'ROAD. OWNERSHIP-CITY OF SAINT CHARLES.
 DF7528' 
 DF7528'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 WITH ZUMBEHL
 DF7528'ROAD, EXIT 227,
 DF7528'GO SOUTH AND SOUTHEAST 1.4 MI ON ZUMBEHL ROAD TO THE INTERSECTION OF
 DF7528'ZUMBEHL ROAD
 DF7528'WITH SR-94--FIRST CAPITOL DRIVE--WHERE ZUMBEHL ROAD CHANGES TO
 DF7528'FRIEDENS ROAD, CONTINUE
 DF7528'SOUTHEAST ON FRIEDENS ROAD AND GO 0.6 MI ON FRIEDENS ROAD PASSING THE
 DF7528'INTERSECTION OF
 DF7528'OLD FRIEDENS ROAD ON THE LEFT TO THE THE STATION ON THE RIGHT IN THE
 DF7528'TREE LAWN. THE
 DF7528'STATION IS A BRONZE CITY OF ST. CHARLES SURVEY MARKER DISK STAMPED
 DF7528'--CSC 04 2003-- SET INTO
 DF7528'THE TOP OF A 12-INCH DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND SET
 DF7528'FLUSH WITH THE
 DF7528'GROUND.
 DF7528' 
 DF7528'THE STATION IS 27.3 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF FRIEDENS
 DF7528'ROAD, 10.1 FEET
 DF7528'SOUTH-SOUTHEAST OF A POWER POLE, 131.1 FEET SOUTH-SOUTHEAST OF A POWER
 DF7528'POLE, AND 2
 DF7528'FEET NORTH-NORTHEAST OF THE FACE OF THE SIDEWALK.
 DF7528' 
 DF7528' 
 DF7528' 
 DF7528' 
 DF7528' 
 DF7528' 
 DF7528' 
 DF7528'
 DF7528
 DF7528                          STATION RECOVERY (2006)
 DF7528
 DF7528'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JPD)
 DF7528'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7520 ***********************************************************************
 DF7520  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7520  DESIGNATION -  CSC 05
 DF7520  PID         -  DF7520
 DF7520  STATE/COUNTY-  MO/ST CHARLES
 DF7520  USGS QUAD   -  KAMPVILLE (1994)
 DF7520
 DF7520                         *CURRENT SURVEY CONTROL
 DF7520  ___________________________________________________________________
 DF7520* NAD 83(1997)-  38 45 21.24275(N)    090 30 20.84448(W)     ADJUSTED  
 DF7520* NAVD 88     -       156.14   (meters)     512.3    (feet)  GPS OBS   
 DF7520  ___________________________________________________________________
 DF7520  X           -     -43,965.215 (meters)                     COMP
 DF7520  Y           -  -4,980,239.135 (meters)                     COMP
 DF7520  Z           -   3,971,299.590 (meters)                     COMP
 DF7520  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DF7520  ELLIP HEIGHT-         124.77  (meters)          (08/29/03) GPS OBS
 DF7520  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DF7520
 DF7520  HORZ ORDER  -  FIRST
 DF7520  ELLP ORDER  -  THIRD     CLASS II
 DF7520
 DF7520.The horizontal coordinates were established by GPS observations
 DF7520.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7520
 DF7520.The orthometric height was determined by GPS observations and a
 DF7520.high-resolution geoid model using precise GPS observation and
 DF7520.processing techniques.
 DF7520
 DF7520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7520
 DF7520.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7520
 DF7520.The ellipsoidal height was determined by GPS observations
 DF7520.and is referenced to NAD 83.
 DF7520
 DF7520.The geoid height was determined by GEOID03.
 DF7520
 DF7520;                    North         East     Units Scale Factor Converg.
 DF7520;SPC MO E     -   324,334.390   249,496.736   MT  0.99993334   -0 00 13.0
 DF7520;UTM  15      - 4,292,643.368   716,733.086   MT  1.00017847   +1 33 43.2
 DF7520
 DF7520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7520!SPC MO E     -   0.99998042  x   0.99993334  =   0.99991377
 DF7520!UTM  15      -   0.99998042  x   1.00017847  =   1.00015889
 DF7520
 DF7520:                Primary Azimuth Mark                     Grid Az
 DF7520:SPC MO E     -  CSC 04                                   300 33 24.4
 DF7520:UTM  15      -  CSC 04                                   298 59 28.2
 DF7520
 DF7520|---------------------------------------------------------------------|
 DF7520| PID    Reference Object                     Distance      Geod. Az  |
 DF7520|                                                           dddmmss.s |
 DF7520| DF7528 CSC 04                              APPROX. 1.3 KM 3003311.4 |
 DF7520|---------------------------------------------------------------------|
 DF7520
 DF7520                          SUPERSEDED SURVEY CONTROL
 DF7520
 DF7520.No superseded survey control is available for this station.
 DF7520
 DF7520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1673392643(NAD 83)
 DF7520_MARKER: DD = SURVEY DISK
 DF7520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7520_STAMPING: CSC 05 2003
 DF7520_PROJECTION: FLUSH
 DF7520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7520+STABILITY: SURFACE MOTION
 DF7520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7520+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7520
 DF7520  HISTORY     - Date     Condition        Report By
 DF7520  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7520
 DF7520                          STATION DESCRIPTION
 DF7520
 DF7520'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7520'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 6.8
 DF7520'MI EAST-SOUTHEAST
 DF7520'OF THE CITY OF SAINT PETERS ON FRIEDENS ROAD APPROXIMATELY 0.4 MI WEST
 DF7520'OF THE
 DF7520'INTERSECTION WITH SOUTH RIVER ROAD AND ARENA PARKWAY. OWNERSHIP-CITY
 DF7520'OF SAINT
 DF7520'CHARLES.
 DF7520' 
 DF7520'TO REACH THE STATION FROM THE JUNCTION OF THE INTERSTATE 70 BRIDGE
 DF7520'OVER FIFTH STREET,
 DF7520'GO SOUTHWEST 0.2 MI ON FIFTH STREET TO THE INTERSECTION OF FIFTH
 DF7520'STREET WITH SOUTH
 DF7520'RIVER ROAD ON THE LEFT, TURN LEFT AND GO SOUTHEAST AND SOUTHWEST 1.0
 DF7520'MI ON SOUTH
 DF7520'RIVER ROAD TO THE INTERSECTION WITH ARENA PARKWAY ON THE LEFT WHERE
 DF7520'SOUTH RIVER
 DF7520'ROAD CHANGES TO FRIEDENS ROAD, CONTINUE WEST-NORTHWEST ON FRIEDENS
 DF7520'ROAD 0.40 MI TO
 DF7520'THE STATION ON THE RIGHT AT THE DRIVE TO 216 FRIEDENS ROAD. THE
 DF7520'STATION IS A BRONZE CITY
 DF7520'OF ST. CHARLES SURVEY MARKER DISK STAMPED --CSC 05 2003-- SET INTO THE
 DF7520'TOP OF A 12-INCH
 DF7520'DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7520'THE STATION IS 36.4 FEET NORTH OF THE CENTERLINE OF FRIEDENS ROAD,
 DF7520'112.2 FEET WEST OF THE
 DF7520'NORTH END OF THE WESTERNMOST CULVERT CROSSING UNDER FRIEDENS ROAD,
 DF7520'65.4 FEET EAST OF
 DF7520'A POWER POLE, AND 20.3 FEET SOUTHEAST OF THE EAST END OF THE
 DF7520'SOUTHERNMOST CULVERT
 DF7520'CROSSING UNDER THE DRIVE TO 216 FRIEDENS ROAD.
 DF7520' 
 DF7520' 
 DF7520' 
 DF7520' 
 DF7520' 
 DF7520' 
 DF7520' 
 DF7520' 
 DF7520'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7529 ***********************************************************************
 DF7529  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7529  DESIGNATION -  CSC 06
 DF7529  PID         -  DF7529
 DF7529  STATE/COUNTY-  MO/ST CHARLES
 DF7529  USGS QUAD   -  ST CHARLES (1994)
 DF7529
 DF7529                         *CURRENT SURVEY CONTROL
 DF7529  ___________________________________________________________________
 DF7529* NAD 83(1997)-  38 45 51.23830(N)    090 29 36.81672(W)     ADJUSTED  
 DF7529* NAVD 88     -       145.01   (meters)     475.8    (feet)  GPS OBS   
 DF7529  ___________________________________________________________________
 DF7529  X           -     -42,897.106 (meters)                     COMP
 DF7529  Y           -  -4,979,660.653 (meters)                     COMP
 DF7529  Z           -   3,972,013.884 (meters)                     COMP
 DF7529  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DF7529  ELLIP HEIGHT-         113.63  (meters)          (08/29/03) GPS OBS
 DF7529  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DF7529
 DF7529  HORZ ORDER  -  FIRST
 DF7529  ELLP ORDER  -  FOURTH    CLASS I
 DF7529
 DF7529.The horizontal coordinates were established by GPS observations
 DF7529.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7529
 DF7529.The orthometric height was determined by GPS observations and a
 DF7529.high-resolution geoid model using precise GPS observation and
 DF7529.processing techniques.
 DF7529
 DF7529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7529
 DF7529.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7529
 DF7529.The ellipsoidal height was determined by GPS observations
 DF7529.and is referenced to NAD 83.
 DF7529
 DF7529.The geoid height was determined by GEOID03.
 DF7529
 DF7529;                    North         East     Units Scale Factor Converg.
 DF7529;SPC MO E     -   325,259.286   250,559.666   MT  0.99993334   +0 00 14.5
 DF7529;UTM  15      - 4,293,597.199   717,770.603   MT  1.00018402   +1 34 11.8
 DF7529
 DF7529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7529!SPC MO E     -   0.99998217  x   0.99993334  =   0.99991551
 DF7529!UTM  15      -   0.99998217  x   1.00018402  =   1.00016619
 DF7529
 DF7529:                Primary Azimuth Mark                     Grid Az
 DF7529:SPC MO E     -  CSC 05                                   228 58 20.0
 DF7529:UTM  15      -  CSC 05                                   227 24 22.7
 DF7529
 DF7529|---------------------------------------------------------------------|
 DF7529| PID    Reference Object                     Distance      Geod. Az  |
 DF7529|                                                           dddmmss.s |
 DF7529| DF7520 CSC 05                              APPROX. 1.4 KM 2285834.5 |
 DF7529|---------------------------------------------------------------------|
 DF7529
 DF7529                          SUPERSEDED SURVEY CONTROL
 DF7529
 DF7529.No superseded survey control is available for this station.
 DF7529
 DF7529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1777193597(NAD 83)
 DF7529_MARKER: DD = SURVEY DISK
 DF7529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7529_STAMPING: CSC 06 2003
 DF7529_PROJECTION: FLUSH
 DF7529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7529+STABILITY: SURFACE MOTION
 DF7529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7529+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7529
 DF7529  HISTORY     - Date     Condition        Report By
 DF7529  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7529
 DF7529                          STATION DESCRIPTION
 DF7529
 DF7529'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7529'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 7.3
 DF7529'MI EAST-SOUTHEAST
 DF7529'OF THE CITY OF SAINT PETERS ON SOUTH MAIN STREET IN FRONT OF THE FIRE
 DF7529'STATION.
 DF7529'OWNERSHIP-CITY OF SAINT CHARLES.
 DF7529' 
 DF7529'TO REACH THE STATION FROM THE JUNCTION OF THE INTERSTATE 70 BRIDGE
 DF7529'OVER FIFTH STREET,
 DF7529'GO SOUTHWEST 0.2 MI ON FIFTH STREET TO THE INTERSECTION OF FIFTH
 DF7529'STREET WITH SOUTH
 DF7529'RIVER ROAD ON THE LEFT, TURN LEFT AND GO SOUTHEAST 0.17 MI ON SOUTH
 DF7529'RIVER ROAD TO THE
 DF7529'INTERSECTION OF SOUTH RIVER ROAD WITH SOUTH MAIN STREET, TURN LEFT AND
 DF7529'GO NORTHEAST
 DF7529'0.07 MI TO THE STATION ON THE RIGHT AT THE DRIVE TO THE FIRE STATION
 DF7529'PARKING LOT. THE
 DF7529'STATION IS A BRONZE CITY OF ST. CHARLES SURVEY MARKER DISK STAMPED
 DF7529'--CSC 06 2003-- SET INTO
 DF7529'THE TOP OF A 12-INCH DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND SET
 DF7529'FLUSH WITH THE
 DF7529'GROUND.
 DF7529' 
 DF7529'THE STATION IS 36.0 FEET WEST OF THE CORNER OF THE PARKING LOT FOR THE
 DF7529'FIRE STATION, 16.5
 DF7529'FEET SOUTHEAST ON THE CONCRETE BASE OF A LIGHT POLE, AND 15.8 FEET
 DF7529'SOUTH OF THE
 DF7529'CONCRETE BACK OF CURB OF THE DRIVE TO THE SAID PARKING LOT.
 DF7529' 
 DF7529' 
 DF7529' 
 DF7529' 
 DF7529' 
 DF7529' 
 DF7529' 
 DF7529' 
 DF7529' 
 DF7529'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7517 ***********************************************************************
 DF7517  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7517  DESIGNATION -  CSC 07
 DF7517  PID         -  DF7517
 DF7517  STATE/COUNTY-  MO/ST CHARLES
 DF7517  USGS QUAD   -  ST CHARLES (1994)
 DF7517
 DF7517                         *CURRENT SURVEY CONTROL
 DF7517  ___________________________________________________________________
 DF7517* NAD 83(1997)-  38 46 45.51082(N)    090 28 52.56877(W)     ADJUSTED  
 DF7517* NAVD 88     -       137.41   (meters)     450.8    (feet)  GPS OBS   
 DF7517  ___________________________________________________________________
 DF7517  X           -     -41,820.014 (meters)                     COMP
 DF7517  Y           -  -4,978,615.796 (meters)                     COMP
 DF7517  Z           -   3,973,313.928 (meters)                     COMP
 DF7517  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DF7517  ELLIP HEIGHT-         106.01  (meters)          (08/29/03) GPS OBS
 DF7517  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DF7517
 DF7517  HORZ ORDER  -  B
 DF7517  ELLP ORDER  -  FOURTH    CLASS II
 DF7517
 DF7517.The horizontal coordinates were established by GPS observations
 DF7517.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7517
 DF7517.The orthometric height was determined by GPS observations and a
 DF7517.high-resolution geoid model using precise GPS observation and
 DF7517.processing techniques.
 DF7517
 DF7517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7517
 DF7517.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7517
 DF7517.The ellipsoidal height was determined by GPS observations
 DF7517.and is referenced to NAD 83.
 DF7517
 DF7517.The geoid height was determined by GEOID03.
 DF7517
 DF7517;                    North         East     Units Scale Factor Converg.
 DF7517;SPC MO E     -   326,932.892   251,627.510   MT  0.99993337   +0 00 42.2
 DF7517;UTM  15      - 4,295,299.797   718,792.566   MT  1.00018952   +1 34 41.4
 DF7517
 DF7517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7517!SPC MO E     -   0.99998337  x   0.99993337  =   0.99991674
 DF7517!UTM  15      -   0.99998337  x   1.00018952  =   1.00017288
 DF7517
 DF7517                          SUPERSEDED SURVEY CONTROL
 DF7517
 DF7517.No superseded survey control is available for this station.
 DF7517
 DF7517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1879395300(NAD 83)
 DF7517_MARKER: DD = SURVEY DISK
 DF7517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7517_STAMPING: CSC 07 2003
 DF7517_MARK LOGO: MO7010
 DF7517_PROJECTION: FLUSH
 DF7517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7517+STABILITY: SURFACE MOTION
 DF7517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7517+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2003
 DF7517
 DF7517  HISTORY     - Date     Condition        Report By
 DF7517  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7517  HISTORY     - 20030720 GOOD             WOOLPT
 DF7517
 DF7517                          STATION DESCRIPTION
 DF7517
 DF7517'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7517'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 7.8
 DF7517'MI EAST-SOUTHEAST
 DF7517'OF THE CITY OF SAINT PETERS IN FRONTIER PARK. OWNERSHIP-CITY OF SAINT
 DF7517'CHARLES.
 DF7517'
 DF7517'TO REACH THE STATION FROM THE JUNCTION OF THE INTERSTATE 70 BRIDGE
 DF7517'OVER FIFTH STREET,
 DF7517'GO NORTH-NORTHEAST 0.35 MI ON FIFTH STREET TO THE INTERSECTION OF
 DF7517'FIFTH STREET WITH
 DF7517'BOONES LICK ROAD, TURN RIGHT AND GO NORTHEAST AND EAST 0.4 MI ON
 DF7517'BOONES LICK ROAD TO
 DF7517'THE INTERSECTION OF BOONES LICK ROAD WITH MAIN STREET AND RIVERSIDE
 DF7517'DRIVE, CONTINUE
 DF7517'EAST AND NORTH-NORTHEAST ON RIVERSIDE DRIVE FOR 0.39 MI TO THE STATION
 DF7517'ON THE RIGHT AT
 DF7517'THE SOUTHEAST QUADRANT OF RIVERSIDE DRIVE AND FIRST CAPITOL DRIVE IN
 DF7517'FRONTIER PARK. THE
 DF7517'STATION IS A BRONZE CITY OF ST. CHARLES SURVEY MARKER DISK STAMPED
 DF7517'--CSC 07 2003-- SET INTO
 DF7517'THE TOP OF A 12-INCH DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND SET
 DF7517'FLUSH WITH THE
 DF7517'GROUND.
 DF7517'
 DF7517'THE STATION IS 27.0 FEET SOUTHWEST OF THE CENTERLINE INTERSECTION OF
 DF7517'RIVERSIDE AND FIRST
 DF7517'CAPITOL DRIVES, 30.5 FEET NORTHWEST OF THE CENTERLINE OF KATY TRAIL,
 DF7517'17.3 FEET NORTHWEST
 DF7517'OF THE NORTHWEST RAIL OF THE RAILROAD TRACKS, AND 13.4 FEET SOUTHEAST
 DF7517'OF A BLACK
 DF7517'WROUGHT IRON FENCE.
 DF7517
 DF7517                          STATION RECOVERY (2003)
 DF7517
 DF7517'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 DF7517'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 7.8
 DF7517'MI EAST-SOUTHEAST OF THE CITY OF SAINT PETERS IN FRONTIER PARK.
 DF7517'OWNERSHIP-CITY OF SAINT CHARLES.  TO REACH THE STATION FROM THE
 DF7517'JUNCTION OF THE INTERSTATE 70 BRIDGE OVER FIFTH STREET, GO
 DF7517'NORTH-NORTHEAST 0.35 MI ON FIFTH STREET TO THE INTERSECTION OF FIFTH
 DF7517'STREET WITH BOONES LICK ROAD, TURN RIGHT AND GO NORTHEAST AND EAST
 DF7517'0.4 MI ON BOONES LICK ROAD TO THE INTERSECTION OF BOONES LICK ROAD
 DF7517'WITH MAIN STREET AND RIVERSIDE DRIVE, CONTINUE EAST AND
 DF7517'NORTH-NORTHEAST ON RIVERSIDE DRIVE FOR 0.39 MI TO THE STATION ON THE
 DF7517'RIGHT AT THE SOUTHEAST QUADRANT OF RIVERSIDE DRIVE AND FIRST CAPITOL
 DF7517'DRIVE IN FRONTIER PARK.  THE STATION IS A BRONZE CITY OF ST. CHARLES
 DF7517'SURVEY MARKER DISK STAMPED --CSC 07 2003-- SET INTO THE TOP OF A
 DF7517'12-INCH DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND SET FLUSH WITH
 DF7517'THE GROUND.  THE STATION IS 27.0 FEET SOUTHWEST OF THE CENTERLINE
 DF7517'INTERSECTION OF RIVERSIDE AND FIRST CAPITOL DRIVES, 30.5 FEET
 DF7517'NORTHWEST OF THE CENTERLINE OF KATY TRAIL, 17.3 FEET NORTHWEST OF THE
 DF7517'NORTHWEST RAIL OF THE RAILROAD TRACKS, AND 13.4 FEET SOUTHEAST OF A
 DF7517'BLACK WROUGHT IRON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7530 ***********************************************************************
 DF7530  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7530  DESIGNATION -  CSC 09
 DF7530  PID         -  DF7530
 DF7530  STATE/COUNTY-  MO/ST CHARLES
 DF7530  USGS QUAD   -  KAMPVILLE (1994)
 DF7530
 DF7530                         *CURRENT SURVEY CONTROL
 DF7530  ___________________________________________________________________
 DF7530* NAD 83(1997)-  38 46 32.03016(N)    090 31 40.73843(W)     ADJUSTED  
 DF7530* NAVD 88     -       168.85   (meters)     554.0    (feet)  GPS OBS   
 DF7530  ___________________________________________________________________
 DF7530  X           -     -45,881.738 (meters)                     COMP
 DF7530  Y           -  -4,978,864.889 (meters)                     COMP
 DF7530  Z           -   3,973,009.537 (meters)                     COMP
 DF7530  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DF7530  ELLIP HEIGHT-         137.44  (meters)          (08/29/03) GPS OBS
 DF7530  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DF7530
 DF7530  HORZ ORDER  -  FIRST
 DF7530  ELLP ORDER  -  FOURTH    CLASS I
 DF7530
 DF7530.The horizontal coordinates were established by GPS observations
 DF7530.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7530
 DF7530.The orthometric height was determined by GPS observations and a
 DF7530.high-resolution geoid model using precise GPS observation and
 DF7530.processing techniques.
 DF7530
 DF7530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7530
 DF7530.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7530
 DF7530.The ellipsoidal height was determined by GPS observations
 DF7530.and is referenced to NAD 83.
 DF7530
 DF7530.The geoid height was determined by GEOID03.
 DF7530
 DF7530;                    North         East     Units Scale Factor Converg.
 DF7530;SPC MO E     -   326,517.429   247,568.465   MT  0.99993341   -0 01 03.1
 DF7530;UTM  15      - 4,294,773.408   714,745.401   MT  1.00016791   +1 32 55.5
 DF7530
 DF7530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7530!SPC MO E     -   0.99997844  x   0.99993341  =   0.99991185
 DF7530!UTM  15      -   0.99997844  x   1.00016791  =   1.00014634
 DF7530
 DF7530:                Primary Azimuth Mark                     Grid Az
 DF7530:SPC MO E     -  CSC 03                                   225 50 04.9
 DF7530:UTM  15      -  CSC 03                                   224 16 06.3
 DF7530
 DF7530|---------------------------------------------------------------------|
 DF7530| PID    Reference Object                     Distance      Geod. Az  |
 DF7530|                                                           dddmmss.s |
 DF7530| DF7527 CSC 03                              APPROX. 1.3 KM 2254901.8 |
 DF7530|---------------------------------------------------------------------|
 DF7530
 DF7530                          SUPERSEDED SURVEY CONTROL
 DF7530
 DF7530.No superseded survey control is available for this station.
 DF7530
 DF7530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1474594773(NAD 83)
 DF7530_MARKER: DD = SURVEY DISK
 DF7530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7530_STAMPING: CSC 09 2003
 DF7530_PROJECTION: FLUSH
 DF7530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7530+STABILITY: SURFACE MOTION
 DF7530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7530+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7530
 DF7530  HISTORY     - Date     Condition        Report By
 DF7530  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7530
 DF7530                          STATION DESCRIPTION
 DF7530
 DF7530'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7530'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 5.3
 DF7530'MI EAST-SOUTHEAST
 DF7530'OF THE CITY OF SAINT PETERS IN THE TREE LAWN IN FRONT OF 1781
 DF7530'GRAYSTONE DRIVE.
 DF7530'OWNERSHIP-CITY OF SAINT CHARLES.
 DF7530' 
 DF7530'TO REACH THE STATION FROM THE JUNCTION OF THE ZUMBEHL ROAD BRIDGE OVER
 DF7530'I-70, GO SOUTH
 DF7530'0.85 MI ON ZUMBEHL ROAD TO THE INTERSECTION OF ZUMBEHL ROAD WITH
 DF7530'GRAYSTONE DRIVE ON
 DF7530'THE LEFT AND HAWKS NEST DRIVE ON THE RIGHT, TURN RIGHT AND GO
 DF7530'SOUTHWEST 0.01 MI ON
 DF7530'GRAYSTONE DRIVE TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF7530'CITY OF ST. CHARLES
 DF7530'SURVEY MARKER DISK STAMPED --CSC 09 2003-- SET INTO THE TOP OF A
 DF7530'12-INCH DIAMETER 54 INCH
 DF7530'DEEP CONCRETE MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7530' 
 DF7530'THE STATION IS 104.9 FEET SOUTHWEST OF A TRAFFIC LIGHT POLE, 22.9 FEET
 DF7530'WEST OF A BUS STOP
 DF7530'SIGN, 4.8 FEET NORTH OF THE BACK OF CURB ON GRAYSTONE DRIVE, AND 2.3
 DF7530'FEET SOUTH OF THE
 DF7530'FACE OF THE SIDEWALK.
 DF7530' 
 DF7530' 
 DF7530' 
 DF7530' 
 DF7530' 
 DF7530' 
 DF7530' 
 DF7530' 
 DF7530' 
 DF7530' 
 DF7530' 
 DF7530'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DI0698 ***********************************************************************
 DI0698  HT_MOD      -  This is a Height Modernization Survey Station.
 DI0698  DESIGNATION -  CSC 09 RESET
 DI0698  PID         -  DI0698
 DI0698  STATE/COUNTY-  MO/ST CHARLES
 DI0698  USGS QUAD   -  KAMPVILLE (1994)
 DI0698
 DI0698                         *CURRENT SURVEY CONTROL
 DI0698  ___________________________________________________________________
 DI0698* NAD 83(1997)-  38 46 32.27068(N)    090 31 40.92188(W)     ADJUSTED  
 DI0698* NAVD 88     -       168.26   (meters)     552.0    (feet)  GPS OBS   
 DI0698  ___________________________________________________________________
 DI0698  X           -     -45,886.119 (meters)                     COMP
 DI0698  Y           -  -4,978,859.752 (meters)                     COMP
 DI0698  Z           -   3,973,014.956 (meters)                     COMP
 DI0698  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DI0698  ELLIP HEIGHT-         136.86  (meters)          (06/28/06) GPS OBS
 DI0698  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DI0698
 DI0698  HORZ ORDER  -  FIRST
 DI0698  ELLP ORDER  -  FIFTH     CLASS I
 DI0698
 DI0698.The horizontal coordinates were established by GPS observations
 DI0698.and adjusted by the WOOLPERT CONSULTANTS in June 2006..
 DI0698
 DI0698.The orthometric height was determined by GPS observations and a
 DI0698.high-resolution geoid model using precise GPS observation and
 DI0698.processing techniques.
 DI0698
 DI0698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0698
 DI0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0698
 DI0698.The ellipsoidal height was determined by GPS observations
 DI0698.and is referenced to NAD 83.
 DI0698
 DI0698.The geoid height was determined by GEOID03.
 DI0698
 DI0698;                    North         East     Units Scale Factor Converg.
 DI0698;SPC MO E     -   326,524.847   247,564.039   MT  0.99993341   -0 01 03.2
 DI0698;UTM  15      - 4,294,780.703   714,740.773   MT  1.00016788   +1 32 55.4
 DI0698
 DI0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0698!SPC MO E     -   0.99997853  x   0.99993341  =   0.99991194
 DI0698!UTM  15      -   0.99997853  x   1.00016788  =   1.00014640
 DI0698
 DI0698:                Primary Azimuth Mark                     Grid Az
 DI0698:SPC MO E     -  CSC 04                                   152 06 15.8
 DI0698:UTM  15      -  CSC 04                                   150 32 17.2
 DI0698
 DI0698|---------------------------------------------------------------------|
 DI0698| PID    Reference Object                     Distance      Geod. Az  |
 DI0698|                                                           dddmmss.s |
 DI0698| DF7528 CSC 04                              APPROX. 1.7 KM 1520512.6 |
 DI0698|---------------------------------------------------------------------|
 DI0698
 DI0698                          SUPERSEDED SURVEY CONTROL
 DI0698
 DI0698.No superseded survey control is available for this station.
 DI0698
 DI0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1474194781(NAD 83)
 DI0698_MARKER: DD = SURVEY DISK
 DI0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0698_STAMPING: CSC 09 RESET
 DI0698_MARK LOGO: MO7010
 DI0698_PROJECTION: FLUSH
 DI0698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0698+STABILITY: SURFACE MOTION
 DI0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0698+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 DI0698
 DI0698  HISTORY     - Date     Condition        Report By
 DI0698  HISTORY     - 20060405 MONUMENTED       WOOLPT
 DI0698
 DI0698                          STATION DESCRIPTION
 DI0698
 DI0698'DESCRIBED BY WOOLPERT CONSULTANTS 2006 (BJM)
 DI0698'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES, MISSOURI,
 DI0698'APPROXIMATELY 5.3 MI (8.53 KM)  EAST-SOUTHEAST OF THE CITY OF SAINT
 DI0698'PETERS, IN  THE FRONT LAWN OF THE RESIDENCE OF 1781  GRAYSTONE DRIVE.
 DI0698'OWNERSHIP--CITY  OF SAINT CHARLES, MISSOURI
 DI0698' 
 DI0698'TO REACH THE STATION FROM THE INTERSECTION OF ZUMBEHL ROAD AND BRIDGE
 DI0698'OVER  INTERSTATE HIGHWAY 70, GO SOUTH 0.85 MI (1.37 KM) ON ZUMBEHL
 DI0698'ROAD TO THE INTERSECTION OF  ZUMBEHL ROAD WITH GRAYSTONE DRIVE ON THE
 DI0698'RIGHT AND HAWKS NEST DRIVE ON THE LEFT,  TURN RIGHT AND GO SOUTHWEST
 DI0698'0.01 MI (0.02 KM) ON GRAYSTONE DRIVE TO THE STATION ON THE  RIGHT.
 DI0698' 
 DI0698'THE STATION IS A BRONZE CITY OF SAINT CHARLES SURVEY MARKER DISK
 DI0698'STAMPED --CSC 09 RESET--  SET INTO THE TOP OF A 12-INCH (30 CM)
 DI0698'DIAMETER 54 INCH (137 CM) DEEP CONCRETE MONUMENT SET  FLUSH WITH
 DI0698'GROUND.  THE STATION IS 31.9 FEET (9.7 METERS) NORTH OF A CURB INLET,
 DI0698'67.4 FEET  (20.5 METERS) WEST OF A  METAL POST FOR YIELD SIGN, 105.2
 DI0698'FEET (32.1 METERS)  WEST-NORTHWEST OF STEEL POST FOR TRAFFIC SIGNAL,
 DI0698'AND 30.6 FEET (9.3 METERS) NORTH OF  BACK OF GRAYSONTE DRIVE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7531 ***********************************************************************
 DF7531  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7531  DESIGNATION -  CSC 10
 DF7531  PID         -  DF7531
 DF7531  STATE/COUNTY-  MO/ST CHARLES
 DF7531  USGS QUAD   -  KAMPVILLE (1994)
 DF7531
 DF7531                         *CURRENT SURVEY CONTROL
 DF7531  ___________________________________________________________________
 DF7531* NAD 83(1997)-  38 46 44.45524(N)    090 32 37.60846(W)     ADJUSTED  
 DF7531* NAVD 88     -       169.02   (meters)     554.5    (feet)  GPS OBS   
 DF7531  ___________________________________________________________________
 DF7531  X           -     -47,252.201 (meters)                     COMP
 DF7531  Y           -  -4,978,612.226 (meters)                     COMP
 DF7531  Z           -   3,973,308.344 (meters)                     COMP
 DF7531  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DF7531  ELLIP HEIGHT-         137.61  (meters)          (08/29/03) GPS OBS
 DF7531  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DF7531
 DF7531  HORZ ORDER  -  FIRST
 DF7531  ELLP ORDER  -  FOURTH    CLASS I
 DF7531
 DF7531.The horizontal coordinates were established by GPS observations
 DF7531.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7531
 DF7531.The orthometric height was determined by GPS observations and a
 DF7531.high-resolution geoid model using precise GPS observation and
 DF7531.processing techniques.
 DF7531
 DF7531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7531
 DF7531.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7531
 DF7531.The ellipsoidal height was determined by GPS observations
 DF7531.and is referenced to NAD 83.
 DF7531
 DF7531.The geoid height was determined by GEOID03.
 DF7531
 DF7531;                    North         East     Units Scale Factor Converg.
 DF7531;SPC MO E     -   326,901.087   246,195.970   MT  0.99993351   -0 01 38.7
 DF7531;UTM  15      - 4,295,119.487   713,362.613   MT  1.00016061   +1 32 20.2
 DF7531
 DF7531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7531!SPC MO E     -   0.99997841  x   0.99993351  =   0.99991192
 DF7531!UTM  15      -   0.99997841  x   1.00016061  =   1.00013902
 DF7531
 DF7531                          SUPERSEDED SURVEY CONTROL
 DF7531
 DF7531.No superseded survey control is available for this station.
 DF7531
 DF7531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1336395119(NAD 83)
 DF7531_MARKER: DD = SURVEY DISK
 DF7531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7531_STAMPING: CSC 10 2003
 DF7531_PROJECTION: FLUSH
 DF7531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7531+STABILITY: SURFACE MOTION
 DF7531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7531+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 DF7531
 DF7531  HISTORY     - Date     Condition        Report By
 DF7531  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7531  HISTORY     - 20060405 GOOD             WOOLPT
 DF7531
 DF7531                          STATION DESCRIPTION
 DF7531
 DF7531'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7531'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 4.4
 DF7531'MI EAST-SOUTHEAST
 DF7531'OF THE CITY OF SAINT PETERS IN THE TREE LAWN ACROSS THE STREET FROM
 DF7531'2711 COUNTRY CLUB
 DF7531'ROAD BETWEEN SUNNYDAYS COURT AND SUNDOWNER DRIVE. OWNERSHIP-CITY OF
 DF7531'SAINT CHARLES.
 DF7531' 
 DF7531'TO REACH THE STATION FROM THE JUNCTION OF THE MUEGGE ROAD BRIDGE OVER
 DF7531'I-70, GO SOUTH
 DF7531'AND SOUTHEAST 1.45 MI ON MUEGGE ROAD TO THE INTERSECTION OF MUEGGE
 DF7531'ROAD WITH TREE
 DF7531'TOP DRIVE, TURN LEFT AND GO NORTHEAST 0.54 MI ON TREE TOP DRIVE TO THE
 DF7531'INTERSECTION OF TREE TOP DRIVE AND COUNTRY CLUB ROAD, TURN RIGHT AND
 DF7531'GO
 DF7531'SOUTHEAST 0.18 MI ON COUNTRY CLUB ROAD TO THE STATION ON THE LEFT. THE
 DF7531'STATION IS A
 DF7531'BRONZE CITY OF ST. CHARLES SURVEY MARKER DISK STAMPED --CSC 10 2003--
 DF7531'SET INTO THE TOP OF
 DF7531'A 12-INCH DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND SET FLUSH WITH
 DF7531'THE GROUND.
 DF7531' 
 DF7531'THE STATION IS 19.5 FEET NORTHEAST OF THE CENTERLINE OF COUNTRY CLUB
 DF7531'ROAD, 44.0 FEET
 DF7531'NORTH-NORTHWEST OF THE CENTERLINE OF THE MANHOLE COVER OF A CURB
 DF7531'INLET, 6.6 FEET
 DF7531'SOUTHWEST OF THE SOUTHWEST CORNER OF A RETAINING WALL, AND 2.5 FEET
 DF7531'SOUTHWEST OF THE
 DF7531'BACK OF SIDEWALK.
 DF7531' 
 DF7531' 
 DF7531' 
 DF7531' 
 DF7531' 
 DF7531' 
 DF7531' 
 DF7531' 
 DF7531' 
 DF7531' 
 DF7531' 
 DF7531' 
 DF7531'
 DF7531
 DF7531                          STATION RECOVERY (2006)
 DF7531
 DF7531'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BJM)
 DF7531'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7521 ***********************************************************************
 DF7521  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7521  DESIGNATION -  CSC 11
 DF7521  PID         -  DF7521
 DF7521  STATE/COUNTY-  MO/ST CHARLES
 DF7521  USGS QUAD   -  KAMPVILLE (1994)
 DF7521
 DF7521                         *CURRENT SURVEY CONTROL
 DF7521  ___________________________________________________________________
 DF7521* NAD 83(1997)-  38 46 47.52254(N)    090 33 51.90206(W)     ADJUSTED  
 DF7521* NAVD 88     -       174.60   (meters)     572.8    (feet)  GPS OBS   
 DF7521  ___________________________________________________________________
 DF7521  X           -     -49,044.881 (meters)                     COMP
 DF7521  Y           -  -4,978,539.979 (meters)                     COMP
 DF7521  Z           -   3,973,385.563 (meters)                     COMP
 DF7521  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 DF7521  ELLIP HEIGHT-         143.17  (meters)          (08/29/03) GPS OBS
 DF7521  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DF7521
 DF7521  HORZ ORDER  -  FIRST
 DF7521  ELLP ORDER  -  THIRD     CLASS II
 DF7521
 DF7521.The horizontal coordinates were established by GPS observations
 DF7521.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7521
 DF7521.The orthometric height was determined by GPS observations and a
 DF7521.high-resolution geoid model using precise GPS observation and
 DF7521.processing techniques.
 DF7521
 DF7521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7521
 DF7521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7521
 DF7521.The ellipsoidal height was determined by GPS observations
 DF7521.and is referenced to NAD 83.
 DF7521
 DF7521.The geoid height was determined by GEOID03.
 DF7521
 DF7521;                    North         East     Units Scale Factor Converg.
 DF7521;SPC MO E     -   326,996.726   244,402.890   MT  0.99993372   -0 02 25.2
 DF7521;UTM  15      - 4,295,166.086   711,567.189   MT  1.00015122   +1 31 33.8
 DF7521
 DF7521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7521!SPC MO E     -   0.99997754  x   0.99993372  =   0.99991126
 DF7521!UTM  15      -   0.99997754  x   1.00015122  =   1.00012875
 DF7521
 DF7521                          SUPERSEDED SURVEY CONTROL
 DF7521
 DF7521.No superseded survey control is available for this station.
 DF7521
 DF7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1156795166(NAD 83)
 DF7521_MARKER: DD = SURVEY DISK
 DF7521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7521_STAMPING: CSC 11 2003
 DF7521_PROJECTION: FLUSH
 DF7521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7521+STABILITY: SURFACE MOTION
 DF7521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7521+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7521
 DF7521  HISTORY     - Date     Condition        Report By
 DF7521  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7521
 DF7521                          STATION DESCRIPTION
 DF7521
 DF7521'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7521'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 3.3
 DF7521'MI EAST-SOUTHEAST
 DF7521'OF THE CITY OF SAINT PETERS AT THE CITY OF SAINT CHARLES ELEVATED
 DF7521'WATER STORAGE TANK AT
 DF7521'THE END OF ABBYDALE DRIVE. OWNERSHIP-CITY OF SAINT CHARLES.
 DF7521' 
 DF7521'TO REACH THE STATION FROM THE JUNCTION OF THE MUEGGE ROAD BRIDGE OVER
 DF7521'I-70, EXIT 225, GO
 DF7521'SOUTH 0.2 MI ON MUEGGE ROAD TO THE INTERSECTION OF MUEGGE ROAD WITH
 DF7521'MEXICON ROAD,
 DF7521'CONTINUE SOUTH AND SOUTHEAST 0.5 MI ON MUEGGE ROAD TO THE INTERSECTION
 DF7521'OF MUEGGE
 DF7521'ROAD AND ABBYDALE DRIVE, TURN RIGHT AND GO SOUTHEAST, SOUTH, AND WEST
 DF7521'0.4 MI ON
 DF7521'ABBYDALE DRIVE TO THE INTERSECTION OF ABBYDALE DRIVE WITH WHETSTONE
 DF7521'DRIVE AND AN
 DF7521'ACCESS DRIVE TO THE ELEVATED WATER STORAGE TANK, CONTINUE WEST ON THE
 DF7521'ACCESS DRIVE
 DF7521'TO THE GATE AND THE  STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF7521'CITY OF ST. CHARLES
 DF7521'SURVEY MARKER DISK STAMPED --CSC 11 2003-- SET INTO THE TOP OF A
 DF7521'12-INCH DIAMETER 54 INCH
 DF7521'DEEP CONCRETE MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7521' 
 DF7521'THE STATION IS 18.3 FEET NORTH OF THE CENTERLINE OF THE ACCESS DRIVE,
 DF7521'116.8 FEET
 DF7521'NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE--2601 ABBYDALE DRIVE,
 DF7521'38.3 FEET
 DF7521'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE--2601 ABBYDALE DRIVE, AND
 DF7521'18.6
 DF7521'SOUTHWEST OF THE WEST END OF A FENCE.
 DF7521' 
 DF7521' 
 DF7521' 
 DF7521' 
 DF7521' 
 DF7521' 
 DF7521' 
 DF7521' 
 DF7521' 
 DF7521' 
 DF7521' 
 DF7521' 
 DF7521' 
 DF7521'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7532 ***********************************************************************
 DF7532  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7532  DESIGNATION -  CSC 12
 DF7532  PID         -  DF7532
 DF7532  STATE/COUNTY-  MO/ST CHARLES
 DF7532  USGS QUAD   -  KAMPVILLE (1994)
 DF7532
 DF7532                         *CURRENT SURVEY CONTROL
 DF7532  ___________________________________________________________________
 DF7532* NAD 83(1997)-  38 47 35.89819(N)    090 32 03.51428(W)     ADJUSTED  
 DF7532* NAVD 88     -       161.51   (meters)     529.9    (feet)  GPS OBS   
 DF7532  ___________________________________________________________________
 DF7532  X           -     -46,419.948 (meters)                     COMP
 DF7532  Y           -  -4,977,620.410 (meters)                     COMP
 DF7532  Z           -   3,974,540.161 (meters)                     COMP
 DF7532  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DF7532  ELLIP HEIGHT-         130.06  (meters)          (08/29/03) GPS OBS
 DF7532  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DF7532
 DF7532  HORZ ORDER  -  FIRST
 DF7532  ELLP ORDER  -  FOURTH    CLASS I
 DF7532
 DF7532.The horizontal coordinates were established by GPS observations
 DF7532.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7532
 DF7532.The orthometric height was determined by GPS observations and a
 DF7532.high-resolution geoid model using precise GPS observation and
 DF7532.processing techniques.
 DF7532
 DF7532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7532
 DF7532.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7532
 DF7532.The ellipsoidal height was determined by GPS observations
 DF7532.and is referenced to NAD 83.
 DF7532
 DF7532.The geoid height was determined by GEOID03.
 DF7532
 DF7532;                    North         East     Units Scale Factor Converg.
 DF7532;SPC MO E     -   328,486.951   247,019.460   MT  0.99993344   -0 01 17.4
 DF7532;UTM  15      - 4,296,727.640   714,142.618   MT  1.00016472   +1 32 43.3
 DF7532
 DF7532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7532!SPC MO E     -   0.99997959  x   0.99993344  =   0.99991304
 DF7532!UTM  15      -   0.99997959  x   1.00016472  =   1.00014431
 DF7532
 DF7532:                Primary Azimuth Mark                     Grid Az
 DF7532:SPC MO E     -  CSC 19                                   354 04 08.9
 DF7532:UTM  15      -  CSC 19                                   352 30 08.2
 DF7532
 DF7532|---------------------------------------------------------------------|
 DF7532| PID    Reference Object                     Distance      Geod. Az  |
 DF7532|                                                           dddmmss.s |
 DF7532| DF7538 CSC 19                              APPROX. 1.3 KM 3540251.5 |
 DF7532|---------------------------------------------------------------------|
 DF7532
 DF7532                          SUPERSEDED SURVEY CONTROL
 DF7532
 DF7532.No superseded survey control is available for this station.
 DF7532
 DF7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1414396728(NAD 83)
 DF7532_MARKER: DD = SURVEY DISK
 DF7532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7532_STAMPING: CSC 12 2003
 DF7532_PROJECTION: FLUSH
 DF7532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7532+STABILITY: SURFACE MOTION
 DF7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7532+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 DF7532
 DF7532  HISTORY     - Date     Condition        Report By
 DF7532  HISTORY     - 20030215 MONUMENTED       WOOLPT
 DF7532
 DF7532                          STATION DESCRIPTION
 DF7532
 DF7532'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7532'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES AND APPROXIMATELY
 DF7532'4.9 MI EAST OF THE
 DF7532'CITY OF SAINT PETERS, ON THE SOUTH SIDE OF THE LOUIS AND CLARK
 DF7532'TECHNICAL SCHOOL.
 DF7532'OWNERSHIP-CITY OF SAINT CHARLES PUBLIC SCHOOL SYSTEM.
 DF7532' 
 DF7532'TO REACH THE STATION FROM THE JUNCTION OF THE ZUMBEHL ROAD BRIDGE OVER
 DF7532'I-70, EXIT
 DF7532'227, GO NORTH 0.45 MI ON ZUMBEHL ROAD TO THE STATION AND TECHNICAL
 DF7532'SCHOOL ON THE RIGHT.
 DF7532'THE STATION IS A BRONZE CITY OF ST. CHARLES SURVEY MARKER DISK STAMPED
 DF7532'--CSC 12 2003-- SET
 DF7532'INTO THE TOP OF A 12-INCH DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND
 DF7532'SET FLUSH WITH
 DF7532'THE GROUND.
 DF7532' 
 DF7532'THE STATION IS 22.0 FEET NORTH OF THE CENTERLINE OF ZUMBEHL ROAD,
 DF7532'178.1 FEET
 DF7532'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF TECHNICAL SCHOOL, 19.4 FEET
 DF7532'EAST OF UTILITY
 DF7532'POLE --S 2196--, 7.9 FEET WEST OF A FIRE HYDRANT, AND 3.9 FEET NORTH
 DF7532'OF THE BACK-OF-CURB OF
 DF7532'ZUMBEHL ROAD.
 DF7532' 
 DF7532' 
 DF7532' 
 DF7532' 
 DF7532'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7522 ***********************************************************************
 DF7522  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7522  DESIGNATION -  CSC 13
 DF7522  PID         -  DF7522
 DF7522  STATE/COUNTY-  MO/ST CHARLES
 DF7522  USGS QUAD   -  KAMPVILLE (1994)
 DF7522
 DF7522                         *CURRENT SURVEY CONTROL
 DF7522  ___________________________________________________________________
 DF7522* NAD 83(1997)-  38 47 51.01469(N)    090 30 56.64464(W)     ADJUSTED  
 DF7522* NAVD 88     -       163.23   (meters)     535.5    (feet)  GPS OBS   
 DF7522  ___________________________________________________________________
 DF7522  X           -     -44,803.618 (meters)                     COMP
 DF7522  Y           -  -4,977,344.495 (meters)                     COMP
 DF7522  Z           -   3,974,904.557 (meters)                     COMP
 DF7522  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DF7522  ELLIP HEIGHT-         131.79  (meters)          (08/29/03) GPS OBS
 DF7522  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DF7522
 DF7522  HORZ ORDER  -  FIRST
 DF7522  ELLP ORDER  -  THIRD     CLASS II
 DF7522
 DF7522.The horizontal coordinates were established by GPS observations
 DF7522.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7522
 DF7522.The orthometric height was determined by GPS observations and a
 DF7522.high-resolution geoid model using precise GPS observation and
 DF7522.processing techniques.
 DF7522
 DF7522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7522
 DF7522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7522
 DF7522.The ellipsoidal height was determined by GPS observations
 DF7522.and is referenced to NAD 83.
 DF7522
 DF7522.The geoid height was determined by GEOID03.
 DF7522
 DF7522;                    North         East     Units Scale Factor Converg.
 DF7522;SPC MO E     -   328,952.619   248,633.181   MT  0.99993336   -0 00 35.5
 DF7522;UTM  15      - 4,297,237.381   715,743.378   MT  1.00017319   +1 33 25.8
 DF7522
 DF7522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7522!SPC MO E     -   0.99997932  x   0.99993336  =   0.99991268
 DF7522!UTM  15      -   0.99997932  x   1.00017319  =   1.00015251
 DF7522
 DF7522:                Primary Azimuth Mark                     Grid Az
 DF7522:SPC MO E     -  CSC 14                                   097 03 55.0
 DF7522:UTM  15      -  CSC 14                                   095 29 53.7
 DF7522
 DF7522|---------------------------------------------------------------------|
 DF7522| PID    Reference Object                     Distance      Geod. Az  |
 DF7522|                                                           dddmmss.s |
 DF7522| DF7533 CSC 14                              APPROX. 1.4 KM 0970319.5 |
 DF7522|---------------------------------------------------------------------|
 DF7522
 DF7522                          SUPERSEDED SURVEY CONTROL
 DF7522
 DF7522.No superseded survey control is available for this station.
 DF7522
 DF7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1574397237(NAD 83)
 DF7522_MARKER: DD = SURVEY DISK
 DF7522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7522_STAMPING: CSC 13 2003
 DF7522_PROJECTION: FLUSH
 DF7522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7522+STABILITY: SURFACE MOTION
 DF7522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7522+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 DF7522
 DF7522  HISTORY     - Date     Condition        Report By
 DF7522  HISTORY     - 20030215 MONUMENTED       WOOLPT
 DF7522  HISTORY     - 20060214 GOOD             USPSQD
 DF7522
 DF7522                          STATION DESCRIPTION
 DF7522
 DF7522'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7522'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES AND APPROXIMATELY
 DF7522'5.9 MI EAST OF THE
 DF7522'CITY OF SAINT PETERS. ON THE SOUTH SIDE OF THE GEORGE M. NULL
 DF7522'ELEMENTARY SCHOOL.
 DF7522'OWNERSHIP-CITY OF SAINT CHARLES PUBLIC SCHOOL SYSTEM.
 DF7522' 
 DF7522'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 WITH ZUMBEHL
 DF7522'ROAD BRIDGE, EXIT
 DF7522'227, GO NORTH 1.20 MI ON ZUMBEHL ROAD TO THE INTERSECTION OF ZUMBEHL
 DF7522'ROAD WITH DROSTE
 DF7522'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST 1.05 MI ON DROSTE ROAD
 DF7522'TO THE
 DF7522'INTERSECTION OF DROSTE ROAD AND NORWICH DRIVE, TURN LEFT AND GO
 DF7522'NORTHEAST 0.4 MI
 DF7522'ON NORWICH DRIVE TO THE INTERSECTION OF NORWICH DRIVE AND YALE
 DF7522'BOULEVARD, TURN LEFT
 DF7522'AND GO NORTH APPROXIMATELY 200 FEET ON YALE BOULEVARD TO THE ENTRANCE
 DF7522'TO ELEMENTARY
 DF7522'SCHOOL ON THE LEFT, TURN LEFT AND GO NORTHWEST 0.10 MI ON SCHOOL DRIVE
 DF7522'TO THE
 DF7522'BEGINNING OF CIRCLE DRIVE AND THE STATION ON THE LEFT. THE STATION IS
 DF7522'A BRONZE CITY OF ST.
 DF7522'CHARLES SURVEY MARKER DISK STAMPED --CSC 13 2003-- SET INTO THE TOP OF
 DF7522'A 12-INCH DIAMETER
 DF7522'54 INCH DEEP CONCRETE MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7522' 
 DF7522'THE STATION IS 6.3 FEET EAST OF THE EAST EDGE OF SIDE WALK, 59.1 FEET
 DF7522'SOUTH A OF A FIRE
 DF7522'HYDRANT, 10.7 FEET NORTHWEST OF A LIGHT POLE, AND 7.8 FEET SOUTH OF
 DF7522'THE ASPHALT
 DF7522'BACK-OF-CURB OF SCHOOL DRIVE.
 DF7522' 
 DF7522' 
 DF7522' 
 DF7522'
 DF7522
 DF7522                          STATION RECOVERY (2006)
 DF7522
 DF7522'RECOVERY NOTE BY US POWER SQUADRON 2006 (EPB)
 DF7522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7533 ***********************************************************************
 DF7533  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7533  DESIGNATION -  CSC 14
 DF7533  PID         -  DF7533
 DF7533  STATE/COUNTY-  MO/ST CHARLES
 DF7533  USGS QUAD   -  KAMPVILLE (1994)
 DF7533
 DF7533                         *CURRENT SURVEY CONTROL
 DF7533  ___________________________________________________________________
 DF7533* NAD 83(1997)-  38 47 45.50028(N)    090 29 59.75049(W)     ADJUSTED  
 DF7533* NAVD 88     -       159.92   (meters)     524.7    (feet)  GPS OBS   
 DF7533  ___________________________________________________________________
 DF7533  X           -     -43,431.619 (meters)                     COMP
 DF7533  Y           -  -4,977,460.626 (meters)                     COMP
 DF7533  Z           -   3,974,769.951 (meters)                     COMP
 DF7533  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DF7533  ELLIP HEIGHT-         128.48  (meters)          (08/29/03) GPS OBS
 DF7533  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DF7533
 DF7533  HORZ ORDER  -  FIRST
 DF7533  ELLP ORDER  -  FOURTH    CLASS I
 DF7533
 DF7533.The horizontal coordinates were established by GPS observations
 DF7533.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7533
 DF7533.The orthometric height was determined by GPS observations and a
 DF7533.high-resolution geoid model using precise GPS observation and
 DF7533.processing techniques.
 DF7533
 DF7533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7533
 DF7533.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7533
 DF7533.The ellipsoidal height was determined by GPS observations
 DF7533.and is referenced to NAD 83.
 DF7533
 DF7533.The geoid height was determined by GEOID03.
 DF7533
 DF7533;                    North         East     Units Scale Factor Converg.
 DF7533;SPC MO E     -   328,782.467   250,006.021   MT  0.99993333   +0 00 00.2
 DF7533;UTM  15      - 4,297,104.802   717,120.693   MT  1.00018054   +1 34 01.3
 DF7533
 DF7533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7533!SPC MO E     -   0.99997984  x   0.99993333  =   0.99991317
 DF7533!UTM  15      -   0.99997984  x   1.00018054  =   1.00016038
 DF7533
 DF7533:                Primary Azimuth Mark                     Grid Az
 DF7533:SPC MO E     -  CSC 13                                   277 03 55.0
 DF7533:UTM  15      -  CSC 13                                   275 29 53.9
 DF7533
 DF7533|---------------------------------------------------------------------|
 DF7533| PID    Reference Object                     Distance      Geod. Az  |
 DF7533|                                                           dddmmss.s |
 DF7533| DF7522 CSC 13                              APPROX. 1.4 KM 2770355.2 |
 DF7533|---------------------------------------------------------------------|
 DF7533
 DF7533                          SUPERSEDED SURVEY CONTROL
 DF7533
 DF7533.No superseded survey control is available for this station.
 DF7533
 DF7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1712197105(NAD 83)
 DF7533_MARKER: DD = SURVEY DISK
 DF7533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7533_STAMPING: CSC 14 2003
 DF7533_PROJECTION: FLUSH
 DF7533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7533+STABILITY: SURFACE MOTION
 DF7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7533+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 DF7533
 DF7533  HISTORY     - Date     Condition        Report By
 DF7533  HISTORY     - 20030215 MONUMENTED       WOOLPT
 DF7533  HISTORY     - 20060214 GOOD             USPSQD
 DF7533
 DF7533                          STATION DESCRIPTION
 DF7533
 DF7533'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7533'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES AND APPROXIMATELY
 DF7533'6.7 MI EAST OF THE
 DF7533'CITY OF SAINT PETERS. NEAR THE NORTHWEST CORNER OF TENNIS COURT AT THE
 DF7533'DUCHESNE HIGH
 DF7533'SCHOOL. OWNERSHIP-CITY OF SAINT CHARLES PUBLIC SCHOOL SYSTEM.
 DF7533' 
 DF7533'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 WITH ZUMBEHL
 DF7533'ROAD BRIDGE, EXIT
 DF7533'227, GO NORTH 0.10 MI ON ZUMBEHL ROAD TO THE INTERSECTION OF ZUMBEHL
 DF7533'ROAD WITH CLAY
 DF7533'STREET, TURN RIGHT AND GO SOUTHEAST 0.7 MI ON CLAY STREET TO THE
 DF7533'INTERSECTION OF CLAY
 DF7533'STREET WITH DUCHESNE DRIVE ON THE LEFT, TURN LEFT AND GO NORTH THEN
 DF7533'NORTHEAST 1.3 MI
 DF7533'ON DUCHESNE DRIVE TO THE INTERSECTION OF DUCHESNE DRIVE AND ELM
 DF7533'STREET, CONTINUE
 DF7533'NORTHEAST 0.05 MI ON DUCHESNE DRIVE TO THE STATION ON THE RIGHT. THE
 DF7533'STATION IS A BRONZE
 DF7533'CITY OF ST. CHARLES SURVEY MARKER DISK STAMPED --CSC 14 2003-- SET
 DF7533'INTO THE TOP OF A 12-INCH
 DF7533'DIAMETER 54 INCH DEEP CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND
 DF7533'APPROXIMATELY 10 FEET ABOVE ELM STREET.
 DF7533' 
 DF7533'THE STATION IS 115.2 FEET NORTHWEST OF A UTILITY POLE, 85.6 FEET NORTH
 DF7533'OF A UTILITY POLE,
 DF7533'51.2 FEET NORTH OF A MANHOLE COVER, 30.4 FEET NORTH OF A MANHOLE
 DF7533'COVER, AND 17.8 FEET
 DF7533'SOUTHEAST OF A FIRE HYDRANT.
 DF7533' 
 DF7533'
 DF7533
 DF7533                          STATION RECOVERY (2006)
 DF7533
 DF7533'RECOVERY NOTE BY US POWER SQUADRON 2006 (EPB)
 DF7533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7534 ***********************************************************************
 DF7534  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7534  DESIGNATION -  CSC 15
 DF7534  PID         -  DF7534
 DF7534  STATE/COUNTY-  MO/ST CHARLES
 DF7534  USGS QUAD   -  ST CHARLES (1994)
 DF7534
 DF7534                         *CURRENT SURVEY CONTROL
 DF7534  ___________________________________________________________________
 DF7534* NAD 83(1997)-  38 47 36.66920(N)    090 28 29.88813(W)     ADJUSTED  
 DF7534* NAVD 88     -       137.95   (meters)     452.6    (feet)  GPS OBS   
 DF7534  ___________________________________________________________________
 DF7534  X           -     -41,264.382 (meters)                     COMP
 DF7534  Y           -  -4,977,632.575 (meters)                     COMP
 DF7534  Z           -   3,974,543.944 (meters)                     COMP
 DF7534  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DF7534  ELLIP HEIGHT-         106.52  (meters)          (08/29/03) GPS OBS
 DF7534  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DF7534
 DF7534  HORZ ORDER  -  FIRST
 DF7534  ELLP ORDER  -  FOURTH    CLASS I
 DF7534
 DF7534.The horizontal coordinates were established by GPS observations
 DF7534.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7534
 DF7534.The orthometric height was determined by GPS observations and a
 DF7534.high-resolution geoid model using precise GPS observation and
 DF7534.processing techniques.
 DF7534
 DF7534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7534
 DF7534.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7534
 DF7534.The ellipsoidal height was determined by GPS observations
 DF7534.and is referenced to NAD 83.
 DF7534
 DF7534.The geoid height was determined by GEOID03.
 DF7534
 DF7534;                    North         East     Units Scale Factor Converg.
 DF7534;SPC MO E     -   328,510.463   252,174.495   MT  0.99993339   +0 00 56.5
 DF7534;UTM  15      - 4,296,892.143   719,296.345   MT  1.00019223   +1 34 57.4
 DF7534
 DF7534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7534!SPC MO E     -   0.99998329  x   0.99993339  =   0.99991668
 DF7534!UTM  15      -   0.99998329  x   1.00019223  =   1.00017551
 DF7534
 DF7534:                Primary Azimuth Mark                     Grid Az
 DF7534:SPC MO E     -  CSC 16                                   359 13 40.9
 DF7534:UTM  15      -  CSC 16                                   357 39 40.0
 DF7534
 DF7534|---------------------------------------------------------------------|
 DF7534| PID    Reference Object                     Distance      Geod. Az  |
 DF7534|                                                           dddmmss.s |
 DF7534| DF7535 CSC 16                              APPROX. 1.6 KM 3591437.4 |
 DF7534|---------------------------------------------------------------------|
 DF7534
 DF7534                          SUPERSEDED SURVEY CONTROL
 DF7534
 DF7534.No superseded survey control is available for this station.
 DF7534
 DF7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1929696892(NAD 83)
 DF7534_MARKER: DD = SURVEY DISK
 DF7534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7534_STAMPING: CSC 15 2003
 DF7534_PROJECTION: FLUSH
 DF7534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7534+STABILITY: SURFACE MOTION
 DF7534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7534+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 DF7534
 DF7534  HISTORY     - Date     Condition        Report By
 DF7534  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7534  HISTORY     - 20060214 GOOD             USPSQD
 DF7534
 DF7534                          STATION DESCRIPTION
 DF7534
 DF7534'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7534'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 8.1
 DF7534'MI EAST-NORTHEAST
 DF7534'OF THE CITY OF SAINT PETERS AND BETWEEN KATY TRAIL AND THE PARKING LOT
 DF7534'FOR BLANCHETTE
 DF7534'LANDING RIVER ACCESS. OWNERSHIP-MISSOURI CONSERVATION DEPARTMENT.
 DF7534' 
 DF7534'TO REACH THE STATION FROM THE JUNCTION OF I-70 AND SR-94--FIRST
 DF7534'CAPITOL DRIVE-- GO
 DF7534'NORTHEAST 1.0 MI ON SR-94 TO THE INTERSECTION OF SR-94 WITH
 DF7534'KINGSHIGHWAY AND FIRST
 DF7534'CAPITOL DRIVE, TURN RIGHT AND GO SOUTHEAST 1.0 MI ON FIRST CAPITOL
 DF7534'DRIVE TO THE
 DF7534'INTERSECTION OF FIRST CAPITOL DRIVE AND SECOND STREET, TURN LEFT AND
 DF7534'GO NORTHEAST 1.0
 DF7534'MI ON SECOND STREET TO THE INTERSECTION OF SECOND STREET WITH OLIVE
 DF7534'STREET, TURN RIGHT
 DF7534'AND GO SOUTHEAST 0.1 MI ON OLIVE STREET TO KATY TRAIL AND THE STATION
 DF7534'ON THE LEFT. THE
 DF7534'STATION IS A BRONZE CITY OF ST. CHARLES SURVEY MARKER DISK STAMPED
 DF7534'--CSC 15 2003-- SET INTO
 DF7534'THE TOP OF A 12-INCH DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND SET
 DF7534'FLUSH WITH THE
 DF7534'GROUND.
 DF7534' 
 DF7534'THE STATION IS 32.9 FEET NORTH OF THE CENTERLINE OF OLIVE STREET, 17
 DF7534'FEET SOUTHWEST OF
 DF7534'THE BLANCHETTE LANDING SIGN, 10.8 FEET EAST OF THE CENTERLINE OF KATY
 DF7534'TRAIL, AND 8.5 FEET
 DF7534'NORTHEAST OF THE PARK RULES SIGN.
 DF7534' 
 DF7534' 
 DF7534' 
 DF7534' 
 DF7534' 
 DF7534' 
 DF7534' 
 DF7534' 
 DF7534' 
 DF7534' 
 DF7534' 
 DF7534' 
 DF7534' 
 DF7534' 
 DF7534'
 DF7534
 DF7534                          STATION RECOVERY (2006)
 DF7534
 DF7534'RECOVERY NOTE BY US POWER SQUADRON 2006 (EPB)
 DF7534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7535 ***********************************************************************
 DF7535  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7535  DESIGNATION -  CSC 16
 DF7535  PID         -  DF7535
 DF7535  STATE/COUNTY-  MO/ST CHARLES
 DF7535  USGS QUAD   -  ST CHARLES (1994)
 DF7535
 DF7535                         *CURRENT SURVEY CONTROL
 DF7535  ___________________________________________________________________
 DF7535* NAD 83(1997)-  38 48 27.19998(N)    090 28 30.74061(W)     ADJUSTED  
 DF7535* NAVD 88     -       136.16   (meters)     446.7    (feet)  GPS OBS   
 DF7535  ___________________________________________________________________
 DF7535  X           -     -41,276.845 (meters)                     COMP
 DF7535  Y           -  -4,976,654.628 (meters)                     COMP
 DF7535  Z           -   3,975,757.182 (meters)                     COMP
 DF7535  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DF7535  ELLIP HEIGHT-         104.71  (meters)          (08/29/03) GPS OBS
 DF7535  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DF7535
 DF7535  HORZ ORDER  -  FIRST
 DF7535  ELLP ORDER  -  FOURTH    CLASS I
 DF7535
 DF7535.The horizontal coordinates were established by GPS observations
 DF7535.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7535
 DF7535.The orthometric height was determined by GPS observations and a
 DF7535.high-resolution geoid model using precise GPS observation and
 DF7535.processing techniques.
 DF7535
 DF7535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7535
 DF7535.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7535
 DF7535.The ellipsoidal height was determined by GPS observations
 DF7535.and is referenced to NAD 83.
 DF7535
 DF7535.The geoid height was determined by GEOID03.
 DF7535
 DF7535;                    North         East     Units Scale Factor Converg.
 DF7535;SPC MO E     -   330,068.550   252,153.501   MT  0.99993339   +0 00 55.9
 DF7535;UTM  15      - 4,298,449.476   719,232.731   MT  1.00019189   +1 34 58.6
 DF7535
 DF7535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7535!SPC MO E     -   0.99998357  x   0.99993339  =   0.99991696
 DF7535!UTM  15      -   0.99998357  x   1.00019189  =   1.00017546
 DF7535
 DF7535:                Primary Azimuth Mark                     Grid Az
 DF7535:SPC MO E     -  CSC 15                                   179 13 41.0
 DF7535:UTM  15      -  CSC 15                                   177 39 38.3
 DF7535
 DF7535|---------------------------------------------------------------------|
 DF7535| PID    Reference Object                     Distance      Geod. Az  |
 DF7535|                                                           dddmmss.s |
 DF7535| DF7534 CSC 15                              APPROX. 1.6 KM 1791436.9 |
 DF7535|---------------------------------------------------------------------|
 DF7535
 DF7535                          SUPERSEDED SURVEY CONTROL
 DF7535
 DF7535.No superseded survey control is available for this station.
 DF7535
 DF7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1923398449(NAD 83)
 DF7535_MARKER: DD = SURVEY DISK
 DF7535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7535_STAMPING: CSC 16 2003
 DF7535_PROJECTION: FLUSH
 DF7535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7535+STABILITY: SURFACE MOTION
 DF7535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7535+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 DF7535
 DF7535  HISTORY     - Date     Condition        Report By
 DF7535  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7535  HISTORY     - 20060214 GOOD             USPSQD
 DF7535
 DF7535                          STATION DESCRIPTION
 DF7535
 DF7535'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7535'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 8.2
 DF7535'MI EAST-NORTHEAST
 DF7535'OF THE CITY OF SAINT PETERS IN THE NORTHWEST QUADRANT OF SR-94 AND
 DF7535'LITTLE HILLS
 DF7535'EXPRESSWAY. OWNERSHIP-CITY OF SAINT CHARLES.
 DF7535' 
 DF7535'TO REACH THE STATION FROM THE JUNCTION OF SR-370 AND SR-94--THIRD
 DF7535'STREET-- GO NORTH 0.25
 DF7535'MI ON SR-94 TO THE INTERSECTION OF SR-94 WITH LITTLE HILLS EXPRESSWAY
 DF7535'AND THE STATION IN
 DF7535'THE NORTHWEST QUADRANT OF THE INTERSECTION. THE STATION IS A BRONZE
 DF7535'CITY OF ST.
 DF7535'CHARLES SURVEY MARKER DISK STAMPED --CSC 16 2003-- SET INTO THE TOP OF
 DF7535'A 12-INCH DIAMETER
 DF7535'54 INCH DEEP CONCRETE MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7535' 
 DF7535'THE STATION IS 40.0 FEET NORTH OF THE NORTH EDGE OF PAVEMENT OF LITTLE
 DF7535'HILLS EXPRESSWAY,
 DF7535'92.2 FEET SOUTHEAST OF A POWER POLE, 38.7 FEET SOUTHWEST OF A LIGHT
 DF7535'POLE, AND 28.4 FEET
 DF7535'SOUTH OF A POWER POLE.
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535' 
 DF7535'
 DF7535
 DF7535                          STATION RECOVERY (2006)
 DF7535
 DF7535'RECOVERY NOTE BY US POWER SQUADRON 2006 (RB)
 DF7535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7536 ***********************************************************************
 DF7536  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7536  DESIGNATION -  CSC 17
 DF7536  PID         -  DF7536
 DF7536  STATE/COUNTY-  MO/ST CHARLES
 DF7536  USGS QUAD   -  ST CHARLES (1994)
 DF7536
 DF7536                         *CURRENT SURVEY CONTROL
 DF7536  ___________________________________________________________________
 DF7536* NAD 83(1997)-  38 48 26.89105(N)    090 29 42.01477(W)     ADJUSTED  
 DF7536* NAVD 88     -       156.46   (meters)     513.3    (feet)  GPS OBS   
 DF7536  ___________________________________________________________________
 DF7536  X           -     -42,996.698 (meters)                     COMP
 DF7536  Y           -  -4,976,661.849 (meters)                     COMP
 DF7536  Z           -   3,975,762.474 (meters)                     COMP
 DF7536  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DF7536  ELLIP HEIGHT-         125.00  (meters)          (08/29/03) GPS OBS
 DF7536  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DF7536
 DF7536  HORZ ORDER  -  FIRST
 DF7536  ELLP ORDER  -  FOURTH    CLASS I
 DF7536
 DF7536.The horizontal coordinates were established by GPS observations
 DF7536.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7536
 DF7536.The orthometric height was determined by GPS observations and a
 DF7536.high-resolution geoid model using precise GPS observation and
 DF7536.processing techniques.
 DF7536
 DF7536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7536
 DF7536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7536
 DF7536.The ellipsoidal height was determined by GPS observations
 DF7536.and is referenced to NAD 83.
 DF7536
 DF7536.The geoid height was determined by GEOID03.
 DF7536
 DF7536;                    North         East     Units Scale Factor Converg.
 DF7536;SPC MO E     -   330,058.744   250,433.918   MT  0.99993334   +0 00 11.3
 DF7536;UTM  15      - 4,298,392.624   717,513.623   MT  1.00018264   +1 34 13.8
 DF7536
 DF7536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7536!SPC MO E     -   0.99998039  x   0.99993334  =   0.99991373
 DF7536!UTM  15      -   0.99998039  x   1.00018264  =   1.00016302
 DF7536
 DF7536:                Primary Azimuth Mark                     Grid Az
 DF7536:SPC MO E     -  CSC 14                                   198 32 05.1
 DF7536:UTM  15      -  CSC 14                                   196 58 02.6
 DF7536
 DF7536|---------------------------------------------------------------------|
 DF7536| PID    Reference Object                     Distance      Geod. Az  |
 DF7536|                                                           dddmmss.s |
 DF7536| DF7533 CSC 14                              APPROX. 1.3 KM 1983216.4 |
 DF7536|---------------------------------------------------------------------|
 DF7536
 DF7536                          SUPERSEDED SURVEY CONTROL
 DF7536
 DF7536.No superseded survey control is available for this station.
 DF7536
 DF7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1751498393(NAD 83)
 DF7536_MARKER: DD = SURVEY DISK
 DF7536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7536_STAMPING: CSC 17 2003
 DF7536_PROJECTION: FLUSH
 DF7536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7536+STABILITY: SURFACE MOTION
 DF7536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7536+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 DF7536
 DF7536  HISTORY     - Date     Condition        Report By
 DF7536  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7536  HISTORY     - 20060214 GOOD             USPSQD
 DF7536
 DF7536                          STATION DESCRIPTION
 DF7536
 DF7536'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7536'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 8.2
 DF7536'MI EAST-NORTHEAST
 DF7536'OF THE CITY OF SAINT PETERS IN THE NORTHWEST QUADRANT OF SR-94 AND
 DF7536'LITTLE HILLS
 DF7536'EXPRESSWAY. OWNERSHIP-CITY OF SAINT CHARLES.
 DF7536' 
 DF7536'TO REACH THE STATION FROM THE JUNCTION OF I-70 AND SR-94--FIRST
 DF7536'CAPITOL DRIVE-- GO
 DF7536'NORTHEAST 1.40 MI ON SR-94 TO THE INTERSECTION OF SR-94 WITH ELM
 DF7536'STREET ON THE LEFT
 DF7536'AND MONROE STREET ON THE RIGHT, TURN LEFT AND GO NORTHWEST 0.90 MI ON
 DF7536'ELM STREET
 DF7536'TO THE INTERSECTION OF ELM STREET WITH ELMWOOD DRIVE ON THE RIGHT,
 DF7536'TURN RIGHT AND
 DF7536'GO NORTHEAST 0.5 MI ON ELMWOOD DRIVE TO THE INTERSECTION OF ELMWOOD
 DF7536'DRIVE AND
 DF7536'WESTMINSTER DRIVE, TURN LEFT AND GO NORTH 0.30 MI ON WESTMINSTER DRIVE
 DF7536'TO THE
 DF7536'INTERSECTION OF WESTMINSTER DRIVE AND WENDOVER LANE ON THE RIGHT, TURN
 DF7536'RIGHT AND
 DF7536'GO EAST 0.10 MI ON WENDOVER LANE TO THE INTERSECTION OF WENDOVER LANE
 DF7536'AND CHEROKEE
 DF7536'LANE, TURN LEFT AND GO NORTH 0.05 MI TO THE STATION ON THE RIGHT. THE
 DF7536'STATION IS A BRONZE
 DF7536'CITY OF ST. CHARLES SURVEY MARKER DISK STAMPED --CSC 17 2003-- SET
 DF7536'INTO THE TOP OF A 12-INCH
 DF7536'DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7536'THE STATION IS 24.9 FEET NORTHEAST OF THE CENTERLINE OF CHEROKEE LANE,
 DF7536'54.1 FEET
 DF7536'SOUTHEAST OF THE CENTERLINE OF LARKSPUR COURT, 43.0 FEET EAST OF A
 DF7536'LIGHT POLE, 33.5 FEET
 DF7536'WEST OF THE WEST CORNER OF HOUSE--1 LARKSPUR COURT, 5.9 FEET
 DF7536'SOUTH-SOUTHEAST OF THE
 DF7536'CENTER OF THE ACCESS COVER TO A CURB INLET, AND 2.6 FEET SOUTHWEST OF
 DF7536'THE SOUTHWEST
 DF7536'EDGE OF THE SIDEWALK.
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536' 
 DF7536'
 DF7536
 DF7536                          STATION RECOVERY (2006)
 DF7536
 DF7536'RECOVERY NOTE BY US POWER SQUADRON 2006 (EPB)
 DF7536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7537 ***********************************************************************
 DF7537  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7537  DESIGNATION -  CSC 18
 DF7537  PID         -  DF7537
 DF7537  STATE/COUNTY-  MO/ST CHARLES
 DF7537  USGS QUAD   -  KAMPVILLE (1994)
 DF7537
 DF7537                         *CURRENT SURVEY CONTROL
 DF7537  ___________________________________________________________________
 DF7537* NAD 83(1997)-  38 48 41.53930(N)    090 30 50.61283(W)     ADJUSTED  
 DF7537* NAVD 88     -       139.72   (meters)     458.4    (feet)  GPS OBS   
 DF7537  ___________________________________________________________________
 DF7537  X           -     -44,649.141 (meters)                     COMP
 DF7537  Y           -  -4,976,351.124 (meters)                     COMP
 DF7537  Z           -   3,976,103.959 (meters)                     COMP
 DF7537  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DF7537  ELLIP HEIGHT-         108.24  (meters)          (08/29/03) GPS OBS
 DF7537  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DF7537
 DF7537  HORZ ORDER  -  FIRST
 DF7537  ELLP ORDER  -  FOURTH    CLASS I
 DF7537
 DF7537.The horizontal coordinates were established by GPS observations
 DF7537.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7537
 DF7537.The orthometric height was determined by GPS observations and a
 DF7537.high-resolution geoid model using precise GPS observation and
 DF7537.processing techniques.
 DF7537
 DF7537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7537
 DF7537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7537
 DF7537.The ellipsoidal height was determined by GPS observations
 DF7537.and is referenced to NAD 83.
 DF7537
 DF7537.The geoid height was determined by GEOID03.
 DF7537
 DF7537;                    North         East     Units Scale Factor Converg.
 DF7537;SPC MO E     -   330,510.498   248,778.966   MT  0.99993335   -0 00 31.7
 DF7537;UTM  15      - 4,298,799.040   715,846.525   MT  1.00017374   +1 33 31.3
 DF7537
 DF7537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7537!SPC MO E     -   0.99998302  x   0.99993335  =   0.99991637
 DF7537!UTM  15      -   0.99998302  x   1.00017374  =   1.00015675
 DF7537
 DF7537                          SUPERSEDED SURVEY CONTROL
 DF7537
 DF7537.No superseded survey control is available for this station.
 DF7537
 DF7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1584798799(NAD 83)
 DF7537_MARKER: DD = SURVEY DISK
 DF7537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7537_STAMPING: CSC 18 2003
 DF7537_PROJECTION: FLUSH
 DF7537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7537+STABILITY: SURFACE MOTION
 DF7537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7537+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7537
 DF7537  HISTORY     - Date     Condition        Report By
 DF7537  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7537
 DF7537                          STATION DESCRIPTION
 DF7537
 DF7537'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7537'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 6.3
 DF7537'MI EAST-NORTHEAST
 DF7537'OF THE CITY OF SAINT PETERS. OWNERSHIP-CITY OF SAINT CHARLES.
 DF7537' 
 DF7537'TO REACH THE STATION FROM THE JUNCTION OF SR-370 AND ELM STREET, GO
 DF7537'SOUTH 1.0 MI ON ELM
 DF7537'STREET TO THE INTERSECTION OF ELM STREET WITH COLE BOULEVARD, TURN
 DF7537'RIGHT AND GO
 DF7537'SOUTHWEST 0.10 MI ON COLE BOULEVARDTO THE INTERSECTION OF COLE
 DF7537'BOULEVARD WITH
 DF7537'WILSHIRE AVENUE, TURN LEFT AND GO SOUTHEAST 75 FEET TO THE STATION ON
 DF7537'THE LEFT IN THE
 DF7537'TREE LAWN IN FRONT OF HOUSE--3432 WILSHIRE AVENUE. THE STATION IS A
 DF7537'BRONZE CITY OF ST.
 DF7537'CHARLES SURVEY MARKER DISK STAMPED --CSC 18 2003-- SET INTO THE TOP OF
 DF7537'A 12-INCH
 DF7537'DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7537'THE STATION IS 33 FEET SOUTHWEST OF A 12-INCH MAPLE TREE, 15.5 FEET
 DF7537'NORTH OF THE
 DF7537'NORTHWEST CORNER OF THE DRIVE TO 3432 WILSHIRE, 3.7 FEET SOUTH OF A
 DF7537'FIRE HYDRANT, AND 1.4
 DF7537'FEET EAST OF THE BACK-OF-CURB OF WILSHIRE AVENUE.
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537' 
 DF7537'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7538 ***********************************************************************
 DF7538  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7538  DESIGNATION -  CSC 19
 DF7538  PID         -  DF7538
 DF7538  STATE/COUNTY-  MO/ST CHARLES
 DF7538  USGS QUAD   -  KAMPVILLE (1994)
 DF7538
 DF7538                         *CURRENT SURVEY CONTROL
 DF7538  ___________________________________________________________________
 DF7538* NAD 83(1997)-  38 48 17.26712(N)    090 32 09.02664(W)     ADJUSTED  
 DF7538* NAVD 88     -       165.21   (meters)     542.0    (feet)  GPS OBS   
 DF7538  ___________________________________________________________________
 DF7538  X           -     -46,545.524 (meters)                     COMP
 DF7538  Y           -  -4,976,822.719 (meters)                     COMP
 DF7538  Z           -   3,975,536.677 (meters)                     COMP
 DF7538  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DF7538  ELLIP HEIGHT-         133.73  (meters)          (08/29/03) GPS OBS
 DF7538  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DF7538
 DF7538  HORZ ORDER  -  FIRST
 DF7538  ELLP ORDER  -  FOURTH    CLASS I
 DF7538
 DF7538.The horizontal coordinates were established by GPS observations
 DF7538.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7538
 DF7538.The orthometric height was determined by GPS observations and a
 DF7538.high-resolution geoid model using precise GPS observation and
 DF7538.processing techniques.
 DF7538
 DF7538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7538
 DF7538.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7538
 DF7538.The ellipsoidal height was determined by GPS observations
 DF7538.and is referenced to NAD 83.
 DF7538
 DF7538.The geoid height was determined by GEOID03.
 DF7538
 DF7538;                    North         East     Units Scale Factor Converg.
 DF7538;SPC MO E     -   329,762.593   246,886.941   MT  0.99993345   -0 01 20.9
 DF7538;UTM  15      - 4,297,999.474   713,975.224   MT  1.00016384   +1 32 41.3
 DF7538
 DF7538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7538!SPC MO E     -   0.99997902  x   0.99993345  =   0.99991247
 DF7538!UTM  15      -   0.99997902  x   1.00016384  =   1.00014285
 DF7538
 DF7538:                Primary Azimuth Mark                     Grid Az
 DF7538:SPC MO E     -  CSC 12                                   174 04 08.9
 DF7538:UTM  15      -  CSC 12                                   172 30 06.7
 DF7538
 DF7538|---------------------------------------------------------------------|
 DF7538| PID    Reference Object                     Distance      Geod. Az  |
 DF7538|                                                           dddmmss.s |
 DF7538| DF7532 CSC 12                              APPROX. 1.3 KM 1740248.0 |
 DF7538|---------------------------------------------------------------------|
 DF7538
 DF7538                          SUPERSEDED SURVEY CONTROL
 DF7538
 DF7538.No superseded survey control is available for this station.
 DF7538
 DF7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1397597999(NAD 83)
 DF7538_MARKER: DD = SURVEY DISK
 DF7538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7538_STAMPING: CSC 19 2003
 DF7538_PROJECTION: FLUSH
 DF7538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7538+STABILITY: SURFACE MOTION
 DF7538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7538+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7538
 DF7538  HISTORY     - Date     Condition        Report By
 DF7538  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7538
 DF7538                          STATION DESCRIPTION
 DF7538
 DF7538'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7538'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES APPROXIMATELY 5.0
 DF7538'MI EAST-NORTHEAST
 DF7538'OF THE CITY OF SAINT PETERS ON MINDEN COURT OFF ZUMBEHL ROAD.
 DF7538'OWNERSHIP-CITY OF SAINT
 DF7538'CHARLES.
 DF7538' 
 DF7538'TO REACH THE STATION FROM THE JUNCTION OF I-70 AND ZUMBEHL ROAD, GO
 DF7538'NORTH AND WEST 0.6
 DF7538'MI ON ZUMBEHL ROAD TO THE INTERSECTION OF ZUMBEHL ROAD WITH CAMPUS
 DF7538'DRIVE ON THE LEFT,
 DF7538'TURN RIGHT AND CONTINUE NORTH 0.7 MI ON ZUMBEHL ROAD PASSING THE
 DF7538'INTERSECTION OF
 DF7538'ZUMBEHL ROAD WITH DROSTE ROAD ON THE RIGHT AND PENBROOKE LANE ON THE
 DF7538'LEFT,  CONTINUE
 DF7538'NORTH ON ZUMBEHL ROAD 0.11 MI TO THE INTERSECTION OF ZUMBEHL ROAD WITH
 DF7538'MINDEN COURT
 DF7538'ON THE LEFT, TURN LEFT ON MINDEN COURT AND THE STATION ON THE RIGHT IN
 DF7538'THE GRASS AREA
 DF7538'IN FRONT OF 2 MINDEN COURT. THE STATION IS A BRONZE CITY OF ST.
 DF7538'CHARLES SURVEY MARKER
 DF7538'DISK STAMPED --CSC 19 2003-- SET INTO THE TOP OF A 12-INCH DIAMETER 54
 DF7538'INCH DEEP CONCRETE
 DF7538'MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7538' 
 DF7538'THE STATION IS 17.4 FEET NORTH OF THE CENTERLINE OF MINDEN COURT, 34.5
 DF7538'WEST OF THE WEST
 DF7538'EDGE OF THE DRIVE TO 2 MINDEN COURT, 4.9 FEET NORTH OF THE
 DF7538'BACK-OF-CURB OF MINDEN COURT,
 DF7538'AND 4.6 FEET EAST OF A FIRE HYDRANT.
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538' 
 DF7538'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7539 ***********************************************************************
 DF7539  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7539  DESIGNATION -  CSC 20
 DF7539  PID         -  DF7539
 DF7539  STATE/COUNTY-  MO/ST CHARLES
 DF7539  USGS QUAD   -  KAMPVILLE (1994)
 DF7539
 DF7539                         *CURRENT SURVEY CONTROL
 DF7539  ___________________________________________________________________
 DF7539* NAD 83(1997)-  38 48 13.91685(N)    090 33 15.15974(W)     ADJUSTED  
 DF7539* NAVD 88     -       145.98   (meters)     478.9    (feet)  GPS OBS   
 DF7539  ___________________________________________________________________
 DF7539  X           -     -48,141.683 (meters)                     COMP
 DF7539  Y           -  -4,976,857.294 (meters)                     COMP
 DF7539  Z           -   3,975,444.115 (meters)                     COMP
 DF7539  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DF7539  ELLIP HEIGHT-         114.50  (meters)          (08/29/03) GPS OBS
 DF7539  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DF7539
 DF7539  HORZ ORDER  -  FIRST
 DF7539  ELLP ORDER  -  FOURTH    CLASS I
 DF7539
 DF7539.The horizontal coordinates were established by GPS observations
 DF7539.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7539
 DF7539.The orthometric height was determined by GPS observations and a
 DF7539.high-resolution geoid model using precise GPS observation and
 DF7539.processing techniques.
 DF7539
 DF7539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7539
 DF7539.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7539
 DF7539.The ellipsoidal height was determined by GPS observations
 DF7539.and is referenced to NAD 83.
 DF7539
 DF7539.The geoid height was determined by GEOID03.
 DF7539
 DF7539;                    North         East     Units Scale Factor Converg.
 DF7539;SPC MO E     -   329,660.074   245,291.269   MT  0.99993361   -0 02 02.3
 DF7539;UTM  15      - 4,297,853.320   712,382.593   MT  1.00015547   +1 31 59.7
 DF7539
 DF7539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7539!SPC MO E     -   0.99998204  x   0.99993361  =   0.99991565
 DF7539!UTM  15      -   0.99998204  x   1.00015547  =   1.00013750
 DF7539
 DF7539:                Primary Azimuth Mark                     Grid Az
 DF7539:SPC MO E     -  CSC 21                                   337 37 50.7
 DF7539:UTM  15      -  CSC 21                                   336 03 48.7
 DF7539
 DF7539|---------------------------------------------------------------------|
 DF7539| PID    Reference Object                     Distance      Geod. Az  |
 DF7539|                                                           dddmmss.s |
 DF7539| DF7518 CSC 21                              APPROX. 1.6 KM 3373548.4 |
 DF7539|---------------------------------------------------------------------|
 DF7539
 DF7539                          SUPERSEDED SURVEY CONTROL
 DF7539
 DF7539.No superseded survey control is available for this station.
 DF7539
 DF7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1238397853(NAD 83)
 DF7539_MARKER: DD = SURVEY DISK
 DF7539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7539_STAMPING: CSC 20 2003
 DF7539_PROJECTION: FLUSH
 DF7539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7539+STABILITY: SURFACE MOTION
 DF7539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7539+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7539
 DF7539  HISTORY     - Date     Condition        Report By
 DF7539  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7539
 DF7539                          STATION DESCRIPTION
 DF7539
 DF7539'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7539'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES AT TRUMAN ROAD AND
 DF7539'EHLMANN ROAD
 DF7539'APPROXIMATELY 4.0 MI NORTHEAST OF THE CITY OF SAINT PETERS.
 DF7539'OWNERSHIP-CITY OF SAINT
 DF7539'CHARLES.
 DF7539' 
 DF7539'TO REACH THE STATION FROM THE JUNCTION OF I-70 AND TRUMAN ROAD, GO
 DF7539'NORTHEAST 1.0 MI ON
 DF7539'TRUMAN ROAD TO THE INTERSECTION OF TRUMAN ROAD WITH EHLMANN ROAD AND
 DF7539'THE STATION
 DF7539'ON THE LEFT IN THE NORTHWEST QUADRANT OF THE INTERSECTION AND ACROSS
 DF7539'EHLMANN ROAD
 DF7539'FROM THE SHELL GAS STATION. THE STATION IS A BRONZE CITY OF ST.
 DF7539'CHARLES SURVEY MARKER
 DF7539'DISK STAMPED --CSC 20 2003-- SET INTO THE TOP OF A 12-INCH DIAMETER 54
 DF7539'INCH DEEP CONCRETE
 DF7539'MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7539' 
 DF7539'THE STATION IS 16.1 FEET NORTH OF THE NORTH EDGE OF PAVEMENT OF TRUMAN
 DF7539'ROAD, 39.5 FEET
 DF7539'WEST OF A LIGHT POLE, AND 5 FEET EAST OF A FIRE HYDRANT.
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539' 
 DF7539'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7518 ***********************************************************************
 DF7518  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7518  DESIGNATION -  CSC 21
 DF7518  PID         -  DF7518
 DF7518  STATE/COUNTY-  MO/ST CHARLES
 DF7518  USGS QUAD   -  KAMPVILLE (1994)
 DF7518
 DF7518                         *CURRENT SURVEY CONTROL
 DF7518  ___________________________________________________________________
 DF7518* NAD 83(1997)-  38 49 02.06887(N)    090 33 40.53280(W)     ADJUSTED  
 DF7518* NAVD 88     -       132.53   (meters)     434.8    (feet)  GPS OBS   
 DF7518  ___________________________________________________________________
 DF7518  X           -     -48,744.677 (meters)                     COMP
 DF7518  Y           -  -4,975,910.221 (meters)                     COMP
 DF7518  Z           -   3,976,592.699 (meters)                     COMP
 DF7518  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DF7518  ELLIP HEIGHT-         101.00  (meters)          (08/29/03) GPS OBS
 DF7518  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DF7518
 DF7518  HORZ ORDER  -  B
 DF7518  ELLP ORDER  -  FOURTH    CLASS II
 DF7518
 DF7518.The horizontal coordinates were established by GPS observations
 DF7518.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7518
 DF7518.The orthometric height was determined by GPS observations and a
 DF7518.high-resolution geoid model using precise GPS observation and
 DF7518.processing techniques.
 DF7518
 DF7518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7518
 DF7518.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7518
 DF7518.The ellipsoidal height was determined by GPS observations
 DF7518.and is referenced to NAD 83.
 DF7518
 DF7518.The geoid height was determined by GEOID03.
 DF7518
 DF7518;                    North         East     Units Scale Factor Converg.
 DF7518;SPC MO E     -   331,145.208   244,680.074   MT  0.99993368   -0 02 18.2
 DF7518;UTM  15      - 4,299,321.502   711,730.859   MT  1.00015207   +1 31 45.3
 DF7518
 DF7518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7518!SPC MO E     -   0.99998415  x   0.99993368  =   0.99991783
 DF7518!UTM  15      -   0.99998415  x   1.00015207  =   1.00013622
 DF7518
 DF7518:                Primary Azimuth Mark                     Grid Az
 DF7518:SPC MO E     -  CSC 20                                   157 37 50.7
 DF7518:UTM  15      -  CSC 20                                   156 03 47.2
 DF7518
 DF7518|---------------------------------------------------------------------|
 DF7518| PID    Reference Object                     Distance      Geod. Az  |
 DF7518|                                                           dddmmss.s |
 DF7518| DF7539 CSC 20                              APPROX. 1.6 KM 1573532.5 |
 DF7518|---------------------------------------------------------------------|
 DF7518
 DF7518                          SUPERSEDED SURVEY CONTROL
 DF7518
 DF7518.No superseded survey control is available for this station.
 DF7518
 DF7518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1173199322(NAD 83)
 DF7518_MARKER: DD = SURVEY DISK
 DF7518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7518_STAMPING: CSC 21 2003
 DF7518_PROJECTION: FLUSH
 DF7518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7518+STABILITY: SURFACE MOTION
 DF7518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7518+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7518
 DF7518  HISTORY     - Date     Condition        Report By
 DF7518  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7518
 DF7518                          STATION DESCRIPTION
 DF7518
 DF7518'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7518'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES AT THE SOUTHWEST
 DF7518'CORNER OF THE
 DF7518'TRUMAN ROAD BRIDGE OVER SR-370 APPROXIMATELY 4.1 MI NORTHEAST OF THE
 DF7518'CITY OF SAINT
 DF7518'PETERS. OWNERSHIP-MISSOURI DEPARTMENT OF TRANSPORTATION.
 DF7518' 
 DF7518'TO REACH THE STATION FROM THE JUNCTION OF SR-370 AND ELM STREET, GO
 DF7518'WEST-SOUTHWEST 2.2
 DF7518'MI ON SR-370 TO THE CAVE SPRINGS-TRUMAN ROAD EXIT, EXIT 2, PROCEED
 DF7518'DOWN THE EXIT RAMP
 DF7518'FOR 0.13 MI TO TRUMAN ROAD, TURN LEFT AND GO SOUTH 0.10 MI ON TRUMAN
 DF7518'ROAD TO THE
 DF7518'STATION ON THE RIGHT. THE STATION IS A BRONZE CITY OF ST. CHARLES
 DF7518'SURVEY MARKER
 DF7518'DISK STAMPED --CSC 21 2003-- SET INTO THE TOP OF A 12-INCH DIAMETER 54
 DF7518'INCH DEEP CONCRETE
 DF7518'MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7518' 
 DF7518'THE STATION IS 6.3 FEET WEST OF THE WEST EDGE OF CONCRETE OF TRUMAN
 DF7518'ROAD, 12.7 FEET
 DF7518'NORTH OF A 370 HIGHWAY SIGN , AND 5.9 FEET SOUTH OF THE SOUTH END OF
 DF7518'THE WEST GUARD
 DF7518'RAIL.
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518' 
 DF7518'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7540 ***********************************************************************
 DF7540  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7540  DESIGNATION -  CSC 22
 DF7540  PID         -  DF7540
 DF7540  STATE/COUNTY-  MO/ST CHARLES
 DF7540  USGS QUAD   -  KAMPVILLE (1994)
 DF7540
 DF7540                         *CURRENT SURVEY CONTROL
 DF7540  ___________________________________________________________________
 DF7540* NAD 83(1997)-  38 49 14.40137(N)    090 31 45.77678(W)     ADJUSTED  
 DF7540* NAVD 88     -       133.39   (meters)     437.6    (feet)  GPS OBS   
 DF7540  ___________________________________________________________________
 DF7540  X           -     -45,974.112 (meters)                     COMP
 DF7540  Y           -  -4,975,698.871 (meters)                     COMP
 DF7540  Z           -   3,976,889.554 (meters)                     COMP
 DF7540  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DF7540  ELLIP HEIGHT-         101.88  (meters)          (08/29/03) GPS OBS
 DF7540  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DF7540
 DF7540  HORZ ORDER  -  FIRST
 DF7540  ELLP ORDER  -  FOURTH    CLASS I
 DF7540
 DF7540.The horizontal coordinates were established by GPS observations
 DF7540.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7540
 DF7540.The orthometric height was determined by GPS observations and a
 DF7540.high-resolution geoid model using precise GPS observation and
 DF7540.processing techniques.
 DF7540
 DF7540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7540
 DF7540.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7540
 DF7540.The ellipsoidal height was determined by GPS observations
 DF7540.and is referenced to NAD 83.
 DF7540
 DF7540.The geoid height was determined by GEOID03.
 DF7540
 DF7540;                    North         East     Units Scale Factor Converg.
 DF7540;SPC MO E     -   331,524.104   247,448.462   MT  0.99993341   -0 01 06.3
 DF7540;UTM  15      - 4,299,776.098   714,488.468   MT  1.00016654   +1 32 57.8
 DF7540
 DF7540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7540!SPC MO E     -   0.99998402  x   0.99993341  =   0.99991743
 DF7540!UTM  15      -   0.99998402  x   1.00016654  =   1.00015055
 DF7540
 DF7540:                Primary Azimuth Mark                     Grid Az
 DF7540:SPC MO E     -  CSC 27                                   358 22 21.3
 DF7540:UTM  15      -  CSC 27                                   356 48 17.2
 DF7540
 DF7540|---------------------------------------------------------------------|
 DF7540| PID    Reference Object                     Distance      Geod. Az  |
 DF7540|                                                           dddmmss.s |
 DF7540| DF7524 CSC 27                              APPROX. 1.9 KM 3582115.0 |
 DF7540|---------------------------------------------------------------------|
 DF7540
 DF7540                          SUPERSEDED SURVEY CONTROL
 DF7540
 DF7540.No superseded survey control is available for this station.
 DF7540
 DF7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1448899776(NAD 83)
 DF7540_MARKER: DD = SURVEY DISK
 DF7540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7540_STAMPING: CSC 22 2003
 DF7540_PROJECTION: FLUSH
 DF7540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7540+STABILITY: SURFACE MOTION
 DF7540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7540+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7540
 DF7540  HISTORY     - Date     Condition        Report By
 DF7540  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7540
 DF7540                          STATION DESCRIPTION
 DF7540
 DF7540'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7540'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES IN THE FOUNTAIN
 DF7540'LAKES NATURE-WILDLIFE
 DF7540'PARK APPROXIMATELY 5.7 MI NORTHEAST OF THE CITY OF SAINT PETERS.
 DF7540'OWNERSHIP-CITY OF SAINT CHARLES.
 DF7540' 
 DF7540'TO REACH THE STATION FROM THE JUNCTION OF THE SR-370 OVER ELM STREET,
 DF7540'GO SOUTH AND
 DF7540'SOUTHEAST 0.5 MI ON ELM STREET TO THE INTERSECTION OF ELM STREET WITH
 DF7540'ELM POINT ROAD,
 DF7540'TURN RIGHT AND GO SOUTHWEST 1.0 MI ON ELM POINT ROAD TO THE
 DF7540'INTERSECTION OF ELM POINT
 DF7540'ROAD WITH HUSTER ROAD--UNMARKED--TURN RIGHT AND GO NORTH 0.3 MI ON
 DF7540'HUSTER ROAD  TO
 DF7540'THE FOUNTAIN LAKES NATURE-WILDLIFE PARK, TURN RIGHT INTO THE PARKING
 DF7540'LOT AND THE
 DF7540'STATION NEXT TO THE PAVILLION. THE STATION IS A BRONZE CITY OF ST.
 DF7540'CHARLES SURVEY MARKER
 DF7540'DISK STAMPED --CSC 22 2003-- SET INTO THE TOP OF A 12-INCH DIAMETER 54
 DF7540'INCH DEEP CONCRETE
 DF7540'MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7540' 
 DF7540'THE STATION IS 49 FEET NORTH OF THE CENTERLINE OF A MAINTENANCE ROAD,
 DF7540'69 FEET NORTH OF
 DF7540'THE CENTERLINE OF A NATURE TRAIL, 129.5 FEET NORTHEAST OF THE
 DF7540'NORTHERMOST GATE POST,
 DF7540'AND 48.5 FEET EAST OF THE SOUTHWEST CORNER OF THE PAVILLION.
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540' 
 DF7540'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7541 ***********************************************************************
 DF7541  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7541  DESIGNATION -  CSC 23
 DF7541  PID         -  DF7541
 DF7541  STATE/COUNTY-  MO/ST CHARLES
 DF7541  USGS QUAD   -  KAMPVILLE (1994)
 DF7541
 DF7541                         *CURRENT SURVEY CONTROL
 DF7541  ___________________________________________________________________
 DF7541* NAD 83(1997)-  38 49 41.40090(N)    090 30 43.66008(W)     ADJUSTED  
 DF7541* NAVD 88     -       135.65   (meters)     445.0    (feet)  GPS OBS   
 DF7541  ___________________________________________________________________
 DF7541  X           -     -44,471.027 (meters)                     COMP
 DF7541  Y           -  -4,975,192.284 (meters)                     COMP
 DF7541  Z           -   3,977,539.611 (meters)                     COMP
 DF7541  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 DF7541  ELLIP HEIGHT-         104.13  (meters)          (08/29/03) GPS OBS
 DF7541  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 DF7541
 DF7541  HORZ ORDER  -  FIRST
 DF7541  ELLP ORDER  -  FOURTH    CLASS I
 DF7541
 DF7541.The horizontal coordinates were established by GPS observations
 DF7541.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7541
 DF7541.The orthometric height was determined by GPS observations and a
 DF7541.high-resolution geoid model using precise GPS observation and
 DF7541.processing techniques.
 DF7541
 DF7541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7541
 DF7541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7541
 DF7541.The ellipsoidal height was determined by GPS observations
 DF7541.and is referenced to NAD 83.
 DF7541
 DF7541.The geoid height was determined by GEOID03.
 DF7541
 DF7541;                    North         East     Units Scale Factor Converg.
 DF7541;SPC MO E     -   332,356.284   248,946.946   MT  0.99993335   -0 00 27.4
 DF7541;UTM  15      - 4,300,649.176   715,963.970   MT  1.00017436   +1 33 37.7
 DF7541
 DF7541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7541!SPC MO E     -   0.99998366  x   0.99993335  =   0.99991701
 DF7541!UTM  15      -   0.99998366  x   1.00017436  =   1.00015802
 DF7541
 DF7541:                Primary Azimuth Mark                     Grid Az
 DF7541:SPC MO E     -  CSC 26                                   346 13 33.2
 DF7541:UTM  15      -  CSC 26                                   344 39 28.1
 DF7541
 DF7541|---------------------------------------------------------------------|
 DF7541| PID    Reference Object                     Distance      Geod. Az  |
 DF7541|                                                           dddmmss.s |
 DF7541| DF7542 CSC 26                              APPROX. 1.1 KM 3461305.8 |
 DF7541|---------------------------------------------------------------------|
 DF7541
 DF7541                          SUPERSEDED SURVEY CONTROL
 DF7541
 DF7541.No superseded survey control is available for this station.
 DF7541
 DF7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1596400649(NAD 83)
 DF7541_MARKER: DD = SURVEY DISK
 DF7541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7541_STAMPING: CSC 23 2003
 DF7541_PROJECTION: FLUSH
 DF7541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7541+STABILITY: SURFACE MOTION
 DF7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7541+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7541
 DF7541  HISTORY     - Date     Condition        Report By
 DF7541  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7541
 DF7541                          STATION DESCRIPTION
 DF7541
 DF7541'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7541'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES IN THE SAINT
 DF7541'CHARLES SOCCER COMPLEX,
 DF7541'APPROXIMATELY 6.8 MI NORTHEAST OF THE CITY OF SAINT PETERS.
 DF7541'OWNERSHIP-CITY OF SAINT
 DF7541'CHARLES.
 DF7541' 
 DF7541'TO REACH THE STATION FROM THE JUNCTION OF THE SR-370 BRIDGE OVER ELM
 DF7541'STREET, GO NORTH
 DF7541'AND NORTHEAST 0.5 MI ON ELM STREET TO THE INTERSECTION OF ELM STREET
 DF7541'WITH MUELLER
 DF7541'ROAD, TURN RIGHT AND GO SOUTHEAST 0.5 MI ON MUELLER ROAD TO THE ACCESS
 DF7541'DRIVE TO THE
 DF7541'SAINT CHARLES SOCCER COMPLEX ACCROSS THE ROAD FROM THE COCA COLA
 DF7541'BUILDING, TURN
 DF7541'RIGHT ON THE ACCESS DRIVE AND THE STATION ON THE LEFT IN THE GRASS
 DF7541'AREA NEXT TO THE
 DF7541'PARKING LOT AND JUST NORTH OF THE PAVILLION SIDEWALK. THE STATION IS A
 DF7541'BRONZE CITY OF ST.
 DF7541'CHARLES SURVEY MARKER DISK STAMPED --CSC 23 2003-- SET INTO THE TOP OF
 DF7541'A 12-INCH DIAMETER
 DF7541'54 INCH DEEP CONCRETE MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7541' 
 DF7541'THE STATION IS 6 FEET EAST OF THE EDGE OF THE ASPHALT PARKING LOT,
 DF7541'33.5 FEET NORTHEAST OF
 DF7541'THE NORTHERLY CORNER OF THE PAVILLION, AND 50.2 FEET SOUTH OF A LIGHT
 DF7541'POLE.
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541' 
 DF7541'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7523 ***********************************************************************
 DF7523  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7523  DESIGNATION -  CSC 25
 DF7523  PID         -  DF7523
 DF7523  STATE/COUNTY-  MO/ST CHARLES
 DF7523  USGS QUAD   -  ST CHARLES (1994)
 DF7523
 DF7523                         *CURRENT SURVEY CONTROL
 DF7523  ___________________________________________________________________
 DF7523* NAD 83(1997)-  38 49 24.51042(N)    090 28 46.60396(W)     ADJUSTED  
 DF7523* NAVD 88     -       141.54   (meters)     464.4    (feet)  GPS OBS   
 DF7523  ___________________________________________________________________
 DF7523  X           -     -41,650.350 (meters)                     COMP
 DF7523  Y           -  -4,975,547.873 (meters)                     COMP
 DF7523  Z           -   3,977,137.547 (meters)                     COMP
 DF7523  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DF7523  ELLIP HEIGHT-         110.05  (meters)          (08/29/03) GPS OBS
 DF7523  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DF7523
 DF7523  HORZ ORDER  -  FIRST
 DF7523  ELLP ORDER  -  THIRD     CLASS II
 DF7523
 DF7523.The horizontal coordinates were established by GPS observations
 DF7523.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7523
 DF7523.The orthometric height was determined by GPS observations and a
 DF7523.high-resolution geoid model using precise GPS observation and
 DF7523.processing techniques.
 DF7523
 DF7523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7523
 DF7523.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7523
 DF7523.The ellipsoidal height was determined by GPS observations
 DF7523.and is referenced to NAD 83.
 DF7523
 DF7523.The geoid height was determined by GEOID03.
 DF7523
 DF7523;                    North         East     Units Scale Factor Converg.
 DF7523;SPC MO E     -   331,835.600   251,770.383   MT  0.99993337   +0 00 46.0
 DF7523;UTM  15      - 4,300,205.835   718,801.302   MT  1.00018956   +1 34 50.6
 DF7523
 DF7523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7523!SPC MO E     -   0.99998273  x   0.99993337  =   0.99991610
 DF7523!UTM  15      -   0.99998273  x   1.00018956  =   1.00017229
 DF7523
 DF7523                          SUPERSEDED SURVEY CONTROL
 DF7523
 DF7523.No superseded survey control is available for this station.
 DF7523
 DF7523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1880100206(NAD 83)
 DF7523_MARKER: DD = SURVEY DISK
 DF7523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7523_STAMPING: CSC 25 2003
 DF7523_PROJECTION: FLUSH
 DF7523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7523+STABILITY: SURFACE MOTION
 DF7523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7523+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 DF7523
 DF7523  HISTORY     - Date     Condition        Report By
 DF7523  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7523  HISTORY     - 20060214 GOOD             USPSQD
 DF7523
 DF7523                          STATION DESCRIPTION
 DF7523
 DF7523'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7523'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES IN THE SUBDIVISION
 DF7523'BETWEEN SR-94 AND
 DF7523'BOSCHERTOWN ROAD, APPROXIMATELY 8.3 MI NORTHEAST OF THE CITY OF SAINT
 DF7523'PETERS.
 DF7523'OWNERSHIP-CITY OF SAINT CHARLES.
 DF7523' 
 DF7523'TO REACH THE STATION FROM THE JUNCTION OF THE SR-370 BRIDGE OVER SR-94
 DF7523'GO NORTH 1.3 MI
 DF7523'ON SR-94 TO THE INTERSECTION OF SR-94 WITH TWILLMAN DRIVE, TURN LEFT
 DF7523'AND GO WEST 0.25 MI
 DF7523'ON TWILLMAN DRIVE TO THE INTERSECTION OF TWILLMAN DRIVE WITH MANGO
 DF7523'DRIVE, TURN RIGHT
 DF7523'AND GO NORTH 0.2 MI ON MANGO DRIVE TO THE INTERSECTION OF MANGO DRIVE
 DF7523'WITH CARRIAGE
 DF7523'CROSSING DRIVE, TURN LEFT AND GO WEST 0.03 MI ON CARRIAGE CROSSING
 DF7523'DRIVE TO THE
 DF7523'INTERSECTION OF CARRIAGE CROSSING DRIVE WITH TRAILRIDGE COURT, TURN
 DF7523'RIGHT AND GO
 DF7523'NORTH ON TRAILRIDGE COURT TO THE STATION ON THE LEFT IN THE TREE LAWN
 DF7523'EAST OF 3316
 DF7523'CARRIAGE CROSSING DRIVE. THE STATION IS A BRONZE CITY OF ST. CHARLES
 DF7523'SURVEY MARKER DISK
 DF7523'STAMPED --CSC 25 2003-- SET INTO THE TOP OF A 12-INCH DIAMETER 54 INCH
 DF7523'DEEP CONCRETE
 DF7523'MONUMENT AND SET FLUSH WITH THE GROUND.
 DF7523' 
 DF7523'THE STATION IS 17.3 FEET WEST OF THE CENTERLINE OF TRAILRIDGE COURT,
 DF7523'44.6 FEET SOUTHEAST
 DF7523'OF THE SOUTHEAST CORNER OF THE HOUSE AT 3316 CARRIAGE CROSSING DRIVE,
 DF7523'37 FEET
 DF7523'NORTHWEST OF A LIGHT POLE, AND 18.1 FEET NORTHEAST OF THE CENTERLINE
 DF7523'OF A MANHOLE.
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523' 
 DF7523'
 DF7523
 DF7523                          STATION RECOVERY (2006)
 DF7523
 DF7523'RECOVERY NOTE BY US POWER SQUADRON 2006 (EPB)
 DF7523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7542 ***********************************************************************
 DF7542  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7542  DESIGNATION -  CSC 26
 DF7542  PID         -  DF7542
 DF7542  STATE/COUNTY-  MO/ST CHARLES
 DF7542  USGS QUAD   -  KAMPVILLE (1994)
 DF7542
 DF7542                         *CURRENT SURVEY CONTROL
 DF7542  ___________________________________________________________________
 DF7542* NAD 83(1997)-  38 50 16.35805(N)    090 30 54.62339(W)     ADJUSTED  
 DF7542* NAVD 88     -       134.04   (meters)     439.8    (feet)  GPS OBS   
 DF7542  ___________________________________________________________________
 DF7542  X           -     -44,729.377 (meters)                     COMP
 DF7542  Y           -  -4,974,512.719 (meters)                     COMP
 DF7542  Z           -   3,978,378.312 (meters)                     COMP
 DF7542  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DF7542  ELLIP HEIGHT-         102.50  (meters)          (08/29/03) GPS OBS
 DF7542  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DF7542
 DF7542  HORZ ORDER  -  FIRST
 DF7542  ELLP ORDER  -  FOURTH    CLASS I
 DF7542
 DF7542.The horizontal coordinates were established by GPS observations
 DF7542.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7542
 DF7542.The orthometric height was determined by GPS observations and a
 DF7542.high-resolution geoid model using precise GPS observation and
 DF7542.processing techniques.
 DF7542
 DF7542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7542
 DF7542.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7542
 DF7542.The ellipsoidal height was determined by GPS observations
 DF7542.and is referenced to NAD 83.
 DF7542
 DF7542.The geoid height was determined by GEOID03.
 DF7542
 DF7542;                    North         East     Units Scale Factor Converg.
 DF7542;SPC MO E     -   333,434.217   248,682.697   MT  0.99993335   -0 00 34.3
 DF7542;UTM  15      - 4,301,719.730   715,670.249   MT  1.00017280   +1 33 32.0
 DF7542
 DF7542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7542!SPC MO E     -   0.99998392  x   0.99993335  =   0.99991727
 DF7542!UTM  15      -   0.99998392  x   1.00017280  =   1.00015672
 DF7542
 DF7542:                Primary Azimuth Mark                     Grid Az
 DF7542:SPC MO E     -  CSC 28                                   014 17 56.0
 DF7542:UTM  15      -  CSC 28                                   012 43 49.7
 DF7542
 DF7542|---------------------------------------------------------------------|
 DF7542| PID    Reference Object                     Distance      Geod. Az  |
 DF7542|                                                           dddmmss.s |
 DF7542| DF7519 CSC 28                              APPROX. 1.8 KM 0141721.7 |
 DF7542| DF7541 CSC 23                              APPROX. 1.1 KM 1661259.0 |
 DF7542| DF7524 CSC 27                              APPROX. 1.3 KM 2692734.5 |
 DF7542|---------------------------------------------------------------------|
 DF7542
 DF7542                          SUPERSEDED SURVEY CONTROL
 DF7542
 DF7542.No superseded survey control is available for this station.
 DF7542
 DF7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1567001720(NAD 83)
 DF7542_MARKER: DD = SURVEY DISK
 DF7542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7542_STAMPING: CSC 26 2003
 DF7542_PROJECTION: FLUSH
 DF7542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7542+STABILITY: SURFACE MOTION
 DF7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7542+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7542
 DF7542  HISTORY     - Date     Condition        Report By
 DF7542  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7542
 DF7542                          STATION DESCRIPTION
 DF7542
 DF7542'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7542'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES ACROSS THE ROAD
 DF7542'FROM THE SAINT
 DF7542'CHARLES HIGHWAY DEPARTMENT MAINTENANCE FACILITY, APPROXIMATELY 7.0 MI
 DF7542'NORTHEAST OF
 DF7542'THE CITY OF SAINT PETERS. OWNERSHIP-CITY OF SAINT CHARLES.
 DF7542' 
 DF7542'TO REACH THE STATION FROM THE JUNCTION OF THE SR-370 BRIDGE OVER ELM
 DF7542'STREET, GO NORTH
 DF7542'AND NORTHEAST 1.0 MI ON ELM STREET/AIRPORT ROAD--ROAD NAME CHANGES AT
 DF7542'MUELLER
 DF7542'ROAD--TO THE INTERSECTION OF AIRPORT ROAD WITH SEEBURGER ROAD ON THE
 DF7542'LEFT, TURN LEFT
 DF7542'AND GO NORTH 0.10 MI ON SEEBURGER ROAD TO THE INTERSECTION OF
 DF7542'SEEBURGER ROAD WITH
 DF7542'BETHMANN ROAD ON THE LEFT, TURN LEFT AND GO WEST 0.20 MI ON BETHMANN
 DF7542'ROAD TO THE
 DF7542'STATION ON THE RIGHT IN THE ROAD RIGHT-OF-WAY. THE STATION IS A BRONZE
 DF7542'CITY OF ST.
 DF7542'CHARLES SURVEY MARKER DISK STAMPED --CSC 26 2003-- SET INTO THE TOP OF
 DF7542'A 12-INCH DIAMETER
 DF7542'54 INCH DEEP CONCRETE MONUMENT AND SET FLUSH WITH THE GROUND AND 0.5
 DF7542'FEET BELOW THE
 DF7542'SURFACE OF THE ROAD.
 DF7542' 
 DF7542'THE STATION IS 19.7 FEET NORTH OF THE CENTERLINE OF BETHMANN ROAD,
 DF7542'74.2 FEET NORTHWEST
 DF7542'OF THE EAST ENTRANCE POST OF A PERIMETER FENCE, 54.8 FEET
 DF7542'NORTH-NORTHEAST OF THE
 DF7542'NORTH WOODEN LEG OF THE WOOD ST. CHARLES COUNTY HIGHWAY DEPARTMENT
 DF7542'SIGN, AND 9.2
 DF7542'FEET EAST OF A GUYED UTILITY POLE.
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542' 
 DF7542'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7524 ***********************************************************************
 DF7524  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7524  DESIGNATION -  CSC 27
 DF7524  PID         -  DF7524
 DF7524  STATE/COUNTY-  MO/ST CHARLES
 DF7524  USGS QUAD   -  KAMPVILLE (1994)
 DF7524
 DF7524                         *CURRENT SURVEY CONTROL
 DF7524  ___________________________________________________________________
 DF7524* NAD 83(1997)-  38 50 15.96061(N)    090 31 48.03834(W)     ADJUSTED  
 DF7524* NAVD 88     -       131.74   (meters)     432.2    (feet)  GPS OBS   
 DF7524  ___________________________________________________________________
 DF7524  X           -     -46,017.645 (meters)                     COMP
 DF7524  Y           -  -4,974,506.847 (meters)                     COMP
 DF7524  Z           -   3,978,367.311 (meters)                     COMP
 DF7524  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DF7524  ELLIP HEIGHT-         100.18  (meters)          (08/29/03) GPS OBS
 DF7524  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DF7524
 DF7524  HORZ ORDER  -  FIRST
 DF7524  ELLP ORDER  -  THIRD     CLASS II
 DF7524
 DF7524.The horizontal coordinates were established by GPS observations
 DF7524.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7524
 DF7524.The orthometric height was determined by GPS observations and a
 DF7524.high-resolution geoid model using precise GPS observation and
 DF7524.processing techniques.
 DF7524
 DF7524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7524
 DF7524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7524
 DF7524.The ellipsoidal height was determined by GPS observations
 DF7524.and is referenced to NAD 83.
 DF7524
 DF7524.The geoid height was determined by GEOID03.
 DF7524
 DF7524;                    North         East     Units Scale Factor Converg.
 DF7524;SPC MO E     -   333,422.280   247,394.533   MT  0.99993342   -0 01 07.8
 DF7524;UTM  15      - 4,301,672.530   714,382.590   MT  1.00016598   +1 32 58.4
 DF7524
 DF7524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7524!SPC MO E     -   0.99998428  x   0.99993342  =   0.99991770
 DF7524!UTM  15      -   0.99998428  x   1.00016598  =   1.00015026
 DF7524
 DF7524:                Primary Azimuth Mark                     Grid Az
 DF7524:SPC MO E     -  CSC 22                                   178 22 21.4
 DF7524:UTM  15      -  CSC 22                                   176 48 15.2
 DF7524
 DF7524|---------------------------------------------------------------------|
 DF7524| PID    Reference Object                     Distance      Geod. Az  |
 DF7524|                                                           dddmmss.s |
 DF7524| DF7540 CSC 22                              APPROX. 1.9 KM 1782113.6 |
 DF7524|---------------------------------------------------------------------|
 DF7524
 DF7524                          SUPERSEDED SURVEY CONTROL
 DF7524
 DF7524.No superseded survey control is available for this station.
 DF7524
 DF7524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1438301673(NAD 83)
 DF7524_MARKER: DD = SURVEY DISK
 DF7524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7524_STAMPING: CSC 27 2003
 DF7524_PROJECTION: FLUSH
 DF7524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7524+STABILITY: SURFACE MOTION
 DF7524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7524+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7524
 DF7524  HISTORY     - Date     Condition        Report By
 DF7524  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7524
 DF7524                          STATION DESCRIPTION
 DF7524
 DF7524'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7524'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES AT THE
 DF7524'INTERSECTION OF HUSTER ROAD
 DF7524'AND BETHMANN ROAD, APPROXIMATELY 7.4 MI NORTHEAST OF THE CITY OF SAINT
 DF7524'PETERS.
 DF7524'OWNERSHIP-CITY OF SAINT CHARLES.
 DF7524' 
 DF7524'TO REACH THE STATION FROM THE JUNCTION OF THE SR-370 BRIDGE OVER ELM
 DF7524'STREET, GO NORTH
 DF7524'AND NORTHEAST 1.0 MI ON ELM STREET/AIRPORT ROAD--ROAD NAME CHANGES AT
 DF7524'MUELLER
 DF7524'ROAD--TO THE INTERSECTION OF AIRPORT ROAD WITH SEEBURGER ROAD ON THE
 DF7524'LEFT, TURN LEFT
 DF7524'AND GO NORTH 0.10 MI ON SEEBURGER ROAD TO THE INTERSECTION OF
 DF7524'SEEBURGER ROAD WITH
 DF7524'BETHMANN ROAD ON THE LEFT, TURN LEFT AND GO WEST 1.0 MI ON BETHMANN
 DF7524'ROAD TO THE
 DF7524'STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF BETHMANN ROAD AND
 DF7524'HUSTER ROAD.
 DF7524'THE STATION IS A BRONZE CITY OF ST. CHARLES SURVEY MARKER DISK STAMPED
 DF7524'--CSC 27 2003-- SET
 DF7524'INTO THE TOP OF A 12-INCH DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND
 DF7524'SET FLUSH WITH
 DF7524'THE GROUND.
 DF7524' 
 DF7524'THE STATION IS 12.8 FEET NORTH OF THE NORTH EDGE OF BETHMANN ROAD
 DF7524'PAVEMENT, 78.5 FEET
 DF7524'NORTHEAST OF A POWER POLE, 55.0 FEET EAST OF A POWER POLE, AND 11.5
 DF7524'FEET NORTHEAST OF A
 DF7524'STOP SIGN.
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524' 
 DF7524'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7519 ***********************************************************************
 DF7519  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7519  DESIGNATION -  CSC 28
 DF7519  PID         -  DF7519
 DF7519  STATE/COUNTY-  MO/ST CHARLES
 DF7519  USGS QUAD   -  KAMPVILLE (1994)
 DF7519
 DF7519                         *CURRENT SURVEY CONTROL
 DF7519  ___________________________________________________________________
 DF7519* NAD 83(1997)-  38 51 12.63303(N)    090 30 36.29288(W)     ADJUSTED  
 DF7519* NAVD 88     -       134.22   (meters)     440.4    (feet)  GPS OBS   
 DF7519  ___________________________________________________________________
 DF7519  X           -     -44,277.609 (meters)                     COMP
 DF7519  Y           -  -4,973,428.351 (meters)                     COMP
 DF7519  Z           -   3,979,729.965 (meters)                     COMP
 DF7519  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 DF7519  ELLIP HEIGHT-         102.63  (meters)          (08/29/03) GPS OBS
 DF7519  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DF7519
 DF7519  HORZ ORDER  -  B
 DF7519  ELLP ORDER  -  FOURTH    CLASS II
 DF7519
 DF7519.The horizontal coordinates were established by GPS observations
 DF7519.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 DF7519
 DF7519.The orthometric height was determined by GPS observations and a
 DF7519.high-resolution geoid model using precise GPS observation and
 DF7519.processing techniques.
 DF7519
 DF7519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7519
 DF7519.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7519
 DF7519.The ellipsoidal height was determined by GPS observations
 DF7519.and is referenced to NAD 83.
 DF7519
 DF7519.The geoid height was determined by GEOID03.
 DF7519
 DF7519;                    North         East     Units Scale Factor Converg.
 DF7519;SPC MO E     -   335,169.381   249,124.949   MT  0.99993334   -0 00 22.8
 DF7519;UTM  15      - 4,303,466.771   716,064.930   MT  1.00017490   +1 33 45.4
 DF7519
 DF7519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7519!SPC MO E     -   0.99998390  x   0.99993334  =   0.99991724
 DF7519!UTM  15      -   0.99998390  x   1.00017490  =   1.00015879
 DF7519
 DF7519:                Primary Azimuth Mark                     Grid Az
 DF7519:SPC MO E     -  CSC 26                                   194 17 56.0
 DF7519:UTM  15      -  CSC 26                                   192 43 47.8
 DF7519
 DF7519|---------------------------------------------------------------------|
 DF7519| PID    Reference Object                     Distance      Geod. Az  |
 DF7519|                                                           dddmmss.s |
 DF7519| DF7542 CSC 26                              APPROX. 1.8 KM 1941733.2 |
 DF7519|---------------------------------------------------------------------|
 DF7519
 DF7519                          SUPERSEDED SURVEY CONTROL
 DF7519
 DF7519.No superseded survey control is available for this station.
 DF7519
 DF7519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1606503467(NAD 83)
 DF7519_MARKER: DD = SURVEY DISK
 DF7519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7519_STAMPING: CSC 28 2003
 DF7519_PROJECTION: FLUSH
 DF7519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7519+STABILITY: SURFACE MOTION
 DF7519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7519+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF7519
 DF7519  HISTORY     - Date     Condition        Report By
 DF7519  HISTORY     - 20030430 MONUMENTED       WOOLPT
 DF7519
 DF7519                          STATION DESCRIPTION
 DF7519
 DF7519'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (JPD)
 DF7519'THE STATION IS LOCATED IN THE CITY OF SAINT CHARLES AT THE
 DF7519'INTERSECTION OF SEEBURGER
 DF7519'ROAD AND HIGHWAY B, APPROXIMATELY 7.8 MI NORTHEAST OF THE CITY OF
 DF7519'SAINT PETERS.
 DF7519'OWNERSHIP-CITY OF SAINT CHARLES.
 DF7519' 
 DF7519'TO REACH THE STATION FROM THE JUNCTION OF THE SR-370 BRIDGE OVER ELM
 DF7519'STREET, GO NORTH
 DF7519'AND NORTHEAST 1.0 MI ON ELM STREET/AIRPORT ROAD--ROAD NAME CHANGES AT
 DF7519'MUELLER
 DF7519'ROAD--TO THE INTERSECTION OF AIRPORT ROAD WITH SEEBURGER ROAD ON THE
 DF7519'LEFT, TURN LEFT
 DF7519'AND GO NORTH 1.15 MI ON SEEBURGER ROAD TO THE INTERSECTION OF
 DF7519'SEEBURGER ROAD WITH
 DF7519'HIGHWAY B, TURN RIGHT AND GO EAST 25 FEET ON HIGHWAY B TO THE STATION
 DF7519'ON THE LEFT. THE
 DF7519'STATION IS A BRONZE CITY OF ST. CHARLES SURVEY MARKER DISK STAMPED
 DF7519'--CSC 28 2003-- SET
 DF7519'INTO THE TOP OF A 12-INCH DIAMETER 54 INCH DEEP CONCRETE MONUMENT AND
 DF7519'SET FLUSH WITH
 DF7519'THE GROUND.
 DF7519' 
 DF7519'THE STATION IS 12.9 FEET NORTH OF THE NORTH EDGE OF HIGHWAY B
 DF7519'PAVEMENT, 148.5 FEET EAST
 DF7519'OF A POWER POLE AT THE NORTHEAST CORNER OF THE INTERSECTION, 23.8 FEET
 DF7519'EAST OF A POWER
 DF7519'POLE, AND 5.5 FEET EAST OF THE END OF A GUY WIRE.
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519' 
 DF7519'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8561 ***********************************************************************
 AA8561  DESIGNATION -  CSL 01
 AA8561  PID         -  AA8561
 AA8561  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8561  USGS QUAD   -  WEBSTER GROVES (1993)
 AA8561
 AA8561                         *CURRENT SURVEY CONTROL
 AA8561  ___________________________________________________________________
 AA8561* NAD 83(1997)-  38 33 55.12061(N)    090 17 53.39060(W)     ADJUSTED  
 AA8561* NAVD 88     -       129.5    (meters)     425.     (feet)  GPS OBS   
 AA8561  ___________________________________________________________________
 AA8561  X           -     -25,986.456 (meters)                     COMP
 AA8561  Y           -  -4,993,562.356 (meters)                     COMP
 AA8561  Z           -   3,954,762.177 (meters)                     COMP
 AA8561  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AA8561  ELLIP HEIGHT-          98.59  (meters)          (02/17/00) GPS OBS
 AA8561  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 AA8561
 AA8561  HORZ ORDER  -  FIRST
 AA8561  ELLP ORDER  -  FOURTH    CLASS I
 AA8561
 AA8561.The horizontal coordinates were established by GPS observations
 AA8561.and adjusted by the National Geodetic Survey in February 2000..
 AA8561
 AA8561.The orthometric height was determined by GPS observations and a
 AA8561.high-resolution geoid model.
 AA8561
 AA8561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8561
 AA8561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8561
 AA8561.The ellipsoidal height was determined by GPS observations
 AA8561.and is referenced to NAD 83.
 AA8561
 AA8561.The geoid height was determined by GEOID03.
 AA8561
 AA8561;                    North         East     Units Scale Factor Converg.
 AA8561;SPC MO E     -   303,197.948   267,589.633   MT  0.99993714   +0 07 33.0
 AA8561;UTM  15      - 4,272,002.025   735,401.083   MT  1.00028246   +1 41 06.4
 AA8561
 AA8561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8561!SPC MO E     -   0.99998453  x   0.99993714  =   0.99992167
 AA8561!UTM  15      -   0.99998453  x   1.00028246  =   1.00026699
 AA8561
 AA8561                          SUPERSEDED SURVEY CONTROL
 AA8561
 AA8561  NAD 83(1997)-  38 33 55.12136(N)    090 17 53.39069(W) AD(       ) 1
 AA8561  NAD 83(1986)-  38 33 55.13631(N)    090 17 53.38710(W) AD(       ) 1
 AA8561
 AA8561.Superseded values are not recommended for survey control.
 AA8561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8561.See file dsdata.txt to determine how the superseded data were derived.
 AA8561
 AA8561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3540172002(NAD 83)
 AA8561_MARKER: DD = SURVEY DISK
 AA8561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8561_STAMPING: CSL-01 1990
 AA8561_MARK LOGO: MODNR 
 AA8561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8561+STABILITY: SURFACE MOTION
 AA8561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8561+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8561
 AA8561  HISTORY     - Date     Condition        Report By
 AA8561  HISTORY     - 1990     MONUMENTED       MODNR
 AA8561
 AA8561                          STATION DESCRIPTION
 AA8561
 AA8561'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8561'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED IN
 AA8561'THE PARKWAY ON THE NE SIDE OF RIVER DES PERES DRIVE ABOUT 990 FT
 AA8561'(301.8 M) NW OF ITS INTERSECTION WITH GRAVOIS ROAD AND OPPOSITE THE
 AA8561'NEW MARCUS CEMETERY.  IT IS 24.22 FT (7.38 M) NORTH OF OF THE CENTER
 AA8561'OF A CONCRETE LIGHT POLE, 26.03 FT (7.93 M) NE OF A CUT CROSS ON THE
 AA8561'NE CURB OF RIVER DES PERES DRIVE, 47.5 FT (14.5 M) SE OF A 9 IN. GUM
 AA8561'TREE, 36.92 FT  (11.25 M) SE OF A CUT CROSS IN THE SE RIM OF A MANHOLE
 AA8561'AND 9.6 FT (2.9 M) SW OF THE TOP OF THE RIP-RAP BACKSLOPE OF RIVER DES
 AA8561'PERES CHANNEL. THE AZIMUTH MARK, CSL-01A, 1990 IS ABOUT 0.55 MILES
 AA8561'(0.89 KM) NW ON THE SAME (NORTHEAST) PARKWAY.  IT IS 57.11 FT (17.41
 AA8561'M) NORTH OF CENTER OF A CONCRETE LIGHT POLE, 55.64 FT (16.96 M) NE OF
 AA8561'A CUT CROSS, 52.38 FT (15.97 M) SOUTH OF THE SE CORNER OF A STORM
 AA8561'SEWER VENT IN THE SW SLOPE OF RIVER DES PERES AND 13 FT (4.0 M) SW OF
 AA8561'THE TOP OF THE RIP-RAP SLOPE OF RIVER DES PERES. STATION AND AZIMUTH
 AA8561'MARK TO REACH TO REACH THE STATION FROM THE INTERSECTION OF MO HWY 30
 AA8561'(GRAVOIS RD) AND MO HWY 21 (TESSON FERRY RD IN AFFTON), MO GO NE ON
 AA8561'HWY 30 FOR 1.75 MILES (2.82 KM) TO TRAFFIC LIGHT INTERSECTION WITH
 AA8561'RIVER DES PERES DR.TURN LEFT AND GO NORTHWESTERLY ON RIVER DES PERES
 AA8561'DR. FOR 0.2 MILES (0.3 KM) TO STATION SITE ON RIGHT (NORTHEAST) SIDE
 AA8561'OF ROAD AS DESCRIBED. TO REACH THE AZIMUTH MARK CSL-01A FROM THE
 AA8561'STATION, CONTINUE NORTHWESTERLY ON RIVER DES PERES DRIVE FOR 0.55
 AA8561'MILES (0.89 KM) TO AZIMUTH MARK ON RIGHT (NORTHEAST) SIDE AS
 AA8561'DESCRIBED. DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8562 ***********************************************************************
 AA8562  DESIGNATION -  CSL 02
 AA8562  PID         -  AA8562
 AA8562  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8562  USGS QUAD   -  WEBSTER GROVES (1993)
 AA8562
 AA8562                         *CURRENT SURVEY CONTROL
 AA8562  ___________________________________________________________________
 AA8562* NAD 83(1997)-  38 36 25.75497(N)    090 16 59.87044(W)     ADJUSTED  
 AA8562* NAVD 88     -       186.7    (meters)     613.     (feet)  GPS OBS   
 AA8562  ___________________________________________________________________
 AA8562  X           -     -24,676.657 (meters)                     COMP
 AA8562  Y           -  -4,990,716.562 (meters)                     COMP
 AA8562  Z           -   3,958,428.619 (meters)                     COMP
 AA8562  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AA8562  ELLIP HEIGHT-         155.68  (meters)          (02/17/00) GPS OBS
 AA8562  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AA8562
 AA8562  HORZ ORDER  -  FIRST
 AA8562  ELLP ORDER  -  FOURTH    CLASS I
 AA8562
 AA8562.The horizontal coordinates were established by GPS observations
 AA8562.and adjusted by the National Geodetic Survey in February 2000..
 AA8562
 AA8562.The orthometric height was determined by GPS observations and a
 AA8562.high-resolution geoid model.
 AA8562
 AA8562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8562
 AA8562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8562
 AA8562.The ellipsoidal height was determined by GPS observations
 AA8562.and is referenced to NAD 83.
 AA8562
 AA8562.The geoid height was determined by GEOID03.
 AA8562
 AA8562;                    North         East     Units Scale Factor Converg.
 AA8562;SPC MO E     -   307,845.473   268,874.285   MT  0.99993772   +0 08 06.8
 AA8562;UTM  15      - 4,276,684.432   736,559.138   MT  1.00028918   +1 41 45.4
 AA8562
 AA8562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8562!SPC MO E     -   0.99997557  x   0.99993772  =   0.99991330
 AA8562!UTM  15      -   0.99997557  x   1.00028918  =   1.00026475
 AA8562
 AA8562                          SUPERSEDED SURVEY CONTROL
 AA8562
 AA8562  NAD 83(1997)-  38 36 25.75568(N)    090 16 59.87053(W) AD(       ) 1
 AA8562  NAD 83(1986)-  38 36 25.77047(N)    090 16 59.86686(W) AD(       ) 1
 AA8562
 AA8562.Superseded values are not recommended for survey control.
 AA8562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8562.See file dsdata.txt to determine how the superseded data were derived.
 AA8562
 AA8562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3655976684(NAD 83)
 AA8562_MARKER: DD = SURVEY DISK
 AA8562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8562_STAMPING: CSL-02 1990
 AA8562_MARK LOGO: MODNR 
 AA8562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8562+STABILITY: SURFACE MOTION
 AA8562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8562+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8562
 AA8562  HISTORY     - Date     Condition        Report By
 AA8562  HISTORY     - 1990     MONUMENTED       MODNR
 AA8562
 AA8562                          STATION DESCRIPTION
 AA8562
 AA8562'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8562'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED IN
 AA8562'THE NORTH PART OF SUBLETTE PARK ON THE NE SIDE OF THE GRAVEL PARKING
 AA8562'AREA ADJACENT TO THE PARK MAINTENANCE BUILDING.  IT IS 89.97 FT (27.42
 AA8562'M) NE OF A CUT CROSS ON A METAL LIGHT POLE, 12.5 FT (3.8 M) WEST OF A
 AA8562'CUT CROSS IN THE WEST F/L OF A 4 FT (1.2 M) SECTION OF 36 IN. DIAMETER
 AA8562'R.C.P. SET IN CONCRETE, 13.6 FT (4.1 M) WNW OF A SIMILAR CUT CROSS IN
 AA8562'ANOTHER PIPE SECTION, 28.38 FT (8.65 M) SE OF THE EASTERLY (BRICK)
 AA8562'CORNER OF THE BUILDING AND 2.6 FT (0.8 M) NE OF THE EDGE OF THE GRAVEL
 AA8562'SURFACE. THE AZIMUTH MARK, CSL-02A, 1990 IS ABOUT 900 FT NE IN THE NW
 AA8562'ANGLE OF THE INTERSECTION OF SUBLETTE AVENUE AND REBER PL.  IT IS 51
 AA8562'1/2 FT WEST OF THE CENTERLINE OF SUBLETTE (NORTH OF INTERSECTION), 32
 AA8562'FT (9.8 M) EAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY, 24.57 FT
 AA8562'(7.49 M) SW OF THE SE CORNER OF A CONCRETE WALL, 4.88 FT (1.49 M)
 AA8562'NORTH OF A CUT CROSS ON THE NORTH CURB OF REBER PL. AND 41.38 FT
 AA8562'(12.61 M) NW OF A CUT CROSS ON THE RIM OF A MANHOLE ON THE SOUTH SIDE
 AA8562'OF REBER PL. STATION AND AZIMUTH MARK TO REACH TO REACH THE STATION
 AA8562'FROM I-44 EXIT 286 (HAMPTON AVENUE) GO SOUTH ON HAMPTON AVENUE FOR 0.7
 AA8562'MILES (1.1 KM) TO SW AVENUE WHICH CROSSES AT A NW-SE ANGLE.  TURN LEFT
 AA8562'AND GO SOUTHEASTERLY AND EASTERLY ON SW AVENUE FOR 0.25 MILES (0.40
 AA8562'KM) TO JANUARY AVENUE.  TURN RIGHT AND GO SOUTH ON JANUARY FOR 100-150
 AA8562'FT TO AN ASPHALT SERVICE DRIVE INTO SUBLETTE PARK ON LEFT (EAST).
 AA8562'TURN LEFT AND FOLLOW DRIVE EASTERLY FOR 0.05 MILES (0.08 KM) TO A
 AA8562'GRAVEL PARKING AREA AT SOUTH END OF THE PARK MAINTENANCE BUILDING AND
 AA8562'STATION SITE AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION
 AA8562'RETURN TO INTERSECTION OF JANUARY AND SW AVENUES AND GO NORTHEASTERLY
 AA8562'ON SW FOR 0.15 MILES (0.24 KM) TO REBER PLACE.  TURN RIGHT AND GO
 AA8562'EASTERLY ON REBER FOR 0.05 MILES (0.08 KM) TO AZIMUTH MARK ON LEFT
 AA8562'(NORTH) IN THE NW ANGLE OF THE INTERSECTION WITH SUBLETTE AVENUE AS
 AA8562'DESCRIBED. DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8563 ***********************************************************************
 AA8563  DESIGNATION -  CSL 03
 AA8563  PID         -  AA8563
 AA8563  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8563  USGS QUAD   -  WEBSTER GROVES (1993)
 AA8563
 AA8563                         *CURRENT SURVEY CONTROL
 AA8563  ___________________________________________________________________
 AA8563* NAD 83(1997)-  38 35 23.53602(N)    090 18 26.88421(W)     ADJUSTED  
 AA8563* NAVD 88     -       150.4    (meters)     493.     (feet)  GPS OBS   
 AA8563  ___________________________________________________________________
 AA8563  X           -     -26,788.282 (meters)                     COMP
 AA8563  Y           -  -4,991,874.309 (meters)                     COMP
 AA8563  Z           -   3,956,906.565 (meters)                     COMP
 AA8563  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AA8563  ELLIP HEIGHT-         119.45  (meters)          (02/17/00) GPS OBS
 AA8563  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 AA8563
 AA8563  HORZ ORDER  -  FIRST
 AA8563  ELLP ORDER  -  FOURTH    CLASS I
 AA8563
 AA8563.The horizontal coordinates were established by GPS observations
 AA8563.and adjusted by the National Geodetic Survey in February 2000..
 AA8563
 AA8563.The orthometric height was determined by GPS observations and a
 AA8563.high-resolution geoid model.
 AA8563
 AA8563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8563
 AA8563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8563
 AA8563.The ellipsoidal height was determined by GPS observations
 AA8563.and is referenced to NAD 83.
 AA8563
 AA8563.The geoid height was determined by GEOID03.
 AA8563
 AA8563;                    North         East     Units Scale Factor Converg.
 AA8563;SPC MO E     -   305,922.355   266,773.113   MT  0.99993680   +0 07 12.3
 AA8563;UTM  15      - 4,274,704.124   734,510.405   MT  1.00027730   +1 40 48.8
 AA8563
 AA8563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8563!SPC MO E     -   0.99998126  x   0.99993680  =   0.99991806
 AA8563!UTM  15      -   0.99998126  x   1.00027730  =   1.00025855
 AA8563
 AA8563                          SUPERSEDED SURVEY CONTROL
 AA8563
 AA8563  NAD 83(1997)-  38 35 23.53677(N)    090 18 26.88431(W) AD(       ) 1
 AA8563  NAD 83(1986)-  38 35 23.55167(N)    090 18 26.88078(W) AD(       ) 1
 AA8563
 AA8563.Superseded values are not recommended for survey control.
 AA8563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8563.See file dsdata.txt to determine how the superseded data were derived.
 AA8563
 AA8563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3451074704(NAD 83)
 AA8563_MARKER: DD = SURVEY DISK
 AA8563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8563_STAMPING: CSL-03 1990
 AA8563_MARK LOGO: MODNR 
 AA8563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8563+STABILITY: SURFACE MOTION
 AA8563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8563+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 AA8563
 AA8563  HISTORY     - Date     Condition        Report By
 AA8563  HISTORY     - 1990     MONUMENTED       MODNR
 AA8563  HISTORY     - 20050908 GOOD             INDIV
 AA8563
 AA8563                          STATION DESCRIPTION
 AA8563
 AA8563'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8563'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS ON THE NW
 AA8563'SIDE OF CHIPPEWA (MO RTE. 366) BETWEEN THE SIDEWALK AND CURB AND ON
 AA8563'THE SE SIDE OF A PARKING LOT FOR A BANK BUILDING AT 6725 CHIPPEWA.  IT
 AA8563'IS 39.17 FT (11.94 M) NE OF A CUT (X) IN THE EAST RIM OF A MANHOLE IN
 AA8563'THE SIDEWALK, 29.78 FT (9.08 M) SSW OF A CHISELED (X) IN THE SE
 AA8563'CONCRETE BASE OF A LIGHT POLE, 30 FT N OF CENTERLINE OF CHIPPEWA,
 AA8563'24.29 FT (7.40 M) NE OF THE CENTER OF A FIRE HYDRANT, 2.4 FT (0.7 M)
 AA8563'SE OF A CHISELED (V) ON THE SE EDGE OF THE SIDEWALK AND 3.02 FT (0.92
 AA8563'M) NW OF THE BACK OF CURB. THE AZIMUTH MARK IS 1/4 MILE NE ON THE SE
 AA8563'SIDE OF CHIPPEWA IN A TRAFFIC ISLAND OF A Y-INTERSECTION WITH DONOVAN
 AA8563'AVENUE.  IT IS 32.63 FT (9.95 M) SW OF A CUT (X) ON THE EAST CORNER OF
 AA8563'A TRAFFIC SIGNAL BASE, 17.49 FT (5.33 M) SSE OF THE EAST FACE OF A
 AA8563'CONCRETE LIGHT POLE, 12.71 FT (3.87 M) NW OF A CUT (X) IN THE WEST
 AA8563'CORNER OF A (YIELD) SIGN BASE AND 5.38 FT (1.64 M) NE OF THE BACK OF
 AA8563'THE ISLAND CURB AT A CUT (V) ON CURB. STATION AND AZIMUTH MARK TO
 AA8563'REACH TO REACH THE STATION FROM THE CENTER OF I-44 EXIT 284 WITH
 AA8563'JAMIESON AVENUE GO SOUTH ON JAMIESON FOR 1.2 MILES (1.9 KM) TO TRAFFIC
 AA8563'LIGHT INTERSECTION WITH CHIPPEWA, TURN LEFT AND GO NE ON CHIPPEWA FOR
 AA8563'0.15 MILES (0.24 KM) TO STATION ON LEFT (NORTHWEST) AS DESCRIBED. TO
 AA8563'REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NE ON CHIPPEWA FOR
 AA8563'0.25 MILES (0.40 KM) TO AZIMUTH MARK ON RIGHT (SOUTHEAST) SIDE OF
 AA8563'STREET IN TRAFFIC ISLAND AT DONOVAN AVENUE AS DESCRIBED. DATE OF
 AA8563'REPORT 06-06-1995
 AA8563
 AA8563                          STATION RECOVERY (2005)
 AA8563
 AA8563'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BB)
 AA8563'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8564 ***********************************************************************
 AA8564  DESIGNATION -  CSL 04
 AA8564  PID         -  AA8564
 AA8564  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8564  USGS QUAD   -  WEBSTER GROVES (1993)
 AA8564
 AA8564                         *CURRENT SURVEY CONTROL
 AA8564  ___________________________________________________________________
 AA8564* NAD 83(1997)-  38 32 29.59913(N)    090 16 13.24683(W)     ADJUSTED  
 AA8564* NAVD 88     -       127.9    (meters)     420.     (feet)  GPS OBS   
 AA8564  ___________________________________________________________________
 AA8564  X           -     -23,569.774 (meters)                     COMP
 AA8564  Y           -  -4,995,216.738 (meters)                     COMP
 AA8564  Z           -   3,952,698.925 (meters)                     COMP
 AA8564  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AA8564  ELLIP HEIGHT-          97.06  (meters)          (02/17/00) GPS OBS
 AA8564  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 AA8564
 AA8564  HORZ ORDER  -  FIRST
 AA8564  ELLP ORDER  -  FOURTH    CLASS I
 AA8564
 AA8564.The horizontal coordinates were established by GPS observations
 AA8564.and adjusted by the National Geodetic Survey in February 2000..
 AA8564
 AA8564.The orthometric height was determined by GPS observations and a
 AA8564.high-resolution geoid model.
 AA8564
 AA8564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8564
 AA8564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8564
 AA8564.The ellipsoidal height was determined by GPS observations
 AA8564.and is referenced to NAD 83.
 AA8564
 AA8564.The geoid height was determined by GEOID03.
 AA8564
 AA8564;                    North         East     Units Scale Factor Converg.
 AA8564;SPC MO E     -   300,566.732   270,020.486   MT  0.99993827   +0 08 35.1
 AA8564;UTM  15      - 4,269,437.010   737,903.498   MT  1.00029705   +1 42 05.7
 AA8564
 AA8564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8564!SPC MO E     -   0.99998477  x   0.99993827  =   0.99992304
 AA8564!UTM  15      -   0.99998477  x   1.00029705  =   1.00028182
 AA8564
 AA8564                          SUPERSEDED SURVEY CONTROL
 AA8564
 AA8564  NAD 83(1997)-  38 32 29.59988(N)    090 16 13.24692(W) AD(       ) 1
 AA8564  NAD 83(1986)-  38 32 29.61521(N)    090 16 13.24329(W) AD(       ) 1
 AA8564
 AA8564.Superseded values are not recommended for survey control.
 AA8564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8564.See file dsdata.txt to determine how the superseded data were derived.
 AA8564
 AA8564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3790369437(NAD 83)
 AA8564_MARKER: DD = SURVEY DISK
 AA8564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8564_STAMPING: CSL-04 1990
 AA8564_MARK LOGO: MODNR 
 AA8564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8564+STABILITY: SURFACE MOTION
 AA8564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8564+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8564
 AA8564  HISTORY     - Date     Condition        Report By
 AA8564  HISTORY     - 1990     MONUMENTED       MODNR
 AA8564
 AA8564                          STATION DESCRIPTION
 AA8564
 AA8564'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8564'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS ON THE WEST
 AA8564'LEVEE OF RIVER DES PERES ON THE NE SIDE OF NELLIE AVE  AT ITS TERMINUS
 AA8564'WITH THE LEVEE.  IT IS 45 FT (13.7 M) NORTH OF THE INTERSECTION OF THE
 AA8564'CENTER LINES OF NELLIE AVE AND THE WEST LEVEE, 78.30 FT (23.87 M) SE
 AA8564'OF THE SOUTH COLUMN OF THE PORCH AT HOUSE NO. 103 NELLIE, 79.19 FT
 AA8564'(24.14 M) NNE OF AN ALUMINUM NAIL AND SHINER 7.2 FT (2.2 M) ABOVE
 AA8564'GROUND IN THE EAST SIDE OF A POWER POLE BETWEEN THE LEVEE AND A GRAVEL
 AA8564'LANE SOUTH, 70.37 FT (21.45 M) SSW OF A CHISELED (X) IN THE SE BOLT OF
 AA8564'THE SE CONCRETE FOOTING OF A POWER LINE TOWER AND 45.98 FT (14.01 M)
 AA8564'EAST OF AN ALUMINUM NAIL AND SHINER 7.4 FT (2.3 M) ABOVE GROUND IN THE
 AA8564'NORTH SIDE OF A POWER POLE. THE AZIMUTH MARK IS ABOUT 1/4 MILE NORTH
 AA8564'ON THE EAST LEVEE OF THE RIVER AT ITS INTERSECTION WITH THE SE SIDE OF
 AA8564'THE LEMAY FERRY ROAD BRIDGE OVER THE RIVER.  IT IS 66.3 FT (20.2 M)
 AA8564'SSW OF THE CENTER OF A METAL LIGHT POLE, 42.64 FT (13.00 M) WSW OF A
 AA8564'CHISELED (X) ON THE SOUTH CORNER OF A CONCRETE WALK AREA AND AT A
 AA8564'CORNER POST OF A CHAIN LINK FENCE, 54.64 FT (16.65 M) ESE OF A CUT (X)
 AA8564'ON THE SE HANDRAIL OF THE BRIDGE AND 13.5 FT (4.1 M) SSE OF ANOTHER
 AA8564'CUT (X) ON THE SE HANDRAIL, 116.33 FT (35.46 M) NNW OF A CUT CROSS ON
 AA8564'THE NW CORNER OF A CONCRETE SLAB FOR A PUMPING STATION, 116.31 FT
 AA8564'(35.45 M) NW OF A NAIL AND SHINER IN THE WEST SIDE OF A POWER POLE,
 AA8564'AND 102.02 FT (31.10 M) NW OF A CORNER POST STATION AND AZIMUTH MARK
 AA8564'TO REACH TO REACH THE STATION FROM THE CENTER OF I-55 EXIT 201A
 AA8564'(BAYLESS AVE) GO SE ON BAYLESS FOR 0.7 MILES (1.1 KM) TO LEMAY FERRY
 AA8564'RD (MO RTE 267), TURN LEFT AND GO NE ON LEMAY FERRY FOR 0.4 MILES (0.6
 AA8564'KM) TO TRAFFIC LIGHT INTERSECTION WITH MILITARY ROAD.  TURN RIGHT AND
 AA8564'GO SOUTHERLY ON MILITARY ROAD FOR 250 FT TO NELLIE AVE ON LEFT (EAST),
 AA8564'TURN LEFT AND GO SOUTHEASTERLY ON NELLIE AVE  FOR 0.2 MILES (0.3 KM)
 AA8564'TO END AT WEST LEVEE OF RIVER DES PERES AND STATION SITE ON LEVEE AS
 AA8564'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE TRAFFIC LIGHT
 AA8564'INTERSECTION OF LEMAY FERRY AND MILITARY ROAD GO NE ON LEMAY FERRY FOR
 AA8564'0.2 MILES (0.3 KM) AND STATION SITE ON RIGHT (SE) SIDE ON EASTERLY
 AA8564'LEVEE OF RIVER DES PERES AS DESCRIBED.  THE SITE IS IN THE SOUTHERLY
 AA8564'ANGLE OF A TRAFFIC LIGHT INTERSECTION ON THE NE SIDE OF THE RIVER FROM
 AA8564'WHICH LEMAY FERRY GOES SW, GERMANIA AVE  GOES NW, ALABAMA AVE  GOES
 AA8564'NE, AND MARCEAU ST GOES SE. DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8565 ***********************************************************************
 AA8565  DESIGNATION -  CSL 05
 AA8565  PID         -  AA8565
 AA8565  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8565  USGS QUAD   -  CAHOKIA (1993)
 AA8565
 AA8565                         *CURRENT SURVEY CONTROL
 AA8565  ___________________________________________________________________
 AA8565* NAD 83(1997)-  38 33 31.94242(N)    090 14 40.26592(W)     ADJUSTED  
 AA8565* NAVD 88     -       130.4    (meters)     428.     (feet)  GPS OBS   
 AA8565  ___________________________________________________________________
 AA8565  X           -     -21,312.903 (meters)                     COMP
 AA8565  Y           -  -4,994,030.758 (meters)                     COMP
 AA8565  Z           -   3,954,203.902 (meters)                     COMP
 AA8565  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AA8565  ELLIP HEIGHT-          99.53  (meters)          (02/17/00) GPS OBS
 AA8565  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 AA8565
 AA8565  HORZ ORDER  -  FIRST
 AA8565  ELLP ORDER  -  FOURTH    CLASS I
 AA8565
 AA8565.The horizontal coordinates were established by GPS observations
 AA8565.and adjusted by the National Geodetic Survey in February 2000..
 AA8565
 AA8565.The orthometric height was determined by GPS observations and a
 AA8565.high-resolution geoid model.
 AA8565
 AA8565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8565
 AA8565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8565
 AA8565.The ellipsoidal height was determined by GPS observations
 AA8565.and is referenced to NAD 83.
 AA8565
 AA8565.The geoid height was determined by GEOID03.
 AA8565
 AA8565;                    North         East     Units Scale Factor Converg.
 AA8565;SPC MO E     -   302,494.919   272,266.754   MT  0.99993944   +0 09 33.3
 AA8565;UTM  15      - 4,271,426.314   740,097.282   MT  1.00030996   +1 43 06.1
 AA8565
 AA8565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8565!SPC MO E     -   0.99998438  x   0.99993944  =   0.99992382
 AA8565!UTM  15      -   0.99998438  x   1.00030996  =   1.00029434
 AA8565
 AA8565                          SUPERSEDED SURVEY CONTROL
 AA8565
 AA8565  NAD 83(1997)-  38 33 31.94315(N)    090 14 40.26602(W) AD(       ) 1
 AA8565  NAD 83(1986)-  38 33 31.95829(N)    090 14 40.26229(W) AD(       ) 1
 AA8565
 AA8565.Superseded values are not recommended for survey control.
 AA8565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8565.See file dsdata.txt to determine how the superseded data were derived.
 AA8565
 AA8565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4009771426(NAD 83)
 AA8565_MARKER: DD = SURVEY DISK
 AA8565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8565_STAMPING: CSL-05 1990
 AA8565_MARK LOGO: MODNR 
 AA8565_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8565+STABILITY: SURFACE MOTION
 AA8565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8565+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8565
 AA8565  HISTORY     - Date     Condition        Report By
 AA8565  HISTORY     - 1990     MONUMENTED       MODNR
 AA8565
 AA8565                          STATION DESCRIPTION
 AA8565
 AA8565'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8565'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED IN
 AA8565'THE EAST ANGLE OF THE INTERSECTION OF BROADWAY AND FILLMORE STREET IN
 AA8565'A GRASSY AREA BETWEEN THE BROADWAY SIDEWALK AND THE GRAVEL PARKING
 AA8565'AREA ON THE SW SIDE OF THE WESTERN BLOW PIPE AND SHEET METAL COMPANY
 AA8565'AT 5922 BROADWAY.  IT IS 28.01 FT (8.54 M) SW OF A CUT (X) ON A
 AA8565'CONCRETE WALL AT THE END OF A WING WALL GOING SW FROM THE WEST CORNER
 AA8565'OF THE BUILDING, 26 FT NE OF TH CENTERLINE OF FILLMORE ST., 15.68 FT
 AA8565'(4.78 M) NE OF A CUT (X) ON THE NE CURB OF FILLMORE, 11.84 FT (3.61 M)
 AA8565'SE OF ANOTHER CUT (X) ON THE SE STONE CURB OF BROADWAY, 1.5 FT (0.5 M)
 AA8565'SE OF THE BROADWAY SIDEWALK, AND 2 FT (0.6 M) SW OF A CARSONITE
 AA8565'WITNESS POST THE AZIMUTH MARK IS ABOUT 0.35 MILES (0.56 KM) SW ABOUT
 AA8565'165 FT NE OF THE CENTERLINE OF MOTT STREET BETWEEN THE NW CURB AND
 AA8565'SIDEWALK OF BROADWAY AND IN LINE WITH THE SW CHAIN LINK FENCE AROUND A
 AA8565'PARKING AREA JUST NE OF THE CHEMTECH CORPORATE LABORATORY AT 6529
 AA8565'BROADWAY. IT IS 64.09 FT (19.53 M) NE OF A CUT (X) ON THE N.  CORNER
 AA8565'OF A CAST IRON WATER METER FRAME IN THE SIDEWALK, 7.78 FT (2.37 M) SE
 AA8565'OF A CUT (X) ON THE SE END OF A STEPPED CONCRETE WALL, 39.72 FT (12.11
 AA8565'M) SW OF AN ALUMINUM NAIL AND SHINER IN THE NW SIDE OF A UTILITY POLE,
 AA8565'1.5 FT (0.5 M) NW OF BACK OF CURB AND 0.7 FT (21.3 CM) SE OF THE
 AA8565'SIDEWALK, AND 2 FT (0.6 M) SW OF A CARSONITE WITNESS POST STATION AND
 AA8565'AZIMUTH MARK TO REACH TO REACH THE AZIMUTH MARK FROM THE CENTER OF
 AA8565'I-55 EXIT 202B (LOUGHBOROUGH AVE) GO SE ON LOUGHBOROUGH FOR 0.45 MILES
 AA8565'(0.72 KM) TO THE TRAFFIC LIGHT INTERSECTION WITH BROADWAY.  TURN LEFT
 AA8565'AND GO NE ON BROADWAY FOR 0.25 MILES (0.40 KM) TO THE AZIMUTH MARK ON
 AA8565'LEFT (NW) SIDE JUST BEYOND MOTT STREET AS DESCRIBED. TO REACH THE
 AA8565'STATION FROM THE AZIMUTH MARK, CONTINUE NE ON BROADWAY FOR 0.35 MILES
 AA8565'(0.56 KM) TO THE STATION SITE ON RIGHT (SE) SIDE IN THE EAST ANGLE OF
 AA8565'THE INTERSECTION WITH FILLMORE STREET AS DESCRIBED. DATE OF REPORT
 AA8565'06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8566 ***********************************************************************
 AA8566  DESIGNATION -  CSL 06
 AA8566  PID         -  AA8566
 AA8566  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8566  USGS QUAD   -  WEBSTER GROVES (1993)
 AA8566
 AA8566                         *CURRENT SURVEY CONTROL
 AA8566  ___________________________________________________________________
 AA8566* NAD 83(1997)-  38 34 34.77474(N)    090 16 09.35436(W)     ADJUSTED  
 AA8566* NAVD 88     -       145.0    (meters)     476.     (feet)  GPS OBS   
 AA8566  ___________________________________________________________________
 AA8566  X           -     -23,464.264 (meters)                     COMP
 AA8566  Y           -  -4,992,824.604 (meters)                     COMP
 AA8566  Z           -   3,955,727.868 (meters)                     COMP
 AA8566  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AA8566  ELLIP HEIGHT-         114.12  (meters)          (02/17/00) GPS OBS
 AA8566  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 AA8566
 AA8566  HORZ ORDER  -  FIRST
 AA8566  ELLP ORDER  -  FOURTH    CLASS I
 AA8566
 AA8566.The horizontal coordinates were established by GPS observations
 AA8566.and adjusted by the National Geodetic Survey in February 2000..
 AA8566
 AA8566.The orthometric height was determined by GPS observations and a
 AA8566.high-resolution geoid model.
 AA8566
 AA8566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8566
 AA8566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8566
 AA8566.The ellipsoidal height was determined by GPS observations
 AA8566.and is referenced to NAD 83.
 AA8566
 AA8566.The geoid height was determined by GEOID03.
 AA8566
 AA8566;                    North         East     Units Scale Factor Converg.
 AA8566;SPC MO E     -   304,426.545   270,105.057   MT  0.99993831   +0 08 38.0
 AA8566;UTM  15      - 4,273,299.080   737,883.012   MT  1.00029692   +1 42 12.8
 AA8566
 AA8566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8566!SPC MO E     -   0.99998209  x   0.99993831  =   0.99992041
 AA8566!UTM  15      -   0.99998209  x   1.00029692  =   1.00027901
 AA8566
 AA8566                          SUPERSEDED SURVEY CONTROL
 AA8566
 AA8566  NAD 83(1997)-  38 34 34.77547(N)    090 16 09.35445(W) AD(       ) 1
 AA8566  NAD 83(1986)-  38 34 34.79049(N)    090 16 09.35070(W) AD(       ) 1
 AA8566
 AA8566.Superseded values are not recommended for survey control.
 AA8566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8566.See file dsdata.txt to determine how the superseded data were derived.
 AA8566
 AA8566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3788373299(NAD 83)
 AA8566_MARKER: DD = SURVEY DISK
 AA8566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8566_STAMPING: CSL-06 1990
 AA8566_MARK LOGO: MODNR 
 AA8566_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8566+STABILITY: SURFACE MOTION
 AA8566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8566+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8566
 AA8566  HISTORY     - Date     Condition        Report By
 AA8566  HISTORY     - 1990     MONUMENTED       MODNR
 AA8566
 AA8566                          STATION DESCRIPTION
 AA8566
 AA8566'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8566'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED IN
 AA8566'THE WEST ANGLE OF THE INTERSECTION OF MORGANFORD ROAD AND BATES STREET
 AA8566'AND AT THE EAST CORNER OF SAINT MATTHEW CEMETERY.  IT IS 21.6 FT (6.6
 AA8566'M) SW OF THE CENTERLINE OF BATES, 29.0 FT (8.8 M) SE OF A CUT (X) IN
 AA8566'THE EAST CORNER OF A CONCRETE CURB INLET COVER, 1.5 FT (0.5 M) BACK OF
 AA8566'CURB, 7.0 FT (2.1 M) NW OF A CUT (X) ON THE WEST CORNER OF A CONCRETE
 AA8566'TRAFFIC SIGNAL BASE, 17.1 FT (5.2 M) NW OF THE CENTER OF A CONCRETE
 AA8566'LIGHT POLE, 18.4 FT (5.6 M) NW OF THE EAST CORNER POST OF THE
 AA8566'CEMETERY, 9.2 FT (2.8 M) NE OF THE FENCE, 1.9 FT  (0.6 M) NE OF THE
 AA8566'EDGE OF THE SIDEWALK, AND 2 FT (0.6 M) NE OF A CARSONITE WITNESS POST
 AA8566'THE AZIMUTH MARK IS ABOUT 1/4 MILE SE ON THE NE SIDE OF BATES ST IN
 AA8566'FRONT OF A FORMER ENTRANCE GATE TO CONCORDIA CEMETERY AND JUST NW OF
 AA8566'THE CREST OF A HILL.  IT IS 29.1 FT (8.9 M) WNW OF A CUT (X) ON THE
 AA8566'CONCRETE WALL WITH A CHAIN LINK FENCE AROUND THE CEMETERY, 22.5 FT
 AA8566'(6.9 M) NE OF THE CENTERLINE OF BATES, 1.3 FT  (0.4 M) NE OF BACK OF
 AA8566'CURB, 27.3 FT (8.3 M) SE OF ANOTHER CUT (X) ON THE WALL WITH FENCE,
 AA8566'7.6 FT (2.3 M) SW OF THE WALL AT THE CENTER OF THE FORMER ENTRANCE,
 AA8566'2.1 FT (0.6 M) SW OF THE SIDEWALK, AND 2 FT (0.6 M) SE OF A CARSONITE
 AA8566'WITNESS POST STATION AND AZIMUTH MARK TO REACH TO REACH THE AZIMUTH
 AA8566'MARK FROM I-55 EXIT 203 (GOING SOUTH) (BATES ST.) GO NW ON BATES
 AA8566'STREET FOR 1.35 MILES (2.17 KM) TO THE AZIMUTH MARK ON RIGHT (NE) SIDE
 AA8566'AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK CONTINUE NE
 AA8566'ON BATES STREET FOR 0.2 MILES (0.3 KM) TO THE TRAFFIC LIGHT
 AA8566'INTERSECTION WITH MORGANFORD ROAD AND THE STATION ON THE LEFT (SW)
 AA8566'SIDE OF BATES IN THE WEST ANGLE OF THE INTERSECTION AS DESCRIBED. DATE
 AA8566'OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8567 ***********************************************************************
 AA8567  DESIGNATION -  CSL 07
 AA8567  PID         -  AA8567
 AA8567  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8567  USGS QUAD   -  CLAYTON (1993)
 AA8567
 AA8567                         *CURRENT SURVEY CONTROL
 AA8567  ___________________________________________________________________
 AA8567* NAD 83(1997)-  38 37 56.74436(N)    090 18 02.19993(W)     ADJUSTED  
 AA8567* NAVD 88     -       167.8    (meters)     551.     (feet)  GPS OBS   
 AA8567  ___________________________________________________________________
 AA8567  X           -     -26,175.494 (meters)                     COMP
 AA8567  Y           -  -4,988,942.878 (meters)                     COMP
 AA8567  Z           -   3,960,608.967 (meters)                     COMP
 AA8567  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AA8567  ELLIP HEIGHT-         136.74  (meters)          (02/17/00) GPS OBS
 AA8567  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AA8567
 AA8567  HORZ ORDER  -  FIRST
 AA8567  ELLP ORDER  -  FOURTH    CLASS I
 AA8567
 AA8567.The horizontal coordinates were established by GPS observations
 AA8567.and adjusted by the National Geodetic Survey in February 2000..
 AA8567
 AA8567.The orthometric height was determined by GPS observations and a
 AA8567.high-resolution geoid model.
 AA8567
 AA8567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8567
 AA8567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8567
 AA8567.The ellipsoidal height was determined by GPS observations
 AA8567.and is referenced to NAD 83.
 AA8567
 AA8567.The geoid height was determined by GEOID03.
 AA8567
 AA8567;                    North         East     Units Scale Factor Converg.
 AA8567;SPC MO E     -   310,647.588   267,360.204   MT  0.99993704   +0 07 28.1
 AA8567;UTM  15      - 4,279,445.215   734,968.726   MT  1.00027994   +1 41 09.8
 AA8567
 AA8567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8567!SPC MO E     -   0.99997855  x   0.99993704  =   0.99991559
 AA8567!UTM  15      -   0.99997855  x   1.00027994  =   1.00025848
 AA8567
 AA8567                          SUPERSEDED SURVEY CONTROL
 AA8567
 AA8567  NAD 83(1997)-  38 37 56.74507(N)    090 18 02.20003(W) AD(       ) 1
 AA8567  NAD 83(1986)-  38 37 56.75956(N)    090 18 02.19638(W) AD(       ) 1
 AA8567
 AA8567.Superseded values are not recommended for survey control.
 AA8567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8567.See file dsdata.txt to determine how the superseded data were derived.
 AA8567
 AA8567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3496979445(NAD 83)
 AA8567_MARKER: DD = SURVEY DISK
 AA8567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8567_STAMPING: CSL-07 1990
 AA8567_MARK LOGO: MODNR 
 AA8567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8567+STABILITY: SURFACE MOTION
 AA8567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8567+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8567
 AA8567  HISTORY     - Date     Condition        Report By
 AA8567  HISTORY     - 1990     MONUMENTED       MODNR
 AA8567
 AA8567                          STATION DESCRIPTION
 AA8567
 AA8567'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8567'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED AT
 AA8567'THE EAST END OF AND BETWEEN OVERPASSES OF US HWY 40 (I-64) FOR OAKLAND
 AA8567'AVENUE (SOUTH OF STATION) AND THE EASTBOUND ON RAMP FROM CLAYTON ROAD
 AA8567'(NORTH OF STATION).  IT IS 26.50 FT (8.08 M) NORTH OF A CUT (X) ON THE
 AA8567'NORTH CURB OF OAKLAND 44.37 FT (13.52 M) NE OF CENTER OF A METAL LIGHT
 AA8567'POLE, 23.88 FT (7.28 M) NE OF A CUT (X) ON THE SE CONCRETE WALL OF US
 AA8567'HWY 40 BETWEEN THE OVERPASSES 6.41 FT (1.95 M) SW OF A CUT (X) ON A
 AA8567'CONCRETE WALL ON THE SOUTH SIDE OF THE ON RAMP, 14.89 FT (4.54 M) WSW
 AA8567'OF THE TERMINAL POST OF A CHAIN LINK FENCE AND 2 FT (0.6 M) EAST OF A
 AA8567'CARSONITE WITNESS POST THE AZIMUTH MARK IS ABOUT 0.25 MILES (0.40 KM)
 AA8567'EAST AT THE EAST END OF THE ZOO PARKING LOT.  IT IS 192 FT (58.5 M)
 AA8567'NORTH OF THE NORTH EDGE OF AN ASPHALT JOGGING TRAIL, 201 1/2 FT NNE OF
 AA8567'THE SE CORNER POST OF THE CHAIN LINK FENCE AROUND THE LOT, 120 1/2 FT
 AA8567'SSE OF THE NE CORNER POST OF THE SAME FENCE, 142 FT (43.3 M) BACK OF
 AA8567'THE SOUTH CURB OF WELLS DRIVE, 71.23 FT (21.71 M) NNW OF AN ALUMINUM
 AA8567'NAIL IN A NOTCH AT THE BASE OF THE EAST SIDE OF A 23 IN. SHINGLE OAK,
 AA8567'41.88 FT (12.77 M) NE OF AN ALUMINUM NAIL 3 FT (0.9 M) ABOVE GROUND IN
 AA8567'THE EAST SIDE OF A 6 IN. LOCUST IN A CLUMP AT THE FENCE, 31.96 FT
 AA8567'(9.74 M) SE OF AN ALUMINUM NAIL IN THE EAST SIDE OF AN 8 IN. LOCUST IN
 AA8567'THE FENCE (2.8 FT ABOVE GROUND), AND 15.6 FT (4.8 M) EAST OF THE CHAIN
 AA8567'LINK FENCE, AND 15.6 FEET (4.8 M) EAST OF A CARSONITE WITNESS POST
 AA8567'STATION AND AZIMUTH MARK TO REACH TO REACH THE AZIMUTH MARK FROM THE
 AA8567'CENTER OF THE HAMPTON AVENUE (FOREST PARK ZOO) EXIT OF US HWY 40
 AA8567'(I-64) GO NORTH ON HAMPTON INTO FOREST PARK FOR 0.1 MILES (0.2 KM) TO
 AA8567'TRAFFIC LIGHT INTERSECTION WITH WELLS DRIVE, TURN LEFT AND GO WEST ON
 AA8567'WELLS DRIVE FOR 0.2 MILES (0.3 KM) TO EAST END OF ZOO PARKING LOT AND
 AA8567'AZIMUTH MARK ON LEFT (SOUTH) SIDE OF ROAD AS DESCRIBED. TO REACH THE
 AA8567'STATION FROM THE AZIMUTH MARK, CONTINUE WEST ON WELLS DRIVE AN
 AA8567'ADDITIONAL 0.25 MILES (0.40 KM) TO THE WEST END OF THE ZOO PARKING LOT
 AA8567'AND AN UNNAMED STREET LEFT WHICH LEAVES THE PARK.  TURN LEFT AND GO
 AA8567'SOUTH ON THE UNNAMED STREET (CROSSING OVER US HWY 40) FOR 0.1 MILES
 AA8567'(0.2 KM) TO A T-INTERSECTION WITH OAKLAND AVENUE.  TURN RIGHT AND TO
 AA8567'WEST ON OAKLAND FOR 0.4 MILES (0.6 KM) TO STATION SITE ON RIGHT
 AA8567'(NORTH) SIDE OF OAKLAND BEHIND GUARDRAIL AT EAST END OF OAKLAND AVENUE
 AA8567'OVERPASS OF US HWY 40 AS DESCRIBED. STATION IS ON MSHTD RIGHT-OF-WAY.
 AA8567'DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8568 ***********************************************************************
 AA8568  DESIGNATION -  CSL 08
 AA8568  PID         -  AA8568
 AA8568  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8568  USGS QUAD   -  CAHOKIA (1993)
 AA8568
 AA8568                         *CURRENT SURVEY CONTROL
 AA8568  ___________________________________________________________________
 AA8568* NAD 83(1997)-  38 34 51.21807(N)    090 13 41.73191(W)     ADJUSTED  
 AA8568* NAVD 88     -       153.3    (meters)     503.     (feet)  GPS OBS   
 AA8568  ___________________________________________________________________
 AA8568  X           -     -19,889.691 (meters)                     COMP
 AA8568  Y           -  -4,992,530.430 (meters)                     COMP
 AA8568  Z           -   3,956,129.435 (meters)                     COMP
 AA8568  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AA8568  ELLIP HEIGHT-         122.43  (meters)          (02/17/00) GPS OBS
 AA8568  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 AA8568
 AA8568  HORZ ORDER  -  FIRST
 AA8568  ELLP ORDER  -  FOURTH    CLASS I
 AA8568
 AA8568.The horizontal coordinates were established by GPS observations
 AA8568.and adjusted by the National Geodetic Survey in February 2000..
 AA8568
 AA8568.The orthometric height was determined by GPS observations and a
 AA8568.high-resolution geoid model.
 AA8568
 AA8568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8568
 AA8568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8568
 AA8568.The ellipsoidal height was determined by GPS observations
 AA8568.and is referenced to NAD 83.
 AA8568
 AA8568.The geoid height was determined by GEOID03.
 AA8568
 AA8568;                    North         East     Units Scale Factor Converg.
 AA8568;SPC MO E     -   304,943.319   273,676.637   MT  0.99994023   +0 10 10.1
 AA8568;UTM  15      - 4,273,913.107   741,440.511   MT  1.00031792   +1 43 45.6
 AA8568
 AA8568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8568!SPC MO E     -   0.99998079  x   0.99994023  =   0.99992102
 AA8568!UTM  15      -   0.99998079  x   1.00031792  =   1.00029870
 AA8568
 AA8568                          SUPERSEDED SURVEY CONTROL
 AA8568
 AA8568  NAD 83(1997)-  38 34 51.21878(N)    090 13 41.73201(W) AD(       ) 1
 AA8568  NAD 83(1986)-  38 34 51.23384(N)    090 13 41.72816(W) AD(       ) 1
 AA8568
 AA8568.Superseded values are not recommended for survey control.
 AA8568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8568.See file dsdata.txt to determine how the superseded data were derived.
 AA8568
 AA8568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4144173913(NAD 83)
 AA8568_MARKER: DD = SURVEY DISK
 AA8568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8568_STAMPING: CSL-08 1990
 AA8568_MARK LOGO: MODNR 
 AA8568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8568+STABILITY: SURFACE MOTION
 AA8568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8568+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 AA8568
 AA8568  HISTORY     - Date     Condition        Report By
 AA8568  HISTORY     - 1990     MONUMENTED       MODNR
 AA8568  HISTORY     - 20050926 GOOD             EDSI
 AA8568
 AA8568                          STATION DESCRIPTION
 AA8568
 AA8568'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8568'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED IN
 AA8568'THE NW ANGLE OF THE TRAFFIC LIGHT INTERSECTION OF BROADWAY AND
 AA8568'GASCONADE STREETS AND NEAR THE SE CORNER OF A LARGE FENCED AREA.  IT
 AA8568'IS 48.8 FT (14.9 M) SSE OF A CUT (X) ON TOP OF A 6 IN STEEL POST
 AA8568'FILLED WITH CONCRETE AT A SLIDING GATE OF THE FENCE, 14 1/2 FT EAST OF
 AA8568'THE FENCE, 30.8 FT  (9.4 M) NE OF A CUT (X) ON THE SE CORNER OF A
 AA8568'CONCRETE TRAFFIC SIGNAL BASE, 5.6 FT (1.7 M) NNE OF A CUT (X) ON A NE
 AA8568'FLANGE BOLT OF A FIRE HYDRANT, 3.6 FT (1.1 M) WEST OF A CUT (X) ON THE
 AA8568'STONE CURB, AND 2 FT (0.6 M) NE OF A CARSONITE WITNESS POST THE
 AA8568'AZIMUTH MARK IS ABOUT 0.35 MILES (0.56 KM) SW ON THE SE SIDE OF
 AA8568'BROADWAY 50 FT SW OF AN ENTRANCE TO THE CHARITON SQUARE SHOPPING
 AA8568'CENTER AND ON THE WEST SIDE OF A SCHNUCKS MARKET. IT IS 30.1 FT (9.2
 AA8568'M) SOUTH OF A CUT (X) ON THE SOUTH CURB RETURN OF THE ENTRANCE, 11.9
 AA8568'FT (3.6 M) SE OF THE CENTER OF A CONCRETE LIGHT POLE, 12.3 FT (3.7 M)
 AA8568'SE OF A CUT (X) ON THE SE BROADWAY CURB, 22.4 FT (6.8 M) ENE OF
 AA8568'ANOTHER CUT (X) ON THE SAME CURB, 7.6 FT (2.3 M) NW OF AN ASPHALT CURB
 AA8568'OF THE PARKING LOT AND 1.7 FT (0.5 M) SE OF THE CONCRETE SIDEWALK, AND
 AA8568'2 FT (0.6 M) SW OF A CARSONITE WITNESS POST STATION AND AZIMUTH MARK
 AA8568'TO REACH TO REACH THE AZIMUTH MARK FROM THE CENTER OF I-55 EXIT 204
 AA8568'(BROADWAY) GO NORTH ON BROADWAY FOR 0.25 MILES (0.40 KM) TO THE
 AA8568'AZIMUTH MARK ON RIGHT (EAST) SIDE OF STREET AS DESCRIBED. TO REACH THE
 AA8568'STATION FROM THE AZIMUTH MARK CONTINUE NORTH ON BROADWAY FOR 0.35
 AA8568'MILES (0.56 KM) TO TRAFFIC LIGHT INTERSECTION WITH GASCONADE STREET
 AA8568'AND STATION SITE IN NW ANGLE ON LEFT AS DESCRIBED. DATE OF REPORT
 AA8568'06-06-1995
 AA8568
 AA8568                          STATION RECOVERY (2005)
 AA8568
 AA8568'RECOVERY NOTE BY ENGINEERING DESIGN SOURCE 2005 (BB)
 AA8568'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8569 ***********************************************************************
 AA8569  DESIGNATION -  CSL 09
 AA8569  PID         -  AA8569
 AA8569  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8569  USGS QUAD   -  CAHOKIA (1993)
 AA8569
 AA8569                         *CURRENT SURVEY CONTROL
 AA8569  ___________________________________________________________________
 AA8569* NAD 83(1997)-  38 36 03.00669(N)    090 14 32.79662(W)     ADJUSTED  
 AA8569* NAVD 88     -       165.3    (meters)     542.     (feet)  GPS OBS   
 AA8569  ___________________________________________________________________
 AA8569  X           -     -21,119.881 (meters)                     COMP
 AA8569  Y           -  -4,991,153.856 (meters)                     COMP
 AA8569  Z           -   3,957,867.102 (meters)                     COMP
 AA8569  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AA8569  ELLIP HEIGHT-         134.31  (meters)          (02/17/00) GPS OBS
 AA8569  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 AA8569
 AA8569  HORZ ORDER  -  FIRST
 AA8569  ELLP ORDER  -  FOURTH    CLASS I
 AA8569
 AA8569.The horizontal coordinates were established by GPS observations
 AA8569.and adjusted by the National Geodetic Survey in February 2000..
 AA8569
 AA8569.The orthometric height was determined by GPS observations and a
 AA8569.high-resolution geoid model.
 AA8569
 AA8569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8569
 AA8569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8569
 AA8569.The ellipsoidal height was determined by GPS observations
 AA8569.and is referenced to NAD 83.
 AA8569
 AA8569.The geoid height was determined by GEOID03.
 AA8569
 AA8569;                    North         East     Units Scale Factor Converg.
 AA8569;SPC MO E     -   307,153.252   272,434.529   MT  0.99993953   +0 09 38.5
 AA8569;UTM  15      - 4,276,089.215   740,138.206   MT  1.00031020   +1 43 16.5
 AA8569
 AA8569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8569!SPC MO E     -   0.99997893  x   0.99993953  =   0.99991846
 AA8569!UTM  15      -   0.99997893  x   1.00031020  =   1.00028912
 AA8569
 AA8569                          SUPERSEDED SURVEY CONTROL
 AA8569
 AA8569  NAD 83(1997)-  38 36 03.00738(N)    090 14 32.79672(W) AD(       ) 1
 AA8569  NAD 83(1986)-  38 36 03.02228(N)    090 14 32.79286(W) AD(       ) 1
 AA8569
 AA8569.Superseded values are not recommended for survey control.
 AA8569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8569.See file dsdata.txt to determine how the superseded data were derived.
 AA8569
 AA8569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4013876089(NAD 83)
 AA8569_MARKER: DD = SURVEY DISK
 AA8569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8569_STAMPING: CSL-09 1990
 AA8569_MARK LOGO: MODNR 
 AA8569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8569+STABILITY: SURFACE MOTION
 AA8569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8569+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 AA8569
 AA8569  HISTORY     - Date     Condition        Report By
 AA8569  HISTORY     - 1990     MONUMENTED       MODNR
 AA8569  HISTORY     - 20050908 GOOD             INDIV
 AA8569
 AA8569                          STATION DESCRIPTION
 AA8569
 AA8569'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8569'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED IN
 AA8569'THE SE ANGLE OF THE INTERSECTION OF GRAND AVENUE AND JUNIATA STREET.
 AA8569'IT IS IN THE AREA BETWEEN THE SIDEWALK AND BACK OF CURB WHICH IS PAVED
 AA8569'WITH BRICK.  IT IS 15.77 FT (4.81 M) SW OF A CUT (X) ON THE SOUTH
 AA8569'JUNIATA CURB, 1.4 FT (0.4 M) SE OF A CUT (X) ON THE EAST CURB OF
 AA8569'GRAND, 1.6 FT (0.5 M) SOUTH AND 3.2 FT (1.0 M) WEST OF EDGES OF
 AA8569'SIDEWALK, 1 FT  (0.3 M) EAST OF BACK OF CURB AND 2.6 FT (0.8 M) NW OF
 AA8569'A CUT (V) ON THE BASE OF AN IRON STREET LAMP. THE AZIMUTH MARK IS
 AA8569'ABOUT 1/4 MILE EAST AT THE T-INTERSECTION OF JUNIATA STREET AND
 AA8569'LOUISIANA AVENUE ON THE WEST SIDE OF ROOSEVELT HIGH SCHOOL.  IT IS IN
 AA8569'THE ASPHALT PAVED AREA BETWEEN THE SIDEWALK AND THE BACK OF THE EAST
 AA8569'CURB OF LOUISIANA.  IT IS 21 FT (6.4 M) SE OF CENTERLINE OF LOUISIANA,
 AA8569'14 1/2 FT NE OF CENTERLINE OF JUNIATA, 9.0 FT (2.7 M) WNW OF A METAL
 AA8569'PICKET FENCE, 6.68 FT  (2.04 M) NE OF AND 5.46 FT (1.66 M) SSE OF CUT
 AA8569'(X)S ON THE STONE CURB, 3.5 FT (1.1 M) EAST OF BACK OF CURB AND 1.6 FT
 AA8569'(0.5 M) WEST OF THE EDGE OF SIDEWALK. STATION AND AZIMUTH MARK TO
 AA8569'REACH TO REACH THE STATION FROM THE CENTER OF I-44 EXIT 288 (GRAND
 AA8569'AVENUE) GO SOUTH ON GRAND FOR 1.1 MILES (1.8 KM) TO JUNIATA STREET AND
 AA8569'STATION SITE ON LEFT (EAST) SIDE IN SE ANGLE OF THE INTERSECTION AS
 AA8569'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON
 AA8569'JUNIATA STREET FOR 0.25 MILES (0.40 KM) TO T-INTERSECTION WITH
 AA8569'LOUISIANA AVENUE AND AZIMUTH MARK AHEAD BEHIND EAST CURB OF LOUISIANA
 AA8569'AS DESCRIBED. DATE OF REPORT 06-06-1995
 AA8569
 AA8569                          STATION RECOVERY (2005)
 AA8569
 AA8569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BB)
 AA8569'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8570 ***********************************************************************
 AA8570  DESIGNATION -  CSL 10
 AA8570  PID         -  AA8570
 AA8570  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8570  USGS QUAD   -  CLAYTON (1993)
 AA8570
 AA8570                         *CURRENT SURVEY CONTROL
 AA8570  ___________________________________________________________________
 AA8570* NAD 83(1997)-  38 39 13.88921(N)    090 16 55.47164(W)     ADJUSTED  
 AA8570* NAVD 88     -       154.5    (meters)     507.     (feet)  GPS OBS   
 AA8570  ___________________________________________________________________
 AA8570  X           -     -24,554.165 (meters)                     COMP
 AA8570  Y           -  -4,987,455.118 (meters)                     COMP
 AA8570  Z           -   3,962,458.621 (meters)                     COMP
 AA8570  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AA8570  ELLIP HEIGHT-         123.35  (meters)          (02/17/00) GPS OBS
 AA8570  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AA8570
 AA8570  HORZ ORDER  -  FIRST
 AA8570  ELLP ORDER  -  FOURTH    CLASS I
 AA8570
 AA8570.The horizontal coordinates were established by GPS observations
 AA8570.and adjusted by the National Geodetic Survey in February 2000..
 AA8570
 AA8570.The orthometric height was determined by GPS observations and a
 AA8570.high-resolution geoid model.
 AA8570
 AA8570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8570
 AA8570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8570
 AA8570.The ellipsoidal height was determined by GPS observations
 AA8570.and is referenced to NAD 83.
 AA8570
 AA8570.The geoid height was determined by GEOID03.
 AA8570
 AA8570;                    North         East     Units Scale Factor Converg.
 AA8570;SPC MO E     -   313,029.921   268,968.399   MT  0.99993776   +0 08 10.0
 AA8570;UTM  15      - 4,281,871.340   736,511.922   MT  1.00028890   +1 41 54.4
 AA8570
 AA8570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8570!SPC MO E     -   0.99998065  x   0.99993776  =   0.99991841
 AA8570!UTM  15      -   0.99998065  x   1.00028890  =   1.00026954
 AA8570
 AA8570                          SUPERSEDED SURVEY CONTROL
 AA8570
 AA8570  NAD 83(1997)-  38 39 13.88987(N)    090 16 55.47174(W) AD(       ) 1
 AA8570  NAD 83(1986)-  38 39 13.90434(N)    090 16 55.46784(W) AD(       ) 1
 AA8570
 AA8570.Superseded values are not recommended for survey control.
 AA8570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8570.See file dsdata.txt to determine how the superseded data were derived.
 AA8570
 AA8570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3651281871(NAD 83)
 AA8570_MARKER: DD = SURVEY DISK
 AA8570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8570_STAMPING: CSL-10 1990
 AA8570_MARK LOGO: MODNR 
 AA8570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8570+STABILITY: SURFACE MOTION
 AA8570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8570+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8570
 AA8570  HISTORY     - Date     Condition        Report By
 AA8570  HISTORY     - 1990     MONUMENTED       MODNR
 AA8570
 AA8570                          STATION DESCRIPTION
 AA8570
 AA8570'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8570'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS IN THE NE
 AA8570'ANGLE OF THEE INTERSECTION OF DELMAR BLVD. AND AT THE SW CORNER OF THE
 AA8570'ST LOUIS REGIONAL MEDICAL CENTER GROUNDS.  IT IS 27.80 FT (8.47 M) SW
 AA8570'OF A CUT (X) ON THE SOUTH SIDE OF THE SOUTH POST OF THE EMERGENCY
 AA8570'ENTRANCE SIGN, 24.33 FT (7.42 M) SSE OF A CUT (X) ON THE EAST CURB OF
 AA8570'CLARA AVE, 23.3 FT (7.1 M) EAST OF THE CENTERLINE OF CLARA, 19.31 FT
 AA8570'(5.89 M) NW OF A CUT (X) ON THE NORTH DELMAR CURB BY A CONCRETE LIGHT
 AA8570'POLE AND 2.5 FT (0.8 M) WEST AND 1.6 FT  (0.5 M) NORTH OF EDGES OF THE
 AA8570'SIDEWALK, AND 2 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST THE
 AA8570'AZIMUTH MARK IS 0.4 MILES (0.6 KM) WEST ON THE SOUTH SIDE OF DELMAR IN
 AA8570'THE SW ANGLE OF THE T-JUNCTION OF LAUREN AVENUE (ONE-WAY NORTH) AT THE
 AA8570'WEST END OF BI-STATE COMPLEX.  IT IS 30.7 FT (9.4 M) WEST OF THE
 AA8570'CENTERLINE OF LAUREN, 29.13 FT (8.88 M) EAST OF A FIRE HYDRANT, 16.81
 AA8570'FT (5.12 M) WSW OF A CUT (X) IN THE WEST CURB RETURN FOR LAUREN
 AA8570'AVENUE, 12.9 FT (3.9 M) NW OF THE CORNERSTONE OF THE BUILDING IN THE
 AA8570'SW ANGLE, 10.35 FT (3.15 M) SE OF A CUT (X) ON THE STONE CURB OF
 AA8570'DELMAR, 3.2 FT (1.0 M) SOUTH OF BACK OF CURB AND 1.3 FT (0.4 M) WEST
 AA8570'AND 2.5 FT  (0.8 M) NORTH OF EDGES OF THE SIDEWALK. STATION AND
 AA8570'AZIMUTH MARK TO REACH TO REACH THE STATION FROM THE CENTER OF THE US
 AA8570'40 HWY INTERCHANGE WITH KINGSHIGHWAY IN ST LOUIS, GO NORTH ON
 AA8570'KINGSHIGHWAY FOR 1.45 MILES (2.33 KM) TO TRAFFIC LIGHT INTERSECTION
 AA8570'WITH DELMAR BLVD., TURN LEFT AND GO WEST ON DELMAR FOR 1.0 MILES (1.6
 AA8570'KM) TO TRAFFIC LIGHT AT CLARA AVENUE AND STATION SITE ON RIGHT (NORTH)
 AA8570'IN NE ANGLE OF INTERSECTION AS DESCRIBED. TO REACH THE AZIMUTH MARK
 AA8570'FROM THE STATION CONTINUE WEST ON DELMAR FOR 0.4 MILES (0.6 KM) TO
 AA8570'AZIMUTH MARK ON LEFT (SOUTH) SIDE JUST BEYOND THE BI-STATE COMPLEX AND
 AA8570'OPPOSITE A MCDONALDS RESTAURANT ON THE NORTH SIDE OF DELMAR AS
 AA8570'DESCRIBED. DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8571 ***********************************************************************
 AA8571  DESIGNATION -  CSL 11
 AA8571  PID         -  AA8571
 AA8571  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8571  USGS QUAD   -  CLAYTON (1993)
 AA8571
 AA8571                         *CURRENT SURVEY CONTROL
 AA8571  ___________________________________________________________________
 AA8571* NAD 83(1997)-  38 37 55.98753(N)    090 15 37.28150(W)     ADJUSTED  
 AA8571* NAVD 88     -       155.3    (meters)     510.     (feet)  GPS OBS   
 AA8571  ___________________________________________________________________
 AA8571  X           -     -22,670.356 (meters)                     COMP
 AA8571  Y           -  -4,988,964.827 (meters)                     COMP
 AA8571  Z           -   3,960,582.920 (meters)                     COMP
 AA8571  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AA8571  ELLIP HEIGHT-         124.22  (meters)          (02/17/00) GPS OBS
 AA8571  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AA8571
 AA8571  HORZ ORDER  -  FIRST
 AA8571  ELLP ORDER  -  FOURTH    CLASS I
 AA8571
 AA8571.The horizontal coordinates were established by GPS observations
 AA8571.and adjusted by the National Geodetic Survey in February 2000..
 AA8571
 AA8571.The orthometric height was determined by GPS observations and a
 AA8571.high-resolution geoid model.
 AA8571
 AA8571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8571
 AA8571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8571
 AA8571.The ellipsoidal height was determined by GPS observations
 AA8571.and is referenced to NAD 83.
 AA8571
 AA8571.The geoid height was determined by GEOID03.
 AA8571
 AA8571;                    North         East     Units Scale Factor Converg.
 AA8571;SPC MO E     -   310,632.636   270,865.163   MT  0.99993869   +0 08 58.6
 AA8571;UTM  15      - 4,279,525.812   738,474.026   MT  1.00030038   +1 42 40.4
 AA8571
 AA8571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8571!SPC MO E     -   0.99998051  x   0.99993869  =   0.99991920
 AA8571!UTM  15      -   0.99998051  x   1.00030038  =   1.00028088
 AA8571
 AA8571                          SUPERSEDED SURVEY CONTROL
 AA8571
 AA8571  NAD 83(1997)-  38 37 55.98822(N)    090 15 37.28160(W) AD(       ) 1
 AA8571  NAD 83(1986)-  38 37 56.00305(N)    090 15 37.27775(W) AD(       ) 1
 AA8571
 AA8571.Superseded values are not recommended for survey control.
 AA8571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8571.See file dsdata.txt to determine how the superseded data were derived.
 AA8571
 AA8571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3847479526(NAD 83)
 AA8571_MARKER: DD = SURVEY DISK
 AA8571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8571_STAMPING: CSL-11 1990
 AA8571_MARK LOGO: MODNR 
 AA8571_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8571+STABILITY: SURFACE MOTION
 AA8571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8571+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8571
 AA8571  HISTORY     - Date     Condition        Report By
 AA8571  HISTORY     - 1990     MONUMENTED       MODNR
 AA8571
 AA8571                          STATION DESCRIPTION
 AA8571
 AA8571'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8571'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS A STANDARD
 AA8571'DISK GROUTED IN A DRILL HOLE IN THE SIDEWALK SLAB OF THE NE ABUTMENT
 AA8571'OF THE TAYLOR AVENUE OVERPASS OF US HWY 40.  IT IS 4.9 FT (1.5 M)
 AA8571'SOUTH OF THE NORTH END OF THE SLAB, 3.6 FT (1.1 M) EAST OF THE EAST
 AA8571'CURB, 25.00 FT  (7.62 M) SOUTH OF (X) CUT IN CURB, 1.88 FT (0.57 M)
 AA8571'ESE OF FACE OF WALL, AND 10.6 FT (3.2 M) SW OF A CARSONITE WITNESS
 AA8571'POST THE AZIMUTH MARK IS 0.3 MILES (0.5 KM) EAST AND IS ALSO A
 AA8571'STANDARD DISK GROUTED IN A DRILL HOLE IN THE SIDEWALK SLAB OF THE SW
 AA8571'ABUTMENT OF THE TOWER GROVE AVENUE OVERPASS OF US HWY 40.  IT IS 5.7
 AA8571'FT (1.7 M) NORTH OF THE SOUTH END OF THE SLAB, 2.47 FT (0.75 M) WEST
 AA8571'OF THE WEST CURB, 2.62 FT (0.80 M) EAST OF FACE OF WALL, 10.86 FEET
 AA8571'(3.31 M) NE OF A NAIL AND SHINER IN THE WEST SIDE OF A POWER POLE, AND
 AA8571'8 FT (2.4 M) NE OF A CARSONITE WITNESS POST STATION AND AZIMUTH MARK
 AA8571'TO REACH TO REACH THE STATION FROM THE CENTER OF I-44 EXIT 287
 AA8571'(KINGSHIGHWAY), (EXITS ONLY FROM WEST GOING EAST), GO NORTH ON
 AA8571'KINGSHIGHWAY FOR 0.5 MILES (0.8 KM) TO TRAFFIC LIGHT INTERSECTION WITH
 AA8571'MANCHESTER RD. TURN RIGHT AND GO EAST ON MANCHESTER FOR 0.2 MILES (0.3
 AA8571'KM) TO TRAFFIC LIGHT INTERSECTION WITH TAYLOR AVENUE.  TURN LEFT AND
 AA8571'GO NORTH ON TAYLOR FOR 0.4 MILES (0.6 KM) TO STATION SITE ON RIGHT
 AA8571'(EAST)  AS DESCRIBED IN SIDEWALK OF NE ABUTMENT OF US HWY 40 OVERPASS.
 AA8571'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON TAYLOR
 AA8571'AVENUE FOR 0.05 MILES (0.08 KM) TO CLAYTON AVENUE, TURN RIGHT AND GO
 AA8571'EAST ON CLAYTON FOR 0.3 MILES (0.5 KM) TO TOWER GROVE AVENUE.  TURN
 AA8571'RIGHT AND GO SOUTH ON TOWER GROVE FOR 0.15 MILES (0.24 KM) TO AZIMUTH
 AA8571'MARK ON RIGHT (WEST) SIDE AT SOUTH END OF US 40 OVERPASS AS DESCRIBED.
 AA8571'BOTH STATION AND AZIMUTH MARK INSTALLATIONS ARE STANDARD DISKS GROUTED
 AA8571'IN DRILL HOLES IN CONCRETE. DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8572 ***********************************************************************
 AA8572  DESIGNATION -  CSL 12
 AA8572  PID         -  AA8572
 AA8572  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8572  USGS QUAD   -  CAHOKIA (1993)
 AA8572
 AA8572                         *CURRENT SURVEY CONTROL
 AA8572  ___________________________________________________________________
 AA8572* NAD 83(1997)-  38 36 14.59302(N)    090 12 16.20857(W)     ADJUSTED  
 AA8572* NAVD 88     -       131.8    (meters)     432.     (feet)  GPS OBS   
 AA8572  ___________________________________________________________________
 AA8572  X           -     -17,813.858 (meters)                     COMP
 AA8572  Y           -  -4,990,917.698 (meters)                     COMP
 AA8572  Z           -   3,958,125.442 (meters)                     COMP
 AA8572  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AA8572  ELLIP HEIGHT-         100.86  (meters)          (02/17/00) GPS OBS
 AA8572  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 AA8572
 AA8572  HORZ ORDER  -  FIRST
 AA8572  ELLP ORDER  -  FOURTH    CLASS I
 AA8572
 AA8572.The horizontal coordinates were established by GPS observations
 AA8572.and adjusted by the National Geodetic Survey in February 2000..
 AA8572
 AA8572.The orthometric height was determined by GPS observations and a
 AA8572.high-resolution geoid model.
 AA8572
 AA8572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8572
 AA8572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8572
 AA8572.The ellipsoidal height was determined by GPS observations
 AA8572.and is referenced to NAD 83.
 AA8572
 AA8572.The geoid height was determined by GEOID03.
 AA8572
 AA8572;                    North         East     Units Scale Factor Converg.
 AA8572;SPC MO E     -   307,520.451   275,738.258   MT  0.99994149   +0 11 03.7
 AA8572;UTM  15      - 4,276,546.427   743,431.958   MT  1.00032981   +1 44 42.2
 AA8572
 AA8572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8572!SPC MO E     -   0.99998417  x   0.99994149  =   0.99992567
 AA8572!UTM  15      -   0.99998417  x   1.00032981  =   1.00031398
 AA8572
 AA8572                          SUPERSEDED SURVEY CONTROL
 AA8572
 AA8572  NAD 83(1997)-  38 36 14.59361(N)    090 12 16.20865(W) AD(       ) 1
 AA8572  NAD 83(1986)-  38 36 14.60843(N)    090 12 16.20460(W) AD(       ) 1
 AA8572
 AA8572.Superseded values are not recommended for survey control.
 AA8572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8572.See file dsdata.txt to determine how the superseded data were derived.
 AA8572
 AA8572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4343276546(NAD 83)
 AA8572_MARKER: DD = SURVEY DISK
 AA8572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8572_STAMPING: CSL-12 1990
 AA8572_MARK LOGO: MODNR 
 AA8572_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8572+STABILITY: SURFACE MOTION
 AA8572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8572+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 AA8572
 AA8572  HISTORY     - Date     Condition        Report By
 AA8572  HISTORY     - 1990     MONUMENTED       MODNR
 AA8572  HISTORY     - 20050908 GOOD             INDIV
 AA8572
 AA8572                          STATION DESCRIPTION
 AA8572
 AA8572'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8572'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED IN
 AA8572'THE SOUTHERLY ANGLE OF THE INTERSECTION OF SEVENTH STREET AND
 AA8572'SHENANDOAH AVENUE.  IT IS 28.5 FT (8.7 M) NW OF THE NORTHERLY CORNER
 AA8572'OF THE PRODUCTION TOOL AND SUPPLY COMPANY BUILDING AT 620 SHENANDOAH,
 AA8572'24.5 FT (7.5 M) NE OF A CUT (X) ON THE 7TH STREET CURB, 12.4 FT (3.8
 AA8572'M) ESE OF THE EASTERLY SCREW OF A HANDHOLD COVER FOR A TRAFFIC SIGNAL,
 AA8572'15.4 FT (4.7 M) SSW OF A CUT (X) ON THE SHENANDOAH CURB, 15.4 FT (4.7
 AA8572'M) SW OF THE CENTER OF A CONCRETE LIGHT POLE, AND 2 FT (0.6 M) SW OF A
 AA8572'CARSONITE WITNESS POST THE AZIMUTH MARK IS ABOUT 0.35 MILES (0.56 KM)
 AA8572'NE IN THE CONCRETE MEDIAN OF 7TH STREET.  IT IS APPROXIMATELY 160 FT
 AA8572'(48.8 M) (PACED) NE OF THE CENTERLINE OF GEYER AVE, 35.2 FT (10.7 M)
 AA8572'SW OF THE CENTER OF A CONCRETE LIGHT POLE 10.2 FT (3.1 M) SE OF THE NW
 AA8572'EDGE OF THE RAISED CONCRETE MEDIAN, 3.9 FT (1.2 M) NW OF THE SE EDGE
 AA8572'OF THE MEDIAN, 13.8 FT (4.2 M) EAST AND 14.7 FT  (4.5 M) SOUTH OF CUT
 AA8572'(X S)ON THE NW EDGE OF THE MEDIAN. STATION AND AZIMUTH MARK TO REACH
 AA8572'TO REACH THE STATION FROM THE CENTER OF I-55 EXIT 206C (ARSENAL ST.)
 AA8572'GO SE ON ARSENAL FOR 0.3 MILES (0.5 KM) TO TRAFFIC LIGHT INTERSECTION
 AA8572'WITH BROADWAY.  TURN LEFT AND GO NORTHERLY ON BROADWAY FOR 0.4 MILES
 AA8572'(0.6 KM) WHERE BROADWAY MERGES INTO 7TH ST CONTINUE NORTHERLY ON 7TH
 AA8572'ST FOR 0.3 MILES (0.5 KM) TO SHENANDOAH AVENUE AND STATION ON RIGHT
 AA8572'(EAST) IN SE ANGLE OF INTERSECTION AS DESCRIBED. TO REACH THE AZIMUTH
 AA8572'MARK FROM THE STATION GO NORTHERLY ON 7TH ST FOR 0.35 MILES (0.56 KM)
 AA8572'TO AZIMUTH MARK ON LEFT (WEST) IN CONCRETE MEDIAN OF 7TH ST JUST
 AA8572'BEYOND GEYER AVENUE AS DESCRIBED. THE AZIMUTH MARK IS TO BE A STANDARD
 AA8572'DISK GROUTED IN A DRILL HOLE IN THE MEDIAN. DATE OF REPORT 06-06-1995
 AA8572
 AA8572                          STATION RECOVERY (2005)
 AA8572
 AA8572'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BB)
 AA8572'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8573 ***********************************************************************
 AA8573  DESIGNATION -  CSL 13
 AA8573  PID         -  AA8573
 AA8573  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8573  USGS QUAD   -  GRANITE CITY (1998)
 AA8573
 AA8573                         *CURRENT SURVEY CONTROL
 AA8573  ___________________________________________________________________
 AA8573* NAD 83(1997)-  38 37 45.61384(N)    090 13 19.62136(W)     ADJUSTED  
 AA8573* NAVD 88     -       160.5    (meters)     527.     (feet)  GPS OBS   
 AA8573  ___________________________________________________________________
 AA8573  X           -     -19,341.530 (meters)                     COMP
 AA8573  Y           -  -4,989,182.666 (meters)                     COMP
 AA8573  Z           -   3,960,336.319 (meters)                     COMP
 AA8573  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AA8573  ELLIP HEIGHT-         129.49  (meters)          (02/17/00) GPS OBS
 AA8573  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AA8573
 AA8573  HORZ ORDER  -  FIRST
 AA8573  ELLP ORDER  -  FOURTH    CLASS I
 AA8573
 AA8573.The horizontal coordinates were established by GPS observations
 AA8573.and adjusted by the National Geodetic Survey in February 2000..
 AA8573
 AA8573.The orthometric height was determined by GPS observations and a
 AA8573.high-resolution geoid model.
 AA8573
 AA8573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8573
 AA8573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8573
 AA8573.The ellipsoidal height was determined by GPS observations
 AA8573.and is referenced to NAD 83.
 AA8573
 AA8573.The geoid height was determined by GEOID03.
 AA8573
 AA8573;                    North         East     Units Scale Factor Converg.
 AA8573;SPC MO E     -   310,322.164   274,195.498   MT  0.99994054   +0 10 24.5
 AA8573;UTM  15      - 4,279,306.129   741,812.822   MT  1.00032013   +1 44 06.1
 AA8573
 AA8573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8573!SPC MO E     -   0.99997968  x   0.99994054  =   0.99992022
 AA8573!UTM  15      -   0.99997968  x   1.00032013  =   1.00029981
 AA8573
 AA8573                          SUPERSEDED SURVEY CONTROL
 AA8573
 AA8573  NAD 83(1997)-  38 37 45.61448(N)    090 13 19.62145(W) AD(       ) 1
 AA8573  NAD 83(1986)-  38 37 45.62932(N)    090 13 19.61745(W) AD(       ) 1
 AA8573
 AA8573.Superseded values are not recommended for survey control.
 AA8573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8573.See file dsdata.txt to determine how the superseded data were derived.
 AA8573
 AA8573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4181379306(NAD 83)
 AA8573_MARKER: DD = SURVEY DISK
 AA8573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8573_STAMPING: CSL-13 1990
 AA8573_MARK LOGO: MODNR 
 AA8573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8573+STABILITY: SURFACE MOTION
 AA8573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8573+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8573
 AA8573  HISTORY     - Date     Condition        Report By
 AA8573  HISTORY     - 1990     MONUMENTED       MODNR
 AA8573
 AA8573                          STATION DESCRIPTION
 AA8573
 AA8573'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8573'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS A STANDARD
 AA8573'DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK ABOVE THE NW ABUTMENT OF
 AA8573'THE EWING AVE  OVERPASS OF THE DANIEL BOONE EXPRESSWAY (US HWY 40).
 AA8573'IT IS 69.1 FT (21.1 M) SW OF AN ALUMINUM NAIL AND SHINER IN THE SE
 AA8573'SIDE OF A POWER POLE, 51.86 FT (15.81 M) SOUTH OF A CORNER POST OF A
 AA8573'CHAIN LINK R/W FENCE GOING WEST AND SOUTH, 9.35 FT (2.85 M) SE OF THE
 AA8573'SOUTH TERMINAL POST OF THE SAME FENCE, 6.4 FT (2.0 M) SOUTH OF THE
 AA8573'NORTH END OF THE OVERPASS, 3.21 FT (0.98 M) WEST OF THE TOP OF CURB
 AA8573'AND 1.82 FT (0.55 M) EAST OF THE CONCRETE WING WALL. THE AZIMUTH MARK
 AA8573'IS ABOUT 1/2 MILE WEST ON THE SOUTH SIDE OF SPRUCE STREET JUST WEST OF
 AA8573'THE ENTRANCE TO THE MAIN REPAIR FACILITY OF THE BI-STATE DEVELOPMENT
 AA8573'AGENCY.  IT IS 36.0 FT (11.0 M) SE OF THE CENTER OF A FIRE HYDRANT,
 AA8573'24.35 FT (7.42 M) ENE OF A CUT (X) ON THE EAST RIM OF A WATER M.H.,
 AA8573'23.5 FT (7.2 M) NW OF AN ALUMINUM NAIL AND SHINER ON THE SW SIDE OF A
 AA8573'UTILITY POLE WITH SIRENS, 11.8 FT (3.6 M) WEST OF AN ALUMINUM NAIL AND
 AA8573'SHINER ON THE SOUTH SIDE OF A POWER POLE, 12.7 FT (3.9 M) SE OF THE
 AA8573'CENTER OF A WATER M.H. IN THE SIDEWALK, 10.64 FT (3.24 M) SE OF THE
 AA8573'CENTER OF A CONCRETE LIGHT POLE, 2.4 FT (0.7 M) SOUTH OF THE CONCRETE
 AA8573'SIDEWALK, AND 2 FT (0.6 M) WEST OF A CARSONITE WITNESS POST STATION
 AA8573'AND AZIMUTH MARK TO REACH TO REACH THE STATION FROM THE CENTER OF I-44
 AA8573'EXIT 289, JEFFERSON AVE, GO NORTH ON JEFFERSON FOR 1.05 MILES (1.69
 AA8573'KM) TO CLARK AVENUE.  TURN LEFT AND GO WEST ON CLARK FOR 0.3 MILES
 AA8573'(0.5 KM) TO EWING AVENUE, TURN LEFT AND GO SOUTH ON EWING FOR 160 FT
 AA8573'TO STATION ON RIGHT (WEST) IN CONCRETE WALK AT NORTH ABUTMENT OF
 AA8573'OVERPASS AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AA8573'CONTINUE SOUTH ON EWING FOR 0.1 MILES (0.2 KM) TO SPRUCE TURN RIGHT
 AA8573'AND GO WESTERLY ON SPRUCE FOR 0.5 MILES (0.8 KM) TO AZIMUTH MARK ON
 AA8573'LEFT (SOUTH) SIDE OF STREET JUST BEYOND THE ENTRANCE TO THE MAIN
 AA8573'REPAIR FACILITY FOR THE BI-STATE DEVELOPMENT CORP. AS DESCRIBED. DATE
 AA8573'OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8574 ***********************************************************************
 AA8574  DESIGNATION -  CSL 14
 AA8574  PID         -  AA8574
 AA8574  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8574  USGS QUAD   -  GRANITE CITY (1998)
 AA8574
 AA8574                         *CURRENT SURVEY CONTROL
 AA8574  ___________________________________________________________________
 AA8574* NAD 83(1997)-  38 39 17.29379(N)    090 12 07.31027(W)     ADJUSTED  
 AA8574* NAVD 88     -       145.9    (meters)     479.     (feet)  GPS OBS   
 AA8574  ___________________________________________________________________
 AA8574  X           -     -17,586.186 (meters)                     COMP
 AA8574  Y           -  -4,987,412.333 (meters)                     COMP
 AA8574  Z           -   3,962,535.291 (meters)                     COMP
 AA8574  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AA8574  ELLIP HEIGHT-         114.84  (meters)          (02/17/00) GPS OBS
 AA8574  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AA8574
 AA8574  HORZ ORDER  -  FIRST
 AA8574  ELLP ORDER  -  FOURTH    CLASS I
 AA8574
 AA8574.The horizontal coordinates were established by GPS observations
 AA8574.and adjusted by the National Geodetic Survey in February 2000..
 AA8574
 AA8574.The orthometric height was determined by GPS observations and a
 AA8574.high-resolution geoid model.
 AA8574
 AA8574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8574
 AA8574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8574
 AA8574.The ellipsoidal height was determined by GPS observations
 AA8574.and is referenced to NAD 83.
 AA8574
 AA8574.The geoid height was determined by GEOID03.
 AA8574
 AA8574;                    North         East     Units Scale Factor Converg.
 AA8574;SPC MO E     -   313,154.490   275,935.262   MT  0.99994161   +0 11 10.0
 AA8574;UTM  15      - 4,282,185.931   743,475.373   MT  1.00033007   +1 44 54.8
 AA8574
 AA8574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8574!SPC MO E     -   0.99998198  x   0.99994161  =   0.99992359
 AA8574!UTM  15      -   0.99998198  x   1.00033007  =   1.00031205
 AA8574
 AA8574                          SUPERSEDED SURVEY CONTROL
 AA8574
 AA8574  NAD 83(1997)-  38 39 17.29429(N)    090 12 07.31035(W) AD(       ) 1
 AA8574  NAD 83(1986)-  38 39 17.30900(N)    090 12 07.30603(W) AD(       ) 1
 AA8574
 AA8574.Superseded values are not recommended for survey control.
 AA8574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8574.See file dsdata.txt to determine how the superseded data were derived.
 AA8574
 AA8574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4347582186(NAD 83)
 AA8574_MARKER: DD = SURVEY DISK
 AA8574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8574_STAMPING: CSL-14 1990
 AA8574_MARK LOGO: MODNR 
 AA8574_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8574+STABILITY: SURFACE MOTION
 AA8574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8574+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8574
 AA8574  HISTORY     - Date     Condition        Report By
 AA8574  HISTORY     - 1990     MONUMENTED       MODNR
 AA8574
 AA8574                          STATION DESCRIPTION
 AA8574
 AA8574'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8574'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS ON THE SOUTH
 AA8574'SIDE OF HEBERT STREET BETWEEN NORTH FLORISSANT AVE AND 20TH ST IT IS
 AA8574'60 FT WEST OF THE CENTERLINE OF 20TH ST NORTH OF HEBERT, 39.39 FT
 AA8574'(12.01 M) WNW OF AN ALUMINUM NAIL AND SHINER ON THE SOUTH SIDE OF A
 AA8574'POWER POLE, 31.30 FT (9.54 M) ESE OF A CUT (X) ON THE SE CORNER OF A
 AA8574'TRAFFIC SIGNAL BASE, 50.05 FT (15.26 M) NE OF A CONCRETE LIGHT POLE ON
 AA8574'THE EAST SIDE OF NORTH FLORISSANT, 1.44 FT (0.44 M) SOUTH OF A CUT (X)
 AA8574'ON THE SOUTH CURB OF HEBERT, 1.3 FT (0.4 M) NORTH OF THE EDGE OF
 AA8574'SIDEWALK, AND 2 FT (0.6 M) EAST OF A CARSONITE WITNESS POST THE
 AA8574'AZIMUTH MARK IS LOCATED ABOUT 0.3 MILES (0.5 KM) WEST ON THE NORTH
 AA8574'SIDE OF HEBERT ST 100 FT EAST OF THE CENTERLINE OF 25TH ST (SOUTH).
 AA8574'IT IS 20.12 FT (6.13 M) SOUTH OF THE SW CORNER OF THE FOUNDATION OF A
 AA8574'TWO-STORY BRICK DWELLING (2339-2343 HEBERT), 13.88 FT (4.23 M) EAST OF
 AA8574'A CUT CROSS ON THE CURB, 6.05 FT (1.84 M) WNW OF ANOTHER CUT (X) ON
 AA8574'THE CURB, 2.1 FT (0.6 M) NORTH OF BACK OF CURB AND 4.2 EAST AND 1.7 FT
 AA8574'(0.5 M) SOUTH OF EDGES OF THE CONCRETE SIDEWALK, AND 2 FT (0.6 M) EAST
 AA8574'OF A CARSONITE WITNESS POST STATION AND AZIMUTH MARK TO REACH TO REACH
 AA8574'THE STATION FROM THE CENTER OF I-70 EXIT 248A (SALISBURY ST - MCKINLEY
 AA8574'BRIDGE) GO SW ON SALISBURY FOR 0.45 MILES (0.72 KM) TO NORTH
 AA8574'FLORISSANT AVENUE.  TURN LEFT AND GO SE ON NORTH FLORISSANT FOR 0.3
 AA8574'MILES (0.5 KM) TO HEBERT STREET, TURN LEFT AND GO EAST ON HEBERT FOR
 AA8574'200 FT TO STATION ON RIGHT  (SOUTH) SIDE OF HEBERT AT NORTH END OF
 AA8574'TRIANGULAR PARK AREA BOUNDED BY 20TH STREET ON EAST, HEBERT ST. ON
 AA8574'NORTH, AND NORTH FLORISSANT ON WEST TO REACH THE AZIMUTH MARK FROM THE
 AA8574'STATION GO WESTERLY ON HEBERT ST FOR 0.3 MILES (0.5 KM) TO MARK ON
 AA8574'RIGHT (NORTH) SIDE OF STREET AS DESCRIBED. DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8575 ***********************************************************************
 AA8575  DESIGNATION -  CSL 15
 AA8575  PID         -  AA8575
 AA8575  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8575  USGS QUAD   -  GRANITE CITY (1998)
 AA8575
 AA8575                         *CURRENT SURVEY CONTROL
 AA8575  ___________________________________________________________________
 AA8575* NAD 83(1997)-  38 38 02.72521(N)    090 10 56.94248(W)     ADJUSTED  
 AA8575* NAVD 88     -       135.28   (meters)     443.8    (feet)  LEVELING  
 AA8575  ___________________________________________________________________
 AA8575  X           -     -15,889.263 (meters)                     COMP
 AA8575  Y           -  -4,988,845.726 (meters)                     COMP
 AA8575  Z           -   3,960,732.755 (meters)                     COMP
 AA8575  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AA8575  ELLIP HEIGHT-         104.26  (meters)          (02/17/00) GPS OBS
 AA8575  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 AA8575
 AA8575  HORZ ORDER  -  FIRST
 AA8575  VERT ORDER  -  THIRD ?
 AA8575  ELLP ORDER  -  FOURTH    CLASS I
 AA8575
 AA8575.The horizontal coordinates were established by GPS observations
 AA8575.and adjusted by the National Geodetic Survey in February 2000..
 AA8575
 AA8575.The orthometric height was determined by differential leveling.
 AA8575.The vertical network tie was performed by a horz. field party for horz.
 AA8575.obs reductions. Reset procedures were used to establish the elevation.
 AA8575
 AA8575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8575
 AA8575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8575
 AA8575.The ellipsoidal height was determined by GPS observations
 AA8575.and is referenced to NAD 83.
 AA8575
 AA8575.The geoid height was determined by GEOID03.
 AA8575
 AA8575;                    North         East     Units Scale Factor Converg.
 AA8575;SPC MO E     -   310,860.965   277,644.560   MT  0.99994274   +0 11 53.7
 AA8575;UTM  15      - 4,279,938.971   745,247.254   MT  1.00034074   +1 45 35.9
 AA8575
 AA8575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8575!SPC MO E     -   0.99998364  x   0.99994274  =   0.99992638
 AA8575!UTM  15      -   0.99998364  x   1.00034074  =   1.00032438
 AA8575
 AA8575                          SUPERSEDED SURVEY CONTROL
 AA8575
 AA8575  NAD 83(1997)-  38 38 02.72570(N)    090 10 56.94256(W) AD(       ) 1
 AA8575  NAD 83(1986)-  38 38 02.74040(N)    090 10 56.93813(W) AD(       ) 1
 AA8575
 AA8575.Superseded values are not recommended for survey control.
 AA8575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8575.See file dsdata.txt to determine how the superseded data were derived.
 AA8575
 AA8575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4524779939(NAD 83)
 AA8575_MARKER: DD = SURVEY DISK
 AA8575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8575_STAMPING: CSL-15 1990
 AA8575_MARK LOGO: MODNR 
 AA8575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8575+STABILITY: SURFACE MOTION
 AA8575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8575+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8575
 AA8575  HISTORY     - Date     Condition        Report By
 AA8575  HISTORY     - 1990     MONUMENTED       MODNR
 AA8575
 AA8575                          STATION DESCRIPTION
 AA8575
 AA8575'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8575'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS IN THE NE
 AA8575'ANGLE OF THE INTERSECTION OF 1ST AND CARR STREETS IN DOWNTOWN ST
 AA8575'LOUIS.  IT IS 23.41 FT (7.14 M) NW OF THE WEST BOLT ON TOP OF AN
 AA8575'ELECTRIC CONTROL BOX, 18.42 FT (5.61 M) NORTH OF A FOUND CUT (X) IN
 AA8575'THE NORTH RIM OF A RECTANGULAR (HTS) M.H. FRAME, 15.02 FT (4.58 M) SE
 AA8575'OF A CUT (X) IN THE SE RIM OF A ROUND SEWER M.H. FRAME, 9.66 FT (2.94
 AA8575'M) SE OF AN ALUMINUM NAIL AND SHINER IN THE SW SIDE OF A POWER POLE,
 AA8575'9.4 FT (2.9 M) WEST OF AND 6.4 FT (2.0 M) SE OF DRIVEN RR RAILS USED
 AA8575'FOR FENCE POSTS, 2.0 FT (0.6 M) SW OF THE CABLE STRUNG BETWEEN THEM,
 AA8575'AND 2 FT (0.6 M) EAST OF A CARSONITE WITNESS POST THE AZIMUTH MARK IS
 AA8575'ABOUT 1000 FT (304.8 M) SOUTH IN THE SW ANGLE OF THE INTERSECTION OF
 AA8575'1ST ST AND LACLEDE LANDING BLVD.  IT IS 22.77 FT (6.94 M) SE OF THE SE
 AA8575'CORNER OF A CONCRETE M.H. PAD IN THE SOUTH CURB OF LACLEDE LANDING
 AA8575'BLVD., 22.72 FT (6.93 M) SE OF THE CENTER OF A LAMP POST, 18.94 FT
 AA8575'(5.77 M) SE OF THE CENTER OF A 7 IN OAK, 5.9 FT (1.8 M) ENE OF A
 AA8575'CORNER POST OF A PICKET FENCE, 2.25 FT (0.69 M) NORTH OF CENTER OF A
 AA8575'LAMP POST AND 2.06 FT  (0.63 M) BACK OF CURB. STATION AND AZIMUTH MARK
 AA8575'TO REACH TO REACH THE AZIMUTH MARK FROM THE RIGHT (SOUTH) LANE OF THE
 AA8575'TRAFFIC LIGHT INTERSECTION OF 4TH AND BROADWAY IN DOWNTOWN ST LOUIS,
 AA8575'MO AND AT THE WEST END OF EADS BRIDGE, GO EASTERLY ALONG THE SOUTH
 AA8575'SIDE OF EADS BRIDGE ON (UNNAMED STREET) FOR 0.2 MILES (0.3 KM) TO THE
 AA8575'1ST STREET UNDERPASS OF EADS BRIDGE.  TURN LEFT AND GO NORTH ON 1ST
 AA8575'STREET FOR 0.15 MILES (0.24 KM) (3 BLOCKS) TO THE INTERSECTION OF 1ST
 AA8575'STREET WITH LACLEDES LANDING BLVD. AND THE MARK ON LEFT (WEST) IN THE
 AA8575'SW ANGLE OF THE INTERSECTION AS DESCRIBED.  (LACLEDES LANDING BLVD.
 AA8575'PARALLELS THE MARTIN LUTHER KING BRIDGE ON THE SOUTH SIDE). TO REACH
 AA8575'THE STATION FROM THE AZIMUTH MARK CONTINUE NORTH ON 1ST STREET FOR 0.2
 AA8575'MILES (0.3 KM) TO THE INTERSECTION WITH CARR STREET AND THE STATION IN
 AA8575'THE NE ANGLE AS DESCRIBED. THE STATION IS ADJACENT TO OR POSSIBLY ON
 AA8575'TERMINAL RAILROAD ASSOCIATION PROPERTY.  INITIAL CONTACT WITH
 AA8575'VALUATION ENGINEER INDICATED THIS SHOULD NO.POSE A PROBLEM, BUT A
 AA8575'CHECK SHOULD BE MADE PRIOR TO OCCUPATION WITH MR. WM. J. GILBERT,
 AA8575'CHIEF ENGINEER, AT 314/231-5196 OR 618/451-8421. DATE OF REPORT
 AA8575'06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8576 ***********************************************************************
 AA8576  DESIGNATION -  CSL 16
 AA8576  PID         -  AA8576
 AA8576  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8576  USGS QUAD   -  GRANITE CITY (1998)
 AA8576
 AA8576                         *CURRENT SURVEY CONTROL
 AA8576  ___________________________________________________________________
 AA8576* NAD 83(1997)-  38 39 19.48559(N)    090 14 15.41121(W)     ADJUSTED  
 AA8576* NAVD 88     -       153.8    (meters)     505.     (feet)  GPS OBS   
 AA8576  ___________________________________________________________________
 AA8576  X           -     -20,683.469 (meters)                     COMP
 AA8576  Y           -  -4,987,364.340 (meters)                     COMP
 AA8576  Z           -   3,962,592.956 (meters)                     COMP
 AA8576  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AA8576  ELLIP HEIGHT-         122.66  (meters)          (02/17/00) GPS OBS
 AA8576  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AA8576
 AA8576  HORZ ORDER  -  FIRST
 AA8576  ELLP ORDER  -  FOURTH    CLASS I
 AA8576
 AA8576.The horizontal coordinates were established by GPS observations
 AA8576.and adjusted by the National Geodetic Survey in February 2000..
 AA8576
 AA8576.The orthometric height was determined by GPS observations and a
 AA8576.high-resolution geoid model.
 AA8576
 AA8576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8576
 AA8576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8576
 AA8576.The ellipsoidal height was determined by GPS observations
 AA8576.and is referenced to NAD 83.
 AA8576
 AA8576.The geoid height was determined by GEOID03.
 AA8576
 AA8576;                    North         East     Units Scale Factor Converg.
 AA8576;SPC MO E     -   313,212.611   272,837.866   MT  0.99993975   +0 09 50.0
 AA8576;UTM  15      - 4,282,159.568   740,376.367   MT  1.00031160   +1 43 34.7
 AA8576
 AA8576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8576!SPC MO E     -   0.99998075  x   0.99993975  =   0.99992051
 AA8576!UTM  15      -   0.99998075  x   1.00031160  =   1.00029235
 AA8576
 AA8576                          SUPERSEDED SURVEY CONTROL
 AA8576
 AA8576  NAD 83(1997)-  38 39 19.48617(N)    090 14 15.41130(W) AD(       ) 1
 AA8576  NAD 83(1986)-  38 39 19.50084(N)    090 14 15.40719(W) AD(       ) 1
 AA8576
 AA8576.Superseded values are not recommended for survey control.
 AA8576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8576.See file dsdata.txt to determine how the superseded data were derived.
 AA8576
 AA8576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4037682160(NAD 83)
 AA8576_MARKER: DD = SURVEY DISK
 AA8576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8576_STAMPING: CSL-16 1990
 AA8576_MARK LOGO: MODNR 
 AA8576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8576+STABILITY: SURFACE MOTION
 AA8576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8576+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8576
 AA8576  HISTORY     - Date     Condition        Report By
 AA8576  HISTORY     - 1990     MONUMENTED       MODNR
 AA8576
 AA8576                          STATION DESCRIPTION
 AA8576
 AA8576'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8576'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS IN THE
 AA8576'NORTHERLY ANGLE OF THE T-INTERSECTION OF COTE BRILLIANTE AVENUE AND
 AA8576'WHITTIER STREET.  IT IS 28 FT NE OF THE CENTER LINE OF COTE
 AA8576'BRILLIANTE, 19 1/2 NW OF THE CENTER LINE OF WHITTIER, 25.9 FT (7.9 M)
 AA8576'SW OF THE CENTER OF A CONCRETE LIGHT POLE, 21.4 FT (6.5 M) EAST OF
 AA8576'ANOTHER CONCRETE LIGHT POLE, 14.1 FT (4.3 M) ENE OF CENTER OF A FIRE
 AA8576'HYDRANT, 7.09 FT (2.16 M) NE OF THE CENTER OF A CURB INLET M.H. COVER,
 AA8576'1.5 FT (0.5 M) BACK OF CURB AND 2.2 FT  (0.7 M) NE AND 0.9 FT. (27.4
 AA8576'CM) SE OF EDGES OF A CONCRETE WALK, AND 2 FT (0.6 M) SW OF A CARSONITE
 AA8576'WITNESS POST THE AZIMUTH MARK IS ABOUT 1/4 MILES SW IN THE WESTERLY
 AA8576'ANGLE OF THE INTERSECTION OF WHITTIER STREET AND EVANS AVENUE.  IT IS
 AA8576'65 1/2 SW OF THE CENTER LINE OF EVANS, 30 FT NW OF T CENTER LINE OF
 AA8576'WHITTIER, 44.64 FT (13.61 M) SOUTH OF A CUT (X) ON THE SW CURB OF
 AA8576'EVANS, 22.8 FT (6.9 M) SW OF THE CENTER OF A FIRE HYDRANT, 19.1 FT
 AA8576'(5.8 M) SW OF THE CENTER OF A CONCRETE LIGHT POLE, 11.2 FT (3.4 M) NW
 AA8576'OF A CUT (X) ON THE NW CURB OF WHITTIER AND 1.8 FT (0.5 M) SW AND 1.5
 AA8576'FT (0.5 M) NW OF EDGES OF THE CONCRETE WALK, AND 2 FT (0.6 M) NE OF A
 AA8576'CARSONITE WITNESS POST STATION AND AZIMUTH MARK TO REACH TO REACH THE
 AA8576'AZIMUTH MARK FROM THE CENTER OF THE GRAND AVENUE INTERCHANGE OF THE
 AA8576'DANIEL BOONE EXPRESSWAY (US HIGHWAY 40 AND I-64) GO NORTHEASTERLY ON
 AA8576'GRAND AVENUE FOR 1.05 MILES (1.69 KM) TO PAGE AVENUE.  TURN LEFT AND
 AA8576'GO NORTHWESTERLY ON PAGE FOR 0.8 MILE (1.3 KM) TO WHITTIER STREET TO
 AA8576'THE AZIMUTH MARK ON THE LEFT (NORTHWEST) SIDE IN THE WESTERLY ANGLE OF
 AA8576'THE INTERSECTION WITH EVANS AVENUE. TO REACH THE STATION FROM THE
 AA8576'AZIMUTH MARK, GO NORTHEASTERLY ON WHITTIER STREET FOR 1/4 MILES TO THE
 AA8576'STATION SITE ON THE LEFT (NORTHWEST) IN THE NORTHERLY ANGLE OF THE
 AA8576'INTERSECTION WITH COTE BRILLIANTE AVENUE AS DESCRIBED. DATE OF REPORT
 AA8576'06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8577 ***********************************************************************
 AA8577  DESIGNATION -  CSL 17
 AA8577  PID         -  AA8577
 AA8577  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8577  USGS QUAD   -  GRANITE CITY (1998)
 AA8577
 AA8577                         *CURRENT SURVEY CONTROL
 AA8577  ___________________________________________________________________
 AA8577* NAD 83(1997)-  38 40 45.42701(N)    090 12 44.47900(W)     ADJUSTED  
 AA8577* NAVD 88     -       157.6    (meters)     517.     (feet)  GPS OBS   
 AA8577  ___________________________________________________________________
 AA8577  X           -     -18,478.653 (meters)                     COMP
 AA8577  Y           -  -4,985,720.125 (meters)                     COMP
 AA8577  Z           -   3,964,664.492 (meters)                     COMP
 AA8577  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AA8577  ELLIP HEIGHT-         126.42  (meters)          (02/17/00) GPS OBS
 AA8577  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 AA8577
 AA8577  HORZ ORDER  -  FIRST
 AA8577  ELLP ORDER  -  FOURTH    CLASS I
 AA8577
 AA8577.The horizontal coordinates were established by GPS observations
 AA8577.and adjusted by the National Geodetic Survey in February 2000..
 AA8577
 AA8577.The orthometric height was determined by GPS observations and a
 AA8577.high-resolution geoid model.
 AA8577
 AA8577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8577
 AA8577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8577
 AA8577.The ellipsoidal height was determined by GPS observations
 AA8577.and is referenced to NAD 83.
 AA8577
 AA8577.The geoid height was determined by GEOID03.
 AA8577
 AA8577;                    North         East     Units Scale Factor Converg.
 AA8577;SPC MO E     -   315,869.112   275,028.079   MT  0.99994104   +0 10 47.2
 AA8577;UTM  15      - 4,284,875.840   742,494.112   MT  1.00032419   +1 44 34.9
 AA8577
 AA8577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8577!SPC MO E     -   0.99998016  x   0.99994104  =   0.99992121
 AA8577!UTM  15      -   0.99998016  x   1.00032419  =   1.00030435
 AA8577
 AA8577                          SUPERSEDED SURVEY CONTROL
 AA8577
 AA8577  NAD 83(1997)-  38 40 45.42751(N)    090 12 44.47908(W) AD(       ) 1
 AA8577  NAD 83(1986)-  38 40 45.44216(N)    090 12 44.47469(W) AD(       ) 1
 AA8577
 AA8577.Superseded values are not recommended for survey control.
 AA8577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8577.See file dsdata.txt to determine how the superseded data were derived.
 AA8577
 AA8577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4249484876(NAD 83)
 AA8577_MARKER: DD = SURVEY DISK
 AA8577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8577_STAMPING: CSL-17 1990
 AA8577_MARK LOGO: MODNR 
 AA8577_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8577+STABILITY: SURFACE MOTION
 AA8577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8577+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8577
 AA8577  HISTORY     - Date     Condition        Report By
 AA8577  HISTORY     - 1990     MONUMENTED       MODNR
 AA8577
 AA8577                          STATION DESCRIPTION
 AA8577
 AA8577'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8577'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED JUST
 AA8577'EAST OF THE CREST OF A PROMINENT KNOLL IN THE NW ANGLE OF I-70 EXIT
 AA8577'246B (ADELAIDE AVE) AND IN THE SOUTHEASTERN PART OF O FALLON PARK.  IT
 AA8577'IS 99.71 FT (30.39 M) NE OF AN ALUMINUM NAIL 4.3 FT (1.3 M) ABOVE
 AA8577'GROUND IN THE NORTH SIDE OF A 10 IN CRAB APPLE TREE, 79.48 FT (24.23
 AA8577'M) SW OF THE TOP OF A POST IN THE CHAIN LINK R/W FENCE ON THE WEST
 AA8577'SIDE OF THE EASTBOUND (OFF) RAMP OF I-70, 86.09 FT (26.24 M) WEST OF
 AA8577'THE TOP OF A BRACED POST IN THE SAME FENCE, 85.10 FT (25.94 M) NW OF
 AA8577'THE BRACED END POST NEXT TO A TRAFFIC SIGNAL POLE, 79.86 FT (24.34 M)
 AA8577'NW OF THE NW COVER BOLT AT THE BASE OF A LIGHT POLE, AND 2 FT (0.6 M)
 AA8577'EAST OF A CARSONITE WITNESS POST THE AZIMUTH MARK IS ABOUT 0.35 MILES
 AA8577'(0.56 KM) SE IN THE EASTERLY ANGLE OF THE T-INTERSECTION OF DESOTO
 AA8577'AVENUE WITH BROADWAY.  IT IS 21.5 FT (6.6 M) SE OF CENTERLINE OF
 AA8577'DESOTO AVENUE, 13.84 FT (4.22 M) NW OF THE CORNER POST OF A CHAIN LINK
 AA8577'FENCE, 4.28 FT (1.30 M) NE OF THE EDGE OF A CONCRETE WALK, 2.9 FT (0.9
 AA8577'M) SE OF BACK OF CURB, 1.33 FT (0.41 M) NW OF THE EDGE OF A BRICK
 AA8577'WALK, AND 54.39 FT (16.58 M) SE OF THE SW CORNER OF THE CONCRETE
 AA8577'FOUNDATION OF BROADWAY FARMERS MARKET, 62.61 FT (19.08 M) SW OF THE SE
 AA8577'CORNER OF THE CONCRETE FOUNDATION OF BROADWAY FARMERS MARKED, AND 2 FT
 AA8577'(0.6 M) SW OF A CARSONITE WITNESS POST STATION AND AZIMUTH MARK TO
 AA8577'REACH TO REACH THE STATION FROM THE CENTER OF I-70 EXIT 246B (ADELAIDE
 AA8577'AVE) GO SW ON ADELAIDE FOR 300 FT AND THE STATION ON RIGHT (NW) SIDE
 AA8577'NEAR THE CREST OF THE HILL AS DESCRIBED. TO REACH THE AZIMUTH MARK
 AA8577'FROM THE STATION GO SOUTHEASTERLY ON I-70 TO THE NEXT EXIT EXIT 247
 AA8577'(GRAND AVENUE).  EXIT ONTO GRAND AVENUE. TURN LEFT AND GO NE ON GRAND
 AA8577'APPROXIMATELY 350 FT (106.7 M) TO INTERSECTION WITH BROADWAY.  TURN
 AA8577'LEFT AND GO NW ON BROADWAY FOR 0.3 MILES (0.5 KM) TO DESOTO STREET ON
 AA8577'RIGHT (NE) SIDE AND AZIMUTH MARK IN THE EASTERLY ANGLE OF THE
 AA8577'INTERSECTION AS DESCRIBED. DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8578 ***********************************************************************
 AA8578  DESIGNATION -  CSL 18
 AA8578  PID         -  AA8578
 AA8578  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8578  USGS QUAD   -  CLAYTON (1993)
 AA8578
 AA8578                         *CURRENT SURVEY CONTROL
 AA8578  ___________________________________________________________________
 AA8578* NAD 83(1997)-  38 40 35.06635(N)    090 15 05.42487(W)     ADJUSTED  
 AA8578* NAVD 88     -       153.6    (meters)     504.     (feet)  GPS OBS   
 AA8578  ___________________________________________________________________
 AA8578  X           -     -21,886.378 (meters)                     COMP
 AA8578  Y           -  -4,985,902.901 (meters)                     COMP
 AA8578  Z           -   3,964,412.602 (meters)                     COMP
 AA8578  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AA8578  ELLIP HEIGHT-         122.46  (meters)          (02/17/00) GPS OBS
 AA8578  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 AA8578
 AA8578  HORZ ORDER  -  FIRST
 AA8578  ELLP ORDER  -  FOURTH    CLASS I
 AA8578
 AA8578.The horizontal coordinates were established by GPS observations
 AA8578.and adjusted by the National Geodetic Survey in February 2000..
 AA8578
 AA8578.The orthometric height was determined by GPS observations and a
 AA8578.high-resolution geoid model.
 AA8578
 AA8578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8578
 AA8578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8578
 AA8578.The ellipsoidal height was determined by GPS observations
 AA8578.and is referenced to NAD 83.
 AA8578
 AA8578.The geoid height was determined by GEOID03.
 AA8578
 AA8578;                    North         East     Units Scale Factor Converg.
 AA8578;SPC MO E     -   315,539.691   271,622.341   MT  0.99993909   +0 09 19.0
 AA8578;UTM  15      - 4,284,453.477   739,097.358   MT  1.00030404   +1 43 06.3
 AA8578
 AA8578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8578!SPC MO E     -   0.99998079  x   0.99993909  =   0.99991988
 AA8578!UTM  15      -   0.99998079  x   1.00030404  =   1.00028482
 AA8578
 AA8578                          SUPERSEDED SURVEY CONTROL
 AA8578
 AA8578  NAD 83(1997)-  38 40 35.06692(N)    090 15 05.42496(W) AD(       ) 1
 AA8578  NAD 83(1986)-  38 40 35.08149(N)    090 15 05.42075(W) AD(       ) 1
 AA8578
 AA8578.Superseded values are not recommended for survey control.
 AA8578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8578.See file dsdata.txt to determine how the superseded data were derived.
 AA8578
 AA8578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3909784453(NAD 83)
 AA8578_MARKER: DD = SURVEY DISK
 AA8578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8578_STAMPING: CSL-18 1990
 AA8578_MARK LOGO: MODNR 
 AA8578_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8578+STABILITY: SURFACE MOTION
 AA8578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8578+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8578
 AA8578  HISTORY     - Date     Condition        Report By
 AA8578  HISTORY     - 1990     MONUMENTED       MODNR
 AA8578
 AA8578                          STATION DESCRIPTION
 AA8578
 AA8578'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8578'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS IN THE
 AA8578'EASTERLY ANGLE OF THE INTERSECTION OF KINGSHIGHWAY BLVD AND NATURAL
 AA8578'BRIDGE AVENUE.  IT IS 22.66 FT (6.91 M) NW OF A CUT (X) ON THE NORTH
 AA8578'ANCHOR BOLT OF A SINCLAIR OIL SIGNPOST, 22.94 FT (6.99 M) NE OF A CUT
 AA8578'(X) ON THE NORTH CORNER OF A CONCRETE TRAFFIC SIGNAL BASE, 10.02 FT
 AA8578'(3.05 M) ENE OF A CUT (X) ON THE EAST CORNER OF A CONCRETE TRAFFIC
 AA8578'SIGNAL BASE, 21.94 FT (6.69 M) NE OF THE EDGE OF A CONCRETE WALK,
 AA8578'10.02 FT (3.05 M) SE OF THE BACK OF CURB, AND 2.5 FT (0.8 M) SE OF THE
 AA8578'EDGE OF A CONCRETE WALK, AND 2 FT (0.6 M) SW OF A CARSONITE WITNESS
 AA8578'POST THE AZIMUTH MARK IS ABOUT 0.35 MILES (0.56 KM) SE IN THE WEST
 AA8578'ANGLE OF THE INTERSECTION OF NATURAL BRIDGE AND SHREVE AVENUES.  IT IS
 AA8578'20 FT NW OF THE CENTERLINE OF SHREVE AVENUE 14.41 FT  (4.39 M) SOUTH
 AA8578'OF A CUT (X) ON THE SW CURB OF NATURAL BRIDGE, 9.74 FT (2.97 M) ESE OF
 AA8578'THE EAST CORNER OF THE BRICK BUILDING AT 4800 NATURAL BRIDGE, 7.68 FT
 AA8578'(2.34 M) NNE OF THE CENTER OF A FIRE HYDRANT, 2.5 FT (0.8 M) NW OF THE
 AA8578'CENTER OF A TRAFFIC SIGNAL POST WITH A WITNESS POST DECAL ON IT, 4.1
 AA8578'FT (1.2 M) NW OF BACK OF CURB, 1.2 FT (0.4 M) SE AND 0.8 FT (24.4 CM)
 AA8578'SW OF EDGES OF THE CONCRETE WALK. STATION AND AZIMUTH MARK TO REACH TO
 AA8578'REACH THE STATION FROM THE CENTER OF I-70 EXIT 244B (KINGSHIGHWAY) GO
 AA8578'SOUTHWESTERLY ON KINGSHIGHWAY FOR 0.8 MILES (1.3 KM) TO THE TRAFFIC
 AA8578'LIGHT INTERSECTION WITH NATURAL BRIDGE AVENUE AND THE STATION ON LEFT
 AA8578'(SOUTHEAST) SIDE IN THE EASTERLY ANGLE OF THE INTERSECTION AS
 AA8578'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEASTERLY
 AA8578'ON NATURAL BRIDGE FOR 0.35 MILES (0.56 KM) TO SHREVE AVENUE AND THE
 AA8578'AZIMUTH MARK IN THE WESTERLY ANGLE OF THE INTERSECTION AS DESCRIBED.
 AA8578'DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8579 ***********************************************************************
 AA8579  DESIGNATION -  CSL 19
 AA8579  PID         -  AA8579
 AA8579  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8579  USGS QUAD   -  GRANITE CITY (1998)
 AA8579
 AA8579                         *CURRENT SURVEY CONTROL
 AA8579  ___________________________________________________________________
 AA8579* NAD 83(1997)-  38 43 21.38417(N)    090 14 23.86378(W)     ADJUSTED  
 AA8579* NAVD 88     -       142.6    (meters)     468.     (feet)  GPS OBS   
 AA8579  ___________________________________________________________________
 AA8579  X           -     -20,868.283 (meters)                     COMP
 AA8579  Y           -  -4,982,691.934 (meters)                     COMP
 AA8579  Z           -   3,968,408.259 (meters)                     COMP
 AA8579  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AA8579  ELLIP HEIGHT-         111.35  (meters)          (02/17/00) GPS OBS
 AA8579  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 AA8579
 AA8579  HORZ ORDER  -  FIRST
 AA8579  ELLP ORDER  -  FOURTH    CLASS I
 AA8579
 AA8579.The horizontal coordinates were established by GPS observations
 AA8579.and adjusted by the National Geodetic Survey in February 2000..
 AA8579
 AA8579.The orthometric height was determined by GPS observations and a
 AA8579.high-resolution geoid model.
 AA8579
 AA8579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8579
 AA8579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8579
 AA8579.The ellipsoidal height was determined by GPS observations
 AA8579.and is referenced to NAD 83.
 AA8579
 AA8579.The geoid height was determined by GEOID03.
 AA8579
 AA8579;                    North         East     Units Scale Factor Converg.
 AA8579;SPC MO E     -   320,670.730   272,612.343   MT  0.99993963   +0 09 45.6
 AA8579;UTM  15      - 4,289,611.517   739,947.267   MT  1.00030905   +1 43 38.5
 AA8579
 AA8579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8579!SPC MO E     -   0.99998253  x   0.99993963  =   0.99992216
 AA8579!UTM  15      -   0.99998253  x   1.00030905  =   1.00029157
 AA8579
 AA8579                          SUPERSEDED SURVEY CONTROL
 AA8579
 AA8579  NAD 83(1997)-  38 43 21.38463(N)    090 14 23.86385(W) AD(       ) 1
 AA8579  NAD 83(1986)-  38 43 21.39925(N)    090 14 23.85917(W) AD(       ) 1
 AA8579
 AA8579.Superseded values are not recommended for survey control.
 AA8579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8579.See file dsdata.txt to determine how the superseded data were derived.
 AA8579
 AA8579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3994789612(NAD 83)
 AA8579_MARKER: DD = SURVEY DISK
 AA8579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8579_STAMPING: CSL-19 1990
 AA8579_MARK LOGO: MODNR 
 AA8579_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8579+STABILITY: SURFACE MOTION
 AA8579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8579+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8579
 AA8579  HISTORY     - Date     Condition        Report By
 AA8579  HISTORY     - 1990     MONUMENTED       MODNR
 AA8579
 AA8579                          STATION DESCRIPTION
 AA8579
 AA8579'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8579'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED IN
 AA8579'THE NE QUADRANT OF THE HALLS FERRY TRAFFIC CIRCLE IN THE NORTH PART OF
 AA8579'ST LOUIS, MO (THE CIRCLE IS THE COMMON INTERSECTION OF HALLS FERRY
 AA8579'ROAD, RIVERVIEW AND GOODFELLOW BOULEVARDS AND MO HIGHWAY 367).  IT IS
 AA8579'55.98 FT (17.06 M) SW OF A STREET LIGHT POLE, 48.55 FT (14.80 M) SW OF
 AA8579'A CUT (X) ON THE SW RIM OF A BELL SYSTEM M.H., 46.40 FT (14.14 M) SW
 AA8579'OF A CUT (X) ON THE SOUTH RIM OF AN (AS) MANHOLE 23.10 FT (7.04 M) NE
 AA8579'OF A GAS LINE MARKER, 22.94 FT (6.99 M) NE OF A GAS LINE VALVE BOX,
 AA8579'37.96 FT (11.57 M) SE OF A CUT (X) ON THE SE RIM OF A SEWER M.H., AND
 AA8579'2 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST THE AZIMUTH MARK IS
 AA8579'ABOUT 1/4 MILE ENE IN THE PARKWAY MEDIAN OF RIVERVIEW BLVD. AND IN
 AA8579'FRONT OF HOUSE NO. 1062 RIVERVIEW BLVD. (APPROXIMATELY 200 FT (61.0 M)
 AA8579'WEST OF NEWBY STREET).  IT IS 41.83 FT (12.75 M) SE OF THE CENTER OF A
 AA8579'CONCRETE LIGHT POLE, 24.31 FT (7.41 M) SE OF A CUT (X) ON THE SW
 AA8579'CORNER OF A WATER M.H. RIM, 17.13 FT (5.22 M) SOUTH OF AN ALUMINUM
 AA8579'NAIL IN A NOTCH AT THE BASE OF A 16 IN GUM TREE, 31.33 FT (9.55 M) SW
 AA8579'OF THE MID POINT BETWEEN A PAIR OF CONTROL VALVE BOXES, 25.81 FT (7.87
 AA8579'M) EAST OF CENTER OF A STEEL LIGHT POLE AND 4.0 FT (1.2 M) NORTH OF A
 AA8579'CUT (X) ON THE MEDIAN CURB, AND 2 FT (0.6 M) SW OF A CARSONITE WITNESS
 AA8579'POST STATION AND AZIMUTH MARK TO REACH TO REACH THE STATION FROM THE
 AA8579'CENTER OF I-70 EXIT 243 (GOODFELLOW BLVD.) GO NORTHEASTERLY ON
 AA8579'GOODFELLOW FOR 2.4 MILES (3.9 KM) TO THE HALLS FERRY TRAFFIC CIRCLE
 AA8579'AND THE STATION IN THE NE QUADRANT AS DESCRIBED. TO REACH THE AZIMUTH
 AA8579'MARK FROM THE STATION GO EASTERLY ON RIVERVIEW BLVD.  FOR 0.25 MILES
 AA8579'(0.40 KM) TO HOUSE NO. 1062 ON RIGHT (SOUTH) AND AZIMUTH MARK ON LEFT
 AA8579'(NORTH) IN PARKWAY MEDIAN AS DESCRIBED. DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8580 ***********************************************************************
 AA8580  DESIGNATION -  CSL 20
 AA8580  PID         -  AA8580
 AA8580  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8580  USGS QUAD   -  CLAYTON (1993)
 AA8580
 AA8580                         *CURRENT SURVEY CONTROL
 AA8580  ___________________________________________________________________
 AA8580* NAD 83(1997)-  38 42 00.76995(N)    090 15 53.04359(W)     ADJUSTED  
 AA8580* NAVD 88     -       162.0    (meters)     531.     (feet)  GPS OBS   
 AA8580  ___________________________________________________________________
 AA8580  X           -     -23,029.830 (meters)                     COMP
 AA8580  Y           -  -4,984,252.252 (meters)                     COMP
 AA8580  Z           -   3,966,480.667 (meters)                     COMP
 AA8580  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AA8580  ELLIP HEIGHT-         130.78  (meters)          (02/17/00) GPS OBS
 AA8580  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AA8580
 AA8580  HORZ ORDER  -  FIRST
 AA8580  ELLP ORDER  -  FOURTH    CLASS I
 AA8580
 AA8580.The horizontal coordinates were established by GPS observations
 AA8580.and adjusted by the National Geodetic Survey in February 2000..
 AA8580
 AA8580.The orthometric height was determined by GPS observations and a
 AA8580.high-resolution geoid model.
 AA8580
 AA8580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8580
 AA8580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8580
 AA8580.The ellipsoidal height was determined by GPS observations
 AA8580.and is referenced to NAD 83.
 AA8580
 AA8580.The geoid height was determined by GEOID03.
 AA8580
 AA8580;                    North         East     Units Scale Factor Converg.
 AA8580;SPC MO E     -   318,179.238   270,464.588   MT  0.99993849   +0 08 49.6
 AA8580;UTM  15      - 4,287,061.395   737,867.571   MT  1.00029681   +1 42 39.7
 AA8580
 AA8580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8580!SPC MO E     -   0.99997948  x   0.99993849  =   0.99991797
 AA8580!UTM  15      -   0.99997948  x   1.00029681  =   1.00027628
 AA8580
 AA8580                          SUPERSEDED SURVEY CONTROL
 AA8580
 AA8580  NAD 83(1997)-  38 42 00.77049(N)    090 15 53.04368(W) AD(       ) 1
 AA8580  NAD 83(1986)-  38 42 00.78493(N)    090 15 53.03937(W) AD(       ) 1
 AA8580
 AA8580.Superseded values are not recommended for survey control.
 AA8580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8580.See file dsdata.txt to determine how the superseded data were derived.
 AA8580
 AA8580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3786887061(NAD 83)
 AA8580_MARKER: DD = SURVEY DISK
 AA8580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8580_STAMPING: CSL-20 1990
 AA8580_MARK LOGO: MODNR 
 AA8580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8580+STABILITY: SURFACE MOTION
 AA8580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8580+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8580
 AA8580  HISTORY     - Date     Condition        Report By
 AA8580  HISTORY     - 1990     MONUMENTED       MODNR
 AA8580
 AA8580                          STATION DESCRIPTION
 AA8580
 AA8580'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8580'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED IN
 AA8580'THE WESTERN ANGLE OF I-70 EXIT 243 ON THE SOUTH SIDE OF WOODLAND
 AA8580'AVENUE BETWEEN THE TOP OF THE EASTBOUND (OFF) RAMP AND THE WEST EDGE
 AA8580'OF GOODFELLOW BLVD.  IT IS IN AN AREA BETWEEN TWO ENTRANCES TO A
 AA8580'VACANT SERVICE STATION ON WOODLAND AND ABOUT 60 FT WEST OF THE
 AA8580'GOODFELLOW PAVEMENT.  IT IS 55.6 FT  (16.9 M) SE OF THE CENTER OF THE
 AA8580'SOUTH BASE FOR AN OVERHEAD TRAFFIC SIGN, 48.99 FT (14.93 M) NW OF A
 AA8580'CUT (X) IN THE WEST CORNER OF A TRAFFIC SIGNAL BASE, 3.3 FT (1.0 M) SW
 AA8580'OF THE BACK OF CURB, 2.1 FT  (0.6 M) NE OF THE EDGE OF SIDEWALK, 2.3
 AA8580'FT (0.7 M) NW OF THE WEST EDGE OF THE EASTERLY DRIVEWAY ENTRANCE, AND
 AA8580'2 FT (0.6 M) SE OF A CARSONITE WITNESS POST THE AZIMUTH MARK (CSL-23A,
 AA8580'1990) IS ABOUT 0.3 MILES (0.5 KM) NE IN THE SOUTH EDGE OF THE STOP
 AA8580'SIGN INTERSECTION OF GOODFELLOW BLVD. WITH LALITE AVENUE.  IT IS 25.05
 AA8580'FT (7.64 M) SW OF A CUT (X) ON THE SOUTH CURB OF LALITE JUST WEST OF A
 AA8580'CURB INLET, 1.5 FT (0.5 M) SE OF A CUT (X) ON THE EAST CURB OF
 AA8580'GOODFELLOW, 3.6 FT (1.1 M) SW OF A STEEL POST WITH A STOP SIGN, AND
 AA8580'2.5 FT (0.8 M) SW OF A CARSONITE WITNESS POST STATION AND AZIMUTH MARK
 AA8580'TO REACH TO REACH THE STATION FROM THE CENTER OF I-70 EXIT 243 GO
 AA8580'SOUTHWESTERLY ON GOODFELLOW FOR 0.1 MILES (0.2 KM) TO WINDHAM AVENUE
 AA8580'(ONE-WAY), TURN RIGHT AND GO NORTHWESTERLY ON WINDHAM FOR 200 FT T
 AA8580'ALLEY, TURN RIGHT AGAIN AND GO NORTHEASTERLY THRU ALLEY FOR 0.05 MILES
 AA8580'(0.08 KM) TO WOODLAND AVENUE, TURN RIGHT ON WOODLAND AND GO
 AA8580'SOUTHEASTERLY FOR 60 FT TO STATION ON RIGHT (SW) SIDE BETWEEN SERVICE
 AA8580'STATION ENTRANCES AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AA8580'CENTER OF I-70 EXIT 243 GO NORTHEASTERLY ON GOODFELLOW BLVD.  FOR 0.25
 AA8580'MILES (0.40 KM) TO STOP SIGN INTERSECTION WITH LALITE AVENUE AND
 AA8580'AZIMUTH MARK AS DESCRIBED ON RIGHT IN SOUTH ANGLE OF INTERSECTION.
 AA8580'DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8581 ***********************************************************************
 AA8581  DESIGNATION -  CSL 21
 AA8581  PID         -  AA8581
 AA8581  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8581  USGS QUAD   -  GRANITE CITY (1998)
 AA8581
 AA8581                         *CURRENT SURVEY CONTROL
 AA8581  ___________________________________________________________________
 AA8581* NAD 83(1997)-  38 42 13.91008(N)    090 13 21.82633(W)     ADJUSTED  
 AA8581* NAVD 88     -       131.1    (meters)     430.     (feet)  GPS OBS   
 AA8581  ___________________________________________________________________
 AA8581  X           -     -19,374.681 (meters)                     COMP
 AA8581  Y           -  -4,983,990.349 (meters)                     COMP
 AA8581  Z           -   3,966,777.584 (meters)                     COMP
 AA8581  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA8581  ELLIP HEIGHT-          99.91  (meters)          (02/17/00) GPS OBS
 AA8581  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AA8581
 AA8581  HORZ ORDER  -  FIRST
 AA8581  ELLP ORDER  -  FOURTH    CLASS I
 AA8581
 AA8581.The horizontal coordinates were established by GPS observations
 AA8581.and adjusted by the National Geodetic Survey in February 2000..
 AA8581
 AA8581.The orthometric height was determined by GPS observations and a
 AA8581.high-resolution geoid model.
 AA8581
 AA8581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8581
 AA8581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8581
 AA8581.The ellipsoidal height was determined by GPS observations
 AA8581.and is referenced to NAD 83.
 AA8581
 AA8581.The geoid height was determined by GEOID03.
 AA8581
 AA8581;                    North         East     Units Scale Factor Converg.
 AA8581;SPC MO E     -   318,594.620   274,117.155   MT  0.99994049   +0 10 24.2
 AA8581;UTM  15      - 4,287,576.503   741,508.780   MT  1.00031831   +1 44 14.8
 AA8581
 AA8581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8581!SPC MO E     -   0.99998432  x   0.99994049  =   0.99992482
 AA8581!UTM  15      -   0.99998432  x   1.00031831  =   1.00030263
 AA8581
 AA8581                          SUPERSEDED SURVEY CONTROL
 AA8581
 AA8581  NAD 83(1997)-  38 42 13.91055(N)    090 13 21.82641(W) AD(       ) 1
 AA8581  NAD 83(1986)-  38 42 13.92520(N)    090 13 21.82169(W) AD(       ) 1
 AA8581
 AA8581.Superseded values are not recommended for survey control.
 AA8581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8581.See file dsdata.txt to determine how the superseded data were derived.
 AA8581
 AA8581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4150987577(NAD 83)
 AA8581_MARKER: DD = SURVEY DISK
 AA8581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8581_STAMPING: CSL-21 1990
 AA8581_MARK LOGO: MODNR 
 AA8581_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8581+STABILITY: SURFACE MOTION
 AA8581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8581+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8581
 AA8581  HISTORY     - Date     Condition        Report By
 AA8581  HISTORY     - 1990     MONUMENTED       MODNR
 AA8581
 AA8581                          STATION DESCRIPTION
 AA8581
 AA8581'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8581'STATION, AZIMUTH MARKS AND REFERENCE TIES THE AZIMUTH MARK IS ABOUT
 AA8581'0.3 MILES (0.5 KM) NW ON THE SE SIDE OF HALL STREET (APPROXIMATELY 250
 AA8581'FT SOUTH OF BLAZE AVENUE) AND 43.2 FT (13.2 M) SE OF TH SOUTH RAIL OF
 AA8581'A RR X-ING.  IT IS 9.29 FT (2.83 M) SE OF THE CORNER POST OF A CHAIN
 AA8581'LINK FENCE, 7.28 FEET (2.22 M) FROM A CUT (X) 0.2 FT (6.1 CM) EAST OF
 AA8581'SW EDGE OF HALL STREET PAVEMENT, 4.59 FT (1.40 M) SW OF EDGE OF
 AA8581'PAVEMENT, 6.62 FT (2.02 M) NNW OF A CUT (X) 0.2 FT  (6.1 CM) FROM SW
 AA8581'EDGE OF PAVEMENT, 13.88 FT (4.23 M) FROM A BRACED POST IN THE CHAIN
 AA8581'LINK FENCE, AND 4.3 FT (1.3 M) NE OF A CARSONITE WITNESS POST STATION
 AA8581'AND AZIMUTH MARK TO REACH TO REACH THE STATION FROM THE CENTER OF I-70
 AA8581'EXIT 246B (ADELAIDE AVENUE), GO NE ON ADELAIDE AVENUE FOR 0.45 MILES
 AA8581'(0.72 KM) TO TRAFFIC LIGHT INTERSECTION WITH HALL STREET.  TURN LEFT
 AA8581'AND GO NW ON HALL STREET FOR 1.75 MILES (2.82 KM) TO STATION SITE ON
 AA8581'RIGHT (NE) SIDE OF STREET AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM
 AA8581'THE STATION CONTINUE NORTHWESTERLY ON HALL STREET FOR 0.3 MILES (0.5
 AA8581'KM) TO AZIMUTH MARK SITE ON LEFT (SW) SIDE JUST BEFORE REACHING THE
 AA8581'RAILROAD CROSSING AS DESCRIBED. DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8582 ***********************************************************************
 AA8582  DESIGNATION -  CSL 22
 AA8582  PID         -  AA8582
 AA8582  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8582  USGS QUAD   -  GRANITE CITY (1998)
 AA8582
 AA8582                         *CURRENT SURVEY CONTROL
 AA8582  ___________________________________________________________________
 AA8582* NAD 83(1997)-  38 44 03.78509(N)    090 12 41.96641(W)     ADJUSTED  
 AA8582* NAVD 88     -       133.1    (meters)     437.     (feet)  GPS OBS   
 AA8582  ___________________________________________________________________
 AA8582  X           -     -18,403.719 (meters)                     COMP
 AA8582  Y           -  -4,981,876.214 (meters)                     COMP
 AA8582  Z           -   3,969,422.326 (meters)                     COMP
 AA8582  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AA8582  ELLIP HEIGHT-         101.85  (meters)          (02/17/00) GPS OBS
 AA8582  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 AA8582
 AA8582  HORZ ORDER  -  FIRST
 AA8582  ELLP ORDER  -  FOURTH    CLASS I
 AA8582
 AA8582.The horizontal coordinates were established by GPS observations
 AA8582.and adjusted by the National Geodetic Survey in February 2000..
 AA8582
 AA8582.The orthometric height was determined by GPS observations and a
 AA8582.high-resolution geoid model.
 AA8582
 AA8582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8582
 AA8582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8582
 AA8582.The ellipsoidal height was determined by GPS observations
 AA8582.and is referenced to NAD 83.
 AA8582
 AA8582.The geoid height was determined by GEOID03.
 AA8582
 AA8582;                    North         East     Units Scale Factor Converg.
 AA8582;SPC MO E     -   321,985.498   275,069.559   MT  0.99994107   +0 10 49.5
 AA8582;UTM  15      - 4,290,993.419   742,368.571   MT  1.00032343   +1 44 44.0
 AA8582
 AA8582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8582!SPC MO E     -   0.99998402  x   0.99994107  =   0.99992509
 AA8582!UTM  15      -   0.99998402  x   1.00032343  =   1.00030744
 AA8582
 AA8582                          SUPERSEDED SURVEY CONTROL
 AA8582
 AA8582  NAD 83(1997)-  38 44 03.78553(N)    090 12 41.96647(W) AD(       ) 1
 AA8582  NAD 83(1986)-  38 44 03.80023(N)    090 12 41.96165(W) AD(       ) 1
 AA8582
 AA8582.Superseded values are not recommended for survey control.
 AA8582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8582.See file dsdata.txt to determine how the superseded data were derived.
 AA8582
 AA8582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4236990993(NAD 83)
 AA8582_MARKER: DD = SURVEY DISK
 AA8582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8582_STAMPING: CSL-22 1990
 AA8582_MARK LOGO: MODNR 
 AA8582_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8582+STABILITY: SURFACE MOTION
 AA8582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8582+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8582
 AA8582  HISTORY     - Date     Condition        Report By
 AA8582  HISTORY     - 1990     MONUMENTED       MODNR
 AA8582
 AA8582                          STATION DESCRIPTION
 AA8582
 AA8582'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8582'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED ON
 AA8582'THE NORTH CORNER OF A PROMINENT MOUND WITH A RESTROOM BUILDING NEAR
 AA8582'THE SOUTH END OF THE PARK AREA BETWEEN RIVERVIEW DRIVE AND THE
 AA8582'MISSISSIPPI RIVER.  IT IS 105 FT SE OF RIVERVIEW CURB AND 64 FT SE OF
 AA8582'THE CENTERLINE OF A RAILROAD TRACK (BOTH DISTANCES PACED).  IT IS 53.4
 AA8582'FT (16.3 M) NORTH OF THE EAST CORNER OF THE RESTROOM BUILDING, 44.5 FT
 AA8582'(13.6 M) NNE OF THE NORTH CORNER OF THE BUILDING, 56.4 FT (17.2 M) NE
 AA8582'OF THE CENTER OF A CLEAN OUT CAP IN THE SIDEWALK IN FRONT OF THE
 AA8582'BUILDING, 3.2 FT (1.0 M) NORTH OF THE EDGE OF THE SIDEWALK, AND 2 FT
 AA8582'(0.6 M) EAST OF A CARSONITE WITNESS POST THE AZIMUTH MARK, CSL-22A,
 AA8582'1990 IS A GROUTED DISC IN THE NORTH SIDE OF THE TOP OF A CONCRETE
 AA8582'VAULT WITH THREE MANHOLES SURROUNDED BY A CABLE FENCE WITH POSTS OF
 AA8582'RAILROAD RAIL.  IT IS LOCATED ABOUT 0.55 MILES (0.89 KM) NORTH OF THE
 AA8582'STATION, ABOUT 0.1 MILE (0.2 KM) NORTH OF ADRIAN DRIVE, AND IN THE
 AA8582'PARK AREA ON THE EAST SIDE OF RIVERVIEW. IT IS 57 FT EAST OF THE
 AA8582'CENTER LINE OF THE RAILROAD TRACK, 22.4 FT (6.8 M) SW OF A NAIL AND
 AA8582'SHINER IN THE NW SIDE OF A BRACE POLE FOR A POWER POLE, 20 FT EAST OF
 AA8582'A WITNESS POST AT THE NW CORNER OF THE VAULT, 4.40 FT (1.34 M) NW OF A
 AA8582'CUT (X) ON THE NW RIM OF THE EASTERLY MANHOLE AND 0.6 FT (18.3 CM)
 AA8582'SOUTH OF THE NORTH EDGE OF THE CONCRETE VAULT TOP. STATION AND AZIMUTH
 AA8582'MARK TO REACH TO REACH THE AZIMUTH MARK FROM THE CENTER OF I-70 EXIT
 AA8582'34 (RIVERVIEW DRIVE), GO SOUTH AND SOUTHWESTERLY ON RIVERVIEW FOR 2.25
 AA8582'MILES (3.62 KM) TO AZIMUTH MARK ON LEFT (EAST) AS DESCRIBED. TO REACH
 AA8582'THE STATION FROM THE AZIMUTH MARK CONTINUE SOUTH ON RIVER BLVD.  FOR
 AA8582'0.65 MILES (1.05 KM) TO THE SOUTH ENTRANCE TO NORTH RIVERFRONT PARK,
 AA8582'TURN LEFT (THRU MEDIAN) AND GO EAST 0.05 MILES (0.08 KM) TO PARKING
 AA8582'AREA.  THE STATION IS ON THE NORTH CORNER OF THE RAISED MOUND WITH A
 AA8582'RESTROOM AS DESCRIBED. THIS STATION ORIGINALLY SHARED A COMMON AZIMUTH
 AA8582'MARK CSL-23A, 1990 WITH STATION CSL-23, 1990.  CSL-23A, 1990 WAS
 AA8582'SCHEDULED FOR DESTRUCTION AND A NEW AZIMUTH, CSL-22A, 1990 WAS
 AA8582'ESTABLISHED IN JULY, 1990.  THE ORIGINAL MARK CSL-23A, ALSO A GROUTED
 AA8582'DISK ON A CONCRETE VAULT FOR WATER LINES, IS LOCATED ABOUT 1.1 MILES
 AA8582'(1.8 KM) NNE OF THE STATION ON THE SOUTH SIDE OF SPRING GARDEN DRIVE.
 AA8582'DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8583 ***********************************************************************
 AA8583  DESIGNATION -  CSL 23
 AA8583  PID         -  AA8583
 AA8583  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8583  USGS QUAD   -  COLUMBIA BOTTOM (1998)
 AA8583
 AA8583                         *CURRENT SURVEY CONTROL
 AA8583  ___________________________________________________________________
 AA8583* NAD 83(1997)-  38 45 05.21496(N)    090 11 32.61900(W)     ADJUSTED  
 AA8583* NAVD 88     -       132.18   (meters)     433.7    (feet)  LEVELING  
 AA8583  ___________________________________________________________________
 AA8583  X           -     -16,724.800 (meters)                     COMP
 AA8583  Y           -  -4,980,695.875 (meters)                     COMP
 AA8583  Z           -   3,970,899.206 (meters)                     COMP
 AA8583  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AA8583  ELLIP HEIGHT-         100.89  (meters)          (02/17/00) GPS OBS
 AA8583  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 AA8583
 AA8583  HORZ ORDER  -  FIRST
 AA8583  VERT ORDER  -  THIRD ?
 AA8583  ELLP ORDER  -  FOURTH    CLASS I
 AA8583
 AA8583.The horizontal coordinates were established by GPS observations
 AA8583.and adjusted by the National Geodetic Survey in February 2000..
 AA8583
 AA8583.The orthometric height was determined by differential leveling.
 AA8583.The vertical network tie was performed by a horz. field party for horz.
 AA8583.obs reductions. Reset procedures were used to establish the elevation.
 AA8583
 AA8583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8583
 AA8583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8583
 AA8583.The ellipsoidal height was determined by GPS observations
 AA8583.and is referenced to NAD 83.
 AA8583
 AA8583.The geoid height was determined by GEOID03.
 AA8583
 AA8583;                    North         East     Units Scale Factor Converg.
 AA8583;SPC MO E     -   323,885.096   276,738.008   MT  0.99994213   +0 11 33.2
 AA8583;UTM  15      - 4,292,938.640   743,985.128   MT  1.00033311   +1 45 29.8
 AA8583
 AA8583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8583!SPC MO E     -   0.99998417  x   0.99994213  =   0.99992630
 AA8583!UTM  15      -   0.99998417  x   1.00033311  =   1.00031728
 AA8583
 AA8583                          SUPERSEDED SURVEY CONTROL
 AA8583
 AA8583  NAD 83(1997)-  38 45 05.21537(N)    090 11 32.61906(W) AD(       ) 1
 AA8583  NAD 83(1986)-  38 45 05.23010(N)    090 11 32.61410(W) AD(       ) 1
 AA8583
 AA8583.Superseded values are not recommended for survey control.
 AA8583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8583.See file dsdata.txt to determine how the superseded data were derived.
 AA8583
 AA8583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4398592939(NAD 83)
 AA8583_MARKER: DD = SURVEY DISK
 AA8583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8583_STAMPING: CSL-23 1990
 AA8583_MARK LOGO: MODNR 
 AA8583_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8583+STABILITY: SURFACE MOTION
 AA8583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8583+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8583
 AA8583  HISTORY     - Date     Condition        Report By
 AA8583  HISTORY     - 1990     MONUMENTED       MODNR
 AA8583
 AA8583                          STATION DESCRIPTION
 AA8583
 AA8583'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8583'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED ABOUT
 AA8583'190 FT SW OF THE SOUTHERLY ENTRANCE GATE TO THE CITY OF ST LOUIS
 AA8583'CHAIN-OF-ROCKS PUMPING STATION ON RIVERVIEW DRIVE.  IT IS 165.1 FT
 AA8583'(50.3 M) SW OF THE CORNER POST OF THE CHAIN LINK FENCE AROUND THE
 AA8583'FACILITY, 161.7 FT (49.3 M) SW OF NGS BENCHMARK B323, 1981, 107.1 FT
 AA8583'(32.6 M) SOUTH OF THE CENTER OF A FIRE HYDRANT IN THE SOUTH RADIUS OF
 AA8583'THE ENTRANCE DRIVE, 109.5 FT (33.4 M) SSE OF A CUT (X) IN THE SOUTH
 AA8583'RIM OF A WATER MANHOLE FRAME IN THE SAME RADIUS, 102 FT (31.1 M) SE OF
 AA8583'THE CENTER OF A LIGHT POLE AND 88.7 FT (27.0 M) SE OF A CUT (X) ON THE
 AA8583'SE CURB OF RIVERVIEW DRIVE. THE AZIMUTH MARK IS ABOUT 0.45 MILES (0.72
 AA8583'KM) SOUTH NEAR THE SPRING GARDEN DRIVE ENTRANCE TO NORTH RIVERFRONT
 AA8583'PARK.  THE ORIGINAL AZIMUTH MARK CSL-23A, 1990, OBSERVED FOR AZIMUTH
 AA8583'WAS SCHEDULED TO BE DESTROYED BY MAINTENANCE OPERATIONS.  A NEW MARK
 AA8583'CSL-23A, NO. 2, 1990 WAS SET IN JULY, 1990 AND AZIMUTH TRANSFERRED.
 AA8583'CSL-23A, NO. 2, 1990 IS A DISC GROUTED IN THE TOP OF A RETAINING WALL
 AA8583'ON THE EAST SIDE OF THE RAILROAD TRACK.  IT IS 120 FT (36.6 M) SOUTH
 AA8583'OF THE CENTER LINE OF SPRING GARDEN DRIVE, 43.8 FT (13.4 M) SE OF A
 AA8583'CUT (X) ON THE EAST CURB OF RIVERVIEW DRIVE, 44 FT (13.4 M) NORTH OF
 AA8583'THE CENTER OF A DOUBLE PIPE CULVERT WITH A ROCK HEADWALL, 31.02 FT
 AA8583'(9.45 M) SW OF A NAIL AND SHINER IN THE NW SIDE OF A 19 IN WALNUT,
 AA8583'10.5 FT (3.2 M) EAST OF THE CENTER LINE OF THE TRACK, 1.25 FT (0.38 M)
 AA8583'WEST OF A CARSONITE WITNESS POST AND 1.09 FT (0.33 M) WEST OF THE EAST
 AA8583'EDGE OF THE RETAINING WALL. STATION AND AZIMUTH MARK TO REACH TO REACH
 AA8583'THE STATION FROM THE CENTER OF I-270 EXIT 34 RIVERVIEW DRIVE) GO SOUTH
 AA8583'AND SOUTHWESTERLY ON RIVERVIEW FOR 1.25 MILES (2.01 KM) TO THE SOUTH
 AA8583'ENTRANCE GATE TO THE CITY WATERWORKS AND THE STATION IN THE OPEN AREA
 AA8583'JUST BEYOND THE GATE ON THE LEFT (SE SIDE) OF RIVERVIEW AS DESCRIBED.
 AA8583'TO REACH THE AZIMUTH MARK CSL-23A, NO. 2, 1990 CONTINUE SOUTHWESTERLY
 AA8583'ON RIVERVIEW FOR 0.45 MILES (0.72 KM) TO SPRING GARDEN DRIVE (THE
 AA8583'ENTRANCE TO NORTH RIVERFRONT PARK) ON THE LEFT, TURN LEFT AND GO SE
 AA8583'ABOUT 200 FT (61.0 M) PARK ON EAST SIDE OF RAILROAD CROSSING.  AZIMUTH
 AA8583'MARK IS ABOUT 120 FT (36.6 M) SOUTH ON RIGHT AS DESCRIBED ABOVE. THE
 AA8583'ORIGINAL AZIMUTH MARK, CSL-23A HAS NO.BEEN DESTROYED AS OF AUGUST,
 AA8583'1994.  IT IS A GROUTED DISK ON A CONCRETE VAULT FOR WATER LINES FROM
 AA8583'THE TREATMENT PLANT AND IS LOCATED ABOUT 206.3 FT (62.9 M) SSE OF THE
 AA8583'NEW MARK CSL-23A, NO. 2 DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8584 ***********************************************************************
 AA8584  DESIGNATION -  CSL 24
 AA8584  PID         -  AA8584
 AA8584  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8584  USGS QUAD   -  COLUMBIA BOTTOM (1998)
 AA8584
 AA8584                         *CURRENT SURVEY CONTROL
 AA8584  ___________________________________________________________________
 AA8584* NAD 83(1997)-  38 46 21.44412(N)    090 10 54.74618(W)     ADJUSTED  
 AA8584* NAVD 88     -       130.3    (meters)     427.     (feet)  GPS OBS   
 AA8584  ___________________________________________________________________
 AA8584  X           -     -15,805.604 (meters)                     COMP
 AA8584  Y           -  -4,979,225.649 (meters)                     COMP
 AA8584  Z           -   3,972,730.944 (meters)                     COMP
 AA8584  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AA8584  ELLIP HEIGHT-          98.97  (meters)          (02/17/00) GPS OBS
 AA8584  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AA8584
 AA8584  HORZ ORDER  -  FIRST
 AA8584  ELLP ORDER  -  FOURTH    CLASS I
 AA8584
 AA8584.The horizontal coordinates were established by GPS observations
 AA8584.and adjusted by the National Geodetic Survey in February 2000..
 AA8584
 AA8584.The orthometric height was determined by GPS observations and a
 AA8584.high-resolution geoid model.
 AA8584
 AA8584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8584
 AA8584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8584
 AA8584.The ellipsoidal height was determined by GPS observations
 AA8584.and is referenced to NAD 83.
 AA8584
 AA8584.The geoid height was determined by GEOID03.
 AA8584
 AA8584;                    North         East     Units Scale Factor Converg.
 AA8584;SPC MO E     -   326,238.704   277,644.288   MT  0.99994274   +0 11 57.2
 AA8584;UTM  15      - 4,295,317.072   744,827.077   MT  1.00033818   +1 45 56.4
 AA8584
 AA8584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8584!SPC MO E     -   0.99998447  x   0.99994274  =   0.99992721
 AA8584!UTM  15      -   0.99998447  x   1.00033818  =   1.00032265
 AA8584
 AA8584                          SUPERSEDED SURVEY CONTROL
 AA8584
 AA8584  NAD 83(1997)-  38 46 21.44446(N)    090 10 54.74624(W) AD(       ) 1
 AA8584  NAD 83(1986)-  38 46 21.45946(N)    090 10 54.74085(W) AD(       ) 1
 AA8584
 AA8584.Superseded values are not recommended for survey control.
 AA8584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8584.See file dsdata.txt to determine how the superseded data were derived.
 AA8584
 AA8584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4482795317(NAD 83)
 AA8584_MARKER: DD = SURVEY DISK
 AA8584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8584_STAMPING: CSL-24 1990
 AA8584_MARK LOGO: MODNR 
 AA8584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8584+STABILITY: SURFACE MOTION
 AA8584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8584+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8584
 AA8584  HISTORY     - Date     Condition        Report By
 AA8584  HISTORY     - 1990     MONUMENTED       MODNR
 AA8584
 AA8584                          STATION DESCRIPTION
 AA8584
 AA8584'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8584'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED ON
 AA8584'THE EAST R/W OF RIVERVIEW DRIVE ABOUT 130 FT (39.6 M) NORTH OF COAL
 AA8584'BANK ROAD AND BETWEEN THE 1 GREEN AND THE 2 TEE OF THE NORTH SHORE
 AA8584'GOLF COURSE.  IT IS 115 FT NORTH OF THE CENTER OF A LIGHT POLE WITH
 AA8584'STREET SIGNS FOR RIVERVIEW DRIVE AND COAL BANK ROAD, 45.02 FT (13.72
 AA8584'M) NORTH OF A CUT (X) IN THE NORTH SIDE OF A WATER MANHOLE FRAME,
 AA8584'52.03 FT (15.86 M) NE OF AN ALUMINUM NAIL AND SHINER IN THE NORTH SIDE
 AA8584'OF A POWER POLE WITH TRANSFORMER, 12.4 FT (3.8 M) EAST OF A COTTON
 AA8584'PICKER SPINDLE 1 FT  (0.3 M) WEST OF THE EAST EDGE OF ASPHALT, 5 FT
 AA8584'WEST OF THE CENTER OF A DITCH ON THE WEST SIDE OF THE GOLF COURSE,
 AA8584'89.70 FT (27.34 M) SE OF AN ALUMINUM NAIL AND SHINER IN THE NE SIDE OF
 AA8584'A POWER POLE,28.50 FT SSE OF THE CENTER OF A CONCRETE LIGHT POLE, AND
 AA8584'2 FT (0.6 M) SW OF A CARSONITE WITNESS POST THE AZIMUTH MARK, CSL-24A,
 AA8584'1990 IS 0.3 MILES (0.5 KM) SOUTH IN THE NE ANGLE OF THE INTERSECTION
 AA8584'OF RIVERVIEW DRIVE AND DUNN ROAD EAST, (ENTRANCE DRIVE TO NORTH SHORE
 AA8584'GOLF COURSE).  IT IS 49.13 FT (14.97 M) NNW OF A PK NAIL AND SHINER IN
 AA8584'THE WEST SIDE OF THE SOUTH GATE POST OF THE ENTRANCE DRIVE, 37.03 FT
 AA8584'(11.29 M) NW OF A PK NAIL AND SHINER IN THE NORTH SIDE OF THE NORTH
 AA8584'GATE POST, 14.57 FT (4.44 M) EAST OF A CUT (X) NEAR THE EAST EDGE OF
 AA8584'THE RIVERVIEW PAVEMENT, 71.78 FT (21.88 M) SE OF THE CENTER OF A
 AA8584'CONCRETE LIGHT POST IN THE MEDIAN, 9.53 FT (2.90 M) SSE OF A METAL
 AA8584'STREET SIGN POST, AND 2 FT (0.6 M) SW OF A CARSONITE WITNESS POST
 AA8584'STATION AND AZIMUTH MARK TO REACH TO REACH THE AZIMUTH MARK FROM THE
 AA8584'CENTER OF I-270 EXIT 34 (RIVERVIEW DRIVE), GO NORTH ON RIVERVIEW FOR
 AA8584'0.1 MILES (0.2 KM) TO THE ENTRANCE TO THE NORTH SHORE GOLF COURSE ON
 AA8584'RIGHT (EAST) AND THE MARK AS DESCRIBED ABOVE IN THE NE ANGLE OF THE
 AA8584'INTERSECTION. TO REACH THE STATION FROM THE AZIMUTH MARK CONTINUE
 AA8584'NORTH ON RIVERVIEW FOR AN ADDITIONAL 0.3 MILES (0.5 KM) TO THE STATION
 AA8584'SITE AS DESCRIBED ABOUT 130 FT NORTH OF COAL BANK ROAD. DATE OF REPORT
 AA8584'06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8585 ***********************************************************************
 AA8585  DESIGNATION -  CSL 24A
 AA8585  PID         -  AA8585
 AA8585  STATE/COUNTY-  MO/C OF ST LOUIS
 AA8585  USGS QUAD   -  COLUMBIA BOTTOM (1998)
 AA8585
 AA8585                         *CURRENT SURVEY CONTROL
 AA8585  ___________________________________________________________________
 AA8585* NAD 83(1997)-  38 46 06.70890(N)    090 10 54.70741(W)     ADJUSTED  
 AA8585* NAVD 88     -       134.1    (meters)     440.     (feet)  GPS OBS   
 AA8585  ___________________________________________________________________
 AA8585  X           -     -15,805.581 (meters)                     COMP
 AA8585  Y           -  -4,979,513.184 (meters)                     COMP
 AA8585  Z           -   3,972,379.080 (meters)                     COMP
 AA8585  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AA8585  ELLIP HEIGHT-         102.81  (meters)          (02/17/00) GPS OBS
 AA8585  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AA8585
 AA8585  HORZ ORDER  -  FIRST
 AA8585  ELLP ORDER  -  FOURTH    CLASS I
 AA8585
 AA8585.The horizontal coordinates were established by GPS observations
 AA8585.and adjusted by the National Geodetic Survey in February 2000..
 AA8585
 AA8585.The orthometric height was determined by GPS observations and a
 AA8585.high-resolution geoid model.
 AA8585
 AA8585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8585
 AA8585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8585
 AA8585.The ellipsoidal height was determined by GPS observations
 AA8585.and is referenced to NAD 83.
 AA8585
 AA8585.The geoid height was determined by GEOID03.
 AA8585
 AA8585;                    North         East     Units Scale Factor Converg.
 AA8585;SPC MO E     -   325,784.354   277,646.804   MT  0.99994274   +0 11 57.2
 AA8585;UTM  15      - 4,294,862.781   744,842.017   MT  1.00033827   +1 45 55.9
 AA8585
 AA8585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8585!SPC MO E     -   0.99998387  x   0.99994274  =   0.99992661
 AA8585!UTM  15      -   0.99998387  x   1.00033827  =   1.00032213
 AA8585
 AA8585                          SUPERSEDED SURVEY CONTROL
 AA8585
 AA8585  NAD 83(1997)-  38 46 06.70932(N)    090 10 54.70747(W) AD(       ) 1
 AA8585  NAD 83(1986)-  38 46 06.72402(N)    090 10 54.70253(W) AD(       ) 1
 AA8585
 AA8585.Superseded values are not recommended for survey control.
 AA8585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8585.See file dsdata.txt to determine how the superseded data were derived.
 AA8585
 AA8585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4484294863(NAD 83)
 AA8585_MARKER: DD = SURVEY DISK
 AA8585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8585_STAMPING: CSL-24A 1990
 AA8585_MARK LOGO: MODNR 
 AA8585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8585+STABILITY: SURFACE MOTION
 AA8585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8585+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA8585
 AA8585  HISTORY     - Date     Condition        Report By
 AA8585  HISTORY     - 1990     MONUMENTED       MODNR
 AA8585
 AA8585                          STATION DESCRIPTION
 AA8585
 AA8585'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8585'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION, CSL-24A, 1990
 AA8585'IS 0.3 MILES (0.5 KM) SOUTH IN THE NE ANGLE OF THE INTERSECTION OF
 AA8585'RIVERVIEW DRIVE AND DUNN ROAD EAST, (ENTRANCE DRIVE TO NORTH SHORE
 AA8585'GOLF COURSE).  IT IS 49.13 FT (14.97 M) NNW OF A PK NAIL AND SHINER IN
 AA8585'THE WEST SIDE OF THE SOUTH GATE POST OF THE ENTRANCE DRIVE, 37.03 FT
 AA8585'(11.29 M) NW OF A PK NAIL AND SHINER IN THE NORTH SIDE OF THE NORTH
 AA8585'GATE POST, 14.57 FT (4.44 M) EAST OF A CUT (X) NEAR THE EAST EDGE OF
 AA8585'THE RIVERVIEW PAVEMENT, 71.78 FT (21.88 M) SE OF THE CENTER OF A
 AA8585'CONCRETE LIGHT POST IN THE MEDIAN, 9.53 FT (2.90 M) SSE OF A METAL
 AA8585'STREET SIGN POST, AND 2 FT (0.6 M) SW OF A CARSONITE WITNESS POST THE
 AA8585'AZIMUTH MARK FOR THIS STATION IS CSL-24 AND IS LOCATED ON THE EAST R/W
 AA8585'OF RIVERVIEW DRIVE ABOUT 130 FT (39.6 M) NORTH OF COAL BANK ROAD AND
 AA8585'BETWEEN THE 1 GREEN AND THE 2 TEE OF THE NORTH SHORE GOLF COURSE.  IT
 AA8585'IS 115 FT NORTH OF THE CENTER OF A LIGHT POLE WITH STREET SIGNS FOR
 AA8585'RIVERVIEW DRIVE AND COAL BANK ROAD, 45.02 FT (13.72 M) NORTH OF A CUT
 AA8585'(X) IN THE NORTH SIDE OF A WATER MANHOLE FRAME, 52.03 FT (15.86 M) NE
 AA8585'OF AN ALUMINUM NAIL AND SHINER IN THE NORTH SIDE OF A POWER POLE WITH
 AA8585'TRANSFORMER, 12.4 FT (3.8 M) EAST OF A COTTON PICKER SPINDLE 1 FT (0.3
 AA8585'M) WEST OF THE EAST EDGE OF ASPHALT, 5 FT WEST OF THE CENTER OF A
 AA8585'DITCH ON THE WEST SIDE OF THE GOLF COURSE, 89.70 FT (27.34 M) SE OF AN
 AA8585'ALUMINUM NAIL AND SHINER IN THE NE SIDE OF A POWER POLE,28.50 FT SSE
 AA8585'OF THE CENTER OF A CONCRETE LIGHT POLE, AND 2 FT (0.6 M) SW OF A
 AA8585'CARSONITE WITNESS POST STATION AND AZIMUTH MARK TO REACH TO REACH THE
 AA8585'STATION FROM THE CENTER OF I-270 EXIT 34 (RIVERVIEW DRIVE), GO NORTH
 AA8585'ON RIVERVIEW FOR 0.1 MILES (0.2 KM) TO THE ENTRANCE TO THE NORTH SHORE
 AA8585'GOLF COURSE ON RIGHT (EAST) AND THE MARK AS DESCRIBED ABOVE IN THE NE
 AA8585'ANGLE OF THE INTERSECTION. TO REACH THE AZIMUTH MARK FROM THE STATION
 AA8585'CONTINUE NORTH ON RIVERVIEW FOR AN ADDITIONAL 0.3 MILES (0.5 KM) TO
 AA8585'THE AZIMUTH MARK AS DESCRIBED ABOUT 130 FT NORTH OF COAL BANK ROAD.
 AA8585'DATE OF REPORT 06-06-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0941 ***********************************************************************
 HE0941  DESIGNATION -  CUB
 HE0941  PID         -  HE0941
 HE0941  STATE/COUNTY-  MO/JASPER
 HE0941  USGS QUAD   -  CARTHAGE (1978)
 HE0941
 HE0941                         *CURRENT SURVEY CONTROL
 HE0941  ___________________________________________________________________
 HE0941* NAD 83(1997)-  37 08 24.55613(N)    094 19 00.70388(W)     ADJUSTED  
 HE0941* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 HE0941  ___________________________________________________________________
 HE0941  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 HE0941  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 HE0941
 HE0941  HORZ ORDER  -  SECOND
 HE0941
 HE0941.The horizontal coordinates were established by classical geodetic methods
 HE0941.and adjusted by the National Geodetic Survey in February 2000..
 HE0941
 HE0941.The orthometric height was scaled from a topographic map.
 HE0941
 HE0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0941
 HE0941.The geoid height was determined by GEOID03.
 HE0941
 HE0941;                    North         East     Units Scale Factor Converg.
 HE0941;SPC MO W     -   108,038.423   866,270.484   MT  0.99994444   +0 06 38.1
 HE0941;UTM  15      - 4,111,231.916   383,043.371   MT  0.99976850   -0 47 42.6
 HE0941
 HE0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0941!SPC MO W     -   0.99995287  x   0.99994444  =   0.99989732
 HE0941!UTM  15      -   0.99995287  x   0.99976850  =   0.99972138
 HE0941
 HE0941:                Primary Azimuth Mark                     Grid Az
 HE0941:SPC MO W     -  CARTHAGE MUNICIPAL TANK                  015 00 32.3
 HE0941:UTM  15      -  CARTHAGE MUNICIPAL TANK                  015 54 53.0
 HE0941
 HE0941|---------------------------------------------------------------------|
 HE0941| PID    Reference Object                     Distance      Geod. Az  |
 HE0941|                                                           dddmmss.s |
 HE0941| HE0942 CARTHAGE MUNICIPAL TANK             APPROX. 1.6 KM 0150710.4 |
 HE0941| HE0940 CARTHAGE RADIO STA KDMO MAST        APPROX. 4.3 KM 0271234.6 |
 HE0941| HE0944 AIRPORT BCN CARTHAGE MUN APT        APPROX. 0.6 KM 0361328.1 |
 HE0941| AJ6376 CUB AZ MK 2                         APPROX. 0.6 KM 0374920.0 |
 HE0941| AJ6366 CUB AZ MK                                          0474258.2 |
 HE0941| AJ2382 CUB RM 2                              1.744 METERS 26749     |
 HE0941| HE0945 CARTHAGE NEW MUNICIPAL TANK         APPROX. 3.0 KM 3584414.2 |
 HE0941| AJ6365 CUB RM 1                              2.064 METERS 35901     |
 HE0941|---------------------------------------------------------------------|
 HE0941
 HE0941                          SUPERSEDED SURVEY CONTROL
 HE0941
 HE0941  NAD 83(1997)-  37 08 24.55655(N)    094 19 00.70402(W) AD(       ) 2
 HE0941  NAD 83(1997)-  37 08 24.56442(N)    094 19 00.70697(W) AD(       ) 2
 HE0941  NAD 83(1986)-  37 08 24.56957(N)    094 19 00.70144(W) AD(       ) 2
 HE0941  NAD 27      -  37 08 24.35780(N)    094 18 59.90390(W) AD(       ) 2
 HE0941
 HE0941.Superseded values are not recommended for survey control.
 HE0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0941.See file dsdata.txt to determine how the superseded data were derived.
 HE0941
 HE0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8304311232(NAD 83)
 HE0941_MARKER: DS = TRIANGULATION STATION DISK
 HE0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0941_STAMPING: CUB 1959
 HE0941_MARK LOGO: NGS   
 HE0941_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0941+STABILITY: SURFACE MOTION
 HE0941
 HE0941  HISTORY     - Date     Condition        Report By
 HE0941  HISTORY     - 1959     MONUMENTED       CGS
 HE0941  HISTORY     - 1961     GOOD             MOHC
 HE0941  HISTORY     - 19830621 GOOD             NGS
 HE0941
 HE0941                          STATION DESCRIPTION
 HE0941
 HE0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HE0941'THE STATION IS LOCATED IN THE SOUTH EDGE OF CARTHAGE, ABOUT 0.5
 HE0941'MILE SOUTHWEST OF THE CARTHAGE MUNICIPAL AIRPORT, ON STATE HIGHWAY
 HE0941'PROPERTY.  IT IS IN THE SOUTHWEST 1/4 OF SEC. 16, T 28 N, R 31 W.
 HE0941'IT IS 283 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STONE
 HE0941'HOUSE, 164 FEET EAST OF THE CENTER OF THE INTERSECTION OF A
 HE0941'GRAVELED ROAD AND A DRIVEWAY, 40 FEET SOUTH OF THE CENTERLINE OF
 HE0941'COUNTY HIGHWAY HH, 3 FEET NORTH OF A WIRE FENCE, AND 3 FEET
 HE0941'NORTH OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 HE0941'IS STAMPED CUB 1959.
 HE0941'
 HE0941'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66, 71,
 HE0941'AND ALTERNATE 71 IN CARTHAGE, GO SOUTHERLY ON ALTERNATE U.S.
 HE0941'HIGHWAY 71 FOR 0.6 MILE TO THE JUNCTION OF COUNTY HIGHWAY F.
 HE0941'CONTINUE AHEAD, SOUTH, FOR 0.7 MILE TO THE ENTRANCE TO THE
 HE0941'CARTHAGE MUNICIPAL AIRPORT.  CONTINUE AHEAD FOR 0.05 MILE TO
 HE0941'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD, SOUTH, ON
 HE0941'ALTERNATE HIGHWAY 71 FOR 0.3 MILE TO THE JUNCTION OF COUNTY
 HE0941'HIGHWAY HH.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 HE0941'0.3 MILE TO THE STATION ON THE LEFT.
 HE0941'
 HE0941'REFERENCE MARK 1 IS 70 FEET NORTH OF THE WITNESS POST, 37 FEET
 HE0941'NORTH OF THE CENTERLINE OF HIGHWAY HH, AND 8 FEET SOUTH OF THE
 HE0941'SOUTH EDGE OF A CULTIVATED FIELD.  THE MONUMENT IS FLUSH AND THE
 HE0941'DISK IS STAMPED CUB NO 1 1959.
 HE0941'
 HE0941'REFERENCE MARK 2 IS 90 FEET EAST OF A FENCE CORNER, 42 FEET
 HE0941'SOUTH OF THE CENTERLINE OF HIGHWAY HH, AND 1 FOOT NORTH OF A
 HE0941'FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED CUB
 HE0941'NO 2 1959.
 HE0941'
 HE0941'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTERLINE OF ALTERNATE
 HE0941'U.S. HIGHWAY 71, 4 FEET WEST OF A WIRE FENCE, 4 FEET SOUTH OF A
 HE0941'WITNESS POST, AND 2 FEET SOUTH OF A TELEPHONE POLE.  THE MONUMENT
 HE0941'PROJECTS 2 INCHES TO THE EAST AND 4 INCHES TO THE WEST AND THE
 HE0941'DISK IS STAMPED CUB 1959.
 HE0941'
 HE0941'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HE0941
 HE0941                          STATION RECOVERY (1961)
 HE0941
 HE0941'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 HE0941'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 HE0941
 HE0941                          STATION RECOVERY (1983)
 HE0941
 HE0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HE0941'THE SURFACE STATION MARK, RMS 1, 2 AND THE AZ MK WERE RECOVERED IN
 HE0941'GOOD CONDITION.  THE DISTANCES TO THE RMS AGREED WIH 1959 DATA.  THE
 HE0941'DIRECTIONS TO THE CARTHAGE MUNICIPAL AIRPORT BEACON AND RM 1 AGREED
 HE0941'FAVORABLY WITH 1959 DATA, BUT THE DIRECTION TO RM 70 SECONDS SMALLER.
 HE0941'THE AZ MK WAS IN A CONSTRUCTION AREA, THEREFORE, A NEW AZ MK WAS
 HE0941'ESTABLISHED.  THE OLD AZ MK IS NOW DESTROYED.  A NEW DESCRIPTION
 HE0941'FOLLOWS.  THE STATION IS LOCATED AT THE S EDGE OF CARTHAGE, NEAR THE
 HE0941'SW CORNER OF THE MUNI APT, 0.4 KM (0.25 MI) W OF TTHE JUNCTION OF U.S
 HE0941'HWY ALTERNATE 71 AND STATE ROAD HH, ON THE S RIGHT-OF-WAY OF ROAD HH
 HE0941'AND IN THE SW1/4, SEC16, T28N, R31W.  TO REACH THE STATION FROM THE
 HE0941'JUNCTION OF U.S HWY ALTERNATE 71 AND STATE ROAD HH, FIR STREET, GO W
 HE0941'ON ROAD HH FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.  THE
 HE0941'STATION IS A STANDARD, CGS, DISK STAMPED,---CUB 1959---, SET INTO THE
 HE0941'TOP OF A SQUARE CONCRETE MONUMENT, 14 INCHES, 36 CM, IN DIAMETER,
 HE0941'FLUSH, WITH GROUND.  THE STATION IS LOCATED 86.3 METERS (283.1 FT) NE
 HE0941'FROM THE NE CORNER OF A BRICK HOUSE, 50 METERS (164.0 FT) E FROM THE
 HE0941'CENTERLINE OF THE HOUSE, 12.2 METERS (40.0 FT) S FROM THE CENTERLINE
 HE0941'OF ROAD HH, 0.85 METERS (2.79 FT) NW FROM A WITNESS POST, AND 0.91
 HE0941'METERS (2.99 FT) N FROM A FENCE.  AZ MK NO 2, IS A STANDARD, NGS, DISK
 HE0941'STAMPED,---CUB 1959 NO 2 1983---, CEMENTED INTO A DRILLED HOLE AT THE
 HE0941'W EDGE OF A 48-INCH ROUND CONCRETE FOUNDATION FOR THE FLAG POLE AT THE
 HE0941'ADMINISTRATION BUILDING OF THE MUNICIPAL AIRPOORT, AND IS FLUSH WITH
 HE0941'THE GROUND. THE STATION IS LOCATED 38.46 METERS (126.18 FT) S FROM THE
 HE0941'SE LEG OF THE AIRPORT BEACON TOWER, 22.7 METERS (74.5 FT) E FROM THE
 HE0941'SE CORNER OF THE ADMINISTRATION BUILDING, 0.41 METERS (1.35 FT) W FROM
 HE0941'THE FLAG POLE.  TO REACH THE AZ MK FROM THE STATION, GO E ON ROAD HH
 HE0941'FOR 0.48 KM (0.30 MI) TO U.S HWY ALTERNATE 71.  TURN LEFT AND GO N FOR
 HE0941'0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND
 HE0941'GO W ON THE AIRPORT ROAD FOR 0.24 KM (0.15 MI) TO THE ADMINISTRATION
 HE0941'BUILDING, THE FLAG POLE AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ6376 ***********************************************************************
 AJ6376  DESIGNATION -  CUB AZ MK 2
 AJ6376  PID         -  AJ6376
 AJ6376  STATE/COUNTY-  MO/JASPER
 AJ6376  USGS QUAD   -  CARTHAGE (1978)
 AJ6376
 AJ6376                         *CURRENT SURVEY CONTROL
 AJ6376  ___________________________________________________________________
 AJ6376* NAD 83(1997)-  37 08 39.61830(N)    094 18 46.09735(W)     ADJUSTED  
 AJ6376* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 AJ6376  ___________________________________________________________________
 AJ6376  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AJ6376  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 AJ6376
 AJ6376  HORZ ORDER  -  THIRD
 AJ6376
 AJ6376.The horizontal coordinates were established by classical geodetic methods
 AJ6376.and adjusted by the National Geodetic Survey in November 2001..
 AJ6376
 AJ6376.The orthometric height was scaled from a topographic map.
 AJ6376
 AJ6376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6376
 AJ6376.The geoid height was determined by GEOID03.
 AJ6376
 AJ6376;                    North         East     Units Scale Factor Converg.
 AJ6376;SPC MO W     -   108,503.434   866,630.037   MT  0.99994458   +0 06 46.9
 AJ6376;UTM  15      - 4,111,691.104   383,410.165   MT  0.99976745   -0 47 34.1
 AJ6376
 AJ6376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6376!SPC MO W     -   0.99995311  x   0.99994458  =   0.99989770
 AJ6376!UTM  15      -   0.99995311  x   0.99976745  =   0.99972057
 AJ6376
 AJ6376                          SUPERSEDED SURVEY CONTROL
 AJ6376
 AJ6376.No superseded survey control is available for this station.
 AJ6376
 AJ6376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8341011691(NAD 83)
 AJ6376_MARKER: DD = SURVEY DISK
 AJ6376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6376_MARK LOGO: NGS   
 AJ6376_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6376+STABILITY: SURFACE MOTION
 AJ6376
 AJ6376  HISTORY     - Date     Condition        Report By
 AJ6376  HISTORY     - 1983     MONUMENTED       NGS
 AJ6376  HISTORY     - 20060607 MARK NOT FOUND   MODNR
 AJ6376
 AJ6376                          STATION DESCRIPTION
 AJ6376
 AJ6376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AJ6376'THE STATION IS AT THE CARTHAGE MUNICIPAL AIRPORT AND AT THE
 AJ6376'ADMINISTRATION BUILDING.  THE STATION MARK IS A STANDARD DISK,
 AJ6376'STAMPED---CUB 1959 NO 2 1983---, CEMENTED INTO A DRILLED HOLE AT THE W
 AJ6376'EDGE OF A 48-INCH ROUND CONCRETE MONUMENT FOR A FLAG POLE.  IT IS
 AJ6376'38.46 METERS (126.18 FT) S FROM THE SE LEG OF THE AIRPORT BEACON
 AJ6376'TOWER, 22.7 METERS (74.5 FT) E FROM THE SE CORNER OF THE
 AJ6376'ADMINISTRATION BUILDING, 0.41 METERS (1.35 FT) W FROM THE FLAG POLE
 AJ6376'AND IS FLUSH WITH THE GROUND.
 AJ6376
 AJ6376                          STATION RECOVERY (2006)
 AJ6376
 AJ6376'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 AJ6376'AIRPORT GONE. ALL TIES GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1485 ***********************************************************************
 JC1485  DESIGNATION -  CUBA
 JC1485  PID         -  JC1485
 JC1485  STATE/COUNTY-  MO/CRAWFORD
 JC1485  USGS QUAD   -  LEASBURG (1980)
 JC1485
 JC1485                         *CURRENT SURVEY CONTROL
 JC1485  ___________________________________________________________________
 JC1485* NAD 83(1997)-  38 04 37.85599(N)    091 22 20.98644(W)     ADJUSTED  
 JC1485* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 JC1485  ___________________________________________________________________
 JC1485  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 JC1485  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JC1485
 JC1485  HORZ ORDER  -  THIRD
 JC1485
 JC1485.The horizontal coordinates were established by classical geodetic methods
 JC1485.and adjusted by the National Geodetic Survey in February 2000..
 JC1485
 JC1485.The orthometric height was scaled from a topographic map.
 JC1485
 JC1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1485
 JC1485.The geoid height was determined by GEOID03.
 JC1485
 JC1485;                    North         East     Units Scale Factor Converg.
 JC1485;SPC MO E     -   249,358.134   173,451.284   MT  1.00000548   -0 32 17.2
 JC1485;SPC MO C     -   249,598.987   598,922.497   MT  1.00005381   +0 41 43.5
 JC1485;UTM  15      - 4,215,629.112   642,745.234   MT  0.99985096   +1 00 14.0
 JC1485
 JC1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1485!SPC MO E     -   0.99995318  x   1.00000548  =   0.99995866
 JC1485!SPC MO C     -   0.99995318  x   1.00005381  =   1.00000699
 JC1485!UTM  15      -   0.99995318  x   0.99985096  =   0.99980415
 JC1485
 JC1485:                Primary Azimuth Mark                     Grid Az
 JC1485:SPC MO E     -  CUBA AZ MK                               003 10 37.3
 JC1485:SPC MO C     -  CUBA AZ MK                               001 56 36.6
 JC1485:UTM  15      -  CUBA AZ MK                               001 38 06.1
 JC1485
 JC1485|---------------------------------------------------------------------|
 JC1485| PID    Reference Object                     Distance      Geod. Az  |
 JC1485|                                                           dddmmss.s |
 JC1485| CM3895 CUBA AZ MK                                         0023820.1 |
 JC1485| JC1486 LEASBURG LOOKOUT TOWER              APPROX. 7.5 KM 0805211.3 |
 JC1485| CM3896 CUBA RM 1                            16.240 METERS 23813     |
 JC1485| JC1487 CUBA MUNICIPAL TANK                 APPROX. 3.8 KM 2402448.8 |
 JC1485| CM3897 CUBA RM 2                            24.248 METERS 34750     |
 JC1485|---------------------------------------------------------------------|
 JC1485
 JC1485                          SUPERSEDED SURVEY CONTROL
 JC1485
 JC1485  NAD 83(1997)-  38 04 37.86538(N)    091 22 20.97694(W) AD(       ) 3
 JC1485  NAD 83(1986)-  38 04 37.87048(N)    091 22 20.98446(W) AD(       ) 3
 JC1485  NAD 27      -  38 04 37.70900(N)    091 22 20.44700(W) AD(       ) 3
 JC1485
 JC1485.Superseded values are not recommended for survey control.
 JC1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1485.See file dsdata.txt to determine how the superseded data were derived.
 JC1485
 JC1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4274515629(NAD 83)
 JC1485_MARKER: DS = TRIANGULATION STATION DISK
 JC1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1485
 JC1485  HISTORY     - Date     Condition        Report By
 JC1485  HISTORY     - 1956     MONUMENTED       CGS
 JC1485
 JC1485                          STATION DESCRIPTION
 JC1485
 JC1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1485'THE STATION IS LOCATED AIRLINE, ABOUT 9-1/2 MILES SOUTHWEST
 JC1485'OF BOURBON AND ABOUT 2 MILES EAST OF CUBA ON THE LAND OWNED
 JC1485'BY AND NEAR THE FARM HOME OF MR. J.A. GADDY.
 JC1485'
 JC1485'THE STATION IS A STANDARD DISK STAMPED CUBA 1956 SET IN THE
 JC1485'TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER
 JC1485'AND IS ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 JC1485'211 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOME
 JC1485'OF MR. J.A. GADDY AND 55 FEET NORTHEAST OF A WHITE WITNESS POST.
 JC1485'
 JC1485'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CUBA NO 1
 JC1485'1956 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES
 JC1485'IN DIAMETER, ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND
 JC1485'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 1.5
 JC1485'FEET NORTHEAST OF A WHITE WITNESS POST.
 JC1485'
 JC1485'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CUBA NO 2
 JC1485'1956 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES
 JC1485'IN DIAMETER, ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND
 JC1485'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 190
 JC1485'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOME
 JC1485'OF MR. J.A. GADDY.
 JC1485'
 JC1485'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CUBA 1956 SET IN
 JC1485'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JC1485'4 INCHES ABOVE THE GROUND.  IT IS 35 FEET SOUTHEAST OF THE CENTER
 JC1485'LINE OF THE HIGHWAY AND 6 FEET NORTH OF A TELEGRAPH POLE.
 JC1485'
 JC1485'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DIRT SIDE
 JC1485'WHICH LEADS TO THE STATION AND US HIGHWAY 66, GO NORTHEASTERLY
 JC1485'ON US HIGHWAY 66 FOR 0.65 MILE TO A TELEGRAPH POLE ON THE RIGHT,
 JC1485'SOUTHEAST SIDE AND THE AZIMUTH MARK.
 JC1485'
 JC1485'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 66 EAST
 JC1485'BOUND AND STATE HIGHWAY 19 IN CUBA, GO NORTHEASTERLY ON US
 JC1485'HIGHWAY 66 EAST BOUND FOR 1.8 MILES TO A SIDE ROAD, RIGHT,
 JC1485'TURN RIGHT, OFF THE HIGHWAY AND GO EASTERLY ON THE DIRT SIDE
 JC1485'ROAD FOR 0.35 MILE TO THE FARM HOME OF MR. J.A. GADDY ON THE
 JC1485'RIGHT, SOUTH SIDE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1487 ***********************************************************************
 JC1487  DESIGNATION -  CUBA MUNICIPAL TANK
 JC1487  PID         -  JC1487
 JC1487  STATE/COUNTY-  MO/CRAWFORD
 JC1487  USGS QUAD   -  CUBA (1980)
 JC1487
 JC1487                         *CURRENT SURVEY CONTROL
 JC1487  ___________________________________________________________________
 JC1487* NAD 83(1997)-  38 03 36.97990(N)    091 24 36.54829(W)     ADJUSTED  
 JC1487* NAVD 88     -                                                        
 JC1487  ___________________________________________________________________
 JC1487  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 JC1487  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JC1487
 JC1487  HORZ ORDER  -  THIRD
 JC1487
 JC1487.The horizontal coordinates were established by classical geodetic methods
 JC1487.and adjusted by the National Geodetic Survey in February 2000..
 JC1487
 JC1487
 JC1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1487
 JC1487.The geoid height was determined by GEOID03.
 JC1487
 JC1487;                    North         East     Units Scale Factor Converg.
 JC1487;SPC MO E     -   247,512.926   170,129.066   MT  1.00001187   -0 33 40.1
 JC1487;SPC MO C     -   247,682.622   595,640.629   MT  1.00004595   +0 40 19.0
 JC1487;UTM  15      - 4,213,695.506   639,474.398   MT  0.99983959   +0 58 49.0
 JC1487
 JC1487                          SUPERSEDED SURVEY CONTROL
 JC1487
 JC1487  NAD 83(1997)-  38 03 36.99194(N)    091 24 36.53881(W) AD(       ) 4
 JC1487  NAD 83(1986)-  38 03 36.99484(N)    091 24 36.54668(W) AD(       ) 4
 JC1487  NAD 27      -  38 03 36.83000(N)    091 24 36.00500(W) AD(       ) 3
 JC1487
 JC1487.Superseded values are not recommended for survey control.
 JC1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1487.See file dsdata.txt to determine how the superseded data were derived.
 JC1487
 JC1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC3947413696(NAD 83)
 JC1487_MARKER: 53 = ELEVATED TANK
 JC1487
 JC1487  HISTORY     - Date     Condition        Report By
 JC1487  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1487  HISTORY     - 1956     GOOD             CGS
 JC1487
 JC1487                          STATION DESCRIPTION
 JC1487
 JC1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1487'THE STATION IS LOCATED IN THE SOUTHWEST PART OF TOWN.  THE
 JC1487'TANK IS A LARGE STEEL TANK, PAINTED SILVER, MOUNTED ON TOP OF A
 JC1487'FOUR LEGGED STEEL STRUCTURE AND IS ABOUT 110 FEET HIGH.  IT HAS
 JC1487'THE LETTERS CUBA ON THE SIDE OF THE TANK.  THE FINAL OF THE TANK
 JC1487'WAS INTERSECTED.
 JC1487'
 JC1487'STATION LOCATED IN 1934 BY C.I.A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1771 ***********************************************************************
 JC1771  DESIGNATION -  CUBAPORT
 JC1771  PID         -  JC1771
 JC1771  STATE/COUNTY-  MO/CRAWFORD
 JC1771  USGS QUAD   -  CUBA (1980)
 JC1771
 JC1771                         *CURRENT SURVEY CONTROL
 JC1771  ___________________________________________________________________
 JC1771* NAD 83(1997)-  38 04 01.70168(N)    091 25 43.96806(W)     ADJUSTED  
 JC1771* NAVD 88     -       309.6    (meters)    1016.     (feet)  VERTCON   
 JC1771  ___________________________________________________________________
 JC1771  X           -    -125,380.021 (meters)                     COMP
 JC1771  Y           -  -5,026,493.892 (meters)                     COMP
 JC1771  Z           -   3,911,485.717 (meters)                     COMP
 JC1771  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 JC1771  ELLIP HEIGHT-         278.90  (meters)          (02/17/00) GPS OBS
 JC1771  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JC1771
 JC1771  HORZ ORDER  -  THIRD
 JC1771  ELLP ORDER  -  FOURTH    CLASS I
 JC1771
 JC1771.This mark is at Cuba Municipal Airport (UBX)
 JC1771
 JC1771.The horizontal coordinates were established by GPS observations
 JC1771.and adjusted by the National Geodetic Survey in February 2000..
 JC1771
 JC1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1771
 JC1771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1771
 JC1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1771
 JC1771.The ellipsoidal height was determined by GPS observations
 JC1771.and is referenced to NAD 83.
 JC1771
 JC1771.The geoid height was determined by GEOID03.
 JC1771
 JC1771;                    North         East     Units Scale Factor Converg.
 JC1771;SPC MO E     -   248,291.400   168,493.189   MT  1.00001512   -0 34 22.0
 JC1771;UTM  15      - 4,214,429.561   637,818.464   MT  0.99983393   +0 58 08.0
 JC1771
 JC1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1771!SPC MO E     -   0.99995624  x   1.00001512  =   0.99997136
 JC1771!UTM  15      -   0.99995624  x   0.99983393  =   0.99979018
 JC1771
 JC1771:                Primary Azimuth Mark                     Grid Az
 JC1771:SPC MO E     -  CUBAPORT AZ MK                           006 20 43.7
 JC1771:UTM  15      -  CUBAPORT AZ MK                           004 48 13.7
 JC1771
 JC1771|---------------------------------------------------------------------|
 JC1771| PID    Reference Object                     Distance      Geod. Az  |
 JC1771|                                                           dddmmss.s |
 JC1771| JC1772 CUBAPORT AZ MK                      APPROX. 0.7 KM 0054621.7 |
 JC1771|---------------------------------------------------------------------|
 JC1771
 JC1771                          SUPERSEDED SURVEY CONTROL
 JC1771
 JC1771  NAD 83(1997)-  38 04 01.71515(N)    091 25 43.96919(W) AD(       ) 3
 JC1771  NAD 83(1986)-  38 04 01.71756(N)    091 25 43.97001(W) AD(       ) 3
 JC1771  NGVD 29 (07/16/90)  309.6    (m)         1016.     (f) GPS OBS        
 JC1771
 JC1771.Superseded values are not recommended for survey control.
 JC1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1771.See file dsdata.txt to determine how the superseded data were derived.
 JC1771
 JC1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC3781814430(NAD 83)
 JC1771_MARKER: I = METAL ROD
 JC1771_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1771_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1771_STAMPING: CUBAPORT 1990
 JC1771_MARK LOGO: NGS   
 JC1771_PROJECTION: FLUSH
 JC1771_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1771+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JC1771_ROD/PIPE-DEPTH: 2.10 meters
 JC1771_SLEEVE-DEPTH  : 0.93 meters
 JC1771
 JC1771  HISTORY     - Date     Condition        Report By
 JC1771  HISTORY     - 1990     MONUMENTED       NGS
 JC1771  HISTORY     - 20050726 MARK NOT FOUND   INDIV
 JC1771
 JC1771                          STATION DESCRIPTION
 JC1771
 JC1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JC1771'STATION IS LOCATED ABOUT 22.6 KM (14.05 MI) NORTHEAST OF ROLLA, AT THE
 JC1771'CUBA MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF CUBA, 112 NORTH SMITH ST.
 JC1771'CUBA, MO. 65453.  AIRPORT MANAGER IS JOHN MOSBY, PHONE IS
 JC1771'314-885-2418, 885-3860.
 JC1771'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 44, STATE ROUTE 19
 JC1771'AND ROAD DD INTERCHANGE LOCATED AT THE NORTH EDGE OF CUBA, GO WESTERLY
 JC1771'AND NORTH ALONG ROAD DD (FRONTAGE ROAD) FOR 2.4 KM (1.50 MI) TO THE
 JC1771'AIRPORT ON THE LEFT, THEN GO THRU A WIRE GATE AND PROCEED
 JC1771'NORTHWESTERLY ACROSS AN APPRON AND TAXIWAY TO THE JUNCTION OF RUNWAY
 JC1771'18-36 AND THE STATION ON THE RIGHT AS DESCRIBED.
 JC1771'STATION MARK IS SET 15.9 M (52.2 FT) EAST OF THE CENTERLINE OF THE
 JC1771'RUNWAY, 19.3 M (63.3 FT) NORTH OF THE CENTERLINE OF THE TAXIWAY
 JC1771'APPROACH, 4.7 M (15.4 FT) EAST OF A RUNWAY LIGHT, 11.3 M (37.1 FT)
 JC1771'NORTHWEST OF A PURPLE TAXIWAY LIGHT.
 JC1771'DESCRIBED BY R.D.B.
 JC1771'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 JC1771
 JC1771                          STATION RECOVERY (2005)
 JC1771
 JC1771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KMT)
 JC1771'MONUMENT NOT RECOVERED, SEARCHED FOR MONUMENT FROM OTHER CONTROL AND
 JC1771'LAND TIES ON DATA SHEET. DUG 18INCHES AND FOUND SAND PIT, NO EVIDENCE
 JC1771'OF STEEL ROD OR LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1772 ***********************************************************************
 JC1772  DESIGNATION -  CUBAPORT AZ MK
 JC1772  PID         -  JC1772
 JC1772  STATE/COUNTY-  MO/CRAWFORD
 JC1772  USGS QUAD   -  CUBA (1980)
 JC1772
 JC1772                         *CURRENT SURVEY CONTROL
 JC1772  ___________________________________________________________________
 JC1772* NAD 83(1997)-  38 04 23.30335(N)    091 25 41.20553(W)     ADJUSTED  
 JC1772* NAVD 88     -       311.     (meters)    1020.     (feet)  VERTCON   
 JC1772  ___________________________________________________________________
 JC1772  X           -    -125,302.495 (meters)                     COMP
 JC1772  Y           -  -5,026,086.244 (meters)                     COMP
 JC1772  Z           -   3,912,011.069 (meters)                     COMP
 JC1772  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 JC1772  ELLIP HEIGHT-         280.50  (meters)          (02/17/00) GPS OBS
 JC1772  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 JC1772
 JC1772  HORZ ORDER  -  THIRD
 JC1772  ELLP ORDER  -  FOURTH    CLASS I
 JC1772
 JC1772.This mark is at Cuba Municipal Airport (UBX)
 JC1772
 JC1772.The horizontal coordinates were established by GPS observations
 JC1772.and adjusted by the National Geodetic Survey in February 2000..
 JC1772.No horizontal observational check was made to the station.
 JC1772
 JC1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1772
 JC1772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1772
 JC1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1772
 JC1772.The ellipsoidal height was determined by GPS observations
 JC1772.and is referenced to NAD 83.
 JC1772
 JC1772.The geoid height was determined by GEOID03.
 JC1772
 JC1772;                    North         East     Units Scale Factor Converg.
 JC1772;SPC MO E     -   248,956.743   168,567.178   MT  1.00001498   -0 34 20.5
 JC1772;UTM  15      - 4,215,096.532   637,874.515   MT  0.99983412   +0 58 10.1
 JC1772
 JC1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1772!SPC MO E     -   0.99995599  x   1.00001498  =   0.99997097
 JC1772!UTM  15      -   0.99995599  x   0.99983412  =   0.99979012
 JC1772
 JC1772:                Primary Azimuth Mark                     Grid Az
 JC1772:SPC MO E     -  CUBAPORT                                 186 20 43.9
 JC1772:UTM  15      -  CUBAPORT                                 184 48 13.3
 JC1772
 JC1772|---------------------------------------------------------------------|
 JC1772| PID    Reference Object                     Distance      Geod. Az  |
 JC1772|                                                           dddmmss.s |
 JC1772| JC1771 CUBAPORT                            APPROX. 0.7 KM 1854623.4 |
 JC1772|---------------------------------------------------------------------|
 JC1772
 JC1772                          SUPERSEDED SURVEY CONTROL
 JC1772
 JC1772  NAD 83(1997)-  38 04 23.31682(N)    091 25 41.20666(W) AD(       ) 3
 JC1772  NAD 83(1986)-  38 04 23.31923(N)    091 25 41.20749(W) AD(       ) 3
 JC1772  NGVD 29 (07/16/90)  311.     (m)         1020.     (f) GPS OBS        
 JC1772
 JC1772.Superseded values are not recommended for survey control.
 JC1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1772.See file dsdata.txt to determine how the superseded data were derived.
 JC1772
 JC1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC3787515097(NAD 83)
 JC1772_MARKER: I = METAL ROD
 JC1772_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1772_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1772_STAMPING: CUBAPORT AZ MK 1990
 JC1772_MARK LOGO: NGS   
 JC1772_PROJECTION: FLUSH
 JC1772_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1772+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 JC1772_ROD/PIPE-DEPTH: 0.99 meters
 JC1772_SLEEVE-DEPTH  : 0.80 meters
 JC1772
 JC1772  HISTORY     - Date     Condition        Report By
 JC1772  HISTORY     - 1990     MONUMENTED       NGS
 JC1772  HISTORY     - 20050726 GOOD             INDIV
 JC1772
 JC1772                          STATION DESCRIPTION
 JC1772
 JC1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JC1772'STATION IS LOCATED ABOUT 22.6 KM (14.05 MI) NORTHEAST OF ROLLA, AT THE
 JC1772'CUBA MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF CUBA, 112 NORTH SMITH ST.
 JC1772'CUBA, MO. 65453.  AIRPORT MANAGER IS JOHN MOSBY, PHONE IS
 JC1772'314-885-2418, 885-3860.
 JC1772'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 44, STATE ROUTE 19
 JC1772'AND ROAD DD INTERCHANGE LOCATED AT THE NORTH EDGE OF CUBA, GO WESTERLY
 JC1772'AND NORTH ALONG ROAD DD (FRONTAGE ROAD) FOR 2.4 KM (1.50 MI) TO THE
 JC1772'AIRPORT ON THE LEFT, THEN GO THRU A WIRE GATE AND PROCEED
 JC1772'NORTHWESTERLY ACROSS AN APPRON AND TAXIWAY TO THE JUNCTION OF RUNWAY
 JC1772'18-36, THEN GO NORTH ALONG THE EAST SIDE OF RUNWAY FOR 0.56 KM
 JC1772'(0.35 MI)TO THE STATION AT THE END OF THE RUNWAY.
 JC1772'THE STATION MARK IS SET 15.6 M (51.2 FT) SOUTH OF THE SOUTH EDGE OF A
 JC1772'TURNAROUND, 17.1 M (56.1 FT) EAST OF THE CENTERLINE OF THE RUNWAY, 6.0
 JC1772'M (19.7 FT) EAST OF A RUNWAY LIGHT.
 JC1772'DESCRIBED BY R.D.B.
 JC1772'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 JC1772
 JC1772                          STATION RECOVERY (2005)
 JC1772
 JC1772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KMT)
 JC1772'MONUMENT RECOVERED. FOUND UNDER 4 TO 6 INCHES OF EARTH. LAND TIES DO
 JC1772'NOT HELP IN RECOVERY SINCE MONUMENT IS BURIED. NO SIGNAL GIVEN WHEN
 JC1772'USING LOCATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0604 ***********************************************************************
 KC0604  DESIGNATION -  CUIVRE
 KC0604  PID         -  KC0604
 KC0604  STATE/COUNTY-  MO/LINCOLN
 KC0604  USGS QUAD   -  LUCKETT RIDGE (1975)
 KC0604
 KC0604                         *CURRENT SURVEY CONTROL
 KC0604  ___________________________________________________________________
 KC0604* NAD 83(1997)-  39 00 20.03861(N)    090 51 40.66532(W)     ADJUSTED  
 KC0604* NAVD 88     -       204.4    (meters)     671.     (feet)  VERTCON   
 KC0604  ___________________________________________________________________
 KC0604  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 KC0604  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KC0604
 KC0604  HORZ ORDER  -  SECOND
 KC0604  VERT ORDER  -  THIRD ? (See Below)
 KC0604
 KC0604.The horizontal coordinates were established by classical geodetic methods
 KC0604.and adjusted by the National Geodetic Survey in February 2000..
 KC0604
 KC0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0604.The vertical order pertains to the NGVD 29 superseded value.
 KC0604
 KC0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0604
 KC0604.The geoid height was determined by GEOID03.
 KC0604
 KC0604;                    North         East     Units Scale Factor Converg.
 KC0604;SPC MO E     -   352,110.796   218,706.729   MT  0.99994539   -0 13 38.6
 KC0604;UTM  15      - 4,319,570.228   685,188.656   MT  1.00002230   +1 20 47.3
 KC0604
 KC0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0604!SPC MO E     -   0.99997295  x   0.99994539  =   0.99991834
 KC0604!UTM  15      -   0.99997295  x   1.00002230  =   0.99999525
 KC0604
 KC0604:                Primary Azimuth Mark                     Grid Az
 KC0604:SPC MO E     -  PALMER                                   139 20 07.2
 KC0604:UTM  15      -  PALMER                                   137 45 41.3
 KC0604
 KC0604|---------------------------------------------------------------------|
 KC0604| PID    Reference Object                     Distance      Geod. Az  |
 KC0604|                                                           dddmmss.s |
 KC0604| JC1732 PALMER                              APPROX. 7.3 KM 1390628.6 |
 KC0604| CL8357 CUIVRE RM 1                          19.879 METERS 17236     |
 KC0604| CL8358 CUIVRE RM 2                          18.389 METERS 26541     |
 KC0604|---------------------------------------------------------------------|
 KC0604
 KC0604                          SUPERSEDED SURVEY CONTROL
 KC0604
 KC0604  NAD 83(1997)-  39 00 20.04034(N)    090 51 40.66361(W) AD(       ) 2
 KC0604  NAD 83(1986)-  39 00 20.05303(N)    090 51 40.65862(W) AD(       ) 2
 KC0604  NAD 27      -  39 00 19.87843(N)    090 51 40.18238(W) AD(       ) 2
 KC0604  NGVD 29 (07/19/86)  204.4    (m)          671.     (f) LEVELING    3  
 KC0604
 KC0604.Superseded values are not recommended for survey control.
 KC0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0604.See file dsdata.txt to determine how the superseded data were derived.
 KC0604
 KC0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD8518919570(NAD 83)
 KC0604_MARKER: DD = SURVEY DISK
 KC0604_SETTING: 0 = UNSPECIFIED SETTING
 KC0604
 KC0604  HISTORY     - Date     Condition        Report By
 KC0604  HISTORY     - 1970     MONUMENTED       USGS
 KC0604  HISTORY     - 19990420 GOOD             USPSQD
 KC0604
 KC0604                          STATION DESCRIPTION
 KC0604
 KC0604'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 KC0604'THE STATION IS LOCATED ABOUT 6.5 MI E. AND 2.0 MI N. OF TROY, IN
 KC0604'THE SW. QUARTER OF SEC. 13, T. 49 N., R. 1 E., IN THE RIGHT-OF-WAY
 KC0604'OF COUNTY HWY. W., 0.2 MI N. OF JCT. WITH STATE HWY. 47.
 KC0604'
 KC0604'TO REACH THE STATION FROM THE POST OFFICE AT TROY, DRIVE E. ON
 KC0604'STATE HWY. 47 FOR 0.5 MI TO JCT. WITH U.S. HWY. 61, CONTINUE
 KC0604'EASTERLY ON STATE HWY. 47 FOR 6.55 MI TO T-JCT. OF COUNTY HWY. W,
 KC0604'TURN LEFT AND DRIVE N. ON CO. HWY. W FOR 0.2 MI TO THE STATION ON
 KC0604'THE RIGHT.
 KC0604'
 KC0604'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED CUIVRE
 KC0604'1970 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN ABOUT
 KC0604'FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 KC0604'
 KC0604'STATION MARK IS 33 FT E. OF CENTER OF CO. HWY. W, 10.3 FT NW. OF
 KC0604'A TELEPHONE POLE AND 7.1 FT W. OF THE RIGHT-OF-WAY FENCE AND A
 KC0604'METAL WITNESS POST.
 KC0604'
 KC0604'REFERENCE MARK 1 IS 65.22 FT (19.879 M.) S. OF STATION, 58 FT
 KC0604'S. OF A TELEPHONE POLE, 39 FT E. OF CENTER OF CO. HWY. W AND 1
 KC0604'FT W. OF RIGHT-OF-WAY FENCE.
 KC0604'
 KC0604'REFERENCE MARK 2 IS 60.33 FT (18.389 M.) W. OF STATION, 27 FT
 KC0604'W. OF CENTER OF CO. HWY. W AND 4 FT N. OF A POWER LINE POLE.
 KC0604'
 KC0604'DISTANCE, REFERENCE MARK 1 TO REFERENCE MARK 2 IS 91.25
 KC0604'FT. (27.813 M.)
 KC0604'
 KC0604'ANGLES WERE MEASURED TO THE FINIAL OF A WATER TANK LOCATED ABOUT
 KC0604'1 MI N.  THE TANK IS VISIBLE FROM GROUND AND CAN BE USED AS AN
 KC0604'AZIMUTH MARK.
 KC0604
 KC0604                          STATION RECOVERY (1999)
 KC0604
 KC0604'RECOVERY NOTE BY US POWER SQUADRON 1999
 KC0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1049 ***********************************************************************
 GE1049  DESIGNATION -  CURR
 GE1049  PID         -  GE1049
 GE1049  STATE/COUNTY-  MO/RIPLEY
 GE1049  USGS QUAD   -  SUPPLY (1968)
 GE1049
 GE1049                         *CURRENT SURVEY CONTROL
 GE1049  ___________________________________________________________________
 GE1049* NAD 83(1997)-  36 29 58.57105(N)    090 46 48.99723(W)     ADJUSTED  
 GE1049* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 GE1049  ___________________________________________________________________
 GE1049  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GE1049  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GE1049
 GE1049  HORZ ORDER  -  THIRD
 GE1049
 GE1049.The horizontal coordinates were established by classical geodetic methods
 GE1049.and adjusted by the National Geodetic Survey in February 2000..
 GE1049
 GE1049.The orthometric height was scaled from a topographic map.
 GE1049
 GE1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1049
 GE1049.The geoid height was determined by GEOID03.
 GE1049
 GE1049;                    North         East     Units Scale Factor Converg.
 GE1049;SPC MO E     -    73,962.286   224,891.191   MT  0.99994110   -0 10 00.2
 GE1049;SPC AR N     -   241,020.591   509,281.026   MT  1.00006349   +0 42 35.1
 GE1049;SPC AR N     -   790,748.39  1,670,866.17   sFT  1.00006349   +0 42 35.1
 GE1049;UTM  15      - 4,041,655.340   698,803.566   MT  1.00008696   +1 19 14.7
 GE1049
 GE1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1049!SPC MO E     -   0.99998712  x   0.99994110  =   0.99992822
 GE1049!SPC AR N     -   0.99998712  x   1.00006349  =   1.00005061
 GE1049!UTM  15      -   0.99998712  x   1.00008696  =   1.00007408
 GE1049
 GE1049|---------------------------------------------------------------------|
 GE1049| PID    Reference Object                     Distance      Geod. Az  |
 GE1049|                                                           dddmmss.s |
 GE1049| CI4200 CURR RM 2                            26.168 METERS 02935     |
 GE1049| CI4198 CURR AZ MK                                         0962419.1 |
 GE1049| CI4199 CURR RM 1                            22.155 METERS 35537     |
 GE1049|---------------------------------------------------------------------|
 GE1049
 GE1049                          SUPERSEDED SURVEY CONTROL
 GE1049
 GE1049  NAD 83(1997)-  36 29 58.57088(N)    090 46 48.99738(W) AD(       ) 3
 GE1049  NAD 83(1986)-  36 29 58.57765(N)    090 46 48.99747(W) AD(       ) 3
 GE1049  NAD 27      -  36 29 58.36020(N)    090 46 48.56890(W) AD(       ) 3
 GE1049
 GE1049.Superseded values are not recommended for survey control.
 GE1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1049.See file dsdata.txt to determine how the superseded data were derived.
 GE1049
 GE1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9880441655(NAD 83)
 GE1049_MARKER: DS = TRIANGULATION STATION DISK
 GE1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1049+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 GE1049
 GE1049  HISTORY     - Date     Condition        Report By
 GE1049  HISTORY     - 1957     MONUMENTED       CGS
 GE1049  HISTORY     - 20020917 GOOD             USACE
 GE1049
 GE1049                          STATION DESCRIPTION
 GE1049
 GE1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1049'THE STATION IS LOCATED IN THE VILLAGE OF CURRENTVIEW, ON
 GE1049'THE HIGHEST POINT IN THE VILLAGE AND OWNED AND OCCUPIED BY
 GE1049'THE CHURCH OF CHRIST.  IN THE SOUTHWEST QUARTER OF SECTION
 GE1049'5, T. 21 N., R. 3 E.  IT IS 85 FEET SOUTHWEST OF THE SOUTHEAST
 GE1049'CORNER OF THE CHURCH, 73 FEET SOUTH OF THE SOUTHWEST CORNER
 GE1049'OF THE CHURCH, 36 FEET NORTH-NORTHEAST OF THE NORTHWEST
 GE1049'CORNER OF A HOUSE, 15 FEET NORTHEAST OF A FENCE, AND 13 FEET
 GE1049'SOUTHWEST OF THE CENTER OF A GRAVELED DRIVEWAY.
 GE1049'
 GE1049'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.1
 GE1049'MILE TO A GRAVELED T-INTERSECTION, TURN RIGHT AND GO SOUTH
 GE1049'FOR 0.15 MILE TO A CROSSROADS, TURN LEFT AND GO 0.45 MILE
 GE1049'TO THE AZIMUTH MARK ON THE LEFT.
 GE1049'
 GE1049'STATION MARKS ARE STANDARD DISKS, STAMPED CURR 1957.  THE
 GE1049'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE
 GE1049'POST PROJECTING 2 INCHES.  THE UNDERGROUND MARK IS SET IN
 GE1049'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND
 GE1049'SURFACE.
 GE1049'
 GE1049'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CURR NO 1 1957,
 GE1049'SET IN A 10 INCHES, SQUARE, CONCRETE POST WHICH PROJECTS
 GE1049'6 INCHES.  IT IS 8 INCHES WEST OF THE SOUTHWEST CORNER OF THE
 GE1049'CHURCH.
 GE1049'
 GE1049'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CURR NO 2 1957,
 GE1049'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 GE1049'PROJECTS 6 INCHES.  IT IS 1 FOOT EAST OF THE SOUTHEAST CORNER
 GE1049'OF THE CHURCH.
 GE1049'
 GE1049'AZIMUTH MARK IS A STANDARD DISK, STAMPED CURR 1957, SET
 GE1049'IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 GE1049'6 INCHES.  IT IS 100 YARDS SOUTHWEST OF A HOUSE, 49 FEET
 GE1049'NORTH OF THE CENTER OF A GRAVELED ROAD, 26 FEET NORTHEAST
 GE1049'OF A FENCE CORNER, 13 FEET WEST OF THE CENTER OF THE DRIVEWAY
 GE1049'LEADING TO THE HOME OF MR. TOM WRIGHT, 1 FOOT EAST OF A FENCE.
 GE1049'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTH OF
 GE1049'THE MARK.
 GE1049'
 GE1049'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GE1049
 GE1049                          STATION RECOVERY (2002)
 GE1049
 GE1049'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0813 ***********************************************************************
 HC0813  DESIGNATION -  CURRENT
 HC0813  PID         -  HC0813
 HC0813  STATE/COUNTY-  MO/SHANNON
 HC0813  USGS QUAD   -  CEDARGROVE (1985)
 HC0813
 HC0813                         *CURRENT SURVEY CONTROL
 HC0813  ___________________________________________________________________
 HC0813* NAD 83(1997)-  37 24 54.04923(N)    091 36 57.15615(W)     ADJUSTED  
 HC0813* NAVD 88     -       377.5    (meters)    1239.     (feet)  VERTCON   
 HC0813  ___________________________________________________________________
 HC0813  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HC0813  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HC0813
 HC0813  HORZ ORDER  -  FIRST
 HC0813
 HC0813.The horizontal coordinates were established by classical geodetic methods
 HC0813.and adjusted by the National Geodetic Survey in February 2000..
 HC0813
 HC0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0813
 HC0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0813
 HC0813.The geoid height was determined by GEOID03.
 HC0813
 HC0813;                    North         East     Units Scale Factor Converg.
 HC0813;SPC MO E     -   176,092.841   151,221.319   MT  1.00005348   -0 40 41.0
 HC0813;UTM  15      - 4,141,811.798   622,484.432   MT  0.99978480   +0 50 27.9
 HC0813
 HC0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0813!SPC MO E     -   0.99994550  x   1.00005348  =   0.99999898
 HC0813!UTM  15      -   0.99994550  x   0.99978480  =   0.99973031
 HC0813
 HC0813|---------------------------------------------------------------------|
 HC0813| PID    Reference Object                     Distance      Geod. Az  |
 HC0813|                                                           dddmmss.s |
 HC0813| CM3898 CURRENT RM 1                         11.565 METERS 05305     |
 HC0813| CM3899 CURRENT RM 2                          9.734 METERS 24925     |
 HC0813|---------------------------------------------------------------------|
 HC0813
 HC0813                          SUPERSEDED SURVEY CONTROL
 HC0813
 HC0813  NAD 83(1986)-  37 24 54.06115(N)    091 36 57.15439(W) AD(       ) 1
 HC0813  NAD 27      -  37 24 53.89520(N)    091 36 56.62386(W) AD(       ) 1
 HC0813  NGVD 29 (07/19/86)  377.4    (m)         1238.     (f) VERT ANG       
 HC0813
 HC0813.Superseded values are not recommended for survey control.
 HC0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0813.See file dsdata.txt to determine how the superseded data were derived.
 HC0813
 HC0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB2248441812(NAD 83)
 HC0813_MARKER: DS = TRIANGULATION STATION DISK
 HC0813_SETTING: 0 = UNSPECIFIED SETTING
 HC0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0813
 HC0813  HISTORY     - Date     Condition        Report By
 HC0813  HISTORY     - 1978     MONUMENTED       NGS
 HC0813
 HC0813                          STATION DESCRIPTION
 HC0813
 HC0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HC0813'THE STATION IS LOCATED ABOUT 17 MILES NORTH OF
 HC0813'SUMMERSVILLE, 13-1/2 MILES NORTHEAST OF RAYMONDVILLE,
 HC0813'2-3/4 MILES EAST OF THE TEXAS-SHANNON COUNTY LINE, 1/4 MILE
 HC0813'SOUTH OF THE DENT-SHANNON COUNTY LINE, 1/2 MILE SOUTH OF THE
 HC0813'CURRENT RIVER, IN THE NORTHEAST 1/4 OF SECTION 5, T 31 N,
 HC0813'R 6 W, AND ON STATE PROPERTY.  PERMISSION WAS GRANTED
 HC0813'BY FOREST RANGER, CHARLES SANTHUFF, DEPARTMENT OF
 HC0813'CONSERVATION.  TELEPHONE NUMBER 314-226-3661.
 HC0813'
 HC0813'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 137
 HC0813'AND COUNTY ROAD B IN RAYMONDVILLE.  GO SOUTH ON COUNTY ROAD B
 HC0813'FOR 1 BLOCK, THEN BEAR LEFT AND GO EASTERLY ON COUNTY ROAD B
 HC0813'FOR 8.65 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE NORTHEAST
 HC0813'ON COUNTY ROAD B FOR 3.9 MILES TO COUNTY ROAD AY ON THE LEFT,
 HC0813'CONTINUE NORTHEAST ON COUNTY ROAD B FOR 2.9 MILES TO A WOODS
 HC0813'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE WOODS
 HC0813'ROAD FOR 0.15 MILE TO THE STATION SITE.
 HC0813'
 HC0813'THE STATION MARK, STAMPED---CURRENT 1977---IS A STANDARD DISK
 HC0813'BRAZED TO THE TOP OF A 2-INCH BY 30-INCH GALVANIZED METAL
 HC0813'PIPE, WHICH IS SET IN CONCRETE AND PROJECTS 2 INCHES ABOVE
 HC0813'THE GROUND SURFACE.  IT IS 41 FEET SOUTHWEST OF THE CENTER OF
 HC0813'A TRACK ROAD, 39 FEET SOUTH OF A 12-INCH OAK TREE, WITH
 HC0813'A TRIANGLE BLAZE
 HC0813'AND 4.8 FEET NORTHWEST OF A METAL WITNESS POST.  NO
 HC0813'UNDERGROUND DISK WAS SET.
 HC0813'
 HC0813'REFERENCE MARK 1, STAMPED---CURRENT NO 1 1977---IS A
 HC0813'STANDARD DISK BRAZED TO THE TOP OF A 2-INCH BY 30-INCH
 HC0813'GALVANIZED METAL PIPE, WHICH HAS THE BOTTOM 20 INCHES SET IN
 HC0813'CONCRETE AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 HC0813'IS 50 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 37.0 FEET
 HC0813'EAST OF A METAL WITNESS POST.
 HC0813'
 HC0813'REFERENCE MARK 2, STAMPED---CURRENT NO 2 1977---IS A STANDARD
 HC0813'DISK BRAZED TO THE TOP OF A 2-INCH BY 30-INCH
 HC0813'GALVANIZED METAL PIPE, WHICH HAS THE BOTTOM 18 INCHES SET IN
 HC0813'CONCRETE AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 HC0813'IS 34.8 FEET WEST OF A METAL WITNESS POST AND 18 FEET SOUTH
 HC0813'OF THE CENTER OF THE TRACK ROAD.
 HC0813'
 HC0813'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 HC0813'
 HC0813'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0820 ***********************************************************************
 GE0820  DESIGNATION -  CUSTER
 GE0820  PID         -  GE0820
 GE0820  STATE/COUNTY-  MO/OREGON
 GE0820  USGS QUAD   -  COUCH (1984)
 GE0820
 GE0820                         *CURRENT SURVEY CONTROL
 GE0820  ___________________________________________________________________
 GE0820* NAD 83(1997)-  36 32 58.66127(N)    091 23 42.28397(W)     ADJUSTED  
 GE0820* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 GE0820  ___________________________________________________________________
 GE0820  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 GE0820  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 GE0820
 GE0820  HORZ ORDER  -  FIRST
 GE0820
 GE0820.The horizontal coordinates were established by classical geodetic methods
 GE0820.and adjusted by the National Geodetic Survey in February 2000..
 GE0820
 GE0820.The orthometric height was scaled from a topographic map.
 GE0820
 GE0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0820
 GE0820.The geoid height was determined by GEOID03.
 GE0820
 GE0820;                    North         East     Units Scale Factor Converg.
 GE0820;SPC MO E     -    79,849.382   169,864.489   MT  1.00001242   -0 31 59.0
 GE0820;SPC AR N     -   246,061.714   454,164.819   MT  1.00007785   +0 21 07.2
 GE0820;SPC AR N     -   807,287.47  1,490,039.08   sFT  1.00007785   +0 21 07.2
 GE0820;UTM  15      - 4,046,111.298   643,642.871   MT  0.99985421   +0 57 21.3
 GE0820
 GE0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0820!SPC MO E     -   0.99995770  x   1.00001242  =   0.99997012
 GE0820!SPC AR N     -   0.99995770  x   1.00007785  =   1.00003555
 GE0820!UTM  15      -   0.99995770  x   0.99985421  =   0.99981192
 GE0820
 GE0820|---------------------------------------------------------------------|
 GE0820| PID    Reference Object                     Distance      Geod. Az  |
 GE0820|                                                           dddmmss.s |
 GE0820| CI0693 CUSTER RM 1                          66.678 METERS 06127     |
 GE0820| CI0692 CUSTER AZ MK                                       1251215.3 |
 GE0820| GE0873 WHITMAN                             APPROX.13.1 KM 1835742.5 |
 GE0820| CI0694 CUSTER RM 2                          44.736 METERS 31114     |
 GE0820|---------------------------------------------------------------------|
 GE0820
 GE0820                          SUPERSEDED SURVEY CONTROL
 GE0820
 GE0820  NAD 83(1997)-  36 32 58.66243(N)    091 23 42.28383(W) AD(       ) 1
 GE0820  NAD 83(1986)-  36 32 58.66934(N)    091 23 42.28271(W) AD(       ) 1
 GE0820  NAD 27      -  36 32 58.44900(N)    091 23 41.78800(W) AD(       ) 1
 GE0820
 GE0820.Superseded values are not recommended for survey control.
 GE0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0820.See file dsdata.txt to determine how the superseded data were derived.
 GE0820
 GE0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4364346111(NAD 83)
 GE0820_MARKER: DS = TRIANGULATION STATION DISK
 GE0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0820
 GE0820  HISTORY     - Date     Condition        Report By
 GE0820  HISTORY     - 1934     MONUMENTED       CGS
 GE0820  HISTORY     - 1955     GOOD             CGS
 GE0820  HISTORY     - 1956     GOOD             CGS
 GE0820
 GE0820                          STATION DESCRIPTION
 GE0820
 GE0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GE0820'THIS STATION IS LOCATED 6.6 MILES SW OF COUCH, A SMALL VILLAGE
 GE0820'ON COUNTY ROUTE A, ON A HIGH RIDGE IN OPEN WOODLAND BELONGING
 GE0820'TO MR. CUSTER, OF ALTON, MISSOURI, IN NE 1/4, SW 1/4, SEC. 15,
 GE0820'T 22 N, R 4 W.  THE MARK IS 41.2 FEET N OF CENTER LINE OF AN E-W
 GE0820'PRIVATE ROAD.
 GE0820'
 GE0820'SURFACE, REFERENCE AND AZIMUTH MARK ARE STANDARD BRONZE DISKS
 GE0820'SET IN THE TOPS OF CONCRETE CYLINDERS.
 GE0820'
 GE0820'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GE0820'
 GE0820'REFERENCE MARK NO. 1 IS 218.76 FEET, (66.65 METERS) E OF
 GE0820'STATION IN CLEARING AND 2.10 METERS FROM RAIL OF AN N-S FENCE.
 GE0820'
 GE0820'REFERENCE MARK NO. 2 IS 146.77 FEET, (44.73 METERS) NW OF
 GE0820'STATION IN HEAVY TIMBER.
 GE0820'
 GE0820'AZIMUTH MARK IS 0.2 MILE N OF STATION IN CLEARING, 150 FEET
 GE0820'N OF A DIRT EW FARM ROAD AND 3.0 METERS S OF FENCE.
 GE0820'
 GE0820'TO REACH FROM ALTON, GO S ON STATE HIGHWAY 19, FOR 9.7 MILES
 GE0820'TO JUNCTION WITH COUNTY ROUTE A, THEN E 5.8 MILES TO COUCH.
 GE0820'FROM COUCH, CONTINUE ON COUNTY ROUTE A, 1.1 MILES TO DIRT T-ROAD
 GE0820'LEADING S. TURN S ON T-ROAD 4.4 MILES TO CREEK AND FORKS, CROSS
 GE0820'CREEK AND CONTINUE ON LEFT FORK 0.8 MILE TO TOP OF RIDGE AND
 GE0820'C.W. RIDENHOURS MAIL BOX.  TURN LEFT HERE AND GO 0.2 MILE TO
 GE0820'STATION.
 GE0820'
 GE0820'HEIGHT OF LIGHT ABOVE STATION MARK - 34.44 METERS.
 GE0820
 GE0820                          STATION RECOVERY (1955)
 GE0820
 GE0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0820'THE STATION, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK
 GE0820'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 GE0820'AS SHOWN IN THE ORIGINAL DESCRIPTION TO BE NORTH OF THE STATION
 GE0820'SHOULD BE SOUTHEAST 0.1 MILE, INSTEAD OF 0.2 MILE NORTH.
 GE0820'FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 GE0820'
 GE0820'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF MYRTLE, ABOUT
 GE0820'100 YARDS WEST OF AN ABANDONED FARMHOUSE, 62 FEET NORTH OF THE
 GE0820'CENTER OF A GRAVELED ROAD AND 5 FEET NORTHEAST OF A 4 X 4 INCH
 GE0820'WHITE WITNESS POST.
 GE0820'
 GE0820'TO REACH THE STATION FROM THE POST OFFICE IN MYRTLE, GO WEST
 GE0820'ON COUNTY ROAD V FOR 9.0 MILES TO STATE HIGHWAY 142, TURN SHARP
 GE0820'RIGHT AND GO NORTHEASTERLY ON HIGHWAY 142 FOR 0.1 MILE TO COUNTY
 GE0820'ROAD EE, TURN LEFT AND GO NORTH ON COUNTY ROAD EE FOR 1.6 MILES
 GE0820'TO A GRAVELED ROAD LEADING EAST, TURN RIGHT AND GO EAST FOR 0.2
 GE0820'MILE TO THE STATION ON THE LEFT, CONTINUE EAST ON THE GRAVELED
 GE0820'ROAD FOR 0.05 MILE TO A TRACK ROAD LEADING SOUTHEASTERLY, BEAR
 GE0820'RIGHT AND GO SOUTHEASTERLY FOR 0.05 MILE TO THE AZIMUTH MARK
 GE0820'ON THE RIGHT.
 GE0820'
 GE0820'THE STATION MARK PROJECTS 12 INCHES, AND THE DISK IS STAMPED
 GE0820'CUSTER 1934.
 GE0820'
 GE0820'REFERENCE MARK 1 IS AT THE NORTHEAST EDGE OF A CLEARING.  THE MARK
 GE0820'PROJECTS 4 INCHES, AND THE DISK IS STAMPED CUSTER NO 1 1934.
 GE0820'
 GE0820'REFERENCE MARK 2 IS LOCATED IN A SMALL CLEARED AREA.  THE MARK
 GE0820'PROJECTS 6 INCHES, AND THE DISK IS STAMPED CUSTER NO 2 1934.
 GE0820'
 GE0820'THE AZIMUTH MARK IS ABOUT 300 FEET SOUTH OF THE GRAVELED ROAD,
 GE0820'106 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 3 FEET
 GE0820'SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST.  THE MARK PROJECTS
 GE0820'8 INCHES, AND THE DISK IS STAMPED CUSTER AZI 1934.
 GE0820'ABOUT 4 HOURS CLEARING ON THE LINE TO THE AZIMUTH MARK TO MAKE
 GE0820'IT VISIBLE FROM THE GROUND AT THE STATION.
 GE0820'
 GE0820'THE AZ MK DIRECTION FAILED TO AGREE WITH THE 1934 OBSERVATIONS
 GE0820'BY 13.3 SECONDS.
 GE0820'
 GE0820'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE0820
 GE0820                          STATION RECOVERY (1956)
 GE0820
 GE0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0820'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED BY
 GE0820'W.F. DEANE IN 1955.  THE 1955 DESCRIPTION IS ADEQUATE AND
 GE0820'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0206 ***********************************************************************
 HE0206  DESIGNATION -  CV
 HE0206  PID         -  HE0206
 HE0206  STATE/COUNTY-  MO/JASPER
 HE0206  USGS QUAD   -  SARCOXIE (1971)
 HE0206
 HE0206                         *CURRENT SURVEY CONTROL
 HE0206  ___________________________________________________________________
 HE0206* NAD 83(1986)-  37 04 10.     (N)    094 06 57.     (W)     SCALED    
 HE0206* NAVD 88     -       331.568  (meters)    1087.82   (feet)  ADJUSTED  
 HE0206  ___________________________________________________________________
 HE0206  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 HE0206  DYNAMIC HT  -         331.299 (meters)    1086.94  (feet)  COMP
 HE0206  MODELED GRAV-     979,807.5   (mgal)                       NAVD 88
 HE0206
 HE0206  VERT ORDER  -  FIRST     CLASS II
 HE0206
 HE0206.The horizontal coordinates were scaled from a topographic map and have
 HE0206.an estimated accuracy of +/- 6 seconds.
 HE0206
 HE0206.The orthometric height was determined by differential leveling
 HE0206.and adjusted by the National Geodetic Survey in June 1991..
 HE0206
 HE0206.The geoid height was determined by GEOID03.
 HE0206
 HE0206.The dynamic height is computed by dividing the NAVD 88
 HE0206.geopotential number by the normal gravity value computed on the
 HE0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0206.degrees latitude (g = 980.6199 gals.).
 HE0206
 HE0206.The modeled gravity was interpolated from observed gravity values.
 HE0206
 HE0206;                    North         East    Units  Estimated Accuracy
 HE0206;SPC MO W     -   100,250.      884,160.      MT  (+/- 180 meters Scaled)
 HE0206
 HE0206                          SUPERSEDED SURVEY CONTROL
 HE0206
 HE0206  NGVD 29 (??/??/92)  331.476  (m)         1087.52   (f) ADJ UNCH    1 2
 HE0206
 HE0206.Superseded values are not recommended for survey control.
 HE0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0206.See file dsdata.txt to determine how the superseded data were derived.
 HE0206
 HE0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB008031(NAD 83)
 HE0206_MARKER: Z = SEE DESCRIPTION
 HE0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0206_SP_SET: STEP
 HE0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0206
 HE0206  HISTORY     - Date     Condition        Report By
 HE0206  HISTORY     - 1894     MONUMENTED       USGS
 HE0206  HISTORY     - 1933     GOOD             NGS
 HE0206  HISTORY     - 1977     GOOD             NGS
 HE0206  HISTORY     - 1977     GOOD             NGS
 HE0206  HISTORY     - 20030319 GOOD             GEOCAC
 HE0206  HISTORY     - 20051104 GOOD             GEOCAC
 HE0206  HISTORY     - 20060614 GOOD             MODNR
 HE0206
 HE0206                          STATION DESCRIPTION
 HE0206
 HE0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0206'AT SARCOXIE.
 HE0206'AT SARCOXIE, JASPER COUNTY, OPPOSITE THE NORTHEAST CORNER OF
 HE0206'THE PUBLIC SQUARE, ON THE SOUTHEAST CORNER OF THE BLOCK, AT A
 HE0206'BRICK BUILDING ONCE OWNED AND OCCUPIED BY THE FIRST NATIONAL
 HE0206'BANK OF SARCOXIE, AND ON THE UPPER SURFACE OF THE LOWER STONE
 HE0206'STEP.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS
 HE0206'USBM.  NOTE-- THE LETTERS U S C AND G SURVEY AND ALTITUDE ABOVE
 HE0206'GULF OF MEXICO 1088 FEET ARE ALSO CUT IN THE STONE STEP.
 HE0206
 HE0206                          STATION RECOVERY (1977)
 HE0206
 HE0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HE0206'RECOVERED IN GOOD CONDITION.
 HE0206
 HE0206                          STATION RECOVERY (1977)
 HE0206
 HE0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HE0206'RECOVERED IN GOOD CONDITION.
 HE0206
 HE0206                          STATION RECOVERY (2003)
 HE0206
 HE0206'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 HE0206'BRICK BUILDING IS NOW GONE,ONLY THE MARK REMAINS.
 HE0206
 HE0206                          STATION RECOVERY (2005)
 HE0206
 HE0206'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 HE0206'GEOCAC FIRST REPORT.
 HE0206'THE MARK IS IN GOOD SHAPE AND HAS BEEN CEMENTED IN PLACE AT THE OLD
 HE0206'ENTRANCE IN THE SIDEWALK.
 HE0206'THE BUILDING NO LONGER EXISTS THE MARK APPEAR TO BE IN ORIGINAL
 HE0206'POSITION.
 HE0206
 HE0206                          STATION RECOVERY (2006)
 HE0206
 HE0206'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE0206'STATION IS LOCATED AT THE CORNER OF 5TH ST. AND CROSS ST. IN THE NW
 HE0206'ANGLE. THE STEP IS NOW PART OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1142 ***********************************************************************
 JD1142  DESIGNATION -  CWA
 JD1142  PID         -  JD1142
 JD1142  STATE/COUNTY-  MO/PETTIS
 JD1142  USGS QUAD   -  HUGHESVILLE (1973)
 JD1142
 JD1142                         *CURRENT SURVEY CONTROL
 JD1142  ___________________________________________________________________
 JD1142* NAD 83(1986)-  38 50 00.     (N)    093 19 51.     (W)     SCALED    
 JD1142* NAVD 88     -       241.271  (meters)     791.57   (feet)  ADJUSTED  
 JD1142  ___________________________________________________________________
 JD1142  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1142  DYNAMIC HT  -         241.112 (meters)     791.05  (feet)  COMP
 JD1142  MODELED GRAV-     979,964.1   (mgal)                       NAVD 88
 JD1142
 JD1142  VERT ORDER  -  SECOND    CLASS 0
 JD1142
 JD1142.The horizontal coordinates were scaled from a topographic map and have
 JD1142.an estimated accuracy of +/- 6 seconds.
 JD1142
 JD1142.The orthometric height was determined by differential leveling
 JD1142.and adjusted by the National Geodetic Survey in June 1991..
 JD1142
 JD1142.The geoid height was determined by GEOID03.
 JD1142
 JD1142.The dynamic height is computed by dividing the NAVD 88
 JD1142.geopotential number by the normal gravity value computed on the
 JD1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1142.degrees latitude (g = 980.6199 gals.).
 JD1142
 JD1142.The modeled gravity was interpolated from observed gravity values.
 JD1142
 JD1142;                    North         East    Units  Estimated Accuracy
 JD1142;SPC MO C     -   333,260.      427,860.      MT  (+/- 180 meters Scaled)
 JD1142
 JD1142                          SUPERSEDED SURVEY CONTROL
 JD1142
 JD1142  NGVD 29 (??/??/92)  241.181  (m)          791.27   (f) ADJ UNCH    2 0
 JD1142
 JD1142.Superseded values are not recommended for survey control.
 JD1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1142.See file dsdata.txt to determine how the superseded data were derived.
 JD1142
 JD1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC712983(NAD 83)
 JD1142_MARKER: DD = SURVEY DISK
 JD1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1142_STAMPING: CWA 1934
 JD1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1142+STABILITY: SURFACE MOTION
 JD1142
 JD1142  HISTORY     - Date     Condition        Report By
 JD1142  HISTORY     - 1934     MONUMENTED       MOGS
 JD1142  HISTORY     - 1963     GOOD             NGS
 JD1142
 JD1142                          STATION DESCRIPTION
 JD1142
 JD1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1142'6.6 MI N FROM DRESDEN.
 JD1142'ABOUT 2.55 MILES NORTH ALONG PAVED COUNTY ROAD T FROM THE
 JD1142'INTERSECTION OF U.S. HIGHWAY 50 AT DRESDEN, THENCE 0.25 MILE
 JD1142'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 3.75 MILES NORTH ALONG
 JD1142'A GRADED COUNTY ROAD, 56.5 FEET SOUTHEAST OF THE CENTER OF THE
 JD1142'INTERSECTION OF AN EAST-WEST ROAD, 49 FEET EAST OF THE CENTERLINE
 JD1142'OF THE ROAD, 28.3 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 JD1142'ROAD, 3.0 FEET SOUTH OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS
 JD1142'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD1142'POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0030 ***********************************************************************
 JE0030  DESIGNATION -  CWA
 JE0030  PID         -  JE0030
 JE0030  STATE/COUNTY-  MO/CASS
 JE0030  USGS QUAD   -  HARRISONVILLE (1981)
 JE0030
 JE0030                         *CURRENT SURVEY CONTROL
 JE0030  ___________________________________________________________________
 JE0030* NAD 83(1986)-  38 38 33.     (N)    094 21 07.     (W)     SCALED    
 JE0030* NAVD 88     -       272.183  (meters)     892.99   (feet)  ADJUSTED  
 JE0030  ___________________________________________________________________
 JE0030  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE0030  DYNAMIC HT  -         271.997 (meters)     892.38  (feet)  COMP
 JE0030  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 JE0030
 JE0030  VERT ORDER  -  FIRST     CLASS II
 JE0030
 JE0030.The horizontal coordinates were scaled from a topographic map and have
 JE0030.an estimated accuracy of +/- 6 seconds.
 JE0030
 JE0030.The orthometric height was determined by differential leveling
 JE0030.and adjusted by the National Geodetic Survey in June 1991..
 JE0030.WARNING-Repeat measurements at this control monument indicate possible
 JE0030.vertical movement.
 JE0030
 JE0030.The geoid height was determined by GEOID03.
 JE0030
 JE0030.The dynamic height is computed by dividing the NAVD 88
 JE0030.geopotential number by the normal gravity value computed on the
 JE0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0030.degrees latitude (g = 980.6199 gals.).
 JE0030
 JE0030.The modeled gravity was interpolated from observed gravity values.
 JE0030
 JE0030;                    North         East    Units  Estimated Accuracy
 JE0030;SPC MO W     -   274,780.      862,890.      MT  (+/- 180 meters Scaled)
 JE0030
 JE0030                          SUPERSEDED SURVEY CONTROL
 JE0030
 JE0030  NGVD 29 (??/??/92)  272.07   (m)          892.6    (f) COMPUTED    1 2
 JE0030
 JE0030.Superseded values are not recommended for survey control.
 JE0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0030.See file dsdata.txt to determine how the superseded data were derived.
 JE0030
 JE0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC823779(NAD 83)
 JE0030_MARKER: DB = BENCH MARK DISK
 JE0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0030_STAMPING: C W A 1934
 JE0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0030+STABILITY: SURFACE MOTION
 JE0030
 JE0030  HISTORY     - Date     Condition        Report By
 JE0030  HISTORY     - 1934     MONUMENTED       MOGS
 JE0030  HISTORY     - 1963     GOOD             NGS
 JE0030  HISTORY     - 19990708 MARK NOT FOUND   NGS
 JE0030
 JE0030                          STATION DESCRIPTION
 JE0030
 JE0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0030'1.7 MI SW FROM HARRISONVILLE.
 JE0030'ABOUT 0.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0030'FROM THE STATION AT HARRISONVILLE, THENCE 1.1 MILES SOUTH ALONG
 JE0030'U.S. HIGHWAY 71, AT A ROAD INTERSECTION, IN SECTION 4, T 44 N,
 JE0030'R 31 W, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET
 JE0030'SOUTH OF THE PROJECTED CENTER LINE OF STATE HIGHWAY 7, 28 FEET
 JE0030'SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 2 FEET NORTH OF
 JE0030'A FENCE AROUND A PRIVATE YARD, 5 FEET WEST OF A TELEPHONE POLE,
 JE0030'ABOUT 2 FEET ABOVE THE LEVEL OF U.S. HIGHWAY 71, AND SET IN THE
 JE0030'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JE0030
 JE0030                          STATION RECOVERY (1999)
 JE0030
 JE0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 JE0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1848 ***********************************************************************
 JE1848  DESIGNATION -  CWA
 JE1848  PID         -  JE1848
 JE1848  STATE/COUNTY-  MO/JACKSON
 JE1848  USGS QUAD   -  STRASBURG (1990)
 JE1848
 JE1848                         *CURRENT SURVEY CONTROL
 JE1848  ___________________________________________________________________
 JE1848* NAD 83(1997)-  38 50 05.67228(N)    094 13 56.23309(W)     ADJUSTED  
 JE1848* NAVD 88     -       313.2    (meters)    1028.     (feet)  VERTCON   
 JE1848  ___________________________________________________________________
 JE1848  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JE1848  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JE1848
 JE1848  HORZ ORDER  -  THIRD
 JE1848  VERT ORDER  -  THIRD ? (See Below)
 JE1848
 JE1848.The horizontal coordinates were established by classical geodetic methods
 JE1848.and adjusted by the National Geodetic Survey in February 2000..
 JE1848.No horizontal observational check was made to the station.
 JE1848
 JE1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1848.The vertical order pertains to the NGVD 29 superseded value.
 JE1848
 JE1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1848
 JE1848.The geoid height was determined by GEOID03.
 JE1848
 JE1848;                    North         East     Units Scale Factor Converg.
 JE1848;SPC MO W     -   296,157.121   873,243.464   MT  0.99994783   +0 10 04.4
 JE1848;UTM  15      - 4,299,177.821   393,044.808   MT  0.99974086   -0 46 22.1
 JE1848
 JE1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1848!SPC MO W     -   0.99995595  x   0.99994783  =   0.99990378
 JE1848!UTM  15      -   0.99995595  x   0.99974086  =   0.99969682
 JE1848
 JE1848                          SUPERSEDED SURVEY CONTROL
 JE1848
 JE1848  NAD 83(1997)-  38 50 05.67262(N)    094 13 56.23304(W) AD(       ) 3
 JE1848  NAD 83(1986)-  38 50 05.67968(N)    094 13 56.22953(W) AD(       ) 3
 JE1848  NAD 27      -  38 50 05.64712(N)    094 13 55.42544(W) AD(       ) 3
 JE1848  NGVD 29 (07/19/86)  313.1    (m)         1027.     (f) LEVELING    3  
 JE1848
 JE1848.Superseded values are not recommended for survey control.
 JE1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1848.See file dsdata.txt to determine how the superseded data were derived.
 JE1848
 JE1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9304599178(NAD 83)
 JE1848_MARKER: DB = BENCH MARK DISK
 JE1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1848_STAMPING: CWA 1934
 JE1848_MARK LOGO: CGS+SS
 JE1848_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JE1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1848+STABILITY: SURFACE MOTION
 JE1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1848+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 JE1848
 JE1848  HISTORY     - Date     Condition        Report By
 JE1848  HISTORY     - 1934     MONUMENTED       MOGS
 JE1848  HISTORY     - 19810427 GOOD             NGS
 JE1848  HISTORY     - 20051119 GOOD             INDIV
 JE1848
 JE1848                          STATION DESCRIPTION
 JE1848
 JE1848'DESCRIBED BY MISSOURI GEODETIC SURVEY 1934 (UKN)
 JE1848'THE STATION IS ABOUT 9-1/2 MILES SOUTHEAST OF LEES SUMMIT, 4-1/4
 JE1848'MILES NORTHEAST OF PLEASANT HILL AND ON THE NORTH RIGHT-OF-WAY OF
 JE1848'COUNTY LINE ROAD, AT THE JACKSON/CASS COUNTY LINE.
 JE1848'
 JE1848'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 7,
 JE1848'ABOUT 5 MILES EAST OF LEES SUMMIT, GO SOUTH ON HIGHWAY 7 FOR 4.05
 JE1848'MILES TO COUNTY LINE ROAD.  TURN LEFT AND GO EAST FOR 1.9 MILES TO
 JE1848'THE MARK ON THE LEFT NEAR A HOUSE OWNED BY BILL STOCKMAN.
 JE1848'
 JE1848'IT IS A U.S. COAST AND GEODETIC AND STATE SURVEY DISK, STAMPED---CWA
 JE1848'1934---SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 7
 JE1848'INCHES.  IT IS 89.0 FEET WEST OF THE CENTERLINE OF A DRIVE, 67.3
 JE1848'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 18.5 FEET
 JE1848'NORTH OF THE CENTERLINE OF THE ROAD.  THE DISTANCE FROM
 JE1848'STATION--THORNTON--WAS MEASURED ELECTRONICALLY, BEING 1247.058 METERS
 JE1848'EAST OF--THORTON--.
 JE1848
 JE1848                          STATION RECOVERY (1981)
 JE1848
 JE1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JE1848'THE STATION IS ABOUT 9.50 MI (15.29 KM) SOUTHEAST OF LEES SUMMIT, 4.25
 JE1848'MI (6.84 KM) NORTHEAST OF PLEASANT HILL AND ON THE NORTH RIGHT-OF-WAY
 JE1848'OF COUNTY LINE ROAD, AT THE JACKSON/CASS COUNTY LINE. TO REACH FROM
 JE1848'THE JUNCTION OF US HIGHWAY 50 AND STATE HIGHWAY 7, ABOUT 5 MI (8.0 KM)
 JE1848'EAST OF LEES SUMMIT, GO SOUTH ON HIGHWAY 7 FOR 4.05 MI (6.52 KM) TO
 JE1848'COUNTY LINE ROAD.  TURN LEFT AND GO EAST FOR 1.9 MI (3.1 KM) TO THE
 JE1848'MARK ON THE LEFT NEAR A HOUSE OWNED BY BILL STOCKMAN. IT IS A US COAST
 JE1848'AND GEODETIC AND STATE SURVEY DISK, STAMPED CWA 1934, SET IN THE TOP
 JE1848'OF A SQUARE CONCRETE POST THAT PROJECTS 7 INCHES.  LOCATED 89.0 FT
 JE1848'(27.1 M) WEST OF THE CENTERLINE OF A DRIVE, 67.3 FT (20.5 M) SOUTHWEST
 JE1848'OF THE SOUTHWEST CORNER OF THE HOUSE AND 18.5 FT (5.6 M) NORTH OF THE
 JE1848'CENTERLINE OF THE ROAD. THE DISTANCE FROM STATION THORNTON, WAS
 JE1848'MEASURED ELECTRONICALLY, BEING 1247.058 M (4091.389 FT) EAST OF
 JE1848'THORNTON.
 JE1848
 JE1848                          STATION RECOVERY (2005)
 JE1848
 JE1848'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE1848'CONCRETE POST IS TIPPED SLIGHTLY TO THE SOUTH BUT SOLID IN THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0594 ***********************************************************************
 HD0594  DESIGNATION -  CWA 1255
 HD0594  PID         -  HD0594
 HD0594  STATE/COUNTY-  MO/HICKORY
 HD0594  USGS QUAD   -  ELKTON (1991)
 HD0594
 HD0594                         *CURRENT SURVEY CONTROL
 HD0594  ___________________________________________________________________
 HD0594* NAD 83(1997)-  37 51 13.12637(N)    093 25 28.59754(W)     ADJUSTED  
 HD0594* NAVD 88     -       337.944  (meters)    1108.74   (feet)  ADJUSTED  
 HD0594  ___________________________________________________________________
 HD0594  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 HD0594  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HD0594  DYNAMIC HT  -         337.692 (meters)    1107.91  (feet)  COMP
 HD0594  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 HD0594
 HD0594  HORZ ORDER  -  SECOND
 HD0594  VERT ORDER  -  SECOND    CLASS 0
 HD0594
 HD0594.The horizontal coordinates were established by classical geodetic methods
 HD0594.and adjusted by the National Geodetic Survey in February 2000..
 HD0594
 HD0594.The orthometric height was determined by differential leveling
 HD0594.and adjusted by the National Geodetic Survey in June 1991..
 HD0594
 HD0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0594
 HD0594.The geoid height was determined by GEOID03.
 HD0594
 HD0594.The dynamic height is computed by dividing the NAVD 88
 HD0594.geopotential number by the normal gravity value computed on the
 HD0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0594.degrees latitude (g = 980.6199 gals.).
 HD0594
 HD0594.The modeled gravity was interpolated from observed gravity values.
 HD0594
 HD0594;                    North         East     Units Scale Factor Converg.
 HD0594;SPC MO C     -   224,591.658   418,632.605   MT  1.00001485   -0 34 02.7
 HD0594;SPC MO W     -   187,751.393   944,637.337   MT  1.00005145   +0 39 35.8
 HD0594;UTM  15      - 4,189,661.902   462,646.288   MT  0.99961719   -0 15 38.0
 HD0594
 HD0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0594!SPC MO C     -   0.99995185  x   1.00001485  =   0.99996670
 HD0594!SPC MO W     -   0.99995185  x   1.00005145  =   1.00000329
 HD0594!UTM  15      -   0.99995185  x   0.99961719  =   0.99956905
 HD0594
 HD0594                          SUPERSEDED SURVEY CONTROL
 HD0594
 HD0594  NAD 83(1997)-  37 51 13.13026(N)    093 25 28.59633(W) AD(       ) 2
 HD0594  NAD 83(1997)-  37 51 13.13694(N)    093 25 28.59676(W) AD(       ) 2
 HD0594  NAD 83(1986)-  37 51 13.13717(N)    093 25 28.59628(W) AD(       ) 2
 HD0594  NAD 27      -  37 51 13.01200(N)    093 25 27.87500(W) AD(       ) 2
 HD0594  NGVD 29 (??/??/92)  337.832  (m)         1108.37   (f) ADJ UNCH    2 0
 HD0594
 HD0594.Superseded values are not recommended for survey control.
 HD0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0594.See file dsdata.txt to determine how the superseded data were derived.
 HD0594
 HD0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6264689662(NAD 83)
 HD0594_MARKER: DD = SURVEY DISK
 HD0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0594_STAMPING: CWA 1255 1935
 HD0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0594+STABILITY: SURFACE MOTION
 HD0594
 HD0594  HISTORY     - Date     Condition        Report By
 HD0594  HISTORY     - 1935     MONUMENTED       USGS
 HD0594  HISTORY     - 1947     GOOD             USGS
 HD0594
 HD0594                          STATION DESCRIPTION
 HD0594
 HD0594'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 HD0594'AT ELKTON.
 HD0594'AT ELKTON, HICKORY COUNTY, 150 YARDS NORTH OF THE INTERSECTION
 HD0594'OF STATE HIGHWAY NO. 83, AND COUNTY HIGHWAY H, 87.4 FEET NORTHEAST
 HD0594'OF THE NORTHEAST CORNER OF THE ELKTON CHRISTIAN CHURCH, 33.0
 HD0594'FEET WEST AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 9.0 FEET
 HD0594'SOUTH OF A FENCE CORNER AND 1.0 FOOT SOUTH OF A 4 BY 4 INCH
 HD0594'MARKER POST.  A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED CWA
 HD0594'1255 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HD0594'INCHES ABOVE GROUND.
 HD0594
 HD0594                          STATION RECOVERY (1947)
 HD0594
 HD0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 HD0594'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH OF WHEATLAND AND IN
 HD0594'THE VILLAGE OF ELKTON.  IT IS IN THE NORTHEAST CORNER OF A CHURCH
 HD0594'YARD.
 HD0594'
 HD0594'USGS BM CWA 1255 1935, IS A STANDARD USGS BM DISK
 HD0594'CEMENTED IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 4
 HD0594'INCHES.  IT IS 37 FEET WEST OF THE CENTER OF STATE HIGHWAY NO.
 HD0594'83, 9 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT SOUTH OF A WITNESS
 HD0594'POST.  IT IS STAMPED CWA 1255 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0573 ***********************************************************************
 JE0573  DESIGNATION -  CWA 232
 JE0573  PID         -  JE0573
 JE0573  STATE/COUNTY-  MO/BATES
 JE0573  USGS QUAD   -  VIRGINIA (1961)
 JE0573
 JE0573                         *CURRENT SURVEY CONTROL
 JE0573  ___________________________________________________________________
 JE0573* NAD 83(1986)-  38 15 58.     (N)    094 29 44.     (W)     SCALED    
 JE0573* NAVD 88     -       266.782  (meters)     875.27   (feet)  ADJUSTED  
 JE0573  ___________________________________________________________________
 JE0573  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0573  DYNAMIC HT  -         266.591 (meters)     874.64  (feet)  COMP
 JE0573  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 JE0573
 JE0573  VERT ORDER  -  SECOND    CLASS 0
 JE0573
 JE0573.The horizontal coordinates were scaled from a topographic map and have
 JE0573.an estimated accuracy of +/- 6 seconds.
 JE0573
 JE0573.The orthometric height was determined by differential leveling
 JE0573.and adjusted by the National Geodetic Survey in June 1991..
 JE0573
 JE0573.The geoid height was determined by GEOID03.
 JE0573
 JE0573.The dynamic height is computed by dividing the NAVD 88
 JE0573.geopotential number by the normal gravity value computed on the
 JE0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0573.degrees latitude (g = 980.6199 gals.).
 JE0573
 JE0573.The modeled gravity was interpolated from observed gravity values.
 JE0573
 JE0573;                    North         East    Units  Estimated Accuracy
 JE0573;SPC MO W     -   232,990.      850,390.      MT  (+/- 180 meters Scaled)
 JE0573
 JE0573                          SUPERSEDED SURVEY CONTROL
 JE0573
 JE0573  NGVD 29 (??/??/92)  266.663  (m)          874.88   (f) ADJ UNCH    2 0
 JE0573
 JE0573.Superseded values are not recommended for survey control.
 JE0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0573.See file dsdata.txt to determine how the superseded data were derived.
 JE0573
 JE0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC691363(NAD 83)
 JE0573_MARKER: DD = SURVEY DISK
 JE0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0573_STAMPING: CWA 232 875 1934
 JE0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0573+STABILITY: SURFACE MOTION
 JE0573
 JE0573  HISTORY     - Date     Condition        Report By
 JE0573  HISTORY     - 1934     MONUMENTED       USGS
 JE0573  HISTORY     - 1963     GOOD             NGS
 JE0573
 JE0573                          STATION DESCRIPTION
 JE0573
 JE0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0573'AT VIRGINIA.
 JE0573'AT VIRGINIA, 249 FEET EAST-SOUTHEAST OF AND ACROSS STATE HIGHWAY
 JE0573'52 FROM THE VIRGINIA STORE AND SERVICE STATION, 41 FEET SOUTH
 JE0573'OF THE CENTER LINE OF THE HIGHWAY, 196 FEET EAST OF THE CENTER
 JE0573'LINE OF COUNTY ROAD V, 127 FEET WEST OF THE CENTER LINE OF
 JE0573'A PRIVATE DRIVEWAY, 26 1/2 FEET EAST OF A POWER POLE, 8 FEET
 JE0573'WEST OF A T FENCE CORNER POST, 1.0 FOOT SOUTHWEST OF A METAL
 JE0573'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 JE0573'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0871 ***********************************************************************
 JD0871  DESIGNATION -  CWA 270
 JD0871  PID         -  JD0871
 JD0871  STATE/COUNTY-  MO/COOPER
 JD0871  USGS QUAD   -  CLIFTON CITY (1979)
 JD0871
 JD0871                         *CURRENT SURVEY CONTROL
 JD0871  ___________________________________________________________________
 JD0871* NAD 83(1986)-  38 49 19.     (N)    093 00 08.     (W)     SCALED    
 JD0871* NAVD 88     -       237.822  (meters)     780.25   (feet)  ADJUSTED  
 JD0871  ___________________________________________________________________
 JD0871  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0871  DYNAMIC HT  -         237.667 (meters)     779.75  (feet)  COMP
 JD0871  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 JD0871
 JD0871  VERT ORDER  -  SECOND    CLASS 0
 JD0871
 JD0871.The horizontal coordinates were scaled from a topographic map and have
 JD0871.an estimated accuracy of +/- 6 seconds.
 JD0871
 JD0871.The orthometric height was determined by differential leveling
 JD0871.and adjusted by the National Geodetic Survey in June 1991..
 JD0871
 JD0871.The geoid height was determined by GEOID03.
 JD0871
 JD0871.The dynamic height is computed by dividing the NAVD 88
 JD0871.geopotential number by the normal gravity value computed on the
 JD0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0871.degrees latitude (g = 980.6199 gals.).
 JD0871
 JD0871.The modeled gravity was interpolated from observed gravity values.
 JD0871
 JD0871;                    North         East    Units  Estimated Accuracy
 JD0871;SPC MO C     -   331,790.      456,390.      MT  (+/- 180 meters Scaled)
 JD0871
 JD0871                          SUPERSEDED SURVEY CONTROL
 JD0871
 JD0871  NGVD 29 (??/??/92)  237.736  (m)          779.97   (f) ADJ UNCH    2 0
 JD0871
 JD0871.Superseded values are not recommended for survey control.
 JD0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0871.See file dsdata.txt to determine how the superseded data were derived.
 JD0871
 JD0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC998970(NAD 83)
 JD0871_MARKER: DD = SURVEY DISK
 JD0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0871_STAMPING: CWA 270
 JD0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0871+STABILITY: SURFACE MOTION
 JD0871
 JD0871  HISTORY     - Date     Condition        Report By
 JD0871  HISTORY     - UNK      MONUMENTED       USGS
 JD0871  HISTORY     - 1963     GOOD             NGS
 JD0871
 JD0871                          STATION DESCRIPTION
 JD0871
 JD0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0871'5.6 MI NE FROM CLIFTON CITY.
 JD0871'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0871'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0871'3.15 MILES NORTHEAST ALONG STATE HIGHWAY 135, THENCE 2.25 MILES
 JD0871'NORTHEAST ALONG COUNTY ROAD N, NEAR THE T-JUNCTION OF AN EAST-WEST
 JD0871'ROAD, 294 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, 26
 JD0871'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 12.7 FEET
 JD0871'EAST OF THE NORTH END OF AN ABANDONED CONCRETE CULVERT, 1.3
 JD0871'FEET SOUTH OF A WITNESS POST, ABOUT 9 FEET BELOW THE LEVEL
 JD0871'OF THE COUNTY ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD0871'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0822 ***********************************************************************
 KD0822  DESIGNATION -  CWA 480
 KD0822  PID         -  KD0822
 KD0822  STATE/COUNTY-  MO/LAFAYETTE
 KD0822  USGS QUAD   -  WAVERLY (1979)
 KD0822
 KD0822                         *CURRENT SURVEY CONTROL
 KD0822  ___________________________________________________________________
 KD0822* NAD 83(1986)-  39 10 35.     (N)    093 30 27.     (W)     SCALED    
 KD0822* NAVD 88     -       215.152  (meters)     705.88   (feet)  ADJUSTED  
 KD0822  ___________________________________________________________________
 KD0822  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0822  DYNAMIC HT  -         215.018 (meters)     705.44  (feet)  COMP
 KD0822  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 KD0822
 KD0822  VERT ORDER  -  SECOND    CLASS 0
 KD0822
 KD0822.The horizontal coordinates were scaled from a topographic map and have
 KD0822.an estimated accuracy of +/- 6 seconds.
 KD0822
 KD0822.The orthometric height was determined by differential leveling
 KD0822.and adjusted by the National Geodetic Survey in June 1991..
 KD0822
 KD0822.The geoid height was determined by GEOID03.
 KD0822
 KD0822.The dynamic height is computed by dividing the NAVD 88
 KD0822.geopotential number by the normal gravity value computed on the
 KD0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0822.degrees latitude (g = 980.6199 gals.).
 KD0822
 KD0822.The modeled gravity was interpolated from observed gravity values.
 KD0822
 KD0822;                    North         East    Units  Estimated Accuracy
 KD0822;SPC MO W     -   334,500.      935,760.      MT  (+/- 180 meters Scaled)
 KD0822
 KD0822                          SUPERSEDED SURVEY CONTROL
 KD0822
 KD0822  NGVD 29 (??/??/92)  215.041  (m)          705.51   (f) ADJ UNCH    2 0
 KD0822
 KD0822.Superseded values are not recommended for survey control.
 KD0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0822.See file dsdata.txt to determine how the superseded data were derived.
 KD0822
 KD0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD561364(NAD 83)
 KD0822_MARKER: DD = SURVEY DISK
 KD0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0822_STAMPING: CWA 480 1934
 KD0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0822+STABILITY: SURFACE MOTION
 KD0822
 KD0822  HISTORY     - Date     Condition        Report By
 KD0822  HISTORY     - 1934     MONUMENTED       USGS
 KD0822  HISTORY     - 1962     GOOD             NGS
 KD0822
 KD0822                          STATION DESCRIPTION
 KD0822
 KD0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0822'3 MI SE FROM WAVERLY.
 KD0822'0.4 MILE SOUTH ALONG WASHINGTON STREET FROM THE RAILROAD STATION
 KD0822'AT WAVERLY, THENCE 0.75 MILE SOUTH EAST ALONG U.S. HIGHWAY 24,
 KD0822'THENCE 1.85 MILE SOUTH ALONG A COUNTY ROAD, AT A T ROAD JUNCTION
 KD0822'LEADING WEST, 33.5 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 KD0822'29 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 20.7 FEET
 KD0822'SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 3.0 FEET
 KD0822'NORTH OF A POWER POLE, 1.3 FEET SOUTHWEST OF A FENCE CORNER, 1.7
 KD0822'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT ABOVE THE NORTH-SOUTH
 KD0822'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2563 ***********************************************************************
 JD2563  DESIGNATION -  CWA 532
 JD2563  PID         -  JD2563
 JD2563  STATE/COUNTY-  MO/MILLER
 JD2563  USGS QUAD   -  ROCKY MOUNT (1983)
 JD2563
 JD2563                         *CURRENT SURVEY CONTROL
 JD2563  ___________________________________________________________________
 JD2563* NAD 83(1997)-  38 19 39.63995(N)    092 40 08.90721(W)     ADJUSTED  
 JD2563* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 JD2563  ___________________________________________________________________
 JD2563  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 JD2563  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JD2563
 JD2563  HORZ ORDER  -  SECOND
 JD2563
 JD2563.The horizontal coordinates were established by classical geodetic methods
 JD2563.and adjusted by the National Geodetic Survey in February 2000..
 JD2563
 JD2563.The orthometric height was scaled from a topographic map.
 JD2563
 JD2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2563
 JD2563.The geoid height was determined by GEOID03.
 JD2563
 JD2563;                    North         East     Units Scale Factor Converg.
 JD2563;SPC MO C     -   276,815.435   485,211.267   MT  0.99993603   -0 06 17.6
 JD2563;UTM  15      - 4,242,224.347   528,918.853   MT  0.99961030   +0 12 18.7
 JD2563
 JD2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2563!SPC MO C     -   0.99995781  x   0.99993603  =   0.99989384
 JD2563!UTM  15      -   0.99995781  x   0.99961030  =   0.99956813
 JD2563
 JD2563                          SUPERSEDED SURVEY CONTROL
 JD2563
 JD2563  NAD 83(1986)-  38 19 39.65199(N)    092 40 08.90761(W) AD(       ) 2
 JD2563  NAD 27      -  38 19 39.54400(N)    092 40 08.23000(W) AD(       ) 2
 JD2563
 JD2563.Superseded values are not recommended for survey control.
 JD2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2563.See file dsdata.txt to determine how the superseded data were derived.
 JD2563
 JD2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2891942224(NAD 83)
 JD2563_MARKER: DB = BENCH MARK DISK
 JD2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2563_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2563
 JD2563  HISTORY     - Date     Condition        Report By
 JD2563  HISTORY     - 1947     MONUMENTED       MOGS
 JD2563
 JD2563                          STATION DESCRIPTION
 JD2563
 JD2563'DESCRIBED BY MISSOURI GEODETIC SURVEY 1947 (FRG)
 JD2563'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF VERSAILLES,
 JD2563'ABOUT 4 MILES WEST OF ELDON, AND ABOUT 1/4 MILE NORTH OF THE
 JD2563'VILLAGE OF ROCKY MT.  IT IS 16 FEET SOUTHWEST OF THE CENTER OF
 JD2563'THE FORK IN THE LANE.  A TRAVERSE CONNECTION WAS MADE FROM
 JD2563'STATION ROCKY MT WHICH IS JUST NORTH OF THE BM.  THE DISTANCE IS
 JD2563'44.903 METERS OR 147.32 FEET.
 JD2563'
 JD2563'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 JD2563'STATE HIGHWAY 52, IN THE WEST EDGE OF ELDON, GO WEST ON STATE
 JD2563'HIGHWAY 52 FOR 0.35 MILE TO THE JUNCTION OF COUNTY ROUTE Y.  TURN
 JD2563'LEFT ON ROUTE Y, CROSS A BRIDGE OVER THE RAILROAD TRACKS, TURN
 JD2563'RIGHT AND FOLLOW ROUTE Y FOR 4.8 MILES TO A SIDE ROAD RIGHT,
 JD2563'JUST AFTER PASSING A TWO STORY HOUSE ON THE RIGHT.  TURN RIGHT,
 JD2563'ENTER A LANE, AND GO 0.25 MILE TO A FORK AND THE MARK ON THE
 JD2563'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0408 ***********************************************************************
 JE0408  DESIGNATION -  CWA 768
 JE0408  PID         -  JE0408
 JE0408  STATE/COUNTY-  MO/BATES
 JE0408  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0408
 JE0408                         *CURRENT SURVEY CONTROL
 JE0408  ___________________________________________________________________
 JE0408* NAD 83(1986)-  38 13 16.     (N)    094 22 10.     (W)     SCALED    
 JE0408* NAVD 88     -       234.231  (meters)     768.47   (feet)  ADJUSTED  
 JE0408  ___________________________________________________________________
 JE0408  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0408  DYNAMIC HT  -         234.062 (meters)     767.92  (feet)  COMP
 JE0408  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 JE0408
 JE0408  VERT ORDER  -  FIRST     CLASS II
 JE0408
 JE0408.The horizontal coordinates were scaled from a topographic map and have
 JE0408.an estimated accuracy of +/- 6 seconds.
 JE0408
 JE0408.The orthometric height was determined by differential leveling
 JE0408.and adjusted by the National Geodetic Survey in June 1991..
 JE0408
 JE0408.The geoid height was determined by GEOID03.
 JE0408
 JE0408.The dynamic height is computed by dividing the NAVD 88
 JE0408.geopotential number by the normal gravity value computed on the
 JE0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0408.degrees latitude (g = 980.6199 gals.).
 JE0408
 JE0408.The modeled gravity was interpolated from observed gravity values.
 JE0408
 JE0408;                    North         East    Units  Estimated Accuracy
 JE0408;SPC MO W     -   228,000.      861,430.      MT  (+/- 180 meters Scaled)
 JE0408
 JE0408                          SUPERSEDED SURVEY CONTROL
 JE0408
 JE0408  NGVD 29 (??/??/92)  234.109  (m)          768.07   (f) ADJ UNCH    1 2
 JE0408
 JE0408.Superseded values are not recommended for survey control.
 JE0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0408.See file dsdata.txt to determine how the superseded data were derived.
 JE0408
 JE0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC801312(NAD 83)
 JE0408_MARKER: DD = SURVEY DISK
 JE0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0408_STAMPING: CWA 404 1934 768
 JE0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0408+STABILITY: SURFACE MOTION
 JE0408
 JE0408  HISTORY     - Date     Condition        Report By
 JE0408  HISTORY     - UNK      MONUMENTED       USGS
 JE0408  HISTORY     - 1963     GOOD             NGS
 JE0408
 JE0408                          STATION DESCRIPTION
 JE0408
 JE0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0408'3 MI S FROM BUTLER.
 JE0408'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0408'THE STATION AT BUTLER, THENCE 0.15 MILE WEST ALONG A GRAVELED
 JE0408'ROAD, 89 FEET EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION
 JE0408'OF THE GRAVELED ROAD AND A ROAD LEADING NORTH, 23 FEET SOUTH
 JE0408'OF THE CENTER LINE OF THE ROAD, 8 1/2 FEET EAST OF A CORNER
 JE0408'FENCE POST, 3 FEET SOUTH OF A FENCE, 3.0 FEET SOUTH OF A METAL
 JE0408'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JE0408'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1037 ***********************************************************************
 KD1037  DESIGNATION -  CWA 781
 KD1037  PID         -  KD1037
 KD1037  STATE/COUNTY-  MO/MACON
 KD1037  USGS QUAD   -  AXTELL (1979)
 KD1037
 KD1037                         *CURRENT SURVEY CONTROL
 KD1037  ___________________________________________________________________
 KD1037* NAD 83(1997)-  39 49 26.46513(N)    092 28 23.89451(W)     ADJUSTED  
 KD1037* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 KD1037  ___________________________________________________________________
 KD1037  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 KD1037  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KD1037
 KD1037  HORZ ORDER  -  SECOND
 KD1037
 KD1037.The horizontal coordinates were established by classical geodetic methods
 KD1037.and adjusted by the National Geodetic Survey in February 2000..
 KD1037
 KD1037.The orthometric height was scaled from a topographic map.
 KD1037
 KD1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1037
 KD1037.The geoid height was determined by GEOID03.
 KD1037
 KD1037;                    North         East     Units Scale Factor Converg.
 KD1037;SPC MO C     -   442,910.292   502,285.361   MT  0.99993340   +0 01 01.5
 KD1037;UTM  15      - 4,408,357.928   545,073.926   MT  0.99962501   +0 20 14.3
 KD1037
 KD1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1037!SPC MO C     -   0.99996220  x   0.99993340  =   0.99989560
 KD1037!UTM  15      -   0.99996220  x   0.99962501  =   0.99958723
 KD1037
 KD1037                          SUPERSEDED SURVEY CONTROL
 KD1037
 KD1037  NAD 83(1997)-  39 49 26.46832(N)    092 28 23.90152(W) AD(       ) 2
 KD1037  NAD 83(1986)-  39 49 26.46994(N)    092 28 23.90329(W) AD(       ) 2
 KD1037  NAD 27      -  39 49 26.34890(N)    092 28 23.24500(W) AD(       ) 2
 KD1037
 KD1037.Superseded values are not recommended for survey control.
 KD1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1037.See file dsdata.txt to determine how the superseded data were derived.
 KD1037
 KD1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE4507408358(NAD 83)
 KD1037_MARKER: DD = SURVEY DISK
 KD1037_SETTING: 0 = UNSPECIFIED SETTING
 KD1037
 KD1037  HISTORY     - Date     Condition        Report By
 KD1037  HISTORY     - 1949     MONUMENTED       USGS
 KD1037  HISTORY     - 1957     MARK NOT FOUND   CGS
 KD1037
 KD1037                          STATION DESCRIPTION
 KD1037
 KD1037'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (MEW)
 KD1037'STATION IS LOCATED ABOUT 6 MILES NORTH OF MACON AND 5 MILES
 KD1037'SOUTH OF ATLANTA.  STATION IS 52 FEET EAST OF RAILROAD TRACK, 23
 KD1037'FEET EAST OF A TELEPHONE POLE AND 13 FEET WEST OF THE SOUTHWEST
 KD1037'CORNER OF A TILE BUILDING.  THE DISK IS SET IN A CONCRETE POST
 KD1037'WHICH PROJECTS ABOUT 1 FOOT AND IS STAMPED CWA 781 1934.
 KD1037'
 KD1037'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 KD1037'AXTELL.  THE BM IS 858.91 FEET, 261.797 METERS, SOUTH OF THE
 KD1037'TRIANGULATION STATION.
 KD1037'
 KD1037'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND 63
 KD1037'IN THE NORTHEAST EDGE OF MACON GO NORTH ON U.S. HIGHWAY 63
 KD1037'FOR 5.2 MILES TO STATION ON LEFT OR WEST SIDE OF HIGHWAY AS
 KD1037'DESCRIBED.
 KD1037
 KD1037                          STATION RECOVERY (1957)
 KD1037
 KD1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KD1037'THIS STATION WAS FOUND DESTROYED AND THE DISK WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0602 ***********************************************************************
 GF0602  DESIGNATION -  CX
 GF0602  PID         -  GF0602
 GF0602  STATE/COUNTY-  MO/BARRY
 GF0602  USGS QUAD   -  PURDY (1972)
 GF0602
 GF0602                         *CURRENT SURVEY CONTROL
 GF0602  ___________________________________________________________________
 GF0602* NAD 83(1986)-  36 49 02.     (N)    093 55 15.     (W)     SCALED    
 GF0602* NAVD 88     -       452.621  (meters)    1484.97   (feet)  ADJUSTED  
 GF0602  ___________________________________________________________________
 GF0602  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GF0602  DYNAMIC HT  -         452.235 (meters)    1483.71  (feet)  COMP
 GF0602  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 GF0602
 GF0602  VERT ORDER  -  FIRST     CLASS II
 GF0602
 GF0602.The horizontal coordinates were scaled from a topographic map and have
 GF0602.an estimated accuracy of +/- 6 seconds.
 GF0602
 GF0602.The orthometric height was determined by differential leveling
 GF0602.and adjusted by the National Geodetic Survey in June 1991..
 GF0602
 GF0602.The geoid height was determined by GEOID03.
 GF0602
 GF0602.The dynamic height is computed by dividing the NAVD 88
 GF0602.geopotential number by the normal gravity value computed on the
 GF0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0602.degrees latitude (g = 980.6199 gals.).
 GF0602
 GF0602.The modeled gravity was interpolated from observed gravity values.
 GF0602
 GF0602;                    North         East    Units  Estimated Accuracy
 GF0602;SPC MO W     -    72,340.      901,670.      MT  (+/- 180 meters Scaled)
 GF0602
 GF0602                          SUPERSEDED SURVEY CONTROL
 GF0602
 GF0602  NGVD 29 (??/??/92)  452.454  (m)         1484.43   (f) ADJ UNCH    1 2
 GF0602
 GF0602.Superseded values are not recommended for survey control.
 GF0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0602.See file dsdata.txt to determine how the superseded data were derived.
 GF0602
 GF0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA178749(NAD 83)
 GF0602_MARKER: Q = CHISELED SQUARE
 GF0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0602_SP_SET: WINDOW SILL
 GF0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0602
 GF0602  HISTORY     - Date     Condition        Report By
 GF0602  HISTORY     - UNK      MONUMENTED       CGS
 GF0602  HISTORY     - 1952     GOOD             NGS
 GF0602  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GF0602
 GF0602                          STATION DESCRIPTION
 GF0602
 GF0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GF0602'AT PURDY.
 GF0602'AT PURDY, BARRY COUNTY, AT THE NORTHEAST CORNER OF THE
 GF0602'INTERSECTION OF COMMERCIAL STREET AND BARRY AVENUE, AT A BRICK
 GF0602'STORE BUILDING ONCE OWNED BY SWIGER AND HADDOCK, AT THE WEST
 GF0602'WINDOW IN THE FRONT OF THE STORE, AND ON THE FRONT EDGE OF THE
 GF0602'IRON WINDOWSILL.  AN OUTLINED SQUARE FLANKED BY THE LETTERS
 GF0602'USBM.  NOTE-- FOUR LINES WERE CUT IN THE IRON FORMING A SPACE
 GF0602'ABOUT AN INCH SQUARE.  THE SURFACE OF THIS SPACE IS THE BENCH
 GF0602'MARK.
 GF0602
 GF0602                          STATION RECOVERY (1989)
 GF0602
 GF0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0600 ***********************************************************************
 GF0600  DESIGNATION -  CXI
 GF0600  PID         -  GF0600
 GF0600  STATE/COUNTY-  MO/BARRY
 GF0600  USGS QUAD   -  EXETER (1974)
 GF0600
 GF0600                         *CURRENT SURVEY CONTROL
 GF0600  ___________________________________________________________________
 GF0600* NAD 83(1986)-  36 40 19.     (N)    093 56 25.     (W)     SCALED    
 GF0600* NAVD 88     -       475.269  (meters)    1559.28   (feet)  ADJUSTED  
 GF0600  ___________________________________________________________________
 GF0600  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GF0600  DYNAMIC HT  -         474.858 (meters)    1557.93  (feet)  COMP
 GF0600  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 GF0600
 GF0600  VERT ORDER  -  FIRST     CLASS II
 GF0600
 GF0600.The horizontal coordinates were scaled from a topographic map and have
 GF0600.an estimated accuracy of +/- 6 seconds.
 GF0600
 GF0600.The orthometric height was determined by differential leveling
 GF0600.and adjusted by the National Geodetic Survey in June 1991..
 GF0600
 GF0600.The geoid height was determined by GEOID03.
 GF0600
 GF0600.The dynamic height is computed by dividing the NAVD 88
 GF0600.geopotential number by the normal gravity value computed on the
 GF0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0600.degrees latitude (g = 980.6199 gals.).
 GF0600
 GF0600.The modeled gravity was interpolated from observed gravity values.
 GF0600
 GF0600;                    North         East    Units  Estimated Accuracy
 GF0600;SPC MO W     -    56,210.      900,030.      MT  (+/- 180 meters Scaled)
 GF0600
 GF0600                          SUPERSEDED SURVEY CONTROL
 GF0600
 GF0600  NGVD 29 (??/??/92)  475.107  (m)         1558.75   (f) ADJ UNCH    1 2
 GF0600
 GF0600.Superseded values are not recommended for survey control.
 GF0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0600.See file dsdata.txt to determine how the superseded data were derived.
 GF0600
 GF0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA159588(NAD 83)
 GF0600_MARKER: B = BOLT
 GF0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0600_SP_SET: WALL
 GF0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0600
 GF0600  HISTORY     - Date     Condition        Report By
 GF0600  HISTORY     - UNK      MONUMENTED       CGS
 GF0600  HISTORY     - 1952     GOOD             NGS
 GF0600  HISTORY     - 1965     GOOD             NGS
 GF0600
 GF0600                          STATION DESCRIPTION
 GF0600
 GF0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GF0600'AT EXETER.
 GF0600'AT EXETER, BARRY COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 GF0600'NEARLY OPPOSITE THE STATION, AT THE LUCKY BROTHERS BRICK BUILDING,
 GF0600'IN THE FRONT (WEST) WALL, IN THE TENTH COURSE OF BRICK ABOVE
 GF0600'THE IRON WINDOWSILL, AND IN THE SECOND BRICK FROM THE NORTHWEST
 GF0600'CORNER.  THE CENTER OF A CROSS IN THE END OF A COPPER BOLT
 GF0600'LEADED IN THE WALL.
 GF0600
 GF0600                          STATION RECOVERY (1965)
 GF0600
 GF0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GF0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0601 ***********************************************************************
 GF0601  DESIGNATION -  CXI RESET
 GF0601  PID         -  GF0601
 GF0601  STATE/COUNTY-  MO/BARRY
 GF0601  USGS QUAD   -  EXETER (1974)
 GF0601
 GF0601                         *CURRENT SURVEY CONTROL
 GF0601  ___________________________________________________________________
 GF0601* NAD 83(1986)-  36 40 19.     (N)    093 56 25.     (W)     SCALED    
 GF0601* NAVD 88     -       475.269  (meters)    1559.28   (feet)  ADJUSTED  
 GF0601  ___________________________________________________________________
 GF0601  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GF0601  DYNAMIC HT  -         474.858 (meters)    1557.93  (feet)  COMP
 GF0601  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 GF0601
 GF0601  VERT ORDER  -  FIRST     CLASS II
 GF0601
 GF0601.The horizontal coordinates were scaled from a topographic map and have
 GF0601.an estimated accuracy of +/- 6 seconds.
 GF0601
 GF0601.The orthometric height was determined by differential leveling
 GF0601.and adjusted by the National Geodetic Survey in June 1991..
 GF0601
 GF0601.The geoid height was determined by GEOID03.
 GF0601
 GF0601.The dynamic height is computed by dividing the NAVD 88
 GF0601.geopotential number by the normal gravity value computed on the
 GF0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0601.degrees latitude (g = 980.6199 gals.).
 GF0601
 GF0601.The modeled gravity was interpolated from observed gravity values.
 GF0601
 GF0601;                    North         East    Units  Estimated Accuracy
 GF0601;SPC MO W     -    56,210.      900,030.      MT  (+/- 180 meters Scaled)
 GF0601
 GF0601                          SUPERSEDED SURVEY CONTROL
 GF0601
 GF0601  NGVD 29 (10/05/93)  475.106  (m)         1558.74   (f) ADJUSTED    1 2
 GF0601
 GF0601.Superseded values are not recommended for survey control.
 GF0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0601.See file dsdata.txt to determine how the superseded data were derived.
 GF0601
 GF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA159588(NAD 83)
 GF0601_MARKER: DB = BENCH MARK DISK
 GF0601_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GF0601_SP_SET: FOUNDATION WALL
 GF0601_STAMPING: CXI RESET 1964
 GF0601_MARK LOGO: CGS   
 GF0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0601+STABILITY: SURFACE MOTION
 GF0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0601+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 GF0601
 GF0601  HISTORY     - Date     Condition        Report By
 GF0601  HISTORY     - 1964     MONUMENTED       SCS
 GF0601  HISTORY     - 19891115 GOOD             NGS
 GF0601  HISTORY     - 20020917 GOOD             GEOCAC
 GF0601
 GF0601                          STATION DESCRIPTION
 GF0601
 GF0601'DESCRIBED BY SOIL CONSERVATION SERVICE 1964
 GF0601'AT EXETER.
 GF0601'AT EXETER, BARRY COUNTY, MISSOURI, AT THE SOUTHEAST CORNER OF
 GF0601'THE INTERSECTION OF FRONT AND COMMERCIAL STREET, AT THE BRICK
 GF0601'BUILDING LOCATED ON LOT 16, BLOCK 6, OF THE ORIGINAL TOWN OF
 GF0601'EXETER, OWNED BY THE J.W. MC CLURE ESTATE, AT A POINT 36 FEET
 GF0601'EAST OF THE NORTHWEST CORNER OF THE BUILDING AND ABOVE THE
 GF0601'FIRST COURSE OF BRICK ABOVE THE FOUNDATION, AND AT THE SECOND
 GF0601'BRICK EAST OF THE EAST SIDE OF THE DOOR IN THE NORTH WALL OF
 GF0601'THE BUILDING.
 GF0601
 GF0601                          STATION RECOVERY (1989)
 GF0601
 GF0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0601'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN EXETER,
 GF0601'AT THE INTERSECTION OF STATE HIGHWAY 80 AND FRONT STREET, SET
 GF0601'VERTICALLY IN THE NORTH FACE OF AN ABANDONED BRICK BUILDING, 12.9 M
 GF0601'(42.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.9 M (35.8 FT)
 GF0601'EAST OF THE NORTH CORNER OF THE POST OFFICE, 0.6 M (2.0 FT) ABOVE THE
 GF0601'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF THE EAST EDGE OF A
 GF0601'DOOR.
 GF0601
 GF0601                          STATION RECOVERY (2002)
 GF0601
 GF0601'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0599 ***********************************************************************
 GF0599  DESIGNATION -  CXIII
 GF0599  PID         -  GF0599
 GF0599  STATE/COUNTY-  MO/BARRY
 GF0599  USGS QUAD   -  SELIGMAN (1974)
 GF0599
 GF0599                         *CURRENT SURVEY CONTROL
 GF0599  ___________________________________________________________________
 GF0599* NAD 83(1986)-  36 31 21.     (N)    093 56 23.     (W)     SCALED    
 GF0599* NAVD 88     -       469.700  (meters)    1541.01   (feet)  ADJUSTED  
 GF0599  ___________________________________________________________________
 GF0599  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GF0599  DYNAMIC HT  -         469.285 (meters)    1539.65  (feet)  COMP
 GF0599  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 GF0599
 GF0599  VERT ORDER  -  FIRST     CLASS II
 GF0599
 GF0599.The horizontal coordinates were scaled from a topographic map and have
 GF0599.an estimated accuracy of +/- 6 seconds.
 GF0599
 GF0599.The orthometric height was determined by differential leveling
 GF0599.and adjusted by the National Geodetic Survey in June 1991..
 GF0599
 GF0599.The geoid height was determined by GEOID03.
 GF0599
 GF0599.The dynamic height is computed by dividing the NAVD 88
 GF0599.geopotential number by the normal gravity value computed on the
 GF0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0599.degrees latitude (g = 980.6199 gals.).
 GF0599
 GF0599.The modeled gravity was interpolated from observed gravity values.
 GF0599
 GF0599;                    North         East    Units  Estimated Accuracy
 GF0599;SPC MO W     -    39,630.      900,180.      MT  (+/- 180 meters Scaled)
 GF0599
 GF0599                          SUPERSEDED SURVEY CONTROL
 GF0599
 GF0599  NGVD 29 (??/??/92)  469.535  (m)         1540.47   (f) ADJ UNCH    1 2
 GF0599
 GF0599.Superseded values are not recommended for survey control.
 GF0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0599.See file dsdata.txt to determine how the superseded data were derived.
 GF0599
 GF0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA158423(NAD 83)
 GF0599_MARKER: B = BOLT
 GF0599_SETTING: 0 = UNSPECIFIED SETTING
 GF0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0599+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 GF0599
 GF0599  HISTORY     - Date     Condition        Report By
 GF0599  HISTORY     - UNK      MONUMENTED       CGS
 GF0599  HISTORY     - 1952     GOOD             NGS
 GF0599  HISTORY     - 1961     GOOD             NGS
 GF0599  HISTORY     - 20021113 GOOD             GEOCAC
 GF0599
 GF0599                          STATION DESCRIPTION
 GF0599
 GF0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GF0599'AT SELIGMAN.
 GF0599'AT SELIGMAN, BARRY COUNTY, ON THE EAST SIDE OF THE ST. LOUIS-SAN
 GF0599'FRANCISCO RAILROAD TRACKS, ABOUT 350 FEET NORTH OF THE STATION,
 GF0599'AT THE NORTH END OF THE MAIN STREET, ON THE CORNER SOUTH OF
 GF0599'THE POST OFFICE, IN THE NORTHWEST CORNER OF A TWO-STORY BRICK
 GF0599'BUILDING OWNED AND OCCUPIED BY W.C. FAWVER, 9 INCHES SOUTH OF
 GF0599'THE NORTHWEST CORNER OF THE BUILDING, 2 FEET ABOVE THE SIDEWALK
 GF0599'AND 2 INCHES ABOVE A CONCRETE BENCH BUILT ALONG THE WEST SIDE
 GF0599'OF THE BUILDING.  THE CENTER OF A CROSS IN THE END OF A COPPER
 GF0599'BOLT LEADED IN THE BRICK.
 GF0599
 GF0599                          STATION RECOVERY (1961)
 GF0599
 GF0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GF0599'RECOVERED IN GOOD CONDITION.
 GF0599
 GF0599                          STATION RECOVERY (2002)
 GF0599
 GF0599'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1691 ***********************************************************************
 JC1691  DESIGNATION -  CYCLONE
 JC1691  PID         -  JC1691
 JC1691  STATE/COUNTY-  MO/WASHINGTON
 JC1691  USGS QUAD   -  CYCLONE HOLLOW (1981)
 JC1691
 JC1691                         *CURRENT SURVEY CONTROL
 JC1691  ___________________________________________________________________
 JC1691* NAD 83(1997)-  38 09 48.52445(N)    090 55 29.51841(W)     ADJUSTED  
 JC1691* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 JC1691  ___________________________________________________________________
 JC1691  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 JC1691  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JC1691
 JC1691  HORZ ORDER  -  THIRD
 JC1691
 JC1691.The horizontal coordinates were established by classical geodetic methods
 JC1691.and adjusted by the National Geodetic Survey in February 2000..
 JC1691
 JC1691.The orthometric height was scaled from a topographic map.
 JC1691
 JC1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1691
 JC1691.The geoid height was determined by GEOID03.
 JC1691
 JC1691;                    North         East     Units Scale Factor Converg.
 JC1691;SPC MO E     -   258,662.164   212,768.347   MT  0.99995040   -0 15 45.1
 JC1691;UTM  15      - 4,225,988.340   681,795.500   MT  1.00000705   +1 16 57.3
 JC1691
 JC1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1691!SPC MO E     -   0.99995733  x   0.99995040  =   0.99990774
 JC1691!UTM  15      -   0.99995733  x   1.00000705  =   0.99996438
 JC1691
 JC1691|---------------------------------------------------------------------|
 JC1691| PID    Reference Object                     Distance      Geod. Az  |
 JC1691|                                                           dddmmss.s |
 JC1691| CI4205 CYCLONE RM 1                         19.288 METERS 05455     |
 JC1691| CI4207 CYCLONE 2 AZ MK                                    1181908.9 |
 JC1691| CI4204 CYCLONE AZ MK                                      1185104.6 |
 JC1691| CI4206 CYCLONE RM 2                         17.698 METERS 12218     |
 JC1691| JC1690 CYCLONE 2                             9.968 METERS 30350     |
 JC1691|---------------------------------------------------------------------|
 JC1691
 JC1691                          SUPERSEDED SURVEY CONTROL
 JC1691
 JC1691  NAD 83(1997)-  38 09 48.53004(N)    090 55 29.51903(W) AD(       ) 3
 JC1691  NAD 83(1986)-  38 09 48.53956(N)    090 55 29.51438(W) AD(       ) 3
 JC1691  NAD 27      -  38 09 48.36000(N)    090 55 29.02200(W) AD(       ) 3
 JC1691
 JC1691.Superseded values are not recommended for survey control.
 JC1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1691.See file dsdata.txt to determine how the superseded data were derived.
 JC1691
 JC1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8179525988(NAD 83)
 JC1691_MARKER: DS = TRIANGULATION STATION DISK
 JC1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1691
 JC1691  HISTORY     - Date     Condition        Report By
 JC1691  HISTORY     - 1956     MONUMENTED       CGS
 JC1691  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JC1691
 JC1691                          STATION DESCRIPTION
 JC1691
 JC1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1691'THE STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF A GRAVEL
 JC1691'ROAD IN HEAVILY WOODED COUNTRY.  IT IS ABOUT 5 MILES AIRLINE
 JC1691'WEST OF RICHWOODS, ABOUT 13 MILES AIRLINE SOUTH-SOUTHEAST OF
 JC1691'ST. CLAIR AND ABOUT 12 MILES AIRLINE SOUTHWEST OF GRUBVILLE.
 JC1691'
 JC1691'TO REACH FROM THE U.S. POST OFFICE IN RICHWOODS, GO WEST
 JC1691'ON COUNTY ROAD H FOR 3.8 MILES TO A T-ROAD RIGHT.  TURN
 JC1691'RIGHT AND GO NORTHWESTERLY ON GRAVEL ROAD FOR 2.1 MILES TO A
 JC1691'TRIANGULAR BLAZED PINE AND THE AZIMUTH MARK ON THE RIGHT.
 JC1691'CONTINUE NORTHWEST FOR 0.25 MILE TO A DIM CROSS ROAD AND
 JC1691'THE STATION ON THE LEFT.
 JC1691'
 JC1691'THE STATION MARK IS A STANDARD DISK STAMPED CYCLONE 1956,
 JC1691'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JC1691'PROJECTS 4 INCHES.  IT IS 27 FEET SOUTHWEST OF THE CENTER
 JC1691'LINE OF THE GRAVEL ROAD, 6 FEET SOUTHWEST OF A WHITE WITNESS
 JC1691'POST, 15 FEET NORTHWEST OF THE CENTER LINE OF A DIM TRACK
 JC1691'ROAD AND 50 FEET WEST OF A TRIANGULAR BLAZED 2-FOOT OAK.
 JC1691'
 JC1691'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CYCLONE
 JC1691'NO. 1 1956, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 JC1691'THAT PROJECTS 3 INCHES.  IT IS 36 FEET NORTHEAST OF THE
 JC1691'CENTER LINE OF THE GRAVEL ROAD, 18 FEET NORTHEAST OF THE
 JC1691'TRIANGULAR BLAZED OAK AND ABOUT 3 FEET LOWER THAN THE STATION.
 JC1691'
 JC1691'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CYCLONE
 JC1691'NO. 2 1956, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 JC1691'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 22 FEET SOUTHWEST
 JC1691'OF THE CENTER LINE OF THE GRAVEL ROAD, 48 FEET SOUTH OF THE
 JC1691'TRIANGULAR BLAZED OAK AND ABOUT 1 FOOT LOWER THAN THE STATION.
 JC1691'
 JC1691'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CYCLONE 1956, SET
 JC1691'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 JC1691'4 INCHES.  IT IS 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 JC1691'GRAVEL ROAD AND 4 FEET WEST OF A TRIANGULAR BLAZED PINE TREE.
 JC1691
 JC1691                          STATION RECOVERY (1962)
 JC1691
 JC1691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JC1691'THE STATION AND ALL MARKS WERE RECOVERED AT THIS TIME.  THE
 JC1691'SURFACE STATION MARK WAS DESTROYED AT THIS TIME BECAUSE IT
 JC1691'WAS TOO CLOSE TO A GRADED BANK.  THE UNDERGROUND STATION
 JC1691'MARK WAS LEFT SINCE IT IS IN NO DANGER OF BEING DESTROYED IN
 JC1691'THE NEAR FUTURE.  THE AZIMUTH MARK WAS DESTROYED SINCE IT
 JC1691'WAS FOUND TO BE IN THE CENTER OF A PROPOSED DITCH LINE AND
 JC1691'A NEW AZIMUTH MARK WAS ESTABLISHED.  REFERENCE MARK 1 WAS TOO
 JC1691'NEAR A GRADED BANK AND WAS DESTROYED AT THIS TIME AND A
 JC1691'REFERENCE MARK 3 WAS ESTABLISHED.
 JC1691'
 JC1691'A TRIANGULATION STATION CYCLONE 2 1962 WAS ESTABLISHED NORTH OF
 JC1691'THIS STATION.  FOR FUTURE REFERENCE REFER TO THE DESCRIPTION
 JC1691'OF TRIANGULATION STATION CYCLONE 2 1962.
 JC1691'
 JC1691'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1690 ***********************************************************************
 JC1690  DESIGNATION -  CYCLONE 2
 JC1690  PID         -  JC1690
 JC1690  STATE/COUNTY-  MO/WASHINGTON
 JC1690  USGS QUAD   -  CYCLONE HOLLOW (1981)
 JC1690
 JC1690                         *CURRENT SURVEY CONTROL
 JC1690  ___________________________________________________________________
 JC1690* NAD 83(1997)-  38 09 48.70442(N)    090 55 29.85857(W)     ADJUSTED  
 JC1690* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 JC1690  ___________________________________________________________________
 JC1690  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 JC1690  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JC1690
 JC1690  HORZ ORDER  -  THIRD
 JC1690
 JC1690.The horizontal coordinates were established by classical geodetic methods
 JC1690.and adjusted by the National Geodetic Survey in February 2000..
 JC1690.No horizontal observational check was made to the station.
 JC1690
 JC1690.The orthometric height was scaled from a topographic map.
 JC1690
 JC1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1690
 JC1690.The geoid height was determined by GEOID03.
 JC1690
 JC1690;                    North         East     Units Scale Factor Converg.
 JC1690;SPC MO E     -   258,667.751   212,760.093   MT  0.99995041   -0 15 45.3
 JC1690;UTM  15      - 4,225,993.702   681,787.097   MT  1.00000701   +1 16 57.1
 JC1690
 JC1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1690!SPC MO E     -   0.99995733  x   0.99995041  =   0.99990775
 JC1690!UTM  15      -   0.99995733  x   1.00000701  =   0.99996434
 JC1690
 JC1690|---------------------------------------------------------------------|
 JC1690| PID    Reference Object                     Distance      Geod. Az  |
 JC1690|                                                           dddmmss.s |
 JC1690| CI4208 CYCLONE 2 RM 3                       22.266 METERS 05020     |
 JC1690| CI4207 CYCLONE 2 AZ MK                                    1182820.7 |
 JC1690| CI4206 CYCLONE RM 2                         27.652 METERS 12250     |
 JC1690| JC1691 CYCLONE                               9.968 METERS 12350     |
 JC1690|---------------------------------------------------------------------|
 JC1690
 JC1690                          SUPERSEDED SURVEY CONTROL
 JC1690
 JC1690  NAD 83(1997)-  38 09 48.71001(N)    090 55 29.85918(W) AD(       ) 3
 JC1690  NAD 83(1986)-  38 09 48.71953(N)    090 55 29.85453(W) AD(       ) 3
 JC1690  NAD 27      -  38 09 48.54000(N)    090 55 29.36200(W) AD(       ) 3
 JC1690
 JC1690.Superseded values are not recommended for survey control.
 JC1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1690.See file dsdata.txt to determine how the superseded data were derived.
 JC1690
 JC1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8178725994(NAD 83)
 JC1690_MARKER: DS = TRIANGULATION STATION DISK
 JC1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1690
 JC1690  HISTORY     - Date     Condition        Report By
 JC1690  HISTORY     - 1962     MONUMENTED       CGS
 JC1690  HISTORY     - 1977     GOOD             LOCSUR
 JC1690  HISTORY     - 1977     GOOD             NGS
 JC1690
 JC1690                          STATION DESCRIPTION
 JC1690
 JC1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JC1690'STATION IS ABOUT 5 MILES WEST OF RICHWOOD, 13 MILES SOUTH
 JC1690'SOUTHEAST OF ST. CLAIR AND ON ROAD RIGHT-OF-WAY.  IT IS 60
 JC1690'FEET WEST OF THE INTERSECTION OF A GRAVELED ROAD AND A WOODS
 JC1690'ROAD SOUTHWEST, 34 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JC1690'GRAVELED ROAD, 9 FEET SOUTHEAST OF A 6 INCH PINE TREE AND 9
 JC1690'FEET SOUTHWEST OF THE EDGE OF A ROAD BANK.  THE MONUMENT
 JC1690'PROJECTS 2 INCHES AND THE DISK IS STAMPED CYCLONE 2 1962.
 JC1690'
 JC1690'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RICHWOODS, GO
 JC1690'WEST ON COUNTY ROAD H FOR 3.8 MILES TO THE JUNCTION OF COUNTY
 JC1690'ROADS H AND T.  TURN RIGHT AND GO NORTHERLY ON ROAD H FOR
 JC1690'2.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWEST
 JC1690'ON ROAD H FOR 0.25 MILE TO A WOODS ROAD AND STATION ON THE
 JC1690'LEFT.
 JC1690'
 JC1690'REFERENCE MARK 2 IS 53 FEET SOUTH OF THE INTERSECTION, 33
 JC1690'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 13 FEET NORTH
 JC1690'OF A 14 INCH OAK TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 JC1690'DISK IS STAMPED CYCLONE NO 2 1956.
 JC1690'
 JC1690'REFERENCE MARK 3 IS 41 FEET NORTH OF THE INTERSECTION, 28
 JC1690'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND 13 FEET
 JC1690'SOUTHEAST OF A 10 INCH PINE TREE.  THE MONUMENT PROJECTS
 JC1690'5 INCHES AND THE DISK IS STAMPED CYCLONE 2 NO 3 1962.
 JC1690'
 JC1690'THE AZIMUTH MARK IS 40 FEET WEST OF AN 18 INCH OAK TREE AND
 JC1690'32 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 JC1690'PROJECTS 8 INCHES AND THE DISK IS STAMPED CYCLONE 2 1962.
 JC1690'
 JC1690'THE UNDERGROUND STATION MARK CYCLONE 1956 IS 27 FEET SOUTHWEST
 JC1690'OF THE CENTERLINE OF THE ROAD AND 16 FEET NORTHWEST OF THE
 JC1690'CENTERLINE OF THE WOODS ROAD.  THE MONUMENT IS ABOUT 36 INCHES
 JC1690'UNDERGROUND AND IS STAMPED CYCLONE 1956.
 JC1690'
 JC1690'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JC1690
 JC1690                          STATION RECOVERY (1977)
 JC1690
 JC1690'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (FAR)
 JC1690'CYCLONE 2 NO 3 RECOVERED GOOD UNDISTURBED.
 JC1690'
 JC1690'RM NO. 2 DESTROYED.
 JC1690'
 JC1690'CYCLONE 2 DESTROYED.
 JC1690'
 JC1690'AZ MARK.
 JC1690'
 JC1690'RM 2 AND CYCLONE 2 (NO CAPS) ARE LYING ALONG GRAVEL ROAD AS LARGE
 JC1690'CONCRETE BOULDERS.
 JC1690'
 JC1690'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI WEST RICHWOODS 13
 JC1690'MI SOUTH ST CLAIR MO.
 JC1690
 JC1690                          STATION RECOVERY (1977)
 JC1690
 JC1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JC1690'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 AND THE AZIMUTH
 JC1690'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION AND AS DESCRIBED IN
 JC1690'1962.  THE 1962 DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE MARKS
 JC1690'WITH THE ADDITIONAL INFORMATION.
 JC1690'
 JC1690'A METAL WITNESS POST WAS SET 1.2 FEET SOUTHEAST OF THE STATION
 JC1690'MARK.
 JC1690'
 JC1690'A METAL WITNESS POST WAS SET 0.8 FOOT SOUTHEAST OF REFERENCE MARK
 JC1690'2.
 JC1690'
 JC1690'A METAL WITNESS POST WAS SET 1.0 FEET FROM THE AZIMUTH MARK.
 JC1690'
 JC1690'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.0 MILES
 JC1690'WEST OF RICHWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1089 ***********************************************************************
 GE1089  DESIGNATION -  CYPRESS
 GE1089  PID         -  GE1089
 GE1089  STATE/COUNTY-  MO/RIPLEY
 GE1089  USGS QUAD   -  FLATWOODS (1979)
 GE1089
 GE1089                         *CURRENT SURVEY CONTROL
 GE1089  ___________________________________________________________________
 GE1089* NAD 83(1997)-  36 39 57.12431(N)    090 42 25.97338(W)     ADJUSTED  
 GE1089* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 GE1089  ___________________________________________________________________
 GE1089  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 GE1089  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GE1089
 GE1089  HORZ ORDER  -  THIRD
 GE1089
 GE1089.The horizontal coordinates were established by classical geodetic methods
 GE1089.and adjusted by the National Geodetic Survey in February 2000..
 GE1089
 GE1089.The orthometric height was scaled from a topographic map.
 GE1089
 GE1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1089
 GE1089.The geoid height was determined by GEOID03.
 GE1089
 GE1089;                    North         East     Units Scale Factor Converg.
 GE1089;SPC MO E     -    92,394.906   231,476.292   MT  0.99993756   -0 07 25.5
 GE1089;UTM  15      - 4,060,256.029   704,908.007   MT  1.00011731   +1 22 10.6
 GE1089
 GE1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1089!SPC MO E     -   0.99997822  x   0.99993756  =   0.99991579
 GE1089!UTM  15      -   0.99997822  x   1.00011731  =   1.00009553
 GE1089
 GE1089:                Primary Azimuth Mark                     Grid Az
 GE1089:SPC MO E     -  CYPRESS AZ MK                            087 54 00.7
 GE1089:UTM  15      -  CYPRESS AZ MK                            086 24 24.6
 GE1089
 GE1089|---------------------------------------------------------------------|
 GE1089| PID    Reference Object                     Distance      Geod. Az  |
 GE1089|                                                           dddmmss.s |
 GE1089| CI4209 CYPRESS AZ MK                                      0874635.2 |
 GE1089| CI4210 CYPRESS RM 1                         29.612 METERS 20855     |
 GE1089| CI4211 CYPRESS RM 2                         24.260 METERS 29757     |
 GE1089|---------------------------------------------------------------------|
 GE1089
 GE1089                          SUPERSEDED SURVEY CONTROL
 GE1089
 GE1089  NAD 83(1997)-  36 39 57.12720(N)    090 42 25.97387(W) AD(       ) 3
 GE1089  NAD 83(1997)-  36 39 57.12828(N)    090 42 25.97443(W) AD(       ) 3
 GE1089  NAD 83(1986)-  36 39 57.13257(N)    090 42 25.97369(W) AD(       ) 3
 GE1089  NAD 27      -  36 39 56.92860(N)    090 42 25.54890(W) AD(       ) 3
 GE1089
 GE1089.Superseded values are not recommended for survey control.
 GE1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1089.See file dsdata.txt to determine how the superseded data were derived.
 GE1089
 GE1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0490860256(NAD 83)
 GE1089_MARKER: DS = TRIANGULATION STATION DISK
 GE1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1089
 GE1089  HISTORY     - Date     Condition        Report By
 GE1089  HISTORY     - 1957     MONUMENTED       CGS
 GE1089
 GE1089                          STATION DESCRIPTION
 GE1089
 GE1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1089'STATION IS ALONG U.S. HIGHWAY 160, ON TOP OF A SMALL, BALD HILL,
 GE1089'ABOUT 7-1/4 MILES NORTHEAST OF DONIPHAN, IN THE NORTHEAST
 GE1089'QUARTER OF SECTION 11, T 23 N, R 3 E, ON PROPERTY OWNED BY
 GE1089'MR. AND MRS. ZITMAK.
 GE1089'
 GE1089'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 160 AND STATE ROUTES
 GE1089'21 AND 142, AT THE NORTHEAST EDGE OF DONIPHAN, BY GOING
 GE1089'NORTHEAST ON U.S. HIGHWAY 160 AND STATE ROUTE 21 FOR 2.25 MILES
 GE1089'TO POINT WHERE ROUTE 21 TURNS LEFT, LEAVING U.S. HIGHWAY 160.
 GE1089'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 160 FOR 5.65 MILES TO
 GE1089'THE TOP OF A SMALL, BALD, HILL, AND THE STATION ON THE RIGHT.
 GE1089'CONTINUE ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 GE1089'LEFT.
 GE1089'
 GE1089'STATION MARKS ARE STANDARD DISKS, STAMPED CYPRESS 1957.  THE
 GE1089'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE
 GE1089'MONUMENT, WHICH IS FLUSH WITH THE GROUND.  IT IS 60 FEET EAST OF
 GE1089'A DRIVE ROAD, 65 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 GE1089'160, 35 FEET SOUTH OF A RIGHT-OF-WAY FENCE, AND 181 FEET NORTH OF
 GE1089'THE NORTHEAST CORNER OF A FRAME HOUSE, AND 10 FEET NORTH OF AN
 GE1089'OLD HOUSE BASEMENT.  THE UNDERGROUND MARK IS SET IN AN
 GE1089'IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE SURFACE OF THE
 GE1089'GROUND.
 GE1089'
 GE1089'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CYPRESS NO 1 1957,
 GE1089'SET IN A 10 INCH, SQUARE, CONCRETE MONUMENT, WHICH PROJECTS 3
 GE1089'INCHES.  IT IS 84 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GE1089'FRAME HOUSE, 10 FEET EAST OF A DRIVE ROAD, AND 25 FEET SOUTHWEST
 GE1089'OF AN OLD HOUSE BASEMENT.
 GE1089'
 GE1089'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CYPRESS NO 2 1957,
 GE1089'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE MONUMENT, WHICH
 GE1089'PROJECTS 6 INCHES.  IT IS 30 FEET SOUTH OF U.S. HIGHWAY 160,
 GE1089'50 FEET EAST OF A TELEPHONE POLE, AND 10 FEET WEST OF A DRIVE
 GE1089'ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT WEST OF
 GE1089'THE MARK.
 GE1089'
 GE1089'AZIMUTH MARK IS A STANDARD DISK, STAMPED CYPRESS 1957, SET IN THE
 GE1089'TOP OF A 10 INCH, SQUARE, CONCRETE MONUMENT, WHICH PROJECTS
 GE1089'2 INCHES.  IT IS 31 FEET NORTH OF THE CENTERLINE OF U.S.
 GE1089'HIGHWAY 160, 2 FEET SOUTH OF A RIGHT-OF-WAY FENCE, AND 64 FEET
 GE1089'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE.  A 4 IN X 4
 GE1089'IN WHITE WITNESS POST WAS PLACED 2 FEET EAST OF THE MARK.
 GE1089'
 GE1089'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0740 ***********************************************************************
 HC0740  DESIGNATION -  CZAR
 HC0740  PID         -  HC0740
 HC0740  STATE/COUNTY-  MO/CRAWFORD
 HC0740  USGS QUAD   -  COURTOIS (1985)
 HC0740
 HC0740                         *CURRENT SURVEY CONTROL
 HC0740  ___________________________________________________________________
 HC0740* NAD 83(1997)-  37 46 15.41647(N)    091 06 11.95744(W)     ADJUSTED  
 HC0740* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 HC0740  ___________________________________________________________________
 HC0740  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 HC0740  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HC0740
 HC0740  HORZ ORDER  -  SECOND
 HC0740
 HC0740.The horizontal coordinates were established by classical geodetic methods
 HC0740.and adjusted by the National Geodetic Survey in February 2000..
 HC0740
 HC0740.The orthometric height was scaled from a topographic map.
 HC0740
 HC0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0740
 HC0740.The geoid height was determined by GEOID03.
 HC0740
 HC0740;                    North         East     Units Scale Factor Converg.
 HC0740;SPC MO E     -   215,181.978   196,847.688   MT  0.99996812   -0 22 10.4
 HC0740;UTM  15      - 4,182,095.711   667,047.602   MT  0.99994371   +1 09 43.2
 HC0740
 HC0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0740!SPC MO E     -   0.99994254  x   0.99996812  =   0.99991066
 HC0740!UTM  15      -   0.99994254  x   0.99994371  =   0.99988625
 HC0740
 HC0740|---------------------------------------------------------------------|
 HC0740| PID    Reference Object                     Distance      Geod. Az  |
 HC0740|                                                           dddmmss.s |
 HC0740| HC0739 CZAR LOOKOUT TOWER                   99.174 METERS 02320     |
 HC0740| CM3905 CZAR RM 2                            27.213 METERS 03201     |
 HC0740| CM3904 CZAR RM 1                            21.382 METERS 12637     |
 HC0740| CM3903 CZAR AZ MK                                         2275112.9 |
 HC0740|---------------------------------------------------------------------|
 HC0740
 HC0740                          SUPERSEDED SURVEY CONTROL
 HC0740
 HC0740  NAD 83(1986)-  37 46 15.43488(N)    091 06 11.95740(W) AD(       ) 2
 HC0740  NAD 27      -  37 46 15.26600(N)    091 06 11.48400(W) AD(       ) 2
 HC0740
 HC0740.Superseded values are not recommended for survey control.
 HC0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0740.See file dsdata.txt to determine how the superseded data were derived.
 HC0740
 HC0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB6704882096(NAD 83)
 HC0740_MARKER: DS = TRIANGULATION STATION DISK
 HC0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0740+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 HC0740
 HC0740  HISTORY     - Date     Condition        Report By
 HC0740  HISTORY     - 1956     MONUMENTED       CGS
 HC0740  HISTORY     - 20030625 GOOD             MODNR
 HC0740
 HC0740                          STATION DESCRIPTION
 HC0740
 HC0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0740'STATION IS LOCATED, AIRLINE, ABOUT 6-1/2 MILES WEST SOUTHWEST
 HC0740'OF DELBRIDGE, 4 MILES NORTH NORTHEAST OF VIBURMUN, 0.15 MILE
 HC0740'WEST OF THE CRAWFORD-WASHINGTON COUNTY LINE AND ON GOVERNMENT
 HC0740'OWNED LAND SOUTHWEST OF THE CZAR LOOKOUT TOWER.
 HC0740'
 HC0740'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF STATE
 HC0740'HIGHWAYS 21 AND 8 IN POTOSI, GO WESTERLY ON STATE HIGHWAY
 HC0740'8 FOR 11.7 MILES TO COUNTY ROUTE Y ON THE LEFT, TURN LEFT ON
 HC0740'COUNTY ROUTE Y AS PER SIGN CZAR TOWER 13 AND GO 13.1 MILES
 HC0740'TO A T INTERSECTION AND SIGN VIBURNUM 5, TURN RIGHT AND GO WEST
 HC0740'AND SOUTHWEST FOR 0.4 MILE TO THE CZAR LOOKOUT TOWER ON THE
 HC0740'RIGHT AND THE STATION ON THE LEFT.
 HC0740'
 HC0740'STATION MARK, STAMPED CZAR 1956, IS A STANDARD DISK SET
 HC0740'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 HC0740'INCHES.  IT IS 62.5 FEET SOUTH OF THE CENTERLINE OF THE
 HC0740'ROAD IN A PASTURE PLANTED WITH SMALL PINE TREES.
 HC0740'
 HC0740'REFERENCE MARK NUMBER 1, STAMPED CZAR NO 1 1956, IS A STANDARD
 HC0740'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, PROJECTING
 HC0740'4 INCHES AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 HC0740'IT IS IN THE EAST EDGE OF THE PASTURE.
 HC0740'
 HC0740'REFERENCE MARK NUMBER 2, STAMPED CZAR NO 2 1956, IS A STANDARD
 HC0740'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, PROJECTING
 HC0740'2 INCHES AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 HC0740'IT IS 14.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 HC0740'2.0 FEET EAST OF A WITNESS POST.
 HC0740'
 HC0740'AZIMUTH MARK, STAMPED CZAR 1956, IS A STANDARD DISK SET
 HC0740'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HC0740'WITH THE GROUND.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 HC0740'GO SOUTHWEST FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HC0740'IT IS 16.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 HC0740'
 HC0740'CZAR LOOKOUT TOWER IS A SHEET METAL CABIN 10 FEET SQUARE
 HC0740'WITH THE ROOF RISING TO A PEAK IN THE CENTER AND MOUNTED
 HC0740'ON A STRUCTURAL STEEL QUADRIPOD.  THE TOWER IS ABOUT 113
 HC0740'FEET IN HEIGHT.
 HC0740'
 HC0740'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
 HC0740
 HC0740                          STATION RECOVERY (2003)
 HC0740
 HC0740'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (SEW)
 HC0740'GPS VISIBILITY - DENSE COVER WITH MATURE PINE TREES AND SMALL
 HC0740'UNDERGROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0739 ***********************************************************************
 HC0739  DESIGNATION -  CZAR LOOKOUT TOWER
 HC0739  PID         -  HC0739
 HC0739  STATE/COUNTY-  MO/CRAWFORD
 HC0739  USGS QUAD   -  COURTOIS (1985)
 HC0739
 HC0739                         *CURRENT SURVEY CONTROL
 HC0739  ___________________________________________________________________
 HC0739* NAD 83(1997)-  37 46 18.37013(N)    091 06 10.35260(W)     ADJUSTED  
 HC0739* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 HC0739  ___________________________________________________________________
 HC0739  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 HC0739  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HC0739
 HC0739  HORZ ORDER  -  THIRD
 HC0739
 HC0739.The horizontal coordinates were established by classical geodetic methods
 HC0739.and adjusted by the National Geodetic Survey in February 2000..
 HC0739
 HC0739.The orthometric height was scaled from a topographic map.
 HC0739
 HC0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0739
 HC0739.The geoid height was determined by GEOID03.
 HC0739
 HC0739;                    North         East     Units Scale Factor Converg.
 HC0739;SPC MO E     -   215,272.785   196,887.549   MT  0.99996807   -0 22 09.4
 HC0739;UTM  15      - 4,182,187.548   667,085.021   MT  0.99994386   +1 09 44.2
 HC0739
 HC0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0739!SPC MO E     -   0.99994254  x   0.99996807  =   0.99991061
 HC0739!UTM  15      -   0.99994254  x   0.99994386  =   0.99988640
 HC0739
 HC0739                          SUPERSEDED SURVEY CONTROL
 HC0739
 HC0739  NAD 83(1986)-  37 46 18.38852(N)    091 06 10.35255(W) AD(       ) 4
 HC0739  NAD 27      -  37 46 18.22000(N)    091 06 09.88000(W) AD(       ) 3
 HC0739
 HC0739.Superseded values are not recommended for survey control.
 HC0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0739.See file dsdata.txt to determine how the superseded data were derived.
 HC0739
 HC0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB6708582188(NAD 83)
 HC0739_MARKER: 57 = LOOKOUT TOWER
 HC0739
 HC0739  HISTORY     - Date     Condition        Report By
 HC0739  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC0739
 HC0739                          STATION DESCRIPTION
 HC0739
 HC0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0739'THE STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE WEST SOUTHWEST
 HC0739'OF DELBRIDGE, 4 MILES AIRLINE NORTH NORTHEAST OF VIBURNUM
 HC0739'AND ABOUT 0.2 MILE WEST OF THE CRAWFORD-WASHINGTON COUNTY
 HC0739'LINE.
 HC0739'
 HC0739'THE LOOKOUT TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH A
 HC0739'10 FOOT SQUARE STEEL AND GLASS HOUSE ON TOP.  IT IS ABOUT
 HC0739'113 FEET HIGH AND IS 325.37 FEET, 99.173 METERS NORTH NORTHEAST
 HC0739'OF TRIANGULATION STATION CZAR.  THE CENTER OF THE TOWER
 HC0739'WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0193 ***********************************************************************
 LE0193  DESIGNATION -  D 10
 LE0193  PID         -  LE0193
 LE0193  STATE/COUNTY-  MO/PUTNAM
 LE0193  USGS QUAD   -  MENDOTA (1979)
 LE0193
 LE0193                         *CURRENT SURVEY CONTROL
 LE0193  ___________________________________________________________________
 LE0193* NAD 83(1986)-  40 30 12.     (N)    092 58 15.     (W)     SCALED    
 LE0193* NAVD 88     -       276.814  (meters)     908.18   (feet)  ADJUSTED  
 LE0193  ___________________________________________________________________
 LE0193  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LE0193  DYNAMIC HT  -         276.672 (meters)     907.71  (feet)  COMP
 LE0193  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 LE0193
 LE0193  VERT ORDER  -  FIRST     CLASS II
 LE0193
 LE0193.The horizontal coordinates were scaled from a topographic map and have
 LE0193.an estimated accuracy of +/- 6 seconds.
 LE0193
 LE0193.The orthometric height was determined by differential leveling
 LE0193.and adjusted by the National Geodetic Survey in June 1991..
 LE0193
 LE0193.The geoid height was determined by GEOID03.
 LE0193
 LE0193.The dynamic height is computed by dividing the NAVD 88
 LE0193.geopotential number by the normal gravity value computed on the
 LE0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0193.degrees latitude (g = 980.6199 gals.).
 LE0193
 LE0193.The modeled gravity was interpolated from observed gravity values.
 LE0193
 LE0193;                    North         East    Units  Estimated Accuracy
 LE0193;SPC MO C     -   518,440.      460,090.      MT  (+/- 180 meters Scaled)
 LE0193
 LE0193                          SUPERSEDED SURVEY CONTROL
 LE0193
 LE0193  NGVD 29 (??/??/92)  276.794  (m)          908.12   (f) ADJ UNCH    1 2
 LE0193
 LE0193.Superseded values are not recommended for survey control.
 LE0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0193.See file dsdata.txt to determine how the superseded data were derived.
 LE0193
 LE0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE024836(NAD 83)
 LE0193_MARKER: DB = BENCH MARK DISK
 LE0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0193_STAMPING: 907.948 D 10 1930
 LE0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0193+STABILITY: SURFACE MOTION
 LE0193
 LE0193  HISTORY     - Date     Condition        Report By
 LE0193  HISTORY     - 1930     MONUMENTED       CGS
 LE0193  HISTORY     - 1934     GOOD             NGS
 LE0193
 LE0193                          STATION DESCRIPTION
 LE0193
 LE0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0193'3 MI NE FROM UNIONVILLE.
 LE0193'3 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0193'FROM UNIONVILLE, PUTNAM COUNTY, 60.7 FEET NORTHEAST OF A ROAD
 LE0193'CROSSING, AND 44 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED
 LE0193'907.948 D 10 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0622 ***********************************************************************
 JD0622  DESIGNATION -  D 10 B 1
 JD0622  PID         -  JD0622
 JD0622  STATE/COUNTY-  MO/MORGAN
 JD0622  USGS QUAD   -  FLORENCE (1985)
 JD0622
 JD0622                         *CURRENT SURVEY CONTROL
 JD0622  ___________________________________________________________________
 JD0622* NAD 83(1986)-  38 33 50.     (N)    092 59 02.     (W)     SCALED    
 JD0622* NAVD 88     -       293.551  (meters)     963.09   (feet)  ADJUSTED  
 JD0622  ___________________________________________________________________
 JD0622  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0622  DYNAMIC HT  -         293.345 (meters)     962.42  (feet)  COMP
 JD0622  MODELED GRAV-     979,919.7   (mgal)                       NAVD 88
 JD0622
 JD0622  VERT ORDER  -  SECOND    CLASS 0
 JD0622
 JD0622.The horizontal coordinates were scaled from a topographic map and have
 JD0622.an estimated accuracy of +/- 6 seconds.
 JD0622
 JD0622.The orthometric height was determined by differential leveling
 JD0622.and adjusted by the National Geodetic Survey in June 1991..
 JD0622
 JD0622.The geoid height was determined by GEOID03.
 JD0622
 JD0622.The dynamic height is computed by dividing the NAVD 88
 JD0622.geopotential number by the normal gravity value computed on the
 JD0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0622.degrees latitude (g = 980.6199 gals.).
 JD0622
 JD0622.The modeled gravity was interpolated from observed gravity values.
 JD0622
 JD0622;                    North         East    Units  Estimated Accuracy
 JD0622;SPC MO C     -   303,130.      457,830.      MT  (+/- 180 meters Scaled)
 JD0622
 JD0622                          SUPERSEDED SURVEY CONTROL
 JD0622
 JD0622  NGVD 29 (??/??/92)  293.44   (m)          962.7    (f) COMPUTED    2 0
 JD0622
 JD0622.Superseded values are not recommended for survey control.
 JD0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0622.See file dsdata.txt to determine how the superseded data were derived.
 JD0622
 JD0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC014683(NAD 83)
 JD0622_MARKER: DZ = AZIMUTH MARK DISK
 JD0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0622_STAMPING: D10 B1
 JD0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0622+STABILITY: SURFACE MOTION
 JD0622
 JD0622  HISTORY     - Date     Condition        Report By
 JD0622  HISTORY     - UNK      MONUMENTED       DOD
 JD0622  HISTORY     - 1963     GOOD             NGS
 JD0622
 JD0622                          STATION DESCRIPTION
 JD0622
 JD0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0622'1.9 MI S FROM FLORENCE.
 JD0622'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0622'CHURCH AT FLORENCE, IN SECTION 23, T 44 N, R 19 W, 27 FEET
 JD0622'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST
 JD0622'OF A FENCE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JD0622'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD0622'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0621 ***********************************************************************
 JD0621  DESIGNATION -  D 10 B 2
 JD0621  PID         -  JD0621
 JD0621  STATE/COUNTY-  MO/MORGAN
 JD0621  USGS QUAD   -  FLORENCE (1985)
 JD0621
 JD0621                         *CURRENT SURVEY CONTROL
 JD0621  ___________________________________________________________________
 JD0621* NAD 83(1986)-  38 33 58.     (N)    092 58 51.     (W)     SCALED    
 JD0621* NAVD 88     -       294.854  (meters)     967.37   (feet)  ADJUSTED  
 JD0621  ___________________________________________________________________
 JD0621  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0621  DYNAMIC HT  -         294.647 (meters)     966.69  (feet)  COMP
 JD0621  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 JD0621
 JD0621  VERT ORDER  -  SECOND    CLASS 0
 JD0621
 JD0621.The horizontal coordinates were scaled from a topographic map and have
 JD0621.an estimated accuracy of +/- 6 seconds.
 JD0621
 JD0621.The orthometric height was determined by differential leveling
 JD0621.and adjusted by the National Geodetic Survey in June 1991..
 JD0621
 JD0621.The geoid height was determined by GEOID03.
 JD0621
 JD0621.The dynamic height is computed by dividing the NAVD 88
 JD0621.geopotential number by the normal gravity value computed on the
 JD0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0621.degrees latitude (g = 980.6199 gals.).
 JD0621
 JD0621.The modeled gravity was interpolated from observed gravity values.
 JD0621
 JD0621;                    North         East    Units  Estimated Accuracy
 JD0621;SPC MO C     -   303,380.      458,100.      MT  (+/- 180 meters Scaled)
 JD0621
 JD0621                          SUPERSEDED SURVEY CONTROL
 JD0621
 JD0621  NGVD 29 (??/??/92)  294.74   (m)          967.0    (f) COMPUTED    2 0
 JD0621
 JD0621.Superseded values are not recommended for survey control.
 JD0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0621.See file dsdata.txt to determine how the superseded data were derived.
 JD0621
 JD0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC016686(NAD 83)
 JD0621_MARKER: DZ = AZIMUTH MARK DISK
 JD0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0621_STAMPING: D10 B2
 JD0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0621+STABILITY: SURFACE MOTION
 JD0621
 JD0621  HISTORY     - Date     Condition        Report By
 JD0621  HISTORY     - UNK      MONUMENTED       DOD
 JD0621  HISTORY     - 1963     GOOD             NGS
 JD0621  HISTORY     - 1963     GOOD             NGS
 JD0621
 JD0621                          STATION DESCRIPTION
 JD0621
 JD0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0621'1.7 MI N FROM FLORENCE.
 JD0621'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0621'CHURCH AT FLORENCE, THENCE ABOUT 0.1 MILE SOUTH OF A JUNCTION
 JD0621'OF A GRAVELED ROAD, IN SECTION 23, T 44 N, R 19 W, 130 FEET
 JD0621'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 100 FEET NORTHWEST
 JD0621'OF A POWER POLE WITH GUY WIRE 102 FEET NORTH WEST OF A FENCE,
 JD0621'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JD0621'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JD0621'CYLINDER PROJECTING 4 FEET.
 JD0621
 JD0621                          STATION RECOVERY (1963)
 JD0621
 JD0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0624 ***********************************************************************
 JD0624  DESIGNATION -  D 10 Z
 JD0624  PID         -  JD0624
 JD0624  STATE/COUNTY-  MO/MORGAN
 JD0624  USGS QUAD   -  FLORENCE (1985)
 JD0624
 JD0624                         *CURRENT SURVEY CONTROL
 JD0624  ___________________________________________________________________
 JD0624* NAD 83(1986)-  38 33 50.     (N)    092 59 10.     (W)     SCALED    
 JD0624* NAVD 88     -       295.793  (meters)     970.45   (feet)  ADJUSTED  
 JD0624  ___________________________________________________________________
 JD0624  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0624  DYNAMIC HT  -         295.586 (meters)     969.77  (feet)  COMP
 JD0624  MODELED GRAV-     979,919.7   (mgal)                       NAVD 88
 JD0624
 JD0624  VERT ORDER  -  SECOND    CLASS 0
 JD0624
 JD0624.The horizontal coordinates were scaled from a topographic map and have
 JD0624.an estimated accuracy of +/- 6 seconds.
 JD0624
 JD0624.The orthometric height was determined by differential leveling
 JD0624.and adjusted by the National Geodetic Survey in June 1991..
 JD0624
 JD0624.The geoid height was determined by GEOID03.
 JD0624
 JD0624.The dynamic height is computed by dividing the NAVD 88
 JD0624.geopotential number by the normal gravity value computed on the
 JD0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0624.degrees latitude (g = 980.6199 gals.).
 JD0624
 JD0624.The modeled gravity was interpolated from observed gravity values.
 JD0624
 JD0624;                    North         East    Units  Estimated Accuracy
 JD0624;SPC MO C     -   303,130.      457,640.      MT  (+/- 180 meters Scaled)
 JD0624
 JD0624                          SUPERSEDED SURVEY CONTROL
 JD0624
 JD0624  NGVD 29 (??/??/92)  295.683  (m)          970.09   (f) ADJ UNCH    2 0
 JD0624
 JD0624.Superseded values are not recommended for survey control.
 JD0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0624.See file dsdata.txt to determine how the superseded data were derived.
 JD0624
 JD0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC012683(NAD 83)
 JD0624_MARKER: DS = TRIANGULATION STATION DISK
 JD0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0624_STAMPING: D 10 Z 1963
 JD0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0624+STABILITY: SURFACE MOTION
 JD0624
 JD0624  HISTORY     - Date     Condition        Report By
 JD0624  HISTORY     - 1963     MONUMENTED       CGS
 JD0624
 JD0624                          STATION DESCRIPTION
 JD0624
 JD0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0624'2.3 MI S FROM FLORENCE.
 JD0624'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0624'CHURCH AT FLORENCE, THENCE 0.3 MILE WEST ACROSS COUNTRY, ABOUT
 JD0624'0.1 MILE SOUTHEAST OF A FARMHOUSE, IN SECTION 23, T 44 N, R 19 W,
 JD0624'26 FEET WEST OF A FENCE, 24.0 FEET WEST OF A METAL WITNESS
 JD0624'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0623 ***********************************************************************
 JD0623  DESIGNATION -  D 10 Z RM 1
 JD0623  PID         -  JD0623
 JD0623  STATE/COUNTY-  MO/MORGAN
 JD0623  USGS QUAD   -  FLORENCE (1985)
 JD0623
 JD0623                         *CURRENT SURVEY CONTROL
 JD0623  ___________________________________________________________________
 JD0623* NAD 83(1986)-  38 33 51.     (N)    092 59 10.     (W)     SCALED    
 JD0623* NAVD 88     -       295.799  (meters)     970.47   (feet)  ADJUSTED  
 JD0623  ___________________________________________________________________
 JD0623  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0623  DYNAMIC HT  -         295.591 (meters)     969.78  (feet)  COMP
 JD0623  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 JD0623
 JD0623  VERT ORDER  -  SECOND    CLASS 0
 JD0623
 JD0623.The horizontal coordinates were scaled from a topographic map and have
 JD0623.an estimated accuracy of +/- 6 seconds.
 JD0623
 JD0623.The orthometric height was determined by differential leveling
 JD0623.and adjusted by the National Geodetic Survey in June 1991..
 JD0623
 JD0623.The geoid height was determined by GEOID03.
 JD0623
 JD0623.The dynamic height is computed by dividing the NAVD 88
 JD0623.geopotential number by the normal gravity value computed on the
 JD0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0623.degrees latitude (g = 980.6199 gals.).
 JD0623
 JD0623.The modeled gravity was interpolated from observed gravity values.
 JD0623
 JD0623;                    North         East    Units  Estimated Accuracy
 JD0623;SPC MO C     -   303,160.      457,640.      MT  (+/- 180 meters Scaled)
 JD0623
 JD0623                          SUPERSEDED SURVEY CONTROL
 JD0623
 JD0623  NGVD 29 (??/??/92)  295.688  (m)          970.10   (f) ADJ UNCH    2 0
 JD0623
 JD0623.Superseded values are not recommended for survey control.
 JD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0623.See file dsdata.txt to determine how the superseded data were derived.
 JD0623
 JD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC012684(NAD 83)
 JD0623_MARKER: DR = REFERENCE MARK DISK
 JD0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0623_STAMPING: D 10 Z NO1 1963
 JD0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0623+STABILITY: SURFACE MOTION
 JD0623
 JD0623  HISTORY     - Date     Condition        Report By
 JD0623  HISTORY     - 1963     MONUMENTED       CGS
 JD0623
 JD0623                          STATION DESCRIPTION
 JD0623
 JD0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0623'2.3 MI S FROM FLORENCE.
 JD0623'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0623'CHURCH AT FLORENCE, THENCE 0.3 MILES ACROSS COUNTRY ABOUT 0.1
 JD0623'MILE SOUTHEAST OF A FARMHOUSE, IN SECTION 23, T 44 N, R 19 W,
 JD0623'83.2 FEET NORTH-NORTHEAST OF D 10 Z 1963, 1.3 FEET WEST OF A
 JD0623'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0625 ***********************************************************************
 JD0625  DESIGNATION -  D 10 Z RM 2
 JD0625  PID         -  JD0625
 JD0625  STATE/COUNTY-  MO/MORGAN
 JD0625  USGS QUAD   -  FLORENCE (1985)
 JD0625
 JD0625                         *CURRENT SURVEY CONTROL
 JD0625  ___________________________________________________________________
 JD0625* NAD 83(1986)-  38 33 49.     (N)    092 59 10.     (W)     SCALED    
 JD0625* NAVD 88     -       295.676  (meters)     970.06   (feet)  ADJUSTED  
 JD0625  ___________________________________________________________________
 JD0625  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0625  DYNAMIC HT  -         295.469 (meters)     969.38  (feet)  COMP
 JD0625  MODELED GRAV-     979,919.7   (mgal)                       NAVD 88
 JD0625
 JD0625  VERT ORDER  -  SECOND    CLASS 0
 JD0625
 JD0625.The horizontal coordinates were scaled from a topographic map and have
 JD0625.an estimated accuracy of +/- 6 seconds.
 JD0625
 JD0625.The orthometric height was determined by differential leveling
 JD0625.and adjusted by the National Geodetic Survey in June 1991..
 JD0625
 JD0625.The geoid height was determined by GEOID03.
 JD0625
 JD0625.The dynamic height is computed by dividing the NAVD 88
 JD0625.geopotential number by the normal gravity value computed on the
 JD0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0625.degrees latitude (g = 980.6199 gals.).
 JD0625
 JD0625.The modeled gravity was interpolated from observed gravity values.
 JD0625
 JD0625;                    North         East    Units  Estimated Accuracy
 JD0625;SPC MO C     -   303,100.      457,640.      MT  (+/- 180 meters Scaled)
 JD0625
 JD0625                          SUPERSEDED SURVEY CONTROL
 JD0625
 JD0625  NGVD 29 (??/??/92)  295.566  (m)          969.70   (f) ADJ UNCH    2 0
 JD0625
 JD0625.Superseded values are not recommended for survey control.
 JD0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0625.See file dsdata.txt to determine how the superseded data were derived.
 JD0625
 JD0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC012683(NAD 83)
 JD0625_MARKER: DR = REFERENCE MARK DISK
 JD0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0625_STAMPING: D 10 Z NO 2 1963
 JD0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0625+STABILITY: SURFACE MOTION
 JD0625
 JD0625  HISTORY     - Date     Condition        Report By
 JD0625  HISTORY     - 1963     MONUMENTED       CGS
 JD0625
 JD0625                          STATION DESCRIPTION
 JD0625
 JD0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0625'2.3 MI S FROM FLORENCE.
 JD0625'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0625'CHURCH AT FLORENCE, THENCE 0.3 MILE ACROSS COUNTRY ABOUT 0.1
 JD0625'MILE SOUTHEAST OF A FARMHOUSE, IN SECTION 23, T 44 N, R 19 W,
 JD0625'69.3 FEET SOUTH-SOUTHEAST OF D 10 Z 1963, 1 1/2 FEET WEST OF A
 JD0625'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0289 ***********************************************************************
 JD0289  DESIGNATION -  D 100
 JD0289  PID         -  JD0289
 JD0289  STATE/COUNTY-  MO/MILLER
 JD0289  USGS QUAD   -  OLEAN (1980)
 JD0289
 JD0289                         *CURRENT SURVEY CONTROL
 JD0289  ___________________________________________________________________
 JD0289* NAD 83(1986)-  38 24 31.     (N)    092 31 46.     (W)     SCALED    
 JD0289* NAVD 88     -       229.722  (meters)     753.68   (feet)  ADJUSTED  
 JD0289  ___________________________________________________________________
 JD0289  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JD0289  DYNAMIC HT  -         229.562 (meters)     753.15  (feet)  COMP
 JD0289  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 JD0289
 JD0289  VERT ORDER  -  SECOND    CLASS 0
 JD0289
 JD0289.The horizontal coordinates were scaled from a topographic map and have
 JD0289.an estimated accuracy of +/- 6 seconds.
 JD0289
 JD0289.The orthometric height was determined by differential leveling
 JD0289.and adjusted by the National Geodetic Survey in June 1991..
 JD0289
 JD0289.The geoid height was determined by GEOID03.
 JD0289
 JD0289.The dynamic height is computed by dividing the NAVD 88
 JD0289.geopotential number by the normal gravity value computed on the
 JD0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0289.degrees latitude (g = 980.6199 gals.).
 JD0289
 JD0289.The modeled gravity was interpolated from observed gravity values.
 JD0289
 JD0289;                    North         East    Units  Estimated Accuracy
 JD0289;SPC MO C     -   285,790.      497,430.      MT  (+/- 180 meters Scaled)
 JD0289
 JD0289                          SUPERSEDED SURVEY CONTROL
 JD0289
 JD0289  NGVD 29 (??/??/92)  229.677  (m)          753.53   (f) ADJ UNCH    2 0
 JD0289
 JD0289.Superseded values are not recommended for survey control.
 JD0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0289.See file dsdata.txt to determine how the superseded data were derived.
 JD0289
 JD0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC410512(NAD 83)
 JD0289_MARKER: DB = BENCH MARK DISK
 JD0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0289_STAMPING: D 100 1935
 JD0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0289+STABILITY: SURFACE MOTION
 JD0289
 JD0289  HISTORY     - Date     Condition        Report By
 JD0289  HISTORY     - 1935     MONUMENTED       CGS
 JD0289  HISTORY     - 1958     MARK NOT FOUND   NGS
 JD0289
 JD0289                          STATION DESCRIPTION
 JD0289
 JD0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JD0289'IN OLEAN.
 JD0289'AT OLEAN, 30 RAILS SOUTH OF THE MISSOURI PACIFIC RAILROAD
 JD0289'STATION, AND 25 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 JD0289'D 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0708 ***********************************************************************
 JC0708  DESIGNATION -  D 101
 JC0708  PID         -  JC0708
 JC0708  STATE/COUNTY-  MO/FRANKLIN
 JC0708  USGS QUAD   -  GERALD (1980)
 JC0708
 JC0708                         *CURRENT SURVEY CONTROL
 JC0708  ___________________________________________________________________
 JC0708* NAD 83(1986)-  38 24 04.     (N)    091 19 52.     (W)     SCALED    
 JC0708* NAVD 88     -       272.667  (meters)     894.58   (feet)  ADJUSTED  
 JC0708  ___________________________________________________________________
 JC0708  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JC0708  DYNAMIC HT  -         272.482 (meters)     893.97  (feet)  COMP
 JC0708  MODELED GRAV-     979,944.4   (mgal)                       NAVD 88
 JC0708
 JC0708  VERT ORDER  -  SECOND    CLASS 0
 JC0708
 JC0708.The horizontal coordinates were scaled from a topographic map and have
 JC0708.an estimated accuracy of +/- 6 seconds.
 JC0708
 JC0708.The orthometric height was determined by differential leveling
 JC0708.and adjusted by the National Geodetic Survey in June 1991..
 JC0708
 JC0708.The geoid height was determined by GEOID03.
 JC0708
 JC0708.The dynamic height is computed by dividing the NAVD 88
 JC0708.geopotential number by the normal gravity value computed on the
 JC0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0708.degrees latitude (g = 980.6199 gals.).
 JC0708
 JC0708.The modeled gravity was interpolated from observed gravity values.
 JC0708
 JC0708;                    North         East    Units  Estimated Accuracy
 JC0708;SPC MO E     -   285,280.      177,410.      MT  (+/- 180 meters Scaled)
 JC0708
 JC0708                          SUPERSEDED SURVEY CONTROL
 JC0708
 JC0708  NGVD 29 (??/??/92)  272.674  (m)          894.60   (f) ADJ UNCH    2 0
 JC0708
 JC0708.Superseded values are not recommended for survey control.
 JC0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0708.See file dsdata.txt to determine how the superseded data were derived.
 JC0708
 JC0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC457516(NAD 83)
 JC0708_MARKER: DB = BENCH MARK DISK
 JC0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0708_STAMPING: D 101 1935
 JC0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0708+STABILITY: SURFACE MOTION
 JC0708
 JC0708  HISTORY     - Date     Condition        Report By
 JC0708  HISTORY     - 1935     MONUMENTED       CGS
 JC0708  HISTORY     - 1940     GOOD             NGS
 JC0708
 JC0708                          STATION DESCRIPTION
 JC0708
 JC0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0708'AT GERALD.
 JC0708'AT GERALD, FRANKLIN COUNTY, OPPOSITE THE CHICAGO, ROCK ISLAND
 JC0708'AND PACIFIC RAILROAD STATION, 25 POLES WEST OF MILEPOST 80, 97.4
 JC0708'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 50, AT A ROAD
 JC0708'CROSSING, 48 YARDS WEST OF THE CENTER LINE OF THE ROAD, 38.1 FEET
 JC0708'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, IN A PARK, 93.6 FEET
 JC0708'WEST OF THE WEST EDGE OF A SIDEWALK ALONG THE EAST END OF THE
 JC0708'PARK, AND 0.6 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JC0708'DISK, STAMPED D 101 1935 AND SET IN THE TOP OF A CONCRETE POST
 JC0708'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0646 ***********************************************************************
 JC0646  DESIGNATION -  D 103
 JC0646  PID         -  JC0646
 JC0646  STATE/COUNTY-  MO/MONTGOMERY
 JC0646  USGS QUAD   -  PINNACLE LAKE (1973)
 JC0646
 JC0646                         *CURRENT SURVEY CONTROL
 JC0646  ___________________________________________________________________
 JC0646* NAD 83(1986)-  38 45 12.     (N)    091 27 57.     (W)     SCALED    
 JC0646* NAVD 88     -       179.278  (meters)     588.18   (feet)  ADJUSTED  
 JC0646  ___________________________________________________________________
 JC0646  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JC0646  DYNAMIC HT  -         179.163 (meters)     587.80  (feet)  COMP
 JC0646  MODELED GRAV-     979,979.8   (mgal)                       NAVD 88
 JC0646
 JC0646  VERT ORDER  -  SECOND    CLASS 0
 JC0646
 JC0646.The horizontal coordinates were scaled from a topographic map and have
 JC0646.an estimated accuracy of +/- 6 seconds.
 JC0646
 JC0646.The orthometric height was determined by differential leveling
 JC0646.and adjusted by the National Geodetic Survey in June 1991..
 JC0646
 JC0646.The geoid height was determined by GEOID03.
 JC0646
 JC0646.The dynamic height is computed by dividing the NAVD 88
 JC0646.geopotential number by the normal gravity value computed on the
 JC0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0646.degrees latitude (g = 980.6199 gals.).
 JC0646
 JC0646.The modeled gravity was interpolated from observed gravity values.
 JC0646
 JC0646;                    North         East    Units  Estimated Accuracy
 JC0646;SPC MO E     -   324,490.      166,050.      MT  (+/- 180 meters Scaled)
 JC0646
 JC0646                          SUPERSEDED SURVEY CONTROL
 JC0646
 JC0646  NGVD 29 (??/??/92)  179.289  (m)          588.22   (f) ADJ UNCH    2 0
 JC0646
 JC0646.Superseded values are not recommended for survey control.
 JC0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0646.See file dsdata.txt to determine how the superseded data were derived.
 JC0646
 JC0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC333905(NAD 83)
 JC0646_MARKER: DB = BENCH MARK DISK
 JC0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0646_STAMPING: D 103 1935
 JC0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0646+STABILITY: SURFACE MOTION
 JC0646
 JC0646  HISTORY     - Date     Condition        Report By
 JC0646  HISTORY     - 1935     MONUMENTED       CGS
 JC0646
 JC0646                          STATION DESCRIPTION
 JC0646
 JC0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0646'1.7 MI N FROM MC KITTRICK.
 JC0646'1.7 MILES NORTH ALONG STATE HIGHWAY 19 FROM MC KITTRICK,
 JC0646'MONTGOMERY COUNTY, AT A CURVE, 35 FEET WEST OF THE CENTERLINE
 JC0646'OF THE HIGHWAY, AND 25 FEET SOUTH OF THE CENTER OF A RED GATE
 JC0646'TO A ROAD LEADING TO A FARMHOUSE AT THE TOP OF A HILL.  A
 JC0646'STANDARD DISK, STAMPED D 103 1935 AND SET IN THE TOP OF A CONCRETE
 JC0646'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0831 ***********************************************************************
 JC0831  DESIGNATION -  D 104
 JC0831  PID         -  JC0831
 JC0831  STATE/COUNTY-  MO/CRAWFORD
 JC0831  USGS QUAD   -  OAK HILL (1980)
 JC0831
 JC0831                         *CURRENT SURVEY CONTROL
 JC0831  ___________________________________________________________________
 JC0831* NAD 83(1986)-  38 07 48.     (N)    091 26 02.     (W)     SCALED    
 JC0831* NAVD 88     -       294.976  (meters)     967.77   (feet)  ADJUSTED  
 JC0831  ___________________________________________________________________
 JC0831  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JC0831  DYNAMIC HT  -         294.764 (meters)     967.07  (feet)  COMP
 JC0831  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 JC0831
 JC0831  VERT ORDER  -  SECOND    CLASS 0
 JC0831
 JC0831.The horizontal coordinates were scaled from a topographic map and have
 JC0831.an estimated accuracy of +/- 6 seconds.
 JC0831
 JC0831.The orthometric height was determined by differential leveling
 JC0831.and adjusted by the National Geodetic Survey in June 1991..
 JC0831
 JC0831.The geoid height was determined by GEOID03.
 JC0831
 JC0831.The dynamic height is computed by dividing the NAVD 88
 JC0831.geopotential number by the normal gravity value computed on the
 JC0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0831.degrees latitude (g = 980.6199 gals.).
 JC0831
 JC0831.The modeled gravity was interpolated from observed gravity values.
 JC0831
 JC0831;                    North         East    Units  Estimated Accuracy
 JC0831;SPC MO E     -   255,270.      168,120.      MT  (+/- 180 meters Scaled)
 JC0831
 JC0831                          SUPERSEDED SURVEY CONTROL
 JC0831
 JC0831  NGVD 29 (??/??/92)  294.966  (m)          967.73   (f) ADJ UNCH    2 0
 JC0831
 JC0831.Superseded values are not recommended for survey control.
 JC0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0831.See file dsdata.txt to determine how the superseded data were derived.
 JC0831
 JC0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC372213(NAD 83)
 JC0831_MARKER: DB = BENCH MARK DISK
 JC0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0831_STAMPING: D 104 1935
 JC0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0831+STABILITY: SURFACE MOTION
 JC0831
 JC0831  HISTORY     - Date     Condition        Report By
 JC0831  HISTORY     - 1935     MONUMENTED       CGS
 JC0831
 JC0831                          STATION DESCRIPTION
 JC0831
 JC0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0831'5.3 MI N FROM CUBA.
 JC0831'5.3 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE ST. LOUIS-SAN
 JC0831'FRANCISCO RAILWAY STATION AT CUBA, CRAWFORD COUNTY, AT THE TOP
 JC0831'OF A HILL, 100 YARDS NORTH OF A ROAD INTERSECTION, AND 14 YARDS
 JC0831'WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JC0831'D 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0331 ***********************************************************************
 HE0331  DESIGNATION -  D 106
 HE0331  PID         -  HE0331
 HE0331  STATE/COUNTY-  MO/VERNON
 HE0331  USGS QUAD   -  DEERFIELD (1991)
 HE0331
 HE0331                         *CURRENT SURVEY CONTROL
 HE0331  ___________________________________________________________________
 HE0331* NAD 83(1986)-  37 50 14.     (N)    094 30 21.     (W)     SCALED    
 HE0331* NAVD 88     -       239.279  (meters)     785.03   (feet)  ADJUSTED  
 HE0331  ___________________________________________________________________
 HE0331  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HE0331  DYNAMIC HT  -         239.101 (meters)     784.45  (feet)  COMP
 HE0331  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 HE0331
 HE0331  VERT ORDER  -  SECOND    CLASS 0
 HE0331
 HE0331.The horizontal coordinates were scaled from a topographic map and have
 HE0331.an estimated accuracy of +/- 6 seconds.
 HE0331
 HE0331.The orthometric height was determined by differential leveling
 HE0331.and adjusted by the National Geodetic Survey in June 1991..
 HE0331
 HE0331.The geoid height was determined by GEOID03.
 HE0331
 HE0331.The dynamic height is computed by dividing the NAVD 88
 HE0331.geopotential number by the normal gravity value computed on the
 HE0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0331.degrees latitude (g = 980.6199 gals.).
 HE0331
 HE0331.The modeled gravity was interpolated from observed gravity values.
 HE0331
 HE0331;                    North         East    Units  Estimated Accuracy
 HE0331;SPC MO W     -   185,380.      849,490.      MT  (+/- 180 meters Scaled)
 HE0331
 HE0331                          SUPERSEDED SURVEY CONTROL
 HE0331
 HE0331  NGVD 29 (??/??/92)  239.174  (m)          784.69   (f) ADJ UNCH    2 0
 HE0331
 HE0331.Superseded values are not recommended for survey control.
 HE0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0331.See file dsdata.txt to determine how the superseded data were derived.
 HE0331
 HE0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB674888(NAD 83)
 HE0331_MARKER: DB = BENCH MARK DISK
 HE0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0331_STAMPING: D 106 1934
 HE0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0331+STABILITY: SURFACE MOTION
 HE0331
 HE0331  HISTORY     - Date     Condition        Report By
 HE0331  HISTORY     - 1934     MONUMENTED       CGS
 HE0331  HISTORY     - 19871204 MARK NOT FOUND   USPSQD
 HE0331
 HE0331                          STATION DESCRIPTION
 HE0331
 HE0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0331'AT DEERFIELD.
 HE0331'AT DEERFIELD, VERNON COUNTY, ON THE MISSOURI-KANSAS-TEXAS
 HE0331'RAILROAD, 8-1/2 RAILS WEST OF THE STATION, AT A ROAD CROSSING,
 HE0331'33 FEET EAST OF THE CENTERLINE OF THE ROAD, 60 FEET SOUTH OF
 HE0331'THE CENTERLINE OF THE MAIN TRACK, AND 11 FEET EAST OF A FENCE
 HE0331'CORNER.  A STANDARD DISK, STAMPED D 106 1934 AND SET IN THE
 HE0331'TOP OF A CONCRETE POST.
 HE0331
 HE0331                          STATION RECOVERY (1987)
 HE0331
 HE0331'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 HE0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0048 ***********************************************************************
 HE0048  DESIGNATION -  D 107
 HE0048  PID         -  HE0048
 HE0048  STATE/COUNTY-  MO/BARTON
 HE0048  USGS QUAD   -  IANTHA (1962)
 HE0048
 HE0048                         *CURRENT SURVEY CONTROL
 HE0048  ___________________________________________________________________
 HE0048* NAD 83(1986)-  37 30 55.     (N)    094 23 02.     (W)     SCALED    
 HE0048* NAVD 88     -       300.297  (meters)     985.22   (feet)  ADJUSTED  
 HE0048  ___________________________________________________________________
 HE0048  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HE0048  DYNAMIC HT  -         300.061 (meters)     984.45  (feet)  COMP
 HE0048  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 HE0048
 HE0048  VERT ORDER  -  SECOND    CLASS 0
 HE0048
 HE0048.The horizontal coordinates were scaled from a topographic map and have
 HE0048.an estimated accuracy of +/- 6 seconds.
 HE0048
 HE0048.The orthometric height was determined by differential leveling
 HE0048.and adjusted by the National Geodetic Survey in June 1991..
 HE0048
 HE0048.The geoid height was determined by GEOID03.
 HE0048
 HE0048.The dynamic height is computed by dividing the NAVD 88
 HE0048.geopotential number by the normal gravity value computed on the
 HE0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0048.degrees latitude (g = 980.6199 gals.).
 HE0048
 HE0048.The modeled gravity was interpolated from observed gravity values.
 HE0048
 HE0048;                    North         East    Units  Estimated Accuracy
 HE0048;SPC MO W     -   149,660.      860,260.      MT  (+/- 180 meters Scaled)
 HE0048
 HE0048                          SUPERSEDED SURVEY CONTROL
 HE0048
 HE0048  NGVD 29 (??/??/92)  300.178  (m)          984.83   (f) ADJ UNCH    2 0
 HE0048
 HE0048.Superseded values are not recommended for survey control.
 HE0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0048.See file dsdata.txt to determine how the superseded data were derived.
 HE0048
 HE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB777529(NAD 83)
 HE0048_MARKER: DB = BENCH MARK DISK
 HE0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0048_STAMPING: D 107 1934
 HE0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0048+STABILITY: SURFACE MOTION
 HE0048
 HE0048  HISTORY     - Date     Condition        Report By
 HE0048  HISTORY     - 1934     MONUMENTED       CGS
 HE0048  HISTORY     - 1935     GOOD             NGS
 HE0048
 HE0048                          STATION DESCRIPTION
 HE0048
 HE0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0048'0.9 MI E FROM IANTHA.
 HE0048'0.9 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0048'IANTHA, BARTON COUNTY, 5 FEET SOUTH OF THE NINETEENTH POLE EAST OF
 HE0048'MILEPOST 132, 2-1/2 RAILS EAST OF A FARMROAD CROSSING, AND
 HE0048'27 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 HE0048'DISK, STAMPED D 107 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0032 ***********************************************************************
 GG0032  DESIGNATION -  D 108
 GG0032  PID         -  GG0032
 GG0032  STATE/COUNTY-  MO/MCDONALD
 GG0032  USGS QUAD   -  NOEL (1982)
 GG0032
 GG0032                         *CURRENT SURVEY CONTROL
 GG0032  ___________________________________________________________________
 GG0032* NAD 83(1986)-  36 35 15.     (N)    094 26 49.     (W)     SCALED    
 GG0032* NAVD 88     -       257.900  (meters)     846.13   (feet)  ADJUSTED  
 GG0032  ___________________________________________________________________
 GG0032  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GG0032  DYNAMIC HT  -         257.683 (meters)     845.41  (feet)  COMP
 GG0032  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 GG0032
 GG0032  VERT ORDER  -  SECOND    CLASS 0
 GG0032
 GG0032.The horizontal coordinates were scaled from a topographic map and have
 GG0032.an estimated accuracy of +/- 6 seconds.
 GG0032
 GG0032.The orthometric height was determined by differential leveling
 GG0032.and adjusted by the National Geodetic Survey in June 1991..
 GG0032
 GG0032.The geoid height was determined by GEOID03.
 GG0032
 GG0032.The dynamic height is computed by dividing the NAVD 88
 GG0032.geopotential number by the normal gravity value computed on the
 GG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0032.degrees latitude (g = 980.6199 gals.).
 GG0032
 GG0032.The modeled gravity was interpolated from observed gravity values.
 GG0032
 GG0032;                    North         East    Units  Estimated Accuracy
 GG0032;SPC MO W     -    46,700.      854,750.      MT  (+/- 180 meters Scaled)
 GG0032
 GG0032                          SUPERSEDED SURVEY CONTROL
 GG0032
 GG0032  NGVD 29 (??/??/92)  257.785  (m)          845.75   (f) ADJ UNCH    2 0
 GG0032
 GG0032.Superseded values are not recommended for survey control.
 GG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0032.See file dsdata.txt to determine how the superseded data were derived.
 GG0032
 GG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA705500(NAD 83)
 GG0032_MARKER: DB = BENCH MARK DISK
 GG0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0032_STAMPING: D 108 1935
 GG0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0032+STABILITY: SURFACE MOTION
 GG0032
 GG0032  HISTORY     - Date     Condition        Report By
 GG0032  HISTORY     - 1935     MONUMENTED       CGS
 GG0032  HISTORY     - 20060308 MARK NOT FOUND   MODNR
 GG0032
 GG0032                          STATION DESCRIPTION
 GG0032
 GG0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0032'1.7 MI S FROM LANAGAN.
 GG0032'1.7 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 GG0032'LANAGAN, MC DONALD COUNTY, 0.3 MILE NORTH OF MILEPOST 197, AT
 GG0032'A FARM-ROAD CROSSING, 40 FEET NORTH OF THE ROAD, AND 30 FEET
 GG0032'EAST OF THE TRACK.  A STANDARD DISK, STAMPED D 108 1935 AND SET
 GG0032'IN THE TOP OF A CONCRETE POST.
 GG0032
 GG0032                          STATION RECOVERY (2006)
 GG0032
 GG0032'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0006 ***********************************************************************
 GG0006  DESIGNATION -  D 109
 GG0006  PID         -  GG0006
 GG0006  STATE/COUNTY-  MO/NEWTON
 GG0006  USGS QUAD   -  WHEATON (1972)
 GG0006
 GG0006                         *CURRENT SURVEY CONTROL
 GG0006  ___________________________________________________________________
 GG0006* NAD 83(1986)-  36 47 29.     (N)    094 04 17.     (W)     SCALED    
 GG0006* NAVD 88     -       405.044  (meters)    1328.88   (feet)  ADJUSTED  
 GG0006  ___________________________________________________________________
 GG0006  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GG0006  DYNAMIC HT  -         404.701 (meters)    1327.76  (feet)  COMP
 GG0006  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 GG0006
 GG0006  VERT ORDER  -  SECOND    CLASS 0
 GG0006
 GG0006.The horizontal coordinates were scaled from a topographic map and have
 GG0006.an estimated accuracy of +/- 6 seconds.
 GG0006
 GG0006.The orthometric height was determined by differential leveling
 GG0006.and adjusted by the National Geodetic Survey in June 1991..
 GG0006
 GG0006.The geoid height was determined by GEOID03.
 GG0006
 GG0006.The dynamic height is computed by dividing the NAVD 88
 GG0006.geopotential number by the normal gravity value computed on the
 GG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0006.degrees latitude (g = 980.6199 gals.).
 GG0006
 GG0006.The modeled gravity was interpolated from observed gravity values.
 GG0006
 GG0006;                    North         East    Units  Estimated Accuracy
 GG0006;SPC MO W     -    69,410.      888,250.      MT  (+/- 180 meters Scaled)
 GG0006
 GG0006                          SUPERSEDED SURVEY CONTROL
 GG0006
 GG0006  NGVD 29 (??/??/92)  404.902  (m)         1328.42   (f) ADJ UNCH    2 0
 GG0006
 GG0006.Superseded values are not recommended for survey control.
 GG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0006.See file dsdata.txt to determine how the superseded data were derived.
 GG0006
 GG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA044722(NAD 83)
 GG0006_MARKER: DB = BENCH MARK DISK
 GG0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0006_STAMPING: D 109 1935
 GG0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0006+STABILITY: SURFACE MOTION
 GG0006
 GG0006  HISTORY     - Date     Condition        Report By
 GG0006  HISTORY     - 1935     MONUMENTED       CGS
 GG0006  HISTORY     - 1940     GOOD             NGS
 GG0006  HISTORY     - 20060504 MARK NOT FOUND   MODNR
 GG0006
 GG0006                          STATION DESCRIPTION
 GG0006
 GG0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GG0006'2 MI E FROM FAIRVIEW.
 GG0006'ABOUT 2 MILES EAST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY
 GG0006'FROM FAIRVIEW, NEWTON COUNTY, 3 POLES EAST OF MILEPOST 39, AT
 GG0006'A ROAD CROSSING, 40 FEET EAST OF THE ROAD, AND 40 FEET NORTH
 GG0006'OF THE TRACK.  A STANDARD DISK, STAMPED D 109 1935 AND SET IN
 GG0006'THE TOP OF A CONCRETE POST.
 GG0006
 GG0006                          STATION RECOVERY (2006)
 GG0006
 GG0006'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0310 ***********************************************************************
 KD0310  DESIGNATION -  D 11
 KD0310  PID         -  KD0310
 KD0310  STATE/COUNTY-  MO/LINN
 KD0310  USGS QUAD   -  LACLEDE (1984)
 KD0310
 KD0310                         *CURRENT SURVEY CONTROL
 KD0310  ___________________________________________________________________
 KD0310* NAD 83(1986)-  39 48 27.     (N)    093 10 26.     (W)     SCALED    
 KD0310* NAVD 88     -       221.579  (meters)     726.96   (feet)  ADJUSTED  
 KD0310  ___________________________________________________________________
 KD0310  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KD0310  DYNAMIC HT  -         221.456 (meters)     726.56  (feet)  COMP
 KD0310  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 KD0310
 KD0310  VERT ORDER  -  FIRST     CLASS II
 KD0310
 KD0310.The horizontal coordinates were scaled from a topographic map and have
 KD0310.an estimated accuracy of +/- 6 seconds.
 KD0310
 KD0310.The orthometric height was determined by differential leveling
 KD0310.and adjusted by the National Geodetic Survey in June 1991..
 KD0310
 KD0310.The geoid height was determined by GEOID03.
 KD0310
 KD0310.The dynamic height is computed by dividing the NAVD 88
 KD0310.geopotential number by the normal gravity value computed on the
 KD0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0310.degrees latitude (g = 980.6199 gals.).
 KD0310
 KD0310.The modeled gravity was interpolated from observed gravity values.
 KD0310
 KD0310;                    North         East    Units  Estimated Accuracy
 KD0310;SPC MO C     -   441,290.      442,300.      MT  (+/- 180 meters Scaled)
 KD0310
 KD0310                          SUPERSEDED SURVEY CONTROL
 KD0310
 KD0310  NGVD 29 (??/??/92)  221.546  (m)          726.86   (f) ADJ UNCH    1 2
 KD0310
 KD0310.Superseded values are not recommended for survey control.
 KD0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0310.See file dsdata.txt to determine how the superseded data were derived.
 KD0310
 KD0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE851064(NAD 83)
 KD0310_MARKER: DB = BENCH MARK DISK
 KD0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0310_STAMPING: 726.580 D 11 1930
 KD0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0310+STABILITY: SURFACE MOTION
 KD0310
 KD0310  HISTORY     - Date     Condition        Report By
 KD0310  HISTORY     - 1930     MONUMENTED       CGS
 KD0310  HISTORY     - 1935     GOOD             NGS
 KD0310  HISTORY     - 1967     GOOD             NGS
 KD0310  HISTORY     - 1979     GOOD             LOCENG
 KD0310
 KD0310                          STATION DESCRIPTION
 KD0310
 KD0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0310'1.5 MI N FROM LACLEDE.
 KD0310'1-1/2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KD0310'RAILROAD FROM LACLEDE, LINN COUNTY, 500 FEET SOUTH OF MILEPOST
 KD0310'180, 150 FEET SOUTH OF A FARM ROAD CROSSING, 55 FEET EAST OF
 KD0310'STATE HIGHWAY 5, AND 23 FEET WEST OF THE TRACK.  A STANDARD
 KD0310'DISK, STAMPED 726.580 D 11 1930 AND SET IN THE TOP OF A CONCRETE
 KD0310'POST PROJECTING 2 INCHES ABOVE GROUND.
 KD0310
 KD0310                          STATION RECOVERY (1967)
 KD0310
 KD0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0310'RECOVERED IN GOOD CONDITION.
 KD0310
 KD0310                          STATION RECOVERY (1979)
 KD0310
 KD0310'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 KD0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0390 ***********************************************************************
 JD0390  DESIGNATION -  D 11 B 1
 JD0390  PID         -  JD0390
 JD0390  STATE/COUNTY-  MO/MORGAN
 JD0390  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0390
 JD0390                         *CURRENT SURVEY CONTROL
 JD0390  ___________________________________________________________________
 JD0390* NAD 83(1986)-  38 39 42.     (N)    092 53 01.     (W)     SCALED    
 JD0390* NAVD 88     -       278.944  (meters)     915.17   (feet)  ADJUSTED  
 JD0390  ___________________________________________________________________
 JD0390  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0390  DYNAMIC HT  -         278.754 (meters)     914.55  (feet)  COMP
 JD0390  MODELED GRAV-     979,938.9   (mgal)                       NAVD 88
 JD0390
 JD0390  VERT ORDER  -  FIRST     CLASS II
 JD0390
 JD0390.The horizontal coordinates were scaled from a topographic map and have
 JD0390.an estimated accuracy of +/- 6 seconds.
 JD0390
 JD0390.The orthometric height was determined by differential leveling
 JD0390.and adjusted by the National Geodetic Survey in June 1991..
 JD0390
 JD0390.The geoid height was determined by GEOID03.
 JD0390
 JD0390.The dynamic height is computed by dividing the NAVD 88
 JD0390.geopotential number by the normal gravity value computed on the
 JD0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0390.degrees latitude (g = 980.6199 gals.).
 JD0390
 JD0390.The modeled gravity was interpolated from observed gravity values.
 JD0390
 JD0390;                    North         East    Units  Estimated Accuracy
 JD0390;SPC MO C     -   313,940.      466,610.      MT  (+/- 180 meters Scaled)
 JD0390
 JD0390                          SUPERSEDED SURVEY CONTROL
 JD0390
 JD0390  NGVD 29 (??/??/92)  278.84   (m)          914.8    (f) COMPUTED    1 2
 JD0390
 JD0390.Superseded values are not recommended for survey control.
 JD0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0390.See file dsdata.txt to determine how the superseded data were derived.
 JD0390
 JD0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC101792(NAD 83)
 JD0390_MARKER: DZ = AZIMUTH MARK DISK
 JD0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0390_STAMPING: D 11 B 1
 JD0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0390+STABILITY: SURFACE MOTION
 JD0390
 JD0390  HISTORY     - Date     Condition        Report By
 JD0390  HISTORY     - UNK      MONUMENTED       DOD
 JD0390  HISTORY     - 1963     GOOD             NGS
 JD0390
 JD0390                          STATION DESCRIPTION
 JD0390
 JD0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0390'1.4 MI SW FROM SYRACUSE.
 JD0390'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0390'STATION AT SYRACUSE, THENCE 0.9 MILE SOUTH ALONG COUNTY ROAD
 JD0390'D, THENCE 0.25 MILE NORTHWEST ACROSS A FIELD, ABOUT 0.3 MILE
 JD0390'NORTHWEST OF THE LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 JD0390'WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0389 ***********************************************************************
 JD0389  DESIGNATION -  D 11 B 2
 JD0389  PID         -  JD0389
 JD0389  STATE/COUNTY-  MO/MORGAN
 JD0389  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0389
 JD0389                         *CURRENT SURVEY CONTROL
 JD0389  ___________________________________________________________________
 JD0389* NAD 83(1986)-  38 39 34.     (N)    092 52 59.     (W)     SCALED    
 JD0389* NAVD 88     -       283.326  (meters)     929.55   (feet)  ADJUSTED  
 JD0389  ___________________________________________________________________
 JD0389  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0389  DYNAMIC HT  -         283.133 (meters)     928.91  (feet)  COMP
 JD0389  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 JD0389
 JD0389  VERT ORDER  -  FIRST     CLASS II
 JD0389
 JD0389.The horizontal coordinates were scaled from a topographic map and have
 JD0389.an estimated accuracy of +/- 6 seconds.
 JD0389
 JD0389.The orthometric height was determined by differential leveling
 JD0389.and adjusted by the National Geodetic Survey in June 1991..
 JD0389
 JD0389.The geoid height was determined by GEOID03.
 JD0389
 JD0389.The dynamic height is computed by dividing the NAVD 88
 JD0389.geopotential number by the normal gravity value computed on the
 JD0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0389.degrees latitude (g = 980.6199 gals.).
 JD0389
 JD0389.The modeled gravity was interpolated from observed gravity values.
 JD0389
 JD0389;                    North         East    Units  Estimated Accuracy
 JD0389;SPC MO C     -   313,700.      466,660.      MT  (+/- 180 meters Scaled)
 JD0389
 JD0389                          SUPERSEDED SURVEY CONTROL
 JD0389
 JD0389  NGVD 29 (??/??/92)  283.23   (m)          929.2    (f) COMPUTED    1 2
 JD0389
 JD0389.Superseded values are not recommended for survey control.
 JD0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0389.See file dsdata.txt to determine how the superseded data were derived.
 JD0389
 JD0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC101789(NAD 83)
 JD0389_MARKER: DZ = AZIMUTH MARK DISK
 JD0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0389_STAMPING: D 11 B 2
 JD0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0389+STABILITY: SURFACE MOTION
 JD0389
 JD0389  HISTORY     - Date     Condition        Report By
 JD0389  HISTORY     - UNK      MONUMENTED       DOD
 JD0389  HISTORY     - 1963     GOOD             NGS
 JD0389
 JD0389                          STATION DESCRIPTION
 JD0389
 JD0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0389'1.3 MI SW FROM SYRACUSE.
 JD0389'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0389'THE STATION AT SYRACUSE, THENCE 0.9 MILE SOUTH ALONG COUNTY
 JD0389'ROAD D, THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, 30 FEET
 JD0389'EAST OF THE EAST EDGE OF A SMALL DAM, A 1 1/2 X 4 FOOT CONCRETE
 JD0389'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0387 ***********************************************************************
 JD0387  DESIGNATION -  D 11 Z
 JD0387  PID         -  JD0387
 JD0387  STATE/COUNTY-  MO/MORGAN
 JD0387  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0387
 JD0387                         *CURRENT SURVEY CONTROL
 JD0387  ___________________________________________________________________
 JD0387* NAD 83(1986)-  38 39 30.     (N)    092 52 55.     (W)     SCALED    
 JD0387* NAVD 88     -       283.583  (meters)     930.39   (feet)  ADJUSTED  
 JD0387  ___________________________________________________________________
 JD0387  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0387  DYNAMIC HT  -         283.389 (meters)     929.75  (feet)  COMP
 JD0387  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 JD0387
 JD0387  VERT ORDER  -  FIRST     CLASS II
 JD0387
 JD0387.The horizontal coordinates were scaled from a topographic map and have
 JD0387.an estimated accuracy of +/- 6 seconds.
 JD0387
 JD0387.The orthometric height was determined by differential leveling
 JD0387.and adjusted by the National Geodetic Survey in June 1991..
 JD0387
 JD0387.The geoid height was determined by GEOID03.
 JD0387
 JD0387.The dynamic height is computed by dividing the NAVD 88
 JD0387.geopotential number by the normal gravity value computed on the
 JD0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0387.degrees latitude (g = 980.6199 gals.).
 JD0387
 JD0387.The modeled gravity was interpolated from observed gravity values.
 JD0387
 JD0387;                    North         East    Units  Estimated Accuracy
 JD0387;SPC MO C     -   313,570.      466,760.      MT  (+/- 180 meters Scaled)
 JD0387
 JD0387                          SUPERSEDED SURVEY CONTROL
 JD0387
 JD0387  NGVD 29 (??/??/92)  283.48   (m)          930.1    (f) COMPUTED    1 2
 JD0387
 JD0387.Superseded values are not recommended for survey control.
 JD0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0387.See file dsdata.txt to determine how the superseded data were derived.
 JD0387
 JD0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC102788(NAD 83)
 JD0387_MARKER: DS = TRIANGULATION STATION DISK
 JD0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0387_STAMPING: D 11 Z 1962
 JD0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0387+STABILITY: SURFACE MOTION
 JD0387
 JD0387  HISTORY     - Date     Condition        Report By
 JD0387  HISTORY     - 1962     MONUMENTED       CGS
 JD0387  HISTORY     - 1963     GOOD             NGS
 JD0387
 JD0387                          STATION DESCRIPTION
 JD0387
 JD0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0387'1.2 MI SW FROM SYRACUSE.
 JD0387'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0387'STATION AT SYRACUSE, THENCE 0.9 MILE SOUTH ALONG COUNTY ROAD D,
 JD0387'ON THE OUTSIDE OF A CURVE AND ACROSS THE ROAD FROM A FARMHOUSE,
 JD0387'54.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 66.5 FEET EAST OF
 JD0387'A TREE, 65.4 FEET SOUTHWEST OF A TELEPHONE POLE, 64.4 FEET
 JD0387'SOUTHWEST OF R.M. 1, 43.6 FEET NORTHWEST OF R.M. 2, ABOUT LEVEL
 JD0387'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 18 INCHES
 JD0387'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0386 ***********************************************************************
 JD0386  DESIGNATION -  D 11 Z RM 1
 JD0386  PID         -  JD0386
 JD0386  STATE/COUNTY-  MO/MORGAN
 JD0386  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0386
 JD0386                         *CURRENT SURVEY CONTROL
 JD0386  ___________________________________________________________________
 JD0386* NAD 83(1986)-  38 39 30.     (N)    092 52 54.     (W)     SCALED    
 JD0386* NAVD 88     -       283.977  (meters)     931.68   (feet)  ADJUSTED  
 JD0386  ___________________________________________________________________
 JD0386  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0386  DYNAMIC HT  -         283.783 (meters)     931.04  (feet)  COMP
 JD0386  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 JD0386
 JD0386  VERT ORDER  -  FIRST     CLASS II
 JD0386
 JD0386.The horizontal coordinates were scaled from a topographic map and have
 JD0386.an estimated accuracy of +/- 6 seconds.
 JD0386
 JD0386.The orthometric height was determined by differential leveling
 JD0386.and adjusted by the National Geodetic Survey in June 1991..
 JD0386
 JD0386.The geoid height was determined by GEOID03.
 JD0386
 JD0386.The dynamic height is computed by dividing the NAVD 88
 JD0386.geopotential number by the normal gravity value computed on the
 JD0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0386.degrees latitude (g = 980.6199 gals.).
 JD0386
 JD0386.The modeled gravity was interpolated from observed gravity values.
 JD0386
 JD0386;                    North         East    Units  Estimated Accuracy
 JD0386;SPC MO C     -   313,570.      466,780.      MT  (+/- 180 meters Scaled)
 JD0386
 JD0386                          SUPERSEDED SURVEY CONTROL
 JD0386
 JD0386  NGVD 29 (??/??/92)  283.88   (m)          931.4    (f) COMPUTED    1 2
 JD0386
 JD0386.Superseded values are not recommended for survey control.
 JD0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0386.See file dsdata.txt to determine how the superseded data were derived.
 JD0386
 JD0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC102788(NAD 83)
 JD0386_MARKER: DR = REFERENCE MARK DISK
 JD0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0386_STAMPING: D 11 Z NO 1 1962
 JD0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0386+STABILITY: SURFACE MOTION
 JD0386
 JD0386  HISTORY     - Date     Condition        Report By
 JD0386  HISTORY     - 1962     MONUMENTED       CGS
 JD0386  HISTORY     - 1963     GOOD             NGS
 JD0386
 JD0386                          STATION DESCRIPTION
 JD0386
 JD0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0386'1.2 MI SW FROM SYRACUSE.
 JD0386'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0386'STATION AT SYRACUSE, THENCE 0.9 MILE SOUTH ALONG COUNTY ROAD
 JD0386'D, 30.7 FEET WEST OF THE CENTERLINE OF THE ROAD, 101.0 FEET
 JD0386'NORTH OF R.M. 2, 64.4 FEET NORTHEAST OF THE STATION MARK, 1.0
 JD0386'FOOT WEST OF A TELEPHONE POLE, ABOUT 2 FEET ABOVE THE LEVEL OF
 JD0386'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JD0386'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0388 ***********************************************************************
 JD0388  DESIGNATION -  D 11 Z RM 2
 JD0388  PID         -  JD0388
 JD0388  STATE/COUNTY-  MO/MORGAN
 JD0388  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0388
 JD0388                         *CURRENT SURVEY CONTROL
 JD0388  ___________________________________________________________________
 JD0388* NAD 83(1986)-  38 39 29.     (N)    092 52 55.     (W)     SCALED    
 JD0388* NAVD 88     -       283.902  (meters)     931.44   (feet)  ADJUSTED  
 JD0388  ___________________________________________________________________
 JD0388  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0388  DYNAMIC HT  -         283.708 (meters)     930.80  (feet)  COMP
 JD0388  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 JD0388
 JD0388  VERT ORDER  -  FIRST     CLASS II
 JD0388
 JD0388.The horizontal coordinates were scaled from a topographic map and have
 JD0388.an estimated accuracy of +/- 6 seconds.
 JD0388
 JD0388.The orthometric height was determined by differential leveling
 JD0388.and adjusted by the National Geodetic Survey in June 1991..
 JD0388
 JD0388.The geoid height was determined by GEOID03.
 JD0388
 JD0388.The dynamic height is computed by dividing the NAVD 88
 JD0388.geopotential number by the normal gravity value computed on the
 JD0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0388.degrees latitude (g = 980.6199 gals.).
 JD0388
 JD0388.The modeled gravity was interpolated from observed gravity values.
 JD0388
 JD0388;                    North         East    Units  Estimated Accuracy
 JD0388;SPC MO C     -   313,540.      466,760.      MT  (+/- 180 meters Scaled)
 JD0388
 JD0388                          SUPERSEDED SURVEY CONTROL
 JD0388
 JD0388  NGVD 29 (??/??/92)  283.80   (m)          931.1    (f) COMPUTED    1 2
 JD0388
 JD0388.Superseded values are not recommended for survey control.
 JD0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0388.See file dsdata.txt to determine how the superseded data were derived.
 JD0388
 JD0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC102788(NAD 83)
 JD0388_MARKER: DR = REFERENCE MARK DISK
 JD0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0388_STAMPING: D 11 Z NO 2 1962
 JD0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0388+STABILITY: SURFACE MOTION
 JD0388
 JD0388  HISTORY     - Date     Condition        Report By
 JD0388  HISTORY     - 1962     MONUMENTED       CGS
 JD0388  HISTORY     - 1963     GOOD             NGS
 JD0388
 JD0388                          STATION DESCRIPTION
 JD0388
 JD0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0388'1.2 MI SW FROM SYRACUSE.
 JD0388'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0388'STATION AT SYRACUSE, THENCE 0.9 MILE SOUTH ALONG COUNTY ROAD D,
 JD0388'41.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 101.0 FEET SOUTH
 JD0388'OF R.M. 1, 45.3 FEET NORTH OF A POWER POLE BRACED BY A GUY
 JD0388'WIRE, 43.6 FEET SOUTHEAST OF THE STATION MARK, ABOUT LEVEL WITH
 JD0388'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 JD0388'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0546 ***********************************************************************
 HD0546  DESIGNATION -  D 110
 HD0546  PID         -  HD0546
 HD0546  STATE/COUNTY-  MO/DALLAS
 HD0546  USGS QUAD   -  BUFFALO (1980)
 HD0546
 HD0546                         *CURRENT SURVEY CONTROL
 HD0546  ___________________________________________________________________
 HD0546* NAD 83(1986)-  37 38 24.     (N)    093 06 15.     (W)     SCALED    
 HD0546* NAVD 88     -       361.208  (meters)    1185.06   (feet)  ADJUSTED  
 HD0546  ___________________________________________________________________
 HD0546  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HD0546  DYNAMIC HT  -         360.934 (meters)    1184.16  (feet)  COMP
 HD0546  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 HD0546
 HD0546  VERT ORDER  -  SECOND    CLASS 0
 HD0546
 HD0546.The horizontal coordinates were scaled from a topographic map and have
 HD0546.an estimated accuracy of +/- 6 seconds.
 HD0546
 HD0546.The orthometric height was determined by differential leveling
 HD0546.and adjusted by the National Geodetic Survey in June 1991..
 HD0546
 HD0546.The geoid height was determined by GEOID03.
 HD0546
 HD0546.The dynamic height is computed by dividing the NAVD 88
 HD0546.geopotential number by the normal gravity value computed on the
 HD0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0546.degrees latitude (g = 980.6199 gals.).
 HD0546
 HD0546.The modeled gravity was interpolated from observed gravity values.
 HD0546
 HD0546;                    North         East    Units  Estimated Accuracy
 HD0546;SPC MO C     -   200,650.      446,680.      MT  (+/- 180 meters Scaled)
 HD0546
 HD0546                          SUPERSEDED SURVEY CONTROL
 HD0546
 HD0546.No superseded survey control is available for this station.
 HD0546
 HD0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB908658(NAD 83)
 HD0546_MARKER: DB = BENCH MARK DISK
 HD0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0546_STAMPING: D 110 1935
 HD0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0546+STABILITY: SURFACE MOTION
 HD0546
 HD0546  HISTORY     - Date     Condition        Report By
 HD0546  HISTORY     - 1935     MONUMENTED       CGS
 HD0546  HISTORY     - 1949     POOR             NGS
 HD0546
 HD0546                          STATION DESCRIPTION
 HD0546
 HD0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HD0546'0.8 MI SW FROM BUFFALO.
 HD0546'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE COUNTY
 HD0546'COURTHOUSE AT BUFFALO, DALLAS COUNTY, 27 YARDS NORTHWEST OF
 HD0546'THE MAIN NORTHWEST CORNER OF THE TED JONES SERVICE STATION, 60
 HD0546'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF U.S. HIGHWAY
 HD0546'65, 14 FEET SOUTH OF THE EDGE OF THE PAVEMENT, 1-1/2 FEET
 HD0546'NORTH OF A POLE, AND ABOUT 3 INCHES LOWER THAN THE HIGHWAY.
 HD0546'A STANDARD DISK, STAMPED D 110 1935 AND SET IN THE TOP OF A
 HD0546'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE POST HAS BEEN
 HD0546'HIT AND KNOCKED SLIGHTLY OUT OF LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0435 ***********************************************************************
 HD0435  DESIGNATION -  D 111
 HD0435  PID         -  HD0435
 HD0435  STATE/COUNTY-  MO/LACLEDE
 HD0435  USGS QUAD   -  BENNETT SPRINGS (1982)
 HD0435
 HD0435                         *CURRENT SURVEY CONTROL
 HD0435  ___________________________________________________________________
 HD0435* NAD 83(1986)-  37 37 39.     (N)    092 47 08.     (W)     SCALED    
 HD0435* NAVD 88     -       349.055  (meters)    1145.19   (feet)  ADJUSTED  
 HD0435  ___________________________________________________________________
 HD0435  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HD0435  DYNAMIC HT  -         348.787 (meters)    1144.31  (feet)  COMP
 HD0435  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 HD0435
 HD0435  VERT ORDER  -  SECOND    CLASS 0
 HD0435
 HD0435.The horizontal coordinates were scaled from a topographic map and have
 HD0435.an estimated accuracy of +/- 6 seconds.
 HD0435
 HD0435.The orthometric height was determined by differential leveling
 HD0435.and adjusted by the National Geodetic Survey in June 1991..
 HD0435
 HD0435.The geoid height was determined by GEOID03.
 HD0435
 HD0435.The dynamic height is computed by dividing the NAVD 88
 HD0435.geopotential number by the normal gravity value computed on the
 HD0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0435.degrees latitude (g = 980.6199 gals.).
 HD0435
 HD0435.The modeled gravity was interpolated from observed gravity values.
 HD0435
 HD0435;                    North         East    Units  Estimated Accuracy
 HD0435;SPC MO C     -   199,130.      474,790.      MT  (+/- 180 meters Scaled)
 HD0435
 HD0435                          SUPERSEDED SURVEY CONTROL
 HD0435
 HD0435  NGVD 29 (??/??/92)  348.946  (m)         1144.83   (f) ADJ UNCH    2 0
 HD0435
 HD0435.Superseded values are not recommended for survey control.
 HD0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0435.See file dsdata.txt to determine how the superseded data were derived.
 HD0435
 HD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB189645(NAD 83)
 HD0435_MARKER: DB = BENCH MARK DISK
 HD0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0435_STAMPING: D 111 1935
 HD0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0435+STABILITY: SURFACE MOTION
 HD0435
 HD0435  HISTORY     - Date     Condition        Report By
 HD0435  HISTORY     - 1935     MONUMENTED       CGS
 HD0435
 HD0435                          STATION DESCRIPTION
 HD0435
 HD0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0435'7.6 MI E FROM LONG LANE.
 HD0435'IN LACLEDE COUNTY, 7.6 MILES EAST ALONG THE LEBANON ROAD FROM
 HD0435'THE BANK BUILDING AT LONG LANE, DALLAS COUNTY, AT A CURVE AT
 HD0435'THE FOOT OF A STEEP HILL, 25 FEET SOUTH OF THE CENTERLINE OF
 HD0435'THE HIGHWAY, 36 FEET WEST OF THE BANK OF A CREEK, AND 1-1/2 FEET
 HD0435'NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED D 111 1935
 HD0435'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0450 ***********************************************************************
 HD0450  DESIGNATION -  D 112
 HD0450  PID         -  HD0450
 HD0450  STATE/COUNTY-  MO/LACLEDE
 HD0450  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0450
 HD0450                         *CURRENT SURVEY CONTROL
 HD0450  ___________________________________________________________________
 HD0450* NAD 83(1986)-  37 30 05.     (N)    092 49 15.     (W)     SCALED    
 HD0450* NAVD 88     -       428.143  (meters)    1404.67   (feet)  ADJUSTED  
 HD0450  ___________________________________________________________________
 HD0450  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 HD0450  DYNAMIC HT  -         427.811 (meters)    1403.58  (feet)  COMP
 HD0450  MODELED GRAV-     979,841.8   (mgal)                       NAVD 88
 HD0450
 HD0450  VERT ORDER  -  SECOND    CLASS 0
 HD0450
 HD0450.The horizontal coordinates were scaled from a topographic map and have
 HD0450.an estimated accuracy of +/- 6 seconds.
 HD0450
 HD0450.The orthometric height was determined by differential leveling
 HD0450.and adjusted by the National Geodetic Survey in June 1991..
 HD0450
 HD0450.The geoid height was determined by GEOID03.
 HD0450
 HD0450.The dynamic height is computed by dividing the NAVD 88
 HD0450.geopotential number by the normal gravity value computed on the
 HD0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0450.degrees latitude (g = 980.6199 gals.).
 HD0450
 HD0450.The modeled gravity was interpolated from observed gravity values.
 HD0450
 HD0450;                    North         East    Units  Estimated Accuracy
 HD0450;SPC MO C     -   185,140.      471,630.      MT  (+/- 180 meters Scaled)
 HD0450
 HD0450                          SUPERSEDED SURVEY CONTROL
 HD0450
 HD0450  NGVD 29 (??/??/92)  428.021  (m)         1404.27   (f) ADJ UNCH    2 0
 HD0450
 HD0450.Superseded values are not recommended for survey control.
 HD0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0450.See file dsdata.txt to determine how the superseded data were derived.
 HD0450
 HD0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB158505(NAD 83)
 HD0450_MARKER: DB = BENCH MARK DISK
 HD0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0450_STAMPING: D 112 1935
 HD0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0450+STABILITY: SURFACE MOTION
 HD0450
 HD0450  HISTORY     - Date     Condition        Report By
 HD0450  HISTORY     - 1935     MONUMENTED       CGS
 HD0450  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0450  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0450
 HD0450                          STATION DESCRIPTION
 HD0450
 HD0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0450'AT CONWAY.
 HD0450'AT CONWAY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, 8 RAILS
 HD0450'SOUTH OF THE STATION, 3 POLES SOUTH OF POLE 198/15, 40 FEET
 HD0450'WEST OF A ROAD CROSSING AND 45 FEET SOUTH OF THE TRACK.  A
 HD0450'STANDARD DISK, STAMPED D 112 1935 AND SET IN THE TOP OF A
 HD0450'CONCRETE POST.
 HD0450
 HD0450                          STATION RECOVERY (1979)
 HD0450
 HD0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0450'MARK NOT FOUND.
 HD0450
 HD0450                          STATION RECOVERY (1979)
 HD0450
 HD0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0017 ***********************************************************************
 HD0017  DESIGNATION -  D 113
 HD0017  PID         -  HD0017
 HD0017  STATE/COUNTY-  MO/LACLEDE
 HD0017  USGS QUAD   -  WINNIPEG (1976)
 HD0017
 HD0017                         *CURRENT SURVEY CONTROL
 HD0017  ___________________________________________________________________
 HD0017* NAD 83(1986)-  37 32 12.     (N)    092 16 10.     (W)     SCALED    
 HD0017* NAVD 88     -       403.878  (meters)    1325.06   (feet)  ADJUSTED  
 HD0017  ___________________________________________________________________
 HD0017  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HD0017  DYNAMIC HT  -         403.558 (meters)    1324.01  (feet)  COMP
 HD0017  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 HD0017
 HD0017  VERT ORDER  -  SECOND    CLASS 0
 HD0017
 HD0017.The horizontal coordinates were scaled from a topographic map and have
 HD0017.an estimated accuracy of +/- 6 seconds.
 HD0017
 HD0017.The orthometric height was determined by differential leveling
 HD0017.and adjusted by the National Geodetic Survey in June 1991..
 HD0017
 HD0017.The geoid height was determined by GEOID03.
 HD0017
 HD0017.The dynamic height is computed by dividing the NAVD 88
 HD0017.geopotential number by the normal gravity value computed on the
 HD0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0017.degrees latitude (g = 980.6199 gals.).
 HD0017
 HD0017.The modeled gravity was interpolated from observed gravity values.
 HD0017
 HD0017;                    North         East    Units  Estimated Accuracy
 HD0017;SPC MO C     -   189,030.      520,380.      MT  (+/- 180 meters Scaled)
 HD0017
 HD0017                          SUPERSEDED SURVEY CONTROL
 HD0017
 HD0017  NGVD 29 (??/??/92)  403.766  (m)         1324.69   (f) ADJ UNCH    2 0
 HD0017
 HD0017.Superseded values are not recommended for survey control.
 HD0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0017.See file dsdata.txt to determine how the superseded data were derived.
 HD0017
 HD0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB645546(NAD 83)
 HD0017_MARKER: DB = BENCH MARK DISK
 HD0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0017_STAMPING: D 113 1935
 HD0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0017+STABILITY: SURFACE MOTION
 HD0017
 HD0017  HISTORY     - Date     Condition        Report By
 HD0017  HISTORY     - 1935     MONUMENTED       CGS
 HD0017
 HD0017                          STATION DESCRIPTION
 HD0017
 HD0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0017'4.8 MI NW FROM PLATO.
 HD0017'IN LACLEDE COUNTY, 4.8 MILES NORTHWEST ALONG OLD COUNTY ROAD D
 HD0017'FROM PLATO, TEXAS COUNTY, 0.2 MILE EAST OF A FARMHOUSE, AND 7
 HD0017'YARDS SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 HD0017'STAMPED D 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0155 ***********************************************************************
 HC0155  DESIGNATION -  D 114
 HC0155  PID         -  HC0155
 HC0155  STATE/COUNTY-  MO/REYNOLDS
 HC0155  USGS QUAD   -  GARWOOD (1985)
 HC0155
 HC0155                         *CURRENT SURVEY CONTROL
 HC0155  ___________________________________________________________________
 HC0155* NAD 83(1986)-  37 04 08.     (N)    090 53 16.     (W)     SCALED    
 HC0155* NAVD 88     -       267.429  (meters)     877.39   (feet)  POSTED    
 HC0155  ___________________________________________________________________
 HC0155  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HC0155  DYNAMIC HT  -         267.210 (meters)     876.67  (feet)  COMP
 HC0155  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 HC0155
 HC0155  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0155
 HC0155.The horizontal coordinates were scaled from a topographic map and have
 HC0155.an estimated accuracy of +/- 6 seconds.
 HC0155
 HC0155.The orthometric height was determined by differential leveling
 HC0155.and adjusted by the National Geodetic Survey in 1992..
 HC0155.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0155.rate of 0.0 thru 1.0 mm/km.
 HC0155
 HC0155.The geoid height was determined by GEOID03.
 HC0155
 HC0155.The dynamic height is computed by dividing the NAVD 88
 HC0155.geopotential number by the normal gravity value computed on the
 HC0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0155.degrees latitude (g = 980.6199 gals.).
 HC0155
 HC0155.The modeled gravity was interpolated from observed gravity values.
 HC0155
 HC0155;                    North         East    Units  Estimated Accuracy
 HC0155;SPC MO E     -   137,170.      215,520.      MT  (+/- 180 meters Scaled)
 HC0155
 HC0155                          SUPERSEDED SURVEY CONTROL
 HC0155
 HC0155  NGVD 29 (??/??/92)  267.382  (m)          877.24   (f) ADJ UNCH    2 0
 HC0155
 HC0155.Superseded values are not recommended for survey control.
 HC0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0155.See file dsdata.txt to determine how the superseded data were derived.
 HC0155
 HC0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB877046(NAD 83)
 HC0155_MARKER: DB = BENCH MARK DISK
 HC0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0155_STAMPING: D 114 1935
 HC0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0155+STABILITY: SURFACE MOTION
 HC0155
 HC0155  HISTORY     - Date     Condition        Report By
 HC0155  HISTORY     - 1935     MONUMENTED       CGS
 HC0155
 HC0155                          STATION DESCRIPTION
 HC0155
 HC0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0155'0.8 MI SW FROM GARWOOD.
 HC0155'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 34 FROM GARWOOD, REYNOLDS
 HC0155'COUNTY, 1.2 MILES EAST OF THE JUNCTION WITH STATE HIGHWAY 21,
 HC0155'120 YARDS SOUTH OF AN OLD HOUSE, 30 FEET SOUTH OF THE CENTERLINE
 HC0155'OF A CROSS ROAD, AND 10 FEET WEST OF THE CENTER OF A FARM GATE.
 HC0155'A STANDARD DISK, STAMPED D 114 1935 AND SET IN THE TOP OF A
 HC0155'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0530 ***********************************************************************
 HC0530  DESIGNATION -  D 115
 HC0530  PID         -  HC0530
 HC0530  STATE/COUNTY-  MO/REYNOLDS
 HC0530  USGS QUAD   -  CORRIDON (1985)
 HC0530
 HC0530                         *CURRENT SURVEY CONTROL
 HC0530  ___________________________________________________________________
 HC0530* NAD 83(1986)-  37 25 29.     (N)    091 06 42.     (W)     SCALED    
 HC0530* NAVD 88     -       371.516  (meters)    1218.88   (feet)  ADJUSTED  
 HC0530  ___________________________________________________________________
 HC0530  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 HC0530  DYNAMIC HT  -         371.219 (meters)    1217.91  (feet)  COMP
 HC0530  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 HC0530
 HC0530  VERT ORDER  -  SECOND    CLASS 0
 HC0530
 HC0530.The horizontal coordinates were scaled from a topographic map and have
 HC0530.an estimated accuracy of +/- 6 seconds.
 HC0530
 HC0530.The orthometric height was determined by differential leveling
 HC0530.and adjusted by the National Geodetic Survey in June 1991..
 HC0530
 HC0530.The geoid height was determined by GEOID03.
 HC0530
 HC0530.The dynamic height is computed by dividing the NAVD 88
 HC0530.geopotential number by the normal gravity value computed on the
 HC0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0530.degrees latitude (g = 980.6199 gals.).
 HC0530
 HC0530.The modeled gravity was interpolated from observed gravity values.
 HC0530
 HC0530;                    North         East    Units  Estimated Accuracy
 HC0530;SPC MO E     -   176,760.      195,860.      MT  (+/- 180 meters Scaled)
 HC0530
 HC0530                          SUPERSEDED SURVEY CONTROL
 HC0530
 HC0530  NGVD 29 (??/??/92)  371.480  (m)         1218.76   (f) ADJ UNCH    2 0
 HC0530
 HC0530.Superseded values are not recommended for survey control.
 HC0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0530.See file dsdata.txt to determine how the superseded data were derived.
 HC0530
 HC0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB670436(NAD 83)
 HC0530_MARKER: DB = BENCH MARK DISK
 HC0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0530_STAMPING: D 115 1935
 HC0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0530+STABILITY: SURFACE MOTION
 HC0530
 HC0530  HISTORY     - Date     Condition        Report By
 HC0530  HISTORY     - 1935     MONUMENTED       CGS
 HC0530
 HC0530                          STATION DESCRIPTION
 HC0530
 HC0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0530'2.8 MI NW FROM REYNOLDS.
 HC0530'2.8 MILES NORTHWEST ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0530'STATION AT REYNOLDS, REYNOLDS COUNTY, 6 FEET NORTH OF MILEPOST
 HC0530'47, 60 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 72, AND 30
 HC0530'FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 HC0530'STAMPED D 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0211 ***********************************************************************
 KD0211  DESIGNATION -  D 12
 KD0211  PID         -  KD0211
 KD0211  STATE/COUNTY-  MO/CHARITON
 KD0211  USGS QUAD   -  SALISBURY (1979)
 KD0211
 KD0211                         *CURRENT SURVEY CONTROL
 KD0211  ___________________________________________________________________
 KD0211* NAD 83(1986)-  39 22 46.     (N)    092 50 09.     (W)     SCALED    
 KD0211* NAVD 88     -       211.478  (meters)     693.82   (feet)  ADJUSTED  
 KD0211  ___________________________________________________________________
 KD0211  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KD0211  DYNAMIC HT  -         211.355 (meters)     693.42  (feet)  COMP
 KD0211  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 KD0211
 KD0211  VERT ORDER  -  FIRST     CLASS II
 KD0211
 KD0211.The horizontal coordinates were scaled from a topographic map and have
 KD0211.an estimated accuracy of +/- 6 seconds.
 KD0211
 KD0211.The orthometric height was determined by differential leveling
 KD0211.and adjusted by the National Geodetic Survey in June 1991..
 KD0211
 KD0211.The geoid height was determined by GEOID03.
 KD0211
 KD0211.The dynamic height is computed by dividing the NAVD 88
 KD0211.geopotential number by the normal gravity value computed on the
 KD0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0211.degrees latitude (g = 980.6199 gals.).
 KD0211
 KD0211.The modeled gravity was interpolated from observed gravity values.
 KD0211
 KD0211;                    North         East    Units  Estimated Accuracy
 KD0211;SPC MO C     -   393,610.      471,070.      MT  (+/- 180 meters Scaled)
 KD0211
 KD0211                          SUPERSEDED SURVEY CONTROL
 KD0211
 KD0211  NGVD 29 (??/??/92)  211.449  (m)          693.73   (f) ADJ UNCH    1 2
 KD0211
 KD0211.Superseded values are not recommended for survey control.
 KD0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0211.See file dsdata.txt to determine how the superseded data were derived.
 KD0211
 KD0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD141588(NAD 83)
 KD0211_MARKER: DB = BENCH MARK DISK
 KD0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0211_STAMPING: 693.368 D 12 1930
 KD0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0211+STABILITY: SURFACE MOTION
 KD0211
 KD0211  HISTORY     - Date     Condition        Report By
 KD0211  HISTORY     - 1930     MONUMENTED       CGS
 KD0211  HISTORY     - 1934     GOOD             NGS
 KD0211  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0211
 KD0211                          STATION DESCRIPTION
 KD0211
 KD0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KD0211'1.2 MI N FROM SHANNONDALE.
 KD0211'1-1/4 MILES NORTH ALONG THE ROUTE OF THE ABANDONED WABASH
 KD0211'RAILROAD FROM SHANNONDALE, CHARITON COUNTY, 0.6 MILE SOUTH OF
 KD0211'THE BENTLEY SCHOOLHOUSE, 400 FEET EAST OF A FARMHOUSE, AT A FARM
 KD0211'ROAD CROSSING, 23 FEET NORTHWEST OF THE CROSSING, 50 FEET WEST
 KD0211'OF THE MAIN ROAD, AND 15 FEET WEST OF THE TRACK BED.  A STANDARD
 KD0211'DISK, STAMPED 693.368 D 12 1930 AND SET IN THE TOP OF A CONCRETE
 KD0211'POST FLUSH WITH THE GROUND.
 KD0211
 KD0211                          STATION RECOVERY (1967)
 KD0211
 KD0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0317 ***********************************************************************
 KD0317  DESIGNATION -  D 120
 KD0317  PID         -  KD0317
 KD0317  STATE/COUNTY-  MO/LINN
 KD0317  USGS QUAD   -  BROOKFIELD (1984)
 KD0317
 KD0317                         *CURRENT SURVEY CONTROL
 KD0317  ___________________________________________________________________
 KD0317* NAD 83(1986)-  39 47 05.     (N)    093 04 28.     (W)     SCALED    
 KD0317* NAVD 88     -       232.001  (meters)     761.16   (feet)  ADJUSTED  
 KD0317  ___________________________________________________________________
 KD0317  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD0317  DYNAMIC HT  -         231.872 (meters)     760.73  (feet)  COMP
 KD0317  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KD0317
 KD0317  VERT ORDER  -  SECOND    CLASS 0
 KD0317
 KD0317.The horizontal coordinates were scaled from a topographic map and have
 KD0317.an estimated accuracy of +/- 6 seconds.
 KD0317
 KD0317.The orthometric height was determined by differential leveling
 KD0317.and adjusted by the National Geodetic Survey in June 1991..
 KD0317
 KD0317.The geoid height was determined by GEOID03.
 KD0317
 KD0317.The dynamic height is computed by dividing the NAVD 88
 KD0317.geopotential number by the normal gravity value computed on the
 KD0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0317.degrees latitude (g = 980.6199 gals.).
 KD0317
 KD0317.The modeled gravity was interpolated from observed gravity values.
 KD0317
 KD0317;                    North         East    Units  Estimated Accuracy
 KD0317;SPC MO C     -   438,710.      450,800.      MT  (+/- 180 meters Scaled)
 KD0317
 KD0317                          SUPERSEDED SURVEY CONTROL
 KD0317
 KD0317  NGVD 29 (??/??/92)  231.97   (m)          761.1    (f) COMPUTED    2 0
 KD0317
 KD0317.Superseded values are not recommended for survey control.
 KD0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0317.See file dsdata.txt to determine how the superseded data were derived.
 KD0317
 KD0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE936038(NAD 83)
 KD0317_MARKER: DB = BENCH MARK DISK
 KD0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0317+STABILITY: SURFACE MOTION
 KD0317
 KD0317  HISTORY     - Date     Condition        Report By
 KD0317  HISTORY     - UNK      MONUMENTED       CGS
 KD0317  HISTORY     - 1935     GOOD             NGS
 KD0317
 KD0317                          STATION DESCRIPTION
 KD0317
 KD0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0317'IN BROOKFIELD.
 KD0317'IN THE SOUTHEAST CORNER OF THE C.B. AND Q.R.R. STATION PARK.
 KD0317'58 FT. WEST OF THE CENTERLINE OF MAIN STREET.  30 FT. NORTH OF NORTH
 KD0317'RAIL OF MAIN TRACK.  3 RAILS EAST OF STATION.  MILEPOST 104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0318 ***********************************************************************
 KD0318  DESIGNATION -  D 120 RESET
 KD0318  PID         -  KD0318
 KD0318  STATE/COUNTY-  MO/LINN
 KD0318  USGS QUAD   -  BROOKFIELD (1984)
 KD0318
 KD0318                         *CURRENT SURVEY CONTROL
 KD0318  ___________________________________________________________________
 KD0318* NAD 83(1986)-  39 47 05.     (N)    093 04 29.     (W)     SCALED    
 KD0318* NAVD 88     -       229.51   (+/-2cm)     753.0    (feet)  VERTCON   
 KD0318  ___________________________________________________________________
 KD0318  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD0318
 KD0318  VERT ORDER  -  THIRD (See Below)
 KD0318
 KD0318.The horizontal coordinates were scaled from a topographic map and have
 KD0318.an estimated accuracy of +/- 6 seconds.
 KD0318
 KD0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD0318.The vertical order pertains to the NGVD 29 superseded value.
 KD0318
 KD0318.The geoid height was determined by GEOID03.
 KD0318
 KD0318;                    North         East    Units  Estimated Accuracy
 KD0318;SPC MO C     -   438,710.      450,770.      MT  (+/- 180 meters Scaled)
 KD0318
 KD0318                          SUPERSEDED SURVEY CONTROL
 KD0318
 KD0318  NGVD 29 (??/??/??)  229.48   (m)          752.9    (f) RESET       3  
 KD0318
 KD0318.Superseded values are not recommended for survey control.
 KD0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0318.See file dsdata.txt to determine how the superseded data were derived.
 KD0318
 KD0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE936038(NAD 83)
 KD0318_MARKER: DB = BENCH MARK DISK
 KD0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0318_SP_SET: BRIDGE
 KD0318_STAMPING: D 120 RESET 1941
 KD0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0318+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 KD0318
 KD0318  HISTORY     - Date     Condition        Report By
 KD0318  HISTORY     - 1941     MONUMENTED       CGS
 KD0318  HISTORY     - 1967     GOOD             NGS
 KD0318  HISTORY     - 20030520 GOOD             USGS
 KD0318
 KD0318                          STATION DESCRIPTION
 KD0318
 KD0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KD0318'IN BROOKFIELD.
 KD0318'AT BROOKFIELD, LINN COUNTY, 3 RAILS EAST OF THE CHICAGO,
 KD0318'BURLINGTON AND QUINCY RAILROAD STATION, AT THE BRIDGE OVER MAIN
 KD0318'STREET, IN THE TOP OF THE NORTH END OF THE NORTHWEST WING WALL,
 KD0318'AND 38 FEET WEST OF THE CENTERLINE OF MAIN STREET.  A STANDARD
 KD0318'DISK, STAMPED D 120 RESET 1941.
 KD0318
 KD0318                          STATION RECOVERY (1967)
 KD0318
 KD0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0318'RECOVERED IN GOOD CONDITION.
 KD0318
 KD0318                          STATION RECOVERY (2003)
 KD0318
 KD0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (MSM)
 KD0318'STATION IS SUITIBLE FOR GPS OBSERVATION WITH ROVER, BUT NOT
 KD0318'RECOMMENDED FOR USE AS BASE STATION DUE TO BEING LOCATED ABOVE GROUND
 KD0318'LEVEL ON WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0115 ***********************************************************************
 LE0115  DESIGNATION -  D 121
 LE0115  PID         -  LE0115
 LE0115  STATE/COUNTY-  MO/ADAIR
 LE0115  USGS QUAD   -  LA PLATA (1966)
 LE0115
 LE0115                         *CURRENT SURVEY CONTROL
 LE0115  ___________________________________________________________________
 LE0115* NAD 83(1986)-  40 05 39.     (N)    092 25 03.     (W)     SCALED    
 LE0115* NAVD 88     -       273.029  (meters)     895.76   (feet)  ADJUSTED  
 LE0115  ___________________________________________________________________
 LE0115  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LE0115  DYNAMIC HT  -         272.882 (meters)     895.28  (feet)  COMP
 LE0115  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 LE0115
 LE0115  VERT ORDER  -  SECOND    CLASS 0
 LE0115
 LE0115.The horizontal coordinates were scaled from a topographic map and have
 LE0115.an estimated accuracy of +/- 6 seconds.
 LE0115
 LE0115.The orthometric height was determined by differential leveling
 LE0115.and adjusted by the National Geodetic Survey in June 1991..
 LE0115
 LE0115.The geoid height was determined by GEOID03.
 LE0115
 LE0115.The dynamic height is computed by dividing the NAVD 88
 LE0115.geopotential number by the normal gravity value computed on the
 LE0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0115.degrees latitude (g = 980.6199 gals.).
 LE0115
 LE0115.The modeled gravity was interpolated from observed gravity values.
 LE0115
 LE0115;                    North         East    Units  Estimated Accuracy
 LE0115;SPC MO C     -   472,910.      507,040.      MT  (+/- 180 meters Scaled)
 LE0115
 LE0115                          SUPERSEDED SURVEY CONTROL
 LE0115
 LE0115  NGVD 29 (??/??/92)  273.040  (m)          895.80   (f) ADJ UNCH    2 0
 LE0115
 LE0115.Superseded values are not recommended for survey control.
 LE0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0115.See file dsdata.txt to determine how the superseded data were derived.
 LE0115
 LE0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE496383(NAD 83)
 LE0115_MARKER: DB = BENCH MARK DISK
 LE0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0115_STAMPING: D 121 1935
 LE0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0115+STABILITY: SURFACE MOTION
 LE0115
 LE0115  HISTORY     - Date     Condition        Report By
 LE0115  HISTORY     - 1935     MONUMENTED       CGS
 LE0115  HISTORY     - 1963     MARK NOT FOUND   USGS
 LE0115
 LE0115                          STATION DESCRIPTION
 LE0115
 LE0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0115'AT GIBBS.
 LE0115'AT GIBBS, ADAIR COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 LE0115'RAILWAY, 52 FEET WEST OF THE STATION, AT MILEAGE 306.4, 30 FEET
 LE0115'WEST OF THE WEST RAIL, 12 FEET SOUTH OF A GRAVEL WALK, AND 4
 LE0115'FEET NORTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED D 121
 LE0115'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0115
 LE0115                          STATION RECOVERY (1963)
 LE0115
 LE0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0136 ***********************************************************************
 KD0136  DESIGNATION -  D 123
 KD0136  PID         -  KD0136
 KD0136  STATE/COUNTY-  MO/CHARITON
 KD0136  USGS QUAD   -  CLIFTON HILL (1979)
 KD0136
 KD0136                         *CURRENT SURVEY CONTROL
 KD0136  ___________________________________________________________________
 KD0136* NAD 83(1986)-  39 25 35.     (N)    092 43 01.     (W)     SCALED    
 KD0136* NAVD 88     -       205.405  (meters)     673.90   (feet)  ADJUSTED  
 KD0136  ___________________________________________________________________
 KD0136  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KD0136  DYNAMIC HT  -         205.287 (meters)     673.51  (feet)  COMP
 KD0136  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 KD0136
 KD0136  VERT ORDER  -  SECOND    CLASS 0
 KD0136
 KD0136.The horizontal coordinates were scaled from a topographic map and have
 KD0136.an estimated accuracy of +/- 6 seconds.
 KD0136
 KD0136.The orthometric height was determined by differential leveling
 KD0136.and adjusted by the National Geodetic Survey in June 1991..
 KD0136
 KD0136.The geoid height was determined by GEOID03.
 KD0136
 KD0136.The dynamic height is computed by dividing the NAVD 88
 KD0136.geopotential number by the normal gravity value computed on the
 KD0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0136.degrees latitude (g = 980.6199 gals.).
 KD0136
 KD0136.The modeled gravity was interpolated from observed gravity values.
 KD0136
 KD0136;                    North         East    Units  Estimated Accuracy
 KD0136;SPC MO C     -   398,790.      481,320.      MT  (+/- 180 meters Scaled)
 KD0136
 KD0136                          SUPERSEDED SURVEY CONTROL
 KD0136
 KD0136  NGVD 29 (??/??/92)  205.392  (m)          673.86   (f) ADJ UNCH    2 0
 KD0136
 KD0136.Superseded values are not recommended for survey control.
 KD0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0136.See file dsdata.txt to determine how the superseded data were derived.
 KD0136
 KD0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD243641(NAD 83)
 KD0136_MARKER: DB = BENCH MARK DISK
 KD0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0136_STAMPING: D 123 1935
 KD0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0136+STABILITY: SURFACE MOTION
 KD0136
 KD0136  HISTORY     - Date     Condition        Report By
 KD0136  HISTORY     - 1935     MONUMENTED       CGS
 KD0136
 KD0136                          STATION DESCRIPTION
 KD0136
 KD0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0136'2.9 MI W FROM CLIFTON HILL.
 KD0136'IN CHARITON COUNTY, 2.9 MILES WEST ALONG THE WABASH RAILWAY FROM
 KD0136'THE STATION AT CLIFTON HILL, RANDOLPH COUNTY, AT MILEAGE 112.5
 KD0136'12 RAILS WEST OF CULVERT 442, 38 FEET NORTH OF THE CENTERLINE OF
 KD0136'THE TRACK, AND ON A FENCE LINE.  A STANDARD DISK, STAMPED D 123
 KD0136'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0092 ***********************************************************************
 KD0092  DESIGNATION -  D 124
 KD0092  PID         -  KD0092
 KD0092  STATE/COUNTY-  MO/BOONE
 KD0092  USGS QUAD   -  CENTRALIA (1979)
 KD0092
 KD0092                         *CURRENT SURVEY CONTROL
 KD0092  ___________________________________________________________________
 KD0092* NAD 83(1986)-  39 11 26.     (N)    092 08 38.     (W)     SCALED    
 KD0092* NAVD 88     -       272.353  (meters)     893.54   (feet)  ADJUSTED  
 KD0092  ___________________________________________________________________
 KD0092  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0092  DYNAMIC HT  -         272.183 (meters)     892.99  (feet)  COMP
 KD0092  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 KD0092
 KD0092  VERT ORDER  -  SECOND    CLASS 0
 KD0092
 KD0092.The horizontal coordinates were scaled from a topographic map and have
 KD0092.an estimated accuracy of +/- 6 seconds.
 KD0092
 KD0092.The orthometric height was determined by differential leveling
 KD0092.and adjusted by the National Geodetic Survey in June 1991..
 KD0092
 KD0092.The geoid height was determined by GEOID03.
 KD0092
 KD0092.The dynamic height is computed by dividing the NAVD 88
 KD0092.geopotential number by the normal gravity value computed on the
 KD0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0092.degrees latitude (g = 980.6199 gals.).
 KD0092
 KD0092.The modeled gravity was interpolated from observed gravity values.
 KD0092
 KD0092;                    North         East    Units  Estimated Accuracy
 KD0092;SPC MO C     -   372,650.      530,760.      MT  (+/- 180 meters Scaled)
 KD0092
 KD0092                          SUPERSEDED SURVEY CONTROL
 KD0092
 KD0092  NGVD 29 (??/??/92)  272.342  (m)          893.51   (f) ADJ UNCH    2 0
 KD0092
 KD0092.Superseded values are not recommended for survey control.
 KD0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0092.See file dsdata.txt to determine how the superseded data were derived.
 KD0092
 KD0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD739382(NAD 83)
 KD0092_MARKER: DB = BENCH MARK DISK
 KD0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0092_STAMPING: D 124 1935
 KD0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0092+STABILITY: SURFACE MOTION
 KD0092
 KD0092  HISTORY     - Date     Condition        Report By
 KD0092  HISTORY     - 1935     MONUMENTED       CGS
 KD0092  HISTORY     - 1938     GOOD             NGS
 KD0092
 KD0092                          STATION DESCRIPTION
 KD0092
 KD0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KD0092'1.8 MI N FROM CENTRALIA.
 KD0092'1.8 MILES SOUTH ALONG THE WABASH RAILWAY FROM THE STATION AT
 KD0092'CENTRALIA, AT MILEPOST 20, 47 FEET WEST OF THE CENTERLINE
 KD0092'OF THE TRACK, AND 1 FOOT EAST OF THE FENCE.  A STANDARD DISK,
 KD0092'STAMPED D 124 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0406 ***********************************************************************
 JD0406  DESIGNATION -  D 125
 JD0406  PID         -  JD0406
 JD0406  STATE/COUNTY-  MO/HOWARD
 JD0406  USGS QUAD   -  BOONVILLE (1979)
 JD0406
 JD0406                         *CURRENT SURVEY CONTROL
 JD0406  ___________________________________________________________________
 JD0406* NAD 83(1986)-  38 59 29.     (N)    092 38 03.     (W)     SCALED    
 JD0406* NAVD 88     -       178.377  (meters)     585.23   (feet)  ADJUSTED  
 JD0406  ___________________________________________________________________
 JD0406  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JD0406  DYNAMIC HT  -         178.262 (meters)     584.85  (feet)  COMP
 JD0406  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JD0406
 JD0406  VERT ORDER  -  SECOND    CLASS 0
 JD0406
 JD0406.The horizontal coordinates were scaled from a topographic map and have
 JD0406.an estimated accuracy of +/- 6 seconds.
 JD0406
 JD0406.The orthometric height was determined by differential leveling
 JD0406.and adjusted by the National Geodetic Survey in June 1991..
 JD0406
 JD0406.The geoid height was determined by GEOID03.
 JD0406
 JD0406.The dynamic height is computed by dividing the NAVD 88
 JD0406.geopotential number by the normal gravity value computed on the
 JD0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0406.degrees latitude (g = 980.6199 gals.).
 JD0406
 JD0406.The modeled gravity was interpolated from observed gravity values.
 JD0406
 JD0406;                    North         East    Units  Estimated Accuracy
 JD0406;SPC MO C     -   350,480.      488,380.      MT  (+/- 180 meters Scaled)
 JD0406
 JD0406                          SUPERSEDED SURVEY CONTROL
 JD0406
 JD0406  NGVD 29 (??/??/92)  178.347  (m)          585.13   (f) ADJ UNCH    2 0
 JD0406
 JD0406.Superseded values are not recommended for survey control.
 JD0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0406.See file dsdata.txt to determine how the superseded data were derived.
 JD0406
 JD0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD316158(NAD 83)
 JD0406_MARKER: DB = BENCH MARK DISK
 JD0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0406_STAMPING: D 125 1935
 JD0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0406+STABILITY: SURFACE MOTION
 JD0406
 JD0406  HISTORY     - Date     Condition        Report By
 JD0406  HISTORY     - 1935     MONUMENTED       CGS
 JD0406
 JD0406                          STATION DESCRIPTION
 JD0406
 JD0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0406'7.4 MI E FROM BOONVILLE.
 JD0406'7.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE COUNTY COURTHOUSE
 JD0406'AT BOONVILLE, COOPER COUNTY, AT THE NORTHEAST CORNER OF A
 JD0406'SCHOOLYARD, AT THE JUNCTION OF A SCHOOL DRIVEWAY, 36 FEET SOUTH
 JD0406'OF THE CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTERLINE
 JD0406'OF THE DRIVE, AND 6 FEET SOUTH OF A 5-FOOT OAK TREE.  A STANDARD
 JD0406'DISK, STAMPED D 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0757 ***********************************************************************
 HD0757  DESIGNATION -  D 126
 HD0757  PID         -  HD0757
 HD0757  STATE/COUNTY-  MO/DADE
 HD0757  USGS QUAD   -  GREENFIELD (1981)
 HD0757
 HD0757                         *CURRENT SURVEY CONTROL
 HD0757  ___________________________________________________________________
 HD0757* NAD 83(1986)-  37 22 30.     (N)    093 50 23.     (W)     SCALED    
 HD0757* NAVD 88     -       287.507  (meters)     943.26   (feet)  ADJUSTED  
 HD0757  ___________________________________________________________________
 HD0757  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HD0757  DYNAMIC HT  -         287.277 (meters)     942.51  (feet)  COMP
 HD0757  MODELED GRAV-     979,825.1   (mgal)                       NAVD 88
 HD0757
 HD0757  VERT ORDER  -  SECOND    CLASS 0
 HD0757
 HD0757.The horizontal coordinates were scaled from a topographic map and have
 HD0757.an estimated accuracy of +/- 6 seconds.
 HD0757
 HD0757.The orthometric height was determined by differential leveling
 HD0757.and adjusted by the National Geodetic Survey in June 1991..
 HD0757
 HD0757.The geoid height was determined by GEOID03.
 HD0757
 HD0757.The dynamic height is computed by dividing the NAVD 88
 HD0757.geopotential number by the normal gravity value computed on the
 HD0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0757.degrees latitude (g = 980.6199 gals.).
 HD0757
 HD0757.The modeled gravity was interpolated from observed gravity values.
 HD0757
 HD0757;                    North         East    Units  Estimated Accuracy
 HD0757;SPC MO W     -   134,290.      908,480.      MT  (+/- 180 meters Scaled)
 HD0757
 HD0757                          SUPERSEDED SURVEY CONTROL
 HD0757
 HD0757  NGVD 29 (??/??/92)  287.368  (m)          942.81   (f) ADJ UNCH    2 0
 HD0757
 HD0757.Superseded values are not recommended for survey control.
 HD0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0757.See file dsdata.txt to determine how the superseded data were derived.
 HD0757
 HD0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB256368(NAD 83)
 HD0757_MARKER: DB = BENCH MARK DISK
 HD0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0757_STAMPING: D 126 1935
 HD0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0757+STABILITY: SURFACE MOTION
 HD0757
 HD0757  HISTORY     - Date     Condition        Report By
 HD0757  HISTORY     - 1935     MONUMENTED       CGS
 HD0757  HISTORY     - 1945     GOOD             NGS
 HD0757
 HD0757                          STATION DESCRIPTION
 HD0757
 HD0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HD0757'AT SOUTH GREENFIELD.
 HD0757'AT SOUTH GREENFIELD, DADE COUNTY, ON THE ST. LOUIS-SAN
 HD0757'FRANCISCO RAILWAY, 26 YARDS EAST ACROSS THE TRACK FROM THE
 HD0757'STATION, 7 YARDS SOUTH OF A SEMAPHORE, AND 16 YARDS EAST OF THE
 HD0757'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 126
 HD0757'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0304 ***********************************************************************
 HC0304  DESIGNATION -  D 128
 HC0304  PID         -  HC0304
 HC0304  STATE/COUNTY-  MO/WASHINGTON
 HC0304  USGS QUAD   -  POTOSI (1982)
 HC0304
 HC0304                         *CURRENT SURVEY CONTROL
 HC0304  ___________________________________________________________________
 HC0304* NAD 83(1986)-  37 55 48.     (N)    090 50 56.     (W)     SCALED    
 HC0304* NAVD 88     -       299.837  (meters)     983.72   (feet)  ADJUSTED  
 HC0304  ___________________________________________________________________
 HC0304  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HC0304  DYNAMIC HT  -         299.622 (meters)     983.01  (feet)  COMP
 HC0304  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 HC0304
 HC0304  VERT ORDER  -  SECOND    CLASS 0
 HC0304
 HC0304.The horizontal coordinates were scaled from a topographic map and have
 HC0304.an estimated accuracy of +/- 6 seconds.
 HC0304
 HC0304.The orthometric height was determined by differential leveling
 HC0304.and adjusted by the National Geodetic Survey in June 1991..
 HC0304
 HC0304.The geoid height was determined by GEOID03.
 HC0304
 HC0304.The dynamic height is computed by dividing the NAVD 88
 HC0304.geopotential number by the normal gravity value computed on the
 HC0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0304.degrees latitude (g = 980.6199 gals.).
 HC0304
 HC0304.The modeled gravity was interpolated from observed gravity values.
 HC0304
 HC0304;                    North         East    Units  Estimated Accuracy
 HC0304;SPC MO E     -   232,720.      219,330.      MT  (+/- 180 meters Scaled)
 HC0304
 HC0304                          SUPERSEDED SURVEY CONTROL
 HC0304
 HC0304  NGVD 29 (??/??/92)  299.863  (m)          983.80   (f) ADJ UNCH    2 0
 HC0304
 HC0304.Superseded values are not recommended for survey control.
 HC0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0304.See file dsdata.txt to determine how the superseded data were derived.
 HC0304
 HC0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC890002(NAD 83)
 HC0304_MARKER: DB = BENCH MARK DISK
 HC0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0304_STAMPING: D 128 1935
 HC0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0304+STABILITY: SURFACE MOTION
 HC0304
 HC0304  HISTORY     - Date     Condition        Report By
 HC0304  HISTORY     - 1935     MONUMENTED       CGS
 HC0304  HISTORY     - 1957     GOOD             NGS
 HC0304
 HC0304                          STATION DESCRIPTION
 HC0304
 HC0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HC0304'3.8 MI W FROM POTOSI.
 HC0304'3.8 MILES WEST ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 HC0304'AT POTOSI, WASHINGTON COUNTY, 4.5 MILES EAST OF THE GENERAL STORE
 HC0304'AT SHIRLEY, 0.1 MILE WEST OF THE JUNCTION OF A ROAD LEADING
 HC0304'NORTH, AT THE SOUTHWEST END OF A CURVE TO THE SOUTHWEST, 50
 HC0304'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 FOOT WEST
 HC0304'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 128
 HC0304'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 HC0304'ABOVE GROUND.  NOTE-- THE REFERENCE POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0305 ***********************************************************************
 HC0305  DESIGNATION -  D 128 RESET
 HC0305  PID         -  HC0305
 HC0305  STATE/COUNTY-  MO/WASHINGTON
 HC0305  USGS QUAD   -  POTOSI (1982)
 HC0305
 HC0305                         *CURRENT SURVEY CONTROL
 HC0305  ___________________________________________________________________
 HC0305* NAD 83(1986)-  37 55 47.     (N)    090 50 56.     (W)     SCALED    
 HC0305* NAVD 88     -       300.82   (meters)     986.9    (feet)  RESET     
 HC0305  ___________________________________________________________________
 HC0305  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HC0305
 HC0305  VERT ORDER  -  THIRD
 HC0305
 HC0305.The horizontal coordinates were scaled from a topographic map and have
 HC0305.an estimated accuracy of +/- 6 seconds.
 HC0305
 HC0305.The orthometric height was computed from unverified reset data.
 HC0305
 HC0305.The geoid height was determined by GEOID03.
 HC0305
 HC0305;                    North         East    Units  Estimated Accuracy
 HC0305;SPC MO E     -   232,690.      219,330.      MT  (+/- 180 meters Scaled)
 HC0305
 HC0305                          SUPERSEDED SURVEY CONTROL
 HC0305
 HC0305.No superseded survey control is available for this station.
 HC0305
 HC0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC890002(NAD 83)
 HC0305_MARKER: DB = BENCH MARK DISK
 HC0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0305_STAMPING: D 128 1935 RESET 1957
 HC0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0305+STABILITY: SURFACE MOTION
 HC0305
 HC0305  HISTORY     - Date     Condition        Report By
 HC0305  HISTORY     - 1957     MONUMENTED       CGS
 HC0305  HISTORY     - 1958     GOOD             USGS
 HC0305
 HC0305                          STATION DESCRIPTION
 HC0305
 HC0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HC0305'3.8 MI W FROM POTOSI.
 HC0305'3.8 MILES WEST ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 HC0305'AT POTOSI, WASHINGTON COUNTY, 4.5 MILES EAST OF THE GENERAL STORE
 HC0305'IN SHIRLEY, 0.1 MILE WEST OF THE JUNCTION OF A ROAD LEADING
 HC0305'NORTH, AT A CURVE IN THE HIGHWAY, 91 FEET SOUTH-SOUTHWEST OF THE
 HC0305'SOUTHWEST CORNER OF THE A.J. CURTIS HOUSE, 63 FEET NORTH OF THE
 HC0305'CENTER OF STATE HIGHWAY 8, 22 FEET NORTH OF A SOUTHWEST FENCE
 HC0305'CORNER AROUND YARD, 16 FEET EAST OF THE CENTER OF DRIVEWAY, AND
 HC0305'1 FOOT WEST OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 HC0305'IS STAMPED D 128 1935 RESET 1957.
 HC0305
 HC0305                          STATION RECOVERY (1958)
 HC0305
 HC0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HC0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0434 ***********************************************************************
 JC0434  DESIGNATION -  D 129
 JC0434  PID         -  JC0434
 JC0434  STATE/COUNTY-  MO/JEFFERSON
 JC0434  USGS QUAD   -  DE SOTO (1981)
 JC0434
 JC0434                         *CURRENT SURVEY CONTROL
 JC0434  ___________________________________________________________________
 JC0434* NAD 83(1986)-  38 10 41.     (N)    090 31 34.     (W)     SCALED    
 JC0434* NAVD 88     -       142.739  (meters)     468.30   (feet)  ADJUSTED  
 JC0434  ___________________________________________________________________
 JC0434  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 JC0434  DYNAMIC HT  -         142.644 (meters)     467.99  (feet)  COMP
 JC0434  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 JC0434
 JC0434  VERT ORDER  -  SECOND    CLASS 0
 JC0434
 JC0434.The horizontal coordinates were scaled from a topographic map and have
 JC0434.an estimated accuracy of +/- 6 seconds.
 JC0434
 JC0434.The orthometric height was determined by differential leveling
 JC0434.and adjusted by the National Geodetic Survey in June 1991..
 JC0434
 JC0434.The geoid height was determined by GEOID03.
 JC0434
 JC0434.The dynamic height is computed by dividing the NAVD 88
 JC0434.geopotential number by the normal gravity value computed on the
 JC0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0434.degrees latitude (g = 980.6199 gals.).
 JC0434
 JC0434.The modeled gravity was interpolated from observed gravity values.
 JC0434
 JC0434;                    North         East    Units  Estimated Accuracy
 JC0434;SPC MO E     -   260,200.      247,710.      MT  (+/- 180 meters Scaled)
 JC0434
 JC0434                          SUPERSEDED SURVEY CONTROL
 JC0434
 JC0434  NGVD 29 (??/??/92)  142.831  (m)          468.60   (f) ADJ UNCH    2 0
 JC0434
 JC0434.Superseded values are not recommended for survey control.
 JC0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0434.See file dsdata.txt to determine how the superseded data were derived.
 JC0434
 JC0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC166284(NAD 83)
 JC0434_MARKER: DB = BENCH MARK DISK
 JC0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0434_STAMPING: D 129 1935
 JC0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0434+STABILITY: SURFACE MOTION
 JC0434
 JC0434  HISTORY     - Date     Condition        Report By
 JC0434  HISTORY     - 1935     MONUMENTED       CGS
 JC0434  HISTORY     - 1945     GOOD             NGS
 JC0434  HISTORY     - 1976     MARK NOT FOUND   USGS
 JC0434
 JC0434                          STATION DESCRIPTION
 JC0434
 JC0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JC0434'AT VICTORIA.
 JC0434'AT VICTORIA, JEFFERSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 JC0434'5 RAILS NORTH OF THE NORTH SIDE OF THE STATION, AT A ROAD
 JC0434'CROSSING, 50 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 31
 JC0434'FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 JC0434'STAMPED D 129 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JC0434
 JC0434                          STATION RECOVERY (1976)
 JC0434
 JC0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JC0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0987 ***********************************************************************
 HB0987  DESIGNATION -  D 13
 HB0987  PID         -  HB0987
 HB0987  STATE/COUNTY-  MO/SCOTT
 HB0987  USGS QUAD   -  SCOTT CITY (1993)
 HB0987
 HB0987                         *CURRENT SURVEY CONTROL
 HB0987  ___________________________________________________________________
 HB0987* NAD 83(1986)-  37 13 38.     (N)    089 30 30.     (W)     SCALED    
 HB0987* NAVD 88     -       126.647  (meters)     415.51   (feet)  ADJUSTED  
 HB0987  ___________________________________________________________________
 HB0987  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB0987  DYNAMIC HT  -         126.555 (meters)     415.21  (feet)  COMP
 HB0987  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 HB0987
 HB0987  VERT ORDER  -  FIRST     CLASS II
 HB0987
 HB0987.The horizontal coordinates were scaled from a topographic map and have
 HB0987.an estimated accuracy of +/- 6 seconds.
 HB0987
 HB0987.The orthometric height was determined by differential leveling
 HB0987.and adjusted by the National Geodetic Survey in June 1991..
 HB0987
 HB0987.The geoid height was determined by GEOID03.
 HB0987
 HB0987.The dynamic height is computed by dividing the NAVD 88
 HB0987.geopotential number by the normal gravity value computed on the
 HB0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0987.degrees latitude (g = 980.6199 gals.).
 HB0987
 HB0987.The modeled gravity was interpolated from observed gravity values.
 HB0987
 HB0987;                    North         East    Units  Estimated Accuracy
 HB0987;SPC MO E     -   155,130.      338,000.      MT  (+/- 180 meters Scaled)
 HB0987
 HB0987                          SUPERSEDED SURVEY CONTROL
 HB0987
 HB0987  NGVD 29 (??/??/??)  126.475  (m)          414.94   (f) ADJUSTED    1 2
 HB0987
 HB0987.Superseded values are not recommended for survey control.
 HB0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0987.See file dsdata.txt to determine how the superseded data were derived.
 HB0987
 HB0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG774230(NAD 83)
 HB0987_MARKER: DB = BENCH MARK DISK
 HB0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0987+STABILITY: SURFACE MOTION
 HB0987
 HB0987  HISTORY     - Date     Condition        Report By
 HB0987  HISTORY     - 1932     MONUMENTED       CGS
 HB0987  HISTORY     - 1935     GOOD             CGS
 HB0987
 HB0987                          STATION DESCRIPTION
 HB0987
 HB0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0987'0.6 MI N FROM ILLMO.
 HB0987'0.6 MILE NORTH ALONG THE OLD ROADBED OF THE ABANDONED ST. LOUIS
 HB0987'SOUTHWESTERN RAILWAY FROM THE STATION AT ILLMO, SCOTT COUNTY,
 HB0987'0.1 MILE NORTH OF THE FIRST ROAD CROSSING NORTHWEST OF MISSOURI
 HB0987'PACIFIC RAILROAD MILEPOST 134, JUST WEST OF THE ABANDONED ROADBED
 HB0987'(USED AS A WAGON ROAD), 99 FEET EAST OF THE NORTHEAST CORNER OF
 HB0987'THE FORMER ST. LOUIS SAN FRANCISCO RAILWAY STATION (OCCUPIED AS
 HB0987'A RESIDENCE IN 1934), 65 FEET SOUTH OF THE SOUTHEAST CORNER OF
 HB0987'THE OLD FOUNDATION, AND 1.5 FEET WEST OF THE CONCRETE CURB.  A
 HB0987'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 HB0987'INCHES ABOVE GROUND.  NOTE-- IN NOVEMBER 1934 IT WAS REPORTED
 HB0987'THAT THE OUTER EDGES OF THIS DISK HAVE BEEN CUT AWAY, BUT THAT
 HB0987'THE HORIZONTAL FURROW IN THE CENTER IS INTACT AND ITS ELEVATION
 HB0987'APPARENTLY UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0416 ***********************************************************************
 HC0416  DESIGNATION -  D 130
 HC0416  PID         -  HC0416
 HC0416  STATE/COUNTY-  MO/IRON
 HC0416  USGS QUAD   -  IRONTON (1968)
 HC0416
 HC0416                         *CURRENT SURVEY CONTROL
 HC0416  ___________________________________________________________________
 HC0416* NAD 83(1986)-  37 31 51.     (N)    090 41 12.     (W)     SCALED    
 HC0416* NAVD 88     -       292.304  (meters)     959.00   (feet)  ADJUSTED  
 HC0416  ___________________________________________________________________
 HC0416  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 HC0416  DYNAMIC HT  -         292.084 (meters)     958.28  (feet)  COMP
 HC0416  MODELED GRAV-     979,867.0   (mgal)                       NAVD 88
 HC0416
 HC0416  VERT ORDER  -  SECOND    CLASS 0
 HC0416
 HC0416.The horizontal coordinates were scaled from a topographic map and have
 HC0416.an estimated accuracy of +/- 6 seconds.
 HC0416
 HC0416.The orthometric height was determined by differential leveling
 HC0416.and adjusted by the National Geodetic Survey in June 1991..
 HC0416
 HC0416.The geoid height was determined by GEOID03.
 HC0416
 HC0416.The dynamic height is computed by dividing the NAVD 88
 HC0416.geopotential number by the normal gravity value computed on the
 HC0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0416.degrees latitude (g = 980.6199 gals.).
 HC0416
 HC0416.The modeled gravity was interpolated from observed gravity values.
 HC0416
 HC0416;                    North         East    Units  Estimated Accuracy
 HC0416;SPC MO E     -   188,380.      233,500.      MT  (+/- 180 meters Scaled)
 HC0416
 HC0416                          SUPERSEDED SURVEY CONTROL
 HC0416
 HC0416  NGVD 29 (??/??/92)  292.293  (m)          958.96   (f) ADJ UNCH    2 0
 HC0416
 HC0416.Superseded values are not recommended for survey control.
 HC0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0416.See file dsdata.txt to determine how the superseded data were derived.
 HC0416
 HC0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB044562(NAD 83)
 HC0416_MARKER: DB = BENCH MARK DISK
 HC0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0416_STAMPING: D 130 1935
 HC0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0416+STABILITY: SURFACE MOTION
 HC0416
 HC0416  HISTORY     - Date     Condition        Report By
 HC0416  HISTORY     - 1935     MONUMENTED       CGS
 HC0416  HISTORY     - 1945     GOOD             NGS
 HC0416  HISTORY     - 1967     MARK NOT FOUND   USGS
 HC0416
 HC0416                          STATION DESCRIPTION
 HC0416
 HC0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HC0416'6.2 MI S FROM ARCADIA.
 HC0416'6.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0416'ABANDONED STATION AT ARCADIA, IRON COUNTY, 6.5 MILES SOUTH OF
 HC0416'THE ARCADIA-IRONTON STATION, AT POLE 95/03-1/2, AT A ROAD
 HC0416'CROSSING, 27 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK,
 HC0416'AND 15 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 HC0416'DISK, STAMPED D 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0416
 HC0416                          STATION RECOVERY (1967)
 HC0416
 HC0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HC0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0312 ***********************************************************************
 JD0312  DESIGNATION -  D 131
 JD0312  PID         -  JD0312
 JD0312  STATE/COUNTY-  MO/MORGAN
 JD0312  USGS QUAD   -  STOVER (1982)
 JD0312
 JD0312                         *CURRENT SURVEY CONTROL
 JD0312  ___________________________________________________________________
 JD0312* NAD 83(1986)-  38 25 35.     (N)    092 53 21.     (W)     SCALED    
 JD0312* NAVD 88     -       320.932  (meters)    1052.92   (feet)  ADJUSTED  
 JD0312  ___________________________________________________________________
 JD0312  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JD0312  DYNAMIC HT  -         320.700 (meters)    1052.16  (feet)  COMP
 JD0312  MODELED GRAV-     979,899.2   (mgal)                       NAVD 88
 JD0312
 JD0312  VERT ORDER  -  SECOND    CLASS 0
 JD0312
 JD0312.The horizontal coordinates were scaled from a topographic map and have
 JD0312.an estimated accuracy of +/- 6 seconds.
 JD0312
 JD0312.The orthometric height was determined by differential leveling
 JD0312.and adjusted by the National Geodetic Survey in June 1991..
 JD0312
 JD0312.The geoid height was determined by GEOID03.
 JD0312
 JD0312.The dynamic height is computed by dividing the NAVD 88
 JD0312.geopotential number by the normal gravity value computed on the
 JD0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0312.degrees latitude (g = 980.6199 gals.).
 JD0312
 JD0312.The modeled gravity was interpolated from observed gravity values.
 JD0312
 JD0312;                    North         East    Units  Estimated Accuracy
 JD0312;SPC MO C     -   287,830.      466,020.      MT  (+/- 180 meters Scaled)
 JD0312
 JD0312                          SUPERSEDED SURVEY CONTROL
 JD0312
 JD0312  NGVD 29 (??/??/92)  320.815  (m)         1052.54   (f) ADJ UNCH    2 0
 JD0312
 JD0312.Superseded values are not recommended for survey control.
 JD0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0312.See file dsdata.txt to determine how the superseded data were derived.
 JD0312
 JD0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC096531(NAD 83)
 JD0312_MARKER: DB = BENCH MARK DISK
 JD0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0312_STAMPING: D 131 1935
 JD0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0312+STABILITY: SURFACE MOTION
 JD0312
 JD0312  HISTORY     - Date     Condition        Report By
 JD0312  HISTORY     - 1935     MONUMENTED       CGS
 JD0312  HISTORY     - 1963     GOOD             NGS
 JD0312
 JD0312                          STATION DESCRIPTION
 JD0312
 JD0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0312'3.2 MI W FROM VERSAILLES.
 JD0312'ABOUT 3.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0312'RAILROAD FROM THE STATION AT VERSAILLES, 4 1/2 POLES WEST OF
 JD0312'MILEPOST 180, 45 FEET NORTH OF THE NORTH RAIL, 66 FEET NORTHEAST
 JD0312'OF THE CENTER OF THE CROSSING OF THE RAILROAD AND STATE ROAD
 JD0312'T, 13 FEET EAST OF A CORNER FENCE POST, 5 FEET SOUTH OF A FENCE,
 JD0312'1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 JD0312'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JD0312'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1275 ***********************************************************************
 JD1275  DESIGNATION -  D 132
 JD1275  PID         -  JD1275
 JD1275  STATE/COUNTY-  MO/BENTON
 JD1275  USGS QUAD   -  LINCOLN SE (1983)
 JD1275
 JD1275                         *CURRENT SURVEY CONTROL
 JD1275  ___________________________________________________________________
 JD1275* NAD 83(1986)-  38 21 55.     (N)    093 20 27.     (W)     SCALED    
 JD1275* NAVD 88     -       279.401  (meters)     916.67   (feet)  ADJUSTED  
 JD1275  ___________________________________________________________________
 JD1275  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JD1275  DYNAMIC HT  -         279.205 (meters)     916.03  (feet)  COMP
 JD1275  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 JD1275
 JD1275  VERT ORDER  -  SECOND    CLASS 0
 JD1275
 JD1275.The horizontal coordinates were scaled from a topographic map and have
 JD1275.an estimated accuracy of +/- 6 seconds.
 JD1275
 JD1275.The orthometric height was determined by differential leveling
 JD1275.and adjusted by the National Geodetic Survey in June 1991..
 JD1275
 JD1275.The geoid height was determined by GEOID03.
 JD1275
 JD1275.The dynamic height is computed by dividing the NAVD 88
 JD1275.geopotential number by the normal gravity value computed on the
 JD1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1275.degrees latitude (g = 980.6199 gals.).
 JD1275
 JD1275.The modeled gravity was interpolated from observed gravity values.
 JD1275
 JD1275;                    North         East    Units  Estimated Accuracy
 JD1275;SPC MO C     -   281,310.      426,520.      MT  (+/- 180 meters Scaled)
 JD1275
 JD1275                          SUPERSEDED SURVEY CONTROL
 JD1275
 JD1275  NGVD 29 (??/??/92)  279.276  (m)          916.26   (f) ADJ UNCH    2 0
 JD1275
 JD1275.Superseded values are not recommended for survey control.
 JD1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1275.See file dsdata.txt to determine how the superseded data were derived.
 JD1275
 JD1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC702464(NAD 83)
 JD1275_MARKER: DB = BENCH MARK DISK
 JD1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1275_STAMPING: D 132 1935
 JD1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1275+STABILITY: SURFACE MOTION
 JD1275
 JD1275  HISTORY     - Date     Condition        Report By
 JD1275  HISTORY     - 1935     MONUMENTED       CGS
 JD1275  HISTORY     - 1958     MARK NOT FOUND   NGS
 JD1275  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1275
 JD1275                          STATION DESCRIPTION
 JD1275
 JD1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JD1275'1.8 MI S FROM LINCOLN.
 JD1275'1.8 MILES SOUTH ALONG THE ABANDONED MISSOURI PACIFIC RAILROAD
 JD1275'FROM THE STATION AT LINCOLN, AT POLE 219+20, 21 FEET NORTH OF
 JD1275'BRIDGE 52, AT A GRAVEL-ROAD CROSSING, 21 FEET SOUTH OF THE
 JD1275'CENTERLINE OF THE ROAD, 15 FEET EAST OF THE CENTERLINE OF THE
 JD1275'OLD ROADBED, AND 18 FEET WEST OF A FENCE.  A STANDARD DISK,
 JD1275'STAMPED D 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JD1275
 JD1275                          STATION RECOVERY (1963)
 JD1275
 JD1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0041 ***********************************************************************
 KD0041  DESIGNATION -  D 134
 KD0041  PID         -  KD0041
 KD0041  STATE/COUNTY-  MO/SHELBY
 KD0041  USGS QUAD   -  SHELBYVILLE (1964)
 KD0041
 KD0041                         *CURRENT SURVEY CONTROL
 KD0041  ___________________________________________________________________
 KD0041* NAD 83(1986)-  39 50 33.     (N)    092 01 53.     (W)     SCALED    
 KD0041* NAVD 88     -       227.727  (meters)     747.13   (feet)  ADJUSTED  
 KD0041  ___________________________________________________________________
 KD0041  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD0041  DYNAMIC HT  -         227.604 (meters)     746.73  (feet)  COMP
 KD0041  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 KD0041
 KD0041  VERT ORDER  -  SECOND    CLASS 0
 KD0041
 KD0041.The horizontal coordinates were scaled from a topographic map and have
 KD0041.an estimated accuracy of +/- 6 seconds.
 KD0041
 KD0041.The orthometric height was determined by differential leveling
 KD0041.and adjusted by the National Geodetic Survey in June 1991..
 KD0041
 KD0041.The geoid height was determined by GEOID03.
 KD0041
 KD0041.The dynamic height is computed by dividing the NAVD 88
 KD0041.geopotential number by the normal gravity value computed on the
 KD0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0041.degrees latitude (g = 980.6199 gals.).
 KD0041
 KD0041.The modeled gravity was interpolated from observed gravity values.
 KD0041
 KD0041;                    North         East    Units  Estimated Accuracy
 KD0041;SPC MO C     -   445,070.      540,110.      MT  (+/- 180 meters Scaled)
 KD0041
 KD0041                          SUPERSEDED SURVEY CONTROL
 KD0041
 KD0041  NGVD 29 (??/??/92)  227.756  (m)          747.23   (f) ADJ UNCH    2 0
 KD0041
 KD0041.Superseded values are not recommended for survey control.
 KD0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0041.See file dsdata.txt to determine how the superseded data were derived.
 KD0041
 KD0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE828107(NAD 83)
 KD0041_MARKER: DB = BENCH MARK DISK
 KD0041_SETTING: 0 = UNSPECIFIED SETTING
 KD0041_STAMPING: D 134 1935
 KD0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0041
 KD0041  HISTORY     - Date     Condition        Report By
 KD0041  HISTORY     - 1935     MONUMENTED       CGS
 KD0041  HISTORY     - 1967     GOOD             NGS
 KD0041
 KD0041                          STATION DESCRIPTION
 KD0041
 KD0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KD0041'2.6 MI N FROM SHELBYVILLE.
 KD0041'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE COUNTY
 KD0041'COURTHOUSE AT SHELBYVILLE, 0.1 MILE SOUTH OF A SCHOOLHOUSE, 50
 KD0041'FEET NORTH OF A ROAD LEADING TO A FARMHOUSE ON THE WEST SIDE
 KD0041'OF HIGHWAY, 43 FEET EAST OF THE CENTER OF STATE HIGHWAY 15, 7
 KD0041'FEET SOUTH OF THE CENTER OF A GATE AND FIELD ENTRANCE, 2.5 FEET
 KD0041'NORTHWEST OF SOUTH GATE POST, 1 FOOT NORTH OF A METAL WITNESS
 KD0041'POST, AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0322 ***********************************************************************
 KC0322  DESIGNATION -  D 135
 KC0322  PID         -  KC0322
 KC0322  STATE/COUNTY-  MO/MARION
 KC0322  USGS QUAD   -  HANNIBAL EAST (1993)
 KC0322
 KC0322                         *CURRENT SURVEY CONTROL
 KC0322  ___________________________________________________________________
 KC0322* NAD 83(1986)-  39 41 56.     (N)    091 21 52.     (W)     SCALED    
 KC0322* NAVD 88     -       144.276  (meters)     473.35   (feet)  ADJUSTED  
 KC0322  ___________________________________________________________________
 KC0322  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KC0322  DYNAMIC HT  -         144.197 (meters)     473.09  (feet)  COMP
 KC0322  MODELED GRAV-     980,080.1   (mgal)                       NAVD 88
 KC0322
 KC0322  VERT ORDER  -  SECOND    CLASS 0
 KC0322
 KC0322.The horizontal coordinates were scaled from a topographic map and have
 KC0322.an estimated accuracy of +/- 6 seconds.
 KC0322
 KC0322.The orthometric height was determined by differential leveling
 KC0322.and adjusted by the National Geodetic Survey in June 1991..
 KC0322
 KC0322.The geoid height was determined by GEOID03.
 KC0322
 KC0322.The dynamic height is computed by dividing the NAVD 88
 KC0322.geopotential number by the normal gravity value computed on the
 KC0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0322.degrees latitude (g = 980.6199 gals.).
 KC0322
 KC0322.The modeled gravity was interpolated from observed gravity values.
 KC0322
 KC0322;                    North         East    Units  Estimated Accuracy
 KC0322;SPC MO E     -   429,380.      175,860.      MT  (+/- 180 meters Scaled)
 KC0322
 KC0322                          SUPERSEDED SURVEY CONTROL
 KC0322
 KC0322  NGVD 29 (??/??/92)  144.335  (m)          473.54   (f) ADJ UNCH    2 0
 KC0322
 KC0322.Superseded values are not recommended for survey control.
 KC0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0322.See file dsdata.txt to determine how the superseded data were derived.
 KC0322
 KC0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD402956(NAD 83)
 KC0322_MARKER: DB = BENCH MARK DISK
 KC0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0322_STAMPING: D 135 1935
 KC0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0322+STABILITY: SURFACE MOTION
 KC0322
 KC0322  HISTORY     - Date     Condition        Report By
 KC0322  HISTORY     - 1935     MONUMENTED       CGS
 KC0322  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0322
 KC0322                          STATION DESCRIPTION
 KC0322
 KC0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0322'0.7 MI W FROM HANNIBAL.
 KC0322'0.7 MILE WEST ALONG THE WABASH RAILWAY FROM UNION STATION AT
 KC0322'HANNIBAL, MARION COUNTY, 45 FEET EAST OF THE CENTER OF THE GRADE
 KC0322'CROSSING OF A ROAD LEADING TO THE MARBLEHEAD LIME PLANT, AND 25
 KC0322'FEET NORTH OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 135
 KC0322'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0322
 KC0322                          STATION RECOVERY (1971)
 KC0322
 KC0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0525 ***********************************************************************
 KC0525  DESIGNATION -  D 136
 KC0525  PID         -  KC0525
 KC0525  STATE/COUNTY-  MO/MONROE
 KC0525  USGS QUAD   -  GOSS (1960)
 KC0525
 KC0525                         *CURRENT SURVEY CONTROL
 KC0525  ___________________________________________________________________
 KC0525* NAD 83(1986)-  39 30 50.     (N)    091 56 32.     (W)     SCALED    
 KC0525* NAVD 88     -       228.645  (meters)     750.15   (feet)  ADJUSTED  
 KC0525  ___________________________________________________________________
 KC0525  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KC0525  DYNAMIC HT  -         228.512 (meters)     749.71  (feet)  COMP
 KC0525  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 KC0525
 KC0525  VERT ORDER  -  SECOND    CLASS 0
 KC0525
 KC0525.The horizontal coordinates were scaled from a topographic map and have
 KC0525.an estimated accuracy of +/- 6 seconds.
 KC0525
 KC0525.The orthometric height was determined by differential leveling
 KC0525.and adjusted by the National Geodetic Survey in June 1991..
 KC0525
 KC0525.The geoid height was determined by GEOID03.
 KC0525
 KC0525.The dynamic height is computed by dividing the NAVD 88
 KC0525.geopotential number by the normal gravity value computed on the
 KC0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0525.degrees latitude (g = 980.6199 gals.).
 KC0525
 KC0525.The modeled gravity was interpolated from observed gravity values.
 KC0525
 KC0525;                    North         East    Units  Estimated Accuracy
 KC0525;SPC MO C     -   408,630.      547,960.      MT  (+/- 180 meters Scaled)
 KC0525
 KC0525                          SUPERSEDED SURVEY CONTROL
 KC0525
 KC0525  NGVD 29 (??/??/92)  228.655  (m)          750.18   (f) ADJ UNCH    2 0
 KC0525
 KC0525.Superseded values are not recommended for survey control.
 KC0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0525.See file dsdata.txt to determine how the superseded data were derived.
 KC0525
 KC0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD909743(NAD 83)
 KC0525_MARKER: DB = BENCH MARK DISK
 KC0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0525_STAMPING: D 136 1935
 KC0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0525+STABILITY: SURFACE MOTION
 KC0525
 KC0525  HISTORY     - Date     Condition        Report By
 KC0525  HISTORY     - 1935     MONUMENTED       CGS
 KC0525  HISTORY     - 1958     MARK NOT FOUND   NGS
 KC0525
 KC0525                          STATION DESCRIPTION
 KC0525
 KC0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KC0525'AT GOSS.
 KC0525'AT GOSS, MONROE COUNTY, ABOUT 6 RAILS EAST OF THE WABASH RAILWAY
 KC0525'STATION AT MILEAGE 39.6, 50 FEET EAST OF THE CENTER OF A GRADE
 KC0525'CROSSING, 34 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 4 FEET
 KC0525'NORTH OF A POLE.  A STANDARD DISK, STAMPED D 136 1935 AND SET
 KC0525'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0397 ***********************************************************************
 KC0397  DESIGNATION -  D 137
 KC0397  PID         -  KC0397
 KC0397  STATE/COUNTY-  MO/PIKE
 KC0397  USGS QUAD   -  LOUISIANA (1991)
 KC0397
 KC0397                         *CURRENT SURVEY CONTROL
 KC0397  ___________________________________________________________________
 KC0397* NAD 83(1986)-  39 26 47.     (N)    091 02 32.     (W)     SCALED    
 KC0397* NAVD 88     -       141.462  (meters)     464.11   (feet)  ADJUSTED  
 KC0397  ___________________________________________________________________
 KC0397  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KC0397  DYNAMIC HT  -         141.381 (meters)     463.85  (feet)  COMP
 KC0397  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 KC0397
 KC0397  VERT ORDER  -  SECOND    CLASS 0
 KC0397
 KC0397.The horizontal coordinates were scaled from a topographic map and have
 KC0397.an estimated accuracy of +/- 6 seconds.
 KC0397
 KC0397.The orthometric height was determined by differential leveling
 KC0397.and adjusted by the National Geodetic Survey in June 1991..
 KC0397
 KC0397.The geoid height was determined by GEOID03.
 KC0397
 KC0397.The dynamic height is computed by dividing the NAVD 88
 KC0397.geopotential number by the normal gravity value computed on the
 KC0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0397.degrees latitude (g = 980.6199 gals.).
 KC0397
 KC0397.The modeled gravity was interpolated from observed gravity values.
 KC0397
 KC0397;                    North         East    Units  Estimated Accuracy
 KC0397;SPC MO E     -   401,130.      203,330.      MT  (+/- 180 meters Scaled)
 KC0397
 KC0397                          SUPERSEDED SURVEY CONTROL
 KC0397
 KC0397  NGVD 29 (??/??/92)  141.529  (m)          464.33   (f) ADJ UNCH    2 0
 KC0397
 KC0397.Superseded values are not recommended for survey control.
 KC0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0397.See file dsdata.txt to determine how the superseded data were derived.
 KC0397
 KC0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD684681(NAD 83)
 KC0397_MARKER: DB = BENCH MARK DISK
 KC0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0397_SP_SET: WATER TOWER
 KC0397_STAMPING: D 137 1935
 KC0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0397
 KC0397  HISTORY     - Date     Condition        Report By
 KC0397  HISTORY     - 1935     MONUMENTED       CGS
 KC0397  HISTORY     - 1973     MARK NOT FOUND   USGS
 KC0397
 KC0397                          STATION DESCRIPTION
 KC0397
 KC0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0397'AT LOUISIANA.
 KC0397'AT LOUISIANA, PIKE COUNTY, 32 YARDS EAST OF THE EAST END OF THE
 KC0397'CHICAGO AND ALTON RAILROAD STATION, 2 YARDS SOUTH OF THE
 KC0397'CENTERLINE OF THE MAIN TRACK, AT A WATER TOWER, AND IN THE TOP
 KC0397'OF THE NORTHWEST CORNER OF THE CONCRETE BASE.  A STANDARD DISK,
 KC0397'STAMPED D 137 1935.
 KC0397
 KC0397                          STATION RECOVERY (1973)
 KC0397
 KC0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KC0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0192 ***********************************************************************
 HC0192  DESIGNATION -  D 139
 HC0192  PID         -  HC0192
 HC0192  STATE/COUNTY-  MO/IRON
 HC0192  USGS QUAD   -  GLOVER (1968)
 HC0192
 HC0192                         *CURRENT SURVEY CONTROL
 HC0192  ___________________________________________________________________
 HC0192* NAD 83(1986)-  37 22 50.     (N)    090 41 46.     (W)     SCALED    
 HC0192* NAVD 88     -       201.750  (meters)     661.91   (feet)  ADJUSTED  
 HC0192  ___________________________________________________________________
 HC0192  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HC0192  DYNAMIC HT  -         201.595 (meters)     661.40  (feet)  COMP
 HC0192  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 HC0192
 HC0192  VERT ORDER  -  SECOND    CLASS 0
 HC0192
 HC0192.The horizontal coordinates were scaled from a topographic map and have
 HC0192.an estimated accuracy of +/- 6 seconds.
 HC0192
 HC0192.The orthometric height was determined by differential leveling
 HC0192.and adjusted by the National Geodetic Survey in June 1991..
 HC0192
 HC0192.The geoid height was determined by GEOID03.
 HC0192
 HC0192.The dynamic height is computed by dividing the NAVD 88
 HC0192.geopotential number by the normal gravity value computed on the
 HC0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0192.degrees latitude (g = 980.6199 gals.).
 HC0192
 HC0192.The modeled gravity was interpolated from observed gravity values.
 HC0192
 HC0192;                    North         East    Units  Estimated Accuracy
 HC0192;SPC MO E     -   171,700.      232,630.      MT  (+/- 180 meters Scaled)
 HC0192
 HC0192                          SUPERSEDED SURVEY CONTROL
 HC0192
 HC0192  NGVD 29 (??/??/92)  201.756  (m)          661.93   (f) ADJ UNCH    2 0
 HC0192
 HC0192.Superseded values are not recommended for survey control.
 HC0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0192.See file dsdata.txt to determine how the superseded data were derived.
 HC0192
 HC0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB039395(NAD 83)
 HC0192_MARKER: DB = BENCH MARK DISK
 HC0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0192_STAMPING: D 139 1935
 HC0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0192+STABILITY: SURFACE MOTION
 HC0192
 HC0192  HISTORY     - Date     Condition        Report By
 HC0192  HISTORY     - 1935     MONUMENTED       CGS
 HC0192
 HC0192                          STATION DESCRIPTION
 HC0192
 HC0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0192'1.6 MI S FROM SABULA.
 HC0192'1.6 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 HC0192'AT SABULA, 200 YARDS NORTH OF MILEPOST 106, 18 FEET EAST OF THE
 HC0192'CENTERLINE OF THE TRACK, AND 15 FEET SOUTH OF A LARGE BOULDER.
 HC0192'A STANDARD DISK, STAMPED D 139 1935 AND SET IN THE TOP OF A
 HC0192'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0376 ***********************************************************************
 JC0376  DESIGNATION -  D 139
 JC0376  PID         -  JC0376
 JC0376  STATE/COUNTY-  MO/FRANKLIN
 JC0376  USGS QUAD   -  ST CLAIR (1969)
 JC0376
 JC0376                         *CURRENT SURVEY CONTROL
 JC0376  ___________________________________________________________________
 JC0376* NAD 83(1986)-  38 19 07.     (N)    090 54 28.     (W)     SCALED    
 JC0376* NAVD 88     -       169.680  (meters)     556.69   (feet)  ADJUSTED  
 JC0376  ___________________________________________________________________
 JC0376  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 JC0376  DYNAMIC HT  -         169.569 (meters)     556.33  (feet)  COMP
 JC0376  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 JC0376
 JC0376  VERT ORDER  -  SECOND    CLASS 0
 JC0376
 JC0376.The horizontal coordinates were scaled from a topographic map and have
 JC0376.an estimated accuracy of +/- 6 seconds.
 JC0376
 JC0376.The orthometric height was determined by differential leveling
 JC0376.and adjusted by the National Geodetic Survey in June 1991..
 JC0376
 JC0376.The geoid height was determined by GEOID03.
 JC0376
 JC0376.The dynamic height is computed by dividing the NAVD 88
 JC0376.geopotential number by the normal gravity value computed on the
 JC0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0376.degrees latitude (g = 980.6199 gals.).
 JC0376
 JC0376.The modeled gravity was interpolated from observed gravity values.
 JC0376
 JC0376;                    North         East    Units  Estimated Accuracy
 JC0376;SPC MO E     -   275,870.      214,340.      MT  (+/- 180 meters Scaled)
 JC0376
 JC0376                          SUPERSEDED SURVEY CONTROL
 JC0376
 JC0376  NGVD 29 (??/??/92)  169.730  (m)          556.86   (f) ADJ UNCH    2 0
 JC0376
 JC0376.Superseded values are not recommended for survey control.
 JC0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0376.See file dsdata.txt to determine how the superseded data were derived.
 JC0376
 JC0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC829432(NAD 83)
 JC0376_MARKER: DB = BENCH MARK DISK
 JC0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0376_STAMPING: D 139 1935
 JC0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0376+STABILITY: SURFACE MOTION
 JC0376
 JC0376  HISTORY     - Date     Condition        Report By
 JC0376  HISTORY     - 1935     MONUMENTED       CGS
 JC0376  HISTORY     - 1949     GOOD             NGS
 JC0376  HISTORY     - 1968     MARK NOT FOUND   USGS
 JC0376
 JC0376                          STATION DESCRIPTION
 JC0376
 JC0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0376'5 MI SE FROM ST CLAIR.
 JC0376'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE MISSOURI PACIFIC
 JC0376'RAILROAD STATION AT ST. CLAIR, FRANKLIN COUNTY, AT THE FOOT OF A
 JC0376'HILL, 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET
 JC0376'EAST OF THE CENTER OF A GATE IN A FENCE, AND 4 FEET NORTH OF THE
 JC0376'FENCE.  A STANDARD DISK, STAMPED D 139 1935 AND SET IN THE TOP
 JC0376'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 JC0376
 JC0376                          STATION RECOVERY (1968)
 JC0376
 JC0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JC0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0012 ***********************************************************************
 GE0012  DESIGNATION -  D 14
 GE0012  PID         -  GE0012
 GE0012  STATE/COUNTY-  MO/BUTLER
 GE0012  USGS QUAD   -  ROMBAUER (1966)
 GE0012
 GE0012                         *CURRENT SURVEY CONTROL
 GE0012  ___________________________________________________________________
 GE0012* NAD 83(1986)-  36 50 43.     (N)    090 16 46.     (W)     SCALED    
 GE0012* NAVD 88     -       102.098  (meters)     334.97   (feet)  ADJUSTED  
 GE0012  ___________________________________________________________________
 GE0012  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GE0012  DYNAMIC HT  -         102.018 (meters)     334.70  (feet)  COMP
 GE0012  MODELED GRAV-     979,842.9   (mgal)                       NAVD 88
 GE0012
 GE0012  VERT ORDER  -  FIRST     CLASS II
 GE0012
 GE0012.The horizontal coordinates were scaled from a topographic map and have
 GE0012.an estimated accuracy of +/- 6 seconds.
 GE0012
 GE0012.The orthometric height was determined by differential leveling
 GE0012.and adjusted by the National Geodetic Survey in June 1991..
 GE0012
 GE0012.The geoid height was determined by GEOID03.
 GE0012
 GE0012.The dynamic height is computed by dividing the NAVD 88
 GE0012.geopotential number by the normal gravity value computed on the
 GE0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0012.degrees latitude (g = 980.6199 gals.).
 GE0012
 GE0012.The modeled gravity was interpolated from observed gravity values.
 GE0012
 GE0012;                    North         East    Units  Estimated Accuracy
 GE0012;SPC MO E     -   112,310.      269,670.      MT  (+/- 180 meters Scaled)
 GE0012
 GE0012                          SUPERSEDED SURVEY CONTROL
 GE0012
 GE0012  NGVD 29 (??/??/92)  102.118  (m)          335.03   (f) ADJ UNCH    1 2
 GE0012
 GE0012.Superseded values are not recommended for survey control.
 GE0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0012.See file dsdata.txt to determine how the superseded data were derived.
 GE0012
 GE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA425811(NAD 83)
 GE0012_MARKER: DB = BENCH MARK DISK
 GE0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0012_STAMPING: 335.055 D 14 1932
 GE0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0012+STABILITY: SURFACE MOTION
 GE0012
 GE0012  HISTORY     - Date     Condition        Report By
 GE0012  HISTORY     - 1932     MONUMENTED       CGS
 GE0012  HISTORY     - 1934     GOOD             NGS
 GE0012  HISTORY     - 20020830 MARK NOT FOUND   USACE
 GE0012
 GE0012                          STATION DESCRIPTION
 GE0012
 GE0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0012'AT ROMBAUER.
 GE0012'AT ROMBAUER, BUTLER COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GE0012'RAILWAY, 440 YARDS NORTH OF THE STATION, 75 FEET NORTH OF THE
 GE0012'NORTHWEST CORNER OF BRIDGE NO. A 185.9, 65 FEET SOUTHWEST OF
 GE0012'POLE 185/25, AT A PRIVATE-ROAD CROSSING, 47.5 FEET NORTHWEST OF
 GE0012'THE CENTERLINE OF THE TRACK, 4 FEET NORTHEAST OF THE NORTHEAST
 GE0012'GATEPOST, AND 2 FEET FROM THE RIGHT-OF-WAY FENCE.  A STANDARD
 GE0012'DISK, STAMPED 335.055 D 14 1932 AND SET IN THE TOP OF A CONCRETE
 GE0012'POST PROJECTING 5 INCHES ABOVE GROUND.
 GE0012
 GE0012                          STATION RECOVERY (2002)
 GE0012
 GE0012'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1023 ***********************************************************************
 HB1023  DESIGNATION -  D 140
 HB1023  PID         -  HB1023
 HB1023  STATE/COUNTY-  MO/PERRY
 HB1023  USGS QUAD   -  PERRYVILLE WEST (1980)
 HB1023
 HB1023                         *CURRENT SURVEY CONTROL
 HB1023  ___________________________________________________________________
 HB1023* NAD 83(1986)-  37 39 10.     (N)    089 57 17.     (W)     SCALED    
 HB1023* NAVD 88     -       251.922  (meters)     826.51   (feet)  ADJUSTED  
 HB1023  ___________________________________________________________________
 HB1023  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HB1023  DYNAMIC HT  -         251.743 (meters)     825.93  (feet)  COMP
 HB1023  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 HB1023
 HB1023  VERT ORDER  -  SECOND    CLASS 0
 HB1023
 HB1023.The horizontal coordinates were scaled from a topographic map and have
 HB1023.an estimated accuracy of +/- 6 seconds.
 HB1023
 HB1023.The orthometric height was determined by differential leveling
 HB1023.and adjusted by the National Geodetic Survey in June 1991..
 HB1023
 HB1023.The geoid height was determined by GEOID03.
 HB1023
 HB1023.The dynamic height is computed by dividing the NAVD 88
 HB1023.geopotential number by the normal gravity value computed on the
 HB1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1023.degrees latitude (g = 980.6199 gals.).
 HB1023
 HB1023.The modeled gravity was interpolated from observed gravity values.
 HB1023
 HB1023;                    North         East    Units  Estimated Accuracy
 HB1023;SPC MO E     -   202,040.      298,120.      MT  (+/- 180 meters Scaled)
 HB1023
 HB1023                          SUPERSEDED SURVEY CONTROL
 HB1023
 HB1023  NGVD 29 (??/??/??)  252.015  (m)          826.82   (f) ADJUSTED    2 0
 HB1023
 HB1023.Superseded values are not recommended for survey control.
 HB1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1023.See file dsdata.txt to determine how the superseded data were derived.
 HB1023
 HB1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG393713(NAD 83)
 HB1023_MARKER: DB = BENCH MARK DISK
 HB1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1023_STAMPING: D 140 1935
 HB1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1023+STABILITY: SURFACE MOTION
 HB1023
 HB1023  HISTORY     - Date     Condition        Report By
 HB1023  HISTORY     - 1935     MONUMENTED       CGS
 HB1023  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1023  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1023  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1023
 HB1023                          STATION DESCRIPTION
 HB1023
 HB1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1023'7.3 MI SW FROM PERRYVILLE.
 HB1023'7.3 MILES SOUTHWEST ALONG STATE HIGHWAY 51 FROM THE HIGHSCHOOL
 HB1023'GROUNDS AT PERRYVILLE, PERRY COUNTY, 6.3 MILES NORTHEAST OF
 HB1023'WHITE RIVER BRIDGE NO. J 908, 100 YARDS SOUTH OF A LOG CABIN,
 HB1023'45 YARDS SOUTH OF A ROAD LEADING WEST, 40 FEET WEST OF THE
 HB1023'HIGHWAY, AND 50 FEET SOUTH OF A CONCRETE CULVERT.  A STANDARD
 HB1023'DISK, STAMPED D 140 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB1023
 HB1023                          STATION RECOVERY (1976)
 HB1023
 HB1023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1023'MARK NOT FOUND.
 HB1023
 HB1023                          STATION RECOVERY (1976)
 HB1023
 HB1023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1023'MARK NOT FOUND.
 HB1023
 HB1023                          STATION RECOVERY (1976)
 HB1023
 HB1023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0090 ***********************************************************************
 HC0090  DESIGNATION -  D 141
 HC0090  PID         -  HC0090
 HC0090  STATE/COUNTY-  MO/BOLLINGER
 HC0090  USGS QUAD   -  GLENALLEN (1980)
 HC0090
 HC0090                         *CURRENT SURVEY CONTROL
 HC0090  ___________________________________________________________________
 HC0090* NAD 83(1986)-  37 19 02.     (N)    090 01 32.     (W)     SCALED    
 HC0090* NAVD 88     -       139.509  (meters)     457.71   (feet)  ADJUSTED  
 HC0090  ___________________________________________________________________
 HC0090  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 HC0090  DYNAMIC HT  -         139.407 (meters)     457.37  (feet)  COMP
 HC0090  MODELED GRAV-     979,895.7   (mgal)                       NAVD 88
 HC0090
 HC0090  VERT ORDER  -  SECOND    CLASS 0
 HC0090
 HC0090.The horizontal coordinates were scaled from a topographic map and have
 HC0090.an estimated accuracy of +/- 6 seconds.
 HC0090
 HC0090.The orthometric height was determined by differential leveling
 HC0090.and adjusted by the National Geodetic Survey in June 1991..
 HC0090
 HC0090.The geoid height was determined by GEOID03.
 HC0090
 HC0090.The dynamic height is computed by dividing the NAVD 88
 HC0090.geopotential number by the normal gravity value computed on the
 HC0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0090.degrees latitude (g = 980.6199 gals.).
 HC0090
 HC0090.The modeled gravity was interpolated from observed gravity values.
 HC0090
 HC0090;                    North         East    Units  Estimated Accuracy
 HC0090;SPC MO E     -   164,760.      292,050.      MT  (+/- 180 meters Scaled)
 HC0090
 HC0090                          SUPERSEDED SURVEY CONTROL
 HC0090
 HC0090  NGVD 29 (??/??/92)  139.518  (m)          457.74   (f) ADJ UNCH    2 0
 HC0090
 HC0090.Superseded values are not recommended for survey control.
 HC0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0090.See file dsdata.txt to determine how the superseded data were derived.
 HC0090
 HC0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB635342(NAD 83)
 HC0090_MARKER: DB = BENCH MARK DISK
 HC0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0090_STAMPING: D 141 1935
 HC0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0090+STABILITY: SURFACE MOTION
 HC0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0090+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 HC0090
 HC0090  HISTORY     - Date     Condition        Report By
 HC0090  HISTORY     - 1935     MONUMENTED       CGS
 HC0090  HISTORY     - 1945     GOOD             NGS
 HC0090  HISTORY     - 1975     GOOD             USGS
 HC0090  HISTORY     - 1975     GOOD             USGS
 HC0090  HISTORY     - 20020907 GOOD             USACE
 HC0090
 HC0090                          STATION DESCRIPTION
 HC0090
 HC0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HC0090'AT GLEN ALLEN.
 HC0090'AT GLEN ALLEN, BOLLINGER COUNTY, ON THE MISSOURI PACIFIC
 HC0090'RAILROAD, 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HC0090'STATION, 3 FEET EAST OF MILEAGE SIGN 130.10, 42 FEET SOUTHEAST
 HC0090'OF A WATER TANK, 57 FEET EAST OF THE CENTERLINE OF THE TRACK,
 HC0090'AND 20 FEET WEST OF THE CENTERLINE OF A ROAD.  A STANDARD DISK,
 HC0090'STAMPED D 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0090
 HC0090                          STATION RECOVERY (1975)
 HC0090
 HC0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0090'AT GLEN ALLEN, BOLLINGER COUNTY, ON THE OLD MISSOURI PACIFIC
 HC0090'RAILROAD, ABOUT 500 FT. SE OF THE U.S. POST OFFICE AT GLEN ALLEN. 109
 HC0090'FT. NW OF THE NW COR. OF HOUSE OWNED BY DALE KENNISON. 197 FT. SE
 HC0090'ALONG OLD RR GRADE AND 63 FT. NE PERPENDICULAR TO OLD RR GRADE AND
 HC0090'0.7 FT. LOWER THAN RD. AT OLD RR GRADE.
 HC0090
 HC0090                          STATION RECOVERY (1975)
 HC0090
 HC0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0090'AT GLEN ALLEN, BOLLINGER COUNTY, ON THE OLD MISSOURI PACIFIC
 HC0090'RAILROAD, ABOUT 500 FT. SE OF THE U.S. POST OFFICE AT GLEN ALLEN. 109
 HC0090'FT. NW OF THE NW COR. OF HOUSE OWNED BY DALE KENNISON. 197 FT. SE
 HC0090'ALONG OLD RR GRADE AND 63 FT. NE PERPENDICULAR TO OLD RR GRADE AND
 HC0090'0.7 FT. LOWER THAN RD. AT OLD RR GRADE.
 HC0090
 HC0090                          STATION RECOVERY (2002)
 HC0090
 HC0090'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0090'PERMISSION SHOULD BE RECEIVED FROM MRS KENNISON BEFORE ENTERING
 HC0090'PROPERTY GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0468 ***********************************************************************
 KC0468  DESIGNATION -  D 146
 KC0468  PID         -  KC0468
 KC0468  STATE/COUNTY-  MO/AUDRAIN
 KC0468  USGS QUAD   -  MEXICO WEST (1984)
 KC0468
 KC0468                         *CURRENT SURVEY CONTROL
 KC0468  ___________________________________________________________________
 KC0468* NAD 83(1986)-  39 09 21.     (N)    091 54 25.     (W)     SCALED    
 KC0468* NAVD 88     -       250.887  (meters)     823.12   (feet)  ADJUSTED  
 KC0468  ___________________________________________________________________
 KC0468  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KC0468  DYNAMIC HT  -         250.730 (meters)     822.60  (feet)  COMP
 KC0468  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 KC0468
 KC0468  VERT ORDER  -  SECOND    CLASS 0
 KC0468
 KC0468.The horizontal coordinates were scaled from a topographic map and have
 KC0468.an estimated accuracy of +/- 6 seconds.
 KC0468
 KC0468.The orthometric height was determined by differential leveling
 KC0468.and adjusted by the National Geodetic Survey in June 1991..
 KC0468
 KC0468.The geoid height was determined by GEOID03.
 KC0468
 KC0468.The dynamic height is computed by dividing the NAVD 88
 KC0468.geopotential number by the normal gravity value computed on the
 KC0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0468.degrees latitude (g = 980.6199 gals.).
 KC0468
 KC0468.The modeled gravity was interpolated from observed gravity values.
 KC0468
 KC0468;                    North         East    Units  Estimated Accuracy
 KC0468;SPC MO C     -   368,900.      551,260.      MT  (+/- 180 meters Scaled)
 KC0468
 KC0468                          SUPERSEDED SURVEY CONTROL
 KC0468
 KC0468  NGVD 29 (??/??/92)  250.888  (m)          823.12   (f) ADJ UNCH    2 0
 KC0468
 KC0468.Superseded values are not recommended for survey control.
 KC0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0468.See file dsdata.txt to determine how the superseded data were derived.
 KC0468
 KC0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD944346(NAD 83)
 KC0468_MARKER: DB = BENCH MARK DISK
 KC0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0468_STAMPING: D 146 1935
 KC0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0468+STABILITY: SURFACE MOTION
 KC0468
 KC0468  HISTORY     - Date     Condition        Report By
 KC0468  HISTORY     - 1935     MONUMENTED       CGS
 KC0468  HISTORY     - 1972     MARK NOT FOUND   USGS
 KC0468
 KC0468                          STATION DESCRIPTION
 KC0468
 KC0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0468'1.5 MI S FROM MEXICO.
 KC0468'1.5 MILES SOUTH ALONG THE CHICAGO AND ALTON RAILROAD FROM THE
 KC0468'STATION AT MEXICO, AUDRAIN COUNTY, ABOUT 3 1/2 RAILS SOUTH OF
 KC0468'A DIRT ROAD CROSSING AND 45 FEET EAST OF THE CENTERLINE OF THE
 KC0468'TRACK.  A STANDARD DISK, STAMPED D 146 1935 AND SET IN THE TOP
 KC0468'OF A CONCRETE POST.
 KC0468
 KC0468                          STATION RECOVERY (1972)
 KC0468
 KC0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KC0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0111 ***********************************************************************
 JD0111  DESIGNATION -  D 147
 JD0111  PID         -  JD0111
 JD0111  STATE/COUNTY-  MO/CALLAWAY
 JD0111  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD0111
 JD0111                         *CURRENT SURVEY CONTROL
 JD0111  ___________________________________________________________________
 JD0111* NAD 83(1986)-  38 41 27.     (N)    092 05 52.     (W)     SCALED    
 JD0111* NAVD 88     -       261.981  (meters)     859.52   (feet)  ADJUSTED  
 JD0111  ___________________________________________________________________
 JD0111  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JD0111  DYNAMIC HT  -         261.805 (meters)     858.94  (feet)  COMP
 JD0111  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 JD0111
 JD0111  VERT ORDER  -  SECOND    CLASS 0
 JD0111
 JD0111.The horizontal coordinates were scaled from a topographic map and have
 JD0111.an estimated accuracy of +/- 6 seconds.
 JD0111
 JD0111.The orthometric height was determined by differential leveling
 JD0111.and adjusted by the National Geodetic Survey in June 1991..
 JD0111
 JD0111.The geoid height was determined by GEOID03.
 JD0111
 JD0111.The dynamic height is computed by dividing the NAVD 88
 JD0111.geopotential number by the normal gravity value computed on the
 JD0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0111.degrees latitude (g = 980.6199 gals.).
 JD0111
 JD0111.The modeled gravity was interpolated from observed gravity values.
 JD0111
 JD0111;                    North         East    Units  Estimated Accuracy
 JD0111;SPC MO C     -   317,190.      534,990.      MT  (+/- 180 meters Scaled)
 JD0111
 JD0111                          SUPERSEDED SURVEY CONTROL
 JD0111
 JD0111  NGVD 29 (??/??/92)  262.00   (m)          859.6    (f) COMPUTED    2 0
 JD0111
 JD0111.Superseded values are not recommended for survey control.
 JD0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0111.See file dsdata.txt to determine how the superseded data were derived.
 JD0111
 JD0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC784828(NAD 83)
 JD0111_MARKER: DB = BENCH MARK DISK
 JD0111_SETTING: 0 = UNSPECIFIED SETTING
 JD0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0111
 JD0111  HISTORY     - Date     Condition        Report By
 JD0111  HISTORY     - UNK      MONUMENTED       CGS
 JD0111  HISTORY     - 1935     GOOD             NGS
 JD0111  HISTORY     - 1956     MARK NOT FOUND   LOCENG
 JD0111
 JD0111                          STATION DESCRIPTION
 JD0111
 JD0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD0111'1.9 MI S FROM NEW BLOOMFIELD.
 JD0111'1.9 MILES SOUTH OF NEW BLOOMFIELD, MO. ON HIGHWAY 54, 35 FEET
 JD0111'WEST OF THE CENTERLINE OF ROAD AND 45 FEET NORTH OF A T GRAVELED
 JD0111'ROAD TO THE WEST.
 JD0111
 JD0111                          STATION RECOVERY (1956)
 JD0111
 JD0111'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 JD0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0112 ***********************************************************************
 JD0112  DESIGNATION -  D 147 RESET
 JD0112  PID         -  JD0112
 JD0112  STATE/COUNTY-  MO/CALLAWAY
 JD0112  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD0112
 JD0112                         *CURRENT SURVEY CONTROL
 JD0112  ___________________________________________________________________
 JD0112* NAD 83(1986)-  38 41 27.     (N)    092 05 51.     (W)     SCALED    
 JD0112* NAVD 88     -       261.62   (meters)     858.3    (feet)  RESET     
 JD0112  ___________________________________________________________________
 JD0112  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JD0112
 JD0112  VERT ORDER  -  THIRD
 JD0112
 JD0112.The horizontal coordinates were scaled from a topographic map and have
 JD0112.an estimated accuracy of +/- 6 seconds.
 JD0112
 JD0112.The orthometric height was computed from unverified reset data.
 JD0112
 JD0112.The geoid height was determined by GEOID03.
 JD0112
 JD0112;                    North         East    Units  Estimated Accuracy
 JD0112;SPC MO C     -   317,190.      535,020.      MT  (+/- 180 meters Scaled)
 JD0112
 JD0112                          SUPERSEDED SURVEY CONTROL
 JD0112
 JD0112  NGVD 29 (??/??/??)  858.39   (m)         2816.2    (f) RESET       3  
 JD0112
 JD0112.Superseded values are not recommended for survey control.
 JD0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0112.See file dsdata.txt to determine how the superseded data were derived.
 JD0112
 JD0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC784828(NAD 83)
 JD0112_MARKER: DB = BENCH MARK DISK
 JD0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0112_SP_SET: CONCRETE BASE
 JD0112_STAMPING: D 147 RESET 1956
 JD0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0112
 JD0112  HISTORY     - Date     Condition        Report By
 JD0112  HISTORY     - 1956     MONUMENTED       CGS
 JD0112
 JD0112                          STATION DESCRIPTION
 JD0112
 JD0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JD0112'1.9 MI S FROM NEW BLOOMFIELD.
 JD0112'1.9 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE FARMERS BANK
 JD0112'BUILDING AT NEW BLOOMFIELD, 58.74 FEET WEST OF CENTERLINE OF
 JD0112'U.S. HIGHWAY 54 AND 77 FEET NORTH OF THE CENTERLINE OF AN
 JD0112'EAST-WEST COUNTY ROAD, AND THE SOUTHEAST CORNER OF CONCRETE
 JD0112'FOUNDATION TO BRICK RESIDENCE = 48.8 FEET AND THE CENTER OF
 JD0112'FOUNDATION OF CONCRETE PORCH = 30.76 FEET WEST.  A STANDARD
 JD0112'DISK, STAMPED D 147 RESET 1956 AND SET IN CONCRETE BASE TO A
 JD0112'LIGHT PEDESTAL.  (IN KNOCKING OUT OLD MARK, FOUND BASE HAD
 JD0112'BEEN BROKEN OFF, AND TOP PIECE SET IN HOLE WITH DIRT BETWEEN
 JD0112'PIECES.  PRECISE ELEVATION DOUBTFUL.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0685 ***********************************************************************
 JC0685  DESIGNATION -  D 148
 JC0685  PID         -  JC0685
 JC0685  STATE/COUNTY-  MO/MONTGOMERY
 JC0685  USGS QUAD   -  NEW FLORENCE (1973)
 JC0685
 JC0685                         *CURRENT SURVEY CONTROL
 JC0685  ___________________________________________________________________
 JC0685* NAD 83(1986)-  38 52 51.     (N)    091 23 06.     (W)     SCALED    
 JC0685* NAVD 88     -       272.343  (meters)     893.51   (feet)  ADJUSTED  
 JC0685  ___________________________________________________________________
 JC0685  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JC0685  DYNAMIC HT  -         272.167 (meters)     892.93  (feet)  COMP
 JC0685  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 JC0685
 JC0685  VERT ORDER  -  SECOND    CLASS 0
 JC0685
 JC0685.The horizontal coordinates were scaled from a topographic map and have
 JC0685.an estimated accuracy of +/- 6 seconds.
 JC0685
 JC0685.The orthometric height was determined by differential leveling
 JC0685.and adjusted by the National Geodetic Survey in June 1991..
 JC0685
 JC0685.The geoid height was determined by GEOID03.
 JC0685
 JC0685.The dynamic height is computed by dividing the NAVD 88
 JC0685.geopotential number by the normal gravity value computed on the
 JC0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0685.degrees latitude (g = 980.6199 gals.).
 JC0685
 JC0685.The modeled gravity was interpolated from observed gravity values.
 JC0685
 JC0685;                    North         East    Units  Estimated Accuracy
 JC0685;SPC MO E     -   338,580.      173,210.      MT  (+/- 180 meters Scaled)
 JC0685
 JC0685                          SUPERSEDED SURVEY CONTROL
 JC0685
 JC0685  NGVD 29 (??/??/92)  272.346  (m)          893.52   (f) ADJ UNCH    2 0
 JC0685
 JC0685.Superseded values are not recommended for survey control.
 JC0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0685.See file dsdata.txt to determine how the superseded data were derived.
 JC0685
 JC0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD400047(NAD 83)
 JC0685_MARKER: DB = BENCH MARK DISK
 JC0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0685_STAMPING: D 148 1935
 JC0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0685+STABILITY: SURFACE MOTION
 JC0685
 JC0685  HISTORY     - Date     Condition        Report By
 JC0685  HISTORY     - 1935     MONUMENTED       CGS
 JC0685  HISTORY     - 1970     MARK NOT FOUND   USGS
 JC0685
 JC0685                          STATION DESCRIPTION
 JC0685
 JC0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0685'AT HIGH HILL.
 JC0685'AT HIGH HILL, MONTGOMERY COUNTY, ON THE WABASH RAILROAD, 40 FEET
 JC0685'WEST OF THE STATION, 20 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 JC0685'TRACK, AND 3 FEET NORTH OF A CISTERN.  A STANDARD DISK, STAMPED
 JC0685'D 148 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JC0685
 JC0685                          STATION RECOVERY (1970)
 JC0685
 JC0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JC0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0545 ***********************************************************************
 JC0545  DESIGNATION -  D 149
 JC0545  PID         -  JC0545
 JC0545  STATE/COUNTY-  MO/ST CHARLES
 JC0545  USGS QUAD   -  O'FALLON (1994)
 JC0545
 JC0545                         *CURRENT SURVEY CONTROL
 JC0545  ___________________________________________________________________
 JC0545* NAD 83(1986)-  38 48 28.     (N)    090 44 29.     (W)     SCALED    
 JC0545* NAVD 88     -       170.274  (meters)     558.64   (feet)  ADJUSTED  
 JC0545  ___________________________________________________________________
 JC0545  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JC0545  DYNAMIC HT  -         170.167 (meters)     558.29  (feet)  COMP
 JC0545  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 JC0545
 JC0545  VERT ORDER  -  SECOND    CLASS 0
 JC0545
 JC0545.The horizontal coordinates were scaled from a topographic map and have
 JC0545.an estimated accuracy of +/- 6 seconds.
 JC0545
 JC0545.The orthometric height was determined by differential leveling
 JC0545.and adjusted by the National Geodetic Survey in June 1991..
 JC0545
 JC0545.The geoid height was determined by GEOID03.
 JC0545
 JC0545.The dynamic height is computed by dividing the NAVD 88
 JC0545.geopotential number by the normal gravity value computed on the
 JC0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0545.degrees latitude (g = 980.6199 gals.).
 JC0545
 JC0545.The modeled gravity was interpolated from observed gravity values.
 JC0545
 JC0545;                    North         East    Units  Estimated Accuracy
 JC0545;SPC MO E     -   330,120.      229,030.      MT  (+/- 180 meters Scaled)
 JC0545
 JC0545                          SUPERSEDED SURVEY CONTROL
 JC0545
 JC0545  NGVD 29 (??/??/92)  170.297  (m)          558.72   (f) ADJ UNCH    2 0
 JC0545
 JC0545.Superseded values are not recommended for survey control.
 JC0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0545.See file dsdata.txt to determine how the superseded data were derived.
 JC0545
 JC0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC961978(NAD 83)
 JC0545_MARKER: DB = BENCH MARK DISK
 JC0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0545_STAMPING: D 149 1935
 JC0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0545+STABILITY: SURFACE MOTION
 JC0545
 JC0545  HISTORY     - Date     Condition        Report By
 JC0545  HISTORY     - 1935     MONUMENTED       CGS
 JC0545
 JC0545                          STATION DESCRIPTION
 JC0545
 JC0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0545'2.3 MI W FROM O FALLON.
 JC0545'2.3 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0545'O FALLON, ST. CHARLES COUNTY, 42 FEET SOUTHWEST OF A PRIVATE-ROAD
 JC0545'CROSSING, 25 FEET WEST OF A FENCE GATE, AND 2 FEET NORTH OF THE
 JC0545'FENCE.  A STANDARD DISK, STAMPED D 149 1935 AND SET IN THE TOP
 JC0545'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0528 ***********************************************************************
 KC0528  DESIGNATION -  D 15
 KC0528  PID         -  KC0528
 KC0528  STATE/COUNTY-  MO/MARION
 KC0528  USGS QUAD   -  MAYWOOD (1975)
 KC0528
 KC0528                         *CURRENT SURVEY CONTROL
 KC0528  ___________________________________________________________________
 KC0528* NAD 83(1986)-  39 56 33.     (N)    091 34 16.     (W)     SCALED    
 KC0528* NAVD 88     -       152.232  (meters)     499.45   (feet)  ADJUSTED  
 KC0528  ___________________________________________________________________
 KC0528  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0528  DYNAMIC HT  -         152.152 (meters)     499.19  (feet)  COMP
 KC0528  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 KC0528
 KC0528  VERT ORDER  -  FIRST     CLASS II
 KC0528
 KC0528.The horizontal coordinates were scaled from a topographic map and have
 KC0528.an estimated accuracy of +/- 6 seconds.
 KC0528
 KC0528.The orthometric height was determined by differential leveling
 KC0528.and adjusted by the National Geodetic Survey in June 1991..
 KC0528
 KC0528.The geoid height was determined by GEOID03.
 KC0528
 KC0528.The dynamic height is computed by dividing the NAVD 88
 KC0528.geopotential number by the normal gravity value computed on the
 KC0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0528.degrees latitude (g = 980.6199 gals.).
 KC0528
 KC0528.The modeled gravity was interpolated from observed gravity values.
 KC0528
 KC0528;                    North         East    Units  Estimated Accuracy
 KC0528;SPC MO E     -   456,610.      158,460.      MT  (+/- 180 meters Scaled)
 KC0528
 KC0528                          SUPERSEDED SURVEY CONTROL
 KC0528
 KC0528  NGVD 29 (??/??/92)  152.314  (m)          499.72   (f) ADJ UNCH    1 2
 KC0528
 KC0528.Superseded values are not recommended for survey control.
 KC0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0528.See file dsdata.txt to determine how the superseded data were derived.
 KC0528
 KC0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE220223(NAD 83)
 KC0528_MARKER: DB = BENCH MARK DISK
 KC0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0528_STAMPING: D 15 1933
 KC0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0528+STABILITY: SURFACE MOTION
 KC0528
 KC0528  HISTORY     - Date     Condition        Report By
 KC0528  HISTORY     - 1933     MONUMENTED       CGS
 KC0528
 KC0528                          STATION DESCRIPTION
 KC0528
 KC0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0528'1.5 MI SE FROM MAYWOOD.
 KC0528'IN MARION COUNTY, 1.5 MILES SOUTHEAST ALONG THE CHICAGO,
 KC0528'BURLINGTON AND QUINCY RAILROAD FROM MAYWOOD, LEWIS COUNTY, ABOUT
 KC0528'1/8 MILE NORTHWEST OF MILEPOST 9, AT A ROAD CROSSING, 30 FEET
 KC0528'EAST OF THE CROSSROAD, 15 FEET EAST OF A CROSSING-WARNING SIGN,
 KC0528'AND 15 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED D
 KC0528'15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0085 ***********************************************************************
 LE0085  DESIGNATION -  D 16
 LE0085  PID         -  LE0085
 LE0085  STATE/COUNTY-  MO/KNOX
 LE0085  USGS QUAD   -  HURDLAND (1966)
 LE0085
 LE0085                         *CURRENT SURVEY CONTROL
 LE0085  ___________________________________________________________________
 LE0085* NAD 83(1986)-  40 08 46.     (N)    092 20 04.     (W)     SCALED    
 LE0085* NAVD 88     -       262.379  (meters)     860.82   (feet)  ADJUSTED  
 LE0085  ___________________________________________________________________
 LE0085  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LE0085  DYNAMIC HT  -         262.238 (meters)     860.36  (feet)  COMP
 LE0085  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 LE0085
 LE0085  VERT ORDER  -  FIRST     CLASS II
 LE0085
 LE0085.The horizontal coordinates were scaled from a topographic map and have
 LE0085.an estimated accuracy of +/- 6 seconds.
 LE0085
 LE0085.The orthometric height was determined by differential leveling
 LE0085.and adjusted by the National Geodetic Survey in June 1991..
 LE0085
 LE0085.The geoid height was determined by GEOID03.
 LE0085
 LE0085.The dynamic height is computed by dividing the NAVD 88
 LE0085.geopotential number by the normal gravity value computed on the
 LE0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0085.degrees latitude (g = 980.6199 gals.).
 LE0085
 LE0085.The modeled gravity was interpolated from observed gravity values.
 LE0085
 LE0085;                    North         East    Units  Estimated Accuracy
 LE0085;SPC MO C     -   478,680.      514,110.      MT  (+/- 180 meters Scaled)
 LE0085
 LE0085                          SUPERSEDED SURVEY CONTROL
 LE0085
 LE0085  NGVD 29 (??/??/92)  262.401  (m)          860.89   (f) ADJ UNCH    1 2
 LE0085
 LE0085.Superseded values are not recommended for survey control.
 LE0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0085.See file dsdata.txt to determine how the superseded data were derived.
 LE0085
 LE0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE566441(NAD 83)
 LE0085_MARKER: DB = BENCH MARK DISK
 LE0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0085_SP_SET: BRIDGE
 LE0085_STAMPING: D 16 1933
 LE0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0085
 LE0085  HISTORY     - Date     Condition        Report By
 LE0085  HISTORY     - 1933     MONUMENTED       CGS
 LE0085  HISTORY     - 1935     GOOD             NGS
 LE0085  HISTORY     - 1967     GOOD             NGS
 LE0085
 LE0085                          STATION DESCRIPTION
 LE0085
 LE0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0085'1.7 MI W FROM HURDLAND.
 LE0085'1.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0085'FROM HURDLAND, KNOX COUNTY, ON THE EAST END OF PLATE GIRDER
 LE0085'BRIDGE 300 C OVER THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 LE0085'NORTH OF THE TRACK, AND IN THE STONE BRIDGE SEAT.  A STANDARD
 LE0085'DISK, STAMPED D 16 1933.
 LE0085
 LE0085                          STATION RECOVERY (1967)
 LE0085
 LE0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0176 ***********************************************************************
 GE0176  DESIGNATION -  D 168
 GE0176  PID         -  GE0176
 GE0176  STATE/COUNTY-  MO/DUNKLIN
 GE0176  USGS QUAD   -  CARDWELL (1983)
 GE0176
 GE0176                         *CURRENT SURVEY CONTROL
 GE0176  ___________________________________________________________________
 GE0176* NAD 83(1986)-  36 03 43.     (N)    090 18 55.     (W)     SCALED    
 GE0176* NAVD 88     -        73.218  (meters)     240.22   (feet)  ADJUSTED  
 GE0176  ___________________________________________________________________
 GE0176  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0176  DYNAMIC HT  -          73.157 (meters)     240.02  (feet)  COMP
 GE0176  MODELED GRAV-     979,799.1   (mgal)                       NAVD 88
 GE0176
 GE0176  VERT ORDER  -  SECOND    CLASS 0
 GE0176
 GE0176.The horizontal coordinates were scaled from a topographic map and have
 GE0176.an estimated accuracy of +/- 6 seconds.
 GE0176
 GE0176.The orthometric height was determined by differential leveling
 GE0176.and adjusted by the National Geodetic Survey in June 1991..
 GE0176
 GE0176.The geoid height was determined by GEOID03.
 GE0176
 GE0176.The dynamic height is computed by dividing the NAVD 88
 GE0176.geopotential number by the normal gravity value computed on the
 GE0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0176.degrees latitude (g = 980.6199 gals.).
 GE0176
 GE0176.The modeled gravity was interpolated from observed gravity values.
 GE0176
 GE0176;                    North         East    Units  Estimated Accuracy
 GE0176;SPC MO E     -    25,380.      266,640.      MT  (+/- 180 meters Scaled)
 GE0176
 GE0176                          SUPERSEDED SURVEY CONTROL
 GE0176
 GE0176  NGVD 29 (??/??/92)   73.20   (m)          240.2    (f) COMPUTED    2 0
 GE0176
 GE0176.Superseded values are not recommended for survey control.
 GE0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0176.See file dsdata.txt to determine how the superseded data were derived.
 GE0176
 GE0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV418941(NAD 83)
 GE0176_MARKER: DB = BENCH MARK DISK
 GE0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0176_STAMPING: D 168 1938
 GE0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0176+STABILITY: SURFACE MOTION
 GE0176
 GE0176  HISTORY     - Date     Condition        Report By
 GE0176  HISTORY     - 1938     MONUMENTED       CGS
 GE0176  HISTORY     - 1956     MARK NOT FOUND   NGS
 GE0176
 GE0176                          STATION DESCRIPTION
 GE0176
 GE0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0176'1.5 MI W FROM CARDWELL.
 GE0176'ON THE ST. LOUIS SOUTHWESTERN RAILWAY, 7 FEET NORTHWEST OF POLE
 GE0176'112/19, 27 FEET NORTH AND 27 FEET EAST OF THE EAST END OF BRIDGE
 GE0176'17, ON THE EAST BANK OF A SMALL CREEK, 27 FEET NORTH OF THE
 GE0176'NORTH RAIL, AND 33 FEET SOUTH OF THE CENTERLINE OF A COUNTY
 GE0176'ROAD.  A STANDARD DISK, STAMPED D 168 1938 AND SET IN THE TOP
 GE0176'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0806 ***********************************************************************
 HD0806  DESIGNATION -  D 169
 HD0806  PID         -  HD0806
 HD0806  STATE/COUNTY-  MO/CEDAR
 HD0806  USGS QUAD   -  WAGONER (1956)
 HD0806
 HD0806                         *CURRENT SURVEY CONTROL
 HD0806  ___________________________________________________________________
 HD0806* NAD 83(1986)-  37 44 01.     (N)    093 55 23.     (W)     SCALED    
 HD0806* NAVD 88     -       273.577  (meters)     897.56   (feet)  ADJUSTED  
 HD0806  ___________________________________________________________________
 HD0806  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HD0806  DYNAMIC HT  -         273.372 (meters)     896.89  (feet)  COMP
 HD0806  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 HD0806
 HD0806  VERT ORDER  -  SECOND    CLASS 0
 HD0806
 HD0806.The horizontal coordinates were scaled from a topographic map and have
 HD0806.an estimated accuracy of +/- 6 seconds.
 HD0806
 HD0806.The orthometric height was determined by differential leveling
 HD0806.and adjusted by the National Geodetic Survey in June 1991..
 HD0806.WARNING-Repeat measurements at this control monument indicate possible
 HD0806.vertical movement.
 HD0806
 HD0806.The geoid height was determined by GEOID03.
 HD0806
 HD0806.The dynamic height is computed by dividing the NAVD 88
 HD0806.geopotential number by the normal gravity value computed on the
 HD0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0806.degrees latitude (g = 980.6199 gals.).
 HD0806
 HD0806.The modeled gravity was interpolated from observed gravity values.
 HD0806
 HD0806;                    North         East    Units  Estimated Accuracy
 HD0806;SPC MO W     -   174,040.      900,850.      MT  (+/- 180 meters Scaled)
 HD0806
 HD0806                          SUPERSEDED SURVEY CONTROL
 HD0806
 HD0806  NGVD 29 (??/??/92)  273.464  (m)          897.19   (f) ADJ UNCH    2 0
 HD0806
 HD0806.Superseded values are not recommended for survey control.
 HD0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0806.See file dsdata.txt to determine how the superseded data were derived.
 HD0806
 HD0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB186766(NAD 83)
 HD0806_MARKER: DB = BENCH MARK DISK
 HD0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0806_SP_SET: CULVERT
 HD0806_STAMPING: D 169 1940
 HD0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0806
 HD0806  HISTORY     - Date     Condition        Report By
 HD0806  HISTORY     - 1940     MONUMENTED       CGS
 HD0806  HISTORY     - 1963     GOOD             NGS
 HD0806
 HD0806                          STATION DESCRIPTION
 HD0806
 HD0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0806'2.5 MI SE FROM FILLEY.
 HD0806'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE CHRISTIAN
 HD0806'CHURCH AT FILLEY, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HD0806'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTHEAST CONCRETE
 HD0806'HEADWALL OF A 2 BY 2 FOOT CONCRETE BOX CULVERT, AND ABOUT LEVEL
 HD0806'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0299 ***********************************************************************
 LE0299  DESIGNATION -  D 17
 LE0299  PID         -  LE0299
 LE0299  STATE/COUNTY-  MO/SULLIVAN
 LE0299  USGS QUAD   -  MILAN EAST (1981)
 LE0299
 LE0299                         *CURRENT SURVEY CONTROL
 LE0299  ___________________________________________________________________
 LE0299* NAD 83(1986)-  40 12 43.     (N)    093 01 33.     (W)     SCALED    
 LE0299* NAVD 88     -       279.616  (meters)     917.37   (feet)  ADJUSTED  
 LE0299  ___________________________________________________________________
 LE0299  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 LE0299  DYNAMIC HT  -         279.471 (meters)     916.90  (feet)  COMP
 LE0299  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 LE0299
 LE0299  VERT ORDER  -  FIRST     CLASS II
 LE0299
 LE0299.The horizontal coordinates were scaled from a topographic map and have
 LE0299.an estimated accuracy of +/- 6 seconds.
 LE0299
 LE0299.The orthometric height was determined by differential leveling
 LE0299.and adjusted by the National Geodetic Survey in June 1991..
 LE0299
 LE0299.The geoid height was determined by GEOID03.
 LE0299
 LE0299.The dynamic height is computed by dividing the NAVD 88
 LE0299.geopotential number by the normal gravity value computed on the
 LE0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0299.degrees latitude (g = 980.6199 gals.).
 LE0299
 LE0299.The modeled gravity was interpolated from observed gravity values.
 LE0299
 LE0299;                    North         East    Units  Estimated Accuracy
 LE0299;SPC MO C     -   486,110.      455,240.      MT  (+/- 180 meters Scaled)
 LE0299
 LE0299                          SUPERSEDED SURVEY CONTROL
 LE0299
 LE0299  NGVD 29 (??/??/92)  279.604  (m)          917.33   (f) ADJ UNCH    1 2
 LE0299
 LE0299.Superseded values are not recommended for survey control.
 LE0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0299.See file dsdata.txt to determine how the superseded data were derived.
 LE0299
 LE0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE978512(NAD 83)
 LE0299_MARKER: DB = BENCH MARK DISK
 LE0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0299_STAMPING: D 17 1933
 LE0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0299+STABILITY: SURFACE MOTION
 LE0299
 LE0299  HISTORY     - Date     Condition        Report By
 LE0299  HISTORY     - 1933     MONUMENTED       CGS
 LE0299  HISTORY     - 1962     MARK NOT FOUND   USGS
 LE0299  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0299
 LE0299                          STATION DESCRIPTION
 LE0299
 LE0299'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LE0299'0.4 MI SW FROM SORRELL.
 LE0299'0.4 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0299'RAILROAD FROM SORRELL, SULLIVAN COUNTY, 16 RAILS SOUTHWEST
 LE0299'OF MILEPOST 99, AT A ROAD CROSSING, 30 FEET EAST OF THE ROAD,
 LE0299'40 FEET NORTH OF THE TRACK, AND NEAR A FENCE CORNER.  A STANDARD
 LE0299'DISK, STAMPED D 17 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LE0299
 LE0299                          STATION RECOVERY (1967)
 LE0299
 LE0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0226 ***********************************************************************
 KE0226  DESIGNATION -  D 170
 KE0226  PID         -  KE0226
 KE0226  STATE/COUNTY-  MO/JACKSON
 KE0226  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE0226
 KE0226                         *CURRENT SURVEY CONTROL
 KE0226  ___________________________________________________________________
 KE0226* NAD 83(1986)-  39 07 39.     (N)    094 30 28.     (W)     SCALED    
 KE0226* NAVD 88     -       228.233  (meters)     748.79   (feet)  ADJUSTED  
 KE0226  ___________________________________________________________________
 KE0226  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0226  DYNAMIC HT  -         228.088 (meters)     748.32  (feet)  COMP
 KE0226  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 KE0226
 KE0226  VERT ORDER  -  FIRST     CLASS II
 KE0226
 KE0226.The horizontal coordinates were scaled from a topographic map and have
 KE0226.an estimated accuracy of +/- 6 seconds.
 KE0226
 KE0226.The orthometric height was determined by differential leveling
 KE0226.and adjusted by the National Geodetic Survey in June 1991..
 KE0226
 KE0226.The geoid height was determined by GEOID03.
 KE0226
 KE0226.The dynamic height is computed by dividing the NAVD 88
 KE0226.geopotential number by the normal gravity value computed on the
 KE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0226.degrees latitude (g = 980.6199 gals.).
 KE0226
 KE0226.The modeled gravity was interpolated from observed gravity values.
 KE0226
 KE0226;                    North         East    Units  Estimated Accuracy
 KE0226;SPC MO W     -   328,600.      849,330.      MT  (+/- 180 meters Scaled)
 KE0226
 KE0226                          SUPERSEDED SURVEY CONTROL
 KE0226
 KE0226  NGVD 29 (??/??/92)  228.155  (m)          748.54   (f) ADJ UNCH    1 2
 KE0226
 KE0226.Superseded values are not recommended for survey control.
 KE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0226.See file dsdata.txt to determine how the superseded data were derived.
 KE0226
 KE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD696320(NAD 83)
 KE0226_MARKER: DB = BENCH MARK DISK
 KE0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0226_SP_SET: CONCRETE WALL
 KE0226_STAMPING: D 170 1940
 KE0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0226
 KE0226  HISTORY     - Date     Condition        Report By
 KE0226  HISTORY     - 1940     MONUMENTED       CGS
 KE0226  HISTORY     - 1948     GOOD             NGS
 KE0226  HISTORY     - 1951     GOOD             NGS
 KE0226  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0226  HISTORY     - 20011113 MARK NOT FOUND   SKW
 KE0226
 KE0226                          STATION DESCRIPTION
 KE0226
 KE0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0226'AT KANSAS CITY.
 KE0226'AT KANSAS CITY, ABOUT 6.3 MILES EAST OF THE EAST END OF THE
 KE0226'UNDERPASS OF THE INTERCITY VIADUCT, ON THE KANSAS CITY SOUTHERN
 KE0226'RAILWAY, ABOUT 4.0 MILES EAST OF THE HANNIBAL BRIDGE OVER THE
 KE0226'MISSOURI RIVER, SET VERTICALLY IN THE SOUTHWEST FACE OF THE K.C.S.
 KE0226'RY. GRAIN ELEVATOR, 1.3 FEET SOUTHEAST OF THE NORTHWEST SIDE OF
 KE0226'THE ELEVATOR, 4.6 FEET ABOVE THE GROUND.
 KE0226
 KE0226                          STATION RECOVERY (1951)
 KE0226
 KE0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0226'RECOVERED IN GOOD CONDITION.
 KE0226
 KE0226                          STATION RECOVERY (1986)
 KE0226
 KE0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0226'MARK NOT FOUND.
 KE0226
 KE0226                          STATION RECOVERY (2001)
 KE0226
 KE0226'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 KE0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0646 ***********************************************************************
 HC0646  DESIGNATION -  D 1=701
 HC0646  PID         -  HC0646
 HC0646  STATE/COUNTY-  MO/PHELPS
 HC0646  USGS QUAD   -  NEWBURG (1992)
 HC0646
 HC0646                         *CURRENT SURVEY CONTROL
 HC0646  ___________________________________________________________________
 HC0646* NAD 83(1986)-  37 54 54.     (N)    091 55 51.     (W)     SCALED    
 HC0646* NAVD 88     -       213.502  (meters)     700.46   (feet)  ADJUSTED  
 HC0646  ___________________________________________________________________
 HC0646  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HC0646  DYNAMIC HT  -         213.348 (meters)     699.96  (feet)  COMP
 HC0646  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 HC0646
 HC0646  VERT ORDER  -  SECOND    CLASS 0
 HC0646
 HC0646.The horizontal coordinates were scaled from a topographic map and have
 HC0646.an estimated accuracy of +/- 6 seconds.
 HC0646
 HC0646.The orthometric height was determined by differential leveling
 HC0646.and adjusted by the National Geodetic Survey in June 1991..
 HC0646
 HC0646.The geoid height was determined by GEOID03.
 HC0646
 HC0646.The dynamic height is computed by dividing the NAVD 88
 HC0646.geopotential number by the normal gravity value computed on the
 HC0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0646.degrees latitude (g = 980.6199 gals.).
 HC0646
 HC0646.The modeled gravity was interpolated from observed gravity values.
 HC0646
 HC0646;                    North         East    Units  Estimated Accuracy
 HC0646;SPC MO C     -   231,150.      550,050.      MT  (+/- 180 meters Scaled)
 HC0646
 HC0646                          SUPERSEDED SURVEY CONTROL
 HC0646
 HC0646  NGVD 29 (??/??/92)  213.452  (m)          700.30   (f) ADJ UNCH    2 0
 HC0646
 HC0646.Superseded values are not recommended for survey control.
 HC0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0646.See file dsdata.txt to determine how the superseded data were derived.
 HC0646
 HC0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB939969(NAD 83)
 HC0646_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HC0646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0646_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0646_STAMPING: 701
 HC0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0646
 HC0646  HISTORY     - Date     Condition        Report By
 HC0646  HISTORY     - UNK      MONUMENTED       USGS
 HC0646  HISTORY     - 1938     GOOD             NGS
 HC0646  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HC0646  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HC0646
 HC0646                          STATION DESCRIPTION
 HC0646
 HC0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HC0646'1.8 MI W FROM NEWBURG.
 HC0646'1.8 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 HC0646'STATION AT NEWBURG, PHELPS COUNTY, AT ALHAMBRA GROTTO, 70 FEET
 HC0646'WEST OF A ROAD CROSSING, 31.2 FEET SOUTH OF THE CENTERLINE OF THE
 HC0646'MAIN TRACK, AT THE ALHAMBRA GROTTO CLUB, IN THE LAWN, AND 29.9
 HC0646'FEET NORTH OF THE NORTHEAST CORNER OF THE BRICK BUILDING USED AS
 HC0646'A CLUBHOUSE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 HC0646'STAMPED 701 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HC0646
 HC0646                          STATION RECOVERY (1975)
 HC0646
 HC0646'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HC0646'MARK NOT FOUND.
 HC0646
 HC0646                          STATION RECOVERY (1975)
 HC0646
 HC0646'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HC0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0349 ***********************************************************************
 GE0349  DESIGNATION -  D 171
 GE0349  PID         -  GE0349
 GE0349  STATE/COUNTY-  MO/RIPLEY
 GE0349  USGS QUAD   -  OXLY (1979)
 GE0349
 GE0349                         *CURRENT SURVEY CONTROL
 GE0349  ___________________________________________________________________
 GE0349* NAD 83(1986)-  36 35 14.     (N)    090 38 51.     (W)     SCALED    
 GE0349* NAVD 88     -        94.868  (meters)     311.25   (feet)  ADJUSTED  
 GE0349  ___________________________________________________________________
 GE0349  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GE0349  DYNAMIC HT  -          94.791 (meters)     310.99  (feet)  COMP
 GE0349  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 GE0349
 GE0349  VERT ORDER  -  FIRST     CLASS II
 GE0349
 GE0349.The horizontal coordinates were scaled from a topographic map and have
 GE0349.an estimated accuracy of +/- 6 seconds.
 GE0349
 GE0349.The orthometric height was determined by differential leveling
 GE0349.and adjusted by the National Geodetic Survey in June 1991..
 GE0349
 GE0349.The geoid height was determined by GEOID03.
 GE0349
 GE0349.The dynamic height is computed by dividing the NAVD 88
 GE0349.geopotential number by the normal gravity value computed on the
 GE0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0349.degrees latitude (g = 980.6199 gals.).
 GE0349
 GE0349.The modeled gravity was interpolated from observed gravity values.
 GE0349
 GE0349;                    North         East    Units  Estimated Accuracy
 GE0349;SPC MO E     -    83,660.      236,800.      MT  (+/- 180 meters Scaled)
 GE0349
 GE0349                          SUPERSEDED SURVEY CONTROL
 GE0349
 GE0349  NGVD 29 (??/??/92)   94.851  (m)          311.19   (f) ADJ UNCH    1 2
 GE0349
 GE0349.Superseded values are not recommended for survey control.
 GE0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0349.See file dsdata.txt to determine how the superseded data were derived.
 GE0349
 GE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA104516(NAD 83)
 GE0349_MARKER: DB = BENCH MARK DISK
 GE0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0349_STAMPING: D 171 1956
 GE0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0349+STABILITY: SURFACE MOTION
 GE0349
 GE0349  HISTORY     - Date     Condition        Report By
 GE0349  HISTORY     - 1956     MONUMENTED       CGS
 GE0349  HISTORY     - 1976     MARK NOT FOUND   USGS
 GE0349
 GE0349                          STATION DESCRIPTION
 GE0349
 GE0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0349'2.5 MI W FROM NAYLOR.
 GE0349'ABOUT 2.5 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0349'STATION AT NAYLOR, ABOUT 2.55 MILES EAST OF THE POST OFFICE AT
 GE0349'OXLY, RIPLEY COUNTY, ABOUT 0.95 MILE NORTHWEST OF BRIDGE OVER
 GE0349'BLACK RIVER, AT A NORTH-SOUTH ROAD CROSSING, 43 FEET
 GE0349'NORTH-NORTHEAST OF NEAR RAIL OR TRACK, 83 FEET NORTHWEST OF
 GE0349'CENTER OF CROSSING, 39 FEET WEST OF CENTER LINE OF ROAD, 27 FEET
 GE0349'NORTH OF TELEPHONE POLE NO. 188/22, 4 FEET SOUTHWEST OF A FENCE
 GE0349'CORNER, 3 1/2 FEET SOUTH OF A FENCE LINE, 2 FEET EAST OF A WHITE
 GE0349'WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET
 GE0349'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GE0349
 GE0349                          STATION RECOVERY (1976)
 GE0349
 GE0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GE0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0706 ***********************************************************************
 JC0706  DESIGNATION -  D 173
 JC0706  PID         -  JC0706
 JC0706  STATE/COUNTY-  MO/FRANKLIN
 JC0706  USGS QUAD   -  GERALD (1980)
 JC0706
 JC0706                         *CURRENT SURVEY CONTROL
 JC0706  ___________________________________________________________________
 JC0706* NAD 83(1986)-  38 23 38.     (N)    091 22 01.     (W)     SCALED    
 JC0706* NAVD 88     -       272.188  (meters)     893.00   (feet)  ADJUSTED  
 JC0706  ___________________________________________________________________
 JC0706  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JC0706  DYNAMIC HT  -         272.004 (meters)     892.40  (feet)  COMP
 JC0706  MODELED GRAV-     979,947.6   (mgal)                       NAVD 88
 JC0706
 JC0706  VERT ORDER  -  SECOND    CLASS 0
 JC0706
 JC0706.The horizontal coordinates were scaled from a topographic map and have
 JC0706.an estimated accuracy of +/- 6 seconds.
 JC0706
 JC0706.The orthometric height was determined by differential leveling
 JC0706.and adjusted by the National Geodetic Survey in June 1991..
 JC0706
 JC0706.The geoid height was determined by GEOID03.
 JC0706
 JC0706.The dynamic height is computed by dividing the NAVD 88
 JC0706.geopotential number by the normal gravity value computed on the
 JC0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0706.degrees latitude (g = 980.6199 gals.).
 JC0706
 JC0706.The modeled gravity was interpolated from observed gravity values.
 JC0706
 JC0706;                    North         East    Units  Estimated Accuracy
 JC0706;SPC MO E     -   284,510.      174,270.      MT  (+/- 180 meters Scaled)
 JC0706
 JC0706                          SUPERSEDED SURVEY CONTROL
 JC0706
 JC0706  NGVD 29 (??/??/92)  272.195  (m)          893.03   (f) ADJ UNCH    2 0
 JC0706
 JC0706.Superseded values are not recommended for survey control.
 JC0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0706.See file dsdata.txt to determine how the superseded data were derived.
 JC0706
 JC0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC426507(NAD 83)
 JC0706_MARKER: DB = BENCH MARK DISK
 JC0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0706_SP_SET: CULVERT
 JC0706_STAMPING: D 173 1940
 JC0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0706
 JC0706  HISTORY     - Date     Condition        Report By
 JC0706  HISTORY     - 1940     MONUMENTED       CGS
 JC0706
 JC0706                          STATION DESCRIPTION
 JC0706
 JC0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JC0706'1.9 MI E FROM ROSEBUD.
 JC0706'IN FRANKLIN COUNTY, 1.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND
 JC0706'AND PACIFIC RAILROAD FROM THE STATION AT ROSEBUD, GASCONADE COUNTY,
 JC0706'2.2 MILES WEST OF THE STATION AT GERALD, 31 POLES WEST OF
 JC0706'MILEPOST 82, AT A ROAD CROSSING, 17.5 FEET EAST OF THE CENTER LINE
 JC0706'OF THE ROAD, 9.5 FEET NORTH OF THE NORTH RAIL, AT A STONE CULVERT,
 JC0706'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, AND 1.6 FEET
 JC0706'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D
 JC0706'173 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0268 ***********************************************************************
 HC0268  DESIGNATION -  D 174
 HC0268  PID         -  HC0268
 HC0268  STATE/COUNTY-  MO/WAYNE
 HC0268  USGS QUAD   -  GREENVILLE SW (1966)
 HC0268
 HC0268                         *CURRENT SURVEY CONTROL
 HC0268  ___________________________________________________________________
 HC0268* NAD 83(1986)-  37 02 42.     (N)    090 28 32.     (W)     SCALED    
 HC0268* NAVD 88     -       175.235  (meters)     574.92   (feet)  ADJUSTED  
 HC0268  ___________________________________________________________________
 HC0268  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HC0268  DYNAMIC HT  -         175.097 (meters)     574.46  (feet)  COMP
 HC0268  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 HC0268
 HC0268  VERT ORDER  -  SECOND    CLASS 0
 HC0268
 HC0268.The horizontal coordinates were scaled from a topographic map and have
 HC0268.an estimated accuracy of +/- 6 seconds.
 HC0268
 HC0268.The orthometric height was determined by differential leveling
 HC0268.and adjusted by the National Geodetic Survey in June 1991..
 HC0268
 HC0268.The geoid height was determined by GEOID03.
 HC0268
 HC0268.The dynamic height is computed by dividing the NAVD 88
 HC0268.geopotential number by the normal gravity value computed on the
 HC0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0268.degrees latitude (g = 980.6199 gals.).
 HC0268
 HC0268.The modeled gravity was interpolated from observed gravity values.
 HC0268
 HC0268;                    North         East    Units  Estimated Accuracy
 HC0268;SPC MO E     -   134,450.      252,170.      MT  (+/- 180 meters Scaled)
 HC0268
 HC0268                          SUPERSEDED SURVEY CONTROL
 HC0268
 HC0268  NGVD 29 (??/??/92)  175.280  (m)          575.06   (f) ADJ UNCH    2 0
 HC0268
 HC0268.Superseded values are not recommended for survey control.
 HC0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0268.See file dsdata.txt to determine how the superseded data were derived.
 HC0268
 HC0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB245028(NAD 83)
 HC0268_MARKER: DB = BENCH MARK DISK
 HC0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0268_SP_SET: CULVERT
 HC0268_STAMPING: D 174 1945
 HC0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0268
 HC0268  HISTORY     - Date     Condition        Report By
 HC0268  HISTORY     - 1934     MONUMENTED       CGS
 HC0268  HISTORY     - 1945     GOOD             NGS
 HC0268  HISTORY     - 20020503 MARK NOT FOUND   USACE
 HC0268
 HC0268                          STATION DESCRIPTION
 HC0268
 HC0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HC0268'4.2 MI N FROM TASKEE STATION.
 HC0268'4.2 MILES NORTH ALONG OLD U.S. HIGHWAY 67 FROM THE VILLAGE OF
 HC0268'TASKEE STATION, WAYNE COUNTY, 1.6 MILES NORTH OF A FARMHOUSE ON
 HC0268'THE WEST SIDE OF THE OLD HIGHWAY, AT AN OLD CONCRETE CULVERT, IN
 HC0268'THE TOP OF THE WEST HEADWALL, AND 10 FEET WEST OF THE CENTERLINE
 HC0268'OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED D 174 1945.
 HC0268
 HC0268                          STATION RECOVERY (2002)
 HC0268
 HC0268'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE2067 ***********************************************************************
 JE2067  DESIGNATION -  D 175 RESET
 JE2067  PID         -  JE2067
 JE2067  STATE/COUNTY-  MO/BATES
 JE2067  USGS QUAD   -  PAPINVILLE (1991)
 JE2067
 JE2067                         *CURRENT SURVEY CONTROL
 JE2067  ___________________________________________________________________
 JE2067* NAD 83(1986)-  38 04 42.     (N)    094 11 10.     (W)     SCALED    
 JE2067* NAVD 88     -       227.04   (meters)     744.9    (feet)  RESET     
 JE2067  ___________________________________________________________________
 JE2067  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE2067
 JE2067  VERT ORDER  -  THIRD
 JE2067
 JE2067.The horizontal coordinates were scaled from a topographic map and have
 JE2067.an estimated accuracy of +/- 6 seconds.
 JE2067
 JE2067.The orthometric height was computed from unverified reset data.
 JE2067.No vertical observational check was made to the station.
 JE2067
 JE2067.The geoid height was determined by GEOID03.
 JE2067
 JE2067;                    North         East    Units  Estimated Accuracy
 JE2067;SPC MO W     -   212,190.      877,540.      MT  (+/- 180 meters Scaled)
 JE2067
 JE2067                          SUPERSEDED SURVEY CONTROL
 JE2067
 JE2067  NGVD 29 (02/22/06)  226.92   (m)          744.5    (f) RESET       3  
 JE2067
 JE2067.Superseded values are not recommended for survey control.
 JE2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2067.See file dsdata.txt to determine how the superseded data were derived.
 JE2067
 JE2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC959151(NAD 83)
 JE2067_MARKER: DB = BENCH MARK DISK
 JE2067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JE2067_SP_SET: HEADWALL
 JE2067_STAMPING: D 175 RESET 1979
 JE2067_MARK LOGO: NGS   
 JE2067_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2067+STABILITY: SURFACE MOTION
 JE2067
 JE2067  HISTORY     - Date     Condition        Report By
 JE2067  HISTORY     - 1979     MONUMENTED       LOCENG
 JE2067
 JE2067                          STATION DESCRIPTION
 JE2067
 JE2067'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 JE2067'0.5 MI (0.8 KM) WEST ON GRAVEL ROAD FROM ROUTE O IN PRAIRIE CITY, 18
 JE2067'FEET NORTH OF CENTERLINE OF GRAVEL ROAD AND 0.5 FT (0.2 M) BELOW THE
 JE2067'LEVEL OF ROAD, IN THE NORTH HEADWALL OF RCB BRIDGE OVER WILLOW CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0894 ***********************************************************************
 HD0894  DESIGNATION -  D 176
 HD0894  PID         -  HD0894
 HD0894  STATE/COUNTY-  MO/ST CLAIR
 HD0894  USGS QUAD   -  TIFFIN (1991)
 HD0894
 HD0894                         *CURRENT SURVEY CONTROL
 HD0894  ___________________________________________________________________
 HD0894* NAD 83(1986)-  37 59 08.     (N)    093 59 33.     (W)     SCALED    
 HD0894* NAVD 88     -       244.926  (meters)     803.56   (feet)  ADJUSTED  
 HD0894  ___________________________________________________________________
 HD0894  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HD0894  DYNAMIC HT  -         244.746 (meters)     802.97  (feet)  COMP
 HD0894  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 HD0894
 HD0894  VERT ORDER  -  SECOND    CLASS 0
 HD0894
 HD0894.The horizontal coordinates were scaled from a topographic map and have
 HD0894.an estimated accuracy of +/- 6 seconds.
 HD0894
 HD0894.The orthometric height was determined by differential leveling
 HD0894.and adjusted by the National Geodetic Survey in June 1991..
 HD0894
 HD0894.The geoid height was determined by GEOID03.
 HD0894
 HD0894.The dynamic height is computed by dividing the NAVD 88
 HD0894.geopotential number by the normal gravity value computed on the
 HD0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0894.degrees latitude (g = 980.6199 gals.).
 HD0894
 HD0894.The modeled gravity was interpolated from observed gravity values.
 HD0894
 HD0894;                    North         East    Units  Estimated Accuracy
 HD0894;SPC MO W     -   201,970.      894,580.      MT  (+/- 180 meters Scaled)
 HD0894
 HD0894                          SUPERSEDED SURVEY CONTROL
 HD0894
 HD0894  NGVD 29 (??/??/92)  244.820  (m)          803.21   (f) ADJ UNCH    2 0
 HD0894
 HD0894.Superseded values are not recommended for survey control.
 HD0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0894.See file dsdata.txt to determine how the superseded data were derived.
 HD0894
 HD0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC128046(NAD 83)
 HD0894_MARKER: DB = BENCH MARK DISK
 HD0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0894_SP_SET: CULVERT
 HD0894_STAMPING: D 176 1945
 HD0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0894
 HD0894  HISTORY     - Date     Condition        Report By
 HD0894  HISTORY     - 1945     MONUMENTED       CGS
 HD0894  HISTORY     - 1962     GOOD             NGS
 HD0894  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0894
 HD0894                          STATION DESCRIPTION
 HD0894
 HD0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0894'1.4 MI SE FROM TABERVILLE.
 HD0894'1.2 MILES SOUTH ALONG COUNTY ROAD H FROM THE NORTH END OF THE
 HD0894'HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE, THENCE 0.2
 HD0894'MILE EAST ALONG A GRAVELED ROAD, 8 1/2 FEET NORTH OF THE
 HD0894'CENTER LINE OF THE ROAD, SET IN THE TOP AND 1 FOOT WEST OF THE
 HD0894'EAST END OF THE NORTH CONCRETE HEADWALL OF A 5-FOOT CONCRETE
 HD0894'CULVERT, 16 FEET SOUTH OF A FENCE, AND ABOUT LEVEL WITH
 HD0894'THE ROAD.
 HD0894
 HD0894                          STATION RECOVERY (1988)
 HD0894
 HD0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBD)
 HD0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0886 ***********************************************************************
 HD0886  DESIGNATION -  D 177
 HD0886  PID         -  HD0886
 HD0886  STATE/COUNTY-  MO/ST CLAIR
 HD0886  USGS QUAD   -  TIFFIN (1991)
 HD0886
 HD0886                         *CURRENT SURVEY CONTROL
 HD0886  ___________________________________________________________________
 HD0886* NAD 83(1986)-  37 57 45.     (N)    093 56 50.     (W)     SCALED    
 HD0886* NAVD 88     -       240.528  (meters)     789.13   (feet)  ADJUSTED  
 HD0886  ___________________________________________________________________
 HD0886  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HD0886  DYNAMIC HT  -         240.350 (meters)     788.55  (feet)  COMP
 HD0886  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 HD0886
 HD0886  VERT ORDER  -  SECOND    CLASS 0
 HD0886
 HD0886.The horizontal coordinates were scaled from a topographic map and have
 HD0886.an estimated accuracy of +/- 6 seconds.
 HD0886
 HD0886.The orthometric height was determined by differential leveling
 HD0886.and adjusted by the National Geodetic Survey in June 1991..
 HD0886
 HD0886.The geoid height was determined by GEOID03.
 HD0886
 HD0886.The dynamic height is computed by dividing the NAVD 88
 HD0886.geopotential number by the normal gravity value computed on the
 HD0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0886.degrees latitude (g = 980.6199 gals.).
 HD0886
 HD0886.The modeled gravity was interpolated from observed gravity values.
 HD0886
 HD0886;                    North         East    Units  Estimated Accuracy
 HD0886;SPC MO W     -   199,430.      898,570.      MT  (+/- 180 meters Scaled)
 HD0886
 HD0886                          SUPERSEDED SURVEY CONTROL
 HD0886
 HD0886  NGVD 29 (??/??/92)  240.42   (m)          788.8    (f) COMPUTED    2 0
 HD0886
 HD0886.Superseded values are not recommended for survey control.
 HD0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0886.See file dsdata.txt to determine how the superseded data were derived.
 HD0886
 HD0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC167020(NAD 83)
 HD0886_MARKER: DB = BENCH MARK DISK
 HD0886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0886_SP_SET: CULVERT
 HD0886_STAMPING: D 177 1945
 HD0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0886
 HD0886  HISTORY     - Date     Condition        Report By
 HD0886  HISTORY     - 1945     MONUMENTED       CGS
 HD0886
 HD0886                          STATION DESCRIPTION
 HD0886
 HD0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0886'1 MI NW FROM TIFFIN.
 HD0886'1.0 MILE NORTHWEST FROM THE POST OFFICE AT THE INTERSECTION
 HD0886'OF HIGHWAY 82 AND A GRAVEL ROAD AT TIFFIN GO NORTH ALONG A GRAVEL
 HD0886'ROAD 0.5 MILES, THENCE WEST 0.5 MILES TO A 2 FOOT CONCRETE
 HD0886'CULVERT AT THE JUNCTION OF A T ROAD LEADING NORTH.  THE MARK
 HD0886'IS A BRONZE DISK SET IN THE TOP AND CENTER OF THE NORTH HEAD
 HD0886'WALL, 9 FEET NORTH OF AND 0.8 FEET HIGHER THAN THE CENTERLINE
 HD0886'OF THE ROAD RUNNING EAST AND WEST, 21 FEET WEST OF THE CENTERLINE
 HD0886'OF THE ROAD LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0887 ***********************************************************************
 HD0887  DESIGNATION -  D 177 RESET
 HD0887  PID         -  HD0887
 HD0887  STATE/COUNTY-  MO/ST CLAIR
 HD0887  USGS QUAD   -  TIFFIN (1991)
 HD0887
 HD0887                         *CURRENT SURVEY CONTROL
 HD0887  ___________________________________________________________________
 HD0887* NAD 83(1986)-  37 57 44.     (N)    093 56 50.     (W)     SCALED    
 HD0887* NAVD 88     -       241.124  (meters)     791.09   (feet)  ADJUSTED  
 HD0887  ___________________________________________________________________
 HD0887  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HD0887  DYNAMIC HT  -         240.946 (meters)     790.50  (feet)  COMP
 HD0887  MODELED GRAV-     979,884.0   (mgal)                       NAVD 88
 HD0887
 HD0887  VERT ORDER  -  SECOND    CLASS 0
 HD0887
 HD0887.The horizontal coordinates were scaled from a topographic map and have
 HD0887.an estimated accuracy of +/- 6 seconds.
 HD0887
 HD0887.The orthometric height was determined by differential leveling
 HD0887.and adjusted by the National Geodetic Survey in June 1991..
 HD0887
 HD0887.The geoid height was determined by GEOID03.
 HD0887
 HD0887.The dynamic height is computed by dividing the NAVD 88
 HD0887.geopotential number by the normal gravity value computed on the
 HD0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0887.degrees latitude (g = 980.6199 gals.).
 HD0887
 HD0887.The modeled gravity was interpolated from observed gravity values.
 HD0887
 HD0887;                    North         East    Units  Estimated Accuracy
 HD0887;SPC MO W     -   199,400.      898,570.      MT  (+/- 180 meters Scaled)
 HD0887
 HD0887                          SUPERSEDED SURVEY CONTROL
 HD0887
 HD0887  NGVD 29 (??/??/92)  241.013  (m)          790.72   (f) ADJ UNCH    2 0
 HD0887
 HD0887.Superseded values are not recommended for survey control.
 HD0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0887.See file dsdata.txt to determine how the superseded data were derived.
 HD0887
 HD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC167020(NAD 83)
 HD0887_MARKER: DB = BENCH MARK DISK
 HD0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0887_STAMPING: D 177 RESET 1957
 HD0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0887+STABILITY: SURFACE MOTION
 HD0887
 HD0887  HISTORY     - Date     Condition        Report By
 HD0887  HISTORY     - 1957     MONUMENTED       CGS
 HD0887  HISTORY     - 1962     GOOD             NGS
 HD0887  HISTORY     - 1965     GOOD             NGS
 HD0887
 HD0887                          STATION DESCRIPTION
 HD0887
 HD0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0887'1 MI NW FROM TIFFIN.
 HD0887'1.0 MILE NORTHWEST ALONG COUNTY ROAD O FROM THE JUNCTION OF
 HD0887'STATE HIGHWAY 82 AND COUNTY ROAD O AT TIFFIN, IN SECTION 19,
 HD0887'T 37 N, R 27 W, 0.5 MILE SOUTHEAST OF A FARMHOUSE, 51 FEET
 HD0887'SOUTH OF THE CENTER OF A JUNCTION OF COUNTY ROAD O AND A DIRT
 HD0887'ROAD LEADING NORTH, 39 FEET SOUTH OF THE CENTER LINE OF COUNTY
 HD0887'ROAD O, 14 FEET WEST OF A FENCE CORNER, 1.8 FEET SOUTHEAST OF
 HD0887'A POWER POLE, 4.2 FEET WEST OF A METAL WITNESS POST, AND SET
 HD0887'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HD0887
 HD0887                          STATION RECOVERY (1965)
 HD0887
 HD0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HD0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0620 ***********************************************************************
 HD0620  DESIGNATION -  D 178
 HD0620  PID         -  HD0620
 HD0620  STATE/COUNTY-  MO/POLK
 HD0620  USGS QUAD   -  CLIQUOT (1981)
 HD0620
 HD0620                         *CURRENT SURVEY CONTROL
 HD0620  ___________________________________________________________________
 HD0620* NAD 83(1986)-  37 39 38.     (N)    093 23 00.     (W)     SCALED    
 HD0620* NAVD 88     -       310.891  (meters)    1019.98   (feet)  ADJUSTED  
 HD0620  ___________________________________________________________________
 HD0620  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HD0620  DYNAMIC HT  -         310.656 (meters)    1019.21  (feet)  COMP
 HD0620  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 HD0620
 HD0620  VERT ORDER  -  SECOND    CLASS 0
 HD0620
 HD0620.The horizontal coordinates were scaled from a topographic map and have
 HD0620.an estimated accuracy of +/- 6 seconds.
 HD0620
 HD0620.The orthometric height was determined by differential leveling
 HD0620.and adjusted by the National Geodetic Survey in June 1991..
 HD0620
 HD0620.The geoid height was determined by GEOID03.
 HD0620
 HD0620.The dynamic height is computed by dividing the NAVD 88
 HD0620.geopotential number by the normal gravity value computed on the
 HD0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0620.degrees latitude (g = 980.6199 gals.).
 HD0620
 HD0620.The modeled gravity was interpolated from observed gravity values.
 HD0620
 HD0620;                    North         East    Units  Estimated Accuracy
 HD0620;SPC MO C     -   203,130.      422,060.      MT  (+/- 180 meters Scaled)
 HD0620
 HD0620                          SUPERSEDED SURVEY CONTROL
 HD0620
 HD0620  NGVD 29 (??/??/92)  310.779  (m)         1019.61   (f) ADJ UNCH    2 0
 HD0620
 HD0620.Superseded values are not recommended for survey control.
 HD0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0620.See file dsdata.txt to determine how the superseded data were derived.
 HD0620
 HD0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB661682(NAD 83)
 HD0620_MARKER: DB = BENCH MARK DISK
 HD0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0620_STAMPING: D 178 1945
 HD0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0620+STABILITY: SURFACE MOTION
 HD0620
 HD0620  HISTORY     - Date     Condition        Report By
 HD0620  HISTORY     - 1945     MONUMENTED       CGS
 HD0620  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 HD0620
 HD0620                          STATION DESCRIPTION
 HD0620
 HD0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0620'4.2 MI N FROM BOLIVAR.
 HD0620'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK COUNTY,
 HD0620'ALONG STATE HIGHWAY NO. 64, THENCE 3.5 MILES NORTH ALONG COUNTY
 HD0620'HIGHWAY D, TO SITE OF MARK, IN THE NORTHWEST CORNER OF A SCHOOL-HOUSE
 HD0620'YARD, 126.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 HD0620'SCHOOL-HOUSE, 36.0 FEET EAST AND 3.0 FEET HIGHER THAN THE CENTERLINE
 HD0620'OF THE HIGHWAY, 14.0 FEET NORTHWEST OF AN 18-INCH OAK TREE, 4.0
 HD0620'FEET SOUTHEAST OF A FENCE CORNER AND 1.0 FOOT WEST OF A 4- BY-4
 HD0620'INCH MARKER POST.  A BRONZE DISK, STAMPED D 178 1945 AND SET IN
 HD0620'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 HD0620
 HD0620                          STATION RECOVERY (2004)
 HD0620
 HD0620'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 HD0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0588 ***********************************************************************
 HD0588  DESIGNATION -  D 179
 HD0588  PID         -  HD0588
 HD0588  STATE/COUNTY-  MO/HICKORY
 HD0588  USGS QUAD   -  WHEATLAND (1982)
 HD0588
 HD0588                         *CURRENT SURVEY CONTROL
 HD0588  ___________________________________________________________________
 HD0588* NAD 83(1986)-  37 53 39.     (N)    093 22 33.     (W)     SCALED    
 HD0588* NAVD 88     -       320.635  (meters)    1051.95   (feet)  ADJUSTED  
 HD0588  ___________________________________________________________________
 HD0588  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HD0588  DYNAMIC HT  -         320.398 (meters)    1051.17  (feet)  COMP
 HD0588  MODELED GRAV-     979,879.2   (mgal)                       NAVD 88
 HD0588
 HD0588  VERT ORDER  -  SECOND    CLASS 0
 HD0588
 HD0588.The horizontal coordinates were scaled from a topographic map and have
 HD0588.an estimated accuracy of +/- 6 seconds.
 HD0588
 HD0588.The orthometric height was determined by differential leveling
 HD0588.and adjusted by the National Geodetic Survey in June 1991..
 HD0588
 HD0588.The geoid height was determined by GEOID03.
 HD0588
 HD0588.The dynamic height is computed by dividing the NAVD 88
 HD0588.geopotential number by the normal gravity value computed on the
 HD0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0588.degrees latitude (g = 980.6199 gals.).
 HD0588
 HD0588.The modeled gravity was interpolated from observed gravity values.
 HD0588
 HD0588;                    North         East    Units  Estimated Accuracy
 HD0588;SPC MO C     -   229,050.      422,970.      MT  (+/- 180 meters Scaled)
 HD0588
 HD0588                          SUPERSEDED SURVEY CONTROL
 HD0588
 HD0588  NGVD 29 (??/??/92)  320.524  (m)         1051.59   (f) ADJ UNCH    2 0
 HD0588
 HD0588.Superseded values are not recommended for survey control.
 HD0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0588.See file dsdata.txt to determine how the superseded data were derived.
 HD0588
 HD0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB669941(NAD 83)
 HD0588_MARKER: DB = BENCH MARK DISK
 HD0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0588_STAMPING: D 179 1945
 HD0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0588+STABILITY: SURFACE MOTION
 HD0588
 HD0588  HISTORY     - Date     Condition        Report By
 HD0588  HISTORY     - 1945     MONUMENTED       CGS
 HD0588
 HD0588                          STATION DESCRIPTION
 HD0588
 HD0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0588'5.8 MI NE FROM ELKTON.
 HD0588'1.5 MILES NORTH FROM THE CHRISTIAN CHURCH AT ELKTON, HICKORY COUNTY,
 HD0588'ALONG STATE HIGHWAY NO. 83, THENCE 0.2 MILE EAST ALONG A DIRT
 HD0588'ROAD, 0.3 MILE SOUTH ALONG A DIRT ROAD, 1.8 MILES EAST ALONG A DIRT
 HD0588'ROAD, 2.1 MILES NORTH ALONG ANOTHER DIRT ROAD TO SITE OF MARK AT
 HD0588'THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 150 YARDS SOUTHWEST
 HD0588'OF A SMALL FRAME FARMHOUSE, AT A POINT WHERE ROAD CURVES FROM THE
 HD0588'EAST TO THE SOUTHWEST, 20.0 FEET NORTH AND 2.0 FEET HIGHER THAN
 HD0588'THE CENTERLINE OF THE ROAD, 35.0 FEET EAST OF A 12-INCH WALNUT
 HD0588'TREE, 3.0 FEET NORTHEAST OF A FENCE CORNER AND 1.0 FOOT WEST OF A
 HD0588'4-BY-4 INCH MARKER POST.  A BRONZE DISK, STAMPED D 179 1945 SET
 HD0588'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0330 ***********************************************************************
 LE0330  DESIGNATION -  D 18
 LE0330  PID         -  LE0330
 LE0330  STATE/COUNTY-  MO/GRUNDY
 LE0330  USGS QUAD   -  BRIMSON (1984)
 LE0330
 LE0330                         *CURRENT SURVEY CONTROL
 LE0330  ___________________________________________________________________
 LE0330* NAD 83(1986)-  40 08 11.     (N)    093 42 59.     (W)     SCALED    
 LE0330* NAVD 88     -       232.125  (meters)     761.56   (feet)  ADJUSTED  
 LE0330  ___________________________________________________________________
 LE0330  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LE0330  DYNAMIC HT  -         232.001 (meters)     761.16  (feet)  COMP
 LE0330  MODELED GRAV-     980,083.8   (mgal)                       NAVD 88
 LE0330
 LE0330  VERT ORDER  -  FIRST     CLASS II
 LE0330
 LE0330.The horizontal coordinates were scaled from a topographic map and have
 LE0330.an estimated accuracy of +/- 6 seconds.
 LE0330
 LE0330.The orthometric height was determined by differential leveling
 LE0330.and adjusted by the National Geodetic Survey in June 1991..
 LE0330
 LE0330.The geoid height was determined by GEOID03.
 LE0330
 LE0330.The dynamic height is computed by dividing the NAVD 88
 LE0330.geopotential number by the normal gravity value computed on the
 LE0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0330.degrees latitude (g = 980.6199 gals.).
 LE0330
 LE0330.The modeled gravity was interpolated from observed gravity values.
 LE0330
 LE0330;                    North         East    Units  Estimated Accuracy
 LE0330;SPC MO C     -   478,300.      396,340.      MT  (+/- 180 meters Scaled)
 LE0330
 LE0330                          SUPERSEDED SURVEY CONTROL
 LE0330
 LE0330  NGVD 29 (??/??/92)  232.086  (m)          761.44   (f) ADJ UNCH    1 2
 LE0330
 LE0330.Superseded values are not recommended for survey control.
 LE0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0330.See file dsdata.txt to determine how the superseded data were derived.
 LE0330
 LE0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE389431(NAD 83)
 LE0330_MARKER: DB = BENCH MARK DISK
 LE0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0330_STAMPING: D 18 1933
 LE0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0330+STABILITY: SURFACE MOTION
 LE0330
 LE0330  HISTORY     - Date     Condition        Report By
 LE0330  HISTORY     - 1933     MONUMENTED       CGS
 LE0330  HISTORY     - 1966     GOOD             NGS
 LE0330  HISTORY     - 20030709 MARK NOT FOUND   MODNR
 LE0330
 LE0330                          STATION DESCRIPTION
 LE0330
 LE0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LE0330'1.4 MI E FROM BRIMSON.
 LE0330'ABOUT 1.4 MILES EAST ALONG THE TOP OF THE OLD RAILROAD GRADE
 LE0330'FROM STATE HIGHWAY 146 AT BRIMSON, 15 FEET NORTH OF THE CENTERLINE
 LE0330'OF THE ROAD ALONG TOP OF OLD GRADE, 4 FEET WEST OF THE CENTERLINE
 LE0330'OF A TRACK ROAD LEADING NORTH FROM THE OLD GRADE AND 3.5 FEET EAST
 LE0330'OF A METAL WITNESS POST.
 LE0330
 LE0330                          STATION RECOVERY (2003)
 LE0330
 LE0330'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 LE0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1333 ***********************************************************************
 JD1333  DESIGNATION -  D 180
 JD1333  PID         -  JD1333
 JD1333  STATE/COUNTY-  MO/BENTON
 JD1333  USGS QUAD   -  FRISTOE (1982)
 JD1333
 JD1333                         *CURRENT SURVEY CONTROL
 JD1333  ___________________________________________________________________
 JD1333* NAD 83(1986)-  38 06 39.     (N)    093 21 17.     (W)     SCALED    
 JD1333* NAVD 88     -       224.506  (meters)     736.57   (feet)  ADJUSTED  
 JD1333  ___________________________________________________________________
 JD1333  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JD1333  DYNAMIC HT  -         224.344 (meters)     736.04  (feet)  COMP
 JD1333  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 JD1333
 JD1333  VERT ORDER  -  SECOND    CLASS 0
 JD1333
 JD1333.The horizontal coordinates were scaled from a topographic map and have
 JD1333.an estimated accuracy of +/- 6 seconds.
 JD1333
 JD1333.The orthometric height was determined by differential leveling
 JD1333.and adjusted by the National Geodetic Survey in June 1991..
 JD1333
 JD1333.The geoid height was determined by GEOID03.
 JD1333
 JD1333.The dynamic height is computed by dividing the NAVD 88
 JD1333.geopotential number by the normal gravity value computed on the
 JD1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1333.degrees latitude (g = 980.6199 gals.).
 JD1333
 JD1333.The modeled gravity was interpolated from observed gravity values.
 JD1333
 JD1333;                    North         East    Units  Estimated Accuracy
 JD1333;SPC MO C     -   253,080.      425,050.      MT  (+/- 180 meters Scaled)
 JD1333
 JD1333                          SUPERSEDED SURVEY CONTROL
 JD1333
 JD1333  NGVD 29 (??/??/92)  224.390  (m)          736.19   (f) ADJ UNCH    2 0
 JD1333
 JD1333.Superseded values are not recommended for survey control.
 JD1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1333.See file dsdata.txt to determine how the superseded data were derived.
 JD1333
 JD1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC689181(NAD 83)
 JD1333_MARKER: DB = BENCH MARK DISK
 JD1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1333_STAMPING: D 180 1945
 JD1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1333+STABILITY: SURFACE MOTION
 JD1333
 JD1333  HISTORY     - Date     Condition        Report By
 JD1333  HISTORY     - 1945     MONUMENTED       CGS
 JD1333
 JD1333                          STATION DESCRIPTION
 JD1333
 JD1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JD1333'12.7 MI N FROM WHEATLAND.
 JD1333'TO REACH FROM THE POST OFFICE AT WHEATLAND, GO 1 BLOCK EAST,
 JD1333'AND 9.5 MILES NORTH ALONG HICKORY COUNTY HIGHWAY B, 3.2 MILES
 JD1333'NORTH ALONG A GRAVELED ROAD TO SITE OF THE MARK, 0.1 MILE
 JD1333'NORTHWEST OF A SCHOOLHOUSE, 10 FEET WEST AND 1 FOOT HIGHER
 JD1333'THAN THE CENTERLINE OF THE ROAD, ON TOP OF THE NORTH END OF THE
 JD1333'WEST HEADWALL OF A 4-BY-12 INCH CONCRETE CULVERT.  A STANDARD
 JD1333'DISK, STAMPED D 180 1945 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0633 ***********************************************************************
 HD0633  DESIGNATION -  D 181
 HD0633  PID         -  HD0633
 HD0633  STATE/COUNTY-  MO/HICKORY
 HD0633  USGS QUAD   -  PRESTON (1972)
 HD0633
 HD0633                         *CURRENT SURVEY CONTROL
 HD0633  ___________________________________________________________________
 HD0633* NAD 83(1986)-  37 56 30.     (N)    093 13 20.     (W)     SCALED    
 HD0633* NAVD 88     -       300.684  (meters)     986.49   (feet)  ADJUSTED  
 HD0633  ___________________________________________________________________
 HD0633  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HD0633  DYNAMIC HT  -         300.462 (meters)     985.77  (feet)  COMP
 HD0633  MODELED GRAV-     979,882.2   (mgal)                       NAVD 88
 HD0633
 HD0633  VERT ORDER  -  SECOND    CLASS 0
 HD0633
 HD0633.The horizontal coordinates were scaled from a topographic map and have
 HD0633.an estimated accuracy of +/- 6 seconds.
 HD0633
 HD0633.The orthometric height was determined by differential leveling
 HD0633.and adjusted by the National Geodetic Survey in June 1991..
 HD0633
 HD0633.The geoid height was determined by GEOID03.
 HD0633
 HD0633.The dynamic height is computed by dividing the NAVD 88
 HD0633.geopotential number by the normal gravity value computed on the
 HD0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0633.degrees latitude (g = 980.6199 gals.).
 HD0633
 HD0633.The modeled gravity was interpolated from observed gravity values.
 HD0633
 HD0633;                    North         East    Units  Estimated Accuracy
 HD0633;SPC MO C     -   234,200.      436,520.      MT  (+/- 180 meters Scaled)
 HD0633
 HD0633                          SUPERSEDED SURVEY CONTROL
 HD0633
 HD0633  NGVD 29 (??/??/92)  300.571  (m)          986.12   (f) ADJ UNCH    2 0
 HD0633
 HD0633.Superseded values are not recommended for survey control.
 HD0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0633.See file dsdata.txt to determine how the superseded data were derived.
 HD0633
 HD0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB804993(NAD 83)
 HD0633_MARKER: DB = BENCH MARK DISK
 HD0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0633_SP_SET: CULVERT
 HD0633_STAMPING: D 181 1945
 HD0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0633
 HD0633  HISTORY     - Date     Condition        Report By
 HD0633  HISTORY     - 1945     MONUMENTED       CGS
 HD0633
 HD0633                          STATION DESCRIPTION
 HD0633
 HD0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0633'0.5 MI W FROM PRESTON.
 HD0633'0.5 MILE WEST FROM THE M P CHURCH AT PRESTON, HICKORY COUNTY,
 HD0633'ALONG U.S. HIGHWAY NO. 54, 20 FEET NORTH AND 0.5 FOOT LOWER THAN
 HD0633'THE CENTERLINE OF THE HIGHWAY ON TOP OF THE WEST END OF THE
 HD0633'NORTH HEADWALL OF A 12-BY-24-INCH TWO COMPARTMENT CONCRETE CULVERT.
 HD0633'AN IRON DISK, STAMPED D 181 1945 AND SET IN A DRILL HOLE IN
 HD0633'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0186 ***********************************************************************
 JE0186  DESIGNATION -  D 182
 JE0186  PID         -  JE0186
 JE0186  STATE/COUNTY-  MO/CASS
 JE0186  USGS QUAD   -  GARDEN CITY (1954)
 JE0186
 JE0186                         *CURRENT SURVEY CONTROL
 JE0186  ___________________________________________________________________
 JE0186* NAD 83(1986)-  38 33 01.     (N)    094 11 37.     (W)     SCALED    
 JE0186* NAVD 88     -       283.830  (meters)     931.20   (feet)  ADJUSTED  
 JE0186  ___________________________________________________________________
 JE0186  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0186  DYNAMIC HT  -         283.635 (meters)     930.56  (feet)  COMP
 JE0186  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 JE0186
 JE0186  VERT ORDER  -  SECOND    CLASS 0
 JE0186
 JE0186.The horizontal coordinates were scaled from a topographic map and have
 JE0186.an estimated accuracy of +/- 6 seconds.
 JE0186
 JE0186.The orthometric height was determined by differential leveling
 JE0186.and adjusted by the National Geodetic Survey in June 1991..
 JE0186
 JE0186.The geoid height was determined by GEOID03.
 JE0186
 JE0186.The dynamic height is computed by dividing the NAVD 88
 JE0186.geopotential number by the normal gravity value computed on the
 JE0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0186.degrees latitude (g = 980.6199 gals.).
 JE0186
 JE0186.The modeled gravity was interpolated from observed gravity values.
 JE0186
 JE0186;                    North         East    Units  Estimated Accuracy
 JE0186;SPC MO W     -   264,570.      876,710.      MT  (+/- 180 meters Scaled)
 JE0186
 JE0186                          SUPERSEDED SURVEY CONTROL
 JE0186
 JE0186  NGVD 29 (??/??/92)  283.691  (m)          930.74   (f) ADJ UNCH    2 0
 JE0186
 JE0186.Superseded values are not recommended for survey control.
 JE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0186.See file dsdata.txt to determine how the superseded data were derived.
 JE0186
 JE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC959675(NAD 83)
 JE0186_MARKER: DB = BENCH MARK DISK
 JE0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0186_STAMPING: D 182 1945
 JE0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0186+STABILITY: SURFACE MOTION
 JE0186
 JE0186  HISTORY     - Date     Condition        Report By
 JE0186  HISTORY     - 1945     MONUMENTED       CGS
 JE0186  HISTORY     - 1963     GOOD             NGS
 JE0186  HISTORY     - 20060526 GOOD             INDIV
 JE0186
 JE0186                          STATION DESCRIPTION
 JE0186
 JE0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0186'0.9 MI S FROM GARDEN CITY.
 JE0186'ABOUT 0.9 MILE SOUTH ALONG STATE ROAD F FROM THE SCHOOL AT
 JE0186'GARDEN CITY, 0.15 MILE SOUTH OF A TWO STORY HOUSE ON THE EAST
 JE0186'SIDE OF THE ROAD, 33 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JE0186'14 1/2 FEET SOUTH OF TELEPHONE POLE NO. L 7 - 626, 1 1/2 FEET
 JE0186'WEST OF A FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST,
 JE0186'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 JE0186'OF A CONCRETE POST PROJECTING 2 INCHES.
 JE0186
 JE0186                          STATION RECOVERY (2006)
 JE0186
 JE0186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0186'THE TELEPHONE POLE HAS BEEN REMOVED.
 JE0186' 
 JE0186'ALONG WITH THE METAL WITNESS POST, A FIBERGLASS WITNESS POST NOW IS
 JE0186'SET TO THE NE OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1819 ***********************************************************************
 JD1819  DESIGNATION -  D 184
 JD1819  PID         -  JD1819
 JD1819  STATE/COUNTY-  MO/JOHNSON
 JD1819  USGS QUAD   -  CENTERVIEW (1954)
 JD1819
 JD1819                         *CURRENT SURVEY CONTROL
 JD1819  ___________________________________________________________________
 JD1819* NAD 83(1986)-  38 44 59.     (N)    093 47 11.     (W)     SCALED    
 JD1819* NAVD 88     -       221.209  (meters)     725.75   (feet)  ADJUSTED  
 JD1819  ___________________________________________________________________
 JD1819  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1819  DYNAMIC HT  -         221.058 (meters)     725.25  (feet)  COMP
 JD1819  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 JD1819
 JD1819  VERT ORDER  -  FIRST     CLASS II
 JD1819
 JD1819.The horizontal coordinates were scaled from a topographic map and have
 JD1819.an estimated accuracy of +/- 6 seconds.
 JD1819
 JD1819.The orthometric height was determined by differential leveling
 JD1819.and adjusted by the National Geodetic Survey in June 1991..
 JD1819
 JD1819.The geoid height was determined by GEOID03.
 JD1819
 JD1819.The dynamic height is computed by dividing the NAVD 88
 JD1819.geopotential number by the normal gravity value computed on the
 JD1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1819.degrees latitude (g = 980.6199 gals.).
 JD1819
 JD1819.The modeled gravity was interpolated from observed gravity values.
 JD1819
 JD1819;                    North         East    Units  Estimated Accuracy
 JD1819;SPC MO W     -   286,910.      912,030.      MT  (+/- 180 meters Scaled)
 JD1819
 JD1819                          SUPERSEDED SURVEY CONTROL
 JD1819
 JD1819  NGVD 29 (??/??/92)  221.108  (m)          725.42   (f) ADJ UNCH    1 2
 JD1819
 JD1819.Superseded values are not recommended for survey control.
 JD1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1819.See file dsdata.txt to determine how the superseded data were derived.
 JD1819
 JD1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC316892(NAD 83)
 JD1819_MARKER: DB = BENCH MARK DISK
 JD1819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1819_SP_SET: ABUTMENT
 JD1819_STAMPING: D 184 1945
 JD1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1819
 JD1819  HISTORY     - Date     Condition        Report By
 JD1819  HISTORY     - 1945     MONUMENTED       CGS
 JD1819  HISTORY     - 1963     GOOD             NGS
 JD1819
 JD1819                          STATION DESCRIPTION
 JD1819
 JD1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1819'2.6 MI W FROM WARRENSBURG.
 JD1819'ABOUT 2.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1819'STATION AT WARRENSBURG, 3 POLES WEST OF MILEPOLE 221, SET IN THE
 JD1819'TOP OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NO. 50, 5 FEET
 JD1819'SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0639 ***********************************************************************
 JD0639  DESIGNATION -  D 186
 JD0639  PID         -  JD0639
 JD0639  STATE/COUNTY-  MO/COOPER
 JD0639  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0639
 JD0639                         *CURRENT SURVEY CONTROL
 JD0639  ___________________________________________________________________
 JD0639* NAD 83(1986)-  38 41 23.     (N)    093 01 13.     (W)     SCALED    
 JD0639* NAVD 88     -       239.272  (meters)     785.01   (feet)  ADJUSTED  
 JD0639  ___________________________________________________________________
 JD0639  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0639  DYNAMIC HT  -         239.111 (meters)     784.48  (feet)  COMP
 JD0639  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 JD0639
 JD0639  VERT ORDER  -  FIRST     CLASS II
 JD0639
 JD0639.The horizontal coordinates were scaled from a topographic map and have
 JD0639.an estimated accuracy of +/- 6 seconds.
 JD0639
 JD0639.The orthometric height was determined by differential leveling
 JD0639.and adjusted by the National Geodetic Survey in June 1991..
 JD0639
 JD0639.The geoid height was determined by GEOID03.
 JD0639
 JD0639.The dynamic height is computed by dividing the NAVD 88
 JD0639.geopotential number by the normal gravity value computed on the
 JD0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0639.degrees latitude (g = 980.6199 gals.).
 JD0639
 JD0639.The modeled gravity was interpolated from observed gravity values.
 JD0639
 JD0639;                    North         East    Units  Estimated Accuracy
 JD0639;SPC MO C     -   317,120.      454,740.      MT  (+/- 180 meters Scaled)
 JD0639
 JD0639                          SUPERSEDED SURVEY CONTROL
 JD0639
 JD0639  NGVD 29 (??/??/92)  239.180  (m)          784.71   (f) ADJ UNCH    1 2
 JD0639
 JD0639.Superseded values are not recommended for survey control.
 JD0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0639.See file dsdata.txt to determine how the superseded data were derived.
 JD0639
 JD0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC982823(NAD 83)
 JD0639_MARKER: DB = BENCH MARK DISK
 JD0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0639_STAMPING: D 186 1945
 JD0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0639+STABILITY: SURFACE MOTION
 JD0639
 JD0639  HISTORY     - Date     Condition        Report By
 JD0639  HISTORY     - 1945     MONUMENTED       CGS
 JD0639  HISTORY     - 1963     GOOD             NGS
 JD0639
 JD0639                          STATION DESCRIPTION
 JD0639
 JD0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0639'1.3 MI W FROM OTTERVILLE.
 JD0639'ABOUT 1.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0639'THE STATION AT OTTERVILLE, 2 POLES WEST OF MILEPOLE 177, 91 FEET
 JD0639'EAST OF THE EAST END OF A STEEL GATE, 45 FEET NORTH OF THE
 JD0639'NORTH RAIL, 41 FEET NORTHEAST OF SEMAPHORE 1771, 34 FEET WEST
 JD0639'OF THE SECOND POLE WEST OF THE MILEPOLE, 1.0 FOOT SOUTH OF A
 JD0639'FENCE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 1 FOOT ABOVE
 JD0639'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JD0639'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2800 ***********************************************************************
 JD2800  DESIGNATION -  D 187 RESET
 JD2800  PID         -  JD2800
 JD2800  STATE/COUNTY-  MO/MONITEAU
 JD2800  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD2800
 JD2800                         *CURRENT SURVEY CONTROL
 JD2800  ___________________________________________________________________
 JD2800* NAD 83(1986)-  38 37 48.     (N)    092 34 17.     (W)     SCALED    
 JD2800* NAVD 88     -       270.18   (meters)     886.4    (feet)  RESET     
 JD2800  ___________________________________________________________________
 JD2800  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD2800
 JD2800  VERT ORDER  -  THIRD
 JD2800
 JD2800.The horizontal coordinates were scaled from a topographic map and have
 JD2800.an estimated accuracy of +/- 6 seconds.
 JD2800
 JD2800.The orthometric height was computed from unverified reset data.
 JD2800.No vertical observational check was made to the station.
 JD2800
 JD2800.The geoid height was determined by GEOID03.
 JD2800
 JD2800;                    North         East    Units  Estimated Accuracy
 JD2800;SPC MO C     -   310,360.      493,780.      MT  (+/- 180 meters Scaled)
 JD2800
 JD2800                          SUPERSEDED SURVEY CONTROL
 JD2800
 JD2800  NGVD 29 (02/22/06)  270.09   (m)          886.1    (f) RESET       3  
 JD2800
 JD2800.Superseded values are not recommended for survey control.
 JD2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2800.See file dsdata.txt to determine how the superseded data were derived.
 JD2800
 JD2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC373758(NAD 83)
 JD2800_MARKER: DB = BENCH MARK DISK
 JD2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2800_SP_SET: CONCRETE POST
 JD2800_STAMPING: D 187 RESET 1986
 JD2800_MARK LOGO: NGS   
 JD2800_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2800+STABILITY: SURFACE MOTION
 JD2800
 JD2800  HISTORY     - Date     Condition        Report By
 JD2800  HISTORY     - 1986     MONUMENTED       NGS
 JD2800
 JD2800                          STATION DESCRIPTION
 JD2800
 JD2800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2800'0.05 MI (0.08 KM) WEST ALONG WEST PATRICK STREET, FROM THE
 JD2800'INTERSECTION WITH SOUTH MILL STREET, AT THE SOUTHEAST CORNER OF THE
 JD2800'ST PAULS LUTHERAN CEMETERY, IN THE SOUTHWEST CORNER OF THE LAWN OF
 JD2800'THE CATHOLIC CHURCH RECTORY AT 414 WEST PATRICK STREET, 61.0 FT
 JD2800'(18.6 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE RECTORY HOUSE,
 JD2800'27.8 FT (8.5 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF A 2-CAR
 JD2800'GARAGE, 22.5 FT (6.9 M) NORTH FROM THE CENTERLINE OF WEST PATRICK
 JD2800'STREET, 13.5 FT (4.1 M) EAST FROM THE CENTERLINE OF A PAVED LANE
 JD2800'ALONG THE EAST SIDE OF THE LUTHERAN CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0053 ***********************************************************************
 JD0053  DESIGNATION -  D 188
 JD0053  PID         -  JD0053
 JD0053  STATE/COUNTY-  MO/COLE
 JD0053  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0053
 JD0053                         *CURRENT SURVEY CONTROL
 JD0053  ___________________________________________________________________
 JD0053* NAD 83(1986)-  38 37 29.     (N)    092 14 14.     (W)     SCALED    
 JD0053* NAVD 88     -       169.050  (meters)     554.62   (feet)  ADJUSTED  
 JD0053  ___________________________________________________________________
 JD0053  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JD0053  DYNAMIC HT  -         168.938 (meters)     554.26  (feet)  COMP
 JD0053  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 JD0053
 JD0053  VERT ORDER  -  FIRST     CLASS II
 JD0053
 JD0053.The horizontal coordinates were scaled from a topographic map and have
 JD0053.an estimated accuracy of +/- 6 seconds.
 JD0053
 JD0053.The orthometric height was determined by differential leveling
 JD0053.and adjusted by the National Geodetic Survey in June 1991..
 JD0053
 JD0053.The geoid height was determined by GEOID03.
 JD0053
 JD0053.The dynamic height is computed by dividing the NAVD 88
 JD0053.geopotential number by the normal gravity value computed on the
 JD0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0053.degrees latitude (g = 980.6199 gals.).
 JD0053
 JD0053.The modeled gravity was interpolated from observed gravity values.
 JD0053
 JD0053;                    North         East    Units  Estimated Accuracy
 JD0053;SPC MO C     -   309,810.      522,880.      MT  (+/- 180 meters Scaled)
 JD0053
 JD0053                          SUPERSEDED SURVEY CONTROL
 JD0053
 JD0053  NGVD 29 (??/??/92)  168.973  (m)          554.37   (f) ADJ UNCH    1 2
 JD0053
 JD0053.Superseded values are not recommended for survey control.
 JD0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0053.See file dsdata.txt to determine how the superseded data were derived.
 JD0053
 JD0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC663754(NAD 83)
 JD0053_MARKER: DB = BENCH MARK DISK
 JD0053_SETTING: 80 = SET IN A BOULDER
 JD0053_SP_SET: BOULDER
 JD0053_STAMPING: D 188 1945
 JD0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0053+STABILITY: SURFACE MOTION
 JD0053
 JD0053  HISTORY     - Date     Condition        Report By
 JD0053  HISTORY     - 1945     MONUMENTED       CGS
 JD0053  HISTORY     - 1963     GOOD             NGS
 JD0053  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0053
 JD0053                          STATION DESCRIPTION
 JD0053
 JD0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0053'5.7 MI NW FROM JEFFERSON CITY.
 JD0053'ABOUT 5.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JD0053'FROM THE STATION AT JEFFERSON CITY, 2 POLES WEST OF MILEPOLE
 JD0053'130-10, 52.5 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF
 JD0053'A 10 X 20 FOOT BOULDER, 37 FEET SOUTHWEST OF THE SECOND POLE
 JD0053'WEST OF THE MILEPOLE, 10 FEET SOUTHEAST OF THE NORTHWEST EDGE
 JD0053'OF THE BOULDER, 2.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 JD0053'THE BOULDER, AND ABOUT 2 FEET BELOW THE TRACK.
 JD0053
 JD0053                          STATION RECOVERY (1986)
 JD0053
 JD0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1836 ***********************************************************************
 JD1836  DESIGNATION -  D 189
 JD1836  PID         -  JD1836
 JD1836  STATE/COUNTY-  MO/JOHNSON
 JD1836  USGS QUAD   -  HOLDEN (1954)
 JD1836
 JD1836                         *CURRENT SURVEY CONTROL
 JD1836  ___________________________________________________________________
 JD1836* NAD 83(1986)-  38 42 38.     (N)    093 59 32.     (W)     SCALED    
 JD1836* NAVD 88     -       269.427  (meters)     883.95   (feet)  POSTED    
 JD1836  ___________________________________________________________________
 JD1836  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JD1836  DYNAMIC HT  -         269.240 (meters)     883.33  (feet)  COMP
 JD1836  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 JD1836
 JD1836  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JD1836
 JD1836.The horizontal coordinates were scaled from a topographic map and have
 JD1836.an estimated accuracy of +/- 6 seconds.
 JD1836
 JD1836.The orthometric height was determined by differential leveling
 JD1836.and adjusted by the National Geodetic Survey in 1992..
 JD1836.No vertical observational check was made to the station.
 JD1836.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JD1836.was located on a no-check spur therefore a value was not computed.
 JD1836
 JD1836.The geoid height was determined by GEOID03.
 JD1836
 JD1836.The dynamic height is computed by dividing the NAVD 88
 JD1836.geopotential number by the normal gravity value computed on the
 JD1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1836.degrees latitude (g = 980.6199 gals.).
 JD1836
 JD1836.The modeled gravity was interpolated from observed gravity values.
 JD1836
 JD1836;                    North         East    Units  Estimated Accuracy
 JD1836;SPC MO W     -   282,440.      894,160.      MT  (+/- 180 meters Scaled)
 JD1836
 JD1836                          SUPERSEDED SURVEY CONTROL
 JD1836
 JD1836  NGVD 29 (??/??/92)  269.320  (m)          883.59   (f) ADJ UNCH    1 2
 JD1836
 JD1836.Superseded values are not recommended for survey control.
 JD1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1836.See file dsdata.txt to determine how the superseded data were derived.
 JD1836
 JD1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC137851(NAD 83)
 JD1836_MARKER: DB = BENCH MARK DISK
 JD1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1836_STAMPING: D 189
 JD1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1836+STABILITY: SURFACE MOTION
 JD1836
 JD1836  HISTORY     - Date     Condition        Report By
 JD1836  HISTORY     - UNK      MONUMENTED       CGS
 JD1836  HISTORY     - 1946     GOOD             NGS
 JD1836  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1836
 JD1836                          STATION DESCRIPTION
 JD1836
 JD1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1836'AT HOLDEN.
 JD1836'AT HOLDEN, AND ON THE PUBLIC SCHOOL GROUNDS, 145 FEET SOUTH OF
 JD1836'THE STAND PIPE OF THE CITY WATER TOWER, 97 FEET WEST OF THE
 JD1836'NORTHWEST CORNER OF THE SCHOOL BUILDING, 33 FEET EAST OF AND
 JD1836'ABOUT LEVEL WITH THE CENTER LINE OF A NORTH-SOUTH STREET, 3 FEET
 JD1836'NORTH OF THE CENTER LINE OF A STREET LEADING WEST EXTENDED.  A
 JD1836'BRONZE DISC STAMPED D 189 BY THIS PARTY, SET IN THE TOP OF A
 JD1836'CONCRETE POST WHICH PROJECTS 10 INCHES ABOVE THE GROUND.  THE
 JD1836'CONDITION OF THIS MARK IS FAIR.
 JD1836
 JD1836                          STATION RECOVERY (1963)
 JD1836
 JD1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0080 ***********************************************************************
 LF0080  DESIGNATION -  D 19
 LF0080  PID         -  LF0080
 LF0080  STATE/COUNTY-  MO/GENTRY
 LF0080  USGS QUAD   -  DARLINGTON (1985)
 LF0080
 LF0080                         *CURRENT SURVEY CONTROL
 LF0080  ___________________________________________________________________
 LF0080* NAD 83(1986)-  40 11 49.     (N)    094 22 56.     (W)     SCALED    
 LF0080* NAVD 88     -       256.445  (meters)     841.35   (feet)  ADJUSTED  
 LF0080  ___________________________________________________________________
 LF0080  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LF0080  DYNAMIC HT  -         256.306 (meters)     840.90  (feet)  COMP
 LF0080  MODELED GRAV-     980,075.6   (mgal)                       NAVD 88
 LF0080
 LF0080  VERT ORDER  -  FIRST     CLASS II
 LF0080
 LF0080.The horizontal coordinates were scaled from a topographic map and have
 LF0080.an estimated accuracy of +/- 6 seconds.
 LF0080
 LF0080.The orthometric height was determined by differential leveling
 LF0080.and adjusted by the National Geodetic Survey in June 1991..
 LF0080
 LF0080.The geoid height was determined by GEOID03.
 LF0080
 LF0080.The dynamic height is computed by dividing the NAVD 88
 LF0080.geopotential number by the normal gravity value computed on the
 LF0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0080.degrees latitude (g = 980.6199 gals.).
 LF0080
 LF0080.The modeled gravity was interpolated from observed gravity values.
 LF0080
 LF0080;                    North         East    Units  Estimated Accuracy
 LF0080;SPC MO W     -   447,340.      860,030.      MT  (+/- 180 meters Scaled)
 LF0080
 LF0080                          SUPERSEDED SURVEY CONTROL
 LF0080
 LF0080  NGVD 29 (??/??/92)  256.381  (m)          841.14   (f) ADJ UNCH    1 2
 LF0080
 LF0080.Superseded values are not recommended for survey control.
 LF0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0080.See file dsdata.txt to determine how the superseded data were derived.
 LF0080
 LF0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE823505(NAD 83)
 LF0080_MARKER: DB = BENCH MARK DISK
 LF0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0080_STAMPING: D 19 1933
 LF0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0080+STABILITY: SURFACE MOTION
 LF0080
 LF0080  HISTORY     - Date     Condition        Report By
 LF0080  HISTORY     - 1933     MONUMENTED       CGS
 LF0080  HISTORY     - 1960     MARK NOT FOUND   NGS
 LF0080
 LF0080                          STATION DESCRIPTION
 LF0080
 LF0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0080'0.5 MI S FROM DARLINGTON.
 LF0080'0.5 MILE EAST ALONG THE WABASH RAILWAY FROM THE STATION AT
 LF0080'DARLINGTON, 25 POLES WEST OF MILEPOST 285, 45 FEET EAST OF A
 LF0080'DIRT-ROAD CROSSING, AND 30 FEET NORTH OF THE TRACK.  A STANDARD
 LF0080'DISK, STAMPED D 19 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1556 ***********************************************************************
 JD1556  DESIGNATION -  D 191
 JD1556  PID         -  JD1556
 JD1556  STATE/COUNTY-  MO/HENRY
 JD1556  USGS QUAD   -  LEESVILLE (1981)
 JD1556
 JD1556                         *CURRENT SURVEY CONTROL
 JD1556  ___________________________________________________________________
 JD1556* NAD 83(1986)-  38 16 33.     (N)    093 34 50.     (W)     SCALED    
 JD1556* NAVD 88     -       250.288  (meters)     821.15   (feet)  ADJUSTED  
 JD1556  ___________________________________________________________________
 JD1556  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JD1556  DYNAMIC HT  -         250.112 (meters)     820.58  (feet)  COMP
 JD1556  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 JD1556
 JD1556  VERT ORDER  -  SECOND    CLASS 0
 JD1556
 JD1556.The horizontal coordinates were scaled from a topographic map and have
 JD1556.an estimated accuracy of +/- 6 seconds.
 JD1556
 JD1556.The orthometric height was determined by differential leveling
 JD1556.and adjusted by the National Geodetic Survey in June 1991..
 JD1556
 JD1556.The geoid height was determined by GEOID03.
 JD1556
 JD1556.The dynamic height is computed by dividing the NAVD 88
 JD1556.geopotential number by the normal gravity value computed on the
 JD1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1556.degrees latitude (g = 980.6199 gals.).
 JD1556
 JD1556.The modeled gravity was interpolated from observed gravity values.
 JD1556
 JD1556;                    North         East    Units  Estimated Accuracy
 JD1556;SPC MO W     -   234,470.      930,450.      MT  (+/- 180 meters Scaled)
 JD1556
 JD1556                          SUPERSEDED SURVEY CONTROL
 JD1556
 JD1556  NGVD 29 (??/??/92)  250.160  (m)          820.73   (f) ADJ UNCH    2 0
 JD1556
 JD1556.Superseded values are not recommended for survey control.
 JD1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1556.See file dsdata.txt to determine how the superseded data were derived.
 JD1556
 JD1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC492365(NAD 83)
 JD1556_MARKER: DB = BENCH MARK DISK
 JD1556_SETTING: 66 = SET IN ROCK OUTCROP
 JD1556_SP_SET: ROCK OUTCROP
 JD1556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1556+STABILITY: POSITION/ELEVATION WELL
 JD1556
 JD1556  HISTORY     - Date     Condition        Report By
 JD1556  HISTORY     - UNK      MONUMENTED       CGS
 JD1556  HISTORY     - 1945     GOOD             NGS
 JD1556
 JD1556                          STATION DESCRIPTION
 JD1556
 JD1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1556'4.1 MI SW FROM TIGHTWAD.
 JD1556'FROM THE SCHOOLHOUSE AT TIGHTWAD, WEST 1.0 MILE ALONG HIGHWAY
 JD1556'35 TO A CROSSROAD, THEN ALONG DIRT AND GRAVEL ROADS SOUTH 1.0
 JD1556'MILE, 0.7 MILE WEST, 1.4 MILES SOUTH TO A FLAT ROCK OUTCROP
 JD1556'BETWEEN ROAD AND DITCH, 75 YARDS SOUTHEAST OF A TURN IN THE
 JD1556'ROAD TO THE SOUTHEAST AND THE JUNCTION OF A SMALL ROAD LEADING
 JD1556'WEST INTO THE WOODS.  A BRONZE DISK SET IN TOP AND NEAR THE
 JD1556'NORTH CORNER OF A FLAT ROCK OUTCROP, 13 FEET NORTHEAST OF THE
 JD1556'CENTERLINE OF THE ROAD, 2 FEET SOUTHWEST OF THE CENTERLINE OF
 JD1556'THE DITCH, 9 FEET WEST OF A BLAZED 14 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0194 ***********************************************************************
 HD0194  DESIGNATION -  D 192
 HD0194  PID         -  HD0194
 HD0194  STATE/COUNTY-  MO/PULASKI
 HD0194  USGS QUAD   -  CROCKER (1976)
 HD0194
 HD0194                         *CURRENT SURVEY CONTROL
 HD0194  ___________________________________________________________________
 HD0194* NAD 83(1986)-  37 54 59.     (N)    092 15 20.     (W)     SCALED    
 HD0194* NAVD 88     -       339.106  (meters)    1112.55   (feet)  ADJUSTED  
 HD0194  ___________________________________________________________________
 HD0194  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HD0194  DYNAMIC HT  -         338.851 (meters)    1111.71  (feet)  COMP
 HD0194  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 HD0194
 HD0194  VERT ORDER  -  SECOND    CLASS 0
 HD0194
 HD0194.The horizontal coordinates were scaled from a topographic map and have
 HD0194.an estimated accuracy of +/- 6 seconds.
 HD0194
 HD0194.The orthometric height was determined by differential leveling
 HD0194.and adjusted by the National Geodetic Survey in June 1991..
 HD0194
 HD0194.The geoid height was determined by GEOID03.
 HD0194
 HD0194.The dynamic height is computed by dividing the NAVD 88
 HD0194.geopotential number by the normal gravity value computed on the
 HD0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0194.degrees latitude (g = 980.6199 gals.).
 HD0194
 HD0194.The modeled gravity was interpolated from observed gravity values.
 HD0194
 HD0194;                    North         East    Units  Estimated Accuracy
 HD0194;SPC MO C     -   231,180.      521,490.      MT  (+/- 180 meters Scaled)
 HD0194
 HD0194                          SUPERSEDED SURVEY CONTROL
 HD0194
 HD0194  NGVD 29 (??/??/92)  339.002  (m)         1112.21   (f) ADJ UNCH    2 0
 HD0194
 HD0194.Superseded values are not recommended for survey control.
 HD0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0194.See file dsdata.txt to determine how the superseded data were derived.
 HD0194
 HD0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB654967(NAD 83)
 HD0194_MARKER: DB = BENCH MARK DISK
 HD0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0194_SP_SET: CULVERT
 HD0194_STAMPING: D 192 1945
 HD0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0194
 HD0194  HISTORY     - Date     Condition        Report By
 HD0194  HISTORY     - 1945     MONUMENTED       CGS
 HD0194  HISTORY     - 1946     GOOD             NGS
 HD0194
 HD0194                          STATION DESCRIPTION
 HD0194
 HD0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0194'2.6 MI SE FROM CROCKER.
 HD0194'ABOUT 2.6 MILES SOUTHEAST ALONG MISSOURI STATE HIGHWAY NO. 17
 HD0194'FROM THE ST LOUIS AND SAN FRANCISCO RAILROAD STATION AT CROCKER,
 HD0194'AND AT THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD, 22 FEET
 HD0194'EAST OF AND ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE
 HD0194'HIGHWAY, 14 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 HD0194'ROAD.  A BRONZE DISC SET IN THE TOP AND CENTER OF THE NORTH
 HD0194'CONCRETE HEADWALL OF A 14 INCH CORRUGATED IRON CULVERT UNDER
 HD0194'THE EAST-WEST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0128 ***********************************************************************
 HD0128  DESIGNATION -  D 193
 HD0128  PID         -  HD0128
 HD0128  STATE/COUNTY-  MO/PULASKI
 HD0128  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0128
 HD0128                         *CURRENT SURVEY CONTROL
 HD0128  ___________________________________________________________________
 HD0128* NAD 83(1986)-  37 47 49.     (N)    092 19 38.     (W)     SCALED    
 HD0128* NAVD 88     -       272.209  (meters)     893.07   (feet)  ADJUSTED  
 HD0128  ___________________________________________________________________
 HD0128  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HD0128  DYNAMIC HT  -         272.003 (meters)     892.40  (feet)  COMP
 HD0128  MODELED GRAV-     979,867.0   (mgal)                       NAVD 88
 HD0128
 HD0128  VERT ORDER  -  SECOND    CLASS 0
 HD0128
 HD0128.The horizontal coordinates were scaled from a topographic map and have
 HD0128.an estimated accuracy of +/- 6 seconds.
 HD0128
 HD0128.The orthometric height was determined by differential leveling
 HD0128.and adjusted by the National Geodetic Survey in June 1991..
 HD0128
 HD0128.The geoid height was determined by GEOID03.
 HD0128
 HD0128.The dynamic height is computed by dividing the NAVD 88
 HD0128.geopotential number by the normal gravity value computed on the
 HD0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0128.degrees latitude (g = 980.6199 gals.).
 HD0128
 HD0128.The modeled gravity was interpolated from observed gravity values.
 HD0128
 HD0128;                    North         East    Units  Estimated Accuracy
 HD0128;SPC MO C     -   217,910.      515,220.      MT  (+/- 180 meters Scaled)
 HD0128
 HD0128                          SUPERSEDED SURVEY CONTROL
 HD0128
 HD0128  NGVD 29 (??/??/92)  272.104  (m)          892.73   (f) ADJ UNCH    2 0
 HD0128
 HD0128.Superseded values are not recommended for survey control.
 HD0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0128.See file dsdata.txt to determine how the superseded data were derived.
 HD0128
 HD0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB592834(NAD 83)
 HD0128_MARKER: DB = BENCH MARK DISK
 HD0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0128_STAMPING: D 193 1945
 HD0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0128+STABILITY: SURFACE MOTION
 HD0128
 HD0128  HISTORY     - Date     Condition        Report By
 HD0128  HISTORY     - 1945     MONUMENTED       CGS
 HD0128  HISTORY     - 1946     GOOD             NGS
 HD0128
 HD0128                          STATION DESCRIPTION
 HD0128
 HD0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0128'7.8 MI SE FROM RICHLAND.
 HD0128'ABOUT 1.4 MILES NORTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 HD0128'RAILROAD FROM THE STATION AT RICHLAND, THENCE 6.4 MILES SOUTH
 HD0128'ALONG COUNTY HIGHWAY A, AND AT THE JUNCTION WITH A GRAVEL ROAD
 HD0128'LEADING EAST, 57 FEET NORTHWEST OF THE WEST CONCRETE HEADWALL
 HD0128'OF A DOUBLE CORRUGATED IRON CULVERT, 31 FEET NORTH OF AN 18
 HD0128'INCH OAK TREE, 29 FEET WEST OF AND ABOUT 2 FEET HIGHER THAN THE
 HD0128'CENTER LINE OF THE HIGHWAY, 21 FEET SOUTH OF THE CENTER LINE OF
 HD0128'THE ROAD LEADING EAST EXTENDED, 3 FEET EAST OF THE RIGHT-OF-WAY
 HD0128'FENCE, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4
 HD0128'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0129 ***********************************************************************
 HD0129  DESIGNATION -  D 193 RESET
 HD0129  PID         -  HD0129
 HD0129  STATE/COUNTY-  MO/PULASKI
 HD0129  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0129
 HD0129                         *CURRENT SURVEY CONTROL
 HD0129  ___________________________________________________________________
 HD0129* NAD 83(1986)-  37 47 49.     (N)    092 19 38.     (W)     SCALED    
 HD0129* NAVD 88     -       273.42   (meters)     897.0    (feet)  RESET     
 HD0129  ___________________________________________________________________
 HD0129  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HD0129
 HD0129  VERT ORDER  -  THIRD
 HD0129
 HD0129.The horizontal coordinates were scaled from a topographic map and have
 HD0129.an estimated accuracy of +/- 6 seconds.
 HD0129
 HD0129.The orthometric height was computed from unverified reset data.
 HD0129
 HD0129.The geoid height was determined by GEOID03.
 HD0129
 HD0129;                    North         East    Units  Estimated Accuracy
 HD0129;SPC MO C     -   217,910.      515,220.      MT  (+/- 180 meters Scaled)
 HD0129
 HD0129                          SUPERSEDED SURVEY CONTROL
 HD0129
 HD0129.No superseded survey control is available for this station.
 HD0129
 HD0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB592834(NAD 83)
 HD0129_MARKER: DB = BENCH MARK DISK
 HD0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0129_SP_SET: CULVERT
 HD0129_STAMPING: D 193 RESET 1968
 HD0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0129
 HD0129  HISTORY     - Date     Condition        Report By
 HD0129  HISTORY     - 1968     MONUMENTED       LOCENG
 HD0129
 HD0129                          STATION DESCRIPTION
 HD0129
 HD0129'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 HD0129'7.8 MI SE FROM RICHLAND.
 HD0129'ABOUT 1.4 MILES NORTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 HD0129'RAILROAD FROM THE STATION AT RICHLAND, THENCE 6.4 MILES SOUTH
 HD0129'ALONG COUNTY HIGHWAY A, AT THE JUNCTION OF A ROAD EAST, SET IN
 HD0129'THE TOP OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT, 36 FEET
 HD0129'SOUTH OF THE CENTER LINE OF THE ROAD EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0099 ***********************************************************************
 HD0099  DESIGNATION -  D 194
 HD0099  PID         -  HD0099
 HD0099  STATE/COUNTY-  MO/LACLEDE
 HD0099  USGS QUAD   -  DRYNOB (1976)
 HD0099
 HD0099                         *CURRENT SURVEY CONTROL
 HD0099  ___________________________________________________________________
 HD0099* NAD 83(1986)-  37 40 31.     (N)    092 22 48.     (W)     SCALED    
 HD0099* NAVD 88     -       358.318  (meters)    1175.58   (feet)  ADJUSTED  
 HD0099  ___________________________________________________________________
 HD0099  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HD0099  DYNAMIC HT  -         358.040 (meters)    1174.67  (feet)  COMP
 HD0099  MODELED GRAV-     979,841.7   (mgal)                       NAVD 88
 HD0099
 HD0099  VERT ORDER  -  SECOND    CLASS 0
 HD0099
 HD0099.The horizontal coordinates were scaled from a topographic map and have
 HD0099.an estimated accuracy of +/- 6 seconds.
 HD0099
 HD0099.The orthometric height was determined by differential leveling
 HD0099.and adjusted by the National Geodetic Survey in June 1991..
 HD0099
 HD0099.The geoid height was determined by GEOID03.
 HD0099
 HD0099.The dynamic height is computed by dividing the NAVD 88
 HD0099.geopotential number by the normal gravity value computed on the
 HD0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0099.degrees latitude (g = 980.6199 gals.).
 HD0099
 HD0099.The modeled gravity was interpolated from observed gravity values.
 HD0099
 HD0099;                    North         East    Units  Estimated Accuracy
 HD0099;SPC MO C     -   204,400.      510,590.      MT  (+/- 180 meters Scaled)
 HD0099
 HD0099                          SUPERSEDED SURVEY CONTROL
 HD0099
 HD0099  NGVD 29 (??/??/92)  358.20   (m)         1175.2    (f) COMPUTED    2 0
 HD0099
 HD0099.Superseded values are not recommended for survey control.
 HD0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0099.See file dsdata.txt to determine how the superseded data were derived.
 HD0099
 HD0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB546699(NAD 83)
 HD0099_MARKER: DB = BENCH MARK DISK
 HD0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0099_STAMPING: D 194 1945
 HD0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0099+STABILITY: SURFACE MOTION
 HD0099
 HD0099  HISTORY     - Date     Condition        Report By
 HD0099  HISTORY     - 1945     MONUMENTED       CGS
 HD0099  HISTORY     - 1946     GOOD             NGS
 HD0099
 HD0099                          STATION DESCRIPTION
 HD0099
 HD0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0099'5.8 MI N FROM FALCON.
 HD0099'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY NO. 32 FROM THE POST
 HD0099'OFFICE AT FALCON, THENCE 5.3 MILES NORTH ALONG A GRAVEL ROAD
 HD0099'LEADING NORTH, AND ABOUT 1.0 MILE NORTH OF A ROAD INTERSECTION,
 HD0099'ABOUT 110 YARDS NORTH OF A CURVE IN THE ROAD, 24 FEET SOUTH
 HD0099'OF A 32 INCH OAK TREE, 18 FEET WEST OF AND ABOUT LEVEL WITH THE
 HD0099'CENTER LINE OF THE ROAD, 2 FEET NORTH OF A 4 IN X 4 IN MARKER
 HD0099'POST.  PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0100 ***********************************************************************
 HD0100  DESIGNATION -  D 194 RESET
 HD0100  PID         -  HD0100
 HD0100  STATE/COUNTY-  MO/LACLEDE
 HD0100  USGS QUAD   -  DRYNOB (1976)
 HD0100
 HD0100                         *CURRENT SURVEY CONTROL
 HD0100  ___________________________________________________________________
 HD0100* NAD 83(1986)-  37 40 32.     (N)    092 22 49.     (W)     SCALED    
 HD0100* NAVD 88     -       357.98   (meters)    1174.5    (feet)  RESET     
 HD0100  ___________________________________________________________________
 HD0100  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HD0100
 HD0100  VERT ORDER  -  THIRD
 HD0100
 HD0100.The horizontal coordinates were scaled from a topographic map and have
 HD0100.an estimated accuracy of +/- 6 seconds.
 HD0100
 HD0100.The orthometric height was computed from unverified reset data.
 HD0100
 HD0100.The geoid height was determined by GEOID03.
 HD0100
 HD0100;                    North         East    Units  Estimated Accuracy
 HD0100;SPC MO C     -   204,430.      510,560.      MT  (+/- 180 meters Scaled)
 HD0100
 HD0100                          SUPERSEDED SURVEY CONTROL
 HD0100
 HD0100  NGVD 29 (??/??/??)  357.87   (m)         1174.1    (f) RESET       3  
 HD0100
 HD0100.Superseded values are not recommended for survey control.
 HD0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0100.See file dsdata.txt to determine how the superseded data were derived.
 HD0100
 HD0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB546699(NAD 83)
 HD0100_MARKER: DB = BENCH MARK DISK
 HD0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0100_STAMPING: D 194 RESET 1961
 HD0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0100+STABILITY: SURFACE MOTION
 HD0100
 HD0100  HISTORY     - Date     Condition        Report By
 HD0100  HISTORY     - 1961     MONUMENTED       MOHC
 HD0100
 HD0100                          STATION DESCRIPTION
 HD0100
 HD0100'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1961
 HD0100'5.8 MI NW FROM FALCON.
 HD0100'THIS MARK IS LOCATED 0.5 MILE WEST ALONG STATE HIGHWAY NO. 32
 HD0100'FROM THE POST OFFICE AT FALCON, THENCE 5.3 MILES NORTH ALONG
 HD0100'A GRAVEL ROAD LEADING NORTH, ABOUT 0.1 MILE NORTH OF ROAD
 HD0100'INTERSECTION, ABOUT 110 YARDS NORTH OF A CURVE IN THE ROAD,
 HD0100'35 FEET WEST OF THE CENTERLINE OF THE ROAD, 32 FEET SOUTHWEST
 HD0100'OF A 32-INCH OAK TREE, AT THE APPROXIMATE WEST CENTERLINE OF
 HD0100'ROUTE K AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0293 ***********************************************************************
 KD0293  DESIGNATION -  D 195
 KD0293  PID         -  KD0293
 KD0293  STATE/COUNTY-  MO/CHARITON
 KD0293  USGS QUAD   -  BYNUMVILLE (1978)
 KD0293
 KD0293                         *CURRENT SURVEY CONTROL
 KD0293  ___________________________________________________________________
 KD0293* NAD 83(1986)-  39 32 55.     (N)    092 45 17.     (W)     SCALED    
 KD0293* NAVD 88     -       200.805  (meters)     658.81   (feet)  ADJUSTED  
 KD0293  ___________________________________________________________________
 KD0293  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KD0293  DYNAMIC HT  -         200.691 (meters)     658.43  (feet)  COMP
 KD0293  MODELED GRAV-     980,053.7   (mgal)                       NAVD 88
 KD0293
 KD0293  VERT ORDER  -  SECOND    CLASS 0
 KD0293
 KD0293.The horizontal coordinates were scaled from a topographic map and have
 KD0293.an estimated accuracy of +/- 6 seconds.
 KD0293
 KD0293.The orthometric height was determined by differential leveling
 KD0293.and adjusted by the National Geodetic Survey in June 1991..
 KD0293
 KD0293.The geoid height was determined by GEOID03.
 KD0293
 KD0293.The dynamic height is computed by dividing the NAVD 88
 KD0293.geopotential number by the normal gravity value computed on the
 KD0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0293.degrees latitude (g = 980.6199 gals.).
 KD0293
 KD0293.The modeled gravity was interpolated from observed gravity values.
 KD0293
 KD0293;                    North         East    Units  Estimated Accuracy
 KD0293;SPC MO C     -   412,370.      478,110.      MT  (+/- 180 meters Scaled)
 KD0293
 KD0293                          SUPERSEDED SURVEY CONTROL
 KD0293
 KD0293  NGVD 29 (??/??/92)  200.791  (m)          658.76   (f) ADJ UNCH    2 0
 KD0293
 KD0293.Superseded values are not recommended for survey control.
 KD0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0293.See file dsdata.txt to determine how the superseded data were derived.
 KD0293
 KD0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD210776(NAD 83)
 KD0293_MARKER: DB = BENCH MARK DISK
 KD0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0293_STAMPING: D 195 1945
 KD0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0293+STABILITY: SURFACE MOTION
 KD0293
 KD0293  HISTORY     - Date     Condition        Report By
 KD0293  HISTORY     - 1945     MONUMENTED       CGS
 KD0293  HISTORY     - 1967     GOOD             NGS
 KD0293  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0293
 KD0293                          STATION DESCRIPTION
 KD0293
 KD0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0293'2.9 MI NW FROM PRAIRIE HILL.
 KD0293'0.9 MILE WEST OF THE CHRISTIAN CHURCH AT THE PRAIRIE HILL ALONG
 KD0293'CHARITON COUNTY HIGHWAY W, THENCE 2.0 MILES NORTH ALONG A GRAVEL
 KD0293'ROAD TO THE SITE OF THE MARK, 27 FEET NORTH OF THE CENTER LINE
 KD0293'OF A ROAD LEADING WEST, 18 FEET WEST OF THE CENTER LINE OF THE
 KD0293'NORTH AND SOUTH ROAD, 1 FOOT SOUTH OF A 4 X 4 MARKER POST.
 KD0293'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KD0293'4 INCHES ABOVE THE GROUND.
 KD0293
 KD0293                          STATION RECOVERY (1967)
 KD0293
 KD0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0293'RECOVERED IN GOOD CONDITION.
 KD0293
 KD0293                          STATION RECOVERY (1990)
 KD0293
 KD0293'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1888 ***********************************************************************
 JD1888  DESIGNATION -  D 199
 JD1888  PID         -  JD1888
 JD1888  STATE/COUNTY-  MO/JOHNSON
 JD1888  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1888
 JD1888                         *CURRENT SURVEY CONTROL
 JD1888  ___________________________________________________________________
 JD1888* NAD 83(1986)-  38 46 31.     (N)    093 44 10.     (W)     SCALED    
 JD1888* NAVD 88     -       249.419  (meters)     818.30   (feet)  ADJUSTED  
 JD1888  ___________________________________________________________________
 JD1888  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1888  DYNAMIC HT  -         249.250 (meters)     817.75  (feet)  COMP
 JD1888  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 JD1888
 JD1888  VERT ORDER  -  SECOND    CLASS 0
 JD1888
 JD1888.The horizontal coordinates were scaled from a topographic map and have
 JD1888.an estimated accuracy of +/- 6 seconds.
 JD1888
 JD1888.The orthometric height was determined by differential leveling
 JD1888.and adjusted by the National Geodetic Survey in June 1991..
 JD1888
 JD1888.The geoid height was determined by GEOID03.
 JD1888
 JD1888.The dynamic height is computed by dividing the NAVD 88
 JD1888.geopotential number by the normal gravity value computed on the
 JD1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1888.degrees latitude (g = 980.6199 gals.).
 JD1888
 JD1888.The modeled gravity was interpolated from observed gravity values.
 JD1888
 JD1888;                    North         East    Units  Estimated Accuracy
 JD1888;SPC MO W     -   289,780.      916,380.      MT  (+/- 180 meters Scaled)
 JD1888
 JD1888                          SUPERSEDED SURVEY CONTROL
 JD1888
 JD1888  NGVD 29 (??/??/92)  249.31   (m)          817.9    (f) COMPUTED    2 0
 JD1888
 JD1888.Superseded values are not recommended for survey control.
 JD1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1888.See file dsdata.txt to determine how the superseded data were derived.
 JD1888
 JD1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC360920(NAD 83)
 JD1888_MARKER: DB = BENCH MARK DISK
 JD1888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1888_SP_SET: CULVERT
 JD1888_STAMPING: D 199 1945
 JD1888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1888
 JD1888  HISTORY     - Date     Condition        Report By
 JD1888  HISTORY     - 1945     MONUMENTED       CGS
 JD1888  HISTORY     - 1946     GOOD             NGS
 JD1888  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1888
 JD1888                          STATION DESCRIPTION
 JD1888
 JD1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1888'1.1 MI N FROM WARRENSBURG.
 JD1888'ABOUT 1.1 MILES NORTH ALONG MISSOURI STATE HIGHWAY 13 FROM THE
 JD1888'CENTRAL MISSOURI STATE TEACHERS COLLEGE AT WARRENSBURG, ABOUT
 JD1888'0.3 MILE NORTH OF THE INTERSECTION OF MISSOURI STATE HIGHWAY 13
 JD1888'AND U.S. HIGHWAY 50, 37 FEET SOUTH OF THE CENTER LINE OF AN
 JD1888'EAST-WEST ROAD, 19 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE
 JD1888'CENTER LINE OF THE HIGHWAY.  A BRONZE DISK SET IN THE TOP OF
 JD1888'THE NORTHEAST HEADWALL OF A 4 X 4 FOOT CONCRETE CULVERT.
 JD1888
 JD1888                          STATION RECOVERY (1963)
 JD1888
 JD1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0359 ***********************************************************************
 JD0359  DESIGNATION -  D 2 B 1
 JD0359  PID         -  JD0359
 JD0359  STATE/COUNTY-  MO/MONITEAU
 JD0359  USGS QUAD   -  TIPTON (1979)
 JD0359
 JD0359                         *CURRENT SURVEY CONTROL
 JD0359  ___________________________________________________________________
 JD0359* NAD 83(1986)-  38 40 43.     (N)    092 46 28.     (W)     SCALED    
 JD0359* NAVD 88     -       267.493  (meters)     877.60   (feet)  ADJUSTED  
 JD0359  ___________________________________________________________________
 JD0359  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD0359  DYNAMIC HT  -         267.310 (meters)     877.00  (feet)  COMP
 JD0359  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 JD0359
 JD0359  VERT ORDER  -  FIRST     CLASS II
 JD0359
 JD0359.The horizontal coordinates were scaled from a topographic map and have
 JD0359.an estimated accuracy of +/- 6 seconds.
 JD0359
 JD0359.The orthometric height was determined by differential leveling
 JD0359.and adjusted by the National Geodetic Survey in June 1991..
 JD0359
 JD0359.The geoid height was determined by GEOID03.
 JD0359
 JD0359.The dynamic height is computed by dividing the NAVD 88
 JD0359.geopotential number by the normal gravity value computed on the
 JD0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0359.degrees latitude (g = 980.6199 gals.).
 JD0359
 JD0359.The modeled gravity was interpolated from observed gravity values.
 JD0359
 JD0359;                    North         East    Units  Estimated Accuracy
 JD0359;SPC MO C     -   315,790.      476,120.      MT  (+/- 180 meters Scaled)
 JD0359
 JD0359                          SUPERSEDED SURVEY CONTROL
 JD0359
 JD0359  NGVD 29 (??/??/92)  267.39   (m)          877.3    (f) COMPUTED    1 2
 JD0359
 JD0359.Superseded values are not recommended for survey control.
 JD0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0359.See file dsdata.txt to determine how the superseded data were derived.
 JD0359
 JD0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC196811(NAD 83)
 JD0359_MARKER: DZ = AZIMUTH MARK DISK
 JD0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0359_STAMPING: D 2 B 1
 JD0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0359+STABILITY: SURFACE MOTION
 JD0359
 JD0359  HISTORY     - Date     Condition        Report By
 JD0359  HISTORY     - UNK      MONUMENTED       DOD
 JD0359  HISTORY     - 1963     GOOD             NGS
 JD0359
 JD0359                          STATION DESCRIPTION
 JD0359
 JD0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0359'1.9 MI N FROM TIPTON.
 JD0359'ABOUT 0.1 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0359'STATION AT TIPTON, THENCE 1.6 MILES NORTH ALONG COUNTY ROAD B,
 JD0359'THENCE 0.2 MILE EAST ALONG A PRIVATE DRIVEWAY LEADING TO AN ABANDONED
 JD0359'FARMHOUSE, AT THE SOUTH END OF A ROW OF HEDGE, 58 FEET NORTH OF
 JD0359'THE CENTERLINE OF THE DRIVEWAY, 4.1 FEET SOUTH OF A FENCE CORNER,
 JD0359'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER
 JD0359'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0369 ***********************************************************************
 JD0369  DESIGNATION -  D 2 B 2
 JD0369  PID         -  JD0369
 JD0369  STATE/COUNTY-  MO/MONITEAU
 JD0369  USGS QUAD   -  TIPTON (1979)
 JD0369
 JD0369                         *CURRENT SURVEY CONTROL
 JD0369  ___________________________________________________________________
 JD0369* NAD 83(1986)-  38 40 42.     (N)    092 46 47.     (W)     SCALED    
 JD0369* NAVD 88     -       266.344  (meters)     873.83   (feet)  ADJUSTED  
 JD0369  ___________________________________________________________________
 JD0369  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD0369  DYNAMIC HT  -         266.162 (meters)     873.23  (feet)  COMP
 JD0369  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 JD0369
 JD0369  VERT ORDER  -  FIRST     CLASS II
 JD0369
 JD0369.The horizontal coordinates were scaled from a topographic map and have
 JD0369.an estimated accuracy of +/- 6 seconds.
 JD0369
 JD0369.The orthometric height was determined by differential leveling
 JD0369.and adjusted by the National Geodetic Survey in June 1991..
 JD0369
 JD0369.The geoid height was determined by GEOID03.
 JD0369
 JD0369.The dynamic height is computed by dividing the NAVD 88
 JD0369.geopotential number by the normal gravity value computed on the
 JD0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0369.degrees latitude (g = 980.6199 gals.).
 JD0369
 JD0369.The modeled gravity was interpolated from observed gravity values.
 JD0369
 JD0369;                    North         East    Units  Estimated Accuracy
 JD0369;SPC MO C     -   315,760.      475,660.      MT  (+/- 180 meters Scaled)
 JD0369
 JD0369                          SUPERSEDED SURVEY CONTROL
 JD0369
 JD0369  NGVD 29 (??/??/92)  266.24   (m)          873.5    (f) COMPUTED    1 2
 JD0369
 JD0369.Superseded values are not recommended for survey control.
 JD0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0369.See file dsdata.txt to determine how the superseded data were derived.
 JD0369
 JD0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC191811(NAD 83)
 JD0369_MARKER: DZ = AZIMUTH MARK DISK
 JD0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0369+STABILITY: SURFACE MOTION
 JD0369
 JD0369  HISTORY     - Date     Condition        Report By
 JD0369  HISTORY     - UNK      MONUMENTED       DOD
 JD0369  HISTORY     - 1963     GOOD             NGS
 JD0369
 JD0369                          STATION DESCRIPTION
 JD0369
 JD0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0369'1.8 MI N FROM TIPTON.
 JD0369'ABOUT 0.1 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0369'STATION AT TIPTON, THENCE 1.6 MILES NORTH ALONG COUNTY ROAD B,
 JD0369'THENCE 0.1 MILE WEST ACROSS A FIELD, ON A TERRACE IN THE FIELD, A
 JD0369'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER
 JD0369'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0371 ***********************************************************************
 JD0371  DESIGNATION -  D 2 Z
 JD0371  PID         -  JD0371
 JD0371  STATE/COUNTY-  MO/MONITEAU
 JD0371  USGS QUAD   -  TIPTON (1979)
 JD0371
 JD0371                         *CURRENT SURVEY CONTROL
 JD0371  ___________________________________________________________________
 JD0371* NAD 83(1986)-  38 41 10.     (N)    092 46 59.     (W)     SCALED    
 JD0371* NAVD 88     -       275.745  (meters)     904.67   (feet)  ADJUSTED  
 JD0371  ___________________________________________________________________
 JD0371  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0371  DYNAMIC HT  -         275.557 (meters)     904.06  (feet)  COMP
 JD0371  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 JD0371
 JD0371  VERT ORDER  -  FIRST     CLASS II
 JD0371
 JD0371.The horizontal coordinates were scaled from a topographic map and have
 JD0371.an estimated accuracy of +/- 6 seconds.
 JD0371
 JD0371.The orthometric height was determined by differential leveling
 JD0371.and adjusted by the National Geodetic Survey in June 1991..
 JD0371
 JD0371.The geoid height was determined by GEOID03.
 JD0371
 JD0371.The dynamic height is computed by dividing the NAVD 88
 JD0371.geopotential number by the normal gravity value computed on the
 JD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0371.degrees latitude (g = 980.6199 gals.).
 JD0371
 JD0371.The modeled gravity was interpolated from observed gravity values.
 JD0371
 JD0371;                    North         East    Units  Estimated Accuracy
 JD0371;SPC MO C     -   316,630.      475,370.      MT  (+/- 180 meters Scaled)
 JD0371
 JD0371                          SUPERSEDED SURVEY CONTROL
 JD0371
 JD0371  NGVD 29 (??/??/92)  275.64   (m)          904.3    (f) COMPUTED    1 2
 JD0371
 JD0371.Superseded values are not recommended for survey control.
 JD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0371.See file dsdata.txt to determine how the superseded data were derived.
 JD0371
 JD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC188819(NAD 83)
 JD0371_MARKER: DS = TRIANGULATION STATION DISK
 JD0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0371_STAMPING: D 2 Z 1963
 JD0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0371+STABILITY: SURFACE MOTION
 JD0371
 JD0371  HISTORY     - Date     Condition        Report By
 JD0371  HISTORY     - 1963     MONUMENTED       CGS
 JD0371
 JD0371                          STATION DESCRIPTION
 JD0371
 JD0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0371'2.4 MI N FROM TIPTON.
 JD0371'ABOUT 0.1 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0371'THE STATION AT TIPTON, THENCE 2.0 MILES NORTH ALONG COUNTY ROAD
 JD0371'B, THENCE 0.2 MILE WEST ACROSS A FIELD, NEAR THE CREST OF A SLIGHT
 JD0371'HILL, 43.7 FEET SOUTH-SOUTHWEST OF R.M. 1, 41.6 FEET NORTH-NORTHWEST
 JD0371'OF R.M. 2, 6.5 FEET WEST OF A NORTH-SOUTH FENCE, 6.0 FEET WEST OF
 JD0371'A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JD0371'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0372 ***********************************************************************
 JD0372  DESIGNATION -  D 2 Z RM 1
 JD0372  PID         -  JD0372
 JD0372  STATE/COUNTY-  MO/MONITEAU
 JD0372  USGS QUAD   -  TIPTON (1979)
 JD0372
 JD0372                         *CURRENT SURVEY CONTROL
 JD0372  ___________________________________________________________________
 JD0372* NAD 83(1986)-  38 41 11.     (N)    092 46 58.     (W)     SCALED    
 JD0372* NAVD 88     -       275.815  (meters)     904.90   (feet)  ADJUSTED  
 JD0372  ___________________________________________________________________
 JD0372  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0372  DYNAMIC HT  -         275.627 (meters)     904.29  (feet)  COMP
 JD0372  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 JD0372
 JD0372  VERT ORDER  -  FIRST     CLASS II
 JD0372
 JD0372.The horizontal coordinates were scaled from a topographic map and have
 JD0372.an estimated accuracy of +/- 6 seconds.
 JD0372
 JD0372.The orthometric height was determined by differential leveling
 JD0372.and adjusted by the National Geodetic Survey in June 1991..
 JD0372
 JD0372.The geoid height was determined by GEOID03.
 JD0372
 JD0372.The dynamic height is computed by dividing the NAVD 88
 JD0372.geopotential number by the normal gravity value computed on the
 JD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0372.degrees latitude (g = 980.6199 gals.).
 JD0372
 JD0372.The modeled gravity was interpolated from observed gravity values.
 JD0372
 JD0372;                    North         East    Units  Estimated Accuracy
 JD0372;SPC MO C     -   316,660.      475,400.      MT  (+/- 180 meters Scaled)
 JD0372
 JD0372                          SUPERSEDED SURVEY CONTROL
 JD0372
 JD0372  NGVD 29 (??/??/92)  275.71   (m)          904.6    (f) COMPUTED    1 2
 JD0372
 JD0372.Superseded values are not recommended for survey control.
 JD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0372.See file dsdata.txt to determine how the superseded data were derived.
 JD0372
 JD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC188819(NAD 83)
 JD0372_MARKER: DR = REFERENCE MARK DISK
 JD0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0372_STAMPING: D 2 Z NO 1 1963
 JD0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0372+STABILITY: SURFACE MOTION
 JD0372
 JD0372  HISTORY     - Date     Condition        Report By
 JD0372  HISTORY     - 1963     MONUMENTED       CGS
 JD0372
 JD0372                          STATION DESCRIPTION
 JD0372
 JD0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0372'2.4 MI N FROM TIPTON.
 JD0372'ABOUT 0.1 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0372'STATION AT TIPTON, THENCE 2.0 MILES NORTH ALONG COUNTY ROAD B,
 JD0372'THENCE 0.2 MILE WEST ACROSS A FIELD, 84.8 FEET NORTH OF R.M. 2,
 JD0372'43.7 FEET NORTH-NORTHEAST OF THE STATION MARK, 1.5 FEET WEST OF
 JD0372'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JD0372'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0370 ***********************************************************************
 JD0370  DESIGNATION -  D 2 Z RM 2
 JD0370  PID         -  JD0370
 JD0370  STATE/COUNTY-  MO/MONITEAU
 JD0370  USGS QUAD   -  TIPTON (1979)
 JD0370
 JD0370                         *CURRENT SURVEY CONTROL
 JD0370  ___________________________________________________________________
 JD0370* NAD 83(1986)-  38 41 10.     (N)    092 46 58.     (W)     SCALED    
 JD0370* NAVD 88     -       275.596  (meters)     904.18   (feet)  ADJUSTED  
 JD0370  ___________________________________________________________________
 JD0370  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0370  DYNAMIC HT  -         275.408 (meters)     903.57  (feet)  COMP
 JD0370  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 JD0370
 JD0370  VERT ORDER  -  FIRST     CLASS II
 JD0370
 JD0370.The horizontal coordinates were scaled from a topographic map and have
 JD0370.an estimated accuracy of +/- 6 seconds.
 JD0370
 JD0370.The orthometric height was determined by differential leveling
 JD0370.and adjusted by the National Geodetic Survey in June 1991..
 JD0370
 JD0370.The geoid height was determined by GEOID03.
 JD0370
 JD0370.The dynamic height is computed by dividing the NAVD 88
 JD0370.geopotential number by the normal gravity value computed on the
 JD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0370.degrees latitude (g = 980.6199 gals.).
 JD0370
 JD0370.The modeled gravity was interpolated from observed gravity values.
 JD0370
 JD0370;                    North         East    Units  Estimated Accuracy
 JD0370;SPC MO C     -   316,630.      475,400.      MT  (+/- 180 meters Scaled)
 JD0370
 JD0370                          SUPERSEDED SURVEY CONTROL
 JD0370
 JD0370  NGVD 29 (??/??/92)  275.49   (m)          903.8    (f) COMPUTED    1 2
 JD0370
 JD0370.Superseded values are not recommended for survey control.
 JD0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0370.See file dsdata.txt to determine how the superseded data were derived.
 JD0370
 JD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC188819(NAD 83)
 JD0370_MARKER: DR = REFERENCE MARK DISK
 JD0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0370_STAMPING: D 2 Z NO 2 1963
 JD0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0370+STABILITY: SURFACE MOTION
 JD0370
 JD0370  HISTORY     - Date     Condition        Report By
 JD0370  HISTORY     - 1963     MONUMENTED       CGS
 JD0370
 JD0370                          STATION DESCRIPTION
 JD0370
 JD0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0370'2.4 MI N FROM TIPTON.
 JD0370'ABOUT 0.1 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0370'STATION AT TIPTON, THENCE 2.0 MILES NORTH ALONG COUNTY ROAD B,
 JD0370'THENCE 0.2 MILE WEST ACROSS A FIELD, 84.8 FEET SOUTH OF R.M. 1,
 JD0370'41.6 FEET SOUTH-SOUTHEAST OF THE STATION MARK, 1.5 FEET WEST OF
 JD0370'A FENCE, 5.0 FEET EAST OF A SMALL TREE, AND SET IN THE TOP OF A
 JD0370'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0152 ***********************************************************************
 LF0152  DESIGNATION -  D 20
 LF0152  PID         -  LF0152
 LF0152  STATE/COUNTY-  MO/NODAWAY
 LF0152  USGS QUAD   -  WILCOX (1985)
 LF0152
 LF0152                         *CURRENT SURVEY CONTROL
 LF0152  ___________________________________________________________________
 LF0152* NAD 83(1986)-  40 23 04.     (N)    094 56 25.     (W)     SCALED    
 LF0152* NAVD 88     -       329.306  (meters)    1080.40   (feet)  ADJUSTED  
 LF0152  ___________________________________________________________________
 LF0152  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 LF0152  DYNAMIC HT  -         329.126 (meters)    1079.81  (feet)  COMP
 LF0152  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 LF0152
 LF0152  VERT ORDER  -  FIRST     CLASS II
 LF0152
 LF0152.The horizontal coordinates were scaled from a topographic map and have
 LF0152.an estimated accuracy of +/- 6 seconds.
 LF0152
 LF0152.The orthometric height was determined by differential leveling
 LF0152.and adjusted by the National Geodetic Survey in June 1991..
 LF0152
 LF0152.The geoid height was determined by GEOID03.
 LF0152
 LF0152.The dynamic height is computed by dividing the NAVD 88
 LF0152.geopotential number by the normal gravity value computed on the
 LF0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0152.degrees latitude (g = 980.6199 gals.).
 LF0152
 LF0152.The modeled gravity was interpolated from observed gravity values.
 LF0152
 LF0152;                    North         East    Units  Estimated Accuracy
 LF0152;SPC MO W     -   468,250.      812,620.      MT  (+/- 180 meters Scaled)
 LF0152
 LF0152                          SUPERSEDED SURVEY CONTROL
 LF0152
 LF0152  NGVD 29 (??/??/92)  329.204  (m)         1080.06   (f) ADJ UNCH    1 2
 LF0152
 LF0152.Superseded values are not recommended for survey control.
 LF0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0152.See file dsdata.txt to determine how the superseded data were derived.
 LF0152
 LF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE353722(NAD 83)
 LF0152_MARKER: DB = BENCH MARK DISK
 LF0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0152_STAMPING: D 20 1933
 LF0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0152+STABILITY: SURFACE MOTION
 LF0152
 LF0152  HISTORY     - Date     Condition        Report By
 LF0152  HISTORY     - 1933     MONUMENTED       CGS
 LF0152  HISTORY     - 1960     GOOD             NGS
 LF0152  HISTORY     - 1982     MARK NOT FOUND   USGS
 LF0152
 LF0152                          STATION DESCRIPTION
 LF0152
 LF0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0152'2 MI SE FROM WILCOX.
 LF0152'2.0 MILES SOUTHEAST ALONG THE WABASH RAILWAY FROM WILCOX, NODAWAY
 LF0152'COUNTY, 270 FEET SOUTHEAST OF BRIDGE 1072, 45 FEET NORTHWEST OF
 LF0152'POLE 322+21, AND 40 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 LF0152'STAMPED D 20 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0152
 LF0152                          STATION RECOVERY (1982)
 LF0152
 LF0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LF0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1854 ***********************************************************************
 JD1854  DESIGNATION -  D 201
 JD1854  PID         -  JD1854
 JD1854  STATE/COUNTY-  MO/LAFAYETTE
 JD1854  USGS QUAD   -  CONCORDIA (1981)
 JD1854
 JD1854                         *CURRENT SURVEY CONTROL
 JD1854  ___________________________________________________________________
 JD1854* NAD 83(1986)-  38 58 29.     (N)    093 30 49.     (W)     SCALED    
 JD1854* NAVD 88     -       233.999  (meters)     767.71   (feet)  ADJUSTED  
 JD1854  ___________________________________________________________________
 JD1854  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1854  DYNAMIC HT  -         233.848 (meters)     767.22  (feet)  COMP
 JD1854  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 JD1854
 JD1854  VERT ORDER  -  SECOND    CLASS 0
 JD1854
 JD1854.The horizontal coordinates were scaled from a topographic map and have
 JD1854.an estimated accuracy of +/- 6 seconds.
 JD1854
 JD1854.The orthometric height was determined by differential leveling
 JD1854.and adjusted by the National Geodetic Survey in June 1991..
 JD1854
 JD1854.The geoid height was determined by GEOID03.
 JD1854
 JD1854.The dynamic height is computed by dividing the NAVD 88
 JD1854.geopotential number by the normal gravity value computed on the
 JD1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1854.degrees latitude (g = 980.6199 gals.).
 JD1854
 JD1854.The modeled gravity was interpolated from observed gravity values.
 JD1854
 JD1854;                    North         East    Units  Estimated Accuracy
 JD1854;SPC MO W     -   312,110.      935,470.      MT  (+/- 180 meters Scaled)
 JD1854
 JD1854                          SUPERSEDED SURVEY CONTROL
 JD1854
 JD1854  NGVD 29 (??/??/92)  233.904  (m)          767.40   (f) ADJ UNCH    2 0
 JD1854
 JD1854.Superseded values are not recommended for survey control.
 JD1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1854.See file dsdata.txt to determine how the superseded data were derived.
 JD1854
 JD1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD555140(NAD 83)
 JD1854_MARKER: DB = BENCH MARK DISK
 JD1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1854_STAMPING: D 201 1945
 JD1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1854+STABILITY: SURFACE MOTION
 JD1854
 JD1854  HISTORY     - Date     Condition        Report By
 JD1854  HISTORY     - 1945     MONUMENTED       CGS
 JD1854  HISTORY     - 1962     GOOD             NGS
 JD1854  HISTORY     - 1963     GOOD             NGS
 JD1854
 JD1854                          STATION DESCRIPTION
 JD1854
 JD1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1854'2.9 MI E FROM CONCORDIA.
 JD1854'ABOUT 2.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1854'THE STATION AT CONCORDIA, AT A COUNTY ROAD CROSSING, 2 POLES
 JD1854'EAST OF THE MILEPOLE 217, 45 FEET NORTH OF THE NORTH RAIL,
 JD1854'25 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD, 11 FEET
 JD1854'SOUTHWEST OF A POWER POLE, 1.5 FEET EAST OF A WITNESS POST,
 JD1854'ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 JD1854'POST PROJECTING 0.2 FOOT.
 JD1854
 JD1854                          STATION RECOVERY (1963)
 JD1854
 JD1854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1002 ***********************************************************************
 JC1002  DESIGNATION -  D 202
 JC1002  PID         -  JC1002
 JC1002  STATE/COUNTY-  MO/OSAGE
 JC1002  USGS QUAD   -  MORRISON (1982)
 JC1002
 JC1002                         *CURRENT SURVEY CONTROL
 JC1002  ___________________________________________________________________
 JC1002* NAD 83(1986)-  38 40 41.     (N)    091 42 47.     (W)     SCALED    
 JC1002* NAVD 88     -       161.880  (meters)     531.10   (feet)  POSTED    
 JC1002  ___________________________________________________________________
 JC1002  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JC1002  DYNAMIC HT  -         161.770 (meters)     530.74  (feet)  COMP
 JC1002  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 JC1002
 JC1002  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JC1002
 JC1002.The horizontal coordinates were scaled from a topographic map and have
 JC1002.an estimated accuracy of +/- 6 seconds.
 JC1002
 JC1002.The orthometric height was determined by differential leveling
 JC1002.and adjusted by the National Geodetic Survey in 1992..
 JC1002.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JC1002.rate of 0.0 thru 1.0 mm/km.
 JC1002
 JC1002.The geoid height was determined by GEOID03.
 JC1002
 JC1002.The dynamic height is computed by dividing the NAVD 88
 JC1002.geopotential number by the normal gravity value computed on the
 JC1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1002.degrees latitude (g = 980.6199 gals.).
 JC1002
 JC1002.The modeled gravity was interpolated from observed gravity values.
 JC1002
 JC1002;                    North         East    Units  Estimated Accuracy
 JC1002;SPC MO C     -   315,990.      568,470.      MT  (+/- 180 meters Scaled)
 JC1002
 JC1002                          SUPERSEDED SURVEY CONTROL
 JC1002
 JC1002  NGVD 29 (??/??/92)  161.886  (m)          531.12   (f) ADJ UNCH    1 2
 JC1002
 JC1002.Superseded values are not recommended for survey control.
 JC1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1002.See file dsdata.txt to determine how the superseded data were derived.
 JC1002
 JC1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC119818(NAD 83)
 JC1002_MARKER: DB = BENCH MARK DISK
 JC1002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC1002_SP_SET: BRIDGE
 JC1002_STAMPING: D 202 1946
 JC1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1002
 JC1002  HISTORY     - Date     Condition        Report By
 JC1002  HISTORY     - 1946     MONUMENTED       CGS
 JC1002  HISTORY     - 1972     MARK NOT FOUND   USGS
 JC1002  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC1002
 JC1002                          STATION DESCRIPTION
 JC1002
 JC1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC1002'3.2 MI E FROM CHAMOIS.
 JC1002'ABOUT 3.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC1002'STATION AT CHAMOIS, AT A ROAD CROSSING ABOUT FOUR POLES EAST OF
 JC1002'MILE POST 197-10, 7.0 FEET SOUTH OF AND ABOUT 1.0 FOOT LOWER
 JC1002'THAN THE CENTER LINE OF THE SOUTH TRACK, ON TOP OF THE SOUTH
 JC1002'END OF THE EAST STONE ABUTMENT OF BRIDGE NO. 1.  A BRONZE BENCH
 JC1002'MARK DISK SET IN A DRILL HOLE IN STONE.
 JC1002
 JC1002                          STATION RECOVERY (1972)
 JC1002
 JC1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JC1002'MARK NOT FOUND.
 JC1002
 JC1002                          STATION RECOVERY (1986)
 JC1002
 JC1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0594 ***********************************************************************
 JC0594  DESIGNATION -  D 203
 JC0594  PID         -  JC0594
 JC0594  STATE/COUNTY-  MO/FRANKLIN
 JC0594  USGS QUAD   -  WASHINGTON WEST (1985)
 JC0594
 JC0594                         *CURRENT SURVEY CONTROL
 JC0594  ___________________________________________________________________
 JC0594* NAD 83(1986)-  38 36 09.     (N)    091 05 16.     (W)     SCALED    
 JC0594* NAVD 88     -       151.906  (meters)     498.38   (feet)  ADJUSTED  
 JC0594  ___________________________________________________________________
 JC0594  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JC0594  DYNAMIC HT  -         151.810 (meters)     498.06  (feet)  COMP
 JC0594  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JC0594
 JC0594  VERT ORDER  -  FIRST     CLASS II
 JC0594
 JC0594.The horizontal coordinates were scaled from a topographic map and have
 JC0594.an estimated accuracy of +/- 6 seconds.
 JC0594
 JC0594.The orthometric height was determined by differential leveling
 JC0594.and adjusted by the National Geodetic Survey in June 1991..
 JC0594
 JC0594.The geoid height was determined by GEOID03.
 JC0594
 JC0594.The dynamic height is computed by dividing the NAVD 88
 JC0594.geopotential number by the normal gravity value computed on the
 JC0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0594.degrees latitude (g = 980.6199 gals.).
 JC0594
 JC0594.The modeled gravity was interpolated from observed gravity values.
 JC0594
 JC0594;                    North         East    Units  Estimated Accuracy
 JC0594;SPC MO E     -   307,470.      198,800.      MT  (+/- 180 meters Scaled)
 JC0594
 JC0594                          SUPERSEDED SURVEY CONTROL
 JC0594
 JC0594  NGVD 29 (??/??/92)  151.968  (m)          498.58   (f) ADJ UNCH    1 2
 JC0594
 JC0594.Superseded values are not recommended for survey control.
 JC0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0594.See file dsdata.txt to determine how the superseded data were derived.
 JC0594
 JC0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC665744(NAD 83)
 JC0594_MARKER: DB = BENCH MARK DISK
 JC0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0594_SP_SET: CULVERT
 JC0594_STAMPING: D 203 1946
 JC0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0594
 JC0594  HISTORY     - Date     Condition        Report By
 JC0594  HISTORY     - 1946     MONUMENTED       CGS
 JC0594  HISTORY     - 1970     MARK NOT FOUND   USGS
 JC0594  HISTORY     - 1973     MARK NOT FOUND   USGS
 JC0594  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0594
 JC0594                          STATION DESCRIPTION
 JC0594
 JC0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0594'5.3 MI NW FROM WASHINGTON.
 JC0594'ABOUT 5.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0594'FROM THE STATION AT WASHINGTON, ABOUT THREE POLES NORTHWEST OF A
 JC0594'PRIVATE ROAD CROSSING, ABOUT ONE POLE SOUTHEAST OF MILE POST 60,
 JC0594'16.0 FEET SOUTHWEST OF AND ABOUT 1.5 FEET LOWER THAN THE CENTER
 JC0594'LINE OF THE SOUTHWEST TRACK, ON TOP OF THE SOUTHEAST END OF THE
 JC0594'SOUTHWEST HEADWALL OF A STONE AND CONCRETE CULVERT.  A BRONZE
 JC0594'BENCH MARK DISK SET IN A DRILL HOLE IN STONE.
 JC0594
 JC0594                          STATION RECOVERY (1970)
 JC0594
 JC0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JC0594'MARK NOT FOUND.
 JC0594
 JC0594                          STATION RECOVERY (1973)
 JC0594
 JC0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JC0594'MARK NOT FOUND.
 JC0594
 JC0594                          STATION RECOVERY (1986)
 JC0594
 JC0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0496 ***********************************************************************
 JC0496  DESIGNATION -  D 204
 JC0496  PID         -  JC0496
 JC0496  STATE/COUNTY-  MO/ST LOUIS
 JC0496  USGS QUAD   -  EUREKA (1993)
 JC0496
 JC0496                         *CURRENT SURVEY CONTROL
 JC0496  ___________________________________________________________________
 JC0496* NAD 83(1986)-  38 30 15.     (N)    090 40 33.     (W)     SCALED    
 JC0496* NAVD 88     -       149.972  (meters)     492.03   (feet)  ADJUSTED  
 JC0496  ___________________________________________________________________
 JC0496  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JC0496  DYNAMIC HT  -         149.875 (meters)     491.71  (feet)  COMP
 JC0496  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 JC0496
 JC0496  VERT ORDER  -  FIRST     CLASS I
 JC0496
 JC0496.The horizontal coordinates were scaled from a topographic map and have
 JC0496.an estimated accuracy of +/- 6 seconds.
 JC0496
 JC0496.The orthometric height was determined by differential leveling
 JC0496.and adjusted by the National Geodetic Survey in June 1991..
 JC0496
 JC0496.The geoid height was determined by GEOID03.
 JC0496
 JC0496.The dynamic height is computed by dividing the NAVD 88
 JC0496.geopotential number by the normal gravity value computed on the
 JC0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0496.degrees latitude (g = 980.6199 gals.).
 JC0496
 JC0496.The modeled gravity was interpolated from observed gravity values.
 JC0496
 JC0496;                    North         East    Units  Estimated Accuracy
 JC0496;SPC MO E     -   296,410.      234,660.      MT  (+/- 180 meters Scaled)
 JC0496
 JC0496                          SUPERSEDED SURVEY CONTROL
 JC0496
 JC0496  NGVD 29 (??/??/92)  150.053  (m)          492.30   (f) ADJ UNCH    1 1
 JC0496
 JC0496.Superseded values are not recommended for survey control.
 JC0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0496.See file dsdata.txt to determine how the superseded data were derived.
 JC0496
 JC0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC026643(NAD 83)
 JC0496_MARKER: DB = BENCH MARK DISK
 JC0496_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC0496_SP_SET: PIER OVERPASS
 JC0496_STAMPING: D 204 1946
 JC0496_MARK LOGO: CGS   
 JC0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0496+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1990
 JC0496
 JC0496  HISTORY     - Date     Condition        Report By
 JC0496  HISTORY     - 1946     MONUMENTED       CGS
 JC0496  HISTORY     - 1969     GOOD             NGS
 JC0496  HISTORY     - 19900320 GOOD             MODNR
 JC0496  HISTORY     - 19910427 GOOD             USPSQD
 JC0496  HISTORY     - 19940511 GOOD             USPSQD
 JC0496  HISTORY     - 19950408 GOOD             USPSQD
 JC0496  HISTORY     - 19970610 GOOD             MODNR
 JC0496  HISTORY     - 19990202 GOOD             USPSQD
 JC0496
 JC0496                          STATION DESCRIPTION
 JC0496
 JC0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0496'2.6 MI W FROM EUREKA.
 JC0496'ABOUT 2.65 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0496'THE CROSSING OF MAIN STREET AT EUREKA, ABOUT 4.3 MILES EAST
 JC0496'OF THE STATION AT PACIFIC, AT ALLENTON, SET VERTICALLY IN THE WEST
 JC0496'END OF THE NORTH PIER UNDER THE ALLENTON ROAD OVERPASS OVER THE
 JC0496'TRACK, 7.6 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK,
 JC0496'3 FEET ABOVE THE LEVEL OF THE GROUND AND 2 1/2 FEET ABOVE THE
 JC0496'LEVEL OF THE TRACK.  SEC 34, T44N, R3E.
 JC0496
 JC0496                          STATION RECOVERY (1990)
 JC0496
 JC0496'RECOVERY NOTE BY MO DEPT OF NAT RES 1990
 JC0496'RECOVERED AS DESCRIBED.
 JC0496
 JC0496                          STATION RECOVERY (1991)
 JC0496
 JC0496'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0496'RECOVERED IN GOOD CONDITION.
 JC0496
 JC0496                          STATION RECOVERY (1994)
 JC0496
 JC0496'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0496'RECOVERED IN GOOD CONDITION.
 JC0496
 JC0496                          STATION RECOVERY (1995)
 JC0496
 JC0496'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0496'RECOVERED IN GOOD CONDITION.
 JC0496
 JC0496                          STATION RECOVERY (1997)
 JC0496
 JC0496'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 JC0496'RECOVERED AS DESCRIBED.
 JC0496
 JC0496                          STATION RECOVERY (1999)
 JC0496
 JC0496'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0222 ***********************************************************************
 JC0222  DESIGNATION -  D 205
 JC0222  PID         -  JC0222
 JC0222  STATE/COUNTY-  MO/ST LOUIS
 JC0222  USGS QUAD   -  KIRKWOOD (1993)
 JC0222
 JC0222                         *CURRENT SURVEY CONTROL
 JC0222  ___________________________________________________________________
 JC0222* NAD 83(1986)-  38 34 40.     (N)    090 24 54.     (W)     SCALED    
 JC0222* NAVD 88     -       188.750  (meters)     619.26   (feet)  ADJUSTED  
 JC0222  ___________________________________________________________________
 JC0222  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JC0222  DYNAMIC HT  -         188.628 (meters)     618.86  (feet)  COMP
 JC0222  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 JC0222
 JC0222  VERT ORDER  -  FIRST     CLASS I
 JC0222
 JC0222.The horizontal coordinates were scaled from a topographic map and have
 JC0222.an estimated accuracy of +/- 6 seconds.
 JC0222
 JC0222.The orthometric height was determined by differential leveling
 JC0222.and adjusted by the National Geodetic Survey in June 1991..
 JC0222
 JC0222.The geoid height was determined by GEOID03.
 JC0222
 JC0222.The dynamic height is computed by dividing the NAVD 88
 JC0222.geopotential number by the normal gravity value computed on the
 JC0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0222.degrees latitude (g = 980.6199 gals.).
 JC0222
 JC0222.The modeled gravity was interpolated from observed gravity values.
 JC0222
 JC0222;                    North         East    Units  Estimated Accuracy
 JC0222;SPC MO E     -   304,570.      257,410.      MT  (+/- 180 meters Scaled)
 JC0222
 JC0222                          SUPERSEDED SURVEY CONTROL
 JC0222
 JC0222  NGVD 29 (??/??/92)  188.849  (m)          619.58   (f) ADJ UNCH    1 1
 JC0222
 JC0222.Superseded values are not recommended for survey control.
 JC0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0222.See file dsdata.txt to determine how the superseded data were derived.
 JC0222
 JC0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC251730(NAD 83)
 JC0222_MARKER: DB = BENCH MARK DISK
 JC0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0222_STAMPING: D 205 1946
 JC0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0222+STABILITY: SURFACE MOTION
 JC0222
 JC0222  HISTORY     - Date     Condition        Report By
 JC0222  HISTORY     - 1946     MONUMENTED       CGS
 JC0222  HISTORY     - 1969     GOOD             NGS
 JC0222  HISTORY     - 1984     GOOD             USPSQD
 JC0222  HISTORY     - 19910401 GOOD             USPSQD
 JC0222  HISTORY     - 19940511 GOOD             USPSQD
 JC0222  HISTORY     - 19990128 GOOD             USPSQD
 JC0222
 JC0222                          STATION DESCRIPTION
 JC0222
 JC0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0222'AT KIRKWOOD.
 JC0222'AT KIRKWOOD, ABOUT 0.5 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC
 JC0222'RAILROAD FROM THE STATION, NEAR MILEPOLE 14-1, 52 FEET SOUTHEAST
 JC0222'OF THE CENTER OF THE CROSSING OF GEYER ROAD AND THE EASTBOUND
 JC0222'TRACK, 47 FEET EAST OF THE CENTER LINE OF THE ROAD, 25.4 FEET
 JC0222'SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 19 1/2 FEET NORTH
 JC0222'OF THE CENTER LINE OF MONROE PLACE, 1.3 FEET WEST OF A METAL
 JC0222'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN THE
 JC0222'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 JC0222'GROUND.  SEC 1, T44N, R5E.
 JC0222
 JC0222                          STATION RECOVERY (1984)
 JC0222
 JC0222'RECOVERY NOTE BY US POWER SQUADRON 1984
 JC0222'RECOVERED IN GOOD CONDITION.
 JC0222
 JC0222                          STATION RECOVERY (1991)
 JC0222
 JC0222'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0222'RECOVERED IN GOOD CONDITION.
 JC0222
 JC0222                          STATION RECOVERY (1994)
 JC0222
 JC0222'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0222'RECOVERED IN GOOD CONDITION.
 JC0222
 JC0222                          STATION RECOVERY (1999)
 JC0222
 JC0222'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0572 ***********************************************************************
 LF0572  DESIGNATION -  D 206
 LF0572  PID         -  LF0572
 LF0572  STATE/COUNTY-  MO/ATCHISON
 LF0572  USGS QUAD   -  ROCK PORT (1981)
 LF0572
 LF0572                         *CURRENT SURVEY CONTROL
 LF0572  ___________________________________________________________________
 LF0572* NAD 83(1986)-  40 23 26.     (N)    095 35 44.     (W)     SCALED    
 LF0572* NAVD 88     -       271.741  (meters)     891.54   (feet)  ADJUSTED  
 LF0572  ___________________________________________________________________
 LF0572  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LF0572  DYNAMIC HT  -         271.598 (meters)     891.07  (feet)  COMP
 LF0572  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 LF0572
 LF0572  VERT ORDER  -  FIRST     CLASS II
 LF0572
 LF0572.The horizontal coordinates were scaled from a topographic map and have
 LF0572.an estimated accuracy of +/- 6 seconds.
 LF0572
 LF0572.The orthometric height was determined by differential leveling
 LF0572.and adjusted by the National Geodetic Survey in June 1991..
 LF0572
 LF0572.The geoid height was determined by GEOID03.
 LF0572
 LF0572.The dynamic height is computed by dividing the NAVD 88
 LF0572.geopotential number by the normal gravity value computed on the
 LF0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0572.degrees latitude (g = 980.6199 gals.).
 LF0572
 LF0572.The modeled gravity was interpolated from observed gravity values.
 LF0572
 LF0572;                    North         East    Units  Estimated Accuracy
 LF0572;SPC MO W     -   469,410.      756,990.      MT  (+/- 180 meters Scaled)
 LF0572
 LF0572                          SUPERSEDED SURVEY CONTROL
 LF0572
 LF0572  NGVD 29 (??/??/92)  271.655  (m)          891.25   (f) ADJ UNCH    1 2
 LF0572
 LF0572.Superseded values are not recommended for survey control.
 LF0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0572.See file dsdata.txt to determine how the superseded data were derived.
 LF0572
 LF0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE796743(NAD 83)
 LF0572_MARKER: DB = BENCH MARK DISK
 LF0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0572_SP_SET: BRIDGE
 LF0572_STAMPING: D 206 1947
 LF0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0572
 LF0572  HISTORY     - Date     Condition        Report By
 LF0572  HISTORY     - 1947     MONUMENTED       CGS
 LF0572  HISTORY     - 1961     GOOD             NGS
 LF0572  HISTORY     - 19890726 MARK NOT FOUND   NGS
 LF0572
 LF0572                          STATION DESCRIPTION
 LF0572
 LF0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0572'0.8 MI N FROM PHELPS CITY.
 LF0572'0.8 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0572'FROM THE STATION AT PHELPS CITY, AT THE NORTH END OF CONCRETE
 LF0572'BRIDGE NO.127.52, 416.0 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LF0572'ROAD CROSSING, 5.6 FEET EAST OF THE EAST RAIL OF THE TRACK,
 LF0572'SET IN TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF
 LF0572'THE BRIDGE, ABOUT 1 FOOT BELOW THE BASE OF THE RAILS.
 LF0572
 LF0572                          STATION RECOVERY (1961)
 LF0572
 LF0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0572'RECOVERED IN GOOD CONDITION.
 LF0572
 LF0572                          STATION RECOVERY (1989)
 LF0572
 LF0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0572'THE STEM OF THE DISK IS ALL THAT REMAINS AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1507 ***********************************************************************
 LF1507  DESIGNATION -  D 207 RESET
 LF1507  PID         -  LF1507
 LF1507  STATE/COUNTY-  MO/HOLT
 LF1507  USGS QUAD   -  CORNING (1984)
 LF1507
 LF1507                         *CURRENT SURVEY CONTROL
 LF1507  ___________________________________________________________________
 LF1507* NAD 83(1986)-  40 10 44.     (N)    095 26 33.     (W)     SCALED    
 LF1507* NAVD 88     -       266.54   (meters)     874.5    (feet)  RESET     
 LF1507  ___________________________________________________________________
 LF1507  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LF1507
 LF1507  VERT ORDER  -  THIRD
 LF1507
 LF1507.The horizontal coordinates were scaled from a topographic map and have
 LF1507.an estimated accuracy of +/- 6 seconds.
 LF1507
 LF1507.The orthometric height was computed from unverified reset data.
 LF1507.No vertical observational check was made to the station.
 LF1507
 LF1507.The geoid height was determined by GEOID03.
 LF1507
 LF1507;                    North         East    Units  Estimated Accuracy
 LF1507;SPC MO W     -   445,760.      769,730.      MT  (+/- 180 meters Scaled)
 LF1507
 LF1507                          SUPERSEDED SURVEY CONTROL
 LF1507
 LF1507  NGVD 29 (02/22/06)  266.44   (m)          874.1    (f) RESET       3  
 LF1507
 LF1507.Superseded values are not recommended for survey control.
 LF1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1507.See file dsdata.txt to determine how the superseded data were derived.
 LF1507
 LF1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE920504(NAD 83)
 LF1507_MARKER: DB = BENCH MARK DISK
 LF1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1507_SP_SET: CONCRETE POST
 LF1507_STAMPING: D 207 RESET 1983
 LF1507_MARK LOGO: NGS   
 LF1507_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1507+STABILITY: SURFACE MOTION
 LF1507
 LF1507  HISTORY     - Date     Condition        Report By
 LF1507  HISTORY     - 1983     MONUMENTED       NGS
 LF1507
 LF1507                          STATION DESCRIPTION
 LF1507
 LF1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LF1507'3.6 MI (5.8 KM) WEST ALONG THE MAIN STREET AND STATE HIGHWAY 111, FROM
 LF1507'THE OLD RAILROAD STATION AND A GRAIN ELEVATOR IN CRAIG, TO A ROAD
 LF1507'LEFT, AT A CURVE IN THE HIGHWAY TO THE NORTH, THENCE LEFT AND
 LF1507'SOUTHWEST ALONG A DIRT ROAD FOR 0.1 MI, THENCE LEFT AND SOUTH ALONG A
 LF1507'GRADED ROAD FOR 0.7 MI (1.1 KM) TO THE END OF THE ROAD, THE HOUSE OF
 LF1507'MR. RONALD REHM AND THE BENCH MARK 34.6 FT (10.5 M) SOUTH FROM THE
 LF1507'EAST END OF A BRICK SIDEWALK, 31.6 FT (9.6 M) SOUTHEAST OF THE
 LF1507'SOUTHEAST CORNER OF A BRICK PILLAR AT THE SOUTHEAST CORNER OF THE
 LF1507'PORCH OF THE HOUSE, 20.7 FT (6.3 M) NORTH FROM A LONE CEDAR TREE, 8.2
 LF1507'FT (2.5 M) EAST OF A YARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0690 ***********************************************************************
 LF0690  DESIGNATION -  D 208
 LF0690  PID         -  LF0690
 LF0690  STATE/COUNTY-  MO/ATCHISON
 LF0690  USGS QUAD   -  NEMAHA (1966)
 LF0690
 LF0690                         *CURRENT SURVEY CONTROL
 LF0690  ___________________________________________________________________
 LF0690* NAD 83(1986)-  40 19 00.     (N)    095 37 34.     (W)     SCALED    
 LF0690* NAVD 88     -       270.262  (meters)     886.68   (feet)  ADJUSTED  
 LF0690  ___________________________________________________________________
 LF0690  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF0690  DYNAMIC HT  -         270.117 (meters)     886.21  (feet)  COMP
 LF0690  MODELED GRAV-     980,084.2   (mgal)                       NAVD 88
 LF0690
 LF0690  VERT ORDER  -  SECOND    CLASS 0
 LF0690
 LF0690.The horizontal coordinates were scaled from a topographic map and have
 LF0690.an estimated accuracy of +/- 6 seconds.
 LF0690
 LF0690.The orthometric height was determined by differential leveling
 LF0690.and adjusted by the National Geodetic Survey in June 1991..
 LF0690
 LF0690.The geoid height was determined by GEOID03.
 LF0690
 LF0690.The dynamic height is computed by dividing the NAVD 88
 LF0690.geopotential number by the normal gravity value computed on the
 LF0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0690.degrees latitude (g = 980.6199 gals.).
 LF0690
 LF0690.The modeled gravity was interpolated from observed gravity values.
 LF0690
 LF0690;                    North         East    Units  Estimated Accuracy
 LF0690;SPC MO W     -   461,240.      754,290.      MT  (+/- 180 meters Scaled)
 LF0690
 LF0690                          SUPERSEDED SURVEY CONTROL
 LF0690
 LF0690  NGVD 29 (??/??/92)  270.174  (m)          886.40   (f) ADJ UNCH    2 0
 LF0690
 LF0690.Superseded values are not recommended for survey control.
 LF0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0690.See file dsdata.txt to determine how the superseded data were derived.
 LF0690
 LF0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE768662(NAD 83)
 LF0690_MARKER: DB = BENCH MARK DISK
 LF0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0690_STAMPING: D 208 1948
 LF0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0690+STABILITY: SURFACE MOTION
 LF0690
 LF0690  HISTORY     - Date     Condition        Report By
 LF0690  HISTORY     - 1948     MONUMENTED       CGS
 LF0690  HISTORY     - 1961     GOOD             NGS
 LF0690  HISTORY     - 1984     GOOD             NGS
 LF0690
 LF0690                          STATION DESCRIPTION
 LF0690
 LF0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0690'5.2 MI SW FROM LANGDON.
 LF0690'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0690'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 2.05 MILES SOUTH
 LF0690'ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED ROAD, THENCE
 LF0690'0.5 MILE SOUTH ALONG A DIRT ROAD, AT A FARMHOUSE, 26.0 FEET NORTH
 LF0690'OF THE CENTER LINE OF A PRIVATE ROAD, 16.0 FEET EAST OF THE
 LF0690'CENTER LINE OF THE NORTH-SOUTH ROAD, 4.3 FEET NORTH OF A TELEPHONE
 LF0690'POLE, 1.0 FOOT WEST OF A FENCE, 1.4 FEET NORTH OF A REFERENCE POST,
 LF0690'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LF0690'GROUND.
 LF0690
 LF0690                          STATION RECOVERY (1961)
 LF0690
 LF0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0690'RECOVERED IN GOOD CONDITION.
 LF0690
 LF0690                          STATION RECOVERY (1984)
 LF0690
 LF0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0690'ABOUT 0.48 KM (0.3 MI) EAST AND SOUTH ALONG STATE ROAD U, FROM THE
 LF0690'JUNCTION WITH STATE ROAD E AT LANGDON, THENCE 2.25 KM (1.4 MI) WEST
 LF0690'ALONG ROAD U, THENCE 3.30 KM (2.05 MI) SOUTH ALONG ROAD U TO 175 END,
 LF0690'THENCE 1.61 KM (1.0 MI) WEST ALONG A GRAVELED ROAD, THENCE 0.08 KM
 LF0690'(0.05 MI) SOUTH ALONG A GRAVELED ROAD TO THE MARK ON THE LEFT, AND
 LF0690'8.5 M (28 FT) NORTH FROM THE CENTERLINE OF A DRIVE TO FARM BUILDINGS,
 LF0690'4.9 M (16.0 FT) EAST FROM THE CENTERLINE OF THE ROAD, 0.03 M (1.0 FT)
 LF0690'WEST FROM THE SOUTH GATEPOST OF A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0679 ***********************************************************************
 LF0679  DESIGNATION -  D 209
 LF0679  PID         -  LF0679
 LF0679  STATE/COUNTY-  MO/ATCHISON
 LF0679  USGS QUAD   -  ROCK PORT (1981)
 LF0679
 LF0679                         *CURRENT SURVEY CONTROL
 LF0679  ___________________________________________________________________
 LF0679* NAD 83(1986)-  40 22 59.     (N)    095 36 55.     (W)     SCALED    
 LF0679* NAVD 88     -       271.918  (meters)     892.12   (feet)  ADJUSTED  
 LF0679  ___________________________________________________________________
 LF0679  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LF0679  DYNAMIC HT  -         271.775 (meters)     891.65  (feet)  COMP
 LF0679  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 LF0679
 LF0679  VERT ORDER  -  SECOND    CLASS 0
 LF0679
 LF0679.The horizontal coordinates were scaled from a topographic map and have
 LF0679.an estimated accuracy of +/- 6 seconds.
 LF0679
 LF0679.The orthometric height was determined by differential leveling
 LF0679.and adjusted by the National Geodetic Survey in June 1991..
 LF0679
 LF0679.The geoid height was determined by GEOID03.
 LF0679
 LF0679.The dynamic height is computed by dividing the NAVD 88
 LF0679.geopotential number by the normal gravity value computed on the
 LF0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0679.degrees latitude (g = 980.6199 gals.).
 LF0679
 LF0679.The modeled gravity was interpolated from observed gravity values.
 LF0679
 LF0679;                    North         East    Units  Estimated Accuracy
 LF0679;SPC MO W     -   468,600.      755,300.      MT  (+/- 180 meters Scaled)
 LF0679
 LF0679                          SUPERSEDED SURVEY CONTROL
 LF0679
 LF0679  NGVD 29 (??/??/92)  271.830  (m)          891.83   (f) ADJ UNCH    2 0
 LF0679
 LF0679.Superseded values are not recommended for survey control.
 LF0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0679.See file dsdata.txt to determine how the superseded data were derived.
 LF0679
 LF0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE780735(NAD 83)
 LF0679_MARKER: DB = BENCH MARK DISK
 LF0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0679_STAMPING: D 209 1948
 LF0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0679+STABILITY: SURFACE MOTION
 LF0679
 LF0679  HISTORY     - Date     Condition        Report By
 LF0679  HISTORY     - 1948     MONUMENTED       CGS
 LF0679  HISTORY     - 1961     GOOD             NGS
 LF0679  HISTORY     - 1975     MARK NOT FOUND   USGS
 LF0679
 LF0679                          STATION DESCRIPTION
 LF0679
 LF0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0679'2.4 MI SW FROM PHELPS CITY.
 LF0679'0.9 MILE WEST ALONG STATE HIGHWAY NO. 4 FROM THE METHODIST CHURCH
 LF0679'AT PHELPS CITY, THENCE 1.45 MILES SOUTH ALONG A DIRT ROAD, 0.3
 LF0679'MILE SOUTH, 0.3 MILE WEST, AND 0.35 MILE NORTHWEST ALONG A FIELD
 LF0679'ROAD FROM BENCH MARK C 209, NEAR A FARMHOUSE, 101.2 FEET EAST OF
 LF0679'THE SOUTHEAST CORNER OF THE MOST SOUTHERLY WING OF THE FARMHOUSE,
 LF0679'80.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 34.4 FEET
 LF0679'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, IN LINE AND AT
 LF0679'THE SOUTHWEST END OF A ROW OF 3 WALNUT TREES, 26.0 FEET SOUTH OF
 LF0679'THE CENTER LINE OF A EAST-WEST PRIVATE ROAD, SET IN THE TOP OF A
 LF0679'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LF0679
 LF0679                          STATION RECOVERY (1961)
 LF0679
 LF0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0679'RECOVERED IN GOOD CONDITION.
 LF0679
 LF0679                          STATION RECOVERY (1975)
 LF0679
 LF0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1924 ***********************************************************************
 JD1924  DESIGNATION -  D 21
 JD1924  PID         -  JD1924
 JD1924  STATE/COUNTY-  MO/HENRY
 JD1924  USGS QUAD   -  WINDSOR (1981)
 JD1924
 JD1924                         *CURRENT SURVEY CONTROL
 JD1924  ___________________________________________________________________
 JD1924* NAD 83(1986)-  38 32 26.     (N)    093 31 11.     (W)     SCALED    
 JD1924* NAVD 88     -       273.749  (meters)     898.12   (feet)  ADJUSTED  
 JD1924  ___________________________________________________________________
 JD1924  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD1924  DYNAMIC HT  -         273.556 (meters)     897.49  (feet)  COMP
 JD1924  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 JD1924
 JD1924  VERT ORDER  -  SECOND    CLASS 0
 JD1924
 JD1924.The horizontal coordinates were scaled from a topographic map and have
 JD1924.an estimated accuracy of +/- 6 seconds.
 JD1924
 JD1924.The orthometric height was determined by differential leveling
 JD1924.and adjusted by the National Geodetic Survey in June 1991..
 JD1924
 JD1924.The geoid height was determined by GEOID03.
 JD1924
 JD1924.The dynamic height is computed by dividing the NAVD 88
 JD1924.geopotential number by the normal gravity value computed on the
 JD1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1924.degrees latitude (g = 980.6199 gals.).
 JD1924
 JD1924.The modeled gravity was interpolated from observed gravity values.
 JD1924
 JD1924;                    North         East    Units  Estimated Accuracy
 JD1924;SPC MO W     -   263,900.      935,460.      MT  (+/- 180 meters Scaled)
 JD1924
 JD1924                          SUPERSEDED SURVEY CONTROL
 JD1924
 JD1924  NGVD 29 (??/??/92)  273.638  (m)          897.76   (f) ADJ UNCH    2 0
 JD1924
 JD1924.Superseded values are not recommended for survey control.
 JD1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1924.See file dsdata.txt to determine how the superseded data were derived.
 JD1924
 JD1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC547659(NAD 83)
 JD1924_MARKER: DB = BENCH MARK DISK
 JD1924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1924_SP_SET: OVERPASS SEAT
 JD1924_STAMPING: D 21 1934
 JD1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1924
 JD1924  HISTORY     - Date     Condition        Report By
 JD1924  HISTORY     - 1934     MONUMENTED       CGS
 JD1924  HISTORY     - 1962     GOOD             NGS
 JD1924  HISTORY     - 1963     GOOD             NGS
 JD1924
 JD1924                          STATION DESCRIPTION
 JD1924
 JD1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1924'0.6 MI NE FROM WINDSOR.
 JD1924'ABOUT 0.6 MILE NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1924'RAILROAD FROM THE STATION AT WINDSOR, AT A STEEL GIRDER OVERPASS
 JD1924'OVER THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 8 FEET
 JD1924'SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET SOUTHEAST OF THE
 JD1924'SOUTHEAST EDGE OF A STEEL GIRDER OF THE OVERPASS,
 JD1924'ABOUT 4 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE
 JD1924'TOP OF THE SOUTHEAST END OF THE NORTHWEST CONCRETE SEAT OF
 JD1924'THE OVERPASS.
 JD1924
 JD1924                          STATION RECOVERY (1963)
 JD1924
 JD1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0383 ***********************************************************************
 LF0383  DESIGNATION -  D 210
 LF0383  PID         -  LF0383
 LF0383  STATE/COUNTY-  MO/HOLT
 LF0383  USGS QUAD   -  CORNING (1984)
 LF0383
 LF0383                         *CURRENT SURVEY CONTROL
 LF0383  ___________________________________________________________________
 LF0383* NAD 83(1986)-  40 11 56.     (N)    095 23 06.     (W)     SCALED    
 LF0383* NAVD 88     -       264.865  (meters)     868.98   (feet)  ADJUSTED  
 LF0383  ___________________________________________________________________
 LF0383  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LF0383  DYNAMIC HT  -         264.722 (meters)     868.51  (feet)  COMP
 LF0383  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 LF0383
 LF0383  VERT ORDER  -  FIRST     CLASS II
 LF0383
 LF0383.The horizontal coordinates were scaled from a topographic map and have
 LF0383.an estimated accuracy of +/- 6 seconds.
 LF0383
 LF0383.The orthometric height was determined by differential leveling
 LF0383.and adjusted by the National Geodetic Survey in June 1991..
 LF0383
 LF0383.The geoid height was determined by GEOID03.
 LF0383
 LF0383.The dynamic height is computed by dividing the NAVD 88
 LF0383.geopotential number by the normal gravity value computed on the
 LF0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0383.degrees latitude (g = 980.6199 gals.).
 LF0383
 LF0383.The modeled gravity was interpolated from observed gravity values.
 LF0383
 LF0383;                    North         East    Units  Estimated Accuracy
 LF0383;SPC MO W     -   447,930.      774,650.      MT  (+/- 180 meters Scaled)
 LF0383
 LF0383                          SUPERSEDED SURVEY CONTROL
 LF0383
 LF0383  NGVD 29 (??/??/92)  264.787  (m)          868.72   (f) ADJ UNCH    1 2
 LF0383
 LF0383.Superseded values are not recommended for survey control.
 LF0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0383.See file dsdata.txt to determine how the superseded data were derived.
 LF0383
 LF0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE969525(NAD 83)
 LF0383_MARKER: DB = BENCH MARK DISK
 LF0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0383_SP_SET: CONCRETE POST
 LF0383_STAMPING: D 210 1948
 LF0383_MARK LOGO: CGS   
 LF0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0383+STABILITY: SURFACE MOTION
 LF0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0383+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1989
 LF0383
 LF0383  HISTORY     - Date     Condition        Report By
 LF0383  HISTORY     - 1948     MONUMENTED       CGS
 LF0383  HISTORY     - 1961     GOOD             NGS
 LF0383  HISTORY     - 19890731 GOOD             NGS
 LF0383
 LF0383                          STATION DESCRIPTION
 LF0383
 LF0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0383'0.7 MI NW FROM CRAIG.
 LF0383'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0383'RAILROAD FROM THE STATION AT CRAIG, 0.4 MILE SOUTHEAST OF A
 LF0383'PUBLIC ROAD CROSSING, 52.0 FEET NORTH OF MILEPOST NO. 110, 44.3
 LF0383'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 11.0 FEET
 LF0383'SOUTHWEST OF THE CENTER LINE OF A FIELD ROAD, 12.0 FEET
 LF0383'NORTH-NORTHEAST OF A TELEPHONE POLE, 1.7 FEET SOUTHWEST OF THE
 LF0383'NORTHEAST RIGHT-OF-WAY FENCE, 1.3 FEET SOUTHEAST OF A REFERENCE
 LF0383'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LF0383'ABOVE THE GROUND.
 LF0383
 LF0383                          STATION RECOVERY (1961)
 LF0383
 LF0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0383'RECOVERED IN GOOD CONDITION.
 LF0383
 LF0383                          STATION RECOVERY (1989)
 LF0383
 LF0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0383'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.6 KM
 LF0383'(1.00 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 LF0383'ITS JUNCTION WITH STATE HIGHWAY 111 SPUR IN CRAIG, 15.8 M (51.8 FT)
 LF0383'NORTH OF MILEPOST 110, 13.7 M (44.9 FT) NORTHEAST OF THE NEAR RAIL,
 LF0383'0.7 M (2.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT)
 LF0383'BELOW THE LEVEL OF THE TRACK, AND IN A CONCRETE MONUMENT THAT
 LF0383'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1000 ***********************************************************************
 LF1000  DESIGNATION -  D 211
 LF1000  PID         -  LF1000
 LF1000  STATE/COUNTY-  MO/ATCHISON
 LF1000  USGS QUAD   -  HAMBURG (1984)
 LF1000
 LF1000                         *CURRENT SURVEY CONTROL
 LF1000  ___________________________________________________________________
 LF1000* NAD 83(1986)-  40 32 38.     (N)    095 44 43.     (W)     SCALED    
 LF1000* NAVD 88     -       276.492  (meters)     907.12   (feet)  ADJUSTED  
 LF1000  ___________________________________________________________________
 LF1000  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LF1000  DYNAMIC HT  -         276.345 (meters)     906.64  (feet)  COMP
 LF1000  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 LF1000
 LF1000  VERT ORDER  -  SECOND    CLASS 0
 LF1000
 LF1000.The horizontal coordinates were scaled from a topographic map and have
 LF1000.an estimated accuracy of +/- 6 seconds.
 LF1000
 LF1000.The orthometric height was determined by differential leveling
 LF1000.and adjusted by the National Geodetic Survey in June 1991..
 LF1000
 LF1000.The geoid height was determined by GEOID03.
 LF1000
 LF1000.The dynamic height is computed by dividing the NAVD 88
 LF1000.geopotential number by the normal gravity value computed on the
 LF1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1000.degrees latitude (g = 980.6199 gals.).
 LF1000
 LF1000.The modeled gravity was interpolated from observed gravity values.
 LF1000
 LF1000;                    North         East    Units  Estimated Accuracy
 LF1000;SPC MO W     -   486,600.      744,510.      MT  (+/- 180 meters Scaled)
 LF1000
 LF1000                          SUPERSEDED SURVEY CONTROL
 LF1000
 LF1000  NGVD 29 (??/??/92)  276.392  (m)          906.80   (f) ADJ UNCH    2 0
 LF1000
 LF1000.Superseded values are not recommended for survey control.
 LF1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1000.See file dsdata.txt to determine how the superseded data were derived.
 LF1000
 LF1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE675917(NAD 83)
 LF1000_MARKER: DB = BENCH MARK DISK
 LF1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1000_STAMPING: D 211 1948
 LF1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1000+STABILITY: SURFACE MOTION
 LF1000
 LF1000  HISTORY     - Date     Condition        Report By
 LF1000  HISTORY     - 1948     MONUMENTED       CGS
 LF1000  HISTORY     - 1961     GOOD             NGS
 LF1000
 LF1000                          STATION DESCRIPTION
 LF1000
 LF1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1000'8.4 MI SW FROM HAMBURG.
 LF1000'1.6 MILES SOUTH ALONG A DIRT ROAD FROM THE RAILROAD STATION AT
 LF1000'HAMBURG, THENCE 3.5 MILES WEST ALONG A DIRT ROAD, THENCE 0.1
 LF1000'MILE SOUTH AND 0.5 MILE NORTHWEST ALONG A DIRT ROAD, THENCE
 LF1000'2.1 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.55 MILE WEST AND
 LF1000'NORTHWEST ALONG A DIRT ROAD, IN A CULTIVATED FIELD, BETWEEN
 LF1000'TWO 24-INCH COTTONWOOD TREES, 18.0 FEET NORTH OF THE CENTER
 LF1000'LINE OF THE ROAD, 11.7 FEET SOUTH OF THE MOST NORTHERLY TREE,
 LF1000'9.4 FEET NORTH OF THE MOST SOUTHERLY TREE, 1.3 FEET NORTH OF
 LF1000'A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF1000'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LF1000
 LF1000                          STATION RECOVERY (1961)
 LF1000
 LF1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0358 ***********************************************************************
 LF0358  DESIGNATION -  D 212
 LF0358  PID         -  LF0358
 LF0358  STATE/COUNTY-  MO/HOLT
 LF0358  USGS QUAD   -  BIG LAKE (1981)
 LF0358
 LF0358                         *CURRENT SURVEY CONTROL
 LF0358  ___________________________________________________________________
 LF0358* NAD 83(1986)-  40 05 04.     (N)    095 16 25.     (W)     SCALED    
 LF0358* NAVD 88     -       260.294  (meters)     853.98   (feet)  ADJUSTED  
 LF0358  ___________________________________________________________________
 LF0358  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 LF0358  DYNAMIC HT  -         260.151 (meters)     853.51  (feet)  COMP
 LF0358  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 LF0358
 LF0358  VERT ORDER  -  FIRST     CLASS II
 LF0358
 LF0358.The horizontal coordinates were scaled from a topographic map and have
 LF0358.an estimated accuracy of +/- 6 seconds.
 LF0358
 LF0358.The orthometric height was determined by differential leveling
 LF0358.and adjusted by the National Geodetic Survey in June 1991..
 LF0358
 LF0358.The geoid height was determined by GEOID03.
 LF0358
 LF0358.The dynamic height is computed by dividing the NAVD 88
 LF0358.geopotential number by the normal gravity value computed on the
 LF0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0358.degrees latitude (g = 980.6199 gals.).
 LF0358
 LF0358.The modeled gravity was interpolated from observed gravity values.
 LF0358
 LF0358;                    North         East    Units  Estimated Accuracy
 LF0358;SPC MO W     -   435,130.      784,020.      MT  (+/- 180 meters Scaled)
 LF0358
 LF0358                          SUPERSEDED SURVEY CONTROL
 LF0358
 LF0358  NGVD 29 (??/??/92)  260.222  (m)          853.75   (f) ADJ UNCH    1 2
 LF0358
 LF0358.Superseded values are not recommended for survey control.
 LF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0358.See file dsdata.txt to determine how the superseded data were derived.
 LF0358
 LF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE061396(NAD 83)
 LF0358_MARKER: DB = BENCH MARK DISK
 LF0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0358_STAMPING: D 212 1948
 LF0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0358+STABILITY: SURFACE MOTION
 LF0358
 LF0358  HISTORY     - Date     Condition        Report By
 LF0358  HISTORY     - 1948     MONUMENTED       CGS
 LF0358  HISTORY     - 1959     GOOD             NGS
 LF0358
 LF0358                          STATION DESCRIPTION
 LF0358
 LF0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0358'2.6 MI NW FROM NAPIER.
 LF0358'2.55 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0358'RAILROAD FROM THE STATION AT NAPIER, 227.0 FEET NORTH OF MILEPOST
 LF0358'100.0, 126.0 FEET WEST OF THE CENTER LINE OF A LEVEE ALONG THE
 LF0358'WEST SIDE OF THE LAKE, 106.5 FEET SOUTHEAST OF 36-INCH CONCRETE
 LF0358'CULVERT 100.04, 46.6 FEET EAST OF THE EAST RAIL, 1.0 FOOT
 LF0358'WEST OF A FENCE, 1.2 FEET SOUTH OF A 4 X 4 REFERENCE POST,
 LF0358'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 LF0358'ABOVE THE GROUND.  NOTE-- MARK IS 1.1 MILE SOUTH OF W. 208.
 LF0358
 LF0358                          STATION RECOVERY (1959)
 LF0358
 LF0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0390 ***********************************************************************
 KD0390  DESIGNATION -  D 213
 KD0390  PID         -  KD0390
 KD0390  STATE/COUNTY-  MO/SALINE
 KD0390  USGS QUAD   -  MIAMI (1979)
 KD0390
 KD0390                         *CURRENT SURVEY CONTROL
 KD0390  ___________________________________________________________________
 KD0390* NAD 83(1986)-  39 18 48.     (N)    093 13 34.     (W)     SCALED    
 KD0390* NAVD 88     -       233.059  (meters)     764.63   (feet)  POSTED    
 KD0390  ___________________________________________________________________
 KD0390  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0390  DYNAMIC HT  -         232.920 (meters)     764.17  (feet)  COMP
 KD0390  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 KD0390
 KD0390  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0390
 KD0390.The horizontal coordinates were scaled from a topographic map and have
 KD0390.an estimated accuracy of +/- 6 seconds.
 KD0390
 KD0390.The orthometric height was determined by differential leveling
 KD0390.and adjusted by the National Geodetic Survey in 1992..
 KD0390.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0390.rate of 2.1 thru 3.0 mm/km.
 KD0390
 KD0390.The geoid height was determined by GEOID03.
 KD0390
 KD0390.The dynamic height is computed by dividing the NAVD 88
 KD0390.geopotential number by the normal gravity value computed on the
 KD0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0390.degrees latitude (g = 980.6199 gals.).
 KD0390
 KD0390.The modeled gravity was interpolated from observed gravity values.
 KD0390
 KD0390;                    North         East    Units  Estimated Accuracy
 KD0390;SPC MO C     -   386,470.      437,380.      MT  (+/- 180 meters Scaled)
 KD0390
 KD0390                          SUPERSEDED SURVEY CONTROL
 KD0390
 KD0390  NGVD 29 (??/??/92)  233.038  (m)          764.56   (f) ADJ UNCH    1 2
 KD0390
 KD0390.Superseded values are not recommended for survey control.
 KD0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0390.See file dsdata.txt to determine how the superseded data were derived.
 KD0390
 KD0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD805515(NAD 83)
 KD0390_MARKER: DB = BENCH MARK DISK
 KD0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0390_STAMPING: D 213 1948
 KD0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0390+STABILITY: SURFACE MOTION
 KD0390
 KD0390  HISTORY     - Date     Condition        Report By
 KD0390  HISTORY     - 1948     MONUMENTED       CGS
 KD0390
 KD0390                          STATION DESCRIPTION
 KD0390
 KD0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0390'AT MIAMI.
 KD0390'AT MIAMI, AT THE SOUTH EDGE OF THE TOWN, 1.0 MILE SOUTH ALONG
 KD0390'STATE HIGHWAY 41 FROM THE SOUTH END OF THE MIAMI TOLL BRIDGE, IN
 KD0390'THE LAWN AT THE HOME OF N.G. STONNER, 42.0 FEET NORTH OF THE
 KD0390'NORTHWEST CORNER OF THE BRICK HOUSE, 151.0 FEET WEST OF THE CENTER
 KD0390'LINE OF THE HIGHWAY, 20.0 FEET SOUTH OF THE CENTER LINE OF AN
 KD0390'EAST-WEST ROAD, 15.0 FEET NORTH AND 5.0 FEET WEST OF AN 18-INCH
 KD0390'CEDAR TREE, 9.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 KD0390'GARAGE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 KD0390'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0177 ***********************************************************************
 KD0177  DESIGNATION -  D 214
 KD0177  PID         -  KD0177
 KD0177  STATE/COUNTY-  MO/SALINE
 KD0177  USGS QUAD   -  SALINE CITY (1971)
 KD0177
 KD0177                         *CURRENT SURVEY CONTROL
 KD0177  ___________________________________________________________________
 KD0177* NAD 83(1986)-  39 12 57.     (N)    092 52 33.     (W)     SCALED    
 KD0177* NAVD 88     -       187.992  (meters)     616.77   (feet)  ADJUSTED  
 KD0177  ___________________________________________________________________
 KD0177  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0177  DYNAMIC HT  -         187.878 (meters)     616.40  (feet)  COMP
 KD0177  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 KD0177
 KD0177  VERT ORDER  -  FIRST     CLASS II
 KD0177
 KD0177.The horizontal coordinates were scaled from a topographic map and have
 KD0177.an estimated accuracy of +/- 6 seconds.
 KD0177
 KD0177.The orthometric height was determined by differential leveling
 KD0177.and adjusted by the National Geodetic Survey in June 1991..
 KD0177
 KD0177.The geoid height was determined by GEOID03.
 KD0177
 KD0177.The dynamic height is computed by dividing the NAVD 88
 KD0177.geopotential number by the normal gravity value computed on the
 KD0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0177.degrees latitude (g = 980.6199 gals.).
 KD0177
 KD0177.The modeled gravity was interpolated from observed gravity values.
 KD0177
 KD0177;                    North         East    Units  Estimated Accuracy
 KD0177;SPC MO C     -   375,460.      467,540.      MT  (+/- 180 meters Scaled)
 KD0177
 KD0177                          SUPERSEDED SURVEY CONTROL
 KD0177
 KD0177  NGVD 29 (??/??/92)  187.966  (m)          616.69   (f) ADJ UNCH    1 2
 KD0177
 KD0177.Superseded values are not recommended for survey control.
 KD0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0177.See file dsdata.txt to determine how the superseded data were derived.
 KD0177
 KD0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD107407(NAD 83)
 KD0177_MARKER: DB = BENCH MARK DISK
 KD0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0177_STAMPING: D 214 1948
 KD0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0177+STABILITY: SURFACE MOTION
 KD0177
 KD0177  HISTORY     - Date     Condition        Report By
 KD0177  HISTORY     - 1948     MONUMENTED       CGS
 KD0177  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0177
 KD0177                          STATION DESCRIPTION
 KD0177
 KD0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0177'1.8 MI W FROM GLASGOW.
 KD0177'1.75 MILE WEST ALONG STATE HIGHWAY 240 FROM THE EAST END OF THE
 KD0177'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT GLASGOW, JUST EAST OF
 KD0177'THE JUNCTION OF A ROAD LEADING SOUTH, 117.0 FEET NORTHEAST OF THE
 KD0177'NORTHWEST CORNER OF A CHURCH, SET BETWEEN THE SECOND AND THIRD
 KD0177'CEDAR TREES FROM THE WEST END OF THE ROW OF TREES ON THE NORTH
 KD0177'EDGE OF THE CHURCH LAWN, 34.4 FEET SOUTH OF THE CENTER LINE OF
 KD0177'THE HIGHWAY, 21.0 FEET NORTHEAST OF A 30-INCH MAPLE TREE, 14.0
 KD0177'FEET NORTH OF A 30-INCH MAPLE TREE, SET IN THE TOP OF A CONCRETE
 KD0177'POST WHICH IS FLUSH WITH THE GROUND.
 KD0177
 KD0177                          STATION RECOVERY (1986)
 KD0177
 KD0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0393 ***********************************************************************
 KE0393  DESIGNATION -  D 215
 KE0393  PID         -  KE0393
 KE0393  STATE/COUNTY-  MO/ANDREW
 KE0393  USGS QUAD   -  WATHENA (1961)
 KE0393
 KE0393                         *CURRENT SURVEY CONTROL
 KE0393  ___________________________________________________________________
 KE0393* NAD 83(1986)-  39 51 17.     (N)    094 52 44.     (W)     SCALED    
 KE0393* NAVD 88     -       253.160  (meters)     830.58   (feet)  ADJUSTED  
 KE0393  ___________________________________________________________________
 KE0393  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KE0393  DYNAMIC HT  -         253.014 (meters)     830.10  (feet)  COMP
 KE0393  MODELED GRAV-     980,042.0   (mgal)                       NAVD 88
 KE0393
 KE0393  VERT ORDER  -  FIRST     CLASS II
 KE0393
 KE0393.The horizontal coordinates were scaled from a topographic map and have
 KE0393.an estimated accuracy of +/- 6 seconds.
 KE0393
 KE0393.The orthometric height was determined by differential leveling
 KE0393.and adjusted by the National Geodetic Survey in June 1991..
 KE0393
 KE0393.The geoid height was determined by GEOID03.
 KE0393
 KE0393.The dynamic height is computed by dividing the NAVD 88
 KE0393.geopotential number by the normal gravity value computed on the
 KE0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0393.degrees latitude (g = 980.6199 gals.).
 KE0393
 KE0393.The modeled gravity was interpolated from observed gravity values.
 KE0393
 KE0393;                    North         East    Units  Estimated Accuracy
 KE0393;SPC MO W     -   409,410.      817,580.      MT  (+/- 180 meters Scaled)
 KE0393
 KE0393                          SUPERSEDED SURVEY CONTROL
 KE0393
 KE0393  NGVD 29 (??/??/92)  253.063  (m)          830.26   (f) ADJ UNCH    1 2
 KE0393
 KE0393.Superseded values are not recommended for survey control.
 KE0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0393.See file dsdata.txt to determine how the superseded data were derived.
 KE0393
 KE0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE392133(NAD 83)
 KE0393_MARKER: DB = BENCH MARK DISK
 KE0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0393_STAMPING: D 215 1948
 KE0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0393+STABILITY: SURFACE MOTION
 KE0393
 KE0393  HISTORY     - Date     Condition        Report By
 KE0393  HISTORY     - 1948     MONUMENTED       CGS
 KE0393  HISTORY     - 1961     GOOD             NGS
 KE0393  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0393
 KE0393                          STATION DESCRIPTION
 KE0393
 KE0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0393'1.9 MI S FROM AMAZONIA.
 KE0393'1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0393'FROM THE STATION AT AMAZONIA, ABOUT 0.15 MILE SOUTH OF A STEEL
 KE0393'BRIDGE OVER DILLON CREEK, 219.5 FEET EAST OF THE EAST RAIL
 KE0393'OF THE MOST EASTERLY TRACK, 52.0 FEET WEST OF THE WEST CORNER
 KE0393'OF THE CLIFFORD MELBOURN FARM RESIDENCE, 24.0 FEET EAST OF
 KE0393'THE CENTER LINE OF A NORTH-SOUTH ROAD, 2.4 FEET NORTHEAST OF A
 KE0393'CORNER FENCE POST, 1.1 FEET NORTH OF A FENCE, 1.9 FEET EAST
 KE0393'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0393'0.4 FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS 0.25 MILE NORTH OF
 KE0393'MILEPOST 70.
 KE0393
 KE0393                          STATION RECOVERY (1961)
 KE0393
 KE0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0393'RECOVERED IN GOOD CONDITION.
 KE0393
 KE0393                          STATION RECOVERY (1989)
 KE0393
 KE0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0483 ***********************************************************************
 KE0483  DESIGNATION -  D 216
 KE0483  PID         -  KE0483
 KE0483  STATE/COUNTY-  MO/BUCHANAN
 KE0483  USGS QUAD   -  ATCHISON EAST (1984)
 KE0483
 KE0483                         *CURRENT SURVEY CONTROL
 KE0483  ___________________________________________________________________
 KE0483* NAD 83(1986)-  39 33 35.     (N)    095 06 41.     (W)     SCALED    
 KE0483* NAVD 88     -       243.110  (meters)     797.60   (feet)  ADJUSTED  
 KE0483  ___________________________________________________________________
 KE0483  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KE0483  DYNAMIC HT  -         242.964 (meters)     797.12  (feet)  COMP
 KE0483  MODELED GRAV-     980,019.8   (mgal)                       NAVD 88
 KE0483
 KE0483  VERT ORDER  -  FIRST     CLASS II
 KE0483
 KE0483.The horizontal coordinates were scaled from a topographic map and have
 KE0483.an estimated accuracy of +/- 6 seconds.
 KE0483
 KE0483.The orthometric height was determined by differential leveling
 KE0483.and adjusted by the National Geodetic Survey in June 1991..
 KE0483
 KE0483.The geoid height was determined by GEOID03.
 KE0483
 KE0483.The dynamic height is computed by dividing the NAVD 88
 KE0483.geopotential number by the normal gravity value computed on the
 KE0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0483.degrees latitude (g = 980.6199 gals.).
 KE0483
 KE0483.The modeled gravity was interpolated from observed gravity values.
 KE0483
 KE0483;                    North         East    Units  Estimated Accuracy
 KE0483;SPC MO W     -   376,770.      797,460.      MT  (+/- 180 meters Scaled)
 KE0483
 KE0483                          SUPERSEDED SURVEY CONTROL
 KE0483
 KE0483  NGVD 29 (??/??/92)  243.009  (m)          797.27   (f) ADJ UNCH    1 2
 KE0483
 KE0483.Superseded values are not recommended for survey control.
 KE0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0483.See file dsdata.txt to determine how the superseded data were derived.
 KE0483
 KE0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD186810(NAD 83)
 KE0483_MARKER: DB = BENCH MARK DISK
 KE0483_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0483_SP_SET: ABUTMENT
 KE0483_STAMPING: D 216 1948
 KE0483_MARK LOGO: CGS   
 KE0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0483+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KE0483
 KE0483  HISTORY     - Date     Condition        Report By
 KE0483  HISTORY     - 1948     MONUMENTED       CGS
 KE0483  HISTORY     - 1957     GOOD             NGS
 KE0483  HISTORY     - 19890820 GOOD             NGS
 KE0483  HISTORY     - 20060409 GOOD             GEOCAC
 KE0483
 KE0483                          STATION DESCRIPTION
 KE0483
 KE0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0483'AT WINTHROP.
 KE0483'AT WINTHROP (EAST ATCHISON), ALONG THE ROCK ISLAND RAILROAD,
 KE0483'SET IN ABOUT THE CENTER OF THE TOP STEP OF THE SOUTH WINGWALL
 KE0483'AT THE EAST END OF THE BRIDGE OVER THE MISSOURI RIVER, 22.6
 KE0483'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 2.2 FEET NORTHEAST
 KE0483'OF THE SOUTHWEST FACE, 1.9 FEET SOUTHWEST OF THE NORTHEAST
 KE0483'FACE, 1.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL.
 KE0483
 KE0483                          STATION RECOVERY (1957)
 KE0483
 KE0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0483'RECOVERED IN GOOD CONDITION.
 KE0483
 KE0483                          STATION RECOVERY (1989)
 KE0483
 KE0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0483'RECOVERED IN GOOD CONDITION.
 KE0483
 KE0483                          STATION RECOVERY (2006)
 KE0483
 KE0483'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0363 ***********************************************************************
 KE0363  DESIGNATION -  D 217
 KE0363  PID         -  KE0363
 KE0363  STATE/COUNTY-  MO/BUCHANAN
 KE0363  USGS QUAD   -  HALLS (1972)
 KE0363
 KE0363                         *CURRENT SURVEY CONTROL
 KE0363  ___________________________________________________________________
 KE0363* NAD 83(1986)-  39 38 21.     (N)    094 57 50.     (W)     SCALED    
 KE0363* NAVD 88     -       244.750  (meters)     802.98   (feet)  ADJUSTED  
 KE0363  ___________________________________________________________________
 KE0363  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KE0363  DYNAMIC HT  -         244.604 (meters)     802.50  (feet)  COMP
 KE0363  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 KE0363
 KE0363  VERT ORDER  -  FIRST     CLASS II
 KE0363
 KE0363.The horizontal coordinates were scaled from a topographic map and have
 KE0363.an estimated accuracy of +/- 6 seconds.
 KE0363
 KE0363.The orthometric height was determined by differential leveling
 KE0363.and adjusted by the National Geodetic Survey in June 1991..
 KE0363
 KE0363.The geoid height was determined by GEOID03.
 KE0363
 KE0363.The dynamic height is computed by dividing the NAVD 88
 KE0363.geopotential number by the normal gravity value computed on the
 KE0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0363.degrees latitude (g = 980.6199 gals.).
 KE0363
 KE0363.The modeled gravity was interpolated from observed gravity values.
 KE0363
 KE0363;                    North         East    Units  Estimated Accuracy
 KE0363;SPC MO W     -   385,510.      810,180.      MT  (+/- 180 meters Scaled)
 KE0363
 KE0363                          SUPERSEDED SURVEY CONTROL
 KE0363
 KE0363  NGVD 29 (??/??/92)  244.642  (m)          802.63   (f) ADJ UNCH    1 2
 KE0363
 KE0363.Superseded values are not recommended for survey control.
 KE0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0363.See file dsdata.txt to determine how the superseded data were derived.
 KE0363
 KE0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD314895(NAD 83)
 KE0363_MARKER: DB = BENCH MARK DISK
 KE0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0363_SP_SET: CONCRETE POST
 KE0363_STAMPING: D 217 1948
 KE0363_MARK LOGO: CGS   
 KE0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0363+STABILITY: SURFACE MOTION
 KE0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0363+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1989
 KE0363
 KE0363  HISTORY     - Date     Condition        Report By
 KE0363  HISTORY     - 1948     MONUMENTED       CGS
 KE0363  HISTORY     - 1958     GOOD             NGS
 KE0363  HISTORY     - 19890820 GOOD             NGS
 KE0363  HISTORY     - 20060409 GOOD             GEOCAC
 KE0363
 KE0363                          STATION DESCRIPTION
 KE0363
 KE0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0363'0.7 MI NE FROM HALLS.
 KE0363'0.6 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0363'RAILROAD FROM THE STATION AT HALLS, THENCE 0.1 MILE NORTH ALONG
 KE0363'A COUNTY ROAD, IN THE SOUTHEAST CORNER OF THE HALLS SCHOOL DIST.
 KE0363'NO. 39 YARD, 513.0 FEET NORTH ALONG A COUNTY ROAD FROM THE
 KE0363'NORTHWEST RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0363'TRACK, 444.0 FEET NORTH ALONG A COUNTY ROAD FROM THE CENTER LINE
 KE0363'OF U.S. HIGHWAY NO. 59, 214.0 FEET SOUTH OF THE CENTER LINE OF
 KE0363'A GRAVEL ROAD LEADING WEST, 136.8 FEET SOUTH OF THE SOUTHEAST
 KE0363'CORNER OF THE SCHOOL BUILDING, 51.8 FEET EAST-NORTHEAST OF THE
 KE0363'NORTHEAST CORNER OF THE MISSOURI VALLEY BAPTIST CHURCH, 26.0
 KE0363'FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, 1.3 FEET
 KE0363'NORTHWEST OF A CORNER FENCE POST, 1.2 FEET SOUTHEAST OF A
 KE0363'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 KE0363'FOOT ABOVE THE GROUND.
 KE0363
 KE0363                          STATION RECOVERY (1958)
 KE0363
 KE0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0363'RECOVERED IN GOOD CONDITION.
 KE0363
 KE0363                          STATION RECOVERY (1989)
 KE0363
 KE0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0363'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.9 KM (6.75
 KE0363'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 KE0363'HIGHWAY 752 IN SOUTHWEST ST JOSEPH, THENCE 0.2 KM (0.10 MI) NORTH
 KE0363'ALONG A GRAVELED ROAD.  NOTE--THE SCHOOL HAS BEEN REMOVED.  ADD--0.9
 KE0363'M (3.0 FT) NORTH OF A WITNESS POST AND FENCE.
 KE0363
 KE0363                          STATION RECOVERY (2006)
 KE0363
 KE0363'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0363'HH2 (NAD 83) N39 38 21.3 W94 57 51.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1753 ***********************************************************************
 KE1753  DESIGNATION -  D 218 RESET
 KE1753  PID         -  KE1753
 KE1753  STATE/COUNTY-  MO/JACKSON
 KE1753  USGS QUAD   -  KANSAS CITY (1991)
 KE1753
 KE1753                         *CURRENT SURVEY CONTROL
 KE1753  ___________________________________________________________________
 KE1753* NAD 83(1986)-  39 04 11.     (N)    094 30 06.     (W)     SCALED    
 KE1753* NAVD 88     -       235.75   (meters)     773.5    (feet)  RESET     
 KE1753  ___________________________________________________________________
 KE1753  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1753
 KE1753  VERT ORDER  -  THIRD
 KE1753
 KE1753.The horizontal coordinates were scaled from a topographic map and have
 KE1753.an estimated accuracy of +/- 6 seconds.
 KE1753
 KE1753.The orthometric height was computed from unverified reset data.
 KE1753.No vertical observational check was made to the station.
 KE1753
 KE1753.The geoid height was determined by GEOID03.
 KE1753
 KE1753;                    North         East    Units  Estimated Accuracy
 KE1753;SPC MO W     -   322,190.      849,860.      MT  (+/- 180 meters Scaled)
 KE1753
 KE1753                          SUPERSEDED SURVEY CONTROL
 KE1753
 KE1753  NGVD 29 (02/22/06)  235.67   (m)          773.2    (f) RESET       3  
 KE1753
 KE1753.Superseded values are not recommended for survey control.
 KE1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1753.See file dsdata.txt to determine how the superseded data were derived.
 KE1753
 KE1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD700255(NAD 83)
 KE1753_MARKER: DV = VERTICAL CONTROL DISK
 KE1753_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1753_SP_SET: BRIDGE PIER
 KE1753_STAMPING: D 218 1948 RESET 1991
 KE1753_MARK LOGO: NGS   
 KE1753_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1753+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 KE1753
 KE1753  HISTORY     - Date     Condition        Report By
 KE1753  HISTORY     - 1991     MONUMENTED       MODNR
 KE1753  HISTORY     - 20010331 GOOD             NGS
 KE1753  HISTORY     - 20051105 GOOD             GEOCAC
 KE1753
 KE1753                          STATION DESCRIPTION
 KE1753
 KE1753'DESCRIBED BY MO DEPT OF NAT RES 1991
 KE1753'LOCATED UNDER THE U.S. HIGHWAY 40 OVERPASS WITH THE CHICAGO, ROCK
 KE1753'ISLAND PACIFIC RAILROAD, ABOUT 0.50 MILES EAST ON HIGHWAY 40 FROM THE
 KE1753'INTERSECTION OF HIGHWAY 40 AND INTERSTATE 70, IS ON THE WEST TIE BEAM
 KE1753'BETWEEN THE TWO SOUTH PIERS,AND ABOUT 6 FEET ABOVE THE TRACK.
 KE1753'NOTE--- A LADDER IS NEEDED TO REACH THIS MARK.
 KE1753
 KE1753                          STATION RECOVERY (2001)
 KE1753
 KE1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1753'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1753
 KE1753                          STATION RECOVERY (2005)
 KE1753
 KE1753'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1753'LOCATED UNDER THE U.S. HWY 40 OVERPASS WITH THE UNION PACIFIC RAILROAD
 KE1753'AND KANSAS CITY SOUTHERN RAILWAY. THE DISK IS MOUNTED HORIZONTALLY ON
 KE1753'THE TOP OF THE TIE BEAM IN THE FIRST ROW OF PIERS EAST OF THE WEST
 KE1753'ABUTMENT OF THE OVERPASS, AND BETWEEN THE FIRST AND SECOND PIERS FROM
 KE1753'THE SOUTH. THE DISK IS ABOUT 8 FT ABOVE THE GROUND.
 KE1753' 
 KE1753' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0063 ***********************************************************************
 KE0063  DESIGNATION -  D 219
 KE0063  PID         -  KE0063
 KE0063  STATE/COUNTY-  MO/JACKSON
 KE0063  USGS QUAD   -  BUCKNER (1990)
 KE0063
 KE0063                         *CURRENT SURVEY CONTROL
 KE0063  ___________________________________________________________________
 KE0063* NAD 83(1986)-  39 10 24.     (N)    094 10 30.     (W)     SCALED    
 KE0063* NAVD 88     -       242.360  (meters)     795.14   (feet)  ADJUSTED  
 KE0063  ___________________________________________________________________
 KE0063  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0063  DYNAMIC HT  -         242.208 (meters)     794.64  (feet)  COMP
 KE0063  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 KE0063
 KE0063  VERT ORDER  -  FIRST     CLASS II
 KE0063
 KE0063.The horizontal coordinates were scaled from a topographic map and have
 KE0063.an estimated accuracy of +/- 6 seconds.
 KE0063
 KE0063.The orthometric height was determined by differential leveling
 KE0063.and adjusted by the National Geodetic Survey in June 1991..
 KE0063
 KE0063.The geoid height was determined by GEOID03.
 KE0063
 KE0063.The dynamic height is computed by dividing the NAVD 88
 KE0063.geopotential number by the normal gravity value computed on the
 KE0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0063.degrees latitude (g = 980.6199 gals.).
 KE0063
 KE0063.The modeled gravity was interpolated from observed gravity values.
 KE0063
 KE0063;                    North         East    Units  Estimated Accuracy
 KE0063;SPC MO W     -   333,740.      878,080.      MT  (+/- 180 meters Scaled)
 KE0063
 KE0063                          SUPERSEDED SURVEY CONTROL
 KE0063
 KE0063  NGVD 29 (??/??/92)  242.276  (m)          794.87   (f) ADJ UNCH    1 2
 KE0063
 KE0063.Superseded values are not recommended for survey control.
 KE0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0063.See file dsdata.txt to determine how the superseded data were derived.
 KE0063
 KE0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD985366(NAD 83)
 KE0063_MARKER: DB = BENCH MARK DISK
 KE0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0063_SP_SET: CONCRETE POST
 KE0063_STAMPING: D 219 1948
 KE0063_MARK LOGO: CGS   
 KE0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0063+STABILITY: SURFACE MOTION
 KE0063
 KE0063  HISTORY     - Date     Condition        Report By
 KE0063  HISTORY     - 1948     MONUMENTED       CGS
 KE0063  HISTORY     - 1960     GOOD             NGS
 KE0063  HISTORY     - 1986     GOOD             NGS
 KE0063  HISTORY     - 20051008 POOR             GEOCAC
 KE0063
 KE0063                          STATION DESCRIPTION
 KE0063
 KE0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0063'1.2 MI SE FROM SIBLEY.
 KE0063'0.8 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0063'FROM THE STATION AT SIBLEY, THENCE 0.15 MILE SOUTHEAST ALONG A
 KE0063'PAVED ROAD, THENCE 0.15 MILE SOUTH ALONG A PAVED ROAD, THENCE
 KE0063'0.15 MILE EAST ALONG A PAVED ROAD, AT A T-ROAD, 120.6 FEET SOUTH
 KE0063'OF THE SOUTHWEST CORNER OF THE ERNEST DAVIS FARMHOUSE, 16.0 FEET
 KE0063'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 15.0 FEET EAST OF
 KE0063'THE CENTER LINE OF OF THE ROAD LEADING SOUTH, 2.7 FEET SOUTHEAST OF
 KE0063'A POWER LINE POLE, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 KE0063'1.2 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KE0063'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0063
 KE0063                          STATION RECOVERY (1960)
 KE0063
 KE0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0063'RECOVERED IN GOOD CONDITION.
 KE0063
 KE0063                          STATION RECOVERY (1986)
 KE0063
 KE0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0063'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  21.1 KM (13.1
 KE0063'MI) EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH STATE
 KE0063'HIGHWAY 291 IN INDEPENDENCE, THENCE 1.2 KM (0.75 MI) NORTHERLY ALONG A
 KE0063'COUNTY ROAD, THENCE 3.2 KM (2.0 MI) WEST, NORTH, AND WEST ALONG A
 KE0063'COUNTY ROAD, THENCE 1.6 KM (1.0 MI) NORTH ALONG A COUNTY ROAD.
 KE0063
 KE0063                          STATION RECOVERY (2005)
 KE0063
 KE0063'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0063'FROM US HWY 24 IN BUCKNER. 2.4 KM NORTH ALONG N BUCKNER TARSNEY RD,
 KE0063'THEN 1.6 KM EASTERLY ALONG E REBER RD, THEN 1.6 KM NORTHERLY ALONG N
 KE0063'JOHNSON RD TO A 90 DEGREE TURN AND THE STATION ON THE RIGHT.
 KE0063'4.8 M SOUTH OF THE EAST-WEST ALIGNMENT OF JOHNSON RD, 4.6 M WEST OF
 KE0063'THE NORTH-SOUTH ALIGNMENT OF JOHNSON RD, 0.8 M SOUTH OF POWER POLE
 KE0063'607, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD. SET IN THE TOP OF
 KE0063'A CONCRETE POST PROJECTING 0.1 M ABOVE THE GROUND.
 KE0063' 
 KE0063'THE TOP OF THE POST HAS BEEN CHIPPED AWAY, AND HALF THE DISK HAS BEEN
 KE0063'PRIED FROM THE SHANK. HALF THE DISK IS BENT AND LYING LOOSE ON THE
 KE0063'POST.
 KE0063' 
 KE0063' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1512 ***********************************************************************
 JD1512  DESIGNATION -  D 22
 JD1512  PID         -  JD1512
 JD1512  STATE/COUNTY-  MO/ST CLAIR
 JD1512  USGS QUAD   -  OSCEOLA (1991)
 JD1512
 JD1512                         *CURRENT SURVEY CONTROL
 JD1512  ___________________________________________________________________
 JD1512* NAD 83(1986)-  38 07 19.     (N)    093 42 40.     (W)     SCALED    
 JD1512* NAVD 88     -       256.074  (meters)     840.14   (feet)  ADJUSTED  
 JD1512  ___________________________________________________________________
 JD1512  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JD1512  DYNAMIC HT  -         255.888 (meters)     839.53  (feet)  COMP
 JD1512  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 JD1512
 JD1512  VERT ORDER  -  SECOND    CLASS 0
 JD1512
 JD1512.The horizontal coordinates were scaled from a topographic map and have
 JD1512.an estimated accuracy of +/- 6 seconds.
 JD1512
 JD1512.The orthometric height was determined by differential leveling
 JD1512.and adjusted by the National Geodetic Survey in June 1991..
 JD1512
 JD1512.The geoid height was determined by GEOID03.
 JD1512
 JD1512.The dynamic height is computed by dividing the NAVD 88
 JD1512.geopotential number by the normal gravity value computed on the
 JD1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1512.degrees latitude (g = 980.6199 gals.).
 JD1512
 JD1512.The modeled gravity was interpolated from observed gravity values.
 JD1512
 JD1512;                    North         East    Units  Estimated Accuracy
 JD1512;SPC MO W     -   217,280.      919,170.      MT  (+/- 180 meters Scaled)
 JD1512
 JD1512                          SUPERSEDED SURVEY CONTROL
 JD1512
 JD1512  NGVD 29 (??/??/92)  255.955  (m)          839.75   (f) ADJ UNCH    2 0
 JD1512
 JD1512.Superseded values are not recommended for survey control.
 JD1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1512.See file dsdata.txt to determine how the superseded data were derived.
 JD1512
 JD1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC376195(NAD 83)
 JD1512_MARKER: DB = BENCH MARK DISK
 JD1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1512_STAMPING: D 22 1934
 JD1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1512+STABILITY: SURFACE MOTION
 JD1512
 JD1512  HISTORY     - Date     Condition        Report By
 JD1512  HISTORY     - 1934     MONUMENTED       CGS
 JD1512  HISTORY     - 1962     GOOD             NGS
 JD1512
 JD1512                          STATION DESCRIPTION
 JD1512
 JD1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1512'1.8 MI S FROM LOWRY CITY.
 JD1512'ABOUT 1.8 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1512'FROM THE STATION AT LOWRY CITY, AT A COUNTY ROAD CROSSING IN
 JD1512'SECTION 30, T 39 N, R 25 W, 43 FEET EAST OF THE EAST RAIL, 32
 JD1512'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 50 FEET SOUTHEAST OF THE
 JD1512'CENTER OF THE ROAD CROSSING 93 FEET SOUTHEAST OF MILEPOST 109,
 JD1512'4 FEET WEST OF A FENCE, 14 FEET SOUTH OF A POWER POLE, 0.9 FOOT
 JD1512'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND SET
 JD1512'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0620 ***********************************************************************
 KD0620  DESIGNATION -  D 220
 KD0620  PID         -  KD0620
 KD0620  STATE/COUNTY-  MO/LAFAYETTE
 KD0620  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0620
 KD0620                         *CURRENT SURVEY CONTROL
 KD0620  ___________________________________________________________________
 KD0620* NAD 83(1986)-  39 08 08.     (N)    093 57 30.     (W)     SCALED    
 KD0620* NAVD 88     -       219.847  (meters)     721.28   (feet)  ADJUSTED  
 KD0620  ___________________________________________________________________
 KD0620  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0620  DYNAMIC HT  -         219.709 (meters)     720.83  (feet)  COMP
 KD0620  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 KD0620
 KD0620  VERT ORDER  -  FIRST     CLASS II
 KD0620
 KD0620.The horizontal coordinates were scaled from a topographic map and have
 KD0620.an estimated accuracy of +/- 6 seconds.
 KD0620
 KD0620.The orthometric height was determined by differential leveling
 KD0620.and adjusted by the National Geodetic Survey in June 1991..
 KD0620
 KD0620.The geoid height was determined by GEOID03.
 KD0620
 KD0620.The dynamic height is computed by dividing the NAVD 88
 KD0620.geopotential number by the normal gravity value computed on the
 KD0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0620.degrees latitude (g = 980.6199 gals.).
 KD0620
 KD0620.The modeled gravity was interpolated from observed gravity values.
 KD0620
 KD0620;                    North         East    Units  Estimated Accuracy
 KD0620;SPC MO W     -   329,640.      896,830.      MT  (+/- 180 meters Scaled)
 KD0620
 KD0620                          SUPERSEDED SURVEY CONTROL
 KD0620
 KD0620  NGVD 29 (??/??/92)  219.748  (m)          720.96   (f) ADJ UNCH    1 2
 KD0620
 KD0620.Superseded values are not recommended for survey control.
 KD0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0620.See file dsdata.txt to determine how the superseded data were derived.
 KD0620
 KD0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD171322(NAD 83)
 KD0620_MARKER: DB = BENCH MARK DISK
 KD0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0620_STAMPING: D 220 1948
 KD0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0620+STABILITY: SURFACE MOTION
 KD0620
 KD0620  HISTORY     - Date     Condition        Report By
 KD0620  HISTORY     - 1948     MONUMENTED       CGS
 KD0620  HISTORY     - 1962     GOOD             NGS
 KD0620  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0620
 KD0620                          STATION DESCRIPTION
 KD0620
 KD0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0620'1.7 MI E FROM WELLINGTON.
 KD0620'0.2 MILE NORTHWEST ALONG AN ASPHALT STREET FROM THE CITY HALL AT
 KD0620'WELLINGTON, THENCE 1.5 MILES EAST ALONG THE MISSOURI PACIFIC
 KD0620'RAILROAD, AT THE MRS. JEKETIC FARM RESIDENCE, 255 FEET SOUTH
 KD0620'ACROSS THE HIGHWAY FROM THE SOUTH RAIL, 205 FEET SOUTH OF THE
 KD0620'CENTERLINE OF THE HIGHWAY, 60.3 FEET SOUTHEAST OF THE SOUTHEAST
 KD0620'CORNER OF THE HOUSE, 26 FEET NORTHEAST OF THE NORTHEAST CORNER
 KD0620'OF THE GARAGE, 26 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY,
 KD0620'5.6 FEET FROM A POWER POLE WITH METAL BOX, ABOUT 10 FEET HIGHER
 KD0620'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 KD0620'WITH THE GROUND.
 KD0620
 KD0620                          STATION RECOVERY (1986)
 KD0620
 KD0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0072 ***********************************************************************
 JD0072  DESIGNATION -  D 221
 JD0072  PID         -  JD0072
 JD0072  STATE/COUNTY-  MO/COLE
 JD0072  USGS QUAD   -  CENTERTOWN NW (1969)
 JD0072
 JD0072                         *CURRENT SURVEY CONTROL
 JD0072  ___________________________________________________________________
 JD0072* NAD 83(1986)-  38 43 29.     (N)    092 23 44.     (W)     SCALED    
 JD0072* NAVD 88     -       171.222  (meters)     561.75   (feet)  ADJUSTED  
 JD0072  ___________________________________________________________________
 JD0072  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD0072  DYNAMIC HT  -         171.109 (meters)     561.38  (feet)  COMP
 JD0072  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 JD0072
 JD0072  VERT ORDER  -  FIRST     CLASS II
 JD0072
 JD0072.The horizontal coordinates were scaled from a topographic map and have
 JD0072.an estimated accuracy of +/- 6 seconds.
 JD0072
 JD0072.The orthometric height was determined by differential leveling
 JD0072.and adjusted by the National Geodetic Survey in June 1991..
 JD0072
 JD0072.The geoid height was determined by GEOID03.
 JD0072
 JD0072.The dynamic height is computed by dividing the NAVD 88
 JD0072.geopotential number by the normal gravity value computed on the
 JD0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0072.degrees latitude (g = 980.6199 gals.).
 JD0072
 JD0072.The modeled gravity was interpolated from observed gravity values.
 JD0072
 JD0072;                    North         East    Units  Estimated Accuracy
 JD0072;SPC MO C     -   320,880.      509,080.      MT  (+/- 180 meters Scaled)
 JD0072
 JD0072                          SUPERSEDED SURVEY CONTROL
 JD0072
 JD0072  NGVD 29 (??/??/92)  171.176  (m)          561.60   (f) ADJ UNCH    1 2
 JD0072
 JD0072.Superseded values are not recommended for survey control.
 JD0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0072.See file dsdata.txt to determine how the superseded data were derived.
 JD0072
 JD0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC525864(NAD 83)
 JD0072_MARKER: DB = BENCH MARK DISK
 JD0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0072_STAMPING: D 221 1948
 JD0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0072+STABILITY: SURFACE MOTION
 JD0072
 JD0072  HISTORY     - Date     Condition        Report By
 JD0072  HISTORY     - 1948     MONUMENTED       CGS
 JD0072  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0072
 JD0072                          STATION DESCRIPTION
 JD0072
 JD0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0072'1.8 MI SE FROM SANDY HOOK.
 JD0072'1.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0072'THE STATION AT SANDY HOOK, ABOUT 400.0 FEET EAST OF COUNTY
 JD0072'ROAD A, 226.0 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD
 JD0072'LEADING EAST, 77.4 FEET EAST OF MILEPOST NO. 142, 38.5 FEET
 JD0072'EAST OF THE EAST RAIL OF THE TRACK, 7.5 FEET WEST OF THE EAST
 JD0072'RIGHT-OF-WAY FENCE, 2.5 FEET SOUTHEAST OF THE SECOND POLE
 JD0072'NORTH OF THE CROSSING, 1.5 FEET WEST OF A REFERENCE POST, SET
 JD0072'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 JD0072'GROUND.
 JD0072
 JD0072                          STATION RECOVERY (1986)
 JD0072
 JD0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0424 ***********************************************************************
 JD0424  DESIGNATION -  D 222
 JD0424  PID         -  JD0424
 JD0424  STATE/COUNTY-  MO/COOPER
 JD0424  USGS QUAD   -  ROCHEPORT (1979)
 JD0424
 JD0424                         *CURRENT SURVEY CONTROL
 JD0424  ___________________________________________________________________
 JD0424* NAD 83(1986)-  38 57 19.     (N)    092 35 27.     (W)     SCALED    
 JD0424* NAVD 88     -       180.007  (meters)     590.57   (feet)  ADJUSTED  
 JD0424  ___________________________________________________________________
 JD0424  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JD0424  DYNAMIC HT  -         179.891 (meters)     590.19  (feet)  COMP
 JD0424  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 JD0424
 JD0424  VERT ORDER  -  FIRST     CLASS II
 JD0424
 JD0424.The horizontal coordinates were scaled from a topographic map and have
 JD0424.an estimated accuracy of +/- 6 seconds.
 JD0424
 JD0424.The orthometric height was determined by differential leveling
 JD0424.and adjusted by the National Geodetic Survey in June 1991..
 JD0424
 JD0424.The geoid height was determined by GEOID03.
 JD0424
 JD0424.The dynamic height is computed by dividing the NAVD 88
 JD0424.geopotential number by the normal gravity value computed on the
 JD0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0424.degrees latitude (g = 980.6199 gals.).
 JD0424
 JD0424.The modeled gravity was interpolated from observed gravity values.
 JD0424
 JD0424;                    North         East    Units  Estimated Accuracy
 JD0424;SPC MO C     -   346,470.      492,130.      MT  (+/- 180 meters Scaled)
 JD0424
 JD0424                          SUPERSEDED SURVEY CONTROL
 JD0424
 JD0424  NGVD 29 (??/??/92)  179.966  (m)          590.44   (f) ADJ UNCH    1 2
 JD0424
 JD0424.Superseded values are not recommended for survey control.
 JD0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0424.See file dsdata.txt to determine how the superseded data were derived.
 JD0424
 JD0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD354118(NAD 83)
 JD0424_MARKER: DB = BENCH MARK DISK
 JD0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0424_STAMPING: D 222 1948
 JD0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0424+STABILITY: SURFACE MOTION
 JD0424
 JD0424  HISTORY     - Date     Condition        Report By
 JD0424  HISTORY     - 1948     MONUMENTED       CGS
 JD0424  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0424
 JD0424                          STATION DESCRIPTION
 JD0424
 JD0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0424'1 MI NW FROM OVERTON.
 JD0424'1.0 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0424'GRADE CROSSING OF STATE HIGHWAY NO. 98 AT OVERTON, AT A PRIVATE
 JD0424'ROAD CROSSING, 57.8 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 JD0424'54.0 FEET SOUTH OF THE SOUTH CORNER OF THE EAST ABUTMENT OF
 JD0424'BRIDGE NO. 34, 58.0 FEET SOUTHWEST OF SIGNAL TOWER NO. 1618, 12.0
 JD0424'FEET WEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET EAST OF A
 JD0424'FENCE, 1.2 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 JD0424'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JD0424
 JD0424                          STATION RECOVERY (1986)
 JD0424
 JD0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0445 ***********************************************************************
 JD0445  DESIGNATION -  D 223
 JD0445  PID         -  JD0445
 JD0445  STATE/COUNTY-  MO/HOWARD
 JD0445  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0445
 JD0445                         *CURRENT SURVEY CONTROL
 JD0445  ___________________________________________________________________
 JD0445* NAD 83(1986)-  38 59 27.     (N)    092 45 10.     (W)     SCALED    
 JD0445* NAVD 88     -       180.254  (meters)     591.38   (feet)  ADJUSTED  
 JD0445  ___________________________________________________________________
 JD0445  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD0445  DYNAMIC HT  -         180.140 (meters)     591.01  (feet)  COMP
 JD0445  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 JD0445
 JD0445  VERT ORDER  -  FIRST     CLASS II
 JD0445
 JD0445.This mark is at Jesse Viertel Mem Airport (VER)
 JD0445
 JD0445.The horizontal coordinates were scaled from a topographic map and have
 JD0445.an estimated accuracy of +/- 6 seconds.
 JD0445
 JD0445.The orthometric height was determined by differential leveling
 JD0445.and adjusted by the National Geodetic Survey in June 1991..
 JD0445
 JD0445.The geoid height was determined by GEOID03.
 JD0445
 JD0445.The dynamic height is computed by dividing the NAVD 88
 JD0445.geopotential number by the normal gravity value computed on the
 JD0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0445.degrees latitude (g = 980.6199 gals.).
 JD0445
 JD0445.The modeled gravity was interpolated from observed gravity values.
 JD0445
 JD0445;                    North         East    Units  Estimated Accuracy
 JD0445;SPC MO C     -   350,440.      478,100.      MT  (+/- 180 meters Scaled)
 JD0445
 JD0445                          SUPERSEDED SURVEY CONTROL
 JD0445
 JD0445  NGVD 29 (??/??/92)  180.217  (m)          591.26   (f) ADJ UNCH    1 2
 JD0445
 JD0445.Superseded values are not recommended for survey control.
 JD0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0445.See file dsdata.txt to determine how the superseded data were derived.
 JD0445
 JD0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD214157(NAD 83)
 JD0445_MARKER: DB = BENCH MARK DISK
 JD0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0445_STAMPING: D 223 1948
 JD0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0445+STABILITY: SURFACE MOTION
 JD0445
 JD0445  HISTORY     - Date     Condition        Report By
 JD0445  HISTORY     - 1948     MONUMENTED       CGS
 JD0445  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0445
 JD0445                          STATION DESCRIPTION
 JD0445
 JD0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0445'AT BOONVILLE.
 JD0445'AT BOONVILLE, ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY NO. 40
 JD0445'FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER
 JD0445'AT BOONVILLE, AT THE BOONVILLE AIRPORT, AT THE WEST END OF THE
 JD0445'EAST-WEST RUNWAY, ABOUT IN LINE WITH THE NORTH EDGE OF THE
 JD0445'RUNWAY, 10.0 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD ALONG
 JD0445'THE WEST END OF THE FIELD, 31.2 FEET EAST OF THE EAST RAIL OF
 JD0445'THE MISSOURI, KANSAS AND TEXAS RAILROAD, 2.0 FEET SOUTH OF THE
 JD0445'4TH. POLE SOUTH OF MILEPOST NO. 125, 1.6 FEET NORTHEAST OF A
 JD0445'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0445'0.5 FOOT ABOVE THE GROUND.
 JD0445
 JD0445                          STATION RECOVERY (1986)
 JD0445
 JD0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0383 ***********************************************************************
 KD0383  DESIGNATION -  D 224
 KD0383  PID         -  KD0383
 KD0383  STATE/COUNTY-  MO/SALINE
 KD0383  USGS QUAD   -  MIAMI (1979)
 KD0383
 KD0383                         *CURRENT SURVEY CONTROL
 KD0383  ___________________________________________________________________
 KD0383* NAD 83(1986)-  39 20 05.     (N)    093 12 33.     (W)     SCALED    
 KD0383* NAVD 88     -       196.514  (meters)     644.73   (feet)  ADJUSTED  
 KD0383  ___________________________________________________________________
 KD0383  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0383  DYNAMIC HT  -         196.396 (meters)     644.34  (feet)  COMP
 KD0383  MODELED GRAV-     980,024.2   (mgal)                       NAVD 88
 KD0383
 KD0383  VERT ORDER  -  FIRST     CLASS II
 KD0383
 KD0383.The horizontal coordinates were scaled from a topographic map and have
 KD0383.an estimated accuracy of +/- 6 seconds.
 KD0383
 KD0383.The orthometric height was determined by differential leveling
 KD0383.and adjusted by the National Geodetic Survey in June 1991..
 KD0383
 KD0383.The geoid height was determined by GEOID03.
 KD0383
 KD0383.The dynamic height is computed by dividing the NAVD 88
 KD0383.geopotential number by the normal gravity value computed on the
 KD0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0383.degrees latitude (g = 980.6199 gals.).
 KD0383
 KD0383.The modeled gravity was interpolated from observed gravity values.
 KD0383
 KD0383;                    North         East    Units  Estimated Accuracy
 KD0383;SPC MO C     -   388,830.      438,860.      MT  (+/- 180 meters Scaled)
 KD0383
 KD0383                          SUPERSEDED SURVEY CONTROL
 KD0383
 KD0383  NGVD 29 (??/??/92)  196.496  (m)          644.67   (f) ADJ UNCH    1 2
 KD0383
 KD0383.Superseded values are not recommended for survey control.
 KD0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0383.See file dsdata.txt to determine how the superseded data were derived.
 KD0383
 KD0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD819539(NAD 83)
 KD0383_MARKER: DB = BENCH MARK DISK
 KD0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0383_STAMPING: D 224 1948
 KD0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0383+STABILITY: SURFACE MOTION
 KD0383
 KD0383  HISTORY     - Date     Condition        Report By
 KD0383  HISTORY     - 1948     MONUMENTED       CGS
 KD0383
 KD0383                          STATION DESCRIPTION
 KD0383
 KD0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0383'1 MI NE FROM MIAMI.
 KD0383'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0383'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0383'0.9 MILE NORTHEAST ALONG A DIRT ROAD, 0.1 MILE WEST OF THE
 KD0383'T-JUNCTION OF A NORTH-SOUTH ROAD AND A ROAD LEADING SOUTHWEST,
 KD0383'72.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 43.0 FEET NORTH
 KD0383'OF THE FOOT OF THE BLUFF, 2.4 FEET SOUTHEAST OF A FENCE CORNER
 KD0383'POST, 1.2 FOOT SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 KD0383'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0668 ***********************************************************************
 HC0668  DESIGNATION -  D 225
 HC0668  PID         -  HC0668
 HC0668  STATE/COUNTY-  MO/PHELPS
 HC0668  USGS QUAD   -  DILLON (1992)
 HC0668
 HC0668                         *CURRENT SURVEY CONTROL
 HC0668  ___________________________________________________________________
 HC0668* NAD 83(1986)-  37 58 37.     (N)    091 42 57.     (W)     SCALED    
 HC0668* NAVD 88     -       350.971  (meters)    1151.48   (feet)  ADJUSTED  
 HC0668  ___________________________________________________________________
 HC0668  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HC0668  DYNAMIC HT  -         350.711 (meters)    1150.62  (feet)  COMP
 HC0668  MODELED GRAV-     979,880.0   (mgal)                       NAVD 88
 HC0668
 HC0668  VERT ORDER  -  FIRST     CLASS II
 HC0668
 HC0668.The horizontal coordinates were scaled from a topographic map and have
 HC0668.an estimated accuracy of +/- 6 seconds.
 HC0668
 HC0668.The orthometric height was determined by differential leveling
 HC0668.and adjusted by the National Geodetic Survey in June 1991..
 HC0668
 HC0668.The geoid height was determined by GEOID03.
 HC0668
 HC0668.The dynamic height is computed by dividing the NAVD 88
 HC0668.geopotential number by the normal gravity value computed on the
 HC0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0668.degrees latitude (g = 980.6199 gals.).
 HC0668
 HC0668.The modeled gravity was interpolated from observed gravity values.
 HC0668
 HC0668;                    North         East    Units  Estimated Accuracy
 HC0668;SPC MO C     -   238,160.      568,890.      MT  (+/- 180 meters Scaled)
 HC0668
 HC0668                          SUPERSEDED SURVEY CONTROL
 HC0668
 HC0668  NGVD 29 (??/??/92)  350.928  (m)         1151.34   (f) ADJ UNCH    1 2
 HC0668
 HC0668.Superseded values are not recommended for survey control.
 HC0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0668.See file dsdata.txt to determine how the superseded data were derived.
 HC0668
 HC0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC127040(NAD 83)
 HC0668_MARKER: DB = BENCH MARK DISK
 HC0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0668_STAMPING: D 225 1949
 HC0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0668+STABILITY: SURFACE MOTION
 HC0668
 HC0668  HISTORY     - Date     Condition        Report By
 HC0668  HISTORY     - 1949     MONUMENTED       CGS
 HC0668  HISTORY     - 19840921 MARK NOT FOUND   USPSQD
 HC0668
 HC0668                          STATION DESCRIPTION
 HC0668
 HC0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0668'3.8 MI NE FROM ROLLA.
 HC0668'ABOUT 3.85 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HC0668'RAILWAY FROM THE STATION AT ROLLA, AT A PUBLIC ROAD CROSSING,
 HC0668'83 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 89.5 FEET
 HC0668'SOUTH OF AND ACROSS TRACK FROM THE CROSSING SIGN, 67 FEET SOUTH
 HC0668'OF THE SOUTH RAIL, 67 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HC0668'ROAD, 4.8 FEET NORTH OF THE R/W FENCE LINE, 2 FEET SOUTH OF A
 HC0668'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 HC0668'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HC0668
 HC0668                          STATION RECOVERY (1984)
 HC0668
 HC0668'RECOVERY NOTE BY US POWER SQUADRON 1984 (VPT)
 HC0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0782 ***********************************************************************
 JC0782  DESIGNATION -  D 226
 JC0782  PID         -  JC0782
 JC0782  STATE/COUNTY-  MO/CRAWFORD
 JC0782  USGS QUAD   -  ARGO (1980)
 JC0782
 JC0782                         *CURRENT SURVEY CONTROL
 JC0782  ___________________________________________________________________
 JC0782* NAD 83(1986)-  38 08 46.     (N)    091 15 07.     (W)     SCALED    
 JC0782* NAVD 88     -       297.210  (meters)     975.10   (feet)  ADJUSTED  
 JC0782  ___________________________________________________________________
 JC0782  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 JC0782  DYNAMIC HT  -         297.002 (meters)     974.41  (feet)  COMP
 JC0782  MODELED GRAV-     979,920.1   (mgal)                       NAVD 88
 JC0782
 JC0782  VERT ORDER  -  FIRST     CLASS II
 JC0782
 JC0782.The horizontal coordinates were scaled from a topographic map and have
 JC0782.an estimated accuracy of +/- 6 seconds.
 JC0782
 JC0782.The orthometric height was determined by differential leveling
 JC0782.and adjusted by the National Geodetic Survey in June 1991..
 JC0782
 JC0782.The geoid height was determined by GEOID03.
 JC0782
 JC0782.The dynamic height is computed by dividing the NAVD 88
 JC0782.geopotential number by the normal gravity value computed on the
 JC0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0782.degrees latitude (g = 980.6199 gals.).
 JC0782
 JC0782.The modeled gravity was interpolated from observed gravity values.
 JC0782
 JC0782;                    North         East    Units  Estimated Accuracy
 JC0782;SPC MO E     -   256,920.      184,090.      MT  (+/- 180 meters Scaled)
 JC0782
 JC0782                          SUPERSEDED SURVEY CONTROL
 JC0782
 JC0782  NGVD 29 (??/??/92)  297.216  (m)          975.12   (f) ADJ UNCH    1 2
 JC0782
 JC0782.Superseded values are not recommended for survey control.
 JC0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0782.See file dsdata.txt to determine how the superseded data were derived.
 JC0782
 JC0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC531234(NAD 83)
 JC0782_MARKER: DB = BENCH MARK DISK
 JC0782_SETTING: 0 = UNSPECIFIED SETTING
 JC0782_STAMPING: D 226 1949
 JC0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0782
 JC0782  HISTORY     - Date     Condition        Report By
 JC0782  HISTORY     - 1949     MONUMENTED       CGS
 JC0782
 JC0782                          STATION DESCRIPTION
 JC0782
 JC0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0782'0.5 MI SW FROM BOURBON.
 JC0782'ABOUT 0.5 MILE SOUTHWEST, ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0782'FROM THE STATION AT BOURBON, ABOUT 132 YARDS NORTHEAST OF A PRIVATE
 JC0782'ROAD CROSSING, SET VERTICALLY AND 1.5 FEET ABOVE THE GROUND IN THE
 JC0782'NORTHWEST FACE OF A LARGE LAYER OF ROCK, 11.2 FEET SOUTHEAST OF THE
 JC0782'SOUTHEAST RAIL, ABOUT 50 YARDS SOUTHEAST OF THE CENTER LINE OF U.S.
 JC0782'HIGHWAY 66, AND 0.5 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0748 ***********************************************************************
 JC0748  DESIGNATION -  D 227
 JC0748  PID         -  JC0748
 JC0748  STATE/COUNTY-  MO/FRANKLIN
 JC0748  USGS QUAD   -  STANTON (1980)
 JC0748
 JC0748                         *CURRENT SURVEY CONTROL
 JC0748  ___________________________________________________________________
 JC0748* NAD 83(1997)-  38 20 17.30477(N)    091 00 35.98707(W)     ADJUSTED  
 JC0748* NAVD 88     -       248.882  (meters)     816.54   (feet)  ADJUSTED  
 JC0748  ___________________________________________________________________
 JC0748  X           -     -88,300.038 (meters)                     COMP
 JC0748  Y           -  -5,008,627.186 (meters)                     COMP
 JC0748  Z           -   3,935,087.762 (meters)                     COMP
 JC0748  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 JC0748  ELLIP HEIGHT-         218.26  (meters)          (02/17/00) GPS OBS
 JC0748  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JC0748  DYNAMIC HT  -         248.714 (meters)     815.99  (feet)  COMP
 JC0748  MODELED GRAV-     979,946.0   (mgal)                       NAVD 88
 JC0748
 JC0748  HORZ ORDER  -  FIRST
 JC0748  VERT ORDER  -  FIRST     CLASS II
 JC0748  ELLP ORDER  -  FOURTH    CLASS I
 JC0748
 JC0748.The horizontal coordinates were established by GPS observations
 JC0748.and adjusted by the National Geodetic Survey in February 2000..
 JC0748
 JC0748.The orthometric height was determined by differential leveling
 JC0748.and adjusted by the National Geodetic Survey in June 1991..
 JC0748
 JC0748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC0748
 JC0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0748
 JC0748.The ellipsoidal height was determined by GPS observations
 JC0748.and is referenced to NAD 83.
 JC0748
 JC0748.The geoid height was determined by GEOID03.
 JC0748
 JC0748.The dynamic height is computed by dividing the NAVD 88
 JC0748.geopotential number by the normal gravity value computed on the
 JC0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0748.degrees latitude (g = 980.6199 gals.).
 JC0748
 JC0748.The modeled gravity was interpolated from observed gravity values.
 JC0748
 JC0748;                    North         East     Units Scale Factor Converg.
 JC0748;SPC MO E     -   278,086.268   205,415.057   MT  0.99995781   -0 18 58.9
 JC0748;UTM  15      - 4,245,207.383   673,919.850   MT  0.99997253   +1 14 05.0
 JC0748
 JC0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0748!SPC MO E     -   0.99996575  x   0.99995781  =   0.99992357
 JC0748!UTM  15      -   0.99996575  x   0.99997253  =   0.99993829
 JC0748
 JC0748                          SUPERSEDED SURVEY CONTROL
 JC0748
 JC0748  NAD 83(1997)-  38 20 17.30835(N)    091 00 35.98761(W) AD(       ) 1
 JC0748  NAD 83(1986)-  38 20 17.32053(N)    091 00 35.98566(W) AD(       ) 1
 JC0748  NAVD 88 (01/22/97)  248.9    (m)          817.     (f) LEVELING    3  
 JC0748  NGVD 29 (??/??/92)  248.922  (m)          816.67   (f) ADJ UNCH    1 2
 JC0748
 JC0748.Superseded values are not recommended for survey control.
 JC0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0748.See file dsdata.txt to determine how the superseded data were derived.
 JC0748
 JC0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7392045207(NAD 83)
 JC0748_MARKER: DB = BENCH MARK DISK
 JC0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0748_STAMPING: D 227 1949
 JC0748_MARK LOGO: CGS   
 JC0748_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0748+STABILITY: SURFACE MOTION
 JC0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0748+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC0748
 JC0748  HISTORY     - Date     Condition        Report By
 JC0748  HISTORY     - 1949     MONUMENTED       CGS
 JC0748  HISTORY     - 1972     GOOD             NGS
 JC0748  HISTORY     - 19950119 GOOD             MODNR
 JC0748  HISTORY     - 20030505 MARK NOT FOUND   INDIV
 JC0748
 JC0748                          STATION DESCRIPTION
 JC0748
 JC0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0748'1.8 MI SW FROM ST CLAIR.
 JC0748'ABOUT 1.85 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0748'RAILWAY FROM THE STATION AT ST. CLAIR, AT A PUBLIC ROAD CROSSING,
 JC0748'60 FEET WEST OF THE CENTER OF THE CROSSING, 48.5 FEET
 JC0748'SOUTH-SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66, 30 FEET
 JC0748'NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL, 27 FEET WEST OF
 JC0748'THE CROSSING SIGN, 5.5 FEET NORTH OF MILE POST 54, 2 FEET
 JC0748'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 JC0748'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JC0748'PROJECTING 5 INCHES.
 JC0748
 JC0748                          STATION RECOVERY (1972)
 JC0748
 JC0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JC0748'RECOVERED IN GOOD CONDITION.
 JC0748
 JC0748                          STATION RECOVERY (1995)
 JC0748
 JC0748'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC0748'STATION IS A STANDARD CGS BM DISK STAMPED D 227 1949 IN A 12 IN ROUND
 JC0748'CONCRETE POST FLUSH WITH THE GROUND.  THE AZIMUTH MARK IS A STANDARD
 JC0748'MO DNR GRS INSTALLATION. THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM)
 JC0748'WEST OF ST.  CLAIR AT A GRADE CROSSING OF THE BURLINGTON-NORTHERN
 JC0748'RAILROAD.  THE TRACK IS PARALLELED ON THE NORTH BY OLD U.S.  ROUTE 66
 JC0748'AND ON THE SOUTH BY SPRINGFIELD ROAD AND THE MARK IS IN THE NORTHWEST
 JC0748'ANGLE OF THE CONNECTING CROSSOVER.  IT IS 1.8 FT (0.5 M) WEST OF A
 JC0748'METAL WITNESS POST, 51 FT (15.5 M) WEST OF THE CENTER LINE OF THE
 JC0748'CROSSING, 30.4 FT (9.3 M) NORTHWEST OF A NAIL AND WASHER IN A CROSSING
 JC0748'SIGN POST, 30.5 FT (9.3 M) NORTH OF THE NORTH RAIL, 21.3 FT (6.5 M)
 JC0748'NORTHEAST OF A METAL POST FOR MP54 SIGN, 7.8 FT (2.4 M) ENE OF A NAIL
 JC0748'AND WASHER IN A UTILITY POLE WITH AN MP54 SIGN AND 48.5 FT (14.8 M)
 JC0748'SOUTH OF THE CENTER LINE OF OLD U.S.  HWY.  66. THE AZIMUTH MARK IS
 JC0748'0.3 MI (0.5 KM) WEST ON THE NORTH RIGHT-OF-WAY OF OLD U.S.  ROUTE 66.
 JC0748'IT IS 37.5 FT (11.4 M) SOUTHWEST OF A NAIL AND WASHER IN UTILITY POLE
 JC0748'SW-1617, 5.0 FT (1.5 M) NORTHWEST OF AN ASPHALT NAIL AND WASHER 1 FT
 JC0748'(0.3 M) FROM EDGE OF PAVEMENT, 13.6 FT (4.1 M) NORTHWEST OF A COTTON
 JC0748'PICKER SPINDLE NEAR THE CENTER LINE OF PAVEMENT AND 10.5 FT (3.2 M)
 JC0748'SOUTHEAST OF A CARSONITE WITNESS POST. TO REACH THE STATION FROM THE
 JC0748'CENTER OF I-44 EXIT 239 IN ST.  CLAIR, MO, GO SOUTHEAST ON MISSOURI
 JC0748'HIGHWAY 30 FOR 0.2 MI (0.3 KM) TO A STOP SIGN AT COMMERCIAL ST.  (OLD
 JC0748'U.S.  HWY.  66) .  TURN RIGHT AND GO WEST ON OLD U.S.  HWY.  66 FOR
 JC0748'1.1 MI (1.8 KM) TO A RAILROAD CROSSING ON THE LEFT (SOUTH) AND THE
 JC0748'STATION IN THE NORTHWEST ANGLE OF THE CROSSING AS DESCRIBED. TO REACH
 JC0748'THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON OLD HWY.  66 FOR
 JC0748'0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT (NORTH) SIDE. (MARK LOCATION
 JC0748'IS 250 FT (76.2 M) EAST OF THE END OF PAVEMENT AT I-44 RIGHT-OF-WAY)
 JC0748'DATE OF REPORT 12-18-1995
 JC0748
 JC0748                          STATION RECOVERY (2003)
 JC0748
 JC0748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLT)
 JC0748'MARK NOT FOUND, THE MARK HAS EITHER BEEN BURIED OR DESTROYED BY
 JC0748'RAILROAD IMPROVEMENTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0864 ***********************************************************************
 HD0864  DESIGNATION -  D 23
 HD0864  PID         -  HD0864
 HD0864  STATE/COUNTY-  MO/POLK
 HD0864  USGS QUAD   -  ALDRICH (1981)
 HD0864
 HD0864                         *CURRENT SURVEY CONTROL
 HD0864  ___________________________________________________________________
 HD0864* NAD 83(1986)-  37 32 09.     (N)    093 32 48.     (W)     SCALED    
 HD0864* NAVD 88     -       267.475  (meters)     877.54   (feet)  ADJUSTED  
 HD0864  ___________________________________________________________________
 HD0864  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HD0864  DYNAMIC HT  -         267.268 (meters)     876.86  (feet)  COMP
 HD0864  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 HD0864
 HD0864  VERT ORDER  -  SECOND    CLASS 0
 HD0864
 HD0864.The horizontal coordinates were scaled from a topographic map and have
 HD0864.an estimated accuracy of +/- 6 seconds.
 HD0864
 HD0864.The orthometric height was determined by differential leveling
 HD0864.and adjusted by the National Geodetic Survey in June 1991..
 HD0864
 HD0864.The geoid height was determined by GEOID03.
 HD0864
 HD0864.The dynamic height is computed by dividing the NAVD 88
 HD0864.geopotential number by the normal gravity value computed on the
 HD0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0864.degrees latitude (g = 980.6199 gals.).
 HD0864
 HD0864.The modeled gravity was interpolated from observed gravity values.
 HD0864
 HD0864;                    North         East    Units  Estimated Accuracy
 HD0864;SPC MO C     -   189,430.      407,500.      MT  (+/- 180 meters Scaled)
 HD0864
 HD0864                          SUPERSEDED SURVEY CONTROL
 HD0864
 HD0864.No superseded survey control is available for this station.
 HD0864
 HD0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB517544(NAD 83)
 HD0864_MARKER: DB = BENCH MARK DISK
 HD0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0864_SP_SET: PIER
 HD0864_STAMPING: D 23 1934
 HD0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0864
 HD0864  HISTORY     - Date     Condition        Report By
 HD0864  HISTORY     - 1934     MONUMENTED       CGS
 HD0864
 HD0864                          STATION DESCRIPTION
 HD0864
 HD0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0864'3.8 MI N FROM EUDORA.
 HD0864'3.8 MILES NORTH ALONG THE ABANDONED ST. LOUIS-SAN FRANCISCO
 HD0864'RAILWAY FROM EUDORA, POLK COUNTY, AT BRIDGE 1536, IN THE TOP
 HD0864'OF THE NORTHEAST CORNER OF THE NORTH STONE PIER, 7 FEET EAST
 HD0864'OF THE CENTERLINE OF THE OLD ROADBED, AND 4 FEET LOWER THAN
 HD0864'THE OLD ROADBED.  A STANDARD DISK, STAMPED D 23 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0145 ***********************************************************************
 KE0145  DESIGNATION -  D 231
 KE0145  PID         -  KE0145
 KE0145  STATE/COUNTY-  MO/JACKSON
 KE0145  USGS QUAD   -  INDEPENDENCE (1990)
 KE0145
 KE0145                         *CURRENT SURVEY CONTROL
 KE0145  ___________________________________________________________________
 KE0145* NAD 83(1986)-  39 05 22.     (N)    094 26 46.     (W)     SCALED    
 KE0145* NAVD 88     -       274.473  (meters)     900.50   (feet)  ADJUSTED  
 KE0145  ___________________________________________________________________
 KE0145  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0145  DYNAMIC HT  -         274.296 (meters)     899.92  (feet)  COMP
 KE0145  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 KE0145
 KE0145  VERT ORDER  -  FIRST     CLASS II
 KE0145
 KE0145.The horizontal coordinates were scaled from a topographic map and have
 KE0145.an estimated accuracy of +/- 6 seconds.
 KE0145
 KE0145.The orthometric height was determined by differential leveling
 KE0145.and adjusted by the National Geodetic Survey in June 1991..
 KE0145
 KE0145.The geoid height was determined by GEOID03.
 KE0145
 KE0145.The dynamic height is computed by dividing the NAVD 88
 KE0145.geopotential number by the normal gravity value computed on the
 KE0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0145.degrees latitude (g = 980.6199 gals.).
 KE0145
 KE0145.The modeled gravity was interpolated from observed gravity values.
 KE0145
 KE0145;                    North         East    Units  Estimated Accuracy
 KE0145;SPC MO W     -   324,380.      854,660.      MT  (+/- 180 meters Scaled)
 KE0145
 KE0145                          SUPERSEDED SURVEY CONTROL
 KE0145
 KE0145  NGVD 29 (??/??/92)  274.386  (m)          900.21   (f) ADJ UNCH    1 2
 KE0145
 KE0145.Superseded values are not recommended for survey control.
 KE0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0145.See file dsdata.txt to determine how the superseded data were derived.
 KE0145
 KE0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD749276(NAD 83)
 KE0145_MARKER: DB = BENCH MARK DISK
 KE0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0145_SP_SET: CONCRETE POST
 KE0145_STAMPING: D 231 1950
 KE0145_MARK LOGO: CGS   
 KE0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0145+STABILITY: SURFACE MOTION
 KE0145
 KE0145  HISTORY     - Date     Condition        Report By
 KE0145  HISTORY     - 1950     MONUMENTED       CGS
 KE0145  HISTORY     - 1986     GOOD             NGS
 KE0145  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0145
 KE0145                          STATION DESCRIPTION
 KE0145
 KE0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KE0145'1.1 MI NW FROM INDEPENDENCE.
 KE0145'1.1 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0145'THE STATION AT INDEPENDENCE, AT THE CROSSING OF STERLING AVENUE,
 KE0145'82 FEET WEST OF THE CENTER LINE OF STERLING AVENUE, 71 FEET
 KE0145'WEST OF A SIGNAL LIGHT, 34 FEET WEST OF A TELEPHONE POLE, 17.5
 KE0145'FEET NORTH OF THE NORTH RAIL, 1.2 FEET NORTH OF A WITNESS
 KE0145'POST, 5 FEET ABOVE THE LEVEL OF THE TRACK, SET IN THE TOP OF
 KE0145'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 KE0145
 KE0145                          STATION RECOVERY (1986)
 KE0145
 KE0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0145'RECOVERED IN GOOD CONDITION.
 KE0145
 KE0145                          STATION RECOVERY (2001)
 KE0145
 KE0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0145'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0455 ***********************************************************************
 KD0455  DESIGNATION -  D 232
 KD0455  PID         -  KD0455
 KD0455  STATE/COUNTY-  MO/SALINE
 KD0455  USGS QUAD   -  BLACKBURN (1978)
 KD0455
 KD0455                         *CURRENT SURVEY CONTROL
 KD0455  ___________________________________________________________________
 KD0455* NAD 83(1986)-  39 02 31.     (N)    093 24 58.     (W)     SCALED    
 KD0455* NAVD 88     -       229.194  (meters)     751.95   (feet)  ADJUSTED  
 KD0455  ___________________________________________________________________
 KD0455  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0455  DYNAMIC HT  -         229.048 (meters)     751.47  (feet)  COMP
 KD0455  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 KD0455
 KD0455  VERT ORDER  -  FIRST     CLASS II
 KD0455
 KD0455.The horizontal coordinates were scaled from a topographic map and have
 KD0455.an estimated accuracy of +/- 6 seconds.
 KD0455
 KD0455.The orthometric height was determined by differential leveling
 KD0455.and adjusted by the National Geodetic Survey in June 1991..
 KD0455.WARNING-Repeat measurements at this control monument indicate possible
 KD0455.vertical movement.
 KD0455
 KD0455.The geoid height was determined by GEOID03.
 KD0455
 KD0455.The dynamic height is computed by dividing the NAVD 88
 KD0455.geopotential number by the normal gravity value computed on the
 KD0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0455.degrees latitude (g = 980.6199 gals.).
 KD0455
 KD0455.The modeled gravity was interpolated from observed gravity values.
 KD0455
 KD0455;                    North         East    Units  Estimated Accuracy
 KD0455;SPC MO C     -   356,490.      420,690.      MT  (+/- 180 meters Scaled)
 KD0455
 KD0455                          SUPERSEDED SURVEY CONTROL
 KD0455
 KD0455  NGVD 29 (??/??/92)  229.109  (m)          751.67   (f) ADJ UNCH    1 2
 KD0455
 KD0455.Superseded values are not recommended for survey control.
 KD0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0455.See file dsdata.txt to determine how the superseded data were derived.
 KD0455
 KD0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD639215(NAD 83)
 KD0455_MARKER: DB = BENCH MARK DISK
 KD0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0455_STAMPING: D 232 1950
 KD0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0455+STABILITY: SURFACE MOTION
 KD0455
 KD0455  HISTORY     - Date     Condition        Report By
 KD0455  HISTORY     - 1950     MONUMENTED       CGS
 KD0455  HISTORY     - 1962     GOOD             NGS
 KD0455
 KD0455                          STATION DESCRIPTION
 KD0455
 KD0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KD0455'5.7 MI N FROM SWEET SPRINGS.
 KD0455'5.7 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0455'SCHOOL AT SWEET SPRINGS, AT A ROAD INTERSECTION, 94 FEET SOUTH
 KD0455'OF A POWER LINE POLE AND IN LINE WITH THE ROW OF POLES, 37 FEET
 KD0455'SOUTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 28 FEET
 KD0455'WEST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET SOUTH OF A
 KD0455'REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KD0455'0.3 FOOT ABOVE THE GROUND.
 KD0455
 KD0455                          STATION RECOVERY (1962)
 KD0455
 KD0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0924 ***********************************************************************
 JC0924  DESIGNATION -  D 234
 JC0924  PID         -  JC0924
 JC0924  STATE/COUNTY-  MO/MARIES
 JC0924  USGS QUAD   -  VIENNA (1981)
 JC0924
 JC0924                         *CURRENT SURVEY CONTROL
 JC0924  ___________________________________________________________________
 JC0924* NAD 83(1986)-  38 11 35.     (N)    091 56 51.     (W)     SCALED    
 JC0924* NAVD 88     -       266.945  (meters)     875.80   (feet)  ADJUSTED  
 JC0924  ___________________________________________________________________
 JC0924  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JC0924  DYNAMIC HT  -         266.757 (meters)     875.19  (feet)  COMP
 JC0924  MODELED GRAV-     979,919.9   (mgal)                       NAVD 88
 JC0924
 JC0924  VERT ORDER  -  FIRST     CLASS II
 JC0924
 JC0924.The horizontal coordinates were scaled from a topographic map and have
 JC0924.an estimated accuracy of +/- 6 seconds.
 JC0924
 JC0924.The orthometric height was determined by differential leveling
 JC0924.and adjusted by the National Geodetic Survey in June 1991..
 JC0924
 JC0924.The geoid height was determined by GEOID03.
 JC0924
 JC0924.The dynamic height is computed by dividing the NAVD 88
 JC0924.geopotential number by the normal gravity value computed on the
 JC0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0924.degrees latitude (g = 980.6199 gals.).
 JC0924
 JC0924.The modeled gravity was interpolated from observed gravity values.
 JC0924
 JC0924;                    North         East    Units  Estimated Accuracy
 JC0924;SPC MO C     -   262,000.      548,400.      MT  (+/- 180 meters Scaled)
 JC0924
 JC0924                          SUPERSEDED SURVEY CONTROL
 JC0924
 JC0924  NGVD 29 (??/??/92)  266.920  (m)          875.72   (f) ADJ UNCH    1 2
 JC0924
 JC0924.Superseded values are not recommended for survey control.
 JC0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0924.See file dsdata.txt to determine how the superseded data were derived.
 JC0924
 JC0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC921277(NAD 83)
 JC0924_MARKER: DB = BENCH MARK DISK
 JC0924_SETTING: 66 = SET IN ROCK OUTCROP
 JC0924_SP_SET: IN A DRILL HOLE IN BEDROCK
 JC0924_STAMPING: D 234 1950
 JC0924_MARK LOGO: CGS   
 JC0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0924+STABILITY: POSITION/ELEVATION WELL
 JC0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0924+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JC0924
 JC0924  HISTORY     - Date     Condition        Report By
 JC0924  HISTORY     - 1950     MONUMENTED       CGS
 JC0924  HISTORY     - 19890718 GOOD             NGS
 JC0924  HISTORY     - 20050317 GOOD             MODNR
 JC0924
 JC0924                          STATION DESCRIPTION
 JC0924
 JC0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JC0924'0.5 MI N FROM VIENNA.
 JC0924'0.5 MILE NORTH ALONG U.S. HIGHWAY 63 FROM THE SCHOOL AT VIENNA,
 JC0924'ABOUT 150 FEET SOUTHWEST OF A WHITE FARMHOUSE, 93 FEET SOUTH OF
 JC0924'THE CENTER LINE OF A PRIVATE DRIVE LEADING TO THE FARMHOUSE,
 JC0924'82 FEET SOUTH OF A CORNER FENCE POST, 62 FEET NORTH OF TELEPHONE
 JC0924'POLE 912, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.2 FEET
 JC0924'EAST OF A FENCE, SET IN AN OUTCROP OF ROCK WHICH IS ABOUT LEVEL
 JC0924'WITH THE GROUND.
 JC0924
 JC0924                          STATION RECOVERY (1989)
 JC0924
 JC0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0924'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.8 KM (0.5
 JC0924'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE
 JC0924'HIGHWAY 42 IN VIENNA.  DELETE--62.0 FEET NORTH OF TELEPHONE POLE
 JC0924'NUMBER 912, AND 4.2 FEET EAST OF A FENCE.
 JC0924
 JC0924                          STATION RECOVERY (2005)
 JC0924
 JC0924'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW)
 JC0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0792 ***********************************************************************
 HD0792  DESIGNATION -  D 24
 HD0792  PID         -  HD0792
 HD0792  STATE/COUNTY-  MO/CEDAR
 HD0792  USGS QUAD   -  STOCKTON (1981)
 HD0792
 HD0792                         *CURRENT SURVEY CONTROL
 HD0792  ___________________________________________________________________
 HD0792* NAD 83(1986)-  37 42 06.     (N)    093 48 46.     (W)     SCALED    
 HD0792* NAVD 88     -       295.209  (meters)     968.53   (feet)  ADJUSTED  
 HD0792  ___________________________________________________________________
 HD0792  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HD0792  DYNAMIC HT  -         294.987 (meters)     967.80  (feet)  COMP
 HD0792  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 HD0792
 HD0792  VERT ORDER  -  SECOND    CLASS 0
 HD0792
 HD0792.The horizontal coordinates were scaled from a topographic map and have
 HD0792.an estimated accuracy of +/- 6 seconds.
 HD0792
 HD0792.The orthometric height was determined by differential leveling
 HD0792.and adjusted by the National Geodetic Survey in June 1991..
 HD0792
 HD0792.The geoid height was determined by GEOID03.
 HD0792
 HD0792.The dynamic height is computed by dividing the NAVD 88
 HD0792.geopotential number by the normal gravity value computed on the
 HD0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0792.degrees latitude (g = 980.6199 gals.).
 HD0792
 HD0792.The modeled gravity was interpolated from observed gravity values.
 HD0792
 HD0792;                    North         East    Units  Estimated Accuracy
 HD0792;SPC MO W     -   170,560.      910,600.      MT  (+/- 180 meters Scaled)
 HD0792
 HD0792                          SUPERSEDED SURVEY CONTROL
 HD0792
 HD0792  NGVD 29 (??/??/92)  295.093  (m)          968.15   (f) ADJ UNCH    2 0
 HD0792
 HD0792.Superseded values are not recommended for survey control.
 HD0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0792.See file dsdata.txt to determine how the superseded data were derived.
 HD0792
 HD0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB283730(NAD 83)
 HD0792_MARKER: DB = BENCH MARK DISK
 HD0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0792_STAMPING: D 24 1934
 HD0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0792+STABILITY: SURFACE MOTION
 HD0792
 HD0792  HISTORY     - Date     Condition        Report By
 HD0792  HISTORY     - 1934     MONUMENTED       CGS
 HD0792  HISTORY     - 1940     GOOD             NGS
 HD0792
 HD0792                          STATION DESCRIPTION
 HD0792
 HD0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HD0792'0.9 MI NW FROM STOCKTON.
 HD0792'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 64 FROM THE COUNTY
 HD0792'COURTHOUSE AT STOCKTON, CEDAR COUNTY, AT A ROAD INTERSECTION,
 HD0792'21 FEET EAST OF THE CENTERLINE OF THE NORTH AND SOUTH ROAD,
 HD0792'37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 HD0792'NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 HD0792'STAMPED D 24 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HD0792'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1470 ***********************************************************************
 JD1470  DESIGNATION -  D 245
 JD1470  PID         -  JD1470
 JD1470  STATE/COUNTY-  MO/HENRY
 JD1470  USGS QUAD   -  CALHOUN WEST (1981)
 JD1470
 JD1470                         *CURRENT SURVEY CONTROL
 JD1470  ___________________________________________________________________
 JD1470* NAD 83(1986)-  38 24 37.     (N)    093 43 29.     (W)     SCALED    
 JD1470* NAVD 88     -       247.150  (meters)     810.86   (feet)  ADJUSTED  
 JD1470  ___________________________________________________________________
 JD1470  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JD1470  DYNAMIC HT  -         246.980 (meters)     810.30  (feet)  COMP
 JD1470  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 JD1470
 JD1470  VERT ORDER  -  SECOND    CLASS 0
 JD1470
 JD1470.The horizontal coordinates were scaled from a topographic map and have
 JD1470.an estimated accuracy of +/- 6 seconds.
 JD1470
 JD1470.The orthometric height was determined by differential leveling
 JD1470.and adjusted by the National Geodetic Survey in June 1991..
 JD1470
 JD1470.The geoid height was determined by GEOID03.
 JD1470
 JD1470.The dynamic height is computed by dividing the NAVD 88
 JD1470.geopotential number by the normal gravity value computed on the
 JD1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1470.degrees latitude (g = 980.6199 gals.).
 JD1470
 JD1470.The modeled gravity was interpolated from observed gravity values.
 JD1470
 JD1470;                    North         East    Units  Estimated Accuracy
 JD1470;SPC MO W     -   249,270.      917,710.      MT  (+/- 180 meters Scaled)
 JD1470
 JD1470                          SUPERSEDED SURVEY CONTROL
 JD1470
 JD1470  NGVD 29 (??/??/92)  247.038  (m)          810.49   (f) ADJ UNCH    2 0
 JD1470
 JD1470.Superseded values are not recommended for survey control.
 JD1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1470.See file dsdata.txt to determine how the superseded data were derived.
 JD1470
 JD1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC367515(NAD 83)
 JD1470_MARKER: DB = BENCH MARK DISK
 JD1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1470_STAMPING: D 245 1962
 JD1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1470+STABILITY: SURFACE MOTION
 JD1470
 JD1470  HISTORY     - Date     Condition        Report By
 JD1470  HISTORY     - 1962     MONUMENTED       CGS
 JD1470
 JD1470                          STATION DESCRIPTION
 JD1470
 JD1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1470'3.8 MI NE FROM CLINTON.
 JD1470'ABOUT 3.8 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1470'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1470'CLINTON, IN SECTION 19, T 42 N, R 25 W, 0.3 MILE SOUTHWEST OF
 JD1470'MILEPOST 262, 0.2 MILE NORTHEAST OF A DOUBLE ROW OF POWER POLELS
 JD1470'CROSSING OVER THE TRACK, 184 FEET SOUTHEAST OF THE SOUTHEAST
 JD1470'RAIL, 59 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 JD1470'52, 23 FEET SOUTHWEST OF THE CENTER LINE OF A FIELD GATE, 16 1/2
 JD1470'FEET EAST OF A LONE 22-INCH ELM TREE, 2 FEET NORTHWEST OF A FENCE,
 JD1470'1.8 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 JD1470'LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1470'5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0835 ***********************************************************************
 JD0835  DESIGNATION -  D 246 RESET
 JD0835  PID         -  JD0835
 JD0835  STATE/COUNTY-  MO/PETTIS
 JD0835  USGS QUAD   -  SEDALIA WEST (1973)
 JD0835
 JD0835                         *CURRENT SURVEY CONTROL
 JD0835  ___________________________________________________________________
 JD0835* NAD 83(1986)-  38 41 28.     (N)    093 15 04.     (W)     SCALED    
 JD0835* NAVD 88     -       266.52   (meters)     874.4    (feet)  RESET     
 JD0835  ___________________________________________________________________
 JD0835  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0835
 JD0835  VERT ORDER  -  THIRD
 JD0835
 JD0835.The horizontal coordinates were scaled from a topographic map and have
 JD0835.an estimated accuracy of +/- 6 seconds.
 JD0835
 JD0835.The orthometric height was computed from unverified reset data.
 JD0835
 JD0835.The geoid height was determined by GEOID03.
 JD0835
 JD0835;                    North         East    Units  Estimated Accuracy
 JD0835;SPC MO C     -   317,410.      434,660.      MT  (+/- 180 meters Scaled)
 JD0835
 JD0835                          SUPERSEDED SURVEY CONTROL
 JD0835
 JD0835.No superseded survey control is available for this station.
 JD0835
 JD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC781825(NAD 83)
 JD0835_MARKER: DB = BENCH MARK DISK
 JD0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0835_SP_SET: ABUTMENT
 JD0835_STAMPING: D 246 RESET 1969
 JD0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0835
 JD0835  HISTORY     - Date     Condition        Report By
 JD0835  HISTORY     - 1969     MONUMENTED       MOHC
 JD0835
 JD0835                          STATION DESCRIPTION
 JD0835
 JD0835'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1969
 JD0835'2.2 MI SW FROM SEDALIA.
 JD0835'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD0835'RAILROAD FROM THE STATION AT SEDALIA, 9 POLES SOUTHWEST OF
 JD0835'MILEPOST 229, AT U.S. HIGHWAY 65 UNDERPASS, 7.5 FEET SOUTH
 JD0835'OF THE SOUTH RAIL, ABOUT 3 INCHES ABOVE THE LEVEL OF THE RAILS,
 JD0835'ON THE SOUTH WING WALL OF THE EAST ABUTMENT OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0895 ***********************************************************************
 HD0895  DESIGNATION -  D 247
 HD0895  PID         -  HD0895
 HD0895  STATE/COUNTY-  MO/ST CLAIR
 HD0895  USGS QUAD   -  TIFFIN (1991)
 HD0895
 HD0895                         *CURRENT SURVEY CONTROL
 HD0895  ___________________________________________________________________
 HD0895* NAD 83(1986)-  37 59 06.     (N)    093 59 46.     (W)     SCALED    
 HD0895* NAVD 88     -       248.494  (meters)     815.27   (feet)  ADJUSTED  
 HD0895  ___________________________________________________________________
 HD0895  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HD0895  DYNAMIC HT  -         248.311 (meters)     814.67  (feet)  COMP
 HD0895  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 HD0895
 HD0895  VERT ORDER  -  SECOND    CLASS 0
 HD0895
 HD0895.The horizontal coordinates were scaled from a topographic map and have
 HD0895.an estimated accuracy of +/- 6 seconds.
 HD0895
 HD0895.The orthometric height was determined by differential leveling
 HD0895.and adjusted by the National Geodetic Survey in June 1991..
 HD0895
 HD0895.The geoid height was determined by GEOID03.
 HD0895
 HD0895.The dynamic height is computed by dividing the NAVD 88
 HD0895.geopotential number by the normal gravity value computed on the
 HD0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0895.degrees latitude (g = 980.6199 gals.).
 HD0895
 HD0895.The modeled gravity was interpolated from observed gravity values.
 HD0895
 HD0895;                    North         East    Units  Estimated Accuracy
 HD0895;SPC MO W     -   201,910.      894,260.      MT  (+/- 180 meters Scaled)
 HD0895
 HD0895                          SUPERSEDED SURVEY CONTROL
 HD0895
 HD0895  NGVD 29 (??/??/92)  248.389  (m)          814.92   (f) ADJ UNCH    2 0
 HD0895
 HD0895.Superseded values are not recommended for survey control.
 HD0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0895.See file dsdata.txt to determine how the superseded data were derived.
 HD0895
 HD0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC125046(NAD 83)
 HD0895_MARKER: DB = BENCH MARK DISK
 HD0895_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HD0895_SP_SET: 8 FEET
 HD0895_STAMPING: D 247 1962
 HD0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0895
 HD0895  HISTORY     - Date     Condition        Report By
 HD0895  HISTORY     - 1962     MONUMENTED       CGS
 HD0895
 HD0895                          STATION DESCRIPTION
 HD0895
 HD0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HD0895'1.2 MI S FROM TABERVILLE.
 HD0895'1.2 MILES SOUTH ALONG COUNTY ROAD H FROM THE NORTH END OF THE
 HD0895'HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE, IN SECTION
 HD0895'10, T 37 N, R 28 W, 79 FEET SOUTHWEST OF THE CENTER OF THE
 HD0895'INTERSECTION OF COUNTY ROAD H, COUNTY ROAD Y AND A DIRT ROAD
 HD0895'LEADING EAST, 44 FEET WEST OF THE CENTER LINE OF COUNTY ROAD H,
 HD0895'106 FEET SOUTH AND ACROSS COUNTY ROAD Y FROM A POWER POLE, 27
 HD0895'FEET SOUTHEAST OF A TELEPHONE POLE, 2 1/2 FEET NORTHWEST OF A
 HD0895'FENCE CORNER, 1.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND
 HD0895'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 HD0895'A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 HD0895'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0976 ***********************************************************************
 HD0976  DESIGNATION -  D 248
 HD0976  PID         -  HD0976
 HD0976  STATE/COUNTY-  MO/CEDAR
 HD0976  USGS QUAD   -  ROSCOE (1991)
 HD0976
 HD0976                         *CURRENT SURVEY CONTROL
 HD0976  ___________________________________________________________________
 HD0976* NAD 83(1986)-  37 52 32.     (N)    093 52 12.     (W)     SCALED    
 HD0976* NAVD 88     -       260.533  (meters)     854.77   (feet)  ADJUSTED  
 HD0976  ___________________________________________________________________
 HD0976  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HD0976  DYNAMIC HT  -         260.338 (meters)     854.13  (feet)  COMP
 HD0976  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 HD0976
 HD0976  VERT ORDER  -  SECOND    CLASS 0
 HD0976
 HD0976.The horizontal coordinates were scaled from a topographic map and have
 HD0976.an estimated accuracy of +/- 6 seconds.
 HD0976
 HD0976.The orthometric height was determined by differential leveling
 HD0976.and adjusted by the National Geodetic Survey in June 1991..
 HD0976
 HD0976.The geoid height was determined by GEOID03.
 HD0976
 HD0976.The dynamic height is computed by dividing the NAVD 88
 HD0976.geopotential number by the normal gravity value computed on the
 HD0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0976.degrees latitude (g = 980.6199 gals.).
 HD0976
 HD0976.The modeled gravity was interpolated from observed gravity values.
 HD0976
 HD0976;                    North         East    Units  Estimated Accuracy
 HD0976;SPC MO W     -   189,830.      905,430.      MT  (+/- 180 meters Scaled)
 HD0976
 HD0976                          SUPERSEDED SURVEY CONTROL
 HD0976
 HD0976  NGVD 29 (??/??/92)  260.423  (m)          854.40   (f) ADJ UNCH    2 0
 HD0976
 HD0976.Superseded values are not recommended for survey control.
 HD0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0976.See file dsdata.txt to determine how the superseded data were derived.
 HD0976
 HD0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB234923(NAD 83)
 HD0976_MARKER: DB = BENCH MARK DISK
 HD0976_SETTING: 66 = SET IN ROCK OUTCROP
 HD0976_SP_SET: SANDSTONE LEDGE
 HD0976_STAMPING: D 248 1963
 HD0976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0976+STABILITY: POSITION/ELEVATION WELL
 HD0976
 HD0976  HISTORY     - Date     Condition        Report By
 HD0976  HISTORY     - 1963     MONUMENTED       CGS
 HD0976  HISTORY     - 19880314 MARK NOT FOUND   USPSQD
 HD0976
 HD0976                          STATION DESCRIPTION
 HD0976
 HD0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HD0976'1.4 MI NE FROM CEDAR SPRINGS.
 HD0976'1.45 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0976'WITH STATE ROAD DD AND STATE HIGHWAY 39, IN SECTION 23, T 36 N,
 HD0976'R 27 W, 39 FEET NORTHEAST OF A POWER POLE, 31 FEET SOUTHEAST
 HD0976'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF THE
 HD0976'CENTER LINE OF A PRIVATE LANE LEADING SOUTHWEST, 8 FEET NORTHWEST
 HD0976'OF A FENCE, 11 FEET WEST-NORTHWEST OF A METAL WITNESS POST,
 HD0976'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 HD0976'OF A SANDSTONE LEDGE PROJECTING 2 FEET ABOVE THE GROUND ON THE
 HD0976'NORTHWEST SIDE.
 HD0976
 HD0976                          STATION RECOVERY (1988)
 HD0976
 HD0976'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJS)
 HD0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1770 ***********************************************************************
 JD1770  DESIGNATION -  D 249
 JD1770  PID         -  JD1770
 JD1770  STATE/COUNTY-  MO/ST CLAIR
 JD1770  USGS QUAD   -  MONEGAW SPRINGS (1991)
 JD1770
 JD1770                         *CURRENT SURVEY CONTROL
 JD1770  ___________________________________________________________________
 JD1770* NAD 83(1986)-  38 06 59.     (N)    093 46 02.     (W)     SCALED    
 JD1770* NAVD 88     -       231.557  (meters)     759.70   (feet)  ADJUSTED  
 JD1770  ___________________________________________________________________
 JD1770  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JD1770  DYNAMIC HT  -         231.389 (meters)     759.15  (feet)  COMP
 JD1770  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 JD1770
 JD1770  VERT ORDER  -  SECOND    CLASS 0
 JD1770
 JD1770.The horizontal coordinates were scaled from a topographic map and have
 JD1770.an estimated accuracy of +/- 6 seconds.
 JD1770
 JD1770.The orthometric height was determined by differential leveling
 JD1770.and adjusted by the National Geodetic Survey in June 1991..
 JD1770
 JD1770.The geoid height was determined by GEOID03.
 JD1770
 JD1770.The dynamic height is computed by dividing the NAVD 88
 JD1770.geopotential number by the normal gravity value computed on the
 JD1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1770.degrees latitude (g = 980.6199 gals.).
 JD1770
 JD1770.The modeled gravity was interpolated from observed gravity values.
 JD1770
 JD1770;                    North         East    Units  Estimated Accuracy
 JD1770;SPC MO W     -   216,620.      914,260.      MT  (+/- 180 meters Scaled)
 JD1770
 JD1770                          SUPERSEDED SURVEY CONTROL
 JD1770
 JD1770  NGVD 29 (??/??/92)  231.439  (m)          759.31   (f) ADJ UNCH    2 0
 JD1770
 JD1770.Superseded values are not recommended for survey control.
 JD1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1770.See file dsdata.txt to determine how the superseded data were derived.
 JD1770
 JD1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC327190(NAD 83)
 JD1770_MARKER: DB = BENCH MARK DISK
 JD1770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1770_SP_SET: BRIDGE
 JD1770_STAMPING: D 249 1963
 JD1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1770
 JD1770  HISTORY     - Date     Condition        Report By
 JD1770  HISTORY     - 1963     MONUMENTED       CGS
 JD1770
 JD1770                          STATION DESCRIPTION
 JD1770
 JD1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1770'3.8 MI SW FROM LOWRY CITY.
 JD1770'ABOUT 0.15 MILE WEST ALONG AN ASPHALT STREET FROM THE ST.
 JD1770'LOUIS-SAN FRANCISCO RAILWAY STATION AT LOWRY CITY, THENCE 3.7
 JD1770'MILES SOUTHWEST ALONG STATE ROAD D, IN SECTION 27, T 39 N, R 26 W,
 JD1770'AT THE SOUTHWEST CORNER OF A CONCRETE BRIDGE OVER GALLINIPPER CREEK,
 JD1770'10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 8 INCHES ABOVE
 JD1770'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF THE SOUTHWEST CONCRETE
 JD1770'WINGWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1018 ***********************************************************************
 HB1018  DESIGNATION -  D 25
 HB1018  PID         -  HB1018
 HB1018  STATE/COUNTY-  MO/SCOTT
 HB1018  USGS QUAD   -  ORAN (1963)
 HB1018
 HB1018                         *CURRENT SURVEY CONTROL
 HB1018  ___________________________________________________________________
 HB1018* NAD 83(1986)-  37 05 05.     (N)    089 39 16.     (W)     SCALED    
 HB1018* NAVD 88     -       102.498  (meters)     336.28   (feet)  ADJUSTED  
 HB1018  ___________________________________________________________________
 HB1018  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB1018  DYNAMIC HT  -         102.422 (meters)     336.03  (feet)  COMP
 HB1018  MODELED GRAV-     979,890.5   (mgal)                       NAVD 88
 HB1018
 HB1018  VERT ORDER  -  SECOND    CLASS 0
 HB1018
 HB1018.The horizontal coordinates were scaled from a topographic map and have
 HB1018.an estimated accuracy of +/- 6 seconds.
 HB1018
 HB1018.The orthometric height was determined by differential leveling
 HB1018.and adjusted by the National Geodetic Survey in June 1991..
 HB1018
 HB1018.The geoid height was determined by GEOID03.
 HB1018
 HB1018.The dynamic height is computed by dividing the NAVD 88
 HB1018.geopotential number by the normal gravity value computed on the
 HB1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1018.degrees latitude (g = 980.6199 gals.).
 HB1018
 HB1018.The modeled gravity was interpolated from observed gravity values.
 HB1018
 HB1018;                    North         East    Units  Estimated Accuracy
 HB1018;SPC MO E     -   139,190.      325,180.      MT  (+/- 180 meters Scaled)
 HB1018
 HB1018                          SUPERSEDED SURVEY CONTROL
 HB1018
 HB1018  NGVD 29 (??/??/??)  102.446  (m)          336.11   (f) ADJUSTED    2 0
 HB1018
 HB1018.Superseded values are not recommended for survey control.
 HB1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1018.See file dsdata.txt to determine how the superseded data were derived.
 HB1018
 HB1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG640075(NAD 83)
 HB1018_MARKER: DB = BENCH MARK DISK
 HB1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1018_STAMPING: D 25 1933
 HB1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1018+STABILITY: SURFACE MOTION
 HB1018
 HB1018  HISTORY     - Date     Condition        Report By
 HB1018  HISTORY     - 1933     MONUMENTED       CGS
 HB1018  HISTORY     - 20020825 MARK NOT FOUND   USACE
 HB1018
 HB1018                          STATION DESCRIPTION
 HB1018
 HB1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HB1018'AT ORAN.
 HB1018'AT ORAN, SCOTT COUNTY, ON THE ST. LOUIS SAN FRANCISCO RAILWAY,
 HB1018'170 FEET NORTH OF THE STATION, 25 FEET SOUTH OF THE CENTERLINE
 HB1018'OF RATCLIFFE STREET, 22.5 FEET EAST OF THE EAST RAIL OF THE
 HB1018'MAIN TRACK, AND 3.7 FEET SOUTH OF THE BACKSIDE OF A WALK.  A
 HB1018'STANDARD DISK, STAMPED D 25 1933 AND SET IN THE TOP OF A
 HB1018'CONCRETE POST.
 HB1018
 HB1018                          STATION RECOVERY (2002)
 HB1018
 HB1018'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1675 ***********************************************************************
 JD1675  DESIGNATION -  D 250
 JD1675  PID         -  JD1675
 JD1675  STATE/COUNTY-  MO/HENRY
 JD1675  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1675
 JD1675                         *CURRENT SURVEY CONTROL
 JD1675  ___________________________________________________________________
 JD1675* NAD 83(1986)-  38 19 01.     (N)    093 49 23.     (W)     SCALED    
 JD1675* NAVD 88     -       234.745  (meters)     770.16   (feet)  ADJUSTED  
 JD1675  ___________________________________________________________________
 JD1675  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JD1675  DYNAMIC HT  -         234.581 (meters)     769.62  (feet)  COMP
 JD1675  MODELED GRAV-     979,924.5   (mgal)                       NAVD 88
 JD1675
 JD1675  VERT ORDER  -  SECOND    CLASS 0
 JD1675
 JD1675.The horizontal coordinates were scaled from a topographic map and have
 JD1675.an estimated accuracy of +/- 6 seconds.
 JD1675
 JD1675.The orthometric height was determined by differential leveling
 JD1675.and adjusted by the National Geodetic Survey in June 1991..
 JD1675
 JD1675.The geoid height was determined by GEOID03.
 JD1675
 JD1675.The dynamic height is computed by dividing the NAVD 88
 JD1675.geopotential number by the normal gravity value computed on the
 JD1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1675.degrees latitude (g = 980.6199 gals.).
 JD1675
 JD1675.The modeled gravity was interpolated from observed gravity values.
 JD1675
 JD1675;                    North         East    Units  Estimated Accuracy
 JD1675;SPC MO W     -   238,850.      909,200.      MT  (+/- 180 meters Scaled)
 JD1675
 JD1675                          SUPERSEDED SURVEY CONTROL
 JD1675
 JD1675  NGVD 29 (??/??/92)  234.638  (m)          769.81   (f) ADJ UNCH    2 0
 JD1675
 JD1675.Superseded values are not recommended for survey control.
 JD1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1675.See file dsdata.txt to determine how the superseded data were derived.
 JD1675
 JD1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC280413(NAD 83)
 JD1675_MARKER: DB = BENCH MARK DISK
 JD1675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1675_SP_SET: 8 FEET
 JD1675_STAMPING: D 250 1963
 JD1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1675
 JD1675  HISTORY     - Date     Condition        Report By
 JD1675  HISTORY     - 1963     MONUMENTED       CGS
 JD1675
 JD1675                          STATION DESCRIPTION
 JD1675
 JD1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1675'4.6 MI SW FROM CLINTON.
 JD1675'ABOUT 3.55 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1675'RAILROAD FROM THE STATION AT CLINTON, THENCE 1.1 MILES SOUTH
 JD1675'ALONG A GRAVELED ROAD, IN SECTION 29, T 41 N, R 26 W, 0.3 MILE
 JD1675'SOUTH OF THE JUNCTION WITH A DIRT ROAD LEADING EAST, 0.2 MILE
 JD1675'NORTH OF A PRIVATE DRIVEWAY LEADING EAST TO A LARGE TWO STORY
 JD1675'FARMHOUSE, 27 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 12
 JD1675'FEET SOUTH OF A FENCE CORNER WITH A FENCE LEADING EAST ALONG
 JD1675'THE SOUTH SIDE OF A ROW OF TREES, 5 1/2 FEET SOUTH OF A POWER
 JD1675'POLE, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET NORTHEAST OF A METAL
 JD1675'WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 JD1675'THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH
 JD1675'TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0305 ***********************************************************************
 JE0305  DESIGNATION -  D 251
 JE0305  PID         -  JE0305
 JE0305  STATE/COUNTY-  MO/BATES
 JE0305  USGS QUAD   -  BUTLER (1961)
 JE0305
 JE0305                         *CURRENT SURVEY CONTROL
 JE0305  ___________________________________________________________________
 JE0305* NAD 83(1986)-  38 15 24.     (N)    094 20 41.     (W)     SCALED    
 JE0305* NAVD 88     -       258.392  (meters)     847.74   (feet)  ADJUSTED  
 JE0305  ___________________________________________________________________
 JE0305  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0305  DYNAMIC HT  -         258.206 (meters)     847.13  (feet)  COMP
 JE0305  MODELED GRAV-     979,901.9   (mgal)                       NAVD 88
 JE0305
 JE0305  VERT ORDER  -  FIRST     CLASS II
 JE0305
 JE0305.The horizontal coordinates were scaled from a topographic map and have
 JE0305.an estimated accuracy of +/- 6 seconds.
 JE0305
 JE0305.The orthometric height was determined by differential leveling
 JE0305.and adjusted by the National Geodetic Survey in June 1991..
 JE0305
 JE0305.The geoid height was determined by GEOID03.
 JE0305
 JE0305.The dynamic height is computed by dividing the NAVD 88
 JE0305.geopotential number by the normal gravity value computed on the
 JE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0305.degrees latitude (g = 980.6199 gals.).
 JE0305
 JE0305.The modeled gravity was interpolated from observed gravity values.
 JE0305
 JE0305;                    North         East    Units  Estimated Accuracy
 JE0305;SPC MO W     -   231,950.      863,590.      MT  (+/- 180 meters Scaled)
 JE0305
 JE0305                          SUPERSEDED SURVEY CONTROL
 JE0305
 JE0305  NGVD 29 (??/??/92)  258.269  (m)          847.34   (f) ADJ UNCH    1 2
 JE0305
 JE0305.Superseded values are not recommended for survey control.
 JE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0305.See file dsdata.txt to determine how the superseded data were derived.
 JE0305
 JE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC823351(NAD 83)
 JE0305_MARKER: DB = BENCH MARK DISK
 JE0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0305_SP_SET: UNDERPASS
 JE0305_STAMPING: D 251 1963
 JE0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0305+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 JE0305
 JE0305  HISTORY     - Date     Condition        Report By
 JE0305  HISTORY     - 1963     MONUMENTED       CGS
 JE0305  HISTORY     - 20050409 GOOD             INDIV
 JE0305
 JE0305                          STATION DESCRIPTION
 JE0305
 JE0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0305'0.2 MI S FROM BUTLER.
 JE0305'ABOUT 0.15 MI S ALONG THE MISSOURI PACIFIC RR FROM THE STATION
 JE0305'AT BUTLER, AT STATE HIGHWAY 52 UNDERPASS, 8 FT W OF THE W RAIL,
 JE0305'ABOUT 1 1/2 FT BELOW THE LEVEL OF THE RAILS, AND SET IN THE
 JE0305'TOP OF THE NW CONCRETE WINGWALL OF THE UNDERPASS.
 JE0305
 JE0305                          STATION RECOVERY (2005)
 JE0305
 JE0305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0338 ***********************************************************************
 JE0338  DESIGNATION -  D 252
 JE0338  PID         -  JE0338
 JE0338  STATE/COUNTY-  MO/BATES
 JE0338  USGS QUAD   -  ADRIAN (1981)
 JE0338
 JE0338                         *CURRENT SURVEY CONTROL
 JE0338  ___________________________________________________________________
 JE0338* NAD 83(1986)-  38 22 44.     (N)    094 21 14.     (W)     SCALED    
 JE0338* NAVD 88     -       266.146  (meters)     873.18   (feet)  ADJUSTED  
 JE0338  ___________________________________________________________________
 JE0338  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JE0338  DYNAMIC HT  -         265.956 (meters)     872.56  (feet)  COMP
 JE0338  MODELED GRAV-     979,910.3   (mgal)                       NAVD 88
 JE0338
 JE0338  VERT ORDER  -  FIRST     CLASS II
 JE0338
 JE0338.The horizontal coordinates were scaled from a topographic map and have
 JE0338.an estimated accuracy of +/- 6 seconds.
 JE0338
 JE0338.The orthometric height was determined by differential leveling
 JE0338.and adjusted by the National Geodetic Survey in June 1991..
 JE0338
 JE0338.The geoid height was determined by GEOID03.
 JE0338
 JE0338.The dynamic height is computed by dividing the NAVD 88
 JE0338.geopotential number by the normal gravity value computed on the
 JE0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0338.degrees latitude (g = 980.6199 gals.).
 JE0338
 JE0338.The modeled gravity was interpolated from observed gravity values.
 JE0338
 JE0338;                    North         East    Units  Estimated Accuracy
 JE0338;SPC MO W     -   245,510.      862,770.      MT  (+/- 180 meters Scaled)
 JE0338
 JE0338                          SUPERSEDED SURVEY CONTROL
 JE0338
 JE0338  NGVD 29 (??/??/92)  266.023  (m)          872.78   (f) ADJ UNCH    1 2
 JE0338
 JE0338.Superseded values are not recommended for survey control.
 JE0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0338.See file dsdata.txt to determine how the superseded data were derived.
 JE0338
 JE0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC817487(NAD 83)
 JE0338_MARKER: DB = BENCH MARK DISK
 JE0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0338_STAMPING: D 252 1963
 JE0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0338+STABILITY: SURFACE MOTION
 JE0338
 JE0338  HISTORY     - Date     Condition        Report By
 JE0338  HISTORY     - 1963     MONUMENTED       CGS
 JE0338
 JE0338                          STATION DESCRIPTION
 JE0338
 JE0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0338'1.2 MI S FROM ADRIAN.
 JE0338'ABOUT 1.15 MI S ALONG THE MISSOURI PACIFIC RR FROM THE STATION
 JE0338'AT ADRIAN, 8 1/2 POLES N OF MILEPOST 279, 45 FT W OF THE W
 JE0338'RAIL, 76 FT SW OF THE CENTER OF A CROSSING OF THE RR AND A
 JE0338'GRAVELED ROAD, 60 FT S OF THE CENTER LINE OF THE ROAD, 37
 JE0338'FT S OF A TELEPHONE POLE, 33 1/2 FT S OF A CORNER FENCE POST,
 JE0338'2 FT E OF A FENCE, 1.5 FT NW OF A METAL WITNESS POST, ABOUT
 JE0338'LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 JE0338'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0509 ***********************************************************************
 JE0509  DESIGNATION -  D 253
 JE0509  PID         -  JE0509
 JE0509  STATE/COUNTY-  MO/CASS
 JE0509  USGS QUAD   -  MAIN CITY (1961)
 JE0509
 JE0509                         *CURRENT SURVEY CONTROL
 JE0509  ___________________________________________________________________
 JE0509* NAD 83(1986)-  38 28 29.     (N)    094 29 27.     (W)     SCALED    
 JE0509* NAVD 88     -       301.549  (meters)     989.33   (feet)  ADJUSTED  
 JE0509  ___________________________________________________________________
 JE0509  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0509  DYNAMIC HT  -         301.339 (meters)     988.64  (feet)  COMP
 JE0509  MODELED GRAV-     979,923.5   (mgal)                       NAVD 88
 JE0509
 JE0509  VERT ORDER  -  SECOND    CLASS 0
 JE0509
 JE0509.The horizontal coordinates were scaled from a topographic map and have
 JE0509.an estimated accuracy of +/- 6 seconds.
 JE0509
 JE0509.The orthometric height was determined by differential leveling
 JE0509.and adjusted by the National Geodetic Survey in June 1991..
 JE0509
 JE0509.The geoid height was determined by GEOID03.
 JE0509
 JE0509.The dynamic height is computed by dividing the NAVD 88
 JE0509.geopotential number by the normal gravity value computed on the
 JE0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0509.degrees latitude (g = 980.6199 gals.).
 JE0509
 JE0509.The modeled gravity was interpolated from observed gravity values.
 JE0509
 JE0509;                    North         East    Units  Estimated Accuracy
 JE0509;SPC MO W     -   256,140.      850,800.      MT  (+/- 180 meters Scaled)
 JE0509
 JE0509                          SUPERSEDED SURVEY CONTROL
 JE0509
 JE0509  NGVD 29 (??/??/92)  301.434  (m)          988.95   (f) ADJ UNCH    2 0
 JE0509
 JE0509.Superseded values are not recommended for survey control.
 JE0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0509.See file dsdata.txt to determine how the superseded data were derived.
 JE0509
 JE0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC699595(NAD 83)
 JE0509_MARKER: DB = BENCH MARK DISK
 JE0509_SETTING: 66 = SET IN ROCK OUTCROP
 JE0509_SP_SET: ROCK OUTCROP
 JE0509_STAMPING: D 253 1963
 JE0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE0509+STABILITY: POSITION/ELEVATION WELL
 JE0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0509+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 JE0509
 JE0509  HISTORY     - Date     Condition        Report By
 JE0509  HISTORY     - 1963     MONUMENTED       CGS
 JE0509  HISTORY     - 20060106 GOOD             INDIV
 JE0509
 JE0509                          STATION DESCRIPTION
 JE0509
 JE0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0509'9 MI SW FROM ARCHIE.
 JE0509'ABOUT 0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0509'THE STATION AT ARCHIE, THENCE 7.7 MILES WEST ALONG STATE ROAD A,
 JE0509'THENCE 1.05 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE
 JE0509'EAST ALONG A GRAVELED ROAD TO A ROAD JUNCTION, 123 FEET WEST
 JE0509'OF A POWER POLE, 18 FEET NORTH OF THE CENTER LINE OF THE
 JE0509'ROAD, 49 FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 JE0509'SOUTH, 10 INCHES SOUTH OF A FENCE, 13.8 FEET EAST OF A METAL
 JE0509'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 JE0509'AND SET IN THE TOP OF A LARGE FLAT BED ROCK OUTCROP ABOUT 6
 JE0509'INCHES BELOW THE SURFACE OF THE GROUND.
 JE0509
 JE0509                          STATION RECOVERY (2006)
 JE0509
 JE0509'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0509'A FIBERGLASS WITNESS POST IS LOCATED 2 FEET EAST-NORTHEAST OF THE
 JE0509'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1669 ***********************************************************************
 JD1669  DESIGNATION -  D 255
 JD1669  PID         -  JD1669
 JD1669  STATE/COUNTY-  MO/HENRY
 JD1669  USGS QUAD   -  CLINTON NORTH (1981)
 JD1669
 JD1669                         *CURRENT SURVEY CONTROL
 JD1669  ___________________________________________________________________
 JD1669* NAD 83(1986)-  38 24 16.     (N)    093 50 29.     (W)     SCALED    
 JD1669* NAVD 88     -       235.246  (meters)     771.80   (feet)  ADJUSTED  
 JD1669  ___________________________________________________________________
 JD1669  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JD1669  DYNAMIC HT  -         235.084 (meters)     771.27  (feet)  COMP
 JD1669  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 JD1669
 JD1669  VERT ORDER  -  SECOND    CLASS 0
 JD1669
 JD1669.The horizontal coordinates were scaled from a topographic map and have
 JD1669.an estimated accuracy of +/- 6 seconds.
 JD1669
 JD1669.The orthometric height was determined by differential leveling
 JD1669.and adjusted by the National Geodetic Survey in June 1991..
 JD1669
 JD1669.The geoid height was determined by GEOID03.
 JD1669
 JD1669.The dynamic height is computed by dividing the NAVD 88
 JD1669.geopotential number by the normal gravity value computed on the
 JD1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1669.degrees latitude (g = 980.6199 gals.).
 JD1669
 JD1669.The modeled gravity was interpolated from observed gravity values.
 JD1669
 JD1669;                    North         East    Units  Estimated Accuracy
 JD1669;SPC MO W     -   248,550.      907,530.      MT  (+/- 180 meters Scaled)
 JD1669
 JD1669                          SUPERSEDED SURVEY CONTROL
 JD1669
 JD1669  NGVD 29 (??/??/92)  235.129  (m)          771.42   (f) ADJ UNCH    2 0
 JD1669
 JD1669.Superseded values are not recommended for survey control.
 JD1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1669.See file dsdata.txt to determine how the superseded data were derived.
 JD1669
 JD1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC265510(NAD 83)
 JD1669_MARKER: DB = BENCH MARK DISK
 JD1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1669_STAMPING: D 255 1963
 JD1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1669+STABILITY: SURFACE MOTION
 JD1669
 JD1669  HISTORY     - Date     Condition        Report By
 JD1669  HISTORY     - 1963     MONUMENTED       CGS
 JD1669
 JD1669                          STATION DESCRIPTION
 JD1669
 JD1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1669'5.2 MI NW FROM CLINTON.
 JD1669'ABOUT 1.15 MILES NORTH ALONG NORTH WASHINGTON STREET FROM COUNTY
 JD1669'COURTHOUSE AT CLINTON, THENCE 4.0 MILES NORTHWEST ALONG STATE
 JD1669'HIGHWAY 7, 0.15 MILE NORTHWEST OF WHITES WELDING AND MACHINE
 JD1669'SHOP, 83 YARDS SOUTH OF A GROUP OF LARGE DIRT MOUNDS, 39 FEET
 JD1669'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 158 FEET NORTH OF
 JD1669'AND ACROSS THE HIGHWAY FROM A LONE 16-INCH TREE, 28 FEET
 JD1669'NORTHWEST OF THE CENTER OF A WOODEN GATE, 1 1/2 FEET SOUTHWEST
 JD1669'OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1
 JD1669'FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 JD1669'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0174 ***********************************************************************
 JE0174  DESIGNATION -  D 256
 JE0174  PID         -  JE0174
 JE0174  STATE/COUNTY-  MO/CASS
 JE0174  USGS QUAD   -  PECULIAR (1981)
 JE0174
 JE0174                         *CURRENT SURVEY CONTROL
 JE0174  ___________________________________________________________________
 JE0174* NAD 83(1986)-  38 44 50.     (N)    094 28 42.     (W)     SCALED    
 JE0174* NAVD 88     -       313.332  (meters)    1027.99   (feet)  ADJUSTED  
 JE0174  ___________________________________________________________________
 JE0174  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE0174  DYNAMIC HT  -         313.120 (meters)    1027.29  (feet)  COMP
 JE0174  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 JE0174
 JE0174  VERT ORDER  -  FIRST     CLASS II
 JE0174
 JE0174.The horizontal coordinates were scaled from a topographic map and have
 JE0174.an estimated accuracy of +/- 6 seconds.
 JE0174
 JE0174.The orthometric height was determined by differential leveling
 JE0174.and adjusted by the National Geodetic Survey in June 1991..
 JE0174
 JE0174.The geoid height was determined by GEOID03.
 JE0174
 JE0174.The dynamic height is computed by dividing the NAVD 88
 JE0174.geopotential number by the normal gravity value computed on the
 JE0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0174.degrees latitude (g = 980.6199 gals.).
 JE0174
 JE0174.The modeled gravity was interpolated from observed gravity values.
 JE0174
 JE0174;                    North         East    Units  Estimated Accuracy
 JE0174;SPC MO W     -   286,390.      851,880.      MT  (+/- 180 meters Scaled)
 JE0174
 JE0174                          SUPERSEDED SURVEY CONTROL
 JE0174
 JE0174  NGVD 29 (??/??/92)  313.213  (m)         1027.60   (f) ADJ UNCH    1 2
 JE0174
 JE0174.Superseded values are not recommended for survey control.
 JE0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0174.See file dsdata.txt to determine how the superseded data were derived.
 JE0174
 JE0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC715897(NAD 83)
 JE0174_MARKER: DB = BENCH MARK DISK
 JE0174_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0174_SP_SET: 7 FEET
 JE0174_STAMPING: D 256 1963
 JE0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0174+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2004
 JE0174
 JE0174  HISTORY     - Date     Condition        Report By
 JE0174  HISTORY     - 1963     MONUMENTED       CGS
 JE0174  HISTORY     - 20041218 GOOD             GEOCAC
 JE0174
 JE0174                          STATION DESCRIPTION
 JE0174
 JE0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0174'2.2 MI NW FROM PECULIAR.
 JE0174'ABOUT 2.25 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JE0174'RAILWAY FROM THE WATER TOWER AT PECULIAR, IN SECTION 4, T 45
 JE0174'N, R 32 W, 52 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF
 JE0174'THE RAILROAD AND A ROAD, 46 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 JE0174'RAIL, 48 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 20
 JE0174'FEET SOUTH OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A FENCE,
 JE0174'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 JE0174'LEVEL OF THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JE0174'ROD THAT IS DRIVEN TO A DEPTH OF 7 FEET AND ENCASED IN A 6-INCH
 JE0174'TILE WHICH PROJECTS 6 INCHES.
 JE0174
 JE0174                          STATION RECOVERY (2004)
 JE0174
 JE0174'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 JE0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1360 ***********************************************************************
 JD1360  DESIGNATION -  D 257
 JD1360  PID         -  JD1360
 JD1360  STATE/COUNTY-  MO/BENTON
 JD1360  USGS QUAD   -  CROCKERVILLE (1980)
 JD1360
 JD1360                         *CURRENT SURVEY CONTROL
 JD1360  ___________________________________________________________________
 JD1360* NAD 83(1986)-  38 26 16.     (N)    093 06 54.     (W)     SCALED    
 JD1360* NAVD 88     -       333.979  (meters)    1095.73   (feet)  ADJUSTED  
 JD1360  ___________________________________________________________________
 JD1360  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD1360  DYNAMIC HT  -         333.738 (meters)    1094.94  (feet)  COMP
 JD1360  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 JD1360
 JD1360  VERT ORDER  -  SECOND    CLASS 0
 JD1360
 JD1360.The horizontal coordinates were scaled from a topographic map and have
 JD1360.an estimated accuracy of +/- 6 seconds.
 JD1360
 JD1360.The orthometric height was determined by differential leveling
 JD1360.and adjusted by the National Geodetic Survey in June 1991..
 JD1360
 JD1360.The geoid height was determined by GEOID03.
 JD1360
 JD1360.The dynamic height is computed by dividing the NAVD 88
 JD1360.geopotential number by the normal gravity value computed on the
 JD1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1360.degrees latitude (g = 980.6199 gals.).
 JD1360
 JD1360.The modeled gravity was interpolated from observed gravity values.
 JD1360
 JD1360;                    North         East    Units  Estimated Accuracy
 JD1360;SPC MO C     -   289,200.      446,310.      MT  (+/- 180 meters Scaled)
 JD1360
 JD1360                          SUPERSEDED SURVEY CONTROL
 JD1360
 JD1360  NGVD 29 (??/??/92)  333.853  (m)         1095.32   (f) ADJ UNCH    2 0
 JD1360
 JD1360.Superseded values are not recommended for survey control.
 JD1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1360.See file dsdata.txt to determine how the superseded data were derived.
 JD1360
 JD1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC899543(NAD 83)
 JD1360_MARKER: DB = BENCH MARK DISK
 JD1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1360_STAMPING: D 257 1963
 JD1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1360+STABILITY: SURFACE MOTION
 JD1360
 JD1360  HISTORY     - Date     Condition        Report By
 JD1360  HISTORY     - 1963     MONUMENTED       CGS
 JD1360
 JD1360                          STATION DESCRIPTION
 JD1360
 JD1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1360'6 MI E FROM COLE CAMP.
 JD1360'6.0 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILWAY
 JD1360'FROM THE STATION AT COLE CAMP, OR 7.0 MILES WEST ALONG THE
 JD1360'CHICAGO ROCK ISLAND AND PACIFIC RAILWAY FROM THE STATION AT
 JD1360'STOVER, 63 FEET NORTH OF THE NORTH RAIL, 4 TELEPHONE POLES
 JD1360'EAST OF MILEPOST 193, 0.35 MILE WEST OF A WOODEN OVERPASS OVER
 JD1360'THE TRACKS, 26 FEET NORTHWEST OF THE 4TH POLE EAST OF MILEPOST
 JD1360'193, 2.5 FEET EAST OF A METAL WITNESS POST, 4 1/2 FEET BELOW
 JD1360'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JD1360'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1072 ***********************************************************************
 JD1072  DESIGNATION -  D 258
 JD1072  PID         -  JD1072
 JD1072  STATE/COUNTY-  MO/PETTIS
 JD1072  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD1072
 JD1072                         *CURRENT SURVEY CONTROL
 JD1072  ___________________________________________________________________
 JD1072* NAD 83(1986)-  38 31 26.     (N)    093 24 05.     (W)     SCALED    
 JD1072* NAVD 88     -       287.266  (meters)     942.47   (feet)  ADJUSTED  
 JD1072  ___________________________________________________________________
 JD1072  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD1072  DYNAMIC HT  -         287.064 (meters)     941.81  (feet)  COMP
 JD1072  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 JD1072
 JD1072  VERT ORDER  -  SECOND    CLASS 0
 JD1072
 JD1072.The horizontal coordinates were scaled from a topographic map and have
 JD1072.an estimated accuracy of +/- 6 seconds.
 JD1072
 JD1072.The orthometric height was determined by differential leveling
 JD1072.and adjusted by the National Geodetic Survey in June 1991..
 JD1072
 JD1072.The geoid height was determined by GEOID03.
 JD1072
 JD1072.The dynamic height is computed by dividing the NAVD 88
 JD1072.geopotential number by the normal gravity value computed on the
 JD1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1072.degrees latitude (g = 980.6199 gals.).
 JD1072
 JD1072.The modeled gravity was interpolated from observed gravity values.
 JD1072
 JD1072;                    North         East    Units  Estimated Accuracy
 JD1072;SPC MO C     -   298,970.      421,400.      MT  (+/- 180 meters Scaled)
 JD1072
 JD1072                          SUPERSEDED SURVEY CONTROL
 JD1072
 JD1072  NGVD 29 (??/??/92)  287.147  (m)          942.08   (f) ADJ UNCH    2 0
 JD1072
 JD1072.Superseded values are not recommended for survey control.
 JD1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1072.See file dsdata.txt to determine how the superseded data were derived.
 JD1072
 JD1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC650640(NAD 83)
 JD1072_MARKER: DB = BENCH MARK DISK
 JD1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1072_STAMPING: D 258 1963
 JD1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1072+STABILITY: SURFACE MOTION
 JD1072
 JD1072  HISTORY     - Date     Condition        Report By
 JD1072  HISTORY     - 1963     MONUMENTED       CGS
 JD1072
 JD1072                          STATION DESCRIPTION
 JD1072
 JD1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1072'5.7 MI NW FROM IONIA.
 JD1072'ABOUT 4.3 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1072'RAILWAY FROM THE STATION AT IONIA, THENCE 1.4 MILES NORTH ALONG
 JD1072'A GRAVELED ROAD, AT A ROAD JUNCTION, IN SECTION 1, T 43 N,
 JD1072'R 23 W, OR 1.1 MILES SOUTH ALONG COUNTY ROAD ZZ FROM THE BAPTIST
 JD1072'CHURCH AT MANILA, THENCE 3.6 MILES WEST ALONG STATE HIGHWAY 52,
 JD1072'THENCE 1.1 MILES SOUTH ALONG A GRAVELED ROAD, 19 FEET NORTH OF
 JD1072'THE CENTER LINE OF THE EAST-WEST ROAD, 62 FEET WEST OF THE CENTER
 JD1072'LINE OF THE NORTHSOUTH ROAD, 42 FEET SOUTHWEST OF THE SOUTHWEST
 JD1072'CORNER OF A CEMENT BLOCK DAIRY BARN, 3 1/2 FEET EAST OF A POWER
 JD1072'POLE WITH A TRANSFORMER, 3 FEET SOUTH OF A FENCE, 1.5 FEET WEST
 JD1072'OF A METAL WITNESS POST, ABOUT 1.0 FOOT ABOVE THE ROAD, AND SET
 JD1072'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0970 ***********************************************************************
 JD0970  DESIGNATION -  D 259
 JD0970  PID         -  JD0970
 JD0970  STATE/COUNTY-  MO/MORGAN
 JD0970  USGS QUAD   -  PYRMONT (1961)
 JD0970
 JD0970                         *CURRENT SURVEY CONTROL
 JD0970  ___________________________________________________________________
 JD0970* NAD 83(1986)-  38 33 44.     (N)    093 02 51.     (W)     SCALED    
 JD0970* NAVD 88     -       235.688  (meters)     773.25   (feet)  ADJUSTED  
 JD0970  ___________________________________________________________________
 JD0970  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0970  DYNAMIC HT  -         235.522 (meters)     772.71  (feet)  COMP
 JD0970  MODELED GRAV-     979,919.0   (mgal)                       NAVD 88
 JD0970
 JD0970  VERT ORDER  -  SECOND    CLASS 0
 JD0970
 JD0970.The horizontal coordinates were scaled from a topographic map and have
 JD0970.an estimated accuracy of +/- 6 seconds.
 JD0970
 JD0970.The orthometric height was determined by differential leveling
 JD0970.and adjusted by the National Geodetic Survey in June 1991..
 JD0970
 JD0970.The geoid height was determined by GEOID03.
 JD0970
 JD0970.The dynamic height is computed by dividing the NAVD 88
 JD0970.geopotential number by the normal gravity value computed on the
 JD0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0970.degrees latitude (g = 980.6199 gals.).
 JD0970
 JD0970.The modeled gravity was interpolated from observed gravity values.
 JD0970
 JD0970;                    North         East    Units  Estimated Accuracy
 JD0970;SPC MO C     -   302,980.      452,280.      MT  (+/- 180 meters Scaled)
 JD0970
 JD0970                          SUPERSEDED SURVEY CONTROL
 JD0970
 JD0970  NGVD 29 (??/??/92)  235.578  (m)          772.89   (f) ADJ UNCH    2 0
 JD0970
 JD0970.Superseded values are not recommended for survey control.
 JD0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0970.See file dsdata.txt to determine how the superseded data were derived.
 JD0970
 JD0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC958681(NAD 83)
 JD0970_MARKER: DB = BENCH MARK DISK
 JD0970_SETTING: 66 = SET IN ROCK OUTCROP
 JD0970_SP_SET: ROCK CLIFF
 JD0970_STAMPING: D 259 1963
 JD0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0970+STABILITY: POSITION/ELEVATION WELL
 JD0970
 JD0970  HISTORY     - Date     Condition        Report By
 JD0970  HISTORY     - 1963     MONUMENTED       CGS
 JD0970
 JD0970                          STATION DESCRIPTION
 JD0970
 JD0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0970'5.6 MI E FROM BAHNER.
 JD0970'ABOUT 0.45 MILES EAST ALONG COUNTY ROAD V FROM THE CEMETERY AT
 JD0970'BAHNER, THENCE 1.0 MILES EAST ALONG COUNTY ROAD C, THENCE 1.65
 JD0970'MILES EAST ALONG A GRAVELED ROAD, THENCE 1.7 MILES NORTHEAST ALONG
 JD0970'COUNTY ROAD KK, THENCE 0.8 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 JD0970'OR 1.7 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0970'CHURCH AT FLORENCE, THENCE 4.55 MILES WEST ALONG A WINDING GRAVELED
 JD0970'ROAD, AT THE CROSSING OF HOW CREEK, 16 FEET NORTHEAST OF THE CENTER
 JD0970'LINE OF THE ROAD, 72 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 JD0970'CONCRETE FORD ACROSS HOW CREEK, 10 FEET SOUTHEAST OF A 16-INCH
 JD0970'TWIN ELM TREE WITH A WITNESS SHIELD NAILED ON THE SOUTHWEST
 JD0970'SIDE, AND SET VERTICALLY IN THE SOUTHWEST FACE OF A SOLID ROCK CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0982 ***********************************************************************
 GD0982  DESIGNATION -  D 26
 GD0982  PID         -  GD0982
 GD0982  STATE/COUNTY-  MO/NEW MADRID
 GD0982  USGS QUAD   -  KEWANEE (1971)
 GD0982
 GD0982                         *CURRENT SURVEY CONTROL
 GD0982  ___________________________________________________________________
 GD0982* NAD 83(1986)-  36 40 17.     (N)    089 34 13.     (W)     SCALED    
 GD0982* NAVD 88     -        92.056  (meters)     302.02   (feet)  ADJUSTED  
 GD0982  ___________________________________________________________________
 GD0982  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD0982  DYNAMIC HT  -          91.984 (meters)     301.78  (feet)  COMP
 GD0982  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 GD0982
 GD0982  VERT ORDER  -  SECOND    CLASS 0
 GD0982
 GD0982.The horizontal coordinates were scaled from a topographic map and have
 GD0982.an estimated accuracy of +/- 6 seconds.
 GD0982
 GD0982.The orthometric height was determined by differential leveling
 GD0982.and adjusted by the National Geodetic Survey in June 1991..
 GD0982
 GD0982.The geoid height was determined by GEOID03.
 GD0982
 GD0982.The dynamic height is computed by dividing the NAVD 88
 GD0982.geopotential number by the normal gravity value computed on the
 GD0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0982.degrees latitude (g = 980.6199 gals.).
 GD0982
 GD0982.The modeled gravity was interpolated from observed gravity values.
 GD0982
 GD0982;                    North         East    Units  Estimated Accuracy
 GD0982;SPC MO E     -    93,390.      333,110.      MT  (+/- 180 meters Scaled)
 GD0982
 GD0982                          SUPERSEDED SURVEY CONTROL
 GD0982
 GD0982  NGVD 29 (??/??/??)   91.972  (m)          301.74   (f) ADJUSTED    2 0
 GD0982
 GD0982.Superseded values are not recommended for survey control.
 GD0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0982.See file dsdata.txt to determine how the superseded data were derived.
 GD0982
 GD0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF703614(NAD 83)
 GD0982_MARKER: DB = BENCH MARK DISK
 GD0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0982_STAMPING: D 26 1933
 GD0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0982+STABILITY: SURFACE MOTION
 GD0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0982+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 GD0982
 GD0982  HISTORY     - Date     Condition        Report By
 GD0982  HISTORY     - 1933     MONUMENTED       CGS
 GD0982  HISTORY     - 20020809 GOOD             USACE
 GD0982
 GD0982                          STATION DESCRIPTION
 GD0982
 GD0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0982'AT KEWANEE.
 GD0982'AT KEWANEE, NEW MADRID COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GD0982'RAILWAY, 87 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION,
 GD0982'125.2 FEET EAST OF POLE 179-24, 96 FEET EAST OF THE CENTERLINE OF
 GD0982'THE TRACK, 45 FEET NORTH OF THE CENTERLINE OF AN EAST-AND-WEST
 GD0982'ROAD, AND 1 FOOT WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED
 GD0982'D 26 1933 AND SET IN THE TOP OF A CONCRETE POST.
 GD0982
 GD0982                          STATION RECOVERY (2002)
 GD0982
 GD0982'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1487 ***********************************************************************
 JD1487  DESIGNATION -  D 260
 JD1487  PID         -  JD1487
 JD1487  STATE/COUNTY-  MO/HENRY
 JD1487  USGS QUAD   -  GAINES (1981)
 JD1487
 JD1487                         *CURRENT SURVEY CONTROL
 JD1487  ___________________________________________________________________
 JD1487* NAD 83(1986)-  38 17 37.     (N)    093 42 51.     (W)     SCALED    
 JD1487* NAVD 88     -       220.730  (meters)     724.18   (feet)  ADJUSTED  
 JD1487  ___________________________________________________________________
 JD1487  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JD1487  DYNAMIC HT  -         220.574 (meters)     723.67  (feet)  COMP
 JD1487  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 JD1487
 JD1487  VERT ORDER  -  SECOND    CLASS 0
 JD1487
 JD1487.The horizontal coordinates were scaled from a topographic map and have
 JD1487.an estimated accuracy of +/- 6 seconds.
 JD1487
 JD1487.The orthometric height was determined by differential leveling
 JD1487.and adjusted by the National Geodetic Survey in June 1991..
 JD1487
 JD1487.The geoid height was determined by GEOID03.
 JD1487
 JD1487.The dynamic height is computed by dividing the NAVD 88
 JD1487.geopotential number by the normal gravity value computed on the
 JD1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1487.degrees latitude (g = 980.6199 gals.).
 JD1487
 JD1487.The modeled gravity was interpolated from observed gravity values.
 JD1487
 JD1487;                    North         East    Units  Estimated Accuracy
 JD1487;SPC MO W     -   236,330.      918,740.      MT  (+/- 180 meters Scaled)
 JD1487
 JD1487                          SUPERSEDED SURVEY CONTROL
 JD1487
 JD1487  NGVD 29 (??/??/92)  220.618  (m)          723.81   (f) ADJ UNCH    2 0
 JD1487
 JD1487.Superseded values are not recommended for survey control.
 JD1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1487.See file dsdata.txt to determine how the superseded data were derived.
 JD1487
 JD1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC375386(NAD 83)
 JD1487_MARKER: DB = BENCH MARK DISK
 JD1487_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1487_SP_SET: 12 FEET
 JD1487_STAMPING: D 260 1962
 JD1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1487
 JD1487  HISTORY     - Date     Condition        Report By
 JD1487  HISTORY     - 1962     MONUMENTED       CGS
 JD1487
 JD1487                          STATION DESCRIPTION
 JD1487
 JD1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1487'6.8 MI SE FROM CLINTON.
 JD1487'ABOUT 0.1 MILE SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1487'RAILRAOD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1487'CLINTON, THENCE 0.85 MILE EAST ALONG EAST FRANKLIN STREET, THENCE
 JD1487'5.85 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1487'TO A PRIVATE ROAD CROSSING IN SECTION 32, T 41 N, R 25 W, 7 1/2
 JD1487'POLES NORTHWEST OF MILEPOST 93, 44 FEET SOUTHWEST OF THE SOUTHWEST
 JD1487'RAIL, 14 FEET NORTHWEST OF THE CENTER OF AN IRON GRAME GATE,
 JD1487'3 1/2 FEET NORTHEAST OF A FENCE, 0.9 FOOT SOUTHWEST OF A METAL
 JD1487'WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND ON THE TOP OF A
 JD1487'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12 FEET
 JD1487'AND ENCASED IN A 6-INCH TILE PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0383 ***********************************************************************
 JE0383  DESIGNATION -  D 261
 JE0383  PID         -  JE0383
 JE0383  STATE/COUNTY-  MO/VERNON
 JE0383  USGS QUAD   -  ROCKVILLE (1991)
 JE0383
 JE0383                         *CURRENT SURVEY CONTROL
 JE0383  ___________________________________________________________________
 JE0383* NAD 83(1986)-  38 00 41.     (N)    094 07 04.     (W)     SCALED    
 JE0383* NAVD 88     -       224.596  (meters)     736.86   (feet)  ADJUSTED  
 JE0383  ___________________________________________________________________
 JE0383  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JE0383  DYNAMIC HT  -         224.430 (meters)     736.32  (feet)  COMP
 JE0383  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 JE0383
 JE0383  VERT ORDER  -  SECOND    CLASS 0
 JE0383
 JE0383.The horizontal coordinates were scaled from a topographic map and have
 JE0383.an estimated accuracy of +/- 6 seconds.
 JE0383
 JE0383.The orthometric height was determined by differential leveling
 JE0383.and adjusted by the National Geodetic Survey in June 1991..
 JE0383
 JE0383.The geoid height was determined by GEOID03.
 JE0383
 JE0383.The dynamic height is computed by dividing the NAVD 88
 JE0383.geopotential number by the normal gravity value computed on the
 JE0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0383.degrees latitude (g = 980.6199 gals.).
 JE0383
 JE0383.The modeled gravity was interpolated from observed gravity values.
 JE0383
 JE0383;                    North         East    Units  Estimated Accuracy
 JE0383;SPC MO W     -   204,780.      883,560.      MT  (+/- 180 meters Scaled)
 JE0383
 JE0383                          SUPERSEDED SURVEY CONTROL
 JE0383
 JE0383  NGVD 29 (??/??/92)  224.496  (m)          736.53   (f) ADJ UNCH    2 0
 JE0383
 JE0383.Superseded values are not recommended for survey control.
 JE0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0383.See file dsdata.txt to determine how the superseded data were derived.
 JE0383
 JE0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC018076(NAD 83)
 JE0383_MARKER: DB = BENCH MARK DISK
 JE0383_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0383_SP_SET: 16 FEET
 JE0383_STAMPING: D 261 1962
 JE0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0383
 JE0383  HISTORY     - Date     Condition        Report By
 JE0383  HISTORY     - 1962     MONUMENTED       CGS
 JE0383
 JE0383                          STATION DESCRIPTION
 JE0383
 JE0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JE0383'0.5 MI SW FROM SCHELL CITY.
 JE0383'ABOUT 0.5 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JE0383'RAILROAD FROM THE POST OFFICE AT SCHELL CITY, IN SECTION 4, T
 JE0383'37 N, R 29 W, 4 POLES SOUTHWEST OF MILEPOST 299, AT AN OLD ROAD
 JE0383'CROSSING, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 74 FEET
 JE0383'NORTHEAST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND
 JE0383'THE OLD ROAD, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34
 JE0383'FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A FENCE,
 JE0383'1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JE0383'RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 JE0383'DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE
 JE0383'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0168 ***********************************************************************
 HE0168  DESIGNATION -  D 262
 HE0168  PID         -  HE0168
 HE0168  STATE/COUNTY-  MO/VERNON
 HE0168  USGS QUAD   -  DEDERICK (1991)
 HE0168
 HE0168                         *CURRENT SURVEY CONTROL
 HE0168  ___________________________________________________________________
 HE0168* NAD 83(1986)-  37 50 25.     (N)    094 08 03.     (W)     SCALED    
 HE0168* NAVD 88     -       248.790  (meters)     816.24   (feet)  ADJUSTED  
 HE0168  ___________________________________________________________________
 HE0168  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HE0168  DYNAMIC HT  -         248.605 (meters)     815.63  (feet)  COMP
 HE0168  MODELED GRAV-     979,879.9   (mgal)                       NAVD 88
 HE0168
 HE0168  VERT ORDER  -  SECOND    CLASS 0
 HE0168
 HE0168.The horizontal coordinates were scaled from a topographic map and have
 HE0168.an estimated accuracy of +/- 6 seconds.
 HE0168
 HE0168.The orthometric height was determined by differential leveling
 HE0168.and adjusted by the National Geodetic Survey in June 1991..
 HE0168
 HE0168.The geoid height was determined by GEOID03.
 HE0168
 HE0168.The dynamic height is computed by dividing the NAVD 88
 HE0168.geopotential number by the normal gravity value computed on the
 HE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0168.degrees latitude (g = 980.6199 gals.).
 HE0168
 HE0168.The modeled gravity was interpolated from observed gravity values.
 HE0168
 HE0168;                    North         East    Units  Estimated Accuracy
 HE0168;SPC MO W     -   185,790.      882,200.      MT  (+/- 180 meters Scaled)
 HE0168
 HE0168                          SUPERSEDED SURVEY CONTROL
 HE0168
 HE0168  NGVD 29 (??/??/92)  248.687  (m)          815.90   (f) ADJ UNCH    2 0
 HE0168
 HE0168.Superseded values are not recommended for survey control.
 HE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0168.See file dsdata.txt to determine how the superseded data were derived.
 HE0168
 HE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB002887(NAD 83)
 HE0168_MARKER: DB = BENCH MARK DISK
 HE0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0168_STAMPING: D 262 1962
 HE0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0168+STABILITY: SURFACE MOTION
 HE0168
 HE0168  HISTORY     - Date     Condition        Report By
 HE0168  HISTORY     - 1962     MONUMENTED       CGS
 HE0168  HISTORY     - 1963     GOOD             NGS
 HE0168
 HE0168                          STATION DESCRIPTION
 HE0168
 HE0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0168'1.4 MI SW FROM DEDERICK.
 HE0168'ABOUT 0.5 MILE SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0168'CHURCH AT DEDERICK, THENCE 0.2 MILE WEST ALONG U.S. HIGHWAY
 HE0168'54, THENCE 1.1 MILES SOUTH ALONG STATE ROAD K, AT JUNCTION OF
 HE0168'T ROAD EAST, 30 FEET WEST OF THE CENTER LINE OF NORTH-SOUTH
 HE0168'ROAD, 14 FEET SOUTH OF CENTER LINE OF T ROAD EAST, 3 FEET NORTH
 HE0168'OF A POWER POLE WITH 3 GUY WIRES, 2.0 FEET SOUTH OF A METAL
 HE0168'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROADS, AND
 HE0168'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1713 ***********************************************************************
 JD1713  DESIGNATION -  D 263
 JD1713  PID         -  JD1713
 JD1713  STATE/COUNTY-  MO/ST CLAIR
 JD1713  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1713
 JD1713                         *CURRENT SURVEY CONTROL
 JD1713  ___________________________________________________________________
 JD1713* NAD 83(1986)-  38 10 59.     (N)    093 55 24.     (W)     SCALED    
 JD1713* NAVD 88     -       247.168  (meters)     810.92   (feet)  ADJUSTED  
 JD1713  ___________________________________________________________________
 JD1713  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JD1713  DYNAMIC HT  -         246.991 (meters)     810.34  (feet)  COMP
 JD1713  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 JD1713
 JD1713  VERT ORDER  -  SECOND    CLASS 0
 JD1713
 JD1713.The horizontal coordinates were scaled from a topographic map and have
 JD1713.an estimated accuracy of +/- 6 seconds.
 JD1713
 JD1713.The orthometric height was determined by differential leveling
 JD1713.and adjusted by the National Geodetic Survey in June 1991..
 JD1713
 JD1713.The geoid height was determined by GEOID03.
 JD1713
 JD1713.The dynamic height is computed by dividing the NAVD 88
 JD1713.geopotential number by the normal gravity value computed on the
 JD1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1713.degrees latitude (g = 980.6199 gals.).
 JD1713
 JD1713.The modeled gravity was interpolated from observed gravity values.
 JD1713
 JD1713;                    North         East    Units  Estimated Accuracy
 JD1713;SPC MO W     -   223,930.      900,520.      MT  (+/- 180 meters Scaled)
 JD1713
 JD1713                          SUPERSEDED SURVEY CONTROL
 JD1713
 JD1713  NGVD 29 (??/??/92)  247.066  (m)          810.58   (f) ADJ UNCH    2 0
 JD1713
 JD1713.Superseded values are not recommended for survey control.
 JD1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1713.See file dsdata.txt to determine how the superseded data were derived.
 JD1713
 JD1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC191265(NAD 83)
 JD1713_MARKER: DB = BENCH MARK DISK
 JD1713_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JD1713+WITH SETTING: INTO GROUND
 JD1713_STAMPING: D 263 1963
 JD1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1713+STABILITY: SURFACE MOTION
 JD1713
 JD1713  HISTORY     - Date     Condition        Report By
 JD1713  HISTORY     - 1963     MONUMENTED       CGS
 JD1713
 JD1713                          STATION DESCRIPTION
 JD1713
 JD1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1713'6.1 MI E FROM APPLETON CITY.
 JD1713'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1713'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JD1713'0.25 MILES SOUTH ALONG STATE ROAD A, THENCE 4.0 MILES EAST ALONG
 JD1713'STATE ROAD AA, AT THE JUNCTION OF A NORTH-SOUTH GRAVELED ROAD,
 JD1713'94 FEET NORTH OF THE CENTER LINE OF STATE ROAD AA, 31 FEET WEST
 JD1713'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 15 FEET SOUTHWEST
 JD1713'OF A TELEPHONE POLE, 30 FEET NORTHEAST OF THE CENTER OF A
 JD1713'WOODEN GATE, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.0 FOOT NORTHEAST
 JD1713'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JD1713'ROAD, AND WELDED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 JD1713'5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0623 ***********************************************************************
 JE0623  DESIGNATION -  D 264
 JE0623  PID         -  JE0623
 JE0623  STATE/COUNTY-  MO/BATES
 JE0623  USGS QUAD   -  PLEASANT GAP (1961)
 JE0623
 JE0623                         *CURRENT SURVEY CONTROL
 JE0623  ___________________________________________________________________
 JE0623* NAD 83(1986)-  38 09 43.     (N)    094 10 58.     (W)     SCALED    
 JE0623* NAVD 88     -       301.476  (meters)     989.09   (feet)  ADJUSTED  
 JE0623  ___________________________________________________________________
 JE0623  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0623  DYNAMIC HT  -         301.253 (meters)     988.36  (feet)  COMP
 JE0623  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 JE0623
 JE0623  VERT ORDER  -  SECOND    CLASS 0
 JE0623
 JE0623.The horizontal coordinates were scaled from a topographic map and have
 JE0623.an estimated accuracy of +/- 6 seconds.
 JE0623
 JE0623.The orthometric height was determined by differential leveling
 JE0623.and adjusted by the National Geodetic Survey in June 1991..
 JE0623
 JE0623.The geoid height was determined by GEOID03.
 JE0623
 JE0623.The dynamic height is computed by dividing the NAVD 88
 JE0623.geopotential number by the normal gravity value computed on the
 JE0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0623.degrees latitude (g = 980.6199 gals.).
 JE0623
 JE0623.The modeled gravity was interpolated from observed gravity values.
 JE0623
 JE0623;                    North         East    Units  Estimated Accuracy
 JE0623;SPC MO W     -   221,470.      877,800.      MT  (+/- 180 meters Scaled)
 JE0623
 JE0623                          SUPERSEDED SURVEY CONTROL
 JE0623
 JE0623  NGVD 29 (??/??/92)  301.362  (m)          988.72   (f) ADJ UNCH    2 0
 JE0623
 JE0623.Superseded values are not recommended for survey control.
 JE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0623.See file dsdata.txt to determine how the superseded data were derived.
 JE0623
 JE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC963244(NAD 83)
 JE0623_MARKER: DB = BENCH MARK DISK
 JE0623_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0623_SP_SET: 8 FEET
 JE0623_STAMPING: D 264 1963
 JE0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0623
 JE0623  HISTORY     - Date     Condition        Report By
 JE0623  HISTORY     - 1963     MONUMENTED       CGS
 JE0623
 JE0623                          STATION DESCRIPTION
 JE0623
 JE0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0623'0.7 MI S FROM PLEASANT GAP.
 JE0623'ABOUT 0.7 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0623'CHURCH AT PLEASANT GAP, 0.15 MILE SOUTH OF A FARM HOUSE, 40
 JE0623'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTH OF
 JE0623'A FENCE CORNER, 1 FOOT EAST OF A FENCE, 0.8 FOOT SOUTH OF A
 JE0623'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP
 JE0623'OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 JE0623'8 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0661 ***********************************************************************
 JE0661  DESIGNATION -  D 265
 JE0661  PID         -  JE0661
 JE0661  STATE/COUNTY-  MO/BATES
 JE0661  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0661
 JE0661                         *CURRENT SURVEY CONTROL
 JE0661  ___________________________________________________________________
 JE0661* NAD 83(1986)-  38 10 05.     (N)    094 16 20.     (W)     SCALED    
 JE0661* NAVD 88     -       258.945  (meters)     849.56   (feet)  ADJUSTED  
 JE0661  ___________________________________________________________________
 JE0661  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0661  DYNAMIC HT  -         258.756 (meters)     848.94  (feet)  COMP
 JE0661  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 JE0661
 JE0661  VERT ORDER  -  SECOND    CLASS 0
 JE0661
 JE0661.The horizontal coordinates were scaled from a topographic map and have
 JE0661.an estimated accuracy of +/- 6 seconds.
 JE0661
 JE0661.The orthometric height was determined by differential leveling
 JE0661.and adjusted by the National Geodetic Survey in June 1991..
 JE0661
 JE0661.The geoid height was determined by GEOID03.
 JE0661
 JE0661.The dynamic height is computed by dividing the NAVD 88
 JE0661.geopotential number by the normal gravity value computed on the
 JE0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0661.degrees latitude (g = 980.6199 gals.).
 JE0661
 JE0661.The modeled gravity was interpolated from observed gravity values.
 JE0661
 JE0661;                    North         East    Units  Estimated Accuracy
 JE0661;SPC MO W     -   222,130.      869,960.      MT  (+/- 180 meters Scaled)
 JE0661
 JE0661                          SUPERSEDED SURVEY CONTROL
 JE0661
 JE0661  NGVD 29 (??/??/92)  258.829  (m)          849.17   (f) ADJ UNCH    2 0
 JE0661
 JE0661.Superseded values are not recommended for survey control.
 JE0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0661.See file dsdata.txt to determine how the superseded data were derived.
 JE0661
 JE0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC885252(NAD 83)
 JE0661_MARKER: DB = BENCH MARK DISK
 JE0661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0661_SP_SET: 8 1/2 FEET
 JE0661_STAMPING: D 265 1963
 JE0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0661
 JE0661  HISTORY     - Date     Condition        Report By
 JE0661  HISTORY     - 1963     MONUMENTED       CGS
 JE0661
 JE0661                          STATION DESCRIPTION
 JE0661
 JE0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0661'5.3 MI W FROM PLEASANT GAP.
 JE0661'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD 0 FROM THE CHRISTIAN
 JE0661'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRADED
 JE0661'DIRT ROAD, THENCE 1.1 MILES WEST ALONG STATE ROAD N, 0.1 MILE
 JE0661'EAST OF A 90 DEGREE TURN TO THE NORTH, 250 FEET SOUTHWEST OF
 JE0661'THE SOUTHWEST CORNER OF A FARMHOUSE, 36 FEET SOUTH OF THE
 JE0661'CENTER LINE OF THE ROAD, 3 1/2 FEET EAST OF A TELEPHONE POLE,
 JE0661'1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 JE0661'LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JE0661'ROD THAT IS DRIVEN TO A DEPTH OF 8 1/2 FEET AND IS ENCASED IN
 JE0661'A 6-INCH TILE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0042 ***********************************************************************
 JE0042  DESIGNATION -  D 266
 JE0042  PID         -  JE0042
 JE0042  STATE/COUNTY-  MO/CASS
 JE0042  USGS QUAD   -  HARRISONVILLE (1981)
 JE0042
 JE0042                         *CURRENT SURVEY CONTROL
 JE0042  ___________________________________________________________________
 JE0042* NAD 83(1986)-  38 44 05.     (N)    094 19 20.     (W)     SCALED    
 JE0042* NAVD 88     -       297.192  (meters)     975.04   (feet)  ADJUSTED  
 JE0042  ___________________________________________________________________
 JE0042  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JE0042  DYNAMIC HT  -         296.991 (meters)     974.38  (feet)  COMP
 JE0042  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 JE0042
 JE0042  VERT ORDER  -  FIRST     CLASS II
 JE0042
 JE0042.The horizontal coordinates were scaled from a topographic map and have
 JE0042.an estimated accuracy of +/- 6 seconds.
 JE0042
 JE0042.The orthometric height was determined by differential leveling
 JE0042.and adjusted by the National Geodetic Survey in June 1991..
 JE0042
 JE0042.The geoid height was determined by GEOID03.
 JE0042
 JE0042.The dynamic height is computed by dividing the NAVD 88
 JE0042.geopotential number by the normal gravity value computed on the
 JE0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0042.degrees latitude (g = 980.6199 gals.).
 JE0042
 JE0042.The modeled gravity was interpolated from observed gravity values.
 JE0042
 JE0042;                    North         East    Units  Estimated Accuracy
 JE0042;SPC MO W     -   285,020.      865,460.      MT  (+/- 180 meters Scaled)
 JE0042
 JE0042                          SUPERSEDED SURVEY CONTROL
 JE0042
 JE0042  NGVD 29 (??/??/92)  297.079  (m)          974.67   (f) ADJ UNCH    1 2
 JE0042
 JE0042.Superseded values are not recommended for survey control.
 JE0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0042.See file dsdata.txt to determine how the superseded data were derived.
 JE0042
 JE0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC850881(NAD 83)
 JE0042_MARKER: DB = BENCH MARK DISK
 JE0042_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0042_SP_SET: 8 FEET
 JE0042_STAMPING: D 266 1963
 JE0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0042+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 JE0042
 JE0042  HISTORY     - Date     Condition        Report By
 JE0042  HISTORY     - 1963     MONUMENTED       CGS
 JE0042  HISTORY     - 20050528 GOOD             INDIV
 JE0042
 JE0042                          STATION DESCRIPTION
 JE0042
 JE0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0042'4.8 MI SW FROM PLEASANT.
 JE0042'ABOUT 4.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0042'FROM THE STATION AT PLEASANT HILL, IN SECTION 2, T 45 N, R 31 W,
 JE0042'AT A CROSSING OF THE RAILROAD AND STATE ROAD P, 1 POLE SOUTHWEST
 JE0042'OF MILEPOST 253-10, 44 FEET NORTHWEST OF THE NORTHWEST RAIL,
 JE0042'47 FEET NORTH OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTHWEST
 JE0042'OF A TELEPHONE POLE, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.0 FOOT
 JE0042'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS,
 JE0042'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 JE0042'TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS
 JE0042'4 INCHES.
 JE0042
 JE0042                          STATION RECOVERY (2005)
 JE0042
 JE0042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0387 ***********************************************************************
 JE0387  DESIGNATION -  D 267
 JE0387  PID         -  JE0387
 JE0387  STATE/COUNTY-  MO/BATES
 JE0387  USGS QUAD   -  NEW HOME (1991)
 JE0387
 JE0387                         *CURRENT SURVEY CONTROL
 JE0387  ___________________________________________________________________
 JE0387* NAD 83(1986)-  38 10 50.     (N)    094 29 54.     (W)     SCALED    
 JE0387* NAVD 88     -       242.959  (meters)     797.11   (feet)  ADJUSTED  
 JE0387  ___________________________________________________________________
 JE0387  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JE0387  DYNAMIC HT  -         242.784 (meters)     796.53  (feet)  COMP
 JE0387  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 JE0387
 JE0387  VERT ORDER  -  SECOND    CLASS 0
 JE0387
 JE0387.The horizontal coordinates were scaled from a topographic map and have
 JE0387.an estimated accuracy of +/- 6 seconds.
 JE0387
 JE0387.The orthometric height was determined by differential leveling
 JE0387.and adjusted by the National Geodetic Survey in June 1991..
 JE0387
 JE0387.The geoid height was determined by GEOID03.
 JE0387
 JE0387.The dynamic height is computed by dividing the NAVD 88
 JE0387.geopotential number by the normal gravity value computed on the
 JE0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0387.degrees latitude (g = 980.6199 gals.).
 JE0387
 JE0387.The modeled gravity was interpolated from observed gravity values.
 JE0387
 JE0387;                    North         East    Units  Estimated Accuracy
 JE0387;SPC MO W     -   223,490.      850,150.      MT  (+/- 180 meters Scaled)
 JE0387
 JE0387                          SUPERSEDED SURVEY CONTROL
 JE0387
 JE0387  NGVD 29 (??/??/92)  242.830  (m)          796.68   (f) ADJ UNCH    2 0
 JE0387
 JE0387.Superseded values are not recommended for survey control.
 JE0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0387.See file dsdata.txt to determine how the superseded data were derived.
 JE0387
 JE0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC687269(NAD 83)
 JE0387_MARKER: DB = BENCH MARK DISK
 JE0387_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0387_SP_SET: 6 1/2 FEET
 JE0387_STAMPING: D 267 1963
 JE0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0387
 JE0387  HISTORY     - Date     Condition        Report By
 JE0387  HISTORY     - 1963     MONUMENTED       CGS
 JE0387  HISTORY     - 20050312 POOR             GEOCAC
 JE0387
 JE0387                          STATION DESCRIPTION
 JE0387
 JE0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0387'1.6 MI NE FROM FOSTER.
 JE0387'ABOUT 0.1 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT
 JE0387'FOSTER, THENCE 0.35 MILE NORTH ALONG STATE ROAD U, THENCE 1.1
 JE0387'MILES NORTHEAST ALONG A DIRT ROAD, AT A 90 DEGREE CORNER, 46
 JE0387'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 18 FEET SOUTH OF
 JE0387'THE PROJECTED CENTER LINE OF THE ROAD EAST, 30 FEET WEST OF THE
 JE0387'PROJECTED CENTER LINE OF THE ROAD SOUTH, 35 FEET SOUTH OF A POWER
 JE0387'POLE, 2 FEET SOUTHEAST OF A CORNER FENCE POST, 1.0 FOOT NORTH
 JE0387'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE
 JE0387'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 JE0387'6 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 JE0387
 JE0387                          STATION RECOVERY (2005)
 JE0387
 JE0387'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 JE0387'WITNESS POST, 6-INCH TILE, AND BENCHMARK DISC HAVE BEEN HIT FROM THE
 JE0387'SOUTH AND ALL LEAN NORTH.  6-INCH TILE HAS BEEN PUSHED TIGHT AGAINST
 JE0387'DISC INSIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0940 ***********************************************************************
 JD0940  DESIGNATION -  D 268
 JD0940  PID         -  JD0940
 JD0940  STATE/COUNTY-  MO/MORGAN
 JD0940  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0940
 JD0940                         *CURRENT SURVEY CONTROL
 JD0940  ___________________________________________________________________
 JD0940* NAD 83(1986)-  38 39 25.     (N)    093 01 50.     (W)     SCALED    
 JD0940* NAVD 88     -       263.547  (meters)     864.65   (feet)  ADJUSTED  
 JD0940  ___________________________________________________________________
 JD0940  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0940  DYNAMIC HT  -         263.367 (meters)     864.06  (feet)  COMP
 JD0940  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 JD0940
 JD0940  VERT ORDER  -  SECOND    CLASS 0
 JD0940
 JD0940.The horizontal coordinates were scaled from a topographic map and have
 JD0940.an estimated accuracy of +/- 6 seconds.
 JD0940
 JD0940.The orthometric height was determined by differential leveling
 JD0940.and adjusted by the National Geodetic Survey in June 1991..
 JD0940
 JD0940.The geoid height was determined by GEOID03.
 JD0940
 JD0940.The dynamic height is computed by dividing the NAVD 88
 JD0940.geopotential number by the normal gravity value computed on the
 JD0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0940.degrees latitude (g = 980.6199 gals.).
 JD0940
 JD0940.The modeled gravity was interpolated from observed gravity values.
 JD0940
 JD0940;                    North         East    Units  Estimated Accuracy
 JD0940;SPC MO C     -   313,480.      453,820.      MT  (+/- 180 meters Scaled)
 JD0940
 JD0940                          SUPERSEDED SURVEY CONTROL
 JD0940
 JD0940  NGVD 29 (??/??/92)  263.44   (m)          864.3    (f) COMPUTED    2 0
 JD0940
 JD0940.Superseded values are not recommended for survey control.
 JD0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0940.See file dsdata.txt to determine how the superseded data were derived.
 JD0940
 JD0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC973787(NAD 83)
 JD0940_MARKER: DB = BENCH MARK DISK
 JD0940_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0940_SP_SET: 14 FEET
 JD0940_STAMPING: D 268 1963
 JD0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0940
 JD0940  HISTORY     - Date     Condition        Report By
 JD0940  HISTORY     - 1963     MONUMENTED       CGS
 JD0940
 JD0940                          STATION DESCRIPTION
 JD0940
 JD0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0940'4.6 MI SW FROM OTTERVILLE.
 JD0940'ABOUT 2.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0940'STATION AT OTTERVILLE, THENCE 2.2 MILES SOUTH ALONG STATE HIGHWAY
 JD0940'135, AT A WIRE GATE AT THE ENTRANCE TO A PASTURE, IN SECTION 20,
 JD0940'T 45 N, R 19 W, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JD0940'8 FEET NORTH OF A WIRE GATE AND PASTURE ENTRANCE, 6 INCHES WEST
 JD0940'OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET ABOVE
 JD0940'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JD0940'ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND ENCASED IN A 6-INCH
 JD0940'TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0985 ***********************************************************************
 JD0985  DESIGNATION -  D 269
 JD0985  PID         -  JD0985
 JD0985  STATE/COUNTY-  MO/PETTIS
 JD0985  USGS QUAD   -  PYRMONT (1961)
 JD0985
 JD0985                         *CURRENT SURVEY CONTROL
 JD0985  ___________________________________________________________________
 JD0985* NAD 83(1986)-  38 36 35.     (N)    093 04 44.     (W)     SCALED    
 JD0985* NAVD 88     -       273.021  (meters)     895.74   (feet)  ADJUSTED  
 JD0985  ___________________________________________________________________
 JD0985  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0985  DYNAMIC HT  -         272.831 (meters)     895.11  (feet)  COMP
 JD0985  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 JD0985
 JD0985  VERT ORDER  -  SECOND    CLASS 0
 JD0985
 JD0985.The horizontal coordinates were scaled from a topographic map and have
 JD0985.an estimated accuracy of +/- 6 seconds.
 JD0985
 JD0985.The orthometric height was determined by differential leveling
 JD0985.and adjusted by the National Geodetic Survey in June 1991..
 JD0985
 JD0985.The geoid height was determined by GEOID03.
 JD0985
 JD0985.The dynamic height is computed by dividing the NAVD 88
 JD0985.geopotential number by the normal gravity value computed on the
 JD0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0985.degrees latitude (g = 980.6199 gals.).
 JD0985
 JD0985.The modeled gravity was interpolated from observed gravity values.
 JD0985
 JD0985;                    North         East    Units  Estimated Accuracy
 JD0985;SPC MO C     -   308,270.      449,580.      MT  (+/- 180 meters Scaled)
 JD0985
 JD0985                          SUPERSEDED SURVEY CONTROL
 JD0985
 JD0985  NGVD 29 (??/??/92)  272.916  (m)          895.39   (f) ADJ UNCH    2 0
 JD0985
 JD0985.Superseded values are not recommended for survey control.
 JD0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0985.See file dsdata.txt to determine how the superseded data were derived.
 JD0985
 JD0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC931734(NAD 83)
 JD0985_MARKER: DB = BENCH MARK DISK
 JD0985_SETTING: 66 = SET IN ROCK OUTCROP
 JD0985_SP_SET: ROCK OUTCROP
 JD0985_STAMPING: D 269 1963
 JD0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0985+STABILITY: POSITION/ELEVATION WELL
 JD0985
 JD0985  HISTORY     - Date     Condition        Report By
 JD0985  HISTORY     - 1963     MONUMENTED       CGS
 JD0985
 JD0985                          STATION DESCRIPTION
 JD0985
 JD0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0985'8.4 MI S FROM SMITHTON.
 JD0985'ABOUT 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0985'THE STATION AT SMITHTON, THENCE 3.55 MILES SOUTH ALONG STATE
 JD0985'ROAD W, THENCE 2.85 MILES SOUTHEAST ALONG STATE ROAD DD, THENCE
 JD0985'1.75 MILES WEST ALONG A GRAVELED ROAD, ABOUT 0.1 MILE NORTHEAST
 JD0985'OF THE LAKE CREEK CHURCH, IN T 44 N, R 20 W, 31 FEET SOUTH OF
 JD0985'THE CENTER LINE OF THE ROAD, 7 FEET SOUTH OF A FENCE, 7.6 FEET
 JD0985'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A FLAT
 JD0985'SANDSTONE ROCK OUTCROP, ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE
 JD0985'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0989 ***********************************************************************
 GD0989  DESIGNATION -  D 27
 GD0989  PID         -  GD0989
 GD0989  STATE/COUNTY-  MO/NEW MADRID
 GD0989  USGS QUAD   -  NEW MADRID (1971)
 GD0989
 GD0989                         *CURRENT SURVEY CONTROL
 GD0989  ___________________________________________________________________
 GD0989* NAD 83(1986)-  36 32 25.     (N)    089 36 50.     (W)     SCALED    
 GD0989* NAVD 88     -        87.182  (meters)     286.03   (feet)  ADJUSTED  
 GD0989  ___________________________________________________________________
 GD0989  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GD0989  DYNAMIC HT  -          87.112 (meters)     285.80  (feet)  COMP
 GD0989  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 GD0989
 GD0989  VERT ORDER  -  SECOND    CLASS 0
 GD0989
 GD0989.The horizontal coordinates were scaled from a topographic map and have
 GD0989.an estimated accuracy of +/- 6 seconds.
 GD0989
 GD0989.The orthometric height was determined by differential leveling
 GD0989.and adjusted by the National Geodetic Survey in June 1991..
 GD0989
 GD0989.The geoid height was determined by GEOID03.
 GD0989
 GD0989.The dynamic height is computed by dividing the NAVD 88
 GD0989.geopotential number by the normal gravity value computed on the
 GD0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0989.degrees latitude (g = 980.6199 gals.).
 GD0989
 GD0989.The modeled gravity was interpolated from observed gravity values.
 GD0989
 GD0989;                    North         East    Units  Estimated Accuracy
 GD0989;SPC MO E     -    78,800.      329,340.      MT  (+/- 180 meters Scaled)
 GD0989
 GD0989                          SUPERSEDED SURVEY CONTROL
 GD0989
 GD0989  NGVD 29 (??/??/??)   87.090  (m)          285.73   (f) ADJUSTED    2 0
 GD0989
 GD0989.Superseded values are not recommended for survey control.
 GD0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0989.See file dsdata.txt to determine how the superseded data were derived.
 GD0989
 GD0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF660470(NAD 83)
 GD0989_MARKER: DB = BENCH MARK DISK
 GD0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0989_STAMPING: D 27 1933
 GD0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0989+STABILITY: SURFACE MOTION
 GD0989
 GD0989  HISTORY     - Date     Condition        Report By
 GD0989  HISTORY     - 1933     MONUMENTED       CGS
 GD0989  HISTORY     - 20020803 POOR             USACE
 GD0989
 GD0989                          STATION DESCRIPTION
 GD0989
 GD0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0989'3.3 MI S FROM LILBOURN.
 GD0989'3.3 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GD0989'CROSSING OF THE ST. LOUIS SOUTHWESTERN RAILWAY AT LILBOURN, NEW
 GD0989'MADRID COUNTY, 1.0 MILE SOUTH OF THE CROSSING OF U.S. HIGHWAY
 GD0989'62, 98 FEET SOUTH OF POLE 189/16, AT A ROAD CROSSING, 41.8 FEET
 GD0989'WEST OF THE CENTERLINE OF THE TRACK, AND 33 FEET SOUTH OF THE
 GD0989'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 27 1933 AND SET
 GD0989'IN THE TOP OF A CONCRETE POST.
 GD0989
 GD0989                          STATION RECOVERY (2002)
 GD0989
 GD0989'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0989'MARK HAS BEEN HIT, SLIGHT LEAN.
 GD0989'15.5 FT E OF POWERPOLE WITH GUIDE WIRE
 GD0989'2 FT N OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1049 ***********************************************************************
 JD1049  DESIGNATION -  D 270
 JD1049  PID         -  JD1049
 JD1049  STATE/COUNTY-  MO/PETTIS
 JD1049  USGS QUAD   -  BAHNER (1972)
 JD1049
 JD1049                         *CURRENT SURVEY CONTROL
 JD1049  ___________________________________________________________________
 JD1049* NAD 83(1986)-  38 35 59.     (N)    093 10 48.     (W)     SCALED    
 JD1049* NAVD 88     -       289.391  (meters)     949.44   (feet)  ADJUSTED  
 JD1049  ___________________________________________________________________
 JD1049  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1049  DYNAMIC HT  -         289.188 (meters)     948.78  (feet)  COMP
 JD1049  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 JD1049
 JD1049  VERT ORDER  -  SECOND    CLASS 0
 JD1049
 JD1049.The horizontal coordinates were scaled from a topographic map and have
 JD1049.an estimated accuracy of +/- 6 seconds.
 JD1049
 JD1049.The orthometric height was determined by differential leveling
 JD1049.and adjusted by the National Geodetic Survey in June 1991..
 JD1049
 JD1049.The geoid height was determined by GEOID03.
 JD1049
 JD1049.The dynamic height is computed by dividing the NAVD 88
 JD1049.geopotential number by the normal gravity value computed on the
 JD1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1049.degrees latitude (g = 980.6199 gals.).
 JD1049
 JD1049.The modeled gravity was interpolated from observed gravity values.
 JD1049
 JD1049;                    North         East    Units  Estimated Accuracy
 JD1049;SPC MO C     -   307,220.      440,770.      MT  (+/- 180 meters Scaled)
 JD1049
 JD1049                          SUPERSEDED SURVEY CONTROL
 JD1049
 JD1049  NGVD 29 (??/??/92)  289.283  (m)          949.09   (f) ADJ UNCH    2 0
 JD1049
 JD1049.Superseded values are not recommended for survey control.
 JD1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1049.See file dsdata.txt to determine how the superseded data were derived.
 JD1049
 JD1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC843723(NAD 83)
 JD1049_MARKER: DB = BENCH MARK DISK
 JD1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1049_STAMPING: D 270 1963
 JD1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1049+STABILITY: SURFACE MOTION
 JD1049
 JD1049  HISTORY     - Date     Condition        Report By
 JD1049  HISTORY     - 1963     MONUMENTED       CGS
 JD1049
 JD1049                          STATION DESCRIPTION
 JD1049
 JD1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1049'4.5 MI NE FROM SPRING FORK.
 JD1049'ABOUT 1.1 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD1049'SPRING FORK CREEK AT SPRING FORK, TNENCE 1.0 MILES NORTH ALONG
 JD1049'COUNTY ROAD U, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD,
 JD1049'THENCE 0.55 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.3 MILES
 JD1049'EAST ALONG A GRAVELED ROAD, AT A JUNCTION OF A T ROAD LEADING
 JD1049'NORTH, IN SECTION 12, T 44 N, R 21 W, 48 FEET SOUTH OF THE
 JD1049'CENTER LINE OF THE EAST-WEST ROAD, 26 FEET EAST OF THE CENTER
 JD1049'LINE OF THE T ROAD LEADING NORTH, 40 FEET SOUTHEAST OF A
 JD1049'TELEPHONE POLE BRACED BY TWO GUY WIRES, 1.2 FEET NORTH OF A
 JD1049'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JD1049'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1259 ***********************************************************************
 JD1259  DESIGNATION -  D 271
 JD1259  PID         -  JD1259
 JD1259  STATE/COUNTY-  MO/BENTON
 JD1259  USGS QUAD   -  LINCOLN SE (1983)
 JD1259
 JD1259                         *CURRENT SURVEY CONTROL
 JD1259  ___________________________________________________________________
 JD1259* NAD 83(1986)-  38 19 30.     (N)    093 20 30.     (W)     SCALED    
 JD1259* NAVD 88     -       262.776  (meters)     862.12   (feet)  ADJUSTED  
 JD1259  ___________________________________________________________________
 JD1259  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JD1259  DYNAMIC HT  -         262.592 (meters)     861.52  (feet)  COMP
 JD1259  MODELED GRAV-     979,922.1   (mgal)                       NAVD 88
 JD1259
 JD1259  VERT ORDER  -  SECOND    CLASS 0
 JD1259
 JD1259.The horizontal coordinates were scaled from a topographic map and have
 JD1259.an estimated accuracy of +/- 6 seconds.
 JD1259
 JD1259.The orthometric height was determined by differential leveling
 JD1259.and adjusted by the National Geodetic Survey in June 1991..
 JD1259
 JD1259.The geoid height was determined by GEOID03.
 JD1259
 JD1259.The dynamic height is computed by dividing the NAVD 88
 JD1259.geopotential number by the normal gravity value computed on the
 JD1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1259.degrees latitude (g = 980.6199 gals.).
 JD1259
 JD1259.The modeled gravity was interpolated from observed gravity values.
 JD1259
 JD1259;                    North         East    Units  Estimated Accuracy
 JD1259;SPC MO C     -   276,840.      426,410.      MT  (+/- 180 meters Scaled)
 JD1259
 JD1259                          SUPERSEDED SURVEY CONTROL
 JD1259
 JD1259  NGVD 29 (??/??/92)  262.651  (m)          861.71   (f) ADJ UNCH    2 0
 JD1259
 JD1259.Superseded values are not recommended for survey control.
 JD1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1259.See file dsdata.txt to determine how the superseded data were derived.
 JD1259
 JD1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC701419(NAD 83)
 JD1259_MARKER: DB = BENCH MARK DISK
 JD1259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1259_SP_SET: CULVERT
 JD1259_STAMPING: D 271 1963
 JD1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1259
 JD1259  HISTORY     - Date     Condition        Report By
 JD1259  HISTORY     - 1963     MONUMENTED       CGS
 JD1259
 JD1259                          STATION DESCRIPTION
 JD1259
 JD1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1259'5 MI S FROM LINCOLN.
 JD1259'0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINCOLN,
 JD1259'THENCE 4.7 MILES SOUTH ALONG U.S. HIGHWAY 65, IN SECTION 15,
 JD1259'T 41 N, R 22 W, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JD1259'0.55 MILE NORTH OF THE JUNCTION OF STATE ROAD BB, ABOUT LEVEL
 JD1259'WITH THE HIGHWAY, AND SET IN THE TOP AND CENTER OF THE EAST
 JD1259'CONCRETE HEADWALL OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1597 ***********************************************************************
 JD1597  DESIGNATION -  D 272
 JD1597  PID         -  JD1597
 JD1597  STATE/COUNTY-  MO/HENRY
 JD1597  USGS QUAD   -  LEESVILLE (1981)
 JD1597
 JD1597                         *CURRENT SURVEY CONTROL
 JD1597  ___________________________________________________________________
 JD1597* NAD 83(1986)-  38 19 07.     (N)    093 36 56.     (W)     SCALED    
 JD1597* NAVD 88     -       243.429  (meters)     798.65   (feet)  ADJUSTED  
 JD1597  ___________________________________________________________________
 JD1597  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JD1597  DYNAMIC HT  -         243.259 (meters)     798.09  (feet)  COMP
 JD1597  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 JD1597
 JD1597  VERT ORDER  -  SECOND    CLASS 0
 JD1597
 JD1597.The horizontal coordinates were scaled from a topographic map and have
 JD1597.an estimated accuracy of +/- 6 seconds.
 JD1597
 JD1597.The orthometric height was determined by differential leveling
 JD1597.and adjusted by the National Geodetic Survey in June 1991..
 JD1597
 JD1597.The geoid height was determined by GEOID03.
 JD1597
 JD1597.The dynamic height is computed by dividing the NAVD 88
 JD1597.geopotential number by the normal gravity value computed on the
 JD1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1597.degrees latitude (g = 980.6199 gals.).
 JD1597
 JD1597.The modeled gravity was interpolated from observed gravity values.
 JD1597
 JD1597;                    North         East    Units  Estimated Accuracy
 JD1597;SPC MO W     -   239,180.      927,340.      MT  (+/- 180 meters Scaled)
 JD1597
 JD1597                          SUPERSEDED SURVEY CONTROL
 JD1597
 JD1597  NGVD 29 (??/??/92)  243.304  (m)          798.24   (f) ADJ UNCH    2 0
 JD1597
 JD1597.Superseded values are not recommended for survey control.
 JD1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1597.See file dsdata.txt to determine how the superseded data were derived.
 JD1597
 JD1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC461413(NAD 83)
 JD1597_MARKER: DB = BENCH MARK DISK
 JD1597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1597_SP_SET: CULVERT
 JD1597_STAMPING: D 272 1963
 JD1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1597
 JD1597  HISTORY     - Date     Condition        Report By
 JD1597  HISTORY     - 1963     MONUMENTED       CGS
 JD1597
 JD1597                          STATION DESCRIPTION
 JD1597
 JD1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1597'4.2 MI NW FROM TIGHTWAD.
 JD1597'ABOUT 4.25 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE
 JD1597'SCHOOLHOUSE AT TIGHTWAD, 0.5 MILES SOUTH OF THE COMMUNITY HALL
 JD1597'IN THE SMALL COMMUNITY OF COAL, IN SECTION 30, T 41 N, R 24 W,
 JD1597'350 FEET SOUTHWEST OF THE CENTER LINE OF A LONG CURVE IN THE
 JD1597'HIGHWAY, 48 FEET SOUTH OF A POWER POLE, 13 FEET SOUTH OF THE
 JD1597'CENTER LINE OF A GRAVELED ROAD, ABOUT LEVEL WITH THE ROAD, AND
 JD1597'SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL
 JD1597'OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0156 ***********************************************************************
 KE0156  DESIGNATION -  D 273
 KE0156  PID         -  KE0156
 KE0156  STATE/COUNTY-  MO/JACKSON
 KE0156  USGS QUAD   -  INDEPENDENCE (1990)
 KE0156
 KE0156                         *CURRENT SURVEY CONTROL
 KE0156  ___________________________________________________________________
 KE0156* NAD 83(1986)-  39 05 36.     (N)    094 29 49.     (W)     SCALED    
 KE0156* NAVD 88     -       233.843  (meters)     767.20   (feet)  ADJUSTED  
 KE0156  ___________________________________________________________________
 KE0156  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE0156  DYNAMIC HT  -         233.693 (meters)     766.71  (feet)  COMP
 KE0156  MODELED GRAV-     979,980.8   (mgal)                       NAVD 88
 KE0156
 KE0156  VERT ORDER  -  FIRST     CLASS II
 KE0156
 KE0156.The horizontal coordinates were scaled from a topographic map and have
 KE0156.an estimated accuracy of +/- 6 seconds.
 KE0156
 KE0156.The orthometric height was determined by differential leveling
 KE0156.and adjusted by the National Geodetic Survey in June 1991..
 KE0156
 KE0156.The geoid height was determined by GEOID03.
 KE0156
 KE0156.The dynamic height is computed by dividing the NAVD 88
 KE0156.geopotential number by the normal gravity value computed on the
 KE0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0156.degrees latitude (g = 980.6199 gals.).
 KE0156
 KE0156.The modeled gravity was interpolated from observed gravity values.
 KE0156
 KE0156;                    North         East    Units  Estimated Accuracy
 KE0156;SPC MO W     -   324,810.      850,260.      MT  (+/- 180 meters Scaled)
 KE0156
 KE0156                          SUPERSEDED SURVEY CONTROL
 KE0156
 KE0156  NGVD 29 (??/??/92)  233.763  (m)          766.94   (f) ADJ UNCH    1 2
 KE0156
 KE0156.Superseded values are not recommended for survey control.
 KE0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0156.See file dsdata.txt to determine how the superseded data were derived.
 KE0156
 KE0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD705282(NAD 83)
 KE0156_MARKER: DB = BENCH MARK DISK
 KE0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0156_SP_SET: PIER
 KE0156_STAMPING: D 273 1966
 KE0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0156+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 KE0156
 KE0156  HISTORY     - Date     Condition        Report By
 KE0156  HISTORY     - 1966     MONUMENTED       CGS
 KE0156  HISTORY     - 20010331 GOOD             NGS
 KE0156  HISTORY     - 20040808 GOOD             GEOCAC
 KE0156
 KE0156                          STATION DESCRIPTION
 KE0156
 KE0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KE0156'AT KANSAS CITY.
 KE0156'AT KANSAS CITY, IN THE EASTERN PART OF THE CITY, UNDER THE TRUMAN
 KE0156'ROAD OVERPASS OVER THE MISSOURI PACIFIC RAILROAD, 21.3 FEET EAST
 KE0156'OF THE EAST RAIL, 35.7 FEET NORTH OF A SIGNAL LIGHT, SET VERTICALLY
 KE0156'IN THE WEST FACE OF THE MOST SOUTHERLY CONCRETE PIER WEST OF THE
 KE0156'EAST END OF THE OVERPASS, 2.1 FEET ABOVE THE LEVEL OF THE GROUND.
 KE0156
 KE0156                          STATION RECOVERY (2001)
 KE0156
 KE0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0156'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE0156
 KE0156                          STATION RECOVERY (2004)
 KE0156
 KE0156'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0156'AT KANSAS CITY, IN THE EASTERN PART OF THE CITY, UNDER THE TRUMAN ROAD
 KE0156'OVERPASS OVER THE UNION PACIFIC RAILROAD, 21.3 FEET EAST OF THE EAST
 KE0156'RAIL, SET VERTICALLY IN THE WEST FACE OF THE FIRST CONCRETE PIER EAST
 KE0156'OF THE UNION PACIFIC RAILROAD, 2.1 FEET ABOVE THE LEVEL OF THE GROUND.
 KE0156' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1099 ***********************************************************************
 GD1099  DESIGNATION -  D 274
 GD1099  PID         -  GD1099
 GD1099  STATE/COUNTY-  MO/NEW MADRID
 GD1099  USGS QUAD   -  POINT PLEASANT (1982)
 GD1099
 GD1099                         *CURRENT SURVEY CONTROL
 GD1099  ___________________________________________________________________
 GD1099* NAD 83(1997)-  36 24 09.25524(N)    089 32 26.51246(W)     ADJUSTED  
 GD1099* NAVD 88     -        91.872  (meters)     301.42   (feet)  ADJUSTED  
 GD1099  ___________________________________________________________________
 GD1099  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 GD1099  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GD1099  DYNAMIC HT  -          91.798 (meters)     301.17  (feet)  COMP
 GD1099  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 GD1099
 GD1099  HORZ ORDER  -  SECOND
 GD1099  VERT ORDER  -  FIRST     CLASS I
 GD1099
 GD1099.The horizontal coordinates were established by classical geodetic methods
 GD1099.and adjusted by the National Geodetic Survey in February 2000..
 GD1099
 GD1099.The orthometric height was determined by differential leveling
 GD1099.and adjusted by the National Geodetic Survey in June 1991..
 GD1099
 GD1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1099
 GD1099.The geoid height was determined by GEOID03.
 GD1099
 GD1099.The dynamic height is computed by dividing the NAVD 88
 GD1099.geopotential number by the normal gravity value computed on the
 GD1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1099.degrees latitude (g = 980.6199 gals.).
 GD1099
 GD1099.The modeled gravity was interpolated from observed gravity values.
 GD1099
 GD1099;                    North         East     Units Scale Factor Converg.
 GD1099;SPC MO E     -    63,586.586   336,047.942   MT  1.00002453   +0 34 09.6
 GD1099;UTM  16      - 4,031,599.998   272,160.132   MT  1.00023963   -1 30 30.4
 GD1099
 GD1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1099!SPC MO E     -   0.99999005  x   1.00002453  =   1.00001458
 GD1099!UTM  16      -   0.99999005  x   1.00023963  =   1.00022968
 GD1099
 GD1099                          SUPERSEDED SURVEY CONTROL
 GD1099
 GD1099  NAD 83(1997)-  36 24 09.25609(N)    089 32 26.51248(W) AD(       ) 2
 GD1099  NAD 83(1997)-  36 24 09.26289(N)    089 32 26.51065(W) AD(       ) 2
 GD1099  NAD 83(1997)-  36 24 09.26539(N)    089 32 26.51084(W) AD(       ) 2
 GD1099  NAD 83(1986)-  36 24 09.26649(N)    089 32 26.51076(W) AD(       ) 2
 GD1099  NAD 27      -  36 24 09.03551(N)    089 32 26.23626(W) AD(       ) 2
 GD1099  NGVD 29 (??/??/??)   91.767  (m)          301.07   (f) ADJUSTED    1 1
 GD1099
 GD1099.Superseded values are not recommended for survey control.
 GD1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1099.See file dsdata.txt to determine how the superseded data were derived.
 GD1099
 GD1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7216031600(NAD 83)
 GD1099_MARKER: DB = BENCH MARK DISK
 GD1099_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1099+WITH SETTING: INTO GROUND
 GD1099_SP_SET: METAL ROD WITH BASE PLATE
 GD1099_STAMPING: D 274 1976
 GD1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1099+STABILITY: SURFACE MOTION
 GD1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1099+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 GD1099
 GD1099  HISTORY     - Date     Condition        Report By
 GD1099  HISTORY     - 1976     MONUMENTED       NGS
 GD1099  HISTORY     - 1977     GOOD             NGS
 GD1099  HISTORY     - 20020716 GOOD             USACE
 GD1099
 GD1099                          STATION DESCRIPTION
 GD1099
 GD1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1099'23.2 MI NORTH FROM CARUTHERSVILLE.
 GD1099'23.15 MILES NORTH ALONG THE LEVEE FROM THE ST. FRANCES LEVEE
 GD1099'DISTRICT OFFICE, 15.7 MILES SOUTH OF THE JUNCTION OF STATE HIGH-
 GD1099'WAY WW AT NEW MADRID, 104.4 FEET NORTHEAST OF A FENCE AT THE TOE
 GD1099'OF LEVEE, 16 FEET SOUTHWEST OF THE CENTER OF TOP OF LEVEE, AND
 GD1099'ABOUT 0.2 MILE NORTHWEST OF A CROSS FENCE AND A SPUR LEVEE RUNNING
 GD1099'NORTHEAST.
 GD1099
 GD1099                          STATION RECOVERY (1977)
 GD1099
 GD1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1099'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF PORTAGEVILLE,
 GD1099'10-1/2 MILES SOUTH-SOUTHEAST OF MARSTON, 14 MILES NORTHEAST
 GD1099'OF HAYTI AND ON THE TOP OF A SET BACK LEVEE.  THE STATION IS
 GD1099'ON THE PROPERTY OF THE SAINT FRANCIS LEVEE DISTRICT.
 GD1099'
 GD1099'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE
 GD1099'162 AND
 GD1099'INTERSTATE HIGHWAY 55 AT THE EAST EDGE OF PORTAGEVILLE, GO
 GD1099'EAST ON STATE ROUTE 162 FOR 3.8 MILES TO A PAVED CROSSROAD,
 GD1099'STATE ROUTE TT.  TURN RIGHT ON STATE ROUTE TT FOR 2.15 MILES
 GD1099'TO A STOP SIGN.  CONTINUE STRAIGHT AHEAD ON STATE ROUTE T FOR
 GD1099'1.6 MILES TO A STOP SIGN AT END OF PAVED ROAD.  TURN LEFT ON
 GD1099'GRAVEL ROAD RUNNING ALONG NORTH SIDE OF LEVEE FOR 2.5 MILES
 GD1099'TO A DIRD ROAD RIGHT LEADING TO THE TOP OF THE LEVEE, TURN
 GD1099'RIGHT FOR 0.1 MILE TO TOP OF LEVEE, BEAR LEFT AND GO EAST
 GD1099'AND NORTH ON TOP OF LEVEE FOR 3.2 MILES TO THE MARK ON THE
 GD1099'LEFT.
 GD1099'
 GD1099'THE MARK, STAMPED---D 274 1976---, A STANDARD BENCH MARK DISK
 GD1099'CRIMPED TO THE TOP OF A 5/8-INCH ROD, 2 INCHES UNDERGROUND AND
 GD1099'SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS 16 FEET
 GD1099'SOUTHWEST OF THE APPROXIMATE CENTER OF LEVEE AND BETWEEN 2
 GD1099'WITNESS POSTS 1 FOOT ON EITHER SIDE OF MARK.
 GD1099'
 GD1099'A TRAVERSE TIE WAS MADE TO STATION RIDDLES.
 GD1099
 GD1099                          STATION RECOVERY (2002)
 GD1099
 GD1099'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1099'THE STATION IS LOCATED AT LMP 5 TO 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1228 ***********************************************************************
 HB1228  DESIGNATION -  D 275
 HB1228  PID         -  HB1228
 HB1228  STATE/COUNTY-  MO/SCOTT
 HB1228  USGS QUAD   -  THEBES SW (1993)
 HB1228
 HB1228                         *CURRENT SURVEY CONTROL
 HB1228  ___________________________________________________________________
 HB1228* NAD 83(1986)-  37 07 09.     (N)    089 26 38.     (W)     SCALED    
 HB1228* NAVD 88     -       104.332  (meters)     342.30   (feet)  ADJUSTED  
 HB1228  ___________________________________________________________________
 HB1228  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 HB1228  DYNAMIC HT  -         104.256 (meters)     342.05  (feet)  COMP
 HB1228  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 HB1228
 HB1228  VERT ORDER  -  FIRST     CLASS I
 HB1228
 HB1228.The horizontal coordinates were scaled from a topographic map and have
 HB1228.an estimated accuracy of +/- 6 seconds.
 HB1228
 HB1228.The orthometric height was determined by differential leveling
 HB1228.and adjusted by the National Geodetic Survey in June 1991..
 HB1228
 HB1228.The geoid height was determined by GEOID03.
 HB1228
 HB1228.The dynamic height is computed by dividing the NAVD 88
 HB1228.geopotential number by the normal gravity value computed on the
 HB1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1228.degrees latitude (g = 980.6199 gals.).
 HB1228
 HB1228.The modeled gravity was interpolated from observed gravity values.
 HB1228
 HB1228;                    North         East    Units  Estimated Accuracy
 HB1228;SPC MO E     -   143,200.      343,860.      MT  (+/- 180 meters Scaled)
 HB1228
 HB1228                          SUPERSEDED SURVEY CONTROL
 HB1228
 HB1228  NGVD 29 (??/??/??)  104.215  (m)          341.91   (f) ADJUSTED    1 1
 HB1228
 HB1228.Superseded values are not recommended for survey control.
 HB1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1228.See file dsdata.txt to determine how the superseded data were derived.
 HB1228
 HB1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG828108(NAD 83)
 HB1228_MARKER: DB = BENCH MARK DISK
 HB1228_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HB1228+WITH SETTING: INTO GROUND
 HB1228_SP_SET: METAL ROD WITH BASE PLATE
 HB1228_STAMPING: D 275 1976
 HB1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1228+STABILITY: SURFACE MOTION
 HB1228
 HB1228  HISTORY     - Date     Condition        Report By
 HB1228  HISTORY     - 1976     MONUMENTED       NGS
 HB1228
 HB1228                          STATION DESCRIPTION
 HB1228
 HB1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1228'2.8 MI SOUTH FROM COMMERCE.
 HB1228'2.8 MILES SOUTH ALONG THE LEVEE ROAD FROM THE BEGINNING OF THE
 HB1228'LEVEE AT COMMERCE, 84.5 FEET EAST OF A FENCE WHICH PARALLELS THE
 HB1228'WEST SIDE OF THE LEVEE, 25 FEET WEST OF THE CENTER OF THE LEVEE
 HB1228'ROAD, 1.7 FEET NORTH OF MILEPOST 7 OVER 8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1214 ***********************************************************************
 GD1214  DESIGNATION -  D 276
 GD1214  PID         -  GD1214
 GD1214  STATE/COUNTY-  MO/NEW MADRID
 GD1214  USGS QUAD   -  HENDERSON MOUND (1969)
 GD1214
 GD1214                         *CURRENT SURVEY CONTROL
 GD1214  ___________________________________________________________________
 GD1214* NAD 83(1986)-  36 38 01.     (N)    089 26 21.     (W)     SCALED    
 GD1214* NAVD 88     -        95.919  (meters)     314.69   (feet)  ADJUSTED  
 GD1214  ___________________________________________________________________
 GD1214  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD1214  DYNAMIC HT  -          95.844 (meters)     314.45  (feet)  COMP
 GD1214  MODELED GRAV-     979,848.4   (mgal)                       NAVD 88
 GD1214
 GD1214  VERT ORDER  -  FIRST     CLASS I
 GD1214
 GD1214.The horizontal coordinates were scaled from a topographic map and have
 GD1214.an estimated accuracy of +/- 6 seconds.
 GD1214
 GD1214.The orthometric height was determined by differential leveling
 GD1214.and adjusted by the National Geodetic Survey in June 1991..
 GD1214
 GD1214.The geoid height was determined by GEOID03.
 GD1214
 GD1214.The dynamic height is computed by dividing the NAVD 88
 GD1214.geopotential number by the normal gravity value computed on the
 GD1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1214.degrees latitude (g = 980.6199 gals.).
 GD1214
 GD1214.The modeled gravity was interpolated from observed gravity values.
 GD1214
 GD1214;                    North         East    Units  Estimated Accuracy
 GD1214;SPC MO E     -    89,320.      344,870.      MT  (+/- 180 meters Scaled)
 GD1214
 GD1214                          SUPERSEDED SURVEY CONTROL
 GD1214
 GD1214  NGVD 29 (??/??/??)   95.800  (m)          314.30   (f) ADJUSTED    1 1
 GD1214
 GD1214.Superseded values are not recommended for survey control.
 GD1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1214.See file dsdata.txt to determine how the superseded data were derived.
 GD1214
 GD1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF819570(NAD 83)
 GD1214_MARKER: DB = BENCH MARK DISK
 GD1214_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1214+WITH SETTING: INTO GROUND
 GD1214_SP_SET: METAL ROD WITH BASE PLATE
 GD1214_STAMPING: D 276 1976
 GD1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1214+STABILITY: SURFACE MOTION
 GD1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1214+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD1214
 GD1214  HISTORY     - Date     Condition        Report By
 GD1214  HISTORY     - 1976     MONUMENTED       NGS
 GD1214  HISTORY     - 20020813 GOOD             USACE
 GD1214
 GD1214                          STATION DESCRIPTION
 GD1214
 GD1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1214'6.1 MI NE FROM NEW MADRID.
 GD1214'6.1 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1214'THE JUNCTION OF VANDENVENDER AVENUE, 21.0 FEET WEST OF THE CENTER-
 GD1214'LINE OF A BLACKTOP ROAD ON THE LEVEE, 7.0 FEET EAST OF MILEPOST
 GD1214'29/30, AND 2.0 FEET EAST OF A BARBED WIRE FENCE PARALELL TO THE
 GD1214'TOP OF LEVEE.
 GD1214'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1214'FEET.  1 FOOT SOUTH OF A WITNESS POST.
 GD1214
 GD1214                          STATION RECOVERY (2002)
 GD1214
 GD1214'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1214'MARK HAS SLIGHT LEAN, BUT SHOULD HOLD ELEVATION WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1041 ***********************************************************************
 GD1041  DESIGNATION -  D 277
 GD1041  PID         -  GD1041
 GD1041  STATE/COUNTY-  MO/PEMISCOT
 GD1041  USGS QUAD   -  TENNEMO (1983)
 GD1041
 GD1041                         *CURRENT SURVEY CONTROL
 GD1041  ___________________________________________________________________
 GD1041* NAD 83(1986)-  36 09 44.     (N)    089 37 15.     (W)     SCALED    
 GD1041* NAVD 88     -        87.739  (meters)     287.86   (feet)  ADJUSTED  
 GD1041  ___________________________________________________________________
 GD1041  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1041  DYNAMIC HT  -          87.666 (meters)     287.62  (feet)  COMP
 GD1041  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 GD1041
 GD1041  VERT ORDER  -  FIRST     CLASS I
 GD1041
 GD1041.The horizontal coordinates were scaled from a topographic map and have
 GD1041.an estimated accuracy of +/- 6 seconds.
 GD1041
 GD1041.The orthometric height was determined by differential leveling
 GD1041.and adjusted by the National Geodetic Survey in June 1991..
 GD1041
 GD1041.The geoid height was determined by GEOID03.
 GD1041
 GD1041.The dynamic height is computed by dividing the NAVD 88
 GD1041.geopotential number by the normal gravity value computed on the
 GD1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1041.degrees latitude (g = 980.6199 gals.).
 GD1041
 GD1041.The modeled gravity was interpolated from observed gravity values.
 GD1041
 GD1041;                    North         East    Units  Estimated Accuracy
 GD1041;SPC MO E     -    36,850.      329,100.      MT  (+/- 180 meters Scaled)
 GD1041
 GD1041                          SUPERSEDED SURVEY CONTROL
 GD1041
 GD1041  NGVD 29 (??/??/??)   87.656  (m)          287.58   (f) ADJUSTED    1 1
 GD1041
 GD1041.Superseded values are not recommended for survey control.
 GD1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1041.See file dsdata.txt to determine how the superseded data were derived.
 GD1041
 GD1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF642051(NAD 83)
 GD1041_MARKER: DB = BENCH MARK DISK
 GD1041_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1041+WITH SETTING: INTO GROUND
 GD1041_SP_SET: METAL ROD WITH BASE PLATE
 GD1041_STAMPING: D 277 1976
 GD1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1041+STABILITY: SURFACE MOTION
 GD1041
 GD1041  HISTORY     - Date     Condition        Report By
 GD1041  HISTORY     - 1976     MONUMENTED       NGS
 GD1041
 GD1041                          STATION DESCRIPTION
 GD1041
 GD1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1041'3.6 MI SOUTH FROM CARUTHERSVILLE.
 GD1041'3.6 MILES SOUTH ALONG THE LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1041'OFFICE, 20.9 FEET WEST OF THE CENTER OF THE LEVEE, AND 5.0 FEET
 GD1041'SOUTH OF MILEPOST 31/32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1266 ***********************************************************************
 GD1266  DESIGNATION -  D 278
 GD1266  PID         -  GD1266
 GD1266  STATE/COUNTY-  MO/MISSISSIPPI
 GD1266  USGS QUAD   -  CHARLESTON (1993)
 GD1266
 GD1266                         *CURRENT SURVEY CONTROL
 GD1266  ___________________________________________________________________
 GD1266* NAD 83(1986)-  36 59 24.     (N)    089 15 13.     (W)     SCALED    
 GD1266* NAVD 88     -       103.564  (meters)     339.78   (feet)  ADJUSTED  
 GD1266  ___________________________________________________________________
 GD1266  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1266  DYNAMIC HT  -         103.487 (meters)     339.52  (feet)  COMP
 GD1266  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 GD1266
 GD1266  VERT ORDER  -  FIRST     CLASS I
 GD1266
 GD1266.The horizontal coordinates were scaled from a topographic map and have
 GD1266.an estimated accuracy of +/- 6 seconds.
 GD1266
 GD1266.The orthometric height was determined by differential leveling
 GD1266.and adjusted by the National Geodetic Survey in June 1991..
 GD1266
 GD1266.The geoid height was determined by GEOID03.
 GD1266
 GD1266.The dynamic height is computed by dividing the NAVD 88
 GD1266.geopotential number by the normal gravity value computed on the
 GD1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1266.degrees latitude (g = 980.6199 gals.).
 GD1266
 GD1266.The modeled gravity was interpolated from observed gravity values.
 GD1266
 GD1266;                    North         East    Units  Estimated Accuracy
 GD1266;SPC MO E     -   129,070.      360,950.      MT  (+/- 180 meters Scaled)
 GD1266
 GD1266                          SUPERSEDED SURVEY CONTROL
 GD1266
 GD1266  NGVD 29 (??/??/??)  103.446  (m)          339.39   (f) ADJUSTED    1 1
 GD1266
 GD1266.Superseded values are not recommended for survey control.
 GD1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1266.See file dsdata.txt to determine how the superseded data were derived.
 GD1266
 GD1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF994961(NAD 83)
 GD1266_MARKER: DB = BENCH MARK DISK
 GD1266_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1266_SP_SET: COPPER-CLAD STEEL ROD
 GD1266_STAMPING: D 278 1976
 GD1266_MARK LOGO: NGS   
 GD1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1266+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 GD1266
 GD1266  HISTORY     - Date     Condition        Report By
 GD1266  HISTORY     - 1976     MONUMENTED       NGS
 GD1266  HISTORY     - 20000920 GOOD             USE
 GD1266
 GD1266                          STATION DESCRIPTION
 GD1266
 GD1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1266'7.95 MI NE FROM BIRDS POINT.
 GD1266'7.95 MIILES NORTH ALONG THE LEVEE TO COMMERCE FROM THE INTERSECTION
 GD1266'OF THE LEVEES AT BIRDS POINT, 83.0 FT SOUTH OF A CONCRETE DAM, 44.8
 GD1266'FT NORTH OF MILEPOST 24/25, 9.4 FT SW OF THE ROAD ON TOP OF THE LEVEE
 GD1266'74.5 FT NE OF THE NORTH CORNER OF A HORSE PEN, 0.05 MI NE OF THE
 GD1266'NE OFTHE INTERSECTION OF THE LEVEE TOE ROAD AND STATE HIGHWAY LJ7,
 GD1266'4.0 FT SW OF THE SW SUPPORT POLE OF AN ALUMINUM GATE.
 GD1266'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 104
 GD1266'FEET.  ABOUT LEVEL WITH THE TOP OF A LEVEE.  1 FEET NORTHWEST OF A
 GD1266'QITNESS POST.
 GD1266
 GD1266                          STATION RECOVERY (2000)
 GD1266
 GD1266'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1023 ***********************************************************************
 GD1023  DESIGNATION -  D 279
 GD1023  PID         -  GD1023
 GD1023  STATE/COUNTY-  MO/PEMISCOT
 GD1023  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1023
 GD1023                         *CURRENT SURVEY CONTROL
 GD1023  ___________________________________________________________________
 GD1023* NAD 83(1986)-  36 05 20.     (N)    089 41 13.     (W)     SCALED    
 GD1023* NAVD 88     -        85.642  (meters)     280.98   (feet)  ADJUSTED  
 GD1023  ___________________________________________________________________
 GD1023  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD1023  DYNAMIC HT  -          85.571 (meters)     280.74  (feet)  COMP
 GD1023  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 GD1023
 GD1023  VERT ORDER  -  FIRST     CLASS I
 GD1023
 GD1023.The horizontal coordinates were scaled from a topographic map and have
 GD1023.an estimated accuracy of +/- 6 seconds.
 GD1023
 GD1023.The orthometric height was determined by differential leveling
 GD1023.and adjusted by the National Geodetic Survey in March 1998..
 GD1023
 GD1023.The geoid height was determined by GEOID03.
 GD1023
 GD1023.The dynamic height is computed by dividing the NAVD 88
 GD1023.geopotential number by the normal gravity value computed on the
 GD1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1023.degrees latitude (g = 980.6199 gals.).
 GD1023
 GD1023.The modeled gravity was interpolated from observed gravity values.
 GD1023
 GD1023;                    North         East    Units  Estimated Accuracy
 GD1023;SPC MO E     -    28,660.      323,220.      MT  (+/- 180 meters Scaled)
 GD1023
 GD1023                          SUPERSEDED SURVEY CONTROL
 GD1023
 GD1023  NAVD 88 (06/15/91)   85.669  (m)          281.07   (f) UNKNOWN     1 1
 GD1023  NGVD 29 (??/??/??)   85.591  (m)          280.81   (f) ADJUSTED    1 1
 GD1023
 GD1023.Superseded values are not recommended for survey control.
 GD1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1023.See file dsdata.txt to determine how the superseded data were derived.
 GD1023
 GD1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE580971(NAD 83)
 GD1023_MARKER: DV = VERTICAL CONTROL DISK
 GD1023_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1023+WITH SETTING: INTO GROUND
 GD1023_SP_SET: METAL ROD WITH BASE PLATE
 GD1023_STAMPING: D 279 1976
 GD1023_MARK LOGO: NGS   
 GD1023_PROJECTION: FLUSH
 GD1023_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1023+STABILITY: SURFACE MOTION
 GD1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1023+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD1023_ROD/PIPE-DEPTH: 1.22 meters
 GD1023
 GD1023  HISTORY     - Date     Condition        Report By
 GD1023  HISTORY     - 1976     MONUMENTED       NGS
 GD1023  HISTORY     - 19970721 GOOD             MODNR
 GD1023  HISTORY     - 20000101 GOOD             USACE
 GD1023  HISTORY     - 20020730 GOOD             USACE
 GD1023  HISTORY     - 20020816 GOOD             NGS
 GD1023
 GD1023                          STATION DESCRIPTION
 GD1023
 GD1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1023'10.6 MI NE FROM HUFFMAN.
 GD1023'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 GD1023'WAYS 137 AND 150 AT HUFFMAN, THENCE 10.45 MILE NORTHEAST ALONG
 GD1023'THE LEVEE, 11.0 MILES SOUTHEAST ALONG THE LEVEE FROM THE ST. FRANCIS
 GD1023'LEVEE DISTRICT OFFICE AT CARUTHERSVILLE, 21 FEET WEST OF THE CENTER
 GD1023'OF LEVEE, AND 5.7 FEET SOUTH OF MILEPOST 39/40.  1 FOOT BELOW LEVEE.
 GD1023'1 FOOT NORTH OF A WITNESS POST.
 GD1023
 GD1023                          STATION RECOVERY (1997)
 GD1023
 GD1023'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 GD1023'RECOVERED AS DESCRIBED.
 GD1023
 GD1023                          STATION RECOVERY (2000)
 GD1023
 GD1023'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000
 GD1023'MARK WAS RECOVERED IN GOOD CONDITION.
 GD1023
 GD1023                          STATION RECOVERY (2002)
 GD1023
 GD1023'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1023'RECOVERED IN GOOD CONDITION.
 GD1023
 GD1023                          STATION RECOVERY (2002)
 GD1023
 GD1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 GD1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0400 ***********************************************************************
 GE0400  DESIGNATION -  D 28
 GE0400  PID         -  GE0400
 GE0400  STATE/COUNTY-  MO/BUTLER
 GE0400  USGS QUAD   -  NAYLOR (1979)
 GE0400
 GE0400                         *CURRENT SURVEY CONTROL
 GE0400  ___________________________________________________________________
 GE0400* NAD 83(1986)-  36 31 09.     (N)    090 30 41.     (W)     SCALED    
 GE0400* NAVD 88     -        90.198  (meters)     295.92   (feet)  ADJUSTED  
 GE0400  ___________________________________________________________________
 GE0400  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GE0400  DYNAMIC HT  -          90.125 (meters)     295.69  (feet)  COMP
 GE0400  MODELED GRAV-     979,823.1   (mgal)                       NAVD 88
 GE0400
 GE0400  VERT ORDER  -  FIRST     CLASS II
 GE0400
 GE0400.The horizontal coordinates were scaled from a topographic map and have
 GE0400.an estimated accuracy of +/- 6 seconds.
 GE0400
 GE0400.The orthometric height was determined by differential leveling
 GE0400.and adjusted by the National Geodetic Survey in June 1991..
 GE0400
 GE0400.The geoid height was determined by GEOID03.
 GE0400
 GE0400.The dynamic height is computed by dividing the NAVD 88
 GE0400.geopotential number by the normal gravity value computed on the
 GE0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0400.degrees latitude (g = 980.6199 gals.).
 GE0400
 GE0400.The modeled gravity was interpolated from observed gravity values.
 GE0400
 GE0400;                    North         East    Units  Estimated Accuracy
 GE0400;SPC MO E     -    76,100.      248,980.      MT  (+/- 180 meters Scaled)
 GE0400
 GE0400                          SUPERSEDED SURVEY CONTROL
 GE0400
 GE0400  NGVD 29 (??/??/92)   90.186  (m)          295.89   (f) ADJ UNCH    1 2
 GE0400
 GE0400.Superseded values are not recommended for survey control.
 GE0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0400.See file dsdata.txt to determine how the superseded data were derived.
 GE0400
 GE0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA228444(NAD 83)
 GE0400_MARKER: DB = BENCH MARK DISK
 GE0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0400_STAMPING: D 28 1933
 GE0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0400+STABILITY: SURFACE MOTION
 GE0400
 GE0400  HISTORY     - Date     Condition        Report By
 GE0400  HISTORY     - 1933     MONUMENTED       CGS
 GE0400  HISTORY     - 1956     GOOD             NGS
 GE0400  HISTORY     - 20020321 MARK NOT FOUND   USACE
 GE0400
 GE0400                          STATION DESCRIPTION
 GE0400
 GE0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0400'3.1 MI S FROM NEELYVILLE.
 GE0400'ABOUT 3.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0400'THE STATION AT NEELYVILLE, ABOUT 16 TELEPHONE POLES NORTH OF
 GE0400'MILE POLE 184, AT AN EAST-WEST ROAD CROSSING, 44 1/2 FEET EAST
 GE0400'OF EAST RAIL, 56 FEET NORTHEAST OF CENTER OF ROAD CROSSING, 31
 GE0400'FEET NORTH OF CENTER LINE OF ROAD, 67 FEET SOUTH OF TELEPHONE
 GE0400'POLE NO. 183/24, 3 FEET WEST OF A FENCE LINE, ABOUT 4 1/2 FEET
 GE0400'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0400'PROJECTING 2 INCHES.
 GE0400
 GE0400                          STATION RECOVERY (2002)
 GE0400
 GE0400'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0400'THIS STATION IS NOW A PILE OF DIRT FULL AND ROCK FROM DITCH CLEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2322 ***********************************************************************
 JD2322  DESIGNATION -  D 280
 JD2322  PID         -  JD2322
 JD2322  STATE/COUNTY-  MO/JOHNSON
 JD2322  USGS QUAD   -  CENTERVIEW (1954)
 JD2322
 JD2322                         *CURRENT SURVEY CONTROL
 JD2322  ___________________________________________________________________
 JD2322* NAD 83(1986)-  38 42 04.     (N)    093 52 00.     (W)     SCALED    
 JD2322* NAVD 88     -       254.016  (meters)     833.38   (feet)  ADJUSTED  
 JD2322  ___________________________________________________________________
 JD2322  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD2322  DYNAMIC HT  -         253.843 (meters)     832.82  (feet)  COMP
 JD2322  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 JD2322
 JD2322  VERT ORDER  -  SECOND    CLASS 0
 JD2322
 JD2322.The horizontal coordinates were scaled from a topographic map and have
 JD2322.an estimated accuracy of +/- 6 seconds.
 JD2322
 JD2322.The orthometric height was determined by differential leveling
 JD2322.and adjusted by the National Geodetic Survey in June 1991..
 JD2322
 JD2322.The geoid height was determined by GEOID03.
 JD2322
 JD2322.The dynamic height is computed by dividing the NAVD 88
 JD2322.geopotential number by the normal gravity value computed on the
 JD2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2322.degrees latitude (g = 980.6199 gals.).
 JD2322
 JD2322.The modeled gravity was interpolated from observed gravity values.
 JD2322
 JD2322;                    North         East    Units  Estimated Accuracy
 JD2322;SPC MO W     -   281,460.      905,090.      MT  (+/- 180 meters Scaled)
 JD2322
 JD2322                          SUPERSEDED SURVEY CONTROL
 JD2322
 JD2322  NGVD 29 (??/??/92)  253.914  (m)          833.05   (f) ADJ UNCH    2 0
 JD2322
 JD2322.Superseded values are not recommended for survey control.
 JD2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2322.See file dsdata.txt to determine how the superseded data were derived.
 JD2322
 JD2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC246839(NAD 83)
 JD2322_MARKER: DB = BENCH MARK DISK
 JD2322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2322_SP_SET: CULVERT
 JD2322_STAMPING: D 280 1963
 JD2322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2322
 JD2322  HISTORY     - Date     Condition        Report By
 JD2322  HISTORY     - 1963     MONUMENTED       CGS
 JD2322  HISTORY     - 20060707 GOOD             INDIV
 JD2322
 JD2322                          STATION DESCRIPTION
 JD2322
 JD2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2322'4.2 MI SW FROM CENTERVIEW.
 JD2322'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD2322'RAILROAD CROSSING AT CENTERVIEW, THENCE 0.2 MILES SOUTH ACROSS A
 JD2322'FIELD, THENCE 2.6 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE
 JD2322'0.25 MILE WEST ALONG STATE HIGHWAY 52, THENCE 0.35 MILE SOUTH
 JD2322'ALONG A GRAVELED COUNTY ROAD, IN S 14, R 27 W, T 45 N, SET IN THE
 JD2322'TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A 6 X 6
 JD2322'FOOT CONCRETE CULVERT UNDER THE ROAD, 12 FEET WEST OF THE
 JD2322'CENTERLINE OF THE ROAD, 0.5 FOOT NORTH OF THE SOUTH EDGE OF THE
 JD2322'HEADWALL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 JD2322
 JD2322                          STATION RECOVERY (2006)
 JD2322
 JD2322'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0519 ***********************************************************************
 JD0519  DESIGNATION -  D 281
 JD0519  PID         -  JD0519
 JD0519  STATE/COUNTY-  MO/COOPER
 JD0519  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0519
 JD0519                         *CURRENT SURVEY CONTROL
 JD0519  ___________________________________________________________________
 JD0519* NAD 83(1986)-  38 56 53.     (N)    092 46 31.     (W)     SCALED    
 JD0519* NAVD 88     -       226.913  (meters)     744.46   (feet)  ADJUSTED  
 JD0519  ___________________________________________________________________
 JD0519  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0519  DYNAMIC HT  -         226.767 (meters)     743.98  (feet)  COMP
 JD0519  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 JD0519
 JD0519  VERT ORDER  -  SECOND    CLASS 0
 JD0519
 JD0519.The horizontal coordinates were scaled from a topographic map and have
 JD0519.an estimated accuracy of +/- 6 seconds.
 JD0519
 JD0519.The orthometric height was determined by differential leveling
 JD0519.and adjusted by the National Geodetic Survey in June 1991..
 JD0519
 JD0519.The geoid height was determined by GEOID03.
 JD0519
 JD0519.The dynamic height is computed by dividing the NAVD 88
 JD0519.geopotential number by the normal gravity value computed on the
 JD0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0519.degrees latitude (g = 980.6199 gals.).
 JD0519
 JD0519.The modeled gravity was interpolated from observed gravity values.
 JD0519
 JD0519;                    North         East    Units  Estimated Accuracy
 JD0519;SPC MO C     -   345,700.      476,140.      MT  (+/- 180 meters Scaled)
 JD0519
 JD0519                          SUPERSEDED SURVEY CONTROL
 JD0519
 JD0519  NGVD 29 (??/??/92)  226.865  (m)          744.31   (f) ADJ UNCH    2 0
 JD0519
 JD0519.Superseded values are not recommended for survey control.
 JD0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0519.See file dsdata.txt to determine how the superseded data were derived.
 JD0519
 JD0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD194110(NAD 83)
 JD0519_MARKER: DB = BENCH MARK DISK
 JD0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0519_SP_SET: BRIDGE
 JD0519_STAMPING: D 281 1962
 JD0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0519
 JD0519  HISTORY     - Date     Condition        Report By
 JD0519  HISTORY     - 1962     MONUMENTED       CGS
 JD0519
 JD0519                          STATION DESCRIPTION
 JD0519
 JD0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0519'2.7 MI SW FROM BOONVILLE.
 JD0519'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 JD0519'FROM THE STATION AT BOONVILLE, SET VERTICALLY IN THE SOUTHEAST
 JD0519'FACE OF A CONCRETE FOUNDATION FOR A BRIDGE SUPPORT, 10.5 FEET
 JD0519'NORTHWEST OF THE NORTHWEST RAIL, 1.2 FEET SOUTHWEST OF THE
 JD0519'NORTHEAST CORNER OF A BRIDGE SUPPORT, AND 1.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0735 ***********************************************************************
 JD0735  DESIGNATION -  D 282
 JD0735  PID         -  JD0735
 JD0735  STATE/COUNTY-  MO/SALINE
 JD0735  USGS QUAD   -  LONGWOOD (1979)
 JD0735
 JD0735                         *CURRENT SURVEY CONTROL
 JD0735  ___________________________________________________________________
 JD0735* NAD 83(1986)-  38 58 11.     (N)    093 14 54.     (W)     SCALED    
 JD0735* NAVD 88     -       195.177  (meters)     640.34   (feet)  ADJUSTED  
 JD0735  ___________________________________________________________________
 JD0735  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0735  DYNAMIC HT  -         195.054 (meters)     639.94  (feet)  COMP
 JD0735  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JD0735
 JD0735  VERT ORDER  -  SECOND    CLASS 0
 JD0735
 JD0735.The horizontal coordinates were scaled from a topographic map and have
 JD0735.an estimated accuracy of +/- 6 seconds.
 JD0735
 JD0735.The orthometric height was determined by differential leveling
 JD0735.and adjusted by the National Geodetic Survey in June 1991..
 JD0735
 JD0735.The geoid height was determined by GEOID03.
 JD0735
 JD0735.The dynamic height is computed by dividing the NAVD 88
 JD0735.geopotential number by the normal gravity value computed on the
 JD0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0735.degrees latitude (g = 980.6199 gals.).
 JD0735
 JD0735.The modeled gravity was interpolated from observed gravity values.
 JD0735
 JD0735;                    North         East    Units  Estimated Accuracy
 JD0735;SPC MO C     -   348,340.      435,150.      MT  (+/- 180 meters Scaled)
 JD0735
 JD0735                          SUPERSEDED SURVEY CONTROL
 JD0735
 JD0735  NGVD 29 (??/??/92)  195.094  (m)          640.07   (f) ADJ UNCH    2 0
 JD0735
 JD0735.Superseded values are not recommended for survey control.
 JD0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0735.See file dsdata.txt to determine how the superseded data were derived.
 JD0735
 JD0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD784134(NAD 83)
 JD0735_MARKER: DB = BENCH MARK DISK
 JD0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0735_SP_SET: CULVERT
 JD0735_STAMPING: D 282 1962
 JD0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0735
 JD0735  HISTORY     - Date     Condition        Report By
 JD0735  HISTORY     - 1962     MONUMENTED       CGS
 JD0735
 JD0735                          STATION DESCRIPTION
 JD0735
 JD0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0735'10.4 MI E FROM SWEET SPRINGS.
 JD0735'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0735'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 9.6 MILES
 JD0735'EAST ALONG INTERSTATE 70, IN THE WEST END OF THE SOUTH CONCRETE
 JD0735'HEADWALL OF A 10 X 5 CONCRETE CULVERT, 26 FEET SOUTH OF THE
 JD0735'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 1.8 FEET EAST OF THE
 JD0735'WEST END OF THE HEADWALL, ABOUT 1 FOOT LOWER THAN THE ROAD,
 JD0735'A DISK DRILLED HORIZONTALLY IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1842 ***********************************************************************
 JD1842  DESIGNATION -  D 283
 JD1842  PID         -  JD1842
 JD1842  STATE/COUNTY-  MO/LAFAYETTE
 JD1842  USGS QUAD   -  CONCORDIA (1981)
 JD1842
 JD1842                         *CURRENT SURVEY CONTROL
 JD1842  ___________________________________________________________________
 JD1842* NAD 83(1986)-  38 58 59.     (N)    093 35 18.     (W)     SCALED    
 JD1842* NAVD 88     -       242.352  (meters)     795.12   (feet)  ADJUSTED  
 JD1842  ___________________________________________________________________
 JD1842  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1842  DYNAMIC HT  -         242.196 (meters)     794.60  (feet)  COMP
 JD1842  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 JD1842
 JD1842  VERT ORDER  -  SECOND    CLASS 0
 JD1842
 JD1842.The horizontal coordinates were scaled from a topographic map and have
 JD1842.an estimated accuracy of +/- 6 seconds.
 JD1842
 JD1842.The orthometric height was determined by differential leveling
 JD1842.and adjusted by the National Geodetic Survey in June 1991..
 JD1842
 JD1842.The geoid height was determined by GEOID03.
 JD1842
 JD1842.The dynamic height is computed by dividing the NAVD 88
 JD1842.geopotential number by the normal gravity value computed on the
 JD1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1842.degrees latitude (g = 980.6199 gals.).
 JD1842
 JD1842.The modeled gravity was interpolated from observed gravity values.
 JD1842
 JD1842;                    North         East    Units  Estimated Accuracy
 JD1842;SPC MO W     -   312,960.      928,990.      MT  (+/- 180 meters Scaled)
 JD1842
 JD1842                          SUPERSEDED SURVEY CONTROL
 JD1842
 JD1842  NGVD 29 (??/??/92)  242.263  (m)          794.82   (f) ADJ UNCH    2 0
 JD1842
 JD1842.Superseded values are not recommended for survey control.
 JD1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1842.See file dsdata.txt to determine how the superseded data were derived.
 JD1842
 JD1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD490150(NAD 83)
 JD1842_MARKER: DB = BENCH MARK DISK
 JD1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1842_STAMPING: D 283 1962
 JD1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1842+STABILITY: SURFACE MOTION
 JD1842
 JD1842  HISTORY     - Date     Condition        Report By
 JD1842  HISTORY     - 1962     MONUMENTED       CGS
 JD1842  HISTORY     - 1963     GOOD             NGS
 JD1842  HISTORY     - 20050711 MARK NOT FOUND   MODNR
 JD1842
 JD1842                          STATION DESCRIPTION
 JD1842
 JD1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1842'1.1 MI W FROM CONCORDIA.
 JD1842'ABOUT 1.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD
 JD1842'FROM THE STATION AT CONCORDIA, 12 FEET WEST OF MILEPOLE 221,
 JD1842'117 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 35 FEET
 JD1842'NORTH OF THE NORTH RAIL, 1.0 FOOT EAST OF A WITNESS POST, ABOUT
 JD1842'6 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 JD1842'A CONCRETE POST PROJECTING 0.6 FOOT.
 JD1842
 JD1842                          STATION RECOVERY (1963)
 JD1842
 JD1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1842'RECOVERED IN GOOD CONDITION.
 JD1842
 JD1842                          STATION RECOVERY (2005)
 JD1842
 JD1842'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 JD1842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0681 ***********************************************************************
 KD0681  DESIGNATION -  D 284
 KD0681  PID         -  KD0681
 KD0681  STATE/COUNTY-  MO/LAFAYETTE
 KD0681  USGS QUAD   -  ALMA (1978)
 KD0681
 KD0681                         *CURRENT SURVEY CONTROL
 KD0681  ___________________________________________________________________
 KD0681* NAD 83(1986)-  39 02 15.     (N)    093 32 24.     (W)     SCALED    
 KD0681* NAVD 88     -       236.565  (meters)     776.13   (feet)  ADJUSTED  
 KD0681  ___________________________________________________________________
 KD0681  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD0681  DYNAMIC HT  -         236.413 (meters)     775.63  (feet)  COMP
 KD0681  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 KD0681
 KD0681  VERT ORDER  -  SECOND    CLASS 0
 KD0681
 KD0681.The horizontal coordinates were scaled from a topographic map and have
 KD0681.an estimated accuracy of +/- 6 seconds.
 KD0681
 KD0681.The orthometric height was determined by differential leveling
 KD0681.and adjusted by the National Geodetic Survey in June 1991..
 KD0681
 KD0681.The geoid height was determined by GEOID03.
 KD0681
 KD0681.The dynamic height is computed by dividing the NAVD 88
 KD0681.geopotential number by the normal gravity value computed on the
 KD0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0681.degrees latitude (g = 980.6199 gals.).
 KD0681
 KD0681.The modeled gravity was interpolated from observed gravity values.
 KD0681
 KD0681;                    North         East    Units  Estimated Accuracy
 KD0681;SPC MO W     -   319,050.      933,110.      MT  (+/- 180 meters Scaled)
 KD0681
 KD0681                          SUPERSEDED SURVEY CONTROL
 KD0681
 KD0681  NGVD 29 (??/??/92)  236.475  (m)          775.84   (f) ADJ UNCH    2 0
 KD0681
 KD0681.Superseded values are not recommended for survey control.
 KD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0681.See file dsdata.txt to determine how the superseded data were derived.
 KD0681
 KD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD532210(NAD 83)
 KD0681_MARKER: DB = BENCH MARK DISK
 KD0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0681_STAMPING: D 284 1962
 KD0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0681+STABILITY: SURFACE MOTION
 KD0681
 KD0681  HISTORY     - Date     Condition        Report By
 KD0681  HISTORY     - 1962     MONUMENTED       CGS
 KD0681
 KD0681                          STATION DESCRIPTION
 KD0681
 KD0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0681'5.2 MI N FROM CONCORDIA.
 KD0681'0.55 MILE EAST ALONG THE MISSOURI PACIFIC RIALROAD FROM THE STATION
 KD0681'AT CONCORDIA, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, THENCE 0.25
 KD0681'MILE EAST ALONG OLD U.S. HIGHWAY 40, THENCE 1.0 MILE NORTH ALONG
 KD0681'A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 KD0681'2.45 MILES NORTH ALONG A GRAVELED ROAD, 31 FEET SOUTHWEST OF THE
 KD0681'CENTER OF A DIRT ROAD INTERSECTION, 25 FEET WEST OF THE CENTERLINE
 KD0681'OF THE ROAD, 13 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 2.5
 KD0681'FEET NORTHWEST OF A POWER POLE, 2.0 FEET EAST OF A WITNESS POST,
 KD0681'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KD0681'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0452 ***********************************************************************
 KD0452  DESIGNATION -  D 285
 KD0452  PID         -  KD0452
 KD0452  STATE/COUNTY-  MO/SALINE
 KD0452  USGS QUAD   -  BLACKBURN (1978)
 KD0452
 KD0452                         *CURRENT SURVEY CONTROL
 KD0452  ___________________________________________________________________
 KD0452* NAD 83(1986)-  39 04 03.     (N)    093 24 51.     (W)     SCALED    
 KD0452* NAVD 88     -       236.189  (meters)     774.90   (feet)  ADJUSTED  
 KD0452  ___________________________________________________________________
 KD0452  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0452  DYNAMIC HT  -         236.040 (meters)     774.41  (feet)  COMP
 KD0452  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 KD0452
 KD0452  VERT ORDER  -  FIRST     CLASS II
 KD0452
 KD0452.The horizontal coordinates were scaled from a topographic map and have
 KD0452.an estimated accuracy of +/- 6 seconds.
 KD0452
 KD0452.The orthometric height was determined by differential leveling
 KD0452.and adjusted by the National Geodetic Survey in June 1991..
 KD0452
 KD0452.The geoid height was determined by GEOID03.
 KD0452
 KD0452.The dynamic height is computed by dividing the NAVD 88
 KD0452.geopotential number by the normal gravity value computed on the
 KD0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0452.degrees latitude (g = 980.6199 gals.).
 KD0452
 KD0452.The modeled gravity was interpolated from observed gravity values.
 KD0452
 KD0452;                    North         East    Units  Estimated Accuracy
 KD0452;SPC MO C     -   359,320.      420,890.      MT  (+/- 180 meters Scaled)
 KD0452
 KD0452                          SUPERSEDED SURVEY CONTROL
 KD0452
 KD0452  NGVD 29 (??/??/92)  236.106  (m)          774.62   (f) ADJ UNCH    1 2
 KD0452
 KD0452.Superseded values are not recommended for survey control.
 KD0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0452.See file dsdata.txt to determine how the superseded data were derived.
 KD0452
 KD0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD641243(NAD 83)
 KD0452_MARKER: DB = BENCH MARK DISK
 KD0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0452_STAMPING: D 285 1962
 KD0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0452+STABILITY: SURFACE MOTION
 KD0452
 KD0452  HISTORY     - Date     Condition        Report By
 KD0452  HISTORY     - 1962     MONUMENTED       CGS
 KD0452
 KD0452                          STATION DESCRIPTION
 KD0452
 KD0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0452'7.5 MI N FROM SWEET SPRINGS.
 KD0452'ABOUT 7.5 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0452'SCHOOL AT SWEET SPRINGS, AT A ROAD INTERSECTION, 85 FEET SOUTH
 KD0452'EAST OF THE CENTER OF THE INTERSECTION, 50 FEET SOUTH OF THE
 KD0452'CENTERLINE OF THE EAST-WEST ROAD, 26 FEET EAST OF THE CENTERLINE
 KD0452'OF THE HIGHWAY, 2.8 FEET WEST OF A FENCE, 1.6 FEET NORTH OF A
 KD0452'STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 KD0452'PROJECTING 0.6 FOOT, ABOUT 1 1/2 FOOT ABOVE THE LEVEL OF THE
 KD0452'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0535 ***********************************************************************
 KD0535  DESIGNATION -  D 286
 KD0535  PID         -  KD0535
 KD0535  STATE/COUNTY-  MO/SALINE
 KD0535  USGS QUAD   -  GRAND PASS (1978)
 KD0535
 KD0535                         *CURRENT SURVEY CONTROL
 KD0535  ___________________________________________________________________
 KD0535* NAD 83(1986)-  39 09 13.     (N)    093 29 07.     (W)     SCALED    
 KD0535* NAVD 88     -       215.334  (meters)     706.48   (feet)  ADJUSTED  
 KD0535  ___________________________________________________________________
 KD0535  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0535  DYNAMIC HT  -         215.200 (meters)     706.04  (feet)  COMP
 KD0535  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 KD0535
 KD0535  VERT ORDER  -  SECOND    CLASS 0
 KD0535
 KD0535.The horizontal coordinates were scaled from a topographic map and have
 KD0535.an estimated accuracy of +/- 6 seconds.
 KD0535
 KD0535.The orthometric height was determined by differential leveling
 KD0535.and adjusted by the National Geodetic Survey in June 1991..
 KD0535
 KD0535.The geoid height was determined by GEOID03.
 KD0535
 KD0535.The dynamic height is computed by dividing the NAVD 88
 KD0535.geopotential number by the normal gravity value computed on the
 KD0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0535.degrees latitude (g = 980.6199 gals.).
 KD0535
 KD0535.The modeled gravity was interpolated from observed gravity values.
 KD0535
 KD0535;                    North         East    Units  Estimated Accuracy
 KD0535;SPC MO C     -   368,950.      414,840.      MT  (+/- 180 meters Scaled)
 KD0535
 KD0535                          SUPERSEDED SURVEY CONTROL
 KD0535
 KD0535  NGVD 29 (??/??/92)  215.229  (m)          706.13   (f) ADJ UNCH    2 0
 KD0535
 KD0535.Superseded values are not recommended for survey control.
 KD0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0535.See file dsdata.txt to determine how the superseded data were derived.
 KD0535
 KD0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD580339(NAD 83)
 KD0535_MARKER: DB = BENCH MARK DISK
 KD0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0535_STAMPING: D 286 1962
 KD0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0535+STABILITY: SURFACE MOTION
 KD0535
 KD0535  HISTORY     - Date     Condition        Report By
 KD0535  HISTORY     - 1962     MONUMENTED       CGS
 KD0535
 KD0535                          STATION DESCRIPTION
 KD0535
 KD0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0535'5.8 MI SE FROM WAVERLY.
 KD0535'ABOUT 0.4 MILE SOUTH ALONG WASHINGTON STREET FROM THE RAILROAD
 KD0535'STATION AT WAVERLY, THENCE 0.75 MILE SOUTHEAST ALONG U.S. HIGHWAY
 KD0535'24, THENCE 3.4 MILES SOUTH ALONG COUNTY ROAD, THENCE 1.3 MILES EAST
 KD0535'ALONG COUNTY ROAD, AT A T ROAD JUNCTION, AT THE LAFFAYETTE-SALINE
 KD0535'COUNTY LINE, 63.6 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION,
 KD0535'58 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING WEST,
 KD0535'28.3 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 4.8
 KD0535'FEET NORTH OF A FENCE CORNER POST, 1.6 FEET SOUTH OF A WITNESS POST,
 KD0535'1.5 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD,
 KD0535'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0715 ***********************************************************************
 KD0715  DESIGNATION -  D 287
 KD0715  PID         -  KD0715
 KD0715  STATE/COUNTY-  MO/LAFAYETTE
 KD0715  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0715
 KD0715                         *CURRENT SURVEY CONTROL
 KD0715  ___________________________________________________________________
 KD0715* NAD 83(1986)-  39 07 09.     (N)    093 38 06.     (W)     SCALED    
 KD0715* NAVD 88     -       255.677  (meters)     838.83   (feet)  ADJUSTED  
 KD0715  ___________________________________________________________________
 KD0715  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0715  DYNAMIC HT  -         255.515 (meters)     838.30  (feet)  COMP
 KD0715  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 KD0715
 KD0715  VERT ORDER  -  SECOND    CLASS 0
 KD0715
 KD0715.The horizontal coordinates were scaled from a topographic map and have
 KD0715.an estimated accuracy of +/- 6 seconds.
 KD0715
 KD0715.The orthometric height was determined by differential leveling
 KD0715.and adjusted by the National Geodetic Survey in June 1991..
 KD0715
 KD0715.The geoid height was determined by GEOID03.
 KD0715
 KD0715.The dynamic height is computed by dividing the NAVD 88
 KD0715.geopotential number by the normal gravity value computed on the
 KD0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0715.degrees latitude (g = 980.6199 gals.).
 KD0715
 KD0715.The modeled gravity was interpolated from observed gravity values.
 KD0715
 KD0715;                    North         East    Units  Estimated Accuracy
 KD0715;SPC MO W     -   328,030.      924,800.      MT  (+/- 180 meters Scaled)
 KD0715
 KD0715                          SUPERSEDED SURVEY CONTROL
 KD0715
 KD0715  NGVD 29 (??/??/92)  255.579  (m)          838.51   (f) ADJ UNCH    2 0
 KD0715
 KD0715.Superseded values are not recommended for survey control.
 KD0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0715.See file dsdata.txt to determine how the superseded data were derived.
 KD0715
 KD0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD451301(NAD 83)
 KD0715_MARKER: DB = BENCH MARK DISK
 KD0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0715_STAMPING: D 287 1962
 KD0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0715+STABILITY: SURFACE MOTION
 KD0715
 KD0715  HISTORY     - Date     Condition        Report By
 KD0715  HISTORY     - 1962     MONUMENTED       CGS
 KD0715
 KD0715                          STATION DESCRIPTION
 KD0715
 KD0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0715'1.6 MI N FROM CORDER.
 KD0715'0.6 MILE NORTH ALONG COUNTY ROAD NO. V FROM THE CORDER BANK
 KD0715'AT CORDER, THENCE 1.0 MILE NORTHEAST ALONG COUNTY ROAD NO. BB,
 KD0715'NEAR THE CREST OF A SMALL HILL, NEAR AN ABANDONED FARMHOUSE,
 KD0715'37.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 60.5 FEET WEST
 KD0715'OF THE CENTERLINE OF A DRIVEWAY, 1.2 FEET NORTH OF REA POLE NO.
 KD0715'B 1 C - 45 WHICH IS BRACED BY THREE GUY WIRES, 1.2 FEET SOUTH
 KD0715'OF A FENCE CORNER, 2.0 FEET EAST OF A WITNESS POST, ABOUT 3 FEET
 KD0715'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KD0715'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0800 ***********************************************************************
 KD0800  DESIGNATION -  D 288
 KD0800  PID         -  KD0800
 KD0800  STATE/COUNTY-  MO/LAFAYETTE
 KD0800  USGS QUAD   -  ODESSA NORTH (1978)
 KD0800
 KD0800                         *CURRENT SURVEY CONTROL
 KD0800  ___________________________________________________________________
 KD0800* NAD 83(1986)-  39 07 19.     (N)    093 59 00.     (W)     SCALED    
 KD0800* NAVD 88     -       225.250  (meters)     739.01   (feet)  ADJUSTED  
 KD0800  ___________________________________________________________________
 KD0800  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0800  DYNAMIC HT  -         225.108 (meters)     738.54  (feet)  COMP
 KD0800  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 KD0800
 KD0800  VERT ORDER  -  SECOND    CLASS 0
 KD0800
 KD0800.The horizontal coordinates were scaled from a topographic map and have
 KD0800.an estimated accuracy of +/- 6 seconds.
 KD0800
 KD0800.The orthometric height was determined by differential leveling
 KD0800.and adjusted by the National Geodetic Survey in June 1991..
 KD0800
 KD0800.The geoid height was determined by GEOID03.
 KD0800
 KD0800.The dynamic height is computed by dividing the NAVD 88
 KD0800.geopotential number by the normal gravity value computed on the
 KD0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0800.degrees latitude (g = 980.6199 gals.).
 KD0800
 KD0800.The modeled gravity was interpolated from observed gravity values.
 KD0800
 KD0800;                    North         East    Units  Estimated Accuracy
 KD0800;SPC MO W     -   328,110.      894,680.      MT  (+/- 180 meters Scaled)
 KD0800
 KD0800                          SUPERSEDED SURVEY CONTROL
 KD0800
 KD0800  NGVD 29 (??/??/92)  225.147  (m)          738.67   (f) ADJ UNCH    2 0
 KD0800
 KD0800.Superseded values are not recommended for survey control.
 KD0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0800.See file dsdata.txt to determine how the superseded data were derived.
 KD0800
 KD0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD149307(NAD 83)
 KD0800_MARKER: DB = BENCH MARK DISK
 KD0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0800_STAMPING: D 288 1962
 KD0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0800+STABILITY: SURFACE MOTION
 KD0800
 KD0800  HISTORY     - Date     Condition        Report By
 KD0800  HISTORY     - 1962     MONUMENTED       CGS
 KD0800
 KD0800                          STATION DESCRIPTION
 KD0800
 KD0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0800'0.6 MI S FROM WELLINGTON.
 KD0800'0.5 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE HIGH SCHOOL AT
 KD0800'WELLINGTON, 116 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 24,
 KD0800'30.6 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 131, 30.3 FEET
 KD0800'NORTH OF THE CENTERLINE OF AN ACCESS ROAD, 1.5 FEET WEST OF A
 KD0800'POWER POLE BRACED BY A GUY WIRE, 1.5 FEET EAST OF A WITNESS
 KD0800'POST, ABOUT 2 FEET BELOW THE LEVEL OF U.S. HIGHWAY 24, AND SET
 KD0800'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0223 ***********************************************************************
 KD0223  DESIGNATION -  D 289
 KD0223  PID         -  KD0223
 KD0223  STATE/COUNTY-  MO/COOPER
 KD0223  USGS QUAD   -  ARROW ROCK (1971)
 KD0223
 KD0223                         *CURRENT SURVEY CONTROL
 KD0223  ___________________________________________________________________
 KD0223* NAD 83(1986)-  39 00 19.     (N)    092 56 56.     (W)     SCALED    
 KD0223* NAVD 88     -       216.014  (meters)     708.71   (feet)  ADJUSTED  
 KD0223  ___________________________________________________________________
 KD0223  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0223  DYNAMIC HT  -         215.879 (meters)     708.26  (feet)  COMP
 KD0223  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 KD0223
 KD0223  VERT ORDER  -  SECOND    CLASS 0
 KD0223
 KD0223.The horizontal coordinates were scaled from a topographic map and have
 KD0223.an estimated accuracy of +/- 6 seconds.
 KD0223
 KD0223.The orthometric height was determined by differential leveling
 KD0223.and adjusted by the National Geodetic Survey in June 1991..
 KD0223
 KD0223.The geoid height was determined by GEOID03.
 KD0223
 KD0223.The dynamic height is computed by dividing the NAVD 88
 KD0223.geopotential number by the normal gravity value computed on the
 KD0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0223.degrees latitude (g = 980.6199 gals.).
 KD0223
 KD0223.The modeled gravity was interpolated from observed gravity values.
 KD0223
 KD0223;                    North         East    Units  Estimated Accuracy
 KD0223;SPC MO C     -   352,110.      461,120.      MT  (+/- 180 meters Scaled)
 KD0223
 KD0223                          SUPERSEDED SURVEY CONTROL
 KD0223
 KD0223  NGVD 29 (??/??/92)  215.945  (m)          708.48   (f) ADJ UNCH    2 0
 KD0223
 KD0223.Superseded values are not recommended for survey control.
 KD0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0223.See file dsdata.txt to determine how the superseded data were derived.
 KD0223
 KD0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD044173(NAD 83)
 KD0223_MARKER: DB = BENCH MARK DISK
 KD0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0223_SP_SET: CULVERT
 KD0223_STAMPING: D 286 1962
 KD0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0223
 KD0223  HISTORY     - Date     Condition        Report By
 KD0223  HISTORY     - 1962     MONUMENTED       CGS
 KD0223  HISTORY     - 1967     GOOD             NGS
 KD0223
 KD0223                          STATION DESCRIPTION
 KD0223
 KD0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0223'6.7 MI NW FROM LAMINE.
 KD0223'ABOUT 6.7 MILES NORTHWEST ALONG STATE HIGHWAY 41 FROM THE RAILROAD
 KD0223'CROSSING AT LAMINE, AT A 6 X 6 FOOT CONCRETE CULVERT OVER TURLEY
 KD0223'CREEK, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL,
 KD0223'19 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 0.9 FOOT NORTH OF
 KD0223'THE SOUTH EDGE OF THE HEADWALL, ABOUT 4 FEET BELOW THE HIGHWAY,
 KD0223'A DISK DRILLED IN THE TOP OF THE HEADWALL.
 KD0223
 KD0223                          STATION RECOVERY (1967)
 KD0223
 KD0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0337 ***********************************************************************
 HD0337  DESIGNATION -  D 29
 HD0337  PID         -  HD0337
 HD0337  STATE/COUNTY-  MO/WRIGHT
 HD0337  USGS QUAD   -  GROVESPRING (1985)
 HD0337
 HD0337                         *CURRENT SURVEY CONTROL
 HD0337  ___________________________________________________________________
 HD0337* NAD 83(1986)-  37 26 50.     (N)    092 35 47.     (W)     SCALED    
 HD0337* NAVD 88     -       419.192  (meters)    1375.30   (feet)  ADJUSTED  
 HD0337  ___________________________________________________________________
 HD0337  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HD0337  DYNAMIC HT  -         418.861 (meters)    1374.21  (feet)  COMP
 HD0337  MODELED GRAV-     979,827.1   (mgal)                       NAVD 88
 HD0337
 HD0337  VERT ORDER  -  SECOND    CLASS 0
 HD0337
 HD0337.The horizontal coordinates were scaled from a topographic map and have
 HD0337.an estimated accuracy of +/- 6 seconds.
 HD0337
 HD0337.The orthometric height was determined by differential leveling
 HD0337.and adjusted by the National Geodetic Survey in June 1991..
 HD0337
 HD0337.The geoid height was determined by GEOID03.
 HD0337
 HD0337.The dynamic height is computed by dividing the NAVD 88
 HD0337.geopotential number by the normal gravity value computed on the
 HD0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0337.degrees latitude (g = 980.6199 gals.).
 HD0337
 HD0337.The modeled gravity was interpolated from observed gravity values.
 HD0337
 HD0337;                    North         East    Units  Estimated Accuracy
 HD0337;SPC MO C     -   179,090.      491,470.      MT  (+/- 180 meters Scaled)
 HD0337
 HD0337                          SUPERSEDED SURVEY CONTROL
 HD0337
 HD0337  NGVD 29 (??/??/92)  419.063  (m)         1374.88   (f) ADJ UNCH    2 0
 HD0337
 HD0337.Superseded values are not recommended for survey control.
 HD0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0337.See file dsdata.txt to determine how the superseded data were derived.
 HD0337
 HD0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB357445(NAD 83)
 HD0337_MARKER: DB = BENCH MARK DISK
 HD0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0337_STAMPING: D 29 1934
 HD0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0337+STABILITY: SURFACE MOTION
 HD0337
 HD0337  HISTORY     - Date     Condition        Report By
 HD0337  HISTORY     - 1934     MONUMENTED       CGS
 HD0337  HISTORY     - 1977     GOOD             NGS
 HD0337  HISTORY     - 1977     GOOD             NGS
 HD0337  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0337
 HD0337                          STATION DESCRIPTION
 HD0337
 HD0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0337'2.9 MI N FROM GROVESPRING.
 HD0337'2.9 MILES NORTH ALONG STATE HIGHWAY 5 FROM GROVESPRING, WRIGHT
 HD0337'COUNTY, AT A ROAD INTERSECTION, 40 FEET NORTH OF THE EAST AND
 HD0337'WEST FARM ROAD, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 HD0337'AND 3 FEET NORTH OF A RIGHT OF WAY MARKER.  A STANDARD DISK,
 HD0337'STAMPED D 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HD0337
 HD0337                          STATION RECOVERY (1977)
 HD0337
 HD0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0337'RECOVERED IN GOOD CONDITION.
 HD0337
 HD0337                          STATION RECOVERY (1977)
 HD0337
 HD0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0337'RECOVERED IN GOOD CONDITION.
 HD0337
 HD0337                          STATION RECOVERY (1988)
 HD0337
 HD0337'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1205 ***********************************************************************
 JD1205  DESIGNATION -  D 290
 JD1205  PID         -  JD1205
 JD1205  STATE/COUNTY-  MO/PETTIS
 JD1205  USGS QUAD   -  HOUSTONIA (1973)
 JD1205
 JD1205                         *CURRENT SURVEY CONTROL
 JD1205  ___________________________________________________________________
 JD1205* NAD 83(1986)-  38 55 16.     (N)    093 16 10.     (W)     SCALED    
 JD1205* NAVD 88     -       241.023  (meters)     790.76   (feet)  ADJUSTED  
 JD1205  ___________________________________________________________________
 JD1205  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD1205  DYNAMIC HT  -         240.868 (meters)     790.25  (feet)  COMP
 JD1205  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 JD1205
 JD1205  VERT ORDER  -  SECOND    CLASS 0
 JD1205
 JD1205.The horizontal coordinates were scaled from a topographic map and have
 JD1205.an estimated accuracy of +/- 6 seconds.
 JD1205
 JD1205.The orthometric height was determined by differential leveling
 JD1205.and adjusted by the National Geodetic Survey in June 1991..
 JD1205
 JD1205.The geoid height was determined by GEOID03.
 JD1205
 JD1205.The dynamic height is computed by dividing the NAVD 88
 JD1205.geopotential number by the normal gravity value computed on the
 JD1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1205.degrees latitude (g = 980.6199 gals.).
 JD1205
 JD1205.The modeled gravity was interpolated from observed gravity values.
 JD1205
 JD1205;                    North         East    Units  Estimated Accuracy
 JD1205;SPC MO C     -   342,960.      433,280.      MT  (+/- 180 meters Scaled)
 JD1205
 JD1205                          SUPERSEDED SURVEY CONTROL
 JD1205
 JD1205  NGVD 29 (??/??/92)  240.937  (m)          790.47   (f) ADJ UNCH    2 0
 JD1205
 JD1205.Superseded values are not recommended for survey control.
 JD1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1205.See file dsdata.txt to determine how the superseded data were derived.
 JD1205
 JD1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD766080(NAD 83)
 JD1205_MARKER: DB = BENCH MARK DISK
 JD1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1205_SP_SET: CULVERT
 JD1205_STAMPING: D 290 1962
 JD1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1205
 JD1205  HISTORY     - Date     Condition        Report By
 JD1205  HISTORY     - 1962     MONUMENTED       CGS
 JD1205  HISTORY     - 1963     GOOD             NGS
 JD1205
 JD1205                          STATION DESCRIPTION
 JD1205
 JD1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1205'19.1 MI NW FROM SEDALIA.
 JD1205'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1205'STATION AT SEDALIA, THENCE 15.15 MILE NORTH ALONG STATE HIGHWAY
 JD1205'65, THENCE 3.6 MILE WEST ALONG COUNTY ROAD CC, IN A CULVERT
 JD1205'UNDER THE OLD ROAD, SET IN THE TOP AND AT THE EAST END OF THE NORTH
 JD1205'HEADWALL OF A 6 BY 6 FOOT CULVERT UNDER THE OLD ROAD, 70.9 FEET
 JD1205'SOUTH OF THE CENTER OF THE COUNTY ROAD, 13 FEET NORTH OF THE
 JD1205'CENTER OF THE OLD ROAD, 1.3 FEET WEST OF THE EAST END OF THE
 JD1205'HEADWALL, ABOUT 6 FEET LOWER THAN THE ROAD, A DISK DRILLED IN
 JD1205'HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1156 ***********************************************************************
 JD1156  DESIGNATION -  D 291
 JD1156  PID         -  JD1156
 JD1156  STATE/COUNTY-  MO/PETTIS
 JD1156  USGS QUAD   -  BEAMAN (1978)
 JD1156
 JD1156                         *CURRENT SURVEY CONTROL
 JD1156  ___________________________________________________________________
 JD1156* NAD 83(1986)-  38 51 18.     (N)    093 13 52.     (W)     SCALED    
 JD1156* NAVD 88     -       257.459  (meters)     844.68   (feet)  ADJUSTED  
 JD1156  ___________________________________________________________________
 JD1156  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD1156  DYNAMIC HT  -         257.291 (meters)     844.13  (feet)  COMP
 JD1156  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 JD1156
 JD1156  VERT ORDER  -  SECOND    CLASS 0
 JD1156
 JD1156.The horizontal coordinates were scaled from a topographic map and have
 JD1156.an estimated accuracy of +/- 6 seconds.
 JD1156
 JD1156.The orthometric height was determined by differential leveling
 JD1156.and adjusted by the National Geodetic Survey in June 1991..
 JD1156
 JD1156.The geoid height was determined by GEOID03.
 JD1156
 JD1156.The dynamic height is computed by dividing the NAVD 88
 JD1156.geopotential number by the normal gravity value computed on the
 JD1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1156.degrees latitude (g = 980.6199 gals.).
 JD1156
 JD1156.The modeled gravity was interpolated from observed gravity values.
 JD1156
 JD1156;                    North         East    Units  Estimated Accuracy
 JD1156;SPC MO C     -   335,590.      436,540.      MT  (+/- 180 meters Scaled)
 JD1156
 JD1156                          SUPERSEDED SURVEY CONTROL
 JD1156
 JD1156  NGVD 29 (??/??/92)  257.369  (m)          844.38   (f) ADJ UNCH    2 0
 JD1156
 JD1156.Superseded values are not recommended for survey control.
 JD1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1156.See file dsdata.txt to determine how the superseded data were derived.
 JD1156
 JD1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD799007(NAD 83)
 JD1156_MARKER: DB = BENCH MARK DISK
 JD1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1156_STAMPING: D 291 1962
 JD1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1156+STABILITY: SURFACE MOTION
 JD1156
 JD1156  HISTORY     - Date     Condition        Report By
 JD1156  HISTORY     - 1962     MONUMENTED       CGS
 JD1156  HISTORY     - 1963     GOOD             NGS
 JD1156
 JD1156                          STATION DESCRIPTION
 JD1156
 JD1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1156'11.3 MI NW FROM SEDALIA.
 JD1156'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1156'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1156'HIGHWAY 65, THENCE 1.0 MILE SOUTHWEST ALONG HIGHWAY D, ON THE
 JD1156'OUTSIDE OF A SHARP CURVE AND 110 FEET SOUTHEAST OF THE CENTERLINE
 JD1156'OF THE HIGHWAY, 42 FEET WEST OF THE CENTERLINE OF A TRACK ROAD,
 JD1156'25 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, 1.4 FEET SOUTHEAST
 JD1156'OF A POWER POLE BRACED BY 8 GUY WIRES, 1.9 FEET NORTH OF A WITNESS
 JD1156'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 JD1156'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0565 ***********************************************************************
 JD0565  DESIGNATION -  D 292
 JD0565  PID         -  JD0565
 JD0565  STATE/COUNTY-  MO/COOPER
 JD0565  USGS QUAD   -  BUNCETON (1979)
 JD0565
 JD0565                         *CURRENT SURVEY CONTROL
 JD0565  ___________________________________________________________________
 JD0565* NAD 83(1986)-  38 50 35.     (N)    092 50 31.     (W)     SCALED    
 JD0565* NAVD 88     -       224.088  (meters)     735.20   (feet)  ADJUSTED  
 JD0565  ___________________________________________________________________
 JD0565  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0565  DYNAMIC HT  -         223.941 (meters)     734.71  (feet)  COMP
 JD0565  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 JD0565
 JD0565  VERT ORDER  -  SECOND    CLASS 0
 JD0565
 JD0565.The horizontal coordinates were scaled from a topographic map and have
 JD0565.an estimated accuracy of +/- 6 seconds.
 JD0565
 JD0565.The orthometric height was determined by differential leveling
 JD0565.and adjusted by the National Geodetic Survey in June 1991..
 JD0565
 JD0565.The geoid height was determined by GEOID03.
 JD0565
 JD0565.The dynamic height is computed by dividing the NAVD 88
 JD0565.geopotential number by the normal gravity value computed on the
 JD0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0565.degrees latitude (g = 980.6199 gals.).
 JD0565
 JD0565.The modeled gravity was interpolated from observed gravity values.
 JD0565
 JD0565;                    North         East    Units  Estimated Accuracy
 JD0565;SPC MO C     -   334,060.      470,320.      MT  (+/- 180 meters Scaled)
 JD0565
 JD0565                          SUPERSEDED SURVEY CONTROL
 JD0565
 JD0565  NGVD 29 (??/??/92)  224.005  (m)          734.92   (f) ADJ UNCH    2 0
 JD0565
 JD0565.Superseded values are not recommended for survey control.
 JD0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0565.See file dsdata.txt to determine how the superseded data were derived.
 JD0565
 JD0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC137993(NAD 83)
 JD0565_MARKER: DB = BENCH MARK DISK
 JD0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0565_STAMPING: D 292 1963
 JD0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0565+STABILITY: SURFACE MOTION
 JD0565
 JD0565  HISTORY     - Date     Condition        Report By
 JD0565  HISTORY     - 1963     MONUMENTED       CGS
 JD0565
 JD0565                          STATION DESCRIPTION
 JD0565
 JD0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0565'6.8 MI SE FROM PILOT GROVE.
 JD0565'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 135 FROM THE INTERSECTION
 JD0565'OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE, THENCE 4.65
 JD0565'MILES SOUTHEAST ALONG COUNTY ROAD, THENCE 1.4 MILES SOUTH ALONG
 JD0565'STATE HIGHWAY 5, 98.5 FEET NORTHEAST OF THE CENTER OF THE
 JD0565'T-JUNCTION OF COUNTY ROAD F, 40.5 FEET EAST OF THE CENTERLINE
 JD0565'OF THE HIGHWAY, 95.3 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 JD0565'F, 2.0 FEET SOUTHEAST OF A POWER POLE, 2.2 FEET SOUTH OF A FENCE
 JD0565'CORNER, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 5 FEET BELOW THE
 JD0565'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JD0565'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0762 ***********************************************************************
 KD0762  DESIGNATION -  D 293
 KD0762  PID         -  KD0762
 KD0762  STATE/COUNTY-  MO/LAFAYETTE
 KD0762  USGS QUAD   -  ODESSA NORTH (1978)
 KD0762
 KD0762                         *CURRENT SURVEY CONTROL
 KD0762  ___________________________________________________________________
 KD0762* NAD 83(1986)-  39 00 29.     (N)    093 57 57.     (W)     SCALED    
 KD0762* NAVD 88     -       262.628  (meters)     861.64   (feet)  ADJUSTED  
 KD0762  ___________________________________________________________________
 KD0762  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0762  DYNAMIC HT  -         262.458 (meters)     861.08  (feet)  COMP
 KD0762  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 KD0762
 KD0762  VERT ORDER  -  SECOND    CLASS 0
 KD0762
 KD0762.The horizontal coordinates were scaled from a topographic map and have
 KD0762.an estimated accuracy of +/- 6 seconds.
 KD0762
 KD0762.The orthometric height was determined by differential leveling
 KD0762.and adjusted by the National Geodetic Survey in June 1991..
 KD0762
 KD0762.The geoid height was determined by GEOID03.
 KD0762
 KD0762.The dynamic height is computed by dividing the NAVD 88
 KD0762.geopotential number by the normal gravity value computed on the
 KD0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0762.degrees latitude (g = 980.6199 gals.).
 KD0762
 KD0762.The modeled gravity was interpolated from observed gravity values.
 KD0762
 KD0762;                    North         East    Units  Estimated Accuracy
 KD0762;SPC MO W     -   315,480.      896,270.      MT  (+/- 180 meters Scaled)
 KD0762
 KD0762                          SUPERSEDED SURVEY CONTROL
 KD0762
 KD0762  NGVD 29 (??/??/92)  262.527  (m)          861.31   (f) ADJ UNCH    2 0
 KD0762
 KD0762.Superseded values are not recommended for survey control.
 KD0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0762.See file dsdata.txt to determine how the superseded data were derived.
 KD0762
 KD0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD163181(NAD 83)
 KD0762_MARKER: DB = BENCH MARK DISK
 KD0762_SETTING: 0 = UNSPECIFIED SETTING
 KD0762_STAMPING: D 293 1962
 KD0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0762
 KD0762  HISTORY     - Date     Condition        Report By
 KD0762  HISTORY     - 1962     MONUMENTED       CGS
 KD0762  HISTORY     - 1963     GOOD             NGS
 KD0762  HISTORY     - 1963     GOOD             NGS
 KD0762  HISTORY     - 20050419 MARK NOT FOUND   MODNR
 KD0762  HISTORY     - 20050429 MARK NOT FOUND   GEOCAC
 KD0762
 KD0762                          STATION DESCRIPTION
 KD0762
 KD0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0762'1.6 MI NW FROM ODESSA.
 KD0762'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0762'AT ODESSA, THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY 40, NEAR THE
 KD0762'JUNCTION OF STATE HIGHWAY 131 AND U.S. HIGHWAY 40, SET VERTICALLY
 KD0762'IN THE SOUTHWEST CORNER OF THE SERVICE CENTER GAS STATION, 0.6
 KD0762'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.
 KD0762
 KD0762                          STATION RECOVERY (1963)
 KD0762
 KD0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KD0762'RECOVERED IN GOOD CONDITION.
 KD0762
 KD0762                          STATION RECOVERY (2005)
 KD0762
 KD0762'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0762'MARK NOT FOUND.
 KD0762
 KD0762                          STATION RECOVERY (2005)
 KD0762
 KD0762'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0790 ***********************************************************************
 KD0790  DESIGNATION -  D 294
 KD0790  PID         -  KD0790
 KD0790  STATE/COUNTY-  MO/LAFAYETTE
 KD0790  USGS QUAD   -  ODESSA NORTH (1978)
 KD0790
 KD0790                         *CURRENT SURVEY CONTROL
 KD0790  ___________________________________________________________________
 KD0790* NAD 83(1986)-  39 02 45.     (N)    093 53 14.     (W)     SCALED    
 KD0790* NAVD 88     -       248.264  (meters)     814.51   (feet)  ADJUSTED  
 KD0790  ___________________________________________________________________
 KD0790  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0790  DYNAMIC HT  -         248.105 (meters)     813.99  (feet)  COMP
 KD0790  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 KD0790
 KD0790  VERT ORDER  -  SECOND    CLASS 0
 KD0790
 KD0790.The horizontal coordinates were scaled from a topographic map and have
 KD0790.an estimated accuracy of +/- 6 seconds.
 KD0790
 KD0790.The orthometric height was determined by differential leveling
 KD0790.and adjusted by the National Geodetic Survey in June 1991..
 KD0790
 KD0790.The geoid height was determined by GEOID03.
 KD0790
 KD0790.The dynamic height is computed by dividing the NAVD 88
 KD0790.geopotential number by the normal gravity value computed on the
 KD0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0790.degrees latitude (g = 980.6199 gals.).
 KD0790
 KD0790.The modeled gravity was interpolated from observed gravity values.
 KD0790
 KD0790;                    North         East    Units  Estimated Accuracy
 KD0790;SPC MO W     -   319,720.      903,050.      MT  (+/- 180 meters Scaled)
 KD0790
 KD0790                          SUPERSEDED SURVEY CONTROL
 KD0790
 KD0790  NGVD 29 (??/??/92)  248.164  (m)          814.18   (f) ADJ UNCH    2 0
 KD0790
 KD0790.Superseded values are not recommended for survey control.
 KD0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0790.See file dsdata.txt to determine how the superseded data were derived.
 KD0790
 KD0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD232222(NAD 83)
 KD0790_MARKER: DB = BENCH MARK DISK
 KD0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0790_SP_SET: CULVERT
 KD0790_STAMPING: D 294 1962
 KD0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0790
 KD0790  HISTORY     - Date     Condition        Report By
 KD0790  HISTORY     - 1962     MONUMENTED       CGS
 KD0790
 KD0790                          STATION DESCRIPTION
 KD0790
 KD0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0790'10 MI S FROM LEXINGTON.
 KD0790'0.4 MILE SOUTH ALONG 20TH STREET FROM THE RAILROAD STATION AT
 KD0790'LEXINGTON, THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 13,
 KD0790'THENCE 7.85 MILES SOUTH ALONG COUNTY ROAD O, SET IN THE NORTH
 KD0790'END OF THE EAST CONCRETE HEADWALL OF A 10 X 6 FOOT CONCRETE
 KD0790'CULVERT, 12 FEET EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT
 KD0790'2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2003 ***********************************************************************
 JD2003  DESIGNATION -  D 295
 JD2003  PID         -  JD2003
 JD2003  STATE/COUNTY-  MO/LAFAYETTE
 JD2003  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2003
 JD2003                         *CURRENT SURVEY CONTROL
 JD2003  ___________________________________________________________________
 JD2003* NAD 83(1986)-  38 58 02.     (N)    093 53 22.     (W)     SCALED    
 JD2003* NAVD 88     -       250.531  (meters)     821.95   (feet)  ADJUSTED  
 JD2003  ___________________________________________________________________
 JD2003  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2003  DYNAMIC HT  -         250.367 (meters)     821.41  (feet)  COMP
 JD2003  MODELED GRAV-     979,967.7   (mgal)                       NAVD 88
 JD2003
 JD2003  VERT ORDER  -  SECOND    CLASS 0
 JD2003
 JD2003.The horizontal coordinates were scaled from a topographic map and have
 JD2003.an estimated accuracy of +/- 6 seconds.
 JD2003
 JD2003.The orthometric height was determined by differential leveling
 JD2003.and adjusted by the National Geodetic Survey in June 1991..
 JD2003
 JD2003.The geoid height was determined by GEOID03.
 JD2003
 JD2003.The dynamic height is computed by dividing the NAVD 88
 JD2003.geopotential number by the normal gravity value computed on the
 JD2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2003.degrees latitude (g = 980.6199 gals.).
 JD2003
 JD2003.The modeled gravity was interpolated from observed gravity values.
 JD2003
 JD2003;                    North         East    Units  Estimated Accuracy
 JD2003;SPC MO W     -   310,990.      902,910.      MT  (+/- 180 meters Scaled)
 JD2003
 JD2003                          SUPERSEDED SURVEY CONTROL
 JD2003
 JD2003  NGVD 29 (??/??/92)  250.432  (m)          821.63   (f) ADJ UNCH    2 0
 JD2003
 JD2003.Superseded values are not recommended for survey control.
 JD2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2003.See file dsdata.txt to determine how the superseded data were derived.
 JD2003
 JD2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD229135(NAD 83)
 JD2003_MARKER: DB = BENCH MARK DISK
 JD2003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2003_SP_SET: CULVERT
 JD2003_STAMPING: D 295 1962
 JD2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2003
 JD2003  HISTORY     - Date     Condition        Report By
 JD2003  HISTORY     - 1962     MONUMENTED       CGS
 JD2003  HISTORY     - 1963     GOOD             NGS
 JD2003  HISTORY     - 20060904 GOOD             GEOCAC
 JD2003
 JD2003                          STATION DESCRIPTION
 JD2003
 JD2003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2003'6.9 MI SE FROM ODESSA.
 JD2003'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2003'AT ODESSA, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 40 AND
 JD2003'INTERSTATE HIGHWAY 70, THENCE 2.8 MILES SOUTH ALONG COUNTY ROAD M,
 JD2003'SET IN THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A 5 X 5
 JD2003'FOOT CONCRETE CULVERT, 17 FEET WEST OF THE CENTERLINE OF THE
 JD2003'HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JD2003
 JD2003                          STATION RECOVERY (2006)
 JD2003
 JD2003'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2003'HH2 N38 58 03.4 W93 53 21.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1832 ***********************************************************************
 JD1832  DESIGNATION -  D 296
 JD1832  PID         -  JD1832
 JD1832  STATE/COUNTY-  MO/JOHNSON
 JD1832  USGS QUAD   -  HOLDEN (1954)
 JD1832
 JD1832                         *CURRENT SURVEY CONTROL
 JD1832  ___________________________________________________________________
 JD1832* NAD 83(1986)-  38 42 58.     (N)    093 57 21.     (W)     SCALED    
 JD1832* NAVD 88     -       251.741  (meters)     825.92   (feet)  ADJUSTED  
 JD1832  ___________________________________________________________________
 JD1832  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD1832  DYNAMIC HT  -         251.569 (meters)     825.36  (feet)  COMP
 JD1832  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 JD1832
 JD1832  VERT ORDER  -  FIRST     CLASS II
 JD1832
 JD1832.The horizontal coordinates were scaled from a topographic map and have
 JD1832.an estimated accuracy of +/- 6 seconds.
 JD1832
 JD1832.The orthometric height was determined by differential leveling
 JD1832.and adjusted by the National Geodetic Survey in June 1991..
 JD1832
 JD1832.The geoid height was determined by GEOID03.
 JD1832
 JD1832.The dynamic height is computed by dividing the NAVD 88
 JD1832.geopotential number by the normal gravity value computed on the
 JD1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1832.degrees latitude (g = 980.6199 gals.).
 JD1832
 JD1832.The modeled gravity was interpolated from observed gravity values.
 JD1832
 JD1832;                    North         East    Units  Estimated Accuracy
 JD1832;SPC MO W     -   283,080.      897,320.      MT  (+/- 180 meters Scaled)
 JD1832
 JD1832                          SUPERSEDED SURVEY CONTROL
 JD1832
 JD1832  NGVD 29 (??/??/92)  251.637  (m)          825.58   (f) ADJ UNCH    1 2
 JD1832
 JD1832.Superseded values are not recommended for survey control.
 JD1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1832.See file dsdata.txt to determine how the superseded data were derived.
 JD1832
 JD1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC169857(NAD 83)
 JD1832_MARKER: DB = BENCH MARK DISK
 JD1832_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1832_SP_SET: ABUTMENT
 JD1832_STAMPING: D 296 1963
 JD1832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1832
 JD1832  HISTORY     - Date     Condition        Report By
 JD1832  HISTORY     - 1963     MONUMENTED       CGS
 JD1832
 JD1832                          STATION DESCRIPTION
 JD1832
 JD1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1832'1.9 MI E FROM HOLDEN.
 JD1832'ABOUT 1.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1832'STATION AT HOLDEN, 8 FEET SOUTH OF THE SOUTH RAIL, SET IN THE
 JD1832'SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER A CREEK, AND ABOUT
 JD1832'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0397 ***********************************************************************
 JD0397  DESIGNATION -  D 297
 JD0397  PID         -  JD0397
 JD0397  STATE/COUNTY-  MO/COOPER
 JD0397  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0397
 JD0397                         *CURRENT SURVEY CONTROL
 JD0397  ___________________________________________________________________
 JD0397* NAD 83(1986)-  38 42 08.     (N)    092 57 35.     (W)     SCALED    
 JD0397* NAVD 88     -       220.208  (meters)     722.47   (feet)  ADJUSTED  
 JD0397  ___________________________________________________________________
 JD0397  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0397  DYNAMIC HT  -         220.060 (meters)     721.98  (feet)  COMP
 JD0397  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 JD0397
 JD0397  VERT ORDER  -  FIRST     CLASS II
 JD0397
 JD0397.The horizontal coordinates were scaled from a topographic map and have
 JD0397.an estimated accuracy of +/- 6 seconds.
 JD0397
 JD0397.The orthometric height was determined by differential leveling
 JD0397.and adjusted by the National Geodetic Survey in June 1991..
 JD0397
 JD0397.The geoid height was determined by GEOID03.
 JD0397
 JD0397.The dynamic height is computed by dividing the NAVD 88
 JD0397.geopotential number by the normal gravity value computed on the
 JD0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0397.degrees latitude (g = 980.6199 gals.).
 JD0397
 JD0397.The modeled gravity was interpolated from observed gravity values.
 JD0397
 JD0397;                    North         East    Units  Estimated Accuracy
 JD0397;SPC MO C     -   318,480.      460,010.      MT  (+/- 180 meters Scaled)
 JD0397
 JD0397                          SUPERSEDED SURVEY CONTROL
 JD0397
 JD0397  NGVD 29 (??/??/92)  220.116  (m)          722.16   (f) ADJ UNCH    1 2
 JD0397
 JD0397.Superseded values are not recommended for survey control.
 JD0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0397.See file dsdata.txt to determine how the superseded data were derived.
 JD0397
 JD0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC035837(NAD 83)
 JD0397_MARKER: DB = BENCH MARK DISK
 JD0397_SETTING: 66 = SET IN ROCK OUTCROP
 JD0397_SP_SET: ROCK CUT
 JD0397_STAMPING: D 297 1963
 JD0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0397+STABILITY: POSITION/ELEVATION WELL
 JD0397
 JD0397  HISTORY     - Date     Condition        Report By
 JD0397  HISTORY     - 1963     MONUMENTED       CGS
 JD0397
 JD0397                          STATION DESCRIPTION
 JD0397
 JD0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0397'2.3 MI E FROM OTTERVILLE.
 JD0397'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0397'STATION AT OTTERVILLE, 1 POLE EAST ACROSS THE TRACK FROM MILEPOLE
 JD0397'173-20, SET VERTICALLY IN THE NORTH FACE OF A ROCK CUT, 56.8 FEET
 JD0397'WEST OF THE EAST END OF THE CUT, 11.8 FEET SOUTH OF THE SOUTH
 JD0397'RAIL, 1.5 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 JD0397'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1157 ***********************************************************************
 JD1157  DESIGNATION -  D 298
 JD1157  PID         -  JD1157
 JD1157  STATE/COUNTY-  MO/PETTIS
 JD1157  USGS QUAD   -  BEAMAN (1978)
 JD1157
 JD1157                         *CURRENT SURVEY CONTROL
 JD1157  ___________________________________________________________________
 JD1157* NAD 83(1986)-  38 51 29.     (N)    093 12 13.     (W)     SCALED    
 JD1157* NAVD 88     -       232.189  (meters)     761.77   (feet)  ADJUSTED  
 JD1157  ___________________________________________________________________
 JD1157  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1157  DYNAMIC HT  -         232.038 (meters)     761.28  (feet)  COMP
 JD1157  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 JD1157
 JD1157  VERT ORDER  -  SECOND    CLASS 0
 JD1157
 JD1157.The horizontal coordinates were scaled from a topographic map and have
 JD1157.an estimated accuracy of +/- 6 seconds.
 JD1157
 JD1157.The orthometric height was determined by differential leveling
 JD1157.and adjusted by the National Geodetic Survey in June 1991..
 JD1157
 JD1157.The geoid height was determined by GEOID03.
 JD1157
 JD1157.The dynamic height is computed by dividing the NAVD 88
 JD1157.geopotential number by the normal gravity value computed on the
 JD1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1157.degrees latitude (g = 980.6199 gals.).
 JD1157
 JD1157.The modeled gravity was interpolated from observed gravity values.
 JD1157
 JD1157;                    North         East    Units  Estimated Accuracy
 JD1157;SPC MO C     -   335,910.      438,930.      MT  (+/- 180 meters Scaled)
 JD1157
 JD1157                          SUPERSEDED SURVEY CONTROL
 JD1157
 JD1157  NGVD 29 (??/??/92)  232.100  (m)          761.48   (f) ADJ UNCH    2 0
 JD1157
 JD1157.Superseded values are not recommended for survey control.
 JD1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1157.See file dsdata.txt to determine how the superseded data were derived.
 JD1157
 JD1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD823010(NAD 83)
 JD1157_MARKER: DB = BENCH MARK DISK
 JD1157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1157_SP_SET: CULVERT
 JD1157_STAMPING: D 298 1963
 JD1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1157
 JD1157  HISTORY     - Date     Condition        Report By
 JD1157  HISTORY     - 1963     MONUMENTED       CGS
 JD1157
 JD1157                          STATION DESCRIPTION
 JD1157
 JD1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1157'11.1 MI N FROM SEDALIA.
 JD1157'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1157'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1157'HIGHWAY 65, THENCE 0.8 MILE EAST ALONG PAVED COUNTY ROAD J, SET
 JD1157'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF
 JD1157'A 10 X 20 FOOT CONCRETE CULVERT, 15.5 FEET SOUTH OF THE CENTERLINE
 JD1157'OF THE ROAD, 0.6 FOOT WEST OF THE EAST EDGE OF THE HEAD WALL,
 JD1157'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2023 ***********************************************************************
 JD2023  DESIGNATION -  D 299
 JD2023  PID         -  JD2023
 JD2023  STATE/COUNTY-  MO/JOHNSON
 JD2023  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD2023
 JD2023                         *CURRENT SURVEY CONTROL
 JD2023  ___________________________________________________________________
 JD2023* NAD 83(1986)-  38 51 04.     (N)    093 47 28.     (W)     SCALED    
 JD2023* NAVD 88     -       245.895  (meters)     806.74   (feet)  ADJUSTED  
 JD2023  ___________________________________________________________________
 JD2023  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD2023  DYNAMIC HT  -         245.731 (meters)     806.20  (feet)  COMP
 JD2023  MODELED GRAV-     979,956.6   (mgal)                       NAVD 88
 JD2023
 JD2023  VERT ORDER  -  SECOND    CLASS 0
 JD2023
 JD2023.The horizontal coordinates were scaled from a topographic map and have
 JD2023.an estimated accuracy of +/- 6 seconds.
 JD2023
 JD2023.The orthometric height was determined by differential leveling
 JD2023.and adjusted by the National Geodetic Survey in June 1991..
 JD2023
 JD2023.The geoid height was determined by GEOID03.
 JD2023
 JD2023.The dynamic height is computed by dividing the NAVD 88
 JD2023.geopotential number by the normal gravity value computed on the
 JD2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2023.degrees latitude (g = 980.6199 gals.).
 JD2023
 JD2023.The modeled gravity was interpolated from observed gravity values.
 JD2023
 JD2023;                    North         East    Units  Estimated Accuracy
 JD2023;SPC MO W     -   298,160.      911,530.      MT  (+/- 180 meters Scaled)
 JD2023
 JD2023                          SUPERSEDED SURVEY CONTROL
 JD2023
 JD2023  NGVD 29 (??/??/92)  245.802  (m)          806.44   (f) ADJ UNCH    2 0
 JD2023
 JD2023.Superseded values are not recommended for survey control.
 JD2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2023.See file dsdata.txt to determine how the superseded data were derived.
 JD2023
 JD2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD313005(NAD 83)
 JD2023_MARKER: DB = BENCH MARK DISK
 JD2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2023_STAMPING: D 299 1963
 JD2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2023+STABILITY: SURFACE MOTION
 JD2023
 JD2023  HISTORY     - Date     Condition        Report By
 JD2023  HISTORY     - 1963     MONUMENTED       CGS
 JD2023
 JD2023                          STATION DESCRIPTION
 JD2023
 JD2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2023'8.3 MI NW FROM WARRENSBURG.
 JD2023'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE INTERSECTION
 JD2023'OF U.S. HIGHWAY 50 AT WARRENSBURG, THENCE 4.3 MILES NORTHWEST
 JD2023'ALONG GRAVELED COUNTY ROAD OO, 40 FEET WEST OF THE CENTERLINE OF
 JD2023'THE ROAD, ACROSS THE ROAD FROM A TWO-STORIED BRICK HOUSE, 91
 JD2023'FEET NORTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY LEADING TO A
 JD2023'FARMHOUSE, 56.7 FEET SOUTH OF THE SOUTH GATE POST FOR A GATE,
 JD2023'13.5 FEET NORTHWEST OF A TELEPHONE POLE, 1.7 FEET NORTH OF A METAL
 JD2023'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 JD2023'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0358 ***********************************************************************
 JD0358  DESIGNATION -  D 3 B 1
 JD0358  PID         -  JD0358
 JD0358  STATE/COUNTY-  MO/MONITEAU
 JD0358  USGS QUAD   -  CLARKSBURG (1985)
 JD0358
 JD0358                         *CURRENT SURVEY CONTROL
 JD0358  ___________________________________________________________________
 JD0358* NAD 83(1986)-  38 42 56.     (N)    092 40 25.     (W)     SCALED    
 JD0358* NAVD 88     -       273.074  (meters)     895.91   (feet)  ADJUSTED  
 JD0358  ___________________________________________________________________
 JD0358  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0358  DYNAMIC HT  -         272.890 (meters)     895.31  (feet)  COMP
 JD0358  MODELED GRAV-     979,947.1   (mgal)                       NAVD 88
 JD0358
 JD0358  VERT ORDER  -  FIRST     CLASS II
 JD0358
 JD0358.The horizontal coordinates were scaled from a topographic map and have
 JD0358.an estimated accuracy of +/- 6 seconds.
 JD0358
 JD0358.The orthometric height was determined by differential leveling
 JD0358.and adjusted by the National Geodetic Survey in June 1991..
 JD0358
 JD0358.The geoid height was determined by GEOID03.
 JD0358
 JD0358.The dynamic height is computed by dividing the NAVD 88
 JD0358.geopotential number by the normal gravity value computed on the
 JD0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0358.degrees latitude (g = 980.6199 gals.).
 JD0358
 JD0358.The modeled gravity was interpolated from observed gravity values.
 JD0358
 JD0358;                    North         East    Units  Estimated Accuracy
 JD0358;SPC MO C     -   319,870.      484,900.      MT  (+/- 180 meters Scaled)
 JD0358
 JD0358                          SUPERSEDED SURVEY CONTROL
 JD0358
 JD0358  NGVD 29 (??/??/92)  272.98   (m)          895.6    (f) COMPUTED    1 2
 JD0358
 JD0358.Superseded values are not recommended for survey control.
 JD0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0358.See file dsdata.txt to determine how the superseded data were derived.
 JD0358
 JD0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC283852(NAD 83)
 JD0358_MARKER: DZ = AZIMUTH MARK DISK
 JD0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0358_STAMPING: D 3 B 1
 JD0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0358+STABILITY: SURFACE MOTION
 JD0358
 JD0358  HISTORY     - Date     Condition        Report By
 JD0358  HISTORY     - UNK      MONUMENTED       DOD
 JD0358  HISTORY     - 1963     GOOD             NGS
 JD0358
 JD0358                          STATION DESCRIPTION
 JD0358
 JD0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0358'4.1 MI N FROM CLARKSBURG.
 JD0358'ABOUT 2.7 MILES NORTH ALONG COUNTY ROAD M FROM THE MISSOURI
 JD0358'PACIFIC RAILROAD CROSSING AT CLARKSBURG, THENCE 1.3 MILES NORTH
 JD0358'ALONG A GRAVELED COUNTY ROAD, THENCE 0.1 MILE WEST ALONG A
 JD0358'TRACK ROAD, 59 FEET EAST-NORTHEAST OF A T-FENCE JUNCTION, 26.1
 JD0358'FEET NORTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE
 JD0358'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0355 ***********************************************************************
 JD0355  DESIGNATION -  D 3 B 2
 JD0355  PID         -  JD0355
 JD0355  STATE/COUNTY-  MO/COOPER
 JD0355  USGS QUAD   -  CLARKSBURG (1985)
 JD0355
 JD0355                         *CURRENT SURVEY CONTROL
 JD0355  ___________________________________________________________________
 JD0355* NAD 83(1986)-  38 42 39.     (N)    092 40 17.     (W)     SCALED    
 JD0355* NAVD 88     -       268.526  (meters)     880.99   (feet)  ADJUSTED  
 JD0355  ___________________________________________________________________
 JD0355  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0355  DYNAMIC HT  -         268.345 (meters)     880.40  (feet)  COMP
 JD0355  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 JD0355
 JD0355  VERT ORDER  -  FIRST     CLASS II
 JD0355
 JD0355.The horizontal coordinates were scaled from a topographic map and have
 JD0355.an estimated accuracy of +/- 6 seconds.
 JD0355
 JD0355.The orthometric height was determined by differential leveling
 JD0355.and adjusted by the National Geodetic Survey in June 1991..
 JD0355
 JD0355.The geoid height was determined by GEOID03.
 JD0355
 JD0355.The dynamic height is computed by dividing the NAVD 88
 JD0355.geopotential number by the normal gravity value computed on the
 JD0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0355.degrees latitude (g = 980.6199 gals.).
 JD0355
 JD0355.The modeled gravity was interpolated from observed gravity values.
 JD0355
 JD0355;                    North         East    Units  Estimated Accuracy
 JD0355;SPC MO C     -   319,350.      485,090.      MT  (+/- 180 meters Scaled)
 JD0355
 JD0355                          SUPERSEDED SURVEY CONTROL
 JD0355
 JD0355  NGVD 29 (??/??/92)  268.43   (m)          880.7    (f) COMPUTED    1 2
 JD0355
 JD0355.Superseded values are not recommended for survey control.
 JD0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0355.See file dsdata.txt to determine how the superseded data were derived.
 JD0355
 JD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC285847(NAD 83)
 JD0355_MARKER: DZ = AZIMUTH MARK DISK
 JD0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0355+STABILITY: SURFACE MOTION
 JD0355
 JD0355  HISTORY     - Date     Condition        Report By
 JD0355  HISTORY     - UNK      MONUMENTED       DOD
 JD0355  HISTORY     - 1963     GOOD             NGS
 JD0355
 JD0355                          STATION DESCRIPTION
 JD0355
 JD0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0355'3.6 MI N FROM CLARKSBURG.
 JD0355'ABOUT 2.7 MILES NORTH ALONG COUNTY ROAD M FROM THE MISSOURI
 JD0355'PACIFIC RAILROAD CROSSING AT CLARKSBURG, THENCE 0.95 MILE NORTH
 JD0355'ALONG A GRAVELED COUNTY ROAD, 240 FEET SOUTHEAST OF THE CENTER
 JD0355'OF A ROAD INTERSECTION, 130 FEET EAST OF THE CENTERLINE OF THE
 JD0355'ROAD, 119 FEET NORTHEAST OF A TELEPHONE POLE, 117 FEET NORTHEAST
 JD0355'OF D 4 Z R.M. 2, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD, A
 JD0355'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF
 JD0355'THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0356 ***********************************************************************
 JD0356  DESIGNATION -  D 3 Z
 JD0356  PID         -  JD0356
 JD0356  STATE/COUNTY-  MO/COOPER
 JD0356  USGS QUAD   -  CLARKSBURG (1985)
 JD0356
 JD0356                         *CURRENT SURVEY CONTROL
 JD0356  ___________________________________________________________________
 JD0356* NAD 83(1986)-  38 42 35.     (N)    092 40 09.     (W)     SCALED    
 JD0356* NAVD 88     -       274.267  (meters)     899.82   (feet)  ADJUSTED  
 JD0356  ___________________________________________________________________
 JD0356  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0356  DYNAMIC HT  -         274.082 (meters)     899.22  (feet)  COMP
 JD0356  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 JD0356
 JD0356  VERT ORDER  -  FIRST     CLASS II
 JD0356
 JD0356.The horizontal coordinates were scaled from a topographic map and have
 JD0356.an estimated accuracy of +/- 6 seconds.
 JD0356
 JD0356.The orthometric height was determined by differential leveling
 JD0356.and adjusted by the National Geodetic Survey in June 1991..
 JD0356
 JD0356.The geoid height was determined by GEOID03.
 JD0356
 JD0356.The dynamic height is computed by dividing the NAVD 88
 JD0356.geopotential number by the normal gravity value computed on the
 JD0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0356.degrees latitude (g = 980.6199 gals.).
 JD0356
 JD0356.The modeled gravity was interpolated from observed gravity values.
 JD0356
 JD0356;                    North         East    Units  Estimated Accuracy
 JD0356;SPC MO C     -   319,220.      485,290.      MT  (+/- 180 meters Scaled)
 JD0356
 JD0356                          SUPERSEDED SURVEY CONTROL
 JD0356
 JD0356  NGVD 29 (??/??/92)  274.18   (m)          899.5    (f) COMPUTED    1 2
 JD0356
 JD0356.Superseded values are not recommended for survey control.
 JD0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0356.See file dsdata.txt to determine how the superseded data were derived.
 JD0356
 JD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC287846(NAD 83)
 JD0356_MARKER: DS = TRIANGULATION STATION DISK
 JD0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0356_STAMPING: D 3 Z 1963
 JD0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0356+STABILITY: SURFACE MOTION
 JD0356
 JD0356  HISTORY     - Date     Condition        Report By
 JD0356  HISTORY     - 1963     MONUMENTED       CGS
 JD0356
 JD0356                          STATION DESCRIPTION
 JD0356
 JD0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0356'3.8 MI N FROM CLARKSBURG.
 JD0356'ABOUT 2.7 MILES NORTH ALONG COUNTY ROAD M FROM THE MISSOURI
 JD0356'PACIFIC RAILROAD CROSSING AT CLARKSBURG, THENCE 0.95 MILE
 JD0356'NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.15 MILE SOUTHEAST
 JD0356'ACROSS A FIELD, AT THE CREST OF A HILL, 0.1 MILE WEST OF A GROVE
 JD0356'OF TREES AND A NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE
 JD0356'POST 18 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0357 ***********************************************************************
 JD0357  DESIGNATION -  D 3 Z RM 1
 JD0357  PID         -  JD0357
 JD0357  STATE/COUNTY-  MO/COOPER
 JD0357  USGS QUAD   -  CLARKSBURG (1985)
 JD0357
 JD0357                         *CURRENT SURVEY CONTROL
 JD0357  ___________________________________________________________________
 JD0357* NAD 83(1986)-  38 42 41.     (N)    092 40 03.     (W)     SCALED    
 JD0357* NAVD 88     -       268.391  (meters)     880.55   (feet)  ADJUSTED  
 JD0357  ___________________________________________________________________
 JD0357  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0357  DYNAMIC HT  -         268.210 (meters)     879.95  (feet)  COMP
 JD0357  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 JD0357
 JD0357  VERT ORDER  -  FIRST     CLASS II
 JD0357
 JD0357.The horizontal coordinates were scaled from a topographic map and have
 JD0357.an estimated accuracy of +/- 6 seconds.
 JD0357
 JD0357.The orthometric height was determined by differential leveling
 JD0357.and adjusted by the National Geodetic Survey in June 1991..
 JD0357
 JD0357.The geoid height was determined by GEOID03.
 JD0357
 JD0357.The dynamic height is computed by dividing the NAVD 88
 JD0357.geopotential number by the normal gravity value computed on the
 JD0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0357.degrees latitude (g = 980.6199 gals.).
 JD0357
 JD0357.The modeled gravity was interpolated from observed gravity values.
 JD0357
 JD0357;                    North         East    Units  Estimated Accuracy
 JD0357;SPC MO C     -   319,410.      485,430.      MT  (+/- 180 meters Scaled)
 JD0357
 JD0357                          SUPERSEDED SURVEY CONTROL
 JD0357
 JD0357  NGVD 29 (??/??/92)  268.30   (m)          880.2    (f) COMPUTED    1 2
 JD0357
 JD0357.Superseded values are not recommended for survey control.
 JD0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0357.See file dsdata.txt to determine how the superseded data were derived.
 JD0357
 JD0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC289848(NAD 83)
 JD0357_MARKER: DR = REFERENCE MARK DISK
 JD0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0357_STAMPING: D 3 Z NO 1 1963
 JD0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0357+STABILITY: SURFACE MOTION
 JD0357
 JD0357  HISTORY     - Date     Condition        Report By
 JD0357  HISTORY     - 1963     MONUMENTED       CGS
 JD0357
 JD0357                          STATION DESCRIPTION
 JD0357
 JD0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0357'4 MI N FROM CLARKSBURG.
 JD0357'ABOUT 2.7 MILES NORTH ALONG COUNTY ROAD M FROM THE MISSOURI
 JD0357'PACIFIC RAILROAD CROSSING AT CLARKSBURG, THENCE 1.0 MILE NORTH
 JD0357'ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE EAST ALONG A
 JD0357'COUNTY ROAD, 86.6 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.0
 JD0357'FEET WEST OF A NORTH-SOUTH FENCE, 1.5 FEET SOUTH OF A METAL
 JD0357'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 JD0357'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0354 ***********************************************************************
 JD0354  DESIGNATION -  D 3 Z RM 2
 JD0354  PID         -  JD0354
 JD0354  STATE/COUNTY-  MO/COOPER
 JD0354  USGS QUAD   -  CLARKSBURG (1985)
 JD0354
 JD0354                         *CURRENT SURVEY CONTROL
 JD0354  ___________________________________________________________________
 JD0354* NAD 83(1986)-  38 42 38.     (N)    092 40 19.     (W)     SCALED    
 JD0354* NAVD 88     -       268.394  (meters)     880.56   (feet)  ADJUSTED  
 JD0354  ___________________________________________________________________
 JD0354  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0354  DYNAMIC HT  -         268.212 (meters)     879.96  (feet)  COMP
 JD0354  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 JD0354
 JD0354  VERT ORDER  -  FIRST     CLASS II
 JD0354
 JD0354.The horizontal coordinates were scaled from a topographic map and have
 JD0354.an estimated accuracy of +/- 6 seconds.
 JD0354
 JD0354.The orthometric height was determined by differential leveling
 JD0354.and adjusted by the National Geodetic Survey in June 1991..
 JD0354
 JD0354.The geoid height was determined by GEOID03.
 JD0354
 JD0354.The dynamic height is computed by dividing the NAVD 88
 JD0354.geopotential number by the normal gravity value computed on the
 JD0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0354.degrees latitude (g = 980.6199 gals.).
 JD0354
 JD0354.The modeled gravity was interpolated from observed gravity values.
 JD0354
 JD0354;                    North         East    Units  Estimated Accuracy
 JD0354;SPC MO C     -   319,320.      485,050.      MT  (+/- 180 meters Scaled)
 JD0354
 JD0354                          SUPERSEDED SURVEY CONTROL
 JD0354
 JD0354  NGVD 29 (??/??/92)  268.30   (m)          880.2    (f) COMPUTED    1 2
 JD0354
 JD0354.Superseded values are not recommended for survey control.
 JD0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0354.See file dsdata.txt to determine how the superseded data were derived.
 JD0354
 JD0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC285847(NAD 83)
 JD0354_MARKER: DB = BENCH MARK DISK
 JD0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0354_STAMPING: D 3 Z NO 2 1963
 JD0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0354+STABILITY: SURFACE MOTION
 JD0354
 JD0354  HISTORY     - Date     Condition        Report By
 JD0354  HISTORY     - 1963     MONUMENTED       CGS
 JD0354
 JD0354                          STATION DESCRIPTION
 JD0354
 JD0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0354'3.6 MI N FROM CLARKSBURG.
 JD0354'ABOUT 2.7 MILES NORTH ALONG COUNTY ROAD M FROM THE MISSOURI
 JD0354'PACIFIC RAILROAD CROSSING AT CLARKSBURG, THENCE 0.95 MILE NORTH
 JD0354'ALONG A GRAVELED COUNTY ROAD, 0.05 MILE SOUTH OF A ROAD INTERSECTION,
 JD0354'AT THE CREST OF A HILL, 117 FEET SOUTHWEST OF D 3 B 2, 33.6 FEET
 JD0354'EAST OF THE CENTERLINE OF THE ROAD, 4.0 FEET NORTH OF A TELEPHONE
 JD0354'POLE, 2.6 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 JD0354'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD0354'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0364 ***********************************************************************
 HD0364  DESIGNATION -  D 30
 HD0364  PID         -  HD0364
 HD0364  STATE/COUNTY-  MO/LACLEDE
 HD0364  USGS QUAD   -  ELDRIDGE EAST (1985)
 HD0364
 HD0364                         *CURRENT SURVEY CONTROL
 HD0364  ___________________________________________________________________
 HD0364* NAD 83(1986)-  37 47 13.     (N)    092 40 45.     (W)     SCALED    
 HD0364* NAVD 88     -       358.801  (meters)    1177.17   (feet)  ADJUSTED  
 HD0364  ___________________________________________________________________
 HD0364  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HD0364  DYNAMIC HT  -         358.527 (meters)    1176.27  (feet)  COMP
 HD0364  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 HD0364
 HD0364  VERT ORDER  -  SECOND    CLASS 0
 HD0364
 HD0364.The horizontal coordinates were scaled from a topographic map and have
 HD0364.an estimated accuracy of +/- 6 seconds.
 HD0364
 HD0364.The orthometric height was determined by differential leveling
 HD0364.and adjusted by the National Geodetic Survey in June 1991..
 HD0364
 HD0364.The geoid height was determined by GEOID03.
 HD0364
 HD0364.The dynamic height is computed by dividing the NAVD 88
 HD0364.geopotential number by the normal gravity value computed on the
 HD0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0364.degrees latitude (g = 980.6199 gals.).
 HD0364
 HD0364.The modeled gravity was interpolated from observed gravity values.
 HD0364
 HD0364;                    North         East    Units  Estimated Accuracy
 HD0364;SPC MO C     -   216,800.      484,220.      MT  (+/- 180 meters Scaled)
 HD0364
 HD0364                          SUPERSEDED SURVEY CONTROL
 HD0364
 HD0364  NGVD 29 (??/??/92)  358.686  (m)         1176.79   (f) ADJ UNCH    2 0
 HD0364
 HD0364.Superseded values are not recommended for survey control.
 HD0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0364.See file dsdata.txt to determine how the superseded data were derived.
 HD0364
 HD0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB282822(NAD 83)
 HD0364_MARKER: DB = BENCH MARK DISK
 HD0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0364_STAMPING: D 30 1934
 HD0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0364+STABILITY: SURFACE MOTION
 HD0364
 HD0364  HISTORY     - Date     Condition        Report By
 HD0364  HISTORY     - 1934     MONUMENTED       CGS
 HD0364
 HD0364                          STATION DESCRIPTION
 HD0364
 HD0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0364'7.4 MI N FROM LEBANON.
 HD0364'7.4 MILES NORTH ALONG STATE HIGHWAY 5 FROM LEBANON, 0.2 MILE
 HD0364'SOUTH OF DOVE, 150 FEET SOUTHWEST OF THE RESIDENCE OF J.J.
 HD0364'MARTIN, AT A ROAD JUNCTION, 33.4 FEET SOUTH OF THE CENTERLINE
 HD0364'OF THE SIDE ROAD, AND 47 FEET EAST OF THE CENTERLINE OF THE
 HD0364'HIGHWAY.  A STANDARD DISK, STAMPED D 30 1934 AND SET IN THE
 HD0364'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1542 ***********************************************************************
 HD1542  DESIGNATION -  D 30 RESET
 HD1542  PID         -  HD1542
 HD1542  STATE/COUNTY-  MO/LACLEDE
 HD1542  USGS QUAD   -  ELDRIDGE EAST (1985)
 HD1542
 HD1542                         *CURRENT SURVEY CONTROL
 HD1542  ___________________________________________________________________
 HD1542* NAD 83(1986)-  37 47 13.     (N)    092 40 45.     (W)     SCALED    
 HD1542* NAVD 88     -       358.27   (meters)    1175.4    (feet)  RESET     
 HD1542  ___________________________________________________________________
 HD1542  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HD1542
 HD1542  VERT ORDER  -  THIRD
 HD1542
 HD1542.The horizontal coordinates were scaled from a topographic map and have
 HD1542.an estimated accuracy of +/- 6 seconds.
 HD1542
 HD1542.The orthometric height was computed from unverified reset data.
 HD1542.No vertical observational check was made to the station.
 HD1542
 HD1542.The geoid height was determined by GEOID03.
 HD1542
 HD1542;                    North         East    Units  Estimated Accuracy
 HD1542;SPC MO C     -   216,800.      484,220.      MT  (+/- 180 meters Scaled)
 HD1542
 HD1542                          SUPERSEDED SURVEY CONTROL
 HD1542
 HD1542  NGVD 29 (02/22/06)  358.15   (m)         1175.0    (f) RESET       3  
 HD1542
 HD1542.Superseded values are not recommended for survey control.
 HD1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1542.See file dsdata.txt to determine how the superseded data were derived.
 HD1542
 HD1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB282822(NAD 83)
 HD1542_MARKER: DD = SURVEY DISK
 HD1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1542_SP_SET: CONCRETE POST
 HD1542_STAMPING: D 30 RESET 1986
 HD1542_MARK LOGO: MOHC  
 HD1542_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1542+STABILITY: SURFACE MOTION
 HD1542
 HD1542  HISTORY     - Date     Condition        Report By
 HD1542  HISTORY     - 1986     MONUMENTED       MOHC
 HD1542
 HD1542                          STATION DESCRIPTION
 HD1542
 HD1542'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1986
 HD1542'7.4 MILES NORTH ALONG STATE HIGHWAY 5 FROM LEBANON, 74.0 FEET
 HD1542'LEFT OF CENTERLINE OF STATION 404+00 ON NEW ROUTE 5, WITNESS
 HD1542'POST SET 4 FEET SOUTHERLY OF USGS D 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2067 ***********************************************************************
 JD2067  DESIGNATION -  D 300
 JD2067  PID         -  JD2067
 JD2067  STATE/COUNTY-  MO/LAFAYETTE
 JD2067  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2067
 JD2067                         *CURRENT SURVEY CONTROL
 JD2067  ___________________________________________________________________
 JD2067* NAD 83(1986)-  38 58 15.     (N)    093 58 02.     (W)     SCALED    
 JD2067* NAVD 88     -       252.918  (meters)     829.78   (feet)  ADJUSTED  
 JD2067  ___________________________________________________________________
 JD2067  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2067  DYNAMIC HT  -         252.752 (meters)     829.24  (feet)  COMP
 JD2067  MODELED GRAV-     979,964.0   (mgal)                       NAVD 88
 JD2067
 JD2067  VERT ORDER  -  SECOND    CLASS 0
 JD2067
 JD2067.The horizontal coordinates were scaled from a topographic map and have
 JD2067.an estimated accuracy of +/- 6 seconds.
 JD2067
 JD2067.The orthometric height was determined by differential leveling
 JD2067.and adjusted by the National Geodetic Survey in June 1991..
 JD2067
 JD2067.The geoid height was determined by GEOID03.
 JD2067
 JD2067.The dynamic height is computed by dividing the NAVD 88
 JD2067.geopotential number by the normal gravity value computed on the
 JD2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2067.degrees latitude (g = 980.6199 gals.).
 JD2067
 JD2067.The modeled gravity was interpolated from observed gravity values.
 JD2067
 JD2067;                    North         East    Units  Estimated Accuracy
 JD2067;SPC MO W     -   311,350.      896,170.      MT  (+/- 180 meters Scaled)
 JD2067
 JD2067                          SUPERSEDED SURVEY CONTROL
 JD2067
 JD2067  NGVD 29 (??/??/92)  252.817  (m)          829.45   (f) ADJ UNCH    2 0
 JD2067
 JD2067.Superseded values are not recommended for survey control.
 JD2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2067.See file dsdata.txt to determine how the superseded data were derived.
 JD2067
 JD2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD162139(NAD 83)
 JD2067_MARKER: DB = BENCH MARK DISK
 JD2067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2067_SP_SET: CULVERT
 JD2067_STAMPING: D 300 1963
 JD2067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2067+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 JD2067
 JD2067  HISTORY     - Date     Condition        Report By
 JD2067  HISTORY     - 1963     MONUMENTED       CGS
 JD2067  HISTORY     - 19970701 GOOD             MOHC
 JD2067  HISTORY     - 20060904 GOOD             GEOCAC
 JD2067
 JD2067                          STATION DESCRIPTION
 JD2067
 JD2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2067'2.8 MI S FROM ODESSA.
 JD2067'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE POST
 JD2067'OFFICE AT ODESSA, THENCE 1.3 MILES SOUTHWEST ALONG HIGHWAY OO,
 JD2067'THENCE 0.55 MILE SOUTH ALONG A GRAVELED ROAD, SET IN THE TOP
 JD2067'OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF AN
 JD2067'8 X 5 FOOT CONCRETE CULVERT, 12 FEET EAST OF THE CENTERLINE
 JD2067'OF THE ROAD, 3 FEET SOUTH OF THE NORTH END OF THE HEAD WALL,
 JD2067'AND ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD.
 JD2067
 JD2067                          STATION RECOVERY (1997)
 JD2067
 JD2067'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1997 (MP)
 JD2067'RECOVERED IN GOOD CONDITION.
 JD2067
 JD2067                          STATION RECOVERY (2006)
 JD2067
 JD2067'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2067'THE GRAVELED ROAD DESCRIBED IN 1963 IS ED'S ROAD.
 JD2067' 
 JD2067'HH2 N38 58 15.4 W93 58 03.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2050 ***********************************************************************
 JD2050  DESIGNATION -  D 301
 JD2050  PID         -  JD2050
 JD2050  STATE/COUNTY-  MO/JOHNSON
 JD2050  USGS QUAD   -  PITTSVILLE (1981)
 JD2050
 JD2050                         *CURRENT SURVEY CONTROL
 JD2050  ___________________________________________________________________
 JD2050* NAD 83(1986)-  38 51 39.     (N)    093 59 23.     (W)     SCALED    
 JD2050* NAVD 88     -       263.441  (meters)     864.31   (feet)  ADJUSTED  
 JD2050  ___________________________________________________________________
 JD2050  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD2050  DYNAMIC HT  -         263.265 (meters)     863.73  (feet)  COMP
 JD2050  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 JD2050
 JD2050  VERT ORDER  -  SECOND    CLASS 0
 JD2050
 JD2050.The horizontal coordinates were scaled from a topographic map and have
 JD2050.an estimated accuracy of +/- 6 seconds.
 JD2050
 JD2050.The orthometric height was determined by differential leveling
 JD2050.and adjusted by the National Geodetic Survey in June 1991..
 JD2050
 JD2050.The geoid height was determined by GEOID03.
 JD2050
 JD2050.The dynamic height is computed by dividing the NAVD 88
 JD2050.geopotential number by the normal gravity value computed on the
 JD2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2050.degrees latitude (g = 980.6199 gals.).
 JD2050
 JD2050.The modeled gravity was interpolated from observed gravity values.
 JD2050
 JD2050;                    North         East    Units  Estimated Accuracy
 JD2050;SPC MO W     -   299,130.      894,290.      MT  (+/- 180 meters Scaled)
 JD2050
 JD2050                          SUPERSEDED SURVEY CONTROL
 JD2050
 JD2050  NGVD 29 (??/??/92)  263.340  (m)          863.97   (f) ADJ UNCH    2 0
 JD2050
 JD2050.Superseded values are not recommended for survey control.
 JD2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2050.See file dsdata.txt to determine how the superseded data were derived.
 JD2050
 JD2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD141017(NAD 83)
 JD2050_MARKER: DB = BENCH MARK DISK
 JD2050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2050_SP_SET: CULVERT
 JD2050_STAMPING: D 301 1963
 JD2050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2050+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 JD2050
 JD2050  HISTORY     - Date     Condition        Report By
 JD2050  HISTORY     - 1963     MONUMENTED       CGS
 JD2050  HISTORY     - 1985     GOOD             NGS
 JD2050  HISTORY     - 20051203 GOOD             INDIV
 JD2050
 JD2050                          STATION DESCRIPTION
 JD2050
 JD2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2050'0.7 MI N FROM PITTSVILLE.
 JD2050'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE
 JD2050'INTERSECTION OF U.S. HIGHWAY 50 AT PITTSVILLE, SET IN THE TOP
 JD2050'OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 6 X 16
 JD2050'FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 16.5 FEET EAST OF THE
 JD2050'CENTERLINE OF THE HIGHWAY, 0.8 FOOT SOUTH OF THE NORTH EDGE OF
 JD2050'THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 JD2050
 JD2050                          STATION RECOVERY (1985)
 JD2050
 JD2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JD2050'A WITNESS POST WAS PLACED 0.30 M (1 FT) NORTHEAST OF THE MARK.
 JD2050
 JD2050                          STATION RECOVERY (2005)
 JD2050
 JD2050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD2050'THE WITNESS POST PLACED IN 1985 HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0227 ***********************************************************************
 JE0227  DESIGNATION -  D 302
 JE0227  PID         -  JE0227
 JE0227  STATE/COUNTY-  MO/CASS
 JE0227  USGS QUAD   -  GARDEN CITY (1954)
 JE0227
 JE0227                         *CURRENT SURVEY CONTROL
 JE0227  ___________________________________________________________________
 JE0227* NAD 83(1986)-  38 32 22.     (N)    094 07 47.     (W)     SCALED    
 JE0227* NAVD 88     -       284.198  (meters)     932.41   (feet)  ADJUSTED  
 JE0227  ___________________________________________________________________
 JE0227  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JE0227  DYNAMIC HT  -         284.003 (meters)     931.77  (feet)  COMP
 JE0227  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 JE0227
 JE0227  VERT ORDER  -  SECOND    CLASS 0
 JE0227
 JE0227.The horizontal coordinates were scaled from a topographic map and have
 JE0227.an estimated accuracy of +/- 6 seconds.
 JE0227
 JE0227.The orthometric height was determined by differential leveling
 JE0227.and adjusted by the National Geodetic Survey in June 1991..
 JE0227
 JE0227.The geoid height was determined by GEOID03.
 JE0227
 JE0227.The dynamic height is computed by dividing the NAVD 88
 JE0227.geopotential number by the normal gravity value computed on the
 JE0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0227.degrees latitude (g = 980.6199 gals.).
 JE0227
 JE0227.The modeled gravity was interpolated from observed gravity values.
 JE0227
 JE0227;                    North         East    Units  Estimated Accuracy
 JE0227;SPC MO W     -   263,390.      882,280.      MT  (+/- 180 meters Scaled)
 JE0227
 JE0227                          SUPERSEDED SURVEY CONTROL
 JE0227
 JE0227  NGVD 29 (??/??/92)  284.068  (m)          931.98   (f) ADJ UNCH    2 0
 JE0227
 JE0227.Superseded values are not recommended for survey control.
 JE0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0227.See file dsdata.txt to determine how the superseded data were derived.
 JE0227
 JE0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC015662(NAD 83)
 JE0227_MARKER: DB = BENCH MARK DISK
 JE0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0227_STAMPING: D 302 1963
 JE0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0227+STABILITY: SURFACE MOTION
 JE0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0227+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 JE0227
 JE0227  HISTORY     - Date     Condition        Report By
 JE0227  HISTORY     - 1963     MONUMENTED       CGS
 JE0227  HISTORY     - 1981     GOOD             NGS
 JE0227  HISTORY     - 20060707 GOOD             INDIV
 JE0227
 JE0227                          STATION DESCRIPTION
 JE0227
 JE0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0227'4.5 MI SE FROM GARDEN CITY.
 JE0227'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 JE0227'AT GARDEN CITY, THENCE 2.8 MILES EAST ALONG PAVED STATE ROAD
 JE0227'NN, THENCE 1.0 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, IN
 JE0227'S 9, R 29 W, T 43 N, 34 FEET SOUTHEAST OF THE CENTER OF THE
 JE0227'INTERSECTION OF AN EAST-WEST ROAD, 25 FEET EAST OF THE CENTERLINE
 JE0227'OF THE NORTH-SOUTH ROAD, 23 FEET SOUTH OF THE CENTERLINE OF
 JE0227'THE EAST-WEST ROAD, 6 FEET NORTH OF A 12-INCH ASH TREE, 5 FEET
 JE0227'SOUTHEAST OF A FENCE CORNER, 1.5 FEET WEST OF A METAL WITNESS
 JE0227'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE NORTH-SOUTH ROAD,
 JE0227'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JE0227
 JE0227                          STATION RECOVERY (1981)
 JE0227
 JE0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0227'RECOVERED IN GOOD CONDITION.
 JE0227
 JE0227                          STATION RECOVERY (2006)
 JE0227
 JE0227'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0227'THE 12-INCH ASK TREE HAS BEEN REMOVED. THE FENCE HAS BEEN REMOVED AND
 JE0227'THE ENTIRE AREA IS OVERGROWN IN SHRUBS AND WEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0240 ***********************************************************************
 JE0240  DESIGNATION -  D 303
 JE0240  PID         -  JE0240
 JE0240  STATE/COUNTY-  MO/JOHNSON
 JE0240  USGS QUAD   -  KINGSVILLE (1954)
 JE0240
 JE0240                         *CURRENT SURVEY CONTROL
 JE0240  ___________________________________________________________________
 JE0240* NAD 83(1986)-  38 40 45.     (N)    094 00 18.     (W)     SCALED    
 JE0240* NAVD 88     -       268.425  (meters)     880.66   (feet)  ADJUSTED  
 JE0240  ___________________________________________________________________
 JE0240  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JE0240  DYNAMIC HT  -         268.241 (meters)     880.05  (feet)  COMP
 JE0240  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 JE0240
 JE0240  VERT ORDER  -  SECOND    CLASS 0
 JE0240
 JE0240.The horizontal coordinates were scaled from a topographic map and have
 JE0240.an estimated accuracy of +/- 6 seconds.
 JE0240
 JE0240.The orthometric height was determined by differential leveling
 JE0240.and adjusted by the National Geodetic Survey in June 1991..
 JE0240
 JE0240.The geoid height was determined by GEOID03.
 JE0240
 JE0240.The dynamic height is computed by dividing the NAVD 88
 JE0240.geopotential number by the normal gravity value computed on the
 JE0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0240.degrees latitude (g = 980.6199 gals.).
 JE0240
 JE0240.The modeled gravity was interpolated from observed gravity values.
 JE0240
 JE0240;                    North         East    Units  Estimated Accuracy
 JE0240;SPC MO W     -   278,950.      893,070.      MT  (+/- 180 meters Scaled)
 JE0240
 JE0240                          SUPERSEDED SURVEY CONTROL
 JE0240
 JE0240  NGVD 29 (??/??/92)  268.316  (m)          880.30   (f) ADJ UNCH    2 0
 JE0240
 JE0240.Superseded values are not recommended for survey control.
 JE0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0240.See file dsdata.txt to determine how the superseded data were derived.
 JE0240
 JE0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC125816(NAD 83)
 JE0240_MARKER: DB = BENCH MARK DISK
 JE0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0240_SP_SET: CULVERT
 JE0240_STAMPING: D 303 1963
 JE0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0240
 JE0240  HISTORY     - Date     Condition        Report By
 JE0240  HISTORY     - 1963     MONUMENTED       CGS
 JE0240  HISTORY     - 1964     GOOD             NGS
 JE0240  HISTORY     - 20060811 GOOD             INDIV
 JE0240
 JE0240                          STATION DESCRIPTION
 JE0240
 JE0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0240'2 MI N FROM MEDFORD.
 JE0240'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JE0240'CROSSING AT MEDFORD, IN S 27, R 28 W, T 45 N, SET IN THE TOP
 JE0240'OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A 4 X 10 FOOT
 JE0240'CONCRETE CULVERT UNDER THE HIGHWAY, 14 FEET WEST OF THE CENTERLINE
 JE0240'OF THE HIGHWAY, 0.8 FOOT NORTH OF THE SOUTH EDGE OF THE HEADWALL,
 JE0240'AND ABOUT LEVEL WITH THE HIGHWAY.
 JE0240
 JE0240                          STATION RECOVERY (1964)
 JE0240
 JE0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JE0240'RECOVERED IN GOOD CONDITION.
 JE0240
 JE0240                          STATION RECOVERY (2006)
 JE0240
 JE0240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0240'HIGHWAY 131 NOW HAS A CURVE TO THE SOUTH. THE CULVERT IS LOCATED ALONG
 JE0240'THE NORTH-SOUTH GRAVEL HIGHWAY ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2303 ***********************************************************************
 JD2303  DESIGNATION -  D 304
 JD2303  PID         -  JD2303
 JD2303  STATE/COUNTY-  MO/JOHNSON
 JD2303  USGS QUAD   -  HOLDEN (1954)
 JD2303
 JD2303                         *CURRENT SURVEY CONTROL
 JD2303  ___________________________________________________________________
 JD2303* NAD 83(1986)-  38 38 58.     (N)    093 56 32.     (W)     SCALED    
 JD2303* NAVD 88     -       257.987  (meters)     846.41   (feet)  ADJUSTED  
 JD2303  ___________________________________________________________________
 JD2303  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2303  DYNAMIC HT  -         257.810 (meters)     845.83  (feet)  COMP
 JD2303  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 JD2303
 JD2303  VERT ORDER  -  SECOND    CLASS 0
 JD2303
 JD2303.The horizontal coordinates were scaled from a topographic map and have
 JD2303.an estimated accuracy of +/- 6 seconds.
 JD2303
 JD2303.The orthometric height was determined by differential leveling
 JD2303.and adjusted by the National Geodetic Survey in June 1991..
 JD2303
 JD2303.The geoid height was determined by GEOID03.
 JD2303
 JD2303.The dynamic height is computed by dividing the NAVD 88
 JD2303.geopotential number by the normal gravity value computed on the
 JD2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2303.degrees latitude (g = 980.6199 gals.).
 JD2303
 JD2303.The modeled gravity was interpolated from observed gravity values.
 JD2303
 JD2303;                    North         East    Units  Estimated Accuracy
 JD2303;SPC MO W     -   275,680.      898,550.      MT  (+/- 180 meters Scaled)
 JD2303
 JD2303                          SUPERSEDED SURVEY CONTROL
 JD2303
 JD2303  NGVD 29 (??/??/92)  257.877  (m)          846.05   (f) ADJ UNCH    2 0
 JD2303
 JD2303.Superseded values are not recommended for survey control.
 JD2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2303.See file dsdata.txt to determine how the superseded data were derived.
 JD2303
 JD2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC180782(NAD 83)
 JD2303_MARKER: DB = BENCH MARK DISK
 JD2303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2303_SP_SET: CULVERT
 JD2303_STAMPING: D 304 1963
 JD2303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2303
 JD2303  HISTORY     - Date     Condition        Report By
 JD2303  HISTORY     - 1963     MONUMENTED       CGS
 JD2303  HISTORY     - 20060707 GOOD             INDIV
 JD2303
 JD2303                          STATION DESCRIPTION
 JD2303
 JD2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2303'4.3 MI E FROM MEDFORD.
 JD2303'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JD2303'CROSSING AT MEDFORD, THENCE 1.0 MILE EAST ALONG A GRAVELED
 JD2303'COUNTY ROAD, THENCE 1.6 MILES NORTHEAST ALONG A GRADED COUNTY ROAD,
 JD2303'THENCE 1.2 MILES EAST ALONG GRAVELED STATE ROAD KK, IN S 31, R 27
 JD2303'W, T 45 N, 12.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, SET IN
 JD2303'THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 JD2303'6 X 10 FOOT CONCRETE CULVERT, 0.6 FOOT EAST OF THE WEST EDGE OF
 JD2303'THE HEADWALL, AND ABOUT LEVEL WITH THE ROAD.
 JD2303
 JD2303                          STATION RECOVERY (2006)
 JD2303
 JD2303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2266 ***********************************************************************
 JD2266  DESIGNATION -  D 305
 JD2266  PID         -  JD2266
 JD2266  STATE/COUNTY-  MO/JOHNSON
 JD2266  USGS QUAD   -  CHILHOWEE (1955)
 JD2266
 JD2266                         *CURRENT SURVEY CONTROL
 JD2266  ___________________________________________________________________
 JD2266* NAD 83(1986)-  38 33 48.     (N)    093 51 57.     (W)     SCALED    
 JD2266* NAVD 88     -       269.626  (meters)     884.60   (feet)  ADJUSTED  
 JD2266  ___________________________________________________________________
 JD2266  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JD2266  DYNAMIC HT  -         269.442 (meters)     883.99  (feet)  COMP
 JD2266  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JD2266
 JD2266  VERT ORDER  -  SECOND    CLASS 0
 JD2266
 JD2266.The horizontal coordinates were scaled from a topographic map and have
 JD2266.an estimated accuracy of +/- 6 seconds.
 JD2266
 JD2266.The orthometric height was determined by differential leveling
 JD2266.and adjusted by the National Geodetic Survey in June 1991..
 JD2266
 JD2266.The geoid height was determined by GEOID03.
 JD2266
 JD2266.The dynamic height is computed by dividing the NAVD 88
 JD2266.geopotential number by the normal gravity value computed on the
 JD2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2266.degrees latitude (g = 980.6199 gals.).
 JD2266
 JD2266.The modeled gravity was interpolated from observed gravity values.
 JD2266
 JD2266;                    North         East    Units  Estimated Accuracy
 JD2266;SPC MO W     -   266,170.      905,270.      MT  (+/- 180 meters Scaled)
 JD2266
 JD2266                          SUPERSEDED SURVEY CONTROL
 JD2266
 JD2266  NGVD 29 (??/??/92)  269.51   (m)          884.2    (f) COMPUTED    2 0
 JD2266
 JD2266.Superseded values are not recommended for survey control.
 JD2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2266.See file dsdata.txt to determine how the superseded data were derived.
 JD2266
 JD2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC245686(NAD 83)
 JD2266_MARKER: DB = BENCH MARK DISK
 JD2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2266_STAMPING: D 305 1963
 JD2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2266+STABILITY: SURFACE MOTION
 JD2266
 JD2266  HISTORY     - Date     Condition        Report By
 JD2266  HISTORY     - 1963     MONUMENTED       CGS
 JD2266
 JD2266                          STATION DESCRIPTION
 JD2266
 JD2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2266'6.6 MI SW FROM POST OAK.
 JD2266'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 JD2266'OAK GENERAL STORE AT POST OAK, THENCE 5.8 MILES WEST ALONG
 JD2266'HENRY-JOHNSON COUNTY LINE ROAD WHICH IS GRAVELED, IN S 26,
 JD2266'R 27 W, T 44 N, 82 FEET NORTHEAST OF THE CENTER OF THE T-JUNCTION
 JD2266'OF A ROAD LEADING SOUTH, 75 FEET EAST OF THE EXTENDED CENTERLINE
 JD2266'OF THE ROAD LEADING SOUTH, 22 FEET NORTH OF THE CENTERLINE
 JD2266'OF THE EAST-WEST ROAD, 5.5 FEET SOUTHWEST OF A POWER POLE, 2.0
 JD2266'FEET SOUTH OF AN EAST-WEST FENCE, 1.5 FEET EAST OF A METAL
 JD2266'WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST ROAD, AND SET IN
 JD2266'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2141 ***********************************************************************
 JD2141  DESIGNATION -  D 306
 JD2141  PID         -  JD2141
 JD2141  STATE/COUNTY-  MO/HENRY
 JD2141  USGS QUAD   -  CHILHOWEE (1955)
 JD2141
 JD2141                         *CURRENT SURVEY CONTROL
 JD2141  ___________________________________________________________________
 JD2141* NAD 83(1986)-  38 32 34.     (N)    093 45 40.     (W)     SCALED    
 JD2141* NAVD 88     -       279.166  (meters)     915.90   (feet)  ADJUSTED  
 JD2141  ___________________________________________________________________
 JD2141  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JD2141  DYNAMIC HT  -         278.974 (meters)     915.27  (feet)  COMP
 JD2141  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 JD2141
 JD2141  VERT ORDER  -  SECOND    CLASS 0
 JD2141
 JD2141.The horizontal coordinates were scaled from a topographic map and have
 JD2141.an estimated accuracy of +/- 6 seconds.
 JD2141
 JD2141.The orthometric height was determined by differential leveling
 JD2141.and adjusted by the National Geodetic Survey in June 1991..
 JD2141
 JD2141.The geoid height was determined by GEOID03.
 JD2141
 JD2141.The dynamic height is computed by dividing the NAVD 88
 JD2141.geopotential number by the normal gravity value computed on the
 JD2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2141.degrees latitude (g = 980.6199 gals.).
 JD2141
 JD2141.The modeled gravity was interpolated from observed gravity values.
 JD2141
 JD2141;                    North         East    Units  Estimated Accuracy
 JD2141;SPC MO W     -   263,950.      914,410.      MT  (+/- 180 meters Scaled)
 JD2141
 JD2141                          SUPERSEDED SURVEY CONTROL
 JD2141
 JD2141  NGVD 29 (??/??/92)  279.05   (m)          915.5    (f) COMPUTED    2 0
 JD2141
 JD2141.Superseded values are not recommended for survey control.
 JD2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2141.See file dsdata.txt to determine how the superseded data were derived.
 JD2141
 JD2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC336663(NAD 83)
 JD2141_MARKER: DB = BENCH MARK DISK
 JD2141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2141_SP_SET: CULVERT
 JD2141_STAMPING: D 306 1963
 JD2141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2141
 JD2141  HISTORY     - Date     Condition        Report By
 JD2141  HISTORY     - 1963     MONUMENTED       CGS
 JD2141
 JD2141                          STATION DESCRIPTION
 JD2141
 JD2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2141'0.8 MI N FROM SHAWNEE MOUND.
 JD2141'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE ELEMENTARY
 JD2141'SCHOOL AT SHAWNEE MOUND, IN S 2, R 26 W, T 43 N, SET IN THE TOP
 JD2141'OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A 4 X 6 FOOT
 JD2141'CONCRETE CULVERT UNDER THE HIGHWAY, 22 FEET EAST OF THE CENTERLINE
 JD2141'OF THE ROAD, 0.4 FOOT SOUTH OF THE NORTH EDGE OF THE HEADWALL,
 JD2141'AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2170 ***********************************************************************
 JD2170  DESIGNATION -  D 307
 JD2170  PID         -  JD2170
 JD2170  STATE/COUNTY-  MO/JOHNSON
 JD2170  USGS QUAD   -  WINDSOR (1981)
 JD2170
 JD2170                         *CURRENT SURVEY CONTROL
 JD2170  ___________________________________________________________________
 JD2170* NAD 83(1986)-  38 35 15.     (N)    093 35 52.     (W)     SCALED    
 JD2170* NAVD 88     -       288.612  (meters)     946.89   (feet)  ADJUSTED  
 JD2170  ___________________________________________________________________
 JD2170  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD2170  DYNAMIC HT  -         288.411 (meters)     946.23  (feet)  COMP
 JD2170  MODELED GRAV-     979,926.0   (mgal)                       NAVD 88
 JD2170
 JD2170  VERT ORDER  -  SECOND    CLASS 0
 JD2170
 JD2170.The horizontal coordinates were scaled from a topographic map and have
 JD2170.an estimated accuracy of +/- 6 seconds.
 JD2170
 JD2170.The orthometric height was determined by differential leveling
 JD2170.and adjusted by the National Geodetic Survey in June 1991..
 JD2170
 JD2170.The geoid height was determined by GEOID03.
 JD2170
 JD2170.The dynamic height is computed by dividing the NAVD 88
 JD2170.geopotential number by the normal gravity value computed on the
 JD2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2170.degrees latitude (g = 980.6199 gals.).
 JD2170
 JD2170.The modeled gravity was interpolated from observed gravity values.
 JD2170
 JD2170;                    North         East    Units  Estimated Accuracy
 JD2170;SPC MO W     -   269,050.      928,600.      MT  (+/- 180 meters Scaled)
 JD2170
 JD2170                          SUPERSEDED SURVEY CONTROL
 JD2170
 JD2170  NGVD 29 (??/??/92)  288.501  (m)          946.52   (f) ADJ UNCH    2 0
 JD2170
 JD2170.Superseded values are not recommended for survey control.
 JD2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2170.See file dsdata.txt to determine how the superseded data were derived.
 JD2170
 JD2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC479711(NAD 83)
 JD2170_MARKER: DB = BENCH MARK DISK
 JD2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2170_STAMPING: D 307 1963
 JD2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2170+STABILITY: SURFACE MOTION
 JD2170
 JD2170  HISTORY     - Date     Condition        Report By
 JD2170  HISTORY     - 1963     MONUMENTED       CGS
 JD2170
 JD2170                          STATION DESCRIPTION
 JD2170
 JD2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2170'0.5 MI NW FROM SUTHERLAND.
 JD2170'ABOUT 0.2 MILE NORTH ALONG PAVED STATE ROAD D FROM THE COMMUNITY
 JD2170'HALL AT SUTHERLAND, THENCE 0.3 MILE WEST ALONG A GRAVELED
 JD2170'COUNTY ROAD, IN S 17, R 24 W, T 44 N, 34 FEET NORTH OF THE
 JD2170'CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A T-JUNCTION OF FENCES,
 JD2170'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JD2170'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD2170'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1121 ***********************************************************************
 JD1121  DESIGNATION -  D 308
 JD1121  PID         -  JD1121
 JD1121  STATE/COUNTY-  MO/PETTIS
 JD1121  USGS QUAD   -  SEDALIA WEST (1973)
 JD1121
 JD1121                         *CURRENT SURVEY CONTROL
 JD1121  ___________________________________________________________________
 JD1121* NAD 83(1986)-  38 43 07.     (N)    093 20 46.     (W)     SCALED    
 JD1121* NAVD 88     -       238.367  (meters)     782.04   (feet)  ADJUSTED  
 JD1121  ___________________________________________________________________
 JD1121  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1121  DYNAMIC HT  -         238.206 (meters)     781.51  (feet)  COMP
 JD1121  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 JD1121
 JD1121  VERT ORDER  -  SECOND    CLASS 0
 JD1121
 JD1121.The horizontal coordinates were scaled from a topographic map and have
 JD1121.an estimated accuracy of +/- 6 seconds.
 JD1121
 JD1121.The orthometric height was determined by differential leveling
 JD1121.and adjusted by the National Geodetic Survey in June 1991..
 JD1121
 JD1121.The geoid height was determined by GEOID03.
 JD1121
 JD1121.The dynamic height is computed by dividing the NAVD 88
 JD1121.geopotential number by the normal gravity value computed on the
 JD1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1121.degrees latitude (g = 980.6199 gals.).
 JD1121
 JD1121.The modeled gravity was interpolated from observed gravity values.
 JD1121
 JD1121;                    North         East    Units  Estimated Accuracy
 JD1121;SPC MO C     -   320,540.      426,420.      MT  (+/- 180 meters Scaled)
 JD1121
 JD1121                          SUPERSEDED SURVEY CONTROL
 JD1121
 JD1121  NGVD 29 (??/??/92)  238.274  (m)          781.74   (f) ADJ UNCH    2 0
 JD1121
 JD1121.Superseded values are not recommended for survey control.
 JD1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1121.See file dsdata.txt to determine how the superseded data were derived.
 JD1121
 JD1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC699856(NAD 83)
 JD1121_MARKER: DB = BENCH MARK DISK
 JD1121_SETTING: 66 = SET IN ROCK OUTCROP
 JD1121_SP_SET: ROCK LEDGE
 JD1121_STAMPING: D 308 1963
 JD1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1121+STABILITY: POSITION/ELEVATION WELL
 JD1121
 JD1121  HISTORY     - Date     Condition        Report By
 JD1121  HISTORY     - 1963     MONUMENTED       CGS
 JD1121  HISTORY     - 1972     MARK NOT FOUND   USGS
 JD1121
 JD1121                          STATION DESCRIPTION
 JD1121
 JD1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1121'2.7 MI SW FROM DRESDEN.
 JD1121'ABOUT 2.7 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE BAPTIST
 JD1121'CHURCH AT DRESDEN, IN S 33, R 22 W, T 46 N, ABOUT 0.5 MILE SOUTH
 JD1121'OF THE SOUTH END OF A 200-FOOT STEEL BRIDGE OVER MUDDY CREEK,
 JD1121'AT A SLIGHTLY JOGGED ROAD INTERSECTION, SET IN THE TOP OF A ROCK
 JD1121'LEDGE, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 JD1121'EAST, 30 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH,
 JD1121'4 FEET SOUTHWEST OF THE CENTER OF A DITCH, ABOUT LEVEL WITH THE
 JD1121'ROAD LEADING EAST, AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD
 JD1121'LEADING NORTH.
 JD1121
 JD1121                          STATION RECOVERY (1972)
 JD1121
 JD1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JD1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2232 ***********************************************************************
 JD2232  DESIGNATION -  D 309
 JD2232  PID         -  JD2232
 JD2232  STATE/COUNTY-  MO/JOHNSON
 JD2232  USGS QUAD   -  BURTVILLE (1955)
 JD2232
 JD2232                         *CURRENT SURVEY CONTROL
 JD2232  ___________________________________________________________________
 JD2232* NAD 83(1986)-  38 37 59.     (N)    093 33 57.     (W)     SCALED    
 JD2232* NAVD 88     -       261.740  (meters)     858.73   (feet)  ADJUSTED  
 JD2232  ___________________________________________________________________
 JD2232  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD2232  DYNAMIC HT  -         261.558 (meters)     858.13  (feet)  COMP
 JD2232  MODELED GRAV-     979,927.4   (mgal)                       NAVD 88
 JD2232
 JD2232  VERT ORDER  -  SECOND    CLASS 0
 JD2232
 JD2232.The horizontal coordinates were scaled from a topographic map and have
 JD2232.an estimated accuracy of +/- 6 seconds.
 JD2232
 JD2232.The orthometric height was determined by differential leveling
 JD2232.and adjusted by the National Geodetic Survey in June 1991..
 JD2232
 JD2232.The geoid height was determined by GEOID03.
 JD2232
 JD2232.The dynamic height is computed by dividing the NAVD 88
 JD2232.geopotential number by the normal gravity value computed on the
 JD2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2232.degrees latitude (g = 980.6199 gals.).
 JD2232
 JD2232.The modeled gravity was interpolated from observed gravity values.
 JD2232
 JD2232;                    North         East    Units  Estimated Accuracy
 JD2232;SPC MO W     -   274,130.      931,340.      MT  (+/- 180 meters Scaled)
 JD2232
 JD2232                          SUPERSEDED SURVEY CONTROL
 JD2232
 JD2232  NGVD 29 (??/??/92)  261.638  (m)          858.39   (f) ADJ UNCH    2 0
 JD2232
 JD2232.Superseded values are not recommended for survey control.
 JD2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2232.See file dsdata.txt to determine how the superseded data were derived.
 JD2232
 JD2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC507762(NAD 83)
 JD2232_MARKER: DB = BENCH MARK DISK
 JD2232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2232_SP_SET: CULVERT
 JD2232_STAMPING: D 309 1963
 JD2232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2232
 JD2232  HISTORY     - Date     Condition        Report By
 JD2232  HISTORY     - 1963     MONUMENTED       CGS
 JD2232
 JD2232                          STATION DESCRIPTION
 JD2232
 JD2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2232'8.5 MI N FROM WINDSOR.
 JD2232'ABOUT 8.5 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION
 JD2232'OF STATE HIGHWAY 2 AT WINDSOR, IN S 4, R 24 W, T 44 N, ABOUT
 JD2232'52 YARDS NORTH OF THE JUNCTION OF STATE ROAD D, SET IN THE
 JD2232'TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 JD2232'10-FOOT CONCRETE CULVERT UNDER STATE ROAD D, 0.6 FOOT SOUTH
 JD2232'OF THE NORTH END OF THE HEADWALL, 19 FEET EAST OF THE CENTERLINE
 JD2232'OF STATE ROAD D, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 JD2232'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2162 ***********************************************************************
 JD2162  DESIGNATION -  D 310
 JD2162  PID         -  JD2162
 JD2162  STATE/COUNTY-  MO/JOHNSON
 JD2162  USGS QUAD   -  BURTVILLE (1955)
 JD2162
 JD2162                         *CURRENT SURVEY CONTROL
 JD2162  ___________________________________________________________________
 JD2162* NAD 83(1986)-  38 41 01.     (N)    093 37 05.     (W)     SCALED    
 JD2162* NAVD 88     -       236.076  (meters)     774.53   (feet)  ADJUSTED  
 JD2162  ___________________________________________________________________
 JD2162  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2162  DYNAMIC HT  -         235.914 (meters)     773.99  (feet)  COMP
 JD2162  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 JD2162
 JD2162  VERT ORDER  -  SECOND    CLASS 0
 JD2162
 JD2162.The horizontal coordinates were scaled from a topographic map and have
 JD2162.an estimated accuracy of +/- 6 seconds.
 JD2162
 JD2162.The orthometric height was determined by differential leveling
 JD2162.and adjusted by the National Geodetic Survey in June 1991..
 JD2162
 JD2162.The geoid height was determined by GEOID03.
 JD2162
 JD2162.The dynamic height is computed by dividing the NAVD 88
 JD2162.geopotential number by the normal gravity value computed on the
 JD2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2162.degrees latitude (g = 980.6199 gals.).
 JD2162
 JD2162.The modeled gravity was interpolated from observed gravity values.
 JD2162
 JD2162;                    North         East    Units  Estimated Accuracy
 JD2162;SPC MO W     -   279,700.      926,740.      MT  (+/- 180 meters Scaled)
 JD2162
 JD2162                          SUPERSEDED SURVEY CONTROL
 JD2162
 JD2162  NGVD 29 (??/??/92)  235.975  (m)          774.19   (f) ADJ UNCH    2 0
 JD2162
 JD2162.Superseded values are not recommended for survey control.
 JD2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2162.See file dsdata.txt to determine how the superseded data were derived.
 JD2162
 JD2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC462818(NAD 83)
 JD2162_MARKER: DB = BENCH MARK DISK
 JD2162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2162_SP_SET: CULVERT
 JD2162_STAMPING: D 310 1963
 JD2162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2162
 JD2162  HISTORY     - Date     Condition        Report By
 JD2162  HISTORY     - 1963     MONUMENTED       CGS
 JD2162
 JD2162                          STATION DESCRIPTION
 JD2162
 JD2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2162'11.9 MI SW FROM KNOB NOSTER.
 JD2162'ABOUT 8.6 MILES SOUTH ALONG STATE ROAD D FROM THE POST OFFICE
 JD2162'AT KNOB NOSTER, THENCE 3.3 MILES WEST ALONG STATE ROAD Y, IN
 JD2162'S 13, R 25 W, T 45 N, ABOUT 0.3 MILE EAST OF A 180-FOOT CONCRETE
 JD2162'BRIDGE OVER MINERALS CREEK, AT THE JUNCTION OF A GRAVELED ROAD
 JD2162'LEADING SOUTH, SET IN THE TOP OF THE EAST END OF THE NORTH
 JD2162'CONCRETE HEADWALL OF A 30-FOOT CONCRETE CULVERT WITH ONE
 JD2162'DIVIDING PIER, 14 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1
 JD2162'FOOT WEST OF THE EAST END OF THE HEADWALL, AND ABOUT LEVEL WITH
 JD2162'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0199 ***********************************************************************
 JC0199  DESIGNATION -  D 311
 JC0199  PID         -  JC0199
 JC0199  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0199  USGS QUAD   -  CAHOKIA (1993)
 JC0199
 JC0199                         *CURRENT SURVEY CONTROL
 JC0199  ___________________________________________________________________
 JC0199* NAD 83(1986)-  38 37 29.     (N)    090 13 03.     (W)     SCALED    
 JC0199* NAVD 88     -       139.362  (meters)     457.22   (feet)  ADJUSTED  
 JC0199  ___________________________________________________________________
 JC0199  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JC0199  DYNAMIC HT  -         139.273 (meters)     456.93  (feet)  COMP
 JC0199  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 JC0199
 JC0199  VERT ORDER  -  FIRST     CLASS I
 JC0199
 JC0199.The horizontal coordinates were scaled from a topographic map and have
 JC0199.an estimated accuracy of +/- 6 seconds.
 JC0199
 JC0199.The orthometric height was determined by differential leveling
 JC0199.and adjusted by the National Geodetic Survey in June 1991..
 JC0199
 JC0199.The geoid height was determined by GEOID03.
 JC0199
 JC0199.The dynamic height is computed by dividing the NAVD 88
 JC0199.geopotential number by the normal gravity value computed on the
 JC0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0199.degrees latitude (g = 980.6199 gals.).
 JC0199
 JC0199.The modeled gravity was interpolated from observed gravity values.
 JC0199
 JC0199;                    North         East    Units  Estimated Accuracy
 JC0199;SPC MO E     -   309,810.      274,600.      MT  (+/- 180 meters Scaled)
 JC0199
 JC0199                          SUPERSEDED SURVEY CONTROL
 JC0199
 JC0199  NGVD 29 (??/??/92)  139.472  (m)          457.58   (f) ADJ UNCH    1 1
 JC0199
 JC0199.Superseded values are not recommended for survey control.
 JC0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0199.See file dsdata.txt to determine how the superseded data were derived.
 JC0199
 JC0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC422788(NAD 83)
 JC0199_MARKER: DB = BENCH MARK DISK
 JC0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0199_SP_SET: PIER
 JC0199_STAMPING: D 311 1969
 JC0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0199
 JC0199  HISTORY     - Date     Condition        Report By
 JC0199  HISTORY     - 1969     MONUMENTED       CGS
 JC0199  HISTORY     - 19910324 MARK NOT FOUND   USPSQD
 JC0199
 JC0199                          STATION DESCRIPTION
 JC0199
 JC0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0199'AT ST LOUIS.
 JC0199'AT ST LOUIS, ABOUT 0.5 MILE WEST ALONG THE MISSOURI PACIFIC
 JC0199'RAILROAD FROM THE 18 TH STREET OVERPASS OVER THE TRACK, SET
 JC0199'IN THE TOP OF THE EAST END OF THE CONCRETE BASE TO THE 8 TH
 JC0199'PIER NORTH OF THE SOUTH END OF THE JEFFERSON AVENUE OVERPASS
 JC0199'OVER THE RAILROAD YARD, 5.2 FEET NORTH OF THE NORTH RAIL OF THE
 JC0199'7 TH TRACK NORTH OF THE SOUTH EDGE OF THE YARD, 8.6 FEET WEST
 JC0199'OF THE EAST END OF THE BASE AND 2 FEET ABOVE THE LEVEL OF THE
 JC0199'TRACKS.
 JC0199
 JC0199                          STATION RECOVERY (1991)
 JC0199
 JC0199'RECOVERY NOTE BY US POWER SQUADRON 1991 (DWS)
 JC0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0486 ***********************************************************************
 JC0486  DESIGNATION -  D 312
 JC0486  PID         -  JC0486
 JC0486  STATE/COUNTY-  MO/ST LOUIS
 JC0486  USGS QUAD   -  MANCHESTER (1993)
 JC0486
 JC0486                         *CURRENT SURVEY CONTROL
 JC0486  ___________________________________________________________________
 JC0486* NAD 83(1986)-  38 32 34.     (N)    090 34 06.     (W)     SCALED    
 JC0486* NAVD 88     -       134.490  (meters)     441.24   (feet)  ADJUSTED  
 JC0486  ___________________________________________________________________
 JC0486  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JC0486  DYNAMIC HT  -         134.403 (meters)     440.95  (feet)  COMP
 JC0486  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 JC0486
 JC0486  VERT ORDER  -  FIRST     CLASS I
 JC0486
 JC0486.The horizontal coordinates were scaled from a topographic map and have
 JC0486.an estimated accuracy of +/- 6 seconds.
 JC0486
 JC0486.The orthometric height was determined by differential leveling
 JC0486.and adjusted by the National Geodetic Survey in June 1991..
 JC0486
 JC0486.The geoid height was determined by GEOID03.
 JC0486
 JC0486.The dynamic height is computed by dividing the NAVD 88
 JC0486.geopotential number by the normal gravity value computed on the
 JC0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0486.degrees latitude (g = 980.6199 gals.).
 JC0486
 JC0486.The modeled gravity was interpolated from observed gravity values.
 JC0486
 JC0486;                    North         East    Units  Estimated Accuracy
 JC0486;SPC MO E     -   300,680.      244,040.      MT  (+/- 180 meters Scaled)
 JC0486
 JC0486                          SUPERSEDED SURVEY CONTROL
 JC0486
 JC0486  NGVD 29 (??/??/92)  134.577  (m)          441.52   (f) ADJ UNCH    1 1
 JC0486
 JC0486.Superseded values are not recommended for survey control.
 JC0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0486.See file dsdata.txt to determine how the superseded data were derived.
 JC0486
 JC0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC119688(NAD 83)
 JC0486_MARKER: DB = BENCH MARK DISK
 JC0486_SETTING: 66 = SET IN ROCK OUTCROP
 JC0486_SP_SET: ROCK LEDGE
 JC0486_STAMPING: D 312 1969
 JC0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0486+STABILITY: POSITION/ELEVATION WELL
 JC0486
 JC0486  HISTORY     - Date     Condition        Report By
 JC0486  HISTORY     - 1969     MONUMENTED       CGS
 JC0486
 JC0486                          STATION DESCRIPTION
 JC0486
 JC0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0486'4.0 MI W FROM VALLEY PARK.
 JC0486'ABOUT 4.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0486'OVERPASS OVER STATE HIGHWAY 141 AT VALLEY PARK, NEAR MILEPOLE
 JC0486'23-6, AT THE SOUTHWEST END OF A ROCK CUT WHICH IS 0.2 MILE LONG
 JC0486'AND 50 FEET HIGH, SET ON THE TOP OF THE EAST CORNER OF A ROCK
 JC0486'LEDGE WHICH IS 10 FEET LONG AND 3 FEET WIDE, 45 FEET NORTHEAST OF
 JC0486'THE SOUTH CORNER OF A 6 FOOT OFFSET IN THE FACE OF THE CUT,
 JC0486'22 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WESTBOUND TRACK,
 JC0486'1.2 FEET WEST OF THE EAST CORNER OF THE LEDGE AND 1 FOOT ABOVE THE
 JC0486'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1180 ***********************************************************************
 JC1180  DESIGNATION -  D 323
 JC1180  PID         -  JC1180
 JC1180  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1180  USGS QUAD   -  GRANITE CITY (1998)
 JC1180
 JC1180                         *CURRENT SURVEY CONTROL
 JC1180  ___________________________________________________________________
 JC1180* NAD 83(1986)-  38 43 52.     (N)    090 13 03.     (W)     SCALED    
 JC1180* NAVD 88     -       130.107  (meters)     426.86   (feet)  ADJUSTED  
 JC1180  ___________________________________________________________________
 JC1180  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JC1180  DYNAMIC HT  -         130.024 (meters)     426.59  (feet)  COMP
 JC1180  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JC1180
 JC1180  VERT ORDER  -  FIRST     CLASS II
 JC1180
 JC1180.The horizontal coordinates were scaled from a topographic map and have
 JC1180.an estimated accuracy of +/- 6 seconds.
 JC1180
 JC1180.The orthometric height was determined by differential leveling
 JC1180.and adjusted by the National Geodetic Survey in June 1991..
 JC1180
 JC1180.The geoid height was determined by GEOID03.
 JC1180
 JC1180.The dynamic height is computed by dividing the NAVD 88
 JC1180.geopotential number by the normal gravity value computed on the
 JC1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1180.degrees latitude (g = 980.6199 gals.).
 JC1180
 JC1180.The modeled gravity was interpolated from observed gravity values.
 JC1180
 JC1180;                    North         East    Units  Estimated Accuracy
 JC1180;SPC MO E     -   321,620.      274,560.      MT  (+/- 180 meters Scaled)
 JC1180
 JC1180                          SUPERSEDED SURVEY CONTROL
 JC1180
 JC1180  NGVD 29 (??/??/??)  130.073  (m)          426.75   (f) ADJUSTED    1 2
 JC1180
 JC1180.Superseded values are not recommended for survey control.
 JC1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1180.See file dsdata.txt to determine how the superseded data were derived.
 JC1180
 JC1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC418906(NAD 83)
 JC1180_MARKER: DB = BENCH MARK DISK
 JC1180_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC1180_SP_SET: CONCRETE PIER
 JC1180_STAMPING: D 323 1981
 JC1180_MARK LOGO: NGS   
 JC1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1180
 JC1180  HISTORY     - Date     Condition        Report By
 JC1180  HISTORY     - 1981     MONUMENTED       NGS
 JC1180  HISTORY     - 19910326 GOOD             USPSQD
 JC1180
 JC1180                          STATION DESCRIPTION
 JC1180
 JC1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1180'IN ST LOUIS.
 JC1180'IN ST LOUIS, ALONG RIVERVIEW DRIVE 0.5 KILOMETER (0.3 MILE) NORTHEAST
 JC1180'OF THE JUNCTION OF CHAIN OF ROCKS DRIVE IN THE NORTHEAST SECTION OF ST
 JC1180'LOUIS, SET VERTICALLY IN THE NORTHWEST FACE OF THE THIRD PIER FROM THE
 JC1180'SOUTH END OF A RAILROAD OVERPASS BRIDGE, ON THE EAST SIDE OF THE
 JC1180'BRIDGE.
 JC1180'THE MARK IS 1.18 M ABOVE RIVERVIEW DRIVE.
 JC1180
 JC1180                          STATION RECOVERY (1991)
 JC1180
 JC1180'RECOVERY NOTE BY US POWER SQUADRON 1991 (DWS)
 JC1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1290 ***********************************************************************
 HB1290  DESIGNATION -  D 325
 HB1290  PID         -  HB1290
 HB1290  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1290  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1290
 HB1290                         *CURRENT SURVEY CONTROL
 HB1290  ___________________________________________________________________
 HB1290* NAD 83(1986)-  37 16 54.     (N)    089 32 52.     (W)     SCALED    
 HB1290* NAVD 88     -       114.492  (meters)     375.63   (feet)  ADJUSTED  
 HB1290  ___________________________________________________________________
 HB1290  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB1290  DYNAMIC HT  -         114.410 (meters)     375.36  (feet)  COMP
 HB1290  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 HB1290
 HB1290  VERT ORDER  -  FIRST     CLASS II
 HB1290
 HB1290.The horizontal coordinates were scaled from a topographic map and have
 HB1290.an estimated accuracy of +/- 6 seconds.
 HB1290
 HB1290.The orthometric height was determined by differential leveling
 HB1290.and adjusted by the National Geodetic Survey in June 1991..
 HB1290
 HB1290.The geoid height was determined by GEOID03.
 HB1290
 HB1290.The dynamic height is computed by dividing the NAVD 88
 HB1290.geopotential number by the normal gravity value computed on the
 HB1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1290.degrees latitude (g = 980.6199 gals.).
 HB1290
 HB1290.The modeled gravity was interpolated from observed gravity values.
 HB1290
 HB1290;                    North         East    Units  Estimated Accuracy
 HB1290;SPC MO E     -   161,140.      334,440.      MT  (+/- 180 meters Scaled)
 HB1290
 HB1290                          SUPERSEDED SURVEY CONTROL
 HB1290
 HB1290  NGVD 29 (??/??/??)  114.386  (m)          375.28   (f) ADJUSTED    1 2
 HB1290
 HB1290.Superseded values are not recommended for survey control.
 HB1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1290.See file dsdata.txt to determine how the superseded data were derived.
 HB1290
 HB1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG741291(NAD 83)
 HB1290_MARKER: I = METAL ROD
 HB1290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1290_SP_SET: STAINLESS STEEL ROD
 HB1290_STAMPING: D 325 1981
 HB1290_MARK LOGO: NGS   
 HB1290_PROJECTION: FLUSH
 HB1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1290_ROD/PIPE-DEPTH: 9.8  meters
 HB1290
 HB1290  HISTORY     - Date     Condition        Report By
 HB1290  HISTORY     - 1981     MONUMENTED       NGS
 HB1290  HISTORY     - 20020822 MARK NOT FOUND   USACE
 HB1290
 HB1290                          STATION DESCRIPTION
 HB1290
 HB1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1290'IN CAPE GIRARDEAU.
 HB1290'IN CAPE GIRARDEAU, 0.8 KILOMETER (0.5 MILE) NORTHEAST ALONG STATE
 HB1290'HIGHWAY 74 FROM THE INTERSECTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY
 HB1290'74 TO THE MARK ON THE RIGHT AT THE NORTH EDGE OF A WOODED AREA,
 HB1290'33.22 METERS (109.0 FEET) SOUTH OF HIGHWAY CENTER LINE, 5.79 METERS
 HB1290'(19.0 FEET) WEST OF THE JUNCTION OF A TRAIL LEADING SOUTHEAST.
 HB1290'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1290'THE MARK IS 0.46 M ABOVE HIGHWAY.
 HB1290
 HB1290                          STATION RECOVERY (2002)
 HB1290
 HB1290'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1290'NEW INDUSTRIAL PLANT DRIVEWAY AND PARKING AT AREA NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0969 ***********************************************************************
 KD0969  DESIGNATION -  D 326
 KD0969  PID         -  KD0969
 KD0969  STATE/COUNTY-  MO/SALINE
 KD0969  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0969
 KD0969                         *CURRENT SURVEY CONTROL
 KD0969  ___________________________________________________________________
 KD0969* NAD 83(1986)-  39 07 11.     (N)    093 11 42.     (W)     SCALED    
 KD0969* NAVD 88     -       239.844  (meters)     786.89   (feet)  ADJUSTED  
 KD0969  ___________________________________________________________________
 KD0969  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0969  DYNAMIC HT  -         239.696 (meters)     786.40  (feet)  COMP
 KD0969  MODELED GRAV-     980,003.5   (mgal)                       NAVD 88
 KD0969
 KD0969  VERT ORDER  -  FIRST     CLASS II
 KD0969
 KD0969.The horizontal coordinates were scaled from a topographic map and have
 KD0969.an estimated accuracy of +/- 6 seconds.
 KD0969
 KD0969.The orthometric height was determined by differential leveling
 KD0969.and adjusted by the National Geodetic Survey in June 1991..
 KD0969
 KD0969.The geoid height was determined by GEOID03.
 KD0969
 KD0969.The dynamic height is computed by dividing the NAVD 88
 KD0969.geopotential number by the normal gravity value computed on the
 KD0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0969.degrees latitude (g = 980.6199 gals.).
 KD0969
 KD0969.The modeled gravity was interpolated from observed gravity values.
 KD0969
 KD0969;                    North         East    Units  Estimated Accuracy
 KD0969;SPC MO C     -   364,950.      439,900.      MT  (+/- 180 meters Scaled)
 KD0969
 KD0969                          SUPERSEDED SURVEY CONTROL
 KD0969
 KD0969.No superseded survey control is available for this station.
 KD0969
 KD0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD831300(NAD 83)
 KD0969_MARKER: I = METAL ROD
 KD0969_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0969_SP_SET: STAINLESS STEEL ROD
 KD0969_STAMPING: D 326 1986
 KD0969_MARK LOGO: NGS   
 KD0969_PROJECTION: RECESSED 1 CENTIMETERS
 KD0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0969_ROD/PIPE-DEPTH: 9.8  meters
 KD0969
 KD0969  HISTORY     - Date     Condition        Report By
 KD0969  HISTORY     - 1986     MONUMENTED       NGS
 KD0969
 KD0969                          STATION DESCRIPTION
 KD0969
 KD0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0969'IN MARSHALL.
 KD0969'IN MARSHALL, AT THE JUNCTION OF ODELL AVENUE AND ARROW STREET, 34.5 M
 KD0969'(113.2 FT) SOUTH OF THE STREET CENTER, 15.4 M (50.5 FT) NORTH OF THE
 KD0969'CENTER OF A PARKING LOTS NORTH ENTRANCE, 12.0 M (39.4 FT) WEST OF THE
 KD0969'CENTER OF THE SOUTH BOUND AVENUE LANES, 8.9 M (29.2 FT) SOUTH OF THE
 KD0969'CENTER OF THE JUVENILE OFFICES EAST ENTRANCE, AND 3.4 M (11.2 FT)
 KD0969'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SALINE COUNTY SHERIFF OFFICE.
 KD0969'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0969'THE MARK IS 0.3 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0946 ***********************************************************************
 KD0946  DESIGNATION -  D 327
 KD0946  PID         -  KD0946
 KD0946  STATE/COUNTY-  MO/LAFAYETTE
 KD0946  USGS QUAD   -  WAVERLY (1979)
 KD0946
 KD0946                         *CURRENT SURVEY CONTROL
 KD0946  ___________________________________________________________________
 KD0946* NAD 83(1986)-  39 11 36.     (N)    093 36 44.     (W)     SCALED    
 KD0946* NAVD 88     -       269.686  (meters)     884.79   (feet)  ADJUSTED  
 KD0946  ___________________________________________________________________
 KD0946  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0946  DYNAMIC HT  -         269.517 (meters)     884.24  (feet)  COMP
 KD0946  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 KD0946
 KD0946  VERT ORDER  -  FIRST     CLASS II
 KD0946
 KD0946.The horizontal coordinates were scaled from a topographic map and have
 KD0946.an estimated accuracy of +/- 6 seconds.
 KD0946
 KD0946.The orthometric height was determined by differential leveling
 KD0946.and adjusted by the National Geodetic Survey in June 1991..
 KD0946
 KD0946.The geoid height was determined by GEOID03.
 KD0946
 KD0946.The dynamic height is computed by dividing the NAVD 88
 KD0946.geopotential number by the normal gravity value computed on the
 KD0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0946.degrees latitude (g = 980.6199 gals.).
 KD0946
 KD0946.The modeled gravity was interpolated from observed gravity values.
 KD0946
 KD0946;                    North         East    Units  Estimated Accuracy
 KD0946;SPC MO W     -   336,290.      926,690.      MT  (+/- 180 meters Scaled)
 KD0946
 KD0946                          SUPERSEDED SURVEY CONTROL
 KD0946
 KD0946.No superseded survey control is available for this station.
 KD0946
 KD0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD471384(NAD 83)
 KD0946_MARKER: I = METAL ROD
 KD0946_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0946_SP_SET: STAINLESS STEEL ROD
 KD0946_STAMPING: D 327 1986
 KD0946_MARK LOGO: NGS   
 KD0946_PROJECTION: FLUSH
 KD0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0946_ROD/PIPE-DEPTH: 11.3 meters
 KD0946
 KD0946  HISTORY     - Date     Condition        Report By
 KD0946  HISTORY     - 1986     MONUMENTED       NGS
 KD0946  HISTORY     - 20050309 POOR             MODNR
 KD0946
 KD0946                          STATION DESCRIPTION
 KD0946
 KD0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0946'24.0 KM (14.9 MI) EAST FROM LEXINGTON.
 KD0946'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 KD0946'IN LEXINGTON, THENCE 20.4 KM (12.65 MI) EASTERLY ALONG U.S. HIGHWAY
 KD0946'24, 18.4 M (60.4 FT) NORTHEAST OF THE CENTER OF STATE HIGHWAY BB, 16.3
 KD0946'KM (53.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 5.0 M (16.4 FT)
 KD0946'NORTH-NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 KD0946'THROUGH A 5-INCH LOGO CAP.
 KD0946'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 KD0946'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 KD0946
 KD0946                          STATION RECOVERY (2005)
 KD0946
 KD0946'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0946'THE MARK IS TO BE FOUNDED IN AN AGRICULTURE FIELD. THE MARK HAS BEEN
 KD0946'BUMP INTO BUT THE STAINLESS STEEL ROD IS SOLID IN PLACE THE LOGO CAP
 KD0946'WAS TILTED. SET A CARSONITE WITNESS POST ABOUT 0.5 FEET SOUTHEAST OF
 KD0946'MARK. A 140 DELINEATOR METAL POST FOR PETROLEUM PIPELINE IS SOUTHERLY
 KD0946'78.0 FEET FROM THE MARK. THE AUTONOMOUS HAND HELD POSITIONS IS LAT 39
 KD0946'11 38.3  LONG 93 36 44.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1103 ***********************************************************************
 KE1103  DESIGNATION -  D 328
 KE1103  PID         -  KE1103
 KE1103  STATE/COUNTY-  MO/JACKSON
 KE1103  USGS QUAD   -  KANSAS CITY (1991)
 KE1103
 KE1103                         *CURRENT SURVEY CONTROL
 KE1103  ___________________________________________________________________
 KE1103* NAD 83(1986)-  39 05 40.     (N)    094 32 34.     (W)     SCALED    
 KE1103* NAVD 88     -       253.950  (meters)     833.17   (feet)  ADJUSTED  
 KE1103  ___________________________________________________________________
 KE1103  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE1103  DYNAMIC HT  -         253.787 (meters)     832.63  (feet)  COMP
 KE1103  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 KE1103
 KE1103  VERT ORDER  -  FIRST     CLASS II
 KE1103
 KE1103.The horizontal coordinates were scaled from a topographic map and have
 KE1103.an estimated accuracy of +/- 6 seconds.
 KE1103
 KE1103.The orthometric height was determined by differential leveling
 KE1103.and adjusted by the National Geodetic Survey in June 1991..
 KE1103
 KE1103.The geoid height was determined by GEOID03.
 KE1103
 KE1103.The dynamic height is computed by dividing the NAVD 88
 KE1103.geopotential number by the normal gravity value computed on the
 KE1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1103.degrees latitude (g = 980.6199 gals.).
 KE1103
 KE1103.The modeled gravity was interpolated from observed gravity values.
 KE1103
 KE1103;                    North         East    Units  Estimated Accuracy
 KE1103;SPC MO W     -   324,940.      846,300.      MT  (+/- 180 meters Scaled)
 KE1103
 KE1103                          SUPERSEDED SURVEY CONTROL
 KE1103
 KE1103.No superseded survey control is available for this station.
 KE1103
 KE1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD665283(NAD 83)
 KE1103_MARKER: DB = BENCH MARK DISK
 KE1103_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1103_SP_SET: PIER
 KE1103_STAMPING: D 328 1986
 KE1103_MARK LOGO: NGS   
 KE1103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1103+STABILITY: POSITION/ELEVATION WELL
 KE1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1103+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 KE1103
 KE1103  HISTORY     - Date     Condition        Report By
 KE1103  HISTORY     - 1986     MONUMENTED       NGS
 KE1103  HISTORY     - 20010331 GOOD             NGS
 KE1103  HISTORY     - 20050730 GOOD             GEOCAC
 KE1103
 KE1103                          STATION DESCRIPTION
 KE1103
 KE1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1103'IN KANSAS CITY.
 KE1103'IN KANSAS CITY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND
 KE1103'TRUMAN ROAD, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF
 KE1103'2 COLUMNS OF THE FIRST PIER SOUTH OF THE NORTH ABUTMENT OF THE WEST
 KE1103'BOUND HIGHWAY OVERPASS OF THE ROAD, AND 7.9 M (25.9 FT) NORTH OF THE
 KE1103'CENTER OF THE WEST BOUND ROAD LANES.
 KE1103'THE MARK IS 1.5 M ABOVE THE GROUND.
 KE1103
 KE1103                          STATION RECOVERY (2001)
 KE1103
 KE1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1103'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1103
 KE1103                          STATION RECOVERY (2005)
 KE1103
 KE1103'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1124 ***********************************************************************
 KE1124  DESIGNATION -  D 329
 KE1124  PID         -  KE1124
 KE1124  STATE/COUNTY-  MO/JACKSON
 KE1124  USGS QUAD   -  MISSOURI CITY (1990)
 KE1124
 KE1124                         *CURRENT SURVEY CONTROL
 KE1124  ___________________________________________________________________
 KE1124* NAD 83(1986)-  39 08 18.     (N)    094 15 47.     (W)     SCALED    
 KE1124* NAVD 88     -       260.588  (meters)     854.95   (feet)  ADJUSTED  
 KE1124  ___________________________________________________________________
 KE1124  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1124  DYNAMIC HT  -         260.423 (meters)     854.40  (feet)  COMP
 KE1124  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 KE1124
 KE1124  VERT ORDER  -  FIRST     CLASS II
 KE1124
 KE1124.The horizontal coordinates were scaled from a topographic map and have
 KE1124.an estimated accuracy of +/- 6 seconds.
 KE1124
 KE1124.The orthometric height was determined by differential leveling
 KE1124.and adjusted by the National Geodetic Survey in June 1991..
 KE1124
 KE1124.The geoid height was determined by GEOID03.
 KE1124
 KE1124.The dynamic height is computed by dividing the NAVD 88
 KE1124.geopotential number by the normal gravity value computed on the
 KE1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1124.degrees latitude (g = 980.6199 gals.).
 KE1124
 KE1124.The modeled gravity was interpolated from observed gravity values.
 KE1124
 KE1124;                    North         East    Units  Estimated Accuracy
 KE1124;SPC MO W     -   329,830.      870,480.      MT  (+/- 180 meters Scaled)
 KE1124
 KE1124                          SUPERSEDED SURVEY CONTROL
 KE1124
 KE1124.No superseded survey control is available for this station.
 KE1124
 KE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD908328(NAD 83)
 KE1124_MARKER: I = METAL ROD
 KE1124_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1124_SP_SET: STAINLESS STEEL ROD
 KE1124_STAMPING: D 329 1986
 KE1124_MARK LOGO: NGS   
 KE1124_PROJECTION: FLUSH
 KE1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1124_ROD/PIPE-DEPTH: 32.0 meters
 KE1124
 KE1124  HISTORY     - Date     Condition        Report By
 KE1124  HISTORY     - 1986     MONUMENTED       NGS
 KE1124  HISTORY     - 20060416 MARK NOT FOUND   GEOCAC
 KE1124
 KE1124                          STATION DESCRIPTION
 KE1124
 KE1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1124'11.3 KM (7.0 MI) EAST FROM INDEPENDENCE.
 KE1124'11.3 KM (7.0 MI) EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH
 KE1124'STATE HIGHWAY 291 IN INDEPENDENCE, 36.7 M (120.4 FT) WEST OF THE
 KE1124'CENTER OF ELSA SMITH ROAD, 17.1 M (56.1 FT) NORTHWEST OF THE
 KE1124'CENTERLINE OF THE WEST BOUND HIGHWAY LANES, AND 1.0 M (3.3 FT)
 KE1124'NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KE1124'THROUGH A 5-INCH LOGO CAP.
 KE1124'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KE1124'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 KE1124
 KE1124                          STATION RECOVERY (2006)
 KE1124
 KE1124'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1124'A VISUAL SEARCH NEAR UTILITY POLE KCPL 306544 FAILED TO FIND THE STEEL
 KE1124'ROD. THE AREA NORTHEAST OF THE POLE WAS PROBED TO A DEPTH OF 3-4
 KE1124'INCHES WITHOUT SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0995 ***********************************************************************
 KD0995  DESIGNATION -  D 330
 KD0995  PID         -  KD0995
 KD0995  STATE/COUNTY-  MO/HOWARD
 KD0995  USGS QUAD   -  GLASGOW (1971)
 KD0995
 KD0995                         *CURRENT SURVEY CONTROL
 KD0995  ___________________________________________________________________
 KD0995* NAD 83(1986)-  39 11 27.     (N)    092 50 31.     (W)     SCALED    
 KD0995* NAVD 88     -       211.000  (meters)     692.26   (feet)  ADJUSTED  
 KD0995  ___________________________________________________________________
 KD0995  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0995  DYNAMIC HT  -         210.871 (meters)     691.83  (feet)  COMP
 KD0995  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 KD0995
 KD0995  VERT ORDER  -  FIRST     CLASS II
 KD0995
 KD0995.The horizontal coordinates were scaled from a topographic map and have
 KD0995.an estimated accuracy of +/- 6 seconds.
 KD0995
 KD0995.The orthometric height was determined by differential leveling
 KD0995.and adjusted by the National Geodetic Survey in June 1991..
 KD0995
 KD0995.The geoid height was determined by GEOID03.
 KD0995
 KD0995.The dynamic height is computed by dividing the NAVD 88
 KD0995.geopotential number by the normal gravity value computed on the
 KD0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0995.degrees latitude (g = 980.6199 gals.).
 KD0995
 KD0995.The modeled gravity was interpolated from observed gravity values.
 KD0995
 KD0995;                    North         East    Units  Estimated Accuracy
 KD0995;SPC MO C     -   372,670.      470,460.      MT  (+/- 180 meters Scaled)
 KD0995
 KD0995                          SUPERSEDED SURVEY CONTROL
 KD0995
 KD0995.No superseded survey control is available for this station.
 KD0995
 KD0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD136379(NAD 83)
 KD0995_MARKER: I = METAL ROD
 KD0995_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0995_SP_SET: STAINLESS STEEL ROD
 KD0995_STAMPING: D 330 1986
 KD0995_MARK LOGO: NGS   
 KD0995_PROJECTION: FLUSH
 KD0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0995_ROD/PIPE-DEPTH: 13.4 meters
 KD0995
 KD0995  HISTORY     - Date     Condition        Report By
 KD0995  HISTORY     - 1986     MONUMENTED       NGS
 KD0995
 KD0995                          STATION DESCRIPTION
 KD0995
 KD0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0995'3.8 KM (2.35 MI) SOUTH FROM GLASGOW.
 KD0995'3.8 KM (2.35 MI) SOUTHERLY ALONG STATE HIGHWAY 87 FROM ITS JUNCTION
 KD0995'WITH STATE HIGHWAY 240 IN GLASGOW, 13.3 M (43.6 FT) WEST OF THE
 KD0995'HIGHWAY CENTERLINE, 5.9 M (19.4 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 KD0995'LEADING WEST, 2.3 M (9.5 FT) SOUTH OF UNDERGROUND CABLE JUNCTION BOX
 KD0995'NUMBER 65, AND 0.2 M (0.6 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM
 KD0995'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0995'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KD0995'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2424 ***********************************************************************
 JD2424  DESIGNATION -  D 331
 JD2424  PID         -  JD2424
 JD2424  STATE/COUNTY-  MO/COOPER
 JD2424  USGS QUAD   -  PRAIRIE HOME (1985)
 JD2424
 JD2424                         *CURRENT SURVEY CONTROL
 JD2424  ___________________________________________________________________
 JD2424* NAD 83(1986)-  38 50 19.     (N)    092 37 24.     (W)     SCALED    
 JD2424* NAVD 88     -       249.637  (meters)     819.02   (feet)  ADJUSTED  
 JD2424  ___________________________________________________________________
 JD2424  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD2424  DYNAMIC HT  -         249.471 (meters)     818.47  (feet)  COMP
 JD2424  MODELED GRAV-     979,956.1   (mgal)                       NAVD 88
 JD2424
 JD2424  VERT ORDER  -  FIRST     CLASS II
 JD2424
 JD2424.The horizontal coordinates were scaled from a topographic map and have
 JD2424.an estimated accuracy of +/- 6 seconds.
 JD2424
 JD2424.The orthometric height was determined by differential leveling
 JD2424.and adjusted by the National Geodetic Survey in June 1991..
 JD2424
 JD2424.The geoid height was determined by GEOID03.
 JD2424
 JD2424.The dynamic height is computed by dividing the NAVD 88
 JD2424.geopotential number by the normal gravity value computed on the
 JD2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2424.degrees latitude (g = 980.6199 gals.).
 JD2424
 JD2424.The modeled gravity was interpolated from observed gravity values.
 JD2424
 JD2424;                    North         East    Units  Estimated Accuracy
 JD2424;SPC MO C     -   333,520.      489,290.      MT  (+/- 180 meters Scaled)
 JD2424
 JD2424                          SUPERSEDED SURVEY CONTROL
 JD2424
 JD2424.No superseded survey control is available for this station.
 JD2424
 JD2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC326989(NAD 83)
 JD2424_MARKER: I = METAL ROD
 JD2424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2424_SP_SET: STAINLESS STEEL ROD
 JD2424_STAMPING: D 331 1986
 JD2424_MARK LOGO: NGS   
 JD2424_PROJECTION: FLUSH
 JD2424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2424_ROD/PIPE-DEPTH: 5.3  meters
 JD2424
 JD2424  HISTORY     - Date     Condition        Report By
 JD2424  HISTORY     - 1986     MONUMENTED       NGS
 JD2424
 JD2424                          STATION DESCRIPTION
 JD2424
 JD2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2424'20.1 KM (12.5 MI) SE FROM BOONVILLE.
 JD2424'20.1 KM (12.5 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2424'COURTHOUSE IN BOONVILLE, 0.1 KM (0.05 MI) NORTHWEST OF THE
 JD2424'INTERSECTION OF A GRAVELED ROAD LEADING SOUTH, 9.6 M (31.5 FT)
 JD2424'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.8 M (2.6 FT) SOUTH
 JD2424'OF UTILITY POLE NUMBER 240.  NOTE--ACCESS TO DATUM POINT IS HAD
 JD2424'THROUGH A 5-INCH LOGO CAP.
 JD2424'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 JD2424'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0945 ***********************************************************************
 KD0945  DESIGNATION -  D 332
 KD0945  PID         -  KD0945
 KD0945  STATE/COUNTY-  MO/LAFAYETTE
 KD0945  USGS QUAD   -  DOVER (1978)
 KD0945
 KD0945                         *CURRENT SURVEY CONTROL
 KD0945  ___________________________________________________________________
 KD0945* NAD 83(1986)-  39 11 37.     (N)    093 37 33.     (W)     SCALED    
 KD0945* NAVD 88     -       265.965  (meters)     872.59   (feet)  ADJUSTED  
 KD0945  ___________________________________________________________________
 KD0945  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0945  DYNAMIC HT  -         265.799 (meters)     872.04  (feet)  COMP
 KD0945  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 KD0945
 KD0945  VERT ORDER  -  FIRST     CLASS II
 KD0945
 KD0945.The horizontal coordinates were scaled from a topographic map and have
 KD0945.an estimated accuracy of +/- 6 seconds.
 KD0945
 KD0945.The orthometric height was determined by differential leveling
 KD0945.and adjusted by the National Geodetic Survey in June 1991..
 KD0945
 KD0945.The geoid height was determined by GEOID03.
 KD0945
 KD0945.The dynamic height is computed by dividing the NAVD 88
 KD0945.geopotential number by the normal gravity value computed on the
 KD0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0945.degrees latitude (g = 980.6199 gals.).
 KD0945
 KD0945.The modeled gravity was interpolated from observed gravity values.
 KD0945
 KD0945;                    North         East    Units  Estimated Accuracy
 KD0945;SPC MO W     -   336,310.      925,520.      MT  (+/- 180 meters Scaled)
 KD0945
 KD0945                          SUPERSEDED SURVEY CONTROL
 KD0945
 KD0945.No superseded survey control is available for this station.
 KD0945
 KD0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD459384(NAD 83)
 KD0945_MARKER: I = METAL ROD
 KD0945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0945_SP_SET: STAINLESS STEEL ROD
 KD0945_STAMPING: D 332 1986
 KD0945_MARK LOGO: NGS   
 KD0945_PROJECTION: FLUSH
 KD0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0945_ROD/PIPE-DEPTH: 11.0 meters
 KD0945
 KD0945  HISTORY     - Date     Condition        Report By
 KD0945  HISTORY     - 1986     MONUMENTED       NGS
 KD0945
 KD0945                          STATION DESCRIPTION
 KD0945
 KD0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0945'22.8 KM (14.15 MI) EAST FROM LEXINGTON.
 KD0945'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 KD0945'IN LEXINGTON, THENCE 19.2 KM (11.95 MI) EASTERLY ALONG U.S. HIGHWAY
 KD0945'24, 43.5 M (142.7 FT) EAST OF THE EXTENDED CENTER OF COUNTY ROAD 230
 KD0945'LEADING SOUTH, 12.6 M (41.3 FT) NORTH OF THE HIGHWAY CENTERLINE, AND
 KD0945'3.5 M (11.5 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT
 KD0945'IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0945'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 KD0945'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2404 ***********************************************************************
 JD2404  DESIGNATION -  D 333
 JD2404  PID         -  JD2404
 JD2404  STATE/COUNTY-  MO/COLE
 JD2404  USGS QUAD   -  OSAGE CITY (1981)
 JD2404
 JD2404                         *CURRENT SURVEY CONTROL
 JD2404  ___________________________________________________________________
 JD2404* NAD 83(1986)-  38 32 28.     (N)    092 06 40.     (W)     SCALED    
 JD2404* NAVD 88     -       173.554  (meters)     569.40   (feet)  ADJUSTED  
 JD2404  ___________________________________________________________________
 JD2404  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JD2404  DYNAMIC HT  -         173.436 (meters)     569.01  (feet)  COMP
 JD2404  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 JD2404
 JD2404  VERT ORDER  -  FIRST     CLASS II
 JD2404
 JD2404.The horizontal coordinates were scaled from a topographic map and have
 JD2404.an estimated accuracy of +/- 6 seconds.
 JD2404
 JD2404.The orthometric height was determined by differential leveling
 JD2404.and adjusted by the National Geodetic Survey in June 1991..
 JD2404
 JD2404.The geoid height was determined by GEOID03.
 JD2404
 JD2404.The dynamic height is computed by dividing the NAVD 88
 JD2404.geopotential number by the normal gravity value computed on the
 JD2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2404.degrees latitude (g = 980.6199 gals.).
 JD2404
 JD2404.The modeled gravity was interpolated from observed gravity values.
 JD2404
 JD2404;                    North         East    Units  Estimated Accuracy
 JD2404;SPC MO C     -   300,560.      533,900.      MT  (+/- 180 meters Scaled)
 JD2404
 JD2404                          SUPERSEDED SURVEY CONTROL
 JD2404
 JD2404.No superseded survey control is available for this station.
 JD2404
 JD2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC774662(NAD 83)
 JD2404_MARKER: DV = VERTICAL CONTROL DISK
 JD2404_SETTING: 66 = SET IN ROCK OUTCROP
 JD2404_SP_SET: IN A DRILL HOLE IN BEDROCK
 JD2404_STAMPING: D 333 1986
 JD2404_MARK LOGO: NGS   
 JD2404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2404+STABILITY: POSITION/ELEVATION WELL
 JD2404
 JD2404  HISTORY     - Date     Condition        Report By
 JD2404  HISTORY     - 1986     MONUMENTED       NGS
 JD2404  HISTORY     - 19890718 GOOD             NGS
 JD2404
 JD2404                          STATION DESCRIPTION
 JD2404
 JD2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2404'8.3 KM (5.15 MI) EAST FROM JEFFERSON CITY.
 JD2404'8.3 KM (5.15 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JD2404'U.S. HIGHWAY 54 IN JEFFERSON CITY, NEAR THE WEST END OF AN EXPOSED
 JD2404'AREA OF BEDROCK IN A HIGHWAY CUT, 0.3 KM (0.2 MI) WEST OF THE WEST END
 JD2404'OF THE HIGHWAY BRIDGE SPANNING THE MOREAU RIVER, 11.7 M (38.4 FT) EAST
 JD2404'OF THE WEST END OF THE EXPOSED AREA OF BEDROCK, AND 11.0 M (36.1 FT)
 JD2404'NORTH OF THE WEST BOUND HIGHWAY CENTERLINE.
 JD2404'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JD2404
 JD2404                          STATION RECOVERY (1989)
 JD2404
 JD2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD2404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1341 ***********************************************************************
 JC1341  DESIGNATION -  D 334
 JC1341  PID         -  JC1341
 JC1341  STATE/COUNTY-  MO/FRANKLIN
 JC1341  USGS QUAD   -  DISSEN (1973)
 JC1341
 JC1341                         *CURRENT SURVEY CONTROL
 JC1341  ___________________________________________________________________
 JC1341* NAD 83(1986)-  38 36 22.     (N)    091 16 21.     (W)     SCALED    
 JC1341* NAVD 88     -       187.074  (meters)     613.76   (feet)  ADJUSTED  
 JC1341  ___________________________________________________________________
 JC1341  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JC1341  DYNAMIC HT  -         186.954 (meters)     613.36  (feet)  COMP
 JC1341  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 JC1341
 JC1341  VERT ORDER  -  FIRST     CLASS II
 JC1341
 JC1341.The horizontal coordinates were scaled from a topographic map and have
 JC1341.an estimated accuracy of +/- 6 seconds.
 JC1341
 JC1341.The orthometric height was determined by differential leveling
 JC1341.and adjusted by the National Geodetic Survey in June 1991..
 JC1341
 JC1341.The geoid height was determined by GEOID03.
 JC1341
 JC1341.The dynamic height is computed by dividing the NAVD 88
 JC1341.geopotential number by the normal gravity value computed on the
 JC1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1341.degrees latitude (g = 980.6199 gals.).
 JC1341
 JC1341.The modeled gravity was interpolated from observed gravity values.
 JC1341
 JC1341;                    North         East    Units  Estimated Accuracy
 JC1341;SPC MO E     -   307,990.      182,720.      MT  (+/- 180 meters Scaled)
 JC1341
 JC1341                          SUPERSEDED SURVEY CONTROL
 JC1341
 JC1341.No superseded survey control is available for this station.
 JC1341
 JC1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC504744(NAD 83)
 JC1341_MARKER: I = METAL ROD
 JC1341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1341_SP_SET: STAINLESS STEEL ROD
 JC1341_STAMPING: D 334 1986
 JC1341_MARK LOGO: NGS   
 JC1341_PROJECTION: FLUSH
 JC1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1341_ROD/PIPE-DEPTH: 3.1  meters
 JC1341
 JC1341  HISTORY     - Date     Condition        Report By
 JC1341  HISTORY     - 1986     MONUMENTED       NGS
 JC1341
 JC1341                          STATION DESCRIPTION
 JC1341
 JC1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1341'19.8 KM (12.3 MI) EAST FROM HERMANN.
 JC1341'19.8 KM (12.3 MI) EASTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1341'IN HERMANN, 17.1 M (56.1 FT) SOUTHEAST OF THE CENTER OF A FIELD
 JC1341'ENTRANCE, 12.0 M (39.4 FTY) SOUTH-SOUTHWEST OF THE HIGHWAY CENTERLINE,
 JC1341'AND 1.0 M (3.3 FT) NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 JC1341'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JC1341'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JC1341'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1363 ***********************************************************************
 JC1363  DESIGNATION -  D 335
 JC1363  PID         -  JC1363
 JC1363  STATE/COUNTY-  MO/GASCONADE
 JC1363  USGS QUAD   -  GASCONADE (1974)
 JC1363
 JC1363                         *CURRENT SURVEY CONTROL
 JC1363  ___________________________________________________________________
 JC1363* NAD 83(1986)-  38 38 20.     (N)    091 30 39.     (W)     SCALED    
 JC1363* NAVD 88     -       165.239  (meters)     542.12   (feet)  ADJUSTED  
 JC1363  ___________________________________________________________________
 JC1363  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JC1363  DYNAMIC HT  -         165.130 (meters)     541.76  (feet)  COMP
 JC1363  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 JC1363
 JC1363  VERT ORDER  -  FIRST     CLASS II
 JC1363
 JC1363.The horizontal coordinates were scaled from a topographic map and have
 JC1363.an estimated accuracy of +/- 6 seconds.
 JC1363
 JC1363.The orthometric height was determined by differential leveling
 JC1363.and adjusted by the National Geodetic Survey in June 1991..
 JC1363
 JC1363.The geoid height was determined by GEOID03.
 JC1363
 JC1363.The dynamic height is computed by dividing the NAVD 88
 JC1363.geopotential number by the normal gravity value computed on the
 JC1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1363.degrees latitude (g = 980.6199 gals.).
 JC1363
 JC1363.The modeled gravity was interpolated from observed gravity values.
 JC1363
 JC1363;                    North         East    Units  Estimated Accuracy
 JC1363;SPC MO E     -   311,830.      162,000.      MT  (+/- 180 meters Scaled)
 JC1363
 JC1363                          SUPERSEDED SURVEY CONTROL
 JC1363
 JC1363.No superseded survey control is available for this station.
 JC1363
 JC1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC296777(NAD 83)
 JC1363_MARKER: I = METAL ROD
 JC1363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1363_SP_SET: STAINLESS STEEL ROD
 JC1363_STAMPING: D 335 1986
 JC1363_MARK LOGO: NGS   
 JC1363_PROJECTION: FLUSH
 JC1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1363_ROD/PIPE-DEPTH: 4.3  meters
 JC1363
 JC1363  HISTORY     - Date     Condition        Report By
 JC1363  HISTORY     - 1986     MONUMENTED       NGS
 JC1363
 JC1363                          STATION DESCRIPTION
 JC1363
 JC1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1363'11.1 KM (6.9 MI) WEST FROM HERMANN.
 JC1363'11.1 KM (6.9 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1363'IN HERMANN, 20.0 M (65.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 8.3
 JC1363'M (27.2 FT) NORTH-NORTHWEST OF THE CENTERLINE OF CONUTY ROAD J, 0.5 M
 JC1363'(1.6 FT) SOUTHWEST OF A FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS
 JC1363'HAD THROUGH A 5-INCH LOGO CAP.
 JC1363'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 JC1363'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1076 ***********************************************************************
 HC1076  DESIGNATION -  D 336
 HC1076  PID         -  HC1076
 HC1076  STATE/COUNTY-  MO/TEXAS
 HC1076  USGS QUAD   -  HOUSTON (1981)
 HC1076
 HC1076                         *CURRENT SURVEY CONTROL
 HC1076  ___________________________________________________________________
 HC1076* NAD 83(1986)-  37 19 41.     (N)    091 56 14.     (W)     SCALED    
 HC1076* NAVD 88     -       350.172  (meters)    1148.86   (feet)  ADJUSTED  
 HC1076  ___________________________________________________________________
 HC1076  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 HC1076  DYNAMIC HT  -         349.887 (meters)    1147.92  (feet)  COMP
 HC1076  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 HC1076
 HC1076  VERT ORDER  -  FIRST     CLASS II
 HC1076
 HC1076.The horizontal coordinates were scaled from a topographic map and have
 HC1076.an estimated accuracy of +/- 6 seconds.
 HC1076
 HC1076.The orthometric height was determined by differential leveling
 HC1076.and adjusted by the National Geodetic Survey in June 1991..
 HC1076
 HC1076.The geoid height was determined by GEOID03.
 HC1076
 HC1076.The dynamic height is computed by dividing the NAVD 88
 HC1076.geopotential number by the normal gravity value computed on the
 HC1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1076.degrees latitude (g = 980.6199 gals.).
 HC1076
 HC1076.The modeled gravity was interpolated from observed gravity values.
 HC1076
 HC1076;                    North         East    Units  Estimated Accuracy
 HC1076;SPC MO C     -   166,010.      549,880.      MT  (+/- 180 meters Scaled)
 HC1076
 HC1076                          SUPERSEDED SURVEY CONTROL
 HC1076
 HC1076  NGVD 29 (10/05/93)  350.044  (m)         1148.44   (f) ADJUSTED    1 2
 HC1076
 HC1076.Superseded values are not recommended for survey control.
 HC1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1076.See file dsdata.txt to determine how the superseded data were derived.
 HC1076
 HC1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB941317(NAD 83)
 HC1076_MARKER: I = METAL ROD
 HC1076_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HC1076+WITH SETTING: INFORMATION.
 HC1076_SP_SET: METAL ROD DRIVEN INTO GROUND
 HC1076_STAMPING: D 336 1986
 HC1076_MARK LOGO: NGS   
 HC1076_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC1076
 HC1076  HISTORY     - Date     Condition        Report By
 HC1076  HISTORY     - 1986     MONUMENTED       NGS
 HC1076
 HC1076                          STATION DESCRIPTION
 HC1076
 HC1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1076'1.3 KM (0.8 MI) EASTERLY ALONG COUNTY ROAD B FROM ITS JUNCTION WITH
 HC1076'U.S. HIGHWAY 63 IN HOUSTON, A METAL ROD DRIVEN 0.8 M AND FLUSH WITH
 HC1076'UOUND, 13.1 M (43.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 8.3 M
 HC1076'(27.2 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING NORTHEAST,
 HC1076'5.6 M (18.4 FT) NORTHEAST OF A UTILITY POLE, 1.0 M (3.3 FT) ABOVE THE
 HC1076'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST
 HC1076'AND FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HC1076'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1104 ***********************************************************************
 HC1104  DESIGNATION -  D 337
 HC1104  PID         -  HC1104
 HC1104  STATE/COUNTY-  MO/PHELPS
 HC1104  USGS QUAD   -  YANCY MILLS (1982)
 HC1104
 HC1104                         *CURRENT SURVEY CONTROL
 HC1104  ___________________________________________________________________
 HC1104* NAD 83(1986)-  37 47 26.     (N)    091 49 47.     (W)     SCALED    
 HC1104* NAVD 88     -       253.687  (meters)     832.30   (feet)  ADJUSTED  
 HC1104  ___________________________________________________________________
 HC1104  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HC1104  DYNAMIC HT  -         253.494 (meters)     831.67  (feet)  COMP
 HC1104  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 HC1104
 HC1104  VERT ORDER  -  FIRST     CLASS II
 HC1104
 HC1104.The horizontal coordinates were scaled from a topographic map and have
 HC1104.an estimated accuracy of +/- 6 seconds.
 HC1104
 HC1104.The orthometric height was determined by differential leveling
 HC1104.and adjusted by the National Geodetic Survey in June 1991..
 HC1104
 HC1104.The geoid height was determined by GEOID03.
 HC1104
 HC1104.The dynamic height is computed by dividing the NAVD 88
 HC1104.geopotential number by the normal gravity value computed on the
 HC1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1104.degrees latitude (g = 980.6199 gals.).
 HC1104
 HC1104.The modeled gravity was interpolated from observed gravity values.
 HC1104
 HC1104;                    North         East    Units  Estimated Accuracy
 HC1104;SPC MO C     -   217,400.      559,040.      MT  (+/- 180 meters Scaled)
 HC1104
 HC1104                          SUPERSEDED SURVEY CONTROL
 HC1104
 HC1104  NGVD 29 (10/05/93)  253.611  (m)          832.06   (f) ADJUSTED    1 2
 HC1104
 HC1104.Superseded values are not recommended for survey control.
 HC1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1104.See file dsdata.txt to determine how the superseded data were derived.
 HC1104
 HC1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB030832(NAD 83)
 HC1104_MARKER: DV = VERTICAL CONTROL DISK
 HC1104_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HC1104_SP_SET: PIER
 HC1104_STAMPING: D 337 1986
 HC1104_MARK LOGO: NGS   
 HC1104_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC1104+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2005
 HC1104
 HC1104  HISTORY     - Date     Condition        Report By
 HC1104  HISTORY     - 1986     MONUMENTED       NGS
 HC1104  HISTORY     - 20050323 GOOD             MODT
 HC1104
 HC1104                          STATION DESCRIPTION
 HC1104
 HC1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1104'22.1 KM (13.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 HC1104'WITH INTERSTATE HIGHWAY 44 IN ROLLA, SET VERTICALLY IN THE EAST FACE
 HC1104'OF THE MOST SOUTHERLY 1 OF 2 COLUMNS OF THE FIRST PIER EAST OF THE
 HC1104'WEST ABUTMENT OF A HIGHWAY BRIDGE SPANNING LITTLE PINEY CREEK, 3.4 M
 HC1104'(11.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.3 M (4.3 FT)
 HC1104'ABOVE THE GROUND SURFACE.
 HC1104
 HC1104                          STATION RECOVERY (2005)
 HC1104
 HC1104'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2005 (RH)
 HC1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0991 ***********************************************************************
 KD0991  DESIGNATION -  D 338
 KD0991  PID         -  KD0991
 KD0991  STATE/COUNTY-  MO/SALINE
 KD0991  USGS QUAD   -  SALINE CITY (1971)
 KD0991
 KD0991                         *CURRENT SURVEY CONTROL
 KD0991  ___________________________________________________________________
 KD0991* NAD 83(1986)-  39 12 58.     (N)    092 52 35.     (W)     SCALED    
 KD0991* NAVD 88     -       188.017  (meters)     616.85   (feet)  ADJUSTED  
 KD0991  ___________________________________________________________________
 KD0991  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0991  DYNAMIC HT  -         187.903 (meters)     616.48  (feet)  COMP
 KD0991  MODELED GRAV-     980,015.8   (mgal)                       NAVD 88
 KD0991
 KD0991  VERT ORDER  -  FIRST     CLASS II
 KD0991
 KD0991.The horizontal coordinates were scaled from a topographic map and have
 KD0991.an estimated accuracy of +/- 6 seconds.
 KD0991
 KD0991.The orthometric height was determined by differential leveling
 KD0991.and adjusted by the National Geodetic Survey in June 1991..
 KD0991
 KD0991.The geoid height was determined by GEOID03.
 KD0991
 KD0991.The dynamic height is computed by dividing the NAVD 88
 KD0991.geopotential number by the normal gravity value computed on the
 KD0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0991.degrees latitude (g = 980.6199 gals.).
 KD0991
 KD0991.The modeled gravity was interpolated from observed gravity values.
 KD0991
 KD0991;                    North         East    Units  Estimated Accuracy
 KD0991;SPC MO C     -   375,490.      467,500.      MT  (+/- 180 meters Scaled)
 KD0991
 KD0991                          SUPERSEDED SURVEY CONTROL
 KD0991
 KD0991.No superseded survey control is available for this station.
 KD0991
 KD0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD106407(NAD 83)
 KD0991_MARKER: I = METAL ROD
 KD0991_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0991_SP_SET: STAINLESS STEEL ROD
 KD0991_STAMPING: D 338 1986
 KD0991_MARK LOGO: NGS   
 KD0991_PROJECTION: FLUSH
 KD0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0991_ROD/PIPE-DEPTH: 26.2 meters
 KD0991
 KD0991  HISTORY     - Date     Condition        Report By
 KD0991  HISTORY     - 1986     MONUMENTED       NGS
 KD0991
 KD0991                          STATION DESCRIPTION
 KD0991
 KD0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0991'2.8 KM (1.75 MI) WEST FROM GLASGOW.
 KD0991'2.8 KM (1.75 MI) WESTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0991'WITH STATE HIGHWAY 87 IN GLASGOW, 8.0 M (26.2 FT) NORTH OF THE HIGHWAY
 KD0991'CENTERLINE, 4.6 M (15.1 FT) EAST OF THE EXTENDED CENTER OF COUNTY ROAD
 KD0991'130, 4.5 M (14.8 FT) EAST OF A FENCE CORNER, AND 1.0 M (3.3 FT) WEST
 KD0991'OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KD0991'5-INCH LOGO CAP.
 KD0991'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KD0991'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1309 ***********************************************************************
 JC1309  DESIGNATION -  D 339
 JC1309  PID         -  JC1309
 JC1309  STATE/COUNTY-  MO/FRANKLIN
 JC1309  USGS QUAD   -  GRAY SUMMIT (1969)
 JC1309
 JC1309                         *CURRENT SURVEY CONTROL
 JC1309  ___________________________________________________________________
 JC1309* NAD 83(1997)-  38 28 59.84087(N)    090 49 22.28942(W)     ADJUSTED  
 JC1309* NAVD 88     -       206.700  (meters)     678.15   (feet)  ADJUSTED  
 JC1309  ___________________________________________________________________
 JC1309  X           -     -71,796.285 (meters)                     COMP
 JC1309  Y           -  -4,998,845.991 (meters)                     COMP
 JC1309  Z           -   3,947,686.920 (meters)                     COMP
 JC1309  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 JC1309  ELLIP HEIGHT-         175.86  (meters)          (02/17/00) GPS OBS
 JC1309  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JC1309  DYNAMIC HT  -         206.565 (meters)     677.71  (feet)  COMP
 JC1309  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 JC1309
 JC1309  HORZ ORDER  -  THIRD
 JC1309  VERT ORDER  -  FIRST     CLASS II
 JC1309  ELLP ORDER  -  FOURTH    CLASS I
 JC1309
 JC1309.The horizontal coordinates were established by GPS observations
 JC1309.and adjusted by the National Geodetic Survey in February 2000..
 JC1309
 JC1309.The orthometric height was determined by differential leveling
 JC1309.and adjusted by the National Geodetic Survey in June 1991..
 JC1309
 JC1309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1309
 JC1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1309
 JC1309.The ellipsoidal height was determined by GPS observations
 JC1309.and is referenced to NAD 83.
 JC1309
 JC1309.The geoid height was determined by GEOID03.
 JC1309
 JC1309.The dynamic height is computed by dividing the NAVD 88
 JC1309.geopotential number by the normal gravity value computed on the
 JC1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1309.degrees latitude (g = 980.6199 gals.).
 JC1309
 JC1309.The modeled gravity was interpolated from observed gravity values.
 JC1309
 JC1309;                    North         East     Units Scale Factor Converg.
 JC1309;SPC MO E     -   294,123.643   221,831.527   MT  0.99994310   -0 12 03.3
 JC1309;UTM  15      - 4,261,684.900   689,896.404   MT  1.00004410   +1 21 18.8
 JC1309
 JC1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1309!SPC MO E     -   0.99997241  x   0.99994310  =   0.99991551
 JC1309!UTM  15      -   0.99997241  x   1.00004410  =   1.00001651
 JC1309
 JC1309                          SUPERSEDED SURVEY CONTROL
 JC1309
 JC1309  NAD 83(1997)-  38 28 59.84539(N)    090 49 22.28967(W) AD(       ) 3
 JC1309  NAD 83(1986)-  38 28 59.85407(N)    090 49 22.28896(W) AD(       ) 3
 JC1309  NGVD 29 (07/16/90)  206.77   (m)          678.4    (f) LEVELING    3  
 JC1309
 JC1309.Superseded values are not recommended for survey control.
 JC1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1309.See file dsdata.txt to determine how the superseded data were derived.
 JC1309
 JC1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8989661685(NAD 83)
 JC1309_MARKER: DB = BENCH MARK DISK
 JC1309_SETTING: 66 = SET IN ROCK OUTCROP
 JC1309_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JC1309_STAMPING: D 339 1986
 JC1309_MARK LOGO: NGS   
 JC1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1309+STABILITY: POSITION/ELEVATION WELL
 JC1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1309+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1992
 JC1309
 JC1309  HISTORY     - Date     Condition        Report By
 JC1309  HISTORY     - 1986     MONUMENTED       NGS
 JC1309  HISTORY     - 19891114 GOOD             NGS
 JC1309  HISTORY     - 19900227 GOOD
 JC1309  HISTORY     - 19910520 GOOD             NGS
 JC1309  HISTORY     - 19920319 GOOD             MODNR
 JC1309
 JC1309                          STATION DESCRIPTION
 JC1309
 JC1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1309'IN GRAY SUMMIT.
 JC1309'THE MARK IS 0.5 M ABOVE THE STATE HIGHWAY.
 JC1309'IN GRAY SUMMIT, AT THE INTERSECTION OF INTERSTATE HIGHWAY 44 AND STATE
 JC1309'HIGHWAY 100, NEAR THE CENTER OF A 5 BY 60 FOOT EXPOSED AREA OF BEDROCK
 JC1309'IN A HIGHWAY CUT, 42.0 M (137.8 FT) SOUTH OF THE EAST BOUND INTERSTATE
 JC1309'HIGHWAY CENTERLINE, 21.2 M (69.6 FT) WEST OF THE STATE HIGHWAY
 JC1309'CENTERLINE, 15.3 M (50.2 FT) NORTHWEST OF A STREET LIGHT POLE, AND
 JC1309'12.5 M (41.0 FT) SOUTH OF THE CENTER OF AN OFF RAMP.
 JC1309
 JC1309                          STATION RECOVERY (1989)
 JC1309
 JC1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC1309'STATION IS LOCATED ABOUT 1 KM (0.60 MI) SOUTHWEST OF GRAY SUMMIT, IN
 JC1309'THE SOUTHWEST ANGLE OF THE JUNCTION OF INTERSTATE HIGHWAY 44 AND STATE
 JC1309'HIGHWAY 100, IN A LARGE OPEN AREA ADJACENT TO AN EXIT ROAD, NEAR THE
 JC1309'CENTER OF SECTION 8, T43N, R2E.  OWNERSHIP--MOHC.
 JC1309'STATION MARK IS SET IN A DRILL HOLE IN A 3 M (9.8 FT) LONG
 JC1309'NORTHEAST-SOUTHWESWT OUTCROP THAT PROJECTS ABOUT 5 CM.  IT IS 29.8 M
 JC1309'(97.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTHWEST ABUTMENT
 JC1309'OF A BRIDGE OVER THE HIGHWAY, 21.3 M (69.9 FT) WEST OF, AND 1 M
 JC1309'(3.3 FT) HIGHER THAN THE CENTER OF HIGHWAY 100, 9.5 M (31.2 FT) SOUTH
 JC1309'OF THE SOUTH EDGE OF THE EXIT ROAD, 0.6 M (2.0 FT) SOUTHWEST OF THE
 JC1309'NORTHEAST END OF THE OUTCROP, 5.0 M (16.4 FT) WEST-NORTHWEST OF THE
 JC1309'NORTH END OF A CABLE FENCE, AND 15.0 M (49.2 FT) NORTH-NORTHWEST OF
 JC1309'THE CENTER 1 OF 3 GAS VENT PIPES.
 JC1309
 JC1309                          STATION RECOVERY (1990)
 JC1309
 JC1309'RECOVERED 1990
 JC1309'RECOVERED IN GOOD CONDITION.
 JC1309
 JC1309                          STATION RECOVERY (1991)
 JC1309
 JC1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JC1309'STATION IS LOCATED ABOUT 1 KM (0.6 MI) SOUTHWEST OF GRAY SUMMIT, IN
 JC1309'THE SOUTHWEST ANGLE OF THE JUNCTION OF INTERSTATE HIGHWAY 44 AND
 JC1309'STATE HIGHWAY 100, IN AN EXPOSED AREA OF ROCK OUTCROP IN A LARGE OPEN
 JC1309'AREA ALONG SIDE AN EXIT ROAD. OWNERSHIP--STATE OF MISSOURI DEPARTMENT
 JC1309'OF TRANSPORTATION.
 JC1309'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 100 AND COUNTY
 JC1309'ROAD MM LEADING TO THE WEST, LOCATED IN THE MIDDLE OF GRAY SUMMIT, GO
 JC1309'SOUTH ON HIGHWAY 100 FOR 0.8 KM (0.5 MI) TO THE STATION IN THE
 JC1309'SOUTHWEST QUADRANT OF THE JUNCTION OF INTERSTATE HIGHWAY 44.
 JC1309'STATION IS SET IN A DRILL HOLE IN A 3.0 M (9.8 FT) LONG
 JC1309'NORTHEAST-SOUTHWEST OUTCROP THAT PROJECTS ABOUT 5 CM, LOCATED 29.8 M
 JC1309'(97.8 FT) SOUTHWEST OF SOUTHWEST CORNER OF SOUTHWEST ABUTMENT OF
 JC1309'BRIDGE OVER HIGHWAY, 21.3 M (69.9 FT) WEST OF AND 1.0 M (3.3 FT)
 JC1309'HIGHER THAN THE CENTER OF HIGHWAY 100, 9.5 M (31.2 FT) SOUTH OF SOUTH
 JC1309'EDGE OF EXIT ROAD, 0.6 M (2.0 FT) SOUTHWEST OF NORTHEAST END OF
 JC1309'OUTCROP, 5.0 M (16.4 FT) WEST-NORTHWEST OF NORTH END OF CABLE FENCE,
 JC1309'AND 15.0 M (49.2 FT) NORTH-NORTHWEST OF CENTER ONE OF THREE GAS VENT
 JC1309'PIPES.
 JC1309
 JC1309                          STATION RECOVERY (1992)
 JC1309
 JC1309'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JC1309'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0579 ***********************************************************************
 HC0579  DESIGNATION -  D 34
 HC0579  PID         -  HC0579
 HC0579  STATE/COUNTY-  MO/TEXAS
 HC0579  USGS QUAD   -  MAPLES (1981)
 HC0579
 HC0579                         *CURRENT SURVEY CONTROL
 HC0579  ___________________________________________________________________
 HC0579* NAD 83(1986)-  37 30 43.     (N)    091 52 01.     (W)     SCALED    
 HC0579* NAVD 88     -       376.881  (meters)    1236.48   (feet)  ADJUSTED  
 HC0579  ___________________________________________________________________
 HC0579  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HC0579  DYNAMIC HT  -         376.584 (meters)    1235.51  (feet)  COMP
 HC0579  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 HC0579
 HC0579  VERT ORDER  -  FIRST     CLASS II
 HC0579
 HC0579.The horizontal coordinates were scaled from a topographic map and have
 HC0579.an estimated accuracy of +/- 6 seconds.
 HC0579
 HC0579.The orthometric height was determined by differential leveling
 HC0579.and adjusted by the National Geodetic Survey in June 1991..
 HC0579
 HC0579.The geoid height was determined by GEOID03.
 HC0579
 HC0579.The dynamic height is computed by dividing the NAVD 88
 HC0579.geopotential number by the normal gravity value computed on the
 HC0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0579.degrees latitude (g = 980.6199 gals.).
 HC0579
 HC0579.The modeled gravity was interpolated from observed gravity values.
 HC0579
 HC0579;                    North         East    Units  Estimated Accuracy
 HC0579;SPC MO C     -   186,450.      555,970.      MT  (+/- 180 meters Scaled)
 HC0579
 HC0579                          SUPERSEDED SURVEY CONTROL
 HC0579
 HC0579  NGVD 29 (??/??/92)  376.775  (m)         1236.14   (f) ADJ UNCH    1 2
 HC0579
 HC0579.Superseded values are not recommended for survey control.
 HC0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0579.See file dsdata.txt to determine how the superseded data were derived.
 HC0579
 HC0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB001522(NAD 83)
 HC0579_MARKER: DB = BENCH MARK DISK
 HC0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0579_STAMPING: D 34 1934
 HC0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0579+STABILITY: SURFACE MOTION
 HC0579
 HC0579  HISTORY     - Date     Condition        Report By
 HC0579  HISTORY     - 1934     MONUMENTED       CGS
 HC0579  HISTORY     - 1935     GOOD             NGS
 HC0579  HISTORY     - 19860816 MARK NOT FOUND   NGS
 HC0579
 HC0579                          STATION DESCRIPTION
 HC0579
 HC0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0579'1.2 MI N FROM LICKING.
 HC0579'1.2 MILES NORTH ALONG U.S. HIGHWAY 63 FROM THE INTERSECTION
 HC0579'OF STATE HIGHWAY 32 AT LICKING, TEXAS COUNTY, 75 FEET NORTH
 HC0579'OF THE CENTERLINE OF A COUNTY ROAD LEADING WEST, AND 25 FEET
 HC0579'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HC0579'D 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0579
 HC0579                          STATION RECOVERY (1986)
 HC0579
 HC0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HC0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2782 ***********************************************************************
 JD2782  DESIGNATION -  D 340
 JD2782  PID         -  JD2782
 JD2782  STATE/COUNTY-  MO/OSAGE
 JD2782  USGS QUAD   -  WESTPHALIA WEST (1987)
 JD2782
 JD2782                         *CURRENT SURVEY CONTROL
 JD2782  ___________________________________________________________________
 JD2782* NAD 83(1986)-  38 26 49.     (N)    092 00 23.     (W)     SCALED    
 JD2782* NAVD 88     -       215.933  (meters)     708.44   (feet)  ADJUSTED  
 JD2782  ___________________________________________________________________
 JD2782  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD2782  DYNAMIC HT  -         215.784 (meters)     707.95  (feet)  COMP
 JD2782  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 JD2782
 JD2782  VERT ORDER  -  FIRST     CLASS II
 JD2782
 JD2782.The horizontal coordinates were scaled from a topographic map and have
 JD2782.an estimated accuracy of +/- 6 seconds.
 JD2782
 JD2782.The orthometric height was determined by differential leveling
 JD2782.and adjusted by the National Geodetic Survey in June 1991..
 JD2782
 JD2782.The geoid height was determined by GEOID03.
 JD2782
 JD2782.The dynamic height is computed by dividing the NAVD 88
 JD2782.geopotential number by the normal gravity value computed on the
 JD2782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2782.degrees latitude (g = 980.6199 gals.).
 JD2782
 JD2782.The modeled gravity was interpolated from observed gravity values.
 JD2782
 JD2782;                    North         East    Units  Estimated Accuracy
 JD2782;SPC MO C     -   290,160.      543,090.      MT  (+/- 180 meters Scaled)
 JD2782
 JD2782                          SUPERSEDED SURVEY CONTROL
 JD2782
 JD2782  NGVD 29 (10/05/93)  215.911  (m)          708.37   (f) ADJUSTED    1 2
 JD2782
 JD2782.Superseded values are not recommended for survey control.
 JD2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2782.See file dsdata.txt to determine how the superseded data were derived.
 JD2782
 JD2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC867558(NAD 83)
 JD2782_MARKER: DV = VERTICAL CONTROL DISK
 JD2782_SETTING: 66 = SET IN ROCK OUTCROP
 JD2782_SP_SET: IN A DRILL HOLE IN BEDROCK
 JD2782_STAMPING: D 340 1986
 JD2782_MARK LOGO: NGS   
 JD2782_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2782+STABILITY: POSITION/ELEVATION WELL
 JD2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2782+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002
 JD2782
 JD2782  HISTORY     - Date     Condition        Report By
 JD2782  HISTORY     - 1986     MONUMENTED       NGS
 JD2782  HISTORY     - 20020622 GOOD             MODNR
 JD2782
 JD2782                          STATION DESCRIPTION
 JD2782
 JD2782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2782'0.5 KM (0.3 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JD2782'WITH COUNTY ROAD 511 IN WESTPHALIA, IN A LARGE EXPOSED AREA OF
 JD2782'BEDROCK IN A HIGHWAY CUT, 64.0 M (210.0 FT) SOUTH-SOUTHEAST OF THE
 JD2782'SOUTHEAST CORNER OF A METAL BARN, 30.5 M (100.1 FT) NORTHWEST OF THE
 JD2782'SOUTHEAST END OF THE CUT, 10.4 M (34.1 FT) SOUTHEAST OF A FENCE
 JD2782'CORNER, 8.9 M (29.2 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 JD2782'HIGHWAY, 3.4 M (11.2 FT) EAST-NORTHEAST OF THE CENTER OF A TRACK
 JD2782'ROAD, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 JD2782
 JD2782                          STATION RECOVERY (2002)
 JD2782
 JD2782'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 JD2782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1611 ***********************************************************************
 KE1611  DESIGNATION -  D 341
 KE1611  PID         -  KE1611
 KE1611  STATE/COUNTY-  MO/PLATTE
 KE1611  USGS QUAD   -  ATCHISON EAST (1984)
 KE1611
 KE1611                         *CURRENT SURVEY CONTROL
 KE1611  ___________________________________________________________________
 KE1611* NAD 83(1986)-  39 31 18.     (N)    095 01 37.     (W)     SCALED    
 KE1611* NAVD 88     -       244.995  (meters)     803.79   (feet)  ADJUSTED  
 KE1611  ___________________________________________________________________
 KE1611  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KE1611  DYNAMIC HT  -         244.846 (meters)     803.30  (feet)  COMP
 KE1611  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 KE1611
 KE1611  VERT ORDER  -  FIRST     CLASS II
 KE1611
 KE1611.The horizontal coordinates were scaled from a topographic map and have
 KE1611.an estimated accuracy of +/- 6 seconds.
 KE1611
 KE1611.The orthometric height was determined by differential leveling
 KE1611.and adjusted by the National Geodetic Survey in June 1991..
 KE1611
 KE1611.The geoid height was determined by GEOID03.
 KE1611
 KE1611.The dynamic height is computed by dividing the NAVD 88
 KE1611.geopotential number by the normal gravity value computed on the
 KE1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1611.degrees latitude (g = 980.6199 gals.).
 KE1611
 KE1611.The modeled gravity was interpolated from observed gravity values.
 KE1611
 KE1611;                    North         East    Units  Estimated Accuracy
 KE1611;SPC MO W     -   372,490.      804,690.      MT  (+/- 180 meters Scaled)
 KE1611
 KE1611                          SUPERSEDED SURVEY CONTROL
 KE1611
 KE1611.No superseded survey control is available for this station.
 KE1611
 KE1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD257766(NAD 83)
 KE1611_MARKER: I = METAL ROD
 KE1611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1611_SP_SET: STAINLESS STEEL ROD
 KE1611_STAMPING: D 341 1989
 KE1611_MARK LOGO: NGS   
 KE1611_PROJECTION: FLUSH
 KE1611_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1611+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1611_ROD/PIPE-DEPTH: 18.6 meters
 KE1611
 KE1611  HISTORY     - Date     Condition        Report By
 KE1611  HISTORY     - 1989     MONUMENTED       NGS
 KE1611  HISTORY     - 20060409 MARK NOT FOUND   GEOCAC
 KE1611
 KE1611                          STATION DESCRIPTION
 KE1611
 KE1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1611'3.4 KM (2.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION
 KE1611'WITH STATE HIGHWAY 116 IN RUSHVILLE, THENCE 4.3 KM (2.65 MI)
 KE1611'SOUTHERLY ALONG STATE HIGHWAY 45, 14.7 M (48.2 FT) NORTHEAST OF THE
 KE1611'CENTERLINE OF THE HIGHWAY, 13.2 M (43.3 FT) NORTHWEST OF THE
 KE1611'NORTHWEST CORNER OF A STEEL GUARDRAIL OF A RAILROAD BRIDGE SPANNING
 KE1611'SUGAR CREEK, 12.4 M (40.7 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 KE1611'BURLINGTON NORTHERN RAILROAD, 2.9 M (9.5 FT) NORTH OF A UTILITY POLE,
 KE1611'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND LEVEL WITH THE
 KE1611'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KE1611'CAP.
 KE1611
 KE1611                          STATION RECOVERY (2006)
 KE1611
 KE1611'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1611'WITNESS POST HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1447 ***********************************************************************
 LF1447  DESIGNATION -  D 342
 LF1447  PID         -  LF1447
 LF1447  STATE/COUNTY-  MO/ATCHISON
 LF1447  USGS QUAD   -  HAMBURG (1984)
 LF1447
 LF1447                         *CURRENT SURVEY CONTROL
 LF1447  ___________________________________________________________________
 LF1447* NAD 83(1986)-  40 33 56.     (N)    095 39 05.     (W)     SCALED    
 LF1447* NAVD 88     -       276.318  (meters)     906.55   (feet)  ADJUSTED  
 LF1447  ___________________________________________________________________
 LF1447  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LF1447  DYNAMIC HT  -         276.172 (meters)     906.07  (feet)  COMP
 LF1447  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LF1447
 LF1447  VERT ORDER  -  FIRST     CLASS II
 LF1447
 LF1447.The horizontal coordinates were scaled from a topographic map and have
 LF1447.an estimated accuracy of +/- 6 seconds.
 LF1447
 LF1447.The orthometric height was determined by differential leveling
 LF1447.and adjusted by the National Geodetic Survey in June 1991..
 LF1447
 LF1447.The geoid height was determined by GEOID03.
 LF1447
 LF1447.The dynamic height is computed by dividing the NAVD 88
 LF1447.geopotential number by the normal gravity value computed on the
 LF1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1447.degrees latitude (g = 980.6199 gals.).
 LF1447
 LF1447.The modeled gravity was interpolated from observed gravity values.
 LF1447
 LF1447;                    North         East    Units  Estimated Accuracy
 LF1447;SPC MO W     -   488,900.      752,500.      MT  (+/- 180 meters Scaled)
 LF1447
 LF1447                          SUPERSEDED SURVEY CONTROL
 LF1447
 LF1447.No superseded survey control is available for this station.
 LF1447
 LF1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE755939(NAD 83)
 LF1447_MARKER: I = METAL ROD
 LF1447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1447_SP_SET: STAINLESS STEEL ROD
 LF1447_STAMPING: D 342 1989
 LF1447_MARK LOGO: NGS   
 LF1447_PROJECTION: FLUSH
 LF1447_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1447+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1447_ROD/PIPE-DEPTH: 24.1 meters
 LF1447
 LF1447  HISTORY     - Date     Condition        Report By
 LF1447  HISTORY     - 1989     MONUMENTED       NGS
 LF1447
 LF1447                          STATION DESCRIPTION
 LF1447
 LF1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1447'3.2 KM (2.00 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 LF1447'FROM ITS JUNCTION WITH MAIN STREET IN HAMBURG, 22.3 M (73.2 FT)
 LF1447'SOUTHWEST OF THE CENTER OF A RAILROAD CROSSING, 21.5 M (70.5 FT)
 LF1447'SOUTHWEST OF THE NEAR RAIL, 14.2 M (46.6 FT) NORTHWEST OF THE CENTER
 LF1447'OF A LEVEE, 4.7 M (15.4 FT) SOUTH OF THE CENTER OF A METAL DRAIN
 LF1447'PIPE, 4.0 M (13.1 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0
 LF1447'FT) NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 LF1447'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1648 ***********************************************************************
 KE1648  DESIGNATION -  D 343
 KE1648  PID         -  KE1648
 KE1648  STATE/COUNTY-  MO/PLATTE
 KE1648  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1648
 KE1648                         *CURRENT SURVEY CONTROL
 KE1648  ___________________________________________________________________
 KE1648* NAD 83(1986)-  39 08 04.     (N)    094 35 14.     (W)     SCALED    
 KE1648* NAVD 88     -       225.978  (meters)     741.40   (feet)  ADJUSTED  
 KE1648  ___________________________________________________________________
 KE1648  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1648  DYNAMIC HT  -         225.833 (meters)     740.92  (feet)  COMP
 KE1648  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 KE1648
 KE1648  VERT ORDER  -  FIRST     CLASS II
 KE1648
 KE1648.This mark is at Kansas City Downtown Airport (MKC)
 KE1648
 KE1648.The horizontal coordinates were scaled from a topographic map and have
 KE1648.an estimated accuracy of +/- 6 seconds.
 KE1648
 KE1648.The orthometric height was determined by differential leveling
 KE1648.and adjusted by the National Geodetic Survey in June 1991..
 KE1648
 KE1648.The geoid height was determined by GEOID03.
 KE1648
 KE1648.The dynamic height is computed by dividing the NAVD 88
 KE1648.geopotential number by the normal gravity value computed on the
 KE1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1648.degrees latitude (g = 980.6199 gals.).
 KE1648
 KE1648.The modeled gravity was interpolated from observed gravity values.
 KE1648
 KE1648;                    North         East    Units  Estimated Accuracy
 KE1648;SPC MO W     -   329,380.      842,460.      MT  (+/- 180 meters Scaled)
 KE1648
 KE1648                          SUPERSEDED SURVEY CONTROL
 KE1648
 KE1648.No superseded survey control is available for this station.
 KE1648
 KE1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD628328(NAD 83)
 KE1648_MARKER: I = METAL ROD
 KE1648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1648_SP_SET: STAINLESS STEEL ROD
 KE1648_STAMPING: D 343 1989
 KE1648_MARK LOGO: NGS   
 KE1648_PROJECTION: FLUSH
 KE1648_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1648+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1648_ROD/PIPE-DEPTH: 23.2 meters
 KE1648
 KE1648  HISTORY     - Date     Condition        Report By
 KE1648  HISTORY     - 1989     MONUMENTED       NGS
 KE1648
 KE1648                          STATION DESCRIPTION
 KE1648
 KE1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1648'2.2 KM (1.35 MI) NORTHERLY ALONG BROADWAY FROM THE NORTH END OF THE
 KE1648'TOLL BRIDGE IN NORTH KANSAS CITY, 20.6 M (67.6 FT) WEST OF THE
 KE1648'CENTERLINE OF THE SOUTHBOUND LANES OF BROADWAY, 16.3 M (53.5 FT)
 KE1648'NORTH OF THE NORTHEAST CORNER OF THE KANSAS CITY DOWNTOWN AIRPORT
 KE1648'SECURITY FENCE, 6.8 M (22.3 FT) WEST OF THE CENTERLINE OF RICHARD
 KE1648'ROAD, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND 0.2 M (0.7 FT)
 KE1648'BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 KE1648'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1493 ***********************************************************************
 HD1493  DESIGNATION -  D 344
 HD1493  PID         -  HD1493
 HD1493  STATE/COUNTY-  MO/GREENE
 HD1493  USGS QUAD   -  BROOKLINE (1975)
 HD1493
 HD1493                         *CURRENT SURVEY CONTROL
 HD1493  ___________________________________________________________________
 HD1493* NAD 83(1986)-  37 08 58.     (N)    093 25 20.     (W)     SCALED    
 HD1493* NAVD 88     -       377.624  (meters)    1238.92   (feet)  ADJUSTED  
 HD1493  ___________________________________________________________________
 HD1493  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HD1493  DYNAMIC HT  -         377.316 (meters)    1237.91  (feet)  COMP
 HD1493  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 HD1493
 HD1493  VERT ORDER  -  FIRST     CLASS II
 HD1493
 HD1493.The horizontal coordinates were scaled from a topographic map and have
 HD1493.an estimated accuracy of +/- 6 seconds.
 HD1493
 HD1493.The orthometric height was determined by differential leveling
 HD1493.and adjusted by the National Geodetic Survey in June 1991..
 HD1493
 HD1493.The geoid height was determined by GEOID03.
 HD1493
 HD1493.The dynamic height is computed by dividing the NAVD 88
 HD1493.geopotential number by the normal gravity value computed on the
 HD1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1493.degrees latitude (g = 980.6199 gals.).
 HD1493
 HD1493.The modeled gravity was interpolated from observed gravity values.
 HD1493
 HD1493;                    North         East    Units  Estimated Accuracy
 HD1493;SPC MO C     -   146,440.      418,080.      MT  (+/- 180 meters Scaled)
 HD1493
 HD1493                          SUPERSEDED SURVEY CONTROL
 HD1493
 HD1493  NGVD 29 (10/05/93)  377.469  (m)         1238.41   (f) ADJUSTED    1 2
 HD1493
 HD1493.Superseded values are not recommended for survey control.
 HD1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1493.See file dsdata.txt to determine how the superseded data were derived.
 HD1493
 HD1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB625115(NAD 83)
 HD1493_MARKER: DV = VERTICAL CONTROL DISK
 HD1493_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HD1493_SP_SET: PIER
 HD1493_STAMPING: D 344 1989
 HD1493_MARK LOGO: NGS   
 HD1493_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1493+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1493
 HD1493  HISTORY     - Date     Condition        Report By
 HD1493  HISTORY     - 1989     MONUMENTED       NGS
 HD1493
 HD1493                          STATION DESCRIPTION
 HD1493
 HD1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1493'4.6 KM (2.85 MI) NORTHERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1493'WITH HINES STREET IN REPUBLIC, SET VERTICALLY IN THE SOUTHEAST FACE
 HD1493'OF THE FIRST PIER SOUTHEAST OF THE NORTHWEST ABUTMENT OF THE
 HD1493'BURLINGTON NORTHERN RAILROAD OVERPASS OF THE HIGHWAY, AND 13.1 M
 HD1493'(43.0 FT) NORTHWEST OF THE WESTBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1635 ***********************************************************************
 KE1635  DESIGNATION -  D 345
 KE1635  PID         -  KE1635
 KE1635  STATE/COUNTY-  MO/PLATTE
 KE1635  USGS QUAD   -  PLATTE CITY (1975)
 KE1635
 KE1635                         *CURRENT SURVEY CONTROL
 KE1635  ___________________________________________________________________
 KE1635* NAD 83(1986)-  39 15 09.     (N)    094 48 24.     (W)     SCALED    
 KE1635* NAVD 88     -       231.218  (meters)     758.59   (feet)  ADJUSTED  
 KE1635  ___________________________________________________________________
 KE1635  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE1635  DYNAMIC HT  -         231.071 (meters)     758.11  (feet)  COMP
 KE1635  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 KE1635
 KE1635  VERT ORDER  -  FIRST     CLASS II
 KE1635
 KE1635.The horizontal coordinates were scaled from a topographic map and have
 KE1635.an estimated accuracy of +/- 6 seconds.
 KE1635
 KE1635.The orthometric height was determined by differential leveling
 KE1635.and adjusted by the National Geodetic Survey in June 1991..
 KE1635
 KE1635.The geoid height was determined by GEOID03.
 KE1635
 KE1635.The dynamic height is computed by dividing the NAVD 88
 KE1635.geopotential number by the normal gravity value computed on the
 KE1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1635.degrees latitude (g = 980.6199 gals.).
 KE1635
 KE1635.The modeled gravity was interpolated from observed gravity values.
 KE1635
 KE1635;                    North         East    Units  Estimated Accuracy
 KE1635;SPC MO W     -   342,530.      823,530.      MT  (+/- 180 meters Scaled)
 KE1635
 KE1635                          SUPERSEDED SURVEY CONTROL
 KE1635
 KE1635.No superseded survey control is available for this station.
 KE1635
 KE1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD441463(NAD 83)
 KE1635_MARKER: I = METAL ROD
 KE1635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1635_SP_SET: STAINLESS STEEL ROD
 KE1635_STAMPING: D 345 1989
 KE1635_MARK LOGO: NGS   
 KE1635_PROJECTION: FLUSH
 KE1635_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1635+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 KE1635_ROD/PIPE-DEPTH: 18.9 meters
 KE1635
 KE1635  HISTORY     - Date     Condition        Report By
 KE1635  HISTORY     - 1989     MONUMENTED       NGS
 KE1635  HISTORY     - 20050704 GOOD             GEOCAC
 KE1635
 KE1635                          STATION DESCRIPTION
 KE1635
 KE1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1635'3.8 KM (2.35 MI) SOUTHERLY ALONG STATE HIGHWAY 45 FROM ITS JUNCTION
 KE1635'WITH MAIN STREET IN FARLEY, 21.8 M (71.5 FT) WEST OF THE CENTERLINE
 KE1635'OF THE HIGHWAY, 10.9 M (35.8 FT) NORTH OF THE CENTER OF A GRAVELED
 KE1635'ROAD LEADING WEST, 10.5 M (34.4 FT) EAST OF THE NEAR RAIL OF THE
 KE1635'BURLINGTON NORTHERN RAILROAD, 1.3 M (4.3 FT) NORTH OF A UTILITY POLE,
 KE1635'0.3 M (1.0 FT) EAST OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 KE1635'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1635
 KE1635                          STATION RECOVERY (2005)
 KE1635
 KE1635'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1635'THE LOGO CAP IS LOCATED APPROXIMATELY 0.5 M BELOW GROUND LEVEL.
 KE1635' 
 KE1635'HANDHELD GPS COORDINATES N39 15 09.0 W94 48 24.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1426 ***********************************************************************
 HD1426  DESIGNATION -  D 346
 HD1426  PID         -  HD1426
 HD1426  STATE/COUNTY-  MO/WRIGHT
 HD1426  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD1426
 HD1426                         *CURRENT SURVEY CONTROL
 HD1426  ___________________________________________________________________
 HD1426* NAD 83(1986)-  37 07 47.     (N)    092 19 29.     (W)     SCALED    
 HD1426* NAVD 88     -       444.208  (meters)    1457.37   (feet)  ADJUSTED  
 HD1426  ___________________________________________________________________
 HD1426  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HD1426  DYNAMIC HT  -         443.840 (meters)    1456.17  (feet)  COMP
 HD1426  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 HD1426
 HD1426  VERT ORDER  -  FIRST     CLASS II
 HD1426
 HD1426.The horizontal coordinates were scaled from a topographic map and have
 HD1426.an estimated accuracy of +/- 6 seconds.
 HD1426
 HD1426.The orthometric height was determined by differential leveling
 HD1426.and adjusted by the National Geodetic Survey in June 1991..
 HD1426
 HD1426.The geoid height was determined by GEOID03.
 HD1426
 HD1426.The dynamic height is computed by dividing the NAVD 88
 HD1426.geopotential number by the normal gravity value computed on the
 HD1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1426.degrees latitude (g = 980.6199 gals.).
 HD1426
 HD1426.The modeled gravity was interpolated from observed gravity values.
 HD1426
 HD1426;                    North         East    Units  Estimated Accuracy
 HD1426;SPC MO C     -   143,860.      515,570.      MT  (+/- 180 meters Scaled)
 HD1426
 HD1426                          SUPERSEDED SURVEY CONTROL
 HD1426
 HD1426  NGVD 29 (10/05/93)  444.041  (m)         1456.82   (f) ADJUSTED    1 2
 HD1426
 HD1426.Superseded values are not recommended for survey control.
 HD1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1426.See file dsdata.txt to determine how the superseded data were derived.
 HD1426
 HD1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB599094(NAD 83)
 HD1426_MARKER: I = METAL ROD
 HD1426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1426_SP_SET: STAINLESS STEEL ROD
 HD1426_STAMPING: D 346 1989
 HD1426_MARK LOGO: NGS   
 HD1426_PROJECTION: FLUSH
 HD1426_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1426+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1426_ROD/PIPE-DEPTH: 3.2  meters
 HD1426
 HD1426  HISTORY     - Date     Condition        Report By
 HD1426  HISTORY     - 1989     MONUMENTED       NGS
 HD1426
 HD1426                          STATION DESCRIPTION
 HD1426
 HD1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1426'3.0 KM (1.85 MI) WESTERLY ALONG U.S.HIGHWAY 60 BUSINESS FROM ITS
 HD1426'JUNCTION WITH STATE HIGHWAY 95 IN MOUNTAIN GROVE, THENCE 2.5 KM (1.55
 HD1426'MI) WESTERLY ALONG OLD U.S.HIGHWAY 60, 62.8 M (206.0 FT) WEST OF THE
 HD1426'CENTER OF A DRIVEWAY, 12.2 M (40.0 FT) SOUTH OF THE CENTERLINE OF THE
 HD1426'HIGHWAY, 5.3 M (17.4 FT) WEST OF A FENCE CORNER, 0.3 M (1.0 FT) NORTH
 HD1426'OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 HD1426'THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HD1426'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1449 ***********************************************************************
 HD1449  DESIGNATION -  D 347
 HD1449  PID         -  HD1449
 HD1449  STATE/COUNTY-  MO/WEBSTER
 HD1449  USGS QUAD   -  SEYMOUR (1982)
 HD1449
 HD1449                         *CURRENT SURVEY CONTROL
 HD1449  ___________________________________________________________________
 HD1449* NAD 83(1986)-  37 08 52.     (N)    092 45 06.     (W)     SCALED    
 HD1449* NAVD 88     -       500.191  (meters)    1641.04   (feet)  ADJUSTED  
 HD1449  ___________________________________________________________________
 HD1449  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HD1449  DYNAMIC HT  -         499.782 (meters)    1639.70  (feet)  COMP
 HD1449  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 HD1449
 HD1449  VERT ORDER  -  FIRST     CLASS II
 HD1449
 HD1449.The horizontal coordinates were scaled from a topographic map and have
 HD1449.an estimated accuracy of +/- 6 seconds.
 HD1449
 HD1449.The orthometric height was determined by differential leveling
 HD1449.and adjusted by the National Geodetic Survey in June 1991..
 HD1449
 HD1449.The geoid height was determined by GEOID03.
 HD1449
 HD1449.The dynamic height is computed by dividing the NAVD 88
 HD1449.geopotential number by the normal gravity value computed on the
 HD1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1449.degrees latitude (g = 980.6199 gals.).
 HD1449
 HD1449.The modeled gravity was interpolated from observed gravity values.
 HD1449
 HD1449;                    North         East    Units  Estimated Accuracy
 HD1449;SPC MO C     -   145,880.      477,640.      MT  (+/- 180 meters Scaled)
 HD1449
 HD1449                          SUPERSEDED SURVEY CONTROL
 HD1449
 HD1449  NGVD 29 (10/05/93)  500.028  (m)         1640.51   (f) ADJUSTED    1 2
 HD1449
 HD1449.Superseded values are not recommended for survey control.
 HD1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1449.See file dsdata.txt to determine how the superseded data were derived.
 HD1449
 HD1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB220112(NAD 83)
 HD1449_MARKER: I = METAL ROD
 HD1449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1449_SP_SET: STAINLESS STEEL ROD
 HD1449_STAMPING: D 347 1989
 HD1449_MARK LOGO: NGS   
 HD1449_PROJECTION: FLUSH
 HD1449_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1449+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1449_ROD/PIPE-DEPTH: 3.9  meters
 HD1449
 HD1449  HISTORY     - Date     Condition        Report By
 HD1449  HISTORY     - 1989     MONUMENTED       NGS
 HD1449
 HD1449                          STATION DESCRIPTION
 HD1449
 HD1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1449'0.3 KM (0.20 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1449'WITH COUNTY ROAD C IN SEYMOUR, 17.3 M (56.8 FT) SOUTHWEST OF THE
 HD1449'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT)
 HD1449'NORTHEAST OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 HD1449'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0957 ***********************************************************************
 GF0957  DESIGNATION -  D 348
 GF0957  PID         -  GF0957
 GF0957  STATE/COUNTY-  MO/LAWRENCE
 GF0957  USGS QUAD   -  VERONA (1972)
 GF0957
 GF0957                         *CURRENT SURVEY CONTROL
 GF0957  ___________________________________________________________________
 GF0957* NAD 83(1986)-  36 56 18.     (N)    093 48 35.     (W)     SCALED    
 GF0957* NAVD 88     -       412.333  (meters)    1352.80   (feet)  ADJUSTED  
 GF0957  ___________________________________________________________________
 GF0957  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GF0957  DYNAMIC HT  -         411.985 (meters)    1351.65  (feet)  COMP
 GF0957  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 GF0957
 GF0957  VERT ORDER  -  FIRST     CLASS II
 GF0957
 GF0957.The horizontal coordinates were scaled from a topographic map and have
 GF0957.an estimated accuracy of +/- 6 seconds.
 GF0957
 GF0957.The orthometric height was determined by differential leveling
 GF0957.and adjusted by the National Geodetic Survey in June 1991..
 GF0957
 GF0957.The geoid height was determined by GEOID03.
 GF0957
 GF0957.The dynamic height is computed by dividing the NAVD 88
 GF0957.geopotential number by the normal gravity value computed on the
 GF0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0957.degrees latitude (g = 980.6199 gals.).
 GF0957
 GF0957.The modeled gravity was interpolated from observed gravity values.
 GF0957
 GF0957;                    North         East    Units  Estimated Accuracy
 GF0957;SPC MO W     -    85,850.      911,490.      MT  (+/- 180 meters Scaled)
 GF0957
 GF0957                          SUPERSEDED SURVEY CONTROL
 GF0957
 GF0957  NGVD 29 (10/05/93)  412.167  (m)         1352.25   (f) ADJUSTED    1 2
 GF0957
 GF0957.Superseded values are not recommended for survey control.
 GF0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0957.See file dsdata.txt to determine how the superseded data were derived.
 GF0957
 GF0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA278883(NAD 83)
 GF0957_MARKER: I = METAL ROD
 GF0957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GF0957_SP_SET: STAINLESS STEEL ROD
 GF0957_STAMPING: D 348 1989
 GF0957_MARK LOGO: NGS   
 GF0957_PROJECTION: FLUSH
 GF0957_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0957+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0957_ROD/PIPE-DEPTH: 6.1  meters
 GF0957
 GF0957  HISTORY     - Date     Condition        Report By
 GF0957  HISTORY     - 1989     MONUMENTED       NGS
 GF0957
 GF0957                          STATION DESCRIPTION
 GF0957
 GF0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0957'10.5 KM (6.50 MI) EASTERLY ALONG US HIGHWAY 60 FROM ITS JUNCTION WITH
 GF0957'KYLER STREET IN MONETT, 53.3 M (174.9 FT) SOUTHEAST OF THE CENTERLINE
 GF0957'OF THE HIGHWAY, 10.6 M (34.8 FT) EAST OF THE CENTER OF A PAVED ROAD
 GF0957'LEADING SOUTH, 6.2 M (20.3 FT) NORTHEAST OF A FENCE CORNER, 0.3 M
 GF0957'(1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 GF0957'BELOW THE LEVEL OF THE PAVED ROAD.  NOTE--ACCESS TO DATUM POINT IS
 GF0957'HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0977 ***********************************************************************
 GF0977  DESIGNATION -  D 349
 GF0977  PID         -  GF0977
 GF0977  STATE/COUNTY-  MO/BARRY
 GF0977  USGS QUAD   -  SELIGMAN (1974)
 GF0977
 GF0977                         *CURRENT SURVEY CONTROL
 GF0977  ___________________________________________________________________
 GF0977* NAD 83(1986)-  36 33 50.     (N)    093 58 14.     (W)     SCALED    
 GF0977* NAVD 88     -       444.513  (meters)    1458.37   (feet)  ADJUSTED  
 GF0977  ___________________________________________________________________
 GF0977  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GF0977  DYNAMIC HT  -         444.122 (meters)    1457.09  (feet)  COMP
 GF0977  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 GF0977
 GF0977  VERT ORDER  -  FIRST     CLASS II
 GF0977
 GF0977.The horizontal coordinates were scaled from a topographic map and have
 GF0977.an estimated accuracy of +/- 6 seconds.
 GF0977
 GF0977.The orthometric height was determined by differential leveling
 GF0977.and adjusted by the National Geodetic Survey in June 1991..
 GF0977
 GF0977.The geoid height was determined by GEOID03.
 GF0977
 GF0977.The dynamic height is computed by dividing the NAVD 88
 GF0977.geopotential number by the normal gravity value computed on the
 GF0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0977.degrees latitude (g = 980.6199 gals.).
 GF0977
 GF0977.The modeled gravity was interpolated from observed gravity values.
 GF0977
 GF0977;                    North         East    Units  Estimated Accuracy
 GF0977;SPC MO W     -    44,210.      897,390.      MT  (+/- 180 meters Scaled)
 GF0977
 GF0977                          SUPERSEDED SURVEY CONTROL
 GF0977
 GF0977  NGVD 29 (10/05/93)  444.348  (m)         1457.83   (f) ADJUSTED    1 2
 GF0977
 GF0977.Superseded values are not recommended for survey control.
 GF0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0977.See file dsdata.txt to determine how the superseded data were derived.
 GF0977
 GF0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA131469(NAD 83)
 GF0977_MARKER: DV = VERTICAL CONTROL DISK
 GF0977_SETTING: 66 = SET IN ROCK OUTCROP
 GF0977_SP_SET: IN A DRILL HOLE IN BEDROCK
 GF0977_STAMPING: D 349 1989
 GF0977_MARK LOGO: NGS   
 GF0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0977+STABILITY: POSITION/ELEVATION WELL
 GF0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0977+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0977
 GF0977  HISTORY     - Date     Condition        Report By
 GF0977  HISTORY     - 1989     MONUMENTED       NGS
 GF0977
 GF0977                          STATION DESCRIPTION
 GF0977
 GF0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0977'3.1 KM (1.95 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 GF0977'WITH STATE HIGHWAY 90 IN WASHBURN, ON A 1 BY 3 FOOT ROCK LEDGE AT THE
 GF0977'BASE OF A 9 FOOT VERTICAL EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 GF0977'0.2 KM (0.10 MI) SOUTH OF THE INTERSECTION OF A ROAD LEADING
 GF0977'SOUTHWEST, 75.0 M (246.1 FT) NORTH OF THE SOUTHEAST END OF THE
 GF0977'EXPOSED BEDROCK, 10.5 M (34.4 FT) EAST OF THE CENTERLINE OF THE
 GF0977'HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M
 GF0977'(2.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1303 ***********************************************************************
 JD1303  DESIGNATION -  D 35
 JD1303  PID         -  JD1303
 JD1303  STATE/COUNTY-  MO/HICKORY
 JD1303  USGS QUAD   -  FRISTOE (1982)
 JD1303
 JD1303                         *CURRENT SURVEY CONTROL
 JD1303  ___________________________________________________________________
 JD1303* NAD 83(1986)-  38 03 40.     (N)    093 16 34.     (W)     SCALED    
 JD1303* NAVD 88     -       280.031  (meters)     918.74   (feet)  ADJUSTED  
 JD1303  ___________________________________________________________________
 JD1303  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JD1303  DYNAMIC HT  -         279.828 (meters)     918.07  (feet)  COMP
 JD1303  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 JD1303
 JD1303  VERT ORDER  -  SECOND    CLASS 0
 JD1303
 JD1303.The horizontal coordinates were scaled from a topographic map and have
 JD1303.an estimated accuracy of +/- 6 seconds.
 JD1303
 JD1303.The orthometric height was determined by differential leveling
 JD1303.and adjusted by the National Geodetic Survey in June 1991..
 JD1303
 JD1303.The geoid height was determined by GEOID03.
 JD1303
 JD1303.The dynamic height is computed by dividing the NAVD 88
 JD1303.geopotential number by the normal gravity value computed on the
 JD1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1303.degrees latitude (g = 980.6199 gals.).
 JD1303
 JD1303.The modeled gravity was interpolated from observed gravity values.
 JD1303
 JD1303;                    North         East    Units  Estimated Accuracy
 JD1303;SPC MO C     -   247,500.      431,890.      MT  (+/- 180 meters Scaled)
 JD1303
 JD1303                          SUPERSEDED SURVEY CONTROL
 JD1303
 JD1303  NGVD 29 (??/??/92)  279.919  (m)          918.37   (f) ADJ UNCH    2 0
 JD1303
 JD1303.Superseded values are not recommended for survey control.
 JD1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1303.See file dsdata.txt to determine how the superseded data were derived.
 JD1303
 JD1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC757126(NAD 83)
 JD1303_MARKER: DB = BENCH MARK DISK
 JD1303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1303_SP_SET: CULVERT
 JD1303_STAMPING: D 35 1934
 JD1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1303
 JD1303  HISTORY     - Date     Condition        Report By
 JD1303  HISTORY     - 1934     MONUMENTED       CGS
 JD1303
 JD1303                          STATION DESCRIPTION
 JD1303
 JD1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JD1303'3.8 MI N FROM CROSS TIMBERS.
 JD1303'3.8 MILES NORTH ALONG U.S. HIGHWAY 65 FROM CROSS TIMBERS, HICKORY
 JD1303'COUNTY, AT AN 8- BY 10- FOOT CONCRETE CULVERT, IN THE TOP OF
 JD1303'THE SOUTH END OF THE EAST HEADWALL, AND 19.9 FEET EAST OF THE
 JD1303'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 35 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1125 ***********************************************************************
 GE1125  DESIGNATION -  D 350
 GE1125  PID         -  GE1125
 GE1125  STATE/COUNTY-  MO/HOWELL
 GE1125  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE1125
 GE1125                         *CURRENT SURVEY CONTROL
 GE1125  ___________________________________________________________________
 GE1125* NAD 83(1986)-  36 56 38.     (N)    091 57 24.     (W)     SCALED    
 GE1125* NAVD 88     -       401.163  (meters)    1316.15   (feet)  ADJUSTED  
 GE1125  ___________________________________________________________________
 GE1125  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GE1125  DYNAMIC HT  -         400.825 (meters)    1315.04  (feet)  COMP
 GE1125  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 GE1125
 GE1125  VERT ORDER  -  FIRST     CLASS II
 GE1125
 GE1125.The horizontal coordinates were scaled from a topographic map and have
 GE1125.an estimated accuracy of +/- 6 seconds.
 GE1125
 GE1125.The orthometric height was determined by differential leveling
 GE1125.and adjusted by the National Geodetic Survey in June 1991..
 GE1125
 GE1125.The geoid height was determined by GEOID03.
 GE1125
 GE1125.The dynamic height is computed by dividing the NAVD 88
 GE1125.geopotential number by the normal gravity value computed on the
 GE1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1125.degrees latitude (g = 980.6199 gals.).
 GE1125
 GE1125.The modeled gravity was interpolated from observed gravity values.
 GE1125
 GE1125;                    North         East    Units  Estimated Accuracy
 GE1125;SPC MO C     -   123,360.      548,400.      MT  (+/- 180 meters Scaled)
 GE1125
 GE1125                          SUPERSEDED SURVEY CONTROL
 GE1125
 GE1125  NGVD 29 (10/05/93)  400.994  (m)         1315.59   (f) ADJUSTED    1 2
 GE1125
 GE1125.Superseded values are not recommended for survey control.
 GE1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1125.See file dsdata.txt to determine how the superseded data were derived.
 GE1125
 GE1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA929891(NAD 83)
 GE1125_MARKER: I = METAL ROD
 GE1125_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1125+WITH SETTING: INFORMATION.
 GE1125_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1125_STAMPING: D 350 1990
 GE1125_MARK LOGO: NGS   
 GE1125_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1125+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 GE1125
 GE1125  HISTORY     - Date     Condition        Report By
 GE1125  HISTORY     - 1990     MONUMENTED       NGS
 GE1125  HISTORY     - 19990927 GOOD             MODNR
 GE1125
 GE1125                          STATION DESCRIPTION
 GE1125
 GE1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1125'5.6 KM (3.5 MI) SOUTHERLY ALONG COUNTY ROAD 499 FROM THE JUNCTION OF
 GE1125'U.S. HIGHWAY 60 IN WILLOW SPRINGS, 10.3 M (33.8 FT) WEST OF AND
 GE1125'LEVEL WITH THE ROAD CENTERLINE, 7.3 M (24.0 FT) SOUTH OF THE
 GE1125'CENTERLINE OF COUNTY ROAD 550, 1.7 M (5.6 FT) WEST OF A FENCE CORNER,
 GE1125'AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 GE1125'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN
 GE1125'TO REFUSAL AND ANCHORED AT 2.2 METERS AND FLUSH WITH THE GROUND.
 GE1125
 GE1125                          STATION RECOVERY (1999)
 GE1125
 GE1125'RECOVERY NOTE BY MO DEPT OF NAT RES 1999 (BDC)
 GE1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1149 ***********************************************************************
 GE1149  DESIGNATION -  D 351
 GE1149  PID         -  GE1149
 GE1149  STATE/COUNTY-  MO/HOWELL
 GE1149  USGS QUAD   -  BRANDSVILLE (1986)
 GE1149
 GE1149                         *CURRENT SURVEY CONTROL
 GE1149  ___________________________________________________________________
 GE1149* NAD 83(1986)-  36 40 13.     (N)    091 43 57.     (W)     SCALED    
 GE1149* NAVD 88     -       278.452  (meters)     913.55   (feet)  ADJUSTED  
 GE1149  ___________________________________________________________________
 GE1149  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GE1149  DYNAMIC HT  -         278.220 (meters)     912.79  (feet)  COMP
 GE1149  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 GE1149
 GE1149  VERT ORDER  -  FIRST     CLASS II
 GE1149
 GE1149.The horizontal coordinates were scaled from a topographic map and have
 GE1149.an estimated accuracy of +/- 6 seconds.
 GE1149
 GE1149.The orthometric height was determined by differential leveling
 GE1149.and adjusted by the National Geodetic Survey in June 1991..
 GE1149
 GE1149.The geoid height was determined by GEOID03.
 GE1149
 GE1149.The dynamic height is computed by dividing the NAVD 88
 GE1149.geopotential number by the normal gravity value computed on the
 GE1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1149.degrees latitude (g = 980.6199 gals.).
 GE1149
 GE1149.The modeled gravity was interpolated from observed gravity values.
 GE1149
 GE1149;                    North         East    Units  Estimated Accuracy
 GE1149;SPC MO C     -    93,140.      568,610.      MT  (+/- 180 meters Scaled)
 GE1149
 GE1149                          SUPERSEDED SURVEY CONTROL
 GE1149
 GE1149  NGVD 29 (10/05/93)  278.307  (m)          913.08   (f) ADJUSTED    1 2
 GE1149
 GE1149.Superseded values are not recommended for survey control.
 GE1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1149.See file dsdata.txt to determine how the superseded data were derived.
 GE1149
 GE1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA132590(NAD 83)
 GE1149_MARKER: I = METAL ROD
 GE1149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1149_SP_SET: STAINLESS STEEL ROD
 GE1149_STAMPING: D 351 1990
 GE1149_MARK LOGO: NGS   
 GE1149_PROJECTION: PROJECTING 5 CENTIMETERS
 GE1149_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1149+STABILITY: POSITION/ELEVATION WELL
 GE1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1149+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 GE1149_ROD/PIPE-DEPTH: 4.5  meters
 GE1149
 GE1149  HISTORY     - Date     Condition        Report By
 GE1149  HISTORY     - 1990     MONUMENTED       NGS
 GE1149  HISTORY     - 20060207 GOOD             MODNR
 GE1149
 GE1149                          STATION DESCRIPTION
 GE1149
 GE1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1149'10.8 KM (6.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 63 FROM THE SOUTH
 GE1149'JUNCTION OF U.S. HIGHWAY 63 BUSINESS (BILL VIRDON BOULEVARD) IN WEST
 GE1149'PLAINS, 31.5 M (103.3 FT) WEST OF THE CENTER OF COUNTY ROAD 951, 18.0
 GE1149'M (59.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.3 M (14.1 FT) WEST OF
 GE1149'UTILITY PEDESTAL NUMBER 4 LP3 191.5, 1.2 M (3.9 FT) BELOW THE LEVEL
 GE1149'OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 GE1149'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GE1149
 GE1149                          STATION RECOVERY (2006)
 GE1149
 GE1149'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0145 ***********************************************************************
 JD0145  DESIGNATION -  D 37
 JD0145  PID         -  JD0145
 JD0145  STATE/COUNTY-  MO/COLE
 JD0145  USGS QUAD   -  OSAGE CITY (1981)
 JD0145
 JD0145                         *CURRENT SURVEY CONTROL
 JD0145  ___________________________________________________________________
 JD0145* NAD 83(1986)-  38 32 37.     (N)    092 02 35.     (W)     SCALED    
 JD0145* NAVD 88     -       209.634  (meters)     687.77   (feet)  ADJUSTED  
 JD0145  ___________________________________________________________________
 JD0145  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JD0145  DYNAMIC HT  -         209.492 (meters)     687.31  (feet)  COMP
 JD0145  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 JD0145
 JD0145  VERT ORDER  -  FIRST     CLASS II
 JD0145
 JD0145.The horizontal coordinates were scaled from a topographic map and have
 JD0145.an estimated accuracy of +/- 6 seconds.
 JD0145
 JD0145.The orthometric height was determined by differential leveling
 JD0145.and adjusted by the National Geodetic Survey in June 1991..
 JD0145.WARNING-Repeat measurements at this control monument indicate possible
 JD0145.vertical movement.
 JD0145
 JD0145.The geoid height was determined by GEOID03.
 JD0145
 JD0145.The dynamic height is computed by dividing the NAVD 88
 JD0145.geopotential number by the normal gravity value computed on the
 JD0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0145.degrees latitude (g = 980.6199 gals.).
 JD0145
 JD0145.The modeled gravity was interpolated from observed gravity values.
 JD0145
 JD0145;                    North         East    Units  Estimated Accuracy
 JD0145;SPC MO C     -   300,870.      539,830.      MT  (+/- 180 meters Scaled)
 JD0145
 JD0145                          SUPERSEDED SURVEY CONTROL
 JD0145
 JD0145  NGVD 29 (??/??/92)  209.610  (m)          687.70   (f) ADJ UNCH    1 2
 JD0145
 JD0145.Superseded values are not recommended for survey control.
 JD0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0145.See file dsdata.txt to determine how the superseded data were derived.
 JD0145
 JD0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC833665(NAD 83)
 JD0145_MARKER: DB = BENCH MARK DISK
 JD0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0145_STAMPING: D 37 1934
 JD0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0145+STABILITY: SURFACE MOTION
 JD0145
 JD0145  HISTORY     - Date     Condition        Report By
 JD0145  HISTORY     - 1934     MONUMENTED       CGS
 JD0145  HISTORY     - 1946     GOOD             NGS
 JD0145
 JD0145                          STATION DESCRIPTION
 JD0145
 JD0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0145'1.1 MI SW FROM OSAGE CITY.
 JD0145'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT OSAGE
 JD0145'CITY GO SOUTHWESTERLY 1.1 MILES ALONG COLE COUNTY HIGHWAY J TO
 JD0145'SITE OF MARK, BENCH MARK IS AT THE NORTHWEST CORNER OF A
 JD0145'FARMHOUSE YARD, ABOUT 60 YARDS SOUTHWEST OF THE FARMHOUSE, 103.0
 JD0145'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 JD0145'HIGHWAY, 22.0 FEET WEST OF A LARGE OAK TREE, 2.0 FEET NORTHWEST
 JD0145'OF A FENCE CORNER AND 1.5 FEET NORTHEAST OF A 4 IN X 4 IN MARKER
 JD0145'POST.  A BRONZE DISK STAMPED D 37 1934 AND SET IN THE TOP OF A
 JD0145'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0570 ***********************************************************************
 GF0570  DESIGNATION -  D 4
 GF0570  PID         -  GF0570
 GF0570  STATE/COUNTY-  MO/BARRY
 GF0570  USGS QUAD   -  MONETT (1972)
 GF0570
 GF0570                         *CURRENT SURVEY CONTROL
 GF0570  ___________________________________________________________________
 GF0570* NAD 83(1986)-  36 55 17.     (N)    093 54 53.     (W)     SCALED    
 GF0570* NAVD 88     -       399.375  (meters)    1310.28   (feet)  ADJUSTED  
 GF0570  ___________________________________________________________________
 GF0570  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GF0570  DYNAMIC HT  -         399.038 (meters)    1309.18  (feet)  COMP
 GF0570  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 GF0570
 GF0570  VERT ORDER  -  FIRST     CLASS II
 GF0570
 GF0570.The horizontal coordinates were scaled from a topographic map and have
 GF0570.an estimated accuracy of +/- 6 seconds.
 GF0570
 GF0570.The orthometric height was determined by differential leveling
 GF0570.and adjusted by the National Geodetic Survey in June 1991..
 GF0570
 GF0570.The geoid height was determined by GEOID03.
 GF0570
 GF0570.The dynamic height is computed by dividing the NAVD 88
 GF0570.geopotential number by the normal gravity value computed on the
 GF0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0570.degrees latitude (g = 980.6199 gals.).
 GF0570
 GF0570.The modeled gravity was interpolated from observed gravity values.
 GF0570
 GF0570;                    North         East    Units  Estimated Accuracy
 GF0570;SPC MO W     -    83,910.      902,150.      MT  (+/- 180 meters Scaled)
 GF0570
 GF0570                          SUPERSEDED SURVEY CONTROL
 GF0570
 GF0570  NGVD 29 (??/??/92)  399.210  (m)         1309.74   (f) ADJ UNCH    1 2
 GF0570
 GF0570.Superseded values are not recommended for survey control.
 GF0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0570.See file dsdata.txt to determine how the superseded data were derived.
 GF0570
 GF0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA185865(NAD 83)
 GF0570_MARKER: DB = BENCH MARK DISK
 GF0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0570_STAMPING: 1309.741 D 4 1928
 GF0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0570+STABILITY: SURFACE MOTION
 GF0570
 GF0570  HISTORY     - Date     Condition        Report By
 GF0570  HISTORY     - 1928     MONUMENTED       CGS
 GF0570  HISTORY     - 1934     GOOD             NGS
 GF0570  HISTORY     - 1969     MARK NOT FOUND   USGS
 GF0570  HISTORY     - 19891024 MARK NOT FOUND   NGS
 GF0570
 GF0570                          STATION DESCRIPTION
 GF0570
 GF0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0570'0.5 MI E FROM MONETT.
 GF0570'1/2 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GF0570'MONETT, BARRY COUNTY, 0.1 MILE SOUTHWEST OF THE RAILWAYS ICE
 GF0570'CO. PLANT, BETWEEN THE MAIN-LINE TRACK AND THE SIDING FOR THE
 GF0570'ICE PLANT, 77 FEET WEST OF THE WEST CORNER OF THE RAILROAD SCALE
 GF0570'HOUSE, 61 FEET EAST OF THE SWITCH HEADLOCK ON THE NORTH SIDING,
 GF0570'27-1/2 FEET NORTHEAST OF POLE 281-15, 24 FEET NORTHWEST
 GF0570'OF THE CENTERLINE OF THE NORTHWEST MAIN TRACK, AND IN LINE
 GF0570'WITH THE MAIN ROW OF POLES.  A STANDARD DISK, STAMPED 1309.741
 GF0570'D 4 1928 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GF0570'GROUND.
 GF0570
 GF0570                          STATION RECOVERY (1969)
 GF0570
 GF0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GF0570'SEARCH WAS MADE, POST NOT FOUND. MAYBE DESTROYED AS RR TRACKS AND RR
 GF0570'YARD HAS BEEN CHANGED, TRACKS IN THIS AREA WERE REMOVED.
 GF0570
 GF0570                          STATION RECOVERY (1989)
 GF0570
 GF0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0346 ***********************************************************************
 JD0346  DESIGNATION -  D 4 B 1
 JD0346  PID         -  JD0346
 JD0346  STATE/COUNTY-  MO/MONITEAU
 JD0346  USGS QUAD   -  CLARKSBURG (1985)
 JD0346
 JD0346                         *CURRENT SURVEY CONTROL
 JD0346  ___________________________________________________________________
 JD0346* NAD 83(1986)-  38 38 35.     (N)    092 41 00.     (W)     SCALED    
 JD0346* NAVD 88     -       267.999  (meters)     879.26   (feet)  ADJUSTED  
 JD0346  ___________________________________________________________________
 JD0346  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD0346  DYNAMIC HT  -         267.816 (meters)     878.66  (feet)  COMP
 JD0346  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 JD0346
 JD0346  VERT ORDER  -  FIRST     CLASS II
 JD0346
 JD0346.The horizontal coordinates were scaled from a topographic map and have
 JD0346.an estimated accuracy of +/- 6 seconds.
 JD0346
 JD0346.The orthometric height was determined by differential leveling
 JD0346.and adjusted by the National Geodetic Survey in June 1991..
 JD0346
 JD0346.The geoid height was determined by GEOID03.
 JD0346
 JD0346.The dynamic height is computed by dividing the NAVD 88
 JD0346.geopotential number by the normal gravity value computed on the
 JD0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0346.degrees latitude (g = 980.6199 gals.).
 JD0346
 JD0346.The modeled gravity was interpolated from observed gravity values.
 JD0346
 JD0346;                    North         East    Units  Estimated Accuracy
 JD0346;SPC MO C     -   311,820.      484,040.      MT  (+/- 180 meters Scaled)
 JD0346
 JD0346                          SUPERSEDED SURVEY CONTROL
 JD0346
 JD0346  NGVD 29 (??/??/92)  267.90   (m)          878.9    (f) COMPUTED    1 2
 JD0346
 JD0346.Superseded values are not recommended for survey control.
 JD0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0346.See file dsdata.txt to determine how the superseded data were derived.
 JD0346
 JD0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC275772(NAD 83)
 JD0346_MARKER: DZ = AZIMUTH MARK DISK
 JD0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0346_STAMPING: D 4 B 1
 JD0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0346+STABILITY: SURFACE MOTION
 JD0346
 JD0346  HISTORY     - Date     Condition        Report By
 JD0346  HISTORY     - UNK      MONUMENTED       DOD
 JD0346  HISTORY     - 1963     GOOD             NGS
 JD0346
 JD0346                          STATION DESCRIPTION
 JD0346
 JD0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0346'2.1 MI SW FROM CLARKSBURG.
 JD0346'ABOUT 1.15 MILES SOUTH ALONG COUNTY ROAD M FROM THE RAILROAD
 JD0346'CROSSING AT CLARKSBURG, THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY
 JD0346'50, THENCE 0.15 MILE SOUTH ALONG A NORTH-SOUTH FENCE, ABOUT
 JD0346'0.25 MILE WEST-NORTHWEST OF THE LAUNCHER, ON THE CREST OF A
 JD0346'SLIGHT RIDGE, 16.3 FEET EAST OF THE FENCE, A 1 1/2 X 4 FOOT
 JD0346'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH
 JD0346'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0350 ***********************************************************************
 JD0350  DESIGNATION -  D 4 B 2
 JD0350  PID         -  JD0350
 JD0350  STATE/COUNTY-  MO/MONITEAU
 JD0350  USGS QUAD   -  CLARKSBURG (1985)
 JD0350
 JD0350                         *CURRENT SURVEY CONTROL
 JD0350  ___________________________________________________________________
 JD0350* NAD 83(1986)-  38 38 26.     (N)    092 40 35.     (W)     SCALED    
 JD0350* NAVD 88     -       262.343  (meters)     860.70   (feet)  ADJUSTED  
 JD0350  ___________________________________________________________________
 JD0350  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD0350  DYNAMIC HT  -         262.165 (meters)     860.12  (feet)  COMP
 JD0350  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 JD0350
 JD0350  VERT ORDER  -  FIRST     CLASS II
 JD0350
 JD0350.The horizontal coordinates were scaled from a topographic map and have
 JD0350.an estimated accuracy of +/- 6 seconds.
 JD0350
 JD0350.The orthometric height was determined by differential leveling
 JD0350.and adjusted by the National Geodetic Survey in June 1991..
 JD0350
 JD0350.The geoid height was determined by GEOID03.
 JD0350
 JD0350.The dynamic height is computed by dividing the NAVD 88
 JD0350.geopotential number by the normal gravity value computed on the
 JD0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0350.degrees latitude (g = 980.6199 gals.).
 JD0350
 JD0350.The modeled gravity was interpolated from observed gravity values.
 JD0350
 JD0350;                    North         East    Units  Estimated Accuracy
 JD0350;SPC MO C     -   311,550.      484,640.      MT  (+/- 180 meters Scaled)
 JD0350
 JD0350                          SUPERSEDED SURVEY CONTROL
 JD0350
 JD0350  NGVD 29 (??/??/92)  262.25   (m)          860.4    (f) COMPUTED    1 2
 JD0350
 JD0350.Superseded values are not recommended for survey control.
 JD0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0350.See file dsdata.txt to determine how the superseded data were derived.
 JD0350
 JD0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC281769(NAD 83)
 JD0350_MARKER: DZ = AZIMUTH MARK DISK
 JD0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0350+STABILITY: SURFACE MOTION
 JD0350
 JD0350  HISTORY     - Date     Condition        Report By
 JD0350  HISTORY     - UNK      MONUMENTED       DOD
 JD0350  HISTORY     - 1963     GOOD             NGS
 JD0350
 JD0350                          STATION DESCRIPTION
 JD0350
 JD0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0350'2 MI SW FROM CLARKSBURG.
 JD0350'ABOUT 1.15 MILES SOUTH ALONG COUNTY ROAD M FROM THE RAILROAD
 JD0350'CROSSING AT CLARKSBURG, THENCE 0.5 MILE WEST ALONG U.S. HIGHWAY
 JD0350'50, THENCE 0.3 MILE SOUTH ALONG COUNTY ROAD E, THENCE 0.1 MILE
 JD0350'EAST ACROSS A FIELD, ON THE CREST OF A SLIGHT RIDGE, 0.15 MILE
 JD0350'EAST-SOUTHEAST OF THE LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE
 JD0350'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0347 ***********************************************************************
 JD0347  DESIGNATION -  D 4 Z
 JD0347  PID         -  JD0347
 JD0347  STATE/COUNTY-  MO/MONITEAU
 JD0347  USGS QUAD   -  CLARKSBURG (1985)
 JD0347
 JD0347                         *CURRENT SURVEY CONTROL
 JD0347  ___________________________________________________________________
 JD0347* NAD 83(1986)-  38 38 21.     (N)    092 40 54.     (W)     SCALED    
 JD0347* NAVD 88     -       268.244  (meters)     880.06   (feet)  ADJUSTED  
 JD0347  ___________________________________________________________________
 JD0347  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD0347  DYNAMIC HT  -         268.062 (meters)     879.47  (feet)  COMP
 JD0347  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 JD0347
 JD0347  VERT ORDER  -  FIRST     CLASS II
 JD0347
 JD0347.The horizontal coordinates were scaled from a topographic map and have
 JD0347.an estimated accuracy of +/- 6 seconds.
 JD0347
 JD0347.The orthometric height was determined by differential leveling
 JD0347.and adjusted by the National Geodetic Survey in June 1991..
 JD0347
 JD0347.The geoid height was determined by GEOID03.
 JD0347
 JD0347.The dynamic height is computed by dividing the NAVD 88
 JD0347.geopotential number by the normal gravity value computed on the
 JD0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0347.degrees latitude (g = 980.6199 gals.).
 JD0347
 JD0347.The modeled gravity was interpolated from observed gravity values.
 JD0347
 JD0347;                    North         East    Units  Estimated Accuracy
 JD0347;SPC MO C     -   311,390.      484,180.      MT  (+/- 180 meters Scaled)
 JD0347
 JD0347                          SUPERSEDED SURVEY CONTROL
 JD0347
 JD0347  NGVD 29 (??/??/92)  268.15   (m)          879.8    (f) COMPUTED    1 2
 JD0347
 JD0347.Superseded values are not recommended for survey control.
 JD0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0347.See file dsdata.txt to determine how the superseded data were derived.
 JD0347
 JD0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC277767(NAD 83)
 JD0347_MARKER: DS = TRIANGULATION STATION DISK
 JD0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0347_STAMPING: D 4 Z 1963
 JD0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0347+STABILITY: SURFACE MOTION
 JD0347
 JD0347  HISTORY     - Date     Condition        Report By
 JD0347  HISTORY     - 1963     MONUMENTED       CGS
 JD0347
 JD0347                          STATION DESCRIPTION
 JD0347
 JD0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0347'2.2 MI SW FROM CLARKSBURG.
 JD0347'ABOUT 1.15 MILES SOUTH ALONG COUNTY ROAD M FROM THE RAILROAD
 JD0347'CROSSING AT CLARKSBURG, THENCE 0.5 MILE WEST ALONG U.S. HIGHWAY
 JD0347'50, THENCE 0.3 MILE SOUTH ALONG COUNTY ROAD E, THENCE 0.25 MILE
 JD0347'SOUTHWEST ALONG A TRACK ROAD, NEAR THE CREST OF A SLIGHT RISE,
 JD0347'310.0 FEET NORTH-NORTHWEST OF R.M. 1, 215.0 FEET EAST-NORTHEST
 JD0347'OF R.M. 2, AND SET IN THE TOP OF A CONCRETE POST 18 INCHES
 JD0347'BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0349 ***********************************************************************
 JD0349  DESIGNATION -  D 4 Z RM 1
 JD0349  PID         -  JD0349
 JD0349  STATE/COUNTY-  MO/MONITEAU
 JD0349  USGS QUAD   -  CLARKSBURG (1985)
 JD0349
 JD0349                         *CURRENT SURVEY CONTROL
 JD0349  ___________________________________________________________________
 JD0349* NAD 83(1986)-  38 38 18.     (N)    092 40 54.     (W)     SCALED    
 JD0349* NAVD 88     -       266.305  (meters)     873.70   (feet)  ADJUSTED  
 JD0349  ___________________________________________________________________
 JD0349  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD0349  DYNAMIC HT  -         266.124 (meters)     873.11  (feet)  COMP
 JD0349  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 JD0349
 JD0349  VERT ORDER  -  FIRST     CLASS II
 JD0349
 JD0349.The horizontal coordinates were scaled from a topographic map and have
 JD0349.an estimated accuracy of +/- 6 seconds.
 JD0349
 JD0349.The orthometric height was determined by differential leveling
 JD0349.and adjusted by the National Geodetic Survey in June 1991..
 JD0349
 JD0349.The geoid height was determined by GEOID03.
 JD0349
 JD0349.The dynamic height is computed by dividing the NAVD 88
 JD0349.geopotential number by the normal gravity value computed on the
 JD0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0349.degrees latitude (g = 980.6199 gals.).
 JD0349
 JD0349.The modeled gravity was interpolated from observed gravity values.
 JD0349
 JD0349;                    North         East    Units  Estimated Accuracy
 JD0349;SPC MO C     -   311,300.      484,180.      MT  (+/- 180 meters Scaled)
 JD0349
 JD0349                          SUPERSEDED SURVEY CONTROL
 JD0349
 JD0349  NGVD 29 (??/??/92)  266.21   (m)          873.4    (f) COMPUTED    1 2
 JD0349
 JD0349.Superseded values are not recommended for survey control.
 JD0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0349.See file dsdata.txt to determine how the superseded data were derived.
 JD0349
 JD0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC277766(NAD 83)
 JD0349_MARKER: DR = REFERENCE MARK DISK
 JD0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0349_STAMPING: D 4 Z NO 1 1963
 JD0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0349+STABILITY: SURFACE MOTION
 JD0349
 JD0349  HISTORY     - Date     Condition        Report By
 JD0349  HISTORY     - 1963     MONUMENTED       CGS
 JD0349
 JD0349                          STATION DESCRIPTION
 JD0349
 JD0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0349'2.2 MI SW FROM CLARKSBURG.
 JD0349'ABOUT 1.15 MILES SOUTH ALONG COUNTY ROAD M FROM THE RAILROAD
 JD0349'CROSSING AT CLARKSBURG, THENCE 0.5 MILE WEST ALONG U.S. HIGHWAY
 JD0349'50, THENCE 0.3 MILE SOUTH ALONG COUNTY ROAD E, THENCE 0.25 MILE
 JD0349'SOUTHWEST ALONG A TRACK ROAD, IN AN EAST-WEST FENCE LINE, 295.0
 JD0349'FEET SOUTHEAST OF R.M. 2, 310.0 FEET SOUTH-SOUTHEAST OF THE STATION
 JD0349'MARK, 1.0 FOOT NORTH OF THE FENCE, AND SET IN THE TOP OF A CONCRETE
 JD0349'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0348 ***********************************************************************
 JD0348  DESIGNATION -  D 4 Z RM 2
 JD0348  PID         -  JD0348
 JD0348  STATE/COUNTY-  MO/MONITEAU
 JD0348  USGS QUAD   -  CLARKSBURG (1985)
 JD0348
 JD0348                         *CURRENT SURVEY CONTROL
 JD0348  ___________________________________________________________________
 JD0348* NAD 83(1986)-  38 38 20.     (N)    092 40 57.     (W)     SCALED    
 JD0348* NAVD 88     -       266.033  (meters)     872.81   (feet)  ADJUSTED  
 JD0348  ___________________________________________________________________
 JD0348  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD0348  DYNAMIC HT  -         265.852 (meters)     872.22  (feet)  COMP
 JD0348  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 JD0348
 JD0348  VERT ORDER  -  FIRST     CLASS II
 JD0348
 JD0348.The horizontal coordinates were scaled from a topographic map and have
 JD0348.an estimated accuracy of +/- 6 seconds.
 JD0348
 JD0348.The orthometric height was determined by differential leveling
 JD0348.and adjusted by the National Geodetic Survey in June 1991..
 JD0348
 JD0348.The geoid height was determined by GEOID03.
 JD0348
 JD0348.The dynamic height is computed by dividing the NAVD 88
 JD0348.geopotential number by the normal gravity value computed on the
 JD0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0348.degrees latitude (g = 980.6199 gals.).
 JD0348
 JD0348.The modeled gravity was interpolated from observed gravity values.
 JD0348
 JD0348;                    North         East    Units  Estimated Accuracy
 JD0348;SPC MO C     -   311,360.      484,110.      MT  (+/- 180 meters Scaled)
 JD0348
 JD0348                          SUPERSEDED SURVEY CONTROL
 JD0348
 JD0348  NGVD 29 (??/??/92)  265.94   (m)          872.5    (f) COMPUTED    1 2
 JD0348
 JD0348.Superseded values are not recommended for survey control.
 JD0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0348.See file dsdata.txt to determine how the superseded data were derived.
 JD0348
 JD0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC276767(NAD 83)
 JD0348_MARKER: DR = REFERENCE MARK DISK
 JD0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0348_STAMPING: D 4 Z NO 2 1963
 JD0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0348+STABILITY: SURFACE MOTION
 JD0348
 JD0348  HISTORY     - Date     Condition        Report By
 JD0348  HISTORY     - 1963     MONUMENTED       CGS
 JD0348
 JD0348                          STATION DESCRIPTION
 JD0348
 JD0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0348'2.2 MI SW FROM CLARKSBURG.
 JD0348'ABOUT 1.15 MILES SOUTH ALONG COUNTY ROAD M FROM THE RAILROAD
 JD0348'CROSSING AT CLARKSBURG, THENCE 0.5 MILE WEST ALONG U.S. HIGHWAY
 JD0348'SOUTH ALONG COUNTY ROAD E, THENCE 0.25 MILE SOUTHWEST ALONG
 JD0348'A TRACK ROAD, IN THE NORTH EDGE OF A GROVE OF TREES, 295.0
 JD0348'FEET NORTHWEST OF R.M. 1, 215.0 FEET WEST-SOUTHWEST OF THE
 JD0348'STATION MARK, 3.5 FEET SOUTH OF THE SOUTH EDGE OF THE FIELD,
 JD0348'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0401 ***********************************************************************
 JC0401  DESIGNATION -  D 465
 JC0401  PID         -  JC0401
 JC0401  STATE/COUNTY-  MO/FRANKLIN
 JC0401  USGS QUAD   -  PACIFIC (1974)
 JC0401
 JC0401                         *CURRENT SURVEY CONTROL
 JC0401  ___________________________________________________________________
 JC0401* NAD 83(1997)-  38 28 41.15999(N)    090 44 41.98336(W)     ADJUSTED  
 JC0401* NAVD 88     -       141.663  (meters)     464.77   (feet)  ADJUSTED  
 JC0401  ___________________________________________________________________
 JC0401  X           -     -65,006.977 (meters)                     COMP
 JC0401  Y           -  -4,999,246.466 (meters)                     COMP
 JC0401  Z           -   3,947,195.537 (meters)                     COMP
 JC0401  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 JC0401  ELLIP HEIGHT-         110.85  (meters)          (02/17/00) GPS OBS
 JC0401  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 JC0401  DYNAMIC HT  -         141.572 (meters)     464.47  (feet)  COMP
 JC0401  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JC0401
 JC0401  HORZ ORDER  -  FIRST
 JC0401  VERT ORDER  -  FIRST     CLASS II
 JC0401  ELLP ORDER  -  FOURTH    CLASS I
 JC0401
 JC0401.The horizontal coordinates were established by GPS observations
 JC0401.and adjusted by the National Geodetic Survey in February 2000..
 JC0401
 JC0401.The orthometric height was determined by differential leveling
 JC0401.and adjusted by the National Geodetic Survey in June 1991..
 JC0401
 JC0401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC0401
 JC0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0401
 JC0401.The ellipsoidal height was determined by GPS observations
 JC0401.and is referenced to NAD 83.
 JC0401
 JC0401.The geoid height was determined by GEOID03.
 JC0401
 JC0401.The dynamic height is computed by dividing the NAVD 88
 JC0401.geopotential number by the normal gravity value computed on the
 JC0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0401.degrees latitude (g = 980.6199 gals.).
 JC0401
 JC0401.The modeled gravity was interpolated from observed gravity values.
 JC0401
 JC0401;                    North         East     Units Scale Factor Converg.
 JC0401;SPC MO E     -   293,526.709   228,623.316   MT  0.99993896   -0 09 08.8
 JC0401;UTM  15      - 4,261,272.567   696,702.710   MT  1.00007651   +1 24 12.8
 JC0401
 JC0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0401!SPC MO E     -   0.99998261  x   0.99993896  =   0.99992157
 JC0401!UTM  15      -   0.99998261  x   1.00007651  =   1.00005912
 JC0401
 JC0401                          SUPERSEDED SURVEY CONTROL
 JC0401
 JC0401  NAD 83(1997)-  38 28 41.16347(N)    090 44 41.98389(W) AD(       ) 1
 JC0401  NAD 83(1986)-  38 28 41.17681(N)    090 44 41.98159(W) AD(       ) 1
 JC0401  NAVD 88 (01/22/97)  141.7    (m)          465.     (f) LEVELING    3  
 JC0401  NGVD 29 (??/??/92)  141.739  (m)          465.02   (f) ADJ UNCH    1 2
 JC0401
 JC0401.Superseded values are not recommended for survey control.
 JC0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0401.See file dsdata.txt to determine how the superseded data were derived.
 JC0401
 JC0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9670361273(NAD 83)
 JC0401_MARKER: P = PIPE CAP
 JC0401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0401_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0401_STAMPING: 465
 JC0401_MARK LOGO: USGS  
 JC0401_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0401+STABILITY: SURFACE MOTION
 JC0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0401+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC0401
 JC0401  HISTORY     - Date     Condition        Report By
 JC0401  HISTORY     - UNK      MONUMENTED       USGS
 JC0401  HISTORY     - 1969     GOOD             NGS
 JC0401  HISTORY     - 1971     GOOD             NGS
 JC0401  HISTORY     - 1985     GOOD             USPSQD
 JC0401  HISTORY     - 19950119 GOOD             MODNR
 JC0401
 JC0401                          STATION DESCRIPTION
 JC0401
 JC0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0401'AT PACIFIC.
 JC0401'AT PACIFIC, ABOUT 0.4 MILE SOUTHWEST ALONG THE ST LOUIS-SAN
 JC0401'FRANCISCO RAILROAD FROM THE STATION, AT THE CROSSING OF 4TH
 JC0401'STREET AND PACIFIC STREET, 54 FEET EAST OF THE CENTER LINE OF
 JC0401'4TH STREET, 36.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 JC0401'TRACK, 24 FEET SOUTH OF THE CENTER LINE OF PACIFIC STREET, 57 1/2
 JC0401'FEET NORTHEAST OF A CROSSING SIGN, 4 FEET SOUTHWEST OF A FENCE
 JC0401'CORNER, 3 1/2 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH SIDEWALK
 JC0401'ALONG PACIFIC STREET, ABOUT LEVEL WITH PACIFIC STREET, 1 1/2
 JC0401'FEET BELOW THE LEVEL OF THE TRACK AND IS A CAP ON PIPE 0.2 FOOT
 JC0401'UNDERGROUND.  SEC 12, T 43N, R 2E.  NOTE-- NOT INCLUDED IN THE
 JC0401'RELEVELING OF 1969.
 JC0401
 JC0401                          STATION RECOVERY (1971)
 JC0401
 JC0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JC0401'RECOVERED IN GOOD CONDITION.
 JC0401
 JC0401                          STATION RECOVERY (1985)
 JC0401
 JC0401'RECOVERY NOTE BY US POWER SQUADRON 1985
 JC0401'RECOVERED IN GOOD CONDITION.
 JC0401
 JC0401                          STATION RECOVERY (1995)
 JC0401
 JC0401'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC0401'THE STATION IS A USGS DISK STAMPED D-465 ON A PIPE CAP 0.2 FT (6.1 CM)
 JC0401'BELOW SURFACE.  THE AZIMUTH MARK IS A STANDARD MO DNR GRS
 JC0401'INSTALLATION. THE STATION IS LOCATED IN THE TOWN OF PACIFIC, MO IN THE
 JC0401'SOUTHEAST ANGLE OF THE INTERSECTION OF WEST PACIFIC STREET WITH 4TH
 JC0401'STREET.  IT IS 26 FT (7.9 M) SOUTH OF THE CENTER LINE OF WEST PACIFIC
 JC0401'STREET, 3.5 FT (1.1 M) SOUTH OF THE SIDEWALK, 4.0 FT (1.2 M) SOUTHWEST
 JC0401'OF A LONE CEDAR POST, 57.5 FT (17.5 M) NNE OF THE CENTER OF A RAILROAD
 JC0401'CROSSING SIGNAL, 54 FT (16.5 M) EAST OF THE CENTER LINE OF 4TH STREET,
 JC0401'36.2 FT (11.0 M) SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK AND 46.5
 JC0401'FT (14.2 M) SOUTH OF THE CENTER OF A RAILROAD CROSSING SIGNAL. THE
 JC0401'AZIMUTH MARK IS .25 MI (0.40 KM) EAST AT THE EAST END OF PACIFIC
 JC0401'STREET.  IT IS JUST SOUTH OF THE CENTER LINE AND 1.5 FT (0.5 M) BEYOND
 JC0401'THE EAST END OF PAVEMENT.  IT IS 3.4 FT (1.0 M) NORTHEAST OF A
 JC0401'CARSONITE WITNESS POST, 27.0 FT (8.2 M) NORTHEAST OF A P.K.  NAIL AND
 JC0401'WASHER 12 IN NORTH OF EDGE OF PAVEMENT, AND 13.7 FT (4.2 M) EAST OF
 JC0401'THE CENTER OF A MANHOLE. TO REACH THE STATION FROM THE TRAFFIC LIGHT
 JC0401'INTERSECTION OF THE SOUTH OUTER ROAD WITH THE I-44 UNDERPASS AT EXIT
 JC0401'257 GO EAST ON THE SOUTH OUTER ROAD (OLD U.S.  HWY.  66) FOR 0.8 MI
 JC0401'(1.3 KM) TO THE INTERSECTION WITH 4TH STREET, TURN RIGHT AND GO SOUTH
 JC0401'ON 4TH STREET FOR 0.4 MI (0.6 KM) TO THE SECOND RAILROAD CROSSING AT
 JC0401'WEST PACIFIC STREET AND THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE
 JC0401'OF THE INTERSECTION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 JC0401'STATION, GO EAST ON PACIFIC STREET FOR 0.25 MI (0.40 KM) TO THE END OF
 JC0401'PAVEMENT AND MARK AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0251 ***********************************************************************
 GG0251  DESIGNATION -  D 47
 GG0251  PID         -  GG0251
 GG0251  STATE/COUNTY-  MO/NEWTON
 GG0251  USGS QUAD   -  RACINE (1978)
 GG0251
 GG0251                         *CURRENT SURVEY CONTROL
 GG0251  ___________________________________________________________________
 GG0251* NAD 83(1986)-  36 52 41.     (N)    094 33 05.     (W)     SCALED    
 GG0251* NAVD 88     -       281.204  (meters)     922.58   (feet)  ADJUSTED  
 GG0251  ___________________________________________________________________
 GG0251  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GG0251  DYNAMIC HT  -         280.972 (meters)     921.82  (feet)  COMP
 GG0251  MODELED GRAV-     979,800.4   (mgal)                       NAVD 88
 GG0251
 GG0251  VERT ORDER  -  SECOND    CLASS 0
 GG0251
 GG0251.The horizontal coordinates were scaled from a topographic map and have
 GG0251.an estimated accuracy of +/- 6 seconds.
 GG0251
 GG0251.The orthometric height was determined by differential leveling
 GG0251.and adjusted by the National Geodetic Survey in June 1991..
 GG0251
 GG0251.The geoid height was determined by GEOID03.
 GG0251
 GG0251.The dynamic height is computed by dividing the NAVD 88
 GG0251.geopotential number by the normal gravity value computed on the
 GG0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0251.degrees latitude (g = 980.6199 gals.).
 GG0251
 GG0251.The modeled gravity was interpolated from observed gravity values.
 GG0251
 GG0251;                    North         East    Units  Estimated Accuracy
 GG0251;SPC MO W     -    78,940.      845,420.      MT  (+/- 180 meters Scaled)
 GG0251
 GG0251                          SUPERSEDED SURVEY CONTROL
 GG0251
 GG0251  NGVD 29 (??/??/92)  281.092  (m)          922.22   (f) ADJ UNCH    2 0
 GG0251
 GG0251.Superseded values are not recommended for survey control.
 GG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0251.See file dsdata.txt to determine how the superseded data were derived.
 GG0251
 GG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA617824(NAD 83)
 GG0251_MARKER: DB = BENCH MARK DISK
 GG0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0251_STAMPING: D 47 1934
 GG0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0251+STABILITY: SURFACE MOTION
 GG0251
 GG0251  HISTORY     - Date     Condition        Report By
 GG0251  HISTORY     - 1934     MONUMENTED       CGS
 GG0251  HISTORY     - 20060516 MARK NOT FOUND   MODNR
 GG0251
 GG0251                          STATION DESCRIPTION
 GG0251
 GG0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0251'4.7 MI E FROM SENECA.
 GG0251'4.7 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0251'THE OKLAHOMA-MISSOURI STATE LINE MARKER AT SENECA, NEWTON
 GG0251'COUNTY, 200 FEET EAST OF THE STATION AT WELA PARK, 10 POLES
 GG0251'WEST OF MILEPOST 321, AT A TOURIST PARK, 35 FEET SOUTH OF THE
 GG0251'TRACK, AND IN THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK,
 GG0251'STAMPED D 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0251
 GG0251                          STATION RECOVERY (2006)
 GG0251
 GG0251'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MOD)
 GG0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0420 ***********************************************************************
 LF0420  DESIGNATION -  D 48
 LF0420  PID         -  LF0420
 LF0420  STATE/COUNTY-  MO/HOLT
 LF0420  USGS QUAD   -  BIG LAKE (1981)
 LF0420
 LF0420                         *CURRENT SURVEY CONTROL
 LF0420  ___________________________________________________________________
 LF0420* NAD 83(1986)-  40 03 07.     (N)    095 17 00.     (W)     SCALED    
 LF0420* NAVD 88     -       260.573  (meters)     854.90   (feet)  ADJUSTED  
 LF0420  ___________________________________________________________________
 LF0420  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 LF0420  DYNAMIC HT  -         260.430 (meters)     854.43  (feet)  COMP
 LF0420  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 LF0420
 LF0420  VERT ORDER  -  FIRST     CLASS II
 LF0420
 LF0420.The horizontal coordinates were scaled from a topographic map and have
 LF0420.an estimated accuracy of +/- 6 seconds.
 LF0420
 LF0420.The orthometric height was determined by differential leveling
 LF0420.and adjusted by the National Geodetic Survey in June 1991..
 LF0420.WARNING-Repeat measurements at this control monument indicate possible
 LF0420.vertical movement.
 LF0420
 LF0420.The geoid height was determined by GEOID03.
 LF0420
 LF0420.The dynamic height is computed by dividing the NAVD 88
 LF0420.geopotential number by the normal gravity value computed on the
 LF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0420.degrees latitude (g = 980.6199 gals.).
 LF0420
 LF0420.The modeled gravity was interpolated from observed gravity values.
 LF0420
 LF0420;                    North         East    Units  Estimated Accuracy
 LF0420;SPC MO W     -   431,530.      783,160.      MT  (+/- 180 meters Scaled)
 LF0420
 LF0420                          SUPERSEDED SURVEY CONTROL
 LF0420
 LF0420  NGVD 29 (??/??/92)  260.640  (m)          855.12   (f) ADJ UNCH    1 2
 LF0420
 LF0420.Superseded values are not recommended for survey control.
 LF0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0420.See file dsdata.txt to determine how the superseded data were derived.
 LF0420
 LF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE052360(NAD 83)
 LF0420_MARKER: DB = BENCH MARK DISK
 LF0420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF0420_SP_SET: ABUTMENT
 LF0420_STAMPING: D 48 1934
 LF0420_MARK LOGO: CGS   
 LF0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0420+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1989
 LF0420
 LF0420  HISTORY     - Date     Condition        Report By
 LF0420  HISTORY     - 1934     MONUMENTED       CGS
 LF0420  HISTORY     - 1959     GOOD             NGS
 LF0420  HISTORY     - 19890814 GOOD             NGS
 LF0420
 LF0420                          STATION DESCRIPTION
 LF0420
 LF0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LF0420'1.8 MI E FROM FORTESCUE.
 LF0420'1.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0420'FROM THE STATION AT FORTESCUE, HOLT COUNTY, AT A ROAD CROSSING,
 LF0420'50 FEET WEST OF THE CENTERLINE OF THE ROAD, AT THE SOUTHEAST
 LF0420'CORNER OF RAILROAD BRIDGE 1.53, AND IN THE TOP OF THE CONCRETE
 LF0420'ABUTMENT.  A STANDARD DISK, STAMPED D 48 1934.
 LF0420
 LF0420                          STATION RECOVERY (1989)
 LF0420
 LF0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0468 ***********************************************************************
 HC0468  DESIGNATION -  D 49
 HC0468  PID         -  HC0468
 HC0468  STATE/COUNTY-  MO/CRAWFORD
 HC0468  USGS QUAD   -  STEELVILLE (1985)
 HC0468
 HC0468                         *CURRENT SURVEY CONTROL
 HC0468  ___________________________________________________________________
 HC0468* NAD 83(1986)-  37 59 53.     (N)    091 21 32.     (W)     SCALED    
 HC0468* NAVD 88     -       215.622  (meters)     707.42   (feet)  ADJUSTED  
 HC0468  ___________________________________________________________________
 HC0468  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HC0468  DYNAMIC HT  -         215.466 (meters)     706.91  (feet)  COMP
 HC0468  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 HC0468
 HC0468  VERT ORDER  -  SECOND    CLASS 0
 HC0468
 HC0468.The horizontal coordinates were scaled from a topographic map and have
 HC0468.an estimated accuracy of +/- 6 seconds.
 HC0468
 HC0468.The orthometric height was determined by differential leveling
 HC0468.and adjusted by the National Geodetic Survey in June 1991..
 HC0468
 HC0468.The geoid height was determined by GEOID03.
 HC0468
 HC0468.The dynamic height is computed by dividing the NAVD 88
 HC0468.geopotential number by the normal gravity value computed on the
 HC0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0468.degrees latitude (g = 980.6199 gals.).
 HC0468
 HC0468.The modeled gravity was interpolated from observed gravity values.
 HC0468
 HC0468;                    North         East    Units  Estimated Accuracy
 HC0468;SPC MO E     -   240,570.      174,560.      MT  (+/- 180 meters Scaled)
 HC0468
 HC0468                          SUPERSEDED SURVEY CONTROL
 HC0468
 HC0468  NGVD 29 (??/??/92)  215.621  (m)          707.42   (f) ADJ UNCH    2 0
 HC0468
 HC0468.Superseded values are not recommended for survey control.
 HC0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0468.See file dsdata.txt to determine how the superseded data were derived.
 HC0468
 HC0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC440068(NAD 83)
 HC0468_MARKER: DB = BENCH MARK DISK
 HC0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0468_SP_SET: BRIDGE
 HC0468_STAMPING: D 49 1934
 HC0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0468
 HC0468  HISTORY     - Date     Condition        Report By
 HC0468  HISTORY     - 1934     MONUMENTED       CGS
 HC0468
 HC0468                          STATION DESCRIPTION
 HC0468
 HC0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0468'3 MI N FROM STEELVILLE.
 HC0468'3.0 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HC0468'THE STATION AT STEELVILLE, CRAWFORD COUNTY, 180 FEET NORTHWEST
 HC0468'OF THE STATION SIGNBOARD AT BIRDS NEST, 204 FEET NORTHWEST OF THE
 HC0468'CENTERLINE OF AN IMPROVED CROSS ROAD, AT BRIDGE 92.2 OVER MERAMEC
 HC0468'RIVER, IN THE TOP OF THE SOUTHEAST ABUTMENT, AND 11 FEET NORTHEAST
 HC0468'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0646 ***********************************************************************
 HD0646  DESIGNATION -  D 5
 HD0646  PID         -  HD0646
 HD0646  STATE/COUNTY-  MO/GREENE
 HD0646  USGS QUAD   -  REPUBLIC (1975)
 HD0646
 HD0646                         *CURRENT SURVEY CONTROL
 HD0646  ___________________________________________________________________
 HD0646* NAD 83(1986)-  37 07 18.     (N)    093 28 40.     (W)     SCALED    
 HD0646* NAVD 88     -       403.996  (meters)    1325.44   (feet)  POSTED    
 HD0646  ___________________________________________________________________
 HD0646  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HD0646  DYNAMIC HT  -         403.670 (meters)    1324.37  (feet)  COMP
 HD0646  MODELED GRAV-     979,801.4   (mgal)                       NAVD 88
 HD0646
 HD0646  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HD0646
 HD0646.The horizontal coordinates were scaled from a topographic map and have
 HD0646.an estimated accuracy of +/- 6 seconds.
 HD0646
 HD0646.The orthometric height was determined by differential leveling
 HD0646.and adjusted by the National Geodetic Survey in 1992..
 HD0646.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HD0646.rate of 3.1 thru 4.0 mm/km.
 HD0646
 HD0646.The geoid height was determined by GEOID03.
 HD0646
 HD0646.The dynamic height is computed by dividing the NAVD 88
 HD0646.geopotential number by the normal gravity value computed on the
 HD0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0646.degrees latitude (g = 980.6199 gals.).
 HD0646
 HD0646.The modeled gravity was interpolated from observed gravity values.
 HD0646
 HD0646;                    North         East    Units  Estimated Accuracy
 HD0646;SPC MO C     -   143,400.      413,110.      MT  (+/- 180 meters Scaled)
 HD0646
 HD0646                          SUPERSEDED SURVEY CONTROL
 HD0646
 HD0646  NGVD 29 (??/??/92)  403.843  (m)         1324.94   (f) ADJ UNCH    1 2
 HD0646
 HD0646.Superseded values are not recommended for survey control.
 HD0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0646.See file dsdata.txt to determine how the superseded data were derived.
 HD0646
 HD0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB575084(NAD 83)
 HD0646_MARKER: DB = BENCH MARK DISK
 HD0646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0646_SP_SET: BUILDING
 HD0646_STAMPING: D 5 1928
 HD0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0646
 HD0646  HISTORY     - Date     Condition        Report By
 HD0646  HISTORY     - 1928     MONUMENTED       CGS
 HD0646  HISTORY     - 1969     GOOD             NGS
 HD0646
 HD0646                          STATION DESCRIPTION
 HD0646
 HD0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 HD0646'AT REPUBLIC.
 HD0646'AT REPUBLIC, AT THE JUNIOR HIGH SCHOOL, INSIDE AND ON THE WEST
 HD0646'WALL OF THE KITCHEN, 7.5 FEET NORTH OF THE SOUTHWEST CORNER OF
 HD0646'BUILDING, 7.5 FEET ABOVE THE CONCRETE FLOOR, AND SET VERTICALLY IN
 HD0646'THE WALL.  NOTE-- THE MARK WOULD BE DIFFICULT TO USE BUT THE
 HD0646'MARK IS STILL IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0273 ***********************************************************************
 JD0273  DESIGNATION -  D 5 B 1
 JD0273  PID         -  JD0273
 JD0273  STATE/COUNTY-  MO/MORGAN
 JD0273  USGS QUAD   -  BARNETT (1960)
 JD0273
 JD0273                         *CURRENT SURVEY CONTROL
 JD0273  ___________________________________________________________________
 JD0273* NAD 83(1986)-  38 27 17.     (N)    092 43 04.     (W)     SCALED    
 JD0273* NAVD 88     -       283.363  (meters)     929.67   (feet)  ADJUSTED  
 JD0273  ___________________________________________________________________
 JD0273  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JD0273  DYNAMIC HT  -         283.163 (meters)     929.01  (feet)  COMP
 JD0273  MODELED GRAV-     979,918.5   (mgal)                       NAVD 88
 JD0273
 JD0273  VERT ORDER  -  SECOND    CLASS 0
 JD0273
 JD0273.The horizontal coordinates were scaled from a topographic map and have
 JD0273.an estimated accuracy of +/- 6 seconds.
 JD0273
 JD0273.The orthometric height was determined by differential leveling
 JD0273.and adjusted by the National Geodetic Survey in June 1991..
 JD0273
 JD0273.The geoid height was determined by GEOID03.
 JD0273
 JD0273.The dynamic height is computed by dividing the NAVD 88
 JD0273.geopotential number by the normal gravity value computed on the
 JD0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0273.degrees latitude (g = 980.6199 gals.).
 JD0273
 JD0273.The modeled gravity was interpolated from observed gravity values.
 JD0273
 JD0273;                    North         East    Units  Estimated Accuracy
 JD0273;SPC MO C     -   290,930.      480,990.      MT  (+/- 180 meters Scaled)
 JD0273
 JD0273                          SUPERSEDED SURVEY CONTROL
 JD0273
 JD0273  NGVD 29 (??/??/92)  283.26   (m)          929.3    (f) COMPUTED    2 0
 JD0273
 JD0273.Superseded values are not recommended for survey control.
 JD0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0273.See file dsdata.txt to determine how the superseded data were derived.
 JD0273
 JD0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC246563(NAD 83)
 JD0273_MARKER: DZ = AZIMUTH MARK DISK
 JD0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0273_STAMPING: D5 B1
 JD0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0273+STABILITY: SURFACE MOTION
 JD0273
 JD0273  HISTORY     - Date     Condition        Report By
 JD0273  HISTORY     - UNK      MONUMENTED       DOD
 JD0273  HISTORY     - 1963     GOOD             NGS
 JD0273
 JD0273                          STATION DESCRIPTION
 JD0273
 JD0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0273'7.8 MI E FROM VERSAILLES.
 JD0273'ABOUT 2.45 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0273'RAILROAD FROM THE STATION AT VERSAILLES, THENCE 2.7 MILES EAST
 JD0273'ALONG STATE ROAD E, THENCE 2.35 MILES EAST ALONG STATE ROAD
 JD0273'EE TO A GRAVELED ROAD LEADING SOUTH, THENCE 0.25 MILE NORTH
 JD0273'ALONG THE EAST SIDE OF A ROW OF TREES THENCE 300 YARDS ACROSS
 JD0273'COUNTRY, IN SECTION 29, T 43 N, R 16 W, AND THE TOP SURFACE
 JD0273'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 JD0273'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0274 ***********************************************************************
 JD0274  DESIGNATION -  D 5 B 2
 JD0274  PID         -  JD0274
 JD0274  STATE/COUNTY-  MO/MORGAN
 JD0274  USGS QUAD   -  BARNETT (1960)
 JD0274
 JD0274                         *CURRENT SURVEY CONTROL
 JD0274  ___________________________________________________________________
 JD0274* NAD 83(1986)-  38 27 25.     (N)    092 42 53.     (W)     SCALED    
 JD0274* NAVD 88     -       290.127  (meters)     951.86   (feet)  ADJUSTED  
 JD0274  ___________________________________________________________________
 JD0274  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JD0274  DYNAMIC HT  -         289.924 (meters)     951.19  (feet)  COMP
 JD0274  MODELED GRAV-     979,919.0   (mgal)                       NAVD 88
 JD0274
 JD0274  VERT ORDER  -  SECOND    CLASS 0
 JD0274
 JD0274.The horizontal coordinates were scaled from a topographic map and have
 JD0274.an estimated accuracy of +/- 6 seconds.
 JD0274
 JD0274.The orthometric height was determined by differential leveling
 JD0274.and adjusted by the National Geodetic Survey in June 1991..
 JD0274
 JD0274.The geoid height was determined by GEOID03.
 JD0274
 JD0274.The dynamic height is computed by dividing the NAVD 88
 JD0274.geopotential number by the normal gravity value computed on the
 JD0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0274.degrees latitude (g = 980.6199 gals.).
 JD0274
 JD0274.The modeled gravity was interpolated from observed gravity values.
 JD0274
 JD0274;                    North         East    Units  Estimated Accuracy
 JD0274;SPC MO C     -   291,170.      481,260.      MT  (+/- 180 meters Scaled)
 JD0274
 JD0274                          SUPERSEDED SURVEY CONTROL
 JD0274
 JD0274  NGVD 29 (??/??/92)  290.02   (m)          951.5    (f) COMPUTED    2 0
 JD0274
 JD0274.Superseded values are not recommended for survey control.
 JD0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0274.See file dsdata.txt to determine how the superseded data were derived.
 JD0274
 JD0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC248565(NAD 83)
 JD0274_MARKER: DZ = AZIMUTH MARK DISK
 JD0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0274_STAMPING: D5 B2
 JD0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0274+STABILITY: SURFACE MOTION
 JD0274
 JD0274  HISTORY     - Date     Condition        Report By
 JD0274  HISTORY     - UNK      MONUMENTED       DOD
 JD0274  HISTORY     - 1963     GOOD             NGS
 JD0274
 JD0274                          STATION DESCRIPTION
 JD0274
 JD0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0274'8 MI E FROM VERSAILLES.
 JD0274'ABOUT 2.45 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0274'RAILROAD FROM THE STATION AT VERSAILLES, THENCE 2.7 MILES EAST
 JD0274'ALONG STATE ROAD E, THENCE 2.35 MILES EAST ALONG STATE ROAD
 JD0274'EE, THENCE 0.25 MILE NORTH ALONG THE EAST SIDE OF A ROW OF TREES,
 JD0274'THENCE 0.3 MILE NORTHEAST ACROSS COUNTRY, IN SECTION 29, T 43 N,
 JD0274'R 16 W, ABOUT 50 FEET SOUTH OF A ROW OF TREES, AND THE TOP
 JD0274'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 JD0274'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 JD0274'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0648 ***********************************************************************
 HD0648  DESIGNATION -  D 5 RESET
 HD0648  PID         -  HD0648
 HD0648  STATE/COUNTY-  MO/GREENE
 HD0648  USGS QUAD   -  REPUBLIC (1975)
 HD0648
 HD0648                         *CURRENT SURVEY CONTROL
 HD0648  ___________________________________________________________________
 HD0648* NAD 83(1986)-  37 07 20.     (N)    093 28 37.     (W)     SCALED    
 HD0648* NAVD 88     -       403.474  (meters)    1323.73   (feet)  ADJUSTED  
 HD0648  ___________________________________________________________________
 HD0648  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HD0648  DYNAMIC HT  -         403.145 (meters)    1322.65  (feet)  COMP
 HD0648  MODELED GRAV-     979,801.6   (mgal)                       NAVD 88
 HD0648
 HD0648  VERT ORDER  -  FIRST     CLASS II
 HD0648
 HD0648.The horizontal coordinates were scaled from a topographic map and have
 HD0648.an estimated accuracy of +/- 6 seconds.
 HD0648
 HD0648.The orthometric height was determined by differential leveling
 HD0648.and adjusted by the National Geodetic Survey in June 1991..
 HD0648
 HD0648.The geoid height was determined by GEOID03.
 HD0648
 HD0648.The dynamic height is computed by dividing the NAVD 88
 HD0648.geopotential number by the normal gravity value computed on the
 HD0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0648.degrees latitude (g = 980.6199 gals.).
 HD0648
 HD0648.The modeled gravity was interpolated from observed gravity values.
 HD0648
 HD0648;                    North         East    Units  Estimated Accuracy
 HD0648;SPC MO C     -   143,460.      413,190.      MT  (+/- 180 meters Scaled)
 HD0648
 HD0648                          SUPERSEDED SURVEY CONTROL
 HD0648
 HD0648  NGVD 29 (10/05/93)  403.317  (m)         1323.22   (f) ADJUSTED    1 2
 HD0648
 HD0648.Superseded values are not recommended for survey control.
 HD0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0648.See file dsdata.txt to determine how the superseded data were derived.
 HD0648
 HD0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB576085(NAD 83)
 HD0648_MARKER: DB = BENCH MARK DISK
 HD0648_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HD0648+WITH SETTING: PAVEMENT
 HD0648_SP_SET: STEP
 HD0648_STAMPING: D 5 RESET 1969
 HD0648_MARK LOGO: CGS   
 HD0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0648+STABILITY: SURFACE MOTION
 HD0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0648+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1989
 HD0648
 HD0648  HISTORY     - Date     Condition        Report By
 HD0648  HISTORY     - 1969     MONUMENTED       CGS
 HD0648  HISTORY     - 19891012 GOOD             NGS
 HD0648
 HD0648                          STATION DESCRIPTION
 HD0648
 HD0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HD0648'AT REPUBLIC.
 HD0648'AT REPUBLIC, NEAR THE NORTHEAST CORNER OF THE JUNIOR HIGH SCHOOL
 HD0648'BUILDING, CEMENTED IN A DRILL HOLE IN A CONCRETE STOOP AT THE
 HD0648'NORTHEAST CORNER OF THE MOST EASTERLY BUILDING, 3.48 FEET SOUTH
 HD0648'OF THE NORTH EDGE OF THE CONCRETE STOOP, AND 2.5 FEET ABOVE THE
 HD0648'SIDEWALK.
 HD0648
 HD0648                          STATION RECOVERY (1989)
 HD0648
 HD0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0648'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 HD0648'REPUBLIC, AT 234 EAST ANDERSON STREET, IN THE NORTHEAST CORNER OF A
 HD0648'CONCRETE STEP AT THE NORTHEAST CORNER OF THE ELEMENTARY 2 SCHOOL AT
 HD0648'234 EAST ANDERSON STREET, 31.3 M (102.7 FT) SOUTH OF THE CENTER OF
 HD0648'THE STREET, 3.0 M (9.8 FT) NORTH OF THE CENTER OF THE ENTRANCE TO THE
 HD0648'BUILDING, 1.1 M (3.6 FT) SOUTH OF THE NORTH EDGE OF THE TOP STEP, 1.0
 HD0648'M (3.3 FT) ABOVE THE LEVEL OF THE STREET, AND 0.1 M (0.3 FT) WEST OF
 HD0648'THE EAST EDGE OF THE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8712 ***********************************************************************
 DF8712  DESIGNATION -  D 5 RESET
 DF8712  PID         -  DF8712
 DF8712  STATE/COUNTY-  MO/GREENE
 DF8712  USGS QUAD   -  REPUBLIC (1975)
 DF8712
 DF8712                         *CURRENT SURVEY CONTROL
 DF8712  ___________________________________________________________________
 DF8712* NAD 83(1986)-  37 07 20.     (N)    093 28 37.     (W)     SCALED    
 DF8712* NAVD 88     -       400.65   (meters)    1314.5    (feet)  RESET     
 DF8712  ___________________________________________________________________
 DF8712  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DF8712
 DF8712  VERT ORDER  -  THIRD
 DF8712
 DF8712.The horizontal coordinates were scaled from a topographic map and have
 DF8712.an estimated accuracy of +/- 6 seconds.
 DF8712
 DF8712.The orthometric height was computed from unverified reset data.
 DF8712.No vertical observational check was made to the station.
 DF8712
 DF8712.The geoid height was determined by GEOID03.
 DF8712
 DF8712;                    North         East    Units  Estimated Accuracy
 DF8712;SPC MO C     -   143,460.      413,190.      MT  (+/- 180 meters Scaled)
 DF8712
 DF8712                          SUPERSEDED SURVEY CONTROL
 DF8712
 DF8712.No superseded survey control is available for this station.
 DF8712
 DF8712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB576085(NAD 83)
 DF8712_MARKER: DV = VERTICAL CONTROL DISK
 DF8712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8712_STAMPING: D 5 RESET 2001
 DF8712_MARK LOGO: NGS   
 DF8712_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8712+STABILITY: SURFACE MOTION
 DF8712
 DF8712  HISTORY     - Date     Condition        Report By
 DF8712  HISTORY     - 2001     MONUMENTED       MODNR
 DF8712
 DF8712                          STATION DESCRIPTION
 DF8712
 DF8712'DESCRIBED BY MO DEPT OF NAT RES 2001
 DF8712'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 60 AND MAIN
 DF8712'STREET IN REPUBLIC, GO NORTH ON MAIN STREET ABOUT 0.6 MILES (1.0 KM)
 DF8712'TO THE INTERSECTION OF MAIN STREET AND ANDERSON STREET, GO EAST ON
 DF8712'ANDERSON STREET ABOUT 0.2 MILES (0.3 KM) TO THE SCHOOL BUILDING AND
 DF8712'THE BENCHMARK AS DESCRIBED.  THE BENCHMARK IS LOCATED AT THE SOUTHEAST
 DF8712'CORNER OF THE REPUBLIC ELEMENTARY ONE SCHOOL BUILDING IN THE TOWN OF
 DF8712'REPUBLIC.  IT IS ABOUT 250.0 FEET (76.2 M) WEST OF THE INTERSECTION OF
 DF8712'HAMPTON AVENUE, AND ANDERSON STREET, 24.9 FEET (7.6 M) SOUTHWEST OF A
 DF8712'WINGWALL AT THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 33.7 FEET
 DF8712'(10.3 M) WEST OF THE CENTER OF A DRIVE INTO THE SCHOOL GROUNDS, 16.8
 DF8712'FEET (5.1 M) NORTHWEST OF AN ANGLE IN THE SIDEWALK, SET IN A 12 INCH
 DF8712'BY 30 INCH CONCRETE MONUMENT FLUSH FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0271 ***********************************************************************
 JD0271  DESIGNATION -  D 5 Z
 JD0271  PID         -  JD0271
 JD0271  STATE/COUNTY-  MO/MORGAN
 JD0271  USGS QUAD   -  BARNETT (1960)
 JD0271
 JD0271                         *CURRENT SURVEY CONTROL
 JD0271  ___________________________________________________________________
 JD0271* NAD 83(1986)-  38 26 59.     (N)    092 43 07.     (W)     SCALED    
 JD0271* NAVD 88     -       294.393  (meters)     965.85   (feet)  ADJUSTED  
 JD0271  ___________________________________________________________________
 JD0271  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD0271  DYNAMIC HT  -         294.186 (meters)     965.18  (feet)  COMP
 JD0271  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 JD0271
 JD0271  VERT ORDER  -  SECOND    CLASS 0
 JD0271
 JD0271.The horizontal coordinates were scaled from a topographic map and have
 JD0271.an estimated accuracy of +/- 6 seconds.
 JD0271
 JD0271.The orthometric height was determined by differential leveling
 JD0271.and adjusted by the National Geodetic Survey in June 1991..
 JD0271
 JD0271.The geoid height was determined by GEOID03.
 JD0271
 JD0271.The dynamic height is computed by dividing the NAVD 88
 JD0271.geopotential number by the normal gravity value computed on the
 JD0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0271.degrees latitude (g = 980.6199 gals.).
 JD0271
 JD0271.The modeled gravity was interpolated from observed gravity values.
 JD0271
 JD0271;                    North         East    Units  Estimated Accuracy
 JD0271;SPC MO C     -   290,370.      480,920.      MT  (+/- 180 meters Scaled)
 JD0271
 JD0271                          SUPERSEDED SURVEY CONTROL
 JD0271
 JD0271  NGVD 29 (??/??/92)  294.29   (m)          965.5    (f) COMPUTED    2 0
 JD0271
 JD0271.Superseded values are not recommended for survey control.
 JD0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0271.See file dsdata.txt to determine how the superseded data were derived.
 JD0271
 JD0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC245557(NAD 83)
 JD0271_MARKER: DS = TRIANGULATION STATION DISK
 JD0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0271_STAMPING: D 5 Z 1963
 JD0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0271+STABILITY: SURFACE MOTION
 JD0271
 JD0271  HISTORY     - Date     Condition        Report By
 JD0271  HISTORY     - 1963     MONUMENTED       CGS
 JD0271
 JD0271                          STATION DESCRIPTION
 JD0271
 JD0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0271'7.5 MI E FROM VERSAILLES.
 JD0271'ABOUT 2.45 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0271'RAILROAD FROM THE STATION AT VERSAILLES, THENCE 2.7 MILES EAST
 JD0271'ALONG STATE ROAD E, THENCE 2.35 MILES EAST ALONG STATE ROAD EE,
 JD0271'IN SECTION 29, T 43 N, R 16 W, 114 FEET SOUTH OF THE CENTER LINE
 JD0271'OF THE ROAD, 24 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD
 JD0271'LEADING EAST, 46.0 FEET SOUTH OF D 5 Z R.M. 1, 43.8 FEET EAST
 JD0271'OF AND ACROSS THE GRAVELED ROAD FROM D 5 Z R.M. 2, 4 1/2 FEET
 JD0271'EAST OF A FENCE, 4.8 FEET EAST OF A METAL WITNESS POST, AND
 JD0271'SET IN THE TOP OF A CONCRETE POST 14-INCHES BELOW THE SURFACE
 JD0271'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0270 ***********************************************************************
 JD0270  DESIGNATION -  D 5 Z RM 1
 JD0270  PID         -  JD0270
 JD0270  STATE/COUNTY-  MO/MORGAN
 JD0270  USGS QUAD   -  BARNETT (1960)
 JD0270
 JD0270                         *CURRENT SURVEY CONTROL
 JD0270  ___________________________________________________________________
 JD0270* NAD 83(1986)-  38 27 00.     (N)    092 43 06.     (W)     SCALED    
 JD0270* NAVD 88     -       294.654  (meters)     966.71   (feet)  ADJUSTED  
 JD0270  ___________________________________________________________________
 JD0270  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD0270  DYNAMIC HT  -         294.447 (meters)     966.03  (feet)  COMP
 JD0270  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 JD0270
 JD0270  VERT ORDER  -  SECOND    CLASS 0
 JD0270
 JD0270.The horizontal coordinates were scaled from a topographic map and have
 JD0270.an estimated accuracy of +/- 6 seconds.
 JD0270
 JD0270.The orthometric height was determined by differential leveling
 JD0270.and adjusted by the National Geodetic Survey in June 1991..
 JD0270
 JD0270.The geoid height was determined by GEOID03.
 JD0270
 JD0270.The dynamic height is computed by dividing the NAVD 88
 JD0270.geopotential number by the normal gravity value computed on the
 JD0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0270.degrees latitude (g = 980.6199 gals.).
 JD0270
 JD0270.The modeled gravity was interpolated from observed gravity values.
 JD0270
 JD0270;                    North         East    Units  Estimated Accuracy
 JD0270;SPC MO C     -   290,400.      480,940.      MT  (+/- 180 meters Scaled)
 JD0270
 JD0270                          SUPERSEDED SURVEY CONTROL
 JD0270
 JD0270  NGVD 29 (??/??/92)  294.55   (m)          966.4    (f) COMPUTED    2 0
 JD0270
 JD0270.Superseded values are not recommended for survey control.
 JD0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0270.See file dsdata.txt to determine how the superseded data were derived.
 JD0270
 JD0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC245557(NAD 83)
 JD0270_MARKER: DR = REFERENCE MARK DISK
 JD0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0270_STAMPING: D 5 Z NO 1 1963
 JD0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0270+STABILITY: SURFACE MOTION
 JD0270
 JD0270  HISTORY     - Date     Condition        Report By
 JD0270  HISTORY     - 1963     MONUMENTED       CGS
 JD0270
 JD0270                          STATION DESCRIPTION
 JD0270
 JD0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0270'7.5 MI E FROM VERSAILLES.
 JD0270'ABOUT 2.45 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0270'RAILROAD FROM THE STATION AT VERSAILLES, THENCE 2.7 MILES EAST
 JD0270'ALONG STATE ROAD E, THENCE 2.35 MILES EAST ALONG STATE ROAD EE,
 JD0270'IN SECTION 29, T 43 N, R 16 W, 68 FEET SOUTH OF THE CENTER LINE
 JD0270'OF STATE ROAD EE, 21 FEET EAST OF THE CENTER LINE OF A GRAVELED
 JD0270'ROAD, 32 FEET SOUTH OF A POWER POLE, 46 FEET NORTH OF D 5 Z 1963,
 JD0270'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0272 ***********************************************************************
 JD0272  DESIGNATION -  D 5 Z RM 2
 JD0272  PID         -  JD0272
 JD0272  STATE/COUNTY-  MO/MORGAN
 JD0272  USGS QUAD   -  BARNETT (1960)
 JD0272
 JD0272                         *CURRENT SURVEY CONTROL
 JD0272  ___________________________________________________________________
 JD0272* NAD 83(1986)-  38 26 59.     (N)    092 43 09.     (W)     SCALED    
 JD0272* NAVD 88     -       294.491  (meters)     966.18   (feet)  ADJUSTED  
 JD0272  ___________________________________________________________________
 JD0272  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD0272  DYNAMIC HT  -         294.284 (meters)     965.50  (feet)  COMP
 JD0272  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 JD0272
 JD0272  VERT ORDER  -  SECOND    CLASS 0
 JD0272
 JD0272.The horizontal coordinates were scaled from a topographic map and have
 JD0272.an estimated accuracy of +/- 6 seconds.
 JD0272
 JD0272.The orthometric height was determined by differential leveling
 JD0272.and adjusted by the National Geodetic Survey in June 1991..
 JD0272
 JD0272.The geoid height was determined by GEOID03.
 JD0272
 JD0272.The dynamic height is computed by dividing the NAVD 88
 JD0272.geopotential number by the normal gravity value computed on the
 JD0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0272.degrees latitude (g = 980.6199 gals.).
 JD0272
 JD0272.The modeled gravity was interpolated from observed gravity values.
 JD0272
 JD0272;                    North         East    Units  Estimated Accuracy
 JD0272;SPC MO C     -   290,370.      480,870.      MT  (+/- 180 meters Scaled)
 JD0272
 JD0272                          SUPERSEDED SURVEY CONTROL
 JD0272
 JD0272  NGVD 29 (??/??/92)  294.39   (m)          965.8    (f) COMPUTED    2 0
 JD0272
 JD0272.Superseded values are not recommended for survey control.
 JD0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0272.See file dsdata.txt to determine how the superseded data were derived.
 JD0272
 JD0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC245557(NAD 83)
 JD0272_MARKER: DR = REFERENCE MARK DISK
 JD0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0272_STAMPING: D 5 Z NO 2 1963
 JD0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0272+STABILITY: SURFACE MOTION
 JD0272
 JD0272  HISTORY     - Date     Condition        Report By
 JD0272  HISTORY     - 1963     MONUMENTED       CGS
 JD0272
 JD0272                          STATION DESCRIPTION
 JD0272
 JD0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0272'7.5 MI E FROM VERSAILLES.
 JD0272'ABOUT 2.45 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0272'RAILROAD FROM THE STATION AT VERSAILLES, THENCE 2.7 MILES EAST
 JD0272'ALONG STATE ROAD E, THENCE 2.35 MILES EAST ALONG STATE ROAD
 JD0272'EE, IN SECTION 29, T 43 N, R 16 W, 118 FEET SOUTH OF THE CENTER
 JD0272'LINE OF THE ROAD, 18 FEET WEST OF THE CENTER LINE OF A GRAVELED
 JD0272'ROAD, 43.8 FEET WEST OF AND ACROSS THE ROAD FROM D 5 Z 1963, 1.0
 JD0272'FOOT EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 JD0272'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0692 ***********************************************************************
 HC0692  DESIGNATION -  D 50
 HC0692  PID         -  HC0692
 HC0692  STATE/COUNTY-  MO/DENT
 HC0692  USGS QUAD   -  SALEM (1981)
 HC0692
 HC0692                         *CURRENT SURVEY CONTROL
 HC0692  ___________________________________________________________________
 HC0692* NAD 83(1986)-  37 37 58.     (N)    091 32 09.     (W)     SCALED    
 HC0692* NAVD 88     -       365.673  (meters)    1199.71   (feet)  ADJUSTED  
 HC0692  ___________________________________________________________________
 HC0692  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0692  DYNAMIC HT  -         365.392 (meters)    1198.79  (feet)  COMP
 HC0692  MODELED GRAV-     979,849.1   (mgal)                       NAVD 88
 HC0692
 HC0692  VERT ORDER  -  SECOND    CLASS 0
 HC0692
 HC0692.The horizontal coordinates were scaled from a topographic map and have
 HC0692.an estimated accuracy of +/- 6 seconds.
 HC0692
 HC0692.The orthometric height was determined by differential leveling
 HC0692.and adjusted by the National Geodetic Survey in June 1991..
 HC0692
 HC0692.The geoid height was determined by GEOID03.
 HC0692
 HC0692.The dynamic height is computed by dividing the NAVD 88
 HC0692.geopotential number by the normal gravity value computed on the
 HC0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0692.degrees latitude (g = 980.6199 gals.).
 HC0692
 HC0692.The modeled gravity was interpolated from observed gravity values.
 HC0692
 HC0692;                    North         East    Units  Estimated Accuracy
 HC0692;SPC MO E     -   200,180.      158,570.      MT  (+/- 180 meters Scaled)
 HC0692
 HC0692                          SUPERSEDED SURVEY CONTROL
 HC0692
 HC0692  NGVD 29 (??/??/92)  365.592  (m)         1199.45   (f) ADJ UNCH    2 0
 HC0692
 HC0692.Superseded values are not recommended for survey control.
 HC0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0692.See file dsdata.txt to determine how the superseded data were derived.
 HC0692
 HC0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB291660(NAD 83)
 HC0692_MARKER: DB = BENCH MARK DISK
 HC0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0692_STAMPING: D 50 1934
 HC0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0692+STABILITY: SURFACE MOTION
 HC0692
 HC0692  HISTORY     - Date     Condition        Report By
 HC0692  HISTORY     - 1934     MONUMENTED       CGS
 HC0692
 HC0692                          STATION DESCRIPTION
 HC0692
 HC0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0692'0.9 MI S FROM SALEM.
 HC0692'0.9 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0692'AT SALEM, DENT COUNTY, AT THE INTERSECTION OF STATE HIGHWAY 32,
 HC0692'260 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 32, 45 FEET
 HC0692'WEST OF THE CENTERLINE OF STATE HIGHWAY 19, AND ON THE
 HC0692'RIGHT-OF-WAY LINE OF STATE HIGHWAY 19.  A STANDARD DISK, STAMPED
 HC0692'D 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0439 ***********************************************************************
 GE0439  DESIGNATION -  D 51
 GE0439  PID         -  GE0439
 GE0439  STATE/COUNTY-  MO/SHANNON
 GE0439  USGS QUAD   -  BIRCH TREE (1997)
 GE0439
 GE0439                         *CURRENT SURVEY CONTROL
 GE0439  ___________________________________________________________________
 GE0439* NAD 83(1986)-  36 56 27.     (N)    091 29 09.     (W)     SCALED    
 GE0439* NAVD 88     -       306.361  (meters)    1005.12   (feet)  POSTED    
 GE0439  ___________________________________________________________________
 GE0439  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GE0439  DYNAMIC HT  -         306.110 (meters)    1004.30  (feet)  COMP
 GE0439  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 GE0439
 GE0439  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0439
 GE0439.The horizontal coordinates were scaled from a topographic map and have
 GE0439.an estimated accuracy of +/- 6 seconds.
 GE0439
 GE0439.The orthometric height was determined by differential leveling
 GE0439.and adjusted by the National Geodetic Survey in 1992..
 GE0439.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0439.rate of 0.0 thru 1.0 mm/km.
 GE0439
 GE0439.The geoid height was determined by GEOID03.
 GE0439
 GE0439.The dynamic height is computed by dividing the NAVD 88
 GE0439.geopotential number by the normal gravity value computed on the
 GE0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0439.degrees latitude (g = 980.6199 gals.).
 GE0439
 GE0439.The modeled gravity was interpolated from observed gravity values.
 GE0439
 GE0439;                    North         East    Units  Estimated Accuracy
 GE0439;SPC MO E     -   123,340.      162,190.      MT  (+/- 180 meters Scaled)
 GE0439
 GE0439                          SUPERSEDED SURVEY CONTROL
 GE0439
 GE0439  NGVD 29 (??/??/92)  306.241  (m)         1004.73   (f) ADJ UNCH    2 0
 GE0439
 GE0439.Superseded values are not recommended for survey control.
 GE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0439.See file dsdata.txt to determine how the superseded data were derived.
 GE0439
 GE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA348893(NAD 83)
 GE0439_MARKER: DB = BENCH MARK DISK
 GE0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0439_STAMPING: D 51 1934
 GE0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0439+STABILITY: SURFACE MOTION
 GE0439
 GE0439  HISTORY     - Date     Condition        Report By
 GE0439  HISTORY     - 1934     MONUMENTED       CGS
 GE0439
 GE0439                          STATION DESCRIPTION
 GE0439
 GE0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0439'3.8 MI S FROM BIRCH TREE.
 GE0439'3.8 MILES SOUTH ALONG STATE HIGHWAY 80 FROM BIRCH TREE, SHANNON
 GE0439'COUNTY, AT STATION 201+00, 0.25 MILE SOUTH OF THE SUMMIT OF A
 GE0439'GRADE, ON A GENTLE SLOPE TO THE SOUTHEAST, 300 FEET NORTH OF A
 GE0439'CONCRETE CULVERT, AND 40 FEET WEST OF THE CENTERLINE OF THE
 GE0439'HIGHWAY.  A STANDARD DISK, STAMPED D 51 1934 AND SET IN THE TOP
 GE0439'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0278 ***********************************************************************
 HC0278  DESIGNATION -  D 52
 HC0278  PID         -  HC0278
 HC0278  STATE/COUNTY-  MO/REYNOLDS
 HC0278  USGS QUAD   -  CENTERVILLE (1985)
 HC0278
 HC0278                         *CURRENT SURVEY CONTROL
 HC0278  ___________________________________________________________________
 HC0278* NAD 83(1986)-  37 24 06.     (N)    090 57 20.     (W)     SCALED    
 HC0278* NAVD 88     -       347.280  (meters)    1139.37   (feet)  ADJUSTED  
 HC0278  ___________________________________________________________________
 HC0278  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 HC0278  DYNAMIC HT  -         347.003 (meters)    1138.46  (feet)  COMP
 HC0278  MODELED GRAV-     979,825.1   (mgal)                       NAVD 88
 HC0278
 HC0278  VERT ORDER  -  SECOND    CLASS 0
 HC0278
 HC0278.The horizontal coordinates were scaled from a topographic map and have
 HC0278.an estimated accuracy of +/- 6 seconds.
 HC0278
 HC0278.The orthometric height was determined by differential leveling
 HC0278.and adjusted by the National Geodetic Survey in June 1991..
 HC0278
 HC0278.The geoid height was determined by GEOID03.
 HC0278
 HC0278.The dynamic height is computed by dividing the NAVD 88
 HC0278.geopotential number by the normal gravity value computed on the
 HC0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0278.degrees latitude (g = 980.6199 gals.).
 HC0278
 HC0278.The modeled gravity was interpolated from observed gravity values.
 HC0278
 HC0278;                    North         East    Units  Estimated Accuracy
 HC0278;SPC MO E     -   174,130.      209,670.      MT  (+/- 180 meters Scaled)
 HC0278
 HC0278                          SUPERSEDED SURVEY CONTROL
 HC0278
 HC0278  NGVD 29 (??/??/92)  347.252  (m)         1139.28   (f) ADJ UNCH    2 0
 HC0278
 HC0278.Superseded values are not recommended for survey control.
 HC0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0278.See file dsdata.txt to determine how the superseded data were derived.
 HC0278
 HC0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB809413(NAD 83)
 HC0278_MARKER: DD = SURVEY DISK
 HC0278_SETTING: 66 = SET IN ROCK OUTCROP
 HC0278_SP_SET: ROCK OUTCROP
 HC0278_STAMPING: D 52 1935
 HC0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC0278+STABILITY: POSITION/ELEVATION WELL
 HC0278
 HC0278  HISTORY     - Date     Condition        Report By
 HC0278  HISTORY     - 1935     MONUMENTED       USGS
 HC0278  HISTORY     - 1935     GOOD             NGS
 HC0278
 HC0278                          STATION DESCRIPTION
 HC0278
 HC0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0278'8 MI E FROM REYNOLDS.
 HC0278'8.0 MILES EAST ALONG STATE HIGHWAY 72 FROM REYNOLDS, 60 FEET
 HC0278'NORTH OF BENCH MARK X 115, DESCRIBED ABOVE, 40 FEET NORTHWEST
 HC0278'OF THE ALLEN STORE, 40 FEET EAST OF THE CENTERLINE OF THE
 HC0278'HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.  A U.S. GEOLOGICAL
 HC0278'SURVEY STANDARD DISK, STAMPED D 52 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0454 ***********************************************************************
 HC0454  DESIGNATION -  D 52
 HC0454  PID         -  HC0454
 HC0454  STATE/COUNTY-  MO/DENT
 HC0454  USGS QUAD   -  VIBURNUM WEST (1981)
 HC0454
 HC0454                         *CURRENT SURVEY CONTROL
 HC0454  ___________________________________________________________________
 HC0454* NAD 83(1986)-  37 38 34.     (N)    091 10 04.     (W)     SCALED    
 HC0454* NAVD 88     -       386.021  (meters)    1266.47   (feet)  ADJUSTED  
 HC0454  ___________________________________________________________________
 HC0454  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HC0454  DYNAMIC HT  -         385.723 (meters)    1265.49  (feet)  COMP
 HC0454  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 HC0454
 HC0454  VERT ORDER  -  SECOND    CLASS 0
 HC0454
 HC0454.The horizontal coordinates were scaled from a topographic map and have
 HC0454.an estimated accuracy of +/- 6 seconds.
 HC0454
 HC0454.The orthometric height was determined by differential leveling
 HC0454.and adjusted by the National Geodetic Survey in June 1991..
 HC0454
 HC0454.The geoid height was determined by GEOID03.
 HC0454
 HC0454.The dynamic height is computed by dividing the NAVD 88
 HC0454.geopotential number by the normal gravity value computed on the
 HC0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0454.degrees latitude (g = 980.6199 gals.).
 HC0454
 HC0454.The modeled gravity was interpolated from observed gravity values.
 HC0454
 HC0454;                    North         East    Units  Estimated Accuracy
 HC0454;SPC MO E     -   201,000.      191,070.      MT  (+/- 180 meters Scaled)
 HC0454
 HC0454                          SUPERSEDED SURVEY CONTROL
 HC0454
 HC0454  NGVD 29 (??/??/92)  385.971  (m)         1266.31   (f) ADJ UNCH    2 0
 HC0454
 HC0454.Superseded values are not recommended for survey control.
 HC0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0454.See file dsdata.txt to determine how the superseded data were derived.
 HC0454
 HC0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB616677(NAD 83)
 HC0454_MARKER: DB = BENCH MARK DISK
 HC0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0454_STAMPING: D 52 1934
 HC0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0454+STABILITY: SURFACE MOTION
 HC0454
 HC0454  HISTORY     - Date     Condition        Report By
 HC0454  HISTORY     - 1934     MONUMENTED       CGS
 HC0454  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 HC0454
 HC0454                          STATION DESCRIPTION
 HC0454
 HC0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0454'3.3 MI W FROM BIXBY.
 HC0454'IN DENT COUNTY, 3.3 MILES WEST ALONG STATE HIGHWAY 32 FROM THE
 HC0454'GENERAL STORE AT BIXBY, IRON COUNTY, 0.5 MILE EAST OF A TWO-STORY
 HC0454'WHITE HOUSE WITH GREEN TRIMMINGS ON THE NORTH SIDE OF THE HIGHWAY,
 HC0454'171 FEET EAST OF THE EAST END OF A CORRUGATED-PIPE CULVERT UNDER A
 HC0454'SIDE ROAD LEADING SOUTH, 90 FEET WEST OF THE SUMMIT OF A SMALL HILL,
 HC0454'36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 78 FEET SOUTHEAST
 HC0454'OF A TELEPHONE POLE, AND 9 FEET WEST OF A 2-FOOT CHARRED OAK STUMP
 HC0454'1.8 FEET HIGH.  A STANDARD DISK, STAMPED D 52 1934 AND SET IN THE
 HC0454'TOP OF A CONCRETE POST.
 HC0454
 HC0454                          STATION RECOVERY (1971)
 HC0454
 HC0454'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 HC0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0005 ***********************************************************************
 HC0005  DESIGNATION -  D 54
 HC0005  PID         -  HC0005
 HC0005  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0005  USGS QUAD   -  WEINGARTEN (1980)
 HC0005
 HC0005                         *CURRENT SURVEY CONTROL
 HC0005  ___________________________________________________________________
 HC0005* NAD 83(1986)-  37 56 39.     (N)    090 07 43.     (W)     SCALED    
 HC0005* NAVD 88     -       196.107  (meters)     643.39   (feet)  ADJUSTED  
 HC0005  ___________________________________________________________________
 HC0005  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HC0005  DYNAMIC HT  -         195.969 (meters)     642.94  (feet)  COMP
 HC0005  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 HC0005
 HC0005  VERT ORDER  -  SECOND    CLASS 0
 HC0005
 HC0005.The horizontal coordinates were scaled from a topographic map and have
 HC0005.an estimated accuracy of +/- 6 seconds.
 HC0005
 HC0005.The orthometric height was determined by differential leveling
 HC0005.and adjusted by the National Geodetic Survey in June 1991..
 HC0005
 HC0005.The geoid height was determined by GEOID03.
 HC0005
 HC0005.The dynamic height is computed by dividing the NAVD 88
 HC0005.geopotential number by the normal gravity value computed on the
 HC0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0005.degrees latitude (g = 980.6199 gals.).
 HC0005
 HC0005.The modeled gravity was interpolated from observed gravity values.
 HC0005
 HC0005;                    North         East    Units  Estimated Accuracy
 HC0005;SPC MO E     -   234,300.      282,640.      MT  (+/- 180 meters Scaled)
 HC0005
 HC0005                          SUPERSEDED SURVEY CONTROL
 HC0005
 HC0005  NGVD 29 (??/??/92)  196.18   (m)          643.6    (f) COMPUTED    2 0
 HC0005
 HC0005.Superseded values are not recommended for survey control.
 HC0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0005.See file dsdata.txt to determine how the superseded data were derived.
 HC0005
 HC0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC523035(NAD 83)
 HC0005_MARKER: DB = BENCH MARK DISK
 HC0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0005_STAMPING: D-54 1934
 HC0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0005+STABILITY: SURFACE MOTION
 HC0005
 HC0005  HISTORY     - Date     Condition        Report By
 HC0005  HISTORY     - 1934     MONUMENTED       CGS
 HC0005
 HC0005                          STATION DESCRIPTION
 HC0005
 HC0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0005'5.6 MI W FROM ST GENEVIEVE.
 HC0005'ST. GENEVIEVE COUNTY COURT HOUSE, ALONG MISSOURI, ILLINOIS
 HC0005'RAILWAY 75 FEET NORTHEAST OF ROAD CROSSING, 20 FEET NORTH OF
 HC0005'RAILWAY CENTERLINE, 3 FEET SOUTHEAST OF TELEPHONE POLE.  TABLET
 HC0005'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0006 ***********************************************************************
 HC0006  DESIGNATION -  D 54 RESET
 HC0006  PID         -  HC0006
 HC0006  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0006  USGS QUAD   -  WEINGARTEN (1980)
 HC0006
 HC0006                         *CURRENT SURVEY CONTROL
 HC0006  ___________________________________________________________________
 HC0006* NAD 83(1986)-  37 56 41.     (N)    090 07 41.     (W)     SCALED    
 HC0006* NAVD 88     -       197.25   (meters)     647.1    (feet)  RESET     
 HC0006  ___________________________________________________________________
 HC0006  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HC0006
 HC0006  VERT ORDER  -  THIRD
 HC0006
 HC0006.The horizontal coordinates were scaled from a topographic map and have
 HC0006.an estimated accuracy of +/- 6 seconds.
 HC0006
 HC0006.The orthometric height was computed from unverified reset data.
 HC0006
 HC0006.The geoid height was determined by GEOID03.
 HC0006
 HC0006;                    North         East    Units  Estimated Accuracy
 HC0006;SPC MO E     -   234,360.      282,690.      MT  (+/- 180 meters Scaled)
 HC0006
 HC0006                          SUPERSEDED SURVEY CONTROL
 HC0006
 HC0006  NGVD 29 (??/??/??)  197.32   (m)          647.4    (f) RESET       3  
 HC0006
 HC0006.Superseded values are not recommended for survey control.
 HC0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0006.See file dsdata.txt to determine how the superseded data were derived.
 HC0006
 HC0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC523035(NAD 83)
 HC0006_MARKER: DD = SURVEY DISK
 HC0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0006_STAMPING: D 54 RESET 1962
 HC0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0006+STABILITY: SURFACE MOTION
 HC0006
 HC0006  HISTORY     - Date     Condition        Report By
 HC0006  HISTORY     - 1962     MONUMENTED       CGS
 HC0006
 HC0006                          STATION DESCRIPTION
 HC0006
 HC0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HC0006'5.6 MI W FROM STE GENEVIEVE.
 HC0006'5.6 MILES WEST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM THE
 HC0006'COUNTY COURT HOUSE AT STE. GENEVIEVE, STE. GENEVIEVE COUNTY, 140
 HC0006'FEET WEST OF THE CROSSING ON STATE HIGHWAY SA, 50 FEET NORTHWEST OF
 HC0006'THE CENTERLINE OF THE TRACK, 30 FEET SOUTH OF THE CENTERLINE OF
 HC0006'STATE HIGHWAY SA, 4 FEET WEST OF A TELEPHONE POLE, AND SET IN THE
 HC0006'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0573 ***********************************************************************
 HC0573  DESIGNATION -  D 57
 HC0573  PID         -  HC0573
 HC0573  STATE/COUNTY-  MO/TEXAS
 HC0573  USGS QUAD   -  LICKING (1981)
 HC0573
 HC0573                         *CURRENT SURVEY CONTROL
 HC0573  ___________________________________________________________________
 HC0573* NAD 83(1986)-  37 29 57.     (N)    091 51 19.     (W)     SCALED    
 HC0573* NAVD 88     -       383.856  (meters)    1259.37   (feet)  ADJUSTED  
 HC0573  ___________________________________________________________________
 HC0573  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HC0573  DYNAMIC HT  -         383.551 (meters)    1258.37  (feet)  COMP
 HC0573  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 HC0573
 HC0573  VERT ORDER  -  FIRST     CLASS II
 HC0573
 HC0573.The horizontal coordinates were scaled from a topographic map and have
 HC0573.an estimated accuracy of +/- 6 seconds.
 HC0573
 HC0573.The orthometric height was determined by differential leveling
 HC0573.and adjusted by the National Geodetic Survey in June 1991..
 HC0573
 HC0573.The geoid height was determined by GEOID03.
 HC0573
 HC0573.The dynamic height is computed by dividing the NAVD 88
 HC0573.geopotential number by the normal gravity value computed on the
 HC0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0573.degrees latitude (g = 980.6199 gals.).
 HC0573
 HC0573.The modeled gravity was interpolated from observed gravity values.
 HC0573
 HC0573;                    North         East    Units  Estimated Accuracy
 HC0573;SPC MO C     -   185,040.      557,010.      MT  (+/- 180 meters Scaled)
 HC0573
 HC0573                          SUPERSEDED SURVEY CONTROL
 HC0573
 HC0573  NGVD 29 (??/??/92)  383.744  (m)         1259.00   (f) ADJ UNCH    1 2
 HC0573
 HC0573.Superseded values are not recommended for survey control.
 HC0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0573.See file dsdata.txt to determine how the superseded data were derived.
 HC0573
 HC0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB011508(NAD 83)
 HC0573_MARKER: DB = BENCH MARK DISK
 HC0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0573_SP_SET: CULVERT
 HC0573_STAMPING: D 57 1934
 HC0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0573
 HC0573  HISTORY     - Date     Condition        Report By
 HC0573  HISTORY     - 1934     MONUMENTED       CGS
 HC0573  HISTORY     - 1935     GOOD             NGS
 HC0573  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0573  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0573  HISTORY     - 19890718 MARK NOT FOUND   NGS
 HC0573
 HC0573                          STATION DESCRIPTION
 HC0573
 HC0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0573'AT LICKING.
 HC0573'AT LICKING, TEXAS COUNTY, ON STATE HIGHWAY 32, 150 FEET EAST OF
 HC0573'THE INTERSECTION OF U.S. HIGHWAY 63, SOUTH OF STATE HIGHWAY 32,
 HC0573'AND IN THE TOP OF A CULVERT.  A STANDARD DISK, STAMPED D 57 1934.
 HC0573
 HC0573                          STATION RECOVERY (1977)
 HC0573
 HC0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0573'MARK NOT FOUND.
 HC0573
 HC0573                          STATION RECOVERY (1977)
 HC0573
 HC0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0573'MARK NOT FOUND.
 HC0573
 HC0573                          STATION RECOVERY (1989)
 HC0573
 HC0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0121 ***********************************************************************
 HC0121  DESIGNATION -  D 58
 HC0121  PID         -  HC0121
 HC0121  STATE/COUNTY-  MO/WAYNE
 HC0121  USGS QUAD   -  COLDWATER (1980)
 HC0121
 HC0121                         *CURRENT SURVEY CONTROL
 HC0121  ___________________________________________________________________
 HC0121* NAD 83(1997)-  37 15 24.01307(N)    090 27 10.21888(W)     ADJUSTED  
 HC0121* NAVD 88     -       131.438  (meters)     431.23   (feet)  ADJUSTED  
 HC0121  ___________________________________________________________________
 HC0121  X           -     -40,172.252 (meters)                     COMP
 HC0121  Y           -  -5,082,721.980 (meters)                     COMP
 HC0121  Z           -   3,840,165.945 (meters)                     COMP
 HC0121  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 HC0121  ELLIP HEIGHT-         102.25  (meters)          (02/17/00) GPS OBS
 HC0121  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 HC0121  DYNAMIC HT  -         131.338 (meters)     430.90  (feet)  COMP
 HC0121  MODELED GRAV-     979,868.4   (mgal)                       NAVD 88
 HC0121
 HC0121  HORZ ORDER  -  THIRD
 HC0121  VERT ORDER  -  SECOND    CLASS 0
 HC0121  ELLP ORDER  -  FOURTH    CLASS I
 HC0121
 HC0121.The horizontal coordinates were established by GPS observations
 HC0121.and adjusted by the National Geodetic Survey in February 2000..
 HC0121
 HC0121.The orthometric height was determined by differential leveling
 HC0121.and adjusted by the National Geodetic Survey in June 1991..
 HC0121
 HC0121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HC0121
 HC0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0121
 HC0121.The ellipsoidal height was determined by GPS observations
 HC0121.and is referenced to NAD 83.
 HC0121
 HC0121.The geoid height was determined by GEOID03.
 HC0121
 HC0121.The dynamic height is computed by dividing the NAVD 88
 HC0121.geopotential number by the normal gravity value computed on the
 HC0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0121.degrees latitude (g = 980.6199 gals.).
 HC0121
 HC0121.The modeled gravity was interpolated from observed gravity values.
 HC0121
 HC0121;                    North         East     Units Scale Factor Converg.
 HC0121;SPC MO E     -   157,937.009   254,183.486   MT  0.99993355   +0 01 42.8
 HC0121;UTM  15      - 4,126,387.156   725,892.391   MT  1.00022862   +1 32 33.6
 HC0121
 HC0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0121!SPC MO E     -   0.99998395  x   0.99993355  =   0.99991751
 HC0121!UTM  15      -   0.99998395  x   1.00022862  =   1.00021257
 HC0121
 HC0121                          SUPERSEDED SURVEY CONTROL
 HC0121
 HC0121  NAD 83(1997)-  37 15 24.01315(N)    090 27 10.21883(W) AD(       ) 3
 HC0121  NAD 83(1986)-  37 15 24.02449(N)    090 27 10.21664(W) AD(       ) 3
 HC0121  NGVD 29 (??/??/92)  131.491  (m)          431.40   (f) ADJ UNCH    2 0
 HC0121
 HC0121.Superseded values are not recommended for survey control.
 HC0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0121.See file dsdata.txt to determine how the superseded data were derived.
 HC0121
 HC0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2589226387(NAD 83)
 HC0121_MARKER: DB = BENCH MARK DISK
 HC0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0121_SP_SET: BRIDGE
 HC0121_STAMPING: D 58 1934
 HC0121_MARK LOGO: CGS   
 HC0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0121+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2004
 HC0121
 HC0121  HISTORY     - Date     Condition        Report By
 HC0121  HISTORY     - 1934     MONUMENTED       CGS
 HC0121  HISTORY     - 1975     GOOD             USGS
 HC0121  HISTORY     - 1975     GOOD             USGS
 HC0121  HISTORY     - 19891103 GOOD             NGS
 HC0121  HISTORY     - 19900222 GOOD
 HC0121  HISTORY     - 20020906 GOOD             USACE
 HC0121  HISTORY     - 20040909 GOOD             MODT
 HC0121
 HC0121                          STATION DESCRIPTION
 HC0121
 HC0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0121'AT LODI.
 HC0121'AT LODI, WAYNE COUNTY, ON U.S. HIGHWAY 67, 114 FEET NORTHEAST
 HC0121'OF THE CENTER OF THE FRONT ENTRANCE TO THE POST OFFICE, 258
 HC0121'FEET SOUTH OF THE SOUTHEAST CORNER OF UNION CHURCH, AT BRIDGE
 HC0121'J 530 OVER BENNET CREEK, IN THE TOP OF THE SOUTH CONCRETE
 HC0121'ABUTMENT, AND 14 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 HC0121'A STANDARD DISK, STAMPED D 58 1934.
 HC0121
 HC0121                          STATION RECOVERY (1975)
 HC0121
 HC0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0121'AT LODI WAYNE CO. ON U.S. HWY 67, 114 FT. N.E. OF THE CTR. OF THE
 HC0121'FRONT ENTRANCE OF THE LODI VALLEY STORE. 54 FT. S. AND 14 FT. W. OF
 HC0121'CTR. LINE BRIDGE J-530 OVER BENNETT CREEK IN THE TOP OF THE S.
 HC0121'CONCRETE ABUTMENT. A STANDARD DISK, STAMPED D 58 1934.
 HC0121
 HC0121                          STATION RECOVERY (1975)
 HC0121
 HC0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0121'AT LODI WAYNE CO. ON U.S. HWY 67, 114 FT. N.E. OF THE CTR. OF THE
 HC0121'FRONT ENTRANCE OF THE LODI VALLEY STORE. 54 FT. S. AND 14 FT. W. OF
 HC0121'CTR. LINE BRIDGE J-530 OVER BENNETT CREEK IN THE TOP OF THE S.
 HC0121'CONCRETE ABUTMENT. A STANDARD DISK, STAMPED D 58 1934.
 HC0121
 HC0121                          STATION RECOVERY (1989)
 HC0121
 HC0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0121'STATION IS LOCATED AT THE SMALL TOWN OF LODI, ABOUT 24 KM (14.90 MI)
 HC0121'NORTHEAST OF PIEDMONT, 16 KM (9.95 MI) NORTH OF GREENVILLE, AT THE OLD
 HC0121'HIGHWAY 67 BRIDGE OVER BENNET CREEK NEAR THE SOUTHWEST CORNER OF LODI
 HC0121'ROADSIDE PARK.  OWNERSHIP-MOHC.
 HC0121'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND ROAD E
 HC0121'LEADING EAST, LOCATED AT THE SOUTH SIDE OF GREENVILLE, GO NORTHERLY
 HC0121'ALONG U.S. HIGHWAY 67 FOR 8.2 KM (5.10 MI) TO THE JUNCTION OF STATE
 HC0121'ROUTE 34 LEADING WEST TO PIEDMONT, CONTINUE NORTHERLY ALONG U.S.
 HC0121'HIGHWAY 67 FOR 3.8 KM (2.35 MI) TO THE JUNCTION OF ROAD K LEADING
 HC0121'WEST, CONTINUE NORTHERLY ALONG U.S. HIGHWAY 67 FOR 3.8 KM (2.35 MI) TO
 HC0121'THE STATION AT THE OLD HIGHWAY BRIDGE NO. J 530 OVER BENNET CREEK.
 HC0121'STATION IS A BENCH MARK DISK SET IN THE TOP OF THE WEST END OF THE
 HC0121'SOUTH CONCRETE ABUTMENT OF AN OLD ROAD BED BRIDGE OVER BENNET CREEK.
 HC0121'IT IS ABOUT 61 M (200.1 FT) WEST OF THE NEW HIGHWAY 67, ABOUT 61 M
 HC0121'(200.1 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL
 HC0121'ROADSIDE PARK AREA, 4.3 M (14.1 FT) WEST OF THE CENTER OF THE OLD ROAD
 HC0121'BED AND ABOUT LEVEL WITH ROAD.
 HC0121'DESCRIBED BY G.F.S.  MAY NEED SAFETY CONES. ALLOW EXTRA TIME FOR
 HC0121'SETUP.
 HC0121
 HC0121                          STATION RECOVERY (1990)
 HC0121
 HC0121'RECOVERED 1990
 HC0121'RECOVERED IN GOOD CONDITION.
 HC0121
 HC0121                          STATION RECOVERY (2002)
 HC0121
 HC0121'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0121'RECOVERED IN GOOD CONDITION.
 HC0121
 HC0121                          STATION RECOVERY (2004)
 HC0121
 HC0121'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2004 (JC)
 HC0121'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0251 ***********************************************************************
 JC0251  DESIGNATION -  D 59
 JC0251  PID         -  JC0251
 JC0251  STATE/COUNTY-  MO/JEFFERSON
 JC0251  USGS QUAD   -  HERCULANEUM (1993)
 JC0251
 JC0251                         *CURRENT SURVEY CONTROL
 JC0251  ___________________________________________________________________
 JC0251* NAD 83(1986)-  38 17 04.     (N)    090 23 26.     (W)     SCALED    
 JC0251* NAVD 88     -       137.263  (meters)     450.34   (feet)  ADJUSTED  
 JC0251  ___________________________________________________________________
 JC0251  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 JC0251  DYNAMIC HT  -         137.173 (meters)     450.04  (feet)  COMP
 JC0251  MODELED GRAV-     979,973.9   (mgal)                       NAVD 88
 JC0251
 JC0251  VERT ORDER  -  SECOND    CLASS 0
 JC0251
 JC0251.The horizontal coordinates were scaled from a topographic map and have
 JC0251.an estimated accuracy of +/- 6 seconds.
 JC0251
 JC0251.The orthometric height was determined by differential leveling
 JC0251.and adjusted by the National Geodetic Survey in June 1991..
 JC0251
 JC0251.The geoid height was determined by GEOID03.
 JC0251
 JC0251.The dynamic height is computed by dividing the NAVD 88
 JC0251.geopotential number by the normal gravity value computed on the
 JC0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0251.degrees latitude (g = 980.6199 gals.).
 JC0251
 JC0251.The modeled gravity was interpolated from observed gravity values.
 JC0251
 JC0251;                    North         East    Units  Estimated Accuracy
 JC0251;SPC MO E     -   272,010.      259,580.      MT  (+/- 180 meters Scaled)
 JC0251
 JC0251                          SUPERSEDED SURVEY CONTROL
 JC0251
 JC0251  NGVD 29 (??/??/92)  137.384  (m)          450.73   (f) ADJ UNCH    2 0
 JC0251
 JC0251.Superseded values are not recommended for survey control.
 JC0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0251.See file dsdata.txt to determine how the superseded data were derived.
 JC0251
 JC0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC282405(NAD 83)
 JC0251_MARKER: DB = BENCH MARK DISK
 JC0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0251_SP_SET: PIER
 JC0251_STAMPING: D 59 1934
 JC0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0251
 JC0251  HISTORY     - Date     Condition        Report By
 JC0251  HISTORY     - 1934     MONUMENTED       CGS
 JC0251  HISTORY     - 1935     GOOD             NGS
 JC0251  HISTORY     - 1987     GOOD             USPSQD
 JC0251  HISTORY     - 20030530 MARK NOT FOUND   MODNR
 JC0251
 JC0251                          STATION DESCRIPTION
 JC0251
 JC0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0251'0.3 MI N FROM PEVELY.
 JC0251'0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0251'STATION AT PEVELY, JEFFERSON COUNTY, AT THE OVERPASS OF U.S.
 JC0251'HIGHWAY 61 AND 67, AND IN THE CENTER OF THE NORTH FACE OF THE
 JC0251'SOUTH PIER WALL.  A STANDARD DISK, STAMPED D 59 1934 AND SET
 JC0251'VERTICALLY.
 JC0251
 JC0251                          STATION RECOVERY (1987)
 JC0251
 JC0251'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNS)
 JC0251'RECOVERED IN GOOD CONDITION.
 JC0251
 JC0251                          STATION RECOVERY (2003)
 JC0251
 JC0251'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 JC0251'MARK REMOVED WHEN BRIDGE WAS REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0675 ***********************************************************************
 HD0675  DESIGNATION -  D 6
 HD0675  PID         -  HD0675
 HD0675  STATE/COUNTY-  MO/WEBSTER
 HD0675  USGS QUAD   -  ROGERSVILLE (1970)
 HD0675
 HD0675                         *CURRENT SURVEY CONTROL
 HD0675  ___________________________________________________________________
 HD0675* NAD 83(1986)-  37 07 18.     (N)    093 00 17.     (W)     SCALED    
 HD0675* NAVD 88     -       463.309  (meters)    1520.04   (feet)  ADJUSTED  
 HD0675  ___________________________________________________________________
 HD0675  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HD0675  DYNAMIC HT  -         462.931 (meters)    1518.80  (feet)  COMP
 HD0675  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 HD0675
 HD0675  VERT ORDER  -  FIRST     CLASS II
 HD0675
 HD0675.The horizontal coordinates were scaled from a topographic map and have
 HD0675.an estimated accuracy of +/- 6 seconds.
 HD0675
 HD0675.The orthometric height was determined by differential leveling
 HD0675.and adjusted by the National Geodetic Survey in June 1991..
 HD0675
 HD0675.The geoid height was determined by GEOID03.
 HD0675
 HD0675.The dynamic height is computed by dividing the NAVD 88
 HD0675.geopotential number by the normal gravity value computed on the
 HD0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0675.degrees latitude (g = 980.6199 gals.).
 HD0675
 HD0675.The modeled gravity was interpolated from observed gravity values.
 HD0675
 HD0675;                    North         East    Units  Estimated Accuracy
 HD0675;SPC MO C     -   143,070.      455,150.      MT  (+/- 180 meters Scaled)
 HD0675
 HD0675                          SUPERSEDED SURVEY CONTROL
 HD0675
 HD0675  NGVD 29 (10/05/93)  463.152  (m)         1519.52   (f) ADJUSTED    1 2
 HD0675
 HD0675.Superseded values are not recommended for survey control.
 HD0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0675.See file dsdata.txt to determine how the superseded data were derived.
 HD0675
 HD0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB995083(NAD 83)
 HD0675_MARKER: DB = BENCH MARK DISK
 HD0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0675_SP_SET: CONCRETE POST
 HD0675_STAMPING: D 6 1928 1519.551
 HD0675_MARK LOGO: CGS   
 HD0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0675+STABILITY: SURFACE MOTION
 HD0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0675+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1989
 HD0675
 HD0675  HISTORY     - Date     Condition        Report By
 HD0675  HISTORY     - 1928     MONUMENTED       CGS
 HD0675  HISTORY     - 1934     GOOD             NGS
 HD0675  HISTORY     - 1977     GOOD             NGS
 HD0675  HISTORY     - 1977     GOOD             NGS
 HD0675  HISTORY     - 19891003 GOOD             NGS
 HD0675
 HD0675                          STATION DESCRIPTION
 HD0675
 HD0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0675'4.5 MI W FROM FORDLAND.
 HD0675'4-1/2 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0675'THE STATION AT FORDLAND, WEBSTER COUNTY, 0.3 MILE EAST OF AN
 HD0675'ABRUPT TURN IN U.S. HIGHWAY 60 WHERE IT TURNS TO PARALLEL
 HD0675'THE TRACK, 0.1 MILE WEST OF A ROAD CROSSING, 115 FEET SOUTHWEST
 HD0675'OF POLE 221-39, 92 FEET SOUTHEAST OF POLE 221-38, 41 FEET SOUTH
 HD0675'OF THE CENTERLINE OF THE MAIN TRACK, 39.3 FEET NORTH OF THE
 HD0675'CENTERLINE OF THE HIGHWAY, AND 8 FEET NORTH OF THE SOUTH
 HD0675'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1519.551 D 6 1928
 HD0675'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 HD0675'GROUND.
 HD0675
 HD0675                          STATION RECOVERY (1977)
 HD0675
 HD0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0675'RECOVERED IN GOOD CONDITION.
 HD0675
 HD0675                          STATION RECOVERY (1977)
 HD0675
 HD0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0675'RECOVERED IN GOOD CONDITION.
 HD0675
 HD0675                          STATION RECOVERY (1989)
 HD0675
 HD0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0675'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.8 KM (4.2
 HD0675'MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH COUNTY
 HD0675'ROAD FF IN FORDLAND, 12.6 M (41.3 FT) NORTH OF THE CENTERLINE OF THE
 HD0675'WESTBOUND LANES OF THE HIGHWAY, 11.8 M (38.7 FT) SOUTH OF THE NEAR
 HD0675'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 4.3 M (14.1 FT) WEST OF A
 HD0675'UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A METAL WITNESS POST, AND IN A
 HD0675'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0301 ***********************************************************************
 JD0301  DESIGNATION -  D 6 B 1
 JD0301  PID         -  JD0301
 JD0301  STATE/COUNTY-  MO/MORGAN
 JD0301  USGS QUAD   -  VERSAILLES (1982)
 JD0301
 JD0301                         *CURRENT SURVEY CONTROL
 JD0301  ___________________________________________________________________
 JD0301* NAD 83(1986)-  38 27 48.     (N)    092 48 05.     (W)     SCALED    
 JD0301* NAVD 88     -       319.757  (meters)    1049.07   (feet)  ADJUSTED  
 JD0301  ___________________________________________________________________
 JD0301  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JD0301  DYNAMIC HT  -         319.530 (meters)    1048.32  (feet)  COMP
 JD0301  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 JD0301
 JD0301  VERT ORDER  -  SECOND    CLASS 0
 JD0301
 JD0301.The horizontal coordinates were scaled from a topographic map and have
 JD0301.an estimated accuracy of +/- 6 seconds.
 JD0301
 JD0301.The orthometric height was determined by differential leveling
 JD0301.and adjusted by the National Geodetic Survey in June 1991..
 JD0301
 JD0301.The geoid height was determined by GEOID03.
 JD0301
 JD0301.The dynamic height is computed by dividing the NAVD 88
 JD0301.geopotential number by the normal gravity value computed on the
 JD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0301.degrees latitude (g = 980.6199 gals.).
 JD0301
 JD0301.The modeled gravity was interpolated from observed gravity values.
 JD0301
 JD0301;                    North         East    Units  Estimated Accuracy
 JD0301;SPC MO C     -   291,900.      473,700.      MT  (+/- 180 meters Scaled)
 JD0301
 JD0301                          SUPERSEDED SURVEY CONTROL
 JD0301
 JD0301  NGVD 29 (??/??/92)  319.65   (m)         1048.7    (f) COMPUTED    2 0
 JD0301
 JD0301.Superseded values are not recommended for survey control.
 JD0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0301.See file dsdata.txt to determine how the superseded data were derived.
 JD0301
 JD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC173572(NAD 83)
 JD0301_MARKER: DZ = AZIMUTH MARK DISK
 JD0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0301_STAMPING: D6 B1
 JD0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0301+STABILITY: SURFACE MOTION
 JD0301
 JD0301  HISTORY     - Date     Condition        Report By
 JD0301  HISTORY     - UNK      MONUMENTED       DOD
 JD0301  HISTORY     - 1963     GOOD             NGS
 JD0301
 JD0301                          STATION DESCRIPTION
 JD0301
 JD0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0301'3.2 MI NE FROM VERSAILLES.
 JD0301'ABOUT 1.75 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0301'RAILWAY FROM THE STATION AT VERSAILLES, THENCE 1.15 MILES NORTH
 JD0301'ALONG STATE HIGHWAY 5 TO D 6 Z 1963, THENCE 0.3 MILE EAST ALONG
 JD0301'THE SOUTH SIDE OF A ROW OF TREES, THENCE 160 YARDS ACROSS
 JD0301'COUNTRY, IN SECTION 28, T 43 N, R 17 W, 72 FEET SOUTH OF A
 JD0301'EAST-WEST FENCE, 0.1 MILE NORTHWEST OF A LONE TREE IN A PASTURE,
 JD0301'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JD0301'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JD0301'CLYINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0302 ***********************************************************************
 JD0302  DESIGNATION -  D 6 B 2
 JD0302  PID         -  JD0302
 JD0302  STATE/COUNTY-  MO/MORGAN
 JD0302  USGS QUAD   -  VERSAILLES (1982)
 JD0302
 JD0302                         *CURRENT SURVEY CONTROL
 JD0302  ___________________________________________________________________
 JD0302* NAD 83(1986)-  38 27 37.     (N)    092 48 00.     (W)     SCALED    
 JD0302* NAVD 88     -       317.599  (meters)    1041.99   (feet)  ADJUSTED  
 JD0302  ___________________________________________________________________
 JD0302  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JD0302  DYNAMIC HT  -         317.373 (meters)    1041.25  (feet)  COMP
 JD0302  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 JD0302
 JD0302  VERT ORDER  -  SECOND    CLASS 0
 JD0302
 JD0302.The horizontal coordinates were scaled from a topographic map and have
 JD0302.an estimated accuracy of +/- 6 seconds.
 JD0302
 JD0302.The orthometric height was determined by differential leveling
 JD0302.and adjusted by the National Geodetic Survey in June 1991..
 JD0302
 JD0302.The geoid height was determined by GEOID03.
 JD0302
 JD0302.The dynamic height is computed by dividing the NAVD 88
 JD0302.geopotential number by the normal gravity value computed on the
 JD0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0302.degrees latitude (g = 980.6199 gals.).
 JD0302
 JD0302.The modeled gravity was interpolated from observed gravity values.
 JD0302
 JD0302;                    North         East    Units  Estimated Accuracy
 JD0302;SPC MO C     -   291,560.      473,820.      MT  (+/- 180 meters Scaled)
 JD0302
 JD0302                          SUPERSEDED SURVEY CONTROL
 JD0302
 JD0302  NGVD 29 (??/??/92)  317.49   (m)         1041.6    (f) COMPUTED    2 0
 JD0302
 JD0302.Superseded values are not recommended for survey control.
 JD0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0302.See file dsdata.txt to determine how the superseded data were derived.
 JD0302
 JD0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC174569(NAD 83)
 JD0302_MARKER: DZ = AZIMUTH MARK DISK
 JD0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0302_STAMPING: D6 B2
 JD0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0302+STABILITY: SURFACE MOTION
 JD0302
 JD0302  HISTORY     - Date     Condition        Report By
 JD0302  HISTORY     - UNK      MONUMENTED       DOD
 JD0302  HISTORY     - 1963     GOOD             NGS
 JD0302
 JD0302                          STATION DESCRIPTION
 JD0302
 JD0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0302'3.5 MI NE FROM VERSAILLES.
 JD0302'ABOUT 1.75 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0302'RAILWAY FROM THE STATION AT VERSAILLES, THENCE 1.15 MILES NORTH
 JD0302'ALONG STATE HIGHWAY 5, THENCE 0.3 MILE EAST ALONG THE SOUTH SIDE
 JD0302'OF A ROW OF TREES, THENCE 0.3 MILE SOUTHEAST ACROSS COUNTRY, IN
 JD0302'SECTION 28, T 43 N, R 17 W, 0.2 MILE SOUTHEAST OF A LONE TREE IN
 JD0302'A PASTURE, ABOUT 100 FEET NORTH OF A FENCE, AND THE TOP SURFACE
 JD0302'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 JD0302'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0303 ***********************************************************************
 JD0303  DESIGNATION -  D 6 Z
 JD0303  PID         -  JD0303
 JD0303  STATE/COUNTY-  MO/MORGAN
 JD0303  USGS QUAD   -  VERSAILLES (1982)
 JD0303
 JD0303                         *CURRENT SURVEY CONTROL
 JD0303  ___________________________________________________________________
 JD0303* NAD 83(1986)-  38 27 51.     (N)    092 48 34.     (W)     SCALED    
 JD0303* NAVD 88     -       314.799  (meters)    1032.80   (feet)  ADJUSTED  
 JD0303  ___________________________________________________________________
 JD0303  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD0303  DYNAMIC HT  -         314.574 (meters)    1032.06  (feet)  COMP
 JD0303  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 JD0303
 JD0303  VERT ORDER  -  SECOND    CLASS 0
 JD0303
 JD0303.The horizontal coordinates were scaled from a topographic map and have
 JD0303.an estimated accuracy of +/- 6 seconds.
 JD0303
 JD0303.The orthometric height was determined by differential leveling
 JD0303.and adjusted by the National Geodetic Survey in June 1991..
 JD0303
 JD0303.The geoid height was determined by GEOID03.
 JD0303
 JD0303.The dynamic height is computed by dividing the NAVD 88
 JD0303.geopotential number by the normal gravity value computed on the
 JD0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0303.degrees latitude (g = 980.6199 gals.).
 JD0303
 JD0303.The modeled gravity was interpolated from observed gravity values.
 JD0303
 JD0303;                    North         East    Units  Estimated Accuracy
 JD0303;SPC MO C     -   292,000.      473,000.      MT  (+/- 180 meters Scaled)
 JD0303
 JD0303                          SUPERSEDED SURVEY CONTROL
 JD0303
 JD0303  NGVD 29 (??/??/92)  314.69   (m)         1032.4    (f) COMPUTED    2 0
 JD0303
 JD0303.Superseded values are not recommended for survey control.
 JD0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0303.See file dsdata.txt to determine how the superseded data were derived.
 JD0303
 JD0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC166573(NAD 83)
 JD0303_MARKER: DS = TRIANGULATION STATION DISK
 JD0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0303_STAMPING: D 6 Z 1963
 JD0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0303+STABILITY: SURFACE MOTION
 JD0303
 JD0303  HISTORY     - Date     Condition        Report By
 JD0303  HISTORY     - 1963     MONUMENTED       CGS
 JD0303
 JD0303                          STATION DESCRIPTION
 JD0303
 JD0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0303'2.9 MI NE FROM VERSAILLES.
 JD0303'ABOUT 1.75 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0303'RAILWAY FROM THE STATION AT VERSAILLES, THENCE 1.15 MILES NORTH
 JD0303'ALONG STATE HIGHWAY 5, IN SECTION 20, T 43 N, R 17 W, NEAR THE
 JD0303'SOUTHEAST CORNER OF THE COUNTRY CLUB GOLF COURSE, 56 FEET WEST
 JD0303'OF THE CENTER LINE OF THE HIGHWAY, 118 FEET NORTH OF A CORNER
 JD0303'FENCE POST, 90 FEET NORTH OF D 6 Z R.M. 2, 104 FEET WEST OF AND
 JD0303'ACROSS THE HIGHWAY FROM D 6 Z R.M. 1, ABOUT 2 FEET ABOVE THE
 JD0303'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JD0303'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0300 ***********************************************************************
 JD0300  DESIGNATION -  D 6 Z RM 1
 JD0300  PID         -  JD0300
 JD0300  STATE/COUNTY-  MO/MORGAN
 JD0300  USGS QUAD   -  VERSAILLES (1982)
 JD0300
 JD0300                         *CURRENT SURVEY CONTROL
 JD0300  ___________________________________________________________________
 JD0300* NAD 83(1986)-  38 27 51.     (N)    092 48 32.     (W)     SCALED    
 JD0300* NAVD 88     -       314.948  (meters)    1033.29   (feet)  ADJUSTED  
 JD0300  ___________________________________________________________________
 JD0300  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD0300  DYNAMIC HT  -         314.724 (meters)    1032.56  (feet)  COMP
 JD0300  MODELED GRAV-     979,907.7   (mgal)                       NAVD 88
 JD0300
 JD0300  VERT ORDER  -  SECOND    CLASS 0
 JD0300
 JD0300.The horizontal coordinates were scaled from a topographic map and have
 JD0300.an estimated accuracy of +/- 6 seconds.
 JD0300
 JD0300.The orthometric height was determined by differential leveling
 JD0300.and adjusted by the National Geodetic Survey in June 1991..
 JD0300
 JD0300.The geoid height was determined by GEOID03.
 JD0300
 JD0300.The dynamic height is computed by dividing the NAVD 88
 JD0300.geopotential number by the normal gravity value computed on the
 JD0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0300.degrees latitude (g = 980.6199 gals.).
 JD0300
 JD0300.The modeled gravity was interpolated from observed gravity values.
 JD0300
 JD0300;                    North         East    Units  Estimated Accuracy
 JD0300;SPC MO C     -   292,000.      473,040.      MT  (+/- 180 meters Scaled)
 JD0300
 JD0300                          SUPERSEDED SURVEY CONTROL
 JD0300
 JD0300  NGVD 29 (??/??/92)  314.84   (m)         1032.9    (f) COMPUTED    2 0
 JD0300
 JD0300.Superseded values are not recommended for survey control.
 JD0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0300.See file dsdata.txt to determine how the superseded data were derived.
 JD0300
 JD0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC166573(NAD 83)
 JD0300_MARKER: DR = REFERENCE MARK DISK
 JD0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0300_STAMPING: D 6 Z NO 1 1963
 JD0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0300+STABILITY: SURFACE MOTION
 JD0300
 JD0300  HISTORY     - Date     Condition        Report By
 JD0300  HISTORY     - 1963     MONUMENTED       CGS
 JD0300
 JD0300                          STATION DESCRIPTION
 JD0300
 JD0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0300'2.9 MI NE FROM VERSAILLES.
 JD0300'ABOUT 1.75 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0300'RAILWAY FROM THE STATION AT VERSAILLES, THENCE 1.15 MILES NORTH
 JD0300'ALONG STATE HIGHWAY 5, IN SECTION 20, T 43 N, R 17 W, 48 FEET
 JD0300'EAST OF THE CENTER LINE OF THE HIGHWAY, 104 FEET EAST OF AND
 JD0300'ACROSS THE HIGHWAY FROM D 6 Z 1963, 1.5 FEET WEST OF A FENCE,
 JD0300'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0304 ***********************************************************************
 JD0304  DESIGNATION -  D 6 Z RM 2
 JD0304  PID         -  JD0304
 JD0304  STATE/COUNTY-  MO/MORGAN
 JD0304  USGS QUAD   -  VERSAILLES (1982)
 JD0304
 JD0304                         *CURRENT SURVEY CONTROL
 JD0304  ___________________________________________________________________
 JD0304* NAD 83(1986)-  38 27 49.     (N)    092 48 34.     (W)     SCALED    
 JD0304* NAVD 88     -       314.480  (meters)    1031.76   (feet)  ADJUSTED  
 JD0304  ___________________________________________________________________
 JD0304  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD0304  DYNAMIC HT  -         314.256 (meters)    1031.02  (feet)  COMP
 JD0304  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 JD0304
 JD0304  VERT ORDER  -  SECOND    CLASS 0
 JD0304
 JD0304.The horizontal coordinates were scaled from a topographic map and have
 JD0304.an estimated accuracy of +/- 6 seconds.
 JD0304
 JD0304.The orthometric height was determined by differential leveling
 JD0304.and adjusted by the National Geodetic Survey in June 1991..
 JD0304
 JD0304.The geoid height was determined by GEOID03.
 JD0304
 JD0304.The dynamic height is computed by dividing the NAVD 88
 JD0304.geopotential number by the normal gravity value computed on the
 JD0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0304.degrees latitude (g = 980.6199 gals.).
 JD0304
 JD0304.The modeled gravity was interpolated from observed gravity values.
 JD0304
 JD0304;                    North         East    Units  Estimated Accuracy
 JD0304;SPC MO C     -   291,940.      472,990.      MT  (+/- 180 meters Scaled)
 JD0304
 JD0304                          SUPERSEDED SURVEY CONTROL
 JD0304
 JD0304  NGVD 29 (??/??/92)  314.37   (m)         1031.4    (f) COMPUTED    2 0
 JD0304
 JD0304.Superseded values are not recommended for survey control.
 JD0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0304.See file dsdata.txt to determine how the superseded data were derived.
 JD0304
 JD0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC166572(NAD 83)
 JD0304_MARKER: DR = REFERENCE MARK DISK
 JD0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0304_STAMPING: D 6 Z NO 2 1963
 JD0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0304+STABILITY: SURFACE MOTION
 JD0304
 JD0304  HISTORY     - Date     Condition        Report By
 JD0304  HISTORY     - 1963     MONUMENTED       CGS
 JD0304
 JD0304                          STATION DESCRIPTION
 JD0304
 JD0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0304'2.9 MI NW FROM VERSAILLES.
 JD0304'ABOUT 1.75 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0304'RAILWAY FROM THE STATION AT VERSAILLES, THENCE 1.15 MILES NORTH
 JD0304'ALONG STATE HIGHWAY 5, IN SECTION 20, T 43 N, R 17 W, 49 FEET
 JD0304'WEST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET SOUTH OF D 6 Z
 JD0304'1963, 28 FEET NORTH OF A CORNER FENCE POST, 35 FEET NORTH OF THE
 JD0304'CENTER OF A GATE, 1.0 FOOT NORTH OF A TELEPHONE POLE, AND SET IN
 JD0304'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0223 ***********************************************************************
 GF0223  DESIGNATION -  D 60
 GF0223  PID         -  GF0223
 GF0223  STATE/COUNTY-  MO/STONE
 GF0223  USGS QUAD   -  REEDS SPRING (1989)
 GF0223
 GF0223                         *CURRENT SURVEY CONTROL
 GF0223  ___________________________________________________________________
 GF0223* NAD 83(1986)-  36 44 52.     (N)    093 22 33.     (W)     SCALED    
 GF0223* NAVD 88     -       365.674  (meters)    1199.72   (feet)  ADJUSTED  
 GF0223  ___________________________________________________________________
 GF0223  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GF0223  DYNAMIC HT  -         365.361 (meters)    1198.69  (feet)  COMP
 GF0223  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GF0223
 GF0223  VERT ORDER  -  SECOND    CLASS 0
 GF0223
 GF0223.The horizontal coordinates were scaled from a topographic map and have
 GF0223.an estimated accuracy of +/- 6 seconds.
 GF0223
 GF0223.The orthometric height was determined by differential leveling
 GF0223.and adjusted by the National Geodetic Survey in June 1991..
 GF0223
 GF0223.The geoid height was determined by GEOID03.
 GF0223
 GF0223.The dynamic height is computed by dividing the NAVD 88
 GF0223.geopotential number by the normal gravity value computed on the
 GF0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0223.degrees latitude (g = 980.6199 gals.).
 GF0223
 GF0223.The modeled gravity was interpolated from observed gravity values.
 GF0223
 GF0223;                    North         East    Units  Estimated Accuracy
 GF0223;SPC MO C     -   101,820.      421,790.      MT  (+/- 180 meters Scaled)
 GF0223
 GF0223                          SUPERSEDED SURVEY CONTROL
 GF0223
 GF0223  NGVD 29 (??/??/92)  365.531  (m)         1199.25   (f) ADJ UNCH    2 0
 GF0223
 GF0223.Superseded values are not recommended for survey control.
 GF0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0223.See file dsdata.txt to determine how the superseded data were derived.
 GF0223
 GF0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA664669(NAD 83)
 GF0223_MARKER: DB = BENCH MARK DISK
 GF0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0223_STAMPING: D-60 1934
 GF0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0223+STABILITY: SURFACE MOTION
 GF0223
 GF0223  HISTORY     - Date     Condition        Report By
 GF0223  HISTORY     - 1934     MONUMENTED       CGS
 GF0223
 GF0223                          STATION DESCRIPTION
 GF0223
 GF0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0223'AT REEDS SPRING.
 GF0223'AT REEDS SPRING, STONE COUNTY, 230 FEET SOUTHEAST OF THE SEMAPHORE
 GF0223'AT THE MISSOURI PACIFIC RAILROAD STATION, 5.7 FEET SOUTHEAST OF
 GF0223'POLE 460+25, AND 20 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.
 GF0223'A STANDARD DISK, STAMPED D 60 1934 AND SET IN THE TOP OF A
 GF0223'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0227 ***********************************************************************
 GF0227  DESIGNATION -  D 61
 GF0227  PID         -  GF0227
 GF0227  STATE/COUNTY-  MO/TANEY
 GF0227  USGS QUAD   -  GARBER (1989)
 GF0227
 GF0227                         *CURRENT SURVEY CONTROL
 GF0227  ___________________________________________________________________
 GF0227* NAD 83(1986)-  36 41 33.     (N)    093 18 05.     (W)     SCALED    
 GF0227* NAVD 88     -       280.414  (meters)     919.99   (feet)  ADJUSTED  
 GF0227  ___________________________________________________________________
 GF0227  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GF0227  DYNAMIC HT  -         280.171 (meters)     919.19  (feet)  COMP
 GF0227  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 GF0227
 GF0227  VERT ORDER  -  SECOND    CLASS 0
 GF0227
 GF0227.The horizontal coordinates were scaled from a topographic map and have
 GF0227.an estimated accuracy of +/- 6 seconds.
 GF0227
 GF0227.The orthometric height was determined by differential leveling
 GF0227.and adjusted by the National Geodetic Survey in June 1991..
 GF0227
 GF0227.The geoid height was determined by GEOID03.
 GF0227
 GF0227.The dynamic height is computed by dividing the NAVD 88
 GF0227.geopotential number by the normal gravity value computed on the
 GF0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0227.degrees latitude (g = 980.6199 gals.).
 GF0227
 GF0227.The modeled gravity was interpolated from observed gravity values.
 GF0227
 GF0227;                    North         East    Units  Estimated Accuracy
 GF0227;SPC MO C     -    95,630.      428,390.      MT  (+/- 180 meters Scaled)
 GF0227
 GF0227                          SUPERSEDED SURVEY CONTROL
 GF0227
 GF0227  NGVD 29 (??/??/92)  280.275  (m)          919.54   (f) ADJ UNCH    2 0
 GF0227
 GF0227.Superseded values are not recommended for survey control.
 GF0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0227.See file dsdata.txt to determine how the superseded data were derived.
 GF0227
 GF0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA730608(NAD 83)
 GF0227_MARKER: DB = BENCH MARK DISK
 GF0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0227_SP_SET: BRIDGE
 GF0227_STAMPING: D 61 1934
 GF0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0227
 GF0227  HISTORY     - Date     Condition        Report By
 GF0227  HISTORY     - 1934     MONUMENTED       CGS
 GF0227
 GF0227                          STATION DESCRIPTION
 GF0227
 GF0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0227'7.1 MI NW FROM BRANSON.
 GF0227'7.1 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GF0227'STATION AT BRANSON, TANEY COUNTY, 0.12 MILE WEST OF POLE 454+10,
 GF0227'AT STEEL BRIDGE 110 OVER ROARK CREEK, IN THE SOUTHEAST CORNER OF
 GF0227'THE CONCRETE SPAN AT THE EAST END OF THE BRIDGE, AND 9 FEET
 GF0227'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 GF0227'D 61 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0157 ***********************************************************************
 GF0157  DESIGNATION -  D 62
 GF0157  PID         -  GF0157
 GF0157  STATE/COUNTY-  MO/TANEY
 GF0157  USGS QUAD   -  BRADLEYVILLE (1982)
 GF0157
 GF0157                         *CURRENT SURVEY CONTROL
 GF0157  ___________________________________________________________________
 GF0157* NAD 83(1986)-  36 46 53.     (N)    092 57 33.     (W)     SCALED    
 GF0157* NAVD 88     -       274.690  (meters)     901.21   (feet)  ADJUSTED  
 GF0157  ___________________________________________________________________
 GF0157  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 GF0157  DYNAMIC HT  -         274.462 (meters)     900.46  (feet)  COMP
 GF0157  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 GF0157
 GF0157  VERT ORDER  -  SECOND    CLASS 0
 GF0157
 GF0157.The horizontal coordinates were scaled from a topographic map and have
 GF0157.an estimated accuracy of +/- 6 seconds.
 GF0157
 GF0157.The orthometric height was determined by differential leveling
 GF0157.and adjusted by the National Geodetic Survey in June 1991..
 GF0157
 GF0157.The geoid height was determined by GEOID03.
 GF0157
 GF0157.The dynamic height is computed by dividing the NAVD 88
 GF0157.geopotential number by the normal gravity value computed on the
 GF0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0157.degrees latitude (g = 980.6199 gals.).
 GF0157
 GF0157.The modeled gravity was interpolated from observed gravity values.
 GF0157
 GF0157;                    North         East    Units  Estimated Accuracy
 GF0157;SPC MO C     -   105,290.      459,020.      MT  (+/- 180 meters Scaled)
 GF0157
 GF0157                          SUPERSEDED SURVEY CONTROL
 GF0157
 GF0157  NGVD 29 (??/??/92)  274.558  (m)          900.78   (f) ADJ UNCH    2 0
 GF0157
 GF0157.Superseded values are not recommended for survey control.
 GF0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0157.See file dsdata.txt to determine how the superseded data were derived.
 GF0157
 GF0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA036706(NAD 83)
 GF0157_MARKER: DB = BENCH MARK DISK
 GF0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0157_SP_SET: BRIDGE
 GF0157_STAMPING: D 62 1934
 GF0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0157
 GF0157  HISTORY     - Date     Condition        Report By
 GF0157  HISTORY     - 1934     MONUMENTED       CGS
 GF0157
 GF0157                          STATION DESCRIPTION
 GF0157
 GF0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0157'3.3 MI SW FROM BRADLEYVILLE.
 GF0157'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 76 FROM THE JUNCTION
 GF0157'WITH COUNTY HIGHWAY A AT BRADLEYVILLE, TANEY COUNTY, AT BRIDGE
 GF0157'S 598 OVER A GULCH, IN THE TOP OF THE EAST WINGWALL, AND 2.5 FEET
 GF0157'SOUTH OF THE EAST END OF THE SOUTH GUARD RAIL.  A STANDARD DISK,
 GF0157'STAMPED D 62 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0344 ***********************************************************************
 HD0344  DESIGNATION -  D 63
 HD0344  PID         -  HD0344
 HD0344  STATE/COUNTY-  MO/DOUGLAS
 HD0344  USGS QUAD   -  MANSFIELD (1985)
 HD0344
 HD0344                         *CURRENT SURVEY CONTROL
 HD0344  ___________________________________________________________________
 HD0344* NAD 83(1986)-  37 01 38.     (N)    092 35 41.     (W)     SCALED    
 HD0344* NAVD 88     -       321.401  (meters)    1054.46   (feet)  ADJUSTED  
 HD0344  ___________________________________________________________________
 HD0344  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HD0344  DYNAMIC HT  -         321.141 (meters)    1053.61  (feet)  COMP
 HD0344  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 HD0344
 HD0344  VERT ORDER  -  SECOND    CLASS 0
 HD0344
 HD0344.The horizontal coordinates were scaled from a topographic map and have
 HD0344.an estimated accuracy of +/- 6 seconds.
 HD0344
 HD0344.The orthometric height was determined by differential leveling
 HD0344.and adjusted by the National Geodetic Survey in June 1991..
 HD0344
 HD0344.The geoid height was determined by GEOID03.
 HD0344
 HD0344.The dynamic height is computed by dividing the NAVD 88
 HD0344.geopotential number by the normal gravity value computed on the
 HD0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0344.degrees latitude (g = 980.6199 gals.).
 HD0344
 HD0344.The modeled gravity was interpolated from observed gravity values.
 HD0344
 HD0344;                    North         East    Units  Estimated Accuracy
 HD0344;SPC MO C     -   132,480.      491,570.      MT  (+/- 180 meters Scaled)
 HD0344
 HD0344                          SUPERSEDED SURVEY CONTROL
 HD0344
 HD0344  NGVD 29 (??/??/92)  321.257  (m)         1053.99   (f) ADJ UNCH    2 0
 HD0344
 HD0344.Superseded values are not recommended for survey control.
 HD0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0344.See file dsdata.txt to determine how the superseded data were derived.
 HD0344
 HD0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA360979(NAD 83)
 HD0344_MARKER: DB = BENCH MARK DISK
 HD0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0344_SP_SET: BRIDGE
 HD0344_STAMPING: D 63 1934
 HD0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0344
 HD0344  HISTORY     - Date     Condition        Report By
 HD0344  HISTORY     - 1934     MONUMENTED       CGS
 HD0344  HISTORY     - 1977     GOOD             NGS
 HD0344  HISTORY     - 1977     GOOD             NGS
 HD0344  HISTORY     - 1988     GOOD             USPSQD
 HD0344
 HD0344                          STATION DESCRIPTION
 HD0344
 HD0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0344'7.8 MI NE FROM AVA.
 HD0344'7.8 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE COUNTY
 HD0344'COURTHOUSE AT AVA, DOUGLAS COUNTY, AT BRIDGE G 500 OVER BRYANT
 HD0344'CREEK, AT THE NORTH END OF THE BRIDGE, AND IN THE TOP OF THE
 HD0344'SOUTH END OF THE WINGWALL.  A STANDARD DISK, STAMPED D 63 1934.
 HD0344
 HD0344                          STATION RECOVERY (1977)
 HD0344
 HD0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0344'IT IS 7.0 MILES SOUTH ALONG SURFACED ROAD FROM THE INTERSECTION OF
 HD0344'BUSINESS HIGHWAY 60 AND COUNTY ROUTE U WHICH IS IN THE SE PART OF
 HD0344'MANSFIELD.
 HD0344
 HD0344                          STATION RECOVERY (1977)
 HD0344
 HD0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0344'IT IS 7.0 MILES SOUTH ALONG SURFACED ROAD FROM THE INTERSECTION OF
 HD0344'BUSINESS HIGHWAY 60 AND COUNTY ROUTE U WHICH IS IN THE SE PART OF
 HD0344'MANSFIELD.
 HD0344
 HD0344                          STATION RECOVERY (1988)
 HD0344
 HD0344'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0707 ***********************************************************************
 HD0707  DESIGNATION -  D 64
 HD0707  PID         -  HD0707
 HD0707  STATE/COUNTY-  MO/GREENE
 HD0707  USGS QUAD   -  GALLOWAY (1975)
 HD0707
 HD0707                         *CURRENT SURVEY CONTROL
 HD0707  ___________________________________________________________________
 HD0707* NAD 83(1986)-  37 08 34.     (N)    093 14 21.     (W)     SCALED    
 HD0707* NAVD 88     -       361.415  (meters)    1185.74   (feet)  ADJUSTED  
 HD0707  ___________________________________________________________________
 HD0707  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HD0707  DYNAMIC HT  -         361.121 (meters)    1184.78  (feet)  COMP
 HD0707  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 HD0707
 HD0707  VERT ORDER  -  FIRST     CLASS II
 HD0707
 HD0707.The horizontal coordinates were scaled from a topographic map and have
 HD0707.an estimated accuracy of +/- 6 seconds.
 HD0707
 HD0707.The orthometric height was determined by differential leveling
 HD0707.and adjusted by the National Geodetic Survey in June 1991..
 HD0707
 HD0707.The geoid height was determined by GEOID03.
 HD0707
 HD0707.The dynamic height is computed by dividing the NAVD 88
 HD0707.geopotential number by the normal gravity value computed on the
 HD0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0707.degrees latitude (g = 980.6199 gals.).
 HD0707
 HD0707.The modeled gravity was interpolated from observed gravity values.
 HD0707
 HD0707;                    North         East    Units  Estimated Accuracy
 HD0707;SPC MO C     -   145,550.      434,330.      MT  (+/- 180 meters Scaled)
 HD0707
 HD0707                          SUPERSEDED SURVEY CONTROL
 HD0707
 HD0707  NGVD 29 (10/05/93)  361.266  (m)         1185.25   (f) ADJUSTED    1 2
 HD0707
 HD0707.Superseded values are not recommended for survey control.
 HD0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0707.See file dsdata.txt to determine how the superseded data were derived.
 HD0707
 HD0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB787107(NAD 83)
 HD0707_MARKER: DB = BENCH MARK DISK
 HD0707_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HD0707_SP_SET: WINGWALL
 HD0707_STAMPING: D 64 1934
 HD0707_MARK LOGO: CGS   
 HD0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0707+STABILITY: SURFACE MOTION
 HD0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0707+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 HD0707
 HD0707  HISTORY     - Date     Condition        Report By
 HD0707  HISTORY     - 1934     MONUMENTED       CGS
 HD0707  HISTORY     - 1942     GOOD             NGS
 HD0707  HISTORY     - 19891010 GOOD             NGS
 HD0707
 HD0707                          STATION DESCRIPTION
 HD0707
 HD0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HD0707'6.8 MI SE FROM SPRINGFIELD.
 HD0707'6.8 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0707'FROM THE PASSENGER STATION AT SPRINGFIELD, GREENE COUNTY, 165
 HD0707'FEET SOUTH OF MILEPOST 246, ACROSS THE TRACK FROM ASH GROVE LIME
 HD0707'AND PORTLAND CEMENT CO. PLANT 2, 63.5 FEET EAST OF THE CENTERLINE
 HD0707'OF THE NORTH END OF A RAILROAD BRIDGE, ON U.S. HIGHWAY 60, AT
 HD0707'HIGHWAY BRIDGE G 810, IN THE TOP OF THE WEST END OF THE NORTH
 HD0707'WINGWALL, AND 2 FEET WEST OF THE NORTH END OF THE WEST GUARD RAIL.
 HD0707'A STANDARD DISK, STAMPED D 64 1934.
 HD0707
 HD0707                          STATION RECOVERY (1989)
 HD0707
 HD0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0707'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.7 KM
 HD0707'(0.45 MI) NORTHERLY ALONG SOUTH PINE AVENUE FROM ITS JUNCTION WITH
 HD0707'EAST REPUBLIC STREET IN GALLOWAY, IN TOP OF AND 0.3 M (1.0 FT) EAST
 HD0707'OF THE WEST END OF THE NORTHWEST WINGWALL OF A SMALL BRIDGE, 4.1 M
 HD0707'(13.5 FT) WEST OF THE CENTERLINE OF THE AVENUE, AND LEVEL WITH THE
 HD0707'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0273 ***********************************************************************
 GF0273  DESIGNATION -  D 65
 GF0273  PID         -  GF0273
 GF0273  STATE/COUNTY-  MO/CHRISTIAN
 GF0273  USGS QUAD   -  GARRISON (1955)
 GF0273
 GF0273                         *CURRENT SURVEY CONTROL
 GF0273  ___________________________________________________________________
 GF0273* NAD 83(1986)-  36 52 00.     (N)    093 06 17.     (W)     SCALED    
 GF0273* NAVD 88     -       396.520  (meters)    1300.92   (feet)  ADJUSTED  
 GF0273  ___________________________________________________________________
 GF0273  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GF0273  DYNAMIC HT  -         396.189 (meters)    1299.83  (feet)  COMP
 GF0273  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 GF0273
 GF0273  VERT ORDER  -  SECOND    CLASS 0
 GF0273
 GF0273.The horizontal coordinates were scaled from a topographic map and have
 GF0273.an estimated accuracy of +/- 6 seconds.
 GF0273
 GF0273.The orthometric height was determined by differential leveling
 GF0273.and adjusted by the National Geodetic Survey in June 1991..
 GF0273
 GF0273.The geoid height was determined by GEOID03.
 GF0273
 GF0273.The dynamic height is computed by dividing the NAVD 88
 GF0273.geopotential number by the normal gravity value computed on the
 GF0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0273.degrees latitude (g = 980.6199 gals.).
 GF0273
 GF0273.The modeled gravity was interpolated from observed gravity values.
 GF0273
 GF0273;                    North         East    Units  Estimated Accuracy
 GF0273;SPC MO C     -   114,830.      446,080.      MT  (+/- 180 meters Scaled)
 GF0273
 GF0273                          SUPERSEDED SURVEY CONTROL
 GF0273
 GF0273  NGVD 29 (??/??/92)  396.387  (m)         1300.48   (f) ADJ UNCH    2 0
 GF0273
 GF0273.Superseded values are not recommended for survey control.
 GF0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0273.See file dsdata.txt to determine how the superseded data were derived.
 GF0273
 GF0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA906800(NAD 83)
 GF0273_MARKER: DB = BENCH MARK DISK
 GF0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0273_SP_SET: CONCRETE FLOOR
 GF0273_STAMPING: D 65 1934
 GF0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0273
 GF0273  HISTORY     - Date     Condition        Report By
 GF0273  HISTORY     - 1934     MONUMENTED       CGS
 GF0273
 GF0273                          STATION DESCRIPTION
 GF0273
 GF0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0273'6.1 MI S FROM CHADWICK.
 GF0273'6.1 MILES SOUTH ALONG THE PINE RIDGE ROAD FROM THE CONSOLIDATED
 GF0273'SCHOOL AT CHADWICK, CHRISTIAN COUNTY, AT OAKWOOD SCHOOL, DISTRICT
 GF0273'74, 8.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE,
 GF0273'AND IN THE TOP OF THE CONCRETE FLOOR OF A CISTERN.  A STANDARD
 GF0273'DISK, STAMPED D 65 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0012 ***********************************************************************
 GF0012  DESIGNATION -  D 67
 GF0012  PID         -  GF0012
 GF0012  STATE/COUNTY-  MO/OZARK
 GF0012  USGS QUAD   -  UDALL (1968)
 GF0012
 GF0012                         *CURRENT SURVEY CONTROL
 GF0012  ___________________________________________________________________
 GF0012* NAD 83(1986)-  36 35 14.     (N)    092 17 21.     (W)     SCALED    
 GF0012* NAVD 88     -       178.477  (meters)     585.55   (feet)  ADJUSTED  
 GF0012  ___________________________________________________________________
 GF0012  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GF0012  DYNAMIC HT  -         178.329 (meters)     585.07  (feet)  COMP
 GF0012  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 GF0012
 GF0012  VERT ORDER  -  SECOND    CLASS 0
 GF0012
 GF0012.The horizontal coordinates were scaled from a topographic map and have
 GF0012.an estimated accuracy of +/- 6 seconds.
 GF0012
 GF0012.The orthometric height was determined by differential leveling
 GF0012.and adjusted by the National Geodetic Survey in June 1991..
 GF0012
 GF0012.The geoid height was determined by GEOID03.
 GF0012
 GF0012.The dynamic height is computed by dividing the NAVD 88
 GF0012.geopotential number by the normal gravity value computed on the
 GF0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0012.degrees latitude (g = 980.6199 gals.).
 GF0012
 GF0012.The modeled gravity was interpolated from observed gravity values.
 GF0012
 GF0012;                    North         East    Units  Estimated Accuracy
 GF0012;SPC MO C     -    83,670.      518,870.      MT  (+/- 180 meters Scaled)
 GF0012
 GF0012                          SUPERSEDED SURVEY CONTROL
 GF0012
 GF0012  NGVD 29 (??/??/92)  178.341  (m)          585.11   (f) ADJ UNCH    2 0
 GF0012
 GF0012.Superseded values are not recommended for survey control.
 GF0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0012.See file dsdata.txt to determine how the superseded data were derived.
 GF0012
 GF0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA635493(NAD 83)
 GF0012_MARKER: DB = BENCH MARK DISK
 GF0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0012_SP_SET: BRIDGE
 GF0012_STAMPING: D 67 1934
 GF0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0012
 GF0012  HISTORY     - Date     Condition        Report By
 GF0012  HISTORY     - 1934     MONUMENTED       CGS
 GF0012  HISTORY     - 1987     GOOD             USPSQD
 GF0012  HISTORY     - 1988     MARK NOT FOUND   LOCSUR
 GF0012  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GF0012
 GF0012                          STATION DESCRIPTION
 GF0012
 GF0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0012'AT TECUMSEH.
 GF0012'AT TECUMSEH, OZARK COUNTY, AT STEEL BRIDGE F 443 OVER NORTH
 GF0012'FORK RIVER, 2 FEET SOUTH OF THE WEST END OF THE SOUTH GUARD
 GF0012'RAIL, AND IN THE TOP OF THE SOUTH END OF THE WEST WINGWALL.
 GF0012'A STANDARD DISK, STAMPED D 67 1934.
 GF0012
 GF0012                          STATION RECOVERY (1987)
 GF0012
 GF0012'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0012'RECOVERED IN GOOD CONDITION.
 GF0012
 GF0012                          STATION RECOVERY (1988)
 GF0012
 GF0012'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (CG)
 GF0012'MARK NOT FOUND.
 GF0012
 GF0012                          STATION RECOVERY (1988)
 GF0012
 GF0012'RECOVERY NOTE BY US POWER SQUADRON 1988 (CG)
 GF0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0421 ***********************************************************************
 GE0421  DESIGNATION -  D 68
 GE0421  PID         -  GE0421
 GE0421  STATE/COUNTY-  MO/OREGON
 GE0421  USGS QUAD   -  RIVERTON (1965)
 GE0421
 GE0421                         *CURRENT SURVEY CONTROL
 GE0421  ___________________________________________________________________
 GE0421* NAD 83(1986)-  36 39 53.     (N)    091 07 56.     (W)     SCALED    
 GE0421* NAVD 88     -       216.258  (meters)     709.51   (feet)  ADJUSTED  
 GE0421  ___________________________________________________________________
 GE0421  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GE0421  DYNAMIC HT  -         216.078 (meters)     708.92  (feet)  COMP
 GE0421  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 GE0421
 GE0421  VERT ORDER  -  SECOND    CLASS 0
 GE0421
 GE0421.The horizontal coordinates were scaled from a topographic map and have
 GE0421.an estimated accuracy of +/- 6 seconds.
 GE0421
 GE0421.The orthometric height was determined by differential leveling
 GE0421.and adjusted by the National Geodetic Survey in June 1991..
 GE0421
 GE0421.The geoid height was determined by GEOID03.
 GE0421
 GE0421.The dynamic height is computed by dividing the NAVD 88
 GE0421.geopotential number by the normal gravity value computed on the
 GE0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0421.degrees latitude (g = 980.6199 gals.).
 GE0421
 GE0421.The modeled gravity was interpolated from observed gravity values.
 GE0421
 GE0421;                    North         East    Units  Estimated Accuracy
 GE0421;SPC MO E     -    92,430.      193,480.      MT  (+/- 180 meters Scaled)
 GE0421
 GE0421                          SUPERSEDED SURVEY CONTROL
 GE0421
 GE0421  NGVD 29 (??/??/92)  216.155  (m)          709.17   (f) ADJ UNCH    2 0
 GE0421
 GE0421.Superseded values are not recommended for survey control.
 GE0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0421.See file dsdata.txt to determine how the superseded data were derived.
 GE0421
 GE0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA669593(NAD 83)
 GE0421_MARKER: DB = BENCH MARK DISK
 GE0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0421_STAMPING: D 68 1934
 GE0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0421+STABILITY: SURFACE MOTION
 GE0421
 GE0421  HISTORY     - Date     Condition        Report By
 GE0421  HISTORY     - 1934     MONUMENTED       CGS
 GE0421  HISTORY     - 1964     MARK NOT FOUND   USGS
 GE0421
 GE0421                          STATION DESCRIPTION
 GE0421
 GE0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0421'4.9 MI E FROM RIVERTON.
 GE0421'4.9 MILES EAST ALONG STATE HIGHWAY 14 FROM BRIDGE K 272 OVER
 GE0421'ELEVEN POINTS RIVER AT RIVERTON, OREGON COUNTY, 0.7 MILE WEST OF
 GE0421'THE RIPLEY-OREGON COUNTY LINE, 60 FEET NORTHEAST OF THE SOUTHEAST
 GE0421'CORNER OF A FARMYARD FENCE, 36 FEET NORTH OF A MAIL BOX, 37 FEET
 GE0421'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET HIGHER
 GE0421'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 68 1934 AND SET
 GE0421'IN THE TOP OF A CONCRETE POST.
 GE0421
 GE0421                          STATION RECOVERY (1964)
 GE0421
 GE0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GE0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0223 ***********************************************************************
 HD0223  DESIGNATION -  D 7
 HD0223  PID         -  HD0223
 HD0223  STATE/COUNTY-  MO/WRIGHT
 HD0223  USGS QUAD   -  NORWOOD (1985)
 HD0223
 HD0223                         *CURRENT SURVEY CONTROL
 HD0223  ___________________________________________________________________
 HD0223* NAD 83(1986)-  37 06 30.     (N)    092 23 08.     (W)     SCALED    
 HD0223* NAVD 88     -       440.064  (meters)    1443.78   (feet)  ADJUSTED  
 HD0223  ___________________________________________________________________
 HD0223  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HD0223  DYNAMIC HT  -         439.700 (meters)    1442.58  (feet)  COMP
 HD0223  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 HD0223
 HD0223  VERT ORDER  -  FIRST     CLASS II
 HD0223
 HD0223.The horizontal coordinates were scaled from a topographic map and have
 HD0223.an estimated accuracy of +/- 6 seconds.
 HD0223
 HD0223.The orthometric height was determined by differential leveling
 HD0223.and adjusted by the National Geodetic Survey in June 1991..
 HD0223
 HD0223.The geoid height was determined by GEOID03.
 HD0223
 HD0223.The dynamic height is computed by dividing the NAVD 88
 HD0223.geopotential number by the normal gravity value computed on the
 HD0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0223.degrees latitude (g = 980.6199 gals.).
 HD0223
 HD0223.The modeled gravity was interpolated from observed gravity values.
 HD0223
 HD0223;                    North         East    Units  Estimated Accuracy
 HD0223;SPC MO C     -   141,480.      510,170.      MT  (+/- 180 meters Scaled)
 HD0223
 HD0223                          SUPERSEDED SURVEY CONTROL
 HD0223
 HD0223  NGVD 29 (??/??/92)  439.904  (m)         1443.25   (f) ADJ UNCH    1 2
 HD0223
 HD0223.Superseded values are not recommended for survey control.
 HD0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0223.See file dsdata.txt to determine how the superseded data were derived.
 HD0223
 HD0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB545070(NAD 83)
 HD0223_MARKER: DB = BENCH MARK DISK
 HD0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0223_SP_SET: CONCRETE POST
 HD0223_STAMPING: D 7 1928 1443.252
 HD0223_MARK LOGO: CGS   
 HD0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0223+STABILITY: SURFACE MOTION
 HD0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0223+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1989
 HD0223
 HD0223  HISTORY     - Date     Condition        Report By
 HD0223  HISTORY     - 1928     MONUMENTED       CGS
 HD0223  HISTORY     - 1934     GOOD             NGS
 HD0223  HISTORY     - 19890925 GOOD             NGS
 HD0223
 HD0223                          STATION DESCRIPTION
 HD0223
 HD0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0223'1.7 MI E FROM NORWOOD.
 HD0223'1.7 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0223'THE STATION AT NORWOOD, WRIGHT COUNTY, 7 RAILS SOUTHWEST OF
 HD0223'SEMAPHORE 262.1, AT THE NORTHWEST CORNER OF A PRIVATE-ROAD CROSSING,
 HD0223'50 FEET WEST OF THE CENTER OF THE CROSSING, 37 FEET NORTHWEST OF
 HD0223'THE CENTERLINE OF THE TRACK, 33 FEET SOUTHWEST OF THE CENTERLINE
 HD0223'OF THE PRIVATE ROAD, 7 FEET NORTHEAST OF POLE 262, AND 12-1/2
 HD0223'FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE.  A STANDARD
 HD0223'DISK, STAMPED 1443.252 D 7 1928 AND SET IN THE TOP OF A CONCRETE
 HD0223'POST PROJECTING 5 INCHES ABOVE GROUND.
 HD0223
 HD0223                          STATION RECOVERY (1989)
 HD0223
 HD0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0223'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.9 KM
 HD0223'(1.80 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 HD0223'JUNCTION WITH STATE HIGHWAY C IN NORWOOD, 17.5 M (57.4 FT) NORTHWEST
 HD0223'FROM UTILITY POLE NUMBER 262, 15.3 M (50.2 FT) SOUTHWEST OF THE
 HD0223'CENTER OF AN ABANDONED ROAD, 10.5 M (34.4 FT) NORTHWEST OF THE NEAR
 HD0223'RAIL, 3.8 M (12.5 FT) SOUTHEAST OF A FENCE, 0.6 M (2.0 FT) BELOW THE
 HD0223'LEVEL OF THE TRACK, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.03 M
 HD0223'(0.1 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0460 ***********************************************************************
 JD0460  DESIGNATION -  D 7 B 1
 JD0460  PID         -  JD0460
 JD0460  STATE/COUNTY-  MO/MORGAN
 JD0460  USGS QUAD   -  FORTUNA (1985)
 JD0460
 JD0460                         *CURRENT SURVEY CONTROL
 JD0460  ___________________________________________________________________
 JD0460* NAD 83(1986)-  38 32 14.     (N)    092 47 53.     (W)     SCALED    
 JD0460* NAVD 88     -       288.497  (meters)     946.51   (feet)  ADJUSTED  
 JD0460  ___________________________________________________________________
 JD0460  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD0460  DYNAMIC HT  -         288.294 (meters)     945.84  (feet)  COMP
 JD0460  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 JD0460
 JD0460  VERT ORDER  -  SECOND    CLASS 0
 JD0460
 JD0460.The horizontal coordinates were scaled from a topographic map and have
 JD0460.an estimated accuracy of +/- 6 seconds.
 JD0460
 JD0460.The orthometric height was determined by differential leveling
 JD0460.and adjusted by the National Geodetic Survey in June 1991..
 JD0460
 JD0460.The geoid height was determined by GEOID03.
 JD0460
 JD0460.The dynamic height is computed by dividing the NAVD 88
 JD0460.geopotential number by the normal gravity value computed on the
 JD0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0460.degrees latitude (g = 980.6199 gals.).
 JD0460
 JD0460.The modeled gravity was interpolated from observed gravity values.
 JD0460
 JD0460;                    North         East    Units  Estimated Accuracy
 JD0460;SPC MO C     -   300,100.      474,020.      MT  (+/- 180 meters Scaled)
 JD0460
 JD0460                          SUPERSEDED SURVEY CONTROL
 JD0460
 JD0460  NGVD 29 (??/??/92)  288.39   (m)          946.2    (f) COMPUTED    2 0
 JD0460
 JD0460.Superseded values are not recommended for survey control.
 JD0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0460.See file dsdata.txt to determine how the superseded data were derived.
 JD0460
 JD0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC176654(NAD 83)
 JD0460_MARKER: DZ = AZIMUTH MARK DISK
 JD0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0460_STAMPING: D7 B1
 JD0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0460+STABILITY: SURFACE MOTION
 JD0460
 JD0460  HISTORY     - Date     Condition        Report By
 JD0460  HISTORY     - UNK      MONUMENTED       DOD
 JD0460  HISTORY     - 1963     GOOD             NGS
 JD0460
 JD0460                          STATION DESCRIPTION
 JD0460
 JD0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0460'2.4 MI S FROM FORTUNA.
 JD0460'ABOUT 0.1 MILE EAST ALONG STATE ROAD FF FROM THE POST OFFICE
 JD0460'AT FORTUNA, THENCE 2.35 MILES SOUTH ALONG STATE HIGHWAY 5, IN
 JD0460'SECTION 33, T 44 N, R 17 W, 54 FEET WEST OF THE CENTER LINE OF
 JD0460'THE HIGHWAY, 9.0 FEET NORTH OF A POWER POLE, AND THE TOP SURFACE
 JD0460'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 JD0460'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0461 ***********************************************************************
 JD0461  DESIGNATION -  D 7 B 2
 JD0461  PID         -  JD0461
 JD0461  STATE/COUNTY-  MO/MORGAN
 JD0461  USGS QUAD   -  FORTUNA (1985)
 JD0461
 JD0461                         *CURRENT SURVEY CONTROL
 JD0461  ___________________________________________________________________
 JD0461* NAD 83(1986)-  38 32 02.     (N)    092 47 52.     (W)     SCALED    
 JD0461* NAVD 88     -       278.834  (meters)     914.81   (feet)  ADJUSTED  
 JD0461  ___________________________________________________________________
 JD0461  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD0461  DYNAMIC HT  -         278.637 (meters)     914.16  (feet)  COMP
 JD0461  MODELED GRAV-     979,918.5   (mgal)                       NAVD 88
 JD0461
 JD0461  VERT ORDER  -  SECOND    CLASS 0
 JD0461
 JD0461.The horizontal coordinates were scaled from a topographic map and have
 JD0461.an estimated accuracy of +/- 6 seconds.
 JD0461
 JD0461.The orthometric height was determined by differential leveling
 JD0461.and adjusted by the National Geodetic Survey in June 1991..
 JD0461
 JD0461.The geoid height was determined by GEOID03.
 JD0461
 JD0461.The dynamic height is computed by dividing the NAVD 88
 JD0461.geopotential number by the normal gravity value computed on the
 JD0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0461.degrees latitude (g = 980.6199 gals.).
 JD0461
 JD0461.The modeled gravity was interpolated from observed gravity values.
 JD0461
 JD0461;                    North         East    Units  Estimated Accuracy
 JD0461;SPC MO C     -   299,730.      474,040.      MT  (+/- 180 meters Scaled)
 JD0461
 JD0461                          SUPERSEDED SURVEY CONTROL
 JD0461
 JD0461  NGVD 29 (??/??/92)  278.73   (m)          914.5    (f) COMPUTED    2 0
 JD0461
 JD0461.Superseded values are not recommended for survey control.
 JD0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0461.See file dsdata.txt to determine how the superseded data were derived.
 JD0461
 JD0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC176650(NAD 83)
 JD0461_MARKER: DZ = AZIMUTH MARK DISK
 JD0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0461_STAMPING: D7 B2
 JD0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0461+STABILITY: SURFACE MOTION
 JD0461
 JD0461  HISTORY     - Date     Condition        Report By
 JD0461  HISTORY     - UNK      MONUMENTED       DOD
 JD0461  HISTORY     - 1963     GOOD             NGS
 JD0461
 JD0461                          STATION DESCRIPTION
 JD0461
 JD0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0461'2.7 MI S FROM FORTUNA.
 JD0461'ABOUT 0.1 MILE EAST ALONG STATE ROAD FF FROM THE POST OFFICE
 JD0461'AT FORTUNA, THENCE 2.6 MILES SOUTH ALONG STATE HIGHWAY 5, IN
 JD0461'SECTION 33, T 44 N, R 17 W, AT A CROSSING OF THE HIGHWAY AND
 JD0461'AN UNDERGROUND CABLE, 94 YARDS NORTHEAST OF THE CENTER LINE OF
 JD0461'THE HIGHWAY, NORTHEAST OF A GATE, 53 YARDS NORTHWEST OF A LARGE
 JD0461'TREE WHICH IS THE FIRST TREE NORTHEAST OF A CROSSING OF THE
 JD0461'CABLE AND CREEK, 50 YARDS NORTHWEST OF THE SOUTHEAST EDGE OF A
 JD0461'CULTIVATED FIELD, AND THE TOP SURFACE OVER THE CENTER HOLE OF
 JD0461'A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD0461'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0463 ***********************************************************************
 JD0463  DESIGNATION -  D 7 Z
 JD0463  PID         -  JD0463
 JD0463  STATE/COUNTY-  MO/MORGAN
 JD0463  USGS QUAD   -  FORTUNA (1985)
 JD0463
 JD0463                         *CURRENT SURVEY CONTROL
 JD0463  ___________________________________________________________________
 JD0463* NAD 83(1986)-  38 31 34.     (N)    092 47 55.     (W)     SCALED    
 JD0463* NAVD 88     -       299.823  (meters)     983.67   (feet)  ADJUSTED  
 JD0463  ___________________________________________________________________
 JD0463  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD0463  DYNAMIC HT  -         299.612 (meters)     982.98  (feet)  COMP
 JD0463  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 JD0463
 JD0463  VERT ORDER  -  SECOND    CLASS 0
 JD0463
 JD0463.The horizontal coordinates were scaled from a topographic map and have
 JD0463.an estimated accuracy of +/- 6 seconds.
 JD0463
 JD0463.The orthometric height was determined by differential leveling
 JD0463.and adjusted by the National Geodetic Survey in June 1991..
 JD0463
 JD0463.The geoid height was determined by GEOID03.
 JD0463
 JD0463.The dynamic height is computed by dividing the NAVD 88
 JD0463.geopotential number by the normal gravity value computed on the
 JD0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0463.degrees latitude (g = 980.6199 gals.).
 JD0463
 JD0463.The modeled gravity was interpolated from observed gravity values.
 JD0463
 JD0463;                    North         East    Units  Estimated Accuracy
 JD0463;SPC MO C     -   298,870.      473,960.      MT  (+/- 180 meters Scaled)
 JD0463
 JD0463                          SUPERSEDED SURVEY CONTROL
 JD0463
 JD0463  NGVD 29 (??/??/92)  299.71   (m)          983.3    (f) COMPUTED    2 0
 JD0463
 JD0463.Superseded values are not recommended for survey control.
 JD0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0463.See file dsdata.txt to determine how the superseded data were derived.
 JD0463
 JD0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC175642(NAD 83)
 JD0463_MARKER: DS = TRIANGULATION STATION DISK
 JD0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0463_STAMPING: D 7 Z 1963
 JD0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0463+STABILITY: SURFACE MOTION
 JD0463
 JD0463  HISTORY     - Date     Condition        Report By
 JD0463  HISTORY     - 1963     MONUMENTED       CGS
 JD0463
 JD0463                          STATION DESCRIPTION
 JD0463
 JD0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0463'3.3 MI S FROM FORTUNE.
 JD0463'ABOUT 0.1 MILE EAST ALONG STATE ROAD FF FROM THE POST OFFICE
 JD0463'AT FORTUNA, THENCE 3.1 MILES SOUTH ALONG STATE HIGHWAY 5, THENCE
 JD0463'0.1 MILE SOUTHEAST ACROSS COUNTRY, IN SECTION 33, T 44 N, R 17 W,
 JD0463'WEST OF AND A GRAVELED ROAD FROM THE ERNEST MACHEMER FARMHOUSE,
 JD0463'30 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 94.4 FEET
 JD0463'NORTHWEST OF D 7 Z R.M. 2, 58 FEET SOUTHWEST OF AND ACROSS THE
 JD0463'ROAD FROM D 7 Z R.M. 1, 2.5 FEET SOUTHWEST OF A METAL WITNESS
 JD0463'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JD0463'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0462 ***********************************************************************
 JD0462  DESIGNATION -  D 7 Z RM 1
 JD0462  PID         -  JD0462
 JD0462  STATE/COUNTY-  MO/MORGAN
 JD0462  USGS QUAD   -  FORTUNA (1985)
 JD0462
 JD0462                         *CURRENT SURVEY CONTROL
 JD0462  ___________________________________________________________________
 JD0462* NAD 83(1986)-  38 31 35.     (N)    092 47 53.     (W)     SCALED    
 JD0462* NAVD 88     -       299.938  (meters)     984.05   (feet)  ADJUSTED  
 JD0462  ___________________________________________________________________
 JD0462  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD0462  DYNAMIC HT  -         299.727 (meters)     983.35  (feet)  COMP
 JD0462  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 JD0462
 JD0462  VERT ORDER  -  SECOND    CLASS 0
 JD0462
 JD0462.The horizontal coordinates were scaled from a topographic map and have
 JD0462.an estimated accuracy of +/- 6 seconds.
 JD0462
 JD0462.The orthometric height was determined by differential leveling
 JD0462.and adjusted by the National Geodetic Survey in June 1991..
 JD0462
 JD0462.The geoid height was determined by GEOID03.
 JD0462
 JD0462.The dynamic height is computed by dividing the NAVD 88
 JD0462.geopotential number by the normal gravity value computed on the
 JD0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0462.degrees latitude (g = 980.6199 gals.).
 JD0462
 JD0462.The modeled gravity was interpolated from observed gravity values.
 JD0462
 JD0462;                    North         East    Units  Estimated Accuracy
 JD0462;SPC MO C     -   298,900.      474,010.      MT  (+/- 180 meters Scaled)
 JD0462
 JD0462                          SUPERSEDED SURVEY CONTROL
 JD0462
 JD0462  NGVD 29 (??/??/92)  299.83   (m)          983.7    (f) COMPUTED    2 0
 JD0462
 JD0462.Superseded values are not recommended for survey control.
 JD0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0462.See file dsdata.txt to determine how the superseded data were derived.
 JD0462
 JD0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC176642(NAD 83)
 JD0462_MARKER: DR = REFERENCE MARK DISK
 JD0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0462_STAMPING: D 7 Z NO 1 1963
 JD0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0462+STABILITY: SURFACE MOTION
 JD0462
 JD0462  HISTORY     - Date     Condition        Report By
 JD0462  HISTORY     - 1963     MONUMENTED       CGS
 JD0462
 JD0462                          STATION DESCRIPTION
 JD0462
 JD0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0462'3.3 MI S FROM FORTUNA.
 JD0462'ABOUT 0.1 MILE EAST ALONG STATE ROAD FF FROM THE POST OFFICE
 JD0462'AT FORTUNA, THENCE 3.1 MILE SOUTH ALONG STATE HIGHWAY 5, IN
 JD0462'SECTION 33, T 44 N, R 17 W, 0.1 MILE SOUTHEAST OF THE CENTER
 JD0462'LINE OF STATE HIGHWAY 5, 58 FEET NORTHEAST OF AND ACROSS THE
 JD0462'GRAVELED ROAD FROM D 7 Z 1963, 24 FEET EAST OF THE CENTER LINE
 JD0462'OF THE GRAVELED ROAD, 3.0 FEET SOUTH OF A POWER POLE, 1.0 FOOT
 JD0462'WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0462'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0464 ***********************************************************************
 JD0464  DESIGNATION -  D 7 Z RM 2
 JD0464  PID         -  JD0464
 JD0464  STATE/COUNTY-  MO/MORGAN
 JD0464  USGS QUAD   -  FORTUNA (1985)
 JD0464
 JD0464                         *CURRENT SURVEY CONTROL
 JD0464  ___________________________________________________________________
 JD0464* NAD 83(1986)-  38 31 33.     (N)    092 47 53.     (W)     SCALED    
 JD0464* NAVD 88     -       300.250  (meters)     985.07   (feet)  ADJUSTED  
 JD0464  ___________________________________________________________________
 JD0464  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD0464  DYNAMIC HT  -         300.039 (meters)     984.38  (feet)  COMP
 JD0464  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 JD0464
 JD0464  VERT ORDER  -  SECOND    CLASS 0
 JD0464
 JD0464.The horizontal coordinates were scaled from a topographic map and have
 JD0464.an estimated accuracy of +/- 6 seconds.
 JD0464
 JD0464.The orthometric height was determined by differential leveling
 JD0464.and adjusted by the National Geodetic Survey in June 1991..
 JD0464
 JD0464.The geoid height was determined by GEOID03.
 JD0464
 JD0464.The dynamic height is computed by dividing the NAVD 88
 JD0464.geopotential number by the normal gravity value computed on the
 JD0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0464.degrees latitude (g = 980.6199 gals.).
 JD0464
 JD0464.The modeled gravity was interpolated from observed gravity values.
 JD0464
 JD0464;                    North         East    Units  Estimated Accuracy
 JD0464;SPC MO C     -   298,840.      474,010.      MT  (+/- 180 meters Scaled)
 JD0464
 JD0464                          SUPERSEDED SURVEY CONTROL
 JD0464
 JD0464  NGVD 29 (??/??/92)  300.14   (m)          984.7    (f) COMPUTED    2 0
 JD0464
 JD0464.Superseded values are not recommended for survey control.
 JD0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0464.See file dsdata.txt to determine how the superseded data were derived.
 JD0464
 JD0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC176641(NAD 83)
 JD0464_MARKER: DR = REFERENCE MARK DISK
 JD0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0464_STAMPING: D 7 Z NO 2 1963
 JD0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0464+STABILITY: SURFACE MOTION
 JD0464
 JD0464  HISTORY     - Date     Condition        Report By
 JD0464  HISTORY     - 1963     MONUMENTED       CGS
 JD0464
 JD0464                          STATION DESCRIPTION
 JD0464
 JD0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0464'3.3 MI S FROM FORTUNA.
 JD0464'ABOUT 0.1 MILE EAST ALONG STATE ROAD FF FROM THE POST OFFICE
 JD0464'AT FORTUNA, THENCE 3.1 MILES SOUTH ALONG STATE HIGHWAY 5, THENCE
 JD0464'0.1 MILE ACROSS COUNTRY, IN SECTION 33, T 44 N, R 17 W, WEST OF
 JD0464'AND ACROSS THE GRAVELED ROAD FROM THE ERNEST MACHAMER FARMHOUSE,
 JD0464'30 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 94.4 FEET
 JD0464'NORTHWEST OF D 7 Z R.M. 2, 58 FEET SOUTHWEST OF AND ACROSS THE
 JD0464'ROAD FROM D 7 Z R.M. 1, AND SET IN THE TOP OF A CONCRETE POST
 JD0464'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0084 ***********************************************************************
 LF0084  DESIGNATION -  D 71
 LF0084  PID         -  LF0084
 LF0084  STATE/COUNTY-  MO/WORTH
 LF0084  USGS QUAD   -  GRANT CITY (1984)
 LF0084
 LF0084                         *CURRENT SURVEY CONTROL
 LF0084  ___________________________________________________________________
 LF0084* NAD 83(1986)-  40 29 16.     (N)    094 24 46.     (W)     SCALED    
 LF0084* NAVD 88     -       344.839  (meters)    1131.36   (feet)  ADJUSTED  
 LF0084  ___________________________________________________________________
 LF0084  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LF0084  DYNAMIC HT  -         344.657 (meters)    1130.76  (feet)  COMP
 LF0084  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 LF0084
 LF0084  VERT ORDER  -  SECOND    CLASS 0
 LF0084
 LF0084.The horizontal coordinates were scaled from a topographic map and have
 LF0084.an estimated accuracy of +/- 6 seconds.
 LF0084
 LF0084.The orthometric height was determined by differential leveling
 LF0084.and adjusted by the National Geodetic Survey in June 1991..
 LF0084
 LF0084.The geoid height was determined by GEOID03.
 LF0084
 LF0084.The dynamic height is computed by dividing the NAVD 88
 LF0084.geopotential number by the normal gravity value computed on the
 LF0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0084.degrees latitude (g = 980.6199 gals.).
 LF0084
 LF0084.The modeled gravity was interpolated from observed gravity values.
 LF0084
 LF0084;                    North         East    Units  Estimated Accuracy
 LF0084;SPC MO W     -   479,630.      857,400.      MT  (+/- 180 meters Scaled)
 LF0084
 LF0084                          SUPERSEDED SURVEY CONTROL
 LF0084
 LF0084  NGVD 29 (??/??/92)  344.742  (m)         1131.04   (f) ADJ UNCH    2 0
 LF0084
 LF0084.Superseded values are not recommended for survey control.
 LF0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0084.See file dsdata.txt to determine how the superseded data were derived.
 LF0084
 LF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE802828(NAD 83)
 LF0084_MARKER: DB = BENCH MARK DISK
 LF0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0084_STAMPING: D 71 1935
 LF0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0084+STABILITY: SURFACE MOTION
 LF0084
 LF0084  HISTORY     - Date     Condition        Report By
 LF0084  HISTORY     - 1935     MONUMENTED       CGS
 LF0084  HISTORY     - 1982     MARK NOT FOUND   USGS
 LF0084
 LF0084                          STATION DESCRIPTION
 LF0084
 LF0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0084'AT GRANT CITY.
 LF0084'AT GRANT CITY, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0084'78 FEET SOUTH OF THE STATION, AT THE RAILROAD WATER TANK, IN
 LF0084'THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE
 LF0084'FOUNDATION, 13 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 LF0084'ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LF0084'D 71 1935.
 LF0084
 LF0084                          STATION RECOVERY (1982)
 LF0084
 LF0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LF0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0130 ***********************************************************************
 LF0130  DESIGNATION -  D 72
 LF0130  PID         -  LF0130
 LF0130  STATE/COUNTY-  MO/DE KALB
 LF0130  USGS QUAD   -  KING CITY (1984)
 LF0130
 LF0130                         *CURRENT SURVEY CONTROL
 LF0130  ___________________________________________________________________
 LF0130* NAD 83(1986)-  40 00 34.     (N)    094 33 05.     (W)     SCALED    
 LF0130* NAVD 88     -       303.774  (meters)     996.63   (feet)  ADJUSTED  
 LF0130  ___________________________________________________________________
 LF0130  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LF0130  DYNAMIC HT  -         303.599 (meters)     996.06  (feet)  COMP
 LF0130  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 LF0130
 LF0130  VERT ORDER  -  SECOND    CLASS 0
 LF0130
 LF0130.The horizontal coordinates were scaled from a topographic map and have
 LF0130.an estimated accuracy of +/- 6 seconds.
 LF0130
 LF0130.The orthometric height was determined by differential leveling
 LF0130.and adjusted by the National Geodetic Survey in June 1991..
 LF0130
 LF0130.The geoid height was determined by GEOID03.
 LF0130
 LF0130.The dynamic height is computed by dividing the NAVD 88
 LF0130.geopotential number by the normal gravity value computed on the
 LF0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0130.degrees latitude (g = 980.6199 gals.).
 LF0130
 LF0130.The modeled gravity was interpolated from observed gravity values.
 LF0130
 LF0130;                    North         East    Units  Estimated Accuracy
 LF0130;SPC MO W     -   426,520.      845,610.      MT  (+/- 180 meters Scaled)
 LF0130
 LF0130                          SUPERSEDED SURVEY CONTROL
 LF0130
 LF0130  NGVD 29 (??/??/92)  303.680  (m)          996.32   (f) ADJ UNCH    2 0
 LF0130
 LF0130.Superseded values are not recommended for survey control.
 LF0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0130.See file dsdata.txt to determine how the superseded data were derived.
 LF0130
 LF0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE675299(NAD 83)
 LF0130_MARKER: DB = BENCH MARK DISK
 LF0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0130_STAMPING: D 72 1935
 LF0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0130+STABILITY: SURFACE MOTION
 LF0130
 LF0130  HISTORY     - Date     Condition        Report By
 LF0130  HISTORY     - 1935     MONUMENTED       CGS
 LF0130  HISTORY     - 1959     GOOD             NGS
 LF0130  HISTORY     - 1978     GOOD             NGS
 LF0130
 LF0130                          STATION DESCRIPTION
 LF0130
 LF0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LF0130'3.6 MI SW FROM KING CITY.
 LF0130'IN DE KALB COUNTY, 3.6 MILES SOUTHWEST ALONG THE CHICAGO,
 LF0130'BURLINGTON AND QUINCY RAILROAD FROM THE CITY WATER TANK AT KING
 LF0130'CITY, GENTRY COUNTY, 9 AND 1/2 POLES SOUTHWEST OF MILEPOST 116,
 LF0130'AT AN EAST-WEST ROAD CROSSING, 70 FEET WEST-SOUTHWEST OF THE
 LF0130'CENTER OF RAILROAD AND ROAD CROSSING, 35 FEET NORTHWEST OF THE
 LF0130'NORTHWEST RAIL, 31 FEET WEST-SOUTHWEST OF CONCRETE CROSSING
 LF0130'SIGN, 22 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, AND 13
 LF0130'FEET EAST OF A RAILROAD RIGHT-OF-WAY FENCE CORNER.  A STANDARD
 LF0130'DISK, STAMPED D 72 1935 AND SET IN THE TOP OF A CONCRETE POST
 LF0130'WHICH PROJECTS 6 INCHES.
 LF0130
 LF0130                          STATION RECOVERY (1978)
 LF0130
 LF0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LF0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0419 ***********************************************************************
 KE0419  DESIGNATION -  D 73
 KE0419  PID         -  KE0419
 KE0419  STATE/COUNTY-  MO/BUCHANAN
 KE0419  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0419
 KE0419                         *CURRENT SURVEY CONTROL
 KE0419  ___________________________________________________________________
 KE0419* NAD 83(1997)-  39 39 38.10344(N)    094 47 25.40522(W)     ADJUSTED  
 KE0419* NAVD 88     -       291.831  (meters)     957.45   (feet)  ADJUSTED  
 KE0419  ___________________________________________________________________
 KE0419  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KE0419  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KE0419  DYNAMIC HT  -         291.655 (meters)     956.87  (feet)  COMP
 KE0419  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 KE0419
 KE0419  HORZ ORDER  -  FIRST
 KE0419  VERT ORDER  -  SECOND    CLASS 0
 KE0419
 KE0419.The horizontal coordinates were established by GPS observations
 KE0419.and adjusted by the National Geodetic Survey in February 2000..
 KE0419
 KE0419.The orthometric height was determined by differential leveling
 KE0419.and adjusted by the National Geodetic Survey in June 1991..
 KE0419
 KE0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0419
 KE0419.The geoid height was determined by GEOID03.
 KE0419
 KE0419.The dynamic height is computed by dividing the NAVD 88
 KE0419.geopotential number by the normal gravity value computed on the
 KE0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0419.degrees latitude (g = 980.6199 gals.).
 KE0419
 KE0419.The modeled gravity was interpolated from observed gravity values.
 KE0419
 KE0419;                    North         East     Units Scale Factor Converg.
 KE0419;SPC MO W     -   387,824.634   825,081.555   MT  0.99994882   -0 11 07.2
 KE0419;UTM  15      - 4,391,618.318   346,414.154   MT  0.99989042   -1 08 34.5
 KE0419
 KE0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0419!SPC MO W     -   0.99995926  x   0.99994882  =   0.99990808
 KE0419!UTM  15      -   0.99995926  x   0.99989042  =   0.99984968
 KE0419
 KE0419                          SUPERSEDED SURVEY CONTROL
 KE0419
 KE0419  NAD 83(1997)-  39 39 38.10343(N)    094 47 25.40524(W) AD(       ) 1
 KE0419  NAD 83(1997)-  39 39 38.10343(N)    094 47 25.40524(W) AD(       ) 1
 KE0419  NAD 83(1986)-  39 39 38.10671(N)    094 47 25.40169(W) AD(       ) 1
 KE0419  NAVD 88 (04/10/97)  291.83   (m)          957.4    (f) LEVELING    3  
 KE0419  NGVD 29 (??/??/92)  291.716  (m)          957.07   (f) ADJ UNCH    2 0
 KE0419
 KE0419.Superseded values are not recommended for survey control.
 KE0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0419.See file dsdata.txt to determine how the superseded data were derived.
 KE0419
 KE0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4641491618(NAD 83)
 KE0419_MARKER: DB = BENCH MARK DISK
 KE0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0419_STAMPING: D 73 1935
 KE0419_MARK LOGO: CGS   
 KE0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0419+STABILITY: SURFACE MOTION
 KE0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0419+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 KE0419
 KE0419  HISTORY     - Date     Condition        Report By
 KE0419  HISTORY     - 1935     MONUMENTED       CGS
 KE0419  HISTORY     - 1959     GOOD             NGS
 KE0419  HISTORY     - 19931101 GOOD             MODNR
 KE0419
 KE0419                          STATION DESCRIPTION
 KE0419
 KE0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0419'3.1 MI NW FROM AGENCY.
 KE0419'3.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0419'RAILWAY FROM THE STATION AT AGENCY, 5-1/2 POLES SOUTHEAST
 KE0419'OF BEE CREEK JUNCTION, 67 FEET EAST OF THE FOURTH POLE WEST
 KE0419'OF MILEPOST 65, 5 POLES WEST OF THE CROSSING OF INTERSTATE
 KE0419'HIGHWAY 29, AT THE CROSSING OF A NORTH-AND-SOUTH GRAVEL ROAD,
 KE0419'61 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 41 FEET
 KE0419'NORTH-NORTHEAST OF THE NORTH RAIL, 29 FEET WEST OF THE CENTERLINE
 KE0419'OF THE GRAVEL ROAD, 17.5 FEET SOUTH-SOUTHWEST OF A 12-INCH
 KE0419'TREE USED AS THE NORTH GATEPOST FOR A DRIVEWAY TO A HOUSE,
 KE0419'9 FEET NORTHWEST OF THE END POST IN THE RAILROAD RIGHT-OF-WAY
 KE0419'FENCE, 6 FEET NORTH-NORTHEAST OF THE FENCE, 7 FEET SOUTH OF
 KE0419'THE CENTERLINE OF THE DRIVEWAY, AND ABOUT 4 INCHES BELOW THE
 KE0419'SURFACE OF THE GROUND.
 KE0419
 KE0419                          STATION RECOVERY (1993)
 KE0419
 KE0419'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (RLW)
 KE0419'IN 1993 THE MARK FOUND IN GOOD CONDITION 0.67 FT (20.42 CM) BELOW
 KE0419'GROUND SURFACE.  THE STATION IS ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ST
 KE0419'JOSEPH ON THE WEST SIDE OF BUCHANAN COUNTY ROAD NO 159 AND THE SOUTH
 KE0419'SIDE OF A PRIVATE ENTRANCE TO THE JENKINS RESIDENCE.  IT IS 29 FT (8.8
 KE0419'M) WEST OF THE CENTERLINE OF THE COUNTY ROAD, 6 FT (1.8 M) SOUTH OF
 KE0419'THE CENTERLINE OF THE PRIVATE ENTRANCE, 27.61 FT (8.42 M) SOUTH OF AN
 KE0419'ALUMINUM NAIL IN A CORNER POST ON THE NORTH SIDE OF THE PRIVATE
 KE0419'ENTRANCE, 8.93 FT (2.72 M) NORTHWEST OF AN ALUMINUM NAIL IN THE EAST
 KE0419'SIGN POST WITH OWNERS NAMES AND 17.10 FT (5.21 M) NORTHEAST OF AN
 KE0419'ALUMINUM NAIL IN THE EAST WOODEN FENCE POST ON THE SOUTH SIDE OF THE
 KE0419'PRIVATE ENTRANCE.  TO REACH THE MARK FROM THE I-29 EXIT NO 44 AT U.S.
 KE0419'HIGHWAY 169 IN THE SOUTHEAST PART OF ST JOSEPH, GO WEST ON U.S.
 KE0419'HIGHWAY 169 FOR 0.4 MI (0.6 KM) TO THE JUNCTION WITH STATE ROUTE -A-
 KE0419'(SOUTH) .  TURN LEFT AND GO SOUTH ON STATE ROUTE -A- FOR 3.0 MI (4.8
 KE0419'KM) TO A POINT WHERE STATE ROUTE -A- CURVES WEST AT JUNCTION WITH
 KE0419'STATE ROUTE -O- (EAST) AND BUCHANAN COUNTY ROAD NO 159 WHICH CONTINUES
 KE0419'SOUTH.  BEAR LEFT (EAST) AND CONTINUE SOUTHERLY ON BUCHANAN COUNTY
 KE0419'ROAD NO 159 FOR 1.7 MI (2.7 KM) TO THE MARK ON THE RIGHT (WEST) SIDE
 KE0419'AT THE PRIVATE ENTRANCE TO THE JENKINS RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0021 ***********************************************************************
 KE0021  DESIGNATION -  D 76
 KE0021  PID         -  KE0021
 KE0021  STATE/COUNTY-  MO/DAVIESS
 KE0021  USGS QUAD   -  ALTAMONT (1984)
 KE0021
 KE0021                         *CURRENT SURVEY CONTROL
 KE0021  ___________________________________________________________________
 KE0021* NAD 83(1986)-  39 53 05.     (N)    094 06 44.     (W)     SCALED    
 KE0021* NAVD 88     -       297.908  (meters)     977.39   (feet)  ADJUSTED  
 KE0021  ___________________________________________________________________
 KE0021  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0021  DYNAMIC HT  -         297.733 (meters)     976.81  (feet)  COMP
 KE0021  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 KE0021
 KE0021  VERT ORDER  -  SECOND    CLASS 0
 KE0021
 KE0021.The horizontal coordinates were scaled from a topographic map and have
 KE0021.an estimated accuracy of +/- 6 seconds.
 KE0021
 KE0021.The orthometric height was determined by differential leveling
 KE0021.and adjusted by the National Geodetic Survey in June 1991..
 KE0021
 KE0021.The geoid height was determined by GEOID03.
 KE0021
 KE0021.The dynamic height is computed by dividing the NAVD 88
 KE0021.geopotential number by the normal gravity value computed on the
 KE0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0021.degrees latitude (g = 980.6199 gals.).
 KE0021
 KE0021.The modeled gravity was interpolated from observed gravity values.
 KE0021
 KE0021;                    North         East    Units  Estimated Accuracy
 KE0021;SPC MO W     -   412,740.      883,170.      MT  (+/- 180 meters Scaled)
 KE0021
 KE0021                          SUPERSEDED SURVEY CONTROL
 KE0021
 KE0021  NGVD 29 (??/??/92)  297.816  (m)          977.08   (f) ADJ UNCH    2 0
 KE0021
 KE0021.Superseded values are not recommended for survey control.
 KE0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0021.See file dsdata.txt to determine how the superseded data were derived.
 KE0021
 KE0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE049155(NAD 83)
 KE0021_MARKER: DB = BENCH MARK DISK
 KE0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0021_SP_SET: STEP
 KE0021_STAMPING: D 76 1935
 KE0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0021
 KE0021  HISTORY     - Date     Condition        Report By
 KE0021  HISTORY     - 1935     MONUMENTED       CGS
 KE0021
 KE0021                          STATION DESCRIPTION
 KE0021
 KE0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KE0021'1 MI SW FROM ALTAMONT.
 KE0021'1.0 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0021'RAILROAD FROM THE STATION AT ALTAMONT, DAVIESS COUNTY, 3 POLES
 KE0021'SOUTHEAST OF MILEPOST 450, 30 FEET SOUTHWEST OF THE U.S. HIGHWAY
 KE0021'69 UNDERPASS, AT A 5- BY 6-FOOT LIMESTONE BLOCK CATTLE PASS,
 KE0021'IN THE TOP OF THE WEST CORNER OF THE THIRD STEP OF THE NORTHEAST
 KE0021'ABUTMENT, 14 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 KE0021'AND 6-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KE0021'D 76 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0121 ***********************************************************************
 LF0121  DESIGNATION -  D 77
 LF0121  PID         -  LF0121
 LF0121  STATE/COUNTY-  MO/DAVIESS
 LF0121  USGS QUAD   -  COFFEY (1984)
 LF0121
 LF0121                         *CURRENT SURVEY CONTROL
 LF0121  ___________________________________________________________________
 LF0121* NAD 83(1986)-  40 02 47.     (N)    094 06 13.     (W)     SCALED    
 LF0121* NAVD 88     -       241.289  (meters)     791.63   (feet)  ADJUSTED  
 LF0121  ___________________________________________________________________
 LF0121  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LF0121  DYNAMIC HT  -         241.154 (meters)     791.19  (feet)  COMP
 LF0121  MODELED GRAV-     980,060.9   (mgal)                       NAVD 88
 LF0121
 LF0121  VERT ORDER  -  SECOND    CLASS 0
 LF0121
 LF0121.The horizontal coordinates were scaled from a topographic map and have
 LF0121.an estimated accuracy of +/- 6 seconds.
 LF0121
 LF0121.The orthometric height was determined by differential leveling
 LF0121.and adjusted by the National Geodetic Survey in June 1991..
 LF0121
 LF0121.The geoid height was determined by GEOID03.
 LF0121
 LF0121.The dynamic height is computed by dividing the NAVD 88
 LF0121.geopotential number by the normal gravity value computed on the
 LF0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0121.degrees latitude (g = 980.6199 gals.).
 LF0121
 LF0121.The modeled gravity was interpolated from observed gravity values.
 LF0121
 LF0121;                    North         East    Units  Estimated Accuracy
 LF0121;SPC MO W     -   430,690.      883,820.      MT  (+/- 180 meters Scaled)
 LF0121
 LF0121                          SUPERSEDED SURVEY CONTROL
 LF0121
 LF0121  NGVD 29 (??/??/92)  241.231  (m)          791.44   (f) ADJ UNCH    2 0
 LF0121
 LF0121.Superseded values are not recommended for survey control.
 LF0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0121.See file dsdata.txt to determine how the superseded data were derived.
 LF0121
 LF0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE058334(NAD 83)
 LF0121_MARKER: DB = BENCH MARK DISK
 LF0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0121_STAMPING: D 77 1935
 LF0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0121+STABILITY: SURFACE MOTION
 LF0121
 LF0121  HISTORY     - Date     Condition        Report By
 LF0121  HISTORY     - 1935     MONUMENTED       CGS
 LF0121  HISTORY     - 1980     MARK NOT FOUND   USGS
 LF0121
 LF0121                          STATION DESCRIPTION
 LF0121
 LF0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0121'1.6 MI E FROM PATTONSBURG.
 LF0121'1.6 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 LF0121'PATTONSBURG, DAVIESS COUNTY, 50 FEET NORTHEAST OF THE ROAD
 LF0121'CROSSING BETWEEN BRIDGES 908 A AND 909, 12 FEET NORTHWEST OF THE
 LF0121'CENTER OF A FARM GATE IN THE RIGHT-OF-WAY FENCE, AND ABOUT 1
 LF0121'FOOT HIGHER THAN THE RAILS.  A STANDARD DISK, STAMPED D 77
 LF0121'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0121
 LF0121                          STATION RECOVERY (1980)
 LF0121
 LF0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LF0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0324 ***********************************************************************
 KD0324  DESIGNATION -  D 78
 KD0324  PID         -  KD0324
 KD0324  STATE/COUNTY-  MO/LIVINGSTON
 KD0324  USGS QUAD   -  AVALON (1984)
 KD0324
 KD0324                         *CURRENT SURVEY CONTROL
 KD0324  ___________________________________________________________________
 KD0324* NAD 83(1986)-  39 44 52.     (N)    093 25 13.     (W)     SCALED    
 KD0324* NAVD 88     -       207.272  (meters)     680.02   (feet)  ADJUSTED  
 KD0324  ___________________________________________________________________
 KD0324  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0324  DYNAMIC HT  -         207.153 (meters)     679.63  (feet)  COMP
 KD0324  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 KD0324
 KD0324  VERT ORDER  -  SECOND    CLASS 0
 KD0324
 KD0324.The horizontal coordinates were scaled from a topographic map and have
 KD0324.an estimated accuracy of +/- 6 seconds.
 KD0324
 KD0324.The orthometric height was determined by differential leveling
 KD0324.and adjusted by the National Geodetic Survey in June 1991..
 KD0324
 KD0324.The geoid height was determined by GEOID03.
 KD0324
 KD0324.The dynamic height is computed by dividing the NAVD 88
 KD0324.geopotential number by the normal gravity value computed on the
 KD0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0324.degrees latitude (g = 980.6199 gals.).
 KD0324
 KD0324.The modeled gravity was interpolated from observed gravity values.
 KD0324
 KD0324;                    North         East    Units  Estimated Accuracy
 KD0324;SPC MO C     -   434,850.      421,130.      MT  (+/- 180 meters Scaled)
 KD0324
 KD0324                          SUPERSEDED SURVEY CONTROL
 KD0324
 KD0324  NGVD 29 (??/??/92)  207.226  (m)          679.87   (f) ADJ UNCH    2 0
 KD0324
 KD0324.Superseded values are not recommended for survey control.
 KD0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0324.See file dsdata.txt to determine how the superseded data were derived.
 KD0324
 KD0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD639998(NAD 83)
 KD0324_MARKER: DB = BENCH MARK DISK
 KD0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0324_STAMPING: D 78 1935
 KD0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0324+STABILITY: SURFACE MOTION
 KD0324
 KD0324  HISTORY     - Date     Condition        Report By
 KD0324  HISTORY     - 1935     MONUMENTED       CGS
 KD0324
 KD0324                          STATION DESCRIPTION
 KD0324
 KD0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0324'2.8 MI NW FROM BEDFORD STATION.
 KD0324'2.8 MILES NORTHWEST ALONG THE WABASH RAILROAD FROM THE STATION
 KD0324'AT BEDFORD, LIVINGSTON COUNTY, NEAR OVERHEAD BRIDGE 792, 2 FEET
 KD0324'NORTHEAST OF THE EAST WARNING SIGN, 10.5 FEET NORTH OF THE
 KD0324'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 KD0324'DISK, STAMPED D 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0853 ***********************************************************************
 KD0853  DESIGNATION -  D 79
 KD0853  PID         -  KD0853
 KD0853  STATE/COUNTY-  MO/LIVINGSTON
 KD0853  USGS QUAD   -  UTICA WEST (1984)
 KD0853
 KD0853                         *CURRENT SURVEY CONTROL
 KD0853  ___________________________________________________________________
 KD0853* NAD 83(1986)-  39 41 15.     (N)    093 38 48.     (W)     SCALED    
 KD0853* NAVD 88     -       213.726  (meters)     701.20   (feet)  ADJUSTED  
 KD0853  ___________________________________________________________________
 KD0853  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KD0853  DYNAMIC HT  -         213.600 (meters)     700.79  (feet)  COMP
 KD0853  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 KD0853
 KD0853  VERT ORDER  -  SECOND    CLASS 0
 KD0853
 KD0853.The horizontal coordinates were scaled from a topographic map and have
 KD0853.an estimated accuracy of +/- 6 seconds.
 KD0853
 KD0853.The orthometric height was determined by differential leveling
 KD0853.and adjusted by the National Geodetic Survey in June 1991..
 KD0853
 KD0853.The geoid height was determined by GEOID03.
 KD0853
 KD0853.The dynamic height is computed by dividing the NAVD 88
 KD0853.geopotential number by the normal gravity value computed on the
 KD0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0853.degrees latitude (g = 980.6199 gals.).
 KD0853
 KD0853.The modeled gravity was interpolated from observed gravity values.
 KD0853
 KD0853;                    North         East    Units  Estimated Accuracy
 KD0853;SPC MO C     -   428,380.      401,640.      MT  (+/- 180 meters Scaled)
 KD0853
 KD0853                          SUPERSEDED SURVEY CONTROL
 KD0853
 KD0853  NGVD 29 (??/??/92)  213.668  (m)          701.01   (f) ADJ UNCH    2 0
 KD0853
 KD0853.Superseded values are not recommended for survey control.
 KD0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0853.See file dsdata.txt to determine how the superseded data were derived.
 KD0853
 KD0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD445932(NAD 83)
 KD0853_MARKER: DB = BENCH MARK DISK
 KD0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0853_STAMPING: D 79 1935
 KD0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0853+STABILITY: SURFACE MOTION
 KD0853
 KD0853  HISTORY     - Date     Condition        Report By
 KD0853  HISTORY     - 1935     MONUMENTED       CGS
 KD0853  HISTORY     - 1945     GOOD             NGS
 KD0853
 KD0853                          STATION DESCRIPTION
 KD0853
 KD0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0853'AT DAWN STATION.
 KD0853'AT DAWN, LIVINGSTON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 KD0853'AND PACIFIC RAILROAD, 3 POLES NORTHEAST OF THE STATION, 75 FEET
 KD0853'NORTHEAST OF THE NORTHEAST END OF A TOOLHOUSE, 26 FEET SOUTH OF
 KD0853'THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE
 KD0853'TRACK.  A STANDARD DISK, STAMPED D 79 1935 AND SET IN THE TOP
 KD0853'OF A CONCRETE POST.
 KD0853
 KD0853                          STATION RECOVERY (1945)
 KD0853
 KD0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 KD0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1138 ***********************************************************************
 KE1138  DESIGNATION -  D 79/9
 KE1138  PID         -  KE1138
 KE1138  STATE/COUNTY-  MO/JACKSON
 KE1138  USGS QUAD   -  INDEPENDENCE (1990)
 KE1138
 KE1138                         *CURRENT SURVEY CONTROL
 KE1138  ___________________________________________________________________
 KE1138* NAD 83(1986)-  39 06 40.     (N)    094 29 45.     (W)     SCALED    
 KE1138* NAVD 88     -       228.525  (meters)     749.75   (feet)  ADJUSTED  
 KE1138  ___________________________________________________________________
 KE1138  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KE1138  DYNAMIC HT  -         228.379 (meters)     749.27  (feet)  COMP
 KE1138  MODELED GRAV-     979,983.0   (mgal)                       NAVD 88
 KE1138
 KE1138  VERT ORDER  -  SECOND    CLASS II
 KE1138
 KE1138.The horizontal coordinates were scaled from a topographic map and have
 KE1138.an estimated accuracy of +/- 6 seconds.
 KE1138
 KE1138.The orthometric height was determined by differential leveling
 KE1138.and adjusted by the National Geodetic Survey in June 1991..
 KE1138
 KE1138.The geoid height was determined by GEOID03.
 KE1138
 KE1138.The dynamic height is computed by dividing the NAVD 88
 KE1138.geopotential number by the normal gravity value computed on the
 KE1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1138.degrees latitude (g = 980.6199 gals.).
 KE1138
 KE1138.The modeled gravity was interpolated from observed gravity values.
 KE1138
 KE1138;                    North         East    Units  Estimated Accuracy
 KE1138;SPC MO W     -   326,780.      850,360.      MT  (+/- 180 meters Scaled)
 KE1138
 KE1138                          SUPERSEDED SURVEY CONTROL
 KE1138
 KE1138  NGVD 29 (??/??/92)  228.45   (m)          749.5    (f) COMPUTED    2 2
 KE1138
 KE1138.Superseded values are not recommended for survey control.
 KE1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1138.See file dsdata.txt to determine how the superseded data were derived.
 KE1138
 KE1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD706301(NAD 83)
 KE1138_MARKER: Q = CHISELED SQUARE
 KE1138_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KE1138_SP_SET: SIGNAL TOWER BASE
 KE1138_MARK LOGO: NONE  
 KE1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1138+STABILITY: SURFACE MOTION
 KE1138
 KE1138  HISTORY     - Date     Condition        Report By
 KE1138  HISTORY     - UNK      MONUMENTED       USE
 KE1138  HISTORY     - 1938     GOOD             USGS
 KE1138
 KE1138                          STATION DESCRIPTION
 KE1138
 KE1138'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 KE1138'IN KANSAS CITY.
 KE1138'IS ON THE RIGHT BANK OF THE MISSOURI RIVER AT KANSAS CITY, MISSOURI,
 KE1138'200 FEET SOUTHWEST OF WATER TOWER OF THE PENROD, JORDEN M. CLARK,
 KE1138'WALNUT VENEER PLANT, ON THE NORTH SIDE OF THE A.T. AND S.F. TRACKS,
 KE1138'200 FEET EAST OF THE JUNCTION OF THE A.T. AND S.F. AND KANSAS CITY
 KE1138'SOUTHERN RAILROADS.  BEING THE HIGH POINT OF A SQUARE CUT ON THE
 KE1138'NORTHWEST CORNER OF A CONCRETE BASE OF A SANTA FE RAILROAD SIGNAL
 KE1138'TOWER.  NOTE, THERE IS A USGS CHISELED SQUARE ON SAME SEMAPHORE AS
 KE1138'79/9 AND IS 0.005 FT LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0318 ***********************************************************************
 JD0318  DESIGNATION -  D 8 B 1
 JD0318  PID         -  JD0318
 JD0318  STATE/COUNTY-  MO/MORGAN
 JD0318  USGS QUAD   -  STOVER (1982)
 JD0318
 JD0318                         *CURRENT SURVEY CONTROL
 JD0318  ___________________________________________________________________
 JD0318* NAD 83(1986)-  38 26 09.     (N)    092 54 44.     (W)     SCALED    
 JD0318* NAVD 88     -       329.657  (meters)    1081.55   (feet)  ADJUSTED  
 JD0318  ___________________________________________________________________
 JD0318  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD0318  DYNAMIC HT  -         329.419 (meters)    1080.77  (feet)  COMP
 JD0318  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 JD0318
 JD0318  VERT ORDER  -  SECOND    CLASS 0
 JD0318
 JD0318.The horizontal coordinates were scaled from a topographic map and have
 JD0318.an estimated accuracy of +/- 6 seconds.
 JD0318
 JD0318.The orthometric height was determined by differential leveling
 JD0318.and adjusted by the National Geodetic Survey in June 1991..
 JD0318
 JD0318.The geoid height was determined by GEOID03.
 JD0318
 JD0318.The dynamic height is computed by dividing the NAVD 88
 JD0318.geopotential number by the normal gravity value computed on the
 JD0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0318.degrees latitude (g = 980.6199 gals.).
 JD0318
 JD0318.The modeled gravity was interpolated from observed gravity values.
 JD0318
 JD0318;                    North         East    Units  Estimated Accuracy
 JD0318;SPC MO C     -   288,890.      464,010.      MT  (+/- 180 meters Scaled)
 JD0318
 JD0318                          SUPERSEDED SURVEY CONTROL
 JD0318
 JD0318  NGVD 29 (??/??/92)  329.54   (m)         1081.2    (f) COMPUTED    2 0
 JD0318
 JD0318.Superseded values are not recommended for survey control.
 JD0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0318.See file dsdata.txt to determine how the superseded data were derived.
 JD0318
 JD0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC076541(NAD 83)
 JD0318_MARKER: DZ = AZIMUTH MARK DISK
 JD0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0318_STAMPING: D8 B1
 JD0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0318+STABILITY: SURFACE MOTION
 JD0318
 JD0318  HISTORY     - Date     Condition        Report By
 JD0318  HISTORY     - UNK      MONUMENTED       DOD
 JD0318  HISTORY     - 1963     GOOD             NGS
 JD0318
 JD0318                          STATION DESCRIPTION
 JD0318
 JD0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0318'5.3 MI E FROM STOVER.
 JD0318'ABOUT 4.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0318'RAILROAD FROM THE STATION AT STOVER, THENCE 0.3 MILE NORTH
 JD0318'ALONG A PRIVATE ROAD, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY
 JD0318'52 TO A SMALL HOUSE COVERED WITH IMITATION BRICK SIDING, THENCE
 JD0318'0.15 MILE NORTH ALONG A ROW OF HEDGE, THENCE 0.25 MILE NORTH-NORTHWEST
 JD0318'ACROSS COUNTRY, 0.2 MILE NORTH OF AN EAST-WEST ROW OF POWER
 JD0318'POLES, THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JD0318'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JD0318'CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0317 ***********************************************************************
 JD0317  DESIGNATION -  D 8 B 2
 JD0317  PID         -  JD0317
 JD0317  STATE/COUNTY-  MO/MORGAN
 JD0317  USGS QUAD   -  STOVER (1982)
 JD0317
 JD0317                         *CURRENT SURVEY CONTROL
 JD0317  ___________________________________________________________________
 JD0317* NAD 83(1986)-  38 25 58.     (N)    092 54 35.     (W)     SCALED    
 JD0317* NAVD 88     -       328.174  (meters)    1076.68   (feet)  ADJUSTED  
 JD0317  ___________________________________________________________________
 JD0317  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD0317  DYNAMIC HT  -         327.938 (meters)    1075.91  (feet)  COMP
 JD0317  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 JD0317
 JD0317  VERT ORDER  -  SECOND    CLASS 0
 JD0317
 JD0317.The horizontal coordinates were scaled from a topographic map and have
 JD0317.an estimated accuracy of +/- 6 seconds.
 JD0317
 JD0317.The orthometric height was determined by differential leveling
 JD0317.and adjusted by the National Geodetic Survey in June 1991..
 JD0317
 JD0317.The geoid height was determined by GEOID03.
 JD0317
 JD0317.The dynamic height is computed by dividing the NAVD 88
 JD0317.geopotential number by the normal gravity value computed on the
 JD0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0317.degrees latitude (g = 980.6199 gals.).
 JD0317
 JD0317.The modeled gravity was interpolated from observed gravity values.
 JD0317
 JD0317;                    North         East    Units  Estimated Accuracy
 JD0317;SPC MO C     -   288,550.      464,230.      MT  (+/- 180 meters Scaled)
 JD0317
 JD0317                          SUPERSEDED SURVEY CONTROL
 JD0317
 JD0317  NGVD 29 (??/??/92)  328.06   (m)         1076.3    (f) COMPUTED    2 0
 JD0317
 JD0317.Superseded values are not recommended for survey control.
 JD0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0317.See file dsdata.txt to determine how the superseded data were derived.
 JD0317
 JD0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC078538(NAD 83)
 JD0317_MARKER: DZ = AZIMUTH MARK DISK
 JD0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0317_STAMPING: D8 B2
 JD0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0317+STABILITY: SURFACE MOTION
 JD0317
 JD0317  HISTORY     - Date     Condition        Report By
 JD0317  HISTORY     - UNK      MONUMENTED       DOD
 JD0317  HISTORY     - 1963     GOOD             NGS
 JD0317
 JD0317                          STATION DESCRIPTION
 JD0317
 JD0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0317'5 MI E FROM STOVER.
 JD0317'ABOUT 4.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0317'RAILROAD FROM THE STATION AT STOVER, THENCE 0.3 MILE NORTH
 JD0317'ALONG A PRIVATE ROAD, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY
 JD0317'52 TO A SMALL HOUSE COVERED WITH IMITATION BRICK SIDING, THENCE
 JD0317'0.15 MILE NORTH ALONG THE WEST SIDE OF A ROW OF HEDGE, 55 YARDS
 JD0317'SOUTH OF AN EAST-WEST ROW OF POWER POLES, THE TOP SURFACE OVER
 JD0317'THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 JD0317'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0316 ***********************************************************************
 JD0316  DESIGNATION -  D 8 Z
 JD0316  PID         -  JD0316
 JD0316  STATE/COUNTY-  MO/MORGAN
 JD0316  USGS QUAD   -  STOVER (1982)
 JD0316
 JD0316                         *CURRENT SURVEY CONTROL
 JD0316  ___________________________________________________________________
 JD0316* NAD 83(1986)-  38 25 57.     (N)    092 55 00.     (W)     SCALED    
 JD0316* NAVD 88     -       338.347  (meters)    1110.06   (feet)  ADJUSTED  
 JD0316  ___________________________________________________________________
 JD0316  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD0316  DYNAMIC HT  -         338.103 (meters)    1109.26  (feet)  COMP
 JD0316  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 JD0316
 JD0316  VERT ORDER  -  SECOND    CLASS 0
 JD0316
 JD0316.The horizontal coordinates were scaled from a topographic map and have
 JD0316.an estimated accuracy of +/- 6 seconds.
 JD0316
 JD0316.The orthometric height was determined by differential leveling
 JD0316.and adjusted by the National Geodetic Survey in June 1991..
 JD0316
 JD0316.The geoid height was determined by GEOID03.
 JD0316
 JD0316.The dynamic height is computed by dividing the NAVD 88
 JD0316.geopotential number by the normal gravity value computed on the
 JD0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0316.degrees latitude (g = 980.6199 gals.).
 JD0316
 JD0316.The modeled gravity was interpolated from observed gravity values.
 JD0316
 JD0316;                    North         East    Units  Estimated Accuracy
 JD0316;SPC MO C     -   288,520.      463,620.      MT  (+/- 180 meters Scaled)
 JD0316
 JD0316                          SUPERSEDED SURVEY CONTROL
 JD0316
 JD0316  NGVD 29 (??/??/92)  338.23   (m)         1109.7    (f) COMPUTED    2 0
 JD0316
 JD0316.Superseded values are not recommended for survey control.
 JD0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0316.See file dsdata.txt to determine how the superseded data were derived.
 JD0316
 JD0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC072538(NAD 83)
 JD0316_MARKER: DS = TRIANGULATION STATION DISK
 JD0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0316_STAMPING: D 8 Z 1963
 JD0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0316+STABILITY: SURFACE MOTION
 JD0316
 JD0316  HISTORY     - Date     Condition        Report By
 JD0316  HISTORY     - 1963     MONUMENTED       CGS
 JD0316
 JD0316                          STATION DESCRIPTION
 JD0316
 JD0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0316'5 MI E FROM STOVER.
 JD0316'ABOUT 4.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0316'RAILROAD FROM THE STATION AT STOVER, THENCE 0.3 MILE NORTH
 JD0316'ALONG A PRIVATE ROAD, THENCE 0.2 MILE WEST ALONG STATE HIGHWAY
 JD0316'52, THENCE 0.15 MILE NORTHEAST ACROSS COUNTRY TO THE CREST OF
 JD0316'A HILL, 3.2 FEET SOUTHEAST OF A FENCE, AND SET IN THE TOP OF
 JD0316'A CONCRETE POST WHICH IS ABOUT 15 INCHES BELOW THE SURFACE OF
 JD0316'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0320 ***********************************************************************
 LF0320  DESIGNATION -  D 80
 LF0320  PID         -  LF0320
 LF0320  STATE/COUNTY-  MO/HOLT
 LF0320  USGS QUAD   -  MOUND CITY (1981)
 LF0320
 LF0320                         *CURRENT SURVEY CONTROL
 LF0320  ___________________________________________________________________
 LF0320* NAD 83(1986)-  40 07 47.     (N)    095 13 49.     (W)     SCALED    
 LF0320* NAVD 88     -       270.008  (meters)     885.85   (feet)  POSTED    
 LF0320  ___________________________________________________________________
 LF0320  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LF0320  DYNAMIC HT  -         269.860 (meters)     885.37  (feet)  COMP
 LF0320  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 LF0320
 LF0320  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LF0320
 LF0320.The horizontal coordinates were scaled from a topographic map and have
 LF0320.an estimated accuracy of +/- 6 seconds.
 LF0320
 LF0320.The orthometric height was determined by differential leveling
 LF0320.and adjusted by the National Geodetic Survey in 1992..
 LF0320.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LF0320.rate of 0.0 thru 1.0 mm/km.
 LF0320
 LF0320.The geoid height was determined by GEOID03.
 LF0320
 LF0320.The dynamic height is computed by dividing the NAVD 88
 LF0320.geopotential number by the normal gravity value computed on the
 LF0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0320.degrees latitude (g = 980.6199 gals.).
 LF0320
 LF0320.The modeled gravity was interpolated from observed gravity values.
 LF0320
 LF0320;                    North         East    Units  Estimated Accuracy
 LF0320;SPC MO W     -   440,130.      787,760.      MT  (+/- 180 meters Scaled)
 LF0320
 LF0320                          SUPERSEDED SURVEY CONTROL
 LF0320
 LF0320  NGVD 29 (??/??/92)  269.936  (m)          885.62   (f) ADJ UNCH    2 0
 LF0320
 LF0320.Superseded values are not recommended for survey control.
 LF0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0320.See file dsdata.txt to determine how the superseded data were derived.
 LF0320
 LF0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE099445(NAD 83)
 LF0320_MARKER: DB = BENCH MARK DISK
 LF0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0320_SP_SET: PIER
 LF0320_STAMPING: D-80 1935
 LF0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0320
 LF0320  HISTORY     - Date     Condition        Report By
 LF0320  HISTORY     - 1935     MONUMENTED       CGS
 LF0320  HISTORY     - 20051125 MARK NOT FOUND   GEOCAC
 LF0320
 LF0320                          STATION DESCRIPTION
 LF0320
 LF0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0320'AT MOUND CITY.
 LF0320'AT MOUND CITY ALONG THE C.B. AND Q. RAILROAD TO THE STREET
 LF0320'CROSSING IMMEDIATELY EAST OF THE DEPOT, THENCE NORTH ALONG THE
 LF0320'STREET ABOUT 350 FEET TO THE BRIDGE OVER DAVIS CREEK.  SET IN
 LF0320'TOP OF THE SOUTHWEST PIER, 9 FEET WEST OF THE CENTERLINE OF THE
 LF0320'STREET, 1 FOOT ABOVE STREET LEVEL.
 LF0320
 LF0320                          STATION RECOVERY (2005)
 LF0320
 LF0320'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LF0320'THE BRIDGE WAS REPLACED IN 1938 AND THE BENCH MARK DISK IS PRESUMED
 LF0320'DESTROYED.
 LF0320' 
 LF0320' 
 LF0320' 
 LF0320' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0321 ***********************************************************************
 LF0321  DESIGNATION -  D 80 RESET
 LF0321  PID         -  LF0321
 LF0321  STATE/COUNTY-  MO/HOLT
 LF0321  USGS QUAD   -  MOUND CITY (1981)
 LF0321
 LF0321                         *CURRENT SURVEY CONTROL
 LF0321  ___________________________________________________________________
 LF0321* NAD 83(1986)-  40 07 44.     (N)    095 13 47.     (W)     SCALED    
 LF0321* NAVD 88     -       271.000  (meters)     889.11   (feet)  ADJUSTED  
 LF0321  ___________________________________________________________________
 LF0321  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LF0321  DYNAMIC HT  -         270.852 (meters)     888.62  (feet)  COMP
 LF0321  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 LF0321
 LF0321  VERT ORDER  -  FIRST     CLASS II
 LF0321
 LF0321.The horizontal coordinates were scaled from a topographic map and have
 LF0321.an estimated accuracy of +/- 6 seconds.
 LF0321
 LF0321.The orthometric height was determined by differential leveling
 LF0321.and adjusted by the National Geodetic Survey in June 1991..
 LF0321
 LF0321.The geoid height was determined by GEOID03.
 LF0321
 LF0321.The dynamic height is computed by dividing the NAVD 88
 LF0321.geopotential number by the normal gravity value computed on the
 LF0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0321.degrees latitude (g = 980.6199 gals.).
 LF0321
 LF0321.The modeled gravity was interpolated from observed gravity values.
 LF0321
 LF0321;                    North         East    Units  Estimated Accuracy
 LF0321;SPC MO W     -   440,030.      787,810.      MT  (+/- 180 meters Scaled)
 LF0321
 LF0321                          SUPERSEDED SURVEY CONTROL
 LF0321
 LF0321  NGVD 29 (??/??/92)  270.927  (m)          888.87   (f) ADJ UNCH    1 2
 LF0321
 LF0321.Superseded values are not recommended for survey control.
 LF0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0321.See file dsdata.txt to determine how the superseded data were derived.
 LF0321
 LF0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE100444(NAD 83)
 LF0321_MARKER: DB = BENCH MARK DISK
 LF0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0321_SP_SET: BRIDGE
 LF0321_STAMPING: D 80 RESET 1938
 LF0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0321
 LF0321  HISTORY     - Date     Condition        Report By
 LF0321  HISTORY     - 1938     MONUMENTED       CGS
 LF0321  HISTORY     - 1948     GOOD             NGS
 LF0321  HISTORY     - 20051125 GOOD             GEOCAC
 LF0321
 LF0321                          STATION DESCRIPTION
 LF0321
 LF0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0321'AT MOUND CITY.
 LF0321'AT MOUND CITY, AT THE STATE STREET BRIDGE OVER DAVIS CREEK, SET
 LF0321'IN THE TOP OF THE SOUTHEAST GUARD POST OF THE BRIDGE, ABOUT
 LF0321'350.0 FEET NORTH ALONG THE STREET FROM THE CROSSING OF THE
 LF0321'CHICAGO, BURLINGTON AND QUINCY RAILROAD, 43.5 FEET WEST OF THE
 LF0321'WEST CORNER OF THE BILL ELDER LIVESTOCK MARKER, 13.4 FEET
 LF0321'NORTHEAST OF THE CENTER LINE OF THE BRIDGE, 4.4 FEET ABOVE
 LF0321'THE ROADWAY.
 LF0321
 LF0321                          STATION RECOVERY (2005)
 LF0321
 LF0321'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LF0321'DELETE THE LIVESTOCK MARKER FROM THE DESCRIPTION.
 LF0321' 
 LF0321'HH2 (NAD83) N40 07 47.2 W95 13 51.8
 LF0321' 
 LF0321' 
 LF0321' 
 LF0321' 
 LF0321' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0112 ***********************************************************************
 KE0112  DESIGNATION -  D 80/9
 KE0112  PID         -  KE0112
 KE0112  STATE/COUNTY-  MO/JACKSON
 KE0112  USGS QUAD   -  KANSAS CITY (1991)
 KE0112
 KE0112                         *CURRENT SURVEY CONTROL
 KE0112  ___________________________________________________________________
 KE0112* NAD 83(1986)-  39 06 32.     (N)    094 30 18.     (W)     SCALED    
 KE0112* NAVD 88     -       232.624  (meters)     763.20   (feet)  ADJUSTED  
 KE0112  ___________________________________________________________________
 KE0112  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KE0112  DYNAMIC HT  -         232.475 (meters)     762.71  (feet)  COMP
 KE0112  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 KE0112
 KE0112  VERT ORDER  -  FIRST     CLASS II
 KE0112
 KE0112.The horizontal coordinates were scaled from a topographic map and have
 KE0112.an estimated accuracy of +/- 6 seconds.
 KE0112
 KE0112.The orthometric height was determined by differential leveling
 KE0112.and adjusted by the National Geodetic Survey in June 1991..
 KE0112
 KE0112.The geoid height was determined by GEOID03.
 KE0112
 KE0112.The dynamic height is computed by dividing the NAVD 88
 KE0112.geopotential number by the normal gravity value computed on the
 KE0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0112.degrees latitude (g = 980.6199 gals.).
 KE0112
 KE0112.The modeled gravity was interpolated from observed gravity values.
 KE0112
 KE0112;                    North         East    Units  Estimated Accuracy
 KE0112;SPC MO W     -   326,540.      849,570.      MT  (+/- 180 meters Scaled)
 KE0112
 KE0112                          SUPERSEDED SURVEY CONTROL
 KE0112
 KE0112  NGVD 29 (??/??/92)  232.544  (m)          762.94   (f) ADJ UNCH    1 2
 KE0112
 KE0112.Superseded values are not recommended for survey control.
 KE0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0112.See file dsdata.txt to determine how the superseded data were derived.
 KE0112
 KE0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD698299(NAD 83)
 KE0112_MARKER: X = CHISELED CROSS
 KE0112_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KE0112_SP_SET: RETAINING WALL
 KE0112_MARK LOGO: NONE  
 KE0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0112+STABILITY: SURFACE MOTION
 KE0112
 KE0112  HISTORY     - Date     Condition        Report By
 KE0112  HISTORY     - UNK      MONUMENTED       USE
 KE0112  HISTORY     - 1938     GOOD             USGS
 KE0112  HISTORY     - 1947     GOOD             NGS
 KE0112  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0112
 KE0112                          STATION DESCRIPTION
 KE0112
 KE0112'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 KE0112'RECOVERED IN GOOD CONDITION.
 KE0112
 KE0112                          STATION RECOVERY (1947)
 KE0112
 KE0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 KE0112'AT KANSAS CITY.
 KE0112'AT KANSAS CITY, JACKSON COUNTY, ON THE RIGHT BANK OF MISSOURI
 KE0112'RIVER, 250 FEET WEST OF THE SHEFFIELD STATION, 200 FEET EAST
 KE0112'OF A STREET UNDERPASS, ON THE NORTH SIDE OF THE TERMINAL TRACKS,
 KE0112'AT THE EAST END OF A CONCRETE RETAINING WALL, AND ON THE SOUTHEAST
 KE0112'CORNER.  A CHISELED CROSS.
 KE0112
 KE0112                          STATION RECOVERY (1986)
 KE0112
 KE0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0184 ***********************************************************************
 LF0184  DESIGNATION -  D 81
 LF0184  PID         -  LF0184
 LF0184  STATE/COUNTY-  MO/NODAWAY
 LF0184  USGS QUAD   -  HOPKINS (1980)
 LF0184
 LF0184                         *CURRENT SURVEY CONTROL
 LF0184  ___________________________________________________________________
 LF0184* NAD 83(1986)-  40 33 12.     (N)    094 48 58.     (W)     SCALED    
 LF0184* NAVD 88     -       318.659  (meters)    1045.47   (feet)  ADJUSTED  
 LF0184  ___________________________________________________________________
 LF0184  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 LF0184  DYNAMIC HT  -         318.489 (meters)    1044.91  (feet)  COMP
 LF0184  MODELED GRAV-     980,084.2   (mgal)                       NAVD 88
 LF0184
 LF0184  VERT ORDER  -  SECOND    CLASS 0
 LF0184
 LF0184.The horizontal coordinates were scaled from a topographic map and have
 LF0184.an estimated accuracy of +/- 6 seconds.
 LF0184
 LF0184.The orthometric height was determined by differential leveling
 LF0184.and adjusted by the National Geodetic Survey in June 1991..
 LF0184
 LF0184.The geoid height was determined by GEOID03.
 LF0184
 LF0184.The dynamic height is computed by dividing the NAVD 88
 LF0184.geopotential number by the normal gravity value computed on the
 LF0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0184.degrees latitude (g = 980.6199 gals.).
 LF0184
 LF0184.The modeled gravity was interpolated from observed gravity values.
 LF0184
 LF0184;                    North         East    Units  Estimated Accuracy
 LF0184;SPC MO W     -   486,950.      823,230.      MT  (+/- 180 meters Scaled)
 LF0184
 LF0184                          SUPERSEDED SURVEY CONTROL
 LF0184
 LF0184  NGVD 29 (??/??/92)  318.560  (m)         1045.14   (f) ADJ UNCH    2 0
 LF0184
 LF0184.Superseded values are not recommended for survey control.
 LF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0184.See file dsdata.txt to determine how the superseded data were derived.
 LF0184
 LF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE462907(NAD 83)
 LF0184_MARKER: DB = BENCH MARK DISK
 LF0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0184_SP_SET: BRIDGE
 LF0184_STAMPING: D 81 1935
 LF0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0184
 LF0184  HISTORY     - Date     Condition        Report By
 LF0184  HISTORY     - 1935     MONUMENTED       CGS
 LF0184  HISTORY     - 1960     GOOD             NGS
 LF0184
 LF0184                          STATION DESCRIPTION
 LF0184
 LF0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0184'AT HOPKINS.
 LF0184'AT HOPKINS, NODAWAY COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0184'QUINCY RAILROAD, 7 POLES NORTH OF THE STATION, 100 FEET WEST OF
 LF0184'BRIDGE 44.78 AT A 75-FOOT CONCRETE BRIDGE ON STATE HIGHWAY 27,
 LF0184'IN THE TOP OF THE NORTHEAST WINGWALL, AND LEVEL WITH THE TRACK.
 LF0184'A STANDARD DISK, STAMPED D 81 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8711 ***********************************************************************
 DF8711  DESIGNATION -  D 81 RESET
 DF8711  PID         -  DF8711
 DF8711  STATE/COUNTY-  MO/NODAWAY
 DF8711  USGS QUAD   -  HOPKINS (1980)
 DF8711
 DF8711                         *CURRENT SURVEY CONTROL
 DF8711  ___________________________________________________________________
 DF8711* NAD 83(1986)-  40 33 12.     (N)    094 48 58.     (W)     SCALED    
 DF8711* NAVD 88     -       318.03   (meters)    1043.4    (feet)  RESET     
 DF8711  ___________________________________________________________________
 DF8711  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DF8711
 DF8711  VERT ORDER  -  THIRD
 DF8711
 DF8711.The horizontal coordinates were scaled from a topographic map and have
 DF8711.an estimated accuracy of +/- 6 seconds.
 DF8711
 DF8711.The orthometric height was computed from unverified reset data.
 DF8711.No vertical observational check was made to the station.
 DF8711
 DF8711.The geoid height was determined by GEOID03.
 DF8711
 DF8711;                    North         East    Units  Estimated Accuracy
 DF8711;SPC MO W     -   486,950.      823,230.      MT  (+/- 180 meters Scaled)
 DF8711
 DF8711                          SUPERSEDED SURVEY CONTROL
 DF8711
 DF8711.No superseded survey control is available for this station.
 DF8711
 DF8711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE462907(NAD 83)
 DF8711_MARKER: DV = VERTICAL CONTROL DISK
 DF8711_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF8711_SP_SET: MANHOLE BASE
 DF8711_STAMPING: D 81 RESET
 DF8711_MARK LOGO: NGS   
 DF8711_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8711
 DF8711  HISTORY     - Date     Condition        Report By
 DF8711  HISTORY     - 1998     MONUMENTED       MODNR
 DF8711
 DF8711                          STATION DESCRIPTION
 DF8711
 DF8711'DESCRIBED BY MO DEPT OF NAT RES 1998
 DF8711'THE MARK IS AT THE INTERSECTION OF NORTH 5TH STREET AND EAST CRAIG
 DF8711'STREET IN HOPKINS, MISSOURI.  THE MARK IS LOCATED IN THE NORTHEAST
 DF8711'CORNER ON THE INTERSECTION OF NORTH 5TH STREET AND EAST CRAIG STREET,
 DF8711'IN THE TOWN OF HOPKINS.  IT IS 36.0 FEET (11.0 M) EAST OF THE CENTER
 DF8711'OF NORTH 5TH STREET, 25.0 FEET (7.6 M) NORTH OF THE CENTER OF EAST
 DF8711'CRAIG STREET.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN A
 DF8711'DRILL HOLE IN A LARGE CONCRETE BOX WITH A MAN HOLE COVER IN THE
 DF8711'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0362 ***********************************************************************
 LE0362  DESIGNATION -  D 82
 LE0362  PID         -  LE0362
 LE0362  STATE/COUNTY-  MO/GRUNDY
 LE0362  USGS QUAD   -  SPICKARD (1984)
 LE0362
 LE0362                         *CURRENT SURVEY CONTROL
 LE0362  ___________________________________________________________________
 LE0362* NAD 83(1986)-  40 11 31.     (N)    093 36 18.     (W)     SCALED    
 LE0362* NAVD 88     -       237.275  (meters)     778.46   (feet)  ADJUSTED  
 LE0362  ___________________________________________________________________
 LE0362  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LE0362  DYNAMIC HT  -         237.149 (meters)     778.05  (feet)  COMP
 LE0362  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 LE0362
 LE0362  VERT ORDER  -  SECOND    CLASS 0
 LE0362
 LE0362.The horizontal coordinates were scaled from a topographic map and have
 LE0362.an estimated accuracy of +/- 6 seconds.
 LE0362
 LE0362.The orthometric height was determined by differential leveling
 LE0362.and adjusted by the National Geodetic Survey in June 1991..
 LE0362
 LE0362.The geoid height was determined by GEOID03.
 LE0362
 LE0362.The dynamic height is computed by dividing the NAVD 88
 LE0362.geopotential number by the normal gravity value computed on the
 LE0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0362.degrees latitude (g = 980.6199 gals.).
 LE0362
 LE0362.The modeled gravity was interpolated from observed gravity values.
 LE0362
 LE0362;                    North         East    Units  Estimated Accuracy
 LE0362;SPC MO C     -   484,350.      405,910.      MT  (+/- 180 meters Scaled)
 LE0362
 LE0362                          SUPERSEDED SURVEY CONTROL
 LE0362
 LE0362  NGVD 29 (??/??/92)  237.266  (m)          778.43   (f) ADJ UNCH    2 0
 LE0362
 LE0362.Superseded values are not recommended for survey control.
 LE0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0362.See file dsdata.txt to determine how the superseded data were derived.
 LE0362
 LE0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE485492(NAD 83)
 LE0362_MARKER: DB = BENCH MARK DISK
 LE0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0362_STAMPING: D 82 1935
 LE0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0362+STABILITY: SURFACE MOTION
 LE0362
 LE0362  HISTORY     - Date     Condition        Report By
 LE0362  HISTORY     - 1935     MONUMENTED       CGS
 LE0362  HISTORY     - 1967     GOOD             NGS
 LE0362  HISTORY     - 20030709 MARK NOT FOUND   MODNR
 LE0362
 LE0362                          STATION DESCRIPTION
 LE0362
 LE0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0362'2.1 MI N FROM TINDALL.
 LE0362'2.1 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0362'RAILROAD FROM THE STATION AT TINDALL, GRUNDY COUNTY, 1-1/2
 LE0362'POLES SOUTH OF MILEPOST 408, AT A ROAD CROSSING, 40 FEET
 LE0362'WEST OF THE CENTERLINE OF THE TRACK, 30 FEET NORTH OF THE
 LE0362'CENTERLINE OF THE ROAD, 5 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 LE0362'AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LE0362'STAMPED D 82 1935 AND SET IN THE TOP OF A CONCRETE POST.  5 FOOT
 LE0362'WEST OF METAL WITNESS POST.
 LE0362
 LE0362                          STATION RECOVERY (1967)
 LE0362
 LE0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0362'RECOVERED IN GOOD CONDITION.
 LE0362
 LE0362                          STATION RECOVERY (2003)
 LE0362
 LE0362'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 LE0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0346 ***********************************************************************
 LE0346  DESIGNATION -  D 83
 LE0346  PID         -  LE0346
 LE0346  STATE/COUNTY-  MO/HARRISON
 LE0346  USGS QUAD   -  EAGLEVILLE (1984)
 LE0346
 LE0346                         *CURRENT SURVEY CONTROL
 LE0346  ___________________________________________________________________
 LE0346* NAD 83(1986)-  40 22 44.     (N)    093 56 06.     (W)     SCALED    
 LE0346* NAVD 88     -       322.447  (meters)    1057.89   (feet)  ADJUSTED  
 LE0346  ___________________________________________________________________
 LE0346  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LE0346  DYNAMIC HT  -         322.279 (meters)    1057.34  (feet)  COMP
 LE0346  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 LE0346
 LE0346  VERT ORDER  -  SECOND    CLASS 0
 LE0346
 LE0346.The horizontal coordinates were scaled from a topographic map and have
 LE0346.an estimated accuracy of +/- 6 seconds.
 LE0346
 LE0346.The orthometric height was determined by differential leveling
 LE0346.and adjusted by the National Geodetic Survey in June 1991..
 LE0346
 LE0346.The geoid height was determined by GEOID03.
 LE0346
 LE0346.The dynamic height is computed by dividing the NAVD 88
 LE0346.geopotential number by the normal gravity value computed on the
 LE0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0346.degrees latitude (g = 980.6199 gals.).
 LE0346
 LE0346.The modeled gravity was interpolated from observed gravity values.
 LE0346
 LE0346;                    North         East    Units  Estimated Accuracy
 LE0346;SPC MO W     -   467,690.      897,980.      MT  (+/- 180 meters Scaled)
 LE0346
 LE0346                          SUPERSEDED SURVEY CONTROL
 LE0346
 LE0346  NGVD 29 (??/??/92)  322.356  (m)         1057.60   (f) ADJ UNCH    2 0
 LE0346
 LE0346.Superseded values are not recommended for survey control.
 LE0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0346.See file dsdata.txt to determine how the superseded data were derived.
 LE0346
 LE0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE206702(NAD 83)
 LE0346_MARKER: DB = BENCH MARK DISK
 LE0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0346_SP_SET: PEDESTAL
 LE0346_STAMPING: D 83 1935
 LE0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0346+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2000
 LE0346
 LE0346  HISTORY     - Date     Condition        Report By
 LE0346  HISTORY     - 1935     MONUMENTED       CGS
 LE0346  HISTORY     - 1967     GOOD             NGS
 LE0346  HISTORY     - 1983     GOOD             LOCENG
 LE0346  HISTORY     - 20000413 GOOD             LOCENG
 LE0346
 LE0346                          STATION DESCRIPTION
 LE0346
 LE0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0346'AT RIDGEWAY.
 LE0346'AT RIDGEWAY, HARRISON COUNTY, 175 FEET EAST OF THE CHICAGO,
 LE0346'BURLINGTON AND QUINCY RAILROAD TRACKS, 66 FEET NORTH OF A POWER
 LE0346'PLANT, AT THE WATER TOWER, IN THE TOP OF THE WEST CORNER OF THE
 LE0346'CONCRETE PEDESTAL UNDER THE NORTHWEST LEG, AND ABOUT 1 FOOT
 LE0346'ABOVE THE GROUND.  A STANDARD DISK, STAMPED D 83 1935.
 LE0346
 LE0346                          STATION RECOVERY (1967)
 LE0346
 LE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0346'RECOVERED IN GOOD CONDITION.
 LE0346
 LE0346                          STATION RECOVERY (1983)
 LE0346
 LE0346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 LE0346'RAILROAD TRACK AND POWER PLANT ARE NOW GONE.
 LE0346
 LE0346                          STATION RECOVERY (2000)
 LE0346
 LE0346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 LE0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0582 ***********************************************************************
 LD0582  DESIGNATION -  D 85
 LD0582  PID         -  LD0582
 LD0582  STATE/COUNTY-  MO/CLARK
 LD0582  USGS QUAD   -  WYACONDA (1975)
 LD0582
 LD0582                         *CURRENT SURVEY CONTROL
 LD0582  ___________________________________________________________________
 LD0582* NAD 83(1986)-  40 23 55.     (N)    091 52 35.     (W)     SCALED    
 LD0582* NAVD 88     -       199.429  (meters)     654.29   (feet)  ADJUSTED  
 LD0582  ___________________________________________________________________
 LD0582  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LD0582  DYNAMIC HT  -         199.327 (meters)     653.96  (feet)  COMP
 LD0582  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 LD0582
 LD0582  VERT ORDER  -  SECOND    CLASS 0
 LD0582
 LD0582.The horizontal coordinates were scaled from a topographic map and have
 LD0582.an estimated accuracy of +/- 6 seconds.
 LD0582
 LD0582.The orthometric height was determined by differential leveling
 LD0582.and adjusted by the National Geodetic Survey in June 1991..
 LD0582
 LD0582.The geoid height was determined by GEOID03.
 LD0582
 LD0582.The dynamic height is computed by dividing the NAVD 88
 LD0582.geopotential number by the normal gravity value computed on the
 LD0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0582.degrees latitude (g = 980.6199 gals.).
 LD0582
 LD0582.The modeled gravity was interpolated from observed gravity values.
 LD0582
 LD0582;                    North         East    Units  Estimated Accuracy
 LD0582;SPC MO E     -   507,620.      133,160.      MT  (+/- 180 meters Scaled)
 LD0582
 LD0582                          SUPERSEDED SURVEY CONTROL
 LD0582
 LD0582  NGVD 29 (??/??/92)  199.456  (m)          654.38   (f) ADJ UNCH    2 0
 LD0582
 LD0582.Superseded values are not recommended for survey control.
 LD0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0582.See file dsdata.txt to determine how the superseded data were derived.
 LD0582
 LD0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE953726(NAD 83)
 LD0582_MARKER: DB = BENCH MARK DISK
 LD0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0582_SP_SET: BRIDGE
 LD0582_STAMPING: D 85 1935
 LD0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0582
 LD0582  HISTORY     - Date     Condition        Report By
 LD0582  HISTORY     - 1935     MONUMENTED       CGS
 LD0582
 LD0582                          STATION DESCRIPTION
 LD0582
 LD0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0582'2.7 MI NE FROM WYACONDA.
 LD0582'2.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0582'RAILWAY FROM THE STATION AT WYACONDA, CLARK COUNTY, AT A
 LD0582'PRIVATE-ROAD CROSSING, AT OVERPASS 269 B, IN THE TOP OF THE EAST
 LD0582'END OF THE NORTH HEADWALL, 25 FEET NORTH OF THE CENTERLINE OF
 LD0582'THE NORTH TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A
 LD0582'STANDARD DISK, STAMPED D 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0102 ***********************************************************************
 LE0102  DESIGNATION -  D 86
 LE0102  PID         -  LE0102
 LE0102  STATE/COUNTY-  MO/SCOTLAND
 LE0102  USGS QUAD   -  MEMPHIS (1982)
 LE0102
 LE0102                         *CURRENT SURVEY CONTROL
 LE0102  ___________________________________________________________________
 LE0102* NAD 83(1986)-  40 27 39.     (N)    092 08 04.     (W)     SCALED    
 LE0102* NAVD 88     -       237.081  (meters)     777.82   (feet)  ADJUSTED  
 LE0102  ___________________________________________________________________
 LE0102  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LE0102  DYNAMIC HT  -         236.960 (meters)     777.43  (feet)  COMP
 LE0102  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LE0102
 LE0102  VERT ORDER  -  SECOND    CLASS 0
 LE0102
 LE0102.The horizontal coordinates were scaled from a topographic map and have
 LE0102.an estimated accuracy of +/- 6 seconds.
 LE0102
 LE0102.The orthometric height was determined by differential leveling
 LE0102.and adjusted by the National Geodetic Survey in June 1991..
 LE0102
 LE0102.The geoid height was determined by GEOID03.
 LE0102
 LE0102.The dynamic height is computed by dividing the NAVD 88
 LE0102.geopotential number by the normal gravity value computed on the
 LE0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0102.degrees latitude (g = 980.6199 gals.).
 LE0102
 LE0102.The modeled gravity was interpolated from observed gravity values.
 LE0102
 LE0102;                    North         East    Units  Estimated Accuracy
 LE0102;SPC MO C     -   513,680.      531,000.      MT  (+/- 180 meters Scaled)
 LE0102
 LE0102                          SUPERSEDED SURVEY CONTROL
 LE0102
 LE0102  NGVD 29 (??/??/92)  237.090  (m)          777.85   (f) ADJ UNCH    2 0
 LE0102
 LE0102.Superseded values are not recommended for survey control.
 LE0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0102.See file dsdata.txt to determine how the superseded data were derived.
 LE0102
 LE0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE733792(NAD 83)
 LE0102_MARKER: DB = BENCH MARK DISK
 LE0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0102_STAMPING: D 86 1935
 LE0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0102+STABILITY: SURFACE MOTION
 LE0102
 LE0102  HISTORY     - Date     Condition        Report By
 LE0102  HISTORY     - 1935     MONUMENTED       CGS
 LE0102  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0102
 LE0102                          STATION DESCRIPTION
 LE0102
 LE0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0102'1.7 MI E FROM MEMPHIS.
 LE0102'1.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0102'FROM THE STATION AT MEMPHIS, SCOTLAND COUNTY, 10 POLES EAST
 LE0102'OF BRIDGE 43.60, AT A ROAD CROSSING, 40 FEET NORTH OF THE
 LE0102'CENTERLINE OF THE TRACK, 22 FEET WEST OF THE CENTERLINE OF THE
 LE0102'ROAD, 10 FEET SOUTH OF A FENCE CORNER, AND 6 FEET LOWER THAN
 LE0102'THE TRACK.  A STANDARD DISK, STAMPED D 86 1935 AND SET IN THE
 LE0102'TOP OF A CONCRETE POST.
 LE0102
 LE0102                          STATION RECOVERY (1967)
 LE0102
 LE0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0679 ***********************************************************************
 GE0679  DESIGNATION -  D 9
 GE0679  PID         -  GE0679
 GE0679  STATE/COUNTY-  MO/OREGON
 GE0679  USGS QUAD   -  THAYER (1986)
 GE0679
 GE0679                         *CURRENT SURVEY CONTROL
 GE0679  ___________________________________________________________________
 GE0679* NAD 83(1986)-  36 31 57.     (N)    091 32 39.     (W)     SCALED    
 GE0679* NAVD 88     -       163.992  (meters)     538.03   (feet)  ADJUSTED  
 GE0679  ___________________________________________________________________
 GE0679  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GE0679  DYNAMIC HT  -         163.858 (meters)     537.59  (feet)  COMP
 GE0679  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 GE0679
 GE0679  VERT ORDER  -  FIRST     CLASS II
 GE0679
 GE0679.The horizontal coordinates were scaled from a topographic map and have
 GE0679.an estimated accuracy of +/- 6 seconds.
 GE0679
 GE0679.The orthometric height was determined by differential leveling
 GE0679.and adjusted by the National Geodetic Survey in June 1991..
 GE0679
 GE0679.The geoid height was determined by GEOID03.
 GE0679
 GE0679.The dynamic height is computed by dividing the NAVD 88
 GE0679.geopotential number by the normal gravity value computed on the
 GE0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0679.degrees latitude (g = 980.6199 gals.).
 GE0679
 GE0679.The modeled gravity was interpolated from observed gravity values.
 GE0679
 GE0679;                    North         East    Units  Estimated Accuracy
 GE0679;SPC MO E     -    78,080.      156,500.      MT  (+/- 180 meters Scaled)
 GE0679
 GE0679                          SUPERSEDED SURVEY CONTROL
 GE0679
 GE0679  NGVD 29 (10/05/93)  163.863  (m)          537.61   (f) ADJUSTED    1 2
 GE0679
 GE0679.Superseded values are not recommended for survey control.
 GE0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0679.See file dsdata.txt to determine how the superseded data were derived.
 GE0679
 GE0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA303439(NAD 83)
 GE0679_MARKER: DB = BENCH MARK DISK
 GE0679_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0679_SP_SET: HEADWALL
 GE0679_STAMPING: D 9 1928 537.640
 GE0679_MARK LOGO: CGS   
 GE0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0679+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1990
 GE0679
 GE0679  HISTORY     - Date     Condition        Report By
 GE0679  HISTORY     - 1928     MONUMENTED       CGS
 GE0679  HISTORY     - 1934     GOOD             NGS
 GE0679  HISTORY     - 19900906 GOOD             NGS
 GE0679
 GE0679                          STATION DESCRIPTION
 GE0679
 GE0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0679'IN THAYER.
 GE0679'IN THE NORTHWEST PART OF THAYER, OREGON COUNTY, ON THE
 GE0679'RIGHT-OF-WAY OF THE ST. LOUIS-SAN FRANCISCO RAILWAY, 0.5 MILE
 GE0679'NORTHWEST OF THE STATION, 0.3 MILE SOUTHEAST OF THE OVERHEAD
 GE0679'TRUSS BRIDGE CARRYING U.S. HIGHWAY 63 AND STATE HIGHWAY 19 OVER
 GE0679'THE TRACK, AT THE CROSSING OF A STREET, 57.6 FEET EAST OF THE
 GE0679'CROSSING SIGN, 39 FEET SOUTHEAST OF THE CENTER OF THE CROSSING,
 GE0679'10.8 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AT A
 GE0679'SMALL CONCRETE CULVERT (BUILT IN 1916), AND IN THE TOP OF THE
 GE0679'NORTHWEST END OF THE SOUTHWEST HEADWALL.  A STANDARD DISK,
 GE0679'STAMPED 537.640 D 9 1928.
 GE0679
 GE0679                          STATION RECOVERY (1990)
 GE0679
 GE0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0679'IN THAYER, AT THE INTERSECTION OF OLD ALTON ROAD AND THE BURLINGTON
 GE0679'NORTHERN RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE
 GE0679'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT, 11.4 M
 GE0679'(37.4 FT) SOUTHEAST OF THE ROAD CENTER, 2.3 M (7.5 FT) SOUTHWEST OF
 GE0679'THE NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1355 ***********************************************************************
 JD1355  DESIGNATION -  D 9 B 1
 JD1355  PID         -  JD1355
 JD1355  STATE/COUNTY-  MO/MORGAN
 JD1355  USGS QUAD   -  CROCKERVILLE (1980)
 JD1355
 JD1355                         *CURRENT SURVEY CONTROL
 JD1355  ___________________________________________________________________
 JD1355* NAD 83(1986)-  38 26 48.     (N)    093 02 13.     (W)     SCALED    
 JD1355* NAVD 88     -       326.191  (meters)    1070.18   (feet)  ADJUSTED  
 JD1355  ___________________________________________________________________
 JD1355  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD1355  DYNAMIC HT  -         325.957 (meters)    1069.41  (feet)  COMP
 JD1355  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 JD1355
 JD1355  VERT ORDER  -  SECOND    CLASS 0
 JD1355
 JD1355.The horizontal coordinates were scaled from a topographic map and have
 JD1355.an estimated accuracy of +/- 6 seconds.
 JD1355
 JD1355.The orthometric height was determined by differential leveling
 JD1355.and adjusted by the National Geodetic Survey in June 1991..
 JD1355
 JD1355.The geoid height was determined by GEOID03.
 JD1355
 JD1355.The dynamic height is computed by dividing the NAVD 88
 JD1355.geopotential number by the normal gravity value computed on the
 JD1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1355.degrees latitude (g = 980.6199 gals.).
 JD1355
 JD1355.The modeled gravity was interpolated from observed gravity values.
 JD1355
 JD1355;                    North         East    Units  Estimated Accuracy
 JD1355;SPC MO C     -   290,150.      453,130.      MT  (+/- 180 meters Scaled)
 JD1355
 JD1355                          SUPERSEDED SURVEY CONTROL
 JD1355
 JD1355  NGVD 29 (??/??/92)  326.07   (m)         1069.8    (f) COMPUTED    2 0
 JD1355
 JD1355.Superseded values are not recommended for survey control.
 JD1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1355.See file dsdata.txt to determine how the superseded data were derived.
 JD1355
 JD1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC967553(NAD 83)
 JD1355_MARKER: DZ = AZIMUTH MARK DISK
 JD1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1355_STAMPING: D9 B1
 JD1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1355+STABILITY: SURFACE MOTION
 JD1355
 JD1355  HISTORY     - Date     Condition        Report By
 JD1355  HISTORY     - UNK      MONUMENTED       DOD
 JD1355  HISTORY     - 1963     GOOD             NGS
 JD1355
 JD1355                          STATION DESCRIPTION
 JD1355
 JD1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1355'3.6 MI NW FROM STOVER.
 JD1355'ABOUT 2.15 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1355'RAILROAD FROM THE STATION AT STOVER, THENCE 0.5 MILE NORTH ALONG
 JD1355'STATE ROAD FF, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY 52, THENCE
 JD1355'0.25 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE WEST
 JD1355'ACROSS COUNTRY THROUGH LARGE TREES, IN THE NORTH EDGE OF A
 JD1355'CULTIVATED FIELD, THE TOP SURFACE OVER THE CENTER HOLE OF A
 JD1355'METAL COVERED TRIBRACH WHICH IS MOUNTED ON THE TOP OF AN
 JD1355'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1354 ***********************************************************************
 JD1354  DESIGNATION -  D 9 B 2
 JD1354  PID         -  JD1354
 JD1354  STATE/COUNTY-  MO/MORGAN
 JD1354  USGS QUAD   -  CROCKERVILLE (1980)
 JD1354
 JD1354                         *CURRENT SURVEY CONTROL
 JD1354  ___________________________________________________________________
 JD1354* NAD 83(1986)-  38 26 49.     (N)    093 02 02.     (W)     SCALED    
 JD1354* NAVD 88     -       329.319  (meters)    1080.44   (feet)  ADJUSTED  
 JD1354  ___________________________________________________________________
 JD1354  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD1354  DYNAMIC HT  -         329.082 (meters)    1079.66  (feet)  COMP
 JD1354  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 JD1354
 JD1354  VERT ORDER  -  SECOND    CLASS 0
 JD1354
 JD1354.The horizontal coordinates were scaled from a topographic map and have
 JD1354.an estimated accuracy of +/- 6 seconds.
 JD1354
 JD1354.The orthometric height was determined by differential leveling
 JD1354.and adjusted by the National Geodetic Survey in June 1991..
 JD1354
 JD1354.The geoid height was determined by GEOID03.
 JD1354
 JD1354.The dynamic height is computed by dividing the NAVD 88
 JD1354.geopotential number by the normal gravity value computed on the
 JD1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1354.degrees latitude (g = 980.6199 gals.).
 JD1354
 JD1354.The modeled gravity was interpolated from observed gravity values.
 JD1354
 JD1354;                    North         East    Units  Estimated Accuracy
 JD1354;SPC MO C     -   290,180.      453,400.      MT  (+/- 180 meters Scaled)
 JD1354
 JD1354                          SUPERSEDED SURVEY CONTROL
 JD1354
 JD1354  NGVD 29 (??/??/92)  329.20   (m)         1080.1    (f) COMPUTED    2 0
 JD1354
 JD1354.Superseded values are not recommended for survey control.
 JD1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1354.See file dsdata.txt to determine how the superseded data were derived.
 JD1354
 JD1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC970554(NAD 83)
 JD1354_MARKER: DZ = AZIMUTH MARK DISK
 JD1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1354_STAMPING: D9 B2
 JD1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1354+STABILITY: SURFACE MOTION
 JD1354
 JD1354  HISTORY     - Date     Condition        Report By
 JD1354  HISTORY     - UNK      MONUMENTED       DOD
 JD1354  HISTORY     - 1963     GOOD             NGS
 JD1354
 JD1354                          STATION DESCRIPTION
 JD1354
 JD1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1354'3.2 MI NW FROM STOVER.
 JD1354'ABOUT 2.15 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1354'RAILROAD FROM THE STATION AT STOVER, THENCE 0.5 MILE NORTH
 JD1354'ALONG STATE ROAD FF, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 JD1354'52, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.25
 JD1354'MILE WEST ACROSS COUNTRY THROUGH SOME LARGE TREES, ABOUT
 JD1354'0.1 MILE WEST OF A FENCE, THE TOP SURFACE OVER THE CENTER HOLE
 JD1354'OF A METAL COVERED TRIBRACH WHICH IS MOUNTED ON THE TOP OF AN
 JD1354'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1352 ***********************************************************************
 JD1352  DESIGNATION -  D 9 Z
 JD1352  PID         -  JD1352
 JD1352  STATE/COUNTY-  MO/MORGAN
 JD1352  USGS QUAD   -  CROCKERVILLE (1980)
 JD1352
 JD1352                         *CURRENT SURVEY CONTROL
 JD1352  ___________________________________________________________________
 JD1352* NAD 83(1986)-  38 26 46.     (N)    093 01 47.     (W)     SCALED    
 JD1352* NAVD 88     -       337.631  (meters)    1107.71   (feet)  ADJUSTED  
 JD1352  ___________________________________________________________________
 JD1352  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD1352  DYNAMIC HT  -         337.389 (meters)    1106.92  (feet)  COMP
 JD1352  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 JD1352
 JD1352  VERT ORDER  -  SECOND    CLASS 0
 JD1352
 JD1352.The horizontal coordinates were scaled from a topographic map and have
 JD1352.an estimated accuracy of +/- 6 seconds.
 JD1352
 JD1352.The orthometric height was determined by differential leveling
 JD1352.and adjusted by the National Geodetic Survey in June 1991..
 JD1352
 JD1352.The geoid height was determined by GEOID03.
 JD1352
 JD1352.The dynamic height is computed by dividing the NAVD 88
 JD1352.geopotential number by the normal gravity value computed on the
 JD1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1352.degrees latitude (g = 980.6199 gals.).
 JD1352
 JD1352.The modeled gravity was interpolated from observed gravity values.
 JD1352
 JD1352;                    North         East    Units  Estimated Accuracy
 JD1352;SPC MO C     -   290,080.      453,760.      MT  (+/- 180 meters Scaled)
 JD1352
 JD1352                          SUPERSEDED SURVEY CONTROL
 JD1352
 JD1352  NGVD 29 (??/??/92)  337.51   (m)         1107.3    (f) COMPUTED    2 0
 JD1352
 JD1352.Superseded values are not recommended for survey control.
 JD1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1352.See file dsdata.txt to determine how the superseded data were derived.
 JD1352
 JD1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC974553(NAD 83)
 JD1352_MARKER: DS = TRIANGULATION STATION DISK
 JD1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1352_STAMPING: D 9 Z 1963
 JD1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1352+STABILITY: SURFACE MOTION
 JD1352
 JD1352  HISTORY     - Date     Condition        Report By
 JD1352  HISTORY     - 1963     MONUMENTED       CGS
 JD1352
 JD1352                          STATION DESCRIPTION
 JD1352
 JD1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1352'3 MI NW FROM STOVER.
 JD1352'ABOUT 2.15 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1352'RAILROAD FROM THE STATION AT STOVER, THENCE 0.5 MILE NORTH
 JD1352'ALONG STATE ROAD FF, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY 52,
 JD1352'THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD, 37 FEET EAST
 JD1352'OF THE CENTER LINE OF THE ROAD, 84.0 FEET SOUTH-SOUTHEAST
 JD1352'OF D 9 Z R.M. 2, 86.3 FEET NORTH-NORTHEAST OF D 9 Z R.M. 1, 23
 JD1352'FEET SOUTHEAST OF A POWER POLE, 20 1/2 FEET EAST OF A FENCE,
 JD1352'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1351 ***********************************************************************
 JD1351  DESIGNATION -  D 9 Z RM 1
 JD1351  PID         -  JD1351
 JD1351  STATE/COUNTY-  MO/MORGAN
 JD1351  USGS QUAD   -  CROCKERVILLE (1980)
 JD1351
 JD1351                         *CURRENT SURVEY CONTROL
 JD1351  ___________________________________________________________________
 JD1351* NAD 83(1986)-  38 26 45.     (N)    093 01 47.     (W)     SCALED    
 JD1351* NAVD 88     -       336.107  (meters)    1102.71   (feet)  ADJUSTED  
 JD1351  ___________________________________________________________________
 JD1351  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD1351  DYNAMIC HT  -         335.865 (meters)    1101.92  (feet)  COMP
 JD1351  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 JD1351
 JD1351  VERT ORDER  -  SECOND    CLASS 0
 JD1351
 JD1351.The horizontal coordinates were scaled from a topographic map and have
 JD1351.an estimated accuracy of +/- 6 seconds.
 JD1351
 JD1351.The orthometric height was determined by differential leveling
 JD1351.and adjusted by the National Geodetic Survey in June 1991..
 JD1351
 JD1351.The geoid height was determined by GEOID03.
 JD1351
 JD1351.The dynamic height is computed by dividing the NAVD 88
 JD1351.geopotential number by the normal gravity value computed on the
 JD1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1351.degrees latitude (g = 980.6199 gals.).
 JD1351
 JD1351.The modeled gravity was interpolated from observed gravity values.
 JD1351
 JD1351;                    North         East    Units  Estimated Accuracy
 JD1351;SPC MO C     -   290,050.      453,760.      MT  (+/- 180 meters Scaled)
 JD1351
 JD1351                          SUPERSEDED SURVEY CONTROL
 JD1351
 JD1351  NGVD 29 (??/??/92)  335.98   (m)         1102.3    (f) COMPUTED    2 0
 JD1351
 JD1351.Superseded values are not recommended for survey control.
 JD1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1351.See file dsdata.txt to determine how the superseded data were derived.
 JD1351
 JD1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC974552(NAD 83)
 JD1351_MARKER: DR = REFERENCE MARK DISK
 JD1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1351_STAMPING: D 9 Z NO 1 1963
 JD1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1351+STABILITY: SURFACE MOTION
 JD1351
 JD1351  HISTORY     - Date     Condition        Report By
 JD1351  HISTORY     - 1963     MONUMENTED       CGS
 JD1351
 JD1351                          STATION DESCRIPTION
 JD1351
 JD1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1351'3 MI NW FROM STOVER.
 JD1351'ABOUT 2.15 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1351'RAILROAD FROM THE STATION AT STOVER, THENCE 0.5 MILE NORTH ALONG
 JD1351'STATE HIGHWAY FF, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY 52,
 JD1351'THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD, 15 FEET EAST
 JD1351'OF THE CENTER LINE OF THE ROAD, 86.3 FEET SOUTH-SOUTHWEST
 JD1351'OF D 9 Z 1963, 1 FOOT EAST OF A FENCE, 1.5 FEET SOUTH OF A
 JD1351'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 JD1351'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1353 ***********************************************************************
 JD1353  DESIGNATION -  D 9 Z RM 2
 JD1353  PID         -  JD1353
 JD1353  STATE/COUNTY-  MO/MORGAN
 JD1353  USGS QUAD   -  CROCKERVILLE (1980)
 JD1353
 JD1353                         *CURRENT SURVEY CONTROL
 JD1353  ___________________________________________________________________
 JD1353* NAD 83(1986)-  38 26 47.     (N)    093 01 47.     (W)     SCALED    
 JD1353* NAVD 88     -       339.022  (meters)    1112.27   (feet)  ADJUSTED  
 JD1353  ___________________________________________________________________
 JD1353  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD1353  DYNAMIC HT  -         338.778 (meters)    1111.47  (feet)  COMP
 JD1353  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 JD1353
 JD1353  VERT ORDER  -  SECOND    CLASS 0
 JD1353
 JD1353.The horizontal coordinates were scaled from a topographic map and have
 JD1353.an estimated accuracy of +/- 6 seconds.
 JD1353
 JD1353.The orthometric height was determined by differential leveling
 JD1353.and adjusted by the National Geodetic Survey in June 1991..
 JD1353
 JD1353.The geoid height was determined by GEOID03.
 JD1353
 JD1353.The dynamic height is computed by dividing the NAVD 88
 JD1353.geopotential number by the normal gravity value computed on the
 JD1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1353.degrees latitude (g = 980.6199 gals.).
 JD1353
 JD1353.The modeled gravity was interpolated from observed gravity values.
 JD1353
 JD1353;                    North         East    Units  Estimated Accuracy
 JD1353;SPC MO C     -   290,110.      453,760.      MT  (+/- 180 meters Scaled)
 JD1353
 JD1353                          SUPERSEDED SURVEY CONTROL
 JD1353
 JD1353  NGVD 29 (??/??/92)  338.90   (m)         1111.9    (f) COMPUTED    2 0
 JD1353
 JD1353.Superseded values are not recommended for survey control.
 JD1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1353.See file dsdata.txt to determine how the superseded data were derived.
 JD1353
 JD1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC974553(NAD 83)
 JD1353_MARKER: DR = REFERENCE MARK DISK
 JD1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1353_STAMPING: D 9 Z NO 2 1963
 JD1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1353+STABILITY: SURFACE MOTION
 JD1353
 JD1353  HISTORY     - Date     Condition        Report By
 JD1353  HISTORY     - 1963     MONUMENTED       CGS
 JD1353
 JD1353                          STATION DESCRIPTION
 JD1353
 JD1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1353'3 MI NW FROM STOVER.
 JD1353'ABOUT 2.15 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1353'RAILROAD FROM THE STATION AT STOVER, THENCE 0.5 MILE NORTH ALONG
 JD1353'STATE ROAD FF, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY 52,
 JD1353'THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD, 16 FEET EAST OF THE
 JD1353'CENTER LINE OF THE ROAD, 84.0 FEET NORTH-NORTHWEST OF D 9 Z
 JD1353'1963, 70 FEET NORTH OF A POWER POLE 1 FOOT EAST OF A FENCE,
 JD1353'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 JD1353'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0101 ***********************************************************************
 JE0101  DESIGNATION -  D 95
 JE0101  PID         -  JE0101
 JE0101  STATE/COUNTY-  MO/CASS
 JE0101  USGS QUAD   -  EVERETT (1953)
 JE0101
 JE0101                         *CURRENT SURVEY CONTROL
 JE0101  ___________________________________________________________________
 JE0101* NAD 83(1986)-  38 36 59.     (N)    094 28 36.     (W)     SCALED    
 JE0101* NAVD 88     -       255.965  (meters)     839.78   (feet)  ADJUSTED  
 JE0101  ___________________________________________________________________
 JE0101  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JE0101  DYNAMIC HT  -         255.790 (meters)     839.20  (feet)  COMP
 JE0101  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 JE0101
 JE0101  VERT ORDER  -  SECOND    CLASS 0
 JE0101
 JE0101.The horizontal coordinates were scaled from a topographic map and have
 JE0101.an estimated accuracy of +/- 6 seconds.
 JE0101
 JE0101.The orthometric height was determined by differential leveling
 JE0101.and adjusted by the National Geodetic Survey in June 1991..
 JE0101
 JE0101.The geoid height was determined by GEOID03.
 JE0101
 JE0101.The dynamic height is computed by dividing the NAVD 88
 JE0101.geopotential number by the normal gravity value computed on the
 JE0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0101.degrees latitude (g = 980.6199 gals.).
 JE0101
 JE0101.The modeled gravity was interpolated from observed gravity values.
 JE0101
 JE0101;                    North         East    Units  Estimated Accuracy
 JE0101;SPC MO W     -   271,870.      852,030.      MT  (+/- 180 meters Scaled)
 JE0101
 JE0101                          SUPERSEDED SURVEY CONTROL
 JE0101
 JE0101  NGVD 29 (??/??/92)  255.808  (m)          839.26   (f) ADJ UNCH    2 0
 JE0101
 JE0101.Superseded values are not recommended for survey control.
 JE0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0101.See file dsdata.txt to determine how the superseded data were derived.
 JE0101
 JE0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC714752(NAD 83)
 JE0101_MARKER: DB = BENCH MARK DISK
 JE0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0101_STAMPING: D 95 1934
 JE0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0101+STABILITY: SURFACE MOTION
 JE0101
 JE0101  HISTORY     - Date     Condition        Report By
 JE0101  HISTORY     - 1934     MONUMENTED       CGS
 JE0101
 JE0101                          STATION DESCRIPTION
 JE0101
 JE0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE0101'1.9 MI E FROM FREEMAN.
 JE0101'1.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 JE0101'THE STATION AT FREEMAN, CASS COUNTY, 5 POLES WEST OF MILEPOST
 JE0101'305, AT A PRIVATE-ROAD CROSSING, 41 FEET SOUTH OF THE TRACK,
 JE0101'18 FEET WEST OF THE ROAD, AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 JE0101'DISK, STAMPED D 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0675 ***********************************************************************
 JD0675  DESIGNATION -  D 96
 JD0675  PID         -  JD0675
 JD0675  STATE/COUNTY-  MO/PETTIS
 JD0675  USGS QUAD   -  SEDALIA EAST (1973)
 JD0675
 JD0675                         *CURRENT SURVEY CONTROL
 JD0675  ___________________________________________________________________
 JD0675* NAD 83(1986)-  38 42 40.     (N)    093 14 11.     (W)     SCALED    
 JD0675* NAVD 88     -       266.539  (meters)     874.47   (feet)  ADJUSTED  
 JD0675  ___________________________________________________________________
 JD0675  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0675  DYNAMIC HT  -         266.358 (meters)     873.88  (feet)  COMP
 JD0675  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 JD0675
 JD0675  VERT ORDER  -  FIRST     CLASS II
 JD0675
 JD0675.The horizontal coordinates were scaled from a topographic map and have
 JD0675.an estimated accuracy of +/- 6 seconds.
 JD0675
 JD0675.The orthometric height was determined by differential leveling
 JD0675.and adjusted by the National Geodetic Survey in June 1991..
 JD0675
 JD0675.The geoid height was determined by GEOID03.
 JD0675
 JD0675.The dynamic height is computed by dividing the NAVD 88
 JD0675.geopotential number by the normal gravity value computed on the
 JD0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0675.degrees latitude (g = 980.6199 gals.).
 JD0675
 JD0675.The modeled gravity was interpolated from observed gravity values.
 JD0675
 JD0675;                    North         East    Units  Estimated Accuracy
 JD0675;SPC MO C     -   319,620.      435,960.      MT  (+/- 180 meters Scaled)
 JD0675
 JD0675                          SUPERSEDED SURVEY CONTROL
 JD0675
 JD0675  NGVD 29 (??/??/92)  266.442  (m)          874.15   (f) ADJ UNCH    1 2
 JD0675
 JD0675.Superseded values are not recommended for survey control.
 JD0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0675.See file dsdata.txt to determine how the superseded data were derived.
 JD0675
 JD0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC794847(NAD 83)
 JD0675_MARKER: DB = BENCH MARK DISK
 JD0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0675_STAMPING: D 96 1935
 JD0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0675+STABILITY: SURFACE MOTION
 JD0675
 JD0675  HISTORY     - Date     Condition        Report By
 JD0675  HISTORY     - 1935     MONUMENTED       CGS
 JD0675  HISTORY     - 1946     GOOD             NGS
 JD0675  HISTORY     - 1963     GOOD             NGS
 JD0675
 JD0675                          STATION DESCRIPTION
 JD0675
 JD0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0675'AT SEDALIA.
 JD0675'AT SEDALIA, AND IN THE SOUTHEAST CORNER OF THE MARK TWAIN
 JD0675'SCHOOLYARD, 5 FEET WEST OF THE WEST EDGE OF THE SOUTH GRAND
 JD0675'STREET SIDEWALK, 1 FOOT NORTH OF THE NORTH EDGE OF THE WEST
 JD0675'SECOND STREET SIDEWALK.  PROJECTS 3 INCHES ABOVE THE GROUND.
 JD0675
 JD0675                          STATION RECOVERY (1963)
 JD0675
 JD0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0727 ***********************************************************************
 JD0727  DESIGNATION -  D 97
 JD0727  PID         -  JD0727
 JD0727  STATE/COUNTY-  MO/SALINE
 JD0727  USGS QUAD   -  HOUSTONIA (1973)
 JD0727
 JD0727                         *CURRENT SURVEY CONTROL
 JD0727  ___________________________________________________________________
 JD0727* NAD 83(1986)-  38 58 19.     (N)    093 17 54.     (W)     SCALED    
 JD0727* NAVD 88     -       222.202  (meters)     729.01   (feet)  ADJUSTED  
 JD0727  ___________________________________________________________________
 JD0727  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0727  DYNAMIC HT  -         222.061 (meters)     728.55  (feet)  COMP
 JD0727  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 JD0727
 JD0727  VERT ORDER  -  SECOND    CLASS 0
 JD0727
 JD0727.The horizontal coordinates were scaled from a topographic map and have
 JD0727.an estimated accuracy of +/- 6 seconds.
 JD0727
 JD0727.The orthometric height was determined by differential leveling
 JD0727.and adjusted by the National Geodetic Survey in June 1991..
 JD0727
 JD0727.The geoid height was determined by GEOID03.
 JD0727
 JD0727.The dynamic height is computed by dividing the NAVD 88
 JD0727.geopotential number by the normal gravity value computed on the
 JD0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0727.degrees latitude (g = 980.6199 gals.).
 JD0727
 JD0727.The modeled gravity was interpolated from observed gravity values.
 JD0727
 JD0727;                    North         East    Units  Estimated Accuracy
 JD0727;SPC MO C     -   348,620.      430,820.      MT  (+/- 180 meters Scaled)
 JD0727
 JD0727                          SUPERSEDED SURVEY CONTROL
 JD0727
 JD0727  NGVD 29 (??/??/92)  222.09   (m)          728.6    (f) COMPUTED    2 0
 JD0727
 JD0727.Superseded values are not recommended for survey control.
 JD0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0727.See file dsdata.txt to determine how the superseded data were derived.
 JD0727
 JD0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD741137(NAD 83)
 JD0727_MARKER: DB = BENCH MARK DISK
 JD0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0727_STAMPING: D 97 1935
 JD0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0727+STABILITY: SURFACE MOTION
 JD0727
 JD0727  HISTORY     - Date     Condition        Report By
 JD0727  HISTORY     - 1935     MONUMENTED       CGS
 JD0727  HISTORY     - 1960     GOOD             NGS
 JD0727
 JD0727                          STATION DESCRIPTION
 JD0727
 JD0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JD0727'0.8 MI N FROM SWEET SPRINGS.
 JD0727'0.8 MILE NORTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 JD0727'RAILROAD STATION AT SWEET SPRINGS, THENCE 6.6 MILES EAST ALONG
 JD0727'U.S. HIGHWAY 40, 49 FEET NORTH OF THE CENTERLINE OF U.S.
 JD0727'HIGHWAY 40, 17 FEET NORTH OF A FENCE CORNER, 6 FEET NORTH
 JD0727'OF AN OAK TREE, 1 FOOT WEST OF A FENCE, AND 1 FOOT SOUTH OF A
 JD0727'STEEL WITNESS POST.  A STANDARD DISK, STAMPED D 97 1935 AND SET
 JD0727'IN A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0728 ***********************************************************************
 JD0728  DESIGNATION -  D 97 RESET
 JD0728  PID         -  JD0728
 JD0728  STATE/COUNTY-  MO/SALINE
 JD0728  USGS QUAD   -  HOUSTONIA (1973)
 JD0728
 JD0728                         *CURRENT SURVEY CONTROL
 JD0728  ___________________________________________________________________
 JD0728* NAD 83(1986)-  38 58 18.     (N)    093 17 54.     (W)     SCALED    
 JD0728* NAVD 88     -       222.45   (meters)     729.8    (feet)  RESET     
 JD0728  ___________________________________________________________________
 JD0728  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0728
 JD0728  VERT ORDER  -  THIRD
 JD0728
 JD0728.The horizontal coordinates were scaled from a topographic map and have
 JD0728.an estimated accuracy of +/- 6 seconds.
 JD0728
 JD0728.The orthometric height was computed from unverified reset data.
 JD0728
 JD0728.The geoid height was determined by GEOID03.
 JD0728
 JD0728;                    North         East    Units  Estimated Accuracy
 JD0728;SPC MO C     -   348,590.      430,820.      MT  (+/- 180 meters Scaled)
 JD0728
 JD0728                          SUPERSEDED SURVEY CONTROL
 JD0728
 JD0728.No superseded survey control is available for this station.
 JD0728
 JD0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD741136(NAD 83)
 JD0728_MARKER: DB = BENCH MARK DISK
 JD0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0728_STAMPING: D 97 1935 RESET 1961
 JD0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0728+STABILITY: SURFACE MOTION
 JD0728
 JD0728  HISTORY     - Date     Condition        Report By
 JD0728  HISTORY     - 1961     MONUMENTED       CGS
 JD0728
 JD0728                          STATION DESCRIPTION
 JD0728
 JD0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JD0728'0.8 MI N FROM SWEET SPRINGS.
 JD0728'THIS BENCH MARK IS LOCATED 0.8 MILE NORTH ALONG STATE HIGHWAY 127
 JD0728'FROM THE MISSOURI PACIFIC RAILROAD TRACKS IN SWEET SPRINGS,
 JD0728'THENCE 6.2 MILES EAST ALONG INTERSTATE HIGHWAY 70, AT THE TOP
 JD0728'OF A GRADE, 1.4 MILES WEST OF THE OVERPASS FOR COUNTY ROAD YY,
 JD0728'318 FEET EAST OF T-FENCE INTERSECTION, 193 FEET EAST OF THE
 JD0728'CENTER OF MANHOLE COVER FOR TELEPHONE CABLE WHICH IS ABOUT 2
 JD0728'FEET SOUTH OF PAVEMENT FOR THE SOUTH ACCESS ROAD WHICH IS OLD
 JD0728'U.S. HIGHWAY 40, 28 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 JD0728'ACCESS ROAD (OLD U.S. HIGHWAY 40), 1 FOOT NORTH OF THE SOUTH
 JD0728'RIGHT-OF-WAY FENCE AND A STEEL WITNESS POST, AND SET IN A
 JD0728'CONCRETE POST, WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0646 ***********************************************************************
 KD0646  DESIGNATION -  D 98
 KD0646  PID         -  KD0646
 KD0646  STATE/COUNTY-  MO/LAFAYETTE
 KD0646  USGS QUAD   -  LEXINGTON EAST (1978)
 KD0646
 KD0646                         *CURRENT SURVEY CONTROL
 KD0646  ___________________________________________________________________
 KD0646* NAD 83(1986)-  39 09 55.     (N)    093 48 18.     (W)     SCALED    
 KD0646* NAVD 88     -       218.877  (meters)     718.10   (feet)  ADJUSTED  
 KD0646  ___________________________________________________________________
 KD0646  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0646  DYNAMIC HT  -         218.741 (meters)     717.65  (feet)  COMP
 KD0646  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 KD0646
 KD0646  VERT ORDER  -  SECOND    CLASS 0
 KD0646
 KD0646.The horizontal coordinates were scaled from a topographic map and have
 KD0646.an estimated accuracy of +/- 6 seconds.
 KD0646
 KD0646.The orthometric height was determined by differential leveling
 KD0646.and adjusted by the National Geodetic Survey in June 1991..
 KD0646
 KD0646.The geoid height was determined by GEOID03.
 KD0646
 KD0646.The dynamic height is computed by dividing the NAVD 88
 KD0646.geopotential number by the normal gravity value computed on the
 KD0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0646.degrees latitude (g = 980.6199 gals.).
 KD0646
 KD0646.The modeled gravity was interpolated from observed gravity values.
 KD0646
 KD0646;                    North         East    Units  Estimated Accuracy
 KD0646;SPC MO W     -   333,030.      910,060.      MT  (+/- 180 meters Scaled)
 KD0646
 KD0646                          SUPERSEDED SURVEY CONTROL
 KD0646
 KD0646  NGVD 29 (??/??/92)  218.794  (m)          717.83   (f) ADJ UNCH    2 0
 KD0646
 KD0646.Superseded values are not recommended for survey control.
 KD0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0646.See file dsdata.txt to determine how the superseded data were derived.
 KD0646
 KD0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD304354(NAD 83)
 KD0646_MARKER: DB = BENCH MARK DISK
 KD0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0646_STAMPING: D 98 1935
 KD0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0646+STABILITY: SURFACE MOTION
 KD0646
 KD0646  HISTORY     - Date     Condition        Report By
 KD0646  HISTORY     - 1935     MONUMENTED       CGS
 KD0646  HISTORY     - 1960     MARK NOT FOUND   NGS
 KD0646  HISTORY     - 1962     MARK NOT FOUND   NGS
 KD0646
 KD0646                          STATION DESCRIPTION
 KD0646
 KD0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KD0646'4 MI SE FROM LEXINGTON.
 KD0646'4.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KD0646'THE STATION AT LEXINGTON, AT ARGONNE, 1-1/2 RAILS EAST OF A
 KD0646'ROAD CROSSING, AND 40 FEET SOUTH OF THE TRACK.  A STANDARD
 KD0646'DISK, STAMPED D 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0646'ARGONNE IS GONE AND THE MARK WAS NOT RECOVERED AT A ROAD CROSSING
 KD0646'AT MILEAGE 240.20, WHICH LOCAL CITIZENS STATED WAS THE ARGONNE
 KD0646'CROSSING.
 KD0646
 KD0646                          STATION RECOVERY (1962)
 KD0646
 KD0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0846 ***********************************************************************
 JC0846  DESIGNATION -  D 99
 JC0846  PID         -  JC0846
 JC0846  STATE/COUNTY-  MO/OSAGE
 JC0846  USGS QUAD   -  FREEBURG (1981)
 JC0846
 JC0846                         *CURRENT SURVEY CONTROL
 JC0846  ___________________________________________________________________
 JC0846* NAD 83(1986)-  38 19 02.     (N)    091 58 39.     (W)     SCALED    
 JC0846* NAVD 88     -       207.838  (meters)     681.88   (feet)  ADJUSTED  
 JC0846  ___________________________________________________________________
 JC0846  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JC0846  DYNAMIC HT  -         207.693 (meters)     681.41  (feet)  COMP
 JC0846  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 JC0846
 JC0846  VERT ORDER  -  SECOND    CLASS 0
 JC0846
 JC0846.The horizontal coordinates were scaled from a topographic map and have
 JC0846.an estimated accuracy of +/- 6 seconds.
 JC0846
 JC0846.The orthometric height was determined by differential leveling
 JC0846.and adjusted by the National Geodetic Survey in June 1991..
 JC0846
 JC0846.The geoid height was determined by GEOID03.
 JC0846
 JC0846.The dynamic height is computed by dividing the NAVD 88
 JC0846.geopotential number by the normal gravity value computed on the
 JC0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0846.degrees latitude (g = 980.6199 gals.).
 JC0846
 JC0846.The modeled gravity was interpolated from observed gravity values.
 JC0846
 JC0846;                    North         East    Units  Estimated Accuracy
 JC0846;SPC MO C     -   275,770.      545,690.      MT  (+/- 180 meters Scaled)
 JC0846
 JC0846                          SUPERSEDED SURVEY CONTROL
 JC0846
 JC0846  NGVD 29 (??/??/92)  207.828  (m)          681.85   (f) ADJ UNCH    2 0
 JC0846
 JC0846.Superseded values are not recommended for survey control.
 JC0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0846.See file dsdata.txt to determine how the superseded data were derived.
 JC0846
 JC0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC893415(NAD 83)
 JC0846_MARKER: DB = BENCH MARK DISK
 JC0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0846_SP_SET: BRIDGE
 JC0846_STAMPING: D 99 1935
 JC0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0846
 JC0846  HISTORY     - Date     Condition        Report By
 JC0846  HISTORY     - 1935     MONUMENTED       CGS
 JC0846
 JC0846                          STATION DESCRIPTION
 JC0846
 JC0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0846'3.5 MI W FROM FREEBURG.
 JC0846'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0846'RAILROAD FROM THE STATION AT FREEBURG, OSAGE COUNTY, 18 POLES
 JC0846'WEST OF MILEPOST 121, AT THE WEST END OF STEEL BRIDGE 1215 OVER
 JC0846'BIG MARIES RIVER, AND IN THE CENTER OF THE TOP OF THE SOUTH
 JC0846'END OF THE WEST CONCRETE BACKWALL.  A STANDARD DISK, STAMPED
 JC0846'D 99 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1390 ***********************************************************************
 HD1390  DESIGNATION -  DADE
 HD1390  PID         -  HD1390
 HD1390  STATE/COUNTY-  MO/DADE
 HD1390  USGS QUAD   -  BONA (1981)
 HD1390
 HD1390                         *CURRENT SURVEY CONTROL
 HD1390  ___________________________________________________________________
 HD1390* NAD 83(1997)-  37 30 03.53932(N)    093 43 17.54607(W)     ADJUSTED  
 HD1390* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 HD1390  ___________________________________________________________________
 HD1390  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 HD1390  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HD1390
 HD1390  HORZ ORDER  -  SECOND
 HD1390
 HD1390.The horizontal coordinates were established by classical geodetic methods
 HD1390.and adjusted by the National Geodetic Survey in February 2000..
 HD1390
 HD1390.The orthometric height was scaled from a topographic map.
 HD1390
 HD1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1390
 HD1390.The geoid height was determined by GEOID03.
 HD1390
 HD1390;                    North         East     Units Scale Factor Converg.
 HD1390;SPC MO W     -   148,351.123   918,831.222   MT  0.99999951   +0 28 26.1
 HD1390;SPC MO C     -   185,750.145   391,991.210   MT  1.00007698   -0 44 37.4
 HD1390;UTM  15      - 4,150,694.892   436,223.371   MT  0.99965010   -0 26 21.4
 HD1390
 HD1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1390!SPC MO W     -   0.99995234  x   0.99999951  =   0.99995185
 HD1390!SPC MO C     -   0.99995234  x   1.00007698  =   1.00002932
 HD1390!UTM  15      -   0.99995234  x   0.99965010  =   0.99960246
 HD1390
 HD1390|---------------------------------------------------------------------|
 HD1390| PID    Reference Object                     Distance      Geod. Az  |
 HD1390|                                                           dddmmss.s |
 HD1390| CM3906 DADE RM 1                             9.107 METERS 00211     |
 HD1390| HD1387 TT 80                               283.890 METERS 06950     |
 HD1390| HD1342 GOBBLER                             APPROX.10.0 KM 1743229.4 |
 HD1390| CM3907 DADE RM 2                             7.280 METERS 28608     |
 HD1390|---------------------------------------------------------------------|
 HD1390
 HD1390                          SUPERSEDED SURVEY CONTROL
 HD1390
 HD1390  NAD 83(1997)-  37 30 03.54054(N)    093 43 17.54645(W) AD(       ) 2
 HD1390  NAD 83(1997)-  37 30 03.55023(N)    093 43 17.54687(W) AD(       ) 2
 HD1390  NAD 83(1986)-  37 30 03.55131(N)    093 43 17.54502(W) AD(       ) 2
 HD1390  NAD 27      -  37 30 03.39880(N)    093 43 16.79540(W) AD(       ) 2
 HD1390
 HD1390.Superseded values are not recommended for survey control.
 HD1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1390.See file dsdata.txt to determine how the superseded data were derived.
 HD1390
 HD1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB3622350695(NAD 83)
 HD1390_MARKER: DS = TRIANGULATION STATION DISK
 HD1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1390
 HD1390  HISTORY     - Date     Condition        Report By
 HD1390  HISTORY     - 1959     MONUMENTED       CGS
 HD1390
 HD1390                          STATION DESCRIPTION
 HD1390
 HD1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1390'THE STATION IS ABOUT 3 MILES NORTHWEST OF DADEVILLE, IN THE NORTHEAST
 HD1390'1/4 OF THE NORTHWEST 1/4 OF SECTION 19, T 32 N., R. 25 W. AND
 HD1390'ON PROPERTY OWNED BY MR. CHARLES JONES.  IT IS 200 FEET NORTHEAST
 HD1390'OF THE SOUTHEAST CORNER OF MR. JONES HOUSE, 178 FEET SOUTHEAST OF
 HD1390'THE CENTERLINE OF A GRAVELED DRIVEWAY, 7 FEET SOUTHEAST OF A
 HD1390'WITNESS POST AND A FENCE CORNER AND 2 FEET EAST OF A FENCE.
 HD1390'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DADE 1959.
 HD1390'
 HD1390'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROADS C AND
 HD1390'W IN DADEVILLE, GO WEST ON GRAVELED COUNTY ROAD W FOR 0.2 MILE
 HD1390'TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON ROAD W FOR 0.65
 HD1390'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON ROAD W FOR
 HD1390'1.95 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON ROAD
 HD1390'W FOR 0.95 MILE TO A T-ROAD AND TT 80 (USGS) IN THE SOUTHEAST
 HD1390'ANGLE OF THE INTERSECTION AS DESCRIBED.  TURN LEFT AND GO WEST
 HD1390'ON ROAD W FOR 0.2 TO A GRAVELED DRIVEWAY LEFT.  TURN LEFT AND GO
 HD1390'SOUTHWEST ON THE DRIVEWAY FOR 0.1 MILE TO THE HOME OF MR.
 HD1390'CHARLES JONES AND THE STATION AS DESCRIBED.
 HD1390'
 HD1390'REFERENCE MARK 1 IS 162 FEET EAST OF THE CENTERLINE OF THE
 HD1390'GRAVELED DRIVEWAY, 23 FEET NORTH OF THE WITNESS POST AND A FENCE
 HD1390'CORNER AND 1 FOOT EAST OF A FENCE.  THE MONUMENT PROJECTS 1
 HD1390'INCH AND THE DISK IS STAMPED DADE NO 1 1959.
 HD1390'
 HD1390'REFERENCE MARK 2 IS 154 FEET SOUTHEAST OF THE CENTERLINE OF
 HD1390'THE GRAVELED DRIVEWAY, 21 FEET WEST OF THE FENCE CORNER AND THE
 HD1390'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT
 HD1390'PROJECTS 2 INCHES AND THE DISK IS STAMPED DADE NO 2 1959.
 HD1390'
 HD1390'TT 80 (USGS) WAS USED AS AN AZIMUTH MARK.  IT IS A STANDARD
 HD1390'GEOLOGICAL SURVEY DISK STAMPED TT 80 B 1933 1067 (FEET ELEVATION)
 HD1390'SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST FLUSH WITH THE
 HD1390'GROUND.  IT IS 63 FEET SOUTHEAST OF A T-ROAD INTERSECTION, 41 FEET
 HD1390'SOUTH OF A FENCE CORNER AND A POWER POLE, 17 FEET EAST OF THE
 HD1390'CENTERLINE OF A GRAVELED ROAD, 5 FEET NORTHEAST OF A WITNESS
 HD1390'POST AND 3 FEET EAST OF A FENCE.  A TRAVERSE CONNECTION WAS MADE
 HD1390'FROM TRIANGULATION STATION DADE.  THE DISTANCE IS 283.9032
 HD1390'METERS AND 931.44 FEET.
 HD1390'
 HD1390'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0952 ***********************************************************************
 HE0952  DESIGNATION -  DAHILL
 HE0952  PID         -  HE0952
 HE0952  STATE/COUNTY-  MO/NEWTON
 HE0952  USGS QUAD   -  JOPLIN EAST (1978)
 HE0952
 HE0952                         *CURRENT SURVEY CONTROL
 HE0952  ___________________________________________________________________
 HE0952* NAD 83(1997)-  37 00 57.10661(N)    094 24 26.32325(W)     ADJUSTED  
 HE0952* NAVD 88     -       365.0    (meters)    1198.     (feet)  VERTCON   
 HE0952  ___________________________________________________________________
 HE0952  X           -    -391,854.603 (meters)                     COMP
 HE0952  Y           -  -5,084,122.761 (meters)                     COMP
 HE0952  Z           -   3,819,000.930 (meters)                     COMP
 HE0952  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 HE0952  ELLIP HEIGHT-         335.48  (meters)          (02/17/00) GPS OBS
 HE0952  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 HE0952
 HE0952  HORZ ORDER  -  FIRST
 HE0952  ELLP ORDER  -  FOURTH    CLASS I
 HE0952
 HE0952.The horizontal coordinates were established by classical geodetic methods
 HE0952.and adjusted by the National Geodetic Survey in February 2000..
 HE0952
 HE0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0952
 HE0952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE0952
 HE0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0952
 HE0952.The ellipsoidal height was determined by GPS observations
 HE0952.and is referenced to NAD 83.
 HE0952
 HE0952.The geoid height was determined by GEOID03.
 HE0952
 HE0952;                    North         East     Units Scale Factor Converg.
 HE0952;SPC MO W     -    94,233.788   858,248.114   MT  0.99994201   +0 03 20.9
 HE0952;UTM  15      - 4,097,557.856   374,805.432   MT  0.99979308   -0 50 50.5
 HE0952
 HE0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0952!SPC MO W     -   0.99994736  x   0.99994201  =   0.99988937
 HE0952!UTM  15      -   0.99994736  x   0.99979308  =   0.99974045
 HE0952
 HE0952:                Primary Azimuth Mark                     Grid Az
 HE0952:SPC MO W     -  DAHILL AZ MK                             005 32 31.1
 HE0952:UTM  15      -  DAHILL AZ MK                             006 26 42.5
 HE0952
 HE0952|---------------------------------------------------------------------|
 HE0952| PID    Reference Object                     Distance      Geod. Az  |
 HE0952|                                                           dddmmss.s |
 HE0952| CM3908 DAHILL AZ MK                                       0053552.0 |
 HE0952| CN6703 DAHILL AZ MK RESET                                 0060743.0 |
 HE0952| CN6706 DAHILL RM 4                          24.265 METERS 00735     |
 HE0952| HE0953 ATLAS POWDER CO STACK               APPROX. 9.0 KM 0151322.4 |
 HE0952| HE0942 CARTHAGE MUNICIPAL TANK             APPROX.17.5 KM 0284950.1 |
 HE0952| CN6704 DAHILL RM 1                          29.823 METERS 03946     |
 HE0952| CN6705 DAHILL RM 2                          28.661 METERS 14048     |
 HE0952| CN6707 DAHILL RM 5                          24.555 METERS 17629     |
 HE0952| HE0955 DAHILL RM 3                           9.354 METERS 26217     |
 HE0952| HE1056 GALENA EAGLE PICHER SMELT STK       APPROX.21.2 KM 2914343.1 |
 HE0952| HE1038 JOPLIN MUN WATER WKS STK            APPROX.12.1 KM 2984812.5 |
 HE0952| HE1046 JOPLIN MUN WATER WKS SPIPE          APPROX.12.1 KM 2985748.1 |
 HE0952| HE1050 JOPLIN ROGERS IRON WKS SPIPE        APPROX.11.8 KM 3050849.6 |
 HE0952| HE1052 JOPLIN INTST GROCERY CO TANK        APPROX.11.8 KM 3064618.2 |
 HE0952| HE1051 JOPLIN PURKETTS LAUNDRY STACK       APPROX.11.9 KM 3071137.9 |
 HE0952| HE1049 JOPLIN MINERS ICE FUEL CO STK       APPROX.11.7 KM 3080249.3 |
 HE0952| HE1043 JOPLIN EAGLE PICHER LEAD CO TK      APPROX.13.9 KM 3093755.5 |
 HE0952| HE1053 JOPLIN KEYSTONE HOTEL LNDRY TK      APPROX.12.3 KM 3101758.2 |
 HE0952| HE0964 WEBB CITY MUNICIPAL STANDPIPE       APPROX.14.7 KM 3405928.3 |
 HE0952|---------------------------------------------------------------------|
 HE0952
 HE0952                          SUPERSEDED SURVEY CONTROL
 HE0952
 HE0952  NAD 83(1997)-  37 00 57.10665(N)    094 24 26.32325(W) AD(       ) 1
 HE0952  NAD 83(1997)-  37 00 57.11378(N)    094 24 26.32581(W) AD(       ) 1
 HE0952  NAD 83(1986)-  37 00 57.12106(N)    094 24 26.32083(W) AD(       ) 1
 HE0952  NAD 27      -  37 00 56.89400(N)    094 24 25.52100(W) AD(       ) 1
 HE0952  NGVD 29 (07/13/92)  364.9    (m)         1197.     (f) GPS OBS        
 HE0952
 HE0952.Superseded values are not recommended for survey control.
 HE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0952.See file dsdata.txt to determine how the superseded data were derived.
 HE0952
 HE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7480597558(NAD 83)
 HE0952_MARKER: DH = HORIZONTAL CONTROL DISK
 HE0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0952_SP_SET: CONCRETE POST
 HE0952_STAMPING: DAHILL 1935
 HE0952_MARK LOGO: CGS   
 HE0952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0952+STABILITY: SURFACE MOTION
 HE0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0952+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1991
 HE0952
 HE0952  HISTORY     - Date     Condition        Report By
 HE0952  HISTORY     - 1935     MONUMENTED       CGS
 HE0952  HISTORY     - 1935     GOOD             CGS
 HE0952  HISTORY     - 1959     GOOD             CGS
 HE0952  HISTORY     - 1963     GOOD             CGS
 HE0952  HISTORY     - 19910308 GOOD             MOGS
 HE0952
 HE0952                          STATION DESCRIPTION
 HE0952
 HE0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0952'STATION IS ABOUT 7-1/2 MILES SE OF JOPLIN, 10 MILES N OF
 HE0952'NEOSHO, AND 12 MILES SW OF CARTHAGE IN THE SE 1/4 SEC. 34, T 27
 HE0952'N, R 32 W, ON LAND OWNED AND OCCUPIED BY M. DAHILL.  STAION MARK
 HE0952'IS SET AT E EDGE OF WOODS LOT AT TOP OF RISE, 18 FEET W OF THE
 HE0952'RIGHT-OF-WAY FENCE LINE, 40 FEET W OF THE CENTER LINE OF THE
 HE0952'ROAD, 27 FEET SSE OF A 10-INCH HICKORY TREE.  MARK IS FLUSH
 HE0952'WITH THE SURFACE.
 HE0952'
 HE0952'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0952'BRONZE DISKS SET IN CONCRETE.
 HE0952'
 HE0952'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT E OF THE
 HE0952'RIGHT-OF-WAY FENCE LINE, 20 FEET E OF THE CENTER LINE OF THE
 HE0952'ROAD, 96 FEET S OF THE FENCE CORNER AND DRIVEWAY INTO ORCHARD.
 HE0952'(MARK IS SET ON W EDGE OF ORCHARD).  IT PROJECTS 8 INCHES.
 HE0952'
 HE0952'REFERENCE MARK NO. 2 IS SE OF THE STATION, 1 FOOT E OF THE
 HE0952'RIGHT-OF-WAY FENCE LINE, 21 FEET E OF THE CENTER LINE OF
 HE0952'THE ROAD, 2 FEET N OF E-W FENCE LINE, IN THE SW CORNER OF THE
 HE0952'ORCHARD.  MARK PROJECTS 8 INCHES.
 HE0952'
 HE0952'AZIMUTH MARK IS NNE OF THE STATION 1 FOOT E OF THE RIGHT-OF-WAY
 HE0952'FENCE LINE, 21 FEET E OF THE CENTER LINE OF THE ROAD, 87 FEET
 HE0952'S OF A CONCRETE POST IN FENCE CORNER.  MARK PROJECTS 10 INCHES.
 HE0952'
 HE0952'TO REACH STATION FROM JOPLIN AT INTERSECTION OF U.S. HIGHWAY
 HE0952'71 AND STATE HIGHWAY 38, GO E ON STATE HIGHWAY 38, 6.05 MILES
 HE0952'TO CROSSROADS, THENCE S 4.65 MILES TO STATION ON RIGHT.
 HE0952'
 HE0952'ALL LIGHTS COME INTO VIEW AT 55 FEET.
 HE0952
 HE0952                          STATION RECOVERY (1935)
 HE0952
 HE0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 HE0952'RECOVERED IN GOOD CONDITION.
 HE0952
 HE0952                          STATION RECOVERY (1959)
 HE0952
 HE0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HE0952'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 HE0952'WERE RECOVERED IN GOOD CONDITION.  THE REFERENCE POINTS TO
 HE0952'THE STATION AND ALL MARKS CHECKED.  NEW REFERENCE POINTS
 HE0952'WERE ADDED TO ALL MARKS.  THE SIGNAL TOWER COULD NOT BE BUILT
 HE0952'OVER THE STATION MARK AND A REFERENCE MARK 3 WAS ESTABLISHED AND
 HE0952'THE SIGNAL WAS ERECTED OVER THIS MARK.  A TRAVERSE CONNECTION
 HE0952'WAS MADE FROM THE STATION MARK TO REFERENCE MARK 3.  THE
 HE0952'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  THE
 HE0952'DIRECTION TO REFERENCE MARK 2 CHECKED BUT THE DISTANCE WAS
 HE0952'FOUND TO BE 0.05 FOOT LONGER THAN PREVIOUSLY MEASURED.
 HE0952'REFERENCE MARK 2 IS SOUTH OF THE EAST-WEST FENCE LINE INSTEAD
 HE0952'OF NORTH AS PREVIOUSLY DESCRIBED.  THE LAND IS NOW OWNED
 HE0952'BY MR. EUGENE JOHNSON.  A COMPLETE NEW DESCRIPTION AND TO
 HE0952'REACH FOLLOWS.
 HE0952'
 HE0952'THE STATION IS ABOUT 10 MILES NORTH OF NEOSHO, 7.5 MILES
 HE0952'SOUTHEAST OF JOPLIN, AND 6 MILES WEST OF DIAMOND IN THE
 HE0952'SOUTHEAST 1/4 OF SEC. 34, T. 27 N., R. 32 W. ON LAND OWNED AND
 HE0952'OCCUPIED BY MR. EUGENE JOHNSON.  IT IS 40 FEET WEST OF THE
 HE0952'CENTERLINE OF A GRAVELED ROAD, 28 FEET NORTHWEST OF A 20
 HE0952'INCH HICKORY TREE, AND 18 FEET WEST OF A NORTH-SOUTH WIRE FENCE.
 HE0952'THE MARK IS FLUSH AND THE DISK IS STAMPED DAHILL 1935.
 HE0952'
 HE0952'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. HIGHWAY
 HE0952'71 AND COUNTY ROAD V IN THE WEST EDGE OF DIAMOND, GO WEST ON
 HE0952'COUNTY ROAD V FOR 2.0 MILES TO THE JUNCTION OF COUNTY ROAD KK.
 HE0952'CONTINUE WEST ON COUNTY ROAD V FOR 3.3 MILES TO A GRAVELED
 HE0952'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.4
 HE0952'MILES TO TOP OF HILL AND THE STATION ON THE LEFT.
 HE0952'
 HE0952'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 HE0952'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 HE0952'
 HE0952'REFERENCE MARK 1 IS 93 FEET SOUTH OF A FENCE CORNER, 20
 HE0952'FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT WEST OF A
 HE0952'FENCE, AND 1 FOOT SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS
 HE0952'6 INCHES AND THE DISK IS STAMPED DAHILL NO 1 1935.
 HE0952'
 HE0952'REFERENCE MARK 2 IS 21 FEET EAST OF THE CENTERLINE OF THE
 HE0952'GRAVELED ROAD, 2 FEET SOUTH OF AN EAST-WEST FENCE, AND 1 FOOT EAST
 HE0952'OF A NORTH-SOUTH FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 HE0952'DISK IS STAMPED DAHILL NO 2 1935.
 HE0952'
 HE0952'REFERENCE MARK 3 IS 70 FEET WEST OF THE CENTERLINE OF THE
 HE0952'GRAVELED ROAD, 48 FEET WEST OF THE NORTH-SOUTH FENCE, AND 43
 HE0952'FEET NORTHWEST OF A 20 INCH HICKORY TREE.  THE MONUMENT IS FLUSH
 HE0952'AND THE DISK IS STAMPED DAHILL NO 3 1935.
 HE0952
 HE0952                          STATION RECOVERY (1963)
 HE0952
 HE0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 HE0952'THIS STATION WAS RECOVERED AS DESCRIBED BY GWM IN 1959 AND ALL
 HE0952'MARKS WERE FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK
 HE0952'WILL DESTROY THE AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND
 HE0952'NO. 2.  THE AZIMUTH MARK WAS RESET AND REFERENCE MARKS NO. 4
 HE0952'AND NO. 5 WERE ESTABLISHED.  FOLLOWING IS A COMPLETE DESCRIPTION.
 HE0952'
 HE0952'STATION IS LOCATED ABOUT 10 MILES NORTH OF NEOSHO, 7 AND 1/2 MILES
 HE0952'SOUTHEAST OF JOPLIN, AND 5 AND 1/2 MILES WEST OF THE SMALL TOWN
 HE0952'OF DIAMOND IN THE SE 1/4 OF SEC. 34, T 27 N, R 32 W. ON LAND OWNED
 HE0952'AND OCCUPIED BY EUGENE JOHNSON, 54 FEET SOUTH OF A 16-INCH OAK
 HE0952'TREE, 41 FEET WEST OF THE CENTER OF GRADED ROAD, AND 6 FEET
 HE0952'WEST OF FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 HE0952'AND THE DISK IS STAMPED DAHILL 1935.
 HE0952'
 HE0952'TO REACH THE STAITON FROM THE JUNCTION OF ALTERNATE U.S.
 HE0952'HIGHWAY 71 AND COUNTY ROAD V AT THE WEST EDGE OF DIAMOND, GO
 HE0952'WEST ON COUNTY ROAD V (HARD SURFACED) FOR 5.3 MILES TO CROSSROADS.
 HE0952'TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 1.4 MILES TO THE TOP
 HE0952'OF GRADE AND THE STATION ON THE LEFT AS DESCRIBED.
 HE0952'
 HE0952'REFERENCE MARK NO. 3 IS 30.69 FEET WEST OF THE STATION, 72 FEET
 HE0952'WEST OF THE CENTER OF GRADED ROAD, AND 66 FEET SOUTH-SOUTHWEST OF
 HE0952'16-INCH OAK TREE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 HE0952'IS STAMPED DAHILL NO 3 1935. (NOTE- THE STEEL TOWER
 HE0952'WAS PLACED OVER THIS MARK WHEN THE STATION WAS REOCCUPIED
 HE0952'IN 1959.)
 HE0952'
 HE0952'*REFERENCE MARK NO. 4 IS 79.61 FEET NORTH OF THE STATION, 34 FEET
 HE0952'WEST OF THE CENTER OF GRADED ROAD, 27 FEET NORTH-NORTHEAST OF
 HE0952'A 16-INCH OAK TREE, AND 1 FOOT EAST OF A FENCE.  THE MARK
 HE0952'PROJECTS 4 INCHES AND THE DISK IS STAMPED DAHILL NO 4 1935.
 HE0952'
 HE0952'REFERENCE MARK NO. 5 IS 80.56 FEET SOUTH OF THE STATION, 34
 HE0952'FEET WEST OF THE CENTER OF GRADED ROAD, AND 1 FOOT EAST OF FENCE.
 HE0952'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DAHILL NO 5
 HE0952'1935.
 HE0952'
 HE0952'AZIMUTH MARK (RESET) IS 0.2 MILE NORTH OF THE STATION, 52
 HE0952'FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 34 FEET EAST
 HE0952'OF THE CENTER OF GRADED ROAD, 21.5 FEET SOUTH OF SOUTH GATE POST,
 HE0952'1 FOOT WEST OF EAST RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A
 HE0952'NEW STEEL WITNESS POST SIGN.  THE MARK PROJECTS 4 INCHES AND
 HE0952'THE DISK IS STAMPED DAHILL 1935 RESET 1963.
 HE0952'
 HE0952'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRADED
 HE0952'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 HE0952'
 HE0952'*A STEEL WITNESS POST SIGN WAS PLACED 1 FOOT NORTH OF REFERENCE
 HE0952'MARK NO. 4.
 HE0952'
 HE0952'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HE0952
 HE0952                          STATION RECOVERY (1991)
 HE0952
 HE0952'RECOVERY NOTE BY MISSOURI GEODETIC SURVEY 1991
 HE0952'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE0952'THE STATION IS A STANDARD USC AND GS DISK SET IN A CONCRETE POST
 HE0952'FLUSH WITH THE GROUND SURFACE.  THE STATION IS LOCATED IN THE
 HE0952'SOUTHEAST QUARTER OF SECTION 34, T27N, R32W ON TOP OF A HIGH HILL
 HE0952'41.4 FT (12.6 M) WEST OF THE CENTER OF A COUNTY ROAD AND 15 FT
 HE0952'(4.6 M) NORTH OF A GRAVEL ROAD LEADING TO A COMMUNICATION TOWER. THE
 HE0952'STATION IS 6.3 FT (1.9 M) WEST OF A WOODEN FENCE POST, 8.9 FT
 HE0952'(2.7 M) NORTHWEST OF A GATE POST, 16.8 FT (5.1 M) EAST-NORTHEAST OF A
 HE0952'POWER POLE, 80.6 FT (24.6 M) NORTH-NORTHWEST OF R.M. NO. 5, 79.6 FT
 HE0952'(24.3 M) SOUTH-SOUTHEAST OF R.M. NO. 4 AND 30.7 FT (9.4 M)
 HE0952'EAST-NORTHEAST OF R.M. NO. 3.
 HE0952'THE AZIMUTH MARK IS LOCATED ABOUT 0.2 MILES NORTH OF THE STATION 34 FT
 HE0952'(10.4 M) EAST OF THE CENTER LINE OF THE COUNTY ROAD AND 36 FT
 HE0952'(11.0 M) SOUTH OF A PRIVATE ENTRANCE TO A WHITE FRAME HOUSE.  THE
 HE0952'MARK IS 0.9 FT (0.3 M) WEST OF THE FENCE, 46.4 FT (14.1 M)  NORTH OF
 HE0952'A FENCE CORNER, 10.1 FT (3.1 M) NORTH OF A TELEPHONE CABLE RISER, AND
 HE0952'1.0 FT (0.3 M)  SOUTH OF AN ANGLE IRON SIGN POST.  THE MARK IS A
 HE0952'STANDARD USC AND GS DISK SET IN A CONCRETE POST.
 HE0952'STATION AND ZIMUTH MARK TO REACH
 HE0952'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 71 AND
 HE0952'MISSOURI ROUTE FF, ALSO RANGE LINE AND 32ND ST., IN THE SOUTH PART OF
 HE0952'JOPLIN, GO EAST ON ROUTE -FF-, 4 MILES TO CROSSROADS, TURN RIGHT AND
 HE0952'GO SOUTH ON COUNTY ROAD 2.64 MILES TO TOP OF HILL AND THE STATION AS
 HE0952'DESCRIBED.
 HE0952'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE COUNTY ROAD
 HE0952'0.2 MILES TO A WHITE FRAME HOUSE AND THE MARK ON THE RIGHT AS
 HE0952'DESCRIBED.
 HE0952'SPECIAL INFORMATION
 HE0952'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0955 ***********************************************************************
 HE0955  DESIGNATION -  DAHILL RM 3
 HE0955  PID         -  HE0955
 HE0955  STATE/COUNTY-  MO/NEWTON
 HE0955  USGS QUAD   -  JOPLIN EAST (1978)
 HE0955
 HE0955                         *CURRENT SURVEY CONTROL
 HE0955  ___________________________________________________________________
 HE0955* NAD 83(1997)-  37 00 57.06583(N)    094 24 26.69821(W)     ADJUSTED  
 HE0955* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 HE0955  ___________________________________________________________________
 HE0955  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 HE0955  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 HE0955
 HE0955  HORZ ORDER  -  FIRST
 HE0955
 HE0955.The horizontal coordinates were established by classical geodetic methods
 HE0955.and adjusted by the National Geodetic Survey in February 2000..
 HE0955
 HE0955.The orthometric height was scaled from a topographic map.
 HE0955
 HE0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0955
 HE0955.The geoid height was determined by GEOID03.
 HE0955
 HE0955;                    North         East     Units Scale Factor Converg.
 HE0955;SPC MO W     -    94,232.522   858,238.847   MT  0.99994201   +0 03 20.7
 HE0955;UTM  15      - 4,097,556.736   374,796.147   MT  0.99979311   -0 50 50.7
 HE0955
 HE0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0955!SPC MO W     -   0.99994732  x   0.99994201  =   0.99988933
 HE0955!UTM  15      -   0.99994732  x   0.99979311  =   0.99974044
 HE0955
 HE0955:                Primary Azimuth Mark                     Grid Az
 HE0955:SPC MO W     -  DAHILL AZ MK                             007 16 12.0
 HE0955:UTM  15      -  DAHILL AZ MK                             008 10 23.4
 HE0955
 HE0955|---------------------------------------------------------------------|
 HE0955| PID    Reference Object                     Distance      Geod. Az  |
 HE0955|                                                           dddmmss.s |
 HE0955| CM3908 DAHILL AZ MK                                       0071932.7 |
 HE0955| CN6703 DAHILL AZ MK RESET                                 0074633.9 |
 HE0955| CN6706 DAHILL RM 4                          28.218 METERS 02615     |
 HE0955| CN6704 DAHILL RM 1                          37.281 METERS 04931     |
 HE0955| HE0952 DAHILL                                9.354 METERS 08217     |
 HE0955| GG0564 DIAMOND OZARK PLINE SYSTEM TK       APPROX. 9.7 KM 1210611.3 |
 HE0955| CN6705 DAHILL RM 2                          34.496 METERS 12725     |
 HE0955| GG0563 NEOSHO LOOKOUT TOWER                APPROX.14.4 KM 1472448.5 |
 HE0955| CN6707 DAHILL RM 5                          25.625 METERS 15507     |
 HE0955|---------------------------------------------------------------------|
 HE0955
 HE0955                          SUPERSEDED SURVEY CONTROL
 HE0955
 HE0955  NAD 83(1997)-  37 00 57.06588(N)    094 24 26.69821(W) AD(       ) 1
 HE0955  NAD 83(1997)-  37 00 57.07301(N)    094 24 26.70077(W) AD(       ) 1
 HE0955  NAD 83(1986)-  37 00 57.08028(N)    094 24 26.69574(W) AD(       ) 1
 HE0955  NAD 27      -  37 00 56.85300(N)    094 24 25.89630(W) AD(       ) 1
 HE0955
 HE0955.Superseded values are not recommended for survey control.
 HE0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0955.See file dsdata.txt to determine how the superseded data were derived.
 HE0955
 HE0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7479697557(NAD 83)
 HE0955_MARKER: DR = REFERENCE MARK DISK
 HE0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0955+STABILITY: SURFACE MOTION
 HE0955
 HE0955  HISTORY     - Date     Condition        Report By
 HE0955  HISTORY     - 1959     MONUMENTED       CGS
 HE0955  HISTORY     - 1960     GOOD             CGS
 HE0955  HISTORY     - 1963     GOOD             CGS
 HE0955
 HE0955                          STATION DESCRIPTION
 HE0955
 HE0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HE0955'THE STATION IS ABOUT 10 MILES NORTH OF NEOSHO, 7.5 MILES
 HE0955'SOUTHEAST OF JOPLIN, AND 6 MILES WEST OF DIAMOND IN THE SOUTHEAST
 HE0955'1/4 OF SEC. 34, T. 27 N., R. 32 W. ON LAND OWNED AND OCCUPIED
 HE0955'BY MR. EUGENE JOHNSON.  IT IS 70 FEET WEST OF THE CENTERLINE OF A
 HE0955'GRAVELED ROAD, 48 FEET WEST OF THE NORTH-SOUTH FENCE, AND 43 FEET
 HE0955'NORTHWEST OF A 20 INCH HICKORY TREE.  THE MONUMENT IS FLUSH AND
 HE0955'THE DISK IS STAMPED DAHILL NO 3 1935.
 HE0955'
 HE0955'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. HIGHWAY
 HE0955'71 AND COUNTY ROAD V IN THE WEST EDGE OF DIAMOND, GO WEST ON
 HE0955'COUNTY ROAD V FOR 2.0 MILES TO THE JUNCTION OF COUNTY ROAD KK.
 HE0955'CONTINUE WEST ON COUNTY ROAD V FOR 3.3 MILES TO A GRAVELED
 HE0955'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.4
 HE0955'MILES TO THE TOP OF HILL AND THE STATION ON THE LEFT.
 HE0955'
 HE0955'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 HE0955'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 HE0955'
 HE0955'REFERENCE MARK 1 IS 93 FEET SOUTH OF A FENCE CORNER, 20 FEET EAST
 HE0955'OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT WEST OF A FENCE,
 HE0955'AND 1 FOOT SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS 6
 HE0955'INCHES AND THE DISK IS STAMPED DAHILL NO 1 1935.
 HE0955'
 HE0955'REFERENCE MARK 2 IS 21 FEET EAST OF THE CENTERLINE OF THE
 HE0955'GRAVELED ROAD, 2 FEET SOUTH OF AN EAST-WEST FENCE, AND 1 FOOT
 HE0955'EAST OF A NORTH-SOUTH FENCE.  THE MONUMENT PROJECTS 6 INCHES
 HE0955'AND THE DISK IS STAMPED DAHILL NO 2 1935.
 HE0955'
 HE0955'DAHILL 1935 IS 40 FEET WEST OF THE CENTERLINE OF A GRAVELED
 HE0955'ROAD, 28 FEET NORTH-WEST OF A 20 INCH HICKORY TREE, AND 18 FEET
 HE0955'WEST OF A NORTH-SOUTH FENCE.  THE MONUMENT IS FLUSH AND THE
 HE0955'DISK IS STAMPED DAHILL 1935.
 HE0955'
 HE0955'THE AZIMUTH MARK IS 87 FEET SOUTH OF A CONCRETE POST FENCE
 HE0955'CORNER, 21 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, AND
 HE0955'2 FEET SOUTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 12
 HE0955'INCHES AND THE DISK IS STAMPED DAHILL 1935.
 HE0955'
 HE0955'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE0955
 HE0955                          STATION RECOVERY (1960)
 HE0955
 HE0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0955'THE STATION WAS RECOVERED AS DESCRIBED IN 1959.
 HE0955'
 HE0955'A 77 FOOT TOWER WAS BUILT FOR CHECK ANGLES.  THE STATION WAS NOT
 HE0955'OCCUPIED BY THIS PARTY THIS YEAR.
 HE0955
 HE0955                          STATION RECOVERY (1963)
 HE0955
 HE0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 HE0955'THIS MARK WHICH WAS ESTABLISHED IN 1959 TO SERVE AS AN ECCENTRIC
 HE0955'SETUP FOR THE STEEL TOWER WAS RECOVERED IN GOOD CONDITION.  A
 HE0955'SHORT DESCRIPTION OF THE MARK ITSELF AND THE OBSERVATIONS MADE
 HE0955'IN 1963 AT THIS MARK FOLLOW.
 HE0955'
 HE0955'REFERENCE MARK NO. 3 IS 30.69 FEET WEST OF TRIANGULATION STATION
 HE0955'DAHILL 1935, 72 FEET WEST OF THE CENTERLINE OF A GRADED ROAD,
 HE0955'AND 66 FEET SOUTH-SOUTHWEST OF A 16-INCH OAK TREE.  THE MARK IS
 HE0955'FLUSH WITH SURFACE OF THE GROUND AND THE DISK IS STAMPED DAHILL
 HE0955'NO 3 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0925 ***********************************************************************
 HE0925  DESIGNATION -  DAN
 HE0925  PID         -  HE0925
 HE0925  STATE/COUNTY-  MO/JASPER
 HE0925  USGS QUAD   -  MAPLE GROVE (1962)
 HE0925
 HE0925                         *CURRENT SURVEY CONTROL
 HE0925  ___________________________________________________________________
 HE0925* NAD 83(1997)-  37 17 37.62079(N)    094 12 59.43246(W)     ADJUSTED  
 HE0925* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 HE0925  ___________________________________________________________________
 HE0925  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 HE0925  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HE0925
 HE0925  HORZ ORDER  -  THIRD
 HE0925
 HE0925.The horizontal coordinates were established by classical geodetic methods
 HE0925.and adjusted by the National Geodetic Survey in February 2000..
 HE0925
 HE0925.The orthometric height was scaled from a topographic map.
 HE0925
 HE0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0925
 HE0925.The geoid height was determined by GEOID03.
 HE0925
 HE0925;                    North         East     Units Scale Factor Converg.
 HE0925;SPC MO W     -   125,109.415   875,135.140   MT  0.99994896   +0 10 18.4
 HE0925;UTM  15      - 4,128,157.162   392,175.496   MT  0.99974321   -0 44 13.8
 HE0925
 HE0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0925!SPC MO W     -   0.99995591  x   0.99994896  =   0.99990487
 HE0925!UTM  15      -   0.99995591  x   0.99974321  =   0.99969913
 HE0925
 HE0925|---------------------------------------------------------------------|
 HE0925| PID    Reference Object                     Distance      Geod. Az  |
 HE0925|                                                           dddmmss.s |
 HE0925| CN6709 DAN RM 1                             23.678 METERS 00746     |
 HE0925| CN6708 DAN AZ MK                                          0894431.9 |
 HE0925| CN6710 DAN RM 2                              9.155 METERS 09530     |
 HE0925|---------------------------------------------------------------------|
 HE0925
 HE0925                          SUPERSEDED SURVEY CONTROL
 HE0925
 HE0925  NAD 83(1997)-  37 17 37.62096(N)    094 12 59.43256(W) AD(       ) 3
 HE0925  NAD 83(1997)-  37 17 37.62840(N)    094 12 59.43505(W) AD(       ) 3
 HE0925  NAD 83(1986)-  37 17 37.63355(N)    094 12 59.43015(W) AD(       ) 3
 HE0925  NAD 27      -  37 17 37.43540(N)    094 12 58.63560(W) AD(       ) 3
 HE0925
 HE0925.Superseded values are not recommended for survey control.
 HE0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0925.See file dsdata.txt to determine how the superseded data were derived.
 HE0925
 HE0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB9217528157(NAD 83)
 HE0925_MARKER: DS = TRIANGULATION STATION DISK
 HE0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0925
 HE0925  HISTORY     - Date     Condition        Report By
 HE0925  HISTORY     - 1960     MONUMENTED       CGS
 HE0925
 HE0925                          STATION DESCRIPTION
 HE0925
 HE0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0925'THE STATION IS APPROXIMATELY 6 MILES SOUTHEAST OF JASPER,
 HE0925'IN THE NORTHEAST QUARTER OF SECTION 5, T 29 N, R 30 W, ON
 HE0925'THE SOUTH RIGHT-OF-WAY OF COUNTY ROUTE N.
 HE0925'
 HE0925'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY
 HE0925'37 AND COUNTY ROUTE EE IN MAPLE GROVE, GO NORTH ON HIGHWAY
 HE0925'37 FOR 2.7 MILES TO A T-ROAD (JUNCTION OF COUNTY ROUTE N).
 HE0925'TURN LEFT, WEST, ON ROUTE N, 4.75 MILES TO THE AZIMUTH MARK
 HE0925'ON THE RIGHT.  CONTINUE WEST 0.25 MILE TO A GRAVEL SIDE
 HE0925'ROAD ON THE LEFT.  CONTINUE WEST 0.15 MILE TO THE STATION
 HE0925'ON THE LEFT.
 HE0925'
 HE0925'STATION MARKS ARE STANDARD DISK STAMPED DAN 1960.  THE SURFACE
 HE0925'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 HE0925'THE SURFACE OF THE GROUND.  IT IS 51 FEET WEST OF A LONE
 HE0925'48-INCH TREE, 40 FEET SOUTH OF THE CENTER OF ROUTE N, 4 FEET
 HE0925'NORTHEAST OF A METAL WITNESS POST AND 3 FEET NORTH OF AN
 HE0925'EAST-WEST FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HE0925'MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 HE0925'
 HE0925'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAN NO 1 1960,
 HE0925'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HE0925'SURFACE OF THE GROUND.  IT IS 79 FEET NORTHWEST OF THE 48-INCH
 HE0925'TREE, 39 FEET NORTH OF THE CENTER OF ROUTE N AND 1 FOOT SOUTH
 HE0925'OF AN EAST-WEST FENCE.
 HE0925'
 HE0925'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAN NO 2 1960,
 HE0925'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HE0925'SURFACE OF THE GROUND.  IT IS 42 FEET SOUTH OF THE CENTER
 HE0925'OF ROUTE N, 23 FEET SOUTHWEST OF THE 48-INCH TREE AND 1
 HE0925'FOOT NORTH OF THE EAST-WEST FENCE.
 HE0925'
 HE0925'AZIMUTH MARK, A STANDARD DISK STAMPED DAN 1960, IS SET IN
 HE0925'A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 HE0925'THE GROUND.  IT IS 72 FEET EAST OF A POWERLINE GUY POLE,
 HE0925'2 FEET WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF AN
 HE0925'EAST-WEST FENCE.
 HE0925'
 HE0925'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1534 ***********************************************************************
 JC1534  DESIGNATION -  DANVILLE
 JC1534  PID         -  JC1534
 JC1534  STATE/COUNTY-  MO/MONTGOMERY
 JC1534  USGS QUAD   -  MONTGOMERY CITY (1985)
 JC1534
 JC1534                         *CURRENT SURVEY CONTROL
 JC1534  ___________________________________________________________________
 JC1534* NAD 83(1997)-  38 54 13.30386(N)    091 33 22.63506(W)     ADJUSTED  
 JC1534* NAVD 88     -       250.6    (meters)     822.     (feet)  VERTCON   
 JC1534  ___________________________________________________________________
 JC1534  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 JC1534  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JC1534
 JC1534  HORZ ORDER  -  SECOND
 JC1534
 JC1534.The horizontal coordinates were established by classical geodetic methods
 JC1534.and adjusted by the National Geodetic Survey in February 2000..
 JC1534
 JC1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1534
 JC1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1534
 JC1534.The geoid height was determined by GEOID03.
 JC1534
 JC1534;                    North         East     Units Scale Factor Converg.
 JC1534;SPC MO E     -   341,270.729   158,378.701   MT  1.00003666   -0 39 48.3
 JC1534;UTM  15      - 4,307,080.270   625,185.715   MT  0.99979297   +0 54 24.4
 JC1534
 JC1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1534!SPC MO E     -   0.99996574  x   1.00003666  =   1.00000240
 JC1534!UTM  15      -   0.99996574  x   0.99979297  =   0.99975872
 JC1534
 JC1534|---------------------------------------------------------------------|
 JC1534| PID    Reference Object                     Distance      Geod. Az  |
 JC1534|                                                           dddmmss.s |
 JC1534| CN6711 DANVILLE RM 1                        23.418 METERS 03953     |
 JC1534| JC1535 SALLEE                              APPROX. 4.8 KM 0873221.8 |
 JC1534| CN6712 DANVILLE RM 2                        16.060 METERS 30429     |
 JC1534|---------------------------------------------------------------------|
 JC1534
 JC1534                          SUPERSEDED SURVEY CONTROL
 JC1534
 JC1534  NAD 83(1986)-  38 54 13.32172(N)    091 33 22.63720(W) AD(       ) 2
 JC1534  NAD 27      -  38 54 13.17303(N)    091 33 22.04088(W) AD(       ) 2
 JC1534  NGVD 29 (07/19/86)  250.6    (m)          822.     (f) VERT ANG       
 JC1534
 JC1534.Superseded values are not recommended for survey control.
 JC1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1534.See file dsdata.txt to determine how the superseded data were derived.
 JC1534
 JC1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD2518607080(NAD 83)
 JC1534_MARKER: DD = SURVEY DISK
 JC1534_SETTING: 0 = UNSPECIFIED SETTING
 JC1534
 JC1534  HISTORY     - Date     Condition        Report By
 JC1534  HISTORY     - 1970     MONUMENTED       USGS
 JC1534
 JC1534                          STATION DESCRIPTION
 JC1534
 JC1534'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1534'THE STATION IS LOCATED ABOUT 6 MI W. AND 1 MI S. OF NEW FLORENCE,
 JC1534'ABOUT 1.5 MI W. OF DANVILLE, IN THE NW. QUARTER OF SEC. 26, T. 48
 JC1534'N., R. 6 W., AND IN THE RIGHT-OF-WAY OF INTERSTATE HWY. 70.
 JC1534'
 JC1534'TO REACH THE STATION FROM THE OVERPASS BRIDGE OF STATE HWY. 161
 JC1534'OVER I-70 AT DANVILLE, DRIVE W. ON THE N. OUTER RD. (CO. HWY. TT)
 JC1534'FOR 0.8 MI TO A CURVE IN HWY. TT AND JCT. OF A DEAD END GRAVEL
 JC1534'RD. ON THE LEFT, TURN LEFT ON GRAVEL RD. AND DRIVE W. FOR ABOUT
 JC1534'0.1 MI TO THE STATION ON THE RIGHT.
 JC1534'
 JC1534'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 JC1534'DANVILLE 1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD,
 JC1534'DRIVEN FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 JC1534'
 JC1534'STATION MARK IS 420 FT W. OF THE JCT. OF HWY. TT AND THE DEAD
 JC1534'END GRAVEL RD., ABOUT 200 FT SE. OF A SMALL FARMHOUSE, 108.5 FT
 JC1534'N. OF THE CENTER OF THE W. BOUND RD. OF I-70, 44 FT N. OF CENTER
 JC1534'OF THE GRAVEL RD., 78 FT SE. OF COR. OF FENCES E.-N., 43 FT S. OF
 JC1534'THE N. RIGHT-OF-WAY FENCE AND 1 FT N. OF A METAL WITNESS POST.
 JC1534'
 JC1534'REFERENCE MARK 1 IS 76.83 FT (23.418 M.) NE. OF STATION, 176 FT
 JC1534'W. OF A FENCE COR. AND 1 FT S. OF THE FENCE AND A METAL WITNESS
 JC1534'POST.
 JC1534'
 JC1534'REFERENCE MARK 2 IS 52.69 FT (16.060 M.) NW. OF STATION, 33 FT
 JC1534'E. OF A FENCE COR., 26 FT E. OF A POWER LINE POLE, 55 FT E. OF
 JC1534'CENTER OF DRIVE N. TO HOUSE AND 1 FT S. OF N. RIGHT-OF-WAY FENCE.
 JC1534'
 JC1534'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 97.17 FT
 JC1534'(29.617 M.)
 JC1534'
 JC1534'A FIRE LOOKOUT TOWER, LOCATED ABOUT 0.5 MI SW. CAN BE USED AS AN
 JC1534'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0874 ***********************************************************************
 HC0874  DESIGNATION -  DARIEN
 HC0874  PID         -  HC0874
 HC0874  STATE/COUNTY-  MO/DENT
 HC0874  USGS QUAD   -  DARIEN (1981)
 HC0874
 HC0874                         *CURRENT SURVEY CONTROL
 HC0874  ___________________________________________________________________
 HC0874* NAD 83(1997)-  37 30 04.68739(N)    091 35 34.03714(W)     ADJUSTED  
 HC0874* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 HC0874  ___________________________________________________________________
 HC0874  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 HC0874  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HC0874
 HC0874  HORZ ORDER  -  FIRST
 HC0874
 HC0874.The horizontal coordinates were established by classical geodetic methods
 HC0874.and adjusted by the National Geodetic Survey in February 2000..
 HC0874
 HC0874.The orthometric height was scaled from a topographic map.
 HC0874
 HC0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0874
 HC0874.The geoid height was determined by GEOID03.
 HC0874
 HC0874;                    North         East     Units Scale Factor Converg.
 HC0874;SPC MO E     -   185,645.545   153,376.316   MT  1.00004829   -0 39 55.1
 HC0874;UTM  15      - 4,151,415.796   624,384.673   MT  0.99979057   +0 51 24.4
 HC0874
 HC0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0874!SPC MO E     -   0.99994571  x   1.00004829  =   0.99999400
 HC0874!UTM  15      -   0.99994571  x   0.99979057  =   0.99973629
 HC0874
 HC0874|---------------------------------------------------------------------|
 HC0874| PID    Reference Object                     Distance      Geod. Az  |
 HC0874|                                                           dddmmss.s |
 HC0874| CN6714 DARIEN RM 1                          23.122 METERS 04935     |
 HC0874| CN6713 DARIEN AZ MK                                       1271418.4 |
 HC0874| CN6715 DARIEN RM 2                          28.818 METERS 14715     |
 HC0874|---------------------------------------------------------------------|
 HC0874
 HC0874                          SUPERSEDED SURVEY CONTROL
 HC0874
 HC0874  NAD 83(1986)-  37 30 04.69988(N)    091 35 34.03578(W) AD(       ) 1
 HC0874  NAD 27      -  37 30 04.54000(N)    091 35 33.50300(W) AD(       ) 1
 HC0874
 HC0874.Superseded values are not recommended for survey control.
 HC0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0874.See file dsdata.txt to determine how the superseded data were derived.
 HC0874
 HC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB2438551416(NAD 83)
 HC0874_MARKER: DD = SURVEY DISK
 HC0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0874
 HC0874  HISTORY     - Date     Condition        Report By
 HC0874  HISTORY     - 1939     MONUMENTED       CGS
 HC0874
 HC0874                          STATION DESCRIPTION
 HC0874
 HC0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0874'STATION IS ON A LOW BUT PROMINENT WOODED HILL ABOUT 10 MILES
 HC0874'SOUTH-SOUTHWEST OF SALEM AND 1 MILE SOUTH OF THE DARIEN
 HC0874'POST OFFICE.  IT IS ON THE HIGHEST PART OF THE HILL.  THE
 HC0874'MARK PROJECTS 6 INCHES ABOVE GROUND AND IS
 HC0874'STAMPED DARIEN 1939.  TO REACH THE STATION FROM THE JUNCTION
 HC0874'OF HIGHWAYS AT THE SOUTH EDGE OF SALEM, DRIVE SOUTH ON STATE
 HC0874'HIGHWAY NO. 19 FOR 4.6 MILES, THEN TURN RIGHT, WEST ON COUNTY
 HC0874'HIGHWAY K AND DRIVE ON THIS HIGHWAY FOR 6.0 MILES TO THE
 HC0874'DARIEN POST OFFICE, CONTINUE ON COUNTY HIGHWAY K FOR 1.3 MILES
 HC0874'TO A T-ROAD WEST AT THE END OF A CURVE TO THE EAST, TURN
 HC0874'RIGHT, WEST, ON THE COUNTRY ROAD AND DRIVE 0.15 MILE TO THE
 HC0874'TOP OF THE HILL AND THE STATION.
 HC0874'
 HC0874'REFERENCE MARK NO. 1 IS 75.85 FEET, 23.122 METERS, HORIZONTAL
 HC0874'DISTANCE, NORTHEAST OF THE STATION, AND 2 FEET LOWER THAN
 HC0874'THE STATION.  THE MARK PROJECTS 6 INCHES ABOVE
 HC0874'GROUND AND IS STAMPED DARIEN NO. 1 1939.
 HC0874'
 HC0874'REFERENCE MARK NO. 2 IS 94.54 FEET, 28.818 METERS, HORIZONTAL
 HC0874'DISTANCE, SOUTHEAST OF THE STATION, AND 2 FEET LOWER THAN
 HC0874'THE STATION.  THE MARK PROJECTS 6 INCHES ABOVE
 HC0874'GROUND AND IS STAMPED DARIEN NO. 2 1939.
 HC0874'
 HC0874'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTHEAST OF THE STATION,
 HC0874'40 FEET WEST OF THE CENTER OF COUNTY HIGHWAY K, 1 FOOT EAST
 HC0874'OF THE FENCE LINE ON THE WEST SIDE OF THE ROAD, AND ABOUT
 HC0874'35 PACES NORTHWEST OF THE TOP OF THE HILL.  THE MARK
 HC0874'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED DARIEN 1939.
 HC0874'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE EAST 0.15
 HC0874'MILE TO COUNTY HIGHWAY K, THEN TURN RIGHT, SOUTHEAST, AND
 HC0874'DRIVE 0.5 MILE TO THE MARK ON THE WEST SIDE OF THE ROAD.
 HC0874'
 HC0874'A 64-FOOT TOWER AT DARIEN WILL SEE AN 87-FOOT LIGHT AT GROGAN 1934.
 HC0874'
 HC0874'A 64-FOOT TOWER AT DARIEN WILL SEE AN 87-FOOT LIGHT AT LEWIS 1934.
 HC0874'
 HC0874'A 64-FOOT TOWER AT DARIEN WILL SEE A 100-FOOT LIGHT AT ASHLEY.
 HC0874'
 HC0874'A 64-FOOT TOWER AT DARIEN WILL SEE AN 87-FOOT LIGHT AT ZION.
 HC0874'
 HC0874'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0716 ***********************************************************************
 HC0716  DESIGNATION -  DARK
 HC0716  PID         -  HC0716
 HC0716  STATE/COUNTY-  MO/SHANNON
 HC0716  USGS QUAD   -  JAM UP CAVE (1985)
 HC0716
 HC0716                         *CURRENT SURVEY CONTROL
 HC0716  ___________________________________________________________________
 HC0716* NAD 83(1997)-  37 03 58.16210(N)    091 32 20.94152(W)     ADJUSTED  
 HC0716* NAVD 88     -       352.3    (meters)    1156.     (feet)  VERTCON   
 HC0716  ___________________________________________________________________
 HC0716  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HC0716  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HC0716
 HC0716  HORZ ORDER  -  SECOND
 HC0716
 HC0716.The horizontal coordinates were established by classical geodetic methods
 HC0716.and adjusted by the National Geodetic Survey in February 2000..
 HC0716
 HC0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0716
 HC0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0716
 HC0716.The geoid height was determined by GEOID03.
 HC0716
 HC0716;                    North         East     Units Scale Factor Converg.
 HC0716;SPC MO E     -   137,299.122   157,588.443   MT  1.00003850   -0 37 35.0
 HC0716;UTM  15      - 4,103,209.370   629,871.838   MT  0.99980778   +0 52 50.3
 HC0716
 HC0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0716!SPC MO E     -   0.99994941  x   1.00003850  =   0.99998791
 HC0716!UTM  15      -   0.99994941  x   0.99980778  =   0.99975720
 HC0716
 HC0716                          SUPERSEDED SURVEY CONTROL
 HC0716
 HC0716  NAD 83(1986)-  37 03 58.17385(N)    091 32 20.94008(W) AD(       ) 2
 HC0716  NAD 27      -  37 03 57.99857(N)    091 32 20.44007(W) AD(       ) 2
 HC0716  NGVD 29 (07/19/86)  352.2    (m)         1156.     (f) VERT ANG       
 HC0716
 HC0716.Superseded values are not recommended for survey control.
 HC0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0716.See file dsdata.txt to determine how the superseded data were derived.
 HC0716
 HC0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB2987203209(NAD 83)
 HC0716_MARKER: DS = TRIANGULATION STATION DISK
 HC0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0716+STABILITY: SURFACE MOTION
 HC0716
 HC0716  HISTORY     - Date     Condition        Report By
 HC0716  HISTORY     - 1977     MONUMENTED       NGS
 HC0716
 HC0716                          STATION DESCRIPTION
 HC0716
 HC0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0716'THE STATION IS LOCATED 6 MILES NORTHWEST OF BIRCH TREE, 8
 HC0716'MILES SOUTHWEST OF ALLEY SPRING AND 10 MILES SOUTHEAST OF
 HC0716'SUMMERSVILLE IN THE SOUTHEAST 1/4 OF SECTION 30, R 5 W,
 HC0716'T 28 N, AND ON STATE PROPERTY.  ACCESS TO THE STATION IS
 HC0716'IS THROUGH MR. R.E. BAUGHS PROPERTY WHO GAVE PERMISSION TO
 HC0716'CROSS.
 HC0716'
 HC0716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60,
 HC0716'STATE HIGHWAY 99 AND COUNTY ROUTE FF IN THE NORTH EDGE OF
 HC0716'BIRCH TREE, GO NORTH ON HIGHWAY FF FOR 2.7 MILES TO A SIDE
 HC0716'ROAD LEFT, THE BEREA MENNONITE CHURCH ON THE LEFT AND THE
 HC0716'END OF THE PAVEMENT.
 HC0716'CONTINUE AHEAD NORTHERLY ON A GRAVELED ROAD FOR 1.05 MILES
 HC0716'TO A FORK.  TAKE THE LEFT FORK AND GO WESTERLY FOR 1.25
 HC0716'MILES TO A FORK.  TAKE THE RIGHT FORK AND
 HC0716'GO NORTHWEST FOR 0.8 MILE TO A
 HC0716'FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHERLY FOR 0.25
 HC0716'MILE TO A SIDE ROAD RIGHT, JUST BEFORE REACHING THE HOME
 HC0716'OF MR. R.E. BAUGH.  TURN RIGHT ON A FIELD ROAD AND
 HC0716'CONTINUE NORTHERLY FOR 0.3 MILE TO A GATE.  PASS THROUGH
 HC0716'GATE AND CONTINUE NORTHERLY FOR 0.4 MILE TO A GATE.
 HC0716'PASS THROUGH THE GATE AND CONTINUE NORTHERLY FOR 0.3
 HC0716'MILE TO ANOTHER GATE, PASS THROUGH GATE, WHICH PUTS YOU ON
 HC0716'STATE PROPERTY, AND CONTINUE NORTHERLY ON THE FIELD
 HC0716'ROAD FOR 0.35 MILE TO THE STATION
 HC0716'ON THE RIGHT.
 HC0716'
 HC0716'THE STATION MARKS ARE, STANDARD DISKS STAMPED---DARK 1977---.
 HC0716'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0716'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 HC0716'SURFACE AND HAS A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS
 HC0716'80.7 FEET NORTH-NORTHWEST OF A METAL WITNESS POST, 45 FEET
 HC0716'NORTHEAST OF THE CENTER OF THE FIELD ROAD, 45 FEET EAST OF A
 HC0716'METAL WITNESS POST AND 5 FEET SOUTHEAST OF A METAL WITNESS
 HC0716'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 HC0716'IRREGULAR MASS OF CONCRETE WHICH IS 42 INCHES BELOW
 HC0716'THE GROUND SURFACE.
 HC0716'
 HC0716'REFERENCE MARK 1, A STANDARD DISK STAMPED---DARK NO 1 1977---,
 HC0716'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0716'WHICH IS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET
 HC0716'SOUTHWEST OF THE CENTER OF THE FIELD ROAD AND 2.9 FEET EAST
 HC0716'OF A METAL WITNESS POST.
 HC0716'
 HC0716'REFERENCE MARK 2, A STANDARD DISK STAMPED---DARK NO 2 1977---,
 HC0716'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0716'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 8.8
 HC0716'FEET NORTHEAST OF THE CENTER OF THE FIELD ROAD AND 3.6 FEET
 HC0716'NORTHWEST OF A METAL WITNESS POST.
 HC0716'
 HC0716'NO SUITABLE LOCATION TO ESTABLISH AN AZIMUTH MARK.
 HC0716'
 HC0716'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 19.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1119 ***********************************************************************
 KD1119  DESIGNATION -  DARK
 KD1119  PID         -  KD1119
 KD1119  STATE/COUNTY-  MO/RANDOLPH
 KD1119  USGS QUAD   -  COLLEGE MOUND (1979)
 KD1119
 KD1119                         *CURRENT SURVEY CONTROL
 KD1119  ___________________________________________________________________
 KD1119* NAD 83(1997)-  39 30 23.06882(N)    092 34 07.58349(W)     ADJUSTED  
 KD1119* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 KD1119  ___________________________________________________________________
 KD1119  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 KD1119  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KD1119
 KD1119  HORZ ORDER  -  FIRST
 KD1119
 KD1119.The horizontal coordinates were established by classical geodetic methods
 KD1119.and adjusted by the National Geodetic Survey in February 2000..
 KD1119
 KD1119.The orthometric height was scaled from a topographic map.
 KD1119
 KD1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1119
 KD1119.The geoid height was determined by GEOID03.
 KD1119
 KD1119;                    North         East     Units Scale Factor Converg.
 KD1119;SPC MO C     -   407,650.882   494,085.520   MT  0.99993376   -0 02 37.5
 KD1119;UTM  15      - 4,373,064.426   537,073.118   MT  0.99961692   +0 16 27.6
 KD1119
 KD1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1119!SPC MO C     -   0.99996504  x   0.99993376  =   0.99989880
 KD1119!UTM  15      -   0.99996504  x   0.99961692  =   0.99958197
 KD1119
 KD1119:                Primary Azimuth Mark                     Grid Az
 KD1119:SPC MO C     -  MOBERLY EAST MUNICIPAL TANK              129 32 24.5
 KD1119:UTM  15      -  MOBERLY EAST MUNICIPAL TANK              129 13 19.4
 KD1119
 KD1119|---------------------------------------------------------------------|
 KD1119| PID    Reference Object                     Distance      Geod. Az  |
 KD1119|                                                           dddmmss.s |
 KD1119| KD1076 MOBERLY EAST MUNICIPAL TANK         APPROX.15.2 KM 1292947.0 |
 KD1119| KD1071 MOBERLY MO PWR LT CO STACK          APPROX.14.4 KM 1300543.7 |
 KD1119| KD1069 MOBERLY WEST MUNICIPAL TANK         APPROX.12.7 KM 1302127.6 |
 KD1119| KD1070 MOBERLY COATES ST PRESB CH          APPROX.14.4 KM 1311522.5 |
 KD1119| KD1072 MOBERLY ST JOHNS CATH CHURCH        APPROX.14.9 KM 1313118.5 |
 KD1119| KD1073 MOBERLY BROWN SHOE CO TANK          APPROX.15.4 KM 1323326.5 |
 KD1119| KD1074 MOBERLY BROWN SHOE CO STACK         APPROX.15.4 KM 1324132.0 |
 KD1119| KD1077 HUNTSVILLE MUNICIPAL TANK           APPROX. 7.6 KM 1661728.4 |
 KD1119| AJ6860 THOMAS HILL PSWD NO 1 TK             66.285 METERS 18007     |
 KD1119| AJ6858 DARK AZ MK 3                        APPROX. 0.8 KM 1814132.6 |
 KD1119| CL8377 DARK AZ MK RESET                                   1942750.2 |
 KD1119| AJ6832 DARK RM 3                            17.941 METERS 19450     |
 KD1119| CL8376 DARK AZ MK                                         1960804.3 |
 KD1119| CL8378 DARK RM 1                            28.042 METERS 22709     |
 KD1119| AJ6833 DARK RM 2                            28.919 METERS 33652     |
 KD1119|---------------------------------------------------------------------|
 KD1119
 KD1119                          SUPERSEDED SURVEY CONTROL
 KD1119
 KD1119  NAD 83(1997)-  39 30 23.07438(N)    092 34 07.58942(W) AD(       ) 1
 KD1119  NAD 83(1986)-  39 30 23.07446(N)    092 34 07.58978(W) AD(       ) 1
 KD1119  NAD 27      -  39 30 22.95940(N)    092 34 06.92200(W) AD(       ) 1
 KD1119
 KD1119.Superseded values are not recommended for survey control.
 KD1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1119.See file dsdata.txt to determine how the superseded data were derived.
 KD1119
 KD1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD3707373064(NAD 83)
 KD1119_MARKER: DS = TRIANGULATION STATION DISK
 KD1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1119_STAMPING: DARK 1948
 KD1119_MARK LOGO: CGS   
 KD1119_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KD1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1119+STABILITY: SURFACE MOTION
 KD1119
 KD1119  HISTORY     - Date     Condition        Report By
 KD1119  HISTORY     - 1948     MONUMENTED       CGS
 KD1119  HISTORY     - 1966     GOOD             CGS
 KD1119  HISTORY     - 19850924 GOOD             CGS
 KD1119
 KD1119                          STATION DESCRIPTION
 KD1119
 KD1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1119'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF MOBERLY, ABOUT
 KD1119'5 MILES NORTH-NORTHWEST OF HUNTSVILLE, ON LAND OWNED AND OCCUPIED
 KD1119'BY MR. C.W. BOLING.  IT IS 49 FEET SOUTHWEST OF THE SOUTHWEST
 KD1119'CORNER OF MR. BOLINGS HOUSE, AND 13 FEET WEST OF A FENCE LINE.
 KD1119'THE DISK IS STAMPED DARK 1948 AND IS SET FLUSH WITH THE GROUND.
 KD1119'
 KD1119'REFERENCE MARK NO. 1 IS 92.00 FEET SOUTHWEST OF THE STATION, 18
 KD1119'FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, AND 1 FOOT NORTH
 KD1119'OF A FENCELINE.  THE DISK IS STAMPED DARK NO 1 1943 AND PROJECTS
 KD1119'8 INCHES.
 KD1119'
 KD1119'REFERENCE MARK NO. 2 IS 94.78 FEET NORTH-NORTHWEST OF THE STATION,
 KD1119'2 FEET EAST OF THE EAST SIDE OF A BARN, AND 1 FOOT SOUTH OF A
 KD1119'BOARD FENCE.  THE DISK IS STAMPED DARK NO 2 1948 AND PROJECTS 6
 KD1119'INCHES.
 KD1119'
 KD1119'THE AZIMUTH MARK IS ABOUT 0.45 MILE SOUTH OF THE STATION, 0.1
 KD1119'MILE NORTH OF A CROSSROAD, 30 FEET EAST OF THE CENTERLINE OF
 KD1119'COUNTY ROUTE C, 12 FEET EAST OF A FENCELINE, AND 1.5 FEET NORTH OF
 KD1119'A TELEPHONE POLE.  STAMPED DARK 1948 AND PROJECTS 8 INCHES.
 KD1119'
 KD1119'TO REACH THE STATION FROM THE COURT HOUSE IN HUNTSVILLE, GO NORTH
 KD1119'ON COUNTY ROUTE C FOR 4.85 MILES TO A CROSS ROAD (COUNTY ROUTE Z).
 KD1119'CONTINUE NORTH FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 KD1119'DESCRIBED.  CONTINUE NORTH FOR 0.4 MILE TO A CROSS ROAD.  TURN
 KD1119'LEFT AND GO 0.05 MILE TO A DRIVE WAY ON THE RIGHT AND THE STATION
 KD1119'AS DESCRIBED.
 KD1119'
 KD1119'A 100 FOOT SIGNAL AT EXCELLO IS VISIBLE AT 20 FEET.
 KD1119'
 KD1119'A 74 FOOT SIGNAL AT JACK IS VISIBLE AT 37 FEET.
 KD1119'
 KD1119'A 100 FOOT SIGNAL AT CAIRO IS VISIBLE AT 37 FEET.
 KD1119'
 KD1119'A 74 FOOT SIGNAL AT BRADLEY IS VISIBLE AT 64 FEET.
 KD1119'
 KD1119'A 100 FOOT SIGNAL AT MIGBEE IS VISIBLE FROM THE GROUND.
 KD1119'
 KD1119'AN 87 FOOT SIGNAL AT ROANOKE IS VISIBLE AT 37 FEET.
 KD1119'
 KD1119'AN 87 FOOT SIGNAL AT PRAIRIE IS VISIBLE FROM THE GROUND.
 KD1119'
 KD1119'A 100 FOOT SIGNAL AT KASEY IS VISIBLE AT 64 FEET.
 KD1119'
 KD1119'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KD1119
 KD1119                          STATION RECOVERY (1966)
 KD1119
 KD1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1119'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 KD1119'GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 KD1119'FOUND DESTROYED.
 KD1119'
 KD1119'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WERE SET.
 KD1119'
 KD1119'FOLLOWING IS A NEW DESCRIPTION.
 KD1119'
 KD1119'STATION MARK, A STANDARD DISK STAMPED DARK 1948, IS SET IN THE
 KD1119'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 KD1119'THE GROUND.  IT IS 90 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KD1119'ROAD, 49 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 KD1119'18 FEET WEST OF THE CENTER OF A DRIVEWAY, AND 15 FEET EAST OF A
 KD1119'BOARD FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 KD1119'
 KD1119'TO REACH THE STATION FROM THE COURTHOUSE IN HUNTSVILLE, GO NORTH
 KD1119'ON COUNTY ROAD C FOR 4.75 MILES TO THE JUNCTION OF COUNTY ROAD
 KD1119'Z.  CONTINUE NORTH ON COUNTY ROAD C FOR 0.1 MILE TO THE AZIMUTH
 KD1119'MARK ON THE RIGHT.  CONTINUE NORTH ON COUNTY ROAD C FOR 0.4 MILE
 KD1119'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A GRAVELED
 KD1119'ROAD FOR 0.05 MILE TO ENTRANCE TO FARMHOUSE ON THE STATION ON
 KD1119'THE RIGHT.
 KD1119'
 KD1119'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DARK NO. 2 1948, IS
 KD1119'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 KD1119'IT IS 2 FEET EAST OF THE EAST SIDE OF A BARN AND 1 FOOT SOUTH OF
 KD1119'A BOARD FENCE.
 KD1119'
 KD1119'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DARK 1948 NO. 3
 KD1119'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KD1119'WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET WEST OF THE CENTER
 KD1119'OF THE DRIVEWAY, 31 FEET NORTH OF THE CENTER OF THE EAST-WEST
 KD1119'ROAD, AND 1.5 FEET EAST OF A POWERLINE POLE WITH A TRANSFORMER.
 KD1119'
 KD1119'AZIMUTH MARK, A STANDARD DISK STAMPED DARK 1948 AZ. 2 1966, IS
 KD1119'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KD1119'IT IS 39.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD C, 1 FOOT
 KD1119'WEST OF A FENCE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KD1119'
 KD1119'ALL MARKS FOUND AS DESCRIBED.
 KD1119'
 KD1119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES
 KD1119'NORTH-NORTHWEST OF HUNTSVILLE
 KD1119
 KD1119                          STATION RECOVERY (1985)
 KD1119
 KD1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1985
 KD1119'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NW OF MOBERLY, 7.6 KM
 KD1119'(4.70 MI) N NW OF HUNTSVILLE, 7.2 KM (4.45 MI) E OF THOMAS HILL,
 KD1119'ACROSS THE ROAD FROM, AND N OF, THE THOMAS HILL PWSD NO 1 TANK AND IN
 KD1119'A FARM YARD.  OWNERSHIP- MELVIN KITCHENS, RURAL ROUTE 1, HUNTSVILLE,
 KD1119'MISSOURI 65259, TO REACH THE STATION FROM THE RANDOLPH COUNTY
 KD1119'COURTHOUSE IN HUNTSVILLE, GO N ON STATE ROAD C FOR 7.97 KM (4.95 MI)
 KD1119'TO THE JUNCTION WITH STATE ROAD 2 AND AZIMUTH MARK 3 0.16 KM (0.10 MI)
 KD1119'E ALONG ROAD Z. CONTINUE N ON ROAD C FOR 0.80 KM (0.50 MI) TO RANDOLPH
 KD1119'COUNTY ROAD A 72 ON THE LEFT.  TURN LEFT AND GO W ON ROAD A 72 FOR
 KD1119'0.08 KM (0.05 MI) TO THE WATER TANK ON THE LEFT AND THE STATION ON THE
 KD1119'RIGHT, AT MR KITCHENS HOUSE AND FARM BUILDINGS.  THE STATION IS A
 KD1119'STANDARD CGS DISK STAMPED DARK 1948, SET INTO THE TOP OF A SQUARE
 KD1119'CONCRETE MONUMENT 25 CM OR 10 INCHES IN DIAMETER FLUSH WITH GROUND
 KD1119'LOCATED 27.4 M (89.9 FT) N FROM THE CENTERLINE OF THE ROAD, 22.55 M
 KD1119'(73.98 FT) E FROM THE NE CORNER OF A POLE BARN, 14.94 M (49.02 FT) WSW
 KD1119'FROM THE SW CORNER OF THE HOUSE PROPER, AND 5.49 M (18.01 FT) SE FROM
 KD1119'A LIGHT POLE.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED DARK
 KD1119'NO 2 1948, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM OR 12
 KD1119'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 19.51 M (64.01 FT) WNW
 KD1119'FROM THE NW CORNER OF THE GARAGE ATTACHED TO THE HOUSE, 1.98 M (6.50
 KD1119'FT) S FROM THE NE CORNER OF THE OLD BARN, 0.61 M (2.00 FT) E FROM THE
 KD1119'E FACE OF THE OLD BARN, AND 0.9 M (3.0 FT) BELOW THE STATION.
 KD1119'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED DARK 1948 NO 3
 KD1119'1966, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM OR 12
 KD1119'INCHES IN DIAMETER RECESSED 5 CM OR 2 INCHES BELOW THE GROUND LOCATED
 KD1119'19.20 M (62.99 FT) E FROM THE SE CORNER OF POLE BARN, 12.95 M (42.49
 KD1119'FT) N FROM THE CENTERLINE OF THE ROAD, 9.3 M (30.5 FT) W FROM THE
 KD1119'CENTERLINE OF THE DRIVEWAY, AND LOWER THAN THE STATION.  AZIMUTH MARK
 KD1119'NO 3 IS A STANDARD NGS DISK STAMPED DARK 1948 NO 3 1985, SET INTO THE
 KD1119'TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER FLUSH
 KD1119'WITH GROUND LOCATED 21.8 M (71.5 FT) N FROM THE CENTERLINE OF ROAD Z,
 KD1119'17.53 M (57.51 FT) E FROM THE CENTER OF A METAL GATE AT THE PASTURE
 KD1119'ENTRANCE, 0.76 M (2.49 FT) S FROM THE N RIGHT-OF-WAY FENCE, AND 1.17 M
 KD1119'(3.84 FT) SW FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 KD1119'JUNCTION OF ROADS C AND Z, 0.8 KM (0.50 MI) S OF THE STATION, GO E ON
 KD1119'ROAD Z FOR 0.16 KM (0.10 MI) TO A GATE INTO A PASTURE AND THE MARK ON
 KD1119'THE RIGHT.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED DARK
 KD1119'1948 NO 3 1985, IMBEDDED IN THE GROUND 0.9 M (3.0 FT) BELOW THE
 KD1119'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ6858 ***********************************************************************
 AJ6858  DESIGNATION -  DARK AZ MK 3
 AJ6858  PID         -  AJ6858
 AJ6858  STATE/COUNTY-  MO/RANDOLPH
 AJ6858  USGS QUAD   -  HUNTSVILLE (1979)
 AJ6858
 AJ6858                         *CURRENT SURVEY CONTROL
 AJ6858  ___________________________________________________________________
 AJ6858* NAD 83(1997)-  39 29 57.13077(N)    092 34 08.57271(W)     ADJUSTED  
 AJ6858* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 AJ6858  ___________________________________________________________________
 AJ6858  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AJ6858  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 AJ6858
 AJ6858  HORZ ORDER  -  FIRST
 AJ6858
 AJ6858.The horizontal coordinates were established by classical geodetic methods
 AJ6858.and adjusted by the National Geodetic Survey in November 2001..
 AJ6858
 AJ6858.The orthometric height was scaled from a topographic map.
 AJ6858
 AJ6858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6858
 AJ6858.The geoid height was determined by GEOID03.
 AJ6858
 AJ6858;                    North         East     Units Scale Factor Converg.
 AJ6858;SPC MO C     -   406,851.016   494,061.275   MT  0.99993377   -0 02 38.1
 AJ6858;UTM  15      - 4,372,264.692   537,053.321   MT  0.99961690   +0 16 26.8
 AJ6858
 AJ6858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6858!SPC MO C     -   0.99996660  x   0.99993377  =   0.99990037
 AJ6858!UTM  15      -   0.99996660  x   0.99961690  =   0.99958351
 AJ6858
 AJ6858                          SUPERSEDED SURVEY CONTROL
 AJ6858
 AJ6858.No superseded survey control is available for this station.
 AJ6858
 AJ6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD3705372265(NAD 83)
 AJ6858_MARKER: DZ = AZIMUTH MARK DISK
 AJ6858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6858_STAMPING: DARK 1948 NO 3 1985
 AJ6858_MARK LOGO: NGS   
 AJ6858_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6858+STABILITY: SURFACE MOTION
 AJ6858
 AJ6858  HISTORY     - Date     Condition        Report By
 AJ6858  HISTORY     - 1985     MONUMENTED       NGS
 AJ6858
 AJ6858                          STATION DESCRIPTION
 AJ6858
 AJ6858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GCS)
 AJ6858'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) N OF HUNTSVILLE, 0.16 KM
 AJ6858'(0.10 MI) E OF THE JUNCTION OF STATE ROADS C AND Z AND ON THE N SIDE
 AJ6858'OF ROAD Z AT AN ENTRANCE INTO A PASTURE.  OWNERSHIP- RANDOLPH COUNTY
 AJ6858'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE COURTHOUSE IN HUNTSVILLE,
 AJ6858'GO N ON STATE ROAD C FOR 7.97 KM (4.95 MI) TO THE JUNCTION WITH STATE
 AJ6858'ROAD Z.  TURN RIGHT AND GO E ON ROAD Z FOR 0.16 KM (0.10 MI) TO THE
 AJ6858'STATION ON THE LEFT, AT THE E END OF A ROAD FILL AND JUST E OF A GATE
 AJ6858'INTO A PASTURE.  THE STATION IS A STANDARD NGS AZ MK DISK STAMPED DARK
 AJ6858'1948 NO 3 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR
 AJ6858'12 INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 21.8 M (71.5 FT) OR
 AJ6858'71.5 FT (21.8 M) N FROM THE CENTERLINE OF ROAD Z, 17.53 M (57.51 FT) E
 AJ6858'FROM THE CENTER OF THE METAL GATE, 0.76 M (2.49 FT) S FROM THE N
 AJ6858'RIGHT-OF-WAY FENCE, AND 1.17 M (3.84 FT) SW FROM A WITNESS POST.  THE
 AJ6858'UNDERGROUND MARK IS A STANDARD NGS AZ MK DISK STAMPED DARK 1948 NO 3
 AJ6858'1985, IMBEEDED IN AN IRREGULAR MASS OF CONCRETE 0.9 M (3.0 FT) BELOW
 AJ6858'THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0693 ***********************************************************************
 KD0693  DESIGNATION -  DAVIS
 KD0693  PID         -  KD0693
 KD0693  STATE/COUNTY-  MO/LAFAYETTE
 KD0693  USGS QUAD   -  ALMA (1978)
 KD0693
 KD0693                         *CURRENT SURVEY CONTROL
 KD0693  ___________________________________________________________________
 KD0693* NAD 83(1997)-  39 03 39.05131(N)    093 33 43.00949(W)     ADJUSTED  
 KD0693* NAVD 88     -       255.394  (meters)     837.91   (feet)  ADJUSTED  
 KD0693  ___________________________________________________________________
 KD0693  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 KD0693  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD0693  DYNAMIC HT  -         255.231 (meters)     837.37  (feet)  COMP
 KD0693  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 KD0693
 KD0693  HORZ ORDER  -  SECOND
 KD0693  VERT ORDER  -  SECOND    CLASS 0
 KD0693
 KD0693.The horizontal coordinates were established by classical geodetic methods
 KD0693.and adjusted by the National Geodetic Survey in February 2000..
 KD0693
 KD0693.The orthometric height was determined by differential leveling
 KD0693.and adjusted by the National Geodetic Survey in June 1991..
 KD0693
 KD0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0693
 KD0693.The geoid height was determined by GEOID03.
 KD0693
 KD0693.The dynamic height is computed by dividing the NAVD 88
 KD0693.geopotential number by the normal gravity value computed on the
 KD0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0693.degrees latitude (g = 980.6199 gals.).
 KD0693
 KD0693.The modeled gravity was interpolated from observed gravity values.
 KD0693
 KD0693;                    North         East     Units Scale Factor Converg.
 KD0693;SPC MO W     -   321,622.867   931,186.485   MT  1.00002231   +0 35 28.1
 KD0693;SPC MO C     -   358,722.157   408,091.219   MT  1.00003731   -0 40 09.2
 KD0693;UTM  15      - 4,323,679.183   451,381.559   MT  0.99962910   -0 21 14.8
 KD0693
 KD0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0693!SPC MO W     -   0.99996506  x   1.00002231  =   0.99998737
 KD0693!SPC MO C     -   0.99996506  x   1.00003731  =   1.00000237
 KD0693!UTM  15      -   0.99996506  x   0.99962910  =   0.99959417
 KD0693
 KD0693:                Primary Azimuth Mark                     Grid Az
 KD0693:SPC MO W     -  DAVIS AZ MK                              000 12 05.8
 KD0693:SPC MO C     -  DAVIS AZ MK                              001 27 43.1
 KD0693:UTM  15      -  DAVIS AZ MK                              001 08 48.7
 KD0693
 KD0693|---------------------------------------------------------------------|
 KD0693| PID    Reference Object                     Distance      Geod. Az  |
 KD0693|                                                           dddmmss.s |
 KD0693| KD0695 DAVIS AZ MK                                        0004733.9 |
 KD0693| KD0692 DAVIS RM 1                           10.771 METERS 18155     |
 KD0693| JD2741 CONCORDIA MUNICIPAL TANK            APPROX. 8.6 KM 1840644.3 |
 KD0693| KD0694 DAVIS RM 2                           20.312 METERS 28237     |
 KD0693|---------------------------------------------------------------------|
 KD0693
 KD0693                          SUPERSEDED SURVEY CONTROL
 KD0693
 KD0693  NAD 83(1997)-  39 03 39.05277(N)    093 33 43.01103(W) AD(       ) 2
 KD0693  NAD 83(1986)-  39 03 39.05809(N)    093 33 43.00978(W) AD(       ) 2
 KD0693  NAD 27      -  39 03 38.99006(N)    093 33 42.24397(W) AD(       ) 2
 KD0693  NGVD 29 (??/??/92)  255.303  (m)          837.61   (f) ADJ UNCH    2 0
 KD0693
 KD0693.Superseded values are not recommended for survey control.
 KD0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0693.See file dsdata.txt to determine how the superseded data were derived.
 KD0693
 KD0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5138223679(NAD 83)
 KD0693_MARKER: DS = TRIANGULATION STATION DISK
 KD0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0693_STAMPING: DAVIS 1949
 KD0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0693+STABILITY: SURFACE MOTION
 KD0693
 KD0693  HISTORY     - Date     Condition        Report By
 KD0693  HISTORY     - 1949     MONUMENTED       CGS
 KD0693  HISTORY     - 1962     GOOD             CGS
 KD0693  HISTORY     - 1962     GOOD             NGS
 KD0693
 KD0693                          STATION DESCRIPTION
 KD0693
 KD0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD0693'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF STATE ROUTE NO.
 KD0693'23 ABOUT 5.5 MILES NORTH OF CONCORDIA AND ABOUT 2.5 MILES
 KD0693'SOUTH AND 0.75 OF A MILE WEST OF ALMA.  IT IS 32.0 FEET
 KD0693'EAST OF THE CENTER OF STATE ROUTE NO. 23, 8.2 FEET SOUTH
 KD0693'OF A TELEPHONE POLE, 6.3 FEET SOUTH OF A WITNESS POST, AND
 KD0693'1.0 FOOT EAST OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 KD0693'DAVIS 1949.
 KD0693'
 KD0693'REFERENCE MARK NO. 1 IS 32.0 FEET EAST OF THE CENTER OF STATE
 KD0693'ROUTE NO. 23 AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 6
 KD0693'INCHES AND IS STAMPED DAVIS NO 1 1949.
 KD0693'
 KD0693'REFERENCE MARK NO. 2 IS 33.0 FEET WEST OF THE CENTER OF STATE
 KD0693'ROUTE NO. 23 AND 1.0 FOOT NORTH OF A POWER LINE POLE.  IT
 KD0693'PROJECTS 8 INCHES AND IS STAMPED DAVIS NO 2 1949.
 KD0693'
 KD0693'THE AZIMUTH MARK IS 47.5 FEET SOUTH OF A POWER LINE POLE, 33.7
 KD0693'FEET WEST OF THE CENTER OF STATE ROUTE NO. 23, 17.5 FEET SOUTH
 KD0693'OF THE CENTER OF A BOARD GATE, AND 2.5 FEET SOUTH OF A WITNESS
 KD0693'POST, AND 0.8 OF A FOOT EAST OF A WOVEN WIRE FENCE.  IT PROJECTS 4
 KD0693'INCHES AND IS STAMPED DAVIS 1949.
 KD0693'
 KD0693'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 40
 KD0693'AND STATE ROUTE NO. 23 AT THE NORTHEAST EDGE OF CONCORDIA,
 KD0693'GO NORTH ON STATE ROUTE NO. 23 FOR 5.1 TO TOP OF A SMALL HILL
 KD0693'AND STATION ON THE RIGHT AS DESCRIBED.
 KD0693'
 KD0693'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE ROUTE
 KD0693'NO. 23 FOR 0.45 OF A MILE AND AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KD0693'
 KD0693'AN 87 FOOT SIGNAL AT STATION CONCORDIA IS VISIBLE AT 4 FEET.
 KD0693'
 KD0693'AN 87 FOOT SIGNAL AT STATION HIGGINS IS VISIBLE AT 4 FEET.
 KD0693
 KD0693                          STATION RECOVERY (1962)
 KD0693
 KD0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD0693'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KD0693'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 KD0693'VERIFIED.  THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 KD0693'
 KD0693'A CHECK OF SPEEDOMETER MILEAGE FROM THE JUNCTION OF U.S.
 KD0693'HIGHWAY 40 AND STATE HIGHWAY 23 WAS 4.8 MILES INSTEAD OF
 KD0693'5.1 MILES AS PREVIOUSLY LISTED.
 KD0693'
 KD0693'METAL WITNESS POSTS WERE SET 2.2 FEET NORTH AND 1.2 FEET
 KD0693'SOUTH OF THE STATION MARK AND THE AZIMUTH MARK RESPECTIVELY.
 KD0693'
 KD0693'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 KD0693'
 KD0693'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD0693
 KD0693                          STATION RECOVERY (1962)
 KD0693
 KD0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0693'5.4 MI N FROM CONCORDIA.
 KD0693'5.4 MILES NORTH ALONG STATE HIGHWAY 23, FROM THE RAILROAD STATION
 KD0693'AT CONCORDIA, NEAR THE CREST OF A SMALL HILL, 0.05 MILE NORTH ACROSS
 KD0693'HIGHWAY FROM A PRIVATE DRIVEWAY, 66.7 FEET EAST ACROSS HIGHWAY FROM
 KD0693'RM 2, 35.4 FEET NORTH OF RM 1, 34.7 FEET EAST OF THE CENTERLINE OF
 KD0693'THE HIGHWAY, 10.2 FEET SOUTH OF A TELEPHONE POLE, 2.4 FEET SOUTH
 KD0693'OF A WITNESS POST, ABOUT 3 FEET ABOVE THE HIGHWAY, AND SET IN THE
 KD0693'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0695 ***********************************************************************
 KD0695  DESIGNATION -  DAVIS AZ MK
 KD0695  PID         -  KD0695
 KD0695  STATE/COUNTY-  MO/LAFAYETTE
 KD0695  USGS QUAD   -  ALMA (1978)
 KD0695
 KD0695                         *CURRENT SURVEY CONTROL
 KD0695  ___________________________________________________________________
 KD0695* NAD 83(1986)-  39 03 59.     (N)    093 33 43.     (W)     SCALED    
 KD0695* NAVD 88     -       249.159  (meters)     817.45   (feet)  ADJUSTED  
 KD0695  ___________________________________________________________________
 KD0695  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD0695  DYNAMIC HT  -         249.001 (meters)     816.93  (feet)  COMP
 KD0695  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 KD0695
 KD0695  VERT ORDER  -  SECOND    CLASS 0
 KD0695
 KD0695.The horizontal coordinates were scaled from a topographic map and have
 KD0695.an estimated accuracy of +/- 6 seconds.
 KD0695
 KD0695.The orthometric height was determined by differential leveling
 KD0695.and adjusted by the National Geodetic Survey in June 1991..
 KD0695
 KD0695.The geoid height was determined by GEOID03.
 KD0695
 KD0695.The dynamic height is computed by dividing the NAVD 88
 KD0695.geopotential number by the normal gravity value computed on the
 KD0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0695.degrees latitude (g = 980.6199 gals.).
 KD0695
 KD0695.The modeled gravity was interpolated from observed gravity values.
 KD0695
 KD0695;                    North         East    Units  Estimated Accuracy
 KD0695;SPC MO W     -   322,240.      931,180.      MT  (+/- 180 meters Scaled)
 KD0695
 KD0695                          SUPERSEDED SURVEY CONTROL
 KD0695
 KD0695  NGVD 29 (??/??/92)  249.069  (m)          817.15   (f) ADJ UNCH    2 0
 KD0695
 KD0695.Superseded values are not recommended for survey control.
 KD0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0695.See file dsdata.txt to determine how the superseded data were derived.
 KD0695
 KD0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD513242(NAD 83)
 KD0695_MARKER: DZ = AZIMUTH MARK DISK
 KD0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0695_STAMPING: DAVIS 1949
 KD0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0695+STABILITY: SURFACE MOTION
 KD0695
 KD0695  HISTORY     - Date     Condition        Report By
 KD0695  HISTORY     - 1949     MONUMENTED       CGS
 KD0695  HISTORY     - 1962     GOOD             NGS
 KD0695
 KD0695                          STATION DESCRIPTION
 KD0695
 KD0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0695'5.8 MI N FROM CONCORDIA.
 KD0695'5.8 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE RAILROAD STATION
 KD0695'AT CONCORDIA, AT THE CREST OF A SMALL HILL AT A WOODEN GATE IN A
 KD0695'WEST FENCE LINE, 34.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KD0695'16.9 FEET SOUTH OF THE CENTER OF THE WOODEN GATE, 0.8 FEET EAST OF
 KD0695'A FENCE, 1.4 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 KD0695'CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0692 ***********************************************************************
 KD0692  DESIGNATION -  DAVIS RM 1
 KD0692  PID         -  KD0692
 KD0692  STATE/COUNTY-  MO/LAFAYETTE
 KD0692  USGS QUAD   -  ALMA (1978)
 KD0692
 KD0692                         *CURRENT SURVEY CONTROL
 KD0692  ___________________________________________________________________
 KD0692* NAD 83(1986)-  39 03 38.     (N)    093 33 43.     (W)     SCALED    
 KD0692* NAVD 88     -       255.414  (meters)     837.97   (feet)  ADJUSTED  
 KD0692  ___________________________________________________________________
 KD0692  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD0692  DYNAMIC HT  -         255.252 (meters)     837.44  (feet)  COMP
 KD0692  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 KD0692
 KD0692  VERT ORDER  -  SECOND    CLASS 0
 KD0692
 KD0692.The horizontal coordinates were scaled from a topographic map and have
 KD0692.an estimated accuracy of +/- 6 seconds.
 KD0692
 KD0692.The orthometric height was determined by differential leveling
 KD0692.and adjusted by the National Geodetic Survey in June 1991..
 KD0692
 KD0692.The geoid height was determined by GEOID03.
 KD0692
 KD0692.The dynamic height is computed by dividing the NAVD 88
 KD0692.geopotential number by the normal gravity value computed on the
 KD0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0692.degrees latitude (g = 980.6199 gals.).
 KD0692
 KD0692.The modeled gravity was interpolated from observed gravity values.
 KD0692
 KD0692;                    North         East    Units  Estimated Accuracy
 KD0692;SPC MO W     -   321,590.      931,190.      MT  (+/- 180 meters Scaled)
 KD0692
 KD0692                          SUPERSEDED SURVEY CONTROL
 KD0692
 KD0692  NGVD 29 (??/??/92)  255.324  (m)          837.68   (f) ADJ UNCH    2 0
 KD0692
 KD0692.Superseded values are not recommended for survey control.
 KD0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0692.See file dsdata.txt to determine how the superseded data were derived.
 KD0692
 KD0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD513236(NAD 83)
 KD0692_MARKER: DR = REFERENCE MARK DISK
 KD0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0692_STAMPING: DAVIS NO 1 1949
 KD0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0692+STABILITY: SURFACE MOTION
 KD0692
 KD0692  HISTORY     - Date     Condition        Report By
 KD0692  HISTORY     - 1949     MONUMENTED       CGS
 KD0692  HISTORY     - 1962     GOOD             NGS
 KD0692
 KD0692                          STATION DESCRIPTION
 KD0692
 KD0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0692'5.4 MI N FROM CONCORDIA.
 KD0692'5.4 MILES NORTH ALONG STATE HIGHWAY 23, FROM THE RAILROAD STATION
 KD0692'AT CONCORDIA, NEAR THE CREST OF A SMALL HILL, 0.05 MILE NORTH ACROSS
 KD0692'HIGHWAY FROM A PRIVATE DRIVEWAY, 81 FEET SOUTHEAST ACROSS HIGHWAY
 KD0692'FROM RM 2, 35.4 FEET SOUTH OF THE STATION MARK, 34.7 FEET EAST OF
 KD0692'THE CENTERLINE OF THE HIGHWAY, ABOUT 3 FEET ABOVE THE HIGHWAY,
 KD0692'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0694 ***********************************************************************
 KD0694  DESIGNATION -  DAVIS RM 2
 KD0694  PID         -  KD0694
 KD0694  STATE/COUNTY-  MO/LAFAYETTE
 KD0694  USGS QUAD   -  ALMA (1978)
 KD0694
 KD0694                         *CURRENT SURVEY CONTROL
 KD0694  ___________________________________________________________________
 KD0694* NAD 83(1986)-  39 03 38.     (N)    093 33 43.     (W)     SCALED    
 KD0694* NAVD 88     -       254.343  (meters)     834.46   (feet)  ADJUSTED  
 KD0694  ___________________________________________________________________
 KD0694  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD0694  DYNAMIC HT  -         254.181 (meters)     833.93  (feet)  COMP
 KD0694  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 KD0694
 KD0694  VERT ORDER  -  SECOND    CLASS 0
 KD0694
 KD0694.The horizontal coordinates were scaled from a topographic map and have
 KD0694.an estimated accuracy of +/- 6 seconds.
 KD0694
 KD0694.The orthometric height was determined by differential leveling
 KD0694.and adjusted by the National Geodetic Survey in June 1991..
 KD0694
 KD0694.The geoid height was determined by GEOID03.
 KD0694
 KD0694.The dynamic height is computed by dividing the NAVD 88
 KD0694.geopotential number by the normal gravity value computed on the
 KD0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0694.degrees latitude (g = 980.6199 gals.).
 KD0694
 KD0694.The modeled gravity was interpolated from observed gravity values.
 KD0694
 KD0694;                    North         East    Units  Estimated Accuracy
 KD0694;SPC MO W     -   321,590.      931,190.      MT  (+/- 180 meters Scaled)
 KD0694
 KD0694                          SUPERSEDED SURVEY CONTROL
 KD0694
 KD0694  NGVD 29 (??/??/92)  254.253  (m)          834.16   (f) ADJ UNCH    2 0
 KD0694
 KD0694.Superseded values are not recommended for survey control.
 KD0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0694.See file dsdata.txt to determine how the superseded data were derived.
 KD0694
 KD0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD513236(NAD 83)
 KD0694_MARKER: DR = REFERENCE MARK DISK
 KD0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0694_STAMPING: DAVIS NO 2 1949
 KD0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0694+STABILITY: SURFACE MOTION
 KD0694
 KD0694  HISTORY     - Date     Condition        Report By
 KD0694  HISTORY     - 1949     MONUMENTED       CGS
 KD0694  HISTORY     - 1962     GOOD             NGS
 KD0694
 KD0694                          STATION DESCRIPTION
 KD0694
 KD0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0694'5.4 MI N FROM CONCORDIA.
 KD0694'5.4 MILES NORTH ALONG STATE HIGHWAY 23, FROM THE RAILROAD STATION
 KD0694'AT CONCORDIA, NEAR THE CREST OF A SMALL HILL, 0.05 MILE NORTH ACROSS
 KD0694'HIGHWAY FROM A PRIVATE DRIVEWAY, 66.7 FEET WEST ACROSS THE HIGHWAY
 KD0694'FROM THE STATION MARK, 81 FEET NORTHWEST ACROSS HIGHWAY FROM RM 1,
 KD0694'33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTH OF
 KD0694'A POWER POLE, ABOUT 1 1/2 FEET ABOVE THE HIGHWAY, AND SET IN THE
 KD0694'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0418 ***********************************************************************
 JE0418  DESIGNATION -  DAYTON
 JE0418  PID         -  JE0418
 JE0418  STATE/COUNTY-  MO/CASS
 JE0418  USGS QUAD   -  DAYTON (1961)
 JE0418
 JE0418                         *CURRENT SURVEY CONTROL
 JE0418  ___________________________________________________________________
 JE0418* NAD 83(1997)-  38 29 00.49592(N)    094 11 24.40034(W)     ADJUSTED  
 JE0418* NAVD 88     -       280.238  (meters)     919.41   (feet)  ADJUSTED  
 JE0418  ___________________________________________________________________
 JE0418  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 JE0418  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JE0418  DYNAMIC HT  -         280.045 (meters)     918.78  (feet)  COMP
 JE0418  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 JE0418
 JE0418  HORZ ORDER  -  SECOND
 JE0418  VERT ORDER  -  SECOND    CLASS 0
 JE0418
 JE0418.The horizontal coordinates were established by classical geodetic methods
 JE0418.and adjusted by the National Geodetic Survey in February 2000..
 JE0418
 JE0418.The orthometric height was determined by differential leveling
 JE0418.and adjusted by the National Geodetic Survey in June 1991..
 JE0418
 JE0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0418
 JE0418.The geoid height was determined by GEOID03.
 JE0418
 JE0418.The dynamic height is computed by dividing the NAVD 88
 JE0418.geopotential number by the normal gravity value computed on the
 JE0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0418.degrees latitude (g = 980.6199 gals.).
 JE0418
 JE0418.The modeled gravity was interpolated from observed gravity values.
 JE0418
 JE0418;                    North         East     Units Scale Factor Converg.
 JE0418;SPC MO W     -   257,158.101   877,037.073   MT  0.99995018   +0 11 34.2
 JE0418;UTM  15      - 4,260,130.262   396,199.421   MT  0.99973269   -0 44 26.4
 JE0418
 JE0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0418!SPC MO W     -   0.99996110  x   0.99995018  =   0.99991128
 JE0418!UTM  15      -   0.99996110  x   0.99973269  =   0.99969380
 JE0418
 JE0418:                Primary Azimuth Mark                     Grid Az
 JE0418:SPC MO W     -  DAYTON AZ MK                             093 35 20.6
 JE0418:UTM  15      -  DAYTON AZ MK                             094 31 21.2
 JE0418
 JE0418|---------------------------------------------------------------------|
 JE0418| PID    Reference Object                     Distance      Geod. Az  |
 JE0418|                                                           dddmmss.s |
 JE0418| CN6722 DAYTON AZ MK                                       0934654.8 |
 JE0418| JE0417 DAYTON RM 2                          19.299 METERS 26505     |
 JE0418| JE0415 DAYTON RM 1                          20.834 METERS 35456     |
 JE0418| JE1852 GARDEN CITY MUNICIPAL TANK          APPROX. 8.7 KM 3593730.7 |
 JE0418|---------------------------------------------------------------------|
 JE0418
 JE0418                          SUPERSEDED SURVEY CONTROL
 JE0418
 JE0418  NAD 83(1997)-  38 29 00.49643(N)    094 11 24.39994(W) AD(       ) 2
 JE0418  NAD 83(1986)-  38 29 00.50427(N)    094 11 24.39772(W) AD(       ) 2
 JE0418  NAD 27      -  38 29 00.44990(N)    094 11 23.60300(W) AD(       ) 2
 JE0418  NGVD 29 (??/??/92)  280.112  (m)          919.00   (f) ADJ UNCH    2 0
 JE0418
 JE0418.Superseded values are not recommended for survey control.
 JE0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0418.See file dsdata.txt to determine how the superseded data were derived.
 JE0418
 JE0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9619960130(NAD 83)
 JE0418_MARKER: DS = TRIANGULATION STATION DISK
 JE0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0418_STAMPING: DAYTON 1948
 JE0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0418+STABILITY: SURFACE MOTION
 JE0418
 JE0418  HISTORY     - Date     Condition        Report By
 JE0418  HISTORY     - 1948     MONUMENTED       CGS
 JE0418  HISTORY     - 1961     GOOD             LOCENG
 JE0418  HISTORY     - 1963     GOOD             CGS
 JE0418  HISTORY     - 1963     GOOD             NGS
 JE0418  HISTORY     - 20060819 GOOD             INDIV
 JE0418
 JE0418                          STATION DESCRIPTION
 JE0418
 JE0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE0418'THE STATION IS LOCATED ABOUT 8.0 MILES EAST OF ARCHIE AND 5.5
 JE0418'MILES SOUTH OF GARDEN CITY ON THE SOUTH SIDE OF COUNTY ROUTE B IN
 JE0418'THE EAST EDGE OF THE SMALL SETTLEMENT OF DAYTON AND ON LAND OWNED
 JE0418'BY MR. L.M. THORNTON, 2825 E, 18TH STREET, KANSAS CITY, MO.  IT
 JE0418'IS 42 FEET SOUTH OF THE CENTER OF COUNTY ROUTE B, 70 FEET EAST OF
 JE0418'DRIVEWAY INTO LOT, 91 FEET EAST OF NORTHEAST CORNER OF LAWN, 53
 JE0418'FEET EAST OF 10 INCH BLACKJACK TREE AND 9 FEET SOUTH OF WOODEN
 JE0418'FENCE LINE.  IT IS STAMPED DAYTON 1948 AND SET FLUSH WITH THE
 JE0418'GROUND SURFACE.
 JE0418'
 JE0418'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 27 FEET NORTH OF THE
 JE0418'CENTER OF COUNTY ROUTE B AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.
 JE0418'IT IS STAMPED DAYTON NO 1 1948 AND SET FLUSH WITH THE GROUND
 JE0418'SURFACE.
 JE0418'
 JE0418'REFERENCE MARK NO 2 IS WEST OF THE STATION, 7 FEET EAST OF THE
 JE0418'DRIVEWAY AND 1 FOOT EAST OF EAST END OF GATE INTO LOT.  IT IS
 JE0418'STAMPED DAYTON NO 2 1948 AND SET FLUSH.
 JE0418'
 JE0418'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, 33 FEET
 JE0418'NORTH OF THE CENTER OF COUNTY ROUTE B, 6 FEET WEST OF DRIVEWAY INTO
 JE0418'FARM YARD AND 1 FOOT NORTH OF FENCE CORNER IN PASTURE.  IT IS
 JE0418'STAMPED DAYTON 1948 AND SET FLUSH WITH THE GROUND SURFACE.  TO
 JE0418'REACH FROM THE STATION, GO EAST ON COUNTY ROUTE B FOR 0.5 MILE TO
 JE0418'HOUSE AND DRIVEWAY ON THE NORTH SIDE OF THE ROAD AND MARK AS
 JE0418'DESCRIBED.
 JE0418'
 JE0418'TO REACH THE STATION FROM THE T-JUNCTION OF COUNTY ROUTES B AND F
 JE0418'IN THE EAST EDGE OF DAYTON, GO EAST ON COUNTY ROUTE B FOR 0.2 MILE
 JE0418'TO LARGE WHITE HOUSE ON THE SOUTH SIDE AND DRIVEWAY JUST EAST OF
 JE0418'HOUSE, TURN RIGHT INTO DRIVEWAY AND STATION JUST EAST ALONG FENCE
 JE0418'LINE AS DESCRIBED.
 JE0418'
 JE0418'A 47 FOOT SIGNAL AT STATION HUTTON MOUND 1883, 1922, 1948 IS
 JE0418'VISIBLE AT 37 FEET.
 JE0418'
 JE0418'A 4 FOOT SIGNAL AT STATION HUTTON IS VISIBLE AT 37 FEET.
 JE0418'
 JE0418'AN 87 FOOT SIGNAL AT STATION CREIGHTON IS VISIBLE AT 4 FEET.
 JE0418'
 JE0418'A 74 FOOT SIGNAL AT STATION PETER IS VISIBLE AT 50 FEEET.
 JE0418'
 JE0418'A 100 FOOT SIGNAL AT STATION BATES IS VISIBLE AT 37 FEET.
 JE0418'
 JE0418'A 47 FOOT SIGNAL AT STATION BALLARD IS VISIBLE AT 50 FEET.
 JE0418'
 JE0418'A 47 FOOT SIGNAL AT STATION N HILL IS VISIBLE AT 37 FEET.
 JE0418'
 JE0418'A 10 FOOT SIGNAL AT STATION BIG DEER IS VISIBLE AT 50 FEET.
 JE0418'
 JE0418'A 74 FOOT SIGNAL AT STATION ECTON 1934 IS VISIBLE AT 50 FEET.
 JE0418'
 JE0418'A 47 FOOT SIGNAL AT STATION WHITE 1934 IS VISIBLE AT 50 FEET.
 JE0418'
 JE0418'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE0418
 JE0418                          STATION RECOVERY (1961)
 JE0418
 JE0418'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JE0418'RECOVERED BY AERIAL CONTROL GEO.
 JE0418'
 JE0418'ALL MARKS FOUND IN GOOD CONDITION.  STATION NOW 0.2 BELOW SURFACE.
 JE0418'BLACK-JACK TREE IN DESCRIPTION HAS BEEN REMOVED.
 JE0418
 JE0418                          STATION RECOVERY (1963)
 JE0418
 JE0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE0418'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 JE0418'TO BE IN GOOD CONDITION.  A NEW WITNESS POST WAS SET 9.9 FEET
 JE0418'NORTH OF THE STATION MARK.  A NEW WITNESS POST WAS ALSO SET 1.9
 JE0418'FEET SOUTHWEST OF THE AZIMUTH MARK.
 JE0418
 JE0418                          STATION RECOVERY (1963)
 JE0418
 JE0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0418'0.4 MI SE FROM DAYTON.
 JE0418'ABOUT 0.25 MILE SOUTH ALONG STATE ROAD F FROM THE CUMMUNITY
 JE0418'CHURCH AT DAYTON, THENCE 0.2 MILE EAST ALONG STATE ROAD B, 40
 JE0418'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 92 FEET EAST OF A
 JE0418'FENCE AROUND A FARMHOUSE, 120 FEET NORTHWEST OF THE NORTHWEST
 JE0418'CORNER OF A TIN BUILDING, 74 FEET EAST OF THE CENTER LINE OF A
 JE0418'DRIVEWAY, 68.3 FEET SOUTH AND ACROSS THE ROAD FROM DAYTON R.M.
 JE0418'1, 63.3 FEET EAST OF DAYTON R.M. 2, 10 FEET SOUTH OF A METAL
 JE0418'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JE0418'THE GROUND.
 JE0418
 JE0418                          STATION RECOVERY (2006)
 JE0418
 JE0418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0418'STATION MARK FOUND IN GOOD CONDITION.  THE WITNESS POST HAS BEEN
 JE0418'REMOVED.  THE BLACKJACK TREE AND THE WOODEN FENCE HAVE BEEN REMOVED.
 JE0418' 
 JE0418'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.
 JE0418' 
 JE0418'REFERENCE MARK 2 WAS SEARCHED FOR.  63.3 FEET WEST OF DAYTON WAS A
 JE0418'STUB OF A CONCRETE PILLER PROJECTING OUT OF THE GROUND A COUPLE INCHES
 JE0418'AND LOCATED ON THE EASTERN HALF OF THE DRIVEWAY.  MULTIPLE GRAVEL
 JE0418'GRADINGS HAS DAMAGED THIS REFERENCE MARK.
 JE0418' 
 JE0418'AZIMUTH MARKER WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1893 ***********************************************************************
 JE1893  DESIGNATION -  DAYTON BELL TEL MICROWAVE TWR
 JE1893  PID         -  JE1893
 JE1893  STATE/COUNTY-  MO/CASS
 JE1893  USGS QUAD   -  DAYTON (1961)
 JE1893
 JE1893                         *CURRENT SURVEY CONTROL
 JE1893  ___________________________________________________________________
 JE1893* NAD 83(1997)-  38 28 54.83031(N)    094 11 29.32426(W)     ADJUSTED  
 JE1893* NAVD 88     -                                                        
 JE1893  ___________________________________________________________________
 JE1893  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 JE1893  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JE1893
 JE1893  HORZ ORDER  -  THIRD
 JE1893
 JE1893.The horizontal coordinates were established by classical geodetic methods
 JE1893.and adjusted by the National Geodetic Survey in February 2000..
 JE1893
 JE1893
 JE1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1893
 JE1893.The geoid height was determined by GEOID03.
 JE1893
 JE1893;                    North         East     Units Scale Factor Converg.
 JE1893;SPC MO W     -   256,983.011   876,918.324   MT  0.99995010   +0 11 31.1
 JE1893;UTM  15      - 4,259,957.168   396,077.863   MT  0.99973300   -0 44 29.3
 JE1893
 JE1893                          SUPERSEDED SURVEY CONTROL
 JE1893
 JE1893  NAD 83(1997)-  38 28 54.83078(N)    094 11 29.32387(W) AD(       ) 4
 JE1893  NAD 83(1986)-  38 28 54.83869(N)    094 11 29.32161(W) AD(       ) 4
 JE1893  NAD 27      -  38 28 54.78690(N)    094 11 28.52786(W) AD(       ) 3
 JE1893
 JE1893.Superseded values are not recommended for survey control.
 JE1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1893.See file dsdata.txt to determine how the superseded data were derived.
 JE1893
 JE1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9607859957(NAD 83)
 JE1893_MARKER: 45 = MICROWAVE TOWER
 JE1893
 JE1893  HISTORY     - Date     Condition        Report By
 JE1893  HISTORY     - 1963     FIRST OBSERVED   CGS
 JE1893  HISTORY     - 20060819 GOOD             INDIV
 JE1893
 JE1893                          STATION DESCRIPTION
 JE1893
 JE1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE1893'THE STATION IS LOCATED ABOUT 0.1 MILE EAST AND 0.1 MILE SOUTH OF
 JE1893'DAYTON.
 JE1893'
 JE1893'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTES B AND F
 JE1893'AT THE SOUTH EDGE OF DAYTON, GO EAST FOR 0.1 MILE TO A SIDE ROAD,
 JE1893'TURN RIGHT, GO SOUTH FOR 0.1 MILE TO THE STATION ON THE LEFT.
 JE1893'
 JE1893'THE STATION IS A 4 LEGGED STEEL STRUCTURE, PAINTED RED AND
 JE1893'WHITE IN COLOR WITH 4 REFLECTORS AT THE TOP AND IS ABOUT 170
 JE1893'FEET IN HEIGHT.
 JE1893'
 JE1893'THE POINT INTERSECTED WAS A RED LIGHT ATOP.
 JE1893
 JE1893                          STATION RECOVERY (2006)
 JE1893
 JE1893'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE1893'STILL PAINTED RED AND WHITE BUT A BIT FADED.  4 REFLECTORS ARE MOUNTED
 JE1893'ON THE TOP PLATFORM WITH THE RED LIGHT MOUNTED IN THE CENTER OF THE
 JE1893'PLATFORM.
 JE1893' 
 JE1893'AN ADDITIONAL REFLECTOR HAS BEEN ADDED TWO-THIRDS HE WAY UP ON THE
 JE1893'SOUTHEAST LEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0415 ***********************************************************************
 JE0415  DESIGNATION -  DAYTON RM 1
 JE0415  PID         -  JE0415
 JE0415  STATE/COUNTY-  MO/CASS
 JE0415  USGS QUAD   -  DAYTON (1961)
 JE0415
 JE0415                         *CURRENT SURVEY CONTROL
 JE0415  ___________________________________________________________________
 JE0415* NAD 83(1986)-  38 29 00.     (N)    094 11 24.     (W)     SCALED    
 JE0415* NAVD 88     -       280.034  (meters)     918.74   (feet)  ADJUSTED  
 JE0415  ___________________________________________________________________
 JE0415  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JE0415  DYNAMIC HT  -         279.841 (meters)     918.11  (feet)  COMP
 JE0415  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 JE0415
 JE0415  VERT ORDER  -  SECOND    CLASS 0
 JE0415
 JE0415.The horizontal coordinates were scaled from a topographic map and have
 JE0415.an estimated accuracy of +/- 6 seconds.
 JE0415
 JE0415.The orthometric height was determined by differential leveling
 JE0415.and adjusted by the National Geodetic Survey in June 1991..
 JE0415
 JE0415.The geoid height was determined by GEOID03.
 JE0415
 JE0415.The dynamic height is computed by dividing the NAVD 88
 JE0415.geopotential number by the normal gravity value computed on the
 JE0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0415.degrees latitude (g = 980.6199 gals.).
 JE0415
 JE0415.The modeled gravity was interpolated from observed gravity values.
 JE0415
 JE0415;                    North         East    Units  Estimated Accuracy
 JE0415;SPC MO W     -   257,140.      877,050.      MT  (+/- 180 meters Scaled)
 JE0415
 JE0415                          SUPERSEDED SURVEY CONTROL
 JE0415
 JE0415  NGVD 29 (??/??/92)  279.908  (m)          918.33   (f) ADJ UNCH    2 0
 JE0415
 JE0415.Superseded values are not recommended for survey control.
 JE0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0415.See file dsdata.txt to determine how the superseded data were derived.
 JE0415
 JE0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC962601(NAD 83)
 JE0415_MARKER: DR = REFERENCE MARK DISK
 JE0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0415_STAMPING: DAYTON NO 1 1948
 JE0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0415+STABILITY: SURFACE MOTION
 JE0415
 JE0415  HISTORY     - Date     Condition        Report By
 JE0415  HISTORY     - 1948     MONUMENTED       CGS
 JE0415  HISTORY     - 1963     GOOD             NGS
 JE0415
 JE0415                          STATION DESCRIPTION
 JE0415
 JE0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0415'0.4 MI SE FROM DAYTON.
 JE0415'ABOUT 0.25 MILE SOUTH ALONG STATE ROAD F FROM THE CUMMUNITY
 JE0415'CHURCH AT DAYTON, THENCE 0.2 MILE EAST ALONG STATE ROAD B, 28
 JE0415'FEET NORTH OF THE CENTER LINE OF THE ROAD, 68.3 FEET NORTH OF
 JE0415'AND ACROSS THE ROAD FROM DAYTON 1948, 41 FEET EAST OF TELEPHONE
 JE0415'POLE NO. 560, 1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP
 JE0415'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0417 ***********************************************************************
 JE0417  DESIGNATION -  DAYTON RM 2
 JE0417  PID         -  JE0417
 JE0417  STATE/COUNTY-  MO/CASS
 JE0417  USGS QUAD   -  DAYTON (1961)
 JE0417
 JE0417                         *CURRENT SURVEY CONTROL
 JE0417  ___________________________________________________________________
 JE0417* NAD 83(1986)-  38 29 00.     (N)    094 11 24.     (W)     SCALED    
 JE0417* NAVD 88     -       280.432  (meters)     920.05   (feet)  ADJUSTED  
 JE0417  ___________________________________________________________________
 JE0417  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JE0417  DYNAMIC HT  -         280.239 (meters)     919.42  (feet)  COMP
 JE0417  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 JE0417
 JE0417  VERT ORDER  -  SECOND    CLASS 0
 JE0417
 JE0417.The horizontal coordinates were scaled from a topographic map and have
 JE0417.an estimated accuracy of +/- 6 seconds.
 JE0417
 JE0417.The orthometric height was determined by differential leveling
 JE0417.and adjusted by the National Geodetic Survey in June 1991..
 JE0417
 JE0417.The geoid height was determined by GEOID03.
 JE0417
 JE0417.The dynamic height is computed by dividing the NAVD 88
 JE0417.geopotential number by the normal gravity value computed on the
 JE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0417.degrees latitude (g = 980.6199 gals.).
 JE0417
 JE0417.The modeled gravity was interpolated from observed gravity values.
 JE0417
 JE0417;                    North         East    Units  Estimated Accuracy
 JE0417;SPC MO W     -   257,140.      877,050.      MT  (+/- 180 meters Scaled)
 JE0417
 JE0417                          SUPERSEDED SURVEY CONTROL
 JE0417
 JE0417  NGVD 29 (??/??/92)  280.306  (m)          919.64   (f) ADJ UNCH    2 0
 JE0417
 JE0417.Superseded values are not recommended for survey control.
 JE0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0417.See file dsdata.txt to determine how the superseded data were derived.
 JE0417
 JE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC962601(NAD 83)
 JE0417_MARKER: DR = REFERENCE MARK DISK
 JE0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0417_STAMPING: DAYTON NO 2 1948
 JE0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0417+STABILITY: SURFACE MOTION
 JE0417
 JE0417  HISTORY     - Date     Condition        Report By
 JE0417  HISTORY     - 1948     MONUMENTED       CGS
 JE0417  HISTORY     - 1963     GOOD             NGS
 JE0417
 JE0417                          STATION DESCRIPTION
 JE0417
 JE0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0417'0.4 MI SE FROM DAYTON.
 JE0417'ABOUT 0.45 MILE SOUTH ALONG STATE ROAD F FROM THE CUMMUNITY
 JE0417'CHURCH AT DAYTON, THENCE 0.2 MILE EAST ALONG STATE ROAD B, 47
 JE0417'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 63.2 FEET WEST OF
 JE0417'DAYTON 1948, 9 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY,
 JE0417'35 FEET SOUTHEAST OF AND ACROSS THE DRIVEWAY FROM A 16-INCH
 JE0417'TREE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JE0417'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0223 ***********************************************************************
 GG0223  DESIGNATION -  DD 47
 GG0223  PID         -  GG0223
 GG0223  STATE/COUNTY-  MO/MCDONALD
 GG0223  USGS QUAD   -  SOUTH WEST CITY (1973)
 GG0223
 GG0223                         *CURRENT SURVEY CONTROL
 GG0223  ___________________________________________________________________
 GG0223* NAD 83(1986)-  36 31 38.     (N)    094 37 05.     (W)     SCALED    
 GG0223* NAVD 88     -       289.120  (meters)     948.55   (feet)  ADJUSTED  
 GG0223  ___________________________________________________________________
 GG0223  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GG0223  DYNAMIC HT  -         288.874 (meters)     947.75  (feet)  COMP
 GG0223  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 GG0223
 GG0223  VERT ORDER  -  SECOND    CLASS 0
 GG0223
 GG0223.The horizontal coordinates were scaled from a topographic map and have
 GG0223.an estimated accuracy of +/- 6 seconds.
 GG0223
 GG0223.The orthometric height was determined by differential leveling
 GG0223.and adjusted by the National Geodetic Survey in June 1991..
 GG0223
 GG0223.The geoid height was determined by GEOID03.
 GG0223
 GG0223.The dynamic height is computed by dividing the NAVD 88
 GG0223.geopotential number by the normal gravity value computed on the
 GG0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0223.degrees latitude (g = 980.6199 gals.).
 GG0223
 GG0223.The modeled gravity was interpolated from observed gravity values.
 GG0223
 GG0223;                    North         East    Units  Estimated Accuracy
 GG0223;SPC MO W     -    40,010.      839,430.      MT  (+/- 180 meters Scaled)
 GG0223
 GG0223                          SUPERSEDED SURVEY CONTROL
 GG0223
 GG0223  NGVD 29 (??/??/92)  289.009  (m)          948.19   (f) ADJ UNCH    2 0
 GG0223
 GG0223.Superseded values are not recommended for survey control.
 GG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0223.See file dsdata.txt to determine how the superseded data were derived.
 GG0223
 GG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA551436(NAD 83)
 GG0223_MARKER: DB = BENCH MARK DISK
 GG0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0223_STAMPING: DD 47 1934
 GG0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0223+STABILITY: SURFACE MOTION
 GG0223
 GG0223  HISTORY     - Date     Condition        Report By
 GG0223  HISTORY     - 1934     MONUMENTED       CGS
 GG0223  HISTORY     - 20060308 MARK NOT FOUND   MODNR
 GG0223
 GG0223                          STATION DESCRIPTION
 GG0223
 GG0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0223'1.1 MI N FROM SOUTHWEST CITY.
 GG0223'1.1 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0223'THE STATION AT SOUTHWEST CITY, MC DONALD COUNTY, TWO POLES
 GG0223'NORTH OF THE TWENTY-FIFTH POLE NORTH OF MILEPOST 367 AND A
 GG0223'CEMETERY, AT THE MISSOURI-OKLAHOMA STATE LINE, 25 FEET EAST OF
 GG0223'THE TRACK, AND 18 FEET SOUTHEAST OF A STATE-LINE MARKER.  A
 GG0223'STANDARD DISK, STAMPED DD 47 1934 AND SET IN THE TOP OF A
 GG0223'CONCRETE POST.
 GG0223
 GG0223                          STATION RECOVERY (2006)
 GG0223
 GG0223'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1676 ***********************************************************************
 JC1676  DESIGNATION -  DE SOTO
 JC1676  PID         -  JC1676
 JC1676  STATE/COUNTY-  MO/JEFFERSON
 JC1676  USGS QUAD   -  DE SOTO (1981)
 JC1676
 JC1676                         *CURRENT SURVEY CONTROL
 JC1676  ___________________________________________________________________
 JC1676* NAD 83(1997)-  38 08 40.96858(N)    090 34 48.72227(W)     ADJUSTED  
 JC1676* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 JC1676  ___________________________________________________________________
 JC1676  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 JC1676  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 JC1676
 JC1676  HORZ ORDER  -  THIRD
 JC1676
 JC1676.The horizontal coordinates were established by classical geodetic methods
 JC1676.and adjusted by the National Geodetic Survey in February 2000..
 JC1676
 JC1676.The orthometric height was scaled from a topographic map.
 JC1676
 JC1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1676
 JC1676.The geoid height was determined by GEOID03.
 JC1676
 JC1676;                    North         East     Units Scale Factor Converg.
 JC1676;SPC MO E     -   256,497.083   242,970.114   MT  0.99993394   -0 02 58.3
 JC1676;UTM  15      - 4,224,638.108   712,048.842   MT  1.00015381   +1 29 42.5
 JC1676
 JC1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1676!SPC MO E     -   0.99996972  x   0.99993394  =   0.99990366
 JC1676!UTM  15      -   0.99996972  x   1.00015381  =   1.00012352
 JC1676
 JC1676:                Primary Azimuth Mark                     Grid Az
 JC1676:SPC MO E     -  DE SOTO AZ MK 2                          124 05 14.7
 JC1676:UTM  15      -  DE SOTO AZ MK 2                          122 32 33.9
 JC1676
 JC1676|---------------------------------------------------------------------|
 JC1676| PID    Reference Object                     Distance      Geod. Az  |
 JC1676|                                                           dddmmss.s |
 JC1676| JC1677 DE SOTO AZ MK 2                     APPROX. 1.0 KM 1240216.4 |
 JC1676| CI4224 DE SOTO AZ MK                                      1494425.3 |
 JC1676| CI4225 DE SOTO RM 1                          7.780 METERS 21504     |
 JC1676| CI4226 DE SOTO RM 2                          7.582 METERS 31729     |
 JC1676|---------------------------------------------------------------------|
 JC1676
 JC1676                          SUPERSEDED SURVEY CONTROL
 JC1676
 JC1676  NAD 83(1997)-  38 08 40.97200(N)    090 34 48.72261(W) AD(       ) 3
 JC1676  NAD 83(1986)-  38 08 40.98271(N)    090 34 48.71992(W) AD(       ) 3
 JC1676  NAD 27      -  38 08 40.78200(N)    090 34 48.26000(W) AD(       ) 3
 JC1676
 JC1676.Superseded values are not recommended for survey control.
 JC1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1676.See file dsdata.txt to determine how the superseded data were derived.
 JC1676
 JC1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1204924638(NAD 83)
 JC1676_MARKER: DS = TRIANGULATION STATION DISK
 JC1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1676_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1676+STABILITY: SURFACE MOTION
 JC1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1676+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 JC1676
 JC1676  HISTORY     - Date     Condition        Report By
 JC1676  HISTORY     - 1956     MONUMENTED       CGS
 JC1676  HISTORY     - 1971     GOOD             MOHC
 JC1676  HISTORY     - 1982     GOOD             MOHC
 JC1676  HISTORY     - 20001003 GOOD             MODNR
 JC1676
 JC1676                          STATION DESCRIPTION
 JC1676
 JC1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1676'STATION IS LOCATED ABOUT 1.5 MILES WEST NORTHWEST OF THE CENTER
 JC1676'OF DE SOTO, 0.15 MILE NORTH OF THE JUNCTION OF COUNTY ROAD
 JC1676'N AND STATE HIGHWAY 21 IN THE WEST RIGHT-OF-WAY OF STATE HIGHWAY
 JC1676'21.
 JC1676'
 JC1676'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF COUNTY
 JC1676'ROAD N AND STATE HIGHWAY 21, ABOUT 1.5 MILE WEST NORTHWEST
 JC1676'OF THE CENTER OF DE SOTO, GO NORTH, ON STATE HIGHWAY 21,
 JC1676'FOR 0.15 MILE TO STATION ON THE WEST SIDE OF HIGHWAY.
 JC1676'
 JC1676'STATION, STAMPED DE SOTO 1956, IS A STANDARD USC AND GS BRONZE
 JC1676'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JC1676'THAT PROJECTS ABOUT 6 INCHES.  IT IS 16.0 FEET EAST OF FENCE
 JC1676'LINE, 18.0 FEET EAST OF A WHITE WITNESS POST, 106.0 FEET
 JC1676'SOUTH SOUTHEAST OF A FENCE CORNER, AND 51.0 FEET WEST OF THE
 JC1676'CENTER LINE OF STATE HIGHWAY 21.
 JC1676'
 JC1676'R.M. 1, STAMPED DE SOTO NO 1 1956, IS A STANDARD USC AND GS
 JC1676'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JC1676'MONUMENT THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND
 JC1676'IS ABOUT 1.5 FEET LOWER THAN THE STATION.  IT IS 1.0 FOOT
 JC1676'EAST OF FENCE LINE.
 JC1676'
 JC1676'R.M. 2, STAMPED DE SOTO NO 2 1956, IS A STANDARD USC AND GS
 JC1676'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JC1676'MONUMENT THAT PROJECTS ABOUT 2 INCHES AND IS ABOUT 2.0 FEET
 JC1676'HIGHER THAN THE STATION.  IT IS 8 INCHES EAST OF THE FENCE
 JC1676'LINE.
 JC1676'
 JC1676'AZIMUTH MARK, STAMPED DE SOTO 1956, IS A STANDARD USC AND GS
 JC1676'BRONZE DISK SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT
 JC1676'THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 26.0
 JC1676'FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD N, ABOUT 100 YARDS
 JC1676'EAST SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 21 AND COUNTY
 JC1676'ROAD N AND BENEATH A POWER LINE.  IT IS ACROSS THE ROAD FROM
 JC1676'A SHOPPING CENTER.
 JC1676
 JC1676                          STATION RECOVERY (1971)
 JC1676
 JC1676'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1971 (NP)
 JC1676'STATION DESOTO RECOVERED GOOD.
 JC1676'
 JC1676'AZ RECOVERED GOOD.
 JC1676'
 JC1676'RM NO. 1 RECOVERED GOOD.
 JC1676'
 JC1676'RM NO. 2 RECOVERED GOOD.
 JC1676
 JC1676                          STATION RECOVERY (1982)
 JC1676
 JC1676'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1982 (CLN)
 JC1676'THE SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 JC1676'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1956.  THE AZIMUTH
 JC1676'MARK WAS SEARCHED FROM BUT NOT FOUND AND IS PRESUMED DESTROYED DUE TO
 JC1676'GRADING WORK AND THE CONSTRUCTION OF A WATER LINE.  SATISFACTORY
 JC1676'CHECKS WERE OBTAINED TO THE REFERENCE MARKS AND AN AZIMUTH MARK 2 WAS
 JC1676'ESTABLISHED AND A POLARIS OBSERVATION TAKEN.
 JC1676' 
 JC1676'THE AZIMUTH MARK 2 IS A STANDARD NGS DISK, STAMPED DE SOTO 1956 NO. 2
 JC1676'1982 SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH
 JC1676'WITH THE GROUND SURFACE.  IT IS 26.8 M (88.0 FT) WEST OF THE WEST GAGE
 JC1676'PORTAL OF THE SOUTHEAST ENTRANCE TO A CEMETERY, 7.92 (26.0 FT)
 JC1676'SOUTHEAST OF AN EIGHTEEN-INCH DIAMETER CEDAR TREE, 8.69 M (28.5 FT)
 JC1676'NORTH OF THE CENTERLINE OF STATE ROAD N, 6.88 M 922.6 FT) SOUTHWEST OF
 JC1676'THE CENTER OF THE 5 FT TALL, JOANNA MCMANUS TOMBSTONE, 5.49 M (18.0
 JC1676'FT) WEST-NORTHWEST OF A POWERLINE POLE AND 2.4 M (8 FT) SOUTH OF THE
 JC1676'CENTERLINE OF A CEMETERY ROAD.  THERE IS AN UNDERGROUND MARK, 36
 JC1676'INCHES BELOW THE GROUND SURFACE.
 JC1676' 
 JC1676'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO SOUTH ON STATE
 JC1676'HIGHWAY 21 FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF STATE ROADS N AND
 JC1676'H.  TURN LEFT AND GO EAST ON ROAD N FOR 0.89 KM (0.55 MI) TO THE MARK
 JC1676'ON THE LEFT, NEAR THE SOUTHEAST ENTRANCE TO A CEMETERY.
 JC1676' 
 JC1676'A WITNESS POST WAS SET 0.30 M (1.0 FT) EAST OF THE STATION MARK.
 JC1676' 
 JC1676'THE DISTANCE BETWEEN THE REFERENCE MARKS COULD NOT BE MEASURED DUE TO
 JC1676'TREES ON LINE.
 JC1676' 
 JC1676'THE STATION IS ACROSS HIGHWAY 21 FROM THE JEFFERSON SQUARE SHOPPING
 JC1676'CENTER.
 JC1676' 
 JC1676'
 JC1676
 JC1676                          STATION RECOVERY (2000)
 JC1676
 JC1676'RECOVERY NOTE BY MO DEPT OF NAT RES 2000 (BDC)
 JC1676'AZIMUTH MARK NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1677 ***********************************************************************
 JC1677  DESIGNATION -  DE SOTO AZ MK 2
 JC1677  PID         -  JC1677
 JC1677  STATE/COUNTY-  MO/JEFFERSON
 JC1677  USGS QUAD   -  DE SOTO (1981)
 JC1677
 JC1677                         *CURRENT SURVEY CONTROL
 JC1677  ___________________________________________________________________
 JC1677* NAD 83(1997)-  38 08 23.49792(N)    090 34 15.97593(W)     ADJUSTED  
 JC1677* NAVD 88     -       219.     (meters)     719.     (feet)  VERTCON   
 JC1677  ___________________________________________________________________
 JC1677  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 JC1677  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 JC1677
 JC1677  HORZ ORDER  -  SECOND
 JC1677
 JC1677.The horizontal coordinates were established by classical geodetic methods
 JC1677.and adjusted by the National Geodetic Survey in February 2000..
 JC1677
 JC1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1677
 JC1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1677
 JC1677.The geoid height was determined by GEOID03.
 JC1677
 JC1677;                    North         East     Units Scale Factor Converg.
 JC1677;SPC MO E     -   255,957.794   243,767.018   MT  0.99993381   -0 02 38.1
 JC1677;UTM  15      - 4,224,120.380   712,860.173   MT  1.00015806   +1 30 02.2
 JC1677
 JC1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1677!SPC MO E     -   0.99997034  x   0.99993381  =   0.99990415
 JC1677!UTM  15      -   0.99997034  x   1.00015806  =   1.00012840
 JC1677
 JC1677:                Primary Azimuth Mark                     Grid Az
 JC1677:SPC MO E     -  CENSUS RM 2                              215 04 02.4
 JC1677:UTM  15      -  CENSUS RM 2                              213 31 22.1
 JC1677
 JC1677|---------------------------------------------------------------------|
 JC1677| PID    Reference Object                     Distance      Geod. Az  |
 JC1677|                                                           dddmmss.s |
 JC1677| JC1678 CENSUS RM 2                         411.915 METERS 2150124.3 |
 JC1677| JC1676 DE SOTO                             APPROX. 1.0 KM 3040236.6 |
 JC1677|---------------------------------------------------------------------|
 JC1677
 JC1677                          SUPERSEDED SURVEY CONTROL
 JC1677
 JC1677  NAD 83(1997)-  38 08 23.50134(N)    090 34 15.97628(W) AD(       ) 2
 JC1677  NAD 83(1986)-  38 08 23.51212(N)    090 34 15.97351(W) AD(       ) 2
 JC1677  NAD 27      -  38 08 23.31080(N)    090 34 15.51484(W) AD(       ) 2
 JC1677  NGVD 29 (07/19/86)  219.     (m)          719.     (f) VERT ANG       
 JC1677
 JC1677.Superseded values are not recommended for survey control.
 JC1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1677.See file dsdata.txt to determine how the superseded data were derived.
 JC1677
 JC1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1286024120(NAD 83)
 JC1677_MARKER: DZ = AZIMUTH MARK DISK
 JC1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1677_STAMPING: DE SOTO 1956 NO 2 1982
 JC1677_PROJECTION: FLUSH
 JC1677_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1677+STABILITY: SURFACE MOTION
 JC1677
 JC1677  HISTORY     - Date     Condition        Report By
 JC1677  HISTORY     - 1982     MONUMENTED       NGS
 JC1677  HISTORY     - 1982     GOOD             NGS
 JC1677
 JC1677                          STATION DESCRIPTION
 JC1677
 JC1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JC1677'THE STATION IS LOCATED IN THE WEST PART OF DE SOTO, 0.89 KM (0.55 MI)
 JC1677'EAST OF THE INTERSECTION OF STATE HIGHWAY 21 AND STATE ROADS N AND H
 JC1677'AND ON THE NORTH RIGHT-OF-WAY OF ROAD N, AT THE SOUTHEAST ENTRANCE TO
 JC1677'A CEMETERY.
 JC1677' 
 JC1677'STATION MARKS ARE STANDARD NGS AZIMUTH DISKS, STAMPED DE SOTO 1956 NO.
 JC1677'2 1982.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 JC1677'CONCRETE POST THAT IS FLUSH.  THE UNDERGROUND DISK IS SET IN AN
 JC1677'IRREGULAR MASS OF CONCRETE 1 M (3 FT) BELOW THE SURFACE.  THE MARKS
 JC1677'ARE 26.8 M (88 FT) WEST OF THE WEST PORTAL OF THE SOUTHEAST ENTRANCE
 JC1677'TO THE CEMETERY, 8.69 M (28.5 FT) NORTH OF THE CENTERLINE OF ROAD N,
 JC1677'7.92 M (26 FT) SOUTHEAST OF AN 18-INCH CEDAR TREE, 6.88 M (22.6 FT)
 JC1677'SOUTHWEST OF THE 5 FOOT TALL JOANNA MCMANUS TOMBSTONE, 5.49 M (18 FT)
 JC1677'WEST-NORTHWEST OF A POWERLINE POLE AND 2.4 M (8 FT) SOUTH OF THE
 JC1677'CENTERLINE OF A CEMETERY ROAD.
 JC1677'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1248 ***********************************************************************
 HD1248  DESIGNATION -  DE TERRE
 HD1248  PID         -  HD1248
 HD1248  STATE/COUNTY-  MO/HICKORY
 HD1248  USGS QUAD   -  HERMITAGE (1982)
 HD1248
 HD1248                         *CURRENT SURVEY CONTROL
 HD1248  ___________________________________________________________________
 HD1248* NAD 83(1997)-  37 53 50.37369(N)    093 20 21.41005(W)     ADJUSTED  
 HD1248* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 HD1248  ___________________________________________________________________
 HD1248  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 HD1248  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HD1248
 HD1248  HORZ ORDER  -  SECOND
 HD1248
 HD1248.The horizontal coordinates were established by classical geodetic methods
 HD1248.and adjusted by the National Geodetic Survey in February 2000..
 HD1248
 HD1248.The orthometric height was scaled from a topographic map.
 HD1248
 HD1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1248
 HD1248.The geoid height was determined by GEOID03.
 HD1248
 HD1248;                    North         East     Units Scale Factor Converg.
 HD1248;SPC MO C     -   229,368.730   426,185.531   MT  1.00000042   -0 30 56.0
 HD1248;SPC MO W     -   192,689.492   952,086.546   MT  1.00006949   +0 42 46.9
 HD1248;UTM  15      - 4,194,477.478   470,170.546   MT  0.99961096   -0 12 30.3
 HD1248
 HD1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1248!SPC MO C     -   0.99995277  x   1.00000042  =   0.99995319
 HD1248!SPC MO W     -   0.99995277  x   1.00006949  =   1.00002226
 HD1248!UTM  15      -   0.99995277  x   0.99961096  =   0.99956375
 HD1248
 HD1248|---------------------------------------------------------------------|
 HD1248| PID    Reference Object                     Distance      Geod. Az  |
 HD1248|                                                           dddmmss.s |
 HD1248| CN6724 DE TERRE RM 1                        16.368 METERS 08734     |
 HD1248| CN6725 DE TERRE RM 2                        17.599 METERS 18949     |
 HD1248| CN6723 DE TERRE AZ MK                                     2052414.0 |
 HD1248| HD1249 DE TERRE RM 3                       APPROX. 0.7 KM 2202841.7 |
 HD1248|---------------------------------------------------------------------|
 HD1248
 HD1248                          SUPERSEDED SURVEY CONTROL
 HD1248
 HD1248  NAD 83(1997)-  37 53 50.38076(N)    093 20 21.40952(W) AD(       ) 2
 HD1248  NAD 83(1997)-  37 53 50.38449(N)    093 20 21.40956(W) AD(       ) 2
 HD1248  NAD 83(1986)-  37 53 50.38438(N)    093 20 21.40930(W) AD(       ) 2
 HD1248  NAD 27      -  37 53 50.26600(N)    093 20 20.69500(W) AD(       ) 2
 HD1248
 HD1248.Superseded values are not recommended for survey control.
 HD1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1248.See file dsdata.txt to determine how the superseded data were derived.
 HD1248
 HD1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7017194477(NAD 83)
 HD1248_MARKER: DS = TRIANGULATION STATION DISK
 HD1248_SETTING: 66 = SET IN ROCK OUTCROP
 HD1248
 HD1248  HISTORY     - Date     Condition        Report By
 HD1248  HISTORY     - 1947     MONUMENTED       CGS
 HD1248  HISTORY     - 1973     GOOD             NGS
 HD1248
 HD1248                          STATION DESCRIPTION
 HD1248
 HD1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 HD1248'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF HERMITAGE
 HD1248'ON A LOW OAK TREE COVERED RIDGE OVERLOOKING THE POMME DE TERRE
 HD1248'RIVER AND ON LAND OWNED AND OCCUPIED BY MRS. GEORGE MANN.  IT
 HD1248'IS 0.1 MILE NORTHWEST OF THE MANN FARM HOUSE, 28 FEET SOUTH OF
 HD1248'EAST-WEST WIRE FENCE LINE AND JUST SOUTH OF OLD WOODS TRAIL.
 HD1248'IT IS SET IN BEDROCK ABOUT 1 BY 2 FEET IN DIAMETER PROJECTING 3
 HD1248'INCHES.  IT IS STAMPED DE TERRE 1947 AND SET FLUSH WITH
 HD1248'THE ROCK SURFACE.
 HD1248'
 HD1248'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 25 FEET NORTH
 HD1248'OF THE EAST-WEST WIRE FENCE LINE.  IT IS SET IN BEDROCK ABOUT 2
 HD1248'FEET LONG AND 8 INCHES WIDE PROJECTING 3 INCHES.  IT IS STAMPED
 HD1248'DE TERRE NO 1 1947 AND SET FLUSH WITH THE ROCK SURFACE.
 HD1248'
 HD1248'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET IN A SMALL
 HD1248'CLEARING IN THE WOODS.  IT IS STAMPED DE TERRE NO 2 1947 AND
 HD1248'PROJECTS 3 INCHES.
 HD1248'
 HD1248'THE AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH OF THE STATION,
 HD1248'26 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 36 FEET WEST
 HD1248'OF NORTH-SOUTH ROAD SET IN OLD FENCE LINE.  IT IS STAMPED DE TERRE
 HD1248'1947 AND PROJECTS 4 INCHES.
 HD1248'
 HD1248'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT
 HD1248'HOUSE IN HERMITAGE, GO SOUTH ON COUNTY ROUTE K FOR 0.3 MILE TO
 HD1248'BRIDGE OVER RIVER, CONTINUE SOUTH ON COUNTY ROAD FOR 0.3 MILE
 HD1248'TO SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN TRAVELLED ROAD
 HD1248'WEST AND SOUTH FOR 1.3 MILES TO BRIDGE OVER RIVER, CONTINUE
 HD1248'STRAIGHT AHEAD ON MAIN TRAVELLED ROAD FOR 3.4 MILES TO T-ROAD
 HD1248'INTERSECTION AT CALMEY STORE ON RIGHT, TURN LEFT AND FOLLOW
 HD1248'MAIN TRAVELLED ROAD EAST FOR 0.8 MILES TO SIDE ROAD RIGHT,
 HD1248'CONTINUE EAST ON MAIN TRAVELLED ROAD FOR 0.5 MILE TO SMALL
 HD1248'CHURCH AND CEMETERY ON RIGHT, CONTINUE EAST ON MAIN
 HD1248'TRAVELLED ROAD FOR 0.2 MILE TO CROSSROADS AND WIRE GATE
 HD1248'INTO FIELD ON LEFT.  (AZIMUTH MARK JUST SOUTH OF THIS
 HD1248'POINT AS DESCRIBED) TURN LEFT THROUGH GATE AND FOLLOW FARM
 HD1248'ROAD NORTHEAST FOR 0.3 MILE TO FARM HOUSE, PASS TO THE RIGHT OF
 HD1248'HOUSE AND FOLLOW FARM ROAD NORTH UP LANE FOR 0.1 MILE TO THE
 HD1248'HIGHEST POINT AND STATION AS DESCRIBED.
 HD1248'
 HD1248'AN 87 FOOT SIGNAL AT STATION POMME IS VISIBLE AT 50 FEET.
 HD1248'
 HD1248'A 100 FOOT SIGNAL AT STATION 1928 IS VISIBLE AT 50 FEET.
 HD1248'
 HD1248'AN 87 FOOT SIGNAL AT STATION WHEATLAND IS VISIBLE AT 64 FEET.
 HD1248'
 HD1248'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1248
 HD1248                          STATION RECOVERY (1973)
 HD1248
 HD1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 HD1248'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 HD1248'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 HD1248'DESTROYED DUE TO ROAD CONSTRUCTION.  THE DISTANCE TO THE REFERENCE
 HD1248'MARKS COMPARED GOOD WITH THE PREVIOUS DISTANCES.  THE ANGLE
 HD1248'BETWEEN THE REFERENCE MARKS MISSED THE PREVIOUS ANGLE 3 MINUTES 32
 HD1248'SECONDS.  REFERENCE MARK 3 WAS ESTABLISHED THIS DATE AND
 HD1248'A POLARIS OBSERVATION WAS OBSERVED.  THE LINES DE TERRE 1947 TO
 HD1248'POMME 2, DE TERRE 1947 TO POMME 2 RM 3 (A), DE TERRE 1947 TO
 HD1248'RE 3, DE TERRE 1947 TO THE RIM MARK WERE MEASURED WITH A DISTANCE
 HD1248'METER.  DUE TO THE CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION
 HD1248'FOLLOW--
 HD1248'
 HD1248'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF HERMITAGE AND 2.5
 HD1248'MILES WEST OF STATE HIGHWAY 64 AND ABOUT 1 MILE WEST OF THE POMME
 HD1248'DE TERRE DAM, ON PROPERTY OWNED BY THE US GOVERNMENT.
 HD1248'
 HD1248'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE IN
 HD1248'HERMITAGE, GO SOUTH ON STATE HIGHWAY 64 FOR 2.9 MILES TO STATE
 HD1248'HIGHWAY 254 ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON HIGHWAY 254
 HD1248'FOR 1.1 MILES TO THE EAST END OF THE POMME DE TERRE DAM.  CONTINUE
 HD1248'WESTERLY ON HIGHWAY 254, CROSSING THE DAM FOR 1.4 MILES TO THE WEST
 HD1248'END OF A METAL GUARD RAIL ALONG THE NORTH SIDE OF THE HIGHWAY
 HD1248'AND WHERE THE HIGHWAY BEGINS TO MAKE A SLIGHT CURVE.  ENTER THE
 HD1248'WOODS AND PACK ALONG A FENCE LINE AND CLEARED TRAIL, NORTHERLY FOR
 HD1248'ABOUT 400 FEET TO THE STATION ON THE LEFT.
 HD1248'
 HD1248'THE STATION MARK IS A STANDARD DISK STAMPED DE TERRE 1947, CEMENTED
 HD1248'IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE GROUND
 HD1248'SURFACE.  IT IS 45 FEET SOUTHEAST OF A 24-INCH OAK TREE, 27 FEET
 HD1248'WEST-SOUTHWEST OF THE FENCE LINE, 21 FEET NORTH-NORTHWEST OF A
 HD1248'16-INCH OAK TREE AND 3 FEET NORTH-NORTHWEST OF A METAL WITNESS
 HD1248'POST IN A LARGE PILE OF ROCKS.
 HD1248'
 HD1248'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DE TERRE NO 1 1947,
 HD1248'CEMENTED IN ROCK OUTCROP ABOUT 2 FEET LONG AND 8 INCHES WIDE AND
 HD1248'PROJECTING ABOUT 3 INCHES.  IT IS 40 FEET NORTH OF A 24-INCH OAK
 HD1248'TREE IN THE FENCE LINE AND 24 FEET EAST-SOUTHEAST OF THE FENCE.
 HD1248'
 HD1248'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DE TERRE NO 2 1947, SET
 HD1248'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 HD1248'INCHES ABOVE THE GROUND SURFACE.  IT IS 60 FEET WEST-SOUTH WEST OF
 HD1248'THE FENCE LINE, 56 FEET SOUTH OF THE METAL WITNESS POST AND 13 FEET
 HD1248'SOUTHWEST OF A 12-INCH OAK TREE.
 HD1248'
 HD1248'T 36 N, R 22 W C-S 1/16 53 1971 (BLM) IS A BUREAU OF LAND MANAGEMENT
 HD1248'2 INCH BRASS CAP BRAZED TO THE TOP OF A 2 INCH IRON PIPE THAT
 HD1248'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 75 PACES NORTHWEST
 HD1248'OF THE CENTER OF HIGHWAY 254, 34 PACES SOUTHWEST OF THE WEST EDGE
 HD1248'OF THE TIMBER LINE AND 1 FOOT EAST OF A LARGE PIPE OF ROCKS.
 HD1248'
 HD1248'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DE TERRE 1947 NO 3
 HD1248'1973, SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD, 40 INCHES
 HD1248'DEEP WITH A 10 INCH STEEL PLATE BOLTED TO THE BOTTOM OF THE ROD,
 HD1248'ENCASED IN A 4 INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND
 HD1248'SURFACE.  IT IS 116 FEET EAST OF THE NORTHEAST CORNER OF A CHURCH
 HD1248'BUILDING, 44 FEET WEST OF THE CENTER OF HIGHWAY 254, 28 FEET
 HD1248'SOUTH OF THE CENTER OF A DRIVEWAY, 18 FEET EAST OF A 10-INCH WALNUT
 HD1248'TREE AND 1 FOOT WEST OF A METAL WITNESS POST.
 HD1248'
 HD1248'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WESTERLY ON HIGHWAY
 HD1248'254 FOR 0.4 MILE TO THE REFERENCE MARK ON THE RIGHT IN THE NORTHEAST
 HD1248'CORNER OF THE DOOLY BEND CEMETERY.
 HD1248'
 HD1248'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 HD1248'OF HERMITAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1249 ***********************************************************************
 HD1249  DESIGNATION -  DE TERRE RM 3
 HD1249  PID         -  HD1249
 HD1249  STATE/COUNTY-  MO/HICKORY
 HD1249  USGS QUAD   -  HERMITAGE (1982)
 HD1249
 HD1249                         *CURRENT SURVEY CONTROL
 HD1249  ___________________________________________________________________
 HD1249* NAD 83(1997)-  37 53 32.22693(N)    093 20 40.95190(W)     ADJUSTED  
 HD1249* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 HD1249  ___________________________________________________________________
 HD1249  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 HD1249  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HD1249
 HD1249  HORZ ORDER  -  THIRD
 HD1249
 HD1249.The horizontal coordinates were established by classical geodetic methods
 HD1249.and adjusted by the National Geodetic Survey in February 2000..
 HD1249
 HD1249.The orthometric height was scaled from a topographic map.
 HD1249
 HD1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1249
 HD1249.The geoid height was determined by GEOID03.
 HD1249
 HD1249;                    North         East     Units Scale Factor Converg.
 HD1249;SPC MO C     -   228,813.565   425,703.039   MT  1.00000130   -0 31 07.8
 HD1249;SPC MO W     -   192,124.071   951,616.036   MT  1.00006831   +0 42 34.6
 HD1249;UTM  15      - 4,193,919.952   469,691.224   MT  0.99961131   -0 12 42.2
 HD1249
 HD1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1249!SPC MO C     -   0.99995136  x   1.00000130  =   0.99995266
 HD1249!SPC MO W     -   0.99995136  x   1.00006831  =   1.00001966
 HD1249!UTM  15      -   0.99995136  x   0.99961131  =   0.99956269
 HD1249
 HD1249:                Primary Azimuth Mark                     Grid Az
 HD1249:SPC MO C     -  DE TERRE                                 040 59 37.5
 HD1249:SPC MO W     -  DE TERRE                                 039 45 55.1
 HD1249:UTM  15      -  DE TERRE                                 040 41 11.9
 HD1249
 HD1249|---------------------------------------------------------------------|
 HD1249| PID    Reference Object                     Distance      Geod. Az  |
 HD1249|                                                           dddmmss.s |
 HD1249| HD1248 DE TERRE                            APPROX. 0.7 KM 0402829.7 |
 HD1249|---------------------------------------------------------------------|
 HD1249
 HD1249                          SUPERSEDED SURVEY CONTROL
 HD1249
 HD1249  NAD 83(1997)-  37 53 32.23401(N)    093 20 40.95137(W) AD(       ) 3
 HD1249  NAD 83(1997)-  37 53 32.23773(N)    093 20 40.95141(W) AD(       ) 3
 HD1249  NAD 83(1986)-  37 53 32.23755(N)    093 20 40.95101(W) AD(       ) 3
 HD1249  NAD 27      -  37 53 32.11887(N)    093 20 40.23622(W) AD(       ) 3
 HD1249
 HD1249.Superseded values are not recommended for survey control.
 HD1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1249.See file dsdata.txt to determine how the superseded data were derived.
 HD1249
 HD1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6969193920(NAD 83)
 HD1249_MARKER: DS = TRIANGULATION STATION DISK
 HD1249_SETTING: 0 = UNSPECIFIED SETTING
 HD1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD1249
 HD1249  HISTORY     - Date     Condition        Report By
 HD1249  HISTORY     - 1973     MONUMENTED       NGS
 HD1249
 HD1249                          STATION DESCRIPTION
 HD1249
 HD1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 HD1249'STATION MARK IS A STANDARD DISK STAMPED DE TERRE 1947 NO 3
 HD1249'1973, SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD, 40 INCHES
 HD1249'DEEP WITH A 10 INCH STEEL PLATE BOLTED TO THE BOTTOM OF THE ROD,
 HD1249'ENCASED IN A 4 INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND
 HD1249'SURFACE.  IT IS 116 FEET EAST OF THE NORTHEAST CORNER OF A CHURCH
 HD1249'BUILDING, 44 FEET WEST OF THE CENTER OF HIGHWAY 254, 28 FEET
 HD1249'SOUTH OF THE CENTER OF A DRIVEWAY, 18 FEET EAST OF A 10-INCH WALNUT
 HD1249'TREE AND 1 FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0959 ***********************************************************************
 GE0959  DESIGNATION -  DEAL 2
 GE0959  PID         -  GE0959
 GE0959  STATE/COUNTY-  MO/BUTLER
 GE0959  USGS QUAD   -  ROMBAUER (1966)
 GE0959
 GE0959                         *CURRENT SURVEY CONTROL
 GE0959  ___________________________________________________________________
 GE0959* NAD 83(1997)-  36 49 29.82160(N)    090 19 29.29207(W)     ADJUSTED  
 GE0959* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 GE0959  ___________________________________________________________________
 GE0959  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 GE0959  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GE0959
 GE0959  HORZ ORDER  -  SECOND
 GE0959
 GE0959.The horizontal coordinates were established by classical geodetic methods
 GE0959.and adjusted by the National Geodetic Survey in February 2000..
 GE0959
 GE0959.The orthometric height was scaled from a topographic map.
 GE0959
 GE0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0959
 GE0959.The geoid height was determined by GEOID03.
 GE0959
 GE0959;                    North         East     Units Scale Factor Converg.
 GE0959;SPC MO E     -   110,041.900   265,629.187   MT  0.99993634   +0 06 18.0
 GE0959;UTM  15      - 4,078,793.848   738,597.640   MT  1.00030140   +1 36 15.1
 GE0959
 GE0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0959!SPC MO E     -   0.99998213  x   0.99993634  =   0.99991848
 GE0959!UTM  15      -   0.99998213  x   1.00030140  =   1.00028353
 GE0959
 GE0959|---------------------------------------------------------------------|
 GE0959| PID    Reference Object                     Distance      Geod. Az  |
 GE0959|                                                           dddmmss.s |
 GE0959| CI4235 DEAL 2 RM 3                          24.381 METERS 00735     |
 GE0959| GE0962 NATURAL GAS PLINE RAD STA MST       APPROX. 2.6 KM 0205206.7 |
 GE0959| GE0964 ROMBAUER LOOKOUT TOWER              APPROX. 4.2 KM 0244405.2 |
 GE0959| CI4236 DEAL 2 RM 4                          25.213 METERS 10451     |
 GE0959| GE0970 POPLAR BLUFF TV STA KPOB MAST       APPROX.11.6 KM 2565017.7 |
 GE0959| GE1071 MARTIN                              APPROX.17.6 KM 2780237.5 |
 GE0959| GE0963 DEAL                                 22.489 METERS 28625     |
 GE0959|---------------------------------------------------------------------|
 GE0959
 GE0959                          SUPERSEDED SURVEY CONTROL
 GE0959
 GE0959  NAD 83(1997)-  36 49 29.82481(N)    090 19 29.29263(W) AD(       ) 2
 GE0959  NAD 83(1997)-  36 49 29.82836(N)    090 19 29.29191(W) AD(       ) 2
 GE0959  NAD 83(1986)-  36 49 29.83206(N)    090 19 29.29219(W) AD(       ) 2
 GE0959  NAD 27      -  36 49 29.63950(N)    090 19 28.90610(W) AD(       ) 2
 GE0959
 GE0959.Superseded values are not recommended for survey control.
 GE0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0959.See file dsdata.txt to determine how the superseded data were derived.
 GE0959
 GE0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3859878794(NAD 83)
 GE0959_MARKER: DS = TRIANGULATION STATION DISK
 GE0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0959_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0959+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 GE0959
 GE0959  HISTORY     - Date     Condition        Report By
 GE0959  HISTORY     - 1963     MONUMENTED       CGS
 GE0959  HISTORY     - 1988     GOOD             USE
 GE0959  HISTORY     - 20020830 GOOD             USACE
 GE0959  HISTORY     - 20031210 GOOD             MODNR
 GE0959
 GE0959                          STATION DESCRIPTION
 GE0959
 GE0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE0959'THE STATION IS ABOUT 5 MILES NORTH AND 4 MILES EAST OF POPLAR
 GE0959'BLUFF, ABOUT 1-1/2 MILES SOUTH AND 1-1/4 MILE WEST OF ROMCAUER,
 GE0959'IN THE SOUTHEAST 1/4 OF SEC. 8, T. 25 N., R. 7 E., AND ON
 GE0959'THE PROPERTY OF THE CLARK NATIONAL FOREST.  IT IS 178 FEET
 GE0959'EAST OF THE CENTERLINE OF COUNTY ROAD T, 67 FEET SOUTH OF THE
 GE0959'CENTERLINE OF A DIRT ROAD, 14 FEET SOUTHWEST OF A 12 INCH
 GE0959'OAK TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE AND
 GE0959'FEET SOUTHEAST OF A WITNESS POST.  THE MONUMENT PROJECT
 GE0959'6 INCHES AND THE DISK IS STAMPED DEAL 2 1963.
 GE0959'
 GE0959'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 GE0959'HIGHWAY 172, 14.65 MILES BY ROAD SOUTH OF GREENVILLE, GO
 GE0959'EAST ON HIGHWAY 172 FOR 3.6 MILES TO THE JUNCTION WITH COUNTY
 GE0959'ROAD PP.  CONTINUE EAST ON HIGHWAY 172 FOR 1.0 MILE
 GE0959'JUNCTION WITH COUNTY ROAD W.  TURN RIGHT AND GO SOUTH ON
 GE0959'COUNTY ROAD W FOR 3.85 MILES TO THE JUNCTION WITH COUNTY ROAD
 GE0959'KK.  TURN LEFT AND GO EAST ON COUNTY ROAD KK FOR 5.3 MILES TO
 GE0959'THE JUNCTION WITH COUNTY ROAD T.  TURN RIGHT AND GO SOUTH
 GE0959'ON COUNTY ROAD T FOR 5.5 MILES TO A DIRT SIDE ROAD LEFT
 GE0959'AND THE STATION.
 GE0959'
 GE0959'REFERENCE MARK 3 IS 11 FEET NORTH OF THE CENTERLINE OFTHE
 GE0959'DIRT ROAD AND 3 FEET SOUTH OF A TWIN TRUNKED HICKORY TREE.
 GE0959'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED DEAL
 GE0959'2 NO 3 1963.
 GE0959'
 GE0959'REFERENCE MARK 4 IS 58 FEET SOUTH OF THE CENTERLINE OF THE
 GE0959'DIRT ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 GE0959'IS STAMPED DEAL 2 NO 4 1963.
 GE0959'
 GE0959'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 GE0959'
 GE0959'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GE0959
 GE0959                          STATION RECOVERY (1988)
 GE0959
 GE0959'RECOVERY NOTE BY US ENGINEERS 1988 (GG)
 GE0959'RECOVERED IN GOOD CONDITION.
 GE0959
 GE0959                          STATION RECOVERY (2002)
 GE0959
 GE0959'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0959'RECOVERED IN GOOD CONDITION.
 GE0959
 GE0959                          STATION RECOVERY (2003)
 GE0959
 GE0959'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 GE0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1190 ***********************************************************************
 HD1190  DESIGNATION -  DECATURVILLE
 HD1190  PID         -  HD1190
 HD1190  STATE/COUNTY-  MO/CAMDEN
 HD1190  USGS QUAD   -  DECATURVILLE (1975)
 HD1190
 HD1190                         *CURRENT SURVEY CONTROL
 HD1190  ___________________________________________________________________
 HD1190* NAD 83(1997)-  37 55 05.59414(N)    092 42 16.26243(W)     ADJUSTED  
 HD1190* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 HD1190  ___________________________________________________________________
 HD1190  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 HD1190  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HD1190
 HD1190  HORZ ORDER  -  FIRST
 HD1190
 HD1190.The horizontal coordinates were established by classical geodetic methods
 HD1190.and adjusted by the National Geodetic Survey in February 2000..
 HD1190
 HD1190.The orthometric height was scaled from a topographic map.
 HD1190
 HD1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1190
 HD1190.The geoid height was determined by GEOID03.
 HD1190
 HD1190;                    North         East     Units Scale Factor Converg.
 HD1190;SPC MO C     -   231,375.393   482,017.998   MT  0.99993731   -0 07 32.5
 HD1190;UTM  15      - 4,196,782.643   525,971.399   MT  0.99960831   +0 10 53.7
 HD1190
 HD1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1190!SPC MO C     -   0.99995184  x   0.99993731  =   0.99988915
 HD1190!UTM  15      -   0.99995184  x   0.99960831  =   0.99956016
 HD1190
 HD1190|---------------------------------------------------------------------|
 HD1190| PID    Reference Object                     Distance      Geod. Az  |
 HD1190|                                                           dddmmss.s |
 HD1190| CN6727 DECATURVILLE RM 1                                  05419     |
 HD1190| CN6728 DECATURVILLE RM 2                                  33825     |
 HD1190| JD2571 CAMDENTON MUNICIPAL TANK            APPROX.10.5 KM 3402442.2 |
 HD1190| CN6726 DECATURVILLE AZ MK                                 3410355.3 |
 HD1190|---------------------------------------------------------------------|
 HD1190
 HD1190                          SUPERSEDED SURVEY CONTROL
 HD1190
 HD1190  NAD 83(1986)-  37 55 05.60543(N)    092 42 16.26399(W) AD(       ) 1
 HD1190  NAD 27      -  37 55 05.47300(N)    092 42 15.60700(W) AD(       ) 1
 HD1190
 HD1190.Superseded values are not recommended for survey control.
 HD1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1190.See file dsdata.txt to determine how the superseded data were derived.
 HD1190
 HD1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2597196783(NAD 83)
 HD1190_MARKER: DS = TRIANGULATION STATION DISK
 HD1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1190
 HD1190  HISTORY     - Date     Condition        Report By
 HD1190  HISTORY     - 1947     MONUMENTED       CGS
 HD1190
 HD1190                          STATION DESCRIPTION
 HD1190
 HD1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1190'THE STATION IS ABOUT 7.5 MILES SOUTH-SOUTHEAST OF CAMDENTON AND
 HD1190'3/4 MILE NORTH-NORTHWEST OF DECATURVILLE.  IT IS AT THE TOP OF A
 HD1190'WOODED HILL OPPOSITE A GRAVELLED DRIVE TO A FARMHOUSE, 54 FEET
 HD1190'WEST OF THE CENTERLINE OF STATE HIGHWAY 5 AND 6.9 FEET WEST OF A
 HD1190'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 HD1190'STAMPED DECATURVILLE 1947.
 HD1190'
 HD1190'REFERENCE MARK NO. 1 IS 92.32 FEET EAST OF THE STATION, 38 FEET
 HD1190'EAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET NORTH OF THE DRIVE
 HD1190'TO THE FARMHOUSE AND 4 FEET WEST OF A FENCE CORNER POST.  THE
 HD1190'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DECATURVILLE
 HD1190'NO 1 1947.
 HD1190'
 HD1190'REFERENCE MARK NO. 2 IS 100.95 FEET NORTH OF THE STATION AND 49
 HD1190'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 4
 HD1190'INCHES AND THE DISK IS STAMPED DECATURVILLE NO 2 1947.
 HD1190'
 HD1190'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF THE
 HD1190'STATION AND 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT
 HD1190'THE CENTER OF THE EAST SIDE OF A CLEARED FIELD.  IT IS 1.8 FEET
 HD1190'SOUTH OF A WITNESS POST, 1 FOOT EAST OF A FENCE AND 3 FEET SOUTH
 HD1190'OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 HD1190'STAMPED DECATURVILLE 1947.
 HD1190'
 HD1190'TO REACH THE STATION FROM THE POSTOFFICE IN CAMDENTON, GO SOUTH
 HD1190'ON STATE HIGHWAY 5 7.7 MILES TO THE STATION ON THE RIGHT AS
 HD1190'DESCRIBED.
 HD1190'
 HD1190'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 HD1190'STATE HIGHWAY 5 FOR 0.3 MILE TO MARK ON LEFT AS DESCRIBED.
 HD1190'
 HD1190'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1278 ***********************************************************************
 KD1278  DESIGNATION -  DECKER
 KD1278  PID         -  KD1278
 KD1278  STATE/COUNTY-  MO/RAY
 KD1278  USGS QUAD   -  HARDIN (1978)
 KD1278
 KD1278                         *CURRENT SURVEY CONTROL
 KD1278  ___________________________________________________________________
 KD1278* NAD 83(1997)-  39 18 33.18177(N)    093 48 41.11712(W)     ADJUSTED  
 KD1278* NAVD 88     -       221.     (meters)     725.     (feet)  VERTCON   
 KD1278  ___________________________________________________________________
 KD1278  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 KD1278  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD1278
 KD1278  HORZ ORDER  -  SECOND
 KD1278
 KD1278.The horizontal coordinates were established by classical geodetic methods
 KD1278.and adjusted by the National Geodetic Survey in February 2000..
 KD1278
 KD1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1278
 KD1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1278
 KD1278.The geoid height was determined by GEOID03.
 KD1278
 KD1278;                    North         East     Units Scale Factor Converg.
 KD1278;SPC MO W     -   349,002.247   909,385.380   MT  0.99998458   +0 26 10.4
 KD1278;UTM  15      - 4,351,405.480   430,043.977   MT  0.99966025   -0 30 50.6
 KD1278
 KD1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1278!SPC MO W     -   0.99997044  x   0.99998458  =   0.99995502
 KD1278!UTM  15      -   0.99997044  x   0.99966025  =   0.99963070
 KD1278
 KD1278:                Primary Azimuth Mark                     Grid Az
 KD1278:SPC MO W     -  HARDING 1ST BAPT CH STEEPLE              201 54 07.8
 KD1278:UTM  15      -  HARDING 1ST BAPT CH STEEPLE              202 51 08.8
 KD1278
 KD1278|---------------------------------------------------------------------|
 KD1278| PID    Reference Object                     Distance      Geod. Az  |
 KD1278|                                                           dddmmss.s |
 KD1278| CL8675 HARDING 1ST BAPT CH STEEPLE                        2022018.2 |
 KD1278| KD1271 LEXINGTON WATER TANK                APPROX.14.4 KM 2034711.9 |
 KD1278|---------------------------------------------------------------------|
 KD1278
 KD1278                          SUPERSEDED SURVEY CONTROL
 KD1278
 KD1278  NAD 83(1997)-  39 18 33.18300(N)    093 48 41.11981(W) AD(       ) 2
 KD1278  NAD 83(1986)-  39 18 33.18776(N)    093 48 41.11695(W) AD(       ) 2
 KD1278  NAD 27      -  39 18 33.13747(N)    093 48 40.31091(W) AD(       ) 2
 KD1278  NGVD 29 (07/19/86)  221.     (m)          725.     (f) VERT ANG       
 KD1278
 KD1278.Superseded values are not recommended for survey control.
 KD1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1278.See file dsdata.txt to determine how the superseded data were derived.
 KD1278
 KD1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD3004451405(NAD 83)
 KD1278_MARKER: DD = SURVEY DISK
 KD1278_SETTING: 0 = UNSPECIFIED SETTING
 KD1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1278
 KD1278  HISTORY     - Date     Condition        Report By
 KD1278  HISTORY     - 1975     MONUMENTED       USE
 KD1278
 KD1278                          STATION DESCRIPTION
 KD1278
 KD1278'DESCRIBED BY US ENGINEERS 1975
 KD1278'RAY CO., MISSOURI, T-52-N, R-26-W, ABOUT 720 FT E. AND 300 FT
 KD1278'N. OF THE SW. CORNER OF SECTION 15 ON STATE HIGHWAY ROW.  THE
 KD1278'STATION IS LOCATED ON THE NORTH R/W OF STATE ROAD DD, ABOUT 2 FT
 KD1278'SOUTH OF A FENCE LINE.  A C OF E DISC STAMPED DECKER-1975, AND
 KD1278'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KD1278'
 KD1278'TO REACH--FROM THE INTERSECTION OF HIGHWAY 10 AND STATE ROAD
 KD1278'DD NEAR HARDIN, MO., GO N. ON STATE ROAD DD 2.5 MILES TO THE
 KD1278'STATION LOCATED ON THE LEFT.
 KD1278'
 KD1278'REFERENCES--1.45 FT N. TO STEEL POST AND SIGN.
 KD1278'
 KD1278'15.15 FT NE. TO SHINER IN FENCE POST.
 KD1278'
 KD1278'17.58 FT NW. TO SHINER IN FENCE POST.
 KD1278'
 KD1278'27.45 FT S. TO CENTERLINE OF ROAD DD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1337 ***********************************************************************
 LF1337  DESIGNATION -  DECKER
 LF1337  PID         -  LF1337
 LF1337  STATE/COUNTY-  MO/HOLT
 LF1337  USGS QUAD   -  MOUND CITY (1981)
 LF1337
 LF1337                         *CURRENT SURVEY CONTROL
 LF1337  ___________________________________________________________________
 LF1337* NAD 83(1997)-  40 07 45.66443(N)    095 08 21.86323(W)     ADJUSTED  
 LF1337* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 LF1337  ___________________________________________________________________
 LF1337  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 LF1337  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LF1337
 LF1337  HORZ ORDER  -  FIRST
 LF1337
 LF1337.The horizontal coordinates were established by classical geodetic methods
 LF1337.and adjusted by the National Geodetic Survey in February 2000..
 LF1337
 LF1337.The orthometric height was scaled from a topographic map.
 LF1337
 LF1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1337
 LF1337.The geoid height was determined by GEOID03.
 LF1337
 LF1337;                    North         East     Units Scale Factor Converg.
 LF1337;SPC MO W     -   440,025.675   795,504.795   MT  0.99997772   -0 24 43.6
 LF1337;UTM  15      - 4,444,308.049   317,718.701   MT  1.00000904   -1 22 45.3
 LF1337
 LF1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1337!SPC MO W     -   0.99995231  x   0.99997772  =   0.99993003
 LF1337!UTM  15      -   0.99995231  x   1.00000904  =   0.99996135
 LF1337
 LF1337|---------------------------------------------------------------------|
 LF1337| PID    Reference Object                     Distance      Geod. Az  |
 LF1337|                                                           dddmmss.s |
 LF1337| CL6361 DECKER RM 1                          31.592 METERS 00125     |
 LF1337| LF1331 MAITLAND MUNICIPAL TANK             APPROX. 9.7 KM 0344303.8 |
 LF1337| LF1332 AMBER AIRWAY 4 BEACON 7             APPROX. 5.6 KM 1241533.0 |
 LF1337| KE1536 SAVANNAH MUNICIPAL TANK OLD         APPROX.33.6 KM 1281314.7 |
 LF1337| CL6362 DECKER RM 2                          24.854 METERS 25913     |
 LF1337| LF1336 MOUND CITY MUNICIPAL TANK           APPROX. 7.9 KM 2774435.0 |
 LF1337| CL6360 DECKER AZ MK                                       2854208.4 |
 LF1337|---------------------------------------------------------------------|
 LF1337
 LF1337                          SUPERSEDED SURVEY CONTROL
 LF1337
 LF1337  NAD 83(1997)-  40 07 45.66437(N)    095 08 21.86317(W) AD(       ) 1
 LF1337  NAD 83(1997)-  40 07 45.66411(N)    095 08 21.86310(W) AD(       ) 1
 LF1337  NAD 83(1997)-  40 07 45.66522(N)    095 08 21.86248(W) AD(       ) 1
 LF1337  NAD 83(1986)-  40 07 45.66742(N)    095 08 21.85944(W) AD(       ) 1
 LF1337  NAD 27      -  40 07 45.68600(N)    095 08 20.94500(W) AD(       ) 1
 LF1337
 LF1337.Superseded values are not recommended for survey control.
 LF1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1337.See file dsdata.txt to determine how the superseded data were derived.
 LF1337
 LF1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE1771944308(NAD 83)
 LF1337_MARKER: DS = TRIANGULATION STATION DISK
 LF1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1337
 LF1337  HISTORY     - Date     Condition        Report By
 LF1337  HISTORY     - 1945     MONUMENTED       CGS
 LF1337  HISTORY     - 1959     GOOD             CGS
 LF1337  HISTORY     - 1962     GOOD             MOHC
 LF1337  HISTORY     - 1985     GOOD             USE
 LF1337
 LF1337                          STATION DESCRIPTION
 LF1337
 LF1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1337'STATION IS LOCATED ABOUT 5 MILES EAST OF MOUND CITY ON LAND
 LF1337'OWNED BY GORDON DECKER AND OCCUPIED BY HAROLD VINQUIST.  THE MARK
 LF1337'IS SITUATED IN THE SOUTHWEST CORNER OF THE BARN LOT IN REAR OF
 LF1337'THE HOUSE, 44 FEET SOUTH-SOUTHEAST OF THE GARAGE, 13 FEET NORTH
 LF1337'OF AN EAST-WEST FENCE, 10.5 FEET EAST OF A NORTH-SOUTH FENCE AND
 LF1337'10 FEET EAST OF A STANDARD WITNESS POST.  THE MARK IS FLUSH WITH
 LF1337'THE GROUND SURFACE AND THE DISK IS STAMPED DECKER 1945.
 LF1337'
 LF1337'REFERENCE MARK NO. 1 IS 103.65 FEET NORTH OF THE STATION AT THE
 LF1337'SOUTH END OF A FRAME FARM BUILDING.  THE DISK IS STAMPED DECKER
 LF1337'NO 1 1945.
 LF1337'
 LF1337'REFERENCE MARK NO. 2 IS 81.54 FEET WEST OF THE STATION, 70 FEET
 LF1337'WEST OF A NORTH-SOUTH FENCE AND 1 FOOT INSIDE THE GARDEN FENCE.
 LF1337'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LF1337'STAMPED DECKER NO 2 1945.
 LF1337'
 LF1337'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHWEST OF THE
 LF1337'STATION, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 113.  IT IS 42 FEET
 LF1337'NORTH OF THE APPROXIMATE CENTER OF STATE HIGHWAY 113, 29 FEET WEST
 LF1337'OF A TELEPHONE POLE, 2.5 FEET EAST OF A STANDARD WITNESS POST
 LF1337'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCELINE.  THE MARK
 LF1337'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND AND THE
 LF1337'DISK IS STAMPED DECKER 1945.
 LF1337'
 LF1337'TO REACH THE STATION FROM MOUND CITY, GO EAST ON U.S. HIGHWAY 275
 LF1337'FOR 4.7 MILES TO THE JUNCTION OF STATE HIGHWAY 113.  TURN LEFT
 LF1337'ON STATE HIGHWAY 113 AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE
 LF1337'LEFT.  CONTINUE 0.2 MILE TO THE DECKER FARM DRIVEWAY.  TURN RIGHT
 LF1337'AND GO ABOUT 200 FEET TO THE STATION IN REAR OF THE HOUSE AS
 LF1337'DESCRIBED.
 LF1337'
 LF1337'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LF1337
 LF1337                          STATION RECOVERY (1959)
 LF1337
 LF1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LF1337'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LF1337'GOOD CONDITION.  A NEW WITNESS SIGNPOST WAS PLACED NEARBY THE
 LF1337'AZIMUTH MARK.
 LF1337
 LF1337                          STATION RECOVERY (1962)
 LF1337
 LF1337'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1962 (PEC)
 LF1337'STATION MARK, REFERENCE MARK AND AZIMUTH MARK FOUND IN GOOD
 LF1337'CONDITION.
 LF1337
 LF1337                          STATION RECOVERY (1985)
 LF1337
 LF1337'RECOVERY NOTE BY US ENGINEERS 1985
 LF1337'FOUND MONUMENT IN GOOD CONDITION - IT IS NOW ON LAND OWNED BY JOHN
 LF1337'MCCARTY - THE GARAGE ALL FENCES ARE GONE - NO WITNESS POST - REF
 LF1337'NO. 2 HAS BEEN DAMAGED, IT IS IN FIELD UNDER CULTIVATION - REF NO. 1
 LF1337'HAS BEEN DAMAGED, IT IS ON NORTH SIDE OF DRIVE TO HOUSE AND IS
 LF1337'LEANING. - AZI. MARK FOUND O.K.  NO WITNESS POST, THE TELEPHONE
 LF1337'POLE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2729 ***********************************************************************
 JD2729  DESIGNATION -  DEEPWATER DICKEYS CLAY PLT TK
 JD2729  PID         -  JD2729
 JD2729  STATE/COUNTY-  MO/HENRY
 JD2729  USGS QUAD   -  CLINTON SOUTH (1981)
 JD2729
 JD2729                         *CURRENT SURVEY CONTROL
 JD2729  ___________________________________________________________________
 JD2729* NAD 83(1997)-  38 15 35.50631(N)    093 45 54.96433(W)     ADJUSTED  
 JD2729* NAVD 88     -                                                        
 JD2729  ___________________________________________________________________
 JD2729  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 JD2729  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JD2729
 JD2729  HORZ ORDER  -  THIRD
 JD2729
 JD2729.The horizontal coordinates were established by classical geodetic methods
 JD2729.and adjusted by the National Geodetic Survey in February 2000..
 JD2729
 JD2729
 JD2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2729
 JD2729.The geoid height was determined by GEOID03.
 JD2729
 JD2729;                    North         East     Units Scale Factor Converg.
 JD2729;SPC MO W     -   232,548.068   914,301.578   MT  0.99999208   +0 27 17.9
 JD2729;UTM  15      - 4,234,924.860   433,048.839   MT  0.99965520   -0 28 26.0
 JD2729
 JD2729                          SUPERSEDED SURVEY CONTROL
 JD2729
 JD2729  NAD 83(1997)-  38 15 35.50751(N)    093 45 54.96418(W) AD(       ) 4
 JD2729  NAD 83(1986)-  38 15 35.51545(N)    093 45 54.96248(W) AD(       ) 4
 JD2729  NAD 27      -  38 15 35.42273(N)    093 45 54.19769(W) AD(       ) 3
 JD2729
 JD2729.Superseded values are not recommended for survey control.
 JD2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2729.See file dsdata.txt to determine how the superseded data were derived.
 JD2729
 JD2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3304934925(NAD 83)
 JD2729_MARKER: 53 = ELEVATED TANK
 JD2729
 JD2729  HISTORY     - Date     Condition        Report By
 JD2729  HISTORY     - 1948     FIRST OBSERVED   CGS
 JD2729
 JD2729                          STATION DESCRIPTION
 JD2729
 JD2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2729'LOCATED AT THE EAST EDGE OF THE CITY LIMITS, 1 BLOCK
 JD2729'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE MAIN PLANT AND 60
 JD2729'FEET EAST OF A NORTH-SOUTH DIRT ROAD.
 JD2729'
 JD2729'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED BLACK AND SUPPORTING
 JD2729'AN ELONGATED TANK WITH A CONICAL SHAPED TOP.  THE HEIGHT IS
 JD2729'ABOUT 110 FEET.
 JD2729'
 JD2729'THE POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2730 ***********************************************************************
 JD2730  DESIGNATION -  DEEPWATER MUNICIPAL TANK
 JD2730  PID         -  JD2730
 JD2730  STATE/COUNTY-  MO/HENRY
 JD2730  USGS QUAD   -  CLINTON SOUTH (1981)
 JD2730
 JD2730                         *CURRENT SURVEY CONTROL
 JD2730  ___________________________________________________________________
 JD2730* NAD 83(1997)-  38 15 40.58590(N)    093 46 17.10535(W)     ADJUSTED  
 JD2730* NAVD 88     -                                                        
 JD2730  ___________________________________________________________________
 JD2730  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 JD2730  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JD2730
 JD2730  HORZ ORDER  -  THIRD
 JD2730
 JD2730.The horizontal coordinates were established by classical geodetic methods
 JD2730.and adjusted by the National Geodetic Survey in February 2000..
 JD2730
 JD2730
 JD2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2730
 JD2730.The geoid height was determined by GEOID03.
 JD2730
 JD2730;                    North         East     Units Scale Factor Converg.
 JD2730;SPC MO W     -   232,700.428   913,762.084   MT  0.99999123   +0 27 04.3
 JD2730;UTM  15      - 4,235,085.891   432,512.066   MT  0.99965609   -0 28 39.8
 JD2730
 JD2730                          SUPERSEDED SURVEY CONTROL
 JD2730
 JD2730  NAD 83(1997)-  38 15 40.58708(N)    093 46 17.10528(W) AD(       ) 4
 JD2730  NAD 83(1986)-  38 15 40.59501(N)    093 46 17.10352(W) AD(       ) 4
 JD2730  NAD 27      -  38 15 40.49520(N)    093 46 16.33810(W) AD(       ) 3
 JD2730
 JD2730.Superseded values are not recommended for survey control.
 JD2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2730.See file dsdata.txt to determine how the superseded data were derived.
 JD2730
 JD2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3251235086(NAD 83)
 JD2730_MARKER: 53 = ELEVATED TANK
 JD2730
 JD2730  HISTORY     - Date     Condition        Report By
 JD2730  HISTORY     - 1948     FIRST OBSERVED   CGS
 JD2730
 JD2730                          STATION DESCRIPTION
 JD2730
 JD2730'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2730'LOCATED IN THE NORTH CENTER SECTION OF TOWN, 1/2 BLOCK EAST OF
 JD2730'THE NORTH END OF THE BUSINESS DISTRICT AND 1/2 BLOCK SOUTH OF
 JD2730'AN EAST-WEST STREET.
 JD2730'
 JD2730'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER AND SUPPORTING A
 JD2730'SQUAT-TYPE TANK WITH A CONICAL SHAPED TOP.  THE HEIGHT IS 140
 JD2730'FEET.
 JD2730'
 JD2730'THE POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2514 ***********************************************************************
 JD2514  DESIGNATION -  DEER
 JD2514  PID         -  JD2514
 JD2514  STATE/COUNTY-  MO/BOONE
 JD2514  USGS QUAD   -  ASHLAND (1981)
 JD2514
 JD2514                         *CURRENT SURVEY CONTROL
 JD2514  ___________________________________________________________________
 JD2514* NAD 83(1997)-  38 52 16.85337(N)    092 15 08.92255(W)     ADJUSTED  
 JD2514* NAVD 88     -       259.98   (+/-2cm)     853.0    (feet)  VERTCON   
 JD2514  ___________________________________________________________________
 JD2514  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 JD2514  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD2514
 JD2514  HORZ ORDER  -  SECOND
 JD2514  VERT ORDER  -  THIRD ? (See Below)
 JD2514
 JD2514.The horizontal coordinates were established by classical geodetic methods
 JD2514.and adjusted by the National Geodetic Survey in February 2000..
 JD2514
 JD2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2514.The vertical order pertains to the NGVD 29 superseded value.
 JD2514
 JD2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2514
 JD2514.The geoid height was determined by GEOID03.
 JD2514
 JD2514;                    North         East     Units Scale Factor Converg.
 JD2514;SPC MO C     -   337,178.674   521,479.256   MT  0.99993901   +0 09 19.2
 JD2514;UTM  15      - 4,302,765.591   564,846.649   MT  0.99965178   +0 28 08.9
 JD2514
 JD2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2514!SPC MO C     -   0.99996432  x   0.99993901  =   0.99990334
 JD2514!UTM  15      -   0.99996432  x   0.99965178  =   0.99961612
 JD2514
 JD2514:                Primary Azimuth Mark                     Grid Az
 JD2514:SPC MO C     -  DEER 2 AZ MK                             006 33 53.9
 JD2514:UTM  15      -  DEER 2 AZ MK                             006 15 04.2
 JD2514
 JD2514|---------------------------------------------------------------------|
 JD2514| PID    Reference Object                     Distance      Geod. Az  |
 JD2514|                                                           dddmmss.s |
 JD2514| CN6731 DEER 2 AZ MK                                       0064313.1 |
 JD2514| CN6729 DEER RM 1                            31.687 METERS 02328     |
 JD2514| JD2512 DEER 2                               90.596 METERS 08326     |
 JD2514| JD2516 TT 16 C                             APPROX. 1.1 KM 1703125.2 |
 JD2514| CN6730 DEER RM 2                            45.281 METERS 17741     |
 JD2514|---------------------------------------------------------------------|
 JD2514
 JD2514                          SUPERSEDED SURVEY CONTROL
 JD2514
 JD2514  NAD 83(1986)-  38 52 16.86207(N)    092 15 08.92717(W) AD(       ) 2
 JD2514  NAD 27      -  38 52 16.71260(N)    092 15 08.25620(W) AD(       ) 2
 JD2514  NGVD 29 (07/19/86)  259.96   (m)          852.9    (f) LEVELING    3  
 JD2514
 JD2514.Superseded values are not recommended for survey control.
 JD2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2514.See file dsdata.txt to determine how the superseded data were derived.
 JD2514
 JD2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6484702766(NAD 83)
 JD2514_MARKER: DS = TRIANGULATION STATION DISK
 JD2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2514
 JD2514  HISTORY     - Date     Condition        Report By
 JD2514  HISTORY     - 1949     MONUMENTED       CGS
 JD2514  HISTORY     - 1967     GOOD             CGS
 JD2514  HISTORY     - 1969     GOOD             CGS
 JD2514
 JD2514                          STATION DESCRIPTION
 JD2514
 JD2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2514'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF COLUMBIA, ABOUT
 JD2514'3/4 MILE NORTH OF DEER PARK, ON LAND OWNED AND OCCUPIED BY MRS.
 JD2514'D.W. DUFRANC.  IT IS 51 FEET EAST OF THE CENTERLINE OF U.S.
 JD2514'HIGHWAY 63, 22 FEET EAST OF THE RIGHT-OF-WAY FENCELINE, AND 43
 JD2514'NORTHEAST OF THE NORTH END OF A CATTLE GUARD.  THE DISK IS
 JD2514'STAMPED DEER 1949 AND IS SET FLUSH WITH THE SURFACE OF THE
 JD2514'GROUND.
 JD2514'
 JD2514'REFERENCE MARK NO. 1 IS 80 FEET EAST OF A FENCE CORNER, 6
 JD2514'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED, AND 6 INCHES
 JD2514'SOUTH OF A FENCELINE.  THE DISK IS STAMPED DEER NO. 1 1949 AND
 JD2514'PROJECTS 4 INCHES.
 JD2514'
 JD2514'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE CENTERLINE OF THE
 JD2514'HIGHWAY, 1 FOOT NORTH OF A CONCRETE, RIGHT-OF-WAY POST, AND 6
 JD2514'INCHES EAST OF THE RIGHT-OF-WAY FENCELINE.  THE DISK IS STAMPED
 JD2514'DEER NO. 2 1949 AND PROJECTS 4 INCHES.
 JD2514'
 JD2514'TT 16 C 1930 (USGS) WAS USED AS THE AZIMUTH MARK FOR THIS STATION.
 JD2514'IT IS LOCATED AT THE SOUTHWEST CORNER OF THE CROSS ROAD, IN THE
 JD2514'SMALL COMMUNITY OF DEER PARK.  IT IS 31 FEET WEST OF THE
 JD2514'CENTERLINE OF HIGHWAY 63, 16 FEET SOUTH OF THE CENTERLINE OF
 JD2514'THE CROSS ROAD, 6 FEET SOUTH OF THE SOUTH END OF A CONCRETE
 JD2514'CULVERT, AND 2.5 FEET WEST OF A TELEPHONE POLE.  IT IS A USGS
 JD2514'DISK, SET IN THE TOP OF AN 8 INCH SQUARE, CONCRETE POST WHICH
 JD2514'PROJECTS 4 INCHES.  A TRAVERSE CONNECTION WAS MADE TO THIS
 JD2514'MARK FROM THE STATION.
 JD2514'
 JD2514'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 63,
 JD2514'AT THE NORTHEAST EDGE OF COLUMBIA, GO SOUTH ON HIGHWAY 63 FOR
 JD2514'7.7 MILES TO A STORE AND GAS STATION ON THE LEFT.  CONTINUE
 JD2514'SOUTH FOR 0.05 MILE TO A CATTLE GUARD ON THE LEFT AND THE
 JD2514'STATION AS DESCRIBED.
 JD2514'
 JD2514'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JD2514
 JD2514                          STATION RECOVERY (1967)
 JD2514
 JD2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JD2514'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JD2514'AND THE AZIMUTH MARK TT 16 C (USGS) WERE RECOVERED AS DESCRIBED
 JD2514'AND FOUND IN GOOD CONDITION.
 JD2514'
 JD2514'THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK BY 0.04 FEET.
 JD2514'
 JD2514'THE DISTANCE TO REFERENCE MARK NO. 2 FAILED TO CHECK BY 0.05
 JD2514'FEET.
 JD2514'
 JD2514'THE DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 JD2514'
 JD2514'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JD2514'
 JD2514'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70
 JD2514'AND U.S. HIGHWAY 63 AT THE NORTHEAST SIDE OF COLUMBIA, GO SOUTH
 JD2514'ON U.S. HIGHWAY 63 FOR 7.0 MILES TO A SERVICE STATION AND STORE
 JD2514'ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 63 FOR 0.05 MILE
 JD2514'TO A CATTLE GUARD AND THE STATION ON THE LEFT.  (CONTINUE SOUTH
 JD2514'ON U.S. HIGHWAY 63 FOR 0.8 MILE TO A CROSSROAD AT DEER PARK
 JD2514'AND TT 16C (USGS) (AZIMUTH MARK) IN THE SOUTHWEST ANGLE OF THE
 JD2514'CROSSROAD.
 JD2514'
 JD2514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3/4 MILE
 JD2514'NORTH OF DEER PARK.
 JD2514
 JD2514                          STATION RECOVERY (1969)
 JD2514
 JD2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JD2514'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 JD2514'WERE IN THE WAY OF ROAD CONSTRUCTION ON U.S. HIGHWAY 63 AND
 JD2514'WERE MOVED AT THE REQUEST OF THE MISSOURI STATE HIGHWAY
 JD2514'DEPARTMENT.  REFERENCE MARK NO. 1 WAS NOT RECOVERED AND ALL
 JD2514'INDICATION FROM OLD TIES SHOW THE MARK WAS DESTROYED BY ROAD
 JD2514'CONSTRUCTION.
 JD2514'
 JD2514'DEER 2 WAS ESTABLISHED.  FOR FURTHER INFORMATION SEE THE
 JD2514'DESCRIPTION FOR DEER 2.
 JD2514'
 JD2514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MILES
 JD2514'SOUTHEAST OF COLUMBIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1015 ***********************************************************************
 HC1015  DESIGNATION -  DEER
 HC1015  PID         -  HC1015
 HC1015  STATE/COUNTY-  MO/REYNOLDS
 HC1015  USGS QUAD   -  ELLINGTON (1985)
 HC1015
 HC1015                         *CURRENT SURVEY CONTROL
 HC1015  ___________________________________________________________________
 HC1015* NAD 83(1997)-  37 12 04.94284(N)    090 59 52.07786(W)     ADJUSTED  
 HC1015* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 HC1015  ___________________________________________________________________
 HC1015  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 HC1015  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HC1015
 HC1015  HORZ ORDER  -  SECOND
 HC1015
 HC1015.The horizontal coordinates were established by classical geodetic methods
 HC1015.and adjusted by the National Geodetic Survey in February 2000..
 HC1015
 HC1015.The orthometric height was scaled from a topographic map.
 HC1015
 HC1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1015
 HC1015.The geoid height was determined by GEOID03.
 HC1015
 HC1015;                    North         East     Units Scale Factor Converg.
 HC1015;SPC MO E     -   151,915.444   205,809.963   MT  0.99995738   -0 18 03.5
 HC1015;UTM  15      - 4,119,089.268   677,686.850   MT  0.99998894   +1 12 39.2
 HC1015
 HC1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1015!SPC MO E     -   0.99995195  x   0.99995738  =   0.99990933
 HC1015!UTM  15      -   0.99995195  x   0.99998894  =   0.99994089
 HC1015
 HC1015|---------------------------------------------------------------------|
 HC1015| PID    Reference Object                     Distance      Geod. Az  |
 HC1015|                                                           dddmmss.s |
 HC1015| CI4242 DEER RM 3                            76.581 METERS 03418     |
 HC1015| CI4240 DEER RM 1                            29.228 METERS 05519     |
 HC1015| CI4241 DEER RM 2                            23.678 METERS 13332     |
 HC1015| HC0786 PAINT                               APPROX. 9.0 KM 2042750.5 |
 HC1015| HC1014 DEER RUN LOOKOUT TOWER               19.970 METERS 32508     |
 HC1015|---------------------------------------------------------------------|
 HC1015
 HC1015                          SUPERSEDED SURVEY CONTROL
 HC1015
 HC1015  NAD 83(1986)-  37 12 04.95431(N)    090 59 52.07633(W) AD(       ) 2
 HC1015  NAD 27      -  37 12 04.78150(N)    090 59 51.62490(W) AD(       ) 2
 HC1015
 HC1015.Superseded values are not recommended for survey control.
 HC1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1015.See file dsdata.txt to determine how the superseded data were derived.
 HC1015
 HC1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB7768719089(NAD 83)
 HC1015_MARKER: DS = TRIANGULATION STATION DISK
 HC1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1015
 HC1015  HISTORY     - Date     Condition        Report By
 HC1015  HISTORY     - 1962     MONUMENTED       CGS
 HC1015
 HC1015                          STATION DESCRIPTION
 HC1015
 HC1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1015'STATION IS LOCATED ABOUT, 3 MILES SOUTHWEST OF ELLINGTON, IN THE
 HC1015'DEER RUN STATE PARK, AND IN THE NW 1/4 OF SEC. 18, T-29-N, R-1-E.
 HC1015'IT IS 54 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A LOOKOUT TOWER,
 HC1015'43 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 37 FEET SOUTH
 HC1015'OF THE SOUTHWEST CORNER OF A SMALL GRAVELED PARKING LOT AND 32
 HC1015'FEET SOUTH OF A 15 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE
 HC1015'DISK IS STAMPED DEER 1962.
 HC1015'
 HC1015'TO REACH THE STATION FROM THE POST OFFICE IN ELLINGTON, GO WEST
 HC1015'ON THE PAVED STREET FOR 0.05 MILE TO A STREET.  CROSS THE STREET
 HC1015'AND GO WEST FOR ABOUT 30 FEET TO ANOTHER STREET.  TURN LEFT
 HC1015'AND GO SOUTH ON THE STREET FOR 1.2 MILES TO THE END OF PAVEMENT
 HC1015'AND A SIGN ON THE LEFT DEER RUN LOOKOUT TOWER.  TURN RIGHT ON A
 HC1015'GRAVELED ROAD AND GO WESTERLY FOR 2.2 MILES TO A LOOKOUT TOWER
 HC1015'ON THE RIGHT AND THE STATION.
 HC1015'
 HC1015'REFERENCE MARK 1 IS 23 FEET NORTH OF A 40 INCH OAK TREE, 15 FEET
 HC1015'EAST OF THE CENTERLINE OF THE ROAD AND 6 FEET SOUTH OF A 6 INCH
 HC1015'PINE TREE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 HC1015'DEER NO 1 1962.
 HC1015'
 HC1015'REFERENCE MARK 2 IS 25 FEET EAST OF THE CENTERLINE OF THE ROAD,
 HC1015'11 FEET NORTH OF A 14 INCH OAK TREE AND 5 FEET SOUTHWEST OF A
 HC1015'12 INCH OAK TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 HC1015'IS STAMPED DEER NO 2 1962.
 HC1015'
 HC1015'REFERENCE MARK 3 IS 35 FEET NORTHEAST OF A TELEPHONE POLE, 32
 HC1015'FEET WEST OF THE CENTERLINE OF THE ROAD AND 2 FEET SOUTH OF A
 HC1015'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 HC1015'STAMPED DEER NO 3 1962.
 HC1015'
 HC1015'NO MEASUREMENT BETWEEN REFERENCE MARKS, TREES ON LINE.
 HC1015'
 HC1015'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2512 ***********************************************************************
 JD2512  DESIGNATION -  DEER 2
 JD2512  PID         -  JD2512
 JD2512  STATE/COUNTY-  MO/BOONE
 JD2512  USGS QUAD   -  ASHLAND (1981)
 JD2512
 JD2512                         *CURRENT SURVEY CONTROL
 JD2512  ___________________________________________________________________
 JD2512* NAD 83(1997)-  38 52 17.18926(N)    092 15 05.18904(W)     ADJUSTED  
 JD2512* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 JD2512  ___________________________________________________________________
 JD2512  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 JD2512  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD2512
 JD2512  HORZ ORDER  -  THIRD
 JD2512
 JD2512.The horizontal coordinates were established by classical geodetic methods
 JD2512.and adjusted by the National Geodetic Survey in February 2000..
 JD2512.No horizontal observational check was made to the station.
 JD2512
 JD2512.The orthometric height was scaled from a topographic map.
 JD2512
 JD2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2512
 JD2512.The geoid height was determined by GEOID03.
 JD2512
 JD2512;                    North         East     Units Scale Factor Converg.
 JD2512;SPC MO C     -   337,189.276   521,569.224   MT  0.99993906   +0 09 21.6
 JD2512;UTM  15      - 4,302,776.682   564,936.531   MT  0.99965192   +0 28 11.3
 JD2512
 JD2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2512!SPC MO C     -   0.99996447  x   0.99993906  =   0.99990354
 JD2512!UTM  15      -   0.99996447  x   0.99965192  =   0.99961641
 JD2512
 JD2512|---------------------------------------------------------------------|
 JD2512| PID    Reference Object                     Distance      Geod. Az  |
 JD2512|                                                           dddmmss.s |
 JD2512| CN6733 DEER 2 RM 4                           8.982 METERS 16801     |
 JD2512| JD2514 DEER                                 90.596 METERS 26326     |
 JD2512| CN6731 DEER 2 AZ MK                                       3424643.5 |
 JD2512| CN6732 DEER 2 RM 3                          11.803 METERS 34957     |
 JD2512|---------------------------------------------------------------------|
 JD2512
 JD2512                          SUPERSEDED SURVEY CONTROL
 JD2512
 JD2512  NAD 83(1986)-  38 52 17.19796(N)    092 15 05.19368(W) AD(       ) 3
 JD2512  NAD 27      -  38 52 17.04840(N)    092 15 04.52293(W) AD(       ) 3
 JD2512
 JD2512.Superseded values are not recommended for survey control.
 JD2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2512.See file dsdata.txt to determine how the superseded data were derived.
 JD2512
 JD2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6493702777(NAD 83)
 JD2512_MARKER: DS = TRIANGULATION STATION DISK
 JD2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2512
 JD2512  HISTORY     - Date     Condition        Report By
 JD2512  HISTORY     - 1969     MONUMENTED       CGS
 JD2512  HISTORY     - 1971     GOOD             NGS
 JD2512
 JD2512                          STATION DESCRIPTION
 JD2512
 JD2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JD2512'LOCATED ABOUT 7 MILES SOUTHEAST OF COLUMBIA, 3/4 MILES NORTH
 JD2512'OF THE OLD VILLAGE OF DEER PARK, AND ON THE EAST RIGHT-OF-WAY
 JD2512'OF U.S. HIGHWAY 63.
 JD2512'
 JD2512'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 JD2512'70 AND U.S. HIGHWAY 63 AT THE NORTHEAST SIDE OF COLUMBIA, GO
 JD2512'SOUTH U.S. HIGHWAY 63 FOR 5.85 MILES TO WILLIAMS BROTHERS
 JD2512'PIPELINE COMPANY ON THE RIGHT AND THE TV TOWER ON THE LEFT,
 JD2512'CONTINUE SOUTH ON U.S. HIGHWAY 63 FOR 1.05 MILES TO THE AZIMUTH
 JD2512'MARK ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 63 FOR 0.15
 JD2512'MILE TO A LANE LEADING TO A FARMHOUSE AND THE STATION ON THE
 JD2512'LEFT.
 JD2512'
 JD2512'STATION MARKS ARE STANDARD DISK STAMPED DEER 2 1969.  THE
 JD2512'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 JD2512'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 198 FEET EAST
 JD2512'OF THE CENTER OF U.S. HIGHWAY 63, 49 FEET NORTHWEST OF THE
 JD2512'NORTHWEST CORNER OF A CATTLE GUARD, 47.5 FEET NORTH OF THE
 JD2512'CENTER OF A DRIVEWAY, 30 FEET NORTH OF A CORNER FENCE POST, AND
 JD2512'1.5 FEET WEST OF A METAL WITNESS POST SET IN A NORTH-SOUTH
 JD2512'FENCELINE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 JD2512'IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE
 JD2512'GROUND.
 JD2512'
 JD2512'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DEER 2 NO. 3 1969,
 JD2512'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 JD2512'THE SURFACE OF THE GROUND.  IT IS 68 FEET NORTH OF THE CORNER
 JD2512'FENCE POST, 199 FEET EAST OF THE CENTER OF U.S. HIGHWAY 63,
 JD2512'AND 1 FOOT WEST OF THE FENCE.
 JD2512'
 JD2512'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DEER 2 NO. 4
 JD2512'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 JD2512'WITH THE SURFACE OF THE GROUND.  IT IS 199 FEET EAST OF THE
 JD2512'CENTER OF U.S. HIGHWAY 63, 18 FEET NORTH OF THE CENTER OF THE
 JD2512'DRIVEWAY, AND 1 FOOT WEST OF THE CORNER FENCE POST.
 JD2512'
 JD2512'AZIMUTH MARK, A STANDARD DISK STAMPED DEER 2 1969, IS SET IN THE
 JD2512'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 200
 JD2512'FEET EAST OF THE CENTER OF U.S. HIGHWAY 63, 3.5 FEET SOUTH OF A
 JD2512'POWERLINE POLE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 JD2512
 JD2512                          STATION RECOVERY (1971)
 JD2512
 JD2512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2512'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 JD2512'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JD2512'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JD2512'FOR RECOVERY.
 JD2512'
 JD2512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2512'ABOUT 7 MILES SE OF COLUMBIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1014 ***********************************************************************
 HC1014  DESIGNATION -  DEER RUN LOOKOUT TOWER
 HC1014  PID         -  HC1014
 HC1014  STATE/COUNTY-  MO/REYNOLDS
 HC1014  USGS QUAD   -  ELLINGTON (1985)
 HC1014
 HC1014                         *CURRENT SURVEY CONTROL
 HC1014  ___________________________________________________________________
 HC1014* NAD 83(1997)-  37 12 05.47435(N)    090 59 52.54075(W)     ADJUSTED  
 HC1014* NAVD 88     -                                                        
 HC1014  ___________________________________________________________________
 HC1014  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 HC1014  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HC1014
 HC1014  HORZ ORDER  -  THIRD
 HC1014
 HC1014.The horizontal coordinates were established by classical geodetic methods
 HC1014.and adjusted by the National Geodetic Survey in February 2000..
 HC1014
 HC1014
 HC1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1014
 HC1014.The geoid height was determined by GEOID03.
 HC1014
 HC1014;                    North         East     Units Scale Factor Converg.
 HC1014;SPC MO E     -   151,931.888   205,798.635   MT  0.99995739   -0 18 03.8
 HC1014;UTM  15      - 4,119,105.408   677,675.092   MT  0.99998889   +1 12 38.9
 HC1014
 HC1014                          SUPERSEDED SURVEY CONTROL
 HC1014
 HC1014  NAD 83(1986)-  37 12 05.48587(N)    090 59 52.53911(W) AD(       ) 4
 HC1014  NAD 27      -  37 12 05.31300(N)    090 59 52.08800(W) AD(       ) 3
 HC1014
 HC1014.Superseded values are not recommended for survey control.
 HC1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1014.See file dsdata.txt to determine how the superseded data were derived.
 HC1014
 HC1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB7767519105(NAD 83)
 HC1014_MARKER: 57 = LOOKOUT TOWER
 HC1014
 HC1014  HISTORY     - Date     Condition        Report By
 HC1014  HISTORY     - 1962     FIRST OBSERVED   CGS
 HC1014
 HC1014                          STATION DESCRIPTION
 HC1014
 HC1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1014'STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT IS A 4 LEGGED
 HC1014'STEEL STRUCTURE WITH AN ENCLOSED OBSERVING ROOM AT THE TOP.  THE
 HC1014'TOWER IS OWNED BY THE STATE AND HAS AN OVERALL HEIGHT OF ABOUT
 HC1014'100 FEET.
 HC1014'
 HC1014'TOWER IS LOCATED ABOUT 3 MILES SOUTHWEST OF ELLINGTON AND IN THE
 HC1014'DEER RUN STATE PARK.
 HC1014'
 HC1014'TO REACH THE TOWER FROM THE U.S. POST OFFICE IN ELLINGTON, GO
 HC1014'WEST ON THE PAVED STREET FOR 0.05 MILE TO A STREET.  CROSS THE
 HC1014'STREET AND GO WEST FOR ABOUT 30 FEET TO ANOTHER STREET.  TURN
 HC1014'LEFT AND GO SOUTH ON THE STREET FOR 1.2 MILES TO THE END OF
 HC1014'PAVEMENT, A SIDE ROAD RIGHT AND A SIGN ON THE LEFT DEER RUN
 HC1014'LOOKOUT TOWER.  TURN RIGHT AND GO WESTERLY ON THE GRAVELED ROAD
 HC1014'FOR 2.2 MILES TO THE TOWER ON THE RIGHT.
 HC1014'
 HC1014'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DEER AND
 HC1014'THE DISTANCE IS 65.5 FEET, 19.97 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1760 ***********************************************************************
 GD1760  DESIGNATION -  DEERING MUNICIPAL TANK
 GD1760  PID         -  GD1760
 GD1760  STATE/COUNTY-  MO/PEMISCOT
 GD1760  USGS QUAD   -  DEERING (1978)
 GD1760
 GD1760                         *CURRENT SURVEY CONTROL
 GD1760  ___________________________________________________________________
 GD1760* NAD 83(1997)-  36 11 23.80764(N)    089 53 02.35212(W)     ADJUSTED  
 GD1760* NAVD 88     -                                                        
 GD1760  ___________________________________________________________________
 GD1760  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 GD1760  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD1760
 GD1760  HORZ ORDER  -  THIRD
 GD1760
 GD1760.The horizontal coordinates were established by classical geodetic methods
 GD1760.and adjusted by the National Geodetic Survey in February 2000..
 GD1760
 GD1760
 GD1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1760
 GD1760.The geoid height was determined by GEOID03.
 GD1760
 GD1760;                    North         East     Units Scale Factor Converg.
 GD1760;SPC MO E     -    39,742.757   305,405.165   MT  0.99997114   +0 21 49.5
 GD1760;UTM  16      - 4,008,872.391   240,664.453   MT  1.00042875   -1 42 13.8
 GD1760
 GD1760                          SUPERSEDED SURVEY CONTROL
 GD1760
 GD1760  NAD 83(1997)-  36 11 23.81026(N)    089 53 02.35261(W) AD(       ) 4
 GD1760  NAD 83(1997)-  36 11 23.81138(N)    089 53 02.35276(W) AD(       ) 4
 GD1760  NAD 83(1997)-  36 11 23.81745(N)    089 53 02.35169(W) AD(       ) 4
 GD1760  NAD 83(1986)-  36 11 23.82045(N)    089 53 02.35063(W) AD(       ) 4
 GD1760  NAD 27      -  36 11 23.57800(N)    089 53 02.03900(W) AD(       ) 3
 GD1760
 GD1760.Superseded values are not recommended for survey control.
 GD1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1760.See file dsdata.txt to determine how the superseded data were derived.
 GD1760
 GD1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF4066408872(NAD 83)
 GD1760_MARKER: 53 = ELEVATED TANK
 GD1760
 GD1760  HISTORY     - Date     Condition        Report By
 GD1760  HISTORY     - 1953     FIRST OBSERVED   CGS
 GD1760  HISTORY     - 1969     GOOD             CGS
 GD1760
 GD1760                          STATION DESCRIPTION
 GD1760
 GD1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1760'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE TOWN OF DEERING, 60
 GD1760'FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD AND 50 FEET WEST OF THE
 GD1760'WEST SIDE OF A BLACKSMITH SHOP.
 GD1760'
 GD1760'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 GD1760'OVERALL HEIGHT IS 130 FEET.  THERE IS A TIN FLAG AND A BALL AT THE
 GD1760'APEX OF THE TANK.  THE BALL WAS THE POINT OBSERVED UPON.
 GD1760
 GD1760                          STATION RECOVERY (1969)
 GD1760
 GD1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1760'THIS TANK WAS RECOVERED AND OCCUPIES THE EXACT ORIGINAL POSITION
 GD1760'AS WHEN POSITIONED IN 1953.
 GD1760'
 GD1760'THE ORIGINAL DESCRIPTION OF THE TANK IS COMPLETELY ADEQUATE.
 GD1760'
 GD1760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DEERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1065 ***********************************************************************
 HC1065  DESIGNATION -  DELBRIDGE
 HC1065  PID         -  HC1065
 HC1065  STATE/COUNTY-  MO/WASHINGTON
 HC1065  USGS QUAD   -  PALMER (1958)
 HC1065
 HC1065                         *CURRENT SURVEY CONTROL
 HC1065  ___________________________________________________________________
 HC1065* NAD 83(1997)-  37 47 36.94403(N)    090 58 34.69599(W)     ADJUSTED  
 HC1065* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 HC1065  ___________________________________________________________________
 HC1065  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 HC1065  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HC1065
 HC1065  HORZ ORDER  -  THIRD
 HC1065
 HC1065.The horizontal coordinates were established by classical geodetic methods
 HC1065.and adjusted by the National Geodetic Survey in February 2000..
 HC1065
 HC1065.The orthometric height was scaled from a topographic map.
 HC1065
 HC1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1065
 HC1065.The geoid height was determined by GEOID03.
 HC1065
 HC1065;                    North         East     Units Scale Factor Converg.
 HC1065;SPC MO E     -   217,630.848   208,050.701   MT  0.99995500   -0 17 30.8
 HC1065;UTM  15      - 4,184,843.229   678,181.206   MT  0.99999105   +1 14 25.7
 HC1065
 HC1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1065!SPC MO E     -   0.99994580  x   0.99995500  =   0.99990081
 HC1065!UTM  15      -   0.99994580  x   0.99999105  =   0.99993685
 HC1065
 HC1065:                Primary Azimuth Mark                     Grid Az
 HC1065:SPC MO E     -  DELBRIDGE AZ MK                          163 40 20.7
 HC1065:UTM  15      -  DELBRIDGE AZ MK                          162 08 24.2
 HC1065
 HC1065|---------------------------------------------------------------------|
 HC1065| PID    Reference Object                     Distance      Geod. Az  |
 HC1065|                                                           dddmmss.s |
 HC1065| CI4250 DELBRIDGE AZ MK                                    1632249.9 |
 HC1065| CI4251 DELBRIDGE RM 1                       27.497 METERS 16852     |
 HC1065| CI4252 DELBRIDGE RM 2                       29.192 METERS 24646     |
 HC1065|---------------------------------------------------------------------|
 HC1065
 HC1065                          SUPERSEDED SURVEY CONTROL
 HC1065
 HC1065  NAD 83(1986)-  37 47 36.96008(N)    090 58 34.69277(W) AD(       ) 3
 HC1065  NAD 27      -  37 47 36.78600(N)    090 58 34.21900(W) AD(       ) 3
 HC1065
 HC1065.Superseded values are not recommended for survey control.
 HC1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1065.See file dsdata.txt to determine how the superseded data were derived.
 HC1065
 HC1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB7818184843(NAD 83)
 HC1065_MARKER: DS = TRIANGULATION STATION DISK
 HC1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1065
 HC1065  HISTORY     - Date     Condition        Report By
 HC1065  HISTORY     - 1956     MONUMENTED       CGS
 HC1065
 HC1065                          STATION DESCRIPTION
 HC1065
 HC1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1065'THE STATION IS LOCATED, AIRLINE, ABOUT 15 MILES SOUTHWEST OF
 HC1065'POTOSI, 8 MILES WEST OF BELGRADE AND 3/4 MILE EAST OF DELBRIDGE.
 HC1065'
 HC1065'THE STATION MARK IS A STANDARD DISK STAMPED DELBRIDGE 1956 SET IN
 HC1065'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 HC1065'ABOVE THE GROUND.  THE MARK IS 42 FEET NORTH OF THE CENTERLINE OF
 HC1065'A GRAVEL ROAD, 36 FEET WEST OF THE CENTERLINE OF A TRACK ROAD AND
 HC1065'5-1/2 FEET NORTH OF A WHITE WITNESS POST.
 HC1065'
 HC1065'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DELBRIDGE NO
 HC1065'1 1956 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 HC1065'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 33 FEET
 HC1065'SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD AND ABOUT THE SAME
 HC1065'ELEVATION AS THE STATION.
 HC1065'
 HC1065'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DELBRIDGE NO
 HC1065'2 1956 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HC1065'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 26 FEET SOUTH OF
 HC1065'THE CENTERLINE OF THE GRAVELED ROAD, 15 FEET SOUTHEAST OF A
 HC1065'COUNTY ROAD RIGHT-OF-WAY POST AND IT IS ABOUT 1 FOOT LOWER
 HC1065'THAN THE STATION.
 HC1065'
 HC1065'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DELBRIDGE 1956 SET IN
 HC1065'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 HC1065'INCHES ABOVE THE GROUND.  THE MARK IS 88 FEET SOUTHWEST OF THE
 HC1065'INTERSECTION OF THE CENTERLINES OF AN EAST-WEST ROAD AND A
 HC1065'SIDE ROAD THAT RUNS SOUTH FROM THE INTERSECTION.
 HC1065'
 HC1065'TO REACH THE STATION FROM THE BELGRADE STATE BANK IN THE VILLAGE
 HC1065'OF BELGRADE GO WESTERLY ON COUNTY ROUTE C FOR 3.5 MILES TO A FORK.
 HC1065'TAKE THE LEFT FORK, SOUTH, KEEPING ON COUNTY ROUTE C FOR 0.25
 HC1065'MILE TO ANOTHER FORK.  TURN LEFT AS PER SIGN TOP-OZARK AND GO
 HC1065'1.15 MILES TO A T-ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.55
 HC1065'MILES TO A FORK.  TURN RIGHT AS PER SIGN DELBRIDGE 4 FOR 2.3
 HC1065'MILES TO A T-ROAD LEFT AND THE AZIMUTH MARK.  FROM THE AZIMUTH
 HC1065'MARK GO WESTERLY FOR 0.3 MILE TO A DIM TRACK ROAD ON THE RIGHT
 HC1065'AND THE STATION AS DESCRIBED.
 HC1065'
 HC1065'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1830 ***********************************************************************
 GD1830  DESIGNATION -  DEMMITT RESET
 GD1830  PID         -  GD1830
 GD1830  STATE/COUNTY-  MO/STODDARD
 GD1830  USGS QUAD   -  HILLS STORE (1978)
 GD1830
 GD1830                         *CURRENT SURVEY CONTROL
 GD1830  ___________________________________________________________________
 GD1830* NAD 83(1997)-  36 42 52.34376(N)    089 48 30.72307(W)     ADJUSTED  
 GD1830* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 GD1830  ___________________________________________________________________
 GD1830  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 GD1830  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD1830
 GD1830  HORZ ORDER  -  SECOND
 GD1830
 GD1830.The horizontal coordinates were established by classical geodetic methods
 GD1830.and adjusted by the National Geodetic Survey in February 2000..
 GD1830
 GD1830.The orthometric height was scaled from a topographic map.
 GD1830
 GD1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1830
 GD1830.The geoid height was determined by GEOID03.
 GD1830
 GD1830;                    North         East     Units Scale Factor Converg.
 GD1830;SPC MO E     -    97,998.623   311,774.161   MT  0.99998033   +0 24 48.2
 GD1830;UTM  16      - 4,066,883.362   249,147.713   MT  1.00037532   -1 40 47.6
 GD1830
 GD1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1830!SPC MO E     -   0.99999064  x   0.99998033  =   0.99997097
 GD1830!UTM  16      -   0.99999064  x   1.00037532  =   1.00036596
 GD1830
 GD1830:                Primary Azimuth Mark                     Grid Az
 GD1830:SPC MO E     -  MOREHOUSE MUNICIPAL TANK                 035 00 57.0
 GD1830:UTM  16      -  MOREHOUSE MUNICIPAL TANK                 037 06 32.8
 GD1830
 GD1830|---------------------------------------------------------------------|
 GD1830| PID    Reference Object                     Distance      Geod. Az  |
 GD1830|                                                           dddmmss.s |
 GD1830| GD1797 MOREHOUSE MUNICIPAL TANK            APPROX.18.0 KM 0352545.2 |
 GD1830| GD1831 PARMA MUNICIPAL TANK                APPROX.11.3 KM 1831903.2 |
 GD1830| GD1956 DEMMITT RM 4                         15.416 METERS 20707     |
 GD1830| CG3911 DEMMITT RM 1                         22.652 METERS 21858     |
 GD1830| CG3912 DEMMITT RM 3                         23.983 METERS 28510     |
 GD1830| GD1857 DEXTER MUNICIPAL TANK               APPROX.15.6 KM 3015033.1 |
 GD1830| GD1955 DEMMITT RM 2                         25.702 METERS 32539     |
 GD1830| CG3910 DEMMITT AZ MK                                      3552930.5 |
 GD1830|---------------------------------------------------------------------|
 GD1830
 GD1830                          SUPERSEDED SURVEY CONTROL
 GD1830
 GD1830  NAD 83(1997)-  36 42 52.34430(N)    089 48 30.72277(W) AD(       ) 2
 GD1830  NAD 83(1997)-  36 42 52.34652(N)    089 48 30.71999(W) AD(       ) 2
 GD1830  NAD 83(1997)-  36 42 52.35512(N)    089 48 30.72010(W) AD(       ) 2
 GD1830  NAD 83(1986)-  36 42 52.35518(N)    089 48 30.72227(W) AD(       ) 2
 GD1830  NAD 27      -  36 42 52.15570(N)    089 48 30.41340(W) AD(       ) 2
 GD1830
 GD1830.Superseded values are not recommended for survey control.
 GD1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1830.See file dsdata.txt to determine how the superseded data were derived.
 GD1830
 GD1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF4914866883(NAD 83)
 GD1830_MARKER: DS = TRIANGULATION STATION DISK
 GD1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1830
 GD1830  HISTORY     - Date     Condition        Report By
 GD1830  HISTORY     - 1954     MONUMENTED       CGS
 GD1830  HISTORY     - 1955     GOOD             CGS
 GD1830  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GD1830  HISTORY     - 20020809 MARK NOT FOUND   USACE
 GD1830
 GD1830                          STATION DESCRIPTION
 GD1830
 GD1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1830'THE STATION IS LOCATED ABOUT 9.5 MILES NORTHEAST OF BERNIE, AND ABOUT
 GD1830'7 MILES NORTH OF PARMA ON PROPERTY OWNED BY MRS. T.S. LITTLE.  IT
 GD1830'IS 56 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 38
 GD1830'FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, AND 36 FEET NORTH OF THE
 GD1830'CENTER OF A GRAVELED ROAD.  IT IS STAMPED DEMMITT 1954 AND
 GD1830'PROJECTS 6 INCHES.
 GD1830'
 GD1830'REFERENCE MARK 1 IS 57 FEET EAST OF A POWERLINE POLE, AND 25 FEET
 GD1830'SOUTH OF THE CENTER OF A GRAVELED ROAD.  IT IS STAMPED DEMMITT NO 1
 GD1830'1954 AND PROJECTS 6 INCHES.
 GD1830'
 GD1830'REFERENCE MARK 2 IS 2 FEET EAST OF THE NORTHEAST CORNER OF THE STORE.
 GD1830'IT IS STAMPED DEMMITT NO 2 1954 AND PROJECTS 6 INCHES.
 GD1830'
 GD1830'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 127.4 FEET.
 GD1830'
 GD1830'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF STATE HIGHWAY 153,
 GD1830'AND 1 FOOT SOUTHWEST OF A POWERLINE POLE.  IT IS STAMPED DEMMITT
 GD1830'1954 AND PROJECTS 6 INCHES.
 GD1830'
 GD1830'TO REACH THE STATION FROM THE POST OFFICE IN PARMA, GO NORTH FOR
 GD1830'0.05 MILE TO AN INTERSECTION, TURN RIGHT, EAST, AND GO 0.3 MILE TO
 GD1830'STATE HIGHWAY 153, TURN LEFT, NORTH, AND GO 6.95 MILES ON STATE
 GD1830'HIGHWAY 153 TO A GRAVELED ROAD RIGHT, TURN RIGHT, EAST, AND GO
 GD1830'ABOUT 50 YARDS TO THE STATION ON THE LEFT, JUST BEHIND THE STORE.
 GD1830'
 GD1830'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ABOUT 50 YARDS
 GD1830'TO STATE HIGHWAY 153, TURN RIGHT, NORTH, AND GO 0.3 MILE ON STATE
 GD1830'HIGHWAY 153 TO THE MARK ON THE RIGHT AS DESCRIBED.
 GD1830'
 GD1830'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1830
 GD1830                          STATION RECOVERY (1955)
 GD1830
 GD1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1830'THE STATION, AZIMUTH MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED,
 GD1830'AS DESCRIBED, IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 WAS
 GD1830'DESTROYED.  AN ADDITIONAL REFERENCE MARK, STAMPED NUMBER 3, WAS
 GD1830'ESTABLISHED AND IS DESCRIBED BELOW.  THE TRUCK ROUTE TO THE
 GD1830'STATION IS ADEQUATE.
 GD1830'
 GD1830'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED DEMMITT NO 3
 GD1830'1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS SET FLUSH
 GD1830'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 25 FEET EAST OF
 GD1830'THE SOUTHWEST CORNER OF A STORE BUILDING, 2 FEET SOUTH OF
 GD1830'THE SOUTH WALL OF THE STORE AND AT ABOUT THE SAME ELEVATION AS THE
 GD1830'STATION.
 GD1830'
 GD1830'OBSERVATIONS WERE MADE FROM A 103 FOOT STEEL TOWER.
 GD1830
 GD1830                          STATION RECOVERY (1970)
 GD1830
 GD1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1830'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 GD1830'CONDITION.  REFERENCE MARK 3 WAS NOT FOUND AND IS EITHER DESTROYED
 GD1830'OR COVERED BY AN ADDITION TO THE BUILDING.  THE SURFACE STATION MARK
 GD1830'WAS FOUND WITH THE TOP PORTION SHEARED OFF.  THE AZIMUTH MARK WAS
 GD1830'FOUND UPROOTED AND THE DISK WAS SALVAGED.  THE DEXTER MUNICIPAL
 GD1830'TANK MENTIONED IN THE 1955 RECOVERY NOTE IS NOT VISIBLE FROM
 GD1830'THE GROUND AND COULD NEVER HAVE BEEN VISIBLE.  THERE WAS NO OBJECT
 GD1830'VISIBLE FROM WHICH A NEW AZIMUTH MARK COULD BE SET.  A NEW
 GD1830'SURFACE STATION MARK AND A REFERENCE MARK 4 WERE SET.  A NEW
 GD1830'DESCRIPTION FOLLOWS.
 GD1830'
 GD1830'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF BERNIE, 175 FEET
 GD1830'EAST OF THE CENTERLINE OF STATE HIGHWAY 153, 70 FEET NORTH OF THE
 GD1830'CENTERLINE OF COUNTY ROAD D, 56 FEET SOUTHEAST OF THE SOUTHEAST
 GD1830'CORNER OF A CONCRETE BLOCK BUILDING, 54 FEET NORTHWEST OF A 36 INCH
 GD1830'OAK TREE, 51 FEET NORTHEAST OF A METAL WITNESS POST, 42 FEET
 GD1830'SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL GARAGE, MONUMENT IS
 GD1830'FLUSH AND THE DISK IS STAMPED DEMMITT 1954 1970.
 GD1830'
 GD1830'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 153 AND
 GD1830'COUNTY ROAD D AT THE EAST EDGE OF PARMA, GO NORTH ON HIGHWAY 153 FOR
 GD1830'6.95 MILES TO THE JUNCTION OF COUNTY ROAD D AND THE STATION ON THE
 GD1830'RIGHT AS DESCRIBED.
 GD1830'
 GD1830'REFERENCE MARK 2 IS 2 FEET EAST OF THE NORTHEAST CORNER OF THE BLOCK
 GD1830'BUILDING, 145 FEET NORTH OF THE CENTERLINE OF CO. RD. D, 134 FEET
 GD1830'NORTHWEST OF THE OAK TREE, 90 FEET WEST NORTHWEST OF THE NORTHWEST
 GD1830'CORNER OF THE GARAGE, MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 GD1830'STAMPED DEMMITT NO 2 1954.
 GD1830'
 GD1830'REFERENCE MARK 4 IS 154 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GD1830'72 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE BLOCK
 GD1830'BUILDING, 28 FEET NORTH OF THE CENTERLINE OF ROAD D, 1 FOOT EAST OF A
 GD1830'METAL WITNESS POST, 84 FEET WEST OF THE OAK TREE, MONUMENT PROJECTS 5
 GD1830'INCHES AND THE DISK IS STAMPED DEMMITT 1954 NO 4 1970.
 GD1830'
 GD1830'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1830'
 GD1830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 7 MILES
 GD1830'NORTH OF PARMA.
 GD1830
 GD1830                          STATION RECOVERY (2002)
 GD1830
 GD1830'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0577 ***********************************************************************
 GG0577  DESIGNATION -  DENNEY
 GG0577  PID         -  GG0577
 GG0577  STATE/COUNTY-  MO/NEWTON
 GG0577  USGS QUAD   -  NEOSHO EAST (1981)
 GG0577
 GG0577                         *CURRENT SURVEY CONTROL
 GG0577  ___________________________________________________________________
 GG0577* NAD 83(1997)-  36 47 38.97906(N)    094 21 46.91577(W)     ADJUSTED  
 GG0577* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 GG0577  ___________________________________________________________________
 GG0577  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 GG0577  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 GG0577
 GG0577  HORZ ORDER  -  FIRST
 GG0577
 GG0577.The horizontal coordinates were established by classical geodetic methods
 GG0577.and adjusted by the National Geodetic Survey in February 2000..
 GG0577
 GG0577.The orthometric height was scaled from a topographic map.
 GG0577
 GG0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0577
 GG0577.The geoid height was determined by GEOID03.
 GG0577
 GG0577;                    North         East     Units Scale Factor Converg.
 GG0577;SPC MO W     -    69,636.388   862,223.806   MT  0.99994302   +0 04 55.3
 GG0577;UTM  15      - 4,072,904.809   378,393.357   MT  0.99978218   -0 48 59.3
 GG0577
 GG0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0577!SPC MO W     -   0.99994299  x   0.99994302  =   0.99988601
 GG0577!UTM  15      -   0.99994299  x   0.99978218  =   0.99972518
 GG0577
 GG0577:                Primary Azimuth Mark                     Grid Az
 GG0577:SPC MO W     -  FORT CROWDER SW WATER TANK               018 48 52.4
 GG0577:UTM  15      -  FORT CROWDER SW WATER TANK               019 42 47.0
 GG0577
 GG0577|---------------------------------------------------------------------|
 GG0577| PID    Reference Object                     Distance      Geod. Az  |
 GG0577|                                                           dddmmss.s |
 GG0577| GG0575 FORT CROWDER SW WATER TANK          APPROX. 1.3 KM 0185347.7 |
 GG0577| GG0569 FORT CROWDER NE WATER TANK          APPROX. 2.2 KM 0345817.0 |
 GG0577| CI0729 DENNEY RM 1                          22.101 METERS 14319     |
 GG0577| GG0559 GOODMAN MUNICIPAL TANK              APPROX. 7.4 KM 2124637.2 |
 GG0577| CI0730 DENNEY RM 2                          25.332 METERS 23119     |
 GG0577| GG0584 GOODMAN LOOKOUT TOWER               APPROX. 5.3 KM 2445941.3 |
 GG0577| GG0585 FORT CROWDER SOUTH STACK            APPROX. 2.6 KM 2925811.8 |
 GG0577| GG0590 NEOSHO RADIO STA KAA 418 MAST       APPROX.11.0 KM 3292315.0 |
 GG0577| GG0576 FORT CROWDER NORTH STACK            APPROX. 3.8 KM 3440549.5 |
 GG0577| GG0587 NEOSHO RADIO STATION KBTN MAST      APPROX. 9.3 KM 3463305.8 |
 GG0577| CI0728 DENNEY AZ MK                                       3522305.9 |
 GG0577|---------------------------------------------------------------------|
 GG0577
 GG0577                          SUPERSEDED SURVEY CONTROL
 GG0577
 GG0577  NAD 83(1997)-  36 47 38.97917(N)    094 21 46.91572(W) AD(       ) 1
 GG0577  NAD 83(1997)-  36 47 38.97978(N)    094 21 46.91617(W) AD(       ) 1
 GG0577  NAD 83(1997)-  36 47 38.99017(N)    094 21 46.91984(W) AD(       ) 1
 GG0577  NAD 83(1986)-  36 47 38.99398(N)    094 21 46.91623(W) AD(       ) 1
 GG0577  NAD 27      -  36 47 38.74400(N)    094 21 46.13900(W) AD(       ) 1
 GG0577
 GG0577.Superseded values are not recommended for survey control.
 GG0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0577.See file dsdata.txt to determine how the superseded data were derived.
 GG0577
 GG0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7839372905(NAD 83)
 GG0577_MARKER: DS = TRIANGULATION STATION DISK
 GG0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0577
 GG0577  HISTORY     - Date     Condition        Report By
 GG0577  HISTORY     - 1935     MONUMENTED       CGS
 GG0577  HISTORY     - 1961     GOOD             CGS
 GG0577
 GG0577                          STATION DESCRIPTION
 GG0577
 GG0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0577'STATION IS ABOUT 5 MILES S OF NEOSHO, 4 MILES NE OF GOODMAN,
 GG0577'0.15 MILE W OF THE E 1/4 CORNER OF SEC. 22, T 24 N, R 32 W, ON
 GG0577'LAND OWNED AND OCCUPIED BY W.A. DENNY.  MARK IS SET IN THE
 GG0577'SW CORNER OF WOODS LOT, 23 FEET NE OF THE FENCE CORNER,
 GG0577'17 FEET N OF THE RIGHT-OF-WAY FENCE LINE, 17 FEET E OF THE
 GG0577'FENCE LINE AT THE W EDGE OF THE WOODS LOT, 29 FEET SSW OF
 GG0577'14-INCH OAK TREE (SOUTHWESTERLY OF 2), AND 36 FEET N OF
 GG0577'THE CENTER LINE OF 1/2 SECTION LINE ROAD.  MARK PROJECTS
 GG0577'2 INCHES.
 GG0577'
 GG0577'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0577'BRONZE DISKS SET IN CONCRETE.
 GG0577'
 GG0577'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT S OF THE
 GG0577'RIGHT-OF-WAY FENCE LINE, 18 FEET S OF THE CENTER LINE OF
 GG0577'1/2 SECTION LINE ROAD, 24 FET W OF FENCE CORNER AND GATE
 GG0577'AT NW CORNER OF YARD AND NE CORNER OF BARN LOT, 63 FEET E
 GG0577'OF FENCE CORNER AT NW CORNER OF BARN LOT.  MARK PROJECTS
 GG0577'6 INCHES.
 GG0577'
 GG0577'REFERENCE MARK NO. 2 IS SW OF THE STATION, 1 FOOT S OF THE
 GG0577'RIGHT-OF-WAY FENCE LINE, 18 FEET S OF THE CENTER LINE OF
 GG0577'THE 1/2 SECTION LINE ROAD, ON THE NE EDGE OF ORCHARD, 46
 GG0577'FEET W OF FENCE CORNER AT NW CORNER OF BARN LOT.  MARK
 GG0577'PROJECTS 6 INCHES.
 GG0577'
 GG0577'AZIMUTH MARK IS NNW OF THE STATION, 1 FOOT S OF THE
 GG0577'RIGHT-OF-WAY FENCE LINE, 18 FEET S OF THE CENTER LINE OF
 GG0577'SECTION LINE ROAD, APPROXIMATELY 0.2 MILE W OF THE NE CORNER
 GG0577'OF SEC. 22.  MARK PROJECTS 10 INCHES.  (MARK STAMPED DENNY).
 GG0577'
 GG0577'TO REACH FROM NEOSHO AT JUNCTION OF U.S. HIGHWAYS 60 AND
 GG0577'71, IN SOUTHWESTERN PART OF TOWN, GO S ON U.S. HIGHWAY 71,
 GG0577'4.65 MILES TO CROSSROADS, THENCE E 2.0 MILES TO CROSSROADS,
 GG0577'THENCE S 0.5 MILE TO SIDE ROAD TO W, THENCE W 0.15 MILE TO
 GG0577'STATION ON RIGHT.
 GG0577'
 GG0577'ALL LIGHTS COME INTO VIEW AT 60 FEET.
 GG0577
 GG0577                          STATION RECOVERY (1961)
 GG0577
 GG0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0577'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 GG0577'MARK WERE FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 GG0577'TO REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK CHECKED.
 GG0577'
 GG0577'DUE TO SO MANY CHANGES A NEW DESCRIPTION AND TO REACH FOLLOWS-
 GG0577'
 GG0577'ABOUT 5 MILES SOUTH OF NEOSHO, ABOUT 4 MILES NORTHWEST OF
 GG0577'NEOSHO, IN THE NORTHEAST 1/4 OF SEC. 22, T. 24 N., R. 32 W., AND
 GG0577'ON PROPERTY OWNED BY THE U.S. GOVERNMENT.  IT IS 37 FEET
 GG0577'NORTH OF THE CENTERLINE OF A TRACK ROAD, 29 FEET SOUTH
 GG0577'OF A 24 INCH OAK TREE WITH A TRIANGULAR BLAZE ON ITS WEST
 GG0577'SIDE, 26 FEET NORTH OF A WIRE FENCE AND 2 FEET WEST OF A
 GG0577'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GG0577'IS STAMPED DENNEY 1935.
 GG0577'
 GG0577'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 71 ABOUT
 GG0577'2.5 MILES SOUTHWEST OF NEOSHO, GO SOUTH ON HIGHWAY 71 FOR
 GG0577'1.2 MILES.  TURN LEFT AND GO SOUTHEAST ON LYON DRIVE FOR
 GG0577'1.1 MILES TO A CROSS STREET.  TURN RIGHT AND GO SOUTH ON
 GG0577'DANIEL BOONE STREET FOR 0.75 MILE TO A SIDE STREET LEFT.
 GG0577'TURN LEFT AND GO EAST ON AUSTIN AVENUE FOR 1.1 MILES TO THE
 GG0577'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD EAST ON AUSTIN
 GG0577'AVENUE FOR 0.1 MILE TO A CATTLE GUARD AND THE END OF THE
 GG0577'PAVEMENT.  CONTINUE EAST ON A GRAVELED ROAD FOR 0.1 MILE TO
 GG0577'A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR
 GG0577'0.3 MILE TO A FRAME HOUSE ON THE LEFT AND A FIELD
 GG0577'ENTRANCE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE,
 GG0577'AND GO SOUTHWESTERLY THROUGH THE PASTURE, KEEPING ON
 GG0577'THE NORTH SIDE OF THE WOODED AREA, FOR 0.25 MILE TO A WIRE
 GG0577'FENCE AND THE STATION AT THE SOUTHEAST CORNER OF THE
 GG0577'PASTURE.
 GG0577'
 GG0577'REFERENCE MARK 1 IS 25 FEET SOUTH OF THE CENTERLINE OF THE
 GG0577'TRACK ROAD, 19 FEET EAST OF A 10 INCH ELM TREE AND 7 FEET
 GG0577'WEST OF A 6 INCH ELM TREE.  THE MONUMENT PROJECTS 10 INCHES AND
 GG0577'THE DISK IS STAMPED DENNEY NO 1 1935.
 GG0577'
 GG0577'REFERENCE MARK 2 IS 18 FEET SOUTH OF THE CENTERLINE OF THE
 GG0577'TRACK ROAD, 18 FEET WEST OF A 8 INCH WALNUT TREE AND 6 FEET
 GG0577'EAST OF AN 8 INCH WALNUT TREE.  THE MONUMENT PROJECTS 8
 GG0577'INCHES AND THE DISK IS STAMPED DENNEY NO 2 1935.
 GG0577'
 GG0577'THE AZIMUTH MARK IS 327 FEET SOUTH OF THE CENTERLINE OF
 GG0577'AUSTIN AVENUE, 63 FEET SOUTHWEST OF A MAN-HOLE COVER, 39
 GG0577'FEET NORTH OF THE CENTERLINE OF A DIM ROAD, 34 FEET SOUTH OF
 GG0577'A 16 INCH OAK TREE AND 2 FEET SOUTH OF A WITNESS POST.  THE
 GG0577'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED DENNY
 GG0577'1935.
 GG0577'
 GG0577'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0993 ***********************************************************************
 HC0993  DESIGNATION -  DES ARC
 HC0993  PID         -  HC0993
 HC0993  STATE/COUNTY-  MO/WAYNE
 HC0993  USGS QUAD   -  BRUNOT (1980)
 HC0993
 HC0993                         *CURRENT SURVEY CONTROL
 HC0993  ___________________________________________________________________
 HC0993* NAD 83(1997)-  37 15 20.44215(N)    090 37 26.31868(W)     ADJUSTED  
 HC0993* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 HC0993  ___________________________________________________________________
 HC0993  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 HC0993  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 HC0993
 HC0993  HORZ ORDER  -  THIRD
 HC0993
 HC0993.The horizontal coordinates were established by classical geodetic methods
 HC0993.and adjusted by the National Geodetic Survey in February 2000..
 HC0993
 HC0993.The orthometric height was scaled from a topographic map.
 HC0993
 HC0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0993
 HC0993.The geoid height was determined by GEOID03.
 HC0993
 HC0993;                    North         East     Units Scale Factor Converg.
 HC0993;SPC MO E     -   157,833.091   239,002.354   MT  0.99993482   -0 04 30.2
 HC0993;UTM  15      - 4,125,882.032   710,715.457   MT  1.00014698   +1 26 20.1
 HC0993
 HC0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0993!SPC MO E     -   0.99996100  x   0.99993482  =   0.99989583
 HC0993!UTM  15      -   0.99996100  x   1.00014698  =   1.00010798
 HC0993
 HC0993|---------------------------------------------------------------------|
 HC0993| PID    Reference Object                     Distance      Geod. Az  |
 HC0993|                                                           dddmmss.s |
 HC0993| CI4256 DES ARC RM 1                         13.770 METERS 15157     |
 HC0993| CI4258 DES ARC RM 3                                       2225037.0 |
 HC0993| CI4257 DES ARC RM 2                          8.248 METERS 28001     |
 HC0993| HC0995 VULCAN LOOKOUT TOWER                APPROX.10.7 KM 3054057.5 |
 HC0993|---------------------------------------------------------------------|
 HC0993
 HC0993                          SUPERSEDED SURVEY CONTROL
 HC0993
 HC0993  NAD 83(1997)-  37 15 20.45156(N)    090 37 26.31771(W) AD(       ) 3
 HC0993  NAD 83(1986)-  37 15 20.45365(N)    090 37 26.31673(W) AD(       ) 3
 HC0993  NAD 27      -  37 15 20.27370(N)    090 37 25.90610(W) AD(       ) 3
 HC0993
 HC0993.Superseded values are not recommended for survey control.
 HC0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0993.See file dsdata.txt to determine how the superseded data were derived.
 HC0993
 HC0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1071525882(NAD 83)
 HC0993_MARKER: DS = TRIANGULATION STATION DISK
 HC0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0993_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0993
 HC0993  HISTORY     - Date     Condition        Report By
 HC0993  HISTORY     - 1963     MONUMENTED       CGS
 HC0993
 HC0993                          STATION DESCRIPTION
 HC0993
 HC0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0993'ABOUT 2 MILES SOUTHEAST OF DES ARC, 7 MILES NORTHEAST OF
 HC0993'PIEDMONT, IN THE SOUTH EDGE OF SEC. 21, T-30-N, R-4-E, AND ON THE
 HC0993'PROPERTY OF MR. RALPH WARD.  IT IS 54 FEET NORTH OF THE NORTH 1
 HC0993'OF 2 POWER POLES, 15 FEET SOUTH OF A 12 INCH OAK TREE, 4 FEET
 HC0993'SOUTHWEST OF A WITNESS POST AND AT THE NORTH EDGE OF THE
 HC0993'RIGHT-OF-WAY CLEARING FOR THE POWER LINE.  THE MONUMENT PROJECTS
 HC0993'8 INCHES AND THE DISK IS STAMPED DES ARC 1963.
 HC0993'
 HC0993'TO REACH THE STATION FROM THE DES ARC PUBLIC SCHOOL, GO EASTERLY
 HC0993'ON THE GRAVELED ROAD FOR 1.8 MILES TO THE MOST WESTERLY 1 OF 3
 HC0993'LAKES.  CONTINUE EASTERLY ON THE ROAD FOR 0.9 MILE TO A WOODS
 HC0993'ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON THE WOODS ROAD FOR 0.45
 HC0993'MILES TO THE POWER LINES AND THE STATION ABOUT 300 FEET
 HC0993'NORTHWEST.
 HC0993'
 HC0993'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN
 HC0993'A DRILL HOLE IN OUT-CROPPING BEDROCK THAT PROJECTS 4 INCHES.
 HC0993'IT IS 51 FEET NORTHEAST OF THE NORTH POWER POLE AND 46 FEET
 HC0993'SOUTHEAST OF THE WITNESS POST.  THE DISK IS STAMPED DES ARC NO
 HC0993'1 1963.
 HC0993'
 HC0993'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK CEMENTED
 HC0993'IN A DRILL HOLE IN OUT-CROPPING BEDROCK THAT PROJECTS 4 INCHES.
 HC0993'IT IS 51 FEET NORTHWEST OF THE NORTH POWER POLE, 31 FEET WEST
 HC0993'OF THE WITNESS POST AND 30 FEET SOUTHWEST OF A 10 INCH OAK TREE.
 HC0993'THE DISK IS STAMPED DES ARC NO 2 1963.
 HC0993'
 HC0993'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK CEMENTED
 HC0993'IN A DRILL HOLE IN A LARGE BOULDER PROJECTING 1 FOOT.  IT IS
 HC0993'40 FEET SOUTHWEST OF THE SOUTH 1 OF 2 POWER POLES, 8 FEET NORTH
 HC0993'OF A 6 INCH OAK TREE AND AT THE SOUTH EDGE OF THE RIGHT-OF-WAY.
 HC0993'THE DISK IS STAMPED DES ARC NO 3 1963.
 HC0993'
 HC0993'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1028 ***********************************************************************
 HC1028  DESIGNATION -  DESLOGE
 HC1028  PID         -  HC1028
 HC1028  STATE/COUNTY-  MO/ST FRANCOIS
 HC1028  USGS QUAD   -  BONNE TERRE (1982)
 HC1028
 HC1028                         *CURRENT SURVEY CONTROL
 HC1028  ___________________________________________________________________
 HC1028* NAD 83(1997)-  37 52 42.92942(N)    090 30 53.86610(W)     ADJUSTED  
 HC1028* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 HC1028  ___________________________________________________________________
 HC1028  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HC1028  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 HC1028
 HC1028  HORZ ORDER  -  THIRD
 HC1028
 HC1028.The horizontal coordinates were established by classical geodetic methods
 HC1028.and adjusted by the National Geodetic Survey in February 2000..
 HC1028
 HC1028.The orthometric height was scaled from a topographic map.
 HC1028
 HC1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1028
 HC1028.The geoid height was determined by GEOID03.
 HC1028
 HC1028;                    North         East     Units Scale Factor Converg.
 HC1028;SPC MO E     -   226,957.457   248,683.704   MT  0.99993335   -0 00 33.1
 HC1028;UTM  15      - 4,195,255.743   718,555.853   MT  1.00018836   +1 31 35.0
 HC1028
 HC1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1028!SPC MO E     -   0.99996587  x   0.99993335  =   0.99989923
 HC1028!UTM  15      -   0.99996587  x   1.00018836  =   1.00015423
 HC1028
 HC1028|---------------------------------------------------------------------|
 HC1028| PID    Reference Object                     Distance      Geod. Az  |
 HC1028|                                                           dddmmss.s |
 HC1028| CI4260 DESLOGE RM 1                         21.922 METERS 09135     |
 HC1028| HC1032 FLAT RIVER RADIO STA KFMO MAST      APPROX. 2.7 KM 1603745.9 |
 HC1028| CI4261 DESLOGE RM 2                         44.294 METERS 18638     |
 HC1028| HC1031 FLAT RIVER UNION ELEC RAD MAST      APPROX. 3.4 KM 2151032.0 |
 HC1028| HC1036 DESLOGE SCHOOL CHIMNEY              APPROX. 1.1 KM 2212120.9 |
 HC1028| HC1033 DESLOGE ST JOSEPH LEAD CO TANK      APPROX. 2.2 KM 2561448.5 |
 HC1028| HC1030 DESLOGE ST JOSEPH LEAD CO STK       APPROX. 2.1 KM 2572702.6 |
 HC1028| CI4259 DESLOGE AZ MK                                      2844411.2 |
 HC1028|---------------------------------------------------------------------|
 HC1028
 HC1028                          SUPERSEDED SURVEY CONTROL
 HC1028
 HC1028  NAD 83(1997)-  37 52 42.93616(N)    090 30 53.86422(W) AD(       ) 3
 HC1028  NAD 83(1986)-  37 52 42.94269(N)    090 30 53.86330(W) AD(       ) 3
 HC1028  NAD 27      -  37 52 42.75300(N)    090 30 53.40400(W) AD(       ) 3
 HC1028
 HC1028.Superseded values are not recommended for survey control.
 HC1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1028.See file dsdata.txt to determine how the superseded data were derived.
 HC1028
 HC1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1855695256(NAD 83)
 HC1028_MARKER: DS = TRIANGULATION STATION DISK
 HC1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1028_STAMPING: DESLOGE 1956
 HC1028_MARK LOGO: CGS   
 HC1028_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC1028+STABILITY: SURFACE MOTION
 HC1028
 HC1028  HISTORY     - Date     Condition        Report By
 HC1028  HISTORY     - 1956     MONUMENTED       CGS
 HC1028  HISTORY     - 1961     GOOD             CGS
 HC1028  HISTORY     - 1964     GOOD             MOHC
 HC1028  HISTORY     - 19820909 GOOD             NGS
 HC1028
 HC1028                          STATION DESCRIPTION
 HC1028
 HC1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1028'THE STATION IS LOCATED IN A FARMYARD ABOUT 1 MILE AIRLINE
 HC1028'EAST-NORTHEAST OF DESLOGE, 2 MILES AIRLINE NORTH-NORTHEAST OF
 HC1028'FLAT RIVER, AND 4 MILES SOUTHEAST OF BONNE TERRE.
 HC1028'
 HC1028'TO REACH THE STATION FROM THE DESLOGE CITY HALL IN DESLOGE GO
 HC1028'NORTH AND NORTHEAST ON STATE HIGHWAY 32 FOR 0.7 MILE TO THE AZIMUTH
 HC1028'MARK ON THE RIGHT.  KEEP STRAIGHT AHEAD ON STATE HIGHWAY 32 AND GO
 HC1028'NORTHEAST 0.35 MILE TO A FLORAL SHOP ON THE LEFT AND A SIDE ROAD
 HC1028'ON THE RIGHT.  TURN RIGHT AND GO SOUTH 0.2 MILE TO A FARMHOUSE,
 HC1028'2 BARNS AND THE STATION.
 HC1028'
 HC1028'THE STATION MARK IS A STANDARD DISK STAMPED DESLOGE 1956 SET IN
 HC1028'THE TOP OF A CONCRETE CYLINDER 12 INCHES IN DIAMETER THAT IS
 HC1028'14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 145 FEET
 HC1028'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK FARMHOUSE AND 73
 HC1028'FEET WEST OF THE NORTHWEST CORNER OF A SMALL BARN.
 HC1028'
 HC1028'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DESLOGE NO 1
 HC1028'1956 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HC1028'2 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTHWEST OF THE NORTHWEST
 HC1028'CORNER OF A SMALL BARN AND THE SAME ELEVATION AS THE STATION.
 HC1028'
 HC1028'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DESLOGE NO 2 1956
 HC1028'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HC1028'2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF THE NORTH SIDE
 HC1028'OF A LARGE BARN AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 HC1028'
 HC1028'THE AZIMUTH MARK IS LOCATED ON THE SOUTHEAST SIDE OF STATE HIGHWAY
 HC1028'32 AND IS A STANDARD DISK STAMPED DESLOGE 1956 SET IN THE TOP
 HC1028'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 HC1028'THE GROUND.  IT IS 39 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HC1028'HIGHWAY, 1 FOOT NORTHWEST OF A FENCE LINE, AND 66 FEET NORTHEAST
 HC1028'OF A POWERLINE POLE WITH A NUMERAL 6 ON IT.
 HC1028
 HC1028                          STATION RECOVERY (1961)
 HC1028
 HC1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (PEC)
 HC1028'STATION MARK AND AZIMUTH RECOVERED AS DESCRIBED AND FOUND IN GOOD
 HC1028'CONDITION.  NO SEARCH WAS MADE FOR REFERENCE MARKS.
 HC1028
 HC1028                          STATION RECOVERY (1964)
 HC1028
 HC1028'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1964
 HC1028'STATION WAS SEARCHED FOR AND THE STATION MARK, RM 1, RM 2, AND
 HC1028'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 HC1028
 HC1028                          STATION RECOVERY (1982)
 HC1028
 HC1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HC1028'THE RECESSED STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HC1028'IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  THERE WAS NO
 HC1028'SUITABLE LOCATION FOR A NEW AZIMUTH MARK THIS DATE.  THE DISTANCES AND
 HC1028'DIRECTIONS TO THE REFERENCE MARK AGREED WITH PREVIOUS DATA AS DID THE
 HC1028'DIRECTION TO DISTANT OBJECTS.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 HC1028'IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHEAST OF BONNE TERRE, 3.2 KM
 HC1028'(2.00 MI) NORTH NORTHEAST OF FLAT RIVER, 1.6 KM (1.00 MI) NORTHEAST OF
 HC1028'DESLOGE AND IN AN UNCULTIVATED FIELD ON PRIVATE PROPERTY.  THE
 HC1028'PROPERTY OWNER DIED RECENTLY AND THE PROPERTY IS IN AN ESTATE DISPUTE.
 HC1028'PERMISSION TO VISIT THE STATION WAS GIVEN BY A MR GOOD WHO CURRENTLY
 HC1028'OCCUPIES THE HOUSE AT THE STATION SITE. TO REACH THE STATION FROM THE
 HC1028'DESLOGE CITY HALL, GO NORTH AND NORTHEAST ON BUSINESS ROUTE US HIGHWAY
 HC1028'67 AND STATE HIGHWAY 8 FOR 1.61 KM (1.00 MI) TO A FLORAL SHOP ON THE
 HC1028'LEFT AND A PAVED, PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 HC1028'ON THE DRIVE FOR 0.24 KM (0.15 MI) TO A BRICK HOUSE AND THE STATION,
 HC1028'SOUTHWEST OF THE HOUSE.
 HC1028' 
 HC1028'THE STATION IS A STANDARD CGS DISK STAMPED-DESLOGE 1956-, SET INTO THE
 HC1028'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER,
 HC1028'RECESSED 14 INCHES (36 CM) BELOW THE GROUND.  LOCATED 145.2 FT (44.3
 HC1028'M) SW FROM THE SOUTHWEST CORNER OF THE HOUSE, 73.0 FT (22.3 M) W FROM
 HC1028'THE NORTHWEST CORNER OF AN OLD BARN, AND 1.3 FT (0.4 M) E FROM A
 HC1028'WITNESS POST. REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 HC1028'STAMPED-DESLOGE NO 1 1956-- SET INTO THE TOP OF A SQUARE CONCRETE
 HC1028'MONUMENT 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED
 HC1028'2.0 FT (0.6 M) SW FROM THE NORTHWEST CORNER OF THE OLD BARN. REFERENCE
 HC1028'MARK NO 2 IS A STANDARD CGS DISK STAMPED-DESLOGE NO 2 1956-- SET INTO
 HC1028'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER,
 HC1028'PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  LOCATED 145.5 FT (44.3
 HC1028'M) S FROM THE WITNESS POST AT THE STATION, 169.5 FT (51.7 M) SW FROM
 HC1028'THE NORTHWEST CORNER OF THE OLD BARN, 1.0 FT (0.3 M) SE FROM A WITNESS
 HC1028'POST, AND 1 FT (0.3 M) HIGHER THAT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1036 ***********************************************************************
 HC1036  DESIGNATION -  DESLOGE SCHOOL CHIMNEY
 HC1036  PID         -  HC1036
 HC1036  STATE/COUNTY-  MO/ST FRANCOIS
 HC1036  USGS QUAD   -  FLAT RIVER (1982)
 HC1036
 HC1036                         *CURRENT SURVEY CONTROL
 HC1036  ___________________________________________________________________
 HC1036* NAD 83(1997)-  37 52 16.84993(N)    090 31 22.82460(W)     ADJUSTED  
 HC1036* NAVD 88     -                                                        
 HC1036  ___________________________________________________________________
 HC1036  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HC1036  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HC1036
 HC1036  HORZ ORDER  -  THIRD
 HC1036
 HC1036.The horizontal coordinates were established by classical geodetic methods
 HC1036.and adjusted by the National Geodetic Survey in February 2000..
 HC1036
 HC1036
 HC1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1036
 HC1036.The geoid height was determined by GEOID03.
 HC1036
 HC1036;                    North         East     Units Scale Factor Converg.
 HC1036;SPC MO E     -   226,153.579   247,975.863   MT  0.99993338   -0 00 50.8
 HC1036;UTM  15      - 4,194,432.979   717,869.633   MT  1.00018467   +1 31 16.3
 HC1036
 HC1036                          SUPERSEDED SURVEY CONTROL
 HC1036
 HC1036  NAD 83(1997)-  37 52 16.85556(N)    090 31 22.82408(W) AD(       ) 4
 HC1036  NAD 83(1986)-  37 52 16.86315(N)    090 31 22.82199(W) AD(       ) 4
 HC1036  NAD 27      -  37 52 16.68000(N)    090 31 22.35000(W) AD(       ) 3
 HC1036
 HC1036.Superseded values are not recommended for survey control.
 HC1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1036.See file dsdata.txt to determine how the superseded data were derived.
 HC1036
 HC1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1787094433(NAD 83)
 HC1036_MARKER: 85 = CHIMNEY
 HC1036
 HC1036  HISTORY     - Date     Condition        Report By
 HC1036  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC1036
 HC1036                          STATION DESCRIPTION
 HC1036
 HC1036'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1030 ***********************************************************************
 HC1030  DESIGNATION -  DESLOGE ST JOSEPH LEAD CO STK
 HC1030  PID         -  HC1030
 HC1030  STATE/COUNTY-  MO/ST FRANCOIS
 HC1030  USGS QUAD   -  FLAT RIVER (1982)
 HC1030
 HC1030                         *CURRENT SURVEY CONTROL
 HC1030  ___________________________________________________________________
 HC1030* NAD 83(1997)-  37 52 27.86138(N)    090 32 19.21458(W)     ADJUSTED  
 HC1030* NAVD 88     -                                                        
 HC1030  ___________________________________________________________________
 HC1030  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HC1030  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HC1030
 HC1030  HORZ ORDER  -  THIRD
 HC1030
 HC1030.The horizontal coordinates were established by classical geodetic methods
 HC1030.and adjusted by the National Geodetic Survey in February 2000..
 HC1030
 HC1030
 HC1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1030
 HC1030.The geoid height was determined by GEOID03.
 HC1030
 HC1030;                    North         East     Units Scale Factor Converg.
 HC1030;SPC MO E     -   226,493.513   246,597.898   MT  0.99993348   -0 01 25.5
 HC1030;UTM  15      - 4,194,735.945   716,482.712   MT  1.00017725   +1 30 42.0
 HC1030
 HC1030                          SUPERSEDED SURVEY CONTROL
 HC1030
 HC1030  NAD 83(1997)-  37 52 27.86794(N)    090 32 19.21296(W) AD(       ) 4
 HC1030  NAD 83(1986)-  37 52 27.87476(N)    090 32 19.21183(W) AD(       ) 4
 HC1030  NAD 27      -  37 52 27.68500(N)    090 32 18.75600(W) AD(       ) 3
 HC1030
 HC1030.Superseded values are not recommended for survey control.
 HC1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1030.See file dsdata.txt to determine how the superseded data were derived.
 HC1030
 HC1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1648394736(NAD 83)
 HC1030_MARKER: 63 = STACK
 HC1030
 HC1030  HISTORY     - Date     Condition        Report By
 HC1030  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC1030
 HC1030                          STATION DESCRIPTION
 HC1030
 HC1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1030'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF THE RAILROAD
 HC1030'DEPOT IN DESLOGE, ON PROPERTY OF THE ST JOSEPH LEAD COMPANY.
 HC1030'
 HC1030'THE STACK IS CONSTRUCTED OF DARK RED BRICK AND IS ABOUT 175
 HC1030'FEET HIGH.  THE CENTER OF THE TOP OF STACK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1033 ***********************************************************************
 HC1033  DESIGNATION -  DESLOGE ST JOSEPH LEAD CO TANK
 HC1033  PID         -  HC1033
 HC1033  STATE/COUNTY-  MO/ST FRANCOIS
 HC1033  USGS QUAD   -  FLAT RIVER (1982)
 HC1033
 HC1033                         *CURRENT SURVEY CONTROL
 HC1033  ___________________________________________________________________
 HC1033* NAD 83(1997)-  37 52 26.07455(N)    090 32 20.69476(W)     ADJUSTED  
 HC1033* NAVD 88     -                                                        
 HC1033  ___________________________________________________________________
 HC1033  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HC1033  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HC1033
 HC1033  HORZ ORDER  -  THIRD
 HC1033
 HC1033.The horizontal coordinates were established by classical geodetic methods
 HC1033.and adjusted by the National Geodetic Survey in February 2000..
 HC1033
 HC1033
 HC1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1033
 HC1033.The geoid height was determined by GEOID03.
 HC1033
 HC1033;                    North         East     Units Scale Factor Converg.
 HC1033;SPC MO E     -   226,438.441   246,561.703   MT  0.99993348   -0 01 26.4
 HC1033;UTM  15      - 4,194,679.909   716,447.996   MT  1.00017707   +1 30 41.1
 HC1033
 HC1033                          SUPERSEDED SURVEY CONTROL
 HC1033
 HC1033  NAD 83(1997)-  37 52 26.08111(N)    090 32 20.69316(W) AD(       ) 4
 HC1033  NAD 83(1986)-  37 52 26.08793(N)    090 32 20.69208(W) AD(       ) 4
 HC1033  NAD 27      -  37 52 25.89900(N)    090 32 20.23600(W) AD(       ) 3
 HC1033
 HC1033.Superseded values are not recommended for survey control.
 HC1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1033.See file dsdata.txt to determine how the superseded data were derived.
 HC1033
 HC1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1644894680(NAD 83)
 HC1033_MARKER: 53 = ELEVATED TANK
 HC1033
 HC1033  HISTORY     - Date     Condition        Report By
 HC1033  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC1033
 HC1033                          STATION DESCRIPTION
 HC1033
 HC1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1033'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF THE RAILROAD
 HC1033'DEPOT IN DESLOGE, ON PROPERTY OF THE ST JOSEPH LEAD COMPANY.
 HC1033'
 HC1033'THE TANK IS OF WOOD CONSTRUCTION MOUNTED ON TOP OF A FOUR
 HC1033'LEGGED STEEL STRUCTURE AND IS PAINTED BLACK.  IT IS ABOUT 90
 HC1033'FEET HIGH.  THE APEX OF THE TANK ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1345 ***********************************************************************
 KE1345  DESIGNATION -  DEWEY
 KE1345  PID         -  KE1345
 KE1345  STATE/COUNTY-  MO/JACKSON
 KE1345  USGS QUAD   -  BUCKNER (1990)
 KE1345
 KE1345                         *CURRENT SURVEY CONTROL
 KE1345  ___________________________________________________________________
 KE1345* NAD 83(1997)-  39 09 36.61058(N)    094 11 15.28558(W)     ADJUSTED  
 KE1345* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 KE1345  ___________________________________________________________________
 KE1345  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 KE1345  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1345
 KE1345  HORZ ORDER  -  SECOND
 KE1345
 KE1345.The horizontal coordinates were established by classical geodetic methods
 KE1345.and adjusted by the National Geodetic Survey in February 2000..
 KE1345
 KE1345.The orthometric height was scaled from a topographic map.
 KE1345
 KE1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1345
 KE1345.The geoid height was determined by GEOID03.
 KE1345
 KE1345;                    North         East     Units Scale Factor Converg.
 KE1345;SPC MO W     -   332,276.384   877,001.195   MT  0.99995015   +0 11 50.3
 KE1345;UTM  15      - 4,335,222.566   397,396.169   MT  0.99972962   -0 45 00.0
 KE1345
 KE1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1345!SPC MO W     -   0.99996118  x   0.99995015  =   0.99991133
 KE1345!UTM  15      -   0.99996118  x   0.99972962  =   0.99969081
 KE1345
 KE1345|---------------------------------------------------------------------|
 KE1345| PID    Reference Object                     Distance      Geod. Az  |
 KE1345|                                                           dddmmss.s |
 KE1345| CL6380 DEWEY RM 1                           21.398 METERS 21352     |
 KE1345| KE1360 LAKE CITY ARSENAL RESIDENT TK       APPROX.11.6 KM 2224706.4 |
 KE1345| KE1382 INDEPENDENCE COUNTY COURTHOUSE CUPO APPROX.21.2 KM 2491623.2 |
 KE1345| KE1376 INDEPENDENCE ST MARYS CATH CH       APPROX.21.0 KM 2503520.7 |
 KE1345| KE1372 INDEPENDENCE MUNICIPAL STANDPIPE    APPROX.20.8 KM 2512729.7 |
 KE1345| CL6379 DEWEY AZ MK                                        2654503.7 |
 KE1345| KE1349 HUDSON                              143.681 METERS 34729     |
 KE1345|---------------------------------------------------------------------|
 KE1345
 KE1345                          SUPERSEDED SURVEY CONTROL
 KE1345
 KE1345  NAD 83(1997)-  39 09 36.61063(N)    094 11 15.28608(W) AD(       ) 2
 KE1345  NAD 83(1986)-  39 09 36.61700(N)    094 11 15.28161(W) AD(       ) 2
 KE1345  NAD 27      -  39 09 36.60206(N)    094 11 14.47605(W) AD(       ) 2
 KE1345
 KE1345.Superseded values are not recommended for survey control.
 KE1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1345.See file dsdata.txt to determine how the superseded data were derived.
 KE1345
 KE1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9739635223(NAD 83)
 KE1345_MARKER: DS = TRIANGULATION STATION DISK
 KE1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1345
 KE1345  HISTORY     - Date     Condition        Report By
 KE1345  HISTORY     - 1949     MONUMENTED       CGS
 KE1345  HISTORY     - 1963     GOOD             CGS
 KE1345
 KE1345                          STATION DESCRIPTION
 KE1345
 KE1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1345'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH-NORTHEAST OF BUCKNER
 KE1345'AND 0.1 MILE NORTH OF AN EAST-WEST SECTION LINE ROAD NEAR THE
 KE1345'SOUTHEAST CORNER OF A CULTIVATED FIELD AND ABOUT 350 FEET
 KE1345'SOUTH-SOUTHEAST OF THE HIGHEST POINT OF A PROMINENT HILL ON LAND
 KE1345'OWNED BY MR. JOHN B. DEWEY OF KANSAS CITY AND FARMED BY MR.
 KE1345'MELVIN MORRIS.  IT IS 10 FEET EAST OF FIELD ROAD, 25 FEET WEST
 KE1345'OF ROAD LEADING UP TO SMALL STORAGE HOUSES, 34.8 FEET
 KE1345'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A SMALL CONCRETE
 KE1345'BLOCK STORAGE HOUSE AND 5 FEET NORTHWEST OF WITNESS POST.  IT IS
 KE1345'STAMPED DEWEY 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 KE1345'
 KE1345'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, SET NEAR THE
 KE1345'SOUTHEAST CORNER OF THE CULTIVATED FIELD, 35 FEET SOUTHWEST OF
 KE1345'THE SOUTHWEST CORNER OF THE SMALL CONCRETE BLOCK STORAGE HOUSE
 KE1345'AND 10 FEET WEST OF FIELD ROAD.  IT IS STAMPED DEWEY NO 1 1949
 KE1345'AND SET FLUSH WITH THE GROUND SURFACE.
 KE1345'
 KE1345'REFERENCE MARK NO 2 IS HUDSON (MO RC) MARK.  IT IS NORTH-NORTHWEST
 KE1345'OF THE STATION, SET ON THE HIGHEST POINT IN ABOUT THE APPROXIMATE
 KE1345'CENTER OF THE CULTIVATED FIELD.  IT IS A 6 INCH CAST IRON CAP ON
 KE1345'THE TOP OF A PIPE WITH A RAISED TRIANGLE IN CENTER OF TOP AND
 KE1345'PROJECTS ABOUT 3 INCHES.
 KE1345'
 KE1345'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 30 FEET
 KE1345'WEST OF THE CENTER OF COUNTY ROUTE 20E, 6 FEET NORTH OF FENCE
 KE1345'CORNER, 3.5 FEET NORTHWEST OF TELEPHONE POLE AND 2 FEET EAST
 KE1345'OF WITNESS POST.  IT IS STAMPED DEWEY 1949 AND PROJECTS 4 INCHES.
 KE1345'
 KE1345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KE1345'COUNTY ROUTE 20E AT THE CAUTION LIGHT IN BUCKNER, GO NORTH ON
 KE1345'COUNTY ROUTE 20E FOR 1.5 MILES TO SIDE ROAD LEFT AND AZIMUTH
 KE1345'MARK JUST WEST AS DESCRIBED, TURN LEFT AND GO EAST ON DIRT ROAD
 KE1345'FOR 0.5 MILE TO GATE IN FENCE LINE ON THE LEFT AFTER CROSSING
 KE1345'TOP OF HILL, TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD UP
 KE1345'HILL IN A NORTHWESTERLY DIRECTION FOR 0.1 MILE TO SMALL STORAGE
 KE1345'HOUSE AND STATION AS DESCRIBED.
 KE1345'
 KE1345'AN 87 FOOT SIGNAL AT STATION CAMPBELL IS VISIBLE AT 37 FEET.
 KE1345'
 KE1345'A 100 FOOT SIGNAL AT STATION INDEPENDENCE 1934 IS VISIBLE AT 37
 KE1345'FEET.
 KE1345'
 KE1345'AN 87 FOOT SIGNAL AT STATION LIBERTY 1934 IS VISIBLE AT 37 FEET.
 KE1345'
 KE1345'A 4 FOOT SIGNAL AT STATION ORRICK MO RC IS VISIBLE AT 50 FEET.
 KE1345'
 KE1345'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KE1345
 KE1345                          STATION RECOVERY (1963)
 KE1345
 KE1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KE1345'STATION MARK WAS RECOVERED.  DUE TO SNOW COVERAGE, THE REFERENCE
 KE1345'MARKS AND AZIMUTH MARK WERE NOT FOUND.
 KE1345'
 KE1345'AS A RESULT OF ROAD CONSTUCTION, THE TO REACH DESCRIPTION IS CHANGED
 KE1345'AS FOLLOWS--FROM THE JUNCTION OF HWY 24 AND COUNTY ROAD BB IN
 KE1345'BUCKNER, MISSOURI, GO NORTH 1.5 MILES TO SIDE ROAD RIGHT (EAST).
 KE1345'TAKE SIDE ROAD 0.4 MILE TO DRIVEWAY LEFT LEADING TO TOP OF HILL
 KE1345'AND HOUSE.  STATION IS 35 FEET NE OF NW CORNER OF WHITE CONCRETE
 KE1345'BLOCK STORAGE, BEHIND THE HOME OF MR. MORRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1858 ***********************************************************************
 GD1858  DESIGNATION -  DEXTER
 GD1858  PID         -  GD1858
 GD1858  STATE/COUNTY-  MO/STODDARD
 GD1858  USGS QUAD   -  DEXTER (1979)
 GD1858
 GD1858                         *CURRENT SURVEY CONTROL
 GD1858  ___________________________________________________________________
 GD1858* NAD 83(1997)-  36 47 17.28857(N)    089 56 20.76957(W)     ADJUSTED  
 GD1858* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 GD1858  ___________________________________________________________________
 GD1858  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 GD1858  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1858
 GD1858  HORZ ORDER  -  THIRD
 GD1858
 GD1858.This mark is at Dexter Municipal Airport (DXE)
 GD1858
 GD1858.The horizontal coordinates were established by classical geodetic methods
 GD1858.and adjusted by the National Geodetic Survey in February 2000..
 GD1858
 GD1858.The orthometric height was scaled from a topographic map.
 GD1858
 GD1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1858
 GD1858.The geoid height was determined by GEOID03.
 GD1858
 GD1858;                    North         East     Units Scale Factor Converg.
 GD1858;SPC MO E     -   106,089.118   300,061.479   MT  0.99996420   +0 20 09.3
 GD1858;UTM  16      - 4,075,400.393   237,733.632   MT  1.00044748   -1 45 40.0
 GD1858;UTM  15      - 4,075,741.581   773,137.419   MT  1.00051920   +1 50 03.0
 GD1858
 GD1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1858!SPC MO E     -   0.99998970  x   0.99996420  =   0.99995390
 GD1858!UTM  16      -   0.99998970  x   1.00044748  =   1.00043718
 GD1858!UTM  15      -   0.99998970  x   1.00051920  =   1.00050890
 GD1858
 GD1858|---------------------------------------------------------------------|
 GD1858| PID    Reference Object                     Distance      Geod. Az  |
 GD1858|                                                           dddmmss.s |
 GD1858| GD1957 DEXTER RM 1                          13.576 METERS 08818     |
 GD1858| GD1856 AIRPORT BEACON DEXTER MUN APT       APPROX. 0.5 KM 1732245.6 |
 GD1858| GD1959 DEXTER AZ MK                                       1805843.8 |
 GD1858| GD1857 DEXTER MUNICIPAL TANK               APPROX. 1.6 KM 2710530.7 |
 GD1858| GD1958 DEXTER RM 2                           6.599 METERS 34403     |
 GD1858|---------------------------------------------------------------------|
 GD1858
 GD1858                          SUPERSEDED SURVEY CONTROL
 GD1858
 GD1858  NAD 83(1997)-  36 47 17.28997(N)    089 56 20.76985(W) AD(       ) 3
 GD1858  NAD 83(1997)-  36 47 17.29659(N)    089 56 20.76657(W) AD(       ) 3
 GD1858  NAD 83(1997)-  36 47 17.30024(N)    089 56 20.76811(W) AD(       ) 3
 GD1858  NAD 83(1986)-  36 47 17.29940(N)    089 56 20.76895(W) AD(       ) 3
 GD1858  NAD 27      -  36 47 17.10710(N)    089 56 20.44620(W) AD(       ) 3
 GD1858
 GD1858.Superseded values are not recommended for survey control.
 GD1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1858.See file dsdata.txt to determine how the superseded data were derived.
 GD1858
 GD1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3773475400(NAD 83)
 GD1858_MARKER: DS = TRIANGULATION STATION DISK
 GD1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1858
 GD1858  HISTORY     - Date     Condition        Report By
 GD1858  HISTORY     - 1954     MONUMENTED       CGS
 GD1858  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GD1858  HISTORY     - 20020809 MARK NOT FOUND   USACE
 GD1858
 GD1858                          STATION DESCRIPTION
 GD1858
 GD1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1858'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF DEXTER, 0.3 MILE
 GD1858'NORTH OF THE DEXTER MUNICIPAL AIRPORT, 49 FEET SOUTH OF THE CENTER
 GD1858'OF U.S. HIGHWAY 60, 23 FEET WEST OF THE CENTER OF THE ROAD INTO THE
 GD1858'AIRPORT, AND 3 FEET SOUTH OF A GATEPOST.  IT IS STAMPED DEXTER
 GD1858'1954 AND PROJECTS 3 INCHES.
 GD1858'
 GD1858'REFERENCE MARK 1 IS 47 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 60,
 GD1858'21 FEET EAST OF THE CENTER OF THE ROAD INTO THE AIRPORT, AND 1 FOOT
 GD1858'SOUTHEAST OF A GATEPOST.  IT IS STAMPED DEXTER NO 1 1954 AND IS
 GD1858'FLUSH WITH THE GROUND SURFACE.
 GD1858'
 GD1858'REFERENCE MARK 2 IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE
 GD1858'IN THE WEST HEADWALL OF A CONCRETE CULVERT, 28 FEET SOUTH OF THE
 GD1858'CENTER OF U.S. HIGHWAY 60, AND 18 FEET NORTH-NORTHWEST OF A
 GD1858'GATEPOST.  IT IS STAMPED DEXTER NO 2 1954.
 GD1858'
 GD1858'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 54.08 FEET.
 GD1858'
 GD1858'THE AZIMUTH MARK IS 0.05 MILE NORTHWEST OF THE AIRPORT BEACON, 65
 GD1858'FEET NORTH OF AN EAST-WEST FENCE AT THE NORTH END OF A NORTH-SOUTH
 GD1858'RUNWAY, AND 20 FEET SOUTH OF THE CENTER OF A CIRCULAR DRIVEWAY.  IT
 GD1858'IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN A SIDEWALK AND
 GD1858'IS STAMPED DEXTER 1954.
 GD1858'
 GD1858'TO REACH THE STATION FROM THE POST OFFICE IN DEXTER, GO EAST FOR
 GD1858'0.3 MILE TO AN INTERSECTION, TURN RIGHT AND GO SOUTH AND EAST ON
 GD1858'U.S.  HIGHWAY 60 FOR 0.8 MILE TO THE ENTRANCE TO THE AIRPORT AND THE
 GD1858'STATION ON THE RIGHT AS DESCRIBED.  TURN RIGHT AND GO SOUTH ON THE
 GD1858'AIRPORT ROAD FOR 0.3 MILE TO A CIRCULAR DRIVEWAY AND THE AZIMUTH
 GD1858'MARK JUST SOUTH AS DESCRIBED.
 GD1858'
 GD1858'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GD1858
 GD1858                          STATION RECOVERY (1970)
 GD1858
 GD1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1858'THE STATION SURFACE MARK DISK WAS SHEARED OFF THE SHANK.  THE AZIMUTH
 GD1858'MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED
 GD1858'IN APPARENT GOOD CONDITION.  A FIRM PLUMBING BENCH WAS ERECTED OVER
 GD1858'THE CENTER OF THE STATION MARK SHANK, AND A NEW SURFACE MARK DISK
 GD1858'WAS CEMENTED IN A DRILL HOLE IN THE ORIGINAL SURFACE MARK MONUMENT
 GD1858'AND OCCUPIES THE EXACT ORIGINAL HORIZONTAL POSITION AS BEFORE.
 GD1858'THE STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED
 GD1858'USING THE AZIMUTH MARK AS THE INITIAL.  IN CHECKING THE
 GD1858'HORIZONTAL ANGLES BETWEEN THE AZIMUTH MARK AND REFERENCE MARK
 GD1858'NO. 2 A DISCREPANCY OF -01 MIN 11.2 SEC WAS NOTED.  IN CHECKING THE
 GD1858'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND
 GD1858'REFERENCE MARK NO. 1 A DISCREPANCY OF - 0.03 OF A FOOT WAS NOTED, AND
 GD1858'A DISCREPANCY OF PLUS 0.03 OF A FOOT WAS NOTED IN THE HORIZONTAL
 GD1858'MEASURED DISTANCE BETWEEN THE REFERENCE MARKS.
 GD1858'
 GD1858'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1858'
 GD1858'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF DEXTER AT THE
 GD1858'ENTRANCE INTO THE DEXTER MUNICIPAL AIRPORT, AND ABOUT 0.3 OF A MILE
 GD1858'NORTH OF THE ADMINISTRATION BUILDING.
 GD1858'
 GD1858'TO REACH THE STATION FROM THE POST OFFICE IN DEXTER, GO EAST FOR
 GD1858'0.3 OF A MILE TO THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE ROUTE
 GD1858'25.  HERE TURN RIGHT AND GO SOUTH AND EAST ON U.S. HIGHWAY 60 FOR
 GD1858'0.8 OF A MILE TO THE ENTRANCE INTO THE DEXTER MUNICIPAL AIRPORT ON
 GD1858'THE RIGHT AND THE STATION AS DESCRIBED.
 GD1858'
 GD1858'THE STATION IS 49 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S.
 GD1858'HIGHWAY 60 AND STATE ROUTE 114, 24 FEET WEST OF THE APPROXIMATE
 GD1858'CENTER OF THE AIRPORT ENTRANCE ROAD, 21 FEET SOUTHEAST OF A POWERLINE
 GD1858'POLE, 21 FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE CULVERT
 GD1858'HEADWALL, AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT
 GD1858'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 GD1858'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED DEXTER 1954
 GD1858'1970.
 GD1858'
 GD1858'REFERENCE MARK NO. 1 IS 46 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1858'U.S. HIGHWAY 60 AND STATE ROUTE 114, 23 FEET EAST OF THE APPROXIMATE
 GD1858'CENTER OF THE AIRPORT ENTRANCE ROAD, AND 19 FEET SOUTHWEST OF THE
 GD1858'SOUTHEAST CORNER OF A CONCRETE CULVERT HEADWALL.  IT IS A STANDARD
 GD1858'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT
 GD1858'3 INCHES BELOW THE SWARD, AND THE DISK IS STAMPED DEXTER NO 1
 GD1858'1954.
 GD1858'
 GD1858'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1858'U.S. HIGHWAY 60 AND STATE ROUTE 114, 29 FEET WEST OF THE APPROXIMATE
 GD1858'CENTER OF THE AIRPORT ENTRANCE ROAD, AND 20 FEET NORTHEAST OF THE
 GD1858'POWERLINE POLE.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GD1858'NEAR THE CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT AND THE
 GD1858'DISK IS STAMPED DEXTER NO 2 1954.
 GD1858'
 GD1858'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1858'REFERENCE MARK NO. 2 IS 54.11 FEET - 16.494 METERS.
 GD1858'
 GD1858'THE AZIMUTH MARK IS 43.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 GD1858'THE AIRPORT CAFE BUILDING, 39.5 FEET NORTHWEST OF THE NORTHEAST
 GD1858'CORNER OF THE BUILDING, AND 5.5 FEET NORTH OF THE NORTH WALL OF
 GD1858'THE BUILDING. IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GD1858'CONCRETE SLAB ALONG THE NORTH SIDE OF THE BUILDING AND THE DISK IS
 GD1858'STAMPED DEXTER 1954.  TO REACH THE AZIMUTH MARK FROM THE
 GD1858'STATION, GO SOUTH ON THE AIRPORT ROAD FOR 0.3 OF A MILE TO THE MARK
 GD1858'AS DESCRIBED.
 GD1858'
 GD1858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT DEXTER.
 GD1858
 GD1858                          STATION RECOVERY (2002)
 GD1858
 GD1858'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1858'THE STATION IS BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1857 ***********************************************************************
 GD1857  DESIGNATION -  DEXTER MUNICIPAL TANK
 GD1857  PID         -  GD1857
 GD1857  STATE/COUNTY-  MO/STODDARD
 GD1857  USGS QUAD   -  DEXTER (1979)
 GD1857
 GD1857                         *CURRENT SURVEY CONTROL
 GD1857  ___________________________________________________________________
 GD1857* NAD 83(1997)-  36 47 18.24863(N)    089 57 23.70074(W)     ADJUSTED  
 GD1857* NAVD 88     -                                                        
 GD1857  ___________________________________________________________________
 GD1857  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 GD1857  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD1857
 GD1857  HORZ ORDER  -  THIRD
 GD1857
 GD1857.The horizontal coordinates were established by classical geodetic methods
 GD1857.and adjusted by the National Geodetic Survey in February 2000..
 GD1857
 GD1857
 GD1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1857
 GD1857.The geoid height was determined by GEOID03.
 GD1857
 GD1857;                    North         East     Units Scale Factor Converg.
 GD1857;SPC MO E     -   106,109.707   298,501.086   MT  0.99996230   +0 19 31.6
 GD1857;UTM  16      - 4,075,478.103   236,174.274   MT  1.00045759   -1 46 17.8
 GD1857;UTM  15      - 4,075,721.353   771,576.161   MT  1.00050872   +1 49 25.3
 GD1857
 GD1857                          SUPERSEDED SURVEY CONTROL
 GD1857
 GD1857  NAD 83(1997)-  36 47 18.24993(N)    089 57 23.70080(W) AD(       ) 4
 GD1857  NAD 83(1997)-  36 47 18.25663(N)    089 57 23.69743(W) AD(       ) 4
 GD1857  NAD 83(1997)-  36 47 18.26014(N)    089 57 23.69857(W) AD(       ) 4
 GD1857  NAD 83(1986)-  36 47 18.25931(N)    089 57 23.69996(W) AD(       ) 4
 GD1857  NAD 27      -  36 47 18.06700(N)    089 57 23.37200(W) AD(       ) 3
 GD1857
 GD1857.Superseded values are not recommended for survey control.
 GD1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1857.See file dsdata.txt to determine how the superseded data were derived.
 GD1857
 GD1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3617475478(NAD 83)
 GD1857_MARKER: 53 = ELEVATED TANK
 GD1857
 GD1857  HISTORY     - Date     Condition        Report By
 GD1857  HISTORY     - 1930     FIRST OBSERVED   CGS
 GD1857  HISTORY     - 1954     GOOD             CGS
 GD1857  HISTORY     - 1955     GOOD             CGS
 GD1857  HISTORY     - 1970     GOOD             NGS
 GD1857
 GD1857                          STATION DESCRIPTION
 GD1857
 GD1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1857'THE STATION IS LOCATED IN THE SOUTH EDGE OF DEXTER ON THE SUMMIT OF A
 GD1857'HIGH HILL.  IT IS A 4-LEGGED STEEL STRUCTURE, PAINTED ALUMINUM, AND
 GD1857'HAS AN OVERALL APPROXIMATE HEIGHT OF 130 FEET.
 GD1857'
 GD1857'A BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 GD1857'
 GD1857'NOTE - IT IS THE SAME TANK AS LOCATED IN 1930.
 GD1857
 GD1857                          STATION RECOVERY (1955)
 GD1857
 GD1857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1857'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  A MORE
 GD1857'COMPLETE DESCRIPTION FOLLOWS.
 GD1857'
 GD1857'THE STATION IS THE TOP AND CENTER OF AN ELEVATED STEEL WATER TANK
 GD1857'WHICH IS LOCATED ON THE SUMMIT OF A LOW KNOLL AT THE SOUTH END OF
 GD1857'LOCUST STREET IN THE TOWN OF DEXTER.  IT LIES 150 FEET SOUTH OF THE
 GD1857'INTERSECTION OF SOUTH LOCUST AND GRANT STREETS.
 GD1857'
 GD1857'THE TANK IS SUPPORTED BY FOUR LEGS AND HAS A CONICAL SHAPED ROOF WITH
 GD1857'A BALL AT ITS APEX.  IT IS 152 FEET IN HEIGHT AND 35 FEET IN
 GD1857'DIAMETER.
 GD1857
 GD1857                          STATION RECOVERY (1970)
 GD1857
 GD1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1857'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1884 ***********************************************************************
 GD1884  CBN         -  This is a Cooperative Base Network Control Station.
 GD1884  PACS        -  This is a Primary Airport Control Station.
 GD1884  DESIGNATION -  DEXTPORT
 GD1884  PID         -  GD1884
 GD1884  STATE/COUNTY-  MO/STODDARD
 GD1884  USGS QUAD   -  DEXTER (1979)
 GD1884
 GD1884                         *CURRENT SURVEY CONTROL
 GD1884  ___________________________________________________________________
 GD1884* NAD 83(1997)-  36 46 59.86571(N)    089 56 26.09548(W)     ADJUSTED  
 GD1884* NAVD 88     -        92.55   (meters)     303.6    (feet)  GPS OBS   
 GD1884  ___________________________________________________________________
 GD1884  X           -       5,303.912 (meters)                     COMP
 GD1884  Y           -  -5,114,478.385 (meters)                     COMP
 GD1884  Z           -   3,798,198.003 (meters)                     COMP
 GD1884  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 GD1884  ELLIP HEIGHT-          64.19  (meters)          (03/31/98) GPS OBS
 GD1884  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD1884
 GD1884  HORZ ORDER  -  B
 GD1884  ELLP ORDER  -  THIRD     CLASS I
 GD1884
 GD1884.This mark is at Dexter Municipal Airport (DXE)
 GD1884
 GD1884.The horizontal coordinates were established by GPS observations
 GD1884.and adjusted by the National Geodetic Survey in March 1998..
 GD1884
 GD1884.The orthometric height was determined by GPS observations and a
 GD1884.high-resolution geoid model.
 GD1884
 GD1884.GPS derived orthometric heights for airport stations designated as
 GD1884.PACS or SACS are published to 2 decimal places.  This maintains
 GD1884.centimeter relative accuracy between the PACS and SACS.  It does
 GD1884.not indicate centimeter accuracy relative to other marks which are
 GD1884.part of the NAVD 88 network.
 GD1884
 GD1884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1884
 GD1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1884
 GD1884.The ellipsoidal height was determined by GPS observations
 GD1884.and is referenced to NAD 83.
 GD1884
 GD1884.The geoid height was determined by GEOID03.
 GD1884
 GD1884;                    North         East     Units Scale Factor Converg.
 GD1884;SPC MO E     -   105,551.296   299,932.577   MT  0.99996404   +0 20 05.9
 GD1884;UTM  16      - 4,074,867.390   237,585.065   MT  1.00044844   -1 45 42.5
 GD1884;UTM  15      - 4,075,200.273   773,022.558   MT  1.00051843   +1 49 59.1
 GD1884
 GD1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1884!SPC MO E     -   0.99998993  x   0.99996404  =   0.99995397
 GD1884!UTM  16      -   0.99998993  x   1.00044844  =   1.00043836
 GD1884!UTM  15      -   0.99998993  x   1.00051843  =   1.00050835
 GD1884
 GD1884:                Primary Azimuth Mark                     Grid Az
 GD1884:SPC MO E     -  DEXTPORT AZ MK                           182 40 54.9
 GD1884:UTM  16      -  DEXTPORT AZ MK                           184 46 43.3
 GD1884:UTM  15      -  DEXTPORT AZ MK                           181 11 01.7
 GD1884
 GD1884|---------------------------------------------------------------------|
 GD1884| PID    Reference Object                     Distance      Geod. Az  |
 GD1884|                                                           dddmmss.s |
 GD1884| GD1885 DEXTPORT AZ MK                      411.876 METERS 1830100.8 |
 GD1884|---------------------------------------------------------------------|
 GD1884
 GD1884                          SUPERSEDED SURVEY CONTROL
 GD1884
 GD1884  NAD 83(1997)-  36 46 59.87427(N)    089 56 26.09417(W) AD(       ) 3
 GD1884  NAD 83(1986)-  36 46 59.87639(N)    089 56 26.09363(W) AD(       ) 3
 GD1884  NGVD 29 (07/16/90)   92.4    (m)          303.     (f) GPS OBS        
 GD1884
 GD1884.Superseded values are not recommended for survey control.
 GD1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1884.See file dsdata.txt to determine how the superseded data were derived.
 GD1884
 GD1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3758574867(NAD 83)
 GD1884_MARKER: I = METAL ROD
 GD1884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1884_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1884_STAMPING: DEXTPORT 1989
 GD1884_MARK LOGO: NGS   
 GD1884_PROJECTION: RECESSED 6 CENTIMETERS
 GD1884_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1884+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 GD1884_ROD/PIPE-DEPTH: 23.7 meters
 GD1884_SLEEVE-DEPTH  : 0.91 meters
 GD1884
 GD1884  HISTORY     - Date     Condition        Report By
 GD1884  HISTORY     - 1989     MONUMENTED       NGS
 GD1884  HISTORY     - 19900212 GOOD
 GD1884  HISTORY     - 19970303 GOOD             NGS
 GD1884  HISTORY     - 20020809 GOOD             USACE
 GD1884  HISTORY     - 20031210 GOOD             MODNR
 GD1884
 GD1884                          STATION DESCRIPTION
 GD1884
 GD1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1884'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF DEXTER,
 GD1884'ABOUT 36 KM (22.35 MI) EAST OF POPLAR BLUFF, AT THE JUNCTION OF THE
 GD1884'ENTRANCE RAMP AND RUNWAY AT THE DEXTER MUNICIPAL AIRPORT.
 GD1884'OWNERSHIP-CITY OF DEXTER, CITY HALL, DEXTER, MO 63841.  MANAGER IS JIM
 GD1884'TATE, PHONE, 314-624-4527.
 GD1884'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 25 AND STATE
 GD1884'ROUTE 114, LOCATED AT THE SOUTHEAST CORNER OF DEXTER, GO EAST ON STATE
 GD1884'ROUTE 114 FOR 1.04 KM (0.65 MI) TO AIRPORT ENTRANCE ROAD ON THE RIGHT,
 GD1884'TURN RIGHT, SOUTH, ON THE AIRPORT ENTRANCE ROAD FOR 0.48 KM (0.30 MI)
 GD1884'TO A GATE, PASS THROUGH THE GATE ONTO THE APRON AND ONTO THE ENTRANCE
 GD1884'RAMP TO THE JUNCTION OF THE RUNWAY 18 AND THE STATION ON THE LEFT.
 GD1884'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GD1884'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, SET
 GD1884'32.0 M (105.0 FT) EAST OF THE CENTER OF THE RUNWAY, 31.2 M (102.4 FT)
 GD1884'SOUTH OF OF THE ENTRANCE RAMP, 1.8 M (5.9 FT) EAST 0F THE SOUTHEAST
 GD1884'METAL PIPE LEGE OF A VASI LIGHT AND 1.8 M (5.9 FT) EAST OF A
 GD1884'FIBERGLASS WITNESS POST.
 GD1884'DESCRIBED BY M.L.M .
 GD1884
 GD1884                          STATION RECOVERY (1990)
 GD1884
 GD1884'RECOVERED 1990
 GD1884'RECOVERED IN GOOD CONDITION.
 GD1884
 GD1884                          STATION RECOVERY (1997)
 GD1884
 GD1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GD1884'THE STATION IS LOCATED ABOUT 36.0 KM (22.35 MI) EAST OF POPLAR BLUFF,
 GD1884'MO., AND ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF DEXTER, MO., AT THE
 GD1884'DEXTER MUNICIPAL AIRPORT (DXE) , NEAR THE NORTH END OF THE GRASS
 GD1884'MEDIAN NEAR THE AIRPORT OFFICE, AT THE EAST EDGE OF A GRAVEL SURFACE
 GD1884'AROUND THE FIRST VASI LIGHT SOUTHEAST OF RUNWAY END 18.
 GD1884'OWNERSHIP--CITY OF DEXTER, CITY HALL, DEXTER, MO.  63841.  AIRPORT
 GD1884'MANAGER JIM TATE, PHONE 314-624-4527.  NOTE--THIS STATION IS THE
 GD1884'PRIMARY AIRPORT CONTROL (PAC) STATION.  TO REACH THE STATION FROM THE
 GD1884'JUNCTION OF STATE HIGHWAYS 25 AND 114 NEAR THE SOUTH EDGE OF DEXTER,
 GD1884'GO EAST, 1.04 KM (0.65 MI) ALONG HIGHWAY 114 TO THE AIRPORT ENTRANCE
 GD1884'ON THE RIGHT.  TURN RIGHT, SOUTH, 0.48 KM (0.30 MI) ALONG THE ENTRANCE
 GD1884'ROAD TO A GATE.  PASS THROUGH THE GATE, TURN RIGHT, WEST, ACROSS APRON
 GD1884'AND ALONG THE END TAXIWAY/RAMP TO THE STATION ON THE LEFT, EAST OF THE
 GD1884'SOUTH LEG OF THE FIRST VASI LIGHT.  THE STATION IS 32.0 M (105.0 FT)
 GD1884'EAST OF THE RUNWAY CENTERLINE, 31.2 M (102.4 FT) SOUTH OF THE END
 GD1884'TAXIWAY/RAMP CENTERLINE, 1.8 M (5.9 FT) EAST OF THE SOUTH METAL PIPE
 GD1884'LEG OF THE VASI AND WITNESS POST, AND THE STATION IS ABOUT 0.1 M (0.3
 GD1884'FT) BELOW THE RUNWAY LEVEL AND RECESSED ABOUT 6-CM BELOW THE GRAVEL
 GD1884'SURFACE.  BY R.G.  HAYES.  NOTE--THE DATUM POINT IS A PUNCH MARK ON
 GD1884'THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 23.5 M,
 GD1884'(77.1 FT) IN A GREASE FILLED SLEEVE 0.91 M (2.99 FT) LONG, ENCASED IN
 GD1884'A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY CONCRETE.  ACCESS
 GD1884'TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 GD1884
 GD1884                          STATION RECOVERY (2002)
 GD1884
 GD1884'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1884'RECOVERED IN GOOD CONDITION.
 GD1884
 GD1884                          STATION RECOVERY (2003)
 GD1884
 GD1884'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 GD1884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1885 ***********************************************************************
 GD1885  DESIGNATION -  DEXTPORT AZ MK
 GD1885  PID         -  GD1885
 GD1885  STATE/COUNTY-  MO/STODDARD
 GD1885  USGS QUAD   -  DEXTER (1979)
 GD1885
 GD1885                         *CURRENT SURVEY CONTROL
 GD1885  ___________________________________________________________________
 GD1885* NAD 83(1997)-  36 46 46.52289(N)    089 56 26.96968(W)     ADJUSTED  
 GD1885* NAVD 88     -        91.2    (meters)     299.     (feet)  VERTCON   
 GD1885  ___________________________________________________________________
 GD1885  X           -       5,282.489 (meters)                     COMP
 GD1885  Y           -  -5,114,723.708 (meters)                     COMP
 GD1885  Z           -   3,797,867.844 (meters)                     COMP
 GD1885  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 GD1885  ELLIP HEIGHT-          62.97  (meters)          (02/17/00) GPS OBS
 GD1885  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD1885
 GD1885  HORZ ORDER  -  THIRD
 GD1885  ELLP ORDER  -  FOURTH    CLASS I
 GD1885
 GD1885.This mark is at Dexter Municipal Airport (DXE)
 GD1885
 GD1885.The horizontal coordinates were established by GPS observations
 GD1885.and adjusted by the National Geodetic Survey in February 2000..
 GD1885
 GD1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1885
 GD1885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1885
 GD1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1885
 GD1885.The ellipsoidal height was determined by GPS observations
 GD1885.and is referenced to NAD 83.
 GD1885
 GD1885.The geoid height was determined by GEOID03.
 GD1885
 GD1885;                    North         East     Units Scale Factor Converg.
 GD1885;SPC MO E     -   105,139.886   299,913.305   MT  0.99996401   +0 20 05.3
 GD1885;UTM  16      - 4,074,456.761   237,550.738   MT  1.00044866   -1 45 42.4
 GD1885;UTM  15      - 4,074,788.271   773,014.044   MT  1.00051837   +1 49 58.0
 GD1885
 GD1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1885!SPC MO E     -   0.99999012  x   0.99996401  =   0.99995413
 GD1885!UTM  16      -   0.99999012  x   1.00044866  =   1.00043877
 GD1885!UTM  15      -   0.99999012  x   1.00051837  =   1.00050848
 GD1885
 GD1885:                Primary Azimuth Mark                     Grid Az
 GD1885:SPC MO E     -  DEXTPORT                                 002 40 55.0
 GD1885:UTM  16      -  DEXTPORT                                 004 46 42.7
 GD1885:UTM  15      -  DEXTPORT                                 001 11 02.3
 GD1885
 GD1885|---------------------------------------------------------------------|
 GD1885| PID    Reference Object                     Distance      Geod. Az  |
 GD1885|                                                           dddmmss.s |
 GD1885| GD1884 DEXTPORT                            411.876 METERS 0030100.3 |
 GD1885|---------------------------------------------------------------------|
 GD1885
 GD1885                          SUPERSEDED SURVEY CONTROL
 GD1885
 GD1885  NAD 83(1997)-  36 46 46.52289(N)    089 56 26.96968(W) AD(       ) 3
 GD1885  NAD 83(1997)-  36 46 46.52289(N)    089 56 26.96968(W) AD(       ) 3
 GD1885  NAD 83(1997)-  36 46 46.53145(N)    089 56 26.96837(W) AD(       ) 3
 GD1885  NAD 83(1986)-  36 46 46.53357(N)    089 56 26.96782(W) AD(       ) 3
 GD1885  NGVD 29 (07/16/90)   91.2    (m)          299.     (f) GPS OBS        
 GD1885
 GD1885.Superseded values are not recommended for survey control.
 GD1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1885.See file dsdata.txt to determine how the superseded data were derived.
 GD1885
 GD1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3755174457(NAD 83)
 GD1885_MARKER: I = METAL ROD
 GD1885_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1885_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1885_STAMPING: DEXTPORT AZ MK 1989
 GD1885_MARK LOGO: NGS   
 GD1885_PROJECTION: FLUSH
 GD1885_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1885+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 GD1885_ROD/PIPE-DEPTH: 23.0 meters
 GD1885_SLEEVE-DEPTH  : 0.91 meters
 GD1885
 GD1885  HISTORY     - Date     Condition        Report By
 GD1885  HISTORY     - 1989     MONUMENTED       NGS
 GD1885  HISTORY     - 19900212 GOOD
 GD1885
 GD1885                          STATION DESCRIPTION
 GD1885
 GD1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1885'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF DEXTER,
 GD1885'ABOUT 36 KM (22.35 MI) EAST OF POPLAR BLUFF, AT THE JUNCTION OF A
 GD1885'ENTRANCE RAMP AND RUNWAY AT THE DEXTER MUNICIPAL AIRPORT.
 GD1885'OWNERSHIP-CITY OF DEXTER, CITY HALL DEXTER, MO 63841.  MANAGER IS JIM
 GD1885'TATE, PHONE, 314-624-4527.
 GD1885'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 25 AND STATE
 GD1885'ROUTE 114, LOCATED AT THE SOUTHEAST CORNER OF DEXTER, GO EAST ON STATE
 GD1885'ROUTE 114 FOR 1.04 KM (0.65 MI) TO AIRPORT ENTRANCE ROAD ON THE RIGHT,
 GD1885'TURN RIGHT, SOUTH, ON THE AIRPORT ENTRANCE ROAD FOR 0.48 KM (0.30 MI)
 GD1885'TO A GATE, PASS THROUGH THE GATE ONTO THE APRON AND ONTO THE ENTRANCE
 GD1885'RAMP TO THE JUNCTION OF THE RUNWAY 18, TURN LEFT, SOUTH ONTO RUNWAY
 GD1885'AND GO 0.5 KM (0.30 MI) TO THE STATION ON THE LEFT AT THE JUNCTION OF
 GD1885'AN ENTRANCE RAMP.
 GD1885'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GD1885'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, SET
 GD1885'18.2 M (59.7 FT) NORTH OF THE CENTER OF THE ENTRANCE RAMP, 26.3 M
 GD1885'(86.3 FT) EAST OF THE CENTER OF THE RUNWAY, 3.3 M (10.8 FT) EAST OF
 GD1885'THE EAST ONE OF TWO RAMP LIGHTS AND 3.3 M (10.8 FT) EAST OF A
 GD1885'FIBERGLASS WITNESS POST.
 GD1885'DESCRIBED BY M.L.M.
 GD1885
 GD1885                          STATION RECOVERY (1990)
 GD1885
 GD1885'RECOVERED 1990
 GD1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0950 ***********************************************************************
 HE0950  DESIGNATION -  DIAMOND
 HE0950  PID         -  HE0950
 HE0950  STATE/COUNTY-  MO/NEWTON
 HE0950  USGS QUAD   -  FIDELITY (1978)
 HE0950
 HE0950                         *CURRENT SURVEY CONTROL
 HE0950  ___________________________________________________________________
 HE0950* NAD 83(1997)-  37 00 55.90863(N)    094 18 53.90380(W)     ADJUSTED  
 HE0950* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 HE0950  ___________________________________________________________________
 HE0950  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 HE0950  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 HE0950
 HE0950  HORZ ORDER  -  SECOND
 HE0950
 HE0950.The horizontal coordinates were established by classical geodetic methods
 HE0950.and adjusted by the National Geodetic Survey in February 2000..
 HE0950
 HE0950.The orthometric height was scaled from a topographic map.
 HE0950
 HE0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0950
 HE0950.The geoid height was determined by GEOID03.
 HE0950
 HE0950;                    North         East     Units Scale Factor Converg.
 HE0950;SPC MO W     -    94,208.849   866,465.227   MT  0.99994451   +0 06 41.0
 HE0950;UTM  15      - 4,097,403.424   383,019.796   MT  0.99976858   -0 47 30.3
 HE0950
 HE0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0950!SPC MO W     -   0.99994826  x   0.99994451  =   0.99989277
 HE0950!UTM  15      -   0.99994826  x   0.99976858  =   0.99971685
 HE0950
 HE0950:                Primary Azimuth Mark                     Grid Az
 HE0950:SPC MO W     -  DIAMOND AZ MK                            002 31 18.8
 HE0950:UTM  15      -  DIAMOND AZ MK                            003 25 30.1
 HE0950
 HE0950|---------------------------------------------------------------------|
 HE0950| PID    Reference Object                     Distance      Geod. Az  |
 HE0950|                                                           dddmmss.s |
 HE0950| CN6734 DIAMOND AZ MK                                      0023759.8 |
 HE0950| CN6735 DIAMOND RM 1                         25.220 METERS 11516     |
 HE0950| GG0562 DIAMOND MUNICIPAL TANK              APPROX. 2.4 KM 1772009.4 |
 HE0950| CN6736 DIAMOND RM 2                         17.410 METERS 18304     |
 HE0950|---------------------------------------------------------------------|
 HE0950
 HE0950                          SUPERSEDED SURVEY CONTROL
 HE0950
 HE0950  NAD 83(1997)-  37 00 55.90879(N)    094 18 53.90369(W) AD(       ) 2
 HE0950  NAD 83(1997)-  37 00 55.91606(N)    094 18 53.90620(W) AD(       ) 2
 HE0950  NAD 83(1986)-  37 00 55.92271(N)    094 18 53.90193(W) AD(       ) 2
 HE0950  NAD 27      -  37 00 55.69120(N)    094 18 53.10850(W) AD(       ) 2
 HE0950
 HE0950.Superseded values are not recommended for survey control.
 HE0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0950.See file dsdata.txt to determine how the superseded data were derived.
 HE0950
 HE0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8302097403(NAD 83)
 HE0950_MARKER: DS = TRIANGULATION STATION DISK
 HE0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0950
 HE0950  HISTORY     - Date     Condition        Report By
 HE0950  HISTORY     - 1959     MONUMENTED       CGS
 HE0950
 HE0950                          STATION DESCRIPTION
 HE0950
 HE0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HE0950'THE STATION IS ABOUT 1-1/2 MILES NORTH OF DIAMOND, IN THE
 HE0950'SOUTHEAST 1/4 OF SECTION 33, T. 28 N., R. 31 W. AND ON HIGHWAY
 HE0950'RIGHT-OF-WAY.  IT IS 89 FEET NORTH OF A FENCE CORNER, 69 FEET
 HE0950'NORTH OF THE NORTH END OF A CULVERT, 61 FEET NORTH OF A POWER
 HE0950'POLE, 36 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 71
 HE0950'ALTERNATE AND 5 FEET SOUTH OF A WITNESS POST.  THE MONUMENT
 HE0950'PROJECTS 2 INCHES AND THE DISK IS STAMPED DIAMOND 1959.
 HE0950'
 HE0950'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 71
 HE0950'ALTERNATE AND COUNTY ROADS V AND Y IN DIAMOND, GO NORTH ON
 HE0950'U.S. HIGHWAY 71 ALTERNATE FOR 1.35 MILES TO THE STATION ON THE
 HE0950'LEFT AS DESCRIBED.
 HE0950'
 HE0950'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 HE0950'U.S. HIGHWAY 71 ALTERNATE FOR 0.7 MILE TO THE AZIMUTH MARK
 HE0950'ON THE RIGHT, ON HIGHWAY RIGHT-OF-WAY AS DESCRIBED.
 HE0950'
 HE0950'REFERENCE MARK 1 IS ON HIGHWAY RIGHT-OF-WAY.  IT IS 39 FEET EAST
 HE0950'OF THE CENTERLINE OF HIGHWAY 71 AND 36 FEET NORTH OF A TELEPHONE
 HE0950'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DIAMOND NO
 HE0950'1 1959.
 HE0950'
 HE0950'REFERENCE MARK 2 IS ON HIGHWAY RIGHT-OF-WAY.  IT IS 37 FEET WEST
 HE0950'OF THE HIGHWAY, 31 FEET NORTH OF A FENCE CORNER, 14 FEET NORTHWEST
 HE0950'OF THE NORTH END OF A CULVERT AND 3 FEET NORTH OF A POWER POLE.
 HE0950'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED DIAMOND
 HE0950'NO 2 1959.
 HE0950'
 HE0950'THE AZIMUTH MARK IS 72 FEET NORTH OF A POWER POLE, 70 FEET SOUTH
 HE0950'OF A POWER POLE, 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 HE0950'11 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE AND
 HE0950'2 FEET SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 HE0950'AND THE DISK IS STAMPED DIAMOND 1959.
 HE0950'
 HE0950'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1693 ***********************************************************************
 JC1693  DESIGNATION -  DIAMOND 2
 JC1693  PID         -  JC1693
 JC1693  STATE/COUNTY-  MO/FRANKLIN
 JC1693  USGS QUAD   -  GRAY SUMMIT (1969)
 JC1693
 JC1693                         *CURRENT SURVEY CONTROL
 JC1693  ___________________________________________________________________
 JC1693* NAD 83(1997)-  38 28 16.89189(N)    090 51 24.03872(W)     ADJUSTED  
 JC1693* NAVD 88     -       245.2    (meters)     804.     (feet)  GPS OBS   
 JC1693  ___________________________________________________________________
 JC1693  X           -     -74,759.648 (meters)                     COMP
 JC1693  Y           -  -4,999,656.806 (meters)                     COMP
 JC1693  Z           -   3,946,674.083 (meters)                     COMP
 JC1693  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 JC1693  ELLIP HEIGHT-         214.35  (meters)          (02/17/00) GPS OBS
 JC1693  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JC1693
 JC1693  HORZ ORDER  -  FIRST
 JC1693  ELLP ORDER  -  FOURTH    CLASS I
 JC1693
 JC1693.The horizontal coordinates were established by GPS observations
 JC1693.and adjusted by the National Geodetic Survey in February 2000..
 JC1693
 JC1693.The orthometric height was determined by GPS observations and a
 JC1693.high-resolution geoid model.
 JC1693
 JC1693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1693
 JC1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1693
 JC1693.The ellipsoidal height was determined by GPS observations
 JC1693.and is referenced to NAD 83.
 JC1693
 JC1693.The geoid height was determined by GEOID03.
 JC1693
 JC1693;                    North         East     Units Scale Factor Converg.
 JC1693;SPC MO E     -   292,810.288   218,875.754   MT  0.99994526   -0 13 18.8
 JC1693;UTM  15      - 4,260,291.643   686,977.110   MT  1.00003055   +1 20 01.7
 JC1693
 JC1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1693!SPC MO E     -   0.99996637  x   0.99994526  =   0.99991163
 JC1693!UTM  15      -   0.99996637  x   1.00003055  =   0.99999692
 JC1693
 JC1693|---------------------------------------------------------------------|
 JC1693| PID    Reference Object                     Distance      Geod. Az  |
 JC1693|                                                           dddmmss.s |
 JC1693| CI4271 DIAMOND RM 4                         12.714 METERS 01324     |
 JC1693| CI4267 DIAMOND AZ MK                                      0253016.3 |
 JC1693| CI4272 DIAMOND 2 RM 5                        6.512 METERS 20535     |
 JC1693| JC1692 DIAMOND                              47.293 METERS 26240     |
 JC1693|---------------------------------------------------------------------|
 JC1693
 JC1693                          SUPERSEDED SURVEY CONTROL
 JC1693
 JC1693  NAD 83(1997)-  38 28 16.89561(N)    090 51 24.03931(W) AD(       ) 1
 JC1693  NAD 83(1986)-  38 28 16.90890(N)    090 51 24.03779(W) AD(       ) 1
 JC1693  NAD 83(1986)-  38 28 16.90337(N)    090 51 24.03451(W) AD(       ) 3
 JC1693  NAD 27      -  38 28 16.71476(N)    090 51 23.53419(W) AD(       ) 3
 JC1693  NGVD 29 (07/19/86)  245.21   (m)          804.5    (f) LEVELING    3  
 JC1693
 JC1693.Superseded values are not recommended for survey control.
 JC1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1693.See file dsdata.txt to determine how the superseded data were derived.
 JC1693
 JC1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8697760292(NAD 83)
 JC1693_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1693_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1693_STAMPING: DIAMOND 2 1970
 JC1693_MARK LOGO: NGS   
 JC1693_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1693+STABILITY: SURFACE MOTION
 JC1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1693+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 JC1693
 JC1693  HISTORY     - Date     Condition        Report By
 JC1693  HISTORY     - 1970     MONUMENTED       NGS
 JC1693  HISTORY     - 1972     GOOD             NGS
 JC1693  HISTORY     - 19950119 GOOD             MODNR
 JC1693  HISTORY     - 20051031 GOOD             EDSI
 JC1693
 JC1693                          STATION DESCRIPTION
 JC1693
 JC1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JC1693'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE ROAD AT (OLD
 JC1693'U.S. HIGHWAY 66), 6-1/2 MILES WEST OF PACIFIC, 2-1/2 MILES
 JC1693'SOUTHWEST OF GRAY SUMMIT, ABOUT 1/2 MILE WEST OF THE JUNCTION OF
 JC1693'INTERSTATE 44 AND STATE HIGHWAY 100, AND 0.1 MILE SOUTHWEST
 JC1693'OF A NEW TRUCK STOP.
 JC1693'
 JC1693'TO REACH THE STATION FROM GRAY SUMMIT AND MANCHESTER EXIT WHICH
 JC1693'IS 1.0 MILE SOUTH OF GRAY SUMMIT, GO WEST ON INTERSTATE 44 FOR
 JC1693'1.95 MILES TO THE STATE HIGHWAY 100 EXIT.  TURN RIGHT LEAVING
 JC1693'INTERSTATE 44 FOR 0.25 MILE TO STATE HIGHWAY 100.  BEAR RIGHT AND
 JC1693'GO NORTHWEST FOR 0.05 MILE TO OLD HIGHWAY 100.  TURN LEFT AND GO
 JC1693'WEST ON OLD STATE HIGHWAY 100 FOR 0.15 MILE TO THE JUNCTION OF
 JC1693'STATE ROAD AT AND A NEW TRUCK STOP IN THE SOUTHWEST ANGLE.
 JC1693'TURN LEFT AND GO SOUTHWEST ON STATE ROAD AT FOR 0.15 MILE TO
 JC1693'THE STATION ON THE LEFT.
 JC1693'
 JC1693'STATION MARKS ARE STANDARD DISKS STAMPED DIAMOND 2 1970, IT IS
 JC1693'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 JC1693'SURFACE OF THE GROUND.  IT IS 61 FEET EAST OF THE CENTER OF STATE
 JC1693'ROAD AT, 51.5 FEET NORTH OF A TELEPHONE POLE, 44 FEET
 JC1693'SOUTH-SOUTHWEST OF THE SOUTH GATE POST AT A FIELD ENTRANCE,
 JC1693'AND 2.5 FEET WEST OF A METAL WITNESS POST SET IN A NORTH-SOUTH
 JC1693'FENCE.  THE UNDERGROUND MARK, IS SET IN THE TOP OF AN IRREGULAR
 JC1693'MASS OF CONCRETE 2 FEET BELOW THE SURFACE OF THE GROUND.
 JC1693'
 JC1693'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DIAMOND 1956 NO. 4
 JC1693'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JC1693'3 INCHES.  IT IS 64 FEET EAST OF THE CENTER OF STATE ROAD AT,
 JC1693'10 FEET SOUTH OF THE CENTER OF FIELD ENTRANCE, 2 FEET
 JC1693'SOUTH-SOUTHWEST OF THE SOUTH GATE POST, AND 1 FOOT WEST OF A
 JC1693'FENCE.
 JC1693'
 JC1693'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED DIAMOND 2 NO. 5
 JC1693'1970, IS SET IN THE TOP OF A OUTCROPPING SANDSTONE AND CEMENTED
 JC1693'IN A DRILL HOLE.  IT IS 54.5 FEET EAST OF THE CENTER OF STATE
 JC1693'ROAD AT, 30.5 FEET NORTH OF A POWERLINE POLE, AND 8 FEET WEST
 JC1693'OF A FENCE.
 JC1693'
 JC1693'AZIMUTH MARK, A STANDARD DISK STAMPED DIAMOND 1956, IS SET IN THE
 JC1693'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 JC1693'THE GROUND.  IT IS 40 FEET SOUTH OF THE CENTER OF OLD STATE HIGHWAY
 JC1693'100, 13 FEET EAST OF AN EVERGREEN TREE, 2 FEET NORTH OF A FENCE,
 JC1693'AND 1 FOOT EAST OF A METAL WITNESS POST.
 JC1693'
 JC1693'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON STATE
 JC1693'ROAD AT FOR 0.15 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO
 JC1693'EAST ON OLD STATE HIGHWAY 100 FOR 0.05 MILE TO THE AZIMUTH
 JC1693'MARK ON THE RIGHT.
 JC1693
 JC1693                          STATION RECOVERY (1972)
 JC1693
 JC1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JC1693'THE STATION MARK, REFERENCE MARKS 4 AND 5 AND THE AZIMUTH MARK
 JC1693'WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN
 JC1693'1970.
 JC1693'
 JC1693'THE ROUTE TO REACH THE STATION IS ADEQUATE.
 JC1693'
 JC1693'NOTE- AN UNDERGROUND CABLE WAS LAYED ALONG THE WEST SIDE OF
 JC1693'THE STATION MARK.
 JC1693'
 JC1693'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6-1/2 MILES
 JC1693'WEST OF PACIFIC.
 JC1693
 JC1693                          STATION RECOVERY (1995)
 JC1693
 JC1693'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1693'THE STATION MARK IS A STANDARD CGS DISK IN 12 IN ROUND CONCRETE
 JC1693'MONUMENT FLUSH AND STAMPED DIAMOND 2 1970 .  RM 4 IS A STANDARD NGS
 JC1693'DISK IN 10 IN SQUARE CONCRETE MONUMENT PROJECTIN 3 IN AND STAMPED
 JC1693'DIAMOND 1956 NO.  4 1967 .  RM 5 IS A STANDARD NGS DISK CEMENTED IN
 JC1693'DRILL HOLE OF SANDSTONE OUTCROP, STAMPED DIAMOND 2 NO.  5, 1970 . THE
 JC1693'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF PACIFIC, MO AND 2 MI
 JC1693'(3.2 KM) WSW OF GRAY SUMMIT, MO AND.5 MI SOUTHWEST OF I-44 EXIT 251 ON
 JC1693'THE EAST RIGHT-OF-WAY OF ROUTE AT.  IT IS 51.5 FT (15.7 M) SOUTH OF
 JC1693'CENTER OF A FIELD ENTRANCE, 41.6 FT (12.7 M) SOUTH OF RM NO.  4, 2.25
 JC1693'FT (0.69 M) WEST OF METAL AND FIBERGLASS WITNESS POSTS, 2.7 FT (0.8 M)
 JC1693'WEST OF THE RIGHT-OF-WAY FENCE 21.9 FT (6.7 M) NORTH OF RM NO.  5 AND
 JC1693'41.7 FT (12.7 M) EAST OF EDGE OF PAVEMENT. RM NO.  4 IS 44.3 FT (13.5
 JC1693'M) EAST OF EDGE OF PAVEMENT, 2.4 FT (0.7 M) SOUTHWEST OF THE SOUTH
 JC1693'GATE POST OF THE FIELD ENTRANCE AND 1.4 FT (0.4 M) NORTHWEST OF A
 JC1693'WITNESS POST AT THE FENCE. RM NO.  5 IS 35 FT (10.7 M) EAST OF THE
 JC1693'EDGE OF PAVEMENT AND 8 FT (2.4 M) WEST OF THE RIGHT-OF-WAY FENCE.
 JC1693'AZIMUTH WAS NOT RECOVERED AND IS ASSUMED DESTROYED. TO REACH THE
 JC1693'STATION FROM THE TRAFFIC LIGHT INTERSECTION OF MISSOURI HIGHWAY 100
 JC1693'WITH ROUTE AT (0.15 MI WEST OF CENTER OF I-44 EXIT 251) , GO SOUTHERLY
 JC1693'ON ROUTE AT FOR 0.35 MI (0.56 KM) TO STATION ON THE LEFT (EAST)
 JC1693'RIGHT-OF-WAY OPPOSITE TRUCK PARKING AREA OF TRI-COUNTY TRUCK STOP AS
 JC1693'DESCRIBED. A NEW AZIMUTH MARK COULD BE ESTABLISHED ON THE BACK SLOPE
 JC1693'AT THE TOP OF THE WESTBOUND OFF RAMP OF I-44 EXIT 251 AFTER
 JC1693'CONSTRUCTION IS COMPLETE. DATE OF REPORT 12-18-1995
 JC1693
 JC1693                          STATION RECOVERY (2005)
 JC1693
 JC1693'RECOVERY NOTE BY ENGINEERING DESIGN SOURCE 2005 (BMB)
 JC1693'RCOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0562 ***********************************************************************
 GG0562  DESIGNATION -  DIAMOND MUNICIPAL TANK
 GG0562  PID         -  GG0562
 GG0562  STATE/COUNTY-  MO/NEWTON
 GG0562  USGS QUAD   -  GRANBY (1972)
 GG0562
 GG0562                         *CURRENT SURVEY CONTROL
 GG0562  ___________________________________________________________________
 GG0562* NAD 83(1997)-  36 59 38.87130(N)    094 18 49.43502(W)     ADJUSTED  
 GG0562* NAVD 88     -                                                        
 GG0562  ___________________________________________________________________
 GG0562  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 GG0562  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 GG0562
 GG0562  HORZ ORDER  -  THIRD
 GG0562
 GG0562.The horizontal coordinates were established by classical geodetic methods
 GG0562.and adjusted by the National Geodetic Survey in February 2000..
 GG0562
 GG0562
 GG0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0562
 GG0562.The geoid height was determined by GEOID03.
 GG0562
 GG0562;                    North         East     Units Scale Factor Converg.
 GG0562;SPC MO W     -    91,834.359   866,580.338   MT  0.99994456   +0 06 43.5
 GG0562;UTM  15      - 4,095,027.834   383,097.461   MT  0.99976835   -0 47 26.2
 GG0562
 GG0562                          SUPERSEDED SURVEY CONTROL
 GG0562
 GG0562  NAD 83(1997)-  36 59 38.87148(N)    094 18 49.43504(W) AD(       ) 4
 GG0562  NAD 83(1997)-  36 59 38.87178(N)    094 18 49.43511(W) AD(       ) 4
 GG0562  NAD 83(1997)-  36 59 38.87998(N)    094 18 49.43822(W) AD(       ) 4
 GG0562  NAD 83(1986)-  36 59 38.88556(N)    094 18 49.43314(W) AD(       ) 4
 GG0562  NAD 27      -  36 59 38.65700(N)    094 18 48.64300(W) AD(       ) 3
 GG0562
 GG0562.Superseded values are not recommended for survey control.
 GG0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0562.See file dsdata.txt to determine how the superseded data were derived.
 GG0562
 GG0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8309795028(NAD 83)
 GG0562_MARKER: 53 = ELEVATED TANK
 GG0562
 GG0562  HISTORY     - Date     Condition        Report By
 GG0562  HISTORY     - 1959     FIRST OBSERVED   CGS
 GG0562  HISTORY     - 1976     GOOD             NGS
 GG0562  HISTORY     - 20050530 GOOD             GEOCAC
 GG0562
 GG0562                          STATION DESCRIPTION
 GG0562
 GG0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GG0562'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED
 GG0562'NEAR THE CENTER OF TOWN.  THE TANK IS SUPPORTED BY A FOUR
 GG0562'LEGGED STEEL STRUCTURE.  IT IS PAINTED SILVER WITH THE LEGEND
 GG0562'DIAMOND ON THE NORTH AND SOUTH SIDES.  THE OVERALL HEIGHT
 GG0562'IS 125 FEET.
 GG0562
 GG0562                          STATION RECOVERY (1976)
 GG0562
 GG0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GG0562'THIS INTERSECTION STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN
 GG0562'1959 AND FOUND IN GOOD CONDITION.
 GG0562'
 GG0562'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DIAMOND.
 GG0562
 GG0562                          STATION RECOVERY (2005)
 GG0562
 GG0562'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0562'THE TANK IS NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1727 ***********************************************************************
 JC1727  DESIGNATION -  DIECKHAUS
 JC1727  PID         -  JC1727
 JC1727  STATE/COUNTY-  MO/ST CHARLES
 JC1727  USGS QUAD   -  WASHINGTON EAST (1972)
 JC1727
 JC1727                         *CURRENT SURVEY CONTROL
 JC1727  ___________________________________________________________________
 JC1727* NAD 83(1997)-  38 35 16.74023(N)    090 56 40.58427(W)     ADJUSTED  
 JC1727* NAVD 88     -       244.5    (meters)     802.     (feet)  GPS OBS   
 JC1727  ___________________________________________________________________
 JC1727  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 JC1727  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JC1727
 JC1727  HORZ ORDER  -  FIRST
 JC1727
 JC1727.The horizontal coordinates were established by classical geodetic methods
 JC1727.and adjusted by the National Geodetic Survey in February 2000..
 JC1727
 JC1727.The orthometric height was determined by GPS observations and a
 JC1727.high-resolution geoid model.
 JC1727
 JC1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1727
 JC1727.The geoid height was determined by GEOID03.
 JC1727
 JC1727;                    North         East     Units Scale Factor Converg.
 JC1727;SPC MO E     -   305,788.977   211,265.444   MT  0.99995180   -0 16 38.3
 JC1727;UTM  15      - 4,273,059.482   679,016.302   MT  0.99999466   +1 16 56.4
 JC1727
 JC1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1727!SPC MO E     -   0.99996654  x   0.99995180  =   0.99991834
 JC1727!UTM  15      -   0.99996654  x   0.99999466  =   0.99996120
 JC1727
 JC1727:                Primary Azimuth Mark                     Grid Az
 JC1727:SPC MO E     -  DUTZOW CATHOLIC CHURCH                   278 37 16.9
 JC1727:UTM  15      -  DUTZOW CATHOLIC CHURCH                   277 03 42.2
 JC1727
 JC1727|---------------------------------------------------------------------|
 JC1727| PID    Reference Object                     Distance      Geod. Az  |
 JC1727|                                                           dddmmss.s |
 JC1727| JC1729 DUTZOW CATHOLIC CHURCH              APPROX. 3.5 KM 2782038.6 |
 JC1727|---------------------------------------------------------------------|
 JC1727
 JC1727                          SUPERSEDED SURVEY CONTROL
 JC1727
 JC1727  NAD 83(1997)-  38 35 16.74480(N)    090 56 40.58490(W) AD(       ) 1
 JC1727  NAD 83(1986)-  38 35 16.75714(N)    090 56 40.58329(W) AD(       ) 1
 JC1727  NAD 27      -  38 35 16.56800(N)    090 56 40.06500(W) AD(       ) 1
 JC1727  NGVD 29 (07/19/86)  243.     (m)          797.     (f) VERT ANG       
 JC1727
 JC1727.Superseded values are not recommended for survey control.
 JC1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1727.See file dsdata.txt to determine how the superseded data were derived.
 JC1727
 JC1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7901673059(NAD 83)
 JC1727_MARKER: DS = TRIANGULATION STATION DISK
 JC1727_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC1727_SP_SET: SET IN CONCRETE FILLED PIPE
 JC1727_STAMPING: DIECKHAUS 1873
 JC1727_MARK LOGO: CGS   
 JC1727_MAGNETIC: P = MARKER IS A STEEL PIPE
 JC1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1727+STABILITY: SURFACE MOTION
 JC1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC1727+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1995
 JC1727
 JC1727  HISTORY     - Date     Condition        Report By
 JC1727  HISTORY     - 1873     MONUMENTED       CGS
 JC1727  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JC1727  HISTORY     - 1937     GOOD             CGS
 JC1727  HISTORY     - 1962     GOOD             CGS
 JC1727  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 JC1727  HISTORY     - 19950510 GOOD             MODNR
 JC1727
 JC1727                          STATION DESCRIPTION
 JC1727
 JC1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (CHB)
 JC1727'IN FEMME OSAGE TOWNSHIP, ABOUT 6 MILES NORTHEAST OF TOWN
 JC1727'OF WASHINGTON, 2 MILES NORTH OF MISSOURI RIVER ON LAND OWNED
 JC1727'IN 1922 BY HENRY WILMHRUSK, ONE-FOURTH MILE NORTHEAST OF
 JC1727'HIS HOME, ON PROMINENT HILL THICKLY COVERED WITH TIMBER
 JC1727'AND UNDERBRUSH.  SLOPES ARE VERY ABRUPT ON ALL SIDES WITH
 JC1727'OUTCROP OF ROCK BLUFFS, GIVING NO POSSIBILITY OF HILL BEING
 JC1727'CULTIVATED.  ORIGINAL SURFACE MARK WAS STONE POST AND
 JC1727'UNDERGROUND MARK EARTHENWARE PYRAMID.
 JC1727
 JC1727                          STATION RECOVERY (1922)
 JC1727
 JC1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JC1727'IN 1922 UNDERGROUND MARK WAS FOUND IN GOOD CONDITION AND LEFT
 JC1727'UNDISTURBED 28 INCHES BELOW SURFACE.  ORIGINAL SURFACE
 JC1727'MARK WAS GONE, AND LATER SURFACE MARK FOUND OVER STATION
 JC1727'BUT SLIGHTLY OUT OF POSITION WAS IRON PIPE 5 INCHES IN
 JC1727'DIAMETER AND 28 INCHES LONG, WITH CAST IRON CAP WITH
 JC1727'TRIANGLE AND INSCRIPTION, MISSOURI RIVER COMMISSION.  PIPE WAS
 JC1727'PLACED ABOVE UNDERGROUND MARK WITH CAPPED END DOWN,
 JC1727'FILLED WITH CONCRETE, AND STANDARD DISK STATION MARK
 JC1727'SET IN TOP.  MARK PROJECTS 3 INCHES.  ABOUT 7 FEET WEST OF
 JC1727'STATION IS HOLE ABOUT 2-1/2 FEET DEEP AND 4 FEET IN
 JC1727'DIAMETER.
 JC1727
 JC1727                          STATION RECOVERY (1937)
 JC1727
 JC1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JC1727'STATION RECOVERED AS DESCRIBED.  IT IS ABOUT 9.2 MILES BY
 JC1727'ROAD AND TRAIL NE OF WASHINGTON, 2.0 MILES N OF THE MISSOURI
 JC1727'RIVER AND ABOUT 0.6 MILE N OF HIGHWAY 94 ON LAND OWNED BY
 JC1727'HENRY WILLENBRINK, ON A PROMINENT TIMBERED RIDGE ABOUT 0.3
 JC1727'MILE N OF MR. WILLENBRINKS HOUSE.  A PIPE LINE CROSSES THE
 JC1727'RIDGE NEAR THE STATION.
 JC1727'
 JC1727'THE SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A
 JC1727'5-INCH IRON PIPE FILLED WITH CONCRETE, PROJECTING 3 INCHES
 JC1727'ABOVE GROUND.
 JC1727'
 JC1727'UNDERGROUND MARK IS AN EARTHENWARE PYRAMID 28 INCHES BELOW
 JC1727'THE SURFACE.
 JC1727'
 JC1727'TO REACH THE STATION FROM WASHINGTON, START FROM THE JUNCTION
 JC1727'OF HIGHWAYS 100 AND 47, GO E ON 47, 0.7 MILE TO A T-ROAD
 JC1727'N WHERE HIGHWAY 47 TURNS N AND HIGHWAY 100 CONTINUES E,
 JC1727'THERE TURN N AND FOLLOW HIGHWAY 47, CROSS MISSOURI RIVER
 JC1727'BRIDGE AND GO 3.5 MILES TO JUNCTION OF HIGHWAYS 47 AND 94,
 JC1727'THEN TURN RIGHT AND GO E ON HIGHWAY 94, 4.6 MILES TO A PRIVATE
 JC1727'T-ROAD LEFT OR N AT THE FOOT OF THE HILL, TURN LEFT AND
 JC1727'FOLLOW THE PRIVATE ROAD 0.3 MILE TO MR. WILLENBRINKS HOUSE
 JC1727'AND THE END OF THE ROAD.  STATION IS ON THE RIDGE 0.3 MILE N.
 JC1727
 JC1727                          STATION RECOVERY (1962)
 JC1727
 JC1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 JC1727'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 JC1727'COMPLETE NEW DESCRIPTION FOLLOWS.
 JC1727'
 JC1727'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF WASHINGTON, ABOUT
 JC1727'2 MILES NORTH OF THE MISSOURI RIVER AND ABOUT 0.6 MILE NORTH OF
 JC1727'STATE HIGHWAY NO. 94 ON A PROMINENT RIDGE ON THE LAND BELONGING TO
 JC1727'MR. RUDOPH KESSLER.
 JC1727'
 JC1727'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 JC1727'MISSOURI RIVER ON STATE HIGHWAY NO. 47 ABOUT 0.75 MILE NORTHEAST OF
 JC1727'WASHINGTON, GO NORTH ON STATE HIGHWAY NO. 47 FOR 2.65 MILES TO THE
 JC1727'INTERSECTION OF STATE HIGHWAY NO. 47 AND STATE HIGHWAY NO. 94.
 JC1727'TURN RIGHT AND GO EAST ON STATE HIGHWAY NO. 94 FOR 4.15 MILES TO A
 JC1727'DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A DIM
 JC1727'TRACK ROAD FOR 0.2 MILE TO A RED HOUSE ON THE RIGHT AND A BARN ON
 JC1727'THE LEFT AND THE END OF TRUCK TRAVEL.  PACK NORTH FOR 0.3 MILE TO
 JC1727'THE WEST END AND HIGHEST PART OF THE RIDGE AND THE STATION SITE.
 JC1727'
 JC1727'STATION MARK, A STANDARD DISK STAMPED DIECKHAUS 1873, IS SET IN A
 JC1727'5 INCH IRON PIPE WHICH PROJECTS 10 INCHES.  IT IS 7 FEET WEST OF A
 JC1727'HOLE WHICH IS 2 FEET DEEP AND ABOUT 4 FEET IN DIAMETER.
 JC1727
 JC1727                          STATION RECOVERY (1991)
 JC1727
 JC1727'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 JC1727'MARK NOT FOUND.
 JC1727
 JC1727                          STATION RECOVERY (1995)
 JC1727
 JC1727'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1727'STATION MARKS FOUND IN GOOD CONDITION.  STATION COULD NOT BE OCCUPIED
 JC1727'WITH GPS DUE TO BLOCKAGE SO A NEW MARK, DIECKHAUS ECC, WAS
 JC1727'ESTABLISHED.  SEE NEW DESCRIPTION OF DIECKHAUS ECC FOR DETAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6153 ***********************************************************************
 AC6153  DESIGNATION -  DIECKHAUS ECC
 AC6153  PID         -  AC6153
 AC6153  STATE/COUNTY-  MO/ST CHARLES
 AC6153  USGS QUAD   -  WASHINGTON EAST (1972)
 AC6153
 AC6153                         *CURRENT SURVEY CONTROL
 AC6153  ___________________________________________________________________
 AC6153* NAD 83(1997)-  38 35 14.23025(N)    090 56 35.67305(W)     ADJUSTED  
 AC6153* NAVD 88     -       233.7    (meters)     767.     (feet)  GPS OBS   
 AC6153  ___________________________________________________________________
 AC6153  X           -     -82,181.154 (meters)                     COMP
 AC6153  Y           -  -4,991,513.637 (meters)                     COMP
 AC6153  Z           -   3,956,734.093 (meters)                     COMP
 AC6153  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AC6153  ELLIP HEIGHT-         202.54  (meters)          (02/17/00) GPS OBS
 AC6153  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 AC6153
 AC6153  HORZ ORDER  -  FIRST
 AC6153  ELLP ORDER  -  FOURTH    CLASS I
 AC6153
 AC6153.The horizontal coordinates were established by GPS observations
 AC6153.and adjusted by the National Geodetic Survey in February 2000..
 AC6153
 AC6153.The orthometric height was determined by GPS observations and a
 AC6153.high-resolution geoid model.
 AC6153
 AC6153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6153
 AC6153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6153
 AC6153.The ellipsoidal height was determined by GPS observations
 AC6153.and is referenced to NAD 83.
 AC6153
 AC6153.The geoid height was determined by GEOID03.
 AC6153
 AC6153;                    North         East     Units Scale Factor Converg.
 AC6153;SPC MO E     -   305,711.011   211,383.924   MT  0.99995169   -0 16 35.2
 AC6153;UTM  15      - 4,272,984.766   679,136.865   MT  0.99999519   +1 16 59.4
 AC6153
 AC6153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6153!SPC MO E     -   0.99996822  x   0.99995169  =   0.99991991
 AC6153!UTM  15      -   0.99996822  x   0.99999519  =   0.99996341
 AC6153
 AC6153                          SUPERSEDED SURVEY CONTROL
 AC6153
 AC6153  NAD 83(1997)-  38 35 14.23487(N)    090 56 35.67378(W) AD(       ) 1
 AC6153  NAD 83(1986)-  38 35 14.24721(N)    090 56 35.67272(W) AD(       ) 1
 AC6153
 AC6153.Superseded values are not recommended for survey control.
 AC6153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6153.See file dsdata.txt to determine how the superseded data were derived.
 AC6153
 AC6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7913772985(NAD 83)
 AC6153_MARKER: I = METAL ROD
 AC6153_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AC6153_SP_SET: COPPERWELD AND PLATE
 AC6153_STAMPING: DIECKHAUS ECC 1994
 AC6153_MARK LOGO: MODNR 
 AC6153_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6153+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 AC6153
 AC6153  HISTORY     - Date     Condition        Report By
 AC6153  HISTORY     - 1994     MONUMENTED       MODNR
 AC6153  HISTORY     - 20020711 GOOD             CMT
 AC6153
 AC6153                          STATION DESCRIPTION
 AC6153
 AC6153'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6153'THE STATION IS A 30 IN COPPERWELD AND PLATE FLUSH WITH THE GROUND. THE
 AC6153'AZIMUTH MARK (STA.  DIECKHAUS, 1873) IS A CGS DISK STAMPED DICKHAUS,
 AC6153'1873 IN A 5 INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTS 6 IN.
 AC6153'DIECKHAUS ECC 1994 IS LOCATED ON THE NORTHEAST SIDE OF A RIDGE ROAD
 AC6153'AND IN THE EAST HALF OF A CLEARING FOR A NE-SW PIPELINE AND ABOUT 465
 AC6153'FT (141.7 M) S 57 E OF STATION DIECKHAUS, 1873. STATION DIECKHAUS 1873
 AC6153'WAS USED AS THE AZIMUTH FOR DIECKHAUS ECC 1994.  IT IS ON THE
 AC6153'NORTHWEST SIDE OF THE RIDGE ROAD 4.8 FT (1.5 M) SOUTH OF A METAL USCE
 AC6153'WITNESS POST AND 5 FT (1.5 M) WEST OF A CARSONITE WITNESS POST. TO
 AC6153'REACH STATION DIECKHAUS, 1873 FROM THE JUNCTION OF MO HWY.  94 WITH
 AC6153'ROUTE TT IN DUTZOW, MO, GO EASTERLY ON HWY.  94 FOR 2.5 MI (4.0 KM) TO
 AC6153'THE WARREN-ST.  CHARLES COUNTY LINE.  CONTINUE TO FOLLOW HWY.  94 EAST
 AC6153'FOR AN ADDITIONAL 0.8 MI (1.3 KM) TO A CROSSROAD INTERSECTION WITH
 AC6153'OSAGE RIDGE ROAD.  TURN LEFT AND FOLLOW OSAGE RIDGE ROAD NORTHERLY FOR
 AC6153'1.35 MI (2.17 KM) WHERE BLACKTOP BECOMES A GRAVEL SURFACE.  CONTINUE
 AC6153'NORTHERLY AND EASTERLY ON GRAVEL FOR 0.45 MI (0.72 KM) TO A PRIVATE
 AC6153'ENTRANCE ON RIGHT (SOUTH) WITH A MAILBOX WITH TWO DUCKS.  TURN RIGHT
 AC6153'AND GO IN DRIVE FOR ABOUT 30 FT (9.1 M) AND VEER LEFT ONTO A WOODS
 AC6153'TRAIL ROAD SOUTH.  FOLLOW WOODS TRAIL ROAD SOUTHERLY ALONG RIDGE FOR
 AC6153'0.9 MI (1.4 KM) TO STATION DIECKHAUS 1873 ON LEFT IN A CURVE TO
 AC6153'SOUTHEAST.  CONTINUE SOUTHEASTERLY ON WOODS ROAD FOR 0.1 MI (0.2 KM)
 AC6153'TO A CLEARING FOR A PIPELINE AND STATION DIECKHAUS ECC 1994 ON THE
 AC6153'LEFT (NW) SIDE OF THE ROAD AND IN THE EAST HALF OF THE CLEARING AS
 AC6153'DESCRIBED. PROPERTY IS OWNED BY MR.  CRAIG E.  LABARGE, 707 N.  2ND
 AC6153'ST., ST. LOUIS, MO 63178.  TEL 314/982-9421. DATE OF REPORT 12-18-1995
 AC6153
 AC6153                          STATION RECOVERY (2002)
 AC6153
 AC6153'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 AC6153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1611 ***********************************************************************
 GD1611  DESIGNATION -  DIEHLSTADT
 GD1611  PID         -  GD1611
 GD1611  STATE/COUNTY-  MO/SCOTT
 GD1611  USGS QUAD   -  BERTRAND (1969)
 GD1611
 GD1611                         *CURRENT SURVEY CONTROL
 GD1611  ___________________________________________________________________
 GD1611* NAD 83(1997)-  36 58 45.63832(N)    089 25 36.99671(W)     ADJUSTED  
 GD1611* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 GD1611  ___________________________________________________________________
 GD1611  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GD1611  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD1611
 GD1611  HORZ ORDER  -  FIRST
 GD1611
 GD1611.The horizontal coordinates were established by classical geodetic methods
 GD1611.and adjusted by the National Geodetic Survey in February 2000..
 GD1611
 GD1611.The orthometric height was scaled from a topographic map.
 GD1611
 GD1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1611
 GD1611.The geoid height was determined by GEOID03.
 GD1611
 GD1611;                    North         East     Units Scale Factor Converg.
 GD1611;SPC MO E     -   127,698.553   345,535.570   MT  1.00004573   +0 38 43.9
 GD1611;UTM  16      - 4,095,333.882   283,983.697   MT  1.00017488   -1 27 37.6
 GD1611
 GD1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1611!SPC MO E     -   0.99998872  x   1.00004573  =   1.00003445
 GD1611!UTM  16      -   0.99998872  x   1.00017488  =   1.00016360
 GD1611
 GD1611|---------------------------------------------------------------------|
 GD1611| PID    Reference Object                     Distance      Geod. Az  |
 GD1611|                                                           dddmmss.s |
 GD1611| GD1960 DIEHLSTADT RM 1                     154.973 METERS 09144     |
 GD1611| GD1961 DIEHLSTADT RM 2                      12.268 METERS 11320     |
 GD1611| GD1590 WILLIAMS NE BASE                    APPROX.18.7 KM 1234410.2 |
 GD1611| GD1585 CHARLESTON MUNICIPAL TANK           APPROX. 9.2 KM 1304404.5 |
 GD1611| GD1584 CHARLESTON CHURCH SPIRE             APPROX. 9.3 KM 1305845.6 |
 GD1611| GD1781 SIKESTON INTERNATL SHOE TANK        APPROX.17.7 KM 2304258.9 |
 GD1611| GD1783 SIKESTON MUNICIPAL TANK             APPROX.17.9 KM 2312349.7 |
 GD1611| GD1962 DIEHLSTADT RM 3                      13.128 METERS 24837     |
 GD1611|---------------------------------------------------------------------|
 GD1611
 GD1611                          SUPERSEDED SURVEY CONTROL
 GD1611
 GD1611  NAD 83(1997)-  36 58 45.63778(N)    089 25 36.99738(W) AD(       ) 1
 GD1611  NAD 83(1997)-  36 58 45.64204(N)    089 25 36.99381(W) AD(       ) 1
 GD1611  NAD 83(1997)-  36 58 45.64896(N)    089 25 36.99298(W) AD(       ) 1
 GD1611  NAD 83(1986)-  36 58 45.64867(N)    089 25 37.00099(W) AD(       ) 1
 GD1611  NAD 27      -  36 58 45.47200(N)    089 25 36.72600(W) AD(       ) 1
 GD1611
 GD1611.Superseded values are not recommended for survey control.
 GD1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1611.See file dsdata.txt to determine how the superseded data were derived.
 GD1611
 GD1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8398495334(NAD 83)
 GD1611_MARKER: DS = TRIANGULATION STATION DISK
 GD1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1611
 GD1611  HISTORY     - Date     Condition        Report By
 GD1611  HISTORY     - 1930     MONUMENTED       CGS
 GD1611  HISTORY     - 1970     GOOD             NGS
 GD1611
 GD1611                          STATION DESCRIPTION
 GD1611
 GD1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GD1611'ABOUT 6 MILES NORTHWEST OF CHARLESTON AND 1.4 MILES NORTH OF
 GD1611'DIEHLSTADT, ON LAND OWNED BY DR.
 GD1611'GALLAGHER, OF ST. LOUIS, AND CARED FOR BY J. F. MISFELDT OF
 GD1611'IRONTON.  TO REACH FROM CHARLESTON, GO 4 MILES WEST ON UNITED STATES
 GD1611'ROUTE 60 TO JUNCTION WITH GRAVEL ROAD ROUTE 55, THENCE 2-3/4 MILES
 GD1611'NORTH OF DIEHLSTADT, CONTINUE 1-1/2 MILES TO LANE LEADING EAST
 GD1611'200 YARDS TO TENANT HOUSE.  STATION IS IN BARN LOT, 12.52 METERS
 GD1611'41 FEET SOUTHEAST OF SOUTHEAST
 GD1611'CORNER OF BARN, 6.3 METERS 21 FEET NORTHWEST OF
 GD1611'SOUTHEAST FENCE CORNER OF BARN LOT, AND 21.2 METERS 70 FEET EAST OF
 GD1611'26-INCH OAK TREE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GD1611'STATION DISKS SET IN CONCRETE.  REFERENCE
 GD1611'MARK NO. 1 IS STANDARD REFERENCE DISK IN CONCRETE, IN
 GD1611'SOUTHEAST FENCE CORNER OF CULTIVATED FIELD ADJOINING BARN LOT, ON
 GD1611'EDGE OF DIRT LANE, 1 METER 3 FEET WEST OF WEST END OF GATE, AND 170
 GD1611'METERS 558 FEET FROM STATION.
 GD1611
 GD1611                          STATION RECOVERY (1970)
 GD1611
 GD1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1611'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 GD1611'CONDITION.  THESE WERE THE ONLY MARKS ORIGINALLY SET AT THIS
 GD1611'STATION.  TWO NEW REFERENCE MARKS NO. 2 AND NO. 3 WERE ESTABLISHED
 GD1611'THIS DATE.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 GD1611'OBSERVED BETWEEN THE ORIGINAL REFERENCE MARK NO. 1 AND THE NEWLY
 GD1611'ESTABLISHED REFERENCE MARKS.  A BROKEN TAPE MEASUREMENT WITH A 300
 GD1611'FOOT STEEL TAPE WAS MADE BETWEEN THE STATION AND REFERENCE MARK NO.
 GD1611'1 AND THE DISTANCE WAS FOUND TO BE 508.44 FEET RATHER THAN
 GD1611'558.00 FEET AS GIVEN IN THE 1930 DESCRIPTION.  THE PROPERTY OWNER
 GD1611'STATED DEFINITELY THAT THESE MARKS BOTH OCCUPY THE EXACT POSITION
 GD1611'THEY WERE ESTABLISHED AT.  THE DESCRIPTIVE MEASUREMENTS FOR
 GD1611'THE ORIGINAL MARKS WOULD VERIFY THIS.
 GD1611'
 GD1611'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1611'
 GD1611'THE STATION IS ABOUT 6 MILES NORTHWEST OF CHARLESTON, 1.4 MILES
 GD1611'NORTH OF THE SMALL COMMUNITY OF DIEHLSTADT AND ON THE PROPERTY OF
 GD1611'MR.  ESKELL SNEED, WHO BOUGHT THE PROPERTY THE SAME YEAR THE STATION
 GD1611'WAS ORIGINALLY ESTABLISHED.
 GD1611'
 GD1611'TO REACH THE STATION FROM THE SEMO GRAIN CO. COMPLEX, JUST NORTH OF
 GD1611'THE RAILROAD CROSSING OF STATE ROUTE 77 IN DIEHLSTADT, GO NORTHERLY
 GD1611'ON STATE ROUTE 77 FOR 0.55 OF A MILE TO THE FIRST BAPTIST SOUTHERN
 GD1611'CHURCH ON THE LEFT, CONTINUE NORTH ON STATE ROUTE 77 FOR 1.35
 GD1611'MILES TO A DRIVEWAY ON THE RIGHT.  HERE TURN RIGHT ON THIS DRIVEWAY
 GD1611'AND GO EAST FOR 0.15 OF A MILE TO THE STATION ON THE LEFT AS
 GD1611'DESCRIBED.
 GD1611'
 GD1611'THE STATION IS 152 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 GD1611'HOUSE, 98 FEET EAST OF THE NORTHEAST CORNER OF A GARAGE, 47 FEET
 GD1611'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE BARN, 44 FEET
 GD1611'NORTHEAST OF A METAL WITNESS POST AND SIGN, AND 17 FEET NORTH OF AN
 GD1611'EAST-WEST FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1611'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE
 GD1611'DISK IS STAMPED DIEHLSTADT 1930.
 GD1611'
 GD1611'REFERENCE MARK NO. 1 IS 27 FEET NORTHEAST OF A 14-INCH, FORKED
 GD1611'TRUNKED, SHINGLE OAK TREE, 3 FEET SOUTHWEST OF AN 8-INCH OAK TREE,
 GD1611'2.5 FEET NORTH OF A FENCE, 2.5 FEET WEST OF A FENCE, 2.0 FEET NORTH
 GD1611'OF A METAL WITNESS POST AND SIGN, AND IN THE EXTREME SOUTHEAST
 GD1611'CORNER OF A CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP
 GD1611'OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1611'STAMPED DIEHLSTADT NO 1 1930.
 GD1611'
 GD1611'REFERENCE MARK NO. 2 IS 82 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GD1611'A LARGE BARN, 78 FEET EAST OF A METAL WITNESS POST AND SIGN, AND 1
 GD1611'FOOT NORTH OF AN EAST-WEST FENCE.  IT IS A STANDARD DISK SET IN THE
 GD1611'TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GD1611'AND THE DISK IS STAMPED DIEHLSTADT 1930 NO 2 1970.
 GD1611'
 GD1611'REFERENCE MARK NO. 3 IS 62 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 GD1611'THE LARGE BARN, 59 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 GD1611'THE GARAGE, 57 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE LARGE
 GD1611'BARN, 1 FOOT NORTH OF A FENCE, AND 1.0 FOOT EAST OF A METAL
 GD1611'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1611'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE
 GD1611'DISK IS STAMPED DIEHLSTADT 1930 NO 3 1970.
 GD1611'
 GD1611'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GD1611'REFERENCE MARK NO. 3 IS 77.06 FEET - 23.487 METERS.
 GD1611'
 GD1611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.4 MILES
 GD1611'NORTH OF DIEHLSTADT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0744 ***********************************************************************
 HC0744  DESIGNATION -  DILLARD
 HC0744  PID         -  HC0744
 HC0744  STATE/COUNTY-  MO/CRAWFORD
 HC0744  USGS QUAD   -  DAVISVILLE (1978)
 HC0744
 HC0744                         *CURRENT SURVEY CONTROL
 HC0744  ___________________________________________________________________
 HC0744* NAD 83(1997)-  37 46 35.20574(N)    091 13 43.56561(W)     ADJUSTED  
 HC0744* NAVD 88     -       410.0    (meters)    1345.     (feet)  VERTCON   
 HC0744  ___________________________________________________________________
 HC0744  X           -    -108,250.681 (meters)                     COMP
 HC0744  Y           -  -5,046,807.143 (meters)                     COMP
 HC0744  Z           -   3,886,093.844 (meters)                     COMP
 HC0744  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 HC0744  ELLIP HEIGHT-         379.90  (meters)          (02/17/00) GPS OBS
 HC0744  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 HC0744
 HC0744  HORZ ORDER  -  FIRST
 HC0744  ELLP ORDER  -  FOURTH    CLASS I
 HC0744
 HC0744.The horizontal coordinates were established by classical geodetic methods
 HC0744.and adjusted by the National Geodetic Survey in February 2000..
 HC0744
 HC0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0744
 HC0744.Photographs are available for this station.
 HC0744
 HC0744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HC0744
 HC0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0744
 HC0744.The ellipsoidal height was determined by GPS observations
 HC0744.and is referenced to NAD 83.
 HC0744
 HC0744.The geoid height was determined by GEOID03.
 HC0744
 HC0744;                    North         East     Units Scale Factor Converg.
 HC0744;SPC MO E     -   215,870.772   185,800.514   MT  0.99998408   -0 26 47.2
 HC0744;SPC MO C     -   216,381.767   611,988.361   MT  1.00008775   +0 46 43.7
 HC0744;UTM  15      - 4,182,488.961   655,986.566   MT  0.99989970   +1 05 06.9
 HC0744
 HC0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0744!SPC MO E     -   0.99994039  x   0.99998408  =   0.99992447
 HC0744!SPC MO C     -   0.99994039  x   1.00008775  =   1.00002814
 HC0744!UTM  15      -   0.99994039  x   0.99989970  =   0.99984010
 HC0744
 HC0744:                Primary Azimuth Mark                     Grid Az
 HC0744:SPC MO E     -  DILLARD AZ MK                            003 55 22.7
 HC0744:SPC MO C     -  DILLARD AZ MK                            002 41 51.8
 HC0744:UTM  15      -  DILLARD AZ MK                            002 23 28.6
 HC0744
 HC0744|---------------------------------------------------------------------|
 HC0744| PID    Reference Object                     Distance      Geod. Az  |
 HC0744|                                                           dddmmss.s |
 HC0744| CN6737 DILLARD AZ MK                                      0032835.5 |
 HC0744| HC0745 WESTOVER LOOKOUT TOWER              APPROX.16.7 KM 0094336.4 |
 HC0744| CN6738 DILLARD RM 1                         50.609 METERS 11637     |
 HC0744| CN6740 DILLARD WM                           44.730 METERS 22120     |
 HC0744| CN6739 DILLARD RM 2                         44.699 METERS 22120     |
 HC0744| HC0743 SULLIVAN HILL LOOKOUT TOWER         APPROX. 2.0 KM 3291612.1 |
 HC0744| HC0768 GULF PUMP STA S STEELVILLE TK       APPROX.19.6 KM 3341314.8 |
 HC0744|---------------------------------------------------------------------|
 HC0744
 HC0744                          SUPERSEDED SURVEY CONTROL
 HC0744
 HC0744  NAD 83(1986)-  37 46 35.22545(N)    091 13 43.56423(W) AD(       ) 1
 HC0744  NAD 27      -  37 46 35.05800(N)    091 13 43.07200(W) AD(       ) 1
 HC0744  NGVD 29 (09/17/91)  410.0    (m)         1345.     (f) GPS OBS        
 HC0744
 HC0744.Superseded values are not recommended for survey control.
 HC0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0744.See file dsdata.txt to determine how the superseded data were derived.
 HC0744
 HC0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB5598782489(NAD 83)
 HC0744_MARKER: DS = TRIANGULATION STATION DISK
 HC0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0744_SP_SET: CONCRETE POST
 HC0744_STAMPING: DILLARD 1934
 HC0744_MARK LOGO: CGS   
 HC0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0744+STABILITY: SURFACE MOTION
 HC0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0744+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1991
 HC0744
 HC0744  HISTORY     - Date     Condition        Report By
 HC0744  HISTORY     - 1934     MONUMENTED       CGS
 HC0744  HISTORY     - 1934     GOOD             CGS
 HC0744  HISTORY     - 1956     GOOD             CGS
 HC0744  HISTORY     - 19910816 GOOD             NGS
 HC0744  HISTORY     - 20030625 GOOD             MODNR
 HC0744
 HC0744                          STATION DESCRIPTION
 HC0744
 HC0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HC0744'ABOUT 7.6 MILES SOUTHEAST OF CHERRYVILLE, 3.8 MILES BY ROAD
 HC0744'NORTHWEST OF DILLARD, ON SOUTH SIDE OF COUNTY HIGHWAY B,
 HC0744'ON HIGHEST POINT OF HILL COVERED WITH SMALL TIMBER.  TO
 HC0744'REACH FROM STEELVILLE, TAKE STATE HIGHWAY 19 SOUTH TO CHERRYVILLE
 HC0744'TO JUNCTION WITH COUNTY HIGHWAY B.  TURN LEFT ON JUNCTION
 HC0744'OF STATE AND COUNTY HIGHWAYS AND FOLLOW 5.5 MILES TO POINT
 HC0744'WHERE COUNTY HIGHWAY B TURNS RIGHT.  TURN RIGHT HERE AND GO 2.1
 HC0744'MILES TO STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE
 HC0744'STANDARD DISKS STATION MARKS IN CONCRETE.
 HC0744'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 HC0744'IN CONCRETE. REFERENCE MARK IS IN TIMBER
 HC0744'50.63 METERS (166.1 FEET) FROM STATION.
 HC0744
 HC0744                          STATION RECOVERY (1934)
 HC0744
 HC0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 HC0744'RECOVERED IN GOOD CONDITION.
 HC0744
 HC0744                          STATION RECOVERY (1956)
 HC0744
 HC0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0744'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 HC0744'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS-
 HC0744'
 HC0744'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED
 HC0744'HILL ABOUT 5 MILES AIRLINE SOUTHEAST OF CHERRYVILLE, 3 MILES
 HC0744'AIRLINE NORTHWEST OF DILLARD, AND 8 MILES AIRLINE EAST OF
 HC0744'SLIGO.
 HC0744'
 HC0744'TO REACH THE STATION FROM THE POST OFFICE IN DAVISVILLE
 HC0744'GO SOUTH 0.1 MILE TO AN INTERSECTION.  TURN RIGHT AND GO
 HC0744'SOUTHWEST ON STATE HIGHWAY 49A FOR 1.8 MILES TO AN INTERSECTION.
 HC0744'TURN LEFT ONTO STATE HIGHWAY 49 AND GO SOUTH AS PER SIGN
 HC0744'DILLARD 6 FOR 1.75 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 HC0744'KEEP STRAIGHT AHEAD AND GO SOUTH 0.35 MILE TO THE TOP OF A
 HC0744'RISE.  CONTINUE ON ROAD ABOUT 100 YARDS.  TURN RIGHT AND GO
 HC0744'CROSS COUNTRY ABOUT 100 YARDS NORTHWEST TO THE TOP OF THE
 HC0744'HILL AND THE STATION.
 HC0744'
 HC0744'THE STATION MARK IS A STANDARD DISK STAMPED DILLARD 1934
 HC0744'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 HC0744'4 INCHES ABOVE THE GROUND.  IT IS 14 FEET EAST OF A
 HC0744'TRIANGULAR-BLAZED TREE.
 HC0744'
 HC0744'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DILLARD
 HC0744'NO 1 1934 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 HC0744'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 5 FEET LOWER
 HC0744'THAN THE STATION.
 HC0744'
 HC0744'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY
 HC0744'49 AND IS A STANDARD REFERENCE MARK DISK STAMPED DILLARD
 HC0744'AZI 1934 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 HC0744'PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS SET IN A FENCE
 HC0744'LINE 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 HC0744'
 HC0744'THE DIFFERENCE IN DISTANCE TO R.M. 1 WAS NOTED AND CHECKED
 HC0744'IN THE FIELD.
 HC0744
 HC0744                          STATION RECOVERY (1991)
 HC0744
 HC0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HC0744'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT
 HC0744'28.97 KM (18.00 MI) SOUTHEAST FROM STEELVILLE, 8.05 KM (5.00 MI)
 HC0744'SOUTHEAST FROM CHERRYVILLE, 4.82 KM (3.00 MI) NORTHWEST FROM DILLARD,
 HC0744'ON PROPERTY OF THE MARK TWAIN NATIONAL FOREST OF THE U.S. FOREST
 HC0744'SERVICE AND IN SEC2, T35N, R3W ON A HILL LOCALLY KNOWN AS SULLIVAN
 HC0744'HILL.
 HC0744'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 8 AND
 HC0744'19, IN STEELVILLE, GO SOUTHERLY ON HIGHWAY 19 FOR 16.42 KM
 HC0744'(10.20 MI) TO THE JUNCTION WITH STATE HIGHWAY 49, AT CHERRYVILLE.
 HC0744'TURN LEFT AND GO EASTERLY ON HIGHWAY 49 FOR 8.61 KM (5.35 MI) TO THE
 HC0744'JUNCTION WITH STATE ROAD V, AT A CURVE TO THE SOUTH.  TURN RIGHT AND
 HC0744'GO SOUTHERLY ON HIGHWAY 49 FOR 3.38 KM (2.10 MI) TO A TRAIL ROAD ON
 HC0744'THE RIGHT.  TURN RIGHT AND FOLLOW THE TRAIL ROAD FOR 0.16 KM
 HC0744'(0.10 MI) TO THE HIGHEST POINT OF THE HILL AND THE STATION ABOUT 13.7
 HC0744'M (44.9 FT) EAST FROM THE CENTERLINE OF THE TRAIL AND 1.01 M
 HC0744'(3.31 FT) WEST FROM A WITNESS POST.
 HC0744'THE MARK IS LOCATED IN DENSE WOODS AND WILL PROBABLY REQUIRE CLEARING
 HC0744'OF BRUSH AND TREES FOR FUTURE GLOBAL POSITIONING SURVEYS.  PERMISSION
 HC0744'FOR THE CLEARING SHOULD BE OBTAINED FROM THE U.S. FOREST SERVICE
 HC0744'HEADQUARTERS IN ROLLA, MISSOURI.
 HC0744
 HC0744                          STATION RECOVERY (2003)
 HC0744
 HC0744'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (SEW)
 HC0744'GPS VISIBILITY MAY BE OBTAINED BY CLEARING SOME SMALL TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0669 ***********************************************************************
 HC0669  FBN         -  This is a Federal Base Network Control Station.
 HC0669  DESIGNATION -  DILLON
 HC0669  PID         -  HC0669
 HC0669  STATE/COUNTY-  MO/PHELPS
 HC0669  USGS QUAD   -  DILLON (1992)
 HC0669
 HC0669                         *CURRENT SURVEY CONTROL
 HC0669  ___________________________________________________________________
 HC0669* NAD 83(1997)-  37 58 42.13055(N)    091 43 23.39427(W)     ADJUSTED  
 HC0669* NAVD 88     -       366.063  (meters)    1200.99   (feet)  ADJUSTED  
 HC0669  ___________________________________________________________________
 HC0669  X           -    -151,379.400 (meters)                     COMP
 HC0669  Y           -  -5,031,894.892 (meters)                     COMP
 HC0669  Z           -   3,903,758.109 (meters)                     COMP
 HC0669  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 HC0669  ELLIP HEIGHT-         335.33  (meters)          (02/11/04) GPS OBS
 HC0669  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HC0669  DYNAMIC HT  -         365.793 (meters)    1200.11  (feet)  COMP
 HC0669  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 HC0669
 HC0669  HORZ ORDER  -  A
 HC0669  VERT ORDER  -  FIRST     CLASS II
 HC0669  ELLP ORDER  -  FOURTH    CLASS I
 HC0669
 HC0669.The horizontal coordinates were established by GPS observations
 HC0669.and adjusted by the National Geodetic Survey in February 2004..
 HC0669
 HC0669.The orthometric height was determined by differential leveling
 HC0669.and adjusted by the National Geodetic Survey in June 1991..
 HC0669
 HC0669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HC0669
 HC0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0669
 HC0669.The ellipsoidal height was determined by GPS observations
 HC0669.and is referenced to NAD 83.
 HC0669
 HC0669.The geoid height was determined by GEOID03.
 HC0669
 HC0669.The dynamic height is computed by dividing the NAVD 88
 HC0669.geopotential number by the normal gravity value computed on the
 HC0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0669.degrees latitude (g = 980.6199 gals.).
 HC0669
 HC0669.The modeled gravity was interpolated from observed gravity values.
 HC0669
 HC0669;                    North         East     Units Scale Factor Converg.
 HC0669;SPC MO C     -   238,316.208   568,247.322   MT  0.99999068   +0 28 41.0
 HC0669;SPC MO E     -   238,737.403   142,540.016   MT  1.00007551   -0 45 09.9
 HC0669;UTM  15      - 4,204,184.052   612,137.890   MT  0.99975488   +0 47 08.9
 HC0669
 HC0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0669!SPC MO C     -   0.99994738  x   0.99999068  =   0.99993807
 HC0669!SPC MO E     -   0.99994738  x   1.00007551  =   1.00002289
 HC0669!UTM  15      -   0.99994738  x   0.99975488  =   0.99970228
 HC0669
 HC0669:                Primary Azimuth Mark                     Grid Az
 HC0669:SPC MO C     -  DILLON AZ MK                             015 15 53.6
 HC0669:SPC MO E     -  DILLON AZ MK                             016 29 44.5
 HC0669:UTM  15      -  DILLON AZ MK                             014 57 25.7
 HC0669
 HC0669|---------------------------------------------------------------------|
 HC0669| PID    Reference Object                     Distance      Geod. Az  |
 HC0669|                                                           dddmmss.s |
 HC0669| CN6741 DILLON AZ MK                                       0154434.6 |
 HC0669| CN6742 DILLON RM 3                          51.033 METERS 06553     |
 HC0669| HC0860 ST JAMES MUNICIPAL TANK             APPROX. 9.9 KM 0775700.5 |
 HC0669| HC0869 DILLON RM 4                         356.587 METERS 07845     |
 HC0669| HC0670 DILLON RM 1                          31.977 METERS 23141     |
 HC0669| HC0892 ROLLA SCH OF MINES PWRHSE STK       APPROX. 5.3 KM 2385157.0 |
 HC0669| HC0894 ROLLA SCHOOL OF MINES TANK          APPROX. 5.1 KM 2413832.9 |
 HC0669| HC0671 DILLON RM 2                          25.920 METERS 32441     |
 HC0669|---------------------------------------------------------------------|
 HC0669
 HC0669                          SUPERSEDED SURVEY CONTROL
 HC0669
 HC0669  NAD 83(1997)-  37 58 42.12921(N)    091 43 23.40030(W) AD(       ) 1
 HC0669  ELLIP H (02/17/00)  335.19   (m)                       GP(       ) 4 1
 HC0669  NAD 83(1986)-  37 58 42.14540(N)    091 43 23.39536(W) AD(       ) 1
 HC0669  NAD 27      -  37 58 41.99300(N)    091 43 22.83000(W) AD(       ) 1
 HC0669  NAVD 88 (02/11/04)  366.06   (m)         1201.0    (f) LEVELING    3  
 HC0669  NGVD 29 (??/??/92)  366.021  (m)         1200.85   (f) ADJ UNCH    1 2
 HC0669
 HC0669.Superseded values are not recommended for survey control.
 HC0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0669.See file dsdata.txt to determine how the superseded data were derived.
 HC0669
 HC0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC1213804184(NAD 83)
 HC0669_MARKER: DS = TRIANGULATION STATION DISK
 HC0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0669_SP_SET: CONCRETE POST
 HC0669_STAMPING: DILLON 1946
 HC0669_MARK LOGO: CGS   
 HC0669_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HC0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0669+STABILITY: SURFACE MOTION
 HC0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0669+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 HC0669
 HC0669  HISTORY     - Date     Condition        Report By
 HC0669  HISTORY     - 1946     MONUMENTED       CGS
 HC0669  HISTORY     - 1949     GOOD             CGS
 HC0669  HISTORY     - 1949     GOOD             NGS
 HC0669  HISTORY     - 1962     GOOD             USGS
 HC0669  HISTORY     - 1974     GOOD             NGS
 HC0669  HISTORY     - 19900718 GOOD             MODNR
 HC0669  HISTORY     - 19910816 GOOD             NGS
 HC0669  HISTORY     - 19990707 GOOD             NGS
 HC0669  HISTORY     - 20030724 GOOD             USGS
 HC0669  HISTORY     - 20030804 GOOD             MODNR
 HC0669
 HC0669                          STATION DESCRIPTION
 HC0669
 HC0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HC0669'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF ST. JAMES,
 HC0669'3-1/4 MILES NORTHEAST OF ROLLA, AND 1-1/2 MILES WEST-NORTHWEST OF
 HC0669'THE DILLON RAILROAD STATION IN THE NW 1/4 OF SEC. 32, T. 38 N.,
 HC0669'R. 7 W. ON THE ROLLA MUNICIPAL AIRPORT.  IT IS 70 FEET NORTH OF
 HC0669'THE CENTERLINE OF U.S. HIGHWAY 66 AND 70 FEET SOUTH OF THE
 HC0669'SOUTHEAST CORNER OF HANGAR.  THE MARK IS FLUSH WITH THE GROUND
 HC0669'AND THE DISK IS STAMPED DILLON 1946.
 HC0669'
 HC0669'REFERENCE MARK NO. 1 IS 104.91 FEET WEST-SOUTHWEST OF THE
 HC0669'STATION, 56 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF DEENS
 HC0669'PLACE, 42 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 66 AND
 HC0669'3 FEET WEST-NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 HC0669'1 INCH AND THE DISK IS STAMPED DILLON NO 1 1946.
 HC0669'
 HC0669'REFERENCE MARK NO. 2 IS 84.93 FEET NORTH-NORTHWEST OF THE STATION,
 HC0669'AND 5 FEET WEST OF THE SOUTHWEST CORNER OF HANGAR.  THE MARK
 HC0669'PROJECTS 2 INCHES AND THE DISK IS STAMPED DILLON NO 2 1946.
 HC0669'
 HC0669'THE AZIMUTH MARK IS 0.25 MILE NORTH-NORTHEAST OF THE STATION AND 1
 HC0669'FOOT WEST OF A NORTHWEST FENCE CORNER ON THE EAST BOUNDARY
 HC0669'OF THE LANDING FIELD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HC0669'STAMPED DILLON 1946.
 HC0669'
 HC0669'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 HC0669'AND 63 IN THE WEST EDGE OF ROLLA, GO NORTHEASTERLY ON U.S.
 HC0669'HIGHWAY 63 AND 66 FOR 2.3 MILES TO THEIR JUNCTION.  KEEP
 HC0669'RIGHT ON U.S. HIGHWAY 66 FOR 1.8 MILES TO THE ROLLA MUNICIPAL
 HC0669'AIRPORT AND THE STATION ON THE LEFT AS DESCRIBED.
 HC0669'
 HC0669'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST
 HC0669'ACROSS THE LANDING FIELD FOR 0.25 MILE TO FENCE CORNER AND
 HC0669'AZIMUTH MARK AS DESCRIBED.
 HC0669'
 HC0669'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HC0669
 HC0669                          STATION RECOVERY (1949)
 HC0669
 HC0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (SJD)
 HC0669'THE AZIMUTH MARK WAS FOUND TO BE DESTROYED DUE TO GRADING
 HC0669'OPERATIONS AT THE ROLLA MUNICIPAL AIRPORT.
 HC0669
 HC0669                          STATION RECOVERY (1949)
 HC0669
 HC0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 HC0669'3.5 MI NE FROM ROLLA.
 HC0669'ABOUT 3.15 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HC0669'RAILWAY FROM THE STATION AT ROLLA, THENCE ABOUT 0.35 MILE
 HC0669'NORTHEAST ALONG U.S. HIGHWAY 66, AT THE ENTRANCE TO THE ROLLA
 HC0669'MUNICIPAL AIRPORT, 104.9 FEET NORTH OF DILLON RM NO 1, 84.9
 HC0669'FEET SOUTHEAST OF DILLON RM NO 2, 70 FEET NORTHWEST OF THE
 HC0669'CENTER LINE OF THE HIGHWAY, 70 FEET SOUTHEAST OF THE SOUTHEAST
 HC0669'CORNER OF HANGAR BUILDING, 1 FOOT NORTHEAST OF A WHITE WOODEN
 HC0669'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 HC0669'OF A CONCRETE POST FLUSH WITH THE GROUND.
 HC0669
 HC0669                          STATION RECOVERY (1962)
 HC0669
 HC0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HC0669'STATION FOUND IN PLACE BUT COVERED WITH ABOUT 2 INCHES OF
 HC0669'OLD GRAVEL PAVING MATERIAL IN NEW SLOW LANE ROAD ABOUT 70
 HC0669'FEET N OF WEST LANE OF US HWY 66.
 HC0669
 HC0669                          STATION RECOVERY (1974)
 HC0669
 HC0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HC0669'IN 1973 REFERENCE MARKS 3 AND 4 WERE SET.  DUE TO ADVERSE WEATHER
 HC0669'THE STATION WAS NOT COMPLETED FOR DIRECTIONS AND DISTANCES TO
 HC0669'THE MARKS.
 HC0669'
 HC0669'THIS DATE THE STATION MARK, REFERENCE MARKS 2, 3 AND 4 WERE
 HC0669'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND
 HC0669'REFERENCE MARK 1 WERE NOT FOUND AND ARE BELIEVED DESTROYED DUE
 HC0669'TO CHANGES IN THE AREA.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 HC0669'
 HC0669'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF ST JAMES,
 HC0669'3-1/4 MILES NORTHEAST OF ROLLA, IN THE NORTHWEST QUARTER OF SECTION
 HC0669'32, T 38 N, R 7 W, AND AT THE OLD ROLLA MUNICIPAL AIRPORT ON LAND
 HC0669'OWNED BY THE HYPOINT INDUSTRIAL PARK OF ROLLA, MISSOURI.
 HC0669'
 HC0669'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF US
 HC0669'HIGHWAY 63 AND INTERSTATE HIGHWAY 44 AT THE NORTHEAST EDGE OF
 HC0669'ROLLA, GO EASTERLY ON INTERSTATE HIGHWAY 44 FOR 3.25 MILE TO EXIT
 HC0669'AND THE SOUTH END OF OVERPASS OVER THE HIGHWAY AND REFERENCE
 HC0669'MARK 4 IN THE SOUTHWEST CORNER OF THE WEST ABUTMENT.  CONTINUE
 HC0669'NORTH ACROSS OVERPASS FOR 0.1 MILE TO WEST OUTER ROAD.  TURN
 HC0669'LEFT AND GO WESTERLY ON THE OUTER ROAD FOR 0.3 MILE TO THE
 HC0669'STATION ON THE RIGHT.
 HC0669'
 HC0669'THE STATION MARK IS A STANDARD DISK STAMPED DILLON 1946, SET IN
 HC0669'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 HC0669'THE GROUND SURFACE.  IT IS 56 FEET EAST OF A WATER HYDRANT,
 HC0669'43.5 FEET NORTH-NORTHEAST OF THE EAST END OF A SLOPING METAL
 HC0669'GUARD RAIL ALONG THE SOUTH SIDE OF THE OUTER ROAD, 30 FEET NORTH
 HC0669'OF THE CENTER OF THE ROAD AND 3 FEET WEST OF A METAL WITNESS
 HC0669'POST.
 HC0669'
 HC0669'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DILLON NO 2 1946,
 HC0669'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 HC0669'FLUSH WITH THE GROUND SURFACE.  IT IS 3.5 FEET WEST-SOUTHWEST
 HC0669'OF A METAL WITNESS POST AT THE SOUTHWEST CORNER OF A CONCRETE
 HC0669'FOUNDATION.
 HC0669'
 HC0669'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DILLON 1946 NO 3
 HC0669'1973, CEMENTED IN A DRILL HOLE AT THE WEST END OF OLD CONCRETE
 HC0669'FOUNDATION FOR FUEL PUMPS AND THE FOUNDATION PROJECTS 4 INCHES
 HC0669'ABOVE LARGE CONCRETE SLAB.
 HC0669'
 HC0669'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DILLON 1946 NO 4
 HC0669'1973, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF WEST
 HC0669'ABUTEMENT OF CONCRETE OVERPASS ACROSS INTERSTATE HIGHWAY 44.
 HC0669'
 HC0669'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/4 MILES
 HC0669'NORTHEAST OF ROLLA.
 HC0669
 HC0669                          STATION RECOVERY (1990)
 HC0669
 HC0669'RECOVERY NOTE BY MO DEPT OF NAT RES 1990
 HC0669'RECOVERED IN GOOD CONDITION.
 HC0669
 HC0669                          STATION RECOVERY (1991)
 HC0669
 HC0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HC0669'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 5.63
 HC0669'KM (3.50 MI) NORTHEAST FROM ROLLA, 0.48 KM (0.30 MI) SOUTHWEST FROM
 HC0669'WHERE ROAD V CROSSES OVER INTERSTATE HIGHWAY 44 AND ON THE NORTH
 HC0669'RIGHT-OF-WAY OF THE NORTH, OUTER, SERVICE ROAD FOR INTERSTATE HIGHWAY
 HC0669'44, IN SEC32, T38N, R7W.
 HC0669'TO REACH THE STATION FROM THE OVERPASS OF THE JUNCTION OF U.S. HIGHWAY
 HC0669'63 AND INTERSTATE HIGHWAY 44, AT THE NORTHEAST EDGE OF ROLLA, GO
 HC0669'EASTERLY ON INTERSTATE HIGHWAY 44 FOR 5.15 KM (3.20 MI) TO THE EXIT
 HC0669'FOR STATE ROAD V.  EXIT THE INTERSTATE HIGHWAY, TURN LEFT AND GO
 HC0669'NORTH, CROSSING OVER THE HIGHWAY, FOR 0.16 KM (0.10 MI) TO THE NORTH
 HC0669'OUTER SERVICE ROAD.  TURN LEFT AND GO WESTERLY ON THE SERVICE ROAD
 HC0669'FOR 0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT, JUST EAST OF WHAT
 HC0669'IS CURRENTLY THE I-44 SURPLUS STORE BUILDING.
 HC0669'THE DISK IS SET INTO THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 HC0669'GROUND AND IS 32.00 M (104.99 FT) EAST FROM THE SOUTHEAST CORNER OF
 HC0669'THE BUILDING, 31.21 M (102.39 FT) EAST-NORTHEAST FROM A STEEL POST AT
 HC0669'THE NORTH END OF A LARGE BILLBOARD SIGN, 30.88 M (101.31 FT)
 HC0669'EAST-NORTHEAST FROM A STEEL POST AT THE SOUTH END OF THE BILLBOARD,
 HC0669'8.83 M (28.97 FT) NORTH FROM THE CENTERLINE OF THE ROAD AND 0.79 M
 HC0669'(2.59 FT) WEST FROM A WITNESS POST.
 HC0669
 HC0669                          STATION RECOVERY (1999)
 HC0669
 HC0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 HC0669'OTHER ALIASES, ROLLA DILLON, DOD 0773-4 STATION IS IN ROLLA INDUSTRIAL
 HC0669'PARK, IN A NE EXTENSION OF ROLLA, MISSOURI.  IT IS 3.5 MI (5.6 KM) NE
 HC0669'OF PHELPS COUNTY COURTHOUSE. FROM I-44 EXIT 189, GO N ON COUNTY V FOR
 HC0669'0.1 MI (0.2 KM),  TURN SW, LEFT, ONTO OUTER ROADS - WEST AND GO 0.20
 HC0669'MI (0.32 KM) TO STATION ON NW, RIGHT, SIDE OF ROAD.  STATION IS 51.033
 HC0669'M (167.431 FT) WSW OF RM 3, 9.0 M (29.5 FT) N OF CENTER OF OUTER ROAD,
 HC0669'23 M (75.5 FT) NW OF NW EDGE OF WESTBOUND I-44 MERGE RAMP, 17.0 M
 HC0669'(55.8 FT) ENE OF FIRE HYDRANT, 31.1 M (102.0 FT) ENE OF SOUTH LEG OF
 HC0669'DOUBLE BILLBOARD AND 0.6 M (2.0 FT) SOUTH OF WITNESS POST.  IT IS DUE
 HC0669'SOUTH OF 2 WATER TOWERS INSCRIBED- ROLLA.  DISK IS SET INTO A CONCRETE
 HC0669'POST FLUSH WITH GROUND AT TOP OF SHORT LEDGE.  NW, NE, SW, NW, NW, SEC
 HC0669'32, T38N, R7W.
 HC0669
 HC0669                          STATION RECOVERY (2003)
 HC0669
 HC0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (MJM)
 HC0669'RECOVERED AS DESCRIBED.
 HC0669
 HC0669                          STATION RECOVERY (2003)
 HC0669
 HC0669'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 HC0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0670 ***********************************************************************
 HC0670  DESIGNATION -  DILLON RM 1
 HC0670  PID         -  HC0670
 HC0670  STATE/COUNTY-  MO/PHELPS
 HC0670  USGS QUAD   -  DILLON (1992)
 HC0670
 HC0670                         *CURRENT SURVEY CONTROL
 HC0670  ___________________________________________________________________
 HC0670* NAD 83(1986)-  37 58 41.     (N)    091 43 23.     (W)     SCALED    
 HC0670* NAVD 88     -       366.536  (meters)    1202.54   (feet)  ADJUSTED  
 HC0670  ___________________________________________________________________
 HC0670  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HC0670  DYNAMIC HT  -         366.266 (meters)    1201.66  (feet)  COMP
 HC0670  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 HC0670
 HC0670  VERT ORDER  -  FIRST     CLASS II
 HC0670
 HC0670.The horizontal coordinates were scaled from a topographic map and have
 HC0670.an estimated accuracy of +/- 6 seconds.
 HC0670
 HC0670.The orthometric height was determined by differential leveling
 HC0670.and adjusted by the National Geodetic Survey in June 1991..
 HC0670
 HC0670.The geoid height was determined by GEOID03.
 HC0670
 HC0670.The dynamic height is computed by dividing the NAVD 88
 HC0670.geopotential number by the normal gravity value computed on the
 HC0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0670.degrees latitude (g = 980.6199 gals.).
 HC0670
 HC0670.The modeled gravity was interpolated from observed gravity values.
 HC0670
 HC0670;                    North         East    Units  Estimated Accuracy
 HC0670;SPC MO C     -   238,280.      568,260.      MT  (+/- 180 meters Scaled)
 HC0670
 HC0670                          SUPERSEDED SURVEY CONTROL
 HC0670
 HC0670  NGVD 29 (??/??/92)  366.494  (m)         1202.41   (f) ADJ UNCH    1 2
 HC0670
 HC0670.Superseded values are not recommended for survey control.
 HC0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0670.See file dsdata.txt to determine how the superseded data were derived.
 HC0670
 HC0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC121041(NAD 83)
 HC0670_MARKER: DR = REFERENCE MARK DISK
 HC0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0670_STAMPING: DILLON NO 1 1946
 HC0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0670+STABILITY: SURFACE MOTION
 HC0670
 HC0670  HISTORY     - Date     Condition        Report By
 HC0670  HISTORY     - 1946     MONUMENTED       CGS
 HC0670  HISTORY     - 1949     GOOD             NGS
 HC0670  HISTORY     - 1962     MARK NOT FOUND   USGS
 HC0670  HISTORY     - 1962     MARK NOT FOUND   USGS
 HC0670  HISTORY     - 19840921 MARK NOT FOUND   USPSQD
 HC0670
 HC0670                          STATION DESCRIPTION
 HC0670
 HC0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HC0670'3.5 MI NE FROM ROLLA.
 HC0670'ABOUT 3.15 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HC0670'RAILWAY FROM THE STATION AT ROLLA, THENCE ABOUT 0.35 MILE
 HC0670'NORTHEAST ALONG U.S. HIGHWAY 66, ABOUT 46 YARDS WEST OF THE ENTRANCE
 HC0670'TO THE ROLLA MUNICIPAL AIRPORT, 141 FEET SOUTH-SOUTHWEST OF THE
 HC0670'SOUTHWEST CORNER OF THE HANGAR BUILDING, 138 FEET SOUTH OF DILLON
 HC0670'RM NO 2, 56 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER AIR CASTLE
 HC0670'BUILDING, 42 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HC0670'1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 HC0670'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HC0670'1 INCH.
 HC0670
 HC0670                          STATION RECOVERY (1962)
 HC0670
 HC0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HC0670'MARK NOT FOUND.
 HC0670
 HC0670                          STATION RECOVERY (1962)
 HC0670
 HC0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HC0670'MARK NOT FOUND.
 HC0670
 HC0670                          STATION RECOVERY (1984)
 HC0670
 HC0670'RECOVERY NOTE BY US POWER SQUADRON 1984 (VPT)
 HC0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0671 ***********************************************************************
 HC0671  DESIGNATION -  DILLON RM 2
 HC0671  PID         -  HC0671
 HC0671  STATE/COUNTY-  MO/PHELPS
 HC0671  USGS QUAD   -  DILLON (1992)
 HC0671
 HC0671                         *CURRENT SURVEY CONTROL
 HC0671  ___________________________________________________________________
 HC0671* NAD 83(1986)-  37 58 41.     (N)    091 43 23.     (W)     SCALED    
 HC0671* NAVD 88     -       366.130  (meters)    1201.21   (feet)  ADJUSTED  
 HC0671  ___________________________________________________________________
 HC0671  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HC0671  DYNAMIC HT  -         365.860 (meters)    1200.33  (feet)  COMP
 HC0671  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 HC0671
 HC0671  VERT ORDER  -  FIRST     CLASS II
 HC0671
 HC0671.The horizontal coordinates were scaled from a topographic map and have
 HC0671.an estimated accuracy of +/- 6 seconds.
 HC0671
 HC0671.The orthometric height was determined by differential leveling
 HC0671.and adjusted by the National Geodetic Survey in June 1991..
 HC0671
 HC0671.The geoid height was determined by GEOID03.
 HC0671
 HC0671.The dynamic height is computed by dividing the NAVD 88
 HC0671.geopotential number by the normal gravity value computed on the
 HC0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0671.degrees latitude (g = 980.6199 gals.).
 HC0671
 HC0671.The modeled gravity was interpolated from observed gravity values.
 HC0671
 HC0671;                    North         East    Units  Estimated Accuracy
 HC0671;SPC MO C     -   238,280.      568,260.      MT  (+/- 180 meters Scaled)
 HC0671
 HC0671                          SUPERSEDED SURVEY CONTROL
 HC0671
 HC0671  NGVD 29 (??/??/92)  366.087  (m)         1201.07   (f) ADJ UNCH    1 2
 HC0671
 HC0671.Superseded values are not recommended for survey control.
 HC0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0671.See file dsdata.txt to determine how the superseded data were derived.
 HC0671
 HC0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC121041(NAD 83)
 HC0671_MARKER: DR = REFERENCE MARK DISK
 HC0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0671_STAMPING: DILLON NO 2 1946
 HC0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0671+STABILITY: SURFACE MOTION
 HC0671
 HC0671  HISTORY     - Date     Condition        Report By
 HC0671  HISTORY     - 1946     MONUMENTED       CGS
 HC0671  HISTORY     - 1949     GOOD             NGS
 HC0671  HISTORY     - 1962     GOOD             USGS
 HC0671  HISTORY     - 1962     GOOD             USGS
 HC0671
 HC0671                          STATION DESCRIPTION
 HC0671
 HC0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HC0671'3.5 MI NE FROM ROLLA.
 HC0671'ABOUT 3.15 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HC0671'RAILWAY FROM THE STATION AT ROLLA, THENCE ABOUT 0.35 MILE
 HC0671'NORTHEAST ALONG U.S. HIGHWAY 66, NEAR THE ENTRANCE TO THE ROLLA
 HC0671'MUNICIPAL AIRPORT, 152 FEET NORTHWEST OF THE CENTER LINE OF THE
 HC0671'HIGHWAY, 84.9 FEET NORTHWEST OF DILLON STA, 5 FEET WEST-SOUTHWEST
 HC0671'OF THE SOUTHWEST CORNER OF THE HANGAR BUILDING, 1 FOOT NORTH OF
 HC0671'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 HC0671'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HC0671
 HC0671                          STATION RECOVERY (1962)
 HC0671
 HC0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HC0671'RECOVERED IN GOOD CONDITION.
 HC0671
 HC0671                          STATION RECOVERY (1962)
 HC0671
 HC0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HC0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0989 ***********************************************************************
 HE0989  DESIGNATION -  DINGMAN
 HE0989  PID         -  HE0989
 HE0989  STATE/COUNTY-  MO/BARTON
 HE0989  USGS QUAD   -  MINDENMINES (1981)
 HE0989
 HE0989                         *CURRENT SURVEY CONTROL
 HE0989  ___________________________________________________________________
 HE0989* NAD 83(1997)-  37 24 43.64033(N)    094 30 30.56688(W)     ADJUSTED  
 HE0989* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 HE0989  ___________________________________________________________________
 HE0989  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 HE0989  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HE0989
 HE0989  HORZ ORDER  -  THIRD
 HE0989
 HE0989.The horizontal coordinates were established by classical geodetic methods
 HE0989.and adjusted by the National Geodetic Survey in February 2000..
 HE0989
 HE0989.The orthometric height was scaled from a topographic map.
 HE0989
 HE0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0989
 HE0989.The geoid height was determined by GEOID03.
 HE0989
 HE0989;                    North         East     Units Scale Factor Converg.
 HE0989;SPC MO W     -   138,204.740   849,248.362   MT  0.99994118   -0 00 18.6
 HE0989;SPC KS S     -   490,296.982   753,247.280   MT  0.99997459   +2 27 10.4
 HE0989;UTM  15      - 4,141,659.838   366,504.208   MT  0.99981952   -0 54 59.8
 HE0989
 HE0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0989!SPC MO W     -   0.99995958  x   0.99994118  =   0.99990077
 HE0989!SPC KS S     -   0.99995958  x   0.99997459  =   0.99993418
 HE0989!UTM  15      -   0.99995958  x   0.99981952  =   0.99977911
 HE0989
 HE0989:                Primary Azimuth Mark                     Grid Az
 HE0989:SPC MO W     -  DINGMAN AZ MK                            038 29 20.4
 HE0989:SPC KS S     -  DINGMAN AZ MK                            036 01 51.4
 HE0989:UTM  15      -  DINGMAN AZ MK                            039 24 01.6
 HE0989
 HE0989|---------------------------------------------------------------------|
 HE0989| PID    Reference Object                     Distance      Geod. Az  |
 HE0989|                                                           dddmmss.s |
 HE0989| CN6743 DINGMAN AZ MK                                      0382901.8 |
 HE0989| CN6744 DINGMAN RM 1                         10.730 METERS 21104     |
 HE0989| CN6745 DINGMAN RM 2                          8.944 METERS 28933     |
 HE0989|---------------------------------------------------------------------|
 HE0989
 HE0989                          SUPERSEDED SURVEY CONTROL
 HE0989
 HE0989  NAD 83(1997)-  37 24 43.64037(N)    094 30 30.56693(W) AD(       ) 3
 HE0989  NAD 83(1997)-  37 24 43.64760(N)    094 30 30.56864(W) AD(       ) 3
 HE0989  NAD 83(1986)-  37 24 43.65240(N)    094 30 30.56250(W) AD(       ) 3
 HE0989  NAD 27      -  37 24 43.47050(N)    094 30 29.72820(W) AD(       ) 3
 HE0989
 HE0989.Superseded values are not recommended for survey control.
 HE0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0989.See file dsdata.txt to determine how the superseded data were derived.
 HE0989
 HE0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6650441660(NAD 83)
 HE0989_MARKER: DS = TRIANGULATION STATION DISK
 HE0989_SETTING: 66 = SET IN ROCK OUTCROP
 HE0989
 HE0989  HISTORY     - Date     Condition        Report By
 HE0989  HISTORY     - 1960     MONUMENTED       CGS
 HE0989
 HE0989                          STATION DESCRIPTION
 HE0989
 HE0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0989'THE STATION IS APPROXIMATELY 2-1/2 MILES NORTHWEST OF NASHVILLE,
 HE0989'ON THE WEST SLOPE OF A GRASSY KNOLL, NEAR THE CENTER OF SECTION
 HE0989'25, R-31-W, T-31-N, ON PROPERTY OWNED BY MR. ELMER DINGMAN.
 HE0989'
 HE0989'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 HE0989'AND STATE HIGHWAY 126, APPROXIMATELY 4 MILES NORTH OF JASPER,
 HE0989'GO WEST ON HIGHWAY 126 FOR 9.6 MILES TO THE JUNCTION OF STATE
 HE0989'HIGHWAY 43.  CONTINUE WEST ON HIGHWAY 126 FOR 1.0 MILE TO A
 HE0989'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 1.0
 HE0989'MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVEL
 HE0989'ROAD FOR 0.1 MILE TO THE ENTRANCE TO AN OLD ABANDONED HOUSE
 HE0989'ON THE RIGHT AND THE AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD
 HE0989'FOR 0.2 MILE TO A FIELD ENTRANCE ON THE LEFT.  TURN LEFT
 HE0989'AND FOLLOW A TRACK ROAD, SOUTHERLY, 0.5 MILE TO THE STATION
 HE0989'ON THE LEFT, ABOUT 100 FEET EAST OF THE TRACK ROAD.
 HE0989'
 HE0989'STATION MARK IS A STANDARD DISK STAMPED DINGMAN 1960, CEMENTED
 HE0989'IN A DRILL HOLE NEAR THE CENTER OF A ROCK OUTCROP ABOUT 3
 HE0989'FEET IN DIAMETER AND PROJECTS 2 INCHES.  IT IS ON THE WEST
 HE0989'SLOPE OF THE HILL, 395 FEET EAST OF A NORTHEAST FENCE CORNER
 HE0989'AND 265 FEET NORTH OF A FENCE.  NO UNDERGROUND MARK WAS
 HE0989'ESTABLISHED.
 HE0989'
 HE0989'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DINGMAN NO 1
 HE0989'1960, IS CEMENTED IN A DRILL HOLE NEAR THE NORTH END OF A
 HE0989'5 X 3 FOOT ROCK OUTCROP WHICH PROJECTS 5 INCHES.  IT IS ON
 HE0989'THE SOUTHWEST SLOPE OF THE HILL.
 HE0989'
 HE0989'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DINGMAN NO 2
 HE0989'1960, IS CEMENTED IN A DRILL HOLE NEAR THE SOUTH END OF A
 HE0989'5 X 2 FOOT ROCK OUTCROP WHICH PROJECTS 4 INCHES.  IT IS ON
 HE0989'THE NORTHWEST SLOPE OF THE HILL.
 HE0989'
 HE0989'AZIMUTH MARK, A STANDARD DISK STAMPED DINGMAN 1960, IS SET
 HE0989'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 24
 HE0989'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 13 FEET EAST
 HE0989'OF THE CENTER OF A GRAVEL DRIVE, 5 FEET SOUTHWEST OF A SMALL
 HE0989'PEACH TREE AND 2.3 FEET WEST OF A METAL WITNESS POST.
 HE0989'
 HE0989'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1789 ***********************************************************************
 GD1789  DESIGNATION -  DITCH
 GD1789  PID         -  GD1789
 GD1789  STATE/COUNTY-  MO/STODDARD
 GD1789  USGS QUAD   -  MOREHOUSE (1963)
 GD1789
 GD1789                         *CURRENT SURVEY CONTROL
 GD1789  ___________________________________________________________________
 GD1789* NAD 83(1997)-  36 50 02.72627(N)    089 43 49.20285(W)     ADJUSTED  
 GD1789* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 GD1789  ___________________________________________________________________
 GD1789  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 GD1789  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1789
 GD1789  HORZ ORDER  -  FIRST
 GD1789
 GD1789.The horizontal coordinates were established by classical geodetic methods
 GD1789.and adjusted by the National Geodetic Survey in February 2000..
 GD1789
 GD1789.The orthometric height was scaled from a topographic map.
 GD1789
 GD1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1789
 GD1789.The geoid height was determined by GEOID03.
 GD1789
 GD1789;                    North         East     Units Scale Factor Converg.
 GD1789;SPC MO E     -   111,318.289   318,653.817   MT  0.99999138   +0 27 41.2
 GD1789;UTM  16      - 4,079,947.270   256,512.662   MT  1.00033044   -1 38 15.5
 GD1789
 GD1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1789!SPC MO E     -   0.99998966  x   0.99999138  =   0.99998104
 GD1789!UTM  16      -   0.99998966  x   1.00033044  =   1.00032010
 GD1789
 GD1789|---------------------------------------------------------------------|
 GD1789| PID    Reference Object                     Distance      Geod. Az  |
 GD1789|                                                           dddmmss.s |
 GD1789| GD1790 DITCH RM 1                           32.501 METERS 00435     |
 GD1789| GD1796 MOREHOUSE LEAMING LUMBER COMPANY ST APPROX. 3.6 KM 0655200.3 |
 GD1789| GD1784 SIKESTON SCOTT MILLING STK          APPROX.12.8 KM 0690512.4 |
 GD1789| GD1783 SIKESTON MUNICIPAL TANK             APPROX.13.9 KM 0691609.2 |
 GD1789| GD1780 SIKESTON INTERNATL SHOE STACK       APPROX.14.3 KM 0694328.6 |
 GD1789| GD1791 DITCH RM 2 AZIMUTH                  APPROX. 0.8 KM 2501405.0 |
 GD1789| GD1857 DEXTER MUNICIPAL TANK               APPROX.20.8 KM 2555811.7 |
 GD1789|---------------------------------------------------------------------|
 GD1789
 GD1789                          SUPERSEDED SURVEY CONTROL
 GD1789
 GD1789  NAD 83(1997)-  36 50 02.72613(N)    089 43 49.20332(W) AD(       ) 1
 GD1789  NAD 83(1997)-  36 50 02.72933(N)    089 43 49.20753(W) AD(       ) 1
 GD1789  NAD 83(1997)-  36 50 02.73699(N)    089 43 49.19961(W) AD(       ) 1
 GD1789  NAD 83(1986)-  36 50 02.73806(N)    089 43 49.20196(W) AD(       ) 1
 GD1789  NAD 27      -  36 50 02.55000(N)    089 43 48.90300(W) AD(       ) 1
 GD1789
 GD1789.Superseded values are not recommended for survey control.
 GD1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1789.See file dsdata.txt to determine how the superseded data were derived.
 GD1789
 GD1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5651379947(NAD 83)
 GD1789_MARKER: DS = TRIANGULATION STATION DISK
 GD1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1789_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1789+STABILITY: SURFACE MOTION
 GD1789
 GD1789  HISTORY     - Date     Condition        Report By
 GD1789  HISTORY     - 1930     MONUMENTED       CGS
 GD1789  HISTORY     - 1936     SEE DESCRIPTION  LOCENG
 GD1789
 GD1789                          STATION DESCRIPTION
 GD1789
 GD1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GD1789'ABOUT 8 MILES WEST OF SIKESTON, 2 MILES WEST OF MOREHOUSE, 3 MILES
 GD1789'EAST OF RAILROAD STATION AT GRAYRIDGE, ON TOP OF WEST BANK OF LITTLE
 GD1789'RIVER DRAINAGE DITCH NO. 1, AND 35 METERS 115 FEET SOUTH OF CENTER
 GD1789'LINE OF PAVEMENT WEST OF BRIDGE ON ROUTE 60.  SURFACE AND
 GD1789'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GD1789'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN
 GD1789'DRILL HOLE IN SOUTHWEST CORNER OF WEST APPROACH ABUTMENT OF
 GD1789'BRIDGE, AND 32.52 METERS 106.7 FEET FROM STATION N 04 DEG
 GD1789'35 MIN E.  NO. 2 IS A STANDARD REFERENCE DISK IN CONCRETE,
 GD1789'IN FENCE LINE EAST OF COUNTY ROAD, 26 METERS 85 FEET
 GD1789'SOUTH OF ROUTE 60, AND ABOUT ONE-HALF MILE FROM STATION
 GD1789'S 70 DEG 14 MIN W.
 GD1789
 GD1789                          STATION RECOVERY (1936)
 GD1789
 GD1789'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936 (ERS)
 GD1789'LETTER OF MR. EARL R. SHULTZ, CHIEF ENGR., LITTLE RIVER DRAINAGE
 GD1789'DISTRICT, AUG. 21 - DEC. 7, 1936.
 GD1789'
 GD1789'DUE TO ENLARGEMENT OF DITCH NO. 1 ON THE WEST SIDE IN THE VICINITY OF
 GD1789'U.S. HIGHWAY NO. 60 IT WAS NECESSARY TO REMOVE TRIANGULATION STATION
 GD1789'DITCH 1930.  A NEW STATION DITCH 2 WAS ESTABLISHED AND THE OLD
 GD1789'DISK RETURNED TO THE OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1793 ***********************************************************************
 GD1793  DESIGNATION -  DITCH 2
 GD1793  PID         -  GD1793
 GD1793  STATE/COUNTY-  MO/STODDARD
 GD1793  USGS QUAD   -  MOREHOUSE (1963)
 GD1793
 GD1793                         *CURRENT SURVEY CONTROL
 GD1793  ___________________________________________________________________
 GD1793* NAD 83(1997)-  36 50 02.55654(N)    089 43 46.72031(W)     ADJUSTED  
 GD1793* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 GD1793  ___________________________________________________________________
 GD1793  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 GD1793  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1793
 GD1793  HORZ ORDER  -  THIRD
 GD1793
 GD1793.The horizontal coordinates were established by classical geodetic methods
 GD1793.and adjusted by the National Geodetic Survey in February 2000..
 GD1793.No horizontal observational check was made to the station.
 GD1793
 GD1793.The orthometric height was scaled from a topographic map.
 GD1793
 GD1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1793
 GD1793.The geoid height was determined by GEOID03.
 GD1793
 GD1793;                    North         East     Units Scale Factor Converg.
 GD1793;SPC MO E     -   111,313.553   318,715.372   MT  0.99999148   +0 27 42.6
 GD1793;UTM  16      - 4,079,940.280   256,574.022   MT  1.00033007   -1 38 14.0
 GD1793
 GD1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1793!SPC MO E     -   0.99999029  x   0.99999148  =   0.99998177
 GD1793!UTM  16      -   0.99999029  x   1.00033007  =   1.00032035
 GD1793
 GD1793|---------------------------------------------------------------------|
 GD1793| PID    Reference Object                     Distance      Geod. Az  |
 GD1793|                                                           dddmmss.s |
 GD1793| GD1799 DITCH 3                              87.102 METERS 25035     |
 GD1793| GD1790 DITCH RM 1                           69.906 METERS 30234     |
 GD1793| GD1794 EXPANSION JOINT                      61.058 METERS 35520     |
 GD1793|---------------------------------------------------------------------|
 GD1793
 GD1793                          SUPERSEDED SURVEY CONTROL
 GD1793
 GD1793  NAD 83(1997)-  36 50 02.55639(N)    089 43 46.72077(W) AD(       ) 3
 GD1793  NAD 83(1997)-  36 50 02.55952(N)    089 43 46.72499(W) AD(       ) 3
 GD1793  NAD 83(1997)-  36 50 02.56726(N)    089 43 46.71706(W) AD(       ) 3
 GD1793  NAD 83(1986)-  36 50 02.56837(N)    089 43 46.71967(W) AD(       ) 3
 GD1793  NAD 27      -  36 50 02.37900(N)    089 43 46.41500(W) AD(       ) 3
 GD1793
 GD1793.Superseded values are not recommended for survey control.
 GD1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1793.See file dsdata.txt to determine how the superseded data were derived.
 GD1793
 GD1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5657479940(NAD 83)
 GD1793_MARKER: DS = TRIANGULATION STATION DISK
 GD1793_SETTING: 0 = UNSPECIFIED SETTING
 GD1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1793
 GD1793  HISTORY     - Date     Condition        Report By
 GD1793  HISTORY     - 1936     MONUMENTED       LOCENG
 GD1793  HISTORY     - 1947     GOOD             CGS
 GD1793
 GD1793                          STATION DESCRIPTION
 GD1793
 GD1793'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936 (ERS)
 GD1793'LETTER OF MR. EARL R. SCHULTZ, CHIEF ENGR., LITTLE RIVER DRAINAGE
 GD1793'DISTRICT, DEC. 7, 1936.
 GD1793'
 GD1793'DUE TO ENLARGEMENT OF DITCH NO. 1 ON THE WEST SIDE IN THE VICINITY OF
 GD1793'U.S. HIGHWAY NO. 60 IT WAS NECESSARY TO MOVE STATION DITCH 1930.  A
 GD1793'NEW STANDARD STATION DISK STAMPED DITCH 2 1936 WAS SET.
 GD1793
 GD1793                          STATION RECOVERY (1947)
 GD1793
 GD1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JCM)
 GD1793'THIS STATION WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED BY E. H.
 GD1793'SCHULTZ, CHIEF ENGINEER, LITTLE RIVER DRAINAGE DISTRICT.  THE
 GD1793'STATION WAS USED AND TIED IN WITH WORK IN THE ESTABLISHMENT OF
 GD1793'STATION DITCH 3, 1947, AFTER WHICH THE DISK WAS REMOVED AND THE
 GD1793'STATION DESTROYED.  DIRECTION AND DISTANCE WAS ALSO MEASURED TO
 GD1793'LOCATION OF THE ORIGINAL STATION DITCH AND CONSIDERABLE PRODDING
 GD1793'DONE TO ASSURE THE NONEXISTANCE OF THE OLD UNDERGROUND
 GD1793'MARK.  DITCH 1930 AND DITCH 1936 HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1799 ***********************************************************************
 GD1799  DESIGNATION -  DITCH 3
 GD1799  PID         -  GD1799
 GD1799  STATE/COUNTY-  MO/STODDARD
 GD1799  USGS QUAD   -  MOREHOUSE (1963)
 GD1799
 GD1799                         *CURRENT SURVEY CONTROL
 GD1799  ___________________________________________________________________
 GD1799* NAD 83(1997)-  36 50 01.61727(N)    089 43 50.03554(W)     ADJUSTED  
 GD1799* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 GD1799  ___________________________________________________________________
 GD1799  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 GD1799  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1799
 GD1799  HORZ ORDER  -  THIRD
 GD1799
 GD1799.The horizontal coordinates were established by classical geodetic methods
 GD1799.and adjusted by the National Geodetic Survey in February 2000..
 GD1799.No horizontal observational check was made to the station.
 GD1799
 GD1799.The orthometric height was scaled from a topographic map.
 GD1799
 GD1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1799
 GD1799.The geoid height was determined by GEOID03.
 GD1799
 GD1799;                    North         East     Units Scale Factor Converg.
 GD1799;SPC MO E     -   111,283.938   318,633.460   MT  0.99999134   +0 27 40.6
 GD1799;UTM  16      - 4,079,913.676   256,491.053   MT  1.00033057   -1 38 16.0
 GD1799
 GD1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1799!SPC MO E     -   0.99998966  x   0.99999134  =   0.99998100
 GD1799!UTM  16      -   0.99998966  x   1.00033057  =   1.00032023
 GD1799
 GD1799|---------------------------------------------------------------------|
 GD1799| PID    Reference Object                     Distance      Geod. Az  |
 GD1799|                                                           dddmmss.s |
 GD1799| GD1790 DITCH RM 1                           70.521 METERS 01914     |
 GD1799| GD1796 MOREHOUSE LEAMING LUMBER COMPANY ST APPROX. 3.6 KM 0653026.4 |
 GD1799| GD1797 MOREHOUSE MUNICIPAL TANK            APPROX. 3.7 KM 0675413.4 |
 GD1799| GD1793 DITCH 2                              87.102 METERS 07035     |
 GD1799| CG3925 DITCH 3 WM BOLT                      52.456 METERS 20731     |
 GD1799| GD1791 DITCH RM 2 AZIMUTH                  APPROX. 0.8 KM 2520410.1 |
 GD1799| CG3924 DITCH 3 RM 3                         13.860 METERS 30145     |
 GD1799|---------------------------------------------------------------------|
 GD1799
 GD1799                          SUPERSEDED SURVEY CONTROL
 GD1799
 GD1799  NAD 83(1997)-  36 50 01.61713(N)    089 43 50.03600(W) AD(       ) 3
 GD1799  NAD 83(1997)-  36 50 01.62027(N)    089 43 50.04024(W) AD(       ) 3
 GD1799  NAD 83(1997)-  36 50 01.62799(N)    089 43 50.03230(W) AD(       ) 3
 GD1799  NAD 83(1986)-  36 50 01.62919(N)    089 43 50.03457(W) AD(       ) 3
 GD1799  NAD 27      -  36 50 01.44200(N)    089 43 49.72600(W) AD(       ) 3
 GD1799
 GD1799.Superseded values are not recommended for survey control.
 GD1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1799.See file dsdata.txt to determine how the superseded data were derived.
 GD1799
 GD1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5649179914(NAD 83)
 GD1799_MARKER: DS = TRIANGULATION STATION DISK
 GD1799_SETTING: 0 = UNSPECIFIED SETTING
 GD1799
 GD1799  HISTORY     - Date     Condition        Report By
 GD1799  HISTORY     - 1947     MONUMENTED       CGS
 GD1799  HISTORY     - 1953     MARK NOT FOUND   CGS
 GD1799
 GD1799                          STATION DESCRIPTION
 GD1799
 GD1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (JCM)
 GD1799'STATION IS LOCATED ON THE TOP OF THE W SPOIL BANK OF DRAINAGE DITCH
 GD1799'NO. 1, LITTLE RIVER DRAINAGE DISTRICT, ABOUT 8 MILES W OF SIKESTON,
 GD1799'2 MILES W OF MOREHOUSE, 3 MILES E OF THE RAILROAD STATION AT
 GD1799'GRAYRIDGE, ABOUT 225 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 60
 GD1799'AND 240 FEET SW OF THE HIGHWAY BRIDGE OVER THE DRAINAGE DITCH.
 GD1799'
 GD1799'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND PROJECTS
 GD1799'3 INCHES.  UNDERGROUND MARK IS A BRONZE STATION DISK IN CONCRETE.
 GD1799'
 GD1799'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE S END OF THE W
 GD1799'BRIDGE ABUTMENT AS ORIGINALLY SET IN 1930, 231.5 FEET, SLOPE
 GD1799'DISTANCE, NNE OF THE STATION.
 GD1799'
 GD1799'REFERENCE MARK 2 AZIMUTH MARK IS A BRONZE REFERENCE DISK SET IN A
 GD1799'CONCRETE BLOCK, PROJECTING 3 INCHES, ABOUT 1/2 MILE W OF THE
 GD1799'STATION, 80.5 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 60, AT THE E
 GD1799'EDGE OF A DIRT ROAD LEADING S, AND AT THE W EDGE OF A
 GD1799'LARGE OPEN FIELD.  ORIGINAL POSITION OF THIS MARK WAS
 GD1799'HELD AND POINTING OF ARROW CORRECTED ORIGINAL POINTING WAS
 GD1799'BADLY IN ERROR.
 GD1799'
 GD1799'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN A CONCRETE BLOCK,
 GD1799'ESTABLISHED IN 1947.  IT IS LOCATED AT THE W FOOT OF THE SPOIL BANK,
 GD1799'ABOUT 215 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 60, AND 49.2
 GD1799'FEET, SLOPE DISTANCE, NW OF THE STATION.  IT PROJECTS 5 INCHES.
 GD1799'
 GD1799'WITNESS MARK IS A 1/4-INCH COPPER BOLT CEMENTED IN A DRILL HOLE IN
 GD1799'THE TOP OF THE NE CORNER OF A CONCRETE BLOCK, ABOUT 3-BY 4-BY 5-FEET,
 GD1799'LYING IN OPEN FIELD ON TOP OF GROUND.  BOLT WAS USED, AS REMOVAL
 GD1799'OF THIS BLOCK MAY BE DESIRED BY THE PROPERTY OWNER.  MARK IS 172.8
 GD1799'FEET, SLOPE DISTANCE, SW OF THE STATION.
 GD1799'
 GD1799'STATION MAY BE REACHED BY U.S. HIGHWAY 60, 2 MILES W OF MOREHEAD, OR
 GD1799'3 MILES E OF THE RAILROAD STATION AT GRAYRIDGE.
 GD1799
 GD1799                          STATION RECOVERY (1953)
 GD1799
 GD1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JAW)
 GD1799'STATION WAS SEARCHED FOR AT THE LOCATION DESCRIBED AND NO MARKS WERE
 GD1799'FOUND.  A NEW BRIDGE HAS BEEN CONSTRUCTED ACROSS THE DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1800 ***********************************************************************
 GD1800  DESIGNATION -  DITCH 4 RESET
 GD1800  PID         -  GD1800
 GD1800  STATE/COUNTY-  MO/STODDARD
 GD1800  USGS QUAD   -  MOREHOUSE (1963)
 GD1800
 GD1800                         *CURRENT SURVEY CONTROL
 GD1800  ___________________________________________________________________
 GD1800* NAD 83(1997)-  36 50 01.66009(N)    089 43 50.00162(W)     ADJUSTED  
 GD1800* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 GD1800  ___________________________________________________________________
 GD1800  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 GD1800  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1800
 GD1800  HORZ ORDER  -  SECOND
 GD1800
 GD1800.The horizontal coordinates were established by classical geodetic methods
 GD1800.and adjusted by the National Geodetic Survey in February 2000..
 GD1800
 GD1800.The orthometric height was scaled from a topographic map.
 GD1800
 GD1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1800
 GD1800.The geoid height was determined by GEOID03.
 GD1800
 GD1800;                    North         East     Units Scale Factor Converg.
 GD1800;SPC MO E     -   111,285.265   318,634.290   MT  0.99999135   +0 27 40.7
 GD1800;UTM  16      - 4,079,914.972   256,491.931   MT  1.00033056   -1 38 15.9
 GD1800
 GD1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1800!SPC MO E     -   0.99998966  x   0.99999135  =   0.99998101
 GD1800!UTM  16      -   0.99998966  x   1.00033056  =   1.00032022
 GD1800
 GD1800|---------------------------------------------------------------------|
 GD1800| PID    Reference Object                     Distance      Geod. Az  |
 GD1800|                                                           dddmmss.s |
 GD1800| GD1795 GAGING STATION NR DITCH              55.605 METERS 00505     |
 GD1800| GD1966 DITCH 4 AZ MK 2                                    0070501.5 |
 GD1800| GD1796 MOREHOUSE LEAMING LUMBER COMPANY ST APPROX. 3.6 KM 0653114.9 |
 GD1800| GD1797 MOREHOUSE MUNICIPAL TANK            APPROX. 3.7 KM 0675503.5 |
 GD1800| GD1964 DITCH 4 RM 3                          8.328 METERS 11958     |
 GD1800| CG3926 DITCH 4 RM 1                         26.500 METERS 17339     |
 GD1800| GD1965 DITCH 4 AZ MK                                      2514537.7 |
 GD1800|---------------------------------------------------------------------|
 GD1800
 GD1800                          SUPERSEDED SURVEY CONTROL
 GD1800
 GD1800  NAD 83(1997)-  36 50 01.66016(N)    089 43 50.00126(W) AD(       ) 2
 GD1800  NAD 83(1997)-  36 50 01.66217(N)    089 43 50.00111(W) AD(       ) 2
 GD1800  NAD 83(1997)-  36 50 01.67092(N)    089 43 49.99813(W) AD(       ) 2
 GD1800  NAD 83(1986)-  36 50 01.67078(N)    089 43 50.00239(W) AD(       ) 2
 GD1800  NAD 27      -  36 50 01.48070(N)    089 43 49.70330(W) AD(       ) 2
 GD1800
 GD1800.Superseded values are not recommended for survey control.
 GD1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1800.See file dsdata.txt to determine how the superseded data were derived.
 GD1800
 GD1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5649279915(NAD 83)
 GD1800
 GD1800  HISTORY     - Date     Condition        Report By
 GD1800  HISTORY     - 1962     MONUMENTED       USGS
 GD1800  HISTORY     - 1970     GOOD             NGS
 GD1800  HISTORY     - 20020817 MARK NOT FOUND   USACE
 GD1800
 GD1800                          STATION DESCRIPTION
 GD1800
 GD1800'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (NW)
 GD1800'DITCH 4 WAS FOUND TIPPED ON ITS SIDE LYING ON TOP OF THE GROUND.  THE
 GD1800'MARK WAS RECENTERED OVER THE UNDERGROUND MARK WHICH WAS FOUND IN
 GD1800'GOOD CONDITION.
 GD1800'
 GD1800'REFERENCE MARK NO. 2 HAS BEEN BROKEN OUT OF THE CONCRETE POST WHICH
 GD1800'IS STILL IN POSITION.
 GD1800'
 GD1800'USGS GAGING STATION AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED IN
 GD1800'GOOD CONDITION.
 GD1800
 GD1800                          STATION RECOVERY (1970)
 GD1800
 GD1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1800'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 GD1800'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT VERY NEAR A GRADER
 GD1800'DITCH AND PROBABLY WILL BE DESTROYED IN THE FUTURE.  A NEW AZIMUTH
 GD1800'MARK WAS SET AND THE OLD ONE LEFT INTACT.  REFERENCE MARK 1 WAS
 GD1800'FOUND DESTROYED.  REFERENCE MARK 3 WAS SET.  THE DISTANCE TO
 GD1800'REFERENCE MARK 2 WAS FOUND TO BE 0.06 OF A FOOT LONGER THAN PREVIOUS
 GD1800'MEASUREMENT.  A NEW DESCRIPTION FOLLOWS.
 GD1800'
 GD1800'THE STATION IS LOCATED ON THE TOP OF A NORTH-SOUTH LEVEE ALONG THE
 GD1800'WEST SIDE OF WAHITE DITCH, 193 FEET SOUTH OF THE CENTERLINE OF STATE
 GD1800'HIGHWAY 114, 183 FEET SOUTH OF THE SOUTHWEST CORNER OF CONCRETE
 GD1800'BRIDGE, 140 FEET SOUTHEAST OF A POWER POLE, 163 FEET SOUTHWEST OF
 GD1800'A POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST AND 27 FEET
 GD1800'NORTHWEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 GD1800'AND THE DISK IS STAMPED DITCH 4 1955.
 GD1800'
 GD1800'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114 AND U.S.
 GD1800'HIGHWAY 60 ABOUT 1 MILE WEST OF MOREHOUSE, GO SOUTH AND SOUTHWEST ON
 GD1800'HIGHWAY 114 FOR 1.0 MILE TO CONCRETE BRIDGE OVER WAHITE DITCH AND
 GD1800'THE STATION AS DESCRIBED.
 GD1800'
 GD1800'TO REACH THE 1955 AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 GD1800'ON THE HIGHWAY FOR 0.5 MILE TO THE JUNCTION OF COUNTY ROAD CC AND
 GD1800'THE AZIMUTH MARK ON THE LEFT.
 GD1800'
 GD1800'TO REACH THE 1970 AZIMUTH MARK FROM THE JUNCTION, GO WEST ON U.S.
 GD1800'HIGHWAY 60 FOR 0.85 MILE TO CONCRETE BRIDGE OVER WAHITE DITCH AND
 GD1800'THE AZIMUTH MARK ON THE LEFT.
 GD1800'
 GD1800'REFERENCE MARK 2 IS U.S.G.S. GAGING STATION DISK CEMENTED IN A DRILL
 GD1800'HOLE IN THE SOUTHWEST CORNER OF THE SOUTHWEST ABUTMENT OF THE BRIDGE
 GD1800'ABOUT SAME LEVEL AS ROAD, 20 FEET SOUTH OF THE CENTERLINE OF
 GD1800'HIGHWAY AND 29 FEET EAST OF CENTERLINE OF LEVEE.
 GD1800'
 GD1800'REFERENCE MARK 3 IS 212 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GD1800'171 FEET SOUTH SOUTHWEST OF POWER POLE, 196 FEET SOUTH OF SOUTHWEST
 GD1800'CORNER OF BRIDGE, 27 FEET SOUTHEAST OF METAL WITNESS POST, 1 FOOT
 GD1800'SOUTHEAST OF A METAL WITNESS POST, ON THE EAST SLOPE OF THE LEVEE
 GD1800'ABOUT 4 FEET LOWER THAN THE STATION MARK.  THE MONUMENT PROJECTS
 GD1800'4 INCHES AND THE DISK IS STAMPED DITCH 4 1955 NO 3 1970.
 GD1800'
 GD1800'AZIMUTH MARK 1955 IS 93 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 114,
 GD1800'23 FEET EAST OF CENTERLINE OF COUNTY ROAD CC, 7 FEET WEST OF POWER
 GD1800'POLE NO. 950 GUYED AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 GD1800'MONUMENT PROJECTS 12 INCHES AND THE DISK IS STAMPED DITCH 4 1966.
 GD1800'
 GD1800'THE 1970 AZIMUTH MARK IS A STANDARD DISK STAMPED DITCH 4 1955 NO 2
 GD1800'1970 CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 GD1800'RAILING HEAD OF CONCRETE BRIDGE
 GD1800'OVER WAHITE DITCH ABOUT 3 FEET ABOVE BRIDGE DECK, 16 FEET SOUTH OF
 GD1800'CENTERLINE OF HIGHWAY 60, 0.5 OF A FOOT NORTH OF THE SOUTH EDGE
 GD1800'OF RAILING HEAD, 0.6 OF A FOOT WEST OF THE EAST EDGE OF THE
 GD1800'RAILING HEAD AND AT THE SOUTHEAST CORNER OF THE BRIDGE.
 GD1800'
 GD1800'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1800'
 GD1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2 MILES
 GD1800'SOUTHWEST OF MOREHOUSE.
 GD1800
 GD1800                          STATION RECOVERY (2002)
 GD1800
 GD1800'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1790 ***********************************************************************
 GD1790  DESIGNATION -  DITCH RM 1
 GD1790  PID         -  GD1790
 GD1790  STATE/COUNTY-  MO/STODDARD
 GD1790  USGS QUAD   -  MOREHOUSE (1963)
 GD1790
 GD1790                         *CURRENT SURVEY CONTROL
 GD1790  ___________________________________________________________________
 GD1790* NAD 83(1997)-  36 50 03.77722(N)    089 43 49.09788(W)     ADJUSTED  
 GD1790* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 GD1790  ___________________________________________________________________
 GD1790  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 GD1790  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1790
 GD1790  HORZ ORDER  -  SECOND
 GD1790
 GD1790.The horizontal coordinates were established by classical geodetic methods
 GD1790.and adjusted by the National Geodetic Survey in February 2000..
 GD1790
 GD1790.The orthometric height was scaled from a topographic map.
 GD1790
 GD1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1790
 GD1790.The geoid height was determined by GEOID03.
 GD1790
 GD1790;                    North         East     Units Scale Factor Converg.
 GD1790;SPC MO E     -   111,350.705   318,656.157   MT  0.99999138   +0 27 41.2
 GD1790;UTM  16      - 4,079,979.590   256,516.189   MT  1.00033042   -1 38 15.5
 GD1790
 GD1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1790!SPC MO E     -   0.99998966  x   0.99999138  =   0.99998104
 GD1790!UTM  16      -   0.99998966  x   1.00033042  =   1.00032008
 GD1790
 GD1790|---------------------------------------------------------------------|
 GD1790| PID    Reference Object                     Distance      Geod. Az  |
 GD1790|                                                           dddmmss.s |
 GD1790| GD1794 EXPANSION JOINT                      58.735 METERS 06642     |
 GD1790| GD1793 DITCH 2                              69.906 METERS 12234     |
 GD1790| GD1799 DITCH 3                              70.521 METERS 19914     |
 GD1790| GD1791 DITCH RM 2 AZIMUTH                  APPROX. 0.8 KM 2481137.4 |
 GD1790| GD1792 DITCH RM 2 OFFSET                   APPROX. 0.8 KM 2494300.7 |
 GD1790|---------------------------------------------------------------------|
 GD1790
 GD1790                          SUPERSEDED SURVEY CONTROL
 GD1790
 GD1790  NAD 83(1997)-  36 50 03.77708(N)    089 43 49.09834(W) AD(       ) 2
 GD1790  NAD 83(1997)-  36 50 03.78022(N)    089 43 49.10256(W) AD(       ) 2
 GD1790  NAD 83(1997)-  36 50 03.78795(N)    089 43 49.09464(W) AD(       ) 2
 GD1790  NAD 83(1986)-  36 50 03.78894(N)    089 43 49.09699(W) AD(       ) 2
 GD1790  NAD 27      -  36 50 03.60000(N)    089 43 48.79200(W) AD(       ) 2
 GD1790
 GD1790.Superseded values are not recommended for survey control.
 GD1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1790.See file dsdata.txt to determine how the superseded data were derived.
 GD1790
 GD1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5651679980(NAD 83)
 GD1790_MARKER: DR = REFERENCE MARK DISK
 GD1790_SETTING: 0 = UNSPECIFIED SETTING
 GD1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1790
 GD1790  HISTORY     - Date     Condition        Report By
 GD1790  HISTORY     - 1930     MONUMENTED       CGS
 GD1790
 GD1790                          STATION DESCRIPTION
 GD1790
 GD1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 GD1790'ABOUT 8 MILES WEST OF SIKESTON, 2 MILES WEST OF MOREHOUSE, AND
 GD1790'3 MILES EAST OF RAILROAD STATION AT GRAYRIDGE.
 GD1790'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN
 GD1790'DRILL HOLE IN SOUTHWEST CORNER OF WEST APPROACH ABUTMENT OF
 GD1790'BRIDGE, AND 32.52 METERS 106.7 FEET FROM STATION N 04 DEG
 GD1790'35 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1791 ***********************************************************************
 GD1791  DESIGNATION -  DITCH RM 2 AZIMUTH
 GD1791  PID         -  GD1791
 GD1791  STATE/COUNTY-  MO/STODDARD
 GD1791  USGS QUAD   -  MOREHOUSE (1963)
 GD1791
 GD1791                         *CURRENT SURVEY CONTROL
 GD1791  ___________________________________________________________________
 GD1791* NAD 83(1997)-  36 49 53.75789(N)    089 44 20.24687(W)     ADJUSTED  
 GD1791* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 GD1791  ___________________________________________________________________
 GD1791  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 GD1791  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD1791
 GD1791  HORZ ORDER  -  SECOND
 GD1791
 GD1791.The horizontal coordinates were established by classical geodetic methods
 GD1791.and adjusted by the National Geodetic Survey in February 2000..
 GD1791
 GD1791.The orthometric height was scaled from a topographic map.
 GD1791
 GD1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1791
 GD1791.The geoid height was determined by GEOID03.
 GD1791
 GD1791;                    North         East     Units Scale Factor Converg.
 GD1791;SPC MO E     -   111,035.679   317,886.808   MT  0.99999009   +0 27 22.4
 GD1791;UTM  16      - 4,079,692.855   255,735.551   MT  1.00033511   -1 38 33.8
 GD1791
 GD1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1791!SPC MO E     -   0.99999013  x   0.99999009  =   0.99998022
 GD1791!UTM  16      -   0.99999013  x   1.00033511  =   1.00032524
 GD1791
 GD1791:                Primary Azimuth Mark                     Grid Az
 GD1791:SPC MO E     -  DITCH RM 1                               067 43 56.3
 GD1791:UTM  16      -  DITCH RM 1                               069 49 52.5
 GD1791
 GD1791|---------------------------------------------------------------------|
 GD1791| PID    Reference Object                     Distance      Geod. Az  |
 GD1791|                                                           dddmmss.s |
 GD1791| GD1790 DITCH RM 1                          APPROX. 0.8 KM 0681118.7 |
 GD1791| GD1797 MOREHOUSE MUNICIPAL TANK            APPROX. 4.5 KM 0683721.0 |
 GD1791| GD1799 DITCH 3                             APPROX. 0.8 KM 0720352.0 |
 GD1791| GD1792 DITCH RM 2 OFFSET                    22.098 METERS 33943     |
 GD1791|---------------------------------------------------------------------|
 GD1791
 GD1791                          SUPERSEDED SURVEY CONTROL
 GD1791
 GD1791  NAD 83(1997)-  36 49 53.75778(N)    089 44 20.24735(W) AD(       ) 2
 GD1791  NAD 83(1997)-  36 49 53.76108(N)    089 44 20.25165(W) AD(       ) 2
 GD1791  NAD 83(1997)-  36 49 53.76862(N)    089 44 20.24364(W) AD(       ) 2
 GD1791  NAD 83(1986)-  36 49 53.76968(N)    089 44 20.24601(W) AD(       ) 2
 GD1791  NAD 27      -  36 49 53.58300(N)    089 44 19.94100(W) AD(       ) 2
 GD1791
 GD1791.Superseded values are not recommended for survey control.
 GD1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1791.See file dsdata.txt to determine how the superseded data were derived.
 GD1791
 GD1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5573679693(NAD 83)
 GD1791_MARKER: DR = REFERENCE MARK DISK
 GD1791_SETTING: 0 = UNSPECIFIED SETTING
 GD1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1791
 GD1791  HISTORY     - Date     Condition        Report By
 GD1791  HISTORY     - 1930     MONUMENTED       CGS
 GD1791
 GD1791                          STATION DESCRIPTION
 GD1791
 GD1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 GD1791'ABOUT 8 MILES WEST OF SIKESTON, 2 MILES WEST OF MOREHOUSE, AND
 GD1791'3 MILES EAST OF RAILROAD STATION AT GRAYRIDGE.
 GD1791'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK IN CONCRETE,
 GD1791'IN FENCE LINE EAST OF COUNTY ROAD, 26 METERS 85 FEET
 GD1791'SOUTH OF ROUTE 60, AND ABOUT ONE-HALF MILE FROM STATION
 GD1791'S 70 DEG 14 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1669 ***********************************************************************
 JC1669  DESIGNATION -  DITTMER
 JC1669  PID         -  JC1669
 JC1669  STATE/COUNTY-  MO/JEFFERSON
 JC1669  USGS QUAD   -  CEDAR HILL (1974)
 JC1669
 JC1669                         *CURRENT SURVEY CONTROL
 JC1669  ___________________________________________________________________
 JC1669* NAD 83(1997)-  38 20 00.76539(N)    090 41 24.12631(W)     ADJUSTED  
 JC1669* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 JC1669  ___________________________________________________________________
 JC1669  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 JC1669  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JC1669
 JC1669  HORZ ORDER  -  THIRD
 JC1669
 JC1669.The horizontal coordinates were established by classical geodetic methods
 JC1669.and adjusted by the National Geodetic Survey in February 2000..
 JC1669
 JC1669.The orthometric height was scaled from a topographic map.
 JC1669
 JC1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1669
 JC1669.The geoid height was determined by GEOID03.
 JC1669
 JC1669;                    North         East     Units Scale Factor Converg.
 JC1669;SPC MO E     -   277,470.327   233,385.734   MT  0.99993673   -0 07 04.3
 JC1669;UTM  15      - 4,245,348.790   701,899.468   MT  1.00010204   +1 25 59.6
 JC1669
 JC1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1669!SPC MO E     -   0.99997041  x   0.99993673  =   0.99990714
 JC1669!UTM  15      -   0.99997041  x   1.00010204  =   1.00007245
 JC1669
 JC1669|---------------------------------------------------------------------|
 JC1669| PID    Reference Object                     Distance      Geod. Az  |
 JC1669|                                                           dddmmss.s |
 JC1669| CI4283 DITTMER RM 1                          6.268 METERS 03705     |
 JC1669| CI4284 DITTMER RM 2                         22.451 METERS 12333     |
 JC1669| CI4282 DITTMER AZ MK                                      1853220.4 |
 JC1669|---------------------------------------------------------------------|
 JC1669
 JC1669                          SUPERSEDED SURVEY CONTROL
 JC1669
 JC1669  NAD 83(1997)-  38 20 00.76867(N)    090 41 24.12563(W) AD(       ) 3
 JC1669  NAD 83(1986)-  38 20 00.78372(N)    090 41 24.12788(W) AD(       ) 3
 JC1669  NAD 27      -  38 20 00.59000(N)    090 41 23.65400(W) AD(       ) 3
 JC1669
 JC1669.Superseded values are not recommended for survey control.
 JC1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1669.See file dsdata.txt to determine how the superseded data were derived.
 JC1669
 JC1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC0189945349(NAD 83)
 JC1669_MARKER: DS = TRIANGULATION STATION DISK
 JC1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1669
 JC1669  HISTORY     - Date     Condition        Report By
 JC1669  HISTORY     - 1956     MONUMENTED       CGS
 JC1669  HISTORY     - 1960     GOOD             CGS
 JC1669  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 JC1669  HISTORY     - 1971     SEE DESCRIPTION  NGS
 JC1669
 JC1669                          STATION DESCRIPTION
 JC1669
 JC1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1669'STATION IS LOCATED, AIRLINE, ABOUT 0.3 MILE WEST OF THE U. S.
 JC1669'POST OFFICE AND STORE IN DITTMER, 0.1 MILE NORTH OF STATE
 JC1669'HIGHWAY 30 ON THE EAST SIDE OF A GRAVLED ROAD.
 JC1669'
 JC1669'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE IN
 JC1669'DITTMER GO SOUTHWEST ON STATE HIGHWAY 30 FOR 0.3 MILE TO A
 JC1669'GRAVELED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO IN A
 JC1669'NORTHERLY DIRECTION 0.1 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 JC1669'0.05 MILE TO STATION ON THE RIGHT.
 JC1669'
 JC1669'STATION, STAMPED DITTMER 1956 IS A STANDARD USC AND GS BRONZE
 JC1669'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 JC1669'IS FLUSH WITH THE GROUND.  IT IS 2.0 FEET EAST NORTHEAST OF FENCE
 JC1669'LINE AND 8.0 FEET SOUTH SOUTHWEST OF A WHITE WITNESS POST.
 JC1669'
 JC1669'R.M. 1, STAMPED DITTMER NO. 1 1956, IS A STANDARD USC AND GS
 JC1669'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JC1669'MONUMENT THAT PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME
 JC1669'ELEVATION AS THE STATION.  IT IS 12 INCHES NORTHEAST OF THE FENCE
 JC1669'LINE.
 JC1669'
 JC1669'R.M. 2, STAMPED DITTMER NO.2 1956, IS A STANDARD USC AND GS
 JC1669'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JC1669'MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 JC1669'12 INCHES LOWER THAN THE STATION.  IT IS 210 FEET NORTH
 JC1669'NORTHWEST OF A SMALL TREE WITH A TRIANGULAR BLAZE.
 JC1669'
 JC1669'AZIMUTH MARK, STAMPED DITTMER 1956 IS A STANDARD USC AND GS
 JC1669'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JC1669'MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 JC1669'22.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 55.2 FEET
 JC1669'NORTHWEST OF THE SOUTHWEST CORNER OF ST MARTINS EVANGELICAL
 JC1669'CHURCH, 28.3 FEET WEST OF THE NORTHWEST CORNER OF THE CHURCH
 JC1669'AND ACROSS THE ROAD FROM THE MAPLE GROVE SCHOOL.  TO REACH
 JC1669'FROM THE STATION GO 0.15 MILE, IN A SOUTHERLY DIRECTION, TO
 JC1669'STATE HIGHWAY 30, CONTINUE SOUTH, ON HARD TOP ROAD FOR 0.2 MILE
 JC1669'TO THE AZIMUTH MARK.
 JC1669
 JC1669                          STATION RECOVERY (1960)
 JC1669
 JC1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 JC1669'STATION RECOVERED AS DESCRIBED.  AZIMUTH MARK IS NOT VISIBLE FROM
 JC1669'THE GROUND DUE TO TREES.
 JC1669
 JC1669                          STATION RECOVERY (1971)
 JC1669
 JC1669'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (CFS)
 JC1669'RECOVERED BY MC DONNELL DOUGLAS CORP.
 JC1669'
 JC1669'RM 1, GOOD-NEAR BASE OF SMALL TREE.
 JC1669'
 JC1669'DITTMER, NOT RECOVERED.
 JC1669'
 JC1669'RM 2, GOOD.
 JC1669'
 JC1669'LOCATION OF DITTMER MARK IS NOW SITE OF PRIVATE DRIVE (GRAVEL)
 JC1669'TO RESIDENCE, DRIVE IS 1 TO 2 FT. LOWER THAN RM 1.  OWNER DID
 JC1669'NOT KNOW IF MARK HAD BEEN REMOVED.  BECAUSE OF LOWER ELEVATION
 JC1669'OF DRIVE, WE PRESUME MARK WAS REMOVED, DID NOT DIG FOR MONUMENT.
 JC1669
 JC1669                          STATION RECOVERY (1971)
 JC1669
 JC1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1669'THE STATION SURFACE MARK WAS DESTROYED WHEN A DRIVEWAY WAS BUILT
 JC1669'NEAR THE STATION SITE.  THE UNDERGROUND STATION MARK, REFERENCE
 JC1669'MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 JC1669'RECOVERED AND FOUND IN GOOD CONDITION.  THE ANGLE BETWEEN
 JC1669'THE REFERENCE MARKS FAILED TO CHECK BY 20 MINUTES.  THE DISTANCE
 JC1669'TO REFERENCE MARK NO. 1 FAILED TO CHECK BY 0.03 FEET AND THE
 JC1669'DISTANCE TO REFERENCE MARK NO. 2 FAILED TO CHECK BY 0.04 FEET.
 JC1669'CLEARING IS REQUIRED TO SEE THE AZIMUTH MARK.
 JC1669'
 JC1669'PART OF THE OLD STATION MARK WAS SET VERTICALLY OVER THE
 JC1669'UNDERGROUND MARK.
 JC1669'FOLLOWING IS A COMPLETE DESCRIPTION.
 JC1669'
 JC1669'TO REACH THE STATION FROM THE POST OFFICE IN DITTMER, GO
 JC1669'SOUTHWEST ON STATE HIGHWAY 30 FOR 0.3 MILE TO A CROSSROAD.  TURN
 JC1669'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.15 MILES TO A DRIVEWAY
 JC1669'AND THE STATION ON THE RIGHT.
 JC1669'
 JC1669'STATION MARK, A STANDARD DISK STAMPED DITTMER 1956 1971, IS SET
 JC1669'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 4 INCHES BELOW THE
 JC1669'SURFACE OF THE GROUND.  IT IS 109.5 FEET SOUTHWEST OF THE
 JC1669'SOUTHWEST CORNER OF A BRICK HOUSE, 57 FEET NORTH-NORTHEAST OF
 JC1669'A POWERLINE POLE WITH A TRANSFORMER, 47.5 FEET SOUTHEAST OF THE
 JC1669'NORTHEAST CORNER OF A GARAGE ON THE WEST SIDE OF ROAD, 19 FEET
 JC1669'EAST OF THE CENTER OF GRAVELED ROAD, 8 FEET NORTH OF THE CENTER
 JC1669'OF A DRIVEWAY, AND 7.5 FEET SOUTH-SOUTHWEST OF A SIGN
 JC1669'HARRIETTS BEAUTY SHOP.  THE UNDERGROUND DISK, A STANDARD DISK
 JC1669'STAMPED DITTMER 1956, IS SET IN THE TOP OF AN IRREGULAR
 JC1669'MASS OF CONCRETE 16 INCHES BELOW THE SURFACE OF THE GROUND.
 JC1669'
 JC1669'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DITTMER NO. 1
 JC1669'1956, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JC1669'PROJECTS 2 INCHES.  IT IS 29 FEET NORTH OF THE CENTER OF THE
 JC1669'DRIVEWAY, 18 FEET EAST OF THE CENTER OF THE GRAVELED ROAD,
 JC1669'AND 4 FEET SOUTH OF A TREE.
 JC1669'
 JC1669'REFERENCE MARK. 2, A STANDARD DISK STAMPED DITTMER NO. 2 1956,
 JC1669'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 JC1669'INCHES.  IT IS 73 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 JC1669'OF THE BRICK HOUSE, 28 FEET SOUTH OF THE CENTER OF THE DRIVEWAY,
 JC1669'AND 3.5 FEET NORTHWEST OF A TREE.
 JC1669'
 JC1669'AZIMUTH MARK, A STANDARD DISK STAMPED DITTMER 1956, IS SET IN THE
 JC1669'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 JC1669'55 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE ST. MARTINS
 JC1669'EVANGELICAL CHURCH, 28.5 FEET WEST OF THE NORTHWEST CORNER OF
 JC1669'THE CHURCH, AND 22.5 FEET EAST OF THE CENTER OF A GRAVELED ROAD.
 JC1669'
 JC1669'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY FOR
 JC1669'0.15 MILE TO STATE HIGHWAY 30.  CONTINUE SOUTH ON A GRAVELED ROAD
 JC1669'FOR 0.2 MILE TO THE CHURCH AND THE AZIMUTH MARK ON THE LEFT.
 JC1669'
 JC1669'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 0.3 MILE
 JC1669'WEST OF DITTMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1315 ***********************************************************************
 LF1315  DESIGNATION -  DITTO
 LF1315  PID         -  LF1315
 LF1315  STATE/COUNTY-  MO/NODAWAY
 LF1315  USGS QUAD   -  HOPKINS (1980)
 LF1315
 LF1315                         *CURRENT SURVEY CONTROL
 LF1315  ___________________________________________________________________
 LF1315* NAD 83(1997)-  40 34 21.75857(N)    094 45 07.05668(W)     ADJUSTED  
 LF1315* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 LF1315  ___________________________________________________________________
 LF1315  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 LF1315  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 LF1315
 LF1315  HORZ ORDER  -  FIRST
 LF1315
 LF1315.The horizontal coordinates were established by classical geodetic methods
 LF1315.and adjusted by the National Geodetic Survey in February 2000..
 LF1315
 LF1315.The orthometric height was scaled from a topographic map.
 LF1315
 LF1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1315
 LF1315.The geoid height was determined by GEOID03.
 LF1315
 LF1315;                    North         East     Units Scale Factor Converg.
 LF1315;SPC MO W     -   489,088.554   828,666.219   MT  0.99994678   -0 09 50.0
 LF1315;SPC IA S     -    64,361.800   393,991.607   MT  1.00000805   -0 49 28.8
 LF1315;UTM  15      - 4,492,800.538   351,706.446   MT  0.99987069   -1 08 22.9
 LF1315
 LF1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1315!SPC MO W     -   0.99994605  x   0.99994678  =   0.99989284
 LF1315!SPC IA S     -   0.99994605  x   1.00000805  =   0.99995410
 LF1315!UTM  15      -   0.99994605  x   0.99987069  =   0.99981675
 LF1315
 LF1315:                Primary Azimuth Mark                     Grid Az
 LF1315:SPC MO W     -  BEDFORD MUNICIPAL STANDPIPE              010 11 55.0
 LF1315:SPC IA S     -  BEDFORD MUNICIPAL STANDPIPE              010 51 33.8
 LF1315:UTM  15      -  BEDFORD MUNICIPAL STANDPIPE              011 10 27.9
 LF1315
 LF1315|---------------------------------------------------------------------|
 LF1315| PID    Reference Object                     Distance      Geod. Az  |
 LF1315|                                                           dddmmss.s |
 LF1315| LF1311 BEDFORD MUNICIPAL STANDPIPE         APPROX.10.5 KM 0100205.0 |
 LF1315| LF1309 BEDFORD TAYLOR CO CTHSE TOWER       APPROX.11.0 KM 0141158.3 |
 LF1315| CL6400 DITTO AZ MK                                        0291125.0 |
 LF1315| LF1305 WAKE                                APPROX.13.0 KM 0852852.0 |
 LF1315| CL6403 DITTO RM 3                           31.532 METERS 14604     |
 LF1315| CL6401 DITTO RM 1                           36.241 METERS 23944     |
 LF1315| LF1316 HOPKINS MUNICIPAL TANK              APPROX. 5.7 KM 2452252.0 |
 LF1315| CL6402 DITTO RM 2                           37.634 METERS 30856     |
 LF1315|---------------------------------------------------------------------|
 LF1315
 LF1315                          SUPERSEDED SURVEY CONTROL
 LF1315
 LF1315  NAD 83(1997)-  40 34 21.75858(N)    094 45 07.05673(W) AD(       ) 1
 LF1315  NAD 83(1986)-  40 34 21.75708(N)    094 45 07.07183(W) AD(       ) 1
 LF1315  NAD 27      -  40 34 21.80100(N)    094 45 06.18500(W) AD(       ) 1
 LF1315
 LF1315.Superseded values are not recommended for survey control.
 LF1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1315.See file dsdata.txt to determine how the superseded data were derived.
 LF1315
 LF1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE5170692801(NAD 83)
 LF1315_MARKER: DS = TRIANGULATION STATION DISK
 LF1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1315
 LF1315  HISTORY     - Date     Condition        Report By
 LF1315  HISTORY     - 1934     MONUMENTED       CGS
 LF1315  HISTORY     - 1960     GOOD             CGS
 LF1315
 LF1315                          STATION DESCRIPTION
 LF1315
 LF1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1315'THIS STATION IS ABOUT 4 MILES ENE OF HOPKINS, MISSOURI, ABOUT
 LF1315'8 MILES S OF BEDFORD, IOWA, IN THE NE 1/4 SECTION 33, T 67 N,
 LF1315'R 34 W, JUST S OF THE IOWA-MISSOURI STATE LINE.  ON LAND OWNED
 LF1315'AND OCCUPIED BY S.A. DITTO, NEAR THE NE CORNER OF HIS BARNYARD,
 LF1315'49 FEET S OF CENTER LINE OF IOWA-MISSOURI STATE LINE ROAD, 19
 LF1315'FEET S OF THE RIGHT-OF-WAY FENCE, 15 FEET W OF THE E BARNYARD
 LF1315'FENCE, 138 FEET N OF THE BARN, 155 FEET ENE OF THE NE CORNER
 LF1315'OF MR. DITTOS HOUSE, ABOUT 45 FEET E OF THE CENTER OF ROAD
 LF1315'THAT ENTERS THE BARNYARD.  THE MARK IS FLUSH WITH THE SURFACE.
 LF1315'
 LF1315'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LF1315'BRONZE DISKS SET IN CONCRETE.
 LF1315'
 LF1315'REFERENCE MARK NO. 1 IS SW OF STATION, 1 FOOT E OF THE YARD
 LF1315'FENCE.  112 FEET S OF CENTER LINE OF STATE LINE ROAD, 80 FEET
 LF1315'S OF THE RIGHT-OF-WAY FENCE, 39 FEET E OF THE NE CORNER OF MR.
 LF1315'DITTOS HOUSE.  IT IS FLUSH WITH THE SURFACE.
 LF1315'
 LF1315'REFERENCE MARK NO. 2 IS NW OF STATION, 26 FEET N OF THE CENTER
 LF1315'LINE OF STATE LINE ROAD, 45 FEET E OF MR. DITTOS MAIL BOX, 1
 LF1315'FOOT S OF THE RIGHT-OF-WAY FENCE, 137.86 FEET N OF REFERENCE
 LF1315'MARK NO. 1.  IT IS FLUSH WITH THE SURFACE.
 LF1315'
 LF1315'AZIMUTH MARK IS NNE OF STATION, ABOUT 150 FEET SE OF MR. PAUL
 LF1315'WOLVERTONS HOUSE, 21 FEET E OF CENTER LINE OF ROAD, 1 FOOT W
 LF1315'OF RIGHT-OF-WAY FENCE.  IT PROJECTS 4 INCHES.
 LF1315'
 LF1315'TO REACH FROM THE E END OF THE PAVEMENT ON THE MAIN STREET IN
 LF1315'HOPKINS, GO N 0.15 MILE, THENCE E 0.2 MILE, THENCE 0.05 MILE,
 LF1315'THENCE E 1.1 MILES, THENCE N 0.3 MILE, THENCE E 1.0 MILE, THENCE
 LF1315'N. 0.2 MILE, THENCE E 1.0 MILE, THENCE N 0.8 MILE TO STATE
 LF1315'LINE ROAD, THENCE E ON STATE LINE ROAD 0.1 MILE TO MR. DITTOS
 LF1315'HOUSE AND STATION ON S SIDE OF ROAD.
 LF1315'
 LF1315'ALL LIGHTS COME INTO VIEW AT 25 FEET.
 LF1315'
 LF1315'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 LF1315
 LF1315                          STATION RECOVERY (1960)
 LF1315
 LF1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 LF1315'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LF1315'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY REFERENCE
 LF1315'MARK NO. 2, SO IT WAS MOVED.  THE LINE OF SIGHT TO THE AZIMUTH
 LF1315'MARK FROM THE STATION IS OBSTRUCTED BY AN EVERGREEN TREE, 14
 LF1315'INCHES IN DIAMETER AND ABOUT 15 FEET FROM THE STATION.  THE
 LF1315'AZIMUTH MARK WAS LEFT IN PLACE.  A COMPLETE DESCRIPTION FOLLOWS.
 LF1315'
 LF1315'STATION IS LOCATED ABOUT 8 MILES SOUTH OF BEDFORD, IOWA AND 4
 LF1315'MILES EAST-NORTHEAST OF HOPKINS, MISSOURI JUST SOUTH OF THE
 LF1315'IOWA-MISSOURI STATE LINE IN THE NE 1/4 OF SEC. 33, T 67 N,
 LF1315'R 34 W ON LAND OWNED BY S.A. DITTO AND OCCUPIED BY EARL SHARR,
 LF1315'49 FEET SOUTH OF THE CENTER OF THE IOWA-MISSOURI STATE LINE ROAD
 LF1315'(GRADED), 155 FEET EAST-NORTH-EAST OF THE NORTHEAST CORNER OF
 LF1315'THE DITTO HOUSE, 138 FEET NORTH OF THE NORTHEAST CORNER OF BARN,
 LF1315'ABOUT 45 FEET EAST OF THE CENTER OF FARM DRIVEWAY TO BUILDINGS,
 LF1315'AND 17 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK
 LF1315'PROJECTS 2 INCHES AND THE DISK IS STAMPED DITTO 1934.
 LF1315'
 LF1315'TO REACH THE STATION FROM THE RAILROAD CROSSING ON THE MAIN
 LF1315'STREET IN HOPKINS, GO EAST ON MAIN STREET FOR 0.15 MILE TO THE
 LF1315'END OF PAVEMENT.  TURN LEFT AND GO NORTH FOR 0.2 MILE.  TURN
 LF1315'RIGHT AND GO EAST FOR 0.2 MILE.  TURN LEFT AND GO NORTH FOR 0.05
 LF1315'MILE TO MAIN ROAD EAST.  TURN RIGHT AND GO EAST FOR 1.1 MILES.
 LF1315'TURN LEFT AND GO NORTH FOR 0.25 MILE.  TURN RIGHT AND GO EAST
 LF1315'FOR 1.0 MILE TO WHERE MAIN ROAD TURNS LEFT.  TURN LEFT AND GO
 LF1315'NORTH FOR 0.25 MILE TO T-ROAD RIGHT.  TURN RIGHT AND GO EAST
 LF1315'FOR 1.0 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.8
 LF1315'MILE TO STATE LINE ROAD.  TURN RIGHT AND GO EAST ON GRADED
 LF1315'ROAD FOR 0.1 MILE TO THE DITTO FARM BUILDINGS ON THE RIGHT
 LF1315'AND THE STATION.
 LF1315'
 LF1315'REFERENCE MARK NO. 1 IS 118.90 FEET SOUTHWEST OF THE STATION,
 LF1315'112 FEET SOUTH OF THE CENTER OF STATE LINE GRADED ROAD, 39 FEET
 LF1315'EAST OF THE NORTHEAST CORNER OF THE DITTO FARMHOUSE, AND 1 FOOT
 LF1315'EAST OF YARD FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 LF1315'GROUND AND THE DISK IS STAMPED DITTO NO 1 1934.
 LF1315'
 LF1315'REFERENCE MARK NO. 3 IS 103.45 FEET SOUTHEAST OF THE STATION,
 LF1315'2.5 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF CORN CRIB
 LF1315'AND GRANARY, AND 1 FOOT NORTH OF THE NORTH SIDE OF SAME BUILDING.
 LF1315'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DITTO NO 3
 LF1315'1934.
 LF1315'
 LF1315'AZIMUTH MARK IS 0.25 MILE NORTH-NORTHEAST OF THE STATION, ABOUT
 LF1315'150 FEET SOUTHEAST OF A FARMHOUSE, 20 FEET EAST OF THE CENTER
 LF1315'OF A GRADED ROAD, 15 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE,
 LF1315'AND ON THE EAST SLOPE OF THE ROAD GRADE.  THE MARK PROJECTS 16
 LF1315'INCHES AND THE DISK IS STAMPED DITTO 1934.  (NOTE- THIS MARK IS
 LF1315'SOLID IN THE GROUND AND IT WAS NOT MOVED BECAUSE THE LINE OF
 LF1315'SIGHT BETWEEN IT AND THE STATION MARK IS OBSTRUCTED BY A TREE
 LF1315'NEAR THE STATION.)
 LF1315'
 LF1315'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 LF1315'LINE ROAD FOR 0.1 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO
 LF1315'NORTH FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1019 ***********************************************************************
 HD1019  DESIGNATION -  DIX
 HD1019  PID         -  HD1019
 HD1019  STATE/COUNTY-  MO/PULASKI
 HD1019  USGS QUAD   -  DIXON (1982)
 HD1019
 HD1019                         *CURRENT SURVEY CONTROL
 HD1019  ___________________________________________________________________
 HD1019* NAD 83(1997)-  37 59 46.53849(N)    092 03 28.52937(W)     ADJUSTED  
 HD1019* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 HD1019  ___________________________________________________________________
 HD1019  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 HD1019  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HD1019
 HD1019  HORZ ORDER  -  FIRST
 HD1019
 HD1019.The horizontal coordinates were established by classical geodetic methods
 HD1019.and adjusted by the National Geodetic Survey in February 2000..
 HD1019
 HD1019.The orthometric height was scaled from a topographic map.
 HD1019
 HD1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1019
 HD1019.The geoid height was determined by GEOID03.
 HD1019
 HD1019;                    North         East     Units Scale Factor Converg.
 HD1019;SPC MO C     -   240,109.421   538,828.028   MT  0.99995189   +0 16 19.7
 HD1019;UTM  15      - 4,205,818.789   582,716.795   MT  0.99968427   +0 34 47.9
 HD1019
 HD1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1019!SPC MO C     -   0.99994695  x   0.99995189  =   0.99989885
 HD1019!UTM  15      -   0.99994695  x   0.99968427  =   0.99963124
 HD1019
 HD1019|---------------------------------------------------------------------|
 HD1019| PID    Reference Object                     Distance      Geod. Az  |
 HD1019|                                                           dddmmss.s |
 HD1019| HD1023 DIX 2 RM 3                          345.003 METERS 11032     |
 HD1019| CN6747 DIX RM 1                             47.329 METERS 12438     |
 HD1019| HC0897 KNOTWEEL LOOKOUT TOWER              APPROX.16.9 KM 1441635.3 |
 HD1019| CN6748 DIX RM 2                             34.860 METERS 26446     |
 HD1019| CN6746 DIX AZ MK                                          2944553.0 |
 HD1019| CN6749 DIX 2 RM 4                                         30602     |
 HD1019| HD1024 DIX 2                                10.118 METERS 32654     |
 HD1019|---------------------------------------------------------------------|
 HD1019
 HD1019                          SUPERSEDED SURVEY CONTROL
 HD1019
 HD1019  NAD 83(1986)-  37 59 46.55288(N)    092 03 28.52768(W) AD(       ) 1
 HD1019  NAD 27      -  37 59 46.41200(N)    092 03 27.93000(W) AD(       ) 1
 HD1019
 HD1019.Superseded values are not recommended for survey control.
 HD1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1019.See file dsdata.txt to determine how the superseded data were derived.
 HD1019
 HD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC8271705819(NAD 83)
 HD1019_MARKER: DS = TRIANGULATION STATION DISK
 HD1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1019
 HD1019  HISTORY     - Date     Condition        Report By
 HD1019  HISTORY     - 1946     MONUMENTED       CGS
 HD1019  HISTORY     - 1947     GOOD             CGS
 HD1019  HISTORY     - 19741201 MARK NOT FOUND   USGS
 HD1019  HISTORY     - 1975     SEE DESCRIPTION  NGS
 HD1019
 HD1019                          STATION DESCRIPTION
 HD1019
 HD1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1019'THE STATION IS LOCATED ABOUT 2 MILES EAST OF DIXON ON A HIGH
 HD1019'POINT ON THE NORTH SIDE OF A LOCAL FARM ROAD.  IT IS ABOUT 1/4
 HD1019'MILE SOUTHEAST OF STATE HIGHWAY 28 ON PROPERTY OWNED BY MR.
 HD1019'RALPH SHELTON.  IT IS 28 FEET NORTHEAST OF THE CENTERLINE OF
 HD1019'A GRAVELED ROAD, 14 FEET NORTH OF A FENCE CORNER AND 5 FEET
 HD1019'NORTHEAST OF A WITNESS POST THE MARK PROJECTS 2 INCHES AND
 HD1019'THE DISK IS STAMPED DIX 1946.
 HD1019'
 HD1019'REFERENCE MARK NO. 1 IS 155.28 FEET SOUTHEAST OF THE STATION.
 HD1019'IT IS 18 FEET SOUTHWEST OF THE CENTERLINE OF GRAVELED ROAD
 HD1019'AND 8 FEET NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS 3
 HD1019'INCHES AND THE DISK IS STAMPED DIX NO 1 1946.
 HD1019'
 HD1019'REFERENCE MARK NO. 2 IS 114.49 FEET WEST OF THE STATION.  IT
 HD1019'IS 20 FEET SOUTHWEST OF THE CENTERLINE OF GRAVELED ROAD AND
 HD1019'3 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES
 HD1019'AND THE DISK IS STAMPED DIX NO 2 1946.
 HD1019'
 HD1019'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST-NORTHWEST OF
 HD1019'THE STATION.  IT IS 32 FEET NORTH OF THE CENERLINE OF STATE
 HD1019'HIGHWAY 28, 1 FOOT SOUTH OF A FENCE LINE AND 4 FEET EAST OF
 HD1019'A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HD1019'STAMPED DIX 1946.
 HD1019'
 HD1019'TO REACH THE STATION FROM THE RAILWAY UNDERPASS IN DIXON GO
 HD1019'NORTH AND EAST ON STATE HIGHWAY 28 FOR 2.3 MILES TO A DIRT
 HD1019'ROAD RIGHT.  TURN RIGHT AND PROCEED 0.25 MILE TO TOP OF HILL
 HD1019'AND FENCE CORNER ON THE LEFT AND STATION AS DESCRIBED.
 HD1019'
 HD1019'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 HD1019'A GRAVEL ROAD FOR 0.25 MILE TO STATE HIGHWAY 28.  TURN LEFT
 HD1019'AND GO WEST 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 HD1019'DESCRIBED.
 HD1019'
 HD1019'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1019
 HD1019                          STATION RECOVERY (1947)
 HD1019
 HD1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HD1019'THE STATION WAS RECOVERED, AND ALL MARKS WERE IN GOOD CONDITION.
 HD1019'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH ARE DESCRIBED.
 HD1019'
 HD1019'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF DIXON AND AND
 HD1019'0.2 MILE SOUTHEAST OF STATE HIGHWAY NO. 28.  IT IS 46 FEET
 HD1019'NORTHWEST OF THE NORTH POLE OF DOUBLE TELEPHONE POLES, 25 FEET
 HD1019'NORTH OF THE CENTERLINE OF GRAVELED ROAD AND 5 FEET NORTH
 HD1019'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 HD1019'IS STAMPED DIX 1946.
 HD1019'
 HD1019'REFERENCE MARK NO. 1 IS 155.28 FEET SOUTHEAST OF THE STATION,
 HD1019'18 FEET SOUTH OF THE CENTERLINE OF GRAVELED ROAD AND 8 FEET
 HD1019'WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE
 HD1019'DISK IS STAMPED DIX NO 1 1946.
 HD1019'
 HD1019'REFERENCE MARK NO. 2 IS 114.42 FEET SOUTHWEST OF THE STAION,
 HD1019'23 FEET SOUTH OF THE CENTERLINE OF GRAVELED ROAD.  AND 4 FEET
 HD1019'SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES AND THE
 HD1019'DISK IS STAMPED DIX NO 2 1946.
 HD1019'
 HD1019'AZIMUTH MARK IS ABOUT 0.5 MILE WEST-NORTHWEST OF THE STATION,
 HD1019'32 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY NO. 28, 3.6
 HD1019'FEET NORTHEAST OF A WITNESS POST AND 1 FOOT SOUTHEAST OF THE
 HD1019'FENCE LING.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HD1019'DIX 1946.
 HD1019'
 HD1019'TO REACH FROM THE RAILROAD UNDERPASS AT THE EAST EDGE OF DIXON,
 HD1019'GO NORTH AND EAST ON STATE HIGHWAY NO. 28, 2.05 TO AZIMUTH MARK
 HD1019'ON THE LEFT, CONTINUE ON 0.25 MILE TO A SIDE ROAD RIGHT, TURN
 HD1019'RIGHT 0.25 MILE TO TOP OF HILL AND STATION ON THE LEFT.
 HD1019'
 HD1019'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HD1019
 HD1019                          STATION RECOVERY (1974)
 HD1019
 HD1019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WMH)
 HD1019'MARK NOT FOUND.
 HD1019
 HD1019                          STATION RECOVERY (1975)
 HD1019
 HD1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HD1019'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE
 HD1019'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 HD1019'ROAD CONSTRUCTION THE SURFACE STATION MARK WAS DESTROYED, LEAVING
 HD1019'THE UNDERGROUND STATION MARK 1 FOOT NORTH OF THE NORTH EDGE OF THE
 HD1019'SURFACED ROAD, IN THE GRAVELED SHOULDER AND 10 INCH BELOW THE
 HD1019'SURFACE.  STATION DIX 2, REFERENCE MARK 3 AND REFERENCE MARK 4
 HD1019'WERE ESTABLISHED.  A TRAVERSE CONNECTION WAS MADE FROM THE
 HD1019'STATION MARKS TO THE 1946 AZIMUTH MARK THROUGH REFERENCE MARK 4
 HD1019'DUE TO LINE OF SIGHT OBSTRUCTED BY TREES.  A POLARIS
 HD1019'OBSERVATION WAS MADE THE 2-19-75 AT DIX 1946.
 HD1019'
 HD1019'SEE DESCRIPTION FOR DIX 2.
 HD1019'
 HD1019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.0 MILES
 HD1019'EAST OF DIXON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1024 ***********************************************************************
 HD1024  DESIGNATION -  DIX 2
 HD1024  PID         -  HD1024
 HD1024  STATE/COUNTY-  MO/PULASKI
 HD1024  USGS QUAD   -  DIXON (1982)
 HD1024
 HD1024                         *CURRENT SURVEY CONTROL
 HD1024  ___________________________________________________________________
 HD1024* NAD 83(1997)-  37 59 46.81338(N)    092 03 28.75587(W)     ADJUSTED  
 HD1024* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 HD1024  ___________________________________________________________________
 HD1024  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 HD1024  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HD1024
 HD1024  HORZ ORDER  -  SECOND
 HD1024
 HD1024.The horizontal coordinates were established by classical geodetic methods
 HD1024.and adjusted by the National Geodetic Survey in February 2000..
 HD1024.No horizontal observational check was made to the station.
 HD1024
 HD1024.The orthometric height was scaled from a topographic map.
 HD1024
 HD1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1024
 HD1024.The geoid height was determined by GEOID03.
 HD1024
 HD1024;                    North         East     Units Scale Factor Converg.
 HD1024;SPC MO C     -   240,117.869   538,822.461   MT  0.99995189   +0 16 19.6
 HD1024;UTM  15      - 4,205,827.206   582,711.184   MT  0.99968426   +0 34 47.8
 HD1024
 HD1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1024!SPC MO C     -   0.99994680  x   0.99995189  =   0.99989869
 HD1024!UTM  15      -   0.99994680  x   0.99968426  =   0.99963107
 HD1024
 HD1024|---------------------------------------------------------------------|
 HD1024| PID    Reference Object                     Distance      Geod. Az  |
 HD1024|                                                           dddmmss.s |
 HD1024| HD1023 DIX 2 RM 3                          353.202 METERS 11131     |
 HD1024| CN6747 DIX RM 1                                           12830     |
 HD1024| HD1019 DIX                                  10.118 METERS 14654     |
 HD1024| CN6748 DIX RM 2                                           24814     |
 HD1024| CN6749 DIX 2 RM 4                                         30324     |
 HD1024|---------------------------------------------------------------------|
 HD1024
 HD1024                          SUPERSEDED SURVEY CONTROL
 HD1024
 HD1024  NAD 83(1986)-  37 59 46.82778(N)    092 03 28.75418(W) AD(       ) 2
 HD1024  NAD 27      -  37 59 46.68663(N)    092 03 28.15627(W) AD(       ) 2
 HD1024
 HD1024.Superseded values are not recommended for survey control.
 HD1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1024.See file dsdata.txt to determine how the superseded data were derived.
 HD1024
 HD1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC8271105827(NAD 83)
 HD1024_MARKER: DS = TRIANGULATION STATION DISK
 HD1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1024_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1024
 HD1024  HISTORY     - Date     Condition        Report By
 HD1024  HISTORY     - 1975     MONUMENTED       NGS
 HD1024
 HD1024                          STATION DESCRIPTION
 HD1024
 HD1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HD1024'THE STATION IS LOCATED ABOUT 2 MILES EAST OF DIXON, ON A HIGH
 HD1024'HILL ON THE NORTH RIGHT-OF-WAY OF COUNTY ROAD MM.
 HD1024'
 HD1024'TO REACH THE STATION FROM THE RAILROAD UNDERPASS AT THE EAST
 HD1024'EDGE OF DIXON, GO NORTH AND EAST ON STATE HIGHWAY 28 FOR 2.1 MILES
 HD1024'TO THE 1946 AZIMUTH MARK ON THE LEFT.  CONTINUE ON HIGHWAY 28 FOR
 HD1024'0.3 MILE TO COUNTY ROAD MM ON THE RIGHT.  TURN RIGHT AND GO
 HD1024'EASTERLY ON ROAD MM FOR 0.3 MILE TO THE STATION ON THE LEFT.
 HD1024'CONTINUE EASTERLY ON ROAD MM FOR 0.2 MILE TO REFERENCE MARK 3
 HD1024'ON THE RIGHT, JUST BEFORE GOING DOWN STEEP HILL.
 HD1024'
 HD1024'THE STATION MARKS ARE STANDARD DISKS STAMPED DIX 2 1975.
 HD1024'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 HD1024'MONUMENT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 32 FEET NORTH
 HD1024'OF THE CENTER OF COUNTY ROAD MM AND 1.9 FEET EAST OF A METAL
 HD1024'WITNESS POST.  THE UNDERGROUND MARK IS ABOUT 3 FEET BELOW THE
 HD1024'GROUND SURFACE.
 HD1024'
 HD1024'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DIX NO 1 1946, SET IN
 HD1024'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 HD1024'INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET SOUTH OF ROAD MM,
 HD1024'1.8 FEET WEST OF A METAL WITNESS POST AND IN THE TIMBERLINE EDGE.
 HD1024'
 HD1024'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DIX NO 2 1946, SET IN
 HD1024'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 HD1024'GROUND SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER OF ROAD MM, 1.5
 HD1024'FEET NORTH OF A METAL WITNESS POST, ABOUT 7 FEET SOUTH INTO TIMBER
 HD1024'FROM THE TIMBERLINE, AND THE ARROW ON THE DISK POINTS ABOUT 20
 HD1024'DEGREES TO SOUTH OF STATION DIX 2 AND TOWARD THE ORIGINAL
 HD1024'STATION MARK.
 HD1024'
 HD1024'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DIX 2 NO 4 1975,
 HD1024'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD DRIVEN INTO THE
 HD1024'GROUND AND ROCK ABOUT 3-1/2 FEET, ENCASED IN A PLASTIC PIPE WITH
 HD1024'GRAVEL AND FLUSH WITH THE GROUND SURFACE.  IT IS 74 FEET NORTH OF
 HD1024'THE CENTER OF ROAD MM AND NORTHEAST OF CURVE IN THE ROAD.
 HD1024'
 HD1024'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIX 2 NO 3 1975 AZ,
 HD1024'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1
 HD1024'INCH BELOW THE GROUND SURFACE.  IT IS 26 FEET SOUTH OF THE CENTER
 HD1024'OF ROAD MM AND 2.0 FEET NORTHWEST OF A METAL WITNESS POST.
 HD1024'
 HD1024'AZIMUTH MARK 1946 IS A STANDARD DISK STAMPED DIX 1946, SET IN THE
 HD1024'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 HD1024'ABOVE THE GROUND SURFACE.  IT IS 24 FEET NORTHEAST OF A CORNER
 HD1024'FENCE POST, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 1 FOOT
 HD1024'SOUTHEAST OF A FENCE AND ON NORTHWEST RIGHT-OF-WAY OF HIGHWAY 28
 HD1024'AND AT CURVE IN ROAD.
 HD1024'
 HD1024'NEAREST TOWN--DIXON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1023 ***********************************************************************
 HD1023  DESIGNATION -  DIX 2 RM 3
 HD1023  PID         -  HD1023
 HD1023  STATE/COUNTY-  MO/PULASKI
 HD1023  USGS QUAD   -  DIXON (1982)
 HD1023
 HD1023                         *CURRENT SURVEY CONTROL
 HD1023  ___________________________________________________________________
 HD1023* NAD 83(1997)-  37 59 42.61304(N)    092 03 15.28816(W)     ADJUSTED  
 HD1023* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 HD1023  ___________________________________________________________________
 HD1023  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 HD1023  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HD1023
 HD1023  HORZ ORDER  -  THIRD
 HD1023
 HD1023.The horizontal coordinates were established by classical geodetic methods
 HD1023.and adjusted by the National Geodetic Survey in February 2000..
 HD1023.No horizontal observational check was made to the station.
 HD1023
 HD1023.The orthometric height was scaled from a topographic map.
 HD1023
 HD1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1023
 HD1023.The geoid height was determined by GEOID03.
 HD1023
 HD1023;                    North         East     Units Scale Factor Converg.
 HD1023;SPC MO C     -   239,989.938   539,151.662   MT  0.99995221   +0 16 27.9
 HD1023;UTM  15      - 4,205,701.078   583,040.980   MT  0.99968493   +0 34 56.0
 HD1023
 HD1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1023!SPC MO C     -   0.99994837  x   0.99995221  =   0.99990058
 HD1023!UTM  15      -   0.99994837  x   0.99968493  =   0.99963331
 HD1023
 HD1023|---------------------------------------------------------------------|
 HD1023| PID    Reference Object                     Distance      Geod. Az  |
 HD1023|                                                           dddmmss.s |
 HD1023| HD1019 DIX                                 345.003 METERS 29032     |
 HD1023| HD1024 DIX 2                               353.202 METERS 29131     |
 HD1023|---------------------------------------------------------------------|
 HD1023
 HD1023                          SUPERSEDED SURVEY CONTROL
 HD1023
 HD1023  NAD 83(1986)-  37 59 42.62750(N)    092 03 15.28645(W) AD(       ) 3
 HD1023  NAD 27      -  37 59 42.48646(N)    092 03 14.68898(W) AD(       ) 3
 HD1023
 HD1023.Superseded values are not recommended for survey control.
 HD1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1023.See file dsdata.txt to determine how the superseded data were derived.
 HD1023
 HD1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC8304105701(NAD 83)
 HD1023_MARKER: DR = REFERENCE MARK DISK
 HD1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1023_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1023
 HD1023  HISTORY     - Date     Condition        Report By
 HD1023  HISTORY     - 1975     MONUMENTED       NGS
 HD1023
 HD1023                          STATION DESCRIPTION
 HD1023
 HD1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HD1023'THE STATION IS LOCATED ABOUT 2 MILES EAST OF DIXON, ON A HIGH
 HD1023'HILL ON THE NORTH RIGHT-OF-WAY OF COUNTY ROAD MM.
 HD1023'
 HD1023'TO REACH THE STATION FROM THE RAILROAD UNDERPASS AT THE EAST
 HD1023'EDGE OF DIXON, GO NORTH AND EAST ON STATE HIGHWAY 28 FOR 2.1
 HD1023'MILES TO THE 1946 AZIMUTH MARK ON THE LEFT.  CONTINUE ON HIGHWAY
 HD1023'28 FOR 0.3 MILE TO COUNTY ROAD MM ON THE RIGHT.  TURN RIGHT AND GO
 HD1023'EASTERLY ON ROAD MM FOR 0.3 MILE TO THE STATION ON THE LEFT.
 HD1023'CONTINUE EASTERLY ON ROAD MM FOR 0.2 MILE TO REFERENCE MARK 3 ON
 HD1023'THE RIGHT, JUST BEFORE GOING DOWN STEEP HILL.
 HD1023'
 HD1023'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIX 2 NO 3 1975 AZ,
 HD1023'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HD1023'1 INCH BELOW THE GROUND SURFACE.  IT IS 26 FEET SOUTH OF THE
 HD1023'CENTER OF ROAD MM AND 2.0 FEET NORTHWEST OF A METAL WITNESS POST.
 HD1023'
 HD1023'NEAREST TOWN--DIXON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2473 ***********************************************************************
 JD2473  DESIGNATION -  DIXIE
 JD2473  PID         -  JD2473
 JD2473  STATE/COUNTY-  MO/CALLAWAY
 JD2473  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD2473
 JD2473                         *CURRENT SURVEY CONTROL
 JD2473  ___________________________________________________________________
 JD2473* NAD 83(1997)-  38 39 40.50791(N)    092 00 08.36897(W)     ADJUSTED  
 JD2473* NAVD 88     -       246.42   (+/-2cm)     808.5    (feet)  VERTCON   
 JD2473  ___________________________________________________________________
 JD2473  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 JD2473  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JD2473
 JD2473  HORZ ORDER  -  SECOND
 JD2473  VERT ORDER  -  THIRD ? (See Below)
 JD2473
 JD2473.The horizontal coordinates were established by classical geodetic methods
 JD2473.and adjusted by the National Geodetic Survey in February 2000..
 JD2473
 JD2473.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2473.The vertical order pertains to the NGVD 29 superseded value.
 JD2473
 JD2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2473
 JD2473.The geoid height was determined by GEOID03.
 JD2473
 JD2473;                    North         East     Units Scale Factor Converg.
 JD2473;SPC MO C     -   313,945.663   543,313.864   MT  0.99995643   +0 18 39.3
 JD2473;UTM  15      - 4,279,658.610   586,801.839   MT  0.99969278   +0 37 23.9
 JD2473
 JD2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2473!SPC MO C     -   0.99996641  x   0.99995643  =   0.99992284
 JD2473!UTM  15      -   0.99996641  x   0.99969278  =   0.99965920
 JD2473
 JD2473|---------------------------------------------------------------------|
 JD2473| PID    Reference Object                     Distance      Geod. Az  |
 JD2473|                                                           dddmmss.s |
 JD2473| CN6754 DIXIE RM 4                           14.289 METERS 00950     |
 JD2473| CN6750 DIXIE AZ MK RESET                                  0924346.1 |
 JD2473| CN6751 DIXIE RM 1                           35.421 METERS 13603     |
 JD2473| JD2474 ALGOA FARMS WATER TANK              APPROX.12.5 KM 1995336.7 |
 JD2473| CN6752 DIXIE RM 2                           27.749 METERS 21150     |
 JD2473| CN6753 DIXIE RM 3                           25.300 METERS 22451     |
 JD2473| JD2480 JEFFERSON CITY RAD STA KWOS         APPROX.19.6 KM 2435427.0 |
 JD2473|---------------------------------------------------------------------|
 JD2473
 JD2473                          SUPERSEDED SURVEY CONTROL
 JD2473
 JD2473  NAD 83(1986)-  38 39 40.51954(N)    092 00 08.37303(W) AD(       ) 2
 JD2473  NAD 27      -  38 39 40.38260(N)    092 00 07.72180(W) AD(       ) 2
 JD2473  NGVD 29 (07/19/86)  246.43   (m)          808.5    (f) LEVELING    3  
 JD2473
 JD2473.Superseded values are not recommended for survey control.
 JD2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2473.See file dsdata.txt to determine how the superseded data were derived.
 JD2473
 JD2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC8680279659(NAD 83)
 JD2473_MARKER: DS = TRIANGULATION STATION DISK
 JD2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2473+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2001
 JD2473
 JD2473  HISTORY     - Date     Condition        Report By
 JD2473  HISTORY     - 1949     MONUMENTED       CGS
 JD2473  HISTORY     - 1951     GOOD             CGS
 JD2473  HISTORY     - 1971     GOOD             NGS
 JD2473  HISTORY     - 20011026 GOOD             INDIV
 JD2473
 JD2473                          STATION DESCRIPTION
 JD2473
 JD2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2473'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH-SOUTHEAST OF
 JD2473'DIXIE AND 3.5 MILES NORTHWEST OF TEBBETTS.  IT IS 61 FEET
 JD2473'NORTH OF THE CENTERLINE OF A ROAD LEADING EAST, 35 FEET
 JD2473'WEST OF THE NORTHWEST CORNER OF OLD HOUSE AND 27 FEET EAST
 JD2473'OF THE CENTERLINE OF THE NORTH AND SOUTH ROAD.  THE MARK IS
 JD2473'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JD2473'DIXIE 1949.
 JD2473'
 JD2473'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND 16 FEET
 JD2473'SOUTH OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS
 JD2473'4 INCHES AND THE DISK IS STAMPED DIXIE NO. 1 1949.
 JD2473'
 JD2473'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 29
 JD2473'FEET SOUTHWEST OF THE INTERSECTION OF ROADS AND 15 FEET
 JD2473'WEST OF THE CENTERLINE OF THE NORTH AND SOUTH ROAD.  THE
 JD2473'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DIXIE NO. 2 1949.
 JD2473'
 JD2473'AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION, 38 FEET
 JD2473'NORTH OF THE CENTERLINE OF THE ROAD AND 20 FEET NORTH-NORTHEAST
 JD2473'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JD2473'IS STAMPED DIXIE 1949.
 JD2473'
 JD2473'TO REACH FROM THE VILLAGE OF TEBBETTS, GO SOUTHWESTERLY ON
 JD2473'COUNTY ROUTE D 2.05 MILES TO A CROSSROADS WITH A METAL ROOFED
 JD2473'BARN IN THE SOUTHWEST ANGLE OF THE ROADS, TURN RIGHT (NORTH)
 JD2473'0.4 MILE TO A T ROAD LEFT, CONTINUE STRAIGHT AHEAD 2.4 MILES
 JD2473'TO A T ROAD LEFT JUST BEFORE REACHING A BRIDGE, CONTINUE
 JD2473'STRAIGHT AHEAD ACROSS BRIDGE 0.2 MILE TO A T ROAD RIGHT,
 JD2473'CONTINUE STRAIGHT AHEAD 0.45 MILE TO FORKS JUST NORTH OF
 JD2473'A WHITE HOUSE, TAKE RIGHT FORK (NORTH) 1.25 MILES TO A T ROAD
 JD2473'RIGHT AND THE STATION AS DESCRIBED.
 JD2473'
 JD2473'TO REACH THE AZIMUTH FROM THE STATION, GO EAST 0.3 MILE
 JD2473'TO THE MARK ON THE LEFT AT THE CORNER OF A FIELD.
 JD2473'
 JD2473'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2473
 JD2473                          STATION RECOVERY (1951)
 JD2473
 JD2473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (NBW)
 JD2473'LETTER OF MR. NELSON B. WEST, COUNTY SURVEYOR AND ENGR., CALLAWAY
 JD2473'COUNTY HWY. DEPT., FULTON, MISSOURI, DATED MAY 5, 1951-
 JD2473'
 JD2473'REFERENCE MARK NO. 2 WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 JD2473'A NEW REFERENCE MARK R.M. NO. 3 WAS SET 82.90 FEET SW OF STATION
 JD2473'ON W SIDE OF NEW ROAD AND ABOUT CENTER LINE OF ROAD GOING EAST.
 JD2473'
 JD2473'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE RECOVERED.
 JD2473'
 JD2473'REFERENCE MARK DISK STAMPED DIXIE NO. 2 1949 RECEIVED AT
 JD2473'THIS OFFICE 8/3/51.
 JD2473
 JD2473                          STATION RECOVERY (1971)
 JD2473
 JD2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2473'RECOVERED IN GOOD CONDITION.
 JD2473
 JD2473                          STATION RECOVERY (2001)
 JD2473
 JD2473'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RSL)
 JD2473'MARK WAS RECOVERED AS DESCRIBED. THE STATION COULD BE USED FOR GPS.
 JD2473'MO PLS 2001015258
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1022 ***********************************************************************
 HD1022  DESIGNATION -  DIXON EAST BASE
 HD1022  PID         -  HD1022
 HD1022  STATE/COUNTY-  MO/PULASKI
 HD1022  USGS QUAD   -  DIXON (1982)
 HD1022
 HD1022                         *CURRENT SURVEY CONTROL
 HD1022  ___________________________________________________________________
 HD1022* NAD 83(1997)-  37 59 52.02403(N)    092 05 17.01935(W)     ADJUSTED  
 HD1022* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 HD1022  ___________________________________________________________________
 HD1022  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 HD1022  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HD1022
 HD1022  HORZ ORDER  -  FIRST
 HD1022
 HD1022.The horizontal coordinates were established by classical geodetic methods
 HD1022.and adjusted by the National Geodetic Survey in February 2000..
 HD1022
 HD1022.The orthometric height was scaled from a topographic map.
 HD1022
 HD1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1022
 HD1022.The geoid height was determined by GEOID03.
 HD1022
 HD1022;                    North         East     Units Scale Factor Converg.
 HD1022;SPC MO C     -   240,266.398   536,180.375   MT  0.99994945   +0 15 13.0
 HD1022;UTM  15      - 4,205,961.501   580,069.049   MT  0.99967896   +0 33 41.2
 HD1022
 HD1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1022!SPC MO C     -   0.99995511  x   0.99994945  =   0.99990457
 HD1022!UTM  15      -   0.99995511  x   0.99967896  =   0.99963409
 HD1022
 HD1022:                Primary Azimuth Mark                     Grid Az
 HD1022:SPC MO C     -  MARIES                                   038 31 01.8
 HD1022:UTM  15      -  MARIES                                   038 12 33.6
 HD1022
 HD1022|---------------------------------------------------------------------|
 HD1022| PID    Reference Object                     Distance      Geod. Az  |
 HD1022|                                                           dddmmss.s |
 HD1022| JD2531 MARIES                              APPROX. 7.7 KM 0384614.8 |
 HD1022| CN6755 DIXON EAST BASE AZ MK                              0962745.7 |
 HD1022| CN6756 DIXON EAST BASE RM 1                 67.638 METERS 19247     |
 HD1022| CN6758 DIXON EAST BASE RM 3                 42.114 METERS 19515     |
 HD1022| CN6757 DIXON EAST BASE RM 2                 54.818 METERS 27029     |
 HD1022| CN6759 DIXON EAST BASE RM 4                 17.182 METERS 32022     |
 HD1022|---------------------------------------------------------------------|
 HD1022
 HD1022                          SUPERSEDED SURVEY CONTROL
 HD1022
 HD1022  NAD 83(1986)-  37 59 52.03830(N)    092 05 17.01792(W) AD(       ) 1
 HD1022  NAD 27      -  37 59 51.89700(N)    092 05 16.41800(W) AD(       ) 1
 HD1022
 HD1022.Superseded values are not recommended for survey control.
 HD1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1022.See file dsdata.txt to determine how the superseded data were derived.
 HD1022
 HD1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC8006905962(NAD 83)
 HD1022_MARKER: DS = TRIANGULATION STATION DISK
 HD1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1022
 HD1022  HISTORY     - Date     Condition        Report By
 HD1022  HISTORY     - 1946     MONUMENTED       CGS
 HD1022  HISTORY     - 1947     GOOD             CGS
 HD1022  HISTORY     - 1960     GOOD             CGS
 HD1022  HISTORY     - 1975     GOOD             NGS
 HD1022
 HD1022                          STATION DESCRIPTION
 HD1022
 HD1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1022'STATION IS LOCATED 1/2 MILE NORTH AND 0.45 MILE EAST OF THE
 HD1022'RAILROAD UNDERPASS ON STATE HIGHWAY NO. 28 AT DIXON.  NEAR THE
 HD1022'EAST AND WEST SEC. LINE BETWEEN SECS. 24 AND 25 AND JUST WEST
 HD1022'OF THE NORTH-SOUTH 1/2 SEC. LINE, T. 38 N., R. 11 W., ON
 HD1022'PROPERTY OWNED BY MR. JOHN C. DOVEL.  IT IS 220 FEET
 HD1022'NORTH-NORTHEAST OF NORTHEAST CORNER OF BARN, 65 FEET NORTHWEST
 HD1022'OF A LARGE OAK TREE AND NEAR THE CENTER OF PASTURE.  THE MARK IS
 HD1022'12 INCHES BELOW SURFACE OF GROUND AND THE DISK IS STAMPED
 HD1022'E-BASE 1946.
 HD1022'
 HD1022'REFERENCE MARK NO. 1 IS 221.91 FEET SOUTH-SOUTHEAST OF STATION,
 HD1022'1 FOOT WEST OF WITNESS POST AND 6 INCHES NORTH OF EAST-WEST
 HD1022'FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HD1022'E-BASE NO 1 1946.
 HD1022'
 HD1022'REFERENCE MARK NO. 2 IS 179.85 FEET WEST OF STATION, 5 FEET SOUTH
 HD1022'OF FENCE CORNER, 6 INCHES EAST OF FENCE LINE.  THE MARK PROJECTS
 HD1022'3 INCHES AND THE DISK IS STAMPED E-BASE NO 2 1946.
 HD1022'
 HD1022'AZIMUTH IS LOCATED APPROXIMATELY 0.25 MILE EAST-SOUTHEAST OF THE
 HD1022'STATION, 32 FT. SOUTH OF THE CENTERLINE OF STATE HIGHWAY 28,
 HD1022'51 FT. NORTH OF THE NORTH RAIL OF THE ST. LOUIS-SAN FRANCISCO
 HD1022'RAILROAD TRACKS, 3 FEET WEST OF A WITNESS POST AND 7.5 FEET WEST
 HD1022'OF A LARGE OAK TREE.
 HD1022'
 HD1022'REACHED FROM THE UNDERPASS IN DIXON, GO NORTH AND EAST ON
 HD1022'STATE HIGHWAY NO. 28 FOR 0.7 MILE TO DIRT ROAD ON THE LEFT AND
 HD1022'MR. DOYELS FARM ALSO ON THE LEFT.  STATION SITE NEAR THE CENTER
 HD1022'OF THE PASTURE NORTH OF THE FARM BUILDINGS.
 HD1022'
 HD1022'AZIMUTH IS REACHED BY CONTINUING EASTERLY ON HIGHWAY FOR
 HD1022'0.25 MILE AND THE MARK ON THE RIGHT OR SOUTH SIDE OF ROAD.
 HD1022'
 HD1022'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1022
 HD1022                          STATION RECOVERY (1947)
 HD1022
 HD1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FAG)
 HD1022'THE STATION WAS RECOVERED AND ALL MARKS WERE IN GOOD CONDITION.
 HD1022'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE DESCRIBED.
 HD1022'
 HD1022'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHEAST OF DIXON, IN
 HD1022'AN OPEN PASTURE ABOUT 200 YARDS NORTH OF MR. J.C. DOYEL HOUSE,
 HD1022'NEAR THE EAST AND WEST SECTION LINE BETWEEN SEC. 24 AND 25 AND
 HD1022'JUST WEST OF THE NORTH AND SOUTH 1/2 SECTION LINE OF T. 38 N., R.
 HD1022'11 W.
 HD1022'
 HD1022'IT IS 64.5 FEET WEST-NORTHWEST OF A LONE TREE.  THE MARK IS
 HD1022'ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 HD1022'STAMPED E BASE 1946.
 HD1022'
 HD1022'REFERENCE MARK NO. 1 WAS NOT MEASURED, A LARGE PILE OF WOOD WAS
 HD1022'ON LINE TO THE STATION.  IT IS SOUTH OF THE STATION AT THE NORTH
 HD1022'EDGE OF GARDEN, 55 FEET WEST OF THE NORTHEAST CORNER OF GARDEN,
 HD1022'2 FEET WEST OF A WITNESS POST AND 0.8 FEET NORTH OF FENCELINE.
 HD1022'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED E BASE NO 1
 HD1022'1946.
 HD1022'
 HD1022'REFERENCE MARK NO. 2 IS 179.85 FEET WEST OF THE STATION,
 HD1022'6 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF THE FENCELINE.
 HD1022'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED E BASE
 HD1022'NO 2 1946.
 HD1022'
 HD1022'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION, 23
 HD1022'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY NO. 28, 51 FEET
 HD1022'NORTH OF THE NORTH RAIL OF RAILROAD AND 3 FEET SOUTHWEST
 HD1022'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HD1022'STAMPED E BASE 1946.
 HD1022'
 HD1022'TO REACH FROM THE RAILROAD UNDERPASS AT THE EAST EDGE OF DIXON,
 HD1022'GO NORTH AND EAST FOR 0.8 MILE TO THE TOP OF RIDGE AND MR. DOYELS
 HD1022'HOUSE ON THE LEFT, TURN LEFT THROUGH GATES AT BARN
 HD1022'AND GO ABOUT 200 YARDS TO LONE TREE IN PASTURE.  TO
 HD1022'REACH AZIMUTH FROM MR. DOYELS HOUSE CONTINUE EASTERLY ON STATE
 HD1022'HIGHWAY NO. 28 FOR 0.25 MILE TO A SMALL HOUSE ON THE LEFT AND
 HD1022'AZIMUTH ON THE RIGHT.
 HD1022'
 HD1022'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1022
 HD1022                          STATION RECOVERY (1960)
 HD1022
 HD1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 HD1022'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 HD1022'GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 WHICH REQUIRED
 HD1022'MOVING.  THE LINE OF SIGHT BETWEEN THE STATION AND THE AZIMUTH
 HD1022'MARK IS OBSTRUCTED BY NEW HOUSES.  TWO NEW REFERENCE MARKS NO. 3
 HD1022'AND NO. 4 WERE ESTABLISHED.  THE IMMEDIATE AREA IS BEING
 HD1022'DEVELOPED INTO A NEW HOUSING AREA.  A COMPLETE DESCRIPTION
 HD1022'FOLLOWS.
 HD1022'
 HD1022'STATION IS LOCATED ABOUT 3/4 MILE NORTHEAST OF THE NEW POST
 HD1022'OFFICE IN DIXON IN A NEW HOUSING AREA, 141 FEET NORTH-NORTHEAST
 HD1022'OF A POWER POLE, 79.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HD1022'THE NEW BRICK HOME BELONGING TO MR. WARREN PARKER, 65 FEET
 HD1022'WEST-NORTHWEST OF 12-INCH ELM TREE, 58 FEET SOUTHWEST OF A
 HD1022'POWER POLE, AND 1 FOOT SOUTH OF A STEEL POST.  THE AREA IN
 HD1022'THE IMMEDIATE VICINITY OF THE STATION MARK HAS BEEN LEVELED AND
 HD1022'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 HD1022'THE DISK IS STAMPED E BASE 1946.
 HD1022'
 HD1022'TO REACH THE STATION FROM THE NEW POST OFFICE IN DIXON, GO EAST
 HD1022'FOR 0.05 MILE TO STATE HIGHWAY 28.  TURN LEFT AND GO NORTH AND
 HD1022'EAST ON STATE HIGHWAY 28 FOR 0.75 MILE TO THE TOP OF GRADE
 HD1022'AND A SIDE STREET ON THE LEFT.  TURN LEFT AND GO NORTH ON
 HD1022'STREET FOR 0.05 MILE TO THE WARREN PARKER HOME ON THE LEFT AND
 HD1022'THE STATION.
 HD1022'
 HD1022'REFERENCE MARK NO. 2 IS 179.85 FEET WEST OF THE STATION, 39
 HD1022'FEET NORTHEAST OF A 24-INCH OAK TREE, 33 FEET SOUTHEAST OF A
 HD1022'GUY POLE FOR POWER LINE, 22 FEET SOUTH OF A POWER POLE, 19
 HD1022'FEET EAST OF THE CENTER OF ROCK ROAD, AND 6 FEET SOUTH OF AN
 HD1022'EAST-WEST FENCE ON THE WEST SIDE OF ROAD.  THE MARK IS 6 INCHES
 HD1022'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED E BASE
 HD1022'NO 2 1946.
 HD1022'
 HD1022'REFERENCE MARK NO. 3 IS 138.17 FEET SOUTH-SOUTHWEST OF THE
 HD1022'STATION, 87 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF NEW
 HD1022'BRICK HOME OF WARREN PARKER, AND 2.5 FEET NORTH OF A POWER
 HD1022'POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 HD1022'DISK IS STAMPED E BASE NO 3 1946.
 HD1022'
 HD1022'REFERENCE MARK NO. 4 IS 56.37 FEET NORTHWEST OF THE STATION
 HD1022'AND 2 FEET SOUTH OF A POWER POLE.  THE MARK IS FLUSH WITH THE
 HD1022'SURFACE OF THE GROUND AND THE DISK IS STAMPED E BASE NO 4 1946.
 HD1022'
 HD1022'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 23 FEET SOUTH OF
 HD1022'THE CENTER OF STATE HIGHWAY 28, 51 FEET NORTH OF THE NORTH RAIL
 HD1022'OF TRACK, AND 7.5 FEET WEST OF A LARGE OAK TREE.  THE MARK
 HD1022'PROJECTS 4 INCHES AND THE DISK IS STAMPED E BASE 1946.
 HD1022'THIS MARK IS NOT VISIBLE FROM THE STATION, BUT IT MAY BE
 HD1022'REACH FROM THE STATION BY GOING EAST ON STATE HIGHWAY 28 FOR 0.3
 HD1022'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 HD1022
 HD1022                          STATION RECOVERY (1975)
 HD1022
 HD1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HD1022'THE STATION MARK WAS RECOVERED 10 INCHES BELOW THE GROUND SURFACE.
 HD1022'REFERENCE MARKS 3 AND 4 WERE EACH RECOVERED 3 INCHES BELOW THE
 HD1022'GROUND SURFACE.  REFERENCE MARK 2 IS BELIEVED TO HAVE BEEN
 HD1022'DESTROYED BY CONSTRUCTION OF A HOUSE.  THE AZIMUTH MARK WAS NOT
 HD1022'SEARCHED FOR THE DATE.
 HD1022'
 HD1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DIXON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2534 ***********************************************************************
 JD2534  DESIGNATION -  DIXON WEST BASE RESET
 JD2534  PID         -  JD2534
 JD2534  STATE/COUNTY-  MO/PULASKI
 JD2534  USGS QUAD   -  BRAYS (1987)
 JD2534
 JD2534                         *CURRENT SURVEY CONTROL
 JD2534  ___________________________________________________________________
 JD2534* NAD 83(1997)-  38 00 01.72675(N)    092 09 31.46661(W)     ADJUSTED  
 JD2534* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 JD2534  ___________________________________________________________________
 JD2534  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 JD2534  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JD2534
 JD2534  HORZ ORDER  -  FIRST
 JD2534
 JD2534.The horizontal coordinates were established by classical geodetic methods
 JD2534.and adjusted by the National Geodetic Survey in February 2000..
 JD2534
 JD2534.The orthometric height was scaled from a topographic map.
 JD2534
 JD2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2534
 JD2534.The geoid height was determined by GEOID03.
 JD2534
 JD2534;                    North         East     Units Scale Factor Converg.
 JD2534;SPC MO C     -   240,540.417   529,971.492   MT  0.99994439   +0 12 36.4
 JD2534;UTM  15      - 4,206,202.090   573,860.484   MT  0.99966719   +0 31 04.7
 JD2534
 JD2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2534!SPC MO C     -   0.99994697  x   0.99994439  =   0.99989136
 JD2534!UTM  15      -   0.99994697  x   0.99966719  =   0.99961417
 JD2534
 JD2534|---------------------------------------------------------------------|
 JD2534| PID    Reference Object                     Distance      Geod. Az  |
 JD2534|                                                           dddmmss.s |
 JD2534| CN6760 DIXON WEST BASE RM 1                 58.714 METERS 04936     |
 JD2534| CN6761 DIXON WEST BASE RM 2                 48.365 METERS 13554     |
 JD2534| AI1623 DIXON WEST BASE RM 3                 50.048 METERS 16405     |
 JD2534| HD1037 FORT LEONARD WOOD STEEL TK          APPROX.26.9 KM 1734300.6 |
 JD2534| HD1058 FORT LEONARD WOOD CONCRETE TK       APPROX.29.6 KM 1751455.9 |
 JD2534| HD1042 DIXON WEST BASE AZ MK               395.514 METERS 19345     |
 JD2534| AI1624 DIXON WEST BASE RM 4                 57.040 METERS 21804     |
 JD2534|---------------------------------------------------------------------|
 JD2534
 JD2534                          SUPERSEDED SURVEY CONTROL
 JD2534
 JD2534  NAD 83(1986)-  38 00 01.74066(N)    092 09 31.46537(W) AD(       ) 1
 JD2534  NAD 27      -  38 00 01.59900(N)    092 09 30.85900(W) AD(       ) 1
 JD2534
 JD2534.Superseded values are not recommended for survey control.
 JD2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2534.See file dsdata.txt to determine how the superseded data were derived.
 JD2534
 JD2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7386006202(NAD 83)
 JD2534_MARKER: DS = TRIANGULATION STATION DISK
 JD2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2534_STAMPING: DIXON WEST BASE 1946 1975
 JD2534_MARK LOGO: CGS   
 JD2534_PROJECTION: FLUSH
 JD2534_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2534+STABILITY: SURFACE MOTION
 JD2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2534+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1994
 JD2534
 JD2534  HISTORY     - Date     Condition        Report By
 JD2534  HISTORY     - 1946     MONUMENTED       CGS
 JD2534  HISTORY     - 1947     GOOD             CGS
 JD2534  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JD2534  HISTORY     - 19940413 POOR             MODNR
 JD2534
 JD2534                          STATION DESCRIPTION
 JD2534
 JD2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 JD2534'STATION IS LOCATED 3.5 MILES WEST OF DIXON JUST OFF THE FIRST
 JD2534'CURVE SOUTH IN STATE ROUTE NO. 133.  STATION IS 16 FEET NORTH
 JD2534'OF TRACK ROAD AND 5 FEET EAST SOUTHEAST OF WITNESS POST.  THE
 JD2534'MARK PROJECTS ABOUT FOUR INCHES AND THE DISK IS STAMPED WEST
 JD2534'BASE 1946.
 JD2534'
 JD2534'REFERENCE MARK NO. 1 IS 192.64 FEET NORTHEAST OF STATION AND
 JD2534'ABOUT ONE FOOT WEST OF FENCELINE.  THE MARK PROJECTS ABOUT
 JD2534'FOUR INCHES AND THE DISK IS STAMPED WEST BASE NO 1 1946.
 JD2534'
 JD2534'REFERENCE MARK NO. 2 IS 158.74 FEET SOUTHEAST OF STATION, AND
 JD2534'ABOUT ONE FOOT WEST OF FENCELINE.  THE MARK PROJECTS ABOUT
 JD2534'FOUR INCHES AND THE DISK IS STAMPED WEST BASE NO 2 1946.
 JD2534'
 JD2534'AZIMUTH MARK IS 0.25 MILE SOUTH SOUTHEAST OF STATION.  FOUR
 JD2534'FEET NORTHEAST OF WITNESS POST, 29 FEET EAST SOUTHEAST OF THE
 JD2534'APPROXIMATE CENTERLINE OF STATE ROUTE NO. 133, 14 FEET NORTH
 JD2534'OF TELEPHONE POLE AND 78 FEET NORTH OF FENCECORNER.  THE MARK
 JD2534'PROJECTS ABOUT THREE INCHES AND THE DISK IS STAMPED WEST BASE
 JD2534'1946.
 JD2534'
 JD2534'TO REACH FROM DIXON GO WEST ON COUNTY ROUTE C FOR 1.6 MILES TO
 JD2534'T ROAD RIGHT AND JUNCTION WITH STATE ROUTE NO. 133.  CONTINUE
 JD2534'STRAIGHT AHEAD, WEST, ON ROUTE NO. 133 FOR 2.0 MILES TO A POINT
 JD2534'WHERE ROUTE NO. 133 TURNS LEFT OR SOUTH.  CONTINUE STRAIGHT AHEAD
 JD2534'ON TRACK ROAD FOR 0.05 MILE TO STATION ON RIGHT OR NORTH
 JD2534'SIDE OF TRACK ROAD AS DESCRIBED.  TO REACH AZIMUTH MARK CONTINUE
 JD2534'SOUTH ON STATE ROUTE NO. 133 FOR 0.25 MILE TO AZIMUTH ON LEFT
 JD2534'OR EAST SIDE OF ROAD AS DESCRIBED.
 JD2534'
 JD2534'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2534
 JD2534                          STATION RECOVERY (1947)
 JD2534
 JD2534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2534'THE STATION WAS RECOVERED AND ALL MARKS WERE IN GOOD CONDITION.
 JD2534'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE DESCRIBED.
 JD2534'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JD2534'
 JD2534'THE STATION IS LOCATED 3.5 MILES WEST OF DIXON, 2 MILES NORTHEAST
 JD2534'OF THE VILLAGE OF HANCOCK, VERY NEAR THE SECTION LINE, SOUTH
 JD2534'SIDE CENTER OF SEC. 20, T. 38 N., R. 11 W., ON PROPERTY OWNED BY
 JD2534'MRS. HUGH HARRISON.  IT IS ABOUT 0.05 MILE WEST OF A CURVE IN
 JD2534'STATE ROUTE 133, 12 FEET NORTH OF SECTION LINE ROAD AND 5.3
 JD2534'FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 JD2534'DISC IS STAMPED, WEST BASE 1946.
 JD2534'
 JD2534'REFERENCE MARK NO. 1 IS 192.63 FEET NORTHEAST OF STATION, 46
 JD2534'PACES NORTH OF SECTION LINE ROAD, 3-1/2 FEET SOUTH OF AN OAK
 JD2534'TREE AND 1-1/2 FEET WEST OF THE FENCE LINE.  THE MARK PROJECTS
 JD2534'5 INCHES AND THE DISC IS STAMPED, WEST BASE 1946 NO 1.
 JD2534'
 JD2534'REFERENCE MARK NO 2 IS 158.68 FEET SOUTHEAST OF THE STATION,
 JD2534'ABOUT 29 PACES SOUTH OF A SECTION LINE ROAD, AND VERY NEAR
 JD2534'OR IN THE APPARANT RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 JD2534'6 INCHES AND THE DISC IS STAMPED, WEST BASE 1946 NO 2.
 JD2534'
 JD2534'AZIMUTH MARK IS 0.3 MILE SOUTH OF STATION, 32 FEET EAST OF THE
 JD2534'APPROXIMATE CENTERLINE OF STATE ROUTE 133, 15 FEET NORTH OF A
 JD2534'TELEPHONE POLE AND 3.7 FEET NORTH OF A WITNESS POST.
 JD2534'
 JD2534'TO REACH FROM THE JUNCTION OF STATE ROUTE 28 AND COUNTY ROAD
 JD2534'C WHICH IS JUST NORTH OF THE UNDERPASS IN DIXON, GO WEST ON
 JD2534'ROUTE C FOR 1.7 MILES TO JUNCTION WITH STATE ROUTE 133.
 JD2534'CONTINUE WEST ON ROUTE 133 FOR 2.0 MILES TO CURVE TO THE LEFT,
 JD2534'PROCEED STRAIGHT AHEAD OFF THE CURVE, WEST ON A TRAIL ROAD,
 JD2534'ABOUT 100 PACES WEST OF RT. 133 TO STATION SITE ON THE LEFT.
 JD2534'
 JD2534'AZIMUTH MARK REACHED BY GOING SOUTH ON STATE ROUTE 133 FOR
 JD2534'0.3 MILE TO MARK ON THE LEFT.
 JD2534
 JD2534                          STATION RECOVERY (1975)
 JD2534
 JD2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JD2534'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH
 JD2534'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE
 JD2534'STATION MARK AND REFERENCE MARK 1 WERE FOUND TILTED OUT OF
 JD2534'POSITION.  REFERENCE MARK 2 IS OBSTRUCTED FROM THE STATION BY
 JD2534'A HOUSE THIS DATE.  A NEW SURFACE STATION MARK WAS SET DIRECTLY
 JD2534'ABOVE THE UNDERGROUND MARK AND REFERENCE MARKS 3 AND 4 WERE
 JD2534'ESTABLISHED.  A NEW COMPLETE DESCRIPTION FOLLOWS--
 JD2534'
 JD2534'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF DIXON, AT THE
 JD2534'SOUTH SIDE CENTER OF SEC. 20, T 38 N, R 11 W AND ON THE NORTH
 JD2534'RIGHT-OF-WAY IN A SECTION LINE ROAD.
 JD2534'
 JD2534'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 28 AND
 JD2534'COUNTY ROUTE C, JUST NORTH OF THE UNDERPASS IN DIXON, GO WEST
 JD2534'ON ROUTE C FOR 1.7 MILES TO JUNCTION WITH STATE ROUTE 133,
 JD2534'CONTINUE WEST ON ROUTE 133 FOR 2.0 MILES TO WHERE ROUTE 133
 JD2534'CURVES SOUTH, CONTINUE STRAIGHT AHEAD, WEST, ON A TRACK ROAD
 JD2534'FOR 0.05 MILE TO THE STATION ON THE RIGHT AND A HOUSE ON THE
 JD2534'LEFT.
 JD2534'
 JD2534'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED DIXON W
 JD2534'BASE 1946 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 JD2534'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 JD2534'IS 64.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 JD2534'50 FEET NORTH OF THE NORTHWEST CORNER AND EDGE OF CONCRETE
 JD2534'SIDEWALK, 11 FEET NORTH OF THE CENTER OF THE ROAD AND 1.5
 JD2534'FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 JD2534'STAMPED DIXON W BASE 1946, SET IN AN IRREGULAR MASS OF
 JD2534'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 JD2534'
 JD2534'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK,
 JD2534'STAMPED DIXON W BASE 1946 NO 3 1975 AND PROJECTS 2 INCHES
 JD2534'ABOVE THE GROUND.  IT IS 109 FEET SOUTHWEST OF THE POWER POLE,
 JD2534'13 FEET SOUTHEAST OF A 14-INCH OAK TREE, 1 FOOT NORTH OF THE
 JD2534'EAST-WEST FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 JD2534'
 JD2534'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 JD2534'DIXON W BASE 1946 NO 4 1975 AND SET FLUSH WITH GROUND.  IT IS
 JD2534'88.5 FEET SOUTHEAST OF A POWER POLE WITH METER ATTACHED, 70.5
 JD2534'FEET SOUTH-SOUTHEAST OF THE SUTHWEST CORNER OF THE HOUSE, 1 FOOT
 JD2534'NORTH OF AN EAST-WEST FENCE AND 1 FOOT WEST OF A METAL WITNESS
 JD2534'POST.
 JD2534'
 JD2534'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIXON W BASE 1946,
 JD2534'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JD2534'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 77 FEET NORTH OF A
 JD2534'CORNER FENCE POST, 30 FEET EAST OF THE CENTER OF ROUTE 133,
 JD2534'14.5 FEET NORTH OF A POWER POLE AND 1.5 FEET WEST OF A METAL
 JD2534'WITNESS POST.
 JD2534'
 JD2534'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE TRACK
 JD2534'ROAD FOR 0.05 MILE TO ROUTE 133, TURN RIGHT AND GO SOUTHERLY
 JD2534'ON ROUTE 133 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JD2534'
 JD2534'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2534'ABOUT 3-1/2 MILES WEST OF DIXON.
 JD2534
 JD2534                          STATION RECOVERY (1994)
 JD2534
 JD2534'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 JD2534'THIS STATION WAS RECOVERED IN POOR CONDITION. THE SURFACE MARK WAS
 JD2534'FOUND TILTED OUT OF POSTION. THE UNDERGROUND MARK WAS RECOVERED IN
 JD2534'GOOD CONDITION, BUT IS NOW ONLY ABOUT 20 INCHES BELOW THE GROUND. A
 JD2534'NEW SURFACE MARK WAS NOT SET. THE UNDERGROUND MARK WAS USED DURING A
 JD2534'GPS PROJECT 04/14/94, BY THE MODNR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2434 ***********************************************************************
 AI2434  SACS        -  This is a Secondary Airport Control Station.
 AI2434  DESIGNATION -  DMO A
 AI2434  PID         -  AI2434
 AI2434  STATE/COUNTY-  MO/PETTIS
 AI2434  USGS QUAD   -  SEDALIA EAST (1973)
 AI2434
 AI2434                         *CURRENT SURVEY CONTROL
 AI2434  ___________________________________________________________________
 AI2434* NAD 83(1997)-  38 42 49.82644(N)    093 10 19.41568(W)     ADJUSTED  
 AI2434* NAVD 88     -       267.57   (meters)     877.9    (feet)  GPS OBS   
 AI2434  ___________________________________________________________________
 AI2434  X           -    -275,756.758 (meters)                     COMP
 AI2434  Y           -  -4,975,805.397 (meters)                     COMP
 AI2434  Z           -   3,967,726.235 (meters)                     COMP
 AI2434  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AI2434  ELLIP HEIGHT-         234.86  (meters)          (10/07/99) GPS OBS
 AI2434  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 AI2434
 AI2434  HORZ ORDER  -  FIRST
 AI2434  ELLP ORDER  -  FOURTH    CLASS II
 AI2434
 AI2434.This mark is at Sedalia Mem Airport (DMO)
 AI2434
 AI2434.The horizontal coordinates were established by GPS observations
 AI2434.and adjusted by the National Geodetic Survey in October 1999..
 AI2434
 AI2434.The orthometric height was determined by GPS observations and a
 AI2434.high-resolution geoid model.
 AI2434
 AI2434.GPS derived orthometric heights for airport stations designated as
 AI2434.PACS or SACS are published to 2 decimal places.  This maintains
 AI2434.centimeter relative accuracy between the PACS and SACS.  It does
 AI2434.not indicate centimeter accuracy relative to other marks which are
 AI2434.part of the NAVD 88 network.
 AI2434
 AI2434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2434
 AI2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2434
 AI2434.The ellipsoidal height was determined by GPS observations
 AI2434.and is referenced to NAD 83.
 AI2434
 AI2434.The geoid height was determined by GEOID03.
 AI2434
 AI2434;                    North         East     Units Scale Factor Converg.
 AI2434;SPC MO C     -   319,879.974   441,551.695   MT  0.99997539   -0 25 13.2
 AI2434;UTM  15      - 4,285,036.004   485,041.199   MT  0.99960276   -0 06 27.4
 AI2434
 AI2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2434!SPC MO C     -   0.99996315  x   0.99997539  =   0.99993854
 AI2434!UTM  15      -   0.99996315  x   0.99960276  =   0.99956593
 AI2434
 AI2434                          SUPERSEDED SURVEY CONTROL
 AI2434
 AI2434.No superseded survey control is available for this station.
 AI2434
 AI2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8504185036(NAD 83)
 AI2434_MARKER: DD = SURVEY DISK
 AI2434_SETTING: 0 = UNSPECIFIED SETTING
 AI2434_STAMPING: DMO A 1999
 AI2434_MARK LOGO: NGS   
 AI2434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2434+STABILITY: SURFACE MOTION
 AI2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2434+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2434
 AI2434  HISTORY     - Date     Condition        Report By
 AI2434  HISTORY     - 1999     MONUMENTED       NGS
 AI2434
 AI2434                          STATION DESCRIPTION
 AI2434
 AI2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (JDH)
 AI2434'COMPLETE TO REACH DISCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT
 AI2434'5.6KM EAST OF SEDALIA, MO.  AT THE SEDALIA MEMORIAL AIRPORT (DMO) , IN
 AI2434'THE GRASS ABOUT 500 FT (152.4 M) SOUTH SOUTHEAST OF RUNWAY END 18
 AI2434'COX,PH 660- 826-4128.  MARK STEGNER, MAINTENANCE KNOWS WERE ALL THE
 AI2434'MARKS ARE.  NOTE-- CONTACT THE AIRPORT MANAGER ON ARRIVAL.  THIS
 AI2434'STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) TO REACH THE
 AI2434'STATION FROM THE JUNCTION OF US HWYS 50 AND 65, IN SEDALIA, GO EAST ON
 AI2434'HWY 50 5.5 KM (3.40 MI) TO THE JUNCTION OF HARDING ROAD ON THE LEFT,
 AI2434'TURN LEFT GOING NORTH 1.3 KM (0.80 MI) ON HARDING ROAD TO A T-JUNCTION
 AI2434'WITH BOONVILLE ROAD.  TURN RIGHT GOING EAST 1.1 KM (0.70 MI) ON
 AI2434'BOONVILLE ROAD TO THE AIRPORT ON THE RIGHT.  ENTER THE GATE ON THE
 AI2434'NORTH SIDE OF THE TERMINAL AND PROCEED .15 M (0.49 FT) EAST ACROSS THE
 AI2434'RAMP TO RUNWAY 18/36, TURN LEFT HEADING NORTH ON THE RUNWAY .2 M (0.7
 AI2434'FT) TO THE STATION ON THE RIGHT.  THE MARK IS 72.5 FT (22.1 M) EAST OF
 AI2434'THE EAST EDGE OF THE RUNWAY, 65.O FT SOUTHEAST OF THE THIRD RUNWAY
 AI2434'LIGHT SOUTH OF THE THRESHOLD LIGHTS, 35 FT (10.7 M) WEST OF A DITCH,
 AI2434'23 FT (7.0 M) EAST OF THE WEST PAPI.  THE DISK IS SET IN THE NORTHEAST
 AI2434'CORNER OF THE 7.5 FT (2.3 M) X 6.0 FT (1.8 M) EAST PAPI BASE.  THE
 AI2434'MARK IS AN NGS HORIZONTAL CONTROL DISK .2 FT (6.1 CM) ABOVE THE GROUND
 AI2434'AND LEVEL WITH THE RUNWAY.  JDH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0420 ***********************************************************************
 GE0420  DESIGNATION -  DODD
 GE0420  PID         -  GE0420
 GE0420  STATE/COUNTY-  MO/RIPLEY
 GE0420  USGS QUAD   -  BARDLEY (1965)
 GE0420
 GE0420                         *CURRENT SURVEY CONTROL
 GE0420  ___________________________________________________________________
 GE0420* NAD 83(1997)-  36 40 31.90393(N)    091 06 25.50570(W)     ADJUSTED  
 GE0420* NAVD 88     -       258.340  (meters)     847.57   (feet)  ADJUSTED  
 GE0420  ___________________________________________________________________
 GE0420  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GE0420  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GE0420  DYNAMIC HT  -         258.125 (meters)     846.87  (feet)  COMP
 GE0420  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 GE0420
 GE0420  HORZ ORDER  -  FIRST
 GE0420  VERT ORDER  -  SECOND    CLASS 0
 GE0420
 GE0420.The horizontal coordinates were established by classical geodetic methods
 GE0420.and adjusted by the National Geodetic Survey in February 2000..
 GE0420
 GE0420.The orthometric height was determined by differential leveling
 GE0420.and adjusted by the National Geodetic Survey in June 1991..
 GE0420
 GE0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0420
 GE0420.The geoid height was determined by GEOID03.
 GE0420
 GE0420.The dynamic height is computed by dividing the NAVD 88
 GE0420.geopotential number by the normal gravity value computed on the
 GE0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0420.degrees latitude (g = 980.6199 gals.).
 GE0420
 GE0420.The modeled gravity was interpolated from observed gravity values.
 GE0420
 GE0420;                    North         East     Units Scale Factor Converg.
 GE0420;SPC MO E     -    93,618.636   195,736.935   MT  0.99996960   -0 21 45.4
 GE0420;UTM  15      - 4,060,547.929   669,145.989   MT  0.99995249   +1 07 51.1
 GE0420
 GE0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0420!SPC MO E     -   0.99996405  x   0.99996960  =   0.99993365
 GE0420!UTM  15      -   0.99996405  x   0.99995249  =   0.99991654
 GE0420
 GE0420|---------------------------------------------------------------------|
 GE0420| PID    Reference Object                     Distance      Geod. Az  |
 GE0420|                                                           dddmmss.s |
 GE0420| CI0754 DODD RM 1                            41.346 METERS 01456     |
 GE0420| GE1094 BROOKS                              APPROX.24.4 KM 0801459.9 |
 GE0420| CI0755 DODD RM 2 RESET                                    1600745.0 |
 GE0420| GE0419 DODD RM 2                                          16301     |
 GE0420| GE0814 BRASWELL LOOKOUT TOWER              APPROX.18.7 KM 2825540.9 |
 GE0420| CI0756 DODD RM 3                            43.291 METERS 33319     |
 GE0420|---------------------------------------------------------------------|
 GE0420
 GE0420                          SUPERSEDED SURVEY CONTROL
 GE0420
 GE0420  NAD 83(1997)-  36 40 31.90829(N)    091 06 25.50362(W) AD(       ) 1
 GE0420  NAD 83(1986)-  36 40 31.91251(N)    091 06 25.50422(W) AD(       ) 1
 GE0420  NAD 27      -  36 40 31.70400(N)    091 06 25.03400(W) AD(       ) 1
 GE0420  NGVD 29 (??/??/92)  258.237  (m)          847.23   (f) ADJ UNCH    2 0
 GE0420
 GE0420.Superseded values are not recommended for survey control.
 GE0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0420.See file dsdata.txt to determine how the superseded data were derived.
 GE0420
 GE0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6914660548(NAD 83)
 GE0420_MARKER: DS = TRIANGULATION STATION DISK
 GE0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0420_STAMPING: DODD 1928
 GE0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0420+STABILITY: SURFACE MOTION
 GE0420
 GE0420  HISTORY     - Date     Condition        Report By
 GE0420  HISTORY     - 1928     MONUMENTED       CGS
 GE0420  HISTORY     - 1934     GOOD             NGS
 GE0420  HISTORY     - 1951     GOOD             USE
 GE0420  HISTORY     - 1957     GOOD             CGS
 GE0420
 GE0420                          STATION DESCRIPTION
 GE0420
 GE0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GE0420'ABOUT 20 MILES BY ROAD SOUTH OF EAST OF ALTON, 2 MILES SOUTH
 GE0420'AND 1-1/4 MILES EAST OF BARDLEY POST OFFICE, 20 MILES NORTHWEST
 GE0420'OF DONIPHAN ON HIGHWAY 42, ON LAND OWNED BY E.V. SNODGRASS
 GE0420'AND FARMED BY G.O. SNODGRASS WHO LIVES ONE-THIRD MILE EAST OF
 GE0420'STATION.  STATION IS ON HIGHEST POINT OF A CLEARED KNOLL, 300
 GE0420'PACES NORTH OF HIGHWAY, 100 METERS (328 FEET) EAST OF TIMBER
 GE0420'AT WEST EDGE OF FIELD, AND 42 METERS (138 FEET) SOUTH OF
 GE0420'FENCE LINE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GE0420'STATION DISKS IN CONCRETE.  UPPER MARK
 GE0420'PROJECTS 4 INCHES AND LOWER MARK IS 5 FEET BELOW SURFACE.
 GE0420'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 GE0420'NO. 1 IS 0.35 METER (1.2 FEET) SOUTH OF THE FENCE
 GE0420'LINE, AND 41.38 METERS (135.8 FEET) FROM STATION N 14 DEG 56 MIN E.
 GE0420'NO. 2 IS 6.60 METERS (21.6 FEET) NORTH OF CENTER
 GE0420'LINE OF STATE HIGHWAY 42, 0.4 METER (1 FOOT) NORTH OF FENCE,
 GE0420'AND ABOUT 247 METERS (810 FEET) (PACED) FROM STATION
 GE0420'S 13 DEG 59 MIN E.
 GE0420
 GE0420                          STATION RECOVERY (1934)
 GE0420
 GE0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GE0420'18.3 MI W FROM DONIPHAN.
 GE0420'IN RIPLEY COUNTY, 18.3 MILES WEST ALONG STATE HIGHWAY 14 FROM
 GE0420'THE BRIDGE OVER CURRENT RIVER AT DONIPHAN, RIPLEY COUNTY, 6.6 MILE
 GE0420'EAST OF BRIDGE K 272 OVER ELEVEN POINTS RIVER AT RIVERTON, OREGON
 GE0420'COUNTY, 0.4 MILE WEST OF THE JUNCTION WITH THE ROAD LEADING NORTH
 GE0420'TO PINE, 0.3 MILE WEST OF A FARMHOUSE, 675 FEET NORTH OF THE NORTH
 GE0420'RIGHT-OF-WAY FENCE ALONG THE HIGHWAY, 285 FEET NORTH OF AN
 GE0420'EAST-AND-WEST ROW OF TREES FORMING A WINDBREAK IN THE MIDDLE OF
 GE0420'A FIELD, 150 FEET EAST OF THE EDGE OF THE TREES AT THE SUMMIT
 GE0420'OF A SLOPE DESCENDING TO THE WEST, 115 FEET SOUTH OF THE NORTH
 GE0420'BOUNDARY FENCE OF THE FIELD, AND ON THE SUMMIT OF THE HIGHEST
 GE0420'KNOLL IN THE FIELD.  A STANDARD TRIANGULATION-STATION DISK,
 GE0420'STAMPED DODD 1928 AND SET IN THE TOP OF A CONCRETE POST.
 GE0420
 GE0420                          STATION RECOVERY (1951)
 GE0420
 GE0420'RECOVERY NOTE BY US ENGINEERS 1951 (JD)
 GE0420'REFERENCE MARK 2 WAS FOUND TO BE REMOVED FROM ITS ORIGINAL
 GE0420'LOCATION BY ROAD GRADING OPERATIONS.  THE MARK WAS RESET
 GE0420'IN A NEW LOCATION AND A POSITION AND AZIMUTH ESTABLISHED AS
 GE0420'FOLLOWS-
 GE0420'
 GE0420'DISTANCE FROM DODD TO R.M. 2 IS 775.55 FEET (DOUBLE CHAINED)
 GE0420'
 GE0420'AZIMUTH FROM DODD TO R. M. 2 IS S 19 DEG 52 MIN E.
 GE0420'(POLARIS OBSERVATION).
 GE0420'
 GE0420'STAMPED RESET 1951 USCE.
 GE0420
 GE0420                          STATION RECOVERY (1957)
 GE0420
 GE0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE0420'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 GE0420'FOUND TO BE IN GOOD CONDITION.
 GE0420'
 GE0420'REFERENCE MARK 2 WAS RESET IN 1951 AND WILL SERVE AS AN
 GE0420'AZIMUTH MARK.  A NEW REFERENCE MARK WAS ESTABLISHED.  FOLLOWING
 GE0420'IS A NEW AND COMPLETE DESCRIPTION.
 GE0420'
 GE0420'STATION IS ABOUT 16 MILES WEST-NORTHWEST OF DONIPHAN, 0.2 MILE
 GE0420'NORTHEAST OF THE JUNCTION OF U. S. HIGHWAY 160 AND COUNTY
 GE0420'ROAD J, ON THE HIGHEST POINT OF A CLEARED KNOLL, IN SECTION
 GE0420'6, T 23 N, R 1 W AND ON LAND OWNED BY THE BAKER LAND COMPANY
 GE0420'OF DONIPHAN.
 GE0420'
 GE0420'REACHED FROM THE EAST END OF THE BRIDGE SPANNING THE CURRENT
 GE0420'RIVER ABOUT 1/2 MILE NORTHWEST OF DONIPHAN, GO WEST ACROSS THE
 GE0420'BRIDGE AND ON U. S. HIGHWAY 160 FOR 1.05 MILES TO THE JUNCTION
 GE0420'OF STATE HIGHWAYS 21 AND 142, BEAR RIGHT AND CONTINUE WESTERLY ON
 GE0420'HIGHWAY 160 FOR 11.35 MILES TO THE BRIAR LOOKOUT TOWER ON THE
 GE0420'LEFT, CONTINUE WESTERLY ON THE HIGHWAY FOR 5.75 MILES TO A SIDE
 GE0420'ROAD ON THE LEFT AT A SIGN GATEWOOD, CONTINUE WESTERLY ON THE
 GE0420'HIGHWAY FOR 1.3 MILES TO A GATE AND REFERENCE MARK 2 ON THE
 GE0420'RIGHT (THIS POINT IS ABOUT 0.15 MILE EAST OF THE JUNCTION OF
 GE0420'THE HIGHWAY AND COUNTY ROAD J) TURN RIGHT, PASS THROUGH THE
 GE0420'GATE AND GO NORTH ON A FARM ROAD FOR 0.05 MILE TO AN
 GE0420'ABANDONED FARM HOUSE ON THE LEFT, CONTINUE NORTH ON THE FARM
 GE0420'ROAD FOR 0.1 MILE TO THE HIGHEST POINT OF THE KNOLL AND THE
 GE0420'STATION.
 GE0420'
 GE0420'STATION MARKS ARE STANDARD DISKS, STAMPED DODD 1928.  THE
 GE0420'SURFACE MARK IS SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST
 GE0420'PROJECTING 6 INCHES.  IT IS 150 FEET SOUTHEAST OF A FENCE AT THE
 GE0420'EAST EDGE OF A WOODS AND 132 FEET SOUTH OF A FENCE AT THE SOUTH
 GE0420'EDGE OF A WOODS.  A WHITE WITNESS POST WAS SET 3 FEET NORTHEAST
 GE0420'OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 GE0420'OF CONCRETE 5 FEET BELOW THE GROUND SURFACE.
 GE0420'
 GE0420'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DODD NO 1 1928,
 GE0420'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST THAT IS FLUSH
 GE0420'WITH THE GROUND.  IT IS 3 FEET SOUTH OF THE FENCE AT THE SOUTH
 GE0420'EDGE OF THE WOODS.
 GE0420'
 GE0420'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DODD NO 2 1928
 GE0420'RESET 1951, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST
 GE0420'PROJECTING 5 INCHES.  IT IS 300 FEET EAST OF THE GATE, 27 FEET
 GE0420'NORTH OF THE CENTER OF THE HIGHWAY AND 3 FEET NORTH OF A FENCE.
 GE0420'
 GE0420'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DODD NO 3 1928,
 GE0420'SET IN A DRILL HOLE IN AN 8 IN X 10 IN ROCK OUTCROP PROJECTING
 GE0420'6 INCHES.  IT IS 5 FEET SOUTHEAST OF THE FENCE AT THE EAST EDGE
 GE0420'OF A WOODS.
 GE0420'
 GE0420'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0419 ***********************************************************************
 GE0419  DESIGNATION -  DODD RM 2
 GE0419  PID         -  GE0419
 GE0419  STATE/COUNTY-  MO/RIPLEY
 GE0419  USGS QUAD   -  BARDLEY (1965)
 GE0419
 GE0419                         *CURRENT SURVEY CONTROL
 GE0419  ___________________________________________________________________
 GE0419* NAD 83(1986)-  36 40 31.     (N)    091 06 25.     (W)     SCALED    
 GE0419* NAVD 88     -       252.383  (meters)     828.03   (feet)  ADJUSTED  
 GE0419  ___________________________________________________________________
 GE0419  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GE0419  DYNAMIC HT  -         252.172 (meters)     827.33  (feet)  COMP
 GE0419  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 GE0419
 GE0419  VERT ORDER  -  SECOND    CLASS 0
 GE0419
 GE0419.The horizontal coordinates were scaled from a topographic map and have
 GE0419.an estimated accuracy of +/- 6 seconds.
 GE0419
 GE0419.The orthometric height was determined by differential leveling
 GE0419.and adjusted by the National Geodetic Survey in June 1991..
 GE0419
 GE0419.The geoid height was determined by GEOID03.
 GE0419
 GE0419.The dynamic height is computed by dividing the NAVD 88
 GE0419.geopotential number by the normal gravity value computed on the
 GE0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0419.degrees latitude (g = 980.6199 gals.).
 GE0419
 GE0419.The modeled gravity was interpolated from observed gravity values.
 GE0419
 GE0419;                    North         East    Units  Estimated Accuracy
 GE0419;SPC MO E     -    93,590.      195,750.      MT  (+/- 180 meters Scaled)
 GE0419
 GE0419                          SUPERSEDED SURVEY CONTROL
 GE0419
 GE0419  NGVD 29 (??/??/92)  252.279  (m)          827.69   (f) ADJ UNCH    2 0
 GE0419
 GE0419.Superseded values are not recommended for survey control.
 GE0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0419.See file dsdata.txt to determine how the superseded data were derived.
 GE0419
 GE0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA691605(NAD 83)
 GE0419_MARKER: DR = REFERENCE MARK DISK
 GE0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0419_STAMPING: DODD NO 2 1928
 GE0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0419+STABILITY: SURFACE MOTION
 GE0419
 GE0419  HISTORY     - Date     Condition        Report By
 GE0419  HISTORY     - 1928     MONUMENTED       CGS
 GE0419  HISTORY     - 1934     GOOD             NGS
 GE0419
 GE0419                          STATION DESCRIPTION
 GE0419
 GE0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0419'18.2 MI W FROM DONIPHAN.
 GE0419'18.2 MILES WEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER
 GE0419'CURRENT RIVER AT DONIPHAN, RIPLEY COUNTY, 1.1 MILES EAST OF THE
 GE0419'RIPLEY-OREGON COUNTY LINE, NEAR THE SUMMIT OF A HILL, 20.2 FEET
 GE0419'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET SOUTH OF THE
 GE0419'PROPERTY-LINE FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 GE0419'DODD NO 2 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0943 ***********************************************************************
 HC0943  DESIGNATION -  DOE
 HC0943  PID         -  HC0943
 HC0943  STATE/COUNTY-  MO/ST FRANCOIS
 HC0943  USGS QUAD   -  FARMINGTON (1982)
 HC0943
 HC0943                         *CURRENT SURVEY CONTROL
 HC0943  ___________________________________________________________________
 HC0943* NAD 83(1997)-  37 45 03.71056(N)    090 28 49.64688(W)     ADJUSTED  
 HC0943* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 HC0943  ___________________________________________________________________
 HC0943  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HC0943  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HC0943
 HC0943  HORZ ORDER  -  THIRD
 HC0943
 HC0943.The horizontal coordinates were established by classical geodetic methods
 HC0943.and adjusted by the National Geodetic Survey in February 2000..
 HC0943
 HC0943.The orthometric height was scaled from a topographic map.
 HC0943
 HC0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0943
 HC0943.The geoid height was determined by GEOID03.
 HC0943
 HC0943;                    North         East     Units Scale Factor Converg.
 HC0943;SPC MO E     -   212,800.123   251,722.141   MT  0.99993337   +0 00 43.1
 HC0943;UTM  15      - 4,181,181.067   721,972.949   MT  1.00020692   +1 32 35.4
 HC0943
 HC0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0943!SPC MO E     -   0.99995155  x   0.99993337  =   0.99988493
 HC0943!UTM  15      -   0.99995155  x   1.00020692  =   1.00015846
 HC0943
 HC0943|---------------------------------------------------------------------|
 HC0943| PID    Reference Object                     Distance      Geod. Az  |
 HC0943|                                                           dddmmss.s |
 HC0943| CI4289 DOE RM 2                             15.532 METERS 23239     |
 HC0943| CI4287 DOE AZ MK                                          2421118.7 |
 HC0943| CI4288 DOE RM 1                             13.996 METERS 35847     |
 HC0943|---------------------------------------------------------------------|
 HC0943
 HC0943                          SUPERSEDED SURVEY CONTROL
 HC0943
 HC0943  NAD 83(1997)-  37 45 03.71847(N)    090 28 49.64470(W) AD(       ) 3
 HC0943  NAD 83(1986)-  37 45 03.72317(N)    090 28 49.64419(W) AD(       ) 3
 HC0943  NAD 27      -  37 45 03.56900(N)    090 28 49.20600(W) AD(       ) 3
 HC0943
 HC0943.Superseded values are not recommended for survey control.
 HC0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0943.See file dsdata.txt to determine how the superseded data were derived.
 HC0943
 HC0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2197381181(NAD 83)
 HC0943_MARKER: DS = TRIANGULATION STATION DISK
 HC0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0943
 HC0943  HISTORY     - Date     Condition        Report By
 HC0943  HISTORY     - 1956     MONUMENTED       CGS
 HC0943
 HC0943                          STATION DESCRIPTION
 HC0943
 HC0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0943'STATION IS LOCATED, AIRLINE, ABOUT 4 MILES SOUTHWEST OF
 HC0943'FARMINGTON, 1 MILE EAST NORTHEAST OF THE VILLAGE OF DOE
 HC0943'RUN AND ON THE HIGHEST PART OF A TIMBERED HILL.
 HC0943'
 HC0943'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE IN
 HC0943'DOE RUN, GO NORTH ON THE MAIN HIGHWAY FOR 0.3 MILE, TURN
 HC0943'RIGHT ON A SURFACED ROAD AND GO 0.3 MILE TO A FORK, TURN
 HC0943'LEFT ALONG THE SOUTH SIDE OF A CEMETERY AND GO 0.2 MILE TO
 HC0943'THE END OF THE SURFACED ROAD, CONTINUE STRAIGHT AHEAD FOR
 HC0943'0.05 MILE, TURN LEFT UP THE RIDGE AND GO 0.5 MILE TO THE
 HC0943'STATION ON THE RIGHT.
 HC0943'
 HC0943'STATION MARK, STAMPED DOE 1956, IS A STANDARD DISK SET IN THE
 HC0943'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 HC0943'IT IS 34.0 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND
 HC0943'12.0 FEET WEST OF A WITNESS POST.
 HC0943'
 HC0943'REFERENCE MARK NUMBER 1, STAMPED DOE NO 1 1956, IS A STANDARD DISK
 HC0943'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 HC0943'6 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 HC0943'
 HC0943'REFERENCE MARK NUMBER 2, STAMPED DOE NO 2 1956, IS A STANDARD
 HC0943'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 HC0943'4 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS
 HC0943'16.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 HC0943'
 HC0943'AZIMUTH MARK, STAMPED DOE 1956, IS A STANDARD DISK CEMENTED
 HC0943'IN A DRILL HOLE IN THE CEMENT CURBING IN FRONT OF THE EAST
 HC0943'ENTRANCE OF THE DOE RUN PUBLIC SCHOOL.  TO REACH FROM THE U.S.
 HC0943'POST OFFICE IN DOE RUN, GO SOUTH ON THE MAIN HIGHWAY FOR
 HC0943'0.4 MILE, TURN RIGHT AND GO 0.1 MILE TO THE DOE RUN PUBLIC
 HC0943'SCHOOL AND THE AZIMUTH MARK.  IT IS 15.0 FEET EAST OF THE
 HC0943'FLAG POLE, 18 INCHES ABOVE THE ROADWAY AND ON THE NORTH SIDE
 HC0943'OF THE ENTRANCE TO THE SCHOOL.
 HC0943'
 HC0943'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0320 ***********************************************************************
 HC0320  DESIGNATION -  DOE RUN 24
 HC0320  PID         -  HC0320
 HC0320  STATE/COUNTY-  MO/ST FRANCOIS
 HC0320  USGS QUAD   -  FLAT RIVER (1982)
 HC0320
 HC0320                         *CURRENT SURVEY CONTROL
 HC0320  ___________________________________________________________________
 HC0320* NAD 83(1986)-  37 50 40.     (N)    090 31 37.     (W)     SCALED    
 HC0320* NAVD 88     -       234.761  (meters)     770.21   (feet)  ADJUSTED  
 HC0320  ___________________________________________________________________
 HC0320  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 HC0320  DYNAMIC HT  -         234.592 (meters)     769.66  (feet)  COMP
 HC0320  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 HC0320
 HC0320  VERT ORDER  -  SECOND    CLASS 0
 HC0320
 HC0320.The horizontal coordinates were scaled from a topographic map and have
 HC0320.an estimated accuracy of +/- 6 seconds.
 HC0320
 HC0320.The orthometric height was determined by differential leveling
 HC0320.and adjusted by the National Geodetic Survey in June 1991..
 HC0320
 HC0320.The geoid height was determined by GEOID03.
 HC0320
 HC0320.The dynamic height is computed by dividing the NAVD 88
 HC0320.geopotential number by the normal gravity value computed on the
 HC0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0320.degrees latitude (g = 980.6199 gals.).
 HC0320
 HC0320.The modeled gravity was interpolated from observed gravity values.
 HC0320
 HC0320;                    North         East    Units  Estimated Accuracy
 HC0320;SPC MO E     -   223,170.      247,630.      MT  (+/- 180 meters Scaled)
 HC0320
 HC0320                          SUPERSEDED SURVEY CONTROL
 HC0320
 HC0320  NGVD 29 (??/??/92)  234.823  (m)          770.42   (f) ADJ UNCH    2 0
 HC0320
 HC0320.Superseded values are not recommended for survey control.
 HC0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0320.See file dsdata.txt to determine how the superseded data were derived.
 HC0320
 HC0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB176914(NAD 83)
 HC0320_MARKER: DD = SURVEY DISK
 HC0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0320_SP_SET: SIDEWALK
 HC0320_STAMPING: DRL CO NO 24
 HC0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0320
 HC0320  HISTORY     - Date     Condition        Report By
 HC0320  HISTORY     - UNK      MONUMENTED       LOCENG
 HC0320  HISTORY     - 1951     GOOD             NGS
 HC0320
 HC0320                          STATION DESCRIPTION
 HC0320
 HC0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HC0320'AT ELVINS.
 HC0320'AT ELVINS, ST. FRANCOIS COUNTY, AT THE ADMINISTRATION BUILDING OF
 HC0320'THE RIVERMINES DIVISION OF THE ST. JOSEPH LEAD CO., IN FRONT OF
 HC0320'THE OFFICE BUILDING, 14 FEET EAST OF THE MAIN ENTRANCE, AND IN
 HC0320'THE TOP OF THE SIDEWALK.  THE TOP OF THE MOST SOUTH ONE OF THREE
 HC0320'RIVETS, SET IN THE TOP OF A BRASS PLATE FLUSH WITH THE SIDEWALK
 HC0320'AND STAMPED DRL CO NO 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1435 ***********************************************************************
 JC1435  DESIGNATION -  DOERMANN HILL
 JC1435  PID         -  JC1435
 JC1435  STATE/COUNTY-  MO/GASCONADE
 JC1435  USGS QUAD   -  SWISS (1973)
 JC1435
 JC1435                         *CURRENT SURVEY CONTROL
 JC1435  ___________________________________________________________________
 JC1435* NAD 83(1997)-  38 30 19.52480(N)    091 27 56.54351(W)     ADJUSTED  
 JC1435* NAVD 88     -       294.9    (meters)     968.     (feet)  VERTCON   
 JC1435  ___________________________________________________________________
 JC1435  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 JC1435  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JC1435
 JC1435  HORZ ORDER  -  SECOND
 JC1435
 JC1435.The horizontal coordinates were established by classical geodetic methods
 JC1435.and adjusted by the National Geodetic Survey in February 2000..
 JC1435
 JC1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1435
 JC1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1435
 JC1435.The geoid height was determined by GEOID03.
 JC1435
 JC1435;                    North         East     Units Scale Factor Converg.
 JC1435;SPC MO E     -   296,973.105   165,769.775   MT  1.00002067   -0 36 04.6
 JC1435;UTM  15      - 4,263,010.577   633,780.727   MT  0.99982040   +0 57 19.4
 JC1435
 JC1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1435!SPC MO E     -   0.99995865  x   1.00002067  =   0.99997932
 JC1435!UTM  15      -   0.99995865  x   0.99982040  =   0.99977906
 JC1435
 JC1435                          SUPERSEDED SURVEY CONTROL
 JC1435
 JC1435  NAD 83(1997)-  38 30 19.53487(N)    091 27 56.54857(W) AD(       ) 2
 JC1435  NAD 83(1986)-  38 30 19.54232(N)    091 27 56.54673(W) AD(       ) 2
 JC1435  NAD 27      -  38 30 19.36900(N)    091 27 55.97000(W) AD(       ) 2
 JC1435  NGVD 29 (07/19/86)  294.9    (m)          968.     (f) VERT ANG       
 JC1435
 JC1435.Superseded values are not recommended for survey control.
 JC1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1435.See file dsdata.txt to determine how the superseded data were derived.
 JC1435
 JC1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC3378163011(NAD 83)
 JC1435_MARKER: V = STONE MONUMENT
 JC1435_SETTING: 0 = UNSPECIFIED SETTING
 JC1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1435
 JC1435  HISTORY     - Date     Condition        Report By
 JC1435  HISTORY     - 1878     MONUMENTED       CGS
 JC1435
 JC1435                          STATION DESCRIPTION
 JC1435
 JC1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (FDG)
 JC1435'TWO MILES NORTH OF DRAKE, ONE-FOURTH MILE SOUTH OF DOERMANNS HOUSE
 JC1435'ON WEST SIDE OF THE IRON ROAD, AND ABOUT 200 YARDS NORTH OF WHERE
 JC1435'MILLERS LANDING ROAD BRANCHES FROM IRON ROAD.  MARKED BY STONE
 JC1435'POST 3 FEET LONG, DRESSED TO 6 INCHES SQUARE AT TOP, PROJECTING
 JC1435'ABOUT 3 INCHES ABOVE SURFACE, AND INSCRIBED WITH CROSS AND
 JC1435'LETTERS U.S.C.S.  STONE AT SOUTHEAST CORNER OF SEC. 33, T. 43 N.,
 JC1435'R. 5 W., IS 1,193 FEET N. 59 DEG E. (MAGNETIC) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1283 ***********************************************************************
 HD1283  FBN         -  This is a Federal Base Network Control Station.
 HD1283  DESIGNATION -  DON
 HD1283  PID         -  HD1283
 HD1283  STATE/COUNTY-  MO/GREENE
 HD1283  USGS QUAD   -  SPRINGFIELD (1975)
 HD1283
 HD1283                         *CURRENT SURVEY CONTROL
 HD1283  ___________________________________________________________________
 HD1283* NAD 83(1997)-  37 10 56.85366(N)    093 21 30.11439(W)     ADJUSTED  
 HD1283* NAVD 88     -       383.042  (meters)    1256.70   (feet)  ADJUSTED  
 HD1283  ___________________________________________________________________
 HD1283  X           -    -298,063.671 (meters)                     COMP
 HD1283  Y           -  -5,079,325.064 (meters)                     COMP
 HD1283  Z           -   3,833,759.309 (meters)                     COMP
 HD1283  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 HD1283  ELLIP HEIGHT-         353.82  (meters)          (02/11/04) GPS OBS
 HD1283  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HD1283  DYNAMIC HT  -         382.732 (meters)    1255.68  (feet)  COMP
 HD1283  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 HD1283
 HD1283  HORZ ORDER  -  A
 HD1283  VERT ORDER  -  FIRST     CLASS II
 HD1283  ELLP ORDER  -  FOURTH    CLASS I
 HD1283
 HD1283.The horizontal coordinates were established by GPS observations
 HD1283.and adjusted by the National Geodetic Survey in February 2004..
 HD1283
 HD1283.The orthometric height was determined by differential leveling
 HD1283.and adjusted by the National Geodetic Survey in June 1991..
 HD1283
 HD1283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1283
 HD1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1283
 HD1283.The ellipsoidal height was determined by GPS observations
 HD1283.and is referenced to NAD 83.
 HD1283
 HD1283.The geoid height was determined by GEOID03.
 HD1283
 HD1283.The dynamic height is computed by dividing the NAVD 88
 HD1283.geopotential number by the normal gravity value computed on the
 HD1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1283.degrees latitude (g = 980.6199 gals.).
 HD1283
 HD1283.The modeled gravity was interpolated from observed gravity values.
 HD1283
 HD1283;                    North         East     Units Scale Factor Converg.
 HD1283;SPC MO C     -   150,045.505   423,782.744   MT  1.00000487   -0 31 07.6
 HD1283;UTM  15      - 4,115,173.612   468,190.377   MT  0.99961246   -0 12 59.7
 HD1283
 HD1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1283!SPC MO C     -   0.99994448  x   1.00000487  =   0.99994935
 HD1283!UTM  15      -   0.99994448  x   0.99961246  =   0.99955696
 HD1283
 HD1283:                Primary Azimuth Mark                     Grid Az
 HD1283:SPC MO C     -  SPRINGFIELD RADIO KAA 243 TWR            083 35 32.8
 HD1283:UTM  15      -  SPRINGFIELD RADIO KAA 243 TWR            083 17 24.9
 HD1283
 HD1283|---------------------------------------------------------------------|
 HD1283| PID    Reference Object                     Distance      Geod. Az  |
 HD1283|                                                           dddmmss.s |
 HD1283| HD1298 SPRINGFIELD RADIO KAA 243 TWR       APPROX. 1.4 KM 0830425.2 |
 HD1283| HD1291 SPRINGFIELD RADIO KKG 210 TWR       APPROX. 2.9 KM 1454119.9 |
 HD1283| HD1506 DON AZ MK                                          2383145.5 |
 HD1283| CN6762 DON RM 1                             21.149 METERS 24808     |
 HD1283| CN6763 DON RM 2                             44.116 METERS 33413     |
 HD1283|---------------------------------------------------------------------|
 HD1283
 HD1283                          SUPERSEDED SURVEY CONTROL
 HD1283
 HD1283  NAD 83(1997)-  37 10 56.85372(N)    093 21 30.11575(W) AD(       ) 1
 HD1283  NAD 83(1997)-  37 10 56.85377(N)    093 21 30.11572(W) AD(       ) 1
 HD1283  NAD 83(1986)-  37 10 56.86632(N)    093 21 30.11631(W) AD(       ) 1
 HD1283  NAD 83(1997)-  37 10 56.86506(N)    093 21 30.11441(W) AD(       ) 3
 HD1283  NAD 83(1986)-  37 10 56.86569(N)    093 21 30.11407(W) AD(       ) 3
 HD1283  NAD 27      -  37 10 56.68100(N)    093 21 29.41950(W) AD(       ) 3
 HD1283  NAVD 88 (03/04/97)  383.04   (m)         1256.7    (f) LEVELING    3  
 HD1283  NGVD 29 (10/05/93)  382.891  (m)         1256.20   (f) ADJUSTED    1 2
 HD1283
 HD1283.Superseded values are not recommended for survey control.
 HD1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1283.See file dsdata.txt to determine how the superseded data were derived.
 HD1283
 HD1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6819015174(NAD 83)
 HD1283_MARKER: DS = TRIANGULATION STATION DISK
 HD1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1283_SP_SET: CONCRETE POST
 HD1283_STAMPING: DON 1960
 HD1283_MARK LOGO: CGS   
 HD1283_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1283+STABILITY: SURFACE MOTION
 HD1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1283+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 HD1283
 HD1283  HISTORY     - Date     Condition        Report By
 HD1283  HISTORY     - 1960     MONUMENTED       CGS
 HD1283  HISTORY     - 1960     GOOD             CGS
 HD1283  HISTORY     - 19891019 GOOD             NGS
 HD1283  HISTORY     - 1991     GOOD             USPSQD
 HD1283  HISTORY     - 19960823 GOOD             MODNR
 HD1283  HISTORY     - 19990715 GOOD             NGS
 HD1283  HISTORY     - 20030709 GOOD             MODNR
 HD1283  HISTORY     - 20030724 GOOD             MODNR
 HD1283
 HD1283                          STATION DESCRIPTION
 HD1283
 HD1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1283'THE STATION IS ABOUT 2 MILES SOUTHWEST OF THE CENTRAL PART
 HD1283'OF SPRINGFIELD, ON THE NORTH ROAD RIGHT-OF-WAY OF U.S. HIGHWAY 60
 HD1283'AND 166, IN THE NORTHEAST QUARTER OF SECTION 32, T. 29 N., R 22
 HD1283'W..
 HD1283'
 HD1283'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13,
 HD1283'U.S. HIGHWAY 60, 166 AND TRUCK ROUTE 166 WHICH IS AT THE
 HD1283'SOUTHWEST CITY LIMITS OF SPRINGFIELD, GO WESTERLY ON HIGHWAYS
 HD1283'13, 60 AND 166 FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 HD1283'
 HD1283'STATION MARKS ARE STANDARD DISKS STAMPED DON 1960.  THE
 HD1283'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HD1283'SURFACE OF THE GROUND.  IT IS 139 FEET SOUTHWEST OF THE
 HD1283'SOUTHWEST CORNER OF THE D D CAFE, 76 FEET SOUTHEAST OF THE
 HD1283'SOUTHEAST CORNER OF A STUCCO BUILDING, AND 56 FEET NORTH
 HD1283'OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE.  THE
 HD1283'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 HD1283'INCHES BELOW THE SURFACE OF THE GROUND.
 HD1283'
 HD1283'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DON NO 1 1960,
 HD1283'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HD1283'THE GROUND.  IT IS 53 FEET NORTH OF THE CENTER LINE OFTHE WEST
 HD1283'BOUND TRAFFIC LANE, 54 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 HD1283'STUCCO BUILDING, 27 FEET NORTHWEST OF THE WEST END OF A
 HD1283'CULVERT AND 3 FEET SOUTH OF A POWER POLE.
 HD1283'
 HD1283'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DON NO 2 1960,
 HD1283'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HD1283'GROUND.  IT IS 90 FEET NORTH OF THE NORTHEAST CORNER OF THE
 HD1283'STUCCO BUILDING, 80 FEET SOUTH OF THE CENTER OF A BLACK
 HD1283'TOP ROAD, 75 FEET WEST OF THE SOUTHWEST CORNER OF A WOOD
 HD1283'FRAME HOUSE AND 2 FEET EAST OF A POWER POLE.
 HD1283'
 HD1283'AZIMUTH MARK, A STANDARD DISK STAMPED DON 1960, IS SET IN A
 HD1283'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 215 FEET
 HD1283'NORTHEAST OF THE CENTER OF A DRIVEWAY ENTRANCE AT 4 BRICK
 HD1283'PILLARS, 172 FEET SOUTHWEST OF A BRICK PILLAR, 64 FEET NORTHWEST
 HD1283'OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE, 1.7 FEET
 HD1283'NORTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTHEAST OF A
 HD1283'POWER POLE.
 HD1283'
 HD1283'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 HD1283'HIGHWAYS 13, 60 AND 166 FOR 1.0 MILE TO THE MARK ON THE RIGHT.
 HD1283'
 HD1283'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HD1283
 HD1283                          STATION RECOVERY (1960)
 HD1283
 HD1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HD1283'RECOVERED IN GOOD CONDITION.
 HD1283
 HD1283                          STATION RECOVERY (1989)
 HD1283
 HD1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD1283'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.7 KM
 HD1283'(0.45 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 HD1283'HIGHWAY 160 IN WEST SPRINGFIELD, 0.6 KM (0.35 MI) NORTHEAST OF THE
 HD1283'INTERSECTION OF COUNTY ROAD FF, 25.0 M (82.0 FT) WEST OF THE CENTER
 HD1283'OF A PAVED DRIVEWAY, 22.6 M (74.1 FT) SOUTH OF THE SOUTHWEST CORNER
 HD1283'OF A METAL BUILDING, 21.2 M (69.6 FT) EAST OF REFERENCE MARK 1, 16.9
 HD1283'M (55.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 HD1283'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND IN TOP OF A
 HD1283'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 HD1283
 HD1283                          STATION RECOVERY (1991)
 HD1283
 HD1283'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDM)
 HD1283'RECOVERED IN GOOD CONDITION.
 HD1283
 HD1283                          STATION RECOVERY (1996)
 HD1283
 HD1283'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 HD1283'THE STATION WAS FOUND IN GOOD CONDITION. THE STATION IS LOCATED
 HD1283'SOUTHWEST OF SPRINGFIELD ON THE NORTH RIGHT-OF-WAY OF U.S.  HIGHWAY
 HD1283'60, 1.0 MI (1.6 KM) WEST OF THE SPRINGFIELD CITY LIMITS IN THE
 HD1283'NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 29 NORTH, RANGE 22 WEST.
 HD1283'THE STATION MARK IS A STANDARD CGS HORIZONTAL CONTROL DISK SET FLUSH
 HD1283'WITH THE GROUND SURFACE IN A SQUARE CONCRETE POST.  THE STATION IS
 HD1283'55.7 FT (17.0 M) NORTHWEST OF THE CENTERLINE OF WEST BOUND U.S.
 HD1283'HIGHWAY 60, 69.39 FT (21.15 M) NORTHEAST OF A BRASS CAP STAMPED -DON
 HD1283'NO 1 1960- SET IN A CONCRETE POST, 144.73 FT (44.11 M) SOUTH SOUTH
 HD1283'EAST OF A BRASS CAP STAMPED -DON NO 2 1960-, 68.32 FT (20.82 M)
 HD1283'NORTHEAST OF A NAIL AND SHINER IN A POWER POLE, 88.5 FT (27.0 M)
 HD1283'NORTHEAST OF A DRIVEWAY AND 64.0 FT (19.5 M) SOUTHWEST OF A DRIVEWAY,
 HD1283'AND 1.3 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST. THE AZIMUTH IS A
 HD1283'DNR ALUMINUM GRS DISK SET IN A DRILL HOLE AND STAMPED -DON NO 2 1990-.
 HD1283'IT IS 52.0 FT (15.8 M) NORTHWEST OF THE CENTERLINE OF WEST BOUND U.S.
 HD1283'HIGHWAY 60, 141.1 FT (43.0 M) SOUTHWEST OF A DRIVEWAY, 19.92 FT (6.07
 HD1283'M) NORTHWEST OF A STANDARD BENCHMARK DISK STAMPED -A 344 1989-, 56.83
 HD1283'FT (17.32 M) SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE, AND 21.9
 HD1283'FT (6.7 M) SOUTHEAST OF A CARSONITE SIGN POST. TO REACH THE STATION
 HD1283'FROM THE INTERSECTION OF U.S.  HIGHWAYS 60 AND 160 SOUTHWEST OF
 HD1283'SPRINGFIELD, GO WEST ON HIGHWAY 60 0.4 MI (0.6 KM) TO THE STATION ON
 HD1283'THE RIGHT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 HD1283'CONTINUE WEST ON HIGHWAY 60 FOR 1.0 MI (1.6 KM) TO THE MARK ON THE
 HD1283'RIGHT. THE 1990 AZIMUTH MARK WAS SET BECAUSE THE 1960 MARK WAS NO
 HD1283'LONGER VISABLE FROM THE STATION DUE TO A LARGE TREE. DATE OF REPORT
 HD1283'08-23-1996
 HD1283
 HD1283                          STATION RECOVERY (1999)
 HD1283
 HD1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 HD1283'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE CD DESCRIPTION
 HD1283'STATES THAT IT IS A HORIZONTAL CONTROL DISK.  IT IS ACTUALLY A
 HD1283'TRIANGULATION DISK.
 HD1283
 HD1283                          STATION RECOVERY (2003)
 HD1283
 HD1283'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 HD1283'RECOVERED IN GOOD CONDITION.
 HD1283
 HD1283                          STATION RECOVERY (2003)
 HD1283
 HD1283'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (DLB)
 HD1283'RECOVERED BY CITY OF SPRINGFIELD PUBLIC WORKS, ENGINEERING DEPT.,  AS
 HD1283'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1506 ***********************************************************************
 HD1506  DESIGNATION -  DON AZ MK
 HD1506  PID         -  HD1506
 HD1506  STATE/COUNTY-  MO/GREENE
 HD1506  USGS QUAD   -  SPRINGFIELD (1975)
 HD1506
 HD1506                         *CURRENT SURVEY CONTROL
 HD1506  ___________________________________________________________________
 HD1506* NAD 83(1986)-  37 10 30.     (N)    093 22 25.     (W)     SCALED    
 HD1506* NAVD 88     -       375.015  (meters)    1230.36   (feet)  ADJUSTED  
 HD1506  ___________________________________________________________________
 HD1506  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HD1506  DYNAMIC HT  -         374.710 (meters)    1229.36  (feet)  COMP
 HD1506  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 HD1506
 HD1506  VERT ORDER  -  FIRST     CLASS II
 HD1506
 HD1506.The horizontal coordinates were scaled from a topographic map and have
 HD1506.an estimated accuracy of +/- 6 seconds.
 HD1506
 HD1506.The orthometric height was determined by differential leveling
 HD1506.and adjusted by the National Geodetic Survey in June 1991..
 HD1506
 HD1506.The geoid height was determined by GEOID03.
 HD1506
 HD1506.The dynamic height is computed by dividing the NAVD 88
 HD1506.geopotential number by the normal gravity value computed on the
 HD1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1506.degrees latitude (g = 980.6199 gals.).
 HD1506
 HD1506.The modeled gravity was interpolated from observed gravity values.
 HD1506
 HD1506;                    North         East    Units  Estimated Accuracy
 HD1506;SPC MO C     -   149,230.      422,420.      MT  (+/- 180 meters Scaled)
 HD1506
 HD1506                          SUPERSEDED SURVEY CONTROL
 HD1506
 HD1506  NGVD 29 (10/05/93)  374.863  (m)         1229.86   (f) ADJUSTED    1 2
 HD1506
 HD1506.Superseded values are not recommended for survey control.
 HD1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1506.See file dsdata.txt to determine how the superseded data were derived.
 HD1506
 HD1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB668143(NAD 83)
 HD1506_MARKER: DZ = AZIMUTH MARK DISK
 HD1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1506_SP_SET: CONCRETE POST
 HD1506_STAMPING: DON 1960
 HD1506_MARK LOGO: CGS   
 HD1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1506+STABILITY: SURFACE MOTION
 HD1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1506+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1989
 HD1506
 HD1506  HISTORY     - Date     Condition        Report By
 HD1506  HISTORY     - 1960     MONUMENTED       CGS
 HD1506  HISTORY     - 19891018 GOOD             NGS
 HD1506
 HD1506                          STATION DESCRIPTION
 HD1506
 HD1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1506'2.4 KM (1.50 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1506'WITH U.S. HIGHWAY 160 IN WEST SPRINGFIELD, 0.4 KM (0.25 MI)
 HD1506'SOUTHWEST OF A HIGHWAY BRIDGE SPANNING WILSON CREEK, 65.6 M (215.2
 HD1506'FT) NORTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY LEADING NORTHWEST,
 HD1506'52.7 M (172.9 FT) SOUTHWEST OF A BRICK FENCE CORNER POST, 0.8 M (2.6
 HD1506'FT) NORTHEAST OF A METAL WITNESS POST, 0.3 M (1.0 FT) SOUTHEAST OF A
 HD1506'UTILITY POLE AND FENCE, AND IN TOP OF A CONCRETE MONUMENT THAT
 HD1506'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1092 ***********************************************************************
 GE1092  DESIGNATION -  DONIPHAN
 GE1092  PID         -  GE1092
 GE1092  STATE/COUNTY-  MO/RIPLEY
 GE1092  USGS QUAD   -  DONIPHAN NORTH (1997)
 GE1092
 GE1092                         *CURRENT SURVEY CONTROL
 GE1092  ___________________________________________________________________
 GE1092* NAD 83(1997)-  36 37 36.54746(N)    090 49 23.14726(W)     ADJUSTED  
 GE1092* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 GE1092  ___________________________________________________________________
 GE1092  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 GE1092  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GE1092
 GE1092  HORZ ORDER  -  THIRD
 GE1092
 GE1092.The horizontal coordinates were established by classical geodetic methods
 GE1092.and adjusted by the National Geodetic Survey in February 2000..
 GE1092
 GE1092.The orthometric height was scaled from a topographic map.
 GE1092
 GE1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1092
 GE1092.The geoid height was determined by GEOID03.
 GE1092
 GE1092;                    North         East     Units Scale Factor Converg.
 GE1092;SPC MO E     -    88,090.481   221,102.590   MT  0.99994362   -0 11 33.9
 GE1092;UTM  15      - 4,055,682.154   694,648.393   MT  1.00006680   +1 17 56.9
 GE1092
 GE1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1092!SPC MO E     -   0.99998543  x   0.99994362  =   0.99992905
 GE1092!UTM  15      -   0.99998543  x   1.00006680  =   1.00005223
 GE1092
 GE1092|---------------------------------------------------------------------|
 GE1092| PID    Reference Object                     Distance      Geod. Az  |
 GE1092|                                                           dddmmss.s |
 GE1092| GE1093 DONIPHAN MUNICIPAL TANK              69.722 METERS 00120     |
 GE1092| CI4296 DONIPHAN RM 1                        19.470 METERS 03246     |
 GE1092| GE1091 PHAN                                APPROX. 3.7 KM 0425654.2 |
 GE1092| CI4297 DONIPHAN RM 2                        17.950 METERS 28312     |
 GE1092| CI4295 DONIPHAN AZ MK                                     3124447.1 |
 GE1092|---------------------------------------------------------------------|
 GE1092
 GE1092                          SUPERSEDED SURVEY CONTROL
 GE1092
 GE1092  NAD 83(1997)-  36 37 36.54984(N)    090 49 23.14587(W) AD(       ) 3
 GE1092  NAD 83(1986)-  36 37 36.55494(N)    090 49 23.14639(W) AD(       ) 3
 GE1092  NAD 27      -  36 37 36.34580(N)    090 49 22.70810(W) AD(       ) 3
 GE1092
 GE1092.Superseded values are not recommended for survey control.
 GE1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1092.See file dsdata.txt to determine how the superseded data were derived.
 GE1092
 GE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9464855682(NAD 83)
 GE1092_MARKER: DS = TRIANGULATION STATION DISK
 GE1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1092+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 GE1092
 GE1092  HISTORY     - Date     Condition        Report By
 GE1092  HISTORY     - 1957     MONUMENTED       CGS
 GE1092  HISTORY     - 1966     GOOD             CGS
 GE1092  HISTORY     - 20040517 GOOD             USACE
 GE1092
 GE1092                          STATION DESCRIPTION
 GE1092
 GE1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1092'THE STATION IS IN THE NORTH PART OF DONIPHAN, ON A PARTIALLY
 GE1092'WOODED HILL OCCUPIED BY THE UNITED STATES FOREST SERVICE AND IN
 GE1092'SECTION 23, T 23 N, R 2 E.
 GE1092'
 GE1092'STATION MARKS ARE STANDARD DISKS STAMPED DONIPHAN 1957.  THE
 GE1092'SURFACE MARK IS SET IN THE TOP OF A 12-INCH, ROUND CONCRETE POST
 GE1092'THAT IS FLUSH WITH THE GROUND.  IT IS 103 FEET SOUTHEAST OF THE
 GE1092'SOUTHEAST CORNER OF THE RANGERS HOUSE AND 42 FEET NORTHWEST OF
 GE1092'THE NORTHWEST CORNER OF THE OFFICE BUILDING.  THE UNDERGROUND
 GE1092'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 GE1092'THE SURFACE OF THE GROUND.  NO WITNESS POST WAS SET AT THE
 GE1092'STATION.
 GE1092'
 GE1092'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DONIPHAN NO 1 1956,
 GE1092'SET IN THE TOP OF A 12-INCH ROUND, CONCRETE POST THAT IS FLUSH
 GE1092'WITH THE SURFACE OF THE GROUND.  IT IS 67 FEET EAST-SOUTHEAST
 GE1092'OF THE SOUTHEAST CORNER OF THE HOUSE, 51 FEET WEST OF THE
 GE1092'SOUTHWEST CORNER OF A GARAGE AND 34 FEET WEST OF THE CENTER
 GE1092'OF A GRAVELED DRIVEWAY.
 GE1092'
 GE1092'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DONIPHAN NO 2 1957,
 GE1092'SET IN THE TOP OF A 12-INCH, ROUND CONCRETE POST THAT IS FLUSH
 GE1092'WITH THE SURFACE OF THE GROUND.  IT IS 92 FEET SOUTH OF THE
 GE1092'SOUTHWEST CORNER OF THE HOUSE AND 4 FEET EAST OF A FLAGSTONE
 GE1092'WALK AND ABOUT 4 FEET LOWER THAN THE STATION.
 GE1092'
 GE1092'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DONIPHAN 1957, SET IN
 GE1092'THE TOP OF A 12-INCH, ROUND CONCRETE POST THAT PROJECTS 4
 GE1092'INCHES.  IT IS 204 FEET NORTHWEST OF THE JUNCTION OF U.S.
 GE1092'HIGHWAY 160 AND COUNTY ROAD Y, 72.5 FEET NORTHEAST OF THE
 GE1092'NORTHEAST CORNER OF A HOUSE, 72 FEET NORTH OF THE CENTER OF
 GE1092'HIGHWAY 160, 39 FEET NORTH OF THE CENTER OF A GRAVELED ENTRANCE
 GE1092'DRIVE, 13 FEET SOUTH OF A FENCE, AND 2 FEET EAST OF A TELEPHONE
 GE1092'POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET
 GE1092'NORTHEAST OF THE MARK.
 GE1092'
 GE1092'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GE1092
 GE1092                          STATION RECOVERY (1966)
 GE1092
 GE1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 GE1092'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 GE1092'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GE1092'DESTROYED BY CONSTRUCTION.  THE DISK WAS SENT TO THE OFFICE.  NO
 GE1092'OBJECTS VISIBLE TO SET A NEW AZIMUTH MARK.
 GE1092'
 GE1092'STATION MARK IS 19 FEET NORTH OF THE NORTH EDGE OF SIDEWALK LOADING
 GE1092'TO THE BACK DOOR OF THE RANGERS NEW HOUSE, 14 FEET EAST-SOUTHEAST OF
 GE1092'THE NORTHEAST CORNER OF THE HOUSE, 6.5 FEET EAST OF THE EAST EDGE
 GE1092'OF A SIDEWALK.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 GE1092'
 GE1092'REFERENCE MARK NO. 1 IS 58.89 FEET NORTHEAST OF STATION INSTEAD
 GE1092'OF 63.88 FEET, 67 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 GE1092'RANGERS OFFICE, 51 FEET WEST OF THE SOUTHWEST CORNER OF A GARAGE,
 GE1092'AND PROJECTS 2 INCHES.
 GE1092'
 GE1092'REFERENCE MARK NO. 2 IS 63.88 FEET WEST OF STATION INSTEAD OF 58.89
 GE1092'FEET, 92 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE RANGERS
 GE1092'OFFICE, 25 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 GE1092'NEW HOUSE, AND IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 GE1092
 GE1092                          STATION RECOVERY (2004)
 GE1092
 GE1092'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GE1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1093 ***********************************************************************
 GE1093  DESIGNATION -  DONIPHAN MUNICIPAL TANK
 GE1093  PID         -  GE1093
 GE1093  STATE/COUNTY-  MO/RIPLEY
 GE1093  USGS QUAD   -  DONIPHAN NORTH (1997)
 GE1093
 GE1093                         *CURRENT SURVEY CONTROL
 GE1093  ___________________________________________________________________
 GE1093* NAD 83(1997)-  36 37 38.80871(N)    090 49 23.08210(W)     ADJUSTED  
 GE1093* NAVD 88     -                                                        
 GE1093  ___________________________________________________________________
 GE1093  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GE1093  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GE1093
 GE1093  HORZ ORDER  -  THIRD
 GE1093
 GE1093.The horizontal coordinates were established by classical geodetic methods
 GE1093.and adjusted by the National Geodetic Survey in February 2000..
 GE1093
 GE1093
 GE1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1093
 GE1093.The geoid height was determined by GEOID03.
 GE1093
 GE1093;                    North         East     Units Scale Factor Converg.
 GE1093;SPC MO E     -    88,160.175   221,104.443   MT  0.99994362   -0 11 33.9
 GE1093;UTM  15      - 4,055,751.881   694,648.432   MT  1.00006680   +1 17 57.0
 GE1093
 GE1093                          SUPERSEDED SURVEY CONTROL
 GE1093
 GE1093  NAD 83(1997)-  36 37 38.81110(N)    090 49 23.08068(W) AD(       ) 4
 GE1093  NAD 83(1986)-  36 37 38.81620(N)    090 49 23.08170(W) AD(       ) 4
 GE1093  NAD 27      -  36 37 38.60700(N)    090 49 22.64200(W) AD(       ) 3
 GE1093
 GE1093.Superseded values are not recommended for survey control.
 GE1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1093.See file dsdata.txt to determine how the superseded data were derived.
 GE1093
 GE1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9464855752(NAD 83)
 GE1093_MARKER: 53 = ELEVATED TANK
 GE1093
 GE1093  HISTORY     - Date     Condition        Report By
 GE1093  HISTORY     - 1956     FIRST OBSERVED   CGS
 GE1093
 GE1093                          STATION DESCRIPTION
 GE1093
 GE1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE1093'THE STATION IS LOCATED IN THE NORTHEAST PART OF DONIPHAN, ON
 GE1093'A PROMINENT WOODED HILL OCCUPIED BY THE UNITED STATES FOREST
 GE1093'SERVICE.  IT IS AN ELEVATED TANK SUPPORTED BY FOUR STRUCTURAL
 GE1093'STEEL LEGS.  IT IS ABOUT 70 FEET HIGH AND THE POINT OBSERVED
 GE1093'ON WAS THE CENTER OF THE TANK.  A TRAVERSE CONNECTION WAS MADE
 GE1093'FROM TRIANGULATION STATION DONIPHAN AND THE DISTANCE WAS FOUND
 GE1093'TO BE 228.75 FEET OR 69.273 METERS.  THE DISTANCE WAS MEASURED
 GE1093'WITH A 300 FOOT STEEL TAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0645 ***********************************************************************
 GF0645  DESIGNATION -  DORA
 GF0645  PID         -  GF0645
 GF0645  STATE/COUNTY-  MO/OZARK
 GF0645  USGS QUAD   -  CUREALL NW (1968)
 GF0645
 GF0645                         *CURRENT SURVEY CONTROL
 GF0645  ___________________________________________________________________
 GF0645* NAD 83(1997)-  36 44 21.21148(N)    092 13 34.56187(W)     ADJUSTED  
 GF0645* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 GF0645  ___________________________________________________________________
 GF0645  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GF0645  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GF0645
 GF0645  HORZ ORDER  -  SECOND
 GF0645
 GF0645.The horizontal coordinates were established by classical geodetic methods
 GF0645.and adjusted by the National Geodetic Survey in February 2000..
 GF0645
 GF0645.The orthometric height was scaled from a topographic map.
 GF0645
 GF0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0645
 GF0645.The geoid height was determined by GEOID03.
 GF0645
 GF0645;                    North         East     Units Scale Factor Converg.
 GF0645;SPC MO C     -   100,549.932   524,446.767   MT  0.99994069   +0 09 49.5
 GF0645;UTM  15      - 4,066,223.447   569,078.693   MT  0.99965879   +0 27 46.2
 GF0645
 GF0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0645!SPC MO C     -   0.99995445  x   0.99994069  =   0.99989515
 GF0645!UTM  15      -   0.99995445  x   0.99965879  =   0.99961326
 GF0645
 GF0645:                Primary Azimuth Mark                     Grid Az
 GF0645:SPC MO C     -  DORA AZ MK                               039 53 19.2
 GF0645:UTM  15      -  DORA AZ MK                               039 35 22.5
 GF0645
 GF0645|---------------------------------------------------------------------|
 GF0645| PID    Reference Object                     Distance      Geod. Az  |
 GF0645|                                                           dddmmss.s |
 GF0645| CI0764 DORA AZ MK                                         0400308.7 |
 GF0645| CI0765 DORA RM 1                            21.442 METERS 21403     |
 GF0645| CI0766 DORA RM 2                            21.763 METERS 28748     |
 GF0645|---------------------------------------------------------------------|
 GF0645
 GF0645                          SUPERSEDED SURVEY CONTROL
 GF0645
 GF0645  NAD 83(1997)-  36 44 21.21577(N)    092 13 34.56282(W) AD(       ) 2
 GF0645  NAD 83(1986)-  36 44 21.22114(N)    092 13 34.56134(W) AD(       ) 2
 GF0645  NAD 27      -  36 44 21.00500(N)    092 13 33.99200(W) AD(       ) 2
 GF0645
 GF0645.Superseded values are not recommended for survey control.
 GF0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0645.See file dsdata.txt to determine how the superseded data were derived.
 GF0645
 GF0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6907966223(NAD 83)
 GF0645_MARKER: DS = TRIANGULATION STATION DISK
 GF0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0645
 GF0645  HISTORY     - Date     Condition        Report By
 GF0645  HISTORY     - 1953     MONUMENTED       CGS
 GF0645
 GF0645                          STATION DESCRIPTION
 GF0645
 GF0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0645'THE STATION IS IN THE SOUTHEAST 1/4 SEC. 24, T 24 N, R 12 W, ON A
 GF0645'HIGH TIMBERED HILL, ABOUT 2.5 MILES SOUTH OF THE SMALL VILLAGE
 GF0645'OF DORA, 31 FEET SOUTHEAST OF AN 18-INCH TRIANGULAR-BLAZED OAK
 GF0645'TREE, 6 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST AND ON
 GF0645'LAND OWNED BY MR. LESTER HAMBELTON.
 GF0645'
 GF0645'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80
 GF0645'AND 101 IN CAULFIELD, GO WESTERLY ON STATE HIGHWAY 80 FOR 4.4
 GF0645'MILES TO A GRAVEL ROAD ON THE RIGHT AND SIGN DORA 15, TURN
 GF0645'RIGHT AND FOLLOW COUNTY ROUTE H (GRAVELED) NORTHEASTERLY AND
 GF0645'NORTHERLY FOR 12.35 MILES TO A CROSSROAD AT THE SHANNON STORE IN
 GF0645'THE NORTHEAST ANGLE OF THE INTERSECTION, CONTINUE NORTH ON THE
 GF0645'MAIN ROAD FOR 0.5 MILE TO A HOUSE ON THE RIGHT AND A TRACK ROAD
 GF0645'ON THE LEFT.  (THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE POINT
 GF0645'AND ON THE LEFT SIDE OF THE ROAD) TURN LEFT (WEST) AND FOLLOW
 GF0645'THE TRACK ROAD FOR 0.25 MILE TO A T-ROAD IN THE MIDDLE OF A
 GF0645'SMALL OPEN FIELD, TURN RIGHT (NORTH) AND FOLLOW TRACK ROAD
 GF0645'FOR 0.1 MILE, TURN RIGHT (EAST) AND FOLLOW DIM TRACK ROAD
 GF0645'FOR 0.05 MILE TO A SMALL OPEN AREA ON THE HIGHEST POINT OF THE
 GF0645'HILL AND THE STATION.
 GF0645'
 GF0645'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GF0645'DORA 1953.
 GF0645'
 GF0645'REFERENCE MARK 1 IS 10 FEET SOUTHEAST OF A 10-INCH OAK TREE.
 GF0645'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DORA NO 1
 GF0645'1953.
 GF0645'
 GF0645'REFERENCE MARK 2 IS 33 FEET NORTHWEST OF A 8-INCH CEDAR TREE.
 GF0645'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DORA NO 2
 GF0645'1953.
 GF0645'
 GF0645'THE AZIMUTH MARK IS 60 FEET SOUTH OF THE CENTER OF A GRAVELED
 GF0645'ROAD, 39 FEET WEST OF THE CENTER OF COUNTY ROAD H, 21 FEET NORTH
 GF0645'OF A POWERLINE POLE, 5 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS
 GF0645'POST AND 1.5 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 7
 GF0645'INCHES AND THE DISK IS STAMPED DORA 1953.
 GF0645'
 GF0645'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 GF0645'POSTS.
 GF0645'
 GF0645'(NOTE- STATE HIGHWAY 80 MENTIONED ABOVE HAS BEEN CHANGED TO
 GF0645'U.S. HIGHWAY 160).
 GF0645'
 GF0645'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0126 ***********************************************************************
 JE0126  DESIGNATION -  DOUGHERTY
 JE0126  PID         -  JE0126
 JE0126  STATE/COUNTY-  MO/CASS
 JE0126  USGS QUAD   -  AUSTIN (1981)
 JE0126
 JE0126                         *CURRENT SURVEY CONTROL
 JE0126  ___________________________________________________________________
 JE0126* NAD 83(1997)-  38 35 56.60852(N)    094 15 23.64856(W)     ADJUSTED  
 JE0126* NAVD 88     -       277.988  (meters)     912.03   (feet)  ADJUSTED  
 JE0126  ___________________________________________________________________
 JE0126  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 JE0126  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JE0126  DYNAMIC HT  -         277.798 (meters)     911.41  (feet)  COMP
 JE0126  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 JE0126
 JE0126  HORZ ORDER  -  SECOND
 JE0126  VERT ORDER  -  SECOND    CLASS 0
 JE0126
 JE0126.The horizontal coordinates were established by classical geodetic methods
 JE0126.and adjusted by the National Geodetic Survey in February 2000..
 JE0126
 JE0126.The orthometric height was determined by differential leveling
 JE0126.and adjusted by the National Geodetic Survey in June 1991..
 JE0126
 JE0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0126
 JE0126.The geoid height was determined by GEOID03.
 JE0126
 JE0126.The dynamic height is computed by dividing the NAVD 88
 JE0126.geopotential number by the normal gravity value computed on the
 JE0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0126.degrees latitude (g = 980.6199 gals.).
 JE0126
 JE0126.The modeled gravity was interpolated from observed gravity values.
 JE0126
 JE0126;                    North         East     Units Scale Factor Converg.
 JE0126;SPC MO W     -   269,970.867   871,204.808   MT  0.99994671   +0 09 06.7
 JE0126;UTM  15      - 4,273,033.774   390,578.115   MT  0.99974744   -0 47 02.4
 JE0126
 JE0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0126!SPC MO W     -   0.99996145  x   0.99994671  =   0.99990816
 JE0126!UTM  15      -   0.99996145  x   0.99974744  =   0.99970890
 JE0126
 JE0126|---------------------------------------------------------------------|
 JE0126| PID    Reference Object                     Distance      Geod. Az  |
 JE0126|                                                           dddmmss.s |
 JE0126| JE0127 DOUGHERTY RM 3                       17.087 METERS 12021     |
 JE0126| JE1852 GARDEN CITY MUNICIPAL TANK          APPROX. 7.1 KM 1255024.2 |
 JE0126| JE0128 DOUGHERTY AZ MK                                    1275105.0 |
 JE0126| CN6765 DOUGHERTY RM 1                       18.916 METERS 19018     |
 JE0126| JE0125 DOUGHERTY RM 2                       23.540 METERS 31017     |
 JE0126|---------------------------------------------------------------------|
 JE0126
 JE0126                          SUPERSEDED SURVEY CONTROL
 JE0126
 JE0126  NAD 83(1997)-  38 35 56.60897(N)    094 15 23.64843(W) AD(       ) 2
 JE0126  NAD 83(1986)-  38 35 56.61667(N)    094 15 23.64616(W) AD(       ) 2
 JE0126  NAD 27      -  38 35 56.57334(N)    094 15 22.83869(W) AD(       ) 2
 JE0126  NGVD 29 (??/??/92)  277.858  (m)          911.61   (f) ADJ UNCH    2 0
 JE0126
 JE0126.Superseded values are not recommended for survey control.
 JE0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0126.See file dsdata.txt to determine how the superseded data were derived.
 JE0126
 JE0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9057873034(NAD 83)
 JE0126_MARKER: DS = TRIANGULATION STATION DISK
 JE0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0126_STAMPING: DOUGHERTY 1948
 JE0126_MARK LOGO: CGS   
 JE0126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JE0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0126+STABILITY: SURFACE MOTION
 JE0126
 JE0126  HISTORY     - Date     Condition        Report By
 JE0126  HISTORY     - 1948     MONUMENTED       CGS
 JE0126  HISTORY     - 1960     GOOD             CGS
 JE0126  HISTORY     - 1961     GOOD             LOCENG
 JE0126  HISTORY     - 1963     GOOD             NGS
 JE0126  HISTORY     - 1965     GOOD             CGS
 JE0126  HISTORY     - 19811106 GOOD             NGS
 JE0126
 JE0126                          STATION DESCRIPTION
 JE0126
 JE0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE0126'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF GARDEN
 JE0126'CITY, 7.0 MILES SOUTHEAST OF HARRISONVILLE AND 6.0 MILES
 JE0126'EAST-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 JE0126'ROUTE 35 ON THE NORTH RIGHT-OF-WAY OF STATE ROUTE 35.  IT IS 30
 JE0126'FEET NORTH OF THE CENTER OF STATE ROUTE 35, 6 FEET SOUTH OF
 JE0126'EAST-WEST FENCE LINE AND 6 FEET SOUTH OF WITNESS POST.  IT IS
 JE0126'STAMPED DOUGHERTY 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE0126'
 JE0126'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, 25 FEET
 JE0126'SOUTH OF THE CENTER OF STATE ROUTE 35 AND IN THE SOUTH RIGHT-OF-WAY
 JE0126'LINE.  IT IS STAMPED DOUGHERTY NO 1 1948 AND SET FLUSH WITH THE
 JE0126'GROUND SURFACE.
 JE0126'
 JE0126'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 40 FEET NORTH OF
 JE0126'THE CENTER OF STATE ROUTE 35 AND 1 FOOT SOUTH OF EAST-WEST FENCE
 JE0126'LINE.  IT IS STAMPED DOUGHERTY NO 2 1948 AND SET FLUSH WITH THE
 JE0126'GROUND SURFACE.
 JE0126'
 JE0126'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF THE STATION, 30
 JE0126'FEET SOUTH OF THE CENTER OF STATE ROUTE 35, 17 FEET WEST OF
 JE0126'DRIVEWAY INTO CULTIVATED FIELD AND 2 FEET NORTH OF WITNESS POST.
 JE0126'IT IS STAMPED DOUGHERTY 1948 AND PROJECTS 8 INCHES.
 JE0126'
 JE0126'TO REACH THE STATION FROM GARDEN CITY, GO NORTHWEST ON STATE
 JE0126'ROUTE 35 FOR 4.2 MILES TO THE AZIMUTH MARK ON THE SOUTH SIDE AS
 JE0126'DESCRIBED, CONTINUE NORTHWEST ON STATE ROUTE 35 FOR 0.4 MILE TO
 JE0126'THE STATION ON THE NORTH SIDE AS DESCRIBED.
 JE0126'
 JE0126'A 47 FOOT SIGNAL AT STATION HUTTON MOUND 1883, 1922, 1948 IS
 JE0126'VISIBLE AT 10 FEET.
 JE0126'
 JE0126'A 47 FOOT SIGNAL AT STATION HARRISON IS VISIBLE AT 64 FEET.
 JE0126'
 JE0126'A 74 FOOT SIGNAL AT STATION CRESCENT IS VISIBLE AT 37 FEET.
 JE0126'
 JE0126'A 47 FOOT SIGNAL AT STATION FULTON 1883, 1934, 1948 IS VISIBLE
 JE0126'AT 37 FEET.
 JE0126'
 JE0126'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE0126
 JE0126                          STATION RECOVERY (1960)
 JE0126
 JE0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 JE0126'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JE0126'GOOD CONDITION EXCEPT R.M. NO. 1 WHICH HAD BEEN DISPLACED.
 JE0126'REFERENCE MARK NO. 3 WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 JE0126'FOLLOWS.
 JE0126'
 JE0126'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF HARRISONVILLE, 6
 JE0126'MILES SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 JE0126'HIGHWAY 7, AND 4 AND 1/2 MILES NORTHWEST OF GARDEN CITY ALONG
 JE0126'THE RIGHT-OF-WAY OF STATE HIGHWAY 7 (FORMERLY STATE ROUTE 35), 34
 JE0126'FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 7, AND 6 FEET
 JE0126'SOUTHWEST OF RIGHT-OF-WAY FENCE AND A NEW STEEL WITNESS POST.
 JE0126'THE MARK IS FLUSH WITH THE GROUND SURFACE AND THE DISK IS STAMPED
 JE0126'DOUGHERTY 1948.
 JE0126'
 JE0126'TO REACH THE STATION FROM GARDEN CITY, GO NORTHWEST ON STATE
 JE0126'HIGHWAY 7 FOR 4.4 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 JE0126'DESCRIBED.  CONTINUE NORTHWEST ON STATE HIGHWAY 7 FOR 0.4 MILE
 JE0126'TO THE STATION ON THE RIGHT.  THE STATION MAY BE REACHED FROM
 JE0126'THE JUNCTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY 7 WHICH IS
 JE0126'ABOUT 2 MILES SOUTH OF HARRISONVILLE BY GOING SOUTHEAST OF
 JE0126'STATE HIGHWAY 7 FOR 5.7 MILES TO THE STATION ON THE LEFT.
 JE0126'
 JE0126'REFERENCE MARK NO. 2 IS 77.23 FEET NORTHWEST OF THE STATION, 39
 JE0126'FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 7, AND 1 FOOT
 JE0126'SOUTHWEST OF FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 JE0126'GROUND AND THE DISK IS STAMPED DOUGHERTY NO 2 1948.
 JE0126'
 JE0126'REFERENCE MARK NO. 3 IS 56.06 FEET SOUTHEAST OF THE STATION, 39
 JE0126'FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 7, AND 1 FOOT
 JE0126'SOUTHWEST OF FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 JE0126'GROUND AND THE DISK IS STAMPED DOUGHERTY NO 3 1948.
 JE0126'
 JE0126'AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION, 33 FEET SOUTHWEST
 JE0126'OF THE CENTER OF STATE HIGHWAY 7, 15 FEET NORTHWEST OF THE CENTER OF
 JE0126'FIELD ENTRANCE, 8 FEET EAST-NORTHEAST OF A TREE STUMP, AND 1 FOOT
 JE0126'NORTHEAST OF A STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 JE0126'THE DISK IS STAMPED DOUGHERTY 1948.
 JE0126'
 JE0126'NOTE- THE TOP HALF OF USC AND GS BENCH MARK P 95 1934 WAS FOUND
 JE0126'NEAR THE AZIMUTH MARK.  THE DISK WAS REMOVED.
 JE0126
 JE0126                          STATION RECOVERY (1961)
 JE0126
 JE0126'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JE0126'STATION RECOVERED BY AERIAL CONTROL GEO.
 JE0126'
 JE0126'ALL MARKS RECOVERED IN GOOD CONDITION.
 JE0126
 JE0126                          STATION RECOVERY (1963)
 JE0126
 JE0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0126'4.4 MI NW FROM GARDEN CITY.
 JE0126'ABOUT 0.2 MILES NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0126'SCHOOL AT GARDEN CITY, THENCE 4.25 MILES NORTHWEST ALONG STATE
 JE0126'HIGHWAY 7, IN SECTION 20, T 44 N, R 30 W, 115 FEET SOUTHEAST
 JE0126'OF A FENCE CORNER, 6 FEET SOUTHWEST OF A FENCE, 6.0 FEET SOUTH
 JE0126'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JE0126'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JE0126'GROUND.
 JE0126
 JE0126                          STATION RECOVERY (1965)
 JE0126
 JE0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JE0126'STATION RECOVERED AS DESCRIBED BY F.A.R. IN 1960 AND ALL MARKS
 JE0126'FOUND IN GOOD CONDITION.
 JE0126'
 JE0126'THE 1960 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 JE0126
 JE0126                          STATION RECOVERY (1981)
 JE0126
 JE0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JE0126'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 2
 JE0126'AND 3 WERE FOUND LYING ON TOP OF GROUND ABOUT 150 FT (45.7 M) FROM THE
 JE0126'STATION MARK.  THE AZIMUTH MARK WAS FOUND DESTROYED.  REFERENCE MARKS
 JE0126'4 AND 5 AND AN AZIMUTH MARK 2 WERE ESTABLISHED.  THE UNDERGROUND MARK
 JE0126'WAS NOT INSPECTED.  DUE TO CHANGES A NEW DESCRIPTION FOLLOWS. THE
 JE0126'STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) SOUTHEAST OF HARRISONVILLE,
 JE0126'7.2 KM (4.45 MI) NORTHWEST OF GARDEN CITY AND ON THE NORTHEAST
 JE0126'RIGHT-OF WAY OF STATE HIGHWAY 7. TO REACH THE STATION FROM THE POST
 JE0126'OFFICE IN GARDEN CITY, GO NORTH ON 3RD STREET FOR 0.08 KM (0.05 MI) TO
 JE0126'STATE HIGHWAY 7.  TURN LEFT AND GO NORTHWEST ON HIGHWAY 7 FOR 6.60 KM
 JE0126'(4.10 MI) TO THE AZIMUTH MARK 2 ON THE LEFT, AT A FIELD ENTRANCE.
 JE0126'CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.62 KM (0.40 MI) TO THE STATION
 JE0126'ON THE RIGHT, AT A DRIVEWAY TO A METAL BUILDING. THE STATION MAY ALSO
 JE0126'BE REACHED FROM THE SOUTH JUNCTION OF US HIGHWAY 71 AND STATE HIGHWAY
 JE0126'7, ABOUT 2 MI (3.2 KM) SOUTH OF HARRISONVILLE, BY GOING SOUTHEAST ON
 JE0126'HIGHWAY 7 FOR 8.53 KM (5.30 MI) TO THE STATION ON THE LEFT. THE
 JE0126'STATION IS A STANDARD CGS DISK STAMPED DOUGHERTY 1948, SET INTO THE
 JE0126'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER FLUSH
 JE0126'WITH THE GROUND LOCATED 45.0 FT (13.7 M) NW FROM THE CENTERLINE OF THE
 JE0126'DRIVEWAY TO THE METAL BUILDING, 34.0 FT (10.4 M) NE FROM THE
 JE0126'CENTERLINE OF THE HIGHWAY, AND 5.6 FT (1.7 M) SW FROM A WITNESS POST
 JE0126'SET IN A FENCELINE. REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED
 JE0126'DOUGHERTY 1948 NO 4 1981, SET INTO THE TOP OF A ROUND CONCRETE
 JE0126'MONUMENT 12 INCHES OR 30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 JE0126'39.5 FT (12.0 M) NE FROM THE CENTERLINE OF THE HIGHWAY, 26.0 FT (7.9
 JE0126'M) NW FROM THE CENTERLINE OF THE DRIVEWAY, 19.3 FT (5.9 M) SE FROM THE
 JE0126'WITNESS POST, AND 1.0 FT (0.3 M) SW FROM THE FENCE. REFERENCE MARK NO
 JE0126'5 IS A STANDARD DISK STAMPED DOUGHERTY 1948 NO 5 1981, SET INTO THE
 JE0126'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER FLUSH
 JE0126'WITH THE GROUND LOCATED 64.5 FT (19.7 M) NW FROM THE CENTERLINE OF THE
 JE0126'DRIVEWAY, 39.5 FT (12.0 M) NE FROM THE  CENTERLINE OF THE HIGHWAY,
 JE0126'18.9 FT (5.8 M) NW FROM THE WITNESS POST, AND 1.0 FT (0.3 M) SW FROM
 JE0126'THE FENCE. AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED DOUGHERTY
 JE0126'1948 1981, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR
 JE0126'30 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED 33.0 FT (10.1 M) SW
 JE0126'FROM THE CENTERLINE OF THE HIGHWAY, 17.5 FT (5.3 M) NW FROM THE
 JE0126'CENTERLINE OF THE FIELD ENTRANCE, AND 1.5 FT (0.5 M) SE FROM A WITNESS
 JE0126'POST. TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE
 JE0126'HIGHWAY FOR 0.62 KM (0.40 MI) TO THE MARK ON THE RIGHT. IT IS BELIEVED
 JE0126'THAT THE OBJECT IDENTIFIED AS THE GARDEN CITY MUNICIPAL TANK, IN THE
 JE0126'1960 RECOVERY NOT WAS INCORRECTLY IDENTIFIED. THE TANK WAS VERIFIED
 JE0126'FROM STATION BOGARD AND WAS VISITED AT THIS TIME. THERE IS A SMALLER
 JE0126'TANK WEST OF GARDEN CITY, THAT IS NO LONGER VISIBLE, BUT WHICH WOULD
 JE0126'BE AT THE DIRECTION OBSERVED IN 1960. THE AZIMUTH TO THE SMALLER TANK
 JE0126'IS 300 DEGREES, 32 MINUTES, 48.6 SECONDS WHILE THE INVERSED AZIMUTH TO
 JE0126'THE GARDEN CITY MUNICIPAL TANK IS 305 DEGREES, 50 MINUTES, 28.1
 JE0126'SECONDS. STATION MARK AND REFERENCES MARK 4 AND 5 ARE ALSO BENCH
 JE0126'MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE2065 ***********************************************************************
 JE2065  DESIGNATION -  DOUGHERTY RM 4
 JE2065  PID         -  JE2065
 JE2065  STATE/COUNTY-  MO/CASS
 JE2065  USGS QUAD   -  AUSTIN (1981)
 JE2065
 JE2065                         *CURRENT SURVEY CONTROL
 JE2065  ___________________________________________________________________
 JE2065* NAD 83(1986)-  38 35 56.     (N)    094 15 23.     (W)     SCALED    
 JE2065* NAVD 88     -       278.06   (meters)     912.3    (feet)  RESET     
 JE2065  ___________________________________________________________________
 JE2065  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JE2065
 JE2065  VERT ORDER  -  THIRD
 JE2065
 JE2065.The horizontal coordinates were scaled from a topographic map and have
 JE2065.an estimated accuracy of +/- 6 seconds.
 JE2065
 JE2065.The orthometric height was computed from unverified reset data.
 JE2065.No vertical observational check was made to the station.
 JE2065
 JE2065.The geoid height was determined by GEOID03.
 JE2065
 JE2065;                    North         East    Units  Estimated Accuracy
 JE2065;SPC MO W     -   269,950.      871,220.      MT  (+/- 180 meters Scaled)
 JE2065
 JE2065                          SUPERSEDED SURVEY CONTROL
 JE2065
 JE2065  NGVD 29 (02/22/06)  277.93   (m)          911.8    (f) RESET       3  
 JE2065
 JE2065.Superseded values are not recommended for survey control.
 JE2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2065.See file dsdata.txt to determine how the superseded data were derived.
 JE2065
 JE2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC905730(NAD 83)
 JE2065_MARKER: DR = REFERENCE MARK DISK
 JE2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2065_SP_SET: CONCRETE POST
 JE2065_STAMPING: DOUGHERTY 1948 NO 4 1981
 JE2065_MARK LOGO: NGS   
 JE2065_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2065+STABILITY: SURFACE MOTION
 JE2065
 JE2065  HISTORY     - Date     Condition        Report By
 JE2065  HISTORY     - 1981     MONUMENTED       NGS
 JE2065
 JE2065                          STATION DESCRIPTION
 JE2065
 JE2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JE2065'0.05 MI (0.08 KM) NORTH ALONG 3RD STREET FROM THE POST OFFICE AT
 JE2065'GARDEN CITY, THENCE LEFT AND NORTHWEST ALONG STATE HIGHWAY 7 FOR 4.5
 JE2065'MI (7.2 KM) TO THE MARK ON THE RIGHT, AT A DRIVEWAY TO A METAL
 JE2065'BUILDING, 39.5 FT (12.0 M) NORTHEAST OF THE CENTERLINE OF THE
 JE2065'HIGHWAY, 26.0 FT (7.9 M) NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY,
 JE2065'1 FT (0.3 M) SOUTHWEST OF A FENCE, 20.07 FT (6.12 M) EAST OF BENCH
 JE2065'MARK DOUGHERTY 1948 AND 38.04 FT (11.59 M) SOUTHEAST OF BENCH MARK
 JE2065'DOUGHERTY RM 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE2066 ***********************************************************************
 JE2066  DESIGNATION -  DOUGHERTY RM 5
 JE2066  PID         -  JE2066
 JE2066  STATE/COUNTY-  MO/CASS
 JE2066  USGS QUAD   -  AUSTIN (1981)
 JE2066
 JE2066                         *CURRENT SURVEY CONTROL
 JE2066  ___________________________________________________________________
 JE2066* NAD 83(1986)-  38 35 56.     (N)    094 15 24.     (W)     SCALED    
 JE2066* NAVD 88     -       277.94   (meters)     911.9    (feet)  RESET     
 JE2066  ___________________________________________________________________
 JE2066  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JE2066
 JE2066  VERT ORDER  -  THIRD
 JE2066
 JE2066.The horizontal coordinates were scaled from a topographic map and have
 JE2066.an estimated accuracy of +/- 6 seconds.
 JE2066
 JE2066.The orthometric height was computed from unverified reset data.
 JE2066.No vertical observational check was made to the station.
 JE2066
 JE2066.The geoid height was determined by GEOID03.
 JE2066
 JE2066;                    North         East    Units  Estimated Accuracy
 JE2066;SPC MO W     -   269,950.      871,200.      MT  (+/- 180 meters Scaled)
 JE2066
 JE2066                          SUPERSEDED SURVEY CONTROL
 JE2066
 JE2066  NGVD 29 (02/22/06)  277.81   (m)          911.4    (f) RESET       3  
 JE2066
 JE2066.Superseded values are not recommended for survey control.
 JE2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2066.See file dsdata.txt to determine how the superseded data were derived.
 JE2066
 JE2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC905730(NAD 83)
 JE2066_MARKER: DR = REFERENCE MARK DISK
 JE2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2066_SP_SET: CONCRETE POST
 JE2066_STAMPING: DOUGHERTY 1948 NO 5 1981
 JE2066_MARK LOGO: NGS   
 JE2066_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2066+STABILITY: SURFACE MOTION
 JE2066
 JE2066  HISTORY     - Date     Condition        Report By
 JE2066  HISTORY     - 1981     MONUMENTED       NGS
 JE2066
 JE2066                          STATION DESCRIPTION
 JE2066
 JE2066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JE2066'0.05 MI (0.08 KM) NORTH ALONG 3RD STREET FROM THE POST OFFICE IN
 JE2066'GARDEN CITY, THENCE LEFT AND NORTHWEST ALONG STATE HIGHWAY 7 FOR 4.5
 JE2066'MI (7.2 KM) TO THE MARK ON THE RIGHT, AT A DRIVEWAY TO A METAL
 JE2066'BUILDING, 64.5 FT (19.7 M) NORTHWEST OF THE CENTERLINE OF THE
 JE2066'DRIVEWAY, 39.5 FT (12.0 M) NORTHEAST OF THE CENTERLINE OF THE
 JE2066'HIGHWAY, 1 FT (0.3 M) SOUTHWEST OF A FENCE, 19.33 FT (5.89 M)
 JE2066'NORTHWEST OF BENCH MARK DOUGHERTY AND 38.04 FT (11.59 M) NORTHWEST OF
 JE2066'BENCH MARK DOUGHERTY RM 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1131 ***********************************************************************
 HD1131  DESIGNATION -  DOVE
 HD1131  PID         -  HD1131
 HD1131  STATE/COUNTY-  MO/WRIGHT
 HD1131  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD1131
 HD1131                         *CURRENT SURVEY CONTROL
 HD1131  ___________________________________________________________________
 HD1131* NAD 83(1997)-  37 13 05.80867(N)    092 17 14.77756(W)     ADJUSTED  
 HD1131* NAVD 88     -       489.7    (meters)    1607.     (feet)  VERTCON   
 HD1131  ___________________________________________________________________
 HD1131  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HD1131  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HD1131
 HD1131  HORZ ORDER  -  FIRST
 HD1131
 HD1131.The horizontal coordinates were established by classical geodetic methods
 HD1131.and adjusted by the National Geodetic Survey in February 2000..
 HD1131
 HD1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1131
 HD1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1131
 HD1131.The geoid height was determined by GEOID03.
 HD1131
 HD1131;                    North         East     Units Scale Factor Converg.
 HD1131;SPC MO C     -   153,696.802   518,865.012   MT  0.99993772   +0 07 42.8
 HD1131;UTM  15      - 4,119,325.133   563,219.692   MT  0.99964923   +0 25 51.6
 HD1131
 HD1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1131!SPC MO C     -   0.99992775  x   0.99993772  =   0.99986548
 HD1131!UTM  15      -   0.99992775  x   0.99964923  =   0.99957701
 HD1131
 HD1131:                Primary Azimuth Mark                     Grid Az
 HD1131:SPC MO C     -  MOUNTAIN GROVE RADIO MAST                159 59 59.2
 HD1131:UTM  15      -  MOUNTAIN GROVE RADIO MAST                159 41 50.4
 HD1131
 HD1131|---------------------------------------------------------------------|
 HD1131| PID    Reference Object                     Distance      Geod. Az  |
 HD1131|                                                           dddmmss.s |
 HD1131| HD1128 MOUNTAIN GROVE RADIO MAST           APPROX. 9.8 KM 1600742.0 |
 HD1131| HD1133 MOUNTAIN GROVE MUN TANK             APPROX.11.2 KM 1680348.0 |
 HD1131| CN6773 DOVE RM 1                            29.007 METERS 22806     |
 HD1131| CN6774 DOVE RM 2                            17.615 METERS 30047     |
 HD1131| HD1132 DOVE AZ MK                          APPROX. 0.8 KM 3221619.3 |
 HD1131|---------------------------------------------------------------------|
 HD1131
 HD1131                          SUPERSEDED SURVEY CONTROL
 HD1131
 HD1131  NAD 83(1986)-  37 13 05.81965(N)    092 17 14.77642(W) AD(       ) 1
 HD1131  NAD 27      -  37 13 05.63537(N)    092 17 14.19279(W) AD(       ) 1
 HD1131  NGVD 29 (07/19/86)  489.5    (m)         1606.     (f) VERT ANG       
 HD1131
 HD1131.Superseded values are not recommended for survey control.
 HD1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1131.See file dsdata.txt to determine how the superseded data were derived.
 HD1131
 HD1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6322019325(NAD 83)
 HD1131_MARKER: DS = TRIANGULATION STATION DISK
 HD1131_SETTING: 0 = UNSPECIFIED SETTING
 HD1131
 HD1131  HISTORY     - Date     Condition        Report By
 HD1131  HISTORY     - 1978     MONUMENTED       NGS
 HD1131
 HD1131                          STATION DESCRIPTION
 HD1131
 HD1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1131'STATION IS LOCATED ABOUT 6 MILES NORTH OF MOUNTAIN GROVE, 1/4
 HD1131'MILE EAST OF STATE HIGHWAY 95, IN THE NORTHEAST 1/4 SECTION 7,
 HD1131'T 29 N, R 12 W, AND ON THE PROPERTY OF MR. FLOYD JARVIS.
 HD1131'
 HD1131'TO REACH THE STATION FROM THE INTERSECTION OF WHERE STATE
 HD1131'HIGHWAY 95 CROSSES OVER U.S. HIGHWAY 60 AT THE NORTH EDGE OF
 HD1131'MOUNTAIN GROVE, GO NORTH ON STATE HIGHWAY 95 FOR 4.8 MILES
 HD1131'TO THE JUNCTION OF STATE HIGHWAY 95 AND COUNTY ROUTE W.
 HD1131'CONTINUE NORTHERLY ON STATE HIGHWAY 95 FOR 1.25 MILES TO
 HD1131'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON STATE HIGHWAY
 HD1131'95 FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HD1131'EAST FOR 0.25 MILE TO THE JARVIS HOME ON THE LEFT.  CONTINUE
 HD1131'EAST AND NORTHEAST FOR 0.05 MILE TO A GATE ON THE RIGHT.
 HD1131'TURN RIGHT THRU GATE AND FOLLOW VERY DIM TRACK ROAD
 HD1131'SOUTHERLY FOR 0.4 MILE TO THE TOP OF HILL KNOWN LOCALLY AS
 HD1131'DOVE MOUNTAIN AND THE STATION.
 HD1131'
 HD1131'THE STATION MARK, STAMPED---DOVE 1978---, IS A STANDARD DISK
 HD1131'BRAZED ON TOP OF A 2-INCH DIAMETER BY 30-INCH GALVANIZED METAL
 HD1131'PIPE WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE WITH THE
 HD1131'BOTTOM 20 INCHES OF THE PIPE SET IN CONCRETE.  IT IS 59 FEET
 HD1131'EAST-SOUTHEAST OF A 20-INCH OAK TREE AND 82 FEET
 HD1131'EAST-NORTHEAST OF AN 18-INCH OAK TREE.
 HD1131'
 HD1131'REFERENCE MARK 1, STAMPED---DOVE NO 1 1978---, IS A STANDARD
 HD1131'DISK BRAZED ON TOP OF A 2-INCH BY 30-INCH GALVANIZED PIPE
 HD1131'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE WITH THE
 HD1131'BOTTOM 20 INCHES OF THE PIPE SET IN CONCRETE.  IT IS 16 FEET
 HD1131'SOUTH-SOUTHWEST OF A 20-INCH OAK TREE AND 3 FEET EAST OF A
 HD1131'METAL WITNESS POST.
 HD1131'
 HD1131'REFERENCE MARK 2, STAMPED---DOVE NO 2 1978---,IS A STANDARD
 HD1131'DISK BRAZED ON TOP OF A 2-INCH BY 30-INCH GALVANIZED PIPE
 HD1131'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE WITH THE
 HD1131'BOTTOM 20 INCHES OF THE PIPE SET IN CONCRETE.  IT IS 10 FEET
 HD1131'NORTHEAST OF A 20-INCH OAK TREE.
 HD1131'
 HD1131'THE AZIMUTH MARKS, STAMPED---DOVE 1978---, ARE STANDARD DISKS.
 HD1131'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HD1131'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND
 HD1131'SURFACE WITH A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS
 HD1131'137 FEET SOUTH OF THE ROAD LEADING TO THE JARVIS HOME, 27
 HD1131'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 95, AND 1.7 FEET
 HD1131'WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 HD1131'TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 38 INCHES BELOW
 HD1131'THE GROUND SURFACE.
 HD1131'
 HD1131'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1188 ***********************************************************************
 HD1188  DESIGNATION -  DOVE
 HD1188  PID         -  HD1188
 HD1188  STATE/COUNTY-  MO/LACLEDE
 HD1188  USGS QUAD   -  ELDRIDGE EAST (1985)
 HD1188
 HD1188                         *CURRENT SURVEY CONTROL
 HD1188  ___________________________________________________________________
 HD1188* NAD 83(1997)-  37 46 08.42558(N)    092 40 24.94320(W)     ADJUSTED  
 HD1188* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 HD1188  ___________________________________________________________________
 HD1188  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HD1188  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HD1188
 HD1188  HORZ ORDER  -  SECOND
 HD1188
 HD1188.The horizontal coordinates were established by classical geodetic methods
 HD1188.and adjusted by the National Geodetic Survey in February 2000..
 HD1188
 HD1188.The orthometric height was scaled from a topographic map.
 HD1188
 HD1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1188
 HD1188.The geoid height was determined by GEOID03.
 HD1188
 HD1188;                    North         East     Units Scale Factor Converg.
 HD1188;SPC MO C     -   214,809.235   484,706.007   MT  0.99993621   -0 06 22.8
 HD1188;UTM  15      - 4,180,236.535   528,747.153   MT  0.99961018   +0 11 59.7
 HD1188
 HD1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1188!SPC MO C     -   0.99994735  x   0.99993621  =   0.99988357
 HD1188!UTM  15      -   0.99994735  x   0.99961018  =   0.99955755
 HD1188
 HD1188|---------------------------------------------------------------------|
 HD1188| PID    Reference Object                     Distance      Geod. Az  |
 HD1188|                                                           dddmmss.s |
 HD1188| CN6772 DOVE RM 3                            20.833 METERS 02209     |
 HD1188| CN6770 DOVE RM 1                            27.710 METERS 08209     |
 HD1188| HD1192 BEAR                                APPROX. 8.3 KM 1431800.4 |
 HD1188| CN6771 DOVE RM 2                            27.172 METERS 16020     |
 HD1188| CN6769 DOVE AZ MK                                         1802441.7 |
 HD1188|---------------------------------------------------------------------|
 HD1188
 HD1188                          SUPERSEDED SURVEY CONTROL
 HD1188
 HD1188  NAD 83(1986)-  37 46 08.43796(N)    092 40 24.94294(W) AD(       ) 2
 HD1188  NAD 27      -  37 46 08.29400(N)    092 40 24.30500(W) AD(       ) 2
 HD1188
 HD1188.Superseded values are not recommended for survey control.
 HD1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1188.See file dsdata.txt to determine how the superseded data were derived.
 HD1188
 HD1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2874780237(NAD 83)
 HD1188_MARKER: DS = TRIANGULATION STATION DISK
 HD1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1188
 HD1188  HISTORY     - Date     Condition        Report By
 HD1188  HISTORY     - 1947     MONUMENTED       CGS
 HD1188  HISTORY     - 1974     GOOD             NGS
 HD1188
 HD1188                          STATION DESCRIPTION
 HD1188
 HD1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1188'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF LEBANON, ABOUT 17
 HD1188'MILES SOUTH-SOUTHEAST OF CAMDENTON, ABOUT 0.6 MILE SOUTH OF THE
 HD1188'CHURCH AT DOVE, 59 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 HD1188'5, 31 FEET NORTH OF A DIRT ROAD, 29 FEET EAST-NORTHEAST OF AN
 HD1188'18 INCH, TRIANGLE BLAZED OAK TREE, AND 4.8 FEET SOUTHWEST OF A
 HD1188'WITNESS POST.  THE DISK IS STAMPED DOVE 1947 AND IS SET FLUSH
 HD1188'WITH THE GROUND.
 HD1188'
 HD1188'REFERENCE MARK NO. 1 IS 90.91 FEET WEST OF THE STATION, 32 FEET
 HD1188'EAST OF HIGHWAY 5, 4 FEET NORTHEAST OF A TELEPHONE POLE, AND 6
 HD1188'INCHES EAST OF A FENCE.  THE DISK IS STAMPED DOVE NO 1 1947
 HD1188'AND PROJECTS 4 INCHES.
 HD1188'
 HD1188'REFERENCE MARK NO. 2 IS 89.15 FEET SOUTH-SOUTHEAST OF THE
 HD1188'STATION, 42 FEET SOUTH OF A FENCE CORNER, 28 FEET WEST OF THE
 HD1188'CENTERLINE OF HIGHWAY 5, AND 6 INCHES WEST OF A FENCE.  THE
 HD1188'DISK IS STAMPED DOVE NO 2 1947 AND PROJECTS 4 INCHES.
 HD1188'
 HD1188'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTH OF THE STATION,
 HD1188'40 FEET WEST OF HIGHWAY 5, 16 FEET NORTH OF A GRAVELLED ROAD, 9
 HD1188'FEET WEST OF A FENCE CORNER, AND 3.7 FEET WEST OF A WITNESS POST.
 HD1188'THE DISK IS STAMPED DOVE 1947 AND PROJECTS 2 INCHES.  TO REACH
 HD1188'FROM THE STATION GO SOUTH ON STATE HIGHWAY 5 FOR 0.5 MILE TO THE
 HD1188'MARK ON THE RIGHT AS DESCRIBED.
 HD1188'
 HD1188'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HD1188'5 AND 64 IN THE NORTHWEST EDGE OF LEBANON, GO NORTH ON HIGHWAY
 HD1188'5 FOR 6.25 MILES TO THE TOP OF A SMALL HILL AND THE STATION ON
 HD1188'THE LEFT AS DESCRIBED.
 HD1188'
 HD1188'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HD1188
 HD1188                          STATION RECOVERY (1974)
 HD1188
 HD1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HD1188'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 HD1188'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND PUSHED OVER AND THE
 HD1188'AZIMUTH MARK WAS FOUND EXPOSED AND TILTED IN A ROAD DITCH.  NO TIE
 HD1188'LINES VISIBLE TO ESTABLISH A NEW AZIMUTH MARK THIS DATE.
 HD1188'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE DISKS WERE
 HD1188'RECLAIMED FROM THE REFERENCE MARK 1 AND THE AZIMUTH MARK
 HD1188'CONCRETE MONUMENTS THIS DATE.  THE DESCRIPTION OF THE ROUTE TO
 HD1188'REACH THE STATION IS ADEQUATE FOR RECOVERY.  FOLLOWING ARE
 HD1188'ADDITIONAL NOTES FOR THE STATION MARK AND REFERENCE MARK 2 AND A
 HD1188'DESCRIPTION FOR REFERENCE MARK 3.
 HD1188'
 HD1188'THE STATION MARK IS 52 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 HD1188'OF A HOUSE BELIEVED TO BE MR. WILLIAM POLOCK HOME, 57 FEET WEST OF
 HD1188'THE CENTER OF STATE HIGHWAY 5, 52 FEET SOUTH OF A 20-INCH OAK
 HD1188'TREE, 42 FEET NORTH OF A FENCE, 27 FEET NORTH OF THE CENTER OF A
 HD1188'DRIVEWAY AND 29 FEET EAST-NORTHEAST OF AN 18-INCH OAK TREE.
 HD1188'
 HD1188'REFERENCE MARK 2 IS IN THE NORTH-SOUTH FENCE LINE ON THE WEST
 HD1188'RIGHT-OF-WAY OF STATE HIGHWAY 5 AND 1 FOOT NORTH OF A METAL WITNESS
 HD1188'POST.
 HD1188'
 HD1188'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DOVE 1947 NO 3 1974,
 HD1188'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 HD1188'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH
 HD1188'WITH THE GROUND SURFACE.  IT IS 27 FEET EAST-NORTHEAST OF THE
 HD1188'20-INCH OAK TREE, 5 FEET SOUTHEAST OF A POWER POLE, 3 FEET
 HD1188'WEST-SOUTHWEST OF A CORNER FENCE POST AND 1 FOOT NORTH OF AN
 HD1188'EAST-WEST FENCE.
 HD1188'
 HD1188'NOTE--PROPERTY OWNER WAS NOT CONTACTED, NAME MENTIONED ABOVE WAS
 HD1188'PAINTED ON A MAIL BOX ACROSS THE HIGHWAY FROM THE DRIVEWAY TO HOUSE
 HD1188'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1132 ***********************************************************************
 HD1132  DESIGNATION -  DOVE AZ MK
 HD1132  PID         -  HD1132
 HD1132  STATE/COUNTY-  MO/WRIGHT
 HD1132  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD1132
 HD1132                         *CURRENT SURVEY CONTROL
 HD1132  ___________________________________________________________________
 HD1132* NAD 83(1997)-  37 13 25.68412(N)    092 17 34.00688(W)     ADJUSTED  
 HD1132* NAVD 88     -       450.4    (meters)    1478.     (feet)  VERTCON   
 HD1132  ___________________________________________________________________
 HD1132  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 HD1132  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HD1132
 HD1132  HORZ ORDER  -  SECOND
 HD1132
 HD1132.The horizontal coordinates were established by classical geodetic methods
 HD1132.and adjusted by the National Geodetic Survey in February 2000..
 HD1132.No horizontal observational check was made to the station.
 HD1132
 HD1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1132
 HD1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1132
 HD1132.The geoid height was determined by GEOID03.
 HD1132
 HD1132;                    North         East     Units Scale Factor Converg.
 HD1132;SPC MO C     -   154,308.437   518,389.611   MT  0.99993750   +0 07 31.3
 HD1132;UTM  15      - 4,119,934.075   562,741.208   MT  0.99964849   +0 25 40.2
 HD1132
 HD1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1132!SPC MO C     -   0.99993392  x   0.99993750  =   0.99987143
 HD1132!UTM  15      -   0.99993392  x   0.99964849  =   0.99958243
 HD1132
 HD1132                          SUPERSEDED SURVEY CONTROL
 HD1132
 HD1132  NAD 83(1986)-  37 13 25.69507(N)    092 17 34.00574(W) AD(       ) 2
 HD1132  NAD 27      -  37 13 25.51114(N)    092 17 33.42161(W) AD(       ) 2
 HD1132  NGVD 29 (07/19/86)  450.2    (m)         1477.     (f) VERT ANG       
 HD1132
 HD1132.Superseded values are not recommended for survey control.
 HD1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1132.See file dsdata.txt to determine how the superseded data were derived.
 HD1132
 HD1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6274119934(NAD 83)
 HD1132_MARKER: DZ = AZIMUTH MARK DISK
 HD1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1132+STABILITY: SURFACE MOTION
 HD1132
 HD1132  HISTORY     - Date     Condition        Report By
 HD1132  HISTORY     - 1978     MONUMENTED       NGS
 HD1132
 HD1132                          STATION DESCRIPTION
 HD1132
 HD1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1132'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF MOUNTAIN GROVE
 HD1132'ON STATE HIGHWAY 95 ROAD RIGHT-OF-WAY, IN THE NORTHEAST
 HD1132'1/4 OF SECTION 7, T 29 N, R 12 W.
 HD1132'
 HD1132'TO REACH THE STATION FROM THE INTERSECTION OF WHERE STATE
 HD1132'HIGHWAY 95 CROSSES OVER US HIGHWAY 60 AT THE NORTH EDGE
 HD1132'OF MOUNTAIN GROVE, GO NORTH ON STATE HIGHWAY 95 FOR 4.8 MILES
 HD1132'TO THE JUNCTION OF STATE HIGHWAY 95 AND COUNTY ROUTE W.
 HD1132'CONTINUE NORTHERLY ON STATE HIGHWAY 95 FOR 1.25 MILES TO THE
 HD1132'STATION ON THE RIGHT.
 HD1132'
 HD1132'THE STATION MARKS, STAMPED---DOVE 1978---, ARE STANDARD
 HD1132'AZIMUTH MARK DISKS.
 HD1132'THE SURFACE DISK IS SET IN TOP OF A 12-INCH CYLINDRICAL
 HD1132'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND
 HD1132'SURFACE WITH A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS
 HD1132'137 FEET SOUTH OF THE ROAD LEADING TO THE JARVIS HOME, 27
 HD1132'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 95, AND 1.7
 HD1132'FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 HD1132'SET IN TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 38
 HD1132'INCHES BELOW THE GROUND SURFACE.
 HD1132'
 HD1132'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1238 ***********************************************************************
 KD1238  DESIGNATION -  DOVER ATT MICROWAVE KAH 92 TWR
 KD1238  PID         -  KD1238
 KD1238  STATE/COUNTY-  MO/LAFAYETTE
 KD1238  USGS QUAD   -  WAVERLY (1979)
 KD1238
 KD1238                         *CURRENT SURVEY CONTROL
 KD1238  ___________________________________________________________________
 KD1238* NAD 83(1997)-  39 11 34.65613(N)    093 37 27.30706(W)     ADJUSTED  
 KD1238* NAVD 88     -                                                        
 KD1238  ___________________________________________________________________
 KD1238  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 KD1238  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD1238
 KD1238  HORZ ORDER  -  THIRD
 KD1238
 KD1238.The horizontal coordinates were established by classical geodetic methods
 KD1238.and adjusted by the National Geodetic Survey in February 2000..
 KD1238
 KD1238
 KD1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1238
 KD1238.The geoid height was determined by GEOID03.
 KD1238
 KD1238;                    North         East     Units Scale Factor Converg.
 KD1238;SPC MO W     -   336,235.415   925,652.568   MT  1.00001162   +0 33 12.4
 KD1238;UTM  15      - 4,338,375.506   446,091.839   MT  0.99963578   -0 23 40.2
 KD1238
 KD1238                          SUPERSEDED SURVEY CONTROL
 KD1238
 KD1238  NAD 83(1997)-  39 11 34.65762(N)    093 37 27.30879(W) AD(       ) 4
 KD1238  NAD 83(1986)-  39 11 34.66218(N)    093 37 27.30726(W) AD(       ) 4
 KD1238  NAD 27      -  39 11 34.59852(N)    093 37 26.52542(W) AD(       ) 3
 KD1238
 KD1238.Superseded values are not recommended for survey control.
 KD1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1238.See file dsdata.txt to determine how the superseded data were derived.
 KD1238
 KD1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4609238376(NAD 83)
 KD1238_MARKER: 45 = MICROWAVE TOWER
 KD1238
 KD1238  HISTORY     - Date     Condition        Report By
 KD1238  HISTORY     - 1962     FIRST OBSERVED   CGS
 KD1238
 KD1238                          STATION DESCRIPTION
 KD1238
 KD1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1238'THE STATION IS THE RED LIGHT ATOP THE TOWER, LOCATED ABOUT 3.3
 KD1238'MILES EAST OF THE CENTER OF DOVER, ON THE SOUTH SIDE OF U.S.
 KD1238'HIGHWAY 24.
 KD1238'
 KD1238'IT IS A FOUR LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE, WITH
 KD1238'TWO REFLECTORS AT THE BOTTOM OF THE TOWER, TWO REFLECTORS 3/4 THE
 KD1238'WAY UP THE TOWER, FOUR LARGE REFLECTORS AT THE TOP OF THE TOWER
 KD1238'AND HAS AN OVERALL HEIGHT OF 225.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1786 ***********************************************************************
 HB1786  DESIGNATION -  DOWL
 HB1786  PID         -  HB1786
 HB1786  STATE/COUNTY-  MO/PERRY
 HB1786  USGS QUAD   -  LITHIUM (1993)
 HB1786
 HB1786                         *CURRENT SURVEY CONTROL
 HB1786  ___________________________________________________________________
 HB1786* NAD 83(1997)-  37 48 35.22185(N)    089 54 13.19862(W)     ADJUSTED  
 HB1786* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 HB1786  ___________________________________________________________________
 HB1786  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 HB1786  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 HB1786
 HB1786  HORZ ORDER  -  FIRST
 HB1786
 HB1786.The horizontal coordinates were established by classical geodetic methods
 HB1786.and adjusted by the National Geodetic Survey in February 2000..
 HB1786
 HB1786.The orthometric height was scaled from a topographic map.
 HB1786
 HB1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1786
 HB1786.The geoid height was determined by GEOID03.
 HB1786
 HB1786;                    North         East     Units Scale Factor Converg.
 HB1786;SPC MO E     -   219,488.177   302,509.195   MT  0.99996728   +0 21 56.1
 HB1786;SPC IL W     -   126,890.692   723,158.168   MT  0.99994778   +0 09 40.4
 HB1786;SPC IL W     -   416,307.21  2,372,561.42   sFT  0.99994778   +0 09 40.4
 HB1786;UTM  16      - 4,188,683.201   244,381.351   MT  1.00040487   -1 46 51.7
 HB1786
 HB1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1786!SPC MO E     -   0.99997276  x   0.99996728  =   0.99994004
 HB1786!SPC IL W     -   0.99997276  x   0.99994778  =   0.99992054
 HB1786!UTM  16      -   0.99997276  x   1.00040487  =   1.00037762
 HB1786
 HB1786:                Primary Azimuth Mark                     Grid Az
 HB1786:SPC MO E     -  CHESTER ST JOHNS LUTH CHURCH             031 01 44.1
 HB1786:SPC IL W     -  CHESTER ST JOHNS LUTH CHURCH             031 13 59.8
 HB1786:UTM  16      -  CHESTER ST JOHNS LUTH CHURCH             033 10 31.9
 HB1786
 HB1786|---------------------------------------------------------------------|
 HB1786| PID    Reference Object                     Distance      Geod. Az  |
 HB1786|                                                           dddmmss.s |
 HB1786| HB1782 CHESTER ST JOHNS LUTH CHURCH        APPROX.13.7 KM 0312340.2 |
 HB1786| HB1781 CHESTER MUNICIPAL WATER TOWER       APPROX.13.2 KM 0312902.9 |
 HB1786| HB1780 CHESTER INT SHOE CO WATER TWR       APPROX.13.5 KM 0315321.5 |
 HB1786| CI4305 DOWL RM 1                            75.469 METERS 11327     |
 HB1786| HB1766 LONGTOWN LUTH CHURCH SPIRE          APPROX.18.9 KM 1432920.8 |
 HB1786| HB1767 PERRYVILLE COURTHOUSE SPIRE         APPROX.10.0 KM 1590522.6 |
 HB1786| HB1768 PERRYVILLE INTERN SHOE TOWER        APPROX. 9.3 KM 1603950.6 |
 HB1786| HB1769 PERRYVILLE MUNICIPAL TOWER          APPROX.10.2 KM 1605459.4 |
 HB1786| HB1776 PERRYVILLE ST MARYS SEM TOWER       APPROX. 9.3 KM 1735727.0 |
 HB1786| HB1775 MEMPHIS ST LOUIS AWY BEACON 53      APPROX. 8.6 KM 1750551.8 |
 HB1786| CI4306 DOWL RM 2                            48.585 METERS 23146     |
 HB1786| CI4304 DOWL AZ MK                                         2532202.2 |
 HB1786| HB1787 MEMPHIS ST LOUIS AWY BEACON 54      APPROX. 5.5 KM 2640439.6 |
 HB1786| HC0909 MEMPHIS ST LOUIS AWY BCN 55         APPROX.23.8 KM 3265238.3 |
 HB1786|---------------------------------------------------------------------|
 HB1786
 HB1786                          SUPERSEDED SURVEY CONTROL
 HB1786
 HB1786  NAD 83(1997)-  37 48 35.22250(N)    089 54 13.19934(W) AD(       ) 1
 HB1786  NAD 83(1986)-  37 48 35.23083(N)    089 54 13.19562(W) AD(       ) 1
 HB1786  NAD 27      -  37 48 35.03700(N)    089 54 12.79700(W) AD(       ) 1
 HB1786
 HB1786.Superseded values are not recommended for survey control.
 HB1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1786.See file dsdata.txt to determine how the superseded data were derived.
 HB1786
 HB1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG4438188683(NAD 83)
 HB1786_MARKER: DS = TRIANGULATION STATION DISK
 HB1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1786
 HB1786  HISTORY     - Date     Condition        Report By
 HB1786  HISTORY     - 1931     MONUMENTED       CGS
 HB1786  HISTORY     - 1938     GOOD             CGS
 HB1786  HISTORY     - 1981     GOOD             LOCSUR
 HB1786
 HB1786                          STATION DESCRIPTION
 HB1786
 HB1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 HB1786'ON HIGHEST POINT OF HIGH, ROUND HILL WHICH IS BARE ON NORTH AND
 HB1786'WOODED ON SOUTH, ABOUT 6 MILES, AIRLINE,
 HB1786'NORTHWEST-BY-NORTH OF PERRYVILLE, ABOUT 2-1/2 MILES, AIRLINE,
 HB1786'NORTHEAST-BY-NORTH OF BREWER, IN SECTION 23, SALINE TOWNSHIP,
 HB1786'ON LAND OWNED AND OCCUPIED BY MARK DOWL, AND ABOUT 30 METERS (98
 HB1786'FEET) NORTH OF EAST-AND-WEST WIRE FENCE.
 HB1786'
 HB1786'SURFACE AND UNDERGROUND MARKS ARE PROBABLY STANDARD STATION DISKS IN
 HB1786'CONCRETE.  REFERENCE MARKS ARE PROBABLE STANDARD
 HB1786'REFERENCE DISKS IN CONCRETE.
 HB1786'
 HB1786'REFERENCE MARK NO. 1 IS IN EAST-AND-WEST FENCE LINE, DIRECTLY UNDER
 HB1786'POWER LINE WHICH CROSSES KNOLL, AND 75.46 METERS (247.6 FEET)
 HB1786'FROM STATION.  REFERENCE MARK NO. 2 IS IN
 HB1786'EAST-AND-WEST FENCE LINE, ABOUT 150 METERS (492 FEET) EAST OF
 HB1786'EAST END OF YELLOW HOUSE, AND 48.60 METERS (159.4 FEET) FROM STATION,
 HB1786'
 HB1786'BEARING FROM STATION TO MUNICIPAL WATER TANK AT CHESTER, ILL. IS
 HB1786'N 31 DEG 29 MIN E.
 HB1786
 HB1786                          STATION RECOVERY (1938)
 HB1786
 HB1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1786'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 HB1786'ABOUT 6 MILES NORTH-NORTHWEST OF
 HB1786'PERRYVILLE AND ABOUT 2-1/2 MILES NORTH-NORTHEAST OF BREWER, ON
 HB1786'HIGHEST POINT OF HIGH ROUND HILL, WHICH IS BARE ON NORTH AND
 HB1786'WOODED ON SOUTH, IN SECTION 23, SALINE TOWNSHIP.  MARK IS FLUSH WITH
 HB1786'SURFACE OF GROUND, SET ABOUT 98 FEET NORTH OF EAST-WEST FENCE AND
 HB1786'ABOUT 400 FEET EAST OF FARMHOUSE ON LAND OWNED BY DR. DOWL.
 HB1786'
 HB1786'TO REACH FROM ST. VINCENTS CATHOLIC CHURCH IN BREWER (BRICK
 HB1786'BUILDING), GO NORTH ON GRAVELED ROAD 2.5 MILES TO FARMHOUSE ON RIGHT
 HB1786'(EAST) AND STATION ABOUT 0.3 MILE EAST ON TOP OF HILL.
 HB1786'
 HB1786'REFERENCE MARK NO. 1, PROJECTING 8 INCHES, IS 247.6 FEET SOUTHEAST OF
 HB1786'STATION, IN EAST-WEST FENCE LINE UNDER TELEPHONE LINE WHICH CROSSES
 HB1786'OVER HILL.  REFERENCE MARK NO. 2 PROJECTING 6 INCHES IS 159.4 FEET
 HB1786'SOUTHWEST OF STATION, IN EAST-WEST FENCE LINE UNDER TELEPHONE LINE
 HB1786'THAT CROSSES OVER HILL.
 HB1786'
 HB1786'A NEW MARK, STAMPED DOWL AZIMUTH MARK, 1938, AND PROJECTING 8 INCHES,
 HB1786'WAS SET ABOUT 0.3 MILE WEST-SOUTHWEST OF STATION ON WEST SIDE OF
 HB1786'NORTH-SOUTH ROAD PASSING FARM AND STATION.  FROM DRIVEWAY INTO FARM
 HB1786'AND STATION, GO SOUTH 0.05 MILE TO MARK ON RIGHT, WEST SIDE OF
 HB1786'ROAD.
 HB1786'
 HB1786'37-FOOT TOWER NEEDED TO SEE-
 HB1786'
 HB1786'64-FOOT TOWER AT ST. MARY
 HB1786'
 HB1786'64-FOOT TOWER AT COFFMAN
 HB1786'
 HB1786'37-FOOT TOWER AT CHESTER (1931)
 HB1786'
 HB1786'77-FOOT TOWER AT CONRAD
 HB1786'
 HB1786'64-FOOT TOWER AT GEILER (1931)
 HB1786'
 HB1786'64-FOOT TOWER AT WOMACK
 HB1786
 HB1786                          STATION RECOVERY (1981)
 HB1786
 HB1786'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (TH)
 HB1786'DOWL 1931 RECOVERED GOOD.  DID NOT SEARCH FOR THE REFERENCE MARKS.
 HB1786'
 HB1786'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 HB1786'NORTHEAST-BY-NORTH OF BREWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0473 ***********************************************************************
 LE0473  DESIGNATION -  DOWNING
 LE0473  PID         -  LE0473
 LE0473  STATE/COUNTY-  MO/SCOTLAND
 LE0473  USGS QUAD   -  DOWNING (1966)
 LE0473
 LE0473                         *CURRENT SURVEY CONTROL
 LE0473  ___________________________________________________________________
 LE0473* NAD 83(1997)-  40 27 10.94526(N)    092 18 39.50579(W)     ADJUSTED  
 LE0473* NAVD 88     -       262.58   (+/-2cm)     861.5    (feet)  VERTCON   
 LE0473  ___________________________________________________________________
 LE0473  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LE0473  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LE0473
 LE0473  HORZ ORDER  -  FIRST
 LE0473  VERT ORDER  -  THIRD ? (See Below)
 LE0473
 LE0473.The horizontal coordinates were established by classical geodetic methods
 LE0473.and adjusted by the National Geodetic Survey in February 2000..
 LE0473
 LE0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0473.The vertical order pertains to the NGVD 29 superseded value.
 LE0473
 LE0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0473
 LE0473.The geoid height was determined by GEOID03.
 LE0473
 LE0473;                    North         East     Units Scale Factor Converg.
 LE0473;SPC MO C     -   512,767.387   516,033.429   MT  0.99993650   +0 07 21.5
 LE0473;UTM  15      - 4,478,270.178   558,424.761   MT  0.99964202   +0 26 49.5
 LE0473
 LE0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0473!SPC MO C     -   0.99996394  x   0.99993650  =   0.99990045
 LE0473!UTM  15      -   0.99996394  x   0.99964202  =   0.99960598
 LE0473
 LE0473|---------------------------------------------------------------------|
 LE0473| PID    Reference Object                     Distance      Geod. Az  |
 LE0473|                                                           dddmmss.s |
 LE0473| CL8401 DOWNING RM 1                         32.141 METERS 01255     |
 LE0473| LE0456 MEMPHIS SCOTLAND CO CTHSE DOME      APPROX.12.0 KM 0870857.8 |
 LE0473| LE0455 MEMPHIS MUNICIPAL TANK              APPROX.11.9 KM 0871103.0 |
 LE0473| CL8402 DOWNING RM 2                         39.341 METERS 10157     |
 LE0473| CL8400 DOWNING AZ MK                                      1072503.5 |
 LE0473|---------------------------------------------------------------------|
 LE0473
 LE0473                          SUPERSEDED SURVEY CONTROL
 LE0473
 LE0473  NAD 83(1997)-  40 27 10.94593(N)    092 18 39.50737(W) AD(       ) 1
 LE0473  NAD 83(1997)-  40 27 10.94588(N)    092 18 39.50732(W) AD(       ) 1
 LE0473  NAD 83(1986)-  40 27 10.95358(N)    092 18 39.52000(W) AD(       ) 1
 LE0473  NAD 27      -  40 27 10.83390(N)    092 18 38.84960(W) AD(       ) 1
 LE0473  NGVD 29 (07/19/86)  262.59   (m)          861.5    (f) LEVELING    3  
 LE0473
 LE0473.Superseded values are not recommended for survey control.
 LE0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0473.See file dsdata.txt to determine how the superseded data were derived.
 LE0473
 LE0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE5842578270(NAD 83)
 LE0473_MARKER: DS = TRIANGULATION STATION DISK
 LE0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0473_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0473
 LE0473  HISTORY     - Date     Condition        Report By
 LE0473  HISTORY     - 1934     MONUMENTED       CGS
 LE0473  HISTORY     - 1967     GOOD             CGS
 LE0473
 LE0473                          STATION DESCRIPTION
 LE0473
 LE0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0473'STATION IS ABOUT 7.6 MILES W OF MEMPHIS, 4 MILES SE OF DOWNING,
 LE0473'IN SW 1/4 SEC. 12, T 65 N, R 13, W, ON LAND OWNED BY SCOTLAND
 LE0473'COUNTY.  THE STATION MARK IS 70 FEET S OF THE CENTER LINE OF
 LE0473'HIGHWAY 4, 42 FEET S OF THE E END OF CULVERT, 24 FEET N OF
 LE0473'FRONT YARD FENCE, 50 FEET NW OF FRONT GATE, 100 FEET W OF THE NW
 LE0473'CORNER OF THE OLD T.V. BRIGGS FARMHOUSE, AND IS FLUSH WITH THE
 LE0473'GROUND.
 LE0473'
 LE0473'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0473'BRONZE DISKS SET IN CONCRETE.
 LE0473'
 LE0473'REFERENCE MARK NO. 1 IS N OF THE STATION, 1 FOOT S OF FENCE
 LE0473'LINE, 35 FEET N OF THE CENTER LINE OF HIGHWAY, 12 FEET NE OF
 LE0473'STEEL CULVERT, AND PROJECTS 7 INCHES.  THE DISTANCE BETWEEN THE
 LE0473'REFERENCE MARKS IS 165.28 FEET.
 LE0473'
 LE0473'REFERENCE MARK NO. 2 IS E OF THE STATION, 1 FOOT N OF FENCE
 LE0473'LINE, 35 FEET S OF THE CENTER LINE OF HIGHWAY, AND PROJECTS
 LE0473'4 INCHES.
 LE0473'
 LE0473'THE AZIMUTH MARK IS E OF THE STATION, 30 FEET N OF THE CENTER LINE
 LE0473'OF HIGHWAY, 2 FEET S OF FENCE LINE, ABOUT 100 FEET E OF FENCE
 LE0473'CORNER TO GARDEN, AND PROJECTS 10 INCHES.
 LE0473'
 LE0473'TO REACH FROM DOWNING BY HIGHWAY 4 SE 3.9 MILES TO STATION.  FROM
 LE0473'MEMPHIS, FOLLOW HIGHWAY 4 W 7.6 MILES TO THE STATION ON THE
 LE0473'S SIDE OF THE HIGHWAY.
 LE0473
 LE0473                          STATION RECOVERY (1967)
 LE0473
 LE0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0473'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LE0473'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LE0473'
 LE0473'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND
 LE0473'STATE HIGHWAY 15 WHICH IS ABOUT 1 MILE WEST OF MEMPHIS, GO WEST ON
 LE0473'U.S. HIGHWAY 136 FOR 6.6 MILES TO AN ABANDONED FARMHOUSE AND THE
 LE0473'STATION ON THE LEFT.
 LE0473'
 LE0473'STATION MARK IS 93 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 LE0473'OF THE ABANDONED FARMHOUSE, 87.5 FEET WEST OF A POWER POLE, 67 FEET
 LE0473'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 136, 3 FEET EAST OF A
 LE0473'FENCE, 1 FOOT EAST OF A METAL WITNESS POST, AND IS FLUSH WITH THE
 LE0473'SURFACE OF THE GROUND.
 LE0473'
 LE0473'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE CENTER OF A DRIVEWAY,
 LE0473'41 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 136, 38 FEET WEST OF
 LE0473'A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE, AND PROJECTS 4 INCHES.
 LE0473'
 LE0473'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF THE CENTERLINE OF U.S.
 LE0473'HIGHWAY 136, 18 FEET EAST OF THE CENTER OF A BOARD GATE, 1.5 FEET
 LE0473'SOUTHEAST OF A T-FENCE CORNER POST, AND PROJECTS 12 INCHES.
 LE0473'
 LE0473'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 75 FEET NORTHWEST OF
 LE0473'A DRIVEWAY LEADING SOUTH TO A FARMHOUSE, 38 FEET NORTH OF THE
 LE0473'CENTERLINE OF U.S. HIGHWAY 136, 2 FEET SOUTH OF A FENCE, 1 FOOT
 LE0473'WEST OF A METAL WITNESS POST, AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0686 ***********************************************************************
 JD0686  DESIGNATION -  DRESDEN
 JD0686  PID         -  JD0686
 JD0686  STATE/COUNTY-  MO/PETTIS
 JD0686  USGS QUAD   -  HUGHESVILLE (1973)
 JD0686
 JD0686                         *CURRENT SURVEY CONTROL
 JD0686  ___________________________________________________________________
 JD0686* NAD 83(1997)-  38 45 06.96724(N)    093 19 22.41481(W)     ADJUSTED  
 JD0686* NAVD 88     -       249.190  (meters)     817.55   (feet)  ADJUSTED  
 JD0686  ___________________________________________________________________
 JD0686  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 JD0686  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0686  DYNAMIC HT  -         249.024 (meters)     817.01  (feet)  COMP
 JD0686  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 JD0686
 JD0686  HORZ ORDER  -  SECOND
 JD0686  VERT ORDER  -  FIRST     CLASS II
 JD0686
 JD0686.The horizontal coordinates were established by classical geodetic methods
 JD0686.and adjusted by the National Geodetic Survey in February 2000..
 JD0686
 JD0686.The orthometric height was determined by differential leveling
 JD0686.and adjusted by the National Geodetic Survey in June 1991..
 JD0686
 JD0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0686
 JD0686.The geoid height was determined by GEOID03.
 JD0686
 JD0686.The dynamic height is computed by dividing the NAVD 88
 JD0686.geopotential number by the normal gravity value computed on the
 JD0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0686.degrees latitude (g = 980.6199 gals.).
 JD0686
 JD0686.The modeled gravity was interpolated from observed gravity values.
 JD0686
 JD0686;                    North         East     Units Scale Factor Converg.
 JD0686;SPC MO C     -   324,215.731   428,471.731   MT  0.99999631   -0 30 54.4
 JD0686;UTM  15      - 4,289,298.655   471,942.730   MT  0.99960969   -0 12 07.6
 JD0686
 JD0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0686!SPC MO C     -   0.99996604  x   0.99999631  =   0.99996235
 JD0686!UTM  15      -   0.99996604  x   0.99960969  =   0.99957574
 JD0686
 JD0686|---------------------------------------------------------------------|
 JD0686| PID    Reference Object                     Distance      Geod. Az  |
 JD0686|                                                           dddmmss.s |
 JD0686| JD0688 L 185                                74.918 METERS 05251     |
 JD0686| JD0684 DRESDEN AZ MK                                      1162543.6 |
 JD0686| JD0685 K 185                                55.166 METERS 26047     |
 JD0686| JD0687 N 185                                60.489 METERS 35840     |
 JD0686|---------------------------------------------------------------------|
 JD0686
 JD0686                          SUPERSEDED SURVEY CONTROL
 JD0686
 JD0686  NAD 83(1997)-  38 45 06.97213(N)    093 19 22.41444(W) AD(       ) 2
 JD0686  NAD 83(1986)-  38 45 06.97608(N)    093 19 22.41557(W) AD(       ) 2
 JD0686  NAD 27      -  38 45 06.91779(N)    093 19 21.67128(W) AD(       ) 2
 JD0686  NGVD 29 (??/??/92)  249.102  (m)          817.26   (f) ADJ UNCH    1 2
 JD0686
 JD0686.Superseded values are not recommended for survey control.
 JD0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0686.See file dsdata.txt to determine how the superseded data were derived.
 JD0686
 JD0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC7194389299(NAD 83)
 JD0686_MARKER: DS = TRIANGULATION STATION DISK
 JD0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0686_STAMPING: DRESDEN 1948
 JD0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0686+STABILITY: SURFACE MOTION
 JD0686
 JD0686  HISTORY     - Date     Condition        Report By
 JD0686  HISTORY     - 1949     MONUMENTED       CGS
 JD0686  HISTORY     - 1962     GOOD             CGS
 JD0686  HISTORY     - 1963     GOOD             NGS
 JD0686
 JD0686                          STATION DESCRIPTION
 JD0686
 JD0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JD0686'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHWEST OF SEDALIA
 JD0686'AND 0.75 MILE NORTHEAST OF DRESDEN AT THE SEDALIA MUNICIPAL
 JD0686'AIRPORT.  IT IS 70 FEET WEST OF THE CENTER OF EAST ROAD INTO
 JD0686'AIRPORT, 39 FEET EAST OF THE CENTER OF WEST ROAD INTO AIRPORT
 JD0686'AND 35 FEET NORTH OF THE CENTER OF EAST WEST ROAD.  IT IS
 JD0686'STAMPED DRESDEN 1949 AND SET FLUSH WITH THE SURFACE OF THE
 JD0686'GROUND.
 JD0686'
 JD0686'BENCH MARK K 185 IS WEST-SOUTHWEST OF THE STATION, 35 FEET
 JD0686'NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 27 FEET SOUTH OF
 JD0686'THE CENTER OF EAST-WEST ROAD, 9 FEET WEST OF TELEPHONE POLE
 JD0686'AND 2 FEET EAST OF WITNESS POST.  IT IS SET IN 8 INCH SQUARE
 JD0686'CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED K 185 1945.
 JD0686'
 JD0686'BENCH MARK N 185 IS NORTH OF THE STATION, 10 FEET SOUTH OF THE
 JD0686'NORTHWEST CORNER OF ADMINISTRATION BUILDING AND 2 FEET WEST
 JD0686'OF THE CENTER OF THE WEST SIDE OF THE ADMINISTRATION BUILDING.
 JD0686'IT IS SET IN A 6 INCH SQUARE CONCRETE POST SET FLUSH WITH THE
 JD0686'GROUND SURFACE AND STAMPED N 185 1945.
 JD0686'
 JD0686'BENCH MARK L 185 IS NORTHEAST OF THE STATION, 3 FEET NORTHEAST
 JD0686'OF SOUTHEAST CORNER OF EAST HANGAR AND 1 FOOT SOUTH OF WITNESS
 JD0686'POST.  IT IS SET IN 8 INCH CONCRETE POST PROJECTING 4 INCHES
 JD0686'AND IS STAMPED L 185 1945.
 JD0686'
 JD0686'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 35 FEET
 JD0686'NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 20 FEET SOUTH OF
 JD0686'THE CENTER OF EAST-WEST ROAD, 6 FEET NORTH OF TELEPHONE POLE
 JD0686'AND 1 FOOT NORTH OF WITNESS POST.  IT IS STAMPED DRESDEN 1949
 JD0686'AND PROJECTS 3 INCHES.
 JD0686'
 JD0686'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MACADAM
 JD0686'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 JD0686'
 JD0686'TO REACH THE STATION FROM THE PHILLIPS SERVICE STATION ON THE
 JD0686'NORTH SIDE OF U.S. HIGHWAY 50 IN DRESDEN, GO EAST ON U.S.
 JD0686'HIGHWAY 50 FOR 0.55 MILE TO CROSSROADS, TURN LEFT AND GO
 JD0686'NORTH FOR 0.15 MILE TO A T-INTERSECTION, TURN RIGHT AND GO EAST
 JD0686'FOR 0.2 MILE TO DRIVEWAY ON LEFT TO THE SEDALIA MUNICIPAL AIRPORT
 JD0686'AND STATION JUST EAST OF THE WEST DRIVEWAY TO ADMINISTRATION
 JD0686'BUILDING AS DESCRIBED.
 JD0686'
 JD0686'AN 87 FOOT SIGNAL AT STATION REID 1928 IS VISIBLE AT 64 FEET.
 JD0686'
 JD0686'AN 87 FOOT SIGNAL AT STATION HEARD 1880, 1928, 1949 IS VISIBLE
 JD0686'AT 64 FEET.
 JD0686'
 JD0686'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JD0686
 JD0686                          STATION RECOVERY (1962)
 JD0686
 JD0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 JD0686'THE STATION, BENCH MARKS K 185, L 185, N 185 AND THE AZIMUTH
 JD0686'MARK WERE RECOVERED IN GOOD CONDITION.  THE LINE TO BENCH MARK
 JD0686'N 185 IS BLOCKED SO IT WAS NOT OBSERVED UPON OR MEASURED.  THE
 JD0686'STATION IS NO LONGER LOCATED AT THE SEDALIA MUNICIPAL AIRPORT
 JD0686'AS THE LAND IS UNDER CULTIVATION, HOWEVER, SOME OF THE OLD
 JD0686'AIRPORT BUILDINGS ARE STILL ON THE PROPERTY AND ARE BEING
 JD0686'USED AS MACHINE AND STORAGE SHEDS.  THE LAND IS OWNED BY MR.
 JD0686'JACK FUNK.
 JD0686'
 JD0686'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHWEST OF SEDALIA
 JD0686'AND 0.75 MILE NORTHEAST OF DRESDEN.
 JD0686'
 JD0686'TO REACH THE STATION FROM THE PHILLIPS SERVICE STATION ON THE
 JD0686'NORTH SIDE OF U.S. HIGHWAY 50 IN DRESDEN, GO EAST ON U.S.
 JD0686'HIGHWAY 50 FOR 0.55 MILE TO CROSSROADS.  TURN LEFT AND GO
 JD0686'NORTH ON GRAVELED ROAD FOR 0.15 MILE TO A T-INTERSECTION.
 JD0686'TURN RIGHT AND GO EAST ON OLD MACADAM ROAD FOR 0.2 MILE TO
 JD0686'THE STATION AND DRIVE ENTRANCE ROAD TO THE JACK FUNK PROPERTY.
 JD0686'
 JD0686'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON OLD
 JD0686'MACADAM ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT
 JD0686'AS DESCRIBED.
 JD0686'
 JD0686'THE STATION IS A STANDARD DISK STAMPED DRESDEN
 JD0686'1949 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JD0686'FLUSH WITH THE GROUND.  IT IS 42.0 FEET EAST OF CENTER OF
 JD0686'FARM ENTRANCE ROAD, 36.0 FEET WEST OF TRANSFORMER POWER POLE
 JD0686'NUMBER 3, 35.0 FEET NORTH OF CENTER OF EAST-WEST MACADAM
 JD0686'ROAD AND 1.5 FEET EAST OF METAL WITNESS POST WITH SIGN.
 JD0686'
 JD0686'BENCH MARK K 185 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 JD0686'BENCH MARK STAMPED K 185 1945 SET IN THE TOP OF A 6-INCH SQUARE
 JD0686'CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.  IT IS 35.0
 JD0686'FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 27.0 FEET
 JD0686'SOUTH OF CENTER OF MACADAM ROAD AND 9.0 FEET WEST OF A TELEPHONE
 JD0686'POLE.
 JD0686'
 JD0686'BENCH MARK L 185 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 JD0686'BENCH MARK STAMPED L 185 1945 SET IN THE TOP OF A 6-INCH SQUARE
 JD0686'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 3.0 FEET
 JD0686'NORTHEAST OF THE SOUTHEAST CORNER OF A LARGE METAL MACHINE
 JD0686'SHED WHICH WAS AN AIRCRAFT HANGAR WHEN THE PROPERTY WAS THE
 JD0686'SEDALIA MUNICIPAL AIRPORT.
 JD0686'
 JD0686'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRESDEN
 JD0686'1949 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JD0686'PROJECTS ABOUT 2 INCHES.  IT IS 35.0 FEET NORTH OF THE NORTH RAIL
 JD0686'OF RAILROAD TRACKS, 20.0 FEET SOUTH OF CENTER OF MACADAM ROAD,
 JD0686'6.0 FEET NORTHWEST OF TELEPHONE POLE AND 1.0 FOOT SOUTH OF A
 JD0686'METAL WITNESS POST WITH SIGN.
 JD0686
 JD0686                          STATION RECOVERY (1963)
 JD0686
 JD0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0686'6 MI W FROM SEDALIA.
 JD0686'ABOUT 6.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0686'STATION AT SEDALIA, AT THE ABANDONED SEDALIA AIRPORT, 96 FEET
 JD0686'NORTH OF THE NORTH RAIL, 70 FEET WEST OF THE CENTERLINE OF THE
 JD0686'EAST ROAD LEADING TO THE AIRPORT, 39 FEET EAST OF THE CENTERLINE
 JD0686'OF THE WEST ROAD LEADING TO THE AIRPORT, 35 FEET NORTH OF THE
 JD0686'CENTERLINE OF AN EAST-WEST ROAD, 2.0 FEET EAST OF A WITNESS
 JD0686'POST, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 JD0686'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0684 ***********************************************************************
 JD0684  DESIGNATION -  DRESDEN AZ MK
 JD0684  PID         -  JD0684
 JD0684  STATE/COUNTY-  MO/PETTIS
 JD0684  USGS QUAD   -  HUGHESVILLE (1973)
 JD0684
 JD0684                         *CURRENT SURVEY CONTROL
 JD0684  ___________________________________________________________________
 JD0684* NAD 83(1986)-  38 45 05.     (N)    093 19 20.     (W)     SCALED    
 JD0684* NAVD 88     -       247.791  (meters)     812.96   (feet)  ADJUSTED  
 JD0684  ___________________________________________________________________
 JD0684  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0684  DYNAMIC HT  -         247.626 (meters)     812.42  (feet)  COMP
 JD0684  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 JD0684
 JD0684  VERT ORDER  -  FIRST     CLASS II
 JD0684
 JD0684.The horizontal coordinates were scaled from a topographic map and have
 JD0684.an estimated accuracy of +/- 6 seconds.
 JD0684
 JD0684.The orthometric height was determined by differential leveling
 JD0684.and adjusted by the National Geodetic Survey in June 1991..
 JD0684
 JD0684.The geoid height was determined by GEOID03.
 JD0684
 JD0684.The dynamic height is computed by dividing the NAVD 88
 JD0684.geopotential number by the normal gravity value computed on the
 JD0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0684.degrees latitude (g = 980.6199 gals.).
 JD0684
 JD0684.The modeled gravity was interpolated from observed gravity values.
 JD0684
 JD0684;                    North         East    Units  Estimated Accuracy
 JD0684;SPC MO C     -   324,160.      428,530.      MT  (+/- 180 meters Scaled)
 JD0684
 JD0684                          SUPERSEDED SURVEY CONTROL
 JD0684
 JD0684  NGVD 29 (??/??/92)  247.703  (m)          812.67   (f) ADJ UNCH    1 2
 JD0684
 JD0684.Superseded values are not recommended for survey control.
 JD0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0684.See file dsdata.txt to determine how the superseded data were derived.
 JD0684
 JD0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC720892(NAD 83)
 JD0684_MARKER: DZ = AZIMUTH MARK DISK
 JD0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0684_STAMPING: DRESDEN 1949
 JD0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0684+STABILITY: SURFACE MOTION
 JD0684
 JD0684  HISTORY     - Date     Condition        Report By
 JD0684  HISTORY     - 1949     MONUMENTED       CGS
 JD0684  HISTORY     - 1963     GOOD             NGS
 JD0684
 JD0684                          STATION DESCRIPTION
 JD0684
 JD0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0684'5.6 MI W FROM SEDALIA.
 JD0684'ABOUT 5.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0684'THE STATION AT SEDALIA, 35 FEET NORTH OF THE NORTH RAIL, 20 FEET
 JD0684'SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 6 FEET NORTH OF A
 JD0684'TELEPHONE POLE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 3 FEET
 JD0684'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JD0684'POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0919 ***********************************************************************
 GE0919  DESIGNATION -  DRIFT
 GE0919  PID         -  GE0919
 GE0919  STATE/COUNTY-  MO/HOWELL
 GE0919  USGS QUAD   -  TRASK (1986)
 GE0919
 GE0919                         *CURRENT SURVEY CONTROL
 GE0919  ___________________________________________________________________
 GE0919* NAD 83(1997)-  36 58 36.90259(N)    091 45 01.72299(W)     ADJUSTED  
 GE0919* NAVD 88     -       346.5    (meters)    1137.     (feet)  VERTCON   
 GE0919  ___________________________________________________________________
 GE0919  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 GE0919  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GE0919
 GE0919  HORZ ORDER  -  SECOND
 GE0919
 GE0919.The horizontal coordinates were established by classical geodetic methods
 GE0919.and adjusted by the National Geodetic Survey in February 2000..
 GE0919
 GE0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0919
 GE0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0919
 GE0919.The geoid height was determined by GEOID03.
 GE0919
 GE0919;                    North         East     Units Scale Factor Converg.
 GE0919;SPC MO C     -   127,153.656   566,732.396   MT  0.99998817   +0 27 03.1
 GE0919;UTM  15      - 4,093,041.235   611,213.558   MT  0.99975237   +0 45 06.0
 GE0919
 GE0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0919!SPC MO C     -   0.99995026  x   0.99998817  =   0.99993843
 GE0919!UTM  15      -   0.99995026  x   0.99975237  =   0.99970264
 GE0919
 GE0919|---------------------------------------------------------------------|
 GE0919| PID    Reference Object                     Distance      Geod. Az  |
 GE0919|                                                           dddmmss.s |
 GE0919| CI0774 DRIFT RM 1                           12.846 METERS 05841     |
 GE0919| GE0920 DRIFT AZ MK                         292.564 METERS 21147     |
 GE0919| CI0775 DRIFT RM 2                           12.473 METERS 30608     |
 GE0919| GE0922 MOUNTAIN VIEW LOT                   APPROX. 2.0 KM 3400922.5 |
 GE0919|---------------------------------------------------------------------|
 GE0919
 GE0919                          SUPERSEDED SURVEY CONTROL
 GE0919
 GE0919  NAD 83(1997)-  36 58 36.91396(N)    091 45 01.72178(W) AD(       ) 2
 GE0919  NAD 83(1986)-  36 58 36.91406(N)    091 45 01.72167(W) AD(       ) 2
 GE0919  NAD 27      -  36 58 36.71720(N)    091 45 01.19929(W) AD(       ) 2
 GE0919  NGVD 29 (07/19/86)  346.4    (m)         1136.     (f) VERT ANG       
 GE0919
 GE0919.Superseded values are not recommended for survey control.
 GE0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0919.See file dsdata.txt to determine how the superseded data were derived.
 GE0919
 GE0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1121493041(NAD 83)
 GE0919_MARKER: Z = SEE DESCRIPTION
 GE0919_SETTING: 0 = UNSPECIFIED SETTING
 GE0919
 GE0919  HISTORY     - Date     Condition        Report By
 GE0919  HISTORY     - 1978     MONUMENTED       MOGS
 GE0919
 GE0919                          STATION DESCRIPTION
 GE0919
 GE0919'DESCRIBED BY MISSOURI GEODETIC SURVEY 1978 (JLO)
 GE0919'THE STATION IS LOCATED 5-1/4 MILES WEST OF THE HOWELL-SHANNON
 GE0919'COUNTY LINE, 5 MILES SOUTH OF THE HOWELL-TEXAS COUNTY LINE, 3
 GE0919'MILES WEST-SOUTHWEST OF MOUNTAIN VIEW AND ON THE SOUTH LINE OF
 GE0919'SECTION 30, T 27 N, R 7 W.
 GE0919'
 GE0919'TO REACH THE STATON FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GE0919'STATE ROUTE 17 IN MOUNTAIN VIEW, GO WEST ON U.S. HIGHWAY 60
 GE0919'FOR 2.35 MILES TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT
 GE0919'AND GO SOUTH FOR 1.1 MILES ITS JUNCTION WITH ANOTHER GRAVELED
 GE0919'ROAD.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO THE STATION.
 GE0919'TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO WEST ON THE
 GE0919'GRAVELED ROAD FOR 0.1 MILE TO AN INTERSECTION WITH ANOTHER
 GE0919'GRAVELED ROAD.  TURN LEFT AND GO SOUTH FOR 0.15 MILE TO THE
 GE0919'AZIMUTH MARK ON THE LEFT.
 GE0919'
 GE0919'THE STATION SURFACE MARK IS AN ALUMINUM MONUMENT COMPRISED OF
 GE0919'A HOLLOW PIPE, 2-3/8 INCHES IN DIAMETER WITH A BASE PLATE
 GE0919'AFFIXED TO THE BOTTOM AND A CAP, 3-1/4 INCHES IN DIAMETER
 GE0919'AFFIXED TO THE TOP WITH AN OVERALL LENGTH OF 36 INCHES.
 GE0919'CERAMIC MAGNETS ARE ATTACHED TO THE UNDERSIDE OF THE CAP AND
 GE0919'IN THE BASE PLATE.  THE CAP HAS (MISSOURI LAND SURVEY AND STATE
 GE0919'PROPERTY) INSCRIBED AROUND THE TOP AND IS STAMPED---DRIFT
 GE0919'1978---.  THE MONUMENT IS SET 5 INCHES BELOW THE SURFACE OF
 GE0919'THE GRAVELED ROAD WITH A MASS OF CONCRETE AROUND THE BASE AND
 GE0919'A COLLAR OF CONCRETE AROUND THE MONUMENT ABOUT 2 INCHES
 GE0919'BELOW THE CAP.  IT IS LOCATED IN THE APPROXIMATE CENTERLINE
 GE0919'OF THE COUNTY ROAD, 19.5 FEET NORTH OF A METAL WITNESS POST
 GE0919'AND SIGN, AND LIES ON A BEARING OF (S 20 DEGREES E) FROM THE
 GE0919'MOUNTAIN VIEW LOOKOUT TOWER AND (S 75 DEGREES E) FROM A
 GE0919'UTILITY POLE ON THE NORTH RIGHT-OF-WAY OF THE COUNTY ROAD.
 GE0919'BEARINGS TAKEN WITH A STAFF COMPASS USING 4.5 DEGREES
 GE0919'DECLINATION.  THE UNDERGROUND MARK IS A 24-INCH LONG
 GE0919'COPPER-WELD STEEL ROD, 9/16 INCH WITH A 1-1/2 INCH
 GE0919'DIAMETER BRASS HEAD WHICH IS FITTED INTO THE CENTER OF A
 GE0919'4-INCH SQUARE BRASS IDENTIFICATION PLATE WHICH HAS THE
 GE0919'CORNERS TURNED DOWN.  THE IDENTIFICATION PLATE HAS MISSOURI
 GE0919'STATE LAND SURVEY AUTHORITY AND STATE PROPERTY INSCRIBED
 GE0919'AROUND THE EDGE AND IS STAMPED---DRIFT 1978---.  THE MARK IS
 GE0919'42 INCHES BELOW THE ROAD SURFACE.
 GE0919'
 GE0919'REFERENCE MARK 1, IS AN ALUMINUM MONUMENT OF THE SAME DESIGN
 GE0919'AND CONFIGURATION AS THE STATION MARK AND IS STAMPED---DRIFT
 GE0919'R.M. 1 1978---.  THE MONUMENT IS SET WITH THE CAP PROJECTING
 GE0919'3 INCHES ABOVE THE GROUND SURFACE AND IS LOCATED 1.0 FOOT
 GE0919'SOUTH OF A WIRE FENCE AND ON THE NORTH RIGHT-OF-WAY.
 GE0919'
 GE0919'REFERENCE MARK2, IS AN ALUMINUM MONUMENT OF THE SAME DESIGN
 GE0919'AND CONFIGURATION AS THE STATION MARK AND IS STAMPED---DRIFT
 GE0919'R.M. 2 1978---.  THE MONUMENT IS SET WITH THE CAP PROJECTING
 GE0919'3 INCHES ABOVE THE GROUND SURFACE AND IS LOCATED 1.0 FOOT
 GE0919'SOUTH OF A WIRE FENCE AND ON THE NORTH RIGHT-OF-WAY.
 GE0919'
 GE0919'AZIMUTH MARK, IS AN ALUMINUM MONUMENT OF THE SAME DESIGN AND
 GE0919'CONFIGURATION AS THE STATION MARK AND IS STAMPED---DRIFT
 GE0919'AZIMUTH MARK 1978---, AND SET FLUSH WITH THE GROUND SURFACE.
 GE0919'A MASS OF CONCRETE IS PLACED AROUND THE BASE AND A COLLAR OF
 GE0919'CONCRETE IS PLACED AROUND THE MONUMENT ABOUT 3 INCHES BELOW
 GE0919'THE CAP.  IT IS LOCATED ON THE EAST SIDE OF A GRAVEL ROAD
 GE0919'ACROSS FROM A STONE HOUSE PRESENTLY OWNED BY T. GUY SIMPSON
 GE0919'AND IS 23.3 FEET NORTH-NORTHWEST OF A GATE POST AT THE NORTH
 GE0919'SIDE OF A FIELD ENTRANCE, 5.1 FEET NORTHWEST OF A METAL
 GE0919'WITNESS POST AND SIGN AND 1.8 FEET WEST OF A WIRE FENCE AND ON
 GE0919'THE EAST RIGHT-OF-WAY.
 GE0919'THE UNDERGROUND MARK IS A ROAD AND PLATE OF THE SAME
 GE0919'DESIGN AND CONFIGURATION AS THE UNDERGROUND STATION MARK AND
 GE0919'STAMPED---DRIFT AZIMUTH MARK 1978---.  IT IS SET
 GE0919'38 INCHES BELOW THE GROUND SURFACE.
 GE0919'
 GE0919'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0920 ***********************************************************************
 GE0920  DESIGNATION -  DRIFT AZ MK
 GE0920  PID         -  GE0920
 GE0920  STATE/COUNTY-  MO/HOWELL
 GE0920  USGS QUAD   -  TRASK (1986)
 GE0920
 GE0920                         *CURRENT SURVEY CONTROL
 GE0920  ___________________________________________________________________
 GE0920* NAD 83(1997)-  36 58 28.83453(N)    091 45 07.95192(W)     ADJUSTED  
 GE0920* NAVD 88     -       345.6    (meters)    1134.     (feet)  VERTCON   
 GE0920  ___________________________________________________________________
 GE0920  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GE0920  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 GE0920
 GE0920  HORZ ORDER  -  SECOND
 GE0920
 GE0920.The horizontal coordinates were established by classical geodetic methods
 GE0920.and adjusted by the National Geodetic Survey in February 2000..
 GE0920.No horizontal observational check was made to the station.
 GE0920
 GE0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0920
 GE0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0920
 GE0920.The geoid height was determined by GEOID03.
 GE0920
 GE0920;                    North         East     Units Scale Factor Converg.
 GE0920;SPC MO C     -   126,903.741   566,580.295   MT  0.99998792   +0 26 59.2
 GE0920;UTM  15      - 4,092,790.585   611,062.807   MT  0.99975195   +0 45 02.1
 GE0920
 GE0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0920!SPC MO C     -   0.99995040  x   0.99998792  =   0.99993832
 GE0920!UTM  15      -   0.99995040  x   0.99975195  =   0.99970236
 GE0920
 GE0920                          SUPERSEDED SURVEY CONTROL
 GE0920
 GE0920  NAD 83(1997)-  36 58 28.84590(N)    091 45 07.95072(W) AD(       ) 2
 GE0920  NAD 83(1986)-  36 58 28.84601(N)    091 45 07.95061(W) AD(       ) 2
 GE0920  NAD 27      -  36 58 28.64900(N)    091 45 07.42805(W) AD(       ) 2
 GE0920  NGVD 29 (07/19/86)  345.5    (m)         1134.     (f) VERT ANG       
 GE0920
 GE0920.Superseded values are not recommended for survey control.
 GE0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0920.See file dsdata.txt to determine how the superseded data were derived.
 GE0920
 GE0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1106392791(NAD 83)
 GE0920_MARKER: Z = SEE DESCRIPTION
 GE0920_SETTING: 0 = UNSPECIFIED SETTING
 GE0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0920
 GE0920  HISTORY     - Date     Condition        Report By
 GE0920  HISTORY     - 1978     MONUMENTED       MOGS
 GE0920
 GE0920                          STATION DESCRIPTION
 GE0920
 GE0920'DESCRIBED BY MISSOURI GEODETIC SURVEY 1978 (JLO)
 GE0920'THE STATION IS LOCATED 5-1/4 MILES WEST OF THE HOWELL-SHANNON
 GE0920'COUNTY LINE, 5 MILES SOUTH OF THE HOWELL-TEXAS COUNTY LINE, 3
 GE0920'MILES WEST-SOUTHWEST OF MOUNTAIN VIEW AND IN THE NORTHEAST
 GE0920'1/4 OF SECTION 31, T 27 N, R 7 W.
 GE0920'
 GE0920'TO REACH THE STATON FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GE0920'STATE ROUTE 17 IN MOUNTAIN VIEW, GO WEST ON U.S. HIGHWAY 60
 GE0920'FOR 2.35 MILES TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT
 GE0920'AND GO SOUTH FOR 1.1 MILES ITS JUNCTION WITH ANOTHER GRAVELED
 GE0920'ROAD.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO TRAVERSE
 GE0920'STATION DRIFT MOLS.  CONTINUE WEST ON THE
 GE0920'GRAVELED ROAD FOR 0.1 MILE TO AN INTERSECTION WITH ANOTHER
 GE0920'GRAVELED ROAD.  TURN LEFT AND GO SOUTH FOR 0.15 MILE TO THE
 GE0920'STATION MARK ON THE LEFT.
 GE0920'
 GE0920'THE STATION SURFACE MARK IS AN ALUMINUM MONUMENT COMPRISED OF
 GE0920'A HOLLOW PIPE, 2-3/8 INCHES IN DIAMETER WITH A BASE PLATE
 GE0920'AFFIXED TO THE BOTTOM AND A CAP, 3-1/4 INCHES IN DIAMETER
 GE0920'AFFIXED TO THE TOP WITH AN OVERALL LENGTH OF 36 INCHES.
 GE0920'CERAMIC MAGNETS ARE ATTACHED TO THE UNDERSIDE OF THE CAP AND
 GE0920'IN THE BASE PLATE.  THE CAP HAS (MISSOURI LAND SURVEY AND STATE
 GE0920'PROPERTY) INSCRIBED AROUND THE TOP AND IS STAMPED---DRIFT
 GE0920'AZIMUTH MARK 1978---, AND SET FLUSH WITH THE GROUND SURFACE.
 GE0920'A MASS OF CONCRETE IS PLACED AROUND THE BASE AND A COLLAR OF
 GE0920'CONCRETE IS PLACED AROUND THE MONUMENT ABOUT 3 INCHES BELOW
 GE0920'THE CAP.  IT IS LOCATED ON THE EAST SIDE OF A GRAVEL ROAD
 GE0920'ACROSS FROM A STONE HOUSE PRESENTLY OWNED BY T. GUY
 GE0920'SIMPSON AND IS 23.3 FEET NORTH-NORTHWEST OF A GATE POST AT
 GE0920'THE NORTH SIDE OF A FIELD ENTRANCE, 5.1 FEET NORTHWEST OF A
 GE0920'METAL WITNESS POST AND SIGN AND 1.8 FEET WEST OF A WIRE FENCE
 GE0920'AND ON THE EAST RIGHT-OF-WAY.  THE UNDERGROUND MARK IS A
 GE0920'24-INCH LONG COPPER-WELD STEEL ROD, 9/16 INCH
 GE0920'DIAMETER WITH A 1-1/2 BRASS HEAD WHICH IS FITTED INTO THE
 GE0920'CENTER OF A 4-INCH SQUARE BRASS IDENTIFICATION PLATE WHICH
 GE0920'HAS THE CORNERS TURNED DOWN.  THE IDENTIFICATION PLATE HAS
 GE0920'MISSOURI STATE LAND AUTHORITY AND STATE PROPERTY INSCRIBED
 GE0920'AROUND THE TOP AND IS STAMPED---DRIFT AZIMUTH MARK 1978---.
 GE0920'THE MARK IS SET 38
 GE0920'INCHES BELOW THE GROUND SURFACE.
 GE0920'
 GE0920'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1264 ***********************************************************************
 GD1264  DESIGNATION -  DRINKWATER
 GD1264  PID         -  GD1264
 GD1264  STATE/COUNTY-  MO/MISSISSIPPI
 GD1264  USGS QUAD   -  CHARLESTON (1993)
 GD1264
 GD1264                         *CURRENT SURVEY CONTROL
 GD1264  ___________________________________________________________________
 GD1264* NAD 83(1986)-  36 59 23.     (N)    089 15 14.     (W)     SCALED    
 GD1264* NAVD 88     -        97.751  (meters)     320.70   (feet)  ADJUSTED  
 GD1264  ___________________________________________________________________
 GD1264  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1264  DYNAMIC HT  -          97.679 (meters)     320.47  (feet)  COMP
 GD1264  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 GD1264
 GD1264  VERT ORDER  -  FIRST     CLASS I
 GD1264
 GD1264.The horizontal coordinates were scaled from a topographic map and have
 GD1264.an estimated accuracy of +/- 6 seconds.
 GD1264
 GD1264.The orthometric height was determined by differential leveling
 GD1264.and adjusted by the National Geodetic Survey in June 1991..
 GD1264
 GD1264.The geoid height was determined by GEOID03.
 GD1264
 GD1264.The dynamic height is computed by dividing the NAVD 88
 GD1264.geopotential number by the normal gravity value computed on the
 GD1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1264.degrees latitude (g = 980.6199 gals.).
 GD1264
 GD1264.The modeled gravity was interpolated from observed gravity values.
 GD1264
 GD1264;                    North         East    Units  Estimated Accuracy
 GD1264;SPC MO E     -   129,040.      360,930.      MT  (+/- 180 meters Scaled)
 GD1264
 GD1264                          SUPERSEDED SURVEY CONTROL
 GD1264
 GD1264  NGVD 29 (??/??/??)   97.633  (m)          320.32   (f) ADJUSTED    1 1
 GD1264
 GD1264.Superseded values are not recommended for survey control.
 GD1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1264.See file dsdata.txt to determine how the superseded data were derived.
 GD1264
 GD1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF994961(NAD 83)
 GD1264_MARKER: DB = BENCH MARK DISK
 GD1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD1264_SP_SET: DRILL IN A FLOODGATE
 GD1264_STAMPING: CE
 GD1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1264+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 GD1264
 GD1264  HISTORY     - Date     Condition        Report By
 GD1264  HISTORY     - UNK      MONUMENTED       DOD
 GD1264  HISTORY     - 20020815 GOOD             USACE
 GD1264
 GD1264                          STATION DESCRIPTION
 GD1264
 GD1264'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 GD1264'7.95 MI NORTH FROM BIRDS POINT.
 GD1264'7.95 MILES NORTH ALONG THE LEVEE ROAD FROM THE JUNCTION OF THE
 GD1264'LEVEES AT BIRDS POINT, SET IN THE TOP OF THE SOUTH HEADWALL OF THE
 GD1264'DRINKWATER SEWER FLOODGATE, 60.7 FT SOUTH OF THE CENTERLINE OF A
 GD1264'DIRT ROAD AT THE TOE OF THE LEVEE, 201 FT SOUTHWEST OF BENCH MARK
 GD1264'D 278, 160 FT WEST OF THE CENTER OF THE JUNCTION OF THE ROAD AND
 GD1264'COUNTY ROAD J.
 GD1264'ABOUT LEVEL WITH THE ROAD.
 GD1264
 GD1264                          STATION RECOVERY (2002)
 GD1264
 GD1264'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1020 ***********************************************************************
 HC1020  DESIGNATION -  DRY
 HC1020  PID         -  HC1020
 HC1020  STATE/COUNTY-  MO/REYNOLDS
 HC1020  USGS QUAD   -  REDFORD (1985)
 HC1020
 HC1020                         *CURRENT SURVEY CONTROL
 HC1020  ___________________________________________________________________
 HC1020* NAD 83(1997)-  37 18 13.05289(N)    090 58 26.13870(W)     ADJUSTED  
 HC1020* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 HC1020  ___________________________________________________________________
 HC1020  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 HC1020  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HC1020
 HC1020  HORZ ORDER  -  SECOND
 HC1020
 HC1020.The horizontal coordinates were established by classical geodetic methods
 HC1020.and adjusted by the National Geodetic Survey in February 2000..
 HC1020
 HC1020.The orthometric height was scaled from a topographic map.
 HC1020
 HC1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1020
 HC1020.The geoid height was determined by GEOID03.
 HC1020
 HC1020;                    North         East     Units Scale Factor Converg.
 HC1020;SPC MO E     -   163,252.185   207,985.930   MT  0.99995507   -0 17 14.0
 HC1020;UTM  15      - 4,130,479.951   679,562.667   MT  0.99999719   +1 13 41.5
 HC1020
 HC1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1020!SPC MO E     -   0.99994991  x   0.99995507  =   0.99990498
 HC1020!UTM  15      -   0.99994991  x   0.99999719  =   0.99994710
 HC1020
 HC1020|---------------------------------------------------------------------|
 HC1020| PID    Reference Object                     Distance      Geod. Az  |
 HC1020|                                                           dddmmss.s |
 HC1020| CI4330 DRY RM 2                             21.301 METERS 04442     |
 HC1020| CI4329 DRY RM 1                             27.881 METERS 28858     |
 HC1020| HC0776 PANTHER HILL LOOKOUT TOWER          APPROX. 5.3 KM 2974946.7 |
 HC1020| CI4328 DRY AZ MK                                          3382738.9 |
 HC1020|---------------------------------------------------------------------|
 HC1020
 HC1020                          SUPERSEDED SURVEY CONTROL
 HC1020
 HC1020  NAD 83(1986)-  37 18 13.06492(N)    090 58 26.13708(W) AD(       ) 2
 HC1020  NAD 27      -  37 18 12.89010(N)    090 58 25.69040(W) AD(       ) 2
 HC1020
 HC1020.Superseded values are not recommended for survey control.
 HC1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1020.See file dsdata.txt to determine how the superseded data were derived.
 HC1020
 HC1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB7956330480(NAD 83)
 HC1020_MARKER: DS = TRIANGULATION STATION DISK
 HC1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1020
 HC1020  HISTORY     - Date     Condition        Report By
 HC1020  HISTORY     - 1962     MONUMENTED       CGS
 HC1020  HISTORY     - 1963     GOOD             MOHC
 HC1020
 HC1020                          STATION DESCRIPTION
 HC1020
 HC1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1020'THE STATION IS ABOUT 4-1/2 MILES NORTH OF ELLINGTON, ABOUT 1-1/4
 HC1020'MILES EAST OF DRY VALLEY, IN THE NORTHWEST 1/4 OF SEC. 8, T. 30
 HC1020'N., R. 1 E., AND ON THE PROPERTY OF MR. RALPH ASBERRY.  IT IS 105
 HC1020'FEET SOUTHEAST OF A TWIN TRUNKED APPLE TREE, 40 FEET NORTHWEST
 HC1020'OF A 6 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE,
 HC1020'34 FEET NORTHWEST OF A WIRE FENCE, 34 FEET NORTHWEST OF A
 HC1020'WITNESS POST, 21 FEET SOUTHEAST OF A 5 INCH PEACH TREE, AND 14
 HC1020'FEET NORTHWEST OF THE CENTERLINE OF A FIELD ROAD.  THE
 HC1020'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED DRY 1962.
 HC1020'
 HC1020'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 21 AND 106 IN
 HC1020'ELLINGTON, GO NORTH ON STATE HIGHWAY 21 FOR 3.8 MILES TO A SIDE
 HC1020'ROAD RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 21 FOR 1.4 MILES TO
 HC1020'A WOODS ROAD LEFT AND A TRIANGULAR BLAZED TREE ON THE LEFT.
 HC1020'*TURN SHARP LEFT AND GO SOUTHEAST ON THE WOODS ROAD FOR 0.05
 HC1020'MILE TO A BOARD GATE AT THE WEST EDGE OF AN ORCHARD.  PASS
 HC1020'THROUGH THE GATE AND GO SOUTHEAST ALONG THE SOUTH SIDE OF THE
 HC1020'ORCHARD FOR 0.15 MILE TO A TRIANGULAR BLAZED OAK TREE ON THE
 HC1020'RIGHT AND THE STATION ON THE LEFT.
 HC1020'
 HC1020'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHERLY ON
 HC1020'STATE HIGHWAY 21 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HC1020'
 HC1020'REFERENCE MARK 1 IS 50 FEET NORTHWEST OF THE CENTERLINE OF THE
 HC1020'FIELD ROAD, 24 FEET NORTHWEST OF A 5 INCH PEACH TREE, AND 13 FEET
 HC1020'EAST OF THE TWIN TRUNKED APPLE TREE.  THE MONUMENT PROJECTS 3
 HC1020'INCHES AND THE DISK IS STAMPED DRY NO 1 1962.
 HC1020'
 HC1020'REFERENCE MARK 2 IS 61 FEET NORTHWEST OF THE CENTERLINE OF THE
 HC1020'FIELD ROAD, 24 FEET WEST OF A 6 INCH PEACH TREE, AND 11 FEET
 HC1020'SOUTH OF AN 8 INCH PEACH TREE.  THE BOULDER PROJECTS ABOUT 8
 HC1020'INCHES AND THE DISK IS STAMPED DRY NO 2 1962.
 HC1020'
 HC1020'THE AZIMUTH MARK IS 38 FEET NORTHWEST OF THE CENTERLINE OF STATE
 HC1020'HIGHWAY 21, 20 FEET NORTHEAST OF A 10 INCH OAK TREE, 7 FEET
 HC1020'SOUTHWEST OF AN 8 INCH PINE TREE, 2 FEET SOUTH OF A WITNESS POST,
 HC1020'AND 1 FOOT SOUTHEAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 4
 HC1020'INCHES AND THE DISK IS STAMPED DRY 1962.
 HC1020'
 HC1020'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HC1020
 HC1020                          STATION RECOVERY (1963)
 HC1020
 HC1020'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1963 (PEC)
 HC1020'ALL MARKS IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0566 ***********************************************************************
 GG0566  DESIGNATION -  DUANE RESET
 GG0566  PID         -  GG0566
 GG0566  STATE/COUNTY-  MO/NEWTON
 GG0566  USGS QUAD   -  GRANBY (1972)
 GG0566
 GG0566                         *CURRENT SURVEY CONTROL
 GG0566  ___________________________________________________________________
 GG0566* NAD 83(1997)-  36 57 25.75340(N)    094 18 57.93735(W)     ADJUSTED  
 GG0566* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 GG0566  ___________________________________________________________________
 GG0566  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 GG0566  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GG0566
 GG0566  HORZ ORDER  -  FIRST
 GG0566
 GG0566.The horizontal coordinates were established by classical geodetic methods
 GG0566.and adjusted by the National Geodetic Survey in February 2000..
 GG0566
 GG0566.The orthometric height was scaled from a topographic map.
 GG0566
 GG0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0566
 GG0566.The geoid height was determined by GEOID03.
 GG0566
 GG0566;                    North         East     Units Scale Factor Converg.
 GG0566;SPC MO W     -    87,730.561   866,378.031   MT  0.99994448   +0 06 38.0
 GG0566;UTM  15      - 4,090,928.451   382,830.603   MT  0.99976913   -0 47 28.9
 GG0566
 GG0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0566!SPC MO W     -   0.99994949  x   0.99994448  =   0.99989397
 GG0566!UTM  15      -   0.99994949  x   0.99976913  =   0.99971863
 GG0566
 GG0566|---------------------------------------------------------------------|
 GG0566| PID    Reference Object                     Distance      Geod. Az  |
 GG0566|                                                           dddmmss.s |
 GG0566| CI0779 DUANE RM 1                           10.744 METERS 00150     |
 GG0566| CI0781 DUANE RM 3                           10.778 METERS 00156     |
 GG0566| GG0562 DIAMOND MUNICIPAL TANK              APPROX. 4.1 KM 0025558.3 |
 GG0566| GG0564 DIAMOND OZARK PLINE SYSTEM TK       APPROX. 1.5 KM 0072635.0 |
 GG0566| CI0780 DUANE RM 2                           11.537 METERS 18023     |
 GG0566| GG0568 DUANE AZ MK                         APPROX. 0.6 KM 1833353.4 |
 GG0566|---------------------------------------------------------------------|
 GG0566
 GG0566                          SUPERSEDED SURVEY CONTROL
 GG0566
 GG0566  NAD 83(1997)-  36 57 25.75352(N)    094 18 57.93733(W) AD(       ) 1
 GG0566  NAD 83(1997)-  36 57 25.75375(N)    094 18 57.93753(W) AD(       ) 1
 GG0566  NAD 83(1997)-  36 57 25.76160(N)    094 18 57.94100(W) AD(       ) 1
 GG0566  NAD 83(1986)-  36 57 25.76748(N)    094 18 57.93536(W) AD(       ) 1
 GG0566  NAD 27      -  36 57 25.53300(N)    094 18 57.15070(W) AD(       ) 1
 GG0566
 GG0566.Superseded values are not recommended for survey control.
 GG0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0566.See file dsdata.txt to determine how the superseded data were derived.
 GG0566
 GG0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8283190928(NAD 83)
 GG0566_MARKER: DS = TRIANGULATION STATION DISK
 GG0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0566_SP_SET: SET INTO TOP OF CONCRETE POST
 GG0566_STAMPING: DUANE 1959 1976
 GG0566_MARK LOGO: NGS   
 GG0566_PROJECTION: RECESSED 5 CENTIMETERS
 GG0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0566+STABILITY: SURFACE MOTION
 GG0566
 GG0566  HISTORY     - Date     Condition        Report By
 GG0566  HISTORY     - 1976     MONUMENTED       NGS
 GG0566  HISTORY     - 19840202 GOOD             NGS
 GG0566
 GG0566                          STATION DESCRIPTION
 GG0566
 GG0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GG0566'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 GG0566'GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND LYING ON ITS SIDE
 GG0566'AND BURIED ONE FOOT BELOW THE GROUND NEAR ITS ORIGINAL LOCATION.
 GG0566'REFERENCE MARK 1 WAS FOUND TILTED OUT OF POSITION.  IT IS
 GG0566'BELIEVED THESE MARKS WERE DESTROYED WHEN A CABLE WAS BURIED IN
 GG0566'THE AREA.  NEW STATION MARKS WERE SET USING THE DISTANCE FROM
 GG0566'REFERENCE MARK 2 AND THE DIRECTION OF THE DIAMOND, MUNICIPAL WATER
 GG0566'TANK AND THE AZIMUTH MARK.  THE REFERENCE MARK 1 CONCRETE MONUMENT
 GG0566'WAS RESET VERTICAL AND STAMPED NO 3.
 GG0566'
 GG0566'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 GG0566'
 GG0566'THE STATION IS ABOUT 2.0 MILES SOUTH OF DIAMOND, ABOUT 5.0 MILES
 GG0566'NORTHWEST OF GRANBY, IN THE SOUTHWEST QUARTER OF SECTION 22, T 26 N.
 GG0566'R 31 W AND ON THE EAST RIGHT-OF-WAY OF US HIGHWAY ALT. 71.
 GG0566'
 GG0566'TO REACH THE STATION FROM THE JUNCTIONS OF US HIGHWAY ALT. 71, COUNTY
 GG0566'ROUTE J EAST AND COUNTY ROUTE V WEST IN DIAMOND, GO SOUTH ON HIGHWAY
 GG0566'ALT. 71 FOR 2.6 MILES TO THE STATION ON THE LEFT.
 GG0566'
 GG0566'THE STATION MARKS ARE STANDARD DISKS STAMPED DUANE 1959 1976.  THE
 GG0566'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 GG0566'2 INCHES BELOW THE GROUND SURFACE .  IT IS 40.2 FEET NORTH OF A
 GG0566'POWER POLE, 38 FEET EAST OF THE CENTER OF THE HIGHWAY, 4.6 FEET
 GG0566'WEST OF A NORTHSOUTH FENCELLINE AND 3.5 FEET SOUOTHWEST OF A METAL
 GG0566'WEST OF A NORTH-SOUTH FENCELILNE AND 3.5 FEET SOUTHWEST OF A METAL
 GG0566'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 GG0566'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 GG0566'
 GG0566'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUANE NO 2 1959, SET IN
 GG0566'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 GG0566'ABOVE THE GROUND SURFACE.  IT IS 38 FEET EAST OF THE CENTER OF THE
 GG0566'HIGHWAY, 4 FEET WEST OF THE NORTH-SOUTH FENCELINE AND 2.4 FEET
 GG0566'NORTH OF THE POWER POLE.
 GG0566'
 GG0566'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DUANE 1959 NO 3 1976,
 GG0566'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 GG0566'INCHES ABOVE THE GROUND SURFACE.  IT IS 38 FEET EAST OF THE CENTER
 GG0566'OF THE HIGHWAY AND 4 FEET WEST OF THE NORTH-SOUTH FENCELINE.
 GG0566'
 GG0566'THE AZIMIUTH MARK IS A STANDARD DISK STAMPED DUANE 1959, SET IN THE
 GG0566'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GG0566'GROUND SURFACE.  IT IS 28 FEET EAST-NORTHEAST OF A 30-INCH OAK
 GG0566'TREE, 28.5 FEET SOUTHEAST OF A POWER POLE, 39 FEET WEST OF THE
 GG0566'CENTER OF THE HIGHWAY AND 2 FEET WEST OF A METAL WITNESS POST.
 GG0566'
 GG0566'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON US HIGHWAY
 GG0566'ALT. 71 FOR 0.4 MILE TO A GRAVELED CROSSROAD AND THE AZIMUTH MARK ON
 GG0566'THE RIGHT IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 GG0566'
 GG0566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.0 MILES
 GG0566'SOUTH OF DIAMOND.
 GG0566
 GG0566                          STATION RECOVERY (1984)
 GG0566
 GG0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GG0566'THE SURFACE STATION MARK, RMS 2, 3 AND THE AZ MK WERE RECOVERED IN
 GG0566'GOOD CONDITION.  DUE TO ROAD CONSTRUCTION THE AZ MK WILL BE DESTROYED,
 GG0566'THEREFORE, AN AZ MK 2 WAS ESTABLISHED.  THE 1976 DESCRIPTION WAS
 GG0566'ADEQUATE FOR RECOVERY AND 1984 OBSERVATIONS AGREED WITH THE 1976 DATA.
 GG0566'DUE TO THE FAILURE OF AN ELECTRIC DISTANCE MEASURING INSTRUMENT, THE
 GG0566'NEW AZ MK WAS NOT POSITIONED THIS DATE. THE STATION WILL BE REVISITED
 GG0566'TO DO SO.  THE NEW AZ MK HAS AN UNDERGROUND MARK, 0.76 METERS (2.49
 GG0566'FT) BELOW THE SURFACE.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 GG0566'LOCATED ABOUT 8.0 KM (4.95 MI) NW OF GRANBY, 3.2 KM (2.00 MI) S OF
 GG0566'DIAMOND, IN THE SW 114, SEC 22, T26N, R 31W AND ON THE RIGHT-OF-WAY OF
 GG0566'D.S HWY ALTERNATE 71.  THE RESIDENT ENGINEER IS GARY MILLER AND THE
 GG0566'LOCAL OFFICE IS LOCATED ON S NEOSHO BOULEVARD IN NEOSHO.  TO REACH THE
 GG0566'STATION FROM THE JUNCTION OF STATE ROADS J AND V AND U.S HWY ALTERNATE
 GG0566'71, AT THE W EDGE OF DIAMOND, GO ON HWY ALTERNATE 71 FOR 4.18 KM (2.60
 GG0566'MI) TO THE STATION ON THE LEFT.
 GG0566' 
 GG0566'THE STATION IS A STANDARD CGS DISK STAMPED---DUANE 1959 1976---, SET
 GG0566'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 GG0566'DIAMETER, RECESSED 02 INCHES (5 CM) BELOW THE GROUND.  THE STATION IS
 GG0566'LOCATED 12.13 METERS (39.80 FT) N FROM A POWERLINE POLE, 11.6 METERS
 GG0566'(38.1 FT) E FROM A CENTERLINE OF THE HWY, 1.07 METERS (3.51 FT) SW
 GG0566'FROM A WITNESS POST.  RM NO 2, IS A STANDARD CGS DISK STAMPED---DUANE
 GG0566'NO 2 1959---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12
 GG0566'INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 GG0566'11.6 METERS (38.1 FT) E FROM THE CENTERLINE OF THE HWY, 12.19 METERS
 GG0566'(39.99 FT) S FROM THE WITNESS POST, 0.61 METERS (2.00 FT) N FROM A
 GG0566'POWERLINE POLE.  RM NO 3, IS A STANDARD CGS DISK STAMPED---DUANE 1959
 GG0566'NO 3 1976---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12
 GG0566'INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 GG0566'11.6 METERS (38.1 FT) E FROM THE CENTERLINE OF THE HWY, 9.85 METERS
 GG0566'(32.32 FT) N FROM THE WITNESS PIOST, AND 0.3 METERS (1.0 FT) HIGHER
 GG0566'THAN THE STATION.  AZ MK NO 2, IS A STANDARD NGS DISK STAMPED---DUANE
 GG0566'1959 NO 2 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUEMNT, 12
 GG0566'INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 GG0566'45.1 METERS (148.0 FT) N FROM THE CENTERLINE OF A GRAVELED ROAD, 2.745
 GG0566'METERS (9.006 FT) SE FROM A RIGHT-OF-WAY FENCE CORNER, 0.52 METERS
 GG0566'(1.71 FT) SW FROM THE NW/SE RIGHT-OF-WAY CORNER, 0.40 METERS (1.31 FT)
 GG0566'NW FROM A WITNES POST.  TO REACH THE AZ MK FROM THE STATION, GO S ON
 GG0566'THE HWY FOR 0.64 KM (0.40 MI) TO THE MARK ON THE LEFT, AT THE SE ANGLE
 GG0566'OF A ROAD INTERSECTION AND ABOUT 60 E OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1077 ***********************************************************************
 HD1077  DESIGNATION -  DUBLIN
 HD1077  PID         -  HD1077
 HD1077  STATE/COUNTY-  MO/PULASKI
 HD1077  USGS QUAD   -  CROCKER (1976)
 HD1077
 HD1077                         *CURRENT SURVEY CONTROL
 HD1077  ___________________________________________________________________
 HD1077* NAD 83(1997)-  37 52 38.62338(N)    092 22 16.25453(W)     ADJUSTED  
 HD1077* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 HD1077  ___________________________________________________________________
 HD1077  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HD1077  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HD1077
 HD1077  HORZ ORDER  -  FIRST
 HD1077
 HD1077.The horizontal coordinates were established by classical geodetic methods
 HD1077.and adjusted by the National Geodetic Survey in February 2000..
 HD1077
 HD1077.The orthometric height was scaled from a topographic map.
 HD1077
 HD1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1077
 HD1077.The geoid height was determined by GEOID03.
 HD1077
 HD1077;                    North         East     Units Scale Factor Converg.
 HD1077;SPC MO C     -   226,832.419   511,332.476   MT  0.99993491   +0 04 44.7
 HD1077;UTM  15      - 4,192,398.246   555,300.621   MT  0.99963767   +0 23 09.9
 HD1077
 HD1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1077!SPC MO C     -   0.99995040  x   0.99993491  =   0.99988531
 HD1077!UTM  15      -   0.99995040  x   0.99963767  =   0.99958808
 HD1077
 HD1077|---------------------------------------------------------------------|
 HD1077| PID    Reference Object                     Distance      Geod. Az  |
 HD1077|                                                           dddmmss.s |
 HD1077| CN6776 DUBLIN RM 1                          35.692 METERS 15111     |
 HD1077| CN6777 DUBLIN RM 2                          38.966 METERS 22510     |
 HD1077| CN6775 DUBLIN AZ MK                                       2382154.0 |
 HD1077|---------------------------------------------------------------------|
 HD1077
 HD1077                          SUPERSEDED SURVEY CONTROL
 HD1077
 HD1077  NAD 83(1986)-  37 52 38.63601(N)    092 22 16.25368(W) AD(       ) 1
 HD1077  NAD 27      -  37 52 38.49500(N)    092 22 15.63200(W) AD(       ) 1
 HD1077
 HD1077.Superseded values are not recommended for survey control.
 HD1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1077.See file dsdata.txt to determine how the superseded data were derived.
 HD1077
 HD1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB5530192398(NAD 83)
 HD1077_MARKER: DS = TRIANGULATION STATION DISK
 HD1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1077
 HD1077  HISTORY     - Date     Condition        Report By
 HD1077  HISTORY     - 1946     MONUMENTED       CGS
 HD1077  HISTORY     - 1972     GOOD             MJH
 HD1077
 HD1077                          STATION DESCRIPTION
 HD1077
 HD1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1077'LOCATED ABOUT 2-1/2 MILE NE OF RICHLAND, 0.1 E OF THE
 HD1077'ST LOUIS-SAN FRANCISCO RAILROAD RIGHT-OF-WAY, NEAR SECTION LINE
 HD1077'OF SECTIONS 4 AND 5, T. 36 N., R. 13 W. AND IN THE SOUTHEAST
 HD1077'CORNER OF DUBLIN SCHOOL YARD.  IT IS 57 FT. N OF CENTER-LINE
 HD1077'OF ROAD, 42 FT. EAST OF A 2 1/4-FT. OAK TREE AND 12 FT. NW OF A
 HD1077'WHITE WITNESS POST.  THE MARK PROJECTS 3 IN. AND THE DISC IS
 HD1077'STAMPED DUBLIN 1946.
 HD1077'
 HD1077'REACH FROM THE PULASKI COUNTY BANK AT RAILROAD STREET AND MAIN
 HD1077'IN RICHLAND, GO N AND E ON STATE HWY. 133 FOR 2.85 MILE,
 HD1077'(AZIMUTH MARK ON THE LEFT AT 2.6 MILE).  TO T-ROAD ON THE RIGHT
 HD1077'AND A R.R. CROSSING.  CROSS R.R. TRACKS AND TAKE RIGHT FORK
 HD1077'UP HILL FOR 0.1 MILE TO DUBLIN SCHOOL AND STATION SITE ON THE
 HD1077'RIGHT.
 HD1077'
 HD1077'UNDERGROUND-STATION MARK IS STAMPED DUBLIN 1946.
 HD1077'
 HD1077'REFERENCE MARK NO. 1 IS SE OF STATION, 117.10 FT., 39 FT. S
 HD1077'OF CENTER LINE OF ROAD, 1 FT. N OF FENCE LINE AND 18 FT. EAST
 HD1077'OF THE EAST GATE POST AT ENTRANCE TO A YARD.  MARK PROJECTS
 HD1077'3 IN. AND THE DISC IS STAMPED DUBLIN NO 1 1946.
 HD1077'
 HD1077'REFERENCE MARK NO. 2 IS S SW OF STATION 127.84 FT., 29 FT. S
 HD1077'OF CENTERLINE OF THE ROAD AND 6 IN. N OF FENCE LINE.  THE MARK
 HD1077'PROJECTS 2-1/2 IN. AND THE DISC IS STAMPED DUBLIN NO 2 1946.
 HD1077'
 HD1077'AZIMUTH MARK IS ON THE WESTERN SIDE OF STATE HIGHWAY 133, 27 FT.
 HD1077'FROM ITS CENTERLINE, 5.1 FT. N OF WITNESS POST AND 1 FT.
 HD1077'E OF FENCE LINE.  THE MARK PROJECTS 2 IN. AND IT IS STAMPED
 HD1077'DUBLIN 1946.
 HD1077'
 HD1077'ERA 1446 1935 (USGS BM ALSO USC AND GS BM) IS 946.12 FT.
 HD1077'W SW OF STATION NEAR THE INTERSECTION OF STATE HWY. 133 AND
 HD1077'THE ROAD TO THE STATION.  A TRAVERSE WAS MADE FROM TRIANGULATION
 HD1077'STATION DUBLIN TO THIS BM.
 HD1077'
 HD1077'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1077
 HD1077                          STATION RECOVERY (1972)
 HD1077
 HD1077'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1972 (ATL)
 HD1077'DUBLIN 1946 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1094 ***********************************************************************
 HD1094  DESIGNATION -  DUCK
 HD1094  PID         -  HD1094
 HD1094  STATE/COUNTY-  MO/PULASKI
 HD1094  USGS QUAD   -  RICHLAND (1976)
 HD1094
 HD1094                         *CURRENT SURVEY CONTROL
 HD1094  ___________________________________________________________________
 HD1094* NAD 83(1997)-  37 48 48.02754(N)    092 22 44.28383(W)     ADJUSTED  
 HD1094* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 HD1094  ___________________________________________________________________
 HD1094  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 HD1094  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HD1094
 HD1094  HORZ ORDER  -  FIRST
 HD1094
 HD1094.The horizontal coordinates were established by classical geodetic methods
 HD1094.and adjusted by the National Geodetic Survey in February 2000..
 HD1094
 HD1094.The orthometric height was scaled from a topographic map.
 HD1094
 HD1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1094
 HD1094.The geoid height was determined by GEOID03.
 HD1094
 HD1094;                    North         East     Units Scale Factor Converg.
 HD1094;SPC MO C     -   219,722.347   510,656.742   MT  0.99993473   +0 04 27.1
 HD1094;UTM  15      - 4,185,286.775   554,663.155   MT  0.99963680   +0 22 50.7
 HD1094
 HD1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1094!SPC MO C     -   0.99995743  x   0.99993473  =   0.99989216
 HD1094!UTM  15      -   0.99995743  x   0.99963680  =   0.99959425
 HD1094
 HD1094|---------------------------------------------------------------------|
 HD1094| PID    Reference Object                     Distance      Geod. Az  |
 HD1094|                                                           dddmmss.s |
 HD1094| CN6779 DUCK RM 1                            36.524 METERS 08642     |
 HD1094| CN6778 DUCK AZ MK                                         0985828.4 |
 HD1094| CN6780 DUCK RM 2                            39.667 METERS 32436     |
 HD1094| HD1092 RICHLAND MUNICIPAL TANK             APPROX. 5.5 KM 3350052.2 |
 HD1094|---------------------------------------------------------------------|
 HD1094
 HD1094                          SUPERSEDED SURVEY CONTROL
 HD1094
 HD1094  NAD 83(1986)-  37 48 48.04040(N)    092 22 44.28300(W) AD(       ) 1
 HD1094  NAD 27      -  37 48 47.89900(N)    092 22 43.67100(W) AD(       ) 1
 HD1094
 HD1094.Superseded values are not recommended for survey control.
 HD1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1094.See file dsdata.txt to determine how the superseded data were derived.
 HD1094
 HD1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB5466385287(NAD 83)
 HD1094_MARKER: DS = TRIANGULATION STATION DISK
 HD1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1094
 HD1094  HISTORY     - Date     Condition        Report By
 HD1094  HISTORY     - 1946     MONUMENTED       CGS
 HD1094
 HD1094                          STATION DESCRIPTION
 HD1094
 HD1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1094'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF RICHLAND,
 HD1094'0.5 MILE EAST OF THE MOUTH OF DUCK CREEK, ON THE INSIDE OF A BEND
 HD1094'OF THE GASCONADE RIVER, IN ABOUT THE CENTER OF THE
 HD1094'NORTHEAST 1/4, OF SEC. 32, T. 36 N., R. 13 W., ON THE WEST AXIS
 HD1094'OF A PROPOSED DAM SITE.  IT IS 21 FEET NORTHEAST OF THE
 HD1094'NORTHEAST CORNER OF A SMOKE HOUSE, 18 FEET NORTH OF GARDEN
 HD1094'FENCE AND ABOUT 6 PACES SOUTHEAST OF A SMALL POND.  THE MARK
 HD1094'PROJECTS 7 INCHES AND THE DISK IS STAMPED DUCK 1946.
 HD1094'
 HD1094'REFERENCE MARK NO. 1 IS 119.83 FEET EAST OF THE STATION, 17
 HD1094'FEET NORTH OF THE NORTH POST OF A GATE AND 1 FOOT WEST OF THE
 HD1094'FENCELINE.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 HD1094'DUCK 1946 NO 1.
 HD1094'
 HD1094'REFERENCE MARK NO. 2 IS 130.14 FEET NORTHWEST OF THE STATION AND
 HD1094'3 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD SHED.  THE
 HD1094'MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED DUCK 1946 NO 2.
 HD1094'
 HD1094'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, AND 1 FOOT WEST
 HD1094'OF AN NORTH AND SOUTH FENCE.  THE MARK PROJECTS 8 INCHES AND
 HD1094'THE DISK IS STAMPED DUCK 1946.
 HD1094'
 HD1094'TO REACH FROM THE COURTHOUSE IN WAYNESVILLE, GO SOUTHWEST ON
 HD1094'U.S. HIGHWAY NO. 66 FOR 13.9 MILES TO A NEW WHITE HOUSE WITH
 HD1094'BLUE ROOF AND POTTERY STAND ON THE RIGHT, TURN RIGHT (NORTH)
 HD1094'ON GRAVELED T ROAD FOR 0.9 MILE TO A ROAD FORKS, KEEP RIGHT FORK,
 HD1094'FOR 2.7 MILES TO WOODEN GATE ON THE RIGHT AND FARM BUILDINGS
 HD1094'ON TOP OF HILL, TURN RIGHT THROUGH GATE FOR 0.1 MILE TO FENCE
 HD1094'CORNER JUST EAST OF BARN, TURN LEFT FOR 0.05 MILE TO GATE
 HD1094'AT THE CORNER OF GARDEN, TURN LEFT THROUGH GATE FOR 100 FEET
 HD1094'TO STATION.
 HD1094'
 HD1094'TO REACH AZIMUTH MARK FROM STATION, GO EAST THROUGH GATE ACROSS
 HD1094'PASTURE FOR 0.25 MILE TO NORTH AND SOUTH FENCE AND MARK.
 HD1094'
 HD1094'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0031 ***********************************************************************
 GE0031  DESIGNATION -  DUDLEY
 GE0031  PID         -  GE0031
 GE0031  STATE/COUNTY-  MO/STODDARD
 GE0031  USGS QUAD   -  DUDLEY (1962)
 GE0031
 GE0031                         *CURRENT SURVEY CONTROL
 GE0031  ___________________________________________________________________
 GE0031* NAD 83(1997)-  36 47 19.05886(N)    090 05 37.85729(W)     ADJUSTED  
 GE0031* NAVD 88     -       108.602  (meters)     356.31   (feet)  ADJUSTED  
 GE0031  ___________________________________________________________________
 GE0031  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 GE0031  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GE0031  DYNAMIC HT  -         108.518 (meters)     356.03  (feet)  COMP
 GE0031  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 GE0031
 GE0031  HORZ ORDER  -  FIRST
 GE0031  VERT ORDER  -  SECOND    CLASS 0
 GE0031
 GE0031.The horizontal coordinates were established by classical geodetic methods
 GE0031.and adjusted by the National Geodetic Survey in February 2000..
 GE0031
 GE0031.The orthometric height was determined by differential leveling
 GE0031.and adjusted by the National Geodetic Survey in June 1991..
 GE0031
 GE0031.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0031
 GE0031.The geoid height was determined by GEOID03.
 GE0031
 GE0031.The dynamic height is computed by dividing the NAVD 88
 GE0031.geopotential number by the normal gravity value computed on the
 GE0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0031.degrees latitude (g = 980.6199 gals.).
 GE0031
 GE0031.The modeled gravity was interpolated from observed gravity values.
 GE0031
 GE0031;                    North         East     Units Scale Factor Converg.
 GE0031;SPC MO E     -   106,073.883   286,249.652   MT  0.99994952   +0 14 35.6
 GE0031;UTM  15      - 4,075,365.039   759,323.573   MT  1.00042857   +1 44 28.9
 GE0031
 GE0031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0031!SPC MO E     -   0.99998747  x   0.99994952  =   0.99993699
 GE0031!UTM  15      -   0.99998747  x   1.00042857  =   1.00041604
 GE0031
 GE0031:                Primary Azimuth Mark                     Grid Az
 GE0031:SPC MO E     -  MEMPHIS ST LOUIS AIRWAY BCN 47           030 17 45.8
 GE0031:UTM  15      -  MEMPHIS ST LOUIS AIRWAY BCN 47           028 47 52.5
 GE0031
 GE0031|---------------------------------------------------------------------|
 GE0031| PID    Reference Object                     Distance      Geod. Az  |
 GE0031|                                                           dddmmss.s |
 GE0031| GD1862 MEMPHIS ST LOUIS AIRWAY BCN 47      APPROX.26.1 KM 0303221.4 |
 GE0031| GD1859 MEMPHIS ST LOUIS AIRWAY BCN 46      APPROX.14.3 KM 0705922.4 |
 GE0031| CI4340 DUDLEY RM 1                          44.528 METERS 29345     |
 GE0031| CI4339 DUDLEY AZ MK                                       3183755.8 |
 GE0031| GE0936 P 5 2                                25.903 METERS 34618     |
 GE0031|---------------------------------------------------------------------|
 GE0031
 GE0031                          SUPERSEDED SURVEY CONTROL
 GE0031
 GE0031  NAD 83(1997)-  36 47 19.06019(N)    090 05 37.85780(W) AD(       ) 1
 GE0031  NAD 83(1997)-  36 47 19.06436(N)    090 05 37.85532(W) AD(       ) 1
 GE0031  NAD 83(1986)-  36 47 19.06990(N)    090 05 37.85649(W) AD(       ) 1
 GE0031  NAD 27      -  36 47 18.87500(N)    090 05 37.50900(W) AD(       ) 1
 GE0031  NGVD 29 (??/??/92)  108.623  (m)          356.37   (f) ADJ UNCH    2 0
 GE0031
 GE0031.Superseded values are not recommended for survey control.
 GE0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0031.See file dsdata.txt to determine how the superseded data were derived.
 GE0031
 GE0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5932475365(NAD 83)
 GE0031_MARKER: Q = CHISELED SQUARE
 GE0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0031_SP_SET: PORCH
 GE0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0031
 GE0031  HISTORY     - Date     Condition        Report By
 GE0031  HISTORY     - 1938     MONUMENTED       CGS
 GE0031  HISTORY     - 1933     GOOD             NGS
 GE0031  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0031
 GE0031                          STATION DESCRIPTION
 GE0031
 GE0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 GE0031'STATION IS IN THE SOUTH EDGE OF DUDLEY, IN THE NW 1/4 SEC.
 GE0031'28, T. 25 N., R. 9 E., 18.5 FEET SOUTHWEST OF THE NORTHWEST
 GE0031'CORNER OF J.C. EDMONDSONS STORE, ABOUT 30 FEET SOUTH OF
 GE0031'THE CENTER LINE OF THE ROAD, AND ABOUT 100 FEET SOUTH OF CENTER
 GE0031'LINE OF THE MAIN LINE OF THE MISSOURI PACIFIC RAILROAD.
 GE0031'THE MARK IS SET FLUSH WITH THE GROUND.
 GE0031'
 GE0031'STATION WAS REACHED FROM THE POST OFFICE IN DUDLEY BY GOING
 GE0031'SOUTH ON MAIN STREET FOR 1 BLOCK.  JUST AFTER CROSSING
 GE0031'RAILROAD TRACKS TURN RIGHT OR WEST AND GO 100 FEET TO THE
 GE0031'STATION ON THE SOUTH SIDE OF THE STREET.
 GE0031'
 GE0031'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GE0031'BRONZE DISKS SET IN CONCRETE.
 GE0031'
 GE0031'REFERENCE MARK NO. 1 IS WEST-NORTHWEST OF THE STATION, 8
 GE0031'FEET EAST OF A TELEGRAPH POLE, 33 FEET SOUTH OF THE SOUTH
 GE0031'RAIL OF THE RAILROAD TRACKS, 30 FEET NORTH OF THE CENTER
 GE0031'LINE, AND PROJECTS 6 INCHES.
 GE0031'
 GE0031'U.S.E.D. *P-5-2 WAS USED AS THE OTHER REFERENCE MARK.  IT
 GE0031'IS NORTH OF THE STATION, 20 FEET NORTHWEST OF THE TELEGRAPH
 GE0031'POLE, 20 FEET SOUTH OF THE MAIN LINE OF RAILROAD TRACKS,
 GE0031'AND PROJECTS 2 INCHES.
 GE0031'
 GE0031'DISTANCE BETWEEN REFERENCE MARKS - 116 FEET.
 GE0031'
 GE0031'THE AZIMUTH MARK IS NORTHWEST OF THE STATION IN THE NORTH
 GE0031'RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 60, ABOUT 40 FEET
 GE0031'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 60 WHERE A
 GE0031'GRAVEL ROAD COMES IN FROM THE EAST.  THE MARK PROJECTS 6
 GE0031'INCHES.
 GE0031'
 GE0031'A 100-FOOT TOWER CLEARED ALL LINES.
 GE0031'
 GE0031'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 GE0031
 GE0031                          STATION RECOVERY (1933)
 GE0031
 GE0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 GE0031'AT DUDLEY.
 GE0031'AT DUDLEY, STODDARD COUNTY, AT THE DUDLEY STORE COMPANY BUILDING
 GE0031'ON THE CONCRETE PORCH, AND 7 FEET EAST OF THE NORTHWEST CORNER.
 GE0031'A CHISELED SQUARE.
 GE0031
 GE0031                          STATION RECOVERY (2002)
 GE0031
 GE0031'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0954 ***********************************************************************
 HE0954  DESIGNATION -  DUENWEG
 HE0954  PID         -  HE0954
 HE0954  STATE/COUNTY-  MO/JASPER
 HE0954  USGS QUAD   -  JOPLIN EAST (1978)
 HE0954
 HE0954                         *CURRENT SURVEY CONTROL
 HE0954  ___________________________________________________________________
 HE0954* NAD 83(1997)-  37 05 48.90794(N)    094 25 19.10743(W)     ADJUSTED  
 HE0954* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 HE0954  ___________________________________________________________________
 HE0954  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 HE0954  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HE0954
 HE0954  HORZ ORDER  -  FIRST
 HE0954
 HE0954.The horizontal coordinates were established by classical geodetic methods
 HE0954.and adjusted by the National Geodetic Survey in February 2000..
 HE0954
 HE0954.The orthometric height was scaled from a topographic map.
 HE0954
 HE0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0954
 HE0954.The geoid height was determined by GEOID03.
 HE0954
 HE0954;                    North         East     Units Scale Factor Converg.
 HE0954;SPC MO W     -   103,227.572   856,935.967   MT  0.99994177   +0 02 49.4
 HE0954;UTM  15      - 4,106,569.897   373,635.518   MT  0.99979671   -0 51 28.1
 HE0954
 HE0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0954!SPC MO W     -   0.99995269  x   0.99994177  =   0.99989447
 HE0954!UTM  15      -   0.99995269  x   0.99979671  =   0.99974941
 HE0954
 HE0954:                Primary Azimuth Mark                     Grid Az
 HE0954:SPC MO W     -  HERCULES POWDER CO TANK                  034 53 34.9
 HE0954:UTM  15      -  HERCULES POWDER CO TANK                  035 47 52.4
 HE0954
 HE0954|---------------------------------------------------------------------|
 HE0954| PID    Reference Object                     Distance      Geod. Az  |
 HE0954|                                                           dddmmss.s |
 HE0954| HE0965 HERCULES POWDER CO TANK             APPROX. 7.2 KM 0345624.3 |
 HE0954| HE0949 CARTHAGE JASPER COUNTY CTHSE ANTENN APPROX.13.3 KM 0481629.8 |
 HE0954| HE0946 CARTHAGE FIRST METH CH SPIRE        APPROX.13.0 KM 0485323.0 |
 HE0954| HE0942 CARTHAGE MUNICIPAL TANK             APPROX.11.7 KM 0565137.9 |
 HE0954| CN6781 DUENWEG AZ MK                                      1840858.5 |
 HE0954| CQ5530 DUENWEG RM 1                         37.298 METERS 21153     |
 HE0954| HE1038 JOPLIN MUN WATER WKS STK            APPROX. 9.8 KM 2510148.0 |
 HE0954| HE1046 JOPLIN MUN WATER WKS SPIPE          APPROX. 9.8 KM 2510942.9 |
 HE0954| HE1050 JOPLIN ROGERS IRON WKS SPIPE        APPROX. 8.6 KM 2545826.0 |
 HE0954| HE1052 JOPLIN INTST GROCERY CO TANK        APPROX. 8.4 KM 2562726.4 |
 HE0954| HE1049 JOPLIN MINERS ICE FUEL CO STK       APPROX. 8.1 KM 2570037.1 |
 HE0954| HE1042 JOPLIN RADIO STATION WMBH MAST      APPROX.10.9 KM 2573637.4 |
 HE0954| HE1051 JOPLIN PURKETTS LAUNDRY STACK       APPROX. 8.4 KM 2574441.4 |
 HE0954| HE1045 JOPLIN THOMAS FRUIT CO STACK        APPROX. 7.8 KM 2590954.6 |
 HE0954| HE1053 JOPLIN KEYSTONE HOTEL LNDRY TK      APPROX. 8.1 KM 2623048.1 |
 HE0954| HE1047 JOPLIN FIRST METH CHURCH SPIRE      APPROX. 8.6 KM 2632130.0 |
 HE0954| HE1043 JOPLIN EAGLE PICHER LEAD CO TK      APPROX. 9.4 KM 2691532.0 |
 HE0954| HE0966 WEBB CITY SW MO RR PWR PLT STK      APPROX. 7.3 KM 3193552.4 |
 HE0954| HE0964 WEBB CITY MUNICIPAL STANDPIPE       APPROX. 6.0 KM 3243228.6 |
 HE0954| CQ5531 DUENWEG RM 2                         32.257 METERS 32624     |
 HE0954|---------------------------------------------------------------------|
 HE0954
 HE0954                          SUPERSEDED SURVEY CONTROL
 HE0954
 HE0954  NAD 83(1997)-  37 05 48.90796(N)    094 25 19.10743(W) AD(       ) 1
 HE0954  NAD 83(1997)-  37 05 48.91503(N)    094 25 19.10995(W) AD(       ) 1
 HE0954  NAD 83(1986)-  37 05 48.92259(N)    094 25 19.10504(W) AD(       ) 1
 HE0954  NAD 27      -  37 05 48.70500(N)    094 25 18.29700(W) AD(       ) 1
 HE0954
 HE0954.Superseded values are not recommended for survey control.
 HE0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0954.See file dsdata.txt to determine how the superseded data were derived.
 HE0954
 HE0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7363606570(NAD 83)
 HE0954_MARKER: DS = TRIANGULATION STATION DISK
 HE0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0954
 HE0954  HISTORY     - Date     Condition        Report By
 HE0954  HISTORY     - 1935     MONUMENTED       CGS
 HE0954  HISTORY     - 1960     GOOD             CGS
 HE0954  HISTORY     - 1961     MARK NOT FOUND   USGS
 HE0954
 HE0954                          STATION DESCRIPTION
 HE0954
 HE0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0954'STATION IS ABOUT 4 MILES SE OF WEBB CITY, 5 MILES E OF JOPLIN,
 HE0954'8 MILES SW OF CARTHAGE, 1/2 MILE W AND 1 MILE N OF DUENWEG, AND 1
 HE0954'MILE N OF STATE HIGHWAY 38, 80 YARDS S OF THE NW CORNER OF
 HE0954'SEC. 3, T 27 N, R 32 W, ON LAND OWNED AND OCCUPIED BY THE
 HE0954'SOUTHWEST MISSOURI RAILROAD.  MARK IS SET IN PLOT BETWEEN N
 HE0954'AND S ROAD AND RAILROAD, 33 FEET E OF THE CENTER LINE OF THE
 HE0954'ROAD, 24 FEET W OF THE W RAIL OF THE RAILROAD.  MARK PROJECTS 8
 HE0954'INCHES.
 HE0954'
 HE0954'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0954'BRONZE DISKS SET IN CONCRETE.
 HE0954'
 HE0954'REFERENCE MARK NO. 1 IS SW OF THE STATION, 1 FOOT E OF THE
 HE0954'RIGHT-OF-WAY FENCE LINE, 24 FEET W OF THE CENTER LINE OF THE
 HE0954'ROAD.  MARK PROJECTS 8 INCHES.
 HE0954'
 HE0954'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT E OF THE
 HE0954'RIGHT-OF-WAY FENCE LINE, 24 FEET W OF THE CENTER LINE OF THE
 HE0954'ROAD, 149 FEET S OF THE CROSSROADS.  MARK PROJECTS 4 INCHES.
 HE0954'
 HE0954'AZIMUTH MARK IS SSW OF THE STATION, 21 FEET W OF THE CENTER
 HE0954'LINE OF THE ROAD, 1 FOOT E OF THE RIGHT-OF-WAY FENCE LINE.  MARK
 HE0954'PROJECTS 8 INCHES.
 HE0954'
 HE0954'STATION IS REACHED FROM JOPLIN AT INTERSECTION OF U.S. HIGHWAY
 HE0954'71 AND STATE HIGHWAY 38, GO E ON HIGHWAY 38, 5.05 MILES TO
 HE0954'CROSSROADS, THENCE N 1.0 MILE TO STATION ON RIGHT.
 HE0954'
 HE0954'ALL LIGHTS COME INTO VIEW AT 32 FEET.
 HE0954
 HE0954                          STATION RECOVERY (1960)
 HE0954
 HE0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 HE0954'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 HE0954'WERE RECOVERED AS DESCRIBED ON PAGE 12 OF DESCROPTION OF
 HE0954'TRIANGULATION STATIONS, AND ALL WERE FOUND TO BE IN GOOD
 HE0954'CONDITION.
 HE0954'
 HE0954'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 HE0954'
 HE0954'THE TO REACH DESCRIPTION STATION IS REACHED FROM JOPLIN AT
 HE0954'INTERSECTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY 38, GO
 HE0954'EAST ON HIGHWAY 38, 5.05 MILES TO CROSSROADS, THENCE N 1.0 MILE
 HE0954'TO STATION ON RIGHT, SHOULD READ STATION IS REACHED FROM
 HE0954'JOPLIN AT INTERSECTION OF U.S. HIGHWAY 71 AND U.S. HIGHWAY 166,
 HE0954'GO EAST ON HIGHWAY 166 3.00 MILES TO CROSSROADS, THENCE N 1.0
 HE0954'MILE TO STATION ON RIGHT.  THE RAIL-ROAD TRACKS ARE GONE.
 HE0954
 HE0954                          STATION RECOVERY (1961)
 HE0954
 HE0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HE0954'STATION NOT FOUND.  BOTH SURFACE AND UNDERGROUND MARKS WERE
 HE0954'NOT FOUND.  THE RAILROAD JUST EAST OF THE MARK HAS BEEN REMOVED.
 HE0954'A GAS PIPELINE HAS BEEN PLACED UNDERGROUND JUST WEST OF THE
 HE0954'STATION.  GRADING HAS LOWERED THE NORMAL GROUND ABOUT 2 FEET.
 HE0954'DISTANCES WERE TAPED FROM BOTH REFERENCE MARKS, IN GOOD
 HE0954'CONDITION, AND A HOLE APPROX. 2 FEET IN DIAMETER WAS DUG TO A
 HE0954'DEPTH OF THREE AND ONE-HALF FEET WITHOUT DISCOVERING ANY
 HE0954'EVIDENCE OF THE MARKS PRESENCE OR DESTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0844 ***********************************************************************
 LD0844  DESIGNATION -  DUKES
 LD0844  PID         -  LD0844
 LD0844  STATE/COUNTY-  MO/CLARK
 LD0844  USGS QUAD   -  KAHOKA SE (1975)
 LD0844
 LD0844                         *CURRENT SURVEY CONTROL
 LD0844  ___________________________________________________________________
 LD0844* NAD 83(1997)-  40 20 25.62283(N)    091 37 19.66622(W)     ADJUSTED  
 LD0844* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LD0844  ___________________________________________________________________
 LD0844  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LD0844  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0844
 LD0844  HORZ ORDER  -  FIRST
 LD0844
 LD0844.The horizontal coordinates were established by classical geodetic methods
 LD0844.and adjusted by the National Geodetic Survey in February 2000..
 LD0844
 LD0844.The orthometric height was scaled from a topographic map.
 LD0844
 LD0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0844
 LD0844.The geoid height was determined by GEOID03.
 LD0844
 LD0844;                    North         East     Units Scale Factor Converg.
 LD0844;SPC MO E     -   500,853.254   154,659.969   MT  1.00004519   -0 43 35.2
 LD0844;SPC IL W     -   408,805.382   576,336.953   MT  1.00012936   -0 56 32.2
 LD0844;SPC IL W     - 1,341,222.32  1,890,865.49   sFT  1.00012936   -0 56 32.2
 LD0844;SPC IA S     -    39,529.502   659,556.592   MT  1.00006021   +1 14 13.0
 LD0844;UTM  15      - 4,466,456.052   617,030.274   MT  0.99976859   +0 53 31.3
 LD0844
 LD0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0844!SPC MO E     -   0.99997193  x   1.00004519  =   1.00001711
 LD0844!SPC IL W     -   0.99997193  x   1.00012936  =   1.00010128
 LD0844!SPC IA S     -   0.99997193  x   1.00006021  =   1.00003213
 LD0844!UTM  15      -   0.99997193  x   0.99976859  =   0.99974052
 LD0844
 LD0844:                Primary Azimuth Mark                     Grid Az
 LD0844:SPC MO E     -  DUKES RM 1 AZIMUTH                       001 41 42.9
 LD0844:SPC IL W     -  DUKES RM 1 AZIMUTH                       001 54 39.9
 LD0844:SPC IA S     -  DUKES RM 1 AZIMUTH                       359 43 54.7
 LD0844:UTM  15      -  DUKES RM 1 AZIMUTH                       000 04 36.4
 LD0844
 LD0844|---------------------------------------------------------------------|
 LD0844| PID    Reference Object                     Distance      Geod. Az  |
 LD0844|                                                           dddmmss.s |
 LD0844| CL8407 DUKES RM 1 AZIMUTH                                 0005807.7 |
 LD0844| CL8406 DUKES AZ MK 2                                      0011138.5 |
 LD0844| LD0841 LEE CITY POOR FARM WATER TANK       APPROX.19.9 KM 0472946.8 |
 LD0844| CL8409 DUKES RM 3                           23.680 METERS 05004     |
 LD0844| CL8410 DUKES RM 4                           20.890 METERS 05812     |
 LD0844| LD0842 KEOKUK ST PETERS CATH CHURCH        APPROX.20.7 KM 0721518.5 |
 LD0844| LD0834 HAMILTON MUNICIPAL TANK             APPROX.25.4 KM 0753929.0 |
 LD0844| LD0839 WARSAW MUNICIPAL TANK               APPROX.16.4 KM 0831401.6 |
 LD0844| LD0828 TIOGA CHURCH SPIRE                  APPROX.27.6 KM 1213717.9 |
 LD0844| CL8411 DUKES RM 5                           24.275 METERS 13406     |
 LD0844| CL8408 DUKES RM 2                           25.003 METERS 13518     |
 LD0844| LD0845 KAHOKA MUNICIPAL TANK               APPROX.12.2 KM 3171705.4 |
 LD0844|---------------------------------------------------------------------|
 LD0844
 LD0844                          SUPERSEDED SURVEY CONTROL
 LD0844
 LD0844  NAD 83(1997)-  40 20 25.62286(N)    091 37 19.66667(W) AD(       ) 1
 LD0844  NAD 83(1997)-  40 20 25.62274(N)    091 37 19.66653(W) AD(       ) 1
 LD0844  NAD 83(1986)-  40 20 25.63351(N)    091 37 19.66896(W) AD(       ) 1
 LD0844  NAD 27      -  40 20 25.47390(N)    091 37 19.08890(W) AD(       ) 1
 LD0844
 LD0844.Superseded values are not recommended for survey control.
 LD0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0844.See file dsdata.txt to determine how the superseded data were derived.
 LD0844
 LD0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE1703066456(NAD 83)
 LD0844_MARKER: DS = TRIANGULATION STATION DISK
 LD0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0844
 LD0844  HISTORY     - Date     Condition        Report By
 LD0844  HISTORY     - 1931     MONUMENTED       CGS
 LD0844  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LD0844  HISTORY     - 1967     GOOD             CGS
 LD0844
 LD0844                          STATION DESCRIPTION
 LD0844
 LD0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0844'ABOUT 13 MILES SOUTHWEST OF KEOKUK, IOWA, 5 MILES SOUTH OF
 LD0844'WAYLAND, ON LAND OWNED AND OCCUPIED BY MRS. DOROTHY DUKES,
 LD0844'IN SMALL ODD LOT DIRECTLY EAST OF OLD HOUSE NOW USED AS
 LD0844'CHICKEN HOUSE, 12 METERS (39 FEET) WEST OF CENTER LINE OF
 LD0844'DIRT ROAD, AND 16-3/4 METERS (55 FEET) SOUTH-SOUTHWEST OF
 LD0844'RED GATE LEADING INTO DUKES FARMYARD.  TO REACH FROM WAYLAND,
 LD0844'GO SOUTH 3.3 MILES ON ROUTE 61 OR 0.3 MILE BEYOND SUGAR
 LD0844'CREEK BRIDGE, TURN WEST 1.8 MILES ON DIRT ROAD, AND SOUTH
 LD0844'ONE-THIRD MILE TO STATION SITE.  SURFACE AND UNDERGROUND
 LD0844'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 LD0844'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 LD0844'CONCRETE.  NO. 1 IS ABOUT 2 FEET SOUTHWEST OF NORTHEAST
 LD0844'CORNER OF HEDGE LINE, 10 METERS (33 FEET) SOUTHWEST OF
 LD0844'INTERSECTION OF CENTER LINES OF CROSSROADS, AND APPROXIMATELY
 LD0844'ONE-THIRD MILE FROM STATION.
 LD0844'NO. 2 IS AT FENCE LINE, 7 METERS (23 FEET) EAST OF
 LD0844'CENTER LINE OF ROAD, AND 25.02 METERS (82.1 FEET) FROM STATION.
 LD0844
 LD0844                          STATION RECOVERY (1934)
 LD0844
 LD0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0844'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 LD0844'
 LD0844'ONE NEW REFERENCE MARK ESTABLISHED.
 LD0844'
 LD0844'THIS STATION IS ABOUT 13 MILES SW OF KEOKUK, ABOUT 5 MILES
 LD0844'S OF WAYLAND, IN THE SW 1/4 SECTION 13, T. 64 N., R. 7 W.,
 LD0844'ON LAND OWNED AND OCCUPIED BY MRS. DOROTHY DUKES.  THE MARK
 LD0844'IS SET IN A SMALL GARDEN PLOT DIRECTLY E OF A CHICKEN HOUSE
 LD0844'AND ENCLOSURE, 36 FEET W OF THE CENTER OF THE ROAD, 19 FEET
 LD0844'NNE OF A 16-INCH PINE TREE.  THE MARK WAS RAISED 6 INCHES
 LD0844'AT THE REQUEST OF THE LAND OWNERS AND CHANGED FROM A CONCRETE
 LD0844'BLOCK TO A CONCRETE CYLINDER THE ORIGINAL MARK WAS NOT
 LD0844'DISTURBED.  IT NOW PROJECTS 14 INCHES.
 LD0844'
 LD0844'REFERENCE MARK NO. 1 IS N OF THE STATION IN THE SW CORNER
 LD0844'OF ROAD INTERSECTION.  IT IS 27 FEET S OF THE CENTER OF E-W
 LD0844'ROAD, 30 FEET W OF THE CENTER OF N-S ROAD AND PROJECTS 8 INCHES.
 LD0844'
 LD0844'REFERENCE MARK NO. 2 IS SE OF THE STATION ON THE E EDGE OF
 LD0844'THE RIGHT-OF-WAY OF N-S ROAD, 1 FOOT W OF HEDGE FENCE, 20
 LD0844'FEET E OF THE CENTER OF ROAD AND PROJECTS 3 INCHES.
 LD0844'
 LD0844'REFERENCE MARK NO. 3 (1934) A STANDARD DISK SET IN A CONCRETE
 LD0844'CYLINDER IS NE OF THE STATION, IN HEDGE FENCE ON THE E EDGE
 LD0844'OF THE RIGHT-OF-WAY, 21 FEET E OF THE CENTER OF THE ROAD,
 LD0844'6 FEET E OF DITCH BANK AND PROJECTS 6 INCHES.
 LD0844'
 LD0844'STATION IS REACHED FROM WAYLAND BY GOING S 3.3 MILES TO SIDE
 LD0844'ROAD LEADING W.  THIS ROAD IS 0.2 MILE N OF THE SUGAR CREEK
 LD0844'BRIDGE ON U.S. HIGHWAY 61.  HERE TURN W AND GO 1.8 MILES TO
 LD0844'CROSS ROAD.  TURN S AND GO 0.3 MILE TO STATION ON RIGHT.
 LD0844'REACHED FROM CANTON BY GOING N ON U.S. HIGHWAY 61, 15.9
 LD0844'MILES TO SIDE ROAD TO W.  THENCE AS ABOVE.
 LD0844'
 LD0844'A 77-FOOT TOWER WAS USED.
 LD0844'
 LD0844'A LIGHT 60 FEET ABOVE STATION WILCOX IS VISIBLE FROM THE
 LD0844'GROUND.
 LD0844'
 LD0844'LIGHTS 87 FEET ABOVE STATIONS FINWAY AND MOTT ARE VISIBLE
 LD0844'FROM THE GROUND.
 LD0844'
 LD0844'A LIGHT 87 FEET ABOVE STATION KINKADE COMES INTO VIEW 20
 LD0844'FEET ABOVE THE GROUND.
 LD0844
 LD0844                          STATION RECOVERY (1967)
 LD0844
 LD0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LD0844'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LD0844'REFERENCE MARK NO. 1 (AZIMUTH MARK), REFERENCE MARK NO. 2,
 LD0844'AND REFERENCE MARK NO. 3 WERE DESTROYED BY ROAD CONSTRUCTION.
 LD0844'
 LD0844'REFERENCE MARK NO. 4, REFERENCE MARK NO. 5, AND AN AZIMUTH
 LD0844'MARK WERE SET.
 LD0844'
 LD0844'FOLLOWING IS A COMPLETE DESCRIPTION.
 LD0844'
 LD0844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136
 LD0844'AND STATE HIGHWAY 26 IN WAYLAND, GO SOUTH ON U.S. HIGHWAY
 LD0844'136 FOR 2.15 MILES TO THE JUNCTION OF U.S. HIGHWAY 61.  CONTINUE
 LD0844'SOUTHERLY ON U.S. HIGHWAY 61 FOR 1.05 MILES TO A SIDE ROAD
 LD0844'ON THE RIGHT TO THE NORTHEAST OF A BRICK HOUSE.  TURN RIGHT
 LD0844'AND GO WEST ON A GRAVELED ROAD FOR 1.95 MILES TO A CROSSROAD
 LD0844'AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE CROSSROAD.
 LD0844'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.3 MILE TO A
 LD0844'HOUSE AND THE STATION ON THE RIGHT.
 LD0844'
 LD0844'STATION MARK, A STANDARD DISK STAMPED DUKES 1931, IS SET
 LD0844'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 12 INCHES.
 LD0844'IT IS 123.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LD0844'HOUSE, 65 FEET NORTH-NORTHWEST OF A POWERLINE POLE WITH A
 LD0844'TRANSFORMER, 53 FEET SOUTH OF THE CENTER OF A DRIVEWAY, AND
 LD0844'38.5 FEET WEST OF THE CENTER OF THE GRAVELED ROAD.  THE
 LD0844'UNDERGROUND DISK WAS NOT INSPECTED.
 LD0844'
 LD0844'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DUKES 1931
 LD0844'NO. 4 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LD0844'PROJECTS 2 INCHES.  IT IS 19 FEET EAST OF THE CENTER OF THE
 LD0844'GRAVELED ROAD, AND 1 FOOT WEST OF A FENCE.
 LD0844'
 LD0844'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED DUKES 1931
 LD0844'NO. 5 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LD0844'PROJECTS 3 INCHES.  IT IS 19.5 FEET EAST OF THE CENTER OF THE
 LD0844'GRAVELED ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST, AND
 LD0844'1 FOOT WEST OF A FENCE.
 LD0844'
 LD0844'AZIMUTH MARK, A STANDARD DISK STAMPED DUKES 1931 AZ. 2 1967,
 LD0844'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 1 INCH
 LD0844'BELOW THE SURFACE OF THE GROUND.  IT IS 28 FEET WEST OF THE
 LD0844'CENTER OF A NORTH-SOUTH ROAD, 27.5 FEET SOUTH OF THE CENTER
 LD0844'OF AN EAST-WEST ROAD, 2 FEET NORTHEAST OF A TELEPHONE POLE,
 LD0844'AND TO THE NORTHEAST OF A HOUSE.
 LD0844'
 LD0844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 LD0844'SOUTH OF WAYLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0548 ***********************************************************************
 LE0548  DESIGNATION -  DUNLAP
 LE0548  PID         -  LE0548
 LE0548  STATE/COUNTY-  MO/GRUNDY
 LE0548  USGS QUAD   -  LAREDO (1984)
 LE0548
 LE0548                         *CURRENT SURVEY CONTROL
 LE0548  ___________________________________________________________________
 LE0548* NAD 83(1997)-  40 06 08.55920(N)    093 26 32.06671(W)     ADJUSTED  
 LE0548* NAVD 88     -       285.87   (+/-2cm)     937.9    (feet)  VERTCON   
 LE0548  ___________________________________________________________________
 LE0548  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LE0548  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LE0548
 LE0548  HORZ ORDER  -  FIRST
 LE0548  VERT ORDER  -  THIRD ? (See Below)
 LE0548
 LE0548.The horizontal coordinates were established by classical geodetic methods
 LE0548.and adjusted by the National Geodetic Survey in February 2000..
 LE0548
 LE0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0548.The vertical order pertains to the NGVD 29 superseded value.
 LE0548
 LE0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0548
 LE0548.The geoid height was determined by GEOID03.
 LE0548
 LE0548;                    North         East     Units Scale Factor Converg.
 LE0548;SPC MO C     -   474,240.769   419,663.451   MT  1.00001276   -0 36 25.1
 LE0548;UTM  15      - 4,439,213.932   462,306.834   MT  0.99961749   -0 17 05.6
 LE0548
 LE0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0548!SPC MO C     -   0.99996020  x   1.00001276  =   0.99997296
 LE0548!UTM  15      -   0.99996020  x   0.99961749  =   0.99957770
 LE0548
 LE0548:                Primary Azimuth Mark                     Grid Az
 LE0548:SPC MO C     -  AIRPLANE BEACON 4                        005 33 56.9
 LE0548:UTM  15      -  AIRPLANE BEACON 4                        005 14 37.4
 LE0548
 LE0548|---------------------------------------------------------------------|
 LE0548| PID    Reference Object                     Distance      Geod. Az  |
 LE0548|                                                           dddmmss.s |
 LE0548| LE0552 AIRPLANE BEACON 4                   APPROX.24.1 KM 0045731.8 |
 LE0548| CL8414 DUNLAP AZ MK                                       0253718.8 |
 LE0548| LE0539 AIRPLANE BEACON 3                   APPROX.35.9 KM 0285017.4 |
 LE0548| LE0546 CHURCH SPIRE A                      APPROX. 6.7 KM 1090054.5 |
 LE0548| CL8417 DUNLAP RM 3                          24.606 METERS 11003     |
 LE0548| CL8415 DUNLAP RM 1 AZIMUTH                 406.909 METERS 1820104.7 |
 LE0548| KD1288 CHILLICOTHE MUNICIPAL TANK          APPROX.35.2 KM 1941658.5 |
 LE0548| LE0563 TRENTON GRUNDY CO CTHSE SPIRE       APPROX.15.4 KM 2580614.2 |
 LE0548| LE0562 TRENTON ROCK IS RR SHOPS STACK      APPROX.14.8 KM 2585414.0 |
 LE0548| LE0569 TRENTON STANDPIPE                   APPROX.15.9 KM 2612038.4 |
 LE0548| CL8416 DUNLAP RM 2                          19.989 METERS 29317     |
 LE0548|---------------------------------------------------------------------|
 LE0548
 LE0548                          SUPERSEDED SURVEY CONTROL
 LE0548
 LE0548  NAD 83(1997)-  40 06 08.55993(N)    093 26 32.06751(W) AD(       ) 1
 LE0548  NAD 83(1986)-  40 06 08.56061(N)    093 26 32.07002(W) AD(       ) 1
 LE0548  NAD 27      -  40 06 08.50590(N)    093 26 31.29700(W) AD(       ) 1
 LE0548  NGVD 29 (07/19/86)  285.84   (m)          937.8    (f) LEVELING    3  
 LE0548
 LE0548.Superseded values are not recommended for survey control.
 LE0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0548.See file dsdata.txt to determine how the superseded data were derived.
 LE0548
 LE0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE6230739214(NAD 83)
 LE0548_MARKER: DS = TRIANGULATION STATION DISK
 LE0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0548
 LE0548  HISTORY     - Date     Condition        Report By
 LE0548  HISTORY     - 1928     MONUMENTED       CGS
 LE0548  HISTORY     - 1934     GOOD             CGS
 LE0548  HISTORY     - 1948     GOOD             CGS
 LE0548
 LE0548                          STATION DESCRIPTION
 LE0548
 LE0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0548'STATION IS ABOUT ONE-HALF MILE S AND 2 MILES E OF THE TOWN OF THE
 LE0548'TOWN OF DUNLAP, NEAR W SIDE, CENTER OF THE NW 1/4 SEC. 12, T 61 N,
 LE0548'R 23 W, ON LAND OWNED BY FISHER AND CALLAHAN, OF GALT.  IT IS IN
 LE0548'HAY FIELD, 43.7 METERS (143 FEET) NW OF NW CORNER OF OLD VACANT
 LE0548'HOUSE, 12.5 METERS (41 FEET) E OF CENTER LINE OF SECTION LINE
 LE0548'ROAD, 6.0 METERS (20 FEET) E OF E FENCE LINE ALONG ROAD, 35 METERS
 LE0548'(115 FEET) N OF DRIVEWAY LEADING TO OLD HOUSE, 28.1 METERS
 LE0548'(92 FEET) N OF CENTER OF MAPLE TREE NEAR FENCE LINE, AND 27.7
 LE0548'METERS (91 FEET) N OF ANOTHER JUST E OF FORMER ONE.
 LE0548'
 LE0548'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LE0548'SET IN CONCRETE.  UPPER MARK IS 15 INCHES BELOW SURFACE OF GROUND,
 LE0548'AND LOWER MARK 5 FEET BELOW SURFACE.
 LE0548'
 LE0548'REFERENCE MARK NO. 1 IS 6.0 METERS (20 FEET) W OF SECTION LINE
 LE0548'ROAD, 19.25 METERS (63.2 FEET) NE OF NE CORNER OF HOUSE OWNED BY
 LE0548'MR. KINCAID, 0.4 METER (1.3 FEET) E OF FENCE LINE, 0.7 METER
 LE0548'(2 FEET) N OF TELEPHONE POLE, AND 407 METERS (1,335 FEET)
 LE0548'(APPROXIMATE DISTANCE) FROM STATION.
 LE0548'
 LE0548'REFERENCE MARK NO. 2 IS 5.8 METERS (19 FEET) W OF CENTER LINE OF
 LE0548'ROAD, 1.5 METERS (5 FEET) E OF FENCE LINE, AND 20.00 METERS
 LE0548'(65.6 FEET) FROM STATION.
 LE0548
 LE0548                          STATION RECOVERY (1934)
 LE0548
 LE0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0548'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 LE0548'CONDITION AS DESCRIBED.
 LE0548'
 LE0548'THE STATION WAS NOT OCCUPIED BY THIS PARTY.
 LE0548'
 LE0548'A 74-FOOT LIGHT STAND WAS USED.
 LE0548
 LE0548                          STATION RECOVERY (1948)
 LE0548
 LE0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 LE0548'THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 LE0548'FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK AND REFERENCE MARK
 LE0548'NO. 3 WERE ESTABLISHED.  THE COMPLETE DESCRIPTION FOLLOWS-
 LE0548'
 LE0548'STATION IS LOCATED ABOUT 10 MILES EAST OF TRENTON ON LAND
 LE0548'OWNED AND OCCUPIED BY MR. M.F. MOORE.  IT IS IN THE LOT
 LE0548'NORTHWEST OF THE FARM HOUSE, 125.5 FEET NORTH-NORTHWEST OF THE
 LE0548'NORTHWEST CORNER OF THE HOUSE, 85 FEET NORTH OF THE EAST-WEST
 LE0548'FENCE, 20 FEET EAST OF THE NORTH-SOUTH RIGHT-OF-WAY FENCE LINE
 LE0548'AND IS ABOUT 200 FEET OFF THE SOUTHWEST END OF THE RUNWAY OF
 LE0548'THE ACE HIGH AIRPORT AND IS IN DIRECT APPROACH TO THE RUNWAY.
 LE0548'IT IS STAMPED DUNLAP 1928 AND 1.3 FEET BELOW THE SURFACE OF
 LE0548'THE GROUND.
 LE0548'
 LE0548'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY AND 20.5 FEET WEST OF
 LE0548'THE CENTER OF A NORTH-SOUTH ROAD, 51.5 FEET NORTH OF A GATE AT THE
 LE0548'ENTRANCE TO A FARM YARD, 2 FEET NORTH OF A POWER LINE POLE AND 1
 LE0548'FOOT EAST OF THE FENCE LINE.  IT IS STAMPED DUNLAP 1928 NO. 1 AND
 LE0548'PROJECTS 2 INCHES.
 LE0548'
 LE0548'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY AND 20 FEET WEST OF
 LE0548'THE CENTER OF THE NORTH-SOUTH ROAD AND 2.5 FEET EAST OF THE FENCE
 LE0548'LINE.  IT IS STAMPED DUNLAP 1928 NO. 2 AND PROJECTS 2 INCHES.
 LE0548'
 LE0548'REFERENCE MARK NO. 3 IS IN THE LOT NORTH OF THE HOUSE, 1 FOOT NORTH
 LE0548'AND 1 FOOT EAST OF THE NORTHWEST CORNER OF THE GARAGE.  IT IS
 LE0548'STAMPED DUNLAP NO 3 1948 AND IS FLUSH WITH THE GROUND.
 LE0548'
 LE0548'AZIMUTH MARK IS 30.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 6
 LE0548'AND 51 FEET WEST OF THE CENTER OF THE DRIVEWAY LEADING SOUTHEAST
 LE0548'TO THE GASOLINE PUMPS AT THE ACE HIGH AIRPORT HANGAR.  IT IS
 LE0548'STAMPED DUNLAP 1948 AND PROJECTS 5 INCHES.
 LE0548'
 LE0548'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 LE0548'HIGHWAY 6, ABOUT 2 MILES SOUTHEAST OF TRENTON, GO EAST ON STATE
 LE0548'HIGHWAY 6 FOR 8.3 MILES TO A FIVE POINT INTERSECTION, TURN SHARP
 LE0548'RIGHT, SOUTH, ON GRAVELED ROAD FOR 0.15 MILE TO THE HOUSE ON THE
 LE0548'EAST SIDE OF THE ROAD AND THE STATION TO THE NORTHWEST OF THE
 LE0548'HOUSE.
 LE0548'
 LE0548'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.15 MILE,
 LE0548'TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 6 FOR 0.25 MILE TO THE
 LE0548'AIRPORT AND THE MARK ON THE RIGHT SIDE OF THE HIGHWAY.
 LE0548'
 LE0548'AN 87 FOOT SIGNAL AT WHALEY 1928 IS VISIBLE FROM THE GROUND.
 LE0548'
 LE0548'AN 87 FOOT SIGNAL AT RUDDY 1928 IS VISIBLE AT 20 FEET.
 LE0548'
 LE0548'A 74 FOOT SIGNAL AT JACKSON IS VISIBLE AT 30 FEET.
 LE0548'
 LE0548'AN 87 FOOT SIGNAL AT PINKLEY IS VISIBLE AT 10 FEET.
 LE0548'
 LE0548'A 74 FOOT SIGNAL AT TRENTON IS VISIBLE AT 50 FEET.
 LE0548'
 LE0548'AN 87 FOOT SIGNAL AT GRUNDY IS VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1769 ***********************************************************************
 GD1769  DESIGNATION -  DUNN RESET
 GD1769  PID         -  GD1769
 GD1769  STATE/COUNTY-  MO/NEW MADRID
 GD1769  USGS QUAD   -  GIDEON (1978)
 GD1769
 GD1769                         *CURRENT SURVEY CONTROL
 GD1769  ___________________________________________________________________
 GD1769* NAD 83(1997)-  36 24 32.94981(N)    089 55 59.60533(W)     ADJUSTED  
 GD1769* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GD1769  ___________________________________________________________________
 GD1769  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GD1769  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GD1769
 GD1769  HORZ ORDER  -  SECOND
 GD1769
 GD1769.The horizontal coordinates were established by classical geodetic methods
 GD1769.and adjusted by the National Geodetic Survey in February 2000..
 GD1769
 GD1769.The orthometric height was scaled from a topographic map.
 GD1769
 GD1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1769
 GD1769.The geoid height was determined by GEOID03.
 GD1769
 GD1769;                    North         East     Units Scale Factor Converg.
 GD1769;SPC MO E     -    64,038.619   300,834.224   MT  0.99996516   +0 20 11.1
 GD1769;UTM  16      - 4,033,329.247   236,973.612   MT  1.00045247   -1 44 31.2
 GD1769;UTM  15      - 4,033,701.881   775,005.572   MT  1.00053190   +1 49 17.1
 GD1769
 GD1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1769!SPC MO E     -   0.99999177  x   0.99996516  =   0.99995693
 GD1769!UTM  16      -   0.99999177  x   1.00045247  =   1.00044424
 GD1769!UTM  15      -   0.99999177  x   1.00053190  =   1.00052367
 GD1769
 GD1769:                Primary Azimuth Mark                     Grid Az
 GD1769:SPC MO E     -  GIDEON FLETCHER COMP CO TANK             007 04 21.0
 GD1769:UTM  16      -  GIDEON FLETCHER COMP CO TANK             009 09 03.3
 GD1769:UTM  15      -  GIDEON FLETCHER COMP CO TANK             005 35 15.0
 GD1769
 GD1769|---------------------------------------------------------------------|
 GD1769| PID    Reference Object                     Distance      Geod. Az  |
 GD1769|                                                           dddmmss.s |
 GD1769| GD1770 GIDEON FLETCHER COMP CO TANK        APPROX. 5.3 KM 0072432.1 |
 GD1769| GD1771 GIDEON MUNICIPAL TANK               APPROX. 5.2 KM 0093813.4 |
 GD1769| CG3967 DUNN RM 1                            27.460 METERS 01105     |
 GD1769| CG3968 DUNN RM 2                            24.357 METERS 08056     |
 GD1769| CG3969 DUNN RM 3                            22.807 METERS 09832     |
 GD1769| CG3966 DUNN AZ MK                                         1880633.9 |
 GD1769| CG3970 DUNN RM 4                            22.328 METERS 19222     |
 GD1769| GD1768 CLARKTON MUNICIPAL TANK             APPROX. 5.7 KM 3261901.0 |
 GD1769|---------------------------------------------------------------------|
 GD1769
 GD1769                          SUPERSEDED SURVEY CONTROL
 GD1769
 GD1769  NAD 83(1997)-  36 24 32.95685(N)    089 55 59.60503(W) AD(       ) 2
 GD1769  NAD 83(1997)-  36 24 32.95851(N)    089 55 59.60259(W) AD(       ) 2
 GD1769  NAD 83(1986)-  36 24 32.95875(N)    089 55 59.60310(W) AD(       ) 2
 GD1769  NAD 27      -  36 24 32.73680(N)    089 55 59.28240(W) AD(       ) 2
 GD1769
 GD1769.Superseded values are not recommended for survey control.
 GD1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1769.See file dsdata.txt to determine how the superseded data were derived.
 GD1769
 GD1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3697433329(NAD 83)
 GD1769_MARKER: DS = TRIANGULATION STATION DISK
 GD1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1769
 GD1769  HISTORY     - Date     Condition        Report By
 GD1769  HISTORY     - 1954     MONUMENTED       CGS
 GD1769  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GD1769
 GD1769                          STATION DESCRIPTION
 GD1769
 GD1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1769'THE STATION IS LOCATED ABOUT 5.0 MILES EAST OF HOLCOMB, 3.0 MILES
 GD1769'SOUTH OF GIDEON AND 3.0 MILES NORTH OF PEACH ORCHARD, ABOUT 0.05
 GD1769'MILE EAST OF THE MEYER GROCERY STORE, 76 FEET WEST OF THE NORTHWEST
 GD1769'CORNER OF A LARGE METAL BUILDING, 70 FEET EAST OF THE NORTHEAST
 GD1769'CORNER OF A HOUSE AND 52 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 GD1769'ROAD.  IT IS STAMPED DUNN 1954 AND IS FLUSH WITH THE GROUND
 GD1769'SURFACE.
 GD1769'
 GD1769'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 37 FEET NORTH OF
 GD1769'THE CENTER OF AN EAST-WEST ROAD, 8 FEET WEST OF A FENCE CORNER AND 1
 GD1769'FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED DUNN NO 1 1954
 GD1769'AND IS FLUSH WITH THE GROUND SURFACE.
 GD1769'
 GD1769'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 GD1769'ROAD, 24 FEET NORTH OF THE NORTHWEST CORNER OF METAL BUILDING AND 1
 GD1769'FOOT SOUTH OF A POWER LINE POLE.  IT IS STAMPED DUNN NO 2 1954 AND
 GD1769'IS FLUSH WITH THE GROUND SURFACE.
 GD1769'
 GD1769'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 97.65 FEET.
 GD1769'
 GD1769'THE AZIMUTH MARK IS IN THE NORTHEAST ANGLE OF A T INTERSECTION, 34
 GD1769'FEET EAST OF THE CENTER OF STATE HIGHWAY 153, 20 FEET NORTH OF THE
 GD1769'CENTER OF AN EAST-WEST ROAD, 3 FEET EAST OF A FENCE CORNER AND 1
 GD1769'FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED DUNN 1954 AND
 GD1769'PROJECTS 3 INCHES.
 GD1769'
 GD1769'TO REACH THE STATION FROM THE INTERSECTION JUST WEST OF THE POST
 GD1769'OFFICE IN PEACH ORCHARD, GO NORTH ON STATE HIGHWAY 153 FOR 2.65
 GD1769'MILES TO A T ROAD RIGHT AND AZIMUTH MARK AS DESCRIBED, CONTINUE
 GD1769'NORTH FOR 0.25 MILE TO A CROSSROAD AT THE MEYER GROCERY STORE AND
 GD1769'STATION JUST EAST AS DESCRIBED.
 GD1769'
 GD1769'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1769
 GD1769                          STATION RECOVERY (1969)
 GD1769
 GD1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1769'THE AZIMUTH MARK ONLY WAS FOUND IN GOOD CONDITION.  THE STATION MARK
 GD1769'WAS FOUND SEVERAL INCHES BELOW THE SURFACE OF THE GROUND AND SEEMED
 GD1769'BADLY TILTED.  REFERENCE MARK NO. 1 HAS EITHER BEEN DESTROYED BY
 GD1769'GRADING OR IS COVERED BY FILL ALONG COUNTY ROUTE VV WHEN THE ROAD
 GD1769'WAS WIDENED.  PART OF THE CONCRETE MONUMENT FOR REFERENCE MARK NO. 2
 GD1769'WAS FOUND BELOW THE SURFACE OF A GRAVELED PARKING AREA.  SINCE NO
 GD1769'CHECKS ON THE SURFACE MARK WERE POSSIBLE, THE SURFACE MONUMENT WAS
 GD1769'REMOVED AND A FIRM PLUMBING BENCH ERECTED OVER THE UNDERGROUND
 GD1769'STATION MARK AND THE POINT HELD.  THE ORIGINAL SURFACE STATION
 GD1769'MARK WAS THEN PLUMBED DIRECTLY UNDER THE HELD POINT, CEMENTED
 GD1769'AROUND AND FIRMLY TAMPED AND BROUGHT FLUSH WITH THE SURFACE OF
 GD1769'THE GROUND, AND THE DISK ALTERED TO READ DUNN 1954 1969.  THE MARK
 GD1769'NOW HOLDS ITS EXACT, ORIGINAL HORIZONTAL POSITION.  TWO NEW
 GD1769'REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.  THE STATION WAS
 GD1769'THEN OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN THE
 GD1769'AZIMUTH MARK AND THE NEWLY ESTABLISHED REFERENCE MARKS.
 GD1769'
 GD1769'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1769'
 GD1769'THE STATION IS LOCATED NEAR THE WEST EDGE OF A PARKING AREA FOR
 GD1769'MACHINERY ON THE PROPERTY OF THE WALLACE COTTON COMPANY, ABOUT 5
 GD1769'MILES EAST OF HOLCOMB, 3 MILES SOUTH OF GIDEON, AND 3 MILES NORTH OF
 GD1769'THE SMALL COMMUNITY OF PEACH ORCHARD.
 GD1769'
 GD1769'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GD1769'MAIN AVENUE AND FIRST STREET ABOUT 0.05 OF A MILE WEST OF THE NEW
 GD1769'POST OFFICE IN GIDEON, GO SOUTH ON STATE ROUTES 153 AND 162 FOR 0.2
 GD1769'OF A MILE TO WHERE STATE ROUTE 162 TURNS SHARP LEFT.  HERE
 GD1769'CONTINUE SOUTHERLY ON STATE ROUTE 153 FOR 3.5 MILES TO THE
 GD1769'JUNCTION OF COUNTY ROUTE VV ON THE LEFT, EAST, AND A GRAVELED ROAD
 GD1769'ON THE RIGHT, THE WALLACE COTTON CO. GIN IN THE NORTHWEST ANGLE
 GD1769'AND A WHITE FRAME HOUSE IN THE SOUTHEAST ANGLE.  HERE TURN LEFT ON
 GD1769'COUNTY ROUTE VV AND GO EAST ABOUT 200 FEET TO A DRIVEWAY ON THE RIGHT
 GD1769'LEADING INTO A LARGE MACHINERY SHED AND PARKING AREA, AND THE
 GD1769'STATION AS DESCRIBED.
 GD1769'
 GD1769'THE STATION IS 103 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY
 GD1769'ROUTE VV, 75.7 FEET WEST OF THE NORTHWEST CORNER OF A LARGE, TIN,
 GD1769'MACHINERY SHED, 73.5 FEET EAST OF THE NORTHEAST CORNER OF A WHITE
 GD1769'FRAME HOUSE, 36 FEET EAST-SOUTHEAST OF A 12-INCH COTTONWOOD TREE,
 GD1769'AND 32 FEET EAST OF A 10-INCH SANDBAR WILLOW TREE.  IT IS A STANDARD
 GD1769'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 GD1769'MONUMENT AND THE DISK IS STAMPED DUNN 1954 1969.
 GD1769'
 GD1769'REFERENCE MARK NO. 3 IS 97 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1769'COUNTY ROUTE VV, 22 FEET WEST OF THE CENTER OF THE ENTRANCE DOOR
 GD1769'INTO A LARGE MACHINERY SHED, AND 1.0 FOOT WEST OF THE NORTHWEST
 GD1769'CORNER OF THE CONCRETE FOUNDATION OF THE MACHINERY SHED.  IT IS A
 GD1769'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 GD1769'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED DUNN
 GD1769'1954 NO 3 1969.
 GD1769'
 GD1769'REFERENCE MARK NO. 4 IS 87.5 FEET WEST OF THE SOUTHWEST CORNER OF
 GD1769'THE METAL MACHINERY SHED, 40 FEET EAST OF THE SOUTHEAST CORNER OF A
 GD1769'SMALL, WHITE, WOODEN SHED, 32 FEET NORTH-NORTHEAST OF THE NORTHEAST
 GD1769'CORNER OF A SMALL, METAL SHED, AND NEAR THE WEST EDGE OF THE
 GD1769'PARKING AREA.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 GD1769'ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS
 GD1769'STAMPED DUNN 1954 NO 4 1969.
 GD1769'
 GD1769'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GD1769'REFERENCE MARK NO. 4 IS 108.18 FEET - 32.973 METERS.
 GD1769'
 GD1769'THE AZIMUTH MARK IS 62.5 FEET WEST-NORTHWEST AND ACROSS A GRAVELED T
 GD1769'ROAD FROM A TENANT HOUSE, 34 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1769'STATE ROUTE 153, 33 FEET NORTH OF A 16-INCH, FORKED TRUNKED SILVER
 GD1769'MAPLE TREE, 20 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GD1769'GRAVELED T ROAD, 3 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE AND
 GD1769'UNDERGROUND CABLE RISER, AND 0.7 OF A FOOT NORTH OF A METAL
 GD1769'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1769'8-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE
 GD1769'DISK IS STAMPED DUNN 1954.
 GD1769'
 GD1769'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 153 AND COUNTY
 GD1769'ROUTE VV JUST WEST OF THE STATION SITE, CONTINUE SOUTHERLY ON STATE
 GD1769'ROUTE 153 FOR 0.25 OF A MILE TO A GRAVELED T ROAD LEFT LEADING TO A
 GD1769'ROW OF TENANT HOUSES, AND THE MARK IN THE NORTHEAST ANGLE AS
 GD1769'DESCRIBED.
 GD1769'
 GD1769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3.0 MILES
 GD1769'SOUTH OF GIDEON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2689 ***********************************************************************
 JD2689  DESIGNATION -  DUROC
 JD2689  PID         -  JD2689
 JD2689  STATE/COUNTY-  MO/BENTON
 JD2689  USGS QUAD   -  EDWARDS (1983)
 JD2689
 JD2689                         *CURRENT SURVEY CONTROL
 JD2689  ___________________________________________________________________
 JD2689* NAD 83(1997)-  38 12 57.73758(N)    093 13 06.35353(W)     ADJUSTED  
 JD2689* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 JD2689  ___________________________________________________________________
 JD2689  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 JD2689  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD2689
 JD2689  HORZ ORDER  -  SECOND
 JD2689
 JD2689.The horizontal coordinates were established by classical geodetic methods
 JD2689.and adjusted by the National Geodetic Survey in February 2000..
 JD2689
 JD2689.The orthometric height was scaled from a topographic map.
 JD2689
 JD2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2689
 JD2689.The geoid height was determined by GEOID03.
 JD2689
 JD2689;                    North         East     Units Scale Factor Converg.
 JD2689;SPC MO C     -   264,654.564   437,087.759   MT  0.99998206   -0 26 40.0
 JD2689;UTM  15      - 4,229,807.899   480,878.681   MT  0.99960450   -0 08 06.5
 JD2689
 JD2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2689!SPC MO C     -   0.99995951  x   0.99998206  =   0.99994157
 JD2689!UTM  15      -   0.99995951  x   0.99960450  =   0.99956403
 JD2689
 JD2689|---------------------------------------------------------------------|
 JD2689| PID    Reference Object                     Distance      Geod. Az  |
 JD2689|                                                           dddmmss.s |
 JD2689| JD2688 TT 210 B                             45.552 METERS 00103     |
 JD2689| CQ5533 DUROC RM 2                           24.533 METERS 09305     |
 JD2689| CQ5534 DUROC RM 3                           15.240 METERS 13737     |
 JD2689| CQ5532 DUROC AZ MK                                        1751125.8 |
 JD2689| JD2691 BLUE                                APPROX. 9.2 KM 2611131.4 |
 JD2689| JD2690 TT 210 B RESET                       39.374 METERS 32523     |
 JD2689|---------------------------------------------------------------------|
 JD2689
 JD2689                          SUPERSEDED SURVEY CONTROL
 JD2689
 JD2689  NAD 83(1997)-  38 12 57.74468(N)    093 13 06.35263(W) AD(       ) 2
 JD2689  NAD 83(1986)-  38 12 57.74793(N)    093 13 06.35316(W) AD(       ) 2
 JD2689  NAD 27      -  38 12 57.64900(N)    093 13 05.63200(W) AD(       ) 2
 JD2689
 JD2689.Superseded values are not recommended for survey control.
 JD2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2689.See file dsdata.txt to determine how the superseded data were derived.
 JD2689
 JD2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8087929808(NAD 83)
 JD2689_MARKER: DS = TRIANGULATION STATION DISK
 JD2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2689
 JD2689  HISTORY     - Date     Condition        Report By
 JD2689  HISTORY     - 1948     MONUMENTED       CGS
 JD2689  HISTORY     - 1960     GOOD             CGS
 JD2689  HISTORY     - 1963     GOOD             CGS
 JD2689  HISTORY     - 1982     GOOD             LOCSUR
 JD2689
 JD2689                          STATION DESCRIPTION
 JD2689
 JD2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2689'THE STATION IS LOCATED ABOUT 9 MILES EAST OF WARSAW.  IT IS 150
 JD2689'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOL HOUSE AND
 JD2689'60 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT IS
 JD2689'STAMPED DUROC 1948 AND PROJECTS 3 INCHES.
 JD2689'
 JD2689'REFERENCE MARK NO. 1 IS A U.S.G.S. BENCH MARK.  IT IS 42.5 FEET
 JD2689'EAST OF THE SOUTHEAST CORNER OF THE SCHOOL HOUSE, 47 FEET NORTH
 JD2689'OF THE DRIVEWAY TO THE SCHOOL HOUSE AND 37 FEET WEST OF THE
 JD2689'CENTER OF A NORTH-SOUTH DIRT ROAD.  IT IS SET IN A 6-INCH SQUARE
 JD2689'CONCRETE POST PROJECTING 6 INCHES AND IS STAMPED TT210B 1932 949.
 JD2689'
 JD2689'REFERENCE MARK NO. 2 IS 20 FEET EAST OF A NORTH-SOUTH DIRT ROAD
 JD2689'AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED DUROC
 JD2689'NO 2 1948 AND PROJECTS 4 INCHES.
 JD2689'
 JD2689'THE AZIMUTH MARK IS 17 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 JD2689'ROAD AND 2.5 FEET NORTH OF THE NORTH END OF A BOARD GATE.  IT IS
 JD2689'STAMPED DUROC 1948 AND PROJECTS 6 INCHES.
 JD2689'
 JD2689'TO REACH THE STATION FROM THE COURTHOUSE IN WARSAW, GO
 JD2689'NORTHEASTERLY ON STATE HIGHWAY 35 FOR 1.5 MILES TO THE JUNCTION
 JD2689'WITH U.S. HIGHWAY 65.  TURN RIGHT, SOUTH, ON U.S. HIGHWAY 65 FOR
 JD2689'4.5 MILES TO LAKE ROAD NO. 52 ON THE LEFT, TURN LEFT AND GO 5
 JD2689'MILES TO A FORKS.  TAKE LEFT FORK AND GO 2.35 MILES TO A
 JD2689'CROSSROAD, TURN LEFT AND GO 0.5 MILES TO THE TOP OF THE GRADE
 JD2689'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.2 MILES
 JD2689'TO THE SCHOOL HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 JD2689'
 JD2689'A 74 FOOT SIGNAL AT STATION BLUE IS VISIBLE AT 40 FEET.
 JD2689'
 JD2689'AN 87 FOOT SIGNAL AT STATION LINCOLN IS VISIBLE AT 40 FEET.
 JD2689'
 JD2689'A 100 FOOT SIGNAL AT STATION ROSS 1928 IS VISIBLE AT 40 FEET.
 JD2689'
 JD2689'AN 87 FOOT SIGNAL AT STATION BUFFALO IS VISIBLE AT 60 FEET.
 JD2689'
 JD2689'A 74 FOOT SIGNAL AT STATION KNOBBY IS VISIBLE AT 60 FEET.
 JD2689'
 JD2689'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2689
 JD2689                          STATION RECOVERY (1960)
 JD2689
 JD2689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 JD2689'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JD2689'GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY THE AZIMUTH
 JD2689'MARK AND THE REFERENCE MARKS.  THE REFERENCE MARKS WERE MOVED.
 JD2689'THE LINE OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED BY TREES,
 JD2689'SO IT WAS DESTROYED.  A COMPLETE DESCRIPTION FOLLOWS.
 JD2689'
 JD2689'STATION IS LOCATED ABOUT 9 MILES EAST OF WARSAW AND ABOUT 3 MILES
 JD2689'SOUTH OF THE LAKE OF OZARKS, 154 FEET SOUTH-SOUTHEAST OF A 20-INCH
 JD2689'OAK TREE, 152 FEET SOUTH OF THE SOUTHEAST CORNER OF A SCHOOL
 JD2689'FOUNDATION, 140 FEET SOUTH OF A FLAGPOLE, 58 FEET WEST OF THE
 JD2689'CENTER OF COUNTY ROAD M, AND 1 FOOT NORTH OF A NEW STEEL WITNESS
 JD2689'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DUROC
 JD2689'1948.
 JD2689'
 JD2689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 JD2689'STATE HIGHWAY 7 WHICH IS ABOUT 1 AND 1/2 MILES EAST-NORTHEAST OF
 JD2689'THE BENTON COUNTY COURTHOUSE IN WARSAW, GO SOUTH-SOUTHEAST ON
 JD2689'U.S. HIGHWAY 65 AND STATE HIGHWAY 7 FOR 6.2 MILES TO THEIR
 JD2689'JUNCTION.  TURN LEFT AND GO EAST-NORTHEAST ON STATE HIGHWAY 7 FOR
 JD2689'6.0 MILES TO THE JUNCTION OF COUNTY ROAD M ON THE LEFT.  TURN
 JD2689'LEFT AND GO NORTH ON COUNTY ROAD M FOR 4.1 MILES TO CROSSROADS
 JD2689'AND THE JUNCTION OF COUNTY ROAD V TO THE RIGHT.  CONTINUE
 JD2689'NORTH ON COUNTY ROAD M FOR 0.7 MILE TO THE SCHOOL FOUNDATION
 JD2689'ON THE LEFT AND THE STATION AS DESCRIBED.
 JD2689'
 JD2689'REFERENCE MARK NO. 3 IS 50.00 FEET SOUTHEAST OF THE STATION,
 JD2689'38 FEET WEST OF THE CENTER OF COUNTY ROAD M, AND 2 FEET EAST OF
 JD2689'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DUROC
 JD2689'NO 3 1948.
 JD2689'
 JD2689'REFERENCE MARK NO. 4 IS A USGS MARK, 129.18 FEET NORTHWEST OF
 JD2689'THE STATION, 110 FEET WEST OF THE CENTER OF COUNTY ROAD M,
 JD2689'39 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE
 JD2689'FOUNDATION FOR SCHOOL WHICH HAS BEEN REMOVED, 25 FEET SOUTH OF A
 JD2689'20-INCH OAK TREE, AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE
 JD2689'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED TT 210 B 1932
 JD2689'RESET 1960.  THE NEW ELEVATION FOR THIS MARK IS 951.91 FEET.
 JD2689'
 JD2689'NOTE- THE ELEVATION WAS TRANSFERRED TO THE DUROC STATION MARK AND
 JD2689'THE ELEVATION IS 955.51 FEET.
 JD2689
 JD2689                          STATION RECOVERY (1963)
 JD2689
 JD2689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 JD2689'STATION AND REFERENCE MARK NO. 1 (USGS BM TT210B 1932) RECOVERED
 JD2689'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 JD2689'NO. 2 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT RECOVERED.
 JD2689'
 JD2689'THE SCHOOL HOUSE HAS BEEN TORN DOWN BUT THE OLD FOUNDATION STILL
 JD2689'REMAINS.
 JD2689'
 JD2689'TO REACH FROM THE BRIDGE OVER THE LAKE OF THE OZARKS IN THE
 JD2689'SOUTHEAST PART OF WARSAW, GO SOUTHERLY ON U.S. HIGHWAY 65 FOR
 JD2689'3.15 MILES TO SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON
 JD2689'GRAVEL ROAD FOR 1.6 MILES TO SIDE ROAD LEFT ON CURVE.  KEEP RIGHT
 JD2689'AND GO EASTERLY FOR 3.25 TO A SIDE ROAD RIGHT.  CONTINUE EAST FOR
 JD2689'2.4 MILES TO CROSSROADS AT THE JUNCTION OF COUNTY ROUTES M AND
 JD2689'V.  TURN LEFT AND GO NORTH ON COUNTY ROUTE M FOR 0.75 MILE TO
 JD2689'STATION ON LEFT NEAR OLD SCHOOL HOUSE FOUNDATION.
 JD2689
 JD2689                          STATION RECOVERY (1982)
 JD2689
 JD2689'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (KB)
 JD2689'DUROC 1948 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1729 ***********************************************************************
 JC1729  DESIGNATION -  DUTZOW CATHOLIC CHURCH
 JC1729  PID         -  JC1729
 JC1729  STATE/COUNTY-  MO/WARREN
 JC1729  USGS QUAD   -  WASHINGTON EAST (1972)
 JC1729
 JC1729                         *CURRENT SURVEY CONTROL
 JC1729  ___________________________________________________________________
 JC1729* NAD 83(1997)-  38 35 33.22558(N)    090 59 04.01120(W)     ADJUSTED  
 JC1729* NAVD 88     -                                                        
 JC1729  ___________________________________________________________________
 JC1729  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 JC1729  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JC1729
 JC1729  HORZ ORDER  -  THIRD
 JC1729
 JC1729.The horizontal coordinates were established by classical geodetic methods
 JC1729.and adjusted by the National Geodetic Survey in February 2000..
 JC1729
 JC1729
 JC1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1729
 JC1729.The geoid height was determined by GEOID03.
 JC1729
 JC1729;                    North         East     Units Scale Factor Converg.
 JC1729;SPC MO E     -   306,314.833   207,797.138   MT  0.99995526   -0 18 07.9
 JC1729;UTM  15      - 4,273,490.756   675,534.851   MT  0.99997946   +1 15 27.3
 JC1729
 JC1729                          SUPERSEDED SURVEY CONTROL
 JC1729
 JC1729  NAD 83(1997)-  38 35 33.23008(N)    090 59 04.01019(W) AD(       ) 4
 JC1729  NAD 83(1986)-  38 35 33.24253(N)    090 59 04.00932(W) AD(       ) 4
 JC1729  NAD 27      -  38 35 33.05539(N)    090 59 03.48305(W) AD(       ) 3
 JC1729
 JC1729.Superseded values are not recommended for survey control.
 JC1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1729.See file dsdata.txt to determine how the superseded data were derived.
 JC1729
 JC1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7553573491(NAD 83)
 JC1729
 JC1729  HISTORY     - Date     Condition        Report By
 JC1729  HISTORY     - 1874     FIRST OBSERVED   CGS
 JC1729  HISTORY     - 1959     GOOD             CGS
 JC1729  HISTORY     - 1970     GOOD             NGS
 JC1729  HISTORY     - 20050727 GOOD             GEOCAC
 JC1729
 JC1729                          STATION DESCRIPTION
 JC1729
 JC1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HJB)
 JC1729'NO PRIOR DESCRIPTION.  STATION RECOVERED IN GOOD CONDITION.
 JC1729'
 JC1729'LOCATED 1 MILE SOUTHEAST OF THE TOWN OF DUTZOW, ON THE SOUTHWEST
 JC1729'SIDE OF STATE HIGHWAY 94, AND 3 MILES NNE OF WASHINGTON.  THE
 JC1729'SPIRE OF ST. VINCENTS DE PAUL CATHOLIC CHURCH.  IT IS AN OCTAGONAL,
 JC1729'GRAY SLATE SPIRE RISING ABOVE A SQUARE, RED BRICK TOWER.  ERECTED
 JC1729'IN 1874.
 JC1729
 JC1729                          STATION RECOVERY (1970)
 JC1729
 JC1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JFS)
 JC1729'THE STATION IS THE CENTER OF THE CROSS AT THE TOP OF THE CATHOLIC
 JC1729'CHURCH LOCATED ABOUT ONE MILE SE. OF DUTZOW, ALONG STATE
 JC1729'HWY. 94.  THE CHURCH IS OF RED BRICK CONSTRUCTION AND HAS A HIGH
 JC1729'SPIRE WITH CROSS AT TOP.
 JC1729'
 JC1729'THE STATION WAS INTERSECTED FROM USC AND GS TRIANGULATION
 JC1729'STATIONS ENOCH KNOB AND HALLECK.
 JC1729
 JC1729                          STATION RECOVERY (2005)
 JC1729
 JC1729'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JC1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0301 ***********************************************************************
 LE0301  DESIGNATION -  E 10
 LE0301  PID         -  LE0301
 LE0301  STATE/COUNTY-  MO/PUTNAM
 LE0301  USGS QUAD   -  UNIONVILLE WEST (1964)
 LE0301
 LE0301                         *CURRENT SURVEY CONTROL
 LE0301  ___________________________________________________________________
 LE0301* NAD 83(1986)-  40 28 45.     (N)    093 00 09.     (W)     SCALED    
 LE0301* NAVD 88     -       319.757  (meters)    1049.07   (feet)  ADJUSTED  
 LE0301  ___________________________________________________________________
 LE0301  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LE0301  DYNAMIC HT  -         319.593 (meters)    1048.53  (feet)  COMP
 LE0301  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 LE0301
 LE0301  VERT ORDER  -  FIRST     CLASS II
 LE0301
 LE0301.The horizontal coordinates were scaled from a topographic map and have
 LE0301.an estimated accuracy of +/- 6 seconds.
 LE0301
 LE0301.The orthometric height was determined by differential leveling
 LE0301.and adjusted by the National Geodetic Survey in June 1991..
 LE0301
 LE0301.The geoid height was determined by GEOID03.
 LE0301
 LE0301.The dynamic height is computed by dividing the NAVD 88
 LE0301.geopotential number by the normal gravity value computed on the
 LE0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0301.degrees latitude (g = 980.6199 gals.).
 LE0301
 LE0301.The modeled gravity was interpolated from observed gravity values.
 LE0301
 LE0301;                    North         East    Units  Estimated Accuracy
 LE0301;SPC MO C     -   515,770.      457,390.      MT  (+/- 180 meters Scaled)
 LE0301
 LE0301                          SUPERSEDED SURVEY CONTROL
 LE0301
 LE0301  NGVD 29 (??/??/92)  319.737  (m)         1049.00   (f) ADJ UNCH    1 2
 LE0301
 LE0301.Superseded values are not recommended for survey control.
 LE0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0301.See file dsdata.txt to determine how the superseded data were derived.
 LE0301
 LE0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE997809(NAD 83)
 LE0301_MARKER: DB = BENCH MARK DISK
 LE0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0301_STAMPING: 1048.603 E 10 1930
 LE0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0301+STABILITY: SURFACE MOTION
 LE0301
 LE0301  HISTORY     - Date     Condition        Report By
 LE0301  HISTORY     - 1930     MONUMENTED       CGS
 LE0301  HISTORY     - 1964     GOOD             USGS
 LE0301  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0301
 LE0301                          STATION DESCRIPTION
 LE0301
 LE0301'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LE0301'AT UNIONVILLE.
 LE0301'AT UNIONVILLE AT THE CORNER OF LINCOLN AND 17TH STREETS.  AT
 LE0301'THE SOUTH ENTRNACE TO THE GRAMMAR SCHOOL BUILDING.  ABOUT
 LE0301'ONE FOOT SOUTH OF THE BUILDING AND ABOUT ONE FOOT WEST OF THE
 LE0301'EAST EDGE OF THE PORCH.  PORCH HAS BEEN RAISED SINCE TIME BM
 LE0301'WAS SET BUT ACCESS CAN BE HAD THROUGH A PIPE SET VERTICALLY
 LE0301'IN THE CONCRETE ABOVE TABLET.
 LE0301
 LE0301                          STATION RECOVERY (1967)
 LE0301
 LE0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1123 ***********************************************************************
 JD1123  DESIGNATION -  E 10 B 1
 JD1123  PID         -  JD1123
 JD1123  STATE/COUNTY-  MO/PETTIS
 JD1123  USGS QUAD   -  SEDALIA WEST (1973)
 JD1123
 JD1123                         *CURRENT SURVEY CONTROL
 JD1123  ___________________________________________________________________
 JD1123* NAD 83(1986)-  38 42 14.     (N)    093 20 36.     (W)     SCALED    
 JD1123* NAVD 88     -       265.520  (meters)     871.13   (feet)  ADJUSTED  
 JD1123  ___________________________________________________________________
 JD1123  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1123  DYNAMIC HT  -         265.340 (meters)     870.54  (feet)  COMP
 JD1123  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 JD1123
 JD1123  VERT ORDER  -  SECOND    CLASS 0
 JD1123
 JD1123.The horizontal coordinates were scaled from a topographic map and have
 JD1123.an estimated accuracy of +/- 6 seconds.
 JD1123
 JD1123.The orthometric height was determined by differential leveling
 JD1123.and adjusted by the National Geodetic Survey in June 1991..
 JD1123
 JD1123.The geoid height was determined by GEOID03.
 JD1123
 JD1123.The dynamic height is computed by dividing the NAVD 88
 JD1123.geopotential number by the normal gravity value computed on the
 JD1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1123.degrees latitude (g = 980.6199 gals.).
 JD1123
 JD1123.The modeled gravity was interpolated from observed gravity values.
 JD1123
 JD1123;                    North         East    Units  Estimated Accuracy
 JD1123;SPC MO C     -   318,900.      426,650.      MT  (+/- 180 meters Scaled)
 JD1123
 JD1123                          SUPERSEDED SURVEY CONTROL
 JD1123
 JD1123  NGVD 29 (??/??/92)  265.42   (m)          870.8    (f) COMPUTED    2 0
 JD1123
 JD1123.Superseded values are not recommended for survey control.
 JD1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1123.See file dsdata.txt to determine how the superseded data were derived.
 JD1123
 JD1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC701839(NAD 83)
 JD1123_MARKER: Z = SEE DESCRIPTION
 JD1123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1123_SP_SET: TRIBACH
 JD1123_STAMPING: E 10 B 1
 JD1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1123
 JD1123  HISTORY     - Date     Condition        Report By
 JD1123  HISTORY     - UNK      MONUMENTED       DOD
 JD1123  HISTORY     - 1963     GOOD             NGS
 JD1123
 JD1123                          STATION DESCRIPTION
 JD1123
 JD1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1123'4.2 MI SW FROM DRESDEN.
 JD1123'ABOUT 3.9 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE
 JD1123'BAPTIST CHURCH AT DRESDEN, THENCE 0.2 MILE EAST ALONG A PAVED
 JD1123'ROAD, IN S 4, R 22 W, T 45 N, 163 YARDS NORTH OF THE ROAD
 JD1123'ACROSS A CULTIVATED FIELD, ON THE TOP OF A SLIGH RIDGE IN THE
 JD1123'FIELD, 61 YARDS SOUTH OF A FENCE ALONG THE NORTH EDGE OF THE
 JD1123'FIELD, ABOUT LEVEL WITH THE ROAD, A 1 1/2 X 4 FOOT CONCRETE
 JD1123'PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF
 JD1123'THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1124 ***********************************************************************
 JD1124  DESIGNATION -  E 10 B 2
 JD1124  PID         -  JD1124
 JD1124  STATE/COUNTY-  MO/PETTIS
 JD1124  USGS QUAD   -  SEDALIA WEST (1973)
 JD1124
 JD1124                         *CURRENT SURVEY CONTROL
 JD1124  ___________________________________________________________________
 JD1124* NAD 83(1986)-  38 42 05.     (N)    093 20 26.     (W)     SCALED    
 JD1124* NAVD 88     -       265.002  (meters)     869.43   (feet)  ADJUSTED  
 JD1124  ___________________________________________________________________
 JD1124  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1124  DYNAMIC HT  -         264.822 (meters)     868.84  (feet)  COMP
 JD1124  MODELED GRAV-     979,942.6   (mgal)                       NAVD 88
 JD1124
 JD1124  VERT ORDER  -  SECOND    CLASS 0
 JD1124
 JD1124.The horizontal coordinates were scaled from a topographic map and have
 JD1124.an estimated accuracy of +/- 6 seconds.
 JD1124
 JD1124.The orthometric height was determined by differential leveling
 JD1124.and adjusted by the National Geodetic Survey in June 1991..
 JD1124
 JD1124.The geoid height was determined by GEOID03.
 JD1124
 JD1124.The dynamic height is computed by dividing the NAVD 88
 JD1124.geopotential number by the normal gravity value computed on the
 JD1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1124.degrees latitude (g = 980.6199 gals.).
 JD1124
 JD1124.The modeled gravity was interpolated from observed gravity values.
 JD1124
 JD1124;                    North         East    Units  Estimated Accuracy
 JD1124;SPC MO C     -   318,620.      426,890.      MT  (+/- 180 meters Scaled)
 JD1124
 JD1124                          SUPERSEDED SURVEY CONTROL
 JD1124
 JD1124  NGVD 29 (??/??/92)  264.90   (m)          869.1    (f) COMPUTED    2 0
 JD1124
 JD1124.Superseded values are not recommended for survey control.
 JD1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1124.See file dsdata.txt to determine how the superseded data were derived.
 JD1124
 JD1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC703836(NAD 83)
 JD1124_MARKER: Z = SEE DESCRIPTION
 JD1124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1124_SP_SET: TRIBACH
 JD1124_STAMPING: E 10 B 2
 JD1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1124
 JD1124  HISTORY     - Date     Condition        Report By
 JD1124  HISTORY     - UNK      MONUMENTED       DOD
 JD1124  HISTORY     - 1963     GOOD             NGS
 JD1124
 JD1124                          STATION DESCRIPTION
 JD1124
 JD1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1124'4.3 MI SW FROM DRESDEN.
 JD1124'ABOUT 3.9 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE BAPTIST
 JD1124'CHURCH AT DRESDEN, THENCE 0.4 MILE EAST ALONG A PAVED ROAD,
 JD1124'IN S 9, R 22 W, T 45 N, ABOUT 150 YARDS SOUTHWEST ACROSS THE
 JD1124'ROAD FROM A TWO-STORIED FARMHOUSE, ABOUT 50 YARDS SOUTH ACROSS
 JD1124'A CULTIVATED FIELD FROM THE ROAD, ABOUT LEVEL WITH THE ROAD,
 JD1124'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH
 JD1124'AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1126 ***********************************************************************
 JD1126  DESIGNATION -  E 10 Z
 JD1126  PID         -  JD1126
 JD1126  STATE/COUNTY-  MO/PETTIS
 JD1126  USGS QUAD   -  SEDALIA WEST (1973)
 JD1126
 JD1126                         *CURRENT SURVEY CONTROL
 JD1126  ___________________________________________________________________
 JD1126* NAD 83(1986)-  38 41 59.     (N)    093 20 54.     (W)     SCALED    
 JD1126* NAVD 88     -       265.191  (meters)     870.05   (feet)  ADJUSTED  
 JD1126  ___________________________________________________________________
 JD1126  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1126  DYNAMIC HT  -         265.010 (meters)     869.45  (feet)  COMP
 JD1126  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 JD1126
 JD1126  VERT ORDER  -  SECOND    CLASS 0
 JD1126
 JD1126.The horizontal coordinates were scaled from a topographic map and have
 JD1126.an estimated accuracy of +/- 6 seconds.
 JD1126
 JD1126.The orthometric height was determined by differential leveling
 JD1126.and adjusted by the National Geodetic Survey in June 1991..
 JD1126
 JD1126.The geoid height was determined by GEOID03.
 JD1126
 JD1126.The dynamic height is computed by dividing the NAVD 88
 JD1126.geopotential number by the normal gravity value computed on the
 JD1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1126.degrees latitude (g = 980.6199 gals.).
 JD1126
 JD1126.The modeled gravity was interpolated from observed gravity values.
 JD1126
 JD1126;                    North         East    Units  Estimated Accuracy
 JD1126;SPC MO C     -   318,440.      426,210.      MT  (+/- 180 meters Scaled)
 JD1126
 JD1126                          SUPERSEDED SURVEY CONTROL
 JD1126
 JD1126  NGVD 29 (??/??/92)  265.09   (m)          869.7    (f) COMPUTED    2 0
 JD1126
 JD1126.Superseded values are not recommended for survey control.
 JD1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1126.See file dsdata.txt to determine how the superseded data were derived.
 JD1126
 JD1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC697835(NAD 83)
 JD1126_MARKER: DS = TRIANGULATION STATION DISK
 JD1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1126_STAMPING: E 10 Z 1963
 JD1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1126+STABILITY: SURFACE MOTION
 JD1126
 JD1126  HISTORY     - Date     Condition        Report By
 JD1126  HISTORY     - 1963     MONUMENTED       CGS
 JD1126
 JD1126                          STATION DESCRIPTION
 JD1126
 JD1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1126'4.4 MI N FROM CAMP BRANCH.
 JD1126'ABOUT 4.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE CROSSING
 JD1126'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CAMP BRANCH, IN S 9,
 JD1126'R 22 W, T 45 N, ABOUT 0.2 MILE SOUTH OF THE INTERSECTION OF
 JD1126'STATE ROAD Y, AT THE NORTHEAST CORNER OF THE YARD AT A WHITE
 JD1126'FARMHOUSE, 97.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JD1126'HOUSE, 25.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 22 FEET
 JD1126'NORTHEAST OF A 16-INCH CEDAR TREE, 12 FEET SOUTH OF THE SOUTH
 JD1126'END OF A LONG ROW OF ROSE BUSHES, 8 FEET EAST OF THE SOUTHEAST
 JD1126'CORNER OF AN OLD GARAGE, ABOUT LEVEL WITH THE ROAD, AND SET
 JD1126'IN THE TOP OF A CONCRETE POST 1 INCH UNDER THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1125 ***********************************************************************
 JD1125  DESIGNATION -  E 10 Z RM 1
 JD1125  PID         -  JD1125
 JD1125  STATE/COUNTY-  MO/PETTIS
 JD1125  USGS QUAD   -  SEDALIA WEST (1973)
 JD1125
 JD1125                         *CURRENT SURVEY CONTROL
 JD1125  ___________________________________________________________________
 JD1125* NAD 83(1986)-  38 41 59.     (N)    093 20 52.     (W)     SCALED    
 JD1125* NAVD 88     -       265.133  (meters)     869.86   (feet)  ADJUSTED  
 JD1125  ___________________________________________________________________
 JD1125  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1125  DYNAMIC HT  -         264.953 (meters)     869.27  (feet)  COMP
 JD1125  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 JD1125
 JD1125  VERT ORDER  -  SECOND    CLASS 0
 JD1125
 JD1125.The horizontal coordinates were scaled from a topographic map and have
 JD1125.an estimated accuracy of +/- 6 seconds.
 JD1125
 JD1125.The orthometric height was determined by differential leveling
 JD1125.and adjusted by the National Geodetic Survey in June 1991..
 JD1125
 JD1125.The geoid height was determined by GEOID03.
 JD1125
 JD1125.The dynamic height is computed by dividing the NAVD 88
 JD1125.geopotential number by the normal gravity value computed on the
 JD1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1125.degrees latitude (g = 980.6199 gals.).
 JD1125
 JD1125.The modeled gravity was interpolated from observed gravity values.
 JD1125
 JD1125;                    North         East    Units  Estimated Accuracy
 JD1125;SPC MO C     -   318,440.      426,260.      MT  (+/- 180 meters Scaled)
 JD1125
 JD1125                          SUPERSEDED SURVEY CONTROL
 JD1125
 JD1125  NGVD 29 (??/??/92)  265.04   (m)          869.6    (f) COMPUTED    2 0
 JD1125
 JD1125.Superseded values are not recommended for survey control.
 JD1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1125.See file dsdata.txt to determine how the superseded data were derived.
 JD1125
 JD1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC697835(NAD 83)
 JD1125_MARKER: DR = REFERENCE MARK DISK
 JD1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1125_STAMPING: E 10 Z NO 1 1963
 JD1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1125+STABILITY: SURFACE MOTION
 JD1125
 JD1125  HISTORY     - Date     Condition        Report By
 JD1125  HISTORY     - 1963     MONUMENTED       CGS
 JD1125
 JD1125                          STATION DESCRIPTION
 JD1125
 JD1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1125'4.4 MI N FROM CAMP BRANCH.
 JD1125'ABOUT 4.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE CROSSING
 JD1125'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CAMP BRANCH, IN S 9,
 JD1125'R 22 W, T 45 N, ABOUT 0.2 MILE SOUTH OF THE INTERSECTION OF
 JD1125'STATE ROAD Y, 96 FEET NORTHEAST ACROSS THE ROAD FROM THE STATION
 JD1125'MARK, 41 FEET NORTH OF A TELEPHONE POLE, 22 FEET EAST OF THE
 JD1125'CENTERLINE OF THE ROAD, 1 FOOT WEST OF A FENCE, ABOUT LEVEL
 JD1125'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1125'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1127 ***********************************************************************
 JD1127  DESIGNATION -  E 10 Z RM 2
 JD1127  PID         -  JD1127
 JD1127  STATE/COUNTY-  MO/PETTIS
 JD1127  USGS QUAD   -  SEDALIA WEST (1973)
 JD1127
 JD1127                         *CURRENT SURVEY CONTROL
 JD1127  ___________________________________________________________________
 JD1127* NAD 83(1986)-  38 41 58.     (N)    093 20 52.     (W)     SCALED    
 JD1127* NAVD 88     -       264.825  (meters)     868.85   (feet)  ADJUSTED  
 JD1127  ___________________________________________________________________
 JD1127  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1127  DYNAMIC HT  -         264.645 (meters)     868.26  (feet)  COMP
 JD1127  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 JD1127
 JD1127  VERT ORDER  -  SECOND    CLASS 0
 JD1127
 JD1127.The horizontal coordinates were scaled from a topographic map and have
 JD1127.an estimated accuracy of +/- 6 seconds.
 JD1127
 JD1127.The orthometric height was determined by differential leveling
 JD1127.and adjusted by the National Geodetic Survey in June 1991..
 JD1127
 JD1127.The geoid height was determined by GEOID03.
 JD1127
 JD1127.The dynamic height is computed by dividing the NAVD 88
 JD1127.geopotential number by the normal gravity value computed on the
 JD1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1127.degrees latitude (g = 980.6199 gals.).
 JD1127
 JD1127.The modeled gravity was interpolated from observed gravity values.
 JD1127
 JD1127;                    North         East    Units  Estimated Accuracy
 JD1127;SPC MO C     -   318,410.      426,260.      MT  (+/- 180 meters Scaled)
 JD1127
 JD1127                          SUPERSEDED SURVEY CONTROL
 JD1127
 JD1127  NGVD 29 (??/??/92)  264.73   (m)          868.5    (f) COMPUTED    2 0
 JD1127
 JD1127.Superseded values are not recommended for survey control.
 JD1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1127.See file dsdata.txt to determine how the superseded data were derived.
 JD1127
 JD1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC697834(NAD 83)
 JD1127_MARKER: DR = REFERENCE MARK DISK
 JD1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1127_STAMPING: E 10 Z NO 2 1963
 JD1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1127+STABILITY: SURFACE MOTION
 JD1127
 JD1127  HISTORY     - Date     Condition        Report By
 JD1127  HISTORY     - 1963     MONUMENTED       CGS
 JD1127
 JD1127                          STATION DESCRIPTION
 JD1127
 JD1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1127'4.4 MI N FROM CAMP BRANCH.
 JD1127'ABOUT 4.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE CROSSING
 JD1127'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CAMP BRANCH, IN S 9,
 JD1127'R 22 W, T 45 N, 23 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 JD1127'OF A DRIVEWAY LEADING WEST TO A WHITE FARMHOUSE, 107.6 FEET
 JD1127'SOUTHEAST ACROSS THE ROAD FROM THE STATION MARK, 21 FEET EAST
 JD1127'OF THE CENTERLINE OF THE ROAD, 9 FEET SOUTH OF THE EXTENDED
 JD1127'CENTERLINE OF THE DRIVEWAY, 0.5 FOOT WEST OF A FENCE, ABOUT
 JD1127'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD1127'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0287 ***********************************************************************
 JD0287  DESIGNATION -  E 100
 JD0287  PID         -  JD0287
 JD0287  STATE/COUNTY-  MO/MONITEAU
 JD0287  USGS QUAD   -  OLEAN (1980)
 JD0287
 JD0287                         *CURRENT SURVEY CONTROL
 JD0287  ___________________________________________________________________
 JD0287* NAD 83(1986)-  38 25 42.     (N)    092 30 23.     (W)     SCALED    
 JD0287* NAVD 88     -       219.070  (meters)     718.73   (feet)  ADJUSTED  
 JD0287  ___________________________________________________________________
 JD0287  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JD0287  DYNAMIC HT  -         218.918 (meters)     718.23  (feet)  COMP
 JD0287  MODELED GRAV-     979,931.1   (mgal)                       NAVD 88
 JD0287
 JD0287  VERT ORDER  -  SECOND    CLASS 0
 JD0287
 JD0287.The horizontal coordinates were scaled from a topographic map and have
 JD0287.an estimated accuracy of +/- 6 seconds.
 JD0287
 JD0287.The orthometric height was determined by differential leveling
 JD0287.and adjusted by the National Geodetic Survey in June 1991..
 JD0287
 JD0287.The geoid height was determined by GEOID03.
 JD0287
 JD0287.The dynamic height is computed by dividing the NAVD 88
 JD0287.geopotential number by the normal gravity value computed on the
 JD0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0287.degrees latitude (g = 980.6199 gals.).
 JD0287
 JD0287.The modeled gravity was interpolated from observed gravity values.
 JD0287
 JD0287;                    North         East    Units  Estimated Accuracy
 JD0287;SPC MO C     -   287,970.      499,440.      MT  (+/- 180 meters Scaled)
 JD0287
 JD0287                          SUPERSEDED SURVEY CONTROL
 JD0287
 JD0287  NGVD 29 (??/??/92)  219.032  (m)          718.61   (f) ADJ UNCH    2 0
 JD0287
 JD0287.Superseded values are not recommended for survey control.
 JD0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0287.See file dsdata.txt to determine how the superseded data were derived.
 JD0287
 JD0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC430534(NAD 83)
 JD0287_MARKER: DB = BENCH MARK DISK
 JD0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0287_STAMPING: E 100 1935
 JD0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0287+STABILITY: SURFACE MOTION
 JD0287
 JD0287  HISTORY     - Date     Condition        Report By
 JD0287  HISTORY     - 1935     MONUMENTED       CGS
 JD0287
 JD0287                          STATION DESCRIPTION
 JD0287
 JD0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0287'2 MI NE FROM OLEAN.
 JD0287'2.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0287'STATION AT OLEAN, MILLER COUNTY, 16 POLES SOUTH OF MILEPOST 151,
 JD0287'10 RAILS NORTH OF A ROAD CROSSING, AND 40 FEET EAST OF A
 JD0287'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED E 100 1935 AND
 JD0287'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0710 ***********************************************************************
 JC0710  DESIGNATION -  E 101
 JC0710  PID         -  JC0710
 JC0710  STATE/COUNTY-  MO/FRANKLIN
 JC0710  USGS QUAD   -  GERALD (1980)
 JC0710
 JC0710                         *CURRENT SURVEY CONTROL
 JC0710  ___________________________________________________________________
 JC0710* NAD 83(1986)-  38 25 10.     (N)    091 18 28.     (W)     SCALED    
 JC0710* NAVD 88     -       274.128  (meters)     899.37   (feet)  ADJUSTED  
 JC0710  ___________________________________________________________________
 JC0710  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JC0710  DYNAMIC HT  -         273.943 (meters)     898.76  (feet)  COMP
 JC0710  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 JC0710
 JC0710  VERT ORDER  -  SECOND    CLASS 0
 JC0710
 JC0710.The horizontal coordinates were scaled from a topographic map and have
 JC0710.an estimated accuracy of +/- 6 seconds.
 JC0710
 JC0710.The orthometric height was determined by differential leveling
 JC0710.and adjusted by the National Geodetic Survey in June 1991..
 JC0710.WARNING-Repeat measurements at this control monument indicate possible
 JC0710.vertical movement.
 JC0710
 JC0710.The geoid height was determined by GEOID03.
 JC0710
 JC0710.The dynamic height is computed by dividing the NAVD 88
 JC0710.geopotential number by the normal gravity value computed on the
 JC0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0710.degrees latitude (g = 980.6199 gals.).
 JC0710
 JC0710.The modeled gravity was interpolated from observed gravity values.
 JC0710
 JC0710;                    North         East    Units  Estimated Accuracy
 JC0710;SPC MO E     -   287,300.      179,460.      MT  (+/- 180 meters Scaled)
 JC0710
 JC0710                          SUPERSEDED SURVEY CONTROL
 JC0710
 JC0710  NGVD 29 (??/??/92)  274.138  (m)          899.40   (f) ADJ UNCH    2 0
 JC0710
 JC0710.Superseded values are not recommended for survey control.
 JC0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0710.See file dsdata.txt to determine how the superseded data were derived.
 JC0710
 JC0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC477537(NAD 83)
 JC0710_MARKER: DB = BENCH MARK DISK
 JC0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0710_STAMPING: E 101 1935
 JC0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0710+STABILITY: SURFACE MOTION
 JC0710
 JC0710  HISTORY     - Date     Condition        Report By
 JC0710  HISTORY     - 1935     MONUMENTED       CGS
 JC0710  HISTORY     - 1940     GOOD             NGS
 JC0710
 JC0710                          STATION DESCRIPTION
 JC0710
 JC0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0710'1.8 MI E FROM GERALD.
 JC0710'1.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JC0710'FROM THE STATION AT GERALD, FRANKLIN COUNTY, 0.2 MILE WEST OF THE
 JC0710'UNDERPASS OF U.S. HIGHWAY 50, 81.2 FEET WEST OF THE THIRTIETH
 JC0710'POLE WEST OF MILEPOST 78, AT A FARM-ROAD CROSSING, 91 FEET WEST
 JC0710'OF THE CENTER LINE OF THE ROAD, 42.1 FEET NORTH OF THE NORTH RAIL,
 JC0710'2 YARDS SOUTH OF A FENCE, AND 0.6 FOOT EAST OF A WHITE WOODEN
 JC0710'WITNESS POST.  A STANDARD DISK, STAMPED E 101 1935 AND SET IN THE
 JC0710'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0743 ***********************************************************************
 JC0743  DESIGNATION -  E 102
 JC0743  PID         -  JC0743
 JC0743  STATE/COUNTY-  MO/GASCONADE
 JC0743  USGS QUAD   -  ROSEBUD (1980)
 JC0743
 JC0743                         *CURRENT SURVEY CONTROL
 JC0743  ___________________________________________________________________
 JC0743* NAD 83(1986)-  38 24 10.     (N)    091 26 21.     (W)     SCALED    
 JC0743* NAVD 88     -       277.505  (meters)     910.45   (feet)  ADJUSTED  
 JC0743  ___________________________________________________________________
 JC0743  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JC0743  DYNAMIC HT  -         277.318 (meters)     909.83  (feet)  COMP
 JC0743  MODELED GRAV-     979,944.6   (mgal)                       NAVD 88
 JC0743
 JC0743  VERT ORDER  -  SECOND    CLASS 0
 JC0743
 JC0743.The horizontal coordinates were scaled from a topographic map and have
 JC0743.an estimated accuracy of +/- 6 seconds.
 JC0743
 JC0743.The orthometric height was determined by differential leveling
 JC0743.and adjusted by the National Geodetic Survey in June 1991..
 JC0743
 JC0743.The geoid height was determined by GEOID03.
 JC0743
 JC0743.The dynamic height is computed by dividing the NAVD 88
 JC0743.geopotential number by the normal gravity value computed on the
 JC0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0743.degrees latitude (g = 980.6199 gals.).
 JC0743
 JC0743.The modeled gravity was interpolated from observed gravity values.
 JC0743
 JC0743;                    North         East    Units  Estimated Accuracy
 JC0743;SPC MO E     -   285,560.      167,970.      MT  (+/- 180 meters Scaled)
 JC0743
 JC0743                          SUPERSEDED SURVEY CONTROL
 JC0743
 JC0743  NGVD 29 (??/??/92)  277.511  (m)          910.47   (f) ADJ UNCH    2 0
 JC0743
 JC0743.Superseded values are not recommended for survey control.
 JC0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0743.See file dsdata.txt to determine how the superseded data were derived.
 JC0743
 JC0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC362516(NAD 83)
 JC0743_MARKER: DB = BENCH MARK DISK
 JC0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0743_STAMPING: E 102 1935
 JC0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0743+STABILITY: SURFACE MOTION
 JC0743
 JC0743  HISTORY     - Date     Condition        Report By
 JC0743  HISTORY     - 1935     MONUMENTED       CGS
 JC0743  HISTORY     - 1938     GOOD             NGS
 JC0743  HISTORY     - 1965     POOR             USGS
 JC0743
 JC0743                          STATION DESCRIPTION
 JC0743
 JC0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0743'2.6 MI NW FROM ROSEBUD.
 JC0743'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE MISSOURI
 JC0743'STATE HIGHWAY MAINTENANCE GARAGE AT ROSEBUD, GASCONADE COUNTY,
 JC0743'AT THE JUNCTION OF A ROAD LEADING SOUTHWEST, 30 FEET NORTHWEST
 JC0743'OF THE CENTER LINE OF THE HIGHWAY, AND 12 FEET NORTHWEST OF A POLE.
 JC0743'A STANDARD DISK, STAMPED E 102 1935 AND SET IN THE TOP OF A
 JC0743'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 JC0743
 JC0743                          STATION RECOVERY (1965)
 JC0743
 JC0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JC0743'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0645 ***********************************************************************
 JC0645  DESIGNATION -  E 103
 JC0645  PID         -  JC0645
 JC0645  STATE/COUNTY-  MO/MONTGOMERY
 JC0645  USGS QUAD   -  PINNACLE LAKE (1973)
 JC0645
 JC0645                         *CURRENT SURVEY CONTROL
 JC0645  ___________________________________________________________________
 JC0645* NAD 83(1986)-  38 46 55.     (N)    091 27 54.     (W)     SCALED    
 JC0645* NAVD 88     -       162.071  (meters)     531.73   (feet)  ADJUSTED  
 JC0645  ___________________________________________________________________
 JC0645  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JC0645  DYNAMIC HT  -         161.968 (meters)     531.39  (feet)  COMP
 JC0645  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 JC0645
 JC0645  VERT ORDER  -  SECOND    CLASS 0
 JC0645
 JC0645.The horizontal coordinates were scaled from a topographic map and have
 JC0645.an estimated accuracy of +/- 6 seconds.
 JC0645
 JC0645.The orthometric height was determined by differential leveling
 JC0645.and adjusted by the National Geodetic Survey in June 1991..
 JC0645
 JC0645.The geoid height was determined by GEOID03.
 JC0645
 JC0645.The dynamic height is computed by dividing the NAVD 88
 JC0645.geopotential number by the normal gravity value computed on the
 JC0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0645.degrees latitude (g = 980.6199 gals.).
 JC0645
 JC0645.The modeled gravity was interpolated from observed gravity values.
 JC0645
 JC0645;                    North         East    Units  Estimated Accuracy
 JC0645;SPC MO E     -   327,670.      166,150.      MT  (+/- 180 meters Scaled)
 JC0645
 JC0645                          SUPERSEDED SURVEY CONTROL
 JC0645
 JC0645  NGVD 29 (??/??/92)  162.082  (m)          531.76   (f) ADJ UNCH    2 0
 JC0645
 JC0645.Superseded values are not recommended for survey control.
 JC0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0645.See file dsdata.txt to determine how the superseded data were derived.
 JC0645
 JC0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC333936(NAD 83)
 JC0645_MARKER: DB = BENCH MARK DISK
 JC0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0645_STAMPING: E 103 1935
 JC0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0645+STABILITY: SURFACE MOTION
 JC0645
 JC0645  HISTORY     - Date     Condition        Report By
 JC0645  HISTORY     - 1935     MONUMENTED       CGS
 JC0645  HISTORY     - 1972     MARK NOT FOUND   USGS
 JC0645
 JC0645                          STATION DESCRIPTION
 JC0645
 JC0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0645'2 MI S FROM BIG SPRINGS.
 JC0645'2.0 MILES SOUTH ALONG STATE HIGHWAY 19 FROM BIGSPRING, MONTGOMERY
 JC0645'COUNTY, 125 FEET NORTH OF A SMALL CULVERT, 100 FEET SOUTH OF A
 JC0645'STONE PILLAR AT THE SOUTHWEST CORNER OF THE FIRST FIELD SOUTH
 JC0645'OF A LARGE YELLOW HOUSE, 33 FEET WEST OF THE CENTERLINE OF
 JC0645'THE HIGHWAY, AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 JC0645'STANDARD DISK, STAMPED E 103 1935 AND SET IN THE TOP OF A
 JC0645'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 JC0645
 JC0645                          STATION RECOVERY (1972)
 JC0645
 JC0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JC0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0832 ***********************************************************************
 JC0832  DESIGNATION -  E 104
 JC0832  PID         -  JC0832
 JC0832  STATE/COUNTY-  MO/CRAWFORD
 JC0832  USGS QUAD   -  CUBA (1980)
 JC0832
 JC0832                         *CURRENT SURVEY CONTROL
 JC0832  ___________________________________________________________________
 JC0832* NAD 83(1986)-  38 06 36.     (N)    091 25 15.     (W)     SCALED    
 JC0832* NAVD 88     -       303.735  (meters)     996.50   (feet)  ADJUSTED  
 JC0832  ___________________________________________________________________
 JC0832  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 JC0832  DYNAMIC HT  -         303.515 (meters)     995.78  (feet)  COMP
 JC0832  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 JC0832
 JC0832  VERT ORDER  -  SECOND    CLASS 0
 JC0832
 JC0832.The horizontal coordinates were scaled from a topographic map and have
 JC0832.an estimated accuracy of +/- 6 seconds.
 JC0832
 JC0832.The orthometric height was determined by differential leveling
 JC0832.and adjusted by the National Geodetic Survey in June 1991..
 JC0832
 JC0832.The geoid height was determined by GEOID03.
 JC0832
 JC0832.The dynamic height is computed by dividing the NAVD 88
 JC0832.geopotential number by the normal gravity value computed on the
 JC0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0832.degrees latitude (g = 980.6199 gals.).
 JC0832
 JC0832.The modeled gravity was interpolated from observed gravity values.
 JC0832
 JC0832;                    North         East    Units  Estimated Accuracy
 JC0832;SPC MO E     -   253,040.      169,250.      MT  (+/- 180 meters Scaled)
 JC0832
 JC0832                          SUPERSEDED SURVEY CONTROL
 JC0832
 JC0832  NGVD 29 (??/??/92)  303.722  (m)          996.46   (f) ADJ UNCH    2 0
 JC0832
 JC0832.Superseded values are not recommended for survey control.
 JC0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0832.See file dsdata.txt to determine how the superseded data were derived.
 JC0832
 JC0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC384191(NAD 83)
 JC0832_MARKER: DB = BENCH MARK DISK
 JC0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0832_STAMPING: E 104 1935
 JC0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0832+STABILITY: SURFACE MOTION
 JC0832
 JC0832  HISTORY     - Date     Condition        Report By
 JC0832  HISTORY     - 1935     MONUMENTED       CGS
 JC0832
 JC0832                          STATION DESCRIPTION
 JC0832
 JC0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0832'3.7 MI N FROM CUBA.
 JC0832'3.7 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE ST. LOUIS-SAN
 JC0832'FRANCISCO RAILWAY STATION AT CUBA, CRAWFORD COUNTY, 0.2 MILE
 JC0832'NORTH OF A ROAD INTERSECTION, 18 YARDS NORTH OF THE JUNCTION OF
 JC0832'A ROAD LEADING SOUTHWEST, 10 YARDS WEST OF THE CENTER LINE OF THE
 JC0832'HIGHWAY, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED E
 JC0832'104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0121 ***********************************************************************
 HE0121  DESIGNATION -  E 106
 HE0121  PID         -  HE0121
 HE0121  STATE/COUNTY-  MO/VERNON
 HE0121  USGS QUAD   -  MOUNDVILLE (1991)
 HE0121
 HE0121                         *CURRENT SURVEY CONTROL
 HE0121  ___________________________________________________________________
 HE0121* NAD 83(1986)-  37 49 43.     (N)    094 28 34.     (W)     SCALED    
 HE0121* NAVD 88     -       245.731  (meters)     806.20   (feet)  ADJUSTED  
 HE0121  ___________________________________________________________________
 HE0121  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HE0121  DYNAMIC HT  -         245.547 (meters)     805.60  (feet)  COMP
 HE0121  MODELED GRAV-     979,878.3   (mgal)                       NAVD 88
 HE0121
 HE0121  VERT ORDER  -  SECOND    CLASS 0
 HE0121
 HE0121.The horizontal coordinates were scaled from a topographic map and have
 HE0121.an estimated accuracy of +/- 6 seconds.
 HE0121
 HE0121.The orthometric height was determined by differential leveling
 HE0121.and adjusted by the National Geodetic Survey in June 1991..
 HE0121
 HE0121.The geoid height was determined by GEOID03.
 HE0121
 HE0121.The dynamic height is computed by dividing the NAVD 88
 HE0121.geopotential number by the normal gravity value computed on the
 HE0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0121.degrees latitude (g = 980.6199 gals.).
 HE0121
 HE0121.The modeled gravity was interpolated from observed gravity values.
 HE0121
 HE0121;                    North         East    Units  Estimated Accuracy
 HE0121;SPC MO W     -   184,430.      852,100.      MT  (+/- 180 meters Scaled)
 HE0121
 HE0121                          SUPERSEDED SURVEY CONTROL
 HE0121
 HE0121  NGVD 29 (??/??/92)  245.625  (m)          805.85   (f) ADJ UNCH    2 0
 HE0121
 HE0121.Superseded values are not recommended for survey control.
 HE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0121.See file dsdata.txt to determine how the superseded data were derived.
 HE0121
 HE0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB700878(NAD 83)
 HE0121_MARKER: DB = BENCH MARK DISK
 HE0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0121_STAMPING: E 106 1934
 HE0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0121+STABILITY: SURFACE MOTION
 HE0121
 HE0121  HISTORY     - Date     Condition        Report By
 HE0121  HISTORY     - 1934     MONUMENTED       CGS
 HE0121  HISTORY     - 19871214 MARK NOT FOUND   USPSQD
 HE0121
 HE0121                          STATION DESCRIPTION
 HE0121
 HE0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0121'2.1 MI E FROM DEERFIELD.
 HE0121'2.1 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0121'THE STATION AT DEERFIELD, VERNON COUNTY, AT MILEAGE 324.9, AT
 HE0121'A ROAD CROSSING, 39 FEET WEST OF THE CENTERLINE OF THE ROAD,
 HE0121'AND 35 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 HE0121'DISK, STAMPED E 106 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HE0121
 HE0121                          STATION RECOVERY (1987)
 HE0121
 HE0121'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 HE0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0031 ***********************************************************************
 GG0031  DESIGNATION -  E 108
 GG0031  PID         -  GG0031
 GG0031  STATE/COUNTY-  MO/MCDONALD
 GG0031  USGS QUAD   -  NOEL (1982)
 GG0031
 GG0031                         *CURRENT SURVEY CONTROL
 GG0031  ___________________________________________________________________
 GG0031* NAD 83(1986)-  36 36 29.     (N)    094 26 51.     (W)     SCALED    
 GG0031* NAVD 88     -       261.037  (meters)     856.42   (feet)  ADJUSTED  
 GG0031  ___________________________________________________________________
 GG0031  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GG0031  DYNAMIC HT  -         260.817 (meters)     855.70  (feet)  COMP
 GG0031  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 GG0031
 GG0031  VERT ORDER  -  SECOND    CLASS 0
 GG0031
 GG0031.The horizontal coordinates were scaled from a topographic map and have
 GG0031.an estimated accuracy of +/- 6 seconds.
 GG0031
 GG0031.The orthometric height was determined by differential leveling
 GG0031.and adjusted by the National Geodetic Survey in June 1991..
 GG0031
 GG0031.The geoid height was determined by GEOID03.
 GG0031
 GG0031.The dynamic height is computed by dividing the NAVD 88
 GG0031.geopotential number by the normal gravity value computed on the
 GG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0031.degrees latitude (g = 980.6199 gals.).
 GG0031
 GG0031.The modeled gravity was interpolated from observed gravity values.
 GG0031
 GG0031;                    North         East    Units  Estimated Accuracy
 GG0031;SPC MO W     -    48,980.      854,700.      MT  (+/- 180 meters Scaled)
 GG0031
 GG0031                          SUPERSEDED SURVEY CONTROL
 GG0031
 GG0031  NGVD 29 (??/??/92)  260.920  (m)          856.03   (f) ADJ UNCH    2 0
 GG0031
 GG0031.Superseded values are not recommended for survey control.
 GG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0031.See file dsdata.txt to determine how the superseded data were derived.
 GG0031
 GG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA705523(NAD 83)
 GG0031_MARKER: DB = BENCH MARK DISK
 GG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0031_STAMPING: E 108 1935
 GG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0031+STABILITY: SURFACE MOTION
 GG0031
 GG0031  HISTORY     - Date     Condition        Report By
 GG0031  HISTORY     - 1935     MONUMENTED       CGS
 GG0031  HISTORY     - 1979     MARK NOT FOUND   USGS
 GG0031  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0031  HISTORY     - 19910323 MARK NOT FOUND   USPSQD
 GG0031  HISTORY     - 20060308 MARK NOT FOUND   MODNR
 GG0031
 GG0031                          STATION DESCRIPTION
 GG0031
 GG0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0031'AT LANAGAN.
 GG0031'AT LANAGAN, MC DONALD COUNTY, ON THE KANSAS CITY SOUTHERN RAILWAY
 GG0031'10 RAILS NORTH OF THE STATION, 5 RAILS SOUTH OF MILEPOST 195,
 GG0031'70 FEET NORTHWEST OF A WATER TANK, 50 FEET WEST OF THE TRACK, AND
 GG0031'40 FEET EAST OF U.S. HIGHWAY 71.  A STANDARD DISK, STAMPED E 108
 GG0031'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GG0031
 GG0031                          STATION RECOVERY (1979)
 GG0031
 GG0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GG0031'MARK NOT FOUND.
 GG0031
 GG0031                          STATION RECOVERY (1987)
 GG0031
 GG0031'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0031'MARK NOT FOUND.
 GG0031
 GG0031                          STATION RECOVERY (1991)
 GG0031
 GG0031'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 GG0031'MARK NOT FOUND.
 GG0031
 GG0031                          STATION RECOVERY (2006)
 GG0031
 GG0031'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0005 ***********************************************************************
 GG0005  DESIGNATION -  E 109
 GG0005  PID         -  GG0005
 GG0005  STATE/COUNTY-  MO/BARRY
 GG0005  USGS QUAD   -  WHEATON (1972)
 GG0005
 GG0005                         *CURRENT SURVEY CONTROL
 GG0005  ___________________________________________________________________
 GG0005* NAD 83(1986)-  36 45 45.     (N)    094 03 14.     (W)     SCALED    
 GG0005* NAVD 88     -       422.820  (meters)    1387.20   (feet)  ADJUSTED  
 GG0005  ___________________________________________________________________
 GG0005  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GG0005  DYNAMIC HT  -         422.462 (meters)    1386.03  (feet)  COMP
 GG0005  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 GG0005
 GG0005  VERT ORDER  -  SECOND    CLASS 0
 GG0005
 GG0005.The horizontal coordinates were scaled from a topographic map and have
 GG0005.an estimated accuracy of +/- 6 seconds.
 GG0005
 GG0005.The orthometric height was determined by differential leveling
 GG0005.and adjusted by the National Geodetic Survey in June 1991..
 GG0005
 GG0005.The geoid height was determined by GEOID03.
 GG0005
 GG0005.The dynamic height is computed by dividing the NAVD 88
 GG0005.geopotential number by the normal gravity value computed on the
 GG0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0005.degrees latitude (g = 980.6199 gals.).
 GG0005
 GG0005.The modeled gravity was interpolated from observed gravity values.
 GG0005
 GG0005;                    North         East    Units  Estimated Accuracy
 GG0005;SPC MO W     -    66,210.      889,830.      MT  (+/- 180 meters Scaled)
 GG0005
 GG0005                          SUPERSEDED SURVEY CONTROL
 GG0005
 GG0005  NGVD 29 (??/??/92)  422.678  (m)         1386.74   (f) ADJ UNCH    2 0
 GG0005
 GG0005.Superseded values are not recommended for survey control.
 GG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0005.See file dsdata.txt to determine how the superseded data were derived.
 GG0005
 GG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA059690(NAD 83)
 GG0005_MARKER: DB = BENCH MARK DISK
 GG0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0005_STAMPING: E 109 1935
 GG0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0005+STABILITY: SURFACE MOTION
 GG0005
 GG0005  HISTORY     - Date     Condition        Report By
 GG0005  HISTORY     - 1935     MONUMENTED       CGS
 GG0005
 GG0005                          STATION DESCRIPTION
 GG0005
 GG0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0005'AT WHEATON.
 GG0005'AT WHEATON, BARRY COUNTY, 2 RAILS EAST OF THE MISSOURI AND NORTH
 GG0005'ARKANSAS RAILWAY STATION, 8 POLES EAST OF MILEPOST 41, AND
 GG0005'40 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED E 109 1935
 GG0005'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0311 ***********************************************************************
 KD0311  DESIGNATION -  E 11
 KD0311  PID         -  KD0311
 KD0311  STATE/COUNTY-  MO/LINN
 KD0311  USGS QUAD   -  LACLEDE (1984)
 KD0311
 KD0311                         *CURRENT SURVEY CONTROL
 KD0311  ___________________________________________________________________
 KD0311* NAD 83(1986)-  39 47 24.     (N)    093 10 00.     (W)     SCALED    
 KD0311* NAVD 88     -       239.458  (meters)     785.62   (feet)  ADJUSTED  
 KD0311  ___________________________________________________________________
 KD0311  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KD0311  DYNAMIC HT  -         239.325 (meters)     785.19  (feet)  COMP
 KD0311  MODELED GRAV-     980,063.6   (mgal)                       NAVD 88
 KD0311
 KD0311  VERT ORDER  -  FIRST     CLASS II
 KD0311
 KD0311.The horizontal coordinates were scaled from a topographic map and have
 KD0311.an estimated accuracy of +/- 6 seconds.
 KD0311
 KD0311.The orthometric height was determined by differential leveling
 KD0311.and adjusted by the National Geodetic Survey in June 1991..
 KD0311
 KD0311.The geoid height was determined by GEOID03.
 KD0311
 KD0311.The dynamic height is computed by dividing the NAVD 88
 KD0311.geopotential number by the normal gravity value computed on the
 KD0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0311.degrees latitude (g = 980.6199 gals.).
 KD0311
 KD0311.The modeled gravity was interpolated from observed gravity values.
 KD0311
 KD0311;                    North         East    Units  Estimated Accuracy
 KD0311;SPC MO C     -   439,350.      442,900.      MT  (+/- 180 meters Scaled)
 KD0311
 KD0311                          SUPERSEDED SURVEY CONTROL
 KD0311
 KD0311  NGVD 29 (??/??/92)  239.422  (m)          785.50   (f) ADJ UNCH    1 2
 KD0311
 KD0311.Superseded values are not recommended for survey control.
 KD0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0311.See file dsdata.txt to determine how the superseded data were derived.
 KD0311
 KD0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE857044(NAD 83)
 KD0311_MARKER: DB = BENCH MARK DISK
 KD0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0311_SP_SET: FOUNDATION
 KD0311_STAMPING: 785.228 E 11 1930
 KD0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0311
 KD0311  HISTORY     - Date     Condition        Report By
 KD0311  HISTORY     - 1930     MONUMENTED       CGS
 KD0311  HISTORY     - 1935     GOOD             NGS
 KD0311  HISTORY     - 1967     GOOD             NGS
 KD0311  HISTORY     - 1981     MARK NOT FOUND   USGS
 KD0311
 KD0311                          STATION DESCRIPTION
 KD0311
 KD0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0311'IN LACLEDE.
 KD0311'AT LACLEDE, LINN COUNTY, 435 YARDS NORTH OF THE CHICAGO,
 KD0311'BURLINGTON AND QUINCY RAILROAD STATION, AT A WATER TANK, AND IN
 KD0311'THE SOUTHEAST CORNER OF THE FOUNDATION.  A STANDARD DISK, STAMPED
 KD0311'785.228 E 11 1930.
 KD0311
 KD0311                          STATION RECOVERY (1967)
 KD0311
 KD0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0311'RECOVERED IN GOOD CONDITION.
 KD0311
 KD0311                          STATION RECOVERY (1981)
 KD0311
 KD0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 KD0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1039 ***********************************************************************
 JD1039  DESIGNATION -  E 11 B 1
 JD1039  PID         -  JD1039
 JD1039  STATE/COUNTY-  MO/PETTIS
 JD1039  USGS QUAD   -  SEDALIA EAST (1973)
 JD1039
 JD1039                         *CURRENT SURVEY CONTROL
 JD1039  ___________________________________________________________________
 JD1039* NAD 83(1986)-  38 37 40.     (N)    093 08 50.     (W)     SCALED    
 JD1039* NAVD 88     -       278.334  (meters)     913.17   (feet)  ADJUSTED  
 JD1039  ___________________________________________________________________
 JD1039  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1039  DYNAMIC HT  -         278.142 (meters)     912.54  (feet)  COMP
 JD1039  MODELED GRAV-     979,928.5   (mgal)                       NAVD 88
 JD1039
 JD1039  VERT ORDER  -  SECOND    CLASS 0
 JD1039
 JD1039.The horizontal coordinates were scaled from a topographic map and have
 JD1039.an estimated accuracy of +/- 6 seconds.
 JD1039
 JD1039.The orthometric height was determined by differential leveling
 JD1039.and adjusted by the National Geodetic Survey in June 1991..
 JD1039
 JD1039.The geoid height was determined by GEOID03.
 JD1039
 JD1039.The dynamic height is computed by dividing the NAVD 88
 JD1039.geopotential number by the normal gravity value computed on the
 JD1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1039.degrees latitude (g = 980.6199 gals.).
 JD1039
 JD1039.The modeled gravity was interpolated from observed gravity values.
 JD1039
 JD1039;                    North         East    Units  Estimated Accuracy
 JD1039;SPC MO C     -   310,310.      443,640.      MT  (+/- 180 meters Scaled)
 JD1039
 JD1039                          SUPERSEDED SURVEY CONTROL
 JD1039
 JD1039  NGVD 29 (??/??/92)  278.23   (m)          912.8    (f) COMPUTED    2 0
 JD1039
 JD1039.Superseded values are not recommended for survey control.
 JD1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1039.See file dsdata.txt to determine how the superseded data were derived.
 JD1039
 JD1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC871754(NAD 83)
 JD1039_MARKER: Z = SEE DESCRIPTION
 JD1039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1039_SP_SET: TRIBRACH
 JD1039_STAMPING: E11 B1
 JD1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1039
 JD1039  HISTORY     - Date     Condition        Report By
 JD1039  HISTORY     - UNK      MONUMENTED       DOD
 JD1039  HISTORY     - 1963     GOOD             NGS
 JD1039
 JD1039                          STATION DESCRIPTION
 JD1039
 JD1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1039'7.4 MI SW FROM SMITHTON.
 JD1039'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1039'THE STATION AT SMITHTON, THENCE 1.1 MILES SOUTH ALONG A GRAVELED
 JD1039'ROAD, THENCE 0.8 MILE WEST ALONG A WINDING GRAVELED ROAD,
 JD1039'THENCE 0.25 MILE SOUTH ALONG A PAVED ROAD, THENCE 2.15 MILES
 JD1039'SOUTH ALONG A GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A
 JD1039'GRAVELED ROAD, THENCE 0.55 MILE SOUTH ALONG COUNTY ROAD C, THENCE
 JD1039'ABOUT 0.25 MILE SOUTHEAST ACROSS COUNTRY, IN SECTION 32, T 45 N,
 JD1039'R 20 W, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JD1039'COVERED TRIBRACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD1039'CONCRETE CYLINDER PROJECTING 6 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1043 ***********************************************************************
 JD1043  DESIGNATION -  E 11 B 2
 JD1043  PID         -  JD1043
 JD1043  STATE/COUNTY-  MO/PETTIS
 JD1043  USGS QUAD   -  SEDALIA EAST (1973)
 JD1043
 JD1043                         *CURRENT SURVEY CONTROL
 JD1043  ___________________________________________________________________
 JD1043* NAD 83(1986)-  38 37 38.     (N)    093 09 22.     (W)     SCALED    
 JD1043* NAVD 88     -       273.448  (meters)     897.14   (feet)  ADJUSTED  
 JD1043  ___________________________________________________________________
 JD1043  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1043  DYNAMIC HT  -         273.258 (meters)     896.51  (feet)  COMP
 JD1043  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 JD1043
 JD1043  VERT ORDER  -  SECOND    CLASS 0
 JD1043
 JD1043.The horizontal coordinates were scaled from a topographic map and have
 JD1043.an estimated accuracy of +/- 6 seconds.
 JD1043
 JD1043.The orthometric height was determined by differential leveling
 JD1043.and adjusted by the National Geodetic Survey in June 1991..
 JD1043
 JD1043.The geoid height was determined by GEOID03.
 JD1043
 JD1043.The dynamic height is computed by dividing the NAVD 88
 JD1043.geopotential number by the normal gravity value computed on the
 JD1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1043.degrees latitude (g = 980.6199 gals.).
 JD1043
 JD1043.The modeled gravity was interpolated from observed gravity values.
 JD1043
 JD1043;                    North         East    Units  Estimated Accuracy
 JD1043;SPC MO C     -   310,260.      442,870.      MT  (+/- 180 meters Scaled)
 JD1043
 JD1043                          SUPERSEDED SURVEY CONTROL
 JD1043
 JD1043  NGVD 29 (??/??/92)  273.346  (m)          896.80   (f) ADJ UNCH    2 0
 JD1043
 JD1043.Superseded values are not recommended for survey control.
 JD1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1043.See file dsdata.txt to determine how the superseded data were derived.
 JD1043
 JD1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC864754(NAD 83)
 JD1043_MARKER: Z = SEE DESCRIPTION
 JD1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1043_SP_SET: TRIBRACH
 JD1043_STAMPING: E11 B2
 JD1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1043
 JD1043  HISTORY     - Date     Condition        Report By
 JD1043  HISTORY     - UNK      MONUMENTED       DOD
 JD1043  HISTORY     - 1963     GOOD             NGS
 JD1043
 JD1043                          STATION DESCRIPTION
 JD1043
 JD1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1043'7.4 MI SW FROM SMITHTON.
 JD1043'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1043'THE STATION AT SMITHTON, THENCE 1.1 MILES SOUTH ALONG A GRAVELED
 JD1043'ROAD, THENCE 0.8 MILE WEST ALONG A WINDING GRAVELED ROAD, THENCE
 JD1043'0.25 MILE SOUTH ALONG AN OILED ROAD, THENCE 2.15 MILES SOUTH
 JD1043'ALONG A GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED
 JD1043'ROAD, THENCE 0.55 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25
 JD1043'MILE WEST ALONG COUNTY ROAD C, THENCE 0.2 MILE SOUTH ALONG A GRAVELED
 JD1043'ROAD, IN SECTION 32, T 45 N, R 20 W, 30 FEET EAST OF THE CENTER
 JD1043'LINE OF THE ROAD, 7 FEET EAST OF A FENCE, AND THE TOP SURFACE
 JD1043'OVER THE CENTER HOLE OF A METAL COVERED TRIBRACH WHICH IS
 JD1043'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 JD1043'4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1042 ***********************************************************************
 JD1042  DESIGNATION -  E 11 Z
 JD1042  PID         -  JD1042
 JD1042  STATE/COUNTY-  MO/PETTIS
 JD1042  USGS QUAD   -  SEDALIA EAST (1973)
 JD1042
 JD1042                         *CURRENT SURVEY CONTROL
 JD1042  ___________________________________________________________________
 JD1042* NAD 83(1986)-  38 37 47.     (N)    093 09 21.     (W)     SCALED    
 JD1042* NAVD 88     -       275.674  (meters)     904.44   (feet)  ADJUSTED  
 JD1042  ___________________________________________________________________
 JD1042  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1042  DYNAMIC HT  -         275.483 (meters)     903.81  (feet)  COMP
 JD1042  MODELED GRAV-     979,928.5   (mgal)                       NAVD 88
 JD1042
 JD1042  VERT ORDER  -  SECOND    CLASS 0
 JD1042
 JD1042.The horizontal coordinates were scaled from a topographic map and have
 JD1042.an estimated accuracy of +/- 6 seconds.
 JD1042
 JD1042.The orthometric height was determined by differential leveling
 JD1042.and adjusted by the National Geodetic Survey in June 1991..
 JD1042
 JD1042.The geoid height was determined by GEOID03.
 JD1042
 JD1042.The dynamic height is computed by dividing the NAVD 88
 JD1042.geopotential number by the normal gravity value computed on the
 JD1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1042.degrees latitude (g = 980.6199 gals.).
 JD1042
 JD1042.The modeled gravity was interpolated from observed gravity values.
 JD1042
 JD1042;                    North         East    Units  Estimated Accuracy
 JD1042;SPC MO C     -   310,530.      442,900.      MT  (+/- 180 meters Scaled)
 JD1042
 JD1042                          SUPERSEDED SURVEY CONTROL
 JD1042
 JD1042  NGVD 29 (??/??/92)  275.572  (m)          904.11   (f) ADJ UNCH    2 0
 JD1042
 JD1042.Superseded values are not recommended for survey control.
 JD1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1042.See file dsdata.txt to determine how the superseded data were derived.
 JD1042
 JD1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC864756(NAD 83)
 JD1042_MARKER: DS = TRIANGULATION STATION DISK
 JD1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1042_STAMPING: E 11 Z 1963
 JD1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1042+STABILITY: SURFACE MOTION
 JD1042
 JD1042  HISTORY     - Date     Condition        Report By
 JD1042  HISTORY     - 1963     MONUMENTED       CGS
 JD1042
 JD1042                          STATION DESCRIPTION
 JD1042
 JD1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1042'7.2 MI SW FROM SMITHTON.
 JD1042'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1042'THE STATION AT SMITHTON, THENCE 1.1 MILES SOUTH ALONG A GRAVELED
 JD1042'ROAD, THENCE 0.8 MILE WEST ALONG A WINDING GRAVELED ROAD, THENCE
 JD1042'0.25 MILE SOUTH ALONG A PAVED ROAD, THENCE 2.15 MILES SOUTH
 JD1042'ALONG A GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED
 JD1042'ROAD, THENCE 0.55 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25
 JD1042'MILE WEST ALONG COUNTY ROAD C, IN SECTION 32, T 45 N, R 20 W,
 JD1042'64 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD C, 36 FEET
 JD1042'EAST OF THE ROAD LEADING SOUTH, 28 1/2 FEET SOUTH OF A FENCE,
 JD1042'20 FEET EAST OF A FENCE, 33 1/2 FEET SOUTHEAST OF A POWER POLE,
 JD1042'2 FEET ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD1042'12-INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1040 ***********************************************************************
 JD1040  DESIGNATION -  E 11 Z RM 1
 JD1040  PID         -  JD1040
 JD1040  STATE/COUNTY-  MO/PETTIS
 JD1040  USGS QUAD   -  SEDALIA EAST (1973)
 JD1040
 JD1040                         *CURRENT SURVEY CONTROL
 JD1040  ___________________________________________________________________
 JD1040* NAD 83(1986)-  38 37 47.     (N)    093 09 20.     (W)     SCALED    
 JD1040* NAVD 88     -       276.762  (meters)     908.01   (feet)  ADJUSTED  
 JD1040  ___________________________________________________________________
 JD1040  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1040  DYNAMIC HT  -         276.570 (meters)     907.38  (feet)  COMP
 JD1040  MODELED GRAV-     979,928.6   (mgal)                       NAVD 88
 JD1040
 JD1040  VERT ORDER  -  SECOND    CLASS 0
 JD1040
 JD1040.The horizontal coordinates were scaled from a topographic map and have
 JD1040.an estimated accuracy of +/- 6 seconds.
 JD1040
 JD1040.The orthometric height was determined by differential leveling
 JD1040.and adjusted by the National Geodetic Survey in June 1991..
 JD1040
 JD1040.The geoid height was determined by GEOID03.
 JD1040
 JD1040.The dynamic height is computed by dividing the NAVD 88
 JD1040.geopotential number by the normal gravity value computed on the
 JD1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1040.degrees latitude (g = 980.6199 gals.).
 JD1040
 JD1040.The modeled gravity was interpolated from observed gravity values.
 JD1040
 JD1040;                    North         East    Units  Estimated Accuracy
 JD1040;SPC MO C     -   310,530.      442,920.      MT  (+/- 180 meters Scaled)
 JD1040
 JD1040                          SUPERSEDED SURVEY CONTROL
 JD1040
 JD1040  NGVD 29 (??/??/92)  276.66   (m)          907.7    (f) COMPUTED    2 0
 JD1040
 JD1040.Superseded values are not recommended for survey control.
 JD1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1040.See file dsdata.txt to determine how the superseded data were derived.
 JD1040
 JD1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC864756(NAD 83)
 JD1040_MARKER: DR = REFERENCE MARK DISK
 JD1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1040_STAMPING: E 11 Z NO 1 1963
 JD1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1040+STABILITY: SURFACE MOTION
 JD1040
 JD1040  HISTORY     - Date     Condition        Report By
 JD1040  HISTORY     - 1963     MONUMENTED       CGS
 JD1040
 JD1040                          STATION DESCRIPTION
 JD1040
 JD1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1040'0.8 MI W FROM SMITHTON.
 JD1040'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1040'THE STATION AT SMITHTON, THENCE 1.1 MILES SOUTH ALONG A GRAVELED
 JD1040'ROAD, THENCE 0.8 MILE WEST ALONG A WINDING GRAVELED ROAD, THENCE
 JD1040'0.25 MILE SOUTH ALONG AN OILED ROAD, THENCE 2.15 MILES SOUTH ALONG
 JD1040'A GRAVELED ROAD, THENCE 1.3 MILE WEST ALONG A GRAVELED ROAD,
 JD1040'THENCE 0.55 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25
 JD1040'MILE WEST ALONG COUNTY ROAD C, AT A ROAD JUNCTION IN SECTION 32,
 JD1040'T 45 N, R 20 W, 111.6 FEET EAST-NORTHEAST OF E 11 Z 1963, 35 1/2
 JD1040'FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD C, 1 FOOT NORTH
 JD1040'OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 JD1040'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1040'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1041 ***********************************************************************
 JD1041  DESIGNATION -  E 11 Z RM 2
 JD1041  PID         -  JD1041
 JD1041  STATE/COUNTY-  MO/PETTIS
 JD1041  USGS QUAD   -  SEDALIA EAST (1973)
 JD1041
 JD1041                         *CURRENT SURVEY CONTROL
 JD1041  ___________________________________________________________________
 JD1041* NAD 83(1986)-  38 37 48.     (N)    093 09 21.     (W)     SCALED    
 JD1041* NAVD 88     -       275.896  (meters)     905.17   (feet)  ADJUSTED  
 JD1041  ___________________________________________________________________
 JD1041  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1041  DYNAMIC HT  -         275.704 (meters)     904.54  (feet)  COMP
 JD1041  MODELED GRAV-     979,928.6   (mgal)                       NAVD 88
 JD1041
 JD1041  VERT ORDER  -  SECOND    CLASS 0
 JD1041
 JD1041.The horizontal coordinates were scaled from a topographic map and have
 JD1041.an estimated accuracy of +/- 6 seconds.
 JD1041
 JD1041.The orthometric height was determined by differential leveling
 JD1041.and adjusted by the National Geodetic Survey in June 1991..
 JD1041
 JD1041.The geoid height was determined by GEOID03.
 JD1041
 JD1041.The dynamic height is computed by dividing the NAVD 88
 JD1041.geopotential number by the normal gravity value computed on the
 JD1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1041.degrees latitude (g = 980.6199 gals.).
 JD1041
 JD1041.The modeled gravity was interpolated from observed gravity values.
 JD1041
 JD1041;                    North         East    Units  Estimated Accuracy
 JD1041;SPC MO C     -   310,560.      442,900.      MT  (+/- 180 meters Scaled)
 JD1041
 JD1041                          SUPERSEDED SURVEY CONTROL
 JD1041
 JD1041  NGVD 29 (??/??/92)  275.79   (m)          904.8    (f) COMPUTED    2 0
 JD1041
 JD1041.Superseded values are not recommended for survey control.
 JD1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1041.See file dsdata.txt to determine how the superseded data were derived.
 JD1041
 JD1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC864757(NAD 83)
 JD1041_MARKER: DR = REFERENCE MARK DISK
 JD1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1041_STAMPING: E 11 Z NO 2 1963
 JD1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1041+STABILITY: SURFACE MOTION
 JD1041
 JD1041  HISTORY     - Date     Condition        Report By
 JD1041  HISTORY     - 1963     MONUMENTED       CGS
 JD1041
 JD1041                          STATION DESCRIPTION
 JD1041
 JD1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1041'7.2 MI SW FROM SMITHTON.
 JD1041'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1041'STATION AT SMITHTON, THENCE 1.1 MILES SOUTH ALONG A GRAVELED
 JD1041'ROAD, THENCE 0.8 MILE WEST ALONG A WINDING GRAVELED ROAD, THENCE
 JD1041'0.25 MILE SOUTH ALONG A OILED ROAD, THENCE 2.15 MILES SOUTH
 JD1041'ALONG A GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED
 JD1041'ROAD, THENCE 0.55 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25
 JD1041'MILE WEST ALONG COUNTY ROAD C, IN SECTION 32, T 45 N, R 20 W,
 JD1041'101.5 FEET NORTH-NORTHWEST OF E 11 Z 1963, 33 FEET NORTH OF
 JD1041'COUNTY ROAD C, 6 FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTH
 JD1041'OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 JD1041'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0499 ***********************************************************************
 HD0499  DESIGNATION -  E 110
 HD0499  PID         -  HD0499
 HD0499  STATE/COUNTY-  MO/DALLAS
 HD0499  USGS QUAD   -  BUFFALO (1980)
 HD0499
 HD0499                         *CURRENT SURVEY CONTROL
 HD0499  ___________________________________________________________________
 HD0499* NAD 83(1986)-  37 38 51.     (N)    093 06 14.     (W)     SCALED    
 HD0499* NAVD 88     -       347.310  (meters)    1139.47   (feet)  ADJUSTED  
 HD0499  ___________________________________________________________________
 HD0499  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 HD0499  DYNAMIC HT  -         347.046 (meters)    1138.60  (feet)  COMP
 HD0499  MODELED GRAV-     979,861.5   (mgal)                       NAVD 88
 HD0499
 HD0499  VERT ORDER  -  SECOND    CLASS 0
 HD0499
 HD0499.The horizontal coordinates were scaled from a topographic map and have
 HD0499.an estimated accuracy of +/- 6 seconds.
 HD0499
 HD0499.The orthometric height was determined by differential leveling
 HD0499.and adjusted by the National Geodetic Survey in June 1991..
 HD0499
 HD0499.The geoid height was determined by GEOID03.
 HD0499
 HD0499.The dynamic height is computed by dividing the NAVD 88
 HD0499.geopotential number by the normal gravity value computed on the
 HD0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0499.degrees latitude (g = 980.6199 gals.).
 HD0499
 HD0499.The modeled gravity was interpolated from observed gravity values.
 HD0499
 HD0499;                    North         East    Units  Estimated Accuracy
 HD0499;SPC MO C     -   201,480.      446,710.      MT  (+/- 180 meters Scaled)
 HD0499
 HD0499                          SUPERSEDED SURVEY CONTROL
 HD0499
 HD0499.No superseded survey control is available for this station.
 HD0499
 HD0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB908667(NAD 83)
 HD0499_MARKER: DB = BENCH MARK DISK
 HD0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0499_STAMPING: E 110 1935
 HD0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0499+STABILITY: SURFACE MOTION
 HD0499
 HD0499  HISTORY     - Date     Condition        Report By
 HD0499  HISTORY     - 1935     MONUMENTED       CGS
 HD0499  HISTORY     - 1938     GOOD             NGS
 HD0499
 HD0499                          STATION DESCRIPTION
 HD0499
 HD0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0499'0.9 MI N FROM BUFFALO.
 HD0499'0.9 MILE NORTH ALONG U.S. HIGHWAY 65 FROM BUFFALO, DALLAS COUNTY,
 HD0499'AT A ROAD INTERSECTION, 54 FEET SOUTH OF THE CENTERLINE OF THE
 HD0499'ROAD, 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 HD0499'WEST OF A FENCE, 2 FEET SOUTHEAST OF A POLE, AND ABOUT 2 FEET
 HD0499'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 110 1935
 HD0499'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0436 ***********************************************************************
 HD0436  DESIGNATION -  E 111
 HD0436  PID         -  HD0436
 HD0436  STATE/COUNTY-  MO/LACLEDE
 HD0436  USGS QUAD   -  BENNETT SPRINGS (1982)
 HD0436
 HD0436                         *CURRENT SURVEY CONTROL
 HD0436  ___________________________________________________________________
 HD0436* NAD 83(1986)-  37 38 11.     (N)    092 45 24.     (W)     SCALED    
 HD0436* NAVD 88     -       385.480  (meters)    1264.70   (feet)  ADJUSTED  
 HD0436  ___________________________________________________________________
 HD0436  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HD0436  DYNAMIC HT  -         385.184 (meters)    1263.72  (feet)  COMP
 HD0436  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 HD0436
 HD0436  VERT ORDER  -  SECOND    CLASS 0
 HD0436
 HD0436.The horizontal coordinates were scaled from a topographic map and have
 HD0436.an estimated accuracy of +/- 6 seconds.
 HD0436
 HD0436.The orthometric height was determined by differential leveling
 HD0436.and adjusted by the National Geodetic Survey in June 1991..
 HD0436
 HD0436.The geoid height was determined by GEOID03.
 HD0436
 HD0436.The dynamic height is computed by dividing the NAVD 88
 HD0436.geopotential number by the normal gravity value computed on the
 HD0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0436.degrees latitude (g = 980.6199 gals.).
 HD0436
 HD0436.The modeled gravity was interpolated from observed gravity values.
 HD0436
 HD0436;                    North         East    Units  Estimated Accuracy
 HD0436;SPC MO C     -   200,110.      477,350.      MT  (+/- 180 meters Scaled)
 HD0436
 HD0436                          SUPERSEDED SURVEY CONTROL
 HD0436
 HD0436  NGVD 29 (??/??/92)  385.367  (m)         1264.32   (f) ADJ UNCH    2 0
 HD0436
 HD0436.Superseded values are not recommended for survey control.
 HD0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0436.See file dsdata.txt to determine how the superseded data were derived.
 HD0436
 HD0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB214655(NAD 83)
 HD0436_MARKER: DB = BENCH MARK DISK
 HD0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0436_STAMPING: E 111 1935
 HD0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0436+STABILITY: SURFACE MOTION
 HD0436
 HD0436  HISTORY     - Date     Condition        Report By
 HD0436  HISTORY     - 1935     MONUMENTED       CGS
 HD0436
 HD0436                          STATION DESCRIPTION
 HD0436
 HD0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0436'6.1 MI SW FROM LEBANON.
 HD0436'6.1 MILES SOUTHWEST ALONG THE LONG LANE ROAD FROM THE COUNTY
 HD0436'COURTHOUSE AT LEBANON, LACLEDE COUNTY, AT THE JUNCTION OF A
 HD0436'ROAD LEADING NORTH, 24 FEET NORTH OF THE CENTERLINE OF THE MAIN
 HD0436'ROAD, 20 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, AND 3
 HD0436'FEET EAST AND 1 FOOT NORTH OF A FENCE CORNER.  A STANDARD DISK,
 HD0436'STAMPED E 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0453 ***********************************************************************
 HD0453  DESIGNATION -  E 112
 HD0453  PID         -  HD0453
 HD0453  STATE/COUNTY-  MO/LACLEDE
 HD0453  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0453
 HD0453                         *CURRENT SURVEY CONTROL
 HD0453  ___________________________________________________________________
 HD0453* NAD 83(1986)-  37 31 32.     (N)    092 48 35.     (W)     SCALED    
 HD0453* NAVD 88     -       432.540  (meters)    1419.09   (feet)  ADJUSTED  
 HD0453  ___________________________________________________________________
 HD0453  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HD0453  DYNAMIC HT  -         432.205 (meters)    1417.99  (feet)  COMP
 HD0453  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 HD0453
 HD0453  VERT ORDER  -  SECOND    CLASS 0
 HD0453
 HD0453.The horizontal coordinates were scaled from a topographic map and have
 HD0453.an estimated accuracy of +/- 6 seconds.
 HD0453
 HD0453.The orthometric height was determined by differential leveling
 HD0453.and adjusted by the National Geodetic Survey in June 1991..
 HD0453
 HD0453.The geoid height was determined by GEOID03.
 HD0453
 HD0453.The dynamic height is computed by dividing the NAVD 88
 HD0453.geopotential number by the normal gravity value computed on the
 HD0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0453.degrees latitude (g = 980.6199 gals.).
 HD0453
 HD0453.The modeled gravity was interpolated from observed gravity values.
 HD0453
 HD0453;                    North         East    Units  Estimated Accuracy
 HD0453;SPC MO C     -   187,820.      472,620.      MT  (+/- 180 meters Scaled)
 HD0453
 HD0453                          SUPERSEDED SURVEY CONTROL
 HD0453
 HD0453  NGVD 29 (??/??/92)  432.419  (m)         1418.69   (f) ADJ UNCH    2 0
 HD0453
 HD0453.Superseded values are not recommended for survey control.
 HD0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0453.See file dsdata.txt to determine how the superseded data were derived.
 HD0453
 HD0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB168531(NAD 83)
 HD0453_MARKER: DB = BENCH MARK DISK
 HD0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0453_STAMPING: E 112 1935
 HD0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0453+STABILITY: SURFACE MOTION
 HD0453
 HD0453  HISTORY     - Date     Condition        Report By
 HD0453  HISTORY     - 1935     MONUMENTED       CGS
 HD0453  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0453  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0453
 HD0453                          STATION DESCRIPTION
 HD0453
 HD0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0453'2 MI E FROM CONWAY.
 HD0453'2.0 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0453'THE STATION AT CONWAY, AT POLE 196/15, 45 FEET SOUTH OF THE
 HD0453'TRACK, AND 6 FEET NORTH OF A FENCE LINE.  A STANDARD DISK,
 HD0453'STAMPED E 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HD0453
 HD0453                          STATION RECOVERY (1979)
 HD0453
 HD0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0453'MARK NOT FOUND.
 HD0453
 HD0453                          STATION RECOVERY (1979)
 HD0453
 HD0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0020 ***********************************************************************
 HD0020  DESIGNATION -  E 113
 HD0020  PID         -  HD0020
 HD0020  STATE/COUNTY-  MO/TEXAS
 HD0020  USGS QUAD   -  ROBY (1982)
 HD0020
 HD0020                         *CURRENT SURVEY CONTROL
 HD0020  ___________________________________________________________________
 HD0020* NAD 83(1986)-  37 32 14.     (N)    092 14 28.     (W)     SCALED    
 HD0020* NAVD 88     -       329.883  (meters)    1082.29   (feet)  ADJUSTED  
 HD0020  ___________________________________________________________________
 HD0020  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HD0020  DYNAMIC HT  -         329.622 (meters)    1081.43  (feet)  COMP
 HD0020  MODELED GRAV-     979,831.1   (mgal)                       NAVD 88
 HD0020
 HD0020  VERT ORDER  -  SECOND    CLASS 0
 HD0020
 HD0020.The horizontal coordinates were scaled from a topographic map and have
 HD0020.an estimated accuracy of +/- 6 seconds.
 HD0020
 HD0020.The orthometric height was determined by differential leveling
 HD0020.and adjusted by the National Geodetic Survey in June 1991..
 HD0020
 HD0020.The geoid height was determined by GEOID03.
 HD0020
 HD0020.The dynamic height is computed by dividing the NAVD 88
 HD0020.geopotential number by the normal gravity value computed on the
 HD0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0020.degrees latitude (g = 980.6199 gals.).
 HD0020
 HD0020.The modeled gravity was interpolated from observed gravity values.
 HD0020
 HD0020;                    North         East    Units  Estimated Accuracy
 HD0020;SPC MO C     -   189,100.      522,880.      MT  (+/- 180 meters Scaled)
 HD0020
 HD0020                          SUPERSEDED SURVEY CONTROL
 HD0020
 HD0020  NGVD 29 (??/??/92)  329.773  (m)         1081.93   (f) ADJ UNCH    2 0
 HD0020
 HD0020.Superseded values are not recommended for survey control.
 HD0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0020.See file dsdata.txt to determine how the superseded data were derived.
 HD0020
 HD0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB670547(NAD 83)
 HD0020_MARKER: DB = BENCH MARK DISK
 HD0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0020_STAMPING: E 113 1935
 HD0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0020+STABILITY: SURFACE MOTION
 HD0020
 HD0020  HISTORY     - Date     Condition        Report By
 HD0020  HISTORY     - 1935     MONUMENTED       CGS
 HD0020
 HD0020                          STATION DESCRIPTION
 HD0020
 HD0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0020'3.1 MI NW FROM PLATO.
 HD0020'3.1 MILES NORTHWEST ALONG OLD COUNTY ROAD D FROM PLATO, TEXAS
 HD0020'COUNTY, 100 YARDS SOUTHEAST OF A SMALL CREEK FORD, AT THE FOOT
 HD0020'OF A LARGE HILL, AND 6 YARDS EAST OF THE CENTERLINE OF THE ROAD.
 HD0020'A STANDARD DISK, STAMPED E 113 1935 AND SET IN THE TOP OF A
 HD0020'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0156 ***********************************************************************
 HC0156  DESIGNATION -  E 114
 HC0156  PID         -  HC0156
 HC0156  STATE/COUNTY-  MO/REYNOLDS
 HC0156  USGS QUAD   -  GARWOOD (1985)
 HC0156
 HC0156                         *CURRENT SURVEY CONTROL
 HC0156  ___________________________________________________________________
 HC0156* NAD 83(1986)-  37 03 59.     (N)    090 52 39.     (W)     SCALED    
 HC0156* NAVD 88     -       273.983  (meters)     898.89   (feet)  POSTED    
 HC0156  ___________________________________________________________________
 HC0156  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HC0156  DYNAMIC HT  -         273.760 (meters)     898.16  (feet)  COMP
 HC0156  MODELED GRAV-     979,818.6   (mgal)                       NAVD 88
 HC0156
 HC0156  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0156
 HC0156.The horizontal coordinates were scaled from a topographic map and have
 HC0156.an estimated accuracy of +/- 6 seconds.
 HC0156
 HC0156.The orthometric height was determined by differential leveling
 HC0156.and adjusted by the National Geodetic Survey in 1992..
 HC0156.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0156.rate of 0.0 thru 1.0 mm/km.
 HC0156
 HC0156.The geoid height was determined by GEOID03.
 HC0156
 HC0156.The dynamic height is computed by dividing the NAVD 88
 HC0156.geopotential number by the normal gravity value computed on the
 HC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0156.degrees latitude (g = 980.6199 gals.).
 HC0156
 HC0156.The modeled gravity was interpolated from observed gravity values.
 HC0156
 HC0156;                    North         East    Units  Estimated Accuracy
 HC0156;SPC MO E     -   136,890.      216,430.      MT  (+/- 180 meters Scaled)
 HC0156
 HC0156                          SUPERSEDED SURVEY CONTROL
 HC0156
 HC0156  NGVD 29 (??/??/92)  273.936  (m)          898.74   (f) ADJ UNCH    2 0
 HC0156
 HC0156.Superseded values are not recommended for survey control.
 HC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0156.See file dsdata.txt to determine how the superseded data were derived.
 HC0156
 HC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB886043(NAD 83)
 HC0156_MARKER: DB = BENCH MARK DISK
 HC0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0156_STAMPING: E 114 1935
 HC0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0156+STABILITY: SURFACE MOTION
 HC0156
 HC0156  HISTORY     - Date     Condition        Report By
 HC0156  HISTORY     - 1935     MONUMENTED       CGS
 HC0156
 HC0156                          STATION DESCRIPTION
 HC0156
 HC0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0156'0.1 MI W FROM GARWOOD.
 HC0156'0.1 MILE WEST ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0156'STATION AT GARWOOD, REYNOLDS COUNTY, 40 FEET NORTH OF THE
 HC0156'POINT OF THE ELLINGTON SWITCH, AND 40 FEET NORTH OF THE CENTERLINE
 HC0156'OF THE TRACK.  A STNADARD DISK, STAMPED E 114 1935 AND SET IN
 HC0156'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0531 ***********************************************************************
 HC0531  DESIGNATION -  E 115
 HC0531  PID         -  HC0531
 HC0531  STATE/COUNTY-  MO/REYNOLDS
 HC0531  USGS QUAD   -  BUNKER (1985)
 HC0531
 HC0531                         *CURRENT SURVEY CONTROL
 HC0531  ___________________________________________________________________
 HC0531* NAD 83(1986)-  37 25 32.     (N)    091 08 49.     (W)     SCALED    
 HC0531* NAVD 88     -       389.029  (meters)    1276.34   (feet)  ADJUSTED  
 HC0531  ___________________________________________________________________
 HC0531  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 HC0531  DYNAMIC HT  -         388.718 (meters)    1275.32  (feet)  COMP
 HC0531  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 HC0531
 HC0531  VERT ORDER  -  SECOND    CLASS 0
 HC0531
 HC0531.The horizontal coordinates were scaled from a topographic map and have
 HC0531.an estimated accuracy of +/- 6 seconds.
 HC0531
 HC0531.The orthometric height was determined by differential leveling
 HC0531.and adjusted by the National Geodetic Survey in June 1991..
 HC0531
 HC0531.The geoid height was determined by GEOID03.
 HC0531
 HC0531.The dynamic height is computed by dividing the NAVD 88
 HC0531.geopotential number by the normal gravity value computed on the
 HC0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0531.degrees latitude (g = 980.6199 gals.).
 HC0531
 HC0531.The modeled gravity was interpolated from observed gravity values.
 HC0531
 HC0531;                    North         East    Units  Estimated Accuracy
 HC0531;SPC MO E     -   176,880.      192,740.      MT  (+/- 180 meters Scaled)
 HC0531
 HC0531                          SUPERSEDED SURVEY CONTROL
 HC0531
 HC0531  NGVD 29 (??/??/92)  388.988  (m)         1276.20   (f) ADJ UNCH    2 0
 HC0531
 HC0531.Superseded values are not recommended for survey control.
 HC0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0531.See file dsdata.txt to determine how the superseded data were derived.
 HC0531
 HC0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB639436(NAD 83)
 HC0531_MARKER: DB = BENCH MARK DISK
 HC0531_SETTING: 0 = UNSPECIFIED SETTING
 HC0531_STAMPING: E 115 1935
 HC0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0531
 HC0531  HISTORY     - Date     Condition        Report By
 HC0531  HISTORY     - 1935     MONUMENTED       CGS
 HC0531  HISTORY     - 1970     GOOD             NGS
 HC0531  HISTORY     - 1971     GOOD             LOCENG
 HC0531
 HC0531                          STATION DESCRIPTION
 HC0531
 HC0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HC0531'2.8 MI NW FROM REYNOLDS.
 HC0531'APPROXIMATELY 1.8 MILE WEST ALONG HWY. 72 FROM ITS JUNCTION WITH
 HC0531'HY. TT, APPROXIMATELY 232 FEET EAST ALONG CENTER LINE OF HIGHWAY
 HC0531'72 FROM ITS INTERSECTION WITH AN OVERHEAD POWER LINE X-ING AND
 HC0531'APPROXIMATELY 65 FEET SOUTH (BRUNTON BEARING, DECL SET AT 5 DEG)
 HC0531'OF CENTER LINE OF HWY. 72.  A 60D SPIKE WAS DRIVEN IN CENTER
 HC0531'LINE STRIPE OF HWY 72 AND A YELLOW X SPRAY PAINTED AT THE POINT
 HC0531'WHERE THE N-S LINE THRU THE MONUMENT INTERSECTED CENTER LINE.
 HC0531'A USC AND GS WITNESS POST (APPROXIMATE 10 IN BLK. OAK WITH SIGN
 HC0531'DESIGNATING TREE AS SUCH) WAS FOUND ON SOUTH SHOULDER OF HWY 72
 HC0531'AND THE MONUMENT IS APPROXIMATELY 21-1/2 FEET SOUTH 5 DEG WEST
 HC0531'FROM THE POST.
 HC0531
 HC0531                          STATION RECOVERY (1971)
 HC0531
 HC0531'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 HC0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0288 ***********************************************************************
 HC0288  DESIGNATION -  E 116
 HC0288  PID         -  HC0288
 HC0288  STATE/COUNTY-  MO/REYNOLDS
 HC0288  USGS QUAD   -  LESTERVILLE (1968)
 HC0288
 HC0288                         *CURRENT SURVEY CONTROL
 HC0288  ___________________________________________________________________
 HC0288* NAD 83(1986)-  37 28 18.     (N)    090 52 23.     (W)     SCALED    
 HC0288* NAVD 88     -       213.592  (meters)     700.76   (feet)  ADJUSTED  
 HC0288  ___________________________________________________________________
 HC0288  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HC0288  DYNAMIC HT  -         213.430 (meters)     700.23  (feet)  COMP
 HC0288  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 HC0288
 HC0288  VERT ORDER  -  SECOND    CLASS 0
 HC0288
 HC0288.The horizontal coordinates were scaled from a topographic map and have
 HC0288.an estimated accuracy of +/- 6 seconds.
 HC0288
 HC0288.The orthometric height was determined by differential leveling
 HC0288.and adjusted by the National Geodetic Survey in June 1991..
 HC0288
 HC0288.The geoid height was determined by GEOID03.
 HC0288
 HC0288.The dynamic height is computed by dividing the NAVD 88
 HC0288.geopotential number by the normal gravity value computed on the
 HC0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0288.degrees latitude (g = 980.6199 gals.).
 HC0288
 HC0288.The modeled gravity was interpolated from observed gravity values.
 HC0288
 HC0288;                    North         East    Units  Estimated Accuracy
 HC0288;SPC MO E     -   181,860.      217,000.      MT  (+/- 180 meters Scaled)
 HC0288
 HC0288                          SUPERSEDED SURVEY CONTROL
 HC0288
 HC0288  NGVD 29 (??/??/92)  213.577  (m)          700.71   (f) ADJ UNCH    2 0
 HC0288
 HC0288.Superseded values are not recommended for survey control.
 HC0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0288.See file dsdata.txt to determine how the superseded data were derived.
 HC0288
 HC0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB880493(NAD 83)
 HC0288_MARKER: DB = BENCH MARK DISK
 HC0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0288_STAMPING: E 116 1935
 HC0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0288+STABILITY: SURFACE MOTION
 HC0288
 HC0288  HISTORY     - Date     Condition        Report By
 HC0288  HISTORY     - 1935     MONUMENTED       CGS
 HC0288
 HC0288                          STATION DESCRIPTION
 HC0288
 HC0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0288'6.9 MI NE FROM CENTERVILLE.
 HC0288'6.9 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY
 HC0288'COURTHOUSE AT CENTERVILLE, ABOUT 0.2 MILE WEST OF A SHARP
 HC0288'CURVE AND A WHITE HOUSE, 60 FEET WEST OF THE CENTERLINE OF A
 HC0288'SMALL STREAM, AND 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 HC0288'A STANDARD DISK, STAMPED E 116 1935 AND SET IN THE TOP OF A
 HC0288'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0385 ***********************************************************************
 JE0385  DESIGNATION -  E 117
 JE0385  PID         -  JE0385
 JE0385  STATE/COUNTY-  MO/VERNON
 JE0385  USGS QUAD   -  ROCKVILLE (1991)
 JE0385
 JE0385                         *CURRENT SURVEY CONTROL
 JE0385  ___________________________________________________________________
 JE0385* NAD 83(1986)-  38 00 40.     (N)    094 07 06.     (W)     SCALED    
 JE0385* NAVD 88     -       224.635  (meters)     736.99   (feet)  ADJUSTED  
 JE0385  ___________________________________________________________________
 JE0385  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JE0385  DYNAMIC HT  -         224.468 (meters)     736.44  (feet)  COMP
 JE0385  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 JE0385
 JE0385  VERT ORDER  -  SECOND    CLASS 0
 JE0385
 JE0385.The horizontal coordinates were scaled from a topographic map and have
 JE0385.an estimated accuracy of +/- 6 seconds.
 JE0385
 JE0385.The orthometric height was determined by differential leveling
 JE0385.and adjusted by the National Geodetic Survey in June 1991..
 JE0385
 JE0385.The geoid height was determined by GEOID03.
 JE0385
 JE0385.The dynamic height is computed by dividing the NAVD 88
 JE0385.geopotential number by the normal gravity value computed on the
 JE0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0385.degrees latitude (g = 980.6199 gals.).
 JE0385
 JE0385.The modeled gravity was interpolated from observed gravity values.
 JE0385
 JE0385;                    North         East    Units  Estimated Accuracy
 JE0385;SPC MO W     -   204,750.      883,520.      MT  (+/- 180 meters Scaled)
 JE0385
 JE0385                          SUPERSEDED SURVEY CONTROL
 JE0385
 JE0385  NGVD 29 (??/??/92)  224.51   (m)          736.6    (f) COMPUTED    2 0
 JE0385
 JE0385.Superseded values are not recommended for survey control.
 JE0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0385.See file dsdata.txt to determine how the superseded data were derived.
 JE0385
 JE0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC018076(NAD 83)
 JE0385_MARKER: DB = BENCH MARK DISK
 JE0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0385_STAMPING: E 117 1935
 JE0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0385+STABILITY: SURFACE MOTION
 JE0385
 JE0385  HISTORY     - Date     Condition        Report By
 JE0385  HISTORY     - 1935     MONUMENTED       CGS
 JE0385  HISTORY     - 1945     GOOD             NGS
 JE0385  HISTORY     - 1962     MARK NOT FOUND   NGS
 JE0385
 JE0385                          STATION DESCRIPTION
 JE0385
 JE0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JE0385'0.6 MI SW FROM SCHELL CITY.
 JE0385'0.6 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 JE0385'FROM THE STATION AT SCHEELL CITY, 4-1/2 POLES SOUTH OF MILEPOST
 JE0385'299, AT A DIRT-ROAD CROSSING, 32 FEET WEST OF THE CENTERLINE
 JE0385'OF THE TRACK, AND 20 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JE0385'ROAD.  A STANDARD DISK, STAMPED E 117 1935 AND SET IN THE TOP OF
 JE0385'A CONCRETE POST.
 JE0385
 JE0385                          STATION RECOVERY (1962)
 JE0385
 JE0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JE0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1450 ***********************************************************************
 JD1450  DESIGNATION -  E 119
 JD1450  PID         -  JD1450
 JD1450  STATE/COUNTY-  MO/HENRY
 JD1450  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1450
 JD1450                         *CURRENT SURVEY CONTROL
 JD1450  ___________________________________________________________________
 JD1450* NAD 83(1986)-  38 21 49.     (N)    093 47 06.     (W)     SCALED    
 JD1450* NAVD 88     -       233.077  (meters)     764.69   (feet)  ADJUSTED  
 JD1450  ___________________________________________________________________
 JD1450  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JD1450  DYNAMIC HT  -         232.915 (meters)     764.16  (feet)  COMP
 JD1450  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 JD1450
 JD1450  VERT ORDER  -  SECOND    CLASS 0
 JD1450
 JD1450.The horizontal coordinates were scaled from a topographic map and have
 JD1450.an estimated accuracy of +/- 6 seconds.
 JD1450
 JD1450.The orthometric height was determined by differential leveling
 JD1450.and adjusted by the National Geodetic Survey in June 1991..
 JD1450
 JD1450.The geoid height was determined by GEOID03.
 JD1450
 JD1450.The dynamic height is computed by dividing the NAVD 88
 JD1450.geopotential number by the normal gravity value computed on the
 JD1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1450.degrees latitude (g = 980.6199 gals.).
 JD1450
 JD1450.The modeled gravity was interpolated from observed gravity values.
 JD1450
 JD1450;                    North         East    Units  Estimated Accuracy
 JD1450;SPC MO W     -   244,050.      912,490.      MT  (+/- 180 meters Scaled)
 JD1450
 JD1450                          SUPERSEDED SURVEY CONTROL
 JD1450
 JD1450  NGVD 29 (??/??/92)  232.967  (m)          764.33   (f) ADJ UNCH    2 0
 JD1450
 JD1450.Superseded values are not recommended for survey control.
 JD1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1450.See file dsdata.txt to determine how the superseded data were derived.
 JD1450
 JD1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC314464(NAD 83)
 JD1450_MARKER: DB = BENCH MARK DISK
 JD1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1450_STAMPING: E 119 1935
 JD1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1450+STABILITY: SURFACE MOTION
 JD1450
 JD1450  HISTORY     - Date     Condition        Report By
 JD1450  HISTORY     - 1935     MONUMENTED       CGS
 JD1450  HISTORY     - 1963     GOOD             NGS
 JD1450
 JD1450                          STATION DESCRIPTION
 JD1450
 JD1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1450'0.5 MI W FROM CLINTON.
 JD1450'ABOUT 0.2 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 JD1450'FROM THE STATION AT CLINTON, THENCE 0.3 MILE WEST ALONG WEST
 JD1450'ALLEN STREET, 54 FEET NORTH OF THE CENTER LINE OF THE STREET,
 JD1450'232 FEET WEST OF THE CENTER LINE OF SOUTH MC LANE STREET,
 JD1450'326 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HAMILTON GRADE
 JD1450'SCHOOL, IN THE EAST EDGE OF A SMALL WOODED AREA, 56 1/2 FEET
 JD1450'SOUTH OF A 16-INCH COTTONWOOD TREE, 26 FEET NORTH OF A
 JD1450'TELEGRAPH POLE, 18 FEET NORTH OF A METAL WITNESS POST AND SET
 JD1450'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0212 ***********************************************************************
 KD0212  DESIGNATION -  E 12
 KD0212  PID         -  KD0212
 KD0212  STATE/COUNTY-  MO/CHARITON
 KD0212  USGS QUAD   -  FOREST GREEN (1978)
 KD0212
 KD0212                         *CURRENT SURVEY CONTROL
 KD0212  ___________________________________________________________________
 KD0212* NAD 83(1986)-  39 21 22.     (N)    092 50 55.     (W)     SCALED    
 KD0212* NAVD 88     -       197.415  (meters)     647.69   (feet)  ADJUSTED  
 KD0212  ___________________________________________________________________
 KD0212  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KD0212  DYNAMIC HT  -         197.299 (meters)     647.31  (feet)  COMP
 KD0212  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 KD0212
 KD0212  VERT ORDER  -  FIRST     CLASS II
 KD0212
 KD0212.The horizontal coordinates were scaled from a topographic map and have
 KD0212.an estimated accuracy of +/- 6 seconds.
 KD0212
 KD0212.The orthometric height was determined by differential leveling
 KD0212.and adjusted by the National Geodetic Survey in June 1991..
 KD0212
 KD0212.The geoid height was determined by GEOID03.
 KD0212
 KD0212.The dynamic height is computed by dividing the NAVD 88
 KD0212.geopotential number by the normal gravity value computed on the
 KD0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0212.degrees latitude (g = 980.6199 gals.).
 KD0212
 KD0212.The modeled gravity was interpolated from observed gravity values.
 KD0212
 KD0212;                    North         East    Units  Estimated Accuracy
 KD0212;SPC MO C     -   391,020.      469,960.      MT  (+/- 180 meters Scaled)
 KD0212
 KD0212                          SUPERSEDED SURVEY CONTROL
 KD0212
 KD0212  NGVD 29 (??/??/92)  197.388  (m)          647.60   (f) ADJ UNCH    1 2
 KD0212
 KD0212.Superseded values are not recommended for survey control.
 KD0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0212.See file dsdata.txt to determine how the superseded data were derived.
 KD0212
 KD0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD130563(NAD 83)
 KD0212_MARKER: DB = BENCH MARK DISK
 KD0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0212_STAMPING: 647.236 E 12 1930
 KD0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0212+STABILITY: SURFACE MOTION
 KD0212
 KD0212  HISTORY     - Date     Condition        Report By
 KD0212  HISTORY     - 1930     MONUMENTED       CGS
 KD0212  HISTORY     - 1955     MARK NOT FOUND   NGS
 KD0212  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0212
 KD0212                          STATION DESCRIPTION
 KD0212
 KD0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KD0212'AT SHANNONDALE.
 KD0212'AT SHANNONDALE, CHARITON COUNTY, 0.2 MILE SOUTH ALONG THE ABANDONED
 KD0212'WABASH RAILROAD FROM THE STATION, AT THE CROSSING OF STATE
 KD0212'HIGHWAY 5, 40 FEET SOUTH OF THE HIGHWAY, 24 FEET EAST OF THE TRACK
 KD0212'BED, AND 25 FEET WEST OF A ROAD.  A STANDARD DISK, STAMPED 647.236
 KD0212'E 12 1930 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KD0212
 KD0212                          STATION RECOVERY (1967)
 KD0212
 KD0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0319 ***********************************************************************
 KD0319  DESIGNATION -  E 120
 KD0319  PID         -  KD0319
 KD0319  STATE/COUNTY-  MO/LINN
 KD0319  USGS QUAD   -  BROOKFIELD (1984)
 KD0319
 KD0319                         *CURRENT SURVEY CONTROL
 KD0319  ___________________________________________________________________
 KD0319* NAD 83(1986)-  39 47 12.     (N)    093 03 49.     (W)     SCALED    
 KD0319* NAVD 88     -       228.513  (meters)     749.71   (feet)  ADJUSTED  
 KD0319  ___________________________________________________________________
 KD0319  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD0319  DYNAMIC HT  -         228.386 (meters)     749.30  (feet)  COMP
 KD0319  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 KD0319
 KD0319  VERT ORDER  -  SECOND    CLASS 0
 KD0319
 KD0319.The horizontal coordinates were scaled from a topographic map and have
 KD0319.an estimated accuracy of +/- 6 seconds.
 KD0319
 KD0319.The orthometric height was determined by differential leveling
 KD0319.and adjusted by the National Geodetic Survey in June 1991..
 KD0319
 KD0319.The geoid height was determined by GEOID03.
 KD0319
 KD0319.The dynamic height is computed by dividing the NAVD 88
 KD0319.geopotential number by the normal gravity value computed on the
 KD0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0319.degrees latitude (g = 980.6199 gals.).
 KD0319
 KD0319.The modeled gravity was interpolated from observed gravity values.
 KD0319
 KD0319;                    North         East    Units  Estimated Accuracy
 KD0319;SPC MO C     -   438,920.      451,730.      MT  (+/- 180 meters Scaled)
 KD0319
 KD0319                          SUPERSEDED SURVEY CONTROL
 KD0319
 KD0319  NGVD 29 (??/??/92)  228.483  (m)          749.61   (f) ADJ UNCH    2 0
 KD0319
 KD0319.Superseded values are not recommended for survey control.
 KD0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0319.See file dsdata.txt to determine how the superseded data were derived.
 KD0319
 KD0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE945040(NAD 83)
 KD0319_MARKER: DB = BENCH MARK DISK
 KD0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0319_STAMPING: E 120 1935
 KD0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0319+STABILITY: SURFACE MOTION
 KD0319
 KD0319  HISTORY     - Date     Condition        Report By
 KD0319  HISTORY     - 1935     MONUMENTED       CGS
 KD0319  HISTORY     - 1967     GOOD             NGS
 KD0319
 KD0319                          STATION DESCRIPTION
 KD0319
 KD0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0319'0.6 MI E FROM BROOKFIELD.
 KD0319'0.6 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0319'FROM THE STATION AT BROOKFIELD, LINN COUNTY, 1 RAIL EAST OF
 KD0319'A CROSSING, 37 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 KD0319'6 FEET NORTHWEST OF A POLE, AND 1 FOOT SOUTH OF A FENCE LINE.
 KD0319'A STANDARD DISK, STAMPED E 120 1935 AND SET IN THE TOP OF A
 KD0319'CONCRETE POST.
 KD0319
 KD0319                          STATION RECOVERY (1967)
 KD0319
 KD0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0116 ***********************************************************************
 LE0116  DESIGNATION -  E 121
 LE0116  PID         -  LE0116
 LE0116  STATE/COUNTY-  MO/ADAIR
 LE0116  USGS QUAD   -  LA PLATA (1966)
 LE0116
 LE0116                         *CURRENT SURVEY CONTROL
 LE0116  ___________________________________________________________________
 LE0116* NAD 83(1986)-  40 04 50.     (N)    092 25 57.     (W)     SCALED    
 LE0116* NAVD 88     -       266.233  (meters)     873.47   (feet)  ADJUSTED  
 LE0116  ___________________________________________________________________
 LE0116  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LE0116  DYNAMIC HT  -         266.090 (meters)     873.00  (feet)  COMP
 LE0116  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 LE0116
 LE0116  VERT ORDER  -  SECOND    CLASS 0
 LE0116
 LE0116.The horizontal coordinates were scaled from a topographic map and have
 LE0116.an estimated accuracy of +/- 6 seconds.
 LE0116
 LE0116.The orthometric height was determined by differential leveling
 LE0116.and adjusted by the National Geodetic Survey in June 1991..
 LE0116
 LE0116.The geoid height was determined by GEOID03.
 LE0116
 LE0116.The dynamic height is computed by dividing the NAVD 88
 LE0116.geopotential number by the normal gravity value computed on the
 LE0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0116.degrees latitude (g = 980.6199 gals.).
 LE0116
 LE0116.The modeled gravity was interpolated from observed gravity values.
 LE0116
 LE0116;                    North         East    Units  Estimated Accuracy
 LE0116;SPC MO C     -   471,400.      505,760.      MT  (+/- 180 meters Scaled)
 LE0116
 LE0116                          SUPERSEDED SURVEY CONTROL
 LE0116
 LE0116  NGVD 29 (??/??/92)  266.246  (m)          873.51   (f) ADJ UNCH    2 0
 LE0116
 LE0116.Superseded values are not recommended for survey control.
 LE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0116.See file dsdata.txt to determine how the superseded data were derived.
 LE0116
 LE0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE483368(NAD 83)
 LE0116_MARKER: DB = BENCH MARK DISK
 LE0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0116_STAMPING: E 121 1935
 LE0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0116+STABILITY: SURFACE MOTION
 LE0116
 LE0116  HISTORY     - Date     Condition        Report By
 LE0116  HISTORY     - 1935     MONUMENTED       CGS
 LE0116  HISTORY     - 1963     MARK NOT FOUND   USGS
 LE0116
 LE0116                          STATION DESCRIPTION
 LE0116
 LE0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0116'1.2 MI S FROM GIBBS.
 LE0116'1.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LE0116'FROM THE STATION AT GIBBS, ADAIR COUNTY, 6 RAILS SOUTH OF
 LE0116'SEMAPHORE 3072, 85 FEET WEST OF THE WEST RAIL, 35 FEET NORTH OF
 LE0116'THE CENTER OF A FARM GATE, AND 12 FEET EAST OF THE FENCE.  A
 LE0116'STANDARD DISK, STAMPED E 121 1935 AND SET IN THE TOP OF A
 LE0116'CONCRETE POST.
 LE0116
 LE0116                          STATION RECOVERY (1963)
 LE0116
 LE0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0019 ***********************************************************************
 KD0019  DESIGNATION -  E 122
 KD0019  PID         -  KD0019
 KD0019  STATE/COUNTY-  MO/RANDOLPH
 KD0019  USGS QUAD   -  JACKSONVILLE (1971)
 KD0019
 KD0019                         *CURRENT SURVEY CONTROL
 KD0019  ___________________________________________________________________
 KD0019* NAD 83(1986)-  39 31 56.     (N)    092 26 46.     (W)     SCALED    
 KD0019* NAVD 88     -       260.862  (meters)     855.84   (feet)  ADJUSTED  
 KD0019  ___________________________________________________________________
 KD0019  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KD0019  DYNAMIC HT  -         260.712 (meters)     855.35  (feet)  COMP
 KD0019  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 KD0019
 KD0019  VERT ORDER  -  SECOND    CLASS 0
 KD0019
 KD0019.The horizontal coordinates were scaled from a topographic map and have
 KD0019.an estimated accuracy of +/- 6 seconds.
 KD0019
 KD0019.The orthometric height was determined by differential leveling
 KD0019.and adjusted by the National Geodetic Survey in June 1991..
 KD0019
 KD0019.The geoid height was determined by GEOID03.
 KD0019
 KD0019.The dynamic height is computed by dividing the NAVD 88
 KD0019.geopotential number by the normal gravity value computed on the
 KD0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0019.degrees latitude (g = 980.6199 gals.).
 KD0019
 KD0019.The modeled gravity was interpolated from observed gravity values.
 KD0019
 KD0019;                    North         East    Units  Estimated Accuracy
 KD0019;SPC MO C     -   410,520.      504,630.      MT  (+/- 180 meters Scaled)
 KD0019
 KD0019                          SUPERSEDED SURVEY CONTROL
 KD0019
 KD0019  NGVD 29 (??/??/92)  260.849  (m)          855.80   (f) ADJ UNCH    2 0
 KD0019
 KD0019.Superseded values are not recommended for survey control.
 KD0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0019.See file dsdata.txt to determine how the superseded data were derived.
 KD0019
 KD0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD476759(NAD 83)
 KD0019_MARKER: DB = BENCH MARK DISK
 KD0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0019_STAMPING: E 122 1935
 KD0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0019+STABILITY: SURFACE MOTION
 KD0019
 KD0019  HISTORY     - Date     Condition        Report By
 KD0019  HISTORY     - 1935     MONUMENTED       CGS
 KD0019  HISTORY     - 1967     GOOD             NGS
 KD0019
 KD0019                          STATION DESCRIPTION
 KD0019
 KD0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KD0019'1.5 MI N FROM CAIRO.
 KD0019'1.5 MILES NORTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 KD0019'CAIRO, 16 RAILS NORTH OF MILEPOST 156, 1 RAIL SOUTH OF ROAD
 KD0019'CROSSING, 18 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT EAST OF
 KD0019'A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, AND PROJECTS
 KD0019'7 INCHES, MOUNTED ON A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0135 ***********************************************************************
 KD0135  DESIGNATION -  E 123
 KD0135  PID         -  KD0135
 KD0135  STATE/COUNTY-  MO/RANDOLPH
 KD0135  USGS QUAD   -  CLIFTON HILL (1979)
 KD0135
 KD0135                         *CURRENT SURVEY CONTROL
 KD0135  ___________________________________________________________________
 KD0135* NAD 83(1986)-  39 26 18.     (N)    092 39 59.     (W)     SCALED    
 KD0135* NAVD 88     -       219.998  (meters)     721.78   (feet)  ADJUSTED  
 KD0135  ___________________________________________________________________
 KD0135  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KD0135  DYNAMIC HT  -         219.871 (meters)     721.36  (feet)  COMP
 KD0135  MODELED GRAV-     980,047.6   (mgal)                       NAVD 88
 KD0135
 KD0135  VERT ORDER  -  SECOND    CLASS 0
 KD0135
 KD0135.The horizontal coordinates were scaled from a topographic map and have
 KD0135.an estimated accuracy of +/- 6 seconds.
 KD0135
 KD0135.The orthometric height was determined by differential leveling
 KD0135.and adjusted by the National Geodetic Survey in June 1991..
 KD0135
 KD0135.The geoid height was determined by GEOID03.
 KD0135
 KD0135.The dynamic height is computed by dividing the NAVD 88
 KD0135.geopotential number by the normal gravity value computed on the
 KD0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0135.degrees latitude (g = 980.6199 gals.).
 KD0135
 KD0135.The modeled gravity was interpolated from observed gravity values.
 KD0135
 KD0135;                    North         East    Units  Estimated Accuracy
 KD0135;SPC MO C     -   400,100.      485,680.      MT  (+/- 180 meters Scaled)
 KD0135
 KD0135                          SUPERSEDED SURVEY CONTROL
 KD0135
 KD0135  NGVD 29 (??/??/92)  219.987  (m)          721.74   (f) ADJ UNCH    2 0
 KD0135
 KD0135.Superseded values are not recommended for survey control.
 KD0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0135.See file dsdata.txt to determine how the superseded data were derived.
 KD0135
 KD0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD287654(NAD 83)
 KD0135_MARKER: DB = BENCH MARK DISK
 KD0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0135_SP_SET: SIDEWALK
 KD0135_STAMPING: E 123 1935
 KD0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0135
 KD0135  HISTORY     - Date     Condition        Report By
 KD0135  HISTORY     - 1935     MONUMENTED       CGS
 KD0135  HISTORY     - 1946     GOOD             NGS
 KD0135  HISTORY     - 1967     GOOD             NGS
 KD0135  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0135
 KD0135                          STATION DESCRIPTION
 KD0135
 KD0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 KD0135'AT CLIFTON HILL.
 KD0135'ABOUT 120 FEET WEST OF THE NEW WABASH RAILROAD STATION AT CLIFTON
 KD0135'HILL, 131 FEET NORTH OF THE NORTH RAIL, 45 FEET WEST OF THE CENTER
 KD0135'LINE OF MAIN STREET, 10 FEET WEST OF THE WEST EDGE OF A CONCRETE
 KD0135'SIDEWALK.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 KD0135'NOTE-- IT IS ABOUT 200 FEET NORTHWEST OF OLD RAILROAD DEPOT WHICH
 KD0135'IS NOW USED FOR THE CITY HALL, 69 FEET SOUTH OF THE CENTER OF
 KD0135'STONEWALL STREET, 48 FEET WEST OF THE CENTER OF MAIN STREET, 10
 KD0135'FEET WEST OF THE WEST EDGE OF A SIDEWALK, AND PROJECTS 2 INCHES.
 KD0135
 KD0135                          STATION RECOVERY (1967)
 KD0135
 KD0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0135'RECOVERED IN GOOD CONDITION.
 KD0135
 KD0135                          STATION RECOVERY (1990)
 KD0135
 KD0135'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0091 ***********************************************************************
 KD0091  DESIGNATION -  E 124
 KD0091  PID         -  KD0091
 KD0091  STATE/COUNTY-  MO/BOONE
 KD0091  USGS QUAD   -  CENTRALIA (1979)
 KD0091
 KD0091                         *CURRENT SURVEY CONTROL
 KD0091  ___________________________________________________________________
 KD0091* NAD 83(1986)-  39 10 01.     (N)    092 08 57.     (W)     SCALED    
 KD0091* NAVD 88     -       265.386  (meters)     870.69   (feet)  ADJUSTED  
 KD0091  ___________________________________________________________________
 KD0091  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0091  DYNAMIC HT  -         265.219 (meters)     870.14  (feet)  COMP
 KD0091  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 KD0091
 KD0091  VERT ORDER  -  SECOND    CLASS 0
 KD0091
 KD0091.The horizontal coordinates were scaled from a topographic map and have
 KD0091.an estimated accuracy of +/- 6 seconds.
 KD0091
 KD0091.The orthometric height was determined by differential leveling
 KD0091.and adjusted by the National Geodetic Survey in June 1991..
 KD0091
 KD0091.The geoid height was determined by GEOID03.
 KD0091
 KD0091.The dynamic height is computed by dividing the NAVD 88
 KD0091.geopotential number by the normal gravity value computed on the
 KD0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0091.degrees latitude (g = 980.6199 gals.).
 KD0091
 KD0091.The modeled gravity was interpolated from observed gravity values.
 KD0091
 KD0091;                    North         East    Units  Estimated Accuracy
 KD0091;SPC MO C     -   370,020.      530,320.      MT  (+/- 180 meters Scaled)
 KD0091
 KD0091                          SUPERSEDED SURVEY CONTROL
 KD0091
 KD0091  NGVD 29 (??/??/92)  265.374  (m)          870.65   (f) ADJ UNCH    2 0
 KD0091
 KD0091.Superseded values are not recommended for survey control.
 KD0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0091.See file dsdata.txt to determine how the superseded data were derived.
 KD0091
 KD0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD735356(NAD 83)
 KD0091_MARKER: DB = BENCH MARK DISK
 KD0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0091_STAMPING: E 124 1935
 KD0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0091+STABILITY: SURFACE MOTION
 KD0091
 KD0091  HISTORY     - Date     Condition        Report By
 KD0091  HISTORY     - 1935     MONUMENTED       CGS
 KD0091
 KD0091                          STATION DESCRIPTION
 KD0091
 KD0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0091'3.5 MI SW FROM CENTRALIA.
 KD0091'3.5 MILES SOUTHWEST ALONG THE WABASH RAILWAY FROM THE STATION
 KD0091'AT CENTRALIA, 0.3 MILE NORTH OF MILEPOST 18, 2 RAILS NORTH OF A
 KD0091'ROAD CROSSING, 28 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 KD0091'20 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED E 124 1935
 KD0091'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0405 ***********************************************************************
 JD0405  DESIGNATION -  E 125
 JD0405  PID         -  JD0405
 JD0405  STATE/COUNTY-  MO/HOWARD
 JD0405  USGS QUAD   -  BOONVILLE (1979)
 JD0405
 JD0405                         *CURRENT SURVEY CONTROL
 JD0405  ___________________________________________________________________
 JD0405* NAD 83(1986)-  38 59 59.     (N)    092 40 31.     (W)     SCALED    
 JD0405* NAVD 88     -       179.993  (meters)     590.53   (feet)  ADJUSTED  
 JD0405  ___________________________________________________________________
 JD0405  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JD0405  DYNAMIC HT  -         179.877 (meters)     590.15  (feet)  COMP
 JD0405  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 JD0405
 JD0405  VERT ORDER  -  SECOND    CLASS 0
 JD0405
 JD0405.The horizontal coordinates were scaled from a topographic map and have
 JD0405.an estimated accuracy of +/- 6 seconds.
 JD0405
 JD0405.The orthometric height was determined by differential leveling
 JD0405.and adjusted by the National Geodetic Survey in June 1991..
 JD0405
 JD0405.The geoid height was determined by GEOID03.
 JD0405
 JD0405.The dynamic height is computed by dividing the NAVD 88
 JD0405.geopotential number by the normal gravity value computed on the
 JD0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0405.degrees latitude (g = 980.6199 gals.).
 JD0405
 JD0405.The modeled gravity was interpolated from observed gravity values.
 JD0405
 JD0405;                    North         East    Units  Estimated Accuracy
 JD0405;SPC MO C     -   351,420.      484,820.      MT  (+/- 180 meters Scaled)
 JD0405
 JD0405                          SUPERSEDED SURVEY CONTROL
 JD0405
 JD0405  NGVD 29 (??/??/92)  179.962  (m)          590.43   (f) ADJ UNCH    2 0
 JD0405
 JD0405.Superseded values are not recommended for survey control.
 JD0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0405.See file dsdata.txt to determine how the superseded data were derived.
 JD0405
 JD0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD281167(NAD 83)
 JD0405_MARKER: DB = BENCH MARK DISK
 JD0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0405_STAMPING: E 125 1935
 JD0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0405+STABILITY: SURFACE MOTION
 JD0405
 JD0405  HISTORY     - Date     Condition        Report By
 JD0405  HISTORY     - 1935     MONUMENTED       CGS
 JD0405
 JD0405                          STATION DESCRIPTION
 JD0405
 JD0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0405'5.2 MI E FROM BOONVILLE.
 JD0405'5.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE COUNTY COURTHOUSE
 JD0405'AT BOONVILLE, COOPER COUNTY, ABOUT 0.5 MILE WEST OF AN AIRPLANE
 JD0405'BEACON LIGHT, 60 FEET EAST OF THE CARSON SERVICE STATION, 31 FEET
 JD0405'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A
 JD0405'RIGHT-OF-WAY MARKER.  A STANDARD DISK, STAMPED E 125 1935 AND
 JD0405'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0758 ***********************************************************************
 HD0758  DESIGNATION -  E 126
 HD0758  PID         -  HD0758
 HD0758  STATE/COUNTY-  MO/DADE
 HD0758  USGS QUAD   -  GREENFIELD (1981)
 HD0758
 HD0758                         *CURRENT SURVEY CONTROL
 HD0758  ___________________________________________________________________
 HD0758* NAD 83(1986)-  37 22 52.     (N)    093 49 10.     (W)     SCALED    
 HD0758* NAVD 88     -       276.614  (meters)     907.52   (feet)  ADJUSTED  
 HD0758  ___________________________________________________________________
 HD0758  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HD0758  DYNAMIC HT  -         276.394 (meters)     906.80  (feet)  COMP
 HD0758  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 HD0758
 HD0758  VERT ORDER  -  SECOND    CLASS 0
 HD0758
 HD0758.The horizontal coordinates were scaled from a topographic map and have
 HD0758.an estimated accuracy of +/- 6 seconds.
 HD0758
 HD0758.The orthometric height was determined by differential leveling
 HD0758.and adjusted by the National Geodetic Survey in June 1991..
 HD0758
 HD0758.The geoid height was determined by GEOID03.
 HD0758
 HD0758.The dynamic height is computed by dividing the NAVD 88
 HD0758.geopotential number by the normal gravity value computed on the
 HD0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0758.degrees latitude (g = 980.6199 gals.).
 HD0758
 HD0758.The modeled gravity was interpolated from observed gravity values.
 HD0758
 HD0758;                    North         East    Units  Estimated Accuracy
 HD0758;SPC MO W     -   134,980.      910,270.      MT  (+/- 180 meters Scaled)
 HD0758
 HD0758                          SUPERSEDED SURVEY CONTROL
 HD0758
 HD0758  NGVD 29 (??/??/92)  276.476  (m)          907.07   (f) ADJ UNCH    2 0
 HD0758
 HD0758.Superseded values are not recommended for survey control.
 HD0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0758.See file dsdata.txt to determine how the superseded data were derived.
 HD0758
 HD0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB274374(NAD 83)
 HD0758_MARKER: DB = BENCH MARK DISK
 HD0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0758_STAMPING: E 126 1935
 HD0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0758+STABILITY: SURFACE MOTION
 HD0758
 HD0758  HISTORY     - Date     Condition        Report By
 HD0758  HISTORY     - 1935     MONUMENTED       CGS
 HD0758
 HD0758                          STATION DESCRIPTION
 HD0758
 HD0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0758'1.5 MI E FROM SOUTH GREENFIELD.
 HD0758'1.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0758'SOUTH GREENFIELD, DADE COUNTY, 3 POLES EAST OF MILEPOST 167, 13
 HD0758'YARDS SOUTH OF THE CENTERLINE OF THE TRACK, 7 YARDS NORTH OF
 HD0758'THE CENTERLINE OF AN EAST-AND-WEST ROAD, AND 8 YARDS EAST OF THE
 HD0758'CENTERLINE OF A T-ROAD LEADING NORTH.  A STANDARD DISK, STAMPED
 HD0758'E 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0303 ***********************************************************************
 HC0303  DESIGNATION -  E 128
 HC0303  PID         -  HC0303
 HC0303  STATE/COUNTY-  MO/WASHINGTON
 HC0303  USGS QUAD   -  POTOSI (1982)
 HC0303
 HC0303                         *CURRENT SURVEY CONTROL
 HC0303  ___________________________________________________________________
 HC0303* NAD 83(1986)-  37 54 52.     (N)    090 52 16.     (W)     SCALED    
 HC0303* NAVD 88     -       294.119  (meters)     964.96   (feet)  ADJUSTED  
 HC0303  ___________________________________________________________________
 HC0303  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HC0303  DYNAMIC HT  -         293.907 (meters)     964.26  (feet)  COMP
 HC0303  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 HC0303
 HC0303  VERT ORDER  -  SECOND    CLASS 0
 HC0303
 HC0303.The horizontal coordinates were scaled from a topographic map and have
 HC0303.an estimated accuracy of +/- 6 seconds.
 HC0303
 HC0303.The orthometric height was determined by differential leveling
 HC0303.and adjusted by the National Geodetic Survey in June 1991..
 HC0303
 HC0303.The geoid height was determined by GEOID03.
 HC0303
 HC0303.The dynamic height is computed by dividing the NAVD 88
 HC0303.geopotential number by the normal gravity value computed on the
 HC0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0303.degrees latitude (g = 980.6199 gals.).
 HC0303
 HC0303.The modeled gravity was interpolated from observed gravity values.
 HC0303
 HC0303;                    North         East    Units  Estimated Accuracy
 HC0303;SPC MO E     -   231,000.      217,370.      MT  (+/- 180 meters Scaled)
 HC0303
 HC0303                          SUPERSEDED SURVEY CONTROL
 HC0303
 HC0303  NGVD 29 (??/??/92)  294.142  (m)          965.03   (f) ADJ UNCH    2 0
 HC0303
 HC0303.Superseded values are not recommended for survey control.
 HC0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0303.See file dsdata.txt to determine how the superseded data were derived.
 HC0303
 HC0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB871984(NAD 83)
 HC0303_MARKER: DB = BENCH MARK DISK
 HC0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0303_STAMPING: E 128 1935
 HC0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0303+STABILITY: SURFACE MOTION
 HC0303
 HC0303  HISTORY     - Date     Condition        Report By
 HC0303  HISTORY     - 1935     MONUMENTED       CGS
 HC0303  HISTORY     - 1940     GOOD             NGS
 HC0303
 HC0303                          STATION DESCRIPTION
 HC0303
 HC0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HC0303'2.8 MI E FROM SHIRLEY.
 HC0303'2.8 MILES EAST ALONG STATE HIGHWAY 8 FROM THE GENERAL STORE AT
 HC0303'SHIRLEY, WASHINGTON COUNTY, 300 FEET EAST OF A TWO-STORY HOUSE,
 HC0303'36.9 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 16.5 FEET EAST
 HC0303'OF A FIELD ENTRANCE, AND 0.6 FOOT EAST OF A WHITE WOODEN WITNESS
 HC0303'POST.  A STANDARD DISK, STAMPED E 128 1935 AND SET IN THE TOP OF A
 HC0303'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0986 ***********************************************************************
 HB0986  DESIGNATION -  E 13
 HB0986  PID         -  HB0986
 HB0986  STATE/COUNTY-  MO/SCOTT
 HB0986  USGS QUAD   -  SCOTT CITY (1993)
 HB0986
 HB0986                         *CURRENT SURVEY CONTROL
 HB0986  ___________________________________________________________________
 HB0986* NAD 83(1986)-  37 14 23.     (N)    089 30 53.     (W)     SCALED    
 HB0986* NAVD 88     -       107.146  (meters)     351.53   (feet)  ADJUSTED  
 HB0986  ___________________________________________________________________
 HB0986  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HB0986  DYNAMIC HT  -         107.068 (meters)     351.27  (feet)  COMP
 HB0986  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 HB0986
 HB0986  VERT ORDER  -  FIRST     CLASS I
 HB0986
 HB0986.The horizontal coordinates were scaled from a topographic map and have
 HB0986.an estimated accuracy of +/- 6 seconds.
 HB0986
 HB0986.The orthometric height was determined by differential leveling
 HB0986.and adjusted by the National Geodetic Survey in June 1991..
 HB0986
 HB0986.The geoid height was determined by GEOID03.
 HB0986
 HB0986.The dynamic height is computed by dividing the NAVD 88
 HB0986.geopotential number by the normal gravity value computed on the
 HB0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0986.degrees latitude (g = 980.6199 gals.).
 HB0986
 HB0986.The modeled gravity was interpolated from observed gravity values.
 HB0986
 HB0986;                    North         East    Units  Estimated Accuracy
 HB0986;SPC MO E     -   156,510.      337,420.      MT  (+/- 180 meters Scaled)
 HB0986
 HB0986                          SUPERSEDED SURVEY CONTROL
 HB0986
 HB0986  NGVD 29 (??/??/??)  107.034  (m)          351.16   (f) ADJUSTED    1 1
 HB0986
 HB0986.Superseded values are not recommended for survey control.
 HB0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0986.See file dsdata.txt to determine how the superseded data were derived.
 HB0986
 HB0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG769244(NAD 83)
 HB0986_MARKER: DB = BENCH MARK DISK
 HB0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0986_STAMPING: 351.876 E 13 1932
 HB0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0986+STABILITY: SURFACE MOTION
 HB0986
 HB0986  HISTORY     - Date     Condition        Report By
 HB0986  HISTORY     - 1932     MONUMENTED       CGS
 HB0986  HISTORY     - 1934     GOOD             CGS
 HB0986  HISTORY     - 1976     GOOD             NGS
 HB0986
 HB0986                          STATION DESCRIPTION
 HB0986
 HB0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HB0986'1.5 MI N FROM ILLMO.
 HB0986'1.5 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED ST.
 HB0986'LOUIS-SAN FRANCISCO RAILWAY FROM ILLMO, SCOTT COUNTY, 0.1 MILE
 HB0986'EAST OF A ROAD CROSSING ON THE MISSOURI PACIFIC RAILWAY AT THE
 HB0986'NORTH EDGE OF A HIGH BLUFF, 0.1 MILE NORTHWEST OF THE J.H. STATLER
 HB0986'FARMHOUSE IN 1934 ON THE TOP OF A HIGH HILL, 100 FEET NORTHEAST
 HB0986'OF THE ABANDONED ROADBED, 40 FEET SOUTH OF THE CENTERLINE OF A
 HB0986'PRIVATE ROAD, 17 FEET SOUTHWEST OF A 20-INCH OAK TREE, AND 10
 HB0986'FEET HIGHER THAN THE ROADBED.  A STANDARD DISK STAMPED 351.876
 HB0986'E 13 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 HB0986'INCHES ABOVE GROUND.
 HB0986
 HB0986                          STATION RECOVERY (1976)
 HB0986
 HB0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HB0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0419 ***********************************************************************
 HC0419  DESIGNATION -  E 130
 HC0419  PID         -  HC0419
 HC0419  STATE/COUNTY-  MO/IRON
 HC0419  USGS QUAD   -  IRONTON (1968)
 HC0419
 HC0419                         *CURRENT SURVEY CONTROL
 HC0419  ___________________________________________________________________
 HC0419* NAD 83(1986)-  37 30 40.     (N)    090 41 36.     (W)     SCALED    
 HC0419* NAVD 88     -       271.558  (meters)     890.94   (feet)  ADJUSTED  
 HC0419  ___________________________________________________________________
 HC0419  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HC0419  DYNAMIC HT  -         271.351 (meters)     890.26  (feet)  COMP
 HC0419  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 HC0419
 HC0419  VERT ORDER  -  SECOND    CLASS 0
 HC0419
 HC0419.The horizontal coordinates were scaled from a topographic map and have
 HC0419.an estimated accuracy of +/- 6 seconds.
 HC0419
 HC0419.The orthometric height was determined by differential leveling
 HC0419.and adjusted by the National Geodetic Survey in June 1991..
 HC0419
 HC0419.The geoid height was determined by GEOID03.
 HC0419
 HC0419.The dynamic height is computed by dividing the NAVD 88
 HC0419.geopotential number by the normal gravity value computed on the
 HC0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0419.degrees latitude (g = 980.6199 gals.).
 HC0419
 HC0419.The modeled gravity was interpolated from observed gravity values.
 HC0419
 HC0419;                    North         East    Units  Estimated Accuracy
 HC0419;SPC MO E     -   186,190.      232,910.      MT  (+/- 180 meters Scaled)
 HC0419
 HC0419                          SUPERSEDED SURVEY CONTROL
 HC0419
 HC0419  NGVD 29 (??/??/92)  271.545  (m)          890.89   (f) ADJ UNCH    2 0
 HC0419
 HC0419.Superseded values are not recommended for survey control.
 HC0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0419.See file dsdata.txt to determine how the superseded data were derived.
 HC0419
 HC0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB038540(NAD 83)
 HC0419_MARKER: DB = BENCH MARK DISK
 HC0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0419_STAMPING: E 130 1935
 HC0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0419+STABILITY: SURFACE MOTION
 HC0419
 HC0419  HISTORY     - Date     Condition        Report By
 HC0419  HISTORY     - 1935     MONUMENTED       CGS
 HC0419  HISTORY     - 1966     MARK NOT FOUND   USGS
 HC0419
 HC0419                          STATION DESCRIPTION
 HC0419
 HC0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0419'AT HOGAN.
 HC0419'AT HOGAN, IRON COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 60 YARDS
 HC0419'SOUTH OF THE STATION, 30 FEET NORTH OF A WATER TOWER, AND 27
 HC0419'FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 HC0419'STAMPED E 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0419'NOTE-- RAILROAD BED HAS BEEN REBUILT.
 HC0419
 HC0419                          STATION RECOVERY (1966)
 HC0419
 HC0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HC0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0319 ***********************************************************************
 JD0319  DESIGNATION -  E 131
 JD0319  PID         -  JD0319
 JD0319  STATE/COUNTY-  MO/MORGAN
 JD0319  USGS QUAD   -  STOVER (1982)
 JD0319
 JD0319                         *CURRENT SURVEY CONTROL
 JD0319  ___________________________________________________________________
 JD0319* NAD 83(1986)-  38 25 42.     (N)    092 55 52.     (W)     SCALED    
 JD0319* NAVD 88     -       322.265  (meters)    1057.30   (feet)  ADJUSTED  
 JD0319  ___________________________________________________________________
 JD0319  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD0319  DYNAMIC HT  -         322.033 (meters)    1056.54  (feet)  COMP
 JD0319  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 JD0319
 JD0319  VERT ORDER  -  SECOND    CLASS 0
 JD0319
 JD0319.The horizontal coordinates were scaled from a topographic map and have
 JD0319.an estimated accuracy of +/- 6 seconds.
 JD0319
 JD0319.The orthometric height was determined by differential leveling
 JD0319.and adjusted by the National Geodetic Survey in June 1991..
 JD0319
 JD0319.The geoid height was determined by GEOID03.
 JD0319
 JD0319.The dynamic height is computed by dividing the NAVD 88
 JD0319.geopotential number by the normal gravity value computed on the
 JD0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0319.degrees latitude (g = 980.6199 gals.).
 JD0319
 JD0319.The modeled gravity was interpolated from observed gravity values.
 JD0319
 JD0319;                    North         East    Units  Estimated Accuracy
 JD0319;SPC MO C     -   288,060.      462,360.      MT  (+/- 180 meters Scaled)
 JD0319
 JD0319                          SUPERSEDED SURVEY CONTROL
 JD0319
 JD0319  NGVD 29 (??/??/92)  322.145  (m)         1056.90   (f) ADJ UNCH    2 0
 JD0319
 JD0319.Superseded values are not recommended for survey control.
 JD0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0319.See file dsdata.txt to determine how the superseded data were derived.
 JD0319
 JD0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC060533(NAD 83)
 JD0319_MARKER: DB = BENCH MARK DISK
 JD0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0319_STAMPING: E 131 1935
 JD0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0319+STABILITY: SURFACE MOTION
 JD0319
 JD0319  HISTORY     - Date     Condition        Report By
 JD0319  HISTORY     - 1935     MONUMENTED       CGS
 JD0319  HISTORY     - 1963     GOOD             NGS
 JD0319
 JD0319                          STATION DESCRIPTION
 JD0319
 JD0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0319'3.4 MI E FROM STOVER.
 JD0319'ABOUT 3.45 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0319'RAILROAD FROM THE STATION AT STOVER, 3 1/2 POLES EAST OF A
 JD0319'WOODEN OVERPASS, 28 1/2 FEET NORTH OF THE NORTH RAIL, 2 RAILS
 JD0319'WEST OF A HANDCAR SETOFF, 58 FEET EAST OF A TELEPHONE POLE,
 JD0319'20 1/2 FEET SOUTH OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS
 JD0319'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 JD0319'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1277 ***********************************************************************
 JD1277  DESIGNATION -  E 132
 JD1277  PID         -  JD1277
 JD1277  STATE/COUNTY-  MO/BENTON
 JD1277  USGS QUAD   -  LINCOLN (1961)
 JD1277
 JD1277                         *CURRENT SURVEY CONTROL
 JD1277  ___________________________________________________________________
 JD1277* NAD 83(1986)-  38 24 11.     (N)    093 19 41.     (W)     SCALED    
 JD1277* NAVD 88     -       280.479  (meters)     920.20   (feet)  ADJUSTED  
 JD1277  ___________________________________________________________________
 JD1277  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JD1277  DYNAMIC HT  -         280.282 (meters)     919.56  (feet)  COMP
 JD1277  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 JD1277
 JD1277  VERT ORDER  -  SECOND    CLASS 0
 JD1277
 JD1277.The horizontal coordinates were scaled from a topographic map and have
 JD1277.an estimated accuracy of +/- 6 seconds.
 JD1277
 JD1277.The orthometric height was determined by differential leveling
 JD1277.and adjusted by the National Geodetic Survey in June 1991..
 JD1277
 JD1277.The geoid height was determined by GEOID03.
 JD1277
 JD1277.The dynamic height is computed by dividing the NAVD 88
 JD1277.geopotential number by the normal gravity value computed on the
 JD1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1277.degrees latitude (g = 980.6199 gals.).
 JD1277
 JD1277.The modeled gravity was interpolated from observed gravity values.
 JD1277
 JD1277;                    North         East    Units  Estimated Accuracy
 JD1277;SPC MO C     -   285,490.      427,670.      MT  (+/- 180 meters Scaled)
 JD1277
 JD1277                          SUPERSEDED SURVEY CONTROL
 JD1277
 JD1277  NGVD 29 (??/??/92)  280.36   (m)          919.8    (f) COMPUTED    2 0
 JD1277
 JD1277.Superseded values are not recommended for survey control.
 JD1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1277.See file dsdata.txt to determine how the superseded data were derived.
 JD1277
 JD1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC713505(NAD 83)
 JD1277_MARKER: DB = BENCH MARK DISK
 JD1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1277_STAMPING: E 132 1935
 JD1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1277+STABILITY: SURFACE MOTION
 JD1277
 JD1277  HISTORY     - Date     Condition        Report By
 JD1277  HISTORY     - 1935     MONUMENTED       CGS
 JD1277  HISTORY     - 1958     POOR             NGS
 JD1277
 JD1277                          STATION DESCRIPTION
 JD1277
 JD1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JD1277'0.9 MI NE FROM LINCOLN.
 JD1277'0.9 MILE NORTHEAST ALONG THE ABANDONED MISSOURI PACIFIC RAILROAD
 JD1277'FROM THE STATION AT LINCOLN, AT POLE 216+28, AT THE CROSSING
 JD1277'OF U.S. HIGHWAY 65, 57 FEET WEST OF THE CENTERLINE OF THE
 JD1277'PAVEMENT, 39 FEET SOUTH OF THE CENTERLINE OF THE OLD ROADBED,
 JD1277'9 FEET WEST OF A FENCE CORNER, AND 6 FEET NORTH OF THE FENCE.
 JD1277'A STANDARD DISK, STAMPED E 132 1935 AND SET IN THE TOP OF A
 JD1277'CONCRETE POST.  NOTE-- BENCH MARK IS LEANING AT SLIGHT ANGLE,
 JD1277'WIGGLES WHEN SHAKEN AND APPEARS TO BE BROKEN OFF ABOUT A FOOT OR
 JD1277'TWO BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0042 ***********************************************************************
 KD0042  DESIGNATION -  E 134
 KD0042  PID         -  KD0042
 KD0042  STATE/COUNTY-  MO/SHELBY
 KD0042  USGS QUAD   -  SHELBYVILLE (1964)
 KD0042
 KD0042                         *CURRENT SURVEY CONTROL
 KD0042  ___________________________________________________________________
 KD0042* NAD 83(1986)-  39 52 05.     (N)    092 01 32.     (W)     SCALED    
 KD0042* NAVD 88     -       221.898  (meters)     728.01   (feet)  ADJUSTED  
 KD0042  ___________________________________________________________________
 KD0042  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KD0042  DYNAMIC HT  -         221.779 (meters)     727.62  (feet)  COMP
 KD0042  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 KD0042
 KD0042  VERT ORDER  -  SECOND    CLASS 0
 KD0042
 KD0042.The horizontal coordinates were scaled from a topographic map and have
 KD0042.an estimated accuracy of +/- 6 seconds.
 KD0042
 KD0042.The orthometric height was determined by differential leveling
 KD0042.and adjusted by the National Geodetic Survey in June 1991..
 KD0042
 KD0042.The geoid height was determined by GEOID03.
 KD0042
 KD0042.The dynamic height is computed by dividing the NAVD 88
 KD0042.geopotential number by the normal gravity value computed on the
 KD0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0042.degrees latitude (g = 980.6199 gals.).
 KD0042
 KD0042.The modeled gravity was interpolated from observed gravity values.
 KD0042
 KD0042;                    North         East    Units  Estimated Accuracy
 KD0042;SPC MO C     -   447,910.      540,590.      MT  (+/- 180 meters Scaled)
 KD0042
 KD0042                          SUPERSEDED SURVEY CONTROL
 KD0042
 KD0042  NGVD 29 (??/??/92)  221.926  (m)          728.10   (f) ADJ UNCH    2 0
 KD0042
 KD0042.Superseded values are not recommended for survey control.
 KD0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0042.See file dsdata.txt to determine how the superseded data were derived.
 KD0042
 KD0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE833135(NAD 83)
 KD0042_MARKER: DB = BENCH MARK DISK
 KD0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0042_STAMPING: E 134 1935
 KD0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0042+STABILITY: SURFACE MOTION
 KD0042
 KD0042  HISTORY     - Date     Condition        Report By
 KD0042  HISTORY     - 1935     MONUMENTED       CGS
 KD0042  HISTORY     - 1967     GOOD             NGS
 KD0042
 KD0042                          STATION DESCRIPTION
 KD0042
 KD0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0042'4.5 MI N FROM SHELBYVILLE.
 KD0042'4.5 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE COUNTY COURTHOUSE
 KD0042'AT SHELBYVILLE, 0.7 MILE SOUTH OF BETHEL, 100 YARDS SOUTH OF THE
 KD0042'CENTER OF THE JUNCTION OF COUNTY ROAD M, AND 50 FEET EAST OF THE
 KD0042'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 134 1935
 KD0042'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS 5 FEET WEST
 KD0042'OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 KD0042
 KD0042                          STATION RECOVERY (1967)
 KD0042
 KD0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0323 ***********************************************************************
 KC0323  DESIGNATION -  E 135
 KC0323  PID         -  KC0323
 KC0323  STATE/COUNTY-  MO/MARION
 KC0323  USGS QUAD   -  HANNIBAL WEST (1971)
 KC0323
 KC0323                         *CURRENT SURVEY CONTROL
 KC0323  ___________________________________________________________________
 KC0323* NAD 83(1986)-  39 41 14.     (N)    091 23 19.     (W)     SCALED    
 KC0323* NAVD 88     -       152.326  (meters)     499.76   (feet)  ADJUSTED  
 KC0323  ___________________________________________________________________
 KC0323  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KC0323  DYNAMIC HT  -         152.243 (meters)     499.48  (feet)  COMP
 KC0323  MODELED GRAV-     980,077.1   (mgal)                       NAVD 88
 KC0323
 KC0323  VERT ORDER  -  SECOND    CLASS 0
 KC0323
 KC0323.The horizontal coordinates were scaled from a topographic map and have
 KC0323.an estimated accuracy of +/- 6 seconds.
 KC0323
 KC0323.The orthometric height was determined by differential leveling
 KC0323.and adjusted by the National Geodetic Survey in June 1991..
 KC0323
 KC0323.The geoid height was determined by GEOID03.
 KC0323
 KC0323.The dynamic height is computed by dividing the NAVD 88
 KC0323.geopotential number by the normal gravity value computed on the
 KC0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0323.degrees latitude (g = 980.6199 gals.).
 KC0323
 KC0323.The modeled gravity was interpolated from observed gravity values.
 KC0323
 KC0323;                    North         East    Units  Estimated Accuracy
 KC0323;SPC MO E     -   428,100.      173,780.      MT  (+/- 180 meters Scaled)
 KC0323
 KC0323                          SUPERSEDED SURVEY CONTROL
 KC0323
 KC0323  NGVD 29 (??/??/92)  152.380  (m)          499.93   (f) ADJ UNCH    2 0
 KC0323
 KC0323.Superseded values are not recommended for survey control.
 KC0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0323.See file dsdata.txt to determine how the superseded data were derived.
 KC0323
 KC0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD381942(NAD 83)
 KC0323_MARKER: DB = BENCH MARK DISK
 KC0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0323_STAMPING: E 135 1935
 KC0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0323+STABILITY: SURFACE MOTION
 KC0323
 KC0323  HISTORY     - Date     Condition        Report By
 KC0323  HISTORY     - 1935     MONUMENTED       CGS
 KC0323  HISTORY     - 1949     GOOD             NGS
 KC0323  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0323
 KC0323                          STATION DESCRIPTION
 KC0323
 KC0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KC0323'2.1 MI W FROM HANNIBAL.
 KC0323'2.1 MILES WEST ALONG THE WABASH RAILWAY FROM UNION STATION AT
 KC0323'HANNIBAL, MARION COUNTY, 18 FEET WEST OF THE CENTER OF A GRADE
 KC0323'CROSSING, 25 FEET NORTH OF A TRACK, ONE FOOT EAST AND 3 FEET
 KC0323'NORTH OF A CROSSING-WARNING SIGN, AND 1-1/2 FEET SOUTH OF THE
 KC0323'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 135 1935 AND SET
 KC0323'IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS NOT
 KC0323'MOVED AS PLANNED AND REMAINS IN THE ORIGINAL POSITION, AS REPORTED
 KC0323'BY WABASH RAILROAD CO., DESCATUR, ILL.
 KC0323
 KC0323                          STATION RECOVERY (1971)
 KC0323
 KC0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0526 ***********************************************************************
 KC0526  DESIGNATION -  E 136
 KC0526  PID         -  KC0526
 KC0526  STATE/COUNTY-  MO/MONROE
 KC0526  USGS QUAD   -  GOSS (1960)
 KC0526
 KC0526                         *CURRENT SURVEY CONTROL
 KC0526  ___________________________________________________________________
 KC0526* NAD 83(1986)-  39 30 41.     (N)    091 58 53.     (W)     SCALED    
 KC0526* NAVD 88     -       229.355  (meters)     752.48   (feet)  ADJUSTED  
 KC0526  ___________________________________________________________________
 KC0526  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KC0526  DYNAMIC HT  -         229.222 (meters)     752.04  (feet)  COMP
 KC0526  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 KC0526
 KC0526  VERT ORDER  -  SECOND    CLASS 0
 KC0526
 KC0526.The horizontal coordinates were scaled from a topographic map and have
 KC0526.an estimated accuracy of +/- 6 seconds.
 KC0526
 KC0526.The orthometric height was determined by differential leveling
 KC0526.and adjusted by the National Geodetic Survey in June 1991..
 KC0526
 KC0526.The geoid height was determined by GEOID03.
 KC0526
 KC0526.The dynamic height is computed by dividing the NAVD 88
 KC0526.geopotential number by the normal gravity value computed on the
 KC0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0526.degrees latitude (g = 980.6199 gals.).
 KC0526
 KC0526.The modeled gravity was interpolated from observed gravity values.
 KC0526
 KC0526;                    North         East    Units  Estimated Accuracy
 KC0526;SPC MO C     -   408,330.      544,600.      MT  (+/- 180 meters Scaled)
 KC0526
 KC0526                          SUPERSEDED SURVEY CONTROL
 KC0526
 KC0526  NGVD 29 (??/??/92)  229.363  (m)          752.50   (f) ADJ UNCH    2 0
 KC0526
 KC0526.Superseded values are not recommended for survey control.
 KC0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0526.See file dsdata.txt to determine how the superseded data were derived.
 KC0526
 KC0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD875740(NAD 83)
 KC0526_MARKER: DB = BENCH MARK DISK
 KC0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0526_STAMPING: E 136 1935
 KC0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0526+STABILITY: SURFACE MOTION
 KC0526
 KC0526  HISTORY     - Date     Condition        Report By
 KC0526  HISTORY     - 1935     MONUMENTED       CGS
 KC0526
 KC0526                          STATION DESCRIPTION
 KC0526
 KC0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0526'2.1 MI W FROM GOSS.
 KC0526'2.1 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0526'GOSS, MONROE COUNTY, AT MILEAGE 41.7, 32 FEET NORTH OF THE
 KC0526'CENTERLINE OF THE TRACK, 16 FEET SOUTH OF THE RIGHT-OF-WAY
 KC0526'FENCE, AND 8 FEET EAST OF A FIELD GATE.  A STANDARD DISK, STAMPED
 KC0526'E 136 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0195 ***********************************************************************
 HC0195  DESIGNATION -  E 139
 HC0195  PID         -  HC0195
 HC0195  STATE/COUNTY-  MO/IRON
 HC0195  USGS QUAD   -  DES ARC (1980)
 HC0195
 HC0195                         *CURRENT SURVEY CONTROL
 HC0195  ___________________________________________________________________
 HC0195* NAD 83(1986)-  37 21 32.     (N)    090 41 50.     (W)     SCALED    
 HC0195* NAVD 88     -       193.002  (meters)     633.21   (feet)  ADJUSTED  
 HC0195  ___________________________________________________________________
 HC0195  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HC0195  DYNAMIC HT  -         192.854 (meters)     632.72  (feet)  COMP
 HC0195  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 HC0195
 HC0195  VERT ORDER  -  SECOND    CLASS 0
 HC0195
 HC0195.The horizontal coordinates were scaled from a topographic map and have
 HC0195.an estimated accuracy of +/- 6 seconds.
 HC0195
 HC0195.The orthometric height was determined by differential leveling
 HC0195.and adjusted by the National Geodetic Survey in June 1991..
 HC0195
 HC0195.The geoid height was determined by GEOID03.
 HC0195
 HC0195.The dynamic height is computed by dividing the NAVD 88
 HC0195.geopotential number by the normal gravity value computed on the
 HC0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0195.degrees latitude (g = 980.6199 gals.).
 HC0195
 HC0195.The modeled gravity was interpolated from observed gravity values.
 HC0195
 HC0195;                    North         East    Units  Estimated Accuracy
 HC0195;SPC MO E     -   169,300.      232,530.      MT  (+/- 180 meters Scaled)
 HC0195
 HC0195                          SUPERSEDED SURVEY CONTROL
 HC0195
 HC0195  NGVD 29 (??/??/92)  193.010  (m)          633.23   (f) ADJ UNCH    2 0
 HC0195
 HC0195.Superseded values are not recommended for survey control.
 HC0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0195.See file dsdata.txt to determine how the superseded data were derived.
 HC0195
 HC0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB039371(NAD 83)
 HC0195_MARKER: DB = BENCH MARK DISK
 HC0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0195_STAMPING: E 139 1935
 HC0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0195+STABILITY: SURFACE MOTION
 HC0195
 HC0195  HISTORY     - Date     Condition        Report By
 HC0195  HISTORY     - 1935     MONUMENTED       CGS
 HC0195  HISTORY     - 1966     MARK NOT FOUND   NGS
 HC0195
 HC0195                          STATION DESCRIPTION
 HC0195
 HC0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0195'AT ANNAPOLIS.
 HC0195'AT ANNAPOLIS, ON THE MISSOURI PACIFIC RAILROAD, 42 YARDS WEST
 HC0195'OF THE WEST END OF THE STATION, 21 FEET NORTH OF THE CENTERLINE
 HC0195'OF THE TRACK, AND 3 FEET SOUTH OF THE FENCE.  A STANDARD DISK,
 HC0195'STAMPED E 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0195
 HC0195                          STATION RECOVERY (1966)
 HC0195
 HC0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HC0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0374 ***********************************************************************
 JC0374  DESIGNATION -  E 139 RESET
 JC0374  PID         -  JC0374
 JC0374  STATE/COUNTY-  MO/FRANKLIN
 JC0374  USGS QUAD   -  ST CLAIR (1969)
 JC0374
 JC0374                         *CURRENT SURVEY CONTROL
 JC0374  ___________________________________________________________________
 JC0374* NAD 83(1986)-  38 19 54.     (N)    090 55 54.     (W)     SCALED    
 JC0374* NAVD 88     -       160.505  (meters)     526.59   (feet)  ADJUSTED  
 JC0374  ___________________________________________________________________
 JC0374  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 JC0374  DYNAMIC HT  -         160.399 (meters)     526.24  (feet)  COMP
 JC0374  MODELED GRAV-     979,965.7   (mgal)                       NAVD 88
 JC0374
 JC0374  VERT ORDER  -  FIRST     CLASS II
 JC0374
 JC0374.The horizontal coordinates were scaled from a topographic map and have
 JC0374.an estimated accuracy of +/- 6 seconds.
 JC0374
 JC0374.The orthometric height was determined by differential leveling
 JC0374.and adjusted by the National Geodetic Survey in June 1991..
 JC0374
 JC0374.The geoid height was determined by GEOID03.
 JC0374
 JC0374.The dynamic height is computed by dividing the NAVD 88
 JC0374.geopotential number by the normal gravity value computed on the
 JC0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0374.degrees latitude (g = 980.6199 gals.).
 JC0374
 JC0374.The modeled gravity was interpolated from observed gravity values.
 JC0374
 JC0374;                    North         East    Units  Estimated Accuracy
 JC0374;SPC MO E     -   277,330.      212,260.      MT  (+/- 180 meters Scaled)
 JC0374
 JC0374                          SUPERSEDED SURVEY CONTROL
 JC0374
 JC0374  NGVD 29 (??/??/92)  160.552  (m)          526.74   (f) ADJ UNCH    1 2
 JC0374
 JC0374.Superseded values are not recommended for survey control.
 JC0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0374.See file dsdata.txt to determine how the superseded data were derived.
 JC0374
 JC0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC807446(NAD 83)
 JC0374_MARKER: DB = BENCH MARK DISK
 JC0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0374_SP_SET: CULVERT
 JC0374_STAMPING: E 139 1935 RESET 1949
 JC0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0374
 JC0374  HISTORY     - Date     Condition        Report By
 JC0374  HISTORY     - 1949     MONUMENTED       CGS
 JC0374
 JC0374                          STATION DESCRIPTION
 JC0374
 JC0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0374'3.1 MI SE FROM ST CLAIR.
 JC0374'ABOUT 3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE ST.
 JC0374'LOUIS-SAN FRANCISCO RAILWAY OVERPASS AT ST. CLAIR, AT THE BOTTOM
 JC0374'OF A GRADE, IN THE TOP AND THE WEST END OF THE NORTH HEADWALL OF
 JC0374'A 30 FOOT SKEW CULVERT WITH ONE PARTITION OVER A SMALL STREAM 16.5
 JC0374'FEET NORTH OF THE CENTER LINE OF HIGHWAY 30 AND ABOUT LEVEL WITH THE
 JC0374'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0014 ***********************************************************************
 GE0014  DESIGNATION -  E 14
 GE0014  PID         -  GE0014
 GE0014  STATE/COUNTY-  MO/BUTLER
 GE0014  USGS QUAD   -  ROMBAUER (1966)
 GE0014
 GE0014                         *CURRENT SURVEY CONTROL
 GE0014  ___________________________________________________________________
 GE0014* NAD 83(1986)-  36 49 02.     (N)    090 18 17.     (W)     SCALED    
 GE0014* NAVD 88     -        99.304  (meters)     325.80   (feet)  ADJUSTED  
 GE0014  ___________________________________________________________________
 GE0014  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 GE0014  DYNAMIC HT  -          99.225 (meters)     325.54  (feet)  COMP
 GE0014  MODELED GRAV-     979,838.8   (mgal)                       NAVD 88
 GE0014
 GE0014  VERT ORDER  -  FIRST     CLASS II
 GE0014
 GE0014.The horizontal coordinates were scaled from a topographic map and have
 GE0014.an estimated accuracy of +/- 6 seconds.
 GE0014
 GE0014.The orthometric height was determined by differential leveling
 GE0014.and adjusted by the National Geodetic Survey in June 1991..
 GE0014
 GE0014.The geoid height was determined by GEOID03.
 GE0014
 GE0014.The dynamic height is computed by dividing the NAVD 88
 GE0014.geopotential number by the normal gravity value computed on the
 GE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0014.degrees latitude (g = 980.6199 gals.).
 GE0014
 GE0014.The modeled gravity was interpolated from observed gravity values.
 GE0014
 GE0014;                    North         East    Units  Estimated Accuracy
 GE0014;SPC MO E     -   109,190.      267,420.      MT  (+/- 180 meters Scaled)
 GE0014
 GE0014                          SUPERSEDED SURVEY CONTROL
 GE0014
 GE0014  NGVD 29 (??/??/92)   99.321  (m)          325.86   (f) ADJ UNCH    1 2
 GE0014
 GE0014.Superseded values are not recommended for survey control.
 GE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0014.See file dsdata.txt to determine how the superseded data were derived.
 GE0014
 GE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA404779(NAD 83)
 GE0014_MARKER: DB = BENCH MARK DISK
 GE0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0014_STAMPING: 325.879 E 14 1932
 GE0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0014+STABILITY: SURFACE MOTION
 GE0014
 GE0014  HISTORY     - Date     Condition        Report By
 GE0014  HISTORY     - 1932     MONUMENTED       CGS
 GE0014  HISTORY     - 1934     GOOD             NGS
 GE0014  HISTORY     - 20020830 MARK NOT FOUND   USACE
 GE0014
 GE0014                          STATION DESCRIPTION
 GE0014
 GE0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0014'2.1 MI SW FROM ROMBAUER.
 GE0014'2.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0014'FROM THE STATION AT ROMBAUER, BUTLER COUNTY, 10-1/2 RAILS
 GE0014'NORTHEAST OF BRIDGE NO. A 188.4, 500 FEET SOUTHEAST OF A
 GE0014'FARMHOUSE, 96 FEET SOUTHEAST OF BENCH MARK 3 H (U.S.G.S.)
 GE0014'DESCRIBED BELOW, 80 FEET SOUTHEAST OF POLE 188/9, 47.5 FEET
 GE0014'SOUTHEAST OF THE CENTER OF A PRIVATE-ROAD CROSSING, 6 FEET
 GE0014'NORTHEAST OF THE NORTHEAST END OF A GATE IN THE SOUTHEAST
 GE0014'RIGHT-OF-WAY FENCE, AND 2 FEET FROM THE FENCE.  A STANDARD DISK,
 GE0014'STAMPED 325.879 E 14 1932 AND SET IN THE TOP OF A CONCRETE POST
 GE0014'PROJECTING 5 INCHES ABOVE GROUND.
 GE0014
 GE0014                          STATION RECOVERY (2002)
 GE0014
 GE0014'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1024 ***********************************************************************
 HB1024  DESIGNATION -  E 140
 HB1024  PID         -  HB1024
 HB1024  STATE/COUNTY-  MO/PERRY
 HB1024  USGS QUAD   -  PERRYVILLE WEST (1980)
 HB1024
 HB1024                         *CURRENT SURVEY CONTROL
 HB1024  ___________________________________________________________________
 HB1024* NAD 83(1986)-  37 40 04.     (N)    089 56 08.     (W)     SCALED    
 HB1024* NAVD 88     -       243.016  (meters)     797.29   (feet)  ADJUSTED  
 HB1024  ___________________________________________________________________
 HB1024  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 HB1024  DYNAMIC HT  -         242.845 (meters)     796.73  (feet)  COMP
 HB1024  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 HB1024
 HB1024  VERT ORDER  -  SECOND    CLASS 0
 HB1024
 HB1024.The horizontal coordinates were scaled from a topographic map and have
 HB1024.an estimated accuracy of +/- 6 seconds.
 HB1024
 HB1024.The orthometric height was determined by differential leveling
 HB1024.and adjusted by the National Geodetic Survey in June 1991..
 HB1024
 HB1024.The geoid height was determined by GEOID03.
 HB1024
 HB1024.The dynamic height is computed by dividing the NAVD 88
 HB1024.geopotential number by the normal gravity value computed on the
 HB1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1024.degrees latitude (g = 980.6199 gals.).
 HB1024
 HB1024.The modeled gravity was interpolated from observed gravity values.
 HB1024
 HB1024;                    North         East    Units  Estimated Accuracy
 HB1024;SPC MO E     -   203,710.      299,800.      MT  (+/- 180 meters Scaled)
 HB1024
 HB1024                          SUPERSEDED SURVEY CONTROL
 HB1024
 HB1024  NGVD 29 (??/??/??)  243.112  (m)          797.61   (f) ADJUSTED    2 0
 HB1024
 HB1024.Superseded values are not recommended for survey control.
 HB1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1024.See file dsdata.txt to determine how the superseded data were derived.
 HB1024
 HB1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG410730(NAD 83)
 HB1024_MARKER: DB = BENCH MARK DISK
 HB1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1024_STAMPING: E 140 1935
 HB1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1024+STABILITY: SURFACE MOTION
 HB1024
 HB1024  HISTORY     - Date     Condition        Report By
 HB1024  HISTORY     - 1935     MONUMENTED       CGS
 HB1024  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1024  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1024  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1024
 HB1024                          STATION DESCRIPTION
 HB1024
 HB1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1024'6 MI SW FROM PERRYVILLE.
 HB1024'6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 51 FROM THE HIGHSCHOOL
 HB1024'GROUNDS AT PERRYVILLE, PERRY COUNTY, 7.8 MILES NORTHEAST OF
 HB1024'WHITE RIVER BRIDGE NO. J 908, 1.5 MILES NORTHEAST OF A LOG
 HB1024'CABIN, 100 YARDS NORTH OF A ROAD LEADING TO A HOUSE WITH A TIN
 HB1024'ROOF, 50 YARDS SOUTH OF A STRIP OF WOODS, AT THE TOP OF A HILL,
 HB1024'AND 40 FEET EAST OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 140
 HB1024'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB1024
 HB1024                          STATION RECOVERY (1976)
 HB1024
 HB1024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1024'MARK NOT FOUND.
 HB1024
 HB1024                          STATION RECOVERY (1976)
 HB1024
 HB1024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1024'MARK NOT FOUND.
 HB1024
 HB1024                          STATION RECOVERY (1976)
 HB1024
 HB1024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0961 ***********************************************************************
 HB0961  DESIGNATION -  E 141
 HB0961  PID         -  HB0961
 HB0961  STATE/COUNTY-  MO/BOLLINGER
 HB0961  USGS QUAD   -  MARBLE HILL (1980)
 HB0961
 HB0961                         *CURRENT SURVEY CONTROL
 HB0961  ___________________________________________________________________
 HB0961* NAD 83(1986)-  37 18 31.     (N)    089 59 36.     (W)     SCALED    
 HB0961* NAVD 88     -       132.985  (meters)     436.30   (feet)  ADJUSTED  
 HB0961  ___________________________________________________________________
 HB0961  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HB0961  DYNAMIC HT  -         132.887 (meters)     435.98  (feet)  COMP
 HB0961  MODELED GRAV-     979,892.8   (mgal)                       NAVD 88
 HB0961
 HB0961  VERT ORDER  -  SECOND    CLASS 0
 HB0961
 HB0961.The horizontal coordinates were scaled from a topographic map and have
 HB0961.an estimated accuracy of +/- 6 seconds.
 HB0961
 HB0961.The orthometric height was determined by differential leveling
 HB0961.and adjusted by the National Geodetic Survey in June 1991..
 HB0961
 HB0961.The geoid height was determined by GEOID03.
 HB0961
 HB0961.The dynamic height is computed by dividing the NAVD 88
 HB0961.geopotential number by the normal gravity value computed on the
 HB0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0961.degrees latitude (g = 980.6199 gals.).
 HB0961
 HB0961.The modeled gravity was interpolated from observed gravity values.
 HB0961
 HB0961;                    North         East    Units  Estimated Accuracy
 HB0961;SPC MO E     -   163,820.      294,910.      MT  (+/- 180 meters Scaled)
 HB0961
 HB0961                          SUPERSEDED SURVEY CONTROL
 HB0961
 HB0961  NGVD 29 (??/??/??)  132.989  (m)          436.31   (f) ADJUSTED    2 0
 HB0961
 HB0961.Superseded values are not recommended for survey control.
 HB0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0961.See file dsdata.txt to determine how the superseded data were derived.
 HB0961
 HB0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG347333(NAD 83)
 HB0961_MARKER: DB = BENCH MARK DISK
 HB0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0961_STAMPING: E 141 1935
 HB0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0961+STABILITY: SURFACE MOTION
 HB0961
 HB0961  HISTORY     - Date     Condition        Report By
 HB0961  HISTORY     - 1935     MONUMENTED       CGS
 HB0961  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB0961  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB0961  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB0961
 HB0961                          STATION DESCRIPTION
 HB0961
 HB0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0961'1 MI NW FROM LUTESVILLE.
 HB0961'1.0 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB0961'STATION AT LUTESVILLE, BOLLINGER COUNTY, 120 FEET NORTH OF A
 HB0961'STATION ONE-MILE SIGN, 75 FEET EAST OF THE CENTERLINE OF STATE
 HB0961'HIGHWAY 34, AT A COUNTRY ROAD CROSSING, 24 FEET SOUTH OF THE
 HB0961'CENTERLINE OF THE ROAD, AND 24 FEET EAST OF THE CENTERLINE OF
 HB0961'THE TRACK.  A STANDARD DISK, STAMPED E 141 1935 AND SET IN THE
 HB0961'TOP OF A CONCRETE POST.
 HB0961
 HB0961                          STATION RECOVERY (1976)
 HB0961
 HB0961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0961'MARK NOT FOUND.
 HB0961
 HB0961                          STATION RECOVERY (1976)
 HB0961
 HB0961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0961'MARK NOT FOUND.
 HB0961
 HB0961                          STATION RECOVERY (1976)
 HB0961
 HB0961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0469 ***********************************************************************
 KC0469  DESIGNATION -  E 146
 KC0469  PID         -  KC0469
 KC0469  STATE/COUNTY-  MO/AUDRAIN
 KC0469  USGS QUAD   -  AUXVASSE (1972)
 KC0469
 KC0469                         *CURRENT SURVEY CONTROL
 KC0469  ___________________________________________________________________
 KC0469* NAD 83(1986)-  39 07 01.     (N)    091 54 15.     (W)     SCALED    
 KC0469* NAVD 88     -       252.914  (meters)     829.77   (feet)  ADJUSTED  
 KC0469  ___________________________________________________________________
 KC0469  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KC0469  DYNAMIC HT  -         252.755 (meters)     829.25  (feet)  COMP
 KC0469  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 KC0469
 KC0469  VERT ORDER  -  SECOND    CLASS 0
 KC0469
 KC0469.The horizontal coordinates were scaled from a topographic map and have
 KC0469.an estimated accuracy of +/- 6 seconds.
 KC0469
 KC0469.The orthometric height was determined by differential leveling
 KC0469.and adjusted by the National Geodetic Survey in June 1991..
 KC0469
 KC0469.The geoid height was determined by GEOID03.
 KC0469
 KC0469.The dynamic height is computed by dividing the NAVD 88
 KC0469.geopotential number by the normal gravity value computed on the
 KC0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0469.degrees latitude (g = 980.6199 gals.).
 KC0469
 KC0469.The modeled gravity was interpolated from observed gravity values.
 KC0469
 KC0469;                    North         East    Units  Estimated Accuracy
 KC0469;SPC MO C     -   364,580.      551,530.      MT  (+/- 180 meters Scaled)
 KC0469
 KC0469                          SUPERSEDED SURVEY CONTROL
 KC0469
 KC0469  NGVD 29 (??/??/92)  252.916  (m)          829.78   (f) ADJ UNCH    2 0
 KC0469
 KC0469.Superseded values are not recommended for survey control.
 KC0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0469.See file dsdata.txt to determine how the superseded data were derived.
 KC0469
 KC0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD947303(NAD 83)
 KC0469_MARKER: DB = BENCH MARK DISK
 KC0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0469_STAMPING: E 146 1935
 KC0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0469+STABILITY: SURFACE MOTION
 KC0469
 KC0469  HISTORY     - Date     Condition        Report By
 KC0469  HISTORY     - 1935     MONUMENTED       CGS
 KC0469
 KC0469                          STATION DESCRIPTION
 KC0469
 KC0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0469'4.2 MI S FROM MEXICO.
 KC0469'4.2 MILES SOUTH ALONG THE CHICAGO AND ALTON RAILROAD FROM THE
 KC0469'STATION AT MEXICO, AUDRAIN COUNTY, 45 FEET EAST OF THE CENTERLINE
 KC0469'OF THE TRACK, 25 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 KC0469'AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED E 146 1935 AND
 KC0469'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0113 ***********************************************************************
 JD0113  DESIGNATION -  E 147
 JD0113  PID         -  JD0113
 JD0113  STATE/COUNTY-  MO/CALLAWAY
 JD0113  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD0113
 JD0113                         *CURRENT SURVEY CONTROL
 JD0113  ___________________________________________________________________
 JD0113* NAD 83(1986)-  38 40 12.     (N)    092 06 26.     (W)     SCALED    
 JD0113* NAVD 88     -       263.988  (meters)     866.10   (feet)  ADJUSTED  
 JD0113  ___________________________________________________________________
 JD0113  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JD0113  DYNAMIC HT  -         263.811 (meters)     865.52  (feet)  COMP
 JD0113  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 JD0113
 JD0113  VERT ORDER  -  SECOND    CLASS 0
 JD0113
 JD0113.The horizontal coordinates were scaled from a topographic map and have
 JD0113.an estimated accuracy of +/- 6 seconds.
 JD0113
 JD0113.The orthometric height was determined by differential leveling
 JD0113.and adjusted by the National Geodetic Survey in June 1991..
 JD0113
 JD0113.The geoid height was determined by GEOID03.
 JD0113
 JD0113.The dynamic height is computed by dividing the NAVD 88
 JD0113.geopotential number by the normal gravity value computed on the
 JD0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0113.degrees latitude (g = 980.6199 gals.).
 JD0113
 JD0113.The modeled gravity was interpolated from observed gravity values.
 JD0113
 JD0113;                    North         East    Units  Estimated Accuracy
 JD0113;SPC MO C     -   314,870.      534,180.      MT  (+/- 180 meters Scaled)
 JD0113
 JD0113                          SUPERSEDED SURVEY CONTROL
 JD0113
 JD0113  NGVD 29 (??/??/92)  264.007  (m)          866.16   (f) ADJ UNCH    2 0
 JD0113
 JD0113.Superseded values are not recommended for survey control.
 JD0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0113.See file dsdata.txt to determine how the superseded data were derived.
 JD0113
 JD0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC776805(NAD 83)
 JD0113_MARKER: DB = BENCH MARK DISK
 JD0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0113_STAMPING: E 147 1935
 JD0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0113+STABILITY: SURFACE MOTION
 JD0113
 JD0113  HISTORY     - Date     Condition        Report By
 JD0113  HISTORY     - 1935     MONUMENTED       CGS
 JD0113  HISTORY     - 1954     GOOD             NGS
 JD0113
 JD0113                          STATION DESCRIPTION
 JD0113
 JD0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JD0113'3.4 MI S FROM NEW BLOOMFIELD.
 JD0113'3.4 MILE SOUTH ALONG U.S. HIGHWAY 54 FROM THE FARMERS BANK
 JD0113'BUILDING AT NEW BLOOMFIELD, AT THE JUNCTION OF THE DRIVEWAY
 JD0113'TO THE P.P. ATKINSON FARM, ABOUT 65 FEET EAST OF THE CENTERLINE
 JD0113'OF THE HIGHWAY, AND 15 FEET SOUTH OF THE CENTERLINE OF THE
 JD0113'DRIVEWAY.  A STANDARD DISK STAMPED E 147 1935 AND SET IN THE TOP
 JD0113'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0686 ***********************************************************************
 JC0686  DESIGNATION -  E 148
 JC0686  PID         -  JC0686
 JC0686  STATE/COUNTY-  MO/MONTGOMERY
 JC0686  USGS QUAD   -  JONESBURG (1985)
 JC0686
 JC0686                         *CURRENT SURVEY CONTROL
 JC0686  ___________________________________________________________________
 JC0686* NAD 83(1986)-  38 52 29.     (N)    091 22 03.     (W)     SCALED    
 JC0686* NAVD 88     -       271.454  (meters)     890.60   (feet)  ADJUSTED  
 JC0686  ___________________________________________________________________
 JC0686  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JC0686  DYNAMIC HT  -         271.279 (meters)     890.02  (feet)  COMP
 JC0686  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 JC0686
 JC0686  VERT ORDER  -  SECOND    CLASS 0
 JC0686
 JC0686.The horizontal coordinates were scaled from a topographic map and have
 JC0686.an estimated accuracy of +/- 6 seconds.
 JC0686
 JC0686.The orthometric height was determined by differential leveling
 JC0686.and adjusted by the National Geodetic Survey in June 1991..
 JC0686
 JC0686.The geoid height was determined by GEOID03.
 JC0686
 JC0686.The dynamic height is computed by dividing the NAVD 88
 JC0686.geopotential number by the normal gravity value computed on the
 JC0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0686.degrees latitude (g = 980.6199 gals.).
 JC0686
 JC0686.The modeled gravity was interpolated from observed gravity values.
 JC0686
 JC0686;                    North         East    Units  Estimated Accuracy
 JC0686;SPC MO E     -   337,880.      174,720.      MT  (+/- 180 meters Scaled)
 JC0686
 JC0686                          SUPERSEDED SURVEY CONTROL
 JC0686
 JC0686  NGVD 29 (??/??/92)  271.459  (m)          890.61   (f) ADJ UNCH    2 0
 JC0686
 JC0686.Superseded values are not recommended for survey control.
 JC0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0686.See file dsdata.txt to determine how the superseded data were derived.
 JC0686
 JC0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD416041(NAD 83)
 JC0686_MARKER: DB = BENCH MARK DISK
 JC0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0686_STAMPING: E 148 1935
 JC0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0686+STABILITY: SURFACE MOTION
 JC0686
 JC0686  HISTORY     - Date     Condition        Report By
 JC0686  HISTORY     - 1935     MONUMENTED       CGS
 JC0686  HISTORY     - 1970     POOR             USGS
 JC0686
 JC0686                          STATION DESCRIPTION
 JC0686
 JC0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0686'1 MI E FROM HIGH HILL.
 JC0686'1.0 MILE EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0686'HIGH HILL, MONTGOMERY COUNTY, 4-1/2 RAILS EAST OF A ROAD CROSSING
 JC0686'NEAR MILEAGE 203.3, AND 25 FEET NORTH OF THE CENTERLINE OF THE
 JC0686'TRACK.  A STANDARD DISK, STAMPED E 148 1935 AND SET IN THE TOP OF
 JC0686'A CONCRETE POST.
 JC0686
 JC0686                          STATION RECOVERY (1970)
 JC0686
 JC0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JC0686'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0546 ***********************************************************************
 JC0546  DESIGNATION -  E 149
 JC0546  PID         -  JC0546
 JC0546  STATE/COUNTY-  MO/ST CHARLES
 JC0546  USGS QUAD   -  O'FALLON (1994)
 JC0546
 JC0546                         *CURRENT SURVEY CONTROL
 JC0546  ___________________________________________________________________
 JC0546* NAD 83(1986)-  38 48 33.     (N)    090 43 28.     (W)     SCALED    
 JC0546* NAVD 88     -       180.061  (meters)     590.75   (feet)  ADJUSTED  
 JC0546  ___________________________________________________________________
 JC0546  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JC0546  DYNAMIC HT  -         179.948 (meters)     590.38  (feet)  COMP
 JC0546  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 JC0546
 JC0546  VERT ORDER  -  SECOND    CLASS 0
 JC0546
 JC0546.The horizontal coordinates were scaled from a topographic map and have
 JC0546.an estimated accuracy of +/- 6 seconds.
 JC0546
 JC0546.The orthometric height was determined by differential leveling
 JC0546.and adjusted by the National Geodetic Survey in June 1991..
 JC0546
 JC0546.The geoid height was determined by GEOID03.
 JC0546
 JC0546.The dynamic height is computed by dividing the NAVD 88
 JC0546.geopotential number by the normal gravity value computed on the
 JC0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0546.degrees latitude (g = 980.6199 gals.).
 JC0546
 JC0546.The modeled gravity was interpolated from observed gravity values.
 JC0546
 JC0546;                    North         East    Units  Estimated Accuracy
 JC0546;SPC MO E     -   330,270.      230,510.      MT  (+/- 180 meters Scaled)
 JC0546
 JC0546                          SUPERSEDED SURVEY CONTROL
 JC0546
 JC0546  NGVD 29 (??/??/92)  180.081  (m)          590.82   (f) ADJ UNCH    2 0
 JC0546
 JC0546.Superseded values are not recommended for survey control.
 JC0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0546.See file dsdata.txt to determine how the superseded data were derived.
 JC0546
 JC0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC975980(NAD 83)
 JC0546_MARKER: DB = BENCH MARK DISK
 JC0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0546_STAMPING: E 149 1935
 JC0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0546+STABILITY: SURFACE MOTION
 JC0546
 JC0546  HISTORY     - Date     Condition        Report By
 JC0546  HISTORY     - 1935     MONUMENTED       CGS
 JC0546
 JC0546                          STATION DESCRIPTION
 JC0546
 JC0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0546'1.4 MI W FROM O FALLON.
 JC0546'1.4 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0546'O FALLON, ST. CHARLES COUNTY, AT A PRIVATE-ROAD CROSSING, 33 FEET
 JC0546'SOUTH OF THE CENTERLINE OF THE TRACK, 25 FEET WEST OF THE ROAD,
 JC0546'AND 12 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JC0546'STAMPED E 149 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JC0546'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0529 ***********************************************************************
 KC0529  DESIGNATION -  E 15
 KC0529  PID         -  KC0529
 KC0529  STATE/COUNTY-  MO/LEWIS
 KC0529  USGS QUAD   -  MAYWOOD (1975)
 KC0529
 KC0529                         *CURRENT SURVEY CONTROL
 KC0529  ___________________________________________________________________
 KC0529* NAD 83(1986)-  39 57 10.     (N)    091 35 55.     (W)     SCALED    
 KC0529* NAVD 88     -       157.676  (meters)     517.31   (feet)  ADJUSTED  
 KC0529  ___________________________________________________________________
 KC0529  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0529  DYNAMIC HT  -         157.593 (meters)     517.04  (feet)  COMP
 KC0529  MODELED GRAV-     980,097.2   (mgal)                       NAVD 88
 KC0529
 KC0529  VERT ORDER  -  FIRST     CLASS II
 KC0529
 KC0529.The horizontal coordinates were scaled from a topographic map and have
 KC0529.an estimated accuracy of +/- 6 seconds.
 KC0529
 KC0529.The orthometric height was determined by differential leveling
 KC0529.and adjusted by the National Geodetic Survey in June 1991..
 KC0529
 KC0529.The geoid height was determined by GEOID03.
 KC0529
 KC0529.The dynamic height is computed by dividing the NAVD 88
 KC0529.geopotential number by the normal gravity value computed on the
 KC0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0529.degrees latitude (g = 980.6199 gals.).
 KC0529
 KC0529.The modeled gravity was interpolated from observed gravity values.
 KC0529
 KC0529;                    North         East    Units  Estimated Accuracy
 KC0529;SPC MO E     -   457,780.      156,130.      MT  (+/- 180 meters Scaled)
 KC0529
 KC0529                          SUPERSEDED SURVEY CONTROL
 KC0529
 KC0529  NGVD 29 (??/??/92)  157.756  (m)          517.57   (f) ADJ UNCH    1 2
 KC0529
 KC0529.Superseded values are not recommended for survey control.
 KC0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0529.See file dsdata.txt to determine how the superseded data were derived.
 KC0529
 KC0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE197234(NAD 83)
 KC0529_MARKER: DB = BENCH MARK DISK
 KC0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0529_STAMPING: E 15 1933
 KC0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0529+STABILITY: SURFACE MOTION
 KC0529
 KC0529  HISTORY     - Date     Condition        Report By
 KC0529  HISTORY     - 1933     MONUMENTED       CGS
 KC0529
 KC0529                          STATION DESCRIPTION
 KC0529
 KC0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0529'IN MAYWOOD.
 KC0529'AT MAYWOOD, LEWIS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 KC0529'RAILROAD, 100 FEET EAST OF THE STATION, 45 FEET WEST OF THE WATER
 KC0529'TANK, 12 FEET NORTH OF THE TRACK, AND 5 FEET EAST OF THE EAST
 KC0529'END OF THE STATION PLATFORM.  A STANDARD DISK, STAMPED E 15 1933
 KC0529'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0086 ***********************************************************************
 LE0086  DESIGNATION -  E 16
 LE0086  PID         -  LE0086
 LE0086  STATE/COUNTY-  MO/ADAIR
 LE0086  USGS QUAD   -  HURDLAND (1966)
 LE0086
 LE0086                         *CURRENT SURVEY CONTROL
 LE0086  ___________________________________________________________________
 LE0086* NAD 83(1986)-  40 08 54.     (N)    092 22 01.     (W)     SCALED    
 LE0086* NAVD 88     -       262.672  (meters)     861.78   (feet)  ADJUSTED  
 LE0086  ___________________________________________________________________
 LE0086  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LE0086  DYNAMIC HT  -         262.531 (meters)     861.32  (feet)  COMP
 LE0086  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 LE0086
 LE0086  VERT ORDER  -  FIRST     CLASS II
 LE0086
 LE0086.The horizontal coordinates were scaled from a topographic map and have
 LE0086.an estimated accuracy of +/- 6 seconds.
 LE0086
 LE0086.The orthometric height was determined by differential leveling
 LE0086.and adjusted by the National Geodetic Survey in June 1991..
 LE0086
 LE0086.The geoid height was determined by GEOID03.
 LE0086
 LE0086.The dynamic height is computed by dividing the NAVD 88
 LE0086.geopotential number by the normal gravity value computed on the
 LE0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0086.degrees latitude (g = 980.6199 gals.).
 LE0086
 LE0086.The modeled gravity was interpolated from observed gravity values.
 LE0086
 LE0086;                    North         East    Units  Estimated Accuracy
 LE0086;SPC MO C     -   478,930.      511,340.      MT  (+/- 180 meters Scaled)
 LE0086
 LE0086                          SUPERSEDED SURVEY CONTROL
 LE0086
 LE0086  NGVD 29 (??/??/92)  262.692  (m)          861.85   (f) ADJ UNCH    1 2
 LE0086
 LE0086.Superseded values are not recommended for survey control.
 LE0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0086.See file dsdata.txt to determine how the superseded data were derived.
 LE0086
 LE0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE539444(NAD 83)
 LE0086_MARKER: DB = BENCH MARK DISK
 LE0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0086_STAMPING: E 16 1933
 LE0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0086+STABILITY: SURFACE MOTION
 LE0086
 LE0086  HISTORY     - Date     Condition        Report By
 LE0086  HISTORY     - 1933     MONUMENTED       CGS
 LE0086
 LE0086                          STATION DESCRIPTION
 LE0086
 LE0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LE0086'0.7 MI E FROM BRASHEAR.
 LE0086'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0086'FROM BRASHEAR, ADAIR COUNTY, 13 RAILS EAST OF MILEPOST 57,
 LE0086'AT A ROAD CROSSING, 20 FEET WEST OF THE ROAD, AND 15 FEET NORTH
 LE0086'OF THE TRACK.  A STANDARD DISK, STAMPED E 16 1933 AND SET IN THE
 LE0086'TOP OF A CONCRETE POST.  NOTE-- B.M. IS .5 FEET EAST OF A
 LE0086'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0799 ***********************************************************************
 HD0799  DESIGNATION -  E 169
 HD0799  PID         -  HD0799
 HD0799  STATE/COUNTY-  MO/CEDAR
 HD0799  USGS QUAD   -  WAGONER (1956)
 HD0799
 HD0799                         *CURRENT SURVEY CONTROL
 HD0799  ___________________________________________________________________
 HD0799* NAD 83(1986)-  37 43 44.     (N)    093 53 52.     (W)     SCALED    
 HD0799* NAVD 88     -       265.167  (meters)     869.97   (feet)  ADJUSTED  
 HD0799  ___________________________________________________________________
 HD0799  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HD0799  DYNAMIC HT  -         264.968 (meters)     869.32  (feet)  COMP
 HD0799  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 HD0799
 HD0799  VERT ORDER  -  SECOND    CLASS 0
 HD0799
 HD0799.The horizontal coordinates were scaled from a topographic map and have
 HD0799.an estimated accuracy of +/- 6 seconds.
 HD0799
 HD0799.The orthometric height was determined by differential leveling
 HD0799.and adjusted by the National Geodetic Survey in June 1991..
 HD0799
 HD0799.The geoid height was determined by GEOID03.
 HD0799
 HD0799.The dynamic height is computed by dividing the NAVD 88
 HD0799.geopotential number by the normal gravity value computed on the
 HD0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0799.degrees latitude (g = 980.6199 gals.).
 HD0799
 HD0799.The modeled gravity was interpolated from observed gravity values.
 HD0799
 HD0799;                    North         East    Units  Estimated Accuracy
 HD0799;SPC MO W     -   173,530.      903,090.      MT  (+/- 180 meters Scaled)
 HD0799
 HD0799                          SUPERSEDED SURVEY CONTROL
 HD0799
 HD0799  NGVD 29 (??/??/92)  265.060  (m)          869.62   (f) ADJ UNCH    2 0
 HD0799
 HD0799.Superseded values are not recommended for survey control.
 HD0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0799.See file dsdata.txt to determine how the superseded data were derived.
 HD0799
 HD0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB208761(NAD 83)
 HD0799_MARKER: DB = BENCH MARK DISK
 HD0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0799_SP_SET: CULVERT
 HD0799_STAMPING: E 169 1940
 HD0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0799
 HD0799  HISTORY     - Date     Condition        Report By
 HD0799  HISTORY     - 1940     MONUMENTED       CGS
 HD0799  HISTORY     - 1963     GOOD             NGS
 HD0799
 HD0799                          STATION DESCRIPTION
 HD0799
 HD0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0799'4.2 MI SE FROM FILLEY.
 HD0799'4.15 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE CHRISTIAN
 HD0799'CHURCH AT FILLEY, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HD0799'SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL
 HD0799'OF A 4 BY 4-FOOT CONCRETE BOX CULVERT, AND 24 FEET SOUTH OF A
 HD0799'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0300 ***********************************************************************
 LE0300  DESIGNATION -  E 17
 LE0300  PID         -  LE0300
 LE0300  STATE/COUNTY-  MO/SULLIVAN
 LE0300  USGS QUAD   -  MILAN EAST (1981)
 LE0300
 LE0300                         *CURRENT SURVEY CONTROL
 LE0300  ___________________________________________________________________
 LE0300* NAD 83(1986)-  40 13 12.     (N)    093 04 28.     (W)     SCALED    
 LE0300* NAVD 88     -       281.913  (meters)     924.91   (feet)  ADJUSTED  
 LE0300  ___________________________________________________________________
 LE0300  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LE0300  DYNAMIC HT  -         281.768 (meters)     924.43  (feet)  COMP
 LE0300  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 LE0300
 LE0300  VERT ORDER  -  FIRST     CLASS II
 LE0300
 LE0300.The horizontal coordinates were scaled from a topographic map and have
 LE0300.an estimated accuracy of +/- 6 seconds.
 LE0300
 LE0300.The orthometric height was determined by differential leveling
 LE0300.and adjusted by the National Geodetic Survey in June 1991..
 LE0300
 LE0300.The geoid height was determined by GEOID03.
 LE0300
 LE0300.The dynamic height is computed by dividing the NAVD 88
 LE0300.geopotential number by the normal gravity value computed on the
 LE0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0300.degrees latitude (g = 980.6199 gals.).
 LE0300
 LE0300.The modeled gravity was interpolated from observed gravity values.
 LE0300
 LE0300;                    North         East    Units  Estimated Accuracy
 LE0300;SPC MO C     -   487,030.      451,110.      MT  (+/- 180 meters Scaled)
 LE0300
 LE0300                          SUPERSEDED SURVEY CONTROL
 LE0300
 LE0300  NGVD 29 (??/??/92)  281.899  (m)          924.86   (f) ADJ UNCH    1 2
 LE0300
 LE0300.Superseded values are not recommended for survey control.
 LE0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0300.See file dsdata.txt to determine how the superseded data were derived.
 LE0300
 LE0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE936521(NAD 83)
 LE0300_MARKER: DB = BENCH MARK DISK
 LE0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0300_STAMPING: E 17 1933
 LE0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0300+STABILITY: SURFACE MOTION
 LE0300
 LE0300  HISTORY     - Date     Condition        Report By
 LE0300  HISTORY     - 1933     MONUMENTED       CGS
 LE0300  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0300
 LE0300                          STATION DESCRIPTION
 LE0300
 LE0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LE0300'2.8 MI NE FROM MILAN.
 LE0300'2.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0300'RAILROAD FROM MILAN, SULLIVAN COUNTY, AT MILEAGE 101.8, AT A
 LE0300'CURVE, AT THE POINT WHERE A RAILROAD CUT CHANGES TO A FILL,
 LE0300'AND 30 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED
 LE0300'E 17 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LE0300
 LE0300                          STATION RECOVERY (1967)
 LE0300
 LE0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0232 ***********************************************************************
 KE0232  DESIGNATION -  E 170
 KE0232  PID         -  KE0232
 KE0232  STATE/COUNTY-  MO/JACKSON
 KE0232  USGS QUAD   -  KANSAS CITY (1991)
 KE0232
 KE0232                         *CURRENT SURVEY CONTROL
 KE0232  ___________________________________________________________________
 KE0232* NAD 83(1986)-  39 07 06.     (N)    094 32 52.     (W)     SCALED    
 KE0232* NAVD 88     -       226.100  (meters)     741.80   (feet)  ADJUSTED  
 KE0232  ___________________________________________________________________
 KE0232  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE0232  DYNAMIC HT  -         225.955 (meters)     741.32  (feet)  COMP
 KE0232  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 KE0232
 KE0232  VERT ORDER  -  FIRST     CLASS II
 KE0232
 KE0232.The horizontal coordinates were scaled from a topographic map and have
 KE0232.an estimated accuracy of +/- 6 seconds.
 KE0232
 KE0232.The orthometric height was determined by differential leveling
 KE0232.and adjusted by the National Geodetic Survey in June 1991..
 KE0232.WARNING-Repeat measurements at this control monument indicate possible
 KE0232.vertical movement.
 KE0232
 KE0232.The geoid height was determined by GEOID03.
 KE0232
 KE0232.The dynamic height is computed by dividing the NAVD 88
 KE0232.geopotential number by the normal gravity value computed on the
 KE0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0232.degrees latitude (g = 980.6199 gals.).
 KE0232
 KE0232.The modeled gravity was interpolated from observed gravity values.
 KE0232
 KE0232;                    North         East    Units  Estimated Accuracy
 KE0232;SPC MO W     -   327,590.      845,870.      MT  (+/- 180 meters Scaled)
 KE0232
 KE0232                          SUPERSEDED SURVEY CONTROL
 KE0232
 KE0232  NGVD 29 (??/??/92)  226.022  (m)          741.54   (f) ADJ UNCH    1 2
 KE0232
 KE0232.Superseded values are not recommended for survey control.
 KE0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0232.See file dsdata.txt to determine how the superseded data were derived.
 KE0232
 KE0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD661310(NAD 83)
 KE0232_MARKER: DB = BENCH MARK DISK
 KE0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0232_STAMPING: E 170 1940
 KE0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0232+STABILITY: SURFACE MOTION
 KE0232
 KE0232  HISTORY     - Date     Condition        Report By
 KE0232  HISTORY     - 1940     MONUMENTED       CGS
 KE0232  HISTORY     - 1948     GOOD             NGS
 KE0232  HISTORY     - 1951     GOOD             NGS
 KE0232  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0232
 KE0232                          STATION DESCRIPTION
 KE0232
 KE0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0232'AT KANSAS CITY.
 KE0232'AT KANSAS CITY, MISSOURI, AT THE NORTH END OF PROSPECT AVENUE,
 KE0232'1 BLOCK NORTH OF NICKOLSON AVENUE, 124.6 FEET EAST OF THE EXTENDED
 KE0232'CENTER LINE OF PROSPECT AVENUE, 21.0 FEET SOUTH OF THE SOUTH
 KE0232'RAIL OF THE MOST SOUTHERLY TRACK OF THE RAILROAD, 15.5 FEET
 KE0232'NORTH OF THE CENTER LINE OF A PAVED STREET LEADING EAST, 4.6
 KE0232'FEET NORTHEAST OF A POWER POLE, 3.1 FEET EAST OF A WITNESS POST,
 KE0232'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 KE0232'THE GROUND.
 KE0232
 KE0232                          STATION RECOVERY (1951)
 KE0232
 KE0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0232'RECOVERED IN GOOD CONDITION.
 KE0232
 KE0232                          STATION RECOVERY (1986)
 KE0232
 KE0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0347 ***********************************************************************
 GE0347  DESIGNATION -  E 171
 GE0347  PID         -  GE0347
 GE0347  STATE/COUNTY-  MO/RIPLEY
 GE0347  USGS QUAD   -  OXLY (1979)
 GE0347
 GE0347                         *CURRENT SURVEY CONTROL
 GE0347  ___________________________________________________________________
 GE0347* NAD 83(1986)-  36 34 45.     (N)    090 37 47.     (W)     SCALED    
 GE0347* NAVD 88     -        91.502  (meters)     300.20   (feet)  ADJUSTED  
 GE0347  ___________________________________________________________________
 GE0347  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GE0347  DYNAMIC HT  -          91.427 (meters)     299.96  (feet)  COMP
 GE0347  MODELED GRAV-     979,818.6   (mgal)                       NAVD 88
 GE0347
 GE0347  VERT ORDER  -  FIRST     CLASS II
 GE0347
 GE0347.The horizontal coordinates were scaled from a topographic map and have
 GE0347.an estimated accuracy of +/- 6 seconds.
 GE0347
 GE0347.The orthometric height was determined by differential leveling
 GE0347.and adjusted by the National Geodetic Survey in June 1991..
 GE0347
 GE0347.The geoid height was determined by GEOID03.
 GE0347
 GE0347.The dynamic height is computed by dividing the NAVD 88
 GE0347.geopotential number by the normal gravity value computed on the
 GE0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0347.degrees latitude (g = 980.6199 gals.).
 GE0347
 GE0347.The modeled gravity was interpolated from observed gravity values.
 GE0347
 GE0347;                    North         East    Units  Estimated Accuracy
 GE0347;SPC MO E     -    82,760.      238,390.      MT  (+/- 180 meters Scaled)
 GE0347
 GE0347                          SUPERSEDED SURVEY CONTROL
 GE0347
 GE0347  NGVD 29 (??/??/92)   91.486  (m)          300.15   (f) ADJ UNCH    1 2
 GE0347
 GE0347.Superseded values are not recommended for survey control.
 GE0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0347.See file dsdata.txt to determine how the superseded data were derived.
 GE0347
 GE0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA120508(NAD 83)
 GE0347_MARKER: DB = BENCH MARK DISK
 GE0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0347_STAMPING: E 171 1956
 GE0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0347+STABILITY: SURFACE MOTION
 GE0347
 GE0347  HISTORY     - Date     Condition        Report By
 GE0347  HISTORY     - 1956     MONUMENTED       CGS
 GE0347  HISTORY     - 20031216 MARK NOT FOUND   USACE
 GE0347
 GE0347                          STATION DESCRIPTION
 GE0347
 GE0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0347'1.4 MI W FROM NAYLOR.
 GE0347'ABOUT 1.35 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0347'THE STATION AT NAYLOR, ABOUT 0.2 MILE EAST OF RAILROAD BRIDGE
 GE0347'OVER BLACK RIVER, AT A NORTH-SOUTH ROAD CROSSING, 45 1/2 FEET
 GE0347'SOUTH OF SOUTH RAIL, 35 FEET WEST OF CENTER LINE OF ROAD, 75 FEET
 GE0347'SOUTHWEST AND ACROSS ROAD AND TRACK FROM TELEPHONE POLE NO.
 GE0347'187/17, 54 FEET SOUTHWEST OF CENTER OF CROSSING, 2 FEET NORTH OF
 GE0347'A FENCE LINE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 GE0347'ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 GE0347'CONCRETE POST PROJECTING 3 INCHES.
 GE0347
 GE0347                          STATION RECOVERY (2003)
 GE0347
 GE0347'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 GE0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0140 ***********************************************************************
 HC0140  DESIGNATION -  E 174
 HC0140  PID         -  HC0140
 HC0140  STATE/COUNTY-  MO/WAYNE
 HC0140  USGS QUAD   -  GREENVILLE SW (1966)
 HC0140
 HC0140                         *CURRENT SURVEY CONTROL
 HC0140  ___________________________________________________________________
 HC0140* NAD 83(1986)-  37 02 55.     (N)    090 29 06.     (W)     SCALED    
 HC0140* NAVD 88     -       211.073  (meters)     692.50   (feet)  ADJUSTED  
 HC0140  ___________________________________________________________________
 HC0140  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HC0140  DYNAMIC HT  -         210.906 (meters)     691.95  (feet)  COMP
 HC0140  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 HC0140
 HC0140  VERT ORDER  -  SECOND    CLASS 0
 HC0140
 HC0140.The horizontal coordinates were scaled from a topographic map and have
 HC0140.an estimated accuracy of +/- 6 seconds.
 HC0140
 HC0140.The orthometric height was determined by differential leveling
 HC0140.and adjusted by the National Geodetic Survey in June 1991..
 HC0140
 HC0140.The geoid height was determined by GEOID03.
 HC0140
 HC0140.The dynamic height is computed by dividing the NAVD 88
 HC0140.geopotential number by the normal gravity value computed on the
 HC0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0140.degrees latitude (g = 980.6199 gals.).
 HC0140
 HC0140.The modeled gravity was interpolated from observed gravity values.
 HC0140
 HC0140;                    North         East    Units  Estimated Accuracy
 HC0140;SPC MO E     -   134,850.      251,330.      MT  (+/- 180 meters Scaled)
 HC0140
 HC0140                          SUPERSEDED SURVEY CONTROL
 HC0140
 HC0140  NGVD 29 (??/??/92)  211.118  (m)          692.64   (f) ADJ UNCH    2 0
 HC0140
 HC0140.Superseded values are not recommended for survey control.
 HC0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0140.See file dsdata.txt to determine how the superseded data were derived.
 HC0140
 HC0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB236032(NAD 83)
 HC0140_MARKER: DB = BENCH MARK DISK
 HC0140_SETTING: 80 = SET IN A BOULDER
 HC0140_SP_SET: BOULDER
 HC0140_STAMPING: E 174 1945
 HC0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0140+STABILITY: SURFACE MOTION
 HC0140
 HC0140  HISTORY     - Date     Condition        Report By
 HC0140  HISTORY     - 1945     MONUMENTED       CGS
 HC0140  HISTORY     - 1965     MARK NOT FOUND   USGS
 HC0140  HISTORY     - 20020514 MARK NOT FOUND   USACE
 HC0140
 HC0140                          STATION DESCRIPTION
 HC0140
 HC0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HC0140'5 MI N FROM TASKEE STATION.
 HC0140'5.0 MILES NORTH ALONG OLD U.S. HIGHWAY 67 FROM THE VILLAGE OF
 HC0140'TASKEE STATION, WAYNE COUNTY, 15 FEET WEST OF THE CENTERLINE
 HC0140'OF THE OLD HIGHWAY, 17 FEET SOUTHEAST OF AN 18-INCH OAK TREE
 HC0140'WITH A TRIANGULAR BLAZE 4.5 FEET ABOVE THE GROUND, 3 FEET
 HC0140'NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 HC0140'BOULDER PROJECTING 3 INCHES ABOVE THE GROUND.  A STANDARD DISK,
 HC0140'STAMPED E 174 1945.
 HC0140
 HC0140                          STATION RECOVERY (1965)
 HC0140
 HC0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HC0140'MARK NOT FOUND.
 HC0140
 HC0140                          STATION RECOVERY (2002)
 HC0140
 HC0140'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HC0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0438 ***********************************************************************
 JE0438  DESIGNATION -  E 175
 JE0438  PID         -  JE0438
 JE0438  STATE/COUNTY-  MO/BATES
 JE0438  USGS QUAD   -  PAPINVILLE (1991)
 JE0438
 JE0438                         *CURRENT SURVEY CONTROL
 JE0438  ___________________________________________________________________
 JE0438* NAD 83(1986)-  38 04 39.     (N)    094 10 10.     (W)     SCALED    
 JE0438* NAVD 88     -       238.289  (meters)     781.79   (feet)  ADJUSTED  
 JE0438  ___________________________________________________________________
 JE0438  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE0438  DYNAMIC HT  -         238.113 (meters)     781.21  (feet)  COMP
 JE0438  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 JE0438
 JE0438  VERT ORDER  -  SECOND    CLASS 0
 JE0438
 JE0438.The horizontal coordinates were scaled from a topographic map and have
 JE0438.an estimated accuracy of +/- 6 seconds.
 JE0438
 JE0438.The orthometric height was determined by differential leveling
 JE0438.and adjusted by the National Geodetic Survey in June 1991..
 JE0438
 JE0438.The geoid height was determined by GEOID03.
 JE0438
 JE0438.The dynamic height is computed by dividing the NAVD 88
 JE0438.geopotential number by the normal gravity value computed on the
 JE0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0438.degrees latitude (g = 980.6199 gals.).
 JE0438
 JE0438.The modeled gravity was interpolated from observed gravity values.
 JE0438
 JE0438;                    North         East    Units  Estimated Accuracy
 JE0438;SPC MO W     -   212,100.      879,000.      MT  (+/- 180 meters Scaled)
 JE0438
 JE0438                          SUPERSEDED SURVEY CONTROL
 JE0438
 JE0438  NGVD 29 (??/??/92)  238.176  (m)          781.42   (f) ADJ UNCH    2 0
 JE0438
 JE0438.Superseded values are not recommended for survey control.
 JE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0438.See file dsdata.txt to determine how the superseded data were derived.
 JE0438
 JE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC974150(NAD 83)
 JE0438_MARKER: DB = BENCH MARK DISK
 JE0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0438_STAMPING: E 175 1945
 JE0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0438+STABILITY: SURFACE MOTION
 JE0438
 JE0438  HISTORY     - Date     Condition        Report By
 JE0438  HISTORY     - 1945     MONUMENTED       CGS
 JE0438  HISTORY     - 1963     GOOD             NGS
 JE0438
 JE0438                          STATION DESCRIPTION
 JE0438
 JE0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0438'0.4 MI E FROM PRAIRIE CITY.
 JE0438'ABOUT 0.1 MILE SOUTH ALONG A GRAVELED STREET, FROM THE
 JE0438'EVANGELICAL CHURCH AT PRAIRIE CITY, THENCE 0.25 MILE EAST ALONG
 JE0438'A GRAVELED ROAD, IN SECTION 13, R 30 W, T 38 N, 21 FEET SOUTH
 JE0438'OF THE CENTER LINE OF THE ROAD, 151 FEET WEST OF A POWER POLE
 JE0438'WITH A TRANSFORMER, 108 FEET NORTHWEST OF THE NORTHWEST CORNER
 JE0438'OF A FARMHOUSE, 7 FEET NORTH OF A FENCE, 1.7 FEET NORTHEAST OF
 JE0438'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 JE0438'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0893 ***********************************************************************
 HD0893  DESIGNATION -  E 176
 HD0893  PID         -  HD0893
 HD0893  STATE/COUNTY-  MO/ST CLAIR
 HD0893  USGS QUAD   -  TIFFIN (1991)
 HD0893
 HD0893                         *CURRENT SURVEY CONTROL
 HD0893  ___________________________________________________________________
 HD0893* NAD 83(1986)-  37 59 07.     (N)    093 58 36.     (W)     SCALED    
 HD0893* NAVD 88     -       229.544  (meters)     753.10   (feet)  ADJUSTED  
 HD0893  ___________________________________________________________________
 HD0893  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HD0893  DYNAMIC HT  -         229.375 (meters)     752.54  (feet)  COMP
 HD0893  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 HD0893
 HD0893  VERT ORDER  -  SECOND    CLASS 0
 HD0893
 HD0893.The horizontal coordinates were scaled from a topographic map and have
 HD0893.an estimated accuracy of +/- 6 seconds.
 HD0893
 HD0893.The orthometric height was determined by differential leveling
 HD0893.and adjusted by the National Geodetic Survey in June 1991..
 HD0893
 HD0893.The geoid height was determined by GEOID03.
 HD0893
 HD0893.The dynamic height is computed by dividing the NAVD 88
 HD0893.geopotential number by the normal gravity value computed on the
 HD0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0893.degrees latitude (g = 980.6199 gals.).
 HD0893
 HD0893.The modeled gravity was interpolated from observed gravity values.
 HD0893
 HD0893;                    North         East    Units  Estimated Accuracy
 HD0893;SPC MO W     -   201,950.      895,970.      MT  (+/- 180 meters Scaled)
 HD0893
 HD0893                          SUPERSEDED SURVEY CONTROL
 HD0893
 HD0893  NGVD 29 (??/??/92)  229.442  (m)          752.76   (f) ADJ UNCH    2 0
 HD0893
 HD0893.Superseded values are not recommended for survey control.
 HD0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0893.See file dsdata.txt to determine how the superseded data were derived.
 HD0893
 HD0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC142046(NAD 83)
 HD0893_MARKER: DB = BENCH MARK DISK
 HD0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0893_SP_SET: CULVERT
 HD0893_STAMPING: E 176 1945
 HD0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0893
 HD0893  HISTORY     - Date     Condition        Report By
 HD0893  HISTORY     - 1945     MONUMENTED       CGS
 HD0893  HISTORY     - 1962     GOOD             NGS
 HD0893  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0893
 HD0893                          STATION DESCRIPTION
 HD0893
 HD0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0893'2.3 MI SE FROM TABERVILLE.
 HD0893'1.2 MILES SOUTH ALONG COUNTY ROAD H FROM THE NORTH END OF
 HD0893'THE HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE, THENCE
 HD0893'1.1 MILES EAST ALONG A GRAVELED ROAD, 9 1/2 FEET NORTH OF THE
 HD0893'CENTER LINE OF THE ROAD, SET IN THE TOP AND 2 FEET WEST OF THE
 HD0893'EAST END OF THE NORTH CONCRETE HEADWALL OF A 5-FOOT CONCRETE
 HD0893'CULVERT, 0.1 MILE WEST OF A FARMHOUSE, 15 FEET SOUTH OF A
 HD0893'FENCE, AND ABOUT LEVEL WITH THE ROAD.
 HD0893
 HD0893                          STATION RECOVERY (1988)
 HD0893
 HD0893'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBD)
 HD0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0890 ***********************************************************************
 HD0890  DESIGNATION -  E 177
 HD0890  PID         -  HD0890
 HD0890  STATE/COUNTY-  MO/ST CLAIR
 HD0890  USGS QUAD   -  TIFFIN (1991)
 HD0890
 HD0890                         *CURRENT SURVEY CONTROL
 HD0890  ___________________________________________________________________
 HD0890* NAD 83(1986)-  37 59 36.     (N)    093 56 03.     (W)     SCALED    
 HD0890* NAVD 88     -       244.339  (meters)     801.64   (feet)  ADJUSTED  
 HD0890  ___________________________________________________________________
 HD0890  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HD0890  DYNAMIC HT  -         244.159 (meters)     801.04  (feet)  COMP
 HD0890  MODELED GRAV-     979,888.0   (mgal)                       NAVD 88
 HD0890
 HD0890  VERT ORDER  -  SECOND    CLASS 0
 HD0890
 HD0890.The horizontal coordinates were scaled from a topographic map and have
 HD0890.an estimated accuracy of +/- 6 seconds.
 HD0890
 HD0890.The orthometric height was determined by differential leveling
 HD0890.and adjusted by the National Geodetic Survey in June 1991..
 HD0890
 HD0890.The geoid height was determined by GEOID03.
 HD0890
 HD0890.The dynamic height is computed by dividing the NAVD 88
 HD0890.geopotential number by the normal gravity value computed on the
 HD0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0890.degrees latitude (g = 980.6199 gals.).
 HD0890
 HD0890.The modeled gravity was interpolated from observed gravity values.
 HD0890
 HD0890;                    North         East    Units  Estimated Accuracy
 HD0890;SPC MO W     -   202,860.      899,700.      MT  (+/- 180 meters Scaled)
 HD0890
 HD0890                          SUPERSEDED SURVEY CONTROL
 HD0890
 HD0890  NGVD 29 (??/??/92)  244.227  (m)          801.27   (f) ADJ UNCH    2 0
 HD0890
 HD0890.Superseded values are not recommended for survey control.
 HD0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0890.See file dsdata.txt to determine how the superseded data were derived.
 HD0890
 HD0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC179054(NAD 83)
 HD0890_MARKER: DB = BENCH MARK DISK
 HD0890_SETTING: 0 = UNSPECIFIED SETTING
 HD0890_STAMPING: E 177 1945
 HD0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0890
 HD0890  HISTORY     - Date     Condition        Report By
 HD0890  HISTORY     - 1945     MONUMENTED       CGS
 HD0890  HISTORY     - 1962     GOOD             NGS
 HD0890  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0890
 HD0890                          STATION DESCRIPTION
 HD0890
 HD0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0890'3.6 MI N FROM TIFFIN.
 HD0890'1.0 MILE NORTHWEST ALONG COUNTY ROAD O FROM THE JUNCTION OF
 HD0890'STATE HIGHWAY 82 AND COUNTY ROAD O AT TIFFIN, THENCE 1.0 MILE
 HD0890'NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE EAST ALONG A DIRT
 HD0890'ROAD, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, THENCE 0.6
 HD0890'MILE NORTH ALONG A FIELD ROAD TO A DESERTED FARMHOUSE, THENCE
 HD0890'77 YARDS NORTH-NORTHWEST ACROSS COUNTRY TO THE MOST EASTERLY
 HD0890'OF 2 LARGE OAK TREES, THENCE 219 FEET NORTH TO A FLAT ROCK
 HD0890'OUTCROP, IN SECTION 7, T 37 N, R 27 W, SET IN THE TOP OF THE
 HD0890'NORTHWEST CORNER OF THE LARGEST OF A GROUP OF ROCKS, AT THE
 HD0890'BREAK OF THE GRADE AND NEAR THE MIDDLE OF THE TOP OF A Y FORMED
 HD0890'BY 2 DRY WASHES.
 HD0890
 HD0890                          STATION RECOVERY (1988)
 HD0890
 HD0890'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBD)
 HD0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0619 ***********************************************************************
 HD0619  DESIGNATION -  E 178
 HD0619  PID         -  HD0619
 HD0619  STATE/COUNTY-  MO/POLK
 HD0619  USGS QUAD   -  CLIQUOT (1981)
 HD0619
 HD0619                         *CURRENT SURVEY CONTROL
 HD0619  ___________________________________________________________________
 HD0619* NAD 83(1986)-  37 40 24.     (N)    093 22 38.     (W)     SCALED    
 HD0619* NAVD 88     -       298.170  (meters)     978.25   (feet)  ADJUSTED  
 HD0619  ___________________________________________________________________
 HD0619  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HD0619  DYNAMIC HT  -         297.945 (meters)     977.51  (feet)  COMP
 HD0619  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 HD0619
 HD0619  VERT ORDER  -  SECOND    CLASS 0
 HD0619
 HD0619.The horizontal coordinates were scaled from a topographic map and have
 HD0619.an estimated accuracy of +/- 6 seconds.
 HD0619
 HD0619.The orthometric height was determined by differential leveling
 HD0619.and adjusted by the National Geodetic Survey in June 1991..
 HD0619
 HD0619.The geoid height was determined by GEOID03.
 HD0619
 HD0619.The dynamic height is computed by dividing the NAVD 88
 HD0619.geopotential number by the normal gravity value computed on the
 HD0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0619.degrees latitude (g = 980.6199 gals.).
 HD0619
 HD0619.The modeled gravity was interpolated from observed gravity values.
 HD0619
 HD0619;                    North         East    Units  Estimated Accuracy
 HD0619;SPC MO C     -   204,540.      422,620.      MT  (+/- 180 meters Scaled)
 HD0619
 HD0619                          SUPERSEDED SURVEY CONTROL
 HD0619
 HD0619  NGVD 29 (??/??/92)  298.059  (m)          977.88   (f) ADJ UNCH    2 0
 HD0619
 HD0619.Superseded values are not recommended for survey control.
 HD0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0619.See file dsdata.txt to determine how the superseded data were derived.
 HD0619
 HD0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB667696(NAD 83)
 HD0619_MARKER: DB = BENCH MARK DISK
 HD0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0619_STAMPING: E 178 1945
 HD0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0619+STABILITY: SURFACE MOTION
 HD0619
 HD0619  HISTORY     - Date     Condition        Report By
 HD0619  HISTORY     - 1945     MONUMENTED       CGS
 HD0619
 HD0619                          STATION DESCRIPTION
 HD0619
 HD0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0619'5.2 MI N FROM BOLIVAR.
 HD0619'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK
 HD0619'COUNTY, ALONG STATE HIGHWAY NO. 64, THENCE 4.5 MILES NORTH
 HD0619'ALONG COUNTY HIGHWAY D, TO SITE OF MARK ON THE NORTH SLOPE OF A
 HD0619'HILL, 0.1 MILE SOUTH OF A FARMHOUSE, 32.6 FEET WEST AND LEVEL
 HD0619'WITH THE CENTERLINE OF THE HIGHWAY, 60.0 FEET SOUTH OF A R.E.A.
 HD0619'POWER POLE, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH OF A
 HD0619'4-BY-4 INCH MARKER POST.  A BRONZE DISK, STAMPED E 178 1945
 HD0619'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HD0619'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0332 ***********************************************************************
 LE0332  DESIGNATION -  E 18 RESET
 LE0332  PID         -  LE0332
 LE0332  STATE/COUNTY-  MO/GRUNDY
 LE0332  USGS QUAD   -  BRIMSON (1984)
 LE0332
 LE0332                         *CURRENT SURVEY CONTROL
 LE0332  ___________________________________________________________________
 LE0332* NAD 83(1986)-  40 08 30.     (N)    093 44 26.     (W)     SCALED    
 LE0332* NAVD 88     -       236.78   (meters)     776.8    (feet)  RESET     
 LE0332  ___________________________________________________________________
 LE0332  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LE0332
 LE0332  VERT ORDER  -  THIRD
 LE0332
 LE0332.The horizontal coordinates were scaled from a topographic map and have
 LE0332.an estimated accuracy of +/- 6 seconds.
 LE0332
 LE0332.The orthometric height was computed from unverified reset data.
 LE0332
 LE0332.The geoid height was determined by GEOID03.
 LE0332
 LE0332;                    North         East    Units  Estimated Accuracy
 LE0332;SPC MO C     -   478,920.      394,290.      MT  (+/- 180 meters Scaled)
 LE0332
 LE0332                          SUPERSEDED SURVEY CONTROL
 LE0332
 LE0332.No superseded survey control is available for this station.
 LE0332
 LE0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE369437(NAD 83)
 LE0332_MARKER: DB = BENCH MARK DISK
 LE0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0332_STAMPING: E 18 RESET 1966
 LE0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0332+STABILITY: SURFACE MOTION
 LE0332
 LE0332  HISTORY     - Date     Condition        Report By
 LE0332  HISTORY     - 1966     MONUMENTED       CGS
 LE0332
 LE0332                          STATION DESCRIPTION
 LE0332
 LE0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LE0332'AT BRIMSON.
 LE0332'ABOUT 0.05 MILE WEST, THEN 0.05 MILE SOUTH OF THE POST OFFICE
 LE0332'AT BRIMSON, 42 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 146,
 LE0332'34 FEET SOUTH OF THE CENTER OF A ROAD LEADING EAST (OLD RAILROAD
 LE0332'BED), 2 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A METAL
 LE0332'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LE0332'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1332 ***********************************************************************
 JD1332  DESIGNATION -  E 180
 JD1332  PID         -  JD1332
 JD1332  STATE/COUNTY-  MO/BENTON
 JD1332  USGS QUAD   -  FRISTOE (1982)
 JD1332
 JD1332                         *CURRENT SURVEY CONTROL
 JD1332  ___________________________________________________________________
 JD1332* NAD 83(1986)-  38 07 19.     (N)    093 21 25.     (W)     SCALED    
 JD1332* NAVD 88     -       233.531  (meters)     766.18   (feet)  ADJUSTED  
 JD1332  ___________________________________________________________________
 JD1332  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JD1332  DYNAMIC HT  -         233.363 (meters)     765.63  (feet)  COMP
 JD1332  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 JD1332
 JD1332  VERT ORDER  -  SECOND    CLASS 0
 JD1332
 JD1332.The horizontal coordinates were scaled from a topographic map and have
 JD1332.an estimated accuracy of +/- 6 seconds.
 JD1332
 JD1332.The orthometric height was determined by differential leveling
 JD1332.and adjusted by the National Geodetic Survey in June 1991..
 JD1332
 JD1332.The geoid height was determined by GEOID03.
 JD1332
 JD1332.The dynamic height is computed by dividing the NAVD 88
 JD1332.geopotential number by the normal gravity value computed on the
 JD1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1332.degrees latitude (g = 980.6199 gals.).
 JD1332
 JD1332.The modeled gravity was interpolated from observed gravity values.
 JD1332
 JD1332;                    North         East    Units  Estimated Accuracy
 JD1332;SPC MO C     -   254,310.      424,860.      MT  (+/- 180 meters Scaled)
 JD1332
 JD1332                          SUPERSEDED SURVEY CONTROL
 JD1332
 JD1332  NGVD 29 (??/??/92)  233.415  (m)          765.80   (f) ADJ UNCH    2 0
 JD1332
 JD1332.Superseded values are not recommended for survey control.
 JD1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1332.See file dsdata.txt to determine how the superseded data were derived.
 JD1332
 JD1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC687194(NAD 83)
 JD1332_MARKER: DB = BENCH MARK DISK
 JD1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1332_STAMPING: E 180 1945
 JD1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1332+STABILITY: SURFACE MOTION
 JD1332
 JD1332  HISTORY     - Date     Condition        Report By
 JD1332  HISTORY     - 1945     MONUMENTED       CGS
 JD1332
 JD1332                          STATION DESCRIPTION
 JD1332
 JD1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JD1332'11.5 MI S FROM WARSAW.
 JD1332'TO REACH FROM THE COURT HOUSE AT WARSAW, GO 0.2 MILE NORTHEAST
 JD1332'ALONG STATE HIGHWAY NO. 35, 1.0 MILE EAST ALONG A GRAVELED ROAD,
 JD1332'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 65, 5.0 MILES SOUTHWEST
 JD1332'ALONG STATE HIGHWAY 83, 3.6 MILES SOUTHEAST ALONG THE AVERY
 JD1332'ROAD TO SITE OF MARK, AT THE NORTHWEST CORNER OF A FARMHOUSE
 JD1332'YARD, 78.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE,
 JD1332'57.0 FEET EAST, AND LEVEL WITH THE CENTERLINE OF THE ROAD,
 JD1332'3.0 FEET SOUTHWEST OF A FENCE CORNR AND 1 FOOT SOUTH OF A
 JD1332'4-BY-4 FOOT MARKER POST.  A STANDARD DISK, STAMPED E 180 1945
 JD1332'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 JD1332'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0912 ***********************************************************************
 HD0912  DESIGNATION -  E 181
 HD0912  PID         -  HD0912
 HD0912  STATE/COUNTY-  MO/ST CLAIR
 HD0912  USGS QUAD   -  WEAUBLEAU (1991)
 HD0912
 HD0912                         *CURRENT SURVEY CONTROL
 HD0912  ___________________________________________________________________
 HD0912* NAD 83(1986)-  37 56 50.     (N)    093 35 03.     (W)     SCALED    
 HD0912* NAVD 88     -       284.565  (meters)     933.61   (feet)  ADJUSTED  
 HD0912  ___________________________________________________________________
 HD0912  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HD0912  DYNAMIC HT  -         284.355 (meters)     932.92  (feet)  COMP
 HD0912  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 HD0912
 HD0912  VERT ORDER  -  SECOND    CLASS 0
 HD0912
 HD0912.The horizontal coordinates were scaled from a topographic map and have
 HD0912.an estimated accuracy of +/- 6 seconds.
 HD0912
 HD0912.The orthometric height was determined by differential leveling
 HD0912.and adjusted by the National Geodetic Survey in June 1991..
 HD0912
 HD0912.The geoid height was determined by GEOID03.
 HD0912
 HD0912.The dynamic height is computed by dividing the NAVD 88
 HD0912.geopotential number by the normal gravity value computed on the
 HD0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0912.degrees latitude (g = 980.6199 gals.).
 HD0912
 HD0912.The modeled gravity was interpolated from observed gravity values.
 HD0912
 HD0912;                    North         East    Units  Estimated Accuracy
 HD0912;SPC MO W     -   197,990.      930,490.      MT  (+/- 180 meters Scaled)
 HD0912
 HD0912                          SUPERSEDED SURVEY CONTROL
 HD0912
 HD0912  NGVD 29 (??/??/92)  284.457  (m)          933.26   (f) ADJ UNCH    2 0
 HD0912
 HD0912.Superseded values are not recommended for survey control.
 HD0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0912.See file dsdata.txt to determine how the superseded data were derived.
 HD0912
 HD0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC486001(NAD 83)
 HD0912_MARKER: DB = BENCH MARK DISK
 HD0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0912_STAMPING: E 181 1945
 HD0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0912+STABILITY: SURFACE MOTION
 HD0912
 HD0912  HISTORY     - Date     Condition        Report By
 HD0912  HISTORY     - 1945     MONUMENTED       CGS
 HD0912
 HD0912                          STATION DESCRIPTION
 HD0912
 HD0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0912'1 MI SW FROM GERSTER.
 HD0912'1.0 MILE SOUTHWEST FROM THE BAPTIST CHURCH AT GERSTER, ST. CLAIR
 HD0912'COUNTY, BENCH MARK IS 21.0 FEET EAST OF AND LEVEL WITH THE
 HD0912'CENTERLINE OF THE ROAD, 73.0 FEET NORTH OF A POWER POLE, 41.0
 HD0912'FEET EAST OF THE SOUTH END OF A WIRE GATE, 1.0 FOOT EAST OF A
 HD0912'FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 MARKER POST.  AN IRON DISK
 HD0912'STAMPED E 181 1945 AND SET IN THE TOP OF A CONCRETE POST WHICH
 HD0912'PROJECTS 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0187 ***********************************************************************
 JE0187  DESIGNATION -  E 182
 JE0187  PID         -  JE0187
 JE0187  STATE/COUNTY-  MO/CASS
 JE0187  USGS QUAD   -  GARDEN CITY (1954)
 JE0187
 JE0187                         *CURRENT SURVEY CONTROL
 JE0187  ___________________________________________________________________
 JE0187* NAD 83(1986)-  38 32 28.     (N)    094 11 39.     (W)     SCALED    
 JE0187* NAVD 88     -       272.700  (meters)     894.68   (feet)  ADJUSTED  
 JE0187  ___________________________________________________________________
 JE0187  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JE0187  DYNAMIC HT  -         272.512 (meters)     894.07  (feet)  COMP
 JE0187  MODELED GRAV-     979,933.7   (mgal)                       NAVD 88
 JE0187
 JE0187  VERT ORDER  -  SECOND    CLASS 0
 JE0187
 JE0187.The horizontal coordinates were scaled from a topographic map and have
 JE0187.an estimated accuracy of +/- 6 seconds.
 JE0187
 JE0187.The orthometric height was determined by differential leveling
 JE0187.and adjusted by the National Geodetic Survey in June 1991..
 JE0187
 JE0187.The geoid height was determined by GEOID03.
 JE0187
 JE0187.The dynamic height is computed by dividing the NAVD 88
 JE0187.geopotential number by the normal gravity value computed on the
 JE0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0187.degrees latitude (g = 980.6199 gals.).
 JE0187
 JE0187.The modeled gravity was interpolated from observed gravity values.
 JE0187
 JE0187;                    North         East    Units  Estimated Accuracy
 JE0187;SPC MO W     -   263,560.      876,660.      MT  (+/- 180 meters Scaled)
 JE0187
 JE0187                          SUPERSEDED SURVEY CONTROL
 JE0187
 JE0187  NGVD 29 (??/??/92)  272.561  (m)          894.23   (f) ADJ UNCH    2 0
 JE0187
 JE0187.Superseded values are not recommended for survey control.
 JE0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0187.See file dsdata.txt to determine how the superseded data were derived.
 JE0187
 JE0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC959665(NAD 83)
 JE0187_MARKER: DB = BENCH MARK DISK
 JE0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0187_SP_SET: CULVERT
 JE0187_STAMPING: E 182 1945
 JE0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0187
 JE0187  HISTORY     - Date     Condition        Report By
 JE0187  HISTORY     - 1945     MONUMENTED       CGS
 JE0187  HISTORY     - 1963     GOOD             NGS
 JE0187
 JE0187                          STATION DESCRIPTION
 JE0187
 JE0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0187'1.6 MI S FROM GARDEN CITY.
 JE0187'ABOUT 1.65 MILES SOUTH ALONG STATE ROAD F FROM THE SCHOOL AT
 JE0187'GARDEN CITY, OR 3.95 MILES NORTH ALONG STATE ROAD F FROM THE
 JE0187'COMMUNITY CHURCH AT DAYTON, 11 FEET EAST OF THE CENTER LINE OF
 JE0187'THE ROAD, 90 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD LEADING
 JE0187'EAST, 0.5 MILE NORTH OF THE PEACH GROVE SCHOOL, 2.7 FEET SOUTH OF
 JE0187'THE NORTH END OF A HEADWALL, ABOUT LEVEL WITH THE ROAD, AND
 JE0187'SET IN THE TOP AND NEAR THE EAST END OF THE EAST CONCRETE
 JE0187'HEADWALL OF A OLD CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0094 ***********************************************************************
 JE0094  DESIGNATION -  E 183
 JE0094  PID         -  JE0094
 JE0094  STATE/COUNTY-  MO/CASS
 JE0094  USGS QUAD   -  STRASBURG (1990)
 JE0094
 JE0094                         *CURRENT SURVEY CONTROL
 JE0094  ___________________________________________________________________
 JE0094* NAD 83(1986)-  38 45 38.     (N)    094 10 10.     (W)     SCALED    
 JE0094* NAVD 88     -       258.601  (meters)     848.43   (feet)  ADJUSTED  
 JE0094  ___________________________________________________________________
 JE0094  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JE0094  DYNAMIC HT  -         258.426 (meters)     847.85  (feet)  COMP
 JE0094  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 JE0094
 JE0094  VERT ORDER  -  FIRST     CLASS II
 JE0094
 JE0094.The horizontal coordinates were scaled from a topographic map and have
 JE0094.an estimated accuracy of +/- 6 seconds.
 JE0094
 JE0094.The orthometric height was determined by differential leveling
 JE0094.and adjusted by the National Geodetic Survey in June 1991..
 JE0094
 JE0094.The geoid height was determined by GEOID03.
 JE0094
 JE0094.The dynamic height is computed by dividing the NAVD 88
 JE0094.geopotential number by the normal gravity value computed on the
 JE0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0094.degrees latitude (g = 980.6199 gals.).
 JE0094
 JE0094.The modeled gravity was interpolated from observed gravity values.
 JE0094
 JE0094;                    North         East    Units  Estimated Accuracy
 JE0094;SPC MO W     -   287,920.      878,730.      MT  (+/- 180 meters Scaled)
 JE0094
 JE0094                          SUPERSEDED SURVEY CONTROL
 JE0094
 JE0094  NGVD 29 (??/??/92)  258.500  (m)          848.10   (f) ADJ UNCH    1 2
 JE0094
 JE0094.Superseded values are not recommended for survey control.
 JE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0094.See file dsdata.txt to determine how the superseded data were derived.
 JE0094
 JE0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC983908(NAD 83)
 JE0094_MARKER: DB = BENCH MARK DISK
 JE0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0094_STAMPING: E 183 1945
 JE0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0094+STABILITY: SURFACE MOTION
 JE0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0094+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 JE0094
 JE0094  HISTORY     - Date     Condition        Report By
 JE0094  HISTORY     - 1945     MONUMENTED       CGS
 JE0094  HISTORY     - 1963     GOOD             NGS
 JE0094  HISTORY     - 1981     GOOD             NGS
 JE0094  HISTORY     - 20051203 GOOD             INDIV
 JE0094
 JE0094                          STATION DESCRIPTION
 JE0094
 JE0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0094'6 MI E FROM PLEASANT HILL.
 JE0094'ABOUT 6.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0094'FROM THE STATION AT PLEASANT HILL, UNDER A POWER LINE AND AT
 JE0094'A JOG IN A FENCE, 44 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 JE0094'TRACK, 2.5 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET EAST
 JE0094'OF A WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 JE0094'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 JE0094
 JE0094                          STATION RECOVERY (1981)
 JE0094
 JE0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0094'RECOVERED IN GOOD CONDITION.
 JE0094
 JE0094                          STATION RECOVERY (2005)
 JE0094
 JE0094'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0094'THE POWER LINE, JOG IN A FENCE, AND THE FENCE CORNER HAVE ALL BEEN
 JE0094'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1818 ***********************************************************************
 JD1818  DESIGNATION -  E 184
 JD1818  PID         -  JD1818
 JD1818  STATE/COUNTY-  MO/JOHNSON
 JD1818  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD1818
 JD1818                         *CURRENT SURVEY CONTROL
 JD1818  ___________________________________________________________________
 JD1818* NAD 83(1986)-  38 45 19.     (N)    093 46 15.     (W)     SCALED    
 JD1818* NAVD 88     -       220.534  (meters)     723.54   (feet)  ADJUSTED  
 JD1818  ___________________________________________________________________
 JD1818  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1818  DYNAMIC HT  -         220.384 (meters)     723.04  (feet)  COMP
 JD1818  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 JD1818
 JD1818  VERT ORDER  -  FIRST     CLASS II
 JD1818
 JD1818.The horizontal coordinates were scaled from a topographic map and have
 JD1818.an estimated accuracy of +/- 6 seconds.
 JD1818
 JD1818.The orthometric height was determined by differential leveling
 JD1818.and adjusted by the National Geodetic Survey in June 1991..
 JD1818
 JD1818.The geoid height was determined by GEOID03.
 JD1818
 JD1818.The dynamic height is computed by dividing the NAVD 88
 JD1818.geopotential number by the normal gravity value computed on the
 JD1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1818.degrees latitude (g = 980.6199 gals.).
 JD1818
 JD1818.The modeled gravity was interpolated from observed gravity values.
 JD1818
 JD1818;                    North         East    Units  Estimated Accuracy
 JD1818;SPC MO W     -   287,540.      913,380.      MT  (+/- 180 meters Scaled)
 JD1818
 JD1818                          SUPERSEDED SURVEY CONTROL
 JD1818
 JD1818  NGVD 29 (??/??/92)  220.436  (m)          723.21   (f) ADJ UNCH    1 2
 JD1818
 JD1818.Superseded values are not recommended for survey control.
 JD1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1818.See file dsdata.txt to determine how the superseded data were derived.
 JD1818
 JD1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC330899(NAD 83)
 JD1818_MARKER: DB = BENCH MARK DISK
 JD1818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1818_SP_SET: ABUTMENT
 JD1818_STAMPING: E 184 1945
 JD1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1818
 JD1818  HISTORY     - Date     Condition        Report By
 JD1818  HISTORY     - 1945     MONUMENTED       CGS
 JD1818  HISTORY     - 1963     GOOD             NGS
 JD1818  HISTORY     - 19911110 GOOD             LOCSUR
 JD1818
 JD1818                          STATION DESCRIPTION
 JD1818
 JD1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1818'1.7 MI W FROM WARRENSBURG.
 JD1818'ABOUT 1.7 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1818'STATION AT WARRENSBURG, 7 POLES WEST OF MILEPOLE 220, SET IN THE
 JD1818'TOP OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NO. 49, 6 FEET
 JD1818'SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JD1818'TRACK.
 JD1818
 JD1818                          STATION RECOVERY (1991)
 JD1818
 JD1818'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991 (ETA)
 JD1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0696 ***********************************************************************
 JD0696  DESIGNATION -  E 185
 JD0696  PID         -  JD0696
 JD0696  STATE/COUNTY-  MO/PETTIS
 JD0696  USGS QUAD   -  LA MONTE (1973)
 JD0696
 JD0696                         *CURRENT SURVEY CONTROL
 JD0696  ___________________________________________________________________
 JD0696* NAD 83(1986)-  38 46 26.     (N)    093 24 30.     (W)     SCALED    
 JD0696* NAVD 88     -       263.178  (meters)     863.44   (feet)  ADJUSTED  
 JD0696  ___________________________________________________________________
 JD0696  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0696  DYNAMIC HT  -         263.000 (meters)     862.86  (feet)  COMP
 JD0696  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 JD0696
 JD0696  VERT ORDER  -  FIRST     CLASS II
 JD0696
 JD0696.The horizontal coordinates were scaled from a topographic map and have
 JD0696.an estimated accuracy of +/- 6 seconds.
 JD0696
 JD0696.The orthometric height was determined by differential leveling
 JD0696.and adjusted by the National Geodetic Survey in June 1991..
 JD0696
 JD0696.The geoid height was determined by GEOID03.
 JD0696
 JD0696.The dynamic height is computed by dividing the NAVD 88
 JD0696.geopotential number by the normal gravity value computed on the
 JD0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0696.degrees latitude (g = 980.6199 gals.).
 JD0696
 JD0696.The modeled gravity was interpolated from observed gravity values.
 JD0696
 JD0696;                    North         East    Units  Estimated Accuracy
 JD0696;SPC MO C     -   326,720.      421,070.      MT  (+/- 180 meters Scaled)
 JD0696
 JD0696                          SUPERSEDED SURVEY CONTROL
 JD0696
 JD0696  NGVD 29 (??/??/92)  263.084  (m)          863.13   (f) ADJ UNCH    1 2
 JD0696
 JD0696.Superseded values are not recommended for survey control.
 JD0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0696.See file dsdata.txt to determine how the superseded data were derived.
 JD0696
 JD0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC645917(NAD 83)
 JD0696_MARKER: DB = BENCH MARK DISK
 JD0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0696_STAMPING: E 185 1945
 JD0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0696+STABILITY: SURFACE MOTION
 JD0696
 JD0696  HISTORY     - Date     Condition        Report By
 JD0696  HISTORY     - 1945     MONUMENTED       CGS
 JD0696  HISTORY     - 1963     GOOD             NGS
 JD0696
 JD0696                          STATION DESCRIPTION
 JD0696
 JD0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0696'8.2 MI E FROM KNOB NOSTER.
 JD0696'ABOUT 8.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0696'THE STATION AT KNOB NOSTER, 17 FEET NORTHWEST OF MILEPOLE 200,
 JD0696'46 FEET NORTH OF THE NORTH RAIL, 20 FEET EAST OF A NORTH-SOUTH
 JD0696'FENCE, 1 FOOT SOUTH OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST,
 JD0696'ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JD0696'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0628 ***********************************************************************
 JD0628  DESIGNATION -  E 186
 JD0628  PID         -  JD0628
 JD0628  STATE/COUNTY-  MO/COOPER
 JD0628  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0628
 JD0628                         *CURRENT SURVEY CONTROL
 JD0628  ___________________________________________________________________
 JD0628* NAD 83(1986)-  38 41 53.     (N)    093 00 03.     (W)     SCALED    
 JD0628* NAVD 88     -       220.284  (meters)     722.72   (feet)  POSTED    
 JD0628  ___________________________________________________________________
 JD0628  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0628  DYNAMIC HT  -         220.140 (meters)     722.24  (feet)  COMP
 JD0628  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 JD0628
 JD0628  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JD0628
 JD0628.The horizontal coordinates were scaled from a topographic map and have
 JD0628.an estimated accuracy of +/- 6 seconds.
 JD0628
 JD0628.The orthometric height was determined by differential leveling
 JD0628.and adjusted by the National Geodetic Survey in 1992..
 JD0628.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JD0628.rate of 0.0 thru 1.0 mm/km.
 JD0628
 JD0628.The geoid height was determined by GEOID03.
 JD0628
 JD0628.The dynamic height is computed by dividing the NAVD 88
 JD0628.geopotential number by the normal gravity value computed on the
 JD0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0628.degrees latitude (g = 980.6199 gals.).
 JD0628
 JD0628.The modeled gravity was interpolated from observed gravity values.
 JD0628
 JD0628;                    North         East    Units  Estimated Accuracy
 JD0628;SPC MO C     -   318,030.      456,430.      MT  (+/- 180 meters Scaled)
 JD0628
 JD0628                          SUPERSEDED SURVEY CONTROL
 JD0628
 JD0628  NGVD 29 (??/??/92)  220.208  (m)          722.47   (f) ADJ UNCH    1 2
 JD0628
 JD0628.Superseded values are not recommended for survey control.
 JD0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0628.See file dsdata.txt to determine how the superseded data were derived.
 JD0628
 JD0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC999832(NAD 83)
 JD0628_MARKER: DB = BENCH MARK DISK
 JD0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0628_STAMPING: E 186 1945
 JD0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0628+STABILITY: SURFACE MOTION
 JD0628
 JD0628  HISTORY     - Date     Condition        Report By
 JD0628  HISTORY     - 1945     MONUMENTED       CGS
 JD0628  HISTORY     - 1946     GOOD             NGS
 JD0628  HISTORY     - 1964     MARK NOT FOUND   NGS
 JD0628
 JD0628                          STATION DESCRIPTION
 JD0628
 JD0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0628'AT OTTERVILLE.
 JD0628'AT OTTERVILLE, AND AT A CROSSING ABOUT 0.1 MILE WEST OF THE
 JD0628'MISSOURI PACIFIC RAILROAD STATION, 71 FEET SOUTH OF THE CENTER
 JD0628'LINE OF U.S. HIGHWAY NO. 50, 42 FEET NORTH OF AND ABOUT 2
 JD0628'FEET HIGHER THAN THE CENTER LINE OF THE RAILROAD, 40 FEET EAST
 JD0628'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 10 FEET SOUTHEAST
 JD0628'OF A TELEGRAPH POLE, 1 FOOT EAST OF A 4 IN X 4 IN MARKER POST.
 JD0628'PROJECTS 4 INCHES ABOVE THE GROUND.
 JD0628
 JD0628                          STATION RECOVERY (1964)
 JD0628
 JD0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JD0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0334 ***********************************************************************
 JD0334  DESIGNATION -  E 187
 JD0334  PID         -  JD0334
 JD0334  STATE/COUNTY-  MO/MONITEAU
 JD0334  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD0334
 JD0334                         *CURRENT SURVEY CONTROL
 JD0334  ___________________________________________________________________
 JD0334* NAD 83(1986)-  38 38 10.     (N)    092 33 53.     (W)     SCALED    
 JD0334* NAVD 88     -       266.667  (meters)     874.89   (feet)  ADJUSTED  
 JD0334  ___________________________________________________________________
 JD0334  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD0334  DYNAMIC HT  -         266.485 (meters)     874.29  (feet)  COMP
 JD0334  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 JD0334
 JD0334  VERT ORDER  -  FIRST     CLASS II
 JD0334
 JD0334.The horizontal coordinates were scaled from a topographic map and have
 JD0334.an estimated accuracy of +/- 6 seconds.
 JD0334
 JD0334.The orthometric height was determined by differential leveling
 JD0334.and adjusted by the National Geodetic Survey in June 1991..
 JD0334
 JD0334.The geoid height was determined by GEOID03.
 JD0334
 JD0334.The dynamic height is computed by dividing the NAVD 88
 JD0334.geopotential number by the normal gravity value computed on the
 JD0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0334.degrees latitude (g = 980.6199 gals.).
 JD0334
 JD0334.The modeled gravity was interpolated from observed gravity values.
 JD0334
 JD0334;                    North         East    Units  Estimated Accuracy
 JD0334;SPC MO C     -   311,040.      494,370.      MT  (+/- 180 meters Scaled)
 JD0334
 JD0334                          SUPERSEDED SURVEY CONTROL
 JD0334
 JD0334  NGVD 29 (??/??/92)  266.572  (m)          874.58   (f) ADJ UNCH    1 2
 JD0334
 JD0334.Superseded values are not recommended for survey control.
 JD0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0334.See file dsdata.txt to determine how the superseded data were derived.
 JD0334
 JD0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC378764(NAD 83)
 JD0334_MARKER: DD = SURVEY DISK
 JD0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0334_SP_SET: STEP
 JD0334_STAMPING: E 187 874
 JD0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0334
 JD0334  HISTORY     - Date     Condition        Report By
 JD0334  HISTORY     - UNK      MONUMENTED       USGS
 JD0334  HISTORY     - 1963     GOOD             NGS
 JD0334
 JD0334                          STATION DESCRIPTION
 JD0334
 JD0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0334'AT CALIFORNIA.
 JD0334'ABOUT 0.5 MILE NORTH ALONG A STREET FROM THE MISSOURI PACIFIC
 JD0334'RAILROAD STATION AT CALIFORNIA, SEE IN THE TOP OF THE WEST
 JD0334'END OF THE BOTTOM CIRCULAR CONCRETE STEP AT THE SOUTH ENTRANCE
 JD0334'TO THE MONITEAU COUNTY COURTHOUSE, 0.4 FOOT SOUTHWEST OF THE
 JD0334'SOUTHWEST END OF A STONE GUARDRAIL, AND ABOUT 2 FEET ABOVE
 JD0334'THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2341 ***********************************************************************
 JD2341  DESIGNATION -  E 189
 JD2341  PID         -  JD2341
 JD2341  STATE/COUNTY-  MO/MONITEAU
 JD2341  USGS QUAD   -  CLARKSBURG (1985)
 JD2341
 JD2341                         *CURRENT SURVEY CONTROL
 JD2341  ___________________________________________________________________
 JD2341* NAD 83(1986)-  38 39 29.     (N)    092 43 25.     (W)     SCALED    
 JD2341* NAVD 88     -       279.899  (meters)     918.30   (feet)  ADJUSTED  
 JD2341  ___________________________________________________________________
 JD2341  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD2341  DYNAMIC HT  -         279.707 (meters)     917.67  (feet)  COMP
 JD2341  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 JD2341
 JD2341  VERT ORDER  -  FIRST     CLASS II
 JD2341
 JD2341.The horizontal coordinates were scaled from a topographic map and have
 JD2341.an estimated accuracy of +/- 6 seconds.
 JD2341
 JD2341.The orthometric height was determined by differential leveling
 JD2341.and adjusted by the National Geodetic Survey in June 1991..
 JD2341
 JD2341.The geoid height was determined by GEOID03.
 JD2341
 JD2341.The dynamic height is computed by dividing the NAVD 88
 JD2341.geopotential number by the normal gravity value computed on the
 JD2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2341.degrees latitude (g = 980.6199 gals.).
 JD2341
 JD2341.The modeled gravity was interpolated from observed gravity values.
 JD2341
 JD2341;                    North         East    Units  Estimated Accuracy
 JD2341;SPC MO C     -   313,500.      480,540.      MT  (+/- 180 meters Scaled)
 JD2341
 JD2341                          SUPERSEDED SURVEY CONTROL
 JD2341
 JD2341  NGVD 29 (??/??/92)  279.804  (m)          917.99   (f) ADJ UNCH    1 2
 JD2341
 JD2341.Superseded values are not recommended for survey control.
 JD2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2341.See file dsdata.txt to determine how the superseded data were derived.
 JD2341
 JD2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC240788(NAD 83)
 JD2341_MARKER: DB = BENCH MARK DISK
 JD2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2341_STAMPING: E 189
 JD2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2341+STABILITY: SURFACE MOTION
 JD2341
 JD2341  HISTORY     - Date     Condition        Report By
 JD2341  HISTORY     - UNK      MONUMENTED       CGS
 JD2341  HISTORY     - 1963     GOOD             NGS
 JD2341
 JD2341                          STATION DESCRIPTION
 JD2341
 JD2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2341'3 MI W FROM CLARKSBURG.
 JD2341'ABOUT 3.05 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD2341'THE CROSSING OF COUNTY ROAD M AT CLARKSBURG, OR 3.25 MILES EAST
 JD2341'ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT TIPTON,
 JD2341'38 FEET SOUTHWEST OF MILEPOLE 159-30, 32.5 FEET NORTH OF THE NORTH
 JD2341'RAIL, 12 FEET SOUTH OF A FENCE, 1.0 FOOT WEST OF A WITNESS
 JD2341'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 JD2341'TOP OF A CONCRETE POST PROJECTING 0.9 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0081 ***********************************************************************
 LF0081  DESIGNATION -  E 19
 LF0081  PID         -  LF0081
 LF0081  STATE/COUNTY-  MO/GENTRY
 LF0081  USGS QUAD   -  DARLINGTON (1985)
 LF0081
 LF0081                         *CURRENT SURVEY CONTROL
 LF0081  ___________________________________________________________________
 LF0081* NAD 83(1986)-  40 11 58.     (N)    094 23 28.     (W)     SCALED    
 LF0081* NAVD 88     -       255.548  (meters)     838.41   (feet)  ADJUSTED  
 LF0081  ___________________________________________________________________
 LF0081  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LF0081  DYNAMIC HT  -         255.409 (meters)     837.95  (feet)  COMP
 LF0081  MODELED GRAV-     980,075.9   (mgal)                       NAVD 88
 LF0081
 LF0081  VERT ORDER  -  FIRST     CLASS II
 LF0081
 LF0081.The horizontal coordinates were scaled from a topographic map and have
 LF0081.an estimated accuracy of +/- 6 seconds.
 LF0081
 LF0081.The orthometric height was determined by differential leveling
 LF0081.and adjusted by the National Geodetic Survey in June 1991..
 LF0081
 LF0081.The geoid height was determined by GEOID03.
 LF0081
 LF0081.The dynamic height is computed by dividing the NAVD 88
 LF0081.geopotential number by the normal gravity value computed on the
 LF0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0081.degrees latitude (g = 980.6199 gals.).
 LF0081
 LF0081.The modeled gravity was interpolated from observed gravity values.
 LF0081
 LF0081;                    North         East    Units  Estimated Accuracy
 LF0081;SPC MO W     -   447,620.      859,270.      MT  (+/- 180 meters Scaled)
 LF0081
 LF0081                          SUPERSEDED SURVEY CONTROL
 LF0081
 LF0081  NGVD 29 (??/??/92)  255.484  (m)          838.20   (f) ADJ UNCH    1 2
 LF0081
 LF0081.Superseded values are not recommended for survey control.
 LF0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0081.See file dsdata.txt to determine how the superseded data were derived.
 LF0081
 LF0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE815508(NAD 83)
 LF0081_MARKER: DB = BENCH MARK DISK
 LF0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0081_STAMPING: E 19 1933
 LF0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0081+STABILITY: SURFACE MOTION
 LF0081
 LF0081  HISTORY     - Date     Condition        Report By
 LF0081  HISTORY     - 1933     MONUMENTED       CGS
 LF0081  HISTORY     - 1960     GOOD             NGS
 LF0081  HISTORY     - 1982     MARK NOT FOUND   USGS
 LF0081
 LF0081                          STATION DESCRIPTION
 LF0081
 LF0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0081'AT DARLINGTON.
 LF0081'AT DARLINGTON, 75 FEET EAST OF THE WABASH RAILWAY STATION, ABOUT
 LF0081'5 POLES WEST OF MILEPOST 286, 45 FEET SOUTH OF THE TRACK,
 LF0081'17 FEET EAST OF A FENCE CORNER, AND 3 FEET NORTH OF A FENCE
 LF0081'LINE.  A STANDARD DISK STAMPED E 19 1933 AND SET IN THE TOP OF
 LF0081'A CONCRETE POST, PROJECTING 6 INCHES.
 LF0081
 LF0081                          STATION RECOVERY (1982)
 LF0081
 LF0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LF0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1558 ***********************************************************************
 JD1558  DESIGNATION -  E 191
 JD1558  PID         -  JD1558
 JD1558  STATE/COUNTY-  MO/HENRY
 JD1558  USGS QUAD   -  LEESVILLE (1981)
 JD1558
 JD1558                         *CURRENT SURVEY CONTROL
 JD1558  ___________________________________________________________________
 JD1558* NAD 83(1986)-  38 15 27.     (N)    093 34 01.     (W)     SCALED    
 JD1558* NAVD 88     -       235.738  (meters)     773.42   (feet)  ADJUSTED  
 JD1558  ___________________________________________________________________
 JD1558  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JD1558  DYNAMIC HT  -         235.571 (meters)     772.87  (feet)  COMP
 JD1558  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 JD1558
 JD1558  VERT ORDER  -  SECOND    CLASS 0
 JD1558
 JD1558.The horizontal coordinates were scaled from a topographic map and have
 JD1558.an estimated accuracy of +/- 6 seconds.
 JD1558
 JD1558.The orthometric height was determined by differential leveling
 JD1558.and adjusted by the National Geodetic Survey in June 1991..
 JD1558
 JD1558.The geoid height was determined by GEOID03.
 JD1558
 JD1558.The dynamic height is computed by dividing the NAVD 88
 JD1558.geopotential number by the normal gravity value computed on the
 JD1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1558.degrees latitude (g = 980.6199 gals.).
 JD1558
 JD1558.The modeled gravity was interpolated from observed gravity values.
 JD1558
 JD1558;                    North         East    Units  Estimated Accuracy
 JD1558;SPC MO W     -   232,440.      931,660.      MT  (+/- 180 meters Scaled)
 JD1558
 JD1558                          SUPERSEDED SURVEY CONTROL
 JD1558
 JD1558  NGVD 29 (??/??/92)  235.609  (m)          772.99   (f) ADJ UNCH    2 0
 JD1558
 JD1558.Superseded values are not recommended for survey control.
 JD1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1558.See file dsdata.txt to determine how the superseded data were derived.
 JD1558
 JD1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC503345(NAD 83)
 JD1558_MARKER: DB = BENCH MARK DISK
 JD1558_SETTING: 66 = SET IN ROCK OUTCROP
 JD1558_SP_SET: ROCK OUTCROP
 JD1558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1558+STABILITY: POSITION/ELEVATION WELL
 JD1558
 JD1558  HISTORY     - Date     Condition        Report By
 JD1558  HISTORY     - UNK      MONUMENTED       CGS
 JD1558  HISTORY     - 1945     GOOD             NGS
 JD1558
 JD1558                          STATION DESCRIPTION
 JD1558
 JD1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1558'5.8 MI SW FROM TIGHTWAD.
 JD1558'FROM THE SCHOOLHOUSE AT TIGHTWAD, 1.0 MILE ALONG HIGHWAY 35
 JD1558'TO A CROSS ROAD, THEN ALONG DIRT AND GRAVEL ROADS SOUTH 1.0
 JD1558'MILE, WEST 0.7 MILE, SOUTH AND SOUTHEAST AND WINDING 2.2 MILES
 JD1558'TO THE GRAND RIVER BRIDGE, 0.3 MILE EAST, 0.6 MILE SOUTH TO A
 JD1558'LARGE FLAT ROCK OUTCROP ACROSS THE ROAD, 45 YARDS NORTH AND
 JD1558'BELOW THE TOP OF THE GRADE.  THE MARK IS A BRONZE DISK SET IN
 JD1558'THE TOP AND EASTERN PART OF THE LARGEST ONE OF THE OUTCROPS,
 JD1558'15 FEET EAST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 18
 JD1558'FEET WEST OF A WIRE FENCE, 84 FEET SOUTHEAST OF THE SOUTHEAST
 JD1558'CORNER POST OF A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0193 ***********************************************************************
 HD0193  DESIGNATION -  E 192
 HD0193  PID         -  HD0193
 HD0193  STATE/COUNTY-  MO/PULASKI
 HD0193  USGS QUAD   -  CROCKER (1976)
 HD0193
 HD0193                         *CURRENT SURVEY CONTROL
 HD0193  ___________________________________________________________________
 HD0193* NAD 83(1986)-  37 54 08.     (N)    092 15 06.     (W)     SCALED    
 HD0193* NAVD 88     -       303.703  (meters)     996.40   (feet)  ADJUSTED  
 HD0193  ___________________________________________________________________
 HD0193  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HD0193  DYNAMIC HT  -         303.476 (meters)     995.65  (feet)  COMP
 HD0193  MODELED GRAV-     979,875.6   (mgal)                       NAVD 88
 HD0193
 HD0193  VERT ORDER  -  SECOND    CLASS 0
 HD0193
 HD0193.The horizontal coordinates were scaled from a topographic map and have
 HD0193.an estimated accuracy of +/- 6 seconds.
 HD0193
 HD0193.The orthometric height was determined by differential leveling
 HD0193.and adjusted by the National Geodetic Survey in June 1991..
 HD0193
 HD0193.The geoid height was determined by GEOID03.
 HD0193
 HD0193.The dynamic height is computed by dividing the NAVD 88
 HD0193.geopotential number by the normal gravity value computed on the
 HD0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0193.degrees latitude (g = 980.6199 gals.).
 HD0193
 HD0193.The modeled gravity was interpolated from observed gravity values.
 HD0193
 HD0193;                    North         East    Units  Estimated Accuracy
 HD0193;SPC MO C     -   229,610.      521,840.      MT  (+/- 180 meters Scaled)
 HD0193
 HD0193                          SUPERSEDED SURVEY CONTROL
 HD0193
 HD0193  NGVD 29 (??/??/92)  303.602  (m)          996.07   (f) ADJ UNCH    2 0
 HD0193
 HD0193.Superseded values are not recommended for survey control.
 HD0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0193.See file dsdata.txt to determine how the superseded data were derived.
 HD0193
 HD0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB657952(NAD 83)
 HD0193_MARKER: DB = BENCH MARK DISK
 HD0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0193_SP_SET: CULVERT
 HD0193_STAMPING: E 192 1945
 HD0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0193
 HD0193  HISTORY     - Date     Condition        Report By
 HD0193  HISTORY     - 1945     MONUMENTED       CGS
 HD0193  HISTORY     - 1946     GOOD             NGS
 HD0193
 HD0193                          STATION DESCRIPTION
 HD0193
 HD0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0193'3.6 MI SE FROM CROCKER.
 HD0193'ABOUT 3.6 MILES SOUTHEAST ALONG MISSOURI STATE HIGHWAY NO. 17
 HD0193'FROM THE ST LOUIS AND SAN FRANCISCO RAILROAD STATION AT CROCKER,
 HD0193'ABOUT 95 YARDS WEST OF A FARMHOUSE, 31 FEET NORTHEAST OF AND
 HD0193'ABOUT 7 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY.  A
 HD0193'BRONZE DISC SET IN THE TOP AND CENTER OF THE NORTHEAST CONCRETE
 HD0193'HEADWALL OF A CORRUGATED IRON CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0113 ***********************************************************************
 HD0113  DESIGNATION -  E 193
 HD0113  PID         -  HD0113
 HD0113  STATE/COUNTY-  MO/PULASKI
 HD0113  USGS QUAD   -  CROCKER (1976)
 HD0113
 HD0113                         *CURRENT SURVEY CONTROL
 HD0113  ___________________________________________________________________
 HD0113* NAD 83(1986)-  37 54 05.     (N)    092 19 27.     (W)     SCALED    
 HD0113* NAVD 88     -       305.710  (meters)    1002.98   (feet)  ADJUSTED  
 HD0113  ___________________________________________________________________
 HD0113  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HD0113  DYNAMIC HT  -         305.481 (meters)    1002.23  (feet)  COMP
 HD0113  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 HD0113
 HD0113  VERT ORDER  -  SECOND    CLASS 0
 HD0113
 HD0113.The horizontal coordinates were scaled from a topographic map and have
 HD0113.an estimated accuracy of +/- 6 seconds.
 HD0113
 HD0113.The orthometric height was determined by differential leveling
 HD0113.and adjusted by the National Geodetic Survey in June 1991..
 HD0113
 HD0113.The geoid height was determined by GEOID03.
 HD0113
 HD0113.The dynamic height is computed by dividing the NAVD 88
 HD0113.geopotential number by the normal gravity value computed on the
 HD0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0113.degrees latitude (g = 980.6199 gals.).
 HD0113
 HD0113.The modeled gravity was interpolated from observed gravity values.
 HD0113
 HD0113;                    North         East    Units  Estimated Accuracy
 HD0113;SPC MO C     -   229,500.      515,460.      MT  (+/- 180 meters Scaled)
 HD0113
 HD0113                          SUPERSEDED SURVEY CONTROL
 HD0113
 HD0113  NGVD 29 (??/??/92)  305.606  (m)         1002.64   (f) ADJ UNCH    2 0
 HD0113
 HD0113.Superseded values are not recommended for survey control.
 HD0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0113.See file dsdata.txt to determine how the superseded data were derived.
 HD0113
 HD0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB594950(NAD 83)
 HD0113_MARKER: DB = BENCH MARK DISK
 HD0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0113_STAMPING: E 193 1945
 HD0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0113+STABILITY: SURFACE MOTION
 HD0113
 HD0113  HISTORY     - Date     Condition        Report By
 HD0113  HISTORY     - 1945     MONUMENTED       CGS
 HD0113  HISTORY     - 1946     GOOD             NGS
 HD0113
 HD0113                          STATION DESCRIPTION
 HD0113
 HD0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0113'1.1 MI SE FROM SWEDEBORG.
 HD0113'ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ST. LOUIS
 HD0113'AND SAN FRANCISCO RAILROAD STATION AT SWEDEBORG, THENCE 0.9
 HD0113'MILE SOUTHEAST ALONG A GRAVEL ROAD TO THE SITE OF THE MARK,
 HD0113'ABOUT 65 YARDS SOUTH OF A JUNCTION WITH A ROAD LEADING EAST,
 HD0113'134 FEET WEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 79 FEET
 HD0113'SOUTH OF A 30 INCH WHITE OAK TREE, 34 FEET EAST OF AND ABOUT
 HD0113'LEVEL WITH THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A
 HD0113'4 X 4 MARKER POST, 1 FOOT WEST OF THE RIGHT OF WAY FENCE.
 HD0113'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HD0113'4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0098 ***********************************************************************
 HD0098  DESIGNATION -  E 194
 HD0098  PID         -  HD0098
 HD0098  STATE/COUNTY-  MO/LACLEDE
 HD0098  USGS QUAD   -  DRYNOB (1976)
 HD0098
 HD0098                         *CURRENT SURVEY CONTROL
 HD0098  ___________________________________________________________________
 HD0098* NAD 83(1986)-  37 41 21.     (N)    092 23 01.     (W)     SCALED    
 HD0098* NAVD 88     -       352.496  (meters)    1156.48   (feet)  ADJUSTED  
 HD0098  ___________________________________________________________________
 HD0098  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HD0098  DYNAMIC HT  -         352.223 (meters)    1155.59  (feet)  COMP
 HD0098  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 HD0098
 HD0098  VERT ORDER  -  SECOND    CLASS 0
 HD0098
 HD0098.The horizontal coordinates were scaled from a topographic map and have
 HD0098.an estimated accuracy of +/- 6 seconds.
 HD0098
 HD0098.The orthometric height was determined by differential leveling
 HD0098.and adjusted by the National Geodetic Survey in June 1991..
 HD0098
 HD0098.The geoid height was determined by GEOID03.
 HD0098
 HD0098.The dynamic height is computed by dividing the NAVD 88
 HD0098.geopotential number by the normal gravity value computed on the
 HD0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0098.degrees latitude (g = 980.6199 gals.).
 HD0098
 HD0098.The modeled gravity was interpolated from observed gravity values.
 HD0098
 HD0098;                    North         East    Units  Estimated Accuracy
 HD0098;SPC MO C     -   205,940.      510,270.      MT  (+/- 180 meters Scaled)
 HD0098
 HD0098                          SUPERSEDED SURVEY CONTROL
 HD0098
 HD0098  NGVD 29 (??/??/92)  352.386  (m)         1156.12   (f) ADJ UNCH    2 0
 HD0098
 HD0098.Superseded values are not recommended for survey control.
 HD0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0098.See file dsdata.txt to determine how the superseded data were derived.
 HD0098
 HD0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB543715(NAD 83)
 HD0098_MARKER: DB = BENCH MARK DISK
 HD0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0098_STAMPING: E 194 1945
 HD0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0098+STABILITY: SURFACE MOTION
 HD0098
 HD0098  HISTORY     - Date     Condition        Report By
 HD0098  HISTORY     - 1945     MONUMENTED       CGS
 HD0098  HISTORY     - 1946     GOOD             NGS
 HD0098
 HD0098                          STATION DESCRIPTION
 HD0098
 HD0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0098'6.9 MI N FROM FALCON.
 HD0098'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY NO. 32 FROM THE POST
 HD0098'OFFICE AT FALCON, THENCE 6.4 MILES NORTH ALONG A GRAVEL ROAD
 HD0098'LEADING NORTH, ABOUT 75 YARDS NORTHEAST OF THE JUNCTION WITH
 HD0098'A ROAD LEADING WEST, 97 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HD0098'OF A SCHOOL BUILDING, 29 FEET EAST OF A 22 INCH BLACK OAK TREE,
 HD0098'21 FEET SOUTHWEST OF A 20 INCH WHITE OAK TREE, 24 FEET
 HD0098'NORTHWEST AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF THE
 HD0098'ROAD, 2 FEET NORTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS
 HD0098'4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0294 ***********************************************************************
 KD0294  DESIGNATION -  E 195
 KD0294  PID         -  KD0294
 KD0294  STATE/COUNTY-  MO/CHARITON
 KD0294  USGS QUAD   -  PRAIRIE HILL (1979)
 KD0294
 KD0294                         *CURRENT SURVEY CONTROL
 KD0294  ___________________________________________________________________
 KD0294* NAD 83(1986)-  39 32 53.     (N)    092 44 14.     (W)     SCALED    
 KD0294* NAVD 88     -       203.590  (meters)     667.94   (feet)  ADJUSTED  
 KD0294  ___________________________________________________________________
 KD0294  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KD0294  DYNAMIC HT  -         203.474 (meters)     667.56  (feet)  COMP
 KD0294  MODELED GRAV-     980,054.1   (mgal)                       NAVD 88
 KD0294
 KD0294  VERT ORDER  -  SECOND    CLASS 0
 KD0294
 KD0294.The horizontal coordinates were scaled from a topographic map and have
 KD0294.an estimated accuracy of +/- 6 seconds.
 KD0294
 KD0294.The orthometric height was determined by differential leveling
 KD0294.and adjusted by the National Geodetic Survey in June 1991..
 KD0294
 KD0294.The geoid height was determined by GEOID03.
 KD0294
 KD0294.The dynamic height is computed by dividing the NAVD 88
 KD0294.geopotential number by the normal gravity value computed on the
 KD0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0294.degrees latitude (g = 980.6199 gals.).
 KD0294
 KD0294.The modeled gravity was interpolated from observed gravity values.
 KD0294
 KD0294;                    North         East    Units  Estimated Accuracy
 KD0294;SPC MO C     -   412,300.      479,610.      MT  (+/- 180 meters Scaled)
 KD0294
 KD0294                          SUPERSEDED SURVEY CONTROL
 KD0294
 KD0294  NGVD 29 (??/??/92)  203.576  (m)          667.90   (f) ADJ UNCH    2 0
 KD0294
 KD0294.Superseded values are not recommended for survey control.
 KD0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0294.See file dsdata.txt to determine how the superseded data were derived.
 KD0294
 KD0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD225776(NAD 83)
 KD0294_MARKER: DB = BENCH MARK DISK
 KD0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0294_STAMPING: E 195 1945
 KD0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0294+STABILITY: SURFACE MOTION
 KD0294
 KD0294  HISTORY     - Date     Condition        Report By
 KD0294  HISTORY     - 1945     MONUMENTED       CGS
 KD0294  HISTORY     - 1967     GOOD             NGS
 KD0294  HISTORY     - 1990     POOR             USPSQD
 KD0294
 KD0294                          STATION DESCRIPTION
 KD0294
 KD0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0294'2 MI N FROM PRAIRIE HILL.
 KD0294'2.0 MILES NORTH OF THE CHRISTIAN CHURCH AT PRAIRIE HILL ALONG
 KD0294'A DIRT AND GRAVEL ROAD, AT A ROAD CROSSING, 109 FEET EAST
 KD0294'OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 19 FEET NORTH
 KD0294'OF THE CENTER LINE OF THE EAST AND WEST ROAD, 1 FOOT SOUTH OF A
 KD0294'WIRE FENCE, 1 FOOT WEST OF A 4 X 4 MARKER POST.  A BRONZE DISK
 KD0294'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 KD0294'THE GROUND.
 KD0294
 KD0294                          STATION RECOVERY (1967)
 KD0294
 KD0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0294'RECOVERED IN GOOD CONDITION.
 KD0294
 KD0294                          STATION RECOVERY (1990)
 KD0294
 KD0294'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0294'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0251 ***********************************************************************
 KD0251  DESIGNATION -  E 196
 KD0251  PID         -  KD0251
 KD0251  STATE/COUNTY-  MO/MACON
 KD0251  USGS QUAD   -  LAGONDA (1978)
 KD0251
 KD0251                         *CURRENT SURVEY CONTROL
 KD0251  ___________________________________________________________________
 KD0251* NAD 83(1986)-  39 41 45.     (N)    092 39 11.     (W)     SCALED    
 KD0251* NAVD 88     -       226.418  (meters)     742.84   (feet)  ADJUSTED  
 KD0251  ___________________________________________________________________
 KD0251  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KD0251  DYNAMIC HT  -         226.293 (meters)     742.43  (feet)  COMP
 KD0251  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 KD0251
 KD0251  VERT ORDER  -  SECOND    CLASS 0
 KD0251
 KD0251.The horizontal coordinates were scaled from a topographic map and have
 KD0251.an estimated accuracy of +/- 6 seconds.
 KD0251
 KD0251.The orthometric height was determined by differential leveling
 KD0251.and adjusted by the National Geodetic Survey in June 1991..
 KD0251
 KD0251.The geoid height was determined by GEOID03.
 KD0251
 KD0251.The dynamic height is computed by dividing the NAVD 88
 KD0251.geopotential number by the normal gravity value computed on the
 KD0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0251.degrees latitude (g = 980.6199 gals.).
 KD0251
 KD0251.The modeled gravity was interpolated from observed gravity values.
 KD0251
 KD0251;                    North         East    Units  Estimated Accuracy
 KD0251;SPC MO C     -   428,690.      486,870.      MT  (+/- 180 meters Scaled)
 KD0251
 KD0251                          SUPERSEDED SURVEY CONTROL
 KD0251
 KD0251  NGVD 29 (??/??/92)  226.407  (m)          742.80   (f) ADJ UNCH    2 0
 KD0251
 KD0251.Superseded values are not recommended for survey control.
 KD0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0251.See file dsdata.txt to determine how the superseded data were derived.
 KD0251
 KD0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD297940(NAD 83)
 KD0251_MARKER: DB = BENCH MARK DISK
 KD0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0251_SP_SET: CULVERT
 KD0251_STAMPING: E 196 1945
 KD0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0251
 KD0251  HISTORY     - Date     Condition        Report By
 KD0251  HISTORY     - 1945     MONUMENTED       CGS
 KD0251  HISTORY     - 1967     GOOD             NGS
 KD0251  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0251
 KD0251                          STATION DESCRIPTION
 KD0251
 KD0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0251'5.7 MI S FROM CALLAO.
 KD0251'1.0 MILE WEST ALONG U.S. HIGHWAY 36 FROM CALLAO, THENCE 4.7
 KD0251'MILES SOUTH ALONG STATE HIGHWAY 3 TO THE SITE OF THE MARK, 11
 KD0251'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 KD0251'A BRONZE DISK SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 KD0251'HEADWALL OF A 31 FOOT TRIPLE CONCRETE CULVERT.
 KD0251
 KD0251                          STATION RECOVERY (1967)
 KD0251
 KD0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0251'RECOVERED IN GOOD CONDITION.
 KD0251
 KD0251                          STATION RECOVERY (1990)
 KD0251
 KD0251'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0252 ***********************************************************************
 KD0252  DESIGNATION -  E 196 RESET
 KD0252  PID         -  KD0252
 KD0252  STATE/COUNTY-  MO/MACON
 KD0252  USGS QUAD   -  LAGONDA (1978)
 KD0252
 KD0252                         *CURRENT SURVEY CONTROL
 KD0252  ___________________________________________________________________
 KD0252* NAD 83(1997)-  39 41 47.78486(N)    092 39 06.49172(W)     ADJUSTED  
 KD0252* NAVD 88     -       228.55   (meters)     749.8    (feet)  RESET     
 KD0252  ___________________________________________________________________
 KD0252  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 KD0252  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KD0252
 KD0252  HORZ ORDER  -  THIRD
 KD0252  VERT ORDER  -  THIRD
 KD0252
 KD0252.The horizontal coordinates were established by classical geodetic methods
 KD0252.and adjusted by the National Geodetic Survey in February 2000..
 KD0252.No horizontal observational check was made to the station.
 KD0252
 KD0252.The orthometric height was computed from unverified reset data.
 KD0252
 KD0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0252
 KD0252.The geoid height was determined by GEOID03.
 KD0252
 KD0252;                    North         East     Units Scale Factor Converg.
 KD0252;SPC MO C     -   428,775.443   486,980.612   MT  0.99993542   -0 05 49.1
 KD0252;UTM  15      - 4,394,142.376   529,853.125   MT  0.99961097   +0 13 20.6
 KD0252
 KD0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0252!SPC MO C     -   0.99996918  x   0.99993542  =   0.99990460
 KD0252!UTM  15      -   0.99996918  x   0.99961097  =   0.99958016
 KD0252
 KD0252:                Primary Azimuth Mark                     Grid Az
 KD0252:SPC MO C     -  BARRY                                    229 32 01.3
 KD0252:UTM  15      -  BARRY                                    229 12 51.6
 KD0252
 KD0252|---------------------------------------------------------------------|
 KD0252| PID    Reference Object                     Distance      Geod. Az  |
 KD0252|                                                           dddmmss.s |
 KD0252| KD1123 BARRY                               APPROX. 0.5 KM 2292612.2 |
 KD0252| KD1126 BARRY 2                             APPROX. 0.5 KM 2304957.5 |
 KD0252|---------------------------------------------------------------------|
 KD0252
 KD0252                          SUPERSEDED SURVEY CONTROL
 KD0252
 KD0252  NAD 83(1997)-  39 41 47.78803(N)    092 39 06.49762(W) AD(       ) 3
 KD0252  NAD 83(1986)-  39 41 47.78920(N)    092 39 06.49872(W) AD(       ) 3
 KD0252  NAD 27      -  39 41 47.67816(N)    092 39 05.81339(W) AD(       ) 3
 KD0252  NGVD 29 (??/??/??)  228.54   (m)          749.8    (f) RESET       3  
 KD0252
 KD0252.Superseded values are not recommended for survey control.
 KD0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0252.See file dsdata.txt to determine how the superseded data were derived.
 KD0252
 KD0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2985394142(NAD 83)
 KD0252_MARKER: DV = VERTICAL CONTROL DISK
 KD0252_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KD0252+WITH SETTING: INTO GROUND
 KD0252_STAMPING: E 196 RESET 1973
 KD0252_MARK LOGO: NGS   
 KD0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0252
 KD0252  HISTORY     - Date     Condition        Report By
 KD0252  HISTORY     - 1973     MONUMENTED       NGS
 KD0252  HISTORY     - 1973     GOOD             NGS
 KD0252  HISTORY     - 1990     GOOD             USPSQD
 KD0252  HISTORY     - 1990     POOR             USPSQD
 KD0252  HISTORY     - 19930414 GOOD             MODNR
 KD0252
 KD0252                          STATION DESCRIPTION
 KD0252
 KD0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KD0252'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF CALLAO, IN
 KD0252'THE NORTHEAST QUARTER OF SECTION 2, T 56 N, R 16 W, ON THE
 KD0252'TOP OF A HILL AND ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 3.
 KD0252'
 KD0252'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 36 AND STATE
 KD0252'HIGHWAY 3 ABOUT 1 MILE WEST OF CALLAO AND ABOUT 10 MILES WEST OF
 KD0252'MACON, GO SOUTH ON HIGHWAY 3 FOR 4.55 MILE TO BENCH MARK E 196
 KD0252'RESET (AZIMUTH MARK) ON THE LEFT.
 KD0252'
 KD0252'BM E 196 RESET IS A STANDARD BENCH MARK DISK STAMPED E 196 RESET
 KD0252'1973, SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD 4 FEET
 KD0252'DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A
 KD0252'4 INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KD0252'2.5 FEET NORTH-NORTHWEST OF A T-FENCE POST, 1 FOOT WEST OF BOARD
 KD0252'FENCE BRACES AND 1 FOOT WEST OF A METAL WITNESS POST IN FENCE
 KD0252'LINE.
 KD0252'
 KD0252'NOTE--E 196 TO E 196 RESET = = + 2.132 METERS.
 KD0252'
 KD0252'NEAREST TOWN--CALLAO.
 KD0252
 KD0252                          STATION RECOVERY (1973)
 KD0252
 KD0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KD0252'5.7 MI S FROM CALLAO.
 KD0252'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY
 KD0252'3, ABOUT 10 MILES WEST OF MACON, GO SOUTH ON HIGHWAY 3 FOR 4.55
 KD0252'MILES TO THE BENCH MARK ON THE LEFT, 2.5 FEET NORTH-NORTHWEST
 KD0252'OF A T-FENCE POST, 1 FOOT WEST OF BOARD FENCE BRACES, 1 FOOT
 KD0252'WEST OF A METAL WITNESS POST AND ON THE EAST RIGHT-OF-WAY
 KD0252'OF STATE HIGHWAY 3.  THE MARK IS A STANDARD DISK STAMPED E 196
 KD0252'RESET 1973, SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED
 KD0252'ROD 4 FEET DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 KD0252'ENCASED IN A 4 INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND
 KD0252'SURFACE.
 KD0252
 KD0252                          STATION RECOVERY (1990)
 KD0252
 KD0252'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0252'RECOVERED IN GOOD CONDITION.
 KD0252
 KD0252                          STATION RECOVERY (1990)
 KD0252
 KD0252'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0252'MARK RECOVERED IN POOR CONDITION.
 KD0252
 KD0252                          STATION RECOVERY (1993)
 KD0252
 KD0252'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (DDP)
 KD0252'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1889 ***********************************************************************
 JD1889  DESIGNATION -  E 199
 JD1889  PID         -  JD1889
 JD1889  STATE/COUNTY-  MO/JOHNSON
 JD1889  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1889
 JD1889                         *CURRENT SURVEY CONTROL
 JD1889  ___________________________________________________________________
 JD1889* NAD 83(1986)-  38 47 09.     (N)    093 44 22.     (W)     SCALED    
 JD1889* NAVD 88     -       243.599  (meters)     799.21   (feet)  ADJUSTED  
 JD1889  ___________________________________________________________________
 JD1889  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1889  DYNAMIC HT  -         243.434 (meters)     798.67  (feet)  COMP
 JD1889  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 JD1889
 JD1889  VERT ORDER  -  SECOND    CLASS 0
 JD1889
 JD1889.The horizontal coordinates were scaled from a topographic map and have
 JD1889.an estimated accuracy of +/- 6 seconds.
 JD1889
 JD1889.The orthometric height was determined by differential leveling
 JD1889.and adjusted by the National Geodetic Survey in June 1991..
 JD1889
 JD1889.The geoid height was determined by GEOID03.
 JD1889
 JD1889.The dynamic height is computed by dividing the NAVD 88
 JD1889.geopotential number by the normal gravity value computed on the
 JD1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1889.degrees latitude (g = 980.6199 gals.).
 JD1889
 JD1889.The modeled gravity was interpolated from observed gravity values.
 JD1889
 JD1889;                    North         East    Units  Estimated Accuracy
 JD1889;SPC MO W     -   290,950.      916,080.      MT  (+/- 180 meters Scaled)
 JD1889
 JD1889                          SUPERSEDED SURVEY CONTROL
 JD1889
 JD1889  NGVD 29 (??/??/92)  243.49   (m)          798.9    (f) COMPUTED    2 0
 JD1889
 JD1889.Superseded values are not recommended for survey control.
 JD1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1889.See file dsdata.txt to determine how the superseded data were derived.
 JD1889
 JD1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC357932(NAD 83)
 JD1889_MARKER: DB = BENCH MARK DISK
 JD1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1889_STAMPING: E 199 1945
 JD1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1889+STABILITY: SURFACE MOTION
 JD1889
 JD1889  HISTORY     - Date     Condition        Report By
 JD1889  HISTORY     - 1945     MONUMENTED       CGS
 JD1889  HISTORY     - 1946     MARK NOT FOUND   NGS
 JD1889  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1889
 JD1889                          STATION DESCRIPTION
 JD1889
 JD1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1889'2 MI N FROM WARRENSBURG.
 JD1889'ABOUT 2.0 MILES NORTH ALONG MISSOURI STATE HIGHWAY 13 FROM THE
 JD1889'CENTRAL MISSOURI STATE TEACHERS COLLEGE AT WARRENSBURG, AND AT
 JD1889'A ROAD INTERSECTION, 42 FEET NORTH OF THE CENTER LINE OF AN
 JD1889'EAST-WEST ROAD, 34 FEET NORTHEAST OF AND ABOUT 3 FEET HIGHER
 JD1889'THAN THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE CENTER
 JD1889'LINE OF A DIRT ROAD LEADING NORTH, 2 FEET WEST OF A 4 X 4 MARKER
 JD1889'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 JD1889'PROJECTS 6 INCHES ABOVE THE GROUND.  NOTE-- 1961 REPORT - ROAD
 JD1889'HAS BEEN REBUILT.
 JD1889
 JD1889                          STATION RECOVERY (1963)
 JD1889
 JD1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0982 ***********************************************************************
 JD0982  DESIGNATION -  E 2 B 1
 JD0982  PID         -  JD0982
 JD0982  STATE/COUNTY-  MO/MORGAN
 JD0982  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0982
 JD0982                         *CURRENT SURVEY CONTROL
 JD0982  ___________________________________________________________________
 JD0982* NAD 83(1986)-  38 37 41.     (N)    093 03 45.     (W)     SCALED    
 JD0982* NAVD 88     -       266.269  (meters)     873.58   (feet)  ADJUSTED  
 JD0982  ___________________________________________________________________
 JD0982  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0982  DYNAMIC HT  -         266.086 (meters)     872.98  (feet)  COMP
 JD0982  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 JD0982
 JD0982  VERT ORDER  -  SECOND    CLASS 0
 JD0982
 JD0982.The horizontal coordinates were scaled from a topographic map and have
 JD0982.an estimated accuracy of +/- 6 seconds.
 JD0982
 JD0982.The orthometric height was determined by differential leveling
 JD0982.and adjusted by the National Geodetic Survey in June 1991..
 JD0982
 JD0982.The geoid height was determined by GEOID03.
 JD0982
 JD0982.The dynamic height is computed by dividing the NAVD 88
 JD0982.geopotential number by the normal gravity value computed on the
 JD0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0982.degrees latitude (g = 980.6199 gals.).
 JD0982
 JD0982.The modeled gravity was interpolated from observed gravity values.
 JD0982
 JD0982;                    North         East    Units  Estimated Accuracy
 JD0982;SPC MO C     -   310,290.      451,020.      MT  (+/- 180 meters Scaled)
 JD0982
 JD0982                          SUPERSEDED SURVEY CONTROL
 JD0982
 JD0982  NGVD 29 (??/??/92)  266.17   (m)          873.3    (f) COMPUTED    2 0
 JD0982
 JD0982.Superseded values are not recommended for survey control.
 JD0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0982.See file dsdata.txt to determine how the superseded data were derived.
 JD0982
 JD0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC945755(NAD 83)
 JD0982_MARKER: Z = SEE DESCRIPTION
 JD0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0982_SP_SET: TRIBRACH
 JD0982_STAMPING: E2 B1
 JD0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0982
 JD0982  HISTORY     - Date     Condition        Report By
 JD0982  HISTORY     - UNK      MONUMENTED       DOD
 JD0982  HISTORY     - 1963     GOOD             NGS
 JD0982
 JD0982                          STATION DESCRIPTION
 JD0982
 JD0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0982'5.5 MI SE FROM SMITHTON.
 JD0982'ABOUT 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0982'THE STATION AT SMITHTON, THENCE 3.55 MILES ALONG STATE ROAD W,
 JD0982'THENCE 1.65 MILES SOUTHEAST ALONG STATE ROAD DD, IN T 45 N,
 JD0982'R 19 W, 44 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET
 JD0982'NORTHWEST OF A TELEPHONE POLE, 15 FEET NORTH OF A FENCE, AND
 JD0982'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBRACH
 JD0982'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JD0982'PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0981 ***********************************************************************
 JD0981  DESIGNATION -  E 2 B 2
 JD0981  PID         -  JD0981
 JD0981  STATE/COUNTY-  MO/MORGAN
 JD0981  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0981
 JD0981                         *CURRENT SURVEY CONTROL
 JD0981  ___________________________________________________________________
 JD0981* NAD 83(1986)-  38 37 48.     (N)    093 03 54.     (W)     SCALED    
 JD0981* NAVD 88     -       255.829  (meters)     839.33   (feet)  ADJUSTED  
 JD0981  ___________________________________________________________________
 JD0981  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0981  DYNAMIC HT  -         255.653 (meters)     838.75  (feet)  COMP
 JD0981  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 JD0981
 JD0981  VERT ORDER  -  SECOND    CLASS 0
 JD0981
 JD0981.The horizontal coordinates were scaled from a topographic map and have
 JD0981.an estimated accuracy of +/- 6 seconds.
 JD0981
 JD0981.The orthometric height was determined by differential leveling
 JD0981.and adjusted by the National Geodetic Survey in June 1991..
 JD0981
 JD0981.The geoid height was determined by GEOID03.
 JD0981
 JD0981.The dynamic height is computed by dividing the NAVD 88
 JD0981.geopotential number by the normal gravity value computed on the
 JD0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0981.degrees latitude (g = 980.6199 gals.).
 JD0981
 JD0981.The modeled gravity was interpolated from observed gravity values.
 JD0981
 JD0981;                    North         East    Units  Estimated Accuracy
 JD0981;SPC MO C     -   310,510.      450,810.      MT  (+/- 180 meters Scaled)
 JD0981
 JD0981                          SUPERSEDED SURVEY CONTROL
 JD0981
 JD0981  NGVD 29 (??/??/92)  255.729  (m)          839.00   (f) ADJ UNCH    2 0
 JD0981
 JD0981.Superseded values are not recommended for survey control.
 JD0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0981.See file dsdata.txt to determine how the superseded data were derived.
 JD0981
 JD0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC943757(NAD 83)
 JD0981_MARKER: Z = SEE DESCRIPTION
 JD0981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0981_SP_SET: TRIBRACH
 JD0981_STAMPING: E2 B2
 JD0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0981
 JD0981  HISTORY     - Date     Condition        Report By
 JD0981  HISTORY     - UNK      MONUMENTED       DOD
 JD0981  HISTORY     - 1963     GOOD             NGS
 JD0981
 JD0981                          STATION DESCRIPTION
 JD0981
 JD0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0981'5.5 MI SE FROM SMITHTON.
 JD0981'ABOUT 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0981'THE STATION AT SMITHTON, 3.55 MILES SOUTH ALONG STATE ROAD W,
 JD0981'THENCE 1.55 MILES SOUTHEAST ALONG STATE ROAD DD, THENCE 0.15
 JD0981'MILE WEST ACROSS COUNTRY, AND THE TOP SURFACE OVER THE CENTER
 JD0981'HOLE OF A METAL COVERED TRIBRACH WHICH IS MOUNTED ON THE TOP
 JD0981'OF AN 18-INCH CONCRETE CYLINDER PROJECTING 5 FEET.  USAF MONOLITH
 JD0981'AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0977 ***********************************************************************
 JD0977  DESIGNATION -  E 2 Z
 JD0977  PID         -  JD0977
 JD0977  STATE/COUNTY-  MO/PETTIS
 JD0977  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0977
 JD0977                         *CURRENT SURVEY CONTROL
 JD0977  ___________________________________________________________________
 JD0977* NAD 83(1986)-  38 38 09.     (N)    093 04 05.     (W)     SCALED    
 JD0977* NAVD 88     -       259.691  (meters)     852.00   (feet)  ADJUSTED  
 JD0977  ___________________________________________________________________
 JD0977  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0977  DYNAMIC HT  -         259.512 (meters)     851.42  (feet)  COMP
 JD0977  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 JD0977
 JD0977  VERT ORDER  -  SECOND    CLASS 0
 JD0977
 JD0977.The horizontal coordinates were scaled from a topographic map and have
 JD0977.an estimated accuracy of +/- 6 seconds.
 JD0977
 JD0977.The orthometric height was determined by differential leveling
 JD0977.and adjusted by the National Geodetic Survey in June 1991..
 JD0977
 JD0977.The geoid height was determined by GEOID03.
 JD0977
 JD0977.The dynamic height is computed by dividing the NAVD 88
 JD0977.geopotential number by the normal gravity value computed on the
 JD0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0977.degrees latitude (g = 980.6199 gals.).
 JD0977
 JD0977.The modeled gravity was interpolated from observed gravity values.
 JD0977
 JD0977;                    North         East    Units  Estimated Accuracy
 JD0977;SPC MO C     -   311,160.      450,540.      MT  (+/- 180 meters Scaled)
 JD0977
 JD0977                          SUPERSEDED SURVEY CONTROL
 JD0977
 JD0977  NGVD 29 (??/??/92)  259.59   (m)          851.7    (f) COMPUTED    2 0
 JD0977
 JD0977.Superseded values are not recommended for survey control.
 JD0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0977.See file dsdata.txt to determine how the superseded data were derived.
 JD0977
 JD0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC940763(NAD 83)
 JD0977_MARKER: DS = TRIANGULATION STATION DISK
 JD0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0977_STAMPING: E 2 Z 1963
 JD0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0977+STABILITY: SURFACE MOTION
 JD0977
 JD0977  HISTORY     - Date     Condition        Report By
 JD0977  HISTORY     - 1963     MONUMENTED       CGS
 JD0977
 JD0977                          STATION DESCRIPTION
 JD0977
 JD0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0977'4.8 MI SE FROM SMITHTON.
 JD0977'ABOUT 0.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0977'THE STATION AT SMITHTON, THENCE 3.55 MILES SOUTH ALONG STATE
 JD0977'ROAD W, THENCE 0.9 MILE SOUTHEAST ALONG STATE ROAD DD, IN T 45 N,
 JD0977'R 19 W, 181 FEET NORTH OF THE CENTER LINE OF THE ROAD, 69 FEET
 JD0977'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 42 FEET SOUTHEAST
 JD0977'OF A 16-INCH WALNUT TREE, 8 1/2 FEET NORTH OF THE NORTH GARDEN
 JD0977'FENCE, 8.3 FEET NORTH OF A METAL WITNESS POST, IN THE FARM YARD
 JD0977'OF MRS. MAMIE CARVER, AND SET IN THE TOP OF A CONCRETE POST
 JD0977'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0979 ***********************************************************************
 JD0979  DESIGNATION -  E 2 Z RM 1
 JD0979  PID         -  JD0979
 JD0979  STATE/COUNTY-  MO/PETTIS
 JD0979  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0979
 JD0979                         *CURRENT SURVEY CONTROL
 JD0979  ___________________________________________________________________
 JD0979* NAD 83(1986)-  38 38 09.     (N)    093 04 05.     (W)     SCALED    
 JD0979* NAVD 88     -       259.272  (meters)     850.63   (feet)  ADJUSTED  
 JD0979  ___________________________________________________________________
 JD0979  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0979  DYNAMIC HT  -         259.094 (meters)     850.04  (feet)  COMP
 JD0979  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 JD0979
 JD0979  VERT ORDER  -  SECOND    CLASS 0
 JD0979
 JD0979.The horizontal coordinates were scaled from a topographic map and have
 JD0979.an estimated accuracy of +/- 6 seconds.
 JD0979
 JD0979.The orthometric height was determined by differential leveling
 JD0979.and adjusted by the National Geodetic Survey in June 1991..
 JD0979
 JD0979.The geoid height was determined by GEOID03.
 JD0979
 JD0979.The dynamic height is computed by dividing the NAVD 88
 JD0979.geopotential number by the normal gravity value computed on the
 JD0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0979.degrees latitude (g = 980.6199 gals.).
 JD0979
 JD0979.The modeled gravity was interpolated from observed gravity values.
 JD0979
 JD0979;                    North         East    Units  Estimated Accuracy
 JD0979;SPC MO C     -   311,160.      450,540.      MT  (+/- 180 meters Scaled)
 JD0979
 JD0979                          SUPERSEDED SURVEY CONTROL
 JD0979
 JD0979  NGVD 29 (??/??/92)  259.17   (m)          850.3    (f) COMPUTED    2 0
 JD0979
 JD0979.Superseded values are not recommended for survey control.
 JD0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0979.See file dsdata.txt to determine how the superseded data were derived.
 JD0979
 JD0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC940763(NAD 83)
 JD0979_MARKER: DR = REFERENCE MARK DISK
 JD0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0979_STAMPING: E 2 Z NO 1 1963
 JD0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0979+STABILITY: SURFACE MOTION
 JD0979
 JD0979  HISTORY     - Date     Condition        Report By
 JD0979  HISTORY     - 1963     MONUMENTED       CGS
 JD0979
 JD0979                          STATION DESCRIPTION
 JD0979
 JD0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0979'4.8 MI SW FROM SMITHTON.
 JD0979'ABOUT 0.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0979'STATION AT SMITHTON, THENCE 3.55 MILES SOUTH ALONG STATE ROAD W,
 JD0979'THENCE 0.9 MILE SOUTHEAST ALONG STATE ROAD DD, IN T 45 N, R 19
 JD0979'W, 218 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39.6 FEET
 JD0979'NORTH OF E 2 Z 1963, 12 FEET EAST OF A 16-INCH WALNUT TREE,
 JD0979'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0978 ***********************************************************************
 JD0978  DESIGNATION -  E 2 Z RM 2
 JD0978  PID         -  JD0978
 JD0978  STATE/COUNTY-  MO/PETTIS
 JD0978  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0978
 JD0978                         *CURRENT SURVEY CONTROL
 JD0978  ___________________________________________________________________
 JD0978* NAD 83(1986)-  38 38 09.     (N)    093 04 05.     (W)     SCALED    
 JD0978* NAVD 88     -       260.135  (meters)     853.46   (feet)  ADJUSTED  
 JD0978  ___________________________________________________________________
 JD0978  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0978  DYNAMIC HT  -         259.956 (meters)     852.87  (feet)  COMP
 JD0978  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 JD0978
 JD0978  VERT ORDER  -  SECOND    CLASS 0
 JD0978
 JD0978.The horizontal coordinates were scaled from a topographic map and have
 JD0978.an estimated accuracy of +/- 6 seconds.
 JD0978
 JD0978.The orthometric height was determined by differential leveling
 JD0978.and adjusted by the National Geodetic Survey in June 1991..
 JD0978
 JD0978.The geoid height was determined by GEOID03.
 JD0978
 JD0978.The dynamic height is computed by dividing the NAVD 88
 JD0978.geopotential number by the normal gravity value computed on the
 JD0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0978.degrees latitude (g = 980.6199 gals.).
 JD0978
 JD0978.The modeled gravity was interpolated from observed gravity values.
 JD0978
 JD0978;                    North         East    Units  Estimated Accuracy
 JD0978;SPC MO C     -   311,160.      450,540.      MT  (+/- 180 meters Scaled)
 JD0978
 JD0978                          SUPERSEDED SURVEY CONTROL
 JD0978
 JD0978  NGVD 29 (??/??/92)  260.04   (m)          853.1    (f) COMPUTED    2 0
 JD0978
 JD0978.Superseded values are not recommended for survey control.
 JD0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0978.See file dsdata.txt to determine how the superseded data were derived.
 JD0978
 JD0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC940763(NAD 83)
 JD0978_MARKER: DR = REFERENCE MARK DISK
 JD0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0978_STAMPING: E 2 Z NO 2 1963
 JD0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0978+STABILITY: SURFACE MOTION
 JD0978
 JD0978  HISTORY     - Date     Condition        Report By
 JD0978  HISTORY     - 1963     MONUMENTED       CGS
 JD0978
 JD0978                          STATION DESCRIPTION
 JD0978
 JD0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0978'4.8 MI SW FROM SMITHTON.
 JD0978'ABOUT 0.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0978'THE STATION AT SMITHTON, THENCE 3.55 MILES SOUTH ALONG STATE
 JD0978'ROAD W, THENCE 0.9 MILE SOUTHEAST ALONG STATE ROAD DD, IN T 45 N,
 JD0978'R 19 W, 177 FEET NORTH OF THE CENTER LINE OF THE ROAD, 43.0
 JD0978'FEET EAST OF E 2 Z 1963, 1.0 FOOT NORTH OF THE NORTH GARDEN
 JD0978'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0153 ***********************************************************************
 LF0153  DESIGNATION -  E 20
 LF0153  PID         -  LF0153
 LF0153  STATE/COUNTY-  MO/NODAWAY
 LF0153  USGS QUAD   -  WILCOX (1985)
 LF0153
 LF0153                         *CURRENT SURVEY CONTROL
 LF0153  ___________________________________________________________________
 LF0153* NAD 83(1986)-  40 24 03.     (N)    094 58 14.     (W)     SCALED    
 LF0153* NAVD 88     -       352.285  (meters)    1155.79   (feet)  ADJUSTED  
 LF0153  ___________________________________________________________________
 LF0153  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LF0153  DYNAMIC HT  -         352.093 (meters)    1155.16  (feet)  COMP
 LF0153  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 LF0153
 LF0153  VERT ORDER  -  FIRST     CLASS II
 LF0153
 LF0153.The horizontal coordinates were scaled from a topographic map and have
 LF0153.an estimated accuracy of +/- 6 seconds.
 LF0153
 LF0153.The orthometric height was determined by differential leveling
 LF0153.and adjusted by the National Geodetic Survey in June 1991..
 LF0153
 LF0153.The geoid height was determined by GEOID03.
 LF0153
 LF0153.The dynamic height is computed by dividing the NAVD 88
 LF0153.geopotential number by the normal gravity value computed on the
 LF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0153.degrees latitude (g = 980.6199 gals.).
 LF0153
 LF0153.The modeled gravity was interpolated from observed gravity values.
 LF0153
 LF0153;                    North         East    Units  Estimated Accuracy
 LF0153;SPC MO W     -   470,080.      810,060.      MT  (+/- 180 meters Scaled)
 LF0153
 LF0153                          SUPERSEDED SURVEY CONTROL
 LF0153
 LF0153  NGVD 29 (??/??/92)  352.176  (m)         1155.43   (f) ADJ UNCH    1 2
 LF0153
 LF0153.Superseded values are not recommended for survey control.
 LF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0153.See file dsdata.txt to determine how the superseded data were derived.
 LF0153
 LF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE327741(NAD 83)
 LF0153_MARKER: DB = BENCH MARK DISK
 LF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0153_STAMPING: E 20 1933
 LF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0153+STABILITY: SURFACE MOTION
 LF0153
 LF0153  HISTORY     - Date     Condition        Report By
 LF0153  HISTORY     - 1933     MONUMENTED       CGS
 LF0153  HISTORY     - 1960     GOOD             NGS
 LF0153
 LF0153                          STATION DESCRIPTION
 LF0153
 LF0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0153'AT WILCOX.
 LF0153'AT WILCOX, NODAWAY COUNTY, 600 FEET NORTH OF THE WABASH RAILWAY
 LF0153'STATION, 30 FEET NORTH OF A SWITCH AT THE NORTH END OF THE YARDS,
 LF0153'45 FEET WEST OF THE TRACK, AND 30 FEET SOUTH OF A FARM ENTRANCE,
 LF0153'1 FOOT NORTH OF A WITNESS POST.  A STANDARD DISK, STAMPED E 20
 LF0153'1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE SWITCH
 LF0153'AND THE WABASH RAILWAY STATION HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0052 ***********************************************************************
 JE0052  DESIGNATION -  E 201
 JE0052  PID         -  JE0052
 JE0052  STATE/COUNTY-  MO/CASS
 JE0052  USGS QUAD   -  PLEASANT HILL (1990)
 JE0052
 JE0052                         *CURRENT SURVEY CONTROL
 JE0052  ___________________________________________________________________
 JE0052* NAD 83(1986)-  38 47 35.     (N)    094 16 52.     (W)     SCALED    
 JE0052* NAVD 88     -       262.752  (meters)     862.05   (feet)  ADJUSTED  
 JE0052  ___________________________________________________________________
 JE0052  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JE0052  DYNAMIC HT  -         262.575 (meters)     861.46  (feet)  COMP
 JE0052  MODELED GRAV-     979,948.4   (mgal)                       NAVD 88
 JE0052
 JE0052  VERT ORDER  -  FIRST     CLASS II
 JE0052
 JE0052.The horizontal coordinates were scaled from a topographic map and have
 JE0052.an estimated accuracy of +/- 6 seconds.
 JE0052
 JE0052.The orthometric height was determined by differential leveling
 JE0052.and adjusted by the National Geodetic Survey in June 1991..
 JE0052
 JE0052.The geoid height was determined by GEOID03.
 JE0052
 JE0052.The dynamic height is computed by dividing the NAVD 88
 JE0052.geopotential number by the normal gravity value computed on the
 JE0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0052.degrees latitude (g = 980.6199 gals.).
 JE0052
 JE0052.The modeled gravity was interpolated from observed gravity values.
 JE0052
 JE0052;                    North         East    Units  Estimated Accuracy
 JE0052;SPC MO W     -   291,500.      869,020.      MT  (+/- 180 meters Scaled)
 JE0052
 JE0052                          SUPERSEDED SURVEY CONTROL
 JE0052
 JE0052  NGVD 29 (??/??/92)  262.646  (m)          861.70   (f) ADJ UNCH    1 2
 JE0052
 JE0052.Superseded values are not recommended for survey control.
 JE0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0052.See file dsdata.txt to determine how the superseded data were derived.
 JE0052
 JE0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC887945(NAD 83)
 JE0052_MARKER: DB = BENCH MARK DISK
 JE0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0052_SP_SET: BRIDGE ABUTMENT
 JE0052_STAMPING: E 201 1963
 JE0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0052
 JE0052  HISTORY     - Date     Condition        Report By
 JE0052  HISTORY     - 1963     MONUMENTED       CGS
 JE0052  HISTORY     - 1963     GOOD             NGS
 JE0052  HISTORY     - 1981     GOOD             NGS
 JE0052
 JE0052                          STATION DESCRIPTION
 JE0052
 JE0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0052'0.6 MI NW FROM PLEASANT HILL.
 JE0052'ABOUT 0.6 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0052'FROM THE STATION AT PLEASANT HILL, IN SECTION 18, T 46 N, R 30 W,
 JE0052'3 1/2 POLES SOUTHEAST OF MILEPOST 250, 7.5 FEET NORTHWEST OF
 JE0052'THE NORTHWEST RAIL, AND SET THE TOP OF THE NORTHEAST END OF THE
 JE0052'NORTHWEST ABUTMENT OF THE BRIDGE OVER BIG CREEK, ABOUT 1.0 FOOT
 JE0052'BELOW THE TRACK.
 JE0052
 JE0052                          STATION RECOVERY (1981)
 JE0052
 JE0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1000 ***********************************************************************
 JC1000  DESIGNATION -  E 202
 JC1000  PID         -  JC1000
 JC1000  STATE/COUNTY-  MO/OSAGE
 JC1000  USGS QUAD   -  MORRISON (1982)
 JC1000
 JC1000                         *CURRENT SURVEY CONTROL
 JC1000  ___________________________________________________________________
 JC1000* NAD 83(1986)-  38 40 37.     (N)    091 40 50.     (W)     SCALED    
 JC1000* NAVD 88     -       162.566  (meters)     533.35   (feet)  POSTED    
 JC1000  ___________________________________________________________________
 JC1000  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JC1000  DYNAMIC HT  -         162.460 (meters)     533.00  (feet)  COMP
 JC1000  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 JC1000
 JC1000  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JC1000
 JC1000.The horizontal coordinates were scaled from a topographic map and have
 JC1000.an estimated accuracy of +/- 6 seconds.
 JC1000
 JC1000.The orthometric height was determined by differential leveling
 JC1000.and adjusted by the National Geodetic Survey in 1992..
 JC1000.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JC1000.rate of 0.0 thru 1.0 mm/km.
 JC1000
 JC1000.The geoid height was determined by GEOID03.
 JC1000
 JC1000.The dynamic height is computed by dividing the NAVD 88
 JC1000.geopotential number by the normal gravity value computed on the
 JC1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1000.degrees latitude (g = 980.6199 gals.).
 JC1000
 JC1000.The modeled gravity was interpolated from observed gravity values.
 JC1000
 JC1000;                    North         East    Units  Estimated Accuracy
 JC1000;SPC MO C     -   315,890.      571,300.      MT  (+/- 180 meters Scaled)
 JC1000
 JC1000                          SUPERSEDED SURVEY CONTROL
 JC1000
 JC1000  NGVD 29 (??/??/92)  162.575  (m)          533.38   (f) ADJ UNCH    1 2
 JC1000
 JC1000.Superseded values are not recommended for survey control.
 JC1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1000.See file dsdata.txt to determine how the superseded data were derived.
 JC1000
 JC1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC147817(NAD 83)
 JC1000_MARKER: DB = BENCH MARK DISK
 JC1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC1000_SP_SET: BRIDGE
 JC1000_STAMPING: E 202 1946
 JC1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1000
 JC1000  HISTORY     - Date     Condition        Report By
 JC1000  HISTORY     - 1946     MONUMENTED       CGS
 JC1000  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC1000
 JC1000                          STATION DESCRIPTION
 JC1000
 JC1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC1000'2.4 MI W FROM MORRISON.
 JC1000'ABOUT 2.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC1000'STATION AT MORRISON, ABOUT TWO POLES EAST OF MILE POST 95-20, 7.0
 JC1000'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK,
 JC1000'ON TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF BRIDGE
 JC1000'NO. 23A.  A BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 JC1000
 JC1000                          STATION RECOVERY (1986)
 JC1000
 JC1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0592 ***********************************************************************
 JC0592  DESIGNATION -  E 203
 JC0592  PID         -  JC0592
 JC0592  STATE/COUNTY-  MO/FRANKLIN
 JC0592  USGS QUAD   -  WASHINGTON WEST (1985)
 JC0592
 JC0592                         *CURRENT SURVEY CONTROL
 JC0592  ___________________________________________________________________
 JC0592* NAD 83(1986)-  38 35 56.     (N)    091 03 49.     (W)     SCALED    
 JC0592* NAVD 88     -       146.874  (meters)     481.87   (feet)  ADJUSTED  
 JC0592  ___________________________________________________________________
 JC0592  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JC0592  DYNAMIC HT  -         146.781 (meters)     481.56  (feet)  COMP
 JC0592  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JC0592
 JC0592  VERT ORDER  -  FIRST     CLASS II
 JC0592
 JC0592.The horizontal coordinates were scaled from a topographic map and have
 JC0592.an estimated accuracy of +/- 6 seconds.
 JC0592
 JC0592.The orthometric height was determined by differential leveling
 JC0592.and adjusted by the National Geodetic Survey in June 1991..
 JC0592
 JC0592.The geoid height was determined by GEOID03.
 JC0592
 JC0592.The dynamic height is computed by dividing the NAVD 88
 JC0592.geopotential number by the normal gravity value computed on the
 JC0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0592.degrees latitude (g = 980.6199 gals.).
 JC0592
 JC0592.The modeled gravity was interpolated from observed gravity values.
 JC0592
 JC0592;                    North         East    Units  Estimated Accuracy
 JC0592;SPC MO E     -   307,060.      200,910.      MT  (+/- 180 meters Scaled)
 JC0592
 JC0592                          SUPERSEDED SURVEY CONTROL
 JC0592
 JC0592  NGVD 29 (??/??/92)  146.938  (m)          482.08   (f) ADJ UNCH    1 2
 JC0592
 JC0592.Superseded values are not recommended for survey control.
 JC0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0592.See file dsdata.txt to determine how the superseded data were derived.
 JC0592
 JC0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC686740(NAD 83)
 JC0592_MARKER: DB = BENCH MARK DISK
 JC0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0592_SP_SET: CULVERT
 JC0592_STAMPING: E 203 1946
 JC0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0592
 JC0592  HISTORY     - Date     Condition        Report By
 JC0592  HISTORY     - 1946     MONUMENTED       CGS
 JC0592  HISTORY     - 1960     MARK NOT FOUND   NGS
 JC0592
 JC0592                          STATION DESCRIPTION
 JC0592
 JC0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JC0592'3.9 MI NW FROM WASHINGTON.
 JC0592'3.9 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0592'THE STATION AT WASHINGTON, AT A ROAD CROSSING ABOUT TWO POLES
 JC0592'NORTHWEST OF MILE POST 58-20, 77.0 FEET NORTHWEST OF THE CENTERLINE
 JC0592'OF THE ROAD, 26.0 FEET SOUTHWEST OF AND ABOUT 12.0 FEET LOWER
 JC0592'THAN THE CENTERLINE OF THE SOUTHWEST TRACK, ON TOP OF THE NORTHWEST
 JC0592'END OF THE SOUTHWEST HEADWALL OF A 4 FT X 24 FT TWO COMPARTMENT
 JC0592'CONCRETE CULVERT.  A BRONZE BENCH MARK DISK SET IN A DRILL HOLE
 JC0592'IN CONCRETE.  NOTE-- THE CULVERT ABUTMENT IN WHICH THE MARK WAS
 JC0592'SET HAS BEEN TORN OUT AND A NEW ABUTMENT BUILT IN ITS PLACE WITH
 JC0592'THE DATE 1948 STAMPED IN THE CONCRETE.  THE MARK WAS SET IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0495 ***********************************************************************
 JC0495  DESIGNATION -  E 204
 JC0495  PID         -  JC0495
 JC0495  STATE/COUNTY-  MO/ST LOUIS
 JC0495  USGS QUAD   -  EUREKA (1993)
 JC0495
 JC0495                         *CURRENT SURVEY CONTROL
 JC0495  ___________________________________________________________________
 JC0495* NAD 83(1986)-  38 30 13.     (N)    090 39 44.     (W)     SCALED    
 JC0495* NAVD 88     -       147.957  (meters)     485.42   (feet)  ADJUSTED  
 JC0495  ___________________________________________________________________
 JC0495  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JC0495  DYNAMIC HT  -         147.860 (meters)     485.10  (feet)  COMP
 JC0495  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 JC0495
 JC0495  VERT ORDER  -  FIRST     CLASS I
 JC0495
 JC0495.The horizontal coordinates were scaled from a topographic map and have
 JC0495.an estimated accuracy of +/- 6 seconds.
 JC0495
 JC0495.The orthometric height was determined by differential leveling
 JC0495.and adjusted by the National Geodetic Survey in June 1991..
 JC0495
 JC0495.The geoid height was determined by GEOID03.
 JC0495
 JC0495.The dynamic height is computed by dividing the NAVD 88
 JC0495.geopotential number by the normal gravity value computed on the
 JC0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0495.degrees latitude (g = 980.6199 gals.).
 JC0495
 JC0495.The modeled gravity was interpolated from observed gravity values.
 JC0495
 JC0495;                    North         East    Units  Estimated Accuracy
 JC0495;SPC MO E     -   296,340.      235,850.      MT  (+/- 180 meters Scaled)
 JC0495
 JC0495                          SUPERSEDED SURVEY CONTROL
 JC0495
 JC0495  NGVD 29 (??/??/92)  148.038  (m)          485.69   (f) ADJ UNCH    1 1
 JC0495
 JC0495.Superseded values are not recommended for survey control.
 JC0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0495.See file dsdata.txt to determine how the superseded data were derived.
 JC0495
 JC0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC038642(NAD 83)
 JC0495_MARKER: DB = BENCH MARK DISK
 JC0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0495_SP_SET: CULVERT
 JC0495_STAMPING: E 204 1946
 JC0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0495
 JC0495  HISTORY     - Date     Condition        Report By
 JC0495  HISTORY     - 1946     MONUMENTED       CGS
 JC0495  HISTORY     - 1969     GOOD             NGS
 JC0495  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JC0495
 JC0495                          STATION DESCRIPTION
 JC0495
 JC0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0495'1.7 MI W FROM EUREKA.
 JC0495'ABOUT 1.7 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0495'THE CROSSING OF MAIN STREET AT EUREKA, NEAR MILEPOLE 29-32, SET
 JC0495'ON THE TOP OF THE EAST END OF THE NORTH HEAD WALL FOR AN 8-FOOT
 JC0495'CONCRETE BOX CULVERT UNDER THE TRACK, 18.7 FEET NORTH OF THE NORTH
 JC0495'RAIL OF THE WESTBOUND TRACK, 2 FEET WEST OF THE EAST END OF THE
 JC0495'HEAD WALL, ABOUT LEVEL WITH INTERSTATE HIGHWAY 44 AND ABOUT 8
 JC0495'FEET BELOW THE LEVEL OF THE TRACK.
 JC0495
 JC0495                          STATION RECOVERY (1985)
 JC0495
 JC0495'RECOVERY NOTE BY US POWER SQUADRON 1985
 JC0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0220 ***********************************************************************
 JC0220  DESIGNATION -  E 205
 JC0220  PID         -  JC0220
 JC0220  STATE/COUNTY-  MO/ST LOUIS
 JC0220  USGS QUAD   -  KIRKWOOD (1993)
 JC0220
 JC0220                         *CURRENT SURVEY CONTROL
 JC0220  ___________________________________________________________________
 JC0220* NAD 83(1986)-  38 34 39.     (N)    090 23 53.     (W)     SCALED    
 JC0220* NAVD 88     -       194.272  (meters)     637.37   (feet)  ADJUSTED  
 JC0220  ___________________________________________________________________
 JC0220  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JC0220  DYNAMIC HT  -         194.146 (meters)     636.96  (feet)  COMP
 JC0220  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 JC0220
 JC0220  VERT ORDER  -  FIRST     CLASS I
 JC0220
 JC0220.The horizontal coordinates were scaled from a topographic map and have
 JC0220.an estimated accuracy of +/- 6 seconds.
 JC0220
 JC0220.The orthometric height was determined by differential leveling
 JC0220.and adjusted by the National Geodetic Survey in June 1991..
 JC0220
 JC0220.The geoid height was determined by GEOID03.
 JC0220
 JC0220.The dynamic height is computed by dividing the NAVD 88
 JC0220.geopotential number by the normal gravity value computed on the
 JC0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0220.degrees latitude (g = 980.6199 gals.).
 JC0220
 JC0220.The modeled gravity was interpolated from observed gravity values.
 JC0220
 JC0220;                    North         East    Units  Estimated Accuracy
 JC0220;SPC MO E     -   304,540.      258,880.      MT  (+/- 180 meters Scaled)
 JC0220
 JC0220                          SUPERSEDED SURVEY CONTROL
 JC0220
 JC0220  NGVD 29 (??/??/92)  194.372  (m)          637.70   (f) ADJ UNCH    1 1
 JC0220
 JC0220.Superseded values are not recommended for survey control.
 JC0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0220.See file dsdata.txt to determine how the superseded data were derived.
 JC0220
 JC0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC266731(NAD 83)
 JC0220_MARKER: DB = BENCH MARK DISK
 JC0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0220_STAMPING: E 205 1946
 JC0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0220+STABILITY: SURFACE MOTION
 JC0220
 JC0220  HISTORY     - Date     Condition        Report By
 JC0220  HISTORY     - 1946     MONUMENTED       CGS
 JC0220  HISTORY     - 1969     GOOD             NGS
 JC0220  HISTORY     - 19940511 GOOD             USPSQD
 JC0220  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 JC0220  HISTORY     - 19990129 GOOD             USPSQD
 JC0220
 JC0220                          STATION DESCRIPTION
 JC0220
 JC0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0220'AT KIRKWOOD.
 JC0220'AT KIRKWOOD, ABOUT 0.5 MILE EAST ALONG THE MISSOURI PACIFIC
 JC0220'RAILROAD FROM THE STATION, 126 FEET NORTH OF THE CENTER OF THE
 JC0220'CROSSING OF LEFFINGWELL AVENUE AND THE WESTBOUND TRACK, 23.3
 JC0220'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK,
 JC0220'32 1/2 FEET SOUTHWEST OF THE CENTER LINE OF SCOTT AVENUE, 4 FEET
 JC0220'SOUTHWEST OF MILEPOST 13, 4.3 FEET SOUTHWEST OF A METAL WITNESS
 JC0220'POST, 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP
 JC0220'OF A CONCRETE POST FLUSH WITH THE GROUND.
 JC0220
 JC0220                          STATION RECOVERY (1994)
 JC0220
 JC0220'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0220'RECOVERED IN GOOD CONDITION.
 JC0220
 JC0220                          STATION RECOVERY (1995)
 JC0220
 JC0220'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0220'MARK NOT FOUND.
 JC0220
 JC0220                          STATION RECOVERY (1999)
 JC0220
 JC0220'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0466 ***********************************************************************
 LF0466  DESIGNATION -  E 206
 LF0466  PID         -  LF0466
 LF0466  STATE/COUNTY-  MO/HOLT
 LF0466  USGS QUAD   -  RULO (1965)
 LF0466
 LF0466                         *CURRENT SURVEY CONTROL
 LF0466  ___________________________________________________________________
 LF0466* NAD 83(1986)-  40 04 12.     (N)    095 23 18.     (W)     SCALED    
 LF0466* NAVD 88     -       262.097  (meters)     859.90   (feet)  ADJUSTED  
 LF0466  ___________________________________________________________________
 LF0466  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LF0466  DYNAMIC HT  -         261.953 (meters)     859.42  (feet)  COMP
 LF0466  MODELED GRAV-     980,070.5   (mgal)                       NAVD 88
 LF0466
 LF0466  VERT ORDER  -  SECOND    CLASS 0
 LF0466
 LF0466.The horizontal coordinates were scaled from a topographic map and have
 LF0466.an estimated accuracy of +/- 6 seconds.
 LF0466
 LF0466.The orthometric height was determined by differential leveling
 LF0466.and adjusted by the National Geodetic Survey in June 1991..
 LF0466
 LF0466.The geoid height was determined by GEOID03.
 LF0466
 LF0466.The dynamic height is computed by dividing the NAVD 88
 LF0466.geopotential number by the normal gravity value computed on the
 LF0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0466.degrees latitude (g = 980.6199 gals.).
 LF0466
 LF0466.The modeled gravity was interpolated from observed gravity values.
 LF0466
 LF0466;                    North         East    Units  Estimated Accuracy
 LF0466;SPC MO W     -   433,620.      774,220.      MT  (+/- 180 meters Scaled)
 LF0466
 LF0466                          SUPERSEDED SURVEY CONTROL
 LF0466
 LF0466  NGVD 29 (??/??/92)  262.033  (m)          859.69   (f) ADJ UNCH    2 0
 LF0466
 LF0466.Superseded values are not recommended for survey control.
 LF0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0466.See file dsdata.txt to determine how the superseded data were derived.
 LF0466
 LF0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE963382(NAD 83)
 LF0466_MARKER: DB = BENCH MARK DISK
 LF0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0466_STAMPING: E 206 1948
 LF0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0466+STABILITY: SURFACE MOTION
 LF0466
 LF0466  HISTORY     - Date     Condition        Report By
 LF0466  HISTORY     - 1948     MONUMENTED       CGS
 LF0466  HISTORY     - 1959     GOOD             NGS
 LF0466
 LF0466                          STATION DESCRIPTION
 LF0466
 LF0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0466'2.8 MI ENE FROM RULO.
 LF0466'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LF0466'THE STATION AT RULO, THENCE 0.8 MILE NORTHEAST ALONG A DIRT ROAD,
 LF0466'ABOUT 200.0 FEET NORTH-NORTHEAST OF A FARMHOUSE, 41.0 FEET SOUTHEAST
 LF0466'OF THE CENTER LINE OF THE ROAD, 13.0 FEET WEST OF THE CENTER LINE
 LF0466'OF A PRIVATE ROAD LEADING SOUTH TO THE FARMHOUSE, 3.0 FEET SOUTHEAST
 LF0466'OF A POWER LINE POLE, 2.0 FEET EAST OF A FENCE, 1.5 FEET NORTH OF
 LF0466'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 LF0466'FOOT ABOVE THE GROUND.
 LF0466
 LF0466                          STATION RECOVERY (1959)
 LF0466
 LF0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0436 ***********************************************************************
 LF0436  DESIGNATION -  E 207
 LF0436  PID         -  LF0436
 LF0436  STATE/COUNTY-  MO/HOLT
 LF0436  USGS QUAD   -  CORNING (1984)
 LF0436
 LF0436                         *CURRENT SURVEY CONTROL
 LF0436  ___________________________________________________________________
 LF0436* NAD 83(1986)-  40 12 10.     (N)    095 26 29.     (W)     SCALED    
 LF0436* NAVD 88     -       266.049  (meters)     872.86   (feet)  ADJUSTED  
 LF0436  ___________________________________________________________________
 LF0436  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LF0436  DYNAMIC HT  -         265.905 (meters)     872.39  (feet)  COMP
 LF0436  MODELED GRAV-     980,077.6   (mgal)                       NAVD 88
 LF0436
 LF0436  VERT ORDER  -  FIRST     CLASS II
 LF0436
 LF0436.The horizontal coordinates were scaled from a topographic map and have
 LF0436.an estimated accuracy of +/- 6 seconds.
 LF0436
 LF0436.The orthometric height was determined by differential leveling
 LF0436.and adjusted by the National Geodetic Survey in June 1991..
 LF0436
 LF0436.The geoid height was determined by GEOID03.
 LF0436
 LF0436.The dynamic height is computed by dividing the NAVD 88
 LF0436.geopotential number by the normal gravity value computed on the
 LF0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0436.degrees latitude (g = 980.6199 gals.).
 LF0436
 LF0436.The modeled gravity was interpolated from observed gravity values.
 LF0436
 LF0436;                    North         East    Units  Estimated Accuracy
 LF0436;SPC MO W     -   448,410.      769,850.      MT  (+/- 180 meters Scaled)
 LF0436
 LF0436                          SUPERSEDED SURVEY CONTROL
 LF0436
 LF0436  NGVD 29 (??/??/92)  265.954  (m)          872.55   (f) ADJ UNCH    1 2
 LF0436
 LF0436.Superseded values are not recommended for survey control.
 LF0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0436.See file dsdata.txt to determine how the superseded data were derived.
 LF0436
 LF0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE922531(NAD 83)
 LF0436_MARKER: DB = BENCH MARK DISK
 LF0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0436_SP_SET: CONCRETE POST
 LF0436_STAMPING: E 207 1948
 LF0436_MARK LOGO: CGS   
 LF0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0436+STABILITY: SURFACE MOTION
 LF0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0436+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1989
 LF0436
 LF0436  HISTORY     - Date     Condition        Report By
 LF0436  HISTORY     - 1948     MONUMENTED       CGS
 LF0436  HISTORY     - 1961     GOOD             NGS
 LF0436  HISTORY     - 19890731 GOOD             NGS
 LF0436  HISTORY     - 20060117 GOOD             GEOCAC
 LF0436
 LF0436                          STATION DESCRIPTION
 LF0436
 LF0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0436'3.4 MI S FROM CORNING.
 LF0436'3.4 MILES SOUTH ALONG STATE HIGHWAY NO. 111 FROM THE STATION AT
 LF0436'CORNING, ON THE INSIDE OF A LONG CURVE, 42.8 FEET NORTH-NORTHEAST
 LF0436'OF THE NORTHEAST CORNER OF A SCHOOL BUILDING, 34.7 FEET NORTH OF
 LF0436'THE NORTH GATE POST OF A GATE TO THE SCHOOL, 29.0 FEET WEST OF THE
 LF0436'CENTER LINE OF THE HIGHWAY, 1.0 FOOT EAST OF A FENCE, 1.3 FEET
 LF0436'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF0436'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THE SCHOOLHOUSE IS
 LF0436'BEING USED AS A HOUSE.
 LF0436
 LF0436                          STATION RECOVERY (1961)
 LF0436
 LF0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0436'RECOVERED IN GOOD CONDITION.
 LF0436
 LF0436                          STATION RECOVERY (1989)
 LF0436
 LF0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0436'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.4 KM
 LF0436'(3.35 MI) SOUTHERLY ALONG STATE HIGHWAY 111 FROM ITS JUNCTION WITH
 LF0436'THE BURLINGTON NORTHERN RAILROAD IN CORNING, 25.6 M (84.0 FT) SOUTH
 LF0436'OF UTILITY POLE NUMBER 65 WITH ONE GUY WIRE, 13.2 M (43.3 FT)
 LF0436'NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED SCHOOL, 12.5 M
 LF0436'(41.0 FT) NORTH OF THE CENTER OF A GATE, 8.4 M (27.6 FT) WEST OF THE
 LF0436'CENTERLINE OF THE HIGHWAY, 0.6 M (2.0 FT) EAST OF A WITNESS POST AND
 LF0436'FENCE, LEVEL WITH THE HIGHWAY, AND IN A CONCRETE MONUMENT THAT IS
 LF0436'FLUSH WITH THE GROUND SURFACE.
 LF0436
 LF0436                          STATION RECOVERY (2006)
 LF0436
 LF0436'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF0436'HH2 (NAD83) N40 12 11.3 W95 26 29.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0688 ***********************************************************************
 LF0688  DESIGNATION -  E 208
 LF0688  PID         -  LF0688
 LF0688  STATE/COUNTY-  MO/ATCHISON
 LF0688  USGS QUAD   -  NEMAHA (1966)
 LF0688
 LF0688                         *CURRENT SURVEY CONTROL
 LF0688  ___________________________________________________________________
 LF0688* NAD 83(1986)-  40 18 52.     (N)    095 38 10.     (W)     SCALED    
 LF0688* NAVD 88     -       270.121  (meters)     886.22   (feet)  ADJUSTED  
 LF0688  ___________________________________________________________________
 LF0688  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LF0688  DYNAMIC HT  -         269.977 (meters)     885.75  (feet)  COMP
 LF0688  MODELED GRAV-     980,084.0   (mgal)                       NAVD 88
 LF0688
 LF0688  VERT ORDER  -  SECOND    CLASS 0
 LF0688
 LF0688.The horizontal coordinates were scaled from a topographic map and have
 LF0688.an estimated accuracy of +/- 6 seconds.
 LF0688
 LF0688.The orthometric height was determined by differential leveling
 LF0688.and adjusted by the National Geodetic Survey in June 1991..
 LF0688
 LF0688.The geoid height was determined by GEOID03.
 LF0688
 LF0688.The dynamic height is computed by dividing the NAVD 88
 LF0688.geopotential number by the normal gravity value computed on the
 LF0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0688.degrees latitude (g = 980.6199 gals.).
 LF0688
 LF0688.The modeled gravity was interpolated from observed gravity values.
 LF0688
 LF0688;                    North         East    Units  Estimated Accuracy
 LF0688;SPC MO W     -   461,000.      753,430.      MT  (+/- 180 meters Scaled)
 LF0688
 LF0688                          SUPERSEDED SURVEY CONTROL
 LF0688
 LF0688  NGVD 29 (??/??/92)  270.034  (m)          885.94   (f) ADJ UNCH    2 0
 LF0688
 LF0688.Superseded values are not recommended for survey control.
 LF0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0688.See file dsdata.txt to determine how the superseded data were derived.
 LF0688
 LF0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE760659(NAD 83)
 LF0688_MARKER: DB = BENCH MARK DISK
 LF0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0688_STAMPING: E 208 1948
 LF0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0688+STABILITY: SURFACE MOTION
 LF0688
 LF0688  HISTORY     - Date     Condition        Report By
 LF0688  HISTORY     - 1948     MONUMENTED       CGS
 LF0688  HISTORY     - 1961     GOOD             NGS
 LF0688
 LF0688                          STATION DESCRIPTION
 LF0688
 LF0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0688'5.9 MI SW FROM LANGDON.
 LF0688'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0688'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 2.05 MILES SOUTH
 LF0688'ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED ROAD,
 LF0688'THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE WEST ALONG
 LF0688'A DIRT ROAD, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, AT A T-ROAD,
 LF0688'31.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 12.0
 LF0688'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 3.6 FEET
 LF0688'SOUTH OF A MAIL BOX, AT THE NORTHEAST CORNER OF A CULTIVATED
 LF0688'FIELD, 1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LF0688'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  BENCH MARK E
 LF0688'208 IS LOCATED 0.7 MILE SOUTHWEST AND 0.3 MILE EAST OF BENCH MARK
 LF0688'G 208.  NOTE-- THIS BENCH WAS NOT RECOVERED AS A NEW LEVEE AS
 LF0688'BEEN BUILT AND THE AREA WAS FLOODED IN 1952.
 LF0688
 LF0688                          STATION RECOVERY (1961)
 LF0688
 LF0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0680 ***********************************************************************
 LF0680  DESIGNATION -  E 209
 LF0680  PID         -  LF0680
 LF0680  STATE/COUNTY-  MO/ATCHISON
 LF0680  USGS QUAD   -  PERU (1966)
 LF0680
 LF0680                         *CURRENT SURVEY CONTROL
 LF0680  ___________________________________________________________________
 LF0680* NAD 83(1986)-  40 22 42.     (N)    095 37 55.     (W)     SCALED    
 LF0680* NAVD 88     -       271.145  (meters)     889.58   (feet)  ADJUSTED  
 LF0680  ___________________________________________________________________
 LF0680  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LF0680  DYNAMIC HT  -         271.002 (meters)     889.11  (feet)  COMP
 LF0680  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 LF0680
 LF0680  VERT ORDER  -  SECOND    CLASS 0
 LF0680
 LF0680.The horizontal coordinates were scaled from a topographic map and have
 LF0680.an estimated accuracy of +/- 6 seconds.
 LF0680
 LF0680.The orthometric height was determined by differential leveling
 LF0680.and adjusted by the National Geodetic Survey in June 1991..
 LF0680
 LF0680.The geoid height was determined by GEOID03.
 LF0680
 LF0680.The dynamic height is computed by dividing the NAVD 88
 LF0680.geopotential number by the normal gravity value computed on the
 LF0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0680.degrees latitude (g = 980.6199 gals.).
 LF0680
 LF0680.The modeled gravity was interpolated from observed gravity values.
 LF0680
 LF0680;                    North         East    Units  Estimated Accuracy
 LF0680;SPC MO W     -   468,090.      753,880.      MT  (+/- 180 meters Scaled)
 LF0680
 LF0680                          SUPERSEDED SURVEY CONTROL
 LF0680
 LF0680  NGVD 29 (??/??/92)  271.057  (m)          889.29   (f) ADJ UNCH    2 0
 LF0680
 LF0680.Superseded values are not recommended for survey control.
 LF0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0680.See file dsdata.txt to determine how the superseded data were derived.
 LF0680
 LF0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE765730(NAD 83)
 LF0680_MARKER: DB = BENCH MARK DISK
 LF0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0680_STAMPING: E 209 1948
 LF0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0680+STABILITY: SURFACE MOTION
 LF0680
 LF0680  HISTORY     - Date     Condition        Report By
 LF0680  HISTORY     - 1948     MONUMENTED       CGS
 LF0680  HISTORY     - 1961     GOOD             NGS
 LF0680
 LF0680                          STATION DESCRIPTION
 LF0680
 LF0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0680'3.4 MI W FROM PHELPS CITY.
 LF0680'0.9 MILE WEST ALONG STATE HIGHWAY NO. 4 FROM THE METHODIST CHURCH
 LF0680'AT PHELPS CITY, THENCE 1.65 MILES SOUTH ALONG A DIRT ROAD, THENCE
 LF0680'0.9 MILE WESTERLY ALONG A FIELD AND WOODS ROAD, AT A GATE, AT
 LF0680'THE SOUTHWEST EDGE OF A WOODS AND THE NORTHEAST EDGE OF AN OPEN
 LF0680'FIELD, 11.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 21.0
 LF0680'FEET WEST OF AN 18-INCH COTTONWOOD TREE ON THE SOUTHEAST EDGE OF
 LF0680'THE ROAD, 6.0 FEET NORTH OF THE NORTHWEST GATE POST, 5.4 FEET
 LF0680'NORTHEAST OF THE NORTHWEST-SOUTHEAST FENCE, 1.7 FEET SOUTHWEST OF
 LF0680'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0680'0.8 FOOT ABOVE THE GROUND.
 LF0680
 LF0680                          STATION RECOVERY (1961)
 LF0680
 LF0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1927 ***********************************************************************
 JD1927  DESIGNATION -  E 21
 JD1927  PID         -  JD1927
 JD1927  STATE/COUNTY-  MO/HENRY
 JD1927  USGS QUAD   -  WINDSOR (1981)
 JD1927
 JD1927                         *CURRENT SURVEY CONTROL
 JD1927  ___________________________________________________________________
 JD1927* NAD 83(1986)-  38 31 30.     (N)    093 31 57.     (W)     SCALED    
 JD1927* NAVD 88     -       258.541  (meters)     848.23   (feet)  ADJUSTED  
 JD1927  ___________________________________________________________________
 JD1927  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JD1927  DYNAMIC HT  -         258.359 (meters)     847.63  (feet)  COMP
 JD1927  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 JD1927
 JD1927  VERT ORDER  -  SECOND    CLASS 0
 JD1927
 JD1927.The horizontal coordinates were scaled from a topographic map and have
 JD1927.an estimated accuracy of +/- 6 seconds.
 JD1927
 JD1927.The orthometric height was determined by differential leveling
 JD1927.and adjusted by the National Geodetic Survey in June 1991..
 JD1927
 JD1927.The geoid height was determined by GEOID03.
 JD1927
 JD1927.The dynamic height is computed by dividing the NAVD 88
 JD1927.geopotential number by the normal gravity value computed on the
 JD1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1927.degrees latitude (g = 980.6199 gals.).
 JD1927
 JD1927.The modeled gravity was interpolated from observed gravity values.
 JD1927
 JD1927;                    North         East    Units  Estimated Accuracy
 JD1927;SPC MO W     -   262,170.      934,360.      MT  (+/- 180 meters Scaled)
 JD1927
 JD1927                          SUPERSEDED SURVEY CONTROL
 JD1927
 JD1927  NGVD 29 (??/??/92)  258.36   (m)          847.6    (f) COMPUTED    2 0
 JD1927
 JD1927.Superseded values are not recommended for survey control.
 JD1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1927.See file dsdata.txt to determine how the superseded data were derived.
 JD1927
 JD1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC535642(NAD 83)
 JD1927_MARKER: DB = BENCH MARK DISK
 JD1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1927_STAMPING: E 21 1934
 JD1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1927+STABILITY: SURFACE MOTION
 JD1927
 JD1927  HISTORY     - Date     Condition        Report By
 JD1927  HISTORY     - 1934     MONUMENTED       CGS
 JD1927  HISTORY     - 1955     MARK NOT FOUND   NGS
 JD1927  HISTORY     - 1962     MARK NOT FOUND   NGS
 JD1927
 JD1927                          STATION DESCRIPTION
 JD1927
 JD1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JD1927'0.7 MI SW FROM WINDSOR.
 JD1927'0.7 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 JD1927'FROM THE WINDSOR, HENRY COUNTY, AT MILEAGE 248.73, AT THE CROSSING
 JD1927'OF STATE HIGHWAY 52, 69 FEET NORTH OF THE CENTERLINE OF THE
 JD1927'HIGHWAY, AND 27 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 JD1927'STANDARD DISK, STAMPED E 21 1934 AND SET IN THE TOP F A CONCRETE
 JD1927'POST.
 JD1927
 JD1927                          STATION RECOVERY (1962)
 JD1927
 JD1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD1927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0367 ***********************************************************************
 LF0367  DESIGNATION -  E 210
 LF0367  PID         -  LF0367
 LF0367  STATE/COUNTY-  MO/HOLT
 LF0367  USGS QUAD   -  CRAIG (1981)
 LF0367
 LF0367                         *CURRENT SURVEY CONTROL
 LF0367  ___________________________________________________________________
 LF0367* NAD 83(1986)-  40 08 11.     (N)    095 18 21.     (W)     SCALED    
 LF0367* NAVD 88     -       262.068  (meters)     859.80   (feet)  ADJUSTED  
 LF0367  ___________________________________________________________________
 LF0367  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 LF0367  DYNAMIC HT  -         261.925 (meters)     859.33  (feet)  COMP
 LF0367  MODELED GRAV-     980,074.1   (mgal)                       NAVD 88
 LF0367
 LF0367  VERT ORDER  -  FIRST     CLASS II
 LF0367
 LF0367.The horizontal coordinates were scaled from a topographic map and have
 LF0367.an estimated accuracy of +/- 6 seconds.
 LF0367
 LF0367.The orthometric height was determined by differential leveling
 LF0367.and adjusted by the National Geodetic Survey in June 1991..
 LF0367
 LF0367.The geoid height was determined by GEOID03.
 LF0367
 LF0367.The dynamic height is computed by dividing the NAVD 88
 LF0367.geopotential number by the normal gravity value computed on the
 LF0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0367.degrees latitude (g = 980.6199 gals.).
 LF0367
 LF0367.The modeled gravity was interpolated from observed gravity values.
 LF0367
 LF0367;                    North         East    Units  Estimated Accuracy
 LF0367;SPC MO W     -   440,920.      781,330.      MT  (+/- 180 meters Scaled)
 LF0367
 LF0367                          SUPERSEDED SURVEY CONTROL
 LF0367
 LF0367  NGVD 29 (??/??/92)  261.994  (m)          859.56   (f) ADJ UNCH    1 2
 LF0367
 LF0367.Superseded values are not recommended for survey control.
 LF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0367.See file dsdata.txt to determine how the superseded data were derived.
 LF0367
 LF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE035454(NAD 83)
 LF0367_MARKER: DB = BENCH MARK DISK
 LF0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0367_STAMPING: E 210 1948
 LF0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0367+STABILITY: SURFACE MOTION
 LF0367
 LF0367  HISTORY     - Date     Condition        Report By
 LF0367  HISTORY     - 1948     MONUMENTED       CGS
 LF0367  HISTORY     - 1957     GOOD             NGS
 LF0367
 LF0367                          STATION DESCRIPTION
 LF0367
 LF0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0367'2 MI NW FROM BIGELOW.
 LF0367'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0367'RAILROAD FROM THE STATION AT BIGELOW, 0.2 MILE SOUTHEAST OF A
 LF0367'PRIVATE ROAD CROSSING, 32.5 FEET EAST OF MILEPOST NO. 104, 32.2
 LF0367'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 1.4 FEET
 LF0367'SOUTHWEST OF A TELEPHONE POLE, 1.4 FEET NORTHWEST OF A REFERENCE
 LF0367'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LF0367'ABOVE THE GROUND.
 LF0367
 LF0367                          STATION RECOVERY (1957)
 LF0367
 LF0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LF0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0997 ***********************************************************************
 LF0997  DESIGNATION -  E 211
 LF0997  PID         -  LF0997
 LF0997  STATE/COUNTY-  MO/ATCHISON
 LF0997  USGS QUAD   -  HAMBURG (1984)
 LF0997
 LF0997                         *CURRENT SURVEY CONTROL
 LF0997  ___________________________________________________________________
 LF0997* NAD 83(1986)-  40 33 39.     (N)    095 44 08.     (W)     SCALED    
 LF0997* NAVD 88     -       276.273  (meters)     906.41   (feet)  ADJUSTED  
 LF0997  ___________________________________________________________________
 LF0997  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LF0997  DYNAMIC HT  -         276.126 (meters)     905.92  (feet)  COMP
 LF0997  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 LF0997
 LF0997  VERT ORDER  -  SECOND    CLASS 0
 LF0997
 LF0997.The horizontal coordinates were scaled from a topographic map and have
 LF0997.an estimated accuracy of +/- 6 seconds.
 LF0997
 LF0997.The orthometric height was determined by differential leveling
 LF0997.and adjusted by the National Geodetic Survey in June 1991..
 LF0997
 LF0997.The geoid height was determined by GEOID03.
 LF0997
 LF0997.The dynamic height is computed by dividing the NAVD 88
 LF0997.geopotential number by the normal gravity value computed on the
 LF0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0997.degrees latitude (g = 980.6199 gals.).
 LF0997
 LF0997.The modeled gravity was interpolated from observed gravity values.
 LF0997
 LF0997;                    North         East    Units  Estimated Accuracy
 LF0997;SPC MO W     -   488,470.      745,360.      MT  (+/- 180 meters Scaled)
 LF0997
 LF0997                          SUPERSEDED SURVEY CONTROL
 LF0997
 LF0997  NGVD 29 (??/??/92)  276.173  (m)          906.08   (f) ADJ UNCH    2 0
 LF0997
 LF0997.Superseded values are not recommended for survey control.
 LF0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0997.See file dsdata.txt to determine how the superseded data were derived.
 LF0997
 LF0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE684936(NAD 83)
 LF0997_MARKER: DB = BENCH MARK DISK
 LF0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0997_STAMPING: E 211 1948
 LF0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0997+STABILITY: SURFACE MOTION
 LF0997
 LF0997  HISTORY     - Date     Condition        Report By
 LF0997  HISTORY     - 1948     MONUMENTED       CGS
 LF0997  HISTORY     - 1966     MARK NOT FOUND   USGS
 LF0997
 LF0997                          STATION DESCRIPTION
 LF0997
 LF0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0997'5.7 MI SW FROM HAMBURG.
 LF0997'1.6 MILES SOUTH ALONG A DIRT ROAD FROM THE RAILROAD STATION AT
 LF0997'HAMBURG, THENCE 3.5 MILES WEST ALONG A DIRT ROAD, THENCE 0.1 MILE
 LF0997'SOUTH AND 0.5 MILE NORTHWEST ALONG A DIRT ROAD, THENCE 0.85 MILE
 LF0997'SOUTH ALONG A DIRT ROAD, IN LINE WITH A ROW OF TREES, 96.5 FEET
 LF0997'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE FARMHOUSE,
 LF0997'108.0 WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 11.0 FEET
 LF0997'NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 1.2 FEET
 LF0997'WEST OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF0997'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LF0997
 LF0997                          STATION RECOVERY (1966)
 LF0997
 LF0997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LF0997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0356 ***********************************************************************
 LF0356  DESIGNATION -  E 212
 LF0356  PID         -  LF0356
 LF0356  STATE/COUNTY-  MO/HOLT
 LF0356  USGS QUAD   -  BIG LAKE (1981)
 LF0356
 LF0356                         *CURRENT SURVEY CONTROL
 LF0356  ___________________________________________________________________
 LF0356* NAD 83(1986)-  40 03 29.     (N)    095 15 39.     (W)     SCALED    
 LF0356* NAVD 88     -       259.751  (meters)     852.20   (feet)  ADJUSTED  
 LF0356  ___________________________________________________________________
 LF0356  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LF0356  DYNAMIC HT  -         259.607 (meters)     851.73  (feet)  COMP
 LF0356  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 LF0356
 LF0356  VERT ORDER  -  FIRST     CLASS II
 LF0356
 LF0356.The horizontal coordinates were scaled from a topographic map and have
 LF0356.an estimated accuracy of +/- 6 seconds.
 LF0356
 LF0356.The orthometric height was determined by differential leveling
 LF0356.and adjusted by the National Geodetic Survey in June 1991..
 LF0356
 LF0356.The geoid height was determined by GEOID03.
 LF0356
 LF0356.The dynamic height is computed by dividing the NAVD 88
 LF0356.geopotential number by the normal gravity value computed on the
 LF0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0356.degrees latitude (g = 980.6199 gals.).
 LF0356
 LF0356.The modeled gravity was interpolated from observed gravity values.
 LF0356
 LF0356;                    North         East    Units  Estimated Accuracy
 LF0356;SPC MO W     -   432,190.      785,090.      MT  (+/- 180 meters Scaled)
 LF0356
 LF0356                          SUPERSEDED SURVEY CONTROL
 LF0356
 LF0356  NGVD 29 (??/??/92)  259.677  (m)          851.96   (f) ADJ UNCH    1 2
 LF0356
 LF0356.Superseded values are not recommended for survey control.
 LF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0356.See file dsdata.txt to determine how the superseded data were derived.
 LF0356
 LF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE071366(NAD 83)
 LF0356_MARKER: DB = BENCH MARK DISK
 LF0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0356_STAMPING: E 212 1948
 LF0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0356+STABILITY: SURFACE MOTION
 LF0356
 LF0356  HISTORY     - Date     Condition        Report By
 LF0356  HISTORY     - 1948     MONUMENTED       CGS
 LF0356  HISTORY     - 1959     GOOD             NGS
 LF0356
 LF0356                          STATION DESCRIPTION
 LF0356
 LF0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0356'0.8 MI NW FROM NAPIER.
 LF0356'0.8 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0356'RAILROAD FROM THE STATION AT NAPIER, 623.0 FEET SOUTH OF
 LF0356'RAILROAD BRIDGE 98.26, 152.0 FEET WEST OF THE CENTER LINE OF A
 LF0356'LEVEE ROAD ALONG THE WEST SIDE OF THE LAKE, 70.8 FEET EAST OF THE
 LF0356'EAST RAIL OF THE MAIN TRACK, 57.2 FEET EAST OF THE EAST RAIL OF THE
 LF0356'EAST SIDE TRACK, 1.2 FEET WEST OF A FENCE, 1.6 FEET NORTH OF A
 LF0356'4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF0356'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LF0356
 LF0356                          STATION RECOVERY (1959)
 LF0356
 LF0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0391 ***********************************************************************
 KD0391  DESIGNATION -  E 213
 KD0391  PID         -  KD0391
 KD0391  STATE/COUNTY-  MO/SALINE
 KD0391  USGS QUAD   -  MIAMI (1979)
 KD0391
 KD0391                         *CURRENT SURVEY CONTROL
 KD0391  ___________________________________________________________________
 KD0391* NAD 83(1986)-  39 18 22.     (N)    093 14 01.     (W)     SCALED    
 KD0391* NAVD 88     -       225.968  (meters)     741.36   (feet)  POSTED    
 KD0391  ___________________________________________________________________
 KD0391  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0391  DYNAMIC HT  -         225.830 (meters)     740.91  (feet)  COMP
 KD0391  MODELED GRAV-     980,020.3   (mgal)                       NAVD 88
 KD0391
 KD0391  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KD0391
 KD0391.The horizontal coordinates were scaled from a topographic map and have
 KD0391.an estimated accuracy of +/- 6 seconds.
 KD0391
 KD0391.The orthometric height was determined by differential leveling
 KD0391.and adjusted by the National Geodetic Survey in 1992..
 KD0391.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KD0391.rate of 1.1 thru 2.0 mm/km.
 KD0391
 KD0391.The geoid height was determined by GEOID03.
 KD0391
 KD0391.The dynamic height is computed by dividing the NAVD 88
 KD0391.geopotential number by the normal gravity value computed on the
 KD0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0391.degrees latitude (g = 980.6199 gals.).
 KD0391
 KD0391.The modeled gravity was interpolated from observed gravity values.
 KD0391
 KD0391;                    North         East    Units  Estimated Accuracy
 KD0391;SPC MO C     -   385,670.      436,730.      MT  (+/- 180 meters Scaled)
 KD0391
 KD0391                          SUPERSEDED SURVEY CONTROL
 KD0391
 KD0391  NGVD 29 (??/??/92)  225.943  (m)          741.28   (f) ADJ UNCH    1 2
 KD0391
 KD0391.Superseded values are not recommended for survey control.
 KD0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0391.See file dsdata.txt to determine how the superseded data were derived.
 KD0391
 KD0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD798507(NAD 83)
 KD0391_MARKER: DB = BENCH MARK DISK
 KD0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0391_STAMPING: E 213 1948
 KD0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0391+STABILITY: SURFACE MOTION
 KD0391
 KD0391  HISTORY     - Date     Condition        Report By
 KD0391  HISTORY     - 1948     MONUMENTED       CGS
 KD0391
 KD0391                          STATION DESCRIPTION
 KD0391
 KD0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0391'1.9 MI SW FROM MIAMI.
 KD0391'1.0 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0391'MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE 0.4
 KD0391'MILE WEST AND 0.5 MILE SOUTH ALONG A DIRT ROAD, AT A POINT WHERE
 KD0391'THE ROAD FROM THE NORTH MAKES A 90-DEGREE TURN TO THE WEST, 17.0
 KD0391'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 77.0 FEET WEST OF THE
 KD0391'EXTENSION TO SOUTH OF THE CENTER LINE OF THE NORTH-SOUTH PORTION
 KD0391'OF THE ROAD, 10.0 FEET EAST OF THE CENTER LINE OF A WOODEN GATE
 KD0391'WHICH IS PAINTED RED, 1.0 FEET SOUTH OF A FENCE, 2.0 FEET WEST
 KD0391'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KD0391'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0178 ***********************************************************************
 KD0178  DESIGNATION -  E 214
 KD0178  PID         -  KD0178
 KD0178  STATE/COUNTY-  MO/SALINE
 KD0178  USGS QUAD   -  SALINE CITY (1971)
 KD0178
 KD0178                         *CURRENT SURVEY CONTROL
 KD0178  ___________________________________________________________________
 KD0178* NAD 83(1986)-  39 12 58.     (N)    092 53 43.     (W)     SCALED    
 KD0178* NAVD 88     -       187.253  (meters)     614.35   (feet)  ADJUSTED  
 KD0178  ___________________________________________________________________
 KD0178  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0178  DYNAMIC HT  -         187.140 (meters)     613.98  (feet)  COMP
 KD0178  MODELED GRAV-     980,016.8   (mgal)                       NAVD 88
 KD0178
 KD0178  VERT ORDER  -  FIRST     CLASS II
 KD0178
 KD0178.The horizontal coordinates were scaled from a topographic map and have
 KD0178.an estimated accuracy of +/- 6 seconds.
 KD0178
 KD0178.The orthometric height was determined by differential leveling
 KD0178.and adjusted by the National Geodetic Survey in June 1991..
 KD0178
 KD0178.The geoid height was determined by GEOID03.
 KD0178
 KD0178.The dynamic height is computed by dividing the NAVD 88
 KD0178.geopotential number by the normal gravity value computed on the
 KD0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0178.degrees latitude (g = 980.6199 gals.).
 KD0178
 KD0178.The modeled gravity was interpolated from observed gravity values.
 KD0178
 KD0178;                    North         East    Units  Estimated Accuracy
 KD0178;SPC MO C     -   375,500.      465,870.      MT  (+/- 180 meters Scaled)
 KD0178
 KD0178                          SUPERSEDED SURVEY CONTROL
 KD0178
 KD0178  NGVD 29 (??/??/92)  187.228  (m)          614.26   (f) ADJ UNCH    1 2
 KD0178
 KD0178.Superseded values are not recommended for survey control.
 KD0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0178.See file dsdata.txt to determine how the superseded data were derived.
 KD0178
 KD0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD090407(NAD 83)
 KD0178_MARKER: DB = BENCH MARK DISK
 KD0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0178_STAMPING: E 214 1948
 KD0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0178+STABILITY: SURFACE MOTION
 KD0178
 KD0178  HISTORY     - Date     Condition        Report By
 KD0178  HISTORY     - 1948     MONUMENTED       CGS
 KD0178
 KD0178                          STATION DESCRIPTION
 KD0178
 KD0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0178'2.8 MI W FROM GLASGOW.
 KD0178'2.75 MILES WEST ALONG STATE HIGHWAY 240 FROM THE EAST END OF THE
 KD0178'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT GLASGOW, ABOUT 0.25
 KD0178'MILE EAST OF THE EAST END OF A LONG CURVE IN THE HIGHWAY, ABOUT
 KD0178'750.0 FEET SOUTH OF THE ALTON RAILROAD TRACKS, 34.0 FEET NORTH
 KD0178'OF THE CENTER LINE OF THE HIGHWAY, 30.0 FEET EAST OF THE
 KD0178'EXTENDED CENTER LINE OF A PRIVATE DRIVE LEADING SOUTH, 6.0 FEET
 KD0178'NORTH OF A POWER LINE POLE, SET IN THE TOP OF A CONCRETE POST
 KD0178'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND AND IS ABOUT 3.0 FEET
 KD0178'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0398 ***********************************************************************
 KE0398  DESIGNATION -  E 215
 KE0398  PID         -  KE0398
 KE0398  STATE/COUNTY-  MO/ANDREW
 KE0398  USGS QUAD   -  WATHENA (1961)
 KE0398
 KE0398                         *CURRENT SURVEY CONTROL
 KE0398  ___________________________________________________________________
 KE0398* NAD 83(1986)-  39 52 11.     (N)    094 52 54.     (W)     SCALED    
 KE0398* NAVD 88     -       252.894  (meters)     829.70   (feet)  ADJUSTED  
 KE0398  ___________________________________________________________________
 KE0398  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KE0398  DYNAMIC HT  -         252.749 (meters)     829.23  (feet)  COMP
 KE0398  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 KE0398
 KE0398  VERT ORDER  -  FIRST     CLASS II
 KE0398
 KE0398.The horizontal coordinates were scaled from a topographic map and have
 KE0398.an estimated accuracy of +/- 6 seconds.
 KE0398
 KE0398.The orthometric height was determined by differential leveling
 KE0398.and adjusted by the National Geodetic Survey in June 1991..
 KE0398
 KE0398.The geoid height was determined by GEOID03.
 KE0398
 KE0398.The dynamic height is computed by dividing the NAVD 88
 KE0398.geopotential number by the normal gravity value computed on the
 KE0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0398.degrees latitude (g = 980.6199 gals.).
 KE0398
 KE0398.The modeled gravity was interpolated from observed gravity values.
 KE0398
 KE0398;                    North         East    Units  Estimated Accuracy
 KE0398;SPC MO W     -   411,070.      817,350.      MT  (+/- 180 meters Scaled)
 KE0398
 KE0398                          SUPERSEDED SURVEY CONTROL
 KE0398
 KE0398  NGVD 29 (??/??/92)  252.797  (m)          829.38   (f) ADJ UNCH    1 2
 KE0398
 KE0398.Superseded values are not recommended for survey control.
 KE0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0398.See file dsdata.txt to determine how the superseded data were derived.
 KE0398
 KE0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE390149(NAD 83)
 KE0398_MARKER: DB = BENCH MARK DISK
 KE0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0398_SP_SET: BRIDGE ABUTMENT
 KE0398_STAMPING: E 215 1948
 KE0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0398
 KE0398  HISTORY     - Date     Condition        Report By
 KE0398  HISTORY     - 1948     MONUMENTED       CGS
 KE0398  HISTORY     - 1961     GOOD             NGS
 KE0398  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0398
 KE0398                          STATION DESCRIPTION
 KE0398
 KE0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0398'0.9 MI S FROM AMAZONIA.
 KE0398'0.9 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0398'FROM THE STATION AT AMAZONIA, SET IN THE EAST END OF THE SOUTH
 KE0398'ABUTMENT OF A BRIDGE, 46 RAILS NORTH OF MILE POST NO. 71, 30
 KE0398'RAILS NORTH OF A PUBLIC ROAD CROSSING, 160.8 FEET SOUTH OF
 KE0398'SIGNAL TOWER NO. S 71.4, 4.5 FEET EAST OF THE EAST RAIL OF THE
 KE0398'MOST EASTERLY TRACK, 1.6 FEET NORTH OF THE SOUTH EDGE OF THE
 KE0398'ABUTMENT, ABOUT 0.8 FOOT BELOW THE TOP OF THE RAILS.  NOTE-- THE
 KE0398'PUBLIC ROAD CROSSING IS GONE.
 KE0398
 KE0398                          STATION RECOVERY (1961)
 KE0398
 KE0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0398'RECOVERED IN GOOD CONDITION.
 KE0398
 KE0398                          STATION RECOVERY (1989)
 KE0398
 KE0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0476 ***********************************************************************
 KE0476  DESIGNATION -  E 216
 KE0476  PID         -  KE0476
 KE0476  STATE/COUNTY-  MO/BUCHANAN
 KE0476  USGS QUAD   -  ATCHISON EAST (1984)
 KE0476
 KE0476                         *CURRENT SURVEY CONTROL
 KE0476  ___________________________________________________________________
 KE0476* NAD 83(1986)-  39 33 37.     (N)    095 05 51.     (W)     SCALED    
 KE0476* NAVD 88     -       239.327  (meters)     785.19   (feet)  ADJUSTED  
 KE0476  ___________________________________________________________________
 KE0476  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KE0476  DYNAMIC HT  -         239.183 (meters)     784.72  (feet)  COMP
 KE0476  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 KE0476
 KE0476  VERT ORDER  -  FIRST     CLASS II
 KE0476
 KE0476.The horizontal coordinates were scaled from a topographic map and have
 KE0476.an estimated accuracy of +/- 6 seconds.
 KE0476
 KE0476.The orthometric height was determined by differential leveling
 KE0476.and adjusted by the National Geodetic Survey in June 1991..
 KE0476
 KE0476.The geoid height was determined by GEOID03.
 KE0476
 KE0476.The dynamic height is computed by dividing the NAVD 88
 KE0476.geopotential number by the normal gravity value computed on the
 KE0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0476.degrees latitude (g = 980.6199 gals.).
 KE0476
 KE0476.The modeled gravity was interpolated from observed gravity values.
 KE0476
 KE0476;                    North         East    Units  Estimated Accuracy
 KE0476;SPC MO W     -   376,820.      798,650.      MT  (+/- 180 meters Scaled)
 KE0476
 KE0476                          SUPERSEDED SURVEY CONTROL
 KE0476
 KE0476  NGVD 29 (??/??/92)  239.226  (m)          784.86   (f) ADJ UNCH    1 2
 KE0476
 KE0476.Superseded values are not recommended for survey control.
 KE0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0476.See file dsdata.txt to determine how the superseded data were derived.
 KE0476
 KE0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD198810(NAD 83)
 KE0476_MARKER: DB = BENCH MARK DISK
 KE0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0476_STAMPING: E 216 1948
 KE0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0476+STABILITY: SURFACE MOTION
 KE0476
 KE0476  HISTORY     - Date     Condition        Report By
 KE0476  HISTORY     - 1948     MONUMENTED       CGS
 KE0476  HISTORY     - 1957     GOOD             NGS
 KE0476
 KE0476                          STATION DESCRIPTION
 KE0476
 KE0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0476'0.7 MI NE FROM WINTHROP.
 KE0476'0.7 MILE EAST ALONG THE ROCK ISLAND RAILROAD FROM THE EAST END
 KE0476'OF THE MISSOURI RIVER BRIDGE AT WINTHROP (EAST ATCHISON), 0.2
 KE0476'MILE EAST OF MILEPOST NO. 518, ON THE OUTSIDE OF THE FIRST CURVE
 KE0476'EAST OF THE BRIDGE, 158.7 FEET SOUTHEAST OF THE SOUTHEAST
 KE0476'RAIL OF THE MOST SOUTHEAST TRACK OF THE ROCK ISLAND RAILROAD,
 KE0476'49.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE CHICAGO,
 KE0476'BURLINGTON AND QUINCY RAILROAD TRACK, 82.0 FEET EAST OF MILEPOST
 KE0476'NO. 3 OF THE BURLINGTON TRACK, 12.0 FEET NORTH OF THE CENTER
 KE0476'LINE OF A FIELD ROAD, 1.5 FEET SOUTHEAST OF THE SOUTHEAST
 KE0476'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHWEST OF A REFERENCE POST,
 KE0476'ABOUT 5.0 FEET BELOW TRACK LEVEL, SET IN THE TOP OF A CONCRETE
 KE0476'POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 KE0476
 KE0476                          STATION RECOVERY (1957)
 KE0476
 KE0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0354 ***********************************************************************
 KE0354  DESIGNATION -  E 217
 KE0354  PID         -  KE0354
 KE0354  STATE/COUNTY-  MO/BUCHANAN
 KE0354  USGS QUAD   -  HALLS (1972)
 KE0354
 KE0354                         *CURRENT SURVEY CONTROL
 KE0354  ___________________________________________________________________
 KE0354* NAD 83(1986)-  39 39 40.     (N)    094 55 19.     (W)     SCALED    
 KE0354* NAVD 88     -       247.750  (meters)     812.83   (feet)  ADJUSTED  
 KE0354  ___________________________________________________________________
 KE0354  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KE0354  DYNAMIC HT  -         247.603 (meters)     812.34  (feet)  COMP
 KE0354  MODELED GRAV-     980,028.6   (mgal)                       NAVD 88
 KE0354
 KE0354  VERT ORDER  -  FIRST     CLASS II
 KE0354
 KE0354.The horizontal coordinates were scaled from a topographic map and have
 KE0354.an estimated accuracy of +/- 6 seconds.
 KE0354
 KE0354.The orthometric height was determined by differential leveling
 KE0354.and adjusted by the National Geodetic Survey in June 1991..
 KE0354.WARNING-Repeat measurements at this control monument indicate possible
 KE0354.vertical movement.
 KE0354
 KE0354.The geoid height was determined by GEOID03.
 KE0354
 KE0354.The dynamic height is computed by dividing the NAVD 88
 KE0354.geopotential number by the normal gravity value computed on the
 KE0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0354.degrees latitude (g = 980.6199 gals.).
 KE0354
 KE0354.The modeled gravity was interpolated from observed gravity values.
 KE0354
 KE0354;                    North         East    Units  Estimated Accuracy
 KE0354;SPC MO W     -   387,930.      813,790.      MT  (+/- 180 meters Scaled)
 KE0354
 KE0354                          SUPERSEDED SURVEY CONTROL
 KE0354
 KE0354  NGVD 29 (??/??/92)  247.654  (m)          812.51   (f) ADJ UNCH    1 2
 KE0354
 KE0354.Superseded values are not recommended for survey control.
 KE0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0354.See file dsdata.txt to determine how the superseded data were derived.
 KE0354
 KE0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD351919(NAD 83)
 KE0354_MARKER: DB = BENCH MARK DISK
 KE0354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0354_SP_SET: PIER
 KE0354_STAMPING: E 217 1948
 KE0354_MARK LOGO: CGS   
 KE0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0354+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 KE0354
 KE0354  HISTORY     - Date     Condition        Report By
 KE0354  HISTORY     - 1948     MONUMENTED       CGS
 KE0354  HISTORY     - 1958     GOOD             NGS
 KE0354  HISTORY     - 19890820 GOOD             NGS
 KE0354  HISTORY     - 20060415 GOOD             GEOCAC
 KE0354
 KE0354                          STATION DESCRIPTION
 KE0354
 KE0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0354'3.3 MI NE FROM HALLS.
 KE0354'3.3 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0354'RAILROAD FROM THE STATION AT HALLS, SET VERTICALLY IN THE NORTH
 KE0354'FACE OF THE MOST NORTHERLY CONCRETE PILLAR AT THE EAST END OF U.S.
 KE0354'HIGHWAY NO. 59 OVERPASS, 84.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 KE0354'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY AT BRIDGE NO.
 KE0354'505.7, 16.5 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 KE0354'3.0 FEET ABOVE THE GROUND, 1.7 FEET EAST OF THE NORTHWEST CORNER
 KE0354'AND 1.7 FEET WEST OF THE NORTHEAST CORNER OF THE PILLAR.
 KE0354
 KE0354                          STATION RECOVERY (1958)
 KE0354
 KE0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0354'RECOVERED IN GOOD CONDITION.
 KE0354
 KE0354                          STATION RECOVERY (1989)
 KE0354
 KE0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0354'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.2 KM (3.85
 KE0354'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 KE0354'HIGHWAY 752 IN SOUTHWEST ST JOSEPH, THENCE 0.8 KM (0.50 MI) SOUTHWEST
 KE0354'ALONG A PAVED ROAD.
 KE0354
 KE0354                          STATION RECOVERY (2006)
 KE0354
 KE0354'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0354'THE DISK IS NOW 1 FOOT ABOVE THE GROUND.
 KE0354'HH2 (NAD83) N39 39 39.5 W94 55 18.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0154 ***********************************************************************
 KE0154  DESIGNATION -  E 218
 KE0154  PID         -  KE0154
 KE0154  STATE/COUNTY-  MO/JACKSON
 KE0154  USGS QUAD   -  INDEPENDENCE (1990)
 KE0154
 KE0154                         *CURRENT SURVEY CONTROL
 KE0154  ___________________________________________________________________
 KE0154* NAD 83(1986)-  39 05 02.     (N)    094 29 42.     (W)     SCALED    
 KE0154* NAVD 88     -       228.636  (meters)     750.12   (feet)  ADJUSTED  
 KE0154  ___________________________________________________________________
 KE0154  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE0154  DYNAMIC HT  -         228.489 (meters)     749.63  (feet)  COMP
 KE0154  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 KE0154
 KE0154  VERT ORDER  -  FIRST     CLASS II
 KE0154
 KE0154.The horizontal coordinates were scaled from a topographic map and have
 KE0154.an estimated accuracy of +/- 6 seconds.
 KE0154
 KE0154.The orthometric height was determined by differential leveling
 KE0154.and adjusted by the National Geodetic Survey in June 1991..
 KE0154.WARNING-Repeat measurements at this control monument indicate possible
 KE0154.vertical movement.
 KE0154
 KE0154.The geoid height was determined by GEOID03.
 KE0154
 KE0154.The dynamic height is computed by dividing the NAVD 88
 KE0154.geopotential number by the normal gravity value computed on the
 KE0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0154.degrees latitude (g = 980.6199 gals.).
 KE0154
 KE0154.The modeled gravity was interpolated from observed gravity values.
 KE0154
 KE0154;                    North         East    Units  Estimated Accuracy
 KE0154;SPC MO W     -   323,760.      850,430.      MT  (+/- 180 meters Scaled)
 KE0154
 KE0154                          SUPERSEDED SURVEY CONTROL
 KE0154
 KE0154  NGVD 29 (??/??/92)  228.557  (m)          749.86   (f) ADJ UNCH    1 2
 KE0154
 KE0154.Superseded values are not recommended for survey control.
 KE0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0154.See file dsdata.txt to determine how the superseded data were derived.
 KE0154
 KE0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD706271(NAD 83)
 KE0154_MARKER: DB = BENCH MARK DISK
 KE0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0154_STAMPING: E 218 1948
 KE0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0154+STABILITY: SURFACE MOTION
 KE0154
 KE0154  HISTORY     - Date     Condition        Report By
 KE0154  HISTORY     - 1948     MONUMENTED       CGS
 KE0154  HISTORY     - 1966     GOOD             NGS
 KE0154
 KE0154                          STATION DESCRIPTION
 KE0154
 KE0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KE0154'AT KANSAS CITY.
 KE0154'AT KANSAS CITY, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0154'RAILROAD 0.1 MILE SOUTHWEST OF MANCHESTER AVENUE, ABOUT 300
 KE0154'FEET NORTHWEST OF 23RD STREET VIADUCT, ABOUT 300 FEET NORTHWEST
 KE0154'OF THE AMERICAN CREOSOTING CO. PLAN ABOUT 350 FEET SOUTH OF
 KE0154'THE SOUTH CORNER OF THE UNION WIRE ROPE CORP. FACTORY 350
 KE0154'FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE KAYSEE FEED MILLS
 KE0154'BUILDING, AT A ROAD CROSSING, 2 POLES NORTH OF MILEPOST 281,
 KE0154'55.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK
 KE0154'OF THE ROCK ISLAND RAILROAD, 22.0 FEET NORTHWEST OF THE CENTER
 KE0154'LINE OF A CINDER ROAD, 1.0 FOOT NORTHWEST OF A POWER POLE,
 KE0154'1.5 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF
 KE0154'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0069 ***********************************************************************
 KE0069  DESIGNATION -  E 219
 KE0069  PID         -  KE0069
 KE0069  STATE/COUNTY-  MO/JACKSON
 KE0069  USGS QUAD   -  BUCKNER (1990)
 KE0069
 KE0069                         *CURRENT SURVEY CONTROL
 KE0069  ___________________________________________________________________
 KE0069* NAD 83(1986)-  39 11 07.     (N)    094 11 36.     (W)     SCALED    
 KE0069* NAVD 88     -       245.340  (meters)     804.92   (feet)  ADJUSTED  
 KE0069  ___________________________________________________________________
 KE0069  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KE0069  DYNAMIC HT  -         245.187 (meters)     804.42  (feet)  COMP
 KE0069  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 KE0069
 KE0069  VERT ORDER  -  FIRST     CLASS II
 KE0069
 KE0069.The horizontal coordinates were scaled from a topographic map and have
 KE0069.an estimated accuracy of +/- 6 seconds.
 KE0069
 KE0069.The orthometric height was determined by differential leveling
 KE0069.and adjusted by the National Geodetic Survey in June 1991..
 KE0069
 KE0069.The geoid height was determined by GEOID03.
 KE0069
 KE0069.The dynamic height is computed by dividing the NAVD 88
 KE0069.geopotential number by the normal gravity value computed on the
 KE0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0069.degrees latitude (g = 980.6199 gals.).
 KE0069
 KE0069.The modeled gravity was interpolated from observed gravity values.
 KE0069
 KE0069;                    North         East    Units  Estimated Accuracy
 KE0069;SPC MO W     -   335,060.      876,490.      MT  (+/- 180 meters Scaled)
 KE0069
 KE0069                          SUPERSEDED SURVEY CONTROL
 KE0069
 KE0069  NGVD 29 (??/??/92)  245.256  (m)          804.64   (f) ADJ UNCH    1 2
 KE0069
 KE0069.Superseded values are not recommended for survey control.
 KE0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0069.See file dsdata.txt to determine how the superseded data were derived.
 KE0069
 KE0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD969380(NAD 83)
 KE0069_MARKER: DB = BENCH MARK DISK
 KE0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0069_SP_SET: CONCRETE POST
 KE0069_STAMPING: E 219 1948
 KE0069_MARK LOGO: CGS   
 KE0069_PROJECTION: PROJECTING 10 CENTIMETERS
 KE0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0069+STABILITY: SURFACE MOTION
 KE0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0069+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 KE0069
 KE0069  HISTORY     - Date     Condition        Report By
 KE0069  HISTORY     - 1948     MONUMENTED       CGS
 KE0069  HISTORY     - 1960     GOOD             NGS
 KE0069  HISTORY     - 1986     GOOD             NGS
 KE0069  HISTORY     - 20051008 GOOD             GEOCAC
 KE0069
 KE0069                          STATION DESCRIPTION
 KE0069
 KE0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0069'AT SIBLEY.
 KE0069'AT SIBLEY, ABOUT 0.4 MILE (AIRLINE DISTANCE) NORTH OF THE
 KE0069'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, AT THE NORTHWEST
 KE0069'CORNER OF THE SIBLEY CEMETERY, IN LINE WITH THE WEST FACE AND 88.3
 KE0069'FEET SOUTH OF THE SOUTHWESTERLY CORNER OF THE SIBLEY SCHOOL, 16.5
 KE0069'FEET EAST OF THE CENTER LINE OF A GATE AT THE NORTHWEST CORNER OF
 KE0069'THE CEMETERY, 14.0 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD,
 KE0069'46.3 FEET WEST OF THE NORTHWEST CORNER OF THE LONG MONUMENT, 14.4
 KE0069'FEET NORTH OF THE NORTH END OF THE W.H. PEAK HEADSTONE, 0.8 FOOT
 KE0069'NORTH OF THE NORTH EDGE OF THE NORTH STONE WALL AROUND THE CEMETERY,
 KE0069'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 KE0069'GROUND.
 KE0069
 KE0069                          STATION RECOVERY (1960)
 KE0069
 KE0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0069'RECOVERED IN GOOD CONDITION.
 KE0069
 KE0069                          STATION RECOVERY (1986)
 KE0069
 KE0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0069'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN SIBLEY,
 KE0069'AT THE JUNCTION OF OSAGE AND FALCONER STREETS, NEAR THE NORTHWEST
 KE0069'CORNER OF THE SIBLEY CEMETERY, 34.1 M (111.9 FT) SOUTHEAST OF THE
 KE0069'CENTER OF OSAGE STREET, 5.1 M (16.7 FT) EAST OF THE CENTER OF A GATE,
 KE0069'4.3 M (14.1 FT) SOUTH OF THE CENTER OF FALCONER STREET, AND 0.8 M (2.6
 KE0069'FT) NORTH OF THE NORTH FACE OF A ROCK WALL.
 KE0069'THE MARK IS 0.3 M ABOVE THE STREETS.
 KE0069
 KE0069                          STATION RECOVERY (2005)
 KE0069
 KE0069'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0069'THE SIBLEY SCHOOL IS NOW THE FORT OSAGE MUSEUM AND VISITOR CENTER.
 KE0069' 
 KE0069'HANDHELD GPS COORDINATES (NAD83)N39 11 06.7 W94 11 37.1
 KE0069' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1520 ***********************************************************************
 JD1520  DESIGNATION -  E 22
 JD1520  PID         -  JD1520
 JD1520  STATE/COUNTY-  MO/ST CLAIR
 JD1520  USGS QUAD   -  OSCEOLA (1991)
 JD1520
 JD1520                         *CURRENT SURVEY CONTROL
 JD1520  ___________________________________________________________________
 JD1520* NAD 83(1986)-  38 06 01.     (N)    093 43 57.     (W)     SCALED    
 JD1520* NAVD 88     -       225.830  (meters)     740.91   (feet)  ADJUSTED  
 JD1520  ___________________________________________________________________
 JD1520  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JD1520  DYNAMIC HT  -         225.665 (meters)     740.37  (feet)  COMP
 JD1520  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 JD1520
 JD1520  VERT ORDER  -  SECOND    CLASS 0
 JD1520
 JD1520.The horizontal coordinates were scaled from a topographic map and have
 JD1520.an estimated accuracy of +/- 6 seconds.
 JD1520
 JD1520.The orthometric height was determined by differential leveling
 JD1520.and adjusted by the National Geodetic Survey in June 1991..
 JD1520
 JD1520.The geoid height was determined by GEOID03.
 JD1520
 JD1520.The dynamic height is computed by dividing the NAVD 88
 JD1520.geopotential number by the normal gravity value computed on the
 JD1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1520.degrees latitude (g = 980.6199 gals.).
 JD1520
 JD1520.The modeled gravity was interpolated from observed gravity values.
 JD1520
 JD1520;                    North         East    Units  Estimated Accuracy
 JD1520;SPC MO W     -   214,860.      917,320.      MT  (+/- 180 meters Scaled)
 JD1520
 JD1520                          SUPERSEDED SURVEY CONTROL
 JD1520
 JD1520  NGVD 29 (??/??/92)  225.714  (m)          740.53   (f) ADJ UNCH    2 0
 JD1520
 JD1520.Superseded values are not recommended for survey control.
 JD1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1520.See file dsdata.txt to determine how the superseded data were derived.
 JD1520
 JD1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC357171(NAD 83)
 JD1520_MARKER: DB = BENCH MARK DISK
 JD1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1520_STAMPING: E 22 1934
 JD1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1520+STABILITY: SURFACE MOTION
 JD1520
 JD1520  HISTORY     - Date     Condition        Report By
 JD1520  HISTORY     - 1934     MONUMENTED       CGS
 JD1520  HISTORY     - 1962     GOOD             NGS
 JD1520
 JD1520                          STATION DESCRIPTION
 JD1520
 JD1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1520'3.7 MI S FROM LOWRY CITY.
 JD1520'ABOUT 3.7 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1520'FROM THE STATION AT LOWRY CITY, AT A ROAD CROSSING IN SECTION 36,
 JD1520'T 39 N, T 26 W, 3 1/2 POLES NORTH OF MILEPOST 111, 41 FEET WEST
 JD1520'OF THE WEST RAIL, 64 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JD1520'5 1/2 FEET EAST OF A FENCE, 1.1 FEET SOUTH OF A METAL WITNESS
 JD1520'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE RAIL, AND SET IN THE
 JD1520'TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0619 ***********************************************************************
 KD0619  DESIGNATION -  E 220
 KD0619  PID         -  KD0619
 KD0619  STATE/COUNTY-  MO/LAFAYETTE
 KD0619  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0619
 KD0619                         *CURRENT SURVEY CONTROL
 KD0619  ___________________________________________________________________
 KD0619* NAD 83(1986)-  39 08 36.     (N)    093 56 52.     (W)     SCALED    
 KD0619* NAVD 88     -       212.920  (meters)     698.55   (feet)  ADJUSTED  
 KD0619  ___________________________________________________________________
 KD0619  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0619  DYNAMIC HT  -         212.786 (meters)     698.12  (feet)  COMP
 KD0619  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 KD0619
 KD0619  VERT ORDER  -  FIRST     CLASS II
 KD0619
 KD0619.The horizontal coordinates were scaled from a topographic map and have
 KD0619.an estimated accuracy of +/- 6 seconds.
 KD0619
 KD0619.The orthometric height was determined by differential leveling
 KD0619.and adjusted by the National Geodetic Survey in June 1991..
 KD0619
 KD0619.The geoid height was determined by GEOID03.
 KD0619
 KD0619.The dynamic height is computed by dividing the NAVD 88
 KD0619.geopotential number by the normal gravity value computed on the
 KD0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0619.degrees latitude (g = 980.6199 gals.).
 KD0619
 KD0619.The modeled gravity was interpolated from observed gravity values.
 KD0619
 KD0619;                    North         East    Units  Estimated Accuracy
 KD0619;SPC MO W     -   330,510.      897,740.      MT  (+/- 180 meters Scaled)
 KD0619
 KD0619                          SUPERSEDED SURVEY CONTROL
 KD0619
 KD0619  NGVD 29 (??/??/92)  212.820  (m)          698.23   (f) ADJ UNCH    1 2
 KD0619
 KD0619.Superseded values are not recommended for survey control.
 KD0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0619.See file dsdata.txt to determine how the superseded data were derived.
 KD0619
 KD0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD180331(NAD 83)
 KD0619_MARKER: DB = BENCH MARK DISK
 KD0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0619_STAMPING: E 220 1948
 KD0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0619+STABILITY: SURFACE MOTION
 KD0619
 KD0619  HISTORY     - Date     Condition        Report By
 KD0619  HISTORY     - 1948     MONUMENTED       CGS
 KD0619  HISTORY     - 1962     GOOD             NGS
 KD0619  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0619
 KD0619                          STATION DESCRIPTION
 KD0619
 KD0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0619'2.5 MI NW FROM WELLINGTON.
 KD0619'0.2 MILE NORTHWEST ALONG AN ASPHALT STREET FROM THE CITY HALL AT
 KD0619'WELLINGTON, THENCE 1.5 MILES EAST ALONG THE MISSOURI PACIFIC
 KD0619'RAILROAD, THENCE 0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 24, ON THE
 KD0619'INSIDE OF A LONG CURVE, 78 FEET WEST OF THE CENTERLINE OF THE
 KD0619'HIGHWAY, 95 FEET SOUTHWEST OF A TELEPHONE POLE WITH GUY WIRE, 41
 KD0619'FEET EAST OF THE EAST BANK OF THE CREEK, 1.4 FEET NORTH OF A
 KD0619'METAL WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET
 KD0619'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 KD0619
 KD0619                          STATION RECOVERY (1986)
 KD0619
 KD0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0438 ***********************************************************************
 JD0438  DESIGNATION -  E 221
 JD0438  PID         -  JD0438
 JD0438  STATE/COUNTY-  MO/COOPER
 JD0438  USGS QUAD   -  BOONVILLE (1979)
 JD0438
 JD0438                         *CURRENT SURVEY CONTROL
 JD0438  ___________________________________________________________________
 JD0438* NAD 83(1986)-  38 58 49.     (N)    092 44 11.     (W)     SCALED    
 JD0438* NAVD 88     -       181.175  (meters)     594.40   (feet)  ADJUSTED  
 JD0438  ___________________________________________________________________
 JD0438  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD0438  DYNAMIC HT  -         181.059 (meters)     594.02  (feet)  COMP
 JD0438  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 JD0438
 JD0438  VERT ORDER  -  FIRST     CLASS II
 JD0438
 JD0438.The horizontal coordinates were scaled from a topographic map and have
 JD0438.an estimated accuracy of +/- 6 seconds.
 JD0438
 JD0438.The orthometric height was determined by differential leveling
 JD0438.and adjusted by the National Geodetic Survey in June 1991..
 JD0438.WARNING-Repeat measurements at this control monument indicate possible
 JD0438.vertical movement.
 JD0438
 JD0438.The geoid height was determined by GEOID03.
 JD0438
 JD0438.The dynamic height is computed by dividing the NAVD 88
 JD0438.geopotential number by the normal gravity value computed on the
 JD0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0438.degrees latitude (g = 980.6199 gals.).
 JD0438
 JD0438.The modeled gravity was interpolated from observed gravity values.
 JD0438
 JD0438;                    North         East    Units  Estimated Accuracy
 JD0438;SPC MO C     -   349,270.      479,520.      MT  (+/- 180 meters Scaled)
 JD0438
 JD0438                          SUPERSEDED SURVEY CONTROL
 JD0438
 JD0438  NGVD 29 (??/??/92)  181.206  (m)          594.51   (f) ADJ UNCH    1 2
 JD0438
 JD0438.Superseded values are not recommended for survey control.
 JD0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0438.See file dsdata.txt to determine how the superseded data were derived.
 JD0438
 JD0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD228146(NAD 83)
 JD0438_MARKER: DB = BENCH MARK DISK
 JD0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0438_SP_SET: CONCRETE POST
 JD0438_STAMPING: E 221 1948
 JD0438_MARK LOGO: CGS   
 JD0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0438+STABILITY: SURFACE MOTION
 JD0438
 JD0438  HISTORY     - Date     Condition        Report By
 JD0438  HISTORY     - 1948     MONUMENTED       CGS
 JD0438  HISTORY     - 1986     GOOD             NGS
 JD0438
 JD0438                          STATION DESCRIPTION
 JD0438
 JD0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0438'AT BOONVILLE.
 JD0438'AT BOONVILLE, 0.5 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD
 JD0438'FROM THE SOUTH END OF U.S. HIGHWAY NO. 40 BRIDGE OVER THE
 JD0438'MISSOURI RIVER, 151.7 FEET SOUTHWEST OF MILEPOST NO. 170, 265.0
 JD0438'FEET EAST OF THE EAST FACE OF THE MOST EASTERLY STORAGE TANK
 JD0438'OF THE MID-CONTINENT PETROLEUM CORP. BULK PLANT, 75.7 FEET
 JD0438'SOUTHWEST OF THE CENTER LINE OF THE SOUTH END OF A CONCRETE
 JD0438'CULVERT WITH STONE HEADWALLS, 73.4 FEET SOUTHWEST OF A SWITCH
 JD0438'STAND, 51.4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 JD0438'1.3 FEET WEST OF A TELEPHONE POLE, 1.5 FEET EAST OF A REFERENCE
 JD0438'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JD0438'ABOVE THE GROUND.
 JD0438
 JD0438                          STATION RECOVERY (1986)
 JD0438
 JD0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0438'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 JD0438'DELETE--265.0 FT) EAST OF THE EAST FACE OF THE MOST EASTERLY STORAGE
 JD0438'TANK MID-CONTINENT PETROLEUM CORP. BULK TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0444 ***********************************************************************
 JD0444  DESIGNATION -  E 222
 JD0444  PID         -  JD0444
 JD0444  STATE/COUNTY-  MO/HOWARD
 JD0444  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0444
 JD0444                         *CURRENT SURVEY CONTROL
 JD0444  ___________________________________________________________________
 JD0444* NAD 83(1986)-  38 59 12.     (N)    092 45 20.     (W)     SCALED    
 JD0444* NAVD 88     -       181.553  (meters)     595.65   (feet)  ADJUSTED  
 JD0444  ___________________________________________________________________
 JD0444  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD0444  DYNAMIC HT  -         181.437 (meters)     595.26  (feet)  COMP
 JD0444  MODELED GRAV-     979,986.1   (mgal)                       NAVD 88
 JD0444
 JD0444  VERT ORDER  -  FIRST     CLASS II
 JD0444
 JD0444.The horizontal coordinates were scaled from a topographic map and have
 JD0444.an estimated accuracy of +/- 6 seconds.
 JD0444
 JD0444.The orthometric height was determined by differential leveling
 JD0444.and adjusted by the National Geodetic Survey in June 1991..
 JD0444
 JD0444.The geoid height was determined by GEOID03.
 JD0444
 JD0444.The dynamic height is computed by dividing the NAVD 88
 JD0444.geopotential number by the normal gravity value computed on the
 JD0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0444.degrees latitude (g = 980.6199 gals.).
 JD0444
 JD0444.The modeled gravity was interpolated from observed gravity values.
 JD0444
 JD0444;                    North         East    Units  Estimated Accuracy
 JD0444;SPC MO C     -   349,980.      477,860.      MT  (+/- 180 meters Scaled)
 JD0444
 JD0444                          SUPERSEDED SURVEY CONTROL
 JD0444
 JD0444  NGVD 29 (??/??/92)  181.516  (m)          595.52   (f) ADJ UNCH    1 2
 JD0444
 JD0444.Superseded values are not recommended for survey control.
 JD0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0444.See file dsdata.txt to determine how the superseded data were derived.
 JD0444
 JD0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD211153(NAD 83)
 JD0444_MARKER: DB = BENCH MARK DISK
 JD0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0444_STAMPING: E 222 1948
 JD0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0444+STABILITY: SURFACE MOTION
 JD0444
 JD0444  HISTORY     - Date     Condition        Report By
 JD0444  HISTORY     - 1948     MONUMENTED       CGS
 JD0444  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0444
 JD0444                          STATION DESCRIPTION
 JD0444
 JD0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0444'AT BOONVILLE.
 JD0444'AT BOONVILLE, 0.5 MILE WEST ALONG STATE HIGHWAY NO. 87 FROM
 JD0444'NORTH END OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER, ABOUT
 JD0444'200.0 FEET NORTH OF THE HIGHWAY, ABOUT 150.0 FEET WEST OF THE
 JD0444'MISSOURI, KANSAS AND TEXAS RAILROAD, 69.6 FEET NORTHEAST OF THE
 JD0444'SOUTHEAST CORNER OF THE FRED BUSCHMEYER FARM RESIDENCE, 28.6
 JD0444'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A FENCE AROUND THE
 JD0444'HOUSE, 18.0 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE, 1.5
 JD0444'FEET NORTHEAST OF A POWER LINE POLE, 1.5 FEET SOUTH OF A
 JD0444'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0444'0.2 FOOT ABOVE THE GROUND.
 JD0444
 JD0444                          STATION RECOVERY (1986)
 JD0444
 JD0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0446 ***********************************************************************
 JD0446  DESIGNATION -  E 223
 JD0446  PID         -  JD0446
 JD0446  STATE/COUNTY-  MO/HOWARD
 JD0446  USGS QUAD   -  BOONVILLE (1979)
 JD0446
 JD0446                         *CURRENT SURVEY CONTROL
 JD0446  ___________________________________________________________________
 JD0446* NAD 83(1986)-  38 59 29.     (N)    092 44 49.     (W)     SCALED    
 JD0446* NAVD 88     -       180.078  (meters)     590.81   (feet)  ADJUSTED  
 JD0446  ___________________________________________________________________
 JD0446  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD0446  DYNAMIC HT  -         179.963 (meters)     590.43  (feet)  COMP
 JD0446  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 JD0446
 JD0446  VERT ORDER  -  FIRST     CLASS II
 JD0446
 JD0446.This mark is at Jesse Viertel Mem Airport (VER)
 JD0446
 JD0446.The horizontal coordinates were scaled from a topographic map and have
 JD0446.an estimated accuracy of +/- 6 seconds.
 JD0446
 JD0446.The orthometric height was determined by differential leveling
 JD0446.and adjusted by the National Geodetic Survey in June 1991..
 JD0446
 JD0446.The geoid height was determined by GEOID03.
 JD0446
 JD0446.The dynamic height is computed by dividing the NAVD 88
 JD0446.geopotential number by the normal gravity value computed on the
 JD0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0446.degrees latitude (g = 980.6199 gals.).
 JD0446
 JD0446.The modeled gravity was interpolated from observed gravity values.
 JD0446
 JD0446;                    North         East    Units  Estimated Accuracy
 JD0446;SPC MO C     -   350,500.      478,610.      MT  (+/- 180 meters Scaled)
 JD0446
 JD0446                          SUPERSEDED SURVEY CONTROL
 JD0446
 JD0446  NGVD 29 (??/??/92)  180.041  (m)          590.68   (f) ADJ UNCH    1 2
 JD0446
 JD0446.Superseded values are not recommended for survey control.
 JD0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0446.See file dsdata.txt to determine how the superseded data were derived.
 JD0446
 JD0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD219158(NAD 83)
 JD0446_MARKER: DB = BENCH MARK DISK
 JD0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0446_SP_SET: CONCRETE POST
 JD0446_STAMPING: E 223 1948
 JD0446_MARK LOGO: CGS   
 JD0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0446+STABILITY: SURFACE MOTION
 JD0446
 JD0446  HISTORY     - Date     Condition        Report By
 JD0446  HISTORY     - 1948     MONUMENTED       CGS
 JD0446  HISTORY     - 1953     MARK NOT FOUND   NGS
 JD0446  HISTORY     - 1986     GOOD             NGS
 JD0446  HISTORY     - 19910722 GOOD             NGS
 JD0446
 JD0446                          STATION DESCRIPTION
 JD0446
 JD0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0446'AT BOONVILLE.
 JD0446'AT BOONVILLE, ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY NO. 40
 JD0446'FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER THE MISSOURI
 JD0446'RIVER AT BOONVILLE, AT THE BOONVILLE AIRPORT, 292.0 FEET WEST
 JD0446'OF THE CENTER LINE OF THE HIGHWAY, 152.5 FEET SOUTHWEST OF THE
 JD0446'SOUTHWEST CORNER OF A BRICK GARAGE, 54.0 FEET NORTH OF THE
 JD0446'CENTER LINE OF THE EAST-WEST RUNWAY, 3.5 FEET WEST OF THE
 JD0446'SOUTHEAST CORNER OF THE MAIN OFFICE BUILDING, 1.3 FEET SOUTH
 JD0446'OF THE SOUTH FACE OF THE BUILDING, SET IN THE TOP OF A CONCRETE
 JD0446'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JD0446
 JD0446                          STATION RECOVERY (1953)
 JD0446
 JD0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JD0446'MARK NOT FOUND.
 JD0446
 JD0446                          STATION RECOVERY (1986)
 JD0446
 JD0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0446'RECOVERED IN GOOD CONDITION.
 JD0446
 JD0446                          STATION RECOVERY (1991)
 JD0446
 JD0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DW)
 JD0446'ROUTE US 40 IS ALSO MO 5.  AIRPORT IS ALMOST ABANDONED.  WHAT WAS MAIN
 JD0446'OFFICE IS NOW AN ABANDONED WOOD SHACK.  GRAVITY BASE STATION
 JD0446'BOONVILLE, DOD 4087-1, IGB 11882.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0379 ***********************************************************************
 KD0379  DESIGNATION -  E 224
 KD0379  PID         -  KD0379
 KD0379  STATE/COUNTY-  MO/SALINE
 KD0379  USGS QUAD   -  MIAMI (1979)
 KD0379
 KD0379                         *CURRENT SURVEY CONTROL
 KD0379  ___________________________________________________________________
 KD0379* NAD 83(1986)-  39 20 44.     (N)    093 12 23.     (W)     SCALED    
 KD0379* NAVD 88     -       196.114  (meters)     643.42   (feet)  ADJUSTED  
 KD0379  ___________________________________________________________________
 KD0379  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0379  DYNAMIC HT  -         195.997 (meters)     643.03  (feet)  COMP
 KD0379  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 KD0379
 KD0379  VERT ORDER  -  FIRST     CLASS II
 KD0379
 KD0379.The horizontal coordinates were scaled from a topographic map and have
 KD0379.an estimated accuracy of +/- 6 seconds.
 KD0379
 KD0379.The orthometric height was determined by differential leveling
 KD0379.and adjusted by the National Geodetic Survey in June 1991..
 KD0379
 KD0379.The geoid height was determined by GEOID03.
 KD0379
 KD0379.The dynamic height is computed by dividing the NAVD 88
 KD0379.geopotential number by the normal gravity value computed on the
 KD0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0379.degrees latitude (g = 980.6199 gals.).
 KD0379
 KD0379.The modeled gravity was interpolated from observed gravity values.
 KD0379
 KD0379;                    North         East    Units  Estimated Accuracy
 KD0379;SPC MO C     -   390,030.      439,110.      MT  (+/- 180 meters Scaled)
 KD0379
 KD0379                          SUPERSEDED SURVEY CONTROL
 KD0379
 KD0379  NGVD 29 (??/??/92)  196.096  (m)          643.36   (f) ADJ UNCH    1 2
 KD0379
 KD0379.Superseded values are not recommended for survey control.
 KD0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0379.See file dsdata.txt to determine how the superseded data were derived.
 KD0379
 KD0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD822551(NAD 83)
 KD0379_MARKER: DB = BENCH MARK DISK
 KD0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0379_STAMPING: E 224 1948
 KD0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0379+STABILITY: SURFACE MOTION
 KD0379
 KD0379  HISTORY     - Date     Condition        Report By
 KD0379  HISTORY     - 1948     MONUMENTED       CGS
 KD0379
 KD0379                          STATION DESCRIPTION
 KD0379
 KD0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0379'1.8 MI NE FROM MIAMI.
 KD0379'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0379'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0379'1.0 MILE NORTHEAST, 0.7 MILE NORTH AND 0.1 MILE EAST ALONG DIRT
 KD0379'ROADS, 0.1 MILE EAST OF THE POINT WHERE THE ROAD FROM THE SOUTH
 KD0379'MAKES A 90-DEGREE TURN TO THE EAST, IN THE NORTHWEST CORNER OF
 KD0379'A PECAN GROVE AND PASTURE, 0.15 MILE WEST OF PBM 172, 27.0 FEET
 KD0379'SOUTH OF THE CENTER LINE OF THE ROAD, 20.0 FEET EAST OF A 24-INCH
 KD0379'PECAN TREE, 6.0 FEET EAST OF A FENCE CORNER, 1.2 FOOT SOUTH OF
 KD0379'A FENCE, 2.0 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 KD0379'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0673 ***********************************************************************
 HC0673  DESIGNATION -  E 225
 HC0673  PID         -  HC0673
 HC0673  STATE/COUNTY-  MO/PHELPS
 HC0673  USGS QUAD   -  DILLON (1992)
 HC0673
 HC0673                         *CURRENT SURVEY CONTROL
 HC0673  ___________________________________________________________________
 HC0673* NAD 83(1986)-  37 58 31.     (N)    091 44 05.     (W)     SCALED    
 HC0673* NAVD 88     -       359.038  (meters)    1177.94   (feet)  ADJUSTED  
 HC0673  ___________________________________________________________________
 HC0673  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HC0673  DYNAMIC HT  -         358.773 (meters)    1177.07  (feet)  COMP
 HC0673  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 HC0673
 HC0673  VERT ORDER  -  FIRST     CLASS II
 HC0673
 HC0673.The horizontal coordinates were scaled from a topographic map and have
 HC0673.an estimated accuracy of +/- 6 seconds.
 HC0673
 HC0673.The orthometric height was determined by differential leveling
 HC0673.and adjusted by the National Geodetic Survey in June 1991..
 HC0673
 HC0673.The geoid height was determined by GEOID03.
 HC0673
 HC0673.The dynamic height is computed by dividing the NAVD 88
 HC0673.geopotential number by the normal gravity value computed on the
 HC0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0673.degrees latitude (g = 980.6199 gals.).
 HC0673
 HC0673.The modeled gravity was interpolated from observed gravity values.
 HC0673
 HC0673;                    North         East    Units  Estimated Accuracy
 HC0673;SPC MO C     -   237,970.      567,240.      MT  (+/- 180 meters Scaled)
 HC0673
 HC0673                          SUPERSEDED SURVEY CONTROL
 HC0673
 HC0673  NGVD 29 (??/??/92)  358.995  (m)         1177.80   (f) ADJ UNCH    1 2
 HC0673
 HC0673.Superseded values are not recommended for survey control.
 HC0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0673.See file dsdata.txt to determine how the superseded data were derived.
 HC0673
 HC0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC111038(NAD 83)
 HC0673_MARKER: DB = BENCH MARK DISK
 HC0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0673_STAMPING: E 225 1949
 HC0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0673+STABILITY: SURFACE MOTION
 HC0673
 HC0673  HISTORY     - Date     Condition        Report By
 HC0673  HISTORY     - 1949     MONUMENTED       CGS
 HC0673  HISTORY     - 19840921 GOOD             USPSQD
 HC0673
 HC0673                          STATION DESCRIPTION
 HC0673
 HC0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0673'2.8 MI NE FROM ROLLA.
 HC0673'ABOUT 2.85 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HC0673'RAILWAY FROM THE STATION AT ROLLA, ABOUT 0.3 MILE WEST OF A
 HC0673'GRAVEL ROAD CROSSING, 77.5 FEET WEST-SOUTHWEST OF THE WEST END
 HC0673'OF THE SOUTH HEADWALL OF A 1.5 FOOT CONCRETE CULVERT UNDER
 HC0673'U.S. HIGHWAY 66, 68.9 FEET NORTHWEST OF AND ACROSS THE TRACK
 HC0673'FROM W SIGN, 37.5 FEET EAST OF MILE POLE 107-27, 45.4 FEET SOUTH
 HC0673'OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF THE NORTH
 HC0673'RAIL, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 HC0673'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HC0673'4 INCHES.
 HC0673
 HC0673                          STATION RECOVERY (1984)
 HC0673
 HC0673'RECOVERY NOTE BY US POWER SQUADRON 1984 (VPT)
 HC0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0779 ***********************************************************************
 JC0779  DESIGNATION -  E 226
 JC0779  PID         -  JC0779
 JC0779  STATE/COUNTY-  MO/CRAWFORD
 JC0779  USGS QUAD   -  SULLIVAN (1980)
 JC0779
 JC0779                         *CURRENT SURVEY CONTROL
 JC0779  ___________________________________________________________________
 JC0779* NAD 83(1986)-  38 09 20.     (N)    091 14 16.     (W)     SCALED    
 JC0779* NAVD 88     -       284.010  (meters)     931.79   (feet)  ADJUSTED  
 JC0779  ___________________________________________________________________
 JC0779  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 JC0779  DYNAMIC HT  -         283.812 (meters)     931.14  (feet)  COMP
 JC0779  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 JC0779
 JC0779  VERT ORDER  -  FIRST     CLASS II
 JC0779
 JC0779.The horizontal coordinates were scaled from a topographic map and have
 JC0779.an estimated accuracy of +/- 6 seconds.
 JC0779
 JC0779.The orthometric height was determined by differential leveling
 JC0779.and adjusted by the National Geodetic Survey in June 1991..
 JC0779
 JC0779.The geoid height was determined by GEOID03.
 JC0779
 JC0779.The dynamic height is computed by dividing the NAVD 88
 JC0779.geopotential number by the normal gravity value computed on the
 JC0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0779.degrees latitude (g = 980.6199 gals.).
 JC0779
 JC0779.The modeled gravity was interpolated from observed gravity values.
 JC0779
 JC0779;                    North         East    Units  Estimated Accuracy
 JC0779;SPC MO E     -   257,960.      185,340.      MT  (+/- 180 meters Scaled)
 JC0779
 JC0779                          SUPERSEDED SURVEY CONTROL
 JC0779
 JC0779  NGVD 29 (??/??/92)  284.020  (m)          931.82   (f) ADJ UNCH    1 2
 JC0779
 JC0779.Superseded values are not recommended for survey control.
 JC0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0779.See file dsdata.txt to determine how the superseded data were derived.
 JC0779
 JC0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC543245(NAD 83)
 JC0779_MARKER: DB = BENCH MARK DISK
 JC0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0779_STAMPING: E 226 1949
 JC0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0779+STABILITY: SURFACE MOTION
 JC0779
 JC0779  HISTORY     - Date     Condition        Report By
 JC0779  HISTORY     - 1949     MONUMENTED       CGS
 JC0779
 JC0779                          STATION DESCRIPTION
 JC0779
 JC0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0779'0.6 MI NE FROM BOURBON.
 JC0779'ABOUT 0.6 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0779'FROM THE STATION AT BOURBON, ABOUT 0.1 MILE EAST OF ST. FRANCIS
 JC0779'CHURCH, AT A PUBLIC ROAD CROSSING, ABOUT 90 YARDS NORTHEAST OF
 JC0779'SEMAPHORE 73.9, 51.5 FEET SOUTH OF THE CENTER OF THE CROSSING, 47.5
 JC0779'FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL, 12 FEET WEST OF
 JC0779'THE R/W FENCE CORNER, 1 FOOT NORTH-NORTHWEST OF THE R/W FENCE, 2
 JC0779'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET BELOW THE
 JC0779'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JC0779'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0428 ***********************************************************************
 JC0428  DESIGNATION -  E 227
 JC0428  PID         -  JC0428
 JC0428  STATE/COUNTY-  MO/FRANKLIN
 JC0428  USGS QUAD   -  ST CLAIR (1969)
 JC0428
 JC0428                         *CURRENT SURVEY CONTROL
 JC0428  ___________________________________________________________________
 JC0428* NAD 83(1986)-  38 20 33.     (N)    090 59 17.     (W)     SCALED    
 JC0428* NAVD 88     -       234.986  (meters)     770.95   (feet)  ADJUSTED  
 JC0428  ___________________________________________________________________
 JC0428  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JC0428  DYNAMIC HT  -         234.830 (meters)     770.44  (feet)  COMP
 JC0428  MODELED GRAV-     979,957.0   (mgal)                       NAVD 88
 JC0428
 JC0428  VERT ORDER  -  FIRST     CLASS II
 JC0428
 JC0428.The horizontal coordinates were scaled from a topographic map and have
 JC0428.an estimated accuracy of +/- 6 seconds.
 JC0428
 JC0428.The orthometric height was determined by differential leveling
 JC0428.and adjusted by the National Geodetic Survey in June 1991..
 JC0428
 JC0428.The geoid height was determined by GEOID03.
 JC0428
 JC0428.The dynamic height is computed by dividing the NAVD 88
 JC0428.geopotential number by the normal gravity value computed on the
 JC0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0428.degrees latitude (g = 980.6199 gals.).
 JC0428
 JC0428.The modeled gravity was interpolated from observed gravity values.
 JC0428
 JC0428;                    North         East    Units  Estimated Accuracy
 JC0428;SPC MO E     -   278,560.      207,340.      MT  (+/- 180 meters Scaled)
 JC0428
 JC0428                          SUPERSEDED SURVEY CONTROL
 JC0428
 JC0428  NGVD 29 (??/??/92)  235.031  (m)          771.10   (f) ADJ UNCH    1 2
 JC0428
 JC0428.Superseded values are not recommended for survey control.
 JC0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0428.See file dsdata.txt to determine how the superseded data were derived.
 JC0428
 JC0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC758457(NAD 83)
 JC0428_MARKER: DB = BENCH MARK DISK
 JC0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0428_SP_SET: OVERPASS
 JC0428_STAMPING: E 227 1949
 JC0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0428
 JC0428  HISTORY     - Date     Condition        Report By
 JC0428  HISTORY     - 1949     MONUMENTED       CGS
 JC0428  HISTORY     - 1972     GOOD             NGS
 JC0428
 JC0428                          STATION DESCRIPTION
 JC0428
 JC0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0428'AT ST CLAIR.
 JC0428'AT ST. CLAIR, IN THE WEST PART OF TOWN, ABOUT 0.55 MILE SOUTHWEST
 JC0428'ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION,
 JC0428'SET VERTICALLY AND 1.5 FEET ABOVE THE GROUND IN THE NORTHWEST
 JC0428'FACE OF THE EAST PIER OF STATE HIGHWAY 30 CONCRETE OVERPASS,
 JC0428'7.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 JC0428'1.8 FEET NORTHEAST OF THE SOUTHWEST END OF THE PIER AND 1 FOOT
 JC0428'ABOVE THE LEVEL OF THE TRACK.
 JC0428
 JC0428                          STATION RECOVERY (1972)
 JC0428
 JC0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JC0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0865 ***********************************************************************
 HD0865  DESIGNATION -  E 23
 HD0865  PID         -  HD0865
 HD0865  STATE/COUNTY-  MO/POLK
 HD0865  USGS QUAD   -  ALDRICH (1981)
 HD0865
 HD0865                         *CURRENT SURVEY CONTROL
 HD0865  ___________________________________________________________________
 HD0865* NAD 83(1986)-  37 30 20.     (N)    093 32 57.     (W)     SCALED    
 HD0865* NAVD 88     -       311.788  (meters)    1022.92   (feet)  ADJUSTED  
 HD0865  ___________________________________________________________________
 HD0865  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HD0865  DYNAMIC HT  -         311.547 (meters)    1022.13  (feet)  COMP
 HD0865  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 HD0865
 HD0865  VERT ORDER  -  SECOND    CLASS 0
 HD0865
 HD0865.The horizontal coordinates were scaled from a topographic map and have
 HD0865.an estimated accuracy of +/- 6 seconds.
 HD0865
 HD0865.The orthometric height was determined by differential leveling
 HD0865.and adjusted by the National Geodetic Survey in June 1991..
 HD0865
 HD0865.The geoid height was determined by GEOID03.
 HD0865
 HD0865.The dynamic height is computed by dividing the NAVD 88
 HD0865.geopotential number by the normal gravity value computed on the
 HD0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0865.degrees latitude (g = 980.6199 gals.).
 HD0865
 HD0865.The modeled gravity was interpolated from observed gravity values.
 HD0865
 HD0865;                    North         East    Units  Estimated Accuracy
 HD0865;SPC MO C     -   186,070.      407,240.      MT  (+/- 180 meters Scaled)
 HD0865
 HD0865                          SUPERSEDED SURVEY CONTROL
 HD0865
 HD0865.No superseded survey control is available for this station.
 HD0865
 HD0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB514510(NAD 83)
 HD0865_MARKER: DB = BENCH MARK DISK
 HD0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0865_STAMPING: E 23 1934
 HD0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0865+STABILITY: SURFACE MOTION
 HD0865
 HD0865  HISTORY     - Date     Condition        Report By
 HD0865  HISTORY     - 1934     MONUMENTED       CGS
 HD0865
 HD0865                          STATION DESCRIPTION
 HD0865
 HD0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0865'1.7 MI N FROM EUDORA.
 HD0865'1.7 MILES NORTH ALONG THE ABANDONED ST. LOUIS-SAN FRANCISCO
 HD0865'RAILWAY FROM EUDORA, POLK COUNTY, 150 FEET SOUTHEAST OF THE
 HD0865'CENTER OF A ROAD CROSSING, AND 48 FEET EAST OF THE CENTERLINE
 HD0865'OF THE OLD ROADBED.  A STANDARD DISK, STAMPED E 23 1934 AND
 HD0865'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0142 ***********************************************************************
 KE0142  DESIGNATION -  E 231 RESET
 KE0142  PID         -  KE0142
 KE0142  STATE/COUNTY-  MO/JACKSON
 KE0142  USGS QUAD   -  INDEPENDENCE (1990)
 KE0142
 KE0142                         *CURRENT SURVEY CONTROL
 KE0142  ___________________________________________________________________
 KE0142* NAD 83(1986)-  39 04 44.     (N)    094 25 10.     (W)     SCALED    
 KE0142* NAVD 88     -       301.46   (meters)     989.0    (feet)  RESET     
 KE0142  ___________________________________________________________________
 KE0142  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0142
 KE0142  VERT ORDER  -  THIRD
 KE0142
 KE0142.The horizontal coordinates were scaled from a topographic map and have
 KE0142.an estimated accuracy of +/- 6 seconds.
 KE0142
 KE0142.The orthometric height was computed from unverified reset data.
 KE0142
 KE0142.The geoid height was determined by GEOID03.
 KE0142
 KE0142;                    North         East    Units  Estimated Accuracy
 KE0142;SPC MO W     -   323,210.      856,970.      MT  (+/- 180 meters Scaled)
 KE0142
 KE0142                          SUPERSEDED SURVEY CONTROL
 KE0142
 KE0142  NGVD 29 (??/??/??)  301.37   (m)          988.7    (f) RESET       3  
 KE0142
 KE0142.Superseded values are not recommended for survey control.
 KE0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0142.See file dsdata.txt to determine how the superseded data were derived.
 KE0142
 KE0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD772264(NAD 83)
 KE0142_MARKER: DB = BENCH MARK DISK
 KE0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0142_SP_SET: CULVERT
 KE0142_STAMPING: E 231 RESET 1967
 KE0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0142
 KE0142  HISTORY     - Date     Condition        Report By
 KE0142  HISTORY     - 1967     MONUMENTED       MOHC
 KE0142  HISTORY     - 1981     GOOD             NGS
 KE0142  HISTORY     - 20010331 GOOD             NGS
 KE0142
 KE0142                          STATION DESCRIPTION
 KE0142
 KE0142'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1967
 KE0142'1.3 MI SE FROM INDEPENDENCE.
 KE0142'1.3 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0142'THE STATION AT INDEPENDENCE, AT THE CROSSING OF THE ALTON
 KE0142'AVENUE OVERPASS, 63 FEET SOUTH OF THE CENTER LINE OF THE BRIDGE,
 KE0142'14.3 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF THE CENTER
 KE0142'OF THE NEW SOUTH HEADWALL OF THE 2.5 X 4 FOOT CONCRETE BOX
 KE0142'CULVERT EXTENSION UNDER THE SOUTHEAST CORNER OF THE ALTON
 KE0142'AVENUE OVERPASS.
 KE0142
 KE0142                          STATION RECOVERY (1981)
 KE0142
 KE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0142'RECOVERED IN GOOD CONDITION.
 KE0142
 KE0142                          STATION RECOVERY (2001)
 KE0142
 KE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0142'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0460 ***********************************************************************
 KD0460  DESIGNATION -  E 232
 KD0460  PID         -  KD0460
 KD0460  STATE/COUNTY-  MO/SALINE
 KD0460  USGS QUAD   -  BLACKBURN (1978)
 KD0460
 KD0460                         *CURRENT SURVEY CONTROL
 KD0460  ___________________________________________________________________
 KD0460* NAD 83(1986)-  39 01 24.     (N)    093 25 02.     (W)     SCALED    
 KD0460* NAVD 88     -       215.524  (meters)     707.10   (feet)  ADJUSTED  
 KD0460  ___________________________________________________________________
 KD0460  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0460  DYNAMIC HT  -         215.386 (meters)     706.65  (feet)  COMP
 KD0460  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 KD0460
 KD0460  VERT ORDER  -  FIRST     CLASS II
 KD0460
 KD0460.The horizontal coordinates were scaled from a topographic map and have
 KD0460.an estimated accuracy of +/- 6 seconds.
 KD0460
 KD0460.The orthometric height was determined by differential leveling
 KD0460.and adjusted by the National Geodetic Survey in June 1991..
 KD0460.WARNING-Repeat measurements at this control monument indicate possible
 KD0460.vertical movement.
 KD0460
 KD0460.The geoid height was determined by GEOID03.
 KD0460
 KD0460.The dynamic height is computed by dividing the NAVD 88
 KD0460.geopotential number by the normal gravity value computed on the
 KD0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0460.degrees latitude (g = 980.6199 gals.).
 KD0460
 KD0460.The modeled gravity was interpolated from observed gravity values.
 KD0460
 KD0460;                    North         East    Units  Estimated Accuracy
 KD0460;SPC MO C     -   354,420.      420,580.      MT  (+/- 180 meters Scaled)
 KD0460
 KD0460                          SUPERSEDED SURVEY CONTROL
 KD0460
 KD0460  NGVD 29 (??/??/92)  215.440  (m)          706.82   (f) ADJ UNCH    1 2
 KD0460
 KD0460.Superseded values are not recommended for survey control.
 KD0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0460.See file dsdata.txt to determine how the superseded data were derived.
 KD0460
 KD0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD638194(NAD 83)
 KD0460_MARKER: DB = BENCH MARK DISK
 KD0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0460_STAMPING: E 232 1950
 KD0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0460+STABILITY: SURFACE MOTION
 KD0460
 KD0460  HISTORY     - Date     Condition        Report By
 KD0460  HISTORY     - 1950     MONUMENTED       CGS
 KD0460  HISTORY     - 1962     GOOD             NGS
 KD0460
 KD0460                          STATION DESCRIPTION
 KD0460
 KD0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KD0460'4.4 MI N FROM SWEET SPRINGS.
 KD0460'4.4 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0460'SCHOOL AT SWEET SPRINGS, 111 FEET SOUTH OF THE SOUTHEAST CORNER
 KD0460'OF THE KENNEDY SCHOOL BUILDING, 61 FEET WEST OF THE CENTER LINE
 KD0460'OF THE HIGHWAY, 55 FEET SOUTHWEST OF A POWER LINE POLE, 29 FEET
 KD0460'WEST OF A FENCE CORNER, 9.0 FEET WEST OF A 5-INCH PIN OAK TREE,
 KD0460'1.5 FEET NORTH OF THE SOUTH SCHOOLYARD FENCE, AND SET IN THE
 KD0460'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KD0460
 KD0460                          STATION RECOVERY (1962)
 KD0460
 KD0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0921 ***********************************************************************
 JC0921  DESIGNATION -  E 234
 JC0921  PID         -  JC0921
 JC0921  STATE/COUNTY-  MO/MARIES
 JC0921  USGS QUAD   -  VIENNA (1981)
 JC0921
 JC0921                         *CURRENT SURVEY CONTROL
 JC0921  ___________________________________________________________________
 JC0921* NAD 83(1986)-  38 10 20.     (N)    091 56 47.     (W)     SCALED    
 JC0921* NAVD 88     -       288.470  (meters)     946.42   (feet)  ADJUSTED  
 JC0921  ___________________________________________________________________
 JC0921  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JC0921  DYNAMIC HT  -         288.267 (meters)     945.76  (feet)  COMP
 JC0921  MODELED GRAV-     979,917.7   (mgal)                       NAVD 88
 JC0921
 JC0921  VERT ORDER  -  FIRST     CLASS II
 JC0921
 JC0921.The horizontal coordinates were scaled from a topographic map and have
 JC0921.an estimated accuracy of +/- 6 seconds.
 JC0921
 JC0921.The orthometric height was determined by differential leveling
 JC0921.and adjusted by the National Geodetic Survey in June 1991..
 JC0921
 JC0921.The geoid height was determined by GEOID03.
 JC0921
 JC0921.The dynamic height is computed by dividing the NAVD 88
 JC0921.geopotential number by the normal gravity value computed on the
 JC0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0921.degrees latitude (g = 980.6199 gals.).
 JC0921
 JC0921.The modeled gravity was interpolated from observed gravity values.
 JC0921
 JC0921;                    North         East    Units  Estimated Accuracy
 JC0921;SPC MO C     -   259,690.      548,510.      MT  (+/- 180 meters Scaled)
 JC0921
 JC0921                          SUPERSEDED SURVEY CONTROL
 JC0921
 JC0921  NGVD 29 (??/??/92)  288.430  (m)          946.29   (f) ADJ UNCH    1 2
 JC0921
 JC0921.Superseded values are not recommended for survey control.
 JC0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0921.See file dsdata.txt to determine how the superseded data were derived.
 JC0921
 JC0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC922254(NAD 83)
 JC0921_MARKER: DB = BENCH MARK DISK
 JC0921_SETTING: 66 = SET IN ROCK OUTCROP
 JC0921_SP_SET: ROCK OUTCROP
 JC0921_STAMPING: E 234 1950
 JC0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0921+STABILITY: POSITION/ELEVATION WELL
 JC0921
 JC0921  HISTORY     - Date     Condition        Report By
 JC0921  HISTORY     - 1950     MONUMENTED       CGS
 JC0921  HISTORY     - 19860816 MARK NOT FOUND   NGS
 JC0921
 JC0921                          STATION DESCRIPTION
 JC0921
 JC0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JC0921'1 MI S FROM VIENNA.
 JC0921'1.0 MILE SOUTH ALONG U.S. HIGHWAY 63 FROM THE SCHOOL AT VIENNA,
 JC0921'ON THE SIDE OF A HILL SLOPING DOWN TO THE SOUTH, 40 FEET EAST
 JC0921'OF THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTHWEST OF A CORNER
 JC0921'FENCE POST, 21.5 FEET NORTHEAST OF TELEPHONE POLE 964, 13 FEET
 JC0921'SOUTHEAST OF THE CENTER OF A WIRE GATE, 9.5 FEET EAST OF A FENCE,
 JC0921'ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 JC0921'OF A ROCK OUTCROP WHICH IS ABOUT LEVEL WITH THE GROUND.
 JC0921
 JC0921                          STATION RECOVERY (1986)
 JC0921
 JC0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0794 ***********************************************************************
 HD0794  DESIGNATION -  E 24
 HD0794  PID         -  HD0794
 HD0794  STATE/COUNTY-  MO/CEDAR
 HD0794  USGS QUAD   -  STOCKTON (1981)
 HD0794
 HD0794                         *CURRENT SURVEY CONTROL
 HD0794  ___________________________________________________________________
 HD0794* NAD 83(1986)-  37 42 10.     (N)    093 50 44.     (W)     SCALED    
 HD0794* NAVD 88     -       280.956  (meters)     921.77   (feet)  ADJUSTED  
 HD0794  ___________________________________________________________________
 HD0794  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HD0794  DYNAMIC HT  -         280.745 (meters)     921.08  (feet)  COMP
 HD0794  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 HD0794
 HD0794  VERT ORDER  -  SECOND    CLASS 0
 HD0794
 HD0794.The horizontal coordinates were scaled from a topographic map and have
 HD0794.an estimated accuracy of +/- 6 seconds.
 HD0794
 HD0794.The orthometric height was determined by differential leveling
 HD0794.and adjusted by the National Geodetic Survey in June 1991..
 HD0794
 HD0794.The geoid height was determined by GEOID03.
 HD0794
 HD0794.The dynamic height is computed by dividing the NAVD 88
 HD0794.geopotential number by the normal gravity value computed on the
 HD0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0794.degrees latitude (g = 980.6199 gals.).
 HD0794
 HD0794.The modeled gravity was interpolated from observed gravity values.
 HD0794
 HD0794;                    North         East    Units  Estimated Accuracy
 HD0794;SPC MO W     -   170,660.      907,710.      MT  (+/- 180 meters Scaled)
 HD0794
 HD0794                          SUPERSEDED SURVEY CONTROL
 HD0794
 HD0794  NGVD 29 (??/??/92)  280.841  (m)          921.39   (f) ADJ UNCH    2 0
 HD0794
 HD0794.Superseded values are not recommended for survey control.
 HD0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0794.See file dsdata.txt to determine how the superseded data were derived.
 HD0794
 HD0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB254731(NAD 83)
 HD0794_MARKER: DB = BENCH MARK DISK
 HD0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0794_STAMPING: E 24 1934
 HD0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0794+STABILITY: SURFACE MOTION
 HD0794
 HD0794  HISTORY     - Date     Condition        Report By
 HD0794  HISTORY     - 1934     MONUMENTED       CGS
 HD0794  HISTORY     - 1940     GOOD             NGS
 HD0794
 HD0794                          STATION DESCRIPTION
 HD0794
 HD0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HD0794'2.7 MI NW FROM STOCKTON.
 HD0794'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE COUNTY
 HD0794'COURTHOUSE AT STOCKTON, CEDAR COUNTY, ON THE INSIDE OF A RIGHT
 HD0794'ANGLE CURVE, 28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HD0794'AND 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 HD0794'DISK, STAMPED E 24 1934 AND SET IN THE TOP OF A CONCRETE POST
 HD0794'PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1468 ***********************************************************************
 JD1468  DESIGNATION -  E 245
 JD1468  PID         -  JD1468
 JD1468  STATE/COUNTY-  MO/HENRY
 JD1468  USGS QUAD   -  CALHOUN WEST (1981)
 JD1468
 JD1468                         *CURRENT SURVEY CONTROL
 JD1468  ___________________________________________________________________
 JD1468* NAD 83(1986)-  38 26 00.     (N)    093 41 40.     (W)     SCALED    
 JD1468* NAVD 88     -       240.837  (meters)     790.15   (feet)  ADJUSTED  
 JD1468  ___________________________________________________________________
 JD1468  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JD1468  DYNAMIC HT  -         240.671 (meters)     789.60  (feet)  COMP
 JD1468  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 JD1468
 JD1468  VERT ORDER  -  SECOND    CLASS 0
 JD1468
 JD1468.The horizontal coordinates were scaled from a topographic map and have
 JD1468.an estimated accuracy of +/- 6 seconds.
 JD1468
 JD1468.The orthometric height was determined by differential leveling
 JD1468.and adjusted by the National Geodetic Survey in June 1991..
 JD1468
 JD1468.The geoid height was determined by GEOID03.
 JD1468
 JD1468.The dynamic height is computed by dividing the NAVD 88
 JD1468.geopotential number by the normal gravity value computed on the
 JD1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1468.degrees latitude (g = 980.6199 gals.).
 JD1468
 JD1468.The modeled gravity was interpolated from observed gravity values.
 JD1468
 JD1468;                    North         East    Units  Estimated Accuracy
 JD1468;SPC MO W     -   251,860.      920,330.      MT  (+/- 180 meters Scaled)
 JD1468
 JD1468                          SUPERSEDED SURVEY CONTROL
 JD1468
 JD1468  NGVD 29 (??/??/92)  240.724  (m)          789.78   (f) ADJ UNCH    2 0
 JD1468
 JD1468.Superseded values are not recommended for survey control.
 JD1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1468.See file dsdata.txt to determine how the superseded data were derived.
 JD1468
 JD1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC393541(NAD 83)
 JD1468_MARKER: DB = BENCH MARK DISK
 JD1468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1468_SP_SET: CULVERT
 JD1468_STAMPING: E 245 1962
 JD1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1468
 JD1468  HISTORY     - Date     Condition        Report By
 JD1468  HISTORY     - 1962     MONUMENTED       CGS
 JD1468
 JD1468                          STATION DESCRIPTION
 JD1468
 JD1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1468'4.5 MI SW FROM CALHOUN.
 JD1468'ABOUT 4.5 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1468'RAILROAD FROM THE STATION AT CALHOUN OR ABOUT 6.1 MILES
 JD1468'NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM THE
 JD1468'ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT CLINTON, IN SECTION
 JD1468'16, T 42 N, R 25 W, 2 1/2 POLES NORTHEAST OF MILEPOST 260, 19
 JD1468'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 10 FEET
 JD1468'BELOW THE LEVEL OF THE RAILS AND ABOUT LEVEL WITH THE HIGHWAY,
 JD1468'AND SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 JD1468'HEADWALL OF A BOX TYPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0841 ***********************************************************************
 JD0841  DESIGNATION -  E 246
 JD0841  PID         -  JD0841
 JD0841  STATE/COUNTY-  MO/PETTIS
 JD0841  USGS QUAD   -  SEDALIA WEST (1973)
 JD0841
 JD0841                         *CURRENT SURVEY CONTROL
 JD0841  ___________________________________________________________________
 JD0841* NAD 83(1986)-  38 39 02.     (N)    093 20 39.     (W)     SCALED    
 JD0841* NAVD 88     -       274.532  (meters)     900.69   (feet)  ADJUSTED  
 JD0841  ___________________________________________________________________
 JD0841  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0841  DYNAMIC HT  -         274.342 (meters)     900.07  (feet)  COMP
 JD0841  MODELED GRAV-     979,929.8   (mgal)                       NAVD 88
 JD0841
 JD0841  VERT ORDER  -  SECOND    CLASS 0
 JD0841
 JD0841.The horizontal coordinates were scaled from a topographic map and have
 JD0841.an estimated accuracy of +/- 6 seconds.
 JD0841
 JD0841.The orthometric height was determined by differential leveling
 JD0841.and adjusted by the National Geodetic Survey in June 1991..
 JD0841
 JD0841.The geoid height was determined by GEOID03.
 JD0841
 JD0841.The dynamic height is computed by dividing the NAVD 88
 JD0841.geopotential number by the normal gravity value computed on the
 JD0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0841.degrees latitude (g = 980.6199 gals.).
 JD0841
 JD0841.The modeled gravity was interpolated from observed gravity values.
 JD0841
 JD0841;                    North         East    Units  Estimated Accuracy
 JD0841;SPC MO C     -   312,980.      426,520.      MT  (+/- 180 meters Scaled)
 JD0841
 JD0841                          SUPERSEDED SURVEY CONTROL
 JD0841
 JD0841  NGVD 29 (??/??/92)  274.428  (m)          900.35   (f) ADJ UNCH    2 0
 JD0841
 JD0841.Superseded values are not recommended for survey control.
 JD0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0841.See file dsdata.txt to determine how the superseded data were derived.
 JD0841
 JD0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC700780(NAD 83)
 JD0841_MARKER: DB = BENCH MARK DISK
 JD0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0841+STABILITY: SURFACE MOTION
 JD0841
 JD0841  HISTORY     - Date     Condition        Report By
 JD0841  HISTORY     - UNK      MONUMENTED       CGS
 JD0841  HISTORY     - 1962     GOOD             NGS
 JD0841
 JD0841                          STATION DESCRIPTION
 JD0841
 JD0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0841'4.2 MI NE FROM GREEN RIDGE.
 JD0841'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE POST OFFICE
 JD0841'AT GREEN RIDGE, THENCE 4.15 MILES NORTHEAST ALONG THE MISSOURI,
 JD0841'KANSAS AND TEXAS RAILROAD, 87 FEET SOUTHEAST OF AND ACROSS THE
 JD0841'TRACK FROM THE 2ND TELEPHONE POLE SOUTHWEST OF MILE POST 235,
 JD0841'36 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN SECTION 27, T 45 N,
 JD0841'R 22 W, 55 FEET WEST-SOUTHWEST OF A LONE OAK TREE LOCATED IN THE
 JD0841'WEST EDGE OF A FIELD, 12 FEET NORTHWEST OF A FENCE, 1.5 FEET
 JD0841'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS,
 JD0841'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0465 ***********************************************************************
 JE0465  DESIGNATION -  E 247
 JE0465  PID         -  JE0465
 JE0465  STATE/COUNTY-  MO/ST CLAIR
 JE0465  USGS QUAD   -  ROCKVILLE (1991)
 JE0465
 JE0465                         *CURRENT SURVEY CONTROL
 JE0465  ___________________________________________________________________
 JE0465* NAD 83(1986)-  38 00 03.     (N)    094 01 19.     (W)     SCALED    
 JE0465* NAVD 88     -       222.729  (meters)     730.74   (feet)  ADJUSTED  
 JE0465  ___________________________________________________________________
 JE0465  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE0465  DYNAMIC HT  -         222.565 (meters)     730.20  (feet)  COMP
 JE0465  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 JE0465
 JE0465  VERT ORDER  -  SECOND    CLASS 0
 JE0465
 JE0465.The horizontal coordinates were scaled from a topographic map and have
 JE0465.an estimated accuracy of +/- 6 seconds.
 JE0465
 JE0465.The orthometric height was determined by differential leveling
 JE0465.and adjusted by the National Geodetic Survey in June 1991..
 JE0465
 JE0465.The geoid height was determined by GEOID03.
 JE0465
 JE0465.The dynamic height is computed by dividing the NAVD 88
 JE0465.geopotential number by the normal gravity value computed on the
 JE0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0465.degrees latitude (g = 980.6199 gals.).
 JE0465
 JE0465.The modeled gravity was interpolated from observed gravity values.
 JE0465
 JE0465;                    North         East    Units  Estimated Accuracy
 JE0465;SPC MO W     -   203,650.      891,990.      MT  (+/- 180 meters Scaled)
 JE0465
 JE0465                          SUPERSEDED SURVEY CONTROL
 JE0465
 JE0465  NGVD 29 (??/??/92)  222.628  (m)          730.41   (f) ADJ UNCH    2 0
 JE0465
 JE0465.Superseded values are not recommended for survey control.
 JE0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0465.See file dsdata.txt to determine how the superseded data were derived.
 JE0465
 JE0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC102064(NAD 83)
 JE0465_MARKER: DB = BENCH MARK DISK
 JE0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0465_SP_SET: BRIDGE ABUTMENT
 JE0465_STAMPING: E 247 1962
 JE0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0465
 JE0465  HISTORY     - Date     Condition        Report By
 JE0465  HISTORY     - 1962     MONUMENTED       CGS
 JE0465
 JE0465                          STATION DESCRIPTION
 JE0465
 JE0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JE0465'1.8 MI SW FROM TABERVILLE.
 JE0465'ABOUT 0.35 MILE SOUTH ALONG COUNTY ROAD H FROM THE NORTH END
 JE0465'OF THE HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE,
 JE0465'THENCE 1.45 MILES WEST ALONG A DIRT ROAD, IN SECTION 4, T 37
 JE0465'N, R 28 W, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A 14 1/2
 JE0465'FOOT CONCRETE BRIDGE, 8 FEET NORTH OF THE CENTER LINE OF
 JE0465'THE ROAD, 1.2 FEET NORTHWEST OF THE NORTH END OF THE WEST
 JE0465'CONCRETE ABUTMENT OF THE BRIDGE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0981 ***********************************************************************
 HD0981  DESIGNATION -  E 248
 HD0981  PID         -  HD0981
 HD0981  STATE/COUNTY-  MO/CEDAR
 HD0981  USGS QUAD   -  FILLEY (1991)
 HD0981
 HD0981                         *CURRENT SURVEY CONTROL
 HD0981  ___________________________________________________________________
 HD0981* NAD 83(1986)-  37 52 24.     (N)    093 52 59.     (W)     SCALED    
 HD0981* NAVD 88     -       248.726  (meters)     816.03   (feet)  ADJUSTED  
 HD0981  ___________________________________________________________________
 HD0981  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HD0981  DYNAMIC HT  -         248.539 (meters)     815.41  (feet)  COMP
 HD0981  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 HD0981
 HD0981  VERT ORDER  -  SECOND    CLASS 0
 HD0981
 HD0981.The horizontal coordinates were scaled from a topographic map and have
 HD0981.an estimated accuracy of +/- 6 seconds.
 HD0981
 HD0981.The orthometric height was determined by differential leveling
 HD0981.and adjusted by the National Geodetic Survey in June 1991..
 HD0981
 HD0981.The geoid height was determined by GEOID03.
 HD0981
 HD0981.The dynamic height is computed by dividing the NAVD 88
 HD0981.geopotential number by the normal gravity value computed on the
 HD0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0981.degrees latitude (g = 980.6199 gals.).
 HD0981
 HD0981.The modeled gravity was interpolated from observed gravity values.
 HD0981
 HD0981;                    North         East    Units  Estimated Accuracy
 HD0981;SPC MO W     -   189,570.      904,280.      MT  (+/- 180 meters Scaled)
 HD0981
 HD0981                          SUPERSEDED SURVEY CONTROL
 HD0981
 HD0981  NGVD 29 (??/??/92)  248.617  (m)          815.67   (f) ADJ UNCH    2 0
 HD0981
 HD0981.Superseded values are not recommended for survey control.
 HD0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0981.See file dsdata.txt to determine how the superseded data were derived.
 HD0981
 HD0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB223921(NAD 83)
 HD0981_MARKER: DB = BENCH MARK DISK
 HD0981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0981_SP_SET: FOUNDATION
 HD0981_STAMPING: E 248 1963
 HD0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0981
 HD0981  HISTORY     - Date     Condition        Report By
 HD0981  HISTORY     - 1963     MONUMENTED       CGS
 HD0981
 HD0981                          STATION DESCRIPTION
 HD0981
 HD0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HD0981'0.8 MI NE FROM CEDAR SPRINGS.
 HD0981'0.75 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0981'WITH STATE ROAD DD AND STATE HIGHWAY 39 AT CEDAR SPRINGS, IN
 HD0981'SECTION 23, T 36 N, R 27 W, 98 FEET NORTHWEST OF THE CENTER
 HD0981'LINE OF THE HIGHWAY, AT THE SOUTH SIDE OF A STEEL MESH FENCE
 HD0981'AROUND THE CEDAR SPRINGS SUB STATION, 31 FEET EAST OF THE
 HD0981'SOUTHWEST CORNER OF THE FENCE, ABOUT 4 1/2 FEET ABOVE THE LEVEL
 HD0981'OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTH SIDE OF A
 HD0981'20-INCH ROUND CONCRETE FOUNDATION OF A STEEL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1769 ***********************************************************************
 JD1769  DESIGNATION -  E 249
 JD1769  PID         -  JD1769
 JD1769  STATE/COUNTY-  MO/ST CLAIR
 JD1769  USGS QUAD   -  MONEGAW SPRINGS (1991)
 JD1769
 JD1769                         *CURRENT SURVEY CONTROL
 JD1769  ___________________________________________________________________
 JD1769* NAD 83(1986)-  38 07 06.     (N)    093 47 00.     (W)     SCALED    
 JD1769* NAVD 88     -       251.124  (meters)     823.90   (feet)  ADJUSTED  
 JD1769  ___________________________________________________________________
 JD1769  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JD1769  DYNAMIC HT  -         250.943 (meters)     823.30  (feet)  COMP
 JD1769  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 JD1769
 JD1769  VERT ORDER  -  SECOND    CLASS 0
 JD1769
 JD1769.The horizontal coordinates were scaled from a topographic map and have
 JD1769.an estimated accuracy of +/- 6 seconds.
 JD1769
 JD1769.The orthometric height was determined by differential leveling
 JD1769.and adjusted by the National Geodetic Survey in June 1991..
 JD1769
 JD1769.The geoid height was determined by GEOID03.
 JD1769
 JD1769.The dynamic height is computed by dividing the NAVD 88
 JD1769.geopotential number by the normal gravity value computed on the
 JD1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1769.degrees latitude (g = 980.6199 gals.).
 JD1769
 JD1769.The modeled gravity was interpolated from observed gravity values.
 JD1769
 JD1769;                    North         East    Units  Estimated Accuracy
 JD1769;SPC MO W     -   216,830.      912,840.      MT  (+/- 180 meters Scaled)
 JD1769
 JD1769                          SUPERSEDED SURVEY CONTROL
 JD1769
 JD1769  NGVD 29 (??/??/92)  251.008  (m)          823.52   (f) ADJ UNCH    2 0
 JD1769
 JD1769.Superseded values are not recommended for survey control.
 JD1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1769.See file dsdata.txt to determine how the superseded data were derived.
 JD1769
 JD1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC313192(NAD 83)
 JD1769_MARKER: DB = BENCH MARK DISK
 JD1769_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1769_SP_SET: 5 1/2 FEET
 JD1769_STAMPING: E 249 1963
 JD1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1769
 JD1769  HISTORY     - Date     Condition        Report By
 JD1769  HISTORY     - 1963     MONUMENTED       CGS
 JD1769
 JD1769                          STATION DESCRIPTION
 JD1769
 JD1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1769'4.9 MI SW FROM LOWRY CITY.
 JD1769'ABOUT 0.15 MILE WEST ALONG AN ASPHALT STREET FROM THE ST. LOUIS-SAN
 JD1769'FRANCISCO RAILWAY STATION AT LOWRY CITY, THENCE 4.2 MILES SOUTHWEST
 JD1769'ALONG STATE ROAD D, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD,
 JD1769'IN SECTION 28, T 39 N, R 26 W, 0.1 MILE EAST OF A SHARP CURVE IN
 JD1769'THE ROAD, ABOUT 150 YARDS WEST OF THE CONCROD CHURCH, ON THE
 JD1769'EAST SLOPE OF A BRUSH COVERED HILL, 66 FEET WEST OF THE ARTHUR
 JD1769'J AND MANNIE L. NOAKES TOMBSTONE, 43 FEET NORTH OF THE CENTER
 JD1769'LINE OF THE ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 JD1769'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 JD1769'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 5 1/2
 JD1769'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1019 ***********************************************************************
 HB1019  DESIGNATION -  E 25
 HB1019  PID         -  HB1019
 HB1019  STATE/COUNTY-  MO/SCOTT
 HB1019  USGS QUAD   -  ORAN (1963)
 HB1019
 HB1019                         *CURRENT SURVEY CONTROL
 HB1019  ___________________________________________________________________
 HB1019* NAD 83(1986)-  37 02 18.     (N)    089 38 43.     (W)     SCALED    
 HB1019* NAVD 88     -        98.785  (meters)     324.10   (feet)  ADJUSTED  
 HB1019  ___________________________________________________________________
 HB1019  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB1019  DYNAMIC HT  -          98.712 (meters)     323.86  (feet)  COMP
 HB1019  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 HB1019
 HB1019  VERT ORDER  -  SECOND    CLASS 0
 HB1019
 HB1019.The horizontal coordinates were scaled from a topographic map and have
 HB1019.an estimated accuracy of +/- 6 seconds.
 HB1019
 HB1019.The orthometric height was determined by differential leveling
 HB1019.and adjusted by the National Geodetic Survey in June 1991..
 HB1019
 HB1019.The geoid height was determined by GEOID03.
 HB1019
 HB1019.The dynamic height is computed by dividing the NAVD 88
 HB1019.geopotential number by the normal gravity value computed on the
 HB1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1019.degrees latitude (g = 980.6199 gals.).
 HB1019
 HB1019.The modeled gravity was interpolated from observed gravity values.
 HB1019
 HB1019;                    North         East    Units  Estimated Accuracy
 HB1019;SPC MO E     -   134,050.      326,040.      MT  (+/- 180 meters Scaled)
 HB1019
 HB1019                          SUPERSEDED SURVEY CONTROL
 HB1019
 HB1019  NGVD 29 (??/??/??)   98.733  (m)          323.93   (f) ADJUSTED    2 0
 HB1019
 HB1019.Superseded values are not recommended for survey control.
 HB1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1019.See file dsdata.txt to determine how the superseded data were derived.
 HB1019
 HB1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG647023(NAD 83)
 HB1019_MARKER: DB = BENCH MARK DISK
 HB1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1019_STAMPING: E 25 1933
 HB1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1019+STABILITY: SURFACE MOTION
 HB1019
 HB1019  HISTORY     - Date     Condition        Report By
 HB1019  HISTORY     - 1933     MONUMENTED       CGS
 HB1019  HISTORY     - 20020518 MARK NOT FOUND   USACE
 HB1019
 HB1019                          STATION DESCRIPTION
 HB1019
 HB1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HB1019'3.2 MI S FROM ORAN.
 HB1019'3-1/4 MILES SOUTH ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HB1019'ORAN, SCOTT COUNTY, 50 FEET NORTH OF POLE 154-5, 44.6 FEET EAST
 HB1019'OF THE EAST RAIL OF THE MAIN TRACK, 37.2 FEET SOUTH OF THE
 HB1019'CENTERLINE OF A ROAD CROSSING, AND 2 FEET SOUTH OF A WIRE FENCE.
 HB1019'A STANDARD DISK, STAMPED E 25 1933 AND SET IN THE TOP OF A
 HB1019'CONCRETE POST.
 HB1019
 HB1019                          STATION RECOVERY (2002)
 HB1019
 HB1019'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1676 ***********************************************************************
 JD1676  DESIGNATION -  E 250
 JD1676  PID         -  JD1676
 JD1676  STATE/COUNTY-  MO/HENRY
 JD1676  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1676
 JD1676                         *CURRENT SURVEY CONTROL
 JD1676  ___________________________________________________________________
 JD1676* NAD 83(1986)-  38 18 09.     (N)    093 49 26.     (W)     SCALED    
 JD1676* NAVD 88     -       235.221  (meters)     771.72   (feet)  ADJUSTED  
 JD1676  ___________________________________________________________________
 JD1676  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JD1676  DYNAMIC HT  -         235.056 (meters)     771.18  (feet)  COMP
 JD1676  MODELED GRAV-     979,922.7   (mgal)                       NAVD 88
 JD1676
 JD1676  VERT ORDER  -  SECOND    CLASS 0
 JD1676
 JD1676.The horizontal coordinates were scaled from a topographic map and have
 JD1676.an estimated accuracy of +/- 6 seconds.
 JD1676
 JD1676.The orthometric height was determined by differential leveling
 JD1676.and adjusted by the National Geodetic Survey in June 1991..
 JD1676
 JD1676.The geoid height was determined by GEOID03.
 JD1676
 JD1676.The dynamic height is computed by dividing the NAVD 88
 JD1676.geopotential number by the normal gravity value computed on the
 JD1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1676.degrees latitude (g = 980.6199 gals.).
 JD1676
 JD1676.The modeled gravity was interpolated from observed gravity values.
 JD1676
 JD1676;                    North         East    Units  Estimated Accuracy
 JD1676;SPC MO W     -   237,240.      909,140.      MT  (+/- 180 meters Scaled)
 JD1676
 JD1676                          SUPERSEDED SURVEY CONTROL
 JD1676
 JD1676  NGVD 29 (??/??/92)  235.114  (m)          771.37   (f) ADJ UNCH    2 0
 JD1676
 JD1676.Superseded values are not recommended for survey control.
 JD1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1676.See file dsdata.txt to determine how the superseded data were derived.
 JD1676
 JD1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC279397(NAD 83)
 JD1676_MARKER: DB = BENCH MARK DISK
 JD1676_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1676_SP_SET: 5 1/2 FEET
 JD1676_STAMPING: E 250 1963
 JD1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1676
 JD1676  HISTORY     - Date     Condition        Report By
 JD1676  HISTORY     - 1963     MONUMENTED       CGS
 JD1676
 JD1676                          STATION DESCRIPTION
 JD1676
 JD1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1676'5.6 MI SW FROM CLINTON.
 JD1676'ABOUT 3.55 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1676'RAILROAD FROM THE STATION AT CLINTON, THENCE 2.1 MILES SOUTH ALONG
 JD1676'A GRAVELED ROAD, IN SECTION 328 T 41 N, R 26 W, 0.4 MILES
 JD1676'SOUTH OF THE INTERSECTION WITH STATE ROAD EE, 0.6 MILE NORTH OF A
 JD1676'BRIDGE OVER DEEPWATER CREEK 147 FEET SOUTH OF A LARGE MAPLE
 JD1676'TREE IN THE FRONT YARD OF THE FRED ATKINS FARM, 97 FEET SOUTH
 JD1676'OF THE CENTER LINE OF A DRIVEWAY, 89 FEET SOUTH OF A FENCE
 JD1676'CORNER, 68 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A POWER
 JD1676'POLE, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 INCHES
 JD1676'EAST OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 JD1676'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP
 JD1676'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 JD1676'OF 5 1/2 FEET TO SOLID ROCK AND ENCASED IN A 6-INCH TILE
 JD1676'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0641 ***********************************************************************
 JE0641  DESIGNATION -  E 251 RESET
 JE0641  PID         -  JE0641
 JE0641  STATE/COUNTY-  MO/BATES
 JE0641  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0641
 JE0641                         *CURRENT SURVEY CONTROL
 JE0641  ___________________________________________________________________
 JE0641* NAD 83(1986)-  38 13 15.     (N)    094 21 04.     (W)     SCALED    
 JE0641* NAVD 88     -       236.83   (meters)     777.0    (feet)  RESET     
 JE0641  ___________________________________________________________________
 JE0641  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0641
 JE0641  VERT ORDER  -  THIRD
 JE0641
 JE0641.The horizontal coordinates were scaled from a topographic map and have
 JE0641.an estimated accuracy of +/- 6 seconds.
 JE0641
 JE0641.The orthometric height was computed from unverified reset data.
 JE0641
 JE0641.The geoid height was determined by GEOID03.
 JE0641
 JE0641;                    North         East    Units  Estimated Accuracy
 JE0641;SPC MO W     -   227,970.      863,040.      MT  (+/- 180 meters Scaled)
 JE0641
 JE0641                          SUPERSEDED SURVEY CONTROL
 JE0641
 JE0641.No superseded survey control is available for this station.
 JE0641
 JE0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC817311(NAD 83)
 JE0641_MARKER: DB = BENCH MARK DISK
 JE0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0641_STAMPING: E 251 RESET 1969
 JE0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0641+STABILITY: SURFACE MOTION
 JE0641
 JE0641  HISTORY     - Date     Condition        Report By
 JE0641  HISTORY     - 1969     MONUMENTED       CGS
 JE0641
 JE0641                          STATION DESCRIPTION
 JE0641
 JE0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JE0641'3.8 MI SE FROM BUTLER.
 JE0641'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0641'THE STATION AT BUTLER, THENCE 0.9 MILE EAST ALONG A GRAVELED
 JE0641'ROAD TO THE INTERSECTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY
 JE0641'52, AT THE WEST EDGE OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 71,
 JE0641'57 FEET NORTH OF A GRAVELED ROAD, 7 FEET NORTH OF A CORNER FENCE
 JE0641'POST, 1 FOOT EAST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS
 JE0641'POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JE0641'4 INCHES.  SECTION 34, T 40 N, R 32 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0342 ***********************************************************************
 JE0342  DESIGNATION -  E 252
 JE0342  PID         -  JE0342
 JE0342  STATE/COUNTY-  MO/BATES
 JE0342  USGS QUAD   -  ADRIAN (1981)
 JE0342
 JE0342                         *CURRENT SURVEY CONTROL
 JE0342  ___________________________________________________________________
 JE0342* NAD 83(1986)-  38 24 54.     (N)    094 21 10.     (W)     SCALED    
 JE0342* NAVD 88     -       258.075  (meters)     846.70   (feet)  ADJUSTED  
 JE0342  ___________________________________________________________________
 JE0342  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE0342  DYNAMIC HT  -         257.892 (meters)     846.10  (feet)  COMP
 JE0342  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 JE0342
 JE0342  VERT ORDER  -  FIRST     CLASS II
 JE0342
 JE0342.The horizontal coordinates were scaled from a topographic map and have
 JE0342.an estimated accuracy of +/- 6 seconds.
 JE0342
 JE0342.The orthometric height was determined by differential leveling
 JE0342.and adjusted by the National Geodetic Survey in June 1991..
 JE0342
 JE0342.The geoid height was determined by GEOID03.
 JE0342
 JE0342.The dynamic height is computed by dividing the NAVD 88
 JE0342.geopotential number by the normal gravity value computed on the
 JE0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0342.degrees latitude (g = 980.6199 gals.).
 JE0342
 JE0342.The modeled gravity was interpolated from observed gravity values.
 JE0342
 JE0342;                    North         East    Units  Estimated Accuracy
 JE0342;SPC MO W     -   249,520.      862,860.      MT  (+/- 180 meters Scaled)
 JE0342
 JE0342                          SUPERSEDED SURVEY CONTROL
 JE0342
 JE0342  NGVD 29 (??/??/92)  257.952  (m)          846.30   (f) ADJ UNCH    1 2
 JE0342
 JE0342.Superseded values are not recommended for survey control.
 JE0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0342.See file dsdata.txt to determine how the superseded data were derived.
 JE0342
 JE0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC819527(NAD 83)
 JE0342_MARKER: DB = BENCH MARK DISK
 JE0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0342_SP_SET: CULVERT
 JE0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0342
 JE0342  HISTORY     - Date     Condition        Report By
 JE0342  HISTORY     - 1963     MONUMENTED       CGS
 JE0342
 JE0342                          STATION DESCRIPTION
 JE0342
 JE0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0342'1.3 MI N FROM ADRIAN.
 JE0342'ABOUT 1.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0342'THE STATION AT ADRIAN, 0.5 MILE SOUTH OF A CROSSING OF THE
 JE0342'RAILROAD AND A ROAD, 18 1/2 FEET EAST OF THE EAST RAIL, 11 1/2
 JE0342'TELEPHONE POLES SOUTH OF MILE POST 276, ABOUT 7 FEET BELOW
 JE0342'THE RAILS, AND SET IN THE TOP OF THE NORTH END OF THE EAST
 JE0342'CONCRETE HEADWALL OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0510 ***********************************************************************
 JE0510  DESIGNATION -  E 253
 JE0510  PID         -  JE0510
 JE0510  STATE/COUNTY-  MO/BATES
 JE0510  USGS QUAD   -  MAIN CITY (1961)
 JE0510
 JE0510                         *CURRENT SURVEY CONTROL
 JE0510  ___________________________________________________________________
 JE0510* NAD 83(1986)-  38 27 29.     (N)    094 29 28.     (W)     SCALED    
 JE0510* NAVD 88     -       276.524  (meters)     907.23   (feet)  ADJUSTED  
 JE0510  ___________________________________________________________________
 JE0510  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0510  DYNAMIC HT  -         276.331 (meters)     906.60  (feet)  COMP
 JE0510  MODELED GRAV-     979,921.3   (mgal)                       NAVD 88
 JE0510
 JE0510  VERT ORDER  -  SECOND    CLASS 0
 JE0510
 JE0510.The horizontal coordinates were scaled from a topographic map and have
 JE0510.an estimated accuracy of +/- 6 seconds.
 JE0510
 JE0510.The orthometric height was determined by differential leveling
 JE0510.and adjusted by the National Geodetic Survey in June 1991..
 JE0510
 JE0510.The geoid height was determined by GEOID03.
 JE0510
 JE0510.The dynamic height is computed by dividing the NAVD 88
 JE0510.geopotential number by the normal gravity value computed on the
 JE0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0510.degrees latitude (g = 980.6199 gals.).
 JE0510
 JE0510.The modeled gravity was interpolated from observed gravity values.
 JE0510
 JE0510;                    North         East    Units  Estimated Accuracy
 JE0510;SPC MO W     -   254,290.      850,780.      MT  (+/- 180 meters Scaled)
 JE0510
 JE0510                          SUPERSEDED SURVEY CONTROL
 JE0510
 JE0510  NGVD 29 (??/??/92)  276.408  (m)          906.85   (f) ADJ UNCH    2 0
 JE0510
 JE0510.Superseded values are not recommended for survey control.
 JE0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0510.See file dsdata.txt to determine how the superseded data were derived.
 JE0510
 JE0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC699576(NAD 83)
 JE0510_MARKER: DB = BENCH MARK DISK
 JE0510_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0510_SP_SET: 13 FEET
 JE0510_STAMPING: E 253 1963
 JE0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0510
 JE0510  HISTORY     - Date     Condition        Report By
 JE0510  HISTORY     - 1963     MONUMENTED       CGS
 JE0510
 JE0510                          STATION DESCRIPTION
 JE0510
 JE0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0510'10.1 MI SW FROM ARCHIE.
 JE0510'ABOUT 0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0510'THE STATION AT ARCHIE, THENCE 7.7 MILES WEST ALONG STATE ROAD A,
 JE0510'THENCE 1.05 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.1
 JE0510'MILE EAST ALONG A GRAVELED ROAD, THENCE 1.15 MILES SOUTH ALONG
 JE0510'A GRAVELED ROAD, 0.25 MILE NORTH OF A ROAD JUNCTION, 32 FEET
 JE0510'WEST OF THE CENTER LINE OF THE ROAD, 8 1/2 FEET WEST OF A CORNER
 JE0510'FENCE POST, 10 INCHES NORTH OF A FENCE, 10.5 FEET WEST-NORTHWEST
 JE0510'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE
 JE0510'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 JE0510'OF 13 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0562 ***********************************************************************
 JE0562  DESIGNATION -  E 254
 JE0562  PID         -  JE0562
 JE0562  STATE/COUNTY-  MO/BATES
 JE0562  USGS QUAD   -  VIRGINIA (1961)
 JE0562
 JE0562                         *CURRENT SURVEY CONTROL
 JE0562  ___________________________________________________________________
 JE0562* NAD 83(1986)-  38 20 20.     (N)    094 28 33.     (W)     SCALED    
 JE0562* NAVD 88     -       257.565  (meters)     845.03   (feet)  ADJUSTED  
 JE0562  ___________________________________________________________________
 JE0562  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JE0562  DYNAMIC HT  -         257.382 (meters)     844.43  (feet)  COMP
 JE0562  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 JE0562
 JE0562  VERT ORDER  -  SECOND    CLASS 0
 JE0562
 JE0562.The horizontal coordinates were scaled from a topographic map and have
 JE0562.an estimated accuracy of +/- 6 seconds.
 JE0562
 JE0562.The orthometric height was determined by differential leveling
 JE0562.and adjusted by the National Geodetic Survey in June 1991..
 JE0562
 JE0562.The geoid height was determined by GEOID03.
 JE0562
 JE0562.The dynamic height is computed by dividing the NAVD 88
 JE0562.geopotential number by the normal gravity value computed on the
 JE0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0562.degrees latitude (g = 980.6199 gals.).
 JE0562
 JE0562.The modeled gravity was interpolated from observed gravity values.
 JE0562
 JE0562;                    North         East    Units  Estimated Accuracy
 JE0562;SPC MO W     -   241,070.      852,110.      MT  (+/- 180 meters Scaled)
 JE0562
 JE0562                          SUPERSEDED SURVEY CONTROL
 JE0562
 JE0562  NGVD 29 (??/??/92)  257.441  (m)          844.62   (f) ADJ UNCH    2 0
 JE0562
 JE0562.Superseded values are not recommended for survey control.
 JE0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0562.See file dsdata.txt to determine how the superseded data were derived.
 JE0562
 JE0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC710444(NAD 83)
 JE0562_MARKER: DB = BENCH MARK DISK
 JE0562_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0562_SP_SET: 5 FEET
 JE0562_STAMPING: E 254 1963
 JE0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0562
 JE0562  HISTORY     - Date     Condition        Report By
 JE0562  HISTORY     - 1963     MONUMENTED       CGS
 JE0562
 JE0562                          STATION DESCRIPTION
 JE0562
 JE0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0562'6.7 MI E FROM AMSTERDAM.
 JE0562'ABOUT 0.7 MILES SOUTH ALONG STATE ROAD Y FROM THE POST OFFICE
 JE0562'AT AMSTERDAM, THENCE 3.0 MILES EAST ALONG STATE ROAD J, THENCE
 JE0562'3.0 MILES EAST ALONG A GRAVELED ROAD, OR 2.0 MILES NORTH ALONG
 JE0562'THE MISSOURI PACIFIC RAILWAY FROM THE POST OFFICE AT PASSAIC,
 JE0562'THENCE 7.7 MILES WEST ALONG A GRAVELED ROAD, 40 FEET NORTHEAST
 JE0562'OF THE CENTER OF A JUNCTION WITH STATE ROAD CC, 33 FEET EAST
 JE0562'OF THE CENTER LINE OF STATE ROAD CC, 18 FEET NORTH OF THE CENTER
 JE0562'OF A WOODEN GATE, 11 1/2 FEET EAST OF A POWER POLE, 1.5 FEET
 JE0562'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JE0562'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 JE0562'DEPTH OF 5 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1668 ***********************************************************************
 JD1668  DESIGNATION -  E 255
 JD1668  PID         -  JD1668
 JD1668  STATE/COUNTY-  MO/HENRY
 JD1668  USGS QUAD   -  CLINTON NORTH (1981)
 JD1668
 JD1668                         *CURRENT SURVEY CONTROL
 JD1668  ___________________________________________________________________
 JD1668* NAD 83(1986)-  38 24 44.     (N)    093 51 18.     (W)     SCALED    
 JD1668* NAVD 88     -       233.465  (meters)     765.96   (feet)  ADJUSTED  
 JD1668  ___________________________________________________________________
 JD1668  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JD1668  DYNAMIC HT  -         233.304 (meters)     765.43  (feet)  COMP
 JD1668  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 JD1668
 JD1668  VERT ORDER  -  SECOND    CLASS 0
 JD1668
 JD1668.The horizontal coordinates were scaled from a topographic map and have
 JD1668.an estimated accuracy of +/- 6 seconds.
 JD1668
 JD1668.The orthometric height was determined by differential leveling
 JD1668.and adjusted by the National Geodetic Survey in June 1991..
 JD1668
 JD1668.The geoid height was determined by GEOID03.
 JD1668
 JD1668.The dynamic height is computed by dividing the NAVD 88
 JD1668.geopotential number by the normal gravity value computed on the
 JD1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1668.degrees latitude (g = 980.6199 gals.).
 JD1668
 JD1668.The modeled gravity was interpolated from observed gravity values.
 JD1668
 JD1668;                    North         East    Units  Estimated Accuracy
 JD1668;SPC MO W     -   249,400.      906,330.      MT  (+/- 180 meters Scaled)
 JD1668
 JD1668                          SUPERSEDED SURVEY CONTROL
 JD1668
 JD1668  NGVD 29 (??/??/92)  233.348  (m)          765.58   (f) ADJ UNCH    2 0
 JD1668
 JD1668.Superseded values are not recommended for survey control.
 JD1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1668.See file dsdata.txt to determine how the superseded data were derived.
 JD1668
 JD1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC253519(NAD 83)
 JD1668_MARKER: DB = BENCH MARK DISK
 JD1668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1668_SP_SET: 10 1/2 FEET
 JD1668_STAMPING: E 255 1963
 JD1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1668
 JD1668  HISTORY     - Date     Condition        Report By
 JD1668  HISTORY     - 1963     MONUMENTED       CGS
 JD1668
 JD1668                          STATION DESCRIPTION
 JD1668
 JD1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1668'6.2 MI NW FROM CLINTON.
 JD1668'ABOUT 1.15 MILES NORTH ALONG NORTH WASHINGTON STREE FROM THE
 JD1668'COUNTY COURTHOUSE AT CLINTON, THENCE 5.0 MILES NORTHWEST ALONG
 JD1668'STATE HIGHWAY 7, AT THE SOUTHEAST END OF A ROAD SIDE PARK,
 JD1668'132 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 61 FEET
 JD1668'EAST OF A 14-INCH TREE, 1 FOOT WEST OF A FENCE AND SET ON THE
 JD1668'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DPETH
 JD1668'OF 10 1/2 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS
 JD1668'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0175 ***********************************************************************
 JE0175  DESIGNATION -  E 256
 JE0175  PID         -  JE0175
 JE0175  STATE/COUNTY-  MO/CASS
 JE0175  USGS QUAD   -  RAYMORE (1990)
 JE0175
 JE0175                         *CURRENT SURVEY CONTROL
 JE0175  ___________________________________________________________________
 JE0175* NAD 83(1986)-  38 45 36.     (N)    094 29 12.     (W)     SCALED    
 JE0175* NAVD 88     -       287.270  (meters)     942.49   (feet)  ADJUSTED  
 JE0175  ___________________________________________________________________
 JE0175  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0175  DYNAMIC HT  -         287.076 (meters)     941.85  (feet)  COMP
 JE0175  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 JE0175
 JE0175  VERT ORDER  -  FIRST     CLASS II
 JE0175
 JE0175.The horizontal coordinates were scaled from a topographic map and have
 JE0175.an estimated accuracy of +/- 6 seconds.
 JE0175
 JE0175.The orthometric height was determined by differential leveling
 JE0175.and adjusted by the National Geodetic Survey in June 1991..
 JE0175
 JE0175.The geoid height was determined by GEOID03.
 JE0175
 JE0175.The dynamic height is computed by dividing the NAVD 88
 JE0175.geopotential number by the normal gravity value computed on the
 JE0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0175.degrees latitude (g = 980.6199 gals.).
 JE0175
 JE0175.The modeled gravity was interpolated from observed gravity values.
 JE0175
 JE0175;                    North         East    Units  Estimated Accuracy
 JE0175;SPC MO W     -   287,810.      851,160.      MT  (+/- 180 meters Scaled)
 JE0175
 JE0175                          SUPERSEDED SURVEY CONTROL
 JE0175
 JE0175  NGVD 29 (??/??/92)  287.153  (m)          942.10   (f) ADJ UNCH    1 2
 JE0175
 JE0175.Superseded values are not recommended for survey control.
 JE0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0175.See file dsdata.txt to determine how the superseded data were derived.
 JE0175
 JE0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC708911(NAD 83)
 JE0175_MARKER: DB = BENCH MARK DISK
 JE0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0175_SP_SET: BRIDGE
 JE0175_STAMPING: E 256 1963
 JE0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0175+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 JE0175
 JE0175  HISTORY     - Date     Condition        Report By
 JE0175  HISTORY     - 1963     MONUMENTED       CGS
 JE0175  HISTORY     - 20050507 GOOD             INDIV
 JE0175
 JE0175                          STATION DESCRIPTION
 JE0175
 JE0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0175'3.2 MI NW FROM PECULIAR.
 JE0175'ABOUT 3.25 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANISCO
 JE0175'RAILWAY FROM THE WATER TOWER AT PECULIAR, 17 FEET NORTHEAST OF
 JE0175'THE CENTER LINE OF U.S. HIGHWAY 71, AND SET IN THE NORTHEAST
 JE0175'END OF THE NORTHWEST CONCRETE ABUTMENT OF A STEEL AND CONCRETE
 JE0175'BRIDGE.
 JE0175
 JE0175                          STATION RECOVERY (2005)
 JE0175
 JE0175'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0175'THIS ROAD IS NOW NAMED PECULIAR DRIVE.  US HIGHWAY 71 IS NOW A 4-LANE
 JE0175'HIGHWAY THAT RUNS IMMEDIATELY EAST OF PECULIAR DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1358 ***********************************************************************
 JD1358  DESIGNATION -  E 257
 JD1358  PID         -  JD1358
 JD1358  STATE/COUNTY-  MO/MORGAN
 JD1358  USGS QUAD   -  CROCKERVILLE (1980)
 JD1358
 JD1358                         *CURRENT SURVEY CONTROL
 JD1358  ___________________________________________________________________
 JD1358* NAD 83(1986)-  38 25 45.     (N)    093 04 57.     (W)     SCALED    
 JD1358* NAVD 88     -       308.188  (meters)    1011.11   (feet)  ADJUSTED  
 JD1358  ___________________________________________________________________
 JD1358  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD1358  DYNAMIC HT  -         307.965 (meters)    1010.38  (feet)  COMP
 JD1358  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 JD1358
 JD1358  VERT ORDER  -  SECOND    CLASS 0
 JD1358
 JD1358.The horizontal coordinates were scaled from a topographic map and have
 JD1358.an estimated accuracy of +/- 6 seconds.
 JD1358
 JD1358.The orthometric height was determined by differential leveling
 JD1358.and adjusted by the National Geodetic Survey in June 1991..
 JD1358
 JD1358.The geoid height was determined by GEOID03.
 JD1358
 JD1358.The dynamic height is computed by dividing the NAVD 88
 JD1358.geopotential number by the normal gravity value computed on the
 JD1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1358.degrees latitude (g = 980.6199 gals.).
 JD1358
 JD1358.The modeled gravity was interpolated from observed gravity values.
 JD1358
 JD1358;                    North         East    Units  Estimated Accuracy
 JD1358;SPC MO C     -   288,230.      449,140.      MT  (+/- 180 meters Scaled)
 JD1358
 JD1358                          SUPERSEDED SURVEY CONTROL
 JD1358
 JD1358  NGVD 29 (??/??/92)  308.064  (m)         1010.71   (f) ADJ UNCH    2 0
 JD1358
 JD1358.Superseded values are not recommended for survey control.
 JD1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1358.See file dsdata.txt to determine how the superseded data were derived.
 JD1358
 JD1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC927534(NAD 83)
 JD1358_MARKER: DB = BENCH MARK DISK
 JD1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1358_STAMPING: E 257 1963
 JD1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1358+STABILITY: SURFACE MOTION
 JD1358
 JD1358  HISTORY     - Date     Condition        Report By
 JD1358  HISTORY     - 1963     MONUMENTED       CGS
 JD1358
 JD1358                          STATION DESCRIPTION
 JD1358
 JD1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1358'5.1 MI W FROM STOVER.
 JD1358'5.1 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILWAY
 JD1358'FROM THE STATION AT STOVER, 41 1/2 FEET SOUTHEAST OF THE SOUTH
 JD1358'EAST RAIL, 3 POLES NORTHEAST OF MILEPOST 191, 138 FEET NORTHEAST
 JD1358'OF THE CENTER LINE OF A GRAVELED ROAD, 2.0 FEET SOUTHEAST
 JD1358'OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE
 JD1358'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1358'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1071 ***********************************************************************
 JD1071  DESIGNATION -  E 258
 JD1071  PID         -  JD1071
 JD1071  STATE/COUNTY-  MO/PETTIS
 JD1071  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD1071
 JD1071                         *CURRENT SURVEY CONTROL
 JD1071  ___________________________________________________________________
 JD1071* NAD 83(1986)-  38 30 34.     (N)    093 24 08.     (W)     SCALED    
 JD1071* NAVD 88     -       281.567  (meters)     923.77   (feet)  ADJUSTED  
 JD1071  ___________________________________________________________________
 JD1071  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD1071  DYNAMIC HT  -         281.369 (meters)     923.12  (feet)  COMP
 JD1071  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 JD1071
 JD1071  VERT ORDER  -  SECOND    CLASS 0
 JD1071
 JD1071.The horizontal coordinates were scaled from a topographic map and have
 JD1071.an estimated accuracy of +/- 6 seconds.
 JD1071
 JD1071.The orthometric height was determined by differential leveling
 JD1071.and adjusted by the National Geodetic Survey in June 1991..
 JD1071
 JD1071.The geoid height was determined by GEOID03.
 JD1071
 JD1071.The dynamic height is computed by dividing the NAVD 88
 JD1071.geopotential number by the normal gravity value computed on the
 JD1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1071.degrees latitude (g = 980.6199 gals.).
 JD1071
 JD1071.The modeled gravity was interpolated from observed gravity values.
 JD1071
 JD1071;                    North         East    Units  Estimated Accuracy
 JD1071;SPC MO C     -   297,360.      421,310.      MT  (+/- 180 meters Scaled)
 JD1071
 JD1071                          SUPERSEDED SURVEY CONTROL
 JD1071
 JD1071  NGVD 29 (??/??/92)  281.448  (m)          923.38   (f) ADJ UNCH    2 0
 JD1071
 JD1071.Superseded values are not recommended for survey control.
 JD1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1071.See file dsdata.txt to determine how the superseded data were derived.
 JD1071
 JD1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC649624(NAD 83)
 JD1071_MARKER: DB = BENCH MARK DISK
 JD1071_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1071_SP_SET: 15 FEET
 JD1071_STAMPING: E 258 1963
 JD1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1071
 JD1071  HISTORY     - Date     Condition        Report By
 JD1071  HISTORY     - 1963     MONUMENTED       CGS
 JD1071  HISTORY     - 1972     MARK NOT FOUND   USGS
 JD1071
 JD1071                          STATION DESCRIPTION
 JD1071
 JD1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1071'4.6 MI W FROM IONIA.
 JD1071'ABOUT 4.3 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1071'RAILWAY FROM THE STATION AT IONIA, THENCE 0.45 MILE NORTH ALONG
 JD1071'A GRAVELED ROAD, AT A ROAD JUNCTION, IN SECTION 12, T 43 N,
 JD1071'R 23 W, 22 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 JD1071'48 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2 1/2
 JD1071'FEET NORTHWEST OF A TELEPHONE POLE, 1/2 FOOT SOUTH OF A FENCE,
 JD1071'1.3 FEET SOUTH OF A METAL WITNESS POST, AND ON THE TOP OF A
 JD1071'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 15
 JD1071'FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES.
 JD1071
 JD1071                          STATION RECOVERY (1972)
 JD1071
 JD1071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JD1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0971 ***********************************************************************
 JD0971  DESIGNATION -  E 259
 JD0971  PID         -  JD0971
 JD0971  STATE/COUNTY-  MO/MORGAN
 JD0971  USGS QUAD   -  PYRMONT (1961)
 JD0971
 JD0971                         *CURRENT SURVEY CONTROL
 JD0971  ___________________________________________________________________
 JD0971* NAD 83(1986)-  38 33 54.     (N)    093 01 54.     (W)     SCALED    
 JD0971* NAVD 88     -       280.364  (meters)     919.83   (feet)  ADJUSTED  
 JD0971  ___________________________________________________________________
 JD0971  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0971  DYNAMIC HT  -         280.167 (meters)     919.18  (feet)  COMP
 JD0971  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 JD0971
 JD0971  VERT ORDER  -  SECOND    CLASS 0
 JD0971
 JD0971.The horizontal coordinates were scaled from a topographic map and have
 JD0971.an estimated accuracy of +/- 6 seconds.
 JD0971
 JD0971.The orthometric height was determined by differential leveling
 JD0971.and adjusted by the National Geodetic Survey in June 1991..
 JD0971
 JD0971.The geoid height was determined by GEOID03.
 JD0971
 JD0971.The dynamic height is computed by dividing the NAVD 88
 JD0971.geopotential number by the normal gravity value computed on the
 JD0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0971.degrees latitude (g = 980.6199 gals.).
 JD0971
 JD0971.The modeled gravity was interpolated from observed gravity values.
 JD0971
 JD0971;                    North         East    Units  Estimated Accuracy
 JD0971;SPC MO C     -   303,280.      453,670.      MT  (+/- 180 meters Scaled)
 JD0971
 JD0971                          SUPERSEDED SURVEY CONTROL
 JD0971
 JD0971  NGVD 29 (??/??/92)  280.253  (m)          919.46   (f) ADJ UNCH    2 0
 JD0971
 JD0971.Superseded values are not recommended for survey control.
 JD0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0971.See file dsdata.txt to determine how the superseded data were derived.
 JD0971
 JD0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC972685(NAD 83)
 JD0971_MARKER: DB = BENCH MARK DISK
 JD0971_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0971_SP_SET: 8 FEET
 JD0971_STAMPING: E 259 1963
 JD0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0971
 JD0971  HISTORY     - Date     Condition        Report By
 JD0971  HISTORY     - 1963     MONUMENTED       CGS
 JD0971
 JD0971                          STATION DESCRIPTION
 JD0971
 JD0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0971'5.1 MI SW FROM FLORENCE.
 JD0971'ABOUT 1.7 MILES SOUTH ALONG STTE HIGHWAY 135 FROM THE METHODIST
 JD0971'CHURCH AT FLORENCE, THENCE 3.4 MILES WEST ALONG A WINDING GRAVELED
 JD0971'ROAD, IN SECTION 21, T 44 N, R 19 W, AT A JUNCTION OF A PRIVATE
 JD0971'ROAD LEADING NORTH, OR 0.45 MILES EAST ALONG COUNTY ROAD V FROM
 JD0971'THE CEMETERY AT BAHNER, THENCE 1.65 MILES EAST ALONG A GRAVELED
 JD0971'ROAD, THENCE 1.7 MILES NORTHEAST ALONG COUNTY ROAD KK, THENCE 1.95
 JD0971'MILES SOUTHEAST ALONG A GRAVELED ROAD, 26 FEET NORTH OF THE CENTER
 JD0971'LINE OF THE ROAD, 65 FEET EAST OF THE CENTER LINE OF A PRIVATE
 JD0971'ROAD LEADING NORTH, 1.0 FEET WEST OF A METAL WITNESS POST, ABOUT
 JD0971'LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JD0971'ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A
 JD0971'6-INCH TILE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0983 ***********************************************************************
 GD0983  DESIGNATION -  E 26
 GD0983  PID         -  GD0983
 GD0983  STATE/COUNTY-  MO/NEW MADRID
 GD0983  USGS QUAD   -  KEWANEE (1971)
 GD0983
 GD0983                         *CURRENT SURVEY CONTROL
 GD0983  ___________________________________________________________________
 GD0983* NAD 83(1986)-  36 38 20.     (N)    089 34 44.     (W)     SCALED    
 GD0983* NAVD 88     -        91.731  (meters)     300.95   (feet)  ADJUSTED  
 GD0983  ___________________________________________________________________
 GD0983  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GD0983  DYNAMIC HT  -          91.658 (meters)     300.71  (feet)  COMP
 GD0983  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 GD0983
 GD0983  VERT ORDER  -  SECOND    CLASS 0
 GD0983
 GD0983.The horizontal coordinates were scaled from a topographic map and have
 GD0983.an estimated accuracy of +/- 6 seconds.
 GD0983
 GD0983.The orthometric height was determined by differential leveling
 GD0983.and adjusted by the National Geodetic Survey in June 1991..
 GD0983
 GD0983.The geoid height was determined by GEOID03.
 GD0983
 GD0983.The dynamic height is computed by dividing the NAVD 88
 GD0983.geopotential number by the normal gravity value computed on the
 GD0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0983.degrees latitude (g = 980.6199 gals.).
 GD0983
 GD0983.The modeled gravity was interpolated from observed gravity values.
 GD0983
 GD0983;                    North         East    Units  Estimated Accuracy
 GD0983;SPC MO E     -    89,780.      332,370.      MT  (+/- 180 meters Scaled)
 GD0983
 GD0983                          SUPERSEDED SURVEY CONTROL
 GD0983
 GD0983  NGVD 29 (??/??/??)   91.641  (m)          300.66   (f) ADJUSTED    2 0
 GD0983
 GD0983.Superseded values are not recommended for survey control.
 GD0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0983.See file dsdata.txt to determine how the superseded data were derived.
 GD0983
 GD0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF694579(NAD 83)
 GD0983_MARKER: DB = BENCH MARK DISK
 GD0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0983_STAMPING: E 26 1933
 GD0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0983+STABILITY: SURFACE MOTION
 GD0983
 GD0983  HISTORY     - Date     Condition        Report By
 GD0983  HISTORY     - 1933     MONUMENTED       CGS
 GD0983  HISTORY     - 20020809 MARK NOT FOUND   USACE
 GD0983
 GD0983                          STATION DESCRIPTION
 GD0983
 GD0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0983'2.5 MI S FROM KEWANEE.
 GD0983'2.5 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GD0983'KEWANEE, NEW MADRID COUNTY, 1 POLE NORTHEAST OF MILEPOST 182, 37
 GD0983'FEET WEST OF POLE 181-33, 52 FEET NORTHWEST OF THE CENTERLINE OF
 GD0983'THE TRACK, 28.6 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST
 GD0983'ROAD, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD
 GD0983'DISK, STAMPED E 26 1933 AND SET IN THE TOP OF A CONCRETE POST.
 GD0983
 GD0983                          STATION RECOVERY (2002)
 GD0983
 GD0983'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1489 ***********************************************************************
 JD1489  DESIGNATION -  E 260
 JD1489  PID         -  JD1489
 JD1489  STATE/COUNTY-  MO/HENRY
 JD1489  USGS QUAD   -  GAINES (1981)
 JD1489
 JD1489                         *CURRENT SURVEY CONTROL
 JD1489  ___________________________________________________________________
 JD1489* NAD 83(1986)-  38 16 22.     (N)    093 42 36.     (W)     SCALED    
 JD1489* NAVD 88     -       216.264  (meters)     709.53   (feet)  ADJUSTED  
 JD1489  ___________________________________________________________________
 JD1489  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JD1489  DYNAMIC HT  -         216.110 (meters)     709.02  (feet)  COMP
 JD1489  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 JD1489
 JD1489  VERT ORDER  -  SECOND    CLASS 0
 JD1489
 JD1489.The horizontal coordinates were scaled from a topographic map and have
 JD1489.an estimated accuracy of +/- 6 seconds.
 JD1489
 JD1489.The orthometric height was determined by differential leveling
 JD1489.and adjusted by the National Geodetic Survey in June 1991..
 JD1489
 JD1489.The geoid height was determined by GEOID03.
 JD1489
 JD1489.The dynamic height is computed by dividing the NAVD 88
 JD1489.geopotential number by the normal gravity value computed on the
 JD1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1489.degrees latitude (g = 980.6199 gals.).
 JD1489
 JD1489.The modeled gravity was interpolated from observed gravity values.
 JD1489
 JD1489;                    North         East    Units  Estimated Accuracy
 JD1489;SPC MO W     -   234,020.      919,130.      MT  (+/- 180 meters Scaled)
 JD1489
 JD1489                          SUPERSEDED SURVEY CONTROL
 JD1489
 JD1489  NGVD 29 (??/??/92)  216.150  (m)          709.15   (f) ADJ UNCH    2 0
 JD1489
 JD1489.Superseded values are not recommended for survey control.
 JD1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1489.See file dsdata.txt to determine how the superseded data were derived.
 JD1489
 JD1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC378363(NAD 83)
 JD1489_MARKER: DB = BENCH MARK DISK
 JD1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1489_STAMPING: E 260 1962
 JD1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1489+STABILITY: SURFACE MOTION
 JD1489
 JD1489  HISTORY     - Date     Condition        Report By
 JD1489  HISTORY     - 1962     MONUMENTED       CGS
 JD1489
 JD1489                          STATION DESCRIPTION
 JD1489
 JD1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1489'8.2 MI S FROM CLINTON.
 JD1489'ABOUT 0.1 MILE SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1489'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1489'CLINTON, THENCE 0.85 MILE EAST ALONG EAST FRANKLIN STREET, THENCE
 JD1489'7.3 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY TO A
 JD1489'PRIVATE ROAD CROSSING IN SECTION 8, T 40 N, R 25 W, 7 POLES
 JD1489'SOUTH OF MILE POST 94, 44 FEET WEST OF THE WEST RAIL, 49 FEET
 JD1489'NORTH OF THE CENTER OF THE PRIVATE ROAD, 2 FEET EAST OF A FENCE,
 JD1489'1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD1489'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0375 ***********************************************************************
 JE0375  DESIGNATION -  E 261
 JE0375  PID         -  JE0375
 JE0375  STATE/COUNTY-  MO/BATES
 JE0375  USGS QUAD   -  ROCKVILLE (1991)
 JE0375
 JE0375                         *CURRENT SURVEY CONTROL
 JE0375  ___________________________________________________________________
 JE0375* NAD 83(1986)-  38 07 07.     (N)    094 03 30.     (W)     SCALED    
 JE0375* NAVD 88     -       252.759  (meters)     829.26   (feet)  ADJUSTED  
 JE0375  ___________________________________________________________________
 JE0375  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE0375  DYNAMIC HT  -         252.574 (meters)     828.65  (feet)  COMP
 JE0375  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 JE0375
 JE0375  VERT ORDER  -  SECOND    CLASS 0
 JE0375
 JE0375.The horizontal coordinates were scaled from a topographic map and have
 JE0375.an estimated accuracy of +/- 6 seconds.
 JE0375
 JE0375.The orthometric height was determined by differential leveling
 JE0375.and adjusted by the National Geodetic Survey in June 1991..
 JE0375
 JE0375.The geoid height was determined by GEOID03.
 JE0375
 JE0375.The dynamic height is computed by dividing the NAVD 88
 JE0375.geopotential number by the normal gravity value computed on the
 JE0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0375.degrees latitude (g = 980.6199 gals.).
 JE0375
 JE0375.The modeled gravity was interpolated from observed gravity values.
 JE0375
 JE0375;                    North         East    Units  Estimated Accuracy
 JE0375;SPC MO W     -   216,710.      888,730.      MT  (+/- 180 meters Scaled)
 JE0375
 JE0375                          SUPERSEDED SURVEY CONTROL
 JE0375
 JE0375  NGVD 29 (??/??/92)  252.661  (m)          828.94   (f) ADJ UNCH    2 0
 JE0375
 JE0375.Superseded values are not recommended for survey control.
 JE0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0375.See file dsdata.txt to determine how the superseded data were derived.
 JE0375
 JE0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC072195(NAD 83)
 JE0375_MARKER: DB = BENCH MARK DISK
 JE0375_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0375_SP_SET: 13 FEET
 JE0375_STAMPING: E 261 1962
 JE0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0375
 JE0375  HISTORY     - Date     Condition        Report By
 JE0375  HISTORY     - 1962     MONUMENTED       CGS
 JE0375
 JE0375                          STATION DESCRIPTION
 JE0375
 JE0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JE0375'3.5 MI NE FROM ROCKVILLE.
 JE0375'ABOUT 3.5 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JE0375'RAILROAD FROM THE STATION AT ROCKVILLE, 2 POLES NORTHEAST OF
 JE0375'MILEPOST 291, 1 POLE SOUTHWEST OF A CROSSING OF THE RAILROAD
 JE0375'AND A ROAD, 32 FEET NORTHWEST OF THE NORTHWEST RAIL, 158 FEET
 JE0375'SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A TELEPHONE
 JE0375'POLE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 JE0375'THE LEVEL OF THE RAILS AND ON THE TOP OF A 5/8-INCH COPPER
 JE0375'COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET AND IS ENCASED
 JE0375'IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0167 ***********************************************************************
 HE0167  DESIGNATION -  E 262
 HE0167  PID         -  HE0167
 HE0167  STATE/COUNTY-  MO/VERNON
 HE0167  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0167
 HE0167                         *CURRENT SURVEY CONTROL
 HE0167  ___________________________________________________________________
 HE0167* NAD 83(1986)-  37 50 24.     (N)    094 06 58.     (W)     SCALED    
 HE0167* NAVD 88     -       242.305  (meters)     794.96   (feet)  ADJUSTED  
 HE0167  ___________________________________________________________________
 HE0167  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HE0167  DYNAMIC HT  -         242.125 (meters)     794.37  (feet)  COMP
 HE0167  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 HE0167
 HE0167  VERT ORDER  -  SECOND    CLASS 0
 HE0167
 HE0167.The horizontal coordinates were scaled from a topographic map and have
 HE0167.an estimated accuracy of +/- 6 seconds.
 HE0167
 HE0167.The orthometric height was determined by differential leveling
 HE0167.and adjusted by the National Geodetic Survey in June 1991..
 HE0167
 HE0167.The geoid height was determined by GEOID03.
 HE0167
 HE0167.The dynamic height is computed by dividing the NAVD 88
 HE0167.geopotential number by the normal gravity value computed on the
 HE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0167.degrees latitude (g = 980.6199 gals.).
 HE0167
 HE0167.The modeled gravity was interpolated from observed gravity values.
 HE0167
 HE0167;                    North         East    Units  Estimated Accuracy
 HE0167;SPC MO W     -   185,760.      883,790.      MT  (+/- 180 meters Scaled)
 HE0167
 HE0167                          SUPERSEDED SURVEY CONTROL
 HE0167
 HE0167  NGVD 29 (??/??/92)  242.203  (m)          794.63   (f) ADJ UNCH    2 0
 HE0167
 HE0167.Superseded values are not recommended for survey control.
 HE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0167.See file dsdata.txt to determine how the superseded data were derived.
 HE0167
 HE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB017886(NAD 83)
 HE0167_MARKER: DB = BENCH MARK DISK
 HE0167_SETTING: 66 = SET IN ROCK OUTCROP
 HE0167_SP_SET: ROCK LEDGE
 HE0167_STAMPING: E 262 1962
 HE0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HE0167+STABILITY: POSITION/ELEVATION WELL
 HE0167
 HE0167  HISTORY     - Date     Condition        Report By
 HE0167  HISTORY     - 1962     MONUMENTED       CGS
 HE0167  HISTORY     - 1963     GOOD             NGS
 HE0167
 HE0167                          STATION DESCRIPTION
 HE0167
 HE0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0167'2.4 MI SE FROM DEDERICK.
 HE0167'ABOUT 0.15 MILES SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0167'CHURCH AT DEDERICK, THENCE 0.2 MILE WEST ALONG U.S. HIGHWAY
 HE0167'54, THENCE 1.1 MILES SOUTH ALONG STATE ROAD K, THENCE 1.0 MILES
 HE0167'EAST ALONG A DIRT ROAD, ABOUT 0.25 MILE EAST OF EAST END OF BRIDGE
 HE0167'OVER CLEAR CREEK, 0.05 MILE WEST OF JUNCTION OF T ROAD NORTH,
 HE0167'14 FEET NORTH OF THE CENTER LINE OF THE ROAD, 30 FEET NORTHEAST
 HE0167'OF A POWER POLE, 17 FEET SOUTH OF A FENCE, 13 FEET WEST OF A
 HE0167'6-INCH OAK TREE WITH WITNESS SHIELD NAILED ON SOUTH SIDE, ABOUT
 HE0167'3 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 HE0167'SANDSTONE ROCK LEDGE ON NORTH SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1714 ***********************************************************************
 JD1714  DESIGNATION -  E 263
 JD1714  PID         -  JD1714
 JD1714  STATE/COUNTY-  MO/ST CLAIR
 JD1714  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1714
 JD1714                         *CURRENT SURVEY CONTROL
 JD1714  ___________________________________________________________________
 JD1714* NAD 83(1986)-  38 11 38.     (N)    093 55 22.     (W)     SCALED    
 JD1714* NAVD 88     -       251.708  (meters)     825.81   (feet)  ADJUSTED  
 JD1714  ___________________________________________________________________
 JD1714  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JD1714  DYNAMIC HT  -         251.528 (meters)     825.22  (feet)  COMP
 JD1714  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 JD1714
 JD1714  VERT ORDER  -  SECOND    CLASS 0
 JD1714
 JD1714.The horizontal coordinates were scaled from a topographic map and have
 JD1714.an estimated accuracy of +/- 6 seconds.
 JD1714
 JD1714.The orthometric height was determined by differential leveling
 JD1714.and adjusted by the National Geodetic Survey in June 1991..
 JD1714
 JD1714.The geoid height was determined by GEOID03.
 JD1714
 JD1714.The dynamic height is computed by dividing the NAVD 88
 JD1714.geopotential number by the normal gravity value computed on the
 JD1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1714.degrees latitude (g = 980.6199 gals.).
 JD1714
 JD1714.The modeled gravity was interpolated from observed gravity values.
 JD1714
 JD1714;                    North         East    Units  Estimated Accuracy
 JD1714;SPC MO W     -   225,130.      900,560.      MT  (+/- 180 meters Scaled)
 JD1714
 JD1714                          SUPERSEDED SURVEY CONTROL
 JD1714
 JD1714  NGVD 29 (??/??/92)  251.605  (m)          825.47   (f) ADJ UNCH    2 0
 JD1714
 JD1714.Superseded values are not recommended for survey control.
 JD1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1714.See file dsdata.txt to determine how the superseded data were derived.
 JD1714
 JD1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC191277(NAD 83)
 JD1714_MARKER: DB = BENCH MARK DISK
 JD1714_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1714_SP_SET: 10 FEET
 JD1714_STAMPING: E 263 1963
 JD1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1714
 JD1714  HISTORY     - Date     Condition        Report By
 JD1714  HISTORY     - 1963     MONUMENTED       CGS
 JD1714  HISTORY     - 1963     GOOD             NGS
 JD1714
 JD1714                          STATION DESCRIPTION
 JD1714
 JD1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1714'6.8 MI E FROM APPLETON CITY.
 JD1714'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1714'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JD1714'0.25 MILES EAST ALONG STATE ROAD A, THENCE 4.0 MILES EAST ALONG
 JD1714'STATE ROAD AA, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD,
 JD1714'AT THE INTERSECTION OF AN EAST-WEST ROAD, 21 FEET NORTH OF THE
 JD1714'CENTER LINE OF THE EAST-WEST ROAD, 24 FEET WEST OF THE CENTER
 JD1714'LINE OF THE NORTH-SOUTH ROAD, 30 FEET NORTHWEST OF THE CENTER OF
 JD1714'THE INTERSECTION, 2 FEET SOUTHEAST OF A POWER POLE, 1 FOOT NORTH
 JD1714'OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 JD1714'ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A COPPER COATED
 JD1714'5/8-INCH ROD WHICH IS DRIVEN TO A DEPTH OF 10 FEET AND ENCASED
 JD1714'IN A 6-INCH TILE PROJECTING 4-INCHES.
 JD1714
 JD1714                          STATION RECOVERY (1963)
 JD1714
 JD1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0625 ***********************************************************************
 JE0625  DESIGNATION -  E 264
 JE0625  PID         -  JE0625
 JE0625  STATE/COUNTY-  MO/BATES
 JE0625  USGS QUAD   -  PLEASANT GAP (1961)
 JE0625
 JE0625                         *CURRENT SURVEY CONTROL
 JE0625  ___________________________________________________________________
 JE0625* NAD 83(1986)-  38 10 09.     (N)    094 10 57.     (W)     SCALED    
 JE0625* NAVD 88     -       302.688  (meters)     993.07   (feet)  ADJUSTED  
 JE0625  ___________________________________________________________________
 JE0625  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE0625  DYNAMIC HT  -         302.465 (meters)     992.34  (feet)  COMP
 JE0625  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 JE0625
 JE0625  VERT ORDER  -  SECOND    CLASS 0
 JE0625
 JE0625.The horizontal coordinates were scaled from a topographic map and have
 JE0625.an estimated accuracy of +/- 6 seconds.
 JE0625
 JE0625.The orthometric height was determined by differential leveling
 JE0625.and adjusted by the National Geodetic Survey in June 1991..
 JE0625
 JE0625.The geoid height was determined by GEOID03.
 JE0625
 JE0625.The dynamic height is computed by dividing the NAVD 88
 JE0625.geopotential number by the normal gravity value computed on the
 JE0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0625.degrees latitude (g = 980.6199 gals.).
 JE0625
 JE0625.The modeled gravity was interpolated from observed gravity values.
 JE0625
 JE0625;                    North         East    Units  Estimated Accuracy
 JE0625;SPC MO W     -   222,270.      877,820.      MT  (+/- 180 meters Scaled)
 JE0625
 JE0625                          SUPERSEDED SURVEY CONTROL
 JE0625
 JE0625  NGVD 29 (??/??/92)  302.574  (m)          992.69   (f) ADJ UNCH    2 0
 JE0625
 JE0625.Superseded values are not recommended for survey control.
 JE0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0625.See file dsdata.txt to determine how the superseded data were derived.
 JE0625
 JE0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC964252(NAD 83)
 JE0625_MARKER: DB = BENCH MARK DISK
 JE0625_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0625_SP_SET: 7 FEET
 JE0625_STAMPING: E 264 1963
 JE0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0625
 JE0625  HISTORY     - Date     Condition        Report By
 JE0625  HISTORY     - 1963     MONUMENTED       CGS
 JE0625
 JE0625                          STATION DESCRIPTION
 JE0625
 JE0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0625'0.2 MI S FROM PLEASANT GAP.
 JE0625'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0625'CHURCH AT PLEASANT GAP, AT THE JUNCTION OF A T ROAD LEADING
 JE0625'WEST, 34 FEET NORTH OF THE CENTER LINE OF THE T ROAD, 2 FEET
 JE0625'SOUTHEAST OF A POWER POLE, 1 FOOT EAST OF A FENCE, 1.2 FEET
 JE0625'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 JE0625'OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 JE0625'WHICH IS DRIVEN TO A DEPTH OF 7 FEET AND ENCASED IN A 6-INCH
 JE0625'TILE PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0660 ***********************************************************************
 JE0660  DESIGNATION -  E 265
 JE0660  PID         -  JE0660
 JE0660  STATE/COUNTY-  MO/BATES
 JE0660  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0660
 JE0660                         *CURRENT SURVEY CONTROL
 JE0660  ___________________________________________________________________
 JE0660* NAD 83(1986)-  38 10 03.     (N)    094 15 04.     (W)     SCALED    
 JE0660* NAVD 88     -       241.278  (meters)     791.59   (feet)  ADJUSTED  
 JE0660  ___________________________________________________________________
 JE0660  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0660  DYNAMIC HT  -         241.101 (meters)     791.01  (feet)  COMP
 JE0660  MODELED GRAV-     979,890.5   (mgal)                       NAVD 88
 JE0660
 JE0660  VERT ORDER  -  SECOND    CLASS 0
 JE0660
 JE0660.The horizontal coordinates were scaled from a topographic map and have
 JE0660.an estimated accuracy of +/- 6 seconds.
 JE0660
 JE0660.The orthometric height was determined by differential leveling
 JE0660.and adjusted by the National Geodetic Survey in June 1991..
 JE0660
 JE0660.The geoid height was determined by GEOID03.
 JE0660
 JE0660.The dynamic height is computed by dividing the NAVD 88
 JE0660.geopotential number by the normal gravity value computed on the
 JE0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0660.degrees latitude (g = 980.6199 gals.).
 JE0660
 JE0660.The modeled gravity was interpolated from observed gravity values.
 JE0660
 JE0660;                    North         East    Units  Estimated Accuracy
 JE0660;SPC MO W     -   222,070.      871,810.      MT  (+/- 180 meters Scaled)
 JE0660
 JE0660                          SUPERSEDED SURVEY CONTROL
 JE0660
 JE0660  NGVD 29 (??/??/92)  241.163  (m)          791.22   (f) ADJ UNCH    2 0
 JE0660
 JE0660.Superseded values are not recommended for survey control.
 JE0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0660.See file dsdata.txt to determine how the superseded data were derived.
 JE0660
 JE0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC904251(NAD 83)
 JE0660_MARKER: DB = BENCH MARK DISK
 JE0660_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0660+WITH SETTING: INTO GROUND
 JE0660_STAMPING: E 265 1963
 JE0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0660+STABILITY: SURFACE MOTION
 JE0660
 JE0660  HISTORY     - Date     Condition        Report By
 JE0660  HISTORY     - 1963     MONUMENTED       CGS
 JE0660
 JE0660                          STATION DESCRIPTION
 JE0660
 JE0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0660'4.2 MI W FROM PLEASANT GAP.
 JE0660'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD 0 FROM THE CHRISTIAN
 JE0660'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRADED
 JE0660'DIRT ROAD, AT JUNCTION OF STATE ROAD N, 231 FEET NORTHEAST OF
 JE0660'THE CENTER LINE OF STATE ROAD N, 88 FEET SOUTHEAST OF THE
 JE0660'SOUTHEAST CORNER OF THE DOUBLE BRANCH CHRISTIAN, 29 FEET WEST OF
 JE0660'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 23 FEET NORTH OF THE
 JE0660'CENTER LINE OF THE EAST-WEST ROAD, 2 FEET EAST OF A TELEPHONE
 JE0660'POLE, 1.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL OF
 JE0660'THE ROAD, AND WELDED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 JE0660'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0043 ***********************************************************************
 JE0043  DESIGNATION -  E 266
 JE0043  PID         -  JE0043
 JE0043  STATE/COUNTY-  MO/CASS
 JE0043  USGS QUAD   -  HARRISONVILLE (1981)
 JE0043
 JE0043                         *CURRENT SURVEY CONTROL
 JE0043  ___________________________________________________________________
 JE0043* NAD 83(1986)-  38 44 43.     (N)    094 18 48.     (W)     SCALED    
 JE0043* NAVD 88     -       279.488  (meters)     916.95   (feet)  ADJUSTED  
 JE0043  ___________________________________________________________________
 JE0043  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JE0043  DYNAMIC HT  -         279.299 (meters)     916.33  (feet)  COMP
 JE0043  MODELED GRAV-     979,944.7   (mgal)                       NAVD 88
 JE0043
 JE0043  VERT ORDER  -  FIRST     CLASS II
 JE0043
 JE0043.The horizontal coordinates were scaled from a topographic map and have
 JE0043.an estimated accuracy of +/- 6 seconds.
 JE0043
 JE0043.The orthometric height was determined by differential leveling
 JE0043.and adjusted by the National Geodetic Survey in June 1991..
 JE0043
 JE0043.The geoid height was determined by GEOID03.
 JE0043
 JE0043.The dynamic height is computed by dividing the NAVD 88
 JE0043.geopotential number by the normal gravity value computed on the
 JE0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0043.degrees latitude (g = 980.6199 gals.).
 JE0043
 JE0043.The modeled gravity was interpolated from observed gravity values.
 JE0043
 JE0043;                    North         East    Units  Estimated Accuracy
 JE0043;SPC MO W     -   286,190.      866,230.      MT  (+/- 180 meters Scaled)
 JE0043
 JE0043                          SUPERSEDED SURVEY CONTROL
 JE0043
 JE0043  NGVD 29 (??/??/92)  279.378  (m)          916.59   (f) ADJ UNCH    1 2
 JE0043
 JE0043.Superseded values are not recommended for survey control.
 JE0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0043.See file dsdata.txt to determine how the superseded data were derived.
 JE0043
 JE0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC858893(NAD 83)
 JE0043_MARKER: DB = BENCH MARK DISK
 JE0043_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0043+WITH SETTING: INTO GROUND
 JE0043_STAMPING: E 266 1963
 JE0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0043+STABILITY: SURFACE MOTION
 JE0043
 JE0043  HISTORY     - Date     Condition        Report By
 JE0043  HISTORY     - 1963     MONUMENTED       CGS
 JE0043
 JE0043                          STATION DESCRIPTION
 JE0043
 JE0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0043'3.9 MI SW FROM PLEASANT HILL.
 JE0043'ABOUT 3.9 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0043'FROM THE STATION AT PLEASANT HILL, IN SECTION 2, T 45 N, R 31 W,
 JE0043'JUST NORTH OF A WOODEN OVER PASS OVER AN EAST-WEST ROAD, 5 POLES
 JE0043'NORTHEAST OF MILEPOST 252-20, 45 FEET NORTHWEST OF THE NORTHWEST
 JE0043'RAIL, 14 FEET SOUTHWEST OF A TELEPHONE POLE, 1 1/2 FEET EAST
 JE0043'OF A FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 5
 JE0043'FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 3-INCH
 JE0043'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0540 ***********************************************************************
 JE0540  DESIGNATION -  E 267
 JE0540  PID         -  JE0540
 JE0540  STATE/COUNTY-  MO/BATES
 JE0540  USGS QUAD   -  NEW HOME (1991)
 JE0540
 JE0540                         *CURRENT SURVEY CONTROL
 JE0540  ___________________________________________________________________
 JE0540* NAD 83(1986)-  38 12 58.     (N)    094 27 17.     (W)     SCALED    
 JE0540* NAVD 88     -       237.366  (meters)     778.76   (feet)  ADJUSTED  
 JE0540  ___________________________________________________________________
 JE0540  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JE0540  DYNAMIC HT  -         237.196 (meters)     778.20  (feet)  COMP
 JE0540  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 JE0540
 JE0540  VERT ORDER  -  SECOND    CLASS 0
 JE0540
 JE0540.The horizontal coordinates were scaled from a topographic map and have
 JE0540.an estimated accuracy of +/- 6 seconds.
 JE0540
 JE0540.The orthometric height was determined by differential leveling
 JE0540.and adjusted by the National Geodetic Survey in June 1991..
 JE0540
 JE0540.The geoid height was determined by GEOID03.
 JE0540
 JE0540.The dynamic height is computed by dividing the NAVD 88
 JE0540.geopotential number by the normal gravity value computed on the
 JE0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0540.degrees latitude (g = 980.6199 gals.).
 JE0540
 JE0540.The modeled gravity was interpolated from observed gravity values.
 JE0540
 JE0540;                    North         East    Units  Estimated Accuracy
 JE0540;SPC MO W     -   227,440.      853,970.      MT  (+/- 180 meters Scaled)
 JE0540
 JE0540                          SUPERSEDED SURVEY CONTROL
 JE0540
 JE0540  NGVD 29 (??/??/92)  237.241  (m)          778.35   (f) ADJ UNCH    2 0
 JE0540
 JE0540.Superseded values are not recommended for survey control.
 JE0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0540.See file dsdata.txt to determine how the superseded data were derived.
 JE0540
 JE0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC726307(NAD 83)
 JE0540_MARKER: DB = BENCH MARK DISK
 JE0540_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0540_SP_SET: 16 FEET
 JE0540_STAMPING: E 267 1963
 JE0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0540
 JE0540  HISTORY     - Date     Condition        Report By
 JE0540  HISTORY     - 1963     MONUMENTED       CGS
 JE0540  HISTORY     - 20060401 POOR             INDIV
 JE0540
 JE0540                          STATION DESCRIPTION
 JE0540
 JE0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0540'5.7 MI SE FROM VIRGINIA.
 JE0540'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0540'CHURCH AT VIRGINIA, THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT
 JE0540'ROAD THENCE 0.35 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.5
 JE0540'MILES SOUTH ALONG A GRAVELED ROAD, OR ABOUT 0.1 MILES WEST
 JE0540'ALONG MAIN STREET FROM THE POST OFFICE AT FOSTER, THENCE 0.35
 JE0540'MILES NORTH ALONG COUNTY ROAD U, THENCE 2.95 MILES NORTHEAST
 JE0540'ALONG A WINDING GRADED DIRT ROAD, THENCE 2.4 MILES NORTHEAST
 JE0540'ALONG A GRAVELED ROAD, THENCE 0.8 MILES NORTH ALONG A GRAVELED
 JE0540'ROAD, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 89 FEET
 JE0540'EAST NORTHEAST OF NORTHEAST CORNER OF A FARM HOUSE, 22 FEET SOUTH
 JE0540'OF A EAST-WEST FENCE, 1 FOOT WEST OF A NORTH-SOUTH FENCE, 19
 JE0540'FEET SOUTH OF A 24-INCH WALNUT TREE, 0.8 FEET SOUTH OF A METAL
 JE0540'WITNESS POST ABOUT LEVEL WITH THE ROAD AND ON THE TOP OF 5/8-INCH
 JE0540'ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH
 JE0540'TILE PROJECTING 4 INCHES.
 JE0540
 JE0540                          STATION RECOVERY (2006)
 JE0540
 JE0540'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0540'TILE IS CRACKED IN HALF AND A SMALL TREE HAS GROWN UP INSIDE THE TILE,
 JE0540'BESIDE, AND AROUND, THE SURVEY DISC.  IT IS LIKELY THAT THE TREE HAS
 JE0540'PUSHED THE ROD TO THE NORTH AND WILL ENCASE THE ENTIRE DISC IN YEARS
 JE0540'TO COME.
 JE0540' 
 JE0540'THE FARM HOUSE HAS BEEN REMOVED.
 JE0540' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1381 ***********************************************************************
 JD1381  DESIGNATION -  E 268
 JD1381  PID         -  JD1381
 JD1381  STATE/COUNTY-  MO/MORGAN
 JD1381  USGS QUAD   -  CROCKERVILLE (1980)
 JD1381
 JD1381                         *CURRENT SURVEY CONTROL
 JD1381  ___________________________________________________________________
 JD1381* NAD 83(1986)-  38 27 32.     (N)    093 01 16.     (W)     SCALED    
 JD1381* NAVD 88     -       327.381  (meters)    1074.08   (feet)  ADJUSTED  
 JD1381  ___________________________________________________________________
 JD1381  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD1381  DYNAMIC HT  -         327.146 (meters)    1073.31  (feet)  COMP
 JD1381  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 JD1381
 JD1381  VERT ORDER  -  SECOND    CLASS 0
 JD1381
 JD1381.The horizontal coordinates were scaled from a topographic map and have
 JD1381.an estimated accuracy of +/- 6 seconds.
 JD1381
 JD1381.The orthometric height was determined by differential leveling
 JD1381.and adjusted by the National Geodetic Survey in June 1991..
 JD1381
 JD1381.The geoid height was determined by GEOID03.
 JD1381
 JD1381.The dynamic height is computed by dividing the NAVD 88
 JD1381.geopotential number by the normal gravity value computed on the
 JD1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1381.degrees latitude (g = 980.6199 gals.).
 JD1381
 JD1381.The modeled gravity was interpolated from observed gravity values.
 JD1381
 JD1381;                    North         East    Units  Estimated Accuracy
 JD1381;SPC MO C     -   291,500.      454,520.      MT  (+/- 180 meters Scaled)
 JD1381
 JD1381                          SUPERSEDED SURVEY CONTROL
 JD1381
 JD1381  NGVD 29 (??/??/92)  327.261  (m)         1073.69   (f) ADJ UNCH    2 0
 JD1381
 JD1381.Superseded values are not recommended for survey control.
 JD1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1381.See file dsdata.txt to determine how the superseded data were derived.
 JD1381
 JD1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC981567(NAD 83)
 JD1381_MARKER: DB = BENCH MARK DISK
 JD1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1381_STAMPING: E 268 1963
 JD1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1381+STABILITY: SURFACE MOTION
 JD1381
 JD1381  HISTORY     - Date     Condition        Report By
 JD1381  HISTORY     - 1963     MONUMENTED       CGS
 JD1381
 JD1381                          STATION DESCRIPTION
 JD1381
 JD1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1381'3.1 MI NW FROM STOVER.
 JD1381'1.3 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD
 JD1381'FROM THE STATION AT STOVER, THENCE 0.45 MILE NORTH ALONG A
 JD1381'GRAVELED ROAD, THENCE 0.25 MILE WEST ALONG STATE HIGHWAYS 52 AND
 JD1381'135, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 135, IN SECTION
 JD1381'28, T 43 N, R 19 W, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JD1381'13 FEET NORTH OF A TRAIL ROAD LEADING EAST, 1 1/2 FEET WEST OF A
 JD1381'FENCE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD1381'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JD1381'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0986 ***********************************************************************
 JD0986  DESIGNATION -  E 269
 JD0986  PID         -  JD0986
 JD0986  STATE/COUNTY-  MO/PETTIS
 JD0986  USGS QUAD   -  PYRMONT (1961)
 JD0986
 JD0986                         *CURRENT SURVEY CONTROL
 JD0986  ___________________________________________________________________
 JD0986* NAD 83(1986)-  38 36 21.     (N)    093 05 19.     (W)     SCALED    
 JD0986* NAVD 88     -       276.854  (meters)     908.31   (feet)  ADJUSTED  
 JD0986  ___________________________________________________________________
 JD0986  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0986  DYNAMIC HT  -         276.661 (meters)     907.68  (feet)  COMP
 JD0986  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 JD0986
 JD0986  VERT ORDER  -  SECOND    CLASS 0
 JD0986
 JD0986.The horizontal coordinates were scaled from a topographic map and have
 JD0986.an estimated accuracy of +/- 6 seconds.
 JD0986
 JD0986.The orthometric height was determined by differential leveling
 JD0986.and adjusted by the National Geodetic Survey in June 1991..
 JD0986
 JD0986.The geoid height was determined by GEOID03.
 JD0986
 JD0986.The dynamic height is computed by dividing the NAVD 88
 JD0986.geopotential number by the normal gravity value computed on the
 JD0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0986.degrees latitude (g = 980.6199 gals.).
 JD0986
 JD0986.The modeled gravity was interpolated from observed gravity values.
 JD0986
 JD0986;                    North         East    Units  Estimated Accuracy
 JD0986;SPC MO C     -   307,840.      448,730.      MT  (+/- 180 meters Scaled)
 JD0986
 JD0986                          SUPERSEDED SURVEY CONTROL
 JD0986
 JD0986  NGVD 29 (??/??/92)  276.748  (m)          907.96   (f) ADJ UNCH    2 0
 JD0986
 JD0986.Superseded values are not recommended for survey control.
 JD0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0986.See file dsdata.txt to determine how the superseded data were derived.
 JD0986
 JD0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC922730(NAD 83)
 JD0986_MARKER: DB = BENCH MARK DISK
 JD0986_SETTING: 66 = SET IN ROCK OUTCROP
 JD0986_SP_SET: ROCK OUTCROP
 JD0986_STAMPING: E 269 1963
 JD0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0986+STABILITY: POSITION/ELEVATION WELL
 JD0986
 JD0986  HISTORY     - Date     Condition        Report By
 JD0986  HISTORY     - 1963     MONUMENTED       CGS
 JD0986
 JD0986                          STATION DESCRIPTION
 JD0986
 JD0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0986'6.8 MI S FROM SMITHTON.
 JD0986'ABOUT 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0986'THE STATION AT SMITHTON, THENCE 6.55 MILES SOUTH ALONG STATE
 JD0986'ROAD W, IN T 44 N, R 20 W, 22 FEET NORTHWEST OF THE CENTER LINE
 JD0986'OF THE ROAD, 15 FEET SOUTHEAST OF A FENCE, 14.5 FEET SOUTHEAST
 JD0986'OF A METAL WITNESS POST, ABOUT 2.0 FEET BELOW THE LEVEL OF
 JD0986'THE ROAD, AND SET IN THE TOP OF A SANDSTONE ROCK OUTCROP ON
 JD0986'THE NORTHWEST BANK OF A GRADER DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0938 ***********************************************************************
 GD0938  DESIGNATION -  E 27
 GD0938  PID         -  GD0938
 GD0938  STATE/COUNTY-  MO/NEW MADRID
 GD0938  USGS QUAD   -  PORTAGEVILLE (1971)
 GD0938
 GD0938                         *CURRENT SURVEY CONTROL
 GD0938  ___________________________________________________________________
 GD0938* NAD 83(1986)-  36 29 50.     (N)    089 38 00.     (W)     SCALED    
 GD0938* NAVD 88     -        87.275  (meters)     286.33   (feet)  ADJUSTED  
 GD0938  ___________________________________________________________________
 GD0938  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GD0938  DYNAMIC HT  -          87.204 (meters)     286.10  (feet)  COMP
 GD0938  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GD0938
 GD0938  VERT ORDER  -  SECOND    CLASS 0
 GD0938
 GD0938.The horizontal coordinates were scaled from a topographic map and have
 GD0938.an estimated accuracy of +/- 6 seconds.
 GD0938
 GD0938.The orthometric height was determined by differential leveling
 GD0938.and adjusted by the National Geodetic Survey in June 1991..
 GD0938
 GD0938.The geoid height was determined by GEOID03.
 GD0938
 GD0938.The dynamic height is computed by dividing the NAVD 88
 GD0938.geopotential number by the normal gravity value computed on the
 GD0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0938.degrees latitude (g = 980.6199 gals.).
 GD0938
 GD0938.The modeled gravity was interpolated from observed gravity values.
 GD0938
 GD0938;                    North         East    Units  Estimated Accuracy
 GD0938;SPC MO E     -    74,010.      327,640.      MT  (+/- 180 meters Scaled)
 GD0938
 GD0938                          SUPERSEDED SURVEY CONTROL
 GD0938
 GD0938  NGVD 29 (??/??/??)   87.185  (m)          286.04   (f) ADJUSTED    2 0
 GD0938
 GD0938.Superseded values are not recommended for survey control.
 GD0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0938.See file dsdata.txt to determine how the superseded data were derived.
 GD0938
 GD0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF641423(NAD 83)
 GD0938_MARKER: DB = BENCH MARK DISK
 GD0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0938_STAMPING: E 27 1933
 GD0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0938+STABILITY: SURFACE MOTION
 GD0938
 GD0938  HISTORY     - Date     Condition        Report By
 GD0938  HISTORY     - 1933     MONUMENTED       CGS
 GD0938  HISTORY     - 1969     GOOD             USGS
 GD0938  HISTORY     - 20020712 POOR             USACE
 GD0938
 GD0938                          STATION DESCRIPTION
 GD0938
 GD0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0938'1.7 MI SW FROM MARSTON.
 GD0938'1.7 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GD0938'FROM MARSTON, NEW MADRID COUNTY, 1.2 MILES NORTHEAST OF THE ROAD
 GD0938'CROSSING AT CONRAN, 134 FEET NORTHEAST OF POLE 192/29, AT A
 GD0938'ROAD CROSSING, 79 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 GD0938'AND 77 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 GD0938'DISK, STAMPED E 27 1933 AND SET IN THE TOP OF A CONCRETE POST.
 GD0938'NOTE-- MARK IS 28 FT N AND 120 FT E OF E-W ROAD AT MAIN TRACK OF
 GD0938'RR.
 GD0938
 GD0938                          STATION RECOVERY (1969)
 GD0938
 GD0938'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0938'RECOVERED IN GOOD CONDITION.
 GD0938
 GD0938                          STATION RECOVERY (2002)
 GD0938
 GD0938'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0938'THE STATION HAS BEEN DESTROYED. CONCRETE SLAB FOUND WITH STEM, CAP
 GD0938'SHEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1050 ***********************************************************************
 JD1050  DESIGNATION -  E 270
 JD1050  PID         -  JD1050
 JD1050  STATE/COUNTY-  MO/PETTIS
 JD1050  USGS QUAD   -  BAHNER (1972)
 JD1050
 JD1050                         *CURRENT SURVEY CONTROL
 JD1050  ___________________________________________________________________
 JD1050* NAD 83(1986)-  38 35 58.     (N)    093 11 58.     (W)     SCALED    
 JD1050* NAVD 88     -       266.368  (meters)     873.91   (feet)  ADJUSTED  
 JD1050  ___________________________________________________________________
 JD1050  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1050  DYNAMIC HT  -         266.181 (meters)     873.30  (feet)  COMP
 JD1050  MODELED GRAV-     979,921.6   (mgal)                       NAVD 88
 JD1050
 JD1050  VERT ORDER  -  SECOND    CLASS 0
 JD1050
 JD1050.The horizontal coordinates were scaled from a topographic map and have
 JD1050.an estimated accuracy of +/- 6 seconds.
 JD1050
 JD1050.The orthometric height was determined by differential leveling
 JD1050.and adjusted by the National Geodetic Survey in June 1991..
 JD1050
 JD1050.The geoid height was determined by GEOID03.
 JD1050
 JD1050.The dynamic height is computed by dividing the NAVD 88
 JD1050.geopotential number by the normal gravity value computed on the
 JD1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1050.degrees latitude (g = 980.6199 gals.).
 JD1050
 JD1050.The modeled gravity was interpolated from observed gravity values.
 JD1050
 JD1050;                    North         East    Units  Estimated Accuracy
 JD1050;SPC MO C     -   307,200.      439,070.      MT  (+/- 180 meters Scaled)
 JD1050
 JD1050                          SUPERSEDED SURVEY CONTROL
 JD1050
 JD1050  NGVD 29 (??/??/92)  266.259  (m)          873.55   (f) ADJ UNCH    2 0
 JD1050
 JD1050.Superseded values are not recommended for survey control.
 JD1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1050.See file dsdata.txt to determine how the superseded data were derived.
 JD1050
 JD1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC826723(NAD 83)
 JD1050_MARKER: DB = BENCH MARK DISK
 JD1050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1050_SP_SET: BRIDGE
 JD1050_STAMPING: E 270 1963
 JD1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1050
 JD1050  HISTORY     - Date     Condition        Report By
 JD1050  HISTORY     - 1963     MONUMENTED       CGS
 JD1050
 JD1050                          STATION DESCRIPTION
 JD1050
 JD1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1050'3.4 MI NE FROM SPRING FORK.
 JD1050'ABOUT 1.1 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE
 JD1050'OVER SPRING FORK CREEK AT SPRING FORK, THENCE 1.0 MILES NORTH
 JD1050'ALONG COUNTY ROAD U, THENCE 0.55 MILES EAST ALONG A GRAVELED
 JD1050'ROAD, THENCE 0.55 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 JD1050'0.2 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 11, T 44 N,
 JD1050'R 21 W, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 7 FEET
 JD1050'NORTHEAST OF THE NORTHEAST BRIDGE GUARD RAIL POST, ABOUT
 JD1050'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF THE
 JD1050'NORTHEAST END OF THE NORTHEAST WINGWALL OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1284 ***********************************************************************
 JD1284  DESIGNATION -  E 271
 JD1284  PID         -  JD1284
 JD1284  STATE/COUNTY-  MO/BENTON
 JD1284  USGS QUAD   -  LINCOLN (1961)
 JD1284
 JD1284                         *CURRENT SURVEY CONTROL
 JD1284  ___________________________________________________________________
 JD1284* NAD 83(1986)-  38 25 31.     (N)    093 16 26.     (W)     SCALED    
 JD1284* NAVD 88     -       277.684  (meters)     911.03   (feet)  ADJUSTED  
 JD1284  ___________________________________________________________________
 JD1284  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD1284  DYNAMIC HT  -         277.487 (meters)     910.39  (feet)  COMP
 JD1284  MODELED GRAV-     979,911.2   (mgal)                       NAVD 88
 JD1284
 JD1284  VERT ORDER  -  SECOND    CLASS 0
 JD1284
 JD1284.The horizontal coordinates were scaled from a topographic map and have
 JD1284.an estimated accuracy of +/- 6 seconds.
 JD1284
 JD1284.The orthometric height was determined by differential leveling
 JD1284.and adjusted by the National Geodetic Survey in June 1991..
 JD1284
 JD1284.The geoid height was determined by GEOID03.
 JD1284
 JD1284.The dynamic height is computed by dividing the NAVD 88
 JD1284.geopotential number by the normal gravity value computed on the
 JD1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1284.degrees latitude (g = 980.6199 gals.).
 JD1284
 JD1284.The modeled gravity was interpolated from observed gravity values.
 JD1284
 JD1284;                    North         East    Units  Estimated Accuracy
 JD1284;SPC MO C     -   287,920.      432,430.      MT  (+/- 180 meters Scaled)
 JD1284
 JD1284                          SUPERSEDED SURVEY CONTROL
 JD1284
 JD1284  NGVD 29 (??/??/92)  277.558  (m)          910.62   (f) ADJ UNCH    2 0
 JD1284
 JD1284.Superseded values are not recommended for survey control.
 JD1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1284.See file dsdata.txt to determine how the superseded data were derived.
 JD1284
 JD1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC760530(NAD 83)
 JD1284_MARKER: DB = BENCH MARK DISK
 JD1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1284_STAMPING: E 271 1963
 JD1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1284+STABILITY: SURFACE MOTION
 JD1284
 JD1284  HISTORY     - Date     Condition        Report By
 JD1284  HISTORY     - 1963     MONUMENTED       CGS
 JD1284
 JD1284                          STATION DESCRIPTION
 JD1284
 JD1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1284'5.4 MI NE FROM LINCOLN.
 JD1284'0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINCOLN,
 JD1284'THENCE 0.75 MILE NORTH ALONG U.S. HIGHWAY 65, THENCE 1.0 MILE
 JD1284'EAST ALONG A GRAVELED ROAD, THENCE 0.55 MILE NORTH ALONG A
 JD1284'GRAVELED ROAD, THENCE 2.1 MILES NORTHEAST ALONG A WINDING
 JD1284'GRAVELED ROAD, THENCE 0.35 NORTH AND 0.45 MILE EAST ALONG A
 JD1284'GRAVELED ROAD, IN SECTION 18, T 42 N, R 21 W, OR 0.65 MILE WEST
 JD1284'ALONG STATE HIGHWAY 52 FROM THE POST OFFICE AT COLE CAMP,
 JD1284'THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD, THENCE 3.4 MILES WEST
 JD1284'ALONG A GRAVELED ROAD, THENCE 1.7 MILES SOUTH ALONG A GRAVELED
 JD1284'ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 167 FEET
 JD1284'WEST OF THE CENTER OF THE INTERSECTION, 63 FEET NORTHWEST OF THE
 JD1284'NORTHWEST CORNER OF A HOUSE, 1 1/2 FEET NORTH OF A FENCE, 1.5
 JD1284'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 JD1284'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD1284'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1598 ***********************************************************************
 JD1598  DESIGNATION -  E 272
 JD1598  PID         -  JD1598
 JD1598  STATE/COUNTY-  MO/HENRY
 JD1598  USGS QUAD   -  LEESVILLE (1981)
 JD1598
 JD1598                         *CURRENT SURVEY CONTROL
 JD1598  ___________________________________________________________________
 JD1598* NAD 83(1986)-  38 19 06.     (N)    093 35 52.     (W)     SCALED    
 JD1598* NAVD 88     -       253.188  (meters)     830.67   (feet)  ADJUSTED  
 JD1598  ___________________________________________________________________
 JD1598  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JD1598  DYNAMIC HT  -         253.011 (meters)     830.09  (feet)  COMP
 JD1598  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 JD1598
 JD1598  VERT ORDER  -  SECOND    CLASS 0
 JD1598
 JD1598.The horizontal coordinates were scaled from a topographic map and have
 JD1598.an estimated accuracy of +/- 6 seconds.
 JD1598
 JD1598.The orthometric height was determined by differential leveling
 JD1598.and adjusted by the National Geodetic Survey in June 1991..
 JD1598
 JD1598.The geoid height was determined by GEOID03.
 JD1598
 JD1598.The dynamic height is computed by dividing the NAVD 88
 JD1598.geopotential number by the normal gravity value computed on the
 JD1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1598.degrees latitude (g = 980.6199 gals.).
 JD1598
 JD1598.The modeled gravity was interpolated from observed gravity values.
 JD1598
 JD1598;                    North         East    Units  Estimated Accuracy
 JD1598;SPC MO W     -   239,170.      928,900.      MT  (+/- 180 meters Scaled)
 JD1598
 JD1598                          SUPERSEDED SURVEY CONTROL
 JD1598
 JD1598  NGVD 29 (??/??/92)  253.062  (m)          830.25   (f) ADJ UNCH    2 0
 JD1598
 JD1598.Superseded values are not recommended for survey control.
 JD1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1598.See file dsdata.txt to determine how the superseded data were derived.
 JD1598
 JD1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC477413(NAD 83)
 JD1598_MARKER: DB = BENCH MARK DISK
 JD1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1598_STAMPING: E 272 1963
 JD1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1598+STABILITY: SURFACE MOTION
 JD1598
 JD1598  HISTORY     - Date     Condition        Report By
 JD1598  HISTORY     - 1963     MONUMENTED       CGS
 JD1598
 JD1598                          STATION DESCRIPTION
 JD1598
 JD1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1598'3.3 MI NW FROM TIGHTWAD.
 JD1598'ABOUT 3.3 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE SCHOOLHOUSE
 JD1598'AT TIGHTWAD, IN SECTION 20, T 41 N, R 24 W, 0.35 MILE WEST
 JD1598'OF A ROAD INTERSECTION, 50 FEET NORTH OF THE CENTER LINE OF THE
 JD1598'HIGHWAY, 14 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD
 JD1598'LEADING SOUTH, 1 FOOT SOUTH OF A FENCE, 1.0 FOOT NORTHEAST OF A
 JD1598'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JD1598'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1055 ***********************************************************************
 GD1055  DESIGNATION -  E 273
 GD1055  PID         -  GD1055
 GD1055  STATE/COUNTY-  MO/PEMISCOT
 GD1055  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1055
 GD1055                         *CURRENT SURVEY CONTROL
 GD1055  ___________________________________________________________________
 GD1055* NAD 83(1986)-  36 12 05.     (N)    089 40 01.     (W)     SCALED    
 GD1055* NAVD 88     -        83.841  (meters)     275.07   (feet)  ADJUSTED  
 GD1055  ___________________________________________________________________
 GD1055  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1055  DYNAMIC HT  -          83.772 (meters)     274.84  (feet)  COMP
 GD1055  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 GD1055
 GD1055  VERT ORDER  -  FIRST     CLASS I
 GD1055
 GD1055.The horizontal coordinates were scaled from a topographic map and have
 GD1055.an estimated accuracy of +/- 6 seconds.
 GD1055
 GD1055.The orthometric height was determined by differential leveling
 GD1055.and adjusted by the National Geodetic Survey in June 1991..
 GD1055
 GD1055.The geoid height was determined by GEOID03.
 GD1055
 GD1055.The dynamic height is computed by dividing the NAVD 88
 GD1055.geopotential number by the normal gravity value computed on the
 GD1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1055.degrees latitude (g = 980.6199 gals.).
 GD1055
 GD1055.The modeled gravity was interpolated from observed gravity values.
 GD1055
 GD1055;                    North         East    Units  Estimated Accuracy
 GD1055;SPC MO E     -    41,160.      324,920.      MT  (+/- 180 meters Scaled)
 GD1055
 GD1055                          SUPERSEDED SURVEY CONTROL
 GD1055
 GD1055  NGVD 29 (??/??/??)   83.757  (m)          274.79   (f) ADJUSTED    1 1
 GD1055
 GD1055.Superseded values are not recommended for survey control.
 GD1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1055.See file dsdata.txt to determine how the superseded data were derived.
 GD1055
 GD1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF602095(NAD 83)
 GD1055_MARKER: DB = BENCH MARK DISK
 GD1055_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1055_SP_SET: COPPER-CLAD STEEL ROD
 GD1055_STAMPING: E 273 1976
 GD1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1055
 GD1055  HISTORY     - Date     Condition        Report By
 GD1055  HISTORY     - 1976     MONUMENTED       NGS
 GD1055  HISTORY     - 20050303 MARK NOT FOUND   USACE
 GD1055
 GD1055                          STATION DESCRIPTION
 GD1055
 GD1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1055'0.2 MI NORTH FROM CARUTHERSVILLE.
 GD1055'0.15 MILE NORTH ALONG LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1055'OFFICE, SURROUNDED BY 3 METAL POSTS, ABOUT 450 FEET SOUTHWEST
 GD1055'OF THE BOOTHEAL VIDEO INC. TOWER, 193 FEET SOUTHWEST OF CENTER
 GD1055'OF LEVEE, 24 FEET NORTHEAST OF POWER POLE, 40 FEET NORTHEAST OF
 GD1055'A CHAINLINK FENCE, 7 FEET WEST OF A ANCHOR WIRE OF TOWER, AND
 GD1055'160 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 84.
 GD1055
 GD1055                          STATION RECOVERY (2005)
 GD1055
 GD1055'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 GD1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1054 ***********************************************************************
 GD1054  DESIGNATION -  E 274
 GD1054  PID         -  GD1054
 GD1054  STATE/COUNTY-  MO/PEMISCOT
 GD1054  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1054
 GD1054                         *CURRENT SURVEY CONTROL
 GD1054  ___________________________________________________________________
 GD1054* NAD 83(1997)-  36 12 32.29964(N)    089 40 51.72875(W)     ADJUSTED  
 GD1054* NAVD 88     -        88.267  (meters)     289.59   (feet)  ADJUSTED  
 GD1054  ___________________________________________________________________
 GD1054  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 GD1054  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GD1054  DYNAMIC HT  -          88.194 (meters)     289.35  (feet)  COMP
 GD1054  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 GD1054
 GD1054  HORZ ORDER  -  SECOND
 GD1054  VERT ORDER  -  FIRST     CLASS I
 GD1054
 GD1054.The horizontal coordinates were established by classical geodetic methods
 GD1054.and adjusted by the National Geodetic Survey in February 2000..
 GD1054
 GD1054.The orthometric height was determined by differential leveling
 GD1054.and adjusted by the National Geodetic Survey in June 1991..
 GD1054
 GD1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1054
 GD1054.The geoid height was determined by GEOID03.
 GD1054
 GD1054.The dynamic height is computed by dividing the NAVD 88
 GD1054.geopotential number by the normal gravity value computed on the
 GD1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1054.degrees latitude (g = 980.6199 gals.).
 GD1054
 GD1054.The modeled gravity was interpolated from observed gravity values.
 GD1054
 GD1054;                    North         East     Units Scale Factor Converg.
 GD1054;SPC MO E     -    41,988.789   323,641.388   MT  1.00000013   +0 29 01.7
 GD1054;UTM  16      - 4,010,459.521   258,976.925   MT  1.00031583   -1 35 04.3
 GD1054
 GD1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1054!SPC MO E     -   0.99999061  x   1.00000013  =   0.99999074
 GD1054!UTM  16      -   0.99999061  x   1.00031583  =   1.00030643
 GD1054
 GD1054                          SUPERSEDED SURVEY CONTROL
 GD1054
 GD1054  NAD 83(1997)-  36 12 32.29982(N)    089 40 51.72868(W) AD(       ) 2
 GD1054  NAD 83(1997)-  36 12 32.29999(N)    089 40 51.72877(W) AD(       ) 2
 GD1054  NAD 83(1997)-  36 12 32.30437(N)    089 40 51.72773(W) AD(       ) 2
 GD1054  NAD 83(1997)-  36 12 32.30231(N)    089 40 51.72625(W) AD(       ) 2
 GD1054  NAD 83(1986)-  36 12 32.31033(N)    089 40 51.72686(W) AD(       ) 2
 GD1054  NAD 27      -  36 12 32.06693(N)    089 40 51.44071(W) AD(       ) 2
 GD1054  NGVD 29 (??/??/??)   88.181  (m)          289.31   (f) ADJUSTED    1 1
 GD1054
 GD1054.Superseded values are not recommended for survey control.
 GD1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1054.See file dsdata.txt to determine how the superseded data were derived.
 GD1054
 GD1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5897710460(NAD 83)
 GD1054_MARKER: DB = BENCH MARK DISK
 GD1054_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1054+WITH SETTING: INTO GROUND
 GD1054_SP_SET: METAL ROD WITH BASE PLATE
 GD1054_STAMPING: E 274 1976
 GD1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1054+STABILITY: SURFACE MOTION
 GD1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1054+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 GD1054
 GD1054  HISTORY     - Date     Condition        Report By
 GD1054  HISTORY     - 1976     MONUMENTED       NGS
 GD1054  HISTORY     - 1977     GOOD             NGS
 GD1054  HISTORY     - 20020711 GOOD             USACE
 GD1054
 GD1054                          STATION DESCRIPTION
 GD1054
 GD1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1054'1.1 MI NORTH FROM CARUTHERSVILLE.
 GD1054'1.1 MILE NORTH ALONG LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1054'OFFICE, 200 FEET NORTHEAST OF STATE HIGHWAY 84, 0.3 MILE SOUTH-
 GD1054'WEST OF CARUTHERSVILLE SHIPYARD, 18.5 FEET SOUTHWEST OF THE
 GD1054'CENTER OF LEVEE, AND 2.0 FEET SOUTHEAST OF MILEPOST 26/27.
 GD1054
 GD1054                          STATION RECOVERY (1977)
 GD1054
 GD1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1054'STATION IS ABOUT 2 MILE NORTH-NORTHWEST OF THE CENTER OF
 GD1054'CARUTHERSVILLE, 1/2 MILE SOUTHWEST OF THE CENTER OF THE
 GD1054'MISSISSIPPI RIVER, ATOP THE LEVEE AND ON PROPERTY OF THE ST
 GD1054'FRANCIS LEVEE DISTRICT OF MISSOURI.
 GD1054'
 GD1054'TO REACH THE STATION FROM THE POST OFFICE IN CARUTHERSVILLE,
 GD1054'GO NORTHWEST ON WEST THIRD STREET FOR 0.6 MILE TO A CORSSROAD,
 GD1054'WHICH IS A GRAVELED ROAD RIGHT AND FAIR BOULEVARD ON THE LEFT.
 GD1054'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.1 MILE TO TOP
 GD1054'OF THE LEVEE AND A LOCKED GATE ON THE LEFT.  CONTINUE
 GD1054'NORTHWEST ON THE LEVEE ROAD FOR 1.5 MILES TO THE MARK ON
 GD1054'THE LEFT.
 GD1054'
 GD1054'THE MARK, STAMPED---E 274 1976---, IS A STANDARD BENCH MARK
 GD1054'DISK CRIMPED TO THE TOP OF A 5/8-INCH COPPER ROD, 3 INCHES
 GD1054'BELOW GROUND AND ENCASED IN A 4-INCH PLASTIC PIPE WITH A CAP.
 GD1054'IT IS 1 FOOT NOWRTHWEST OF A METAL WITNESS POST, 1.9 FEET
 GD1054'SOUTHEAST OF MILE MARKER POST 26/27 AND 18 FEET SOUTHWEST
 GD1054'OF THE CENTER OF THE LEVEE ROAD.
 GD1054'
 GD1054'A TRAVERSE TIE WAS MADE TO STATION FRANCIS.
 GD1054
 GD1054                          STATION RECOVERY (2002)
 GD1054
 GD1054'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1229 ***********************************************************************
 HB1229  HT_MOD      -  This is a Height Modernization Survey Station.
 HB1229  DESIGNATION -  E 275
 HB1229  PID         -  HB1229
 HB1229  STATE/COUNTY-  MO/SCOTT
 HB1229  USGS QUAD   -  THEBES SW (1993)
 HB1229
 HB1229                         *CURRENT SURVEY CONTROL
 HB1229  ___________________________________________________________________
 HB1229* NAD 83(1997)-  37 06 24.38879(N)    089 27 00.98756(W)     ADJUSTED  
 HB1229* NAVD 88     -       103.86   (meters)     340.7    (feet)  GPS OBS   
 HB1229  ___________________________________________________________________
 HB1229  X           -      48,863.324 (meters)                     COMP
 HB1229  Y           -  -5,092,678.844 (meters)                     COMP
 HB1229  Z           -   3,826,895.711 (meters)                     COMP
 HB1229  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 HB1229  ELLIP HEIGHT-          75.59  (meters)          (04/05/04) GPS OBS
 HB1229  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HB1229  DYNAMIC HT  -         103.79  (meters)     340.5   (feet)  COMP
 HB1229  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 HB1229
 HB1229  HORZ ORDER  -  B
 HB1229  VERT ORDER  -  THIRD (See Below)
 HB1229  ELLP ORDER  -  THIRD     CLASS II
 HB1229
 HB1229.The horizontal coordinates were established by GPS observations
 HB1229.and adjusted by the National Geodetic Survey in April 2004..
 HB1229
 HB1229.The orthometric height was determined by GPS observations and a
 HB1229.high-resolution geoid model using precise GPS observation and
 HB1229.processing techniques. It supersedes the leveled height previously
 HB1229.determined for this station.
 HB1229.The vertical order pertains to the first NAVD 88 superseded value.
 HB1229
 HB1229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1229
 HB1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1229
 HB1229.The ellipsoidal height was determined by GPS observations
 HB1229.and is referenced to NAD 83.
 HB1229
 HB1229.The geoid height was determined by GEOID03.
 HB1229
 HB1229.The dynamic height is computed by dividing the NAVD 88
 HB1229.geopotential number by the normal gravity value computed on the
 HB1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1229.degrees latitude (g = 980.6199 gals.).
 HB1229
 HB1229.The modeled gravity was interpolated from observed gravity values.
 HB1229
 HB1229;                    North         East     Units Scale Factor Converg.
 HB1229;SPC MO E     -   141,817.178   343,302.235   MT  1.00004053   +0 38 00.1
 HB1229;UTM  16      - 4,109,527.068   282,271.234   MT  1.00018402   -1 28 43.8
 HB1229
 HB1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1229!SPC MO E     -   0.99998814  x   1.00004053  =   1.00002867
 HB1229!UTM  16      -   0.99998814  x   1.00018402  =   1.00017216
 HB1229
 HB1229                          SUPERSEDED SURVEY CONTROL
 HB1229
 HB1229  NAVD 88 (06/15/91)  103.856  (m)          340.73   (f) ADJUSTED    1 1
 HB1229  NGVD 29 (??/??/??)  103.739  (m)          340.35   (f) ADJUSTED    1 1
 HB1229
 HB1229.Superseded values are not recommended for survey control.
 HB1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1229.See file dsdata.txt to determine how the superseded data were derived.
 HB1229
 HB1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG8227109527(NAD 83)
 HB1229_MARKER: DB = BENCH MARK DISK
 HB1229_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HB1229+WITH SETTING: INTO GROUND
 HB1229_SP_SET: METAL ROD WITH BASE PLATE
 HB1229_STAMPING: E 275 1976
 HB1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1229+STABILITY: SURFACE MOTION
 HB1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1229+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002
 HB1229
 HB1229  HISTORY     - Date     Condition        Report By
 HB1229  HISTORY     - 1976     MONUMENTED       NGS
 HB1229  HISTORY     - 20020518 GOOD             USACE
 HB1229
 HB1229                          STATION DESCRIPTION
 HB1229
 HB1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1229'3.8 MI SOUTH FROM COMMERCE.
 HB1229'3.8 MILES SOUTH ALONG THE LEVEE ROAD FROM  THE BEGINNING OF THE
 HB1229'LEVEE AT COMMERCE, 64.7 FEET EAST OF A FENCE PARALLEL TO AND ON
 HB1229'THE WEST SIDEOF THE LEVEE, 25.3 FEET WEST OF THE CENTER OF THE LEVEE
 HB1229'ROAD, 1.6 FEET SOUTH OF MILEPOST 8 OVER 9
 HB1229
 HB1229                          STATION RECOVERY (2002)
 HB1229
 HB1229'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1213 ***********************************************************************
 GD1213  DESIGNATION -  E 276
 GD1213  PID         -  GD1213
 GD1213  STATE/COUNTY-  MO/NEW MADRID
 GD1213  USGS QUAD   -  HENDERSON MOUND (1969)
 GD1213
 GD1213                         *CURRENT SURVEY CONTROL
 GD1213  ___________________________________________________________________
 GD1213* NAD 83(1986)-  36 38 45.     (N)    089 25 47.     (W)     SCALED    
 GD1213* NAVD 88     -        96.576  (meters)     316.85   (feet)  ADJUSTED  
 GD1213  ___________________________________________________________________
 GD1213  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD1213  DYNAMIC HT  -          96.501 (meters)     316.60  (feet)  COMP
 GD1213  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 GD1213
 GD1213  VERT ORDER  -  FIRST     CLASS I
 GD1213
 GD1213.The horizontal coordinates were scaled from a topographic map and have
 GD1213.an estimated accuracy of +/- 6 seconds.
 GD1213
 GD1213.The orthometric height was determined by differential leveling
 GD1213.and adjusted by the National Geodetic Survey in June 1991..
 GD1213
 GD1213.The geoid height was determined by GEOID03.
 GD1213
 GD1213.The dynamic height is computed by dividing the NAVD 88
 GD1213.geopotential number by the normal gravity value computed on the
 GD1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1213.degrees latitude (g = 980.6199 gals.).
 GD1213
 GD1213.The modeled gravity was interpolated from observed gravity values.
 GD1213
 GD1213;                    North         East    Units  Estimated Accuracy
 GD1213;SPC MO E     -    90,690.      345,700.      MT  (+/- 180 meters Scaled)
 GD1213
 GD1213                          SUPERSEDED SURVEY CONTROL
 GD1213
 GD1213  NGVD 29 (??/??/??)   96.457  (m)          316.46   (f) ADJUSTED    1 1
 GD1213
 GD1213.Superseded values are not recommended for survey control.
 GD1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1213.See file dsdata.txt to determine how the superseded data were derived.
 GD1213
 GD1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF827583(NAD 83)
 GD1213_MARKER: DB = BENCH MARK DISK
 GD1213_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1213+WITH SETTING: INTO GROUND
 GD1213_SP_SET: METAL ROD WITH BASE PLATE
 GD1213_STAMPING: E 276 1976
 GD1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1213+STABILITY: SURFACE MOTION
 GD1213
 GD1213  HISTORY     - Date     Condition        Report By
 GD1213  HISTORY     - 1976     MONUMENTED       NGS
 GD1213  HISTORY     - 20020813 POOR             USACE
 GD1213
 GD1213                          STATION DESCRIPTION
 GD1213
 GD1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1213'7.1 MI NE FROM NEW MADRID.
 GD1213'7.10 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1213'THE JUNCTION OF VANDENVENDER AVENUE, 4.6 FEET EAST OF MILEPLST
 GD1213'THE JUNCTION OF VANDENVENDER AVENUE, 4.6 FEET EAST OF MILEPOST
 GD1213'28/29, 1.8 FEET EAST OF A BARBED WIRE FENCE, AND 20.5 FEET WEST
 GD1213'OF THE CENTERLINE OF PAVED ROAD ON TOP OF THE LEVEE.
 GD1213'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1213'FEET.  2 FEET BELOW THE TOP OF THE LEVEE.  3 FEET EAST OF A WITNESS
 GD1213'POST.
 GD1213
 GD1213                          STATION RECOVERY (2002)
 GD1213
 GD1213'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1213'MARK HAS BEEN HIT. DISK IS MISSING AND ROD PROJECTING OUT OF PLASTIC
 GD1213'PIPE, BENT OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1042 ***********************************************************************
 GD1042  DESIGNATION -  E 277
 GD1042  PID         -  GD1042
 GD1042  STATE/COUNTY-  MO/PEMISCOT
 GD1042  USGS QUAD   -  TENNEMO (1983)
 GD1042
 GD1042                         *CURRENT SURVEY CONTROL
 GD1042  ___________________________________________________________________
 GD1042* NAD 83(1986)-  36 09 23.     (N)    089 37 01.     (W)     SCALED    
 GD1042* NAVD 88     -        87.549  (meters)     287.23   (feet)  ADJUSTED  
 GD1042  ___________________________________________________________________
 GD1042  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GD1042  DYNAMIC HT  -          87.477 (meters)     287.00  (feet)  COMP
 GD1042  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GD1042
 GD1042  VERT ORDER  -  FIRST     CLASS I
 GD1042
 GD1042.The horizontal coordinates were scaled from a topographic map and have
 GD1042.an estimated accuracy of +/- 6 seconds.
 GD1042
 GD1042.The orthometric height was determined by differential leveling
 GD1042.and adjusted by the National Geodetic Survey in June 1991..
 GD1042
 GD1042.The geoid height was determined by GEOID03.
 GD1042
 GD1042.The dynamic height is computed by dividing the NAVD 88
 GD1042.geopotential number by the normal gravity value computed on the
 GD1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1042.degrees latitude (g = 980.6199 gals.).
 GD1042
 GD1042.The modeled gravity was interpolated from observed gravity values.
 GD1042
 GD1042;                    North         East    Units  Estimated Accuracy
 GD1042;SPC MO E     -    36,210.      329,460.      MT  (+/- 180 meters Scaled)
 GD1042
 GD1042                          SUPERSEDED SURVEY CONTROL
 GD1042
 GD1042  NGVD 29 (??/??/??)   87.466  (m)          286.96   (f) ADJUSTED    1 1
 GD1042
 GD1042.Superseded values are not recommended for survey control.
 GD1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1042.See file dsdata.txt to determine how the superseded data were derived.
 GD1042
 GD1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF645044(NAD 83)
 GD1042_MARKER: DB = BENCH MARK DISK
 GD1042_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1042+WITH SETTING: INTO GROUND
 GD1042_SP_SET: METAL ROD WITH BASE PLATE
 GD1042_STAMPING: E 277 1976
 GD1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1042+STABILITY: SURFACE MOTION
 GD1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1042+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2002
 GD1042
 GD1042  HISTORY     - Date     Condition        Report By
 GD1042  HISTORY     - 1976     MONUMENTED       NGS
 GD1042  HISTORY     - 20020715 GOOD             USACE
 GD1042
 GD1042                          STATION DESCRIPTION
 GD1042
 GD1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1042'4.1 MI SOUTH FROM CARUTHERSVILLE.
 GD1042'4.1 MILES SOUTH ALONG THE LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1042'OFFICE, 18 FEET WEST OF THE CENTERLINE OF THE ROAD ON TOOP OF LEVEE,
 GD1042'AND 1.3 FOOT EAST OF MILEPOST 32/33 AND 45 FEET SOUTHWEST OF A ROAD
 GD1042'CROSSING LEVEE.
 GD1042
 GD1042                          STATION RECOVERY (2002)
 GD1042
 GD1042'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1256 ***********************************************************************
 GD1256  DESIGNATION -  E 278
 GD1256  PID         -  GD1256
 GD1256  STATE/COUNTY-  MO/MISSISSIPPI
 GD1256  USGS QUAD   -  CHARLESTON (1993)
 GD1256
 GD1256                         *CURRENT SURVEY CONTROL
 GD1256  ___________________________________________________________________
 GD1256* NAD 83(1986)-  36 59 52.     (N)    089 20 03.     (W)     SCALED    
 GD1256* NAVD 88     -       103.470  (meters)     339.47   (feet)  ADJUSTED  
 GD1256  ___________________________________________________________________
 GD1256  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1256  DYNAMIC HT  -         103.394 (meters)     339.22  (feet)  COMP
 GD1256  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 GD1256
 GD1256  VERT ORDER  -  FIRST     CLASS I
 GD1256
 GD1256.The horizontal coordinates were scaled from a topographic map and have
 GD1256.an estimated accuracy of +/- 6 seconds.
 GD1256
 GD1256.The orthometric height was determined by differential leveling
 GD1256.and adjusted by the National Geodetic Survey in June 1991..
 GD1256
 GD1256.The geoid height was determined by GEOID03.
 GD1256
 GD1256.The dynamic height is computed by dividing the NAVD 88
 GD1256.geopotential number by the normal gravity value computed on the
 GD1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1256.degrees latitude (g = 980.6199 gals.).
 GD1256
 GD1256.The modeled gravity was interpolated from observed gravity values.
 GD1256
 GD1256;                    North         East    Units  Estimated Accuracy
 GD1256;SPC MO E     -   129,840.      353,770.      MT  (+/- 180 meters Scaled)
 GD1256
 GD1256                          SUPERSEDED SURVEY CONTROL
 GD1256
 GD1256  NGVD 29 (??/??/??)  103.352  (m)          339.08   (f) ADJUSTED    1 1
 GD1256
 GD1256.Superseded values are not recommended for survey control.
 GD1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1256.See file dsdata.txt to determine how the superseded data were derived.
 GD1256
 GD1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF922971(NAD 83)
 GD1256_MARKER: DB = BENCH MARK DISK
 GD1256_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1256_SP_SET: COPPER-CLAD STEEL ROD
 GD1256_STAMPING: E 278 1976
 GD1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1256
 GD1256  HISTORY     - Date     Condition        Report By
 GD1256  HISTORY     - 1976     MONUMENTED       NGS
 GD1256
 GD1256                          STATION DESCRIPTION
 GD1256
 GD1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1256'13 MI NORTH FROM BIRDS POINT.
 GD1256'13.0 MILES NORTH ALONG TOP OF LEVEE FROM WHERE THE FRONT AND
 GD1256'BACKSET LEVEES INTERSECT AT BIRDS POINT, 12.0 FEET SOUTHWEST OF THE
 GD1256'CENTER OF THE ROAD ON TOP OF THE LEVEE, 74.2 FEET NORTHEAST OF THE
 GD1256'CENTER OF THE ROAD AT TOE OF LEVEE, 4.7 FEET NORTHEAST OF MILE POST
 GD1256'19 OVER 20.
 GD1256'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF
 GD1256'104 FEET.  1 FEET BELOW TH TOP OF THE LEVEE.  1 FEET SOUTHWEST OF
 GD1256'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1069 ***********************************************************************
 GD1069  DESIGNATION -  E 279
 GD1069  PID         -  GD1069
 GD1069  STATE/COUNTY-  MO/PEMISCOT
 GD1069  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1069
 GD1069                         *CURRENT SURVEY CONTROL
 GD1069  ___________________________________________________________________
 GD1069* NAD 83(1997)-  36 07 52.09845(N)    089 37 47.86763(W)     ADJUSTED  
 GD1069* NAVD 88     -        86.645  (meters)     284.27   (feet)  ADJUSTED  
 GD1069  ___________________________________________________________________
 GD1069  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GD1069  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1069  DYNAMIC HT  -          86.573 (meters)     284.03  (feet)  COMP
 GD1069  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 GD1069
 GD1069  HORZ ORDER  -  SECOND
 GD1069  VERT ORDER  -  FIRST     CLASS I
 GD1069
 GD1069.The horizontal coordinates were established by classical geodetic methods
 GD1069.and adjusted by the National Geodetic Survey in February 2000..
 GD1069
 GD1069.The orthometric height was determined by differential leveling
 GD1069.and adjusted by the National Geodetic Survey in June 1991..
 GD1069
 GD1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1069
 GD1069.The geoid height was determined by GEOID03.
 GD1069
 GD1069.The dynamic height is computed by dividing the NAVD 88
 GD1069.geopotential number by the normal gravity value computed on the
 GD1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1069.degrees latitude (g = 980.6199 gals.).
 GD1069
 GD1069.The modeled gravity was interpolated from observed gravity values.
 GD1069
 GD1069;                    North         East     Units Scale Factor Converg.
 GD1069;SPC MO E     -    33,392.459   328,311.347   MT  1.00000887   +0 30 46.9
 GD1069;UTM  16      - 4,001,697.778   263,335.183   MT  1.00029018   -1 33 05.2
 GD1069
 GD1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1069!SPC MO E     -   0.99999085  x   1.00000887  =   0.99999972
 GD1069!UTM  16      -   0.99999085  x   1.00029018  =   1.00028103
 GD1069
 GD1069                          SUPERSEDED SURVEY CONTROL
 GD1069
 GD1069  NAD 83(1997)-  36 07 52.09854(N)    089 37 47.86763(W) AD(       ) 2
 GD1069  NAD 83(1997)-  36 07 52.09864(N)    089 37 47.86769(W) AD(       ) 2
 GD1069  NAD 83(1997)-  36 07 52.10110(N)    089 37 47.86895(W) AD(       ) 2
 GD1069  NAD 83(1997)-  36 07 52.09925(N)    089 37 47.86731(W) AD(       ) 2
 GD1069  NAD 83(1986)-  36 07 52.10920(N)    089 37 47.86693(W) AD(       ) 2
 GD1069  NAD 27      -  36 07 51.85982(N)    089 37 47.58285(W) AD(       ) 2
 GD1069  NGVD 29 (??/??/??)   86.563  (m)          284.00   (f) ADJUSTED    1 1
 GD1069
 GD1069.Superseded values are not recommended for survey control.
 GD1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1069.See file dsdata.txt to determine how the superseded data were derived.
 GD1069
 GD1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6333501698(NAD 83)
 GD1069_MARKER: DB = BENCH MARK DISK
 GD1069_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1069+WITH SETTING: INTO GROUND
 GD1069_SP_SET: METAL ROD WITH BASE PLATE
 GD1069_STAMPING: E 279 1976
 GD1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1069+STABILITY: SURFACE MOTION
 GD1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1069+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 GD1069
 GD1069  HISTORY     - Date     Condition        Report By
 GD1069  HISTORY     - 1976     MONUMENTED       NGS
 GD1069  HISTORY     - 1977     GOOD             NGS
 GD1069  HISTORY     - 20020711 GOOD             USACE
 GD1069
 GD1069                          STATION DESCRIPTION
 GD1069
 GD1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1069'6.1 MI SOUTH FROM CARUTHERSVILLE.
 GD1069'6.1 MILES SOUTH ALONG THE LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1069'OFFICE, 4,8 FEET SOUTH OF MILEPOST 34/35, AND 19 FEET WEST OF THE
 GD1069'CENTER OF THE LEVEE.
 GD1069
 GD1069                          STATION RECOVERY (1977)
 GD1069
 GD1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (OWM)
 GD1069'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF
 GD1069'CARUTHERSVILLE, 1/2 MILE SOUTHWEST OF INTERSTATE HIGHWAY 155,
 GD1069'AND ON THE MAIN LEVEE OF THE ST. FRANCIS LEVEE DISTRICT OF
 GD1069'MISSOURI, ALONG THE WEST BANK OF THE MISSISSIPPI RIVER.
 GD1069'
 GD1069'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 155 AND STATE
 GD1069'ROUTE Y, ABOUT 2 MILES SOUTH OF CARUTHERSVILLE, GO SOUTH ON
 GD1069'STATE ROUTE Y FOR 1.8 MILES TO A CROSSROAD AT THE END OF THE
 GD1069'PAVEMENT.  TURN LEFT AND GO EAST ON STATE ROUTE 84 FOR 1 MILE
 GD1069'TO A CROSSROAD AT WATTLES GROCERY.  CONTINUE EAST FOR 0.75 MILE
 GD1069'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE EAST FOR ABOUT 200
 GD1069'FEET TO THE TOP OF THE LEVEE.  TAKE A VERY SHARP LEFT ONTO THE
 GD1069'LEVEE ROAD AND PROCEED NORTH ACROSS A CATTLE GUARD FOR
 GD1069'0.45 MILE TO THE MARK ON THE LEFT.
 GD1069'
 GD1069'THE MARK, STAMPED---E 279 1976---, IS A STANDARD BENCH
 GD1069'MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH STEEL ROD THAT IS 6
 GD1069'INCHES BELOW THE GROUND SURFACE.  IT IS 0.8 FOOT NORTH OF A
 GD1069'METAL WITNESS POST, 5 FEET SOUTH OF CONCRETE MILEPOST
 GD1069'34/35, 19 FEET WEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD
 GD1069'AND APPROXIMATELY 170 FEET EAST OF THE CENTERLINE OF A GRAVEL
 GD1069'ROAD AND IS SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP
 GD1069'
 GD1069'A TRAVERSE TIE WAS MADE TO STATION KINFOLKS.
 GD1069
 GD1069                          STATION RECOVERY (2002)
 GD1069
 GD1069'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0409 ***********************************************************************
 GE0409  DESIGNATION -  E 28
 GE0409  PID         -  GE0409
 GE0409  STATE/COUNTY-  MO/BUTLER
 GE0409  USGS QUAD   -  NAYLOR (1979)
 GE0409
 GE0409                         *CURRENT SURVEY CONTROL
 GE0409  ___________________________________________________________________
 GE0409* NAD 83(1986)-  36 34 04.     (N)    090 33 23.     (W)     SCALED    
 GE0409* NAVD 88     -        92.419  (meters)     303.21   (feet)  ADJUSTED  
 GE0409  ___________________________________________________________________
 GE0409  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GE0409  DYNAMIC HT  -          92.344 (meters)     302.97  (feet)  COMP
 GE0409  MODELED GRAV-     979,821.9   (mgal)                       NAVD 88
 GE0409
 GE0409  VERT ORDER  -  FIRST     CLASS II
 GE0409
 GE0409.The horizontal coordinates were scaled from a topographic map and have
 GE0409.an estimated accuracy of +/- 6 seconds.
 GE0409
 GE0409.The orthometric height was determined by differential leveling
 GE0409.and adjusted by the National Geodetic Survey in June 1991..
 GE0409
 GE0409.The geoid height was determined by GEOID03.
 GE0409
 GE0409.The dynamic height is computed by dividing the NAVD 88
 GE0409.geopotential number by the normal gravity value computed on the
 GE0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0409.degrees latitude (g = 980.6199 gals.).
 GE0409
 GE0409.The modeled gravity was interpolated from observed gravity values.
 GE0409
 GE0409;                    North         East    Units  Estimated Accuracy
 GE0409;SPC MO E     -    81,490.      244,950.      MT  (+/- 180 meters Scaled)
 GE0409
 GE0409                          SUPERSEDED SURVEY CONTROL
 GE0409
 GE0409  NGVD 29 (??/??/92)   92.406  (m)          303.17   (f) ADJ UNCH    1 2
 GE0409
 GE0409.Superseded values are not recommended for survey control.
 GE0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0409.See file dsdata.txt to determine how the superseded data were derived.
 GE0409
 GE0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA186497(NAD 83)
 GE0409_MARKER: DB = BENCH MARK DISK
 GE0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0409_STAMPING: E 28 1933
 GE0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0409+STABILITY: SURFACE MOTION
 GE0409
 GE0409  HISTORY     - Date     Condition        Report By
 GE0409  HISTORY     - 1933     MONUMENTED       CGS
 GE0409  HISTORY     - 1956     POOR             NGS
 GE0409  HISTORY     - 20040405 MARK NOT FOUND   MODNR
 GE0409
 GE0409                          STATION DESCRIPTION
 GE0409
 GE0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0409'2.9 MI W FROM NEELYVILLE.
 GE0409'ABOUT 2.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0409'STATION AT NEELYVILLE, AT HUBBELL, ABOUT 0.45 MILE WEST OF MILE
 GE0409'POLE 183, 27 FEET SOUTH OF SOUTH RAIL, 39 FEET SOUTHEAST OF CENTER
 GE0409'OF ROAD CROSSING, 21 FEET EAST OF CENTER LINE OF ROAD, 23 FEET
 GE0409'NORTH OF A POWER POLE, 20 1/2 FEET NORTH OF A FENCE CORNER,
 GE0409'ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 GE0409'POST ABOUT FLUSH WITH GROUND.  NOTE-- THE MARK APPEARS TO HAVE
 GE0409'BEEN HIT BY MACHINERY AND THE SOUTHEAST CORNER OF CONCRETE
 GE0409'POST IS BROKEN OFF.
 GE0409
 GE0409                          STATION RECOVERY (2004)
 GE0409
 GE0409'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 GE0409'THE RAILROAD HAS BEEN REMOVED AND THE GROUND LEVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2323 ***********************************************************************
 JD2323  DESIGNATION -  E 280
 JD2323  PID         -  JD2323
 JD2323  STATE/COUNTY-  MO/JOHNSON
 JD2323  USGS QUAD   -  CENTERVIEW (1954)
 JD2323
 JD2323                         *CURRENT SURVEY CONTROL
 JD2323  ___________________________________________________________________
 JD2323* NAD 83(1986)-  38 41 26.     (N)    093 51 46.     (W)     SCALED    
 JD2323* NAVD 88     -       242.431  (meters)     795.38   (feet)  ADJUSTED  
 JD2323  ___________________________________________________________________
 JD2323  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD2323  DYNAMIC HT  -         242.265 (meters)     794.83  (feet)  COMP
 JD2323  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 JD2323
 JD2323  VERT ORDER  -  SECOND    CLASS 0
 JD2323
 JD2323.The horizontal coordinates were scaled from a topographic map and have
 JD2323.an estimated accuracy of +/- 6 seconds.
 JD2323
 JD2323.The orthometric height was determined by differential leveling
 JD2323.and adjusted by the National Geodetic Survey in June 1991..
 JD2323
 JD2323.The geoid height was determined by GEOID03.
 JD2323
 JD2323.The dynamic height is computed by dividing the NAVD 88
 JD2323.geopotential number by the normal gravity value computed on the
 JD2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2323.degrees latitude (g = 980.6199 gals.).
 JD2323
 JD2323.The modeled gravity was interpolated from observed gravity values.
 JD2323
 JD2323;                    North         East    Units  Estimated Accuracy
 JD2323;SPC MO W     -   280,290.      905,440.      MT  (+/- 180 meters Scaled)
 JD2323
 JD2323                          SUPERSEDED SURVEY CONTROL
 JD2323
 JD2323  NGVD 29 (??/??/92)  242.327  (m)          795.03   (f) ADJ UNCH    2 0
 JD2323
 JD2323.Superseded values are not recommended for survey control.
 JD2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2323.See file dsdata.txt to determine how the superseded data were derived.
 JD2323
 JD2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC249827(NAD 83)
 JD2323_MARKER: DB = BENCH MARK DISK
 JD2323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2323_SP_SET: CULVERT
 JD2323_STAMPING: E 280 1963
 JD2323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2323
 JD2323  HISTORY     - Date     Condition        Report By
 JD2323  HISTORY     - 1963     MONUMENTED       CGS
 JD2323  HISTORY     - 20060707 GOOD             INDIV
 JD2323
 JD2323                          STATION DESCRIPTION
 JD2323
 JD2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2323'5.2 MI SW FROM CENTERVIEW.
 JD2323'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD2323'RAILROAD CROSSING AT CENTERVIEW, THENCE 0.2 MILE SOUTH ACROSS A
 JD2323'FIELD, THENCE 2.6 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE
 JD2323'0.25 MILE WEST ALONG STATE HIGHWAY 52, THENCE 1.35 MILES SOUTHEAST
 JD2323'ALONG A GRAVELED COUNTY ROAD, IN S 23, R 27 W, T 45 N, ON THE
 JD2323'INSIDE OF A SHARP CURVE, SET IN THE TOP OF THE SOUTHEAST END OF
 JD2323'THE NORTHWEST CONCRETE WINGWALL OF A 4 X 6 FOOT CONCRETE CULVERT,
 JD2323'17.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 6.3 FEET SOUTHEAST
 JD2323'OF THE NORTHWEST EDGE OF THE WINGWALL, AND ABOUT 1 FOOT ABOVE THE
 JD2323'LEVEL OF THE ROAD.  THIS MARK CAN ALSO BE REACHED BY GOING 0.8
 JD2323'MILE NORTH ALONG PAVED STATE ROAD O FROM MILLERS STORE AT
 JD2323'MAGNOLIA, THENCE 2.9 MILES EAST ALONG A GRAVELED COUNTY ROAD,
 JD2323'THENCE 3.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD.
 JD2323
 JD2323                          STATION RECOVERY (2006)
 JD2323
 JD2323'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2323'NOTE THAT THIS CULVERT HAS NO HEADWALL ON THE SOUTHWEST SIDE.  ONLY
 JD2323'TWO WINGWALLS ANGLED AND ATTACHED AT THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0513 ***********************************************************************
 JD0513  DESIGNATION -  E 281
 JD0513  PID         -  JD0513
 JD0513  STATE/COUNTY-  MO/COOPER
 JD0513  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0513
 JD0513                         *CURRENT SURVEY CONTROL
 JD0513  ___________________________________________________________________
 JD0513* NAD 83(1986)-  38 56 37.     (N)    092 47 35.     (W)     SCALED    
 JD0513* NAVD 88     -       197.282  (meters)     647.25   (feet)  ADJUSTED  
 JD0513  ___________________________________________________________________
 JD0513  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0513  DYNAMIC HT  -         197.155 (meters)     646.83  (feet)  COMP
 JD0513  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 JD0513
 JD0513  VERT ORDER  -  SECOND    CLASS 0
 JD0513
 JD0513.The horizontal coordinates were scaled from a topographic map and have
 JD0513.an estimated accuracy of +/- 6 seconds.
 JD0513
 JD0513.The orthometric height was determined by differential leveling
 JD0513.and adjusted by the National Geodetic Survey in June 1991..
 JD0513
 JD0513.The geoid height was determined by GEOID03.
 JD0513
 JD0513.The dynamic height is computed by dividing the NAVD 88
 JD0513.geopotential number by the normal gravity value computed on the
 JD0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0513.degrees latitude (g = 980.6199 gals.).
 JD0513
 JD0513.The modeled gravity was interpolated from observed gravity values.
 JD0513
 JD0513;                    North         East    Units  Estimated Accuracy
 JD0513;SPC MO C     -   345,210.      474,600.      MT  (+/- 180 meters Scaled)
 JD0513
 JD0513                          SUPERSEDED SURVEY CONTROL
 JD0513
 JD0513  NGVD 29 (??/??/92)  197.229  (m)          647.08   (f) ADJ UNCH    2 0
 JD0513
 JD0513.Superseded values are not recommended for survey control.
 JD0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0513.See file dsdata.txt to determine how the superseded data were derived.
 JD0513
 JD0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD179105(NAD 83)
 JD0513_MARKER: DB = BENCH MARK DISK
 JD0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0513_SP_SET: CULVERT
 JD0513_STAMPING: E 281 1962
 JD0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0513
 JD0513  HISTORY     - Date     Condition        Report By
 JD0513  HISTORY     - 1962     MONUMENTED       CGS
 JD0513
 JD0513                          STATION DESCRIPTION
 JD0513
 JD0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0513'3.8 MI SW FROM BOONVILLE.
 JD0513'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0513'RAILRAOD FROM THE STATION AT BOONVILLE, THENCE 1.1 MILES SOUTHWEST
 JD0513'ALONG STATE HIGHWAY 41, AT THE BOTTOM OF A DRAW, SET IN THE TOP
 JD0513'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 JD0513'4 X 4 FOOT CONCRETE CULVERT, 17 FEET SOUTHEAST OF THE CENTERLINE
 JD0513'OF THE ROAD, 0.4 FOOT NORTHEAST OF THE SOUTHEAST END OF THE
 JD0513'CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0732 ***********************************************************************
 JD0732  DESIGNATION -  E 282
 JD0732  PID         -  JD0732
 JD0732  STATE/COUNTY-  MO/SALINE
 JD0732  USGS QUAD   -  HOUSTONIA (1973)
 JD0732
 JD0732                         *CURRENT SURVEY CONTROL
 JD0732  ___________________________________________________________________
 JD0732* NAD 83(1986)-  38 58 14.     (N)    093 15 49.     (W)     SCALED    
 JD0732* NAVD 88     -       215.526  (meters)     707.10   (feet)  ADJUSTED  
 JD0732  ___________________________________________________________________
 JD0732  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD0732  DYNAMIC HT  -         215.389 (meters)     706.66  (feet)  COMP
 JD0732  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JD0732
 JD0732  VERT ORDER  -  SECOND    CLASS 0
 JD0732
 JD0732.The horizontal coordinates were scaled from a topographic map and have
 JD0732.an estimated accuracy of +/- 6 seconds.
 JD0732
 JD0732.The orthometric height was determined by differential leveling
 JD0732.and adjusted by the National Geodetic Survey in June 1991..
 JD0732
 JD0732.The geoid height was determined by GEOID03.
 JD0732
 JD0732.The dynamic height is computed by dividing the NAVD 88
 JD0732.geopotential number by the normal gravity value computed on the
 JD0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0732.degrees latitude (g = 980.6199 gals.).
 JD0732
 JD0732.The modeled gravity was interpolated from observed gravity values.
 JD0732
 JD0732;                    North         East    Units  Estimated Accuracy
 JD0732;SPC MO C     -   348,440.      433,830.      MT  (+/- 180 meters Scaled)
 JD0732
 JD0732                          SUPERSEDED SURVEY CONTROL
 JD0732
 JD0732  NGVD 29 (??/??/92)  215.443  (m)          706.83   (f) ADJ UNCH    2 0
 JD0732
 JD0732.Superseded values are not recommended for survey control.
 JD0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0732.See file dsdata.txt to determine how the superseded data were derived.
 JD0732
 JD0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD771135(NAD 83)
 JD0732_MARKER: DB = BENCH MARK DISK
 JD0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0732_STAMPING: E 282 1962
 JD0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0732+STABILITY: SURFACE MOTION
 JD0732
 JD0732  HISTORY     - Date     Condition        Report By
 JD0732  HISTORY     - 1962     MONUMENTED       CGS
 JD0732
 JD0732                          STATION DESCRIPTION
 JD0732
 JD0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0732'9.5 MI NE FROM SWEET SPRINGS.
 JD0732'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0732'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 8.7 MILES
 JD0732'EAST ALONG INTERSTATE 70, AT A FENCE CORNER AND NEAR A ROAD INTO
 JD0732'A FIELD, AND ABOUT 0.4 MILE EAST OF A CAFE ON OLD U.S. HIGHWAY 40
 JD0732'(NOW AN ACCESS ROAD), 29 FEET SOUTH OF THE CENTER LINE OF
 JD0732'OLD HIGHWAY, 4.5 FEET NORTHEAST OF A FENCE CORNER, 1.4 FEET
 JD0732'WEST OF A WITNESS POST, ABOUT 4 FEET ABOVE THE ROAD, AND SET
 JD0732'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0669 ***********************************************************************
 KD0669  DESIGNATION -  E 283
 KD0669  PID         -  KD0669
 KD0669  STATE/COUNTY-  MO/LAFAYETTE
 KD0669  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0669
 KD0669                         *CURRENT SURVEY CONTROL
 KD0669  ___________________________________________________________________
 KD0669* NAD 83(1986)-  39 03 31.     (N)    093 42 29.     (W)     SCALED    
 KD0669* NAVD 88     -       229.743  (meters)     753.75   (feet)  ADJUSTED  
 KD0669  ___________________________________________________________________
 KD0669  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD0669  DYNAMIC HT  -         229.596 (meters)     753.27  (feet)  COMP
 KD0669  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 KD0669
 KD0669  VERT ORDER  -  SECOND    CLASS 0
 KD0669
 KD0669.The horizontal coordinates were scaled from a topographic map and have
 KD0669.an estimated accuracy of +/- 6 seconds.
 KD0669
 KD0669.The orthometric height was determined by differential leveling
 KD0669.and adjusted by the National Geodetic Survey in June 1991..
 KD0669
 KD0669.The geoid height was determined by GEOID03.
 KD0669
 KD0669.The dynamic height is computed by dividing the NAVD 88
 KD0669.geopotential number by the normal gravity value computed on the
 KD0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0669.degrees latitude (g = 980.6199 gals.).
 KD0669
 KD0669.The modeled gravity was interpolated from observed gravity values.
 KD0669
 KD0669;                    North         East    Units  Estimated Accuracy
 KD0669;SPC MO W     -   321,250.      918,540.      MT  (+/- 180 meters Scaled)
 KD0669
 KD0669                          SUPERSEDED SURVEY CONTROL
 KD0669
 KD0669  NGVD 29 (??/??/92)  229.653  (m)          753.45   (f) ADJ UNCH    2 0
 KD0669
 KD0669.Superseded values are not recommended for survey control.
 KD0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0669.See file dsdata.txt to determine how the superseded data were derived.
 KD0669
 KD0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD387235(NAD 83)
 KD0669_MARKER: DB = BENCH MARK DISK
 KD0669_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0669_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0669_STAMPING: E 283 1962
 KD0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0669
 KD0669  HISTORY     - Date     Condition        Report By
 KD0669  HISTORY     - 1962     MONUMENTED       CGS
 KD0669
 KD0669                          STATION DESCRIPTION
 KD0669
 KD0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0669'1.7 MI S FROM HIGGINSVILLE.
 KD0669'1.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0669'STATION AT HIGGINSVILLE, 11 POLES NORTH OF MILEPOLE 230, 1 POLE
 KD0669'NORTH MILEPOLE 230.10, 27 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 KD0669'1 FOOT NORTHEAST OF A FENCE, 2.0 FEET SOUTHEAST OF A WITNESS POST,
 KD0669'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE TOP OF
 KD0669'AN IRON PIPE THAT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0517 ***********************************************************************
 KD0517  DESIGNATION -  E 284
 KD0517  PID         -  KD0517
 KD0517  STATE/COUNTY-  MO/SALINE
 KD0517  USGS QUAD   -  BLACKBURN (1978)
 KD0517
 KD0517                         *CURRENT SURVEY CONTROL
 KD0517  ___________________________________________________________________
 KD0517* NAD 83(1986)-  39 04 00.     (N)    093 23 44.     (W)     SCALED    
 KD0517* NAVD 88     -       235.126  (meters)     771.41   (feet)  ADJUSTED  
 KD0517  ___________________________________________________________________
 KD0517  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KD0517  DYNAMIC HT  -         234.978 (meters)     770.92  (feet)  COMP
 KD0517  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 KD0517
 KD0517  VERT ORDER  -  SECOND    CLASS 0
 KD0517
 KD0517.The horizontal coordinates were scaled from a topographic map and have
 KD0517.an estimated accuracy of +/- 6 seconds.
 KD0517
 KD0517.The orthometric height was determined by differential leveling
 KD0517.and adjusted by the National Geodetic Survey in June 1991..
 KD0517
 KD0517.The geoid height was determined by GEOID03.
 KD0517
 KD0517.The dynamic height is computed by dividing the NAVD 88
 KD0517.geopotential number by the normal gravity value computed on the
 KD0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0517.degrees latitude (g = 980.6199 gals.).
 KD0517
 KD0517.The modeled gravity was interpolated from observed gravity values.
 KD0517
 KD0517;                    North         East    Units  Estimated Accuracy
 KD0517;SPC MO C     -   359,210.      422,500.      MT  (+/- 180 meters Scaled)
 KD0517
 KD0517                          SUPERSEDED SURVEY CONTROL
 KD0517
 KD0517  NGVD 29 (??/??/92)  235.043  (m)          771.14   (f) ADJ UNCH    2 0
 KD0517
 KD0517.Superseded values are not recommended for survey control.
 KD0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0517.See file dsdata.txt to determine how the superseded data were derived.
 KD0517
 KD0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD657242(NAD 83)
 KD0517_MARKER: DB = BENCH MARK DISK
 KD0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0517_STAMPING: E 284 1962
 KD0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0517+STABILITY: SURFACE MOTION
 KD0517
 KD0517  HISTORY     - Date     Condition        Report By
 KD0517  HISTORY     - 1962     MONUMENTED       CGS
 KD0517  HISTORY     - 1963     GOOD             NGS
 KD0517
 KD0517                          STATION DESCRIPTION
 KD0517
 KD0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0517'8.6 MI NE FROM SWEET SPRINGS.
 KD0517'ABOUT 7.5 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 KD0517'HIGHWAY 127 AND INTERSTATE HIGHWAY 70 AT SWEET SPRINGS, THENCE 1.05
 KD0517'MILE EAST ALONG A GRAVELED ROAD, AT THE TOP OF A HILL, AT A
 KD0517'GATE, 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 13 FEET
 KD0517'NORTHWEST OF THE GATE, 6 FEET WEST OF A FENCE CORNER, 2 FEET EAST
 KD0517'OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, A DISK IN THE
 KD0517'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0454 ***********************************************************************
 KD0454  DESIGNATION -  E 285
 KD0454  PID         -  KD0454
 KD0454  STATE/COUNTY-  MO/SALINE
 KD0454  USGS QUAD   -  BLACKBURN (1978)
 KD0454
 KD0454                         *CURRENT SURVEY CONTROL
 KD0454  ___________________________________________________________________
 KD0454* NAD 83(1986)-  39 02 59.     (N)    093 24 56.     (W)     SCALED    
 KD0454* NAVD 88     -       228.052  (meters)     748.20   (feet)  ADJUSTED  
 KD0454  ___________________________________________________________________
 KD0454  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0454  DYNAMIC HT  -         227.907 (meters)     747.72  (feet)  COMP
 KD0454  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 KD0454
 KD0454  VERT ORDER  -  FIRST     CLASS II
 KD0454
 KD0454.The horizontal coordinates were scaled from a topographic map and have
 KD0454.an estimated accuracy of +/- 6 seconds.
 KD0454
 KD0454.The orthometric height was determined by differential leveling
 KD0454.and adjusted by the National Geodetic Survey in June 1991..
 KD0454
 KD0454.The geoid height was determined by GEOID03.
 KD0454
 KD0454.The dynamic height is computed by dividing the NAVD 88
 KD0454.geopotential number by the normal gravity value computed on the
 KD0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0454.degrees latitude (g = 980.6199 gals.).
 KD0454
 KD0454.The modeled gravity was interpolated from observed gravity values.
 KD0454
 KD0454;                    North         East    Units  Estimated Accuracy
 KD0454;SPC MO C     -   357,350.      420,750.      MT  (+/- 180 meters Scaled)
 KD0454
 KD0454                          SUPERSEDED SURVEY CONTROL
 KD0454
 KD0454  NGVD 29 (??/??/92)  227.968  (m)          747.92   (f) ADJ UNCH    1 2
 KD0454
 KD0454.Superseded values are not recommended for survey control.
 KD0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0454.See file dsdata.txt to determine how the superseded data were derived.
 KD0454
 KD0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD640223(NAD 83)
 KD0454_MARKER: DB = BENCH MARK DISK
 KD0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0454_STAMPING: E 285 1962
 KD0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0454+STABILITY: SURFACE MOTION
 KD0454
 KD0454  HISTORY     - Date     Condition        Report By
 KD0454  HISTORY     - 1962     MONUMENTED       CGS
 KD0454
 KD0454                          STATION DESCRIPTION
 KD0454
 KD0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0454'6.3 MI N FROM SWEET SPRINGS.
 KD0454'ABOUT 6.3 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0454'SCHOOL AT SWEET SPRINGS, AT A T ROAD JUNCTION LEADING EAST,
 KD0454'30.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 8.5 FEET NORTH
 KD0454'OF A WIRE GATE, 25 FEET EAST OF A FENCE, 69 FEET NORTH OF A
 KD0454'POWER POLE WITH A GUY WIRE AND TRANSFORMER, 1.6 FEET SOUTH OF
 KD0454'A STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 KD0454'PROJECTING 0.4 FOOT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0545 ***********************************************************************
 KD0545  DESIGNATION -  E 286
 KD0545  PID         -  KD0545
 KD0545  STATE/COUNTY-  MO/SALINE
 KD0545  USGS QUAD   -  BLACKBURN (1978)
 KD0545
 KD0545                         *CURRENT SURVEY CONTROL
 KD0545  ___________________________________________________________________
 KD0545* NAD 83(1986)-  39 06 20.     (N)    093 29 02.     (W)     SCALED    
 KD0545* NAVD 88     -       242.522  (meters)     795.67   (feet)  ADJUSTED  
 KD0545  ___________________________________________________________________
 KD0545  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0545  DYNAMIC HT  -         242.370 (meters)     795.18  (feet)  COMP
 KD0545  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 KD0545
 KD0545  VERT ORDER  -  SECOND    CLASS 0
 KD0545
 KD0545.The horizontal coordinates were scaled from a topographic map and have
 KD0545.an estimated accuracy of +/- 6 seconds.
 KD0545
 KD0545.The orthometric height was determined by differential leveling
 KD0545.and adjusted by the National Geodetic Survey in June 1991..
 KD0545
 KD0545.The geoid height was determined by GEOID03.
 KD0545
 KD0545.The dynamic height is computed by dividing the NAVD 88
 KD0545.geopotential number by the normal gravity value computed on the
 KD0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0545.degrees latitude (g = 980.6199 gals.).
 KD0545
 KD0545.The modeled gravity was interpolated from observed gravity values.
 KD0545
 KD0545;                    North         East    Units  Estimated Accuracy
 KD0545;SPC MO C     -   363,610.      414,900.      MT  (+/- 180 meters Scaled)
 KD0545
 KD0545                          SUPERSEDED SURVEY CONTROL
 KD0545
 KD0545  NGVD 29 (??/??/92)  242.426  (m)          795.36   (f) ADJ UNCH    2 0
 KD0545
 KD0545.Superseded values are not recommended for survey control.
 KD0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0545.See file dsdata.txt to determine how the superseded data were derived.
 KD0545
 KD0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD581286(NAD 83)
 KD0545_MARKER: DB = BENCH MARK DISK
 KD0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0545_SP_SET: BUILDING
 KD0545_STAMPING: E 286 1962
 KD0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0545
 KD0545  HISTORY     - Date     Condition        Report By
 KD0545  HISTORY     - 1962     MONUMENTED       CGS
 KD0545  HISTORY     - 1985     GOOD             NGS
 KD0545
 KD0545                          STATION DESCRIPTION
 KD0545
 KD0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0545'AT BLACKBURN.
 KD0545'AT THE BLACKBURN POST OFFICE, IN THE EAST FACE OF THE CENTER
 KD0545'BRICK PILLAR OF THE BUILDING AND AT THE SOUTHEAST CORNER OF THE
 KD0545'POST OFFICE PORTION OF THE BUILDING, 11 FEET SOUTH OF THE CENTER
 KD0545'OF THE ENTRANCE TO THE POST OFFICE, 0.7 FEET ABOVE THE SIDEWALK,
 KD0545'ABOUT LEVEL WITH THE STREET, A DISK SET VERTICALLY IN THE
 KD0545'BUILDING.
 KD0545
 KD0545                          STATION RECOVERY (1985)
 KD0545
 KD0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KD0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0701 ***********************************************************************
 KD0701  DESIGNATION -  E 287
 KD0701  PID         -  KD0701
 KD0701  STATE/COUNTY-  MO/LAFAYETTE
 KD0701  USGS QUAD   -  DOVER (1978)
 KD0701
 KD0701                         *CURRENT SURVEY CONTROL
 KD0701  ___________________________________________________________________
 KD0701* NAD 83(1986)-  39 13 02.     (N)    093 38 12.     (W)     SCALED    
 KD0701* NAVD 88     -       258.918  (meters)     849.47   (feet)  ADJUSTED  
 KD0701  ___________________________________________________________________
 KD0701  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0701  DYNAMIC HT  -         258.757 (meters)     848.94  (feet)  COMP
 KD0701  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 KD0701
 KD0701  VERT ORDER  -  FIRST     CLASS II
 KD0701
 KD0701.The horizontal coordinates were scaled from a topographic map and have
 KD0701.an estimated accuracy of +/- 6 seconds.
 KD0701
 KD0701.The orthometric height was determined by differential leveling
 KD0701.and adjusted by the National Geodetic Survey in June 1991..
 KD0701
 KD0701.The geoid height was determined by GEOID03.
 KD0701
 KD0701.The dynamic height is computed by dividing the NAVD 88
 KD0701.geopotential number by the normal gravity value computed on the
 KD0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0701.degrees latitude (g = 980.6199 gals.).
 KD0701
 KD0701.The modeled gravity was interpolated from observed gravity values.
 KD0701
 KD0701;                    North         East    Units  Estimated Accuracy
 KD0701;SPC MO W     -   338,920.      924,550.      MT  (+/- 180 meters Scaled)
 KD0701
 KD0701                          SUPERSEDED SURVEY CONTROL
 KD0701
 KD0701  NGVD 29 (??/??/92)  258.808  (m)          849.11   (f) ADJ UNCH    1 2
 KD0701
 KD0701.Superseded values are not recommended for survey control.
 KD0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0701.See file dsdata.txt to determine how the superseded data were derived.
 KD0701
 KD0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD450410(NAD 83)
 KD0701_MARKER: DB = BENCH MARK DISK
 KD0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0701_SP_SET: CONCRETE POST
 KD0701_STAMPING: E 287 1962
 KD0701_MARK LOGO: CGS   
 KD0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0701+STABILITY: SURFACE MOTION
 KD0701
 KD0701  HISTORY     - Date     Condition        Report By
 KD0701  HISTORY     - 1962     MONUMENTED       CGS
 KD0701  HISTORY     - 1986     GOOD             NGS
 KD0701
 KD0701                          STATION DESCRIPTION
 KD0701
 KD0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0701'1 MI SW FROM HODGE.
 KD0701'1.0 MILE SOUTHWEST ALONG AN ASPHALT COUNTY ROAD NO. N FROM THE
 KD0701'GENERAL STORE AND POST OFFICE AT HODGE, AT THE CREST OF A HILL,
 KD0701'AT A POINT WHERE THE ROAD TURNS SOUTH, 38.5 FEET NORTH OF THE
 KD0701'CENTERLINE OF THE ROAD, 14.3 FEET WEST OF THE CENTERLINE OF A
 KD0701'PRIVATE DRIVEWAY, 10.0 FEET SOUTHWEST OF A FENCE CORNER, 1.8 FEET
 KD0701'NORTH OF A TELEPHONE POLE WITH A GUY WIRE, 1.5 FEET EAST OF A
 KD0701'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 KD0701'A CONCRETE POST PROJECTING 0.4 FOOT.
 KD0701
 KD0701                          STATION RECOVERY (1986)
 KD0701
 KD0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0701'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 KD0701'SOUTHERLY ALONG COUNTY ROAD N FROM ITS JUNCTION WITH THE MISSOURI
 KD0701'PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0801 ***********************************************************************
 KD0801  DESIGNATION -  E 288
 KD0801  PID         -  KD0801
 KD0801  STATE/COUNTY-  MO/LAFAYETTE
 KD0801  USGS QUAD   -  ODESSA NORTH (1978)
 KD0801
 KD0801                         *CURRENT SURVEY CONTROL
 KD0801  ___________________________________________________________________
 KD0801* NAD 83(1986)-  39 06 38.     (N)    093 59 00.     (W)     SCALED    
 KD0801* NAVD 88     -       213.942  (meters)     701.91   (feet)  ADJUSTED  
 KD0801  ___________________________________________________________________
 KD0801  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0801  DYNAMIC HT  -         213.807 (meters)     701.47  (feet)  COMP
 KD0801  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 KD0801
 KD0801  VERT ORDER  -  SECOND    CLASS 0
 KD0801
 KD0801.The horizontal coordinates were scaled from a topographic map and have
 KD0801.an estimated accuracy of +/- 6 seconds.
 KD0801
 KD0801.The orthometric height was determined by differential leveling
 KD0801.and adjusted by the National Geodetic Survey in June 1991..
 KD0801
 KD0801.The geoid height was determined by GEOID03.
 KD0801
 KD0801.The dynamic height is computed by dividing the NAVD 88
 KD0801.geopotential number by the normal gravity value computed on the
 KD0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0801.degrees latitude (g = 980.6199 gals.).
 KD0801
 KD0801.The modeled gravity was interpolated from observed gravity values.
 KD0801
 KD0801;                    North         East    Units  Estimated Accuracy
 KD0801;SPC MO W     -   326,850.      894,690.      MT  (+/- 180 meters Scaled)
 KD0801
 KD0801                          SUPERSEDED SURVEY CONTROL
 KD0801
 KD0801  NGVD 29 (??/??/92)  213.839  (m)          701.57   (f) ADJ UNCH    2 0
 KD0801
 KD0801.Superseded values are not recommended for survey control.
 KD0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0801.See file dsdata.txt to determine how the superseded data were derived.
 KD0801
 KD0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD149295(NAD 83)
 KD0801_MARKER: DB = BENCH MARK DISK
 KD0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0801_SP_SET: BRIDGE ABUTMENT
 KD0801_STAMPING: E 288 1962
 KD0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0801
 KD0801  HISTORY     - Date     Condition        Report By
 KD0801  HISTORY     - 1962     MONUMENTED       CGS
 KD0801
 KD0801                          STATION DESCRIPTION
 KD0801
 KD0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0801'1.4 MI S FROM WELLINGTON.
 KD0801'1.4 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE HIGH SCHOOL AT
 KD0801'WELLINGTON, 9.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET
 KD0801'IN THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A STEEL GIRDER
 KD0801'BRIDGE OVER SIN-A-BAR CREEK, 0.9 FOOT EAST OF THE WEST EDGE OF
 KD0801'THE ABUTMENT, AND ABOUT 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0535 ***********************************************************************
 JD0535  DESIGNATION -  E 289
 JD0535  PID         -  JD0535
 JD0535  STATE/COUNTY-  MO/COOPER
 JD0535  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0535
 JD0535                         *CURRENT SURVEY CONTROL
 JD0535  ___________________________________________________________________
 JD0535* NAD 83(1986)-  38 59 19.     (N)    092 59 14.     (W)     SCALED    
 JD0535* NAVD 88     -       185.131  (meters)     607.38   (feet)  ADJUSTED  
 JD0535  ___________________________________________________________________
 JD0535  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0535  DYNAMIC HT  -         185.014 (meters)     607.00  (feet)  COMP
 JD0535  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 JD0535
 JD0535  VERT ORDER  -  SECOND    CLASS 0
 JD0535
 JD0535.The horizontal coordinates were scaled from a topographic map and have
 JD0535.an estimated accuracy of +/- 6 seconds.
 JD0535
 JD0535.The orthometric height was determined by differential leveling
 JD0535.and adjusted by the National Geodetic Survey in June 1991..
 JD0535
 JD0535.The geoid height was determined by GEOID03.
 JD0535
 JD0535.The dynamic height is computed by dividing the NAVD 88
 JD0535.geopotential number by the normal gravity value computed on the
 JD0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0535.degrees latitude (g = 980.6199 gals.).
 JD0535
 JD0535.The modeled gravity was interpolated from observed gravity values.
 JD0535
 JD0535;                    North         East    Units  Estimated Accuracy
 JD0535;SPC MO C     -   350,280.      457,790.      MT  (+/- 180 meters Scaled)
 JD0535
 JD0535                          SUPERSEDED SURVEY CONTROL
 JD0535
 JD0535  NGVD 29 (??/??/92)  185.060  (m)          607.15   (f) ADJ UNCH    2 0
 JD0535
 JD0535.Superseded values are not recommended for survey control.
 JD0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0535.See file dsdata.txt to determine how the superseded data were derived.
 JD0535
 JD0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD011155(NAD 83)
 JD0535_MARKER: DB = BENCH MARK DISK
 JD0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0535_SP_SET: CULVERT
 JD0535_STAMPING: E 287 1962
 JD0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0535
 JD0535  HISTORY     - Date     Condition        Report By
 JD0535  HISTORY     - 1962     MONUMENTED       CGS
 JD0535
 JD0535                          STATION DESCRIPTION
 JD0535
 JD0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0535'0.6 MI N FROM BLACKWATER.
 JD0535'ABOUT 0.6 MILES NORTH ALONG COUNTY ROAD K FROM THE RAILROAD
 JD0535'STATION AT BLACKWATER, AT A 6 X 8 FOOT CONCRETE CULVERT UNDER
 JD0535'PORTION OF OLD COUNTY ROAD K, NOW BEING USED AS AN ACCESS ROAD
 JD0535'TO COUNTY STOCK PILE OF ROCK AND SAND, IN THE TOP OF THE SOUTH
 JD0535'END OF THE WEST CONCRETE HEADWALL, 56.4 FEET WEST OF THE CENTERLINE
 JD0535'OF THE COUNTY ROAD, 13 FEET WEST OF THE CENTERLINE OF THE TRACK
 JD0535'ROAD LEADING TO THE STOCK PILE, 0.6 FOOT NORTH OF THE SOUTH EDGE
 JD0535'OF THE HEADWALL, ABOUT LEVEL WITH THE COUNTY ROAD, A DISK
 JD0535'DRILLED HORIZONTALLY IN THE TOP OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1206 ***********************************************************************
 JD1206  DESIGNATION -  E 290
 JD1206  PID         -  JD1206
 JD1206  STATE/COUNTY-  MO/PETTIS
 JD1206  USGS QUAD   -  HOUSTONIA (1973)
 JD1206
 JD1206                         *CURRENT SURVEY CONTROL
 JD1206  ___________________________________________________________________
 JD1206* NAD 83(1986)-  38 54 48.     (N)    093 16 46.     (W)     SCALED    
 JD1206* NAVD 88     -       251.761  (meters)     825.99   (feet)  ADJUSTED  
 JD1206  ___________________________________________________________________
 JD1206  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD1206  DYNAMIC HT  -         251.599 (meters)     825.45  (feet)  COMP
 JD1206  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 JD1206
 JD1206  VERT ORDER  -  SECOND    CLASS 0
 JD1206
 JD1206.The horizontal coordinates were scaled from a topographic map and have
 JD1206.an estimated accuracy of +/- 6 seconds.
 JD1206
 JD1206.The orthometric height was determined by differential leveling
 JD1206.and adjusted by the National Geodetic Survey in June 1991..
 JD1206
 JD1206.The geoid height was determined by GEOID03.
 JD1206
 JD1206.The dynamic height is computed by dividing the NAVD 88
 JD1206.geopotential number by the normal gravity value computed on the
 JD1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1206.degrees latitude (g = 980.6199 gals.).
 JD1206
 JD1206.The modeled gravity was interpolated from observed gravity values.
 JD1206
 JD1206;                    North         East    Units  Estimated Accuracy
 JD1206;SPC MO C     -   342,100.      432,400.      MT  (+/- 180 meters Scaled)
 JD1206
 JD1206                          SUPERSEDED SURVEY CONTROL
 JD1206
 JD1206  NGVD 29 (??/??/92)  251.675  (m)          825.70   (f) ADJ UNCH    2 0
 JD1206
 JD1206.Superseded values are not recommended for survey control.
 JD1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1206.See file dsdata.txt to determine how the superseded data were derived.
 JD1206
 JD1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD757071(NAD 83)
 JD1206_MARKER: DB = BENCH MARK DISK
 JD1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1206_STAMPING: E 290 1962
 JD1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1206+STABILITY: SURFACE MOTION
 JD1206
 JD1206  HISTORY     - Date     Condition        Report By
 JD1206  HISTORY     - 1962     MONUMENTED       CGS
 JD1206  HISTORY     - 1963     GOOD             NGS
 JD1206
 JD1206                          STATION DESCRIPTION
 JD1206
 JD1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1206'20 MI NW FROM SEDALIA.
 JD1206'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1206'STATION AT SEDALIA, THENCE 15.15 MILE NORTH ALONG STATE HIGHWAY
 JD1206'65, THENCE 4.6 MILE WEST SOUTHWEST ALONG COUNTY ROAD CC, AT THE
 JD1206'CREST OF A SMALL HILL, AT A FENCE CORNER, ABOUT 0.3 MILE WEST OF
 JD1206'A T ROAD JUNCTION, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 JD1206'15 FEET WEST OF THE CENTER OF A WOODEN GATE, 2.2 FEET WEST OF A
 JD1206'FENCE CORNER, 1.5 FEET SOUTH OF A FENCE LINE, 2.2 FEET EAST OF A
 JD1206'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK IN THE TOP OF A
 JD1206'CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1154 ***********************************************************************
 JD1154  DESIGNATION -  E 291
 JD1154  PID         -  JD1154
 JD1154  STATE/COUNTY-  MO/PETTIS
 JD1154  USGS QUAD   -  HUGHESVILLE (1973)
 JD1154
 JD1154                         *CURRENT SURVEY CONTROL
 JD1154  ___________________________________________________________________
 JD1154* NAD 83(1986)-  38 51 07.     (N)    093 15 46.     (W)     SCALED    
 JD1154* NAVD 88     -       240.601  (meters)     789.37   (feet)  ADJUSTED  
 JD1154  ___________________________________________________________________
 JD1154  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1154  DYNAMIC HT  -         240.444 (meters)     788.86  (feet)  COMP
 JD1154  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 JD1154
 JD1154  VERT ORDER  -  SECOND    CLASS 0
 JD1154
 JD1154.The horizontal coordinates were scaled from a topographic map and have
 JD1154.an estimated accuracy of +/- 6 seconds.
 JD1154
 JD1154.The orthometric height was determined by differential leveling
 JD1154.and adjusted by the National Geodetic Survey in June 1991..
 JD1154
 JD1154.The geoid height was determined by GEOID03.
 JD1154
 JD1154.The dynamic height is computed by dividing the NAVD 88
 JD1154.geopotential number by the normal gravity value computed on the
 JD1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1154.degrees latitude (g = 980.6199 gals.).
 JD1154
 JD1154.The modeled gravity was interpolated from observed gravity values.
 JD1154
 JD1154;                    North         East    Units  Estimated Accuracy
 JD1154;SPC MO C     -   335,270.      433,790.      MT  (+/- 180 meters Scaled)
 JD1154
 JD1154                          SUPERSEDED SURVEY CONTROL
 JD1154
 JD1154  NGVD 29 (??/??/92)  240.513  (m)          789.08   (f) ADJ UNCH    2 0
 JD1154
 JD1154.Superseded values are not recommended for survey control.
 JD1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1154.See file dsdata.txt to determine how the superseded data were derived.
 JD1154
 JD1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD771003(NAD 83)
 JD1154_MARKER: DB = BENCH MARK DISK
 JD1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1154_SP_SET: RETAINING WALL
 JD1154_STAMPING: E 291 1963
 JD1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1154
 JD1154  HISTORY     - Date     Condition        Report By
 JD1154  HISTORY     - 1963     MONUMENTED       CGS
 JD1154
 JD1154                          STATION DESCRIPTION
 JD1154
 JD1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1154'13.2 MI NW FROM SEDALIA.
 JD1154'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1154'STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S. HIGHWAY
 JD1154'65, THENCE 3.0 MILES SOUTHWEST ALONG HIGHWAY D, ABOUT 0.15 MILE
 JD1154'WEST OF A SHARP CURVE IN THE HIGHWAY, 60 FEET SOUTH OF THE
 JD1154'CENTERLINE OF THE HIGHWAY SET IN THE EAST END OF A CONCRETE
 JD1154'RETAINING WALL, 29.4 FEET SOUTH OF AN EAST-WEST FENCE, 0.4 FEET
 JD1154'NORTH OF THE SOUTH EDGE OF THE WALL, AND ABOUT 5 FEET ABOVE THE
 JD1154'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0564 ***********************************************************************
 JD0564  DESIGNATION -  E 292
 JD0564  PID         -  JD0564
 JD0564  STATE/COUNTY-  MO/COOPER
 JD0564  USGS QUAD   -  BUNCETON (1979)
 JD0564
 JD0564                         *CURRENT SURVEY CONTROL
 JD0564  ___________________________________________________________________
 JD0564* NAD 83(1986)-  38 49 58.     (N)    092 50 40.     (W)     SCALED    
 JD0564* NAVD 88     -       238.970  (meters)     784.02   (feet)  ADJUSTED  
 JD0564  ___________________________________________________________________
 JD0564  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0564  DYNAMIC HT  -         238.814 (meters)     783.51  (feet)  COMP
 JD0564  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 JD0564
 JD0564  VERT ORDER  -  SECOND    CLASS 0
 JD0564
 JD0564.The horizontal coordinates were scaled from a topographic map and have
 JD0564.an estimated accuracy of +/- 6 seconds.
 JD0564
 JD0564.The orthometric height was determined by differential leveling
 JD0564.and adjusted by the National Geodetic Survey in June 1991..
 JD0564
 JD0564.The geoid height was determined by GEOID03.
 JD0564
 JD0564.The dynamic height is computed by dividing the NAVD 88
 JD0564.geopotential number by the normal gravity value computed on the
 JD0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0564.degrees latitude (g = 980.6199 gals.).
 JD0564
 JD0564.The modeled gravity was interpolated from observed gravity values.
 JD0564
 JD0564;                    North         East    Units  Estimated Accuracy
 JD0564;SPC MO C     -   332,920.      470,090.      MT  (+/- 180 meters Scaled)
 JD0564
 JD0564                          SUPERSEDED SURVEY CONTROL
 JD0564
 JD0564  NGVD 29 (??/??/92)  238.886  (m)          783.75   (f) ADJ UNCH    2 0
 JD0564
 JD0564.Superseded values are not recommended for survey control.
 JD0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0564.See file dsdata.txt to determine how the superseded data were derived.
 JD0564
 JD0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC135982(NAD 83)
 JD0564_MARKER: DB = BENCH MARK DISK
 JD0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0564_STAMPING: E 292 1963
 JD0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0564+STABILITY: SURFACE MOTION
 JD0564
 JD0564  HISTORY     - Date     Condition        Report By
 JD0564  HISTORY     - 1963     MONUMENTED       CGS
 JD0564
 JD0564                          STATION DESCRIPTION
 JD0564
 JD0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0564'7.6 MI SE FROM PILOT GROVE.
 JD0564'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 135 FROM THE INTERSECTION
 JD0564'OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE, THENCE 4.65
 JD0564'MILES SOUTHEAST ALONG A COUNTY ROAD, THENCE 2.2 MILES SOUTH
 JD0564'ALONG STATE HIGHWAY 5, AT THE SMALL SETTLEMENT OF BELLAIR, 49.8
 JD0564'FEET NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 38.7 FEET
 JD0564'EAST OF THE CENTERLINE OF THE HIGHWAY, 23.3 FEET NORTH OF THE
 JD0564'CENTERLINE OF THE EAST-WEST ROAD, 1.6 FEET WEST OF A FENCE
 JD0564'CORNER, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET ABOVE
 JD0564'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JD0564'POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0761 ***********************************************************************
 KD0761  DESIGNATION -  E 293
 KD0761  PID         -  KD0761
 KD0761  STATE/COUNTY-  MO/LAFAYETTE
 KD0761  USGS QUAD   -  ODESSA NORTH (1978)
 KD0761
 KD0761                         *CURRENT SURVEY CONTROL
 KD0761  ___________________________________________________________________
 KD0761* NAD 83(1986)-  39 00 26.     (N)    093 56 52.     (W)     SCALED    
 KD0761* NAVD 88     -       294.743  (meters)     967.00   (feet)  ADJUSTED  
 KD0761  ___________________________________________________________________
 KD0761  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0761  DYNAMIC HT  -         294.552 (meters)     966.38  (feet)  COMP
 KD0761  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 KD0761
 KD0761  VERT ORDER  -  SECOND    CLASS 0
 KD0761
 KD0761.The horizontal coordinates were scaled from a topographic map and have
 KD0761.an estimated accuracy of +/- 6 seconds.
 KD0761
 KD0761.The orthometric height was determined by differential leveling
 KD0761.and adjusted by the National Geodetic Survey in June 1991..
 KD0761
 KD0761.The geoid height was determined by GEOID03.
 KD0761
 KD0761.The dynamic height is computed by dividing the NAVD 88
 KD0761.geopotential number by the normal gravity value computed on the
 KD0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0761.degrees latitude (g = 980.6199 gals.).
 KD0761
 KD0761.The modeled gravity was interpolated from observed gravity values.
 KD0761
 KD0761;                    North         East    Units  Estimated Accuracy
 KD0761;SPC MO W     -   315,400.      897,830.      MT  (+/- 180 meters Scaled)
 KD0761
 KD0761                          SUPERSEDED SURVEY CONTROL
 KD0761
 KD0761  NGVD 29 (??/??/92)  294.642  (m)          966.67   (f) ADJ UNCH    2 0
 KD0761
 KD0761.Superseded values are not recommended for survey control.
 KD0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0761.See file dsdata.txt to determine how the superseded data were derived.
 KD0761
 KD0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD179180(NAD 83)
 KD0761_MARKER: DB = BENCH MARK DISK
 KD0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0761_SP_SET: BRIDGE
 KD0761_STAMPING: E 293 1962
 KD0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0761
 KD0761  HISTORY     - Date     Condition        Report By
 KD0761  HISTORY     - 1962     MONUMENTED       CGS
 KD0761  HISTORY     - 1963     GOOD             NGS
 KD0761  HISTORY     - 1963     GOOD             NGS
 KD0761  HISTORY     - 1976     GOOD             NGS
 KD0761
 KD0761                          STATION DESCRIPTION
 KD0761
 KD0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0761'0.9 MI NE FROM ODESSA.
 KD0761'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE AT
 KD0761'ODESSA, THENCE 0.15 MILE EAST ALONG U.S. HIGHWAY 40, 19 FEET
 KD0761'SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE SOUTH
 KD0761'WINGWALL AT THE WEST END OF A BRIDGE OVER THE MISSOURI PACIFIC
 KD0761'RAILROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
 KD0761
 KD0761                          STATION RECOVERY (1963)
 KD0761
 KD0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KD0761'RECOVERED IN GOOD CONDITION.
 KD0761
 KD0761                          STATION RECOVERY (1976)
 KD0761
 KD0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KD0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1331 ***********************************************************************
 KD1331  DESIGNATION -  E 293 RESET
 KD1331  PID         -  KD1331
 KD1331  STATE/COUNTY-  MO/LAFAYETTE
 KD1331  USGS QUAD   -  ODESSA NORTH (1978)
 KD1331
 KD1331                         *CURRENT SURVEY CONTROL
 KD1331  ___________________________________________________________________
 KD1331* NAD 83(1986)-  39 00 26.     (N)    093 56 52.     (W)     SCALED    
 KD1331* NAVD 88     -       294.64   (meters)     966.7    (feet)  RESET     
 KD1331  ___________________________________________________________________
 KD1331  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD1331
 KD1331  VERT ORDER  -  THIRD
 KD1331
 KD1331.The horizontal coordinates were scaled from a topographic map and have
 KD1331.an estimated accuracy of +/- 6 seconds.
 KD1331
 KD1331.The orthometric height was computed from unverified reset data.
 KD1331.No vertical observational check was made to the station.
 KD1331
 KD1331.The geoid height was determined by GEOID03.
 KD1331
 KD1331;                    North         East    Units  Estimated Accuracy
 KD1331;SPC MO W     -   315,400.      897,830.      MT  (+/- 180 meters Scaled)
 KD1331
 KD1331                          SUPERSEDED SURVEY CONTROL
 KD1331
 KD1331  NGVD 29 (02/22/06)  294.54   (m)          966.3    (f) RESET       3  
 KD1331
 KD1331.Superseded values are not recommended for survey control.
 KD1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1331.See file dsdata.txt to determine how the superseded data were derived.
 KD1331
 KD1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD179180(NAD 83)
 KD1331_MARKER: DB = BENCH MARK DISK
 KD1331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD1331_SP_SET: BRIDGE WINGWALL
 KD1331_STAMPING: E 293 RESET 1976
 KD1331_MARK LOGO: NGS   
 KD1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD1331+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 KD1331
 KD1331  HISTORY     - Date     Condition        Report By
 KD1331  HISTORY     - 1976     MONUMENTED       NGS
 KD1331  HISTORY     - 20050419 GOOD             MODNR
 KD1331  HISTORY     - 20050429 GOOD             GEOCAC
 KD1331
 KD1331                          STATION DESCRIPTION
 KD1331
 KD1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 KD1331'0.75 MILES NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE IN
 KD1331'ODESSA, THENCE 0.15 MILES EAST ALONG OLD HIGHWAY 40 (OUTER ROAD), 17
 KD1331'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE NORTH WINGWALL AT
 KD1331'THE WEST END OF A BRIDGE OVER THE MISSOURI PACIFIC RAILROAD, LEVEL
 KD1331'WITH THE HIGHWAY.
 KD1331
 KD1331                          STATION RECOVERY (2005)
 KD1331
 KD1331'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD1331'RECOVERED IN GOOD CONDITION.
 KD1331
 KD1331                          STATION RECOVERY (2005)
 KD1331
 KD1331'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1331'IN THE NORTH WINGWALL AT THE WEST END OF A BRIDGE OVER THE KANSAS CITY
 KD1331'SOUTHERN RAILWAY, LEVEL WITH THE HIGHWAY.
 KD1331' 
 KD1331'HANDHELD COORDINATES N39 00.457 W93 56.856
 KD1331' 
 KD1331' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0792 ***********************************************************************
 KD0792  DESIGNATION -  E 294
 KD0792  PID         -  KD0792
 KD0792  STATE/COUNTY-  MO/LAFAYETTE
 KD0792  USGS QUAD   -  ODESSA NORTH (1978)
 KD0792
 KD0792                         *CURRENT SURVEY CONTROL
 KD0792  ___________________________________________________________________
 KD0792* NAD 83(1986)-  39 01 07.     (N)    093 53 14.     (W)     SCALED    
 KD0792* NAVD 88     -       258.200  (meters)     847.11   (feet)  ADJUSTED  
 KD0792  ___________________________________________________________________
 KD0792  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0792  DYNAMIC HT  -         258.034 (meters)     846.57  (feet)  COMP
 KD0792  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 KD0792
 KD0792  VERT ORDER  -  SECOND    CLASS 0
 KD0792
 KD0792.The horizontal coordinates were scaled from a topographic map and have
 KD0792.an estimated accuracy of +/- 6 seconds.
 KD0792
 KD0792.The orthometric height was determined by differential leveling
 KD0792.and adjusted by the National Geodetic Survey in June 1991..
 KD0792
 KD0792.The geoid height was determined by GEOID03.
 KD0792
 KD0792.The dynamic height is computed by dividing the NAVD 88
 KD0792.geopotential number by the normal gravity value computed on the
 KD0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0792.degrees latitude (g = 980.6199 gals.).
 KD0792
 KD0792.The modeled gravity was interpolated from observed gravity values.
 KD0792
 KD0792;                    North         East    Units  Estimated Accuracy
 KD0792;SPC MO W     -   316,690.      903,070.      MT  (+/- 180 meters Scaled)
 KD0792
 KD0792                          SUPERSEDED SURVEY CONTROL
 KD0792
 KD0792  NGVD 29 (??/??/92)  258.101  (m)          846.79   (f) ADJ UNCH    2 0
 KD0792
 KD0792.Superseded values are not recommended for survey control.
 KD0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0792.See file dsdata.txt to determine how the superseded data were derived.
 KD0792
 KD0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD231192(NAD 83)
 KD0792_MARKER: DB = BENCH MARK DISK
 KD0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0792_SP_SET: CULVERT
 KD0792_STAMPING: E 294 1962
 KD0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0792
 KD0792  HISTORY     - Date     Condition        Report By
 KD0792  HISTORY     - 1962     MONUMENTED       CGS
 KD0792  HISTORY     - 20060902 GOOD             GEOCAC
 KD0792
 KD0792                          STATION DESCRIPTION
 KD0792
 KD0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0792'11.9 MI S FROM LEXINGTON.
 KD0792'0.4 MILE SOUTH ALONG 20TH STREET FROM THE RAILROAD STATION AT
 KD0792'LEXINGTON, THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 13,
 KD0792'THENCE 9.75 MILES SOUTH ALONG COUNTY ROAD O, SET IN THE SOUTH
 KD0792'END OF THE WEST CONCRETE HEADWALL OF A 7 X 5 FOOT CONCRETE
 KD0792'CULVERT, 12 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 KD0792'ABOUT LEVEL WITH THE HIGHWAY.
 KD0792
 KD0792                          STATION RECOVERY (2006)
 KD0792
 KD0792'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0792'HH2 N39 01 07.6 W93 53 14.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2004 ***********************************************************************
 JD2004  DESIGNATION -  E 295
 JD2004  PID         -  JD2004
 JD2004  STATE/COUNTY-  MO/LAFAYETTE
 JD2004  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2004
 JD2004                         *CURRENT SURVEY CONTROL
 JD2004  ___________________________________________________________________
 JD2004* NAD 83(1986)-  38 57 24.     (N)    093 53 22.     (W)     SCALED    
 JD2004* NAVD 88     -       252.202  (meters)     827.43   (feet)  ADJUSTED  
 JD2004  ___________________________________________________________________
 JD2004  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2004  DYNAMIC HT  -         252.037 (meters)     826.89  (feet)  COMP
 JD2004  MODELED GRAV-     979,966.4   (mgal)                       NAVD 88
 JD2004
 JD2004  VERT ORDER  -  SECOND    CLASS 0
 JD2004
 JD2004.The horizontal coordinates were scaled from a topographic map and have
 JD2004.an estimated accuracy of +/- 6 seconds.
 JD2004
 JD2004.The orthometric height was determined by differential leveling
 JD2004.and adjusted by the National Geodetic Survey in June 1991..
 JD2004
 JD2004.The geoid height was determined by GEOID03.
 JD2004
 JD2004.The dynamic height is computed by dividing the NAVD 88
 JD2004.geopotential number by the normal gravity value computed on the
 JD2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2004.degrees latitude (g = 980.6199 gals.).
 JD2004
 JD2004.The modeled gravity was interpolated from observed gravity values.
 JD2004
 JD2004;                    North         East    Units  Estimated Accuracy
 JD2004;SPC MO W     -   309,820.      902,920.      MT  (+/- 180 meters Scaled)
 JD2004
 JD2004                          SUPERSEDED SURVEY CONTROL
 JD2004
 JD2004  NGVD 29 (??/??/92)  252.103  (m)          827.11   (f) ADJ UNCH    2 0
 JD2004
 JD2004.Superseded values are not recommended for survey control.
 JD2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2004.See file dsdata.txt to determine how the superseded data were derived.
 JD2004
 JD2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD229123(NAD 83)
 JD2004_MARKER: DB = BENCH MARK DISK
 JD2004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2004_SP_SET: CULVERT
 JD2004_STAMPING: E 295 1962
 JD2004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2004+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 JD2004
 JD2004  HISTORY     - Date     Condition        Report By
 JD2004  HISTORY     - 1962     MONUMENTED       CGS
 JD2004  HISTORY     - 1963     GOOD             NGS
 JD2004  HISTORY     - 20060904 GOOD             GEOCAC
 JD2004
 JD2004                          STATION DESCRIPTION
 JD2004
 JD2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2004'7.7 MI SE FROM ODESSA.
 JD2004'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2004'AT ODESSA, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 40 AND
 JD2004'INTERSTATE HIGHWAY 70, THENCE 3.6 MILES SOUTH ALONG COUNTY ROAD
 JD2004'M, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 JD2004'OF A 5 X 6 FOOT CONCRETE CULVERT, 13 FEET EAST OF THE CENTERLINE
 JD2004'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 JD2004
 JD2004                          STATION RECOVERY (2006)
 JD2004
 JD2004'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2004'HH2 N38 57 24.7 W93 53 22.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1779 ***********************************************************************
 JD1779  DESIGNATION -  E 296
 JD1779  PID         -  JD1779
 JD1779  STATE/COUNTY-  MO/PETTIS
 JD1779  USGS QUAD   -  KNOB NOSTER (1981)
 JD1779
 JD1779                         *CURRENT SURVEY CONTROL
 JD1779  ___________________________________________________________________
 JD1779* NAD 83(1986)-  38 46 21.     (N)    093 30 02.     (W)     SCALED    
 JD1779* NAVD 88     -       254.261  (meters)     834.19   (feet)  ADJUSTED  
 JD1779  ___________________________________________________________________
 JD1779  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1779  DYNAMIC HT  -         254.090 (meters)     833.63  (feet)  COMP
 JD1779  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 JD1779
 JD1779  VERT ORDER  -  FIRST     CLASS II
 JD1779
 JD1779.The horizontal coordinates were scaled from a topographic map and have
 JD1779.an estimated accuracy of +/- 6 seconds.
 JD1779
 JD1779.The orthometric height was determined by differential leveling
 JD1779.and adjusted by the National Geodetic Survey in June 1991..
 JD1779
 JD1779.The geoid height was determined by GEOID03.
 JD1779
 JD1779.The dynamic height is computed by dividing the NAVD 88
 JD1779.geopotential number by the normal gravity value computed on the
 JD1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1779.degrees latitude (g = 980.6199 gals.).
 JD1779
 JD1779.The modeled gravity was interpolated from observed gravity values.
 JD1779
 JD1779;                    North         East    Units  Estimated Accuracy
 JD1779;SPC MO C     -   326,650.      413,050.      MT  (+/- 180 meters Scaled)
 JD1779
 JD1779                          SUPERSEDED SURVEY CONTROL
 JD1779
 JD1779  NGVD 29 (??/??/92)  254.166  (m)          833.88   (f) ADJ UNCH    1 2
 JD1779
 JD1779.Superseded values are not recommended for survey control.
 JD1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1779.See file dsdata.txt to determine how the superseded data were derived.
 JD1779
 JD1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC565916(NAD 83)
 JD1779_MARKER: DB = BENCH MARK DISK
 JD1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1779_STAMPING: E 296 1963
 JD1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1779+STABILITY: SURFACE MOTION
 JD1779
 JD1779  HISTORY     - Date     Condition        Report By
 JD1779  HISTORY     - 1963     MONUMENTED       CGS
 JD1779  HISTORY     - 20060506 POOR             GEOCAC
 JD1779
 JD1779                          STATION DESCRIPTION
 JD1779
 JD1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1779'3.1 MI E FROM KNOBNOSTER.
 JD1779'ABOUT 3.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1779'STATION AT KNOB NOSTER,83 FEET SOUTH OF MILEPOLE 205, 62 FEET
 JD1779'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 42 FEET EAST OF THE
 JD1779'CENTERLINE OF THE ROAD, 40 FEET SOUTH OF THE SOUTH RAIL, 4 FEET
 JD1779'NORTH OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 2 FEET
 JD1779'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JD1779'POST PROJECTING 0.5 FOOT.
 JD1779
 JD1779                          STATION RECOVERY (2006)
 JD1779
 JD1779'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD1779'FOUND THE MONUMENT ABOUT 3 INCHES BELOW GROUND TILTED TO THE SOUTH.
 JD1779'THE DISK IS 3.0 FEET NORTH OF AN EAST-WEST FENCE AND 2.0 FEET EAST OF
 JD1779'A FENCE CORNER. D ELETE THE WITNESS POST FROM THE DESCRIPTION.
 JD1779'HH2 N38 46 21.4 W93 30 01.2
 JD1779' 
 JD1779' 
 JD1779' 
 JD1779' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0584 ***********************************************************************
 JD0584  DESIGNATION -  E 297
 JD0584  PID         -  JD0584
 JD0584  STATE/COUNTY-  MO/COOPER
 JD0584  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0584
 JD0584                         *CURRENT SURVEY CONTROL
 JD0584  ___________________________________________________________________
 JD0584* NAD 83(1986)-  38 42 48.     (N)    092 57 33.     (W)     SCALED    
 JD0584* NAVD 88     -       214.532  (meters)     703.84   (feet)  ADJUSTED  
 JD0584  ___________________________________________________________________
 JD0584  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0584  DYNAMIC HT  -         214.389 (meters)     703.37  (feet)  COMP
 JD0584  MODELED GRAV-     979,956.2   (mgal)                       NAVD 88
 JD0584
 JD0584  VERT ORDER  -  SECOND    CLASS 0
 JD0584
 JD0584.The horizontal coordinates were scaled from a topographic map and have
 JD0584.an estimated accuracy of +/- 6 seconds.
 JD0584
 JD0584.The orthometric height was determined by differential leveling
 JD0584.and adjusted by the National Geodetic Survey in June 1991..
 JD0584
 JD0584.The geoid height was determined by GEOID03.
 JD0584
 JD0584.The dynamic height is computed by dividing the NAVD 88
 JD0584.geopotential number by the normal gravity value computed on the
 JD0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0584.degrees latitude (g = 980.6199 gals.).
 JD0584
 JD0584.The modeled gravity was interpolated from observed gravity values.
 JD0584
 JD0584;                    North         East    Units  Estimated Accuracy
 JD0584;SPC MO C     -   319,710.      460,070.      MT  (+/- 180 meters Scaled)
 JD0584
 JD0584                          SUPERSEDED SURVEY CONTROL
 JD0584
 JD0584  NGVD 29 (??/??/92)  214.440  (m)          703.54   (f) ADJ UNCH    2 0
 JD0584
 JD0584.Superseded values are not recommended for survey control.
 JD0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0584.See file dsdata.txt to determine how the superseded data were derived.
 JD0584
 JD0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC035849(NAD 83)
 JD0584_MARKER: DB = BENCH MARK DISK
 JD0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0584_SP_SET: BRIDGE
 JD0584_STAMPING: E 297 1963
 JD0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0584
 JD0584  HISTORY     - Date     Condition        Report By
 JD0584  HISTORY     - 1963     MONUMENTED       CGS
 JD0584
 JD0584                          STATION DESCRIPTION
 JD0584
 JD0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0584'3.2 MI NE FROM OTTERVILLE.
 JD0584'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0584'THE STATION AT OTTERVILLE, THENCE 0.2 MILE NORTH ALONG A TRACK
 JD0584'ROAD, THENCE 0.65 MILE NORTH ALONG COUNTY ROAD C, SET IN THE
 JD0584'TOP OF THE EAST END OF THE NORTH CONCRETE WINGWALL OF A CONCRETE
 JD0584'BRIDGE OVER OTTER CREEK, 13.4 FEET EAST OF THE CENTERLINE OF THE
 JD0584'ROAD, 0.7 FOOT NORTHEAST OF A GUARDRAIL, AND ABOUT LEVEL WITH
 JD0584'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1159 ***********************************************************************
 JD1159  DESIGNATION -  E 298
 JD1159  PID         -  JD1159
 JD1159  STATE/COUNTY-  MO/PETTIS
 JD1159  USGS QUAD   -  BEAMAN (1978)
 JD1159
 JD1159                         *CURRENT SURVEY CONTROL
 JD1159  ___________________________________________________________________
 JD1159* NAD 83(1986)-  38 51 28.     (N)    093 11 05.     (W)     SCALED    
 JD1159* NAVD 88     -       256.596  (meters)     841.85   (feet)  ADJUSTED  
 JD1159  ___________________________________________________________________
 JD1159  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1159  DYNAMIC HT  -         256.429 (meters)     841.30  (feet)  COMP
 JD1159  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 JD1159
 JD1159  VERT ORDER  -  SECOND    CLASS 0
 JD1159
 JD1159.The horizontal coordinates were scaled from a topographic map and have
 JD1159.an estimated accuracy of +/- 6 seconds.
 JD1159
 JD1159.The orthometric height was determined by differential leveling
 JD1159.and adjusted by the National Geodetic Survey in June 1991..
 JD1159
 JD1159.The geoid height was determined by GEOID03.
 JD1159
 JD1159.The dynamic height is computed by dividing the NAVD 88
 JD1159.geopotential number by the normal gravity value computed on the
 JD1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1159.degrees latitude (g = 980.6199 gals.).
 JD1159
 JD1159.The modeled gravity was interpolated from observed gravity values.
 JD1159
 JD1159;                    North         East    Units  Estimated Accuracy
 JD1159;SPC MO C     -   335,870.      440,570.      MT  (+/- 180 meters Scaled)
 JD1159
 JD1159                          SUPERSEDED SURVEY CONTROL
 JD1159
 JD1159  NGVD 29 (??/??/92)  256.507  (m)          841.56   (f) ADJ UNCH    2 0
 JD1159
 JD1159.Superseded values are not recommended for survey control.
 JD1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1159.See file dsdata.txt to determine how the superseded data were derived.
 JD1159
 JD1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD839010(NAD 83)
 JD1159_MARKER: DB = BENCH MARK DISK
 JD1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1159_STAMPING: E 298 1963
 JD1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1159+STABILITY: SURFACE MOTION
 JD1159
 JD1159  HISTORY     - Date     Condition        Report By
 JD1159  HISTORY     - 1963     MONUMENTED       CGS
 JD1159
 JD1159                          STATION DESCRIPTION
 JD1159
 JD1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1159'12.2 MI NE FROM SEDALIA.
 JD1159'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1159'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1159'HIGHWAY 65, THENCE 1.9 MILES EAST ALONG PAVED COUNTY ROAD J, 57
 JD1159'FEET SOUTHWEST OF THE CENTER OF THE T-JUNCTION OF A ROAD LEADING
 JD1159'SOUTH, 52.7 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 23.8 FEET
 JD1159'WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 13.9 FEET SOUTH
 JD1159'OF A POWER POLE, 13.2 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 1.5
 JD1159'FEET EAST OF A NORTH-SOUTH FENCE, 1.5 FEET NORTH OF A METAL WITNESS
 JD1159'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN
 JD1159'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2022 ***********************************************************************
 JD2022  DESIGNATION -  E 299
 JD2022  PID         -  JD2022
 JD2022  STATE/COUNTY-  MO/JOHNSON
 JD2022  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD2022
 JD2022                         *CURRENT SURVEY CONTROL
 JD2022  ___________________________________________________________________
 JD2022* NAD 83(1986)-  38 51 55.     (N)    093 47 31.     (W)     SCALED    
 JD2022* NAVD 88     -       250.288  (meters)     821.15   (feet)  ADJUSTED  
 JD2022  ___________________________________________________________________
 JD2022  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD2022  DYNAMIC HT  -         250.122 (meters)     820.61  (feet)  COMP
 JD2022  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 JD2022
 JD2022  VERT ORDER  -  SECOND    CLASS 0
 JD2022
 JD2022.The horizontal coordinates were scaled from a topographic map and have
 JD2022.an estimated accuracy of +/- 6 seconds.
 JD2022
 JD2022.The orthometric height was determined by differential leveling
 JD2022.and adjusted by the National Geodetic Survey in June 1991..
 JD2022
 JD2022.The geoid height was determined by GEOID03.
 JD2022
 JD2022.The dynamic height is computed by dividing the NAVD 88
 JD2022.geopotential number by the normal gravity value computed on the
 JD2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2022.degrees latitude (g = 980.6199 gals.).
 JD2022
 JD2022.The modeled gravity was interpolated from observed gravity values.
 JD2022
 JD2022;                    North         East    Units  Estimated Accuracy
 JD2022;SPC MO W     -   299,730.      911,450.      MT  (+/- 180 meters Scaled)
 JD2022
 JD2022                          SUPERSEDED SURVEY CONTROL
 JD2022
 JD2022  NGVD 29 (??/??/92)  250.195  (m)          820.85   (f) ADJ UNCH    2 0
 JD2022
 JD2022.Superseded values are not recommended for survey control.
 JD2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2022.See file dsdata.txt to determine how the superseded data were derived.
 JD2022
 JD2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD312021(NAD 83)
 JD2022_MARKER: DB = BENCH MARK DISK
 JD2022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2022_SP_SET: CULVERT
 JD2022_STAMPING: E 299 1963
 JD2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2022+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JD2022
 JD2022  HISTORY     - Date     Condition        Report By
 JD2022  HISTORY     - 1963     MONUMENTED       CGS
 JD2022  HISTORY     - 20050901 GOOD             INDIV
 JD2022
 JD2022                          STATION DESCRIPTION
 JD2022
 JD2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2022'9.4 MI NW FROM WARRENSBURG.
 JD2022'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE INTERSECTION
 JD2022'OF U.S. HIGHWAY 50 AT WARRENSBURG, THENCE 5.35 MILES NORTHWEST
 JD2022'ALONG GRAVELED COUNTY ROAD OO, ON THE OUTSIDE OF A SHARP CURVE, SET
 JD2022'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A
 JD2022'6 X 6 FOOT CONCRETE CULVERT UNDER THE ROAD, 13 FEET WEST OF THE
 JD2022'CENTERLINE OF THE ROAD, 81 FEET EAST OF THE CENTERLINE OF A NEW
 JD2022'ROAD WHICH IS TO TAKE THE PLACE OF THE COUNTY ROAD, 0.8 FOOT
 JD2022'NORTH OF THE SOUTH EDGE OF THE HEAD WALL, AND ABOUT 5 FEET BELOW
 JD2022'THE LEVEL OF THE ROAD.
 JD2022
 JD2022                          STATION RECOVERY (2005)
 JD2022
 JD2022'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0950 ***********************************************************************
 JD0950  DESIGNATION -  E 3 B 1
 JD0950  PID         -  JD0950
 JD0950  STATE/COUNTY-  MO/MORGAN
 JD0950  USGS QUAD   -  PYRMONT (1961)
 JD0950
 JD0950                         *CURRENT SURVEY CONTROL
 JD0950  ___________________________________________________________________
 JD0950* NAD 83(1986)-  38 30 52.     (N)    093 02 07.     (W)     SCALED    
 JD0950* NAVD 88     -       316.783  (meters)    1039.31   (feet)  ADJUSTED  
 JD0950  ___________________________________________________________________
 JD0950  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0950  DYNAMIC HT  -         316.558 (meters)    1038.57  (feet)  COMP
 JD0950  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 JD0950
 JD0950  VERT ORDER  -  SECOND    CLASS 0
 JD0950
 JD0950.The horizontal coordinates were scaled from a topographic map and have
 JD0950.an estimated accuracy of +/- 6 seconds.
 JD0950
 JD0950.The orthometric height was determined by differential leveling
 JD0950.and adjusted by the National Geodetic Survey in June 1991..
 JD0950
 JD0950.The geoid height was determined by GEOID03.
 JD0950
 JD0950.The dynamic height is computed by dividing the NAVD 88
 JD0950.geopotential number by the normal gravity value computed on the
 JD0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0950.degrees latitude (g = 980.6199 gals.).
 JD0950
 JD0950.The modeled gravity was interpolated from observed gravity values.
 JD0950
 JD0950;                    North         East    Units  Estimated Accuracy
 JD0950;SPC MO C     -   297,670.      453,320.      MT  (+/- 180 meters Scaled)
 JD0950
 JD0950                          SUPERSEDED SURVEY CONTROL
 JD0950
 JD0950  NGVD 29 (??/??/92)  316.67   (m)         1038.9    (f) COMPUTED    2 0
 JD0950
 JD0950.Superseded values are not recommended for survey control.
 JD0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0950.See file dsdata.txt to determine how the superseded data were derived.
 JD0950
 JD0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC969628(NAD 83)
 JD0950_MARKER: Z = SEE DESCRIPTION
 JD0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0950_SP_SET: TRIBRACH
 JD0950_STAMPING: E3 B1
 JD0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0950
 JD0950  HISTORY     - Date     Condition        Report By
 JD0950  HISTORY     - 1963     MONUMENTED       CGS
 JD0950
 JD0950                          STATION DESCRIPTION
 JD0950
 JD0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0950'7.4 MI NW FROM STOVER.
 JD0950'ABOUT 1.3 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0950'RAILROAD FROM THE STATION AT STOVER, THENCE 0.45 MILE NORTH ALONG
 JD0950'A GRAVELED ROAD, THENCE 0.25 MILE WEST ALONG STATE HIGHWAY 135,
 JD0950'THENCE 0.35 WEST ALONG STATE ROAD CC, THENCE 0.2 MILE NORTH ACROSS
 JD0950'COUNTRY, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JD0950'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF A 18-INCH CONCRETE
 JD0950'CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0949 ***********************************************************************
 JD0949  DESIGNATION -  E 3 B 2
 JD0949  PID         -  JD0949
 JD0949  STATE/COUNTY-  MO/MORGAN
 JD0949  USGS QUAD   -  PYRMONT (1961)
 JD0949
 JD0949                         *CURRENT SURVEY CONTROL
 JD0949  ___________________________________________________________________
 JD0949* NAD 83(1986)-  38 30 42.     (N)    093 02 01.     (W)     SCALED    
 JD0949* NAVD 88     -       317.286  (meters)    1040.96   (feet)  ADJUSTED  
 JD0949  ___________________________________________________________________
 JD0949  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0949  DYNAMIC HT  -         317.060 (meters)    1040.22  (feet)  COMP
 JD0949  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 JD0949
 JD0949  VERT ORDER  -  SECOND    CLASS 0
 JD0949
 JD0949.The horizontal coordinates were scaled from a topographic map and have
 JD0949.an estimated accuracy of +/- 6 seconds.
 JD0949
 JD0949.The orthometric height was determined by differential leveling
 JD0949.and adjusted by the National Geodetic Survey in June 1991..
 JD0949
 JD0949.The geoid height was determined by GEOID03.
 JD0949
 JD0949.The dynamic height is computed by dividing the NAVD 88
 JD0949.geopotential number by the normal gravity value computed on the
 JD0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0949.degrees latitude (g = 980.6199 gals.).
 JD0949
 JD0949.The modeled gravity was interpolated from observed gravity values.
 JD0949
 JD0949;                    North         East    Units  Estimated Accuracy
 JD0949;SPC MO C     -   297,360.      453,460.      MT  (+/- 180 meters Scaled)
 JD0949
 JD0949                          SUPERSEDED SURVEY CONTROL
 JD0949
 JD0949  NGVD 29 (??/??/92)  317.17   (m)         1040.6    (f) COMPUTED    2 0
 JD0949
 JD0949.Superseded values are not recommended for survey control.
 JD0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0949.See file dsdata.txt to determine how the superseded data were derived.
 JD0949
 JD0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC970625(NAD 83)
 JD0949_MARKER: Z = SEE DESCRIPTION
 JD0949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0949_SP_SET: TRIBRACH
 JD0949_STAMPING: E3 B2
 JD0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0949
 JD0949  HISTORY     - Date     Condition        Report By
 JD0949  HISTORY     - 1963     MONUMENTED       CGS
 JD0949
 JD0949                          STATION DESCRIPTION
 JD0949
 JD0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0949'7 MI NW FROM STOVER.
 JD0949'ABOUT 1.3 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0949'RAILROAD FROM THE STATION AT STOVER, THENCE 0.45 MILE NORTH ALONG
 JD0949'A GRAVELED ROAD, THENCE 0.25 MILE WEST ALONG STATE HIGHWAYS 52
 JD0949'AND 135, THENCE 4.85 MILES NORTH ALONG STATE HIGHWAY 135, THENCE
 JD0949'0.2 MILE ALONG STATE ROAD CC, IN SECTION 8, T 43 N, R 19 W, AND
 JD0949'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JD0949'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JD0949'PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0948 ***********************************************************************
 JD0948  DESIGNATION -  E 3 Z
 JD0948  PID         -  JD0948
 JD0948  STATE/COUNTY-  MO/MORGAN
 JD0948  USGS QUAD   -  PYRMONT (1961)
 JD0948
 JD0948                         *CURRENT SURVEY CONTROL
 JD0948  ___________________________________________________________________
 JD0948* NAD 83(1986)-  38 30 45.     (N)    093 01 32.     (W)     SCALED    
 JD0948* NAVD 88     -       315.577  (meters)    1035.36   (feet)  ADJUSTED  
 JD0948  ___________________________________________________________________
 JD0948  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0948  DYNAMIC HT  -         315.353 (meters)    1034.62  (feet)  COMP
 JD0948  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 JD0948
 JD0948  VERT ORDER  -  SECOND    CLASS 0
 JD0948
 JD0948.The horizontal coordinates were scaled from a topographic map and have
 JD0948.an estimated accuracy of +/- 6 seconds.
 JD0948
 JD0948.The orthometric height was determined by differential leveling
 JD0948.and adjusted by the National Geodetic Survey in June 1991..
 JD0948
 JD0948.The geoid height was determined by GEOID03.
 JD0948
 JD0948.The dynamic height is computed by dividing the NAVD 88
 JD0948.geopotential number by the normal gravity value computed on the
 JD0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0948.degrees latitude (g = 980.6199 gals.).
 JD0948
 JD0948.The modeled gravity was interpolated from observed gravity values.
 JD0948
 JD0948;                    North         East    Units  Estimated Accuracy
 JD0948;SPC MO C     -   297,450.      454,170.      MT  (+/- 180 meters Scaled)
 JD0948
 JD0948                          SUPERSEDED SURVEY CONTROL
 JD0948
 JD0948  NGVD 29 (??/??/92)  315.46   (m)         1035.0    (f) COMPUTED    2 0
 JD0948
 JD0948.Superseded values are not recommended for survey control.
 JD0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0948.See file dsdata.txt to determine how the superseded data were derived.
 JD0948
 JD0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC977626(NAD 83)
 JD0948_MARKER: DS = TRIANGULATION STATION DISK
 JD0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0948_STAMPING: E 3 Z 1963
 JD0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0948+STABILITY: SURFACE MOTION
 JD0948
 JD0948  HISTORY     - Date     Condition        Report By
 JD0948  HISTORY     - 1963     MONUMENTED       CGS
 JD0948
 JD0948                          STATION DESCRIPTION
 JD0948
 JD0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0948'6.5 MI S FROM FLORENCE.
 JD0948'ABOUT 6.5 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0948'CHURCH AT FLORENCE, IN SECTION 9, T 43 N R 19 W, OR 1.3 MILES
 JD0948'WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD FROM THE
 JD0948'STATION AT STOVER THENCE 0.45 MILE NORTH ALONG A GRAVELED ROAD,
 JD0948'THENCE 0.25 MILE WEST ALONG STATE HIGHWAYS 52 AND 135, THENCE
 JD0948'5.15 MILES NORTH ALONG STATE HIGHWAY 135, AT A JUNCTION WITH A
 JD0948'ROAD LEADING EAST, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JD0948'41 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 2.1
 JD0948'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 JD0948'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0946 ***********************************************************************
 JD0946  DESIGNATION -  E 3 Z RM 1
 JD0946  PID         -  JD0946
 JD0946  STATE/COUNTY-  MO/MORGAN
 JD0946  USGS QUAD   -  PYRMONT (1961)
 JD0946
 JD0946                         *CURRENT SURVEY CONTROL
 JD0946  ___________________________________________________________________
 JD0946* NAD 83(1986)-  38 30 46.     (N)    093 01 31.     (W)     SCALED    
 JD0946* NAVD 88     -       316.690  (meters)    1039.01   (feet)  ADJUSTED  
 JD0946  ___________________________________________________________________
 JD0946  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0946  DYNAMIC HT  -         316.465 (meters)    1038.27  (feet)  COMP
 JD0946  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 JD0946
 JD0946  VERT ORDER  -  SECOND    CLASS 0
 JD0946
 JD0946.The horizontal coordinates were scaled from a topographic map and have
 JD0946.an estimated accuracy of +/- 6 seconds.
 JD0946
 JD0946.The orthometric height was determined by differential leveling
 JD0946.and adjusted by the National Geodetic Survey in June 1991..
 JD0946
 JD0946.The geoid height was determined by GEOID03.
 JD0946
 JD0946.The dynamic height is computed by dividing the NAVD 88
 JD0946.geopotential number by the normal gravity value computed on the
 JD0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0946.degrees latitude (g = 980.6199 gals.).
 JD0946
 JD0946.The modeled gravity was interpolated from observed gravity values.
 JD0946
 JD0946;                    North         East    Units  Estimated Accuracy
 JD0946;SPC MO C     -   297,480.      454,190.      MT  (+/- 180 meters Scaled)
 JD0946
 JD0946                          SUPERSEDED SURVEY CONTROL
 JD0946
 JD0946  NGVD 29 (??/??/92)  316.57   (m)         1038.6    (f) COMPUTED    2 0
 JD0946
 JD0946.Superseded values are not recommended for survey control.
 JD0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0946.See file dsdata.txt to determine how the superseded data were derived.
 JD0946
 JD0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC977627(NAD 83)
 JD0946_MARKER: DR = REFERENCE MARK DISK
 JD0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0946_STAMPING: E 3 Z NO1 1963
 JD0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0946+STABILITY: SURFACE MOTION
 JD0946
 JD0946  HISTORY     - Date     Condition        Report By
 JD0946  HISTORY     - 1963     MONUMENTED       CGS
 JD0946
 JD0946                          STATION DESCRIPTION
 JD0946
 JD0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0946'6.5 MI S FROM FLORENCE.
 JD0946'ABOUT 6.5 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0946'CHURCH AT FLORENCE, AT THE JUNCTION OF A ROAD LEADING EAST, IN
 JD0946'SECTION 9, T 43 N, R 19 W, 32 FEET EAST OF THE CENTER LINE OF THE
 JD0946'HIGHWAY, 117.8 FEET NORTH OF E 3 Z 1963, 1.7 FEET SOUTH OF A
 JD0946'TELEPHONE POLE WITH 2 GUY WIRES, ABOUT 3 FEET ABOVE THE LEVEL OF
 JD0946'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0946'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0947 ***********************************************************************
 JD0947  DESIGNATION -  E 3 Z RM 2
 JD0947  PID         -  JD0947
 JD0947  STATE/COUNTY-  MO/MORGAN
 JD0947  USGS QUAD   -  PYRMONT (1961)
 JD0947
 JD0947                         *CURRENT SURVEY CONTROL
 JD0947  ___________________________________________________________________
 JD0947* NAD 83(1986)-  38 30 45.     (N)    093 01 31.     (W)     SCALED    
 JD0947* NAVD 88     -       315.940  (meters)    1036.55   (feet)  ADJUSTED  
 JD0947  ___________________________________________________________________
 JD0947  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0947  DYNAMIC HT  -         315.716 (meters)    1035.81  (feet)  COMP
 JD0947  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 JD0947
 JD0947  VERT ORDER  -  SECOND    CLASS 0
 JD0947
 JD0947.The horizontal coordinates were scaled from a topographic map and have
 JD0947.an estimated accuracy of +/- 6 seconds.
 JD0947
 JD0947.The orthometric height was determined by differential leveling
 JD0947.and adjusted by the National Geodetic Survey in June 1991..
 JD0947
 JD0947.The geoid height was determined by GEOID03.
 JD0947
 JD0947.The dynamic height is computed by dividing the NAVD 88
 JD0947.geopotential number by the normal gravity value computed on the
 JD0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0947.degrees latitude (g = 980.6199 gals.).
 JD0947
 JD0947.The modeled gravity was interpolated from observed gravity values.
 JD0947
 JD0947;                    North         East    Units  Estimated Accuracy
 JD0947;SPC MO C     -   297,450.      454,190.      MT  (+/- 180 meters Scaled)
 JD0947
 JD0947                          SUPERSEDED SURVEY CONTROL
 JD0947
 JD0947  NGVD 29 (??/??/92)  315.82   (m)         1036.2    (f) COMPUTED    2 0
 JD0947
 JD0947.Superseded values are not recommended for survey control.
 JD0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0947.See file dsdata.txt to determine how the superseded data were derived.
 JD0947
 JD0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC977626(NAD 83)
 JD0947_MARKER: DR = REFERENCE MARK DISK
 JD0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0947_STAMPING: E 3 Z NO2 1963
 JD0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0947+STABILITY: SURFACE MOTION
 JD0947
 JD0947  HISTORY     - Date     Condition        Report By
 JD0947  HISTORY     - 1963     MONUMENTED       CGS
 JD0947
 JD0947                          STATION DESCRIPTION
 JD0947
 JD0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0947'6.5 MI S FROM FLORENCE.
 JD0947'ABOUT 6.5 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0947'CHURCH AT FLORENCE, IN SECTION 9, T 43 N, R 19 W, AT A ROAD
 JD0947'JUNCTION 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 64.8
 JD0947'FEET EAST OF E 3 Z 1963, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JD0947'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0365 ***********************************************************************
 HD0365  DESIGNATION -  E 30
 HD0365  PID         -  HD0365
 HD0365  STATE/COUNTY-  MO/LACLEDE
 HD0365  USGS QUAD   -  ELDRIDGE EAST (1985)
 HD0365
 HD0365                         *CURRENT SURVEY CONTROL
 HD0365  ___________________________________________________________________
 HD0365* NAD 83(1986)-  37 49 17.     (N)    092 41 21.     (W)     SCALED    
 HD0365* NAVD 88     -       308.144  (meters)    1010.97   (feet)  ADJUSTED  
 HD0365  ___________________________________________________________________
 HD0365  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HD0365  DYNAMIC HT  -         307.910 (meters)    1010.20  (feet)  COMP
 HD0365  MODELED GRAV-     979,862.2   (mgal)                       NAVD 88
 HD0365
 HD0365  VERT ORDER  -  SECOND    CLASS 0
 HD0365
 HD0365.The horizontal coordinates were scaled from a topographic map and have
 HD0365.an estimated accuracy of +/- 6 seconds.
 HD0365
 HD0365.The orthometric height was determined by differential leveling
 HD0365.and adjusted by the National Geodetic Survey in June 1991..
 HD0365
 HD0365.The geoid height was determined by GEOID03.
 HD0365
 HD0365.The dynamic height is computed by dividing the NAVD 88
 HD0365.geopotential number by the normal gravity value computed on the
 HD0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0365.degrees latitude (g = 980.6199 gals.).
 HD0365
 HD0365.The modeled gravity was interpolated from observed gravity values.
 HD0365
 HD0365;                    North         East    Units  Estimated Accuracy
 HD0365;SPC MO C     -   220,630.      483,350.      MT  (+/- 180 meters Scaled)
 HD0365
 HD0365                          SUPERSEDED SURVEY CONTROL
 HD0365
 HD0365  NGVD 29 (??/??/92)  308.033  (m)         1010.60   (f) ADJ UNCH    2 0
 HD0365
 HD0365.Superseded values are not recommended for survey control.
 HD0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0365.See file dsdata.txt to determine how the superseded data were derived.
 HD0365
 HD0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB273860(NAD 83)
 HD0365_MARKER: DB = BENCH MARK DISK
 HD0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0365_SP_SET: ABUTMENT
 HD0365_STAMPING: E 30 1934
 HD0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0365
 HD0365  HISTORY     - Date     Condition        Report By
 HD0365  HISTORY     - 1934     MONUMENTED       CGS
 HD0365
 HD0365                          STATION DESCRIPTION
 HD0365
 HD0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0365'6.4 MI S FROM DECATURVILLE.
 HD0365'IN LACLEDE COUNTY, 6.4 MILES SOUTH ALONG STATE HIGHWAY 5 FROM
 HD0365'DECATURVILLE, CAMDEN COUNTY, AT THE SOUTH END OF BRIDGE H 99
 HD0365'OVER GOODWIN HOLLOW CREEK, AND IN THE TOP OF THE WEST END
 HD0365'OF THE CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED E 30 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1514 ***********************************************************************
 HD1514  DESIGNATION -  E 30 RESET
 HD1514  PID         -  HD1514
 HD1514  STATE/COUNTY-  MO/LACLEDE
 HD1514  USGS QUAD   -  ELDRIDGE EAST (1985)
 HD1514
 HD1514                         *CURRENT SURVEY CONTROL
 HD1514  ___________________________________________________________________
 HD1514* NAD 83(1997)-  37 49 17.73850(N)    092 41 23.89145(W)     ADJUSTED  
 HD1514* NAVD 88     -       310.39   (meters)    1018.3    (feet)  RESET     
 HD1514  ___________________________________________________________________
 HD1514  X           -    -236,761.270 (meters)                     COMP
 HD1514  Y           -  -5,039,258.396 (meters)                     COMP
 HD1514  Z           -   3,889,992.147 (meters)                     COMP
 HD1514  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HD1514  ELLIP HEIGHT-         279.56  (meters)          (02/17/00) GPS OBS
 HD1514  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HD1514
 HD1514  HORZ ORDER  -  THIRD
 HD1514  VERT ORDER  -  THIRD
 HD1514  ELLP ORDER  -  FOURTH    CLASS I
 HD1514
 HD1514.The horizontal coordinates were established by GPS observations
 HD1514.and adjusted by the National Geodetic Survey in February 2000..
 HD1514
 HD1514.The orthometric height was computed from unverified reset data.
 HD1514.No vertical observational check was made to the station.
 HD1514
 HD1514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1514
 HD1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1514
 HD1514.The ellipsoidal height was determined by GPS observations
 HD1514.and is referenced to NAD 83.
 HD1514
 HD1514.The geoid height was determined by GEOID03.
 HD1514
 HD1514;                    North         East     Units Scale Factor Converg.
 HD1514;SPC MO C     -   220,648.417   483,275.247   MT  0.99993678   -0 06 59.4
 HD1514;UTM  15      - 4,186,066.076   527,285.663   MT  0.99960917   +0 11 24.4
 HD1514
 HD1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1514!SPC MO C     -   0.99995613  x   0.99993678  =   0.99989292
 HD1514!UTM  15      -   0.99995613  x   0.99960917  =   0.99956532
 HD1514
 HD1514                          SUPERSEDED SURVEY CONTROL
 HD1514
 HD1514  NAD 83(1986)-  37 49 17.75124(N)    092 41 23.89034(W) AD(       ) 3
 HD1514  NGVD 29 (02/22/06)  310.28   (m)         1018.0    (f) RESET       3  
 HD1514
 HD1514.Superseded values are not recommended for survey control.
 HD1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1514.See file dsdata.txt to determine how the superseded data were derived.
 HD1514
 HD1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2728686066(NAD 83)
 HD1514_MARKER: DB = BENCH MARK DISK
 HD1514_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HD1514_SP_SET: PARAPET WALL
 HD1514_STAMPING: E 30 RESET 1978
 HD1514_MARK LOGO: MOHC  
 HD1514_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1514+STABILITY: SURFACE MOTION
 HD1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1514+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1990
 HD1514
 HD1514  HISTORY     - Date     Condition        Report By
 HD1514  HISTORY     - 1978     MONUMENTED       NGS
 HD1514  HISTORY     - 19891102 GOOD             NGS
 HD1514  HISTORY     - 19891102 GOOD             MOHC
 HD1514  HISTORY     - 19900125 GOOD
 HD1514
 HD1514                          STATION DESCRIPTION
 HD1514
 HD1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1514'STATION IS LOCATED ABOUT 23.2 KM (14.40 MI) SOUTH OF CAMDENTON, ABOUT
 HD1514'6.4 KM (4.00 MI) EAST OF ELDRIDGE, AT THE SOUTHEAST CORNER OF THE
 HD1514'STATE ROUTE 5 HIGHWAY BRIDGE OVER GOODWIN HOLLOW CREEK.
 HD1514'OWNERSHIP--MISSOURI HIGHWAY COMMISSION.
 HD1514'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 5 AND ROAD E
 HD1514'LEADING WEST TO ELDRIDGE LOCATED ABOUT 6.4 KM (4.00 MI) EAST OF
 HD1514'ELDRIDGE, GO SOUTH ALONG STATE ROUTE 5 FOR 0.24 KM (0.15 MI) TO THE
 HD1514'SOUTH END OF THE HIGHWAY BRIDGE OVER GOODWIN HOLLOW CREEK AND THE
 HD1514'STATION.
 HD1514'STATION IS A BENCH MARK DISK SET BY THE MOHC IN THE TOP OF THE EXTREME
 HD1514'SOUTH END OF THE EAST CONCRETE GUARD RAIL OF THE HIGHWAY BRIDGE.  IT
 HD1514'IS 8.2 M (26.9 FT) EAST OF THE CENTER OF THE HIGHWAY, 0.31 M (1.0 FT)
 HD1514'NORTH OF THE NORTH END OF A METAL GUARD RAIL, AND ABOUT 0.91 M
 HD1514'(3.0 FT) ABOVE THE HIGHWAY SURFACE.
 HD1514'DESCRIBED BY G.F.S.    ALLOW EXTRA TIME FOR SETUP.  CAN PARK TRUCK ON
 HD1514'EAST SIDE OF THE METAL GUARD RAIL WITH CAUTION.
 HD1514
 HD1514                          STATION RECOVERY (1989)
 HD1514
 HD1514'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1989
 HD1514'RECOVERED IN GOOD CONDITION.
 HD1514
 HD1514                          STATION RECOVERY (1990)
 HD1514
 HD1514'RECOVERED 1990
 HD1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2066 ***********************************************************************
 JD2066  DESIGNATION -  E 300
 JD2066  PID         -  JD2066
 JD2066  STATE/COUNTY-  MO/LAFAYETTE
 JD2066  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2066
 JD2066                         *CURRENT SURVEY CONTROL
 JD2066  ___________________________________________________________________
 JD2066* NAD 83(1986)-  38 57 51.     (N)    093 58 28.     (W)     SCALED    
 JD2066* NAVD 88     -       256.856  (meters)     842.70   (feet)  ADJUSTED  
 JD2066  ___________________________________________________________________
 JD2066  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2066  DYNAMIC HT  -         256.687 (meters)     842.15  (feet)  COMP
 JD2066  MODELED GRAV-     979,963.4   (mgal)                       NAVD 88
 JD2066
 JD2066  VERT ORDER  -  SECOND    CLASS 0
 JD2066
 JD2066.The horizontal coordinates were scaled from a topographic map and have
 JD2066.an estimated accuracy of +/- 6 seconds.
 JD2066
 JD2066.The orthometric height was determined by differential leveling
 JD2066.and adjusted by the National Geodetic Survey in June 1991..
 JD2066
 JD2066.The geoid height was determined by GEOID03.
 JD2066
 JD2066.The dynamic height is computed by dividing the NAVD 88
 JD2066.geopotential number by the normal gravity value computed on the
 JD2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2066.degrees latitude (g = 980.6199 gals.).
 JD2066
 JD2066.The modeled gravity was interpolated from observed gravity values.
 JD2066
 JD2066;                    North         East    Units  Estimated Accuracy
 JD2066;SPC MO W     -   310,600.      895,550.      MT  (+/- 180 meters Scaled)
 JD2066
 JD2066                          SUPERSEDED SURVEY CONTROL
 JD2066
 JD2066  NGVD 29 (??/??/92)  256.754  (m)          842.37   (f) ADJ UNCH    2 0
 JD2066
 JD2066.Superseded values are not recommended for survey control.
 JD2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2066.See file dsdata.txt to determine how the superseded data were derived.
 JD2066
 JD2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD155132(NAD 83)
 JD2066_MARKER: DB = BENCH MARK DISK
 JD2066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2066_SP_SET: CULVERT
 JD2066_STAMPING: E 300 1963
 JD2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2066
 JD2066  HISTORY     - Date     Condition        Report By
 JD2066  HISTORY     - 1963     MONUMENTED       CGS
 JD2066  HISTORY     - 20060904 MARK NOT FOUND   GEOCAC
 JD2066
 JD2066                          STATION DESCRIPTION
 JD2066
 JD2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2066'3.7 MI SW FROM ODESSA.
 JD2066'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2066'AT ODESSA, THENCE 1.3 MILES SOUTHWEST ALONG HIGHWAY 00, THENCE
 JD2066'1.05 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.35 MILE WEST
 JD2066'ALONG A GRAVELED ROAD, SET IN THE EAST END OF THE SOUTH CONCRETE
 JD2066'HEAD WALL OF A 6 X 5 FOOT CONCRETE CULVERT, 9 FEET SOUTH OF THE
 JD2066'CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 JD2066
 JD2066                          STATION RECOVERY (2006)
 JD2066
 JD2066'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2066'THE CULVERT HAS BEEN REPLACED WITH A METAL PIPE CULVERT AND THE
 JD2066'HEADWALL REMOVED.
 JD2066' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2051 ***********************************************************************
 JD2051  DESIGNATION -  E 301
 JD2051  PID         -  JD2051
 JD2051  STATE/COUNTY-  MO/JOHNSON
 JD2051  USGS QUAD   -  PITTSVILLE (1981)
 JD2051
 JD2051                         *CURRENT SURVEY CONTROL
 JD2051  ___________________________________________________________________
 JD2051* NAD 83(1986)-  38 52 21.     (N)    093 59 21.     (W)     SCALED    
 JD2051* NAVD 88     -       274.000  (meters)     898.95   (feet)  ADJUSTED  
 JD2051  ___________________________________________________________________
 JD2051  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD2051  DYNAMIC HT  -         273.817 (meters)     898.35  (feet)  COMP
 JD2051  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 JD2051
 JD2051  VERT ORDER  -  SECOND    CLASS 0
 JD2051
 JD2051.The horizontal coordinates were scaled from a topographic map and have
 JD2051.an estimated accuracy of +/- 6 seconds.
 JD2051
 JD2051.The orthometric height was determined by differential leveling
 JD2051.and adjusted by the National Geodetic Survey in June 1991..
 JD2051
 JD2051.The geoid height was determined by GEOID03.
 JD2051
 JD2051.The dynamic height is computed by dividing the NAVD 88
 JD2051.geopotential number by the normal gravity value computed on the
 JD2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2051.degrees latitude (g = 980.6199 gals.).
 JD2051
 JD2051.The modeled gravity was interpolated from observed gravity values.
 JD2051
 JD2051;                    North         East    Units  Estimated Accuracy
 JD2051;SPC MO W     -   300,420.      894,330.      MT  (+/- 180 meters Scaled)
 JD2051
 JD2051                          SUPERSEDED SURVEY CONTROL
 JD2051
 JD2051  NGVD 29 (??/??/92)  273.899  (m)          898.62   (f) ADJ UNCH    2 0
 JD2051
 JD2051.Superseded values are not recommended for survey control.
 JD2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2051.See file dsdata.txt to determine how the superseded data were derived.
 JD2051
 JD2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD141030(NAD 83)
 JD2051_MARKER: DB = BENCH MARK DISK
 JD2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2051_STAMPING: E 301 1963
 JD2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2051+STABILITY: SURFACE MOTION
 JD2051
 JD2051  HISTORY     - Date     Condition        Report By
 JD2051  HISTORY     - 1963     MONUMENTED       CGS
 JD2051  HISTORY     - 20050910 POOR             INDIV
 JD2051
 JD2051                          STATION DESCRIPTION
 JD2051
 JD2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2051'1.6 MI N FROM PITTSVILLE.
 JD2051'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 131 FROM THE
 JD2051'INTERSECTION OF U.S. HIGHWAY 50 AT PITTSVILLE, 56.8 FEET
 JD2051'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AN ACCESS ROAD,
 JD2051'41 FEET EAST OF THE CENTERLINE OF AN ACCESS ROAD, 42 FEET SOUTH
 JD2051'OF THE CENTERLINE OF AN ACCESS ROAD, 15 FEET SOUTHEAST OF A
 JD2051'POWER POLE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 JD2051'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JD2051'POST PROJECTING 0.5 FOOT.
 JD2051
 JD2051                          STATION RECOVERY (2005)
 JD2051
 JD2051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD2051'THE CONCRETE POST IS FAIRLY CHIPPED AND DAMAGED.  THE DISC HAS BEEN
 JD2051'REMOVED.  THE STEM IS STILL IN PLACE IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0709 ***********************************************************************
 JE0709  DESIGNATION -  E 303
 JE0709  PID         -  JE0709
 JE0709  STATE/COUNTY-  MO/HENRY
 JE0709  USGS QUAD   -  CREIGHTON (1953)
 JE0709
 JE0709                         *CURRENT SURVEY CONTROL
 JE0709  ___________________________________________________________________
 JE0709* NAD 83(1986)-  38 28 42.     (N)    094 00 10.     (W)     SCALED    
 JE0709* NAVD 88     -       240.622  (meters)     789.44   (feet)  ADJUSTED  
 JE0709  ___________________________________________________________________
 JE0709  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JE0709  DYNAMIC HT  -         240.457 (meters)     788.90  (feet)  COMP
 JE0709  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 JE0709
 JE0709  VERT ORDER  -  SECOND    CLASS 0
 JE0709
 JE0709.The horizontal coordinates were scaled from a topographic map and have
 JE0709.an estimated accuracy of +/- 6 seconds.
 JE0709
 JE0709.The orthometric height was determined by differential leveling
 JE0709.and adjusted by the National Geodetic Survey in June 1991..
 JE0709
 JE0709.The geoid height was determined by GEOID03.
 JE0709
 JE0709.The dynamic height is computed by dividing the NAVD 88
 JE0709.geopotential number by the normal gravity value computed on the
 JE0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0709.degrees latitude (g = 980.6199 gals.).
 JE0709
 JE0709.The modeled gravity was interpolated from observed gravity values.
 JE0709
 JE0709;                    North         East    Units  Estimated Accuracy
 JE0709;SPC MO W     -   256,660.      893,390.      MT  (+/- 180 meters Scaled)
 JE0709
 JE0709                          SUPERSEDED SURVEY CONTROL
 JE0709
 JE0709  NGVD 29 (??/??/92)  240.495  (m)          789.02   (f) ADJ UNCH    2 0
 JE0709
 JE0709.Superseded values are not recommended for survey control.
 JE0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0709.See file dsdata.txt to determine how the superseded data were derived.
 JE0709
 JE0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC125593(NAD 83)
 JE0709_MARKER: DB = BENCH MARK DISK
 JE0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0709_STAMPING: E 303 1963
 JE0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0709+STABILITY: SURFACE MOTION
 JE0709
 JE0709  HISTORY     - Date     Condition        Report By
 JE0709  HISTORY     - 1963     MONUMENTED       CGS
 JE0709
 JE0709                          STATION DESCRIPTION
 JE0709
 JE0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0709'1 MI N FROM URICH.
 JE0709'ABOUT 1.0 MILE NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JE0709'JUNCTION OF STATE HIGHWAY 7 AT URICH, IN S 27, R 28 W, T 43 N, 33
 JE0709'FEET WEST OF THE CENTERLINE OF THE ROAD, 2.5 FEET EAST OF A
 JE0709'T-JUNCTION OF FENCES, 1.5 FEET NORTH OF A METAL WITNESS POST,
 JE0709'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 JE0709'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2265 ***********************************************************************
 JD2265  DESIGNATION -  E 305
 JD2265  PID         -  JD2265
 JD2265  STATE/COUNTY-  MO/HENRY
 JD2265  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2265
 JD2265                         *CURRENT SURVEY CONTROL
 JD2265  ___________________________________________________________________
 JD2265* NAD 83(1986)-  38 33 48.     (N)    093 52 47.     (W)     SCALED    
 JD2265* NAVD 88     -       272.895  (meters)     895.32   (feet)  ADJUSTED  
 JD2265  ___________________________________________________________________
 JD2265  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JD2265  DYNAMIC HT  -         272.708 (meters)     894.71  (feet)  COMP
 JD2265  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 JD2265
 JD2265  VERT ORDER  -  SECOND    CLASS 0
 JD2265
 JD2265.The horizontal coordinates were scaled from a topographic map and have
 JD2265.an estimated accuracy of +/- 6 seconds.
 JD2265
 JD2265.The orthometric height was determined by differential leveling
 JD2265.and adjusted by the National Geodetic Survey in June 1991..
 JD2265
 JD2265.The geoid height was determined by GEOID03.
 JD2265
 JD2265.The dynamic height is computed by dividing the NAVD 88
 JD2265.geopotential number by the normal gravity value computed on the
 JD2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2265.degrees latitude (g = 980.6199 gals.).
 JD2265
 JD2265.The modeled gravity was interpolated from observed gravity values.
 JD2265
 JD2265;                    North         East    Units  Estimated Accuracy
 JD2265;SPC MO W     -   266,160.      904,060.      MT  (+/- 180 meters Scaled)
 JD2265
 JD2265                          SUPERSEDED SURVEY CONTROL
 JD2265
 JD2265  NGVD 29 (??/??/92)  272.783  (m)          894.96   (f) ADJ UNCH    2 0
 JD2265
 JD2265.Superseded values are not recommended for survey control.
 JD2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2265.See file dsdata.txt to determine how the superseded data were derived.
 JD2265
 JD2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC233686(NAD 83)
 JD2265_MARKER: DB = BENCH MARK DISK
 JD2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2265_STAMPING: E 305 1963
 JD2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2265+STABILITY: SURFACE MOTION
 JD2265
 JD2265  HISTORY     - Date     Condition        Report By
 JD2265  HISTORY     - 1963     MONUMENTED       CGS
 JD2265
 JD2265                          STATION DESCRIPTION
 JD2265
 JD2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2265'5 MI NE FROM BLAIRSTOWN.
 JD2265'ABOUT 0.8 MILE NORTHEAST ALONG A GRAVELED COUNTY ROAD FROM
 JD2265'THE POST OFFICE AT BLAIRSTOWN, THENCE 4.2 MILES EAST ALONG
 JD2265'THE HENRY-JOHNSON COUNTY LINE ROAD WHICH IS GRAVELED, IN S 34,
 JD2265'R 27 W, T 44 N, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JD2265'3.5 FEET NORTHEAST OF A T-JUNCTION OF FENCES, 2.0 FEET NORTH OF
 JD2265'AN EAST-WEST FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 JD2265'2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD2265'CONCRETE POST PROJECTING 0.5 FOOT.  THIS MARK CAN ALSO BE
 JD2265'REACHED BY GOING 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 13
 JD2265'FROM THE POST OAK GENERAL STORE AT POST OAK, THENCE 6.6 MILES
 JD2265'WEST ALONG THE HENRY-JOHNSON COUNTY LINE ROAD WHICH IS GRAVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1639 ***********************************************************************
 JD1639  DESIGNATION -  E 306
 JD1639  PID         -  JD1639
 JD1639  STATE/COUNTY-  MO/HENRY
 JD1639  USGS QUAD   -  CLINTON NORTH (1981)
 JD1639
 JD1639                         *CURRENT SURVEY CONTROL
 JD1639  ___________________________________________________________________
 JD1639* NAD 83(1986)-  38 26 33.     (N)    093 51 46.     (W)     SCALED    
 JD1639* NAVD 88     -       241.858  (meters)     793.50   (feet)  ADJUSTED  
 JD1639  ___________________________________________________________________
 JD1639  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1639  DYNAMIC HT  -         241.692 (meters)     792.95  (feet)  COMP
 JD1639  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 JD1639
 JD1639  VERT ORDER  -  SECOND    CLASS 0
 JD1639
 JD1639.The horizontal coordinates were scaled from a topographic map and have
 JD1639.an estimated accuracy of +/- 6 seconds.
 JD1639
 JD1639.The orthometric height was determined by differential leveling
 JD1639.and adjusted by the National Geodetic Survey in June 1991..
 JD1639
 JD1639.The geoid height was determined by GEOID03.
 JD1639
 JD1639.The dynamic height is computed by dividing the NAVD 88
 JD1639.geopotential number by the normal gravity value computed on the
 JD1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1639.degrees latitude (g = 980.6199 gals.).
 JD1639
 JD1639.The modeled gravity was interpolated from observed gravity values.
 JD1639
 JD1639;                    North         East    Units  Estimated Accuracy
 JD1639;SPC MO W     -   252,760.      905,630.      MT  (+/- 180 meters Scaled)
 JD1639
 JD1639                          SUPERSEDED SURVEY CONTROL
 JD1639
 JD1639  NGVD 29 (??/??/92)  241.741  (m)          793.11   (f) ADJ UNCH    2 0
 JD1639
 JD1639.Superseded values are not recommended for survey control.
 JD1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1639.See file dsdata.txt to determine how the superseded data were derived.
 JD1639
 JD1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC247552(NAD 83)
 JD1639_MARKER: DB = BENCH MARK DISK
 JD1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1639_STAMPING: E 306 1963
 JD1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1639+STABILITY: SURFACE MOTION
 JD1639
 JD1639  HISTORY     - Date     Condition        Report By
 JD1639  HISTORY     - 1963     MONUMENTED       CGS
 JD1639
 JD1639                          STATION DESCRIPTION
 JD1639
 JD1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1639'0.7 MI W FROM GARLAND.
 JD1639'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1639'BAPTIST CHURCH AT GARLAND, THENCE 0.5 MILE WEST ALONG A
 JD1639'GRAVELED COUNTY ROAD, IN S 14, R 27 W, T 42 N, 81 FEET SOUTHWEST
 JD1639'OF THE CENTER OF THE INTERSECTION OF PAVED STATE ROAD 0, 71 FEET
 JD1639'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD LEADING WEST, 240
 JD1639'FEET NORTH OF THE EXTENDED CENTERLINE OF THE GRAVELED ROAD
 JD1639'LEADING EAST, 35 FEET WEST OF THE CENTERLINE OF STATE ROAD 0,
 JD1639'59.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF SCHOOLHOUSE, 4.0
 JD1639'FEET NORTH OF A TELEPHONE POLE, 1.5 FEET EAST OF A METAL WITNESS
 JD1639'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE STATE ROAD, AND SET IN
 JD1639'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2169 ***********************************************************************
 JD2169  DESIGNATION -  E 307
 JD2169  PID         -  JD2169
 JD2169  STATE/COUNTY-  MO/JOHNSON
 JD2169  USGS QUAD   -  WINDSOR (1981)
 JD2169
 JD2169                         *CURRENT SURVEY CONTROL
 JD2169  ___________________________________________________________________
 JD2169* NAD 83(1986)-  38 35 12.     (N)    093 34 53.     (W)     SCALED    
 JD2169* NAVD 88     -       300.520  (meters)     985.96   (feet)  ADJUSTED  
 JD2169  ___________________________________________________________________
 JD2169  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD2169  DYNAMIC HT  -         300.311 (meters)     985.27  (feet)  COMP
 JD2169  MODELED GRAV-     979,925.0   (mgal)                       NAVD 88
 JD2169
 JD2169  VERT ORDER  -  SECOND    CLASS 0
 JD2169
 JD2169.The horizontal coordinates were scaled from a topographic map and have
 JD2169.an estimated accuracy of +/- 6 seconds.
 JD2169
 JD2169.The orthometric height was determined by differential leveling
 JD2169.and adjusted by the National Geodetic Survey in June 1991..
 JD2169
 JD2169.The geoid height was determined by GEOID03.
 JD2169
 JD2169.The dynamic height is computed by dividing the NAVD 88
 JD2169.geopotential number by the normal gravity value computed on the
 JD2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2169.degrees latitude (g = 980.6199 gals.).
 JD2169
 JD2169.The modeled gravity was interpolated from observed gravity values.
 JD2169
 JD2169;                    North         East    Units  Estimated Accuracy
 JD2169;SPC MO W     -   268,970.      930,030.      MT  (+/- 180 meters Scaled)
 JD2169
 JD2169                          SUPERSEDED SURVEY CONTROL
 JD2169
 JD2169  NGVD 29 (??/??/92)  300.409  (m)          985.59   (f) ADJ UNCH    2 0
 JD2169
 JD2169.Superseded values are not recommended for survey control.
 JD2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2169.See file dsdata.txt to determine how the superseded data were derived.
 JD2169
 JD2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC493710(NAD 83)
 JD2169_MARKER: DB = BENCH MARK DISK
 JD2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2169_STAMPING: E 307 1963
 JD2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2169+STABILITY: SURFACE MOTION
 JD2169
 JD2169  HISTORY     - Date     Condition        Report By
 JD2169  HISTORY     - 1963     MONUMENTED       CGS
 JD2169  HISTORY     - 1981     GOOD             NGS
 JD2169
 JD2169                          STATION DESCRIPTION
 JD2169
 JD2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2169'0.8 MI NE FROM SUTHERLAND.
 JD2169'ABOUT 0.2 MILE NORTH ALONG PAVED STATE ROAD D FROM THE COMMUNITY
 JD2169'HALL AT SUTHERLAND, THENCE 0.6 MILE EAST ALONG A GRAVELED
 JD2169'COUNTY ROAD, IN S 21, R 24 W, T 44 N, AT THE CREST OF A SMALL
 JD2169'HILL, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET
 JD2169'NORTHEAST OF THE EAST END OF A METAL GATE, 2 FEET NORTH OF A
 JD2169'FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JD2169'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD2169'POST PROJECTING 0.5 FOOT.
 JD2169
 JD2169                          STATION RECOVERY (1981)
 JD2169
 JD2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JD2169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1122 ***********************************************************************
 JD1122  DESIGNATION -  E 308
 JD1122  PID         -  JD1122
 JD1122  STATE/COUNTY-  MO/PETTIS
 JD1122  USGS QUAD   -  SEDALIA WEST (1973)
 JD1122
 JD1122                         *CURRENT SURVEY CONTROL
 JD1122  ___________________________________________________________________
 JD1122* NAD 83(1986)-  38 42 09.     (N)    093 20 52.     (W)     SCALED    
 JD1122* NAVD 88     -       263.646  (meters)     864.98   (feet)  ADJUSTED  
 JD1122  ___________________________________________________________________
 JD1122  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1122  DYNAMIC HT  -         263.466 (meters)     864.39  (feet)  COMP
 JD1122  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 JD1122
 JD1122  VERT ORDER  -  SECOND    CLASS 0
 JD1122
 JD1122.The horizontal coordinates were scaled from a topographic map and have
 JD1122.an estimated accuracy of +/- 6 seconds.
 JD1122
 JD1122.The orthometric height was determined by differential leveling
 JD1122.and adjusted by the National Geodetic Survey in June 1991..
 JD1122
 JD1122.The geoid height was determined by GEOID03.
 JD1122
 JD1122.The dynamic height is computed by dividing the NAVD 88
 JD1122.geopotential number by the normal gravity value computed on the
 JD1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1122.degrees latitude (g = 980.6199 gals.).
 JD1122
 JD1122.The modeled gravity was interpolated from observed gravity values.
 JD1122
 JD1122;                    North         East    Units  Estimated Accuracy
 JD1122;SPC MO C     -   318,750.      426,260.      MT  (+/- 180 meters Scaled)
 JD1122
 JD1122                          SUPERSEDED SURVEY CONTROL
 JD1122
 JD1122  NGVD 29 (??/??/92)  263.550  (m)          864.66   (f) ADJ UNCH    2 0
 JD1122
 JD1122.Superseded values are not recommended for survey control.
 JD1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1122.See file dsdata.txt to determine how the superseded data were derived.
 JD1122
 JD1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC697838(NAD 83)
 JD1122_MARKER: DB = BENCH MARK DISK
 JD1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1122_STAMPING: E 308 1963
 JD1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1122+STABILITY: SURFACE MOTION
 JD1122
 JD1122  HISTORY     - Date     Condition        Report By
 JD1122  HISTORY     - 1963     MONUMENTED       CGS
 JD1122
 JD1122                          STATION DESCRIPTION
 JD1122
 JD1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1122'3.9 MI SW FROM DRESDEN.
 JD1122'ABOUT 3.9 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE BAPTIST
 JD1122'CHURCH AT DRESDEN, OR 4.6 MILES NORTH OF THE CROSSING OF THE
 JD1122'MISSOURI KANSAS TEXAS RAILROAD AT CAMP BRANCH, IN S 4, R 22 W,
 JD1122'T 45 N, 60 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 JD1122'STATE ROAD Y, 38 FEET NORTH OF THE CENTERLINE OF THE ROAD
 JD1122'LEADING EAST, 43.5 FEET EAST OF THE CENTERLINE OF THE ROAD
 JD1122'LEADING NORTH, 16.5 FEET EAST OF A FENCE CORNER, 2.0 FEET SOUTH
 JD1122'OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 JD1122'ABOVE THE LEVEL OF THE ROAD LEADING EAST, AND SET IN THE TOP
 JD1122'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2226 ***********************************************************************
 JD2226  DESIGNATION -  E 309
 JD2226  PID         -  JD2226
 JD2226  STATE/COUNTY-  MO/JOHNSON
 JD2226  USGS QUAD   -  BURTVILLE (1955)
 JD2226
 JD2226                         *CURRENT SURVEY CONTROL
 JD2226  ___________________________________________________________________
 JD2226* NAD 83(1986)-  38 38 44.     (N)    093 33 53.     (W)     SCALED    
 JD2226* NAVD 88     -       268.023  (meters)     879.34   (feet)  ADJUSTED  
 JD2226  ___________________________________________________________________
 JD2226  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2226  DYNAMIC HT  -         267.837 (meters)     878.73  (feet)  COMP
 JD2226  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 JD2226
 JD2226  VERT ORDER  -  SECOND    CLASS 0
 JD2226
 JD2226.The horizontal coordinates were scaled from a topographic map and have
 JD2226.an estimated accuracy of +/- 6 seconds.
 JD2226
 JD2226.The orthometric height was determined by differential leveling
 JD2226.and adjusted by the National Geodetic Survey in June 1991..
 JD2226
 JD2226.The geoid height was determined by GEOID03.
 JD2226
 JD2226.The dynamic height is computed by dividing the NAVD 88
 JD2226.geopotential number by the normal gravity value computed on the
 JD2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2226.degrees latitude (g = 980.6199 gals.).
 JD2226
 JD2226.The modeled gravity was interpolated from observed gravity values.
 JD2226
 JD2226;                    North         East    Units  Estimated Accuracy
 JD2226;SPC MO W     -   275,520.      931,420.      MT  (+/- 180 meters Scaled)
 JD2226
 JD2226                          SUPERSEDED SURVEY CONTROL
 JD2226
 JD2226  NGVD 29 (??/??/92)  267.921  (m)          879.00   (f) ADJ UNCH    2 0
 JD2226
 JD2226.Superseded values are not recommended for survey control.
 JD2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2226.See file dsdata.txt to determine how the superseded data were derived.
 JD2226
 JD2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC508775(NAD 83)
 JD2226_MARKER: DB = BENCH MARK DISK
 JD2226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2226_SP_SET: CULVERT
 JD2226_STAMPING: E 309 1963
 JD2226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2226
 JD2226  HISTORY     - Date     Condition        Report By
 JD2226  HISTORY     - 1963     MONUMENTED       CGS
 JD2226
 JD2226                          STATION DESCRIPTION
 JD2226
 JD2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2226'9.4 MI N FROM WINDSOR.
 JD2226'ABOUT 8.5 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION
 JD2226'OF STATE HIGHWAY 2 AT WINDSOR, THENCE 0.9 MILE NORTH ALONG STATE
 JD2226'ROAD D, IN S 33, R 24 W, T 45 N, ABOUT 0.2 MILE SOUTH OF THE
 JD2226'JUNCTION OF A GRAVELED ROAD LEADING EAST, SET IN THE TOP OF
 JD2226'THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A 6-FOOT CONCRETE
 JD2226'CULVERT, 14 FEET WEST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT
 JD2226'NORTH OF THE SOUTH END OF THE HEADWALL, AND ABOUT LEVEL WITH
 JD2226'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0415 ***********************************************************************
 HD0415  DESIGNATION -  E 31
 HD0415  PID         -  HD0415
 HD0415  STATE/COUNTY-  MO/LACLEDE
 HD0415  USGS QUAD   -  STOUTLAND (1978)
 HD0415
 HD0415                         *CURRENT SURVEY CONTROL
 HD0415  ___________________________________________________________________
 HD0415* NAD 83(1986)-  37 47 52.     (N)    092 33 03.     (W)     SCALED    
 HD0415* NAVD 88     -       361.898  (meters)    1187.33   (feet)  ADJUSTED  
 HD0415  ___________________________________________________________________
 HD0415  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HD0415  DYNAMIC HT  -         361.621 (meters)    1186.42  (feet)  COMP
 HD0415  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 HD0415
 HD0415  VERT ORDER  -  SECOND    CLASS 0
 HD0415
 HD0415.The horizontal coordinates were scaled from a topographic map and have
 HD0415.an estimated accuracy of +/- 6 seconds.
 HD0415
 HD0415.The orthometric height was determined by differential leveling
 HD0415.and adjusted by the National Geodetic Survey in June 1991..
 HD0415
 HD0415.The geoid height was determined by GEOID03.
 HD0415
 HD0415.The dynamic height is computed by dividing the NAVD 88
 HD0415.geopotential number by the normal gravity value computed on the
 HD0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0415.degrees latitude (g = 980.6199 gals.).
 HD0415
 HD0415.The modeled gravity was interpolated from observed gravity values.
 HD0415
 HD0415;                    North         East    Units  Estimated Accuracy
 HD0415;SPC MO C     -   217,990.      495,520.      MT  (+/- 180 meters Scaled)
 HD0415
 HD0415                          SUPERSEDED SURVEY CONTROL
 HD0415
 HD0415  NGVD 29 (??/??/92)  361.786  (m)         1186.96   (f) ADJ UNCH    2 0
 HD0415
 HD0415.Superseded values are not recommended for survey control.
 HD0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0415.See file dsdata.txt to determine how the superseded data were derived.
 HD0415
 HD0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB395834(NAD 83)
 HD0415_MARKER: DB = BENCH MARK DISK
 HD0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0415_STAMPING: E 31 1934
 HD0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0415+STABILITY: SURFACE MOTION
 HD0415
 HD0415  HISTORY     - Date     Condition        Report By
 HD0415  HISTORY     - 1934     MONUMENTED       CGS
 HD0415  HISTORY     - 1938     GOOD             NGS
 HD0415
 HD0415                          STATION DESCRIPTION
 HD0415
 HD0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0415'4 MI NE FROM SLEEPER.
 HD0415'4.0 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0415'FROM SLEEPER, 6 POLES SOUTHWEST OF MILEPOST 170, 75 YARDS
 HD0415'SOUTHWEST OF THE ELLIS GASS FARMHOUSE, 30 YARDS NORTH OF THE
 HD0415'CENTERLINE OF THE ROAD LEADING TO THE FARM HOUSE, AND 45.5 FEET
 HD0415'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HD0415'E 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2161 ***********************************************************************
 JD2161  DESIGNATION -  E 310
 JD2161  PID         -  JD2161
 JD2161  STATE/COUNTY-  MO/JOHNSON
 JD2161  USGS QUAD   -  BURTVILLE (1955)
 JD2161
 JD2161                         *CURRENT SURVEY CONTROL
 JD2161  ___________________________________________________________________
 JD2161* NAD 83(1986)-  38 41 01.     (N)    093 37 27.     (W)     SCALED    
 JD2161* NAVD 88     -       235.674  (meters)     773.21   (feet)  ADJUSTED  
 JD2161  ___________________________________________________________________
 JD2161  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2161  DYNAMIC HT  -         235.512 (meters)     772.68  (feet)  COMP
 JD2161  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 JD2161
 JD2161  VERT ORDER  -  SECOND    CLASS 0
 JD2161
 JD2161.The horizontal coordinates were scaled from a topographic map and have
 JD2161.an estimated accuracy of +/- 6 seconds.
 JD2161
 JD2161.The orthometric height was determined by differential leveling
 JD2161.and adjusted by the National Geodetic Survey in June 1991..
 JD2161
 JD2161.The geoid height was determined by GEOID03.
 JD2161
 JD2161.The dynamic height is computed by dividing the NAVD 88
 JD2161.geopotential number by the normal gravity value computed on the
 JD2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2161.degrees latitude (g = 980.6199 gals.).
 JD2161
 JD2161.The modeled gravity was interpolated from observed gravity values.
 JD2161
 JD2161;                    North         East    Units  Estimated Accuracy
 JD2161;SPC MO W     -   279,690.      926,200.      MT  (+/- 180 meters Scaled)
 JD2161
 JD2161                          SUPERSEDED SURVEY CONTROL
 JD2161
 JD2161  NGVD 29 (??/??/92)  235.573  (m)          772.88   (f) ADJ UNCH    2 0
 JD2161
 JD2161.Superseded values are not recommended for survey control.
 JD2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2161.See file dsdata.txt to determine how the superseded data were derived.
 JD2161
 JD2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC457818(NAD 83)
 JD2161_MARKER: DB = BENCH MARK DISK
 JD2161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD2161_SP_SET: ABUTMENT
 JD2161_STAMPING: E 310 1963
 JD2161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2161
 JD2161  HISTORY     - Date     Condition        Report By
 JD2161  HISTORY     - 1963     MONUMENTED       CGS
 JD2161
 JD2161                          STATION DESCRIPTION
 JD2161
 JD2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2161'12.2 MI SW FROM KNOB NOSTER.
 JD2161'ABOUT 8.6 MILES SOUTH ALONG STATE ROAD D FROM THE POST OFFICE
 JD2161'AT KNOB NOSTER, THENCE 3.6 MILES WEST ALONG STATE ROAD Y, IN
 JD2161'S 24, R 25 W, T 45 N, SET IN THE TOP OF THE SOUTH END OF THE
 JD2161'WEST CONCRETE ABUTMENT OF A 180-FOOT CONCRETE BRIDGE OVER
 JD2161'MINERALS CREEK, 14 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 JD2161'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0200 ***********************************************************************
 JC0200  DESIGNATION -  E 311
 JC0200  PID         -  JC0200
 JC0200  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0200  USGS QUAD   -  GRANITE CITY (1998)
 JC0200
 JC0200                         *CURRENT SURVEY CONTROL
 JC0200  ___________________________________________________________________
 JC0200* NAD 83(1986)-  38 37 33.     (N)    090 13 44.     (W)     SCALED    
 JC0200* NAVD 88     -       140.730  (meters)     461.71   (feet)  ADJUSTED  
 JC0200  ___________________________________________________________________
 JC0200  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JC0200  DYNAMIC HT  -         140.640 (meters)     461.42  (feet)  COMP
 JC0200  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 JC0200
 JC0200  VERT ORDER  -  FIRST     CLASS I
 JC0200
 JC0200.The horizontal coordinates were scaled from a topographic map and have
 JC0200.an estimated accuracy of +/- 6 seconds.
 JC0200
 JC0200.The orthometric height was determined by differential leveling
 JC0200.and adjusted by the National Geodetic Survey in June 1991..
 JC0200
 JC0200.The geoid height was determined by GEOID03.
 JC0200
 JC0200.The dynamic height is computed by dividing the NAVD 88
 JC0200.geopotential number by the normal gravity value computed on the
 JC0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0200.degrees latitude (g = 980.6199 gals.).
 JC0200
 JC0200.The modeled gravity was interpolated from observed gravity values.
 JC0200
 JC0200;                    North         East    Units  Estimated Accuracy
 JC0200;SPC MO E     -   309,930.      273,610.      MT  (+/- 180 meters Scaled)
 JC0200
 JC0200                          SUPERSEDED SURVEY CONTROL
 JC0200
 JC0200  NGVD 29 (??/??/92)  140.839  (m)          462.07   (f) ADJ UNCH    1 1
 JC0200
 JC0200.Superseded values are not recommended for survey control.
 JC0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0200.See file dsdata.txt to determine how the superseded data were derived.
 JC0200
 JC0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC412788(NAD 83)
 JC0200_MARKER: DB = BENCH MARK DISK
 JC0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0200_SP_SET: STEEL POWER CONCRETE BASE
 JC0200_STAMPING: E 311 1969
 JC0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0200
 JC0200  HISTORY     - Date     Condition        Report By
 JC0200  HISTORY     - 1969     MONUMENTED       CGS
 JC0200  HISTORY     - 19910324 MARK NOT FOUND   USPSQD
 JC0200
 JC0200                          STATION DESCRIPTION
 JC0200
 JC0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0200'AT ST LOUIS.
 JC0200'AT ST LOUIS, ABOUT 1.1 MILES WEST ALONG THE MISSOURI PACIFIC
 JC0200'RAILROAD FROM THE 18 TH STREET OVERPASS OVER THE YARDS, ALONG
 JC0200'THE WEST SIDE OF THE COMPTON AVENUE OVERPASS OVER THE YARDS,
 JC0200'SET IN THE TOP OF THE CONCRETE BASE SUPPORTING THE NORTHEAST
 JC0200'LEG OF A LARGE STEEL POWER LINE TOWER, 69 FEET SOUTH OF THE
 JC0200'SOUTH RAIL OF THE SOUTH ONE OF SEVERAL TRACKS, 15 FEET WEST OF THE
 JC0200'WEST EDGE OF THE OVERPASS, 3 FEET ABOVE THE CONCRETE FLOOR UNDER
 JC0200'THE TOWER AND 3 FEET ABOVE THE LEVEL OF THE TRACK.
 JC0200
 JC0200                          STATION RECOVERY (1991)
 JC0200
 JC0200'RECOVERY NOTE BY US POWER SQUADRON 1991 (DWS)
 JC0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0490 ***********************************************************************
 JC0490  DESIGNATION -  E 312
 JC0490  PID         -  JC0490
 JC0490  STATE/COUNTY-  MO/ST LOUIS
 JC0490  USGS QUAD   -  MANCHESTER (1993)
 JC0490
 JC0490                         *CURRENT SURVEY CONTROL
 JC0490  ___________________________________________________________________
 JC0490* NAD 83(1986)-  38 31 23.     (N)    090 36 43.     (W)     SCALED    
 JC0490* NAVD 88     -       141.085  (meters)     462.88   (feet)  ADJUSTED  
 JC0490  ___________________________________________________________________
 JC0490  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JC0490  DYNAMIC HT  -         140.994 (meters)     462.58  (feet)  COMP
 JC0490  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 JC0490
 JC0490  VERT ORDER  -  FIRST     CLASS I
 JC0490
 JC0490.The horizontal coordinates were scaled from a topographic map and have
 JC0490.an estimated accuracy of +/- 6 seconds.
 JC0490
 JC0490.The orthometric height was determined by differential leveling
 JC0490.and adjusted by the National Geodetic Survey in June 1991..
 JC0490
 JC0490.The geoid height was determined by GEOID03.
 JC0490
 JC0490.The dynamic height is computed by dividing the NAVD 88
 JC0490.geopotential number by the normal gravity value computed on the
 JC0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0490.degrees latitude (g = 980.6199 gals.).
 JC0490
 JC0490.The modeled gravity was interpolated from observed gravity values.
 JC0490
 JC0490;                    North         East    Units  Estimated Accuracy
 JC0490;SPC MO E     -   298,490.      240,240.      MT  (+/- 180 meters Scaled)
 JC0490
 JC0490                          SUPERSEDED SURVEY CONTROL
 JC0490
 JC0490  NGVD 29 (??/??/92)  141.171  (m)          463.16   (f) ADJ UNCH    1 1
 JC0490
 JC0490.Superseded values are not recommended for survey control.
 JC0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0490.See file dsdata.txt to determine how the superseded data were derived.
 JC0490
 JC0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC081665(NAD 83)
 JC0490_MARKER: DB = BENCH MARK DISK
 JC0490_SETTING: 66 = SET IN ROCK OUTCROP
 JC0490_SP_SET: ROCK LEDGE
 JC0490_STAMPING: E 312 1969
 JC0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0490+STABILITY: POSITION/ELEVATION WELL
 JC0490
 JC0490  HISTORY     - Date     Condition        Report By
 JC0490  HISTORY     - 1969     MONUMENTED       CGS
 JC0490  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JC0490  HISTORY     - 19940511 MARK NOT FOUND   USPSQD
 JC0490  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 JC0490  HISTORY     - 19990401 MARK NOT FOUND   USPSQD
 JC0490
 JC0490                          STATION DESCRIPTION
 JC0490
 JC0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0490'1.9 MI NE FROM EUREKA.
 JC0490'ABOUT 1.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0490'THE CROSSING OF MAIN STREET AT EUREKA, NEAR MILEPOLE 26-1, 75
 JC0490'FEET SOUTH OF THE SOUTH END OF THE EAST PIER UNDER THE ALLEN ROAD
 JC0490'OVERPASS OVER THE TRACK, SET IN THE TOP OF A ROCK LEDGE WHICH
 JC0490'IS 35 FEET LONG AND 2 FEET HIGH AND NEAR THE NORTH END OF A ROCK
 JC0490'CUT, 15 FEET EAST OF THE EAST RAIL OF THE EASTBOUND TRACK, 1.2
 JC0490'FEET EAST OF THE WEST EDGE OF THE LEDGE, 1/2 FOOT UNDERGROUND,
 JC0490'12 FEET SOUTH OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE
 JC0490'TRACK.  SECTION 30, T44N, R4E.
 JC0490
 JC0490                          STATION RECOVERY (1985)
 JC0490
 JC0490'RECOVERY NOTE BY US POWER SQUADRON 1985
 JC0490'MARK NOT FOUND.
 JC0490
 JC0490                          STATION RECOVERY (1994)
 JC0490
 JC0490'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0490'MARK NOT FOUND.
 JC0490
 JC0490                          STATION RECOVERY (1995)
 JC0490
 JC0490'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0490'MARK NOT FOUND.
 JC0490
 JC0490                          STATION RECOVERY (1999)
 JC0490
 JC0490'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0075 ***********************************************************************
 HD0075  DESIGNATION -  E 32
 HD0075  PID         -  HD0075
 HD0075  STATE/COUNTY-  MO/PULASKI
 HD0075  USGS QUAD   -  DIXON (1982)
 HD0075
 HD0075                         *CURRENT SURVEY CONTROL
 HD0075  ___________________________________________________________________
 HD0075* NAD 83(1986)-  37 56 26.     (N)    092 01 22.     (W)     SCALED    
 HD0075* NAVD 88     -       261.767  (meters)     858.81   (feet)  ADJUSTED  
 HD0075  ___________________________________________________________________
 HD0075  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HD0075  DYNAMIC HT  -         261.575 (meters)     858.18  (feet)  COMP
 HD0075  MODELED GRAV-     979,892.8   (mgal)                       NAVD 88
 HD0075
 HD0075  VERT ORDER  -  SECOND    CLASS 0
 HD0075
 HD0075.The horizontal coordinates were scaled from a topographic map and have
 HD0075.an estimated accuracy of +/- 6 seconds.
 HD0075
 HD0075.The orthometric height was determined by differential leveling
 HD0075.and adjusted by the National Geodetic Survey in June 1991..
 HD0075
 HD0075.The geoid height was determined by GEOID03.
 HD0075
 HD0075.The dynamic height is computed by dividing the NAVD 88
 HD0075.geopotential number by the normal gravity value computed on the
 HD0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0075.degrees latitude (g = 980.6199 gals.).
 HD0075
 HD0075.The modeled gravity was interpolated from observed gravity values.
 HD0075
 HD0075;                    North         East    Units  Estimated Accuracy
 HD0075;SPC MO C     -   233,940.      541,950.      MT  (+/- 180 meters Scaled)
 HD0075
 HD0075                          SUPERSEDED SURVEY CONTROL
 HD0075
 HD0075  NGVD 29 (??/??/92)  261.704  (m)          858.61   (f) ADJ UNCH    2 0
 HD0075
 HD0075.Superseded values are not recommended for survey control.
 HD0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0075.See file dsdata.txt to determine how the superseded data were derived.
 HD0075
 HD0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB858996(NAD 83)
 HD0075_MARKER: DB = BENCH MARK DISK
 HD0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0075_SP_SET: CULVERT
 HD0075_STAMPING: E 32 1934
 HD0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0075
 HD0075  HISTORY     - Date     Condition        Report By
 HD0075  HISTORY     - 1934     MONUMENTED       CGS
 HD0075  HISTORY     - 1938     GOOD             NGS
 HD0075  HISTORY     - 1974     MARK NOT FOUND   USGS
 HD0075  HISTORY     - 1974     MARK NOT FOUND   USGS
 HD0075
 HD0075                          STATION DESCRIPTION
 HD0075
 HD0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0075'1.4 MI E FROM FRANKS.
 HD0075'1.4 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0075'FRANKS, PULASKI COUNTY, 25 YARDS WEST OF THE FIFTEENTH POLE
 HD0075'SOUTHWEST OF MILEPOST 127, AT A 30-FOOT ARCH CONCRETE CULVERT, IN
 HD0075'THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL, 1 FOOT
 HD0075'SOUTH OF THE NORTH EDGE, 0.2 FOOT WEST OF THE EAST EDGE, 12 FEET
 HD0075'NORTH OF THE CENTERLINE OF THE TRACK AND 1 FOOT LOWER TAHN THE
 HD0075'TRACK.  A STANDARD DISK STAMPED E 32 1934.
 HD0075
 HD0075                          STATION RECOVERY (1974)
 HD0075
 HD0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HD0075'MARK NOT FOUND.
 HD0075
 HD0075                          STATION RECOVERY (1974)
 HD0075
 HD0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HD0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1181 ***********************************************************************
 JC1181  DESIGNATION -  E 323
 JC1181  PID         -  JC1181
 JC1181  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1181  USGS QUAD   -  GRANITE CITY (1998)
 JC1181
 JC1181                         *CURRENT SURVEY CONTROL
 JC1181  ___________________________________________________________________
 JC1181* NAD 83(1986)-  38 43 48.     (N)    090 13 18.     (W)     SCALED    
 JC1181* NAVD 88     -       134.907  (meters)     442.61   (feet)  ADJUSTED  
 JC1181  ___________________________________________________________________
 JC1181  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JC1181  DYNAMIC HT  -         134.821 (meters)     442.33  (feet)  COMP
 JC1181  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 JC1181
 JC1181  VERT ORDER  -  FIRST     CLASS II
 JC1181
 JC1181.The horizontal coordinates were scaled from a topographic map and have
 JC1181.an estimated accuracy of +/- 6 seconds.
 JC1181
 JC1181.The orthometric height was determined by differential leveling
 JC1181.and adjusted by the National Geodetic Survey in June 1991..
 JC1181
 JC1181.The geoid height was determined by GEOID03.
 JC1181
 JC1181.The dynamic height is computed by dividing the NAVD 88
 JC1181.geopotential number by the normal gravity value computed on the
 JC1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1181.degrees latitude (g = 980.6199 gals.).
 JC1181
 JC1181.The modeled gravity was interpolated from observed gravity values.
 JC1181
 JC1181;                    North         East    Units  Estimated Accuracy
 JC1181;SPC MO E     -   321,500.      274,200.      MT  (+/- 180 meters Scaled)
 JC1181
 JC1181                          SUPERSEDED SURVEY CONTROL
 JC1181
 JC1181  NGVD 29 (??/??/??)  134.873  (m)          442.50   (f) ADJUSTED    1 2
 JC1181
 JC1181.Superseded values are not recommended for survey control.
 JC1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1181.See file dsdata.txt to determine how the superseded data were derived.
 JC1181
 JC1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC415904(NAD 83)
 JC1181_MARKER: I = METAL ROD
 JC1181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1181_SP_SET: STAINLESS STEEL ROD
 JC1181_STAMPING: E 323 1981
 JC1181_MARK LOGO: NGS   
 JC1181_PROJECTION: FLUSH
 JC1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1181_ROD/PIPE-DEPTH: 5.5  meters
 JC1181
 JC1181  HISTORY     - Date     Condition        Report By
 JC1181  HISTORY     - 1981     MONUMENTED       NGS
 JC1181  HISTORY     - 19910326 MARK NOT FOUND   USPSQD
 JC1181
 JC1181                          STATION DESCRIPTION
 JC1181
 JC1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1181'IN ST LOUIS.
 JC1181'IN ST LOUIS AT THE NORTH END OF THE WEST LEVEL OF MALINE CREEK IN THE
 JC1181'NORTHEAST SECTION OF ST LOUIS, 0.2 KILOMETERS (0.1 MILES) NORTH ALONG
 JC1181'THE WEST LEVEE FROM THE JUNCTIONS OF RIVERVIEW DRIVE AND CHAIN OF
 JC1181'ROCKS DRIVE, 4.27 METERS (14.0 FEET) NORTH OF A GRAVEL ROAD CROSSING
 JC1181'LEVEE EAST TO WEST, AND 37.18 METERS (122.0 FEET) NORTH OF THE NORTH
 JC1181'OF THE NORTH EXPOSED END OF A CONCRETE HEADWALL.
 JC1181'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 JC1181'THE MARK IS ABOVE LEVEL WITH LEVEE.
 JC1181
 JC1181                          STATION RECOVERY (1991)
 JC1181
 JC1181'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNC)
 JC1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1381 ***********************************************************************
 HB1381  DESIGNATION -  E 324
 HB1381  PID         -  HB1381
 HB1381  STATE/COUNTY-  MO/PERRY
 HB1381  USGS QUAD   -  ROCKWOOD (1994)
 HB1381
 HB1381                         *CURRENT SURVEY CONTROL
 HB1381  ___________________________________________________________________
 HB1381* NAD 83(1986)-  37 45 36.     (N)    089 40 45.     (W)     SCALED    
 HB1381* NAVD 88     -       116.547  (meters)     382.37   (feet)  ADJUSTED  
 HB1381  ___________________________________________________________________
 HB1381  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB1381  DYNAMIC HT  -         116.466 (meters)     382.11  (feet)  COMP
 HB1381  MODELED GRAV-     979,930.3   (mgal)                       NAVD 88
 HB1381
 HB1381  VERT ORDER  -  FIRST     CLASS II
 HB1381
 HB1381.The horizontal coordinates were scaled from a topographic map and have
 HB1381.an estimated accuracy of +/- 6 seconds.
 HB1381
 HB1381.The orthometric height was determined by differential leveling
 HB1381.and adjusted by the National Geodetic Survey in June 1991..
 HB1381
 HB1381.The geoid height was determined by GEOID03.
 HB1381
 HB1381.The dynamic height is computed by dividing the NAVD 88
 HB1381.geopotential number by the normal gravity value computed on the
 HB1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1381.degrees latitude (g = 980.6199 gals.).
 HB1381
 HB1381.The modeled gravity was interpolated from observed gravity values.
 HB1381
 HB1381;                    North         East    Units  Estimated Accuracy
 HB1381;SPC MO E     -   214,110.      322,330.      MT  (+/- 180 meters Scaled)
 HB1381
 HB1381                          SUPERSEDED SURVEY CONTROL
 HB1381
 HB1381  NGVD 29 (??/??/??)  116.470  (m)          382.12   (f) ADJUSTED    1 2
 HB1381
 HB1381.Superseded values are not recommended for survey control.
 HB1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1381.See file dsdata.txt to determine how the superseded data were derived.
 HB1381
 HB1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG639825(NAD 83)
 HB1381_MARKER: I = METAL ROD
 HB1381_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1381_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1381_STAMPING: E 324 1981
 HB1381_MARK LOGO: NGS   
 HB1381_PROJECTION: FLUSH
 HB1381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1381+STABILITY: POSITION/ELEVATION WELL
 HB1381_ROD/PIPE-DEPTH: 21.9 meters
 HB1381_SLEEVE-DEPTH  : 6.10 meters
 HB1381
 HB1381  HISTORY     - Date     Condition        Report By
 HB1381  HISTORY     - 1981     MONUMENTED       NGS
 HB1381
 HB1381                          STATION DESCRIPTION
 HB1381
 HB1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1381'4.75 KM (2.95 MI) SE FROM MENFRO.
 HB1381'4.3 KILOMETERS (2.7 MILES) SOUTHEAST ALONG THE TOP OF THE SECONDARY
 HB1381'LEVEE FROM THE INTERSECTION OF COUNTY ROAD C IN MENFRO TO A BEND IN
 HB1381'THE LEVEE, THENCE 0.4 KILOMETER (0.25 MILE) NORTH ALONG THE TOP OF THE
 HB1381'MAIN LEVEE TO THE MARK ON THE LEFT, 3.50 METERS (11.5 FEET) WEST OF
 HB1381'THE CENTER OF THE LEVEE ROAD AND 0.46 METER (1.5 FEET) NORTH OF A
 HB1381'METAL WITNESS POST.
 HB1381'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1381'THE MARK IS 0.15 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1291 ***********************************************************************
 HB1291  DESIGNATION -  E 325
 HB1291  PID         -  HB1291
 HB1291  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1291  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1291
 HB1291                         *CURRENT SURVEY CONTROL
 HB1291  ___________________________________________________________________
 HB1291* NAD 83(1986)-  37 17 04.     (N)    089 31 56.     (W)     SCALED    
 HB1291* NAVD 88     -       113.395  (meters)     372.03   (feet)  ADJUSTED  
 HB1291  ___________________________________________________________________
 HB1291  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB1291  DYNAMIC HT  -         113.313 (meters)     371.76  (feet)  COMP
 HB1291  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 HB1291
 HB1291  VERT ORDER  -  FIRST     CLASS II
 HB1291
 HB1291.The horizontal coordinates were scaled from a topographic map and have
 HB1291.an estimated accuracy of +/- 6 seconds.
 HB1291
 HB1291.The orthometric height was determined by differential leveling
 HB1291.and adjusted by the National Geodetic Survey in June 1991..
 HB1291
 HB1291.The geoid height was determined by GEOID03.
 HB1291
 HB1291.The dynamic height is computed by dividing the NAVD 88
 HB1291.geopotential number by the normal gravity value computed on the
 HB1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1291.degrees latitude (g = 980.6199 gals.).
 HB1291
 HB1291.The modeled gravity was interpolated from observed gravity values.
 HB1291
 HB1291;                    North         East    Units  Estimated Accuracy
 HB1291;SPC MO E     -   161,460.      335,820.      MT  (+/- 180 meters Scaled)
 HB1291
 HB1291                          SUPERSEDED SURVEY CONTROL
 HB1291
 HB1291  NGVD 29 (??/??/??)  113.289  (m)          371.68   (f) ADJUSTED    1 2
 HB1291
 HB1291.Superseded values are not recommended for survey control.
 HB1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1291.See file dsdata.txt to determine how the superseded data were derived.
 HB1291
 HB1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG755294(NAD 83)
 HB1291_MARKER: I = METAL ROD
 HB1291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1291_SP_SET: STAINLESS STEEL ROD
 HB1291_STAMPING: E 325 1981
 HB1291_MARK LOGO: NGS   
 HB1291_PROJECTION: FLUSH
 HB1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1291_ROD/PIPE-DEPTH: 9.8  meters
 HB1291
 HB1291  HISTORY     - Date     Condition        Report By
 HB1291  HISTORY     - 1981     MONUMENTED       NGS
 HB1291  HISTORY     - 20020822 MARK NOT FOUND   USACE
 HB1291
 HB1291                          STATION DESCRIPTION
 HB1291
 HB1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1291'IN CAPE GIRARDEAU.
 HB1291'IN CAPE GIRARDEAU, 1.7 KILOMETERS (1.05 MILES) SOUTHWEST ALONG STATE
 HB1291'HIGHWAY 74 FROM THE INTERSECTION OF STATE HIGHWAY 34 TO THE MARK ON
 HB1291'THE RIGHT, 32.31 METERS (106.0 FEET) NORTH OF THE CENTER LINE OF THE
 HB1291'HIGHWAY, 0.37 METER (1.2 FEET) WEST OF AN ABANDONED POWER POLE.
 HB1291'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1291'THE MARK IS 1.52 M ABOVE HIGHWAY.
 HB1291
 HB1291                          STATION RECOVERY (2002)
 HB1291
 HB1291'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0976 ***********************************************************************
 KD0976  DESIGNATION -  E 326
 KD0976  PID         -  KD0976
 KD0976  STATE/COUNTY-  MO/SALINE
 KD0976  USGS QUAD   -  MARSHALL NORTH (1978)
 KD0976
 KD0976                         *CURRENT SURVEY CONTROL
 KD0976  ___________________________________________________________________
 KD0976* NAD 83(1986)-  39 07 50.     (N)    093 09 46.     (W)     SCALED    
 KD0976* NAVD 88     -       196.958  (meters)     646.19   (feet)  ADJUSTED  
 KD0976  ___________________________________________________________________
 KD0976  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0976  DYNAMIC HT  -         196.836 (meters)     645.79  (feet)  COMP
 KD0976  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 KD0976
 KD0976  VERT ORDER  -  FIRST     CLASS II
 KD0976
 KD0976.The horizontal coordinates were scaled from a topographic map and have
 KD0976.an estimated accuracy of +/- 6 seconds.
 KD0976
 KD0976.The orthometric height was determined by differential leveling
 KD0976.and adjusted by the National Geodetic Survey in June 1991..
 KD0976
 KD0976.The geoid height was determined by GEOID03.
 KD0976
 KD0976.The dynamic height is computed by dividing the NAVD 88
 KD0976.geopotential number by the normal gravity value computed on the
 KD0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0976.degrees latitude (g = 980.6199 gals.).
 KD0976
 KD0976.The modeled gravity was interpolated from observed gravity values.
 KD0976
 KD0976;                    North         East    Units  Estimated Accuracy
 KD0976;SPC MO C     -   366,130.      442,700.      MT  (+/- 180 meters Scaled)
 KD0976
 KD0976                          SUPERSEDED SURVEY CONTROL
 KD0976
 KD0976.No superseded survey control is available for this station.
 KD0976
 KD0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD859312(NAD 83)
 KD0976_MARKER: DB = BENCH MARK DISK
 KD0976_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KD0976_SP_SET: PIER
 KD0976_STAMPING: E 326 1986
 KD0976_MARK LOGO: NGS   
 KD0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0976
 KD0976  HISTORY     - Date     Condition        Report By
 KD0976  HISTORY     - 1986     MONUMENTED       NGS
 KD0976  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0976
 KD0976                          STATION DESCRIPTION
 KD0976
 KD0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0976'5.0 KM (3.1 MI) EAST FROM MARSHALL.
 KD0976'5.0 KM (3.1 MI) EASTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0976'WITH U.S. HIGHWAY 65 IN MARSHALL, SET VERTICALLY IN THE WEST FACE OF
 KD0976'THE MOST SOUTHERLY 1 OF 2 COLUMNS OF THE FIRST PIER WEST OF THE EAST
 KD0976'ABUTMENT OF A HIGHWAY BRIDGE SPANNING SALT FORK CREEK, AND 4.7 M (15.4
 KD0976'FT) SOUTH OF THE HIGHWAY CENTER.
 KD0976'THE MARK IS 1.2 M ABOVE THE GROUND.
 KD0976
 KD0976                          STATION RECOVERY (1990)
 KD0976
 KD0976'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0947 ***********************************************************************
 KD0947  DESIGNATION -  E 327
 KD0947  PID         -  KD0947
 KD0947  STATE/COUNTY-  MO/LAFAYETTE
 KD0947  USGS QUAD   -  WAVERLY (1979)
 KD0947
 KD0947                         *CURRENT SURVEY CONTROL
 KD0947  ___________________________________________________________________
 KD0947* NAD 83(1986)-  39 12 03.     (N)    093 35 40.     (W)     SCALED    
 KD0947* NAVD 88     -       264.443  (meters)     867.59   (feet)  ADJUSTED  
 KD0947  ___________________________________________________________________
 KD0947  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0947  DYNAMIC HT  -         264.278 (meters)     867.05  (feet)  COMP
 KD0947  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 KD0947
 KD0947  VERT ORDER  -  FIRST     CLASS II
 KD0947
 KD0947.The horizontal coordinates were scaled from a topographic map and have
 KD0947.an estimated accuracy of +/- 6 seconds.
 KD0947
 KD0947.The orthometric height was determined by differential leveling
 KD0947.and adjusted by the National Geodetic Survey in June 1991..
 KD0947
 KD0947.The geoid height was determined by GEOID03.
 KD0947
 KD0947.The dynamic height is computed by dividing the NAVD 88
 KD0947.geopotential number by the normal gravity value computed on the
 KD0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0947.degrees latitude (g = 980.6199 gals.).
 KD0947
 KD0947.The modeled gravity was interpolated from observed gravity values.
 KD0947
 KD0947;                    North         East    Units  Estimated Accuracy
 KD0947;SPC MO W     -   337,140.      928,220.      MT  (+/- 180 meters Scaled)
 KD0947
 KD0947                          SUPERSEDED SURVEY CONTROL
 KD0947
 KD0947.No superseded survey control is available for this station.
 KD0947
 KD0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD486392(NAD 83)
 KD0947_MARKER: I = METAL ROD
 KD0947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0947_SP_SET: STAINLESS STEEL ROD
 KD0947_STAMPING: E 327 1986
 KD0947_MARK LOGO: NGS   
 KD0947_PROJECTION: FLUSH
 KD0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0947_ROD/PIPE-DEPTH: 12.2 meters
 KD0947
 KD0947  HISTORY     - Date     Condition        Report By
 KD0947  HISTORY     - 1986     MONUMENTED       NGS
 KD0947
 KD0947                          STATION DESCRIPTION
 KD0947
 KD0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0947'25.8 KM (16.05 MI) EAST FROM LEXINGTON.
 KD0947'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 KD0947'IN LEXINGTON, THENCE 22.2 KM (13.8 MI) EASTERLY ALONG U.S. HIGHWAY 24,
 KD0947'13.0 M (42.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 12.0 M (39.4
 KD0947'FT) NORTH OF THE HIGHWAY CENTERLINE, AND 0.9 M (3.0 FT) WEST OF A
 KD0947'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KD0947'LOGO CAP.
 KD0947'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 KD0947'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1107 ***********************************************************************
 KE1107  DESIGNATION -  E 328
 KE1107  PID         -  KE1107
 KE1107  STATE/COUNTY-  MO/JACKSON
 KE1107  USGS QUAD   -  INDEPENDENCE (1990)
 KE1107
 KE1107                         *CURRENT SURVEY CONTROL
 KE1107  ___________________________________________________________________
 KE1107* NAD 83(1986)-  39 05 36.     (N)    094 29 39.     (W)     SCALED    
 KE1107* NAVD 88     -       230.330  (meters)     755.67   (feet)  ADJUSTED  
 KE1107  ___________________________________________________________________
 KE1107  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE1107  DYNAMIC HT  -         230.182 (meters)     755.19  (feet)  COMP
 KE1107  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 KE1107
 KE1107  VERT ORDER  -  FIRST     CLASS II
 KE1107
 KE1107.The horizontal coordinates were scaled from a topographic map and have
 KE1107.an estimated accuracy of +/- 6 seconds.
 KE1107
 KE1107.The orthometric height was determined by differential leveling
 KE1107.and adjusted by the National Geodetic Survey in June 1991..
 KE1107
 KE1107.The geoid height was determined by GEOID03.
 KE1107
 KE1107.The dynamic height is computed by dividing the NAVD 88
 KE1107.geopotential number by the normal gravity value computed on the
 KE1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1107.degrees latitude (g = 980.6199 gals.).
 KE1107
 KE1107.The modeled gravity was interpolated from observed gravity values.
 KE1107
 KE1107;                    North         East    Units  Estimated Accuracy
 KE1107;SPC MO W     -   324,810.      850,510.      MT  (+/- 180 meters Scaled)
 KE1107
 KE1107                          SUPERSEDED SURVEY CONTROL
 KE1107
 KE1107.No superseded survey control is available for this station.
 KE1107
 KE1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD707281(NAD 83)
 KE1107_MARKER: DB = BENCH MARK DISK
 KE1107_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1107_SP_SET: PIER
 KE1107_STAMPING: E 328 1986
 KE1107_MARK LOGO: NGS   
 KE1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1107+STABILITY: POSITION/ELEVATION WELL
 KE1107
 KE1107  HISTORY     - Date     Condition        Report By
 KE1107  HISTORY     - 1986     MONUMENTED       NGS
 KE1107  HISTORY     - 20040731 MARK NOT FOUND   GEOCAC
 KE1107
 KE1107                          STATION DESCRIPTION
 KE1107
 KE1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1107'IN KANSAS CITY.
 KE1107'IN KANSAS CITY, AT THE INTERSECTION OF TRUMAN ROAD AND THE KANSAS CITY
 KE1107'SOUTHERN RAILROAD, SET VERTICALLY IN THE EAST FACE OF THE MOST
 KE1107'SOUTHERLY 1 OF 2 COLUMNS OF THE FIRST PIER EAST OF THE TRACKS OF THE
 KE1107'ROAD OVERPASS PASS OF THE RAILROAD AND THE BLUE RIVER, 8.6 M (28.2 FT)
 KE1107'SOUTH OF THE ROAD CENTER, AND 6.4 M (21.0 FT) EAST OF THE NEAR RAIL.
 KE1107'THE MARK IS 1.5 M ABOVE THE GROUND.
 KE1107
 KE1107                          STATION RECOVERY (2004)
 KE1107
 KE1107'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1107'BASED ON THE DESCRIPTION THE DISK IS LOCATED BEHIND AN INSULATED PIPE
 KE1107'AND STEEL SHIELD FASTENED TO THE COLUMN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1125 ***********************************************************************
 KE1125  DESIGNATION -  E 329
 KE1125  PID         -  KE1125
 KE1125  STATE/COUNTY-  MO/JACKSON
 KE1125  USGS QUAD   -  BUCKNER (1990)
 KE1125
 KE1125                         *CURRENT SURVEY CONTROL
 KE1125  ___________________________________________________________________
 KE1125* NAD 83(1986)-  39 08 21.     (N)    094 14 21.     (W)     SCALED    
 KE1125* NAVD 88     -       242.869  (meters)     796.81   (feet)  ADJUSTED  
 KE1125  ___________________________________________________________________
 KE1125  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1125  DYNAMIC HT  -         242.715 (meters)     796.31  (feet)  COMP
 KE1125  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 KE1125
 KE1125  VERT ORDER  -  FIRST     CLASS II
 KE1125
 KE1125.The horizontal coordinates were scaled from a topographic map and have
 KE1125.an estimated accuracy of +/- 6 seconds.
 KE1125
 KE1125.The orthometric height was determined by differential leveling
 KE1125.and adjusted by the National Geodetic Survey in June 1991..
 KE1125
 KE1125.The geoid height was determined by GEOID03.
 KE1125
 KE1125.The dynamic height is computed by dividing the NAVD 88
 KE1125.geopotential number by the normal gravity value computed on the
 KE1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1125.degrees latitude (g = 980.6199 gals.).
 KE1125
 KE1125.The modeled gravity was interpolated from observed gravity values.
 KE1125
 KE1125;                    North         East    Units  Estimated Accuracy
 KE1125;SPC MO W     -   329,930.      872,550.      MT  (+/- 180 meters Scaled)
 KE1125
 KE1125                          SUPERSEDED SURVEY CONTROL
 KE1125
 KE1125.No superseded survey control is available for this station.
 KE1125
 KE1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD929329(NAD 83)
 KE1125_MARKER: I = METAL ROD
 KE1125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1125_SP_SET: STAINLESS STEEL ROD
 KE1125_STAMPING: E 329 1986
 KE1125_MARK LOGO: NGS   
 KE1125_PROJECTION: FLUSH
 KE1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1125_ROD/PIPE-DEPTH: 8.5  meters
 KE1125
 KE1125  HISTORY     - Date     Condition        Report By
 KE1125  HISTORY     - 1986     MONUMENTED       NGS
 KE1125
 KE1125                          STATION DESCRIPTION
 KE1125
 KE1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1125'13.4 KM (8.3 MI) EAST FROM INDEPENDENCE.
 KE1125'13.4 KM (8.3 MI) EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH
 KE1125'STATE HIGHWAY 291 IN INDEPENDENCE, 0.8 KM (0.5 MI) EAST OF THE
 KE1125'INTERSECTION OF LAKE CITY ROAD, 16.6 M (54.5 FT) NORTH OF THE
 KE1125'CENTERLINE OF THE WEST BOUND HIGHWAY LANES, 2.7 M (8.9 FT)
 KE1125'WEST-SOUTHWEST OF A FENCE CORNER, AND 0.8 M (2.6 FT) EAST OF A UTILITY
 KE1125'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1125'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KE1125'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0252 ***********************************************************************
 JD0252  DESIGNATION -  E 33
 JD0252  PID         -  JD0252
 JD0252  STATE/COUNTY-  MO/MORGAN
 JD0252  USGS QUAD   -  BARNETT (1960)
 JD0252
 JD0252                         *CURRENT SURVEY CONTROL
 JD0252  ___________________________________________________________________
 JD0252* NAD 83(1986)-  38 24 05.     (N)    092 44 49.     (W)     SCALED    
 JD0252* NAVD 88     -       305.977  (meters)    1003.86   (feet)  ADJUSTED  
 JD0252  ___________________________________________________________________
 JD0252  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JD0252  DYNAMIC HT  -         305.761 (meters)    1003.15  (feet)  COMP
 JD0252  MODELED GRAV-     979,913.3   (mgal)                       NAVD 88
 JD0252
 JD0252  VERT ORDER  -  SECOND    CLASS 0
 JD0252
 JD0252.The horizontal coordinates were scaled from a topographic map and have
 JD0252.an estimated accuracy of +/- 6 seconds.
 JD0252
 JD0252.The orthometric height was determined by differential leveling
 JD0252.and adjusted by the National Geodetic Survey in June 1991..
 JD0252
 JD0252.The geoid height was determined by GEOID03.
 JD0252
 JD0252.The dynamic height is computed by dividing the NAVD 88
 JD0252.geopotential number by the normal gravity value computed on the
 JD0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0252.degrees latitude (g = 980.6199 gals.).
 JD0252
 JD0252.The modeled gravity was interpolated from observed gravity values.
 JD0252
 JD0252;                    North         East    Units  Estimated Accuracy
 JD0252;SPC MO C     -   285,010.      478,430.      MT  (+/- 180 meters Scaled)
 JD0252
 JD0252                          SUPERSEDED SURVEY CONTROL
 JD0252
 JD0252  NGVD 29 (??/??/92)  305.885  (m)         1003.56   (f) ADJ UNCH    2 0
 JD0252
 JD0252.Superseded values are not recommended for survey control.
 JD0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0252.See file dsdata.txt to determine how the superseded data were derived.
 JD0252
 JD0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC220503(NAD 83)
 JD0252_MARKER: DB = BENCH MARK DISK
 JD0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0252_SP_SET: CULVERT
 JD0252_STAMPING: E 33 1934
 JD0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0252
 JD0252  HISTORY     - Date     Condition        Report By
 JD0252  HISTORY     - 1934     MONUMENTED       CGS
 JD0252  HISTORY     - 1957     GOOD             NGS
 JD0252
 JD0252                          STATION DESCRIPTION
 JD0252
 JD0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JD0252'4.2 MI W FROM BARNETT.
 JD0252'4.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JD0252'FROM BARNETT, 10-1/2 POLES WEST OF MILEPOST 170, 11-1/2 RAILS
 JD0252'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, AT A 3- BY 3-FOOT
 JD0252'CONCRETE-BOX CULVERT, IN THE TOP OF THE SOUTH CONCRETE HEADWALL,
 JD0252'AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 JD0252'DISK, STAMPED E 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0996 ***********************************************************************
 KD0996  DESIGNATION -  E 330
 KD0996  PID         -  KD0996
 KD0996  STATE/COUNTY-  MO/HOWARD
 KD0996  USGS QUAD   -  GLASGOW (1971)
 KD0996
 KD0996                         *CURRENT SURVEY CONTROL
 KD0996  ___________________________________________________________________
 KD0996* NAD 83(1986)-  39 10 44.     (N)    092 50 30.     (W)     SCALED    
 KD0996* NAVD 88     -       242.380  (meters)     795.21   (feet)  ADJUSTED  
 KD0996  ___________________________________________________________________
 KD0996  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0996  DYNAMIC HT  -         242.230 (meters)     794.72  (feet)  COMP
 KD0996  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 KD0996
 KD0996  VERT ORDER  -  FIRST     CLASS II
 KD0996
 KD0996.The horizontal coordinates were scaled from a topographic map and have
 KD0996.an estimated accuracy of +/- 6 seconds.
 KD0996
 KD0996.The orthometric height was determined by differential leveling
 KD0996.and adjusted by the National Geodetic Survey in June 1991..
 KD0996
 KD0996.The geoid height was determined by GEOID03.
 KD0996
 KD0996.The dynamic height is computed by dividing the NAVD 88
 KD0996.geopotential number by the normal gravity value computed on the
 KD0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0996.degrees latitude (g = 980.6199 gals.).
 KD0996
 KD0996.The modeled gravity was interpolated from observed gravity values.
 KD0996
 KD0996;                    North         East    Units  Estimated Accuracy
 KD0996;SPC MO C     -   371,350.      470,480.      MT  (+/- 180 meters Scaled)
 KD0996
 KD0996                          SUPERSEDED SURVEY CONTROL
 KD0996
 KD0996.No superseded survey control is available for this station.
 KD0996
 KD0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD136366(NAD 83)
 KD0996_MARKER: I = METAL ROD
 KD0996_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0996_SP_SET: STAINLESS STEEL ROD
 KD0996_STAMPING: E 330 1986
 KD0996_MARK LOGO: NGS   
 KD0996_PROJECTION: RECESSED 2 CENTIMETERS
 KD0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0996_ROD/PIPE-DEPTH: 8.8  meters
 KD0996
 KD0996  HISTORY     - Date     Condition        Report By
 KD0996  HISTORY     - 1986     MONUMENTED       NGS
 KD0996
 KD0996                          STATION DESCRIPTION
 KD0996
 KD0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0996'5.1 KM (3.15 MI) SOUTH FROM GLASGOW.
 KD0996'5.1 KM (3.15 MI) SOUTHERLY ALONG STATE HIGHWAY 87 FROM ITS JUNCTION
 KD0996'WITH STATE HIGHWAY 240 IN GLASGOW, 16.0 M (52.5 FT) NORTH-NORTHWEST OF
 KD0996'THE CENTER OF A GRAVELED DRIVEWAY LEADING SOUTHWESTERLY TO THE HOWARD
 KD0996'STRODOMAN FARM, 10.9 M (35.8 FT) WEST OF THE CENTERLINE OF THE
 KD0996'HIGHWAY, AND 2.7 M (8.9 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO
 KD0996'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0996'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 KD0996'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2425 ***********************************************************************
 JD2425  DESIGNATION -  E 331
 JD2425  PID         -  JD2425
 JD2425  STATE/COUNTY-  MO/COOPER
 JD2425  USGS QUAD   -  PRAIRIE HOME (1985)
 JD2425
 JD2425                         *CURRENT SURVEY CONTROL
 JD2425  ___________________________________________________________________
 JD2425* NAD 83(1986)-  38 49 20.     (N)    092 36 09.     (W)     SCALED    
 JD2425* NAVD 88     -       265.536  (meters)     871.18   (feet)  ADJUSTED  
 JD2425  ___________________________________________________________________
 JD2425  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD2425  DYNAMIC HT  -         265.357 (meters)     870.59  (feet)  COMP
 JD2425  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 JD2425
 JD2425  VERT ORDER  -  FIRST     CLASS II
 JD2425
 JD2425.The horizontal coordinates were scaled from a topographic map and have
 JD2425.an estimated accuracy of +/- 6 seconds.
 JD2425
 JD2425.The orthometric height was determined by differential leveling
 JD2425.and adjusted by the National Geodetic Survey in June 1991..
 JD2425
 JD2425.The geoid height was determined by GEOID03.
 JD2425
 JD2425.The dynamic height is computed by dividing the NAVD 88
 JD2425.geopotential number by the normal gravity value computed on the
 JD2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2425.degrees latitude (g = 980.6199 gals.).
 JD2425
 JD2425.The modeled gravity was interpolated from observed gravity values.
 JD2425
 JD2425;                    North         East    Units  Estimated Accuracy
 JD2425;SPC MO C     -   331,700.      491,100.      MT  (+/- 180 meters Scaled)
 JD2425
 JD2425                          SUPERSEDED SURVEY CONTROL
 JD2425
 JD2425.No superseded survey control is available for this station.
 JD2425
 JD2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC345971(NAD 83)
 JD2425_MARKER: I = METAL ROD
 JD2425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2425_SP_SET: STAINLESS STEEL ROD
 JD2425_STAMPING: E 331 1986
 JD2425_MARK LOGO: NGS   
 JD2425_PROJECTION: FLUSH
 JD2425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2425_ROD/PIPE-DEPTH: 6.9  meters
 JD2425
 JD2425  HISTORY     - Date     Condition        Report By
 JD2425  HISTORY     - 1986     MONUMENTED       NGS
 JD2425
 JD2425                          STATION DESCRIPTION
 JD2425
 JD2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2425'22.7 KM (14.1 MI) SE FROM BOONVILLE.
 JD2425'22.7 KM (14.1 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2425'COURTHOUSE IN BOONVILLE, 13.4 M (44.0 FT) NORTH OF THE NORTHEAST
 JD2425'CORNER OF A BARN, 9.5 M (31.2 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 JD2425'AND 0.9 M (3.0 FT) SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER.
 JD2425'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2425'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 JD2425'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1002 ***********************************************************************
 KD1002  DESIGNATION -  E 332
 KD1002  PID         -  KD1002
 KD1002  STATE/COUNTY-  MO/HOWARD
 KD1002  USGS QUAD   -  FRANKLIN (1971)
 KD1002
 KD1002                         *CURRENT SURVEY CONTROL
 KD1002  ___________________________________________________________________
 KD1002* NAD 83(1986)-  39 05 37.     (N)    092 50 49.     (W)     SCALED    
 KD1002* NAVD 88     -       256.614  (meters)     841.91   (feet)  ADJUSTED  
 KD1002  ___________________________________________________________________
 KD1002  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD1002  DYNAMIC HT  -         256.453 (meters)     841.38  (feet)  COMP
 KD1002  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 KD1002
 KD1002  VERT ORDER  -  FIRST     CLASS II
 KD1002
 KD1002.The horizontal coordinates were scaled from a topographic map and have
 KD1002.an estimated accuracy of +/- 6 seconds.
 KD1002
 KD1002.The orthometric height was determined by differential leveling
 KD1002.and adjusted by the National Geodetic Survey in June 1991..
 KD1002
 KD1002.The geoid height was determined by GEOID03.
 KD1002
 KD1002.The dynamic height is computed by dividing the NAVD 88
 KD1002.geopotential number by the normal gravity value computed on the
 KD1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD1002.degrees latitude (g = 980.6199 gals.).
 KD1002
 KD1002.The modeled gravity was interpolated from observed gravity values.
 KD1002
 KD1002;                    North         East    Units  Estimated Accuracy
 KD1002;SPC MO C     -   361,880.      469,990.      MT  (+/- 180 meters Scaled)
 KD1002
 KD1002                          SUPERSEDED SURVEY CONTROL
 KD1002
 KD1002.No superseded survey control is available for this station.
 KD1002
 KD1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD132271(NAD 83)
 KD1002_MARKER: I = METAL ROD
 KD1002_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD1002_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD1002_STAMPING: E 332 1986
 KD1002_MARK LOGO: NGS   
 KD1002_PROJECTION: FLUSH
 KD1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD1002+STABILITY: POSITION/ELEVATION WELL
 KD1002_ROD/PIPE-DEPTH: 9.7  meters
 KD1002_SLEEVE-DEPTH  : 3.0 meters
 KD1002
 KD1002  HISTORY     - Date     Condition        Report By
 KD1002  HISTORY     - 1986     MONUMENTED       NGS
 KD1002
 KD1002                          STATION DESCRIPTION
 KD1002
 KD1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD1002'15.9 KM (9.9 MI) SOUTH FROM GLASGOW.
 KD1002'15.9 KM (9.9 MI) SOUTHERLY ALONG STATE HIGHWAY 87 FROM ITS JUNCTION
 KD1002'WITH STATE HIGHWAY 240 IN GLASGOW, OR 17.6 KM (10.9 MI) NORTHERLY
 KD1002'ALONG STATE HIGHWAY 87 FROM THE COURTHOUSE IN BOONVILLE, 35.2 M (101.0
 KD1002'FT) SOUTH OF THE CENTER OF STATE HIGHWAY 187, AND 18.3 M (60.0 FT)
 KD1002'WEST OF THE HIGHWAY CENTER.  NOTE--ACCESS TO DATUM POINT IS HAD
 KD1002'THROUGH A 5-INCH LOGO CAP.
 KD1002'THE MARK IS 1.8 METERS  E FROM  A WITNESS POST
 KD1002'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2403 ***********************************************************************
 JD2403  DESIGNATION -  E 333
 JD2403  PID         -  JD2403
 JD2403  STATE/COUNTY-  MO/COLE
 JD2403  USGS QUAD   -  OSAGE CITY (1981)
 JD2403
 JD2403                         *CURRENT SURVEY CONTROL
 JD2403  ___________________________________________________________________
 JD2403* NAD 83(1986)-  38 32 11.     (N)    092 06 07.     (W)     SCALED    
 JD2403* NAVD 88     -       180.738  (meters)     592.97   (feet)  ADJUSTED  
 JD2403  ___________________________________________________________________
 JD2403  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JD2403  DYNAMIC HT  -         180.616 (meters)     592.57  (feet)  COMP
 JD2403  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 JD2403
 JD2403  VERT ORDER  -  FIRST     CLASS II
 JD2403
 JD2403.The horizontal coordinates were scaled from a topographic map and have
 JD2403.an estimated accuracy of +/- 6 seconds.
 JD2403
 JD2403.The orthometric height was determined by differential leveling
 JD2403.and adjusted by the National Geodetic Survey in June 1991..
 JD2403
 JD2403.The geoid height was determined by GEOID03.
 JD2403
 JD2403.The dynamic height is computed by dividing the NAVD 88
 JD2403.geopotential number by the normal gravity value computed on the
 JD2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2403.degrees latitude (g = 980.6199 gals.).
 JD2403
 JD2403.The modeled gravity was interpolated from observed gravity values.
 JD2403
 JD2403;                    North         East    Units  Estimated Accuracy
 JD2403;SPC MO C     -   300,040.      534,700.      MT  (+/- 180 meters Scaled)
 JD2403
 JD2403                          SUPERSEDED SURVEY CONTROL
 JD2403
 JD2403.No superseded survey control is available for this station.
 JD2403
 JD2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC782657(NAD 83)
 JD2403_MARKER: DV = VERTICAL CONTROL DISK
 JD2403_SETTING: 66 = SET IN ROCK OUTCROP
 JD2403_SP_SET: IN A DRILL HOLE IN BEDROCK
 JD2403_STAMPING: E 333 1986
 JD2403_MARK LOGO: NGS   
 JD2403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2403+STABILITY: POSITION/ELEVATION WELL
 JD2403
 JD2403  HISTORY     - Date     Condition        Report By
 JD2403  HISTORY     - 1986     MONUMENTED       NGS
 JD2403  HISTORY     - 19890718 GOOD             NGS
 JD2403
 JD2403                          STATION DESCRIPTION
 JD2403
 JD2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2403'9.1 KM (5.65 MI) EAST FROM JEFFERSON CITY.
 JD2403'9.1 KM (5.65 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JD2403'U.S. HIGHWAY 54 IN JEFFERSON CITY, NEAR THE WEST END OF AN EXPOSED
 JD2403'AREA OF BEDROCK IN A HIGHWAY CUT, 0.3 KM (0.2 MI) EAST OF THE EAST END
 JD2403'OF THE HIGHWAY BRIDGE SPANNING THE MOREAU RIVER, 10.8 M (35.4 FT)
 JD2403'SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE, AND 9.0 M (29.5 FT) EAST
 JD2403'OF THE WEST END OF THE EXPOSED AREA OF BEDROCK.
 JD2403'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 JD2403
 JD2403                          STATION RECOVERY (1989)
 JD2403
 JD2403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD2403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1340 ***********************************************************************
 JC1340  DESIGNATION -  E 334
 JC1340  PID         -  JC1340
 JC1340  STATE/COUNTY-  MO/FRANKLIN
 JC1340  USGS QUAD   -  DISSEN (1973)
 JC1340
 JC1340                         *CURRENT SURVEY CONTROL
 JC1340  ___________________________________________________________________
 JC1340* NAD 83(1986)-  38 35 56.     (N)    091 15 16.     (W)     SCALED    
 JC1340* NAVD 88     -       171.719  (meters)     563.38   (feet)  ADJUSTED  
 JC1340  ___________________________________________________________________
 JC1340  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JC1340  DYNAMIC HT  -         171.608 (meters)     563.02  (feet)  COMP
 JC1340  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 JC1340
 JC1340  VERT ORDER  -  FIRST     CLASS II
 JC1340
 JC1340.The horizontal coordinates were scaled from a topographic map and have
 JC1340.an estimated accuracy of +/- 6 seconds.
 JC1340
 JC1340.The orthometric height was determined by differential leveling
 JC1340.and adjusted by the National Geodetic Survey in June 1991..
 JC1340
 JC1340.The geoid height was determined by GEOID03.
 JC1340
 JC1340.The dynamic height is computed by dividing the NAVD 88
 JC1340.geopotential number by the normal gravity value computed on the
 JC1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1340.degrees latitude (g = 980.6199 gals.).
 JC1340
 JC1340.The modeled gravity was interpolated from observed gravity values.
 JC1340
 JC1340;                    North         East    Units  Estimated Accuracy
 JC1340;SPC MO E     -   307,180.      184,280.      MT  (+/- 180 meters Scaled)
 JC1340
 JC1340                          SUPERSEDED SURVEY CONTROL
 JC1340
 JC1340.No superseded survey control is available for this station.
 JC1340
 JC1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC520737(NAD 83)
 JC1340_MARKER: I = METAL ROD
 JC1340_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1340+WITH SETTING: INFORMATION.
 JC1340_SP_SET: SHALLOW-SET METAL ROD
 JC1340_STAMPING: E 334 1986
 JC1340_MARK LOGO: NGS   
 JC1340_PROJECTION: FLUSH
 JC1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1340_ROD/PIPE-DEPTH: 1.1  meters
 JC1340
 JC1340  HISTORY     - Date     Condition        Report By
 JC1340  HISTORY     - 1986     MONUMENTED       NGS
 JC1340
 JC1340                          STATION DESCRIPTION
 JC1340
 JC1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1340'21.5 KM (13.35 MI) EAST FROM HERMANN.
 JC1340'21.5 KM (13.35 MI) EASTERLY ALONG STATE HIGHWAY 100 FROM THE
 JC1340'COURTHOUSE IN HERMANN, 40.9 M (134.2 FT) SOUTH-SOUTHWEST OF THE
 JC1340'HIGHWAY CENTERLINE, 7.2 M (23.6 FT) WEST OF THE CENTER OF A GRAVELED
 JC1340'DRIVEWAY LEADING TO THE TOELKE RESIDENCE, AND 0.7 M (7.3 FT) SOUTH OF
 JC1340'THE NORTHEAST CORNER OF THE BACKES AND TOELKE AGRI PRODUCTS
 JC1340'INCORPORATION BUILDING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JC1340'5-INCH LOGO CAP.
 JC1340'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1362 ***********************************************************************
 JC1362  DESIGNATION -  E 335
 JC1362  PID         -  JC1362
 JC1362  STATE/COUNTY-  MO/GASCONADE
 JC1362  USGS QUAD   -  HERMANN (1985)
 JC1362
 JC1362                         *CURRENT SURVEY CONTROL
 JC1362  ___________________________________________________________________
 JC1362* NAD 83(1986)-  38 38 54.     (N)    091 29 35.     (W)     SCALED    
 JC1362* NAVD 88     -       199.352  (meters)     654.04   (feet)  ADJUSTED  
 JC1362  ___________________________________________________________________
 JC1362  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JC1362  DYNAMIC HT  -         199.220 (meters)     653.61  (feet)  COMP
 JC1362  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 JC1362
 JC1362  VERT ORDER  -  FIRST     CLASS II
 JC1362
 JC1362.The horizontal coordinates were scaled from a topographic map and have
 JC1362.an estimated accuracy of +/- 6 seconds.
 JC1362
 JC1362.The orthometric height was determined by differential leveling
 JC1362.and adjusted by the National Geodetic Survey in June 1991..
 JC1362
 JC1362.The geoid height was determined by GEOID03.
 JC1362
 JC1362.The dynamic height is computed by dividing the NAVD 88
 JC1362.geopotential number by the normal gravity value computed on the
 JC1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1362.degrees latitude (g = 980.6199 gals.).
 JC1362
 JC1362.The modeled gravity was interpolated from observed gravity values.
 JC1362
 JC1362;                    North         East    Units  Estimated Accuracy
 JC1362;SPC MO E     -   312,860.      163,560.      MT  (+/- 180 meters Scaled)
 JC1362
 JC1362                          SUPERSEDED SURVEY CONTROL
 JC1362
 JC1362.No superseded survey control is available for this station.
 JC1362
 JC1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC311788(NAD 83)
 JC1362_MARKER: I = METAL ROD
 JC1362_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1362+WITH SETTING: INFORMATION.
 JC1362_SP_SET: SHALLOW-SET METAL ROD
 JC1362_STAMPING: E 335 1986
 JC1362_MARK LOGO: NGS   
 JC1362_PROJECTION: FLUSH
 JC1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC1362+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 JC1362_ROD/PIPE-DEPTH: 2.4  meters
 JC1362
 JC1362  HISTORY     - Date     Condition        Report By
 JC1362  HISTORY     - 1986     MONUMENTED       NGS
 JC1362  HISTORY     - 20050223 GOOD             JCLS
 JC1362
 JC1362                          STATION DESCRIPTION
 JC1362
 JC1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1362'9.2 KM (5.7 MI) WEST FROM HERMANN.
 JC1362'9.2 KM (5.7 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1362'IN HERMANN, 12.6 M (41.3 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 9.2
 JC1362'M (30.2 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING SOUTHEAST TO
 JC1362'A HOUSE, 7.3 M (24.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A
 JC1362'METAL DRAIN PIPE, AND 4.2 M (13.8 FT) SOUTHWEST OF THE NORTHEAST END
 JC1362'OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JC1362'CAP.
 JC1362'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 JC1362'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JC1362
 JC1362                          STATION RECOVERY (2005)
 JC1362
 JC1362'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 JC1362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1077 ***********************************************************************
 HC1077  DESIGNATION -  E 336
 HC1077  PID         -  HC1077
 HC1077  STATE/COUNTY-  MO/TEXAS
 HC1077  USGS QUAD   -  HOUSTON (1981)
 HC1077
 HC1077                         *CURRENT SURVEY CONTROL
 HC1077  ___________________________________________________________________
 HC1077* NAD 83(1986)-  37 19 42.     (N)    091 54 06.     (W)     SCALED    
 HC1077* NAVD 88     -       401.452  (meters)    1317.10   (feet)  ADJUSTED  
 HC1077  ___________________________________________________________________
 HC1077  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HC1077  DYNAMIC HT  -         401.124 (meters)    1316.02  (feet)  COMP
 HC1077  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 HC1077
 HC1077  VERT ORDER  -  FIRST     CLASS II
 HC1077
 HC1077.The horizontal coordinates were scaled from a topographic map and have
 HC1077.an estimated accuracy of +/- 6 seconds.
 HC1077
 HC1077.The orthometric height was determined by differential leveling
 HC1077.and adjusted by the National Geodetic Survey in June 1991..
 HC1077
 HC1077.The geoid height was determined by GEOID03.
 HC1077
 HC1077.The dynamic height is computed by dividing the NAVD 88
 HC1077.geopotential number by the normal gravity value computed on the
 HC1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1077.degrees latitude (g = 980.6199 gals.).
 HC1077
 HC1077.The modeled gravity was interpolated from observed gravity values.
 HC1077
 HC1077;                    North         East    Units  Estimated Accuracy
 HC1077;SPC MO C     -   166,060.      553,030.      MT  (+/- 180 meters Scaled)
 HC1077
 HC1077                          SUPERSEDED SURVEY CONTROL
 HC1077
 HC1077  NGVD 29 (10/05/93)  401.326  (m)         1316.68   (f) ADJUSTED    1 2
 HC1077
 HC1077.Superseded values are not recommended for survey control.
 HC1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1077.See file dsdata.txt to determine how the superseded data were derived.
 HC1077
 HC1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB973318(NAD 83)
 HC1077_MARKER: I = METAL ROD
 HC1077_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HC1077_SP_SET: STAINLESS STEEL ROD
 HC1077_STAMPING: E 336 1986
 HC1077_MARK LOGO: NGS   
 HC1077_PROJECTION: RECESSED 1 CENTIMETERS
 HC1077_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1077_ROD/PIPE-DEPTH: 6.0  meters
 HC1077
 HC1077  HISTORY     - Date     Condition        Report By
 HC1077  HISTORY     - 1986     MONUMENTED       NGS
 HC1077
 HC1077                          STATION DESCRIPTION
 HC1077
 HC1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1077'4.5 KM (2.80 MI) EASTERLY ALONG COUNTY ROAD B FROM ITS JUNCTION WITH
 HC1077'U.S. HIGHWAY 63 IN HOUSTON, 25.5 M (83.7 FT) NORTHWEST OF THE
 HC1077'NORTHWEST CORNER OF THE CENTRAL BAPTIST CHURCH, 8.8 M (28.9 FT) SOUTH
 HC1077'OF THE CENTERLINE OF THE HIGHWAY, 8.6 M (28.2 FT) NORTHWEST OF THE
 HC1077'CENTER OF A WATER METER COVER, 6.8 M (22.3 FT) EAST OF THE CENTER OF
 HC1077'A DRIVEWAY LEADING SOUTH TO THE CHURCH AND CENTURY OAKS CARE CENTER,
 HC1077'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 HC1077'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1105 ***********************************************************************
 HC1105  DESIGNATION -  E 337
 HC1105  PID         -  HC1105
 HC1105  STATE/COUNTY-  MO/PHELPS
 HC1105  USGS QUAD   -  YANCY MILLS (1982)
 HC1105
 HC1105                         *CURRENT SURVEY CONTROL
 HC1105  ___________________________________________________________________
 HC1105* NAD 83(1986)-  37 47 39.     (N)    091 49 16.     (W)     SCALED    
 HC1105* NAVD 88     -       291.128  (meters)     955.14   (feet)  ADJUSTED  
 HC1105  ___________________________________________________________________
 HC1105  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HC1105  DYNAMIC HT  -         290.907 (meters)     954.42  (feet)  COMP
 HC1105  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 HC1105
 HC1105  VERT ORDER  -  FIRST     CLASS II
 HC1105
 HC1105.The horizontal coordinates were scaled from a topographic map and have
 HC1105.an estimated accuracy of +/- 6 seconds.
 HC1105
 HC1105.The orthometric height was determined by differential leveling
 HC1105.and adjusted by the National Geodetic Survey in June 1991..
 HC1105
 HC1105.The geoid height was determined by GEOID03.
 HC1105
 HC1105.The dynamic height is computed by dividing the NAVD 88
 HC1105.geopotential number by the normal gravity value computed on the
 HC1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1105.degrees latitude (g = 980.6199 gals.).
 HC1105
 HC1105.The modeled gravity was interpolated from observed gravity values.
 HC1105
 HC1105;                    North         East    Units  Estimated Accuracy
 HC1105;SPC MO C     -   217,800.      559,790.      MT  (+/- 180 meters Scaled)
 HC1105
 HC1105                          SUPERSEDED SURVEY CONTROL
 HC1105
 HC1105  NGVD 29 (10/05/93)  291.054  (m)          954.90   (f) ADJUSTED    1 2
 HC1105
 HC1105.Superseded values are not recommended for survey control.
 HC1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1105.See file dsdata.txt to determine how the superseded data were derived.
 HC1105
 HC1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB037836(NAD 83)
 HC1105_MARKER: DV = VERTICAL CONTROL DISK
 HC1105_SETTING: 66 = SET IN ROCK OUTCROP
 HC1105_SP_SET: IN A DRILL HOLE IN BEDROCK
 HC1105_STAMPING: E 337 1986
 HC1105_MARK LOGO: NGS   
 HC1105_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC1105+STABILITY: POSITION/ELEVATION WELL
 HC1105
 HC1105  HISTORY     - Date     Condition        Report By
 HC1105  HISTORY     - 1986     MONUMENTED       NGS
 HC1105
 HC1105                          STATION DESCRIPTION
 HC1105
 HC1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1105'21.2 KM (13.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 HC1105'WITH INTERSTATE HIGHWAY 44 IN ROLLA, IN THE MOST NORTHEASTERLY 1/3 OF
 HC1105'A 50.0 BY 918.0 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 86.6 M
 HC1105'(284.1 FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT, 11.9 M (39.0
 HC1105'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT)
 HC1105'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2445 ***********************************************************************
 JD2445  DESIGNATION -  E 338
 JD2445  PID         -  JD2445
 JD2445  STATE/COUNTY-  MO/COLE
 JD2445  USGS QUAD   -  CENTERTOWN NW (1969)
 JD2445
 JD2445                         *CURRENT SURVEY CONTROL
 JD2445  ___________________________________________________________________
 JD2445* NAD 83(1986)-  38 42 24.     (N)    092 22 46.     (W)     SCALED    
 JD2445* NAVD 88     -       207.538  (meters)     680.90   (feet)  ADJUSTED  
 JD2445  ___________________________________________________________________
 JD2445  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD2445  DYNAMIC HT  -         207.401 (meters)     680.45  (feet)  COMP
 JD2445  MODELED GRAV-     979,966.6   (mgal)                       NAVD 88
 JD2445
 JD2445  VERT ORDER  -  FIRST     CLASS II
 JD2445
 JD2445.The horizontal coordinates were scaled from a topographic map and have
 JD2445.an estimated accuracy of +/- 6 seconds.
 JD2445
 JD2445.The orthometric height was determined by differential leveling
 JD2445.and adjusted by the National Geodetic Survey in June 1991..
 JD2445
 JD2445.The geoid height was determined by GEOID03.
 JD2445
 JD2445.The dynamic height is computed by dividing the NAVD 88
 JD2445.geopotential number by the normal gravity value computed on the
 JD2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2445.degrees latitude (g = 980.6199 gals.).
 JD2445
 JD2445.The modeled gravity was interpolated from observed gravity values.
 JD2445
 JD2445;                    North         East    Units  Estimated Accuracy
 JD2445;SPC MO C     -   318,880.      510,490.      MT  (+/- 180 meters Scaled)
 JD2445
 JD2445                          SUPERSEDED SURVEY CONTROL
 JD2445
 JD2445.No superseded survey control is available for this station.
 JD2445
 JD2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC539844(NAD 83)
 JD2445_MARKER: I = METAL ROD
 JD2445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2445_SP_SET: STAINLESS STEEL ROD
 JD2445_STAMPING: E 338 1986
 JD2445_MARK LOGO: NGS   
 JD2445_PROJECTION: FLUSH
 JD2445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2445_ROD/PIPE-DEPTH: 8.5  meters
 JD2445
 JD2445  HISTORY     - Date     Condition        Report By
 JD2445  HISTORY     - 1986     MONUMENTED       NGS
 JD2445
 JD2445                          STATION DESCRIPTION
 JD2445
 JD2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2445'23.7 KM (14.7 MI) NW FROM JEFFERSON CITY.
 JD2445'23.7 KM (14.7 MI) NORTHWESTERLY ALONG STATE HIGHWAY 179 FROM ITS
 JD2445'JUNCTION WITH U.S. HIGHWAY 50 IN JEFFERSON CITY, 9.0 M (29.5 FT) SOUTH
 JD2445'OF THE HIGHWAY CENTERLINE, 8.0 M (26.2 FT) EAST OF THE CENTER OF THE
 JD2445'ENTRANCE INTO THE MARION CEMETERY, AND 0.8 M (2.6 FT) EAST OF THE
 JD2445'NORTHWEST CORNER OF A FENCE SURROUNDING THE CEMETERY. NOTE--ACCESS TO
 JD2445'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2445'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JD2445'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1310 ***********************************************************************
 JC1310  DESIGNATION -  E 339
 JC1310  PID         -  JC1310
 JC1310  STATE/COUNTY-  MO/FRANKLIN
 JC1310  USGS QUAD   -  GRAY SUMMIT (1969)
 JC1310
 JC1310                         *CURRENT SURVEY CONTROL
 JC1310  ___________________________________________________________________
 JC1310* NAD 83(1986)-  38 28 51.     (N)    090 50 45.     (W)     SCALED    
 JC1310* NAVD 88     -       222.563  (meters)     730.19   (feet)  ADJUSTED  
 JC1310  ___________________________________________________________________
 JC1310  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JC1310  DYNAMIC HT  -         222.417 (meters)     729.71  (feet)  COMP
 JC1310  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 JC1310
 JC1310  VERT ORDER  -  FIRST     CLASS II
 JC1310
 JC1310.The horizontal coordinates were scaled from a topographic map and have
 JC1310.an estimated accuracy of +/- 6 seconds.
 JC1310
 JC1310.The orthometric height was determined by differential leveling
 JC1310.and adjusted by the National Geodetic Survey in June 1991..
 JC1310
 JC1310.The geoid height was determined by GEOID03.
 JC1310
 JC1310.The dynamic height is computed by dividing the NAVD 88
 JC1310.geopotential number by the normal gravity value computed on the
 JC1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1310.degrees latitude (g = 980.6199 gals.).
 JC1310
 JC1310.The modeled gravity was interpolated from observed gravity values.
 JC1310
 JC1310;                    North         East    Units  Estimated Accuracy
 JC1310;SPC MO E     -   293,860.      219,830.      MT  (+/- 180 meters Scaled)
 JC1310
 JC1310                          SUPERSEDED SURVEY CONTROL
 JC1310
 JC1310.No superseded survey control is available for this station.
 JC1310
 JC1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC878613(NAD 83)
 JC1310_MARKER: DB = BENCH MARK DISK
 JC1310_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC1310_SP_SET: BRIDGE ABUTMENT
 JC1310_STAMPING: E 339 1986
 JC1310_MARK LOGO: NGS   
 JC1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1310
 JC1310  HISTORY     - Date     Condition        Report By
 JC1310  HISTORY     - 1986     MONUMENTED       NGS
 JC1310
 JC1310                          STATION DESCRIPTION
 JC1310
 JC1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1310'2.1 KM (1.3 MI) WEST FROM GRAY SUMMIT.
 JC1310'2.1 KM (1.3 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1310'WITH INTERSTATE HIGHWAY 44 IN GRAY SUMMIT, IN TOP OF AND 0.1 M (0.3
 JC1310'FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 JC1310'OF THE HIGHWAY OVERPASS OF INTERSTATE HIGHWAY 44, AND 5.2 M (17.1 FT)
 JC1310'SOUTH OF THE STATE HIGHWAY CENTERLINE.
 JC1310'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1592 ***********************************************************************
 KE1592  DESIGNATION -  E 340
 KE1592  PID         -  KE1592
 KE1592  STATE/COUNTY-  MO/BUCHANAN
 KE1592  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE1592
 KE1592                         *CURRENT SURVEY CONTROL
 KE1592  ___________________________________________________________________
 KE1592* NAD 83(1986)-  39 46 56.     (N)    094 51 06.     (W)     SCALED    
 KE1592* NAVD 88     -       267.083  (meters)     876.25   (feet)  ADJUSTED  
 KE1592  ___________________________________________________________________
 KE1592  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KE1592  DYNAMIC HT  -         266.927 (meters)     875.74  (feet)  COMP
 KE1592  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 KE1592
 KE1592  VERT ORDER  -  FIRST     CLASS II
 KE1592
 KE1592.The horizontal coordinates were scaled from a topographic map and have
 KE1592.an estimated accuracy of +/- 6 seconds.
 KE1592
 KE1592.The orthometric height was determined by differential leveling
 KE1592.and adjusted by the National Geodetic Survey in June 1991..
 KE1592
 KE1592.The geoid height was determined by GEOID03.
 KE1592
 KE1592.The dynamic height is computed by dividing the NAVD 88
 KE1592.geopotential number by the normal gravity value computed on the
 KE1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1592.degrees latitude (g = 980.6199 gals.).
 KE1592
 KE1592.The modeled gravity was interpolated from observed gravity values.
 KE1592
 KE1592;                    North         East    Units  Estimated Accuracy
 KE1592;SPC MO W     -   401,350.      819,880.      MT  (+/- 180 meters Scaled)
 KE1592
 KE1592                          SUPERSEDED SURVEY CONTROL
 KE1592
 KE1592.No superseded survey control is available for this station.
 KE1592
 KE1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE414052(NAD 83)
 KE1592_MARKER: I = METAL ROD
 KE1592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1592_SP_SET: STAINLESS STEEL ROD
 KE1592_STAMPING: E 340 1989
 KE1592_MARK LOGO: NGS   
 KE1592_PROJECTION: FLUSH
 KE1592_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1592+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1592_ROD/PIPE-DEPTH: 16.9 meters
 KE1592
 KE1592  HISTORY     - Date     Condition        Report By
 KE1592  HISTORY     - 1989     MONUMENTED       NGS
 KE1592  HISTORY     - 20060704 MARK NOT FOUND   GEOCAC
 KE1592
 KE1592                          STATION DESCRIPTION
 KE1592
 KE1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1592'IN ST JOSEPH, AT THE INTERSECTION OF ST JOSEPH AVENUE AND FILLMORE
 KE1592'STREET, 33.0 M (108.3 FT) NORTHWEST OF THE CENTER OF THE AVENUE, 4.3
 KE1592'M (14.1 FT) NORTHEAST OF THE CENTERLINE OF THE STREET, 1.1 M (3.6 FT)
 KE1592'SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK, 1.0 M (3.3 FT)
 KE1592'SOUTHEAST OF A UTILITY POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 KE1592'THE STREET.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KE1592'CAP.
 KE1592
 KE1592                          STATION RECOVERY (2006)
 KE1592
 KE1592'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1592'THE ENTIRE AREA HAS BEEN PAVED WITH A CONCRETE SIDEWALK THAT IS
 KE1592'SLIGHTLY ABOVE THE ELEVATION OF FILLMORE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1764 ***********************************************************************
 JC1764  DESIGNATION -  E 340
 JC1764  PID         -  JC1764
 JC1764  STATE/COUNTY-  MO/OSAGE
 JC1764  USGS QUAD   -  WESTPHALIA EAST (1981)
 JC1764
 JC1764                         *CURRENT SURVEY CONTROL
 JC1764  ___________________________________________________________________
 JC1764* NAD 83(1986)-  38 26 17.     (N)    091 59 52.     (W)     SCALED    
 JC1764* NAVD 88     -       172.738  (meters)     566.72   (feet)  ADJUSTED  
 JC1764  ___________________________________________________________________
 JC1764  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JC1764  DYNAMIC HT  -         172.619 (meters)     566.33  (feet)  COMP
 JC1764  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 JC1764
 JC1764  VERT ORDER  -  FIRST     CLASS II
 JC1764
 JC1764.The horizontal coordinates were scaled from a topographic map and have
 JC1764.an estimated accuracy of +/- 6 seconds.
 JC1764
 JC1764.The orthometric height was determined by differential leveling
 JC1764.and adjusted by the National Geodetic Survey in June 1991..
 JC1764
 JC1764.The geoid height was determined by GEOID03.
 JC1764
 JC1764.The dynamic height is computed by dividing the NAVD 88
 JC1764.geopotential number by the normal gravity value computed on the
 JC1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1764.degrees latitude (g = 980.6199 gals.).
 JC1764
 JC1764.The modeled gravity was interpolated from observed gravity values.
 JC1764
 JC1764;                    North         East    Units  Estimated Accuracy
 JC1764;SPC MO C     -   289,170.      543,850.      MT  (+/- 180 meters Scaled)
 JC1764
 JC1764                          SUPERSEDED SURVEY CONTROL
 JC1764
 JC1764  NGVD 29 (10/05/93)  172.714  (m)          566.65   (f) ADJUSTED    1 2
 JC1764
 JC1764.Superseded values are not recommended for survey control.
 JC1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1764.See file dsdata.txt to determine how the superseded data were derived.
 JC1764
 JC1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC874548(NAD 83)
 JC1764_MARKER: I = METAL ROD
 JC1764_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1764_SP_SET: STAINLESS STEEL ROD
 JC1764_STAMPING: E 340 1986
 JC1764_MARK LOGO: NGS   
 JC1764_PROJECTION: RECESSED 3 CENTIMETERS
 JC1764_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1764_ROD/PIPE-DEPTH: 9.7  meters
 JC1764
 JC1764  HISTORY     - Date     Condition        Report By
 JC1764  HISTORY     - 1986     MONUMENTED       NGS
 JC1764
 JC1764                          STATION DESCRIPTION
 JC1764
 JC1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1764'0.8 KM (0.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC1764'WITH COUNTY ROAD 511 IN WESTPHALIA, 21.0 M (68.9 FT) NORTHEAST OF THE
 JC1764'NORTHEAST CORNER OF THE LIONS CLUB, 14.6 M (47.9 FT) SOUTHWEST OF THE
 JC1764'CENTERLINE OF THE HIGHWAY, 1.2 M (3.9 FT) NORTH OF A WITNESS POST,
 JC1764'0.8 M (2.6 FT) SOUTHEAST OF A UTILITY POLE WITH A STREET LIGHT, AND
 JC1764'LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JC1764'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1612 ***********************************************************************
 KE1612  DESIGNATION -  E 341
 KE1612  PID         -  KE1612
 KE1612  STATE/COUNTY-  MO/PLATTE
 KE1612  USGS QUAD   -  ATCHISON EAST (1984)
 KE1612
 KE1612                         *CURRENT SURVEY CONTROL
 KE1612  ___________________________________________________________________
 KE1612* NAD 83(1986)-  39 30 21.     (N)    095 00 41.     (W)     SCALED    
 KE1612* NAVD 88     -       240.666  (meters)     789.59   (feet)  ADJUSTED  
 KE1612  ___________________________________________________________________
 KE1612  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KE1612  DYNAMIC HT  -         240.518 (meters)     789.10  (feet)  COMP
 KE1612  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 KE1612
 KE1612  VERT ORDER  -  FIRST     CLASS II
 KE1612
 KE1612.The horizontal coordinates were scaled from a topographic map and have
 KE1612.an estimated accuracy of +/- 6 seconds.
 KE1612
 KE1612.The orthometric height was determined by differential leveling
 KE1612.and adjusted by the National Geodetic Survey in June 1991..
 KE1612
 KE1612.The geoid height was determined by GEOID03.
 KE1612
 KE1612.The dynamic height is computed by dividing the NAVD 88
 KE1612.geopotential number by the normal gravity value computed on the
 KE1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1612.degrees latitude (g = 980.6199 gals.).
 KE1612
 KE1612.The modeled gravity was interpolated from observed gravity values.
 KE1612
 KE1612;                    North         East    Units  Estimated Accuracy
 KE1612;SPC MO W     -   370,730.      806,020.      MT  (+/- 180 meters Scaled)
 KE1612
 KE1612                          SUPERSEDED SURVEY CONTROL
 KE1612
 KE1612.No superseded survey control is available for this station.
 KE1612
 KE1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD270748(NAD 83)
 KE1612_MARKER: I = METAL ROD
 KE1612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1612_SP_SET: STAINLESS STEEL ROD
 KE1612_STAMPING: E 341 1989
 KE1612_MARK LOGO: NGS   
 KE1612_PROJECTION: FLUSH
 KE1612_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1612+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 KE1612_ROD/PIPE-DEPTH: 20.2 meters
 KE1612
 KE1612  HISTORY     - Date     Condition        Report By
 KE1612  HISTORY     - 1989     MONUMENTED       NGS
 KE1612  HISTORY     - 20050704 GOOD             GEOCAC
 KE1612
 KE1612                          STATION DESCRIPTION
 KE1612
 KE1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1612'3.4 KM (2.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION
 KE1612'WITH STATE HIGHWAY 116 IN RUSHVILLE, THENCE 5.6 KM (3.50 MI)
 KE1612'SOUTHERLY ALONG STATE HIGHWAY 45, 15.1 M (49.5 FT) SOUTHWEST OF THE
 KE1612'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 12.8 M (42.0 FT)
 KE1612'SOUTHEAST OF THE EAST CORNER OF A HIGHWAY BRIDGE SPANNING SHORT
 KE1612'CREEK, 12.0 M (39.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KE1612'2.0 M (6.6 FT) NORTHWEST OF A UTILITY POLE, 1.1 M (3.6 FT) BELOW THE
 KE1612'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 KE1612'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1612
 KE1612                          STATION RECOVERY (2005)
 KE1612
 KE1612'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1612'THE WITNESS POST HAS BEEN MOVED TO THE UTILITY POLE.  THE LOGO CAP IS
 KE1612'APPROXIMATLY 1 M BELOW GROUND LEVEL.
 KE1612' 
 KE1612'HANDHELD GPS COORDINATES N39 30 21.6 W95 00 40.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1448 ***********************************************************************
 LF1448  DESIGNATION -  E 342
 LF1448  PID         -  LF1448
 LF1448  STATE/COUNTY-  MO/ATCHISON
 LF1448  USGS QUAD   -  ROCK PORT (1981)
 LF1448
 LF1448                         *CURRENT SURVEY CONTROL
 LF1448  ___________________________________________________________________
 LF1448* NAD 83(1986)-  40 28 44.     (N)    095 37 25.     (W)     SCALED    
 LF1448* NAVD 88     -       274.300  (meters)     899.93   (feet)  ADJUSTED  
 LF1448  ___________________________________________________________________
 LF1448  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LF1448  DYNAMIC HT  -         274.155 (meters)     899.46  (feet)  COMP
 LF1448  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 LF1448
 LF1448  VERT ORDER  -  FIRST     CLASS II
 LF1448
 LF1448.The horizontal coordinates were scaled from a topographic map and have
 LF1448.an estimated accuracy of +/- 6 seconds.
 LF1448
 LF1448.The orthometric height was determined by differential leveling
 LF1448.and adjusted by the National Geodetic Survey in June 1991..
 LF1448
 LF1448.The geoid height was determined by GEOID03.
 LF1448
 LF1448.The dynamic height is computed by dividing the NAVD 88
 LF1448.geopotential number by the normal gravity value computed on the
 LF1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1448.degrees latitude (g = 980.6199 gals.).
 LF1448
 LF1448.The modeled gravity was interpolated from observed gravity values.
 LF1448
 LF1448;                    North         East    Units  Estimated Accuracy
 LF1448;SPC MO W     -   479,250.      754,730.      MT  (+/- 180 meters Scaled)
 LF1448
 LF1448                          SUPERSEDED SURVEY CONTROL
 LF1448
 LF1448.No superseded survey control is available for this station.
 LF1448
 LF1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE776842(NAD 83)
 LF1448_MARKER: I = METAL ROD
 LF1448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1448_SP_SET: STAINLESS STEEL ROD
 LF1448_STAMPING: E 342 1989
 LF1448_MARK LOGO: NGS   
 LF1448_PROJECTION: FLUSH
 LF1448_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1448+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1448_ROD/PIPE-DEPTH: 26.8 meters
 LF1448
 LF1448  HISTORY     - Date     Condition        Report By
 LF1448  HISTORY     - 1989     MONUMENTED       NGS
 LF1448
 LF1448                          STATION DESCRIPTION
 LF1448
 LF1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1448'IN WATSON, AT THE INTERSECTION OF SONORA AND SECOND STREETS, 48.4 M
 LF1448'(158.8 FT) SOUTH OF THE CENTER OF SECOND STREET, 13.8 M (45.3 FT)
 LF1448'SOUTH OF THE CENTER OF A DRIVEWAY, 10.5 M (34.4 FT) EAST OF THE
 LF1448'CENTER OF SONORA STREET, 2.1 M (6.9 FT) WEST OF THE WEST EDGE OF A
 LF1448'CONCRETE BASKETBALL COURT, 1.2 M (3.9 FT) NORTH OF A UTILITY POLE,
 LF1448'AND LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1470 ***********************************************************************
 HD1470  DESIGNATION -  E 343
 HD1470  PID         -  HD1470
 HD1470  STATE/COUNTY-  MO/GREENE
 HD1470  USGS QUAD   -  OZARK (1975)
 HD1470
 HD1470                         *CURRENT SURVEY CONTROL
 HD1470  ___________________________________________________________________
 HD1470* NAD 83(1986)-  37 07 16.     (N)    093 13 17.     (W)     SCALED    
 HD1470* NAVD 88     -       389.751  (meters)    1278.71   (feet)  ADJUSTED  
 HD1470  ___________________________________________________________________
 HD1470  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HD1470  DYNAMIC HT  -         389.433 (meters)    1277.66  (feet)  COMP
 HD1470  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 HD1470
 HD1470  VERT ORDER  -  FIRST     CLASS II
 HD1470
 HD1470.The horizontal coordinates were scaled from a topographic map and have
 HD1470.an estimated accuracy of +/- 6 seconds.
 HD1470
 HD1470.The orthometric height was determined by differential leveling
 HD1470.and adjusted by the National Geodetic Survey in June 1991..
 HD1470
 HD1470.The geoid height was determined by GEOID03.
 HD1470
 HD1470.The dynamic height is computed by dividing the NAVD 88
 HD1470.geopotential number by the normal gravity value computed on the
 HD1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1470.degrees latitude (g = 980.6199 gals.).
 HD1470
 HD1470.The modeled gravity was interpolated from observed gravity values.
 HD1470
 HD1470;                    North         East    Units  Estimated Accuracy
 HD1470;SPC MO C     -   143,140.      435,890.      MT  (+/- 180 meters Scaled)
 HD1470
 HD1470                          SUPERSEDED SURVEY CONTROL
 HD1470
 HD1470  NGVD 29 (10/05/93)  389.601  (m)         1278.22   (f) ADJUSTED    1 2
 HD1470
 HD1470.Superseded values are not recommended for survey control.
 HD1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1470.See file dsdata.txt to determine how the superseded data were derived.
 HD1470
 HD1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB803083(NAD 83)
 HD1470_MARKER: DV = VERTICAL CONTROL DISK
 HD1470_SETTING: 66 = SET IN ROCK OUTCROP
 HD1470_SP_SET: IN A DRILL HOLE IN BEDROCK
 HD1470_STAMPING: E 343 1989
 HD1470_MARK LOGO: NGS   
 HD1470_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1470+STABILITY: POSITION/ELEVATION WELL
 HD1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1470+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 HD1470
 HD1470  HISTORY     - Date     Condition        Report By
 HD1470  HISTORY     - 1989     MONUMENTED       NGS
 HD1470  HISTORY     - 20040722 GOOD             USPSQD
 HD1470
 HD1470                          STATION DESCRIPTION
 HD1470
 HD1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1470'1.1 KM (0.70 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1470'WITH U.S. HIGHWAY 65 IN SPRINGFIELD, IN AN EXPOSED AREA OF BEDROCK
 HD1470'IN A HIGHWAY CUT, 11.7 M (38.4 FT) SOUTH OF THE CENTERLINE OF THE
 HD1470'EASTBOUND LANES OF THE HIGHWAY, 10.0 M (32.8 FT) WEST OF THE EAST END
 HD1470'OF THE EXPOSED BEDROCK, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND
 HD1470'LEVEL WITH THE HIGHWAY.
 HD1470
 HD1470                          STATION RECOVERY (2004)
 HD1470
 HD1470'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 HD1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1494 ***********************************************************************
 HD1494  DESIGNATION -  E 344
 HD1494  PID         -  HD1494
 HD1494  STATE/COUNTY-  MO/GREENE
 HD1494  USGS QUAD   -  BROOKLINE (1975)
 HD1494
 HD1494                         *CURRENT SURVEY CONTROL
 HD1494  ___________________________________________________________________
 HD1494* NAD 83(1986)-  37 07 40.     (N)    093 27 47.     (W)     SCALED    
 HD1494* NAVD 88     -       387.339  (meters)    1270.79   (feet)  ADJUSTED  
 HD1494  ___________________________________________________________________
 HD1494  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HD1494  DYNAMIC HT  -         387.023 (meters)    1269.76  (feet)  COMP
 HD1494  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 HD1494
 HD1494  VERT ORDER  -  FIRST     CLASS II
 HD1494
 HD1494.The horizontal coordinates were scaled from a topographic map and have
 HD1494.an estimated accuracy of +/- 6 seconds.
 HD1494
 HD1494.The orthometric height was determined by differential leveling
 HD1494.and adjusted by the National Geodetic Survey in June 1991..
 HD1494
 HD1494.The geoid height was determined by GEOID03.
 HD1494
 HD1494.The dynamic height is computed by dividing the NAVD 88
 HD1494.geopotential number by the normal gravity value computed on the
 HD1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1494.degrees latitude (g = 980.6199 gals.).
 HD1494
 HD1494.The modeled gravity was interpolated from observed gravity values.
 HD1494
 HD1494;                    North         East    Units  Estimated Accuracy
 HD1494;SPC MO C     -   144,070.      414,430.      MT  (+/- 180 meters Scaled)
 HD1494
 HD1494                          SUPERSEDED SURVEY CONTROL
 HD1494
 HD1494  NGVD 29 (10/05/93)  387.182  (m)         1270.28   (f) ADJUSTED    1 2
 HD1494
 HD1494.Superseded values are not recommended for survey control.
 HD1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1494.See file dsdata.txt to determine how the superseded data were derived.
 HD1494
 HD1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB588091(NAD 83)
 HD1494_MARKER: I = METAL ROD
 HD1494_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1494+WITH SETTING: INFORMATION.
 HD1494_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1494_STAMPING: E 344 1989
 HD1494_MARK LOGO: NGS   
 HD1494_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1494+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1494
 HD1494  HISTORY     - Date     Condition        Report By
 HD1494  HISTORY     - 1989     MONUMENTED       NGS
 HD1494
 HD1494                          STATION DESCRIPTION
 HD1494
 HD1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1494'IN REPUBLIC, AT 679 NORTH U.S. HIGHWAY 60, 50.9 M (167.0 FT) EAST OF
 HD1494'THE CENTER OF A DRIVEWAY LEADING TO A WALL-MART PARKING LOT, A METAL
 HD1494'ROD DRIVEN TO REFUSAL AT 1.1 M AND FLUSH WITH GROUND, 28.8 M (94.5
 HD1494'FT) NORTHWEST OF THE NORTHWEST CORNER OF A BUILDING AT 679
 HD1494'U.S.HIGHWAY 60, 25.2 M (82.7 FT) SOUTH OF THE CENTERLINE OF THE
 HD1494'EASTBOUND LANES OF COUNTY ROAD 174, 1.4 M (4.6 FT) WEST OF A UTILITY
 HD1494'POLE WITH 2 GUY WIRES, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 HD1494'COUNTY ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HD1494'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1631 ***********************************************************************
 KE1631  DESIGNATION -  E 345
 KE1631  PID         -  KE1631
 KE1631  STATE/COUNTY-  MO/PLATTE
 KE1631  USGS QUAD   -  PLATTE CITY (1975)
 KE1631
 KE1631                         *CURRENT SURVEY CONTROL
 KE1631  ___________________________________________________________________
 KE1631* NAD 83(1986)-  39 18 52.     (N)    094 51 09.     (W)     SCALED    
 KE1631* NAVD 88     -       236.359  (meters)     775.45   (feet)  ADJUSTED  
 KE1631  ___________________________________________________________________
 KE1631  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KE1631  DYNAMIC HT  -         236.210 (meters)     774.97  (feet)  COMP
 KE1631  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 KE1631
 KE1631  VERT ORDER  -  FIRST     CLASS II
 KE1631
 KE1631.The horizontal coordinates were scaled from a topographic map and have
 KE1631.an estimated accuracy of +/- 6 seconds.
 KE1631
 KE1631.The orthometric height was determined by differential leveling
 KE1631.and adjusted by the National Geodetic Survey in June 1991..
 KE1631
 KE1631.The geoid height was determined by GEOID03.
 KE1631
 KE1631.The dynamic height is computed by dividing the NAVD 88
 KE1631.geopotential number by the normal gravity value computed on the
 KE1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1631.degrees latitude (g = 980.6199 gals.).
 KE1631
 KE1631.The modeled gravity was interpolated from observed gravity values.
 KE1631
 KE1631;                    North         East    Units  Estimated Accuracy
 KE1631;SPC MO W     -   349,420.      819,600.      MT  (+/- 180 meters Scaled)
 KE1631
 KE1631                          SUPERSEDED SURVEY CONTROL
 KE1631
 KE1631.No superseded survey control is available for this station.
 KE1631
 KE1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD402533(NAD 83)
 KE1631_MARKER: I = METAL ROD
 KE1631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1631_SP_SET: STAINLESS STEEL ROD
 KE1631_STAMPING: E 345 1989
 KE1631_MARK LOGO: NGS   
 KE1631_PROJECTION: FLUSH
 KE1631_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1631+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1631_ROD/PIPE-DEPTH: 16.8 meters
 KE1631
 KE1631  HISTORY     - Date     Condition        Report By
 KE1631  HISTORY     - 1989     MONUMENTED       NGS
 KE1631
 KE1631                          STATION DESCRIPTION
 KE1631
 KE1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1631'4.3 KM (2.65 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM ITS JUNCTION
 KE1631'WITH MAIN STREET IN FARLEY, 31.0 M (101.7 FT) WEST OF THE CENTERLINE
 KE1631'OF THE HIGHWAY, 6.9 M (22.6 FT) WEST OF THE NEAR RAIL OF THE
 KE1631'BURLINGTON NORTHERN RAILROAD (EAST TRACK), 4.0 M (13.1 FT) EAST OF
 KE1631'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD (WEST TRACK), 1.4 M
 KE1631'(4.6 FT) SOUTH OF A UTILITY POLE, 0.3 M (1.0 FT) NORTH OF A WITNESS
 KE1631'POST, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE RAILROAD TRACKS.
 KE1631'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1425 ***********************************************************************
 HD1425  DESIGNATION -  E 346
 HD1425  PID         -  HD1425
 HD1425  STATE/COUNTY-  MO/WRIGHT
 HD1425  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD1425
 HD1425                         *CURRENT SURVEY CONTROL
 HD1425  ___________________________________________________________________
 HD1425* NAD 83(1986)-  37 08 01.     (N)    092 18 05.     (W)     SCALED    
 HD1425* NAVD 88     -       452.419  (meters)    1484.31   (feet)  ADJUSTED  
 HD1425  ___________________________________________________________________
 HD1425  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HD1425  DYNAMIC HT  -         452.044 (meters)    1483.08  (feet)  COMP
 HD1425  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 HD1425
 HD1425  VERT ORDER  -  FIRST     CLASS II
 HD1425
 HD1425.The horizontal coordinates were scaled from a topographic map and have
 HD1425.an estimated accuracy of +/- 6 seconds.
 HD1425
 HD1425.The orthometric height was determined by differential leveling
 HD1425.and adjusted by the National Geodetic Survey in June 1991..
 HD1425
 HD1425.The geoid height was determined by GEOID03.
 HD1425
 HD1425.The dynamic height is computed by dividing the NAVD 88
 HD1425.geopotential number by the normal gravity value computed on the
 HD1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1425.degrees latitude (g = 980.6199 gals.).
 HD1425
 HD1425.The modeled gravity was interpolated from observed gravity values.
 HD1425
 HD1425;                    North         East    Units  Estimated Accuracy
 HD1425;SPC MO C     -   144,300.      517,650.      MT  (+/- 180 meters Scaled)
 HD1425
 HD1425                          SUPERSEDED SURVEY CONTROL
 HD1425
 HD1425  NGVD 29 (10/05/93)  452.248  (m)         1483.75   (f) ADJUSTED    1 2
 HD1425
 HD1425.Superseded values are not recommended for survey control.
 HD1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1425.See file dsdata.txt to determine how the superseded data were derived.
 HD1425
 HD1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB620099(NAD 83)
 HD1425_MARKER: DV = VERTICAL CONTROL DISK
 HD1425_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HD1425_SP_SET: PIER
 HD1425_STAMPING: E 346 1989
 HD1425_MARK LOGO: NGS   
 HD1425_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1425+STABILITY: POSITION/ELEVATION WELL
 HD1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1425+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1425
 HD1425  HISTORY     - Date     Condition        Report By
 HD1425  HISTORY     - 1989     MONUMENTED       NGS
 HD1425
 HD1425                          STATION DESCRIPTION
 HD1425
 HD1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1425'3.5 KM (2.15 MI) WESTERLY ALONG U.S. HIGHWAY 60 BUSINESS FROM ITS
 HD1425'JUNCTION WITH STATE HIGHWAY 95 IN MOUNTAIN GROVE, SET VERTICALLY IN
 HD1425'THE EAST FACE OF THE MOST WESTERLY 1 OF 3 COLUMNS OF THE CENTER PIER
 HD1425'OF A HIGHWAY OVERPASS OF U.S. HIGHWAY 60, 5.3 M (17.4 FT) WEST OF
 HD1425'THE CENTER OF THE OVERPASS, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF
 HD1425'U.S. HIGHWAY 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1450 ***********************************************************************
 HD1450  DESIGNATION -  E 347
 HD1450  PID         -  HD1450
 HD1450  STATE/COUNTY-  MO/WEBSTER
 HD1450  USGS QUAD   -  SEYMOUR (1982)
 HD1450
 HD1450                         *CURRENT SURVEY CONTROL
 HD1450  ___________________________________________________________________
 HD1450* NAD 83(1986)-  37 08 58.     (N)    092 45 31.     (W)     SCALED    
 HD1450* NAVD 88     -       500.018  (meters)    1640.48   (feet)  ADJUSTED  
 HD1450  ___________________________________________________________________
 HD1450  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HD1450  DYNAMIC HT  -         499.610 (meters)    1639.14  (feet)  COMP
 HD1450  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 HD1450
 HD1450  VERT ORDER  -  FIRST     CLASS II
 HD1450
 HD1450.The horizontal coordinates were scaled from a topographic map and have
 HD1450.an estimated accuracy of +/- 6 seconds.
 HD1450
 HD1450.The orthometric height was determined by differential leveling
 HD1450.and adjusted by the National Geodetic Survey in June 1991..
 HD1450
 HD1450.The geoid height was determined by GEOID03.
 HD1450
 HD1450.The dynamic height is computed by dividing the NAVD 88
 HD1450.geopotential number by the normal gravity value computed on the
 HD1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1450.degrees latitude (g = 980.6199 gals.).
 HD1450
 HD1450.The modeled gravity was interpolated from observed gravity values.
 HD1450
 HD1450;                    North         East    Units  Estimated Accuracy
 HD1450;SPC MO C     -   146,070.      477,030.      MT  (+/- 180 meters Scaled)
 HD1450
 HD1450                          SUPERSEDED SURVEY CONTROL
 HD1450
 HD1450  NGVD 29 (10/05/93)  499.856  (m)         1639.94   (f) ADJUSTED    1 2
 HD1450
 HD1450.Superseded values are not recommended for survey control.
 HD1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1450.See file dsdata.txt to determine how the superseded data were derived.
 HD1450
 HD1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB214114(NAD 83)
 HD1450_MARKER: I = METAL ROD
 HD1450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1450_SP_SET: STAINLESS STEEL ROD
 HD1450_STAMPING: E 347 1989
 HD1450_MARK LOGO: NGS   
 HD1450_PROJECTION: FLUSH
 HD1450_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1450+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1450_ROD/PIPE-DEPTH: 3.8  meters
 HD1450
 HD1450  HISTORY     - Date     Condition        Report By
 HD1450  HISTORY     - 1989     MONUMENTED       NGS
 HD1450
 HD1450                          STATION DESCRIPTION
 HD1450
 HD1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1450'0.7 KM (0.45 MI) EASTERLY ALONG CLINTON AVENUE FROM ITS JUNCTION WITH
 HD1450'CORDIA STREET IN SEYMOUR, 19.1 M (62.7 FT) SOUTHEAST OF THE SOUTHEAST
 HD1450'CORNER OF A FENCE AROUND A BASEBALL FIELD AND SCHOOL YARD, 10.9 M
 HD1450'(35.8 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 1.8 M (5.9 FT) NORTH
 HD1450'OF A FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE AVENUE, AND
 HD1450'0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 HD1450'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0964 ***********************************************************************
 GF0964  DESIGNATION -  E 348
 GF0964  PID         -  GF0964
 GF0964  STATE/COUNTY-  MO/LAWRENCE
 GF0964  USGS QUAD   -  VERONA (1972)
 GF0964
 GF0964                         *CURRENT SURVEY CONTROL
 GF0964  ___________________________________________________________________
 GF0964* NAD 83(1986)-  36 55 56.     (N)    093 49 38.     (W)     SCALED    
 GF0964* NAVD 88     -       422.414  (meters)    1385.87   (feet)  ADJUSTED  
 GF0964  ___________________________________________________________________
 GF0964  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GF0964  DYNAMIC HT  -         422.058 (meters)    1384.70  (feet)  COMP
 GF0964  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 GF0964
 GF0964  VERT ORDER  -  FIRST     CLASS II
 GF0964
 GF0964.The horizontal coordinates were scaled from a topographic map and have
 GF0964.an estimated accuracy of +/- 6 seconds.
 GF0964
 GF0964.The orthometric height was determined by differential leveling
 GF0964.and adjusted by the National Geodetic Survey in June 1991..
 GF0964
 GF0964.The geoid height was determined by GEOID03.
 GF0964
 GF0964.The dynamic height is computed by dividing the NAVD 88
 GF0964.geopotential number by the normal gravity value computed on the
 GF0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0964.degrees latitude (g = 980.6199 gals.).
 GF0964
 GF0964.The modeled gravity was interpolated from observed gravity values.
 GF0964
 GF0964;                    North         East    Units  Estimated Accuracy
 GF0964;SPC MO W     -    85,160.      909,940.      MT  (+/- 180 meters Scaled)
 GF0964
 GF0964                          SUPERSEDED SURVEY CONTROL
 GF0964
 GF0964  NGVD 29 (10/05/93)  422.249  (m)         1385.33   (f) ADJUSTED    1 2
 GF0964
 GF0964.Superseded values are not recommended for survey control.
 GF0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0964.See file dsdata.txt to determine how the superseded data were derived.
 GF0964
 GF0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA263876(NAD 83)
 GF0964_MARKER: I = METAL ROD
 GF0964_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GF0964_SP_SET: STAINLESS STEEL ROD
 GF0964_STAMPING: E 348 1989
 GF0964_MARK LOGO: NGS   
 GF0964_PROJECTION: FLUSH
 GF0964_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0964+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0964_ROD/PIPE-DEPTH: 6.4  meters
 GF0964
 GF0964  HISTORY     - Date     Condition        Report By
 GF0964  HISTORY     - 1989     MONUMENTED       NGS
 GF0964
 GF0964                          STATION DESCRIPTION
 GF0964
 GF0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0964'8.7 KM (5.40 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 GF0964'WITH KYLER STREET IN MONETT, 53.3 M (174.9 FT) SOUTHEAST OF THE
 GF0964'CENTERLINE OF THE HIGHWAY, 24.3 M (79.7 FT) EAST OF THE CENTER OF A
 GF0964'PAVED ROAD LEADING SOUTH, 14.6 M (47.9 FT) EAST OF A FENCE CORNER,
 GF0964'3.7 M (12.1 FT) ABOVE THE LEVEL OF THE PAVED ROAD, AND 0.3 M (1.0 FT)
 GF0964'NORTH-NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM
 GF0964'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0978 ***********************************************************************
 GF0978  DESIGNATION -  E 349
 GF0978  PID         -  GF0978
 GF0978  STATE/COUNTY-  MO/BARRY
 GF0978  USGS QUAD   -  SELIGMAN (1974)
 GF0978
 GF0978                         *CURRENT SURVEY CONTROL
 GF0978  ___________________________________________________________________
 GF0978* NAD 83(1986)-  36 34 44.     (N)    093 57 53.     (W)     SCALED    
 GF0978* NAVD 88     -       458.337  (meters)    1503.73   (feet)  ADJUSTED  
 GF0978  ___________________________________________________________________
 GF0978  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GF0978  DYNAMIC HT  -         457.935 (meters)    1502.41  (feet)  COMP
 GF0978  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 GF0978
 GF0978  VERT ORDER  -  FIRST     CLASS II
 GF0978
 GF0978.The horizontal coordinates were scaled from a topographic map and have
 GF0978.an estimated accuracy of +/- 6 seconds.
 GF0978
 GF0978.The orthometric height was determined by differential leveling
 GF0978.and adjusted by the National Geodetic Survey in June 1991..
 GF0978
 GF0978.The geoid height was determined by GEOID03.
 GF0978
 GF0978.The dynamic height is computed by dividing the NAVD 88
 GF0978.geopotential number by the normal gravity value computed on the
 GF0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0978.degrees latitude (g = 980.6199 gals.).
 GF0978
 GF0978.The modeled gravity was interpolated from observed gravity values.
 GF0978
 GF0978;                    North         East    Units  Estimated Accuracy
 GF0978;SPC MO W     -    45,870.      897,910.      MT  (+/- 180 meters Scaled)
 GF0978
 GF0978                          SUPERSEDED SURVEY CONTROL
 GF0978
 GF0978  NGVD 29 (10/05/93)  458.172  (m)         1503.19   (f) ADJUSTED    1 2
 GF0978
 GF0978.Superseded values are not recommended for survey control.
 GF0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0978.See file dsdata.txt to determine how the superseded data were derived.
 GF0978
 GF0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA136485(NAD 83)
 GF0978_MARKER: DV = VERTICAL CONTROL DISK
 GF0978_SETTING: 66 = SET IN ROCK OUTCROP
 GF0978_SP_SET: IN A DRILL HOLE IN BEDROCK
 GF0978_STAMPING: E 349 1989
 GF0978_MARK LOGO: NGS   
 GF0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0978+STABILITY: POSITION/ELEVATION WELL
 GF0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0978+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2002
 GF0978
 GF0978  HISTORY     - Date     Condition        Report By
 GF0978  HISTORY     - 1989     MONUMENTED       NGS
 GF0978  HISTORY     - 20021114 GOOD             GEOCAC
 GF0978
 GF0978                          STATION DESCRIPTION
 GF0978
 GF0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0978'1.30 KM (0.80 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 GF0978'WITH STATE HIGHWAY 90 IN WASHBURN, IN A 2 BY 10 FOOT EXPOSED AREA OF
 GF0978'BEDROCK, 37.7 M (123.7 FT) EAST OF UTILITY POLE NUMBER 2 24-1 WITH A
 GF0978'TRANSFORMER, 9.1 M (29.9 FT) NORTHWEST OF A UTILITY POLE, 8.9 M (29.2
 GF0978'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.6 M (24.9 FT) WEST
 GF0978'OF A WITNESS POST AND FENCE, AND LEVEL WITH THE HIGHWAY.
 GF0978
 GF0978                          STATION RECOVERY (2002)
 GF0978
 GF0978'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1304 ***********************************************************************
 JD1304  DESIGNATION -  E 35
 JD1304  PID         -  JD1304
 JD1304  STATE/COUNTY-  MO/BENTON
 JD1304  USGS QUAD   -  FRISTOE (1982)
 JD1304
 JD1304                         *CURRENT SURVEY CONTROL
 JD1304  ___________________________________________________________________
 JD1304* NAD 83(1986)-  38 05 03.     (N)    093 17 09.     (W)     SCALED    
 JD1304* NAVD 88     -       300.319  (meters)     985.30   (feet)  ADJUSTED  
 JD1304  ___________________________________________________________________
 JD1304  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JD1304  DYNAMIC HT  -         300.102 (meters)     984.58  (feet)  COMP
 JD1304  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 JD1304
 JD1304  VERT ORDER  -  SECOND    CLASS 0
 JD1304
 JD1304.The horizontal coordinates were scaled from a topographic map and have
 JD1304.an estimated accuracy of +/- 6 seconds.
 JD1304
 JD1304.The orthometric height was determined by differential leveling
 JD1304.and adjusted by the National Geodetic Survey in June 1991..
 JD1304
 JD1304.The geoid height was determined by GEOID03.
 JD1304
 JD1304.The dynamic height is computed by dividing the NAVD 88
 JD1304.geopotential number by the normal gravity value computed on the
 JD1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1304.degrees latitude (g = 980.6199 gals.).
 JD1304
 JD1304.The modeled gravity was interpolated from observed gravity values.
 JD1304
 JD1304;                    North         East    Units  Estimated Accuracy
 JD1304;SPC MO C     -   250,070.      431,060.      MT  (+/- 180 meters Scaled)
 JD1304
 JD1304                          SUPERSEDED SURVEY CONTROL
 JD1304
 JD1304  NGVD 29 (??/??/92)  300.204  (m)          984.92   (f) ADJ UNCH    2 0
 JD1304
 JD1304.Superseded values are not recommended for survey control.
 JD1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1304.See file dsdata.txt to determine how the superseded data were derived.
 JD1304
 JD1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC749151(NAD 83)
 JD1304_MARKER: DB = BENCH MARK DISK
 JD1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1304_STAMPING: E 35 1934
 JD1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1304+STABILITY: SURFACE MOTION
 JD1304
 JD1304  HISTORY     - Date     Condition        Report By
 JD1304  HISTORY     - 1934     MONUMENTED       CGS
 JD1304
 JD1304                          STATION DESCRIPTION
 JD1304
 JD1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JD1304'2.4 MI S FROM FRISTOE.
 JD1304'2.4 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM FRISTOE, BENTON
 JD1304'COUNTY, AT A ROAD INTERSECTION, 36.8 FEET SOUTH OF THE CENTERLINE
 JD1304'OF THE CROSS ROAD, 38.2 FEET WEST OF THE CENTERLINE OF THE
 JD1304'HIGHWAY, AND 21 FEET SOUTH OF POLE 193.  A STANDARD DISK, STAMPED
 JD1304'E 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1126 ***********************************************************************
 GE1126  DESIGNATION -  E 350
 GE1126  PID         -  GE1126
 GE1126  STATE/COUNTY-  MO/HOWELL
 GE1126  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE1126
 GE1126                         *CURRENT SURVEY CONTROL
 GE1126  ___________________________________________________________________
 GE1126* NAD 83(1986)-  36 56 36.     (N)    091 56 04.     (W)     SCALED    
 GE1126* NAVD 88     -       392.396  (meters)    1287.39   (feet)  ADJUSTED  
 GE1126  ___________________________________________________________________
 GE1126  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 GE1126  DYNAMIC HT  -         392.065 (meters)    1286.30  (feet)  COMP
 GE1126  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 GE1126
 GE1126  VERT ORDER  -  FIRST     CLASS II
 GE1126
 GE1126.The horizontal coordinates were scaled from a topographic map and have
 GE1126.an estimated accuracy of +/- 6 seconds.
 GE1126
 GE1126.The orthometric height was determined by differential leveling
 GE1126.and adjusted by the National Geodetic Survey in June 1991..
 GE1126
 GE1126.The geoid height was determined by GEOID03.
 GE1126
 GE1126.The dynamic height is computed by dividing the NAVD 88
 GE1126.geopotential number by the normal gravity value computed on the
 GE1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1126.degrees latitude (g = 980.6199 gals.).
 GE1126
 GE1126.The modeled gravity was interpolated from observed gravity values.
 GE1126
 GE1126;                    North         East    Units  Estimated Accuracy
 GE1126;SPC MO C     -   123,310.      550,380.      MT  (+/- 180 meters Scaled)
 GE1126
 GE1126                          SUPERSEDED SURVEY CONTROL
 GE1126
 GE1126  NGVD 29 (10/05/93)  392.228  (m)         1286.83   (f) ADJUSTED    1 2
 GE1126
 GE1126.Superseded values are not recommended for survey control.
 GE1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1126.See file dsdata.txt to determine how the superseded data were derived.
 GE1126
 GE1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA948891(NAD 83)
 GE1126_MARKER: I = METAL ROD
 GE1126_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1126+WITH SETTING: INFORMATION.
 GE1126_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1126_STAMPING: E 350 1990
 GE1126_MARK LOGO: NGS   
 GE1126_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1126+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 GE1126
 GE1126  HISTORY     - Date     Condition        Report By
 GE1126  HISTORY     - 1990     MONUMENTED       NGS
 GE1126  HISTORY     - 19990927 GOOD             MODNR
 GE1126  HISTORY     - 20060322 GOOD             MODNR
 GE1126
 GE1126                          STATION DESCRIPTION
 GE1126
 GE1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1126'7.1 KM (4.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1126'STATE HIGHWAY 137 IN WILLOW SPRINGS, 24.1 M (79.1 FT) WEST OF THE
 GE1126'HIGHWAY CENTERLINE, 8.9 M (29.2 FT) WEST OF A FENCE CORNER, 7.5 M
 GE1126'(24.6 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF COUNTY ROAD 550,
 GE1126'1.7 M (5.6 FT) WEST OF A UTILITY POLE, AND 0.4 M (1.3 FT) NORTH OF A
 GE1126'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GE1126'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 1.0
 GE1126'METERS AND PROJECTS .05 CM.
 GE1126
 GE1126                          STATION RECOVERY (1999)
 GE1126
 GE1126'RECOVERY NOTE BY MO DEPT OF NAT RES 1999 (BDC)
 GE1126'RECOVERED IN GOOD CONDITION.
 GE1126
 GE1126                          STATION RECOVERY (2006)
 GE1126
 GE1126'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1150 ***********************************************************************
 GE1150  DESIGNATION -  E 351
 GE1150  PID         -  GE1150
 GE1150  STATE/COUNTY-  MO/HOWELL
 GE1150  USGS QUAD   -  BRANDSVILLE (1986)
 GE1150
 GE1150                         *CURRENT SURVEY CONTROL
 GE1150  ___________________________________________________________________
 GE1150* NAD 83(1986)-  36 39 39.     (N)    091 42 54.     (W)     SCALED    
 GE1150* NAVD 88     -       298.373  (meters)     978.91   (feet)  ADJUSTED  
 GE1150  ___________________________________________________________________
 GE1150  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GE1150  DYNAMIC HT  -         298.125 (meters)     978.10  (feet)  COMP
 GE1150  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 GE1150
 GE1150  VERT ORDER  -  FIRST     CLASS II
 GE1150
 GE1150.The horizontal coordinates were scaled from a topographic map and have
 GE1150.an estimated accuracy of +/- 6 seconds.
 GE1150
 GE1150.The orthometric height was determined by differential leveling
 GE1150.and adjusted by the National Geodetic Survey in June 1991..
 GE1150
 GE1150.The geoid height was determined by GEOID03.
 GE1150
 GE1150.The dynamic height is computed by dividing the NAVD 88
 GE1150.geopotential number by the normal gravity value computed on the
 GE1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1150.degrees latitude (g = 980.6199 gals.).
 GE1150
 GE1150.The modeled gravity was interpolated from observed gravity values.
 GE1150
 GE1150;                    North         East    Units  Estimated Accuracy
 GE1150;SPC MO C     -    92,100.      570,180.      MT  (+/- 180 meters Scaled)
 GE1150
 GE1150                          SUPERSEDED SURVEY CONTROL
 GE1150
 GE1150  NGVD 29 (10/05/93)  298.229  (m)          978.44   (f) ADJUSTED    1 2
 GE1150
 GE1150.Superseded values are not recommended for survey control.
 GE1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1150.See file dsdata.txt to determine how the superseded data were derived.
 GE1150
 GE1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA148580(NAD 83)
 GE1150_MARKER: I = METAL ROD
 GE1150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1150_SP_SET: STAINLESS STEEL ROD
 GE1150_STAMPING: E 351 1990
 GE1150_MARK LOGO: NGS   
 GE1150_PROJECTION: PROJECTING 2 CENTIMETERS
 GE1150_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1150+STABILITY: POSITION/ELEVATION WELL
 GE1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1150+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 GE1150_ROD/PIPE-DEPTH: 9.6  meters
 GE1150
 GE1150  HISTORY     - Date     Condition        Report By
 GE1150  HISTORY     - 1990     MONUMENTED       NGS
 GE1150  HISTORY     - 20060207 GOOD             MODNR
 GE1150
 GE1150                          STATION DESCRIPTION
 GE1150
 GE1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1150'2.5 KM (1.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 63 FROM THE
 GE1150'JUNCTION OF STATE HIGHWAY VV IN BRANDSVILLE, 50.5 M (165.7 FT)
 GE1150'NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 884, 37.9 M (124.3 FT)
 GE1150'WEST OF THE WEST CORNER OF A HIGHWAY BRIDGE, 29.1 M (95.5 FT)
 GE1150'SOUTHWEST OF TELEPHONE PEDESTAL NUMBER 4Y 9, 18.8 M (61.7 FT)
 GE1150'NORTHWEST OF THE HIGHWAY CENTERLINE, 4.6 M (15.1 FT) BELOW THE LEVEL
 GE1150'OF THE HIGHWAY, 1.7 M (5.6 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY
 GE1150'WIRE, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO
 GE1150'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GE1150
 GE1150                          STATION RECOVERY (2006)
 GE1150
 GE1150'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1150'THE AUTONOMOUS HAD HELD POSITIONS IS LAT 36 39 39.3 LONG 91 42 54.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0902 ***********************************************************************
 JC0902  DESIGNATION -  E 36
 JC0902  PID         -  JC0902
 JC0902  STATE/COUNTY-  MO/MARIES
 JC0902  USGS QUAD   -  PAYDOWN (1981)
 JC0902
 JC0902                         *CURRENT SURVEY CONTROL
 JC0902  ___________________________________________________________________
 JC0902* NAD 83(1986)-  38 08 27.     (N)    091 49 11.     (W)     SCALED    
 JC0902* NAVD 88     -       284.372  (meters)     932.98   (feet)  ADJUSTED  
 JC0902  ___________________________________________________________________
 JC0902  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JC0902  DYNAMIC HT  -         284.171 (meters)     932.32  (feet)  COMP
 JC0902  MODELED GRAV-     979,912.8   (mgal)                       NAVD 88
 JC0902
 JC0902  VERT ORDER  -  FIRST     CLASS II
 JC0902
 JC0902.The horizontal coordinates were scaled from a topographic map and have
 JC0902.an estimated accuracy of +/- 6 seconds.
 JC0902
 JC0902.The orthometric height was determined by differential leveling
 JC0902.and adjusted by the National Geodetic Survey in June 1991..
 JC0902.WARNING-Repeat measurements at this control monument indicate possible
 JC0902.vertical movement.
 JC0902
 JC0902.The geoid height was determined by GEOID03.
 JC0902
 JC0902.The dynamic height is computed by dividing the NAVD 88
 JC0902.geopotential number by the normal gravity value computed on the
 JC0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0902.degrees latitude (g = 980.6199 gals.).
 JC0902
 JC0902.The modeled gravity was interpolated from observed gravity values.
 JC0902
 JC0902;                    North         East    Units  Estimated Accuracy
 JC0902;SPC MO C     -   256,280.      559,630.      MT  (+/- 180 meters Scaled)
 JC0902
 JC0902                          SUPERSEDED SURVEY CONTROL
 JC0902
 JC0902  NGVD 29 (??/??/92)  284.345  (m)          932.89   (f) ADJ UNCH    1 2
 JC0902
 JC0902.Superseded values are not recommended for survey control.
 JC0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0902.See file dsdata.txt to determine how the superseded data were derived.
 JC0902
 JC0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC034220(NAD 83)
 JC0902_MARKER: DB = BENCH MARK DISK
 JC0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0902_SP_SET: CONCRETE POST
 JC0902_STAMPING: E 36 1934
 JC0902_MARK LOGO: CGS   
 JC0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0902+STABILITY: SURFACE MOTION
 JC0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0902+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JC0902
 JC0902  HISTORY     - Date     Condition        Report By
 JC0902  HISTORY     - 1934     MONUMENTED       CGS
 JC0902  HISTORY     - 1950     GOOD             NGS
 JC0902  HISTORY     - 1971     GOOD             NGS
 JC0902  HISTORY     - 19890718 GOOD             NGS
 JC0902  HISTORY     - 20050317 GOOD             MODNR
 JC0902
 JC0902                          STATION DESCRIPTION
 JC0902
 JC0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0902'4.4 MI NW FROM VICHY.
 JC0902'4.4 MILES NORTHWEST ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT
 JC0902'VICHY, ON THE OUTSIDE OF A LONG CURVE, 61 FEET SOUTH OF TELEPHONE
 JC0902'POLE 1282, 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 69
 JC0902'FEET SOUTHEAST OF A CORNER FENCE POST, 12 FEET EAST OF A GUY POLE
 JC0902'FOR TELEPHONE POLE 1282, 1.6 FEET WEST OF A REFERENCE POST, AND
 JC0902'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 JC0902'GROUND.
 JC0902
 JC0902                          STATION RECOVERY (1971)
 JC0902
 JC0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JC0902'RECOVERED IN GOOD CONDITION.
 JC0902
 JC0902                          STATION RECOVERY (1989)
 JC0902
 JC0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0902'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.0 KM
 JC0902'(7.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 JC0902'STATE HIGHWAY 42 IN VIENNA, THENCE 0.9 KM (0.55 MI) NORTHEASTERLY
 JC0902'ALONG A PAVED ROAD, THENCE 3.2 KM (2.0 MI) EASTERLY ALONG OLD U.S.
 JC0902'HIGHWAY 63, ON THE OUTSIDE OF A LONG CURVE, 69.5 M (228.0 FT) EAST OF
 JC0902'THE EXTENDED CENTER OF A DRIVEWAY, 9.8 M (32.2 FT) SOUTH OF THE
 JC0902'CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST,
 JC0902'LEVEL WITH THE HIGHWAY, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.12
 JC0902'M (0.4 FT) ABOVE THE GROUND SURFACE.
 JC0902
 JC0902                          STATION RECOVERY (2005)
 JC0902
 JC0902'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW)
 JC0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0146 ***********************************************************************
 JD0146  DESIGNATION -  E 37
 JD0146  PID         -  JD0146
 JD0146  STATE/COUNTY-  MO/COLE
 JD0146  USGS QUAD   -  OSAGE CITY (1981)
 JD0146
 JD0146                         *CURRENT SURVEY CONTROL
 JD0146  ___________________________________________________________________
 JD0146* NAD 83(1986)-  38 33 05.     (N)    092 01 58.     (W)     SCALED    
 JD0146* NAVD 88     -       182.255  (meters)     597.95   (feet)  ADJUSTED  
 JD0146  ___________________________________________________________________
 JD0146  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JD0146  DYNAMIC HT  -         182.132 (meters)     597.54  (feet)  COMP
 JD0146  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 JD0146
 JD0146  VERT ORDER  -  FIRST     CLASS II
 JD0146
 JD0146.The horizontal coordinates were scaled from a topographic map and have
 JD0146.an estimated accuracy of +/- 6 seconds.
 JD0146
 JD0146.The orthometric height was determined by differential leveling
 JD0146.and adjusted by the National Geodetic Survey in June 1991..
 JD0146
 JD0146.The geoid height was determined by GEOID03.
 JD0146
 JD0146.The dynamic height is computed by dividing the NAVD 88
 JD0146.geopotential number by the normal gravity value computed on the
 JD0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0146.degrees latitude (g = 980.6199 gals.).
 JD0146
 JD0146.The modeled gravity was interpolated from observed gravity values.
 JD0146
 JD0146;                    North         East    Units  Estimated Accuracy
 JD0146;SPC MO C     -   301,740.      540,730.      MT  (+/- 180 meters Scaled)
 JD0146
 JD0146                          SUPERSEDED SURVEY CONTROL
 JD0146
 JD0146  NGVD 29 (??/??/92)  182.230  (m)          597.87   (f) ADJ UNCH    1 2
 JD0146
 JD0146.Superseded values are not recommended for survey control.
 JD0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0146.See file dsdata.txt to determine how the superseded data were derived.
 JD0146
 JD0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC842674(NAD 83)
 JD0146_MARKER: DB = BENCH MARK DISK
 JD0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0146_STAMPING: E 37 1934
 JD0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0146+STABILITY: SURFACE MOTION
 JD0146
 JD0146  HISTORY     - Date     Condition        Report By
 JD0146  HISTORY     - 1934     MONUMENTED       CGS
 JD0146  HISTORY     - 1946     GOOD             NGS
 JD0146
 JD0146                          STATION DESCRIPTION
 JD0146
 JD0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0146'NEAR OSAGE CITY.
 JD0146'AT THE WEST EDGE OF OSAGE CITY, COLE COUNTY, ON THE COUNTY ROAD
 JD0146'LEADING TO SCHUBERT, 150 FEET WEST OF THE FIRST NORTH-AND-SOUTH
 JD0146'STREET, 31 FEET EAST OF A 24-INCH BLACK WALNUT TREE, 23 FEET
 JD0146'NORTH OF THE CENTERLINE OF THE COUNTY ROAD, IN FRONT OF A STONE
 JD0146'HOUSE, AND 1 FOOT SOUTH OF THE FRONT-YARD FENCE.  A STANDARD
 JD0146'DISK, STAMPED E 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0571 ***********************************************************************
 GF0571  DESIGNATION -  E 4
 GF0571  PID         -  GF0571
 GF0571  STATE/COUNTY-  MO/LAWRENCE
 GF0571  USGS QUAD   -  VERONA (1972)
 GF0571
 GF0571                         *CURRENT SURVEY CONTROL
 GF0571  ___________________________________________________________________
 GF0571* NAD 83(1986)-  36 55 39.     (N)    093 51 34.     (W)     SCALED    
 GF0571* NAVD 88     -       431.688  (meters)    1416.30   (feet)  ADJUSTED  
 GF0571  ___________________________________________________________________
 GF0571  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GF0571  DYNAMIC HT  -         431.325 (meters)    1415.11  (feet)  COMP
 GF0571  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GF0571
 GF0571  VERT ORDER  -  FIRST     CLASS II
 GF0571
 GF0571.The horizontal coordinates were scaled from a topographic map and have
 GF0571.an estimated accuracy of +/- 6 seconds.
 GF0571
 GF0571.The orthometric height was determined by differential leveling
 GF0571.and adjusted by the National Geodetic Survey in June 1991..
 GF0571
 GF0571.The geoid height was determined by GEOID03.
 GF0571
 GF0571.The dynamic height is computed by dividing the NAVD 88
 GF0571.geopotential number by the normal gravity value computed on the
 GF0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0571.degrees latitude (g = 980.6199 gals.).
 GF0571
 GF0571.The modeled gravity was interpolated from observed gravity values.
 GF0571
 GF0571;                    North         East    Units  Estimated Accuracy
 GF0571;SPC MO W     -    84,620.      907,070.      MT  (+/- 180 meters Scaled)
 GF0571
 GF0571                          SUPERSEDED SURVEY CONTROL
 GF0571
 GF0571  NGVD 29 (??/??/92)  431.514  (m)         1415.73   (f) ADJ UNCH    1 2
 GF0571
 GF0571.Superseded values are not recommended for survey control.
 GF0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0571.See file dsdata.txt to determine how the superseded data were derived.
 GF0571
 GF0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA234871(NAD 83)
 GF0571_MARKER: DB = BENCH MARK DISK
 GF0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0571_STAMPING: 1415.726 E 4 1928
 GF0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0571+STABILITY: SURFACE MOTION
 GF0571
 GF0571  HISTORY     - Date     Condition        Report By
 GF0571  HISTORY     - 1928     MONUMENTED       CGS
 GF0571  HISTORY     - 1934     GOOD             NGS
 GF0571  HISTORY     - 19891024 MARK NOT FOUND   NGS
 GF0571
 GF0571                          STATION DESCRIPTION
 GF0571
 GF0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0571'3.5 MI E FROM MONETT.
 GF0571'IN LAWRENCE COUNTY, 3-1/2 MILES EAST ALONG THE ST. LOUIS-SAN
 GF0571'FRANCISCO RAILWAY FROM MONETT, BARRY COUNTY, 90 FEET EAST OF
 GF0571'AN ELECTRIC STOP-SIGNAL POST, 42-1/2 FEET SOUTHEAST OF THE
 GF0571'CENTERLINE OF THE SOUTHEAST TRACK, 20 FEET EAST OF POLE 278-13,
 GF0571'11 FEET SOUTHEAST OF THE MAIN ROW OF POLES, ON THE NORTH SIDE
 GF0571'OF THE EAST-AND-WEST HIGHWAY ALONG THE LAWRENCE-BARRY COUNTY
 GF0571'LINE, AND 5-1/2 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
 GF0571'A STANDARD DISK, STAMPED 1415.726 E 4 1928 AND SET IN THE TOP
 GF0571'OF A CONCRETE POST FLUSH WITH THE GROUND.
 GF0571
 GF0571                          STATION RECOVERY (1989)
 GF0571
 GF0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1386 ***********************************************************************
 JD1386  DESIGNATION -  E 4 B 1
 JD1386  PID         -  JD1386
 JD1386  STATE/COUNTY-  MO/BENTON
 JD1386  USGS QUAD   -  COLE CAMP (1961)
 JD1386
 JD1386                         *CURRENT SURVEY CONTROL
 JD1386  ___________________________________________________________________
 JD1386* NAD 83(1986)-  38 28 13.     (N)    093 07 53.     (W)     SCALED    
 JD1386* NAVD 88     -       326.061  (meters)    1069.75   (feet)  ADJUSTED  
 JD1386  ___________________________________________________________________
 JD1386  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD1386  DYNAMIC HT  -         325.826 (meters)    1068.98  (feet)  COMP
 JD1386  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 JD1386
 JD1386  VERT ORDER  -  SECOND    CLASS 0
 JD1386
 JD1386.The horizontal coordinates were scaled from a topographic map and have
 JD1386.an estimated accuracy of +/- 6 seconds.
 JD1386
 JD1386.The orthometric height was determined by differential leveling
 JD1386.and adjusted by the National Geodetic Survey in June 1991..
 JD1386
 JD1386.The geoid height was determined by GEOID03.
 JD1386
 JD1386.The dynamic height is computed by dividing the NAVD 88
 JD1386.geopotential number by the normal gravity value computed on the
 JD1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1386.degrees latitude (g = 980.6199 gals.).
 JD1386
 JD1386.The modeled gravity was interpolated from observed gravity values.
 JD1386
 JD1386;                    North         East    Units  Estimated Accuracy
 JD1386;SPC MO C     -   292,820.      444,900.      MT  (+/- 180 meters Scaled)
 JD1386
 JD1386                          SUPERSEDED SURVEY CONTROL
 JD1386
 JD1386  NGVD 29 (??/??/92)  325.94   (m)         1069.4    (f) COMPUTED    2 0
 JD1386
 JD1386.Superseded values are not recommended for survey control.
 JD1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1386.See file dsdata.txt to determine how the superseded data were derived.
 JD1386
 JD1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC885580(NAD 83)
 JD1386_MARKER: DZ = AZIMUTH MARK DISK
 JD1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1386_STAMPING: E4 B1
 JD1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1386+STABILITY: SURFACE MOTION
 JD1386
 JD1386  HISTORY     - Date     Condition        Report By
 JD1386  HISTORY     - UNK      MONUMENTED       DOD
 JD1386  HISTORY     - 1963     GOOD             NGS
 JD1386
 JD1386                          STATION DESCRIPTION
 JD1386
 JD1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1386'3.8 MI E FROM COLE CAMP.
 JD1386'ABOUT 3.8 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1386'RAILROAD FROM THE STATION AT COLE CAMP, THENCE 0.25 MILE NORTH
 JD1386'ALONG A GRAVELED ROAD TO STATE HIGHWAY 52, THENCE 0.95 MILE
 JD1386'NORTHEAST ALONG COUNTY ROAD Y, THENCE ABOUT 0.2 MILE ACROSS
 JD1386'COUNTRY, IN SECTION 28, T 43 N, R 20 W, AND THE TOP SURFACE OVER
 JD1386'THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 JD1386'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1385 ***********************************************************************
 JD1385  DESIGNATION -  E 4 B 2
 JD1385  PID         -  JD1385
 JD1385  STATE/COUNTY-  MO/BENTON
 JD1385  USGS QUAD   -  COLE CAMP (1961)
 JD1385
 JD1385                         *CURRENT SURVEY CONTROL
 JD1385  ___________________________________________________________________
 JD1385* NAD 83(1986)-  38 28 22.     (N)    093 07 52.     (W)     SCALED    
 JD1385* NAVD 88     -       325.457  (meters)    1067.77   (feet)  ADJUSTED  
 JD1385  ___________________________________________________________________
 JD1385  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD1385  DYNAMIC HT  -         325.223 (meters)    1067.00  (feet)  COMP
 JD1385  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 JD1385
 JD1385  VERT ORDER  -  SECOND    CLASS 0
 JD1385
 JD1385.The horizontal coordinates were scaled from a topographic map and have
 JD1385.an estimated accuracy of +/- 6 seconds.
 JD1385
 JD1385.The orthometric height was determined by differential leveling
 JD1385.and adjusted by the National Geodetic Survey in June 1991..
 JD1385
 JD1385.The geoid height was determined by GEOID03.
 JD1385
 JD1385.The dynamic height is computed by dividing the NAVD 88
 JD1385.geopotential number by the normal gravity value computed on the
 JD1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1385.degrees latitude (g = 980.6199 gals.).
 JD1385
 JD1385.The modeled gravity was interpolated from observed gravity values.
 JD1385
 JD1385;                    North         East    Units  Estimated Accuracy
 JD1385;SPC MO C     -   293,100.      444,930.      MT  (+/- 180 meters Scaled)
 JD1385
 JD1385                          SUPERSEDED SURVEY CONTROL
 JD1385
 JD1385  NGVD 29 (??/??/92)  325.33   (m)         1067.4    (f) COMPUTED    2 0
 JD1385
 JD1385.Superseded values are not recommended for survey control.
 JD1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1385.See file dsdata.txt to determine how the superseded data were derived.
 JD1385
 JD1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC885582(NAD 83)
 JD1385_MARKER: DZ = AZIMUTH MARK DISK
 JD1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1385_STAMPING: E4 B2
 JD1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1385+STABILITY: SURFACE MOTION
 JD1385
 JD1385  HISTORY     - Date     Condition        Report By
 JD1385  HISTORY     - UNK      MONUMENTED       DOD
 JD1385  HISTORY     - 1963     GOOD             NGS
 JD1385
 JD1385                          STATION DESCRIPTION
 JD1385
 JD1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1385'3.8 MI E FROM COLE CAMP.
 JD1385'ABOUT 3.8 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1385'RAILROAD FROM THE STATION AT COLE CAMP, THENCE 0.25 MILE NORTH
 JD1385'ALONG A GRAVELED ROAD TO STATE HIGHWAY 52, THENCE 1.15 MILES
 JD1385'NORTHEAST ALONG COUNTY ROAD Y, THENCE 0.2 MILE ACROSS COUNTRY,
 JD1385'IN SECTION 21, T 43 N, R 20 W, ABOUT 100 YARDS SOUTH OF AN
 JD1385'EAST-WEST FENCE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 JD1385'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD1385'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1388 ***********************************************************************
 JD1388  DESIGNATION -  E 4 Z
 JD1388  PID         -  JD1388
 JD1388  STATE/COUNTY-  MO/BENTON
 JD1388  USGS QUAD   -  COLE CAMP (1961)
 JD1388
 JD1388                         *CURRENT SURVEY CONTROL
 JD1388  ___________________________________________________________________
 JD1388* NAD 83(1986)-  38 28 07.     (N)    093 07 59.     (W)     SCALED    
 JD1388* NAVD 88     -       330.558  (meters)    1084.51   (feet)  ADJUSTED  
 JD1388  ___________________________________________________________________
 JD1388  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD1388  DYNAMIC HT  -         330.320 (meters)    1083.72  (feet)  COMP
 JD1388  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 JD1388
 JD1388  VERT ORDER  -  SECOND    CLASS 0
 JD1388
 JD1388.The horizontal coordinates were scaled from a topographic map and have
 JD1388.an estimated accuracy of +/- 6 seconds.
 JD1388
 JD1388.The orthometric height was determined by differential leveling
 JD1388.and adjusted by the National Geodetic Survey in June 1991..
 JD1388
 JD1388.The geoid height was determined by GEOID03.
 JD1388
 JD1388.The dynamic height is computed by dividing the NAVD 88
 JD1388.geopotential number by the normal gravity value computed on the
 JD1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1388.degrees latitude (g = 980.6199 gals.).
 JD1388
 JD1388.The modeled gravity was interpolated from observed gravity values.
 JD1388
 JD1388;                    North         East    Units  Estimated Accuracy
 JD1388;SPC MO C     -   292,640.      444,760.      MT  (+/- 180 meters Scaled)
 JD1388
 JD1388                          SUPERSEDED SURVEY CONTROL
 JD1388
 JD1388  NGVD 29 (??/??/92)  330.43   (m)         1084.1    (f) COMPUTED    2 0
 JD1388
 JD1388.Superseded values are not recommended for survey control.
 JD1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1388.See file dsdata.txt to determine how the superseded data were derived.
 JD1388
 JD1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC883578(NAD 83)
 JD1388_MARKER: DS = TRIANGULATION STATION DISK
 JD1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1388_STAMPING: E 4 Z 1963
 JD1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1388+STABILITY: SURFACE MOTION
 JD1388
 JD1388  HISTORY     - Date     Condition        Report By
 JD1388  HISTORY     - 1963     MONUMENTED       CGS
 JD1388
 JD1388                          STATION DESCRIPTION
 JD1388
 JD1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1388'4.8 MI E FROM COLE CAMP.
 JD1388'ABOUT 3.8 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1388'RAILROAD FROM THE STATION AT COLE CAMP, THENCE 0.25 MILE NORTH
 JD1388'ALONG A GRAVELED ROAD TO STATE HIGHWAY 52, THENCE 0.8 MILE
 JD1388'NORTHEAST ALONG COUNTY ROAD Y, IN SECTION 28, T 43 N, R 20 W,
 JD1388'33 FEET EAST OF THE CENTER LINE OF THE ROAD, 71 FEET NORTH OF THE
 JD1388'CENTER OF A WOODEN GATE, 3 FEET WEST OF A FENCE, 2.7 FEET WEST
 JD1388'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JD1388'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1389 ***********************************************************************
 JD1389  DESIGNATION -  E 4 Z RM 1
 JD1389  PID         -  JD1389
 JD1389  STATE/COUNTY-  MO/BENTON
 JD1389  USGS QUAD   -  COLE CAMP (1961)
 JD1389
 JD1389                         *CURRENT SURVEY CONTROL
 JD1389  ___________________________________________________________________
 JD1389* NAD 83(1986)-  38 28 08.     (N)    093 07 59.     (W)     SCALED    
 JD1389* NAVD 88     -       330.758  (meters)    1085.16   (feet)  ADJUSTED  
 JD1389  ___________________________________________________________________
 JD1389  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD1389  DYNAMIC HT  -         330.520 (meters)    1084.38  (feet)  COMP
 JD1389  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 JD1389
 JD1389  VERT ORDER  -  SECOND    CLASS 0
 JD1389
 JD1389.The horizontal coordinates were scaled from a topographic map and have
 JD1389.an estimated accuracy of +/- 6 seconds.
 JD1389
 JD1389.The orthometric height was determined by differential leveling
 JD1389.and adjusted by the National Geodetic Survey in June 1991..
 JD1389
 JD1389.The geoid height was determined by GEOID03.
 JD1389
 JD1389.The dynamic height is computed by dividing the NAVD 88
 JD1389.geopotential number by the normal gravity value computed on the
 JD1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1389.degrees latitude (g = 980.6199 gals.).
 JD1389
 JD1389.The modeled gravity was interpolated from observed gravity values.
 JD1389
 JD1389;                    North         East    Units  Estimated Accuracy
 JD1389;SPC MO C     -   292,670.      444,760.      MT  (+/- 180 meters Scaled)
 JD1389
 JD1389                          SUPERSEDED SURVEY CONTROL
 JD1389
 JD1389  NGVD 29 (??/??/92)  330.63   (m)         1084.7    (f) COMPUTED    2 0
 JD1389
 JD1389.Superseded values are not recommended for survey control.
 JD1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1389.See file dsdata.txt to determine how the superseded data were derived.
 JD1389
 JD1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC883578(NAD 83)
 JD1389_MARKER: DR = REFERENCE MARK DISK
 JD1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1389_STAMPING: E 4 Z NO 1 1963
 JD1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1389+STABILITY: SURFACE MOTION
 JD1389
 JD1389  HISTORY     - Date     Condition        Report By
 JD1389  HISTORY     - 1963     MONUMENTED       CGS
 JD1389
 JD1389                          STATION DESCRIPTION
 JD1389
 JD1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1389'4.8 MI E FROM COLE CAMP.
 JD1389'ABOUT 3.8 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1389'RAILROAD FROM THE STATION AT COLE CAMP, THENCE 0.25 MILE NORTH
 JD1389'ALONG A GRAVELED ROAD TO STATE HIGHWAY 52, THENCE 0.8 MILE
 JD1389'NORTHEAST ALONG COUNTY ROAD Y, IN SECTION 28, T 43 N, R 20 W,
 JD1389'35 FEET EAST OF THE CENTER LINE OF THE ROAD, 78.8 FEET NORTH OF
 JD1389'E 4 Z 1963, 1.0 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD
 JD1389'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1387 ***********************************************************************
 JD1387  DESIGNATION -  E 4 Z RM 2
 JD1387  PID         -  JD1387
 JD1387  STATE/COUNTY-  MO/BENTON
 JD1387  USGS QUAD   -  COLE CAMP (1961)
 JD1387
 JD1387                         *CURRENT SURVEY CONTROL
 JD1387  ___________________________________________________________________
 JD1387* NAD 83(1986)-  38 28 07.     (N)    093 08 00.     (W)     SCALED    
 JD1387* NAVD 88     -       330.844  (meters)    1085.44   (feet)  ADJUSTED  
 JD1387  ___________________________________________________________________
 JD1387  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD1387  DYNAMIC HT  -         330.606 (meters)    1084.66  (feet)  COMP
 JD1387  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 JD1387
 JD1387  VERT ORDER  -  SECOND    CLASS 0
 JD1387
 JD1387.The horizontal coordinates were scaled from a topographic map and have
 JD1387.an estimated accuracy of +/- 6 seconds.
 JD1387
 JD1387.The orthometric height was determined by differential leveling
 JD1387.and adjusted by the National Geodetic Survey in June 1991..
 JD1387
 JD1387.The geoid height was determined by GEOID03.
 JD1387
 JD1387.The dynamic height is computed by dividing the NAVD 88
 JD1387.geopotential number by the normal gravity value computed on the
 JD1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1387.degrees latitude (g = 980.6199 gals.).
 JD1387
 JD1387.The modeled gravity was interpolated from observed gravity values.
 JD1387
 JD1387;                    North         East    Units  Estimated Accuracy
 JD1387;SPC MO C     -   292,640.      444,730.      MT  (+/- 180 meters Scaled)
 JD1387
 JD1387                          SUPERSEDED SURVEY CONTROL
 JD1387
 JD1387  NGVD 29 (??/??/92)  330.72   (m)         1085.0    (f) COMPUTED    2 0
 JD1387
 JD1387.Superseded values are not recommended for survey control.
 JD1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1387.See file dsdata.txt to determine how the superseded data were derived.
 JD1387
 JD1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC883578(NAD 83)
 JD1387_MARKER: DR = REFERENCE MARK DISK
 JD1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1387_STAMPING: E 4 Z NO 2 1963
 JD1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1387+STABILITY: SURFACE MOTION
 JD1387
 JD1387  HISTORY     - Date     Condition        Report By
 JD1387  HISTORY     - 1963     MONUMENTED       CGS
 JD1387
 JD1387                          STATION DESCRIPTION
 JD1387
 JD1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1387'4.8 MI E FROM COLE CAMP.
 JD1387'ABOUT 3.8 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1387'RAILROAD FROM THE STATION AT COLE CAMP, THENCE 0.25 MILE NORTH
 JD1387'ALONG A GRAVELED ROAD TO STATE HIGHWAY 52, THENCE 0.8 MILE NORTHEAST
 JD1387'ALONG COUNTY ROAD Y, IN SECTION 28, T 43 N, R 20 W, 77 FEET WEST
 JD1387'OF THE CENTER LINE OF THE ROAD, 37 FEET SOUTHEAST OF THE SOUTHEAST
 JD1387'CORNER OF A FARM HOUSE, 118.4 FEET SOUTHWEST OF E 4 Z 1963, ABOUT
 JD1387'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JD1387'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0252 ***********************************************************************
 GG0252  DESIGNATION -  E 47
 GG0252  PID         -  GG0252
 GG0252  STATE/COUNTY-  MO/NEWTON
 GG0252  USGS QUAD   -  RACINE (1978)
 GG0252
 GG0252                         *CURRENT SURVEY CONTROL
 GG0252  ___________________________________________________________________
 GG0252* NAD 83(1986)-  36 53 39.     (N)    094 31 12.     (W)     SCALED    
 GG0252* NAVD 88     -       292.608  (meters)     960.00   (feet)  ADJUSTED  
 GG0252  ___________________________________________________________________
 GG0252  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GG0252  DYNAMIC HT  -         292.366 (meters)     959.20  (feet)  COMP
 GG0252  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GG0252
 GG0252  VERT ORDER  -  SECOND    CLASS 0
 GG0252
 GG0252.The horizontal coordinates were scaled from a topographic map and have
 GG0252.an estimated accuracy of +/- 6 seconds.
 GG0252
 GG0252.The orthometric height was determined by differential leveling
 GG0252.and adjusted by the National Geodetic Survey in June 1991..
 GG0252
 GG0252.The geoid height was determined by GEOID03.
 GG0252
 GG0252.The dynamic height is computed by dividing the NAVD 88
 GG0252.geopotential number by the normal gravity value computed on the
 GG0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0252.degrees latitude (g = 980.6199 gals.).
 GG0252
 GG0252.The modeled gravity was interpolated from observed gravity values.
 GG0252
 GG0252;                    North         East    Units  Estimated Accuracy
 GG0252;SPC MO W     -    80,730.      848,220.      MT  (+/- 180 meters Scaled)
 GG0252
 GG0252                          SUPERSEDED SURVEY CONTROL
 GG0252
 GG0252  NGVD 29 (??/??/92)  292.493  (m)          959.62   (f) ADJ UNCH    2 0
 GG0252
 GG0252.Superseded values are not recommended for survey control.
 GG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0252.See file dsdata.txt to determine how the superseded data were derived.
 GG0252
 GG0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA645842(NAD 83)
 GG0252_MARKER: DB = BENCH MARK DISK
 GG0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0252_STAMPING: E 47 1934
 GG0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0252+STABILITY: SURFACE MOTION
 GG0252
 GG0252  HISTORY     - Date     Condition        Report By
 GG0252  HISTORY     - 1934     MONUMENTED       CGS
 GG0252  HISTORY     - 20060504 MARK NOT FOUND   MODNR
 GG0252
 GG0252                          STATION DESCRIPTION
 GG0252
 GG0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0252'6.9 MI E FROM SENECA.
 GG0252'6.9 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GG0252'OKLAHOMA-MISSOURI STATE LINE MARKER AT SENECA, NEWTON COUNTY,
 GG0252'AT A ROAD CROSSING EAST OF THE STATION AT RACINE, 5 POLES WEST
 GG0252'OF MILEPOST 319, 250 FEET WEST OF A BARRELL MILL, 10 FEET EAST
 GG0252'OF THE CROSSING, AND 40 FEET SOUTH OF THE TRACK.  A STANDARD
 GG0252'DISK, STAMPED E 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0252
 GG0252                          STATION RECOVERY (2006)
 GG0252
 GG0252'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0447 ***********************************************************************
 KE0447  DESIGNATION -  E 48
 KE0447  PID         -  KE0447
 KE0447  STATE/COUNTY-  MO/BUCHANAN
 KE0447  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0447
 KE0447                         *CURRENT SURVEY CONTROL
 KE0447  ___________________________________________________________________
 KE0447* NAD 83(1986)-  39 45 13.     (N)    094 51 06.     (W)     SCALED    
 KE0447* NAVD 88     -       252.822  (meters)     829.47   (feet)  ADJUSTED  
 KE0447  ___________________________________________________________________
 KE0447  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0447  DYNAMIC HT  -         252.676 (meters)     828.99  (feet)  COMP
 KE0447  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 KE0447
 KE0447  VERT ORDER  -  FIRST     CLASS II
 KE0447
 KE0447.The horizontal coordinates were scaled from a topographic map and have
 KE0447.an estimated accuracy of +/- 6 seconds.
 KE0447
 KE0447.The orthometric height was determined by differential leveling
 KE0447.and adjusted by the National Geodetic Survey in June 1991..
 KE0447.WARNING-Repeat measurements at this control monument indicate possible
 KE0447.vertical movement.
 KE0447
 KE0447.The geoid height was determined by GEOID03.
 KE0447
 KE0447.The dynamic height is computed by dividing the NAVD 88
 KE0447.geopotential number by the normal gravity value computed on the
 KE0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0447.degrees latitude (g = 980.6199 gals.).
 KE0447
 KE0447.The modeled gravity was interpolated from observed gravity values.
 KE0447
 KE0447;                    North         East    Units  Estimated Accuracy
 KE0447;SPC MO W     -   398,170.      819,860.      MT  (+/- 180 meters Scaled)
 KE0447
 KE0447                          SUPERSEDED SURVEY CONTROL
 KE0447
 KE0447  NGVD 29 (??/??/92)  252.714  (m)          829.11   (f) ADJ UNCH    1 2
 KE0447
 KE0447.Superseded values are not recommended for survey control.
 KE0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0447.See file dsdata.txt to determine how the superseded data were derived.
 KE0447
 KE0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE413020(NAD 83)
 KE0447_MARKER: DB = BENCH MARK DISK
 KE0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0447_STAMPING: E 48 1934
 KE0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0447+STABILITY: SURFACE MOTION
 KE0447
 KE0447  HISTORY     - Date     Condition        Report By
 KE0447  HISTORY     - 1934     MONUMENTED       CGS
 KE0447  HISTORY     - 1948     GOOD             NGS
 KE0447  HISTORY     - 19890820 MARK NOT FOUND   NGS
 KE0447
 KE0447                          STATION DESCRIPTION
 KE0447
 KE0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0447'AT ST JOSEPH.
 KE0447'AT ST. JOSEPH, BUCHANAN COUNTY, 100 FEET NORTH OF THE NORTHWEST
 KE0447'CORNER OF UNION STATION, 100 FEET WEST OF THE TRACKS, AT A PARK
 KE0447'DIRECTLY NORTH OF THE STATION, ON THE WEST SIDE OF THE PARK,
 KE0447'AND 4 FEET EAST OF THE SIDEWALK.  A STANDARD DISK, STAMPED E
 KE0447'48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KE0447
 KE0447                          STATION RECOVERY (1989)
 KE0447
 KE0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0447'THE RAILROAD STATION HAS BEEN REMOVED AND THE MARK SITE HAS BEEN
 KE0447'GRADED AND LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0469 ***********************************************************************
 HC0469  DESIGNATION -  E 49
 HC0469  PID         -  HC0469
 HC0469  STATE/COUNTY-  MO/CRAWFORD
 HC0469  USGS QUAD   -  STEELVILLE (1985)
 HC0469
 HC0469                         *CURRENT SURVEY CONTROL
 HC0469  ___________________________________________________________________
 HC0469* NAD 83(1986)-  37 58 36.     (N)    091 20 36.     (W)     SCALED    
 HC0469* NAVD 88     -       221.691  (meters)     727.33   (feet)  ADJUSTED  
 HC0469  ___________________________________________________________________
 HC0469  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HC0469  DYNAMIC HT  -         221.531 (meters)     726.81  (feet)  COMP
 HC0469  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 HC0469
 HC0469  VERT ORDER  -  SECOND    CLASS 0
 HC0469
 HC0469.The horizontal coordinates were scaled from a topographic map and have
 HC0469.an estimated accuracy of +/- 6 seconds.
 HC0469
 HC0469.The orthometric height was determined by differential leveling
 HC0469.and adjusted by the National Geodetic Survey in June 1991..
 HC0469
 HC0469.The geoid height was determined by GEOID03.
 HC0469
 HC0469.The dynamic height is computed by dividing the NAVD 88
 HC0469.geopotential number by the normal gravity value computed on the
 HC0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0469.degrees latitude (g = 980.6199 gals.).
 HC0469
 HC0469.The modeled gravity was interpolated from observed gravity values.
 HC0469
 HC0469;                    North         East    Units  Estimated Accuracy
 HC0469;SPC MO E     -   238,180.      175,910.      MT  (+/- 180 meters Scaled)
 HC0469
 HC0469                          SUPERSEDED SURVEY CONTROL
 HC0469
 HC0469  NGVD 29 (??/??/92)  221.687  (m)          727.32   (f) ADJ UNCH    2 0
 HC0469
 HC0469.Superseded values are not recommended for survey control.
 HC0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0469.See file dsdata.txt to determine how the superseded data were derived.
 HC0469
 HC0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC455045(NAD 83)
 HC0469_MARKER: DB = BENCH MARK DISK
 HC0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0469_STAMPING: E 49 1934
 HC0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0469+STABILITY: SURFACE MOTION
 HC0469
 HC0469  HISTORY     - Date     Condition        Report By
 HC0469  HISTORY     - 1934     MONUMENTED       CGS
 HC0469  HISTORY     - 1940     GOOD             NGS
 HC0469  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0469  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0469
 HC0469                          STATION DESCRIPTION
 HC0469
 HC0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HC0469'0.9 MI N FROM STEELVILLE.
 HC0469'0.9 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HC0469'THE STATION AT STEELVILLE, CRAWFORD COUNTY, 341 FEET NORTHWEST OF
 HC0469'THE NORTHWEST SWITCH OF THE SIDING AT SANKEY, 0.2 MILE SOUTHEAST
 HC0469'OF MILEPOST 94, 32 FEET WEST OF THE CENTERLINE OF AN IMPROVED DIRT
 HC0469'CROSS ROAD, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 HC0469'AND 4 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD
 HC0469'DISK, STAMPED E 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0469
 HC0469                          STATION RECOVERY (1975)
 HC0469
 HC0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0469'MARK NOT FOUND.
 HC0469
 HC0469                          STATION RECOVERY (1975)
 HC0469
 HC0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1294 ***********************************************************************
 JD1294  DESIGNATION -  E 5 B 1
 JD1294  PID         -  JD1294
 JD1294  STATE/COUNTY-  MO/BENTON
 JD1294  USGS QUAD   -  COLE CAMP (1961)
 JD1294
 JD1294                         *CURRENT SURVEY CONTROL
 JD1294  ___________________________________________________________________
 JD1294* NAD 83(1986)-  38 26 16.     (N)    093 13 39.     (W)     SCALED    
 JD1294* NAVD 88     -       287.995  (meters)     944.86   (feet)  ADJUSTED  
 JD1294  ___________________________________________________________________
 JD1294  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD1294  DYNAMIC HT  -         287.789 (meters)     944.19  (feet)  COMP
 JD1294  MODELED GRAV-     979,904.3   (mgal)                       NAVD 88
 JD1294
 JD1294  VERT ORDER  -  SECOND    CLASS 0
 JD1294
 JD1294.The horizontal coordinates were scaled from a topographic map and have
 JD1294.an estimated accuracy of +/- 6 seconds.
 JD1294
 JD1294.The orthometric height was determined by differential leveling
 JD1294.and adjusted by the National Geodetic Survey in June 1991..
 JD1294
 JD1294.The geoid height was determined by GEOID03.
 JD1294
 JD1294.The dynamic height is computed by dividing the NAVD 88
 JD1294.geopotential number by the normal gravity value computed on the
 JD1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1294.degrees latitude (g = 980.6199 gals.).
 JD1294
 JD1294.The modeled gravity was interpolated from observed gravity values.
 JD1294
 JD1294;                    North         East    Units  Estimated Accuracy
 JD1294;SPC MO C     -   289,270.      436,490.      MT  (+/- 180 meters Scaled)
 JD1294
 JD1294                          SUPERSEDED SURVEY CONTROL
 JD1294
 JD1294  NGVD 29 (??/??/92)  287.87   (m)          944.5    (f) COMPUTED    2 0
 JD1294
 JD1294.Superseded values are not recommended for survey control.
 JD1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1294.See file dsdata.txt to determine how the superseded data were derived.
 JD1294
 JD1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC801544(NAD 83)
 JD1294_MARKER: DZ = AZIMUTH MARK DISK
 JD1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1294_STAMPING: E5 B1
 JD1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1294+STABILITY: SURFACE MOTION
 JD1294
 JD1294  HISTORY     - Date     Condition        Report By
 JD1294  HISTORY     - UNK      MONUMENTED       DOD
 JD1294  HISTORY     - 1963     GOOD             NGS
 JD1294
 JD1294                          STATION DESCRIPTION
 JD1294
 JD1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1294'3 MI S FROM COLE CAMP.
 JD1294'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE
 JD1294'AT COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD TO STATE
 JD1294'ROAD F, THENCE 0.9 MILE SOUTH ALONG STATE ROAD F TO E5 B2, THENCE
 JD1294'0.2 MILE NORTHWEST ACROSS A CULTIVATED FIELD, 53 YARDS SOUTH OF
 JD1294'A FENCE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JD1294'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD1294'CONCRETE CYLINDER PROJECTING 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1293 ***********************************************************************
 JD1293  DESIGNATION -  E 5 B 2
 JD1293  PID         -  JD1293
 JD1293  STATE/COUNTY-  MO/BENTON
 JD1293  USGS QUAD   -  COLE CAMP (1961)
 JD1293
 JD1293                         *CURRENT SURVEY CONTROL
 JD1293  ___________________________________________________________________
 JD1293* NAD 83(1986)-  38 26 06.     (N)    093 13 30.     (W)     SCALED    
 JD1293* NAVD 88     -       290.318  (meters)     952.49   (feet)  ADJUSTED  
 JD1293  ___________________________________________________________________
 JD1293  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD1293  DYNAMIC HT  -         290.110 (meters)     951.80  (feet)  COMP
 JD1293  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 JD1293
 JD1293  VERT ORDER  -  SECOND    CLASS 0
 JD1293
 JD1293.The horizontal coordinates were scaled from a topographic map and have
 JD1293.an estimated accuracy of +/- 6 seconds.
 JD1293
 JD1293.The orthometric height was determined by differential leveling
 JD1293.and adjusted by the National Geodetic Survey in June 1991..
 JD1293
 JD1293.The geoid height was determined by GEOID03.
 JD1293
 JD1293.The dynamic height is computed by dividing the NAVD 88
 JD1293.geopotential number by the normal gravity value computed on the
 JD1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1293.degrees latitude (g = 980.6199 gals.).
 JD1293
 JD1293.The modeled gravity was interpolated from observed gravity values.
 JD1293
 JD1293;                    North         East    Units  Estimated Accuracy
 JD1293;SPC MO C     -   288,960.      436,700.      MT  (+/- 180 meters Scaled)
 JD1293
 JD1293                          SUPERSEDED SURVEY CONTROL
 JD1293
 JD1293  NGVD 29 (??/??/92)  290.19   (m)          952.1    (f) COMPUTED    2 0
 JD1293
 JD1293.Superseded values are not recommended for survey control.
 JD1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1293.See file dsdata.txt to determine how the superseded data were derived.
 JD1293
 JD1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC803541(NAD 83)
 JD1293_MARKER: DZ = AZIMUTH MARK DISK
 JD1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1293_STAMPING: E5 B2
 JD1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1293+STABILITY: SURFACE MOTION
 JD1293
 JD1293  HISTORY     - Date     Condition        Report By
 JD1293  HISTORY     - UNK      MONUMENTED       DOD
 JD1293  HISTORY     - 1963     GOOD             NGS
 JD1293
 JD1293                          STATION DESCRIPTION
 JD1293
 JD1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1293'2.8 MI S FROM COLE CAMP.
 JD1293'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE
 JD1293'AT COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD TO STATE
 JD1293'ROAD F, THENCE 0.9 MILE SOUTHWEST ALONG STATE ROAD F, 100 YARDS
 JD1293'EAST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTH OF A LONE
 JD1293'PEAR TREE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JD1293'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JD1293'CYLINDER PROJECTING 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1296 ***********************************************************************
 JD1296  DESIGNATION -  E 5 Z
 JD1296  PID         -  JD1296
 JD1296  STATE/COUNTY-  MO/BENTON
 JD1296  USGS QUAD   -  COLE CAMP (1961)
 JD1296
 JD1296                         *CURRENT SURVEY CONTROL
 JD1296  ___________________________________________________________________
 JD1296* NAD 83(1986)-  38 25 51.     (N)    093 13 39.     (W)     SCALED    
 JD1296* NAVD 88     -       291.173  (meters)     955.29   (feet)  ADJUSTED  
 JD1296  ___________________________________________________________________
 JD1296  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD1296  DYNAMIC HT  -         290.965 (meters)     954.61  (feet)  COMP
 JD1296  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 JD1296
 JD1296  VERT ORDER  -  SECOND    CLASS 0
 JD1296
 JD1296.The horizontal coordinates were scaled from a topographic map and have
 JD1296.an estimated accuracy of +/- 6 seconds.
 JD1296
 JD1296.The orthometric height was determined by differential leveling
 JD1296.and adjusted by the National Geodetic Survey in June 1991..
 JD1296
 JD1296.The geoid height was determined by GEOID03.
 JD1296
 JD1296.The dynamic height is computed by dividing the NAVD 88
 JD1296.geopotential number by the normal gravity value computed on the
 JD1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1296.degrees latitude (g = 980.6199 gals.).
 JD1296
 JD1296.The modeled gravity was interpolated from observed gravity values.
 JD1296
 JD1296;                    North         East    Units  Estimated Accuracy
 JD1296;SPC MO C     -   288,500.      436,480.      MT  (+/- 180 meters Scaled)
 JD1296
 JD1296                          SUPERSEDED SURVEY CONTROL
 JD1296
 JD1296  NGVD 29 (??/??/92)  291.04   (m)          954.9    (f) COMPUTED    2 0
 JD1296
 JD1296.Superseded values are not recommended for survey control.
 JD1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1296.See file dsdata.txt to determine how the superseded data were derived.
 JD1296
 JD1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC801536(NAD 83)
 JD1296_MARKER: DS = TRIANGULATION STATION DISK
 JD1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1296_STAMPING: E 5 Z 1963
 JD1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1296+STABILITY: SURFACE MOTION
 JD1296
 JD1296  HISTORY     - Date     Condition        Report By
 JD1296  HISTORY     - 1963     MONUMENTED       CGS
 JD1296
 JD1296                          STATION DESCRIPTION
 JD1296
 JD1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1296'3.3 MI S FROM COLE CAMP.
 JD1296'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE
 JD1296'AT COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD TO STATE
 JD1296'ROAD F, THENCE 1.3 MILES SOUTH ALONG STATE ROAD F, THENCE 0.05
 JD1296'MILE EAST ACROSS COUNTRY, 0.15 MILE SOUTH OF A STEEL WINDMILL,
 JD1296'86.4 FEET WEST OF E 5 Z R.M. 1, 84 FEET EAST OF E 5 Z R.M. 2,
 JD1296'1 1/2 FEET NORTH OF A FENCE, 2.6 FEET NORTHWEST OF A METAL
 JD1296'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1296'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1297 ***********************************************************************
 JD1297  DESIGNATION -  E 5 Z RM 1
 JD1297  PID         -  JD1297
 JD1297  STATE/COUNTY-  MO/BENTON
 JD1297  USGS QUAD   -  COLE CAMP (1961)
 JD1297
 JD1297                         *CURRENT SURVEY CONTROL
 JD1297  ___________________________________________________________________
 JD1297* NAD 83(1986)-  38 25 51.     (N)    093 13 38.     (W)     SCALED    
 JD1297* NAVD 88     -       291.075  (meters)     954.97   (feet)  ADJUSTED  
 JD1297  ___________________________________________________________________
 JD1297  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD1297  DYNAMIC HT  -         290.866 (meters)     954.28  (feet)  COMP
 JD1297  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 JD1297
 JD1297  VERT ORDER  -  SECOND    CLASS 0
 JD1297
 JD1297.The horizontal coordinates were scaled from a topographic map and have
 JD1297.an estimated accuracy of +/- 6 seconds.
 JD1297
 JD1297.The orthometric height was determined by differential leveling
 JD1297.and adjusted by the National Geodetic Survey in June 1991..
 JD1297
 JD1297.The geoid height was determined by GEOID03.
 JD1297
 JD1297.The dynamic height is computed by dividing the NAVD 88
 JD1297.geopotential number by the normal gravity value computed on the
 JD1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1297.degrees latitude (g = 980.6199 gals.).
 JD1297
 JD1297.The modeled gravity was interpolated from observed gravity values.
 JD1297
 JD1297;                    North         East    Units  Estimated Accuracy
 JD1297;SPC MO C     -   288,500.      436,510.      MT  (+/- 180 meters Scaled)
 JD1297
 JD1297                          SUPERSEDED SURVEY CONTROL
 JD1297
 JD1297  NGVD 29 (??/??/92)  290.94   (m)          954.5    (f) COMPUTED    2 0
 JD1297
 JD1297.Superseded values are not recommended for survey control.
 JD1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1297.See file dsdata.txt to determine how the superseded data were derived.
 JD1297
 JD1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC801536(NAD 83)
 JD1297_MARKER: DR = REFERENCE MARK DISK
 JD1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1297_STAMPING: E 5 Z NO 1 1963
 JD1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1297+STABILITY: SURFACE MOTION
 JD1297
 JD1297  HISTORY     - Date     Condition        Report By
 JD1297  HISTORY     - 1963     MONUMENTED       CGS
 JD1297
 JD1297                          STATION DESCRIPTION
 JD1297
 JD1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1297'3.3 MI S FROM COLE CAMP.
 JD1297'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE
 JD1297'AT COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD TO STATE
 JD1297'ROAD F, THENCE 1.3 MILES SOUTH ALONG STATE ROAD F, THENCE 0.05
 JD1297'MILE EAST ACROSS COUNTRY, 1 1/2 FEET NORTH OF A FENCE, 86.4
 JD1297'FEET EAST OF E 5 Z 1963, AND SET IN THE TOP OF A CONCRETE POST
 JD1297'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1295 ***********************************************************************
 JD1295  DESIGNATION -  E 5 Z RM 2
 JD1295  PID         -  JD1295
 JD1295  STATE/COUNTY-  MO/BENTON
 JD1295  USGS QUAD   -  COLE CAMP (1961)
 JD1295
 JD1295                         *CURRENT SURVEY CONTROL
 JD1295  ___________________________________________________________________
 JD1295* NAD 83(1986)-  38 25 51.     (N)    093 13 41.     (W)     SCALED    
 JD1295* NAVD 88     -       290.932  (meters)     954.50   (feet)  ADJUSTED  
 JD1295  ___________________________________________________________________
 JD1295  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD1295  DYNAMIC HT  -         290.724 (meters)     953.82  (feet)  COMP
 JD1295  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 JD1295
 JD1295  VERT ORDER  -  SECOND    CLASS 0
 JD1295
 JD1295.The horizontal coordinates were scaled from a topographic map and have
 JD1295.an estimated accuracy of +/- 6 seconds.
 JD1295
 JD1295.The orthometric height was determined by differential leveling
 JD1295.and adjusted by the National Geodetic Survey in June 1991..
 JD1295
 JD1295.The geoid height was determined by GEOID03.
 JD1295
 JD1295.The dynamic height is computed by dividing the NAVD 88
 JD1295.geopotential number by the normal gravity value computed on the
 JD1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1295.degrees latitude (g = 980.6199 gals.).
 JD1295
 JD1295.The modeled gravity was interpolated from observed gravity values.
 JD1295
 JD1295;                    North         East    Units  Estimated Accuracy
 JD1295;SPC MO C     -   288,500.      436,430.      MT  (+/- 180 meters Scaled)
 JD1295
 JD1295                          SUPERSEDED SURVEY CONTROL
 JD1295
 JD1295  NGVD 29 (??/??/92)  290.80   (m)          954.1    (f) COMPUTED    2 0
 JD1295
 JD1295.Superseded values are not recommended for survey control.
 JD1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1295.See file dsdata.txt to determine how the superseded data were derived.
 JD1295
 JD1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC800536(NAD 83)
 JD1295_MARKER: DR = REFERENCE MARK DISK
 JD1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1295_STAMPING: E 5 Z NO 2 1963
 JD1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1295+STABILITY: SURFACE MOTION
 JD1295
 JD1295  HISTORY     - Date     Condition        Report By
 JD1295  HISTORY     - 1963     MONUMENTED       CGS
 JD1295
 JD1295                          STATION DESCRIPTION
 JD1295
 JD1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1295'3.3 MI S FROM COLE CAMP.
 JD1295'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE
 JD1295'AT COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD TO STATE
 JD1295'ROAD F, THENCE 1.3 MILES SOUTH ALONG STATE ROAD F, THENCE
 JD1295'0.05 MILE EAST ACROSS COUNTRY, 2 FEET NORTH OF A FENCE, 84 FEET
 JD1295'WEST OF E 5 Z 1963, AND SET IN THE TOP OF A CONCRETE POST
 JD1295'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0440 ***********************************************************************
 GE0440  DESIGNATION -  E 51
 GE0440  PID         -  GE0440
 GE0440  STATE/COUNTY-  MO/SHANNON
 GE0440  USGS QUAD   -  BIRCH TREE (1997)
 GE0440
 GE0440                         *CURRENT SURVEY CONTROL
 GE0440  ___________________________________________________________________
 GE0440* NAD 83(1986)-  36 55 33.     (N)    091 29 31.     (W)     SCALED    
 GE0440* NAVD 88     -       303.936  (meters)     997.16   (feet)  POSTED    
 GE0440  ___________________________________________________________________
 GE0440  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GE0440  DYNAMIC HT  -         303.680 (meters)     996.32  (feet)  COMP
 GE0440  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 GE0440
 GE0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0440
 GE0440.The horizontal coordinates were scaled from a topographic map and have
 GE0440.an estimated accuracy of +/- 6 seconds.
 GE0440
 GE0440.The orthometric height was determined by differential leveling
 GE0440.and adjusted by the National Geodetic Survey in 1992..
 GE0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0440.rate of 0.0 thru 1.0 mm/km.
 GE0440
 GE0440.The geoid height was determined by GEOID03.
 GE0440
 GE0440.The dynamic height is computed by dividing the NAVD 88
 GE0440.geopotential number by the normal gravity value computed on the
 GE0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0440.degrees latitude (g = 980.6199 gals.).
 GE0440
 GE0440.The modeled gravity was interpolated from observed gravity values.
 GE0440
 GE0440;                    North         East    Units  Estimated Accuracy
 GE0440;SPC MO E     -   121,680.      161,620.      MT  (+/- 180 meters Scaled)
 GE0440
 GE0440                          SUPERSEDED SURVEY CONTROL
 GE0440
 GE0440  NGVD 29 (??/??/92)  303.817  (m)          996.77   (f) ADJ UNCH    2 0
 GE0440
 GE0440.Superseded values are not recommended for survey control.
 GE0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0440.See file dsdata.txt to determine how the superseded data were derived.
 GE0440
 GE0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA343877(NAD 83)
 GE0440_MARKER: DB = BENCH MARK DISK
 GE0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0440_STAMPING: E 51 1934
 GE0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0440+STABILITY: SURFACE MOTION
 GE0440
 GE0440  HISTORY     - Date     Condition        Report By
 GE0440  HISTORY     - 1934     MONUMENTED       CGS
 GE0440  HISTORY     - 1977     GOOD             NGS
 GE0440
 GE0440                          STATION DESCRIPTION
 GE0440
 GE0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0440'5 MI S FROM BIRCH TREE.
 GE0440'5.0 MILES SOUTH ALONG STATE HIGHWAY 80 FROM BIRCH TREE, SHANNON
 GE0440'COUNTY, AT STATION 262+60, NEAR THE SOUTH END OF AN EARTH DAM,
 GE0440'120 FEET SOUTHWEST OF A CORRUGATED-IRON CULVERT, AND 45 FEET
 GE0440'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 GE0440'STAMPED E 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GE0440
 GE0440                          STATION RECOVERY (1977)
 GE0440
 GE0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0440'IT IS 4 FEET NORTH OF WITNESS SIGN NAILED TO SMALL TREE AND PROJECTS
 GE0440'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0455 ***********************************************************************
 HC0455  DESIGNATION -  E 52
 HC0455  PID         -  HC0455
 HC0455  STATE/COUNTY-  MO/DENT
 HC0455  USGS QUAD   -  VIBURNUM WEST (1981)
 HC0455
 HC0455                         *CURRENT SURVEY CONTROL
 HC0455  ___________________________________________________________________
 HC0455* NAD 83(1986)-  37 38 40.     (N)    091 11 57.     (W)     SCALED    
 HC0455* NAVD 88     -       326.035  (meters)    1069.67   (feet)  ADJUSTED  
 HC0455  ___________________________________________________________________
 HC0455  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HC0455  DYNAMIC HT  -         325.783 (meters)    1068.84  (feet)  COMP
 HC0455  MODELED GRAV-     979,848.2   (mgal)                       NAVD 88
 HC0455
 HC0455  VERT ORDER  -  SECOND    CLASS 0
 HC0455
 HC0455.The horizontal coordinates were scaled from a topographic map and have
 HC0455.an estimated accuracy of +/- 6 seconds.
 HC0455
 HC0455.The orthometric height was determined by differential leveling
 HC0455.and adjusted by the National Geodetic Survey in June 1991..
 HC0455
 HC0455.The geoid height was determined by GEOID03.
 HC0455
 HC0455.The dynamic height is computed by dividing the NAVD 88
 HC0455.geopotential number by the normal gravity value computed on the
 HC0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0455.degrees latitude (g = 980.6199 gals.).
 HC0455
 HC0455.The modeled gravity was interpolated from observed gravity values.
 HC0455
 HC0455;                    North         East    Units  Estimated Accuracy
 HC0455;SPC MO E     -   201,200.      188,300.      MT  (+/- 180 meters Scaled)
 HC0455
 HC0455                          SUPERSEDED SURVEY CONTROL
 HC0455
 HC0455  NGVD 29 (??/??/92)  325.983  (m)         1069.50   (f) ADJ UNCH    2 0
 HC0455
 HC0455.Superseded values are not recommended for survey control.
 HC0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0455.See file dsdata.txt to determine how the superseded data were derived.
 HC0455
 HC0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB588678(NAD 83)
 HC0455_MARKER: DB = BENCH MARK DISK
 HC0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0455_STAMPING: E 52 1934
 HC0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0455+STABILITY: SURFACE MOTION
 HC0455
 HC0455  HISTORY     - Date     Condition        Report By
 HC0455  HISTORY     - 1934     MONUMENTED       CGS
 HC0455  HISTORY     - 1971     POOR             LOCENG
 HC0455
 HC0455                          STATION DESCRIPTION
 HC0455
 HC0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0455'5.2 MI W FROM BIXBY.
 HC0455'IN DENT COUNTY, 5.2 MILES WEST ALONG STATE HIGHWAY 32 FROM THE
 HC0455'GENERAL STORE AT BIXBY, IRON COUNTY, 0.3 MILE WEST OF THE WEST
 HC0455'END OF BRIDGE NO. J 573 OVER THE EAST BRANCH OF HUZZAH CREEK, AT
 HC0455'THE SUMMIT OF A SMALL RIDGE, 27 FEET SOUTHWEST OF THE CENTER OF A
 HC0455'BOARD GATE AT A SIDE ROAD LEADING NORTHWEST, 75 FEET NORTHWEST OF
 HC0455'THE CENTERLINE OF THE HIGHWAY, 27 FEET NORTHWEST OF A TELEPHONE
 HC0455'POLE, AND 1.5 FEET SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED
 HC0455'E 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0455
 HC0455                          STATION RECOVERY (1971)
 HC0455
 HC0455'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 HC0455'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0007 ***********************************************************************
 HC0007  DESIGNATION -  E 54
 HC0007  PID         -  HC0007
 HC0007  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0007  USGS QUAD   -  WEINGARTEN (1980)
 HC0007
 HC0007                         *CURRENT SURVEY CONTROL
 HC0007  ___________________________________________________________________
 HC0007* NAD 83(1986)-  37 56 14.     (N)    090 09 04.     (W)     SCALED    
 HC0007* NAVD 88     -       196.603  (meters)     645.02   (feet)  ADJUSTED  
 HC0007  ___________________________________________________________________
 HC0007  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HC0007  DYNAMIC HT  -         196.464 (meters)     644.57  (feet)  COMP
 HC0007  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 HC0007
 HC0007  VERT ORDER  -  SECOND    CLASS 0
 HC0007
 HC0007.The horizontal coordinates were scaled from a topographic map and have
 HC0007.an estimated accuracy of +/- 6 seconds.
 HC0007
 HC0007.The orthometric height was determined by differential leveling
 HC0007.and adjusted by the National Geodetic Survey in June 1991..
 HC0007
 HC0007.The geoid height was determined by GEOID03.
 HC0007
 HC0007.The dynamic height is computed by dividing the NAVD 88
 HC0007.geopotential number by the normal gravity value computed on the
 HC0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0007.degrees latitude (g = 980.6199 gals.).
 HC0007
 HC0007.The modeled gravity was interpolated from observed gravity values.
 HC0007
 HC0007;                    North         East    Units  Estimated Accuracy
 HC0007;SPC MO E     -   233,520.      280,670.      MT  (+/- 180 meters Scaled)
 HC0007
 HC0007                          SUPERSEDED SURVEY CONTROL
 HC0007
 HC0007  NGVD 29 (??/??/92)  196.676  (m)          645.26   (f) ADJ UNCH    2 0
 HC0007
 HC0007.Superseded values are not recommended for survey control.
 HC0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0007.See file dsdata.txt to determine how the superseded data were derived.
 HC0007
 HC0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC503026(NAD 83)
 HC0007_MARKER: DB = BENCH MARK DISK
 HC0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0007_STAMPING: E 54 1934
 HC0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0007+STABILITY: SURFACE MOTION
 HC0007
 HC0007  HISTORY     - Date     Condition        Report By
 HC0007  HISTORY     - 1934     MONUMENTED       CGS
 HC0007
 HC0007                          STATION DESCRIPTION
 HC0007
 HC0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0007'5.2 MI E FROM WEINGARTEN.
 HC0007'5.2 MILES EAST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM THE
 HC0007'STATION AT WEINGARTEN, 120 FEET NORTH OF THE T-JUNCTION OF STATE
 HC0007'HIGHWAY 32 AND A SIDE ROAD, 35 FEET NORTHWEST OF A ROAD CROSSING,
 HC0007'AND 20 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 HC0007'DISK, STAMPED E 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0327 ***********************************************************************
 HC0327  DESIGNATION -  E 55
 HC0327  PID         -  HC0327
 HC0327  STATE/COUNTY-  MO/ST FRANCOIS
 HC0327  USGS QUAD   -  FLAT RIVER (1982)
 HC0327
 HC0327                         *CURRENT SURVEY CONTROL
 HC0327  ___________________________________________________________________
 HC0327* NAD 83(1986)-  37 48 34.     (N)    090 36 27.     (W)     SCALED    
 HC0327* NAVD 88     -       277.117  (meters)     909.17   (feet)  ADJUSTED  
 HC0327  ___________________________________________________________________
 HC0327  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HC0327  DYNAMIC HT  -         276.917 (meters)     908.52  (feet)  COMP
 HC0327  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 HC0327
 HC0327  VERT ORDER  -  SECOND    CLASS 0
 HC0327
 HC0327.The horizontal coordinates were scaled from a topographic map and have
 HC0327.an estimated accuracy of +/- 6 seconds.
 HC0327
 HC0327.The orthometric height was determined by differential leveling
 HC0327.and adjusted by the National Geodetic Survey in June 1991..
 HC0327
 HC0327.The geoid height was determined by GEOID03.
 HC0327
 HC0327.The dynamic height is computed by dividing the NAVD 88
 HC0327.geopotential number by the normal gravity value computed on the
 HC0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0327.degrees latitude (g = 980.6199 gals.).
 HC0327
 HC0327.The modeled gravity was interpolated from observed gravity values.
 HC0327
 HC0327;                    North         East    Units  Estimated Accuracy
 HC0327;SPC MO E     -   219,290.      240,530.      MT  (+/- 180 meters Scaled)
 HC0327
 HC0327                          SUPERSEDED SURVEY CONTROL
 HC0327
 HC0327  NGVD 29 (??/??/92)  277.152  (m)          909.29   (f) ADJ UNCH    2 0
 HC0327
 HC0327.Superseded values are not recommended for survey control.
 HC0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0327.See file dsdata.txt to determine how the superseded data were derived.
 HC0327
 HC0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB106873(NAD 83)
 HC0327_MARKER: DB = BENCH MARK DISK
 HC0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0327_STAMPING: E 55 1934
 HC0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0327+STABILITY: SURFACE MOTION
 HC0327
 HC0327  HISTORY     - Date     Condition        Report By
 HC0327  HISTORY     - 1934     MONUMENTED       CGS
 HC0327
 HC0327                          STATION DESCRIPTION
 HC0327
 HC0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0327'3.3 MI NE FROM BISMARCK.
 HC0327'3.3 MILES NORTHEAST ALONG THE MISSOURI-ILLINOIS RAILROAD
 HC0327'FROM THE STATION AT BISMARK, ST. FRANCOIS COUNTY, 100 FEET
 HC0327'SOUTHEAST OF MILEPOST 123, AT A ROAD CROSSING, 49 FEET EAST OF
 HC0327'THE TRACK, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 HC0327'WEST OF THE RIGHT-OF-WAY FENCE, AND 5 FEET NORTH OF A FENCE
 HC0327'CORNER.  A STANDARD DISK, STAMPED E 55 1934 AND SET IN THE TOP
 HC0327'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0025 ***********************************************************************
 HC0025  DESIGNATION -  E 56
 HC0025  PID         -  HC0025
 HC0025  STATE/COUNTY-  MO/ST FRANCOIS
 HC0025  USGS QUAD   -  FARMINGTON (1982)
 HC0025
 HC0025                         *CURRENT SURVEY CONTROL
 HC0025  ___________________________________________________________________
 HC0025* NAD 83(1986)-  37 45 44.     (N)    090 27 26.     (W)     SCALED    
 HC0025* NAVD 88     -       271.128  (meters)     889.53   (feet)  ADJUSTED  
 HC0025  ___________________________________________________________________
 HC0025  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HC0025  DYNAMIC HT  -         270.933 (meters)     888.89  (feet)  COMP
 HC0025  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 HC0025
 HC0025  VERT ORDER  -  SECOND    CLASS 0
 HC0025
 HC0025.The horizontal coordinates were scaled from a topographic map and have
 HC0025.an estimated accuracy of +/- 6 seconds.
 HC0025
 HC0025.The orthometric height was determined by differential leveling
 HC0025.and adjusted by the National Geodetic Survey in June 1991..
 HC0025
 HC0025.The geoid height was determined by GEOID03.
 HC0025
 HC0025.The dynamic height is computed by dividing the NAVD 88
 HC0025.geopotential number by the normal gravity value computed on the
 HC0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0025.degrees latitude (g = 980.6199 gals.).
 HC0025
 HC0025.The modeled gravity was interpolated from observed gravity values.
 HC0025
 HC0025;                    North         East    Units  Estimated Accuracy
 HC0025;SPC MO E     -   214,040.      253,770.      MT  (+/- 180 meters Scaled)
 HC0025
 HC0025                          SUPERSEDED SURVEY CONTROL
 HC0025
 HC0025  NGVD 29 (??/??/92)  271.189  (m)          889.73   (f) ADJ UNCH    2 0
 HC0025
 HC0025.Superseded values are not recommended for survey control.
 HC0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0025.See file dsdata.txt to determine how the superseded data were derived.
 HC0025
 HC0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB239824(NAD 83)
 HC0025_MARKER: DB = BENCH MARK DISK
 HC0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0025_STAMPING: E 56 1934
 HC0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0025+STABILITY: SURFACE MOTION
 HC0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0025+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 HC0025
 HC0025  HISTORY     - Date     Condition        Report By
 HC0025  HISTORY     - 1934     MONUMENTED       CGS
 HC0025  HISTORY     - 20031020 GOOD             MODNR
 HC0025  HISTORY     - 20050315 GOOD             MODNR
 HC0025
 HC0025                          STATION DESCRIPTION
 HC0025
 HC0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0025'AT DE LASSUS.
 HC0025'AT DE LASSUS, SAINT FRANCOIS COUNTY, ON THE MISSOURI PACIFIC
 HC0025'RAILROAD, 6 FEET SOUTH OF THE SOUTH END OF THE STATION, 202 FEET
 HC0025'NORTH OF MILEPOST 87, 40 FEET SOUTH OF THE CENTERLINE OF A COUNTY
 HC0025'ROAD THAT CROSSES THE TRACK, 20 FEET EAST OF THE CENTERLINE OF THE
 HC0025'MAIN TRACK, AND 2 FEET SOUTH OF A TELEPHONE POLE.  A STANDARD DISK,
 HC0025'STAMPED E 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0025
 HC0025                          STATION RECOVERY (2003)
 HC0025
 HC0025'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (RWR)
 HC0025'RECOVERED IN GOOD CONDITION.
 HC0025
 HC0025                          STATION RECOVERY (2005)
 HC0025
 HC0025'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (MJC)
 HC0025'RECOVERED AS DESCRIBED. DESCRIPTION AND TO REACH ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0570 ***********************************************************************
 HC0570  DESIGNATION -  E 57
 HC0570  PID         -  HC0570
 HC0570  STATE/COUNTY-  MO/TEXAS
 HC0570  USGS QUAD   -  LICKING (1981)
 HC0570
 HC0570                         *CURRENT SURVEY CONTROL
 HC0570  ___________________________________________________________________
 HC0570* NAD 83(1986)-  37 29 36.     (N)    091 51 24.     (W)     SCALED    
 HC0570* NAVD 88     -       390.942  (meters)    1282.62   (feet)  ADJUSTED  
 HC0570  ___________________________________________________________________
 HC0570  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HC0570  DYNAMIC HT  -         390.631 (meters)    1281.60  (feet)  COMP
 HC0570  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 HC0570
 HC0570  VERT ORDER  -  FIRST     CLASS II
 HC0570
 HC0570.The horizontal coordinates were scaled from a topographic map and have
 HC0570.an estimated accuracy of +/- 6 seconds.
 HC0570
 HC0570.The orthometric height was determined by differential leveling
 HC0570.and adjusted by the National Geodetic Survey in June 1991..
 HC0570
 HC0570.The geoid height was determined by GEOID03.
 HC0570
 HC0570.The dynamic height is computed by dividing the NAVD 88
 HC0570.geopotential number by the normal gravity value computed on the
 HC0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0570.degrees latitude (g = 980.6199 gals.).
 HC0570
 HC0570.The modeled gravity was interpolated from observed gravity values.
 HC0570
 HC0570;                    North         East    Units  Estimated Accuracy
 HC0570;SPC MO C     -   184,400.      556,890.      MT  (+/- 180 meters Scaled)
 HC0570
 HC0570                          SUPERSEDED SURVEY CONTROL
 HC0570
 HC0570  NGVD 29 (??/??/92)  390.830  (m)         1282.25   (f) ADJ UNCH    1 2
 HC0570
 HC0570.Superseded values are not recommended for survey control.
 HC0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0570.See file dsdata.txt to determine how the superseded data were derived.
 HC0570
 HC0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB010502(NAD 83)
 HC0570_MARKER: DB = BENCH MARK DISK
 HC0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0570_STAMPING: E 57 1934
 HC0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0570+STABILITY: SURFACE MOTION
 HC0570
 HC0570  HISTORY     - Date     Condition        Report By
 HC0570  HISTORY     - 1934     MONUMENTED       CGS
 HC0570  HISTORY     - 1935     GOOD             NGS
 HC0570  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0570  HISTORY     - 1977     MARK NOT FOUND   NGS
 HC0570  HISTORY     - 19890816 MARK NOT FOUND   NGS
 HC0570
 HC0570                          STATION DESCRIPTION
 HC0570
 HC0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0570'AT LICKING.
 HC0570'AT LICKING, TEXAS COUNTY, ON U.S. HIGHWAY 63, IN THE SOUTH
 HC0570'PART OF TOWN, AT A ROAD FORK, 39 FEET SOUTHWEST OF THE
 HC0570'CENTERLINE OF THE HIGHWAY, 27 FEET EAST OF THE CENTERLINE OF
 HC0570'A STREET LEADING SOUTH, AT THE NORTH END OF THE TRIANGULAR PARK,
 HC0570'AND 9 FEET WEST OF A 3-FOOT OAK TREE.  A STANDARD DISK, STAMPED
 HC0570'E 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0570
 HC0570                          STATION RECOVERY (1977)
 HC0570
 HC0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0570'MARK NOT FOUND.
 HC0570
 HC0570                          STATION RECOVERY (1977)
 HC0570
 HC0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0570'MARK NOT FOUND.
 HC0570
 HC0570                          STATION RECOVERY (1989)
 HC0570
 HC0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0122 ***********************************************************************
 HC0122  DESIGNATION -  E 58
 HC0122  PID         -  HC0122
 HC0122  STATE/COUNTY-  MO/WAYNE
 HC0122  USGS QUAD   -  GREENVILLE (1985)
 HC0122
 HC0122                         *CURRENT SURVEY CONTROL
 HC0122  ___________________________________________________________________
 HC0122* NAD 83(1986)-  37 13 51.     (N)    090 27 08.     (W)     SCALED    
 HC0122* NAVD 88     -       176.916  (meters)     580.43   (feet)  ADJUSTED  
 HC0122  ___________________________________________________________________
 HC0122  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 HC0122  DYNAMIC HT  -         176.780 (meters)     579.99  (feet)  COMP
 HC0122  MODELED GRAV-     979,861.2   (mgal)                       NAVD 88
 HC0122
 HC0122  VERT ORDER  -  SECOND    CLASS 0
 HC0122
 HC0122.The horizontal coordinates were scaled from a topographic map and have
 HC0122.an estimated accuracy of +/- 6 seconds.
 HC0122
 HC0122.The orthometric height was determined by differential leveling
 HC0122.and adjusted by the National Geodetic Survey in June 1991..
 HC0122
 HC0122.The geoid height was determined by GEOID03.
 HC0122
 HC0122.The dynamic height is computed by dividing the NAVD 88
 HC0122.geopotential number by the normal gravity value computed on the
 HC0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0122.degrees latitude (g = 980.6199 gals.).
 HC0122
 HC0122.The modeled gravity was interpolated from observed gravity values.
 HC0122
 HC0122;                    North         East    Units  Estimated Accuracy
 HC0122;SPC MO E     -   155,070.      254,240.      MT  (+/- 180 meters Scaled)
 HC0122
 HC0122                          SUPERSEDED SURVEY CONTROL
 HC0122
 HC0122  NGVD 29 (??/??/92)  176.966  (m)          580.60   (f) ADJ UNCH    2 0
 HC0122
 HC0122.Superseded values are not recommended for survey control.
 HC0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0122.See file dsdata.txt to determine how the superseded data were derived.
 HC0122
 HC0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB260235(NAD 83)
 HC0122_MARKER: DB = BENCH MARK DISK
 HC0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0122_STAMPING: E 58 1934
 HC0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0122+STABILITY: SURFACE MOTION
 HC0122
 HC0122  HISTORY     - Date     Condition        Report By
 HC0122  HISTORY     - 1934     MONUMENTED       CGS
 HC0122  HISTORY     - 20020906 MARK NOT FOUND   USACE
 HC0122
 HC0122                          STATION DESCRIPTION
 HC0122
 HC0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0122'2 MI S FROM LODI.
 HC0122'2.0 MILES SOUTH ALONG U.S. HIGHWAY 67 FROM THE BENNET CREEK
 HC0122'BRIDGE AT LODI, WAYNE COUNTY, 354 FEET SOUTH OF THE CENTER
 HC0122'OF THE GATEWAY TO THE HOME OF S.P. PERON, 39 FEET EAST OF THE
 HC0122'CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF THE SOUTHWEST
 HC0122'CORNER OF THE ORCHARD.  A STANDARD DISK, STAMPED E 58 1934
 HC0122'AND SET IN THE TOP OF A CONCRETE POST.
 HC0122
 HC0122                          STATION RECOVERY (2002)
 HC0122
 HC0122'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0248 ***********************************************************************
 JC0248  DESIGNATION -  E 59
 JC0248  PID         -  JC0248
 JC0248  STATE/COUNTY-  MO/JEFFERSON
 JC0248  USGS QUAD   -  HERCULANEUM (1993)
 JC0248
 JC0248                         *CURRENT SURVEY CONTROL
 JC0248  ___________________________________________________________________
 JC0248* NAD 83(1986)-  38 17 11.     (N)    090 22 49.     (W)     SCALED    
 JC0248* NAVD 88     -       133.976  (meters)     439.55   (feet)  ADJUSTED  
 JC0248  ___________________________________________________________________
 JC0248  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JC0248  DYNAMIC HT  -         133.889 (meters)     439.27  (feet)  COMP
 JC0248  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 JC0248
 JC0248  VERT ORDER  -  SECOND    CLASS 0
 JC0248
 JC0248.The horizontal coordinates were scaled from a topographic map and have
 JC0248.an estimated accuracy of +/- 6 seconds.
 JC0248
 JC0248.The orthometric height was determined by differential leveling
 JC0248.and adjusted by the National Geodetic Survey in June 1991..
 JC0248
 JC0248.The geoid height was determined by GEOID03.
 JC0248
 JC0248.The dynamic height is computed by dividing the NAVD 88
 JC0248.geopotential number by the normal gravity value computed on the
 JC0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0248.degrees latitude (g = 980.6199 gals.).
 JC0248
 JC0248.The modeled gravity was interpolated from observed gravity values.
 JC0248
 JC0248;                    North         East    Units  Estimated Accuracy
 JC0248;SPC MO E     -   272,230.      260,470.      MT  (+/- 180 meters Scaled)
 JC0248
 JC0248                          SUPERSEDED SURVEY CONTROL
 JC0248
 JC0248  NGVD 29 (??/??/92)  134.097  (m)          439.95   (f) ADJ UNCH    2 0
 JC0248
 JC0248.Superseded values are not recommended for survey control.
 JC0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0248.See file dsdata.txt to determine how the superseded data were derived.
 JC0248
 JC0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC291408(NAD 83)
 JC0248_MARKER: DB = BENCH MARK DISK
 JC0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0248_STAMPING: E 59 1934
 JC0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0248+STABILITY: SURFACE MOTION
 JC0248
 JC0248  HISTORY     - Date     Condition        Report By
 JC0248  HISTORY     - 1934     MONUMENTED       CGS
 JC0248  HISTORY     - 1935     GOOD             NGS
 JC0248  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC0248  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC0248
 JC0248                          STATION DESCRIPTION
 JC0248
 JC0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0248'0.9 MI N FROM PEVELY.
 JC0248'0.9 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0248'STATION AT PEVELY, JEFFERSON COUNTY, 180 FEET WEST OF THE
 JC0248'RIVERSIDE STATION OFFICE AND A TRACK SIGNAL, 430 FEET SOUTHWEST
 JC0248'OF THE NORTH CROSSOVER AT THE END OF THE MISSOURI-ILLINOIS
 JC0248'RAILROAD TRACK, 45 FEET WEST OF THE CROSSING OF THE ROAD LEADING
 JC0248'TO THE HUMMELSHEIM RESIDENCE, AND 15 FEET WEST OF A POLE.  A
 JC0248'STANDARD DISK, STAMPED E 59 1934 AND SET IN THE TOP OF A CONCRETE
 JC0248'POST.
 JC0248
 JC0248                          STATION RECOVERY (1987)
 JC0248
 JC0248'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCR)
 JC0248'MARK NOT FOUND.
 JC0248
 JC0248                          STATION RECOVERY (1987)
 JC0248
 JC0248'RECOVERY NOTE BY US POWER SQUADRON 1987 (VFK)
 JC0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0257 ***********************************************************************
 HD0257  DESIGNATION -  E 6
 HD0257  PID         -  HD0257
 HD0257  STATE/COUNTY-  MO/WEBSTER
 HD0257  USGS QUAD   -  FORDLAND (1982)
 HD0257
 HD0257                         *CURRENT SURVEY CONTROL
 HD0257  ___________________________________________________________________
 HD0257* NAD 83(1986)-  37 07 59.     (N)    092 58 25.     (W)     SCALED    
 HD0257* NAVD 88     -       467.529  (meters)    1533.88   (feet)  ADJUSTED  
 HD0257  ___________________________________________________________________
 HD0257  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 HD0257  DYNAMIC HT  -         467.149 (meters)    1532.64  (feet)  COMP
 HD0257  MODELED GRAV-     979,801.4   (mgal)                       NAVD 88
 HD0257
 HD0257  VERT ORDER  -  FIRST     CLASS II
 HD0257
 HD0257.The horizontal coordinates were scaled from a topographic map and have
 HD0257.an estimated accuracy of +/- 6 seconds.
 HD0257
 HD0257.The orthometric height was determined by differential leveling
 HD0257.and adjusted by the National Geodetic Survey in June 1991..
 HD0257
 HD0257.The geoid height was determined by GEOID03.
 HD0257
 HD0257.The dynamic height is computed by dividing the NAVD 88
 HD0257.geopotential number by the normal gravity value computed on the
 HD0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0257.degrees latitude (g = 980.6199 gals.).
 HD0257
 HD0257.The modeled gravity was interpolated from observed gravity values.
 HD0257
 HD0257;                    North         East    Units  Estimated Accuracy
 HD0257;SPC MO C     -   144,320.      457,920.      MT  (+/- 180 meters Scaled)
 HD0257
 HD0257                          SUPERSEDED SURVEY CONTROL
 HD0257
 HD0257  NGVD 29 (10/05/93)  467.371  (m)         1533.37   (f) ADJUSTED    1 2
 HD0257
 HD0257.Superseded values are not recommended for survey control.
 HD0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0257.See file dsdata.txt to determine how the superseded data were derived.
 HD0257
 HD0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB023096(NAD 83)
 HD0257_MARKER: DB = BENCH MARK DISK
 HD0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0257_SP_SET: CONCRETE POST
 HD0257_STAMPING: E 6 1928 1533.402
 HD0257_MARK LOGO: CGS   
 HD0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0257+STABILITY: SURFACE MOTION
 HD0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0257+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1989
 HD0257
 HD0257  HISTORY     - Date     Condition        Report By
 HD0257  HISTORY     - 1928     MONUMENTED       CGS
 HD0257  HISTORY     - 1934     GOOD             NGS
 HD0257  HISTORY     - 1977     GOOD             NGS
 HD0257  HISTORY     - 1977     GOOD             NGS
 HD0257  HISTORY     - 19891003 GOOD             NGS
 HD0257
 HD0257                          STATION DESCRIPTION
 HD0257
 HD0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0257'2.6 MI SW FROM FORDLAND.
 HD0257'2.6 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0257'FROM THE STATION AT FORDLAND, WEBSTER COUNTY, 0.2 MILE NORTH
 HD0257'OF U.S. HIGHWAY 60, AT THE NORTHWEST CORNER OF THE CROSSING OF
 HD0257'A COUNTY ROAD, 52 FEET NORTHWEST OF THE CENTER OF THE CROSSING,
 HD0257'50 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD, 46 FEET
 HD0257'NORTHWEST OF THE CENTERLINE OF THE TRACK, 49-1/2 FEET NORTHEAST
 HD0257'OF POLE 223-35, 18 FEET WEST OF THE CATTLE GUARD FENCE, AND 3
 HD0257'FEET INSIDE THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED
 HD0257'1533.402 E 6 1928 AND SET IN THE TOP OF A CONCRETE POST
 HD0257'PROJECTING 1 INCH ABOVE GROUND.
 HD0257
 HD0257                          STATION RECOVERY (1977)
 HD0257
 HD0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0257'IT IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 HD0257
 HD0257                          STATION RECOVERY (1977)
 HD0257
 HD0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0257'IT IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 HD0257
 HD0257                          STATION RECOVERY (1989)
 HD0257
 HD0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0257'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.7 KM
 HD0257'(2.30 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH
 HD0257'COUNTY ROAD FF IN FORDLAND, THENCE 0.2 KM (0.10 MI) NORTH ALONG
 HD0257'COUNTY ROAD 447, 15.5 M (50.9 FT) WEST OF THE CENTER OF THE ROAD,
 HD0257'13.3 M (43.6 FT) NORTHWEST OF THE NEAR RAIL OF THE BURLINGTON
 HD0257'NORTHERN RAILROAD, 1.3 M (4.3 FT) SOUTH OF A UTILITY POLE, 0.9 M (3.0
 HD0257'FT) SOUTHEAST OF A FENCE, 0.2 M (0.7 FT) SOUTHEAST OF A METAL WITNESS
 HD0257'POST, AND IN A CONCRETE MONUMENT THAT IS 0.1 M (0.3 FT) BELOW THE
 HD0257'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1059 ***********************************************************************
 JD1059  DESIGNATION -  E 6 B 1
 JD1059  PID         -  JD1059
 JD1059  STATE/COUNTY-  MO/BENTON
 JD1059  USGS QUAD   -  BAHNER (1972)
 JD1059
 JD1059                         *CURRENT SURVEY CONTROL
 JD1059  ___________________________________________________________________
 JD1059* NAD 83(1986)-  38 30 39.     (N)    093 12 00.     (W)     SCALED    
 JD1059* NAVD 88     -       319.414  (meters)    1047.94   (feet)  ADJUSTED  
 JD1059  ___________________________________________________________________
 JD1059  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD1059  DYNAMIC HT  -         319.186 (meters)    1047.20  (feet)  COMP
 JD1059  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 JD1059
 JD1059  VERT ORDER  -  SECOND    CLASS 0
 JD1059
 JD1059.The horizontal coordinates were scaled from a topographic map and have
 JD1059.an estimated accuracy of +/- 6 seconds.
 JD1059
 JD1059.The orthometric height was determined by differential leveling
 JD1059.and adjusted by the National Geodetic Survey in June 1991..
 JD1059
 JD1059.The geoid height was determined by GEOID03.
 JD1059
 JD1059.The dynamic height is computed by dividing the NAVD 88
 JD1059.geopotential number by the normal gravity value computed on the
 JD1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1059.degrees latitude (g = 980.6199 gals.).
 JD1059
 JD1059.The modeled gravity was interpolated from observed gravity values.
 JD1059
 JD1059;                    North         East    Units  Estimated Accuracy
 JD1059;SPC MO C     -   297,360.      438,950.      MT  (+/- 180 meters Scaled)
 JD1059
 JD1059                          SUPERSEDED SURVEY CONTROL
 JD1059
 JD1059  NGVD 29 (??/??/92)  319.29   (m)         1047.5    (f) COMPUTED    2 0
 JD1059
 JD1059.Superseded values are not recommended for survey control.
 JD1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1059.See file dsdata.txt to determine how the superseded data were derived.
 JD1059
 JD1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC825625(NAD 83)
 JD1059_MARKER: Z = SEE DESCRIPTION
 JD1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1059_SP_SET: TRIBRACH
 JD1059_STAMPING: E6 B1
 JD1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1059
 JD1059  HISTORY     - Date     Condition        Report By
 JD1059  HISTORY     - UNK      MONUMENTED       DOD
 JD1059  HISTORY     - 1963     GOOD             NGS
 JD1059
 JD1059                          STATION DESCRIPTION
 JD1059
 JD1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1059'2.2 MI N FROM COLE CAMP.
 JD1059'ABOUT 0.05 MILE WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1059'RAILROAD FROM THE STATION AT COLE CAMP, THENCE 0.9 MILE NORTH
 JD1059'ALONG COUNTY ROAD J, THENCE 1.2 MILES NORTH ALONG A GRAVELED
 JD1059'ROAD, IN SECTION 11, T 43 N, R 21 W, 0.05 MILE WEST OF THE EAST
 JD1059'END OF A 0.25 MILE OFFSET IN THE ROAD, 28 FEET SOUTH OF THE
 JD1059'CENTER LINE OF THE ROAD, 7 FEET SOUTH OF A FENCE, AND THE TOP
 JD1059'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBRACH WHICH
 JD1059'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 JD1059'4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1060 ***********************************************************************
 JD1060  DESIGNATION -  E 6 B 2
 JD1060  PID         -  JD1060
 JD1060  STATE/COUNTY-  MO/BENTON
 JD1060  USGS QUAD   -  BAHNER (1972)
 JD1060
 JD1060                         *CURRENT SURVEY CONTROL
 JD1060  ___________________________________________________________________
 JD1060* NAD 83(1986)-  38 30 22.     (N)    093 11 59.     (W)     SCALED    
 JD1060* NAVD 88     -       323.831  (meters)    1062.44   (feet)  ADJUSTED  
 JD1060  ___________________________________________________________________
 JD1060  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD1060  DYNAMIC HT  -         323.600 (meters)    1061.68  (feet)  COMP
 JD1060  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 JD1060
 JD1060  VERT ORDER  -  SECOND    CLASS 0
 JD1060
 JD1060.The horizontal coordinates were scaled from a topographic map and have
 JD1060.an estimated accuracy of +/- 6 seconds.
 JD1060
 JD1060.The orthometric height was determined by differential leveling
 JD1060.and adjusted by the National Geodetic Survey in June 1991..
 JD1060
 JD1060.The geoid height was determined by GEOID03.
 JD1060
 JD1060.The dynamic height is computed by dividing the NAVD 88
 JD1060.geopotential number by the normal gravity value computed on the
 JD1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1060.degrees latitude (g = 980.6199 gals.).
 JD1060
 JD1060.The modeled gravity was interpolated from observed gravity values.
 JD1060
 JD1060;                    North         East    Units  Estimated Accuracy
 JD1060;SPC MO C     -   296,840.      438,970.      MT  (+/- 180 meters Scaled)
 JD1060
 JD1060                          SUPERSEDED SURVEY CONTROL
 JD1060
 JD1060  NGVD 29 (??/??/92)  323.71   (m)         1062.0    (f) COMPUTED    2 0
 JD1060
 JD1060.Superseded values are not recommended for survey control.
 JD1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1060.See file dsdata.txt to determine how the superseded data were derived.
 JD1060
 JD1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC825619(NAD 83)
 JD1060_MARKER: Z = SEE DESCRIPTION
 JD1060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1060_SP_SET: TRIBRACH
 JD1060_STAMPING: E6 B2
 JD1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1060
 JD1060  HISTORY     - Date     Condition        Report By
 JD1060  HISTORY     - UNK      MONUMENTED       DOD
 JD1060  HISTORY     - 1963     GOOD             NGS
 JD1060
 JD1060                          STATION DESCRIPTION
 JD1060
 JD1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1060'2.5 MI W FROM COLE CAMP.
 JD1060'ABOUT 0.05 MILE WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1060'RAILROAD FROM THE STATION AT COLE CAMP, THENCE 0.9 MILE NORTH
 JD1060'ALONG COUNTY ROAD J, THENCE 1.25 MILES NORTH ALONG A GRAVELED
 JD1060'ROAD, THENCE 0.3 MILE SOUTH ALONG A NORTH-SOUTH FENCE LINE, IN
 JD1060'SECTION 11, T 43 N, R 21 W, 3 FEET WEST OF A FENCE, AND THE TOP
 JD1060'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 JD1060'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4
 JD1060'FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1062 ***********************************************************************
 JD1062  DESIGNATION -  E 6 Z
 JD1062  PID         -  JD1062
 JD1062  STATE/COUNTY-  MO/BENTON
 JD1062  USGS QUAD   -  BAHNER (1972)
 JD1062
 JD1062                         *CURRENT SURVEY CONTROL
 JD1062  ___________________________________________________________________
 JD1062* NAD 83(1986)-  38 30 41.     (N)    093 12 14.     (W)     SCALED    
 JD1062* NAVD 88     -       313.341  (meters)    1028.02   (feet)  ADJUSTED  
 JD1062  ___________________________________________________________________
 JD1062  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD1062  DYNAMIC HT  -         313.118 (meters)    1027.29  (feet)  COMP
 JD1062  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 JD1062
 JD1062  VERT ORDER  -  SECOND    CLASS 0
 JD1062
 JD1062.The horizontal coordinates were scaled from a topographic map and have
 JD1062.an estimated accuracy of +/- 6 seconds.
 JD1062
 JD1062.The orthometric height was determined by differential leveling
 JD1062.and adjusted by the National Geodetic Survey in June 1991..
 JD1062
 JD1062.The geoid height was determined by GEOID03.
 JD1062
 JD1062.The dynamic height is computed by dividing the NAVD 88
 JD1062.geopotential number by the normal gravity value computed on the
 JD1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1062.degrees latitude (g = 980.6199 gals.).
 JD1062
 JD1062.The modeled gravity was interpolated from observed gravity values.
 JD1062
 JD1062;                    North         East    Units  Estimated Accuracy
 JD1062;SPC MO C     -   297,430.      438,610.      MT  (+/- 180 meters Scaled)
 JD1062
 JD1062                          SUPERSEDED SURVEY CONTROL
 JD1062
 JD1062  NGVD 29 (??/??/92)  313.22   (m)         1027.6    (f) COMPUTED    2 0
 JD1062
 JD1062.Superseded values are not recommended for survey control.
 JD1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1062.See file dsdata.txt to determine how the superseded data were derived.
 JD1062
 JD1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC822625(NAD 83)
 JD1062_MARKER: DS = TRIANGULATION STATION DISK
 JD1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1062_STAMPING: E 6 Z 1963
 JD1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1062+STABILITY: SURFACE MOTION
 JD1062
 JD1062  HISTORY     - Date     Condition        Report By
 JD1062  HISTORY     - 1963     MONUMENTED       CGS
 JD1062
 JD1062                          STATION DESCRIPTION
 JD1062
 JD1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1062'2 MI N FROM COLE CAMP.
 JD1062'ABOUT 0.05 MILE WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1062'RAILROAD FROM THE STATION AT COLE CAMP, THENCE 0.9 MILE NORTH
 JD1062'ALONG COUNTY ROAD J, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 JD1062'ROAD, AT THE WEST END OF A 0.25 MILE OFFSET IN THE ROAD, IN
 JD1062'SECTION 11, T 43 N, R 21 W, 20 FEET NORTH OF THE CENTER LINE OF
 JD1062'THE ROAD, 77 FEET EAST OF THE PROJECTED CENTER LINE OF THE ROAD
 JD1062'SOUTH, 1/2 FOOT SOUTH OF A FENCE, 3.1 FEET WEST OF A METAL
 JD1062'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JD1062'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1061 ***********************************************************************
 JD1061  DESIGNATION -  E 6 Z RM 1
 JD1061  PID         -  JD1061
 JD1061  STATE/COUNTY-  MO/BENTON
 JD1061  USGS QUAD   -  BAHNER (1972)
 JD1061
 JD1061                         *CURRENT SURVEY CONTROL
 JD1061  ___________________________________________________________________
 JD1061* NAD 83(1986)-  38 30 40.     (N)    093 12 14.     (W)     SCALED    
 JD1061* NAVD 88     -       313.240  (meters)    1027.69   (feet)  ADJUSTED  
 JD1061  ___________________________________________________________________
 JD1061  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD1061  DYNAMIC HT  -         313.017 (meters)    1026.96  (feet)  COMP
 JD1061  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 JD1061
 JD1061  VERT ORDER  -  SECOND    CLASS 0
 JD1061
 JD1061.The horizontal coordinates were scaled from a topographic map and have
 JD1061.an estimated accuracy of +/- 6 seconds.
 JD1061
 JD1061.The orthometric height was determined by differential leveling
 JD1061.and adjusted by the National Geodetic Survey in June 1991..
 JD1061
 JD1061.The geoid height was determined by GEOID03.
 JD1061
 JD1061.The dynamic height is computed by dividing the NAVD 88
 JD1061.geopotential number by the normal gravity value computed on the
 JD1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1061.degrees latitude (g = 980.6199 gals.).
 JD1061
 JD1061.The modeled gravity was interpolated from observed gravity values.
 JD1061
 JD1061;                    North         East    Units  Estimated Accuracy
 JD1061;SPC MO C     -   297,400.      438,610.      MT  (+/- 180 meters Scaled)
 JD1061
 JD1061                          SUPERSEDED SURVEY CONTROL
 JD1061
 JD1061  NGVD 29 (??/??/92)  313.12   (m)         1027.3    (f) COMPUTED    2 0
 JD1061
 JD1061.Superseded values are not recommended for survey control.
 JD1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1061.See file dsdata.txt to determine how the superseded data were derived.
 JD1061
 JD1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC822625(NAD 83)
 JD1061_MARKER: DR = REFERENCE MARK DISK
 JD1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1061_STAMPING: E 6 Z NO 1 1963
 JD1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1061+STABILITY: SURFACE MOTION
 JD1061
 JD1061  HISTORY     - Date     Condition        Report By
 JD1061  HISTORY     - 1963     MONUMENTED       CGS
 JD1061
 JD1061                          STATION DESCRIPTION
 JD1061
 JD1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1061'2 MI N FROM COLE CAMP.
 JD1061'ABOUT 0.05 MILE WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1061'RAILROAD FROM THE STATION AT COLE CAMP, THENCE 0.9 MILE NORTH
 JD1061'ALONG COUNTY ROAD J, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 JD1061'ROAD, IN SECTION 11, T 43 N, R 21 W, 20 FEET SOUTH OF THE CENTER
 JD1061'LINE OF THE ROAD, 77 FEET EAST OF THE PROJECTED CENTER LINE OF A
 JD1061'ROAD SOUTH, 1 FOOT NORTH OF A FENCE, 37.1 FEET SOUTH AND ACROSS
 JD1061'THE ROAD FROM E 6 1963, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JD1061'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1063 ***********************************************************************
 JD1063  DESIGNATION -  E 6 Z RM 2
 JD1063  PID         -  JD1063
 JD1063  STATE/COUNTY-  MO/BENTON
 JD1063  USGS QUAD   -  BAHNER (1972)
 JD1063
 JD1063                         *CURRENT SURVEY CONTROL
 JD1063  ___________________________________________________________________
 JD1063* NAD 83(1986)-  38 30 41.     (N)    093 12 15.     (W)     SCALED    
 JD1063* NAVD 88     -       312.966  (meters)    1026.79   (feet)  ADJUSTED  
 JD1063  ___________________________________________________________________
 JD1063  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD1063  DYNAMIC HT  -         312.743 (meters)    1026.06  (feet)  COMP
 JD1063  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 JD1063
 JD1063  VERT ORDER  -  SECOND    CLASS 0
 JD1063
 JD1063.The horizontal coordinates were scaled from a topographic map and have
 JD1063.an estimated accuracy of +/- 6 seconds.
 JD1063
 JD1063.The orthometric height was determined by differential leveling
 JD1063.and adjusted by the National Geodetic Survey in June 1991..
 JD1063
 JD1063.The geoid height was determined by GEOID03.
 JD1063
 JD1063.The dynamic height is computed by dividing the NAVD 88
 JD1063.geopotential number by the normal gravity value computed on the
 JD1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1063.degrees latitude (g = 980.6199 gals.).
 JD1063
 JD1063.The modeled gravity was interpolated from observed gravity values.
 JD1063
 JD1063;                    North         East    Units  Estimated Accuracy
 JD1063;SPC MO C     -   297,430.      438,590.      MT  (+/- 180 meters Scaled)
 JD1063
 JD1063                          SUPERSEDED SURVEY CONTROL
 JD1063
 JD1063  NGVD 29 (??/??/92)  312.84   (m)         1026.4    (f) COMPUTED    2 0
 JD1063
 JD1063.Superseded values are not recommended for survey control.
 JD1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1063.See file dsdata.txt to determine how the superseded data were derived.
 JD1063
 JD1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC822625(NAD 83)
 JD1063_MARKER: DR = REFERENCE MARK DISK
 JD1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1063_STAMPING: E 6 Z NO 2 1963
 JD1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1063+STABILITY: SURFACE MOTION
 JD1063
 JD1063  HISTORY     - Date     Condition        Report By
 JD1063  HISTORY     - 1963     MONUMENTED       CGS
 JD1063
 JD1063                          STATION DESCRIPTION
 JD1063
 JD1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1063'2 MI N FROM COLE CAMP.
 JD1063'ABOUT 0.05 MILE WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1063'RAILROAD FROM THE STATION AT COLE CAMP, THENCE 0.9 MILE NORTH
 JD1063'ALONG COUNTY ROAD J, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 JD1063'ROAD, IN SECTION 11, T 43 N, R 21 W, 40 FEET NORTH OF THE CENTER
 JD1063'LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE, 51.9 FEET WEST OF E 6
 JD1063'Z 1963, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JD1063'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0587 ***********************************************************************
 GF0587  DESIGNATION -  E 60
 GF0587  PID         -  GF0587
 GF0587  STATE/COUNTY-  MO/LAWRENCE
 GF0587  USGS QUAD   -  AURORA (1974)
 GF0587
 GF0587                         *CURRENT SURVEY CONTROL
 GF0587  ___________________________________________________________________
 GF0587* NAD 83(1986)-  36 58 32.     (N)    093 43 06.     (W)     SCALED    
 GF0587* NAVD 88     -       417.430  (meters)    1369.52   (feet)  ADJUSTED  
 GF0587  ___________________________________________________________________
 GF0587  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GF0587  DYNAMIC HT  -         417.077 (meters)    1368.36  (feet)  COMP
 GF0587  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GF0587
 GF0587  VERT ORDER  -  FIRST     CLASS II
 GF0587
 GF0587.The horizontal coordinates were scaled from a topographic map and have
 GF0587.an estimated accuracy of +/- 6 seconds.
 GF0587
 GF0587.The orthometric height was determined by differential leveling
 GF0587.and adjusted by the National Geodetic Survey in June 1991..
 GF0587.WARNING-Repeat measurements at this control monument indicate possible
 GF0587.vertical movement.
 GF0587
 GF0587.The geoid height was determined by GEOID03.
 GF0587
 GF0587.The dynamic height is computed by dividing the NAVD 88
 GF0587.geopotential number by the normal gravity value computed on the
 GF0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0587.degrees latitude (g = 980.6199 gals.).
 GF0587
 GF0587.The modeled gravity was interpolated from observed gravity values.
 GF0587
 GF0587;                    North         East    Units  Estimated Accuracy
 GF0587;SPC MO W     -    90,040.      919,600.      MT  (+/- 180 meters Scaled)
 GF0587
 GF0587                          SUPERSEDED SURVEY CONTROL
 GF0587
 GF0587  NGVD 29 (??/??/92)  417.256  (m)         1368.95   (f) ADJ UNCH    1 2
 GF0587
 GF0587.Superseded values are not recommended for survey control.
 GF0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0587.See file dsdata.txt to determine how the superseded data were derived.
 GF0587
 GF0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA360924(NAD 83)
 GF0587_MARKER: DB = BENCH MARK DISK
 GF0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0587_SP_SET: FOUNDATION
 GF0587_STAMPING: E 60 1934
 GF0587_MARK LOGO: CGS   
 GF0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0587+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1989
 GF0587
 GF0587  HISTORY     - Date     Condition        Report By
 GF0587  HISTORY     - 1934     MONUMENTED       CGS
 GF0587  HISTORY     - 1934     GOOD             NGS
 GF0587  HISTORY     - 19891023 GOOD             NGS
 GF0587
 GF0587                          STATION DESCRIPTION
 GF0587
 GF0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0587'AT AURORA.
 GF0587'AT AURORA, LAWRENCE COUNTY, ACROSS THE STREET FROM THE MISSOURI
 GF0587'PACIFIC RAILROAD PASSENGER STATION, AT THE SOUTHEAST CORNER
 GF0587'OF THE INTERSECTION OF JEFFERSON AVENUE WITH EAST OLIVE STREET,
 GF0587'IN THE NORTH FACE OF THE POST-OFFICE BUILDING, 1.2 FEET EAST
 GF0587'OF THE NORTHWEST CORNER OF THE BUILDING, AND 2.6 FEET ABOVE
 GF0587'GROUND.  A STANDARD DISK, STAMPED E 60 1934 AND SET VERTICALLY.
 GF0587
 GF0587                          STATION RECOVERY (1989)
 GF0587
 GF0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0587'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN AURORA,
 GF0587'AT THE INTERSECTION OF JEFFERSON AVENUE AND OLIVE STREET, SET
 GF0587'VERTICALLY IN THE NORTH FACE OF THE POST OFFICE, 17.0 M (55.8 FT)
 GF0587'EAST OF THE CENTER OF THE AVENUE, 15.3 M (50.2 FT) SOUTH OF THE
 GF0587'CENTERLINE OF THE STREET, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 GF0587'STREET, AND 0.4 M (1.3 FT) EAST OF THE NORTHEAST CORNER OF THE
 GF0587'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0228 ***********************************************************************
 GF0228  DESIGNATION -  E 61
 GF0228  PID         -  GF0228
 GF0228  STATE/COUNTY-  MO/TANEY
 GF0228  USGS QUAD   -  GARBER (1989)
 GF0228
 GF0228                         *CURRENT SURVEY CONTROL
 GF0228  ___________________________________________________________________
 GF0228* NAD 83(1986)-  36 40 26.     (N)    093 16 28.     (W)     SCALED    
 GF0228* NAVD 88     -       248.005  (meters)     813.66   (feet)  ADJUSTED  
 GF0228  ___________________________________________________________________
 GF0228  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GF0228  DYNAMIC HT  -         247.792 (meters)     812.96  (feet)  COMP
 GF0228  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 GF0228
 GF0228  VERT ORDER  -  SECOND    CLASS 0
 GF0228
 GF0228.The horizontal coordinates were scaled from a topographic map and have
 GF0228.an estimated accuracy of +/- 6 seconds.
 GF0228
 GF0228.The orthometric height was determined by differential leveling
 GF0228.and adjusted by the National Geodetic Survey in June 1991..
 GF0228
 GF0228.The geoid height was determined by GEOID03.
 GF0228
 GF0228.The dynamic height is computed by dividing the NAVD 88
 GF0228.geopotential number by the normal gravity value computed on the
 GF0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0228.degrees latitude (g = 980.6199 gals.).
 GF0228
 GF0228.The modeled gravity was interpolated from observed gravity values.
 GF0228
 GF0228;                    North         East    Units  Estimated Accuracy
 GF0228;SPC MO C     -    93,540.      430,780.      MT  (+/- 180 meters Scaled)
 GF0228
 GF0228                          SUPERSEDED SURVEY CONTROL
 GF0228
 GF0228  NGVD 29 (??/??/92)  247.872  (m)          813.23   (f) ADJ UNCH    2 0
 GF0228
 GF0228.Superseded values are not recommended for survey control.
 GF0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0228.See file dsdata.txt to determine how the superseded data were derived.
 GF0228
 GF0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA754587(NAD 83)
 GF0228_MARKER: DB = BENCH MARK DISK
 GF0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0228_STAMPING: E 61 1934
 GF0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0228+STABILITY: SURFACE MOTION
 GF0228
 GF0228  HISTORY     - Date     Condition        Report By
 GF0228  HISTORY     - 1934     MONUMENTED       CGS
 GF0228
 GF0228                          STATION DESCRIPTION
 GF0228
 GF0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0228'5 MI NW FROM BRANSON.
 GF0228'5 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GF0228'STATION AT BRANSON, TANEY COUNTY, 155 FEET WEST OF POLE 452+10,
 GF0228'0.1 MILE NORTHWEST OF BRIDGE 113 OVER ROARK CREEK, 215 FEET
 GF0228'SOUTH OF THE CENTER OF A FARM-ROAD CROSSING, 3.9 FEET SOUTHWEST
 GF0228'OF THE MARKER READING GRETNA SWITCH ONE MILE, 46.8 FEET SOUTHWEST
 GF0228'OF THE CENTERLINE OF THE TRACK, AND 2 FEET NORTHEAST OF THE
 GF0228'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED E 61 1934 AND
 GF0228'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0159 ***********************************************************************
 GF0159  DESIGNATION -  E 62
 GF0159  PID         -  GF0159
 GF0159  STATE/COUNTY-  MO/TANEY
 GF0159  USGS QUAD   -  BRADLEYVILLE (1982)
 GF0159
 GF0159                         *CURRENT SURVEY CONTROL
 GF0159  ___________________________________________________________________
 GF0159* NAD 83(1986)-  36 46 58.     (N)    092 56 05.     (W)     SCALED    
 GF0159* NAVD 88     -       326.804  (meters)    1072.19   (feet)  ADJUSTED  
 GF0159  ___________________________________________________________________
 GF0159  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GF0159  DYNAMIC HT  -         326.534 (meters)    1071.30  (feet)  COMP
 GF0159  MODELED GRAV-     979,796.0   (mgal)                       NAVD 88
 GF0159
 GF0159  VERT ORDER  -  SECOND    CLASS 0
 GF0159
 GF0159.The horizontal coordinates were scaled from a topographic map and have
 GF0159.an estimated accuracy of +/- 6 seconds.
 GF0159
 GF0159.The orthometric height was determined by differential leveling
 GF0159.and adjusted by the National Geodetic Survey in June 1991..
 GF0159
 GF0159.The geoid height was determined by GEOID03.
 GF0159
 GF0159.The dynamic height is computed by dividing the NAVD 88
 GF0159.geopotential number by the normal gravity value computed on the
 GF0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0159.degrees latitude (g = 980.6199 gals.).
 GF0159
 GF0159.The modeled gravity was interpolated from observed gravity values.
 GF0159
 GF0159;                    North         East    Units  Estimated Accuracy
 GF0159;SPC MO C     -   105,440.      461,200.      MT  (+/- 180 meters Scaled)
 GF0159
 GF0159                          SUPERSEDED SURVEY CONTROL
 GF0159
 GF0159  NGVD 29 (??/??/92)  326.673  (m)         1071.76   (f) ADJ UNCH    2 0
 GF0159
 GF0159.Superseded values are not recommended for survey control.
 GF0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0159.See file dsdata.txt to determine how the superseded data were derived.
 GF0159
 GF0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA058707(NAD 83)
 GF0159_MARKER: DB = BENCH MARK DISK
 GF0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0159_STAMPING: E 62 1934
 GF0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0159+STABILITY: SURFACE MOTION
 GF0159
 GF0159  HISTORY     - Date     Condition        Report By
 GF0159  HISTORY     - 1934     MONUMENTED       CGS
 GF0159
 GF0159                          STATION DESCRIPTION
 GF0159
 GF0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0159'1.7 MI SW FROM BRADLEYVILLE.
 GF0159'1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 76 FROM THE JUNCTION
 GF0159'WITH COUNTY HIGHWAY A AT BRADLEYVILLE, TANEY COUNTY, 0.1 MILE
 GF0159'WEST OF A HIGHWAY MARKER HILL, 360 FEET WEST OF A HIGHWAY MARKER
 GF0159'WINDING ROAD, 130 FEET NORTHWEST OF THE HEAD OF A GULCH AT THE
 GF0159'SIDE OF THE ROAD, AT A CURVE, AND 36.5 FEET NORTH OF THE CENTERLINE
 GF0159'OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 62 1934 AND SET IN
 GF0159'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0345 ***********************************************************************
 HD0345  DESIGNATION -  E 63
 HD0345  PID         -  HD0345
 HD0345  STATE/COUNTY-  MO/DOUGLAS
 HD0345  USGS QUAD   -  MANSFIELD (1985)
 HD0345
 HD0345                         *CURRENT SURVEY CONTROL
 HD0345  ___________________________________________________________________
 HD0345* NAD 83(1986)-  37 03 04.     (N)    092 35 58.     (W)     SCALED    
 HD0345* NAVD 88     -       402.180  (meters)    1319.49   (feet)  ADJUSTED  
 HD0345  ___________________________________________________________________
 HD0345  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HD0345  DYNAMIC HT  -         401.853 (meters)    1318.41  (feet)  COMP
 HD0345  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 HD0345
 HD0345  VERT ORDER  -  SECOND    CLASS 0
 HD0345
 HD0345.The horizontal coordinates were scaled from a topographic map and have
 HD0345.an estimated accuracy of +/- 6 seconds.
 HD0345
 HD0345.The orthometric height was determined by differential leveling
 HD0345.and adjusted by the National Geodetic Survey in June 1991..
 HD0345
 HD0345.The geoid height was determined by GEOID03.
 HD0345
 HD0345.The dynamic height is computed by dividing the NAVD 88
 HD0345.geopotential number by the normal gravity value computed on the
 HD0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0345.degrees latitude (g = 980.6199 gals.).
 HD0345
 HD0345.The modeled gravity was interpolated from observed gravity values.
 HD0345
 HD0345;                    North         East    Units  Estimated Accuracy
 HD0345;SPC MO C     -   135,130.      491,160.      MT  (+/- 180 meters Scaled)
 HD0345
 HD0345                          SUPERSEDED SURVEY CONTROL
 HD0345
 HD0345  NGVD 29 (??/??/92)  402.034  (m)         1319.01   (f) ADJ UNCH    2 0
 HD0345
 HD0345.Superseded values are not recommended for survey control.
 HD0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0345.See file dsdata.txt to determine how the superseded data were derived.
 HD0345
 HD0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB356006(NAD 83)
 HD0345_MARKER: DB = BENCH MARK DISK
 HD0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0345_STAMPING: E 63 1934
 HD0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0345+STABILITY: SURFACE MOTION
 HD0345
 HD0345  HISTORY     - Date     Condition        Report By
 HD0345  HISTORY     - 1934     MONUMENTED       CGS
 HD0345  HISTORY     - 1941     GOOD             NGS
 HD0345  HISTORY     - 1977     GOOD             NGS
 HD0345  HISTORY     - 1977     GOOD             NGS
 HD0345  HISTORY     - 1988     GOOD             USPSQD
 HD0345
 HD0345                          STATION DESCRIPTION
 HD0345
 HD0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HD0345'5.2 MI S FROM MANSFIELD.
 HD0345'IN DOUGLAS COUNTY, 5.2 MILES SOUTH ALONG STATE HIGHWAY 5 FROM
 HD0345'THE FARMERS EXCHANGE BUILDING AT MANSFIELD, WRIGHT COUNTY, 0.2
 HD0345'MILE SOUTHEAST OF THE MAIL BOX OF MRS. J.S. TURLEY, AT THE
 HD0345'JUNCTION WITH A ROAD LEADING SOUTH, 150 FEET SOUTHWEST OF POLE
 HD0345'205, AT THE OUTSIDE OF A CURVE, 34 FEET SOUTHWEST OF THE
 HD0345'CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF THE CORNER POST OF
 HD0345'A FENCE, AND 1 FOOT WEST OF A PROPERTY-LINE FENCE.  A STANDARD
 HD0345'DISK, STAMPED E 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HD0345
 HD0345                          STATION RECOVERY (1977)
 HD0345
 HD0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0345'IT IS BY AN UN-MARKED ROAD, 4.65 MILES SOUTH OF THE INTERSECTION OF
 HD0345'BUSINESS HIGHWAY 60 AND COUNTY ROAD U AT THE SE EDGE OF MANSFIELD. IT
 HD0345'IS 1 FOOT NORTHWEST OF FENCE CORNER AND WITNESS POST.
 HD0345
 HD0345                          STATION RECOVERY (1977)
 HD0345
 HD0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0345'IT IS BY AN UN-MARKED ROAD, 4.65 MILES SOUTH OF THE INTERSECTION OF
 HD0345'BUSINESS HIGHWAY 60 AND COUNTY ROAD U AT THE SE EDGE OF MANSFIELD. IT
 HD0345'IS 1 FOOT NORTHWEST OF FENCE CORNER AND WITNESS POST.
 HD0345
 HD0345                          STATION RECOVERY (1988)
 HD0345
 HD0345'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0708 ***********************************************************************
 HD0708  DESIGNATION -  E 64
 HD0708  PID         -  HD0708
 HD0708  STATE/COUNTY-  MO/GREENE
 HD0708  USGS QUAD   -  GALLOWAY (1975)
 HD0708
 HD0708                         *CURRENT SURVEY CONTROL
 HD0708  ___________________________________________________________________
 HD0708* NAD 83(1986)-  37 08 11.     (N)    093 14 19.     (W)     SCALED    
 HD0708* NAVD 88     -       358.402  (meters)    1175.86   (feet)  ADJUSTED  
 HD0708  ___________________________________________________________________
 HD0708  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HD0708  DYNAMIC HT  -         358.110 (meters)    1174.90  (feet)  COMP
 HD0708  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 HD0708
 HD0708  VERT ORDER  -  FIRST     CLASS II
 HD0708
 HD0708.The horizontal coordinates were scaled from a topographic map and have
 HD0708.an estimated accuracy of +/- 6 seconds.
 HD0708
 HD0708.The orthometric height was determined by differential leveling
 HD0708.and adjusted by the National Geodetic Survey in June 1991..
 HD0708
 HD0708.The geoid height was determined by GEOID03.
 HD0708
 HD0708.The dynamic height is computed by dividing the NAVD 88
 HD0708.geopotential number by the normal gravity value computed on the
 HD0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0708.degrees latitude (g = 980.6199 gals.).
 HD0708
 HD0708.The modeled gravity was interpolated from observed gravity values.
 HD0708
 HD0708;                    North         East    Units  Estimated Accuracy
 HD0708;SPC MO C     -   144,840.      434,380.      MT  (+/- 180 meters Scaled)
 HD0708
 HD0708                          SUPERSEDED SURVEY CONTROL
 HD0708
 HD0708  NGVD 29 (10/05/93)  358.253  (m)         1175.37   (f) ADJUSTED    1 2
 HD0708
 HD0708.Superseded values are not recommended for survey control.
 HD0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0708.See file dsdata.txt to determine how the superseded data were derived.
 HD0708
 HD0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB788100(NAD 83)
 HD0708_MARKER: DB = BENCH MARK DISK
 HD0708_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HD0708_SP_SET: HEADWALL
 HD0708_STAMPING: E 64 1934
 HD0708_MARK LOGO: CGS   
 HD0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0708+STABILITY: SURFACE MOTION
 HD0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0708+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 HD0708
 HD0708  HISTORY     - Date     Condition        Report By
 HD0708  HISTORY     - 1934     MONUMENTED       CGS
 HD0708  HISTORY     - 1942     GOOD             NGS
 HD0708  HISTORY     - 19891010 GOOD             NGS
 HD0708
 HD0708                          STATION DESCRIPTION
 HD0708
 HD0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HD0708'7.3 MI SE FROM SPRINGFIELD.
 HD0708'7.3 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0708'THE PASSENGER STATION AT SPRINGFIELD, GREENE COUNTY, 135 FEET
 HD0708'SOUTH OF THE STATION AT GALLOWAY, 160 FEET WEST OF THE CENTER
 HD0708'OF THE CROSSING OF COUNTY HIGHWAY M, AT A DOUBLE 12-BY-12-FOOT
 HD0708'HIGHWAY CULVERT, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL,
 HD0708'AND ABOUT 1 FOOT HIGHER THAN THE ROADBED.  A STANDARD DISK, STAMPED
 HD0708'E 64 1934.
 HD0708
 HD0708                          STATION RECOVERY (1989)
 HD0708
 HD0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0708'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 HD0708'GALLOWAY, AT THE INTERSECTION OF EAST REPUBLIC STREET AND SOUTH LONE
 HD0708'PINE AVENUE, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE
 HD0708'NORTH CONCRETE HEADWALL OF A DOUBLE BOX CULVERT UNDER THE STREET,
 HD0708'86.4 M (283.5 FT) WEST OF THE CENTERLINE OF THE AVENUE, 5.5 M (18.0
 HD0708'FT) NORTH OF THE CENTERLINE OF THE STREET, AND LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0275 ***********************************************************************
 GF0275  DESIGNATION -  E 65
 GF0275  PID         -  GF0275
 GF0275  STATE/COUNTY-  MO/CHRISTIAN
 GF0275  USGS QUAD   -  GARRISON (1955)
 GF0275
 GF0275                         *CURRENT SURVEY CONTROL
 GF0275  ___________________________________________________________________
 GF0275* NAD 83(1986)-  36 51 21.     (N)    093 07 24.     (W)     SCALED    
 GF0275* NAVD 88     -       401.460  (meters)    1317.12   (feet)  ADJUSTED  
 GF0275  ___________________________________________________________________
 GF0275  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GF0275  DYNAMIC HT  -         401.126 (meters)    1316.03  (feet)  COMP
 GF0275  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 GF0275
 GF0275  VERT ORDER  -  SECOND    CLASS 0
 GF0275
 GF0275.The horizontal coordinates were scaled from a topographic map and have
 GF0275.an estimated accuracy of +/- 6 seconds.
 GF0275
 GF0275.The orthometric height was determined by differential leveling
 GF0275.and adjusted by the National Geodetic Survey in June 1991..
 GF0275
 GF0275.The geoid height was determined by GEOID03.
 GF0275
 GF0275.The dynamic height is computed by dividing the NAVD 88
 GF0275.geopotential number by the normal gravity value computed on the
 GF0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0275.degrees latitude (g = 980.6199 gals.).
 GF0275
 GF0275.The modeled gravity was interpolated from observed gravity values.
 GF0275
 GF0275;                    North         East    Units  Estimated Accuracy
 GF0275;SPC MO C     -   113,640.      444,420.      MT  (+/- 180 meters Scaled)
 GF0275
 GF0275                          SUPERSEDED SURVEY CONTROL
 GF0275
 GF0275  NGVD 29 (??/??/92)  401.329  (m)         1316.69   (f) ADJ UNCH    2 0
 GF0275
 GF0275.Superseded values are not recommended for survey control.
 GF0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0275.See file dsdata.txt to determine how the superseded data were derived.
 GF0275
 GF0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA890788(NAD 83)
 GF0275_MARKER: DB = BENCH MARK DISK
 GF0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0275_STAMPING: E 65 1934
 GF0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0275+STABILITY: SURFACE MOTION
 GF0275
 GF0275  HISTORY     - Date     Condition        Report By
 GF0275  HISTORY     - 1934     MONUMENTED       CGS
 GF0275
 GF0275                          STATION DESCRIPTION
 GF0275
 GF0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0275'7.6 MI S FROM CHADWICK.
 GF0275'7.6 MILES SOUTH ALONG THE PINE RIDGE ROAD FROM THE CONSOLIDATED
 GF0275'SCHOOL AT CHADWICK, CHRISTIAN COUNTY, 180 FEET NORTH OF THE SOUTH
 GF0275'JUNCTION WITH A ROAD LEADING WEST, 31.5 FEET SOUTHWEST OF THE
 GF0275'E.F. WILLIAMS MAIL BOX, AND 26.7 FEET WEST OF THE CENTERLINE
 GF0275'OF THE PINE RIDGE ROAD.  A STANDARD DISK, STAMPED E 65 1934 AND
 GF0275'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0032 ***********************************************************************
 GF0032  DESIGNATION -  E 66
 GF0032  PID         -  GF0032
 GF0032  STATE/COUNTY-  MO/OZARK
 GF0032  USGS QUAD   -  GAINESVILLE (1968)
 GF0032
 GF0032                         *CURRENT SURVEY CONTROL
 GF0032  ___________________________________________________________________
 GF0032* NAD 83(1986)-  36 33 48.     (N)    092 28 43.     (W)     SCALED    
 GF0032* NAVD 88     -       338.619  (meters)    1110.95   (feet)  ADJUSTED  
 GF0032  ___________________________________________________________________
 GF0032  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GF0032  DYNAMIC HT  -         338.337 (meters)    1110.03  (feet)  COMP
 GF0032  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 GF0032
 GF0032  VERT ORDER  -  SECOND    CLASS 0
 GF0032
 GF0032.The horizontal coordinates were scaled from a topographic map and have
 GF0032.an estimated accuracy of +/- 6 seconds.
 GF0032
 GF0032.The orthometric height was determined by differential leveling
 GF0032.and adjusted by the National Geodetic Survey in June 1991..
 GF0032
 GF0032.The geoid height was determined by GEOID03.
 GF0032
 GF0032.The dynamic height is computed by dividing the NAVD 88
 GF0032.geopotential number by the normal gravity value computed on the
 GF0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0032.degrees latitude (g = 980.6199 gals.).
 GF0032
 GF0032.The modeled gravity was interpolated from observed gravity values.
 GF0032
 GF0032;                    North         East    Units  Estimated Accuracy
 GF0032;SPC MO C     -    81,000.      501,920.      MT  (+/- 180 meters Scaled)
 GF0032
 GF0032                          SUPERSEDED SURVEY CONTROL
 GF0032
 GF0032  NGVD 29 (??/??/92)  338.490  (m)         1110.53   (f) ADJ UNCH    2 0
 GF0032
 GF0032.Superseded values are not recommended for survey control.
 GF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0032.See file dsdata.txt to determine how the superseded data were derived.
 GF0032
 GF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA466465(NAD 83)
 GF0032_MARKER: DB = BENCH MARK DISK
 GF0032_SETTING: 66 = SET IN ROCK OUTCROP
 GF0032_SP_SET: ROCK OUTCROP
 GF0032_STAMPING: E 66 1934
 GF0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0032+STABILITY: POSITION/ELEVATION WELL
 GF0032
 GF0032  HISTORY     - Date     Condition        Report By
 GF0032  HISTORY     - 1934     MONUMENTED       CGS
 GF0032  HISTORY     - 1979     GOOD             NGS
 GF0032  HISTORY     - 20040830 GOOD             MODNR
 GF0032
 GF0032                          STATION DESCRIPTION
 GF0032
 GF0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0032'5.2 MI SW FROM GAINESVILLE.
 GF0032'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE JUNCTION
 GF0032'WITH STATE HIGHWAY 80 AT GAINESVILLE, OZARK COUNTY, AT THE
 GF0032'SOUTHWEST END OF A SADDLE IN A RIDGE, 52 FEET SOUTHEAST OF THE
 GF0032'CENTERLINE OF THE HIGHWAY, 27 FEET NORTHEAST OF A CONCRETE
 GF0032'RIGHT-OF-WAY MARKER, 22 FEET NORTH OF AN OAK TREE, IN THE TOP
 GF0032'OF A LIMESTONE OUTCROP, 3 FEET WEST OF THE EDGE OF THE OUTCROP,
 GF0032'AND ABOUT 2.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GF0032'STAMPED E 66 1934.
 GF0032
 GF0032                          STATION RECOVERY (1979)
 GF0032
 GF0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GF0032'MARK IS ALSO 101 FEET SOUTHEAST OF, AND ACROSS THE ROAD FROM A FENCE
 GF0032'CORNER AT THE NORTH END OF A HIGHWAY DEPARTMENT GRAVEL STORAGE AREA.
 GF0032
 GF0032                          STATION RECOVERY (2004)
 GF0032
 GF0032'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 GF0032'RECOVERED IN GOOD CONDITION. AT THIS TIME BENCHNARK IS ARE UNDER
 GF0032'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0014 ***********************************************************************
 GF0014  DESIGNATION -  E 67
 GF0014  PID         -  GF0014
 GF0014  STATE/COUNTY-  MO/OZARK
 GF0014  USGS QUAD   -  UDALL (1968)
 GF0014
 GF0014                         *CURRENT SURVEY CONTROL
 GF0014  ___________________________________________________________________
 GF0014* NAD 83(1986)-  36 34 58.     (N)    092 19 17.     (W)     SCALED    
 GF0014* NAVD 88     -       275.149  (meters)     902.72   (feet)  ADJUSTED  
 GF0014  ___________________________________________________________________
 GF0014  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 GF0014  DYNAMIC HT  -         274.923 (meters)     901.98  (feet)  COMP
 GF0014  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 GF0014
 GF0014  VERT ORDER  -  SECOND    CLASS 0
 GF0014
 GF0014.The horizontal coordinates were scaled from a topographic map and have
 GF0014.an estimated accuracy of +/- 6 seconds.
 GF0014
 GF0014.The orthometric height was determined by differential leveling
 GF0014.and adjusted by the National Geodetic Survey in June 1991..
 GF0014
 GF0014.The geoid height was determined by GEOID03.
 GF0014
 GF0014.The dynamic height is computed by dividing the NAVD 88
 GF0014.geopotential number by the normal gravity value computed on the
 GF0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0014.degrees latitude (g = 980.6199 gals.).
 GF0014
 GF0014.The modeled gravity was interpolated from observed gravity values.
 GF0014
 GF0014;                    North         East    Units  Estimated Accuracy
 GF0014;SPC MO C     -    83,170.      515,980.      MT  (+/- 180 meters Scaled)
 GF0014
 GF0014                          SUPERSEDED SURVEY CONTROL
 GF0014
 GF0014  NGVD 29 (??/??/92)  275.018  (m)          902.29   (f) ADJ UNCH    2 0
 GF0014
 GF0014.Superseded values are not recommended for survey control.
 GF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0014.See file dsdata.txt to determine how the superseded data were derived.
 GF0014
 GF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA607488(NAD 83)
 GF0014_MARKER: DB = BENCH MARK DISK
 GF0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0014_STAMPING: E 67 1934
 GF0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0014+STABILITY: SURFACE MOTION
 GF0014
 GF0014  HISTORY     - Date     Condition        Report By
 GF0014  HISTORY     - 1934     MONUMENTED       CGS
 GF0014
 GF0014                          STATION DESCRIPTION
 GF0014
 GF0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0014'0.5 MI W FROM HARDENVILLE.
 GF0014'0.5 MILE WEST ALONG STATE HIGHWAY 80 FROM THE GENERAL STORE
 GF0014'AT HARDENVILLE, OZARK COUNTY, 240 FEET WEST OF THE W.J. LATHAM
 GF0014'MAIL BOX, 80 FEET EAST OF POLE 1112, 39 FEET NORTH OF THE
 GF0014'CENTERLINE OF THE HIGHWAY, 32 FEET NORTHWEST OF A FENCE CORNER,
 GF0014'AND 1 FOOT SOUTH OF THE PROPERTY-LINE FENCE.  A STANDARD DISK,
 GF0014'STAMPED E 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0422 ***********************************************************************
 GE0422  DESIGNATION -  E 68
 GE0422  PID         -  GE0422
 GE0422  STATE/COUNTY-  MO/OREGON
 GE0422  USGS QUAD   -  RIVERTON (1965)
 GE0422
 GE0422                         *CURRENT SURVEY CONTROL
 GE0422  ___________________________________________________________________
 GE0422* NAD 83(1986)-  36 39 03.     (N)    091 08 51.     (W)     SCALED    
 GE0422* NAVD 88     -       201.519  (meters)     661.15   (feet)  ADJUSTED  
 GE0422  ___________________________________________________________________
 GE0422  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GE0422  DYNAMIC HT  -         201.352 (meters)     660.60  (feet)  COMP
 GE0422  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GE0422
 GE0422  VERT ORDER  -  SECOND    CLASS 0
 GE0422
 GE0422.The horizontal coordinates were scaled from a topographic map and have
 GE0422.an estimated accuracy of +/- 6 seconds.
 GE0422
 GE0422.The orthometric height was determined by differential leveling
 GE0422.and adjusted by the National Geodetic Survey in June 1991..
 GE0422
 GE0422.The geoid height was determined by GEOID03.
 GE0422
 GE0422.The dynamic height is computed by dividing the NAVD 88
 GE0422.geopotential number by the normal gravity value computed on the
 GE0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0422.degrees latitude (g = 980.6199 gals.).
 GE0422
 GE0422.The modeled gravity was interpolated from observed gravity values.
 GE0422
 GE0422;                    North         East    Units  Estimated Accuracy
 GE0422;SPC MO E     -    90,900.      192,110.      MT  (+/- 180 meters Scaled)
 GE0422
 GE0422                          SUPERSEDED SURVEY CONTROL
 GE0422
 GE0422  NGVD 29 (??/??/92)  201.416  (m)          660.81   (f) ADJ UNCH    2 0
 GE0422
 GE0422.Superseded values are not recommended for survey control.
 GE0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0422.See file dsdata.txt to determine how the superseded data were derived.
 GE0422
 GE0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA655577(NAD 83)
 GE0422_MARKER: DB = BENCH MARK DISK
 GE0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0422_STAMPING: E 68 1934
 GE0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0422+STABILITY: SURFACE MOTION
 GE0422
 GE0422  HISTORY     - Date     Condition        Report By
 GE0422  HISTORY     - 1934     MONUMENTED       CGS
 GE0422
 GE0422                          STATION DESCRIPTION
 GE0422
 GE0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0422'3.3 MI E FROM RIVERTON.
 GE0422'3.3 MILES EAST ALONG STATE HIGHWAY 14 FROM BRIDGE K 272 OVER
 GE0422'ELEVEN POINTS RIVER AT RIVERTON, OREGON COUNTY, 2.3 MILES WEST OF
 GE0422'THE RIPLEY-OREGON COUNTY LINE, 42 FEET NORTH OF THE CENTER OF THE
 GE0422'JUNCTION WITH A ROAD LEADING SOUTH, 38 FEET SOUTHWEST OF A FIELD
 GE0422'GATE NORTH OF THE HIGHWAY, 31 FEET NORTH OF THE HAYES MAIL BOX,
 GE0422'32 FEET NRTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTHEAST
 GE0422'OF A FENCE CORNER, AND 1 FOOT SOUTHEAST OF THE PROPERTY-LINE
 GE0422'FENCE.  A STANDARD DISK, STAMPED E 68 1934 AND SET IN THE TOP OF
 GE0422'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0224 ***********************************************************************
 HD0224  DESIGNATION -  E 7
 HD0224  PID         -  HD0224
 HD0224  STATE/COUNTY-  MO/WRIGHT
 HD0224  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD0224
 HD0224                         *CURRENT SURVEY CONTROL
 HD0224  ___________________________________________________________________
 HD0224* NAD 83(1986)-  37 07 30.     (N)    092 20 33.     (W)     SCALED    
 HD0224* NAVD 88     -       391.686  (meters)    1285.06   (feet)  ADJUSTED  
 HD0224  ___________________________________________________________________
 HD0224  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HD0224  DYNAMIC HT  -         391.361 (meters)    1283.99  (feet)  COMP
 HD0224  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 HD0224
 HD0224  VERT ORDER  -  FIRST     CLASS II
 HD0224
 HD0224.The horizontal coordinates were scaled from a topographic map and have
 HD0224.an estimated accuracy of +/- 6 seconds.
 HD0224
 HD0224.The orthometric height was determined by differential leveling
 HD0224.and adjusted by the National Geodetic Survey in June 1991..
 HD0224.WARNING-Repeat measurements at this control monument indicate possible
 HD0224.vertical movement.
 HD0224
 HD0224.The geoid height was determined by GEOID03.
 HD0224
 HD0224.The dynamic height is computed by dividing the NAVD 88
 HD0224.geopotential number by the normal gravity value computed on the
 HD0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0224.degrees latitude (g = 980.6199 gals.).
 HD0224
 HD0224.The modeled gravity was interpolated from observed gravity values.
 HD0224
 HD0224;                    North         East    Units  Estimated Accuracy
 HD0224;SPC MO C     -   143,340.      514,000.      MT  (+/- 180 meters Scaled)
 HD0224
 HD0224                          SUPERSEDED SURVEY CONTROL
 HD0224
 HD0224  NGVD 29 (??/??/92)  391.519  (m)         1284.51   (f) ADJ UNCH    1 2
 HD0224
 HD0224.Superseded values are not recommended for survey control.
 HD0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0224.See file dsdata.txt to determine how the superseded data were derived.
 HD0224
 HD0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB584089(NAD 83)
 HD0224_MARKER: DB = BENCH MARK DISK
 HD0224_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HD0224_SP_SET: ABUTMENT
 HD0224_STAMPING: E 7 1928 1284.509
 HD0224_MARK LOGO: CGS   
 HD0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0224+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1989
 HD0224
 HD0224  HISTORY     - Date     Condition        Report By
 HD0224  HISTORY     - 1928     MONUMENTED       CGS
 HD0224  HISTORY     - 1934     GOOD             NGS
 HD0224  HISTORY     - 19890925 GOOD             NGS
 HD0224
 HD0224                          STATION DESCRIPTION
 HD0224
 HD0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0224'4.5 MI E FROM NORWOOD.
 HD0224'4.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0224'THE STATION AT NORWOOD, WRIGHT COUNTY, AT PLATE-GIRDER BRIDGE
 HD0224'264.7, OVER WHETSTONE CREEK, IN THE TOP OF THE DOWNSTREAM END OF
 HD0224'THE EAST ABUTMENT, 8.2 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 HD0224'AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 1284.509
 HD0224'E 7 1928.
 HD0224
 HD0224                          STATION RECOVERY (1989)
 HD0224
 HD0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0224'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.4 KM
 HD0224'(4.60 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 HD0224'JUNCTION WITH STATE HIGHWAY 95 IN MOUNTAIN GROVE, IN TOP OF AND 0.3 M
 HD0224'(1.0 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 HD0224'RAILROAD BRIDGE NUMBER 264.7 SPANNING WHETSTONE CREEK, 1.7 M (5.6 FT)
 HD0224'NORTH OF THE NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 HD0224'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1065 ***********************************************************************
 JD1065  DESIGNATION -  E 7 B 1
 JD1065  PID         -  JD1065
 JD1065  STATE/COUNTY-  MO/PETTIS
 JD1065  USGS QUAD   -  IONIA (1973)
 JD1065
 JD1065                         *CURRENT SURVEY CONTROL
 JD1065  ___________________________________________________________________
 JD1065* NAD 83(1986)-  38 33 57.     (N)    093 18 27.     (W)     SCALED    
 JD1065* NAVD 88     -       281.368  (meters)     923.12   (feet)  ADJUSTED  
 JD1065  ___________________________________________________________________
 JD1065  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1065  DYNAMIC HT  -         281.169 (meters)     922.47  (feet)  COMP
 JD1065  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 JD1065
 JD1065  VERT ORDER  -  SECOND    CLASS 0
 JD1065
 JD1065.The horizontal coordinates were scaled from a topographic map and have
 JD1065.an estimated accuracy of +/- 6 seconds.
 JD1065
 JD1065.The orthometric height was determined by differential leveling
 JD1065.and adjusted by the National Geodetic Survey in June 1991..
 JD1065
 JD1065.The geoid height was determined by GEOID03.
 JD1065
 JD1065.The dynamic height is computed by dividing the NAVD 88
 JD1065.geopotential number by the normal gravity value computed on the
 JD1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1065.degrees latitude (g = 980.6199 gals.).
 JD1065
 JD1065.The modeled gravity was interpolated from observed gravity values.
 JD1065
 JD1065;                    North         East    Units  Estimated Accuracy
 JD1065;SPC MO C     -   303,550.      429,630.      MT  (+/- 180 meters Scaled)
 JD1065
 JD1065                          SUPERSEDED SURVEY CONTROL
 JD1065
 JD1065  NGVD 29 (??/??/92)  281.25   (m)          922.7    (f) COMPUTED    2 0
 JD1065
 JD1065.Superseded values are not recommended for survey control.
 JD1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1065.See file dsdata.txt to determine how the superseded data were derived.
 JD1065
 JD1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC732686(NAD 83)
 JD1065_MARKER: Z = SEE DESCRIPTION
 JD1065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1065_SP_SET: TRIBRACH
 JD1065_STAMPING: E7 B1
 JD1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1065
 JD1065  HISTORY     - Date     Condition        Report By
 JD1065  HISTORY     - UNK      MONUMENTED       DOD
 JD1065  HISTORY     - 1963     GOOD             NGS
 JD1065
 JD1065                          STATION DESCRIPTION
 JD1065
 JD1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1065'2.5 MI NE FROM MANILA.
 JD1065'ABOUT 0.9 MILE NORTH ALONG COUNTY ROAD ZZ FROM THE BAPTIST
 JD1065'CHURCH AT MANILA, THENCE 1.5 MILES EAST ALONG A GRAVELED ROAD,
 JD1065'THENCE 0.1 MILE NORTH ACROSS COUNTRY, AND THE TOP SURFACE OVER
 JD1065'THE CENTER HOLE OF A METAL COVERED TRIBRACH WHICH IS MOUNTED
 JD1065'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 JD1065'USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1066 ***********************************************************************
 JD1066  DESIGNATION -  E 7 B 2
 JD1066  PID         -  JD1066
 JD1066  STATE/COUNTY-  MO/PETTIS
 JD1066  USGS QUAD   -  IONIA (1973)
 JD1066
 JD1066                         *CURRENT SURVEY CONTROL
 JD1066  ___________________________________________________________________
 JD1066* NAD 83(1986)-  38 34 10.     (N)    093 18 19.     (W)     SCALED    
 JD1066* NAVD 88     -       280.192  (meters)     919.26   (feet)  ADJUSTED  
 JD1066  ___________________________________________________________________
 JD1066  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1066  DYNAMIC HT  -         279.995 (meters)     918.62  (feet)  COMP
 JD1066  MODELED GRAV-     979,916.4   (mgal)                       NAVD 88
 JD1066
 JD1066  VERT ORDER  -  SECOND    CLASS 0
 JD1066
 JD1066.The horizontal coordinates were scaled from a topographic map and have
 JD1066.an estimated accuracy of +/- 6 seconds.
 JD1066
 JD1066.The orthometric height was determined by differential leveling
 JD1066.and adjusted by the National Geodetic Survey in June 1991..
 JD1066
 JD1066.The geoid height was determined by GEOID03.
 JD1066
 JD1066.The dynamic height is computed by dividing the NAVD 88
 JD1066.geopotential number by the normal gravity value computed on the
 JD1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1066.degrees latitude (g = 980.6199 gals.).
 JD1066
 JD1066.The modeled gravity was interpolated from observed gravity values.
 JD1066
 JD1066;                    North         East    Units  Estimated Accuracy
 JD1066;SPC MO C     -   303,950.      429,830.      MT  (+/- 180 meters Scaled)
 JD1066
 JD1066                          SUPERSEDED SURVEY CONTROL
 JD1066
 JD1066  NGVD 29 (??/??/92)  280.08   (m)          918.9    (f) COMPUTED    2 0
 JD1066
 JD1066.Superseded values are not recommended for survey control.
 JD1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1066.See file dsdata.txt to determine how the superseded data were derived.
 JD1066
 JD1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC734690(NAD 83)
 JD1066_MARKER: Z = SEE DESCRIPTION
 JD1066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1066_SP_SET: TRIBRACH
 JD1066_STAMPING: E7 B2
 JD1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1066
 JD1066  HISTORY     - Date     Condition        Report By
 JD1066  HISTORY     - UNK      MONUMENTED       DOD
 JD1066  HISTORY     - 1963     GOOD             NGS
 JD1066
 JD1066                          STATION DESCRIPTION
 JD1066
 JD1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1066'2.8 MI NE FROM MANILA.
 JD1066'ABOUT 0.9 MILES NORTH ALONG COUNTY ROAD ZZ FROM THE BAPTIST
 JD1066'CHURCH AT MANILA, THENCE 1.6 MILES EAST ALONG A GRAVELED ROAD,
 JD1066'THENCE 0.3 MILE NORTH ALONG A FENCE LINE AND HEDGE ROW, ACROSS
 JD1066'COUNTRY, ABOUT 125 FEET EAST OF A FENCE AND HEDGE ROW, AND THE
 JD1066'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JD1066'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JD1066'PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1068 ***********************************************************************
 JD1068  DESIGNATION -  E 7 Z
 JD1068  PID         -  JD1068
 JD1068  STATE/COUNTY-  MO/PETTIS
 JD1068  USGS QUAD   -  IONIA (1973)
 JD1068
 JD1068                         *CURRENT SURVEY CONTROL
 JD1068  ___________________________________________________________________
 JD1068* NAD 83(1986)-  38 33 52.     (N)    093 17 57.     (W)     SCALED    
 JD1068* NAVD 88     -       292.819  (meters)     960.69   (feet)  ADJUSTED  
 JD1068  ___________________________________________________________________
 JD1068  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1068  DYNAMIC HT  -         292.612 (meters)     960.01  (feet)  COMP
 JD1068  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 JD1068
 JD1068  VERT ORDER  -  SECOND    CLASS 0
 JD1068
 JD1068.The horizontal coordinates were scaled from a topographic map and have
 JD1068.an estimated accuracy of +/- 6 seconds.
 JD1068
 JD1068.The orthometric height was determined by differential leveling
 JD1068.and adjusted by the National Geodetic Survey in June 1991..
 JD1068
 JD1068.The geoid height was determined by GEOID03.
 JD1068
 JD1068.The dynamic height is computed by dividing the NAVD 88
 JD1068.geopotential number by the normal gravity value computed on the
 JD1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1068.degrees latitude (g = 980.6199 gals.).
 JD1068
 JD1068.The modeled gravity was interpolated from observed gravity values.
 JD1068
 JD1068;                    North         East    Units  Estimated Accuracy
 JD1068;SPC MO C     -   303,390.      430,350.      MT  (+/- 180 meters Scaled)
 JD1068
 JD1068                          SUPERSEDED SURVEY CONTROL
 JD1068
 JD1068  NGVD 29 (??/??/92)  292.70   (m)          960.3    (f) COMPUTED    2 0
 JD1068
 JD1068.Superseded values are not recommended for survey control.
 JD1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1068.See file dsdata.txt to determine how the superseded data were derived.
 JD1068
 JD1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC739684(NAD 83)
 JD1068_MARKER: DS = TRIANGULATION STATION DISK
 JD1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1068_STAMPING: E 7 Z 1963
 JD1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1068+STABILITY: SURFACE MOTION
 JD1068
 JD1068  HISTORY     - Date     Condition        Report By
 JD1068  HISTORY     - 1963     MONUMENTED       CGS
 JD1068
 JD1068                          STATION DESCRIPTION
 JD1068
 JD1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1068'3 MI NE FROM MANILA.
 JD1068'ABOUT 0.9 MILES NORTH ALONG COUNTY ROAD ZZ FROM THE BAPTIST
 JD1068'CHURCH AT MANILA, THENCE 2.1 MILES EAST ALONG A GRAVELED ROAD,
 JD1068'NEAR THE CREST OF A HILL, 27 FEET SOUTH OF THE CENTER LINE OF
 JD1068'THE ROAD, 245 FEET WEST OF A NORTH-SOUTH FENCE LINE, 166 FEET
 JD1068'WEST OF A POWER POLE, 6.5 FEET WEST OF A METAL WITNESS POST,
 JD1068'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD1068'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1069 ***********************************************************************
 JD1069  DESIGNATION -  E 7 Z RM 1
 JD1069  PID         -  JD1069
 JD1069  STATE/COUNTY-  MO/PETTIS
 JD1069  USGS QUAD   -  IONIA (1973)
 JD1069
 JD1069                         *CURRENT SURVEY CONTROL
 JD1069  ___________________________________________________________________
 JD1069* NAD 83(1986)-  38 33 52.     (N)    093 17 56.     (W)     SCALED    
 JD1069* NAVD 88     -       293.301  (meters)     962.27   (feet)  ADJUSTED  
 JD1069  ___________________________________________________________________
 JD1069  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1069  DYNAMIC HT  -         293.094 (meters)     961.59  (feet)  COMP
 JD1069  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 JD1069
 JD1069  VERT ORDER  -  SECOND    CLASS 0
 JD1069
 JD1069.The horizontal coordinates were scaled from a topographic map and have
 JD1069.an estimated accuracy of +/- 6 seconds.
 JD1069
 JD1069.The orthometric height was determined by differential leveling
 JD1069.and adjusted by the National Geodetic Survey in June 1991..
 JD1069
 JD1069.The geoid height was determined by GEOID03.
 JD1069
 JD1069.The dynamic height is computed by dividing the NAVD 88
 JD1069.geopotential number by the normal gravity value computed on the
 JD1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1069.degrees latitude (g = 980.6199 gals.).
 JD1069
 JD1069.The modeled gravity was interpolated from observed gravity values.
 JD1069
 JD1069;                    North         East    Units  Estimated Accuracy
 JD1069;SPC MO C     -   303,390.      430,380.      MT  (+/- 180 meters Scaled)
 JD1069
 JD1069                          SUPERSEDED SURVEY CONTROL
 JD1069
 JD1069  NGVD 29 (??/??/92)  293.19   (m)          961.9    (f) COMPUTED    2 0
 JD1069
 JD1069.Superseded values are not recommended for survey control.
 JD1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1069.See file dsdata.txt to determine how the superseded data were derived.
 JD1069
 JD1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC739684(NAD 83)
 JD1069_MARKER: DR = REFERENCE MARK DISK
 JD1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1069_STAMPING: E 7 Z NO 1 1963
 JD1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1069+STABILITY: SURFACE MOTION
 JD1069
 JD1069  HISTORY     - Date     Condition        Report By
 JD1069  HISTORY     - 1963     MONUMENTED       CGS
 JD1069
 JD1069                          STATION DESCRIPTION
 JD1069
 JD1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1069'3 MI NW FROM MANILA.
 JD1069'ABOUT 0.9 MILES NORTH ALONG COUNTY ROAD ZZ FROM THE BAPTIST
 JD1069'CHURCH AT MANILA, THENCE 2.1 MILES EAST ALONG A GRAVELED ROAD,
 JD1069'NEAR THE CREST OF A HILL, 27 FEET SOUTH OF THE CENTER LINE OF THE
 JD1069'ROAD, 120 FEET WEST OF A POWER POLE, 46 FEET EAST OF E 7 Z 1963,
 JD1069'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 JD1069'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1067 ***********************************************************************
 JD1067  DESIGNATION -  E 7 Z RM 2
 JD1067  PID         -  JD1067
 JD1067  STATE/COUNTY-  MO/PETTIS
 JD1067  USGS QUAD   -  IONIA (1973)
 JD1067
 JD1067                         *CURRENT SURVEY CONTROL
 JD1067  ___________________________________________________________________
 JD1067* NAD 83(1986)-  38 33 52.     (N)    093 17 59.     (W)     SCALED    
 JD1067* NAVD 88     -       292.391  (meters)     959.29   (feet)  ADJUSTED  
 JD1067  ___________________________________________________________________
 JD1067  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1067  DYNAMIC HT  -         292.185 (meters)     958.61  (feet)  COMP
 JD1067  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 JD1067
 JD1067  VERT ORDER  -  SECOND    CLASS 0
 JD1067
 JD1067.The horizontal coordinates were scaled from a topographic map and have
 JD1067.an estimated accuracy of +/- 6 seconds.
 JD1067
 JD1067.The orthometric height was determined by differential leveling
 JD1067.and adjusted by the National Geodetic Survey in June 1991..
 JD1067
 JD1067.The geoid height was determined by GEOID03.
 JD1067
 JD1067.The dynamic height is computed by dividing the NAVD 88
 JD1067.geopotential number by the normal gravity value computed on the
 JD1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1067.degrees latitude (g = 980.6199 gals.).
 JD1067
 JD1067.The modeled gravity was interpolated from observed gravity values.
 JD1067
 JD1067;                    North         East    Units  Estimated Accuracy
 JD1067;SPC MO C     -   303,390.      430,300.      MT  (+/- 180 meters Scaled)
 JD1067
 JD1067                          SUPERSEDED SURVEY CONTROL
 JD1067
 JD1067  NGVD 29 (??/??/92)  292.28   (m)          958.9    (f) COMPUTED    2 0
 JD1067
 JD1067.Superseded values are not recommended for survey control.
 JD1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1067.See file dsdata.txt to determine how the superseded data were derived.
 JD1067
 JD1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC738684(NAD 83)
 JD1067_MARKER: DR = REFERENCE MARK DISK
 JD1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1067_STAMPING: E 7 Z NO 2 1963
 JD1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1067+STABILITY: SURFACE MOTION
 JD1067
 JD1067  HISTORY     - Date     Condition        Report By
 JD1067  HISTORY     - 1963     MONUMENTED       CGS
 JD1067
 JD1067                          STATION DESCRIPTION
 JD1067
 JD1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1067'3.9 MI SW FROM MANILA.
 JD1067'ABOUT 0.9 MILES NORTH ALONG COUNTY ROAD ZZ FROM THE BAPTIST
 JD1067'CHURCH AT MANILA, THENCE 2.1 MILES EAST ALONG A GRAVELED ROAD,
 JD1067'NEAR THE CREST OF A HILL, OR 1.9 MILES WEST ALONG COUNTY ROAD
 JD1067'V FROM THE BRIDGE OVER SPRING FORK CREEK AT SPRING FORK, THENCE
 JD1067'1.0 MILES SOUTH ALONG U.S. HIGHWAY 65, THENCE 1.6 MILES WEST
 JD1067'ALONG A GRAVELED ROAD, 27 FEET SOUTH OF THE CENTER LINE OF THE
 JD1067'ROAD, 50.0 FEET WEST OF E 7 Z 1963, ABOUT 2 FEET ABOVE THE
 JD1067'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD1067'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0085 ***********************************************************************
 LF0085  DESIGNATION -  E 71
 LF0085  PID         -  LF0085
 LF0085  STATE/COUNTY-  MO/WORTH
 LF0085  USGS QUAD   -  GRANT CITY (1984)
 LF0085
 LF0085                         *CURRENT SURVEY CONTROL
 LF0085  ___________________________________________________________________
 LF0085* NAD 83(1986)-  40 29 06.     (N)    094 24 57.     (W)     SCALED    
 LF0085* NAVD 88     -       344.584  (meters)    1130.52   (feet)  ADJUSTED  
 LF0085  ___________________________________________________________________
 LF0085  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LF0085  DYNAMIC HT  -         344.403 (meters)    1129.93  (feet)  COMP
 LF0085  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 LF0085
 LF0085  VERT ORDER  -  SECOND    CLASS 0
 LF0085
 LF0085.The horizontal coordinates were scaled from a topographic map and have
 LF0085.an estimated accuracy of +/- 6 seconds.
 LF0085
 LF0085.The orthometric height was determined by differential leveling
 LF0085.and adjusted by the National Geodetic Survey in June 1991..
 LF0085
 LF0085.The geoid height was determined by GEOID03.
 LF0085
 LF0085.The dynamic height is computed by dividing the NAVD 88
 LF0085.geopotential number by the normal gravity value computed on the
 LF0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0085.degrees latitude (g = 980.6199 gals.).
 LF0085
 LF0085.The modeled gravity was interpolated from observed gravity values.
 LF0085
 LF0085;                    North         East    Units  Estimated Accuracy
 LF0085;SPC MO W     -   479,320.      857,140.      MT  (+/- 180 meters Scaled)
 LF0085
 LF0085                          SUPERSEDED SURVEY CONTROL
 LF0085
 LF0085  NGVD 29 (??/??/92)  344.488  (m)         1130.21   (f) ADJ UNCH    2 0
 LF0085
 LF0085.Superseded values are not recommended for survey control.
 LF0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0085.See file dsdata.txt to determine how the superseded data were derived.
 LF0085
 LF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE800825(NAD 83)
 LF0085_MARKER: DB = BENCH MARK DISK
 LF0085_SETTING: 0 = UNSPECIFIED SETTING
 LF0085_STAMPING: E 71 1935
 LF0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0085
 LF0085  HISTORY     - Date     Condition        Report By
 LF0085  HISTORY     - 1935     MONUMENTED       CGS
 LF0085  HISTORY     - 1982     GOOD             NGS
 LF0085
 LF0085                          STATION DESCRIPTION
 LF0085
 LF0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0085'AT GRANT CITY.
 LF0085'AT GRANT CITY, AT THE LEGION MEMORIAL BUILDING, IN THE FACE
 LF0085'OF THE SOUTHEAST CORNER OF THE EAST WING, 6 FEET SOUTH OF THE EAST
 LF0085'ENTRANCE, 3 INCHES ABOVE THE CORNER STONE, AND 3 FEET ABOVE
 LF0085'THE GROUND.  A STANDARD DISK, STAMPED E 71 1935 AND SET VERTICALLY.
 LF0085
 LF0085                          STATION RECOVERY (1982)
 LF0085
 LF0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LF0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1501 ***********************************************************************
 LF1501  DESIGNATION -  E 71 RESET
 LF1501  PID         -  LF1501
 LF1501  STATE/COUNTY-  MO/WORTH
 LF1501  USGS QUAD   -  GRANT CITY (1984)
 LF1501
 LF1501                         *CURRENT SURVEY CONTROL
 LF1501  ___________________________________________________________________
 LF1501* NAD 83(1986)-  40 29 06.     (N)    094 24 57.     (W)     SCALED    
 LF1501* NAVD 88     -       346.12   (meters)    1135.6    (feet)  RESET     
 LF1501  ___________________________________________________________________
 LF1501  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LF1501
 LF1501  VERT ORDER  -  THIRD
 LF1501
 LF1501.The horizontal coordinates were scaled from a topographic map and have
 LF1501.an estimated accuracy of +/- 6 seconds.
 LF1501
 LF1501.The orthometric height was computed from unverified reset data.
 LF1501.No vertical observational check was made to the station.
 LF1501
 LF1501.The geoid height was determined by GEOID03.
 LF1501
 LF1501;                    North         East    Units  Estimated Accuracy
 LF1501;SPC MO W     -   479,320.      857,140.      MT  (+/- 180 meters Scaled)
 LF1501
 LF1501                          SUPERSEDED SURVEY CONTROL
 LF1501
 LF1501  NGVD 29 (02/22/06)  346.02   (m)         1135.2    (f) RESET       3  
 LF1501
 LF1501.Superseded values are not recommended for survey control.
 LF1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1501.See file dsdata.txt to determine how the superseded data were derived.
 LF1501
 LF1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE800825(NAD 83)
 LF1501_MARKER: DB = BENCH MARK DISK
 LF1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1501_SP_SET: CONCRETE POST
 LF1501_STAMPING: E 71 RESET 1982
 LF1501_MARK LOGO: NGS   
 LF1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1501+STABILITY: SURFACE MOTION
 LF1501
 LF1501  HISTORY     - Date     Condition        Report By
 LF1501  HISTORY     - 1982     MONUMENTED       NGS
 LF1501
 LF1501                          STATION DESCRIPTION
 LF1501
 LF1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LF1501'IN GRANT, IN THE NORTHWEST CORNER OF THE WORTH COUNTY COURTHOUSE LAWN,
 LF1501'66.0 FT (20.1 M) SOUTH OF THE CENTERLINE OF A STREET, 61.0 FT
 LF1501'(18.6 M) EAST OF THE CENTERLINE OF A STREET, 38.2 FT (11.6 M)
 LF1501'SOUTHEAST OF A FIRE HYDRANT, 5.4 FT (1.6 M) NORTHWEST OF THE CENTER OF
 LF1501'A GRANITE VETERANS MEMORIAL MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0429 ***********************************************************************
 KE0429  DESIGNATION -  E 72
 KE0429  PID         -  KE0429
 KE0429  STATE/COUNTY-  MO/DE KALB
 KE0429  USGS QUAD   -  UNION STAR (1983)
 KE0429
 KE0429                         *CURRENT SURVEY CONTROL
 KE0429  ___________________________________________________________________
 KE0429* NAD 83(1986)-  39 59 46.     (N)    094 35 08.     (W)     SCALED    
 KE0429* NAVD 88     -       289.361  (meters)     949.35   (feet)  ADJUSTED  
 KE0429  ___________________________________________________________________
 KE0429  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KE0429  DYNAMIC HT  -         289.194 (meters)     948.80  (feet)  COMP
 KE0429  MODELED GRAV-     980,042.0   (mgal)                       NAVD 88
 KE0429
 KE0429  VERT ORDER  -  SECOND    CLASS 0
 KE0429
 KE0429.The horizontal coordinates were scaled from a topographic map and have
 KE0429.an estimated accuracy of +/- 6 seconds.
 KE0429
 KE0429.The orthometric height was determined by differential leveling
 KE0429.and adjusted by the National Geodetic Survey in June 1991..
 KE0429
 KE0429.The geoid height was determined by GEOID03.
 KE0429
 KE0429.The dynamic height is computed by dividing the NAVD 88
 KE0429.geopotential number by the normal gravity value computed on the
 KE0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0429.degrees latitude (g = 980.6199 gals.).
 KE0429
 KE0429.The modeled gravity was interpolated from observed gravity values.
 KE0429
 KE0429;                    North         East    Units  Estimated Accuracy
 KE0429;SPC MO W     -   425,040.      842,690.      MT  (+/- 180 meters Scaled)
 KE0429
 KE0429                          SUPERSEDED SURVEY CONTROL
 KE0429
 KE0429  NGVD 29 (??/??/92)  289.269  (m)          949.04   (f) ADJ UNCH    2 0
 KE0429
 KE0429.Superseded values are not recommended for survey control.
 KE0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0429.See file dsdata.txt to determine how the superseded data were derived.
 KE0429
 KE0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE646285(NAD 83)
 KE0429_MARKER: DB = BENCH MARK DISK
 KE0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0429_STAMPING: E 72 1935
 KE0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0429+STABILITY: SURFACE MOTION
 KE0429
 KE0429  HISTORY     - Date     Condition        Report By
 KE0429  HISTORY     - 1935     MONUMENTED       CGS
 KE0429  HISTORY     - 1959     GOOD             NGS
 KE0429  HISTORY     - 20041006 MARK NOT FOUND   MODNR
 KE0429
 KE0429                          STATION DESCRIPTION
 KE0429
 KE0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0429'1.2 MI NE FROM UNION STAR.
 KE0429'1.2 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0429'RAILROAD FROM THE STATION AT UNION STAR, DE KALB COUNTY, 20
 KE0429'POLES SOUTHWEST OF MILEPOST 118, 140 YARDS SOUTHWEST OF BRIDGE
 KE0429'118+43, AT A NORTH-SOUTH ROAD CROSSING, 46 FEET NORTHWEST OF
 KE0429'THE NORTHWEST RAIL OF TRACK, 20 FEET WEST OF THE CENTER OF ROAD,
 KE0429'11 FEET SOUTHWEST OF RAILROAD RIGHT-OF-WAY FENCE CORNER, AND 2
 KE0429'FEET SOUTHEAST OF RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 KE0429'E 72 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KE0429'INCHES BELOW THE GROUND.
 KE0429
 KE0429                          STATION RECOVERY (2004)
 KE0429
 KE0429'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 KE0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0420 ***********************************************************************
 KE0420  DESIGNATION -  E 73
 KE0420  PID         -  KE0420
 KE0420  STATE/COUNTY-  MO/BUCHANAN
 KE0420  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0420
 KE0420                         *CURRENT SURVEY CONTROL
 KE0420  ___________________________________________________________________
 KE0420* NAD 83(1986)-  39 39 35.     (N)    094 45 29.     (W)     SCALED    
 KE0420* NAVD 88     -       261.490  (meters)     857.91   (feet)  ADJUSTED  
 KE0420  ___________________________________________________________________
 KE0420  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KE0420  DYNAMIC HT  -         261.332 (meters)     857.39  (feet)  COMP
 KE0420  MODELED GRAV-     980,019.7   (mgal)                       NAVD 88
 KE0420
 KE0420  VERT ORDER  -  SECOND    CLASS 0
 KE0420
 KE0420.The horizontal coordinates were scaled from a topographic map and have
 KE0420.an estimated accuracy of +/- 6 seconds.
 KE0420
 KE0420.The orthometric height was determined by differential leveling
 KE0420.and adjusted by the National Geodetic Survey in June 1991..
 KE0420
 KE0420.The geoid height was determined by GEOID03.
 KE0420
 KE0420.The dynamic height is computed by dividing the NAVD 88
 KE0420.geopotential number by the normal gravity value computed on the
 KE0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0420.degrees latitude (g = 980.6199 gals.).
 KE0420
 KE0420.The modeled gravity was interpolated from observed gravity values.
 KE0420
 KE0420;                    North         East    Units  Estimated Accuracy
 KE0420;SPC MO W     -   387,720.      827,860.      MT  (+/- 180 meters Scaled)
 KE0420
 KE0420                          SUPERSEDED SURVEY CONTROL
 KE0420
 KE0420  NGVD 29 (??/??/92)  261.388  (m)          857.57   (f) ADJ UNCH    2 0
 KE0420
 KE0420.Superseded values are not recommended for survey control.
 KE0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0420.See file dsdata.txt to determine how the superseded data were derived.
 KE0420
 KE0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD491914(NAD 83)
 KE0420_MARKER: DB = BENCH MARK DISK
 KE0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0420_STAMPING: E 73 1935
 KE0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0420+STABILITY: SURFACE MOTION
 KE0420
 KE0420  HISTORY     - Date     Condition        Report By
 KE0420  HISTORY     - 1935     MONUMENTED       CGS
 KE0420  HISTORY     - 1959     GOOD             NGS
 KE0420
 KE0420                          STATION DESCRIPTION
 KE0420
 KE0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0420'1.4 MI NW FROM AGENCY.
 KE0420'1.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0420'RAILWAY FROM THE STATION AT AGENCY, BUCHANAN COUNTY, 8-1/2
 KE0420'POLES WEST OF MILEPOST 63, 3-1/2 POLES WEST OF BRIDGE 63-A,
 KE0420'AT A PRIVATE-ROAD CROSSING, 48 FEET SOUTH OF THE CENTERLINE
 KE0420'OF THE TRACK, 7.5 FEET WEST-NORTHWEST OF THE WEST GATEPOST OF
 KE0420'AN IRON GATE, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0290 ***********************************************************************
 KE0290  DESIGNATION -  E 75
 KE0290  PID         -  KE0290
 KE0290  STATE/COUNTY-  MO/CLAY
 KE0290  USGS QUAD   -  SMITHVILLE (1975)
 KE0290
 KE0290                         *CURRENT SURVEY CONTROL
 KE0290  ___________________________________________________________________
 KE0290* NAD 83(1986)-  39 25 09.     (N)    094 34 37.     (W)     SCALED    
 KE0290* NAVD 88     -       267.776  (meters)     878.53   (feet)  ADJUSTED  
 KE0290  ___________________________________________________________________
 KE0290  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE0290  DYNAMIC HT  -         267.610 (meters)     877.98  (feet)  COMP
 KE0290  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 KE0290
 KE0290  VERT ORDER  -  SECOND    CLASS 0
 KE0290
 KE0290.The horizontal coordinates were scaled from a topographic map and have
 KE0290.an estimated accuracy of +/- 6 seconds.
 KE0290
 KE0290.The orthometric height was determined by differential leveling
 KE0290.and adjusted by the National Geodetic Survey in June 1991..
 KE0290
 KE0290.The geoid height was determined by GEOID03.
 KE0290
 KE0290.The dynamic height is computed by dividing the NAVD 88
 KE0290.geopotential number by the normal gravity value computed on the
 KE0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0290.degrees latitude (g = 980.6199 gals.).
 KE0290
 KE0290.The modeled gravity was interpolated from observed gravity values.
 KE0290
 KE0290;                    North         East    Units  Estimated Accuracy
 KE0290;SPC MO W     -   360,990.      843,370.      MT  (+/- 180 meters Scaled)
 KE0290
 KE0290                          SUPERSEDED SURVEY CONTROL
 KE0290
 KE0290  NGVD 29 (??/??/92)  267.678  (m)          878.21   (f) ADJ UNCH    2 0
 KE0290
 KE0290.Superseded values are not recommended for survey control.
 KE0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0290.See file dsdata.txt to determine how the superseded data were derived.
 KE0290
 KE0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD642644(NAD 83)
 KE0290_MARKER: DB = BENCH MARK DISK
 KE0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0290_STAMPING: E 75 1935
 KE0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0290+STABILITY: SURFACE MOTION
 KE0290
 KE0290  HISTORY     - Date     Condition        Report By
 KE0290  HISTORY     - 1935     MONUMENTED       CGS
 KE0290  HISTORY     - 1958     GOOD             NGS
 KE0290  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 KE0290
 KE0290                          STATION DESCRIPTION
 KE0290
 KE0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0290'2.1 MI N FROM SMITHVILLE.
 KE0290'2.1 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED QUINCY,
 KE0290'OMAHA AND KANSAS CITY RAILROAD FROM SMITHVILLE, AT A ROAD
 KE0290'CROSSING, 53 FEET EAST OF THE EAST GATEPOST FOR A GATE ON THE
 KE0290'OLD ROADBED, 41 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD
 KE0290'ROADBED, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND ONE
 KE0290'FOOT NORTH OF A FENCE.  TO REACH THE MARK FROM THE BRIDGE OVER
 KE0290'LITTLE PLATTE RIVER IN SMITHVILLE, GO NORTH ON U.S. HIGHWAY
 KE0290'169 FOR 2.0 MILES TO A ROAD RIGHT, TURN RIGHT AND GO EAST
 KE0290'FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 KE0290
 KE0290                          STATION RECOVERY (1979)
 KE0290
 KE0290'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 KE0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0022 ***********************************************************************
 KE0022  DESIGNATION -  E 76
 KE0022  PID         -  KE0022
 KE0022  STATE/COUNTY-  MO/DAVIESS
 KE0022  USGS QUAD   -  ALTAMONT (1984)
 KE0022
 KE0022                         *CURRENT SURVEY CONTROL
 KE0022  ___________________________________________________________________
 KE0022* NAD 83(1986)-  39 53 24.     (N)    094 05 51.     (W)     SCALED    
 KE0022* NAVD 88     -       306.653  (meters)    1006.08   (feet)  ADJUSTED  
 KE0022  ___________________________________________________________________
 KE0022  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0022  DYNAMIC HT  -         306.473 (meters)    1005.49  (feet)  COMP
 KE0022  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 KE0022
 KE0022  VERT ORDER  -  SECOND    CLASS 0
 KE0022
 KE0022.The horizontal coordinates were scaled from a topographic map and have
 KE0022.an estimated accuracy of +/- 6 seconds.
 KE0022
 KE0022.The orthometric height was determined by differential leveling
 KE0022.and adjusted by the National Geodetic Survey in June 1991..
 KE0022
 KE0022.The geoid height was determined by GEOID03.
 KE0022
 KE0022.The dynamic height is computed by dividing the NAVD 88
 KE0022.geopotential number by the normal gravity value computed on the
 KE0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0022.degrees latitude (g = 980.6199 gals.).
 KE0022
 KE0022.The modeled gravity was interpolated from observed gravity values.
 KE0022
 KE0022;                    North         East    Units  Estimated Accuracy
 KE0022;SPC MO W     -   413,330.      884,420.      MT  (+/- 180 meters Scaled)
 KE0022
 KE0022                          SUPERSEDED SURVEY CONTROL
 KE0022
 KE0022  NGVD 29 (??/??/92)  306.555  (m)         1005.76   (f) ADJ UNCH    2 0
 KE0022
 KE0022.Superseded values are not recommended for survey control.
 KE0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0022.See file dsdata.txt to determine how the superseded data were derived.
 KE0022
 KE0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE061161(NAD 83)
 KE0022_MARKER: DB = BENCH MARK DISK
 KE0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0022_SP_SET: SEMAPHORE
 KE0022_STAMPING: E 76 1935
 KE0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0022
 KE0022  HISTORY     - Date     Condition        Report By
 KE0022  HISTORY     - 1935     MONUMENTED       CGS
 KE0022  HISTORY     - 1980     MARK NOT FOUND   USGS
 KE0022
 KE0022                          STATION DESCRIPTION
 KE0022
 KE0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KE0022'AT ALTAMONT.
 KE0022'AT ALTAMONT, DAVIESS COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 KE0022'PACIFIC RAILROAD, 580 FEET WEST OF THE STATION, AT A ROAD
 KE0022'CROSSING, 23 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 KE0022'16 FEET WEST OF THE CENTERLINE OF THE ROAD, AT A SEMAPHORE,
 KE0022'IN THE SOUTHWEST CORNER OF THE BASE, AND 1/2 FOOT LOWER THAN
 KE0022'THE TRACK.  A STANDARD DISK, STAMPED E 76 1935.
 KE0022
 KE0022                          STATION RECOVERY (1980)
 KE0022
 KE0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KE0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0122 ***********************************************************************
 LF0122  DESIGNATION -  E 77
 LF0122  PID         -  LF0122
 LF0122  STATE/COUNTY-  MO/DAVIESS
 LF0122  USGS QUAD   -  COFFEY (1984)
 LF0122
 LF0122                         *CURRENT SURVEY CONTROL
 LF0122  ___________________________________________________________________
 LF0122* NAD 83(1986)-  40 02 48.     (N)    094 04 48.     (W)     SCALED    
 LF0122* NAVD 88     -       235.393  (meters)     772.29   (feet)  ADJUSTED  
 LF0122  ___________________________________________________________________
 LF0122  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LF0122  DYNAMIC HT  -         235.261 (meters)     771.85  (feet)  COMP
 LF0122  MODELED GRAV-     980,061.9   (mgal)                       NAVD 88
 LF0122
 LF0122  VERT ORDER  -  SECOND    CLASS 0
 LF0122
 LF0122.The horizontal coordinates were scaled from a topographic map and have
 LF0122.an estimated accuracy of +/- 6 seconds.
 LF0122
 LF0122.The orthometric height was determined by differential leveling
 LF0122.and adjusted by the National Geodetic Survey in June 1991..
 LF0122
 LF0122.The geoid height was determined by GEOID03.
 LF0122
 LF0122.The dynamic height is computed by dividing the NAVD 88
 LF0122.geopotential number by the normal gravity value computed on the
 LF0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0122.degrees latitude (g = 980.6199 gals.).
 LF0122
 LF0122.The modeled gravity was interpolated from observed gravity values.
 LF0122
 LF0122;                    North         East    Units  Estimated Accuracy
 LF0122;SPC MO W     -   430,730.      885,840.      MT  (+/- 180 meters Scaled)
 LF0122
 LF0122                          SUPERSEDED SURVEY CONTROL
 LF0122
 LF0122  NGVD 29 (??/??/92)  235.337  (m)          772.10   (f) ADJ UNCH    2 0
 LF0122
 LF0122.Superseded values are not recommended for survey control.
 LF0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0122.See file dsdata.txt to determine how the superseded data were derived.
 LF0122
 LF0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE078334(NAD 83)
 LF0122_MARKER: DB = BENCH MARK DISK
 LF0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0122_STAMPING: E 77 1935
 LF0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0122+STABILITY: SURFACE MOTION
 LF0122
 LF0122  HISTORY     - Date     Condition        Report By
 LF0122  HISTORY     - 1935     MONUMENTED       CGS
 LF0122  HISTORY     - 1980     POOR             USGS
 LF0122
 LF0122                          STATION DESCRIPTION
 LF0122
 LF0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0122'2.8 MI E FROM PATTONSBURG.
 LF0122'2.8 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 LF0122'PATTONSBURG, 440 FEET WEST OF THE CROSSING OF THE ABANDONED
 LF0122'QUINCY, OMAHA AND KANSAS CITY RAILROAD, AT A ROAD CROSSING, 22
 LF0122'FEET NORTH OF THE CENTERLINE OF THE TRACK, 15 FEET WEST OF THE
 LF0122'CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF THE CROSSING-WARNING
 LF0122'SIGN, AND LEVEL WITH THE RAILS.  A STANDARD DISK, STAMPED E 77
 LF0122'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0122
 LF0122                          STATION RECOVERY (1980)
 LF0122
 LF0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LF0122'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0325 ***********************************************************************
 KD0325  DESIGNATION -  E 78
 KD0325  PID         -  KD0325
 KD0325  STATE/COUNTY-  MO/LIVINGSTON
 KD0325  USGS QUAD   -  AVALON (1984)
 KD0325
 KD0325                         *CURRENT SURVEY CONTROL
 KD0325  ___________________________________________________________________
 KD0325* NAD 83(1986)-  39 43 34.     (N)    093 22 49.     (W)     SCALED    
 KD0325* NAVD 88     -       205.398  (meters)     673.88   (feet)  ADJUSTED  
 KD0325  ___________________________________________________________________
 KD0325  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KD0325  DYNAMIC HT  -         205.280 (meters)     673.49  (feet)  COMP
 KD0325  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 KD0325
 KD0325  VERT ORDER  -  SECOND    CLASS 0
 KD0325
 KD0325.The horizontal coordinates were scaled from a topographic map and have
 KD0325.an estimated accuracy of +/- 6 seconds.
 KD0325
 KD0325.The orthometric height was determined by differential leveling
 KD0325.and adjusted by the National Geodetic Survey in June 1991..
 KD0325
 KD0325.The geoid height was determined by GEOID03.
 KD0325
 KD0325.The dynamic height is computed by dividing the NAVD 88
 KD0325.geopotential number by the normal gravity value computed on the
 KD0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0325.degrees latitude (g = 980.6199 gals.).
 KD0325
 KD0325.The modeled gravity was interpolated from observed gravity values.
 KD0325
 KD0325;                    North         East    Units  Estimated Accuracy
 KD0325;SPC MO C     -   432,410.      424,540.      MT  (+/- 180 meters Scaled)
 KD0325
 KD0325                          SUPERSEDED SURVEY CONTROL
 KD0325
 KD0325  NGVD 29 (??/??/92)  205.354  (m)          673.73   (f) ADJ UNCH    2 0
 KD0325
 KD0325.Superseded values are not recommended for survey control.
 KD0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0325.See file dsdata.txt to determine how the superseded data were derived.
 KD0325
 KD0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD674974(NAD 83)
 KD0325_MARKER: DB = BENCH MARK DISK
 KD0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0325_STAMPING: E 78 1935
 KD0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0325+STABILITY: SURFACE MOTION
 KD0325
 KD0325  HISTORY     - Date     Condition        Report By
 KD0325  HISTORY     - 1935     MONUMENTED       CGS
 KD0325
 KD0325                          STATION DESCRIPTION
 KD0325
 KD0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0325'AT BEDFORD STATION.
 KD0325'AT BEDFORD, LIVINGSTON COUNTY, ON THE WABASH RAILROAD, 120 FEET
 KD0325'WEST OF THE WEST END OF THE STATION, ACROSS THE TRACK FROM A
 KD0325'POLE, 13 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT
 KD0325'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED E 78 1935 AND SET
 KD0325'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0854 ***********************************************************************
 KD0854  DESIGNATION -  E 79
 KD0854  PID         -  KD0854
 KD0854  STATE/COUNTY-  MO/LIVINGSTON
 KD0854  USGS QUAD   -  UTICA WEST (1984)
 KD0854
 KD0854                         *CURRENT SURVEY CONTROL
 KD0854  ___________________________________________________________________
 KD0854* NAD 83(1986)-  39 40 12.     (N)    093 40 26.     (W)     SCALED    
 KD0854* NAVD 88     -       221.362  (meters)     726.25   (feet)  ADJUSTED  
 KD0854  ___________________________________________________________________
 KD0854  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KD0854  DYNAMIC HT  -         221.231 (meters)     725.82  (feet)  COMP
 KD0854  MODELED GRAV-     980,030.4   (mgal)                       NAVD 88
 KD0854
 KD0854  VERT ORDER  -  SECOND    CLASS 0
 KD0854
 KD0854.The horizontal coordinates were scaled from a topographic map and have
 KD0854.an estimated accuracy of +/- 6 seconds.
 KD0854
 KD0854.The orthometric height was determined by differential leveling
 KD0854.and adjusted by the National Geodetic Survey in June 1991..
 KD0854
 KD0854.The geoid height was determined by GEOID03.
 KD0854
 KD0854.The dynamic height is computed by dividing the NAVD 88
 KD0854.geopotential number by the normal gravity value computed on the
 KD0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0854.degrees latitude (g = 980.6199 gals.).
 KD0854
 KD0854.The modeled gravity was interpolated from observed gravity values.
 KD0854
 KD0854;                    North         East    Units  Estimated Accuracy
 KD0854;SPC MO C     -   426,470.      399,280.      MT  (+/- 180 meters Scaled)
 KD0854
 KD0854                          SUPERSEDED SURVEY CONTROL
 KD0854
 KD0854  NGVD 29 (??/??/92)  221.302  (m)          726.05   (f) ADJ UNCH    2 0
 KD0854
 KD0854.Superseded values are not recommended for survey control.
 KD0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0854.See file dsdata.txt to determine how the superseded data were derived.
 KD0854
 KD0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD422913(NAD 83)
 KD0854_MARKER: DB = BENCH MARK DISK
 KD0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0854_STAMPING: E 79 1935
 KD0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0854+STABILITY: SURFACE MOTION
 KD0854
 KD0854  HISTORY     - Date     Condition        Report By
 KD0854  HISTORY     - 1935     MONUMENTED       CGS
 KD0854
 KD0854                          STATION DESCRIPTION
 KD0854
 KD0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0854'2 MI SW FROM DAWN.
 KD0854'2.0 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 KD0854'PACIFIC RAILROAD FROM THE STATION AT DAWN, LIVINGSTON COUNTY,
 KD0854'2.0 MILES NORTHEAST OF THE STATION AT LUDLOW, 7 POLES NORTHEAST
 KD0854'OF BRIDGE 871, AT A ROAD CROSSING, 105 FEET EAST ALONG THE ROAD
 KD0854'FROM THE CROSSING, 31 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 KD0854'5 FEET WEST OF A POLE, AND ABOUT 5 FEET HIGHER THAN THE TRACK.  A
 KD0854'STANDARD DISK, STAMPED E 79 1935 AND SET IN THE TOP OF A CONCRETE
 KD0854'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0960 ***********************************************************************
 JD0960  DESIGNATION -  E 8 B 1
 JD0960  PID         -  JD0960
 JD0960  STATE/COUNTY-  MO/PETTIS
 JD0960  USGS QUAD   -  BAHNER (1972)
 JD0960
 JD0960                         *CURRENT SURVEY CONTROL
 JD0960  ___________________________________________________________________
 JD0960* NAD 83(1986)-  38 34 35.     (N)    093 11 57.     (W)     SCALED    
 JD0960* NAVD 88     -       288.444  (meters)     946.34   (feet)  ADJUSTED  
 JD0960  ___________________________________________________________________
 JD0960  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0960  DYNAMIC HT  -         288.241 (meters)     945.67  (feet)  COMP
 JD0960  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 JD0960
 JD0960  VERT ORDER  -  SECOND    CLASS 0
 JD0960
 JD0960.The horizontal coordinates were scaled from a topographic map and have
 JD0960.an estimated accuracy of +/- 6 seconds.
 JD0960
 JD0960.The orthometric height was determined by differential leveling
 JD0960.and adjusted by the National Geodetic Survey in June 1991..
 JD0960
 JD0960.The geoid height was determined by GEOID03.
 JD0960
 JD0960.The dynamic height is computed by dividing the NAVD 88
 JD0960.geopotential number by the normal gravity value computed on the
 JD0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0960.degrees latitude (g = 980.6199 gals.).
 JD0960
 JD0960.The modeled gravity was interpolated from observed gravity values.
 JD0960
 JD0960;                    North         East    Units  Estimated Accuracy
 JD0960;SPC MO C     -   304,640.      439,080.      MT  (+/- 180 meters Scaled)
 JD0960
 JD0960                          SUPERSEDED SURVEY CONTROL
 JD0960
 JD0960  NGVD 29 (??/??/92)  288.33   (m)          946.0    (f) COMPUTED    2 0
 JD0960
 JD0960.Superseded values are not recommended for survey control.
 JD0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0960.See file dsdata.txt to determine how the superseded data were derived.
 JD0960
 JD0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC826697(NAD 83)
 JD0960_MARKER: Z = SEE DESCRIPTION
 JD0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0960_SP_SET: TRIBRACH
 JD0960_STAMPING: E8 B1
 JD0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0960
 JD0960  HISTORY     - Date     Condition        Report By
 JD0960  HISTORY     - UNK      MONUMENTED       DOD
 JD0960  HISTORY     - 1963     GOOD             NGS
 JD0960
 JD0960                          STATION DESCRIPTION
 JD0960
 JD0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0960'2 MI E FROM SPRING FORK.
 JD0960'ABOUT 1.85 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD0960'SPRING FORK CREEK AT SPRING FORK, THENCE 0.1 MILES SOUTH ACROSS
 JD0960'COUNTRY, ON THE TOP OF A SMALL RIDGE, AND THE TOP SURFACE OVER
 JD0960'THE CENTER HOLE OF A METAL COVERED TRIBRACH WHICH IS MOUNTED ON
 JD0960'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 6 FEET.  USAF
 JD0960'MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0956 ***********************************************************************
 JD0956  DESIGNATION -  E 8 B 2
 JD0956  PID         -  JD0956
 JD0956  STATE/COUNTY-  MO/PETTIS
 JD0956  USGS QUAD   -  BAHNER (1972)
 JD0956
 JD0956                         *CURRENT SURVEY CONTROL
 JD0956  ___________________________________________________________________
 JD0956* NAD 83(1986)-  38 34 31.     (N)    093 12 23.     (W)     SCALED    
 JD0956* NAVD 88     -       296.420  (meters)     972.50   (feet)  ADJUSTED  
 JD0956  ___________________________________________________________________
 JD0956  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0956  DYNAMIC HT  -         296.211 (meters)     971.82  (feet)  COMP
 JD0956  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 JD0956
 JD0956  VERT ORDER  -  SECOND    CLASS 0
 JD0956
 JD0956.The horizontal coordinates were scaled from a topographic map and have
 JD0956.an estimated accuracy of +/- 6 seconds.
 JD0956
 JD0956.The orthometric height was determined by differential leveling
 JD0956.and adjusted by the National Geodetic Survey in June 1991..
 JD0956
 JD0956.The geoid height was determined by GEOID03.
 JD0956
 JD0956.The dynamic height is computed by dividing the NAVD 88
 JD0956.geopotential number by the normal gravity value computed on the
 JD0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0956.degrees latitude (g = 980.6199 gals.).
 JD0956
 JD0956.The modeled gravity was interpolated from observed gravity values.
 JD0956
 JD0956;                    North         East    Units  Estimated Accuracy
 JD0956;SPC MO C     -   304,520.      438,450.      MT  (+/- 180 meters Scaled)
 JD0956
 JD0956                          SUPERSEDED SURVEY CONTROL
 JD0956
 JD0956  NGVD 29 (??/??/92)  296.306  (m)          972.13   (f) ADJ UNCH    2 0
 JD0956
 JD0956.Superseded values are not recommended for survey control.
 JD0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0956.See file dsdata.txt to determine how the superseded data were derived.
 JD0956
 JD0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC820696(NAD 83)
 JD0956_MARKER: Z = SEE DESCRIPTION
 JD0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0956_SP_SET: TRIBRACH
 JD0956_STAMPING: E8 B2
 JD0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0956
 JD0956  HISTORY     - Date     Condition        Report By
 JD0956  HISTORY     - UNK      MONUMENTED       DOD
 JD0956  HISTORY     - 1963     GOOD             NGS
 JD0956
 JD0956                          STATION DESCRIPTION
 JD0956
 JD0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0956'1.8 MI E FROM SPRING FORK.
 JD0956'ABOUT 1.6 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD0956'SPRING FORK CREEK AT SPRING FORK, THENCE 0.1 MILE SOUTH ALONG THE
 JD0956'GRAVELED ROAD, THENCE 0.1 MILE SOUTHWEST ACROSS COUNTRY, IN
 JD0956'SECTION 23, T 44 N, R 21 E, AND THE TOP SURFACE OVER THE CENTER
 JD0956'HOLE OF A METAL COVERED TRIBRACH WHICH IS MOUNTED ON THE TOP OF AN
 JD0956'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0958 ***********************************************************************
 JD0958  DESIGNATION -  E 8 Z
 JD0958  PID         -  JD0958
 JD0958  STATE/COUNTY-  MO/PETTIS
 JD0958  USGS QUAD   -  BAHNER (1972)
 JD0958
 JD0958                         *CURRENT SURVEY CONTROL
 JD0958  ___________________________________________________________________
 JD0958* NAD 83(1986)-  38 34 21.     (N)    093 12 16.     (W)     SCALED    
 JD0958* NAVD 88     -       297.132  (meters)     974.84   (feet)  ADJUSTED  
 JD0958  ___________________________________________________________________
 JD0958  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0958  DYNAMIC HT  -         296.922 (meters)     974.15  (feet)  COMP
 JD0958  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 JD0958
 JD0958  VERT ORDER  -  SECOND    CLASS 0
 JD0958
 JD0958.The horizontal coordinates were scaled from a topographic map and have
 JD0958.an estimated accuracy of +/- 6 seconds.
 JD0958
 JD0958.The orthometric height was determined by differential leveling
 JD0958.and adjusted by the National Geodetic Survey in June 1991..
 JD0958
 JD0958.The geoid height was determined by GEOID03.
 JD0958
 JD0958.The dynamic height is computed by dividing the NAVD 88
 JD0958.geopotential number by the normal gravity value computed on the
 JD0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0958.degrees latitude (g = 980.6199 gals.).
 JD0958
 JD0958.The modeled gravity was interpolated from observed gravity values.
 JD0958
 JD0958;                    North         East    Units  Estimated Accuracy
 JD0958;SPC MO C     -   304,210.      438,620.      MT  (+/- 180 meters Scaled)
 JD0958
 JD0958                          SUPERSEDED SURVEY CONTROL
 JD0958
 JD0958  NGVD 29 (??/??/92)  297.018  (m)          974.47   (f) ADJ UNCH    2 0
 JD0958
 JD0958.Superseded values are not recommended for survey control.
 JD0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0958.See file dsdata.txt to determine how the superseded data were derived.
 JD0958
 JD0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC821693(NAD 83)
 JD0958_MARKER: DS = TRIANGULATION STATION DISK
 JD0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0958_STAMPING: E 8 Z 1963
 JD0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0958+STABILITY: SURFACE MOTION
 JD0958
 JD0958  HISTORY     - Date     Condition        Report By
 JD0958  HISTORY     - 1963     MONUMENTED       CGS
 JD0958
 JD0958                          STATION DESCRIPTION
 JD0958
 JD0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0958'2 MI SE FROM SPRING FORK.
 JD0958'ABOUT 1.6 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD0958'SPRING FORK CREEK AT SPRING FORK, THENCE 0.4 MILE SOUTH ALONG A
 JD0958'GRAVELED ROAD AND IN A HEDGE ROW, IN SECTION 23, T 44 N, R 21 W,
 JD0958'26 FEET EAST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF THE
 JD0958'CENTER OF A SMALL CLEARING IN THE HEDGE ROW, 8.7 FEET NORTHEAST
 JD0958'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JD0958'THE TOP OF A CONCRETE POST 12 INCHES BELOW THE SURFACE OF THE
 JD0958'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0959 ***********************************************************************
 JD0959  DESIGNATION -  E 8 Z RM 1
 JD0959  PID         -  JD0959
 JD0959  STATE/COUNTY-  MO/PETTIS
 JD0959  USGS QUAD   -  BAHNER (1972)
 JD0959
 JD0959                         *CURRENT SURVEY CONTROL
 JD0959  ___________________________________________________________________
 JD0959* NAD 83(1986)-  38 34 21.     (N)    093 12 18.     (W)     SCALED    
 JD0959* NAVD 88     -       297.915  (meters)     977.41   (feet)  ADJUSTED  
 JD0959  ___________________________________________________________________
 JD0959  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0959  DYNAMIC HT  -         297.705 (meters)     976.72  (feet)  COMP
 JD0959  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 JD0959
 JD0959  VERT ORDER  -  SECOND    CLASS 0
 JD0959
 JD0959.The horizontal coordinates were scaled from a topographic map and have
 JD0959.an estimated accuracy of +/- 6 seconds.
 JD0959
 JD0959.The orthometric height was determined by differential leveling
 JD0959.and adjusted by the National Geodetic Survey in June 1991..
 JD0959
 JD0959.The geoid height was determined by GEOID03.
 JD0959
 JD0959.The dynamic height is computed by dividing the NAVD 88
 JD0959.geopotential number by the normal gravity value computed on the
 JD0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0959.degrees latitude (g = 980.6199 gals.).
 JD0959
 JD0959.The modeled gravity was interpolated from observed gravity values.
 JD0959
 JD0959;                    North         East    Units  Estimated Accuracy
 JD0959;SPC MO C     -   304,210.      438,570.      MT  (+/- 180 meters Scaled)
 JD0959
 JD0959                          SUPERSEDED SURVEY CONTROL
 JD0959
 JD0959  NGVD 29 (??/??/92)  297.801  (m)          977.04   (f) ADJ UNCH    2 0
 JD0959
 JD0959.Superseded values are not recommended for survey control.
 JD0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0959.See file dsdata.txt to determine how the superseded data were derived.
 JD0959
 JD0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC821693(NAD 83)
 JD0959_MARKER: DR = REFERENCE MARK DISK
 JD0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0959_STAMPING: E 8 Z NO 1 1963
 JD0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0959+STABILITY: SURFACE MOTION
 JD0959
 JD0959  HISTORY     - Date     Condition        Report By
 JD0959  HISTORY     - 1963     MONUMENTED       CGS
 JD0959
 JD0959                          STATION DESCRIPTION
 JD0959
 JD0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0959'2 MI SE FROM SPRING FORK.
 JD0959'ABOUT 1.6 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD0959'SPRING FORK CREEK AT SPRING FORK, THENCE 0.4 MILE SOUTH ALONG A
 JD0959'GRAVELED ROAD AND IN A HEDGE ROW, IN SECTION 23, T 44 N, R 21 W,
 JD0959'44 FEET SOUTH OF THE CENTER OF A WIRE GATE, 18 FEET WEST OF THE
 JD0959'CENTER LINE OF THE ROAD, 1 FOOT EAST OF A FENCE, 57.0 FEET
 JD0959'SOUTHWEST OF AND ACROSS THE ROAD FROM E 8 Z 1963, ABOUT LEVEL
 JD0959'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0959'1 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0957 ***********************************************************************
 JD0957  DESIGNATION -  E 8 Z RM 2
 JD0957  PID         -  JD0957
 JD0957  STATE/COUNTY-  MO/PETTIS
 JD0957  USGS QUAD   -  BAHNER (1972)
 JD0957
 JD0957                         *CURRENT SURVEY CONTROL
 JD0957  ___________________________________________________________________
 JD0957* NAD 83(1986)-  38 34 22.     (N)    093 12 17.     (W)     SCALED    
 JD0957* NAVD 88     -       297.807  (meters)     977.06   (feet)  ADJUSTED  
 JD0957  ___________________________________________________________________
 JD0957  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0957  DYNAMIC HT  -         297.597 (meters)     976.37  (feet)  COMP
 JD0957  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 JD0957
 JD0957  VERT ORDER  -  SECOND    CLASS 0
 JD0957
 JD0957.The horizontal coordinates were scaled from a topographic map and have
 JD0957.an estimated accuracy of +/- 6 seconds.
 JD0957
 JD0957.The orthometric height was determined by differential leveling
 JD0957.and adjusted by the National Geodetic Survey in June 1991..
 JD0957
 JD0957.The geoid height was determined by GEOID03.
 JD0957
 JD0957.The dynamic height is computed by dividing the NAVD 88
 JD0957.geopotential number by the normal gravity value computed on the
 JD0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0957.degrees latitude (g = 980.6199 gals.).
 JD0957
 JD0957.The modeled gravity was interpolated from observed gravity values.
 JD0957
 JD0957;                    North         East    Units  Estimated Accuracy
 JD0957;SPC MO C     -   304,240.      438,590.      MT  (+/- 180 meters Scaled)
 JD0957
 JD0957                          SUPERSEDED SURVEY CONTROL
 JD0957
 JD0957  NGVD 29 (??/??/92)  297.693  (m)          976.68   (f) ADJ UNCH    2 0
 JD0957
 JD0957.Superseded values are not recommended for survey control.
 JD0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0957.See file dsdata.txt to determine how the superseded data were derived.
 JD0957
 JD0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC821693(NAD 83)
 JD0957_MARKER: DR = REFERENCE MARK DISK
 JD0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0957_STAMPING: E 8 Z NO 2 1963
 JD0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0957+STABILITY: SURFACE MOTION
 JD0957
 JD0957  HISTORY     - Date     Condition        Report By
 JD0957  HISTORY     - 1963     MONUMENTED       CGS
 JD0957
 JD0957                          STATION DESCRIPTION
 JD0957
 JD0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0957'2 MI SW FROM SPRING FORK.
 JD0957'ABOUT 1.6 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD0957'SPRING FORK CREEK AT SPRING FORK, THENCE 0.4 MILE SOUTH ALONG A
 JD0957'GRAVELED ROAD AND IN A HEDGE ROW, IN SECTION 23, T 44 N, R 21 W,
 JD0957'41 FEET NORTH OF THE CENTER OF A WIRE GATE, 18 FEET WEST OF THE
 JD0957'CENTER LINE OF THE ROAD, 1 FOOT EAST OF A FENCE, 62.5 FEET
 JD0957'NORTHWEST OF AND ACROSS THE ROAD FROM E 8 Z 1963, ABOUT LEVEL WITH
 JD0957'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0324 ***********************************************************************
 LF0324  DESIGNATION -  E 80
 LF0324  PID         -  LF0324
 LF0324  STATE/COUNTY-  MO/HOLT
 LF0324  USGS QUAD   -  MOUND CITY (1981)
 LF0324
 LF0324                         *CURRENT SURVEY CONTROL
 LF0324  ___________________________________________________________________
 LF0324* NAD 83(1986)-  40 07 50.     (N)    095 10 55.     (W)     SCALED    
 LF0324* NAVD 88     -       286.789  (meters)     940.91   (feet)  POSTED    
 LF0324  ___________________________________________________________________
 LF0324  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LF0324  DYNAMIC HT  -         286.630 (meters)     940.39  (feet)  COMP
 LF0324  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 LF0324
 LF0324  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LF0324
 LF0324.The horizontal coordinates were scaled from a topographic map and have
 LF0324.an estimated accuracy of +/- 6 seconds.
 LF0324
 LF0324.The orthometric height was determined by differential leveling
 LF0324.and adjusted by the National Geodetic Survey in 1992..
 LF0324.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LF0324.rate of 0.0 thru 1.0 mm/km.
 LF0324
 LF0324.The geoid height was determined by GEOID03.
 LF0324
 LF0324.The dynamic height is computed by dividing the NAVD 88
 LF0324.geopotential number by the normal gravity value computed on the
 LF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0324.degrees latitude (g = 980.6199 gals.).
 LF0324
 LF0324.The modeled gravity was interpolated from observed gravity values.
 LF0324
 LF0324;                    North         East    Units  Estimated Accuracy
 LF0324;SPC MO W     -   440,190.      791,880.      MT  (+/- 180 meters Scaled)
 LF0324
 LF0324                          SUPERSEDED SURVEY CONTROL
 LF0324
 LF0324  NGVD 29 (??/??/92)  286.706  (m)          940.63   (f) ADJ UNCH    2 0
 LF0324
 LF0324.Superseded values are not recommended for survey control.
 LF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0324.See file dsdata.txt to determine how the superseded data were derived.
 LF0324
 LF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE140445(NAD 83)
 LF0324_MARKER: DB = BENCH MARK DISK
 LF0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0324_SP_SET: BRIDGE
 LF0324_STAMPING: E-80 1935
 LF0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0324
 LF0324  HISTORY     - Date     Condition        Report By
 LF0324  HISTORY     - 1935     MONUMENTED       CGS
 LF0324  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF0324  HISTORY     - 1977     GOOD             USGS
 LF0324
 LF0324                          STATION DESCRIPTION
 LF0324
 LF0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0324'2.7 MI E FROM MOUND CITY.
 LF0324'2.7 MILES EAST OF MOUND CITY ALONG THE C.B. AND Q. RAILROAD TO
 LF0324'THE CROSSING OF U.S. HIGHWAY 275 AT MILEPOST 6, THENCE EAST
 LF0324'ALONG THE HIGHWAY TO A 50 FOOT HIGHWAY BRIDGE.  SET IN THE
 LF0324'NORTHWEST WINGWALL, ABOUT 200 FEET SOUTH OF THE RAILROAD, AT
 LF0324'ROAD LEVEL.  NOTE-- BRIDGE WAS REPAIRED AND MARK MAY BE COVERED
 LF0324'WITH CEMENT OR DESTROYED.
 LF0324
 LF0324                          STATION RECOVERY (1961)
 LF0324
 LF0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0324'MARK NOT FOUND.
 LF0324
 LF0324                          STATION RECOVERY (1977)
 LF0324
 LF0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0185 ***********************************************************************
 LF0185  DESIGNATION -  E 81
 LF0185  PID         -  LF0185
 LF0185  STATE/COUNTY-  MO/NODAWAY
 LF0185  USGS QUAD   -  HOPKINS (1980)
 LF0185
 LF0185                         *CURRENT SURVEY CONTROL
 LF0185  ___________________________________________________________________
 LF0185* NAD 83(1986)-  40 34 02.     (N)    094 48 14.     (W)     SCALED    
 LF0185* NAVD 88     -       323.898  (meters)    1062.66   (feet)  ADJUSTED  
 LF0185  ___________________________________________________________________
 LF0185  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 LF0185  DYNAMIC HT  -         323.726 (meters)    1062.09  (feet)  COMP
 LF0185  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 LF0185
 LF0185  VERT ORDER  -  SECOND    CLASS 0
 LF0185
 LF0185.The horizontal coordinates were scaled from a topographic map and have
 LF0185.an estimated accuracy of +/- 6 seconds.
 LF0185
 LF0185.The orthometric height was determined by differential leveling
 LF0185.and adjusted by the National Geodetic Survey in June 1991..
 LF0185
 LF0185.The geoid height was determined by GEOID03.
 LF0185
 LF0185.The dynamic height is computed by dividing the NAVD 88
 LF0185.geopotential number by the normal gravity value computed on the
 LF0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0185.degrees latitude (g = 980.6199 gals.).
 LF0185
 LF0185.The modeled gravity was interpolated from observed gravity values.
 LF0185
 LF0185;                    North         East    Units  Estimated Accuracy
 LF0185;SPC MO W     -   488,490.      824,270.      MT  (+/- 180 meters Scaled)
 LF0185
 LF0185                          SUPERSEDED SURVEY CONTROL
 LF0185
 LF0185  NGVD 29 (??/??/92)  323.797  (m)         1062.32   (f) ADJ UNCH    2 0
 LF0185
 LF0185.Superseded values are not recommended for survey control.
 LF0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0185.See file dsdata.txt to determine how the superseded data were derived.
 LF0185
 LF0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE472922(NAD 83)
 LF0185_MARKER: DB = BENCH MARK DISK
 LF0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0185_SP_SET: CULVERT
 LF0185_STAMPING: E 81 1935
 LF0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0185
 LF0185  HISTORY     - Date     Condition        Report By
 LF0185  HISTORY     - 1935     MONUMENTED       CGS
 LF0185  HISTORY     - 1960     GOOD             NGS
 LF0185
 LF0185                          STATION DESCRIPTION
 LF0185
 LF0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0185'1.4 MI N FROM HOPKINS.
 LF0185'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0185'FROM THE STATION AT HOPKINS, 10 AND 1/2 POLES NORTH OF
 LF0185'MILEPOST 44, 200 YARDS SOUTH OF A ROAD CROSSING, 100 FEET
 LF0185'WEST OF A RAILROAD BRIDGE 43.67, 20 FEET EAST OF THE CENTERLINE
 LF0185'OF STATE HIGHWAY 20, SET IN THE MIDDLE OF THE EAST HEADWALL OF AN
 LF0185'8-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, AND 3 FEET HIGHER
 LF0185'THAN THE TRACK.  A STANDARD DISK, STAMPED E 81 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0363 ***********************************************************************
 LE0363  DESIGNATION -  E 82
 LE0363  PID         -  LE0363
 LE0363  STATE/COUNTY-  MO/GRUNDY
 LE0363  USGS QUAD   -  SPICKARD (1984)
 LE0363
 LE0363                         *CURRENT SURVEY CONTROL
 LE0363  ___________________________________________________________________
 LE0363* NAD 83(1986)-  40 09 48.     (N)    093 36 35.     (W)     SCALED    
 LE0363* NAVD 88     -       240.107  (meters)     787.75   (feet)  ADJUSTED  
 LE0363  ___________________________________________________________________
 LE0363  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LE0363  DYNAMIC HT  -         239.979 (meters)     787.33  (feet)  COMP
 LE0363  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 LE0363
 LE0363  VERT ORDER  -  SECOND    CLASS 0
 LE0363
 LE0363.The horizontal coordinates were scaled from a topographic map and have
 LE0363.an estimated accuracy of +/- 6 seconds.
 LE0363
 LE0363.The orthometric height was determined by differential leveling
 LE0363.and adjusted by the National Geodetic Survey in June 1991..
 LE0363
 LE0363.The geoid height was determined by GEOID03.
 LE0363
 LE0363.The dynamic height is computed by dividing the NAVD 88
 LE0363.geopotential number by the normal gravity value computed on the
 LE0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0363.degrees latitude (g = 980.6199 gals.).
 LE0363
 LE0363.The modeled gravity was interpolated from observed gravity values.
 LE0363
 LE0363;                    North         East    Units  Estimated Accuracy
 LE0363;SPC MO C     -   481,170.      405,470.      MT  (+/- 180 meters Scaled)
 LE0363
 LE0363                          SUPERSEDED SURVEY CONTROL
 LE0363
 LE0363  NGVD 29 (??/??/92)  240.073  (m)          787.64   (f) ADJ UNCH    2 0
 LE0363
 LE0363.Superseded values are not recommended for survey control.
 LE0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0363.See file dsdata.txt to determine how the superseded data were derived.
 LE0363
 LE0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE480460(NAD 83)
 LE0363_MARKER: DB = BENCH MARK DISK
 LE0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0363_SP_SET: BOX CULVERT
 LE0363_STAMPING: E 82 1935
 LE0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0363
 LE0363  HISTORY     - Date     Condition        Report By
 LE0363  HISTORY     - 1935     MONUMENTED       CGS
 LE0363  HISTORY     - 1967     GOOD             NGS
 LE0363
 LE0363                          STATION DESCRIPTION
 LE0363
 LE0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0363'AT TINDALL.
 LE0363'AT TINDALL, GRUNDY COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 LE0363'PACIFIC RAILROAD, 5 POLES NORTH OF THE STATION, 6 POLES SOUTH
 LE0363'OF MILEPOST 410, 138 FEET SOUTH OF THE CENTER OF A ROAD CROSSING,
 LE0363'AT A 5-BY-7-FOOT CONCRETE BOX CULVERT UNDER THE TRACK, IN
 LE0363'THE CENTER OF THE TOP OF THE EAST HEADWALL, 24 FEET EAST OF THE
 LE0363'CENTERLINE OF THE EAST TRACK, AND ABOUT 2-1/2 FEET LOWER THAN
 LE0363'THE TRACK.  A STANDARD DISK, STAMPED E 82 1935.
 LE0363
 LE0363                          STATION RECOVERY (1967)
 LE0363
 LE0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0347 ***********************************************************************
 LE0347  DESIGNATION -  E 83
 LE0347  PID         -  LE0347
 LE0347  STATE/COUNTY-  MO/HARRISON
 LE0347  USGS QUAD   -  EAGLEVILLE (1984)
 LE0347
 LE0347                         *CURRENT SURVEY CONTROL
 LE0347  ___________________________________________________________________
 LE0347* NAD 83(1986)-  40 23 44.     (N)    093 56 03.     (W)     SCALED    
 LE0347* NAVD 88     -       318.120  (meters)    1043.70   (feet)  ADJUSTED  
 LE0347  ___________________________________________________________________
 LE0347  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 LE0347  DYNAMIC HT  -         317.955 (meters)    1043.16  (feet)  COMP
 LE0347  MODELED GRAV-     980,097.2   (mgal)                       NAVD 88
 LE0347
 LE0347  VERT ORDER  -  SECOND    CLASS 0
 LE0347
 LE0347.The horizontal coordinates were scaled from a topographic map and have
 LE0347.an estimated accuracy of +/- 6 seconds.
 LE0347
 LE0347.The orthometric height was determined by differential leveling
 LE0347.and adjusted by the National Geodetic Survey in June 1991..
 LE0347
 LE0347.The geoid height was determined by GEOID03.
 LE0347
 LE0347.The dynamic height is computed by dividing the NAVD 88
 LE0347.geopotential number by the normal gravity value computed on the
 LE0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0347.degrees latitude (g = 980.6199 gals.).
 LE0347
 LE0347.The modeled gravity was interpolated from observed gravity values.
 LE0347
 LE0347;                    North         East    Units  Estimated Accuracy
 LE0347;SPC MO W     -   469,540.      898,040.      MT  (+/- 180 meters Scaled)
 LE0347
 LE0347                          SUPERSEDED SURVEY CONTROL
 LE0347
 LE0347  NGVD 29 (??/??/92)  318.029  (m)         1043.40   (f) ADJ UNCH    2 0
 LE0347
 LE0347.Superseded values are not recommended for survey control.
 LE0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0347.See file dsdata.txt to determine how the superseded data were derived.
 LE0347
 LE0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE207720(NAD 83)
 LE0347_MARKER: DB = BENCH MARK DISK
 LE0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0347_STAMPING: E 83 1935
 LE0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0347+STABILITY: SURFACE MOTION
 LE0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0347+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1999
 LE0347
 LE0347  HISTORY     - Date     Condition        Report By
 LE0347  HISTORY     - 1935     MONUMENTED       CGS
 LE0347  HISTORY     - 1967     GOOD             NGS
 LE0347  HISTORY     - 19991116 GOOD             LOCENG
 LE0347  HISTORY     - 20030521 GOOD             USGS
 LE0347
 LE0347                          STATION DESCRIPTION
 LE0347
 LE0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0347'1.2 MI NE FROM RIDGEWAY.
 LE0347'RECOVERED AS DESCRIBED IN THE 1935 DESCRIPTION.  IT IS THE
 LE0347'NORTHWEST 1/4 OF SECTION 34, T 65 N, R 27 W, 0.15 MILE EAST
 LE0347'OF COUNTY ROUTE T, 27 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LE0347'ROAD, 21 FEET EAST OF THE CENTER OF THE TRACK, AND 1 FOOT WEST
 LE0347'OF A METAL WITNESS POST.
 LE0347
 LE0347                          STATION RECOVERY (1999)
 LE0347
 LE0347'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (CMC)
 LE0347'RECOVERED IN GOOD CONDITION.
 LE0347
 LE0347                          STATION RECOVERY (2003)
 LE0347
 LE0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (MSM)
 LE0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0583 ***********************************************************************
 LD0583  DESIGNATION -  E 85
 LD0583  PID         -  LD0583
 LD0583  STATE/COUNTY-  MO/CLARK
 LD0583  USGS QUAD   -  MEDILL (1975)
 LD0583
 LD0583                         *CURRENT SURVEY CONTROL
 LD0583  ___________________________________________________________________
 LD0583* NAD 83(1986)-  40 24 17.     (N)    091 49 59.     (W)     SCALED    
 LD0583* NAVD 88     -       203.843  (meters)     668.77   (feet)  ADJUSTED  
 LD0583  ___________________________________________________________________
 LD0583  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0583  DYNAMIC HT  -         203.740 (meters)     668.44  (feet)  COMP
 LD0583  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 LD0583
 LD0583  VERT ORDER  -  SECOND    CLASS 0
 LD0583
 LD0583.The horizontal coordinates were scaled from a topographic map and have
 LD0583.an estimated accuracy of +/- 6 seconds.
 LD0583
 LD0583.The orthometric height was determined by differential leveling
 LD0583.and adjusted by the National Geodetic Survey in June 1991..
 LD0583
 LD0583.The geoid height was determined by GEOID03.
 LD0583
 LD0583.The dynamic height is computed by dividing the NAVD 88
 LD0583.geopotential number by the normal gravity value computed on the
 LD0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0583.degrees latitude (g = 980.6199 gals.).
 LD0583
 LD0583.The modeled gravity was interpolated from observed gravity values.
 LD0583
 LD0583;                    North         East    Units  Estimated Accuracy
 LD0583;SPC MO E     -   508,240.      136,850.      MT  (+/- 180 meters Scaled)
 LD0583
 LD0583                          SUPERSEDED SURVEY CONTROL
 LD0583
 LD0583  NGVD 29 (??/??/92)  203.869  (m)          668.86   (f) ADJ UNCH    2 0
 LD0583
 LD0583.Superseded values are not recommended for survey control.
 LD0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0583.See file dsdata.txt to determine how the superseded data were derived.
 LD0583
 LD0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE990733(NAD 83)
 LD0583_MARKER: DB = BENCH MARK DISK
 LD0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0583_SP_SET: FOUNDATION
 LD0583_STAMPING: E 85 1936
 LD0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0583
 LD0583  HISTORY     - Date     Condition        Report By
 LD0583  HISTORY     - 1936     MONUMENTED       CGS
 LD0583
 LD0583                          STATION DESCRIPTION
 LD0583
 LD0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 LD0583'3.6 MI SW FROM MEDILL.
 LD0583'3.6 MILES SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 LD0583'RAILWAY FROM THE OVERPASS OF STATE HIGHWAY 4 AT MEDILL, CLARK
 LD0583'COUNTY, 2 POLES SOUTHWEST OF MILEPOST 267, AT BLOCK SIGNAL 267.6,
 LD0583'IN THE TOP OF THE FOUNDATION, 8 FEET SOUTH OF THE CENTERLINE OF
 LD0583'THE SOUTH TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 LD0583'STAMPED E 85 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0103 ***********************************************************************
 LE0103  DESIGNATION -  E 86
 LE0103  PID         -  LE0103
 LE0103  STATE/COUNTY-  MO/SCOTLAND
 LE0103  USGS QUAD   -  MEMPHIS (1982)
 LE0103
 LE0103                         *CURRENT SURVEY CONTROL
 LE0103  ___________________________________________________________________
 LE0103* NAD 83(1986)-  40 27 15.     (N)    092 09 52.     (W)     SCALED    
 LE0103* NAVD 88     -       230.642  (meters)     756.70   (feet)  ADJUSTED  
 LE0103  ___________________________________________________________________
 LE0103  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LE0103  DYNAMIC HT  -         230.524 (meters)     756.31  (feet)  COMP
 LE0103  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 LE0103
 LE0103  VERT ORDER  -  SECOND    CLASS 0
 LE0103
 LE0103.The horizontal coordinates were scaled from a topographic map and have
 LE0103.an estimated accuracy of +/- 6 seconds.
 LE0103
 LE0103.The orthometric height was determined by differential leveling
 LE0103.and adjusted by the National Geodetic Survey in June 1991..
 LE0103
 LE0103.The geoid height was determined by GEOID03.
 LE0103
 LE0103.The dynamic height is computed by dividing the NAVD 88
 LE0103.geopotential number by the normal gravity value computed on the
 LE0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0103.degrees latitude (g = 980.6199 gals.).
 LE0103
 LE0103.The modeled gravity was interpolated from observed gravity values.
 LE0103
 LE0103;                    North         East    Units  Estimated Accuracy
 LE0103;SPC MO C     -   512,930.      528,460.      MT  (+/- 180 meters Scaled)
 LE0103
 LE0103                          SUPERSEDED SURVEY CONTROL
 LE0103
 LE0103  NGVD 29 (??/??/92)  230.651  (m)          756.73   (f) ADJ UNCH    2 0
 LE0103
 LE0103.Superseded values are not recommended for survey control.
 LE0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0103.See file dsdata.txt to determine how the superseded data were derived.
 LE0103
 LE0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE708785(NAD 83)
 LE0103_MARKER: DB = BENCH MARK DISK
 LE0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0103_SP_SET: PEDESTAL
 LE0103_STAMPING: E 86 1935
 LE0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0103
 LE0103  HISTORY     - Date     Condition        Report By
 LE0103  HISTORY     - 1935     MONUMENTED       CGS
 LE0103  HISTORY     - 1967     GOOD             NGS
 LE0103
 LE0103                          STATION DESCRIPTION
 LE0103
 LE0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0103'AT MEMPHIS.
 LE0103'AT MEMPHIS, SCOTLAND COUNTY, ON THE CHICAGO, BURLINGTON AND
 LE0103'QUINCY RAILROAD, 300 FEET EAST OF THE STATION, AT A WATER TANK,
 LE0103'IN THE TOP OF THE SOUTHWEST PEDESTAL STONE, 14 FEET NORTH OF
 LE0103'THE CENTERLINE OF THE TRACK, AND 1 FOOT HIGHER THAN THE TRACK.
 LE0103'A STANDARD DISK, STAMPED E 86 1935.
 LE0103
 LE0103                          STATION RECOVERY (1967)
 LE0103
 LE0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0680 ***********************************************************************
 GE0680  DESIGNATION -  E 9
 GE0680  PID         -  GE0680
 GE0680  STATE/COUNTY-  MO/OREGON
 GE0680  USGS QUAD   -  THAYER (1986)
 GE0680
 GE0680                         *CURRENT SURVEY CONTROL
 GE0680  ___________________________________________________________________
 GE0680* NAD 83(1986)-  36 31 40.     (N)    091 32 33.     (W)     SCALED    
 GE0680* NAVD 88     -       162.285  (meters)     532.43   (feet)  ADJUSTED  
 GE0680  ___________________________________________________________________
 GE0680  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GE0680  DYNAMIC HT  -         162.153 (meters)     532.00  (feet)  COMP
 GE0680  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 GE0680
 GE0680  VERT ORDER  -  FIRST     CLASS II
 GE0680
 GE0680.The horizontal coordinates were scaled from a topographic map and have
 GE0680.an estimated accuracy of +/- 6 seconds.
 GE0680
 GE0680.The orthometric height was determined by differential leveling
 GE0680.and adjusted by the National Geodetic Survey in June 1991..
 GE0680
 GE0680.The geoid height was determined by GEOID03.
 GE0680
 GE0680.The dynamic height is computed by dividing the NAVD 88
 GE0680.geopotential number by the normal gravity value computed on the
 GE0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0680.degrees latitude (g = 980.6199 gals.).
 GE0680
 GE0680.The modeled gravity was interpolated from observed gravity values.
 GE0680
 GE0680;                    North         East    Units  Estimated Accuracy
 GE0680;SPC MO E     -    77,560.      156,640.      MT  (+/- 180 meters Scaled)
 GE0680
 GE0680                          SUPERSEDED SURVEY CONTROL
 GE0680
 GE0680  NGVD 29 (??/??/92)  162.167  (m)          532.04   (f) ADJ UNCH    1 2
 GE0680
 GE0680.Superseded values are not recommended for survey control.
 GE0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0680.See file dsdata.txt to determine how the superseded data were derived.
 GE0680
 GE0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA304434(NAD 83)
 GE0680_MARKER: DB = BENCH MARK DISK
 GE0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0680_SP_SET: BUILDING
 GE0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0680
 GE0680  HISTORY     - Date     Condition        Report By
 GE0680  HISTORY     - UNK      MONUMENTED       CGS
 GE0680  HISTORY     - 1928     GOOD             NGS
 GE0680
 GE0680                          STATION DESCRIPTION
 GE0680
 GE0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GE0680'IN THAYER.
 GE0680'IN THE CENTER OF TOWN IN THE RR Y.M.C.A.  LOCATED IN THE NW CORNER
 GE0680'OF THE RR. Y.M.C.A., BUILDING, THAYER, ON THE SIDE FACING THE
 GE0680'TRACKS, 10 INCHES EAST OF THE WEST END BUILDING AND 16 INCHES
 GE0680'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1029 ***********************************************************************
 JD1029  DESIGNATION -  E 9 B 1
 JD1029  PID         -  JD1029
 JD1029  STATE/COUNTY-  MO/PETTIS
 JD1029  USGS QUAD   -  SEDALIA WEST (1973)
 JD1029
 JD1029                         *CURRENT SURVEY CONTROL
 JD1029  ___________________________________________________________________
 JD1029* NAD 83(1986)-  38 37 33.     (N)    093 16 22.     (W)     SCALED    
 JD1029* NAVD 88     -       278.030  (meters)     912.17   (feet)  ADJUSTED  
 JD1029  ___________________________________________________________________
 JD1029  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1029  DYNAMIC HT  -         277.836 (meters)     911.53  (feet)  COMP
 JD1029  MODELED GRAV-     979,926.3   (mgal)                       NAVD 88
 JD1029
 JD1029  VERT ORDER  -  SECOND    CLASS 0
 JD1029
 JD1029.The horizontal coordinates were scaled from a topographic map and have
 JD1029.an estimated accuracy of +/- 6 seconds.
 JD1029
 JD1029.The orthometric height was determined by differential leveling
 JD1029.and adjusted by the National Geodetic Survey in June 1991..
 JD1029
 JD1029.The geoid height was determined by GEOID03.
 JD1029
 JD1029.The dynamic height is computed by dividing the NAVD 88
 JD1029.geopotential number by the normal gravity value computed on the
 JD1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1029.degrees latitude (g = 980.6199 gals.).
 JD1029
 JD1029.The modeled gravity was interpolated from observed gravity values.
 JD1029
 JD1029;                    North         East    Units  Estimated Accuracy
 JD1029;SPC MO C     -   310,180.      432,710.      MT  (+/- 180 meters Scaled)
 JD1029
 JD1029                          SUPERSEDED SURVEY CONTROL
 JD1029
 JD1029  NGVD 29 (??/??/92)  277.92   (m)          911.8    (f) COMPUTED    2 0
 JD1029
 JD1029.Superseded values are not recommended for survey control.
 JD1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1029.See file dsdata.txt to determine how the superseded data were derived.
 JD1029
 JD1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC762752(NAD 83)
 JD1029_MARKER: Z = SEE DESCRIPTION
 JD1029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1029_SP_SET: TRIBRACH
 JD1029_STAMPING: E9 B1
 JD1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1029
 JD1029  HISTORY     - Date     Condition        Report By
 JD1029  HISTORY     - UNK      MONUMENTED       DOD
 JD1029  HISTORY     - 1963     GOOD             NGS
 JD1029
 JD1029                          STATION DESCRIPTION
 JD1029
 JD1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1029'7.3 MI SW FROM SEDALIA.
 JD1029'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1029'RAILROAD FROM THE STATION AT SEDALIA, THENCE 4.8 MILES SOUTH
 JD1029'ALONG U.S. HIGHWAY 65, THENCE 0.3 MILES WEST ALONG COUNTY
 JD1029'ROAD F, ABOUT 400 FEET SOUTH OF A FARMHOUSE, IN SECTION 6,
 JD1029'T 44 N, R 21 W, 190 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JD1029'134 FEET SOUTH OF A FENCE, AND THE TOP SURFACE OVER THE CENTER
 JD1029'HOLE OF A METAL COVERED TRIBRACH WHICH IS MOUNTED ON THE TOP
 JD1029'OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  USAF
 JD1029'MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1025 ***********************************************************************
 JD1025  DESIGNATION -  E 9 B 2
 JD1025  PID         -  JD1025
 JD1025  STATE/COUNTY-  MO/PETTIS
 JD1025  USGS QUAD   -  SEDALIA WEST (1973)
 JD1025
 JD1025                         *CURRENT SURVEY CONTROL
 JD1025  ___________________________________________________________________
 JD1025* NAD 83(1986)-  38 37 30.     (N)    093 16 15.     (W)     SCALED    
 JD1025* NAVD 88     -       284.039  (meters)     931.88   (feet)  ADJUSTED  
 JD1025  ___________________________________________________________________
 JD1025  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1025  DYNAMIC HT  -         283.842 (meters)     931.24  (feet)  COMP
 JD1025  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 JD1025
 JD1025  VERT ORDER  -  SECOND    CLASS 0
 JD1025
 JD1025.The horizontal coordinates were scaled from a topographic map and have
 JD1025.an estimated accuracy of +/- 6 seconds.
 JD1025
 JD1025.The orthometric height was determined by differential leveling
 JD1025.and adjusted by the National Geodetic Survey in June 1991..
 JD1025
 JD1025.The geoid height was determined by GEOID03.
 JD1025
 JD1025.The dynamic height is computed by dividing the NAVD 88
 JD1025.geopotential number by the normal gravity value computed on the
 JD1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1025.degrees latitude (g = 980.6199 gals.).
 JD1025
 JD1025.The modeled gravity was interpolated from observed gravity values.
 JD1025
 JD1025;                    North         East    Units  Estimated Accuracy
 JD1025;SPC MO C     -   310,090.      432,880.      MT  (+/- 180 meters Scaled)
 JD1025
 JD1025                          SUPERSEDED SURVEY CONTROL
 JD1025
 JD1025  NGVD 29 (??/??/92)  283.93   (m)          931.5    (f) COMPUTED    2 0
 JD1025
 JD1025.Superseded values are not recommended for survey control.
 JD1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1025.See file dsdata.txt to determine how the superseded data were derived.
 JD1025
 JD1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC764751(NAD 83)
 JD1025_MARKER: Z = SEE DESCRIPTION
 JD1025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1025_SP_SET: TRIBRACH
 JD1025_STAMPING: E9 B2
 JD1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1025
 JD1025  HISTORY     - Date     Condition        Report By
 JD1025  HISTORY     - UNK      MONUMENTED       DOD
 JD1025  HISTORY     - 1963     GOOD             NGS
 JD1025
 JD1025                          STATION DESCRIPTION
 JD1025
 JD1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1025'7.4 MI SW FROM SEDALIA.
 JD1025'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1025'RAILROAD FROM THE STATION AT SEDALIA, THENCE 4.8 MILES SOUTH ALONG
 JD1025'U.S. HIGHWAY 65, THENCE 0.2 MILES WEST ALONG COUNTY ROAD F,
 JD1025'THENCE 0.15 MILE SOUTH ACROSS COUNTRY, AND THE TOP SURFACE OVER
 JD1025'THE CENTER HOLE OF A METAL COVERED TRIBRACH WHICH IS MOUNTED
 JD1025'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 JD1025'USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0681 ***********************************************************************
 GE0681  DESIGNATION -  E 9 RESET
 GE0681  PID         -  GE0681
 GE0681  STATE/COUNTY-  MO/OREGON
 GE0681  USGS QUAD   -  THAYER (1986)
 GE0681
 GE0681                         *CURRENT SURVEY CONTROL
 GE0681  ___________________________________________________________________
 GE0681* NAD 83(1986)-  36 31 38.     (N)    091 32 20.     (W)     SCALED    
 GE0681* NAVD 88     -       161.98   (meters)     531.4    (feet)  RESET     
 GE0681  ___________________________________________________________________
 GE0681  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GE0681
 GE0681  VERT ORDER  -  THIRD
 GE0681
 GE0681.The horizontal coordinates were scaled from a topographic map and have
 GE0681.an estimated accuracy of +/- 6 seconds.
 GE0681
 GE0681.The orthometric height was computed from unverified reset data.
 GE0681
 GE0681.The geoid height was determined by GEOID03.
 GE0681
 GE0681;                    North         East    Units  Estimated Accuracy
 GE0681;SPC MO E     -    77,490.      156,960.      MT  (+/- 180 meters Scaled)
 GE0681
 GE0681                          SUPERSEDED SURVEY CONTROL
 GE0681
 GE0681  NGVD 29 (??/??/??)  161.87   (m)          531.1    (f) RESET       3  
 GE0681
 GE0681.Superseded values are not recommended for survey control.
 GE0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0681.See file dsdata.txt to determine how the superseded data were derived.
 GE0681
 GE0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA308434(NAD 83)
 GE0681_MARKER: DB = BENCH MARK DISK
 GE0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0681_STAMPING: E 9 RESET 1955
 GE0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0681+STABILITY: SURFACE MOTION
 GE0681
 GE0681  HISTORY     - Date     Condition        Report By
 GE0681  HISTORY     - 1955     MONUMENTED       SLSFRR
 GE0681  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 GE0681  HISTORY     - 19900906 MARK NOT FOUND   NGS
 GE0681
 GE0681                          STATION DESCRIPTION
 GE0681
 GE0681'DESCRIBED BY ST LOUIS SAN FRANCISCO RAILROAD 1955
 GE0681'AT THAYER.
 GE0681'AT THAYER, OREGON COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 GE0681'60.7 FEET SOUTH OF THE CONCRETE-BLOCK WATER-TREATMENT PLANT,
 GE0681'AND 71.2 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  A
 GE0681'STANDARD DISK, STAMPED E 9 RESET 1955 AND SET IN THE TOP OF
 GE0681'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 GE0681
 GE0681                          STATION RECOVERY (1985)
 GE0681
 GE0681'RECOVERY NOTE BY US POWER SQUADRON 1985 (NCS)
 GE0681'MARK NOT FOUND.
 GE0681
 GE0681                          STATION RECOVERY (1990)
 GE0681
 GE0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0681'THE DESCRIBED LOCATION IS NOW A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1027 ***********************************************************************
 JD1027  DESIGNATION -  E 9 Z
 JD1027  PID         -  JD1027
 JD1027  STATE/COUNTY-  MO/PETTIS
 JD1027  USGS QUAD   -  SEDALIA WEST (1973)
 JD1027
 JD1027                         *CURRENT SURVEY CONTROL
 JD1027  ___________________________________________________________________
 JD1027* NAD 83(1986)-  38 37 40.     (N)    093 16 15.     (W)     SCALED    
 JD1027* NAVD 88     -       281.690  (meters)     924.18   (feet)  ADJUSTED  
 JD1027  ___________________________________________________________________
 JD1027  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1027  DYNAMIC HT  -         281.494 (meters)     923.53  (feet)  COMP
 JD1027  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 JD1027
 JD1027  VERT ORDER  -  SECOND    CLASS 0
 JD1027
 JD1027.The horizontal coordinates were scaled from a topographic map and have
 JD1027.an estimated accuracy of +/- 6 seconds.
 JD1027
 JD1027.The orthometric height was determined by differential leveling
 JD1027.and adjusted by the National Geodetic Survey in June 1991..
 JD1027
 JD1027.The geoid height was determined by GEOID03.
 JD1027
 JD1027.The dynamic height is computed by dividing the NAVD 88
 JD1027.geopotential number by the normal gravity value computed on the
 JD1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1027.degrees latitude (g = 980.6199 gals.).
 JD1027
 JD1027.The modeled gravity was interpolated from observed gravity values.
 JD1027
 JD1027;                    North         East    Units  Estimated Accuracy
 JD1027;SPC MO C     -   310,390.      432,880.      MT  (+/- 180 meters Scaled)
 JD1027
 JD1027                          SUPERSEDED SURVEY CONTROL
 JD1027
 JD1027  NGVD 29 (??/??/92)  281.58   (m)          923.8    (f) COMPUTED    2 0
 JD1027
 JD1027.Superseded values are not recommended for survey control.
 JD1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1027.See file dsdata.txt to determine how the superseded data were derived.
 JD1027
 JD1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC764755(NAD 83)
 JD1027_MARKER: DS = TRIANGULATION STATION DISK
 JD1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1027_STAMPING: E 9 Z 1963
 JD1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1027+STABILITY: SURFACE MOTION
 JD1027
 JD1027  HISTORY     - Date     Condition        Report By
 JD1027  HISTORY     - 1963     MONUMENTED       CGS
 JD1027
 JD1027                          STATION DESCRIPTION
 JD1027
 JD1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1027'7 MI S FROM SEDALIA.
 JD1027'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1027'RAILROAD FROM THE STATION AT SEDALIA, THENCE 4.65 MILES SOUTH
 JD1027'ALONG U.S. HIGHWAY 65, THENCE 0.2 MILES WEST ALONG A PRIVATE
 JD1027'DRIVEWAY TO A FARM, IN SECTION 31, T 45 N, R 21 W, ABOUT 250
 JD1027'FEET SOUTHWEST OF A FARMHOUSE, AT THE SOUTH EDGE OF A SMALL APPLE
 JD1027'ORCHARD, 73 FEET SOUTH OF AN EAST-WEST FENCE, 39 FEET WEST OF A
 JD1027'NORTH-SOUTH FENCE, 10 FEET SOUTHEAST OF AN APPLE TREE, AND SET
 JD1027'IN THE TOP OF A CONCRETE POST 12 INCHES BELOW THE LEVEL OF THE
 JD1027'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1028 ***********************************************************************
 JD1028  DESIGNATION -  E 9 Z RM 1
 JD1028  PID         -  JD1028
 JD1028  STATE/COUNTY-  MO/PETTIS
 JD1028  USGS QUAD   -  SEDALIA WEST (1973)
 JD1028
 JD1028                         *CURRENT SURVEY CONTROL
 JD1028  ___________________________________________________________________
 JD1028* NAD 83(1986)-  38 37 40.     (N)    093 16 14.     (W)     SCALED    
 JD1028* NAVD 88     -       281.603  (meters)     923.89   (feet)  ADJUSTED  
 JD1028  ___________________________________________________________________
 JD1028  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1028  DYNAMIC HT  -         281.408 (meters)     923.25  (feet)  COMP
 JD1028  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 JD1028
 JD1028  VERT ORDER  -  SECOND    CLASS 0
 JD1028
 JD1028.The horizontal coordinates were scaled from a topographic map and have
 JD1028.an estimated accuracy of +/- 6 seconds.
 JD1028
 JD1028.The orthometric height was determined by differential leveling
 JD1028.and adjusted by the National Geodetic Survey in June 1991..
 JD1028
 JD1028.The geoid height was determined by GEOID03.
 JD1028
 JD1028.The dynamic height is computed by dividing the NAVD 88
 JD1028.geopotential number by the normal gravity value computed on the
 JD1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1028.degrees latitude (g = 980.6199 gals.).
 JD1028
 JD1028.The modeled gravity was interpolated from observed gravity values.
 JD1028
 JD1028;                    North         East    Units  Estimated Accuracy
 JD1028;SPC MO C     -   310,390.      432,910.      MT  (+/- 180 meters Scaled)
 JD1028
 JD1028                          SUPERSEDED SURVEY CONTROL
 JD1028
 JD1028  NGVD 29 (??/??/92)  281.50   (m)          923.6    (f) COMPUTED    2 0
 JD1028
 JD1028.Superseded values are not recommended for survey control.
 JD1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1028.See file dsdata.txt to determine how the superseded data were derived.
 JD1028
 JD1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC764755(NAD 83)
 JD1028_MARKER: DR = REFERENCE MARK DISK
 JD1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1028_STAMPING: E 9 Z NO 1 1963
 JD1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1028+STABILITY: SURFACE MOTION
 JD1028
 JD1028  HISTORY     - Date     Condition        Report By
 JD1028  HISTORY     - 1963     MONUMENTED       CGS
 JD1028
 JD1028                          STATION DESCRIPTION
 JD1028
 JD1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1028'7 MI S FROM SEDALIA.
 JD1028'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1028'RAILROAD FROM THE STATION AT SEDALIA, THENCE 4.65 MILES SOUTH
 JD1028'ALONG U.S. HIGHWAY 65, THENCE 0.2 MILES WEST ALONG A PRIVATE
 JD1028'DRIVEWAY TO A FARM, IN SECTION 31, T 45 N, R 21 W, 90.3
 JD1028'FEET NORTHEAST OF E 9 Z 1963, 6 FEET SOUTH OF AN EAST-WEST
 JD1028'FENCE, 2 1/2 FEET WEST OF A NORTH-SOUTH FENCE, AND SET IN
 JD1028'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1026 ***********************************************************************
 JD1026  DESIGNATION -  E 9 Z RM 2
 JD1026  PID         -  JD1026
 JD1026  STATE/COUNTY-  MO/PETTIS
 JD1026  USGS QUAD   -  SEDALIA WEST (1973)
 JD1026
 JD1026                         *CURRENT SURVEY CONTROL
 JD1026  ___________________________________________________________________
 JD1026* NAD 83(1986)-  38 37 39.     (N)    093 16 14.     (W)     SCALED    
 JD1026* NAVD 88     -       282.383  (meters)     926.45   (feet)  ADJUSTED  
 JD1026  ___________________________________________________________________
 JD1026  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1026  DYNAMIC HT  -         282.187 (meters)     925.81  (feet)  COMP
 JD1026  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 JD1026
 JD1026  VERT ORDER  -  SECOND    CLASS 0
 JD1026
 JD1026.The horizontal coordinates were scaled from a topographic map and have
 JD1026.an estimated accuracy of +/- 6 seconds.
 JD1026
 JD1026.The orthometric height was determined by differential leveling
 JD1026.and adjusted by the National Geodetic Survey in June 1991..
 JD1026
 JD1026.The geoid height was determined by GEOID03.
 JD1026
 JD1026.The dynamic height is computed by dividing the NAVD 88
 JD1026.geopotential number by the normal gravity value computed on the
 JD1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1026.degrees latitude (g = 980.6199 gals.).
 JD1026
 JD1026.The modeled gravity was interpolated from observed gravity values.
 JD1026
 JD1026;                    North         East    Units  Estimated Accuracy
 JD1026;SPC MO C     -   310,360.      432,910.      MT  (+/- 180 meters Scaled)
 JD1026
 JD1026                          SUPERSEDED SURVEY CONTROL
 JD1026
 JD1026  NGVD 29 (??/??/92)  282.28   (m)          926.1    (f) COMPUTED    2 0
 JD1026
 JD1026.Superseded values are not recommended for survey control.
 JD1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1026.See file dsdata.txt to determine how the superseded data were derived.
 JD1026
 JD1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC764754(NAD 83)
 JD1026_MARKER: DR = REFERENCE MARK DISK
 JD1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1026_STAMPING: E 9 Z NO 2 1963
 JD1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1026+STABILITY: SURFACE MOTION
 JD1026
 JD1026  HISTORY     - Date     Condition        Report By
 JD1026  HISTORY     - 1963     MONUMENTED       CGS
 JD1026
 JD1026                          STATION DESCRIPTION
 JD1026
 JD1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1026'7 MI S FROM SEDALIA.
 JD1026'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI KANSAS AND TEXAS
 JD1026'RAILROAD FROM THE STATION AT SEDALIA, THENCE 4.65 MILES
 JD1026'SOUTH ALONG U.S. HIGHWAY 65, THENCE 0.2 MILE WEST ALONG A
 JD1026'PRIVATE DRIVEWAY TO A FARM, IN SECTION 31, T 45 N, R 21 W, 72.3
 JD1026'FEET EAST OF F 9 Z 1963, 13 1/2 FEET EAST OF A FENCE CORNER,
 JD1026'1 FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS
 JD1026'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0102 ***********************************************************************
 JE0102  DESIGNATION -  E 95
 JE0102  PID         -  JE0102
 JE0102  STATE/COUNTY-  MO/CASS
 JE0102  USGS QUAD   -  EVERETT (1953)
 JE0102
 JE0102                         *CURRENT SURVEY CONTROL
 JE0102  ___________________________________________________________________
 JE0102* NAD 83(1997)-  38 37 25.19920(N)    094 26 27.20077(W)     ADJUSTED  
 JE0102* NAVD 88     -       274.394  (meters)     900.24   (feet)  ADJUSTED  
 JE0102  ___________________________________________________________________
 JE0102  X           -    -386,355.329 (meters)                     COMP
 JE0102  Y           -  -4,974,720.823 (meters)                     COMP
 JE0102  Z           -   3,959,914.866 (meters)                     COMP
 JE0102  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JE0102  ELLIP HEIGHT-         242.18  (meters)          (04/04/06) GPS OBS
 JE0102  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JE0102  DYNAMIC HT  -         274.207 (meters)     899.63  (feet)  COMP
 JE0102  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 JE0102
 JE0102  HORZ ORDER  -  FIRST
 JE0102  VERT ORDER  -  FIRST     CLASS II
 JE0102  ELLP ORDER  -  FOURTH    CLASS II
 JE0102
 JE0102.The horizontal coordinates were established by GPS observations
 JE0102.and adjusted by the DAVID EVANS + ASSOC in April 2006..
 JE0102
 JE0102.The orthometric height was determined by differential leveling
 JE0102.and adjusted by the National Geodetic Survey in June 1991..
 JE0102
 JE0102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE0102
 JE0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0102
 JE0102.The ellipsoidal height was determined by GPS observations
 JE0102.and is referenced to NAD 83.
 JE0102
 JE0102.The geoid height was determined by GEOID03.
 JE0102
 JE0102.The dynamic height is computed by dividing the NAVD 88
 JE0102.geopotential number by the normal gravity value computed on the
 JE0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0102.degrees latitude (g = 980.6199 gals.).
 JE0102
 JE0102.The modeled gravity was interpolated from observed gravity values.
 JE0102
 JE0102;                    North         East     Units Scale Factor Converg.
 JE0102;SPC MO W     -   272,676.006   855,147.276   MT  0.99994150   +0 02 12.8
 JE0102;UTM  15      - 4,276,000.387   374,569.701   MT  0.99979374   -0 53 58.3
 JE0102
 JE0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0102!SPC MO W     -   0.99996200  x   0.99994150  =   0.99990350
 JE0102!UTM  15      -   0.99996200  x   0.99979374  =   0.99975575
 JE0102
 JE0102                          SUPERSEDED SURVEY CONTROL
 JE0102
 JE0102  NAVD 88 (04/04/06)  274.39   (m)          900.2    (f) LEVELING    3  
 JE0102  NGVD 29 (??/??/92)  274.282  (m)          899.87   (f) ADJ UNCH    1 2
 JE0102
 JE0102.Superseded values are not recommended for survey control.
 JE0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0102.See file dsdata.txt to determine how the superseded data were derived.
 JE0102
 JE0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC7457076000(NAD 83)
 JE0102_MARKER: DB = BENCH MARK DISK
 JE0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0102_STAMPING: E 95 1934
 JE0102_MARK LOGO: CGS   
 JE0102_PROJECTION: PROJECTING 4 CENTIMETERS
 JE0102_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JE0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0102+STABILITY: SURFACE MOTION
 JE0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0102+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 JE0102
 JE0102  HISTORY     - Date     Condition        Report By
 JE0102  HISTORY     - 1934     MONUMENTED       CGS
 JE0102  HISTORY     - 1963     GOOD             NGS
 JE0102  HISTORY     - 20040921 GOOD             SKW
 JE0102  HISTORY     - 20060118 GOOD             EVANS
 JE0102
 JE0102                          STATION DESCRIPTION
 JE0102
 JE0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0102'6.2 MI SW FROM HARRISONVILLE.
 JE0102'ABOUT 0.9 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0102'FROM THE STATION AT HARRISONVILLE, THENCE 5.1 MILES SOUTHWEST
 JE0102'ALONG STATE HIGHWAY 2, THENCE 0.25 MILE SOUTH ALONG A GRAVELED
 JE0102'ROAD, IN SECTION 10, T 44 N, R 32 W, AT A CROSSING OF THE
 JE0102'RAILROAD AND AN ABANDONED RAILROAD, 44 FEET WEST OF THE CENTER
 JE0102'LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A FENCE, 0.8 FOOT
 JE0102'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 JE0102'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0102'6 INCHES.
 JE0102
 JE0102                          STATION RECOVERY (2004)
 JE0102
 JE0102'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 JE0102'RECOVERED IN GOOD CONDITION.
 JE0102
 JE0102                          STATION RECOVERY (2006)
 JE0102
 JE0102'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (CF)
 JE0102'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0676 ***********************************************************************
 JD0676  DESIGNATION -  E 96
 JD0676  PID         -  JD0676
 JD0676  STATE/COUNTY-  MO/PETTIS
 JD0676  USGS QUAD   -  SEDALIA EAST (1973)
 JD0676
 JD0676                         *CURRENT SURVEY CONTROL
 JD0676  ___________________________________________________________________
 JD0676* NAD 83(1986)-  38 42 49.     (N)    093 14 26.     (W)     SCALED    
 JD0676* NAVD 88     -       263.961  (meters)     866.01   (feet)  ADJUSTED  
 JD0676  ___________________________________________________________________
 JD0676  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0676  DYNAMIC HT  -         263.783 (meters)     865.43  (feet)  COMP
 JD0676  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 JD0676
 JD0676  VERT ORDER  -  FIRST     CLASS II
 JD0676
 JD0676.The horizontal coordinates were scaled from a topographic map and have
 JD0676.an estimated accuracy of +/- 6 seconds.
 JD0676
 JD0676.The orthometric height was determined by differential leveling
 JD0676.and adjusted by the National Geodetic Survey in June 1991..
 JD0676.WARNING-Repeat measurements at this control monument indicate possible
 JD0676.vertical movement.
 JD0676
 JD0676.The geoid height was determined by GEOID03.
 JD0676
 JD0676.The dynamic height is computed by dividing the NAVD 88
 JD0676.geopotential number by the normal gravity value computed on the
 JD0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0676.degrees latitude (g = 980.6199 gals.).
 JD0676
 JD0676.The modeled gravity was interpolated from observed gravity values.
 JD0676
 JD0676;                    North         East    Units  Estimated Accuracy
 JD0676;SPC MO C     -   319,900.      435,590.      MT  (+/- 180 meters Scaled)
 JD0676
 JD0676                          SUPERSEDED SURVEY CONTROL
 JD0676
 JD0676  NGVD 29 (??/??/92)  263.867  (m)          865.70   (f) ADJ UNCH    1 2
 JD0676
 JD0676.Superseded values are not recommended for survey control.
 JD0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0676.See file dsdata.txt to determine how the superseded data were derived.
 JD0676
 JD0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC790850(NAD 83)
 JD0676_MARKER: DB = BENCH MARK DISK
 JD0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0676_STAMPING: E 96 1935
 JD0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0676+STABILITY: SURFACE MOTION
 JD0676
 JD0676  HISTORY     - Date     Condition        Report By
 JD0676  HISTORY     - 1935     MONUMENTED       CGS
 JD0676  HISTORY     - 1946     GOOD             NGS
 JD0676  HISTORY     - 1963     GOOD             NGS
 JD0676
 JD0676                          STATION DESCRIPTION
 JD0676
 JD0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0676'AT SEDALIA.
 JD0676'AT SEDALIA, ABOUT 0.6 MILE WEST ALONG THE MISSOURI PACIFIC
 JD0676'RAILROAD FROM THE STATION, AND ACROSS THE TRACKS FROM THE
 JD0676'STANDARD OIL COMPANY BULK STATION, 68 FEET NORTHWEST OF SEMAPHORE
 JD0676'NO. 1897, 57 FEET WEST OF A SWITCH, 33 FEET NORTH OF AND ABOUT
 JD0676'4 FEET HIGHER THAN THE CENTER LINE OF THE MAIN TRACK, 15 FEET
 JD0676'EAST OF THE SOUTHEAST CORNER OF A TELEPHONE BOOTH, 1 FOOT
 JD0676'WEST OF A 4 IN X 4 IN MARKER POST.  PROJECTS 2 INCHES ABOVE THE
 JD0676'GROUND.
 JD0676
 JD0676                          STATION RECOVERY (1963)
 JD0676
 JD0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0733 ***********************************************************************
 JD0733  DESIGNATION -  E 97
 JD0733  PID         -  JD0733
 JD0733  STATE/COUNTY-  MO/SALINE
 JD0733  USGS QUAD   -  HOUSTONIA (1973)
 JD0733
 JD0733                         *CURRENT SURVEY CONTROL
 JD0733  ___________________________________________________________________
 JD0733* NAD 83(1997)-  38 58 13.10898(N)    093 15 11.94693(W)     ADJUSTED  
 JD0733* NAVD 88     -       208.870  (meters)     685.27   (feet)  ADJUSTED  
 JD0733  ___________________________________________________________________
 JD0733  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 JD0733  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0733  DYNAMIC HT  -         208.738 (meters)     684.83  (feet)  COMP
 JD0733  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JD0733
 JD0733  HORZ ORDER  -  SECOND
 JD0733  VERT ORDER  -  SECOND    CLASS 0
 JD0733
 JD0733.The horizontal coordinates were established by classical geodetic methods
 JD0733.and adjusted by the National Geodetic Survey in February 2000..
 JD0733
 JD0733.The orthometric height was determined by differential leveling
 JD0733.and adjusted by the National Geodetic Survey in June 1991..
 JD0733
 JD0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0733
 JD0733.The geoid height was determined by GEOID03.
 JD0733
 JD0733.The dynamic height is computed by dividing the NAVD 88
 JD0733.geopotential number by the normal gravity value computed on the
 JD0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0733.degrees latitude (g = 980.6199 gals.).
 JD0733
 JD0733.The modeled gravity was interpolated from observed gravity values.
 JD0733
 JD0733;                    North         East     Units Scale Factor Converg.
 JD0733;SPC MO C     -   348,404.665   434,719.409   MT  0.99998579   -0 28 25.7
 JD0733;UTM  15      - 4,313,512.153   478,055.519   MT  0.99960593   -0 09 33.5
 JD0733
 JD0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0733!SPC MO C     -   0.99997235  x   0.99998579  =   0.99995814
 JD0733!UTM  15      -   0.99997235  x   0.99960593  =   0.99957829
 JD0733
 JD0733                          SUPERSEDED SURVEY CONTROL
 JD0733
 JD0733  NAD 83(1997)-  38 58 13.11249(N)    093 15 11.94993(W) AD(       ) 2
 JD0733  NAD 83(1986)-  38 58 13.11644(N)    093 15 11.94880(W) AD(       ) 2
 JD0733  NAD 27      -  38 58 13.04620(N)    093 15 11.20005(W) AD(       ) 2
 JD0733  NGVD 29 (??/??/92)  208.821  (m)          685.11   (f) ADJ UNCH    2 0
 JD0733
 JD0733.Superseded values are not recommended for survey control.
 JD0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0733.See file dsdata.txt to determine how the superseded data were derived.
 JD0733
 JD0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD7805613512(NAD 83)
 JD0733_MARKER: DB = BENCH MARK DISK
 JD0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0733
 JD0733  HISTORY     - Date     Condition        Report By
 JD0733  HISTORY     - 1949     MONUMENTED       CGS
 JD0733  HISTORY     - 1935     GOOD             NGS
 JD0733
 JD0733                          STATION DESCRIPTION
 JD0733
 JD0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JD0733'BENCH MARK E 97 IS 39 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 JD0733'40, 10 FEET SOUTH OF EAST-WEST FENCE LINE, 5 FEET NORTH OF POWER
 JD0733'LINE POLE AND 3 FEET EAST OF NORTH-SOUTH FENCE LINE.  IT IS
 JD0733'SET IN A 6 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 JD0733'STAMPED E 97 1935.
 JD0733'
 JD0733'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 JD0733'STATE HIGHWAY 127 JUST NORTH OF SWEET SPRINGS, GO EAST ON
 JD0733'U.S. HIGHWAY 40 FOR 4.6 MILES TO THE JUNCTION OF COUNTY ROUTE
 JD0733'EE, CONTINUE EAST ON U.S. HIGHWAY 40 FOR 4.1 MILES TO DRIVEWAY
 JD0733'ON LEFT TO THE GLENWOOD RURAL SCHOOL AND STATION JUST SOUTH OF
 JD0733'THE SCHOOL AS DESCRIBED.
 JD0733
 JD0733                          STATION RECOVERY (1935)
 JD0733
 JD0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 JD0733'9.6 MI E FROM SWEET SPRINGS.
 JD0733'9.6 MILES EAST OF SWEET SPRINGS, MO. ON HIGHWAY 40, 35 FEET
 JD0733'SOUTH OF THE CENTERLINE OF ROAD, 20 FEET EAST OF THE CENTERLINE
 JD0733'OF T ROAD AND ABOUT 325 FEET SOUTHEAST OF GLENN WOOD SCHOOL
 JD0733'NO. 102.  2.8 MILES WEST OF JCT. OF U.S. HWYS 40 AND 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0734 ***********************************************************************
 JD0734  DESIGNATION -  E 97 RESET
 JD0734  PID         -  JD0734
 JD0734  STATE/COUNTY-  MO/SALINE
 JD0734  USGS QUAD   -  HOUSTONIA (1973)
 JD0734
 JD0734                         *CURRENT SURVEY CONTROL
 JD0734  ___________________________________________________________________
 JD0734* NAD 83(1997)-  38 58 16.59505(N)    093 15 14.68828(W)     ADJUSTED  
 JD0734* NAVD 88     -       217.04   (meters)     712.1    (feet)  RESET     
 JD0734  ___________________________________________________________________
 JD0734  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 JD0734  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0734
 JD0734  HORZ ORDER  -  THIRD
 JD0734  VERT ORDER  -  THIRD
 JD0734
 JD0734.The horizontal coordinates were established by classical geodetic methods
 JD0734.and adjusted by the National Geodetic Survey in February 2000..
 JD0734.No horizontal observational check was made to the station.
 JD0734
 JD0734.The orthometric height was computed from unverified reset data.
 JD0734
 JD0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0734
 JD0734.The geoid height was determined by GEOID03.
 JD0734
 JD0734;                    North         East     Units Scale Factor Converg.
 JD0734;SPC MO C     -   348,512.707   434,654.310   MT  0.99998589   -0 28 27.4
 JD0734;UTM  15      - 4,313,619.796   477,989.853   MT  0.99960597   -0 09 35.3
 JD0734
 JD0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0734!SPC MO C     -   0.99997107  x   0.99998589  =   0.99995696
 JD0734!UTM  15      -   0.99997107  x   0.99960597  =   0.99957705
 JD0734
 JD0734                          SUPERSEDED SURVEY CONTROL
 JD0734
 JD0734  NAD 83(1997)-  38 58 16.59855(N)    093 15 14.69129(W) AD(       ) 3
 JD0734  NAD 83(1986)-  38 58 16.60249(N)    093 15 14.69015(W) AD(       ) 3
 JD0734  NAD 27      -  38 58 16.53233(N)    093 15 13.94129(W) AD(       ) 3
 JD0734  NGVD 29 (??/??/??)  217.00   (m)          711.9    (f) RESET       3  
 JD0734
 JD0734.Superseded values are not recommended for survey control.
 JD0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0734.See file dsdata.txt to determine how the superseded data were derived.
 JD0734
 JD0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD7799013620(NAD 83)
 JD0734_MARKER: DB = BENCH MARK DISK
 JD0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0734_STAMPING: E 97 1935 RESET 1961
 JD0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0734+STABILITY: SURFACE MOTION
 JD0734
 JD0734  HISTORY     - Date     Condition        Report By
 JD0734  HISTORY     - 1961     MONUMENTED       CGS
 JD0734  HISTORY     - 1961     GOOD             CGS
 JD0734
 JD0734                          STATION DESCRIPTION
 JD0734
 JD0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JD0734'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 JD0734'70 AND STATE HIGHWAY 127 JUST NORTH OF SWEET SPRINGS, GO EAST
 JD0734'ON INTERSTATE HIGHWAY 70 FOR 8.7 MILES TO A GRADED ROAD SOUTH
 JD0734'AND THE STATION ON THE LEFT OR NORTH SIDE OF THE HIGHWAY NEAR
 JD0734'THE FORMER SITE OF THE GLENWOOD RURAL SCHOOL.  THIS STATION
 JD0734'MAY BE REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 JD0734'U.S. HIGHWAY 65 BY GOING WEST ON INTERSTATE HIGHWAY 70 FOR
 JD0734'1.2 MILES TO THE BLACKWATER RIVER BRIDGE.  CONTINUE WEST OF
 JD0734'INTERSTATE HIGHWAY 70 FOR 1.5 MILES TO THE STATION ON THE
 JD0734'RIGHT.
 JD0734'
 JD0734'BENCH MARK E 97 RESET 1961, 208 FEET
 JD0734'NORTH OF THE CENTER OF INTERSTATE HIGHWAY 70, 200 FEET WEST
 JD0734'OF A POWER POLE, 182 FEET WEST OF THE CENTER OF A TRACK ROAD,
 JD0734'2 FEET WEST OF HIGHWAY SURVEY STATION 686 PLUS 00, AND 1 FOOT
 JD0734'WEST OF A NEW STEEL WITNESS POST.  IT IS SET IN A 12-INCH
 JD0734'SQUARE CONCRETE POST PROJECTING 8 INCHES AND THE STANDARD
 JD0734'BENCH MARK DISK IS STAMPED E 97 1935 RESET 1961.  THE ELEVATION
 JD0734'OF THIS BENCH MARK IS 711.925 FEET.
 JD0734
 JD0734                          STATION RECOVERY (1961)
 JD0734
 JD0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JD0734'9.7 MI NE FROM SWEET SPRINGS.
 JD0734'THIS MARK IS LOCATED 0.8 MILE NORTH ALONG A GRAVEL ROAD FROM
 JD0734'THE MISSOURI PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE
 JD0734'8.9 MILES EAST ALONG U.S. HIGHWAY 40 TO WHERE CONSTRUCTION
 JD0734'FOR NEW INTERSTATE HIGHWAY 70 STARTS AND GOES EAST, 2.8 MILE
 JD0734'WEST OF THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND U.S. HIGHWAY
 JD0734'65, 1.5 MILES WEST OF THE BLACKWATER RIVER BRIDGE, 208 FEET
 JD0734'NORTH OF THE CENTER OF INTERSTATE HIGHWAAY 70, 200 FEET WEST OF A
 JD0734'POWER POLE, 182 FEET WEST OF THE CENTER OF TRACK ROAD, 68.55
 JD0734'FEET EAST OF TRIANGULATION STATION GLENWOOD 2 1961, 2 FEET WEST OF
 JD0734'HIGHWAY STATION 686 - 00, AND ONE FOOT WEST OF A NEW STEEL
 JD0734'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0734'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0643 ***********************************************************************
 KD0643  DESIGNATION -  E 98
 KD0643  PID         -  KD0643
 KD0643  STATE/COUNTY-  MO/LAFAYETTE
 KD0643  USGS QUAD   -  LEXINGTON EAST (1978)
 KD0643
 KD0643                         *CURRENT SURVEY CONTROL
 KD0643  ___________________________________________________________________
 KD0643* NAD 83(1986)-  39 10 35.     (N)    093 50 05.     (W)     SCALED    
 KD0643* NAVD 88     -       229.835  (meters)     754.05   (feet)  ADJUSTED  
 KD0643  ___________________________________________________________________
 KD0643  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0643  DYNAMIC HT  -         229.692 (meters)     753.58  (feet)  COMP
 KD0643  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 KD0643
 KD0643  VERT ORDER  -  SECOND    CLASS 0
 KD0643
 KD0643.The horizontal coordinates were scaled from a topographic map and have
 KD0643.an estimated accuracy of +/- 6 seconds.
 KD0643
 KD0643.The orthometric height was determined by differential leveling
 KD0643.and adjusted by the National Geodetic Survey in June 1991..
 KD0643
 KD0643.The geoid height was determined by GEOID03.
 KD0643
 KD0643.The dynamic height is computed by dividing the NAVD 88
 KD0643.geopotential number by the normal gravity value computed on the
 KD0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0643.degrees latitude (g = 980.6199 gals.).
 KD0643
 KD0643.The modeled gravity was interpolated from observed gravity values.
 KD0643
 KD0643;                    North         East    Units  Estimated Accuracy
 KD0643;SPC MO W     -   334,240.      907,480.      MT  (+/- 180 meters Scaled)
 KD0643
 KD0643                          SUPERSEDED SURVEY CONTROL
 KD0643
 KD0643  NGVD 29 (??/??/92)  229.738  (m)          753.73   (f) ADJ UNCH    2 0
 KD0643
 KD0643.Superseded values are not recommended for survey control.
 KD0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0643.See file dsdata.txt to determine how the superseded data were derived.
 KD0643
 KD0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD278366(NAD 83)
 KD0643_MARKER: DB = BENCH MARK DISK
 KD0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0643_STAMPING: E 98 1935
 KD0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0643+STABILITY: SURFACE MOTION
 KD0643
 KD0643  HISTORY     - Date     Condition        Report By
 KD0643  HISTORY     - 1935     MONUMENTED       CGS
 KD0643  HISTORY     - 1962     GOOD             NGS
 KD0643
 KD0643                          STATION DESCRIPTION
 KD0643
 KD0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0643'2 MI SE FROM LEXINGTON.
 KD0643'2.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0643'STATION AT LEXINGTON, 4 RAILS WEST OF A ROAD CROSSING, AT A
 KD0643'MILEAGE MARKER 242.4, 23 FEET NORTH OF THE NORTH RAIL, ABOUT
 KD0643'LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 KD0643'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0847 ***********************************************************************
 JC0847  DESIGNATION -  E 99
 JC0847  PID         -  JC0847
 JC0847  STATE/COUNTY-  MO/OSAGE
 JC0847  USGS QUAD   -  FREEBURG (1981)
 JC0847
 JC0847                         *CURRENT SURVEY CONTROL
 JC0847  ___________________________________________________________________
 JC0847* NAD 83(1986)-  38 18 58.     (N)    091 57 04.     (W)     SCALED    
 JC0847* NAVD 88     -       229.014  (meters)     751.36   (feet)  ADJUSTED  
 JC0847  ___________________________________________________________________
 JC0847  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JC0847  DYNAMIC HT  -         228.854 (meters)     750.83  (feet)  COMP
 JC0847  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 JC0847
 JC0847  VERT ORDER  -  SECOND    CLASS 0
 JC0847
 JC0847.The horizontal coordinates were scaled from a topographic map and have
 JC0847.an estimated accuracy of +/- 6 seconds.
 JC0847
 JC0847.The orthometric height was determined by differential leveling
 JC0847.and adjusted by the National Geodetic Survey in June 1991..
 JC0847
 JC0847.The geoid height was determined by GEOID03.
 JC0847
 JC0847.The dynamic height is computed by dividing the NAVD 88
 JC0847.geopotential number by the normal gravity value computed on the
 JC0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0847.degrees latitude (g = 980.6199 gals.).
 JC0847
 JC0847.The modeled gravity was interpolated from observed gravity values.
 JC0847
 JC0847;                    North         East    Units  Estimated Accuracy
 JC0847;SPC MO C     -   275,660.      548,000.      MT  (+/- 180 meters Scaled)
 JC0847
 JC0847                          SUPERSEDED SURVEY CONTROL
 JC0847
 JC0847  NGVD 29 (??/??/92)  228.998  (m)          751.30   (f) ADJ UNCH    2 0
 JC0847
 JC0847.Superseded values are not recommended for survey control.
 JC0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0847.See file dsdata.txt to determine how the superseded data were derived.
 JC0847
 JC0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC916414(NAD 83)
 JC0847_MARKER: DB = BENCH MARK DISK
 JC0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0847_STAMPING: E 99 1935
 JC0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0847+STABILITY: SURFACE MOTION
 JC0847
 JC0847  HISTORY     - Date     Condition        Report By
 JC0847  HISTORY     - 1935     MONUMENTED       CGS
 JC0847
 JC0847                          STATION DESCRIPTION
 JC0847
 JC0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0847'1.9 MI W FROM FREEBURG.
 JC0847'1.9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0847'RAILROAD FROM THE STATION AT FREEBURG, OSAGE COUNTY, 1-1/2
 JC0847'POLES WEST OF MILEPOST 120, AT THE EAST END OF A DEEP ROCK CUT,
 JC0847'AT A FARM-ROAD CROSSING, 45 FEET NORTH OF THE TRACK, AND 10 FEET
 JC0847'WEST OF THE ROAD.  A STANDARD DISK, STAMPED E 99 1935 AND
 JC0847'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2650 ***********************************************************************
 JD2650  DESIGNATION -  E SEDALIA MO PAC RY TALL STACK
 JD2650  PID         -  JD2650
 JD2650  STATE/COUNTY-  MO/PETTIS
 JD2650  USGS QUAD   -  SEDALIA EAST (1973)
 JD2650
 JD2650                         *CURRENT SURVEY CONTROL
 JD2650  ___________________________________________________________________
 JD2650* NAD 83(1997)-  38 42 18.56862(N)    093 11 35.87733(W)     ADJUSTED  
 JD2650* NAVD 88     -                                                        
 JD2650  ___________________________________________________________________
 JD2650  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 JD2650  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD2650
 JD2650  HORZ ORDER  -  THIRD
 JD2650
 JD2650.The horizontal coordinates were established by classical geodetic methods
 JD2650.and adjusted by the National Geodetic Survey in February 2000..
 JD2650
 JD2650
 JD2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2650
 JD2650.The geoid height was determined by GEOID03.
 JD2650
 JD2650;                    North         East     Units Scale Factor Converg.
 JD2650;SPC MO C     -   318,929.919   439,697.219   MT  0.99997810   -0 26 00.8
 JD2650;UTM  15      - 4,284,076.201   483,192.627   MT  0.99960348   -0 07 15.1
 JD2650
 JD2650                          SUPERSEDED SURVEY CONTROL
 JD2650
 JD2650  NAD 83(1997)-  38 42 18.57577(N)    093 11 35.87857(W) AD(       ) 4
 JD2650  NAD 83(1986)-  38 42 18.57803(N)    093 11 35.87855(W) AD(       ) 4
 JD2650  NAD 27      -  38 42 18.51500(N)    093 11 35.13415(W) AD(       ) 3
 JD2650
 JD2650.Superseded values are not recommended for survey control.
 JD2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2650.See file dsdata.txt to determine how the superseded data were derived.
 JD2650
 JD2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8319384076(NAD 83)
 JD2650_MARKER: 63 = STACK
 JD2650
 JD2650  HISTORY     - Date     Condition        Report By
 JD2650  HISTORY     - 1928     FIRST OBSERVED   CGS
 JD2650  HISTORY     - 1935     GOOD             CGS
 JD2650
 JD2650                          STATION DESCRIPTION
 JD2650
 JD2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2650'STATION IS LOCATED IN THE E EDGE OF SEDALIA, 1.8 MILES E
 JD2650'OF PETTIS COUNTY COURTHOUSE, ABOUT 900 FEET N OF EAST BROADWAY,
 JD2650'ABOUT 200 FEET N OF THE RAILWAY SHOPS OFFICE BUILDING, AND
 JD2650'20 FEET W OF THE POWER PLANT BUILDING.  THE SMOKESTACK IS
 JD2650'ABOUT 175 FEET HIGH, 14 FEET IN DIAMETER ABOVE LOWER SECTION
 JD2650'WHICH IS 14 FEET SQUARE AND 25 FEET HIGH, CONSTRUCTED OF
 JD2650'BRICK AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0408 ***********************************************************************
 JC0408  DESIGNATION -  E=515
 JC0408  PID         -  JC0408
 JC0408  STATE/COUNTY-  MO/FRANKLIN
 JC0408  USGS QUAD   -  GRAY SUMMIT (1969)
 JC0408
 JC0408                         *CURRENT SURVEY CONTROL
 JC0408  ___________________________________________________________________
 JC0408* NAD 83(1986)-  38 24 58.     (N)    090 48 50.     (W)     SCALED    
 JC0408* NAVD 88     -       153.554  (meters)     503.79   (feet)  ADJUSTED  
 JC0408  ___________________________________________________________________
 JC0408  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JC0408  DYNAMIC HT  -         153.454 (meters)     503.46  (feet)  COMP
 JC0408  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 JC0408
 JC0408  VERT ORDER  -  FIRST     CLASS II
 JC0408
 JC0408.The horizontal coordinates were scaled from a topographic map and have
 JC0408.an estimated accuracy of +/- 6 seconds.
 JC0408
 JC0408.The orthometric height was determined by differential leveling
 JC0408.and adjusted by the National Geodetic Survey in June 1991..
 JC0408
 JC0408.The geoid height was determined by GEOID03.
 JC0408
 JC0408.The dynamic height is computed by dividing the NAVD 88
 JC0408.geopotential number by the normal gravity value computed on the
 JC0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0408.degrees latitude (g = 980.6199 gals.).
 JC0408
 JC0408.The modeled gravity was interpolated from observed gravity values.
 JC0408
 JC0408;                    North         East    Units  Estimated Accuracy
 JC0408;SPC MO E     -   286,660.      222,590.      MT  (+/- 180 meters Scaled)
 JC0408
 JC0408                          SUPERSEDED SURVEY CONTROL
 JC0408
 JC0408  NGVD 29 (??/??/92)  153.621  (m)          504.00   (f) ADJ UNCH    1 2
 JC0408
 JC0408.Superseded values are not recommended for survey control.
 JC0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0408.See file dsdata.txt to determine how the superseded data were derived.
 JC0408
 JC0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC908542(NAD 83)
 JC0408_MARKER: P = PIPE CAP
 JC0408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0408_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0408_STAMPING: 515
 JC0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0408
 JC0408  HISTORY     - Date     Condition        Report By
 JC0408  HISTORY     - UNK      MONUMENTED       USGS
 JC0408  HISTORY     - 1949     GOOD             NGS
 JC0408
 JC0408                          STATION DESCRIPTION
 JC0408
 JC0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0408'6.6 MI SW FROM PACIFIC.
 JC0408'ABOUT 6.6 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0408'RAILWAY FROM THE STATION AT PACIFIC, AT ROBERTSVILLE, ABOUT
 JC0408'111 YARDS WEST OF A SMALL WAITING ROOM BUILDING, 211 FEET EAST
 JC0408'OF THE CENTER OF A PUBLIC GRAVEL ROAD CROSSING, 31.8 FEET
 JC0408'SOUTHEAST OF THE MAIL HOOK, 26 FEET SOUTH OF THE SOUTH RAIL,
 JC0408'23.5 FEET NORTH OF THE NORTHEAST CORNER OF A RED BRICK BUILDING,
 JC0408'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST AND THE TOP OF THE
 JC0408'PIPE IS 3 INCHES.  UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2537 ***********************************************************************
 JD2537  DESIGNATION -  EADS
 JD2537  PID         -  JD2537
 JD2537  STATE/COUNTY-  MO/MILLER
 JD2537  USGS QUAD   -  IBERIA (1987)
 JD2537
 JD2537                         *CURRENT SURVEY CONTROL
 JD2537  ___________________________________________________________________
 JD2537* NAD 83(1997)-  38 05 33.35823(N)    092 18 47.44756(W)     ADJUSTED  
 JD2537* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 JD2537  ___________________________________________________________________
 JD2537  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 JD2537  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JD2537
 JD2537  HORZ ORDER  -  SECOND
 JD2537
 JD2537.The horizontal coordinates were established by classical geodetic methods
 JD2537.and adjusted by the National Geodetic Survey in February 2000..
 JD2537
 JD2537.The orthometric height was scaled from a topographic map.
 JD2537
 JD2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2537
 JD2537.The geoid height was determined by GEOID03.
 JD2537
 JD2537;                    North         East     Units Scale Factor Converg.
 JD2537;SPC MO C     -   250,726.326   516,387.131   MT  0.99993664   +0 06 54.9
 JD2537;UTM  15      - 4,216,311.909   560,225.417   MT  0.99964467   +0 25 25.4
 JD2537
 JD2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2537!SPC MO C     -   0.99995942  x   0.99993664  =   0.99989606
 JD2537!UTM  15      -   0.99995942  x   0.99964467  =   0.99960411
 JD2537
 JD2537:                Primary Azimuth Mark                     Grid Az
 JD2537:SPC MO C     -  EADS AZ MK                               034 17 55.7
 JD2537:UTM  15      -  EADS AZ MK                               033 59 25.2
 JD2537
 JD2537|---------------------------------------------------------------------|
 JD2537| PID    Reference Object                     Distance      Geod. Az  |
 JD2537|                                                           dddmmss.s |
 JD2537| CQ5535 EADS AZ MK                                         0342450.6 |
 JD2537| CQ5536 EADS RM 1                            42.840 METERS 15749     |
 JD2537| CQ5537 EADS RM 2                            24.728 METERS 22321     |
 JD2537|---------------------------------------------------------------------|
 JD2537
 JD2537                          SUPERSEDED SURVEY CONTROL
 JD2537
 JD2537  NAD 83(1986)-  38 05 33.37156(N)    092 18 47.44746(W) AD(       ) 2
 JD2537  NAD 27      -  38 05 33.24000(N)    092 18 46.81800(W) AD(       ) 2
 JD2537
 JD2537.Superseded values are not recommended for survey control.
 JD2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2537.See file dsdata.txt to determine how the superseded data were derived.
 JD2537
 JD2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6022516312(NAD 83)
 JD2537_MARKER: DS = TRIANGULATION STATION DISK
 JD2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2537
 JD2537  HISTORY     - Date     Condition        Report By
 JD2537  HISTORY     - 1947     MONUMENTED       CGS
 JD2537
 JD2537                          STATION DESCRIPTION
 JD2537
 JD2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2537'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF IBERIA AT
 JD2537'THE EADS PRIVATE AIRPARK.  IT IS 61 FEET EAST OF THE NORTH
 JD2537'GATEPOST OF GATE IN FENCE AROUND HOUSE AND 42 FEET SOUTH OF
 JD2537'THE SOUTHEAST CORNER OF THE HANGAR.  THE MARK IS FLUSH WITH THE
 JD2537'GROUND AND THE DISK IS STAMPED EADS 1947.
 JD2537'
 JD2537'REFERENCE MARK NO. 1 IS 140.55 FEET SOUTHEAST OF THE STATION,
 JD2537'20 FEET NORTH OF A GRAVELED ROAD AND 1 FOOT NORTH OF A FENCE.
 JD2537'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED EADS
 JD2537'NO 1 1947.
 JD2537'
 JD2537'REFERENCE MARK NO. 2 IS 81.12 FEET SOUTHWEST OF THE STATION AND
 JD2537'1 FOOT EAST OF FENCE EAST OF FARMHOUSE.  THE MARK PROJECTS ABOUT
 JD2537'4 INCHES AND THE DISK IS STAMPED EADS NO 2 1947.
 JD2537'
 JD2537'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION,
 JD2537'44 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE ROUTE 17,
 JD2537'12 FEET SOUTH OF A TELEPHONE POLE, 3.8 FEET NORTH OF A WHITE
 JD2537'WITNESS POST AND 2 FEET WEST OF A FENCE.  THE MARK PROJECTS ABOUT
 JD2537'4 INCHES AND THE DISK IS STAMPED EADS 1947.
 JD2537'
 JD2537'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17
 JD2537'AND 42 IN IBERIA GO NORTHWEST ON STATE ROUTE 17 FOR 0.4 MILE
 JD2537'TO GRAVELED ROAD LEFT.  TURN LEFT HERE AND GO 0.6 MILE TO EADS
 JD2537'AIRPARK ENTRANCE ON RIGHT AND STATION SOUTH OF HANGAR AS
 JD2537'DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION TAKE GRAVELED
 JD2537'ROAD BACK TO STATE ROUTE 17, TURN LEFT AND GO 0.45 MILE TO
 JD2537'MARK ON LEFT AS DESCRIBED.
 JD2537'
 JD2537'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0914 ***********************************************************************
 GF0914  DESIGNATION -  EAGLE
 GF0914  PID         -  GF0914
 GF0914  STATE/COUNTY-  MO/BARRY
 GF0914  USGS QUAD   -  EAGLE ROCK (1974)
 GF0914
 GF0914                         *CURRENT SURVEY CONTROL
 GF0914  ___________________________________________________________________
 GF0914* NAD 83(1997)-  36 35 09.48639(N)    093 46 01.05049(W)     ADJUSTED  
 GF0914* NAVD 88     -       452.     (meters)    1483.     (feet)  SCALED    
 GF0914  ___________________________________________________________________
 GF0914  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 GF0914  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GF0914
 GF0914  HORZ ORDER  -  FIRST
 GF0914
 GF0914.The horizontal coordinates were established by classical geodetic methods
 GF0914.and adjusted by the National Geodetic Survey in February 2000..
 GF0914
 GF0914.The orthometric height was scaled from a topographic map.
 GF0914
 GF0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0914
 GF0914.The geoid height was determined by GEOID03.
 GF0914
 GF0914;                    North         East     Units Scale Factor Converg.
 GF0914;SPC MO W     -    46,775.620   915,597.988   MT  0.99999417   +0 26 12.9
 GF0914;SPC AR N     -   251,347.256   241,865.874   MT  1.00008876   -1 01 41.5
 GF0914;SPC AR N     -   824,628.46    793,521.62   sFT  1.00008876   -1 01 41.5
 GF0914;UTM  15      - 4,049,217.815   431,390.238   MT  0.99965799   -0 27 25.7
 GF0914
 GF0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0914!SPC MO W     -   0.99993351  x   0.99999417  =   0.99992768
 GF0914!SPC AR N     -   0.99993351  x   1.00008876  =   1.00002226
 GF0914!UTM  15      -   0.99993351  x   0.99965799  =   0.99959152
 GF0914
 GF0914:                Primary Azimuth Mark                     Grid Az
 GF0914:SPC MO W     -  LOHMER LOOKOUT TOWER                     029 35 53.6
 GF0914:SPC AR N     -  LOHMER LOOKOUT TOWER                     031 03 48.0
 GF0914:UTM  15      -  LOHMER LOOKOUT TOWER                     030 29 32.2
 GF0914
 GF0914|---------------------------------------------------------------------|
 GF0914| PID    Reference Object                     Distance      Geod. Az  |
 GF0914|                                                           dddmmss.s |
 GF0914| GF0902 LOHMER LOOKOUT TOWER                APPROX.10.4 KM 0300206.5 |
 GF0914| GF0896 SHELL KNOB LOOKOUT TOWER            APPROX.16.1 KM 0812247.0 |
 GF0914| CI0791 EAGLE AZ MK                                        1542031.1 |
 GF0914| CI0792 EAGLE RM 1                           25.847 METERS 24900     |
 GF0914| CI0793 EAGLE RM 2                           24.783 METERS 32910     |
 GF0914|---------------------------------------------------------------------|
 GF0914
 GF0914                          SUPERSEDED SURVEY CONTROL
 GF0914
 GF0914  NAD 83(1997)-  36 35 09.48650(N)    093 46 01.05043(W) AD(       ) 1
 GF0914  NAD 83(1997)-  36 35 09.49176(N)    093 46 01.05133(W) AD(       ) 1
 GF0914  NAD 83(1997)-  36 35 09.49759(N)    093 46 01.05119(W) AD(       ) 1
 GF0914  NAD 83(1986)-  36 35 09.49820(N)    093 46 01.05105(W) AD(       ) 1
 GF0914  NAD 27      -  36 35 09.25610(N)    093 46 00.35180(W) AD(       ) 1
 GF0914
 GF0914.Superseded values are not recommended for survey control.
 GF0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0914.See file dsdata.txt to determine how the superseded data were derived.
 GF0914
 GF0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3139049218(NAD 83)
 GF0914_MARKER: DS = TRIANGULATION STATION DISK
 GF0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0914+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 GF0914
 GF0914  HISTORY     - Date     Condition        Report By
 GF0914  HISTORY     - 1961     MONUMENTED       CGS
 GF0914  HISTORY     - 20021231 GOOD             GEOCAC
 GF0914
 GF0914                          STATION DESCRIPTION
 GF0914
 GF0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0914'ABOUT 8-1/2 MILES SOUTHEAST OF CASSVILLE, ABOUT 2-1/2 MILES
 GF0914'NORTH-NORTHWEST OF EAGLE ROCK, IN THE SOUTHEAST 1/4 OF SEC.
 GF0914'29, T. 22 N., R. 26 W., IN THE MARK TWAIN NATIONAL FOREST AND ON
 GF0914'PROPERTY OWNED BY THE GOVERNMENT.  IT IS 74 FEET SOUTHEAST
 GF0914'OF AN 18 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST
 GF0914'SIDE, 60 FEET NORTH OF THE INTERSECTION OF A CROSSROAD, 42 FEET
 GF0914'NORTHEAST OF THE CENTRLINE OF STATE HIGHWAY 86, 27 FEET
 GF0914'NORTHWEST OF AN 18 INCH OAK TREE AND 2 FEET WEST OF A WITNESS
 GF0914'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0914'EAGLE 1961.
 GF0914'
 GF0914'TO REACH FROM THE CENTER OF THE CONCRETE BRIDGE OVER ROARING
 GF0914'RIVER, JUST NORTH OF EAGLE ROCK, GO NORTHWESTERLY ON STATE
 GF0914'HIGHWAY 86 FOR 1.0 MILE TO THE JUNCTION OF COUNTY ROAD F.
 GF0914'CONTINUE NORTHWESTERLY ON HIGHWAY 86 FOR 1.9 MILE TO THE AZIMUTH
 GF0914'MARK ON THE LEFT.  CONTINUE NORTHWESTERLY ON HIGHWAY 86 FOR
 GF0914'0.25 MILE TO A CROSSROAD AND THE STATION ON THE RIGHT.
 GF0914'
 GF0914'REFERENCE MARK 1 IS 58 FEET NORTHWEST OF THE CENTERLINE OF A
 GF0914'GRAVELED ROAD, 42 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 GF0914'HIGHWAY 86 AND 20 FEET WEST OF A TELEPHONE POLE.  THE MONUMENT
 GF0914'PROJECTS 4 INCHES AND THE DISK IS STAMPED EAGLE NO 1 1961.
 GF0914'
 GF0914'REFERENCE MARK 2 IS 42 FEET NORTHEAST OF THE CENTERLINE OF STATE
 GF0914'HIGHWAY 86, 17 FEET NORTH OF THE 18 INCH OAK TREE WITH THE
 GF0914'TRIANGULAR BLAZE AND 8 FEET SOUTHWEST OF A 14 INCH OAK TREE.
 GF0914'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED EAGLE NO
 GF0914'2 1961.
 GF0914'
 GF0914'THE AZIMUTH MARK IS 49 FEET SOUTHEAST OF A 24 INCH OAK TREE,
 GF0914'21 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 86, 1
 GF0914'FOOT NORTHWEST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A WITNESS
 GF0914'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GF0914'EAGLE 1961.
 GF0914'
 GF0914'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GF0914
 GF0914                          STATION RECOVERY (2002)
 GF0914
 GF0914'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0914'STATION,AZIMUTH,REF.1,2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1107 ***********************************************************************
 GE1107  SACS        -  This is a Secondary Airport Control Station.
 GE1107  DESIGNATION -  EARLPORT
 GE1107  PID         -  GE1107
 GE1107  STATE/COUNTY-  MO/BUTLER
 GE1107  USGS QUAD   -  ROMBAUER (1966)
 GE1107
 GE1107                         *CURRENT SURVEY CONTROL
 GE1107  ___________________________________________________________________
 GE1107* NAD 83(1997)-  36 46 01.03807(N)    090 19 31.33655(W)     ADJUSTED  
 GE1107* NAVD 88     -        98.7    (meters)     324.     (feet)  VERTCON   
 GE1107  ___________________________________________________________________
 GE1107  X           -     -29,050.151 (meters)                     COMP
 GE1107  Y           -  -5,115,489.037 (meters)                     COMP
 GE1107  Z           -   3,796,748.987 (meters)                     COMP
 GE1107  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 GE1107  ELLIP HEIGHT-          70.09  (meters)          (02/17/00) GPS OBS
 GE1107  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GE1107
 GE1107  HORZ ORDER  -  THIRD
 GE1107  ELLP ORDER  -  FOURTH    CLASS I
 GE1107
 GE1107.This mark is at Poplar Bluff Municipal Airport (POF)
 GE1107
 GE1107.The horizontal coordinates were established by GPS observations
 GE1107.and adjusted by the National Geodetic Survey in February 2000..
 GE1107
 GE1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1107
 GE1107.GPS derived orthometric heights for airport stations designated as
 GE1107.PACS or SACS are published to 2 decimal places.  This maintains
 GE1107.centimeter relative accuracy between the PACS and SACS.  It does
 GE1107.not indicate centimeter accuracy relative to other marks which are
 GE1107.part of the NAVD 88 network.
 GE1107
 GE1107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1107
 GE1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1107
 GE1107.The ellipsoidal height was determined by GPS observations
 GE1107.and is referenced to NAD 83.
 GE1107
 GE1107.The geoid height was determined by GEOID03.
 GE1107
 GE1107;                    North         East     Units Scale Factor Converg.
 GE1107;SPC MO E     -   103,606.254   265,590.273   MT  0.99993633   +0 06 16.3
 GE1107;UTM  15      - 4,072,357.033   738,727.047   MT  1.00030217   +1 36 06.1
 GE1107
 GE1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1107!SPC MO E     -   0.99998900  x   0.99993633  =   0.99992533
 GE1107!UTM  15      -   0.99998900  x   1.00030217  =   1.00029117
 GE1107
 GE1107:                Primary Azimuth Mark                     Grid Az
 GE1107:SPC MO E     -  EARLPORT AZ MK                           001 03 57.6
 GE1107:UTM  15      -  EARLPORT AZ MK                           359 34 07.8
 GE1107
 GE1107|---------------------------------------------------------------------|
 GE1107| PID    Reference Object                     Distance      Geod. Az  |
 GE1107|                                                           dddmmss.s |
 GE1107| GE1108 EARLPORT AZ MK                      440.299 METERS 0011013.9 |
 GE1107|---------------------------------------------------------------------|
 GE1107
 GE1107                          SUPERSEDED SURVEY CONTROL
 GE1107
 GE1107  NAD 83(1997)-  36 46 01.03807(N)    090 19 31.33655(W) AD(       ) 3
 GE1107  NAD 83(1997)-  36 46 01.03818(N)    090 19 31.33655(W) AD(       ) 3
 GE1107  NAD 83(1986)-  36 46 01.04901(N)    090 19 31.33311(W) AD(       ) 3
 GE1107  NGVD 29 (07/16/90)   98.8    (m)          324.     (f) GPS OBS        
 GE1107
 GE1107.Superseded values are not recommended for survey control.
 GE1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1107.See file dsdata.txt to determine how the superseded data were derived.
 GE1107
 GE1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3872772357(NAD 83)
 GE1107_MARKER: I = METAL ROD
 GE1107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GE1107_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GE1107_STAMPING: EARLPORT 1989
 GE1107_MARK LOGO: NGS   
 GE1107_PROJECTION: FLUSH
 GE1107_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1107+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 GE1107_ROD/PIPE-DEPTH: 13.4 meters
 GE1107_SLEEVE-DEPTH  : 0.91 meters
 GE1107
 GE1107  HISTORY     - Date     Condition        Report By
 GE1107  HISTORY     - 1989     MONUMENTED       NGS
 GE1107  HISTORY     - 19900215 GOOD
 GE1107  HISTORY     - 19970218 GOOD             NGS
 GE1107  HISTORY     - 20020830 GOOD             USACE
 GE1107
 GE1107                          STATION DESCRIPTION
 GE1107
 GE1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GE1107'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST OF POPLAR BLUFF,
 GE1107'35.0 KM (21.75 MI) WEST OF DEXTER, NEAR THE SOUTHWEST CORNER OF RUNWAY
 GE1107'36 AT THE POPLAR BLUFF EARL FIELDS MEMORIAL AIRPORT.  OWNERSHIP--CITY
 GE1107'OF POPLAR BLUFF, P.O.BOX 460, POPLAR BLUFF, MO 63901. MANAGER IS BILL
 GE1107'PETTET, PHONE, 314-686-4892 OR 785-6342.
 GE1107'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY 60
 GE1107'BUSINESS AND U.S. HIGHWAY 67 IN POPLAR BLUFF, GO EAST ON U.S. HIGHWAY
 GE1107'60 BUSINESS FOR 3.90 KM (2.40 MI) TO COUNTY ROAD B (BLACK RIVER
 GE1107'INDUSTRIAL PARK ROAD). TURN RIGHT AND GO EAST ON COUNTY ROAD B FOR 4.2
 GE1107'KM (2.60 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT,
 GE1107'NORTH, ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO THE AIRPORT
 GE1107'OFFICE AND APRON CONTINUE ONTO THE ENTRANCE RAMP TO THE JUNCTION OF
 GE1107'RUNWAY 36, CONTINUE WEST CROSSING THE RUNWAY ONTO THE GRASS AND THE
 GE1107'STATION ON THE LEFT NEAR THE EAST SIDE OF THE APPROCH STROBE LIGHT OF
 GE1107'RUNWAY 36.
 GE1107'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GE1107'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, LOCATED
 GE1107'27.7 M (90.9 FT) WEST OF THE EXTENDED CENTER OF THE RUNWAY, 17.4 M
 GE1107'(57.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF RUNWAY 36, 1.1 M
 GE1107'(3.6 FT) EAST OF THE EAST FACE OF THE ELECTRIAL BOX OF THE APPROCH
 GE1107'STROBE LIGHT OF RUNWAY 36 AND 1.1 M (3.6 FT) EAST OF A FIBERGLASS
 GE1107'WITNESS POST.
 GE1107'DESCRIBED BY M.L.M.
 GE1107
 GE1107                          STATION RECOVERY (1990)
 GE1107
 GE1107'RECOVERED 1990
 GE1107'RECOVERED IN GOOD CONDITION.
 GE1107
 GE1107                          STATION RECOVERY (1997)
 GE1107
 GE1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE1107'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR
 GE1107'BLUFF, MO., AND 8.1 KM (5.05 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF
 GE1107'MUNICIPAL/EARL FIELDS MEMORIAL AIRPORT (POF) , IN THE GRASS, SOUTHWEST
 GE1107'OF THE SOUTHWEST CORNER OF RUNWAY END 36, NEAR AND NORTHWEST OF A
 GE1107'SHALLOW GRASS DRAINAGE DITCH.  OWNERSHIP--CITY OF POPLAR BLUFF, P.O.
 GE1107'BOX 460 (100 SOUTH SECOND STREET) , POPLAR BLUFF, MO., 63901.
 GE1107'573-686-8620 (CITY HALL) .  AIRPORT MANAGER BILL PETTET, P.O.  BOX
 GE1107'105, POPLAR BLUFF, MO.  63901.  PHONE AT CITY HALL NUMBER ABOVE,
 GE1107'AIRPORT NUMBER IS 573-686-4892.  NOTE--THIS STATION IS A SECONDARY
 GE1107'AIRPORT CONTROL STATION (SACS) .  TO REACH THE STATION FROM THE
 GE1107'JUNCTION OF U.S.  HIGHWAY 60 BUISNESS AND COUNTY ROAD B IN NORTHEAST
 GE1107'POPLAR BLUFF, GO EASTERLY, 4.38 KM (2.70 MI) ALONG COUNTY ROAD B TO
 GE1107'THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH, 0.11 KM
 GE1107'(0.05 MI) ALONG THE ENTRANCE ROAD AND NORTHWEST ACROSS A PARKING LOT,
 GE1107'PASSING THE AIRPORT OFFICE ON THE RIGHT TO A GATE.  PASS THROUGH THE
 GE1107'GATE, NORTHWEST, 0.2 KM (0.10 MI) ACROSS APRON AND ALONG THE TAXI/RAMP
 GE1107'TO RUNWAY END 36, AND THE STATION SOUTHWEST OF THE SOUTHWEST CORNER.
 GE1107'STATION IS 27.2 M (89.2 FT) WEST OF THE EXTENDED RUNWAY CENTERLINE,
 GE1107'17.1 M (56.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE RUNWAY, 13.1
 GE1107'M (43.0 FT) SOUTHWEST OF THE MOST WEST 1 OF 4 RUNWAY END LIGHTS, 1.5 M
 GE1107'(4.9 FT) NORTHWEST OF A SHALLOW DRAINAGE DITCH CENTER, AND THE STATION
 GE1107'IS ABOUT 0.3 M (1.0 FT) BELOW THE RUNWAY LEVEL AND RECESSED ABOUT 4-CM
 GE1107'BELOW THE GROUND SURFACE.  BY R.G.  HAYES  NOTE--THE DATUM POINT IS A
 GE1107'PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A
 GE1107'DEPTH OF 13.4 M, (44.0 FT) IN A GREASE FILLED SLEEVE 0.91 M (2.99 FT)
 GE1107'LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY
 GE1107'CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 GE1107
 GE1107                          STATION RECOVERY (2002)
 GE1107
 GE1107'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1108 ***********************************************************************
 GE1108  CBN         -  This is a Cooperative Base Network Control Station.
 GE1108  PACS        -  This is a Primary Airport Control Station.
 GE1108  DESIGNATION -  EARLPORT AZ MK
 GE1108  PID         -  GE1108
 GE1108  STATE/COUNTY-  MO/BUTLER
 GE1108  USGS QUAD   -  ROMBAUER (1966)
 GE1108
 GE1108                         *CURRENT SURVEY CONTROL
 GE1108  ___________________________________________________________________
 GE1108* NAD 83(1997)-  36 46 15.31850(N)    090 19 30.97386(W)     ADJUSTED  
 GE1108* NAVD 88     -        99.60   (meters)     326.8    (feet)  GPS OBS   
 GE1108  ___________________________________________________________________
 GE1108  X           -     -29,039.662 (meters)                     COMP
 GE1108  Y           -  -5,115,225.962 (meters)                     COMP
 GE1108  Z           -   3,797,101.903 (meters)                     COMP
 GE1108  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 GE1108  ELLIP HEIGHT-          70.56  (meters)          (03/31/98) GPS OBS
 GE1108  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GE1108
 GE1108  HORZ ORDER  -  B
 GE1108  ELLP ORDER  -  THIRD     CLASS I
 GE1108
 GE1108.This mark is at Poplar Bluff Municipal Airport (POF)
 GE1108
 GE1108.The horizontal coordinates were established by GPS observations
 GE1108.and adjusted by the National Geodetic Survey in March 1998..
 GE1108
 GE1108.The orthometric height was determined by GPS observations and a
 GE1108.high-resolution geoid model.
 GE1108
 GE1108.GPS derived orthometric heights for airport stations designated as
 GE1108.PACS or SACS are published to 2 decimal places.  This maintains
 GE1108.centimeter relative accuracy between the PACS and SACS.  It does
 GE1108.not indicate centimeter accuracy relative to other marks which are
 GE1108.part of the NAVD 88 network.
 GE1108
 GE1108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1108
 GE1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1108
 GE1108.The ellipsoidal height was determined by GPS observations
 GE1108.and is referenced to NAD 83.
 GE1108
 GE1108.The geoid height was determined by GEOID03.
 GE1108
 GE1108;                    North         East     Units Scale Factor Converg.
 GE1108;SPC MO E     -   104,046.449   265,598.464   MT  0.99993633   +0 06 16.5
 GE1108;UTM  15      - 4,072,797.453   738,723.732   MT  1.00030215   +1 36 06.8
 GE1108
 GE1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1108!SPC MO E     -   0.99998893  x   0.99993633  =   0.99992526
 GE1108!UTM  15      -   0.99998893  x   1.00030215  =   1.00029107
 GE1108
 GE1108:                Primary Azimuth Mark                     Grid Az
 GE1108:SPC MO E     -  BLUFFPORT                                165 39 52.2
 GE1108:UTM  15      -  BLUFFPORT                                164 10 01.9
 GE1108
 GE1108|---------------------------------------------------------------------|
 GE1108| PID    Reference Object                     Distance      Geod. Az  |
 GE1108|                                                           dddmmss.s |
 GE1108| GE1106 BLUFFPORT                           486.799 METERS 1654608.7 |
 GE1108|---------------------------------------------------------------------|
 GE1108
 GE1108                          SUPERSEDED SURVEY CONTROL
 GE1108
 GE1108  NAD 83(1986)-  36 46 15.32931(N)    090 19 30.97061(W) AD(       ) 3
 GE1108  NGVD 29 (07/16/90)   99.2    (m)          325.     (f) GPS OBS        
 GE1108
 GE1108.Superseded values are not recommended for survey control.
 GE1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1108.See file dsdata.txt to determine how the superseded data were derived.
 GE1108
 GE1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3872472797(NAD 83)
 GE1108_MARKER: I = METAL ROD
 GE1108_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GE1108_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GE1108_STAMPING: EARLPORT AZ MK 1989
 GE1108_MARK LOGO: NGS   
 GE1108_PROJECTION: RECESSED 7 CENTIMETERS
 GE1108_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1108+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1997
 GE1108_ROD/PIPE-DEPTH: 13.4 meters
 GE1108_SLEEVE-DEPTH  : 0.91 meters
 GE1108
 GE1108  HISTORY     - Date     Condition        Report By
 GE1108  HISTORY     - 1989     MONUMENTED       NGS
 GE1108  HISTORY     - 19900215 GOOD
 GE1108  HISTORY     - 19970304 GOOD             NGS
 GE1108
 GE1108                          STATION DESCRIPTION
 GE1108
 GE1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GE1108'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST OF POPLAR BLUFF,
 GE1108'35.0 KM (21.75 MI) WEST OF DEXTER, NEAR THE NORTHWEST LEG OF A VASI
 GE1108'LIGHT AT THE POPLAR BLUFF EARL FIELDS MEMORIAL AIRPORT.
 GE1108'OWNERSHIP--CITY OF POPLAR BLUFF, P.O.BOX 460, POPLAR BLUFF, MO 63901.
 GE1108'MANAGER IS BILL PETTET, PHONE, 314-686-4892 OR 785-6342.
 GE1108'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS U.S.HIGHWAY 60 AND
 GE1108'U.S. HIGHWAY 67 IN POPLAR BLUFF, GO EAST ON U.S. HIGHWAY 60 BUSINESS
 GE1108'FOR 3.90 KM (2.40 MI) TO COUNTY ROAD B (BLACK RIVER INDUSTRIAL PARK
 GE1108'ROAD). TURN RIGHT AND GO EAST ON COUNTY ROAD B FOR 4.2 KM (2.60 MI) TO
 GE1108'THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, NORTH, ON THE
 GE1108'ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO THE AIRPORT OFFICE AND APRON
 GE1108'CONTINUE ONTO THE ENTRANCE RAMP TO THE JUNCTION OF RUNWAY 36, TURN
 GE1108'RIGHT, NORTH ONTO THE RUNWAY FOR 0.5 KM (0.30 MI) TO A VASI LIGHT AND
 GE1108'THE STATION ON THE LEFT.
 GE1108'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GE1108'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, LOCATED
 GE1108'29.1 M (95.5 FT) WEST OF THE CENTER OF THE RUNWAY, 11.4 M (37.4 FT)
 GE1108'WEST-NORTHWEST OF A RUNWAY LIGHT, 1.45 M (4.8 FT) EAST OF THE EAST LEG
 GE1108'OF THE EAST ONE OF TWO VASI LIGHTS, 1.25 M (4.1 FT) EAST OF A
 GE1108'FIBERGLASS WITNESS POST.
 GE1108'DESCRIBED BY M. L. M.
 GE1108
 GE1108                          STATION RECOVERY (1990)
 GE1108
 GE1108'RECOVERED 1990
 GE1108'RECOVERED IN GOOD CONDITION.
 GE1108
 GE1108                          STATION RECOVERY (1997)
 GE1108
 GE1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE1108'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR
 GE1108'BLUFF, MO., AND 8.1 KM (5.05 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF
 GE1108'MUNICIPAL/EARL FIELDS MEMORIAL AIRPORT (POF) , IN THE GRASS, ALONG THE
 GE1108'WEST SIDE OF THE RUNWAY, AT THE 2ND SET OF VASI LIGHTS NORTH OF RUNWAY
 GE1108'END 36, NEAR AND EAST OF THE EAST LEG OF THE EAST 1 OF 2 VASI LIGHTS.
 GE1108'OWNERSHIP--CITY OF POPLAR BLUFF, P.O.  BOX 460 (100 SOUTH SECOND
 GE1108'STREET) , POPLAR BLUFF, MO., 63901.  AIRPORT MANAGER IS BILL PETTET,
 GE1108'P.O.  BOX 105, POPLAR BLUFF, MO.  63901. PHONE 573-686-8620 OR
 GE1108'686-4892.  NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC)
 GE1108'STATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 60
 GE1108'BUSINESS AND COUNTY ROAD B IN NORTHEAST POPLAR BLUFF, GO EASTERLY,
 GE1108'4.38 KM (2.70 MI) ALONG COUNTY ROAD B TO THE AIRPORT ENTRANCE ROAD ON
 GE1108'THE LEFT.  TURN LEFT, NORTH, 0.11 KM (0.05 MI) ALONG THE ENTRANCE ROAD
 GE1108'AND NORTHWEST ACROSS A PARKING LOT, PASSING THE AIRPORT OFFICE ON THE
 GE1108'RIGHT TO A GATE.  PASS THROUGH THE GATE, NORTHWEST, 0.2 KM (0.10 MI)
 GE1108'ACROSS APRON AND ALONG THE TAXIWAY/RAMP TO RUNWAY END 36.  TURN RIGHT,
 GE1108'NORTH, 0.48 KM (0.30 MI) ALONG THE RUNWAY TO THE 2ND SET OF VASI
 GE1108'LIGHTS ON THE LEFT, AND THE STATION JUST EAST OF THE EAST MOST LEG.
 GE1108'THE STATION IS 29.1 M (95.5 FT) WEST OF THE RUNWAY CENTER, 11.4 M
 GE1108'(37.4 FT) WEST-NORTHWEST OF A RUNWAY LIGHT, 1.45 M (4.76 FT) EAST OF
 GE1108'THE EAST LEG OF THE EAST 1 OF 2 VASI LIGHTS, 0.18 M (0.59 FT) EAST OF
 GE1108'A WITNESS POST.  THE STATION IS ABOUT 0.3 M (1.0 FT) BELOW THE RUNWAY
 GE1108'LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES.  NOTE--THE
 GE1108'DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL
 GE1108'ROD, DRIVEN TO A DEPTH OF 13.4 M, (44.0 FT) IN A GREASE FILLED SLEEVE
 GE1108'0.91 M (2.99 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP,
 GE1108'SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE
 GE1108'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0748 ***********************************************************************
 HC0748  DESIGNATION -  EAST END
 HC0748  PID         -  HC0748
 HC0748  STATE/COUNTY-  MO/IRON
 HC0748  USGS QUAD   -  VIBURNUM EAST (1981)
 HC0748
 HC0748                         *CURRENT SURVEY CONTROL
 HC0748  ___________________________________________________________________
 HC0748* NAD 83(1997)-  37 40 25.14564(N)    091 03 55.46403(W)     ADJUSTED  
 HC0748* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 HC0748  ___________________________________________________________________
 HC0748  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 HC0748  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HC0748
 HC0748  HORZ ORDER  -  THIRD
 HC0748
 HC0748.The horizontal coordinates were established by classical geodetic methods
 HC0748.and adjusted by the National Geodetic Survey in February 2000..
 HC0748
 HC0748.The orthometric height was scaled from a topographic map.
 HC0748
 HC0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0748
 HC0748.The geoid height was determined by GEOID03.
 HC0748
 HC0748;                    North         East     Units Scale Factor Converg.
 HC0748;SPC MO E     -   204,362.533   200,122.793   MT  0.99996396   -0 20 44.0
 HC0748;UTM  15      - 4,171,367.721   670,610.345   MT  0.99995854   +1 10 57.5
 HC0748
 HC0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0748!SPC MO E     -   0.99993986  x   0.99996396  =   0.99990382
 HC0748!UTM  15      -   0.99993986  x   0.99995854  =   0.99989840
 HC0748
 HC0748|---------------------------------------------------------------------|
 HC0748| PID    Reference Object                     Distance      Geod. Az  |
 HC0748|                                                           dddmmss.s |
 HC0748| CQ5539 EAST END RM 1                        33.863 METERS 15018     |
 HC0748| CQ5538 EAST END AZ MK                                     2221135.6 |
 HC0748| HC0449 C 56                                 20.665 METERS 22855     |
 HC0748|---------------------------------------------------------------------|
 HC0748
 HC0748                          SUPERSEDED SURVEY CONTROL
 HC0748
 HC0748  NAD 83(1986)-  37 40 25.16130(N)    091 03 55.46364(W) AD(       ) 3
 HC0748  NAD 27      -  37 40 24.98600(N)    091 03 54.99900(W) AD(       ) 3
 HC0748
 HC0748.Superseded values are not recommended for survey control.
 HC0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0748.See file dsdata.txt to determine how the superseded data were derived.
 HC0748
 HC0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB7061071368(NAD 83)
 HC0748_MARKER: DS = TRIANGULATION STATION DISK
 HC0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0748
 HC0748  HISTORY     - Date     Condition        Report By
 HC0748  HISTORY     - 1956     MONUMENTED       CGS
 HC0748
 HC0748                          STATION DESCRIPTION
 HC0748
 HC0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0748'THE STATION IS LOCATED ALONG THE NORTH SIDE OF STATE ROUTE 32,
 HC0748'ABOUT 3 MILES EAST NORTHEAST OF BIXBY, 2 MILES WEST OF EAST END,
 HC0748'37 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 32 AND 6.4 FEET
 HC0748'EAST SOUTHEAST OF A WHITE WITNESS POST.
 HC0748'
 HC0748'TO REACH, FROM THE U.S. POST OFFICE IN BIXBY, GO EASTERLY, ON
 HC0748'STATE ROUTE 32, FOR 3.05 MILES TO THE AZIMUTH MARK, CONTINUE
 HC0748'EASTERLY, ON STATE ROUTE 32, FOR 0.85 MILE TO THE STATION.
 HC0748'
 HC0748'THE STATION MARK IS A STANDARD DISK, STAMPED EAST END 1956, SET
 HC0748'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HC0748'ABOUT 4 INCHES.
 HC0748'
 HC0748'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED EAST END NO
 HC0748'1 1956, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HC0748'PROJECTS ABOUT 2 INCHES AND IS ABOUT 2 FEET LOWER THAN THE
 HC0748'STATION.  IT IS LOCATED 30 FEET SOUTH OF THE CENTERLINE OF
 HC0748'STATE ROUTE 32.
 HC0748'
 HC0748'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. COAST AND GEODETIC
 HC0748'SURVEY BENCH MARK, STAMPED C 56 1934, SET IN THE TOP OF A 6 INCH
 HC0748'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES AND IS
 HC0748'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS LOCATED 24.5
 HC0748'FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 32.
 HC0748'
 HC0748'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EAST END 1956, SET
 HC0748'IN A DRILL HOLE IN A BOULDER 18 INCHES IN DIAMETER WHICH PROJECTS
 HC0748'ABOUT 6 INCHES.  IT IS LOCATED 105 FEET EAST NORTHEAST OF THE
 HC0748'CENTERLINE OF STATE ROUTE 32 AND 6 FEET NORTH OF A TRIANGULAR
 HC0748'BLAZED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1050 ***********************************************************************
 HD1050  DESIGNATION -  EAST GABLE OF GARAGE
 HD1050  PID         -  HD1050
 HD1050  STATE/COUNTY-  MO/TEXAS
 HD1050  USGS QUAD   -  ROBY (1982)
 HD1050
 HD1050                         *CURRENT SURVEY CONTROL
 HD1050  ___________________________________________________________________
 HD1050* NAD 83(1997)-  37 32 06.26367(N)    092 07 32.66430(W)     ADJUSTED  
 HD1050* NAVD 88     -                                                        
 HD1050  ___________________________________________________________________
 HD1050  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HD1050  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HD1050
 HD1050  HORZ ORDER  -  THIRD
 HD1050
 HD1050.The horizontal coordinates were established by classical geodetic methods
 HD1050.and adjusted by the National Geodetic Survey in February 2000..
 HD1050
 HD1050
 HD1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1050
 HD1050.The geoid height was determined by GEOID03.
 HD1050
 HD1050;                    North         East     Units Scale Factor Converg.
 HD1050;SPC MO C     -   188,898.296   533,076.470   MT  0.99994680   +0 13 40.9
 HD1050;UTM  15      - 4,154,591.514   577,240.520   MT  0.99967349   +0 31 57.6
 HD1050
 HD1050                          SUPERSEDED SURVEY CONTROL
 HD1050
 HD1050  NAD 83(1986)-  37 32 06.27610(N)    092 07 32.66254(W) AD(       ) 4
 HD1050  NAD 27      -  37 32 06.12000(N)    092 07 32.09000(W) AD(       ) 3
 HD1050
 HD1050.Superseded values are not recommended for survey control.
 HD1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1050.See file dsdata.txt to determine how the superseded data were derived.
 HD1050
 HD1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7724154592(NAD 83)
 HD1050_MARKER: 81 = GABLE
 HD1050
 HD1050  HISTORY     - Date     Condition        Report By
 HD1050  HISTORY     - 1946     FIRST OBSERVED   CGS
 HD1050
 HD1050                          STATION DESCRIPTION
 HD1050
 HD1050'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1606 ***********************************************************************
 GD1606  DESIGNATION -  EAST PRAIRIE MUNICIPAL TANK
 GD1606  PID         -  GD1606
 GD1606  STATE/COUNTY-  MO/MISSISSIPPI
 GD1606  USGS QUAD   -  EAST PRAIRIE (1969)
 GD1606
 GD1606                         *CURRENT SURVEY CONTROL
 GD1606  ___________________________________________________________________
 GD1606* NAD 83(1997)-  36 46 52.52099(N)    089 23 05.30643(W)     ADJUSTED  
 GD1606* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 GD1606  ___________________________________________________________________
 GD1606  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 GD1606  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD1606
 GD1606  HORZ ORDER  -  THIRD
 GD1606
 GD1606.The horizontal coordinates were established by classical geodetic methods
 GD1606.and adjusted by the National Geodetic Survey in February 2000..
 GD1606
 GD1606.The orthometric height was scaled from a topographic map.
 GD1606
 GD1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1606
 GD1606.The geoid height was determined by GEOID03.
 GD1606
 GD1606;                    North         East     Units Scale Factor Converg.
 GD1606;SPC MO E     -   105,759.030   349,543.952   MT  1.00005537   +0 40 04.0
 GD1606;UTM  16      - 4,073,259.592   287,185.384   MT  1.00015799   -1 25 42.5
 GD1606
 GD1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1606!SPC MO E     -   0.99998966  x   1.00005537  =   1.00004503
 GD1606!UTM  16      -   0.99998966  x   1.00015799  =   1.00014765
 GD1606
 GD1606                          SUPERSEDED SURVEY CONTROL
 GD1606
 GD1606  NAD 83(1997)-  36 46 52.52097(N)    089 23 05.30572(W) AD(       ) 4
 GD1606  NAD 83(1997)-  36 46 52.52159(N)    089 23 05.30564(W) AD(       ) 4
 GD1606  NAD 83(1997)-  36 46 52.53090(N)    089 23 05.30302(W) AD(       ) 4
 GD1606  NAD 83(1986)-  36 46 52.53327(N)    089 23 05.30838(W) AD(       ) 4
 GD1606  NAD 27      -  36 46 52.33550(N)    089 23 05.04117(W) AD(       ) 3
 GD1606
 GD1606.Superseded values are not recommended for survey control.
 GD1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1606.See file dsdata.txt to determine how the superseded data were derived.
 GD1606
 GD1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8718573260(NAD 83)
 GD1606_MARKER: 53 = ELEVATED TANK
 GD1606
 GD1606  HISTORY     - Date     Condition        Report By
 GD1606  HISTORY     - 1955     FIRST OBSERVED   CGS
 GD1606  HISTORY     - 1970     GOOD             NGS
 GD1606  HISTORY     - 1977     GOOD             NGS
 GD1606
 GD1606                          STATION DESCRIPTION
 GD1606
 GD1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1606'THE STATION IS THE TOP AND CENTER OF AN ELEVATED STEEL WATER TANK
 GD1606'WHICH IS LOCATED IN THE TOWN OF EAST PRAIRIE AND LIES IN THE
 GD1606'SOUTHWEST CORNER OF THE INTERSECTION OF EAST PINE AND ROOSEVELT
 GD1606'STREETS AND 44 FEET NORTH OF THE CENTER OF AN ALLEY.
 GD1606'
 GD1606'THE TANK IS SUPPORTED BY FOUR LEGS AND HAS A CONICAL SHAPED ROOF
 GD1606'WITH A BALL AT ITS APEX.  IT IS 155 FEET IN HEIGHT AND 32 FEET IN
 GD1606'DIAMETER.
 GD1606
 GD1606                          STATION RECOVERY (1970)
 GD1606
 GD1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1606'THE TANK WAS FOUND IN GOOD CONDITION AND AS DESCRIBED.  THE
 GD1606'PREVIOUS DESCRIPTION IS GOOD.
 GD1606
 GD1606                          STATION RECOVERY (1977)
 GD1606
 GD1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1606'THIS STATION HAS A NAME CHANGE, IT IS DESCRIBED AS EAST
 GD1606'PRAIRIE MUNICIPAL WATER TANK.
 GD1606'
 GD1606'THE STATION IS THE BALL ATOP THE EAST PRAIRIE MUNICIPAL WATER
 GD1606'TANK, WHICH IS LOCATED AT THE CENTER OF EAST PRAIRIE, 72 FEET
 GD1606'SOUTHWEST OF THE CENTER OF ROOSEVELT STREET AND 133 FEET
 GD1606'SOUTHEAST OF THE CENTER OF EAST PINE STREET.  THE TANK HAS A
 GD1606'CYLINDRICAL BODY, CONICAL SHAPED TOP, HEMISPHERICAL BOTTOM
 GD1606'AND IS SUPPORTED BY 4 TRUSS-WORK STEEL LEGS.  IT IS SILVER IN
 GD1606'COLOR WITH A RED TOP AND HAS THE LEGEND (EAST PRAIRIE) PAINTED
 GD1606'IN BLACK LETTERS ON ITS SIDE AND HAS AN OVERALL HEIGHT OF
 GD1606'ABOUT 155 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1607 ***********************************************************************
 GD1607  DESIGNATION -  EAST PRAIRIE S MUN TANK
 GD1607  PID         -  GD1607
 GD1607  STATE/COUNTY-  MO/MISSISSIPPI
 GD1607  USGS QUAD   -  EAST PRAIRIE (1969)
 GD1607
 GD1607                         *CURRENT SURVEY CONTROL
 GD1607  ___________________________________________________________________
 GD1607* NAD 83(1997)-  36 46 31.28202(N)    089 23 18.89238(W)     ADJUSTED  
 GD1607* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 GD1607  ___________________________________________________________________
 GD1607  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 GD1607  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD1607
 GD1607  HORZ ORDER  -  THIRD
 GD1607
 GD1607.The horizontal coordinates were established by classical geodetic methods
 GD1607.and adjusted by the National Geodetic Survey in February 2000..
 GD1607
 GD1607.The orthometric height was scaled from a topographic map.
 GD1607
 GD1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1607
 GD1607.The geoid height was determined by GEOID03.
 GD1607
 GD1607;                    North         East     Units Scale Factor Converg.
 GD1607;SPC MO E     -   105,100.407   349,214.682   MT  1.00005456   +0 39 55.6
 GD1607;UTM  16      - 4,072,613.385   286,832.208   MT  1.00015985   -1 25 49.9
 GD1607
 GD1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1607!SPC MO E     -   0.99998966  x   1.00005456  =   1.00004422
 GD1607!UTM  16      -   0.99998966  x   1.00015985  =   1.00014951
 GD1607
 GD1607                          SUPERSEDED SURVEY CONTROL
 GD1607
 GD1607  NAD 83(1997)-  36 46 31.28204(N)    089 23 18.89161(W) AD(       ) 4
 GD1607  NAD 83(1997)-  36 46 31.28253(N)    089 23 18.89143(W) AD(       ) 4
 GD1607  NAD 83(1997)-  36 46 31.29205(N)    089 23 18.88954(W) AD(       ) 4
 GD1607  NAD 83(1986)-  36 46 31.29437(N)    089 23 18.89435(W) AD(       ) 4
 GD1607  NAD 27      -  36 46 31.09666(N)    089 23 18.62764(W) AD(       ) 3
 GD1607
 GD1607.Superseded values are not recommended for survey control.
 GD1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1607.See file dsdata.txt to determine how the superseded data were derived.
 GD1607
 GD1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8683272613(NAD 83)
 GD1607_MARKER: 53 = ELEVATED TANK
 GD1607
 GD1607  HISTORY     - Date     Condition        Report By
 GD1607  HISTORY     - 1977     FIRST OBSERVED   NGS
 GD1607
 GD1607                          STATION DESCRIPTION
 GD1607
 GD1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1607'THE STATION IS THE TOP CENTER OF THE EAST PRAIRIE SOUTH
 GD1607'MUNICIPAL WATER TANK, WHICH IS LOCATED AT THE SOUTHWEST
 GD1607'EDGE OF EAST PRAIRIE AND 100 FEET SOUTHEAST OF THE CENTER OF
 GD1607'NELSON STREET.  IT IS AN ELLIPSOIDAL SHAPED TANK, GREEN IN
 GD1607'COLOR, SUPPORTED BY 4 TUBULAR STEEL LEGS AND HAS THE LEGEND
 GD1607'(EAST PRAIRIE) PAINTED IN BLACK LETTERS ON ITS SIDE.  THE
 GD1607'OVERALL HEIGHT IS ABOUT 142 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0553 ***********************************************************************
 LE0553  DESIGNATION -  EASTER
 LE0553  PID         -  LE0553
 LE0553  STATE/COUNTY-  MO/MERCER
 LE0553  USGS QUAD   -  RAVANNA (1964)
 LE0553
 LE0553                         *CURRENT SURVEY CONTROL
 LE0553  ___________________________________________________________________
 LE0553* NAD 83(1997)-  40 24 52.90448(N)    093 28 47.37112(W)     ADJUSTED  
 LE0553* NAVD 88     -       328.52   (+/-2cm)    1077.8    (feet)  VERTCON   
 LE0553  ___________________________________________________________________
 LE0553  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 LE0553  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 LE0553
 LE0553  HORZ ORDER  -  FIRST
 LE0553  VERT ORDER  -  THIRD ? (See Below)
 LE0553
 LE0553.The horizontal coordinates were established by classical geodetic methods
 LE0553.and adjusted by the National Geodetic Survey in February 2000..
 LE0553
 LE0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0553.The vertical order pertains to the NGVD 29 superseded value.
 LE0553
 LE0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0553
 LE0553.The geoid height was determined by GEOID03.
 LE0553
 LE0553;                    North         East     Units Scale Factor Converg.
 LE0553;SPC MO C     -   508,953.613   416,842.176   MT  1.00001843   -0 38 07.0
 LE0553;SPC IA S     -    46,052.019   501,712.399   MT  1.00004178   +0 00 47.8
 LE0553;UTM  15      - 4,473,896.550   459,291.020   MT  0.99962040   -0 18 39.9
 LE0553
 LE0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0553!SPC MO C     -   0.99995345  x   1.00001843  =   0.99997188
 LE0553!SPC IA S     -   0.99995345  x   1.00004178  =   0.99999523
 LE0553!UTM  15      -   0.99995345  x   0.99962040  =   0.99957387
 LE0553
 LE0553:                Primary Azimuth Mark                     Grid Az
 LE0553:SPC MO C     -  FAIRVIEW CHURCH SPIRE                    011 24 37.4
 LE0553:SPC IA S     -  FAIRVIEW CHURCH SPIRE                    010 45 42.6
 LE0553:UTM  15      -  FAIRVIEW CHURCH SPIRE                    011 05 10.3
 LE0553
 LE0553|---------------------------------------------------------------------|
 LE0553| PID    Reference Object                     Distance      Geod. Az  |
 LE0553|                                                           dddmmss.s |
 LE0553| LE0519 FAIRVIEW CHURCH SPIRE               APPROX.17.2 KM 0104630.4 |
 LE0553| LE0535 AIRPLANE BEACON 2                   APPROX.35.7 KM 0811701.4 |
 LE0553| LE0539 AIRPLANE BEACON 3                   APPROX.20.7 KM 0990347.8 |
 LE0553| LE0552 AIRPLANE BEACON 4                   APPROX.11.9 KM 1533410.6 |
 LE0553| CL8428 EASTER RM 3                          16.356 METERS 20307     |
 LE0553| CL8426 EASTER RM 1 AZIMUTH                                2451400.3 |
 LE0553| LE0555 PRINCETON PRIMARY SCHOOL            APPROX. 9.0 KM 2552013.0 |
 LE0553| LE0573 RIDGEWAY CITY WATER TANK            APPROX.38.9 KM 2641431.0 |
 LE0553| LE0589 LEON WATER TANK                     APPROX.42.7 KM 3275804.2 |
 LE0553| CL8427 EASTER RM 2                          34.275 METERS 34649     |
 LE0553|---------------------------------------------------------------------|
 LE0553
 LE0553                          SUPERSEDED SURVEY CONTROL
 LE0553
 LE0553  NAD 83(1997)-  40 24 52.90452(N)    093 28 47.37137(W) AD(       ) 1
 LE0553  NAD 83(1986)-  40 24 52.90230(N)    093 28 47.37444(W) AD(       ) 1
 LE0553  NAD 27      -  40 24 52.86190(N)    093 28 46.58370(W) AD(       ) 1
 LE0553  NGVD 29 (07/19/86)  328.48   (m)         1077.7    (f) LEVELING    3  
 LE0553
 LE0553.Superseded values are not recommended for survey control.
 LE0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0553.See file dsdata.txt to determine how the superseded data were derived.
 LE0553
 LE0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE5929173897(NAD 83)
 LE0553_MARKER: DS = TRIANGULATION STATION DISK
 LE0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0553+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 LE0553
 LE0553  HISTORY     - Date     Condition        Report By
 LE0553  HISTORY     - 1928     MONUMENTED       CGS
 LE0553  HISTORY     - 1935     GOOD             CGS
 LE0553  HISTORY     - 1963     GOOD             USGS
 LE0553  HISTORY     - 1966     GOOD             CGS
 LE0553  HISTORY     - 1971     GOOD             USE
 LE0553  HISTORY     - 20010717 GOOD             SKW
 LE0553
 LE0553                          STATION DESCRIPTION
 LE0553
 LE0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0553'ABOUT 5 MILES EAST AND 1 MILE NORTH OF PRINCETON, 2-3/4 MILES SOUTH
 LE0553'AND 1 MILE WEST OF A RAVANNA, ONE-FOURTH MILE SOUTH OF STATE
 LE0553'HIGHWAY 4, ON WEST SIDE CENTER OF SW 1/4 SEC. 22, T. 65 N., R. 23
 LE0553'W., ON LAND OWNED BY J.H. EASTER, 23.8 METERS (78 FEET) WEST AND
 LE0553'0.5 METERS (1.6 FEET) NORTH OF NORTHWEST CORNER OF MR. EASTERS
 LE0553'HOUSE, 34.0 METERS (112 FEET) SOUTH-SOUTHEAST OF THE
 LE0553'HALF-QUARTER CORNER, 6.5 METERS (21 FEET) EAST OF SECTION-LINE
 LE0553'FENCE, AND JUST SOUTH OF FIVE WALNUT TREES.  SURFACE AND
 LE0553'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 LE0553'CONCRETE.  UPPER MARK 18 INCHES BELOW SURFACE OF GROUND, AND
 LE0553'LOWER MARK IS 5 FEET BELOW SURFACE.  REFERENCE MARKS ARE
 LE0553'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 LE0553'ABOUT 230 METERS (755 FEET) SOUTH OF CONCRETE FENCE POST, 6.1
 LE0553'METERS (20 FEET) EAST OF CENTER LINE ROAD, 0.3 METER (1 FOOT)
 LE0553'EAST OF EAST FENCE LINE OF ROAD, AND 465 METERS (1,526 FEET) (PACED
 LE0553'DISTANCE) FROM STATION.  NO. 2
 LE0553'IS 0.65 METER (2.1 FEET) WEST OF HALF-QUARTER CORNER POST, 45.6
 LE0553'METERS (150 FEET) NORTHWEST OF CONCRETE POST ON NORTHWEST
 LE0553'CORNER OF MR. EASTERS PORCH, AND 34.26 METERS (112.4 FEET) FROM
 LE0553'STATION.
 LE0553
 LE0553                          STATION RECOVERY (1935)
 LE0553
 LE0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 LE0553'THE STATION WAS FOUND IN GOOD CONDITION ON LAND DESCRIBED, NOW
 LE0553'FARMED BY AL MORIN.  DESCRIPTION SHOULD READ- THREE-FOURTHS MILE
 LE0553'SOUTH OF STATE HIGHWAY 4.  ALL OTHERS TIES STILL HOLD.
 LE0553'
 LE0553'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.  DESCRIPTION
 LE0553'SHOULD READ- 723 FEET, SLOPE DISTANCE, SOUTH OF CONCRETE POST ON
 LE0553'WEST SIDE OF ROAD.  ALL OTHER TIES STILL HOLD.
 LE0553'
 LE0553'REFERENCE MARK NO. 2 WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 LE0553'ALL OLD TIES STILL HOLD.
 LE0553
 LE0553                          STATION RECOVERY (1963)
 LE0553
 LE0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0553'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LE0553
 LE0553                          STATION RECOVERY (1966)
 LE0553
 LE0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LE0553'THE STATION MARK, REFERENCE MARK NO. 1 (AZI. MK.), AND REFERENCE
 LE0553'MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LE0553'
 LE0553'SINCE THERE WAS ONLY ONE REFERENCE MARK NEAR THE STATION REFERENCE
 LE0553'MARK NO. 3 WAS SET.
 LE0553'
 LE0553'FOLLOWING IS A TO REACH FOR THE STATION AND NOTES FOR ALL MARKS.
 LE0553'
 LE0553'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S. HIGHWAYS 65
 LE0553'AND 136 AT THE EAST EDGE OF PRINCETON, GO EAST ON U.S. HIGHWAY 136
 LE0553'FOR 5.65 MILES TO A REVERSE FORK ON THE RIGHT.  TURN RIGHT AND GO
 LE0553'SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD.
 LE0553'(CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.4 MILE TO REFERENCE
 LE0553'MARK NO. 1 (AZIMUTH MARK) ON THE LEFT.) TURN LEFT AND GO EAST ON
 LE0553'A GRAVELED ROAD FOR 0.25 MILE TO A DRIVEWAY ON THE RIGHT.
 LE0553'TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.25 MILE TO A GATE.
 LE0553'PASS THROUGH THE GATE AND GO SOUTH FOR ABOUT 100 FEET TO THE
 LE0553'STATION IN AN ABANDONED FARMYARD.
 LE0553'
 LE0553'STATION MARK, A STANDARD DISK STAMPED EASTER 1928, IS SET IN THE
 LE0553'TOP OF A SQUARE CONCRETE POST WHICH IS 14 INCHES BELOW THE SURFACE
 LE0553'OF THE GROUND.  IT IS 78 FEET WEST OF THE NORTHWEST CORNER OF AN
 LE0553'ABANDONED HOUSE, 21.5 FEET EAST OF A SECTION LINE FENCE, 17.5
 LE0553'EAST-NORTHEAST OF A 12-INCH WALNUT TREE WITH A METAL WITNESS SIGN
 LE0553'ON THE TREE, AND 16 FEET NORTHWEST OF AN 8-INCH WALNUT TREE.
 LE0553'THE UNDERGROUND MARK WAS NOT INSPECTED.
 LE0553'
 LE0553'REFERENCE MARK NO. 1 (AZIMUTH MARK), A STANDARD DISK STAMPED EASTER
 LE0553'NO 1 1928, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 LE0553'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 21 FEET EAST OF THE
 LE0553'CENTER OF A GRAVELED ROAD, 16 FEET NORTHWEST OF THE NORTH GATE
 LE0553'POST OF A WIRE GATE, AND 9 FEET WEST OF A METAL WITNESS POST SET
 LE0553'IN A NORTH-SOUTH FENCE.
 LE0553'
 LE0553'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EASTER NO 2 1928,
 LE0553'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 LE0553'INCHES.  IT IS 4.5 FEET WEST-NORTHWEST OF A CORNER FENCE POST IN A
 LE0553'SECTION LINE FENCE.
 LE0553'
 LE0553'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED EASTER NO 3 1928,
 LE0553'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 LE0553'INCHES.  IT IS 12.5 FEEET NORTH OF A DOUBLE TRUNK WALNUT TREE AND
 LE0553'0.5 FEET EAST OF A NORTH-SOUTH FENCE.
 LE0553'
 LE0553'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 LE0553'SSW OF RAVANNA.
 LE0553
 LE0553                          STATION RECOVERY (1971)
 LE0553
 LE0553'RECOVERY NOTE BY US ENGINEERS 1971 (WDD)
 LE0553'EASTER 1928 OK.
 LE0553'
 LE0553'AZIMUTH MARK OK.
 LE0553'
 LE0553'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST AND 1 MILE
 LE0553'NORTH OF PRINCETON.
 LE0553
 LE0553                          STATION RECOVERY (2001)
 LE0553
 LE0553'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 LE0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2463 ***********************************************************************
 JD2463  DESIGNATION -  EASTVILLE
 JD2463  PID         -  JD2463
 JD2463  STATE/COUNTY-  MO/CALLAWAY
 JD2463  USGS QUAD   -  MILLERSBURG NE (1985)
 JD2463
 JD2463                         *CURRENT SURVEY CONTROL
 JD2463  ___________________________________________________________________
 JD2463* NAD 83(1997)-  38 57 09.74007(N)    092 00 30.64593(W)     ADJUSTED  
 JD2463* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 JD2463  ___________________________________________________________________
 JD2463  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 JD2463  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JD2463
 JD2463  HORZ ORDER  -  SECOND
 JD2463
 JD2463.The horizontal coordinates were established by classical geodetic methods
 JD2463.and adjusted by the National Geodetic Survey in February 2000..
 JD2463
 JD2463.The orthometric height was scaled from a topographic map.
 JD2463
 JD2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2463
 JD2463.The geoid height was determined by GEOID03.
 JD2463
 JD2463;                    North         East     Units Scale Factor Converg.
 JD2463;SPC MO C     -   346,295.625   542,601.372   MT  0.99995567   +0 18 32.4
 JD2463;UTM  15      - 4,311,995.644   585,912.653   MT  0.99969089   +0 37 24.1
 JD2463
 JD2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2463!SPC MO C     -   0.99996163  x   0.99995567  =   0.99991730
 JD2463!UTM  15      -   0.99996163  x   0.99969089  =   0.99965254
 JD2463
 JD2463:                Primary Azimuth Mark                     Grid Az
 JD2463:SPC MO C     -  KINGDOM CITY SW BELL TEL                 096 02 51.0
 JD2463:UTM  15      -  KINGDOM CITY SW BELL TEL                 095 43 59.3
 JD2463
 JD2463|---------------------------------------------------------------------|
 JD2463| PID    Reference Object                     Distance      Geod. Az  |
 JD2463|                                                           dddmmss.s |
 JD2463| JC1571 KINGDOM CITY SW BELL TEL            APPROX. 5.8 KM 0962123.4 |
 JD2463| JC1572 KINGDOM CITY SW BELL TEL TOWER      APPROX. 5.8 KM 0963410.9 |
 JD2463| CQ5541 EASTVILLE RM 1                       29.136 METERS 10611     |
 JD2463| JC1558 FULTON MO HOSP FOR INSANE TANK      APPROX.13.4 KM 1505239.3 |
 JD2463| JC1557 FULTON MO HOSP FOR INSANE STK       APPROX.13.3 KM 1513912.0 |
 JD2463| JC1555 FULTON MUN WATER WORKS STACK        APPROX.12.6 KM 1521410.1 |
 JD2463| JC1560 FULTON WM WOODS COLLEGE STACK       APPROX.11.5 KM 1542035.4 |
 JD2463| JC1561 FULTON WM WOODS COLEGE TANK         APPROX.11.5 KM 1542155.9 |
 JD2463| JD2464 KANSAS CITY ST LOUIS AWY BN 13      APPROX.10.4 KM 2690008.8 |
 JD2463| CQ5540 EASTVILLE AZ MK                                    2691234.2 |
 JD2463| JD2462 EASTVILLE 2                          56.037 METERS 29315     |
 JD2463| CQ5542 EASTVILLE RM 2                       41.934 METERS 33046     |
 JD2463|---------------------------------------------------------------------|
 JD2463
 JD2463                          SUPERSEDED SURVEY CONTROL
 JD2463
 JD2463  NAD 83(1986)-  38 57 09.75082(N)    092 00 30.65075(W) AD(       ) 2
 JD2463  NAD 27      -  38 57 09.60700(N)    092 00 29.99710(W) AD(       ) 2
 JD2463
 JD2463.Superseded values are not recommended for survey control.
 JD2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2463.See file dsdata.txt to determine how the superseded data were derived.
 JD2463
 JD2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD8591311996(NAD 83)
 JD2463_MARKER: DS = TRIANGULATION STATION DISK
 JD2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2463
 JD2463  HISTORY     - Date     Condition        Report By
 JD2463  HISTORY     - 1949     MONUMENTED       CGS
 JD2463  HISTORY     - 1961     GOOD             CGS
 JD2463
 JD2463                          STATION DESCRIPTION
 JD2463
 JD2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2463'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF KINGDOM CITY,
 JD2463'AT THE JUNCTIONS OF U.S. HIGHWAY 40 AND COUNTY ROUTE M IN THE
 JD2463'NORTHEAST ANGLE OF THE INTERSECTION.  IT IS 66 FEET WEST NORTHWEST
 JD2463'OF A POWER LINE POLE, 55 FEET NORTH OF THE CENTERLINE OF U.S.
 JD2463'HIGHWAY 40, 40 FEET EAST OF THE CENTERLINE OF COUNTY ROUTE
 JD2463'M AND 5 FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS STAMPED
 JD2463'EASTVILLE 1949 AND PROJECTS 4 INCHES.
 JD2463'
 JD2463'REFERENCE MARK NO. 1 IS 32 FEET EAST OF A POWER LINE POLE, 29
 JD2463'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 40 AND 1 FOOT
 JD2463'SOUTH OF A FENCE LINE.  THE MARK IS STAMPED EASTVILLE NO 1 1949
 JD2463'AND PROJECTS 6 INCHES.
 JD2463'
 JD2463'REFERENCE MARK NO. 2 IS 95 FEET NORTH OF A FENCE CORNER, 33 FEET
 JD2463'WEST OF THE CENTER LINE OF COUNTY ROUTE M AND 1 FOOT EAST OF
 JD2463'A FENCE LINE.  THE MARK IS STAMPED EASTVILLE NO 2 1949 AND
 JD2463'PROJECTS 5 INCHES.
 JD2463'
 JD2463'THE AZIMUTH MARK IS 31 FEET NORTH OF U.S. HIGHWAY 40, 5 FEET
 JD2463'EAST NORTHEAST OF A POWER LINE POLE, 2 FEET EAST OF A WITNESS
 JD2463'POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS STAMPED
 JD2463'EASTVILLE 1949 AND PROJECTS 6 INCHES.
 JD2463'
 JD2463'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 40
 JD2463'AND 54 AT THE EAST EDGE OF KINGDOM CITY, GO WEST FOR 3.6 MILE
 JD2463'TO WHERE COUNTY ROUTE M GOES NORTH AND STATION ON RIGHT AS
 JD2463'DESCRIBED.
 JD2463'
 JD2463'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST OF U.S.
 JD2463'HIGHWAY 40 FOR 0.6 MILE TO MARK ON RIGHT AS DESCRIBED.
 JD2463'
 JD2463'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2463
 JD2463                          STATION RECOVERY (1961)
 JD2463
 JD2463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJH)
 JD2463'THIS STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JD2463'GOOD CONDITION.  CONSTRUCTION OF NEW INTERSTATE HIGHWAY 70
 JD2463'WILL DESTROY THE STATION AND BOTH REFERENCE MARKS.  THEY WERE
 JD2463'MOVED AT THE REQUEST OF THE HIGHWAY COMMISSION.  A COMPLETE
 JD2463'DESCRIPTION OF EASTVILLE 2 SHOULD BE READ FOR DETAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2462 ***********************************************************************
 JD2462  DESIGNATION -  EASTVILLE 2
 JD2462  PID         -  JD2462
 JD2462  STATE/COUNTY-  MO/CALLAWAY
 JD2462  USGS QUAD   -  MILLERSBURG NE (1985)
 JD2462
 JD2462                         *CURRENT SURVEY CONTROL
 JD2462  ___________________________________________________________________
 JD2462* NAD 83(1997)-  38 57 10.45718(N)    092 00 32.78430(W)     ADJUSTED  
 JD2462* NAVD 88     -       275.82   (+/-2cm)     904.9    (feet)  VERTCON   
 JD2462  ___________________________________________________________________
 JD2462  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 JD2462  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JD2462
 JD2462  HORZ ORDER  -  SECOND
 JD2462  VERT ORDER  -  THIRD ? (See Below)
 JD2462
 JD2462.The horizontal coordinates were established by classical geodetic methods
 JD2462.and adjusted by the National Geodetic Survey in February 2000..
 JD2462
 JD2462.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2462.The vertical order pertains to the NGVD 29 superseded value.
 JD2462
 JD2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2462
 JD2462.The geoid height was determined by GEOID03.
 JD2462
 JD2462;                    North         East     Units Scale Factor Converg.
 JD2462;SPC MO C     -   346,317.460   542,549.766   MT  0.99995562   +0 18 31.0
 JD2462;UTM  15      - 4,312,017.190   585,860.942   MT  0.99969078   +0 37 22.8
 JD2462
 JD2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2462!SPC MO C     -   0.99996182  x   0.99995562  =   0.99991744
 JD2462!UTM  15      -   0.99996182  x   0.99969078  =   0.99965261
 JD2462
 JD2462:                Primary Azimuth Mark                     Grid Az
 JD2462:SPC MO C     -  KINGDOM CITY SW BELL TEL TOWER           096 25 01.3
 JD2462:UTM  15      -  KINGDOM CITY SW BELL TEL TOWER           096 06 09.5
 JD2462
 JD2462|---------------------------------------------------------------------|
 JD2462| PID    Reference Object                     Distance      Geod. Az  |
 JD2462|                                                           dddmmss.s |
 JD2462| JC1572 KINGDOM CITY SW BELL TEL TOWER      APPROX. 5.9 KM 0964332.3 |
 JD2462| JD2463 EASTVILLE                            56.037 METERS 11315     |
 JD2462| CQ5540 EASTVILLE AZ MK                                    2673634.7 |
 JD2462| CQ5543 EASTVILLE 2 RM 3                     72.592 METERS 26942     |
 JD2462| CQ5544 EASTVILLE 2 RM 4                     50.755 METERS 33108     |
 JD2462|---------------------------------------------------------------------|
 JD2462
 JD2462                          SUPERSEDED SURVEY CONTROL
 JD2462
 JD2462  NAD 83(1986)-  38 57 10.46792(N)    092 00 32.78911(W) AD(       ) 2
 JD2462  NAD 27      -  38 57 10.32280(N)    092 00 32.13610(W) AD(       ) 2
 JD2462  NGVD 29 (07/19/86)  275.82   (m)          904.9    (f) LEVELING    3  
 JD2462
 JD2462.Superseded values are not recommended for survey control.
 JD2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2462.See file dsdata.txt to determine how the superseded data were derived.
 JD2462
 JD2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD8586112017(NAD 83)
 JD2462_MARKER: DS = TRIANGULATION STATION DISK
 JD2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2462
 JD2462  HISTORY     - Date     Condition        Report By
 JD2462  HISTORY     - 1961     MONUMENTED       CGS
 JD2462  HISTORY     - 1971     GOOD             NGS
 JD2462
 JD2462                          STATION DESCRIPTION
 JD2462
 JD2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JD2462'STATION IS LOCATED ABOUT 3 AND 1/2 MILES WEST OF KINGDOM CITY
 JD2462'WHERE COUNTY ROAD M WILL OVERPASS INTERSTATE HIGHWAY 70 AND
 JD2462'INTERSECT IT, IN THE NORTHWEST ANGLE OF THIS INTERSECTION,
 JD2462'265 FEET NORTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 70, 133
 JD2462'FEET WEST OF THE CENTER OF COUNTY ROAD M, AND 5 FEET NORTH OF
 JD2462'A POWER POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JD2462'STAMPED EASTVILLE 2 1961.
 JD2462'
 JD2462'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70
 JD2462'AND U.S. HIGHWAY 54 AT KINGDOM CITY, GO WEST ON INTERSTATE
 JD2462'HIGHWAY 70 FOR 3.6 MILES TO THE JUNCTION OF COUNTY ROAD M AND
 JD2462'THE STATION AS DESCRIBED.
 JD2462'
 JD2462'REFERENCE MARK NO. 3 IS WEST OF THE STATION, 261 FEET NORTH OF
 JD2462'THE CENTERLINE OF INTERSTATE HIGHWAY 70, 11 FEET EAST-NORTHEAST
 JD2462'OF A POWER POLE, AND 3 FEET EAST-NORTHEAST OF A TELEPHONE CABLE
 JD2462'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JD2462'EASTVILLE 2 NO 3 1961.
 JD2462'
 JD2462'REFERENCE MARK NO. 4 IS NORTHWEST OF THE STATION, AND 1 FOOT
 JD2462'NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST, AND ABOUT
 JD2462'30 FEET NORTHWEST OF THE CENTER OF THE NORTHWEST ANGLE ROAD
 JD2462'CONNECTING COUNTY ROAD M AND THE NORTH ACCESS ROAD ALONG THE
 JD2462'INTERSTATE HIGHWAY 70.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JD2462'IS STAMPED EASTVILLE 2 NO 4 1961.
 JD2462'
 JD2462'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 31 FEET NORTH
 JD2462'OF THE CENTER OF OLD U.S. HIGHWAY 40 WHICH IS THE NORTH ACCESS
 JD2462'ROAD FOR INTERSTATE HIGHWAY 70, 5 FEET EAST-NORTHEAST OF A
 JD2462'POWER POLE, 3 FEET EAST-SOUTHEAST OF THE SOUTH END OF A LARGE
 JD2462'SIGN BOARD WHICH IS THE EAST ONE OF TWO, 2 FEET EAST OF A
 JD2462'WOODEN WITNESS POST, AND 1 FOOT NORTH OF A FENCE.  THE MARK
 JD2462'PROJECTS 4 INCHES AND THE DISK IS STAMPED EASTVILLE 1949.
 JD2462'
 JD2462'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON OLD
 JD2462'U.S. HIGHWAY 40 WHICH IS THE NORTH ACCESS ROAD FOR INTERSTATE
 JD2462'HIGHWAY 70, FOR 0.5 MILE TO SIGNBOARDS ON THE RIGHT AND THE
 JD2462'AZIMUTH MARK AS DESCRIBED.
 JD2462'
 JD2462'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD2462
 JD2462                          STATION RECOVERY (1971)
 JD2462
 JD2462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2462'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 JD2462'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JD2462'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JD2462'FOR RECOVERY.
 JD2462'
 JD2462'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 JD2462'
 JD2462'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JD2462'
 JD2462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2462'ABOUT 3-1/2 MILES WEST OF KINGDOM CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0787 ***********************************************************************
 GE0787  DESIGNATION -  EASTWOOD LOOKOUT TOWER
 GE0787  PID         -  GE0787
 GE0787  STATE/COUNTY-  MO/CARTER
 GE0787  USGS QUAD   -  VAN BUREN SOUTH (1997)
 GE0787
 GE0787                         *CURRENT SURVEY CONTROL
 GE0787  ___________________________________________________________________
 GE0787* NAD 83(1997)-  36 53 19.49682(N)    091 01 24.89040(W)     ADJUSTED  
 GE0787* NAVD 88     -                                                        
 GE0787  ___________________________________________________________________
 GE0787  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 GE0787  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GE0787
 GE0787  HORZ ORDER  -  THIRD
 GE0787
 GE0787.The horizontal coordinates were established by classical geodetic methods
 GE0787.and adjusted by the National Geodetic Survey in February 2000..
 GE0787
 GE0787
 GE0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0787
 GE0787.The geoid height was determined by GEOID03.
 GE0787
 GE0787;                    North         East     Units Scale Factor Converg.
 GE0787;SPC MO E     -   117,235.163   203,330.327   MT  0.99996016   -0 18 51.5
 GE0787;UTM  15      - 4,084,354.856   676,119.739   MT  0.99998214   +1 11 12.0
 GE0787
 GE0787                          SUPERSEDED SURVEY CONTROL
 GE0787
 GE0787  NAD 83(1997)-  36 53 19.50623(N)    091 01 24.88854(W) AD(       ) 4
 GE0787  NAD 83(1986)-  36 53 19.50736(N)    091 01 24.88873(W) AD(       ) 4
 GE0787  NAD 27      -  36 53 19.31900(N)    091 01 24.43100(W) AD(       ) 3
 GE0787
 GE0787.Superseded values are not recommended for survey control.
 GE0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0787.See file dsdata.txt to determine how the superseded data were derived.
 GE0787
 GE0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7612084355(NAD 83)
 GE0787_MARKER: 57 = LOOKOUT TOWER
 GE0787
 GE0787  HISTORY     - Date     Condition        Report By
 GE0787  HISTORY     - 1962     FIRST OBSERVED   CGS
 GE0787
 GE0787                          STATION DESCRIPTION
 GE0787
 GE0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE0787'STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A 4
 GE0787'LEGGED STEEL STRUCTURE WITH AN ENCLOSED OBSERVING ROOM AT THE
 GE0787'TOP.  IT IS OWNED AND OPERATED BY THE U.S. GOVERNMENT AND HAS
 GE0787'AN OVERALL HEIGHT OF ABOUT 120 FEET.
 GE0787'
 GE0787'THE TOWER IS LOCATED AT THE SOUTHEAST EDGE OF THE SMALL SETTLEMENT
 GE0787'OF BASTWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1029 ***********************************************************************
 HC1029  DESIGNATION -  EATON RESET
 HC1029  PID         -  HC1029
 HC1029  STATE/COUNTY-  MO/ST FRANCOIS
 HC1029  USGS QUAD   -  FLAT RIVER (1982)
 HC1029
 HC1029                         *CURRENT SURVEY CONTROL
 HC1029  ___________________________________________________________________
 HC1029* NAD 83(1997)-  37 50 44.60031(N)    090 37 03.83084(W)     ADJUSTED  
 HC1029* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 HC1029  ___________________________________________________________________
 HC1029  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 HC1029  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 HC1029
 HC1029  HORZ ORDER  -  THIRD
 HC1029
 HC1029.The horizontal coordinates were established by classical geodetic methods
 HC1029.and adjusted by the National Geodetic Survey in February 2000..
 HC1029
 HC1029.The orthometric height was scaled from a topographic map.
 HC1029
 HC1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1029
 HC1029.The geoid height was determined by GEOID03.
 HC1029
 HC1029;                    North         East     Units Scale Factor Converg.
 HC1029;SPC MO E     -   223,315.846   239,638.479   MT  0.99993466   -0 04 20.0
 HC1029;UTM  15      - 4,191,372.247   709,609.358   MT  1.00014118   +1 27 43.7
 HC1029
 HC1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1029!SPC MO E     -   0.99995456  x   0.99993466  =   0.99988922
 HC1029!UTM  15      -   0.99995456  x   1.00014118  =   1.00009574
 HC1029
 HC1029:                Primary Azimuth Mark                     Grid Az
 HC1029:SPC MO E     -  BONNE TERRE                              028 35 03.3
 HC1029:UTM  15      -  BONNE TERRE                              027 02 59.6
 HC1029
 HC1029|---------------------------------------------------------------------|
 HC1029| PID    Reference Object                     Distance      Geod. Az  |
 HC1029|                                                           dddmmss.s |
 HC1029| HC1027 BONNE TERRE                         APPROX. 7.6 KM 0283043.3 |
 HC1029| CI4356 EATON RM 3                           15.231 METERS 12422     |
 HC1029| CI4354 EATON RM 1                           15.932 METERS 21816     |
 HC1029| CI4355 EATON RM 2                           19.235 METERS 31259     |
 HC1029| CI4353 EATON AZ MK                                        3515941.7 |
 HC1029|---------------------------------------------------------------------|
 HC1029
 HC1029                          SUPERSEDED SURVEY CONTROL
 HC1029
 HC1029  NAD 83(1997)-  37 50 44.60954(N)    090 37 03.82900(W) AD(       ) 3
 HC1029  NAD 83(1986)-  37 50 44.61388(N)    090 37 03.82855(W) AD(       ) 3
 HC1029  NAD 27      -  37 50 44.43300(N)    090 37 03.36200(W) AD(       ) 3
 HC1029
 HC1029.Superseded values are not recommended for survey control.
 HC1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1029.See file dsdata.txt to determine how the superseded data were derived.
 HC1029
 HC1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB0960991372(NAD 83)
 HC1029_MARKER: DS = TRIANGULATION STATION DISK
 HC1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1029+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 HC1029
 HC1029  HISTORY     - Date     Condition        Report By
 HC1029  HISTORY     - 1956     MONUMENTED       CGS
 HC1029  HISTORY     - 1964     POOR             MOHC
 HC1029  HISTORY     - 1965     SEE DESCRIPTION  CGS
 HC1029  HISTORY     - 20020612 GOOD             MODNR
 HC1029
 HC1029                          STATION DESCRIPTION
 HC1029
 HC1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1029'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW BRUSH COVERED
 HC1029'HILL 2.0 MILES AIRLINE SOUTHWEST OF LEADWOOD, 3.5 MILES AIRLINE
 HC1029'EAST NORTHEAST OF IRONDALE AND 1.5 MILES EAST OF THE
 HC1029'WASHINGTON-ST FRANCOIS COUNTY LINE, ON LAND OWNED BY THE ST.
 HC1029'JOSEPH LEAD COMPANY.
 HC1029'
 HC1029'THE MARK IS A STANDARD BRONZE DISK STAMPED EATON 1956, SET IN THE
 HC1029'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4
 HC1029'INCHES.  IT IS 26.0 FEET EAST OF THE CENTER LINE OF ROAD, 5.3
 HC1029'FEET NORTH OF A WITNESS POST.
 HC1029'
 HC1029'REFERENCE MARK 1 IS A STANDARD BRONZE DISK STAMPED EATON NO 1
 HC1029'1956, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HC1029'PROJECTING ABOUT 5 INCHES AND IS ABOUT THE SAME ELEVATION AS
 HC1029'THE STATION.  IT IS 24.0 FEET WEST OF THE CENTER LINE OF THE ROAD.
 HC1029'
 HC1029'REFERENCE MARK 2 IS A STANDARD BRONZE DISK STAMPED EATON NO 2
 HC1029'1956, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HC1029'PROJECTING ABOUT 4 INCHES, AND IS ABOUT 1-1/2 FEET LOWER IN
 HC1029'ELEVATION THAN THE STATION.  IT IS 23.0 FEET EAST OF THE CENTER
 HC1029'LINE OF THE ROAD.
 HC1029'
 HC1029'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED EATON 1956,
 HC1029'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING
 HC1029'ABOUT 6 INCHES.  IT IS 300 FEET EAST OF A SURFACED ROAD, 143.0
 HC1029'FEET NORTH NORTHEAST OF THE NORTHEAST LEG OF A STEEL TRANSMISSION
 HC1029'TOWER, 25.0 FEET WEST OF THE SOUTHEAST CORNER OF A CEMETERY AND
 HC1029'1.0 FOOT SOUTH OF THE SOUTH BOUNDARY FENCE LINE OF THE CEMETERY.
 HC1029'
 HC1029'TO REACH THE STATION FROM THE POST OFFICE IN LEADWOOD GO NORTH
 HC1029'0.2 MILE TO T-JUNCTION AT STATE HIGHWAY 8, TURN LEFT ON HIGHWAY
 HC1029'8 AND GO WESTERLY 1.3 MILES TO JUNCTION WITH COUNTY ROUTE M,
 HC1029'TURN LEFT AND FOLLOW ROUTE M SOUTHWEST FOR 0.8 MILE TO A SIDE
 HC1029'ROAD, TURN LEFT AND FOLLOW SURFACED ROAD SOUTH FOR 0.3 MILE TO
 HC1029'A CEMETERY ON THE LEFT (AZIMUTH MARK IS NEAR THE SOUTHEAST
 HC1029'CORNER OF CEMETERY), CONTINUE SOUTH ON SURFACED ROAD 0.45 MILE
 HC1029'TO SUMMIT OF HILL AND STATION AT EDGE OF WOODS ON EAST SIDE OF
 HC1029'ROAD.
 HC1029
 HC1029                          STATION RECOVERY (1964)
 HC1029
 HC1029'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1964
 HC1029'STATION WAS SEARCHED FOR AND THE STATION MARK WAS FOUND IN POOR
 HC1029'CONDITION.  THE TABLET WAS DESTROYED.  THE UNDERGROUND MARK WAS
 HC1029'FOUND IN GOOD CONDITION.
 HC1029'
 HC1029'RM 1 WAS FOUND IN GOOD CONDITION.
 HC1029'
 HC1029'RM 2 WAS FOUND IN POOR CONDITION.  THE TABLET WAS DESTROYED.
 HC1029'
 HC1029'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 HC1029
 HC1029                          STATION RECOVERY (1965)
 HC1029
 HC1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 HC1029'THIS STATION RECOVERED AND THE TOPS WERE FOUND TO BE BROKEN OFF
 HC1029'THE SURFACE STATION MARK AND R.M. NO. 2.  THE UNDERGROUND STATION
 HC1029'MARK, R.M. NO. 1 AND THE AZIMUTH MARKS WERE RECOVERED AS DESCRIBED
 HC1029'AND FOUND IN GOOD CONDITION.
 HC1029'
 HC1029'A NEW SURFACE STATION MARK WAS SET BY PLUMBING OVER THE
 HC1029'UNDERGROUND MARK.  THE STATION IS 26 FEET NORTHEAST OF THE
 HC1029'CENTERLINE OF THE SURFACED ROAD AND 2.5 FEET WEST OF A METAL WITNESS
 HC1029'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HC1029'STAMPED EATON 1956 1965.
 HC1029'
 HC1029'R.M. NO. 1 IS 26 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 HC1029'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EATON
 HC1029'NO 1 1956.
 HC1029'
 HC1029'R.M. NO. 3 WAS SET ABOUT 30 FEET NORTHEAST OF THE CENTERLINE OF THE
 HC1029'ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 HC1029'EATON NO 3 1956 1965.
 HC1029'
 HC1029'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 HC1029'CONDITION.  CONSIDERABLE CLEARING WOULD BE REQUIRED TO MAKE
 HC1029'THIS MARK VISABLE FROM THE GROUND AT THE STATION.
 HC1029'
 HC1029'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM LEADWOOD IS
 HC1029'ADEQUATE FOR RECOVERY.
 HC1029
 HC1029                          STATION RECOVERY (2002)
 HC1029
 HC1029'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (SEW)
 HC1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1326 ***********************************************************************
 HD1326  DESIGNATION -  EBENEZER
 HD1326  PID         -  HD1326
 HD1326  STATE/COUNTY-  MO/GREENE
 HD1326  USGS QUAD   -  EBENEZER (1975)
 HD1326
 HD1326                         *CURRENT SURVEY CONTROL
 HD1326  ___________________________________________________________________
 HD1326* NAD 83(1997)-  37 20 16.76335(N)    093 17 38.79303(W)     ADJUSTED  
 HD1326* NAVD 88     -       395.9    (meters)    1299.     (feet)  GPS OBS   
 HD1326  ___________________________________________________________________
 HD1326  X           -    -291,767.178 (meters)                     COMP
 HD1326  Y           -  -5,069,232.326 (meters)                     COMP
 HD1326  Z           -   3,847,505.786 (meters)                     COMP
 HD1326  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 HD1326  ELLIP HEIGHT-         366.45  (meters)          (02/17/00) GPS OBS
 HD1326  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HD1326
 HD1326  HORZ ORDER  -  FIRST
 HD1326  ELLP ORDER  -  FOURTH    CLASS I
 HD1326
 HD1326.The horizontal coordinates were established by GPS observations
 HD1326.and adjusted by the National Geodetic Survey in February 2000..
 HD1326
 HD1326.The orthometric height was determined by GPS observations and a
 HD1326.high-resolution geoid model.
 HD1326
 HD1326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1326
 HD1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1326
 HD1326.The ellipsoidal height was determined by GPS observations
 HD1326.and is referenced to NAD 83.
 HD1326
 HD1326.The geoid height was determined by GEOID03.
 HD1326
 HD1326;                    North         East     Units Scale Factor Converg.
 HD1326;SPC MO C     -   167,256.237   429,633.204   MT  0.99999430   -0 28 54.0
 HD1326;UTM  15      - 4,132,408.307   473,947.576   MT  0.99960836   -0 10 42.2
 HD1326
 HD1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1326!SPC MO C     -   0.99994250  x   0.99999430  =   0.99993680
 HD1326!UTM  15      -   0.99994250  x   0.99960836  =   0.99955088
 HD1326
 HD1326|---------------------------------------------------------------------|
 HD1326| PID    Reference Object                     Distance      Geod. Az  |
 HD1326|                                                           dddmmss.s |
 HD1326| CQ5546 EBENEZER RM 1                        23.207 METERS 03029     |
 HD1326| CQ5545 EBENEZER AZ MK                                     1780721.0 |
 HD1326| CQ5547 EBENEZER RM 2                        27.548 METERS 25923     |
 HD1326|---------------------------------------------------------------------|
 HD1326
 HD1326                          SUPERSEDED SURVEY CONTROL
 HD1326
 HD1326  NAD 83(1997)-  37 20 16.76352(N)    093 17 38.79297(W) AD(       ) 1
 HD1326  NAD 83(1986)-  37 20 16.77641(N)    093 17 38.79282(W) AD(       ) 1
 HD1326  NAD 83(1997)-  37 20 16.77641(N)    093 17 38.79281(W) AD(       ) 2
 HD1326  NAD 83(1986)-  37 20 16.77650(N)    093 17 38.79250(W) AD(       ) 2
 HD1326  NAD 27      -  37 20 16.61170(N)    093 17 38.11050(W) AD(       ) 2
 HD1326
 HD1326.Superseded values are not recommended for survey control.
 HD1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1326.See file dsdata.txt to determine how the superseded data were derived.
 HD1326
 HD1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7394832408(NAD 83)
 HD1326_MARKER: DS = TRIANGULATION STATION DISK
 HD1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1326_STAMPING: EBENEZER 1959
 HD1326_MARK LOGO: CGS   
 HD1326_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1326+STABILITY: SURFACE MOTION
 HD1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1326+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1996
 HD1326
 HD1326  HISTORY     - Date     Condition        Report By
 HD1326  HISTORY     - 1959     MONUMENTED       CGS
 HD1326  HISTORY     - 1979     GOOD             NGS
 HD1326  HISTORY     - 19960823 GOOD             MODNR
 HD1326
 HD1326                          STATION DESCRIPTION
 HD1326
 HD1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HWK)
 HD1326'THE STATION IS ABOUT 9-1/2 MILES NORTH OF SPRINGFIELD, 3
 HD1326'MILES NORTHEAST OF GLIDEWELL, IN THE SOUTHEAST QUARTER OF
 HD1326'SECTION 12, T 30 N, R 22 W, ON PROPERTY OWNED BY MR. LUTE
 HD1326'ZIGLAR.
 HD1326'
 HD1326'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 HD1326'AND STATE HIGHWAY 13 AT THE NORTH EDGE OF SPRINGFIELD, GO
 HD1326'NORTH ON HIGHWAY 13 FOR 4.5 MILES TO A CROSSROAD IN THE
 HD1326'SMALL VILLAGE OF GLIDEWELL.  CONTINUE STRAIGHT AHEAD ON HIGHWAY
 HD1326'13 FOR 2.0 MILES TO A CROSSROAD (COUNTY ROUTE WW).  TURN RIGHT
 HD1326'AND GO EAST ON ROUTE WW FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT.
 HD1326'TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE AZIMUTH MARK
 HD1326'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A
 HD1326'LARGE OIL STORAGE TANK ON THE RIGHT AND THE STATION ON THE
 HD1326'LEFT.
 HD1326'
 HD1326'STATION MARKS ARE STANDARD DISKS STAMPED EBENEZER 1959.  THE
 HD1326'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HD1326'6 INCHES.  IT IS 69 FEET WEST OF THE CENTER OF THE GRAVEL
 HD1326'ROAD, 62.5 FEET NORTHWEST OF A T-CORNER FENCE POST, 52 FEET
 HD1326'WEST OF THE NORTH-SOUTH FENCE, 35.5 FEET NORTH OF THE
 HD1326'EAST-WEST FENCE AND 4 FEET NORTH OF A METAL WITNESS POST.
 HD1326'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HD1326'30 INCHES BELOW THE SURFACE OF THE GROUND.
 HD1326'
 HD1326'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EBENEZER NO
 HD1326'1 1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HD1326'6 INCHES.  IT IS 102 FEET NORTH OF THE EAST-WEST FENCE, 32
 HD1326'FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 15 FEET WEST OF
 HD1326'THE NORTH-SOUTH FENCE.
 HD1326'
 HD1326'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EBENEZER NO
 HD1326'2 1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HD1326'6 INCHES.  IT IS 140 FEET WEST OF THE T-CORNER FENCE POST
 HD1326'AND 16 FEET NORTH OF THE EAST-WEST FENCE.
 HD1326'
 HD1326'AZIMUTH MARK, A STANDARD DISK STAMPED EBENEZER 1959, IS
 HD1326'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 14
 HD1326'FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 2.5 FEET NORTH OF
 HD1326'A POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS POST AND
 HD1326'1.3 FEET WEST OF A FENCE.
 HD1326'
 HD1326'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HD1326'
 HD1326'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1326
 HD1326                          STATION RECOVERY (1979)
 HD1326
 HD1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DRM)
 HD1326'THE STATION, REFERENCE MARK NO. 2, AND AZIMUTH MARK WERE RECOVERED
 HD1326'IN GOOD CONDITION.
 HD1326'
 HD1326'REFERENCE MARK NO. 1 SEARCHED FOR BUT NOT FOUND, IT IS BELIEVED
 HD1326'DESTROYED.
 HD1326'
 HD1326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES NORTH
 HD1326'OF SPRINGFIELD.
 HD1326
 HD1326                          STATION RECOVERY (1996)
 HD1326
 HD1326'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 HD1326'THE STATION WAS FOUND IN GOOD CONDITION. THE STATION IS A STANDARD CGS
 HD1326'DISK SET IN A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE
 HD1326'THE GROUND SURFACE AND IS LOCATED IN A PASTURE FIELD BELONGING TO T.
 HD1326'E.  PENEGAR IN THE SOUTHEAST QUARTER OF SECTION 12, T30N, R22W.  THE
 HD1326'STATION IS 50.3 FT (15.3 M) WEST OF THE WEST RIGHT-OF-WAY OF COUNTY
 HD1326'ROAD -153-, 34.9 FT (10.6 M) NORTH OF AN EAST-WEST FENCE, 90.35 FT
 HD1326'(27.54 M) NORTHEAST OF REFERENCE MONUMENT NO.  2, AND 3.7 FT (1.1 M)
 HD1326'NORTH OF AN ANGLE IRON POST WITH AN CGS WITNESS SIGN. THE AZIMUTH MARK
 HD1326'IS A STANDARD CGS DISK SET IN A 12 INCH SQUARE CONCRETE POST
 HD1326'PROJECTING 6 INCHES AND IS LOCATED ABOUT 0.25 MI (0.40 KM) SOUTH OF
 HD1326'THE STATION IN THE EAST RIGHT-OF-WAY OF COUNTY ROAD -153-.  THE MARK
 HD1326'IS 14 FT (4.3 M) EAST OF THE ROAD CENTERLINE, 2.1 FT (0.6 M) WEST OF
 HD1326'THE RIGHT-OF-WAY FENCE, 2.8 FT (0.9 M) NORTH OF A NAIL AND SHINER IN A
 HD1326'POWER POLE, 45.8 FT (14.0 M) SOUTH OF A YARD FENCE CORNER, AND 1.8 FT
 HD1326'(0.5 M) NORTH OF AN ANGLE IRON POST WITH AN CGS WITNESS SIGN. TO REACH
 HD1326'THE STATION FROM THE JUNCTION OF HIGHWAY 13 AND -WW- ABOUT 6 MI (9.7
 HD1326'KM) NORTH OF THE HIGHWAY 13 AND INTERSTATE 44 INTERCHANGE IN
 HD1326'NORTHWEST, SPRINGFIELD, GO EAST ON HIGHWAY -WW- FOR 2.0 MI (3.2 KM) TO
 HD1326'COUNTY ROAD -153- ON THE LEFT.  TURN LEFT AND GO NORTH ON ROAD -153-
 HD1326'FOR 0.4 MI (0.6 KM) TO THE TOP OF THE HILL AND THE STATION ON THE
 HD1326'LEFT.  THE PENEGAR HOUSE IS LOCATED ABOUT 0.2 MI (0.3 KM) NORTHWEST OF
 HD1326'THE STATION. TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 HD1326'ROAD FOR 0.25 MI (0.40 KM) TO THE MARK ON THE LEFT. DATE OF REPORT
 HD1326'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0535 ***********************************************************************
 JE0535  DESIGNATION -  ECTON
 JE0535  PID         -  JE0535
 JE0535  STATE/COUNTY-  MO/BATES
 JE0535  USGS QUAD   -  MAIN CITY (1961)
 JE0535
 JE0535                         *CURRENT SURVEY CONTROL
 JE0535  ___________________________________________________________________
 JE0535* NAD 83(1997)-  38 23 44.63152(N)    094 25 40.58847(W)     ADJUSTED  
 JE0535* NAVD 88     -       312.678  (meters)    1025.84   (feet)  ADJUSTED  
 JE0535  ___________________________________________________________________
 JE0535  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JE0535  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0535  DYNAMIC HT  -         312.455 (meters)    1025.11  (feet)  COMP
 JE0535  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 JE0535
 JE0535  HORZ ORDER  -  FIRST
 JE0535  VERT ORDER  -  SECOND    CLASS 0
 JE0535
 JE0535.The horizontal coordinates were established by classical geodetic methods
 JE0535.and adjusted by the National Geodetic Survey in February 2000..
 JE0535
 JE0535.The orthometric height was determined by differential leveling
 JE0535.and adjusted by the National Geodetic Survey in June 1991..
 JE0535
 JE0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0535
 JE0535.The geoid height was determined by GEOID03.
 JE0535
 JE0535.The dynamic height is computed by dividing the NAVD 88
 JE0535.geopotential number by the normal gravity value computed on the
 JE0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0535.degrees latitude (g = 980.6199 gals.).
 JE0535
 JE0535.The modeled gravity was interpolated from observed gravity values.
 JE0535
 JE0535;                    North         East     Units Scale Factor Converg.
 JE0535;SPC MO W     -   247,376.058   856,294.566   MT  0.99994166   +0 02 41.1
 JE0535;UTM  15      - 4,250,688.869   375,304.286   MT  0.99979149   -0 53 13.2
 JE0535
 JE0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0535!SPC MO W     -   0.99995599  x   0.99994166  =   0.99989765
 JE0535!UTM  15      -   0.99995599  x   0.99979149  =   0.99974749
 JE0535
 JE0535:                Primary Azimuth Mark                     Grid Az
 JE0535:SPC MO W     -  ADRIAN MUNICIPAL TANK                    087 38 07.4
 JE0535:UTM  15      -  ADRIAN MUNICIPAL TANK                    088 34 01.7
 JE0535
 JE0535|---------------------------------------------------------------------|
 JE0535| PID    Reference Object                     Distance      Geod. Az  |
 JE0535|                                                           dddmmss.s |
 JE0535| JE1905 ADRIAN MUNICIPAL TANK               APPROX. 6.6 KM 0874048.5 |
 JE0535| JE0536 ECTON RM 1                           19.083 METERS 22314     |
 JE0535| JE0537 ECTON AZ MK                                        2722459.5 |
 JE0535| JE0534 ECTON RM 2                           38.117 METERS 32230     |
 JE0535|---------------------------------------------------------------------|
 JE0535
 JE0535                          SUPERSEDED SURVEY CONTROL
 JE0535
 JE0535  NAD 83(1997)-  38 23 44.63162(N)    094 25 40.58838(W) AD(       ) 1
 JE0535  NAD 83(1986)-  38 23 44.63957(N)    094 25 40.58596(W) AD(       ) 1
 JE0535  NAD 27      -  38 23 44.57920(N)    094 25 39.75910(W) AD(       ) 1
 JE0535  NGVD 29 (??/??/92)  312.556  (m)         1025.44   (f) ADJ UNCH    2 0
 JE0535
 JE0535.Superseded values are not recommended for survey control.
 JE0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0535.See file dsdata.txt to determine how the superseded data were derived.
 JE0535
 JE0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC7530450689(NAD 83)
 JE0535_MARKER: DS = TRIANGULATION STATION DISK
 JE0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0535_STAMPING: ECTON 1934
 JE0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0535+STABILITY: SURFACE MOTION
 JE0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0535+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0535
 JE0535  HISTORY     - Date     Condition        Report By
 JE0535  HISTORY     - 1934     MONUMENTED       CGS
 JE0535  HISTORY     - 1948     GOOD             CGS
 JE0535  HISTORY     - 1963     GOOD             CGS
 JE0535  HISTORY     - 1963     GOOD             NGS
 JE0535  HISTORY     - 20051105 GOOD             INDIV
 JE0535
 JE0535                          STATION DESCRIPTION
 JE0535
 JE0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE0535'STATION IS ABOUT 4 MILES WEST OF ADRIAN, 10 MILES NORTHWEST OF
 JE0535'BUTLER AND 12 MILES NORTHEAST OF AMORET, IN THE NORTHEAST 1/4 OF
 JE0535'SECTION 2, T 41 N, R 32 W, ON LAND OWNED BY BOYD ECTON.  IT IS IN
 JE0535'THE NORTHWEST CORNER OF SMALL BARN LOT, 67 FEET SOUTH OF THE
 JE0535'CENTERLINE OF ROAD, 37 FEET SOUTH OF FENCE LINE, 40 FEET
 JE0535'SOUTH-SOUTHWEST OF THE NORTHWEST FENCE CORNER OF YARD, 18 FEET
 JE0535'WEST OF YARD FENCE, 75 FEET NORTHWEST OF THE NORTHWEST CORNER
 JE0535'OF HOUSE, 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF GARAGE,
 JE0535'42 FEET EAST OF FENCE LINE AND 41 FEET SOUTH-SOUTHEAST OF
 JE0535'RIGHT OF WAY MONUMENT.  MARK PROJECTS 2 INCHES.
 JE0535'
 JE0535'R.M. NO. 1 IS SOUTHWEST OF THE STATION, ON THE WEST SIDE OF
 JE0535'SMALL BARN LOT, 114 FEET SOUTH OF THE CENTER LINE OF ROAD, 83 FEET
 JE0535'SOUTH OF FENCE CORNER AND GATE POST, 3 FEET NORTH OF THE NORTHEAST
 JE0535'CORNER OF GARAGE, 6 INCHES EAST OF FENCE LINE.  MARK IS FLUSH.
 JE0535'
 JE0535'R. M. NO. 2 IS NORTHWEST OF THE STATION, 30 FEET NORTH OF THE
 JE0535'CENTERLINE OF ROAD, 60 FEET NORTHWEST OF FENCE CORNER AND GATE
 JE0535'POST AND IN THE FENCE LINE.  MARK PROJECTS 4 INCHES.
 JE0535'
 JE0535'AZIMUTH MARK IS WEST OF THE STATION, IN NORTHWEST CORNER OF BARN
 JE0535'LOT, 25 FEET SOUTH OF THE CENTERLINE OF ROAD, 2 FEET SOUTH OF
 JE0535'FENCE LINE, 13 FEET EAST OF EAST GATE POST, 2 FEET EAST OF FENCE
 JE0535'LINE, 35 YARDS NORTH-NORTHEAST OF THE NORTHWEST CORNER OF BARN.
 JE0535'MARK IS FLUSH.
 JE0535'
 JE0535'TO REACH FROM ADRIAN, FROM THE INTERSECTION OF U.S. ROUTE 71 AND
 JE0535'THE MAIN THOROUGHFARE OF ADRIAN, GO WEST 0.9 MILE THROUGH ADRIAN
 JE0535'TO SIDE ROAD, THENCE SOUTH 0.2 MILE TO CROSS ROAD, THENCE WEST
 JE0535'3.6 MILE TO SUMMIT OF A GRADE AND STATION.
 JE0535'
 JE0535'A LIGHT 100 FEET ABOVE MERWIN IS VISIBLE FROM THE GROUND AT THIS
 JE0535'STATION.
 JE0535'
 JE0535'A LIGHT 74 FEET ABOVE WINDISCH IS VISIBLE FROM THE GROUND AT
 JE0535'THIS STATION.
 JE0535'
 JE0535'A LIGHT 100 FEET ABOVE WHITE IS VISIBLE FROM THE GROUND AT THIS
 JE0535'STATION.
 JE0535'
 JE0535'A LIGHT 87 FEET ABOVE BUTLER IS VISIBLE AT 20 FEET ABOVE
 JE0535'STATION MARK.
 JE0535'
 JE0535'A LIGHT 60 FEET ABOVE SKELLY IS VISIBLE AT 13 FEET ABOVE
 JE0535'STATION MARK.
 JE0535'
 JE0535'A LIGHT 87 FEET ABOVE FERGUSON IS VISIBLE FROM THE GROUND AT
 JE0535'THIS STATION.
 JE0535
 JE0535                          STATION RECOVERY (1948)
 JE0535
 JE0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE0535'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 JE0535'GOOD CONDITION.
 JE0535'
 JE0535'A COMPLETE DESCRIPTION FOLLOWS.
 JE0535'
 JE0535'THE STATION IS LOCATED ABOUT 10.0 MILES NORTHWEST OF BUTLER, 4.0
 JE0535'MILES WEST OF ADRIAN 75.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 JE0535'OF A FARM HOUSE, 67.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 JE0535'NO. 18, 18.0 FEET WEST OF A YARD FENCE, AND 16.0 FEET EAST OF THE
 JE0535'CENTER OF A DRIVEWAY.  IT PROJECTS ABOUT 1 INCH AND IS STAMPED
 JE0535'ECTON 1934.
 JE0535'
 JE0535'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 114.0 FEET SOUTH
 JE0535'OF THE CENTER OF STATE HIGHWAY NO. 18 AND 3.0 FEET NORTH OF THE
 JE0535'NORTHEAST CORNER OF GARAGE.  IT PROJECTS 2 INCHES AND IS STAMPED
 JE0535'ECTON NO 1 1934.
 JE0535'
 JE0535'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 29.0 FEET NORTH
 JE0535'OF THE CENTER OF STATE HIGHWAY NO. 18 AND 20.5 FEET EAST OF A
 JE0535'TELEPHONE POLE.  IT PROJECTS 3 INCHES AND IS STAMPED ECTON NO 2
 JE0535'1934.
 JE0535'
 JE0535'AZIMUTH MARK IS WEST OF THE STATION, 25.0 FEET SOUTH OF THE
 JE0535'CENTER OF STATE HIGHWAY NO. 18, 18.0 FEET EAST OF THE CENTER OF A
 JE0535'DRIVEWAY, AND 7.0 FEET NORTH OF AN EAST-WEST FENCE.  IT PROJECTS
 JE0535'2 INCHES AND IS STAMPED ECTON AZIMUTH 1934.
 JE0535'
 JE0535'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 71
 JE0535'AND STATE HIGHWAY NO 18, JUST EAST OF ADRIAN, GO WEST ON STATE
 JE0535'HIGHWAY NO. 18 FOR 4.7 MILES TO THE TOP OF A GRADE AND THE STATION
 JE0535'ON THE LEFT AS DESCRIBED.
 JE0535'
 JE0535'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 JE0535'HIGHWAY NO. 18 FOR 0.9 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 JE0535'
 JE0535'A 47 FOOT SIGNAL AT WHITE 1934 IS VISIBLE AT 50 FEET.
 JE0535'
 JE0535'A 47 FOOT SIGNAL AT CRESCENT IS VISIBLE AT 50 FEET.
 JE0535'
 JE0535'A 74 FOOT SIGNAL AT DAYTON IS VISIBLE AT 50 FEET.
 JE0535'
 JE0535'A 4 FOOT SIGNAL AT ALTONA IS VISIBLE AT 50 FEET.
 JE0535'
 JE0535'A 60 FOOT SIGNAL AT ADRAIN IS VISIBLE AT 50 FEET.
 JE0535'
 JE0535'A 47 FOOT SIGNAL AT N. HILL IS VISIBLE AT 50 FEET.
 JE0535'
 JE0535'A 4 FOOT SIGNAL AT BUT IS VISIBLE AT 37 FEET.
 JE0535'
 JE0535'AN 87 FOOT SIGNAL AT SKELLY 1934 IS VISIBLE AT 50 FEET.
 JE0535
 JE0535                          STATION RECOVERY (1963)
 JE0535
 JE0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE0535'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 JE0535'TO BE IN GOOD CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK
 JE0535'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 JE0535'
 JE0535'THE 1934 TO REACH IS ADEQUATE.
 JE0535'
 JE0535'A NEW DESCRIPTION OF THE STATION MARK AND REFERENCE MARK 2
 JE0535'FOLLOWS-
 JE0535'
 JE0535'THE STATION MARK IS A STANDARD ECTON 1934, SET IN THE TOP OF A
 JE0535'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 69
 JE0535'FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 65 FEET NORTHEAST
 JE0535'OF THE NORTHEAST CORNER OF GARAGE, 37 FEET SOUTH OF THE CENTER
 JE0535'OF COUNTY ROUTE 18 AND 21 FEET EAST OF THE CENTER OF DRIVEWAY.
 JE0535'
 JE0535'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ECTON NO 2 1934, SET
 JE0535'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 JE0535'INCHES.  IT IS 71 FEET WEST OF A POWERLINE POLE, 30 FEET NORTH OF
 JE0535'THE CENTER OF COUNTY ROUTE 18 AND 1.6 FEET SOUTHWEST OF WITNESS
 JE0535'POST.
 JE0535
 JE0535                          STATION RECOVERY (1963)
 JE0535
 JE0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0535'4.2 MI W FROM ADRIAN.
 JE0535'ABOUT 4.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0535'PACIFIC RAILROAD STATION AT ADRIAN, 0.5 MILE WEST OF THE
 JE0535'INTERSECTION WITH STATE ROAD FF, ON THE CREST OF A HILL, 66
 JE0535'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET EAST OF
 JE0535'THE CENTER LINE OF A DRIVEWAY, 125 FEET SOUTHEAST OF AND ACROSS
 JE0535'THE HIGHWAY FROM ECTON R.M. 2, 62.5 FEET NORTHEAST OF ECTON
 JE0535'R.M. 1, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JE0535'GROUND.
 JE0535
 JE0535                          STATION RECOVERY (2005)
 JE0535
 JE0535'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0535'MARKER HAS SOME SCRATCHES BUT IS STILL READABLE.  RECOVERED STATION,
 JE0535'REFERENCE MARK 1 (JE0536), REFERENCE MARK 2 (JE0534), AND AZIMUTH MARK
 JE0535'(JE0537).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0537 ***********************************************************************
 JE0537  DESIGNATION -  ECTON AZ MK
 JE0537  PID         -  JE0537
 JE0537  STATE/COUNTY-  MO/BATES
 JE0537  USGS QUAD   -  MAIN CITY (1961)
 JE0537
 JE0537                         *CURRENT SURVEY CONTROL
 JE0537  ___________________________________________________________________
 JE0537* NAD 83(1986)-  38 23 42.     (N)    094 26 41.     (W)     SCALED    
 JE0537* NAVD 88     -       294.638  (meters)     966.66   (feet)  ADJUSTED  
 JE0537  ___________________________________________________________________
 JE0537  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE0537  DYNAMIC HT  -         294.429 (meters)     965.97  (feet)  COMP
 JE0537  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 JE0537
 JE0537  VERT ORDER  -  SECOND    CLASS 0
 JE0537
 JE0537.The horizontal coordinates were scaled from a topographic map and have
 JE0537.an estimated accuracy of +/- 6 seconds.
 JE0537
 JE0537.The orthometric height was determined by differential leveling
 JE0537.and adjusted by the National Geodetic Survey in June 1991..
 JE0537
 JE0537.The geoid height was determined by GEOID03.
 JE0537
 JE0537.The dynamic height is computed by dividing the NAVD 88
 JE0537.geopotential number by the normal gravity value computed on the
 JE0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0537.degrees latitude (g = 980.6199 gals.).
 JE0537
 JE0537.The modeled gravity was interpolated from observed gravity values.
 JE0537
 JE0537;                    North         East    Units  Estimated Accuracy
 JE0537;SPC MO W     -   247,290.      854,830.      MT  (+/- 180 meters Scaled)
 JE0537
 JE0537                          SUPERSEDED SURVEY CONTROL
 JE0537
 JE0537  NGVD 29 (??/??/92)  294.516  (m)          966.26   (f) ADJ UNCH    2 0
 JE0537
 JE0537.Superseded values are not recommended for survey control.
 JE0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0537.See file dsdata.txt to determine how the superseded data were derived.
 JE0537
 JE0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC738506(NAD 83)
 JE0537_MARKER: DZ = AZIMUTH MARK DISK
 JE0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0537_STAMPING: ECTON 1934 AZIMUTH
 JE0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0537+STABILITY: SURFACE MOTION
 JE0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0537+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0537
 JE0537  HISTORY     - Date     Condition        Report By
 JE0537  HISTORY     - 1934     MONUMENTED       CGS
 JE0537  HISTORY     - 1963     GOOD             NGS
 JE0537  HISTORY     - 20051105 GOOD             INDIV
 JE0537
 JE0537                          STATION DESCRIPTION
 JE0537
 JE0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0537'5.1 MI W FROM ADRIAN.
 JE0537'ABOUT 5.1 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0537'PACIFIC RAILROAD STATION AT ADRIAN, 24 FEET SOUTH OF THE CENTER
 JE0537'LINE OF THE HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF A
 JE0537'DRIVEWAY, 175 FEET NORTH-EAST OF THE NORTH-EAST CORNER OF A
 JE0537'FARMHOUSE, 32 FEET NORTH-WEST OF A POWER POLE, 7 1/2 FEET NORTH
 JE0537'OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, AND SET
 JE0537'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND, ABOUT 1.0
 JE0537'FOOT ABOVE THE HIGHWAY.
 JE0537
 JE0537                          STATION RECOVERY (2005)
 JE0537
 JE0537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0537'MARKER HAS BEEN SCRATCHED AND THE CONCRETE POST HAS BEEN CHIPPED BUT
 JE0537'IS STILL FIRM IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0536 ***********************************************************************
 JE0536  DESIGNATION -  ECTON RM 1
 JE0536  PID         -  JE0536
 JE0536  STATE/COUNTY-  MO/BATES
 JE0536  USGS QUAD   -  MAIN CITY (1961)
 JE0536
 JE0536                         *CURRENT SURVEY CONTROL
 JE0536  ___________________________________________________________________
 JE0536* NAD 83(1986)-  38 23 44.     (N)    094 25 40.     (W)     SCALED    
 JE0536* NAVD 88     -       312.680  (meters)    1025.85   (feet)  ADJUSTED  
 JE0536  ___________________________________________________________________
 JE0536  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0536  DYNAMIC HT  -         312.457 (meters)    1025.12  (feet)  COMP
 JE0536  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 JE0536
 JE0536  VERT ORDER  -  SECOND    CLASS 0
 JE0536
 JE0536.The horizontal coordinates were scaled from a topographic map and have
 JE0536.an estimated accuracy of +/- 6 seconds.
 JE0536
 JE0536.The orthometric height was determined by differential leveling
 JE0536.and adjusted by the National Geodetic Survey in June 1991..
 JE0536
 JE0536.The geoid height was determined by GEOID03.
 JE0536
 JE0536.The dynamic height is computed by dividing the NAVD 88
 JE0536.geopotential number by the normal gravity value computed on the
 JE0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0536.degrees latitude (g = 980.6199 gals.).
 JE0536
 JE0536.The modeled gravity was interpolated from observed gravity values.
 JE0536
 JE0536;                    North         East    Units  Estimated Accuracy
 JE0536;SPC MO W     -   247,360.      856,310.      MT  (+/- 180 meters Scaled)
 JE0536
 JE0536                          SUPERSEDED SURVEY CONTROL
 JE0536
 JE0536  NGVD 29 (??/??/92)  312.558  (m)         1025.45   (f) ADJ UNCH    2 0
 JE0536
 JE0536.Superseded values are not recommended for survey control.
 JE0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0536.See file dsdata.txt to determine how the superseded data were derived.
 JE0536
 JE0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC753506(NAD 83)
 JE0536_MARKER: DR = REFERENCE MARK DISK
 JE0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0536_STAMPING: ECTON NO 1 1934
 JE0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0536+STABILITY: SURFACE MOTION
 JE0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0536+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0536
 JE0536  HISTORY     - Date     Condition        Report By
 JE0536  HISTORY     - 1934     MONUMENTED       CGS
 JE0536  HISTORY     - 1963     GOOD             NGS
 JE0536  HISTORY     - 20051105 GOOD             INDIV
 JE0536
 JE0536                          STATION DESCRIPTION
 JE0536
 JE0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0536'4.2 MI W FROM ADRIAN.
 JE0536'ABOUT 4.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0536'PACIFIC RAILROAD STATION AT ADRIAN, 0.5 MILE EAST OF A INTERSECTION
 JE0536'WITH STATE ROAD FF, 113 1/2 FEET SOUTH OF THE CENTER LINE OF
 JE0536'THE HIGHWAY, 62.5 FEET SOUTH-WEST OF ECTON 1934, 2.8 FEET NORTH
 JE0536'OF THE NORTH-EAST CORNER OF A GARAGE, AND SET IN THE TOP OF A
 JE0536'CONCRETE POST FLUSH WITH THE GROUND.
 JE0536
 JE0536                          STATION RECOVERY (2005)
 JE0536
 JE0536'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0536'2.8 FEET NORTH OF THE NORTH-EAST CORNER OF A PORTABLE CARPORT GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0534 ***********************************************************************
 JE0534  DESIGNATION -  ECTON RM 2
 JE0534  PID         -  JE0534
 JE0534  STATE/COUNTY-  MO/BATES
 JE0534  USGS QUAD   -  MAIN CITY (1961)
 JE0534
 JE0534                         *CURRENT SURVEY CONTROL
 JE0534  ___________________________________________________________________
 JE0534* NAD 83(1986)-  38 23 44.     (N)    094 25 40.     (W)     SCALED    
 JE0534* NAVD 88     -       312.841  (meters)    1026.38   (feet)  ADJUSTED  
 JE0534  ___________________________________________________________________
 JE0534  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0534  DYNAMIC HT  -         312.618 (meters)    1025.65  (feet)  COMP
 JE0534  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 JE0534
 JE0534  VERT ORDER  -  SECOND    CLASS 0
 JE0534
 JE0534.The horizontal coordinates were scaled from a topographic map and have
 JE0534.an estimated accuracy of +/- 6 seconds.
 JE0534
 JE0534.The orthometric height was determined by differential leveling
 JE0534.and adjusted by the National Geodetic Survey in June 1991..
 JE0534
 JE0534.The geoid height was determined by GEOID03.
 JE0534
 JE0534.The dynamic height is computed by dividing the NAVD 88
 JE0534.geopotential number by the normal gravity value computed on the
 JE0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0534.degrees latitude (g = 980.6199 gals.).
 JE0534
 JE0534.The modeled gravity was interpolated from observed gravity values.
 JE0534
 JE0534;                    North         East    Units  Estimated Accuracy
 JE0534;SPC MO W     -   247,360.      856,310.      MT  (+/- 180 meters Scaled)
 JE0534
 JE0534                          SUPERSEDED SURVEY CONTROL
 JE0534
 JE0534  NGVD 29 (??/??/92)  312.719  (m)         1025.98   (f) ADJ UNCH    2 0
 JE0534
 JE0534.Superseded values are not recommended for survey control.
 JE0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0534.See file dsdata.txt to determine how the superseded data were derived.
 JE0534
 JE0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC753506(NAD 83)
 JE0534_MARKER: DR = REFERENCE MARK DISK
 JE0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0534_STAMPING: ECTON NO 2 1934
 JE0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0534+STABILITY: SURFACE MOTION
 JE0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0534+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0534
 JE0534  HISTORY     - Date     Condition        Report By
 JE0534  HISTORY     - 1934     MONUMENTED       CGS
 JE0534  HISTORY     - 1963     GOOD             NGS
 JE0534  HISTORY     - 20051105 GOOD             INDIV
 JE0534
 JE0534                          STATION DESCRIPTION
 JE0534
 JE0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0534'4.2 MI W FROM ADRIAN.
 JE0534'ABOUT 4.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0534'PACIFIC RAILROAD STATION AT ADRIAN, 0.5 MILE EAST OF A INTERSECTION
 JE0534'WITH STATE ROAD FF, 125 FEET NORTH-WEST OF AND ACROSS THE ROAD
 JE0534'FROM ECTON 1934, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JE0534'46 FEET WEST OF THE EXTENED CENTER LINE OF A PRIVATE DRIVEWAY,
 JE0534'71 FEET WEST OF A POWER POLE, 1 1/2 FEET SOUTH-WEST OF A METAL
 JE0534'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JE0534'3 INCHES, ABOUT 2 1/2 FEET ABOVE THE HIGHWAY.
 JE0534
 JE0534                          STATION RECOVERY (2005)
 JE0534
 JE0534'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1916 ***********************************************************************
 JD1916  DESIGNATION -  ED
 JD1916  PID         -  JD1916
 JD1916  STATE/COUNTY-  MO/JOHNSON
 JD1916  USGS QUAD   -  KNOB NOSTER (1981)
 JD1916
 JD1916                         *CURRENT SURVEY CONTROL
 JD1916  ___________________________________________________________________
 JD1916* NAD 83(1986)-  38 52 12.     (N)    093 37 21.     (W)     SCALED    
 JD1916* NAVD 88     -       207.773  (meters)     681.67   (feet)  ADJUSTED  
 JD1916  ___________________________________________________________________
 JD1916  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD1916  DYNAMIC HT  -         207.635 (meters)     681.22  (feet)  COMP
 JD1916  MODELED GRAV-     979,961.3   (mgal)                       NAVD 88
 JD1916
 JD1916  VERT ORDER  -  SECOND    CLASS 0
 JD1916
 JD1916.The horizontal coordinates were scaled from a topographic map and have
 JD1916.an estimated accuracy of +/- 6 seconds.
 JD1916
 JD1916.The orthometric height was determined by differential leveling
 JD1916.and adjusted by the National Geodetic Survey in June 1991..
 JD1916
 JD1916.The geoid height was determined by GEOID03.
 JD1916
 JD1916.The dynamic height is computed by dividing the NAVD 88
 JD1916.geopotential number by the normal gravity value computed on the
 JD1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1916.degrees latitude (g = 980.6199 gals.).
 JD1916
 JD1916.The modeled gravity was interpolated from observed gravity values.
 JD1916
 JD1916;                    North         East    Units  Estimated Accuracy
 JD1916;SPC MO W     -   300,380.      926,150.      MT  (+/- 180 meters Scaled)
 JD1916
 JD1916                          SUPERSEDED SURVEY CONTROL
 JD1916
 JD1916  NGVD 29 (??/??/92)  207.68   (m)          681.4    (f) COMPUTED    2 0
 JD1916
 JD1916.Superseded values are not recommended for survey control.
 JD1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1916.See file dsdata.txt to determine how the superseded data were derived.
 JD1916
 JD1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD459025(NAD 83)
 JD1916_MARKER: DD = SURVEY DISK
 JD1916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1916_SP_SET: ABUTMENT
 JD1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1916
 JD1916  HISTORY     - Date     Condition        Report By
 JD1916  HISTORY     - UNK      MONUMENTED       RBNF
 JD1916  HISTORY     - 1946     GOOD             NGS
 JD1916  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1916
 JD1916                          STATION DESCRIPTION
 JD1916
 JD1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1916'1.5 MI W FROM VALLEY CITY.
 JD1916'1.5 MILES WEST OF VALLEY CITY ALONG JOHNSON COUNTY HIGHWAY E,
 JD1916'AT BRIDGE X424 OVER THE BLACKWATER RIVER, 7 FEET NORTH OF THE
 JD1916'CENTER LINE OF THE HIGHWAY, EDBM IS PAINTED ON THE RAILING OF THE
 JD1916'BRIDGE.  A BRONZE DISK SET IN THE TOP OF THE NORTH END OF THE
 JD1916'WEST CONCRETE ABUTMENT OF A STELL BRIDGE.
 JD1916
 JD1916                          STATION RECOVERY (1963)
 JD1916
 JD1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0386 ***********************************************************************
 LF0386  DESIGNATION -  EDBM BRIDGE 112.8
 LF0386  PID         -  LF0386
 LF0386  STATE/COUNTY-  MO/HOLT
 LF0386  USGS QUAD   -  CORNING (1984)
 LF0386
 LF0386                         *CURRENT SURVEY CONTROL
 LF0386  ___________________________________________________________________
 LF0386* NAD 83(1986)-  40 13 38.     (N)    095 25 31.     (W)     SCALED    
 LF0386* NAVD 88     -       268.634  (meters)     881.34   (feet)  ADJUSTED  
 LF0386  ___________________________________________________________________
 LF0386  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LF0386  DYNAMIC HT  -         268.489 (meters)     880.87  (feet)  COMP
 LF0386  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 LF0386
 LF0386  VERT ORDER  -  FIRST     CLASS II
 LF0386
 LF0386.The horizontal coordinates were scaled from a topographic map and have
 LF0386.an estimated accuracy of +/- 6 seconds.
 LF0386
 LF0386.The orthometric height was determined by differential leveling
 LF0386.and adjusted by the National Geodetic Survey in June 1991..
 LF0386
 LF0386.The geoid height was determined by GEOID03.
 LF0386
 LF0386.The dynamic height is computed by dividing the NAVD 88
 LF0386.geopotential number by the normal gravity value computed on the
 LF0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0386.degrees latitude (g = 980.6199 gals.).
 LF0386
 LF0386.The modeled gravity was interpolated from observed gravity values.
 LF0386
 LF0386;                    North         East    Units  Estimated Accuracy
 LF0386;SPC MO W     -   451,110.      771,250.      MT  (+/- 180 meters Scaled)
 LF0386
 LF0386                          SUPERSEDED SURVEY CONTROL
 LF0386
 LF0386  NGVD 29 (??/??/92)  268.554  (m)          881.08   (f) ADJ UNCH    1 2
 LF0386
 LF0386.Superseded values are not recommended for survey control.
 LF0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0386.See file dsdata.txt to determine how the superseded data were derived.
 LF0386
 LF0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE936557(NAD 83)
 LF0386_MARKER: Q = CHISELED SQUARE
 LF0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0386_SP_SET: BRIDGE ABUTMENT
 LF0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0386
 LF0386  HISTORY     - Date     Condition        Report By
 LF0386  HISTORY     - UNK      MONUMENTED       DOD
 LF0386  HISTORY     - 1948     GOOD             NGS
 LF0386  HISTORY     - 1961     GOOD             NGS
 LF0386
 LF0386                          STATION DESCRIPTION
 LF0386
 LF0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0386'2.2 MI SE FROM CORNING.
 LF0386'2.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0386'RAILROAD FROM THE STATION AT CORNING, CUT ON THE NORTH CORNER
 LF0386'AT THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF STEEL BRIDGE
 LF0386'NO. 112.8, 83.0 FEET SOUTH-SOUTHEAST OF BENCH MARK Z 209, 6.2
 LF0386'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 1.6 FEET
 LF0386'NORTHWEST OF THE SOUTHEAST FACE OF THE ABUTMENT, 0.3 FOOT
 LF0386'SOUTHWEST OF THE TOP OF THE NORTHEAST END OF THE ABUTMENT AND
 LF0386'0.4 FOOT SOUTHEAST OF THE NORTHWEST FACE OF THE ABUTMENT.
 LF0386'NOTE-- STEEL BRIDGE NO. 112.8 IS OVER THE BIG TARKIO DIVERSION
 LF0386'DITCH.
 LF0386
 LF0386                          STATION RECOVERY (1961)
 LF0386
 LF0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0880 ***********************************************************************
 HC0880  DESIGNATION -  EDGAR
 HC0880  PID         -  HC0880
 HC0880  STATE/COUNTY-  MO/PHELPS
 HC0880  USGS QUAD   -  EDGAR SPRINGS (1954)
 HC0880
 HC0880                         *CURRENT SURVEY CONTROL
 HC0880  ___________________________________________________________________
 HC0880* NAD 83(1997)-  37 42 25.66456(N)    091 52 01.53003(W)     ADJUSTED  
 HC0880* NAVD 88     -       370.943  (meters)    1217.00   (feet)  ADJUSTED  
 HC0880  ___________________________________________________________________
 HC0880  X           -    -164,620.928 (meters)                     COMP
 HC0880  Y           -  -5,049,963.870 (meters)                     COMP
 HC0880  Z           -   3,879,985.449 (meters)                     COMP
 HC0880  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 HC0880  ELLIP HEIGHT-         340.49  (meters)          (07/19/01) GPS OBS
 HC0880  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HC0880  DYNAMIC HT  -         370.656 (meters)    1216.06  (feet)  COMP
 HC0880  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 HC0880
 HC0880  HORZ ORDER  -  B
 HC0880  VERT ORDER  -  SECOND    CLASS II
 HC0880  ELLP ORDER  -  FOURTH    CLASS I
 HC0880
 HC0880.The horizontal coordinates were established by GPS observations
 HC0880.and adjusted by the National Geodetic Survey in July 2001..
 HC0880
 HC0880.The orthometric height was determined by differential leveling
 HC0880.and adjusted by the National Geodetic Survey in August 2001..
 HC0880
 HC0880.Photographs are available for this station.
 HC0880
 HC0880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HC0880
 HC0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0880
 HC0880.The ellipsoidal height was determined by GPS observations
 HC0880.and is referenced to NAD 83.
 HC0880
 HC0880.The geoid height was determined by GEOID03.
 HC0880
 HC0880.The dynamic height is computed by dividing the NAVD 88
 HC0880.geopotential number by the normal gravity value computed on the
 HC0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0880.degrees latitude (g = 980.6199 gals.).
 HC0880
 HC0880.The modeled gravity was interpolated from observed gravity values.
 HC0880
 HC0880;                    North         East     Units Scale Factor Converg.
 HC0880;SPC MO C     -   208,116.088   555,806.812   MT  0.99997168   +0 23 13.6
 HC0880;SPC MO E     -   208,807.252   129,454.145   MT  1.00011226   -0 50 10.5
 HC0880;UTM  15      - 4,173,925.084   599,862.246   MT  0.99972283   +0 41 34.7
 HC0880
 HC0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0880!SPC MO C     -   0.99994657  x   0.99997168  =   0.99991825
 HC0880!SPC MO E     -   0.99994657  x   1.00011226  =   1.00005883
 HC0880!UTM  15      -   0.99994657  x   0.99972283  =   0.99966942
 HC0880
 HC0880|---------------------------------------------------------------------|
 HC0880| PID    Reference Object                     Distance      Geod. Az  |
 HC0880|                                                           dddmmss.s |
 HC0880| AJ3109 EDGAR RM 1                            4.584 METERS 24509     |
 HC0880| AJ3108 EDGAR RM 2                           41.437 METERS 31547     |
 HC0880| AJ3110 CENSUS 2000                         115.091 METERS 33237     |
 HC0880| HC1101 EDGAR AZ MK                                        3500656.3 |
 HC0880|---------------------------------------------------------------------|
 HC0880
 HC0880                          SUPERSEDED SURVEY CONTROL
 HC0880
 HC0880  NAD 83(1997)-  37 42 25.66376(N)    091 52 01.52851(W) AD(       ) 2
 HC0880  NAD 83(1986)-  37 42 25.67760(N)    091 52 01.52563(W) AD(       ) 2
 HC0880  NAD 27      -  37 42 25.53000(N)    091 52 00.96200(W) AD(       ) 2
 HC0880
 HC0880.Superseded values are not recommended for survey control.
 HC0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0880.See file dsdata.txt to determine how the superseded data were derived.
 HC0880
 HC0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9986273925(NAD 83)
 HC0880_MARKER: DS = TRIANGULATION STATION DISK
 HC0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0880_STAMPING: EDGAR 1947
 HC0880_MARK LOGO: CGS   
 HC0880_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0880+STABILITY: SURFACE MOTION
 HC0880
 HC0880  HISTORY     - Date     Condition        Report By
 HC0880  HISTORY     - 1947     MONUMENTED       CGS
 HC0880  HISTORY     - 19840504 GOOD             NGS
 HC0880  HISTORY     - 20010501 GOOD             NGS
 HC0880
 HC0880                          STATION DESCRIPTION
 HC0880
 HC0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0880'STATION IS LOCATED ABOUT 0.3 MILE NORTH OF THE POST OFFICE IN
 HC0880'EDGAR SPRINGS, NEAR A STANDARD SERVICE FILLING STATION AND ABOUT
 HC0880'100 FT. EAST OF U.S. HIGHWAY NO 63.  IT IS 108 FT. EAST OF THE
 HC0880'APPROXIMATE CENTER LINE OF U.S. HIGHWAY NO 63, 73.8 FT. NORTH
 HC0880'OF THE NORTHWEST CORNER OF THE FILLING STATION BUILDING, 15.3
 HC0880'FT. SOUTH OF A FENCE AND 14.8 FT. SOUTH OF A WHITE WITNESS POST.
 HC0880'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HC0880'EDGAR 1947.
 HC0880'
 HC0880'REFERENCE MARK NO 1 IS 150.38 FT. WEST OF THE STATION, 42 FT.
 HC0880'WEST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY NO 63, 17.6
 HC0880'FT. NORTH OF A CORNER POST, 0.9 FT. EAST OF A FENCE AND 3.3
 HC0880'FT. SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 2
 HC0880'INCHES AND THE DISK IS STAMPED EDGAR NO 1 1947.
 HC0880'
 HC0880'REFERENCE MARK NO 2 IS 136.00 FT. NORTHWEST OF THE STATION, 44
 HC0880'FT. EAST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY NO
 HC0880'63 AND 1.2 FT. WEST OF A ROUND CORNER OF A FENCE.  THE MARK
 HC0880'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED EDGAR NO 2
 HC0880'1947.
 HC0880'
 HC0880'AZIMUTH MARK IS 0.2 MILE NORTH NORTH-WEST OF THE STATION,
 HC0880'42 FT. EAST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY
 HC0880'NO 63, 9.7 FT. SOUTH OF A TELEPHONE POLE, 5 FT. EAST OF A
 HC0880'FENCE AND 1.6 FT. SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 HC0880'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EDGAR 1947.
 HC0880'
 HC0880'TO REACH STATION FROM THE POST OFFICE IN EDGAR SPRINGS, GO
 HC0880'NORTH ON U.S. HIGHWAY NO 63 FOR 0.3 MILE TO A STANDARD SERVICE
 HC0880'FILLING STATION ON RIGHT AND ALSO STATION ON RIGHT OR EAST OF
 HC0880'HIGHWAY AS DESCRIBED.
 HC0880'
 HC0880'TO REACH AZIMUTH FROM STATION, CONTINUE NORTH ON U.S. HIGHWAY
 HC0880'NO 63 FOR 0.2 MILE TO AZIMUTH ON RIGHT OR EAST OF HIGHWAY AS
 HC0880'DESCRIBED.
 HC0880'
 HC0880'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC0880
 HC0880                          STATION RECOVERY (1984)
 HC0880
 HC0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HC0880'SURFACE STATION MARK, RM 1, 2 AND THE AZ MK WERE RECOVERED IN GOOD
 HC0880'CONDITION.  THE AZ MK IS OBSTRUCTED BY A HOUSE.  NO SUITABLE LOCATION
 HC0880'FOR AN AZ MK WAS FOUND BUT A NEW ALIGNMENT OF U.S HWY 63 IS BEING
 HC0880'BUILT TO THE W.  AFTER THE NEW HWY IS BUILT IT WLL PROBABLY BE
 HC0880'POSSIBLE TO SET A NEW AZ TO THE WNW.  THE ANGLE BETWEEN THE RMS AGREED
 HC0880'WITH 1947 DATA AS DID THE DISTANCES TO THE MARK.  A NEW DESCRIPTION
 HC0880'FOLLOWS.  THE STATION IS LOCATED IN EDGAR SPRINGS, 0.3 MI (0.5 KM) N
 HC0880'OF THE POST OFFICE ALONG OLD U.S HWY 63, AT A GASOLINE STATION AND ON
 HC0880'PROPERTY OWNED BY MR MARVIN MACE, ROUTE 1, BOX 3, EDGAR SPRINGS,
 HC0880'MISSOURI 65462.  MR MACE LIVES IN THE HOUSE JUST N OF THE STATION.
 HC0880' 
 HC0880'THE STATION IS A STANDARD CGS DISK STAMPED---EDGAR 1947---, SET INTO
 HC0880'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 HC0880'RECESSED 05 INCHES, 013 CM, BELOW THE GROUND. THE STATION IS LOCATED
 HC0880'108.0 FT (32.9 M) E FROM THE CENTERLINE OF THE HWY AND UNDER A
 HC0880'DRIVEWAY, 103.8 FT (31.6 M) SSE FROM THE SW CORNER OF A HOUSE, 41.0 FT
 HC0880'(12.5 M) SE FROM A POWERLINE POLE NUMBERED 23 36 11, 35.2 FT (10.7 M)
 HC0880'NNW FROM THE NW CORNER OF A METAL GARAGE BUILDING. RM NO 01, IS A
 HC0880'STANDARD CGS DISK STAMPED---EDGAR NO 1 1947---, SET INTO THE TOP OF A
 HC0880'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH
 HC0880'GROUND.  THE STATION IS LOCATED 61.8 FT (18.8 M) ESE FROM THE SE
 HC0880'CORNER OF A HOUSE, 40.0 FT (12.2 M) W FROM THE CENTERLINE OF THE ROAD,
 HC0880'14.9 FT (4.5 M) N FROM A TELEPHONE CABLE POLE.  RM NO 02, IS A
 HC0880'STANDARD CGS DISK STAMPED---EDGAR NO 2 1947---, SET INTO THE TOP OF A
 HC0880'SQUARE CONCRETE MONUMENT, 12 INCHES, (30 CM) IN DIAMETER, PROJECTING
 HC0880'03 INCHES, 008 CM, ABOVE THE GROUND. THE STATION IS LOCATED 62.5 FT
 HC0880'(19.1 M) WNW FROM THE SW CORNER OF THE HOUSE, 100.5 FT (30.6 M) NNW
 HC0880'FROM THE POWERLINE POLE NUMBERED 23 36 11, 45.0 FT (13.7 M) E FROM THE
 HC0880'CENTERLINE OF THE HWY, 1.0 FT (0.3 M) LOWER THAN THE STATION.
 HC0880
 HC0880                          STATION RECOVERY (2001)
 HC0880
 HC0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRD)
 HC0880'19.5 MILES (31.4 KM) SOUTH ALONG U.S.  HIGHWAY 63 FROM THE JUNCTION OF
 HC0880'KINGS HIGHWAY IN ROLLA, TO THE JUNCTION FOR COUNTY ROADS FF AND M,
 HC0880'THENCE 0.05 EAST ALONG COUNTY ROAD FF TO A Y JUNCTION, CONTINUE SOUTH
 HC0880'ALONG COUNTY ROAD FF FOR 0.05 MILE (0.08 KM) TO MARK ON LEFT UP A
 HC0880'GRAVEL DRIVEWAY AND ON THE RIGHT, ALSO CAN BE REACHED BY GOING 0.25
 HC0880'MILE (0.40 KM) NORTH ALONG COUNTY ROAD FF FROM THE POST OFFICE IN
 HC0880'EDGAR SPRINGS.  35.0 FT (10.7 M) NORTH OF NORTHWEST CORNER OF BUILDING
 HC0880'FOR A CAR WASH.  136.0 FT (41.5 M) EAST-SOUTHEAST OF BM EDGAR RM 2
 HC0880'117.5 FT (35.8 M) EAST OF CENTERLINE OF COUNTY ROAD FF, 40.7 FT (12.4
 HC0880'M) SOUTHEAST OF A POWER POLE WITH ONE TRANSFORMER AND NIGHT LIGHT AND
 HC0880'GUY WIRE NUMBER INTER COUNTY ELECTRIC 52013.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ3109 ***********************************************************************
 AJ3109  DESIGNATION -  EDGAR RM 1
 AJ3109  PID         -  AJ3109
 AJ3109  STATE/COUNTY-  MO/PHELPS
 AJ3109  USGS QUAD   -  EDGAR SPRINGS (1954)
 AJ3109
 AJ3109                         *CURRENT SURVEY CONTROL
 AJ3109  ___________________________________________________________________
 AJ3109* NAD 83(1986)-  37 42 26.     (N)    091 52 02.     (W)     SCALED    
 AJ3109* NAVD 88     -       369.873  (meters)    1213.49   (feet)  ADJUSTED  
 AJ3109  ___________________________________________________________________
 AJ3109  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AJ3109  DYNAMIC HT  -         369.588 (meters)    1212.56  (feet)  COMP
 AJ3109  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 AJ3109
 AJ3109  VERT ORDER  -  SECOND    CLASS II
 AJ3109
 AJ3109.The horizontal coordinates were scaled from a topographic map and have
 AJ3109.an estimated accuracy of +/- 6 seconds.
 AJ3109
 AJ3109.The orthometric height was determined by differential leveling
 AJ3109.and adjusted by the National Geodetic Survey in August 2001..
 AJ3109
 AJ3109.Photographs are available for this station.
 AJ3109
 AJ3109.The geoid height was determined by GEOID03.
 AJ3109
 AJ3109.The dynamic height is computed by dividing the NAVD 88
 AJ3109.geopotential number by the normal gravity value computed on the
 AJ3109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3109.degrees latitude (g = 980.6199 gals.).
 AJ3109
 AJ3109.The modeled gravity was interpolated from observed gravity values.
 AJ3109
 AJ3109;                    North         East    Units  Estimated Accuracy
 AJ3109;SPC MO C     -   208,130.      555,800.      MT  (+/- 180 meters Scaled)
 AJ3109
 AJ3109                          SUPERSEDED SURVEY CONTROL
 AJ3109
 AJ3109.No superseded survey control is available for this station.
 AJ3109
 AJ3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB998739(NAD 83)
 AJ3109_MARKER: DR = REFERENCE MARK DISK
 AJ3109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3109_STAMPING: EDGAR NO 1 1947
 AJ3109_MARK LOGO: CGS   
 AJ3109_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3109+STABILITY: SURFACE MOTION
 AJ3109
 AJ3109  HISTORY     - Date     Condition        Report By
 AJ3109  HISTORY     - 1947     MONUMENTED       CGS
 AJ3109  HISTORY     - 19840504 GOOD             NGS
 AJ3109  HISTORY     - 20010501 GOOD             NGS
 AJ3109
 AJ3109                          STATION DESCRIPTION
 AJ3109
 AJ3109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AJ3109'RM O 01, IS A STANDARD CGS DISK STAMPED---EDGAR NO 1 1947---, SET INTO
 AJ3109'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 AJ3109'FLUSH WITH GROUND.  THE STATION IS LOCATED 61.8 FT (18.8 M) ESE FROM
 AJ3109'THE SE CORNER OF A HOUSE, 40.0 FT (12.2 M) W FROM THE CENTERLINE OF
 AJ3109'THE ROAD, 14.9 FT (4.5 M) N FROM A TELEPHONE CABLE POLE.
 AJ3109
 AJ3109                          STATION RECOVERY (2001)
 AJ3109
 AJ3109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRD)
 AJ3109'19.5 MILES (31.4 KM) SOUTH ALONG U.S.  HIGHWAY 63 FROM THE JUNCTION OF
 AJ3109'KINGS HIGHWAY IN ROLLA, TO THE JUNCTION FOR COUNTY ROADS FF AND M,
 AJ3109'THENCE 0.05 MILE (0.08 KM) EAST ALONG COUNTY ROAD FF TO A Y JUNCTION,
 AJ3109'CONTINUE 0.05 MILE (0.08 KM) SOUTH ALONG COUNTY ROAD FF TO MARK ON
 AJ3109'RIGHT, ALSO CAN BE REACHED BY GOING 0.25 MI, (0.40 KM) NORTH ALONG
 AJ3109'COUNTY ROAD FF FROM THE POST OFFICE IN EDGAR SPRINGS.  40.0 FT (12.2
 AJ3109'M) WEST OF CENTERLINE OF COUNTY ROAD FF 14.5 FT (4.4 M) NORTH OF A
 AJ3109'POWER POLE WITH GUY WIRE 81.8 FT (24.9 M) SOUTH OF CENTERLINE OF A
 AJ3109'EAST-WEST DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ3108 ***********************************************************************
 AJ3108  DESIGNATION -  EDGAR RM 2
 AJ3108  PID         -  AJ3108
 AJ3108  STATE/COUNTY-  MO/PHELPS
 AJ3108  USGS QUAD   -  EDGAR SPRINGS (1954)
 AJ3108
 AJ3108                         *CURRENT SURVEY CONTROL
 AJ3108  ___________________________________________________________________
 AJ3108* NAD 83(1997)-  37 42 26.62783(N)    091 52 02.70977(W)     ADJUSTED  
 AJ3108* NAVD 88     -       369.808  (meters)    1213.28   (feet)  ADJUSTED  
 AJ3108  ___________________________________________________________________
 AJ3108  X           -    -164,649.190 (meters)                     COMP
 AJ3108  Y           -  -5,049,943.879 (meters)                     COMP
 AJ3108  Z           -   3,880,008.255 (meters)                     COMP
 AJ3108  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AJ3108  ELLIP HEIGHT-         339.36  (meters)          (07/19/01) GPS OBS
 AJ3108  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AJ3108  DYNAMIC HT  -         369.522 (meters)    1212.34  (feet)  COMP
 AJ3108  MODELED GRAV-     979,846.6   (mgal)                       NAVD 88
 AJ3108
 AJ3108  HORZ ORDER  -  B
 AJ3108  VERT ORDER  -  SECOND    CLASS II
 AJ3108  ELLP ORDER  -  FOURTH    CLASS I
 AJ3108
 AJ3108.The horizontal coordinates were established by GPS observations
 AJ3108.and adjusted by the National Geodetic Survey in July 2001..
 AJ3108
 AJ3108.The orthometric height was determined by differential leveling
 AJ3108.and adjusted by the National Geodetic Survey in August 2001..
 AJ3108
 AJ3108.Photographs are available for this station.
 AJ3108
 AJ3108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3108
 AJ3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3108
 AJ3108.The ellipsoidal height was determined by GPS observations
 AJ3108.and is referenced to NAD 83.
 AJ3108
 AJ3108.The geoid height was determined by GEOID03.
 AJ3108
 AJ3108.The dynamic height is computed by dividing the NAVD 88
 AJ3108.geopotential number by the normal gravity value computed on the
 AJ3108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3108.degrees latitude (g = 980.6199 gals.).
 AJ3108
 AJ3108.The modeled gravity was interpolated from observed gravity values.
 AJ3108
 AJ3108;                    North         East     Units Scale Factor Converg.
 AJ3108;SPC MO C     -   208,145.590   555,777.716   MT  0.99997164   +0 23 12.9
 AJ3108;UTM  15      - 4,173,954.423   599,833.000   MT  0.99972276   +0 41 34.0
 AJ3108
 AJ3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3108!SPC MO C     -   0.99994675  x   0.99997164  =   0.99991839
 AJ3108!UTM  15      -   0.99994675  x   0.99972276  =   0.99966953
 AJ3108
 AJ3108|---------------------------------------------------------------------|
 AJ3108| PID    Reference Object                     Distance      Geod. Az  |
 AJ3108|                                                           dddmmss.s |
 AJ3108| AJ3110 CENSUS 2000                          76.379 METERS 34140     |
 AJ3108|---------------------------------------------------------------------|
 AJ3108
 AJ3108                          SUPERSEDED SURVEY CONTROL
 AJ3108
 AJ3108  NAVD 88 (07/19/01)  369.81   (m)         1213.3    (f) LEVELING    3  
 AJ3108
 AJ3108.Superseded values are not recommended for survey control.
 AJ3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3108.See file dsdata.txt to determine how the superseded data were derived.
 AJ3108
 AJ3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9983373954(NAD 83)
 AJ3108_MARKER: DR = REFERENCE MARK DISK
 AJ3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3108_STAMPING: EDGAR NO 2 1947
 AJ3108_MARK LOGO: CGS   
 AJ3108_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3108+STABILITY: SURFACE MOTION
 AJ3108
 AJ3108  HISTORY     - Date     Condition        Report By
 AJ3108  HISTORY     - 1947     MONUMENTED       CGS
 AJ3108  HISTORY     - 19840504 GOOD             NGS
 AJ3108  HISTORY     - 20010501 GOOD             NGS
 AJ3108
 AJ3108                          STATION DESCRIPTION
 AJ3108
 AJ3108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AJ3108'RM NO 02, IS A STANDARD CGS DISK STAMPED---EDGAR NO 2 1947---, SET
 AJ3108'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 AJ3108'DIAMETER, PROJECTING 03 INCHES, 008 CM, ABOVE THE GROUND.  THE STATION
 AJ3108'IS LOCATED 62.5 FT (19.1 M) WNW FROM THE SW CORNER OF THE HOUSE, 100.5
 AJ3108'FT (30.6 M) NNW FROM THE POWERLINE POLE NUMBERED 23 36 11, 45.0 FT
 AJ3108'(13.7 M) E FROM THE CENTERLINE OF THE HWY, AND 1.0 FT (0.3 M) LOWER
 AJ3108'THAN THE STATION.
 AJ3108
 AJ3108                          STATION RECOVERY (2001)
 AJ3108
 AJ3108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRD)
 AJ3108'19.5 MILES (31.4 KM) SOUTH ALONG U.S.  HIGHWAY 63 FROM THE JUNCTION OF
 AJ3108'KINGS HIGHWAY IN ROLLA TO THE JUNCTION FOR COUNTY ROADS FF AND M,
 AJ3108'THENCE 0.05 MILE (0.08 KM) EAST ALONG COUNTY ROAD FF TO A Y JUNCTION
 AJ3108'CONTINUE 0.05 MILE (0.08 KM) SOUTH ALONG COUNTY ROAD FF TO BM ON LEFT,
 AJ3108'IN THE YARD FOR THE RESIDENCE FOR 160 BROADWAY, ALSO CAN BE REACHED BY
 AJ3108'GOING 0.25 MI (0.40 KM) NORTH ALONG COUNTY ROAD FF FROM THE POST
 AJ3108'OFFICE IN EDGAR SPRINGS.  45.3 FT (13.8 M) EAST OF CENTERLINE OF
 AJ3108'COUNTY ROAD FF.  62.0 FT (18.9 M) WEST OF SOUTHWEST CORNER OF A BROWN
 AJ3108'HOUSE AND NUMBER 160 BROADWAY, 100.8 FT (30.7 M) NORTHWEST OF A POWER
 AJ3108'POLE WITH ONE TRANSFORMER AND NIGHT LIGHT AND ONE GUY WIRE NUMBER
 AJ3108'INTER COUNTY ELECTRIC 52013.  1.7 FT (0.5 M) NORTH OF A PLASTRIC ROUND
 AJ3108'PIPE WITH NOTICE OF BURIED CABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1053 ***********************************************************************
 HC1053  DESIGNATION -  EDGEHILL
 HC1053  PID         -  HC1053
 HC1053  STATE/COUNTY-  MO/REYNOLDS
 HC1053  USGS QUAD   -  EDGEHILL (1968)
 HC1053
 HC1053                         *CURRENT SURVEY CONTROL
 HC1053  ___________________________________________________________________
 HC1053* NAD 83(1997)-  37 35 04.99311(N)    090 58 17.41231(W)     ADJUSTED  
 HC1053* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 HC1053  ___________________________________________________________________
 HC1053  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 HC1053  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HC1053
 HC1053  HORZ ORDER  -  THIRD
 HC1053
 HC1053.The horizontal coordinates were established by classical geodetic methods
 HC1053.and adjusted by the National Geodetic Survey in February 2000..
 HC1053
 HC1053.The orthometric height was scaled from a topographic map.
 HC1053
 HC1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1053
 HC1053.The geoid height was determined by GEOID03.
 HC1053
 HC1053;                    North         East     Units Scale Factor Converg.
 HC1053;SPC MO E     -   194,446.860   208,356.906   MT  0.99995469   -0 17 15.3
 HC1053;UTM  15      - 4,161,674.775   679,105.863   MT  0.99999514   +1 14 15.3
 HC1053
 HC1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1053!SPC MO E     -   0.99994643  x   0.99995469  =   0.99990112
 HC1053!UTM  15      -   0.99994643  x   0.99999514  =   0.99994157
 HC1053
 HC1053:                Primary Azimuth Mark                     Grid Az
 HC1053:SPC MO E     -  EDGEHILL AZ MK                           110 18 16.6
 HC1053:UTM  15      -  EDGEHILL AZ MK                           108 46 46.0
 HC1053
 HC1053|---------------------------------------------------------------------|
 HC1053| PID    Reference Object                     Distance      Geod. Az  |
 HC1053|                                                           dddmmss.s |
 HC1053| CI4358 EDGEHILL AZ MK                                     1100101.3 |
 HC1053| CI4359 EDGEHILL RM 1                        15.590 METERS 22611     |
 HC1053| CI4360 EDGEHILL RM 2                        19.059 METERS 34712     |
 HC1053|---------------------------------------------------------------------|
 HC1053
 HC1053                          SUPERSEDED SURVEY CONTROL
 HC1053
 HC1053  NAD 83(1986)-  37 35 05.00672(N)    090 58 17.41156(W) AD(       ) 3
 HC1053  NAD 27      -  37 35 04.85100(N)    090 58 16.94400(W) AD(       ) 3
 HC1053
 HC1053.Superseded values are not recommended for survey control.
 HC1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1053.See file dsdata.txt to determine how the superseded data were derived.
 HC1053
 HC1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB7910661675(NAD 83)
 HC1053_MARKER: DS = TRIANGULATION STATION DISK
 HC1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1053
 HC1053  HISTORY     - Date     Condition        Report By
 HC1053  HISTORY     - 1956     MONUMENTED       CGS
 HC1053
 HC1053                          STATION DESCRIPTION
 HC1053
 HC1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1053'STATION IS LOCATED, AIRLINE, ABOUT 19 MILES WEST OF IRONTON,
 HC1053'9-1/2 MILES SOUTHEAST OF BIXBY, 1.4 MILES SOUTH OF THE IRON-REYNOLDS
 HC1053'COUNTY LINE AND ON A LOW TIMBERED RIDGE THAT RUNS NORTHWEST AND
 HC1053'SOUTHEAST.
 HC1053'
 HC1053'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE IN THE
 HC1053'VILLAGE OF EAST END GO SOUTH FOR 0.05 MILE TO STATE HIGHWAY 32,
 HC1053'TURN RIGHT ON 32 AND GO 0.35 MILE TO STATE HIGHWAY 49 ON THE LEFT,
 HC1053'TURN LEFT ON 49 AND GO 6.8 MILES TO A CONCRETE SLAB ACROSS A
 HC1053'CREEK, CONTINUE ON 49 FOR 1.2 MILES TO A NARROW T ROAD
 HC1053'ON THE RIGHT, TURN RIGHT AND GO WEST AND SOUTHERLY FOR 0.4 MILES
 HC1053'TO A CREEK FORD, FORD THE CREEK AND GO 0.05 MILE, TURN LEFT AND
 HC1053'GO 1.3 MILES TO THE TOP OF THE DIVIDE AND A DIM ROAD ON THE
 HC1053'RIGHT, TURN RIGHT ON THE DIM ROAD AND GO 0.1 MILE TO THE AZIMUTH
 HC1053'MARK ON THE RIGHT, CONTINUE UP GRADE FOR 0.2 MILE TO THE
 HC1053'STATION ON THE HIGHEST PART OF THE RIDGE ON THE LEFT OF
 HC1053'THE ROAD.
 HC1053'
 HC1053'STATION MARK, STAMPED EDGEHILL 1956, IS A STANDARD DISK SET IN
 HC1053'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 HC1053'IT IS 24.0 FEET WEST OF AN 18 INCH OAK TREE WITH A TRIANGULAR
 HC1053'BLAZE AND 2.0 FEET NORTH NORTHWEST OF A WITNESS POST.
 HC1053'
 HC1053'REFERENCE MARK NUMBER 1, STAMPED EDGEHILL NO 1 1956, IS A
 HC1053'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 18 BY 12 INCHES
 HC1053'AND PROJECTING 2 INCHES.  IT IS AT ABOUT THE SAME ELEVATION AS
 HC1053'THE STATION.
 HC1053'
 HC1053'REFERENCE MARK NUMBER 2, STAMPED EDGEHILL NO 2 1956, IS A STANDARD
 HC1053'DISK CEMENTED IN A DRILL HOLE IN A BOULDER 12 INCHES SQUARE AND
 HC1053'PROJECTING 2 INCHES.  IT IS ABOUT 18 INCHES LOWER THAN THE STATION.
 HC1053'
 HC1053'AZIMUTH MARK, STAMPED EDGEHILL 1956, IS A STANDARD DISK CEMENTED IN
 HC1053'A DRILL HOLE IN A BOULDER 12 BY 10 INCHES AND PROJECTING 3 INCHES.
 HC1053'IT IS 18.0 FEET NORTHWEST OF THE CENTERLINE OF THE DIM TRACK ROAD,
 HC1053'12.0 FEET NORTH OF A 2 FOOT OAK TREE WITH A TRIANGULAR BLAZE
 HC1053'AND 2.0 FEET SOUTHWEST OF A 1 FOOT CAIRN.
 HC1053'
 HC1053'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0462 ***********************************************************************
 LE0462  DESIGNATION -  EDINA
 LE0462  PID         -  LE0462
 LE0462  STATE/COUNTY-  MO/KNOX
 LE0462  USGS QUAD   -  EDINA (1965)
 LE0462
 LE0462                         *CURRENT SURVEY CONTROL
 LE0462  ___________________________________________________________________
 LE0462* NAD 83(1997)-  40 09 38.81913(N)    092 07 51.20654(W)     ADJUSTED  
 LE0462* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 LE0462  ___________________________________________________________________
 LE0462  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 LE0462  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LE0462
 LE0462  HORZ ORDER  -  FIRST
 LE0462
 LE0462.The horizontal coordinates were established by classical geodetic methods
 LE0462.and adjusted by the National Geodetic Survey in February 2000..
 LE0462
 LE0462.The orthometric height was scaled from a topographic map.
 LE0462
 LE0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0462
 LE0462.The geoid height was determined by GEOID03.
 LE0462
 LE0462;                    North         East     Units Scale Factor Converg.
 LE0462;SPC MO C     -   480,365.308   531,443.556   MT  0.99994550   +0 14 17.0
 LE0462;SPC MO E     -   481,575.436   111,065.210   MT  1.00017088   -1 03 07.1
 LE0462;UTM  15      - 4,445,964.864   574,013.101   MT  0.99966743   +0 33 38.0
 LE0462
 LE0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0462!SPC MO C     -   0.99996698  x   0.99994550  =   0.99991248
 LE0462!SPC MO E     -   0.99996698  x   1.00017088  =   1.00013786
 LE0462!UTM  15      -   0.99996698  x   0.99966743  =   0.99963442
 LE0462
 LE0462:                Primary Azimuth Mark                     Grid Az
 LE0462:SPC MO C     -  EDINA AZ MK                              001 00 43.7
 LE0462:SPC MO E     -  EDINA AZ MK                              002 18 07.8
 LE0462:UTM  15      -  EDINA AZ MK                              000 41 22.7
 LE0462
 LE0462|---------------------------------------------------------------------|
 LE0462| PID    Reference Object                     Distance      Geod. Az  |
 LE0462|                                                           dddmmss.s |
 LE0462| CL8432 EDINA AZ MK                                        0011500.7 |
 LE0462| CL8433 EDINA RM 1                           37.667 METERS 05506     |
 LE0462| LE0461 EDINA MUNICIPAL TANK                APPROX. 3.7 KM 2852757.1 |
 LE0462| LE0460 EDINA ST JOSEPHS CATH CH SPIRE      APPROX. 3.8 KM 2881920.2 |
 LE0462| CL8434 EDINA RM 2                           37.920 METERS 29802     |
 LE0462|---------------------------------------------------------------------|
 LE0462
 LE0462                          SUPERSEDED SURVEY CONTROL
 LE0462
 LE0462  NAD 83(1997)-  40 09 38.81876(N)    092 07 51.21201(W) AD(       ) 1
 LE0462  NAD 83(1997)-  40 09 38.81878(N)    092 07 51.21188(W) AD(       ) 1
 LE0462  NAD 83(1986)-  40 09 38.82522(N)    092 07 51.21727(W) AD(       ) 1
 LE0462  NAD 27      -  40 09 38.68670(N)    092 07 50.56440(W) AD(       ) 1
 LE0462
 LE0462.Superseded values are not recommended for survey control.
 LE0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0462.See file dsdata.txt to determine how the superseded data were derived.
 LE0462
 LE0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE7401345965(NAD 83)
 LE0462_MARKER: DS = TRIANGULATION STATION DISK
 LE0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0462
 LE0462  HISTORY     - Date     Condition        Report By
 LE0462  HISTORY     - 1934     MONUMENTED       CGS
 LE0462  HISTORY     - 1934     GOOD             CGS
 LE0462  HISTORY     - 1967     GOOD             CGS
 LE0462
 LE0462                          STATION DESCRIPTION
 LE0462
 LE0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0462'THIS STATION IS ABOUT 2 MILES ESE OF EDINA, IN THE MIDDLE OF
 LE0462'THE W 1/2 SEC. 21, T 62 N, R 11 W, ON LAND BETWEEN THE QUINCY,
 LE0462'OMAHA, AND KANSAS CITY RAILROAD, AND THE E-W ROAD WHICH
 LE0462'PARALLELS IT, AND 100 YARDS E OF A T-ROAD S.  THE MARK IS 66
 LE0462'FEET SE OF A LONE 10-INCH POPLAR TREE, 52 FEET S OF THE CENTER
 LE0462'LINE OF THE E-W ROAD, 48 FEET N OF THE N RAIL OF THE RAILROAD,
 LE0462'AND PROJECTS 3 INCHES.
 LE0462'
 LE0462'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN THE
 LE0462'TOPS OF CONCRETE CYLINDERS.
 LE0462'
 LE0462'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LE0462'
 LE0462'REFERENCE MARK NO. 1 IS NE OF THE STATION, IN THE N RIGHT-OF-WAY
 LE0462'FENCE OF THE ROAD, 211.33 FEET E OF REFERENCE MARK NO. 2, AND
 LE0462'PROJECTS 3 INCHES.
 LE0462'
 LE0462'REFERENCE MARK NO. 2 IS NW OF THE STATION, IN THE N RIGHT-OF-WAY
 LE0462'FENCE OF THE ROAD, AND PROJECTS 4 INCHES.
 LE0462'
 LE0462'AZIMUTH MARK IS N OF THE STATION, 1-FOOT N OF THE S RIGHT-OF-WAY
 LE0462'FENCE OF STATE ROUTE 6, 200 YARDS E OF A SCHOOLHOUSE, ACROSS
 LE0462'ROAD FROM A LARGE FARMHOUSE, AND PROJECTS 2 INCHES.
 LE0462'
 LE0462'TO REACH FROM THE SE CORNER OF THE SQUARE IN EDINA, GO E ON
 LE0462'STATE ROUTE 6, 1.35 MILE, TURN S ON T-ROAD, AND GO S AND E
 LE0462'1.1 MILES TO THE STATION, JUST PAST THE T-ROAD S.
 LE0462'
 LE0462'ALL LIGHTS COME INTO VIEW AT 100 FEET.
 LE0462
 LE0462                          STATION RECOVERY (1934)
 LE0462
 LE0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0462'STATION RECOVERED, ALL MARKS IN GOOD CONDITION.
 LE0462
 LE0462                          STATION RECOVERY (1967)
 LE0462
 LE0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0462'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LE0462'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LE0462'
 LE0462'STATION MARK WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS
 LE0462'SET 1 FOOT WEST OF THE MARK.
 LE0462'
 LE0462'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 LE0462'DESCRIBED.
 LE0462'
 LE0462'AZIMUTH MARK IS 48.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 LE0462'6, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A WITNESS POST, AND
 LE0462'PROJECTS 2 INCHES.
 LE0462'
 LE0462'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 LE0462'SQUARE IN EDINA, GO EAST ON STATE HIGHWAY 6 FOR 1.3 MILE TO THE
 LE0462'JUNCTION OF COUNTY ROAD D.  (CONTINUE EAST ON STATE HIGHWAY 6 FOR
 LE0462'0.9 MILE TO A LARGE HOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE
 LE0462'RIGHT.) TURN RIGHT AND GO SOUTH ON COUNTY ROAD D FOR 1.1 MILE TO
 LE0462'A GRAVELED EAST-WEST ROAD AND WHERE COUNTY ROAD D CROSSES RAILROAD
 LE0462'TRACK AND THE STATION IS ABOUT 300 YARD EAST OF THIS POINT BETWEEN
 LE0462'THE ROAD AND RAILROAD TRACK.
 LE0462'
 LE0462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 LE0462'EAST-SOUTHEAST OF EDINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0851 ***********************************************************************
 LD0851  DESIGNATION -  EDINA EAST BASE
 LD0851  PID         -  LD0851
 LD0851  STATE/COUNTY-  MO/KNOX
 LD0851  USGS QUAD   -  DEER RIDGE (1951)
 LD0851
 LD0851                         *CURRENT SURVEY CONTROL
 LD0851  ___________________________________________________________________
 LD0851* NAD 83(1997)-  40 08 02.79216(N)    091 59 00.19279(W)     ADJUSTED  
 LD0851* NAVD 88     -       231.     (meters)     758.     (feet)  SCALED    
 LD0851  ___________________________________________________________________
 LD0851  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 LD0851  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LD0851
 LD0851  HORZ ORDER  -  FIRST
 LD0851
 LD0851.The horizontal coordinates were established by classical geodetic methods
 LD0851.and adjusted by the National Geodetic Survey in February 2000..
 LD0851
 LD0851.The orthometric height was scaled from a topographic map.
 LD0851
 LD0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0851
 LD0851.The geoid height was determined by GEOID03.
 LD0851
 LD0851;                    North         East     Units Scale Factor Converg.
 LD0851;SPC MO C     -   477,466.294   544,026.329   MT  0.99995719   +0 19 58.8
 LD0851;SPC MO E     -   478,393.323   123,582.039   MT  1.00013000   -0 57 22.6
 LD0851;UTM  15      - 4,443,137.467   586,608.567   MT  0.99969234   +0 39 19.2
 LD0851
 LD0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0851!SPC MO C     -   0.99996886  x   0.99995719  =   0.99992605
 LD0851!SPC MO E     -   0.99996886  x   1.00013000  =   1.00009886
 LD0851!UTM  15      -   0.99996886  x   0.99969234  =   0.99966121
 LD0851
 LD0851|---------------------------------------------------------------------|
 LD0851| PID    Reference Object                     Distance      Geod. Az  |
 LD0851|                                                           dddmmss.s |
 LD0851| CL8438 EDINA EAST BASE RM 3                 27.181 METERS 02101     |
 LD0851| CL8436 EDINA EAST BASE RM 1                 29.002 METERS 04958     |
 LD0851| CL8437 EDINA EAST BASE RM 2                 46.193 METERS 28936     |
 LD0851| CL8435 EDINA EAST BASE AZ MK                              2953639.7 |
 LD0851|---------------------------------------------------------------------|
 LD0851
 LD0851                          SUPERSEDED SURVEY CONTROL
 LD0851
 LD0851  NAD 83(1997)-  40 08 02.79093(N)    091 59 00.19926(W) AD(       ) 1
 LD0851  NAD 83(1997)-  40 08 02.79088(N)    091 59 00.19901(W) AD(       ) 1
 LD0851  NAD 83(1986)-  40 08 02.79879(N)    091 59 00.20336(W) AD(       ) 1
 LD0851  NAD 27      -  40 08 02.65410(N)    091 58 59.56730(W) AD(       ) 1
 LD0851
 LD0851.Superseded values are not recommended for survey control.
 LD0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0851.See file dsdata.txt to determine how the superseded data were derived.
 LD0851
 LD0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE8660943137(NAD 83)
 LD0851_MARKER: DS = TRIANGULATION STATION DISK
 LD0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0851_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0851
 LD0851  HISTORY     - Date     Condition        Report By
 LD0851  HISTORY     - 1934     MONUMENTED       CGS
 LD0851  HISTORY     - 1934     GOOD             MOGS
 LD0851  HISTORY     - 1967     GOOD             CGS
 LD0851
 LD0851                          STATION DESCRIPTION
 LD0851
 LD0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0851'STATION IS ABOUT 1-1/2 MILES ESE OF KNOX CITY.  IN THE NW
 LD0851'1/4 SEC. 35, T 62 N, R 10 W, ON LAND BETWEEN STATE HIGHWAY
 LD0851'6 AND THE QUINCY, OMAHA, AND KANSAS CITY RAILROAD.  THE
 LD0851'MARK IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY 6.  400 FEET
 LD0851'E OF A LONE ELM ON THE RIGHT-OF-WAY LINE BETWEEN THE ROAD AND
 LD0851'THE RAILROAD.  17 FEET E OF A HIGHWAY RIGHT-OF-WAY CONCRETE
 LD0851'MARKER POST.  41 FEET SSW OF THE CENTER LINE OF STATE HIGHWAY
 LD0851'6.  56.9 FEET NNE OF THE N RAIL OF THE RAILROAD.  AND PROJECTS
 LD0851'10 INCHES.
 LD0851'
 LD0851'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0851'BRONZE DISKS SET IN CONCRETE.
 LD0851'
 LD0851'REFERENCE MARK NO. 1 IS NE OF THE STATION.  3 FEET S OF THE
 LD0851'N RIGHT-OF-WAY LINE OF STATE HIGHWAY 6.  63 FEET W OF A TELEPHONE
 LD0851'POLE.  215.84 FEET E OF REFERENCE MARK NO. 2.  AND PROJECTS
 LD0851'8 INCHES.
 LD0851'
 LD0851'REFERENCE MARK NO. 2 IS WNW OF THE STATION.  3 FEET N OF THE
 LD0851'RIGHT-OF-WAY LINE BETWEEN THE ROAD AND THE RAILROAD.  AND
 LD0851'PROJECTS 8 INCHES.
 LD0851'
 LD0851'AZIMUTH MARK IS WNW OF THE STATION.  IN THE N RIGHT-OF-WAY
 LD0851'FENCE OF STATE HIGHWAY 6.  230 FEET NW OF RAILROAD MILEPOST
 LD0851'Q36.  AND PROJECTS 14 INCHES.
 LD0851'
 LD0851'TO REACH FROM THE CHURCH IN THE EASTERN PART OF KNOX CITY
 LD0851'GO ESE ON STATE HIGHWAY 6.  1.5 MILES TO THE STATION.
 LD0851'
 LD0851'ALL LIGHTS CAME INTO VIEW AT 32 FEET.
 LD0851
 LD0851                          STATION RECOVERY (1934)
 LD0851
 LD0851'RECOVERY NOTE BY MISSOURI GEODETIC SURVEY 1934
 LD0851'ALL MARKS RECOVERED, AND FOUND TO BE IN EXCELLENT CONDITION.
 LD0851'ALL MARKS ARE ROUND, PROJECTING FROM 8 TO 10 INCHES.
 LD0851'
 LD0851'EDINA EAST BASE IS 17.36 METERS N OF THE N RAIL.
 LD0851'
 LD0851'REFERENCE MARK NO. 1 IS 45.3 FEET N OF CENTER LINE OF STATE
 LD0851'HIGHWAY 6.
 LD0851'
 LD0851'REFERENCE MARK NO. 2 IS 14.41 METERS NNE OF THE N RAIL OF THE
 LD0851'QUINCY, OMAHA AND KANSAS CITY RAILROAD, AND 15.0 METERS S OF
 LD0851'THE CENTER LINE OF STATE HIGHWAY 6.
 LD0851'
 LD0851'AZIMUTH MARK IS 144.7 FEET N OF THE N RAIL OF THE QUINCY,
 LD0851'OMAHA AND KANSAS CITY RAILROAD AND 49.5 FEET N OF THE CENTER
 LD0851'LINE OF STATE HIGHWAY 6.
 LD0851
 LD0851                          STATION RECOVERY (1967)
 LD0851
 LD0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LD0851'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 LD0851'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 LD0851'NO. 1 WAS FOUND DESTROYED.
 LD0851'
 LD0851'REFERENCE MARK NO. 3 WAS SET.
 LD0851'
 LD0851'FOLLOWING IS A NEW DESCRIPTION.
 LD0851'
 LD0851'TO REACH THE STATION FROM THE METHODIST CHURCH IN KNOX CITY,
 LD0851'GO EAST, SOUTHEAST, AND EAST ON STATE HIGHWAY 6 FOR 1.1 MILES
 LD0851'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON STATE
 LD0851'HIGHWAY 6 FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 LD0851'
 LD0851'STATION MARK, A STANDARD DISK STAMPED EDINA EAST BASE 1934,
 LD0851'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 LD0851'THE SURFACE OF THE GROUND.  IT IS 57 FEET NORTH OF THE NORTH
 LD0851'RAIL OF RAILROAD TRACK, 41 FEET SOUTH OF THE CENTERLINE OF
 LD0851'STATE HIGHWAY 6, 19.5 FEET EAST-NORTHEAST OF A CONCRETE
 LD0851'RIGHT-OF-WAY POST, AND 1 FOOT WEST OF A METAL WITNESS POST.
 LD0851'THE UNDERGROUND MARK WAS NOT INSPECTED.
 LD0851'
 LD0851'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EDINA EAST
 LD0851'BASE NO. 2 1934, IS SET IN THE TOP OF A ROUND CONCRETE POST
 LD0851'WHICH PROJECTS 8 INCHES.  IT IS 56.5 FEET EAST OF A POWERLINE
 LD0851'POLE, 51 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 6, AND
 LD0851'47.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK.
 LD0851'
 LD0851'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED EDINA EAST
 LD0851'BASE 1934 NO. 3 1967, IS SET IN THE TOP OF A ROUND CONCRETE
 LD0851'POST WHICH PROJECTS 4 INCHES.  IT IS 48 FEET NORTH OF THE
 LD0851'CENTERLINE OF STATE HIGHWAY 6, 40.5 FEET EAST OF A TELEPHONE
 LD0851'POLE, AND 1 FOOT SOUTH OF A FENCE.
 LD0851'
 LD0851'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED EDINA EAST
 LD0851'BASE AZIMUTH 1934, IS SET IN THE TOP OF A ROUND CONCRETE
 LD0851'POST WHICH PROJECTS 12 INCHES.  IT IS 48 FEET NORTH-NORTHEAST
 LD0851'OF THE CENTERLINE OF STATE HIGHWAY 6, 44 FEET WEST-NORTHWEST
 LD0851'OF A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, AND 1 FOOT EAST
 LD0851'OF A METAL WITNESS POST.
 LD0851'
 LD0851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 LD0851'EAST OF KNOX CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0461 ***********************************************************************
 LE0461  DESIGNATION -  EDINA MUNICIPAL TANK
 LE0461  PID         -  LE0461
 LE0461  STATE/COUNTY-  MO/KNOX
 LE0461  USGS QUAD   -  EDINA (1965)
 LE0461
 LE0461                         *CURRENT SURVEY CONTROL
 LE0461  ___________________________________________________________________
 LE0461* NAD 83(1997)-  40 10 10.40095(N)    092 10 20.12264(W)     ADJUSTED  
 LE0461* NAVD 88     -                                                        
 LE0461  ___________________________________________________________________
 LE0461  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LE0461  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LE0461
 LE0461  HORZ ORDER  -  THIRD
 LE0461
 LE0461.The horizontal coordinates were established by classical geodetic methods
 LE0461.and adjusted by the National Geodetic Survey in February 2000..
 LE0461
 LE0461
 LE0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0461
 LE0461.The geoid height was determined by GEOID03.
 LE0461
 LE0461;                    North         East     Units Scale Factor Converg.
 LE0461;SPC MO C     -   481,325.530   527,916.118   MT  0.99994292   +0 12 41.1
 LE0461;UTM  15      - 4,446,904.951   570,481.302   MT  0.99966115   +0 32 02.3
 LE0461
 LE0461                          SUPERSEDED SURVEY CONTROL
 LE0461
 LE0461  NAD 83(1997)-  40 10 10.40080(N)    092 10 20.12836(W) AD(       ) 4
 LE0461  NAD 83(1997)-  40 10 10.40084(N)    092 10 20.12818(W) AD(       ) 4
 LE0461  NAD 83(1986)-  40 10 10.40703(N)    092 10 20.13373(W) AD(       ) 4
 LE0461  NAD 27      -  40 10 10.27100(N)    092 10 19.48700(W) AD(       ) 3
 LE0461
 LE0461.Superseded values are not recommended for survey control.
 LE0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0461.See file dsdata.txt to determine how the superseded data were derived.
 LE0461
 LE0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE7048146905(NAD 83)
 LE0461_MARKER: 53 = ELEVATED TANK
 LE0461
 LE0461  HISTORY     - Date     Condition        Report By
 LE0461  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0461
 LE0461                          STATION DESCRIPTION
 LE0461
 LE0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0461'STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL STEEL,
 LE0461'MUNICIPAL WATER TANK AT EDINA.  THE SIDES OF THE TANK ARE PAINTED
 LE0461'WHITE AND THE TOP AND BOTTOM PAINTED BLACK.  THE TANK IS IN THE
 LE0461'LOT AT THE NE CORNER OF MAIN STREET AND CLAY STREET.  IT IS N AND
 LE0461'ACROSS THE STREET FROM THE EDINA HIGH SCHOOL, ABOUT 100 FEET E
 LE0461'OF THE CENTER LINE OF MAIN STREET, AND ABOUT 50 FEET N OF THE
 LE0461'CENTER LINE OF CLAY STREET.  THE TOP OF THE TANK IS ABOUT 125
 LE0461'FEET ABOVE THE GROUND AND IS VERY PROMINENT.  IT WAS ERECTED
 LE0461'IN 1915.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0460 ***********************************************************************
 LE0460  DESIGNATION -  EDINA ST JOSEPHS CATH CH SPIRE
 LE0460  PID         -  LE0460
 LE0460  STATE/COUNTY-  MO/KNOX
 LE0460  USGS QUAD   -  EDINA (1965)
 LE0460
 LE0460                         *CURRENT SURVEY CONTROL
 LE0460  ___________________________________________________________________
 LE0460* NAD 83(1997)-  40 10 17.29815(N)    092 10 22.78751(W)     ADJUSTED  
 LE0460* NAVD 88     -                                                        
 LE0460  ___________________________________________________________________
 LE0460  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 LE0460  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LE0460
 LE0460  HORZ ORDER  -  THIRD
 LE0460
 LE0460.The horizontal coordinates were established by classical geodetic methods
 LE0460.and adjusted by the National Geodetic Survey in February 2000..
 LE0460
 LE0460
 LE0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0460
 LE0460.The geoid height was determined by GEOID03.
 LE0460
 LE0460;                    North         East     Units Scale Factor Converg.
 LE0460;SPC MO C     -   481,538.020   527,852.284   MT  0.99994288   +0 12 39.4
 LE0460;UTM  15      - 4,447,117.019   570,416.291   MT  0.99966104   +0 32 00.6
 LE0460
 LE0460                          SUPERSEDED SURVEY CONTROL
 LE0460
 LE0460  NAD 83(1997)-  40 10 17.29801(N)    092 10 22.79320(W) AD(       ) 4
 LE0460  NAD 83(1997)-  40 10 17.29804(N)    092 10 22.79302(W) AD(       ) 4
 LE0460  NAD 83(1986)-  40 10 17.30421(N)    092 10 22.79856(W) AD(       ) 4
 LE0460  NAD 27      -  40 10 17.16700(N)    092 10 22.14300(W) AD(       ) 3
 LE0460
 LE0460.Superseded values are not recommended for survey control.
 LE0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0460.See file dsdata.txt to determine how the superseded data were derived.
 LE0460
 LE0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE7041647117(NAD 83)
 LE0460_MARKER: 90 = CHURCH SPIRE
 LE0460
 LE0460  HISTORY     - Date     Condition        Report By
 LE0460  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0460
 LE0460                          STATION DESCRIPTION
 LE0460
 LE0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0460'STATION IS THE BASE OF THE GOLD CROSS AT THE TIP OF THE TALL
 LE0460'SHARP SPIRE SURMOUNTING THE SQUARE BRICK CLOCK TOWER AND BELFRY
 LE0460'ON THE ST. JOSEPHS CATHOLIC CHURCH.  THE CHURCH IS A RED BRICK
 LE0460'STRUCTURE WITH A SQUARE BRICK BELFRY AND CLOCK TOWER RISING
 LE0460'ABOUT 35 FEET ABOVE THE FRONT CENTER OF THE BUILDING.  THE
 LE0460'OCTAGONAL SLATE COVERED SPIRE RISES ABOUT 75 FEET ABOVE THE TOP OF
 LE0460'THE CLOCK TOWER.  IT IS ABOUT 10 FEET WIDE AT THE BASE AND
 LE0460'APPEARS VERY TALL AND THIN.  THE SPIRE HAS A LOUVERED DORMER
 LE0460'OPENING ON FOUR SIDES ABOUT 15 FEET BELOW THE TOP AND A DORMER
 LE0460'WINDOW ON EACH OF FOUR SIDES AT THE BASE.  THE BRICK TOWER
 LE0460'HAS A LARGE CLOCK ABOVE A LOUVERED WINDOW ON EACH OF THE
 LE0460'FOUR SIDES.  THE TOP OF THE SPIRE IS ABOUT 175 FEET ABOVE THE
 LE0460'GROUND AND IS VERY PROMINENT.
 LE0460'
 LE0460'THE CHURCH IS AT THE NW CORNER OF MAIN STREET AND THE 4TH
 LE0460'STREET N OF THE MAIN STREET INTERSECTION OF TOWN.  THE BUILDING
 LE0460'WAS ERECTED IN 1874.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0457 ***********************************************************************
 LE0457  DESIGNATION -  EDINA WEST BASE
 LE0457  PID         -  LE0457
 LE0457  STATE/COUNTY-  MO/KNOX
 LE0457  USGS QUAD   -  KNOX CITY (1965)
 LE0457
 LE0457                         *CURRENT SURVEY CONTROL
 LE0457  ___________________________________________________________________
 LE0457* NAD 83(1997)-  40 09 56.09507(N)    092 04 45.70637(W)     ADJUSTED  
 LE0457* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 LE0457  ___________________________________________________________________
 LE0457  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 LE0457  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LE0457
 LE0457  HORZ ORDER  -  FIRST
 LE0457
 LE0457.The horizontal coordinates were established by classical geodetic methods
 LE0457.and adjusted by the National Geodetic Survey in February 2000..
 LE0457
 LE0457.The orthometric height was scaled from a topographic map.
 LE0457
 LE0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0457
 LE0457.The geoid height was determined by GEOID03.
 LE0457
 LE0457;                    North         East     Units Scale Factor Converg.
 LE0457;SPC MO C     -   480,917.642   535,830.581   MT  0.99994913   +0 16 16.7
 LE0457;UTM  15      - 4,446,541.724   578,395.737   MT  0.99967566   +0 35 37.8
 LE0457
 LE0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0457!SPC MO C     -   0.99996761  x   0.99994913  =   0.99991675
 LE0457!UTM  15      -   0.99996761  x   0.99967566  =   0.99964329
 LE0457
 LE0457|---------------------------------------------------------------------|
 LE0457| PID    Reference Object                     Distance      Geod. Az  |
 LE0457|                                                           dddmmss.s |
 LE0457| CL8440 EDINA WEST BASE RM 1                 41.666 METERS 02334     |
 LE0457| CL8441 EDINA WEST BASE RM 2                 44.080 METERS 10855     |
 LE0457| LE0461 EDINA MUNICIPAL TANK                APPROX. 7.9 KM 2731317.6 |
 LE0457| LE0460 EDINA ST JOSEPHS CATH CH SPIRE      APPROX. 8.0 KM 2744303.3 |
 LE0457| CL8439 EDINA WEST BASE AZ MK                              2972424.6 |
 LE0457|---------------------------------------------------------------------|
 LE0457
 LE0457                          SUPERSEDED SURVEY CONTROL
 LE0457
 LE0457  NAD 83(1997)-  40 09 56.09435(N)    092 04 45.71250(W) AD(       ) 1
 LE0457  NAD 83(1997)-  40 09 56.09436(N)    092 04 45.71224(W) AD(       ) 1
 LE0457  NAD 83(1986)-  40 09 56.10135(N)    092 04 45.71713(W) AD(       ) 1
 LE0457  NAD 27      -  40 09 55.96150(N)    092 04 45.06840(W) AD(       ) 1
 LE0457
 LE0457.Superseded values are not recommended for survey control.
 LE0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0457.See file dsdata.txt to determine how the superseded data were derived.
 LE0457
 LE0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE7839646542(NAD 83)
 LE0457_MARKER: DS = TRIANGULATION STATION DISK
 LE0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0457_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0457
 LE0457  HISTORY     - Date     Condition        Report By
 LE0457  HISTORY     - 1934     MONUMENTED       CGS
 LE0457  HISTORY     - 1934     GOOD             MOGS
 LE0457  HISTORY     - 1967     GOOD             CGS
 LE0457
 LE0457                          STATION DESCRIPTION
 LE0457
 LE0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0457'STATION IS LOCATED ABOUT 5.0 MILES BY ROAD E OF EDINA, 4
 LE0457'MILES AIRLINE NW OF KNOX CITY, IN THE NE 1/4 SEC. 23, T 62 N,
 LE0457'R 11 W, ON THE N SIDE OF THE RIGHT-OF-WAY OF THE QUINCY, OMAHA AND
 LE0457'KANSAS CITY RAILROAD.  THE MARK IS SET ON THE PROLONGATION OF THE
 LE0457'N RAIL ON THE SUMMIT OF A LONG GRADE.  IT IS 11-1/2 FEET S OF
 LE0457'RAILROAD RIGHT-OF-WAY FENCE, 37 FEET S OF THE HIGHWAY
 LE0457'RIGHT-OF-WAY FENCE, 88 FEET S OF THE CENTER LINE OF STATE HIGHWAY
 LE0457'6, 35.2 FEET N OF THE N RAIL AND PROJECTS 9 INCHES.
 LE0457'
 LE0457'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0457'BRONZE DISKS SET IN CONCRETE.
 LE0457'
 LE0457'REFERENCE MARK NO. 1 IS N OF THE STATION ON THE N EDGE OF THE HIGHWAY
 LE0457'RIGHT-OF-WAY, 48 FEET N OF THE CENTER LINE OF THE ROAD, 0.5 FOOT
 LE0457'S OF THE RIGHT-OF-WAY FENCE AND PROJECTS 8 INCHES.
 LE0457'
 LE0457'REFERENCE MARK NO. 2 IS E OF THE STATION AT A POINT WHERE
 LE0457'THE RAILROAD RIGHT-OF-WAY AND THE HIGHWAY RIGHT-OF-WAY JOIN, IT IS
 LE0457'78 FEET S OF THE CENTER LINE OF THE ROAD, 27.3 FEET N OF THE
 LE0457'N RAIL AND PROJECTS 9 INCHES.
 LE0457'
 LE0457'AZIMUTH MARK IS WNW OF THE STATION ON THE N EDGE OF THE HIGHWAY
 LE0457'RIGHT-OF-WAY, 51 FEET N OF THE CENTER LINE OF HIGHWAY 6, 3
 LE0457'FEET E OF THE W END OF THE RIGHT-OF-WAY FENCE, 40 FEET S OF THE
 LE0457'CENTER LINE OF DIRT ROAD, ABOUT 100 YARDS E OF INTERSECTION OF
 LE0457'HIGHWAY 6 AND A DIRT ROAD LEADING NE.  MARK PROJECTS 12 INCHES.
 LE0457'
 LE0457'U.S. COAST AND GEODETIC SURVEY BENCH MARK T-15 ESTABLISHED IN
 LE0457'1933 IS E OF THE STATION.  IT IS ON THE S EDGE OF THE RAILROAD
 LE0457'RIGHT-OF-WAY, 43.75 FEET S OF THE S RAIL, 3.4 FEET N OF THE RIGHT-
 LE0457'OF-WAY FENCE, 9 FEET E OF THE S GATE POST IN FENCE LINE, ABOUT
 LE0457'40 YARDS S OF THE CENTER LINE OF HIGHWAY 6.  IT IS A SQUARE MARK
 LE0457'ABOUT 14 INCHES ON A SIDE AND PROJECTS 14 INCHES.
 LE0457'
 LE0457'TO REACH FROM EDINA GO E FOR 5.1 MILES ON STATE HIGHWAY 6
 LE0457'FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 6.
 LE0457'
 LE0457'ALL LIGHTS CAME INTO VIEW AT 24 FEET.
 LE0457
 LE0457                          STATION RECOVERY (1934)
 LE0457
 LE0457'RECOVERY NOTE BY MISSOURI GEODETIC SURVEY 1934
 LE0457'MARK FOUND IN EXCELLENT CONDITION, RECOVERED AS DESCRIBED,
 LE0457'87.2 FEET S OF THE CENTER LINE OF STATE HIGHWAY 6.  THE MARK
 LE0457'IS 159.4 METERS W OF THE EXTENSION OF THE TANGENT OF THE N
 LE0457'RAIL OF THE QUINCY, OMAHA AND KANSAS CITY RAILROAD.  ALL REFERENCE
 LE0457'MARKS FOUND TO BE IN GOOD CONDITION.
 LE0457'
 LE0457'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 RECOVERED AS
 LE0457'DESCRIBED--ALL AVAILABLE LANDMARKS USED FOR MEASUREMENTS, AND
 LE0457'ALL MEASUREMENTS CHECKED.
 LE0457'
 LE0457'AZIMUTH MARK IS 11 FEET S OF FENCE LINE.
 LE0457'
 LE0457'B.M.T-15, 1933 IS 554.6 METERS E OF THE TRIANGULATION STATION,
 LE0457'AND 14.8 METERS N OF THE N RAIL.
 LE0457
 LE0457                          STATION RECOVERY (1967)
 LE0457
 LE0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0457'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, BENCH MARK
 LE0457'T 15 1933, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY
 LE0457'DESCRIBED AND FOUND IN GOOD CONDITION.
 LE0457'
 LE0457'THE DESCRIPTION AND TO REACH THE STATION WERE FOUND ADEQUATE
 LE0457'FOR RECOVERY.
 LE0457'
 LE0457'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 LE0457'
 LE0457'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE BENCH MARK.
 LE0457'
 LE0457'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 LE0457'
 LE0457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 LE0457'EDINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7212 ***********************************************************************
 AC7212  DESIGNATION -  EDM BL 0M
 AC7212  PID         -  AC7212
 AC7212  STATE/COUNTY-  MO/GREENE
 AC7212  USGS QUAD   -  BASSVILLE (1970)
 AC7212
 AC7212                         *CURRENT SURVEY CONTROL
 AC7212  ___________________________________________________________________
 AC7212* NAD 83(1997)-  37 15 18.39045(N)    093 10 12.28539(W)     ADJUSTED  
 AC7212* NAVD 88     -       427.4    (meters)    1402.     (feet)  GPS OBS   
 AC7212  ___________________________________________________________________
 AC7212  X           -    -281,102.631 (meters)                     COMP
 AC7212  Y           -  -5,075,442.903 (meters)                     COMP
 AC7212  Z           -   3,840,207.232 (meters)                     COMP
 AC7212  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AC7212  ELLIP HEIGHT-         398.36  (meters)          (02/17/00) GPS OBS
 AC7212  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AC7212
 AC7212  HORZ ORDER  -  FIRST
 AC7212  ELLP ORDER  -  FOURTH    CLASS I
 AC7212
 AC7212.The horizontal coordinates were established by GPS observations
 AC7212.and adjusted by the National Geodetic Survey in February 2000..
 AC7212
 AC7212.The orthometric height was determined by GPS observations and a
 AC7212.high-resolution geoid model.
 AC7212
 AC7212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7212
 AC7212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7212
 AC7212.The ellipsoidal height was determined by GPS observations
 AC7212.and is referenced to NAD 83.
 AC7212
 AC7212.The geoid height was determined by GEOID03.
 AC7212
 AC7212;                    North         East     Units Scale Factor Converg.
 AC7212;SPC MO C     -   157,973.063   440,558.576   MT  0.99997684   -0 24 20.4
 AC7212;UTM  15      - 4,123,186.543   484,917.716   MT  0.99960280   -0 06 10.7
 AC7212
 AC7212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7212!SPC MO C     -   0.99993749  x   0.99997684  =   0.99991433
 AC7212!UTM  15      -   0.99993749  x   0.99960280  =   0.99954032
 AC7212
 AC7212                          SUPERSEDED SURVEY CONTROL
 AC7212
 AC7212  NAD 83(1997)-  37 15 18.39066(N)    093 10 12.28531(W) AD(       ) 1
 AC7212  NAD 83(1986)-  37 15 18.40346(N)    093 10 12.28539(W) AD(       ) 1
 AC7212
 AC7212.Superseded values are not recommended for survey control.
 AC7212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7212.See file dsdata.txt to determine how the superseded data were derived.
 AC7212
 AC7212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8491823187(NAD 83)
 AC7212_MARKER: DD = SURVEY DISK
 AC7212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7212_STAMPING: 0 M 1983
 AC7212_MARK LOGO: MODNR 
 AC7212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7212+STABILITY: SURFACE MOTION
 AC7212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7212+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 AC7212
 AC7212  HISTORY     - Date     Condition        Report By
 AC7212  HISTORY     - 1983     MONUMENTED       MODNR
 AC7212  HISTORY     - 19960823 GOOD             MODNR
 AC7212  HISTORY     - 20060828 GOOD             GEOCAC
 AC7212
 AC7212                          STATION DESCRIPTION
 AC7212
 AC7212'DESCRIBED BY MO DEPT OF NAT RES 1996
 AC7212'THE STATION IS A MISSOURI LAND SURVEY ALUMINUM DISK SET IN A CONCRETE
 AC7212'POST FLUSH WITH THE SURFACE AND IS STAMPED -0 M 1983-.  THE MARK IS
 AC7212'THE WEST END OF AN EDM CALIBRATION BASE LINE AND IS LOCATED IN THE
 AC7212'NORTH RIGHT-OF-WAY OF I-44 BETWEEN SPRINGFIELD AND STRAFFORD IN THE SE
 AC7212'1/4 OF SECTION 1, TOWNSHIP 29 NORTH, RANGE 20 WEST.  THE STATION IS
 AC7212'76.5 FT (23.3 M) SOUTH OF THE CENTERLINE OF FARM ROAD -104-, 56.8 FT
 AC7212'(17.3 M) SOUTH OF A NAIL AND SHINER IN A POWER POLE, 20.1 FT (6.1 M)
 AC7212'EAST OF A NAIL AND SHINER IN A POWER POLE AT A FENCE CORNER, AND 7.0
 AC7212'FT (2.1 M) SOUTH OF A STEEL POST AND SIGN. THE AZIMUTH MARK IS A
 AC7212'MISSOURI LAND SURVEY ALUMINUM DISK SET IN A CONCRETE POST FLUSH WITH
 AC7212'THE SURFACE AND IS STAMPED 1275 M (4183.1 FT) 1983 AND IS THE EAST END
 AC7212'OF THE EDM BASE LINE.  THE MARK IS 23.2 FT (7.1 M) NORTH OF THE
 AC7212'CENTERLINE OF THE NORTH SERVICE ROAD OF I-44, 89.6 FT (27.3 M) WEST OF
 AC7212'THE CENTER OF A PRIVATE DRIVE, 80.8 FT (24.6 M) SOUTHWEST OF A 6 INCH
 AC7212'STEEL PIPE GATE POST, AND 9.1 FT (2.8 M) SOUTH OF A STEEL POST AND
 AC7212'WITNESS SIGN. TO REACH THE STATION FROM I-44 AND MISSOURI HIGHWAY 744
 AC7212'EXIT 84 8.2 MI (13.2 KM) EAST OF SPRINGFIELD, MO, GO NORTH ON FARM
 AC7212'ROAD -199- 0.38 MI (0.61 KM) TO FARM ROAD -104-.  TURN RIGHT AND GO
 AC7212'EAST ON FARM ROAD -104- 0.76 MI (1.22 KM) TO THE STATION ON THE RIGHT
 AC7212'AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 AC7212'EAST ON FARM ROAD -104- (NORTH OUTER ROAD) 0.79 MI (1.27 KM) TO THE
 AC7212'AZIMUTH MARK ON THE LEFT AS DESCRIBED. DATE OF REPORT 08-23-1996
 AC7212
 AC7212                          STATION RECOVERY (2006)
 AC7212
 AC7212'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 AC7212'GEOCAC FIRST RECOVERY GOOD.
 AC7212'CONDUCTED 2 HAND HELD GPS CALIBRATION TESTS.
 AC7212'150 METER,    -.028 AT 149.720 METERS = 28 MM.
 AC7212'400 METER,    +.059 AT 400.059 METERS = 59 MM.
 AC7212'1275 METER, - 1.958 AT 1273.042 METERS = 1958 MM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0826 ***********************************************************************
 GE0826  DESIGNATION -  EDMONDSON
 GE0826  PID         -  GE0826
 GE0826  STATE/COUNTY-  MO/SHANNON
 GE0826  USGS QUAD   -  LOW WASSIE (1997)
 GE0826
 GE0826                         *CURRENT SURVEY CONTROL
 GE0826  ___________________________________________________________________
 GE0826* NAD 83(1997)-  36 56 58.48794(N)    091 17 51.55268(W)     ADJUSTED  
 GE0826* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 GE0826  ___________________________________________________________________
 GE0826  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 GE0826  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 GE0826
 GE0826  HORZ ORDER  -  SECOND
 GE0826
 GE0826.The horizontal coordinates were established by classical geodetic methods
 GE0826.and adjusted by the National Geodetic Survey in February 2000..
 GE0826
 GE0826.The orthometric height was scaled from a topographic map.
 GE0826
 GE0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0826
 GE0826.The geoid height was determined by GEOID03.
 GE0826
 GE0826;                    North         East     Units Scale Factor Converg.
 GE0826;SPC MO E     -   124,154.759   178,956.767   MT  0.99999549   -0 28 46.2
 GE0826;UTM  15      - 4,090,632.923   651,574.292   MT  0.99988304   +1 01 24.6
 GE0826
 GE0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0826!SPC MO E     -   0.99995506  x   0.99999549  =   0.99995055
 GE0826!UTM  15      -   0.99995506  x   0.99988304  =   0.99983811
 GE0826
 GE0826:                Primary Azimuth Mark                     Grid Az
 GE0826:SPC MO E     -  SINKING CREEK LOOKOUT TOWER              145 31 16.1
 GE0826:UTM  15      -  SINKING CREEK LOOKOUT TOWER              144 01 05.3
 GE0826
 GE0826|---------------------------------------------------------------------|
 GE0826| PID    Reference Object                     Distance      Geod. Az  |
 GE0826|                                                           dddmmss.s |
 GE0826| GE0794 SINKING CREEK LOOKOUT TOWER         APPROX.15.2 KM 1450229.9 |
 GE0826| CI0807 EDMONDSON RM 1                       23.405 METERS 21202     |
 GE0826| GE0825 POSSUM TROT LOOKOUT TOWER           APPROX. 4.0 KM 2335728.2 |
 GE0826| GE0830 HIGH LOOKOUT TOWER                  APPROX.14.0 KM 2454749.6 |
 GE0826| GE0827 TRAM LOOKOUT TOWER                  APPROX. 7.4 KM 3013655.3 |
 GE0826| HC0799 WINONA                              APPROX. 7.3 KM 3240222.6 |
 GE0826| CI0808 EDMONDSON RM 2                       28.205 METERS 34108     |
 GE0826|---------------------------------------------------------------------|
 GE0826
 GE0826                          SUPERSEDED SURVEY CONTROL
 GE0826
 GE0826  NAD 83(1997)-  36 56 58.49881(N)    091 17 51.55187(W) AD(       ) 2
 GE0826  NAD 83(1986)-  36 56 58.49870(N)    091 17 51.55134(W) AD(       ) 2
 GE0826  NAD 27      -  36 56 58.31170(N)    091 17 51.07040(W) AD(       ) 2
 GE0826
 GE0826.Superseded values are not recommended for survey control.
 GE0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0826.See file dsdata.txt to determine how the superseded data were derived.
 GE0826
 GE0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5157490633(NAD 83)
 GE0826_MARKER: DS = TRIANGULATION STATION DISK
 GE0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0826
 GE0826  HISTORY     - Date     Condition        Report By
 GE0826  HISTORY     - 1962     MONUMENTED       CGS
 GE0826  HISTORY     - 1977     GOOD             NGS
 GE0826
 GE0826                          STATION DESCRIPTION
 GE0826
 GE0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE0826'STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF FREMONT, 4 MILES
 GE0826'SOUTHEAST OF WINONA, 3/4 MILE NORTHWEST OF EDMONDSON POND,
 GE0826'IN THE SE 1/4 OF SEC. 5, T-26-N, R-3-W, AND ON THE PROPERTY OF
 GE0826'MR. LOUIS BRAWLEY.  IT IS 29 FEET WEST OF A 15 INCH OAK TREE,
 GE0826'18 FEET NORTHEAST OF A 12 INCH OAK TREE WITH A TRIANGULAR BLAZE
 GE0826'ON THE EAST SIDE, 5 FEET NORTHWEST OF A WITNESS POST AND ON THE
 GE0826'HIGHEST POINT OF THE SMALL WOODED HILL.  THE MONUMENT PROJECTS
 GE0826'6 INCHES AND THE DISK IS STAMPED EDMONDSON 1962.
 GE0826'
 GE0826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GE0826'STATE HIGHWAY 19 AT THE WEST EDGE OF WINONA, GO SOUTH ON
 GE0826'HIGHWAY 19 FOR 2.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 GE0826'EASTERLY ON THE GRAVELED ROAD FOR 1.5 MILES TO A GRAVELED
 GE0826'CROSSROAD.  CONTINUE SOUTHEAST ON THE GRAVELED ROAD FOR 1.05
 GE0826'MILES TO A DIM WOODS ROAD ON THE RIGHT.  TURN RIGHT ON THE WOODS
 GE0826'ROAD AND GO SOUTHWEST FOR 0.1 MILE TO A ROAD FORK.  TAKE THE
 GE0826'LEFT FORK FOR ABOUT 150 FEET TO THE TOP OF THE SMALL HILL AND
 GE0826'THE STATION.
 GE0826'
 GE0826'REFERENCE MARK 1 IS 77 FEET SOUTHWEST OF THE WITNESS POST, 62
 GE0826'FEET SOUTH OF THE TRIANGULAR BLAZED TREE AND 17 FEET SOUTHWEST
 GE0826'OF AN 18 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 GE0826'DISK IS STAMPED EDMONDSON NO 1 1962.
 GE0826'
 GE0826'REFERENCE MARK 2 IS 62 FEET SOUTHWEST OF THE ROAD FORK, 10 FEET
 GE0826'NORTHEAST OF THE CENTERLINE OF THE WOODS ROAD AND 8 FEET WEST
 GE0826'OF A 12 INCH HICKORY TREE.  THE MONUMENT PROJECTS 3 INCHES AND
 GE0826'THE DISK IS STAMPED EDMONDSON NO 2 1962.
 GE0826'
 GE0826'NOTE- DUE TO TREES AND THICK BRUSH THERE WAS NO AVAILABLE PLACE
 GE0826'FOR AN AZIMUTH MARK OR A REFERENCE MARK 3.
 GE0826'
 GE0826'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THICK BRUSH.
 GE0826'
 GE0826'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE0826
 GE0826                          STATION RECOVERY (1977)
 GE0826
 GE0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CRL)
 GE0826'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 GE0826'DESCRIBED.  A NEW TO REACH FOLLOWS.
 GE0826'
 GE0826'TO REACH FROM THE JUNCTION OF U S HIGHWAY 60 AND STATE HIGHWAY 19
 GE0826'WHICH IS ABOUT 1 MILE SOUTHWEST OF WINONA GO SOUTH ON STATE HIGHWAY
 GE0826'19 FOR 2.4 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.55 MILE TO
 GE0826'A CROSS ROAD CONTINUE AHEAD FOR 1.2 MILE, FROM HERE THE STATION IS
 GE0826'ABOUT 0.1 MILE TO THE SOUTHWEST AT THE TOP OF THE HILL.
 GE0826'
 GE0826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 GE0826'SOUTHEAST OF WINONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1315 ***********************************************************************
 KE1315  DESIGNATION -  EIERDANZ RESET
 KE1315  PID         -  KE1315
 KE1315  STATE/COUNTY-  MO/DE KALB
 KE1315  USGS QUAD   -  WOOD (1983)
 KE1315
 KE1315                         *CURRENT SURVEY CONTROL
 KE1315  ___________________________________________________________________
 KE1315* NAD 83(1997)-  39 58 39.69037(N)    094 27 49.20701(W)     ADJUSTED  
 KE1315* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 KE1315  ___________________________________________________________________
 KE1315  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 KE1315  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KE1315
 KE1315  HORZ ORDER  -  FIRST
 KE1315
 KE1315.The horizontal coordinates were established by classical geodetic methods
 KE1315.and adjusted by the National Geodetic Survey in February 2000..
 KE1315
 KE1315.The orthometric height was scaled from a topographic map.
 KE1315
 KE1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1315
 KE1315.The geoid height was determined by GEOID03.
 KE1315
 KE1315;                    North         East     Units Scale Factor Converg.
 KE1315;SPC MO W     -   422,991.703   853,103.304   MT  0.99994129   +0 01 24.0
 KE1315;UTM  15      - 4,426,307.005   375,018.638   MT  0.99979230   -0 56 25.8
 KE1315
 KE1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1315!SPC MO W     -   0.99995860  x   0.99994129  =   0.99989989
 KE1315!UTM  15      -   0.99995860  x   0.99979230  =   0.99975090
 KE1315
 KE1315|---------------------------------------------------------------------|
 KE1315| PID    Reference Object                     Distance      Geod. Az  |
 KE1315|                                                           dddmmss.s |
 KE1315| CL6443 EIERDANZ RM 1                        23.757 METERS 13711     |
 KE1315| KE1306 MAYSVILLE MUNICIPAL TANK            APPROX.13.6 KM 1372057.3 |
 KE1315| CL6445 EIERDANZ RM 3                        13.602 METERS 19640     |
 KE1315| CL6442 EIERDANZ AZ MK                                     2783343.9 |
 KE1315| CL6446 EIERDANZ RM 4                        21.095 METERS 34748     |
 KE1315| CL6444 EIERDANZ RM 2                        21.672 METERS 35202     |
 KE1315|---------------------------------------------------------------------|
 KE1315
 KE1315                          SUPERSEDED SURVEY CONTROL
 KE1315
 KE1315  NAD 83(1997)-  39 58 39.69041(N)    094 27 49.20751(W) AD(       ) 1
 KE1315  NAD 83(1997)-  39 58 39.69092(N)    094 27 49.20804(W) AD(       ) 1
 KE1315  NAD 83(1986)-  39 58 39.69235(N)    094 27 49.20453(W) AD(       ) 1
 KE1315  NAD 27      -  39 58 39.70190(N)    094 27 48.36570(W) AD(       ) 1
 KE1315
 KE1315.Superseded values are not recommended for survey control.
 KE1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1315.See file dsdata.txt to determine how the superseded data were derived.
 KE1315
 KE1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE7501926307(NAD 83)
 KE1315_MARKER: DS = TRIANGULATION STATION DISK
 KE1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1315
 KE1315  HISTORY     - Date     Condition        Report By
 KE1315  HISTORY     - 1948     MONUMENTED       CGS
 KE1315  HISTORY     - 1965     GOOD             CGS
 KE1315
 KE1315                          STATION DESCRIPTION
 KE1315
 KE1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1315'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF UNION STAR AND
 KE1315'5.0 MILES SOUTH AND 3.5 MILES EAST OF KING CITY ON LAND OWNED BY
 KE1315'MR. RUPERT EIERDANZ AND OCCUPIED BY MR. ALBERT MUFF.  IT IS
 KE1315'ABOUT 0.3 MILE SOUTH OF THE FARM HOUSE IN THE SOUTHWEST CORNER
 KE1315'OF THE PASTURE, 57 FEET NORTH OF EAST-WEST FENCE LINE, 11 FEET
 KE1315'EAST OF NORTH-SOUTH FENCE LINE AND 11 FEET EAST OF WITNESS POST.
 KE1315'IT IS STAMPED EIERDANZ 1948 AND SET FLUSH WITH THE GROUND
 KE1315'SURFACE.
 KE1315'
 KE1315'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 1 FOOT NORTH
 KE1315'OF EAST-WEST FENCE LINE.  IT IS STAMPED EIERDANZ NO 1 1948
 KE1315'AND SET FLUSH WITH THE GROUND SURFACE.
 KE1315'
 KE1315'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 1 FOOT EAST OF
 KE1315'NORTH-SOUTH FENCE LINE.  IT IS STAMPED EIERDANZ NO 2 1948 AND
 KE1315'SET FLUSH WITH THE GROUND SURFACE.
 KE1315'
 KE1315'THE AZIMUTH MARK IS ABOUT 1.4 MILES WEST-NORTHWEST OF THE STATION,
 KE1315'SET IN THE SOUTHEAST ANGLE OF CROSSROAD, 30 FEET SOUTH OF THE
 KE1315'CENTER OF EAST-WEST ROAD, 18 FEET EAST OF THE CENTER OF NORTH-SOUTH
 KE1315'ROAD, 2 FEET NORTH OF NORTH END OF FENCE LINE AND 2 FEET
 KE1315'NORTHEAST OF WITNESS POST.  IT IS STAMPED EIERDANZ 1948 AND SET
 KE1315'FLUSH WITH THE GROUND SURFACE.
 KE1315'
 KE1315'TO REACH THE STATION FROM THE CAUTION LIGHT ON U.S. HIGHWAY 169
 KE1315'IN KING CITY, GO SOUTH ON U.S. HIGHWAY 169 FOR 5.0 MILES TO
 KE1315'JUNCTION WITH STATE ROUTE 31, TURN LEFT AND GO EAST ON GRADED ROAD
 KE1315'FOR 2.0 MILES TO CROSSROAD AND AZIMUTH MARK IN SOUTHEAST ANGLE
 KE1315'AS DESCRIBED, CONTINUE EAST ON GRADED ROAD FOR 1.4 MILES TO
 KE1315'DRIVEWAY INTO FARM YARD ON THE SOUTH SIDE, TURN RIGHT INTO
 KE1315'DRIVEWAY, THEN LEFT THROUGH BOARD GATE JUST EAST OF HOUSE, TURN
 KE1315'SHARP RIGHT AFTER PASSING THROUGH GATE AND FOLLOW TRACK ROAD
 KE1315'SOUTH ALONG EAST SIDE OF FENCE LINE FOR 0.25 MILE TO THE
 KE1315'SOUTHWEST CORNER OF PASTURE AND STATION AS DESCRIBED.
 KE1315'
 KE1315'AN 87 FOOT SIGNAL AT STATION COURTNEY 1934 IS VISIBLE AT 20 FEET.
 KE1315'
 KE1315'AN 87 FOOT SIGNAL AT STATION GIBSON 1934 IS VISIBLE AT 37 FEET.
 KE1315'
 KE1315'AN 87 FOOT SIGNAL AT STATION YALE IS VISIBLE AT 37 FEET.
 KE1315'
 KE1315'AN 87 FOOT SIGNAL AT STATION MCKENNY IS VISIBLE AT 37 FEET.
 KE1315'
 KE1315'AN 87 FOOT SIGNAL AT STATION MCFALL IS VISIBLE AT 37 FEET.
 KE1315'
 KE1315'AN 87 FOOT SIGNAL AT STATION PHELPS IS VISIBLE AT 4 FEET.
 KE1315'
 KE1315'A 74 FOOT SIGNAL AT STATION AMITY IS VISIBLE AT 37 FEET.
 KE1315'
 KE1315'A 74 FOOT SIGNAL AT STATION ORCHID IS VISIBLE AT 37 FEET.
 KE1315'
 KE1315'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KE1315
 KE1315                          STATION RECOVERY (1965)
 KE1315
 KE1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RLE)
 KE1315'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  IT IS
 KE1315'ON LAND THAT IS PRESENTLY OWNED BY MR. DALE SPIKING AND AT THE
 KE1315'TIME OF RECOVERY THE STATION AND REFERENCE MARKS WERE FOUND TO BE
 KE1315'IN THE WAY OF FARMING OPERATIONS.  THE STATION MARK WAS LOWERED
 KE1315'VERTICALLY BELOW PLOW DEPTH AND THE REFERENCE MARKS WERE MOVED TO
 KE1315'A FENCE LINE.
 KE1315'
 KE1315'THE STATION MARK IS 14.5 FEET EAST OF FENCE LINE AND METAL WITNESS
 KE1315'POST.  IT IS 18 INCHES BELOW THE SURFACE OF THE GROUND.  DISK IS
 KE1315'STAMPED EIERDANZ 1948 1965.
 KE1315'
 KE1315'R.M. NO. 3 IS SOUTHWEST OF THE STATION AND IS 0.5 FOOT EAST OF
 KE1315'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KE1315'EIERDANZ NO 3 1948.
 KE1315'
 KE1315'R.M. NO. 4 IS NORTH-NORTHWEST OF THE STATION AND 1 FOOT EAST OF
 KE1315'THE FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 KE1315'STAMPED EIERDANZ NO 4 1948.
 KE1315'
 KE1315'THE AZIMUTH MARK IS 1.4 MILES WEST-NORTHWEST OF THE STATION, IN
 KE1315'THE SOUTHEAST ANGLE OF CROSSROADS, 5 FEET NORTH OF THE WEST END OF
 KE1315'THE EAST-WEST FENCE LINE AND 5.5 FEET NORTH OF A METAL WITNESS
 KE1315'POST.
 KE1315'
 KE1315'TO REACH THE STATION FROM KING CITY, FROM THE CAUTION LIGHT, GO
 KE1315'SOUTH ON U.S. HIGHWAY 169 FOR 5.0 MILES TO JUNCTION WITH STATE
 KE1315'HIGHWAY 31 AND COUNTY ROUTE E, TURN LEFT AND GO EAST ON COUNTY
 KE1315'ROUTE E FOR 2.0 MILES TO CROSSROADS AND AZIMUTH MARK ON RIGHT
 KE1315'AS DESCRIBED, CONTINUE EAST FOR 1.4 MILES TO A FARM DRIVEWAY ON
 KE1315'THE RIGHT, TURN RIGHT INTO FARMYARD THEN PICK ROUTE ABOUT DUE
 KE1315'SOUTH FOR 0.25 MILE TO TOP OF RIDGE AND STATION TO EAST OF A
 KE1315'NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2556 ***********************************************************************
 JD2556  DESIGNATION -  EL RANCHO RESORT WATER TANK
 JD2556  PID         -  JD2556
 JD2556  STATE/COUNTY-  MO/MILLER
 JD2556  USGS QUAD   -  ELDON (1983)
 JD2556
 JD2556                         *CURRENT SURVEY CONTROL
 JD2556  ___________________________________________________________________
 JD2556* NAD 83(1997)-  38 18 19.92886(N)    092 34 39.13335(W)     ADJUSTED  
 JD2556* NAVD 88     -                                                        
 JD2556  ___________________________________________________________________
 JD2556  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 JD2556  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JD2556
 JD2556  HORZ ORDER  -  THIRD
 JD2556
 JD2556.The horizontal coordinates were established by classical geodetic methods
 JD2556.and adjusted by the National Geodetic Survey in February 2000..
 JD2556
 JD2556
 JD2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2556
 JD2556.The geoid height was determined by GEOID03.
 JD2556
 JD2556;                    North         East     Units Scale Factor Converg.
 JD2556;SPC MO C     -   274,347.092   493,218.535   MT  0.99993390   -0 02 53.0
 JD2556;UTM  15      - 4,239,800.144   536,936.781   MT  0.99961680   +0 15 42.7
 JD2556
 JD2556                          SUPERSEDED SURVEY CONTROL
 JD2556
 JD2556  NAD 83(1986)-  38 18 19.94110(N)    092 34 39.13440(W) AD(       ) 4
 JD2556  NAD 27      -  38 18 19.82800(N)    092 34 38.46400(W) AD(       ) 3
 JD2556
 JD2556.Superseded values are not recommended for survey control.
 JD2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2556.See file dsdata.txt to determine how the superseded data were derived.
 JD2556
 JD2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3693739800(NAD 83)
 JD2556_MARKER: 53 = ELEVATED TANK
 JD2556
 JD2556  HISTORY     - Date     Condition        Report By
 JD2556  HISTORY     - 1947     FIRST OBSERVED   CGS
 JD2556  HISTORY     - 20050223 MARK NOT FOUND   GEOCAC
 JD2556
 JD2556                          STATION DESCRIPTION
 JD2556
 JD2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2556'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF ELDON AND ABOUT
 JD2556'0.2 MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 54 AND
 JD2556'STATE ROUTE 52.  IT IS A 4 LEGGED, SILVER PAINTED WOODEN
 JD2556'TANK TOPPED BY A CONE SHAPED FRAMEWORK BUT NO ROOF.
 JD2556'
 JD2556'THE POINT INTERSECTED WAS THE APEX OF THE FRAMEWORK.
 JD2556'
 JD2556'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 54 AND
 JD2556'STATE ROUTE 52 GO NORTHWEST ON U.S. HIGHWAY 54 FOR 0.2 MILE
 JD2556'TO EL RANCHO RESORT AND TANK ON LEFT.
 JD2556
 JD2556                          STATION RECOVERY (2005)
 JD2556
 JD2556'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD2556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0762 ***********************************************************************
 GF0762  DESIGNATION -  ELBOW
 GF0762  PID         -  GF0762
 GF0762  STATE/COUNTY-  MO/TANEY
 GF0762  USGS QUAD   -  HOLLISTER (1989)
 GF0762
 GF0762                         *CURRENT SURVEY CONTROL
 GF0762  ___________________________________________________________________
 GF0762* NAD 83(1997)-  36 33 59.55540(N)    093 09 25.31008(W)     ADJUSTED  
 GF0762* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 GF0762  ___________________________________________________________________
 GF0762  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GF0762  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GF0762
 GF0762  HORZ ORDER  -  THIRD
 GF0762
 GF0762.The horizontal coordinates were established by classical geodetic methods
 GF0762.and adjusted by the National Geodetic Survey in February 2000..
 GF0762
 GF0762.The orthometric height was scaled from a topographic map.
 GF0762
 GF0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0762
 GF0762.The geoid height was determined by GEOID03.
 GF0762
 GF0762;                    North         East     Units Scale Factor Converg.
 GF0762;SPC MO C     -    81,554.424   441,189.858   MT  0.99997593   -0 23 29.2
 GF0762;UTM  15      - 4,046,800.823   485,949.123   MT  0.99960243   -0 05 36.8
 GF0762
 GF0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0762!SPC MO C     -   0.99993887  x   0.99997593  =   0.99991481
 GF0762!UTM  15      -   0.99993887  x   0.99960243  =   0.99954133
 GF0762
 GF0762:                Primary Azimuth Mark                     Grid Az
 GF0762:SPC MO C     -  ELBOW AZ MK                              191 17 22.2
 GF0762:UTM  15      -  ELBOW AZ MK                              190 59 29.8
 GF0762
 GF0762|---------------------------------------------------------------------|
 GF0762| PID    Reference Object                     Distance      Geod. Az  |
 GF0762|                                                           dddmmss.s |
 GF0762| CI0811 ELBOW AZ MK                                        1905353.0 |
 GF0762| CI0812 ELBOW RM 1                           23.280 METERS 20135     |
 GF0762| CI0813 ELBOW RM 2                           23.949 METERS 31323     |
 GF0762|---------------------------------------------------------------------|
 GF0762
 GF0762                          SUPERSEDED SURVEY CONTROL
 GF0762
 GF0762  NAD 83(1997)-  36 33 59.55579(N)    093 09 25.30868(W) AD(       ) 3
 GF0762  NAD 83(1997)-  36 33 59.56162(N)    093 09 25.30845(W) AD(       ) 3
 GF0762  NAD 83(1986)-  36 33 59.56682(N)    093 09 25.30580(W) AD(       ) 3
 GF0762  NAD 27      -  36 33 59.33900(N)    093 09 24.66300(W) AD(       ) 3
 GF0762
 GF0762.Superseded values are not recommended for survey control.
 GF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0762.See file dsdata.txt to determine how the superseded data were derived.
 GF0762
 GF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8594946801(NAD 83)
 GF0762_MARKER: DS = TRIANGULATION STATION DISK
 GF0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0762
 GF0762  HISTORY     - Date     Condition        Report By
 GF0762  HISTORY     - 1954     MONUMENTED       CGS
 GF0762
 GF0762                          STATION DESCRIPTION
 GF0762
 GF0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0762'THE STATION IS IN SECTION 36, T 22 N, R 21 W, ON THE RIGHT-OF-WAY
 GF0762'OF A DIRT ROAD, ABOUT 4 MILES SOUTH AND 1/2 MILE EAST OF
 GF0762'KIRBYVILLE, 27 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 GF0762'15 FEET SOUTH OF A 15-INCH OAK TREE, 5 FEET NORTHWEST OF A
 GF0762'4 IN X 4 IN WITNESS POST AND 4 FEET WEST OF A WIRE FENCE.
 GF0762'
 GF0762'TO REACH THE STATION FROM THE SCHOOL HOUSE IN KIRBYVILLE,
 GF0762'GO EAST ON STATE HIGHWAY 80 FOR 0.25 MILE TO A GRAVELED
 GF0762'T-ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY ON THE
 GF0762'MAIN ROAD FOR 3 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 GF0762'RIGHT (SOUTHWESTERLY) AND FOLLOW A NARROW DIRT ROAD FOR 0.95
 GF0762'MILE TO A REVERSE-Y ON THE RIGHT, CONTINUE WESTERLY ON THE
 GF0762'MAIN ROAD FOR 1.45 MILE TO THE TOP OF A RIDGE AND THE STATION
 GF0762'ON THE LEFT AS DESCRIBED.
 GF0762'
 GF0762'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 GF0762'ON THE MAIN ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 GF0762'LEFT AS DESCRIBED.
 GF0762'
 GF0762'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 GF0762'AND THE DISK IS STAMPED ELBOW 1954.
 GF0762'
 GF0762'REFERENCE MARK 1 IS 21 FEET NORTH OF A GATE POST, 18 FEET
 GF0762'WEST OF THE CENTER OF THE ROAD, 10 FEET SOUTH OF A POWERLINE
 GF0762'POLE AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS
 GF0762'3 INCHES AND THE DISK IS STAMPED ELBOW NO 1 1954.
 GF0762'
 GF0762'REFERENCE MARK 2 IS 18 FEET WEST OF THE CENTER OF THE ROAD
 GF0762'AND 2 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 GF0762'AND THE DISK IS STAMPED ELBOW NO 2 1954.
 GF0762'
 GF0762'THE AZIMUTH MARK IS 21 FEET SOUTHEAST OF THE DIRT ROAD,
 GF0762'5 FEET WEST OF A RIGHT-OF-WAY FENCE LINE AND 2 FEET NORTH
 GF0762'OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK
 GF0762'IS STAMPED ELBOW 1954.
 GF0762'
 GF0762'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 GF0762'POSTS.
 GF0762'
 GF0762'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2560 ***********************************************************************
 JD2560  DESIGNATION -  ELDON
 JD2560  PID         -  JD2560
 JD2560  STATE/COUNTY-  MO/MILLER
 JD2560  USGS QUAD   -  ELDON (1983)
 JD2560
 JD2560                         *CURRENT SURVEY CONTROL
 JD2560  ___________________________________________________________________
 JD2560* NAD 83(1997)-  38 21 07.07393(N)    092 34 19.39186(W)     ADJUSTED  
 JD2560* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 JD2560  ___________________________________________________________________
 JD2560  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 JD2560  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JD2560
 JD2560  HORZ ORDER  -  SECOND
 JD2560
 JD2560.This mark is at Eldon Model Airpark  (H79)
 JD2560
 JD2560.The horizontal coordinates were established by classical geodetic methods
 JD2560.and adjusted by the National Geodetic Survey in February 2000..
 JD2560
 JD2560.The orthometric height was scaled from a topographic map.
 JD2560
 JD2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2560
 JD2560.The geoid height was determined by GEOID03.
 JD2560
 JD2560;                    North         East     Units Scale Factor Converg.
 JD2560;SPC MO C     -   279,500.127   493,702.168   MT  0.99993382   -0 02 41.0
 JD2560;UTM  15      - 4,244,954.087   537,392.374   MT  0.99961722   +0 15 55.9
 JD2560
 JD2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2560!SPC MO C     -   0.99996063  x   0.99993382  =   0.99989445
 JD2560!UTM  15      -   0.99996063  x   0.99961722  =   0.99957786
 JD2560
 JD2560:                Primary Azimuth Mark                     Grid Az
 JD2560:SPC MO C     -  ELDON AZ MK                              032 05 04.3
 JD2560:UTM  15      -  ELDON AZ MK                              031 46 27.4
 JD2560
 JD2560|---------------------------------------------------------------------|
 JD2560| PID    Reference Object                     Distance      Geod. Az  |
 JD2560|                                                           dddmmss.s |
 JD2560| CQ5551 ELDON AZ MK                                        0320223.3 |
 JD2560| CQ5552 ELDON RM 1                           30.544 METERS 06013     |
 JD2560| JD2556 EL RANCHO RESORT WATER TANK         APPROX. 5.2 KM 1851901.4 |
 JD2560| CQ5553 ELDON RM 2                           27.374 METERS 25902     |
 JD2560| CN6782 ELDON RM 3                           63.633 METERS 27529     |
 JD2560| JD2555 ELDON MUNICIPAL TANK                APPROX. 1.2 KM 2761227.1 |
 JD2560|---------------------------------------------------------------------|
 JD2560
 JD2560                          SUPERSEDED SURVEY CONTROL
 JD2560
 JD2560  NAD 83(1986)-  38 21 07.08591(N)    092 34 19.39289(W) AD(       ) 2
 JD2560  NAD 27      -  38 21 06.97500(N)    092 34 18.71800(W) AD(       ) 2
 JD2560
 JD2560.Superseded values are not recommended for survey control.
 JD2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2560.See file dsdata.txt to determine how the superseded data were derived.
 JD2560
 JD2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3739244954(NAD 83)
 JD2560_MARKER: DS = TRIANGULATION STATION DISK
 JD2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2560
 JD2560  HISTORY     - Date     Condition        Report By
 JD2560  HISTORY     - 1947     MONUMENTED       CGS
 JD2560  HISTORY     - 1973     GOOD             NGS
 JD2560
 JD2560                          STATION DESCRIPTION
 JD2560
 JD2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2560'THE STATION IS LOCATED IN THE TOWN OF ELDON, IN THE SOUTHWEST
 JD2560'CORNER OF THE ELDON AIRFIELD, ACROSS THE STREET FROM A
 JD2560'GREENHOUSE, AND ACROSS THE RAILROAD TRACKS FROM U.S. HIGHWAY
 JD2560'54.  IT IS 64 FEET NORTH-NORTHWEST OF THE NORTH RAIL OF THE
 JD2560'MISSOURI-PACIFIC RAILROAD TRACKS, 46 FEET NORTHWEST OF A
 JD2560'TELEPHONE POLE, AND 20 FEET NORTH OF A JOG IN THE AIRFIELD
 JD2560'FENCE.  THE DISK IS STAMPED ELDON 1947 AND IS SET FLUSH
 JD2560'WITH THE GROUND.
 JD2560'
 JD2560'REFERENCE MARK NO. 1 IS 99.16 FEET EAST-NORTHEAST OF THE
 JD2560'STATION, 50 FEET NORTHWEST OF THE NORTH RAIL OF THE RAILROAD
 JD2560'TRACKS, AND 1 FOOT NORTHWEST OF THE AIRFIELD FENCE.  THE
 JD2560'DISK IS STAMPED ELDON NO 1 1947 AND PROJECTS 8 INCHES.
 JD2560'
 JD2560'REFERENCE MARK NO. 2 IS 89.81 FEET WEST OF THE STATION, 124
 JD2560'FEET EAST OF THE SOUTHWEST CORNER OF THE AIRFIELD, AND 1
 JD2560'FOOT NORTH OF THE FENCE.  THE DISK IS STAMPED ELDON NO 2
 JD2560'1947 AND PROJECTS 8 INCHES.
 JD2560'
 JD2560'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHEAST OF THE
 JD2560'STATION, 24 YARDS SOUTH OF THE SOUTHEAST CORNER OF THE AIRFIELD,
 JD2560'8 FEET SOUTH OF THE CENTERLINE OF A DRIVE INTO THE FIELD,
 JD2560'2 FEET SOUTHWEST OF A GATE POST, AND 1 FOOT WEST OF THE FENCE.
 JD2560'THE DISK IS STAMPED ELDON 1947 AND PROJECTS 6 INCHES.
 JD2560'
 JD2560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 JD2560'AND STATE HIGHWAY 52 IN ELDON, GO EAST ON U.S. HIGHWAY 54
 JD2560'FOR 0.7 MILE TO ELDON AVENUE.  TURN LEFT, NORTH, ACROSS THE
 JD2560'TRACKS, THENCE TURN RIGHT AND GO 0.05 MILE TO THE SOUTHWEST
 JD2560'CORNER OF THE AIRFIELD AND THE STATION AS DESCRIBED.
 JD2560'
 JD2560'OBSERVATIONS TAKEN FROM A 90 FOOT STEEL TOWER.
 JD2560'
 JD2560'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JD2560
 JD2560                          STATION RECOVERY (1973)
 JD2560
 JD2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JD2560'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 JD2560'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 JD2560'2 WAS FOUND LYING ON TOP THE GROUND.  THE ANGLE BETWEEN THE
 JD2560'AZIMUTH MARK AND REFERENCE MARK 1 MISSED THE PREVIOUS ANGLE 1
 JD2560'MINUTE 47 SECONDS AND THE DISTANCE TO REFERENCE MARK 1 IS
 JD2560'100.21 FEET INSTEAD OF 99.16 FEET PREVIOUSLY LISTED.  DUE TO
 JD2560'CHANGES IN THE AREA A NEW COMPLETE DESCRIPTION FOLLOWS-
 JD2560'
 JD2560'THE STATION IS LOCATED IN THE TOWN OF ELDON, AT THE SOUTH
 JD2560'SIDE OF THE ELDON AIRFIELD RUNWAY AND ON THE NORTH SIDE OF U.S.
 JD2560'HIGHWAY 54.
 JD2560'
 JD2560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52
 JD2560'AND 54 IN ELDON, GO EAST ON HIGHWAY 54 FOR 0.7 MILE TO ELDON
 JD2560'AVENUE ON THE LEFT, TURN LEFT AND GO NORTH ON ELDON AVENUE
 JD2560'ABOUT 150 FEET TO HIGH STREET, TURN RIGHT AND GO EAST ON
 JD2560'HIGH STREET ABOUT 200 FEET TO THE STATION AND THE ELDON
 JD2560'AIRFIELD ON THE LEFT.
 JD2560'
 JD2560'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ELDON
 JD2560'1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 JD2560'THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 126 FEET
 JD2560'NORTH OF THE NORTH EDGE OF A BOX CULVERT UNDER HIGHWAY 54,
 JD2560'106 FEET NORTH OF THE EAST END POST IN FENCE AT SOUTH SIDE
 JD2560'OF AIRFIELD, 100 FEET NORTH OF THE NORTH POST SUPPORTING A
 JD2560'LARGE SIGN AIRPARK AND 69 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 JD2560'CORNER RUNWAY LIGHT.
 JD2560'
 JD2560'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ELDON NO 1 1947,
 JD2560'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 JD2560'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 112 FEET
 JD2560'NORTHEAST OF THE NORTH POST SUPPORTING THE LARGE SIGN AIRPARK
 JD2560'AND 66 FEET WEST-SOUTHWEST OF A 12-INCH OAK TREE.
 JD2560'
 JD2560'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ELDON 1947 NO
 JD2560'3 1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 JD2560'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 151 FEET
 JD2560'NORTH OF THE SOUTHWEST CORNER OF A FENCE, 29 FEET EAST OF
 JD2560'ELDON AVENUE AND 1 FOOT EAST OF THE WEST BOUNDARY FENCE.
 JD2560'
 JD2560'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELDON 1947, SET IN THE
 JD2560'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 JD2560'ABOVE THE GROUND SURFACE.  IT IS 265 FEET SOUTH OF THE CENTER OF A
 JD2560'GRAVEL ROAD, 163 FEET EAST OF THE THIRD RUNWAY LIGHT ALONG THE
 JD2560'EAST SIDE AND FROM THE NORTH END OF THE RUNWAY AND 96 PACES
 JD2560'SOUTHWEST OF A CONCRETE FOUNDATION ABOUT 12 FEET IN DIAMETER AND
 JD2560'PROJECTS ABOUT 18 INCHES.
 JD2560'
 JD2560'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 JD2560'54 FOR 0.5 MILE TO STATE HIGHWAY 87 ON THE LEFT.  TURN LEFT AND
 JD2560'GO NORTH ON HIGHWAY 87 FOR 0.05 MILE TO A DRIVEWAY TO HOUSE AND
 JD2560'NORTH END OF AIRFIELD ON THE LEFT.  TURN LEFT AND FOLLOW
 JD2560'GRAVELED DRIVEWAY WESTERLY FOR 0.15 MILE TO THE NORTH END OF THE
 JD2560'AIRFIELD RUNWAY AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JD2560'
 JD2560'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- NORTHEAST ELDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2555 ***********************************************************************
 JD2555  DESIGNATION -  ELDON MUNICIPAL TANK
 JD2555  PID         -  JD2555
 JD2555  STATE/COUNTY-  MO/MILLER
 JD2555  USGS QUAD   -  ELDON (1983)
 JD2555
 JD2555                         *CURRENT SURVEY CONTROL
 JD2555  ___________________________________________________________________
 JD2555* NAD 83(1997)-  38 21 11.39953(N)    092 35 09.93085(W)     ADJUSTED  
 JD2555* NAVD 88     -                                                        
 JD2555  ___________________________________________________________________
 JD2555  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 JD2555  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JD2555
 JD2555  HORZ ORDER  -  THIRD
 JD2555
 JD2555.The horizontal coordinates were established by classical geodetic methods
 JD2555.and adjusted by the National Geodetic Survey in February 2000..
 JD2555
 JD2555
 JD2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2555
 JD2555.The geoid height was determined by GEOID03.
 JD2555
 JD2555;                    North         East     Units Scale Factor Converg.
 JD2555;SPC MO C     -   279,634.545   492,475.245   MT  0.99993403   -0 03 12.3
 JD2555;UTM  15      - 4,245,081.819   536,165.130   MT  0.99961611   +0 15 24.6
 JD2555
 JD2555                          SUPERSEDED SURVEY CONTROL
 JD2555
 JD2555  NAD 83(1986)-  38 21 11.41161(N)    092 35 09.93186(W) AD(       ) 4
 JD2555  NAD 27      -  38 21 11.30200(N)    092 35 09.25600(W) AD(       ) 3
 JD2555
 JD2555.Superseded values are not recommended for survey control.
 JD2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2555.See file dsdata.txt to determine how the superseded data were derived.
 JD2555
 JD2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3616545082(NAD 83)
 JD2555_MARKER: 53 = ELEVATED TANK
 JD2555
 JD2555  HISTORY     - Date     Condition        Report By
 JD2555  HISTORY     - 1947     FIRST OBSERVED   CGS
 JD2555  HISTORY     - 20050223 GOOD             GEOCAC
 JD2555  HISTORY     - 20050223 MARK NOT FOUND   GEOCAC
 JD2555
 JD2555                          STATION DESCRIPTION
 JD2555
 JD2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2555'STATION IS LOCATED IN THE CITY OF ELDON ON THE HIGHEST POINT
 JD2555'IN THE VICINITY.  IT IS A FOUR LEGGED STEEL STRUCTURE, 45
 JD2555'FEET SQUARE AT THE BASE, 156 FEET HIGH AND IS SILVER IN COLOR.
 JD2555'
 JD2555'TO REACH THE STATION FROM THE POST OFFICE IN ELDON GO WEST
 JD2555'ON W. FIRST STREET FOR 0.3 MILE TO N. GRAND AVE.  TURN RIGHT
 JD2555'AND GO NORTH ON N. GRAND AVE. FOR 0.2 MILE TO INTERSECTION
 JD2555'OF W. NEWTON ST. AND THE STATION ON RIGHT AS DESCRIBED.
 JD2555'
 JD2555'THE POINT INTERSECTED WAS THE BALL FINIAL.
 JD2555
 JD2555                          STATION RECOVERY (2005)
 JD2555
 JD2555'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD2555'RECOVERED IN GOOD CONDITION.
 JD2555
 JD2555                          STATION RECOVERY (2005)
 JD2555
 JD2555'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD2555'THE TANK HAS BEEN RAZED.  PREVIOUS RECOVERY REPORT IS INCORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0110 ***********************************************************************
 HE0110  DESIGNATION -  ELDORADO
 HE0110  PID         -  HE0110
 HE0110  STATE/COUNTY-  MO/CEDAR
 HE0110  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0110
 HE0110                         *CURRENT SURVEY CONTROL
 HE0110  ___________________________________________________________________
 HE0110* NAD 83(1997)-  37 51 51.90042(N)    094 01 58.90759(W)     ADJUSTED  
 HE0110* NAVD 88     -       281.904  (meters)     924.88   (feet)  ADJUSTED  
 HE0110  ___________________________________________________________________
 HE0110  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 HE0110  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HE0110  DYNAMIC HT  -         281.694 (meters)     924.19  (feet)  COMP
 HE0110  MODELED GRAV-     979,880.4   (mgal)                       NAVD 88
 HE0110
 HE0110  HORZ ORDER  -  SECOND
 HE0110  VERT ORDER  -  SECOND    CLASS 0
 HE0110
 HE0110.The horizontal coordinates were established by classical geodetic methods
 HE0110.and adjusted by the National Geodetic Survey in February 2000..
 HE0110
 HE0110.The orthometric height was determined by differential leveling
 HE0110.and adjusted by the National Geodetic Survey in June 1991..
 HE0110
 HE0110.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0110
 HE0110.The geoid height was determined by GEOID03.
 HE0110
 HE0110.The dynamic height is computed by dividing the NAVD 88
 HE0110.geopotential number by the normal gravity value computed on the
 HE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0110.degrees latitude (g = 980.6199 gals.).
 HE0110
 HE0110.The modeled gravity was interpolated from observed gravity values.
 HE0110
 HE0110;                    North         East     Units Scale Factor Converg.
 HE0110;SPC MO W     -   188,504.530   891,088.229   MT  0.99996196   +0 17 11.9
 HE0110;UTM  15      - 4,191,274.769   409,134.781   MT  0.99970169   -0 38 02.8
 HE0110
 HE0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0110!SPC MO W     -   0.99996070  x   0.99996196  =   0.99992266
 HE0110!UTM  15      -   0.99996070  x   0.99970169  =   0.99966240
 HE0110
 HE0110:                Primary Azimuth Mark                     Grid Az
 HE0110:SPC MO W     -  ELDORADO SPRINGS MUN TANK                051 34 59.6
 HE0110:UTM  15      -  ELDORADO SPRINGS MUN TANK                052 30 14.3
 HE0110
 HE0110|---------------------------------------------------------------------|
 HE0110| PID    Reference Object                     Distance      Geod. Az  |
 HE0110|                                                           dddmmss.s |
 HE0110| HE0875 ELDORADO SPRINGS MUN TANK           APPROX. 1.1 KM 0515211.5 |
 HE0110| HE0879 ELDORADO SPRINGS FARM ASSN TK       400.286 METERS 0732802.0 |
 HE0110| CQ5549 ELDORADO AZ MK                                     1004847.9 |
 HE0110| CQ5550 ELDORADO AZ MK 2                                   1123732.5 |
 HE0110| HE0108 ELDORADO RM 1                        29.270 METERS 20213     |
 HE0110| HE0877 ELDORADO SPRINGS COOP KAMO MST      APPROX. 2.0 KM 2702718.5 |
 HE0110| HE0109 ELDORADO RM 2                        20.226 METERS 30551     |
 HE0110|---------------------------------------------------------------------|
 HE0110
 HE0110                          SUPERSEDED SURVEY CONTROL
 HE0110
 HE0110  NAD 83(1997)-  37 51 51.90090(N)    094 01 58.90766(W) AD(       ) 2
 HE0110  NAD 83(1997)-  37 51 51.90988(N)    094 01 58.90695(W) AD(       ) 2
 HE0110  NAD 83(1986)-  37 51 51.91072(N)    094 01 58.90534(W) AD(       ) 2
 HE0110  NAD 27      -  37 51 51.78554(N)    094 01 58.11671(W) AD(       ) 2
 HE0110  NGVD 29 (??/??/92)  281.809  (m)          924.57   (f) ADJ UNCH    2 0
 HE0110
 HE0110.Superseded values are not recommended for survey control.
 HE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0110.See file dsdata.txt to determine how the superseded data were derived.
 HE0110
 HE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0913591275(NAD 83)
 HE0110_MARKER: DS = TRIANGULATION STATION DISK
 HE0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0110_STAMPING: ELDORADO 1948
 HE0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0110+STABILITY: SURFACE MOTION
 HE0110
 HE0110  HISTORY     - Date     Condition        Report By
 HE0110  HISTORY     - 1948     MONUMENTED       CGS
 HE0110  HISTORY     - 1948     GOOD             CGS
 HE0110  HISTORY     - 1953     GOOD             CGS
 HE0110  HISTORY     - 1962     GOOD             CGS
 HE0110  HISTORY     - 1963     GOOD             NGS
 HE0110  HISTORY     - 1976     GOOD             NGS
 HE0110
 HE0110                          STATION DESCRIPTION
 HE0110
 HE0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0110'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF ELDORADO SPRINGS,
 HE0110'0.05 MILE NORTH OF U.S. HIGHWAY NO. 54, 44.3 FEET WEST OF A
 HE0110'NORTH-SOUTH FENCE, 33.5 FEET SOUTH OF AN EAST-WEST FENCE, 22.5
 HE0110'FEET WEST-SOUTHWEST OF A 14-INCH OAK TREE, AND 21.5 FEET
 HE0110'NORTHEAST OF THE NORTHEAST CORNER OF A BARN.  IT IS SET 18 INCHES
 HE0110'BELOW THE SURFACE OF THE GROUND AND IS STAMPED EL DORADO 1948.
 HE0110'
 HE0110'REFERENCE MARK NO. 1 IS 56.4 FEET SOUTH-SOUTHWEST OF THE
 HE0110'SOUTHEAST CORNER OF A BARN, 8.0 FEET EAST OF THE CENTER OF A
 HE0110'BOARD GATE, AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE.  IT IS
 HE0110'SET FLUSH WITH THE GROUND AND IS STAMPED EL DORADO NO 1 1948.
 HE0110'
 HE0110'REFERENCE MARK NO. 2 IS 50.0 FEET NORTH-NORTHWEST OF THE
 HE0110'NORTHWEST CORNER OF A BARN, 9.0 FEET EAST OF THE CENTER OF A
 HE0110'BOARD GATE, AND 0.5 FOOT SOUTH OF AN EAST-WEST FENCE.  IT IS
 HE0110'SET FLUSH WITH THE GROUND AND IS STAMPED EL DORADO NO 2 1948.
 HE0110'
 HE0110'AZIMUTH MARK IS 0.2 MILE WEST OF THE INTERSECTION OF STATE
 HE0110'HIGHWAY NO. 82 AND U.S. HIGHWAY NO. 54, 47.5 FEET NORTH OF THE
 HE0110'CENTER OF U.S. HIGHWAY NO. 54, 12.0 FEET WEST OF A FIRE
 HE0110'HYDRANT, 2.5 FEET WEST OF A POWERLINE POLE, AND 1.0 FOOT WEST
 HE0110'OF A WITNESS POST.  IT PROJECTS 8 INCHES AND IS STAMPED
 HE0110'EL DORADO 1948.
 HE0110'
 HE0110'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 54 AND
 HE0110'STATE HIGHWAY NO. 82 IN THE SOUTH EDGE OF ELDORADO SPRINGS, GO
 HE0110'WEST ON U.S. HIGHWAY NO. 54 FOR 0.6 MILE TO A DRIVEWAY TO
 HE0110'THE RIGHT, TURN RIGHT INTO DRIVEWAY AND GO 0.05 MILE TO A
 HE0110'BARNYARD AND THE STATION AS DESCRIBED.
 HE0110'
 HE0110'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.05 MILE TO
 HE0110'U.S. HIGHWAY NO. 54, TURN LEFT AND GO EAST FOR 0.4 MILE TO
 HE0110'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HE0110'
 HE0110'A 74 FOOT SIGNAL AT LOGAN IS VISIBLE AT 50 FEET.
 HE0110'
 HE0110'A 74 FOOT SIGNAL AT FILLEY 1939 IS VISIBLE AT 64 FEET.
 HE0110'
 HE0110'A 74 FOOT SIGNAL AT OLYMPIA IS VISIBLE AT 64 FEET.
 HE0110'
 HE0110'A 74 FOOT SIGNAL AT BEAVER 1939 IS VISIBLE AT 64 FEET.
 HE0110'
 HE0110'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HE0110
 HE0110                          STATION RECOVERY (1948)
 HE0110
 HE0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 HE0110'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED.  STATION IS 18
 HE0110'INCHES BELOW SURFACE.  NO DIGGING WAS ATTEMPTED.  RM NO. 1 APPARENTLY
 HE0110'COVERED BY A NEW GRAVEL DRIVEWAY.  NO SIGNS OF THE AZIMUTH MARK WERE
 HE0110'VISIBLE.  POSSIBLY DESTROYED.
 HE0110'
 HE0110'THE 1948 ROUTE DESCRIPTION WAS ADEQUATE.
 HE0110
 HE0110                          STATION RECOVERY (1953)
 HE0110
 HE0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 HE0110'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HE0110'IN GOOD CONDITION EXCEPT THE STATION MARK WHICH IS ASSUMED
 HE0110'TO BE IN PLACE.  MR. N.C. BROWN IN WHOSE BARNYARD THE STATION
 HE0110'AND REFERENCE MARKS ARE LOCATED WOULD PERMIT NO DIGGING ON
 HE0110'HIS PROPERTY.  HIS REACTION STEMS FROM THE CONDITION HIS
 HE0110'BARNYARD WAS LEFT AFTER THE STEEL TOWER WAS TORN DOWN.  THE
 HE0110'STATION MARK IS DESCRIBED AS 18 INCHES UNDER THE SURFACE OF THE
 HE0110'GROUND, AND THEREFORE, WAS NOT ACTUALLY RECOVERED.
 HE0110'
 HE0110'THE AZIMUTH MARK WHICH IS THE MARK MR. FRED J ROONEY WANTED
 HE0110'MOVED, WAS DESTROYED SINCE THE STATION MARK COULD NOT BE RECOVERED.
 HE0110'
 HE0110'THE APPROXIMATE STATION LOCATION WAS FOUND BY MEASURING FROM
 HE0110'THE TWO REFERENCE MARKS AND IT WAS DETERMINED FROM THIS LOCATION
 HE0110'THAT THE ELDORADO SPRINGS, MUNICIPAL WATER TANK IS VISIBLE FROM
 HE0110'THE GROUND AND SHOULD BE LISTED AS SAME IN THE DESCRIPTION FOR
 HE0110'THIS STATION.
 HE0110
 HE0110                          STATION RECOVERY (1962)
 HE0110
 HE0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PB)
 HE0110'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HE0110'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 HE0110'MARK WAS NOT RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED
 HE0110'AT THIS DATE.  THE MARK IS A STANDARD DISK STAMPED ELDORADO 1948
 HE0110'1962, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HE0110'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 47 FEET
 HE0110'SOUTH OF THE CENTER OF U.S. HIGHWAY 54, 3 FEET NORTH OF FENCE,
 HE0110'2 FEET NORTHWEST OF A POWER POLE, 1 FOOT NORTH OF WITNESS
 HE0110'POST AND ON THE SOUTH ROAD RIGHT-OF-WAY.
 HE0110'
 HE0110'THE 1948 TO REACH IS ADEQUATE.
 HE0110'
 HE0110'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY LEADING TO THE
 HE0110'STATION, GO EAST ON U.S. HIGHWAY 54 FOR 0.2 MILE TO THE
 HE0110'AZIMUTH MARK ON THE RIGHT.
 HE0110
 HE0110                          STATION RECOVERY (1963)
 HE0110
 HE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HE0110'0.8 MI W FROM ELDORADO SPRINGS.
 HE0110'ABOUT 0.1 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0110'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH ALONG
 HE0110'STATE HIGHWAY 82, THENCE 0.6 MILE WEST ALONG U.S. HIGHWAY 54,
 HE0110'IN SECTION 29, T 36 N, R 28 W, ABOUT 300 FEET NORTH OF THE
 HE0110'HIGHWAY, IN A BARN LOT ON PROPERTY OWNED BY MR. BRUCE BROWN,
 HE0110'22 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 34 FEET
 HE0110'SOUTH OF A FENCE, 44 FEET WEST OF A FENCE, AND SET IN THE TOP
 HE0110'OF A CONCRETE POST ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 HE0110
 HE0110                          STATION RECOVERY (1976)
 HE0110
 HE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HE0110'THE STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK 1948 1962 WERE
 HE0110'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 IS BELIEVED
 HE0110'TO BE ENTACT, AS MEASUREMENTS SHOW THE MARK TO BE IN GRAVELED
 HE0110'DRIVEWAY AROUND FARM BUILDING AND AT ENTRANCE TO BARN LOT.  THE
 HE0110'STATION IS ON PROPERTY OWNED BY MR. AND MRS. RAY BOZARTH, ROUTE
 HE0110'1, BOX 5, ELDORADO SPRINGS, MO. AND MRS. BOZARTH WAS
 HE0110'CONTACTED THIS DATE.  THE PREVIOUS DESCRIPTIONS ARE ADEQUATE FOR
 HE0110'RECOVERY OF THE MARKS.  THE METAL WITNESS POST AT THE AZIMUTH
 HE0110'MARK HAD PREVIOUSLY BEEN REMOVED FOR SAFETY OF CLIMBING POWER POLE.
 HE0110'
 HE0110'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHEAST EDGE
 HE0110'OF ELDORADO SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0107 ***********************************************************************
 HE0107  DESIGNATION -  ELDORADO AZ MK 2
 HE0107  PID         -  HE0107
 HE0107  STATE/COUNTY-  MO/CEDAR
 HE0107  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0107
 HE0107                         *CURRENT SURVEY CONTROL
 HE0107  ___________________________________________________________________
 HE0107* NAD 83(1986)-  37 51 48.     (N)    094 01 47.     (W)     SCALED    
 HE0107* NAVD 88     -       277.543  (meters)     910.57   (feet)  ADJUSTED  
 HE0107  ___________________________________________________________________
 HE0107  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HE0107  DYNAMIC HT  -         277.337 (meters)     909.90  (feet)  COMP
 HE0107  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 HE0107
 HE0107  VERT ORDER  -  SECOND    CLASS 0
 HE0107
 HE0107.The horizontal coordinates were scaled from a topographic map and have
 HE0107.an estimated accuracy of +/- 6 seconds.
 HE0107
 HE0107.The orthometric height was determined by differential leveling
 HE0107.and adjusted by the National Geodetic Survey in June 1991..
 HE0107
 HE0107.The geoid height was determined by GEOID03.
 HE0107
 HE0107.The dynamic height is computed by dividing the NAVD 88
 HE0107.geopotential number by the normal gravity value computed on the
 HE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0107.degrees latitude (g = 980.6199 gals.).
 HE0107
 HE0107.The modeled gravity was interpolated from observed gravity values.
 HE0107
 HE0107;                    North         East    Units  Estimated Accuracy
 HE0107;SPC MO W     -   188,390.      891,380.      MT  (+/- 180 meters Scaled)
 HE0107
 HE0107                          SUPERSEDED SURVEY CONTROL
 HE0107
 HE0107  NGVD 29 (??/??/92)  277.448  (m)          910.26   (f) ADJ UNCH    2 0
 HE0107
 HE0107.Superseded values are not recommended for survey control.
 HE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0107.See file dsdata.txt to determine how the superseded data were derived.
 HE0107
 HE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB094911(NAD 83)
 HE0107_MARKER: DZ = AZIMUTH MARK DISK
 HE0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0107_STAMPING: ELDORADO 1948 1962
 HE0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0107+STABILITY: SURFACE MOTION
 HE0107
 HE0107  HISTORY     - Date     Condition        Report By
 HE0107  HISTORY     - 1962     MONUMENTED       CGS
 HE0107  HISTORY     - 1963     GOOD             NGS
 HE0107
 HE0107                          STATION DESCRIPTION
 HE0107
 HE0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0107'0.6 MI SW FROM ELDORADO SPRINGS.
 HE0107'ABOUT 0.1 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0107'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH
 HE0107'ALONG STATE HIGHWAY 82, THENCE 0.4 MILE WEST ALONG U.S. HIGHWAY
 HE0107'54, IN SECTION 28, T 36 N, R 28 W, ABOUT 0.1 MILE WEST OF THE
 HE0107'CROSSING OF THE HIGHWAY AND THE MISSOURI-KANSAS-TEXAS RAILROAD,
 HE0107'47 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 HE0107'NORTHWEST OF A TELEPHONE POLE, 3 FEET NORTH OF A FENCE, 1.2
 HE0107'MILE NORTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 HE0107'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HE0107'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0108 ***********************************************************************
 HE0108  DESIGNATION -  ELDORADO RM 1
 HE0108  PID         -  HE0108
 HE0108  STATE/COUNTY-  MO/CEDAR
 HE0108  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0108
 HE0108                         *CURRENT SURVEY CONTROL
 HE0108  ___________________________________________________________________
 HE0108* NAD 83(1986)-  37 51 51.     (N)    094 02 00.     (W)     SCALED    
 HE0108* NAVD 88     -       282.667  (meters)     927.38   (feet)  ADJUSTED  
 HE0108  ___________________________________________________________________
 HE0108  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HE0108  DYNAMIC HT  -         282.457 (meters)     926.69  (feet)  COMP
 HE0108  MODELED GRAV-     979,880.4   (mgal)                       NAVD 88
 HE0108
 HE0108  VERT ORDER  -  SECOND    CLASS 0
 HE0108
 HE0108.The horizontal coordinates were scaled from a topographic map and have
 HE0108.an estimated accuracy of +/- 6 seconds.
 HE0108
 HE0108.The orthometric height was determined by differential leveling
 HE0108.and adjusted by the National Geodetic Survey in June 1991..
 HE0108
 HE0108.The geoid height was determined by GEOID03.
 HE0108
 HE0108.The dynamic height is computed by dividing the NAVD 88
 HE0108.geopotential number by the normal gravity value computed on the
 HE0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0108.degrees latitude (g = 980.6199 gals.).
 HE0108
 HE0108.The modeled gravity was interpolated from observed gravity values.
 HE0108
 HE0108;                    North         East    Units  Estimated Accuracy
 HE0108;SPC MO W     -   188,480.      891,060.      MT  (+/- 180 meters Scaled)
 HE0108
 HE0108                          SUPERSEDED SURVEY CONTROL
 HE0108
 HE0108  NGVD 29 (??/??/92)  282.572  (m)          927.07   (f) ADJ UNCH    2 0
 HE0108
 HE0108.Superseded values are not recommended for survey control.
 HE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0108.See file dsdata.txt to determine how the superseded data were derived.
 HE0108
 HE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB091912(NAD 83)
 HE0108_MARKER: DR = REFERENCE MARK DISK
 HE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0108_STAMPING: ELDORADO NO 1 1948
 HE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0108+STABILITY: SURFACE MOTION
 HE0108
 HE0108  HISTORY     - Date     Condition        Report By
 HE0108  HISTORY     - 1948     MONUMENTED       CGS
 HE0108  HISTORY     - 1963     GOOD             NGS
 HE0108
 HE0108                          STATION DESCRIPTION
 HE0108
 HE0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0108'0.8 MI W FROM ELDORADO SPRINGS.
 HE0108'ABOUT 0.1 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0108'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH
 HE0108'ALONG STATE HIGHWAY 82, THENCE 0.6 MILE WEST ALONG U.S. HIGHWAY
 HE0108'54, IN SECTION 29, T 36 N, R 28 W, ABOUT 300 FEET NORTH OF THE
 HE0108'HIGHWAY, IN A BARN LOT ON PROPERTY OWNED BY MR. BRUCE BROWN,
 HE0108'56 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 96.5 FEET
 HE0108'SOUTH-SOUTHWEST OF ELDORADO 1948, 9 FEET EAST OF THE CENTER OF
 HE0108'A WOODEN GATE, 1 FOOT NORTH OF A FENCE, AND IN THE TOP OF
 HE0108'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0109 ***********************************************************************
 HE0109  DESIGNATION -  ELDORADO RM 2
 HE0109  PID         -  HE0109
 HE0109  STATE/COUNTY-  MO/CEDAR
 HE0109  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0109
 HE0109                         *CURRENT SURVEY CONTROL
 HE0109  ___________________________________________________________________
 HE0109* NAD 83(1986)-  37 51 53.     (N)    094 02 00.     (W)     SCALED    
 HE0109* NAVD 88     -       281.996  (meters)     925.18   (feet)  ADJUSTED  
 HE0109  ___________________________________________________________________
 HE0109  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HE0109  DYNAMIC HT  -         281.787 (meters)     924.50  (feet)  COMP
 HE0109  MODELED GRAV-     979,880.4   (mgal)                       NAVD 88
 HE0109
 HE0109  VERT ORDER  -  SECOND    CLASS 0
 HE0109
 HE0109.The horizontal coordinates were scaled from a topographic map and have
 HE0109.an estimated accuracy of +/- 6 seconds.
 HE0109
 HE0109.The orthometric height was determined by differential leveling
 HE0109.and adjusted by the National Geodetic Survey in June 1991..
 HE0109
 HE0109.The geoid height was determined by GEOID03.
 HE0109
 HE0109.The dynamic height is computed by dividing the NAVD 88
 HE0109.geopotential number by the normal gravity value computed on the
 HE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0109.degrees latitude (g = 980.6199 gals.).
 HE0109
 HE0109.The modeled gravity was interpolated from observed gravity values.
 HE0109
 HE0109;                    North         East    Units  Estimated Accuracy
 HE0109;SPC MO W     -   188,540.      891,060.      MT  (+/- 180 meters Scaled)
 HE0109
 HE0109                          SUPERSEDED SURVEY CONTROL
 HE0109
 HE0109  NGVD 29 (??/??/92)  281.901  (m)          924.87   (f) ADJ UNCH    2 0
 HE0109
 HE0109.Superseded values are not recommended for survey control.
 HE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0109.See file dsdata.txt to determine how the superseded data were derived.
 HE0109
 HE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB091913(NAD 83)
 HE0109_MARKER: DR = REFERENCE MARK DISK
 HE0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0109_STAMPING: ELDORADO NO 2 1948
 HE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0109+STABILITY: SURFACE MOTION
 HE0109
 HE0109  HISTORY     - Date     Condition        Report By
 HE0109  HISTORY     - 1948     MONUMENTED       CGS
 HE0109  HISTORY     - 1963     GOOD             NGS
 HE0109
 HE0109                          STATION DESCRIPTION
 HE0109
 HE0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0109'0.8 MI W FROM ELDORADO SPRINGS.
 HE0109'ABOUT 0.1 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0109'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH
 HE0109'ALONG STATE HIGHWAY 82, THENCE 0.6 MILE WEST ALONG U.S. HIGHWAY
 HE0109'54, IN SECTION 29, T 36 N, R 28 W, ABOUT 300 FEET NORTH OF
 HE0109'THE HIGHWAY, IN A BARN LOT ON PROPERTY OWNED BY MR. BRUCE BROWN,
 HE0109'50 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BARN,
 HE0109'56.4 FEET NORTHWEST OF ELDORADO 1948, 8 FEET EAST OF THE CENTER
 HE0109'OF A WOODEN GATE, 1 FOOT SOUTH OF A FENCE, AND SET IN THE TOP
 HE0109'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0877 ***********************************************************************
 HE0877  DESIGNATION -  ELDORADO SPRINGS COOP KAMO MST
 HE0877  PID         -  HE0877
 HE0877  STATE/COUNTY-  MO/CEDAR
 HE0877  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0877
 HE0877                         *CURRENT SURVEY CONTROL
 HE0877  ___________________________________________________________________
 HE0877* NAD 83(1997)-  37 51 52.39836(N)    094 03 19.18073(W)     ADJUSTED  
 HE0877* NAVD 88     -                                                        
 HE0877  ___________________________________________________________________
 HE0877  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 HE0877  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HE0877
 HE0877  HORZ ORDER  -  THIRD
 HE0877
 HE0877.The horizontal coordinates were established by classical geodetic methods
 HE0877.and adjusted by the National Geodetic Survey in February 2000..
 HE0877
 HE0877
 HE0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0877
 HE0877.The geoid height was determined by GEOID03.
 HE0877
 HE0877;                    North         East     Units Scale Factor Converg.
 HE0877;SPC MO W     -   188,510.300   889,126.159   MT  0.99996002   +0 16 22.6
 HE0877;UTM  15      - 4,191,312.058   407,173.562   MT  0.99970613   -0 38 52.1
 HE0877
 HE0877                          SUPERSEDED SURVEY CONTROL
 HE0877
 HE0877  NAD 83(1997)-  37 51 52.39884(N)    094 03 19.18068(W) AD(       ) 4
 HE0877  NAD 83(1997)-  37 51 52.40786(N)    094 03 19.17998(W) AD(       ) 4
 HE0877  NAD 83(1986)-  37 51 52.40888(N)    094 03 19.17842(W) AD(       ) 4
 HE0877  NAD 27      -  37 51 52.28376(N)    094 03 18.38640(W) AD(       ) 3
 HE0877
 HE0877.Superseded values are not recommended for survey control.
 HE0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0877.See file dsdata.txt to determine how the superseded data were derived.
 HE0877
 HE0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0717491312(NAD 83)
 HE0877_MARKER: 42 = RADIO/TV MAST
 HE0877
 HE0877  HISTORY     - Date     Condition        Report By
 HE0877  HISTORY     - 1963     FIRST OBSERVED   CGS
 HE0877
 HE0877                          STATION DESCRIPTION
 HE0877
 HE0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (PRB)
 HE0877'THE STATION IS LOCATED 2 MILES WEST OF ELDORADO SPRINGS AND
 HE0877'ABOUT 200 FEET NORTH OF US HIGHWAY 54.
 HE0877'
 HE0877'THE STATION IS A STEEL MAST PAINTED ALTERNATELY RED AND
 HE0877'WHITE IN COLOR WITH AN OVERALL HEIGHT OF 300 FEET.
 HE0877'
 HE0877'TO REACH THE STATION FROM THE POST OFFICE IN ELDORADO SPRINGS
 HE0877'GO SOUTH ON STATE HIGHWAY 82 FOR 0.8 MILE TO ITS JUNCTION
 HE0877'WITH US HIGHWAY 54.  TURN RIGHT AND GO WEST ON US HIGHWAY 54
 HE0877'FOR 1.7 MILES TO THE STATION ON THE RIGHT.
 HE0877'
 HE0877'THE FLASHING RED LIGHT AT THE TOP OF THE MAST WAS THE POINT
 HE0877'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0879 ***********************************************************************
 HE0879  DESIGNATION -  ELDORADO SPRINGS FARM ASSN TK
 HE0879  PID         -  HE0879
 HE0879  STATE/COUNTY-  MO/CEDAR
 HE0879  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0879
 HE0879                         *CURRENT SURVEY CONTROL
 HE0879  ___________________________________________________________________
 HE0879* NAD 83(1997)-  37 51 55.59461(N)    094 01 43.20797(W)     ADJUSTED  
 HE0879* NAVD 88     -                                                        
 HE0879  ___________________________________________________________________
 HE0879  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 HE0879  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HE0879
 HE0879  HORZ ORDER  -  THIRD
 HE0879
 HE0879.The horizontal coordinates were established by classical geodetic methods
 HE0879.and adjusted by the National Geodetic Survey in February 2000..
 HE0879
 HE0879
 HE0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0879
 HE0879.The geoid height was determined by GEOID03.
 HE0879
 HE0879;                    North         East     Units Scale Factor Converg.
 HE0879;SPC MO W     -   188,620.350   891,471.376   MT  0.99996235   +0 17 21.5
 HE0879;UTM  15      - 4,191,384.389   409,519.640   MT  0.99970083   -0 37 53.2
 HE0879
 HE0879                          SUPERSEDED SURVEY CONTROL
 HE0879
 HE0879  NAD 83(1997)-  37 51 55.59511(N)    094 01 43.20800(W) AD(       ) 4
 HE0879  NAD 83(1997)-  37 51 55.60410(N)    094 01 43.20730(W) AD(       ) 4
 HE0879  NAD 83(1986)-  37 51 55.60514(N)    094 01 43.20574(W) AD(       ) 4
 HE0879  NAD 27      -  37 51 55.47988(N)    094 01 42.41741(W) AD(       ) 3
 HE0879
 HE0879.Superseded values are not recommended for survey control.
 HE0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0879.See file dsdata.txt to determine how the superseded data were derived.
 HE0879
 HE0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0952091384(NAD 83)
 HE0879_MARKER: 53 = ELEVATED TANK
 HE0879
 HE0879  HISTORY     - Date     Condition        Report By
 HE0879  HISTORY     - 1948     FIRST OBSERVED   CGS
 HE0879
 HE0879                          STATION DESCRIPTION
 HE0879
 HE0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0879'THE STATION IS THE WATER TANK OF THE M.F.A. (MISSOURI FARMERS
 HE0879'ASSOCIATION) DAIRY PRODUCTS COMPANY PLANT, LOCATED ABOUT
 HE0879'1.0 MILE SOUTHWEST OF THE CENTER OF TOWN ON THE NORTH SIDE
 HE0879'OF U.S. HIGHWAY 54 AND JUST NORTH OF THE MAIN BUILDINGS.
 HE0879'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH.
 HE0879'THE ENTIRE STRUCTURE IS PAINTED ALUMNIUM.  POINT OBSERVED
 HE0879'UPON, FINIAL ON THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0878 ***********************************************************************
 HE0878  DESIGNATION -  ELDORADO SPRINGS MFA STACK
 HE0878  PID         -  HE0878
 HE0878  STATE/COUNTY-  MO/CEDAR
 HE0878  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0878
 HE0878                         *CURRENT SURVEY CONTROL
 HE0878  ___________________________________________________________________
 HE0878* NAD 83(1997)-  37 51 53.64528(N)    094 01 43.00215(W)     ADJUSTED  
 HE0878* NAVD 88     -                                                        
 HE0878  ___________________________________________________________________
 HE0878  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 HE0878  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HE0878
 HE0878  HORZ ORDER  -  THIRD
 HE0878
 HE0878.The horizontal coordinates were established by classical geodetic methods
 HE0878.and adjusted by the National Geodetic Survey in February 2000..
 HE0878
 HE0878
 HE0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0878
 HE0878.The geoid height was determined by GEOID03.
 HE0878
 HE0878;                    North         East     Units Scale Factor Converg.
 HE0878;SPC MO W     -   188,560.278   891,476.710   MT  0.99996236   +0 17 21.6
 HE0878;UTM  15      - 4,191,324.254   409,524.007   MT  0.99970082   -0 37 53.1
 HE0878
 HE0878                          SUPERSEDED SURVEY CONTROL
 HE0878
 HE0878  NAD 83(1997)-  37 51 53.64576(N)    094 01 43.00218(W) AD(       ) 4
 HE0878  NAD 83(1997)-  37 51 53.65475(N)    094 01 43.00149(W) AD(       ) 4
 HE0878  NAD 83(1986)-  37 51 53.65582(N)    094 01 42.99995(W) AD(       ) 4
 HE0878  NAD 27      -  37 51 53.53032(N)    094 01 42.21010(W) AD(       ) 3
 HE0878
 HE0878.Superseded values are not recommended for survey control.
 HE0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0878.See file dsdata.txt to determine how the superseded data were derived.
 HE0878
 HE0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0952491324(NAD 83)
 HE0878_MARKER: 63 = STACK
 HE0878
 HE0878  HISTORY     - Date     Condition        Report By
 HE0878  HISTORY     - 1963     FIRST OBSERVED   CGS
 HE0878
 HE0878                          STATION DESCRIPTION
 HE0878
 HE0878'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0875 ***********************************************************************
 HE0875  DESIGNATION -  ELDORADO SPRINGS MUN TANK
 HE0875  PID         -  HE0875
 HE0875  STATE/COUNTY-  MO/CEDAR
 HE0875  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0875
 HE0875                         *CURRENT SURVEY CONTROL
 HE0875  ___________________________________________________________________
 HE0875* NAD 83(1997)-  37 52 14.87877(N)    094 01 21.97654(W)     ADJUSTED  
 HE0875* NAVD 88     -                                                        
 HE0875  ___________________________________________________________________
 HE0875  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 HE0875  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HE0875
 HE0875  HORZ ORDER  -  THIRD
 HE0875
 HE0875.The horizontal coordinates were established by classical geodetic methods
 HE0875.and adjusted by the National Geodetic Survey in February 2000..
 HE0875
 HE0875
 HE0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0875
 HE0875.The geoid height was determined by GEOID03.
 HE0875
 HE0875;                    North         East     Units Scale Factor Converg.
 HE0875;SPC MO W     -   189,217.520   891,987.258   MT  0.99996288   +0 17 34.7
 HE0875;UTM  15      - 4,191,973.036   410,044.914   MT  0.99969966   -0 37 40.5
 HE0875
 HE0875                          SUPERSEDED SURVEY CONTROL
 HE0875
 HE0875  NAD 83(1997)-  37 52 14.87928(N)    094 01 21.97656(W) AD(       ) 4
 HE0875  NAD 83(1997)-  37 52 14.88829(N)    094 01 21.97580(W) AD(       ) 4
 HE0875  NAD 83(1986)-  37 52 14.88928(N)    094 01 21.97434(W) AD(       ) 4
 HE0875  NAD 27      -  37 52 14.76505(N)    094 01 21.18584(W) AD(       ) 3
 HE0875
 HE0875.Superseded values are not recommended for survey control.
 HE0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0875.See file dsdata.txt to determine how the superseded data were derived.
 HE0875
 HE0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1004591973(NAD 83)
 HE0875_MARKER: 53 = ELEVATED TANK
 HE0875
 HE0875  HISTORY     - Date     Condition        Report By
 HE0875  HISTORY     - 1948     FIRST OBSERVED   CGS
 HE0875
 HE0875                          STATION DESCRIPTION
 HE0875
 HE0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0875'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY,
 HE0875'LOCATED ABOUT 0.5 MILE SOUTH OF THE CENTER OF TOWN ON A HILL
 HE0875'AND JUST WEST OF STATE ROUTE NO 82.  IT IS A FOUR LEGGED
 HE0875'STEEL STRUCTURE ABOUT 110 FEET HIGH.  THE ENTIRE STRUCTURE
 HE0875'IS PAINTED GREY WITH WHITE LETTERING ELDORADO SPRINGS ON
 HE0875'THE NORTH AND SOUTH SIDES OF THE TANK.  THIS TANK IS THE
 HE0875'WEST ONE OF TWO.  POINT OBSERVED UPON, FINIAL ON THE APEX
 HE0875'OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0876 ***********************************************************************
 HE0876  DESIGNATION -  ELDORADO SPRINGS SE MUN TANK
 HE0876  PID         -  HE0876
 HE0876  STATE/COUNTY-  MO/CEDAR
 HE0876  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0876
 HE0876                         *CURRENT SURVEY CONTROL
 HE0876  ___________________________________________________________________
 HE0876* NAD 83(1997)-  37 51 51.07064(N)    094 01 09.35745(W)     ADJUSTED  
 HE0876* NAVD 88     -                                                        
 HE0876  ___________________________________________________________________
 HE0876  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 HE0876  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HE0876
 HE0876  HORZ ORDER  -  THIRD
 HE0876
 HE0876.The horizontal coordinates were established by classical geodetic methods
 HE0876.and adjusted by the National Geodetic Survey in February 2000..
 HE0876
 HE0876
 HE0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0876
 HE0876.The geoid height was determined by GEOID03.
 HE0876
 HE0876;                    North         East     Units Scale Factor Converg.
 HE0876;SPC MO W     -   188,485.095   892,299.441   MT  0.99996321   +0 17 42.3
 HE0876;UTM  15      - 4,191,235.884   410,345.208   MT  0.99969900   -0 37 32.4
 HE0876
 HE0876                          SUPERSEDED SURVEY CONTROL
 HE0876
 HE0876  NAD 83(1997)-  37 51 51.07115(N)    094 01 09.35745(W) AD(       ) 4
 HE0876  NAD 83(1997)-  37 51 51.08016(N)    094 01 09.35669(W) AD(       ) 4
 HE0876  NAD 83(1986)-  37 51 51.08113(N)    094 01 09.35518(W) AD(       ) 4
 HE0876  NAD 27      -  37 51 50.95611(N)    094 01 08.56512(W) AD(       ) 3
 HE0876
 HE0876.Superseded values are not recommended for survey control.
 HE0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0876.See file dsdata.txt to determine how the superseded data were derived.
 HE0876
 HE0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1034591236(NAD 83)
 HE0876_MARKER: 53 = ELEVATED TANK
 HE0876
 HE0876  HISTORY     - Date     Condition        Report By
 HE0876  HISTORY     - 1963     FIRST OBSERVED   CGS
 HE0876
 HE0876                          STATION DESCRIPTION
 HE0876
 HE0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (PRB)
 HE0876'THE STATION IS LOCATED IN THE SOUTHEAST PART OF ELDORADO
 HE0876'SPRINGS, 1 BLOCK NORTH OF US HIGHWAY 54.
 HE0876'
 HE0876'THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE THAT
 HE0876'IS PAINTED SILVER IN COLOR WITH AN OVERALL HEIGHT OF 100
 HE0876'FEET.
 HE0876'
 HE0876'TO REACH FROM THE POST OFFICE IN ELDORADO SPRINGS, GO SOUTH ON
 HE0876'STATE HIGHWAY 82 FOR 0.8 MILE TO ITS JUNCTION WITH US HIGHWAY
 HE0876'54.  TURN LEFT AND GO EAST ON US HIGHWAY 54 FOR 0.15 MILE
 HE0876'TO THE STATION ON THE LEFT.
 HE0876'
 HE0876'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1223 ***********************************************************************
 HD1223  DESIGNATION -  ELDRIDGE
 HD1223  PID         -  HD1223
 HD1223  STATE/COUNTY-  MO/LACLEDE
 HD1223  USGS QUAD   -  ELDRIDGE WEST (1982)
 HD1223
 HD1223                         *CURRENT SURVEY CONTROL
 HD1223  ___________________________________________________________________
 HD1223* NAD 83(1997)-  37 50 38.90191(N)    092 46 41.51974(W)     ADJUSTED  
 HD1223* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 HD1223  ___________________________________________________________________
 HD1223  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 HD1223  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HD1223
 HD1223  HORZ ORDER  -  SECOND
 HD1223
 HD1223.The horizontal coordinates were established by classical geodetic methods
 HD1223.and adjusted by the National Geodetic Survey in February 2000..
 HD1223
 HD1223.The orthometric height was scaled from a topographic map.
 HD1223
 HD1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1223
 HD1223.The geoid height was determined by GEOID03.
 HD1223
 HD1223;                    North         East     Units Scale Factor Converg.
 HD1223;SPC MO C     -   223,170.106   475,514.999   MT  0.99994071   -0 10 14.5
 HD1223;UTM  15      - 4,188,545.368   519,514.608   MT  0.99960469   +0 08 09.9
 HD1223
 HD1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1223!SPC MO C     -   0.99994787  x   0.99994071  =   0.99988858
 HD1223!UTM  15      -   0.99994787  x   0.99960469  =   0.99955258
 HD1223
 HD1223|---------------------------------------------------------------------|
 HD1223| PID    Reference Object                     Distance      Geod. Az  |
 HD1223|                                                           dddmmss.s |
 HD1223| CN6784 ELDRIDGE RM 1                        37.777 METERS 08653     |
 HD1223| CN6783 ELDRIDGE AZ MK                                     3290143.7 |
 HD1223| CN6785 ELDRIDGE RM 2                        27.420 METERS 33323     |
 HD1223|---------------------------------------------------------------------|
 HD1223
 HD1223                          SUPERSEDED SURVEY CONTROL
 HD1223
 HD1223  NAD 83(1986)-  37 50 38.91345(N)    092 46 41.51927(W) AD(       ) 2
 HD1223  NAD 27      -  37 50 38.77700(N)    092 46 40.86500(W) AD(       ) 2
 HD1223
 HD1223.Superseded values are not recommended for survey control.
 HD1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1223.See file dsdata.txt to determine how the superseded data were derived.
 HD1223
 HD1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB1951588545(NAD 83)
 HD1223_MARKER: DS = TRIANGULATION STATION DISK
 HD1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1223
 HD1223  HISTORY     - Date     Condition        Report By
 HD1223  HISTORY     - 1947     MONUMENTED       CGS
 HD1223  HISTORY     - 1969     GOOD             CGS
 HD1223  HISTORY     - 1974     GOOD             NGS
 HD1223
 HD1223                          STATION DESCRIPTION
 HD1223
 HD1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1223'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CAMDENTON, AND
 HD1223'ABOUT 2 MILES NORTHWEST OF THE VILLAGE OF ELDRIDGE.  IT IS 29
 HD1223'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 6.2 FEET SOUTH
 HD1223'OF A WITNESS POST AND 36 FEET WEST OF A T-ROAD.  THERE IS AN OAK
 HD1223'TREE MARKED WITH A TRIANGLE BLAZE IN THE SOUTHWEST CORNER OF THE
 HD1223'INTERSECTION.  THE DISK IS STAMPED ELDRIDGE 1947 AND THE MARK
 HD1223'PROJECTS 4 INCHES.
 HD1223'
 HD1223'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTHWEST OF THE
 HD1223'STATION, 19 FEET EAST OF THE CENTERLINE OF THE ROAD AND 3.6 FEET
 HD1223'SOUTH OF A WITNESS POST.  THE DISK IS STAMPED ELDRIDGE 1947
 HD1223'AND THE MARK PROJECTS 4 INCHES.
 HD1223'
 HD1223'REFERENCE MARK NO. 1 IS 123.94 FEET NORTHEAST OF THE STATION AND
 HD1223'22 FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE DISK IS STAMPED
 HD1223'ELDRIDGE NO 1 1947 AND THE MARK PROJECTS 4 INCHES.
 HD1223'
 HD1223'REFERENCE MARK NO. 2 IS 89.95 FEET NORTHWEST OF THE STATION
 HD1223'AND 36 FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE DISK IS
 HD1223'STAMPED ELDRIDGE NO 2 1947.  AND THE MARK PROJECTS 6 INCHES.
 HD1223'
 HD1223'TO REACH THE STATION FROM THE POSTOFFICE IN CAMDENTON, GO SOUTH
 HD1223'ON STATE HIGHWAY 5 FOR 18.1 MILES, THEN RIGHT (WEST) ON COUNTY
 HD1223'ROAD E 3.85 MILES TO THE POSTOFFICE IN ELDRIDGE.  CONTINUE WEST
 HD1223'0.45 MILE TO T-INTERSECTION.  TURN RIGHT AND FOLLOW MAIN ROAD
 HD1223'NORTH AND WEST 1.9 MILES TO STATION AS DESCRIBED.
 HD1223'
 HD1223'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND WEST
 HD1223'0.35 MILE TO STATION ON RIGHT AS DESCRIBED.  THE AZIMUTH MARK IS
 HD1223'NOT VISIBLE FROM THE GROUND AT THE STATION AND A CONSIDERABLE
 HD1223'AMOUNT OF CLEARING WOULD BE REQUIRED TO MAKE IT VISIBLE.
 HD1223'
 HD1223'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1223
 HD1223                          STATION RECOVERY (1969)
 HD1223
 HD1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HD1223'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 HD1223'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 HD1223'SEARCHED FOR BUT NOT FOUND AND IF STILL IN PLACE THE LINE OF SIGHT
 HD1223'WOULD BE OBSTRUCTED BY TREES--NO OBJECTS WERE VISIBLE SO THE
 HD1223'AZIMUTH MARK WAS NOT REPLACED.
 HD1223'
 HD1223'TO REACH THE STATION FROM THE POST OFFICE IN ELDRIDGE, GO WEST ON
 HD1223'STATE ROAD E FOR 0.55 MILE TO THE JUNCTION OF COUNTY ROADS E AND
 HD1223'NN.  TURN RIGHT AND GO NORTH-NORTHWEST ON COUNTY ROAD E FOR 1.95
 HD1223'MILES TO THE STATION ON THE LEFT.
 HD1223'
 HD1223'STATION MARK IS 20.5 FEET SOUTH OF THE CENTER OF STATE ROAD E,
 HD1223'10 FEET NORTH OF AN EAST-WEST FENCE, 1 FOOT WEST OF A METAL WITNESS
 HD1223'POST, AND IS EXPOSED ABOUT 1 FOOT ON NORTH SIDE.
 HD1223'
 HD1223'REFERENCE MARK NO. 1 IS 123.97 FEET NORTHEAST OF THE STATION, AND
 HD1223'28 FEET NORTH OF THE CENTER OF STATE ROAD E.
 HD1223'
 HD1223'REFERENCE MARK NO. 2 IS 89.94 FEET NORTHWEST OF THE STATION, 42
 HD1223'FEET NORTH OF THE CENTER OF STATE ROAD E AND 20 FEET NORTHWEST OF
 HD1223'A TELEPHONE POLE.
 HD1223'
 HD1223'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 HD1223'SW OF CAMDENTON.
 HD1223
 HD1223                          STATION RECOVERY (1974)
 HD1223
 HD1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HD1223'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 HD1223'RECOVERED IN GOOD CONDITION.  WHEN THE ROAD WAS REBUILT AND SURFACED
 HD1223'THE STATION MARK WAS LEFT EXPOSED ON ITS NORTH SIDE ABOUT 10
 HD1223'INCHES, HOWEVER THE ROAD WORK IS COMPLETED AND THE MARK IS SOLID
 HD1223'IN THE GROUND, (ROCKY SOIL) AND SHOULD REMAIN IN ITS ORIGINAL
 HD1223'POSITION UNDISTURBED AT THIS TIME.  THE AZIMUTH MARK WAS FOUND
 HD1223'LYING ON TOP THE GROUND NEAR ITS ORIGINAL LOCATION AND THE DISK
 HD1223'FROM THE CONCRETE MONUMENT WAS RE-CLAIMED THIS DATE.  NO TIES
 HD1223'VISIBLE TO SET A NEW AZIMUTH MARK THIS DATE.  FOLLOWING ARE
 HD1223'ADDITIONAL NOTES FOR THE STATION MARK AND THE REFERENCE MARKS.
 HD1223'
 HD1223'TO REACH THE STATION FROM THE POST OFFICE IN ELDGIDGE, GO WEST ON
 HD1223'COUNTY ROUTE E AND NN FOR 0.45 MILE TO A T-INTERSECTION.  TURN RIGHT
 HD1223'AND GO NORTH AND WEST ON ROUTE E FOR 1.9 MILE TO TOP OF HILL AND
 HD1223'THE STATION ON THE LEFT, 21 FEET SOUTH OF THE CENTER OF ROUTE E,
 HD1223'9.5 FEET NORTH OF AN EAST-WEST FENCE AND 1.5 FEET WEST OF A METAL
 HD1223'WITNESS POST.
 HD1223'
 HD1223'REFERENCE MARK 1 IS 27 FEET NORTH OF THE CENTER OF ROUTE E, 1.5
 HD1223'FEET WEST OF A METAL WITNESS POST AND THE MARK PROJECTS 8 INCHES
 HD1223'ON ITS SOUTH SIDE AND 4 INCHES ON ALL OTHER SIDES.
 HD1223'
 HD1223'REFERENCE MARK 2 IS 41 FEET NORTH OF THE CENTER OF ROUTE E, 19.5
 HD1223'FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT EAST OF A METAL WITNESS
 HD1223'POST AND THE MARK PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 HD1223'
 HD1223'NOTE--THIS STATION WAS NOT OBSERVED FOR DIRECTIONS OR DISTANCES TO
 HD1223'THE REFERENCE MARKS THIS DATE.
 HD1223'
 HD1223'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHWEST
 HD1223'OF ELDRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0867 ***********************************************************************
 HC0867  DESIGNATION -  ELK
 HC0867  PID         -  HC0867
 HC0867  STATE/COUNTY-  MO/PHELPS
 HC0867  USGS QUAD   -  DILLON (1992)
 HC0867
 HC0867                         *CURRENT SURVEY CONTROL
 HC0867  ___________________________________________________________________
 HC0867* NAD 83(1997)-  37 52 30.59047(N)    091 44 56.62826(W)     ADJUSTED  
 HC0867* NAVD 88     -       370.8    (meters)    1217.     (feet)  VERTCON   
 HC0867  ___________________________________________________________________
 HC0867  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 HC0867  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HC0867
 HC0867  HORZ ORDER  -  FIRST
 HC0867
 HC0867.The horizontal coordinates were established by classical geodetic methods
 HC0867.and adjusted by the National Geodetic Survey in February 2000..
 HC0867
 HC0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0867
 HC0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0867
 HC0867.The geoid height was determined by GEOID03.
 HC0867
 HC0867;                    North         East     Units Scale Factor Converg.
 HC0867;SPC MO C     -   226,842.748   566,064.326   MT  0.99998707   +0 27 39.8
 HC0867;SPC MO E     -   227,312.395   140,111.136   MT  1.00008201   -0 46 00.9
 HC0867;UTM  15      - 4,192,701.767   610,016.981   MT  0.99974908   +0 46 05.1
 HC0867
 HC0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0867!SPC MO C     -   0.99994662  x   0.99998707  =   0.99993369
 HC0867!SPC MO E     -   0.99994662  x   1.00008201  =   1.00002863
 HC0867!UTM  15      -   0.99994662  x   0.99974908  =   0.99969572
 HC0867
 HC0867:                Primary Azimuth Mark                     Grid Az
 HC0867:SPC MO C     -  ELK AZ MK                                000 56 09.3
 HC0867:SPC MO E     -  ELK AZ MK                                002 09 50.0
 HC0867:UTM  15      -  ELK AZ MK                                000 37 44.0
 HC0867
 HC0867|---------------------------------------------------------------------|
 HC0867| PID    Reference Object                     Distance      Geod. Az  |
 HC0867|                                                           dddmmss.s |
 HC0867| CN6786 ELK AZ MK                                          0012349.1 |
 HC0867| CN6787 ELK RM 2                             48.405 METERS 00744     |
 HC0867| HC0863 PERKINS                             APPROX.18.4 KM 0895922.0 |
 HC0867| HC1145 ELK RM 1                             45.875 METERS 27025     |
 HC0867| HC0892 ROLLA SCH OF MINES PWRHSE STK       APPROX. 9.0 KM 3453607.3 |
 HC0867| HC0894 ROLLA SCHOOL OF MINES TANK          APPROX. 9.3 KM 3461925.2 |
 HC0867| HC0891 ROLLA SHINKLE SHOE CO TANK          APPROX. 8.4 KM 3480006.1 |
 HC0867|---------------------------------------------------------------------|
 HC0867
 HC0867                          SUPERSEDED SURVEY CONTROL
 HC0867
 HC0867  NAD 83(1986)-  37 52 30.60547(N)    091 44 56.62445(W) AD(       ) 1
 HC0867  NAD 27      -  37 52 30.45600(N)    091 44 56.06300(W) AD(       ) 1
 HC0867  NGVD 29 (07/10/92)  370.7    (m)         1216.     (f) VERT ANG       
 HC0867
 HC0867.Superseded values are not recommended for survey control.
 HC0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0867.See file dsdata.txt to determine how the superseded data were derived.
 HC0867
 HC0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB1001792702(NAD 83)
 HC0867_MARKER: DD = SURVEY DISK
 HC0867_SETTING: 0 = UNSPECIFIED SETTING
 HC0867
 HC0867  HISTORY     - Date     Condition        Report By
 HC0867  HISTORY     - 1946     MONUMENTED       CGS
 HC0867  HISTORY     - 1947     GOOD             CGS
 HC0867
 HC0867                          STATION DESCRIPTION
 HC0867
 HC0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HC0867'THE STATION IS ABOUT 5 MILES SOUTH AND 1-1/4 MILES EAST OF
 HC0867'ROLLA ON PROPERTY LINE BETWEEN J.D. MITCHELL TO THE NORTH AND
 HC0867'LEROY WILLIAMS TO THE SOUTH.  IT IS 51 FEET WEST OF THE
 HC0867'CENTERLINE OF COUNTY ROUTE D, 17 FEET WEST OF A WITNESS POST,
 HC0867'17 FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF A FENCE LINE.
 HC0867'THE MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 HC0867'DISK IS STAMPED ELK 1946.
 HC0867'
 HC0867'REFERENCE MARK NO. 1 IS 150.58 FEET WEST OF THE STATION.  IT
 HC0867'IS 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS THREE INCHES
 HC0867'AND THE DISK IS STAMPED ELK NO 1 1946.
 HC0867'
 HC0867'REFERENCE MARK NO. 2 IS 158.81 FEET NORTH OF THE STATION.  THE
 HC0867'MARK IS SET IN A NORTH-SOUTH FENCE LINE.  IT IS 34 FEET WEST
 HC0867'OF THE CENTERLINE OF COUNTY ROUTE D.  THE MARK PROJECTS 1 INCH
 HC0867'AND THE DISK IS STAMPED ELK NO 2 1946.
 HC0867'
 HC0867'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 31
 HC0867'FEET WEST OF THE CENTERLINE OF COUNTY ROUTE D, 4 FEET SOUTH OF
 HC0867'A FENCE CORNER AND THREE FEET SOUTH OF A WITNESS POST.  THE
 HC0867'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ELK 1946.
 HC0867'
 HC0867'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 HC0867'AND 63 IN THE SOUTHWEST EDGE OF ROLLA, GO SOUTHERLY ON U.S. HIGHWAY
 HC0867'63 FOR 0.35 MILE.  THENCE LEFT ON STATE ROUTE 72 FOR 1.65 MILES
 HC0867'TO COUNTY ROUTE D TO THE RIGHT.  TURN RIGHT ON COUNTY ROUTE D
 HC0867'AND GO SOUTH FOR 4.25 MILES TO TOP OF HILL AND STATION ON THE
 HC0867'RIGHT AS DESCRIBED.
 HC0867'
 HC0867'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HC0867
 HC0867                          STATION RECOVERY (1947)
 HC0867
 HC0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0867'THE STATION WAS FOUND AS DESCRIBED, ALL MARKS ARE IN GOOD
 HC0867'CONDITION.  THE DIRECTION TO THE AZIMUTH MARK WAS NOT TAKEN,
 HC0867'REQUIRE A 15 FOOT STAND OR SOME CLEARING.
 HC0867'
 HC0867'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH AND 1-1/4 MILES
 HC0867'EAST OF ROLLA ON THE PROPERTY LINE BETWEEN J.D. MITCHELL ON
 HC0867'THE NORTH AND LEROY WILLIAMS ON THE SOUTH.  IT IS 51 FEET WEST
 HC0867'OF THE CENTERLINE OF COUNTY ROUTE O, 17 FEET WEST OF A FENCE
 HC0867'CORNER AND 17 FEET WEST OF A WITNESS POST.  THE MARK IS 10
 HC0867'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HC0867'ELK 1946.
 HC0867'
 HC0867'REFERENCE MARK NO. 1 IS 150.43 FEET WEST OF THE STATION, IN
 HC0867'THE EAST-WEST FENCE LINE AND 1 FOOT NORTH OF THE FENCE.  THE
 HC0867'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ELK NO 1 1946.
 HC0867'
 HC0867'REFERENCE MARK NO. 2 IS 158.81 FEET NORTH OF THE STATION, 34
 HC0867'FEET WEST OF THE CENTERLINE OF COUNTY ROUTE O IN THE NORTH-SOUTH
 HC0867'FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HC0867'ELK NO 2 1946.
 HC0867'
 HC0867'AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION, 31 FEET
 HC0867'WEST OF THE CENTERLINE OF COUNTY ROUTE O, 4 FEET SOUTH OF A
 HC0867'FENCE CORNER AND 3 FEET SOUTH OF A WITNESS POST.  THE MARK
 HC0867'PROJECTS 2 INCHES AND THE DISK IS STAMPED ELK 1946.
 HC0867'
 HC0867'TO REACH FROM THE JUNCTION OF US HIGHWAYS 66 AND 63 IN THE
 HC0867'SOUTHWEST EDGE OF ROLLA GO SOUTH ON US HIGHWAY 63 FOR 0.35
 HC0867'MILE.  THENCE LEFT ON STATE HIGHWAY 72 1.65 MILES TO COUNTY
 HC0867'ROUTE O TO THE RIGHT, TURN RIGHT ON COUNTY ROUTE O AND GO
 HC0867'SOUTHERLY FOR.
 HC0867'
 HC0867'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1112 ***********************************************************************
 HD1112  DESIGNATION -  ELK
 HD1112  PID         -  HD1112
 HD1112  STATE/COUNTY-  MO/TEXAS
 HD1112  USGS QUAD   -  CABOOL NE (1985)
 HD1112
 HD1112                         *CURRENT SURVEY CONTROL
 HD1112  ___________________________________________________________________
 HD1112* NAD 83(1997)-  37 10 55.11696(N)    092 01 52.67077(W)     ADJUSTED  
 HD1112* NAVD 88     -       390.6    (meters)    1281.     (feet)  VERTCON   
 HD1112  ___________________________________________________________________
 HD1112  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 HD1112  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HD1112
 HD1112  HORZ ORDER  -  SECOND
 HD1112
 HD1112.The horizontal coordinates were established by classical geodetic methods
 HD1112.and adjusted by the National Geodetic Survey in February 2000..
 HD1112
 HD1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1112
 HD1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1112
 HD1112.The geoid height was determined by GEOID03.
 HD1112
 HD1112;                    North         East     Units Scale Factor Converg.
 HD1112;SPC MO C     -   149,749.795   541,617.716   MT  0.99995466   +0 16 59.7
 HD1112;UTM  15      - 4,115,499.292   585,986.620   MT  0.99969108   +0 35 07.7
 HD1112
 HD1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1112!SPC MO C     -   0.99994336  x   0.99995466  =   0.99989802
 HD1112!UTM  15      -   0.99994336  x   0.99969108  =   0.99963446
 HD1112
 HD1112|---------------------------------------------------------------------|
 HD1112| PID    Reference Object                     Distance      Geod. Az  |
 HD1112|                                                           dddmmss.s |
 HD1112| CN6788 ELK RM 1                             10.182 METERS 11005     |
 HD1112| CN6789 ELK RM 2                             12.005 METERS 29052     |
 HD1112| HD1113 ELK AZ MK                           APPROX. 0.6 KM 2913653.0 |
 HD1112|---------------------------------------------------------------------|
 HD1112
 HD1112                          SUPERSEDED SURVEY CONTROL
 HD1112
 HD1112  NAD 83(1986)-  37 10 55.12852(N)    092 01 52.66949(W) AD(       ) 2
 HD1112  NAD 27      -  37 10 54.94464(N)    092 01 52.11025(W) AD(       ) 2
 HD1112  NGVD 29 (07/19/86)  390.4    (m)         1281.     (f) VERT ANG       
 HD1112
 HD1112.Superseded values are not recommended for survey control.
 HD1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1112.See file dsdata.txt to determine how the superseded data were derived.
 HD1112
 HD1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8598715499(NAD 83)
 HD1112_MARKER: DS = TRIANGULATION STATION DISK
 HD1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1112_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1112
 HD1112  HISTORY     - Date     Condition        Report By
 HD1112  HISTORY     - 1978     MONUMENTED       NGS
 HD1112
 HD1112                          STATION DESCRIPTION
 HD1112
 HD1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1112'THE STATION IS LOCATED 6 MILES (9.7 KM) NORTHEAST OF CABOOL, 11
 HD1112'MILES (17.70 KM) SOUTHWEST OF HOUSTON, 2.3 MILES (3.7 KM) WEST
 HD1112'OF ELK CREEK AND ON THE SOUTH SIDE OF COUNTY ROAD H IN THE
 HD1112'NORTHWEST 1/4 SECTION
 HD1112'22, R 10 W, T 29 N, ON THE ROAD RIGHT OF WAY.
 HD1112'
 HD1112'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY 63 AND U. S.
 HD1112'HIGHWAY 60 JUST NORTH OF CABOOL, GO NORTH ON U. S. HIGHWAY 63
 HD1112'FOR 5.25 MILES (8.45 KM) TO COUNTY ROUTE H. TURN RIGHT,
 HD1112'GO 0.1 MILES (0.16 KM) TO AZIMUTH MARK ON LEFT. CONTINUE 0.4
 HD1112'MILES (0.64 KM) TO STATION ON RIGHT
 HD1112'
 HD1112'THE STATION MARKS, STAMPED---ELK 1978---, ARE STANDARD DISKS.
 HD1112'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HD1112'SURFACE AND HAS A METAL ROD EMBEDDED IN THE MONUMENT. IT IS 1.0
 HD1112'FOOT (0.30 M) EAST OF A WITNESS POST, 4 FEET (1.22 M) NORTH OF
 HD1112'A FENCE LINE, AND 36 FEET (10.97 M) SOUTH OF THE ROAD CENTER-
 HD1112'LINE. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HD1112'CONCRETE 42 INCHES (1.07 M) BELOW THE GROUND SURFACE.
 HD1112'
 HD1112'REFERENCE MARK 1, STAMPED---ELK NO 1 1978---, IS A STANDARD
 HD1112'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HD1112'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS 1.0 FOOT
 HD1112'(0.30 M) NORTH OF A WITNESS POST, 5 FEET (1.52 M) NORTH OF A
 HD1112'FENCE LINE, 37 FEET (11.28 M) SOUTH OF ROAD CENTERLINE.
 HD1112'
 HD1112'REFERENCE MARK 2, STAMPED---ELK NO 2 1978---, IS A STANDARD
 HD1112'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HD1112'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS 7 FEET
 HD1112'(2.13 M) NORTHWEST OF A FOUR TRUNK WHITE OAK TREE, 5.5 FEET
 HD1112'(1.68 M) NORTH OF A FENCE LINE AND 36 FEET (10.97 M) SOUTH
 HD1112'OF ROAD CENTERLINE.
 HD1112'
 HD1112'THE AZIMUTH MARKS, STAMPED---ELK 1978---,ARE STANDARD AZIMUTH
 HD1112'MARK DISKS. THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 HD1112'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 HD1112'THE GROUND SURFACE. IT IS 40 FEET (12.19 M) NORTH OF THE ROAD
 HD1112'CENTERLINE, 3.2 FEET (0.98 M) SOUTHEAST OF A TELEPHONE POLE
 HD1112'AND 3 FEET (0.91 M) SOUTH OF A FENCE LINE. THE UNDERGROUND
 HD1112'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40
 HD1112'INCHES (1.02 M) BELOW THE GROUND SURFACE.
 HD1112'
 HD1112'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1751 ***********************************************************************
 GD1751  DESIGNATION -  ELK
 GD1751  PID         -  GD1751
 GD1751  STATE/COUNTY-  MO/PEMISCOT
 GD1751  USGS QUAD   -  HAYTI HEIGHTS (1978)
 GD1751
 GD1751                         *CURRENT SURVEY CONTROL
 GD1751  ___________________________________________________________________
 GD1751* NAD 83(1997)-  36 14 02.64367(N)    089 50 37.52726(W)     ADJUSTED  
 GD1751* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 GD1751  ___________________________________________________________________
 GD1751  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 GD1751  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GD1751
 GD1751  HORZ ORDER  -  SECOND
 GD1751
 GD1751.The horizontal coordinates were established by classical geodetic methods
 GD1751.and adjusted by the National Geodetic Survey in February 2000..
 GD1751
 GD1751.The orthometric height was scaled from a topographic map.
 GD1751
 GD1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1751
 GD1751.The geoid height was determined by GEOID03.
 GD1751
 GD1751;                    North         East     Units Scale Factor Converg.
 GD1751;SPC MO E     -    44,662.059   308,990.353   MT  0.99997619   +0 23 16.5
 GD1751;UTM  16      - 4,013,661.194   244,426.542   MT  1.00040487   -1 40 54.5
 GD1751
 GD1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1751!SPC MO E     -   0.99999190  x   0.99997619  =   0.99996809
 GD1751!UTM  16      -   0.99999190  x   1.00040487  =   1.00039677
 GD1751
 GD1751:                Primary Azimuth Mark                     Grid Az
 GD1751:SPC MO E     -  HAYTI N MUNICIPAL TANK                   087 10 33.8
 GD1751:UTM  16      -  HAYTI N MUNICIPAL TANK                   089 14 44.8
 GD1751
 GD1751|---------------------------------------------------------------------|
 GD1751| PID    Reference Object                     Distance      Geod. Az  |
 GD1751|                                                           dddmmss.s |
 GD1751| GD1739 HAYTI N MUNICIPAL TANK              APPROX. 8.5 KM 0873350.3 |
 GD1751| CG4005 ELK AZ MK 2                                        0905401.4 |
 GD1751| CG4006 ELK RM 1                             20.816 METERS 16113     |
 GD1751| GD1760 DEERING MUNICIPAL TANK              APPROX. 6.1 KM 2162820.2 |
 GD1751| CG4007 ELK RM 2                             23.266 METERS 24837     |
 GD1751| CG4004 ELK AZ MK                                          2642021.6 |
 GD1751| GD1761 PEMISCOT DUNKLIN ELEC RAD MAST      APPROX. 3.0 KM 2655145.3 |
 GD1751|---------------------------------------------------------------------|
 GD1751
 GD1751                          SUPERSEDED SURVEY CONTROL
 GD1751
 GD1751  NAD 83(1997)-  36 14 02.64842(N)    089 50 37.52480(W) AD(       ) 2
 GD1751  NAD 83(1997)-  36 14 02.64774(N)    089 50 37.52708(W) AD(       ) 2
 GD1751  NAD 83(1997)-  36 14 02.65318(N)    089 50 37.52587(W) AD(       ) 2
 GD1751  NAD 83(1986)-  36 14 02.65470(N)    089 50 37.52680(W) AD(       ) 2
 GD1751  NAD 27      -  36 14 02.41630(N)    089 50 37.22380(W) AD(       ) 2
 GD1751
 GD1751.Superseded values are not recommended for survey control.
 GD1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1751.See file dsdata.txt to determine how the superseded data were derived.
 GD1751
 GD1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF4442713661(NAD 83)
 GD1751_MARKER: DS = TRIANGULATION STATION DISK
 GD1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1751
 GD1751  HISTORY     - Date     Condition        Report By
 GD1751  HISTORY     - 1953     MONUMENTED       CGS
 GD1751  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GD1751  HISTORY     - 20040211 MARK NOT FOUND   USACE
 GD1751
 GD1751                          STATION DESCRIPTION
 GD1751
 GD1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1751'THE STATION IS LOCATED ABOUT 11 MILES EAST OF KENNETT, ABOUT 5 MILES
 GD1751'WEST OF HAYTI AND ABOUT 0.9 MILE WEST OF THE ELK CHUTE DRAINAGE
 GD1751'DITCH ON PROPERTY OWNED BY MR. JOE KOHN.  IT IS 45 FEET WEST OF THE
 GD1751'CENTER OF A HOUSE, 33 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 GD1751'AND 23 FEET SOUTH OF A STORM CELLAR.  IT IS SET FLUSH WITH THE
 GD1751'SURFACE OF THE GROUND AND IS STAMPED ELK 1953.
 GD1751'
 GD1751'REFERENCE MARK NO. 1 IS 61 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 GD1751'84, 55.5 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 54 FEET
 GD1751'SOUTHWEST OF THE
 GD1751'SOUTHWEST CORNER OF A HOUSE.  IT IS SET FLUSH WITH THE SURFACE OF
 GD1751'THE GROUND AND IS STAMPED ELK NO 1 1953.
 GD1751'
 GD1751'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CENTER OF A GRAVELED ROAD
 GD1751'AND 1 FOOT EAST OF A TELEPHONE BRACE POLE.  IT PROJECTS 2 INCHES AND
 GD1751'IS STAMPED ELK NO 2 1953.
 GD1751'
 GD1751'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 99.94 FEET.
 GD1751'
 GD1751'THE AZIMUTH MARK IS 54 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 84,
 GD1751'22 FEET EAST OF THE CENTER OF A GRAVELED DRIVE LEADING INTO A
 GD1751'FILLING STATION AND CABIN COURT AND 2 FEET SOUTH OF A WITNESS POST.
 GD1751'IT PROJECTS 5 INCHES AND IS STAMPED ELK 1953.
 GD1751'
 GD1751'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE CITY SQUARE IN
 GD1751'HAYTI, GO NORTH FOR 2 BLOCKS TO A SIGNAL LIGHT AND THE JUNCTION WITH
 GD1751'STATE HIGHWAY 84, TURN LEFT AND GO WEST ON STATE HIGHWAY 84 FOR 4.2
 GD1751'MILES TO THE ELK CHUTE DRAINAGE DITCH, CONTINUE AHEAD FOR 0.9 MILE
 GD1751'TO A SIDE ROAD RIGHT, A WHITE HOUSE AND RED BARN AND THE STATION IN
 GD1751'THE YARD AS DESCRIBED.
 GD1751'
 GD1751'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 GD1751'84 FOR 0.35 MILE TO A GRAVELED DRIVE LEFT AND THE AZIMUTH MARK AS
 GD1751'DESCRIBED.
 GD1751'
 GD1751'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1751
 GD1751                          STATION RECOVERY (1970)
 GD1751
 GD1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1751'THE SURFACE STATION MARK WAS FOUND BADLY BROKEN AND TILTED BY
 GD1751'CULTIVATION.  REFERENCE MARK NO. 1 WAS FOUND SOLID BUT CHIPPED.
 GD1751'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 GD1751'WAS SEARCHED FOR BUT COULD NOT BE FOUND AND IS EITHER DESTROYED OR
 GD1751'NOW UNDER CONSIDERABLE FILL.  A NEW AZIMUTH MARK WAS ESTABLISHED
 GD1751'THIS DATE.  A FIRM PLUMBING BENCH WAS ERECTED OVER THE UNDERGROUND
 GD1751'STATION MARK DISK AFTER THE SURFACE MARK WAS REMOVED, AND THE POINT
 GD1751'HELD, AFTER WHICH THE ENTIRE STATION WAS LOWERED AND A NEW
 GD1751'SURFACE STATION MARK SET ABOUT 18 INCHES BELOW THE CULTIVATED
 GD1751'SURFACE.  THE HORIZONTAL DISTANCES WERE CHECKED FROM THE
 GD1751'UNDERGROUND STATION MARK TO THE REFERENCE MARKS BEFORE THE NEW
 GD1751'SURFACE MARK WAS SET AND THE FOLLOWING DISCREPANCIES WERE NOTED.
 GD1751'PLUS 0.09 OF A FOOT FOR REFERENCE MARK NO. 1 AND PLUS 0.12 OF A FOOT
 GD1751'FOR REFERENCE MARK NO. 2.  THE STATION WAS OCCUPIED AND ALL
 GD1751'HORIZONTAL ANGLES OBSERVED USING POSITIONED INTERSECTION
 GD1751'STATION HAYTI, NORTH MUNICIPAL WATER TANK 1929 1953 AS THE INITIAL.
 GD1751'WHEN THE ANGLES BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GD1751'WERE COMPUTED A DISCREPANCY OF PLUS 01 FOOT 11.7 INCHES WAS
 GD1751'NOTED.  IN CHECKING THE 1953 HORIZONTAL DISTANCE BETWEEN THE
 GD1751'REFERENCE MARKS, A DISCREPANCY OF PLUS 0.11 OF A FOOT WAS NOTED.
 GD1751'
 GD1751'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1751'
 GD1751'THE STATION IS LOCATED IN A CULTIVATED FIELD ABOUT 11 MILES EAST
 GD1751'OF KENNETT, ABOUT 5 MILES WEST OF HAYTI, AND ABOUT 1 MILE WEST OF
 GD1751'T AND E LARGE DRAINAGE DITCH AT THE JUNCTIONS OF STATE ROUTE 84 AND
 GD1751'COUNTY ROUTES B AND Z.
 GD1751'
 GD1751'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GD1751'STATE ROUTE 84 AND NORTH THIRD STREET TWO BLOCKS NORTH OF THE
 GD1751'NORTHWEST CORNER OF THE PEMISCOT COUNTY COURTHOUSE SQUARE IN HAYTI,
 GD1751'GO WESTERLY ON STATE ROUTE 84 FOR 4.1 MILES TO A CONCRETE BRIDGE JUST
 GD1751'EAST OF THE JUNCTION OF COUNTY ROUTE B TO THE NORTH AND COUNTY
 GD1751'ROUTE Z AND THE AZIMUTH MARK IN THE NORTH CONCRETE RAILING OF THIS
 GD1751'STRUCTURE AS DESCRIBED.  CONTINUE WESTERLY ON STATE ROUTE 84 FOR
 GD1751'1.0 MILE TO A GRAVELED T ROAD RIGHT AND THE STATION IN THE
 GD1751'NORTHEAST ANGLE AS DESCRIBED.
 GD1751'
 GD1751'THE STATION IS 150 FEET WEST-NORTHWEST OF A POWERLINE POLE, 126 FEET
 GD1751'NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 84, 92 FEET
 GD1751'EAST-NORTHEAST AND ACROSS THE GRAVELED ROAD FROM A POWERLINE POLE,
 GD1751'68 FEET NORTH OF A METAL WITNESS POST AND SIGN, AND 36 FEET EAST OF
 GD1751'THE APPROXIMATE CENTER OF THE GRAVELED ROAD.  IT IS A STANDARD DISK
 GD1751'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 18 INCHES BELOW
 GD1751'THE SURFACE OF THE CULTIVATED FIELD AND THE DISK IS STAMPED ELK
 GD1751'1953 1970.
 GD1751'
 GD1751'REFERENCE MARK NO. 1 IS 119 FEET WEST OF A POWERLINE
 GD1751'POLE, 62 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 84,
 GD1751'58 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 1.1
 GD1751'FEET WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1751'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 GD1751'PROJECTS 2 INCHES AND THE DISK IS STAMPED ELK NO 1 1953.
 GD1751'
 GD1751'REFERENCE MARK NO. 2 IS 99 FEET NORTH OF THE APPROXIMATE CENTER OF
 GD1751'STATE ROUTE 84, 36 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GD1751'GRAVELED ROAD, 28 FEET NORTH OF A GUYED POWERLINE POLE, AND 1.0 FOOT
 GD1751'EAST OF A GUYED TELEPHONE POLE.  IT IS A STANDARD DISK SET IN THE
 GD1751'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 GD1751'INCHES AND THE DISK IS STAMPED ELK NO 2 1953.
 GD1751'
 GD1751'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1751'REFERENCE MARK NO. 2 IS 100.05 FEET - 30.495 METERS.
 GD1751'
 GD1751'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GD1751'THE TOP OF THE EAST END OF THE NORTH RAILING HEAD OF A CONCRETE AND
 GD1751'STEEL BRIDGE ABUTMENT, 170 FEET EAST OF THE JUNCTION OF STATE ROUTE
 GD1751'84 AND COUNTY ROUTE B TO THE NORTH AND COUNTY ROUTE Z TO THE
 GD1751'SOUTH, 22 FEET NORTH OF THE APPROXIMATE CENTER OF STATE ROUTE 84, AND
 GD1751'3 FEET ABOVE THE BRIDGE DECK.  THE DISK IS STAMPED ELK 1953 1970.
 GD1751'
 GD1751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES
 GD1751'WEST OF HAYTI.
 GD1751
 GD1751                          STATION RECOVERY (2004)
 GD1751
 GD1751'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1113 ***********************************************************************
 HD1113  DESIGNATION -  ELK AZ MK
 HD1113  PID         -  HD1113
 HD1113  STATE/COUNTY-  MO/TEXAS
 HD1113  USGS QUAD   -  CABOOL NE (1985)
 HD1113
 HD1113                         *CURRENT SURVEY CONTROL
 HD1113  ___________________________________________________________________
 HD1113* NAD 83(1997)-  37 11 02.27358(N)    092 02 15.24711(W)     ADJUSTED  
 HD1113* NAVD 88     -       360.4    (meters)    1182.     (feet)  VERTCON   
 HD1113  ___________________________________________________________________
 HD1113  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 HD1113  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HD1113
 HD1113  HORZ ORDER  -  SECOND
 HD1113
 HD1113.The horizontal coordinates were established by classical geodetic methods
 HD1113.and adjusted by the National Geodetic Survey in February 2000..
 HD1113
 HD1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1113
 HD1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1113
 HD1113.The geoid height was determined by GEOID03.
 HD1113
 HD1113;                    North         East     Units Scale Factor Converg.
 HD1113;SPC MO C     -   149,967.672   541,059.795   MT  0.99995409   +0 16 46.2
 HD1113;UTM  15      - 4,115,714.167   585,427.704   MT  0.99968990   +0 34 54.1
 HD1113
 HD1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1113!SPC MO C     -   0.99994810  x   0.99995409  =   0.99990219
 HD1113!UTM  15      -   0.99994810  x   0.99968990  =   0.99963802
 HD1113
 HD1113:                Primary Azimuth Mark                     Grid Az
 HD1113:SPC MO C     -  ELK                                      111 19 53.2
 HD1113:UTM  15      -  ELK                                      111 01 45.3
 HD1113
 HD1113|---------------------------------------------------------------------|
 HD1113| PID    Reference Object                     Distance      Geod. Az  |
 HD1113|                                                           dddmmss.s |
 HD1113| HD1112 ELK                                 APPROX. 0.6 KM 1113639.4 |
 HD1113|---------------------------------------------------------------------|
 HD1113
 HD1113                          SUPERSEDED SURVEY CONTROL
 HD1113
 HD1113  NAD 83(1986)-  37 11 02.28513(N)    092 02 15.24582(W) AD(       ) 2
 HD1113  NAD 27      -  37 11 02.10139(N)    092 02 14.68593(W) AD(       ) 2
 HD1113  NGVD 29 (07/19/86)  360.2    (m)         1182.     (f) VERT ANG       
 HD1113
 HD1113.Superseded values are not recommended for survey control.
 HD1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1113.See file dsdata.txt to determine how the superseded data were derived.
 HD1113
 HD1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8542815714(NAD 83)
 HD1113_MARKER: DZ = AZIMUTH MARK DISK
 HD1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1113+STABILITY: SURFACE MOTION
 HD1113
 HD1113  HISTORY     - Date     Condition        Report By
 HD1113  HISTORY     - 1978     MONUMENTED       NGS
 HD1113
 HD1113                          STATION DESCRIPTION
 HD1113
 HD1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1113'THE STATION IS LOCATED 6 MILES (9.7 KM) NORTHEAST OF CABOOL, 11
 HD1113'MILES (17.70 KM) SOUTHWEST OF HOUSTON, 2.3 MILES (3.7 KM) WEST
 HD1113'OF ELK CREEK AND ON THE NORTH SIDE OF COUNTY ROAD H IN SECTION
 HD1113'22, R 10 W, T 29 N, ON THE ROAD RIGHT OF WAY.  A TRAVERSE
 HD1113'CONNECTION WAS MADE TO TRAVERSE STATION ELK, USING
 HD1113'ELECTRONIC DISTANCE EQUIPMENT.
 HD1113'
 HD1113'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY 63 AND U. S.
 HD1113'HIGHWAY 60 JUST NORTH OF CABOOL, GO NORTH ON U. S. HIGHWAY 63
 HD1113'FOR 5.25 MILES (8.45 KM) TO COUNTY ROUTE H. TURN RIGHT,
 HD1113'GO 0.1 MILES (0.16 KM) TO STATION MARK ON LEFT.
 HD1113'
 HD1113'THE STATION MARKS, STAMPED---ELK 1978---,ARE STANDARD AZIMUTH
 HD1113'MARK DISKS. THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 HD1113'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 HD1113'THE GROUND SURFACE. IT IS 40 FEET (12.19 M) NORTH OF THE ROAD
 HD1113'CENTERLINE, 3.2 FEET (0.98 M) SOUTHEAST OF A TELEPHONE POLE
 HD1113'AND 3 FEET (0.91 M) SOUTH OF A FENCE LINE. THE UNDERGROUND
 HD1113'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40
 HD1113'INCHES (1.02 M) BELOW THE GROUND SURFACE.
 HD1113'
 HD1113'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1145 ***********************************************************************
 HC1145  DESIGNATION -  ELK RM 1
 HC1145  PID         -  HC1145
 HC1145  STATE/COUNTY-  MO/PHELPS
 HC1145  USGS QUAD   -  DILLON (1992)
 HC1145
 HC1145                         *CURRENT SURVEY CONTROL
 HC1145  ___________________________________________________________________
 HC1145* NAD 83(1997)-  37 52 30.60112(N)    091 44 58.50530(W)     ADJUSTED  
 HC1145* NAVD 88     -       371.3    (meters)    1218.     (feet)  VERTCON   
 HC1145  ___________________________________________________________________
 HC1145  X           -    -153,914.749 (meters)                     COMP
 HC1145  Y           -  -5,038,866.570 (meters)                     COMP
 HC1145  Z           -   3,894,725.151 (meters)                     COMP
 HC1145  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 HC1145  ELLIP HEIGHT-         340.50  (meters)          (02/17/00) GPS OBS
 HC1145  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HC1145
 HC1145  HORZ ORDER  -  FIRST
 HC1145  ELLP ORDER  -  FOURTH    CLASS I
 HC1145
 HC1145.The horizontal coordinates were established by GPS observations
 HC1145.and adjusted by the National Geodetic Survey in February 2000..
 HC1145
 HC1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC1145
 HC1145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HC1145
 HC1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1145
 HC1145.The ellipsoidal height was determined by GPS observations
 HC1145.and is referenced to NAD 83.
 HC1145
 HC1145.The geoid height was determined by GEOID03.
 HC1145
 HC1145;                    North         East     Units Scale Factor Converg.
 HC1145;SPC MO C     -   226,842.708   566,018.452   MT  0.99998700   +0 27 38.6
 HC1145;UTM  15      - 4,192,701.480   609,971.119   MT  0.99974895   +0 46 03.9
 HC1145
 HC1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1145!SPC MO C     -   0.99994657  x   0.99998700  =   0.99993357
 HC1145!UTM  15      -   0.99994657  x   0.99974895  =   0.99969554
 HC1145
 HC1145                          SUPERSEDED SURVEY CONTROL
 HC1145
 HC1145  NAD 83(1986)-  37 52 30.61598(N)    091 44 58.50150(W) AD(       ) 1
 HC1145  NGVD 29 (07/10/92)  371.2    (m)         1218.     (f) GPS OBS        
 HC1145
 HC1145.Superseded values are not recommended for survey control.
 HC1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1145.See file dsdata.txt to determine how the superseded data were derived.
 HC1145
 HC1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0997192701(NAD 83)
 HC1145_MARKER: DR = REFERENCE MARK DISK
 HC1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1145_SP_SET: CONCRETE POST
 HC1145_STAMPING: ELK NO 1 1946
 HC1145_MARK LOGO: CGS   
 HC1145_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HC1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC1145+STABILITY: SURFACE MOTION
 HC1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1145+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1991
 HC1145
 HC1145  HISTORY     - Date     Condition        Report By
 HC1145  HISTORY     - 1946     MONUMENTED       CGS
 HC1145  HISTORY     - 19910128 GOOD
 HC1145
 HC1145                          STATION DESCRIPTION
 HC1145
 HC1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HC1145'DATE OF REPORT 10-02-1991
 HC1145'STATION, AZIMUTH MARKS AND REFERENCE TIES FOLLOWS
 HC1145'THE STATION IS LOCATED ABOUT 5 MILES SOUTH AND 1 1/4 MILES EAST OF
 HC1145'ROLLA IN THE NE 1/4 OF SECTION 1, T36N, R8W IN AN OPEN PASTURE FIELD
 HC1145'ON THE WEST SIDE OF PHELPS COUNTY ROUTE -O-.  THE STATION MARK IS
 HC1145'LOCATED 201.4 FT (61.4 M)  WEST OF THE CENTER LINE OF ROUTE -O-,
 HC1145'150.43 FT (45.85 M)  WEST OF STATION ELK 1946, 168 FT (51.2 M)  WEST
 HC1145'OF A WITNESS POST AND SIGN, 73.3 FT (22.3 M)  WSW OF A NAIL AND
 HC1145'SHINER IN A 16 INCH  BLACK JACK, 96.8 FT (29.5 M)  SOUTH OF A NAIL AND
 HC1145'SHINER IN A WOODEN POST, 82.9 FT (25.3 M)  NORTHEAST OF A NAIL AND
 HC1145'SHINER IN A POWER POLE, AND 67.2 FT (20.5 M)  NORTH OF THE NORTH EDGE
 HC1145'OF THE MOWED YARD OF A TWO-STORY GREEN HOUSE.
 HC1145'NO AZIMUTH MARK WAS SET OR OBSERVED FROM ELK 1946 RM. NO. 1.
 HC1145'STATION AND AZIMUTH MARK TO REACH
 HC1145'TO REACH THE STATION FROM THE JUNCTION OF MISSOURI ROUTE 72 AND PHELPS
 HC1145'COUNTY ROUTE -O- IN THE EASTERN PART OF ROLLA, GO SOUTH ON ROUTE -O-
 HC1145'FOR 4.1 MILES AND PARK ON THE WEST RIGHT-OF-WAY OF ROUTE -O- JUST
 HC1145'NORTH OF THE TWO-STORY GREEN HOUSE.  WALK WEST ACROSS A FENCE AND A
 HC1145'PASTURE FIELD TO THE STATION AS DESCRIBED.
 HC1145'SPECIAL INFORMATION
 HC1145
 HC1145                          STATION RECOVERY (1991)
 HC1145
 HC1145'RECOVERED 1991
 HC1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0552 ***********************************************************************
 GG0552  DESIGNATION -  ELKHORN LOOKOUT TOWER
 GG0552  PID         -  GG0552
 GG0552  STATE/COUNTY-  MO/MCDONALD
 GG0552  USGS QUAD   -  MC NATT (1982)
 GG0552
 GG0552                         *CURRENT SURVEY CONTROL
 GG0552  ___________________________________________________________________
 GG0552* NAD 83(1997)-  36 40 42.06389(N)    094 15 32.28145(W)     ADJUSTED  
 GG0552* NAVD 88     -                                                        
 GG0552  ___________________________________________________________________
 GG0552  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 GG0552  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GG0552
 GG0552  HORZ ORDER  -  THIRD
 GG0552
 GG0552.The horizontal coordinates were established by classical geodetic methods
 GG0552.and adjusted by the National Geodetic Survey in February 2000..
 GG0552
 GG0552
 GG0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0552
 GG0552.The geoid height was determined by GEOID03.
 GG0552
 GG0552;                    North         East     Units Scale Factor Converg.
 GG0552;SPC MO W     -    56,803.737   871,543.528   MT  0.99994689   +0 08 38.3
 GG0552;UTM  15      - 4,059,930.068   387,509.373   MT  0.99975590   -0 45 07.5
 GG0552
 GG0552                          SUPERSEDED SURVEY CONTROL
 GG0552
 GG0552  NAD 83(1997)-  36 40 42.06397(N)    094 15 32.28142(W) AD(       ) 4
 GG0552  NAD 83(1997)-  36 40 42.06629(N)    094 15 32.28254(W) AD(       ) 4
 GG0552  NAD 83(1997)-  36 40 42.07659(N)    094 15 32.28452(W) AD(       ) 4
 GG0552  NAD 83(1986)-  36 40 42.07811(N)    094 15 32.28296(W) AD(       ) 4
 GG0552  NAD 27      -  36 40 41.81800(N)    094 15 31.52400(W) AD(       ) 3
 GG0552
 GG0552.Superseded values are not recommended for survey control.
 GG0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0552.See file dsdata.txt to determine how the superseded data were derived.
 GG0552
 GG0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8750959930(NAD 83)
 GG0552_MARKER: 57 = LOOKOUT TOWER
 GG0552
 GG0552  HISTORY     - Date     Condition        Report By
 GG0552  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0552
 GG0552                          STATION DESCRIPTION
 GG0552
 GG0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0552'THE STATION IS THE CENTER OF THE TOP OF THE LOOKOUT TOWER,
 GG0552'LOCATED ABOUT 1.5 MILES SOUTHWEST OF BETHPAGE ON THE NORTH
 GG0552'SIDE OF STATE HIGHWAY 76.  IT IS A 4 LEGGED WOODEN STRUCTURE
 GG0552'WITH A WHITE WOODEN OBSERVATION ROOM ON THE TOP.  THE OVERALL
 GG0552'HEIGHT IS ABOUT 65 FEET AND IS ON GOVERNMENT PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1255 ***********************************************************************
 HD1255  DESIGNATION -  ELKLAND
 HD1255  PID         -  HD1255
 HD1255  STATE/COUNTY-  MO/WEBSTER
 HD1255  USGS QUAD   -  ELKLAND (1970)
 HD1255
 HD1255                         *CURRENT SURVEY CONTROL
 HD1255  ___________________________________________________________________
 HD1255* NAD 83(1997)-  37 27 36.11662(N)    093 01 36.41000(W)     ADJUSTED  
 HD1255* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 HD1255  ___________________________________________________________________
 HD1255  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 HD1255  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HD1255
 HD1255  HORZ ORDER  -  FIRST
 HD1255
 HD1255.The horizontal coordinates were established by classical geodetic methods
 HD1255.and adjusted by the National Geodetic Survey in February 2000..
 HD1255
 HD1255.The orthometric height was scaled from a topographic map.
 HD1255
 HD1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1255
 HD1255.The geoid height was determined by GEOID03.
 HD1255
 HD1255;                    North         East     Units Scale Factor Converg.
 HD1255;SPC MO C     -   180,634.777   453,397.314   MT  0.99996008   -0 19 13.4
 HD1255;UTM  15      - 4,145,907.582   497,631.604   MT  0.99960007   -0 00 58.6
 HD1255
 HD1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1255!SPC MO C     -   0.99993823  x   0.99996008  =   0.99989832
 HD1255!UTM  15      -   0.99993823  x   0.99960007  =   0.99953833
 HD1255
 HD1255|---------------------------------------------------------------------|
 HD1255| PID    Reference Object                     Distance      Geod. Az  |
 HD1255|                                                           dddmmss.s |
 HD1255| CN6792 ELKLAND RM 1                        156.379 METERS 02914     |
 HD1255| CN6793 ELKLAND RM 2                         74.548 METERS 08906     |
 HD1255| HD1179 MARSHFIELD WATER TOWER              APPROX.17.7 KM 1414451.7 |
 HD1255| CN6790 ELKLAND AZ MK                                      2343107.2 |
 HD1255| CN6791 ELKLAND AZ MK 2                                    2365342.6 |
 HD1255|---------------------------------------------------------------------|
 HD1255
 HD1255                          SUPERSEDED SURVEY CONTROL
 HD1255
 HD1255  NAD 83(1997)-  37 27 36.12390(N)    093 01 36.40963(W) AD(       ) 1
 HD1255  NAD 83(1986)-  37 27 36.12810(N)    093 01 36.41060(W) AD(       ) 1
 HD1255  NAD 27      -  37 27 35.97000(N)    093 01 35.75700(W) AD(       ) 1
 HD1255
 HD1255.Superseded values are not recommended for survey control.
 HD1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1255.See file dsdata.txt to determine how the superseded data were derived.
 HD1255
 HD1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB9763245908(NAD 83)
 HD1255_MARKER: DS = TRIANGULATION STATION DISK
 HD1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1255
 HD1255  HISTORY     - Date     Condition        Report By
 HD1255  HISTORY     - 1928     MONUMENTED       CGS
 HD1255  HISTORY     - 1935     GOOD             CGS
 HD1255  HISTORY     - 1960     GOOD             CGS
 HD1255  HISTORY     - 1969     GOOD             CGS
 HD1255
 HD1255                          STATION DESCRIPTION
 HD1255
 HD1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 HD1255'ABOUT 8 MILES NORTH AND 7 MILES WEST OF MARSHFIELD, 1 MILE
 HD1255'NORTH AND ONE-HALF MILE EAST OF THE VILLAGE OF ELKLAND, IN
 HD1255'SW 1/4 SEC. 28, T. 32 N., R. 19 W., ON LAND OWNED BY LEWIS
 HD1255'DAVIDSON, ABOUT ONE-HALF MILE SOUTHEAST OF HIS HOME, IN NORTHEAST
 HD1255'CORNER OF CULTIVATED FIELD, 300 METERS (984 FEET) NORTH OF
 HD1255'ROAD, 75 METERS (246 FEET) WEST OF HALF-SECTION-LINE FENCE, AND
 HD1255'135 METERS (443 FEET) SOUTH OF FENCE AT NORTH END OF FIELD.
 HD1255'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, 22
 HD1255'INCHES BELOW SURFACE OF GROUND.  UNDERGROUND MARK IS
 HD1255'STANDARD DISK IN CONCRETE, 5 FEET BELOW SURFACE.  REFERENCE
 HD1255'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 HD1255'IS IN NORTHEAST CORNER OF FIELD, 158 METERS (518 FEET) FROM
 HD1255'STATION.  NO. 2 IS IN FENCE
 HD1255'ROW, 74.52 METERS (244.5 FEET) FROM STATION.
 HD1255
 HD1255                          STATION RECOVERY (1935)
 HD1255
 HD1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 HD1255'STATION FOUND IN GOOD CONDITION, ON LAND DESCRIBED, NOW OWNED BY
 HD1255'LOUIS DAVISON AND FARMED BY PAUL LOWDER.  STATION IS 959 FEET
 HD1255'N OF CENTER LINE OF ROAD, 455 FEET S OF FENCE ON N SIDE OF FIELD,
 HD1255'AND 211 FEET S OF LARGE ROCK EXTENDING ABOUT 1-1/2 FEET ABOVE
 HD1255'GROUND.  OTHER OLD TIES STILL HOLD.
 HD1255'
 HD1255'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION, IN NE CORNER
 HD1255'OF FIELD 1 FOOT W OF FENCE, 1 FOOT S OF FENCE, 11 FEET S OF
 HD1255'CORNER POST OF FENCE E, AND 513 FEET FROM STATION IN AZIMUTH
 HD1255'209 DEG 13 MIN 36 SEC.
 HD1255'
 HD1255'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION, AS DESCRIBED,
 HD1255'302 FEET N OF MOST NORTHERLY ONE OF TWO 12-INCH OAK TREES, 2
 HD1255'FEET E OF FENCE LINE, 953 FEET N OF CORNER POST IN SW CORNER
 HD1255'OF HOUSE YARD, AND 966 FEET N OF CENTER LINE OF ROAD.
 HD1255
 HD1255                          STATION RECOVERY (1960)
 HD1255
 HD1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1255'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 HD1255'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTIONS
 HD1255'OF THE REFERENCE MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE
 HD1255'MARK NO. 2 WAS FOUND .08 FOOT LONGER THAN THE 1928 MEASUREMENT.
 HD1255'THE DISTANCE TO REFERENCE MARK NO. 1 COULD NOT BE CHECKED
 HD1255'BECAUSE IT WAS PACED IN 1928.
 HD1255'
 HD1255'AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 HD1255'
 HD1255'FOLLOWING IS A NEW DESCRIPTION.
 HD1255'
 HD1255'THE STATION IS ABOUT 14 MILES EAST OF PLEASANT HOPE, 13 MILES
 HD1255'SOUTH OF BUFFALO, 1 MILE NORTH OF ELKLAND, IN THE SOUTHWEST
 HD1255'QUARTER OF SECTION 28, T. 32 N., R. 19 W. AND IN PASTURE LAND
 HD1255'OWNED BY MR. JOE F. MATHERN.
 HD1255'
 HD1255'TO REACH THE STATION FROM THE POST OFFICE IN ELKLAND, GO NORTH
 HD1255'ON THE GRAVEL ROAD FOR 1 MILE TO A T-INTERSECTION.  TURN RIGHT
 HD1255'AND GO EAST ON THE GRAVEL ROAD FOR 0.25 MILE TO A SIDE ROAD
 HD1255'AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO NORTH ON
 HD1255'THE GRAVEL ROAD FOR 0.3 MILE TO A WIRE GATE ON THE RIGHT JUST
 HD1255'BEFORE REACHING A FARM HOUSE ON THE RIGHT.  TURN RIGHT, PASS
 HD1255'THROUGH THE GATE AND GO EAST ON THE TRACK ROAD ALONG THE NORTH
 HD1255'SIDE OF THE BARN, THEN BEAR RIGHT AND GO SOUTHERLY FOR 0.15
 HD1255'MILE TO A WIRE GATE.  TURN LEFT, PASS THROUGH THE GATE AND
 HD1255'GO EAST ON THE LANE FOR 0.1 MILE TO THE END OF THE LANE.
 HD1255'BEAR RIGHT AND GO SOUTH THROUGH THE PASTURE FOR 0.1 MILE TO
 HD1255'THE HIGHEST POINT OF THE HILL AND THE STATION.
 HD1255'
 HD1255'THE STATION MARKS ARE STANDARD DISKS STAMPED ELKLAND 1928.  THE
 HD1255'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS 1.7 FEET
 HD1255'BELOW THE SURFACE OF THE GROUND.  IT IS 515.5 FEET SOUTHWEST OF A
 HD1255'T-FENCE CORNER AT THE NORTHEAST CORNER OF THE PASTURE, 245
 HD1255'FEET WEST OF THE NORTH-SOUTH FENCE ON THE EAST SIDE OF THE
 HD1255'PASTURE AND 225.5 FEET EAST OF THE NORTH-SOUTH FENCE ON THE WEST
 HD1255'SIDE OF THE PASTURE.  THE UNDERGROUND DISK IS SET IN AN
 HD1255'IRREGULAR MASS OF CONCRETE 5 FEET BELOW THE SURFACE OF THE
 HD1255'GROUND.
 HD1255'
 HD1255'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELKLAND NO 1 1928,
 HD1255'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HD1255'2.5 FEET SOUTHWEST OF THE T-FENCE CORNER AT THE NORTHEAST
 HD1255'CORNER OF THE PASTURE AND 1.5 FEET WEST OF THE NORTH-SOUTH
 HD1255'FENCE ON THE EAST SIDE OF THE PASTURE.
 HD1255'
 HD1255'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELKLAND NO 2 1928,
 HD1255'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 HD1255'IS 115 FEET NORTH OF A 6-INCH DECIDUOUS TREE, 9 FEET SOUTHWEST OF
 HD1255'AN 8-INCH DECIDUOUS TREE AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE
 HD1255'ON THE EAST SIDE OF THE PASTURE.
 HD1255'
 HD1255'AZIMUTH MARK, A STANDARD DISK STAMPED ELKLAND 1928, IS SET IN A
 HD1255'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 39 FEET
 HD1255'NORTH OF THE CENTER OF AN EAST-WEST GRAVEL ROAD, 20 FEET WEST OF
 HD1255'THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD, 1 FOOT EAST OF A
 HD1255'NORTH-SOUTH FENCE AND 2 FEET NORTH OF A METAL WITNESS POST.
 HD1255'
 HD1255'NOTE- REFERENCE MARK NO. 1 WAS MEASURED WITH 5 KG. THESION.
 HD1255'REFERENCE MARK NO. 2 WAS MEASURED FORWARD AND BACKWARD WITH A 300
 HD1255'FOOT TAPE.
 HD1255
 HD1255                          STATION RECOVERY (1969)
 HD1255
 HD1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HD1255'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 HD1255'NO. 2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 HD1255'CONDITION.  THE AZIMUTH MARK WAS RECOVERED BUT IN THE WAY OF
 HD1255'ROAD CONSTRUCTION AND HAD TO BE MOVED.  THE DISTANCE AND DIRECTION
 HD1255'TO REFERENCE MARK NO. 2 CHECKED.  NO ANGLE OR MEASUREMENT WAS
 HD1255'TAKEN TO REFERENCE MARK NO. 1 DUE TO CLEARING AT SITE OF MARK.
 HD1255'THE DESCRIPTION AND TO REACH WERE FOUND ADEQUATE FOR
 HD1255'RECOVERY.
 HD1255'
 HD1255'A NEW AZIMUTH MARK WAS SET.
 HD1255'
 HD1255'FOLLOWING IS A NEW DESCRIPTION FOR THE AZIMUTH MARK.
 HD1255'
 HD1255'AZIMUTH MARK, A STANDARD DISK STAMPED EKLAND 1928 1969, IS SET
 HD1255'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 HD1255'IT IS AT THE T-INTERSECTION 0.3 MILE SOUTHWEST OF THE STATION,
 HD1255'139 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AT THE
 HD1255'T-INTERSECTION, 118 FEET NORTH OF A CORNER FENCE POST, 27
 HD1255'FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 1 FOOT WEST OF
 HD1255'A FENCE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 HD1255'
 HD1255'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE
 HD1255'NORTH OF ELKLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1252 ***********************************************************************
 HD1252  DESIGNATION -  ELKTON
 HD1252  PID         -  HD1252
 HD1252  STATE/COUNTY-  MO/HICKORY
 HD1252  USGS QUAD   -  ELKTON (1991)
 HD1252
 HD1252                         *CURRENT SURVEY CONTROL
 HD1252  ___________________________________________________________________
 HD1252* NAD 83(1997)-  37 51 13.11079(N)    093 25 28.73060(W)     ADJUSTED  
 HD1252* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 HD1252  ___________________________________________________________________
 HD1252  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 HD1252  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HD1252
 HD1252  HORZ ORDER  -  THIRD
 HD1252
 HD1252.The horizontal coordinates were established by classical geodetic methods
 HD1252.and adjusted by the National Geodetic Survey in February 2000..
 HD1252
 HD1252.The orthometric height was scaled from a topographic map.
 HD1252
 HD1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1252
 HD1252.The geoid height was determined by GEOID03.
 HD1252
 HD1252;                    North         East     Units Scale Factor Converg.
 HD1252;SPC MO C     -   224,591.210   418,629.348   MT  1.00001486   -0 34 02.8
 HD1252;SPC MO W     -   187,750.875   944,634.090   MT  1.00005144   +0 39 35.8
 HD1252;UTM  15      - 4,189,661.437   462,643.034   MT  0.99961719   -0 15 38.1
 HD1252
 HD1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1252!SPC MO C     -   0.99995182  x   1.00001486  =   0.99996668
 HD1252!SPC MO W     -   0.99995182  x   1.00005144  =   1.00000326
 HD1252!UTM  15      -   0.99995182  x   0.99961719  =   0.99956903
 HD1252
 HD1252|---------------------------------------------------------------------|
 HD1252| PID    Reference Object                     Distance      Geod. Az  |
 HD1252|                                                           dddmmss.s |
 HD1252| HD0594 CWA 1255                              3.288 METERS 08136     |
 HD1252| CN6796 ELKTON RM 2                          26.216 METERS 17907     |
 HD1252| CN6794 ELKTON AZ MK                                       1815541.9 |
 HD1252| CN6795 ELKTON AZ MK 2                                     1820339.2 |
 HD1252| CN6797 ELKTON RM 3                          12.625 METERS 28858     |
 HD1252|---------------------------------------------------------------------|
 HD1252
 HD1252                          SUPERSEDED SURVEY CONTROL
 HD1252
 HD1252  NAD 83(1997)-  37 51 13.11468(N)    093 25 28.72939(W) AD(       ) 3
 HD1252  NAD 83(1997)-  37 51 13.12136(N)    093 25 28.72982(W) AD(       ) 3
 HD1252  NAD 83(1986)-  37 51 13.12155(N)    093 25 28.72962(W) AD(       ) 3
 HD1252  NAD 27      -  37 51 12.99600(N)    093 25 28.00900(W) AD(       ) 3
 HD1252
 HD1252.Superseded values are not recommended for survey control.
 HD1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1252.See file dsdata.txt to determine how the superseded data were derived.
 HD1252
 HD1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6264389661(NAD 83)
 HD1252_MARKER: DS = TRIANGULATION STATION DISK
 HD1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1252
 HD1252  HISTORY     - Date     Condition        Report By
 HD1252  HISTORY     - 1947     MONUMENTED       CGS
 HD1252  HISTORY     - 1973     GOOD             NGS
 HD1252
 HD1252                          STATION DESCRIPTION
 HD1252
 HD1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 HD1252'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH OF WHEATLAND AND IN
 HD1252'THE VILLAGE OF ELKTON.  IT IS IN THE NORTHEAST CORNER OF A CHURCH
 HD1252'YARD, 0.15 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY NO. 83
 HD1252'AND COUNTY HIGHWAY H, 75 FEET NORTH-NORTHEAST OF THE NORTHEAST
 HD1252'CORNER OF A WHITE FRAME CHURCH BUILDING, 43 FEET WEST OF THE
 HD1252'CENTER OF STATE HIGHWAY NO. 83, 14 FEET WEST-SOUTHWEST OF A
 HD1252'WITNESS POST, AND 11 FEET SOUTHWEST OF A FENCE CORNER.  IT
 HD1252'PROJECTS 1 INCH AND IS STAMPED ELKTON 1947.
 HD1252'
 HD1252'USGS BM CWA 1255 1935 (R.M. NO. 1) IS A STANDARD USGS BM DISK
 HD1252'CEMENTED IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 4
 HD1252'INCHES.  IT IS 37 FEET WEST OF THE CENTER OF STATE HIGHWAY NO.
 HD1252'83, 9 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT SOUTH OF A WITNESS
 HD1252'POST.  IT IS STAMPED CWA 1255 1935.
 HD1252'
 HD1252'REFERENCE MARK NO. 2 IS LOCATED AT THE EAST EDGE OF THE CHURCH
 HD1252'YARD, 40.5 FEET EAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 HD1252'CHURCH BUILDING AND 26 FEET WEST OF THE CENTER OF STATE
 HD1252'HIGHWAY NO. 83.  IT PROJECTS 10 INCHES AND IS STAMPED ELKTON NO 2
 HD1252'1947.
 HD1252'
 HD1252'AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF STATE HIGHWAY NO.
 HD1252'83, 1.5 FEET NORTH OF A WITNESS POST, AND 0.6 FOOT WEST OF A
 HD1252'FENCE LINE.  IT PROJECTS 5 INCHES AND IS STAMPED ELKTON 1947.
 HD1252'
 HD1252'TO REACH THE STATION FROM THE POST OFFICE IN ELKTON, GO NORTH
 HD1252'ON STATE HIGHWAY NO. 83 FOR 0.15 MILE TO THE STATION ON THE
 HD1252'LEFT AS DESCRIBED.
 HD1252'
 HD1252'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 HD1252'HIGHWAY NO. 83 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT
 HD1252'AS DESCRIBED.
 HD1252'
 HD1252'A 74 FOOT SIGNAL AT WEAUBLEAU IS VISIBLE AT 50 FEET.
 HD1252'
 HD1252'AN 87 FOOT SIGNAL AT WHEATLAND IS VISIBLE AT 50 FEET.
 HD1252'
 HD1252'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1252
 HD1252                          STATION RECOVERY (1973)
 HD1252
 HD1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 HD1252'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 HD1252'GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN CHIPPED ON ITS NORTH AND
 HD1252'SOUTH SIDES, BUT APPEARS TO BE IN ITS ORIGINAL POSITION AND
 HD1252'SOLID IN THE GROUND.  THE AZIMUTH MARK WAS FOUND TILTED OUT OF
 HD1252'POSITION.  THE AZIMUTH MARK MONUMENT WAS STRAIGHTENED UP
 HD1252'NEAR ITS ORIGINAL POSITION AND REFERENCE MARK 3 WAS ESTABLISHED
 HD1252'THIS DATE.  A POLARIS OBSERVATION WAS OBSERVED TO VERIFY THE
 HD1252'AZIMUTH MARK POSITION AFTER THE MARK WAS RESET.
 HD1252'
 HD1252'THE ROUTE TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 HD1252'
 HD1252'FOLLOWING ARE ADDITIONAL NOTES FOR THE MARKS AND A DESCRIPTION
 HD1252'FOR REFERENCE MARK 3.
 HD1252'
 HD1252'THE STATION MARK IS 67 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 HD1252'A CHURCH BUILDING, 43 FEET WEST OF THE CENTER OF STATE HIGHWAY 83,
 HD1252'15 FEET SOUTHWEST OF A FENCE CORNER AND 11 FEET SOUTH OF A FENCE.
 HD1252'
 HD1252'(REFERENCE MARK 1) BM CWA 1255 1935 (USGS) IS 74.5 FEET NORTHEAST
 HD1252'OF THE NORTHEAST CORNER OF THE CHURCH BUILDING, 33 FEET WEST OF THE
 HD1252'CENTER OF HIGHWAY 83, 9 FEET SOUTH OF THE CORNER FENCE POST AND
 HD1252'THE MARK PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 HD1252'
 HD1252'REFERENCE MARK 2 IS 40 FEET EAST-NORTHEAST OF THE SOUTHEAST
 HD1252'CORNER OF THE CHURCH BUILDING, 25 FEET WEST OF THE CENTER OF
 HD1252'HIGHWAY 83, 16.5 FEET NORTHEAST OF A LARGE TWIN TRUNKED OAK TREE
 HD1252'AND THE MARK PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 HD1252'
 HD1252'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ELKTON 1947 NO 3
 HD1252'1973, SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD, 42
 HD1252'INCHES DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM
 HD1252'OF THE ROD, ENCASED IN A 4 INCH PLASTIC PIPE AND IS FLUSH WITH
 HD1252'THE GROUND SURFACE.  IT IS 83 FEET WEST OF THE CENTER OF HIGHWAY
 HD1252'83, 70 FEET NORTH OF THE NORTHEAST CORNER OF THE CHURCH
 HD1252'BUILDING, 50.5 FEET WEST OF THE FENCE CORNER, 1 FOOT SOUTH OF
 HD1252'THE FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 HD1252'
 HD1252'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELKTON 1947 1973,
 HD1252'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 HD1252'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 29 FEET EAST
 HD1252'OF HIGHWAY 83, 1 FOOT WEST OF A NORTH-SOUTH FENCE AND 1 FOOT
 HD1252'EAST OF A METAL WITNESS POST.
 HD1252'
 HD1252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 6.5 MILES
 HD1252'SOUTH OF WHEATLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1022 ***********************************************************************
 HC1022  DESIGNATION -  ELLINGTON RESET
 HC1022  PID         -  HC1022
 HC1022  STATE/COUNTY-  MO/REYNOLDS
 HC1022  USGS QUAD   -  REDFORD (1985)
 HC1022
 HC1022                         *CURRENT SURVEY CONTROL
 HC1022  ___________________________________________________________________
 HC1022* NAD 83(1997)-  37 15 27.27382(N)    090 57 43.62775(W)     ADJUSTED  
 HC1022* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 HC1022  ___________________________________________________________________
 HC1022  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 HC1022  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HC1022
 HC1022  HORZ ORDER  -  THIRD
 HC1022
 HC1022.The horizontal coordinates were established by classical geodetic methods
 HC1022.and adjusted by the National Geodetic Survey in February 2000..
 HC1022
 HC1022.The orthometric height was scaled from a topographic map.
 HC1022
 HC1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1022
 HC1022.The geoid height was determined by GEOID03.
 HC1022
 HC1022;                    North         East     Units Scale Factor Converg.
 HC1022;SPC MO E     -   158,136.564   209,007.812   MT  0.99995403   -0 16 47.2
 HC1022;UTM  15      - 4,125,392.898   680,719.461   MT  1.00000233   +1 14 02.6
 HC1022
 HC1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1022!SPC MO E     -   0.99995760  x   0.99995403  =   0.99991163
 HC1022!UTM  15      -   0.99995760  x   1.00000233  =   0.99995993
 HC1022
 HC1022|---------------------------------------------------------------------|
 HC1022| PID    Reference Object                     Distance      Geod. Az  |
 HC1022|                                                           dddmmss.s |
 HC1022| CI4378 ELLINGTON RM 1                       18.072 METERS 10535     |
 HC1022| CI4381 ELLINGTON RM 4                       22.729 METERS 17715     |
 HC1022| HC1014 DEER RUN LOOKOUT TOWER              APPROX. 7.0 KM 2070409.4 |
 HC1022| CI4379 ELLINGTON RM 2                       22.473 METERS 22827     |
 HC1022| CI4380 ELLINGTON RM 3                       75.027 METERS 35031     |
 HC1022|---------------------------------------------------------------------|
 HC1022
 HC1022                          SUPERSEDED SURVEY CONTROL
 HC1022
 HC1022  NAD 83(1986)-  37 15 27.28566(N)    090 57 43.62596(W) AD(       ) 3
 HC1022  NAD 27      -  37 15 27.19000(N)    090 57 43.18170(W) AD(       ) 3
 HC1022
 HC1022.Superseded values are not recommended for survey control.
 HC1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1022.See file dsdata.txt to determine how the superseded data were derived.
 HC1022
 HC1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB8071925393(NAD 83)
 HC1022_MARKER: DS = TRIANGULATION STATION DISK
 HC1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1022
 HC1022  HISTORY     - Date     Condition        Report By
 HC1022  HISTORY     - 1962     MONUMENTED       CGS
 HC1022  HISTORY     - 1963     GOOD             MOHC
 HC1022  HISTORY     - 1974     SEE DESCRIPTION  NGS
 HC1022
 HC1022                          STATION DESCRIPTION
 HC1022
 HC1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1022'THE STATION IS ABOUT 1-1/2 MILES NORTH OF ELLINGTON, 0.1 MILE
 HC1022'EAST OF STATE HIGHWAY 21, AND IN THE SOUTHEAST 1/4 OF SEC. 29,
 HC1022'T. 30 N., R. 1 E., AND ON THE PROPERTY OF THE T.J. MOSS TIE
 HC1022'COMPANY.  IT IS 266 FEET SOUTH OF THE SOUTH CORNER OF THE COMPANY
 HC1022'OFFICE, 160 FEET WEST OF A TELEPHONE POLE, 128 FEET SOUTH OF
 HC1022'TWIN-TRUNK OAK TREES, AND 64 FEET SOUTHWEST OF THE CENTERLINE OF
 HC1022'A GRAVELED ROAD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 HC1022'STAMPED ELLINGTON 1962.
 HC1022'
 HC1022'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 106 IN ELLINGTON,
 HC1022'GO NORTH ON HIGHWAY 21 FOR 1.4 MILES TO A SIDE ROAD AND A DRIVEWAY
 HC1022'ON THE RIGHT.  TURN SHARP RIGHT AND GO SOUTHERLY FOR 0.2 MILE
 HC1022'TO THE STATION AT THE TOP OF A HILL IN A LUMBER YARD.
 HC1022'
 HC1022'REFERENCE MARK 1 IS 101 FEET WEST OF A TELEPHONE POLE AND 39 FEET
 HC1022'SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 HC1022'IS FLUSH AND THE DISK IS STAMPED ELLINGTON NO 1 1962.
 HC1022'
 HC1022'REFERENCE MARK 2 IS 49 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 HC1022'WOODS AND 16 FEET NORTHWEST OF THE CENTERLINE OF A DIM ROAD.
 HC1022'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ELLINGTON NO 2
 HC1022'1962.
 HC1022'
 HC1022'REFERENCE MARK 3 IS 31 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 HC1022'COMPANY OFFICE AND 1 FOOT WEST OF THE SOUTH CORNER OF A YARD
 HC1022'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HC1022'ELLINGTON NO 3 1962.
 HC1022'
 HC1022'NOTE, NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 HC1022'
 HC1022'ALL MARKS IN GOOD CONDITION.  DESCRIPTION GOOD.
 HC1022'
 HC1022'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HC1022
 HC1022                          STATION RECOVERY (1963)
 HC1022
 HC1022'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1963 (PEC)
 HC1022'ALL MARKS IN GOOD CONDITION.  DESCRIPTION GOOD.
 HC1022
 HC1022                          STATION RECOVERY (1974)
 HC1022
 HC1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HC1022'ALL THE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 HC1022'CONSTRUCTION OF A NEW SAW MILL, THE STATION MARKS HAD TO BE LOWERED
 HC1022'AND REFERENCE MARK 2 WAS REMOVED.  THE TOP OF THE HILL WAS GRADED
 HC1022'DOWN TO ABOUT 6 INCHES ABOVE THE UNDERGROUND STATION MARK.  THE
 HC1022'SURFACE STATION POINT WAS HELD BY LARGE PLUMB BENCH AND CHECKED
 HC1022'THE UNDERGROUND MARK AFTER THE GRADING WAS COMPLETED, THEN THE
 HC1022'MARKS WERE LOWERED.  THE ANGLE BETWEEN THE REFERENCE MARKS 3 AND 1
 HC1022'CHECKED THE PREVIOUS DATA AND THE DISTANCES TO THE REFERENCE MARKS
 HC1022'CHECKED THE PREVIOUS DATA FAVORABLY.  REFERENCE MARK 4 WAS
 HC1022'ESTABLISHED.
 HC1022'
 HC1022'THE ROUTE TO REACH THE STATION IS ADEQUATE.  THE PREVIOUS DESCRIPTION
 HC1022'FOR REFERENCE MARKS 1 AND 3 ARE ADEQUATE.
 HC1022'
 HC1022'FOLLOWING IS A DESCRIPTION FOR THE STATION MARK AND REFERENCE MARK 4.
 HC1022'
 HC1022'THE STATION IS ON PROPERTY OWNED BY MOSS AMERICAN A SUBSIDIARY OF
 HC1022'KERR MCGEE CORPORATION.
 HC1022'
 HC1022'STATION MARKS ARE STANDARD DISKS STAMPED ELLINGTON 1962 1974.  THE
 HC1022'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 HC1022'MONUMENT THAT IS 6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 HC1022'266 FEET SOUTH OF THE SOUTH CORNER OF THE OFFICE BUILDING, 160
 HC1022'FEET WEST OF A POWER POLE, 64 FEET SOUTHWEST OF THE CENTER OF
 HC1022'GRAVELED ROAD LEADING TO THE OLD SAW MILL AND ABOUT 50 FEET WEST
 HC1022'FROM WHERE THE HILL SLOPES EAST.  THE UNDERGROUND STATION MARK IS
 HC1022'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 HC1022'SURFACE.
 HC1022'
 HC1022'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ELLINGTON 1962 NO 4
 HC1022'1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD, DRIVEN
 HC1022'IN THE HARD PAN ROCK ABOUT 4 FEET DEEP, ENCASED IN A 5 INCH CLAY
 HC1022'TILE AND FLUSH WITH THE GROUND SURFACE AND ABOUT 2 FEET LOWER IN
 HC1022'ELEVATION THAN THE STATION MARK.
 HC1022'
 HC1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NORTH
 HC1022'OF ELLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1076 ***********************************************************************
 GE1076  DESIGNATION -  ELLSINORE
 GE1076  PID         -  GE1076
 GE1076  STATE/COUNTY-  MO/CARTER
 GE1076  USGS QUAD   -  ELLSINORE (1980)
 GE1076
 GE1076                         *CURRENT SURVEY CONTROL
 GE1076  ___________________________________________________________________
 GE1076* NAD 83(1997)-  36 56 45.93924(N)    090 44 05.50641(W)     ADJUSTED  
 GE1076* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 GE1076  ___________________________________________________________________
 GE1076  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GE1076  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GE1076
 GE1076  HORZ ORDER  -  SECOND
 GE1076
 GE1076.The horizontal coordinates were established by classical geodetic methods
 GE1076.and adjusted by the National Geodetic Survey in February 2000..
 GE1076
 GE1076.The orthometric height was scaled from a topographic map.
 GE1076
 GE1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1076
 GE1076.The geoid height was determined by GEOID03.
 GE1076
 GE1076;                    North         East     Units Scale Factor Converg.
 GE1076;SPC MO E     -   123,496.445   229,081.091   MT  0.99993872   -0 08 28.2
 GE1076;UTM  15      - 4,091,289.620   701,699.890   MT  1.00010121   +1 21 43.0
 GE1076
 GE1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1076!SPC MO E     -   0.99996305  x   0.99993872  =   0.99990177
 GE1076!UTM  15      -   0.99996305  x   1.00010121  =   1.00006425
 GE1076
 GE1076|---------------------------------------------------------------------|
 GE1076| PID    Reference Object                     Distance      Geod. Az  |
 GE1076|                                                           dddmmss.s |
 GE1076| GE1077 ELLSINORE LOOKOUT TOWER              17.499 METERS 16018     |
 GE1076| CI4384 ELLSINORE RM 1                       25.168 METERS 17310     |
 GE1076| CI4386 ELLSINORE RM 3                                     21227     |
 GE1076| GE1101 JUNCTION                            APPROX. 7.0 KM 2552356.5 |
 GE1076| CI4385 ELLSINORE RM 2                       29.203 METERS 25930     |
 GE1076|---------------------------------------------------------------------|
 GE1076
 GE1076                          SUPERSEDED SURVEY CONTROL
 GE1076
 GE1076  NAD 83(1997)-  36 56 45.94714(N)    090 44 05.50791(W) AD(       ) 2
 GE1076  NAD 83(1997)-  36 56 45.94787(N)    090 44 05.50793(W) AD(       ) 2
 GE1076  NAD 83(1986)-  36 56 45.94932(N)    090 44 05.50659(W) AD(       ) 2
 GE1076  NAD 27      -  36 56 45.76460(N)    090 44 05.07060(W) AD(       ) 2
 GE1076
 GE1076.Superseded values are not recommended for survey control.
 GE1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1076.See file dsdata.txt to determine how the superseded data were derived.
 GE1076
 GE1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0170091290(NAD 83)
 GE1076_MARKER: DS = TRIANGULATION STATION DISK
 GE1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1076
 GE1076  HISTORY     - Date     Condition        Report By
 GE1076  HISTORY     - 1963     MONUMENTED       CGS
 GE1076
 GE1076                          STATION DESCRIPTION
 GE1076
 GE1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE1076'STATION IS ABOUT 1 MILE NORTHEAST OF ELLSINORE, IN THE SE
 GE1076'1/4 OF SEC. 33, T-27-N, R-3-E, AND ON THE PROPERTY OF THE
 GE1076'U.S. FORESTRY SERVICE.  IT IS 44 FEET NORTH OF THE NORTHEAST
 GE1076'LEG OF THE LOOKOUT TOWER, 20 FEET NORTH OF THE CENTERLINE
 GE1076'OF THE GRAVELED ROAD, 18 FEET WEST OF A 10 INCH PINE TREE
 GE1076'WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE.  THE MONUMENT
 GE1076'PROJECTS 8 INCHES AND THE DISK IS STAMPED ELLSINORE 1962.
 GE1076'
 GE1076'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS A
 GE1076'AND DD IN ELLSINORE, GO NORTH AND EAST ON ROAD A FOR 0.3 MILE
 GE1076'TO A SIDE ROAD LEFT.  TURN LEFT ON THE GRAVELED ROAD AND
 GE1076'GO NORTH AND EAST FOR 0.5 MILE TO A FORK.  TAKE THE LEFT
 GE1076'FORK AND GO NORTH FOR 0.2 MILE TO A FORK.  TAKE THE LEFT
 GE1076'FORK AND CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.1 MILE
 GE1076'TO THE STATION ON THE LEFT.
 GE1076'
 GE1076'REFERENCE MARK 1 IS 25 FEET SOUTHEAST OF THE SOUTHWEST LEG
 GE1076'OF THE LOOKOUT TOWER, 18 FEET SOUTH OF THE SOUTHEAST LEG OF
 GE1076'THE TOWER AND 16 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GE1076'CIRCLE DRIVEWAY.  THE BEDROCK PROJECTS 6 INCHES AND THE
 GE1076'DISK IS STAMPED ELLSINORE NO 1 1962.
 GE1076'
 GE1076'REFERENCE MARK 2 IS 35 FEET SOUTHEAST OF A 20 INCH PINE TREE
 GE1076'AND 11 FEET NORTH OF AN 8 INCH PINE TREE.  THE BOULDER PROJECTS
 GE1076'1 FOOT AND THE DISK IS STAMPED ELLSINORE NO 2 1962.
 GE1076'
 GE1076'REFERENCE MARK 3 IS 50 FEET WEST OF THE CENTERLINE OF THE
 GE1076'GRAVELED ROAD, 3 FEET EAST OF A WITNESS POST AND 3 FEET
 GE1076'SOUTHWEST OF A 6 INCH PINE TREE.  THE BEDROCK PROJECTS 5
 GE1076'INCHES AND THE DISK IS STAMPED ELLSINORE NO 3 1962.
 GE1076'
 GE1076'THIS STATION WAS BUILT IN 1962 BUT NOT OCCUPIED UNTIL 1963.
 GE1076'
 GE1076'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1077 ***********************************************************************
 GE1077  DESIGNATION -  ELLSINORE LOOKOUT TOWER
 GE1077  PID         -  GE1077
 GE1077  STATE/COUNTY-  MO/CARTER
 GE1077  USGS QUAD   -  ELLSINORE (1980)
 GE1077
 GE1077                         *CURRENT SURVEY CONTROL
 GE1077  ___________________________________________________________________
 GE1077* NAD 83(1997)-  36 56 45.40482(N)    090 44 05.26801(W)     ADJUSTED  
 GE1077* NAVD 88     -                                                        
 GE1077  ___________________________________________________________________
 GE1077  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GE1077  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GE1077
 GE1077  HORZ ORDER  -  THIRD
 GE1077
 GE1077.The horizontal coordinates were established by classical geodetic methods
 GE1077.and adjusted by the National Geodetic Survey in February 2000..
 GE1077
 GE1077
 GE1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1077
 GE1077.The geoid height was determined by GEOID03.
 GE1077
 GE1077;                    North         East     Units Scale Factor Converg.
 GE1077;SPC MO E     -   123,479.957   229,086.949   MT  0.99993872   -0 08 28.1
 GE1077;UTM  15      - 4,091,273.288   701,706.179   MT  1.00010124   +1 21 43.1
 GE1077
 GE1077                          SUPERSEDED SURVEY CONTROL
 GE1077
 GE1077  NAD 83(1997)-  36 56 45.41275(N)    090 44 05.26952(W) AD(       ) 4
 GE1077  NAD 83(1997)-  36 56 45.41344(N)    090 44 05.26953(W) AD(       ) 4
 GE1077  NAD 83(1986)-  36 56 45.41497(N)    090 44 05.26789(W) AD(       ) 4
 GE1077  NAD 27      -  36 56 45.23000(N)    090 44 04.83200(W) AD(       ) 3
 GE1077
 GE1077.Superseded values are not recommended for survey control.
 GE1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1077.See file dsdata.txt to determine how the superseded data were derived.
 GE1077
 GE1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0170691273(NAD 83)
 GE1077_MARKER: 57 = LOOKOUT TOWER
 GE1077
 GE1077  HISTORY     - Date     Condition        Report By
 GE1077  HISTORY     - 1963     FIRST OBSERVED   CGS
 GE1077
 GE1077                          STATION DESCRIPTION
 GE1077
 GE1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE1077'STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT IS A
 GE1077'4 LEGGED STEEL STRUCTURE, WITH AN ENCLOSED OBSERVING ROOM
 GE1077'AT THE TOP.  THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT
 GE1077'100 FEET.  IT IS OWNED AND OPERATED BY THE U.S. FORESTRY
 GE1077'SERVICE.
 GE1077'
 GE1077'TO REACH THE TOWER FROM THE JUNCTION OF COUNTY ROADS A AND DD
 GE1077'IN ELLSINORE, GO NORTH AND EAST ON ROAD A FOR 0.3 MILE TO A
 GE1077'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH AND EAST ON THE
 GE1077'GRAVELED ROAD FOR 0.5 MILE TO A FORK.  TAKE THE LEFT FORK
 GE1077'AND GO NORTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A ROAD FORK.
 GE1077'TAKE THE LEFT FORK AND CONTINUE NORTH ON THE GRAVELED ROAD
 GE1077'FOR 0.1 MILE TO THE TOWER.
 GE1077'
 GE1077'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION ELLSINORE
 GE1077'AND THE DISTANCE IS 57.4 FEET OR 17.50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1845 ***********************************************************************
 JE1845  DESIGNATION -  ELM
 JE1845  PID         -  JE1845
 JE1845  STATE/COUNTY-  MO/JOHNSON
 JE1845  USGS QUAD   -  ELM (1981)
 JE1845
 JE1845                         *CURRENT SURVEY CONTROL
 JE1845  ___________________________________________________________________
 JE1845* NAD 83(1997)-  38 52 04.42470(N)    094 05 17.35429(W)     ADJUSTED  
 JE1845* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 JE1845  ___________________________________________________________________
 JE1845  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 JE1845  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JE1845
 JE1845  HORZ ORDER  -  SECOND
 JE1845
 JE1845.The horizontal coordinates were established by classical geodetic methods
 JE1845.and adjusted by the National Geodetic Survey in February 2000..
 JE1845
 JE1845.The orthometric height was scaled from a topographic map.
 JE1845
 JE1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1845
 JE1845.The geoid height was determined by GEOID03.
 JE1845
 JE1845;                    North         East     Units Scale Factor Converg.
 JE1845;SPC MO W     -   299,865.413   885,740.950   MT  0.99995690   +0 15 30.4
 JE1845;UTM  15      - 4,302,679.570   405,598.659   MT  0.99970973   -0 40 58.4
 JE1845
 JE1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1845!SPC MO W     -   0.99995458  x   0.99995690  =   0.99991148
 JE1845!UTM  15      -   0.99995458  x   0.99970973  =   0.99966432
 JE1845
 JE1845|---------------------------------------------------------------------|
 JE1845| PID    Reference Object                     Distance      Geod. Az  |
 JE1845|                                                           dddmmss.s |
 JE1845| CN6802 ELM RM 4                             27.225 METERS 18523     |
 JE1845| CN6799 ELM RM 1                             19.200 METERS 19325     |
 JE1845| CN6798 ELM AZ MK                                          2823224.5 |
 JE1845| CN6800 ELM RM 2                             19.781 METERS 28323     |
 JE1845| CN6801 ELM RM 3                             10.223 METERS 35611     |
 JE1845|---------------------------------------------------------------------|
 JE1845
 JE1845                          SUPERSEDED SURVEY CONTROL
 JE1845
 JE1845  NAD 83(1997)-  38 52 04.42521(N)    094 05 17.35462(W) AD(       ) 2
 JE1845  NAD 83(1986)-  38 52 04.43185(N)    094 05 17.35142(W) AD(       ) 2
 JE1845  NAD 27      -  38 52 04.39959(N)    094 05 16.55443(W) AD(       ) 2
 JE1845
 JE1845.Superseded values are not recommended for survey control.
 JE1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1845.See file dsdata.txt to determine how the superseded data were derived.
 JE1845
 JE1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD0559902680(NAD 83)
 JE1845_MARKER: DS = TRIANGULATION STATION DISK
 JE1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1845+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 JE1845
 JE1845  HISTORY     - Date     Condition        Report By
 JE1845  HISTORY     - 1949     MONUMENTED       CGS
 JE1845  HISTORY     - 1961     GOOD             DMA
 JE1845  HISTORY     - 1963     GOOD             CGS
 JE1845  HISTORY     - 1968     GOOD             CGS
 JE1845  HISTORY     - 20051119 GOOD             INDIV
 JE1845
 JE1845                          STATION DESCRIPTION
 JE1845
 JE1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JE1845'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF LONE JACK AND
 JE1845'3.0 MILES WEST-NORTHWEST OF ELM ON LAND OWNED BY MR. G.R. COOPER AND
 JE1845'FARMED BY MR. H.T. BRAY.  IT IS IN THE WEST EDGE OF PASTURE, 300
 JE1845'FEET SOUTH OF GATE INTO PASTURE, 39 FEET EAST OF THE CENTER OF
 JE1845'ROAD, 12 FEET EAST OF NORTH-SOUTH FENCE LINE AND 12 FEET EAST OF
 JE1845'WITNESS POST.  IT IS STAMPED ELM 1949 AND SET 10 INCHES
 JE1845'BELOW THE SURFACE OF THE GROUND.
 JE1845'
 JE1845'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 27 FEET
 JE1845'EAST OF THE CENTER OF ROAD AND 1 FOOT EAST OF NORTH-SOUTH FENCE
 JE1845'LINE.  IT IS STAMPED ELM NO 1 1949 AND SET FLUSH WITH THE SURFACE
 JE1845'OF THE GROUND.
 JE1845'
 JE1845'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 25 FEET
 JE1845'WEST OF THE CENTER OF ROAD AND 1 FOOT EAST OF NORTH-SOUTH
 JE1845'FENCE LINE.  IT IS STAMPED ELM NO 2 1949 AND PROJECTS 1 INCH.
 JE1845'
 JE1845'THE AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION, 63 FEET EAST
 JE1845'OF THE EAST END OF BOARD GATE, 50 FEET SOUTH OF THE CENTER OF
 JE1845'U.S. HIGHWAY 50 AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT
 JE1845'IS STAMPED ELM 1949 AND PROJECTS 6 INCHES.
 JE1845'
 JE1845'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50, STATE
 JE1845'HIGHWAY 150 AND COUNTY ROUTE 15S AT SOUTH EDGE OF LONE JACK, GO
 JE1845'EAST ON U.S. HIGHWAY 50 FOR 2.1 MILES TO JUNCTION WITH STATE
 JE1845'HIGHWAY 24E AND COUNTY ROUTE F, CONTINUE EAST ON U.S. HIGHWAY 50
 JE1845'FOR 2.2 MILES TO BOARD GATE ON THE RIGHT AND AZIMUTH MARK
 JE1845'JUST EAST AS DESCRIBED, CONTINUE EAST ON U.S. HIGHWAY 50 FOR 0.4
 JE1845'MILE TO T-ROAD RIGHT AND GATE INTO PASTURE IN SOUTHEAST
 JE1845'ANGLE AND STATION 300 FEET SOUTH OF GATE AS DESCRIBED.
 JE1845'
 JE1845'AN 87 FOOT SIGNAL AT STATION BAKER 1883 IS VISIBLE AT 37 FEET.
 JE1845'
 JE1845'AN 87 FOOT SIGNAL AT STATION THORNTON 1883 1949 IS VISIBLE AT
 JE1845'37 FEET.
 JE1845'
 JE1845'AN 87 FOOT SIGNAL AT STATION CHAPEL HILL 1883 1949 IS VISIBLE
 JE1845'AT 37 FEET.
 JE1845'
 JE1845'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1845
 JE1845                          STATION RECOVERY (1961)
 JE1845
 JE1845'RECOVERY NOTE BY DEFENSE MAP AGENCY 1961
 JE1845'THE STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  THERE
 JE1845'HAS BEEN ROAD CONSTRUCTION IN THE AREA, AND IT IS BELIEVED THAT THE
 JE1845'REFERENCE MARKS HAVE BEEN DESTROYED.
 JE1845
 JE1845                          STATION RECOVERY (1963)
 JE1845
 JE1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JE1845'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JE1845'FOUND IN GOOD CONDITION, EXCEPT THE REFERENCE MARKS WHICH
 JE1845'HAD BEEN DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARKS NO. 3
 JE1845'AND NO. 4 WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 JE1845'
 JE1845'STATION IS LOCATED ABOUT 4 AND 1/2 MILES EAST OF LONE JACK AND
 JE1845'3 MILES WEST-NORTHWEST OF THE TOWN OF ELM ON LAND OWNED BY
 JE1845'G.R. COOPER AND FARMED BY H.T. BRAY, 373 FEET SOUTH OF THE CENTER
 JE1845'OF U.S. HIGHWAY 50, 283 FEET SOUTH OF SOUTH GATE POST AT NORTHWEST
 JE1845'CORNER OF PASTURE, 236 FEET SOUTH OF THE CENTERLINE ON NEW
 JE1845'PROPOSED U.S. HIGHWAY 50, 38 FEET EAST OF THE CENTER OF JOHNSON
 JE1845'COUNTY AA, 18 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, AND 3
 JE1845'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE.  THE MARK IS 10
 JE1845'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JE1845'ELM 1949.
 JE1845'
 JE1845'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50, STATE
 JE1845'HIGHWAY 150, AND COUNTY ROAD 15S AT THE SOUTH EDGE OF LONE JACK,
 JE1845'GO EAST ON U.S. HIGHWAY 50 FOR 2.1 MILES TO THE JUNCTION OF
 JE1845'STATE HIGHWAY 24 E AND COUNTY ROAD F.  CONTINUE EAST ON U.S.
 JE1845'HIGHWAY 50 FOR 2.2 MILES TO A CATTLE GUARD AND GATE ON THE RIGHT
 JE1845'AND THE AZIMUTH MARK JUST EAST AS DESCRIBED.  CONTINUE EAST OF
 JE1845'U.S. HIGHWAY 50 FOR 0.4 MILE TO THE JUNCTION OF JOHNSON COUNTY
 JE1845'ROAD AA GOING SOUTH.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD
 JE1845'AA FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JE1845'
 JE1845'REFERENCE MARK NO. 3 IS 33.54 FEET NORTH OF THE STATION, 340
 JE1845'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 50, 250 FEET SOUTH OF THE
 JE1845'SOUTH GATE POST FOR GATE AT NORTHWEST CORNER OF PASTURE, 203
 JE1845'FEET SOUTH OF THE PROPOSED CENTERLINE FOR NEW U.S. HIGHWAY 50, 15
 JE1845'FEET NORTH OF A TELEPHONE POLE, 34 FEET EAST OF THE CENTER OF
 JE1845'COUNTY ROAD AA, 1 FOOT WEST OF FENCELINE, AND 1 FOOT SOUTH OF A NEW
 JE1845'STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 6 INCHES AND THE
 JE1845'DISK IS STAMPED ELM NO 3 1949.
 JE1845'
 JE1845'REFERENCE MARK NO. 4 IS 89.32 FEET SOUTH OF THE STATION, 34
 JE1845'FEET NORTH OF A TELEPHONE POLE, 34 FEET EAST OF THE CENTER OF
 JE1845'COUNTY ROAD AA, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 JE1845'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELM NO 4 1949.
 JE1845'
 JE1845'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 76 FEET EAST OF THE
 JE1845'CENTER OF CATTLE GUARD, 57 FEET EAST OF A TELEPHONE POLE, 50
 JE1845'FEET SOUTH OF THE CENTER OF HIGHWAY 50, 1 FOOT NORTH OF A FENCE,
 JE1845'AND 1 FOOT WEST OF A NEW STEEL WITNESS POST WITH SIGN.  THE MARK
 JE1845'PROJECTS 6 INCHES AND THE DISK IS STAMPED ELM 1949.
 JE1845'
 JE1845'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE1845
 JE1845                          STATION RECOVERY (1968)
 JE1845
 JE1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JE1845'STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 JE1845'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE
 JE1845'TO CHANGES IN THE AREA A COMPLETE DESCRIPTION FOLLOWS.
 JE1845'
 JE1845'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JE1845'STATE HIGHWAY 150 AT THE SOUTH EDGE OF LONE JACK, GO EAST ON U.S.
 JE1845'HIGHWAY 50 FOR 4.35 MILES TO THE AZIMUTH MARK ON THE LEFT IN THE
 JE1845'MEDIAN OF THE HIGHWAYS.  CONTINUE EAST ON U.S. HIGHWAY 50 FOR 0.05
 JE1845'MILE TO THE JUNCTION OF COUNTY ROAD AA.  TURN RIGHT AND GO SOUTH
 JE1845'ON COUNTY ROAD AA FOR 0.05 MILE TO THE STATION ON THE LEFT.
 JE1845'
 JE1845'THE STATION MARK IS 119 FEET WEST-NORTHWEST OF THE SOUTHWEST
 JE1845'CORNER OF A HOUSE, 38 FEET EAST OF THE CENTER OF COUNTY ROAD AA,
 JE1845'27 FEET NORTH-NORTHWEST OF A METAL RIGHT-OF-WAY POST, 23.5 FEET
 JE1845'SOUTH-SOUTHWEST OF A CORNER FENCE POST, AND IS ABOUT 1 FOOT BELOW
 JE1845'THE SURFACE OF THE GROUND.
 JE1845'
 JE1845'REFERENCE MARK NO. 3 IS 34 FEET EAST OF THE CENTER OF COUNTY
 JE1845'ROAD AA, 1 FOOT SOUTH OF A METAL WITNESS POST, AND PROJECTS 5
 JE1845'INCHES.
 JE1845'
 JE1845'REFERENCE MARK NO. 4, IS 36 FEET NORTH-NORTHWEST OF A CORNER
 JE1845'FENCE POST, 34 FEET EAST OF THE CENTER OF THE CENTER OF COUNTY ROAD
 JE1845'AA, 12 FEET SOUTH OF THE CENTER OF A DRIVEWAY, AND PROJECTS
 JE1845'4 INCHES.
 JE1845'
 JE1845'AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 40 FEET SOUTH
 JE1845'OF THE CENTER OF WEST BOUND LANE OF U.S. HIGHWAY 50, 1 FOOT WEST OF
 JE1845'A METAL WITNESS POST, IN THE MEDIAN OF THE HIGHWAYS, AND
 JE1845'PROJECTS 5 INCHES.
 JE1845'
 JE1845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.7 MILES
 JE1845'EAST OF LONE JACK.
 JE1845
 JE1845                          STATION RECOVERY (2005)
 JE1845
 JE1845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE1845'ACCESS TO MARKER IS THROUGH A 5 INCH COVER.  THE TOP OF THE MARKER IS
 JE1845'SET 11 INCHES BELOW THE RIM OF THE COVER.
 JE1845' 
 JE1845'REFERENCE MARK 3 FOUND IN GOOD CONDITION.
 JE1845' 
 JE1845'REFERENCE MARK 4 AND AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1110 ***********************************************************************
 KD1110  DESIGNATION -  ELMER
 KD1110  PID         -  KD1110
 KD1110  STATE/COUNTY-  MO/MACON
 KD1110  USGS QUAD   -  BARNESVILLE (1979)
 KD1110
 KD1110                         *CURRENT SURVEY CONTROL
 KD1110  ___________________________________________________________________
 KD1110* NAD 83(1997)-  39 57 00.17244(N)    092 35 59.96533(W)     ADJUSTED  
 KD1110* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 KD1110  ___________________________________________________________________
 KD1110  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 KD1110  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KD1110
 KD1110  HORZ ORDER  -  SECOND
 KD1110
 KD1110.The horizontal coordinates were established by classical geodetic methods
 KD1110.and adjusted by the National Geodetic Survey in February 2000..
 KD1110
 KD1110.The orthometric height was scaled from a topographic map.
 KD1110
 KD1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1110
 KD1110.The geoid height was determined by GEOID03.
 KD1110
 KD1110;                    North         East     Units Scale Factor Converg.
 KD1110;SPC MO C     -   456,907.205   491,455.787   MT  0.99993423   -0 03 51.1
 KD1110;UTM  15      - 4,422,289.639   534,169.618   MT  0.99961437   +0 15 24.7
 KD1110
 KD1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1110!SPC MO C     -   0.99996769  x   0.99993423  =   0.99990193
 KD1110!UTM  15      -   0.99996769  x   0.99961437  =   0.99958208
 KD1110
 KD1110:                Primary Azimuth Mark                     Grid Az
 KD1110:SPC MO C     -  LACKEY                                   001 20 09.0
 KD1110:UTM  15      -  LACKEY                                   001 00 53.2
 KD1110
 KD1110|---------------------------------------------------------------------|
 KD1110| PID    Reference Object                     Distance      Geod. Az  |
 KD1110|                                                           dddmmss.s |
 KD1110| LE0484 LACKEY                              APPROX.17.7 KM 0011617.9 |
 KD1110| LE0485 KANSAS CITY CHICAGO AWY BN 12       APPROX.17.6 KM 0160208.1 |
 KD1110| LE0466 LA PLATA STANOLIND PLINE CO TK      APPROX.13.0 KM 0441836.4 |
 KD1110| LE0467 LA PLATA MUNICIPAL TANK             APPROX.12.5 KM 0485618.4 |
 KD1110| CL8451 ELMER RM 3                           30.794 METERS 07319     |
 KD1110| CL8449 ELMER RM 1                           38.789 METERS 10635     |
 KD1110| CL8448 ELMER AZ MK                                        1611535.7 |
 KD1110| LE0493 KANSAS CITY CHICAGO AWY BN 11       APPROX.12.7 KM 3125020.3 |
 KD1110| CL8450 ELMER RM 2                           27.158 METERS 33557     |
 KD1110|---------------------------------------------------------------------|
 KD1110
 KD1110                          SUPERSEDED SURVEY CONTROL
 KD1110
 KD1110  NAD 83(1997)-  39 57 00.17407(N)    092 35 59.97095(W) AD(       ) 2
 KD1110  NAD 83(1986)-  39 57 00.17631(N)    092 35 59.97425(W) AD(       ) 2
 KD1110  NAD 27      -  39 57 00.05450(N)    092 35 59.28800(W) AD(       ) 2
 KD1110
 KD1110.Superseded values are not recommended for survey control.
 KD1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1110.See file dsdata.txt to determine how the superseded data were derived.
 KD1110
 KD1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE3417022290(NAD 83)
 KD1110_MARKER: DD = SURVEY DISK
 KD1110_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KD1110
 KD1110  HISTORY     - Date     Condition        Report By
 KD1110  HISTORY     - 1948     MONUMENTED       CGS
 KD1110  HISTORY     - 1949     GOOD             CGS
 KD1110  HISTORY     - 1966     GOOD             CGS
 KD1110
 KD1110                          STATION DESCRIPTION
 KD1110
 KD1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1110'THE STATION IS LOCATED ABOUT 2.75 MILES EAST OF THE VILLAGE OF ELMER,
 KD1110'ON LAND OWNED BY MR. MARCH.  IT IS 50 FEET NORTHWEST OF THE SOUTH
 KD1110'POST OF A WIRE GATE, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KD1110'ROAD AND 19 FEET SOUTHWEST OF THE FENCE.  THE MARK IS 6 INCHES
 KD1110'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ELMER 1948.
 KD1110'
 KD1110'REFERENCE MARK NO. 1 IS 127.26 FEET EAST-SOUTHEAST OF THE STATION,
 KD1110'85 FEET EAST OF THE SOUTH POST OF WIRE GATE, 16 FEET SOUTH OF THE
 KD1110'CENTERLINE OF THE ROAD AND 4 FEET NORTH OF THE FENCE.  THE MARK
 KD1110'PROJECTS 6 INCHES AND THE DISK IS STAMPED ELMER NO 1 1948.
 KD1110'
 KD1110'REFERENCE MARK NO. 2 IS 89.07 FEET NORTH-NORTHWEST OF THE STATION,
 KD1110'15 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 2 FEET
 KD1110'SOUTHWEST OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 KD1110'IS STAMPED ELMER NO 2 1948.
 KD1110'
 KD1110'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH-SOUTHEAST OF THE STATION AND
 KD1110'15 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS
 KD1110'6 INCHES AND THE DISK IS STAMPED ELMER 1948.
 KD1110'
 KD1110'TO REACH FROM THE POST OFFICE IN ATLANTA, GO EAST 0.2 MILE TO US
 KD1110'HIGHWAY 63, TURN LEFT (NORTH) ON HIGHWAY 63 1.4 MILE TO COUNTY
 KD1110'ROUTE J, TURN LEFT (WEST) ON ROUTE J 4.0 MILES TO CROSSROADS AT
 KD1110'STORE AND GAS STATION, CONTINUE WEST ON ROUTE J 3.0 MILES TO
 KD1110'CROSSROADS, TURN RIGHT (NORTH) ON A DIRT ROAD 1.3 MILE TO A
 KD1110'T ROAD LEFT, TURN LEFT (WEST) 0.1 MILE TO WHERE ROAD CURVES
 KD1110'RIGHT AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 KD1110'STATION, GO EAST 0.1 MILE TO T-INTERSECTION, TURN RIGHT (SOUTH)
 KD1110'0.2 MILE TO THE CENTER OF JOG IN ROAD AND THE MARK ON THE
 KD1110'SOUTH SIDE OF ROAD.
 KD1110'
 KD1110'A 100 FOOT SIGNAL AT CALLAO, BOSTON AND LACKEY 1934 IS VISIBLE
 KD1110'AT 50 FEET.
 KD1110'
 KD1110'AN 87 FOOT SIGNAL AT HILL 1934 IS VISIBLE AT 50 FEET.
 KD1110'
 KD1110'A 74 FOOT SIGNAL AT YORK AND ATHA IS VISIBLE AT 50 FEET.
 KD1110'
 KD1110'A 74 FOOT SIGNAL AT GIFFORD IS VISIBLE FROM THE GROUND.
 KD1110'
 KD1110'A 4 FOOT SIGNAL AT KOGER IS VISIBLE AT 25 FEET.
 KD1110'
 KD1110'NOTE- THE STATION MARK IS AN IRREGULAR SHAPED MASS OF CONCRETE,
 KD1110'DUE TO ANIMAL TRAFFIC.
 KD1110'
 KD1110'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1110
 KD1110                          STATION RECOVERY (1949)
 KD1110
 KD1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1110'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1948 AND ALL
 KD1110'MARKS WERE FOUND IN GOOD CONDITION.  A SMALL DIFFERENCE, IN THE
 KD1110'DISTANCE TO R.M. NO. 2, WAS FOUND.  THE 1948 DESCRIPTION IS
 KD1110'ADEQUATE.
 KD1110'
 KD1110'A 100 FOOT SIGNAL AT LACKEY 1934 IS VISIBLE AT 77 FEET.
 KD1110'
 KD1110'A 100 FOOT SIGNAL AT LA PLATA 1949 IS VISIBLE AT 77 FEET.
 KD1110'
 KD1110'A 74 FOOT SIGNAL AT LOVE 1949 IS VISIBLE AT 37 FEET.
 KD1110'
 KD1110'A 100 FOOT SIGNAL AT ATLANTA 1949 IS VISIBLE AT 37 FEET.
 KD1110'
 KD1110'A 100 FOOT SIGNAL AT CALLAO 1948 IS VISIBLE AT 50 FEET.
 KD1110'
 KD1110'HEIGHT OF TOWER - 90 FEET.
 KD1110
 KD1110                          STATION RECOVERY (1966)
 KD1110
 KD1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1110'THE STATION MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 KD1110'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 KD1110'DESTROYED.  THE AZIMUTH MARK WAS NOT RECOVERED AND IT WAS ASSUMED
 KD1110'THE MARK WAS DESTROYED WHEN ROAD WAS WIDENED.  NO OBJECTS WERE
 KD1110'VISIBLE AT THE STATION SO A NEW AZIMUTH MARK COULD NOT BE SET.
 KD1110'
 KD1110'REFERENCE MARK NO. 3 WAS SET.
 KD1110'
 KD1110'FOLLOWING IS A NEW DESCRIPTION.
 KD1110'
 KD1110'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE VILLAGE
 KD1110'OF ELMER, GO EAST ON COUNTY ROAD J FOR 3.4 MILES TO THE JUNCTION
 KD1110'WITH STATE HIGHWAY 3.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 3
 KD1110'FOR 1.35 MILES TO A SIDE ROAD ON THE RIGHT AND A BOARD GATE ON THE
 KD1110'LEFT.  PASS THROUGH THE GATE AND GO WEST-SOUTHWEST ON A TRACK
 KD1110'ROAD FOR 0.1 MILE TO WHERE THE TRACK ROAD JOGS RIGHT AND THE
 KD1110'STATION ON THE LEFT.
 KD1110'
 KD1110'STATION MARK, A STANDARD DISK STAMPED ELMER 1948, IS SET IN THE
 KD1110'TOP OF A SQUARE CONCRETE POST WHICH IS 5 INCHES BELOW THE SURFACE
 KD1110'OF THE GROUND.  IT IS 113.5 FEET SOUTH OF A METAL WITNESS POST, 113
 KD1110'FEET SOUTH OF AN EAST-WEST FENCE, AND 72 FEET WEST OF A
 KD1110'NORTH-SOUTH FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KD1110'
 KD1110'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELMER NO. 2 1948,
 KD1110'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 10
 KD1110'INCHES.  IT IS 55 FEET SOUTH OF THE EAST-WEST FENCE AND 2 FEET
 KD1110'SOUTH-SOUTHWEST OF AN OAK TREE.
 KD1110'
 KD1110'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ELMER 1948 NO. 3
 KD1110'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KD1110'2 INCHES.  IT IS 73 FEET SOUTH-SOUTHEAST OF A T-FENCE CORNER, 3
 KD1110'FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A GATE POST, AND 1 FOOT
 KD1110'WEST OF A FENCE.
 KD1110'
 KD1110'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.75 MILES EAST
 KD1110'OF ELMER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1484 ***********************************************************************
 JC1484  DESIGNATION -  ELMONT
 JC1484  PID         -  JC1484
 JC1484  STATE/COUNTY-  MO/FRANKLIN
 JC1484  USGS QUAD   -  ARGO (1980)
 JC1484
 JC1484                         *CURRENT SURVEY CONTROL
 JC1484  ___________________________________________________________________
 JC1484* NAD 83(1997)-  38 14 04.07483(N)    091 15 08.70832(W)     ADJUSTED  
 JC1484* NAVD 88     -       303.0    (meters)     994.     (feet)  GPS OBS   
 JC1484  ___________________________________________________________________
 JC1484  X           -    -109,647.831 (meters)                     COMP
 JC1484  Y           -  -5,015,380.171 (meters)                     COMP
 JC1484  Z           -   3,926,087.979 (meters)                     COMP
 JC1484  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 JC1484  ELLIP HEIGHT-         272.44  (meters)          (02/17/00) GPS OBS
 JC1484  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JC1484
 JC1484  HORZ ORDER  -  FIRST
 JC1484  ELLP ORDER  -  FOURTH    CLASS I
 JC1484
 JC1484.The horizontal coordinates were established by GPS observations
 JC1484.and adjusted by the National Geodetic Survey in February 2000..
 JC1484
 JC1484.The orthometric height was determined by GPS observations and a
 JC1484.high-resolution geoid model.
 JC1484
 JC1484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1484
 JC1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1484
 JC1484.The ellipsoidal height was determined by GPS observations
 JC1484.and is referenced to NAD 83.
 JC1484
 JC1484.The geoid height was determined by GEOID03.
 JC1484
 JC1484;                    North         East     Units Scale Factor Converg.
 JC1484;SPC MO E     -   266,723.516   184,128.098   MT  0.99998675   -0 27 56.4
 JC1484;UTM  15      - 4,233,273.767   652,948.757   MT  0.99988811   +1 04 54.3
 JC1484
 JC1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1484!SPC MO E     -   0.99995725  x   0.99998675  =   0.99994400
 JC1484!UTM  15      -   0.99995725  x   0.99988811  =   0.99984537
 JC1484
 JC1484:                Primary Azimuth Mark                     Grid Az
 JC1484:SPC MO E     -  ELMONT AZ MK                             015 16 19.9
 JC1484:UTM  15      -  ELMONT AZ MK                             013 43 29.2
 JC1484
 JC1484|---------------------------------------------------------------------|
 JC1484| PID    Reference Object                     Distance      Geod. Az  |
 JC1484|                                                           dddmmss.s |
 JC1484| CN6803 ELMONT AZ MK                                       0144823.5 |
 JC1484| CN6804 ELMONT RM 1                          52.200 METERS 01808     |
 JC1484| CN6805 ELMONT RM 2                         133.769 METERS 09733     |
 JC1484| JC1480 SULLIVAN ST ANTHONYS CATH CH        APPROX. 8.3 KM 1052911.1 |
 JC1484| JC1475 SULLIVAN INTL SHOE CO TANK          APPROX. 8.5 KM 1081330.5 |
 JC1484| JC1477 SULLIVAN FIRST BAPTIST CHURCH       APPROX. 8.7 KM 1085459.1 |
 JC1484| JC1481 SULLIVAN MUNICIPAL TANK             APPROX. 8.7 KM 1093350.0 |
 JC1484| JC1479 SULLIVAN RAMSEY CORP TANK           APPROX. 8.1 KM 1133953.3 |
 JC1484| CN6806 ELMONT RM 3                          78.949 METERS 18801     |
 JC1484| JC1487 CUBA MUNICIPAL TANK                 APPROX.23.8 KM 2153659.9 |
 JC1484|---------------------------------------------------------------------|
 JC1484
 JC1484                          SUPERSEDED SURVEY CONTROL
 JC1484
 JC1484  NAD 83(1997)-  38 14 04.07798(N)    091 15 08.70869(W) AD(       ) 1
 JC1484  NAD 83(1986)-  38 14 04.08861(N)    091 15 08.70854(W) AD(       ) 1
 JC1484  NAD 83(1986)-  38 14 04.08859(N)    091 15 08.70854(W) AD(       ) 1
 JC1484  NAD 27      -  38 14 03.91300(N)    091 15 08.18500(W) AD(       ) 1
 JC1484  NGVD 29 (09/17/91)  302.8    (m)          993.     (f) GPS OBS        
 JC1484
 JC1484.Superseded values are not recommended for survey control.
 JC1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1484.See file dsdata.txt to determine how the superseded data were derived.
 JC1484
 JC1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5294933274(NAD 83)
 JC1484_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1484_SP_SET: CONCRETE POST
 JC1484_STAMPING: ELMONT 1933
 JC1484_MARK LOGO: CGS   
 JC1484_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1484+STABILITY: SURFACE MOTION
 JC1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1484+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1484
 JC1484  HISTORY     - Date     Condition        Report By
 JC1484  HISTORY     - 1933     MONUMENTED       CGS
 JC1484  HISTORY     - 1933     GOOD             CGS
 JC1484  HISTORY     - 1956     GOOD             CGS
 JC1484  HISTORY     - 19910816 GOOD             NGS
 JC1484  HISTORY     - 19950119 GOOD             MODNR
 JC1484
 JC1484                          STATION DESCRIPTION
 JC1484
 JC1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 JC1484'ABOUT 5.6 MILES WEST BY NORTH OF SULLIVAN, A TOWN ON UNITED
 JC1484'STATES ROUTE 66, 0.5 MILE WEST OF ELMONT, ON FARM TO MARKET ROAD
 JC1484'BETWEEN GERALD AND SULLIVAN, 0.6 MILE WEST OF LUTHERAN CHURCH
 JC1484'IN ELMONT, ON LAND OWNED BY DAVID DATTER.  TO REACH FROM SULLIVAN,
 JC1484'TAKE FARM TO MARKET ROAD LEADING TO GERALD 5.0 MILES TO ELMONT,
 JC1484'THENCE WESTWARD ABOUT 0.6 MILE TO FARM BUILDINGS ON SOUTH SIDE
 JC1484'OF ROAD AND GAP IN FENCE ON NORTH SIDE.  GO THROUGH GAP ABOUT
 JC1484'150 METERS (492 FEET) TO TOP OF RIDGE TO STATION SITE ON
 JC1484'HIGHEST POINT.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 JC1484'STATION MARKS IN CONCRETE.  UPPER MARK
 JC1484'IS 10 INCHES BELOW SURFACE OF GROUND.  REFERENCE AND
 JC1484'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 JC1484'NO. 1 IS AT EDGE OF RIDGE OF DIRT ENCLOSING A WATER
 JC1484'HOLE, AND 52.2 METERS (171 FEET) FROM STATION.
 JC1484'NO. 2 IS IN NORTH-AND-SOUTH FENCE LINE AND
 JC1484'134.0 METERS (440 FEET) FROM STATION.
 JC1484'AZIMUTH MARK IS REACHED BY GOING EAST 0.6
 JC1484'MILE ON ROAD TO SULLIVAN, TURNING NORTHWEST ON DIRT ROAD
 JC1484'BY LUTHERAN CHURCH 1.2 MILES TO WHITE FARMHOUSE ON LEFT
 JC1484'SIDE OF ROAD.  MARK IS SOUTHWEST OF HOUSE, IN FENCE LINE
 JC1484'PARALLEL TO ROAD, AND APPROXIMATELY 1-1/4 MILES FROM STATION
 JC1484'THE FOLLOWING
 JC1484'DISTANCES AND BEARINGS ARE FROM STATION- CUBA BLACK WATER TANK,
 JC1484'8 MILES, S 35 DEG 37 MIN W.
 JC1484'ELMONT LUTHERAN CHURCH,
 JC1484'0.5 MILE, S 86 DEG 35 MIN E.
 JC1484
 JC1484                          STATION RECOVERY (1933)
 JC1484
 JC1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 JC1484'RECOVERED IN GOOD CONDITION.
 JC1484
 JC1484                          STATION RECOVERY (1956)
 JC1484
 JC1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1484'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WAS RECOVERED AND
 JC1484'FOUND IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 WAS
 JC1484'DESTROYED BY REQUEST OF THE PROPERTY OWNER AND REFERENCE MARK
 JC1484'NO. 3 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 JC1484'
 JC1484'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 JC1484'COUNTY ROUTE H (WHICH IS ABOUT 3/4 MILE WEST SOUTHWEST FROM THE
 JC1484'CENTER OF SULLIVAN), GO WESTERLY ON COUNTY ROUTE H 4.35 MILES TO
 JC1484'FORK AFTER PASSING OLD STORE BUILDING IN ELMONT, TAKE LEFT FORK
 JC1484'(ROUTE H), AND CONTINUE 0.55 MILE TO FARM HOME ON THE LEFT AND
 JC1484'GATE INTO FIELD ON THE RIGHT, TURN RIGHT AND PASS THROUGH GATE
 JC1484'AND GO ABOUT 100 YARDS TO HIGHEST POINT AND STATION.
 JC1484'
 JC1484'THE STATION IS A STANDARD BRONZE DISK STAMPED ELMONT 1933, SET
 JC1484'IN CONCRETE 8 INCHES BELOW THE GROUND SURFACE, WITH SUB-MARK
 JC1484'BELOW.
 JC1484'
 JC1484'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK STAMPED ELMONT NO
 JC1484'2 1933, SET IN THE TOP OF A CONCRETE CYLINDER, 1 FOOT WEST OF
 JC1484'A FENCE LINE AT EAST END OF FIELD, AND IS ABOUT THE SAME
 JC1484'ELEVATION AS THE STATION.
 JC1484'
 JC1484'REFERENCE MARK NO. 3 IS A STANDARD BRONZE DISK STAMPED ELMONT NO
 JC1484'3 1933 1956 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT,
 JC1484'3 FEET WEST OF A WITNESS POST, 11 FEET NORTH OF AN EAST-WEST
 JC1484'FENCE LINE, 25 FEET EAST OF A GATE, 30 FEET NORTH OF THE CENTER
 JC1484'LINE OF A ROAD, AND IS ABOUT 8 FEET LOWER IN ELEVATION THAN THE
 JC1484'STATION.
 JC1484'
 JC1484'THE AZIMUTH MARK IS A STANDARD BRONZE REFERENCE DISK STAMPED
 JC1484'ELMONT 1933 AZI, SET IN A CONCRETE CYLINDER PROJECTING ABOUT 12
 JC1484'INCHES, 120 FEET WEST OF A FARM HOME, 37 FEET SOUTH OF AN OLD
 JC1484'BARN AND 18 FEET WEST OF A FENCE LINE.
 JC1484'
 JC1484'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY TOWARDS
 JC1484'SULLIVAN COUNTY ROUTE H FOR 0.55 MILES TO A FORK, TURN LEFT
 JC1484'(NORTHWEST) ON DIRT ROAD AND GO 1.2 MILES TO FARM HOUSE ON LEFT
 JC1484'SIDE OF ROAD AND AZIMUTH MARK.
 JC1484'
 JC1484'NOTE- THE DIFFERENCE IN THE DISTANCE TO R.M. 2 WAS NOTED IN THE
 JC1484'FIELD AND A CHECK WAS MADE AND THE 1956 DISTANCE WAS FOUND
 JC1484'CORRECT.
 JC1484
 JC1484                          STATION RECOVERY (1991)
 JC1484
 JC1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JC1484'THE RECESSED SURFACE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS
 JC1484'LOCATED ABOUT 12.87 KM (8.00 MI) NORTHEAST FROM CUBA, 9.66 KM
 JC1484'(6.00 MI) WEST-NORTHWEST FROM SULLIVAN, 0.08 KM (0.05 MI) NORTH FROM
 JC1484'STATE ROAD H, ON THE HIGHEST PART OF A HILL IN SEC 3, T40N, R3W AND
 JC1484'ON PROPERTY OWNED BY WAYNE LEEKA, SPECIFIC ADDRESS UNKNOWN, TELEPHONE
 JC1484'314 434 4567.
 JC1484'TO REACH THE STATION FROM THE STATE HIGHWAY 185 OVERPASS, OVER
 JC1484'INTERSTATE HIGHWAY 44, AT SULLIVAN, GO SOUTHWEST, THEN NORTHERLY ON
 JC1484'STATE HIGHWAY 185 FOR 3.86 KM (2.40 MI) TO THE JUNCTION WITH STATE
 JC1484'ROAD H.  TURN LEFT AND GO WESTERLY ON ROAD H FOR 4.99 KM (3.10 MI) TO
 JC1484'A FIELD ENTRANCE AND A GATE ON THE RIGHT, JUST EAST OF A HOUSE ON THE
 JC1484'LEFT SIDE OF THE ROAD. TURN RIGHT, PASS THROUGH THE GATE, AND GO
 JC1484'NORTH FOR 0.08 KM (0.05 MI) TO THE STATION.
 JC1484'THE DISK IS SET INTO THE TOP OF A CONCRETE POST THAT IS RECESSED ABOUT
 JC1484'0.3 M (1.0 FT) BELOW THE GROUND SURFACE.  IT IS  133.8 M (439.0 FT)
 JC1484'WEST FROM A NORTH/SOUTH FENCE AND A TREE ROW, 88.1 M (289.0 FT) NORTH
 JC1484'FROM THE CENTERLINE OF THE ROAD AND 78.95 M (259.02 FT) NORTH FROM AN
 JC1484'EAST/WEST FENCE.  A SMALL, ROUND MAGNET WAS PLACED AT THE NORTH SIDE
 JC1484'OF THE MARK.
 JC1484
 JC1484                          STATION RECOVERY (1995)
 JC1484
 JC1484'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1484'THE STATION IS A CGS BRASS DISK ABOUT 1 FT (0.3 M) BELOW SURFACE IN
 JC1484'CONCRETE POST STAMPED ELMONT 1933 .  RM 2 IS A STANDARD CGS BRASS DISK
 JC1484'IN 10 IN ROUND CONCRETE MONUMENT STAMPED ELMONT NO.  2, 1933 . THE
 JC1484'STATION IS LOCATED ABOUT 6 MI (9.7 KM) WNW OF SULLIVAN, MO ON THE
 JC1484'NORTH SIDE OF ROUTE H AT THE HIGH POINT OF AN AGRICULTURAL FIELD USED
 JC1484'AS A HORSE PASTURE.  IT IS 255-260 FT NORTH OF THE EAST-WEST R/W
 JC1484'FENCE, 440 FT (134.1 M) WEST OF RM 2 WHICH IS AT THE NORTH-SOUTH FENCE
 JC1484'AT THE EAST END OF THE FIELD AND THE SAME APPROXIMATE ELEVATION AND
 JC1484'170 FT (51.8 M) SSW OF THE REMAINS OF RM 1 WHICH WAS AT THE SOUTHWEST
 JC1484'CORNER OF A SMALL POND.  A SMALL MAGNET IS ON THE NORTH SIDE OF THE
 JC1484'MARK AND A 60 D NAIL WAS PLACED ON THE MONUMENT TO AID MAGNETIC
 JC1484'RECOVERY. NEITHER THE AZIMUTH MARK OR RM 3 WERE RECOVERED AT THIS
 JC1484'TIME. TO REACH THE STATION FROM THE CENTER OF I-44 EXIT 225 AT
 JC1484'SULLIVAN, MO, GO NORTHWEST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION WITH
 JC1484'MO. HWY.  185 AT THE NORTH OUTER ROAD.  TURN LEFT AND FOLLOW HWY.  185
 JC1484'SOUTHWESTERLY AND NORTHWESTERLY FOR 2.35 MI (3.78 KM) TO JUNCTION WITH
 JC1484'ROUTE H (HWY.  185 TURNS NORTH) .  CONTINUE NORTHWEST AND WEST ON
 JC1484'ROUTE H FOR 3.0 MI (4.8 KM) TO A FIELD ENTRANCE ON RIGHT (NORTH) SIDE
 JC1484'AND STATION AS DESCRIBED. PERMISSION TO OCCUPY STATION SHOULD BE
 JC1484'OBTAINED FROM MR.  JERRY MATOUSEK (MA-TOO-CHECK) , OWNER OF WESTWARD
 JC1484'CONSTRUCTION COMPANY AT 840 ELMONT IN SULLIVAN, MO.  TEL 314/468-8091.
 JC1484'DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0879 ***********************************************************************
 GF0879  DESIGNATION -  ELSEY
 GF0879  PID         -  GF0879
 GF0879  STATE/COUNTY-  MO/STONE
 GF0879  USGS QUAD   -  ELSEY (1974)
 GF0879
 GF0879                         *CURRENT SURVEY CONTROL
 GF0879  ___________________________________________________________________
 GF0879* NAD 83(1997)-  36 51 55.96616(N)    093 32 04.88191(W)     ADJUSTED  
 GF0879* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 GF0879  ___________________________________________________________________
 GF0879  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GF0879  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GF0879
 GF0879  HORZ ORDER  -  SECOND
 GF0879
 GF0879.The horizontal coordinates were established by classical geodetic methods
 GF0879.and adjusted by the National Geodetic Survey in February 2000..
 GF0879
 GF0879.The orthometric height was scaled from a topographic map.
 GF0879
 GF0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0879
 GF0879.The geoid height was determined by GEOID03.
 GF0879
 GF0879;                    North         East     Units Scale Factor Converg.
 GF0879;SPC MO C     -   115,032.169   407,743.386   MT  1.00003815   -0 37 14.9
 GF0879;SPC MO W     -    77,984.130   936,071.052   MT  1.00003241   +0 34 45.0
 GF0879;UTM  15      - 4,080,090.552   452,341.606   MT  0.99962798   -0 19 14.8
 GF0879
 GF0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0879!SPC MO C     -   0.99994002  x   1.00003815  =   0.99997817
 GF0879!SPC MO W     -   0.99994002  x   1.00003241  =   0.99997243
 GF0879!UTM  15      -   0.99994002  x   0.99962798  =   0.99956803
 GF0879
 GF0879:                Primary Azimuth Mark                     Grid Az
 GF0879:SPC MO C     -  ELSEY AZ MK                              054 24 15.1
 GF0879:SPC MO W     -  ELSEY AZ MK                              053 12 15.2
 GF0879:UTM  15      -  ELSEY AZ MK                              054 06 15.0
 GF0879
 GF0879|---------------------------------------------------------------------|
 GF0879| PID    Reference Object                     Distance      Geod. Az  |
 GF0879|                                                           dddmmss.s |
 GF0879| CI0823 ELSEY AZ MK                                        0534700.2 |
 GF0879| CI0824 ELSEY RM 1                           13.173 METERS 09813     |
 GF0879| CI0825 ELSEY RM 2                           14.761 METERS 27038     |
 GF0879|---------------------------------------------------------------------|
 GF0879
 GF0879                          SUPERSEDED SURVEY CONTROL
 GF0879
 GF0879  NAD 83(1997)-  36 51 55.96685(N)    093 32 04.88160(W) AD(       ) 2
 GF0879  NAD 83(1997)-  36 51 55.96797(N)    093 32 04.88263(W) AD(       ) 2
 GF0879  NAD 83(1997)-  36 51 55.97632(N)    093 32 04.88237(W) AD(       ) 2
 GF0879  NAD 83(1986)-  36 51 55.97743(N)    093 32 04.88200(W) AD(       ) 2
 GF0879  NAD 27      -  36 51 55.77330(N)    093 32 04.17360(W) AD(       ) 2
 GF0879
 GF0879.Superseded values are not recommended for survey control.
 GF0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0879.See file dsdata.txt to determine how the superseded data were derived.
 GF0879
 GF0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5234280091(NAD 83)
 GF0879_MARKER: DS = TRIANGULATION STATION DISK
 GF0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0879
 GF0879  HISTORY     - Date     Condition        Report By
 GF0879  HISTORY     - 1959     MONUMENTED       CGS
 GF0879
 GF0879                          STATION DESCRIPTION
 GF0879
 GF0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0879'THE STATION IS ABOUT 4 MILES SOUTHEAST OF CRANE, ABOUT 7 MILES
 GF0879'NORTHWEST OF GALENA, IN THE SOUTHEAST 1/4 OF SECTION 14,
 GF0879'T. 25 N., R. 24 W. AND ON PROPERTY OWNED BY MR. R.H. MURRAY.
 GF0879'IT IS 344 FEET EAST OF A FENCE CORNER, 4 FEET NORTHEAST OF A
 GF0879'WITNESS POST AND 4 FEET NORTH OF A FENCE.  THE MONUMENT IS 12
 GF0879'INCHES UNDERGROUND AND THE DISK IS STAMPED ELSEY 1959.
 GF0879'
 GF0879'TO REACH THE STATION FROM THE RAILROAD CROSSING EAST OF THE
 GF0879'DEPOT IN CRANE, GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 13 AND
 GF0879'173 FOR 3.4 MILES TO A SIDE ROAD LEFT ABOUT 0.05 MILE NORTHWEST
 GF0879'OF ELSEY MISSIONARY BAPTIST CHURCH.  TURN LEFT AND GO EAST ON
 GF0879'A GRAVELED ROAD FOR 0.4 MILE TO A FARM DRIVEWAY LEFT.  TURN
 GF0879'LEFT AND GO NORTH ON THE DRIVEWAY FOR 0.1 MILE TO A WHITE
 GF0879'HOUSE.  CONTINUE NORTH PASSING THROUGH BARNYARD AND ALONG EAST
 GF0879'SIDE OF FENCE FOR 0.1 MILE TO A FENCE CORNER.  TURN LEFT AND
 GF0879'GO WEST ALONG NORTH SIDE OF A FENCE FOR 0.1 MILE TO THE
 GF0879'STATION AS DESCRIBED.
 GF0879'
 GF0879'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ACROSS
 GF0879'PASTURE FOR 0.25 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 GF0879'
 GF0879'REFERENCE MARK 1 IS 387 FEET EAST OF A FENCE CORNER, 45 FEET
 GF0879'EAST OF A WITNESS POST AND 6 INCHES NORTH OF A FENCE.  THE
 GF0879'MONUMENT IS FLUSH AND THE DISK IS STAMPED ELSEY NO 1 1959.
 GF0879'
 GF0879'REFERENCE MARK 2 IS 296 FEET EAST OF THE FENCE CORNER, 47 FEET
 GF0879'WEST OF THE WITNESS POST AND 1 FOOT NORTH OF THE FENCE.  THE
 GF0879'MONUMENT IS FLUSH AND THE DISK IS STAMPED ELSEY NO 2 1959.
 GF0879'
 GF0879'THE AZIMUTH MARK IS 18 FEET WEST OF THE CENTERLINE OF A GRAVELED
 GF0879'ROAD, 2 FEET SOUTH OF A POWER POLE AND 2 FEET NORTH OF A
 GF0879'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 GF0879'STAMPED ELSEY 1959.
 GF0879'
 GF0879'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0323 ***********************************************************************
 HC0323  DESIGNATION -  ELVINS
 HC0323  PID         -  HC0323
 HC0323  STATE/COUNTY-  MO/ST FRANCOIS
 HC0323  USGS QUAD   -  FLAT RIVER (1982)
 HC0323
 HC0323                         *CURRENT SURVEY CONTROL
 HC0323  ___________________________________________________________________
 HC0323* NAD 83(1986)-  37 50 10.     (N)    090 31 55.     (W)     SCALED    
 HC0323* NAVD 88     -       234.764  (meters)     770.22   (feet)  ADJUSTED  
 HC0323  ___________________________________________________________________
 HC0323  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HC0323  DYNAMIC HT  -         234.596 (meters)     769.67  (feet)  COMP
 HC0323  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 HC0323
 HC0323  VERT ORDER  -  SECOND    CLASS 0
 HC0323
 HC0323.The horizontal coordinates were scaled from a topographic map and have
 HC0323.an estimated accuracy of +/- 6 seconds.
 HC0323
 HC0323.The orthometric height was determined by differential leveling
 HC0323.and adjusted by the National Geodetic Survey in June 1991..
 HC0323
 HC0323.The geoid height was determined by GEOID03.
 HC0323
 HC0323.The dynamic height is computed by dividing the NAVD 88
 HC0323.geopotential number by the normal gravity value computed on the
 HC0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0323.degrees latitude (g = 980.6199 gals.).
 HC0323
 HC0323.The modeled gravity was interpolated from observed gravity values.
 HC0323
 HC0323;                    North         East    Units  Estimated Accuracy
 HC0323;SPC MO E     -   222,240.      247,190.      MT  (+/- 180 meters Scaled)
 HC0323
 HC0323                          SUPERSEDED SURVEY CONTROL
 HC0323
 HC0323  NGVD 29 (??/??/92)  234.826  (m)          770.42   (f) ADJ UNCH    2 0
 HC0323
 HC0323.Superseded values are not recommended for survey control.
 HC0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0323.See file dsdata.txt to determine how the superseded data were derived.
 HC0323
 HC0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB171905(NAD 83)
 HC0323_MARKER: DB = BENCH MARK DISK
 HC0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0323_SP_SET: SIDEWALK
 HC0323_STAMPING: ELVINS 1934
 HC0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0323
 HC0323  HISTORY     - Date     Condition        Report By
 HC0323  HISTORY     - 1934     MONUMENTED       CGS
 HC0323
 HC0323                          STATION DESCRIPTION
 HC0323
 HC0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0323'AT ELVINS.
 HC0323'AT ELVINS, ST. FRANCOIS COUNTY, 105 FEET WEST OF THE MAIN TRACK
 HC0323'OF THE MISSOURI-ILLINOIS RAILROAD, AT THE SOUTHEAST CORNER OF THE
 HC0323'CITY FIRE HALL, 15 FEET NORTH OF THE CENTERLINE OF THE STREET,
 HC0323'AND IN THE TOP OF THE CONCRETE SIDEWALK.  A STANDARD DISK,
 HC0323'STAMPED ELVINS 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1320 ***********************************************************************
 HD1320  DESIGNATION -  ELWOOD
 HD1320  PID         -  HD1320
 HD1320  STATE/COUNTY-  MO/GREENE
 HD1320  USGS QUAD   -  BROOKLINE (1975)
 HD1320
 HD1320                         *CURRENT SURVEY CONTROL
 HD1320  ___________________________________________________________________
 HD1320* NAD 83(1997)-  37 12 46.22275(N)    093 24 40.42834(W)     ADJUSTED  
 HD1320* NAVD 88     -       399.6    (meters)    1311.     (feet)  GPS OBS   
 HD1320  ___________________________________________________________________
 HD1320  X           -    -302,629.559 (meters)                     COMP
 HD1320  Y           -  -5,077,026.064 (meters)                     COMP
 HD1320  Z           -   3,836,455.096 (meters)                     COMP
 HD1320  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 HD1320  ELLIP HEIGHT-         370.25  (meters)          (02/17/00) GPS OBS
 HD1320  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HD1320
 HD1320  HORZ ORDER  -  FIRST
 HD1320  ELLP ORDER  -  FOURTH    CLASS I
 HD1320
 HD1320.The horizontal coordinates were established by GPS observations
 HD1320.and adjusted by the National Geodetic Survey in February 2000..
 HD1320
 HD1320.The orthometric height was determined by GPS observations and a
 HD1320.high-resolution geoid model.
 HD1320
 HD1320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1320
 HD1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1320
 HD1320.The ellipsoidal height was determined by GPS observations
 HD1320.and is referenced to NAD 83.
 HD1320
 HD1320.The geoid height was determined by GEOID03.
 HD1320
 HD1320;                    North         East     Units Scale Factor Converg.
 HD1320;SPC MO C     -   153,460.857   419,120.991   MT  1.00001389   -0 33 04.0
 HD1320;UTM  15      - 4,118,562.981   463,512.517   MT  0.99961640   -0 14 55.3
 HD1320
 HD1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1320!SPC MO C     -   0.99994190  x   1.00001389  =   0.99995579
 HD1320!UTM  15      -   0.99994190  x   0.99961640  =   0.99955832
 HD1320
 HD1320:                Primary Azimuth Mark                     Grid Az
 HD1320:SPC MO C     -  SPRINGFIELD MUN APT N AWY TWR            010 28 26.3
 HD1320:UTM  15      -  SPRINGFIELD MUN APT N AWY TWR            010 10 17.6
 HD1320
 HD1320|---------------------------------------------------------------------|
 HD1320| PID    Reference Object                     Distance      Geod. Az  |
 HD1320|                                                           dddmmss.s |
 HD1320| HD1319 SPRINGFIELD MUN APT N AWY TWR       APPROX. 3.6 KM 0095522.3 |
 HD1320| CN6808 ELWOOD RM 1                          20.492 METERS 08024     |
 HD1320| CN6807 ELWOOD AZ MK                                       0871800.0 |
 HD1320| CN6809 ELWOOD RM 2                          16.839 METERS 17016     |
 HD1320| HD1329 RNG SPRINGFIELD RADIO SGF TOWER     APPROX. 9.9 KM 3445838.9 |
 HD1320|---------------------------------------------------------------------|
 HD1320
 HD1320                          SUPERSEDED SURVEY CONTROL
 HD1320
 HD1320  NAD 83(1997)-  37 12 46.22288(N)    093 24 40.42829(W) AD(       ) 1
 HD1320  NAD 83(1986)-  37 12 46.23529(N)    093 24 40.42895(W) AD(       ) 1
 HD1320  NAD 83(1997)-  37 12 46.23529(N)    093 24 40.42895(W) AD(       ) 2
 HD1320  NAD 83(1986)-  37 12 46.23589(N)    093 24 40.42830(W) AD(       ) 2
 HD1320  NAD 27      -  37 12 46.05660(N)    093 24 39.73290(W) AD(       ) 2
 HD1320
 HD1320.Superseded values are not recommended for survey control.
 HD1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1320.See file dsdata.txt to determine how the superseded data were derived.
 HD1320
 HD1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6351318563(NAD 83)
 HD1320_MARKER: DS = TRIANGULATION STATION DISK
 HD1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1320_STAMPING: ELWOOD 1960
 HD1320_MARK LOGO: CGS   
 HD1320_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1320+STABILITY: SURFACE MOTION
 HD1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1320+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1996
 HD1320
 HD1320  HISTORY     - Date     Condition        Report By
 HD1320  HISTORY     - 1960     MONUMENTED       CGS
 HD1320  HISTORY     - 19960823 GOOD             MODNR
 HD1320
 HD1320                          STATION DESCRIPTION
 HD1320
 HD1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1320'THE STATION IS ABOUT 6-1/2 MILES WEST OF THE CENTER OF
 HD1320'SPRINGFIELD, ALONG THE SOUTH SIDE OF U.S. HIGHWAY 66, IN THE
 HD1320'NORTHEAST QUARTER OF SECTION 23, T. 29 N., R. 23 W., ON
 HD1320'LAND OWNED BY MR. G. T. SMITH.
 HD1320'
 HD1320'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HD1320'66 AND TRUCK ROUTE 166 AT THE WEST EDGE OF SPRINGFIELD WHERE
 HD1320'CITY ROUTE 66 CONTINUES EAST, GO WEST ON HIGHWAY 66 FOR 3.05
 HD1320'MILES TO A GRAVEL SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK
 HD1320'IN THE NORTHEAST ANGLE OF THE ROADS.  CONTINUE WEST ON HIGHWAY
 HD1320'66 FOR 0.4 MILE TO A LARGE BARN AND THE STATION ON THE LEFT.
 HD1320'
 HD1320'STATION MARKS ARE STANDARD DISKS STAMPED ELWOOD 1960.  THE SURFACE
 HD1320'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HD1320'THE GROUND.  IT IS 97 FEET NORTH OF THE NORTHWEST CORNER OF THE
 HD1320'BARN, 63 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 66, 25.5
 HD1320'FEET SOUTH OF A POWER POLE, 18 FEET SOUTHEAST OF A T FENCE
 HD1320'CORNER AND 13.5 FEET SOUTH OF A METAL WITNESS POST.  THE
 HD1320'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 HD1320'INCHES BELOW THE SURFACE OF THE GROUND.
 HD1320'
 HD1320'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELWOOD NO 1 1960,
 HD1320'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HD1320'OF THE GROUND.  IT IS 79 FEET EAST OF THE T FENCE CORNER, 51
 HD1320'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 66 AND 1 FOOT SOUTH OF
 HD1320'AN EAST-WEST FENCE.
 HD1320'
 HD1320'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELWOOD NO 2 1960,
 HD1320'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HD1320'THE GROUND.  IT IS 45 FEET NORTHEAST OF THE NORTHWEST CORNER
 HD1320'OF THE BARN, 19 FEET EAST OF THE NORTHWEST FENCE CORNER
 HD1320'OF THE FENCE AROUND THE BARN YARD AND 1 FOOT NORTH OF AN
 HD1320'EAST-WEST FENCE.
 HD1320'
 HD1320'AZIMUTH MARK, A STANDARD DISK STAMPED ELWOOD 1960, IS SET
 HD1320'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HD1320'GROUND.  IT IS 69 FEET NORTH OF THE CENTER LINE OF HIGHWAY
 HD1320'66, 48 FEET NORTHEAST OF THE EAST EDGE OF A CONCRETE CULVERT,
 HD1320'46 FEET EAST OF THE CENTER OF THE GRAVEL SIDE ROAD, 1.5 FEET
 HD1320'SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF A
 HD1320'FENCE.
 HD1320'
 HD1320'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HD1320'
 HD1320'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1320
 HD1320                          STATION RECOVERY (1996)
 HD1320
 HD1320'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 HD1320'THE STATION WAS FOUND IN GOOD CONDITION. THE STATION IS LOCATED
 HD1320'SOUTHWEST OF SPRINGFIELD ON PRIVATE PROPERTY IN SECTION 23, TOWNSHIP
 HD1320'29 NORTH, RANGE 23 WEST.  THE STATION IS LOCATED 63.0 FT (19.2 M)
 HD1320'SOUTH OF THE CENTERLINE OF STATE ROAD -266-, 13.4 FT (4.1 M) SOUTH OF
 HD1320'AN ANGLE IRON SIGN POST, 25.5 FT (7.8 M) SOUTH OF A NAIL AND SHINER IN
 HD1320'A POWER POLE, AND 22.1 FT (6.7 M) EAST OF A NORTH-SOUTH FENCE.  THE
 HD1320'STATION IS A STANDARD CGS TRIANGULATION DISK SET IN A 9 INCH SQUARE
 HD1320'CONCRETE POST FLUSH WITH THE GROUND SURFACE, 96.6 FT (29.4 M) NORTH OF
 HD1320'THE NORTHWEST CORNER OF A ROCK AND FRAME BARN. THE AZIMUTH MARK IS
 HD1320'LOCATED 0.4 MI (0.6 KM) EAST OF THE STATION, NORTHEAST OF THE
 HD1320'CENTERLINE OF THE INTERSECTION OF ROUTE -266- AND FARM ROAD -107-.
 HD1320'THE MARK IS 70 FT (21.3 M) NORTH OF THE CENTERLINE OF ROUTE -266-,
 HD1320'45.0 FT (13.7 M) EAST OF THE CENTERLINE OF FARM ROAD -107-, 47.8 FT
 HD1320'(14.6 M) NORTHEAST OF THE EAST END OF A CONCRETE CULVERT, 1.8 FT (0.5
 HD1320'M) SOUTHEAST OF AN ANGLE IRON SIGN POST.  THE MARK IS A STANDARD CGS
 HD1320'AZIMUTH MARK DISK SET IN A 9 IN CONCRETE POST FLUSH WITH THE GROUND
 HD1320'SURFACE. TO REACH THE STATION FROM THE OVERPASS ON ROUTE -266- ACROSS
 HD1320'I-44 WEST OF SPRINGFIELD, GO WEST ON ROUTE -266- FOR 1.4 MI (2.3 KM)
 HD1320'TO A HOUSE AND BARN ON THE LEFT AND THE STATION. TO REACH THE AZIMUTH
 HD1320'MARK FROM THE STATION, RETURN EAST ON ROUTE -266- FOR 0.4 MI (0.6 KM)
 HD1320'TO FARM ROAD -107- ON THE LEFT AND THE MARK AS DESCRIBED.  LANDOWNER
 HD1320'DON STROBEL - GRAY HOUSE NO.  6144.  PHONE NUMBER 417/864-5993. DATE
 HD1320'OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7162 ***********************************************************************
 AC7162  DESIGNATION -  EMMETT
 AC7162  PID         -  AC7162
 AC7162  STATE/COUNTY-  MO/GREENE
 AC7162  USGS QUAD   -  BASSVILLE (1970)
 AC7162
 AC7162                         *CURRENT SURVEY CONTROL
 AC7162  ___________________________________________________________________
 AC7162* NAD 83(1997)-  37 16 16.21483(N)    093 12 58.32278(W)     ADJUSTED  
 AC7162* NAVD 88     -       414.0    (meters)    1358.     (feet)  GPS OBS   
 AC7162  ___________________________________________________________________
 AC7162  X           -    -285,126.969 (meters)                     COMP
 AC7162  Y           -  -5,074,126.563 (meters)                     COMP
 AC7162  Z           -   3,841,617.900 (meters)                     COMP
 AC7162  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 AC7162  ELLIP HEIGHT-         384.89  (meters)          (02/17/00) GPS OBS
 AC7162  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AC7162
 AC7162  HORZ ORDER  -  FIRST
 AC7162  ELLP ORDER  -  FOURTH    CLASS I
 AC7162
 AC7162.The horizontal coordinates were established by GPS observations
 AC7162.and adjusted by the National Geodetic Survey in February 2000..
 AC7162
 AC7162.The orthometric height was determined by GPS observations and a
 AC7162.high-resolution geoid model.
 AC7162
 AC7162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7162
 AC7162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7162
 AC7162.The ellipsoidal height was determined by GPS observations
 AC7162.and is referenced to NAD 83.
 AC7162
 AC7162.The geoid height was determined by GEOID03.
 AC7162
 AC7162;                    North         East     Units Scale Factor Converg.
 AC7162;SPC MO C     -   159,785.585   436,480.665   MT  0.99998302   -0 26 01.5
 AC7162;UTM  15      - 4,124,976.818   480,831.822   MT  0.99960453   -0 07 51.3
 AC7162
 AC7162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7162!SPC MO C     -   0.99993960  x   0.99998302  =   0.99992262
 AC7162!UTM  15      -   0.99993960  x   0.99960453  =   0.99954416
 AC7162
 AC7162                          SUPERSEDED SURVEY CONTROL
 AC7162
 AC7162  NAD 83(1997)-  37 16 16.21501(N)    093 12 58.32270(W) AD(       ) 1
 AC7162  NAD 83(1986)-  37 16 16.22781(N)    093 12 58.32287(W) AD(       ) 1
 AC7162
 AC7162.Superseded values are not recommended for survey control.
 AC7162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7162.See file dsdata.txt to determine how the superseded data were derived.
 AC7162
 AC7162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8083224977(NAD 83)
 AC7162_MARKER: DD = SURVEY DISK
 AC7162_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC7162_STAMPING: EMMETT 1976
 AC7162_MARK LOGO: MODNR 
 AC7162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7162+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 AC7162
 AC7162  HISTORY     - Date     Condition        Report By
 AC7162  HISTORY     - 1976     MONUMENTED       MODNR
 AC7162  HISTORY     - 19960823 GOOD             MODNR
 AC7162  HISTORY     - 20060828 GOOD             GEOCAC
 AC7162
 AC7162                          STATION DESCRIPTION
 AC7162
 AC7162'DESCRIBED BY MO DEPT OF NAT RES 1996
 AC7162'THE STATION IS A 5-5-36 INCH CONCRETE POST WITH A BRASS CAP STAMPED
 AC7162'-EMMETT 1976- SET FLUSH WITH THE GROUND SURFACE IN THE EAST R-O-W OF
 AC7162'U.S.  HIGHWAY 65 ABOUT 6.0 MI (9.7 KM) NORTHEAST FROM THE CENTER OF
 AC7162'SPRINGFIELD.  THE UNDERGROUND MARK IS A 48 INCH COPPERWELD ROD WITH
 AC7162'BRASS PLATE STAMPED -EMMETT 1976-.  THE STATION IS 103.6 FT (31.6 M)
 AC7162'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 65, 254.6 FT (77.6 M) SOUTHWEST
 AC7162'OF A STEEL RIGHT-OF-WAY POST AT A FENCE CORNER, 9.4 FT (2.9 M)
 AC7162'SOUTHWEST OF A NAIL AND SHINER IN A WOODEN FENCE POST, 79.7 FT (24.3
 AC7162'M) NORTHWEST OF REFERENCE MONUMENT NO.  1, 77.3 FT (23.6 M) NORTHEAST
 AC7162'OF REFERENCE MONUMENT NO.  2, AND 7.5 FT (2.3 M) NORTHWEST OF A SIGN
 AC7162'POST IN THE RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS A 5-5-36 INCH
 AC7162'CONCRETE POST WITH A BRASS CAP STAMPED BLUEGRASS 1976.  THE MARK IS
 AC7162'LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 35, T 30 N, R 2 W,
 AC7162'NORTHEAST OF SPRINGFIELD IN THE NORTH R-O-W OF FARM ROAD -94-, 0.3 MI
 AC7162'(0.5 KM) WEST OF U.S.  HIGHWAY 65.  THE MARK IS 86.86 FT (26.47 M)
 AC7162'NORTHEAST OF A BRASS CAP SET IN A CONCRETE CULVERT ON THE NORTH EDGE
 AC7162'OF FARM ROAD -94- STAMPED -BLUEGRASS R.M.  1-.  THE MARK IS 91.39 FT
 AC7162'(27.86 M) EAST OF A 5-5-36 INCH CONCRETE POST WITH A CAP STAMPED
 AC7162'-BLUEGRASS R.M.  2-.  THE STATION IS 75 FT (22.9 M) NORTH OF THE
 AC7162'CENTERLINE OF FARM ROAD -94- AND 145 FT (44.2 M) EAST OF A FIELD
 AC7162'ENTRANCE. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 65 AND
 AC7162'I-44 NORTHEAST OF SPRINGFIELD, GO NORTH ON HIGHWAY 65 FOR 1.8 MI (2.9
 AC7162'KM) TO FARM ROAD -94-.  TURN RIGHT AND GO EAST ON FARM ROAD -94- 0.1
 AC7162'MI (0.2 KM) TO GRAVEL FIELD ENTRANCE ROAD.  TURN RIGHT AND GO SOUTH
 AC7162'AND WEST TO RIGHT-OF-WAY FENCE ALONG HIGHWAY 65 AND GO SOUTHWEST ALONG
 AC7162'FENCE FOR 254 FT (77.4 M) TO THE STATION AS DESCRIBED. TO REACH THE
 AC7162'AZIMUTH MARK FROM THE STATION, RETURN TO THE INTERSECTION OF HIGHWAY
 AC7162'65 AND FARM ROAD -94-, THEN GO WEST ON FARM ROAD -94- FOR 0.3 MI (0.5
 AC7162'KM) TO THE MARK ON THE RIGHT AS DESCRIBED. DATE OF REPORT 08-23-1996
 AC7162
 AC7162                          STATION RECOVERY (2006)
 AC7162
 AC7162'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 AC7162'GEOCAC FIRST RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1659 ***********************************************************************
 JC1659  DESIGNATION -  ENGLE
 JC1659  PID         -  JC1659
 JC1659  STATE/COUNTY-  MO/JEFFERSON
 JC1659  USGS QUAD   -  HERCULANEUM (1993)
 JC1659
 JC1659                         *CURRENT SURVEY CONTROL
 JC1659  ___________________________________________________________________
 JC1659* NAD 83(1997)-  38 19 44.62035(N)    090 25 51.62851(W)     ADJUSTED  
 JC1659* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 JC1659  ___________________________________________________________________
 JC1659  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 JC1659  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JC1659
 JC1659  HORZ ORDER  -  FIRST
 JC1659
 JC1659.The horizontal coordinates were established by classical geodetic methods
 JC1659.and adjusted by the National Geodetic Survey in February 2000..
 JC1659
 JC1659.The orthometric height was scaled from a topographic map.
 JC1659
 JC1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1659
 JC1659.The geoid height was determined by GEOID03.
 JC1659
 JC1659;                    North         East     Units Scale Factor Converg.
 JC1659;SPC MO E     -   276,957.706   256,032.165   MT  0.99993378   +0 02 34.0
 JC1659;SPC IL W     -   184,526.424   676,887.727   MT  0.99994775   -0 09 50.2
 JC1659;SPC IL W     -   605,400.44  2,220,755.82   sFT  0.99994775   -0 09 50.2
 JC1659;UTM  15      - 4,245,449.381   724,556.603   MT  1.00022105   +1 35 38.0
 JC1659
 JC1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1659!SPC MO E     -   0.99996148  x   0.99993378  =   0.99989526
 JC1659!SPC IL W     -   0.99996148  x   0.99994775  =   0.99990923
 JC1659!UTM  15      -   0.99996148  x   1.00022105  =   1.00018252
 JC1659
 JC1659:                Primary Azimuth Mark                     Grid Az
 JC1659:SPC MO E     -  HERCULANEUM WATER TOWER                  146 54 20.8
 JC1659:SPC IL W     -  HERCULANEUM WATER TOWER                  147 06 45.0
 JC1659:UTM  15      -  HERCULANEUM WATER TOWER                  145 21 16.8
 JC1659
 JC1659|---------------------------------------------------------------------|
 JC1659| PID    Reference Object                     Distance      Geod. Az  |
 JC1659|                                                           dddmmss.s |
 JC1659| JC1661 HERCULANEUM WATER TOWER             APPROX. 7.4 KM 1465654.8 |
 JC1659| JC1658 HERCULANEUM TALL STACK              APPROX. 9.0 KM 1474339.0 |
 JC1659| JC1648 CRYSTAL CITY MUNICIPAL TOWER        APPROX.13.0 KM 1582746.3 |
 JC1659| CI4390 ENGLE AZ MK                                        2054434.4 |
 JC1659| CI4392 ENGLE RM 2                           28.790 METERS 25646     |
 JC1659| CI4391 ENGLE RM 1                           25.700 METERS 34846     |
 JC1659|---------------------------------------------------------------------|
 JC1659
 JC1659                          SUPERSEDED SURVEY CONTROL
 JC1659
 JC1659  NAD 83(1997)-  38 19 44.62157(N)    090 25 51.62840(W) AD(       ) 1
 JC1659  NAD 83(1986)-  38 19 44.63701(N)    090 25 51.62409(W) AD(       ) 1
 JC1659  NAD 27      -  38 19 44.43900(N)    090 25 51.18500(W) AD(       ) 1
 JC1659
 JC1659.Superseded values are not recommended for survey control.
 JC1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1659.See file dsdata.txt to determine how the superseded data were derived.
 JC1659
 JC1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2455745449(NAD 83)
 JC1659_MARKER: DS = TRIANGULATION STATION DISK
 JC1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1659
 JC1659  HISTORY     - Date     Condition        Report By
 JC1659  HISTORY     - 1931     MONUMENTED       CGS
 JC1659  HISTORY     - 1956     GOOD             CGS
 JC1659
 JC1659                          STATION DESCRIPTION
 JC1659
 JC1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 JC1659'ON HIGH WOODED HILL, ABOUT 8 MILES, AIRLINE, NORTH BY WEST
 JC1659'OF FESTUS, ONE-FOURTH MILE NORTH OF HEAD OF ENGLE CREEK,
 JC1659'20.7 METERS (68 FEET) NORTHWEST OF CENTER LINE OF WAGON ROAD,
 JC1659'AND 17.37 METERS (57.0 FEET) NORTHWEST OF 18-INCH OAK TREE WITH
 JC1659'TRIANGULAR BLAZES ON EAST AND SOUTH SIDES.  TO REACH FROM
 JC1659'FESTUS, GO TOWARD CRYSTAL CITY TO JUNCTION OF ROUTES 61 AND
 JC1659'67, GO NORTH 8.2 MILES TO BRIDGE OVER ENGLE CREEK, TURN WEST
 JC1659'JUST AFTER CROSSING BRIDGE ONTO DIRT ROAD UNDER RAILROAD
 JC1659'TRESTLE, KEEP RIGHT AT FORK ON WEST SIDE OF RAILROAD, PROCEED
 JC1659'1.1 MILES TO ANOTHER FORK, TAKE RIGHT FORK ONE-FOURTH MILE TO
 JC1659'ANOTHER FORK, KEEP RIGHT FORK 0.6 MILE TO TOP OF RIDGE AND
 JC1659'TRIANGULAR-BLAZED TREE, DOUBLE BACK SHARPLY TO
 JC1659'RIGHT ON DIM ROAD ALONG CREST OF RIDGE, AND FOLLOW 0.4 MILE TO
 JC1659'HIGHEST GROUND AND STATION SITE.  SURFACE AND UNDERGROUND
 JC1659'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 JC1659'REFERENCE MARKS ARE STANDARD REFERENCE
 JC1659'DISKS IN CONCRETE.  NO. 1 IS 25.73 METERS
 JC1659'(84.4 FEET) FROM STATION.  NO. 2
 JC1659'IS 28.80 METERS (94.5 FEET) FROM STATION.
 JC1659
 JC1659                          STATION RECOVERY (1956)
 JC1659
 JC1659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1659'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 JC1659'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AND IS DESCRIBED
 JC1659'BELOW.  THE TO REACH HAS BEEN CHANGED DUE TO A NEW ROAD
 JC1659'PUT IN FROM THE SOUTH.  A COMPLETE DESCRIPTION FOLLOWS.
 JC1659'
 JC1659'STATION IS LOCATED, AIRLINE, ABOUT 8 MILES NORTH NORTHWEST OF
 JC1659'FESTUS, 2 MILES WEST OF U.S. HIGHWAY 61 AND 67, 1/4 MILE
 JC1659'NORTH OF THE HEAD OF ENGLE CREEK AND ON THE HIGHEST PART
 JC1659'OF A WOODED RIDGE WHICH IS THE HIGHEST IN THE IMMEDIATE
 JC1659'VICINITY.
 JC1659'
 JC1659'STATION IS REACHED AS FOLLOWS- FROM THE TRAFFIC LIGHT ON
 JC1659'U.S. HIGHWAY 61 AND 67 AT FESTUS AND CRYSTAL CITY, GO
 JC1659'NORTHERLY ON HIGHWAY 61 AND 67 FOR 5.2 MILES TO COUNTY ROUTE
 JC1659'Z ON THE LEFT, CONTINUE ON HIGHWAY 61 AND 67 FOR 0.7 MILE TO
 JC1659'A SURFACED ROAD ON THE LEFT, TURN LEFT, CROSS RAILROAD TRACKS,
 JC1659'AND GO 0.9 MILE TO THE END OF THE SURFACED ROAD, CONTINUE
 JC1659'ON A GRAVELED ROAD FOR 1.5 MILES TO A ROAD ON THE RIGHT AND A
 JC1659'SIGN WUNKSWOOD L.F. HUFFSTOT, TURN RIGHT AS PER SIGN AND GO
 JC1659'0.2 MILE TO A T ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD
 JC1659'FOR 0.8 MILE TO A WHITE HOUSE WITH A WHITE FENCE, CONTINUE
 JC1659'AROUND THE RIGHT SIDE OF THE HOUSE FOR 0.25 MILE TO A FORK
 JC1659'AND THE AZIMUTH MARK ON THE RIGHT AT TWO POWER LINE POLES,
 JC1659'TAKE THE LEFT FORK AND GO 0.4 MILE TO A TREE WITH A
 JC1659'TRIANGULAR BLAZE ON THE RIGHT AND THE STATION ON THE LEFT.
 JC1659'
 JC1659'STATION MARK, STAMPED ENGLE 1931, IS A STANDARD DISK SET IN THE TOP
 JC1659'OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 JC1659'IT IS 44.0 FEET WEST OF THE CENTERLINE OF THE ROAD.
 JC1659'
 JC1659'REFERENCE MARK NUMBER 1, STAMPED ENGLE NO 1 1931, IS A
 JC1659'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 JC1659'POST THAT PROJECTS 6 INCHES AND IS ABOUT 5 FEET LOWER THAN
 JC1659'THE STATION.  IT IS 7.0 FEET EAST OF AN OAK TREE WITH A
 JC1659'TRIANGLE BLAZE.
 JC1659'
 JC1659'REFERENCE MARK NUMBER 2, STAMPED ENGLE NO 2 1931, IS A
 JC1659'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 JC1659'POST THAT PROJECTS 3 INCHES AND IS ABOUT 2 FEET LOWER THAN
 JC1659'THE STATION.  IT IS 6.0 FEET WEST OF AN OAK TREE WITH A
 JC1659'TRIANGLE BLAZE.
 JC1659'
 JC1659'AZIMUTH MARK, STAMPED ENGLE 1931 1956, IS A STANDARD DISK
 JC1659'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 JC1659'2 INCHES.  IT IS 58.0 FEET EAST OF THE CENTERLINE OF THE
 JC1659'ROAD AND 4.0 FEET WEST OF POWER LINE POLE 68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1429 ***********************************************************************
 JC1429  DESIGNATION -  ENOCH KNOB RESET
 JC1429  PID         -  JC1429
 JC1429  STATE/COUNTY-  MO/FRANKLIN
 JC1429  USGS QUAD   -  NEW HAVEN (1973)
 JC1429
 JC1429                         *CURRENT SURVEY CONTROL
 JC1429  ___________________________________________________________________
 JC1429* NAD 83(1997)-  38 34 43.91087(N)    091 08 10.62936(W)     ADJUSTED  
 JC1429* NAVD 88     -       236.5    (meters)     776.     (feet)  VERTCON   
 JC1429  ___________________________________________________________________
 JC1429  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 JC1429  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JC1429
 JC1429  HORZ ORDER  -  FIRST
 JC1429  VERT ORDER  -  THIRD ? (See Below)
 JC1429
 JC1429.The horizontal coordinates were established by classical geodetic methods
 JC1429.and adjusted by the National Geodetic Survey in February 2000..
 JC1429
 JC1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1429.The vertical order pertains to the NGVD 29 superseded value.
 JC1429
 JC1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1429
 JC1429.The geoid height was determined by GEOID03.
 JC1429
 JC1429;                    North         East     Units Scale Factor Converg.
 JC1429;SPC MO E     -   304,874.973   194,559.032   MT  0.99997117   -0 23 48.5
 JC1429;UTM  15      - 4,271,691.172   662,340.982   MT  0.99992455   +1 09 44.8
 JC1429
 JC1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1429!SPC MO E     -   0.99996780  x   0.99997117  =   0.99993897
 JC1429!UTM  15      -   0.99996780  x   0.99992455  =   0.99989235
 JC1429
 JC1429:                Primary Azimuth Mark                     Grid Az
 JC1429:SPC MO E     -  DUTZOW CATHOLIC CHURCH                   083 47 33.0
 JC1429:UTM  15      -  DUTZOW CATHOLIC CHURCH                   082 13 59.7
 JC1429
 JC1429|---------------------------------------------------------------------|
 JC1429| PID    Reference Object                     Distance      Geod. Az  |
 JC1429|                                                           dddmmss.s |
 JC1429| JC1729 DUTZOW CATHOLIC CHURCH              APPROX.13.3 KM 0832344.5 |
 JC1429| CN6811 ENOCH KNOB RM 3                       9.601 METERS 20302     |
 JC1429| JC1431 NEW HAVEN MUN WATER TANK            APPROX. 8.5 KM 2910252.5 |
 JC1429| CN6810 ENOCH KNOB RM 2                      11.180 METERS 29933     |
 JC1429|---------------------------------------------------------------------|
 JC1429
 JC1429                          SUPERSEDED SURVEY CONTROL
 JC1429
 JC1429  NAD 83(1997)-  38 34 43.91639(N)    091 08 10.63011(W) AD(       ) 1
 JC1429  NAD 83(1986)-  38 34 43.92910(N)    091 08 10.62938(W) AD(       ) 1
 JC1429  NAD 27      -  38 34 43.74630(N)    091 08 10.08550(W) AD(       ) 1
 JC1429  NGVD 29 (07/19/86)  236.5    (m)          776.     (f) LEVELING    3  
 JC1429
 JC1429.Superseded values are not recommended for survey control.
 JC1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1429.See file dsdata.txt to determine how the superseded data were derived.
 JC1429
 JC1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6234171691(NAD 83)
 JC1429_MARKER: DS = TRIANGULATION STATION DISK
 JC1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1429
 JC1429  HISTORY     - Date     Condition        Report By
 JC1429  HISTORY     - 1922     MONUMENTED       CGS
 JC1429  HISTORY     - 1937     GOOD             CGS
 JC1429  HISTORY     - 1970     GOOD             USGS
 JC1429  HISTORY     - 1970     GOOD             NGS
 JC1429  HISTORY     - 1970     GOOD             NGS
 JC1429
 JC1429                          STATION DESCRIPTION
 JC1429
 JC1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JC1429'IN 1922 SURFACE MARK WAS GONE.
 JC1429'UNDERGROUND MARK WAS RECOVERED AND LEFT AS FOUND 25 INCHES BELOW
 JC1429'SURFACE.  NEW SURFACE MARK IS STANDARD DISK STATION MARK IN TOP
 JC1429'OF LIMESTONE POST INCASED IN CONCRETE AND PROJECTING 3
 JC1429'INCHES ABOVE SURFACE.  TWO REFERENCE MARKS WERE SET.  NO. 1 IS
 JC1429'STANDARD REFERENCE DISK CEMENTED IN SOLID OUTCROP OF ROCK, 31.55
 JC1429'FEET S. 13 DEG W. (MAGNETIC) FROM STATION.  NO. 2 IS STANDARD
 JC1429'REFERENCE DISK IN SOLID OUTCROP OF ROCK, 37.1 FEET N. 69 DEG W.
 JC1429'(MAGNETIC) FROM STATION.
 JC1429
 JC1429                          STATION RECOVERY (1937)
 JC1429
 JC1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JC1429'STATION RECOVERED, AS DESCRIBED.  IT IS ABOUT 7.8 MILES BY ROAD W
 JC1429'OF WASHINGTON, 0.8 MILE S OF HIGHWAY 100, ABOUT 100 YARDS W OF
 JC1429'COUNTY ROAD P, ON THE HIGHEST POINT OF ENOCH KNOB.
 JC1429'
 JC1429'SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A STONE POST
 JC1429'6 INCHES SQUARE.  THE POST IS ENCASED IN CONCRETE AND PROJECTS 3
 JC1429'INCHES ABOVE THE GROUND.
 JC1429'
 JC1429'UNDERGROUND MARK IS AN EARTHERNWARE PYRAMID, 28 INCHES BELOW THE
 JC1429'SURFACE.
 JC1429'
 JC1429'REFERENCE MARK NO. 1 (1922) IS A STANDARD DISK SET IN ROCK
 JC1429'OUTCROP 31.55 FEET S 13 DEG W.  THE DISK HAS BEEN REMOVED BUT THE
 JC1429'DRILL HOLE STILL REMAINS.
 JC1429'
 JC1429'REFERENCE MARK NO. 2 (1922), A STANDARD DISK SET IN SOLID ROCK
 JC1429'OUTCROP, IS 37.1 FEET N 69 DEG W, MAGNETIC.  IT WAS FOUND IN GOOD
 JC1429'CONDITION.
 JC1429'
 JC1429'TO REACH THE STATION FROM WASHINGTON, GO W ON HIGHWAY 100 7.0 MILES
 JC1429'TO JUNCTION WITH COUNTY ROAD P, THEN S 0.8 MILE TO THE STATION.
 JC1429
 JC1429                          STATION RECOVERY (1970)
 JC1429
 JC1429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JC1429'THE STATION MK. AND REF. MK. 2 WERE FOUND IN GOOD CONDITION.  REF.
 JC1429'MK. 3 WAS SET IN THE APPROXIMATE POSITION OF REF. MK. 1, WHICH
 JC1429'HAD BEEN REPORTED DESTROYED.
 JC1429'
 JC1429'A NEW DESCRIPTION FOLLOWS- THE STATION IS LOCATED ABOUT 8 MI.
 JC1429'W-NW OF WASHINGTON, ABOUT 5 MI. E-SE OF NEW HAVEN, ON THE HIGHEST
 JC1429'POINT OF A PROMINENT, BRUSH-COVERED HILL, KNOW LOCALLY AS ENOCHS
 JC1429'KNOB, IN THE SW 1/4 SEC. 10, T44N, R2W., ON THE PROPERTY OF A
 JC1429'MRS. MEYER, WHO LIVES AT THE S. FOOT OF THE HILL.
 JC1429'
 JC1429'TO REACH THE STATION FROM THE POST OFFICE AT WASHINGTON, DRIVE W.
 JC1429'FOR 1/2 BLOCK ON W. 2ND ST., TURN LEFT ONTO OAK ST. AND DRIVE
 JC1429'S. FOR 0.2 MI. TO JUNCTION WITH STATE HWY. 100, TURN RIGHT AND
 JC1429'DRIVE W-NW ON HWY. 100 FOR 7.35 MI. TO THE JUNCTION OF STATE
 JC1429'HWY. 185, TURN LEFT AND DRIVE S. ON HWY. 185 FOR 0.85 MI. TO
 JC1429'THE JUNCTION OF A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON GRAVEL
 JC1429'ROAD AND DRIVE W. FOR ABOUT 200 FT. TO THE JUNCTION OF A TRAIL,
 JC1429'WHICH LEADS N. UP THE HILL.  WALK UP HILL N. ON TRAIL FOR
 JC1429'ABOUT 200 YDS. TO THE HIGHEST POINT AND STATION.
 JC1429'
 JC1429'THE STATION MK. IS A USC AND GS DISK STAMPED ENOCH KNOB 1874 SET
 JC1429'IN THE TOP OF A 6 INCH SQUARE STONE POST, PROJECTING, 4 INCHES, 8
 JC1429'FT. N-NE OF A LONE CEDAR TREE ABOUT 18 FT. HIGH.
 JC1429'
 JC1429'REF. MK. 2 IS A USC AND GS DISK STAMPED ENOCH KNOB 1874 SET IN
 JC1429'OUTCROPPING BED ROCK, 36.68 FT. (11.180M) W. OF STATION.
 JC1429'
 JC1429'REF. MK. 3 IS A USGS TABLET STAMPED ENOCH KNOB 1874 1970 CEMENTED
 JC1429'IN A DRILL HOLE IN A LARGE ROCK BOULDER, WHICH PROJECTS ABOUT 6
 JC1429'INCHES, 31.50 FT. (9.601M) S. OF STATION.
 JC1429'
 JC1429'R.M. 2 TO R.M. 3 IS 50.91 FT. (15.517M).
 JC1429'
 JC1429'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/4 MI.
 JC1429'FROM TOWN OF NEWPORT
 JC1429
 JC1429                          STATION RECOVERY (1970)
 JC1429
 JC1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JC1429'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 JC1429'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAS BEEN REMOVED
 JC1429'FROM THE OLD DRILL HOLE AND A NEW DISK WAS SET IN THE OLD DRILL
 JC1429'HOLE BY THE U.S. GEOLOGICAL SURVEY.
 JC1429'
 JC1429'FOLLOWING IS A COMPLETE DESCRIPTION.
 JC1429'
 JC1429'THE STATION IS LOCATED ABOUT 8 MILES WEST-NORTHWEST OF WASHINGTON,
 JC1429'5 MILES EAST-SOUTHEAST OF NEW HAVEN, ON THE HIGHEST POINT OF A
 JC1429'PROMINENT, BRUSH-COVERED HILL, KNOW LOCALLY AS ENOCHS KNOB, IN THE
 JC1429'SOUTHWEST 1/4 OF SECTION 10, T 44 N, R 2 W, ON THE PROPERTY OF
 JC1429'MRS.  MEYER WHO LIVES AT THE SOUTH FOOT OF THE HILL.
 JC1429'
 JC1429'TO REACH THE STATION FROM THE POST OFFICE IN WASHINGTON, GO
 JC1429'WEST FOR 1/2 BLOCK ON WEST 2ND STREET.  TURN LEFT AND GO SOUTH
 JC1429'ON OAK STREET FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 100.
 JC1429'TURN RIGHT AND GO WEST-NORTHWEST ON STATE HIGHWAY 100 FOR 7.35
 JC1429'MILES TO THE JUNCTION OF STATE HIGHWAY 185.  TURN LEFT AND GO
 JC1429'SOUTH ON STATE HIGHWAY 185 FOR 0.85 MILE TO THE JUNCTION OF A
 JC1429'GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED
 JC1429'ROAD FOR ABOUT 200 FEET TO THE JUNCTION OF A TRAIL WHICH LEADS
 JC1429'NORTH UP THE HILL.  WALK UP HILL NORTH ON A TRAIL FOR ABOUT
 JC1429'200 YARDS TO THE HIGHEST POINT AND THE STATION.
 JC1429'
 JC1429'STATION MARK, A STANDARD DISK STAMPED ENOCH KNOB 1874, IS SET IN
 JC1429'THE TOP OF A 6-INCH SQUARE STONE POST WHICH PROJECTS 4 INCHES.
 JC1429'IT IS 8 FEET NORTH-NORTHEAST OF A LONE CEDAR TREE WITH A METAL
 JC1429'WITNESS SIGN ATTACHED.
 JC1429'
 JC1429'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ENOCH KNOB NO. 2
 JC1429'1874, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BED ROCK AND IS
 JC1429'36.68 FEET 11.180 METERS WEST OF THE STATION.
 JC1429'
 JC1429'REFERENCE MARK NO. 3, IS A STANDARD U.S. GEOLOGICAL SURVEY
 JC1429'REFERENCE DISK STAMPED ENOCH KNOB 1874 NO. 3 1970, CEMENTED IN A
 JC1429'DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 6 INCHES.  IT IS 31.50
 JC1429'FEET 9.601 METERS SOUTH OF THE STATION.
 JC1429'
 JC1429'NOTE- ANGLES TO THE MARKS WERE NOT CHECKED SINCE A BOX STAND IS
 JC1429'NOW PLACED OVER THE STATION SITE.
 JC1429'
 JC1429'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 8 MILES
 JC1429'WNW OF WASHINGTON.
 JC1429
 JC1429                          STATION RECOVERY (1970)
 JC1429
 JC1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JFS)
 JC1429'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 JC1429'CONDITION.  REFERENCE MARK 3 WAS SET IN THE APPROXIMATE POSITION
 JC1429'OF REFERENCE MARK 1, WHICH HAD BEEN REPORTED DESTROYED.  A NEW
 JC1429'DESCRIPTION FOLLOWS--
 JC1429'
 JC1429'THE STATION IS LOCATED ABOUT 8 MI W.-NW. OF WASHINGTON, ABOUT 5
 JC1429'MI E.-SE. OF NEW HAVEN, ON THE HIGHEST POINT OF A PROMINENT,
 JC1429'BRUSH-COVERED HILL, KNOWN LOCALLY AS ENOCHS KNOB, IN THE
 JC1429'SW. QUARTER SEC. 10, T. 44 N., R. 2 W., ON THE PROPERTY OF A
 JC1429'MRS. MEYER, WHO LIVES AT THE S. FOOT OF THE HILL.
 JC1429'
 JC1429'TO REACH THE STATION FROM THE POST OFFICE AT WASHINGTON, DRIVE
 JC1429'W. FOR ONE-HALF BLOCK ON W. 2ND STREET, TURN LEFT ONTO OAK STREET
 JC1429'AND DRIVE S. FOR 0.2 MI TO JCT. WITH STATE HWY. 100, TURN RIGHT
 JC1429'AND DRIVE W.-NW. ON HWY. 100 FOR 7.35 MI TO THE JCT. OF STATE
 JC1429'HWY. 185, TURN LEFT AND DRIVE S. ON HWY. 185 FOR 0.85 MI TO THE
 JC1429'JCT. OF A GRAVEL RD. ON THE RIGHT, TURN RIGHT ON GRAVEL RD. AND
 JC1429'DRIVE W. FOR ABOUT 200 FT TO THE JCT. OF A TRAIL, WHICH LEADS
 JC1429'N. UP THE HILL.  WALK UP HILL N. ON TRAIL FOR ABOUT 200 YARDS
 JC1429'TO THE HIGHEST POINT AND STATION.
 JC1429'
 JC1429'THE STATION MARK IS A USC AND GS DISK STAMPED ENOCH KNOB 1874,
 JC1429'SET IN THE TOP OF A 6 IN. SQUARE STONE POST, PROJECTING 4 IN., 8
 JC1429'FT N.-NE. OF A LONE CEDAR TREE ABOUT 18 FT HIGH.
 JC1429'
 JC1429'REFERENCE MARK 2 IS A USC AND GS DISK STAMPED ENOCH KNOB 1874, SET
 JC1429'IN OUTCROPPING BED ROCK, 36.68 FT (11.180 M.) W. OF STATION.
 JC1429'
 JC1429'REFERENCE MARK 3 IS A USGS TABLET STAMPED ENOCH KNOB 1874 1970
 JC1429'CEMENTED IN A DRILL HOLE IN A LARGE ROCK BOULDER, WHICH PROJECTS
 JC1429'ABOUT 6 IN., 31.50 FT (9.601 M.) S. OF STATION.
 JC1429'
 JC1429'REFERENCE MARK 2 TO REFERENCE MARK 3 IS 50.91 FT (15.517 M.).
 JC1429'
 JC1429'HEIGHT OF LIGHT AT MARTHA 6.15 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI0122 ***********************************************************************
 AI0122  SACS        -  This is a Secondary Airport Control Station.
 AI0122  DESIGNATION -  EOS A
 AI0122  PID         -  AI0122
 AI0122  STATE/COUNTY-  MO/NEWTON
 AI0122  USGS QUAD   -  NEOSHO WEST (1972)
 AI0122
 AI0122                         *CURRENT SURVEY CONTROL
 AI0122  ___________________________________________________________________
 AI0122* NAD 83(1997)-  36 48 15.12206(N)    094 23 38.80891(W)     ADJUSTED  
 AI0122* NAVD 88     -       380.76   (meters)    1249.2    (feet)  GPS OBS   
 AI0122  ___________________________________________________________________
 AI0122  X           -    -391,765.315 (meters)                     COMP
 AI0122  Y           -  -5,098,292.098 (meters)                     COMP
 AI0122  Z           -   3,800,228.122 (meters)                     COMP
 AI0122  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AI0122  ELLIP HEIGHT-         351.91  (meters)          (07/01/99) GPS OBS
 AI0122  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AI0122
 AI0122  HORZ ORDER  -  FIRST
 AI0122  ELLP ORDER  -  FOURTH    CLASS II
 AI0122
 AI0122.This mark is at Neosho Mem Airport (EOS)
 AI0122
 AI0122.The horizontal coordinates were established by GPS observations
 AI0122.and adjusted by the National Geodetic Survey in July 1999..
 AI0122
 AI0122.The orthometric height was determined by GPS observations and a
 AI0122.high-resolution geoid model.
 AI0122
 AI0122.GPS derived orthometric heights for airport stations designated as
 AI0122.PACS or SACS are published to 2 decimal places.  This maintains
 AI0122.centimeter relative accuracy between the PACS and SACS.  It does
 AI0122.not indicate centimeter accuracy relative to other marks which are
 AI0122.part of the NAVD 88 network.
 AI0122
 AI0122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0122
 AI0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0122
 AI0122.The ellipsoidal height was determined by GPS observations
 AI0122.and is referenced to NAD 83.
 AI0122
 AI0122.The geoid height was determined by GEOID03.
 AI0122
 AI0122;                    North         East     Units Scale Factor Converg.
 AI0122;SPC MO W     -    70,746.949   859,448.684   MT  0.99994228   +0 03 48.4
 AI0122;UTM  15      - 4,074,058.576   375,636.425   MT  0.99979054   -0 50 07.1
 AI0122
 AI0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0122!SPC MO W     -   0.99994478  x   0.99994228  =   0.99988706
 AI0122!UTM  15      -   0.99994478  x   0.99979054  =   0.99973533
 AI0122
 AI0122                          SUPERSEDED SURVEY CONTROL
 AI0122
 AI0122.No superseded survey control is available for this station.
 AI0122
 AI0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7563674059(NAD 83)
 AI0122_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0122_STAMPING: EOS A 1999
 AI0122_MARK LOGO: NGS   
 AI0122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0122+STABILITY: SURFACE MOTION
 AI0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0122+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI0122
 AI0122  HISTORY     - Date     Condition        Report By
 AI0122  HISTORY     - 1999     MONUMENTED       NGS
 AI0122
 AI0122                          STATION DESCRIPTION
 AI0122
 AI0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI0122'THE STATION IS LOCATED AT THE NEOSHO HUGH ROBINSON AIRPORT SOUTH OF
 AI0122'NEOSHO, IN THE GRASS AREA AT THE SW END OF AND IN LINE WITH RUNWAY END
 AI0122'1.  OWNERSHIP--CITY OF NEOSHO, AIRPORT MANAGER MIKE KELLY, 1400 VLAIR,
 AI0122'NEOSHO, MO 64850.  THE PHONE NUMBER IS (417) 451-8053. NOTE---THIS
 AI0122'STATION IS A SACS.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AI0122'HIGHWAYS 71 AND 60 AND STATE HIGHWAY 59 ON THE SOUTH SIDE OF NEOSHO GO
 AI0122'SOUTH ON HWYS 71 AND 59 FOR 3.1 MILES (5.0 KM) TO A CONCRETE ROAD LEFT
 AI0122'(COCKRELL DRIVE) , TURN LEFT AND GO EAST THEN NORTHERLY FOR 0.8 MILES
 AI0122'(1.3 KM) ON COCKRELL DRIVE TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST
 AI0122'THEN NORTH FOR 0.2 MILES (0.3 KM) ON THE AIRPORT ENTRANCE ROAD PASSING
 AI0122'AIRPORT OFFICE ON THE LEFT TO AN APRON AND HANGAR RIGHT.  TURN LEFT
 AI0122'AND GO WESTERLY FOR 0.1 MI (0.2 KM) ACROSS THE APRON AND ON TAXIWAY C
 AI0122'TO RUNWAY 1-19, TURN LEFT AND GO SOUTH FOR 0.25 MI (0.40 KM) ON THE
 AI0122'RUNWAY TO THE STATION ON THE RIGHT AT THE END OF THE RUNWAY.  THE
 AI0122'STATION IS LOCATED ON THE EXTENDED END OF THE RUNWAY, 188.5 FT (57.5
 AI0122'M) WEST OF THE CENTERLINE END OF THE RUNWAY, 107.7 FEET (32.8 M) WEST-
 AI0122'NORTHWEST OF A REIL LIGHT, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI0122'SURFACE.  188.5 FEET (57.5 M) WEST OF THE CENTERLINE END OF RUNWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI0123 ***********************************************************************
 AI0123  SACS        -  This is a Secondary Airport Control Station.
 AI0123  DESIGNATION -  EOS B
 AI0123  PID         -  AI0123
 AI0123  STATE/COUNTY-  MO/NEWTON
 AI0123  USGS QUAD   -  NEOSHO WEST (1972)
 AI0123
 AI0123                         *CURRENT SURVEY CONTROL
 AI0123  ___________________________________________________________________
 AI0123* NAD 83(1997)-  36 48 27.13962(N)    094 23 29.52470(W)     ADJUSTED  
 AI0123* NAVD 88     -       379.19   (meters)    1244.1    (feet)  GPS OBS   
 AI0123  ___________________________________________________________________
 AI0123  X           -    -391,518.743 (meters)                     COMP
 AI0123  Y           -  -5,098,087.163 (meters)                     COMP
 AI0123  Z           -   3,800,523.804 (meters)                     COMP
 AI0123  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AI0123  ELLIP HEIGHT-         350.33  (meters)          (07/01/99) GPS OBS
 AI0123  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AI0123
 AI0123  HORZ ORDER  -  FIRST
 AI0123  ELLP ORDER  -  FOURTH    CLASS II
 AI0123
 AI0123.This mark is at Neosho Mem Airport (EOS)
 AI0123
 AI0123.The horizontal coordinates were established by GPS observations
 AI0123.and adjusted by the National Geodetic Survey in July 1999..
 AI0123
 AI0123.The orthometric height was determined by GPS observations and a
 AI0123.high-resolution geoid model.
 AI0123
 AI0123.GPS derived orthometric heights for airport stations designated as
 AI0123.PACS or SACS are published to 2 decimal places.  This maintains
 AI0123.centimeter relative accuracy between the PACS and SACS.  It does
 AI0123.not indicate centimeter accuracy relative to other marks which are
 AI0123.part of the NAVD 88 network.
 AI0123
 AI0123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0123
 AI0123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0123
 AI0123.The ellipsoidal height was determined by GPS observations
 AI0123.and is referenced to NAD 83.
 AI0123
 AI0123.The geoid height was determined by GEOID03.
 AI0123
 AI0123;                    North         East     Units Scale Factor Converg.
 AI0123;SPC MO W     -    71,117.640   859,678.395   MT  0.99994233   +0 03 53.9
 AI0123;UTM  15      - 4,074,425.563   375,871.886   MT  0.99978982   -0 50 01.7
 AI0123
 AI0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0123!SPC MO W     -   0.99994502  x   0.99994233  =   0.99988736
 AI0123!UTM  15      -   0.99994502  x   0.99978982  =   0.99973486
 AI0123
 AI0123:                Primary Azimuth Mark                     Grid Az
 AI0123:SPC MO W     -  NEOPORT                                  357 59 50.1
 AI0123:UTM  15      -  NEOPORT                                  358 53 45.7
 AI0123
 AI0123|---------------------------------------------------------------------|
 AI0123| PID    Reference Object                     Distance      Geod. Az  |
 AI0123|                                                           dddmmss.s |
 AI0123| GG0930 NEOPORT                             APPROX. 0.6 KM 3580344.0 |
 AI0123|---------------------------------------------------------------------|
 AI0123
 AI0123                          SUPERSEDED SURVEY CONTROL
 AI0123
 AI0123.No superseded survey control is available for this station.
 AI0123
 AI0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7587274426(NAD 83)
 AI0123_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0123_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI0123_SP_SET: FOUNDATION FOR DRAIN GRATE
 AI0123_STAMPING: EOS B 1999
 AI0123_MARK LOGO: NGS   
 AI0123_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0123+STABILITY: SURFACE MOTION
 AI0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0123+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI0123
 AI0123  HISTORY     - Date     Condition        Report By
 AI0123  HISTORY     - 1999     MONUMENTED       NGS
 AI0123
 AI0123                          STATION DESCRIPTION
 AI0123
 AI0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI0123'THE STATION IS LOCATED AT THE NEOSHO HUGH ROBINSON AIRPORT SOUTH OF
 AI0123'NEOSHO.  OWNERSHIP--CITY OF NEOSHO, AIRPORT MANAGER MIKE KELLY, 1400
 AI0123'VLAIR, NEOSHO, MO 64850.  THE PHONE NUMBER IS (417) -451-8098.
 AI0123'NOTE---THIS STATION IS A SACS.  TO REACH THE STATION FROM THE JUNCTION
 AI0123'OF U.S.  HIGHWAYS 71 AND 60 AND STATE HIGHWAY 59 ON THE SOUTH SIDE OF
 AI0123'NEOSHO GO SOUTH ON HWYS 71 AND 59 FOR 3.1 MILES (5.0 KM) TO A CONCRETE
 AI0123'ROAD LEFT (COCKRELL DRIVE) , TURN LEFT AND GO EAST THEN NORTHERLY FOR
 AI0123'0.8 MILES (1.3 KM) ON COCKRELL DRIVE TO A PAVED ROAD LEFT, TURN LEFT
 AI0123'AND GO WEST THEN NORTH FOR 0.2 MILES (0.3 KM) ON THE AIRPORT ENTRANCE
 AI0123'ROAD PASSING AIRPORT OFFICE ON THE LEFT TO AN APRON AND HANGAR RIGHT.
 AI0123'TURN LEFT AND GO WESTERLY FOR 0.05 MI (0.08 KM) ACROSS THE APRON AND
 AI0123'ON TAXIWAY C TO THE STATION ON THE RIGHT IN THE SOUTHEAST CORNER OF A
 AI0123'4 BY 4-FOOT CONCRETE FOUNDATION OF A STORM DRAIN GRATE.  THE STATION
 AI0123'IS LOCATED 122.9 FT (37.5 M) NORTHWEST OF THE INTERSECTION OF THE
 AI0123'PARALLEL TAXIWAY AND TAXIWAY C, 102.8 FT (31.3 M) WEST OF THE CENTER
 AI0123'OF THE PARALLEL TAXIWAY, 67.5 FEET (20.6 M) NORTH OF THE CENTERLINE OF
 AI0123'TAXIWAY C, AND THE DISK IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1148 ***********************************************************************
 HD1148  DESIGNATION -  EPPERLY
 HD1148  PID         -  HD1148
 HD1148  STATE/COUNTY-  MO/WRIGHT
 HD1148  USGS QUAD   -  HARTVILLE (1956)
 HD1148
 HD1148                         *CURRENT SURVEY CONTROL
 HD1148  ___________________________________________________________________
 HD1148* NAD 83(1997)-  37 16 38.56548(N)    092 33 01.66476(W)     ADJUSTED  
 HD1148* NAVD 88     -       466.1    (meters)    1529.     (feet)  VERTCON   
 HD1148  ___________________________________________________________________
 HD1148  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 HD1148  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HD1148
 HD1148  HORZ ORDER  -  FIRST
 HD1148
 HD1148.The horizontal coordinates were established by classical geodetic methods
 HD1148.and adjusted by the National Geodetic Survey in February 2000..
 HD1148
 HD1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1148
 HD1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1148
 HD1148.The geoid height was determined by GEOID03.
 HD1148
 HD1148;                    North         East     Units Scale Factor Converg.
 HD1148;SPC MO C     -   160,235.347   495,524.922   MT  0.99993358   -0 01 50.0
 HD1148;UTM  15      - 4,125,738.371   539,852.433   MT  0.99961956   +0 16 20.2
 HD1148
 HD1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1148!SPC MO C     -   0.99993142  x   0.99993358  =   0.99986500
 HD1148!UTM  15      -   0.99993142  x   0.99961956  =   0.99955100
 HD1148
 HD1148:                Primary Azimuth Mark                     Grid Az
 HD1148:SPC MO C     -  STIGALL RM 3                             055 50 02.8
 HD1148:UTM  15      -  STIGALL RM 3                             055 31 52.6
 HD1148
 HD1148|---------------------------------------------------------------------|
 HD1148| PID    Reference Object                     Distance      Geod. Az  |
 HD1148|                                                           dddmmss.s |
 HD1148| HD1145 STIGALL RM 3                        APPROX.11.0 KM 0554812.8 |
 HD1148| HD1147 EPPERLY RM 3                        295.823 METERS 08726     |
 HD1148| HD1150 MANSFIELD ATT MICROWAVE             APPROX.21.2 KM 1704906.5 |
 HD1148| HD1160 SEYMOUR MICROWAVE                   APPROX.22.4 KM 2325527.1 |
 HD1148| HD1163 SEYMOUR MUN TANK                    APPROX.24.3 KM 2331405.3 |
 HD1148| CN6812 EPPERLY RM 1                         34.385 METERS 23428     |
 HD1148| HD1156 SEYMOUR RR MICROWAVE                APPROX.17.7 KM 2515625.6 |
 HD1148| CN6813 EPPERLY RM 2                         38.233 METERS 27710     |
 HD1148|---------------------------------------------------------------------|
 HD1148
 HD1148                          SUPERSEDED SURVEY CONTROL
 HD1148
 HD1148  NAD 83(1986)-  37 16 38.57582(N)    092 33 01.66404(W) AD(       ) 1
 HD1148  NAD 27      -  37 16 38.39495(N)    092 33 01.05930(W) AD(       ) 1
 HD1148  NGVD 29 (07/19/86)  466.0    (m)         1529.     (f) VERT ANG       
 HD1148
 HD1148.Superseded values are not recommended for survey control.
 HD1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1148.See file dsdata.txt to determine how the superseded data were derived.
 HD1148
 HD1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB3985225738(NAD 83)
 HD1148_MARKER: DS = TRIANGULATION STATION DISK
 HD1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1148
 HD1148  HISTORY     - Date     Condition        Report By
 HD1148  HISTORY     - 1978     MONUMENTED       NGS
 HD1148
 HD1148                          STATION DESCRIPTION
 HD1148
 HD1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1148'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF SEYMOUR,
 HD1148'12 MILES NORTH OF MANSFIELD AND 3 MILES NORTHWEST OF HARTVILLE
 HD1148'IN THE SOUTHEAST 1/4 OF SECTION 26, R 15 W, T 30 N.  PERMISSION
 HD1148'WAS OBTAINED FROM MR. REX EPPERLY, RURAL ROUTE 2 HARTVILLE,
 HD1148'MISSOURI, WHO LIVES NEAR THE STATION SITE.
 HD1148'
 HD1148'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 HD1148'IN HARTVILLE, AT THE JUNCTION OF STATE HIGHWAYS 38 AND 5.
 HD1148'GO NORTH AND WEST ON STATE HIGHWAY 5 FOR 0.65 MILE TO COUNTY
 HD1148'ROAD Z ON THE RIGHT.  CONTINUE NORTHWESTERLY ON STATE HIGHWAY
 HD1148'5 FOR 2.85 TO A FIELD ROAD ON THE RIGHT, TURN RIGHT AND GO
 HD1148'EAST CROSSING A CATTLE GUARD FOR ABOUT 100 FEET TO THE STATION
 HD1148'ON THE LEFT.  TO REACH REFERENCE MARK 3 FROM HERE CONTINUE
 HD1148'EAST ON THE FIELD ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT
 HD1148'
 HD1148'THE STATION MARKS ARE STANDARD DISKS
 HD1148'STAMPED---EPPERLY 1977---.  THE SURFACE DISK IS SET IN THE TOP
 HD1148'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 HD1148'THE GROUND SURFACE.  IT IS 156 FEET EAST-NORTHEAST OF THE
 HD1148'CENTER-LINE OF STATE HIGHWAY 5, 125.5 FEET EAST OF A METAL
 HD1148'WITNESS POST AND 69 FEET NORTH OF A FIELD ROAD.  THE
 HD1148'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HD1148'CONCRETE THAT IS ABOUT 38 INCHES BELOW THE GROUND SURFACE.
 HD1148'A METAL ROD IS EMBEDDED IN THE SURFACE MONUMENT.
 HD1148'
 HD1148'REFERENCE MARK 1, A STANDARD DISK
 HD1148'STAMPED---EPPERLY NO 1 1977---, IS SET IN THE TOP OF
 HD1148'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 HD1148'THE GROUND SURFACE.  IT IS 57 FEET EAST OF THE CENTER-LINE
 HD1148'OF STATE HIGHWAY 5, 13 FEET NORTH-NORTHWEST OF A CATTLE GUARD
 HD1148'AND 2.0 FEET NORTH OF A METAL WITNESS POST THAT IS SET IN A
 HD1148'BOARD FENCE.
 HD1148'
 HD1148'REFERENCE MARK 2, A STANDARD DISK
 HD1148'STAMPED---EPPERLY NO 2 1977---, IS SET IN THE TOP OF A
 HD1148'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 HD1148'GROUND SURFACE.  IT IS 96 FEET NORTH OF THE FIELD ROAD, 36
 HD1148'FEET EAST-NORTHEAST OF THE CENTER-LINE OF STATE HIGHWAY 5
 HD1148'AND 1.4 FEET EAST-NORTHEAST OF A METAL WITNESS POST THAT IS
 HD1148'SET IN A WIRE FENCE.
 HD1148'
 HD1148'REFERENCE MARK 3, A STANDARD DISK
 HD1148'STAMPED---EPPERLY NO 3 1977---, IS SET IN THE TOP OF A
 HD1148'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 HD1148'GROUND SURFACE.  IT IS 15.5 FEET SOUTH OF THE FIELD ROAD AND
 HD1148'1.6 FEET NORTH OF A METAL WITNESS POST AND HAS A METAL ROD
 HD1148'EMBEDDED IN THE MONUMENT.
 HD1148'
 HD1148'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1147 ***********************************************************************
 HD1147  DESIGNATION -  EPPERLY RM 3
 HD1147  PID         -  HD1147
 HD1147  STATE/COUNTY-  MO/WRIGHT
 HD1147  USGS QUAD   -  HARTVILLE (1956)
 HD1147
 HD1147                         *CURRENT SURVEY CONTROL
 HD1147  ___________________________________________________________________
 HD1147* NAD 83(1997)-  37 16 38.99399(N)    092 32 49.66865(W)     ADJUSTED  
 HD1147* NAVD 88     -       464.0    (meters)    1522.     (feet)  VERTCON   
 HD1147  ___________________________________________________________________
 HD1147  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 HD1147  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HD1147
 HD1147  HORZ ORDER  -  SECOND
 HD1147
 HD1147.The horizontal coordinates were established by classical geodetic methods
 HD1147.and adjusted by the National Geodetic Survey in February 2000..
 HD1147.No horizontal observational check was made to the station.
 HD1147
 HD1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1147
 HD1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1147
 HD1147.The geoid height was determined by GEOID03.
 HD1147
 HD1147;                    North         East     Units Scale Factor Converg.
 HD1147;SPC MO C     -   160,248.404   495,820.437   MT  0.99993355   -0 01 42.8
 HD1147;UTM  15      - 4,125,752.985   540,147.782   MT  0.99961985   +0 16 27.5
 HD1147
 HD1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1147!SPC MO C     -   0.99993175  x   0.99993355  =   0.99986530
 HD1147!UTM  15      -   0.99993175  x   0.99961985  =   0.99955162
 HD1147
 HD1147                          SUPERSEDED SURVEY CONTROL
 HD1147
 HD1147  NAD 83(1986)-  37 16 39.00434(N)    092 32 49.66794(W) AD(       ) 2
 HD1147  NAD 27      -  37 16 38.82342(N)    092 32 49.06408(W) AD(       ) 2
 HD1147  NGVD 29 (07/19/86)  463.9    (m)         1522.     (f) VERT ANG       
 HD1147
 HD1147.Superseded values are not recommended for survey control.
 HD1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1147.See file dsdata.txt to determine how the superseded data were derived.
 HD1147
 HD1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB4014825753(NAD 83)
 HD1147_MARKER: DR = REFERENCE MARK DISK
 HD1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1147+STABILITY: SURFACE MOTION
 HD1147
 HD1147  HISTORY     - Date     Condition        Report By
 HD1147  HISTORY     - 1978     MONUMENTED       NGS
 HD1147
 HD1147                          STATION DESCRIPTION
 HD1147
 HD1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1147'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF SEYMOUR,
 HD1147'12 MILES NORTH OF MANSFIELD AND 3 MILES NORTHWEST OF HARTVILLE
 HD1147'IN THE SOUTHEAST 1/4 OF SECTION 26, R 15 W, T 30 N.  PERMISSION
 HD1147'WAS OBTAINED FROM MR. REX EPPERLY, RURAL ROUTE 2, HARTVILLE,
 HD1147'MISSOURI WHO LIVES NEAR THE STATION SITE.  A TRAVERSE
 HD1147'CONNECTION WAS MADE TO TRIANGULATION STATION EPPERLY
 HD1147'USING ELECTRONIC DISTANCE EQUIPMENT.
 HD1147'
 HD1147'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 HD1147'IN HARTVILLE, AT THE JUNCTION OF STATE HIGHWAYS 38 AND 5.
 HD1147'GO NORTH AND WEST ON STATE HIGHWAY 5 FOR 0.65 MILE TO COUNTY
 HD1147'ROAD Z ON THE RIGHT.  CONTINUE NORTHWESTERLY ON STATE HIGHWAY
 HD1147'5 FOR 2.85 MILES TO A FIELD ROAD ON THE RIGHT, TURN RIGHT AND
 HD1147'GO EAST CROSSING A CATTLE GUARD
 HD1147'AND CONTINUE EAST ON THE FIELD ROAD FOR 0.2 MILE TO THE STATION
 HD1147'ON THE RIGHT.
 HD1147'
 HD1147'THE STATION MARK IS A STANDARD REFERENCE MARK DISK
 HD1147'STAMPED---EPPERLY NO 3 1977---, IS SET IN THE TOP OF A
 HD1147'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 HD1147'THE GROUND SURFACE.  IT IS 15.5 FEET SOUTH OF THE FIELD
 HD1147'ROAD AND 1.6 FEET NORTH OF A METAL WITNESS POST AND IT HAS
 HD1147'A METAL ROD EMBEDDED IN THE MONUMENT.
 HD1147'
 HD1147'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1570 ***********************************************************************
 JD1570  DESIGNATION -  ERA 1273
 JD1570  PID         -  JD1570
 JD1570  STATE/COUNTY-  MO/ST CLAIR
 JD1570  USGS QUAD   -  OSCEOLA (1991)
 JD1570
 JD1570                         *CURRENT SURVEY CONTROL
 JD1570  ___________________________________________________________________
 JD1570* NAD 83(1986)-  38 03 30.     (N)    093 38 26.     (W)     SCALED    
 JD1570* NAVD 88     -       261.112  (meters)     856.66   (feet)  ADJUSTED  
 JD1570  ___________________________________________________________________
 JD1570  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JD1570  DYNAMIC HT  -         260.921 (meters)     856.04  (feet)  COMP
 JD1570  MODELED GRAV-     979,890.5   (mgal)                       NAVD 88
 JD1570
 JD1570  VERT ORDER  -  SECOND    CLASS 0
 JD1570
 JD1570.The horizontal coordinates were scaled from a topographic map and have
 JD1570.an estimated accuracy of +/- 6 seconds.
 JD1570
 JD1570.The orthometric height was determined by differential leveling
 JD1570.and adjusted by the National Geodetic Survey in June 1991..
 JD1570
 JD1570.The geoid height was determined by GEOID03.
 JD1570
 JD1570.The dynamic height is computed by dividing the NAVD 88
 JD1570.geopotential number by the normal gravity value computed on the
 JD1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1570.degrees latitude (g = 980.6199 gals.).
 JD1570
 JD1570.The modeled gravity was interpolated from observed gravity values.
 JD1570
 JD1570;                    North         East    Units  Estimated Accuracy
 JD1570;SPC MO W     -   210,270.      925,420.      MT  (+/- 180 meters Scaled)
 JD1570
 JD1570                          SUPERSEDED SURVEY CONTROL
 JD1570
 JD1570  NGVD 29 (??/??/92)  261.002  (m)          856.30   (f) ADJ UNCH    2 0
 JD1570
 JD1570.Superseded values are not recommended for survey control.
 JD1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1570.See file dsdata.txt to determine how the superseded data were derived.
 JD1570
 JD1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC438124(NAD 83)
 JD1570_MARKER: DD = SURVEY DISK
 JD1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1570+STABILITY: SURFACE MOTION
 JD1570
 JD1570  HISTORY     - Date     Condition        Report By
 JD1570  HISTORY     - UNK      MONUMENTED       USGS
 JD1570  HISTORY     - 1945     GOOD             NGS
 JD1570
 JD1570                          STATION DESCRIPTION
 JD1570
 JD1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1570'3.8 MI NE FROM OSCEOLA.
 JD1570'FROM THE COURTHOUSE AT OSCEOLA, NORTHEAST 1.0 MILE ALONG HIGHWAY
 JD1570'13 TO ITS JUNCTION WITH ST. CLAIR COUNTY ROUTE N, 2.8 MILES EAST
 JD1570'ALONG N TO THE TOP OF A HILL AND A FARM ON EACH SIDE OF THE
 JD1570'ROAD, THE DWELLING ON THE NORTH SIDE ABOUT 40 YARDS DOWNHILL,
 JD1570'THE FARM ON THE SOUTH SIDE ONLY SLIGHTLY HIGHER, THE ENTRANCES
 JD1570'BEING EXACTLY OPPOSITE EACH OTHER.  THE MARK IS A U.S.G.S. BRONZE
 JD1570'DISK SET IN THE TOP OF A CONCRETE POST, 57 FEET EAST OF THE
 JD1570'CENTERLINE OF THE SMALL ROAD LEADING NORTH TO THE DWELLING, 13
 JD1570'FEET EAST OF A FENCE CORNER, 27 FEET NORTH OF THE CENTERLINE OF
 JD1570'ROUTE N, 2 FEET SOUTH OF A WIRE FENCE, 1.3 FEET EAST OF A WHITE
 JD1570'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0103 ***********************************************************************
 HD0103  DESIGNATION -  ERA 1287
 HD0103  PID         -  HD0103
 HD0103  STATE/COUNTY-  MO/LACLEDE
 HD0103  USGS QUAD   -  BROWNFIELD (1975)
 HD0103
 HD0103                         *CURRENT SURVEY CONTROL
 HD0103  ___________________________________________________________________
 HD0103* NAD 83(1986)-  37 39 39.     (N)    092 21 51.     (W)     SCALED    
 HD0103* NAVD 88     -       371.246  (meters)    1218.00   (feet)  ADJUSTED  
 HD0103  ___________________________________________________________________
 HD0103  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HD0103  DYNAMIC HT  -         370.956 (meters)    1217.04  (feet)  COMP
 HD0103  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 HD0103
 HD0103  VERT ORDER  -  SECOND    CLASS 0
 HD0103
 HD0103.The horizontal coordinates were scaled from a topographic map and have
 HD0103.an estimated accuracy of +/- 6 seconds.
 HD0103
 HD0103.The orthometric height was determined by differential leveling
 HD0103.and adjusted by the National Geodetic Survey in June 1991..
 HD0103
 HD0103.The geoid height was determined by GEOID03.
 HD0103
 HD0103.The dynamic height is computed by dividing the NAVD 88
 HD0103.geopotential number by the normal gravity value computed on the
 HD0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0103.degrees latitude (g = 980.6199 gals.).
 HD0103
 HD0103.The modeled gravity was interpolated from observed gravity values.
 HD0103
 HD0103;                    North         East    Units  Estimated Accuracy
 HD0103;SPC MO C     -   202,800.      511,990.      MT  (+/- 180 meters Scaled)
 HD0103
 HD0103                          SUPERSEDED SURVEY CONTROL
 HD0103
 HD0103  NGVD 29 (??/??/92)  371.134  (m)         1217.63   (f) ADJ UNCH    2 0
 HD0103
 HD0103.Superseded values are not recommended for survey control.
 HD0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0103.See file dsdata.txt to determine how the superseded data were derived.
 HD0103
 HD0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB560683(NAD 83)
 HD0103_MARKER: DD = SURVEY DISK
 HD0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0103_STAMPING: 1935 1217 ERA 1287
 HD0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0103+STABILITY: SURFACE MOTION
 HD0103
 HD0103  HISTORY     - Date     Condition        Report By
 HD0103  HISTORY     - 1935     MONUMENTED       USGS
 HD0103  HISTORY     - 1946     GOOD             NGS
 HD0103  HISTORY     - 20060227 MARK NOT FOUND   MODNR
 HD0103
 HD0103                          STATION DESCRIPTION
 HD0103
 HD0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0103'5.4 MI N FROM FALCON.
 HD0103'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY NO. 32 FROM THE POST
 HD0103'OFFICE AT FALCON, THENCE 4.3 MILES NORTH ALONG A GRAVEL ROAD,
 HD0103'THENCE 0.55 MILES EAST ALONG A GRAVEL ROAD, 36 FEET NORTHEAST
 HD0103'OF 20 INCH WHITE OAK TREE IN A FENCE CORNER, 23 FEET SOUTHEAST
 HD0103'OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD,
 HD0103'1 FOOT WEST OF A LARGE BOULDER, 1 FOOT SOUTHWEST OF A 4 IN
 HD0103'X 4 IN MARKER POST.  PROJECTS 3 INCHES ABOVE THE GROUND.
 HD0103
 HD0103                          STATION RECOVERY (2006)
 HD0103
 HD0103'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 HD0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1075 ***********************************************************************
 HD1075  DESIGNATION -  ERA 1445
 HD1075  PID         -  HD1075
 HD1075  STATE/COUNTY-  MO/PULASKI
 HD1075  USGS QUAD   -  CROCKER (1976)
 HD1075
 HD1075                         *CURRENT SURVEY CONTROL
 HD1075  ___________________________________________________________________
 HD1075* NAD 83(1997)-  37 54 30.31536(N)    092 22 23.44065(W)     ADJUSTED  
 HD1075* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 HD1075  ___________________________________________________________________
 HD1075  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 HD1075  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HD1075
 HD1075  HORZ ORDER  -  SECOND
 HD1075
 HD1075.The horizontal coordinates were established by classical geodetic methods
 HD1075.and adjusted by the National Geodetic Survey in February 2000..
 HD1075
 HD1075.The orthometric height was scaled from a topographic map.
 HD1075
 HD1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1075
 HD1075.The geoid height was determined by GEOID03.
 HD1075
 HD1075;                    North         East     Units Scale Factor Converg.
 HD1075;SPC MO C     -   230,275.615   511,152.189   MT  0.99993486   +0 04 40.5
 HD1075;UTM  15      - 4,195,839.403   555,101.940   MT  0.99963739   +0 23 06.5
 HD1075
 HD1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1075!SPC MO C     -   0.99994727  x   0.99993486  =   0.99988213
 HD1075!UTM  15      -   0.99994727  x   0.99963739  =   0.99958468
 HD1075
 HD1075                          SUPERSEDED SURVEY CONTROL
 HD1075
 HD1075  NAD 83(1986)-  37 54 30.32818(N)    092 22 23.43983(W) AD(       ) 2
 HD1075  NAD 27      -  37 54 30.19000(N)    092 22 22.81700(W) AD(       ) 2
 HD1075
 HD1075.Superseded values are not recommended for survey control.
 HD1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1075.See file dsdata.txt to determine how the superseded data were derived.
 HD1075
 HD1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB5510295839(NAD 83)
 HD1075_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HD1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1075
 HD1075  HISTORY     - Date     Condition        Report By
 HD1075  HISTORY     - 1946     MONUMENTED       USGS
 HD1075
 HD1075                          STATION DESCRIPTION
 HD1075
 HD1075'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RAM)
 HD1075'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF CROCKER,
 HD1075'4 MILES NORTHEAST OF RICHLAND AND 2 MILES WEST OF SWEDEBORG ALONG
 HD1075'THE NORTH SIDE OF STATE HIGHWAY 133 IN THE NORTHEAST ANGLE OF
 HD1075'CROSSROADS.  IT IS 45 FEET NORTHEAST OF THE INTERSECTION OF
 HD1075'STATE HIGHWAY 133 AND A GRAVEL ROAD, 30 FEET NORTH OF THE
 HD1075'CENTERLINE OF STATE HIGHWAY 133, 23 FEET EAST OF THE CENTERLINE
 HD1075'OF GRAVEL ROAD AND 2 FEET EAST OF WITNESS POST.  THE MARK IS
 HD1075'A STANDARD USGS BENCH MARK AND THE DISK IS STAMPED USGS BM
 HD1075'ERA 1445 1935.  THIS STATION IS USED AS THE AZIMUTH MARK FOR
 HD1075'TRIANGULATION STATION SWEDE.  THE DISTANCE WHICH WAS
 HD1075'TRAVERSED TO TRIANGULATION STATION SWEDE IS 487.994 METERS
 HD1075'(1601.03 FEET).
 HD1075'
 HD1075'TO REACH THE STATION FROM THE PULASKI COUNTY BANK AT RAILROAD
 HD1075'AND MAIN STREET IN RICHLAND, GO EAST AND NORTH ON STATE HIGHWAY
 HD1075'133 FOR 5.3 MILES TO CROSSROADS AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0044 ***********************************************************************
 HD0044  DESIGNATION -  ERA 1446
 HD0044  PID         -  HD0044
 HD0044  STATE/COUNTY-  MO/PULASKI
 HD0044  USGS QUAD   -  CROCKER (1976)
 HD0044
 HD0044                         *CURRENT SURVEY CONTROL
 HD0044  ___________________________________________________________________
 HD0044* NAD 83(1997)-  37 52 37.52540(N)    092 22 27.97249(W)     ADJUSTED  
 HD0044* NAVD 88     -       338.014  (meters)    1108.97   (feet)  ADJUSTED  
 HD0044  ___________________________________________________________________
 HD0044  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 HD0044  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HD0044  DYNAMIC HT  -         337.761 (meters)    1108.14  (feet)  COMP
 HD0044  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 HD0044
 HD0044  HORZ ORDER  -  SECOND
 HD0044  VERT ORDER  -  SECOND    CLASS 0
 HD0044
 HD0044.The horizontal coordinates were established by classical geodetic methods
 HD0044.and adjusted by the National Geodetic Survey in February 2000..
 HD0044
 HD0044.The orthometric height was determined by differential leveling
 HD0044.and adjusted by the National Geodetic Survey in June 1991..
 HD0044
 HD0044.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0044
 HD0044.The geoid height was determined by GEOID03.
 HD0044
 HD0044.The dynamic height is computed by dividing the NAVD 88
 HD0044.geopotential number by the normal gravity value computed on the
 HD0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0044.degrees latitude (g = 980.6199 gals.).
 HD0044
 HD0044.The modeled gravity was interpolated from observed gravity values.
 HD0044
 HD0044;                    North         East     Units Scale Factor Converg.
 HD0044;SPC MO C     -   226,798.178   511,046.172   MT  0.99993484   +0 04 37.5
 HD0044;UTM  15      - 4,192,362.483   555,014.589   MT  0.99963728   +0 23 02.7
 HD0044
 HD0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0044!SPC MO C     -   0.99995182  x   0.99993484  =   0.99988666
 HD0044!UTM  15      -   0.99995182  x   0.99963728  =   0.99958912
 HD0044
 HD0044                          SUPERSEDED SURVEY CONTROL
 HD0044
 HD0044  NAD 83(1986)-  37 52 37.53803(N)    092 22 27.97158(W) AD(       ) 2
 HD0044  NAD 27      -  37 52 37.39700(N)    092 22 27.35000(W) AD(       ) 2
 HD0044  NGVD 29 (??/??/92)  337.909  (m)         1108.62   (f) ADJ UNCH    2 0
 HD0044
 HD0044.Superseded values are not recommended for survey control.
 HD0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0044.See file dsdata.txt to determine how the superseded data were derived.
 HD0044
 HD0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB5501592362(NAD 83)
 HD0044_MARKER: DD = SURVEY DISK
 HD0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0044_STAMPING: ERA 1446 1935
 HD0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0044+STABILITY: SURFACE MOTION
 HD0044
 HD0044  HISTORY     - Date     Condition        Report By
 HD0044  HISTORY     - 1946     MONUMENTED       USGS
 HD0044  HISTORY     - 1946     GOOD             NGS
 HD0044  HISTORY     - 1972     GOOD             LOCENG
 HD0044
 HD0044                          STATION DESCRIPTION
 HD0044
 HD0044'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RAM)
 HD0044'LOCATED ABOUT 2-1/2 MILES NORTHEAST OF RICHLAND AT THE
 HD0044'INTERSECTION OF STATE HIGHWAY 133 AND A SIDE ROAD TO THE EAST,
 HD0044'80 FEET WEST OF CENTER OF R.R. CROSSING (ST. LOUIS-SAN FRANCISCO
 HD0044'RAILROAD), 24 FT. NORTH OF THE NORTH RAIL OF TRACKS AND ACROSS
 HD0044'R.R. TRACKS FROM R.R. MILE POST 156/35.
 HD0044'
 HD0044'MARK IS A USGS BRONZE DISC IN THE TOP OF A 8 X 8 INCH CONCRETE
 HD0044'POST THAT PROJECTS 6 INCHES.  DISC IS STAMPED E.R.A. 1446 1935.
 HD0044'
 HD0044'REACHED FROM WAYNESVILLE BY GOING NORTH AND EAST ON STATE HIGHWAY
 HD0044'133 FOR 2.6 MILE TO MARK ON THE LEFT.
 HD0044'
 HD0044'TRAVERSE DISTANCE FROM TRIANGULATION STATION DUBLIN TO THE USGS
 HD0044'BM AS FOLLOWS- 946.12 FEET 288.377 METERS.
 HD0044
 HD0044                          STATION RECOVERY (1946)
 HD0044
 HD0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 HD0044'3 MI NE FROM RICHLAND.
 HD0044'ABOUT 3.0 MILES NORTHEAST ALONG THE ST LOUIS AND SAN FRANCISCO
 HD0044'RAILROAD FROM THE STATION AT RICHLAND, AND AT A GRAVEL ROAD
 HD0044'CROSSING, 51 FEET EAST OF THE CENTER LINE OF MISSOURI STATE
 HD0044'HIGHWAY NO. 133, 33 FEET SOUTH OF A STEEL CROSSING SIGN, 36
 HD0044'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 26 FEET WEST
 HD0044'OF AN ABOUT 3 FEET LOWER THAN THE CENTER LINE OF THE RAILROAD,
 HD0044'1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST, AND ACROSS THE TRACKS
 HD0044'FROM MILEPOST NO. 156-35.  PROJECTS 4 INCHES ABOVE THE GROUND.
 HD0044
 HD0044                          STATION RECOVERY (1972)
 HD0044
 HD0044'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 HD0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1041 ***********************************************************************
 HD1041  DESIGNATION -  ERA 1450
 HD1041  PID         -  HD1041
 HD1041  STATE/COUNTY-  MO/PULASKI
 HD1041  USGS QUAD   -  HANCOCK (1976)
 HD1041
 HD1041                         *CURRENT SURVEY CONTROL
 HD1041  ___________________________________________________________________
 HD1041* NAD 83(1997)-  37 53 18.28825(N)    092 14 56.18019(W)     ADJUSTED  
 HD1041* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 HD1041  ___________________________________________________________________
 HD1041  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 HD1041  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HD1041
 HD1041  HORZ ORDER  -  SECOND
 HD1041
 HD1041.The horizontal coordinates were established by classical geodetic methods
 HD1041.and adjusted by the National Geodetic Survey in February 2000..
 HD1041
 HD1041.The orthometric height was scaled from a topographic map.
 HD1041
 HD1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1041
 HD1041.The geoid height was determined by GEOID03.
 HD1041
 HD1041;                    North         East     Units Scale Factor Converg.
 HD1041;SPC MO C     -   228,077.166   522,083.227   MT  0.99993934   +0 09 15.1
 HD1041;UTM  15      - 4,193,700.207   566,041.416   MT  0.99965372   +0 27 40.5
 HD1041
 HD1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1041!SPC MO C     -   0.99995777  x   0.99993934  =   0.99989712
 HD1041!UTM  15      -   0.99995777  x   0.99965372  =   0.99961151
 HD1041
 HD1041                          SUPERSEDED SURVEY CONTROL
 HD1041
 HD1041  NAD 83(1986)-  37 53 18.30124(N)    092 14 56.17872(W) AD(       ) 2
 HD1041  NAD 27      -  37 53 18.15700(N)    092 14 55.56600(W) AD(       ) 2
 HD1041
 HD1041.Superseded values are not recommended for survey control.
 HD1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1041.See file dsdata.txt to determine how the superseded data were derived.
 HD1041
 HD1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6604193700(NAD 83)
 HD1041_MARKER: DB = BENCH MARK DISK
 HD1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1041_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1041+STABILITY: SURFACE MOTION
 HD1041
 HD1041  HISTORY     - Date     Condition        Report By
 HD1041  HISTORY     - 1946     MONUMENTED       USGS
 HD1041
 HD1041                          STATION DESCRIPTION
 HD1041
 HD1041'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RAM)
 HD1041'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHWEST OF
 HD1041'WAYNESVILLE, ALONG THE EAST SIDE OF STATE HIGHWAY NO. 17,
 HD1041'IT IS 44 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY NO.
 HD1041'17, 27 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD
 HD1041'AND 9 FEET SOUTH OF A WEDGE SHAPED FENCE CORNER.  THE MARK
 HD1041'IS A STANDARD U.S.G.S. DISK SET IN A 6 BY 6 INCH SQUARE CONCRETE
 HD1041'POST WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED ERA
 HD1041'1450 1935.
 HD1041'
 HD1041'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HD1041'TUNNEL TO USGS ERA 1450 1935.  IT IS 926.651 METERS (3040.19
 HD1041'FEET) NORTH OF THE STATION.
 HD1041'
 HD1041'TO REACH FROM THE JUNCTION OF US HIGHWAY NO.66 AND STATE HIGHWAY
 HD1041'NO. 17 IN THE EAST EDGE OF WAYNESVILLE, GO NORTHERLY ON
 HD1041'STATE HIGHWAY NO. 17 FOR 6.75 MILES TO A GRAVELED ROAD FORK
 HD1041'TO THE RIGHT (EAST) AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0143 ***********************************************************************
 HD0143  DESIGNATION -  ERA 1452
 HD0143  PID         -  HD0143
 HD0143  STATE/COUNTY-  MO/PULASKI
 HD0143  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0143
 HD0143                         *CURRENT SURVEY CONTROL
 HD0143  ___________________________________________________________________
 HD0143* NAD 83(1997)-  37 47 00.54119(N)    092 16 10.47850(W)     ADJUSTED  
 HD0143* NAVD 88     -       339.895  (meters)    1115.14   (feet)  ADJUSTED  
 HD0143  ___________________________________________________________________
 HD0143  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HD0143  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HD0143  DYNAMIC HT  -         339.637 (meters)    1114.29  (feet)  COMP
 HD0143  MODELED GRAV-     979,863.2   (mgal)                       NAVD 88
 HD0143
 HD0143  HORZ ORDER  -  SECOND
 HD0143  VERT ORDER  -  SECOND    CLASS 0
 HD0143
 HD0143.The horizontal coordinates were established by classical geodetic methods
 HD0143.and adjusted by the National Geodetic Survey in February 2000..
 HD0143
 HD0143.The orthometric height was determined by differential leveling
 HD0143.and adjusted by the National Geodetic Survey in June 1991..
 HD0143
 HD0143.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0143
 HD0143.The geoid height was determined by GEOID03.
 HD0143
 HD0143.The dynamic height is computed by dividing the NAVD 88
 HD0143.geopotential number by the normal gravity value computed on the
 HD0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0143.degrees latitude (g = 980.6199 gals.).
 HD0143
 HD0143.The modeled gravity was interpolated from observed gravity values.
 HD0143
 HD0143;                    North         East     Units Scale Factor Converg.
 HD0143;SPC MO C     -   216,426.729   520,296.607   MT  0.99993841   +0 08 28.2
 HD0143;UTM  15      - 4,182,043.713   564,317.682   MT  0.99965095   +0 26 51.1
 HD0143
 HD0143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0143!SPC MO C     -   0.99995149  x   0.99993841  =   0.99988990
 HD0143!UTM  15      -   0.99995149  x   0.99965095  =   0.99960246
 HD0143
 HD0143|---------------------------------------------------------------------|
 HD0143| PID    Reference Object                     Distance      Geod. Az  |
 HD0143|                                                           dddmmss.s |
 HD0143| HD1084 BUCK TEMP PT A                      149.908 METERS 06819     |
 HD0143| HD1538 BUCK RESET                          APPROX. 0.8 KM 0760939.2 |
 HD0143|---------------------------------------------------------------------|
 HD0143
 HD0143                          SUPERSEDED SURVEY CONTROL
 HD0143
 HD0143  NAD 83(1986)-  37 47 00.55414(N)    092 16 10.47688(W) AD(       ) 2
 HD0143  NAD 27      -  37 47 00.40500(N)    092 16 09.87300(W) AD(       ) 2
 HD0143  NGVD 29 (??/??/92)  339.789  (m)         1114.79   (f) ADJ UNCH    2 0
 HD0143
 HD0143.Superseded values are not recommended for survey control.
 HD0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0143.See file dsdata.txt to determine how the superseded data were derived.
 HD0143
 HD0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6431882044(NAD 83)
 HD0143_MARKER: DD = SURVEY DISK
 HD0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0143_STAMPING: 1115 ERA 1452 1935
 HD0143_MARK LOGO: USGS  
 HD0143_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HD0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0143+STABILITY: SURFACE MOTION
 HD0143
 HD0143  HISTORY     - Date     Condition        Report By
 HD0143  HISTORY     - 1935     MONUMENTED       USGS
 HD0143  HISTORY     - 1946     GOOD             USGS
 HD0143  HISTORY     - 1946     GOOD             NGS
 HD0143  HISTORY     - 1981     GOOD             NGS
 HD0143  HISTORY     - 1981     GOOD             NGS
 HD0143  HISTORY     - 1981     GOOD             NGS
 HD0143  HISTORY     - 19810514 GOOD             NGS
 HD0143
 HD0143                          STATION DESCRIPTION
 HD0143
 HD0143'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RAM)
 HD0143'LOCATED ABOUT 4.4 MILES EAST OF WAYNESVILLE ALONG THE NORTH
 HD0143'SIDE OF U.S. HIGHWAY 66 ON PROPERTY OWNED BY W.O. STEWART WHOSE
 HD0143'PLACE OF BUSINESS IS AT THE STATION SITE.  IT IS 54.5 FEET
 HD0143'NORTH OF THE CENTERLINE OF U.S. HWY. 66, 16.5 FEET SOUTHEAST
 HD0143'OF THE SOUTHEAST CORNER OF A BUILDING AND 20 FEET EAST OF THE
 HD0143'EASTERN END OF CONCRETE ABUTMENT ABOUT GASOLINE PUMPS.  A GRAVEL
 HD0143'DRIVEWAY PLANNED BY MR. STEWART WILL COVER THIS MARK.
 HD0143'
 HD0143'MARK IS A USGS BM DISC SET IN THE TOP OF A 8X8 INCH CONCRETE POST
 HD0143'THAT IS FLUSH WITH THE GROUND.  THE DISC IS STAMPED E.R.A. 1452
 HD0143'ELEV. 1115 1935.
 HD0143'
 HD0143'THE TRAVERSE DISTANCE FROM TRIANGULATION STATION BUCK TO THE BM
 HD0143'AS FOLLOWS-
 HD0143'
 HD0143'2569.24 FEET.
 HD0143'
 HD0143'783.106 METERS.
 HD0143
 HD0143                          STATION RECOVERY (1946)
 HD0143
 HD0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 HD0143'5.6 MI W FROM WAYNESVILLE.
 HD0143'ABOUT 5.6 MILES WEST ALONG U.S. HIGHWAY NO. 66 FROM THE
 HD0143'COURTHOUSE AT WAYNESVILLE, AND AT THE SMALL PLACE KNOWN AS
 HD0143'BUCKHORN, 116 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HD0143'BUCKHORN STORE, 52 FEET NORTH OF AND ABOUT LEVEL WITH THE
 HD0143'CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE CENTER LINE OF
 HD0143'A GRAVEL ROAD LEADING WEST, 45 FEET WEST OF THE CENTER LINE OF A
 HD0143'DIRT ROAD LEADING NORTH, 20 FEET EAST OF THE EAST END OF A
 HD0143'SERVICE STATION PUMP ISLAND, 1 FOOT WEST OF A 4 IN X 4 IN MARKER
 HD0143'POST.  ABOUT FLUSH WITH THE GROUND.
 HD0143
 HD0143                          STATION RECOVERY (1981)
 HD0143
 HD0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 HD0143'MARK WAS RECOVERED IN APPARENT GOOD CONDITION.  THE ORIGINAL
 HD0143'DESCRIPTION IS NO LONGER VALID.
 HD0143'
 HD0143'MARK IS IN THE EAST EDGE OF BUCKHORN AND ON HIGHWAY RIGHT-OF-WAY.
 HD0143'
 HD0143'TO REACH FROM STATE HIGHWAY 17 AND INTERSTATE HIGHWAY 44 AT BUCKHORN,
 HD0143'GO SOUTH ON HIGHWAY 17 FOR 0.05 MILE TO A T-ROAD.  TURN RIGHT AND GO
 HD0143'WEST ON HIGHWAY 17 FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 HD0143'
 HD0143'STATION IS A STANDARD USGS DISK, STAMPED---1115 ERA 1452 1935---SET
 HD0143'IN THE TOP OF A SQUARE CONCRETE POST, 2 INCHES BELOW THE SURFACE.  IT
 HD0143'IS 78.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 50.8 FEET WEST OF
 HD0143'A RIGHT-OF-WAY MARKER, 12.2 FEET EAST OF THE EAST END OF AN OLD 3 BY 5
 HD0143'FOOT FOUNDATION FOR GAS PUMPS AND 1 FOOT SOUTH OF A WITNESS POST.  AN
 HD0143'ELECTRONIC TRAVERSE WAS MADE FROM--BUCK, DISTANCE BEING 782.972
 HD0143'METERS.
 HD0143
 HD0143                          STATION RECOVERY (1981)
 HD0143
 HD0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HD0143'0.20 MILE SOUTH AND WEST ALONG STATE HIGHWAY 17 FROM WHERE IT CROSSES
 HD0143'OVER INTERSTATE HIGHWAY 44, 78.5 FEET NORTH OF THE CENTERLINE OF THE
 HD0143'HIGHWAY, 50.8 FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 12.2 FEET
 HD0143'EAST OF AN OLD 3 BY 5 FOOT CONCRETE FOUNDATION FOR GASOLINE PUMPS,
 HD0143'MARK SERVES AS AN AZIMUTH MARK FOR TRIANGULATION STATION-BUCK. AN
 HD0143'ELECTRONIC TRAVERSE WAS MADE FROM THAT STATION, DISTANCE BEING
 HD0143'782.972 METERS WEST OF STATION-BUCK.
 HD0143
 HD0143                          STATION RECOVERY (1981)
 HD0143
 HD0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HD0143'0.20 MILE SOUTH AND WEST ALONG STATE HIGHWAY 17 FROM WHERE IT CROSSES
 HD0143'OVER INTERSTATE HIGHWAY 44, 78.5 FEET NORTH OF THE CENTERLINE OF THE
 HD0143'HIGHWAY, 50.8 FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 12.2 FEET
 HD0143'EAST OF AN OLD 3 BY 5 FOOT CONCRETE FOUNDATION FOR GASOLINE PUMPS,
 HD0143'MARK SERVES AS AN AZIMUTH MARK FOR TRIANGULATION STATION-BUCK. AN
 HD0143'ELECTRONIC TRAVERSE WAS MADE FROM THAT STATION, DISTANCE BEING
 HD0143'782.972 METERS WEST OF STATION-BUCK.
 HD0143
 HD0143                          STATION RECOVERY (1981)
 HD0143
 HD0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 HD0143'MARK WAS RECOVERED IN APPARENTLY GOOD CONDITION.  THE ORIGINAL
 HD0143'DESCRIPTION IS NO LONGER VALID.  MARK IS IN THE EAST EDGE OF BUCKHORN
 HD0143'AND ON HIGHWAY RIGHT-OF-WAY.  TO REACH FROM STATE HIGHWAY 17 AND
 HD0143'INTERSTATE HIGHWAY 44 AT BUCKHORN, GO SOUTH ON HIGHWAY 17 FOR 0.05 MI
 HD0143'(0.08 KM) TO A T-ROAD.  TURN RIGHT AND GO WEST ON HIGHWAY 17 FOR 0.15
 HD0143'MI (0.24 KM) TO THE MARK ON THE RIGHT.  STATION IS A STANDARD USGS
 HD0143'DISK, STAMPED 1115 ERA 1452 1935, SET IN THE TOP OF A SQUARE CONCRETE
 HD0143'POST, 2 INCHES BELOW THE SURFACE.  IT IS 78.5 FT (23.9 M) NORTH OF THE
 HD0143'CENTERLINE OF THE HIGHWAY, 50.8 FT (15.5 M) WEST OF A RIGHT-OF-WAY
 HD0143'MARKER, 12.2 FT (3.7 M) EAST OF THE EAST END OF AN OLD 3 BY 5 FT (1.5
 HD0143'M) FOUNDATION FOR GAS PUMPS AND 1 FT (0.3 M) SOUTH OF A WITNESS POST.
 HD0143'AN ELECTRONIC TRAVERSE WAS MADE FROM BUCK, DISTANCE BEING 782.972 M
 HD0143'(2568.801 FT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1086 ***********************************************************************
 HD1086  DESIGNATION -  ERA 1453
 HD1086  PID         -  HD1086
 HD1086  STATE/COUNTY-  MO/PULASKI
 HD1086  USGS QUAD   -  OZARK SPRINGS (1985)
 HD1086
 HD1086                         *CURRENT SURVEY CONTROL
 HD1086  ___________________________________________________________________
 HD1086* NAD 83(1997)-  37 45 06.90693(N)    092 18 46.19098(W)     ADJUSTED  
 HD1086* NAVD 88     -       381.33   (+/-2cm)    1251.1    (feet)  VERTCON   
 HD1086  ___________________________________________________________________
 HD1086  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HD1086  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HD1086
 HD1086  HORZ ORDER  -  SECOND
 HD1086  VERT ORDER  -  THIRD ? (See Below)
 HD1086
 HD1086.The horizontal coordinates were established by classical geodetic methods
 HD1086.and adjusted by the National Geodetic Survey in February 2000..
 HD1086
 HD1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1086.The vertical order pertains to the NGVD 29 superseded value.
 HD1086
 HD1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1086
 HD1086.The geoid height was determined by GEOID03.
 HD1086
 HD1086;                    North         East     Units Scale Factor Converg.
 HD1086;SPC MO C     -   212,914.978   516,493.663   MT  0.99993668   +0 06 52.5
 HD1086;UTM  15      - 4,178,512.709   560,534.658   MT  0.99964513   +0 25 14.6
 HD1086
 HD1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1086!SPC MO C     -   0.99994498  x   0.99993668  =   0.99988166
 HD1086!UTM  15      -   0.99994498  x   0.99964513  =   0.99959013
 HD1086
 HD1086                          SUPERSEDED SURVEY CONTROL
 HD1086
 HD1086  NAD 83(1986)-  37 45 06.91979(N)    092 18 46.18977(W) AD(       ) 2
 HD1086  NAD 27      -  37 45 06.77000(N)    092 18 45.58400(W) AD(       ) 2
 HD1086  NGVD 29 (07/19/86)  381.22   (m)         1250.7    (f) LEVELING    3  
 HD1086
 HD1086.Superseded values are not recommended for survey control.
 HD1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1086.See file dsdata.txt to determine how the superseded data were derived.
 HD1086
 HD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6053578513(NAD 83)
 HD1086_MARKER: DB = BENCH MARK DISK
 HD1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1086+STABILITY: SURFACE MOTION
 HD1086
 HD1086  HISTORY     - Date     Condition        Report By
 HD1086  HISTORY     - 1947     MONUMENTED       USGS
 HD1086
 HD1086                          STATION DESCRIPTION
 HD1086
 HD1086'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FRG)
 HD1086'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF WAYNESVILLE
 HD1086'AND ABOUT 7 MILES SOUTHEAST OF RICHLAND IN THE MARK TWAIN
 HD1086'NATIONAL FOREST AT THE INTERSECTION OF U.S. HIGHWAY 66 AND
 HD1086'PULASKI COUNTY ROUTES A AND E, NEAR THE CENTER OF SEC. 24,
 HD1086'T. 35 N., R. 13 W.  IT IS ABOUT 68 FEET NORTHWEST OF THE
 HD1086'JUNCTION OF U.S. HIGHWAY 66 AND PULASKI COUNTY ROUTE A,
 HD1086'ABOUT 40 FEET NORTH OF U.S. HIGHWAY 66 AND ABOUT 36 FEET
 HD1086'WEST OF ROUTE A.  THE MARK IS SET IN A 6 BY 6 INCH CONCRETE
 HD1086'POST THAT PROJECTS 8 INCHES AND IS STAMPED ERA 1453 1935.
 HD1086'
 HD1086'TO REACH FROM THE COURT HOUSE IN WAYNESVILLE GO SOUTHWEST
 HD1086'ON U.S. HIGHWAY 66 FOR 9.1 MILES TO INTERSECTION OF U.S.
 HD1086'HIGHWAY 66 AND PULASKI COUNTY ROUTES A AND E AND THE STATION
 HD1086'IN NORTHWEST POINT OF INTERSECTION.
 HD1086'
 HD1086'THIS MARK IS BROKEN OFF ABOUT 6 INCHES BELOW THE SURFACE
 HD1086'OF THE GROUND AND WAS REPLACED IN ITS ORIGINAL LOCATION
 HD1086'WITH A POSSIBLE ERROR OF 1/4 INCH IN HORIZONTAL LOCATION.
 HD1086'THIS MARK WAS MEASURED AT THE REQUEST OF THE U.S. GEOLOGICAL
 HD1086'SURVEY, ROLLA, MISSOURI.  TRAVERSE CONNECTION WAS MADE TO
 HD1086'THURMAN 1946 AND THE DISTANCE WAS 54.955 METERS, 180.30
 HD1086'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0131 ***********************************************************************
 HD0131  DESIGNATION -  ERA 1455
 HD0131  PID         -  HD0131
 HD0131  STATE/COUNTY-  MO/PULASKI
 HD0131  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0131
 HD0131                         *CURRENT SURVEY CONTROL
 HD0131  ___________________________________________________________________
 HD0131* NAD 83(1986)-  37 48 31.     (N)    092 21 15.     (W)     SCALED    
 HD0131* NAVD 88     -       311.482  (meters)    1021.92   (feet)  ADJUSTED  
 HD0131  ___________________________________________________________________
 HD0131  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HD0131  DYNAMIC HT  -         311.249 (meters)    1021.16  (feet)  COMP
 HD0131  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 HD0131
 HD0131  VERT ORDER  -  SECOND    CLASS 0
 HD0131
 HD0131.The horizontal coordinates were scaled from a topographic map and have
 HD0131.an estimated accuracy of +/- 6 seconds.
 HD0131
 HD0131.The orthometric height was determined by differential leveling
 HD0131.and adjusted by the National Geodetic Survey in June 1991..
 HD0131
 HD0131.The geoid height was determined by GEOID03.
 HD0131
 HD0131.The dynamic height is computed by dividing the NAVD 88
 HD0131.geopotential number by the normal gravity value computed on the
 HD0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0131.degrees latitude (g = 980.6199 gals.).
 HD0131
 HD0131.The modeled gravity was interpolated from observed gravity values.
 HD0131
 HD0131;                    North         East    Units  Estimated Accuracy
 HD0131;SPC MO C     -   219,200.      512,840.      MT  (+/- 180 meters Scaled)
 HD0131
 HD0131                          SUPERSEDED SURVEY CONTROL
 HD0131
 HD0131  NGVD 29 (??/??/92)  311.378  (m)         1021.58   (f) ADJ UNCH    2 0
 HD0131
 HD0131.Superseded values are not recommended for survey control.
 HD0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0131.See file dsdata.txt to determine how the superseded data were derived.
 HD0131
 HD0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB568847(NAD 83)
 HD0131_MARKER: DD = SURVEY DISK
 HD0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0131_STAMPING: 1021 ERA 1455 1935
 HD0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0131+STABILITY: SURFACE MOTION
 HD0131
 HD0131  HISTORY     - Date     Condition        Report By
 HD0131  HISTORY     - 1935     MONUMENTED       USGS
 HD0131  HISTORY     - 1946     GOOD             NGS
 HD0131
 HD0131                          STATION DESCRIPTION
 HD0131
 HD0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0131'5.7 MI SE FROM RICHLAND.
 HD0131'ABOUT 1.4 MILES NORTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 HD0131'RAILROAD FROM THE STATION AT RICHLAND, THENCE 4.3 MILES SOUTH
 HD0131'ALONG COUNTY HIGHWAY A, ABOUT 1.1 MILES NORTHWEST OF THE BRIDGE
 HD0131'OVER THE GASCONADE RIVER, AT A PRIVATE ROAD LEADING EAST, 46 FEET
 HD0131'NORTH OF THE CENTER LINE OF THE PRIVATE ROAD, 26 FEET EAST OF AND
 HD0131'ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 2 FEET
 HD0131'SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE
 HD0131'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0137 ***********************************************************************
 HD0137  DESIGNATION -  ERA 1456
 HD0137  PID         -  HD0137
 HD0137  STATE/COUNTY-  MO/PULASKI
 HD0137  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0137
 HD0137                         *CURRENT SURVEY CONTROL
 HD0137  ___________________________________________________________________
 HD0137* NAD 83(1986)-  37 50 53.     (N)    092 22 17.     (W)     SCALED    
 HD0137* NAVD 88     -       330.541  (meters)    1084.45   (feet)  ADJUSTED  
 HD0137  ___________________________________________________________________
 HD0137  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HD0137  DYNAMIC HT  -         330.294 (meters)    1083.64  (feet)  COMP
 HD0137  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 HD0137
 HD0137  VERT ORDER  -  SECOND    CLASS 0
 HD0137
 HD0137.The horizontal coordinates were scaled from a topographic map and have
 HD0137.an estimated accuracy of +/- 6 seconds.
 HD0137
 HD0137.The orthometric height was determined by differential leveling
 HD0137.and adjusted by the National Geodetic Survey in June 1991..
 HD0137
 HD0137.The geoid height was determined by GEOID03.
 HD0137
 HD0137.The dynamic height is computed by dividing the NAVD 88
 HD0137.geopotential number by the normal gravity value computed on the
 HD0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0137.degrees latitude (g = 980.6199 gals.).
 HD0137
 HD0137.The modeled gravity was interpolated from observed gravity values.
 HD0137
 HD0137;                    North         East    Units  Estimated Accuracy
 HD0137;SPC MO C     -   223,580.      511,320.      MT  (+/- 180 meters Scaled)
 HD0137
 HD0137                          SUPERSEDED SURVEY CONTROL
 HD0137
 HD0137  NGVD 29 (??/??/92)  330.436  (m)         1084.11   (f) ADJ UNCH    2 0
 HD0137
 HD0137.Superseded values are not recommended for survey control.
 HD0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0137.See file dsdata.txt to determine how the superseded data were derived.
 HD0137
 HD0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB553891(NAD 83)
 HD0137_MARKER: DD = SURVEY DISK
 HD0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0137_STAMPING: 1084 ERA 1456 1935
 HD0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0137+STABILITY: SURFACE MOTION
 HD0137
 HD0137  HISTORY     - Date     Condition        Report By
 HD0137  HISTORY     - 1935     MONUMENTED       USGS
 HD0137  HISTORY     - 1946     GOOD             NGS
 HD0137
 HD0137                          STATION DESCRIPTION
 HD0137
 HD0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0137'2.6 MI SE FROM RICHLAND.
 HD0137'ABOUT 1.4 MILES NORTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 HD0137'RAILROAD FROM THE STATION AT RICHLAND, THENCE 1.2 MILES SOUTH
 HD0137'ALONG COUNTY HIGHWAY A, AND AT THE JUNCTION WITH A GRAVEL ROAD
 HD0137'LEADING EAST, 46 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE
 HD0137'CENTER LINE OF HIGHWAY A, 41 FEET NORTH OF THE CENTER LINE OF THE
 HD0137'GRAVEL ROAD, 10 FEET NORTHWEST OF A POWER LINE POLE, 6 FEET
 HD0137'NORTHEAST OF A CURVING FENCE, 1 FOOT SOUTH OF A 4 IN X 4 IN
 HD0137'MARKER POST.  PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0155 ***********************************************************************
 HD0155  DESIGNATION -  ERA 1457
 HD0155  PID         -  HD0155
 HD0155  STATE/COUNTY-  MO/PULASKI
 HD0155  USGS QUAD   -  BROWNFIELD (1975)
 HD0155
 HD0155                         *CURRENT SURVEY CONTROL
 HD0155  ___________________________________________________________________
 HD0155* NAD 83(1986)-  37 44 53.     (N)    092 21 39.     (W)     SCALED    
 HD0155* NAVD 88     -       336.011  (meters)    1102.40   (feet)  ADJUSTED  
 HD0155  ___________________________________________________________________
 HD0155  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HD0155  DYNAMIC HT  -         335.755 (meters)    1101.56  (feet)  COMP
 HD0155  MODELED GRAV-     979,858.8   (mgal)                       NAVD 88
 HD0155
 HD0155  VERT ORDER  -  SECOND    CLASS 0
 HD0155
 HD0155.The horizontal coordinates were scaled from a topographic map and have
 HD0155.an estimated accuracy of +/- 6 seconds.
 HD0155
 HD0155.The orthometric height was determined by differential leveling
 HD0155.and adjusted by the National Geodetic Survey in June 1991..
 HD0155
 HD0155.The geoid height was determined by GEOID03.
 HD0155
 HD0155.The dynamic height is computed by dividing the NAVD 88
 HD0155.geopotential number by the normal gravity value computed on the
 HD0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0155.degrees latitude (g = 980.6199 gals.).
 HD0155
 HD0155.The modeled gravity was interpolated from observed gravity values.
 HD0155
 HD0155;                    North         East    Units  Estimated Accuracy
 HD0155;SPC MO C     -   212,480.      512,260.      MT  (+/- 180 meters Scaled)
 HD0155
 HD0155                          SUPERSEDED SURVEY CONTROL
 HD0155
 HD0155  NGVD 29 (??/??/92)  335.902  (m)         1102.04   (f) ADJ UNCH    2 0
 HD0155
 HD0155.Superseded values are not recommended for survey control.
 HD0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0155.See file dsdata.txt to determine how the superseded data were derived.
 HD0155
 HD0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB563780(NAD 83)
 HD0155_MARKER: DD = SURVEY DISK
 HD0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0155_STAMPING: 1102 ERA 1457 1935
 HD0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0155+STABILITY: SURFACE MOTION
 HD0155
 HD0155  HISTORY     - Date     Condition        Report By
 HD0155  HISTORY     - 1935     MONUMENTED       USGS
 HD0155  HISTORY     - 1946     GOOD             NGS
 HD0155
 HD0155                          STATION DESCRIPTION
 HD0155
 HD0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0155'12.3 MI W FROM WAYNESVILLE.
 HD0155'ABOUT 12.3 MILES WEST ALONG U.S. HIGHWAY NO. 66 FROM THE
 HD0155'COURTHOUSE AT WAYNESVILLE, 150 FEET SOUTHEAST OF THE JUNCTION
 HD0155'WITH A PRIVATE ROAD LEADING SOUTH TO THE HOME E.E. WATSON, 40
 HD0155'FEET SOUTH OF AND ABOUT 4 FEET HIGHER THAN THE CENTER LINE OF
 HD0155'THE HIGHWAY, 7 FEET EAST OF A STEEL SIGN POST, 1 FOOT WEST OF A
 HD0155'4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0086 ***********************************************************************
 HD0086  DESIGNATION -  ERA 1460
 HD0086  PID         -  HD0086
 HD0086  STATE/COUNTY-  MO/LACLEDE
 HD0086  USGS QUAD   -  RICHLAND (1976)
 HD0086
 HD0086                         *CURRENT SURVEY CONTROL
 HD0086  ___________________________________________________________________
 HD0086* NAD 83(1986)-  37 46 01.     (N)    092 24 43.     (W)     SCALED    
 HD0086* NAVD 88     -       312.062  (meters)    1023.82   (feet)  ADJUSTED  
 HD0086  ___________________________________________________________________
 HD0086  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HD0086  DYNAMIC HT  -         311.827 (meters)    1023.05  (feet)  COMP
 HD0086  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 HD0086
 HD0086  VERT ORDER  -  SECOND    CLASS 0
 HD0086
 HD0086.The horizontal coordinates were scaled from a topographic map and have
 HD0086.an estimated accuracy of +/- 6 seconds.
 HD0086
 HD0086.The orthometric height was determined by differential leveling
 HD0086.and adjusted by the National Geodetic Survey in June 1991..
 HD0086
 HD0086.The geoid height was determined by GEOID03.
 HD0086
 HD0086.The dynamic height is computed by dividing the NAVD 88
 HD0086.geopotential number by the normal gravity value computed on the
 HD0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0086.degrees latitude (g = 980.6199 gals.).
 HD0086
 HD0086.The modeled gravity was interpolated from observed gravity values.
 HD0086
 HD0086;                    North         East    Units  Estimated Accuracy
 HD0086;SPC MO C     -   214,570.      507,760.      MT  (+/- 180 meters Scaled)
 HD0086
 HD0086                          SUPERSEDED SURVEY CONTROL
 HD0086
 HD0086  NGVD 29 (??/??/92)  311.957  (m)         1023.48   (f) ADJ UNCH    2 0
 HD0086
 HD0086.Superseded values are not recommended for survey control.
 HD0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0086.See file dsdata.txt to determine how the superseded data were derived.
 HD0086
 HD0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB517801(NAD 83)
 HD0086_MARKER: DD = SURVEY DISK
 HD0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0086_STAMPING: 1024 ERA 1460 1935
 HD0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0086+STABILITY: SURFACE MOTION
 HD0086
 HD0086  HISTORY     - Date     Condition        Report By
 HD0086  HISTORY     - 1935     MONUMENTED       USGS
 HD0086  HISTORY     - 1946     GOOD             NGS
 HD0086
 HD0086                          STATION DESCRIPTION
 HD0086
 HD0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0086'7.6 MI S FROM RICHLAND.
 HD0086'ABOUT 5.7 MILES SOUTH ALONG STATE HIGHWAY NO. 133 FROM THE
 HD0086'CROSSING OF THE HIGHWAY AND THE ST. LOUIS AND SAN FRANCISCO
 HD0086'RAILROAD AT RICHLAND, THENCE 1.5 MILES SOUTHEAST ALONG A GRAVEL
 HD0086'ROAD, THENCE 0.4 MILE WEST ALONG U.S. HIGHWAY NO. 66, 35 FEET
 HD0086'SOUTH OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE
 HD0086'HIGHWAY, 15 FEET WEST OF THE PULASKI-LACLEDE COUNTY LINE, 4
 HD0086'FEET NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF A
 HD0086'14 INCH OAK TREE, PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1045 ***********************************************************************
 HD1045  DESIGNATION -  ERA 1468
 HD1045  PID         -  HD1045
 HD1045  STATE/COUNTY-  MO/PULASKI
 HD1045  USGS QUAD   -  SLABTOWN SPRING (1976)
 HD1045
 HD1045                         *CURRENT SURVEY CONTROL
 HD1045  ___________________________________________________________________
 HD1045* NAD 83(1997)-  37 36 55.84895(N)    092 04 23.50858(W)     ADJUSTED  
 HD1045* NAVD 88     -       359.43   (+/-2cm)    1179.2    (feet)  VERTCON   
 HD1045  ___________________________________________________________________
 HD1045  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HD1045  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HD1045
 HD1045  HORZ ORDER  -  SECOND
 HD1045  VERT ORDER  -  THIRD ? (See Below)
 HD1045
 HD1045.The horizontal coordinates were established by classical geodetic methods
 HD1045.and adjusted by the National Geodetic Survey in February 2000..
 HD1045
 HD1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1045.The vertical order pertains to the NGVD 29 superseded value.
 HD1045
 HD1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1045
 HD1045.The geoid height was determined by GEOID03.
 HD1045
 HD1045;                    North         East     Units Scale Factor Converg.
 HD1045;SPC MO C     -   197,845.493   537,679.623   MT  0.99995081   +0 15 37.8
 HD1045;UTM  15      - 4,163,560.652   581,794.757   MT  0.99968241   +0 33 56.6
 HD1045
 HD1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1045!SPC MO C     -   0.99994838  x   0.99995081  =   0.99989919
 HD1045!UTM  15      -   0.99994838  x   0.99968241  =   0.99963080
 HD1045
 HD1045                          SUPERSEDED SURVEY CONTROL
 HD1045
 HD1045  NAD 83(1986)-  37 36 55.86167(N)    092 04 23.50671(W) AD(       ) 2
 HD1045  NAD 27      -  37 36 55.71100(N)    092 04 22.93300(W) AD(       ) 2
 HD1045  NGVD 29 (07/19/86)  359.33   (m)         1178.9    (f) LEVELING    3  
 HD1045
 HD1045.Superseded values are not recommended for survey control.
 HD1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1045.See file dsdata.txt to determine how the superseded data were derived.
 HD1045
 HD1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8179563561(NAD 83)
 HD1045_MARKER: DB = BENCH MARK DISK
 HD1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1045_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1045+STABILITY: SURFACE MOTION
 HD1045
 HD1045  HISTORY     - Date     Condition        Report By
 HD1045  HISTORY     - 1947     MONUMENTED       CGS
 HD1045
 HD1045                          STATION DESCRIPTION
 HD1045
 HD1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HD1045'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHEAST OF THE
 HD1045'ADMINSTRATIVE AREA OF FORT LEONARD WOOD, 10 MILES NORTH-NORTHEAST
 HD1045'OF ROBY, 0.75 MILE NORTH OF THE PULASKI-TEXAS COUNTY LINE.  IT
 HD1045'IS 56 FEET SOUTH-SOUTHEAST OF THE Y INTERSECTION OF A NORTH-SOUTH
 HD1045'ROAD AND A ROAD LEADING EASTERLY, 33 FEET SOUTH OF THE CENTERLINE
 HD1045'OF THE NORTH-SOUTH ROAD AND 15 FEET SOUTH-SOUTHEAST OF A LARGE
 HD1045'OAK TREE AT THE EDGE OF THE FORKS.  THE MARK IS SET IN AN 8
 HD1045'INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND THE DISK
 HD1045'IS STAMPED ERA 1468 1935 ELEV 1179.
 HD1045'
 HD1045'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PREWETT
 HD1045'TO USGS BM ERA 1468 1935.  IT IS 21.012 METERS (68.94 FEET)
 HD1045'SOUTH-SOUTHWEST OF THE STATION.
 HD1045'
 HD1045'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 32 IN ROBY,
 HD1045'GO NORTH ON HIGHWAY 17 6.4 MILES TO A T ROAD RIGHT (0.15 MILE
 HD1045'SOUTH OF A BROWN COTTAGE WITH A BLUE ROOF), TURN RIGHT (EAST)
 HD1045'3.1 MILES TO A NORTH-SOUTH ROAD, TURN LEFT (NORTH) 1.1 MILES
 HD1045'TO A Y INTERSECTION AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1852 ***********************************************************************
 GD1852  DESIGNATION -  ESSEX
 GD1852  PID         -  GD1852
 GD1852  STATE/COUNTY-  MO/STODDARD
 GD1852  USGS QUAD   -  ESSEX (1963)
 GD1852
 GD1852                         *CURRENT SURVEY CONTROL
 GD1852  ___________________________________________________________________
 GD1852* NAD 83(1997)-  36 48 08.85767(N)    089 51 49.58817(W)     ADJUSTED  
 GD1852* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 GD1852  ___________________________________________________________________
 GD1852  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 GD1852  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1852
 GD1852  HORZ ORDER  -  THIRD
 GD1852
 GD1852.The horizontal coordinates were established by classical geodetic methods
 GD1852.and adjusted by the National Geodetic Survey in February 2000..
 GD1852
 GD1852.The orthometric height was scaled from a topographic map.
 GD1852
 GD1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1852
 GD1852.The geoid height was determined by GEOID03.
 GD1852
 GD1852;                    North         East     Units Scale Factor Converg.
 GD1852;SPC MO E     -   107,720.776   306,774.207   MT  0.99997303   +0 22 52.1
 GD1852;UTM  16      - 4,076,785.924   244,504.671   MT  1.00040428   -1 42 59.4
 GD1852
 GD1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1852!SPC MO E     -   0.99999015  x   0.99997303  =   0.99996318
 GD1852!UTM  16      -   0.99999015  x   1.00040428  =   1.00039442
 GD1852
 GD1852:                Primary Azimuth Mark                     Grid Az
 GD1852:SPC MO E     -  MOREHOUSE MUNICIPAL TANK                 071 55 29.2
 GD1852:UTM  16      -  MOREHOUSE MUNICIPAL TANK                 074 01 20.7
 GD1852
 GD1852|---------------------------------------------------------------------|
 GD1852| PID    Reference Object                     Distance      Geod. Az  |
 GD1852|                                                           dddmmss.s |
 GD1852| GD1797 MOREHOUSE MUNICIPAL TANK            APPROX.16.1 KM 0721821.3 |
 GD1852| GD1967 ESSEX RM 1                           35.278 METERS 07332     |
 GD1852| GD1969 ESSEX AZ MK                                        1572706.0 |
 GD1852| GD1857 DEXTER MUNICIPAL TANK               APPROX. 8.4 KM 2592141.3 |
 GD1852| GD1968 ESSEX RM 2                           31.346 METERS 34558     |
 GD1852|---------------------------------------------------------------------|
 GD1852
 GD1852                          SUPERSEDED SURVEY CONTROL
 GD1852
 GD1852  NAD 83(1997)-  36 48 08.85818(N)    089 51 49.58741(W) AD(       ) 3
 GD1852  NAD 83(1997)-  36 48 08.86146(N)    089 51 49.58451(W) AD(       ) 3
 GD1852  NAD 83(1997)-  36 48 08.86892(N)    089 51 49.58465(W) AD(       ) 3
 GD1852  NAD 83(1986)-  36 48 08.86826(N)    089 51 49.58738(W) AD(       ) 3
 GD1852  NAD 27      -  36 48 08.67740(N)    089 51 49.27140(W) AD(       ) 3
 GD1852
 GD1852.Superseded values are not recommended for survey control.
 GD1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1852.See file dsdata.txt to determine how the superseded data were derived.
 GD1852
 GD1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF4450576786(NAD 83)
 GD1852_MARKER: DS = TRIANGULATION STATION DISK
 GD1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1852+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD1852
 GD1852  HISTORY     - Date     Condition        Report By
 GD1852  HISTORY     - 1955     MONUMENTED       CGS
 GD1852  HISTORY     - 1970     GOOD             NGS
 GD1852  HISTORY     - 20020817 GOOD             USACE
 GD1852
 GD1852                          STATION DESCRIPTION
 GD1852
 GD1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1852'THE STATION IS LOCATED ABOUT 5 MILES EAST OF DEXTER, ABOUT 0.5 MILE
 GD1852'SOUTH OF ESSEX, ABOUT 200 YARDS WEST OF HIGHWAY NUMBER 60, ABOUT 200
 GD1852'FEET WEST OF A LARGE BARN, 53 FEET SOUTHEAST OF A FENCE CORNER, 20
 GD1852'FEET NORTH OF A TELEPHONE POLE AND 19 FEET NORTH OF A WIRE FENCE.
 GD1852'
 GD1852'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NUMBER 60 AND STATE
 GD1852'HIGHWAY NUMBER 25 IN THE VILLAGE OF DEXTER, GO EAST ON U.S. HIGHWAY
 GD1852'NUMBER 60 FOR 7.1 MILES, TURN LEFT, ONTO A DIRT ROAD AND GO WEST
 GD1852'FOR 200 YARDS TO THE STATION IN THE FIELD TO THE RIGHT HAND SIDE OF
 GD1852'THE ROAD.
 GD1852'
 GD1852'THE STATION IS A STANDARD DISK, STAMPED ESSEX 1955, SET IN THE TOP OF
 GD1852'A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 GD1852'
 GD1852'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED ESSEX 1955, SET
 GD1852'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH LIES ABOUT 40
 GD1852'INCHES BELOW THE SURFACE OF THE SOIL.
 GD1852'
 GD1852'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ESSEX NO 1 1955,
 GD1852'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 GD1852'IS LOCATED IN THE BARN YARD 75 FEET NORTHWEST OF THE SOUTHWEST CORNER
 GD1852'OF THE BARN, 1 FOOT SOUTH OF A BOARD FENCE AND AT THE SAME ELEVATION
 GD1852'AS THE STATION.
 GD1852'
 GD1852'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ESSEX NO 2 1955,
 GD1852'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 GD1852'SURFACE OF THE GROUND.  IT IS LOCATED 51 FEET NORTH OF A FENCE
 GD1852'CORNER, 1 FOOT WEST OF A WIRE FENCE AND AT THE SAME ELEVATION AS THE
 GD1852'STATION.
 GD1852'
 GD1852'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ESSEX 1955, SET IN THE
 GD1852'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 GD1852'LOCATED ABOUT 0.2 MILE SOUTH SOUTHEAST OF THE STATION, 73 FEET
 GD1852'SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 38
 GD1852'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NUMBER 60 AND 1 FOOT
 GD1852'WEST OF A WIRE FENCE.
 GD1852'
 GD1852'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GD1852
 GD1852                          STATION RECOVERY (1970)
 GD1852
 GD1852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1852'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS POOR AND
 GD1852'THE STATION WAS OCCUPIED FOR NEW DIRECTIONS AND MEASUREMENTS.  A NEW
 GD1852'DESCRIPTION FOLLOWS.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 GD1852'MARKS CHECKED.
 GD1852'
 GD1852'THE STATION IS LOCATED ABOUT 5 MILES EAST OF DEXTER, IN THE SOUTH
 GD1852'EDGE OF A BARN LOT, 154 FEET WEST OF THE SOUTHWEST CORNER OF A BARN,
 GD1852'55 FEET NORTHWEST OF A 36 INCH OAK TREE, 51 FEET NORTHEAST OF A 36
 GD1852'INCH OAK TREE, 53 FEET SOUTHEAST OF A FENCE CORNER, 46 FEET NORTH
 GD1852'OF THE CENTERLINE OF GRAVELED ROAD, 20 FEET NORTH OF A WOVEN WIRE
 GD1852'FENCE, MONUMENT IS FLUSH AND THE DISK IS STAMPED ESSEX
 GD1852'1955.
 GD1852'
 GD1852'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114 AND
 GD1852'COUNTY ROAD FF IN ESSEX, GO SOUTHERLY ON HIGHWAY 114 FOR 0.6 MILE TO
 GD1852'A GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST ON THE GRAVELED
 GD1852'ROAD FOR 0.1 MILE TO A BARN LOT AND THE STATION ON THE RIGHT.  TO
 GD1852'REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.1 MILE TO
 GD1852'THE HIGHWAY, TURN RIGHT AND GO SOUTH ON HIGHWAY 114 FOR 0.25 MILE
 GD1852'TO THE MARK ON THE LEFT.
 GD1852'
 GD1852'REFERENCE MARK 1 IS 77 FEET NORTH OF THE CENTERLINE OF THE ROAD, 44
 GD1852'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 54 FEET NORTH
 GD1852'OF A FENCE CORNER, 77 FEET NORTHEAST OF A 36 INCH OAK TREE, 1 FOOT
 GD1852'SOUTH OF A BOARD FENCE.  MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1852'ESSEX NO 1 1955.
 GD1852'
 GD1852'REFERENCE MARK 2 IS 71 FEET SOUTH OF A FENCE CORNER, 52 FEET NORTH OF
 GD1852'A FENCE CORNER, 16 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL
 GD1852'METAL SHED, 1 FOOT WEST OF A WOVEN WIRE FENCE.  MONUMENT IS FLUSH
 GD1852'AND THE DISK IS STAMPED ESSEX NO 2 1955.
 GD1852'
 GD1852'THE AZIMUTH MARK IS 125 FEET SOUTH OF CENTERLINE OF A GRAVELED
 GD1852'DRIVEWAY, 111 FEET SOUTH OF TELEPHONE POLE 16, 38 FEET EAST OF THE
 GD1852'CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST.
 GD1852'MONUMENT IS FLUSH AND THE DISK IS STAMPED ESSEX 1955.
 GD1852'
 GD1852'BUILDING ON LINE BETWEEN REFERENCE MARKS.
 GD1852'
 GD1852'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1852'
 GD1852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1/2 MILE
 GD1852'SOUTH OF ESSEX.
 GD1852
 GD1852                          STATION RECOVERY (2002)
 GD1852
 GD1852'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1230 ***********************************************************************
 LF1230  DESIGNATION -  ET 11 JWO
 LF1230  PID         -  LF1230
 LF1230  STATE/COUNTY-  MO/HARRISON
 LF1230  USGS QUAD   -  HATFIELD (1981)
 LF1230
 LF1230                         *CURRENT SURVEY CONTROL
 LF1230  ___________________________________________________________________
 LF1230* NAD 83(1997)-  40 30 23.77884(N)    094 12 09.78428(W)     ADJUSTED  
 LF1230* NAVD 88     -       362.0    (meters)    1188.     (feet)  VERTCON   
 LF1230  ___________________________________________________________________
 LF1230  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 LF1230  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LF1230
 LF1230  HORZ ORDER  -  THIRD
 LF1230
 LF1230.The horizontal coordinates were established by classical geodetic methods
 LF1230.and adjusted by the National Geodetic Survey in February 2000..
 LF1230
 LF1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1230
 LF1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1230
 LF1230.The geoid height was determined by GEOID03.
 LF1230
 LF1230;                    North         East     Units Scale Factor Converg.
 LF1230;SPC MO W     -   481,760.249   875,196.006   MT  0.99994899   +0 11 35.1
 LF1230;UTM  15      - 4,484,682.667   398,097.888   MT  0.99972782   -0 46 52.6
 LF1230
 LF1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1230!SPC MO W     -   0.99994817  x   0.99994899  =   0.99989716
 LF1230!UTM  15      -   0.99994817  x   0.99972782  =   0.99967600
 LF1230
 LF1230:                Primary Azimuth Mark                     Grid Az
 LF1230:SPC MO W     -  STA 186 CH 3315                          165 36 37.8
 LF1230:UTM  15      -  STA 186 CH 3315                          166 35 05.5
 LF1230
 LF1230|---------------------------------------------------------------------|
 LF1230| PID    Reference Object                     Distance      Geod. Az  |
 LF1230|                                                           dddmmss.s |
 LF1230| LF1245 STA 186 CH 3315                     APPROX. 3.1 KM 1654812.9 |
 LF1230|---------------------------------------------------------------------|
 LF1230
 LF1230                          SUPERSEDED SURVEY CONTROL
 LF1230
 LF1230  NAD 83(1997)-  40 30 23.77885(N)    094 12 09.78437(W) AD(       ) 3
 LF1230  NAD 83(1986)-  40 30 23.77908(N)    094 12 09.78947(W) AD(       ) 3
 LF1230  NAD 27      -  40 30 23.79420(N)    094 12 08.94908(W) AD(       ) 3
 LF1230  NGVD 29 (07/19/86)  361.9    (m)         1187.     (f) VERT ANG       
 LF1230
 LF1230.Superseded values are not recommended for survey control.
 LF1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1230.See file dsdata.txt to determine how the superseded data were derived.
 LF1230
 LF1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE9809884683(NAD 83)
 LF1230_MARKER: DE = TRAVERSE STATION DISK
 LF1230_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1230+WITH SETTING: INFORMATION.
 LF1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1230
 LF1230  HISTORY     - Date     Condition        Report By
 LF1230  HISTORY     - 1975     MONUMENTED       USGS
 LF1230
 LF1230                          STATION DESCRIPTION
 LF1230
 LF1230'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1230'HATFIELD, 1.5 MI S. AND 2.6 MI W. OF, 1.25 MI NE. OF THE JUNCTION OF
 LF1230'STATE HWY. 46 AND COUNTY ROAD NN, NEAR THE CENTER OF SEC. 20 AT MICRO
 LF1230'- WAVE TOWER, T. 66 N., R. 29 W., 61 FT SW. (NORMAL TO ROAD) AND 30
 LF1230'FT NW. (NORMAL TO RD.) OF STATE HWY. 46 AND PRIVATE DRIVE NW. TO MICRO
 LF1230'- TOWER, 2.7 FT SE. OF RIGHT - OF - WAY FENCE, 2.4 FT SE. OF WITNESS
 LF1230'SIGN, A STANDARD TABLET WELDED ON 10 FT OF COPPER - WELD ROD,
 LF1230'PROTECTED BY A 5 - IN. DRAIN TILE, SET 0.1 BELOW THE GROUND AND
 LF1230'STAMPED---ET 11 JWO 1975---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1247 ***********************************************************************
 LF1247  DESIGNATION -  ET 12 JWO
 LF1247  PID         -  LF1247
 LF1247  STATE/COUNTY-  MO/WORTH
 LF1247  USGS QUAD   -  WASHINGTON CENTER (1984)
 LF1247
 LF1247                         *CURRENT SURVEY CONTROL
 LF1247  ___________________________________________________________________
 LF1247* NAD 83(1997)-  40 23 58.15297(N)    094 14 50.93463(W)     ADJUSTED  
 LF1247* NAVD 88     -       338.3    (meters)    1110.     (feet)  VERTCON   
 LF1247  ___________________________________________________________________
 LF1247  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 LF1247  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 LF1247
 LF1247  HORZ ORDER  -  THIRD
 LF1247
 LF1247.The horizontal coordinates were established by classical geodetic methods
 LF1247.and adjusted by the National Geodetic Survey in February 2000..
 LF1247
 LF1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1247
 LF1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1247
 LF1247.The geoid height was determined by GEOID03.
 LF1247
 LF1247;                    North         East     Units Scale Factor Converg.
 LF1247;SPC MO W     -   469,854.332   871,436.064   MT  0.99994683   +0 09 49.2
 LF1247;UTM  15      - 4,472,844.883   394,137.099   MT  0.99973795   -0 48 30.9
 LF1247
 LF1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1247!SPC MO W     -   0.99995192  x   0.99994683  =   0.99989875
 LF1247!UTM  15      -   0.99995192  x   0.99973795  =   0.99968988
 LF1247
 LF1247:                Primary Azimuth Mark                     Grid Az
 LF1247:SPC MO W     -  STA 191 CH 3315                          195 36 07.0
 LF1247:UTM  15      -  STA 191 CH 3315                          196 34 27.1
 LF1247
 LF1247|---------------------------------------------------------------------|
 LF1247| PID    Reference Object                     Distance      Geod. Az  |
 LF1247|                                                           dddmmss.s |
 LF1247| LF1263 STA 191 CH 3315                     APPROX. 6.2 KM 1954556.2 |
 LF1247|---------------------------------------------------------------------|
 LF1247
 LF1247                          SUPERSEDED SURVEY CONTROL
 LF1247
 LF1247  NAD 83(1997)-  40 23 58.15319(N)    094 14 50.93519(W) AD(       ) 3
 LF1247  NAD 83(1997)-  40 23 58.15332(N)    094 14 50.93905(W) AD(       ) 3
 LF1247  NAD 83(1986)-  40 23 58.15294(N)    094 14 50.93914(W) AD(       ) 3
 LF1247  NAD 27      -  40 23 58.16253(N)    094 14 50.09166(W) AD(       ) 3
 LF1247  NGVD 29 (07/19/86)  338.2    (m)         1110.     (f) VERT ANG       
 LF1247
 LF1247.Superseded values are not recommended for survey control.
 LF1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1247.See file dsdata.txt to determine how the superseded data were derived.
 LF1247
 LF1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE9413772845(NAD 83)
 LF1247_MARKER: DE = TRAVERSE STATION DISK
 LF1247_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1247+WITH SETTING: INFORMATION.
 LF1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1247
 LF1247  HISTORY     - Date     Condition        Report By
 LF1247  HISTORY     - 1975     MONUMENTED       USGS
 LF1247
 LF1247                          STATION DESCRIPTION
 LF1247
 LF1247'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1247'DENVER, 4 MI E. AND 0.25 MI N. OF, AT THE W. SIXTEENTH COR. BETWEEN
 LF1247'SECS. 26 AND 35, T. 65 N., R. 30 W., 36 FT S. AND 9 FT W. OF
 LF1247'CENTERLINE OF E. - W. ROAD AT TREE LINE N. AND S., 0.8 FT N. OF SMALL
 LF1247'RIGHT - OF - WAY FENCE, 2.5 FT E. OF WITNESS SIGN, A STANDARD TABLET
 LF1247'WELDED ON 10 FT OF COPPER - WELD ROD, PROTECTED BY A 5 - IN. DRAIN
 LF1247'TILE, SET 0.2 BELOW THE GROUND AND STAMPED---ET 12 JWO 1975---
 LF1247'RADIO MAST ABOUT 9 MI SE.--S 45 DEG 58 MIN E.  RADIO MAST ABOUT
 LF1247'10 MI SSW.--S 19 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1257 ***********************************************************************
 LF1257  DESIGNATION -  ET 13 JWO
 LF1257  PID         -  LF1257
 LF1257  STATE/COUNTY-  MO/GENTRY
 LF1257  USGS QUAD   -  MATKINS (1984)
 LF1257
 LF1257                         *CURRENT SURVEY CONTROL
 LF1257  ___________________________________________________________________
 LF1257* NAD 83(1997)-  40 14 34.98109(N)    094 14 16.65442(W)     ADJUSTED  
 LF1257* NAVD 88     -       315.2    (meters)    1034.     (feet)  VERTCON   
 LF1257  ___________________________________________________________________
 LF1257  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 LF1257  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LF1257
 LF1257  HORZ ORDER  -  THIRD
 LF1257
 LF1257.The horizontal coordinates were established by classical geodetic methods
 LF1257.and adjusted by the National Geodetic Survey in February 2000..
 LF1257
 LF1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1257
 LF1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1257
 LF1257.The geoid height was determined by GEOID03.
 LF1257
 LF1257;                    North         East     Units Scale Factor Converg.
 LF1257;SPC MO W     -   452,486.826   872,295.808   MT  0.99994729   +0 10 09.4
 LF1257;UTM  15      - 4,455,468.951   394,702.381   MT  0.99973649   -0 47 59.4
 LF1257
 LF1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1257!SPC MO W     -   0.99995558  x   0.99994729  =   0.99990287
 LF1257!UTM  15      -   0.99995558  x   0.99973649  =   0.99969208
 LF1257
 LF1257:                Primary Azimuth Mark                     Grid Az
 LF1257:SPC MO W     -  STA 193 CH 3315                          330 05 51.8
 LF1257:UTM  15      -  STA 193 CH 3315                          331 04 00.6
 LF1257
 LF1257|---------------------------------------------------------------------|
 LF1257| PID    Reference Object                     Distance      Geod. Az  |
 LF1257|                                                           dddmmss.s |
 LF1257| LF1262 STA 193 CH 3315                     APPROX. 2.7 KM 3301601.2 |
 LF1257|---------------------------------------------------------------------|
 LF1257
 LF1257                          SUPERSEDED SURVEY CONTROL
 LF1257
 LF1257  NAD 83(1997)-  40 14 34.98134(N)    094 14 16.65575(W) AD(       ) 3
 LF1257  NAD 83(1997)-  40 14 34.98166(N)    094 14 16.65811(W) AD(       ) 3
 LF1257  NAD 83(1986)-  40 14 34.98087(N)    094 14 16.65683(W) AD(       ) 3
 LF1257  NAD 27      -  40 14 34.98459(N)    094 14 15.80321(W) AD(       ) 3
 LF1257  NGVD 29 (07/19/86)  315.1    (m)         1034.     (f) VERT ANG       
 LF1257
 LF1257.Superseded values are not recommended for survey control.
 LF1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1257.See file dsdata.txt to determine how the superseded data were derived.
 LF1257
 LF1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE9470255469(NAD 83)
 LF1257_MARKER: DE = TRAVERSE STATION DISK
 LF1257_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1257+WITH SETTING: INFORMATION.
 LF1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1257
 LF1257  HISTORY     - Date     Condition        Report By
 LF1257  HISTORY     - 1975     MONUMENTED       USGS
 LF1257
 LF1257                          STATION DESCRIPTION
 LF1257
 LF1257'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1257'ALBANY, 4.85 MI E. AND 0.25 MI S. OF, 0.4 MI W. OF THE CROSSROAD IN
 LF1257'THE SW. QUARTER OF SEC. 24, T. 63 N., R. 30 W., 46.7 FT N. OF
 LF1257'CENTERLINE OF E. - W. ROAD AT FIELD ROAD NW., 172.3 FT S. - SW. OF SW.
 LF1257'CORNER OF BARN, 25 FT N. OF RIGHT - OF - WAY FENCE, 2.4 FT S. AND 4.8
 LF1257'FT E. OF POWER POLE, 0.8 FT S. OF WITNESS SIGN, A STANDARD TABLET
 LF1257'WELDED ON 10 FT OF COPPER - WELD ROD, PROTECTED BY 2 5 - IN. DRAIN
 LF1257'TILE, SET 0.7 FT BELOW THE GROUND AND STAMPED---ET 13 JWO 1975---.
 LF1257'RADIO TOWER ABOUT 4 MI WSW.--S 87 DEG 03 MIN W.  MICRO
 LF1257'TOWER ABOUT 5 MI NE.--N 32 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1267 ***********************************************************************
 LF1267  DESIGNATION -  ET 14 JWO
 LF1267  PID         -  LF1267
 LF1267  STATE/COUNTY-  MO/WORTH
 LF1267  USGS QUAD   -  PARNELL EAST (1984)
 LF1267
 LF1267                         *CURRENT SURVEY CONTROL
 LF1267  ___________________________________________________________________
 LF1267* NAD 83(1997)-  40 29 23.34089(N)    094 30 10.51882(W)     ADJUSTED  
 LF1267* NAVD 88     -       348.3    (meters)    1143.     (feet)  VERTCON   
 LF1267  ___________________________________________________________________
 LF1267  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 LF1267  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 LF1267
 LF1267  HORZ ORDER  -  THIRD
 LF1267
 LF1267.The horizontal coordinates were established by classical geodetic methods
 LF1267.and adjusted by the National Geodetic Survey in February 2000..
 LF1267
 LF1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1267
 LF1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1267
 LF1267.The geoid height was determined by GEOID03.
 LF1267
 LF1267;                    North         East     Units Scale Factor Converg.
 LF1267;SPC MO W     -   479,853.660   849,752.295   MT  0.99994118   -0 00 06.8
 LF1267;UTM  15      - 4,483,209.235   372,630.057   MT  0.99979969   -0 58 33.6
 LF1267
 LF1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1267!SPC MO W     -   0.99995030  x   0.99994118  =   0.99989149
 LF1267!UTM  15      -   0.99995030  x   0.99979969  =   0.99975000
 LF1267
 LF1267:                Primary Azimuth Mark                     Grid Az
 LF1267:SPC MO W     -  STA 203 CH 3315                          054 49 00.1
 LF1267:UTM  15      -  STA 203 CH 3315                          055 47 26.9
 LF1267
 LF1267|---------------------------------------------------------------------|
 LF1267| PID    Reference Object                     Distance      Geod. Az  |
 LF1267|                                                           dddmmss.s |
 LF1267| LF1265 STA 203 CH 3315                     APPROX. 1.2 KM 0544853.3 |
 LF1267|---------------------------------------------------------------------|
 LF1267
 LF1267                          SUPERSEDED SURVEY CONTROL
 LF1267
 LF1267  NAD 83(1997)-  40 29 23.34087(N)    094 30 10.51888(W) AD(       ) 3
 LF1267  NAD 83(1997)-  40 29 23.34196(N)    094 30 10.52661(W) AD(       ) 3
 LF1267  NAD 83(1986)-  40 29 23.34231(N)    094 30 10.52630(W) AD(       ) 3
 LF1267  NAD 27      -  40 29 23.37618(N)    094 30 09.66573(W) AD(       ) 3
 LF1267  NGVD 29 (07/19/86)  348.2    (m)         1142.     (f) VERT ANG       
 LF1267
 LF1267.Superseded values are not recommended for survey control.
 LF1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1267.See file dsdata.txt to determine how the superseded data were derived.
 LF1267
 LF1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE7263083209(NAD 83)
 LF1267_MARKER: DE = TRAVERSE STATION DISK
 LF1267_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1267+WITH SETTING: INFORMATION.
 LF1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1267
 LF1267  HISTORY     - Date     Condition        Report By
 LF1267  HISTORY     - 1975     MONUMENTED       USGS
 LF1267
 LF1267                          STATION DESCRIPTION
 LF1267
 LF1267'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1267'GRANT CITY, 4.3 MI W. AND 0.5 MI N. OF, ABOUT 0.4 MI E. OF THE CENTER
 LF1267'OF SEC. 27, T. 66 N., R. 32 W., AT THE HAROLD /JACK/ HALL RESIDENCE
 LF1267'100 FT S. AND 38 FT W. OF N. - S. ROAD AT DRIVE W. TO HOUSE, 11.5 FT
 LF1267'S. AND 8.1 FT E. OF 30 - IN. LONE SPRUCE TREE, 10 FT S. AND 39 FT E.
 LF1267'OF SE. CORNER OF MOBILE HOUSE, 13.6 FT W. OF WITNESS SIGN, A STANDARD
 LF1267'TABLET WELDED TO 10 FT OF COPPER - WELD ROD PROTECTED BY 5 - IN. DRAIN
 LF1267'TILE SET FLUSH WITH THE GROUND AND STAMPED---ET 14 JWO 1975---
 LF1267'MICRO TOWER MAST ABOUT 10.0 MI SW.--S 42 DEG 39 MIN W.
 LF1267'CONCEPTION MWT ABOUT 13.0 MI SSW.--S 28 DEG 20 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1260 ***********************************************************************
 LF1260  DESIGNATION -  ET 15 JWO
 LF1260  PID         -  LF1260
 LF1260  STATE/COUNTY-  MO/WORTH
 LF1260  USGS QUAD   -  ALLENDALE (1984)
 LF1260
 LF1260                         *CURRENT SURVEY CONTROL
 LF1260  ___________________________________________________________________
 LF1260* NAD 83(1997)-  40 29 05.68873(N)    094 22 08.91627(W)     ADJUSTED  
 LF1260* NAVD 88     -       332.5    (meters)    1091.     (feet)  VERTCON   
 LF1260  ___________________________________________________________________
 LF1260  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 LF1260  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 LF1260
 LF1260  HORZ ORDER  -  THIRD
 LF1260
 LF1260.The horizontal coordinates were established by classical geodetic methods
 LF1260.and adjusted by the National Geodetic Survey in February 2000..
 LF1260
 LF1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1260
 LF1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1260
 LF1260.The geoid height was determined by GEOID03.
 LF1260
 LF1260;                    North         East     Units Scale Factor Converg.
 LF1260;SPC MO W     -   479,317.423   861,094.254   MT  0.99994269   +0 05 05.9
 LF1260;UTM  15      - 4,482,480.385   383,959.457   MT  0.99976575   -0 53 20.4
 LF1260
 LF1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1260!SPC MO W     -   0.99995280  x   0.99994269  =   0.99989549
 LF1260!UTM  15      -   0.99995280  x   0.99976575  =   0.99971856
 LF1260
 LF1260:                Primary Azimuth Mark                     Grid Az
 LF1260:SPC MO W     -  STA 204 CH 3315                          315 06 28.2
 LF1260:UTM  15      -  STA 204 CH 3315                          316 04 54.5
 LF1260
 LF1260|---------------------------------------------------------------------|
 LF1260| PID    Reference Object                     Distance      Geod. Az  |
 LF1260|                                                           dddmmss.s |
 LF1260| LF1238 STA 204 CH 3315                     APPROX. 4.0 KM 3151134.1 |
 LF1260|---------------------------------------------------------------------|
 LF1260
 LF1260                          SUPERSEDED SURVEY CONTROL
 LF1260
 LF1260  NAD 83(1997)-  40 29 05.68877(N)    094 22 08.91634(W) AD(       ) 3
 LF1260  NAD 83(1997)-  40 29 05.68913(N)    094 22 08.92287(W) AD(       ) 3
 LF1260  NAD 83(1986)-  40 29 05.68895(N)    094 22 08.92289(W) AD(       ) 3
 LF1260  NAD 27      -  40 29 05.71250(N)    094 22 08.07314(W) AD(       ) 3
 LF1260  NGVD 29 (07/19/86)  332.4    (m)         1091.     (f) VERT ANG       
 LF1260
 LF1260.Superseded values are not recommended for survey control.
 LF1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1260.See file dsdata.txt to determine how the superseded data were derived.
 LF1260
 LF1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE8395982480(NAD 83)
 LF1260_MARKER: DE = TRAVERSE STATION DISK
 LF1260_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1260+WITH SETTING: INFORMATION.
 LF1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1260
 LF1260  HISTORY     - Date     Condition        Report By
 LF1260  HISTORY     - 1975     MONUMENTED       USGS
 LF1260
 LF1260                          STATION DESCRIPTION
 LF1260
 LF1260'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1260'GRANT CITY, 2.25 MI E. OF ON STATE HWY. 46, ABOUT 276 FT E. OF THE E.
 LF1260'SIXTEENTH COR. BETWEEN SECS. 26 AND 35, T. 66 N., R. 31 W., 38 FT S.
 LF1260'AND 16 FT E. OF CENTERLINE OF STATE HWY. 46 AND DRIVE S., TO BARN, 38
 LF1260'FT S. AND 50 FT E. OF CENTERLINE OF STATE HWY. 46 AND PRIVATE DRIVE
 LF1260'NW. TO FARM HOUSE, 5 FT N. AND 7 FT E. OF E. GATE POST AND WITNESS
 LF1260'SIGN, A STANDARD TABLET WELDED ON 10 FT OF COPPER - WELD ROD,
 LF1260'PROTECTED BY A 5 - IN. DRAIN TILE, SET FLUSH WITH THE GROUND AND
 LF1260'STAMPED---ET 15 JWO 1975---GRANT CITY MWT ABOUT 2.5 MI W.--
 LF1260'N 87 DEG 52 MIN W.  COURTHOUSE MAST IN GRANT CITY ABOUT 2.5 MI W.--
 LF1260'N 88 DEG 17 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0592 ***********************************************************************
 LE0592  DESIGNATION -  ET 16 JWO
 LE0592  PID         -  LE0592
 LE0592  STATE/COUNTY-  MO/HARRISON
 LE0592  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0592
 LE0592                         *CURRENT SURVEY CONTROL
 LE0592  ___________________________________________________________________
 LE0592* NAD 83(1997)-  40 30 01.66786(N)    093 59 11.38982(W)     ADJUSTED  
 LE0592* NAVD 88     -       336.6    (meters)    1104.     (feet)  VERTCON   
 LE0592  ___________________________________________________________________
 LE0592  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LE0592  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LE0592
 LE0592  HORZ ORDER  -  THIRD
 LE0592
 LE0592.The horizontal coordinates were established by classical geodetic methods
 LE0592.and adjusted by the National Geodetic Survey in February 2000..
 LE0592
 LE0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0592
 LE0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0592
 LE0592.The geoid height was determined by GEOID03.
 LE0592
 LE0592;                    North         East     Units Scale Factor Converg.
 LE0592;SPC MO W     -   481,162.480   893,525.719   MT  0.99996449   +0 20 00.6
 LE0592;UTM  15      - 4,483,773.535   416,410.210   MT  0.99968601   -0 38 26.6
 LE0592
 LE0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0592!SPC MO W     -   0.99995216  x   0.99996449  =   0.99991665
 LE0592!UTM  15      -   0.99995216  x   0.99968601  =   0.99963818
 LE0592
 LE0592:                Primary Azimuth Mark                     Grid Az
 LE0592:SPC MO W     -  STA 213 CH 3315                          166 56 31.8
 LE0592:UTM  15      -  STA 213 CH 3315                          167 54 59.0
 LE0592
 LE0592|---------------------------------------------------------------------|
 LE0592| PID    Reference Object                     Distance      Geod. Az  |
 LE0592|                                                           dddmmss.s |
 LE0592| LE0574 STA 213 CH 3315                     APPROX. 3.9 KM 1671632.4 |
 LE0592|---------------------------------------------------------------------|
 LE0592
 LE0592                          SUPERSEDED SURVEY CONTROL
 LE0592
 LE0592  NAD 83(1997)-  40 30 01.66783(N)    093 59 11.38992(W) AD(       ) 3
 LE0592  NAD 83(1986)-  40 30 01.66932(N)    093 59 11.39363(W) AD(       ) 3
 LE0592  NAD 27      -  40 30 01.66984(N)    093 59 10.56896(W) AD(       ) 3
 LE0592  NGVD 29 (07/19/86)  336.5    (m)         1104.     (f) VERT ANG       
 LE0592
 LE0592.Superseded values are not recommended for survey control.
 LE0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0592.See file dsdata.txt to determine how the superseded data were derived.
 LE0592
 LE0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE1641083774(NAD 83)
 LE0592_MARKER: DE = TRAVERSE STATION DISK
 LE0592_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LE0592+WITH SETTING: INFORMATION.
 LE0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0592
 LE0592  HISTORY     - Date     Condition        Report By
 LE0592  HISTORY     - 1975     MONUMENTED       USGS
 LE0592
 LE0592                          STATION DESCRIPTION
 LE0592
 LE0592'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LE0592'EAGLEVILLE, 2.5 MI N. OF, 0.35 MI E. OF THE QUARTER COR. BETWEEN SECS.
 LE0592'19, 30, T. 66 N., R. 27 W., 0.15 MI W. OF THE CORNER AND CURVE IN ROAD
 LE0592'OF SECS. 19, 20, 29 AND 30, T. 66 N., R. 27 W., ABOUT 117 FT W. OF E.
 LE0592'- W. ROAD AT TOP OF SMALL HILL, 22.7 FT S. AND CENTERLINE OF E. - W.
 LE0592'ROAD, 14 FT N. OF FENCE LINE, 1 FT N. OF WITNESS SIGN A STANDARD
 LE0592'TABLET WELDED ON 10 FT OF COPPER - WELD ROD, PROTECTED BY A 5 - IN.
 LE0592'DRAIN TILE, SET FLUSH WITH THE GROUND AND STAMPED---ET 16 JWO 1975---
 LE0592'MWT IN EAGLEVILLE ABOUT 2.25 MI S.--S 01 DEG 02 MIN W.
 LE0592'MWT IN BLYTHEDALE ABOUT 3 MI ESE.--S 62 DEG 44 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1229 ***********************************************************************
 LF1229  DESIGNATION -  ET 17 JWO
 LF1229  PID         -  LF1229
 LF1229  STATE/COUNTY-  MO/HARRISON
 LF1229  USGS QUAD   -  PAWNEE (1981)
 LF1229
 LF1229                         *CURRENT SURVEY CONTROL
 LF1229  ___________________________________________________________________
 LF1229* NAD 83(1997)-  40 30 02.50890(N)    094 06 01.66533(W)     ADJUSTED  
 LF1229* NAVD 88     -       348.0    (meters)    1142.     (feet)  VERTCON   
 LF1229  ___________________________________________________________________
 LF1229  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 LF1229  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 LF1229
 LF1229  HORZ ORDER  -  THIRD
 LF1229
 LF1229.The horizontal coordinates were established by classical geodetic methods
 LF1229.and adjusted by the National Geodetic Survey in February 2000..
 LF1229
 LF1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1229
 LF1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1229
 LF1229.The geoid height was determined by GEOID03.
 LF1229
 LF1229;                    North         East     Units Scale Factor Converg.
 LF1229;SPC MO W     -   481,138.432   883,865.593   MT  0.99995529   +0 15 34.1
 LF1229;UTM  15      - 4,483,913.703   406,753.616   MT  0.99970703   -0 42 53.1
 LF1229
 LF1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1229!SPC MO W     -   0.99995037  x   0.99995529  =   0.99990566
 LF1229!UTM  15      -   0.99995037  x   0.99970703  =   0.99965741
 LF1229
 LF1229:                Primary Azimuth Mark                     Grid Az
 LF1229:SPC MO W     -  STA 211 CH 3315                          089 21 20.6
 LF1229:UTM  15      -  STA 211 CH 3315                          090 19 47.8
 LF1229
 LF1229|---------------------------------------------------------------------|
 LF1229| PID    Reference Object                     Distance      Geod. Az  |
 LF1229|                                                           dddmmss.s |
 LF1229| LF1228 STA 211 CH 3315                     APPROX. 1.4 KM 0893654.7 |
 LF1229|---------------------------------------------------------------------|
 LF1229
 LF1229                          SUPERSEDED SURVEY CONTROL
 LF1229
 LF1229  NAD 83(1997)-  40 30 02.50887(N)    094 06 01.66544(W) AD(       ) 3
 LF1229  NAD 83(1986)-  40 30 02.50990(N)    094 06 01.66985(W) AD(       ) 3
 LF1229  NAD 27      -  40 30 02.52017(N)    094 06 00.83636(W) AD(       ) 3
 LF1229  NGVD 29 (07/19/86)  347.9    (m)         1141.     (f) VERT ANG       
 LF1229
 LF1229.Superseded values are not recommended for survey control.
 LF1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1229.See file dsdata.txt to determine how the superseded data were derived.
 LF1229
 LF1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE0675483914(NAD 83)
 LF1229_MARKER: DE = TRAVERSE STATION DISK
 LF1229_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1229+WITH SETTING: INFORMATION.
 LF1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1229+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1999
 LF1229
 LF1229  HISTORY     - Date     Condition        Report By
 LF1229  HISTORY     - 1975     MONUMENTED       USGS
 LF1229  HISTORY     - 19990726 GOOD             LOCENG
 LF1229
 LF1229                          STATION DESCRIPTION
 LF1229
 LF1229'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1229'HATFIELD, 2 MI S. AND 2.9 MI E. OF, ABOUT 485 FT W. OF THE COR. OF
 LF1229'SECS. 19, 20, 29 AND 30, T. 66 N., R. 28 W., 3 FT S. AND 3 FT W. OF
 LF1229'T - FENCE N. ON E. SIDE OF ABANDONED HOUSE, 39 FT S. - SE. OF SE.
 LF1229'CORNER OF ABANDONED HOUSE, 59 FT SE. OF SW. CORNER ABANDONED HOUSE, 32
 LF1229'FT N. AND 37 FT E. OF CENTERLINE OF E. - W. RD. AT CENTER OF ABANDONED
 LF1229'HOUSE, 2.6 FT S. AND 1 FT W. OF WITNESS SIGN, A STANDARD TABLET WELDED
 LF1229'ON 10 FT OF COPPER - WELD ROD, PROTECTED BY A 5 - IN. DRAIN TILE, SET
 LF1229'FLUSH WITH THE GROUND AND STAMPED---ET 17 JWO 1975--- LAMONI
 LF1229'MWT ABOUT 12 MI NE.--N 43 DEG 40 MIN E.  BLYTHEDALE MWT ABOUT 9 MI
 LF1229'E.--S 80 DEG E.
 LF1229
 LF1229                          STATION RECOVERY (1999)
 LF1229
 LF1229'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (CMC)
 LF1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0591 ***********************************************************************
 LE0591  DESIGNATION -  ET 18 JWO
 LE0591  PID         -  LE0591
 LE0591  STATE/COUNTY-  MO/HARRISON
 LE0591  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0591
 LE0591                         *CURRENT SURVEY CONTROL
 LE0591  ___________________________________________________________________
 LE0591* NAD 83(1997)-  40 30 40.22459(N)    093 54 11.21814(W)     ADJUSTED  
 LE0591* NAVD 88     -       334.3    (meters)    1097.     (feet)  VERTCON   
 LE0591  ___________________________________________________________________
 LE0591  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 LE0591  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LE0591
 LE0591  HORZ ORDER  -  THIRD
 LE0591
 LE0591.The horizontal coordinates were established by classical geodetic methods
 LE0591.and adjusted by the National Geodetic Survey in February 2000..
 LE0591
 LE0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0591
 LE0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0591
 LE0591.The geoid height was determined by GEOID03.
 LE0591
 LE0591;                    North         East     Units Scale Factor Converg.
 LE0591;SPC MO W     -   482,396.207   900,585.283   MT  0.99997266   +0 23 15.9
 LE0591;UTM  15      - 4,484,886.718   423,487.682   MT  0.99967206   -0 35 12.1
 LE0591
 LE0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0591!SPC MO W     -   0.99995252  x   0.99997266  =   0.99992518
 LE0591!UTM  15      -   0.99995252  x   0.99967206  =   0.99962460
 LE0591
 LE0591:                Primary Azimuth Mark                     Grid Az
 LE0591:SPC MO W     -  STA 213 CH 3315                          230 53 40.0
 LE0591:UTM  15      -  STA 213 CH 3315                          231 52 08.0
 LE0591
 LE0591|---------------------------------------------------------------------|
 LE0591| PID    Reference Object                     Distance      Geod. Az  |
 LE0591|                                                           dddmmss.s |
 LE0591| LE0574 STA 213 CH 3315                     APPROX. 8.0 KM 2311655.9 |
 LE0591|---------------------------------------------------------------------|
 LE0591
 LE0591                          SUPERSEDED SURVEY CONTROL
 LE0591
 LE0591  NAD 83(1997)-  40 30 40.22458(N)    093 54 11.21825(W) AD(       ) 3
 LE0591  NAD 83(1986)-  40 30 40.22601(N)    093 54 11.22117(W) AD(       ) 3
 LE0591  NAD 27      -  40 30 40.21785(N)    093 54 10.40051(W) AD(       ) 3
 LE0591  NGVD 29 (07/19/86)  334.2    (m)         1096.     (f) VERT ANG       
 LE0591
 LE0591.Superseded values are not recommended for survey control.
 LE0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0591.See file dsdata.txt to determine how the superseded data were derived.
 LE0591
 LE0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE2348884887(NAD 83)
 LE0591_MARKER: DE = TRAVERSE STATION DISK
 LE0591_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LE0591+WITH SETTING: INFORMATION.
 LE0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0591
 LE0591  HISTORY     - Date     Condition        Report By
 LE0591  HISTORY     - 1975     MONUMENTED       USGS
 LE0591
 LE0591                          STATION DESCRIPTION
 LE0591
 LE0591'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LE0591'BLYTHEDALE, 2.3 MI N. AND 1.3 MI E. OF, 0.5 MI N. OF THE T - RD. N.,
 LE0591'IN THE SW. QUARTER OF SEC. 24, T. 66 N., R. 27 W., 106 FT S. AND 24 FT
 LE0591'W. OF T - FENCE E. ON S. SIDE OF ABANDONED HOUSE, 78 FT S. AND 24 FT
 LE0591'W. OF N. - S. ROAD AT FAINT PASTURE ENTRANCE E., 7 FT S. AND 3 FT W.
 LE0591'OF POWER POLE, 3.6 FT S. OF WITNESS SIGN, A STANDARD TABLET WELDED ON
 LE0591'10 FT OF COPPER WELD ROD, PROTECTED BY A 5 - IN. DRAIN TILE, SET FLUSH
 LE0591'WITH THE GROUND AND STAMPED---ET 18 JWO 1975--- MWT IN
 LE0591'EAGLEVILLE ABOUT 5 MI SW.--S 58 DEG 06 MIN W.  MWT IN BLYTHEDALE
 LE0591'ABOUT 3 MI SSW.--S 28 DEG 57 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1358 ***********************************************************************
 LF1358  DESIGNATION -  ET 19 JWO
 LF1358  PID         -  LF1358
 LF1358  STATE/COUNTY-  MO/ATCHISON
 LF1358  USGS QUAD   -  TARKIO WEST (1981)
 LF1358
 LF1358                         *CURRENT SURVEY CONTROL
 LF1358  ___________________________________________________________________
 LF1358* NAD 83(1997)-  40 22 49.11920(N)    095 28 22.16518(W)     ADJUSTED  
 LF1358* NAVD 88     -       352.0    (meters)    1155.     (feet)  VERTCON   
 LF1358  ___________________________________________________________________
 LF1358  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 LF1358  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LF1358
 LF1358  HORZ ORDER  -  THIRD
 LF1358
 LF1358.The horizontal coordinates were established by classical geodetic methods
 LF1358.and adjusted by the National Geodetic Survey in February 2000..
 LF1358
 LF1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1358
 LF1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1358
 LF1358.The geoid height was determined by GEOID03.
 LF1358
 LF1358;                    North         East     Units Scale Factor Converg.
 LF1358;SPC MO W     -   468,148.850   767,393.751   MT  1.00002514   -0 37 49.0
 LF1358;UTM  15      - 4,472,905.083   290,085.595   MT  1.00014244   -1 36 09.4
 LF1358
 LF1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1358!SPC MO W     -   0.99994957  x   1.00002514  =   0.99997471
 LF1358!UTM  15      -   0.99994957  x   1.00014244  =   1.00009200
 LF1358
 LF1358|---------------------------------------------------------------------|
 LF1358| PID    Reference Object                     Distance      Geod. Az  |
 LF1358|                                                           dddmmss.s |
 LF1358| CL6501 FAIRFAX MWT                                        12027     |
 LF1358| CL7468 ROCK PORT MWT A                                    30844     |
 LF1358|---------------------------------------------------------------------|
 LF1358
 LF1358                          SUPERSEDED SURVEY CONTROL
 LF1358
 LF1358  NAD 83(1997)-  40 22 49.11920(N)    095 28 22.16526(W) AD(       ) 3
 LF1358  NAD 83(1997)-  40 22 49.11935(N)    095 28 22.16922(W) AD(       ) 3
 LF1358  NAD 83(1997)-  40 22 49.11885(N)    095 28 22.17000(W) AD(       ) 3
 LF1358  NAD 83(1986)-  40 22 49.12499(N)    095 28 22.16812(W) AD(       ) 3
 LF1358  NAD 27      -  40 22 49.11182(N)    095 28 21.21338(W) AD(       ) 3
 LF1358  NGVD 29 (07/19/86)  351.9    (m)         1155.     (f) VERT ANG       
 LF1358
 LF1358.Superseded values are not recommended for survey control.
 LF1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1358.See file dsdata.txt to determine how the superseded data were derived.
 LF1358
 LF1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9008672905(NAD 83)
 LF1358_MARKER: DE = TRAVERSE STATION DISK
 LF1358_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1358+WITH SETTING: INFORMATION.
 LF1358_SP_SET: PREFABRICATED CONCRETE POST
 LF1358
 LF1358  HISTORY     - Date     Condition        Report By
 LF1358  HISTORY     - 1975     MONUMENTED       USGS
 LF1358
 LF1358                          STATION DESCRIPTION
 LF1358
 LF1358'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1358'ROCK PORT, 2 MI S. AND 2.25 MI E. OF, LOCATED AT THE QUARTER COR.
 LF1358'BETWEEN SECS. 1 AND 12, T. 64 N., R. 41 W., 32 FT N. AND 17 FT W. OF
 LF1358'T - RD. E. AND FENCE W., 32 FT N. AND 2 FT E. OF FENCE CORNER, 23 FT
 LF1358'E. OF FENCE AND WITNESS SIGN A STANDARD TABLET WELDED ON 10 FT OF
 LF1358'COPPER - WELD ROD, PROTECTED BY A 5 - IN DRAIN TILE, SET FLUSH WITH
 LF1358'THE GROUND AND STAMPED---ET 19 JWO 1975---.
 LF1358'ROCK PORT MWT ABOUT 3 MI NW.--N 51 DEG 16 MIN W.
 LF1358'FAIRFAX MWT ABOUT 5.5 MI SE.--S 59 DEG 33 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1355 ***********************************************************************
 LF1355  DESIGNATION -  ET 20 JWO
 LF1355  PID         -  LF1355
 LF1355  STATE/COUNTY-  MO/ATCHISON
 LF1355  USGS QUAD   -  TARKIO EAST (1981)
 LF1355
 LF1355                         *CURRENT SURVEY CONTROL
 LF1355  ___________________________________________________________________
 LF1355* NAD 83(1997)-  40 22 45.39344(N)    095 21 45.77674(W)     ADJUSTED  
 LF1355* NAVD 88     -       333.9    (meters)    1095.     (feet)  VERTCON   
 LF1355  ___________________________________________________________________
 LF1355  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LF1355  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LF1355
 LF1355  HORZ ORDER  -  THIRD
 LF1355
 LF1355.The horizontal coordinates were established by classical geodetic methods
 LF1355.and adjusted by the National Geodetic Survey in February 2000..
 LF1355
 LF1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1355
 LF1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1355
 LF1355.The geoid height was determined by GEOID03.
 LF1355
 LF1355;                    North         East     Units Scale Factor Converg.
 LF1355;SPC MO W     -   467,936.898   776,742.443   MT  1.00000721   -0 33 32.1
 LF1355;UTM  15      - 4,472,534.486   299,430.303   MT  1.00009522   -1 31 52.3
 LF1355
 LF1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1355!SPC MO W     -   0.99995244  x   1.00000721  =   0.99995965
 LF1355!UTM  15      -   0.99995244  x   1.00009522  =   1.00004765
 LF1355
 LF1355|---------------------------------------------------------------------|
 LF1355| PID    Reference Object                     Distance      Geod. Az  |
 LF1355|                                                           dddmmss.s |
 LF1355| CL8237 RADIO MAST WNW A                                   28635     |
 LF1355| CL7469 ROCK PORT MWT B                                    28653     |
 LF1355|---------------------------------------------------------------------|
 LF1355
 LF1355                          SUPERSEDED SURVEY CONTROL
 LF1355
 LF1355  NAD 83(1997)-  40 22 45.39339(N)    095 21 45.77684(W) AD(       ) 3
 LF1355  NAD 83(1997)-  40 22 45.39090(N)    095 21 45.78111(W) AD(       ) 3
 LF1355  NAD 83(1997)-  40 22 45.38996(N)    095 21 45.78127(W) AD(       ) 3
 LF1355  NAD 83(1986)-  40 22 45.39367(N)    095 21 45.77969(W) AD(       ) 3
 LF1355  NAD 27      -  40 22 45.39715(N)    095 21 44.83636(W) AD(       ) 3
 LF1355  NGVD 29 (07/19/86)  333.8    (m)         1095.     (f) VERT ANG       
 LF1355
 LF1355.Superseded values are not recommended for survey control.
 LF1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1355.See file dsdata.txt to determine how the superseded data were derived.
 LF1355
 LF1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9943072534(NAD 83)
 LF1355_MARKER: DE = TRAVERSE STATION DISK
 LF1355_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1355+WITH SETTING: INFORMATION.
 LF1355_SP_SET: PREFABRICATED CONCRETE POST
 LF1355
 LF1355  HISTORY     - Date     Condition        Report By
 LF1355  HISTORY     - 1975     MONUMENTED       USGS
 LF1355
 LF1355                          STATION DESCRIPTION
 LF1355
 LF1355'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1355'TARKIO, 4.2 MI S. AND 0.85 MI E. OF, 0.35 MI E. OF THE COR. OF SECS.
 LF1355'1, 2, 11 AND 12, T. 64 N., R. 40 W., 34 FT S. AND 48 FT W. OF
 LF1355'CENTERLINE OF E. - W. ROAD AT PRIVATE DRIVE N., (DRIVE ON E. SIDE OF
 LF1355'HOUSE), 34 FT S. AND 90 FT E. OF CENTERLINE OF E. - W. ROAD AT PRIVATE
 LF1355'DRIVE N., (DRIVE ON W. SIDE OF HOUSE), 4.5 FT N. OF RIGHT - OF - WAY
 LF1355'FENCE AND WITNESS SIGN, A STANDARD TABLET WELDED ON 10 FT OF COPPER -
 LF1355'WELD ROD, PROTECTED BY A 6 - IN. DRAIN TILE, SET FLUSH WITH THE GROUND
 LF1355'AND STAMPED---ET 20 JWO 1975---.  ROCK PORT MWT
 LF1355'ABOUT 8 MI WNW.--N 73 DEG 07 MIN W.  RADIO MAST IN ROCK
 LF1355'PORT ABOUT 8 MI WNW.--N 73 DEG 25 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1353 ***********************************************************************
 LF1353  DESIGNATION -  ET 21 JWO
 LF1353  PID         -  LF1353
 LF1353  STATE/COUNTY-  MO/ATCHISON
 LF1353  USGS QUAD   -  TARKIO EAST (1981)
 LF1353
 LF1353                         *CURRENT SURVEY CONTROL
 LF1353  ___________________________________________________________________
 LF1353* NAD 83(1997)-  40 22 45.12751(N)    095 16 10.10028(W)     ADJUSTED  
 LF1353* NAVD 88     -       337.8    (meters)    1108.     (feet)  VERTCON   
 LF1353  ___________________________________________________________________
 LF1353  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 LF1353  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LF1353
 LF1353  HORZ ORDER  -  THIRD
 LF1353
 LF1353.The horizontal coordinates were established by classical geodetic methods
 LF1353.and adjusted by the National Geodetic Survey in February 2000..
 LF1353
 LF1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1353
 LF1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1353
 LF1353.The geoid height was determined by GEOID03.
 LF1353
 LF1353;                    North         East     Units Scale Factor Converg.
 LF1353;SPC MO W     -   467,855.628   784,660.228   MT  0.99999371   -0 29 54.7
 LF1353;UTM  15      - 4,472,318.865   307,346.167   MT  1.00005689   -1 28 14.6
 LF1353
 LF1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1353!SPC MO W     -   0.99995184  x   0.99999371  =   0.99994555
 LF1353!UTM  15      -   0.99995184  x   1.00005689  =   1.00000873
 LF1353
 LF1353|---------------------------------------------------------------------|
 LF1353| PID    Reference Object                     Distance      Geod. Az  |
 LF1353|                                                           dddmmss.s |
 LF1353| CL7470 ROCK PORT MWT C                                    28115     |
 LF1353| CL8238 RADIO MAST WNW B                                   28956     |
 LF1353|---------------------------------------------------------------------|
 LF1353
 LF1353                          SUPERSEDED SURVEY CONTROL
 LF1353
 LF1353  NAD 83(1997)-  40 22 45.12741(N)    095 16 10.10038(W) AD(       ) 3
 LF1353  NAD 83(1997)-  40 22 45.12343(N)    095 16 10.10499(W) AD(       ) 3
 LF1353  NAD 83(1997)-  40 22 45.12228(N)    095 16 10.10465(W) AD(       ) 3
 LF1353  NAD 83(1986)-  40 22 45.12439(N)    095 16 10.10336(W) AD(       ) 3
 LF1353  NAD 27      -  40 22 45.13965(N)    095 16 09.16942(W) AD(       ) 3
 LF1353  NGVD 29 (07/19/86)  337.7    (m)         1108.     (f) VERT ANG       
 LF1353
 LF1353.Superseded values are not recommended for survey control.
 LF1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1353.See file dsdata.txt to determine how the superseded data were derived.
 LF1353
 LF1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE0734672319(NAD 83)
 LF1353_MARKER: DE = TRAVERSE STATION DISK
 LF1353_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1353+WITH SETTING: INFORMATION.
 LF1353_SP_SET: PREFABRICATED CONCRETE POST
 LF1353
 LF1353  HISTORY     - Date     Condition        Report By
 LF1353  HISTORY     - 1975     MONUMENTED       USGS
 LF1353
 LF1353                          STATION DESCRIPTION
 LF1353
 LF1353'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1353'TARKIO, 4 MI S. AND 5.8 MI E. OF, 0.25 MI E. OF THE COR. OF SECS. 2,
 LF1353'3, 10 AND 11, T. 64 N., R. 39 W., AT CREST OF ROAD, 22 FT S. OF
 LF1353'CENTERLINE OF E. - W. ROAD, 22 FT S. AND 20 FT W. OF ROAD AT A FIELD
 LF1353'ENTRANCE N., 3.7 FT N. OF RIGHT - OF - WAY FENCE AND WITNESS SIGN, A
 LF1353'STANDARD TABLET WELDED ON 10 FT OF COPPER - WELD ROD, PROTECTED BY A
 LF1353'6 - IN. DRAIN TILE, SET FLUSH WITH THE GROUND AND STAMPED---ET 21 JWO
 LF1353'1975---.  ROCK PORT MWT ABOUT 13 MI WNW.--N 78 DEG 45 MIN W.
 LF1353'RADIO MAST IN ROCK PORT ABOUT 13 MI WNW.--
 LF1353'N 70 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1329 ***********************************************************************
 LF1329  DESIGNATION -  ET 22 JWO
 LF1329  PID         -  LF1329
 LF1329  STATE/COUNTY-  MO/NODAWAY
 LF1329  USGS QUAD   -  SKIDMORE NW (1981)
 LF1329
 LF1329                         *CURRENT SURVEY CONTROL
 LF1329  ___________________________________________________________________
 LF1329* NAD 83(1997)-  40 22 37.46943(N)    095 08 50.95159(W)     ADJUSTED  
 LF1329* NAVD 88     -       330.6    (meters)    1085.     (feet)  VERTCON   
 LF1329  ___________________________________________________________________
 LF1329  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 LF1329  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 LF1329
 LF1329  HORZ ORDER  -  THIRD
 LF1329
 LF1329.The horizontal coordinates were established by classical geodetic methods
 LF1329.and adjusted by the National Geodetic Survey in February 2000..
 LF1329
 LF1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1329
 LF1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1329
 LF1329.The geoid height was determined by GEOID03.
 LF1329
 LF1329;                    North         East     Units Scale Factor Converg.
 LF1329;SPC MO W     -   467,536.442   795,017.002   MT  0.99997838   -0 25 10.1
 LF1329;UTM  15      - 4,471,823.985   317,696.521   MT  1.00000912   -1 23 29.6
 LF1329
 LF1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1329!SPC MO W     -   0.99995300  x   0.99997838  =   0.99993138
 LF1329!UTM  15      -   0.99995300  x   1.00000912  =   0.99996212
 LF1329
 LF1329|---------------------------------------------------------------------|
 LF1329| PID    Reference Object                     Distance      Geod. Az  |
 LF1329|                                                           dddmmss.s |
 LF1329| CL6979 BURLINGTON JUNCTION MWT                            04119     |
 LF1329| CL8235 RADIO MAST W                                       27017     |
 LF1329|---------------------------------------------------------------------|
 LF1329
 LF1329                          SUPERSEDED SURVEY CONTROL
 LF1329
 LF1329  NAD 83(1997)-  40 22 37.46931(N)    095 08 50.95171(W) AD(       ) 3
 LF1329  NAD 83(1997)-  40 22 37.46452(N)    095 08 50.95715(W) AD(       ) 3
 LF1329  NAD 83(1997)-  40 22 37.46335(N)    095 08 50.95623(W) AD(       ) 3
 LF1329  NAD 83(1986)-  40 22 37.46408(N)    095 08 50.95557(W) AD(       ) 3
 LF1329  NAD 27      -  40 22 37.49059(N)    095 08 50.03222(W) AD(       ) 3
 LF1329  NGVD 29 (07/19/86)  330.5    (m)         1084.     (f) VERT ANG       
 LF1329
 LF1329.Superseded values are not recommended for survey control.
 LF1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1329.See file dsdata.txt to determine how the superseded data were derived.
 LF1329
 LF1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE1769771824(NAD 83)
 LF1329_MARKER: DG = GRAVITY STATION DISK
 LF1329_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1329+WITH SETTING: INFORMATION.
 LF1329_SP_SET: PREFABRICATED CONCRETE POST
 LF1329
 LF1329  HISTORY     - Date     Condition        Report By
 LF1329  HISTORY     - 1975     MONUMENTED       USGS
 LF1329
 LF1329                          STATION DESCRIPTION
 LF1329
 LF1329'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1329'QUITMAN, 0.2 MI N. AND 3.7 MI W. OF, 0.1 MI E. OF THE QUARTER COR.
 LF1329'BETWEEN SECS. 2 AND 11, T. 64 N., R. 38 W., AT CREST OF E. - W. ROAD,
 LF1329'25 FT S. AND 37 FT E. OF CENTERLINE OF E. - W. ROAD, AT PRIVATE DRIVE
 LF1329'N., 25 FT S. AND 13 FT E. OF CENTERLINE OF E. - W. ROAD AT PASTURE
 LF1329'GATE AND FIELD ENTRANCE S., 2 FT N. AND 7 FT W. OF TELEPHONE POLE, 4
 LF1329'FT N. OF FENCE AND WITNESS SIGN, A STANDARD TABLET WELDED ON 10 FT OF
 LF1329'COPPER - WELD ROD, PROTECTED BY A 5 - IN. DRAIN TILE, SET FLUSH WITH
 LF1329'THE GROUND AND STAMPED---ET 22 JWO 1975---.
 LF1329'RADIO MAST LOCATED ABOUT 17 MI W.--N 41 DEG 19 MIN E.
 LF1329'BURLINGTON JUNCTION MWT ABOUT 6.5 MI NE.--N 89 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1327 ***********************************************************************
 LF1327  DESIGNATION -  ET 23 JWO
 LF1327  PID         -  LF1327
 LF1327  STATE/COUNTY-  MO/NODAWAY
 LF1327  USGS QUAD   -  SKIDMORE (1981)
 LF1327
 LF1327                         *CURRENT SURVEY CONTROL
 LF1327  ___________________________________________________________________
 LF1327* NAD 83(1997)-  40 21 43.39724(N)    095 01 09.97588(W)     ADJUSTED  
 LF1327* NAVD 88     -       335.4    (meters)    1100.     (feet)  VERTCON   
 LF1327  ___________________________________________________________________
 LF1327  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LF1327  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 LF1327
 LF1327  HORZ ORDER  -  THIRD
 LF1327
 LF1327.The horizontal coordinates were established by classical geodetic methods
 LF1327.and adjusted by the National Geodetic Survey in February 2000..
 LF1327
 LF1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1327
 LF1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1327
 LF1327.The geoid height was determined by GEOID03.
 LF1327
 LF1327;                    North         East     Units Scale Factor Converg.
 LF1327;SPC MO W     -   465,796.941   805,880.859   MT  0.99996513   -0 20 11.0
 LF1327;UTM  15      - 4,469,900.432   328,529.459   MT  0.99996194   -1 18 29.3
 LF1327
 LF1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1327!SPC MO W     -   0.99995227  x   0.99996513  =   0.99991740
 LF1327!UTM  15      -   0.99995227  x   0.99996194  =   0.99991421
 LF1327
 LF1327|---------------------------------------------------------------------|
 LF1327| PID    Reference Object                     Distance      Geod. Az  |
 LF1327|                                                           dddmmss.s |
 LF1327| CL7441 MARYVILLE RADIO MAST                               09130     |
 LF1327| CL7999 NW MO WT                                           09357     |
 LF1327|---------------------------------------------------------------------|
 LF1327
 LF1327                          SUPERSEDED SURVEY CONTROL
 LF1327
 LF1327  NAD 83(1997)-  40 21 43.39711(N)    095 01 09.97601(W) AD(       ) 3
 LF1327  NAD 83(1997)-  40 21 43.39282(N)    095 01 09.98170(W) AD(       ) 3
 LF1327  NAD 83(1997)-  40 21 43.39182(N)    095 01 09.98000(W) AD(       ) 3
 LF1327  NAD 83(1986)-  40 21 43.39196(N)    095 01 09.97976(W) AD(       ) 3
 LF1327  NAD 27      -  40 21 43.42475(N)    095 01 09.06857(W) AD(       ) 3
 LF1327  NGVD 29 (07/19/86)  335.3    (m)         1100.     (f) VERT ANG       
 LF1327
 LF1327.Superseded values are not recommended for survey control.
 LF1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1327.See file dsdata.txt to determine how the superseded data were derived.
 LF1327
 LF1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE2852969900(NAD 83)
 LF1327_MARKER: DE = TRAVERSE STATION DISK
 LF1327_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LF1327+WITH SETTING: INFORMATION.
 LF1327_SP_SET: PREFABRICATED CONCRETE POST
 LF1327
 LF1327  HISTORY     - Date     Condition        Report By
 LF1327  HISTORY     - 1975     MONUMENTED       USGS
 LF1327
 LF1327                          STATION DESCRIPTION
 LF1327
 LF1327'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LF1327'QUITMAN, 0.8 MI S. AND 3 MI E. OF, LOCATED 0.65 MI W. OF THE COR. OF
 LF1327'SECS. 7, 12, 13 AND 18, T. 64 N., R. 36 AND 37 W., AT CREST OF E. - W.
 LF1327'ROAD, 19 FT N. AND 52 FT W. OF CENTERLINE OF ROAD AT PRIVATE DRIVE S.
 LF1327'TO HOUSE, 19 FT N. AND 8 FT W. OF E. - W. ROAD AT GATE TO PASTURE N.,
 LF1327'6 FT S. AND 3 FT W. OF GATE POST TO PASTURE, 6 FT S. OF WITNESS SIGN
 LF1327'AND FENCE, A STANDARD TABLET WELDED ON 10 FT OF COPPER - WELD ROD,
 LF1327'PROTECTED BY A 5 - IN. DRAIN TILE, SET FLUSH WITH THE GROUND AND
 LF1327'STAMPED---ET 23 JWO 1975---.  RADIO MAST LOCATED
 LF1327'ABOUT 7.5 MI E. IN MARYVILLE--S 88 DEG 30 MIN E.  ROUND
 LF1327'WATER TANK IN MARYVILLE ABOUT 7.5 MI E.--S 86 DEG 03 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0559 ***********************************************************************
 LE0559  DESIGNATION -  ET 3 MES
 LE0559  PID         -  LE0559
 LE0559  STATE/COUNTY-  MO/MERCER
 LE0559  USGS QUAD   -  GOSHEN (1984)
 LE0559
 LE0559                         *CURRENT SURVEY CONTROL
 LE0559  ___________________________________________________________________
 LE0559* NAD 83(1997)-  40 29 55.01661(N)    093 44 12.12031(W)     ADJUSTED  
 LE0559* NAVD 88     -       319.8    (meters)    1049.     (feet)  VERTCON   
 LE0559  ___________________________________________________________________
 LE0559  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 LE0559  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LE0559
 LE0559  HORZ ORDER  -  THIRD
 LE0559
 LE0559.The horizontal coordinates were established by classical geodetic methods
 LE0559.and adjusted by the National Geodetic Survey in February 2000..
 LE0559
 LE0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0559
 LE0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0559
 LE0559.The geoid height was determined by GEOID03.
 LE0559
 LE0559;                    North         East     Units Scale Factor Converg.
 LE0559;SPC MO C     -   518,545.538   395,171.242   MT  1.00006855   -0 48 11.6
 LE0559;UTM  15      - 4,483,361.718   437,575.005   MT  0.99964797   -0 28 42.4
 LE0559
 LE0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0559!SPC MO C     -   0.99995481  x   1.00006855  =   1.00002335
 LE0559!UTM  15      -   0.99995481  x   0.99964797  =   0.99960279
 LE0559
 LE0559:                Primary Azimuth Mark                     Grid Az
 LE0559:SPC MO C     -  STA 215 CH 3315                          180 29 54.3
 LE0559:UTM  15      -  STA 215 CH 3315                          180 10 25.1
 LE0559
 LE0559|---------------------------------------------------------------------|
 LE0559| PID    Reference Object                     Distance      Geod. Az  |
 LE0559|                                                           dddmmss.s |
 LE0559| LE0558 STA 215 CH 3315                     APPROX. 2.4 KM 1794142.7 |
 LE0559| CL8467 ET 3 MES RM                                        19235     |
 LE0559| CL8466 ET 3 MES AZ MK                                     3591806.5 |
 LE0559|---------------------------------------------------------------------|
 LE0559
 LE0559                          SUPERSEDED SURVEY CONTROL
 LE0559
 LE0559  NAD 83(1997)-  40 29 55.01663(N)    093 44 12.12040(W) AD(       ) 3
 LE0559  NAD 83(1997)-  40 29 55.01708(N)    093 44 12.12232(W) AD(       ) 3
 LE0559  NAD 83(1986)-  40 29 55.01689(N)    093 44 12.12224(W) AD(       ) 3
 LE0559  NAD 27      -  40 29 54.98951(N)    093 44 11.31806(W) AD(       ) 3
 LE0559  NGVD 29 (07/19/86)  319.7    (m)         1049.     (f) VERT ANG       
 LE0559
 LE0559.Superseded values are not recommended for survey control.
 LE0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0559.See file dsdata.txt to determine how the superseded data were derived.
 LE0559
 LE0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE3757583362(NAD 83)
 LE0559_MARKER: DE = TRAVERSE STATION DISK
 LE0559_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LE0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0559+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2006
 LE0559
 LE0559  HISTORY     - Date     Condition        Report By
 LE0559  HISTORY     - 1963     MONUMENTED       USGS
 LE0559  HISTORY     - 20060714 GOOD             INDIV
 LE0559
 LE0559                          STATION DESCRIPTION
 LE0559
 LE0559'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LE0559'PLEASANTON, 6.0 MI S. OF, IN THE NW. QUARTER OF SEC. 28, T. 66 N., R.
 LE0559'25 W., AT THE CREST OF A RIDGE, 19 FT E. AND 10 FT N. OF THE CENTER OF
 LE0559'RD. AND A DRIVEWAY TO A WHITE HOUSE ON THE W. SIDE OF THE RD., 20 FT
 LE0559'S. OF A T - FENCE E., 3 FT W. OF THE E. RIGHT - OF - WAY FENCE, 1 FT
 LE0559'W. OF A WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 2.0
 LE0559'IN., A STANDARD TABLET STAMPED---ET 3 MES 1963---.
 LE0559
 LE0559                          STATION RECOVERY (2006)
 LE0559
 LE0559'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RTH)
 LE0559'I RECOVERED THE MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE AND
 LE0559'ON THE S SIDE OF AN ENTRANCE TO A PASTURE, USING A GARMIN GPS
 LE0559'RECEIVER. THE MONUMENT IS 20' E OF THE CENTERLINE OF A COUNTY ROAD,
 LE0559'1.8' SSE OF A PK NAIL AND PLASTIC SURVEY WASHER IN A GATE POST, 20.8'
 LE0559'SSE FROM A PK NAIL AND PLASTIC SURVEY WASHER IN A POWER POLE, AND
 LE0559'14.6' N OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0579 ***********************************************************************
 LE0579  DESIGNATION -  ET 4 MES
 LE0579  PID         -  LE0579
 LE0579  STATE/COUNTY-  MO/MERCER
 LE0579  USGS QUAD   -  LINEVILLE (1964)
 LE0579
 LE0579                         *CURRENT SURVEY CONTROL
 LE0579  ___________________________________________________________________
 LE0579* NAD 83(1997)-  40 30 50.75740(N)    093 36 45.29734(W)     ADJUSTED  
 LE0579* NAVD 88     -       302.25   (+/-2cm)     991.6    (feet)  VERTCON   
 LE0579  ___________________________________________________________________
 LE0579  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 LE0579  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LE0579
 LE0579  HORZ ORDER  -  THIRD
 LE0579  VERT ORDER  -  THIRD ? (See Below)
 LE0579
 LE0579.The horizontal coordinates were established by classical geodetic methods
 LE0579.and adjusted by the National Geodetic Survey in February 2000..
 LE0579
 LE0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0579.The vertical order pertains to the NGVD 29 superseded value.
 LE0579
 LE0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0579
 LE0579.The geoid height was determined by GEOID03.
 LE0579
 LE0579;                    North         East     Units Scale Factor Converg.
 LE0579;SPC MO C     -   520,124.737   405,713.958   MT  1.00004272   -0 43 22.2
 LE0579;UTM  15      - 4,484,999.979   448,104.226   MT  0.99963315   -0 23 52.7
 LE0579
 LE0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0579!SPC MO C     -   0.99995756  x   1.00004272  =   1.00000028
 LE0579!UTM  15      -   0.99995756  x   0.99963315  =   0.99959072
 LE0579
 LE0579|---------------------------------------------------------------------|
 LE0579| PID    Reference Object                     Distance      Geod. Az  |
 LE0579|                                                           dddmmss.s |
 LE0579| CL8469 ET 4 MES RM                                        09230     |
 LE0579| LE0557 STA 15 CH 1711                      APPROX. 5.0 KM 1124422.6 |
 LE0579| CL8468 ET 4 MES AZ MK                                     2791214.6 |
 LE0579|---------------------------------------------------------------------|
 LE0579
 LE0579                          SUPERSEDED SURVEY CONTROL
 LE0579
 LE0579  NAD 83(1997)-  40 30 50.75745(N)    093 36 45.29746(W) AD(       ) 3
 LE0579  NAD 83(1986)-  40 30 50.75653(N)    093 36 45.29889(W) AD(       ) 3
 LE0579  NAD 27      -  40 30 50.72167(N)    093 36 44.50044(W) AD(       ) 3
 LE0579  NGVD 29 (07/19/86)  302.20   (m)          991.5    (f) LEVELING    3  
 LE0579
 LE0579.Superseded values are not recommended for survey control.
 LE0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0579.See file dsdata.txt to determine how the superseded data were derived.
 LE0579
 LE0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE4810485000(NAD 83)
 LE0579_MARKER: DE = TRAVERSE STATION DISK
 LE0579_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LE0579
 LE0579  HISTORY     - Date     Condition        Report By
 LE0579  HISTORY     - 1963     MONUMENTED       USGS
 LE0579
 LE0579                          STATION DESCRIPTION
 LE0579
 LE0579'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LE0579'MERCER, 4.75 MI W. OF, NEAR QUARTER COR. BETWEEN SECS. 16 AND 21, T.
 LE0579'66 N., R. 24 W., AT THE NW. COR. OF THE MIDDLETON CHURCH YARD, 26 FT
 LE0579'NW. ALONG THE NORMAL TO A GRAVEL ROAD RUNNING NE. - SW., 24 FT N. OF
 LE0579'CENTER OF E. - W. DRIVEWAY INTO CHURCH YARD.  3 FT S. OF THE N. YARD
 LE0579'FENCELINE.  1 FT S. OF WITNESS POST, IN THE TOP OF A CONCRETE POST
 LE0579'PROJECTING 3 - IN., A STANDARD TABLET STAMPED---ET 4 MES 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0556 ***********************************************************************
 LE0556  DESIGNATION -  ET 5 MES
 LE0556  PID         -  LE0556
 LE0556  STATE/COUNTY-  MO/MERCER
 LE0556  USGS QUAD   -  PRINCETON (1984)
 LE0556
 LE0556                         *CURRENT SURVEY CONTROL
 LE0556  ___________________________________________________________________
 LE0556* NAD 83(1997)-  40 29 21.62379(N)    093 31 56.23426(W)     ADJUSTED  
 LE0556* NAVD 88     -       327.2    (meters)    1073.     (feet)  VERTCON   
 LE0556  ___________________________________________________________________
 LE0556  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 LE0556  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LE0556
 LE0556  HORZ ORDER  -  THIRD
 LE0556
 LE0556.The horizontal coordinates were established by classical geodetic methods
 LE0556.and adjusted by the National Geodetic Survey in February 2000..
 LE0556
 LE0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0556
 LE0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0556
 LE0556.The geoid height was determined by GEOID03.
 LE0556
 LE0556;                    North         East     Units Scale Factor Converg.
 LE0556;SPC MO C     -   517,292.714   412,486.547   MT  1.00002757   -0 40 13.1
 LE0556;UTM  15      - 4,482,207.526   454,890.003   MT  0.99962505   -0 20 44.2
 LE0556
 LE0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0556!SPC MO C     -   0.99995364  x   1.00002757  =   0.99998121
 LE0556!UTM  15      -   0.99995364  x   0.99962505  =   0.99957871
 LE0556
 LE0556:                Primary Azimuth Mark                     Grid Az
 LE0556:SPC MO C     -  ET 5 MES AZ MK                           064 21 02.5
 LE0556:UTM  15      -  ET 5 MES AZ MK                           064 01 33.6
 LE0556
 LE0556|---------------------------------------------------------------------|
 LE0556| PID    Reference Object                     Distance      Geod. Az  |
 LE0556|                                                           dddmmss.s |
 LE0556| CL8470 ET 5 MES AZ MK                                     0634049.4 |
 LE0556| CL8471 ET 5 MES RM                                        15533     |
 LE0556| LE0557 STA 15 CH 1711                      APPROX. 2.3 KM 2902247.9 |
 LE0556|---------------------------------------------------------------------|
 LE0556
 LE0556                          SUPERSEDED SURVEY CONTROL
 LE0556
 LE0556  NAD 83(1997)-  40 29 21.62385(N)    093 31 56.23443(W) AD(       ) 3
 LE0556  NAD 83(1997)-  40 29 21.62222(N)    093 31 56.23649(W) AD(       ) 3
 LE0556  NAD 83(1986)-  40 29 21.62229(N)    093 31 56.23654(W) AD(       ) 3
 LE0556  NAD 27      -  40 29 21.58447(N)    093 31 55.44456(W) AD(       ) 3
 LE0556  NGVD 29 (07/19/86)  327.2    (m)         1073.     (f) VERT ANG       
 LE0556
 LE0556.Superseded values are not recommended for survey control.
 LE0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0556.See file dsdata.txt to determine how the superseded data were derived.
 LE0556
 LE0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE5489082208(NAD 83)
 LE0556_MARKER: DE = TRAVERSE STATION DISK
 LE0556_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LE0556
 LE0556  HISTORY     - Date     Condition        Report By
 LE0556  HISTORY     - 1963     MONUMENTED       USGS
 LE0556
 LE0556                          STATION DESCRIPTION
 LE0556
 LE0556'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LE0556'MERCER, 1.5 MI S. OF, ALONG OLD U. S. HWY. 65.  IN THE SE. QUARTER OF
 LE0556'SEC. 30, T. 66 N., R. 23 W., 42.0 FT W. OF CENTER OF OLD HWY.  56 FT
 LE0556'N. AND 23 FT W. OF A FENCE COR. FORMED BY THE W. RIGHT - OF - WAY
 LE0556'FENCE AND A FENCE W.  16.5 FT N. OF A TELEPHONE POLE, 1.0 FT N. OF A
 LE0556'WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 1.0 IN., A
 LE0556'STANDARD TABLET STAMPED---ET 5 MES 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0959 ***********************************************************************
 HC0959  DESIGNATION -  ET NAW 4
 HC0959  PID         -  HC0959
 HC0959  STATE/COUNTY-  MO/BOLLINGER
 HC0959  USGS QUAD   -  MC GEE (1963)
 HC0959
 HC0959                         *CURRENT SURVEY CONTROL
 HC0959  ___________________________________________________________________
 HC0959* NAD 83(1997)-  37 06 26.98981(N)    090 11 55.90407(W)     ADJUSTED  
 HC0959* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 HC0959  ___________________________________________________________________
 HC0959  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 HC0959  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 HC0959
 HC0959  HORZ ORDER  -  SECOND
 HC0959
 HC0959.The horizontal coordinates were established by classical geodetic methods
 HC0959.and adjusted by the National Geodetic Survey in February 2000..
 HC0959
 HC0959.The orthometric height was scaled from a topographic map.
 HC0959
 HC0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0959
 HC0959.The geoid height was determined by GEOID03.
 HC0959
 HC0959;                    North         East     Units Scale Factor Converg.
 HC0959;SPC MO E     -   141,424.114   276,765.243   MT  0.99994216   +0 10 54.1
 HC0959;UTM  15      - 4,110,470.015   748,910.138   MT  1.00036329   +1 41 27.0
 HC0959
 HC0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0959!SPC MO E     -   0.99997238  x   0.99994216  =   0.99991454
 HC0959!UTM  15      -   0.99997238  x   1.00036329  =   1.00033566
 HC0959
 HC0959                          SUPERSEDED SURVEY CONTROL
 HC0959
 HC0959  NAD 83(1997)-  37 06 26.99452(N)    090 11 55.90395(W) AD(       ) 2
 HC0959  NAD 83(1986)-  37 06 27.00163(N)    090 11 55.90357(W) AD(       ) 2
 HC0959  NAD 27      -  37 06 26.81530(N)    090 11 55.52640(W) AD(       ) 2
 HC0959
 HC0959.Superseded values are not recommended for survey control.
 HC0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0959.See file dsdata.txt to determine how the superseded data were derived.
 HC0959
 HC0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB4891010470(NAD 83)
 HC0959_MARKER: DB = BENCH MARK DISK
 HC0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0959_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0959+STABILITY: SURFACE MOTION
 HC0959
 HC0959  HISTORY     - Date     Condition        Report By
 HC0959  HISTORY     - 1963     MONUMENTED       USGS
 HC0959
 HC0959                          STATION DESCRIPTION
 HC0959
 HC0959'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 HC0959'LOCATED ABOUT 7 MILES SOUTHWEST OF ZALMA, 3 MILES SOUTH-SOUTHWEST
 HC0959'OF GIPSY, IN THE WEST CENTER OF SECTION 8, T 28 N, R 8 E., AND
 HC0959'ON PROPERTY OF THE STATE.  IT IS A STANDARD GEOLOGICAL BENCH MARK
 HC0959'DISK SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST FLUSH WITH
 HC0959'THE GROUND AND IS STAMPED ET NAW 4 1962.  IT IS NEAR THE CENTER
 HC0959'OF THE BASE OF THE GIPSY LOOKOUT TOWER, 35 FEET SOUTH OF A 6
 HC0959'INCH PINE TREE, 38 FEET NORTHEAST OF A 12 INCH WALNUT TREE AND
 HC0959'47 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD.
 HC0959'
 HC0959'TO REACH FROM THE POST OFFICE IN GIPSY, GO EASTERLY ON COUNTY
 HC0959'ROAD E FOR 2.6 MILES TO THE JUNCTION WITH COUNTY ROAD TT. TURN
 HC0959'RIGHT AND GO SOUTHWEST AND SOUTH ON COUNTY ROAD TT FOR 4.35
 HC0959'MILES TO A SIDE ROAD RIGHT AND A SIGN FIRE LOOKOUT TOWER.
 HC0959'TURN RIGHT AND GO NORTHWEST AND NORTH ON A GRAVELED ROAD
 HC0959'FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 HC0959'
 HC0959'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HC0959'GIPSY THE DISTANCE BEING 82.299 FEET AND 25.0848 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0950 ***********************************************************************
 HC0950  DESIGNATION -  ET NAW 6
 HC0950  PID         -  HC0950
 HC0950  STATE/COUNTY-  MO/BOLLINGER
 HC0950  USGS QUAD   -  GLENALLEN (1980)
 HC0950
 HC0950                         *CURRENT SURVEY CONTROL
 HC0950  ___________________________________________________________________
 HC0950* NAD 83(1997)-  37 16 57.35414(N)    090 03 55.62856(W)     ADJUSTED  
 HC0950* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 HC0950  ___________________________________________________________________
 HC0950  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 HC0950  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HC0950
 HC0950  HORZ ORDER  -  SECOND
 HC0950
 HC0950.The horizontal coordinates were established by classical geodetic methods
 HC0950.and adjusted by the National Geodetic Survey in February 2000..
 HC0950
 HC0950.The orthometric height was scaled from a topographic map.
 HC0950
 HC0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0950
 HC0950.The geoid height was determined by GEOID03.
 HC0950
 HC0950;                    North         East     Units Scale Factor Converg.
 HC0950;SPC MO E     -   160,901.858   288,533.722   MT  0.99995162   +0 15 47.6
 HC0950;UTM  15      - 4,130,260.491   760,165.567   MT  1.00043386   +1 46 42.9
 HC0950;UTM  16      - 4,130,629.013   228,226.020   MT  1.00050995   -1 51 28.9
 HC0950
 HC0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0950!SPC MO E     -   0.99996762  x   0.99995162  =   0.99991924
 HC0950!UTM  15      -   0.99996762  x   1.00043386  =   1.00040147
 HC0950!UTM  16      -   0.99996762  x   1.00050995  =   1.00047756
 HC0950
 HC0950                          SUPERSEDED SURVEY CONTROL
 HC0950
 HC0950  NAD 83(1997)-  37 16 57.35887(N)    090 03 55.62839(W) AD(       ) 2
 HC0950  NAD 83(1986)-  37 16 57.36666(N)    090 03 55.62799(W) AD(       ) 2
 HC0950  NAD 27      -  37 16 57.17560(N)    090 03 55.25340(W) AD(       ) 2
 HC0950
 HC0950.Superseded values are not recommended for survey control.
 HC0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0950.See file dsdata.txt to determine how the superseded data were derived.
 HC0950
 HC0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB6016630260(NAD 83)
 HC0950_MARKER: DB = BENCH MARK DISK
 HC0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0950+STABILITY: SURFACE MOTION
 HC0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0950+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 HC0950
 HC0950  HISTORY     - Date     Condition        Report By
 HC0950  HISTORY     - 1963     MONUMENTED       USGS
 HC0950  HISTORY     - 20020907 GOOD             USACE
 HC0950
 HC0950                          STATION DESCRIPTION
 HC0950
 HC0950'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 HC0950'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 HC0950'A 6 X 6 INCH CONCRETE POST, SET NEAR THE APPROXIMATE CENTER
 HC0950'OF THE GRASSY LOOKOUT TOWER.  THE MONUMENT IS FLUSH AND
 HC0950'THE DISK IS STAMPED ET NAW 6 1962.  THE BENCH MARK IS LOCATED
 HC0950'ABOUT 12 MILES SOUTHEAST OF MARQUAND, 3 MILES SOUTHWEST OF
 HC0950'GLENALLEN, IN THE SOUTHWEST 1/4 OF SEC. 9, T-30-N, R-9-E,
 HC0950'ON PROPERTY OF THE STATE.
 HC0950'
 HC0950'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 34 AND COUNTY
 HC0950'ROAD ZZ, ABOUT 0.2 MILE SOUTH OF THE BUSINESS DISTRICT OF
 HC0950'GLENALLEN, GO WEST ON HIGHWAY 34 FOR 4.2 MILES TO A SIDE
 HC0950'ROAD LEFT AND A SIGN GRASSY LOOKOUT TOWER 1-1/2 MILES.  TURN
 HC0950'LEFT AND GO SOUTHEAST ON A GRAVELED ROAD FOR 1.5 MILES TO
 HC0950'THE TOWER ON THE LEFT AND BENCH MARK.
 HC0950'
 HC0950'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HC0950'GRASSY THE DISTANCE BEING 128.372 FEET AND 39.1280 METERS.
 HC0950
 HC0950                          STATION RECOVERY (2002)
 HC0950
 HC0950'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0950'N EDGE OF DISK HAS BEEN CHIPPED. BUT ELEVATION SHOULD HOLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0944 ***********************************************************************
 GF0944  CBN         -  This is a Cooperative Base Network Control Station.
 GF0944  PACS        -  This is a Primary Airport Control Station.
 GF0944  DESIGNATION -  ETHRIDGE
 GF0944  PID         -  GF0944
 GF0944  STATE/COUNTY-  MO/LAWRENCE
 GF0944  USGS QUAD   -  AURORA (1974)
 GF0944
 GF0944                         *CURRENT SURVEY CONTROL
 GF0944  ___________________________________________________________________
 GF0944* NAD 83(1997)-  36 57 44.21435(N)    093 41 40.24771(W)     ADJUSTED  
 GF0944* NAVD 88     -       435.567  (meters)    1429.02   (feet)  ADJUSTED  
 GF0944  ___________________________________________________________________
 GF0944  X           -    -328,810.145 (meters)                     COMP
 GF0944  Y           -  -5,092,231.234 (meters)                     COMP
 GF0944  Z           -   3,814,293.803 (meters)                     COMP
 GF0944  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GF0944  ELLIP HEIGHT-         406.55  (meters)          (03/31/98) GPS OBS
 GF0944  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GF0944  DYNAMIC HT  -         435.198 (meters)    1427.81  (feet)  COMP
 GF0944  MODELED GRAV-     979,769.8   (mgal)                       NAVD 88
 GF0944
 GF0944  HORZ ORDER  -  B
 GF0944  VERT ORDER  -  FIRST     CLASS II
 GF0944  ELLP ORDER  -  THIRD     CLASS I
 GF0944
 GF0944.This mark is at Aurora Mem Municipal Airport (2H2)
 GF0944
 GF0944.The horizontal coordinates were established by GPS observations
 GF0944.and adjusted by the National Geodetic Survey in March 1998..
 GF0944
 GF0944.The orthometric height was determined by differential leveling
 GF0944.and adjusted by the National Geodetic Survey in June 1991..
 GF0944
 GF0944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0944
 GF0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0944
 GF0944.The ellipsoidal height was determined by GPS observations
 GF0944.and is referenced to NAD 83.
 GF0944
 GF0944.The geoid height was determined by GEOID03.
 GF0944
 GF0944.The dynamic height is computed by dividing the NAVD 88
 GF0944.geopotential number by the normal gravity value computed on the
 GF0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0944.degrees latitude (g = 980.6199 gals.).
 GF0944
 GF0944.The modeled gravity was interpolated from observed gravity values.
 GF0944
 GF0944;                    North         East     Units Scale Factor Converg.
 GF0944;SPC MO W     -    88,587.001   921,729.562   MT  1.00000454   +0 29 03.7
 GF0944;UTM  15      - 4,090,913.494   438,174.009   MT  0.99964709   -0 25 03.4
 GF0944
 GF0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0944!SPC MO W     -   0.99993620  x   1.00000454  =   0.99994074
 GF0944!UTM  15      -   0.99993620  x   0.99964709  =   0.99958332
 GF0944
 GF0944|---------------------------------------------------------------------|
 GF0944| PID    Reference Object                     Distance      Geod. Az  |
 GF0944|                                                           dddmmss.s |
 GF0944| GF0945 ETHRIDGE AZ MK                      377.837 METERS 17326     |
 GF0944|---------------------------------------------------------------------|
 GF0944
 GF0944                          SUPERSEDED SURVEY CONTROL
 GF0944
 GF0944  NAD 83(1997)-  36 57 44.22760(N)    093 41 40.25261(W) AD(       ) 3
 GF0944  NAD 83(1986)-  36 57 44.23052(N)    093 41 40.25345(W) AD(       ) 3
 GF0944  NAVD 88 (03/31/98)  435.57   (m)         1429.0    (f) LEVELING    3  
 GF0944  NGVD 29 (10/05/93)  435.394  (m)         1428.46   (f) ADJUSTED    1 2
 GF0944
 GF0944.Superseded values are not recommended for survey control.
 GF0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0944.See file dsdata.txt to determine how the superseded data were derived.
 GF0944
 GF0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3817490913(NAD 83)
 GF0944_MARKER: I = METAL ROD
 GF0944_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GF0944_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GF0944_STAMPING: ETHRIDGE 1989
 GF0944_MARK LOGO: NGS   
 GF0944_PROJECTION: PROJECTING 10 CENTIMETERS
 GF0944_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0944+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 GF0944_ROD/PIPE-DEPTH: 2.9  meters
 GF0944_SLEEVE-DEPTH  : 0.9 meters
 GF0944
 GF0944  HISTORY     - Date     Condition        Report By
 GF0944  HISTORY     - 1989     MONUMENTED       NGS
 GF0944  HISTORY     - 19891125 GOOD             NGS
 GF0944  HISTORY     - 19900109 GOOD
 GF0944  HISTORY     - 19970220 GOOD             NGS
 GF0944  HISTORY     - 20040904 GOOD             MODNR
 GF0944
 GF0944                          STATION DESCRIPTION
 GF0944
 GF0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0944'THE STATION IS LOCATED ABOUT 38.7 KM (24.05 MI) SOUTHWEST OF
 GF0944'SPRINGFIELD, ON THE WEST SIDE OF THE WIND SOCK, AT THE AURORA
 GF0944'MEMORIAL MUNICIPAL AIRPORT, NEAR THE EAST-SOUTHEAST CORNER OF AURORA.
 GF0944'OWNERSHIP-CITY OF AURORA, CITY HALL AURORA, MO. 65605.  AIRPORT
 GF0944'MANAGER IS DENNIS GOLD, PHONE, 417-678-5121 OR 678-3000.
 GF0944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GF0944'HIGHWAY 39 NEAR THE SOUTH EDGE OF AURORA, GO NORTHEASTERLY ON U.S.
 GF0944'HIGHWAY 60 FOR 3.4 KM (2.11 MI) TO THE JUNCTION OF BUSINESS ROUTE
 GF0944'60 ON THE LEFT, TURN LEFT, NORTHWESTERLY ON BUSINESS ROUTE 60 FOR
 GF0944'0.80 KM (0.50 MI) TO A PAVED ROAD ON THE LEFT, TURN LEFT, WEST ON THE
 GF0944'PAVED ROAD, FOR 0.24 KM (0.15 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 GF0944'LEFT AT A SIGN (GOLD AVIATION), TURN LEFT, SOUTH ON THE AIRPORT
 GF0944'ENTRANCE ROAD FOR 0.48 KM (0.30 MI) TO THE APRON, TURN LEFT SOUTH ON
 GF0944'THE TAXIWAY ON THE WEST SIDE OF THE HANGERS TO ITS END, CONTINUE
 GF0944'SOUTH ONTO THE OPEN FIELD TO THE WIND SOCK AND THE STATION LOCATED ON
 GF0944'THE WEST SIDE OF THE WIND SOCK.
 GF0944'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GF0944'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP,
 GF0944'LOCATED 59.6 M (195.54 FT) NORTHWEST OF THE WOODEN POST SUPPORTING
 GF0944'THE AIRPORT BEACON, 55.5 M (182.09 FT) SOUTHWEST OF THE SOUTHWEST
 GF0944'CORNER OF THE PAVED END OF THE TAXIWAY ON THE WEST SIDE OF THE OPEN
 GF0944'HANGERS, 4.7 M (15.42 FT) WEST OF THE METAL POST SUPPORTING THE WIND
 GF0944'SOCK, 1.8 M (5.91 FT) WEST OF A FIBERGLASS WITNESS POST.
 GF0944
 GF0944                          STATION RECOVERY (1989)
 GF0944
 GF0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0944'THE STATION IS LOCATED ABOUT 38.7 KM (24.05 MI) SOUTHWEST OF
 GF0944'SPRINGFIELD, ON THE WEST SIDE OF THE WIND SOCK, AT THE AURORA MEMORIAL
 GF0944'MUNICIPAL AIRPORT, NEAR THE EAST-SOUTHEAST CORNER OF AURORA.
 GF0944'OWNERSHIP-CITY OF AURORA, CITY HALL AURORA, MO. 65605.  AIRPORT
 GF0944'MANAGER IS DENNIS GOLD, PHONE, 417-678-5121 OR 678-3000.
 GF0944'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 60 AND STATE
 GF0944'HIGHWAY 39 NEAR THE SOUTH EDGE OF AURORA, GO NORTHEASTERLY ON
 GF0944'U.S.HIGHWAY 60 FOR 3.4 KM (2.10 MI) TO THE JUNCTION OF BUSINESS ROUTE
 GF0944'60 ON THE LEFT, TURN LEFT, NORTHWESTERLY ON BUSINESS ROUTE 60 FOR 0.80
 GF0944'KM (0.50 MI) TO A PAVED ROAD ON THE LEFT, TURN LEFT, WEST ON THE PAVED
 GF0944'ROAD, FOR 0.24 KM (0.15 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT
 GF0944'AT A SIGN (GOLD AVIATION), TURN LEFT, SOUTH ON THE AIRPORT ENTRANCE
 GF0944'ROAD FOR 0.48 KM (0.30 MI) TO THE APRON, TURN LEFT SOUTH ON THE
 GF0944'TAXIWAY ON THE WEST SIDE OF THE HANGERS TO ITS END, CONTINUE SOUTH
 GF0944'ONTO THE OPEN FIELD TO THE WIND SOCK AND THE STATION LOCATED ON THE
 GF0944'WEST SIDE OF THE WIND SOCK.
 GF0944'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GF0944'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, LOCATED
 GF0944'59.6 M (195.5 FT) NORTHWEST OF THE WOODEN POST SUPPORTING THE AIRPORT
 GF0944'BEACON, 55.5 M (182.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GF0944'PAVED END OF THE TAXIWAY ON THE WEST SIDE OF THE OPEN HANGERS, 4.7 M
 GF0944'(15.4 FT) WEST OF THE METAL POST SUPPORTING THE WIND SOCK, 1.8 M
 GF0944'(5.9 FT) WEST OF A FIBERGLASS WITNESS POST.
 GF0944'DESCRIBED BY M.L.M.
 GF0944
 GF0944                          STATION RECOVERY (1990)
 GF0944
 GF0944'RECOVERED 1990
 GF0944'RECOVERED IN GOOD CONDITION.
 GF0944
 GF0944                          STATION RECOVERY (1997)
 GF0944
 GF0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GF0944'THE STATION IS LOCATED ABOUT 38.7 KM (24.05 MI) SOUTHWEST OF
 GF0944'SPRINGFIELD, MO., ON THE EAST-SOUTHEAST EDGE OF AURORA, MO., AT THE
 GF0944'AURORA MEMORIAL MUNICIPAL AIRPORT (2H2) , NEAR THE CENTER OF THE
 GF0944'AIRPORT, WEST OF A TAXIWAY AND THE LAST HANGAR TO THE SOUTH, IN THE
 GF0944'GRASS AREA JUST INSIDE THE EAST EDGE OF THE SEGMENTED CIRCLE, AT THE
 GF0944'WINDSOCK.  OWNERSHIP--CITY OF AURORA, CITY HALL AURORA, MO.  65605.
 GF0944'AURORA MEMORIAL MUNICIPAL AIRPORT, 1526 EAST HIGHLAND, AURORA, MO.
 GF0944'65605.  CONTACT AIRPORT MANAGER ROGER BROWN, PHONE 417-678-3000.  OR
 GF0944'CITY MANAGER KEN HAMMER, PHONE 417-678-5128.  NOTE--THIS STATION IS
 GF0944'THE PRIMARY AIRPORT CONTROL (PAC) STATION.  TO REACH THE STATION FROM
 GF0944'THE JUNCTION OF U.S.  HIGHWAY 60 AND BUSINESS ROUTE 60 ON THE
 GF0944'EAST-SOUTHEAST EDGE OF AURORA, GO NORTHWEST, 0.8 KM (0.50 MI) ALONG
 GF0944'BUSINESS 60 TO A PAVED ROAD LEFT (EAST HIGHLAND ST.) .  TURN LEFT,
 GF0944'WEST, 0.24 KM (0.15 MI) ALONG THE STREET TO THE AIRPORT ENTRANCE ROAD
 GF0944'ON THE LEFT.  TURN LEFT, SOUTHERLY, 0.48 KM (0.30 MI) ALONG THE
 GF0944'ENTRANCE ROAD TO THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE SOUTHERLY,
 GF0944'0.08 KM (0.05 MI) AROUND OFFICE AND HANGAR TO THE APRON. TURN LEFT,
 GF0944'SOUTH 0.2 KM (0.10 MI) ALONG THE TAXIWAY IN FRONT OF THE HANGARS TO
 GF0944'THE WINDSOCK ON THE RIGHT, AND THE STATION JUST INSIDE THE SEGMENTED
 GF0944'CIRCLE.  THE STATION IS 11.4 M (37.4 FT) WEST OF THE TAXIWAY CENTER,
 GF0944'10.8 M (35.4 FT) EAST-NORTHEAST OF THE METAL WINDSOCK POLE, 0.3 M (1.0
 GF0944'FT) SOUTH OF A SHORT WITNESS POST, AND THE STATION IS ABOUT 0.6 M (2.0
 GF0944'FT) ABOVE THE TAXIWAY CENTER AND PROJECTING ABOUT 0.1 M (0.3 FT) ABOVE
 GF0944'THE GROUND SURFACE.  BY R.G.  HAYES. NOTE--ACCESS TO THE DATUM POINT
 GF0944'IS THROUGH A 5-INCH LOGO CAP.
 GF0944
 GF0944                          STATION RECOVERY (2004)
 GF0944
 GF0944'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 GF0944'04 SEPTEMBER 2004 RECOVERED THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0945 ***********************************************************************
 GF0945  SACS        -  This is a Secondary Airport Control Station.
 GF0945  DESIGNATION -  ETHRIDGE AZ MK
 GF0945  PID         -  GF0945
 GF0945  STATE/COUNTY-  MO/LAWRENCE
 GF0945  USGS QUAD   -  AURORA (1974)
 GF0945
 GF0945                         *CURRENT SURVEY CONTROL
 GF0945  ___________________________________________________________________
 GF0945* NAD 83(1997)-  36 57 32.03814(N)    093 41 38.50002(W)     ADJUSTED  
 GF0945* NAVD 88     -       434.952  (meters)    1427.01   (feet)  ADJUSTED  
 GF0945  ___________________________________________________________________
 GF0945  X           -    -328,781.507 (meters)                     COMP
 GF0945  Y           -  -5,092,458.751 (meters)                     COMP
 GF0945  Z           -   3,813,993.478 (meters)                     COMP
 GF0945  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 GF0945  ELLIP HEIGHT-         405.92  (meters)          (02/17/00) GPS OBS
 GF0945  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GF0945  DYNAMIC HT  -         434.583 (meters)    1425.79  (feet)  COMP
 GF0945  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GF0945
 GF0945  HORZ ORDER  -  THIRD
 GF0945  VERT ORDER  -  FIRST     CLASS II
 GF0945  ELLP ORDER  -  FOURTH    CLASS I
 GF0945
 GF0945.This mark is at Aurora Mem Municipal Airport (2H2)
 GF0945
 GF0945.The horizontal coordinates were established by GPS observations
 GF0945.and adjusted by the National Geodetic Survey in February 2000..
 GF0945.No horizontal observational check was made to the station.
 GF0945
 GF0945.The orthometric height was determined by differential leveling
 GF0945.and adjusted by the National Geodetic Survey in June 1991..
 GF0945
 GF0945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0945
 GF0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0945
 GF0945.The ellipsoidal height was determined by GPS observations
 GF0945.and is referenced to NAD 83.
 GF0945
 GF0945.The geoid height was determined by GEOID03.
 GF0945
 GF0945.The dynamic height is computed by dividing the NAVD 88
 GF0945.geopotential number by the normal gravity value computed on the
 GF0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0945.degrees latitude (g = 980.6199 gals.).
 GF0945
 GF0945.The modeled gravity was interpolated from observed gravity values.
 GF0945
 GF0945;                    North         East     Units Scale Factor Converg.
 GF0945;SPC MO W     -    88,212.023   921,775.970   MT  1.00000462   +0 29 04.6
 GF0945;UTM  15      - 4,090,537.967   438,214.493   MT  0.99964703   -0 25 02.3
 GF0945
 GF0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0945!SPC MO W     -   0.99993630  x   1.00000462  =   0.99994092
 GF0945!UTM  15      -   0.99993630  x   0.99964703  =   0.99958335
 GF0945
 GF0945|---------------------------------------------------------------------|
 GF0945| PID    Reference Object                     Distance      Geod. Az  |
 GF0945|                                                           dddmmss.s |
 GF0945| GF0944 ETHRIDGE                            377.837 METERS 35326     |
 GF0945|---------------------------------------------------------------------|
 GF0945
 GF0945                          SUPERSEDED SURVEY CONTROL
 GF0945
 GF0945  NAD 83(1997)-  36 57 32.03814(N)    093 41 38.50002(W) AD(       ) 3
 GF0945  NAD 83(1997)-  36 57 32.03814(N)    093 41 38.50002(W) AD(       ) 3
 GF0945  NAD 83(1997)-  36 57 32.05139(N)    093 41 38.50492(W) AD(       ) 3
 GF0945  NAD 83(1986)-  36 57 32.05430(N)    093 41 38.50576(W) AD(       ) 3
 GF0945  NGVD 29 (10/05/93)  434.779  (m)         1426.44   (f) ADJUSTED    1 2
 GF0945
 GF0945.Superseded values are not recommended for survey control.
 GF0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0945.See file dsdata.txt to determine how the superseded data were derived.
 GF0945
 GF0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3821490538(NAD 83)
 GF0945_MARKER: I = METAL ROD
 GF0945_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GF0945_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GF0945_STAMPING: ETHRIDGE AZ MK 1989
 GF0945_MARK LOGO: NGS   
 GF0945_PROJECTION: FLUSH
 GF0945_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0945+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1996
 GF0945_ROD/PIPE-DEPTH: 3.4  meters
 GF0945_SLEEVE-DEPTH  : 0.9 meters
 GF0945
 GF0945  HISTORY     - Date     Condition        Report By
 GF0945  HISTORY     - 1989     MONUMENTED       NGS
 GF0945  HISTORY     - 19891125 GOOD             NGS
 GF0945  HISTORY     - 19900111 GOOD
 GF0945  HISTORY     - 19961107 GOOD             NGS
 GF0945
 GF0945                          STATION DESCRIPTION
 GF0945
 GF0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0945'THE STATION IS LOCATED ABOUT 38.7 KM (24.05 MI) SOUTHWEST OF
 GF0945'SPRINGFIELD, ON THE WEST SIDE OF BARBED WIRE FENCE NORTHEAST OF THE
 GF0945'TURN-AROUND OF RUNWAY 36, AT THE AURORA MEMORIAL MUNICIPAL AIRPORT,
 GF0945'NEAR THE EAST-SOUTHEAST CORNER OF AURORA.  OWNERSHIP-CITY OF AURORA,
 GF0945'CITY HALL AURORA, MO. 65605.  AIRPORT MANAGER IS DENNIS GOLD, PHONE,
 GF0945'417-678-5121 OR 678-3000.
 GF0945'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GF0945'HIGHWAY 39 NEAR THE SOUTH EDGE OF AURORA, GO NORTHEASTERLY ON U.S.
 GF0945'HIGHWAY 60 FOR 3.4 KM (2.11 MI) TO THE JUNCTION OF BUSINESS ROUTE
 GF0945'60 ON THE LEFT, TURN LEFT, NORTHWESTERLY ON BUSINESS ROUTE 60 FOR
 GF0945'0.80 KM (0.50 MI) TO A PAVED ROAD ON THE LEFT, TURN LEFT, WEST ON THE
 GF0945'PAVED ROAD, FOR 0.24 KM (0.15 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 GF0945'LEFT AT A SIGN (GOLD AVIATION), TURN LEFT, SOUTH ON THE AIRPORT
 GF0945'ENTRANCE ROAD FOR 0.48 KM (0.30 MI) TO THE APRON, TURN LEFT SOUTH ON
 GF0945'THE TAXIWAY ON THE EAST SIDE OF THE HANGERS TO ITS END, CONTINUE
 GF0945'SOUTH ONTO THE OPEN FIELD FOR 0.45 KM (0.28 MI) ALONG A BARBED WIRE
 GF0945'FENCE LINE TO THE STATION ON THE WEST SIDE OF THE FENCE.
 GF0945'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GF0945'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP,
 GF0945'LOCATED ABOUT 0.2 KM (0.12 MI) EAST OF THE RUNWAY, 15.1 M (49.54 FT)
 GF0945'SOUTH OF A 6-INCH CEDAR TREE, 0.6 M (1.97 FT) WEST OF A FENCE POST AND
 GF0945'0.2 M (0.66 FT) WEST OF A FIBERGLASS WITNESS POST.
 GF0945'DESCRIBED BY M.L.M.
 GF0945
 GF0945                          STATION RECOVERY (1989)
 GF0945
 GF0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0945'THE STATION IS LOCATED ABOUT 38.7 KM (24.05 MI) SOUTHWEST OF
 GF0945'SPRINGFIELD, ON THE WEST SIDE OF BARBED WIRE FENCE NORTHEAST OF THE
 GF0945'TURN-AROUND OF RUNWAY 36, AT THE AURORA MEMORIAL MUNICIPAL AIRPORT,
 GF0945'NEAR THE EAST-SOUTHEAST CORNER OF AURORA.  OWNERSHIP-CITY OF AURORA,
 GF0945'CITY HALL AURORA, MO. 65605.  AIRPORT MANAGER IS DENNIS GOLD, PHONE,
 GF0945'417-678-5121 OR 678-3000.
 GF0945'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 60 AND STATE
 GF0945'HIGHWAY 39 NEAR THE SOUTH EDGE OF AURORA, GO NORTHEASTERLY ON
 GF0945'U.S.HIGHWAY 60 FOR 3.4 KM (2.10 MI) TO THE JUNCTION OF BUSINESS ROUTE
 GF0945'60 ON THE LEFT, TURN LEFT, NORTHWESTERLY ON BUSINESS ROUTE 60 FOR 0.80
 GF0945'KM (0.50 MI) TO A PAVED ROAD ON THE LEFT, TURN LEFT, WEST ON THE PAVED
 GF0945'ROAD, FOR 0.24 KM (0.15 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT
 GF0945'AT A SIGN (GOLD AVIATION), TURN LEFT, SOUTH ON THE AIRPORT ENTRANCE
 GF0945'ROAD FOR 0.48 KM (0.30 MI) TO THE APRON, TURN LEFT SOUTH ON THE
 GF0945'TAXIWAY ON THE EAST SIDE OF THE HANGERS TO ITS END, CONTINUE SOUTH
 GF0945'ONTO THE OPEN FIELD FOR 0.45 KM (0.30 MI) ALONG A BARBED WIRE FENCE
 GF0945'LINE TO THE STATION ON THE WEST SIDE OF THE FENCE.
 GF0945'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GF0945'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, LOCATED
 GF0945'ABOUT 0.2 KM (0.10 MI) EAST OF THE RUNWAY, 15.1 M (49.5 FT) SOUTH OF A
 GF0945'6-INCH CEDAR TREE, 0.6 M (2.0 FT) WEST OF A FENCE POST AND 0.2 M
 GF0945'(0.7 FT) WEST OF A FIBERGLASS WITNESS POST.
 GF0945'DESCRIBED BY M.L.M.
 GF0945
 GF0945                          STATION RECOVERY (1990)
 GF0945
 GF0945'RECOVERED 1990
 GF0945'RECOVERED IN GOOD CONDITION.
 GF0945
 GF0945                          STATION RECOVERY (1996)
 GF0945
 GF0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 GF0945'THE STATION IS LOCATED ABOUT 38.7 KM (24.05 MI) SOUTHWEST OF
 GF0945'SPRINGFIELD, MO., ON THE EAST-SOUTHEAST EDGE OF AURORA, MO., AT THE
 GF0945'AURORA MEMORIAL MUNICIPAL AIRPORT (2H2) , ALONG THE EAST PERIMETER
 GF0945'FENCE, NEAR RUNWAY END 36, ON THE WEST SIDE OF THE FENCE, IN THE GRASS
 GF0945'JUST NORTH OF A WOODED AREA.  OWNERSHIP--CITY OF AURORA, CITY HALL
 GF0945'AURORA, MO.  65605.  AURORA MEMORIAL MUNICIPAL AIRPORT 1526 EAST
 GF0945'HIGHLAND, AURORA, MO.  65605.  AIRPORT MANAGER IS ROGER BROWN, PHONE
 GF0945'417-678-3000.  CITY MANAGER IS KEN HAMMER, PHONE 417-678-5128.
 GF0945'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) . TO
 GF0945'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 60 AND BUSINESS
 GF0945'ROUTE 60 ON THE EAST-SOUTHEAST EDGE OF AURORA, GO NORTHWEST, 0.8 KM
 GF0945'(0.50 MI) ALONG BUSINESS 60 TO A PAVED ROAD LEFT (EAST HIGHLAND ST.) .
 GF0945'TURN LEFT, WEST, 0.24 KM (0.15 MI) ALONG THE STREET TO THE AIRPORT
 GF0945'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTHERLY, 0.48 KM (0.30 MI)
 GF0945'ALONG THE ENTRANCE ROAD TO THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE
 GF0945'SOUTHERLY, 0.08 KM (0.05 MI) AROUND OFFICE AND HANGAR TO THE APRON.
 GF0945'TURN LEFT, SOUTH, 0.2 KM (0.10 MI) ALONG THE TAXI IN FRONT OF THE
 GF0945'HANGARS TO THE WINDSOCK ON THE RIGHT.  CONTINUE SOUTH, 0.4 KM (0.25
 GF0945'MI) PAST THE END OF THE ASPHALT AND ALONG THE GRASS TO THE STATION ON
 GF0945'THE LEFT, AT THE PERIMETER FENCE.  STATION IS ABOUT 0.2 KM (0.10 MI)
 GF0945'EAST OF THE RUNWAY CENTER, 15.1 M (49.5 FT) SOUTH OF A 6-INCH CEDAR
 GF0945'TREE, 0.6 M (2.0 FT) WEST OF A FENCE POST, 0.2 M (0.7 FT) WEST OF A
 GF0945'WITNESS POST, AND THE STATION IS ABOUT 2.0 M (6.6 FT) ABOVE THE RUNWAY
 GF0945'LEVEL AND FLUSH WITH THE GROUND SURFACE. BY R.G.  HAYES  NOTE--ACCESS
 GF0945'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2550 ***********************************************************************
 JD2550  DESIGNATION -  ETTERVILLE
 JD2550  PID         -  JD2550
 JD2550  STATE/COUNTY-  MO/MILLER
 JD2550  USGS QUAD   -  EUGENE (1987)
 JD2550
 JD2550                         *CURRENT SURVEY CONTROL
 JD2550  ___________________________________________________________________
 JD2550* NAD 83(1997)-  38 22 00.25640(N)    092 28 27.94556(W)     ADJUSTED  
 JD2550* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 JD2550  ___________________________________________________________________
 JD2550  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 JD2550  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JD2550
 JD2550  HORZ ORDER  -  SECOND
 JD2550
 JD2550.The horizontal coordinates were established by classical geodetic methods
 JD2550.and adjusted by the National Geodetic Survey in February 2000..
 JD2550
 JD2550.The orthometric height was scaled from a topographic map.
 JD2550
 JD2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2550
 JD2550.The geoid height was determined by GEOID03.
 JD2550
 JD2550;                    North         East     Units Scale Factor Converg.
 JD2550;SPC MO C     -   281,137.711   502,234.556   MT  0.99993339   +0 00 57.1
 JD2550;UTM  15      - 4,246,637.331   545,913.108   MT  0.99962596   +0 19 34.4
 JD2550
 JD2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2550!SPC MO C     -   0.99996203  x   0.99993339  =   0.99989543
 JD2550!UTM  15      -   0.99996203  x   0.99962596  =   0.99958801
 JD2550
 JD2550|---------------------------------------------------------------------|
 JD2550| PID    Reference Object                     Distance      Geod. Az  |
 JD2550|                                                           dddmmss.s |
 JD2550| CN6816 ETTERVILLE RM 1                      24.841 METERS 01555     |
 JD2550| CN6817 ETTERVILLE RM 2                      24.030 METERS 20409     |
 JD2550| CN6814 ETTERVILLE AZ MK                                   2713929.2 |
 JD2550| CN6815 ETTERVILLE AZ MK 2                                 2714525.2 |
 JD2550| CN6818 ETTERVILLE RM 3                                    2731428.6 |
 JD2550|---------------------------------------------------------------------|
 JD2550
 JD2550                          SUPERSEDED SURVEY CONTROL
 JD2550
 JD2550  NAD 83(1986)-  38 22 00.26852(N)    092 28 27.94705(W) AD(       ) 2
 JD2550  NAD 27      -  38 22 00.15200(N)    092 28 27.28200(W) AD(       ) 2
 JD2550
 JD2550.Superseded values are not recommended for survey control.
 JD2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2550.See file dsdata.txt to determine how the superseded data were derived.
 JD2550
 JD2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC4591346637(NAD 83)
 JD2550_MARKER: DS = TRIANGULATION STATION DISK
 JD2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2550
 JD2550  HISTORY     - Date     Condition        Report By
 JD2550  HISTORY     - 1947     MONUMENTED       CGS
 JD2550  HISTORY     - 1972     GOOD             NGS
 JD2550  HISTORY     - 1973     GOOD             NGS
 JD2550
 JD2550                          STATION DESCRIPTION
 JD2550
 JD2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2550'THE STATION IS LOCATED ON THE WEST EDGE OF THE SCHOOL GROUNDS IN
 JD2550'THE VILLAGE OF ETTERVILLE ALONG U.S. HIGHWAY 64 ABOUT 6 MILES
 JD2550'EAST OF ELDON.  IT IS ABOUT 155 FEET SOUTH OF A POWER POLE
 JD2550'AT 90 DEGREE TURN IN POWER LINE, ABOUT 120 FEET WEST OF THE
 JD2550'SOUTHWEST CORNER OF THE SCHOOL BUILDING AND 3 FEET EAST OF A
 JD2550'FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 JD2550'IS STAMPED ETTERVILLE 1947.
 JD2550'
 JD2550'REFERENCE MARK NO. 1 IS 81.56 FEET NORTH-NORTHEAST OF THE STATION
 JD2550'AND 70 FEET SOUTH OF A POWER POLE AT 90 DEGREE TURN IN POWER
 JD2550'LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 JD2550'STAMPED ETTERVILLE NO 1 1947.
 JD2550'
 JD2550'REFERENCE MARK NO. 2 IS 78.84 FEET SOUTH-SOUTHWEST OF THE STATION
 JD2550'AND 4 FEET EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT 6
 JD2550'INCHES AND THE DISK IS STAMPED ETTERVILLE NO 2 1947.
 JD2550'
 JD2550'THE AZIMUTH MARK IS ABOUT 1.6 MILES WEST OF THE STATION, 36 FEET
 JD2550'NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 54, 33 FEET
 JD2550'EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 16 FEET
 JD2550'EAST OF A TELEPHONE POLE AND 3 FEET SOUTH OF A WHITE WITNESS
 JD2550'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 JD2550'STAMPED ETTERVILLE 1947.
 JD2550'
 JD2550'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE ROUTE
 JD2550'52 IN ELDON GO EAST ON U.S. HIGHWAY 54 FOR 4.75 MILES TO
 JD2550'GRAVELED ROAD LEFT AND AZIMUTH MARK ON LEFT AS DESCRIBED.  TO
 JD2550'REACH THE STATION FROM THE AZIMUTH MARK CONTINUE EAST ON U.S.
 JD2550'HIGHWAY 54 FOR 1.85 MILES TO GRAVELED ROAD FORK RIGHT AT BRICK
 JD2550'SERVICE STATION IN ETTERVILLE.  FOLLOW GRAVELED ROAD FOR 0.15
 JD2550'MILE TO RAILROAD CROSSING.  CROSS TRACKS, TURN RIGHT AND GO
 JD2550'0.25 MILE TO SCHOOL GROUNDS AND STATION WEST OF THE SCHOOL
 JD2550'BUILDING AS DESCRIBED.
 JD2550'
 JD2550'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2550
 JD2550                          STATION RECOVERY (1972)
 JD2550
 JD2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JD2550'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JD2550'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TILTED
 JD2550'AND COVERED WITH DIRT AND IT IS BELIEVED THIS MARK WAS TILTED
 JD2550'WHEN A DITCH WAS DUG FOR AN UNDERGROUND CABLE.  THE AZIMUTH
 JD2550'MARK WAS RESET THIS DATE.  THE DISTANCES AND DIRECTIONS TO THE
 JD2550'REFERENCE MARKS COMPARED GOOD WITH THE PREVIOUS DATA.  THE
 JD2550'MARKS ARE AS PREVIOUSLY DESCRIBED WITH THE EXCEPTION OF THE
 JD2550'SCHOOL BUILDING IS NOW USED AS A CHURCH BUILDING.
 JD2550'
 JD2550'FOLLOWING ARE NOTES FOR THE AZIMUTH MARK AND A DESCRIPTION
 JD2550'OF A NEW ROUTE TO REACH THE STATION.
 JD2550'
 JD2550'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87
 JD2550'AND U.S. HIGHWAY 54 ABOUT 1 MILE EAST OF ELDON, GO EAST ON
 JD2550'HIGHWAY 54 FOR 2.5 MILES TO MT PLEASANT CHRISTIAN CHURCH AND
 JD2550'TRIANGULATION STATION MT PLEASANT ON THE RIGHT.  CONTINUE EAST
 JD2550'ON HIGHWAY 54 FOR 1.25 MILE TO A CROSSROAD AND THE AZIMUTH
 JD2550'MARK ON THE LEFT IN THE NORTHEAST ANGLE OF THE CROSSROAD.
 JD2550'CONTINUE EAST ON HIGHWAY 54 FOR 1.85 MILE TO THE ETTERVILLE POST
 JD2550'OFFICE ON THE LEFT AND A ROAD FORK.  TAKE THE LEFT FORK, A
 JD2550'GRAVELED ROAD AND GO EASTERLY FOR 0.15 MILE TO A CROSSROAD.
 JD2550'TURN RIGHT AND GO SOUTH, CROSS RAILROAD TRACKS FOR 0.05 MILE TO
 JD2550'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON
 JD2550'A GRAVELED ROAD FOR 0.3 MILE TO THE CHURCH ON THE RIGHT AND
 JD2550'THE STATION AS PREVIOUSLY DESCRIBED.
 JD2550'
 JD2550'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ETTERVILLE 1947
 JD2550'1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 JD2550'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET
 JD2550'NORTH OF THE CENTER OF HIGHWAY 54, 31 FEET EAST OF THE CENTER
 JD2550'OF A GRAVELED ROAD, 15 FEET EAST OF A POWER POLE AND A TELEPHONE
 JD2550'JUNCTION BOX AND 1.3 FEET EAST OF A METAL WITNESS POST.
 JD2550'
 JD2550'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2550'WEST EDGE OF ETTERVILLE.
 JD2550
 JD2550                          STATION RECOVERY (1973)
 JD2550
 JD2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JD2550'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AND AS
 JD2550'PREVIOUSLY DESCRIBED.  DUE TO ROAD CONSTRUCTION ON U.S. HIGHWAY
 JD2550'54 THE AZIMUTH MARK HAD TO BE MOVED, HOWEVER THIS AZIMUTH MARK
 JD2550'WAS RESET NEAR ITS ORIGINAL POSITION IN 1972.  REFERENCE MARK 3
 JD2550'WAS ESTABLISHED FOR THE AZIMUTH MARK THIS DATE.  FOLLOWING
 JD2550'IS A DESCRIPTION FOR REFERENCE MARK 3.
 JD2550'
 JD2550'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ETTERVILLE 1947
 JD2550'NO 3 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 JD2550'WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A
 JD2550'PLASTIC PIPE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 JD2550'IS 168 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 2.5 FEET
 JD2550'NORTHEAST OF A CORNER FENCE POST AND 6 INCHES EAST OF A METAL
 JD2550'WITNESS POST.
 JD2550'
 JD2550'TO REACH REFERENCE MARK 3 FROM A POINT DUE NORTH OF THE STATION
 JD2550'AND ON HIGHWAY 54, GO WEST ON HIGHWAY 54 FOR 1.5 MILES TO A
 JD2550'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.05
 JD2550'MILE TO REFERENCE MARK 3 ON THE RIGHT AND A BARN ON THE LEFT
 JD2550'SIDE OF THE ROAD.
 JD2550'
 JD2550'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2550'AT ETTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2549 ***********************************************************************
 JD2549  DESIGNATION -  EUGENE RESET
 JD2549  PID         -  JD2549
 JD2549  STATE/COUNTY-  MO/MILLER
 JD2549  USGS QUAD   -  EUGENE (1987)
 JD2549
 JD2549                         *CURRENT SURVEY CONTROL
 JD2549  ___________________________________________________________________
 JD2549* NAD 83(1997)-  38 19 42.31190(N)    092 23 16.01064(W)     ADJUSTED  
 JD2549* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 JD2549  ___________________________________________________________________
 JD2549  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 JD2549  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JD2549
 JD2549  HORZ ORDER  -  SECOND
 JD2549
 JD2549.The horizontal coordinates were established by classical geodetic methods
 JD2549.and adjusted by the National Geodetic Survey in February 2000..
 JD2549
 JD2549.The orthometric height was scaled from a topographic map.
 JD2549
 JD2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2549
 JD2549.The geoid height was determined by GEOID03.
 JD2549
 JD2549;                    North         East     Units Scale Factor Converg.
 JD2549;SPC MO C     -   276,890.238   509,811.723   MT  0.99993452   +0 04 10.5
 JD2549;UTM  15      - 4,242,432.222   553,510.856   MT  0.99963526   +0 22 46.9
 JD2549
 JD2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2549!SPC MO C     -   0.99996248  x   0.99993452  =   0.99989701
 JD2549!UTM  15      -   0.99996248  x   0.99963526  =   0.99959776
 JD2549
 JD2549:                Primary Azimuth Mark                     Grid Az
 JD2549:SPC MO C     -  ST THOMAS CATH CHURCH STEEPLE            073 51 46.8
 JD2549:UTM  15      -  ST THOMAS CATH CHURCH STEEPLE            073 33 10.4
 JD2549
 JD2549|---------------------------------------------------------------------|
 JD2549| PID    Reference Object                     Distance      Geod. Az  |
 JD2549|                                                           dddmmss.s |
 JD2549| JD2525 ST THOMAS CATH CHURCH STEEPLE       APPROX.15.6 KM 0735557.3 |
 JD2549| JD2546 ST ELIZABETH ST LAWRENCE CH         APPROX.13.2 KM 1271619.2 |
 JD2549| CN6822 EUGENE RM 3                          28.410 METERS 24333     |
 JD2549| CN6820 EUGENE RM 1                          28.404 METERS 24337     |
 JD2549| CN6823 EUGENE RM 4                          30.145 METERS 33159     |
 JD2549| CN6821 EUGENE RM 2                          30.175 METERS 33200     |
 JD2549| CN6819 EUGENE AZ MK                                       3560849.0 |
 JD2549|---------------------------------------------------------------------|
 JD2549
 JD2549                          SUPERSEDED SURVEY CONTROL
 JD2549
 JD2549  NAD 83(1986)-  38 19 42.32432(N)    092 23 16.01210(W) AD(       ) 2
 JD2549  NAD 27      -  38 19 42.20200(N)    092 23 15.36200(W) AD(       ) 2
 JD2549
 JD2549.Superseded values are not recommended for survey control.
 JD2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2549.See file dsdata.txt to determine how the superseded data were derived.
 JD2549
 JD2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5351142432(NAD 83)
 JD2549_MARKER: DS = TRIANGULATION STATION DISK
 JD2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2549
 JD2549  HISTORY     - Date     Condition        Report By
 JD2549  HISTORY     - 1947     MONUMENTED       CGS
 JD2549  HISTORY     - 1973     GOOD             NGS
 JD2549
 JD2549                          STATION DESCRIPTION
 JD2549
 JD2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2549'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF ETTERVILLE
 JD2549'IN THE NORTHEAST CORNER OF THE JUNCTION OF COUNTY ROUTE H
 JD2549'WITH STATE HIGHWAY 17.  IT IS 143 FEET EAST OF THE CENTERLINE
 JD2549'OF HIGHWAY 17 AND 28 FEET NORTH OF THE CENTERLINE OF ROUTE H,
 JD2549'65 FEET EAST OF A FENCE CORNER AND 8 FEET SOUTH OF THE FENCE.
 JD2549'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EUGENE 1947.
 JD2549'
 JD2549'REFERENCE MARK NO. 1 IS 93.19 FEET SOUTHWEST OF THE STATION,
 JD2549'42 FEET SOUTH OF THE CENTERLINE OF ROUTE H, 23 FEET WEST OF A
 JD2549'TELEPHONE POLE AND 4 FEET SOUTH OF A FENCELINE.  THE MARK
 JD2549'PROJECTS 3 INCHES AND THE DISK IS STAMPED EUGENE NO 1 1947.
 JD2549'
 JD2549'REFERENCE MARK NO. 2 IS 99.00 FEET NORTHWEST OF THE STATION,
 JD2549'34 FEET EAST OF THE CENTERLINE OF HIGHWAY NO. 17, 23.5 FEET
 JD2549'NORTH OF A TELEPHONE POLE AND 31 FEET NORTH OF A FENCE CORNER.
 JD2549'IT IS 0.5 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 3 INCHES
 JD2549'AND THE DISK IS STAMPED EUGENE NO 2 1947.
 JD2549'
 JD2549'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH OF THE
 JD2549'STATION, 29 FEET EAST OF THE CENTERLINE OF HIGHWAY 17, 16 FEET
 JD2549'NORTH OF THE CENTER OF A GATE AND DRIVEWAY TO A FARMHOUSE, 12
 JD2549'FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A FENCE.
 JD2549'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED EUGENE 1947.
 JD2549'
 JD2549'TO REACH THE STATION FROM THE POST OFFICE IN ETTERVILLE, GO
 JD2549'EAST ON HIGHWAY 54 FOR APPROXIMATELY 4 MILES TO THE JUNCTION
 JD2549'OF HIGHWAY 17 AND SOUTH FROM THERE 3.6 MILES TO THE JUNCTION
 JD2549'OF ROUTE H WITH 17 AND THE STATION AS DESCRIBED.
 JD2549'
 JD2549'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 JD2549'17 APPROXIMATELY 0.4 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 JD2549'
 JD2549'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2549
 JD2549                          STATION RECOVERY (1973)
 JD2549
 JD2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JD2549'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND
 JD2549'TILTED OVER IN THE GROUND.  THE UNDERGROUND STATION MARK AND
 JD2549'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 JD2549'SURFACE STATION MARK WAS DUG OUT AND RESET DIRECTLY OVER THE
 JD2549'UNDERGROUND STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 JD2549'DUG OUT AND RESET AND THE MARKS WERE RE-STAMPED AS DESCRIBED
 JD2549'BELOW.  FOLLOWING IS A NEW COMPLETE DESCRIPTION-
 JD2549'
 JD2549'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF ETTERVILLE,
 JD2549'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 17
 JD2549'AND COUNTY ROUTE H AND ON THE NORTH RIGHT-OF-WAY OF ROUTE H.
 JD2549'
 JD2549'TO REACH THE STATION FROM THE POST OFFICE IN ETTERVILLE, GO
 JD2549'EAST ON HIGHWAY 54 (US) FOR 4.1 MILES TO STATE HIGHWAY 17
 JD2549'ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 17
 JD2549'FOR 3.2 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHERLY
 JD2549'ON HIGHWAY 17 FOR 0.4 MILE TO COUNTY ROUTE H AND THE STATION
 JD2549'ON THE LEFT.
 JD2549'
 JD2549'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED EUGENE 1947 1973,
 JD2549'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 JD2549'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 140 FEET
 JD2549'EAST OF THE CENTER OF HIGHWAY 17, 28 FEET NORTH OF THE CENTER
 JD2549'OF ROUTE H, 8.4 FEET SOUTH OF A FENCE AND 8 FEET SOUTH OF A METAL
 JD2549'WITNESS POST.  THE UNDERGROUND STATION MARK IS SET IN AN
 JD2549'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE
 JD2549'AND IS STAMPED EUGENE 1947.
 JD2549'
 JD2549'REFERENCE MARK 3 IS A STANDARD DISK STAMPED EUGENE 1947 NO 3
 JD2549'1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 JD2549'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 38 FEET SOUTH
 JD2549'OF THE CENTER OF ROUTE H, 2 FEET EAST OF A METAL WITNESS POST AND
 JD2549'2 FEET SOUTH OF A FENCE.
 JD2549'
 JD2549'REFERENCE MARK 4 IS A STANDARD DISK STAMPED EUGENE 1947 NO 4
 JD2549'1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 JD2549'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET SOUTH
 JD2549'OF A 6-INCH CEDAR TREE, 33 FEET EAST OF THE CENTER OF HIGHWAY
 JD2549'17 AND 1 FOOT EAST OF A FENCE.
 JD2549'
 JD2549'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EUGENE 1947, SET IN
 JD2549'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JD2549'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET NORTH-NORTHWEST
 JD2549'OF A POWER POLE, 35 FEET NORTH OF THE CENTER OF A DRIVEWAY
 JD2549'TO A HOUSE AND 29 FEET EAST OF THE CENTER OF HIGHWAY 17.
 JD2549'
 JD2549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES
 JD2549'SOUTHEAST OF ETTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0833 ***********************************************************************
 HC0833  DESIGNATION -  EUNICE
 HC0833  PID         -  HC0833
 HC0833  STATE/COUNTY-  MO/TEXAS
 HC0833  USGS QUAD   -  EUNICE (1987)
 HC0833
 HC0833                         *CURRENT SURVEY CONTROL
 HC0833  ___________________________________________________________________
 HC0833* NAD 83(1997)-  37 14 41.77509(N)    091 46 40.48984(W)     ADJUSTED  
 HC0833* NAVD 88     -       417.2    (meters)    1369.     (feet)  VERTCON   
 HC0833  ___________________________________________________________________
 HC0833  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 HC0833  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HC0833
 HC0833  HORZ ORDER  -  SECOND
 HC0833
 HC0833.The horizontal coordinates were established by classical geodetic methods
 HC0833.and adjusted by the National Geodetic Survey in February 2000..
 HC0833
 HC0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0833
 HC0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0833
 HC0833.The geoid height was determined by GEOID03.
 HC0833
 HC0833;                    North         East     Units Scale Factor Converg.
 HC0833;SPC MO C     -   156,878.252   564,063.527   MT  0.99998387   +0 26 13.3
 HC0833;UTM  15      - 4,122,744.309   608,388.858   MT  0.99974472   +0 44 22.9
 HC0833
 HC0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0833!SPC MO C     -   0.99993924  x   0.99998387  =   0.99992311
 HC0833!UTM  15      -   0.99993924  x   0.99974472  =   0.99968397
 HC0833
 HC0833|---------------------------------------------------------------------|
 HC0833| PID    Reference Object                     Distance      Geod. Az  |
 HC0833|                                                           dddmmss.s |
 HC0833| CN6824 EUNICE RM 1                           7.270 METERS 11548     |
 HC0833| HC0830 EUNICE AZ MK                        APPROX. 1.0 KM 1162220.5 |
 HC0833| CN6825 EUNICE RM 2                          10.775 METERS 29557     |
 HC0833|---------------------------------------------------------------------|
 HC0833
 HC0833                          SUPERSEDED SURVEY CONTROL
 HC0833
 HC0833  NAD 83(1986)-  37 14 41.78698(N)    091 46 40.48823(W) AD(       ) 2
 HC0833  NAD 27      -  37 14 41.61294(N)    091 46 39.95514(W) AD(       ) 2
 HC0833  NGVD 29 (07/19/86)  417.1    (m)         1368.     (f) VERT ANG       
 HC0833
 HC0833.Superseded values are not recommended for survey control.
 HC0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0833.See file dsdata.txt to determine how the superseded data were derived.
 HC0833
 HC0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0838922744(NAD 83)
 HC0833_MARKER: DS = TRIANGULATION STATION DISK
 HC0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0833+STABILITY: SURFACE MOTION
 HC0833
 HC0833  HISTORY     - Date     Condition        Report By
 HC0833  HISTORY     - 1977     MONUMENTED       NGS
 HC0833
 HC0833                          STATION DESCRIPTION
 HC0833
 HC0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0833'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF
 HC0833'RAYMONDVILLE, 6 MILES WEST-SOUTHWEST OF HARTSHORN, 4-1/2 MILES
 HC0833'EAST-SOUTHEAST OF YUKON, 0.1 MILE EAST OF EUNICE, IN THE
 HC0833'NORTHWEST 1/4 OF SECTION 1, R 8 W, T 29 N, AND
 HC0833'ON THE HIGHWAY RIGHT-OF-WAY.  PERMISSION GRANTED BY THE
 HC0833'MISSOURI DEPARTMENT OF HIGHWAYS, DISTRICT 9, POST OFFICE
 HC0833'BOX 220, WILLOW SPRINGS, 65587.  TELEPHONE NUMBER 469-4134.
 HC0833'
 HC0833'TO REACH THE STATION FROM THE JUNCTION OF STATE
 HC0833'HIGHWAYS 17 AND 137 IN YUKON,
 HC0833'GO SOUTH ON STATE HIGHWAYS 17 AND 137 FOR 0.7
 HC0833'MILE TO THE JUNCTION OF STATE HIGHWAYS 17 AND 137.  TURN LEFT
 HC0833'AND GO SOUTHEAST ON STATE
 HC0833'HIGHWAY 17 FOR 4.9 MILES TO THE STATION ON THE
 HC0833'NORTH SIDE OF THE HIGHWAY, CONTINUE SOUTHEAST
 HC0833'ON STATE HIGHWAY 17 FOR 0.45 MILE TO A
 HC0833'METAL GATE AND THE AZIMUTH MARK ON THE SOUTH SIDE OF HIGHWAY.
 HC0833'
 HC0833'STATION MARKS, STAMPED---EUNICE 1977---, ARE STANDARD DISKS.
 HC0833'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0833'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE, WITH
 HC0833'A METAL ROD EMBEDDED IN THE MONUMENT.
 HC0833'IT IS 37 FEET NORTH OF THE CENTERLINE OF STATE
 HC0833'HIGHWAY 17, 17 FEET SOUTH-SOUTHEAST OF A 14-INCH PINE TREE AND
 HC0833'3 FEET SOUTH OF A FENCELINE AND METAL WITNESS POST. THE
 HC0833'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HC0833'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HC0833'
 HC0833'REFERENCE MARK 1, STAMPED---EUNICE NO 1 1977---, A STANDARD
 HC0833'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HC0833'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 35 FEET
 HC0833'NORTH OF THE HIGHWAY, 35 FEET EAST-SOUTHEAST OF THE 14-INCH
 HC0833'PINE TREE, 24 FEET EAST OF THE METAL WITNESS POST AND 3 FEET
 HC0833'SOUTH OF THE FENCELINE.
 HC0833'
 HC0833'REFERENCE MARK 2, STAMPED---EUNICE NO 2 1977---, A STANDARD
 HC0833'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HC0833'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 36.8
 HC0833'FEET NORTH OF THE HIGHWAY, 35 FEET WEST OF THE METAL WITNESS
 HC0833'POST, 32 FEET WEST-SOUTHWEST OF THE 14-INCH PINE TREE AND
 HC0833'2.4 FEET SOUTH OF THE FENCELINE.
 HC0833'
 HC0833'AZIMUTH MARKS, STAMPED---EUNICE 1977---, ARE STANDARD DISKS.
 HC0833'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0833'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND
 HC0833'SURFACE, WITH A METAL ROD EMBEDDED IN THE MONUMENT.
 HC0833'IT IS 43 FEET SOUTH OF THE HIGHWAY, 23 FEET WEST OF THE WEST
 HC0833'POST OF A METAL GATE, 2.6 FEET NORTHEAST OF A METAL WITNESS
 HC0833'POST AND 2.2 FEET NORTH OF A FENCELINE. THE
 HC0833'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 HC0833'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HC0833'
 HC0833'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO THE ANGLE
 HC0833'BEING NEAR 180 DEGREES.
 HC0833'
 HC0833'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.63 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0830 ***********************************************************************
 HC0830  DESIGNATION -  EUNICE AZ MK
 HC0830  PID         -  HC0830
 HC0830  STATE/COUNTY-  MO/TEXAS
 HC0830  USGS QUAD   -  EUNICE (1987)
 HC0830
 HC0830                         *CURRENT SURVEY CONTROL
 HC0830  ___________________________________________________________________
 HC0830* NAD 83(1997)-  37 14 27.54714(N)    091 46 04.60014(W)     ADJUSTED  
 HC0830* NAVD 88     -       421.8    (meters)    1384.     (feet)  VERTCON   
 HC0830  ___________________________________________________________________
 HC0830  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 HC0830  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HC0830
 HC0830  HORZ ORDER  -  SECOND
 HC0830
 HC0830.The horizontal coordinates were established by classical geodetic methods
 HC0830.and adjusted by the National Geodetic Survey in February 2000..
 HC0830.No horizontal observational check was made to the station.
 HC0830
 HC0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0830
 HC0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0830
 HC0830.The geoid height was determined by GEOID03.
 HC0830
 HC0830;                    North         East     Units Scale Factor Converg.
 HC0830;SPC MO C     -   156,446.441   564,951.414   MT  0.99998528   +0 26 34.9
 HC0830;UTM  15      - 4,122,317.296   609,278.801   MT  0.99974710   +0 44 44.4
 HC0830
 HC0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0830!SPC MO C     -   0.99993851  x   0.99998528  =   0.99992379
 HC0830!UTM  15      -   0.99993851  x   0.99974710  =   0.99968563
 HC0830
 HC0830                          SUPERSEDED SURVEY CONTROL
 HC0830
 HC0830  NAD 83(1986)-  37 14 27.55904(N)    091 46 04.59854(W) AD(       ) 2
 HC0830  NAD 27      -  37 14 27.38469(N)    091 46 04.06654(W) AD(       ) 2
 HC0830  NGVD 29 (07/19/86)  421.7    (m)         1384.     (f) VERT ANG       
 HC0830
 HC0830.Superseded values are not recommended for survey control.
 HC0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0830.See file dsdata.txt to determine how the superseded data were derived.
 HC0830
 HC0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0927922317(NAD 83)
 HC0830_MARKER: DZ = AZIMUTH MARK DISK
 HC0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0830+STABILITY: SURFACE MOTION
 HC0830
 HC0830  HISTORY     - Date     Condition        Report By
 HC0830  HISTORY     - 1977     MONUMENTED       NGS
 HC0830
 HC0830                          STATION DESCRIPTION
 HC0830
 HC0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0830'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF
 HC0830'RAYMONDVILLE, 5 MILES EAST-SOUTHEAST OF YUKON,
 HC0830'5-1/2 MILES WEST-SOUTHWEST OF HARTSHORN, 1/2 MILE
 HC0830'SOUTHEAST OF EUNICE, ON THE HIGHWAY RIGHT-OF-WAY, IN
 HC0830'THE NORTHEAST 1/4 OF SECTION 1, R 8 W, T 29 N.  PERMISSION
 HC0830'GRANTED BY THE MISSOURI DEPARTMENT OF HIGHWAYS, DISTRICT
 HC0830'9, POST OFFICE BOX 220, WILLOW SPRINGS, 65587. TELEPHONE
 HC0830'NUMBER 469-3134.
 HC0830'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HC0830'EUNICE USING ELECTRONIC DISTANCE EQUIPMENT.
 HC0830'
 HC0830'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HC0830'17 AND 137 IN YUKON, GO SOUTH ON STATE HIGHWAY 17 AND 137 FOR
 HC0830'0.7 MILE TO THE JUNCTION OF STATE HIGHWAYS 17 AND 137.  TURN
 HC0830'LEFT AND GO SOUTHEAST ON STATE HIGHWAY 17 FOR 4.9 MILES TO
 HC0830'TRIANGULATION STATION EUNICE ON THE LEFT, CONTINUE SOUTHEAST
 HC0830'ON STATE HIGHWAY 17 FOR 0.45 MILE TO A METAL GATE AND THE
 HC0830'STATION ON THE RIGHT (SOUTH SIDE OF THE HIGHWAY).
 HC0830'
 HC0830'THE STATION MARKS ARE STANDARD AZIMUTH MARK DISKS
 HC0830'STAMPED---EUNICE 1977---.  THE SURFACE DISK IS SET IN THE TOP
 HC0830'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 HC0830'3 INCHES ABOVE THE GROUND SURFACE, WITH A METAL ROD EMBEDDED
 HC0830'IN THE MONUMENT.  IT IS 43 FEET SOUTH OF THE CENTER OF THE
 HC0830'HIGHWAY, 23 FEET WEST OF THE WEST POST OF A METAL GATE, 2.6
 HC0830'FEET NORTHEAST OF A METAL WITNESS POST AND 2.2 FEET NORTH OF A
 HC0830'FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 HC0830'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 HC0830'SURFACE.
 HC0830'
 HC0830'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1363 ***********************************************************************
 KE1363  DESIGNATION -  EUREKA
 KE1363  PID         -  KE1363
 KE1363  STATE/COUNTY-  MO/JACKSON
 KE1363  USGS QUAD   -  BLUE SPRINGS (1990)
 KE1363
 KE1363                         *CURRENT SURVEY CONTROL
 KE1363  ___________________________________________________________________
 KE1363* NAD 83(1997)-  39 03 41.78429(N)    094 19 21.60484(W)     ADJUSTED  
 KE1363* NAVD 88     -       275.9    (meters)     905.     (feet)  VERTCON   
 KE1363  ___________________________________________________________________
 KE1363  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 KE1363  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KE1363
 KE1363  HORZ ORDER  -  SECOND
 KE1363
 KE1363.The horizontal coordinates were established by classical geodetic methods
 KE1363.and adjusted by the National Geodetic Survey in February 2000..
 KE1363
 KE1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1363
 KE1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1363
 KE1363.The geoid height was determined by GEOID03.
 KE1363
 KE1363;                    North         East     Units Scale Factor Converg.
 KE1363;SPC MO W     -   321,303.295   865,347.405   MT  0.99994408   +0 06 42.3
 KE1363;UTM  15      - 4,324,445.616   385,565.129   MT  0.99976125   -0 50 00.9
 KE1363
 KE1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1363!SPC MO W     -   0.99996183  x   0.99994408  =   0.99990591
 KE1363!UTM  15      -   0.99996183  x   0.99976125  =   0.99972309
 KE1363
 KE1363:                Primary Azimuth Mark                     Grid Az
 KE1363:SPC MO W     -  NATIONAL                                 292 24 27.1
 KE1363:UTM  15      -  NATIONAL                                 293 21 10.3
 KE1363
 KE1363|---------------------------------------------------------------------|
 KE1363| PID    Reference Object                     Distance      Geod. Az  |
 KE1363|                                                           dddmmss.s |
 KE1363| KE1383 NATIONAL                            APPROX. 8.8 KM 2923109.4 |
 KE1363|---------------------------------------------------------------------|
 KE1363
 KE1363                          SUPERSEDED SURVEY CONTROL
 KE1363
 KE1363  NAD 83(1997)-  39 03 41.78434(N)    094 19 21.60487(W) AD(       ) 2
 KE1363  NAD 83(1986)-  39 03 41.79131(N)    094 19 21.59944(W) AD(       ) 2
 KE1363  NAD 27      -  39 03 41.77192(N)    094 19 20.78515(W) AD(       ) 2
 KE1363  NGVD 29 (07/19/86)  275.8    (m)          905.     (f) VERT ANG       
 KE1363
 KE1363.Superseded values are not recommended for survey control.
 KE1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1363.See file dsdata.txt to determine how the superseded data were derived.
 KE1363
 KE1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8556524446(NAD 83)
 KE1363_MARKER: DS = TRIANGULATION STATION DISK
 KE1363_SETTING: 0 = UNSPECIFIED SETTING
 KE1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1363+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 KE1363
 KE1363  HISTORY     - Date     Condition        Report By
 KE1363  HISTORY     - 1972     MONUMENTED       NGS
 KE1363  HISTORY     - 20020614 GOOD             INDIV
 KE1363  HISTORY     - 20060416 GOOD             GEOCAC
 KE1363
 KE1363                          STATION DESCRIPTION
 KE1363
 KE1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KE1363'THE STATION IS LOCATED 5 MILES EAST OF INDEPENDENCE, MISSOURI NEAR
 KE1363'THE CENTER OF SECTION 15, T49N, R31W ON THE NORTH SIDE OF EUREKA
 KE1363'ROAD.
 KE1363'
 KE1363'TO REACH THE STATION FROM THE STOPLIGHT AT THE INTERSECTION OF STATE
 KE1363'HIGHWAY 291 (U.S. BY-PASS 71) AND STATE HIGHWAY 78, GO EAST ON STATE
 KE1363'HIGHWAY 78 ONE BLOCK.  TURN RIGHT AND GO SOUTH ON R. B. MIZE ROAD
 KE1363'3.6 MILES TO THE INTERSECTION OF EUREKA ROAD WHERE R. B. MIZE ROAD
 KE1363'TURNS SOUTH.  TAKE EUREKA ROAD EAST 0.45 MILES TO TOP OF HILL TO
 KE1363'THE STATION ON THE LEFT.
 KE1363'
 KE1363'THE STATION IS A BRASS CAP STAMPED EUREKA 1972 SET IN A CONCRETE
 KE1363'MONUMENT 10 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 KE1363'MARK IS SET IN A MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF
 KE1363'THE TOP MARK.  IT IS 17.5 FEET NORTH OF THE CENTERLINE OF EUREKA
 KE1363'ROAD, 93.5 FEET EAST OF POWER POLE 34.3 FEET WEST OF POWER POLE
 KE1363'AND 35.2 FEET NORTH OF A 5 INCH X 36 INCH CONCRETE REFERENCE
 KE1363'MONUMENT.
 KE1363'
 KE1363'NEAREST TOWN--INDEPENDENCE.
 KE1363
 KE1363                          STATION RECOVERY (2002)
 KE1363
 KE1363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 KE1363'STATION EUREKA IS NOW AT SURFACE LEVEL.  EVIDENCE OF EROSION WAS FOUND
 KE1363'AROUND MONUMENT.  IF IT CONTINUES, MARK MAY BECOME UNSTABLE.  CONCRETE
 KE1363'REFERENCE MONUMENT TO SOUTH WAS FOUND DAMAGED.
 KE1363
 KE1363                          STATION RECOVERY (2006)
 KE1363
 KE1363'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0797 ***********************************************************************
 GE0797  DESIGNATION -  EVANS
 GE0797  PID         -  GE0797
 GE0797  STATE/COUNTY-  MO/CARTER
 GE0797  USGS QUAD   -  FREMONT (1997)
 GE0797
 GE0797                         *CURRENT SURVEY CONTROL
 GE0797  ___________________________________________________________________
 GE0797* NAD 83(1997)-  36 54 19.61730(N)    091 08 46.58092(W)     ADJUSTED  
 GE0797* NAVD 88     -       286.13   (+/-2cm)     938.7    (feet)  VERTCON   
 GE0797  ___________________________________________________________________
 GE0797  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GE0797  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 GE0797
 GE0797  HORZ ORDER  -  SECOND
 GE0797  VERT ORDER  -  THIRD ? (See Below)
 GE0797
 GE0797.The horizontal coordinates were established by classical geodetic methods
 GE0797.and adjusted by the National Geodetic Survey in February 2000..
 GE0797
 GE0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0797.The vertical order pertains to the NGVD 29 superseded value.
 GE0797
 GE0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0797
 GE0797.The geoid height was determined by GEOID03.
 GE0797
 GE0797;                    North         East     Units Scale Factor Converg.
 GE0797;SPC MO E     -   119,155.402   192,406.552   MT  0.99997418   -0 23 17.1
 GE0797;UTM  15      - 4,085,988.236   665,149.495   MT  0.99993601   +1 06 48.3
 GE0797
 GE0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0797!SPC MO E     -   0.99995975  x   0.99997418  =   0.99993394
 GE0797!UTM  15      -   0.99995975  x   0.99993601  =   0.99989577
 GE0797
 GE0797:                Primary Azimuth Mark                     Grid Az
 GE0797:SPC MO E     -  EASTWOOD LOOKOUT TOWER                   099 58 11.9
 GE0797:UTM  15      -  EASTWOOD LOOKOUT TOWER                   098 28 06.5
 GE0797
 GE0797|---------------------------------------------------------------------|
 GE0797| PID    Reference Object                     Distance      Geod. Az  |
 GE0797|                                                           dddmmss.s |
 GE0797| GE0787 EASTWOOD LOOKOUT TOWER              APPROX.11.1 KM 0993454.8 |
 GE0797| CI0854 EVANS RM 1                           31.708 METERS 14121     |
 GE0797| GE0794 SINKING CREEK LOOKOUT TOWER         APPROX. 9.0 KM 2121330.9 |
 GE0797| GE0795 TRAM                                APPROX. 9.1 KM 2375449.2 |
 GE0797| CI0855 EVANS RM 2                           33.628 METERS 24847     |
 GE0797| CI0856 EVANS RM 3                          208.118 METERS 25953     |
 GE0797|---------------------------------------------------------------------|
 GE0797
 GE0797                          SUPERSEDED SURVEY CONTROL
 GE0797
 GE0797  NAD 83(1997)-  36 54 19.62712(N)    091 08 46.57909(W) AD(       ) 2
 GE0797  NAD 83(1986)-  36 54 19.62789(N)    091 08 46.57913(W) AD(       ) 2
 GE0797  NAD 27      -  36 54 19.43810(N)    091 08 46.11200(W) AD(       ) 2
 GE0797  NGVD 29 (07/19/86)  286.05   (m)          938.5    (f) LEVELING    3  
 GE0797
 GE0797.Superseded values are not recommended for survey control.
 GE0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0797.See file dsdata.txt to determine how the superseded data were derived.
 GE0797
 GE0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6514985988(NAD 83)
 GE0797_MARKER: DS = TRIANGULATION STATION DISK
 GE0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0797
 GE0797  HISTORY     - Date     Condition        Report By
 GE0797  HISTORY     - 1962     MONUMENTED       CGS
 GE0797
 GE0797                          STATION DESCRIPTION
 GE0797
 GE0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE0797'STATION IS ABOUT 10 MILES SOUTHWEST OF VAN BUREN, 3-1/2 MILES
 GE0797'SOUTHEAST OF FREMONT, AT THE HEAD OF EVANS HOLLOW, IN THE NW
 GE0797'1/4 OF SEC. 23, T-26-N, R-2-W, AND ON THE PROPERTY OF THE CLARK
 GE0797'NATIONAL FOREST.  IT IS 35 FEET NORTH OF THE CENTERLINE OF A
 GE0797'GRAVELED ROAD, 27 FEET NORTHEAST OF A 7 INCH PINE TREE, 23 FEET
 GE0797'NORTHWEST OF A 20 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 GE0797'SOUTHWEST SIDE AND 4 FEET SOUTHWEST OF A WITNESS POST.  THE
 GE0797'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED EVANS 1962.
 GE0797'
 GE0797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GE0797'COUNTY ROAD J, JUST EAST OF FREMONT, GO SOUTH ON ROAD J FOR
 GE0797'3.35 MILES TO A GRAVELED SIDE ROAD LEFT.  TURN AND GO EAST
 GE0797'ON THE GRAVELED ROAD FOR 1.4 MILE TO THE STATION ON THE LEFT.
 GE0797'
 GE0797'REFERENCE MARK 1 IS 80 FEET SOUTHEAST OF THE TRIANGULAR BLAZED
 GE0797'TREE AND 16 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE
 GE0797'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED EVANS NO 1
 GE0797'1962.
 GE0797'
 GE0797'REFERENCE MARK 2 IS 28 FEET NORTHWEST OF AN 18 INCH OAK TREE
 GE0797'AND 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 GE0797'PROJECTS 5 INCHES AND THE DISK IS STAMPED EVANS NO 2 1962.
 GE0797'
 GE0797'REFERENCE MARK 3 IS 28 FEET NORTH OF A 20 INCH OAK TREE, 14
 GE0797'FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 2 FEET NORTHEAST
 GE0797'OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 GE0797'IS STAMPED EVANS NO 3 1962.
 GE0797'
 GE0797'NOTE, NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 GE0797'
 GE0797'NO MEASUREMENT BETWEEN REFERENCE MARKS, THICK BRUSH ON LINE.
 GE0797'
 GE0797'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0929 ***********************************************************************
 HC0929  DESIGNATION -  EVANS MOUNTAIN
 HC0929  PID         -  HC0929
 HC0929  STATE/COUNTY-  MO/MADISON
 HC0929  USGS QUAD   -  RHODES MOUNTAIN (1980)
 HC0929
 HC0929                         *CURRENT SURVEY CONTROL
 HC0929  ___________________________________________________________________
 HC0929* NAD 83(1997)-  37 35 51.23726(N)    090 27 50.99386(W)     ADJUSTED  
 HC0929* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 HC0929  ___________________________________________________________________
 HC0929  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 HC0929  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HC0929
 HC0929  HORZ ORDER  -  FIRST
 HC0929
 HC0929.The horizontal coordinates were established by classical geodetic methods
 HC0929.and adjusted by the National Geodetic Survey in February 2000..
 HC0929
 HC0929.The orthometric height was scaled from a topographic map.
 HC0929
 HC0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0929
 HC0929.The geoid height was determined by GEOID03.
 HC0929
 HC0929;                    North         East     Units Scale Factor Converg.
 HC0929;SPC MO E     -   195,768.574   253,164.391   MT  0.99993346   +0 01 18.7
 HC0929;UTM  15      - 4,164,189.317   723,869.537   MT  1.00021736   +1 32 52.0
 HC0929
 HC0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0929!SPC MO E     -   0.99994667  x   0.99993346  =   0.99988013
 HC0929!UTM  15      -   0.99994667  x   1.00021736  =   1.00016401
 HC0929
 HC0929:                Primary Azimuth Mark                     Grid Az
 HC0929:SPC MO E     -  KNOBLICK                                 043 12 52.0
 HC0929:UTM  15      -  KNOBLICK                                 041 41 18.7
 HC0929
 HC0929|---------------------------------------------------------------------|
 HC0929| PID    Reference Object                     Distance      Geod. Az  |
 HC0929|                                                           dddmmss.s |
 HC0929| HC0931 KNOBLICK                            APPROX.10.1 KM 0431410.7 |
 HC0929| CI4396 EVANS MOUNTAIN RM 1                  21.982 METERS 06357     |
 HC0929| HC0927 FREDERICKTOWN TALL BRICK STACK      APPROX.17.4 KM 1075949.0 |
 HC0929| CI4397 EVANS MOUNTAIN RM 2                  22.494 METERS 18157     |
 HC0929| HC0928 BLUE FIRE TOWER                     APPROX. 6.2 KM 2044912.1 |
 HC0929| HC1042 BIRCH FIRE TOWER                    APPROX. 9.4 KM 3214653.1 |
 HC0929|---------------------------------------------------------------------|
 HC0929
 HC0929                          SUPERSEDED SURVEY CONTROL
 HC0929
 HC0929  NAD 83(1997)-  37 35 51.24492(N)    090 27 50.99239(W) AD(       ) 1
 HC0929  NAD 83(1986)-  37 35 51.24971(N)    090 27 50.99183(W) AD(       ) 1
 HC0929  NAD 27      -  37 35 51.07100(N)    090 27 50.55600(W) AD(       ) 1
 HC0929
 HC0929.Superseded values are not recommended for survey control.
 HC0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0929.See file dsdata.txt to determine how the superseded data were derived.
 HC0929
 HC0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2387064189(NAD 83)
 HC0929_MARKER: DS = TRIANGULATION STATION DISK
 HC0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0929
 HC0929  HISTORY     - Date     Condition        Report By
 HC0929  HISTORY     - 1938     MONUMENTED       CGS
 HC0929
 HC0929                          STATION DESCRIPTION
 HC0929
 HC0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0929'STATION EVANS MT. IS ON EVANS MOUNTAIN, A PROMINENT, WOODED
 HC0929'MOUNTAIN, LYING ABOUT 8-1/2 MILES EAST OF IRONTON, 10 MILES
 HC0929'WEST-NORTHWEST OF FREDERICKTOWN, ABOUT 1 MILE NORTH OF STATE
 HC0929'HIGHWAY 70, AND ABOUT 1-1/2 MILES EAST OF THE ST. FRANCIS
 HC0929'BRIDGE.  IT IS IN SEC. 34, T. 34 N., R. 5 E., AND NEAR THE
 HC0929'MIDDLE OF THE MOUNTAIN.  STATION IS 21 FEET SOUTHEAST OF
 HC0929'A 17-INCH OAK, 35 FEET SOUTH OF A 12-INCH OAK, AND 36 FEET
 HC0929'WEST OF A 15-INCH OAK.  THESE TREES WERE BLAZED.  THE MARK
 HC0929'PROJECTS 6 INCHES.
 HC0929'
 HC0929'STATION WAS REACHED FROM THE JUNCTION OF STATE HIGHWAYS NOS.
 HC0929'70 AND 21, AT THE SOUTH SIDE OF IRONTON, BY GOING EAST ON
 HC0929'STATE HIGHWAY 70 FOR 7.5 MILES TO THE ST. FRANCIS RIVER
 HC0929'BRIDGE, CONTINUE 2.1 MILES ON STATE HIGHWAY 70 TO A RAIL-FENCE
 HC0929'CORNER ON THE RIGHT, TURN LEFT, PASS A LOG SHACK AND DRIVE
 HC0929'0.9 MILE IN A NORTHWESTERLY DIRECTION TO TOP OF MOUNTAIN
 HC0929'AND STATION.
 HC0929'
 HC0929'SURFACE, UNDERGROUND AND REFERENCE MARKS NO. 1 AND NO. 2
 HC0929'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HC0929'
 HC0929'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND
 HC0929'10 FEET SOUTH OF AN OAK TREE.
 HC0929'
 HC0929'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, IT PROJECTS
 HC0929'3 INCHES.
 HC0929'
 HC0929'DUE TO THE TOPOGRAPHY OF THE LAND AND THE DENSITY OF THE
 HC0929'TREES IT WAS IMPOSSIBLE TO LOCATED AN AZIMUTH MARK AT THIS
 HC0929'STATION.
 HC0929'
 HC0929'A 64-FOOT TOWER CLEARED ALL LINES.
 HC0929'
 HC0929'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1123 ***********************************************************************
 HE1123  DESIGNATION -  EVE
 HE1123  PID         -  HE1123
 HE1123  STATE/COUNTY-  MO/VERNON
 HE1123  USGS QUAD   -  DEERFIELD (1991)
 HE1123
 HE1123                         *CURRENT SURVEY CONTROL
 HE1123  ___________________________________________________________________
 HE1123* NAD 83(1997)-  37 50 12.17814(N)    094 36 59.39511(W)     ADJUSTED  
 HE1123* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 HE1123  ___________________________________________________________________
 HE1123  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HE1123  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HE1123
 HE1123  HORZ ORDER  -  FIRST
 HE1123
 HE1123.The horizontal coordinates were established by classical geodetic methods
 HE1123.and adjusted by the National Geodetic Survey in February 2000..
 HE1123
 HE1123.The orthometric height was scaled from a topographic map.
 HE1123
 HE1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1123
 HE1123.The geoid height was determined by GEOID03.
 HE1123
 HE1123;                    North         East     Units Scale Factor Converg.
 HE1123;SPC MO W     -   185,333.737   839,745.593   MT  0.99994247   -0 04 17.3
 HE1123;SPC KS S     -   536,975.535   741,731.992   MT  0.99993691   +2 23 11.5
 HE1123;UTM  15      - 4,188,929.630   357,756.917   MT  0.99984921   -0 59 30.3
 HE1123
 HE1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1123!SPC MO W     -   0.99996019  x   0.99994247  =   0.99990266
 HE1123!SPC KS S     -   0.99996019  x   0.99993691  =   0.99989710
 HE1123!UTM  15      -   0.99996019  x   0.99984921  =   0.99980940
 HE1123
 HE1123|---------------------------------------------------------------------|
 HE1123| PID    Reference Object                     Distance      Geod. Az  |
 HE1123|                                                           dddmmss.s |
 HE1123| CN6827 EVE RM 1                             22.500 METERS 00140     |
 HE1123| CN6826 EVE AZ MK                                          0020556.2 |
 HE1123| CN6828 EVE RM 2                             53.395 METERS 06209     |
 HE1123|---------------------------------------------------------------------|
 HE1123
 HE1123                          SUPERSEDED SURVEY CONTROL
 HE1123
 HE1123  NAD 83(1997)-  37 50 12.17827(N)    094 36 59.39508(W) AD(       ) 1
 HE1123  NAD 83(1997)-  37 50 12.18674(N)    094 36 59.39417(W) AD(       ) 1
 HE1123  NAD 83(1986)-  37 50 12.18765(N)    094 36 59.39016(W) AD(       ) 1
 HE1123  NAD 27      -  37 50 12.04200(N)    094 36 58.54900(W) AD(       ) 1
 HE1123
 HE1123.Superseded values are not recommended for survey control.
 HE1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1123.See file dsdata.txt to determine how the superseded data were derived.
 HE1123
 HE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5775788930(NAD 83)
 HE1123_MARKER: DS = TRIANGULATION STATION DISK
 HE1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1123
 HE1123  HISTORY     - Date     Condition        Report By
 HE1123  HISTORY     - 1934     MONUMENTED       CGS
 HE1123  HISTORY     - 1934     GOOD             CGS
 HE1123  HISTORY     - 1965     GOOD             CGS
 HE1123
 HE1123                          STATION DESCRIPTION
 HE1123
 HE1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 HE1123'THIS STATION IS ABOUT 5 MILES E OF FORT SCOTT, KANSAS AND
 HE1123'ABOUT 14 MILES W OF NEVADA, MISSOURI, APPROXIMATELY ON THE
 HE1123'MISSOURI-KANSAS STATE LINE.  THE STATION MARK IS ON THE TOP
 HE1123'OF A ROCKY HILL, WHICH IS THE HIGHEST POINT IN THE VICINITY, AND
 HE1123'IS 0.4 MILE S OF U.S. HIGHWAY 54, 1 FOOT E OF FENCE LINE
 HE1123'(STATE LINE), 0.5 MILE W OF SMALL FARMHOUSE AT E BASE OF HILL.
 HE1123'THE MARK PROJECTS 5 INCHES.
 HE1123'
 HE1123'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE1123'BRONZE DISKS SET IN CONCRETE.
 HE1123'
 HE1123'REFERENCE MARK NO. 1 IS N OF THE STATION, AT N BRINK OF HILL, 1
 HE1123'FOOT E OF FENCE LINE (STATE LINE).  THE MARK PROJECTS 4 INCHES.
 HE1123'
 HE1123'REFERENCE MARK NO. 2 IS NE OF THE STATION, AT E BRINK OF
 HE1123'HILL, 18 FEET S OF SMALL STONE PIT.  THE MARK PROJECTS 2 INCHES.
 HE1123'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 152.95 FEET.
 HE1123'
 HE1123'THE AZIMUTH MARK IS N OF THE STATION, ON FARM OCCUPIED BY
 HE1123'MR. E. CLARK, 35 YARDS S OF U.S. HIGHWAY 54, 36 FEET E OF
 HE1123'CENTER LINE OF STATE LINE ROAD, IN LINE OF SMALL CEDARS, 15
 HE1123'FEET S OF CENTER LINE OF DRIVE TO MR. CLARKS HOUSE, 12 FEET E OF
 HE1123'GATE POST.  THE MARK PROJECTS 4 INCHES.
 HE1123'
 HE1123'TO REACH THE STATION FROM NEVADA, MISSOURI, AT INTERSECTION OF
 HE1123'U.S. HIGHWAY 71 AND U.S. HIGHWAY 54, GO W ON U.S. HIGHWAY
 HE1123'54 15.15 MILES TO STATE LINE, THENCE S OF STATE LINE 0.1 MILE
 HE1123'TO WHERE MAIN ROAD TURNS W, CONTINUE S IN LANE 0.3 MILE TO
 HE1123'GATE AT BASE OF HILL.  THE STATION IS AT TOP OF THIS HILL.
 HE1123'
 HE1123'TO REACH FROM FORT SCOTT, KANSAS, AT INTERSECTION OF U.S.
 HE1123'HIGHWAY 73-E AND U.S. HIGHWAY 54, GO E ON U.S. HIGHWAY 54,
 HE1123'5.0 MILES TO STATE LINE, THENCE AS ABOVE.
 HE1123'
 HE1123'AN 87-FOOT SIGNAL AT RICHARDSON IS VISIBLE AT 30 FEET.
 HE1123'
 HE1123'A 100-FOOT SIGNAL AT WARE IS VISIBLE AT 10 FEET.
 HE1123'
 HE1123'A 100-FOOT SIGNAL AT MOUNDVILLE IS VISIBLE AT 12 FEET.
 HE1123
 HE1123                          STATION RECOVERY (1934)
 HE1123
 HE1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 HE1123'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 HE1123'IN GOOD CONDITION.
 HE1123'
 HE1123'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--TO REACH THE STATION FROM
 HE1123'NEVADA, MO, AT THE INTERSECTION OF US HIGHWAY 71 AND US HIGHWAY 54,
 HE1123'GO WEST ON US HIGHWAY 54 FOR 15.15 MILES TO THE STATE LINE.  TURN
 HE1123'SOUTH ON STATE LINE ROAD FOR 0.3 MILE TO A GATE AT THE BASE OF
 HE1123'HILL.  THE STATION IS AT THE TOP OF THE HILL.
 HE1123
 HE1123                          STATION RECOVERY (1965)
 HE1123
 HE1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 HE1123'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HE1123'CONDITION.  THE MILEAGE WAS NOT CHECKED BUT ACCORDING TO
 HE1123'THE COUNTY MAP THE DESCRIPTION TO REACH THE STATION FROM
 HE1123'NEVADA APPEARS TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1051 ***********************************************************************
 HD1051  DESIGNATION -  EVENING
 HD1051  PID         -  HD1051
 HD1051  STATE/COUNTY-  MO/TEXAS
 HD1051  USGS QUAD   -  ROBY (1982)
 HD1051
 HD1051                         *CURRENT SURVEY CONTROL
 HD1051  ___________________________________________________________________
 HD1051* NAD 83(1997)-  37 35 08.55635(N)    092 08 11.48237(W)     ADJUSTED  
 HD1051* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 HD1051  ___________________________________________________________________
 HD1051  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 HD1051  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HD1051
 HD1051  HORZ ORDER  -  SECOND
 HD1051
 HD1051.The horizontal coordinates were established by classical geodetic methods
 HD1051.and adjusted by the National Geodetic Survey in February 2000..
 HD1051
 HD1051.The orthometric height was scaled from a topographic map.
 HD1051
 HD1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1051
 HD1051.The geoid height was determined by GEOID03.
 HD1051
 HD1051;                    North         East     Units Scale Factor Converg.
 HD1051;SPC MO C     -   194,514.305   532,101.768   MT  0.99994602   +0 13 18.1
 HD1051;UTM  15      - 4,160,200.721   576,236.229   MT  0.99967159   +0 31 36.1
 HD1051
 HD1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1051!SPC MO C     -   0.99993900  x   0.99994602  =   0.99988502
 HD1051!UTM  15      -   0.99993900  x   0.99967159  =   0.99961061
 HD1051
 HD1051:                Primary Azimuth Mark                     Grid Az
 HD1051:SPC MO C     -  EVENING AZ MK                            203 57 45.7
 HD1051:UTM  15      -  EVENING AZ MK                            203 39 27.7
 HD1051
 HD1051|---------------------------------------------------------------------|
 HD1051| PID    Reference Object                     Distance      Geod. Az  |
 HD1051|                                                           dddmmss.s |
 HD1051| CN6829 EVENING AZ MK                                      2041103.8 |
 HD1051| CN6830 EVENING RM 1                         45.513 METERS 24252     |
 HD1051| CN6831 EVENING RM 2                         45.348 METERS 34042     |
 HD1051|---------------------------------------------------------------------|
 HD1051
 HD1051                          SUPERSEDED SURVEY CONTROL
 HD1051
 HD1051  NAD 83(1986)-  37 35 08.56898(N)    092 08 11.48064(W) AD(       ) 2
 HD1051  NAD 27      -  37 35 08.41700(N)    092 08 10.90300(W) AD(       ) 2
 HD1051
 HD1051.Superseded values are not recommended for survey control.
 HD1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1051.See file dsdata.txt to determine how the superseded data were derived.
 HD1051
 HD1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7623660201(NAD 83)
 HD1051_MARKER: DS = TRIANGULATION STATION DISK
 HD1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1051
 HD1051  HISTORY     - Date     Condition        Report By
 HD1051  HISTORY     - 1946     MONUMENTED       CGS
 HD1051  HISTORY     - 1947     GOOD             CGS
 HD1051
 HD1051                          STATION DESCRIPTION
 HD1051
 HD1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1051'STATION IS LOCATED ABOUT TWELVE MILES SOUTH OF THE ADMINISTRATIVE
 HD1051'AREA OF FORT LEONARD WOOD AND ABOUT ONE AND ONE HALF MILES SOUTH
 HD1051'OF THE SOUTH BOUNDARY LINE OF THE FORT AT THE PULASKI-TEXAS
 HD1051'COUNTY LINE, ABOUT ONE MILE NORTH OF THE VILLAGE OF EVENING SHADE,
 HD1051'ALONG MISSOURI STATE ROUTE NO. 17 ON LEFT OR EAST OF ROAD.
 HD1051'
 HD1051'STATION IS LOCATED FIVE AND ONE HALF FEET NORTHEAST OF WHITE
 HD1051'WITNESS POST AND 54 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 HD1051'MISSOURI STATE ROUTE NO. 17.  THE MARK PROJECTS ABOUT FOUR INCHES
 HD1051'AND THE DISK IS STAMPED EVENING 1946.
 HD1051'
 HD1051'REFERENCE MARK NO. 1 IS 149.32 FEET SOUTHWEST OF THE STATION AND
 HD1051'47 FEET WEST OF THE APPROXIMATE CENTERLINE OF MISSOURI STATE ROUTE
 HD1051'NO. 17.  THE MARK PROJECTS ABOUT FOUR INCHES AND THE DISK IS
 HD1051'STAMPED EVENING NO. 1 1946.
 HD1051'
 HD1051'REFERENCE MARK NO. 2 IS 148.78 FEET NORTHWEST OF THE STATION AND
 HD1051'42 FEET WEST OF THE APPROXIMATE CENTERLINE OF MISSOURI
 HD1051'STATE ROUTE NO. 17.  THE MARK PROJECTS ABOUT FOUR INCHES AND
 HD1051'THE DISK IS STAMPED EVENING NO. 2 1946.
 HD1051'
 HD1051'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH SOUTHWEST OF STATION,
 HD1051'40 FEET WEST OF THE APPROXIMATE CENTERLINE OF MISSOURI STATE
 HD1051'ROUTE NO. 17 AND TWO FEET NORTH OF WHITE WITNESS POST.  THE MARK
 HD1051'PROJECTS ABOUT FOUR INCHES AND THE DISK IS STAMPED EVENING
 HD1051'1946.
 HD1051'
 HD1051'TO REACH STATION FROM THE CONTROL TOWER AT AIRFIELD OF FORT
 HD1051'LEONARD WOOD GO SOUTH ON MISSOURI STATE ROUTE NO. 17 FOR 0.7
 HD1051'MILE TO SOUTH GATE.  CONTINUE ON ROUTE NO. 17 FOR 10.5 MILES TO
 HD1051'T ROAD EAST AT TOP OF HILL AND STATION, ON LEFT IN SOUTHEAST
 HD1051'CORNER OF JUNCTION OF T ROAD.  CONTINUE SOUTH ON ROUTE NO. 17
 HD1051'FOR 0.3 MILE TO AZIMUTH ON RIGHT OR WEST SIDE OF ROAD AS
 HD1051'DESCRIBED.
 HD1051'
 HD1051'NOTE- A PICTURE POINT WAS TAKEN.  IT IS THE INTERSECTION OF
 HD1051'MISSOURI STATE ROUTE NO. 17 AND T ROAD, WHICH IS NORTHWEST OF THE
 HD1051'STATION.
 HD1051'
 HD1051'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1051
 HD1051                          STATION RECOVERY (1947)
 HD1051
 HD1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HD1051'THE STATION WAS RECOVERED AS DESCRIBED BY R.A.M. IN 1946 AND ALL
 HD1051'MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO MARKS WERE
 HD1051'CHECKED AND FOUND TO BE CORRECT.  A COMPLETE NEW DESCRIPTION
 HD1051'FOLLOWS.
 HD1051'
 HD1051'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF THE ADMINISTRATIVE
 HD1051'AREA OF FT. LEONARD WOOD, ABOUT 1-1/2 MILES SOUTH OF THE SOUTH
 HD1051'BOUNDARY OF THE FORT AND THE TEXAS-PULASKI COUNTY LINE, AND ABOUT
 HD1051'1 MILE NORTH OF THE VILLAGE OF EVENING SHADE.  IT IS 56 FEET EAST
 HD1051'OF THE CENTERLINE OF STATE HIGHWAY 17, AND 5-1/2 FEET NORTHEAST
 HD1051'OF A WITNESS POST.  THE DISK IS STAMPED EVENING 1946 AND PROJECTS
 HD1051'4 INCHES.
 HD1051'
 HD1051'REFERENCE MARK NO. 1 IS 149.32 FEET SOUTHWEST OF THE STATION, AND
 HD1051'45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  THE DISK IS
 HD1051'STAMPED EVENING NO 1 1946 AND PROJECTS 4 INCHES.
 HD1051'
 HD1051'REFERENCE MARK NO. 2 IS 148.78 FEET NORTHWEST OF THE STATION, AND
 HD1051'44 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  THE DISK IS
 HD1051'STAMPED EVENING NO 2 1946 AND PROJECTS 4 INCHES.
 HD1051'
 HD1051'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH-SOUTHWEST OF THE
 HD1051'STATION, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY 17, AND
 HD1051'2 FEET NORTH OF A WITNESS POST.  THE DISK IS STAMPED EVENING
 HD1051'1946 AND PROJECTS 4 INCHES.
 HD1051'
 HD1051'TO REACH THE STATION FROM THE CONTROL TOWER, AT THE AIR FIELD,
 HD1051'AT FT. LEONARD WOOD, GO SOUTH ON STATE HIGHWAY 17 FOR 11.2 MILES
 HD1051'TO THE TOP OF A SMALL HILL AND THE STATION AS DESCRIBED.
 HD1051'
 HD1051'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 HD1051'HIGHWAY 17 FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 HD1051'
 HD1051'OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1176 ***********************************************************************
 KD1176  DESIGNATION -  EVERSON
 KD1176  PID         -  KD1176
 KD1176  STATE/COUNTY-  MO/LIVINGSTON
 KD1176  USGS QUAD   -  EVERSONVILLE (1984)
 KD1176
 KD1176                         *CURRENT SURVEY CONTROL
 KD1176  ___________________________________________________________________
 KD1176* NAD 83(1997)-  39 52 48.73876(N)    093 21 48.60830(W)     ADJUSTED  
 KD1176* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 KD1176  ___________________________________________________________________
 KD1176  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 KD1176  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KD1176
 KD1176  HORZ ORDER  -  THIRD
 KD1176
 KD1176.The horizontal coordinates were established by classical geodetic methods
 KD1176.and adjusted by the National Geodetic Survey in February 2000..
 KD1176
 KD1176.The orthometric height was scaled from a topographic map.
 KD1176
 KD1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1176
 KD1176.The geoid height was determined by GEOID03.
 KD1176
 KD1176;                    North         East     Units Scale Factor Converg.
 KD1176;SPC MO C     -   449,504.981   426,137.935   MT  1.00000047   -0 33 13.3
 KD1176;UTM  15      - 4,414,524.527   468,917.361   MT  0.99961189   -0 13 59.1
 KD1176
 KD1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1176!SPC MO C     -   0.99996632  x   1.00000047  =   0.99996679
 KD1176!UTM  15      -   0.99996632  x   0.99961189  =   0.99957822
 KD1176
 KD1176:                Primary Azimuth Mark                     Grid Az
 KD1176:SPC MO C     -  EVERSON AZ MK                            019 31 51.3
 KD1176:UTM  15      -  EVERSON AZ MK                            019 12 37.1
 KD1176
 KD1176|---------------------------------------------------------------------|
 KD1176| PID    Reference Object                     Distance      Geod. Az  |
 KD1176|                                                           dddmmss.s |
 KD1176| CL8472 EVERSON AZ MK                                      0185838.0 |
 KD1176| KD1177 MEADVILLE                           APPROX.13.0 KM 1505701.9 |
 KD1176| CL8473 EVERSON RM 1                         20.482 METERS 17605     |
 KD1176| CL8474 EVERSON RM 2                         17.148 METERS 25911     |
 KD1176|---------------------------------------------------------------------|
 KD1176
 KD1176                          SUPERSEDED SURVEY CONTROL
 KD1176
 KD1176  NAD 83(1997)-  39 52 48.73880(N)    093 21 48.60902(W) AD(       ) 3
 KD1176  NAD 83(1986)-  39 52 48.74309(N)    093 21 48.61318(W) AD(       ) 3
 KD1176  NAD 27      -  39 52 48.67250(N)    093 21 47.85920(W) AD(       ) 3
 KD1176
 KD1176.Superseded values are not recommended for survey control.
 KD1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1176.See file dsdata.txt to determine how the superseded data were derived.
 KD1176
 KD1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE6891714525(NAD 83)
 KD1176_MARKER: DS = TRIANGULATION STATION DISK
 KD1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1176
 KD1176  HISTORY     - Date     Condition        Report By
 KD1176  HISTORY     - 1948     MONUMENTED       CGS
 KD1176  HISTORY     - 1966     GOOD             CGS
 KD1176
 KD1176                          STATION DESCRIPTION
 KD1176
 KD1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1176'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF THE VILLAGE
 KD1176'OF EVERSONVILLE ON LAND OWNED BY THE STEVENSON BROTHERS AND
 KD1176'ON THE NORTH SIDE OF AN EAST-WEST SECTION LINE ROAD.  IT IS 40
 KD1176'FEET NORTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 46
 KD1176'FEET WEST-NORTHWEST OF THE WEST END OF BOARD GATE INTO PASTURE
 KD1176'AND 9.5 FEET NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 KD1176'EVERSON 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 KD1176'
 KD1176'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 27 FEET SOUTH OF
 KD1176'THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 50 FEET WEST OF
 KD1176'THE CENTER OF T-ROAD SOUTH AND 26 FEET NORTH OF FENCE LINE
 KD1176'OF THE STEVENSON FARM YARD.  IT IS STAMPED EVERSON NO 1 1948
 KD1176'AND SET FLUSH WITH THE GROUND SURFACE.
 KD1176'
 KD1176'REFERENCE MARK NO 2 IS WEST OF THE STATION, 35 FEET NORTH OF
 KD1176'THE CENTER OF THE EAST-WEST SECTION LINE ROAD AND 1 FOOT
 KD1176'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED EVERSON NO 2 1948
 KD1176'AND SET FLUSH WITH THE GROUND SURFACE.
 KD1176'
 KD1176'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH-NORTHEAST OF THE
 KD1176'STATION, 25 FEET EAST OF THE CENTER OF NORTH-SOUTH SECTION LINE
 KD1176'ROAD, 2 FEET SOUTH OF WITNESS POST AND 1 FOOT WEST OF NORTH-SOUTH
 KD1176'FENCE LINE.  IT IS STAMPED EVERSON 1948 AND PROJECTS 6 INCHES.
 KD1176'
 KD1176'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE WEST
 KD1176'EDGE OF THE VILLAGE OF EVERSONVILLE, GO SOUTH ON GRAVELED ROAD
 KD1176'FOR 1.6 MILES TO THE AZIMUTH MARK ON THE EAST SIDE AS DESCRIBED
 KD1176'AND JUST EAST OF A LARGE FARM HOUSE ON THE WEST SIDE OF THE
 KD1176'ROAD, CONTINUE SOUTH ON GRAVELED ROAD FOR 0.3 MILE TO
 KD1176'T-INTERSECTION, TURN RIGHT AND GO WEST FOR 0.1 MILE TO BOARD GATE
 KD1176'INTO PASTURE ON THE NORTH SIDE OF ROAD AND STATION JUST
 KD1176'WEST-NORTHWEST OF WEST END OF GATE AS DESCRIBED.
 KD1176'
 KD1176'AN 87 FOOT SIGNAL AT STATION MEADVILLE 1928 IS VISIBLE AT 10
 KD1176'FEET
 KD1176'
 KD1176'AN 87 FOOT SIGNAL AT STATION STURGES IS VISIBLE AT 20 FEET
 KD1176'
 KD1176'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1176
 KD1176                          STATION RECOVERY (1966)
 KD1176
 KD1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1176'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KD1176'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 KD1176'HAS BEEN DESTROYED BY ROAD CONSTRUCTION, NO OBJECTS VISIBLE
 KD1176'AT THE STATION SO A NEW AZIMUTH MARK COULD NOT BE SET.
 KD1176'
 KD1176'FOLLOWING IS A NEW TO REACH AND NOTES FOR ALL MARKS.
 KD1176'
 KD1176'TO REACH THE STATION FROM THE MAIN CROSSROAD IN THE VILLAGE
 KD1176'OF EVERSONVILLE, GO SOUTH ON COUNTY ROAD BB FOR 2.05 MILES TO
 KD1176'A T-INTERSECTION AND THE JUNCTION WITH COUNTY ROAD B.  TURN
 KD1176'RIGHT AND GO WEST ON COUNTY ROAD B FOR 0.3 MILE TO A WHITE
 KD1176'HOUSE ON THE LEFT AND A BOARD GATE AND THE STATION ON THE
 KD1176'RIGHT.
 KD1176'
 KD1176'STATION MARK IS 43 FEET WEST-NORTHWEST OF WEST GATE POST FOR THE
 KD1176'BOARD GATE, 40 FEET NORTH OF THE CENTER OF COUNTY ROAD B,
 KD1176'4 FEET NORTH OF AN EAST-WEST FENCE, 4.5 FEET NORTH OF A METAL
 KD1176'WITNESS POST, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KD1176'
 KD1176'REFERENCE MARK NO. 1 IS 50 FEET WEST OF THE CENTER OF A
 KD1176'T-ROAD SOUTH, 27 FEET SOUTH OF THE CENTER OF COUNTY ROAD B,
 KD1176'15.5 FEET NORTH OF A WHITE PICKET FENCE, AND THE MARK IS FLUSH
 KD1176'WITH THE SURFACE OF THE GROUND.
 KD1176'
 KD1176'REFERENCE MARK NO. 2 IS 98 FEET WEST-SOUTHWEST OF THE WEST GATE
 KD1176'POST FOR THE BOARD GATE, 35 FEET NORTH OF THE CENTER OF COUNTY
 KD1176'ROAD B, 5 FEET SOUTH OF AN EAST-WEST FENCE, AND THE MARK IS
 KD1176'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1339 ***********************************************************************
 HD1339  DESIGNATION -  EVERTON
 HD1339  PID         -  HD1339
 HD1339  STATE/COUNTY-  MO/DADE
 HD1339  USGS QUAD   -  EVERTON (1975)
 HD1339
 HD1339                         *CURRENT SURVEY CONTROL
 HD1339  ___________________________________________________________________
 HD1339* NAD 83(1997)-  37 18 19.43848(N)    093 41 46.45198(W)     ADJUSTED  
 HD1339* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 HD1339  ___________________________________________________________________
 HD1339  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 HD1339  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HD1339
 HD1339  HORZ ORDER  -  FIRST
 HD1339
 HD1339.The horizontal coordinates were established by classical geodetic methods
 HD1339.and adjusted by the National Geodetic Survey in February 2000..
 HD1339
 HD1339.The orthometric height was scaled from a topographic map.
 HD1339
 HD1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1339
 HD1339.The geoid height was determined by GEOID03.
 HD1339
 HD1339;                    North         East     Units Scale Factor Converg.
 HD1339;SPC MO W     -   126,663.759   921,253.599   MT  1.00000369   +0 29 13.7
 HD1339;SPC MO C     -   164,014.713   393,953.350   MT  1.00007182   -0 43 30.2
 HD1339;UTM  15      - 4,128,979.420   438,299.832   MT  0.99964689   -0 25 19.1
 HD1339
 HD1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1339!SPC MO W     -   0.99994582  x   1.00000369  =   0.99994951
 HD1339!SPC MO C     -   0.99994582  x   1.00007182  =   1.00001764
 HD1339!UTM  15      -   0.99994582  x   0.99964689  =   0.99959273
 HD1339
 HD1339|---------------------------------------------------------------------|
 HD1339| PID    Reference Object                     Distance      Geod. Az  |
 HD1339|                                                           dddmmss.s |
 HD1339| CN6833 EVERTON RM 1                         21.153 METERS 06727     |
 HD1339| CN6832 EVERTON AZ MK                                      0900717.8 |
 HD1339| HD1340 EVERTON RADIO STA KAJ 71 TWR        148.528 METERS 26048     |
 HD1339| CN6834 EVERTON RM 2                         27.031 METERS 31541     |
 HD1339|---------------------------------------------------------------------|
 HD1339
 HD1339                          SUPERSEDED SURVEY CONTROL
 HD1339
 HD1339  NAD 83(1997)-  37 18 19.43877(N)    093 41 46.45197(W) AD(       ) 1
 HD1339  NAD 83(1997)-  37 18 19.44944(N)    093 41 46.45285(W) AD(       ) 1
 HD1339  NAD 83(1986)-  37 18 19.45077(N)    093 41 46.45124(W) AD(       ) 1
 HD1339  NAD 27      -  37 18 19.27300(N)    093 41 45.71030(W) AD(       ) 1
 HD1339
 HD1339.Superseded values are not recommended for survey control.
 HD1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1339.See file dsdata.txt to determine how the superseded data were derived.
 HD1339
 HD1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB3830028979(NAD 83)
 HD1339_MARKER: DS = TRIANGULATION STATION DISK
 HD1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1339
 HD1339  HISTORY     - Date     Condition        Report By
 HD1339  HISTORY     - 1959     MONUMENTED       CGS
 HD1339  HISTORY     - 1960     GOOD             CGS
 HD1339
 HD1339                          STATION DESCRIPTION
 HD1339
 HD1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1339'THE STATION IS ABOUT 2-1/2 MILES SOUTH AND 1/2 MILE EAST OF EVERTON,
 HD1339'IN THE NORTHWEST 1/4 OF SEC. 28, T. 30 N., R. 25 W., AND ON THE
 HD1339'PROPERTY OF MR. G. CUNNINGHAM.  IT IS 82 FEET NORTH OF THE
 HD1339'NORTHEAST CORNER OF A GARAGE, 45 FEET SOUTH OF THE CENTERLINE
 HD1339'OF A GRAVELED ROAD, 33 FEET EAST OF THE CENTERLINE OF A
 HD1339'DRIVEWAY, 30 FEET SOUTH OF A TELEPHONE POLE, 29 FEET SOUTH
 HD1339'OF A WIRE FENCE AND 26 FEET SOUTHEAST OF A POWER POLE.  THE
 HD1339'MONUMENT IS 10 INCHES BELOW THE GROUND SURFACE AND THE DISK
 HD1339'IS STAMPED EVERTON 1959.
 HD1339'
 HD1339'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THE SOUTHWEST
 HD1339'EDGE OF EVERTON, GO SOUTHERLY ON COUNTY ROAD M FOR 2.55 MILES
 HD1339'TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE GRAVELED
 HD1339'ROAD FOR 0.3 MILE TO THE HOME OF MR. CUNNINGHAM ON THE RIGHT
 HD1339'AND THE STATION AS DESCRIBED.
 HD1339'
 HD1339'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 HD1339'GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT
 HD1339'AS DESCRIBED.
 HD1339'
 HD1339'REFERENCE MARK 1 IS 70 FEET EAST OF A TELEPHONE POLE, 15
 HD1339'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 6 INCHES
 HD1339'SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 HD1339'IS STAMPED EVERTON NO 1 1959.
 HD1339'
 HD1339'REFERENCE MARK 2 IS 26 FEET WEST OF A TELEPHONE POLE, 18
 HD1339'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 4 FEET WEST
 HD1339'OF A FENCE CORNER, 2 FEET EAST OF A WITNESS POST AND 6 INCHES
 HD1339'SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 HD1339'IS STAMPED EVERTON NO 2 1959.
 HD1339'
 HD1339'THE AZIMUTH MARK IS 17 FEET NORTH OF THE CENTERLINE OF THE
 HD1339'GRAVELED ROAD, 3 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET
 HD1339'SOUTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A WIRE FENCE AND
 HD1339'1 FOOT NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS 1 INCH
 HD1339'AND THE DISK IS STAMPED EVERTON 1959.
 HD1339'
 HD1339'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1339
 HD1339                          STATION RECOVERY (1960)
 HD1339
 HD1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1339'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 HD1339'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION AND
 HD1339'ROUTE TO REACH THE STATION ARE ADEQUATE.  DIRECTIONS TO ALL
 HD1339'MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1
 HD1339'WAS FOUND TO BE 0.006 METERS LONGER AND THE DISTANCE TO
 HD1339'REFERENCE MARK NO. 2 WAS FOUND TO BE 0.004 METERS LONGER THAN
 HD1339'THE 1959 MEASUREMENTS.
 HD1339'
 HD1339'NOTE, REFERENCE MARKS MEASURED WITH 5 KG. TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1340 ***********************************************************************
 HD1340  DESIGNATION -  EVERTON RADIO STA KAJ 71 TWR
 HD1340  PID         -  HD1340
 HD1340  STATE/COUNTY-  MO/DADE
 HD1340  USGS QUAD   -  EVERTON (1975)
 HD1340
 HD1340                         *CURRENT SURVEY CONTROL
 HD1340  ___________________________________________________________________
 HD1340* NAD 83(1997)-  37 18 18.66859(N)    093 41 52.40578(W)     ADJUSTED  
 HD1340* NAVD 88     -                                                        
 HD1340  ___________________________________________________________________
 HD1340  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 HD1340  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HD1340
 HD1340  HORZ ORDER  -  THIRD
 HD1340
 HD1340.The horizontal coordinates were established by classical geodetic methods
 HD1340.and adjusted by the National Geodetic Survey in February 2000..
 HD1340
 HD1340
 HD1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1340
 HD1340.The geoid height was determined by GEOID03.
 HD1340
 HD1340;                    North         East     Units Scale Factor Converg.
 HD1340;SPC MO W     -   126,638.779   921,107.186   MT  1.00000344   +0 29 10.1
 HD1340;SPC MO C     -   163,992.835   393,806.431   MT  1.00007220   -0 43 33.8
 HD1340;UTM  15      - 4,128,956.775   438,153.093   MT  0.99964712   -0 25 22.7
 HD1340
 HD1340                          SUPERSEDED SURVEY CONTROL
 HD1340
 HD1340  NAD 83(1997)-  37 18 18.66890(N)    093 41 52.40572(W) AD(       ) 4
 HD1340  NAD 83(1997)-  37 18 18.67952(N)    093 41 52.40703(W) AD(       ) 4
 HD1340  NAD 83(1986)-  37 18 18.68111(N)    093 41 52.40559(W) AD(       ) 4
 HD1340  NAD 27      -  37 18 18.50400(N)    093 41 51.66600(W) AD(       ) 3
 HD1340
 HD1340.Superseded values are not recommended for survey control.
 HD1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1340.See file dsdata.txt to determine how the superseded data were derived.
 HD1340
 HD1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB3815328957(NAD 83)
 HD1340_MARKER: 43 = RADIO/TV TOWER
 HD1340
 HD1340  HISTORY     - Date     Condition        Report By
 HD1340  HISTORY     - 1959     FIRST OBSERVED   CGS
 HD1340
 HD1340                          STATION DESCRIPTION
 HD1340
 HD1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1340'THE STATION IS THE RED LIGHT AT THE TOP OF THE TOWER LOCATED
 HD1340'ABOUT 2.5 MILES SOUTH OF EVERTON AND 0.3 MILE EAST OF COUNTY
 HD1340'ROAD M.  IT IS A SELF SUPPORTING 4 LEGGED STEEL TOWER PAINTED
 HD1340'IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE AND WHITE.
 HD1340'THE OVERALL HEIGHT IS 330 FEET.
 HD1340'
 HD1340'THE TOWER IS OWNED AND OPERATED BY THE AMERICAN TELEPHONE AND
 HD1340'TELEGRAPH COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1028 ***********************************************************************
 KD1028  DESIGNATION -  EXCELLO
 KD1028  PID         -  KD1028
 KD1028  STATE/COUNTY-  MO/MACON
 KD1028  USGS QUAD   -  MACON (1971)
 KD1028
 KD1028                         *CURRENT SURVEY CONTROL
 KD1028  ___________________________________________________________________
 KD1028* NAD 83(1997)-  39 37 40.01407(N)    092 28 24.64858(W)     ADJUSTED  
 KD1028* NAVD 88     -       263.43   (+/-2cm)     864.3    (feet)  VERTCON   
 KD1028  ___________________________________________________________________
 KD1028  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 KD1028  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KD1028
 KD1028  HORZ ORDER  -  SECOND
 KD1028  VERT ORDER  -  THIRD ? (See Below)
 KD1028
 KD1028.The horizontal coordinates were established by classical geodetic methods
 KD1028.and adjusted by the National Geodetic Survey in February 2000..
 KD1028
 KD1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1028.The vertical order pertains to the NGVD 29 superseded value.
 KD1028
 KD1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1028
 KD1028.The geoid height was determined by GEOID03.
 KD1028
 KD1028;                    North         East     Units Scale Factor Converg.
 KD1028;SPC MO C     -   421,123.734   502,273.866   MT  0.99993340   +0 01 00.8
 KD1028;UTM  15      - 4,386,578.362   545,183.910   MT  0.99962513   +0 20 08.9
 KD1028
 KD1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1028!SPC MO C     -   0.99996371  x   0.99993340  =   0.99989711
 KD1028!UTM  15      -   0.99996371  x   0.99962513  =   0.99958885
 KD1028
 KD1028:                Primary Azimuth Mark                     Grid Az
 KD1028:SPC MO C     -  MACON MUN WATER AND LT PLT STK           001 59 35.5
 KD1028:UTM  15      -  MACON MUN WATER AND LT PLT STK           001 40 27.4
 KD1028
 KD1028|---------------------------------------------------------------------|
 KD1028| PID    Reference Object                     Distance      Geod. Az  |
 KD1028|                                                           dddmmss.s |
 KD1028| KD1029 MACON MUN WATER AND LT PLT STK      APPROX.12.2 KM 0020036.3 |
 KD1028| KD1024 MACON S H OSTEO SANATARIUM STK      APPROX.10.3 KM 0025133.9 |
 KD1028| CL8477 EXCELLO RM 2                         32.845 METERS 00350     |
 KD1028| KD1020 CLARENCE MUNICIPAL TANK             APPROX.21.9 KM 0541810.4 |
 KD1028| CL8475 EXCELLO AZ MK                                      1805759.0 |
 KD1028| CL8476 EXCELLO RM 1                         46.320 METERS 23350     |
 KD1028| KD1027 MACON MUNICIPAL TANK                APPROX.11.9 KM 3581939.1 |
 KD1028| KD1038 MACON MO HIWAY PATROL RAD MAST      APPROX.13.6 KM 3590313.7 |
 KD1028|---------------------------------------------------------------------|
 KD1028
 KD1028                          SUPERSEDED SURVEY CONTROL
 KD1028
 KD1028  NAD 83(1997)-  39 37 40.01858(N)    092 28 24.65596(W) AD(       ) 2
 KD1028  NAD 83(1986)-  39 37 40.01951(N)    092 28 24.65641(W) AD(       ) 2
 KD1028  NAD 27      -  39 37 39.90170(N)    092 28 23.99120(W) AD(       ) 2
 KD1028  NGVD 29 (07/19/86)  263.42   (m)          864.2    (f) LEVELING    3  
 KD1028
 KD1028.Superseded values are not recommended for survey control.
 KD1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1028.See file dsdata.txt to determine how the superseded data were derived.
 KD1028
 KD1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4518486578(NAD 83)
 KD1028_MARKER: DS = TRIANGULATION STATION DISK
 KD1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1028+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 KD1028
 KD1028  HISTORY     - Date     Condition        Report By
 KD1028  HISTORY     - 1948     MONUMENTED       CGS
 KD1028  HISTORY     - 1957     GOOD             CGS
 KD1028  HISTORY     - 1966     GOOD             CGS
 KD1028  HISTORY     - 1968     GOOD             USGS
 KD1028  HISTORY     - 1984     GOOD             MOHC
 KD1028  HISTORY     - 1990     GOOD             USPSQD
 KD1028  HISTORY     - 20040414 GOOD             MODNR
 KD1028
 KD1028                          STATION DESCRIPTION
 KD1028
 KD1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1028'THE STATION IS LOCATED ABOUT 2.8 MILES NORTH OF JACKSONVILLE
 KD1028'AND 0.5 MILE SOUTH-SOUTHEAST OF EXCELLO ON RIGHT-OF-WAY OF US
 KD1028'HIGHWAY 63.  IT IS ACROSS THE ROAD FROM A POWER POLE WITH A
 KD1028'TRIANGLE BLAZE, 64 FEET NORTHWEST OF THE CENTERLINE OF THE
 KD1028'HIGHWAY AND 54 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 6
 KD1028'INCHES AND THE DISK IS STAMPED EXCELLO 1948.
 KD1028'
 KD1028'REFERENCE MARK NO. 1 IS 151.97 FEET WEST-SOUTHWEST OF THE STATION,
 KD1028'51 FEET EAST OF THE EAST RAIL OF RAILROAD AND 2 FEET EAST OF
 KD1028'A WEDGE SHAPED FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE
 KD1028'DISK IS STAMPED EXCELLO NO 1 1948.
 KD1028'
 KD1028'REFERENCE MARK NO. 2 IS 107.76 FEET NORTH OF THE STATION AND 1
 KD1028'FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 KD1028'IS STAMPED EXCELLO NO 2 1948.
 KD1028'
 KD1028'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION, 37 FEET WEST
 KD1028'OF THE CENTERLINE OF THE HIGHWAY, 32 FEET EAST OF THE EAST
 KD1028'RAIL OF THE RAILROAD AND 5 FEET SOUTHEAST OF A TELEPHONE POLE.
 KD1028'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EXCELLO 1948.
 KD1028'
 KD1028'TO REACH FROM THE DEPOT IN JACKSONVILLE, GO NORTH ON US HIGHWAY 63
 KD1028'2.6 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON 0.25 MILE
 KD1028'TO CURVE IN ROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 KD1028'
 KD1028'A 100 FOOT SIGNAL AT WOOD 1934 AND CAIRO IS VISIBLE AT 50 FEET.
 KD1028'
 KD1028'AN 87 FOOT SIGNAL AT MUD IS VISIBLE AT 15 FEET.
 KD1028'
 KD1028'AN 87 FOOT SIGNAL AT DARK IS VISIBLE AT 37 FEET.
 KD1028'
 KD1028'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1028
 KD1028                          STATION RECOVERY (1957)
 KD1028
 KD1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD1028'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK AND REFERENCE
 KD1028'MARKS NO 1 AND NO 2 WERE FOUND IN GOOD CONDITION.  AZIMUTH MARK
 KD1028'WAS NOT RECOVERED.
 KD1028
 KD1028                          STATION RECOVERY (1966)
 KD1028
 KD1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1028'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KD1028'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 KD1028'IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KD1028'
 KD1028'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION
 KD1028'MARK.
 KD1028'
 KD1028'AZIMUTH MARK IS 6.5 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE
 KD1028'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KD1028
 KD1028                          STATION RECOVERY (1968)
 KD1028
 KD1028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JFS)
 KD1028'ALL MARKS FOUND AS DESCRIBED.
 KD1028'
 KD1028'DIRECTION AND DISTANCE 2.8 MI. N. OF JACKSONVILLE.
 KD1028
 KD1028                          STATION RECOVERY (1984)
 KD1028
 KD1028'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1984 (NP)
 KD1028'EXCELLO RECOVERED GOOD.
 KD1028'
 KD1028'AZ MK RECOVERED GOOD.
 KD1028'
 KD1028'DESCRIPTION IS OK.
 KD1028
 KD1028                          STATION RECOVERY (1990)
 KD1028
 KD1028'RECOVERY NOTE BY US POWER SQUADRON 1990 (PMD)
 KD1028'RECOVERED IN GOOD CONDITION.
 KD1028
 KD1028                          STATION RECOVERY (2004)
 KD1028
 KD1028'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 KD1028'STATION RECOVERED IN GOOD CONDITION. RM'S AND AZIMUTH MARKS HAVE BEEN
 KD1028'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1319 ***********************************************************************
 KE1319  DESIGNATION -  EXCELSIOR
 KE1319  PID         -  KE1319
 KE1319  STATE/COUNTY-  MO/CLAY
 KE1319  USGS QUAD   -  EXCELSIOR SPRINGS (1990)
 KE1319
 KE1319                         *CURRENT SURVEY CONTROL
 KE1319  ___________________________________________________________________
 KE1319* NAD 83(1997)-  39 20 46.30912(N)    094 14 39.70797(W)     ADJUSTED  
 KE1319* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 KE1319  ___________________________________________________________________
 KE1319  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 KE1319  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KE1319
 KE1319  HORZ ORDER  -  THIRD
 KE1319
 KE1319.The horizontal coordinates were established by classical geodetic methods
 KE1319.and adjusted by the National Geodetic Survey in February 2000..
 KE1319
 KE1319.The orthometric height was scaled from a topographic map.
 KE1319
 KE1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1319
 KE1319.The geoid height was determined by GEOID03.
 KE1319
 KE1319;                    North         East     Units Scale Factor Converg.
 KE1319;SPC MO W     -   352,912.666   872,035.285   MT  0.99994715   +0 09 43.5
 KE1319;UTM  15      - 4,355,933.866   392,773.782   MT  0.99974156   -0 47 20.4
 KE1319
 KE1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1319!SPC MO W     -   0.99995960  x   0.99994715  =   0.99990676
 KE1319!UTM  15      -   0.99995960  x   0.99974156  =   0.99970117
 KE1319
 KE1319:                Primary Azimuth Mark                     Grid Az
 KE1319:SPC MO W     -  EXCELSIOR AZ MK                          073 26 42.3
 KE1319:UTM  15      -  EXCELSIOR AZ MK                          074 23 46.2
 KE1319
 KE1319|---------------------------------------------------------------------|
 KE1319| PID    Reference Object                     Distance      Geod. Az  |
 KE1319|                                                           dddmmss.s |
 KE1319| CL6495 EXCELSIOR AZ MK                                    0733625.8 |
 KE1319| KE1320 EXCELSIOR SPRINGS MO L P TK         APPROX. 2.4 KM 0944848.8 |
 KE1319| KE1318 EXCELSIOR SPRINGS VET HOSP TK       APPROX. 1.9 KM 1385921.1 |
 KE1319| CL6497 EXCELSIOR RM 2                       16.669 METERS 18658     |
 KE1319| CL6496 EXCELSIOR RM 1                       21.326 METERS 35458     |
 KE1319|---------------------------------------------------------------------|
 KE1319
 KE1319                          SUPERSEDED SURVEY CONTROL
 KE1319
 KE1319  NAD 83(1997)-  39 20 46.30952(N)    094 14 39.70860(W) AD(       ) 3
 KE1319  NAD 83(1986)-  39 20 46.31501(N)    094 14 39.70543(W) AD(       ) 3
 KE1319  NAD 27      -  39 20 46.28908(N)    094 14 38.91309(W) AD(       ) 3
 KE1319
 KE1319.Superseded values are not recommended for survey control.
 KE1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1319.See file dsdata.txt to determine how the superseded data were derived.
 KE1319
 KE1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9277455934(NAD 83)
 KE1319_MARKER: DS = TRIANGULATION STATION DISK
 KE1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1319+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 KE1319
 KE1319  HISTORY     - Date     Condition        Report By
 KE1319  HISTORY     - 1949     MONUMENTED       CGS
 KE1319  HISTORY     - 1958     GOOD             CGS
 KE1319  HISTORY     - 1963     GOOD             CGS
 KE1319  HISTORY     - 20020114 POOR             NGS
 KE1319  HISTORY     - 20060218 GOOD             GEOCAC
 KE1319
 KE1319                          STATION DESCRIPTION
 KE1319
 KE1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1319'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF EXCELSIOR SPRINGS
 KE1319'ON LAND OWNED BY MRS. A.E. PRITCHARD WHO LIVES IN KANSAS CITY.
 KE1319'IT IS 43 FEET NORTH OF 4 FOOT ELM TREE, 20 FEET EAST OF THE CENTER
 KE1319'OF NORTH-SOUTH ROAD AND 8 FEET EAST OF NORTH-SOUTH FENCE LINE.
 KE1319'IT IS STAMPED EXCELSIOR 1949 AND SET FLUSH WITH THE SURFACE OF
 KE1319'THE GROUND.
 KE1319'
 KE1319'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION, 13 FEET
 KE1319'EAST OF THE CENTER OF NORTH-SOUTH ROAD AND 1 FOOT EAST OF
 KE1319'NORTH-SOUTH FENCE LINE.  IT IS STAMPED EXCELSIOR NO 1 1949 AND
 KE1319'SET FLUSH WITH THE SURFACE OF THE GROUND.
 KE1319'
 KE1319'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 14 FEET EAST OF
 KE1319'THE CENTER OF NORTH-SOUTH ROAD, 12 FEET SOUTH-SOUTHEAST OF
 KE1319'4 FOOT ELM TREE AND 2 FEET EAST OF NORTH-SOUTH FENCE LINE.  IT
 KE1319'IS STAMPED EXCELSIOR NO 2 1949 AND SET FLUSH WITH THE SURFACE
 KE1319'OF THE GROUND.
 KE1319'
 KE1319'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 39 FEET
 KE1319'SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 69 AND 2 FEET WEST OF
 KE1319'WITNESS POST.  IT IS STAMPED EXCELSIOR 1949 AND PROJECTS 3
 KE1319'INCHES.
 KE1319'
 KE1319'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69 AND
 KE1319'69 CITY ROUTE AT THE WEST EDGE OF EXCELSIOR SPRINGS, GO NORTH
 KE1319'ON U.S. HIGHWAY 69 FOR 0.45 MILE TO CROSSROADS WHERE ROAD TO RIGHT
 KE1319'GOES UNDER RAILROAD, (CONTINUE NORTH AND EAST FOR 0.3 MILE TO
 KE1319'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED), TURN LEFT AND GO
 KE1319'WEST FOR 0.25 MILE TO A STEEL GATE ON THE RIGHT, TURN RIGHT
 KE1319'THROUGH GATE THEN TURN LEFT AND FOLLOW FENCE WEST FOR 0.05 MILE
 KE1319'TO FENCE CORNER, TURN RIGHT AND FOLLOW FENCE LINE NORTH FOR
 KE1319'0.05 MILE TO LARGE ELM TREE AND STATION JUST NORTH AS
 KE1319'DESCRIBED.
 KE1319'
 KE1319'A 74 FOOT SIGNAL AT STATION LAWSON IS VISIBLE AT 4 FEET.
 KE1319'
 KE1319'AN 87 FOOT SIGNAL AT STATION CRAB IS VISIBLE AT 4 FEET.
 KE1319'
 KE1319'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KE1319
 KE1319                          STATION RECOVERY (1958)
 KE1319
 KE1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KE1319'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE RECOVERED
 KE1319'IN GOOD CONDITION.  U.S. HIGHWAY 69 HAS BEEN RELOCATED AND THERE
 KE1319'ARE SEVERAL CHANGES IN THE DESCRIPTION WHICH ARE NECESSARY.  A
 KE1319'COMPLETE DESCRIPTION FOLLOWS.
 KE1319'
 KE1319'THE STATION IS LOCATED ABOUT 1 MILE WEST OF EXCELSIOR SPRINGS,
 KE1319'150 FEET WEST-NORTHWEST OF THE CENTER OF NEW U.S. HIGHWAY 69,
 KE1319'43 FEET NORTH OF A 4-FOOT ELM TREE, 20 FEET EAST OF THE CENTER OF
 KE1319'A NORTH-SOUTH ROAD, AND 8 FEET EAST OF A NORTH-SOUTH FENCE.  THE
 KE1319'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 KE1319'IS STAMPED EXCELSIOR 1949.
 KE1319'
 KE1319'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION, ABOUT
 KE1319'160 FEET WEST-NORTHWEST OF THE CENTER OF NEW U.S. HIGHWAY 69, 13
 KE1319'FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, AND 1 FOOT EAST
 KE1319'OF A NORTH-SOUTH FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE
 KE1319'OF THE GROUND AND THE DISK IS STAMPED EXCELSIOR NO 1 1949.
 KE1319'
 KE1319'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, ABOUT 145 FEET
 KE1319'WEST-NORTHWEST OF THE CENTER OF U.S. HIGHWAY 69 (NEW), 14 FEET
 KE1319'EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 12 FEET SOUTH-SOUTHEAST
 KE1319'OF A 4-FOOT ELM TREE, 2 FEET EAST OF A NORTH-SOUTH FENCE.  THE
 KE1319'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 KE1319'STAMPED EXCELSIOR NO 2 1949.
 KE1319'
 KE1319'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 45 FEET EAST
 KE1319'OF A POWER POLE, 39 FEET SOUTHEAST OF OLD U.S. HIGHWAY 69, AND 30
 KE1319'FEET NORTHEAST OF THE MOST EASTERN EVERGREEN TREE.  THE WITNESS
 KE1319'POST IS GONE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 KE1319'STAMPED EXCELSIOR 1949.
 KE1319'
 KE1319'TO REACH THE STATION FROM THE JUNCTION OF NEW U.S. HIGHWAY 69
 KE1319'AND STATE HIGHWAY 10 WHICH IS ABOUT 1 AND 1/2 MILES SOUTHWEST
 KE1319'OF EXCELSIOR SPRINGS, GO NORTH ON NEW U.S. HIGHWAY 69 FOR 0.1
 KE1319'MILE TO UNDERPASS.  CONTINUE NORTH-NORTHEAST ON U.S. HIGHWAY 69
 KE1319'FOR 1.2 MILES TO DIRT CROSSROADS.  TURN LEFT OFF THE HIGHWAY AND
 KE1319'GO NORTH ON A DIRT ROAD FOR 0.05 MILE TO THE STATION ON THE
 KE1319'RIGHT.
 KE1319'
 KE1319'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A DIRT
 KE1319'ROAD FOR 0.2 MILE TO OLD U.S. HIGHWAY 69.  TURN LEFT AND FOLLOW
 KE1319'THE OLD HIGHWAY NORTHEAST FOR 0.25 MILE TO THE AZIMUTH MARK
 KE1319'ON THE RIGHT.
 KE1319
 KE1319                          STATION RECOVERY (1963)
 KE1319
 KE1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (EHO)
 KE1319'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 KE1319'STATION IS ABOUT 200 FEET N AND 20 FEET E OF SW CORNER OF E 1/2
 KE1319'OF NW 1/4 SEC. 2-52-30, AND ABOUT 200 FEET W OF NEW HIGHWAY 69
 KE1319'OR I-35.  THERE IS A FENCE ON WEST SIDE OF ROAD, 40.5 FEET WEST
 KE1319'OF STATION.
 KE1319'
 KE1319'THE FENCE 8 FEET WEST OF STATION IS GONE.  THE 4-FOOT ELM TREE IS
 KE1319'GONE EXCEPT BURNED SNAG.
 KE1319
 KE1319                          STATION RECOVERY (2002)
 KE1319
 KE1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1319'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1319
 KE1319                          STATION RECOVERY (2006)
 KE1319
 KE1319'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1319'THE STATION WAS LOCATED IN GOOD CONDITION. REFERENCE MARK NUMBER 1,
 KE1319'NUBMER 2 AND THE AZIMUTH MARK WERE NOT LOCATED AFTER A VISUAL SEARCH.
 KE1319'THE FENCE ON THE EAST SIDE OF NORTH-SOUTH ROAD HAS BEEN REMOVED. THE
 KE1319'FENCE ON THE WEST SIDE HAS BEEN REMOVED.  ALL TRACE OF THE ELM TREE
 KE1319'HAS BEEN REMOVED.
 KE1319' 
 KE1319'THE NORTH-SOUTH ROAD IN THE DESCRIPTION IS TIGER DRIVE. DITCH GRADING
 KE1319'FOR TIGER DRIVE MAY HAVE DISTURBED THE TWO REFERENCE MARKS.
 KE1319' 
 KE1319' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0691 ***********************************************************************
 LF0691  DESIGNATION -  EXCELSIOR AZ MK
 LF0691  PID         -  LF0691
 LF0691  STATE/COUNTY-  MO/ATCHISON
 LF0691  USGS QUAD   -  NEMAHA (1966)
 LF0691
 LF0691                         *CURRENT SURVEY CONTROL
 LF0691  ___________________________________________________________________
 LF0691* NAD 83(1986)-  40 19 25.     (N)    095 37 51.     (W)     SCALED    
 LF0691* NAVD 88     -       270.227  (meters)     886.57   (feet)  ADJUSTED  
 LF0691  ___________________________________________________________________
 LF0691  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LF0691  DYNAMIC HT  -         270.083 (meters)     886.10  (feet)  COMP
 LF0691  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 LF0691
 LF0691  VERT ORDER  -  SECOND    CLASS 0
 LF0691
 LF0691.The horizontal coordinates were scaled from a topographic map and have
 LF0691.an estimated accuracy of +/- 6 seconds.
 LF0691
 LF0691.The orthometric height was determined by differential leveling
 LF0691.and adjusted by the National Geodetic Survey in June 1991..
 LF0691
 LF0691.The geoid height was determined by GEOID03.
 LF0691
 LF0691.The dynamic height is computed by dividing the NAVD 88
 LF0691.geopotential number by the normal gravity value computed on the
 LF0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0691.degrees latitude (g = 980.6199 gals.).
 LF0691
 LF0691.The modeled gravity was interpolated from observed gravity values.
 LF0691
 LF0691;                    North         East    Units  Estimated Accuracy
 LF0691;SPC MO W     -   462,010.      753,900.      MT  (+/- 180 meters Scaled)
 LF0691
 LF0691                          SUPERSEDED SURVEY CONTROL
 LF0691
 LF0691  NGVD 29 (??/??/92)  270.141  (m)          886.29   (f) ADJ UNCH    2 0
 LF0691
 LF0691.Superseded values are not recommended for survey control.
 LF0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0691.See file dsdata.txt to determine how the superseded data were derived.
 LF0691
 LF0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE764669(NAD 83)
 LF0691_MARKER: DZ = AZIMUTH MARK DISK
 LF0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0691_STAMPING: EXCELSIOR 1947
 LF0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0691+STABILITY: SURFACE MOTION
 LF0691
 LF0691  HISTORY     - Date     Condition        Report By
 LF0691  HISTORY     - 1947     MONUMENTED       CGS
 LF0691  HISTORY     - 1948     GOOD             NGS
 LF0691  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF0691
 LF0691                          STATION DESCRIPTION
 LF0691
 LF0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0691'5 MI SW FROM LANGDON.
 LF0691'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0691'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 2.05 MILES SOUTH
 LF0691'ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED ROAD,
 LF0691'THENCE 0.25 MILE WEST ALONG A DIRT ROAD, AT A WOODS ROAD LEADING
 LF0691'SOUTH, 19.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 LF0691'7.0 FEET EAST OF THE CENTER LINE OF THE WOODS ROAD, 1.7 FEET EAST
 LF0691'OF AN EAST GATE POST, 1.8 FEET SOUTH OF A REFERENCE POST, SET
 LF0691'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LF0691'NOTE-- A NEW LEVEE HAS BEEN CONSTRUCTED IN THE AREA OF THE MARK
 LF0691'AND THE MARK IS EITHER COVERED TO A CONSIDERABLE DEPTH OR IT WAS
 LF0691'DESTROYED.
 LF0691
 LF0691                          STATION RECOVERY (1961)
 LF0691
 LF0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8335 ***********************************************************************
 DF8335  DESIGNATION -  EXCELSIOR RESET
 DF8335  PID         -  DF8335
 DF8335  STATE/COUNTY-  MO/ATCHISON
 DF8335  USGS QUAD   -  LANGDON (1984)
 DF8335
 DF8335                         *CURRENT SURVEY CONTROL
 DF8335  ___________________________________________________________________
 DF8335* NAD 83(1997)-  40 19 25.16998(N)    095 37 24.48306(W)     ADJUSTED  
 DF8335* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 DF8335  ___________________________________________________________________
 DF8335  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 DF8335  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DF8335
 DF8335  HORZ ORDER  -  SECOND
 DF8335
 DF8335.The horizontal coordinates were established by classical geodetic methods
 DF8335.and adjusted by the National Geodetic Survey in February 2000..
 DF8335
 DF8335.The orthometric height was scaled from a topographic map.
 DF8335
 DF8335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8335
 DF8335.The geoid height was determined by GEOID03.
 DF8335
 DF8335;                    North         East     Units Scale Factor Converg.
 DF8335;SPC MO W     -   462,009.866   754,521.870   MT  1.00005335   -0 43 37.4
 DF8335;SPC NE       -    63,853.114   871,751.106   MT  0.99986934   +2 54 01.1
 DF8335;UTM  15      - 4,466,984.481   277,109.657   MT  1.00021159   -1 41 54.1
 DF8335
 DF8335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8335!SPC MO W     -   0.99996238  x   1.00005335  =   1.00001573
 DF8335!SPC NE       -   0.99996238  x   0.99986934  =   0.99983173
 DF8335!UTM  15      -   0.99996238  x   1.00021159  =   1.00017396
 DF8335
 DF8335|---------------------------------------------------------------------|
 DF8335| PID    Reference Object                     Distance      Geod. Az  |
 DF8335|                                                           dddmmss.s |
 DF8335| AI9035 EXCELSIOR RM 3                       49.018 METERS 08544     |
 DF8335| LF0692 EXCELSIOR RM 2                       62.636 METERS 21051     |
 DF8335| LF0691 EXCELSIOR AZ MK                                    2715435.0 |
 DF8335| LF1366 BROWN                               APPROX.10.6 KM 3382202.4 |
 DF8335| LF0694 EXCELSIOR RM 1                       23.896 METERS 34836     |
 DF8335|---------------------------------------------------------------------|
 DF8335
 DF8335                          SUPERSEDED SURVEY CONTROL
 DF8335
 DF8335  NAD 83(1997)-  40 19 25.16998(N)    095 37 24.48306(W) AD(       ) 2
 DF8335  NAD 83(1997)-  40 19 25.16997(N)    095 37 24.48305(W) AD(       ) 2
 DF8335  NAD 83(1997)-  40 19 25.16998(N)    095 37 24.48307(W) AD(       ) 2
 DF8335  NAD 83(1986)-  40 19 25.17609(N)    095 37 24.47866(W) AD(       ) 2
 DF8335
 DF8335.Superseded values are not recommended for survey control.
 DF8335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8335.See file dsdata.txt to determine how the superseded data were derived.
 DF8335
 DF8335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7711066984(NAD 83)
 DF8335_MARKER: DZ = AZIMUTH MARK DISK
 DF8335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8335_STAMPING: EXCELSIOR 1947 1984
 DF8335_MARK LOGO: NGS   
 DF8335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8335+STABILITY: SURFACE MOTION
 DF8335
 DF8335  HISTORY     - Date     Condition        Report By
 DF8335  HISTORY     - 1984     MONUMENTED       NGS
 DF8335
 DF8335                          STATION DESCRIPTION
 DF8335
 DF8335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DF8335'THE SURFACE STATION MARK, THE UNDERGROUND STATION MARK AND RMS 1 AND 3
 DF8335'WERE RECOVERED.  THE STATION MARKS ARE IN A CULTIVATED FIELD AND THE
 DF8335'EXISTING SURFACE MARK WAS INTERFERING WITH FARMING OPERATIONS.
 DF8335'THEREFORE THE SURFACE MARK WAS REMOVED AND A NEW MARK SET DIRECTLY
 DF8335'OVER THE UNDERGROUND MARK AND 1.17 FT (0.36 M) LOWER THAN THE ORIGINAL
 DF8335'SURFACE MARK AND IS RECESSED 1.50 FT (0.46 M) BELOW THE GROUND
 DF8335'SURFACE.  WHILE THE SURFACE STATION MARK HAD BEEN A BENCH MARK IS
 DF8335'APPEARED TILTED AND WAS BADLY BATTERED.  THE ELEVATION TRANSFER WAS
 DF8335'MADE.  RM 1 IS IN THE BACKSLOPE OF A DEEP DITCH AND APPEARED TO BE
 DF8335'DISTURBED.  IT IS IN DANGER OF BEING LOST IN EROSION.  RM 3 WAS
 DF8335'RECOVERED IN GOOD CONDITION.  THE ANGLE BETWEEN THE RMS DIFFERED BY 6
 DF8335'MINUTES LARGER THAN 1962 DATA.  THE DISTANCE TO RMS 1 WAS 0.006 M
 DF8335'(0.020 FT) SHORTER AND THE DISTANCE TO RM 3 WAS 0.02 FT (0.61 CM)
 DF8335'SHORTER THAN 1962 DATA.  A RM 4 AS ESTABLISHED THIS DATE.  THE
 DF8335'ORIGINAL AZ MK WAS REPORTED LOST IN 1962.  AN AZ MK NO 2 WAS
 DF8335'ESTABLISHED AT THIS TIME.  DUE TO THE ABOVE, A NEW DESCRIPTION
 DF8335'FOLLOWS.  THE STATION IS LOCATED ABOUT 5 1/2 MI SE OF BROWNSVILLE, NE,
 DF8335'4 MI (6.4 KM) SW OF LANGDON, 1 MI (1.6 KM) E OF THE MISSOURI RIVER AND
 DF8335'IN THE N EDGE OF A CULTIVATED FIELD, ON PROPERTY OWNED BY LEON
 DF8335'HARBOUR, P.O BOX 137, STELLA, NEBRASKA, 68442.  TO REACH THE STATION
 DF8335'FROM THE JUNCTION OF STATE ROADS U AND E, IN LANGDON, GO E ON ROAD U
 DF8335'FOR 0.05 MI (0.08 KM) TO A CURVE.  CONTINUE S ON ROAD U FOR 0.25 MI
 DF8335'(0.40 KM) TO A CURVE.  CONTINUE W ON ROAD U FOR 1.5 MI (2.4 KM) TO A
 DF8335'CURVE.  CONTINUE S ON ROAD U FOR 2.0 MI (3.2 KM) TO THE END OF ROAD U
 DF8335'AND A GRAVELED RIGHT, RIGHT.  TURN RIGHT AND GO W ON THE GRAVELED ROAD
 DF8335'FOR 0.9 MI (1.4 KM) TO AN OLD FARM SITE AND THE STATION ON THE LEFT.
 DF8335' 
 DF8335'THE STATION IS A STANDARD NGS DISK STAMPED---EXCELSIOR 1947 1984---,
 DF8335'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 14 INCHES, 36 CM, IN
 DF8335'DIAMETER, RECESSED BELOW THE GROUND.  THE STATION IS LOCATED 121.2 FT
 DF8335'(36.9 M) W FROM THE CENTER OR A WELL AND WINDMILL, 50.0 FT (15.2 M) S
 DF8335'FROM THE CENTERLINE OF THE ROAD, 42.1 FT (12.8 M) SE FROM A POWERLINE
 DF8335'POLE.  RM NO 01, IS A STANDARD CGS DISK STAMPED---EXCELSIOR NO 1
 DF8335'1947---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 DF8335'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 51.8 FT
 DF8335'(15.8 M) E FROM A POWERLINE POLE, 29.0 FT (8.8 M) N FROM THE
 DF8335'CENTERLINE OF THE ROAD. RM NO 03, IS A STANDARD CGS DISK
 DF8335'STAMPED---EXCELSIOR NO 3 1947---, SET INTO THE TOP OF A ROUND CONCRETE
 DF8335'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE
 DF8335'STATION IS LOCATED 52.0 FT (15.8 M) NE FROM THE CENTER OF THE WELL AND
 DF8335'WINDMILL, 38 FT (11.6 M) S FROM THE CENTERLINE OF THE ROAD, 1.0 FT
 DF8335'(0.3 M) SW OF THE CONCRETE FOUNDATION OF AN OLD, STEEL GRAIN BIN, 1.0
 DF8335'FT (0.3 M) N FROM A WITNESS POST, AND 1.5 FT (0.5 M) HIGHER THAN THE
 DF8335'STATION.  RM NO 04, IS A STANDARD NGS DISK STAMPED---EXCELSIOR 1947 NO
 DF8335'4 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 DF8335'(30 CM) IN DIAMETER, PROJECTING 03 INCHES (8 CM) ABOVE THE GROUND.
 DF8335'THE STATION IS LOCATED 21.0 FT (6.4 M) S FROM THE CENTERLINE OF THE
 DF8335'ROAD, 2.8 FT (0.9 M) E FROM A POWERLINE POLE, 1.5 FT (0.5 M) W FROM A
 DF8335'WITNESS POST, AND 1.5 FT (0.5 M) HIGHER THAN THE STATION.  AZ MK NO
 DF8335'02, IS A STANDARD NGS DIKS STAMPED---EXCELSIOR 1947 NO 2 1984---, SET
 DF8335'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 DF8335'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 16.5 FT (5.0 M) E
 DF8335'FROM THE CENTERLINE OF THE ROAD, 3.2 FT (1.0 M) SSW FROM A FENCE
 DF8335'CORNER POST, 2.6 FT (0.8 M) NW FROM A WITNESS POS, 1.0 FT (0.3 M) E
 DF8335'FROM A FENCE.  TO REACH THE AZ MK GO E ON THE GRAVELED ROAD FOR 0.15
 DF8335'MI (0.24 KM) TO A CURVE LEFT.  CONTINUE S ON A GRAVELED ROAD FOR 0.35
 DF8335'MI (0.56 KM) TO A MARK ON THE LEFT AT THE NW CORNER OF A GROVE OF
 DF8335'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0694 ***********************************************************************
 LF0694  DESIGNATION -  EXCELSIOR RM 1
 LF0694  PID         -  LF0694
 LF0694  STATE/COUNTY-  MO/ATCHISON
 LF0694  USGS QUAD   -  LANGDON (1984)
 LF0694
 LF0694                         *CURRENT SURVEY CONTROL
 LF0694  ___________________________________________________________________
 LF0694* NAD 83(1986)-  40 19 25.     (N)    095 37 24.     (W)     SCALED    
 LF0694* NAVD 88     -       269.858  (meters)     885.36   (feet)  ADJUSTED  
 LF0694  ___________________________________________________________________
 LF0694  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF0694  DYNAMIC HT  -         269.714 (meters)     884.89  (feet)  COMP
 LF0694  MODELED GRAV-     980,085.8   (mgal)                       NAVD 88
 LF0694
 LF0694  VERT ORDER  -  SECOND    CLASS 0
 LF0694
 LF0694.The horizontal coordinates were scaled from a topographic map and have
 LF0694.an estimated accuracy of +/- 6 seconds.
 LF0694
 LF0694.The orthometric height was determined by differential leveling
 LF0694.and adjusted by the National Geodetic Survey in June 1991..
 LF0694
 LF0694.The geoid height was determined by GEOID03.
 LF0694
 LF0694.The dynamic height is computed by dividing the NAVD 88
 LF0694.geopotential number by the normal gravity value computed on the
 LF0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0694.degrees latitude (g = 980.6199 gals.).
 LF0694
 LF0694.The modeled gravity was interpolated from observed gravity values.
 LF0694
 LF0694;                    North         East    Units  Estimated Accuracy
 LF0694;SPC MO W     -   462,000.      754,530.      MT  (+/- 180 meters Scaled)
 LF0694
 LF0694                          SUPERSEDED SURVEY CONTROL
 LF0694
 LF0694  NGVD 29 (??/??/92)  269.771  (m)          885.07   (f) ADJ UNCH    2 0
 LF0694
 LF0694.Superseded values are not recommended for survey control.
 LF0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0694.See file dsdata.txt to determine how the superseded data were derived.
 LF0694
 LF0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE771669(NAD 83)
 LF0694_MARKER: DR = REFERENCE MARK DISK
 LF0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0694_STAMPING: EXCELSIOR NO 1 1947
 LF0694_MARK LOGO: CGS   
 LF0694_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0694+STABILITY: SURFACE MOTION
 LF0694
 LF0694  HISTORY     - Date     Condition        Report By
 LF0694  HISTORY     - 1947     MONUMENTED       CGS
 LF0694  HISTORY     - 1948     GOOD             NGS
 LF0694  HISTORY     - 1961     GOOD             NGS
 LF0694  HISTORY     - 1984     POOR             NGS
 LF0694  HISTORY     - 19840314 GOOD             NGS
 LF0694
 LF0694                          STATION DESCRIPTION
 LF0694
 LF0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0694'3.6 MI SW FROM LANGDON.
 LF0694'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0694'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 2.05 MILES SOUTH
 LF0694'ALONG A PAVED ROAD, THENCE 0.9 MILE WEST ALONG A PAVED ROAD, ABOUT
 LF0694'400.0 FEET SOUTHWEST OF THE EXCELSIOR SCHOOL, 78.8 FEET
 LF0694'NORTH-NORTHWEST OF TRIANGULATION STATION EXCELSIOR, 27.0 FEET
 LF0694'NORTH OF THE CENTER LINE OF THE PAVED ROAD, 1.0 FOOT SOUTH OF THE
 LF0694'NORTH RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST AND
 LF0694'LEVEL WITH THE GROUND.  NOTE-- THIS MARK HAD BEEN DISPLACED BY
 LF0694'HEAVY ROAD MACHINERY AND WAS REPLACED IN THE SAME APPROXIMATE
 LF0694'LOCATION, BUT THIS DESTROYS THE USE OF THIS MARK AS A BENCH MARK.
 LF0694
 LF0694                          STATION RECOVERY (1961)
 LF0694
 LF0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0694'RECOVERED IN GOOD CONDITION.
 LF0694
 LF0694                          STATION RECOVERY (1984)
 LF0694
 LF0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF0694'THIS MARK IS ON THE BACK SLOPE OF A DEEP DITCH AND IS EXPOSED 18
 LF0694'INCHES ON THE SOUTH SIDE.
 LF0694
 LF0694                          STATION RECOVERY (1984)
 LF0694
 LF0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LF0694'RM NO 01, IS A STANDARD CGS DISK STAMPED---EXCELSIOR NO 1 1947---, SET
 LF0694'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 LF0694'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 51.8 FT (15.8 M)
 LF0694'E FROM A POWERLINE POLE, 29.0 FT (8.8 M) N FROM THE CENTERLINE OF THE
 LF0694'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0692 ***********************************************************************
 LF0692  DESIGNATION -  EXCELSIOR RM 2
 LF0692  PID         -  LF0692
 LF0692  STATE/COUNTY-  MO/ATCHISON
 LF0692  USGS QUAD   -  LANGDON (1984)
 LF0692
 LF0692                         *CURRENT SURVEY CONTROL
 LF0692  ___________________________________________________________________
 LF0692* NAD 83(1986)-  40 19 25.     (N)    095 37 24.     (W)     SCALED    
 LF0692* NAVD 88     -       270.061  (meters)     886.03   (feet)  ADJUSTED  
 LF0692  ___________________________________________________________________
 LF0692  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF0692  DYNAMIC HT  -         269.917 (meters)     885.55  (feet)  COMP
 LF0692  MODELED GRAV-     980,085.8   (mgal)                       NAVD 88
 LF0692
 LF0692  VERT ORDER  -  SECOND    CLASS 0
 LF0692
 LF0692.The horizontal coordinates were scaled from a topographic map and have
 LF0692.an estimated accuracy of +/- 6 seconds.
 LF0692
 LF0692.The orthometric height was determined by differential leveling
 LF0692.and adjusted by the National Geodetic Survey in June 1991..
 LF0692
 LF0692.The geoid height was determined by GEOID03.
 LF0692
 LF0692.The dynamic height is computed by dividing the NAVD 88
 LF0692.geopotential number by the normal gravity value computed on the
 LF0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0692.degrees latitude (g = 980.6199 gals.).
 LF0692
 LF0692.The modeled gravity was interpolated from observed gravity values.
 LF0692
 LF0692;                    North         East    Units  Estimated Accuracy
 LF0692;SPC MO W     -   462,000.      754,530.      MT  (+/- 180 meters Scaled)
 LF0692
 LF0692                          SUPERSEDED SURVEY CONTROL
 LF0692
 LF0692  NGVD 29 (??/??/92)  269.974  (m)          885.74   (f) ADJ UNCH    2 0
 LF0692
 LF0692.Superseded values are not recommended for survey control.
 LF0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0692.See file dsdata.txt to determine how the superseded data were derived.
 LF0692
 LF0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE771669(NAD 83)
 LF0692_MARKER: DR = REFERENCE MARK DISK
 LF0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0692_STAMPING: EXCELSIOR NO 2 1947
 LF0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0692+STABILITY: SURFACE MOTION
 LF0692
 LF0692  HISTORY     - Date     Condition        Report By
 LF0692  HISTORY     - 1947     MONUMENTED       CGS
 LF0692  HISTORY     - 1948     GOOD             NGS
 LF0692  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF0692
 LF0692                          STATION DESCRIPTION
 LF0692
 LF0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0692'4.6 MI SW FROM LANGDON.
 LF0692'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0692'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 2.05 MILES SOUTH
 LF0692'ALONG A PAVED ROAD, THENCE 0.9 MILE WEST ALONG A PAVED ROAD, IN
 LF0692'A PASTURE FIELD, 205.7 FEET SOUTHWEST OF TRIANGULATION STATION
 LF0692'EXCELSIOR, 228.0 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD,
 LF0692'0.8 FOOT NORTH OF THE SOUTH PASTURE FENCE, SET IN THE TOP OF A
 LF0692'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THE
 LF0692'LAND IS UNDER CULTIVATION, THE FENCE IS GONE, AND THIS MARK WAS
 LF0692'PROBABLY DESTROYED WHEN THE FENCE WAS REMOVED.
 LF0692
 LF0692                          STATION RECOVERY (1961)
 LF0692
 LF0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0924 ***********************************************************************
 GF0924  DESIGNATION -  EXETER
 GF0924  PID         -  GF0924
 GF0924  STATE/COUNTY-  MO/BARRY
 GF0924  USGS QUAD   -  EXETER (1974)
 GF0924
 GF0924                         *CURRENT SURVEY CONTROL
 GF0924  ___________________________________________________________________
 GF0924* NAD 83(1997)-  36 43 04.47553(N)    093 55 01.76491(W)     ADJUSTED  
 GF0924* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 GF0924  ___________________________________________________________________
 GF0924  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 GF0924  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GF0924
 GF0924  HORZ ORDER  -  SECOND
 GF0924
 GF0924.The horizontal coordinates were established by classical geodetic methods
 GF0924.and adjusted by the National Geodetic Survey in February 2000..
 GF0924
 GF0924.The orthometric height was scaled from a topographic map.
 GF0924
 GF0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0924
 GF0924.The geoid height was determined by GEOID03.
 GF0924
 GF0924;                    North         East     Units Scale Factor Converg.
 GF0924;SPC MO W     -    61,324.669   902,068.054   MT  0.99997456   +0 20 54.5
 GF0924;UTM  15      - 4,063,971.900   418,093.508   MT  0.99968265   -0 32 54.2
 GF0924
 GF0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0924!SPC MO W     -   0.99993038  x   0.99997456  =   0.99990494
 GF0924!UTM  15      -   0.99993038  x   0.99968265  =   0.99961305
 GF0924
 GF0924:                Primary Azimuth Mark                     Grid Az
 GF0924:SPC MO W     -  CASSVILLE OLD MUNICIPAL TANK             135 56 21.2
 GF0924:UTM  15      -  CASSVILLE OLD MUNICIPAL TANK             136 50 09.9
 GF0924
 GF0924|---------------------------------------------------------------------|
 GF0924| PID    Reference Object                     Distance      Geod. Az  |
 GF0924|                                                           dddmmss.s |
 GF0924| GF0912 CASSVILLE OLD MUNICIPAL TANK        APPROX. 5.7 KM 1361715.7 |
 GF0924| GF0911 CASSVILLE NEW MUNICIPAL TANK        APPROX. 5.8 KM 1363750.1 |
 GF0924| GF0923 CASSVILLE RAD STA KAG 802 MAST      APPROX. 5.9 KM 1430646.4 |
 GF0924| CI0859 EXETER RM 1                          32.382 METERS 19227     |
 GF0924| GF0921 EXETER MUNICIPAL TANK               APPROX. 5.7 KM 2023323.2 |
 GF0924| CI0858 EXETER AZ MK                                       2400235.8 |
 GF0924| CI0860 EXETER RM 2                          27.136 METERS 34644     |
 GF0924| GF0929 PURDY MUNICIPAL TANK                APPROX.11.1 KM 3584734.8 |
 GF0924|---------------------------------------------------------------------|
 GF0924
 GF0924                          SUPERSEDED SURVEY CONTROL
 GF0924
 GF0924  NAD 83(1997)-  36 43 04.47578(N)    093 55 01.76493(W) AD(       ) 2
 GF0924  NAD 83(1997)-  36 43 04.47886(N)    093 55 01.76458(W) AD(       ) 2
 GF0924  NAD 83(1997)-  36 43 04.48640(N)    093 55 01.76570(W) AD(       ) 2
 GF0924  NAD 83(1986)-  36 43 04.48819(N)    093 55 01.76542(W) AD(       ) 2
 GF0924  NAD 27      -  36 43 04.24910(N)    093 55 01.03890(W) AD(       ) 2
 GF0924
 GF0924.Superseded values are not recommended for survey control.
 GF0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0924.See file dsdata.txt to determine how the superseded data were derived.
 GF0924
 GF0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1809463972(NAD 83)
 GF0924_MARKER: DS = TRIANGULATION STATION DISK
 GF0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0924
 GF0924  HISTORY     - Date     Condition        Report By
 GF0924  HISTORY     - 1961     MONUMENTED       CGS
 GF0924
 GF0924                          STATION DESCRIPTION
 GF0924
 GF0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0924'ABOUT 3-1/4 MILES NORTH AND 1-1/4 MILES EAST OF THE TOWN OF
 GF0924'EXETER, ABOUT 4 MILES NORTHWEST OF CASSVILLE, IN THE SOUTHWEST
 GF0924'1/4 OF SEC. 12, T. 23 N., R. 29 W., AND ON THE PROPERTY OF
 GF0924'MR. F.C. GOSVENOR.  IT IS 108 FEET NORTH OF A T-FENCE CORNER, 38
 GF0924'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND 22 FEET
 GF0924'EAST OF A WIRE FENCE AND A WITNESS POST.  THE MONUMENT IS 12
 GF0924'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GF0924'EXETER 1961.
 GF0924'
 GF0924'TO REACH FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 GF0924'CASSVILLE, GO NORTHERLY ON STATE HIGHWAY 37 FOR 3.6 MILES TO
 GF0924'A CROSSROAD.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR 0.8
 GF0924'MILE TO A CROSSROAD.  *TURN RIGHT AND GO NORTH ON A GRAVELED ROAD
 GF0924'FOR 0.2 MILE TO THE TOP OF A RIDGE AND THE STATION ON THE RIGHT.
 GF0924'
 GF0924'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON THE
 GF0924'PAVED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GF0924'
 GF0924'REFERENCE MARK 1 IS 17 FEET EAST OF THE CENTERLINE OF THE
 GF0924'GRAVELED ROAD AND 2 FEET NORTHEAST OF THE T-FENCE CORNER.  THE
 GF0924'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED EXETER NO 1
 GF0924'1961.
 GF0924'
 GF0924'REFERENCE MARK 2 IS 88 FEET NORTH OF THE WITNESS POST, 16 FEET
 GF0924'EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT EAST
 GF0924'OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GF0924'IS STAMPED EXETER NO 2 1961.
 GF0924'
 GF0924'THE AZIMUTH MARK IS 46 FEET SOUTHEAST OF THE EAST RAIL OF A
 GF0924'RAILROAD TRACK, 29 FEET NORTH OF THE CENTERLINE OF A PAVED
 GF0924'ROAD AND 9 FEET NORTH OF A FENCE CORNER AND A WITNESS POST.
 GF0924'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED EXETER
 GF0924'1961.
 GF0924'
 GF0924'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0921 ***********************************************************************
 GF0921  DESIGNATION -  EXETER MUNICIPAL TANK
 GF0921  PID         -  GF0921
 GF0921  STATE/COUNTY-  MO/BARRY
 GF0921  USGS QUAD   -  EXETER (1974)
 GF0921
 GF0921                         *CURRENT SURVEY CONTROL
 GF0921  ___________________________________________________________________
 GF0921* NAD 83(1997)-  36 40 13.44013(N)    093 56 29.95078(W)     ADJUSTED  
 GF0921* NAVD 88     -                                                        
 GF0921  ___________________________________________________________________
 GF0921  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 GF0921  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GF0921
 GF0921  HORZ ORDER  -  THIRD
 GF0921
 GF0921.The horizontal coordinates were established by classical geodetic methods
 GF0921.and adjusted by the National Geodetic Survey in February 2000..
 GF0921
 GF0921
 GF0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0921
 GF0921.The geoid height was determined by GEOID03.
 GF0921
 GF0921;                    North         East     Units Scale Factor Converg.
 GF0921;SPC MO W     -    56,039.619   899,910.387   MT  0.99997185   +0 20 00.4
 GF0921;UTM  15      - 4,058,722.764   415,854.073   MT  0.99968723   -0 33 44.6
 GF0921
 GF0921                          SUPERSEDED SURVEY CONTROL
 GF0921
 GF0921  NAD 83(1997)-  36 40 13.44032(N)    093 56 29.95081(W) AD(       ) 4
 GF0921  NAD 83(1997)-  36 40 13.44437(N)    093 56 29.95006(W) AD(       ) 4
 GF0921  NAD 83(1997)-  36 40 13.45134(N)    093 56 29.95161(W) AD(       ) 4
 GF0921  NAD 83(1986)-  36 40 13.45314(N)    093 56 29.95153(W) AD(       ) 4
 GF0921  NAD 27      -  36 40 13.21300(N)    093 56 29.22300(W) AD(       ) 3
 GF0921
 GF0921.Superseded values are not recommended for survey control.
 GF0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0921.See file dsdata.txt to determine how the superseded data were derived.
 GF0921
 GF0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1585458723(NAD 83)
 GF0921_MARKER: 53 = ELEVATED TANK
 GF0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0921+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 GF0921
 GF0921  HISTORY     - Date     Condition        Report By
 GF0921  HISTORY     - 1961     FIRST OBSERVED   CGS
 GF0921  HISTORY     - 20020917 GOOD             GEOCAC
 GF0921
 GF0921                          STATION DESCRIPTION
 GF0921
 GF0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0921'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 GF0921'3 LEGGED STEEL STRUCTURE PAINTED SILVER AND THE TANK HAS THE
 GF0921'THE LEGEND EXETER PAINTED IN BLACK LETTERS ON THE NORTH SIDE.  THE
 GF0921'OVERALL HEIGHT IS 125 FEET.
 GF0921'
 GF0921'IT IS LOCATED ON THE SOUTH EDGE OF THE SMALL TOWN OF EXETER
 GF0921'AND JUST EAST OF A RAILROAD TRACK.
 GF0921
 GF0921                          STATION RECOVERY (2002)
 GF0921
 GF0921'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0092 ***********************************************************************
 HC0092  DESIGNATION -  F 10
 HC0092  PID         -  HC0092
 HC0092  STATE/COUNTY-  MO/BOLLINGER
 HC0092  USGS QUAD   -  STURDIVANT (1985)
 HC0092
 HC0092                         *CURRENT SURVEY CONTROL
 HC0092  ___________________________________________________________________
 HC0092* NAD 83(1986)-  37 03 00.     (N)    090 00 46.     (W)     SCALED    
 HC0092* NAVD 88     -       106.411  (meters)     349.12   (feet)  ADJUSTED  
 HC0092  ___________________________________________________________________
 HC0092  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 HC0092  DYNAMIC HT  -         106.332 (meters)     348.86  (feet)  COMP
 HC0092  MODELED GRAV-     979,879.5   (mgal)                       NAVD 88
 HC0092
 HC0092  VERT ORDER  -  FIRST     CLASS II
 HC0092
 HC0092.The horizontal coordinates were scaled from a topographic map and have
 HC0092.an estimated accuracy of +/- 6 seconds.
 HC0092
 HC0092.The orthometric height was determined by differential leveling
 HC0092.and adjusted by the National Geodetic Survey in June 1991..
 HC0092
 HC0092.The geoid height was determined by GEOID03.
 HC0092
 HC0092.The dynamic height is computed by dividing the NAVD 88
 HC0092.geopotential number by the normal gravity value computed on the
 HC0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0092.degrees latitude (g = 980.6199 gals.).
 HC0092
 HC0092.The modeled gravity was interpolated from observed gravity values.
 HC0092
 HC0092;                    North         East    Units  Estimated Accuracy
 HC0092;SPC MO E     -   135,110.      293,340.      MT  (+/- 180 meters Scaled)
 HC0092
 HC0092                          SUPERSEDED SURVEY CONTROL
 HC0092
 HC0092  NGVD 29 (??/??/92)  106.388  (m)          349.04   (f) ADJ UNCH    1 2
 HC0092
 HC0092.Superseded values are not recommended for survey control.
 HC0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0092.See file dsdata.txt to determine how the superseded data were derived.
 HC0092
 HC0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB656045(NAD 83)
 HC0092_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HC0092_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0092_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0092_STAMPING: 349.314 FT PRIM TRAV STA NO F 10 MO 1924
 HC0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0092
 HC0092  HISTORY     - Date     Condition        Report By
 HC0092  HISTORY     - 1924     MONUMENTED       USGS
 HC0092  HISTORY     - 1934     GOOD             NGS
 HC0092  HISTORY     - 20020904 MARK NOT FOUND   USACE
 HC0092
 HC0092                          STATION DESCRIPTION
 HC0092
 HC0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0092'AT STURDIVANT.
 HC0092'AT STURDIVANT, BOLLINGER COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 HC0092'RAILWAY, 83 FEET NORTH OF BRIDGE NO. A 164.5, 73 FEET WEST OF
 HC0092'POLE 164/16, AT A ROAD CROSSING, 69 FEET NORTHWEST OF THE
 HC0092'CROSSING-WARNING SIGN, 53.5 FEET NORTHWEST OF THE CENTERLINE
 HC0092'OF THE TRACK, 10 FEET EAST OF THE CENTERLINE OF THE ROAD, 44
 HC0092'FEET EAST OF THE EAST CORNER OF THE MONTGOMERY GENERAL STORE,
 HC0092'AND 4 FEET WEST OF THE SOUTH CORNER POST OF A YARD FENCE.  A
 HC0092'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 349.314
 HC0092'FT PRIM TRAV STA NO F 10 MO 1924 AND RIVETED ON THE TOP OF A
 HC0092'3-1/2-INCH IRON PIPE PROJECTING 2-1/2 FEET ABOVE GROUND.
 HC0092
 HC0092                          STATION RECOVERY (2002)
 HC0092
 HC0092'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0302 ***********************************************************************
 LE0302  DESIGNATION -  F 10
 LE0302  PID         -  LE0302
 LE0302  STATE/COUNTY-  MO/PUTNAM
 LE0302  USGS QUAD   -  UNIONVILLE WEST (1964)
 LE0302
 LE0302                         *CURRENT SURVEY CONTROL
 LE0302  ___________________________________________________________________
 LE0302* NAD 83(1986)-  40 26 19.     (N)    093 01 31.     (W)     SCALED    
 LE0302* NAVD 88     -       304.157  (meters)     997.89   (feet)  ADJUSTED  
 LE0302  ___________________________________________________________________
 LE0302  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 LE0302  DYNAMIC HT  -         304.000 (meters)     997.37  (feet)  COMP
 LE0302  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 LE0302
 LE0302  VERT ORDER  -  FIRST     CLASS II
 LE0302
 LE0302.The horizontal coordinates were scaled from a topographic map and have
 LE0302.an estimated accuracy of +/- 6 seconds.
 LE0302
 LE0302.The orthometric height was determined by differential leveling
 LE0302.and adjusted by the National Geodetic Survey in June 1991..
 LE0302
 LE0302.The geoid height was determined by GEOID03.
 LE0302
 LE0302.The dynamic height is computed by dividing the NAVD 88
 LE0302.geopotential number by the normal gravity value computed on the
 LE0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0302.degrees latitude (g = 980.6199 gals.).
 LE0302
 LE0302.The modeled gravity was interpolated from observed gravity values.
 LE0302
 LE0302;                    North         East    Units  Estimated Accuracy
 LE0302;SPC MO C     -   511,280.      455,440.      MT  (+/- 180 meters Scaled)
 LE0302
 LE0302                          SUPERSEDED SURVEY CONTROL
 LE0302
 LE0302  NGVD 29 (??/??/92)  304.138  (m)          997.83   (f) ADJ UNCH    1 2
 LE0302
 LE0302.Superseded values are not recommended for survey control.
 LE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0302.See file dsdata.txt to determine how the superseded data were derived.
 LE0302
 LE0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE978764(NAD 83)
 LE0302_MARKER: DB = BENCH MARK DISK
 LE0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0302_STAMPING: 997.642 F 10 1930
 LE0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0302+STABILITY: SURFACE MOTION
 LE0302
 LE0302  HISTORY     - Date     Condition        Report By
 LE0302  HISTORY     - 1930     MONUMENTED       CGS
 LE0302  HISTORY     - 1934     GOOD             NGS
 LE0302  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0302
 LE0302                          STATION DESCRIPTION
 LE0302
 LE0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0302'2.7 MI SW FROM UNIONVILLE.
 LE0302'2.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0302'RAILROAD FROM UNIONVILLE, PUTNAM COUNTY, 0.6 MILE NORTH
 LE0302'OF BRIDGE 131.83, 0.2 MILE EAST OF STATE HIGHWAY 5, AT THE
 LE0302'FOOT OF A HILL RISING TO THE NORTH, 100 FEET SOUTHWEST OF A
 LE0302'CONCRETE-PIPE CULVERT, 45 FEET WEST OF THE TRACK, AND 27 FEET
 LE0302'NORTH OF A POLE.  A STANDARD DISK, STAMPED 997.642 F 10 1930
 LE0302'AND SET IN THE TOP OF A CONCRETE POST.
 LE0302
 LE0302                          STATION RECOVERY (1967)
 LE0302
 LE0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2241 ***********************************************************************
 JD2241  DESIGNATION -  F 10 B 1
 JD2241  PID         -  JD2241
 JD2241  STATE/COUNTY-  MO/JOHNSON
 JD2241  USGS QUAD   -  WINDSOR (1981)
 JD2241
 JD2241                         *CURRENT SURVEY CONTROL
 JD2241  ___________________________________________________________________
 JD2241* NAD 83(1986)-  38 33 33.     (N)    093 31 38.     (W)     SCALED    
 JD2241* NAVD 88     -       280.254  (meters)     919.47   (feet)  ADJUSTED  
 JD2241  ___________________________________________________________________
 JD2241  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD2241  DYNAMIC HT  -         280.057 (meters)     918.82  (feet)  COMP
 JD2241  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 JD2241
 JD2241  VERT ORDER  -  SECOND    CLASS 0
 JD2241
 JD2241.The horizontal coordinates were scaled from a topographic map and have
 JD2241.an estimated accuracy of +/- 6 seconds.
 JD2241
 JD2241.The orthometric height was determined by differential leveling
 JD2241.and adjusted by the National Geodetic Survey in June 1991..
 JD2241
 JD2241.The geoid height was determined by GEOID03.
 JD2241
 JD2241.The dynamic height is computed by dividing the NAVD 88
 JD2241.geopotential number by the normal gravity value computed on the
 JD2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2241.degrees latitude (g = 980.6199 gals.).
 JD2241
 JD2241.The modeled gravity was interpolated from observed gravity values.
 JD2241
 JD2241;                    North         East    Units  Estimated Accuracy
 JD2241;SPC MO W     -   265,960.      934,790.      MT  (+/- 180 meters Scaled)
 JD2241
 JD2241                          SUPERSEDED SURVEY CONTROL
 JD2241
 JD2241  NGVD 29 (??/??/92)  280.14   (m)          919.1    (f) COMPUTED    2 0
 JD2241
 JD2241.Superseded values are not recommended for survey control.
 JD2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2241.See file dsdata.txt to determine how the superseded data were derived.
 JD2241
 JD2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC540679(NAD 83)
 JD2241_MARKER: Z = SEE DESCRIPTION
 JD2241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2241_SP_SET: TRIBRACH
 JD2241_STAMPING: F 10 B 1
 JD2241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2241
 JD2241  HISTORY     - Date     Condition        Report By
 JD2241  HISTORY     - UNK      MONUMENTED       DOD
 JD2241  HISTORY     - 1963     GOOD             NGS
 JD2241
 JD2241                          STATION DESCRIPTION
 JD2241
 JD2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2241'1.8 MI N FROM WINDSOR.
 JD2241'ABOUT 1.7 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION
 JD2241'OF STATE HIGHWAY 2 AT WINDSOR, THENCE ABOUT 0.15 MILE WEST
 JD2241'ACROSS A CULTIVATED FIELD, IN S 25, R 24 W, T 44 N, ON THE
 JD2241'TOP OF A SLIGHT KNOLL IN THE FIELD, ABOUT 50 YARDS WEST OF A
 JD2241'SMALL STOCK POND, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 JD2241'WITH TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER OF THE
 JD2241'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2242 ***********************************************************************
 JD2242  DESIGNATION -  F 10 B 2
 JD2242  PID         -  JD2242
 JD2242  STATE/COUNTY-  MO/JOHNSON
 JD2242  USGS QUAD   -  WINDSOR (1981)
 JD2242
 JD2242                         *CURRENT SURVEY CONTROL
 JD2242  ___________________________________________________________________
 JD2242* NAD 83(1986)-  38 33 24.     (N)    093 31 37.     (W)     SCALED    
 JD2242* NAVD 88     -       277.865  (meters)     911.63   (feet)  ADJUSTED  
 JD2242  ___________________________________________________________________
 JD2242  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD2242  DYNAMIC HT  -         277.670 (meters)     910.99  (feet)  COMP
 JD2242  MODELED GRAV-     979,919.0   (mgal)                       NAVD 88
 JD2242
 JD2242  VERT ORDER  -  SECOND    CLASS 0
 JD2242
 JD2242.The horizontal coordinates were scaled from a topographic map and have
 JD2242.an estimated accuracy of +/- 6 seconds.
 JD2242
 JD2242.The orthometric height was determined by differential leveling
 JD2242.and adjusted by the National Geodetic Survey in June 1991..
 JD2242
 JD2242.The geoid height was determined by GEOID03.
 JD2242
 JD2242.The dynamic height is computed by dividing the NAVD 88
 JD2242.geopotential number by the normal gravity value computed on the
 JD2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2242.degrees latitude (g = 980.6199 gals.).
 JD2242
 JD2242.The modeled gravity was interpolated from observed gravity values.
 JD2242
 JD2242;                    North         East    Units  Estimated Accuracy
 JD2242;SPC MO W     -   265,690.      934,810.      MT  (+/- 180 meters Scaled)
 JD2242
 JD2242                          SUPERSEDED SURVEY CONTROL
 JD2242
 JD2242  NGVD 29 (??/??/92)  277.75   (m)          911.3    (f) COMPUTED    2 0
 JD2242
 JD2242.Superseded values are not recommended for survey control.
 JD2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2242.See file dsdata.txt to determine how the superseded data were derived.
 JD2242
 JD2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC540677(NAD 83)
 JD2242_MARKER: Z = SEE DESCRIPTION
 JD2242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2242_SP_SET: TRIBRACH
 JD2242_STAMPING: F 10 B 2
 JD2242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2242
 JD2242  HISTORY     - Date     Condition        Report By
 JD2242  HISTORY     - UNK      MONUMENTED       DOD
 JD2242  HISTORY     - 1963     GOOD             NGS
 JD2242
 JD2242                          STATION DESCRIPTION
 JD2242
 JD2242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2242'1.6 MI N FROM WINDSOR.
 JD2242'ABOUT 1.5 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION
 JD2242'OF STATE HIGHWAY 2 AT WINDSOR, THENCE 0.1 MILE WEST ALONG A
 JD2242'GRAVELED ROAD, IN S 25, R 24 W, T 44 N, ABOUT 44 YARDS NORTH
 JD2242'OF THE CENTERLINE OF THE ROAD, IN THE SOUTH EDGE OF A CULTIVATED
 JD2242'FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 JD2242'A USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2244 ***********************************************************************
 JD2244  DESIGNATION -  F 10 Z
 JD2244  PID         -  JD2244
 JD2244  STATE/COUNTY-  MO/HENRY
 JD2244  USGS QUAD   -  WINDSOR (1981)
 JD2244
 JD2244                         *CURRENT SURVEY CONTROL
 JD2244  ___________________________________________________________________
 JD2244* NAD 83(1986)-  38 33 16.     (N)    093 31 55.     (W)     SCALED    
 JD2244* NAVD 88     -       274.675  (meters)     901.16   (feet)  ADJUSTED  
 JD2244  ___________________________________________________________________
 JD2244  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD2244  DYNAMIC HT  -         274.482 (meters)     900.53  (feet)  COMP
 JD2244  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 JD2244
 JD2244  VERT ORDER  -  SECOND    CLASS 0
 JD2244
 JD2244.The horizontal coordinates were scaled from a topographic map and have
 JD2244.an estimated accuracy of +/- 6 seconds.
 JD2244
 JD2244.The orthometric height was determined by differential leveling
 JD2244.and adjusted by the National Geodetic Survey in June 1991..
 JD2244
 JD2244.The geoid height was determined by GEOID03.
 JD2244
 JD2244.The dynamic height is computed by dividing the NAVD 88
 JD2244.geopotential number by the normal gravity value computed on the
 JD2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2244.degrees latitude (g = 980.6199 gals.).
 JD2244
 JD2244.The modeled gravity was interpolated from observed gravity values.
 JD2244
 JD2244;                    North         East    Units  Estimated Accuracy
 JD2244;SPC MO W     -   265,440.      934,380.      MT  (+/- 180 meters Scaled)
 JD2244
 JD2244                          SUPERSEDED SURVEY CONTROL
 JD2244
 JD2244  NGVD 29 (??/??/92)  274.56   (m)          900.8    (f) COMPUTED    2 0
 JD2244
 JD2244.Superseded values are not recommended for survey control.
 JD2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2244.See file dsdata.txt to determine how the superseded data were derived.
 JD2244
 JD2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC536674(NAD 83)
 JD2244_MARKER: DS = TRIANGULATION STATION DISK
 JD2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2244_STAMPING: F 10 Z 1963
 JD2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2244+STABILITY: SURFACE MOTION
 JD2244
 JD2244  HISTORY     - Date     Condition        Report By
 JD2244  HISTORY     - 1963     MONUMENTED       CGS
 JD2244
 JD2244                          STATION DESCRIPTION
 JD2244
 JD2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2244'2 MI NW FROM WINDSOR.
 JD2244'ABOUT 1.5 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION
 JD2244'OF STATE HIGHWAY 2 AT WINDSOR, THENCE 0.3 MILE WEST ALONG
 JD2244'A GRAVELED ROAD, THENCE 0.2 MILE SOUTH ALONG A TRACK ROAD
 JD2244'ACROSS A PASTURE, IN S 35, R 24 W, T 44 N, 42 FEET EAST OF THE
 JD2244'CENTER OF THE JUNCTION OF A TRACK ROAD, 37 FEET SOUTHEAST
 JD2244'OF THE CENTERLINE OF THE MAIN ROAD, 11 FEET NORTH OF A FENCE
 JD2244'CORNER, ABOUT 2 FEET EAST OF THE EXTENDED LINE OF A NORTH-SOUTH
 JD2244'FENCE, 13.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 JD2244'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD2244'POST 1.3 FEET BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2245 ***********************************************************************
 JD2245  DESIGNATION -  F 10 Z RM 1
 JD2245  PID         -  JD2245
 JD2245  STATE/COUNTY-  MO/HENRY
 JD2245  USGS QUAD   -  WINDSOR (1981)
 JD2245
 JD2245                         *CURRENT SURVEY CONTROL
 JD2245  ___________________________________________________________________
 JD2245* NAD 83(1986)-  38 33 15.     (N)    093 31 55.     (W)     SCALED    
 JD2245* NAVD 88     -       274.635  (meters)     901.03   (feet)  ADJUSTED  
 JD2245  ___________________________________________________________________
 JD2245  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD2245  DYNAMIC HT  -         274.442 (meters)     900.40  (feet)  COMP
 JD2245  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 JD2245
 JD2245  VERT ORDER  -  SECOND    CLASS 0
 JD2245
 JD2245.The horizontal coordinates were scaled from a topographic map and have
 JD2245.an estimated accuracy of +/- 6 seconds.
 JD2245
 JD2245.The orthometric height was determined by differential leveling
 JD2245.and adjusted by the National Geodetic Survey in June 1991..
 JD2245
 JD2245.The geoid height was determined by GEOID03.
 JD2245
 JD2245.The dynamic height is computed by dividing the NAVD 88
 JD2245.geopotential number by the normal gravity value computed on the
 JD2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2245.degrees latitude (g = 980.6199 gals.).
 JD2245
 JD2245.The modeled gravity was interpolated from observed gravity values.
 JD2245
 JD2245;                    North         East    Units  Estimated Accuracy
 JD2245;SPC MO W     -   265,400.      934,380.      MT  (+/- 180 meters Scaled)
 JD2245
 JD2245                          SUPERSEDED SURVEY CONTROL
 JD2245
 JD2245  NGVD 29 (??/??/92)  274.52   (m)          900.7    (f) COMPUTED    2 0
 JD2245
 JD2245.Superseded values are not recommended for survey control.
 JD2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2245.See file dsdata.txt to determine how the superseded data were derived.
 JD2245
 JD2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC536674(NAD 83)
 JD2245_MARKER: DR = REFERENCE MARK DISK
 JD2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2245_STAMPING: F 10 Z NO 1 1963
 JD2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2245+STABILITY: SURFACE MOTION
 JD2245
 JD2245  HISTORY     - Date     Condition        Report By
 JD2245  HISTORY     - 1963     MONUMENTED       CGS
 JD2245
 JD2245                          STATION DESCRIPTION
 JD2245
 JD2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2245'2 MI N FROM WINDSOR.
 JD2245'ABOUT 1.5 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION
 JD2245'OF STATE HIGHWAY 2 AT WINDSOR, THENCE 0.3 MILE WEST ALONG
 JD2245'A GRAVELED ROAD, THENCE 0.2 MILE SOUTH ALONG A TRACK ROAD
 JD2245'ACROSS A PASTURE, 69.5 FEET SOUTH OF THE STATION MARK, IN S 35,
 JD2245'R 24 W, T 44 N, 58.5 FEET SOUTH OF A FENCE CORNER, 2.0 FEET
 JD2245'EAST OF A FENCE, 56.5 FEET SOUTH OF A METAL WITNESS POST,
 JD2245'ABOUT LEVEL WITH THE STATION MARK, AND SET IN THE TOP OF A
 JD2245'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2243 ***********************************************************************
 JD2243  DESIGNATION -  F 10 Z RM 2
 JD2243  PID         -  JD2243
 JD2243  STATE/COUNTY-  MO/HENRY
 JD2243  USGS QUAD   -  WINDSOR (1981)
 JD2243
 JD2243                         *CURRENT SURVEY CONTROL
 JD2243  ___________________________________________________________________
 JD2243* NAD 83(1986)-  38 33 16.     (N)    093 31 56.     (W)     SCALED    
 JD2243* NAVD 88     -       275.375  (meters)     903.46   (feet)  ADJUSTED  
 JD2243  ___________________________________________________________________
 JD2243  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD2243  DYNAMIC HT  -         275.182 (meters)     902.83  (feet)  COMP
 JD2243  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 JD2243
 JD2243  VERT ORDER  -  SECOND    CLASS 0
 JD2243
 JD2243.The horizontal coordinates were scaled from a topographic map and have
 JD2243.an estimated accuracy of +/- 6 seconds.
 JD2243
 JD2243.The orthometric height was determined by differential leveling
 JD2243.and adjusted by the National Geodetic Survey in June 1991..
 JD2243
 JD2243.The geoid height was determined by GEOID03.
 JD2243
 JD2243.The dynamic height is computed by dividing the NAVD 88
 JD2243.geopotential number by the normal gravity value computed on the
 JD2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2243.degrees latitude (g = 980.6199 gals.).
 JD2243
 JD2243.The modeled gravity was interpolated from observed gravity values.
 JD2243
 JD2243;                    North         East    Units  Estimated Accuracy
 JD2243;SPC MO W     -   265,440.      934,350.      MT  (+/- 180 meters Scaled)
 JD2243
 JD2243                          SUPERSEDED SURVEY CONTROL
 JD2243
 JD2243  NGVD 29 (??/??/92)  275.26   (m)          903.1    (f) COMPUTED    2 0
 JD2243
 JD2243.Superseded values are not recommended for survey control.
 JD2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2243.See file dsdata.txt to determine how the superseded data were derived.
 JD2243
 JD2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC536674(NAD 83)
 JD2243_MARKER: DR = REFERENCE MARK DISK
 JD2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2243_STAMPING: F 10 Z NO 2 1963
 JD2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2243+STABILITY: SURFACE MOTION
 JD2243
 JD2243  HISTORY     - Date     Condition        Report By
 JD2243  HISTORY     - 1963     MONUMENTED       CGS
 JD2243
 JD2243                          STATION DESCRIPTION
 JD2243
 JD2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2243'2 MI NW FROM WINDSOR.
 JD2243'ABOUT 1.5 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION
 JD2243'OF STATE HIGHWAY 2 AT WINDSOR, THENCE 0.3 MILE WEST ALONG A
 JD2243'GRAVELED ROAD, THENCE 0.2 MILE SOUTH ALONG A TRACK ROAD
 JD2243'ACROSS A PASTURE, IN S 35, R 24 W, T 44 N, 52 FEET NORTHWEST
 JD2243'OF THE CENTER OF THE JUNCTION OF A TRACK ROAD, 19.5 FEET
 JD2243'NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 83.7 FEET
 JD2243'WEST OF THE STATION MARK, 2.5 FEET SOUTH OF A 6-INCH CEDAR
 JD2243'TREE IN A FENCE LINE 1.5 FEET EAST OF A FENCE, ABOUT 1 FOOT
 JD2243'ABOVE THE LEVEL OF THE ROAD LEADING WEST, AND SET IN THE TOP
 JD2243'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0161 ***********************************************************************
 JD0161  DESIGNATION -  F 100
 JD0161  PID         -  JD0161
 JD0161  STATE/COUNTY-  MO/MONITEAU
 JD0161  USGS QUAD   -  ENON (1987)
 JD0161
 JD0161                         *CURRENT SURVEY CONTROL
 JD0161  ___________________________________________________________________
 JD0161* NAD 83(1986)-  38 27 24.     (N)    092 29 16.     (W)     SCALED    
 JD0161* NAVD 88     -       211.627  (meters)     694.31   (feet)  ADJUSTED  
 JD0161  ___________________________________________________________________
 JD0161  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JD0161  DYNAMIC HT  -         211.482 (meters)     693.84  (feet)  COMP
 JD0161  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 JD0161
 JD0161  VERT ORDER  -  SECOND    CLASS 0
 JD0161
 JD0161.The horizontal coordinates were scaled from a topographic map and have
 JD0161.an estimated accuracy of +/- 6 seconds.
 JD0161
 JD0161.The orthometric height was determined by differential leveling
 JD0161.and adjusted by the National Geodetic Survey in June 1991..
 JD0161
 JD0161.The geoid height was determined by GEOID03.
 JD0161
 JD0161.The dynamic height is computed by dividing the NAVD 88
 JD0161.geopotential number by the normal gravity value computed on the
 JD0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0161.degrees latitude (g = 980.6199 gals.).
 JD0161
 JD0161.The modeled gravity was interpolated from observed gravity values.
 JD0161
 JD0161;                    North         East    Units  Estimated Accuracy
 JD0161;SPC MO C     -   291,120.      501,070.      MT  (+/- 180 meters Scaled)
 JD0161
 JD0161                          SUPERSEDED SURVEY CONTROL
 JD0161
 JD0161  NGVD 29 (??/??/92)  211.597  (m)          694.21   (f) ADJ UNCH    2 0
 JD0161
 JD0161.Superseded values are not recommended for survey control.
 JD0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0161.See file dsdata.txt to determine how the superseded data were derived.
 JD0161
 JD0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC446566(NAD 83)
 JD0161_MARKER: DB = BENCH MARK DISK
 JD0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0161_STAMPING: F 100 1935
 JD0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0161+STABILITY: SURFACE MOTION
 JD0161
 JD0161  HISTORY     - Date     Condition        Report By
 JD0161  HISTORY     - 1935     MONUMENTED       CGS
 JD0161  HISTORY     - 1945     MARK NOT FOUND   NGS
 JD0161  HISTORY     - 1948     MARK NOT FOUND   NGS
 JD0161  HISTORY     - 19841228 MARK NOT FOUND   USPSQD
 JD0161
 JD0161                          STATION DESCRIPTION
 JD0161
 JD0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD0161'IN ENON.
 JD0161'AT ENON, ABOUT 7 RAILS SOUTH OF THE MISSOURI PACIFIC RAILROAD
 JD0161'STATION, AND 25 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 JD0161'STANDARD DISK STAMPED F 100 1935 AND SET IN THE TOP OF A CONCRETE
 JD0161'POST.
 JD0161
 JD0161                          STATION RECOVERY (1948)
 JD0161
 JD0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 JD0161'MARK NOT FOUND.
 JD0161
 JD0161                          STATION RECOVERY (1984)
 JD0161
 JD0161'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEB)
 JD0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0712 ***********************************************************************
 JC0712  DESIGNATION -  F 101
 JC0712  PID         -  JC0712
 JC0712  STATE/COUNTY-  MO/FRANKLIN
 JC0712  USGS QUAD   -  GERALD (1980)
 JC0712
 JC0712                         *CURRENT SURVEY CONTROL
 JC0712  ___________________________________________________________________
 JC0712* NAD 83(1986)-  38 25 43.     (N)    091 16 09.     (W)     SCALED    
 JC0712* NAVD 88     -       269.171  (meters)     883.11   (feet)  ADJUSTED  
 JC0712  ___________________________________________________________________
 JC0712  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JC0712  DYNAMIC HT  -         268.989 (meters)     882.51  (feet)  COMP
 JC0712  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 JC0712
 JC0712  VERT ORDER  -  SECOND    CLASS 0
 JC0712
 JC0712.The horizontal coordinates were scaled from a topographic map and have
 JC0712.an estimated accuracy of +/- 6 seconds.
 JC0712
 JC0712.The orthometric height was determined by differential leveling
 JC0712.and adjusted by the National Geodetic Survey in June 1991..
 JC0712
 JC0712.The geoid height was determined by GEOID03.
 JC0712
 JC0712.The dynamic height is computed by dividing the NAVD 88
 JC0712.geopotential number by the normal gravity value computed on the
 JC0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0712.degrees latitude (g = 980.6199 gals.).
 JC0712
 JC0712.The modeled gravity was interpolated from observed gravity values.
 JC0712
 JC0712;                    North         East    Units  Estimated Accuracy
 JC0712;SPC MO E     -   288,290.      182,840.      MT  (+/- 180 meters Scaled)
 JC0712
 JC0712                          SUPERSEDED SURVEY CONTROL
 JC0712
 JC0712  NGVD 29 (??/??/92)  269.182  (m)          883.14   (f) ADJ UNCH    2 0
 JC0712
 JC0712.Superseded values are not recommended for survey control.
 JC0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0712.See file dsdata.txt to determine how the superseded data were derived.
 JC0712
 JC0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC510547(NAD 83)
 JC0712_MARKER: DB = BENCH MARK DISK
 JC0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0712_STAMPING: F 101 1935
 JC0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0712+STABILITY: SURFACE MOTION
 JC0712
 JC0712  HISTORY     - Date     Condition        Report By
 JC0712  HISTORY     - 1935     MONUMENTED       CGS
 JC0712  HISTORY     - 1940     GOOD             NGS
 JC0712
 JC0712                          STATION DESCRIPTION
 JC0712
 JC0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0712'2.5 MI W FROM LESLIE.
 JC0712'2.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JC0712'FROM THE STATION AT LESLIE, FRANKLIN COUNTY, 16 POLES WEST OF
 JC0712'MILEPOST 76, AT A FARM-ROAD CROSSING, 23.3 FEET NORTH OF THE NORTH
 JC0712'RAIL, 3 YARDS EAST OF THE CENTER LINE OF THE ROAD, 6.2 FEET EAST
 JC0712'OF THE EAST GATEPOST OF THE ROAD, AND 0.6 FOOT EAST OF A WHITE
 JC0712'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 101 1935 AND SET
 JC0712'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0742 ***********************************************************************
 JC0742  DESIGNATION -  F 102
 JC0742  PID         -  JC0742
 JC0742  STATE/COUNTY-  MO/GASCONADE
 JC0742  USGS QUAD   -  ROSEBUD (1980)
 JC0742
 JC0742                         *CURRENT SURVEY CONTROL
 JC0742  ___________________________________________________________________
 JC0742* NAD 83(1986)-  38 25 14.     (N)    091 26 51.     (W)     SCALED    
 JC0742* NAVD 88     -       276.555  (meters)     907.33   (feet)  ADJUSTED  
 JC0742  ___________________________________________________________________
 JC0742  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JC0742  DYNAMIC HT  -         276.368 (meters)     906.72  (feet)  COMP
 JC0742  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 JC0742
 JC0742  VERT ORDER  -  SECOND    CLASS 0
 JC0742
 JC0742.The horizontal coordinates were scaled from a topographic map and have
 JC0742.an estimated accuracy of +/- 6 seconds.
 JC0742
 JC0742.The orthometric height was determined by differential leveling
 JC0742.and adjusted by the National Geodetic Survey in June 1991..
 JC0742
 JC0742.The geoid height was determined by GEOID03.
 JC0742
 JC0742.The dynamic height is computed by dividing the NAVD 88
 JC0742.geopotential number by the normal gravity value computed on the
 JC0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0742.degrees latitude (g = 980.6199 gals.).
 JC0742
 JC0742.The modeled gravity was interpolated from observed gravity values.
 JC0742
 JC0742;                    North         East    Units  Estimated Accuracy
 JC0742;SPC MO E     -   287,540.      167,260.      MT  (+/- 180 meters Scaled)
 JC0742
 JC0742                          SUPERSEDED SURVEY CONTROL
 JC0742
 JC0742  NGVD 29 (??/??/92)  276.560  (m)          907.35   (f) ADJ UNCH    2 0
 JC0742
 JC0742.Superseded values are not recommended for survey control.
 JC0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0742.See file dsdata.txt to determine how the superseded data were derived.
 JC0742
 JC0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC355536(NAD 83)
 JC0742_MARKER: DB = BENCH MARK DISK
 JC0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0742_STAMPING: F 102 1935
 JC0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0742+STABILITY: SURFACE MOTION
 JC0742
 JC0742  HISTORY     - Date     Condition        Report By
 JC0742  HISTORY     - 1935     MONUMENTED       CGS
 JC0742  HISTORY     - 1938     GOOD             NGS
 JC0742
 JC0742                          STATION DESCRIPTION
 JC0742
 JC0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0742'4.1 MI SE FROM DRAKE.
 JC0742'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM A GENERAL STORE
 JC0742'AT DRAKE, GASCONADE COUNTY, AT A RIGHT-ANGLE CURVE, AT THE JUNCTION
 JC0742'OF A ROAD LEADING NORTH, ABOUT 65 FEET WEST OF THE CENTER LINE
 JC0742'OF THE HIGHWAY, 30 FEET EAST OF THE CENTER OF THE ROAD, AND
 JC0742'30 FEET NORTHEAST OF A 14 INCH OAK TREE.  A STANDARD DISK, STAMPED
 JC0742'F 102 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JC0742'ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0644 ***********************************************************************
 JC0644  FBN         -  This is a Federal Base Network Control Station.
 JC0644  DESIGNATION -  F 103
 JC0644  PID         -  JC0644
 JC0644  STATE/COUNTY-  MO/MONTGOMERY
 JC0644  USGS QUAD   -  PINNACLE LAKE (1973)
 JC0644
 JC0644                         *CURRENT SURVEY CONTROL
 JC0644  ___________________________________________________________________
 JC0644* NAD 83(1997)-  38 47 49.88889(N)    091 28 24.10160(W)     ADJUSTED  
 JC0644* NAVD 88     -       165.231  (meters)     542.10   (feet)  ADJUSTED  
 JC0644  ___________________________________________________________________
 JC0644  X           -    -127,984.129 (meters)                     COMP
 JC0644  Y           -  -4,975,923.275 (meters)                     COMP
 JC0644  Z           -   3,974,878.327 (meters)                     COMP
 JC0644  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 JC0644  ELLIP HEIGHT-         133.11  (meters)          (02/11/04) GPS OBS
 JC0644  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JC0644  DYNAMIC HT  -         165.125 (meters)     541.75  (feet)  COMP
 JC0644  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 JC0644
 JC0644  HORZ ORDER  -  B
 JC0644  VERT ORDER  -  SECOND    CLASS 0
 JC0644  ELLP ORDER  -  FOURTH    CLASS I
 JC0644
 JC0644.The horizontal coordinates were established by GPS observations
 JC0644.and adjusted by the National Geodetic Survey in March 1998..
 JC0644
 JC0644.The orthometric height was determined by differential leveling
 JC0644.and adjusted by the National Geodetic Survey in June 1991..
 JC0644
 JC0644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC0644
 JC0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0644
 JC0644.The ellipsoidal height was determined by GPS observations
 JC0644.and is referenced to NAD 83.
 JC0644
 JC0644.The geoid height was determined by GEOID03.
 JC0644
 JC0644.The dynamic height is computed by dividing the NAVD 88
 JC0644.geopotential number by the normal gravity value computed on the
 JC0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0644.degrees latitude (g = 980.6199 gals.).
 JC0644
 JC0644.The modeled gravity was interpolated from observed gravity values.
 JC0644
 JC0644;                    North         East     Units Scale Factor Converg.
 JC0644;SPC MO E     -   329,367.823   165,445.763   MT  1.00002134   -0 36 35.7
 JC0644;UTM  15      - 4,295,377.876   632,574.258   MT  0.99981643   +0 57 24.0
 JC0644
 JC0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0644!SPC MO E     -   0.99997912  x   1.00002134  =   1.00000046
 JC0644!UTM  15      -   0.99997912  x   0.99981643  =   0.99979555
 JC0644
 JC0644                          SUPERSEDED SURVEY CONTROL
 JC0644
 JC0644  ELLIP H (03/31/98)  133.17   (m)                       GP(       ) 3 1
 JC0644  NAVD 88 (03/31/98)  165.23   (m)          542.1    (f) LEVELING    3  
 JC0644  NGVD 29 (??/??/92)  165.241  (m)          542.13   (f) ADJ UNCH    2 0
 JC0644
 JC0644.Superseded values are not recommended for survey control.
 JC0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0644.See file dsdata.txt to determine how the superseded data were derived.
 JC0644
 JC0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC3257495378(NAD 83)
 JC0644_MARKER: DB = BENCH MARK DISK
 JC0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0644_STAMPING: F 103 1935
 JC0644_MARK LOGO: CGS   
 JC0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0644+STABILITY: SURFACE MOTION
 JC0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0644+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 JC0644
 JC0644  HISTORY     - Date     Condition        Report By
 JC0644  HISTORY     - 1935     MONUMENTED       CGS
 JC0644  HISTORY     - 19970211 GOOD             NGS
 JC0644  HISTORY     - 20030709 GOOD             MODNR
 JC0644  HISTORY     - 20030724 GOOD             USGS
 JC0644  HISTORY     - 20050223 GOOD             JCLS
 JC0644  HISTORY     - 20050223 GOOD             JCLS
 JC0644
 JC0644                          STATION DESCRIPTION
 JC0644
 JC0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0644'0.7 MI S FROM BIG SPRINGS.
 JC0644'0.7 MILE SOUTH ALONG STATE HIGHWAY 19 FROM BIGSPRING,
 JC0644'MONTGOMERY COUNTY, AT A ROAD JUNCTION, 40 FEET NORTH OF THE
 JC0644'CENTERLINE OF THE HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF
 JC0644'THE ROAD LEADING NORTH AND 15 FEET WEST OF A FENCE CORNER.
 JC0644'A STANDARD DISK, STAMPED F 103 1935 AND SET IN THE TOP OF A
 JC0644'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 JC0644
 JC0644                          STATION RECOVERY (1997)
 JC0644
 JC0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JC0644'THE STATION IS LOCATED ABOUT 11.0 KM (6.85 MI) SOUTH OF INTERSTATE 70
 JC0644'(EXIT 175) , ABOUT 0.8 KM (0.50 MI) SOUTHEAST OF BIG SPRING, MO. ALONG
 JC0644'THE NORTHEAST SIDE OF STATE HIGHWAY 19, JUST NORTH OF THE JUNCTION OF
 JC0644'COUNTY ROAD 267, IN THE GRASS JUST SOUTH OF A RIGHT-OF-WAY FENCE AND
 JC0644'WITNESS POST.  OWNERSHIP--STATE OF MISSOURI. TO REACH THE STATION FROM
 JC0644'THE JUNCTION OF STATE HIGHWAYS K AND 19 IN BIG SPRING, GO SOUTH, 0.8
 JC0644'KM (0.50 MI) ALONG HIGHWAY 19 TO THE STATION ON THE LEFT, JUST BEFORE
 JC0644'ROUTE 267 AND NORTHWEST OF A FENCE CORNER.  THE STATION IS 12.2 M
 JC0644'(40.0 FT) NORTHEAST OF THE HIGHWAY 19 CENTERLINE, 9.4 M (30.8 FT)
 JC0644'NORTHWEST OF THE ROAD 267 CENTER, 4.4 M (14.4 FT) NORTHWEST OF A
 JC0644'UTILITY POLE AT A SOUTHEAST FENCE CORNER, 2.8 M (9.2 FT) SOUTHEAST OF
 JC0644'A GREEN BURIED CABLE JUNCTION BOX, 0.5 M (1.6 FT) SOUTH OF A FENCE AND
 JC0644'WITNESS POST.  THE MONUMENT IS ABOUT LEVEL WITH THE HIGHWAY AND
 JC0644'PROJECTS ABOUT 5-CM ABOVE THE GROUND SURFACE.  BY R.G.  HAYES.
 JC0644
 JC0644                          STATION RECOVERY (2003)
 JC0644
 JC0644'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 JC0644'RECOVERED IN GOOD CONDITION.
 JC0644
 JC0644                          STATION RECOVERY (2003)
 JC0644
 JC0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (DKT)
 JC0644'RECOVERED AS DESCRIBED.
 JC0644
 JC0644                          STATION RECOVERY (2005)
 JC0644
 JC0644'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 JC0644'RECOVERED IN GOOD CONDITION.
 JC0644
 JC0644                          STATION RECOVERY (2005)
 JC0644
 JC0644'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 JC0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0834 ***********************************************************************
 JC0834  DESIGNATION -  F 104
 JC0834  PID         -  JC0834
 JC0834  STATE/COUNTY-  MO/CRAWFORD
 JC0834  USGS QUAD   -  CUBA (1980)
 JC0834
 JC0834                         *CURRENT SURVEY CONTROL
 JC0834  ___________________________________________________________________
 JC0834* NAD 83(1986)-  38 05 22.     (N)    091 24 35.     (W)     SCALED    
 JC0834* NAVD 88     -       304.250  (meters)     998.19   (feet)  ADJUSTED  
 JC0834  ___________________________________________________________________
 JC0834  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JC0834  DYNAMIC HT  -         304.029 (meters)     997.47  (feet)  COMP
 JC0834  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 JC0834
 JC0834  VERT ORDER  -  SECOND    CLASS 0
 JC0834
 JC0834.The horizontal coordinates were scaled from a topographic map and have
 JC0834.an estimated accuracy of +/- 6 seconds.
 JC0834
 JC0834.The orthometric height was determined by differential leveling
 JC0834.and adjusted by the National Geodetic Survey in June 1991..
 JC0834
 JC0834.The geoid height was determined by GEOID03.
 JC0834
 JC0834.The dynamic height is computed by dividing the NAVD 88
 JC0834.geopotential number by the normal gravity value computed on the
 JC0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0834.degrees latitude (g = 980.6199 gals.).
 JC0834
 JC0834.The modeled gravity was interpolated from observed gravity values.
 JC0834
 JC0834;                    North         East    Units  Estimated Accuracy
 JC0834;SPC MO E     -   250,750.      170,200.      MT  (+/- 180 meters Scaled)
 JC0834
 JC0834                          SUPERSEDED SURVEY CONTROL
 JC0834
 JC0834  NGVD 29 (??/??/92)  304.238  (m)          998.15   (f) ADJ UNCH    2 0
 JC0834
 JC0834.Superseded values are not recommended for survey control.
 JC0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0834.See file dsdata.txt to determine how the superseded data were derived.
 JC0834
 JC0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC394169(NAD 83)
 JC0834_MARKER: DB = BENCH MARK DISK
 JC0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0834_STAMPING: F 104 1934
 JC0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0834+STABILITY: SURFACE MOTION
 JC0834
 JC0834  HISTORY     - Date     Condition        Report By
 JC0834  HISTORY     - 1934     MONUMENTED       CGS
 JC0834
 JC0834                          STATION DESCRIPTION
 JC0834
 JC0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JC0834'2.3 MI N FROM CUBA.
 JC0834'2.3 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE ST. LOUIS-SAN
 JC0834'FRANCISCO RAILWAY STATION AT CUBA, CRAWFORD COUNTY, 0.5 MILE
 JC0834'NORTH OF THE PRAIRIE VALLEY CREEK CULVERT, AT THE T-JUNCTION OF
 JC0834'A ROAD LEADING WEST, 17 YARDS NORTH OF THE CENTER LINE OF THE
 JC0834'ROAD, 13 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, AT THE
 JC0834'TOP OF A HILL, AT THE NORTHWEST CORNER OF THE YARD OF A ONE-STORY
 JC0834'FRAME HOUSE, 19 YARDS NORTH OF THE ENTRANCE TO THE HOUSE, AND
 JC0834'1 YARD NORTH OF A JOG IN THE FENCE.  A STANDARD DISK, STAMPED
 JC0834'F 104 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0120 ***********************************************************************
 HE0120  DESIGNATION -  F 106
 HE0120  PID         -  HE0120
 HE0120  STATE/COUNTY-  MO/VERNON
 HE0120  USGS QUAD   -  MOUNDVILLE (1991)
 HE0120
 HE0120                         *CURRENT SURVEY CONTROL
 HE0120  ___________________________________________________________________
 HE0120* NAD 83(1986)-  37 49 28.     (N)    094 26 37.     (W)     SCALED    
 HE0120* NAVD 88     -       252.851  (meters)     829.56   (feet)  ADJUSTED  
 HE0120  ___________________________________________________________________
 HE0120  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HE0120  DYNAMIC HT  -         252.663 (meters)     828.95  (feet)  COMP
 HE0120  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 HE0120
 HE0120  VERT ORDER  -  SECOND    CLASS 0
 HE0120
 HE0120.The horizontal coordinates were scaled from a topographic map and have
 HE0120.an estimated accuracy of +/- 6 seconds.
 HE0120
 HE0120.The orthometric height was determined by differential leveling
 HE0120.and adjusted by the National Geodetic Survey in June 1991..
 HE0120
 HE0120.The geoid height was determined by GEOID03.
 HE0120
 HE0120.The dynamic height is computed by dividing the NAVD 88
 HE0120.geopotential number by the normal gravity value computed on the
 HE0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0120.degrees latitude (g = 980.6199 gals.).
 HE0120
 HE0120.The modeled gravity was interpolated from observed gravity values.
 HE0120
 HE0120;                    North         East    Units  Estimated Accuracy
 HE0120;SPC MO W     -   183,970.      854,960.      MT  (+/- 180 meters Scaled)
 HE0120
 HE0120                          SUPERSEDED SURVEY CONTROL
 HE0120
 HE0120  NGVD 29 (??/??/92)  252.747  (m)          829.22   (f) ADJ UNCH    2 0
 HE0120
 HE0120.Superseded values are not recommended for survey control.
 HE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0120.See file dsdata.txt to determine how the superseded data were derived.
 HE0120
 HE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB729873(NAD 83)
 HE0120_MARKER: DB = BENCH MARK DISK
 HE0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0120_STAMPING: F 106 1934
 HE0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0120+STABILITY: SURFACE MOTION
 HE0120
 HE0120  HISTORY     - Date     Condition        Report By
 HE0120  HISTORY     - 1934     MONUMENTED       CGS
 HE0120
 HE0120                          STATION DESCRIPTION
 HE0120
 HE0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0120'5.8 MI W FROM NEVADA.
 HE0120'5.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0120'NEVADA, VERNON COUNTY, 7 FEET NORTHWEST OF MILEPOST 323, AND
 HE0120'42 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 HE0120'DISK, STAMPED F 106 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0046 ***********************************************************************
 HE0046  DESIGNATION -  F 107
 HE0046  PID         -  HE0046
 HE0046  STATE/COUNTY-  MO/BARTON
 HE0046  USGS QUAD   -  IANTHA (1962)
 HE0046
 HE0046                         *CURRENT SURVEY CONTROL
 HE0046  ___________________________________________________________________
 HE0046* NAD 83(1986)-  37 31 07.     (N)    094 26 23.     (W)     SCALED    
 HE0046* NAVD 88     -       297.770  (meters)     976.93   (feet)  ADJUSTED  
 HE0046  ___________________________________________________________________
 HE0046  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0046  DYNAMIC HT  -         297.536 (meters)     976.17  (feet)  COMP
 HE0046  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 HE0046
 HE0046  VERT ORDER  -  SECOND    CLASS 0
 HE0046
 HE0046.The horizontal coordinates were scaled from a topographic map and have
 HE0046.an estimated accuracy of +/- 6 seconds.
 HE0046
 HE0046.The orthometric height was determined by differential leveling
 HE0046.and adjusted by the National Geodetic Survey in June 1991..
 HE0046
 HE0046.The geoid height was determined by GEOID03.
 HE0046
 HE0046.The dynamic height is computed by dividing the NAVD 88
 HE0046.geopotential number by the normal gravity value computed on the
 HE0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0046.degrees latitude (g = 980.6199 gals.).
 HE0046
 HE0046.The modeled gravity was interpolated from observed gravity values.
 HE0046
 HE0046;                    North         East    Units  Estimated Accuracy
 HE0046;SPC MO W     -   150,030.      855,330.      MT  (+/- 180 meters Scaled)
 HE0046
 HE0046                          SUPERSEDED SURVEY CONTROL
 HE0046
 HE0046  NGVD 29 (??/??/92)  297.652  (m)          976.55   (f) ADJ UNCH    2 0
 HE0046
 HE0046.Superseded values are not recommended for survey control.
 HE0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0046.See file dsdata.txt to determine how the superseded data were derived.
 HE0046
 HE0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB727533(NAD 83)
 HE0046_MARKER: DB = BENCH MARK DISK
 HE0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0046_STAMPING: F 107 1934
 HE0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0046+STABILITY: SURFACE MOTION
 HE0046
 HE0046  HISTORY     - Date     Condition        Report By
 HE0046  HISTORY     - 1934     MONUMENTED       CGS
 HE0046  HISTORY     - 1935     GOOD             NGS
 HE0046
 HE0046                          STATION DESCRIPTION
 HE0046
 HE0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0046'2.3 MI W FROM IANTHA.
 HE0046'2.3 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0046'THE STATION AT IANTHA, BARTON COUNTY, 6 FEET SOUTHEAST OF THE
 HE0046'SEVENTH POLE EAST OF MILEPOST 129, 2-1/2 RAILS EAST OF A ROAD
 HE0046'CROSSING, AND 30 FEET NORTH OF THE CENTERLINE OF THE MAIN
 HE0046'TRACK.  A STANDARD DISK, STAMPED F 107 1934 AND SET IN THE
 HE0046'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0030 ***********************************************************************
 GG0030  DESIGNATION -  F 108
 GG0030  PID         -  GG0030
 GG0030  STATE/COUNTY-  MO/MCDONALD
 GG0030  USGS QUAD   -  ANDERSON (1982)
 GG0030
 GG0030                         *CURRENT SURVEY CONTROL
 GG0030  ___________________________________________________________________
 GG0030* NAD 83(1986)-  36 37 57.     (N)    094 27 02.     (W)     SCALED    
 GG0030* NAVD 88     -       271.708  (meters)     891.43   (feet)  ADJUSTED  
 GG0030  ___________________________________________________________________
 GG0030  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GG0030  DYNAMIC HT  -         271.481 (meters)     890.68  (feet)  COMP
 GG0030  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GG0030
 GG0030  VERT ORDER  -  SECOND    CLASS 0
 GG0030
 GG0030.The horizontal coordinates were scaled from a topographic map and have
 GG0030.an estimated accuracy of +/- 6 seconds.
 GG0030
 GG0030.The orthometric height was determined by differential leveling
 GG0030.and adjusted by the National Geodetic Survey in June 1991..
 GG0030
 GG0030.The geoid height was determined by GEOID03.
 GG0030
 GG0030.The dynamic height is computed by dividing the NAVD 88
 GG0030.geopotential number by the normal gravity value computed on the
 GG0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0030.degrees latitude (g = 980.6199 gals.).
 GG0030
 GG0030.The modeled gravity was interpolated from observed gravity values.
 GG0030
 GG0030;                    North         East    Units  Estimated Accuracy
 GG0030;SPC MO W     -    51,690.      854,420.      MT  (+/- 180 meters Scaled)
 GG0030
 GG0030                          SUPERSEDED SURVEY CONTROL
 GG0030
 GG0030  NGVD 29 (??/??/92)  271.593  (m)          891.05   (f) ADJ UNCH    2 0
 GG0030
 GG0030.Superseded values are not recommended for survey control.
 GG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0030.See file dsdata.txt to determine how the superseded data were derived.
 GG0030
 GG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA703550(NAD 83)
 GG0030_MARKER: DB = BENCH MARK DISK
 GG0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0030_STAMPING: F 108 1935
 GG0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0030+STABILITY: SURFACE MOTION
 GG0030
 GG0030  HISTORY     - Date     Condition        Report By
 GG0030  HISTORY     - 1935     MONUMENTED       CGS
 GG0030  HISTORY     - 20060308 MARK NOT FOUND   MODNR
 GG0030
 GG0030                          STATION DESCRIPTION
 GG0030
 GG0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0030'1.5 MI S FROM ANDERSON.
 GG0030'1.5 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 GG0030'ANDERSON, MC DONALD COUNTY, 6 RAILS NORTH OF MILEPOST 193, 40
 GG0030'FEET WEST OF THE TRACK, AND 50 FEET EAST OF U.S. HIGHWAY 71.  A
 GG0030'STANDARD DISK, STAMPED F 108 1935 AND SET IN THE TOP OF A
 GG0030'CONCRETE POST.
 GG0030
 GG0030                          STATION RECOVERY (2006)
 GG0030
 GG0030'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0004 ***********************************************************************
 GG0004  DESIGNATION -  F 109
 GG0004  PID         -  GG0004
 GG0004  STATE/COUNTY-  MO/BARRY
 GG0004  USGS QUAD   -  ROCKY COMFORT (1982)
 GG0004
 GG0004                         *CURRENT SURVEY CONTROL
 GG0004  ___________________________________________________________________
 GG0004* NAD 83(1986)-  36 44 23.     (N)    094 02 19.     (W)     SCALED    
 GG0004* NAVD 88     -       421.153  (meters)    1381.73   (feet)  ADJUSTED  
 GG0004  ___________________________________________________________________
 GG0004  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GG0004  DYNAMIC HT  -         420.796 (meters)    1380.56  (feet)  COMP
 GG0004  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GG0004
 GG0004  VERT ORDER  -  SECOND    CLASS 0
 GG0004
 GG0004.The horizontal coordinates were scaled from a topographic map and have
 GG0004.an estimated accuracy of +/- 6 seconds.
 GG0004
 GG0004.The orthometric height was determined by differential leveling
 GG0004.and adjusted by the National Geodetic Survey in June 1991..
 GG0004
 GG0004.The geoid height was determined by GEOID03.
 GG0004
 GG0004.The dynamic height is computed by dividing the NAVD 88
 GG0004.geopotential number by the normal gravity value computed on the
 GG0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0004.degrees latitude (g = 980.6199 gals.).
 GG0004
 GG0004.The modeled gravity was interpolated from observed gravity values.
 GG0004
 GG0004;                    North         East    Units  Estimated Accuracy
 GG0004;SPC MO W     -    63,690.      891,210.      MT  (+/- 180 meters Scaled)
 GG0004
 GG0004                          SUPERSEDED SURVEY CONTROL
 GG0004
 GG0004  NGVD 29 (??/??/92)  421.012  (m)         1381.27   (f) ADJ UNCH    2 0
 GG0004
 GG0004.Superseded values are not recommended for survey control.
 GG0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0004.See file dsdata.txt to determine how the superseded data were derived.
 GG0004
 GG0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA072665(NAD 83)
 GG0004_MARKER: DB = BENCH MARK DISK
 GG0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0004_STAMPING: F 109 1935
 GG0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0004+STABILITY: SURFACE MOTION
 GG0004
 GG0004  HISTORY     - Date     Condition        Report By
 GG0004  HISTORY     - 1935     MONUMENTED       CGS
 GG0004  HISTORY     - 20030115 POOR             GEOCAC
 GG0004
 GG0004                          STATION DESCRIPTION
 GG0004
 GG0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0004'2 MI E FROM WHEATON.
 GG0004'ABOUT 2 MILES EAST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY
 GG0004'FROM WHEATON, BARRY COUNTY, 3 POLES EAST OF MILEPOST 43, AT A ROAD
 GG0004'CROSSING, 40 FEET WEST OF THE ROAD, AND 35 FEET SOUTH OF THE
 GG0004'TRACK.  A STANDARD DISK, STAMPED F 109 1935 AND SET IN THE TOP
 GG0004'OF A CONCRETE POST.
 GG0004
 GG0004                          STATION RECOVERY (2003)
 GG0004
 GG0004'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GG0004'MARK IS STABLE BUT LEANING SLIGHTLY TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0094 ***********************************************************************
 HC0094  DESIGNATION -  F 11
 HC0094  PID         -  HC0094
 HC0094  STATE/COUNTY-  MO/STODDARD
 HC0094  USGS QUAD   -  STURDIVANT (1985)
 HC0094
 HC0094                         *CURRENT SURVEY CONTROL
 HC0094  ___________________________________________________________________
 HC0094* NAD 83(1986)-  37 02 05.     (N)    090 02 29.     (W)     SCALED    
 HC0094* NAVD 88     -       105.344  (meters)     345.62   (feet)  ADJUSTED  
 HC0094  ___________________________________________________________________
 HC0094  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 HC0094  DYNAMIC HT  -         105.264 (meters)     345.35  (feet)  COMP
 HC0094  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 HC0094
 HC0094  VERT ORDER  -  FIRST     CLASS II
 HC0094
 HC0094.The horizontal coordinates were scaled from a topographic map and have
 HC0094.an estimated accuracy of +/- 6 seconds.
 HC0094
 HC0094.The orthometric height was determined by differential leveling
 HC0094.and adjusted by the National Geodetic Survey in June 1991..
 HC0094
 HC0094.The geoid height was determined by GEOID03.
 HC0094
 HC0094.The dynamic height is computed by dividing the NAVD 88
 HC0094.geopotential number by the normal gravity value computed on the
 HC0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0094.degrees latitude (g = 980.6199 gals.).
 HC0094
 HC0094.The modeled gravity was interpolated from observed gravity values.
 HC0094
 HC0094;                    North         East    Units  Estimated Accuracy
 HC0094;SPC MO E     -   133,400.      290,800.      MT  (+/- 180 meters Scaled)
 HC0094
 HC0094                          SUPERSEDED SURVEY CONTROL
 HC0094
 HC0094  NGVD 29 (??/??/92)  105.324  (m)          345.55   (f) ADJ UNCH    1 2
 HC0094
 HC0094.Superseded values are not recommended for survey control.
 HC0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0094.See file dsdata.txt to determine how the superseded data were derived.
 HC0094
 HC0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB631028(NAD 83)
 HC0094_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HC0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0094_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0094_STAMPING: 345.800 FT PRIM STA NO F 11 MO 1924
 HC0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0094
 HC0094  HISTORY     - Date     Condition        Report By
 HC0094  HISTORY     - 1924     MONUMENTED       USGS
 HC0094  HISTORY     - 1934     GOOD             NGS
 HC0094  HISTORY     - 20020904 MARK NOT FOUND   USACE
 HC0094
 HC0094                          STATION DESCRIPTION
 HC0094
 HC0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0094'2 MI SW FROM STURDIVANT.
 HC0094'IN STODDARD COUNTY, 2 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN
 HC0094'FRANCISCO RAILWAY FROM THE STATION AT STURDIVANT, BOLLINGER
 HC0094'COUNTY, 35 FEET SOUTH OF THE STATION SIGN AT EAGLETTE, 5-1/2
 HC0094'RAILS SOUTHWEST OF BRIDGE NO. A 166.4, 73 FEET SOUTHEAST OF
 HC0094'POLE 166/14, AND 43 FEET SOUTHEAST OF THE CENTER OF A ROAD
 HC0094'CROSSING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 HC0094'STAMPED 345.800 FT PRIM TRAV STA NO F 11 MO 1924 AND RIVETED
 HC0094'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 14 INCHES
 HC0094'ABOVE GROUND.
 HC0094
 HC0094                          STATION RECOVERY (2002)
 HC0094
 HC0094'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0312 ***********************************************************************
 KD0312  DESIGNATION -  F 11
 KD0312  PID         -  KD0312
 KD0312  STATE/COUNTY-  MO/LINN
 KD0312  USGS QUAD   -  LACLEDE (1984)
 KD0312
 KD0312                         *CURRENT SURVEY CONTROL
 KD0312  ___________________________________________________________________
 KD0312* NAD 83(1997)-  39 45 48.57288(N)    093 10 44.53748(W)     ADJUSTED  
 KD0312* NAVD 88     -       238.735  (meters)     783.25   (feet)  ADJUSTED  
 KD0312  ___________________________________________________________________
 KD0312  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 KD0312  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KD0312  DYNAMIC HT  -         238.601 (meters)     782.81  (feet)  COMP
 KD0312  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 KD0312
 KD0312  HORZ ORDER  -  SECOND
 KD0312  VERT ORDER  -  FIRST     CLASS II
 KD0312
 KD0312.The horizontal coordinates were established by classical geodetic methods
 KD0312.and adjusted by the National Geodetic Survey in February 2000..
 KD0312
 KD0312.The orthometric height was determined by differential leveling
 KD0312.and adjusted by the National Geodetic Survey in June 1991..
 KD0312
 KD0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0312
 KD0312.The geoid height was determined by GEOID03.
 KD0312
 KD0312.The dynamic height is computed by dividing the NAVD 88
 KD0312.geopotential number by the normal gravity value computed on the
 KD0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0312.degrees latitude (g = 980.6199 gals.).
 KD0312
 KD0312.The modeled gravity was interpolated from observed gravity values.
 KD0312
 KD0312;                    North         East     Units Scale Factor Converg.
 KD0312;SPC MO C     -   436,410.725   441,818.383   MT  0.99997499   -0 26 03.6
 KD0312;UTM  15      - 4,401,523.058   484,664.755   MT  0.99960290   -0 06 52.3
 KD0312
 KD0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0312!SPC MO C     -   0.99996762  x   0.99997499  =   0.99994261
 KD0312!UTM  15      -   0.99996762  x   0.99960290  =   0.99957053
 KD0312
 KD0312                          SUPERSEDED SURVEY CONTROL
 KD0312
 KD0312  NAD 83(1997)-  39 45 48.57321(N)    093 10 44.53688(W) AD(       ) 2
 KD0312  NAD 83(1986)-  39 45 48.57458(N)    093 10 44.53988(W) AD(       ) 2
 KD0312  NAD 27      -  39 45 48.48770(N)    093 10 43.80120(W) AD(       ) 2
 KD0312  NGVD 29 (??/??/92)  238.699  (m)          783.13   (f) ADJ UNCH    1 2
 KD0312
 KD0312.Superseded values are not recommended for survey control.
 KD0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0312.See file dsdata.txt to determine how the superseded data were derived.
 KD0312
 KD0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE8466501523(NAD 83)
 KD0312_MARKER: DB = BENCH MARK DISK
 KD0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0312_STAMPING: 782.853 F 11 1930
 KD0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0312+STABILITY: SURFACE MOTION
 KD0312
 KD0312  HISTORY     - Date     Condition        Report By
 KD0312  HISTORY     - 1948     MONUMENTED       CGS
 KD0312  HISTORY     - 1934     GOOD             NGS
 KD0312  HISTORY     - 1967     GOOD             NGS
 KD0312  HISTORY     - 1981     MARK NOT FOUND   USGS
 KD0312
 KD0312                          STATION DESCRIPTION
 KD0312
 KD0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0312'LOCATED ABOUT 1-1/2 MILES SOUTH OF LACLEDE AND JUST EAST OF THE
 KD0312'CHICAGO BURLINGTON AND QUINCY RAILROAD RIGHT-OF-WAY, IN THE
 KD0312'SOUTHEAST 1/4 OF SEC. 7, T 57 N, R 20 W..
 KD0312'
 KD0312'STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 36, STATE
 KD0312'HIGHWAY 5 AND COUNTY ROUTE N BY GOING SOUTH ON COUNTY ROUTE N FOR
 KD0312'1.0 MILE TO A CROSSROADS.  HERE TURN RINGHT OR WEST AND GO
 KD0312'0.15 MILE TO THE STATION ON THE RIGHT.
 KD0312
 KD0312                          STATION RECOVERY (1934)
 KD0312
 KD0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KD0312'2 MI S FROM LACLEDE.
 KD0312'2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0312'FROM LACLEDE, LINN COUNTY, 3-1/4 MILES NORTH OF FORKER, 550
 KD0312'YARDS SOUTH OF MILEPOST 183, AT A ROAD CROSSING, 75 FEET NORTH
 KD0312'OF THE ROAD, AT A FENCE, AND 45 FEET WEST OF THE TRACK.  A
 KD0312'STANDARD DISK, STAMPED 782.853 F 11 1930 AND SET IN THE TOP
 KD0312'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KD0312
 KD0312                          STATION RECOVERY (1967)
 KD0312
 KD0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0312'RECOVERED IN GOOD CONDITION.
 KD0312
 KD0312                          STATION RECOVERY (1981)
 KD0312
 KD0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 KD0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1116 ***********************************************************************
 JD1116  DESIGNATION -  F 11 B 1
 JD1116  PID         -  JD1116
 JD1116  STATE/COUNTY-  MO/PETTIS
 JD1116  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD1116
 JD1116                         *CURRENT SURVEY CONTROL
 JD1116  ___________________________________________________________________
 JD1116* NAD 83(1986)-  38 37 00.     (N)    093 28 21.     (W)     SCALED    
 JD1116* NAVD 88     -       296.247  (meters)     971.94   (feet)  ADJUSTED  
 JD1116  ___________________________________________________________________
 JD1116  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1116  DYNAMIC HT  -         296.039 (meters)     971.25  (feet)  COMP
 JD1116  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 JD1116
 JD1116  VERT ORDER  -  SECOND    CLASS 0
 JD1116
 JD1116.The horizontal coordinates were scaled from a topographic map and have
 JD1116.an estimated accuracy of +/- 6 seconds.
 JD1116
 JD1116.The orthometric height was determined by differential leveling
 JD1116.and adjusted by the National Geodetic Survey in June 1991..
 JD1116
 JD1116.The geoid height was determined by GEOID03.
 JD1116
 JD1116.The dynamic height is computed by dividing the NAVD 88
 JD1116.geopotential number by the normal gravity value computed on the
 JD1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1116.degrees latitude (g = 980.6199 gals.).
 JD1116
 JD1116.The modeled gravity was interpolated from observed gravity values.
 JD1116
 JD1116;                    North         East    Units  Estimated Accuracy
 JD1116;SPC MO C     -   309,330.      415,310.      MT  (+/- 180 meters Scaled)
 JD1116
 JD1116                          SUPERSEDED SURVEY CONTROL
 JD1116
 JD1116  NGVD 29 (??/??/92)  296.14   (m)          971.6    (f) COMPUTED    2 0
 JD1116
 JD1116.Superseded values are not recommended for survey control.
 JD1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1116.See file dsdata.txt to determine how the superseded data were derived.
 JD1116
 JD1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC588743(NAD 83)
 JD1116_MARKER: Z = SEE DESCRIPTION
 JD1116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1116_SP_SET: TRIBACH
 JD1116_STAMPING: F 11 B 1
 JD1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1116
 JD1116  HISTORY     - Date     Condition        Report By
 JD1116  HISTORY     - UNK      MONUMENTED       DOD
 JD1116  HISTORY     - 1963     GOOD             NGS
 JD1116
 JD1116                          STATION DESCRIPTION
 JD1116
 JD1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1116'10.6 MI NE FROM WINDSOR.
 JD1116'ABOUT 6.2 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION
 JD1116'OF STATE ROAD WW AND STATE HIGHWAY 2 AT WINDSOR, THENCE 0.3
 JD1116'MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.3 MILES EAST ALONG
 JD1116'A GRAVELED ROAD, THENCE 0.3 MILE SOUTH ALONG STATE ROAD AA,
 JD1116'THENCE 1.0 MILE EAST ALONG STATE ROAD B, THENCE 0.3 MILE SOUTH
 JD1116'ALONG A GRAVELED ROAD, THENCE ABOUT 0.25 MILE WEST ACROSS
 JD1116'COUNTRY, ON THE CREST OF A LOW RIDGE, ABOUT 100 YARDS SOUTH OF
 JD1116'AN EAST-WEST FENCE WHICH IS ALONG A HEDGE ROW, THE TOP SURFACE
 JD1116'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 JD1116'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 JD1116'USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1115 ***********************************************************************
 JD1115  DESIGNATION -  F 11 B 2
 JD1115  PID         -  JD1115
 JD1115  STATE/COUNTY-  MO/PETTIS
 JD1115  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD1115
 JD1115                         *CURRENT SURVEY CONTROL
 JD1115  ___________________________________________________________________
 JD1115* NAD 83(1986)-  38 37 00.     (N)    093 28 32.     (W)     SCALED    
 JD1115* NAVD 88     -       291.972  (meters)     957.91   (feet)  ADJUSTED  
 JD1115  ___________________________________________________________________
 JD1115  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1115  DYNAMIC HT  -         291.768 (meters)     957.24  (feet)  COMP
 JD1115  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 JD1115
 JD1115  VERT ORDER  -  SECOND    CLASS 0
 JD1115
 JD1115.The horizontal coordinates were scaled from a topographic map and have
 JD1115.an estimated accuracy of +/- 6 seconds.
 JD1115
 JD1115.The orthometric height was determined by differential leveling
 JD1115.and adjusted by the National Geodetic Survey in June 1991..
 JD1115
 JD1115.The geoid height was determined by GEOID03.
 JD1115
 JD1115.The dynamic height is computed by dividing the NAVD 88
 JD1115.geopotential number by the normal gravity value computed on the
 JD1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1115.degrees latitude (g = 980.6199 gals.).
 JD1115
 JD1115.The modeled gravity was interpolated from observed gravity values.
 JD1115
 JD1115;                    North         East    Units  Estimated Accuracy
 JD1115;SPC MO C     -   309,330.      415,040.      MT  (+/- 180 meters Scaled)
 JD1115
 JD1115                          SUPERSEDED SURVEY CONTROL
 JD1115
 JD1115  NGVD 29 (??/??/92)  291.86   (m)          957.5    (f) COMPUTED    2 0
 JD1115
 JD1115.Superseded values are not recommended for survey control.
 JD1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1115.See file dsdata.txt to determine how the superseded data were derived.
 JD1115
 JD1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC585743(NAD 83)
 JD1115_MARKER: Z = SEE DESCRIPTION
 JD1115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1115_SP_SET: TRIBRACH
 JD1115_STAMPING: F 11 B 2
 JD1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1115
 JD1115  HISTORY     - Date     Condition        Report By
 JD1115  HISTORY     - UNK      MONUMENTED       DOD
 JD1115  HISTORY     - 1963     GOOD             NGS
 JD1115
 JD1115                          STATION DESCRIPTION
 JD1115
 JD1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1115'10.4 MI NE FROM WINDSOR.
 JD1115'ABOUT 6.2 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION
 JD1115'OF STATE ROAD WW AND STATE HIGHWAY 2 AT WINDSOR, THENCE 0.3
 JD1115'MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.3 MILES EAST ALONG
 JD1115'A GRAVELED ROAD, THENCE 0.3 MILE SOUTH ALONG STATE ROAD AA,
 JD1115'THENCE 1.0 MILE EAST ALONG STATE ROAD B, THENCE 0.3 MILE SOUTH
 JD1115'ALONG A GRAVELED ROAD, IN SECTION 5, T 23 N, R 44 W, 148 FEET
 JD1115'WEST OF THE CENTER LINE OF THE ROAD, 100 FEET SOUTH OF A FENCE,
 JD1115'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JD1115'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JD1115'PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1113 ***********************************************************************
 JD1113  DESIGNATION -  F 11 Z
 JD1113  PID         -  JD1113
 JD1113  STATE/COUNTY-  MO/PETTIS
 JD1113  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD1113
 JD1113                         *CURRENT SURVEY CONTROL
 JD1113  ___________________________________________________________________
 JD1113* NAD 83(1986)-  38 37 16.     (N)    093 28 31.     (W)     SCALED    
 JD1113* NAVD 88     -       292.823  (meters)     960.70   (feet)  ADJUSTED  
 JD1113  ___________________________________________________________________
 JD1113  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1113  DYNAMIC HT  -         292.619 (meters)     960.03  (feet)  COMP
 JD1113  MODELED GRAV-     979,922.5   (mgal)                       NAVD 88
 JD1113
 JD1113  VERT ORDER  -  SECOND    CLASS 0
 JD1113
 JD1113.The horizontal coordinates were scaled from a topographic map and have
 JD1113.an estimated accuracy of +/- 6 seconds.
 JD1113
 JD1113.The orthometric height was determined by differential leveling
 JD1113.and adjusted by the National Geodetic Survey in June 1991..
 JD1113
 JD1113.The geoid height was determined by GEOID03.
 JD1113
 JD1113.The dynamic height is computed by dividing the NAVD 88
 JD1113.geopotential number by the normal gravity value computed on the
 JD1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1113.degrees latitude (g = 980.6199 gals.).
 JD1113
 JD1113.The modeled gravity was interpolated from observed gravity values.
 JD1113
 JD1113;                    North         East    Units  Estimated Accuracy
 JD1113;SPC MO C     -   309,820.      415,070.      MT  (+/- 180 meters Scaled)
 JD1113
 JD1113                          SUPERSEDED SURVEY CONTROL
 JD1113
 JD1113  NGVD 29 (??/??/92)  292.72   (m)          960.4    (f) COMPUTED    2 0
 JD1113
 JD1113.Superseded values are not recommended for survey control.
 JD1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1113.See file dsdata.txt to determine how the superseded data were derived.
 JD1113
 JD1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC586748(NAD 83)
 JD1113_MARKER: DS = TRIANGULATION STATION DISK
 JD1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1113_STAMPING: F 11 Z 1963
 JD1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1113+STABILITY: SURFACE MOTION
 JD1113
 JD1113  HISTORY     - Date     Condition        Report By
 JD1113  HISTORY     - 1963     MONUMENTED       CGS
 JD1113
 JD1113                          STATION DESCRIPTION
 JD1113
 JD1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1113'9.8 MI NE FROM WINDSOR.
 JD1113'ABOUT 6.2 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION
 JD1113'OF STATE ROAD WW AND STATE HIGHWAY 2 AT WINDSOR, THENCE 0.3
 JD1113'MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.3 MILES EAST ALONG
 JD1113'A GRAVELED ROAD, THENCE 0.3 MILE SOUTH ALONG STATE ROAD AA,
 JD1113'THENCE 0.7 MILE EAST ALONG STATE ROAD B, IN SECTION 5, T 44 N,
 JD1113'R 23 W, ABOUT 250 FEET NORTH OF A BRICK FARMHOUSE, 34 FEET
 JD1113'NORTH OF THE CENTER LINE OF THE ROAD, 8 1/2 FEET SOUTHWEST OF A
 JD1113'CORNER FENCE POST, 4 FEET SOUTH OF A FENCE, 3.5 FEET SOUTH OF A
 JD1113'METAL WITNESS POST ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 JD1113'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1114 ***********************************************************************
 JD1114  DESIGNATION -  F 11 Z RM 1
 JD1114  PID         -  JD1114
 JD1114  STATE/COUNTY-  MO/PETTIS
 JD1114  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD1114
 JD1114                         *CURRENT SURVEY CONTROL
 JD1114  ___________________________________________________________________
 JD1114* NAD 83(1986)-  38 37 16.     (N)    093 28 31.     (W)     SCALED    
 JD1114* NAVD 88     -       292.831  (meters)     960.73   (feet)  ADJUSTED  
 JD1114  ___________________________________________________________________
 JD1114  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1114  DYNAMIC HT  -         292.626 (meters)     960.06  (feet)  COMP
 JD1114  MODELED GRAV-     979,922.5   (mgal)                       NAVD 88
 JD1114
 JD1114  VERT ORDER  -  SECOND    CLASS 0
 JD1114
 JD1114.The horizontal coordinates were scaled from a topographic map and have
 JD1114.an estimated accuracy of +/- 6 seconds.
 JD1114
 JD1114.The orthometric height was determined by differential leveling
 JD1114.and adjusted by the National Geodetic Survey in June 1991..
 JD1114
 JD1114.The geoid height was determined by GEOID03.
 JD1114
 JD1114.The dynamic height is computed by dividing the NAVD 88
 JD1114.geopotential number by the normal gravity value computed on the
 JD1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1114.degrees latitude (g = 980.6199 gals.).
 JD1114
 JD1114.The modeled gravity was interpolated from observed gravity values.
 JD1114
 JD1114;                    North         East    Units  Estimated Accuracy
 JD1114;SPC MO C     -   309,820.      415,070.      MT  (+/- 180 meters Scaled)
 JD1114
 JD1114                          SUPERSEDED SURVEY CONTROL
 JD1114
 JD1114  NGVD 29 (??/??/92)  292.72   (m)          960.4    (f) COMPUTED    2 0
 JD1114
 JD1114.Superseded values are not recommended for survey control.
 JD1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1114.See file dsdata.txt to determine how the superseded data were derived.
 JD1114
 JD1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC586748(NAD 83)
 JD1114_MARKER: DR = REFERENCE MARK DISK
 JD1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1114_STAMPING: F 11 Z NO 1 1963
 JD1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1114+STABILITY: SURFACE MOTION
 JD1114
 JD1114  HISTORY     - Date     Condition        Report By
 JD1114  HISTORY     - 1963     MONUMENTED       CGS
 JD1114
 JD1114                          STATION DESCRIPTION
 JD1114
 JD1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1114'9.8 MI NE FROM WINDSOR.
 JD1114'ABOUT 6.2 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION OF
 JD1114'STATE ROAD WW AND STATE HIGHWAY 2 AT WINDSOR, THENCE 0.3 MILE
 JD1114'NORTH ALONG A GRAVELED ROAD, THENCE 2.3 MILES EAST ALONG A
 JD1114'GRAVELED ROAD, THENCE 0.3 MILE SOUTH ALONG STATE ROAD AA, THENCE
 JD1114'0.7 MILE EAST ALONG STATE ROAD B, IN SECTION 5, T 44 N, R 22 W,
 JD1114'36 FEET NORTH OF THE CENTER LINE OF THE ROAD, 47 FEET EAST
 JD1114'OF A CORNER FENCE POST, 55.0 FEET EAST OF F 11 Z 1963, 1 FOOT
 JD1114'SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JD1114'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1112 ***********************************************************************
 JD1112  DESIGNATION -  F 11 Z RM 2
 JD1112  PID         -  JD1112
 JD1112  STATE/COUNTY-  MO/PETTIS
 JD1112  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD1112
 JD1112                         *CURRENT SURVEY CONTROL
 JD1112  ___________________________________________________________________
 JD1112* NAD 83(1986)-  38 37 16.     (N)    093 28 31.     (W)     SCALED    
 JD1112* NAVD 88     -       293.409  (meters)     962.63   (feet)  ADJUSTED  
 JD1112  ___________________________________________________________________
 JD1112  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1112  DYNAMIC HT  -         293.204 (meters)     961.95  (feet)  COMP
 JD1112  MODELED GRAV-     979,922.5   (mgal)                       NAVD 88
 JD1112
 JD1112  VERT ORDER  -  SECOND    CLASS 0
 JD1112
 JD1112.The horizontal coordinates were scaled from a topographic map and have
 JD1112.an estimated accuracy of +/- 6 seconds.
 JD1112
 JD1112.The orthometric height was determined by differential leveling
 JD1112.and adjusted by the National Geodetic Survey in June 1991..
 JD1112
 JD1112.The geoid height was determined by GEOID03.
 JD1112
 JD1112.The dynamic height is computed by dividing the NAVD 88
 JD1112.geopotential number by the normal gravity value computed on the
 JD1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1112.degrees latitude (g = 980.6199 gals.).
 JD1112
 JD1112.The modeled gravity was interpolated from observed gravity values.
 JD1112
 JD1112;                    North         East    Units  Estimated Accuracy
 JD1112;SPC MO C     -   309,820.      415,070.      MT  (+/- 180 meters Scaled)
 JD1112
 JD1112                          SUPERSEDED SURVEY CONTROL
 JD1112
 JD1112  NGVD 29 (??/??/92)  293.30   (m)          962.3    (f) COMPUTED    2 0
 JD1112
 JD1112.Superseded values are not recommended for survey control.
 JD1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1112.See file dsdata.txt to determine how the superseded data were derived.
 JD1112
 JD1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC586748(NAD 83)
 JD1112_MARKER: DR = REFERENCE MARK DISK
 JD1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1112_STAMPING: F 11 Z NO 2 1963
 JD1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1112+STABILITY: SURFACE MOTION
 JD1112
 JD1112  HISTORY     - Date     Condition        Report By
 JD1112  HISTORY     - 1963     MONUMENTED       CGS
 JD1112
 JD1112                          STATION DESCRIPTION
 JD1112
 JD1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1112'9.8 MI NE FROM WINDSOR.
 JD1112'ABOUT 6.2 MILES NORTH ALONG STATE ROAD WW FROM THE JUNCTION
 JD1112'OF STATE ROAD WW AND STATE HIGHWAY 2 AT WINDSOR, THENCE 0.3
 JD1112'MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.3 MILES EAST ALONG
 JD1112'A GRAVELED ROAD, THENCE 0.3 MILE SOUTH ALONG STATE ROAD AA,
 JD1112'THENCE 0.7 MILE EAST ALONG STATE ROAD B, IN SECTION 5, T 44 N,
 JD1112'R 23 W, ABOUT 200 FEET NORTH OF A BRICK FARMHOUSE, 34 FEET
 JD1112'SOUTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF THE CENTER
 JD1112'LINE OF A PRIVATE DRIVEWAY, 10 FEET EAST OF A POWER POLE, 67.0
 JD1112'FEET SOUTH OF AND ACROSS THE ROAD FROM F 11 Z 1963, 1 FOOT
 JD1112'NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JD1112'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0500 ***********************************************************************
 HD0500  DESIGNATION -  F 110
 HD0500  PID         -  HD0500
 HD0500  STATE/COUNTY-  MO/DALLAS
 HD0500  USGS QUAD   -  BUFFALO (1980)
 HD0500
 HD0500                         *CURRENT SURVEY CONTROL
 HD0500  ___________________________________________________________________
 HD0500* NAD 83(1986)-  37 40 45.     (N)    093 06 08.     (W)     SCALED    
 HD0500* NAVD 88     -       334.379  (meters)    1097.04   (feet)  ADJUSTED  
 HD0500  ___________________________________________________________________
 HD0500  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HD0500  DYNAMIC HT  -         334.126 (meters)    1096.21  (feet)  COMP
 HD0500  MODELED GRAV-     979,863.0   (mgal)                       NAVD 88
 HD0500
 HD0500  VERT ORDER  -  SECOND    CLASS 0
 HD0500
 HD0500.The horizontal coordinates were scaled from a topographic map and have
 HD0500.an estimated accuracy of +/- 6 seconds.
 HD0500
 HD0500.The orthometric height was determined by differential leveling
 HD0500.and adjusted by the National Geodetic Survey in June 1991..
 HD0500
 HD0500.The geoid height was determined by GEOID03.
 HD0500
 HD0500.The dynamic height is computed by dividing the NAVD 88
 HD0500.geopotential number by the normal gravity value computed on the
 HD0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0500.degrees latitude (g = 980.6199 gals.).
 HD0500
 HD0500.The modeled gravity was interpolated from observed gravity values.
 HD0500
 HD0500;                    North         East    Units  Estimated Accuracy
 HD0500;SPC MO C     -   205,000.      446,880.      MT  (+/- 180 meters Scaled)
 HD0500
 HD0500                          SUPERSEDED SURVEY CONTROL
 HD0500
 HD0500  NGVD 29 (??/??/92)  334.266  (m)         1096.67   (f) ADJ UNCH    2 0
 HD0500
 HD0500.Superseded values are not recommended for survey control.
 HD0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0500.See file dsdata.txt to determine how the superseded data were derived.
 HD0500
 HD0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB909702(NAD 83)
 HD0500_MARKER: DB = BENCH MARK DISK
 HD0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0500_STAMPING: F 110 1935
 HD0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0500+STABILITY: SURFACE MOTION
 HD0500
 HD0500  HISTORY     - Date     Condition        Report By
 HD0500  HISTORY     - 1935     MONUMENTED       CGS
 HD0500
 HD0500                          STATION DESCRIPTION
 HD0500
 HD0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0500'3.1 MI N FROM BUFFALO.
 HD0500'3.1 MILES NORTH ALONG U.S. HIGHWAY 65 FROM BUFFALO, DALLAS
 HD0500'COUNTY, AT THE JUNCTION OF A ROAD LEADING EAST, 40 FEET EAST
 HD0500'OF THE CENTERLINE OF THE HIGHWAY, 32 FEET SOUTH OF THE CENTERLINE
 HD0500'OF THE ROAD, AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK,
 HD0500'STAMPED F 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0457 ***********************************************************************
 HD0457  DESIGNATION -  F 112
 HD0457  PID         -  HD0457
 HD0457  STATE/COUNTY-  MO/LACLEDE
 HD0457  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0457
 HD0457                         *CURRENT SURVEY CONTROL
 HD0457  ___________________________________________________________________
 HD0457* NAD 83(1986)-  37 33 10.     (N)    092 47 05.     (W)     SCALED    
 HD0457* NAVD 88     -       430.944  (meters)    1413.86   (feet)  ADJUSTED  
 HD0457  ___________________________________________________________________
 HD0457  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HD0457  DYNAMIC HT  -         430.610 (meters)    1412.76  (feet)  COMP
 HD0457  MODELED GRAV-     979,841.6   (mgal)                       NAVD 88
 HD0457
 HD0457  VERT ORDER  -  SECOND    CLASS 0
 HD0457
 HD0457.The horizontal coordinates were scaled from a topographic map and have
 HD0457.an estimated accuracy of +/- 6 seconds.
 HD0457
 HD0457.The orthometric height was determined by differential leveling
 HD0457.and adjusted by the National Geodetic Survey in June 1991..
 HD0457
 HD0457.The geoid height was determined by GEOID03.
 HD0457
 HD0457.The dynamic height is computed by dividing the NAVD 88
 HD0457.geopotential number by the normal gravity value computed on the
 HD0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0457.degrees latitude (g = 980.6199 gals.).
 HD0457
 HD0457.The modeled gravity was interpolated from observed gravity values.
 HD0457
 HD0457;                    North         East    Units  Estimated Accuracy
 HD0457;SPC MO C     -   190,840.      474,840.      MT  (+/- 180 meters Scaled)
 HD0457
 HD0457                          SUPERSEDED SURVEY CONTROL
 HD0457
 HD0457  NGVD 29 (??/??/92)  430.823  (m)         1413.46   (f) ADJ UNCH    2 0
 HD0457
 HD0457.Superseded values are not recommended for survey control.
 HD0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0457.See file dsdata.txt to determine how the superseded data were derived.
 HD0457
 HD0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB190562(NAD 83)
 HD0457_MARKER: DB = BENCH MARK DISK
 HD0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0457_STAMPING: F 112 1935
 HD0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0457+STABILITY: SURFACE MOTION
 HD0457
 HD0457  HISTORY     - Date     Condition        Report By
 HD0457  HISTORY     - 1935     MONUMENTED       CGS
 HD0457  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0457  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0457
 HD0457                          STATION DESCRIPTION
 HD0457
 HD0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0457'AT PHILLIPSBURG.
 HD0457'AT PHILLIPSBURG, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, 4-1/2
 HD0457'RAILS WEST OF THE STATION, 3 POLES EAST OF MILEPOST 194, ONE
 HD0457'RAIL WEST OF A ROAD CROSSING, AND 40 FEET NORTH OF THE TRACK.
 HD0457'A STANDARD DISK, STAMPED F 112 1935 AND SET IN THE TOP OF A
 HD0457'CONCRETE POST.
 HD0457
 HD0457                          STATION RECOVERY (1979)
 HD0457
 HD0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0457'MARK NOT FOUND.
 HD0457
 HD0457                          STATION RECOVERY (1979)
 HD0457
 HD0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0022 ***********************************************************************
 HD0022  DESIGNATION -  F 113
 HD0022  PID         -  HD0022
 HD0022  STATE/COUNTY-  MO/TEXAS
 HD0022  USGS QUAD   -  ROBY (1982)
 HD0022
 HD0022                         *CURRENT SURVEY CONTROL
 HD0022  ___________________________________________________________________
 HD0022* NAD 83(1986)-  37 30 28.     (N)    092 14 05.     (W)     SCALED    
 HD0022* NAVD 88     -       367.119  (meters)    1204.46   (feet)  ADJUSTED  
 HD0022  ___________________________________________________________________
 HD0022  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HD0022  DYNAMIC HT  -         366.826 (meters)    1203.49  (feet)  COMP
 HD0022  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 HD0022
 HD0022  VERT ORDER  -  SECOND    CLASS 0
 HD0022
 HD0022.The horizontal coordinates were scaled from a topographic map and have
 HD0022.an estimated accuracy of +/- 6 seconds.
 HD0022
 HD0022.The orthometric height was determined by differential leveling
 HD0022.and adjusted by the National Geodetic Survey in June 1991..
 HD0022
 HD0022.The geoid height was determined by GEOID03.
 HD0022
 HD0022.The dynamic height is computed by dividing the NAVD 88
 HD0022.geopotential number by the normal gravity value computed on the
 HD0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0022.degrees latitude (g = 980.6199 gals.).
 HD0022
 HD0022.The modeled gravity was interpolated from observed gravity values.
 HD0022
 HD0022;                    North         East    Units  Estimated Accuracy
 HD0022;SPC MO C     -   185,840.      523,450.      MT  (+/- 180 meters Scaled)
 HD0022
 HD0022                          SUPERSEDED SURVEY CONTROL
 HD0022
 HD0022  NGVD 29 (??/??/92)  367.006  (m)         1204.09   (f) ADJ UNCH    2 0
 HD0022
 HD0022.Superseded values are not recommended for survey control.
 HD0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0022.See file dsdata.txt to determine how the superseded data were derived.
 HD0022
 HD0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB676514(NAD 83)
 HD0022_MARKER: DB = BENCH MARK DISK
 HD0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0022_STAMPING: F 113 1935
 HD0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0022+STABILITY: SURFACE MOTION
 HD0022
 HD0022  HISTORY     - Date     Condition        Report By
 HD0022  HISTORY     - 1935     MONUMENTED       CGS
 HD0022  HISTORY     - 1984     GOOD             USPSQD
 HD0022
 HD0022                          STATION DESCRIPTION
 HD0022
 HD0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0022'0.8 MI NW FROM PLATO.
 HD0022'0.8 MILE NORTHWEST ALONG OLD COUNTY ROAD D FROM PLATO, TEXAS
 HD0022'COUNTY, 0.3 MILE WEST OF THE ROUBIDOUX CREEK FORD, AT THE TOP
 HD0022'OF A HILL, 6 YARDS NORTH OF THE ROAD, AT A FARMHOUSE, AND 2 FEET
 HD0022'SOUTH OF THE SOUTHWEST CORNER OF THE YARD.  A STANDARD DISK,
 HD0022'STAMPED F 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HD0022
 HD0022                          STATION RECOVERY (1984)
 HD0022
 HD0022'RECOVERY NOTE BY US POWER SQUADRON 1984 (DEM)
 HD0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0157 ***********************************************************************
 HC0157  DESIGNATION -  F 114
 HC0157  PID         -  HC0157
 HC0157  STATE/COUNTY-  MO/REYNOLDS
 HC0157  USGS QUAD   -  GARWOOD (1985)
 HC0157
 HC0157                         *CURRENT SURVEY CONTROL
 HC0157  ___________________________________________________________________
 HC0157* NAD 83(1986)-  37 05 22.     (N)    090 53 06.     (W)     SCALED    
 HC0157* NAVD 88     -       213.660  (meters)     700.98   (feet)  POSTED    
 HC0157  ___________________________________________________________________
 HC0157  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HC0157  DYNAMIC HT  -         213.490 (meters)     700.43  (feet)  COMP
 HC0157  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 HC0157
 HC0157  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0157
 HC0157.The horizontal coordinates were scaled from a topographic map and have
 HC0157.an estimated accuracy of +/- 6 seconds.
 HC0157
 HC0157.The orthometric height was determined by differential leveling
 HC0157.and adjusted by the National Geodetic Survey in 1992..
 HC0157.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0157.rate of 0.0 thru 1.0 mm/km.
 HC0157
 HC0157.The geoid height was determined by GEOID03.
 HC0157
 HC0157.The dynamic height is computed by dividing the NAVD 88
 HC0157.geopotential number by the normal gravity value computed on the
 HC0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0157.degrees latitude (g = 980.6199 gals.).
 HC0157
 HC0157.The modeled gravity was interpolated from observed gravity values.
 HC0157
 HC0157;                    North         East    Units  Estimated Accuracy
 HC0157;SPC MO E     -   139,450.      215,770.      MT  (+/- 180 meters Scaled)
 HC0157
 HC0157                          SUPERSEDED SURVEY CONTROL
 HC0157
 HC0157  NGVD 29 (??/??/92)  213.616  (m)          700.84   (f) ADJ UNCH    2 0
 HC0157
 HC0157.Superseded values are not recommended for survey control.
 HC0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0157.See file dsdata.txt to determine how the superseded data were derived.
 HC0157
 HC0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB879068(NAD 83)
 HC0157_MARKER: DB = BENCH MARK DISK
 HC0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0157_STAMPING: F 114 1935
 HC0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0157+STABILITY: SURFACE MOTION
 HC0157
 HC0157  HISTORY     - Date     Condition        Report By
 HC0157  HISTORY     - 1935     MONUMENTED       CGS
 HC0157
 HC0157                          STATION DESCRIPTION
 HC0157
 HC0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0157'2 MI N FROM GARWOOD.
 HC0157'2.0 MILES NORTH ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0157'STATION AT GARWOOD, 0.3 MILE NORTH OF MILEPOST 12, 30 FEET
 HC0157'SOUTH OF A FARM BRIDGE, AND 40 FEET EAST OF THE CENTERLINE OF
 HC0157'THE TRACK.  A STANDARD DISK, STAMPED F 114 1935 AND SET IN
 HC0157'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0532 ***********************************************************************
 HC0532  DESIGNATION -  F 115
 HC0532  PID         -  HC0532
 HC0532  STATE/COUNTY-  MO/REYNOLDS
 HC0532  USGS QUAD   -  BUNKER (1985)
 HC0532
 HC0532                         *CURRENT SURVEY CONTROL
 HC0532  ___________________________________________________________________
 HC0532* NAD 83(1986)-  37 25 44.     (N)    091 10 45.     (W)     SCALED    
 HC0532* NAVD 88     -       400.610  (meters)    1314.33   (feet)  ADJUSTED  
 HC0532  ___________________________________________________________________
 HC0532  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 HC0532  DYNAMIC HT  -         400.287 (meters)    1313.27  (feet)  COMP
 HC0532  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 HC0532
 HC0532  VERT ORDER  -  SECOND    CLASS 0
 HC0532
 HC0532.The horizontal coordinates were scaled from a topographic map and have
 HC0532.an estimated accuracy of +/- 6 seconds.
 HC0532
 HC0532.The orthometric height was determined by differential leveling
 HC0532.and adjusted by the National Geodetic Survey in June 1991..
 HC0532
 HC0532.The geoid height was determined by GEOID03.
 HC0532
 HC0532.The dynamic height is computed by dividing the NAVD 88
 HC0532.geopotential number by the normal gravity value computed on the
 HC0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0532.degrees latitude (g = 980.6199 gals.).
 HC0532
 HC0532.The modeled gravity was interpolated from observed gravity values.
 HC0532
 HC0532;                    North         East    Units  Estimated Accuracy
 HC0532;SPC MO E     -   177,270.      189,890.      MT  (+/- 180 meters Scaled)
 HC0532
 HC0532                          SUPERSEDED SURVEY CONTROL
 HC0532
 HC0532  NGVD 29 (??/??/92)  400.564  (m)         1314.18   (f) ADJ UNCH    2 0
 HC0532
 HC0532.Superseded values are not recommended for survey control.
 HC0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0532.See file dsdata.txt to determine how the superseded data were derived.
 HC0532
 HC0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB611440(NAD 83)
 HC0532_MARKER: DB = BENCH MARK DISK
 HC0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0532_STAMPING: F 115 1935
 HC0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0532+STABILITY: SURFACE MOTION
 HC0532
 HC0532  HISTORY     - Date     Condition        Report By
 HC0532  HISTORY     - 1935     MONUMENTED       CGS
 HC0532  HISTORY     - 1966     MARK NOT FOUND   USGS
 HC0532
 HC0532                          STATION DESCRIPTION
 HC0532
 HC0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0532'2.8 MI SE FROM BUNKER.
 HC0532'2.8 MILES SOUTHEAST ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0532'STATION AT BUNKER, REYNOLDS COUNTY, 0.2 MILE NORTH OF MILEPOST
 HC0532'51, 100 YARDS SOUTH OF THE R.O. JACKSON HOUSE, AT A ROAD
 HC0532'CROSSING, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 30
 HC0532'FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 HC0532'STAMPED F 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0532
 HC0532                          STATION RECOVERY (1966)
 HC0532
 HC0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HC0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0289 ***********************************************************************
 HC0289  DESIGNATION -  F 116
 HC0289  PID         -  HC0289
 HC0289  STATE/COUNTY-  MO/REYNOLDS
 HC0289  USGS QUAD   -  LESTERVILLE (1968)
 HC0289
 HC0289                         *CURRENT SURVEY CONTROL
 HC0289  ___________________________________________________________________
 HC0289* NAD 83(1986)-  37 27 13.     (N)    090 50 57.     (W)     SCALED    
 HC0289* NAVD 88     -       220.488  (meters)     723.38   (feet)  ADJUSTED  
 HC0289  ___________________________________________________________________
 HC0289  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HC0289  DYNAMIC HT  -         220.320 (meters)     722.83  (feet)  COMP
 HC0289  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 HC0289
 HC0289  VERT ORDER  -  SECOND    CLASS 0
 HC0289
 HC0289.The horizontal coordinates were scaled from a topographic map and have
 HC0289.an estimated accuracy of +/- 6 seconds.
 HC0289
 HC0289.The orthometric height was determined by differential leveling
 HC0289.and adjusted by the National Geodetic Survey in June 1991..
 HC0289
 HC0289.The geoid height was determined by GEOID03.
 HC0289
 HC0289.The dynamic height is computed by dividing the NAVD 88
 HC0289.geopotential number by the normal gravity value computed on the
 HC0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0289.degrees latitude (g = 980.6199 gals.).
 HC0289
 HC0289.The modeled gravity was interpolated from observed gravity values.
 HC0289
 HC0289;                    North         East    Units  Estimated Accuracy
 HC0289;SPC MO E     -   179,850.      219,110.      MT  (+/- 180 meters Scaled)
 HC0289
 HC0289                          SUPERSEDED SURVEY CONTROL
 HC0289
 HC0289  NGVD 29 (??/??/92)  220.473  (m)          723.34   (f) ADJ UNCH    2 0
 HC0289
 HC0289.Superseded values are not recommended for survey control.
 HC0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0289.See file dsdata.txt to determine how the superseded data were derived.
 HC0289
 HC0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB902473(NAD 83)
 HC0289_MARKER: DB = BENCH MARK DISK
 HC0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0289_STAMPING: F 116 1935
 HC0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0289+STABILITY: SURFACE MOTION
 HC0289
 HC0289  HISTORY     - Date     Condition        Report By
 HC0289  HISTORY     - 1935     MONUMENTED       CGS
 HC0289
 HC0289                          STATION DESCRIPTION
 HC0289
 HC0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0289'0.1 MI NW FROM LESTERVILLE.
 HC0289'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 21 FROM THE CITY LIMITS
 HC0289'OF LESTERVILLE, AT THE TOP OF A HILL OPPOSITE A HIGH SCHOOL,
 HC0289'AND 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 HC0289'DISK, STAMPED F 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0384 ***********************************************************************
 JE0384  DESIGNATION -  F 117
 JE0384  PID         -  JE0384
 JE0384  STATE/COUNTY-  MO/VERNON
 JE0384  USGS QUAD   -  ROCKVILLE (1991)
 JE0384
 JE0384                         *CURRENT SURVEY CONTROL
 JE0384  ___________________________________________________________________
 JE0384* NAD 83(1986)-  38 01 21.     (N)    094 06 43.     (W)     SCALED    
 JE0384* NAVD 88     -       227.204  (meters)     745.42   (feet)  ADJUSTED  
 JE0384  ___________________________________________________________________
 JE0384  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JE0384  DYNAMIC HT  -         227.036 (meters)     744.87  (feet)  COMP
 JE0384  MODELED GRAV-     979,885.5   (mgal)                       NAVD 88
 JE0384
 JE0384  VERT ORDER  -  SECOND    CLASS 0
 JE0384
 JE0384.The horizontal coordinates were scaled from a topographic map and have
 JE0384.an estimated accuracy of +/- 6 seconds.
 JE0384
 JE0384.The orthometric height was determined by differential leveling
 JE0384.and adjusted by the National Geodetic Survey in June 1991..
 JE0384
 JE0384.The geoid height was determined by GEOID03.
 JE0384
 JE0384.The dynamic height is computed by dividing the NAVD 88
 JE0384.geopotential number by the normal gravity value computed on the
 JE0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0384.degrees latitude (g = 980.6199 gals.).
 JE0384
 JE0384.The modeled gravity was interpolated from observed gravity values.
 JE0384
 JE0384;                    North         East    Units  Estimated Accuracy
 JE0384;SPC MO W     -   206,020.      884,070.      MT  (+/- 180 meters Scaled)
 JE0384
 JE0384                          SUPERSEDED SURVEY CONTROL
 JE0384
 JE0384  NGVD 29 (??/??/92)  227.104  (m)          745.09   (f) ADJ UNCH    2 0
 JE0384
 JE0384.Superseded values are not recommended for survey control.
 JE0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0384.See file dsdata.txt to determine how the superseded data were derived.
 JE0384
 JE0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC024088(NAD 83)
 JE0384_MARKER: DB = BENCH MARK DISK
 JE0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0384_STAMPING: F 117 1935
 JE0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0384+STABILITY: SURFACE MOTION
 JE0384
 JE0384  HISTORY     - Date     Condition        Report By
 JE0384  HISTORY     - 1935     MONUMENTED       CGS
 JE0384  HISTORY     - 1962     GOOD             NGS
 JE0384
 JE0384                          STATION DESCRIPTION
 JE0384
 JE0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JE0384'0.4 MI N FROM SCHELL CITY.
 JE0384'ABOUT 0.35 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JE0384'RAILROAD FROM THE POST OFFICE AT SCHELL CITY, 8 1/2 POLES SOUTH
 JE0384'OF MILEPOST 298, 9 RAILS SOUTH OF THE NORTH END OF A SIDE TRACK,
 JE0384'36 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 30 FEET SOUTHEAST
 JE0384'OF THE CENTER LINE OF A DIRT ROAD, 32 FEET SOUTH OF A TELEPHONE
 JE0384'POLE, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 JE0384'WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0384'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1424 ***********************************************************************
 JD1424  DESIGNATION -  F 119
 JD1424  PID         -  JD1424
 JD1424  STATE/COUNTY-  MO/HENRY
 JD1424  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1424
 JD1424                         *CURRENT SURVEY CONTROL
 JD1424  ___________________________________________________________________
 JD1424* NAD 83(1986)-  38 21 55.     (N)    093 46 43.     (W)     SCALED    
 JD1424* NAVD 88     -       239.222  (meters)     784.85   (feet)  ADJUSTED  
 JD1424  ___________________________________________________________________
 JD1424  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JD1424  DYNAMIC HT  -         239.057 (meters)     784.31  (feet)  COMP
 JD1424  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 JD1424
 JD1424  VERT ORDER  -  SECOND    CLASS 0
 JD1424
 JD1424.The horizontal coordinates were scaled from a topographic map and have
 JD1424.an estimated accuracy of +/- 6 seconds.
 JD1424
 JD1424.The orthometric height was determined by differential leveling
 JD1424.and adjusted by the National Geodetic Survey in June 1991..
 JD1424
 JD1424.The geoid height was determined by GEOID03.
 JD1424
 JD1424.The dynamic height is computed by dividing the NAVD 88
 JD1424.geopotential number by the normal gravity value computed on the
 JD1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1424.degrees latitude (g = 980.6199 gals.).
 JD1424
 JD1424.The modeled gravity was interpolated from observed gravity values.
 JD1424
 JD1424;                    North         East    Units  Estimated Accuracy
 JD1424;SPC MO W     -   244,240.      913,040.      MT  (+/- 180 meters Scaled)
 JD1424
 JD1424                          SUPERSEDED SURVEY CONTROL
 JD1424
 JD1424  NGVD 29 (??/??/92)  239.110  (m)          784.48   (f) ADJ UNCH    2 0
 JD1424
 JD1424.Superseded values are not recommended for survey control.
 JD1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1424.See file dsdata.txt to determine how the superseded data were derived.
 JD1424
 JD1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC319466(NAD 83)
 JD1424_MARKER: DB = BENCH MARK DISK
 JD1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1424_STAMPING: F 119 1935
 JD1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1424+STABILITY: SURFACE MOTION
 JD1424
 JD1424  HISTORY     - Date     Condition        Report By
 JD1424  HISTORY     - 1935     MONUMENTED       CGS
 JD1424  HISTORY     - 1962     GOOD             NGS
 JD1424
 JD1424                          STATION DESCRIPTION
 JD1424
 JD1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1424'AT CLINTON.
 JD1424'AT CLINTON, 96 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 JD1424'MISSOURI, KANSAS AND TEXAS RAILROAD STATION, ABOUT 400 FEET
 JD1424'SOUTHWEST OF THE CROSSING OF THE RAILROAD AND OHIO STREET, 18
 JD1424'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 14 FEET
 JD1424'NORTHEAST OF THE SOUTHWEST END OF THE OLD LOADING PLATFORM, 3
 JD1424'INCHES NORTHWEST OF THE NORTHWEST EDGE OF THE LOADING PLATFORM,
 JD1424'ABOUT LEVEL WITH THE RAILS AND SET IN THE TOP OF A CONCRETE
 JD1424'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0097 ***********************************************************************
 HC0097  DESIGNATION -  F 12
 HC0097  PID         -  HC0097
 HC0097  STATE/COUNTY-  MO/STODDARD
 HC0097  USGS QUAD   -  STURDIVANT (1985)
 HC0097
 HC0097                         *CURRENT SURVEY CONTROL
 HC0097  ___________________________________________________________________
 HC0097* NAD 83(1986)-  37 00 56.     (N)    090 04 39.     (W)     SCALED    
 HC0097* NAVD 88     -       104.374  (meters)     342.43   (feet)  ADJUSTED  
 HC0097  ___________________________________________________________________
 HC0097  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 HC0097  DYNAMIC HT  -         104.295 (meters)     342.17  (feet)  COMP
 HC0097  MODELED GRAV-     979,869.2   (mgal)                       NAVD 88
 HC0097
 HC0097  VERT ORDER  -  FIRST     CLASS II
 HC0097
 HC0097.The horizontal coordinates were scaled from a topographic map and have
 HC0097.an estimated accuracy of +/- 6 seconds.
 HC0097
 HC0097.The orthometric height was determined by differential leveling
 HC0097.and adjusted by the National Geodetic Survey in June 1991..
 HC0097
 HC0097.The geoid height was determined by GEOID03.
 HC0097
 HC0097.The dynamic height is computed by dividing the NAVD 88
 HC0097.geopotential number by the normal gravity value computed on the
 HC0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0097.degrees latitude (g = 980.6199 gals.).
 HC0097
 HC0097.The modeled gravity was interpolated from observed gravity values.
 HC0097
 HC0097;                    North         East    Units  Estimated Accuracy
 HC0097;SPC MO E     -   131,260.      287,600.      MT  (+/- 180 meters Scaled)
 HC0097
 HC0097                          SUPERSEDED SURVEY CONTROL
 HC0097
 HC0097  NGVD 29 (??/??/92)  104.418  (m)          342.58   (f) ADJ UNCH    1 2
 HC0097
 HC0097.Superseded values are not recommended for survey control.
 HC0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0097.See file dsdata.txt to determine how the superseded data were derived.
 HC0097
 HC0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB600005(NAD 83)
 HC0097_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HC0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HC0097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HC0097_STAMPING: 342.604 FT PRIM TRAV STA NO F 12 MO 1923
 HC0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0097
 HC0097  HISTORY     - Date     Condition        Report By
 HC0097  HISTORY     - 1923     MONUMENTED       USGS
 HC0097  HISTORY     - 1934     GOOD             NGS
 HC0097
 HC0097                          STATION DESCRIPTION
 HC0097
 HC0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0097'AT KINDER.
 HC0097'AT KINDER, STODDARD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 HC0097'RAILWAY, 140 FEET EAST OF THE SIGN, 108 FEET SOUTH OF POLE
 HC0097'168/25, AND 52 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.
 HC0097'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 342.604
 HC0097'FT PRIM TRAV STA NO F 12 MO 1923 AND RIVETED ON THE TOP OF A
 HC0097'3-1/2-INCH IRON PIPE PROJECTING 14 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1362 ***********************************************************************
 KD1362  DESIGNATION -  F 12 RESET
 KD1362  PID         -  KD1362
 KD1362  STATE/COUNTY-  MO/CHARITON
 KD1362  USGS QUAD   -  FOREST GREEN (1978)
 KD1362
 KD1362                         *CURRENT SURVEY CONTROL
 KD1362  ___________________________________________________________________
 KD1362* NAD 83(1986)-  39 20 22.     (N)    092 50 59.     (W)     SCALED    
 KD1362* NAVD 88     -       195.02   (meters)     639.8    (feet)  RESET     
 KD1362  ___________________________________________________________________
 KD1362  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KD1362
 KD1362  VERT ORDER  -  THIRD
 KD1362
 KD1362.The horizontal coordinates were scaled from a topographic map and have
 KD1362.an estimated accuracy of +/- 6 seconds.
 KD1362
 KD1362.The orthometric height was computed from unverified reset data.
 KD1362.No vertical observational check was made to the station.
 KD1362
 KD1362.The geoid height was determined by GEOID03.
 KD1362
 KD1362;                    North         East    Units  Estimated Accuracy
 KD1362;SPC MO C     -   389,170.      469,850.      MT  (+/- 180 meters Scaled)
 KD1362
 KD1362                          SUPERSEDED SURVEY CONTROL
 KD1362
 KD1362  NGVD 29 (02/22/06)  195.00   (m)          639.8    (f) RESET       3  
 KD1362
 KD1362.Superseded values are not recommended for survey control.
 KD1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1362.See file dsdata.txt to determine how the superseded data were derived.
 KD1362
 KD1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD129544(NAD 83)
 KD1362_MARKER: DV = VERTICAL CONTROL DISK
 KD1362_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KD1362_SP_SET: BRIDGE ABUTMENT
 KD1362_STAMPING: F 12 RESET 1988
 KD1362_MARK LOGO: NGS   
 KD1362_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1362
 KD1362  HISTORY     - Date     Condition        Report By
 KD1362  HISTORY     - 1988     MONUMENTED       MOHC
 KD1362
 KD1362                          STATION DESCRIPTION
 KD1362
 KD1362'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1988
 KD1362'0.3 MILES (0.5 KM) SOUTH OF OIL CITY, IN TOP OF THE EAST BARRIER CURB,
 KD1362'NORTH ABUTMENT BRIDGE A-4528 ON ROUTE 5, OVER THE LITTLE CHARITON
 KD1362'RIVER, BETWEEN SHANNONDALE AND FOREST GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0321 ***********************************************************************
 KD0321  DESIGNATION -  F 120
 KD0321  PID         -  KD0321
 KD0321  STATE/COUNTY-  MO/LINN
 KD0321  USGS QUAD   -  BROOKFIELD (1984)
 KD0321
 KD0321                         *CURRENT SURVEY CONTROL
 KD0321  ___________________________________________________________________
 KD0321* NAD 83(1986)-  39 47 09.     (N)    093 01 43.     (W)     SCALED    
 KD0321* NAVD 88     -       237.783  (meters)     780.13   (feet)  ADJUSTED  
 KD0321  ___________________________________________________________________
 KD0321  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KD0321  DYNAMIC HT  -         237.652 (meters)     779.70  (feet)  COMP
 KD0321  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 KD0321
 KD0321  VERT ORDER  -  SECOND    CLASS 0
 KD0321
 KD0321.The horizontal coordinates were scaled from a topographic map and have
 KD0321.an estimated accuracy of +/- 6 seconds.
 KD0321
 KD0321.The orthometric height was determined by differential leveling
 KD0321.and adjusted by the National Geodetic Survey in June 1991..
 KD0321
 KD0321.The geoid height was determined by GEOID03.
 KD0321
 KD0321.The dynamic height is computed by dividing the NAVD 88
 KD0321.geopotential number by the normal gravity value computed on the
 KD0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0321.degrees latitude (g = 980.6199 gals.).
 KD0321
 KD0321.The modeled gravity was interpolated from observed gravity values.
 KD0321
 KD0321;                    North         East    Units  Estimated Accuracy
 KD0321;SPC MO C     -   438,800.      454,720.      MT  (+/- 180 meters Scaled)
 KD0321
 KD0321                          SUPERSEDED SURVEY CONTROL
 KD0321
 KD0321  NGVD 29 (??/??/92)  237.754  (m)          780.03   (f) ADJ UNCH    2 0
 KD0321
 KD0321.Superseded values are not recommended for survey control.
 KD0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0321.See file dsdata.txt to determine how the superseded data were derived.
 KD0321
 KD0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE975039(NAD 83)
 KD0321_MARKER: DB = BENCH MARK DISK
 KD0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0321_STAMPING: F 120 1935
 KD0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0321+STABILITY: SURFACE MOTION
 KD0321
 KD0321  HISTORY     - Date     Condition        Report By
 KD0321  HISTORY     - 1935     MONUMENTED       CGS
 KD0321  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0321
 KD0321                          STATION DESCRIPTION
 KD0321
 KD0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0321'2 MI W FROM ST CATHARINE.
 KD0321'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0321'FROM THE STATION AT ST. CATHARINE, LINN COUNTY, AT MILEAGE 101.6
 KD0321'ABOUT 7 RAILS WEST OF SIGNAL 1017, 35 FEET SOUTH OF THE
 KD0321'CENTERLINE OF A DIRT ROAD LEADING AROUND A SMALL LAKE, AND ABOUT
 KD0321'30 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED F 120 1935
 KD0321'AND SET IN THE TOP OF A CONCRETE POST.
 KD0321
 KD0321                          STATION RECOVERY (1967)
 KD0321
 KD0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0117 ***********************************************************************
 LE0117  DESIGNATION -  F 121
 LE0117  PID         -  LE0117
 LE0117  STATE/COUNTY-  MO/ADAIR
 LE0117  USGS QUAD   -  LA PLATA (1966)
 LE0117
 LE0117                         *CURRENT SURVEY CONTROL
 LE0117  ___________________________________________________________________
 LE0117* NAD 83(1986)-  40 04 00.     (N)    092 27 26.     (W)     SCALED    
 LE0117* NAVD 88     -       275.190  (meters)     902.85   (feet)  ADJUSTED  
 LE0117  ___________________________________________________________________
 LE0117  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LE0117  DYNAMIC HT  -         275.041 (meters)     902.36  (feet)  COMP
 LE0117  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 LE0117
 LE0117  VERT ORDER  -  SECOND    CLASS 0
 LE0117
 LE0117.The horizontal coordinates were scaled from a topographic map and have
 LE0117.an estimated accuracy of +/- 6 seconds.
 LE0117
 LE0117.The orthometric height was determined by differential leveling
 LE0117.and adjusted by the National Geodetic Survey in June 1991..
 LE0117
 LE0117.The geoid height was determined by GEOID03.
 LE0117
 LE0117.The dynamic height is computed by dividing the NAVD 88
 LE0117.geopotential number by the normal gravity value computed on the
 LE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0117.degrees latitude (g = 980.6199 gals.).
 LE0117
 LE0117.The modeled gravity was interpolated from observed gravity values.
 LE0117
 LE0117;                    North         East    Units  Estimated Accuracy
 LE0117;SPC MO C     -   469,850.      503,650.      MT  (+/- 180 meters Scaled)
 LE0117
 LE0117                          SUPERSEDED SURVEY CONTROL
 LE0117
 LE0117  NGVD 29 (??/??/92)  275.198  (m)          902.88   (f) ADJ UNCH    2 0
 LE0117
 LE0117.Superseded values are not recommended for survey control.
 LE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0117.See file dsdata.txt to determine how the superseded data were derived.
 LE0117
 LE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE462352(NAD 83)
 LE0117_MARKER: DB = BENCH MARK DISK
 LE0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0117_STAMPING: F 121 1935
 LE0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0117+STABILITY: SURFACE MOTION
 LE0117
 LE0117  HISTORY     - Date     Condition        Report By
 LE0117  HISTORY     - 1935     MONUMENTED       CGS
 LE0117  HISTORY     - 1963     MARK NOT FOUND   USGS
 LE0117
 LE0117                          STATION DESCRIPTION
 LE0117
 LE0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0117'2.9 MI SW FROM GIBBS.
 LE0117'2.9 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LE0117'RAILWAY FROM THE STATION AT GIBBS, ADAIR COUNTY, 34 FEET
 LE0117'SOUTHWEST OF MILEAGE 309.4, 5 RAILS SOUTH OF SEMAPHORE 3091, 600
 LE0117'FEET NORTH OF BRIDGE 309 B, AND 40 FEET EAST OF A FENCE.  A
 LE0117'STANDARD DISK, STAMPED F 121 1935 AND SET IN THE TOP OF A
 LE0117'CONCRETE POST.
 LE0117
 LE0117                          STATION RECOVERY (1963)
 LE0117
 LE0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0020 ***********************************************************************
 KD0020  DESIGNATION -  F 122
 KD0020  PID         -  KD0020
 KD0020  STATE/COUNTY-  MO/RANDOLPH
 KD0020  USGS QUAD   -  JACKSONVILLE (1971)
 KD0020
 KD0020                         *CURRENT SURVEY CONTROL
 KD0020  ___________________________________________________________________
 KD0020* NAD 83(1986)-  39 30 43.     (N)    092 26 30.     (W)     SCALED    
 KD0020* NAVD 88     -       262.469  (meters)     861.12   (feet)  ADJUSTED  
 KD0020  ___________________________________________________________________
 KD0020  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KD0020  DYNAMIC HT  -         262.319 (meters)     860.62  (feet)  COMP
 KD0020  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 KD0020
 KD0020  VERT ORDER  -  SECOND    CLASS 0
 KD0020
 KD0020.The horizontal coordinates were scaled from a topographic map and have
 KD0020.an estimated accuracy of +/- 6 seconds.
 KD0020
 KD0020.The orthometric height was determined by differential leveling
 KD0020.and adjusted by the National Geodetic Survey in June 1991..
 KD0020
 KD0020.The geoid height was determined by GEOID03.
 KD0020
 KD0020.The dynamic height is computed by dividing the NAVD 88
 KD0020.geopotential number by the normal gravity value computed on the
 KD0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0020.degrees latitude (g = 980.6199 gals.).
 KD0020
 KD0020.The modeled gravity was interpolated from observed gravity values.
 KD0020
 KD0020;                    North         East    Units  Estimated Accuracy
 KD0020;SPC MO C     -   408,270.      505,020.      MT  (+/- 180 meters Scaled)
 KD0020
 KD0020                          SUPERSEDED SURVEY CONTROL
 KD0020
 KD0020  NGVD 29 (??/??/92)  262.456  (m)          861.07   (f) ADJ UNCH    2 0
 KD0020
 KD0020.Superseded values are not recommended for survey control.
 KD0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0020.See file dsdata.txt to determine how the superseded data were derived.
 KD0020
 KD0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD479737(NAD 83)
 KD0020_MARKER: DB = BENCH MARK DISK
 KD0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0020_STAMPING: F 122 1935
 KD0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0020+STABILITY: SURFACE MOTION
 KD0020
 KD0020  HISTORY     - Date     Condition        Report By
 KD0020  HISTORY     - 1935     MONUMENTED       CGS
 KD0020  HISTORY     - 1958     GOOD             NGS
 KD0020  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0020
 KD0020                          STATION DESCRIPTION
 KD0020
 KD0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KD0020'AT CAIRO.
 KD0020'AT CAIRO, RANDOLPH COUNTY, ON THE WABASH RAILROAD, 4 RAILS
 KD0020'SOUTH OF THE STATION, 0.4 MILE SOUTH OF MILEPOST 185, ONE RAIL
 KD0020'SOUTH OF A STREET CROSSING, 45 FEET WEST OF U.S. HIGHWAY 63,
 KD0020'AND 23 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 KD0020'DISK, STAMPED F 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0020'NOTE-- THE POST IS DAMAGED AND PUSHED OVER.
 KD0020
 KD0020                          STATION RECOVERY (1967)
 KD0020
 KD0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0133 ***********************************************************************
 KD0133  DESIGNATION -  F 123
 KD0133  PID         -  KD0133
 KD0133  STATE/COUNTY-  MO/RANDOLPH
 KD0133  USGS QUAD   -  CLIFTON HILL (1979)
 KD0133
 KD0133                         *CURRENT SURVEY CONTROL
 KD0133  ___________________________________________________________________
 KD0133* NAD 83(1986)-  39 26 11.     (N)    092 38 51.     (W)     SCALED    
 KD0133* NAVD 88     -       203.292  (meters)     666.97   (feet)  ADJUSTED  
 KD0133  ___________________________________________________________________
 KD0133  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KD0133  DYNAMIC HT  -         203.175 (meters)     666.58  (feet)  COMP
 KD0133  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 KD0133
 KD0133  VERT ORDER  -  SECOND    CLASS 0
 KD0133
 KD0133.The horizontal coordinates were scaled from a topographic map and have
 KD0133.an estimated accuracy of +/- 6 seconds.
 KD0133
 KD0133.The orthometric height was determined by differential leveling
 KD0133.and adjusted by the National Geodetic Survey in June 1991..
 KD0133
 KD0133.The geoid height was determined by GEOID03.
 KD0133
 KD0133.The dynamic height is computed by dividing the NAVD 88
 KD0133.geopotential number by the normal gravity value computed on the
 KD0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0133.degrees latitude (g = 980.6199 gals.).
 KD0133
 KD0133.The modeled gravity was interpolated from observed gravity values.
 KD0133
 KD0133;                    North         East    Units  Estimated Accuracy
 KD0133;SPC MO C     -   399,890.      487,300.      MT  (+/- 180 meters Scaled)
 KD0133
 KD0133                          SUPERSEDED SURVEY CONTROL
 KD0133
 KD0133  NGVD 29 (??/??/92)  203.28   (m)          666.9    (f) COMPUTED    2 0
 KD0133
 KD0133.Superseded values are not recommended for survey control.
 KD0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0133.See file dsdata.txt to determine how the superseded data were derived.
 KD0133
 KD0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD303652(NAD 83)
 KD0133_MARKER: DB = BENCH MARK DISK
 KD0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0133+STABILITY: SURFACE MOTION
 KD0133
 KD0133  HISTORY     - Date     Condition        Report By
 KD0133  HISTORY     - UNK      MONUMENTED       CGS
 KD0133  HISTORY     - 1935     GOOD             NGS
 KD0133  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0133
 KD0133                          STATION DESCRIPTION
 KD0133
 KD0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0133'1 MI E FROM CLIFTON HILL.
 KD0133'1.0 MILE EAST OF STATION, 3 FT. SOUTH OF WABASH R.R. TRACK.
 KD0133'MILE POST 116-3, AT A CURVE TO SOUTHEAST.  50 FT. NORTH OF
 KD0133'HIGHWAY 24.  60 FT. SOUTH OF TELEPHONE POLE E54.
 KD0133
 KD0133                          STATION RECOVERY (1990)
 KD0133
 KD0133'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0134 ***********************************************************************
 KD0134  DESIGNATION -  F 123 RESET
 KD0134  PID         -  KD0134
 KD0134  STATE/COUNTY-  MO/RANDOLPH
 KD0134  USGS QUAD   -  CLIFTON HILL (1979)
 KD0134
 KD0134                         *CURRENT SURVEY CONTROL
 KD0134  ___________________________________________________________________
 KD0134* NAD 83(1986)-  39 26 11.     (N)    092 38 51.     (W)     SCALED    
 KD0134* NAVD 88     -       203.084  (meters)     666.28   (feet)  ADJUSTED  
 KD0134  ___________________________________________________________________
 KD0134  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KD0134  DYNAMIC HT  -         202.967 (meters)     665.90  (feet)  COMP
 KD0134  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 KD0134
 KD0134  VERT ORDER  -  SECOND    CLASS 0
 KD0134
 KD0134.The horizontal coordinates were scaled from a topographic map and have
 KD0134.an estimated accuracy of +/- 6 seconds.
 KD0134
 KD0134.The orthometric height was determined by differential leveling
 KD0134.and adjusted by the National Geodetic Survey in June 1991..
 KD0134
 KD0134.The geoid height was determined by GEOID03.
 KD0134
 KD0134.The dynamic height is computed by dividing the NAVD 88
 KD0134.geopotential number by the normal gravity value computed on the
 KD0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0134.degrees latitude (g = 980.6199 gals.).
 KD0134
 KD0134.The modeled gravity was interpolated from observed gravity values.
 KD0134
 KD0134;                    North         East    Units  Estimated Accuracy
 KD0134;SPC MO C     -   399,890.      487,300.      MT  (+/- 180 meters Scaled)
 KD0134
 KD0134                          SUPERSEDED SURVEY CONTROL
 KD0134
 KD0134  NGVD 29 (??/??/92)  203.081  (m)          666.27   (f) ADJ UNCH    2 0
 KD0134
 KD0134.Superseded values are not recommended for survey control.
 KD0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0134.See file dsdata.txt to determine how the superseded data were derived.
 KD0134
 KD0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD303652(NAD 83)
 KD0134_MARKER: DB = BENCH MARK DISK
 KD0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0134_STAMPING: F 123 1935 RESET 1946
 KD0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0134+STABILITY: SURFACE MOTION
 KD0134
 KD0134  HISTORY     - Date     Condition        Report By
 KD0134  HISTORY     - 1946     MONUMENTED       CGS
 KD0134  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0134
 KD0134                          STATION DESCRIPTION
 KD0134
 KD0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KD0134'1 MI E FROM CLIFTON HILL.
 KD0134'1.0 MILE EAST ALONG THE WABASH RAILROAD FROM THE STATION AT CLIFTON
 KD0134'HILL, 110 FEET SOUTH OF THE SOUTH RAIL, 67 FEET NORTH OF THE
 KD0134'CENTER LINE OF U.S. HIGHWAY 24.  A BRONZE DISK SET IN THE TOP OF
 KD0134'A CONCRETE POST.
 KD0134
 KD0134                          STATION RECOVERY (1990)
 KD0134
 KD0134'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0090 ***********************************************************************
 KD0090  DESIGNATION -  F 124
 KD0090  PID         -  KD0090
 KD0090  STATE/COUNTY-  MO/BOONE
 KD0090  USGS QUAD   -  CENTRALIA (1979)
 KD0090
 KD0090                         *CURRENT SURVEY CONTROL
 KD0090  ___________________________________________________________________
 KD0090* NAD 83(1997)-  39 08 44.32556(N)    092 10 28.37550(W)     ADJUSTED  
 KD0090* NAVD 88     -       274.426  (meters)     900.35   (feet)  ADJUSTED  
 KD0090  ___________________________________________________________________
 KD0090  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 KD0090  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0090  DYNAMIC HT  -         274.252 (meters)     899.78  (feet)  COMP
 KD0090  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 KD0090
 KD0090  HORZ ORDER  -  SECOND
 KD0090  VERT ORDER  -  SECOND    CLASS 0
 KD0090
 KD0090.The horizontal coordinates were established by classical geodetic methods
 KD0090.and adjusted by the National Geodetic Survey in February 2000..
 KD0090
 KD0090.The orthometric height was determined by differential leveling
 KD0090.and adjusted by the National Geodetic Survey in June 1991..
 KD0090
 KD0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0090
 KD0090.The geoid height was determined by GEOID03.
 KD0090
 KD0090.The dynamic height is computed by dividing the NAVD 88
 KD0090.geopotential number by the normal gravity value computed on the
 KD0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0090.degrees latitude (g = 980.6199 gals.).
 KD0090
 KD0090.The modeled gravity was interpolated from observed gravity values.
 KD0090
 KD0090;                    North         East     Units Scale Factor Converg.
 KD0090;SPC MO C     -   367,649.318   528,132.937   MT  0.99994308   +0 12 19.6
 KD0090;UTM  15      - 4,333,263.666   571,331.009   MT  0.99966265   +0 31 16.0
 KD0090
 KD0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0090!SPC MO C     -   0.99996206  x   0.99994308  =   0.99990514
 KD0090!UTM  15      -   0.99996206  x   0.99966265  =   0.99962472
 KD0090
 KD0090                          SUPERSEDED SURVEY CONTROL
 KD0090
 KD0090  NAD 83(1997)-  39 08 44.33389(N)    092 10 28.38015(W) AD(       ) 2
 KD0090  NAD 83(1986)-  39 08 44.33514(N)    092 10 28.38181(W) AD(       ) 2
 KD0090  NAD 27      -  39 08 44.17330(N)    092 10 27.73350(W) AD(       ) 2
 KD0090  NGVD 29 (??/??/92)  274.411  (m)          900.30   (f) ADJ UNCH    2 0
 KD0090
 KD0090.Superseded values are not recommended for survey control.
 KD0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0090.See file dsdata.txt to determine how the superseded data were derived.
 KD0090
 KD0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7133133264(NAD 83)
 KD0090_MARKER: DB = BENCH MARK DISK
 KD0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0090_STAMPING: F 124 1935
 KD0090_MARK LOGO: CGS   
 KD0090_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KD0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0090
 KD0090  HISTORY     - Date     Condition        Report By
 KD0090  HISTORY     - 1935     MONUMENTED       CGS
 KD0090  HISTORY     - 1949     GOOD             CGS
 KD0090  HISTORY     - 1957     GOOD             CGS
 KD0090  HISTORY     - 1967     GOOD             NGS
 KD0090  HISTORY     - 1985     GOOD             NGS
 KD0090  HISTORY     - 19850615 GOOD             NGS
 KD0090  HISTORY     - 1990     GOOD             USPSQD
 KD0090
 KD0090                          STATION DESCRIPTION
 KD0090
 KD0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KD0090'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHWEST OF
 KD0090'CENTRALIA, 3.0 MILES NORTHEAST OF THE VILLAGE OF HALLSVILLE,
 KD0090'ALONG THE NORTHWEST RIGHT-OF-WAY OF RAILROAD.  IT IS 47
 KD0090'FEET NORTHWEST OF THE NORTHWEST RAIL OF RAILROAD AND 40 FEET WEST
 KD0090'OF THE CENTERLINE OF THE ROAD.  THE MARK IS SET IN A 6 X 6
 KD0090'INCH CONCRETE POST WHICH PROJECTS 6 INCHES AND THE DISK IS
 KD0090'STAMPED F 124 1935.
 KD0090'
 KD0090'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULTION STATION
 KD0090'HALLSVILLE TO BENCH MARK F 124, 1935.  IT IS 34.011 METERS
 KD0090'OR 111.58 FEET SOUTHWEST OF THE STATION.
 KD0090'
 KD0090'THIS MARK WAS USED AS REFERENCE MARK NO. 1.
 KD0090'
 KD0090'TO REACH THE JUNCTION OF STATE HIGHWAYS 124 AND 22, IN THE
 KD0090'NORTH EDGE OF CENTRALIA, GO SOUTH THROUGH TOWN ON HIGHWAY
 KD0090'124 FOR 4.9 MILES TO CROSSROADS, TURN RIGHT (WEST) ON GRAVELED
 KD0090'ROAD 2.2 MILES TO A T-INTERSECTION, TURN RIGHT ACROSS RAILROAD
 KD0090'TRACK TO THE STATION ON THE LEFT AS DESCRIBED.
 KD0090
 KD0090                          STATION RECOVERY (1957)
 KD0090
 KD0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD0090'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 KD0090
 KD0090                          STATION RECOVERY (1967)
 KD0090
 KD0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0090'3 MI N FROM HALLSVILLE.
 KD0090'IT IS 47 FEET NORTHWEST OF THE NORTHWEST RAIL, 40 FEET WEST
 KD0090'OF THE CENTER OF A NORTH-SOUTH ROAD, 17 FEET SOUTHWEST OF A
 KD0090'NORTHEAST BRACE POST, 1 FOOT SOUTHWEST OF A METAL WITNESS
 KD0090'POST, 1 FOOT SOUTHEAST OF RIGHT-OF-WAY FENCE, AND PROJECTS 6
 KD0090'INCHES.
 KD0090
 KD0090                          STATION RECOVERY (1985)
 KD0090
 KD0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KD0090'3.38 KM (2.1 MI) NORTHEAST ALONG STATE HIGHWAY 124, FROM STATE ROADS
 KD0090'00 AND B IN HALLSVILLE, THENCE 1085 KM (1.15 MI) RIGHT AND EAST ALONG
 KD0090'DAVIS ROAD, THENCE 0.80 KM (0.8 MI) LEFT AND NORTH ALONG A GRADED
 KD0090'ROAD TO A CROSSING, A ROAD RIGHT AND THE BENCH MARK ON THE LEFT,
 KD0090'14.32 M (47.0 FT) NORTHEAST FROM THE NORTHWEST RAIL, 12.2 M (40 FT)
 KD0090'WEST FROM THE CENTERLINE OF THE ROAD, 0.46 M (1.5 FT) SOUTHEAST FROM
 KD0090'THE RIGHT-OF-WAY FENCE, 34.01 M (111.58 FT) SOUTHWEST FROM
 KD0090'TRIANGULATION STATION HALLSVILLE 1949.
 KD0090
 KD0090                          STATION RECOVERY (1985)
 KD0090
 KD0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KD0090'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 KD0090'DIRECTION FROM STATION HALLSVILLE 1949 BEING VERIFIED.  DUE TO ROAD
 KD0090'CHANGES, A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 8 KM
 KD0090'(4.95 MI) S SE OF CENTRALIA,4.8 KM NE OF HALLSVILLE, AT A RAILROAD
 KD0090'CROSSING AT A T-ROAD INTERSECTION AND ON RAILROAD RIGHT-OF-WAY.  TO
 KD0090'REACH FROM THE JUNCTION OF STATE HWY 124 AND STATE ROADS OO AND B, IN
 KD0090'HALLSVILLE, GO NE ON HWY 124 FOR 3.38 KM (2.10 MI) TO DAVIS ROAD.
 KD0090'TURN RIGHT AND GO E ON DAVIS ROAD FOR 1.85 KM (1.15 MI) TO A ROAD
 KD0090'LEFT.  TURN LEFT AND GO N FOR 0.8 KM (0.50 MI) TO A SIDE ROAD RIGHT,
 KD0090'AT A RAILROAD CROSSING AND THE MARK ON THE LEFT.  STATION IS A
 KD0090'STANDARD CGS BENCH MARK DISK, STAMPED F 124 1935, SET INTO THE TOP OF
 KD0090'A 15 CM OR 6 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10 CM OR 4
 KD0090'INCH ABOVE THE GROUND LOCATED 14.32 M (46.98 FT) NW FROM THE NW RAIL
 KD0090'OF THE TRACKS, 12.2 M (40.0 FT) W FROM THE CENTERLINE OF THE ROAD,
 KD0090'0.46 M (1.51 FT) SE FROM A FENCE AND 0.24 M (0.79 FT) E FROM A WITNESS
 KD0090'POST.  DESCRIBED BY J A ODUM.  -RECOVERED IN GOOD CONDITION.  IT IS
 KD0090'3.38 KM (2.10 MI) NE ALONG STATE HWY 124, FROM STATE ROADS OO AND B IN
 KD0090'HALLSVILLE, THENCE 1.85 KM (1.15 MI) RIGH AND E ALONG DAVIS ROAD,
 KD0090'THENCE 0.80 KM (0.50 MI) LEFT AND N ALONG A GRADED ROAD TO A CROSSING,
 KD0090'A ROAD RIGHT AND THE BENCH MARK ON THE LEFT, 14.32 M (46.98 FT) NW
 KD0090'FROM THE NW RAIL, 12.2 M (40.0 FT) W FROM THE CENTERLINE OF THE ROAD,
 KD0090'0.46 M (1.51 FT) SE FROM THE RIGHT-OF-WAY FENCE, 34.01 M (111.58 FT)
 KD0090'SW FROM TRIANGULATION STATION HALLSVILLE 1949-.
 KD0090
 KD0090                          STATION RECOVERY (1990)
 KD0090
 KD0090'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0220 ***********************************************************************
 KD0220  DESIGNATION -  F 125
 KD0220  PID         -  KD0220
 KD0220  STATE/COUNTY-  MO/HOWARD
 KD0220  USGS QUAD   -  NEW FRANKLIN (1979)
 KD0220
 KD0220                         *CURRENT SURVEY CONTROL
 KD0220  ___________________________________________________________________
 KD0220* NAD 83(1986)-  39 00 16.     (N)    092 42 13.     (W)     SCALED    
 KD0220* NAVD 88     -       181.706  (meters)     596.15   (feet)  ADJUSTED  
 KD0220  ___________________________________________________________________
 KD0220  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KD0220  DYNAMIC HT  -         181.589 (meters)     595.76  (feet)  COMP
 KD0220  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 KD0220
 KD0220  VERT ORDER  -  SECOND    CLASS 0
 KD0220
 KD0220.The horizontal coordinates were scaled from a topographic map and have
 KD0220.an estimated accuracy of +/- 6 seconds.
 KD0220
 KD0220.The orthometric height was determined by differential leveling
 KD0220.and adjusted by the National Geodetic Survey in June 1991..
 KD0220
 KD0220.The geoid height was determined by GEOID03.
 KD0220
 KD0220.The dynamic height is computed by dividing the NAVD 88
 KD0220.geopotential number by the normal gravity value computed on the
 KD0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0220.degrees latitude (g = 980.6199 gals.).
 KD0220
 KD0220.The modeled gravity was interpolated from observed gravity values.
 KD0220
 KD0220;                    North         East    Units  Estimated Accuracy
 KD0220;SPC MO C     -   351,940.      482,360.      MT  (+/- 180 meters Scaled)
 KD0220
 KD0220                          SUPERSEDED SURVEY CONTROL
 KD0220
 KD0220  NGVD 29 (??/??/92)  181.67   (m)          596.0    (f) COMPUTED    2 0
 KD0220
 KD0220.Superseded values are not recommended for survey control.
 KD0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0220.See file dsdata.txt to determine how the superseded data were derived.
 KD0220
 KD0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD256173(NAD 83)
 KD0220_MARKER: DB = BENCH MARK DISK
 KD0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0220_SP_SET: BRIDGE
 KD0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0220
 KD0220  HISTORY     - Date     Condition        Report By
 KD0220  HISTORY     - UNK      MONUMENTED       CGS
 KD0220  HISTORY     - 1935     GOOD             NGS
 KD0220  HISTORY     - 1967     GOOD             NGS
 KD0220
 KD0220                          STATION DESCRIPTION
 KD0220
 KD0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0220'3.6 MI E FROM BOONVILLE.
 KD0220'3.6 MILES EAST.  IN NORTHWEST WINGWALL OF U.S. HIGHWAY 40 BRIDGE
 KD0220'OVER BONNE FEMME CREEK.  IN CENTER OF TOP OF WALL. 18 FT. NORTH
 KD0220'OF CENTER LINE OF BRIDGE.
 KD0220
 KD0220                          STATION RECOVERY (1967)
 KD0220
 KD0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0221 ***********************************************************************
 KD0221  DESIGNATION -  F 125 RESET
 KD0221  PID         -  KD0221
 KD0221  STATE/COUNTY-  MO/HOWARD
 KD0221  USGS QUAD   -  NEW FRANKLIN (1979)
 KD0221
 KD0221                         *CURRENT SURVEY CONTROL
 KD0221  ___________________________________________________________________
 KD0221* NAD 83(1986)-  39 00 16.     (N)    092 42 13.     (W)     SCALED    
 KD0221* NAVD 88     -       181.83   (meters)     596.6    (feet)  RESET     
 KD0221  ___________________________________________________________________
 KD0221  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KD0221
 KD0221  VERT ORDER  -  THIRD
 KD0221
 KD0221.The horizontal coordinates were scaled from a topographic map and have
 KD0221.an estimated accuracy of +/- 6 seconds.
 KD0221
 KD0221.The orthometric height was computed from unverified reset data.
 KD0221
 KD0221.The geoid height was determined by GEOID03.
 KD0221
 KD0221;                    North         East    Units  Estimated Accuracy
 KD0221;SPC MO C     -   351,940.      482,360.      MT  (+/- 180 meters Scaled)
 KD0221
 KD0221                          SUPERSEDED SURVEY CONTROL
 KD0221
 KD0221  NGVD 29 (??/??/??)  181.79   (m)          596.4    (f) RESET       3  
 KD0221
 KD0221.Superseded values are not recommended for survey control.
 KD0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0221.See file dsdata.txt to determine how the superseded data were derived.
 KD0221
 KD0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD256173(NAD 83)
 KD0221_MARKER: DB = BENCH MARK DISK
 KD0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0221_SP_SET: BRIDGE
 KD0221_STAMPING: F 125 RESET 1961
 KD0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0221
 KD0221  HISTORY     - Date     Condition        Report By
 KD0221  HISTORY     - 1961     MONUMENTED       CGS
 KD0221
 KD0221                          STATION DESCRIPTION
 KD0221
 KD0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KD0221'3.6 MI E FROM BOONVILLE.
 KD0221'ABOUT 3.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE COUNTY
 KD0221'COURTHOUSE AT BOONVILLE, AT A BRIDGE OVER BONNE FEMME CREEK, AND SET
 KD0221'IN THE TOP OF SOUTHWEST CONCRETE WINGWALL OF THE SOUTH BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0759 ***********************************************************************
 HD0759  DESIGNATION -  F 126
 HD0759  PID         -  HD0759
 HD0759  STATE/COUNTY-  MO/DADE
 HD0759  USGS QUAD   -  GREENFIELD (1981)
 HD0759
 HD0759                         *CURRENT SURVEY CONTROL
 HD0759  ___________________________________________________________________
 HD0759* NAD 83(1986)-  37 22 53.     (N)    093 47 58.     (W)     SCALED    
 HD0759* NAVD 88     -       278.093  (meters)     912.38   (feet)  ADJUSTED  
 HD0759  ___________________________________________________________________
 HD0759  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 HD0759  DYNAMIC HT  -         277.871 (meters)     911.65  (feet)  COMP
 HD0759  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 HD0759
 HD0759  VERT ORDER  -  SECOND    CLASS 0
 HD0759
 HD0759.The horizontal coordinates were scaled from a topographic map and have
 HD0759.an estimated accuracy of +/- 6 seconds.
 HD0759
 HD0759.The orthometric height was determined by differential leveling
 HD0759.and adjusted by the National Geodetic Survey in June 1991..
 HD0759
 HD0759.The geoid height was determined by GEOID03.
 HD0759
 HD0759.The dynamic height is computed by dividing the NAVD 88
 HD0759.geopotential number by the normal gravity value computed on the
 HD0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0759.degrees latitude (g = 980.6199 gals.).
 HD0759
 HD0759.The modeled gravity was interpolated from observed gravity values.
 HD0759
 HD0759;                    North         East    Units  Estimated Accuracy
 HD0759;SPC MO W     -   135,020.      912,040.      MT  (+/- 180 meters Scaled)
 HD0759
 HD0759                          SUPERSEDED SURVEY CONTROL
 HD0759
 HD0759  NGVD 29 (??/??/92)  277.956  (m)          911.93   (f) ADJ UNCH    2 0
 HD0759
 HD0759.Superseded values are not recommended for survey control.
 HD0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0759.See file dsdata.txt to determine how the superseded data were derived.
 HD0759
 HD0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB292374(NAD 83)
 HD0759_MARKER: DB = BENCH MARK DISK
 HD0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0759_STAMPING: F 126 1935
 HD0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0759+STABILITY: SURFACE MOTION
 HD0759
 HD0759  HISTORY     - Date     Condition        Report By
 HD0759  HISTORY     - 1935     MONUMENTED       CGS
 HD0759
 HD0759                          STATION DESCRIPTION
 HD0759
 HD0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0759'2.8 MI E FROM SOUTH GREENFIELD.
 HD0759'2.8 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0759'SOUTH GREENFIELD, DADE COUNTY, 4 POLES EAST OF THE TENTH POLE
 HD0759'EAST OF MILEPOST 168, 17 YARDS WEST OF BLOCK SIGNAL 168.3, AT A
 HD0759'ROAD CROSSING, 9 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, 7
 HD0759'YARDS WEST OF THE ROAD, AND 1 YARD EAST OF A FENCE.  A STANDARD
 HD0759'DISK, STAMPED F 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0737 ***********************************************************************
 HD0737  DESIGNATION -  F 127
 HD0737  PID         -  HD0737
 HD0737  STATE/COUNTY-  MO/LAWRENCE
 HD0737  USGS QUAD   -  MILLER (1971)
 HD0737
 HD0737                         *CURRENT SURVEY CONTROL
 HD0737  ___________________________________________________________________
 HD0737* NAD 83(1986)-  37 09 01.     (N)    093 49 13.     (W)     SCALED    
 HD0737* NAVD 88     -       366.612  (meters)    1202.79   (feet)  ADJUSTED  
 HD0737  ___________________________________________________________________
 HD0737  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 HD0737  DYNAMIC HT  -         366.309 (meters)    1201.80  (feet)  COMP
 HD0737  MODELED GRAV-     979,793.4   (mgal)                       NAVD 88
 HD0737
 HD0737  VERT ORDER  -  SECOND    CLASS 0
 HD0737
 HD0737.The horizontal coordinates were scaled from a topographic map and have
 HD0737.an estimated accuracy of +/- 6 seconds.
 HD0737
 HD0737.The orthometric height was determined by differential leveling
 HD0737.and adjusted by the National Geodetic Survey in June 1991..
 HD0737
 HD0737.The geoid height was determined by GEOID03.
 HD0737
 HD0737.The dynamic height is computed by dividing the NAVD 88
 HD0737.geopotential number by the normal gravity value computed on the
 HD0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0737.degrees latitude (g = 980.6199 gals.).
 HD0737
 HD0737.The modeled gravity was interpolated from observed gravity values.
 HD0737
 HD0737;                    North         East    Units  Estimated Accuracy
 HD0737;SPC MO W     -   109,360.      910,380.      MT  (+/- 180 meters Scaled)
 HD0737
 HD0737                          SUPERSEDED SURVEY CONTROL
 HD0737
 HD0737  NGVD 29 (??/??/92)  366.457  (m)         1202.28   (f) ADJ UNCH    2 0
 HD0737
 HD0737.Superseded values are not recommended for survey control.
 HD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0737.See file dsdata.txt to determine how the superseded data were derived.
 HD0737
 HD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB271118(NAD 83)
 HD0737_MARKER: DB = BENCH MARK DISK
 HD0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0737_STAMPING: F 127 1935
 HD0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0737+STABILITY: SURFACE MOTION
 HD0737
 HD0737  HISTORY     - Date     Condition        Report By
 HD0737  HISTORY     - 1935     MONUMENTED       CGS
 HD0737
 HD0737                          STATION DESCRIPTION
 HD0737
 HD0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0737'3.5 MI N FROM MOUNT VERNON.
 HD0737'3.5 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0737'MOUNT VERNON, LAWRENCE COUNTY, 2 YARDS NORTH OF THE TWENTY-FIFTH
 HD0737'POLE SOUTH OF MILEPOST 182, AT A ROAD CROSSING, 75 YARDS WEST OF
 HD0737'THE ROAD, AND 10 YARDS SOUTH OF THE CENTERLINE OF THE TRACK.  A
 HD0737'STANDARD DISK, STAMPED F 127 1935 AND SET IN THE TOP OF A CONCRETE
 HD0737'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0302 ***********************************************************************
 HC0302  DESIGNATION -  F 128
 HC0302  PID         -  HC0302
 HC0302  STATE/COUNTY-  MO/WASHINGTON
 HC0302  USGS QUAD   -  SHIRLEY (1958)
 HC0302
 HC0302                         *CURRENT SURVEY CONTROL
 HC0302  ___________________________________________________________________
 HC0302* NAD 83(1986)-  37 54 53.     (N)    090 54 12.     (W)     SCALED    
 HC0302* NAVD 88     -       273.714  (meters)     898.01   (feet)  ADJUSTED  
 HC0302  ___________________________________________________________________
 HC0302  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HC0302  DYNAMIC HT  -         273.517 (meters)     897.36  (feet)  COMP
 HC0302  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HC0302
 HC0302  VERT ORDER  -  SECOND    CLASS 0
 HC0302
 HC0302.The horizontal coordinates were scaled from a topographic map and have
 HC0302.an estimated accuracy of +/- 6 seconds.
 HC0302
 HC0302.The orthometric height was determined by differential leveling
 HC0302.and adjusted by the National Geodetic Survey in June 1991..
 HC0302
 HC0302.The geoid height was determined by GEOID03.
 HC0302
 HC0302.The dynamic height is computed by dividing the NAVD 88
 HC0302.geopotential number by the normal gravity value computed on the
 HC0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0302.degrees latitude (g = 980.6199 gals.).
 HC0302
 HC0302.The modeled gravity was interpolated from observed gravity values.
 HC0302
 HC0302;                    North         East    Units  Estimated Accuracy
 HC0302;SPC MO E     -   231,040.      214,540.      MT  (+/- 180 meters Scaled)
 HC0302
 HC0302                          SUPERSEDED SURVEY CONTROL
 HC0302
 HC0302  NGVD 29 (??/??/92)  273.736  (m)          898.08   (f) ADJ UNCH    2 0
 HC0302
 HC0302.Superseded values are not recommended for survey control.
 HC0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0302.See file dsdata.txt to determine how the superseded data were derived.
 HC0302
 HC0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB843984(NAD 83)
 HC0302_MARKER: DB = BENCH MARK DISK
 HC0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0302_STAMPING: F 128 1935
 HC0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0302+STABILITY: SURFACE MOTION
 HC0302
 HC0302  HISTORY     - Date     Condition        Report By
 HC0302  HISTORY     - 1935     MONUMENTED       CGS
 HC0302  HISTORY     - 1940     GOOD             NGS
 HC0302
 HC0302                          STATION DESCRIPTION
 HC0302
 HC0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HC0302'1.1 MI E FROM SHIRLEY.
 HC0302'1.1 MILES EAST ALONG STATE HIGHWAY 8 FROM THE GENERAL STORE AT
 HC0302'SHIRLEY, WASHINGTON COUNTY, 0.2 MILE WEST OF A STEEL BRIDGE, AT
 HC0302'A FARMHOUSE, 29.6 FEET WEST OF THE WEST CONCRETE GATEPOST OF A
 HC0302'GATE IN FRONT OF THE HOUSE, 21.5 FEET NORTH OF THE CENTERLINE
 HC0302'OF THE HIGHWAY, AND 0.6 FOOT WEST OF A WHITE WOODEN WITNESS
 HC0302'POST.  A STANDARD DISK, STAMPED F 128 1935 AND SET IN THE TOP
 HC0302'OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0346 ***********************************************************************
 JC0346  DESIGNATION -  F 129 RESET
 JC0346  PID         -  JC0346
 JC0346  STATE/COUNTY-  MO/JEFFERSON
 JC0346  USGS QUAD   -  FESTUS (1982)
 JC0346
 JC0346                         *CURRENT SURVEY CONTROL
 JC0346  ___________________________________________________________________
 JC0346* NAD 83(1986)-  38 12 04.     (N)    090 28 42.     (W)     SCALED    
 JC0346* NAVD 88     -       133.63   (meters)     438.4    (feet)  RESET     
 JC0346  ___________________________________________________________________
 JC0346  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 JC0346
 JC0346  VERT ORDER  -  THIRD
 JC0346
 JC0346.The horizontal coordinates were scaled from a topographic map and have
 JC0346.an estimated accuracy of +/- 6 seconds.
 JC0346
 JC0346.The orthometric height was computed from unverified reset data.
 JC0346
 JC0346.The geoid height was determined by GEOID03.
 JC0346
 JC0346;                    North         East    Units  Estimated Accuracy
 JC0346;SPC MO E     -   262,750.      251,900.      MT  (+/- 180 meters Scaled)
 JC0346
 JC0346                          SUPERSEDED SURVEY CONTROL
 JC0346
 JC0346  NGVD 29 (??/??/??)  133.74   (m)          438.8    (f) RESET       3  
 JC0346
 JC0346.Superseded values are not recommended for survey control.
 JC0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0346.See file dsdata.txt to determine how the superseded data were derived.
 JC0346
 JC0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC208311(NAD 83)
 JC0346_MARKER: DB = BENCH MARK DISK
 JC0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0346_STAMPING: F 129 RESET 1967
 JC0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0346+STABILITY: SURFACE MOTION
 JC0346
 JC0346  HISTORY     - Date     Condition        Report By
 JC0346  HISTORY     - 1967     MONUMENTED       CGS
 JC0346  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC0346
 JC0346                          STATION DESCRIPTION
 JC0346
 JC0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JC0346'AT HEMATITE.
 JC0346'ABOUT 80 FEET SOUTH-SOUTHEAST OF THE RAILROAD CROSSING AT THE
 JC0346'INTERSECTION OF MAIN STREET AND STATE HIGHWAY 21A AT HEMATITE,
 JC0346'39.5 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE PORCH ON
 JC0346'A WHITE HOUSE AT 202 CHURCH STREET, 17 FEET EAST OF THE EAST
 JC0346'RAIL OF TRACK, 16 FEET WEST OF THE CENTER OF CHURCH STREET, 4
 JC0346'FEET SOUTH OF A TELEGRAPH POLE, 1 FOOT NORTH OF A METAL WITNESS
 JC0346'POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 JC0346'FLUSH WITH THE SURFACE OF THE GROUND.
 JC0346
 JC0346                          STATION RECOVERY (1987)
 JC0346
 JC0346'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNS)
 JC0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1000 ***********************************************************************
 HB1000  DESIGNATION -  F 13
 HB1000  PID         -  HB1000
 HB1000  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1000  USGS QUAD   -  WHITEWATER (1976)
 HB1000
 HB1000                         *CURRENT SURVEY CONTROL
 HB1000  ___________________________________________________________________
 HB1000* NAD 83(1986)-  37 10 07.     (N)    089 47 20.     (W)     SCALED    
 HB1000* NAVD 88     -       102.927  (meters)     337.69   (feet)  ADJUSTED  
 HB1000  ___________________________________________________________________
 HB1000  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 HB1000  DYNAMIC HT  -         102.851 (meters)     337.44  (feet)  COMP
 HB1000  MODELED GRAV-     979,889.8   (mgal)                       NAVD 88
 HB1000
 HB1000  VERT ORDER  -  FIRST     CLASS II
 HB1000
 HB1000.The horizontal coordinates were scaled from a topographic map and have
 HB1000.an estimated accuracy of +/- 6 seconds.
 HB1000
 HB1000.The orthometric height was determined by differential leveling
 HB1000.and adjusted by the National Geodetic Survey in June 1991..
 HB1000
 HB1000.The geoid height was determined by GEOID03.
 HB1000
 HB1000.The dynamic height is computed by dividing the NAVD 88
 HB1000.geopotential number by the normal gravity value computed on the
 HB1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1000.degrees latitude (g = 980.6199 gals.).
 HB1000
 HB1000.The modeled gravity was interpolated from observed gravity values.
 HB1000
 HB1000;                    North         East    Units  Estimated Accuracy
 HB1000;SPC MO E     -   148,400.      313,150.      MT  (+/- 180 meters Scaled)
 HB1000
 HB1000                          SUPERSEDED SURVEY CONTROL
 HB1000
 HB1000  NGVD 29 (??/??/??)  102.876  (m)          337.52   (f) ADJUSTED    1 2
 HB1000
 HB1000.Superseded values are not recommended for survey control.
 HB1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1000.See file dsdata.txt to determine how the superseded data were derived.
 HB1000
 HB1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG523172(NAD 83)
 HB1000_MARKER: DB = BENCH MARK DISK
 HB1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1000_STAMPING: 337.946 F 13 1932
 HB1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1000+STABILITY: SURFACE MOTION
 HB1000
 HB1000  HISTORY     - Date     Condition        Report By
 HB1000  HISTORY     - 1932     MONUMENTED       CGS
 HB1000  HISTORY     - 1962     POOR             CGS
 HB1000  HISTORY     - 20020823 MARK NOT FOUND   USACE
 HB1000
 HB1000                          STATION DESCRIPTION
 HB1000
 HB1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HB1000'1.2 MI NE FROM ARBOR.
 HB1000'1.2 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HB1000'FROM THE STATION AT ARBOR, CAPE GIRARDEAU COUNTY, 65 FEET
 HB1000'SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE NO A 149.7, 14.5 FEET
 HB1000'EAST OF POLE 149/20, 37 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 HB1000'THE PAVEMENT ON STATE HIGHWAY 25, 34 FEET WEST OF THE NORTHWEST
 HB1000'CORNER OF A CONCRETE HIGHWAY CULVERT, 34 FEET SOUTHEAST OF THE
 HB1000'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 337.946 F
 HB1000'13 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 HB1000'ABOVE GROUND.  NOTE-- THIS BENCH MARK IS LOOSE, IN THE GROUND,
 HB1000'LEANING TO ONE SIDE.
 HB1000
 HB1000                          STATION RECOVERY (2002)
 HB1000
 HB1000'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1000'MARK ASSUMED DESTROYED DUE TO NEW HWY CULVERT AND RIP RAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0004 ***********************************************************************
 GE0004  DESIGNATION -  F 13
 GE0004  PID         -  GE0004
 GE0004  STATE/COUNTY-  MO/STODDARD
 GE0004  USGS QUAD   -  PUXICO (1962)
 GE0004
 GE0004                         *CURRENT SURVEY CONTROL
 GE0004  ___________________________________________________________________
 GE0004* NAD 83(1986)-  36 57 00.     (N)    090 09 31.     (W)     SCALED    
 GE0004* NAVD 88     -       112.885  (meters)     370.36   (feet)  ADJUSTED  
 GE0004  ___________________________________________________________________
 GE0004  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GE0004  DYNAMIC HT  -         112.797 (meters)     370.07  (feet)  COMP
 GE0004  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 GE0004
 GE0004  VERT ORDER  -  FIRST     CLASS II
 GE0004
 GE0004.The horizontal coordinates were scaled from a topographic map and have
 GE0004.an estimated accuracy of +/- 6 seconds.
 GE0004
 GE0004.The orthometric height was determined by differential leveling
 GE0004.and adjusted by the National Geodetic Survey in June 1991..
 GE0004
 GE0004.The geoid height was determined by GEOID03.
 GE0004
 GE0004.The dynamic height is computed by dividing the NAVD 88
 GE0004.geopotential number by the normal gravity value computed on the
 GE0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0004.degrees latitude (g = 980.6199 gals.).
 GE0004
 GE0004.The modeled gravity was interpolated from observed gravity values.
 GE0004
 GE0004;                    North         East    Units  Estimated Accuracy
 GE0004;SPC MO E     -   123,960.      280,410.      MT  (+/- 180 meters Scaled)
 GE0004
 GE0004                          SUPERSEDED SURVEY CONTROL
 GE0004
 GE0004  NGVD 29 (??/??/92)  112.918  (m)          370.47   (f) ADJ UNCH    1 2
 GE0004
 GE0004.Superseded values are not recommended for survey control.
 GE0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0004.See file dsdata.txt to determine how the superseded data were derived.
 GE0004
 GE0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA530930(NAD 83)
 GE0004_MARKER: P = PIPE CAP
 GE0004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0004_STAMPING: 370.495 FT PRIM TRAV STA NO F 13 MO 1924
 GE0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0004
 GE0004  HISTORY     - Date     Condition        Report By
 GE0004  HISTORY     - 1924     MONUMENTED       USGS
 GE0004  HISTORY     - 1934     GOOD             NGS
 GE0004  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0004
 GE0004                          STATION DESCRIPTION
 GE0004
 GE0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0004'AT PUXICO.
 GE0004'AT PUXICO, STODDARD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GE0004'RAILWAY, 45 YARDS SOUTH OF THE STATION, 89.5 FEET SOUTHEAST OF
 GE0004'THE CENTERLINE OF THE TRACK, 89.5 FEET SOUTHEAST OF THE
 GE0004'CENTERLINE OF THE TRACK, 60 FEET NORTH OF THE INTERSECTION OF TWO
 GE0004'STREETS, 7 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE SIDEWALK,
 GE0004'AND 2 FEET NORTHWEST OF THE BANK OF A DRAINAGE DITCH.  A UNITED
 GE0004'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 370.495 FT PRIM
 GE0004'TRAV STA NO F 13 MO 1924 AND RIVETED ON THE TOP OF A 3-1/2 INCH
 GE0004'IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
 GE0004
 GE0004                          STATION RECOVERY (2002)
 GE0004
 GE0004'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0174 ***********************************************************************
 HC0174  DESIGNATION -  F 130
 HC0174  PID         -  HC0174
 HC0174  STATE/COUNTY-  MO/IRON
 HC0174  USGS QUAD   -  GLOVER (1968)
 HC0174
 HC0174                         *CURRENT SURVEY CONTROL
 HC0174  ___________________________________________________________________
 HC0174* NAD 83(1986)-  37 29 01.     (N)    090 41 20.     (W)     SCALED    
 HC0174* NAVD 88     -       250.840  (meters)     822.96   (feet)  ADJUSTED  
 HC0174  ___________________________________________________________________
 HC0174  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 HC0174  DYNAMIC HT  -         250.648 (meters)     822.33  (feet)  COMP
 HC0174  MODELED GRAV-     979,859.3   (mgal)                       NAVD 88
 HC0174
 HC0174  VERT ORDER  -  SECOND    CLASS 0
 HC0174
 HC0174.The horizontal coordinates were scaled from a topographic map and have
 HC0174.an estimated accuracy of +/- 6 seconds.
 HC0174
 HC0174.The orthometric height was determined by differential leveling
 HC0174.and adjusted by the National Geodetic Survey in June 1991..
 HC0174
 HC0174.The geoid height was determined by GEOID03.
 HC0174
 HC0174.The dynamic height is computed by dividing the NAVD 88
 HC0174.geopotential number by the normal gravity value computed on the
 HC0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0174.degrees latitude (g = 980.6199 gals.).
 HC0174
 HC0174.The modeled gravity was interpolated from observed gravity values.
 HC0174
 HC0174;                    North         East    Units  Estimated Accuracy
 HC0174;SPC MO E     -   183,140.      233,300.      MT  (+/- 180 meters Scaled)
 HC0174
 HC0174                          SUPERSEDED SURVEY CONTROL
 HC0174
 HC0174  NGVD 29 (??/??/92)  250.832  (m)          822.94   (f) ADJ UNCH    2 0
 HC0174
 HC0174.Superseded values are not recommended for survey control.
 HC0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0174.See file dsdata.txt to determine how the superseded data were derived.
 HC0174
 HC0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB043510(NAD 83)
 HC0174_MARKER: DB = BENCH MARK DISK
 HC0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0174_STAMPING: F 130 1935
 HC0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0174+STABILITY: SURFACE MOTION
 HC0174
 HC0174  HISTORY     - Date     Condition        Report By
 HC0174  HISTORY     - 1935     MONUMENTED       CGS
 HC0174
 HC0174                          STATION DESCRIPTION
 HC0174
 HC0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0174'AT GLOVER.
 HC0174'AT GLOVER, ON THE MISSOURI PACIFIC RAILROAD, 60 YARDS NORTH OF
 HC0174'THE NORTH END OF THE STATION, AND 11 YARDS WEST OF THE
 HC0174'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 130 1935
 HC0174'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0322 ***********************************************************************
 JD0322  DESIGNATION -  F 131 RESET
 JD0322  PID         -  JD0322
 JD0322  STATE/COUNTY-  MO/MORGAN
 JD0322  USGS QUAD   -  STOVER (1982)
 JD0322
 JD0322                         *CURRENT SURVEY CONTROL
 JD0322  ___________________________________________________________________
 JD0322* NAD 83(1986)-  38 26 04.     (N)    092 57 44.     (W)     SCALED    
 JD0322* NAVD 88     -       315.077  (meters)    1033.72   (feet)  ADJUSTED  
 JD0322  ___________________________________________________________________
 JD0322  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD0322  DYNAMIC HT  -         314.849 (meters)    1032.97  (feet)  COMP
 JD0322  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 JD0322
 JD0322  VERT ORDER  -  SECOND    CLASS 0
 JD0322
 JD0322.The horizontal coordinates were scaled from a topographic map and have
 JD0322.an estimated accuracy of +/- 6 seconds.
 JD0322
 JD0322.The orthometric height was determined by differential leveling
 JD0322.and adjusted by the National Geodetic Survey in June 1991..
 JD0322
 JD0322.The geoid height was determined by GEOID03.
 JD0322
 JD0322.The dynamic height is computed by dividing the NAVD 88
 JD0322.geopotential number by the normal gravity value computed on the
 JD0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0322.degrees latitude (g = 980.6199 gals.).
 JD0322
 JD0322.The modeled gravity was interpolated from observed gravity values.
 JD0322
 JD0322;                    North         East    Units  Estimated Accuracy
 JD0322;SPC MO C     -   288,750.      459,650.      MT  (+/- 180 meters Scaled)
 JD0322
 JD0322                          SUPERSEDED SURVEY CONTROL
 JD0322
 JD0322  NGVD 29 (??/??/92)  314.956  (m)         1033.32   (f) ADJ UNCH    2 0
 JD0322
 JD0322.Superseded values are not recommended for survey control.
 JD0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0322.See file dsdata.txt to determine how the superseded data were derived.
 JD0322
 JD0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC032540(NAD 83)
 JD0322_MARKER: DB = BENCH MARK DISK
 JD0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0322_STAMPING: F 131 1935 RESET 1963
 JD0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0322+STABILITY: SURFACE MOTION
 JD0322
 JD0322  HISTORY     - Date     Condition        Report By
 JD0322  HISTORY     - 1963     MONUMENTED       CGS
 JD0322
 JD0322                          STATION DESCRIPTION
 JD0322
 JD0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0322'1.8 MI E FROM STOVER.
 JD0322'ABOUT 1.75 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0322'RAILROAD FROM THE STATION AT STOVER, 7 POLES WEST OF MILEPOST
 JD0322'184, 43 FEET SOUTH OF THE SOUTH RAIL, AT THE NORTH END OF A ROW
 JD0322'OF TREES, 39 FEET WEST OF A 16-INCH LOCUST TREE, 19 FEET WEST
 JD0322'OF THE CENTER OF A WIRE GATE, 13 FEET EAST OF THE CENTER OF A
 JD0322'GATE MADE OF IRON PIPE, 3 FEET NORTH OF A CORNER POST FOR A
 JD0322'T FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, AND SET IN
 JD0322'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1282 ***********************************************************************
 JD1282  DESIGNATION -  F 132
 JD1282  PID         -  JD1282
 JD1282  STATE/COUNTY-  MO/BENTON
 JD1282  USGS QUAD   -  LINCOLN (1961)
 JD1282
 JD1282                         *CURRENT SURVEY CONTROL
 JD1282  ___________________________________________________________________
 JD1282* NAD 83(1986)-  38 24 50.     (N)    093 17 18.     (W)     SCALED    
 JD1282* NAVD 88     -       241.668  (meters)     792.87   (feet)  ADJUSTED  
 JD1282  ___________________________________________________________________
 JD1282  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JD1282  DYNAMIC HT  -         241.497 (meters)     792.31  (feet)  COMP
 JD1282  MODELED GRAV-     979,913.3   (mgal)                       NAVD 88
 JD1282
 JD1282  VERT ORDER  -  SECOND    CLASS 0
 JD1282
 JD1282.The horizontal coordinates were scaled from a topographic map and have
 JD1282.an estimated accuracy of +/- 6 seconds.
 JD1282
 JD1282.The orthometric height was determined by differential leveling
 JD1282.and adjusted by the National Geodetic Survey in June 1991..
 JD1282
 JD1282.The geoid height was determined by GEOID03.
 JD1282
 JD1282.The dynamic height is computed by dividing the NAVD 88
 JD1282.geopotential number by the normal gravity value computed on the
 JD1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1282.degrees latitude (g = 980.6199 gals.).
 JD1282
 JD1282.The modeled gravity was interpolated from observed gravity values.
 JD1282
 JD1282;                    North         East    Units  Estimated Accuracy
 JD1282;SPC MO C     -   286,670.      431,150.      MT  (+/- 180 meters Scaled)
 JD1282
 JD1282                          SUPERSEDED SURVEY CONTROL
 JD1282
 JD1282  NGVD 29 (??/??/92)  241.542  (m)          792.46   (f) ADJ UNCH    2 0
 JD1282
 JD1282.Superseded values are not recommended for survey control.
 JD1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1282.See file dsdata.txt to determine how the superseded data were derived.
 JD1282
 JD1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC748517(NAD 83)
 JD1282_MARKER: DB = BENCH MARK DISK
 JD1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1282_STAMPING: F 132 1935
 JD1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1282+STABILITY: SURFACE MOTION
 JD1282
 JD1282  HISTORY     - Date     Condition        Report By
 JD1282  HISTORY     - 1935     MONUMENTED       CGS
 JD1282  HISTORY     - 1963     GOOD             NGS
 JD1282
 JD1282                          STATION DESCRIPTION
 JD1282
 JD1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1282'3.8 MI NE FROM LINCOLN.
 JD1282'0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINCOLN,
 JD1282'THENCE 0.75 MILE NORTH ALONG U.S. HIGHWAY 65, THENCE 1.0 MILE
 JD1282'EAST ALONG A GRAVELED ROAD, THENCE 0.55 MILE NORTH ALONG A
 JD1282'GRAVELED ROAD, THENCE 1.3 MILES NORTHEAST ALONG A WINDING
 JD1282'GRAVELED ROAD, 0.3 MILE NORTHEAST OF A NARROW CONCRETE BRIDGE,
 JD1282'134 FEET WEST OF THE CENTER LINE OF THE ROAD, 95 FEET WEST OF A
 JD1282'LARGE FORKED OAK TREE, 20 FEET SOUTH OF THE CENTER LINE OF AN
 JD1282'ABANDONED RAILROAD GRADE, 11 FEET NORTH OF A FENCE, 1.0 FOOT
 JD1282'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JD1282'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0446 ***********************************************************************
 KC0446  DESIGNATION -  F 133
 KC0446  PID         -  KC0446
 KC0446  STATE/COUNTY-  MO/MONROE
 KC0446  USGS QUAD   -  PARIS EAST (1972)
 KC0446
 KC0446                         *CURRENT SURVEY CONTROL
 KC0446  ___________________________________________________________________
 KC0446* NAD 83(1986)-  39 27 19.     (N)    091 54 50.     (W)     SCALED    
 KC0446* NAVD 88     -       199.446  (meters)     654.35   (feet)  ADJUSTED  
 KC0446  ___________________________________________________________________
 KC0446  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KC0446  DYNAMIC HT  -         199.329 (meters)     653.97  (feet)  COMP
 KC0446  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 KC0446
 KC0446  VERT ORDER  -  SECOND    CLASS 0
 KC0446
 KC0446.The horizontal coordinates were scaled from a topographic map and have
 KC0446.an estimated accuracy of +/- 6 seconds.
 KC0446
 KC0446.The orthometric height was determined by differential leveling
 KC0446.and adjusted by the National Geodetic Survey in June 1991..
 KC0446
 KC0446.The geoid height was determined by GEOID03.
 KC0446
 KC0446.The dynamic height is computed by dividing the NAVD 88
 KC0446.geopotential number by the normal gravity value computed on the
 KC0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0446.degrees latitude (g = 980.6199 gals.).
 KC0446
 KC0446.The modeled gravity was interpolated from observed gravity values.
 KC0446
 KC0446;                    North         East    Units  Estimated Accuracy
 KC0446;SPC MO C     -   402,140.      550,440.      MT  (+/- 180 meters Scaled)
 KC0446
 KC0446                          SUPERSEDED SURVEY CONTROL
 KC0446
 KC0446  NGVD 29 (??/??/92)  199.462  (m)          654.40   (f) ADJ UNCH    2 0
 KC0446
 KC0446.Superseded values are not recommended for survey control.
 KC0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0446.See file dsdata.txt to determine how the superseded data were derived.
 KC0446
 KC0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD934678(NAD 83)
 KC0446_MARKER: DB = BENCH MARK DISK
 KC0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0446_STAMPING: F 133 1935
 KC0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0446+STABILITY: SURFACE MOTION
 KC0446
 KC0446  HISTORY     - Date     Condition        Report By
 KC0446  HISTORY     - 1935     MONUMENTED       CGS
 KC0446
 KC0446                          STATION DESCRIPTION
 KC0446
 KC0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0446'6.1 MI SE FROM PARIS.
 KC0446'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 26 FROM THE COUNTY
 KC0446'COURTHOUSE AT PARIS, MONROE COUNTY, 115 FEET WEST OF A CHURCH,
 KC0446'85 FEET WEST OF THE SOUTHEAST CORNER OF A CEMETERY, 30 FEET
 KC0446'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF A
 KC0446'FENCE.  A STANDARD DISK, STAMPED F 133 1935 AND SET IN THE TOP
 KC0446'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0043 ***********************************************************************
 KD0043  DESIGNATION -  F 134
 KD0043  PID         -  KD0043
 KD0043  STATE/COUNTY-  MO/SHELBY
 KD0043  USGS QUAD   -  BETHEL (1964)
 KD0043
 KD0043                         *CURRENT SURVEY CONTROL
 KD0043  ___________________________________________________________________
 KD0043* NAD 83(1986)-  39 52 38.     (N)    092 02 43.     (W)     SCALED    
 KD0043* NAVD 88     -       236.539  (meters)     776.04   (feet)  ADJUSTED  
 KD0043  ___________________________________________________________________
 KD0043  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD0043  DYNAMIC HT  -         236.412 (meters)     775.63  (feet)  COMP
 KD0043  MODELED GRAV-     980,085.5   (mgal)                       NAVD 88
 KD0043
 KD0043  VERT ORDER  -  SECOND    CLASS 0
 KD0043
 KD0043.The horizontal coordinates were scaled from a topographic map and have
 KD0043.an estimated accuracy of +/- 6 seconds.
 KD0043
 KD0043.The orthometric height was determined by differential leveling
 KD0043.and adjusted by the National Geodetic Survey in June 1991..
 KD0043
 KD0043.The geoid height was determined by GEOID03.
 KD0043
 KD0043.The dynamic height is computed by dividing the NAVD 88
 KD0043.geopotential number by the normal gravity value computed on the
 KD0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0043.degrees latitude (g = 980.6199 gals.).
 KD0043
 KD0043.The modeled gravity was interpolated from observed gravity values.
 KD0043
 KD0043;                    North         East    Units  Estimated Accuracy
 KD0043;SPC MO C     -   448,920.      538,900.      MT  (+/- 180 meters Scaled)
 KD0043
 KD0043                          SUPERSEDED SURVEY CONTROL
 KD0043
 KD0043  NGVD 29 (??/??/92)  236.568  (m)          776.14   (f) ADJ UNCH    2 0
 KD0043
 KD0043.Superseded values are not recommended for survey control.
 KD0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0043.See file dsdata.txt to determine how the superseded data were derived.
 KD0043
 KD0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE816145(NAD 83)
 KD0043_MARKER: DB = BENCH MARK DISK
 KD0043_SETTING: 0 = UNSPECIFIED SETTING
 KD0043_STAMPING: F 134 1935
 KD0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0043
 KD0043  HISTORY     - Date     Condition        Report By
 KD0043  HISTORY     - 1935     MONUMENTED       CGS
 KD0043  HISTORY     - 1967     GOOD             NGS
 KD0043
 KD0043                          STATION DESCRIPTION
 KD0043
 KD0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KD0043'5.9 MI N FROM SHELBYVILLE.
 KD0043'ABOUT 4.5 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE COUNTY
 KD0043'COURTHOUSE AT SHELBYVILLE, THENCE NORTHWEST ALONG STATE ROAD
 KD0043'M FOR 1.3 MILE TO A CEMETERY, 60 FEET SOUTH OF THE CENTER OF
 KD0043'CEMETERY ENTRANCE, 70 FEET NORTH OF THE CENTER OF STATE ROAD M,
 KD0043'22.5 FEET EAST OF THE CENTER OF A DRIVEWAY, 1 FOOT NORTH OF A
 KD0043'METAL WITNESS POST, 0.5 FEET SOUTH OF CEMETERY FENCE, AND
 KD0043'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0324 ***********************************************************************
 KC0324  DESIGNATION -  F 135
 KC0324  PID         -  KC0324
 KC0324  STATE/COUNTY-  MO/MARION
 KC0324  USGS QUAD   -  HANNIBAL WEST (1971)
 KC0324
 KC0324                         *CURRENT SURVEY CONTROL
 KC0324  ___________________________________________________________________
 KC0324* NAD 83(1986)-  39 40 56.     (N)    091 24 29.     (W)     SCALED    
 KC0324* NAVD 88     -       163.334  (meters)     535.87   (feet)  ADJUSTED  
 KC0324  ___________________________________________________________________
 KC0324  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KC0324  DYNAMIC HT  -         163.245 (meters)     535.58  (feet)  COMP
 KC0324  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 KC0324
 KC0324  VERT ORDER  -  SECOND    CLASS 0
 KC0324
 KC0324.The horizontal coordinates were scaled from a topographic map and have
 KC0324.an estimated accuracy of +/- 6 seconds.
 KC0324
 KC0324.The orthometric height was determined by differential leveling
 KC0324.and adjusted by the National Geodetic Survey in June 1991..
 KC0324
 KC0324.The geoid height was determined by GEOID03.
 KC0324
 KC0324.The dynamic height is computed by dividing the NAVD 88
 KC0324.geopotential number by the normal gravity value computed on the
 KC0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0324.degrees latitude (g = 980.6199 gals.).
 KC0324
 KC0324.The modeled gravity was interpolated from observed gravity values.
 KC0324
 KC0324;                    North         East    Units  Estimated Accuracy
 KC0324;SPC MO E     -   427,560.      172,100.      MT  (+/- 180 meters Scaled)
 KC0324
 KC0324                          SUPERSEDED SURVEY CONTROL
 KC0324
 KC0324  NGVD 29 (??/??/92)  163.382  (m)          536.03   (f) ADJ UNCH    2 0
 KC0324
 KC0324.Superseded values are not recommended for survey control.
 KC0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0324.See file dsdata.txt to determine how the superseded data were derived.
 KC0324
 KC0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD365936(NAD 83)
 KC0324_MARKER: DB = BENCH MARK DISK
 KC0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0324_SP_SET: PIER
 KC0324_STAMPING: F 135 1935
 KC0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0324
 KC0324  HISTORY     - Date     Condition        Report By
 KC0324  HISTORY     - 1935     MONUMENTED       CGS
 KC0324  HISTORY     - 1935     GOOD             NGS
 KC0324
 KC0324                          STATION DESCRIPTION
 KC0324
 KC0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0324'3.3 MI W FROM HANNIBAL.
 KC0324'3.3 MILES WEST ALONG THE WABASH RAILWAY FROM UNION STATION AT
 KC0324'HANNIBAL, MARION COUNTY, AT MILEAGE 3.9, AT THE U.S. HIGHWAY 61
 KC0324'VIADUCT, IN THE SOUTH FACE OF THE FOUNDATION FOR THE FIRST PAIR
 KC0324'OF PIERS NORTH OF THE TRACK, 7 FEET WEST OF THE EAST END, 20 FEET
 KC0324'NORTH OF THE TRACK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 KC0324'GROUND.  A STANDARD DISK, STAMPED F 135 1935 AND SET VERTICALLY.
 KC0324
 KC0324                          STATION RECOVERY (1935)
 KC0324
 KC0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KC0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0722 ***********************************************************************
 KC0722  DESIGNATION -  F 135 RESET
 KC0722  PID         -  KC0722
 KC0722  STATE/COUNTY-  MO/MARION
 KC0722  USGS QUAD   -  HANNIBAL WEST (1971)
 KC0722
 KC0722                         *CURRENT SURVEY CONTROL
 KC0722  ___________________________________________________________________
 KC0722* NAD 83(1986)-  39 40 56.     (N)    091 24 29.     (W)     SCALED    
 KC0722* NAVD 88     -       165.16   (meters)     541.9    (feet)  RESET     
 KC0722  ___________________________________________________________________
 KC0722  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KC0722
 KC0722  VERT ORDER  -  THIRD
 KC0722
 KC0722.The horizontal coordinates were scaled from a topographic map and have
 KC0722.an estimated accuracy of +/- 6 seconds.
 KC0722
 KC0722.The orthometric height was computed from unverified reset data.
 KC0722.No vertical observational check was made to the station.
 KC0722
 KC0722.The geoid height was determined by GEOID03.
 KC0722
 KC0722;                    North         East    Units  Estimated Accuracy
 KC0722;SPC MO E     -   427,560.      172,100.      MT  (+/- 180 meters Scaled)
 KC0722
 KC0722                          SUPERSEDED SURVEY CONTROL
 KC0722
 KC0722  NGVD 29 (02/22/06)  165.21   (m)          542.0    (f) RESET       3  
 KC0722
 KC0722.Superseded values are not recommended for survey control.
 KC0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0722.See file dsdata.txt to determine how the superseded data were derived.
 KC0722
 KC0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD365936(NAD 83)
 KC0722_MARKER: DV = VERTICAL CONTROL DISK
 KC0722_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KC0722_SP_SET: BRIDGE PIER
 KC0722_STAMPING: F 135 RESET 1990
 KC0722_MARK LOGO: NGS   
 KC0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0722
 KC0722  HISTORY     - Date     Condition        Report By
 KC0722  HISTORY     - 1990     MONUMENTED       MOHC
 KC0722
 KC0722                          STATION DESCRIPTION
 KC0722
 KC0722'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1990
 KC0722'3.3 MILES (5.3 KM) WEST ALONG NORFOLK AND SOUTHERN RAILWAY FROM UNION
 KC0722'STATION IN HANNIBAL, AT MILEPOST 3.9 AT U.S. HIGHWAY 61 VIADUCT, IN
 KC0722'THE TOP OF CRASHWALL OF FIRST PIER SOUTH OF THE TRACK, 7 FEET
 KC0722'(2.1 M) WEST OF THE EAST END, 20 FEET (6.1 M) SOUTH OF THE TRACK AND
 KC0722'ABOUT 8 FEET (2.4 M) ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0502 ***********************************************************************
 KC0502  DESIGNATION -  F 136
 KC0502  PID         -  KC0502
 KC0502  STATE/COUNTY-  MO/MONROE
 KC0502  USGS QUAD   -  PARIS EAST (1972)
 KC0502
 KC0502                         *CURRENT SURVEY CONTROL
 KC0502  ___________________________________________________________________
 KC0502* NAD 83(1986)-  39 29 21.     (N)    091 59 30.     (W)     SCALED    
 KC0502* NAVD 88     -       206.700  (meters)     678.15   (feet)  ADJUSTED  
 KC0502  ___________________________________________________________________
 KC0502  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KC0502  DYNAMIC HT  -         206.580 (meters)     677.75  (feet)  COMP
 KC0502  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 KC0502
 KC0502  VERT ORDER  -  SECOND    CLASS 0
 KC0502
 KC0502.The horizontal coordinates were scaled from a topographic map and have
 KC0502.an estimated accuracy of +/- 6 seconds.
 KC0502
 KC0502.The orthometric height was determined by differential leveling
 KC0502.and adjusted by the National Geodetic Survey in June 1991..
 KC0502
 KC0502.The geoid height was determined by GEOID03.
 KC0502
 KC0502.The dynamic height is computed by dividing the NAVD 88
 KC0502.geopotential number by the normal gravity value computed on the
 KC0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0502.degrees latitude (g = 980.6199 gals.).
 KC0502
 KC0502.The modeled gravity was interpolated from observed gravity values.
 KC0502
 KC0502;                    North         East    Units  Estimated Accuracy
 KC0502;SPC MO C     -   405,860.      543,730.      MT  (+/- 180 meters Scaled)
 KC0502
 KC0502                          SUPERSEDED SURVEY CONTROL
 KC0502
 KC0502  NGVD 29 (??/??/92)  206.716  (m)          678.20   (f) ADJ UNCH    2 0
 KC0502
 KC0502.Superseded values are not recommended for survey control.
 KC0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0502.See file dsdata.txt to determine how the superseded data were derived.
 KC0502
 KC0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD867715(NAD 83)
 KC0502_MARKER: DB = BENCH MARK DISK
 KC0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0502_STAMPING: F 136 1935
 KC0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0502+STABILITY: SURFACE MOTION
 KC0502
 KC0502  HISTORY     - Date     Condition        Report By
 KC0502  HISTORY     - 1935     MONUMENTED       CGS
 KC0502
 KC0502                          STATION DESCRIPTION
 KC0502
 KC0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0502'0.6 MI NE FROM PARIS.
 KC0502'0.6 MILE NORTHEAST ALONG THE WABASH RAILWAY FROM THE STATION
 KC0502'AT PARIS, MONROE COUNTY, AT MILEAGE 43.35, 25 FEET SOUTH OF THE
 KC0502'CENTERLINE OF THE TRACK, AND 6 FEET NORTH OF THE RIGHT-OF-WAY
 KC0502'FENCE.  A STANDARD DISK, STAMPED F 136 1935 AND SET IN THE TOP
 KC0502'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0400 ***********************************************************************
 KC0400  DESIGNATION -  F 137
 KC0400  PID         -  KC0400
 KC0400  STATE/COUNTY-  MO/PIKE
 KC0400  USGS QUAD   -  LOUISIANA (1991)
 KC0400
 KC0400                         *CURRENT SURVEY CONTROL
 KC0400  ___________________________________________________________________
 KC0400* NAD 83(1986)-  39 26 11.     (N)    091 03 50.     (W)     SCALED    
 KC0400* NAVD 88     -       147.932  (meters)     485.34   (feet)  ADJUSTED  
 KC0400  ___________________________________________________________________
 KC0400  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KC0400  DYNAMIC HT  -         147.847 (meters)     485.06  (feet)  COMP
 KC0400  MODELED GRAV-     980,052.7   (mgal)                       NAVD 88
 KC0400
 KC0400  VERT ORDER  -  SECOND    CLASS 0
 KC0400
 KC0400.The horizontal coordinates were scaled from a topographic map and have
 KC0400.an estimated accuracy of +/- 6 seconds.
 KC0400
 KC0400.The orthometric height was determined by differential leveling
 KC0400.and adjusted by the National Geodetic Survey in June 1991..
 KC0400
 KC0400.The geoid height was determined by GEOID03.
 KC0400
 KC0400.The dynamic height is computed by dividing the NAVD 88
 KC0400.geopotential number by the normal gravity value computed on the
 KC0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0400.degrees latitude (g = 980.6199 gals.).
 KC0400
 KC0400.The modeled gravity was interpolated from observed gravity values.
 KC0400
 KC0400;                    North         East    Units  Estimated Accuracy
 KC0400;SPC MO E     -   400,030.      201,460.      MT  (+/- 180 meters Scaled)
 KC0400
 KC0400                          SUPERSEDED SURVEY CONTROL
 KC0400
 KC0400  NGVD 29 (??/??/92)  147.996  (m)          485.55   (f) ADJ UNCH    2 0
 KC0400
 KC0400.Superseded values are not recommended for survey control.
 KC0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0400.See file dsdata.txt to determine how the superseded data were derived.
 KC0400
 KC0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD666669(NAD 83)
 KC0400_MARKER: DB = BENCH MARK DISK
 KC0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0400_STAMPING: F 137 1935
 KC0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0400+STABILITY: SURFACE MOTION
 KC0400
 KC0400  HISTORY     - Date     Condition        Report By
 KC0400  HISTORY     - 1935     MONUMENTED       CGS
 KC0400  HISTORY     - 1973     MARK NOT FOUND   USGS
 KC0400
 KC0400                          STATION DESCRIPTION
 KC0400
 KC0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0400'1.3 MI W FROM LOUISIANA.
 KC0400'1.3 MILES WEST ALONG THE CHICAGO AND ALTON RAILROAD FROM THE
 KC0400'STATION AT LOUISIANA, PIKE COUNTY, 0.1 MILE EAST OF A GRAVEL PIT,
 KC0400'5 YARDS EAST OF THE STATION STOCK YARDS SIGNBOARD, AND ABOUT 9
 KC0400'YARDS NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 KC0400'STAMPED F 137 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0400
 KC0400                          STATION RECOVERY (1973)
 KC0400
 KC0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KC0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0196 ***********************************************************************
 HC0196  DESIGNATION -  F 139
 HC0196  PID         -  HC0196
 HC0196  STATE/COUNTY-  MO/IRON
 HC0196  USGS QUAD   -  DES ARC (1980)
 HC0196
 HC0196                         *CURRENT SURVEY CONTROL
 HC0196  ___________________________________________________________________
 HC0196* NAD 83(1986)-  37 21 32.     (N)    090 41 08.     (W)     SCALED    
 HC0196* NAVD 88     -       188.176  (meters)     617.37   (feet)  ADJUSTED  
 HC0196  ___________________________________________________________________
 HC0196  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HC0196  DYNAMIC HT  -         188.031 (meters)     616.90  (feet)  COMP
 HC0196  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 HC0196
 HC0196  VERT ORDER  -  SECOND    CLASS 0
 HC0196
 HC0196.The horizontal coordinates were scaled from a topographic map and have
 HC0196.an estimated accuracy of +/- 6 seconds.
 HC0196
 HC0196.The orthometric height was determined by differential leveling
 HC0196.and adjusted by the National Geodetic Survey in June 1991..
 HC0196
 HC0196.The geoid height was determined by GEOID03.
 HC0196
 HC0196.The dynamic height is computed by dividing the NAVD 88
 HC0196.geopotential number by the normal gravity value computed on the
 HC0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0196.degrees latitude (g = 980.6199 gals.).
 HC0196
 HC0196.The modeled gravity was interpolated from observed gravity values.
 HC0196
 HC0196;                    North         East    Units  Estimated Accuracy
 HC0196;SPC MO E     -   169,300.      233,560.      MT  (+/- 180 meters Scaled)
 HC0196
 HC0196                          SUPERSEDED SURVEY CONTROL
 HC0196
 HC0196  NGVD 29 (??/??/92)  188.184  (m)          617.40   (f) ADJ UNCH    2 0
 HC0196
 HC0196.Superseded values are not recommended for survey control.
 HC0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0196.See file dsdata.txt to determine how the superseded data were derived.
 HC0196
 HC0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB049371(NAD 83)
 HC0196_MARKER: DB = BENCH MARK DISK
 HC0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0196_STAMPING: F 139 1935
 HC0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0196+STABILITY: SURFACE MOTION
 HC0196
 HC0196  HISTORY     - Date     Condition        Report By
 HC0196  HISTORY     - 1935     MONUMENTED       CGS
 HC0196  HISTORY     - 1966     MARK NOT FOUND   USGS
 HC0196
 HC0196                          STATION DESCRIPTION
 HC0196
 HC0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0196'0.6 MI E FROM ANNAPOLIS.
 HC0196'0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 HC0196'AT ANNAPOLIS, 29 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 HC0196'21 FEET EAST OF BLOCK SIGNAL 108/6.  A STANDARD DISK, STAMPED F
 HC0196'139 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0196
 HC0196                          STATION RECOVERY (1966)
 HC0196
 HC0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HC0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0371 ***********************************************************************
 JC0371  DESIGNATION -  F 139 RESET
 JC0371  PID         -  JC0371
 JC0371  STATE/COUNTY-  MO/FRANKLIN
 JC0371  USGS QUAD   -  ST CLAIR (1969)
 JC0371
 JC0371                         *CURRENT SURVEY CONTROL
 JC0371  ___________________________________________________________________
 JC0371* NAD 83(1986)-  38 20 04.     (N)    090 58 03.     (W)     SCALED    
 JC0371* NAVD 88     -       228.060  (meters)     748.23   (feet)  ADJUSTED  
 JC0371  ___________________________________________________________________
 JC0371  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 JC0371  DYNAMIC HT  -         227.909 (meters)     747.73  (feet)  COMP
 JC0371  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 JC0371
 JC0371  VERT ORDER  -  FIRST     CLASS II
 JC0371
 JC0371.The horizontal coordinates were scaled from a topographic map and have
 JC0371.an estimated accuracy of +/- 6 seconds.
 JC0371
 JC0371.The orthometric height was determined by differential leveling
 JC0371.and adjusted by the National Geodetic Survey in June 1991..
 JC0371
 JC0371.The geoid height was determined by GEOID03.
 JC0371
 JC0371.The dynamic height is computed by dividing the NAVD 88
 JC0371.geopotential number by the normal gravity value computed on the
 JC0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0371.degrees latitude (g = 980.6199 gals.).
 JC0371
 JC0371.The modeled gravity was interpolated from observed gravity values.
 JC0371
 JC0371;                    North         East    Units  Estimated Accuracy
 JC0371;SPC MO E     -   277,660.      209,130.      MT  (+/- 180 meters Scaled)
 JC0371
 JC0371                          SUPERSEDED SURVEY CONTROL
 JC0371
 JC0371  NGVD 29 (??/??/92)  228.106  (m)          748.38   (f) ADJ UNCH    1 2
 JC0371
 JC0371.Superseded values are not recommended for survey control.
 JC0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0371.See file dsdata.txt to determine how the superseded data were derived.
 JC0371
 JC0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC776448(NAD 83)
 JC0371_MARKER: DB = BENCH MARK DISK
 JC0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0371_STAMPING: F 139 1935 RESET 1949
 JC0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0371+STABILITY: SURFACE MOTION
 JC0371
 JC0371  HISTORY     - Date     Condition        Report By
 JC0371  HISTORY     - 1949     MONUMENTED       CGS
 JC0371
 JC0371                          STATION DESCRIPTION
 JC0371
 JC0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0371'1.2 MI SE FROM ST CLAIR.
 JC0371'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE ST.
 JC0371'LOUIS-SAN FRANCISCO RAILWAY STATION AT ST. CLAIR, AT THE JUNCTION
 JC0371'OF HIGHWAY 30 AND COUNTY HIGHWAY K, 82 FEET NORTH-NORTHWEST OF THE
 JC0371'NORTHEAST CORNER OF NEW BASEMENT FOR THE MT. ZION BAPTIST CHURCH,
 JC0371'63 FEET EAST OF THE CENTER OF THE TOMBSTONE OF THERASA AND ALVA
 JC0371'HANSEIL (MAY THEY REST IN PEACE), 52 FEET SOUTH-SOUTHWEST OF THE
 JC0371'CENTER LINE OF HIGHWAY 30, 49 FEET WEST-SOUTHWEST OF THE CENTER LINE
 JC0371'OF HIGHWAY K, 11 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE, 2 FEET
 JC0371'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JC0371'LEVEL OF THE HIGHWAY 30 AND SET IN THE TOP OF A CONCRETE POST
 JC0371'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0016 ***********************************************************************
 GE0016  DESIGNATION -  F 14
 GE0016  PID         -  GE0016
 GE0016  STATE/COUNTY-  MO/BUTLER
 GE0016  USGS QUAD   -  ROMBAUER (1966)
 GE0016
 GE0016                         *CURRENT SURVEY CONTROL
 GE0016  ___________________________________________________________________
 GE0016* NAD 83(1986)-  36 47 46.     (N)    090 20 00.     (W)     SCALED    
 GE0016* NAVD 88     -        99.597  (meters)     326.76   (feet)  ADJUSTED  
 GE0016  ___________________________________________________________________
 GE0016  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GE0016  DYNAMIC HT  -          99.519 (meters)     326.51  (feet)  COMP
 GE0016  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 GE0016
 GE0016  VERT ORDER  -  FIRST     CLASS II
 GE0016
 GE0016.The horizontal coordinates were scaled from a topographic map and have
 GE0016.an estimated accuracy of +/- 6 seconds.
 GE0016
 GE0016.The orthometric height was determined by differential leveling
 GE0016.and adjusted by the National Geodetic Survey in June 1991..
 GE0016
 GE0016.The geoid height was determined by GEOID03.
 GE0016
 GE0016.The dynamic height is computed by dividing the NAVD 88
 GE0016.geopotential number by the normal gravity value computed on the
 GE0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0016.degrees latitude (g = 980.6199 gals.).
 GE0016
 GE0016.The modeled gravity was interpolated from observed gravity values.
 GE0016
 GE0016;                    North         East    Units  Estimated Accuracy
 GE0016;SPC MO E     -   106,840.      264,870.      MT  (+/- 180 meters Scaled)
 GE0016
 GE0016                          SUPERSEDED SURVEY CONTROL
 GE0016
 GE0016  NGVD 29 (??/??/92)   99.612  (m)          326.81   (f) ADJ UNCH    1 2
 GE0016
 GE0016.Superseded values are not recommended for survey control.
 GE0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0016.See file dsdata.txt to determine how the superseded data were derived.
 GE0016
 GE0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA379755(NAD 83)
 GE0016_MARKER: DB = BENCH MARK DISK
 GE0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0016_STAMPING: 326.833 F 14 1932
 GE0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0016+STABILITY: SURFACE MOTION
 GE0016
 GE0016  HISTORY     - Date     Condition        Report By
 GE0016  HISTORY     - 1932     MONUMENTED       CGS
 GE0016  HISTORY     - 1934     GOOD             NGS
 GE0016  HISTORY     - 20020830 MARK NOT FOUND   USACE
 GE0016
 GE0016                          STATION DESCRIPTION
 GE0016
 GE0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0016'4.6 MI NE FROM POPLAR BLUFF.
 GE0016'4.6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0016'FROM THE STATION AT POPLAR BLUFF, BUTLER COUNTY, 10 RAILS
 GE0016'SOUTHWEST OF BRIDGE NO. A 190.4, AT A ROAD CROSSING, 123 FEET
 GE0016'NORTHEAST OF A CROSSING-WARNING SIGN, 48 FEET NORTHWEST OF THE
 GE0016'CENTERLINE OF THE TRACK, 44 FEET EAST OF THE CENTERLINE OF THE
 GE0016'FARM-TO-MARKET ROAD, 20 FEET WEST OF POLE 190/14, 12 FEET
 GE0016'NORTHWEST OF THE ROW OF POLES, 6.5 FEET WEST OF THE CATTLEGUARD
 GE0016'FENCE, AND 2 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE.
 GE0016'A STANDARD DISK, STAMPED 326.833 F 14 1932 AND SET IN THE TOP OF A
 GE0016'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 GE0016
 GE0016                          STATION RECOVERY (2002)
 GE0016
 GE0016'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0963 ***********************************************************************
 HB0963  DESIGNATION -  F 141
 HB0963  PID         -  HB0963
 HB0963  STATE/COUNTY-  MO/BOLLINGER
 HB0963  USGS QUAD   -  MARBLE HILL (1980)
 HB0963
 HB0963                         *CURRENT SURVEY CONTROL
 HB0963  ___________________________________________________________________
 HB0963* NAD 83(1986)-  37 17 55.     (N)    089 58 42.     (W)     SCALED    
 HB0963* NAVD 88     -       127.957  (meters)     419.81   (feet)  ADJUSTED  
 HB0963  ___________________________________________________________________
 HB0963  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HB0963  DYNAMIC HT  -         127.863 (meters)     419.50  (feet)  COMP
 HB0963  MODELED GRAV-     979,896.9   (mgal)                       NAVD 88
 HB0963
 HB0963  VERT ORDER  -  SECOND    CLASS 0
 HB0963
 HB0963.The horizontal coordinates were scaled from a topographic map and have
 HB0963.an estimated accuracy of +/- 6 seconds.
 HB0963
 HB0963.The orthometric height was determined by differential leveling
 HB0963.and adjusted by the National Geodetic Survey in June 1991..
 HB0963
 HB0963.The geoid height was determined by GEOID03.
 HB0963
 HB0963.The dynamic height is computed by dividing the NAVD 88
 HB0963.geopotential number by the normal gravity value computed on the
 HB0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0963.degrees latitude (g = 980.6199 gals.).
 HB0963
 HB0963.The modeled gravity was interpolated from observed gravity values.
 HB0963
 HB0963;                    North         East    Units  Estimated Accuracy
 HB0963;SPC MO E     -   162,720.      296,250.      MT  (+/- 180 meters Scaled)
 HB0963
 HB0963                          SUPERSEDED SURVEY CONTROL
 HB0963
 HB0963  NGVD 29 (??/??/??)  127.956  (m)          419.80   (f) ADJUSTED    2 0
 HB0963
 HB0963.Superseded values are not recommended for survey control.
 HB0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0963.See file dsdata.txt to determine how the superseded data were derived.
 HB0963
 HB0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG360321(NAD 83)
 HB0963_MARKER: DB = BENCH MARK DISK
 HB0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0963_STAMPING: F 141 1935
 HB0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0963+STABILITY: SURFACE MOTION
 HB0963
 HB0963  HISTORY     - Date     Condition        Report By
 HB0963  HISTORY     - 1935     MONUMENTED       CGS
 HB0963  HISTORY     - 1945     GOOD             CGS
 HB0963  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB0963  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB0963  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB0963
 HB0963                          STATION DESCRIPTION
 HB0963
 HB0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HB0963'AT LUTESVILLE.
 HB0963'AT LUTESVILLE, BOLLINGER COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HB0963'260 FEET SOUTH OF THE STATION, 55 FEET NORTH OF THE NORTHEAST
 HB0963'CORNER OF THE GOODWIN CO. WAREHOUSE, AT A STREET CROSSING, 30
 HB0963'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 35 FEET
 HB0963'SOUTHEAST OF THE CENTERLINE OF THE STREET.  A STANDARD DISK,
 HB0963'STAMPED F 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0963
 HB0963                          STATION RECOVERY (1976)
 HB0963
 HB0963'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0963'MARK NOT FOUND.
 HB0963
 HB0963                          STATION RECOVERY (1976)
 HB0963
 HB0963'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0963'MARK NOT FOUND.
 HB0963
 HB0963                          STATION RECOVERY (1976)
 HB0963
 HB0963'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0470 ***********************************************************************
 KC0470  DESIGNATION -  F 146
 KC0470  PID         -  KC0470
 KC0470  STATE/COUNTY-  MO/AUDRAIN
 KC0470  USGS QUAD   -  AUXVASSE (1972)
 KC0470
 KC0470                         *CURRENT SURVEY CONTROL
 KC0470  ___________________________________________________________________
 KC0470* NAD 83(1986)-  39 05 27.     (N)    091 54 14.     (W)     SCALED    
 KC0470* NAVD 88     -       258.279  (meters)     847.37   (feet)  ADJUSTED  
 KC0470  ___________________________________________________________________
 KC0470  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0470  DYNAMIC HT  -         258.115 (meters)     846.83  (feet)  COMP
 KC0470  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 KC0470
 KC0470  VERT ORDER  -  SECOND    CLASS 0
 KC0470
 KC0470.The horizontal coordinates were scaled from a topographic map and have
 KC0470.an estimated accuracy of +/- 6 seconds.
 KC0470
 KC0470.The orthometric height was determined by differential leveling
 KC0470.and adjusted by the National Geodetic Survey in June 1991..
 KC0470
 KC0470.The geoid height was determined by GEOID03.
 KC0470
 KC0470.The dynamic height is computed by dividing the NAVD 88
 KC0470.geopotential number by the normal gravity value computed on the
 KC0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0470.degrees latitude (g = 980.6199 gals.).
 KC0470
 KC0470.The modeled gravity was interpolated from observed gravity values.
 KC0470
 KC0470;                    North         East    Units  Estimated Accuracy
 KC0470;SPC MO C     -   361,680.      551,570.      MT  (+/- 180 meters Scaled)
 KC0470
 KC0470                          SUPERSEDED SURVEY CONTROL
 KC0470
 KC0470  NGVD 29 (??/??/92)  258.282  (m)          847.38   (f) ADJ UNCH    2 0
 KC0470
 KC0470.Superseded values are not recommended for survey control.
 KC0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0470.See file dsdata.txt to determine how the superseded data were derived.
 KC0470
 KC0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD947274(NAD 83)
 KC0470_MARKER: DB = BENCH MARK DISK
 KC0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0470_STAMPING: F 146 1935
 KC0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0470+STABILITY: SURFACE MOTION
 KC0470
 KC0470  HISTORY     - Date     Condition        Report By
 KC0470  HISTORY     - 1935     MONUMENTED       CGS
 KC0470
 KC0470                          STATION DESCRIPTION
 KC0470
 KC0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0470'6 MI S FROM MEXICO.
 KC0470'6.0 MILES SOUTH ALONG THE CHICAGO AND ALTON RAILROAD FROM THE
 KC0470'STATION AT MEXICO, AUDRAIN COUNTY, 9 RAILS SOUTH OF THE ORTIZ
 KC0470'SIDING STATION SIGNBOARD, 2 RAILS SOUTH OF A ROAD CROSSING, AND
 KC0470'40 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK
 KC0470'STAMPED F 146 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0114 ***********************************************************************
 JD0114  DESIGNATION -  F 147
 JD0114  PID         -  JD0114
 JD0114  STATE/COUNTY-  MO/CALLAWAY
 JD0114  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD0114
 JD0114                         *CURRENT SURVEY CONTROL
 JD0114  ___________________________________________________________________
 JD0114* NAD 83(1997)-  38 38 56.12936(N)    092 07 06.73835(W)     ADJUSTED  
 JD0114* NAVD 88     -       263.201  (meters)     863.52   (feet)  ADJUSTED  
 JD0114  ___________________________________________________________________
 JD0114  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 JD0114  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD0114  DYNAMIC HT  -         263.024 (meters)     862.94  (feet)  COMP
 JD0114  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 JD0114
 JD0114  HORZ ORDER  -  SECOND
 JD0114  VERT ORDER  -  SECOND    CLASS 0
 JD0114
 JD0114.The horizontal coordinates were established by classical geodetic methods
 JD0114.and adjusted by the National Geodetic Survey in February 2000..
 JD0114
 JD0114.The orthometric height was determined by differential leveling
 JD0114.and adjusted by the National Geodetic Survey in June 1991..
 JD0114
 JD0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0114
 JD0114.The geoid height was determined by GEOID03.
 JD0114
 JD0114.The dynamic height is computed by dividing the NAVD 88
 JD0114.geopotential number by the normal gravity value computed on the
 JD0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0114.degrees latitude (g = 980.6199 gals.).
 JD0114
 JD0114.The modeled gravity was interpolated from observed gravity values.
 JD0114
 JD0114;                    North         East     Units Scale Factor Converg.
 JD0114;SPC MO C     -   312,528.822   533,205.160   MT  0.99994691   +0 14 17.7
 JD0114;UTM  15      - 4,278,187.079   576,703.727   MT  0.99967245   +0 33 01.9
 JD0114
 JD0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0114!SPC MO C     -   0.99996378  x   0.99994691  =   0.99991069
 JD0114!UTM  15      -   0.99996378  x   0.99967245  =   0.99963624
 JD0114
 JD0114                          SUPERSEDED SURVEY CONTROL
 JD0114
 JD0114  NAD 83(1986)-  38 38 56.14040(N)    092 07 06.74433(W) AD(       ) 2
 JD0114  NAD 27      -  38 38 56.01600(N)    092 07 06.08260(W) AD(       ) 2
 JD0114  NGVD 29 (??/??/92)  263.219  (m)          863.58   (f) ADJ UNCH    2 0
 JD0114
 JD0114.Superseded values are not recommended for survey control.
 JD0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0114.See file dsdata.txt to determine how the superseded data were derived.
 JD0114
 JD0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7670478187(NAD 83)
 JD0114_MARKER: DB = BENCH MARK DISK
 JD0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0114_STAMPING: F 147 1935
 JD0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0114+STABILITY: SURFACE MOTION
 JD0114
 JD0114  HISTORY     - Date     Condition        Report By
 JD0114  HISTORY     - 1949     MONUMENTED       CGS
 JD0114  HISTORY     - 1954     GOOD             NGS
 JD0114  HISTORY     - 1971     GOOD             NGS
 JD0114
 JD0114                          STATION DESCRIPTION
 JD0114
 JD0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD0114'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF JEFFERSON CITY IN THE
 JD0114'NORTHWEST CORNER OF THE HOLTS SUMMIT PUBLIC SCHOOL GROUNDS.
 JD0114'STATION IS 73 FEET NORTH OF THE SIDEWALK TO SCHOOLHOUSE, 36 FEET
 JD0114'EAST OF THE CENTERLINE OF U.S. HIGHWAY 54 AND 4 FEET
 JD0114'WEST-NORTHWEST OF A POWER POLE.  THE MARK PROJECTS ABOUT 4 INCHES
 JD0114'AND THE DISK IS STAMPED F 147 1935.
 JD0114'
 JD0114'A TRAVERSE CONNECTION WAS MADE TO THE MARK FROM TRIANGULATION
 JD0114'STATION SUMMIT.  THE DISTANCE IS 44.735 METERS (146.77 FEET).
 JD0114'
 JD0114'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 63 NORTH OF
 JD0114'JEFFERSON CITY GO NORTH ON U.S. HIGHWAY 54 FOR 5.05 MILES TO
 JD0114'STATION ON RIGHT OR EAST SIDE OF HIGHWAY, IN SCHOOL YARD AS
 JD0114'DESCRIBED.
 JD0114
 JD0114                          STATION RECOVERY (1954)
 JD0114
 JD0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JD0114'AT HOLTS SUMMIT.
 JD0114'AT HOLTS SUMMIT, ON U.S. HIGHWAY 54, ABOUT 65 FEET NORTHWEST OF
 JD0114'A SCHOOL, AND 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 JD0114'A STANDARD DISK, STAMPED F 147 1935 AND SET IN THE TOP OF A
 JD0114'CONCRETE POST.  NOTE-- THE SCHOOL MENTIONED IN THE ORIGINAL
 JD0114'DESCRIPTION HAS BEEN DISMANTLED AND A NEW SCHOOL BUILDING HAS
 JD0114'BEEN BUILT AT THE SAME SITE BUT ABOUT 100 FEET SOUTH OF THE OLD
 JD0114'BUILDING.
 JD0114
 JD0114                          STATION RECOVERY (1971)
 JD0114
 JD0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JD0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0687 ***********************************************************************
 JC0687  DESIGNATION -  F 148
 JC0687  PID         -  JC0687
 JC0687  STATE/COUNTY-  MO/MONTGOMERY
 JC0687  USGS QUAD   -  JONESBURG (1985)
 JC0687
 JC0687                         *CURRENT SURVEY CONTROL
 JC0687  ___________________________________________________________________
 JC0687* NAD 83(1986)-  38 52 04.     (N)    091 20 56.     (W)     SCALED    
 JC0687* NAVD 88     -       272.503  (meters)     894.04   (feet)  ADJUSTED  
 JC0687  ___________________________________________________________________
 JC0687  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JC0687  DYNAMIC HT  -         272.327 (meters)     893.46  (feet)  COMP
 JC0687  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 JC0687
 JC0687  VERT ORDER  -  SECOND    CLASS 0
 JC0687
 JC0687.The horizontal coordinates were scaled from a topographic map and have
 JC0687.an estimated accuracy of +/- 6 seconds.
 JC0687
 JC0687.The orthometric height was determined by differential leveling
 JC0687.and adjusted by the National Geodetic Survey in June 1991..
 JC0687
 JC0687.The geoid height was determined by GEOID03.
 JC0687
 JC0687.The dynamic height is computed by dividing the NAVD 88
 JC0687.geopotential number by the normal gravity value computed on the
 JC0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0687.degrees latitude (g = 980.6199 gals.).
 JC0687
 JC0687.The modeled gravity was interpolated from observed gravity values.
 JC0687
 JC0687;                    North         East    Units  Estimated Accuracy
 JC0687;SPC MO E     -   337,100.      176,330.      MT  (+/- 180 meters Scaled)
 JC0687
 JC0687                          SUPERSEDED SURVEY CONTROL
 JC0687
 JC0687  NGVD 29 (??/??/92)  272.51   (m)          894.1    (f) COMPUTED    2 0
 JC0687
 JC0687.Superseded values are not recommended for survey control.
 JC0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0687.See file dsdata.txt to determine how the superseded data were derived.
 JC0687
 JC0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD432033(NAD 83)
 JC0687_MARKER: DB = BENCH MARK DISK
 JC0687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0687_SP_SET: BRIDGE
 JC0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0687
 JC0687  HISTORY     - Date     Condition        Report By
 JC0687  HISTORY     - UNK      MONUMENTED       CGS
 JC0687  HISTORY     - 1935     GOOD             NGS
 JC0687
 JC0687                          STATION DESCRIPTION
 JC0687
 JC0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0687'2.5 MI W FROM JONESBURG.
 JC0687'2.5 MILES WEST OF JONESBURG, STATION ON THE WABASH R.R. DISC SET
 JC0687'IN THE TOP CENTER NORTH END OF THE WEST ABUTMENT OF STEEL BRIDGE
 JC0687'234 OVERPASS OF HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0688 ***********************************************************************
 JC0688  DESIGNATION -  F 148 RESET
 JC0688  PID         -  JC0688
 JC0688  STATE/COUNTY-  MO/MONTGOMERY
 JC0688  USGS QUAD   -  JONESBURG (1985)
 JC0688
 JC0688                         *CURRENT SURVEY CONTROL
 JC0688  ___________________________________________________________________
 JC0688* NAD 83(1986)-  38 52 04.     (N)    091 20 57.     (W)     SCALED    
 JC0688* NAVD 88     -       274.22   (+/-2cm)     899.7    (feet)  VERTCON   
 JC0688  ___________________________________________________________________
 JC0688  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JC0688
 JC0688  VERT ORDER  -  THIRD (See Below)
 JC0688
 JC0688.The horizontal coordinates were scaled from a topographic map and have
 JC0688.an estimated accuracy of +/- 6 seconds.
 JC0688
 JC0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0688.The vertical order pertains to the NGVD 29 superseded value.
 JC0688
 JC0688.The geoid height was determined by GEOID03.
 JC0688
 JC0688;                    North         East    Units  Estimated Accuracy
 JC0688;SPC MO E     -   337,100.      176,310.      MT  (+/- 180 meters Scaled)
 JC0688
 JC0688                          SUPERSEDED SURVEY CONTROL
 JC0688
 JC0688  NGVD 29 (??/??/??)  274.22   (m)          899.7    (f) RESET       3  
 JC0688
 JC0688.Superseded values are not recommended for survey control.
 JC0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0688.See file dsdata.txt to determine how the superseded data were derived.
 JC0688
 JC0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD432033(NAD 83)
 JC0688_MARKER: DD = SURVEY DISK
 JC0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0688_SP_SET: BRIDGE
 JC0688_STAMPING: F 148 RESET 1954
 JC0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0688
 JC0688  HISTORY     - Date     Condition        Report By
 JC0688  HISTORY     - 1954     MONUMENTED       MOHC
 JC0688  HISTORY     - 1955     GOOD             NGS
 JC0688
 JC0688                          STATION DESCRIPTION
 JC0688
 JC0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JC0688'2.5 MI W FROM JONESBURG.
 JC0688'2.5 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0688'JONESBURG, MONTGOMERY COUNTY, AT BRIDGE 234 OVER U.S. HIGHWAY 40,
 JC0688'AND IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT.  A STANDARD
 JC0688'DISK, STAMPED F 148 RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0547 ***********************************************************************
 JC0547  DESIGNATION -  F 149
 JC0547  PID         -  JC0547
 JC0547  STATE/COUNTY-  MO/ST CHARLES
 JC0547  USGS QUAD   -  O'FALLON (1994)
 JC0547
 JC0547                         *CURRENT SURVEY CONTROL
 JC0547  ___________________________________________________________________
 JC0547* NAD 83(1997)-  38 48 40.09770(N)    090 41 59.25609(W)     ADJUSTED  
 JC0547* NAVD 88     -       165.447  (meters)     542.80   (feet)  ADJUSTED  
 JC0547  ___________________________________________________________________
 JC0547  X           -     -60,781.170 (meters)                     COMP
 JC0547  Y           -  -4,976,228.046 (meters)                     COMP
 JC0547  Z           -   3,976,085.364 (meters)                     COMP
 JC0547  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 JC0547  ELLIP HEIGHT-         133.84  (meters)          (08/29/03) GPS OBS
 JC0547  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JC0547  DYNAMIC HT  -         165.344 (meters)     542.47  (feet)  COMP
 JC0547  MODELED GRAV-     979,999.7   (mgal)                       NAVD 88
 JC0547
 JC0547  HORZ ORDER  -  B
 JC0547  VERT ORDER  -  SECOND    CLASS 0
 JC0547  ELLP ORDER  -  FOURTH    CLASS II
 JC0547
 JC0547.The horizontal coordinates were established by GPS observations
 JC0547.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 JC0547
 JC0547.The orthometric height was determined by differential leveling
 JC0547.and adjusted by the National Geodetic Survey in June 1991..
 JC0547
 JC0547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC0547
 JC0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0547
 JC0547.The ellipsoidal height was determined by GPS observations
 JC0547.and is referenced to NAD 83.
 JC0547
 JC0547.The geoid height was determined by GEOID03.
 JC0547
 JC0547.The dynamic height is computed by dividing the NAVD 88
 JC0547.geopotential number by the normal gravity value computed on the
 JC0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0547.degrees latitude (g = 980.6199 gals.).
 JC0547
 JC0547.The modeled gravity was interpolated from observed gravity values.
 JC0547
 JC0547;                    North         East     Units Scale Factor Converg.
 JC0547;SPC MO E     -   330,484.915   232,647.853   MT  0.99993704   -0 07 30.8
 JC0547;UTM  15      - 4,298,332.133   699,718.966   MT  1.00009120   +1 26 31.7
 JC0547
 JC0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0547!SPC MO E     -   0.99997900  x   0.99993704  =   0.99991604
 JC0547!UTM  15      -   0.99997900  x   1.00009120  =   1.00007020
 JC0547
 JC0547                          SUPERSEDED SURVEY CONTROL
 JC0547
 JC0547  NAVD 88 (08/29/03)  165.45   (m)          542.8    (f) LEVELING    3  
 JC0547  NGVD 29 (??/??/92)  165.471  (m)          542.88   (f) ADJ UNCH    2 0
 JC0547
 JC0547.Superseded values are not recommended for survey control.
 JC0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0547.See file dsdata.txt to determine how the superseded data were derived.
 JC0547
 JC0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9971998332(NAD 83)
 JC0547_MARKER: DB = BENCH MARK DISK
 JC0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0547_STAMPING: F 149 1935
 JC0547_MARK LOGO: CGS   
 JC0547_PROJECTION: PROJECTING 8 CENTIMETERS
 JC0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0547+STABILITY: SURFACE MOTION
 JC0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0547+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2003
 JC0547
 JC0547  HISTORY     - Date     Condition        Report By
 JC0547  HISTORY     - 1935     MONUMENTED       CGS
 JC0547  HISTORY     - 1949     GOOD             NGS
 JC0547  HISTORY     - 1988     GOOD             USPSQD
 JC0547  HISTORY     - 20010307 GOOD             INDIV
 JC0547  HISTORY     - 20030502 GOOD             WOOLPT
 JC0547  HISTORY     - 20060325 GOOD             GEOCAC
 JC0547
 JC0547                          STATION DESCRIPTION
 JC0547
 JC0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0547'AT O FALLON.
 JC0547'AT O FALLON, ST. CHARLES COUNTY, ON THE WABASH RAILROAD, ONE
 JC0547'BLOCK EAST OF THE STATION, IN THE SOUTHEAST CORNER OF THE ST.
 JC0547'MARY INSTITUTE YARD, 40 FEET EAST OF THE CENTER OF A STREET
 JC0547'CROSSING, AND 45 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.
 JC0547'A STANDARD DISK, STAMPED F 149 1935 AND SET IN THE TOP OF A
 JC0547'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 JC0547
 JC0547                          STATION RECOVERY (1988)
 JC0547
 JC0547'RECOVERY NOTE BY US POWER SQUADRON 1988 (VFK)
 JC0547'RECOVERED IN GOOD CONDITION.
 JC0547
 JC0547                          STATION RECOVERY (2001)
 JC0547
 JC0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KEG)
 JC0547'THE DESCRIPTION NEEDS TO BE CHANGED AS FOLLOWS - AT O'FALLON ST.
 JC0547'CHARLES COUNTY, ON THE WABASH RAILROAD, IN THE SOUTHWEST CORNER OF THE
 JC0547'O'FALLON CITY HALL PROPERTY (FORMERLY ST. MARY INSTITUTE YARD), 40'
 JC0547'EAST OF MAIN STREET (HIGHWAY M) AND 45' NORTH OF THE CENTERLINE OF
 JC0547'MAIN RAILROAD TRACK. SIZE, TYPE AND STAMPING SAME AS BEFORE.
 JC0547
 JC0547                          STATION RECOVERY (2003)
 JC0547
 JC0547'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 JC0547'THE STATION IS LOCATED IN THE CITY OF O FALLON, MO. APPROXIMATELY 12
 JC0547'MI WEST OF THE CITY OF
 JC0547'SAINT CHARLES AND 7.5 MI EAST OF WENTZVILLE AND IN FRONT OF THE CITY
 JC0547'OF O FALLON MUNICIPAL
 JC0547'CENTER. OWNERSHIP--CITY OF O FALLON.
 JC0547' 
 JC0547'TO REACH THE STATION FROM THE INTERSECTION OF THE I-70 BRIDGE OVER
 JC0547'CR-K/SR-M (MAIN
 JC0547'STREET), GO NORTH 0.6 MI ON MAIN STREET TO THE STATION ON THE RIGHT AT
 JC0547'THE SOUTHEAST
 JC0547'CORNER OF THE ENTRANCE TO THE CITY OF O FALLON MUNICIPAL BUILDING. THE
 JC0547'STATION IS A
 JC0547'STANDARD CGS DISK STAMPED--F 149 1935--AND SET IN A 4-INCH SQUARE
 JC0547'CONCRETE MONUMENT
 JC0547'PROJECTING 3 INCHES ABOVE THE GROUND.
 JC0547' 
 JC0547'THE STATION IS 78.4 FEET SOUTH OF THE BRICK CITY OF O FALLON MUNICIPAL
 JC0547'BUILDING ENTRANCE
 JC0547'SIGN, 61.2 FEET SOUTHWEST OF A STOP SIGN, 45.0 FEET NORTH OF THE NORTH
 JC0547'RAIL OF THE WABASH
 JC0547'RAILROAD TRACKS, 28.6 FEET SOUTHWEST OF A LIGHT STANDARD, AND 25.7
 JC0547'FEET NORTHEAST OF A
 JC0547'LIGHT STANDARD.
 JC0547' 
 JC0547'
 JC0547
 JC0547                          STATION RECOVERY (2006)
 JC0547
 JC0547'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 JC0547'1ST GEOCAC RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0530 ***********************************************************************
 KC0530  DESIGNATION -  F 15
 KC0530  PID         -  KC0530
 KC0530  STATE/COUNTY-  MO/LEWIS
 KC0530  USGS QUAD   -  DURHAM (1975)
 KC0530
 KC0530                         *CURRENT SURVEY CONTROL
 KC0530  ___________________________________________________________________
 KC0530* NAD 83(1986)-  39 57 47.     (N)    091 38 44.     (W)     SCALED    
 KC0530* NAVD 88     -       193.020  (meters)     633.27   (feet)  ADJUSTED  
 KC0530  ___________________________________________________________________
 KC0530  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KC0530  DYNAMIC HT  -         192.918 (meters)     632.93  (feet)  COMP
 KC0530  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 KC0530
 KC0530  VERT ORDER  -  FIRST     CLASS II
 KC0530
 KC0530.The horizontal coordinates were scaled from a topographic map and have
 KC0530.an estimated accuracy of +/- 6 seconds.
 KC0530
 KC0530.The orthometric height was determined by differential leveling
 KC0530.and adjusted by the National Geodetic Survey in June 1991..
 KC0530
 KC0530.The geoid height was determined by GEOID03.
 KC0530
 KC0530.The dynamic height is computed by dividing the NAVD 88
 KC0530.geopotential number by the normal gravity value computed on the
 KC0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0530.degrees latitude (g = 980.6199 gals.).
 KC0530
 KC0530.The modeled gravity was interpolated from observed gravity values.
 KC0530
 KC0530;                    North         East    Units  Estimated Accuracy
 KC0530;SPC MO E     -   458,980.      152,130.      MT  (+/- 180 meters Scaled)
 KC0530
 KC0530                          SUPERSEDED SURVEY CONTROL
 KC0530
 KC0530  NGVD 29 (??/??/92)  193.091  (m)          633.50   (f) ADJ UNCH    1 2
 KC0530
 KC0530.Superseded values are not recommended for survey control.
 KC0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0530.See file dsdata.txt to determine how the superseded data were derived.
 KC0530
 KC0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE156245(NAD 83)
 KC0530_MARKER: DB = BENCH MARK DISK
 KC0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0530_STAMPING: F 15 1933
 KC0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0530+STABILITY: SURFACE MOTION
 KC0530
 KC0530  HISTORY     - Date     Condition        Report By
 KC0530  HISTORY     - 1933     MONUMENTED       CGS
 KC0530
 KC0530                          STATION DESCRIPTION
 KC0530
 KC0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0530'1.5 MI SE FROM DURHAM.
 KC0530'ABOUT 1-1/2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 KC0530'QUINCY RAILROAD FROM DURHAM, LEWIS COUNTY, 3/8 MILE NORTHWEST
 KC0530'OF MILEPOST 13, AT A ROAD CROSSING, 30 FEET SOUTH OF THE TRACK,
 KC0530'AND 25 FEET WEST OF THE CROSSROAD.  A STANDARD DISK, STAMPED
 KC0530'F 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0087 ***********************************************************************
 LE0087  DESIGNATION -  F 16
 LE0087  PID         -  LE0087
 LE0087  STATE/COUNTY-  MO/ADAIR
 LE0087  USGS QUAD   -  BRASHEAR (1966)
 LE0087
 LE0087                         *CURRENT SURVEY CONTROL
 LE0087  ___________________________________________________________________
 LE0087* NAD 83(1986)-  40 08 51.     (N)    092 23 57.     (W)     SCALED    
 LE0087* NAVD 88     -       249.974  (meters)     820.12   (feet)  ADJUSTED  
 LE0087  ___________________________________________________________________
 LE0087  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LE0087  DYNAMIC HT  -         249.840 (meters)     819.68  (feet)  COMP
 LE0087  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 LE0087
 LE0087  VERT ORDER  -  FIRST     CLASS II
 LE0087
 LE0087.The horizontal coordinates were scaled from a topographic map and have
 LE0087.an estimated accuracy of +/- 6 seconds.
 LE0087
 LE0087.The orthometric height was determined by differential leveling
 LE0087.and adjusted by the National Geodetic Survey in June 1991..
 LE0087
 LE0087.The geoid height was determined by GEOID03.
 LE0087
 LE0087.The dynamic height is computed by dividing the NAVD 88
 LE0087.geopotential number by the normal gravity value computed on the
 LE0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0087.degrees latitude (g = 980.6199 gals.).
 LE0087
 LE0087.The modeled gravity was interpolated from observed gravity values.
 LE0087
 LE0087;                    North         East    Units  Estimated Accuracy
 LE0087;SPC MO C     -   478,830.      508,590.      MT  (+/- 180 meters Scaled)
 LE0087
 LE0087                          SUPERSEDED SURVEY CONTROL
 LE0087
 LE0087  NGVD 29 (??/??/92)  249.994  (m)          820.19   (f) ADJ UNCH    1 2
 LE0087
 LE0087.Superseded values are not recommended for survey control.
 LE0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0087.See file dsdata.txt to determine how the superseded data were derived.
 LE0087
 LE0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE511443(NAD 83)
 LE0087_MARKER: DB = BENCH MARK DISK
 LE0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0087_STAMPING: F 16 1933
 LE0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0087+STABILITY: SURFACE MOTION
 LE0087
 LE0087  HISTORY     - Date     Condition        Report By
 LE0087  HISTORY     - 1933     MONUMENTED       CGS
 LE0087
 LE0087                          STATION DESCRIPTION
 LE0087
 LE0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LE0087'1.3 MI W FROM BRASHEAR.
 LE0087'1.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0087'FROM BRASHEAR, ADAIR COUNTY, 21 RAILS EAST OF BRIDGE 58.87,
 LE0087'40 FEET SOUTH OF THE TRACK, AND 10 FEET NORTH OF STATE HIGHWAY
 LE0087'6.  A STANDARD DISK, STAMPED F 16 1933 AND SET IN THE TOP OF A
 LE0087'CONCRETE POST.  NOTE-- BM IS LOCATED 1 FOOT SOUTH OF A METAL
 LE0087'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0798 ***********************************************************************
 HD0798  DESIGNATION -  F 169
 HD0798  PID         -  HD0798
 HD0798  STATE/COUNTY-  MO/CEDAR
 HD0798  USGS QUAD   -  WAGONER (1956)
 HD0798
 HD0798                         *CURRENT SURVEY CONTROL
 HD0798  ___________________________________________________________________
 HD0798* NAD 83(1986)-  37 43 46.     (N)    093 52 45.     (W)     SCALED    
 HD0798* NAVD 88     -       249.226  (meters)     817.67   (feet)  ADJUSTED  
 HD0798  ___________________________________________________________________
 HD0798  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HD0798  DYNAMIC HT  -         249.039 (meters)     817.06  (feet)  COMP
 HD0798  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 HD0798
 HD0798  VERT ORDER  -  SECOND    CLASS 0
 HD0798
 HD0798.The horizontal coordinates were scaled from a topographic map and have
 HD0798.an estimated accuracy of +/- 6 seconds.
 HD0798
 HD0798.The orthometric height was determined by differential leveling
 HD0798.and adjusted by the National Geodetic Survey in June 1991..
 HD0798
 HD0798.The geoid height was determined by GEOID03.
 HD0798
 HD0798.The dynamic height is computed by dividing the NAVD 88
 HD0798.geopotential number by the normal gravity value computed on the
 HD0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0798.degrees latitude (g = 980.6199 gals.).
 HD0798
 HD0798.The modeled gravity was interpolated from observed gravity values.
 HD0798
 HD0798;                    North         East    Units  Estimated Accuracy
 HD0798;SPC MO W     -   173,600.      904,730.      MT  (+/- 180 meters Scaled)
 HD0798
 HD0798                          SUPERSEDED SURVEY CONTROL
 HD0798
 HD0798  NGVD 29 (??/??/92)  249.116  (m)          817.31   (f) ADJ UNCH    2 0
 HD0798
 HD0798.Superseded values are not recommended for survey control.
 HD0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0798.See file dsdata.txt to determine how the superseded data were derived.
 HD0798
 HD0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB225761(NAD 83)
 HD0798_MARKER: DB = BENCH MARK DISK
 HD0798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0798_SP_SET: BRIDGE
 HD0798_STAMPING: F 169 1940
 HD0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0798
 HD0798  HISTORY     - Date     Condition        Report By
 HD0798  HISTORY     - 1940     MONUMENTED       CGS
 HD0798  HISTORY     - 1963     GOOD             NGS
 HD0798
 HD0798                          STATION DESCRIPTION
 HD0798
 HD0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0798'5.2 MI SE FROM FILLEY.
 HD0798'5.25 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE CHRISTIAN
 HD0798'CHURCH AT FILLEY, OR 5.3 MILES NORTHWEST ALONG STATE HIGHWAY
 HD0798'32 FROM THE COUNTY COURTHOUSE AT STOCKTON, 11 1/2 FEET SOUTHEAST
 HD0798'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 HD0798'CONCRETE WINGWALL AT THE SOUTHWEST END OF A CONCRETE BRIDGE
 HD0798'OVER CEDAR CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0284 ***********************************************************************
 LE0284  DESIGNATION -  F 17
 LE0284  PID         -  LE0284
 LE0284  STATE/COUNTY-  MO/SULLIVAN
 LE0284  USGS QUAD   -  MILAN EAST (1981)
 LE0284
 LE0284                         *CURRENT SURVEY CONTROL
 LE0284  ___________________________________________________________________
 LE0284* NAD 83(1986)-  40 12 04.     (N)    093 06 57.     (W)     SCALED    
 LE0284* NAVD 88     -       254.437  (meters)     834.77   (feet)  ADJUSTED  
 LE0284  ___________________________________________________________________
 LE0284  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LE0284  DYNAMIC HT  -         254.307 (meters)     834.34  (feet)  COMP
 LE0284  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 LE0284
 LE0284  VERT ORDER  -  FIRST     CLASS II
 LE0284
 LE0284.The horizontal coordinates were scaled from a topographic map and have
 LE0284.an estimated accuracy of +/- 6 seconds.
 LE0284
 LE0284.The orthometric height was determined by differential leveling
 LE0284.and adjusted by the National Geodetic Survey in June 1991..
 LE0284
 LE0284.The geoid height was determined by GEOID03.
 LE0284
 LE0284.The dynamic height is computed by dividing the NAVD 88
 LE0284.geopotential number by the normal gravity value computed on the
 LE0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0284.degrees latitude (g = 980.6199 gals.).
 LE0284
 LE0284.The modeled gravity was interpolated from observed gravity values.
 LE0284
 LE0284;                    North         East    Units  Estimated Accuracy
 LE0284;SPC MO C     -   484,960.      447,570.      MT  (+/- 180 meters Scaled)
 LE0284
 LE0284                          SUPERSEDED SURVEY CONTROL
 LE0284
 LE0284  NGVD 29 (??/??/92)  254.426  (m)          834.73   (f) ADJ UNCH    1 2
 LE0284
 LE0284.Superseded values are not recommended for survey control.
 LE0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0284.See file dsdata.txt to determine how the superseded data were derived.
 LE0284
 LE0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE901500(NAD 83)
 LE0284_MARKER: DB = BENCH MARK DISK
 LE0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0284_STAMPING: F 17 1933
 LE0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0284+STABILITY: SURFACE MOTION
 LE0284
 LE0284  HISTORY     - Date     Condition        Report By
 LE0284  HISTORY     - 1933     MONUMENTED       CGS
 LE0284  HISTORY     - 1962     MARK NOT FOUND   USGS
 LE0284  HISTORY     - 1966     MARK NOT FOUND   NGS
 LE0284
 LE0284                          STATION DESCRIPTION
 LE0284
 LE0284'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LE0284'AT MILAN.
 LE0284'AT MILAN, SULLIVAN COUNTY, 80 FEET SOUTH OF THE CHICAGO,
 LE0284'BURLINGTON AND QUINCY RAILROAD STATION, IN A PARK, 35 FEET FROM
 LE0284'THE TRACK, 6 FEET SOUTH OF A FIRE HYDRANT, AND 1 FOOT SOUTH
 LE0284'OF A SIDEWALK.  A STANDARD DISK, STAMPED F 17 1933 AND SET
 LE0284'IN THE TOP OF A CONCRETE POST.
 LE0284
 LE0284                          STATION RECOVERY (1966)
 LE0284
 LE0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LE0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0346 ***********************************************************************
 GE0346  DESIGNATION -  F 171
 GE0346  PID         -  GE0346
 GE0346  STATE/COUNTY-  MO/RIPLEY
 GE0346  USGS QUAD   -  NAYLOR (1979)
 GE0346
 GE0346                         *CURRENT SURVEY CONTROL
 GE0346  ___________________________________________________________________
 GE0346* NAD 83(1986)-  36 34 36.     (N)    090 36 43.     (W)     SCALED    
 GE0346* NAVD 88     -        91.880  (meters)     301.44   (feet)  ADJUSTED  
 GE0346  ___________________________________________________________________
 GE0346  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GE0346  DYNAMIC HT  -          91.806 (meters)     301.20  (feet)  COMP
 GE0346  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 GE0346
 GE0346  VERT ORDER  -  FIRST     CLASS II
 GE0346
 GE0346.The horizontal coordinates were scaled from a topographic map and have
 GE0346.an estimated accuracy of +/- 6 seconds.
 GE0346
 GE0346.The orthometric height was determined by differential leveling
 GE0346.and adjusted by the National Geodetic Survey in June 1991..
 GE0346
 GE0346.The geoid height was determined by GEOID03.
 GE0346
 GE0346.The dynamic height is computed by dividing the NAVD 88
 GE0346.geopotential number by the normal gravity value computed on the
 GE0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0346.degrees latitude (g = 980.6199 gals.).
 GE0346
 GE0346.The modeled gravity was interpolated from observed gravity values.
 GE0346
 GE0346;                    North         East    Units  Estimated Accuracy
 GE0346;SPC MO E     -    82,480.      239,980.      MT  (+/- 180 meters Scaled)
 GE0346
 GE0346                          SUPERSEDED SURVEY CONTROL
 GE0346
 GE0346  NGVD 29 (??/??/92)   91.864  (m)          301.39   (f) ADJ UNCH    1 2
 GE0346
 GE0346.Superseded values are not recommended for survey control.
 GE0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0346.See file dsdata.txt to determine how the superseded data were derived.
 GE0346
 GE0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA136505(NAD 83)
 GE0346_MARKER: DB = BENCH MARK DISK
 GE0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0346_STAMPING: F 171 1956
 GE0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0346+STABILITY: SURFACE MOTION
 GE0346
 GE0346  HISTORY     - Date     Condition        Report By
 GE0346  HISTORY     - 1956     MONUMENTED       CGS
 GE0346  HISTORY     - 20031216 MARK NOT FOUND   USACE
 GE0346
 GE0346                          STATION DESCRIPTION
 GE0346
 GE0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0346'0.4 MI W FROM NAYLOR.
 GE0346'ABOUT 0.35 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0346'STATION AT NAYLOR, ABOUT 0.25 MILE WEST OF CROSSING OF THE ST.
 GE0346'LOUIS-SAN FRANCISCO RAILWAY, 321 FEET WEST OF CENTER OF CROSSING
 GE0346'OF STATE HIGHWAY 142, 18 FEET NORTH OF NORTH RAIL, 114 FEET EAST
 GE0346'OF NORTHEAST CORNER OF RAILROAD TRESTLE NO. 186.6, 125 FEET
 GE0346'WEST-NORTHWEST AND ACROSS TRACK FROM A SWITCH STAND TO A SIDING
 GE0346'LEADING EAST, 7 FEET EAST OF TELEPHONE POLE NO. 186/17 AND ABOUT
 GE0346'IN LINE WITH ROW OF POLES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 GE0346'POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 GE0346'CONCRETE PROJECTING 2 INCHES.
 GE0346
 GE0346                          STATION RECOVERY (2003)
 GE0346
 GE0346'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 GE0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0711 ***********************************************************************
 JC0711  DESIGNATION -  F 173
 JC0711  PID         -  JC0711
 JC0711  STATE/COUNTY-  MO/FRANKLIN
 JC0711  USGS QUAD   -  GERALD (1980)
 JC0711
 JC0711                         *CURRENT SURVEY CONTROL
 JC0711  ___________________________________________________________________
 JC0711* NAD 83(1986)-  38 25 37.     (N)    091 17 10.     (W)     SCALED    
 JC0711* NAVD 88     -       282.787  (meters)     927.78   (feet)  ADJUSTED  
 JC0711  ___________________________________________________________________
 JC0711  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JC0711  DYNAMIC HT  -         282.597 (meters)     927.15  (feet)  COMP
 JC0711  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 JC0711
 JC0711  VERT ORDER  -  SECOND    CLASS 0
 JC0711
 JC0711.The horizontal coordinates were scaled from a topographic map and have
 JC0711.an estimated accuracy of +/- 6 seconds.
 JC0711
 JC0711.The orthometric height was determined by differential leveling
 JC0711.and adjusted by the National Geodetic Survey in June 1991..
 JC0711
 JC0711.The geoid height was determined by GEOID03.
 JC0711
 JC0711.The dynamic height is computed by dividing the NAVD 88
 JC0711.geopotential number by the normal gravity value computed on the
 JC0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0711.degrees latitude (g = 980.6199 gals.).
 JC0711
 JC0711.The modeled gravity was interpolated from observed gravity values.
 JC0711
 JC0711;                    North         East    Units  Estimated Accuracy
 JC0711;SPC MO E     -   288,110.      181,360.      MT  (+/- 180 meters Scaled)
 JC0711
 JC0711                          SUPERSEDED SURVEY CONTROL
 JC0711
 JC0711  NGVD 29 (??/??/92)  282.796  (m)          927.81   (f) ADJ UNCH    2 0
 JC0711
 JC0711.Superseded values are not recommended for survey control.
 JC0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0711.See file dsdata.txt to determine how the superseded data were derived.
 JC0711
 JC0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC496545(NAD 83)
 JC0711_MARKER: DB = BENCH MARK DISK
 JC0711_SETTING: 66 = SET IN ROCK OUTCROP
 JC0711_SP_SET: ROCK OUTCROP
 JC0711_STAMPING: F 173 1940
 JC0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0711+STABILITY: POSITION/ELEVATION WELL
 JC0711
 JC0711  HISTORY     - Date     Condition        Report By
 JC0711  HISTORY     - 1940     MONUMENTED       CGS
 JC0711
 JC0711                          STATION DESCRIPTION
 JC0711
 JC0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JC0711'3.1 MI E FROM GERALD.
 JC0711'3.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JC0711'FROM THE STATION AT GERALD, FRANKLIN COUNTY, 3.6 MILES WEST OF THE
 JC0711'STATION AT LESLIE, 43.3 FEET WEST OF THE NINETEENTH POLE WEST OF
 JC0711'MILEPOST 77, AT A CUT, 54 FEET SOUTH OF THE CENTER LINE OF U.S.
 JC0711'HIGHWAY 50, 27.2 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF A
 JC0711'ROCK OUTCROP, 6 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND
 JC0711'ABOUT 4-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JC0711'F 173 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0139 ***********************************************************************
 HC0139  DESIGNATION -  F 174
 HC0139  PID         -  HC0139
 HC0139  STATE/COUNTY-  MO/WAYNE
 HC0139  USGS QUAD   -  GREENVILLE SW (1966)
 HC0139
 HC0139                         *CURRENT SURVEY CONTROL
 HC0139  ___________________________________________________________________
 HC0139* NAD 83(1986)-  37 02 51.     (N)    090 29 31.     (W)     SCALED    
 HC0139* NAVD 88     -       215.681  (meters)     707.61   (feet)  ADJUSTED  
 HC0139  ___________________________________________________________________
 HC0139  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 HC0139  DYNAMIC HT  -         215.511 (meters)     707.06  (feet)  COMP
 HC0139  MODELED GRAV-     979,836.2   (mgal)                       NAVD 88
 HC0139
 HC0139  VERT ORDER  -  SECOND    CLASS 0
 HC0139
 HC0139.The horizontal coordinates were scaled from a topographic map and have
 HC0139.an estimated accuracy of +/- 6 seconds.
 HC0139
 HC0139.The orthometric height was determined by differential leveling
 HC0139.and adjusted by the National Geodetic Survey in June 1991..
 HC0139
 HC0139.The geoid height was determined by GEOID03.
 HC0139
 HC0139.The dynamic height is computed by dividing the NAVD 88
 HC0139.geopotential number by the normal gravity value computed on the
 HC0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0139.degrees latitude (g = 980.6199 gals.).
 HC0139
 HC0139.The modeled gravity was interpolated from observed gravity values.
 HC0139
 HC0139;                    North         East    Units  Estimated Accuracy
 HC0139;SPC MO E     -   134,720.      250,720.      MT  (+/- 180 meters Scaled)
 HC0139
 HC0139                          SUPERSEDED SURVEY CONTROL
 HC0139
 HC0139  NGVD 29 (??/??/92)  215.727  (m)          707.76   (f) ADJ UNCH    2 0
 HC0139
 HC0139.Superseded values are not recommended for survey control.
 HC0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0139.See file dsdata.txt to determine how the superseded data were derived.
 HC0139
 HC0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB230030(NAD 83)
 HC0139_MARKER: DB = BENCH MARK DISK
 HC0139_SETTING: 66 = SET IN ROCK OUTCROP
 HC0139_SP_SET: BEDROCK
 HC0139_STAMPING: F 174 1945
 HC0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC0139+STABILITY: POSITION/ELEVATION WELL
 HC0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0139+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 HC0139
 HC0139  HISTORY     - Date     Condition        Report By
 HC0139  HISTORY     - 1945     MONUMENTED       CGS
 HC0139  HISTORY     - 1965     MARK NOT FOUND   USGS
 HC0139  HISTORY     - 20020514 MARK NOT FOUND   USACE
 HC0139  HISTORY     - 20051214 GOOD             MODNR
 HC0139
 HC0139                          STATION DESCRIPTION
 HC0139
 HC0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HC0139'6.5 MI S FROM GREENVILLE.
 HC0139'6.5 MILES SOUTH ALONG U.S. HIGHWAY 67 FROM THE COUNTY COURTHOUSE
 HC0139'AT GREENVILLE, WAYNE COUNTY, 5.4 MILES NORTH OF TASKEE STATION,
 HC0139'ABOUT 300 FEET NORTH OF A SERVICE STATION, 54 FEET NORTHEAST
 HC0139'OF THE CENTERLINE OF THE HIGHWAY, 35 FEET WEST OF A LARGE GATE,
 HC0139'4 FEET WEST OF A WHITE WOODEN WITNESS POST, AND IN BEDROCK.  A
 HC0139'STANDARD DISK, STAMPED F 174 1945.
 HC0139
 HC0139                          STATION RECOVERY (1965)
 HC0139
 HC0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HC0139'MARK NOT FOUND.
 HC0139
 HC0139                          STATION RECOVERY (2002)
 HC0139
 HC0139'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HC0139'MARK NOT FOUND.
 HC0139
 HC0139                          STATION RECOVERY (2005)
 HC0139
 HC0139'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (MJC)
 HC0139'TO REACH THE MARK FROM THE INTERSECTION OF US HIGHWAY 67 AND MO ROUTE
 HC0139'A, GO SOUTHERLY ON HIGHWAY 67 FOR 1.3 MILES TO JUNCTION WITH COUNTY
 HC0139'ROAD 403 ON RIGHT. FOLLOW ROAD 403 SOUTHWESTERLY FOR 1.0 MILE TO THE
 HC0139'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0435 ***********************************************************************
 JE0435  DESIGNATION -  F 175
 JE0435  PID         -  JE0435
 JE0435  STATE/COUNTY-  MO/BATES
 JE0435  USGS QUAD   -  PAPINVILLE (1991)
 JE0435
 JE0435                         *CURRENT SURVEY CONTROL
 JE0435  ___________________________________________________________________
 JE0435* NAD 83(1986)-  38 04 38.     (N)    094 09 17.     (W)     SCALED    
 JE0435* NAVD 88     -       222.867  (meters)     731.19   (feet)  ADJUSTED  
 JE0435  ___________________________________________________________________
 JE0435  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE0435  DYNAMIC HT  -         222.703 (meters)     730.65  (feet)  COMP
 JE0435  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 JE0435
 JE0435  VERT ORDER  -  SECOND    CLASS 0
 JE0435
 JE0435.The horizontal coordinates were scaled from a topographic map and have
 JE0435.an estimated accuracy of +/- 6 seconds.
 JE0435
 JE0435.The orthometric height was determined by differential leveling
 JE0435.and adjusted by the National Geodetic Survey in June 1991..
 JE0435
 JE0435.The geoid height was determined by GEOID03.
 JE0435
 JE0435.The dynamic height is computed by dividing the NAVD 88
 JE0435.geopotential number by the normal gravity value computed on the
 JE0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0435.degrees latitude (g = 980.6199 gals.).
 JE0435
 JE0435.The modeled gravity was interpolated from observed gravity values.
 JE0435
 JE0435;                    North         East    Units  Estimated Accuracy
 JE0435;SPC MO W     -   212,080.      880,290.      MT  (+/- 180 meters Scaled)
 JE0435
 JE0435                          SUPERSEDED SURVEY CONTROL
 JE0435
 JE0435  NGVD 29 (??/??/92)  222.760  (m)          730.84   (f) ADJ UNCH    2 0
 JE0435
 JE0435.Superseded values are not recommended for survey control.
 JE0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0435.See file dsdata.txt to determine how the superseded data were derived.
 JE0435
 JE0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC987150(NAD 83)
 JE0435_MARKER: DB = BENCH MARK DISK
 JE0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0435_SP_SET: BRIDGE ABUTMENT
 JE0435_STAMPING: F 175 1945
 JE0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0435
 JE0435  HISTORY     - Date     Condition        Report By
 JE0435  HISTORY     - 1945     MONUMENTED       CGS
 JE0435  HISTORY     - 1963     GOOD             NGS
 JE0435
 JE0435                          STATION DESCRIPTION
 JE0435
 JE0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0435'1.2 MI E FROM PRAIRIE CITY.
 JE0435'ABOUT 0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE
 JE0435'EVANGELICAL CHURCH AT PRAIRIE CITY, THENCE 1.15 MILES EAST
 JE0435'ALONG A GRAVELED ROAD, IN SECTION 7, R 29 W, T 38 N, 8 FEET
 JE0435'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET BELOW THE
 JE0435'LEVEL OF THE ROAD, AND SET IN THE TOP OF THE NORTH END OF THE
 JE0435'EAST ABUTMENT OF A BRIDGE OVER SHAW BRANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0877 ***********************************************************************
 HD0877  DESIGNATION -  F 176
 HD0877  PID         -  HD0877
 HD0877  STATE/COUNTY-  MO/ST CLAIR
 HD0877  USGS QUAD   -  ROSCOE (1991)
 HD0877
 HD0877                         *CURRENT SURVEY CONTROL
 HD0877  ___________________________________________________________________
 HD0877* NAD 83(1986)-  37 57 09.     (N)    093 51 42.     (W)     SCALED    
 HD0877* NAVD 88     -       239.518  (meters)     785.82   (feet)  ADJUSTED  
 HD0877  ___________________________________________________________________
 HD0877  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HD0877  DYNAMIC HT  -         239.341 (meters)     785.24  (feet)  COMP
 HD0877  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 HD0877
 HD0877  VERT ORDER  -  SECOND    CLASS 0
 HD0877
 HD0877.The horizontal coordinates were scaled from a topographic map and have
 HD0877.an estimated accuracy of +/- 6 seconds.
 HD0877
 HD0877.The orthometric height was determined by differential leveling
 HD0877.and adjusted by the National Geodetic Survey in June 1991..
 HD0877
 HD0877.The geoid height was determined by GEOID03.
 HD0877
 HD0877.The dynamic height is computed by dividing the NAVD 88
 HD0877.geopotential number by the normal gravity value computed on the
 HD0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0877.degrees latitude (g = 980.6199 gals.).
 HD0877
 HD0877.The modeled gravity was interpolated from observed gravity values.
 HD0877
 HD0877;                    North         East    Units  Estimated Accuracy
 HD0877;SPC MO W     -   198,370.      906,100.      MT  (+/- 180 meters Scaled)
 HD0877
 HD0877                          SUPERSEDED SURVEY CONTROL
 HD0877
 HD0877  NGVD 29 (??/??/92)  239.405  (m)          785.45   (f) ADJ UNCH    2 0
 HD0877
 HD0877.Superseded values are not recommended for survey control.
 HD0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0877.See file dsdata.txt to determine how the superseded data were derived.
 HD0877
 HD0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC242008(NAD 83)
 HD0877_MARKER: DB = BENCH MARK DISK
 HD0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0877_SP_SET: CULVERT
 HD0877_STAMPING: F 176 1945
 HD0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0877
 HD0877  HISTORY     - Date     Condition        Report By
 HD0877  HISTORY     - 1945     MONUMENTED       CGS
 HD0877  HISTORY     - 1962     GOOD             NGS
 HD0877
 HD0877                          STATION DESCRIPTION
 HD0877
 HD0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0877'3.4 MI SW FROM ROSCOE.
 HD0877'3.45 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION
 HD0877'OF STATE HIGHWAY 82 AND COUNTY ROAD E AT ROSCOE, OR ABOUT 4.3
 HD0877'MILES EAST ALONG STATE HIGHWAY 82 FROM THE ABANDONED POST OFFICE
 HD0877'AT THE JUNCTION OF STATE HIGHWAY 82 AND COUNTY ROAD O AT TIFFIN,
 HD0877'IN SECTION, 26, T 37 N, R 27 W, 93 YARDS WEST OF THE CENTER
 HD0877'OF AN INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD, 0.05
 HD0877'MILE WEST OF A FARMHOUSE, 16 FEET NORTH OF THE CENTER LINE
 HD0877'OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTH
 HD0877'CONCRETE HEADWALL OF A CONCRETE CULVERT, 26 FEET SOUTH OF A
 HD0877'FENCE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0888 ***********************************************************************
 HD0888  DESIGNATION -  F 177
 HD0888  PID         -  HD0888
 HD0888  STATE/COUNTY-  MO/ST CLAIR
 HD0888  USGS QUAD   -  TIFFIN (1991)
 HD0888
 HD0888                         *CURRENT SURVEY CONTROL
 HD0888  ___________________________________________________________________
 HD0888* NAD 83(1986)-  37 58 12.     (N)    093 56 47.     (W)     SCALED    
 HD0888* NAVD 88     -       238.027  (meters)     780.93   (feet)  ADJUSTED  
 HD0888  ___________________________________________________________________
 HD0888  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HD0888  DYNAMIC HT  -         237.851 (meters)     780.35  (feet)  COMP
 HD0888  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 HD0888
 HD0888  VERT ORDER  -  SECOND    CLASS 0
 HD0888
 HD0888.The horizontal coordinates were scaled from a topographic map and have
 HD0888.an estimated accuracy of +/- 6 seconds.
 HD0888
 HD0888.The orthometric height was determined by differential leveling
 HD0888.and adjusted by the National Geodetic Survey in June 1991..
 HD0888
 HD0888.The geoid height was determined by GEOID03.
 HD0888
 HD0888.The dynamic height is computed by dividing the NAVD 88
 HD0888.geopotential number by the normal gravity value computed on the
 HD0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0888.degrees latitude (g = 980.6199 gals.).
 HD0888
 HD0888.The modeled gravity was interpolated from observed gravity values.
 HD0888
 HD0888;                    North         East    Units  Estimated Accuracy
 HD0888;SPC MO W     -   200,270.      898,640.      MT  (+/- 180 meters Scaled)
 HD0888
 HD0888                          SUPERSEDED SURVEY CONTROL
 HD0888
 HD0888  NGVD 29 (??/??/92)  237.917  (m)          780.57   (f) ADJ UNCH    2 0
 HD0888
 HD0888.Superseded values are not recommended for survey control.
 HD0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0888.See file dsdata.txt to determine how the superseded data were derived.
 HD0888
 HD0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC168029(NAD 83)
 HD0888_MARKER: DB = BENCH MARK DISK
 HD0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0888_STAMPING: F 177 1945
 HD0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0888+STABILITY: SURFACE MOTION
 HD0888
 HD0888  HISTORY     - Date     Condition        Report By
 HD0888  HISTORY     - 1945     MONUMENTED       CGS
 HD0888  HISTORY     - 1962     GOOD             NGS
 HD0888
 HD0888                          STATION DESCRIPTION
 HD0888
 HD0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0888'1.5 MI NW FROM TIFFIN.
 HD0888'1.0 MILE NORTHWEST ALONG COUNTY ROAD O FROM THE JUNCTION OF
 HD0888'STATE HIGHWAY 82 AND COUNTY ROAD O AT TIFFIN, THENCE 0.5 MILE
 HD0888'NORTH ALONG A DIRT ROAD, IN SECTION 18, T 37 N, R 27 W, 115
 HD0888'FEET SOUTHEAST OF A FARMHOUSE, 47 FEET NORTHEAST OF THE CENTER
 HD0888'OF A DIRT ROAD INTERSECTION, 16 FEET NORTH OF THE CENTER LINE
 HD0888'OF THE EAST-WEST DIRT ROAD, 38 FEET NORTH-NORTHEAST OF A
 HD0888'POWER POLE, 13 FEET EAST OF A FENCE CORNER, 6 INCHES SOUTH OF A
 HD0888'FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST, AND SET IN
 HD0888'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0618 ***********************************************************************
 HD0618  DESIGNATION -  F 178
 HD0618  PID         -  HD0618
 HD0618  STATE/COUNTY-  MO/POLK
 HD0618  USGS QUAD   -  POLK (1950)
 HD0618
 HD0618                         *CURRENT SURVEY CONTROL
 HD0618  ___________________________________________________________________
 HD0618* NAD 83(1986)-  37 40 55.     (N)    093 22 14.     (W)     SCALED    
 HD0618* NAVD 88     -       275.603  (meters)     904.21   (feet)  ADJUSTED  
 HD0618  ___________________________________________________________________
 HD0618  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HD0618  DYNAMIC HT  -         275.395 (meters)     903.53  (feet)  COMP
 HD0618  MODELED GRAV-     979,866.1   (mgal)                       NAVD 88
 HD0618
 HD0618  VERT ORDER  -  SECOND    CLASS 0
 HD0618
 HD0618.The horizontal coordinates were scaled from a topographic map and have
 HD0618.an estimated accuracy of +/- 6 seconds.
 HD0618
 HD0618.The orthometric height was determined by differential leveling
 HD0618.and adjusted by the National Geodetic Survey in June 1991..
 HD0618
 HD0618.The geoid height was determined by GEOID03.
 HD0618
 HD0618.The dynamic height is computed by dividing the NAVD 88
 HD0618.geopotential number by the normal gravity value computed on the
 HD0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0618.degrees latitude (g = 980.6199 gals.).
 HD0618
 HD0618.The modeled gravity was interpolated from observed gravity values.
 HD0618
 HD0618;                    North         East    Units  Estimated Accuracy
 HD0618;SPC MO C     -   205,490.      423,210.      MT  (+/- 180 meters Scaled)
 HD0618
 HD0618                          SUPERSEDED SURVEY CONTROL
 HD0618
 HD0618  NGVD 29 (??/??/92)  275.492  (m)          903.84   (f) ADJ UNCH    2 0
 HD0618
 HD0618.Superseded values are not recommended for survey control.
 HD0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0618.See file dsdata.txt to determine how the superseded data were derived.
 HD0618
 HD0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB673705(NAD 83)
 HD0618_MARKER: DB = BENCH MARK DISK
 HD0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0618_SP_SET: ABUTMENT
 HD0618_STAMPING: F 178 1945
 HD0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0618
 HD0618  HISTORY     - Date     Condition        Report By
 HD0618  HISTORY     - 1945     MONUMENTED       CGS
 HD0618  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 HD0618
 HD0618                          STATION DESCRIPTION
 HD0618
 HD0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0618'5.9 MI N FROM BOLIVAR.
 HD0618'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR POLK
 HD0618'COUNTY, ALONG STATE HIGHWAY 64, THENCE 5.2 MILES NORTH ALONG
 HD0618'COUNTY HIGHWAY D, TO SITE OF MARK ON TOP OF THE CENTER OF THE
 HD0618'WEST END OF THE NORTH ABUTMENT OF THE POMME DE TERRE RIVER BRIDGE,
 HD0618'10.0 FEET WEST AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
 HD0618'A BRONZE DISK, STAMPED F 178 1945 AND SET IN A DRILL HOLE IN
 HD0618'CONCRETE.
 HD0618
 HD0618                          STATION RECOVERY (2004)
 HD0618
 HD0618'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 HD0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0586 ***********************************************************************
 HD0586  DESIGNATION -  F 179
 HD0586  PID         -  HD0586
 HD0586  STATE/COUNTY-  MO/HICKORY
 HD0586  USGS QUAD   -  HERMITAGE (1982)
 HD0586
 HD0586                         *CURRENT SURVEY CONTROL
 HD0586  ___________________________________________________________________
 HD0586* NAD 83(1986)-  37 54 29.     (N)    093 21 13.     (W)     SCALED    
 HD0586* NAVD 88     -       290.425  (meters)     952.84   (feet)  ADJUSTED  
 HD0586  ___________________________________________________________________
 HD0586  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HD0586  DYNAMIC HT  -         290.211 (meters)     952.13  (feet)  COMP
 HD0586  MODELED GRAV-     979,883.0   (mgal)                       NAVD 88
 HD0586
 HD0586  VERT ORDER  -  SECOND    CLASS 0
 HD0586
 HD0586.The horizontal coordinates were scaled from a topographic map and have
 HD0586.an estimated accuracy of +/- 6 seconds.
 HD0586
 HD0586.The orthometric height was determined by differential leveling
 HD0586.and adjusted by the National Geodetic Survey in June 1991..
 HD0586
 HD0586.The geoid height was determined by GEOID03.
 HD0586
 HD0586.The dynamic height is computed by dividing the NAVD 88
 HD0586.geopotential number by the normal gravity value computed on the
 HD0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0586.degrees latitude (g = 980.6199 gals.).
 HD0586
 HD0586.The modeled gravity was interpolated from observed gravity values.
 HD0586
 HD0586;                    North         East    Units  Estimated Accuracy
 HD0586;SPC MO C     -   230,570.      424,940.      MT  (+/- 180 meters Scaled)
 HD0586
 HD0586                          SUPERSEDED SURVEY CONTROL
 HD0586
 HD0586  NGVD 29 (??/??/92)  290.314  (m)          952.47   (f) ADJ UNCH    2 0
 HD0586
 HD0586.Superseded values are not recommended for survey control.
 HD0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0586.See file dsdata.txt to determine how the superseded data were derived.
 HD0586
 HD0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB689956(NAD 83)
 HD0586_MARKER: DB = BENCH MARK DISK
 HD0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0586_STAMPING: F 179 1945
 HD0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0586+STABILITY: SURFACE MOTION
 HD0586
 HD0586  HISTORY     - Date     Condition        Report By
 HD0586  HISTORY     - 1945     MONUMENTED       CGS
 HD0586
 HD0586                          STATION DESCRIPTION
 HD0586
 HD0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0586'4.1 MI S FROM HERMITAGE.
 HD0586'0.6 MILE SOUTH FROM THE COURT HOUSE AT HERMITAGE, HICKORY
 HD0586'COUNTY, ALONG COUNTY HIGHWAY K, THENCE 3.5 MILES SOUTHWESTERLY
 HD0586'ALONG A GRAVELED ROAD TO SITE OF MARK, 100 YARDS NORTHEAST OF A
 HD0586'CURVE IN THE ROAD, 18.0 FEET NORTHWEST AND 1.0 FOOT HIGHER THAN
 HD0586'THE CENTERLINE OF THE ROAD, 1.0 FOOT WEST OF A FENCE AND
 HD0586'1.0 FOOT SOUTHWEST OF A 4-BY-4 INCH MARKER POST.  A BRONZE DISK,
 HD0586'STAMPED F 179 1945 SET IN THE TOP OF A CONCRETE POST PROJECTING
 HD0586'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0333 ***********************************************************************
 LE0333  DESIGNATION -  F 18
 LE0333  PID         -  LE0333
 LE0333  STATE/COUNTY-  MO/HARRISON
 LE0333  USGS QUAD   -  GILMAN CITY EAST (1984)
 LE0333
 LE0333                         *CURRENT SURVEY CONTROL
 LE0333  ___________________________________________________________________
 LE0333* NAD 83(1986)-  40 08 19.     (N)    093 47 16.     (W)     SCALED    
 LE0333* NAVD 88     -       240.774  (meters)     789.94   (feet)  ADJUSTED  
 LE0333  ___________________________________________________________________
 LE0333  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LE0333  DYNAMIC HT  -         240.643 (meters)     789.51  (feet)  COMP
 LE0333  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 LE0333
 LE0333  VERT ORDER  -  FIRST     CLASS II
 LE0333
 LE0333.The horizontal coordinates were scaled from a topographic map and have
 LE0333.an estimated accuracy of +/- 6 seconds.
 LE0333
 LE0333.The orthometric height was determined by differential leveling
 LE0333.and adjusted by the National Geodetic Survey in June 1991..
 LE0333
 LE0333.The geoid height was determined by GEOID03.
 LE0333
 LE0333.The dynamic height is computed by dividing the NAVD 88
 LE0333.geopotential number by the normal gravity value computed on the
 LE0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0333.degrees latitude (g = 980.6199 gals.).
 LE0333
 LE0333.The modeled gravity was interpolated from observed gravity values.
 LE0333
 LE0333;                    North         East    Units  Estimated Accuracy
 LE0333;SPC MO W     -   441,100.      910,690.      MT  (+/- 180 meters Scaled)
 LE0333
 LE0333                          SUPERSEDED SURVEY CONTROL
 LE0333
 LE0333  NGVD 29 (??/??/92)  240.728  (m)          789.79   (f) ADJ UNCH    1 2
 LE0333
 LE0333.Superseded values are not recommended for survey control.
 LE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0333.See file dsdata.txt to determine how the superseded data were derived.
 LE0333
 LE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE328434(NAD 83)
 LE0333_MARKER: DB = BENCH MARK DISK
 LE0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0333_STAMPING: F 18 1933
 LE0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0333+STABILITY: SURFACE MOTION
 LE0333
 LE0333  HISTORY     - Date     Condition        Report By
 LE0333  HISTORY     - 1933     MONUMENTED       CGS
 LE0333  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0333
 LE0333                          STATION DESCRIPTION
 LE0333
 LE0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LE0333'AT MELBOURNE.
 LE0333'AT MELBOURNE, HARRISON COUNTY, ON THE ABANDONED QUINCY, OMAHA
 LE0333'AND KANSAS CITY RAILROAD, 200 FEET WEST OF MILEPOST 147, 200
 LE0333'FEET WEST OF A CROSS ROAD, 150 FEET NORTH OF THE TRACK BEHIND
 LE0333'THE STATION, 10 FEET WEST OF A FENCE CORNER, AND 1 FOOT SOUTH OF
 LE0333'A FENCE.  A STANDARD DISK, STAMPED F 18 1933 AND SET IN THE TOP OF
 LE0333'A CONCRETE POST.
 LE0333
 LE0333                          STATION RECOVERY (1967)
 LE0333
 LE0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1331 ***********************************************************************
 JD1331  DESIGNATION -  F 180
 JD1331  PID         -  JD1331
 JD1331  STATE/COUNTY-  MO/BENTON
 JD1331  USGS QUAD   -  WARSAW EAST (1982)
 JD1331
 JD1331                         *CURRENT SURVEY CONTROL
 JD1331  ___________________________________________________________________
 JD1331* NAD 83(1986)-  38 07 55.     (N)    093 21 49.     (W)     SCALED    
 JD1331* NAVD 88     -       206.846  (meters)     678.63   (feet)  ADJUSTED  
 JD1331  ___________________________________________________________________
 JD1331  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JD1331  DYNAMIC HT  -         206.697 (meters)     678.14  (feet)  COMP
 JD1331  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 JD1331
 JD1331  VERT ORDER  -  SECOND    CLASS 0
 JD1331
 JD1331.The horizontal coordinates were scaled from a topographic map and have
 JD1331.an estimated accuracy of +/- 6 seconds.
 JD1331
 JD1331.The orthometric height was determined by differential leveling
 JD1331.and adjusted by the National Geodetic Survey in June 1991..
 JD1331
 JD1331.The geoid height was determined by GEOID03.
 JD1331
 JD1331.The dynamic height is computed by dividing the NAVD 88
 JD1331.geopotential number by the normal gravity value computed on the
 JD1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1331.degrees latitude (g = 980.6199 gals.).
 JD1331
 JD1331.The modeled gravity was interpolated from observed gravity values.
 JD1331
 JD1331;                    North         East    Units  Estimated Accuracy
 JD1331;SPC MO C     -   255,430.      424,290.      MT  (+/- 180 meters Scaled)
 JD1331
 JD1331                          SUPERSEDED SURVEY CONTROL
 JD1331
 JD1331  NGVD 29 (??/??/92)  206.729  (m)          678.24   (f) ADJ UNCH    2 0
 JD1331
 JD1331.Superseded values are not recommended for survey control.
 JD1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1331.See file dsdata.txt to determine how the superseded data were derived.
 JD1331
 JD1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC681205(NAD 83)
 JD1331_MARKER: DB = BENCH MARK DISK
 JD1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1331_STAMPING: F 180 1945
 JD1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1331+STABILITY: SURFACE MOTION
 JD1331
 JD1331  HISTORY     - Date     Condition        Report By
 JD1331  HISTORY     - 1945     MONUMENTED       CGS
 JD1331
 JD1331                          STATION DESCRIPTION
 JD1331
 JD1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JD1331'10.7 MI S FROM WARSAW.
 JD1331'TO REACH FROM THE COURT HOUSE AT WARSAW, GO 0.2 MILE NORTHEAST
 JD1331'ALONG STATE HIGHWAY 35, 1 MILE EAST ALONG A GRAVELED ROAD,
 JD1331'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 65, 5 MILES SOUTHWEST
 JD1331'ALONG STATE HIGHWAY 83, 2.8 MILES SOUTHEAST ALONG THE AVERY
 JD1331'ROAD TO THE SITE OF THE MARK, ON THE TOP OF THE NORTH END OF THE
 JD1331'WEST CONCRETE RAILING OF A BRIDGE ACROSS WHIG CREEK, 9 FEET
 JD1331'WEST AND 2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD.  A
 JD1331'IRON DISK, STAMPED F 180 1945 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0913 ***********************************************************************
 HD0913  DESIGNATION -  F 181
 HD0913  PID         -  HD0913
 HD0913  STATE/COUNTY-  MO/ST CLAIR
 HD0913  USGS QUAD   -  WEAUBLEAU (1991)
 HD0913
 HD0913                         *CURRENT SURVEY CONTROL
 HD0913  ___________________________________________________________________
 HD0913* NAD 83(1986)-  37 56 35.     (N)    093 35 58.     (W)     SCALED    
 HD0913* NAVD 88     -       264.094  (meters)     866.45   (feet)  ADJUSTED  
 HD0913  ___________________________________________________________________
 HD0913  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HD0913  DYNAMIC HT  -         263.899 (meters)     865.81  (feet)  COMP
 HD0913  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 HD0913
 HD0913  VERT ORDER  -  SECOND    CLASS 0
 HD0913
 HD0913.The horizontal coordinates were scaled from a topographic map and have
 HD0913.an estimated accuracy of +/- 6 seconds.
 HD0913
 HD0913.The orthometric height was determined by differential leveling
 HD0913.and adjusted by the National Geodetic Survey in June 1991..
 HD0913
 HD0913.The geoid height was determined by GEOID03.
 HD0913
 HD0913.The dynamic height is computed by dividing the NAVD 88
 HD0913.geopotential number by the normal gravity value computed on the
 HD0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0913.degrees latitude (g = 980.6199 gals.).
 HD0913
 HD0913.The modeled gravity was interpolated from observed gravity values.
 HD0913
 HD0913;                    North         East    Units  Estimated Accuracy
 HD0913;SPC MO W     -   197,510.      929,160.      MT  (+/- 180 meters Scaled)
 HD0913
 HD0913                          SUPERSEDED SURVEY CONTROL
 HD0913
 HD0913  NGVD 29 (??/??/92)  263.986  (m)          866.09   (f) ADJ UNCH    2 0
 HD0913
 HD0913.Superseded values are not recommended for survey control.
 HD0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0913.See file dsdata.txt to determine how the superseded data were derived.
 HD0913
 HD0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB473996(NAD 83)
 HD0913_MARKER: DB = BENCH MARK DISK
 HD0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0913_STAMPING: F 181 1945
 HD0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0913+STABILITY: SURFACE MOTION
 HD0913
 HD0913  HISTORY     - Date     Condition        Report By
 HD0913  HISTORY     - 1945     MONUMENTED       CGS
 HD0913
 HD0913                          STATION DESCRIPTION
 HD0913
 HD0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0913'2 MI SW FROM GERSTER.
 HD0913'2.0 MILES SOUTHWEST FROM THE BAPTIST CHURCH AT GERSTER, ST. CLAIR
 HD0913'COUNTY, BENCH MARK IS AT A L TURN IN THE ROAD, 23.5 FEET WEST OF
 HD0913'AND 4.0 FEET LOWER THAN THE CENTERLINE OF THE ROAD LEADING
 HD0913'NORTH, IN LINE WITH THE EXTENDED CENTERLINE OF THE ROAD LEADING
 HD0913'EAST, 32.3 FEET EAST OF A 24 INCH OAK TREE, 10.0 FEET NORTH
 HD0913'OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH
 HD0913'OF A 4 X 4 MARKER POST.  AN IRON DISK, STAMPED F 181 1945 AND
 HD0913'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 HD0913'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0188 ***********************************************************************
 JE0188  DESIGNATION -  F 182
 JE0188  PID         -  JE0188
 JE0188  STATE/COUNTY-  MO/CASS
 JE0188  USGS QUAD   -  GARDEN CITY (1954)
 JE0188
 JE0188                         *CURRENT SURVEY CONTROL
 JE0188  ___________________________________________________________________
 JE0188* NAD 83(1986)-  38 31 37.     (N)    094 11 42.     (W)     SCALED    
 JE0188* NAVD 88     -       277.377  (meters)     910.03   (feet)  ADJUSTED  
 JE0188  ___________________________________________________________________
 JE0188  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JE0188  DYNAMIC HT  -         277.186 (meters)     909.40  (feet)  COMP
 JE0188  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 JE0188
 JE0188  VERT ORDER  -  SECOND    CLASS 0
 JE0188
 JE0188.The horizontal coordinates were scaled from a topographic map and have
 JE0188.an estimated accuracy of +/- 6 seconds.
 JE0188
 JE0188.The orthometric height was determined by differential leveling
 JE0188.and adjusted by the National Geodetic Survey in June 1991..
 JE0188
 JE0188.The geoid height was determined by GEOID03.
 JE0188
 JE0188.The dynamic height is computed by dividing the NAVD 88
 JE0188.geopotential number by the normal gravity value computed on the
 JE0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0188.degrees latitude (g = 980.6199 gals.).
 JE0188
 JE0188.The modeled gravity was interpolated from observed gravity values.
 JE0188
 JE0188;                    North         East    Units  Estimated Accuracy
 JE0188;SPC MO W     -   261,980.      876,600.      MT  (+/- 180 meters Scaled)
 JE0188
 JE0188                          SUPERSEDED SURVEY CONTROL
 JE0188
 JE0188  NGVD 29 (??/??/92)  277.245  (m)          909.59   (f) ADJ UNCH    2 0
 JE0188
 JE0188.Superseded values are not recommended for survey control.
 JE0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0188.See file dsdata.txt to determine how the superseded data were derived.
 JE0188
 JE0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC958649(NAD 83)
 JE0188_MARKER: DB = BENCH MARK DISK
 JE0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0188_STAMPING: F 182 1945
 JE0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0188+STABILITY: SURFACE MOTION
 JE0188
 JE0188  HISTORY     - Date     Condition        Report By
 JE0188  HISTORY     - 1945     MONUMENTED       CGS
 JE0188  HISTORY     - 1963     GOOD             NGS
 JE0188
 JE0188                          STATION DESCRIPTION
 JE0188
 JE0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0188'3 MI N FROM DAYTON.
 JE0188'ABOUT 2.95 MILES NORTH ALONG STATE ROAD F FROM THE COMMUNITY
 JE0188'CHURCH AT DAYTON, OR 2.65 MILES SOUTH ALONG STATE ROAD F FROM
 JE0188'THE SCHOOL AT GARDEN CITY, 44 FEET WEST OF THE CENTER LINE OF
 JE0188'THE ROAD, 54 FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION,
 JE0188'29 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 JE0188'WEST, 77 FEET SOUTH OF A 14-INCH ELM TREE, 11 1/2 FEET WEST
 JE0188'OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE, 1.0 FOOT NORTHEAST
 JE0188'OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JE0188'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0093 ***********************************************************************
 JE0093  DESIGNATION -  F 183
 JE0093  PID         -  JE0093
 JE0093  STATE/COUNTY-  MO/CASS
 JE0093  USGS QUAD   -  STRASBURG (1990)
 JE0093
 JE0093                         *CURRENT SURVEY CONTROL
 JE0093  ___________________________________________________________________
 JE0093* NAD 83(1986)-  38 45 34.     (N)    094 09 29.     (W)     SCALED    
 JE0093* NAVD 88     -       257.142  (meters)     843.64   (feet)  ADJUSTED  
 JE0093  ___________________________________________________________________
 JE0093  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JE0093  DYNAMIC HT  -         256.968 (meters)     843.07  (feet)  COMP
 JE0093  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 JE0093
 JE0093  VERT ORDER  -  FIRST     CLASS II
 JE0093
 JE0093.The horizontal coordinates were scaled from a topographic map and have
 JE0093.an estimated accuracy of +/- 6 seconds.
 JE0093
 JE0093.The orthometric height was determined by differential leveling
 JE0093.and adjusted by the National Geodetic Survey in June 1991..
 JE0093
 JE0093.The geoid height was determined by GEOID03.
 JE0093
 JE0093.The dynamic height is computed by dividing the NAVD 88
 JE0093.geopotential number by the normal gravity value computed on the
 JE0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0093.degrees latitude (g = 980.6199 gals.).
 JE0093
 JE0093.The modeled gravity was interpolated from observed gravity values.
 JE0093
 JE0093;                    North         East    Units  Estimated Accuracy
 JE0093;SPC MO W     -   287,800.      879,720.      MT  (+/- 180 meters Scaled)
 JE0093
 JE0093                          SUPERSEDED SURVEY CONTROL
 JE0093
 JE0093  NGVD 29 (??/??/92)  257.042  (m)          843.31   (f) ADJ UNCH    1 2
 JE0093
 JE0093.Superseded values are not recommended for survey control.
 JE0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0093.See file dsdata.txt to determine how the superseded data were derived.
 JE0093
 JE0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC993907(NAD 83)
 JE0093_MARKER: DB = BENCH MARK DISK
 JE0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0093_SP_SET: CULVERT
 JE0093_STAMPING: F 183 1945
 JE0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0093
 JE0093  HISTORY     - Date     Condition        Report By
 JE0093  HISTORY     - 1945     MONUMENTED       CGS
 JE0093  HISTORY     - 1963     GOOD             NGS
 JE0093  HISTORY     - 1981     GOOD             NGS
 JE0093  HISTORY     - 20060505 POOR             INDIV
 JE0093
 JE0093                          STATION DESCRIPTION
 JE0093
 JE0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0093'6.8 MI E FROM PLEASANT HILL.
 JE0093'ABOUT 6.75 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0093'FROM THE STATION AT PLEASANT HILL, 6.5 FEET SOUTH OF THE SOUTH
 JE0093'RAIL, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 JE0093'ABUTMENT OF A CONCRETE CULVERT, AND ABOUT LEVEL WITH THE TRACK.
 JE0093
 JE0093                          STATION RECOVERY (1981)
 JE0093
 JE0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0093'THE MARK IS IN THE ABUTMENT OF BRIDGE NUMBER 2426, NOT A CONCRETE
 JE0093'CULVERT.
 JE0093
 JE0093                          STATION RECOVERY (2006)
 JE0093
 JE0093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0093'THE DISC HAS BEEN REMOVED FROM THIS ABUTMENT.  A HOLE FROM THE DISC
 JE0093'STEM AND A ROUND INDENTATION FROM WHERE THE DISC WAS MOUNTED IS ALL
 JE0093'THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1808 ***********************************************************************
 JD1808  DESIGNATION -  F 184
 JD1808  PID         -  JD1808
 JD1808  STATE/COUNTY-  MO/JOHNSON
 JD1808  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD1808
 JD1808                         *CURRENT SURVEY CONTROL
 JD1808  ___________________________________________________________________
 JD1808* NAD 83(1986)-  38 45 36.     (N)    093 45 11.     (W)     SCALED    
 JD1808* NAVD 88     -       238.779  (meters)     783.39   (feet)  ADJUSTED  
 JD1808  ___________________________________________________________________
 JD1808  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1808  DYNAMIC HT  -         238.617 (meters)     782.86  (feet)  COMP
 JD1808  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 JD1808
 JD1808  VERT ORDER  -  FIRST     CLASS II
 JD1808
 JD1808.The horizontal coordinates were scaled from a topographic map and have
 JD1808.an estimated accuracy of +/- 6 seconds.
 JD1808
 JD1808.The orthometric height was determined by differential leveling
 JD1808.and adjusted by the National Geodetic Survey in June 1991..
 JD1808
 JD1808.The geoid height was determined by GEOID03.
 JD1808
 JD1808.The dynamic height is computed by dividing the NAVD 88
 JD1808.geopotential number by the normal gravity value computed on the
 JD1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1808.degrees latitude (g = 980.6199 gals.).
 JD1808
 JD1808.The modeled gravity was interpolated from observed gravity values.
 JD1808
 JD1808;                    North         East    Units  Estimated Accuracy
 JD1808;SPC MO W     -   288,070.      914,920.      MT  (+/- 180 meters Scaled)
 JD1808
 JD1808                          SUPERSEDED SURVEY CONTROL
 JD1808
 JD1808  NGVD 29 (??/??/92)  238.682  (m)          783.08   (f) ADJ UNCH    1 2
 JD1808
 JD1808.Superseded values are not recommended for survey control.
 JD1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1808.See file dsdata.txt to determine how the superseded data were derived.
 JD1808
 JD1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC345904(NAD 83)
 JD1808_MARKER: DB = BENCH MARK DISK
 JD1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1808_STAMPING: F 184 1945
 JD1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1808+STABILITY: SURFACE MOTION
 JD1808
 JD1808  HISTORY     - Date     Condition        Report By
 JD1808  HISTORY     - 1945     MONUMENTED       CGS
 JD1808  HISTORY     - 1963     GOOD             NGS
 JD1808
 JD1808                          STATION DESCRIPTION
 JD1808
 JD1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1808'0.6 MI W FROM WARRENSBURG.
 JD1808'ABOUT 0.6 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1808'STATION AT WARRENSBURG, 4 1/2 POLES WEST OF MILEPOLE 219, 31.5
 JD1808'FEET SOUTH OF THE SOUTH RAIL, 132 FEET WEST OF A FENCE CORNER,
 JD1808'105 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, 1.0 FOOT EAST
 JD1808'OF A WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND
 JD1808'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0695 ***********************************************************************
 JD0695  DESIGNATION -  F 185
 JD0695  PID         -  JD0695
 JD0695  STATE/COUNTY-  MO/PETTIS
 JD0695  USGS QUAD   -  LA MONTE (1973)
 JD0695
 JD0695                         *CURRENT SURVEY CONTROL
 JD0695  ___________________________________________________________________
 JD0695* NAD 83(1986)-  38 46 01.     (N)    093 23 27.     (W)     SCALED    
 JD0695* NAVD 88     -       264.132  (meters)     866.57   (feet)  ADJUSTED  
 JD0695  ___________________________________________________________________
 JD0695  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD0695  DYNAMIC HT  -         263.953 (meters)     865.99  (feet)  COMP
 JD0695  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 JD0695
 JD0695  VERT ORDER  -  FIRST     CLASS II
 JD0695
 JD0695.The horizontal coordinates were scaled from a topographic map and have
 JD0695.an estimated accuracy of +/- 6 seconds.
 JD0695
 JD0695.The orthometric height was determined by differential leveling
 JD0695.and adjusted by the National Geodetic Survey in June 1991..
 JD0695
 JD0695.The geoid height was determined by GEOID03.
 JD0695
 JD0695.The dynamic height is computed by dividing the NAVD 88
 JD0695.geopotential number by the normal gravity value computed on the
 JD0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0695.degrees latitude (g = 980.6199 gals.).
 JD0695
 JD0695.The modeled gravity was interpolated from observed gravity values.
 JD0695
 JD0695;                    North         East    Units  Estimated Accuracy
 JD0695;SPC MO C     -   325,940.      422,580.      MT  (+/- 180 meters Scaled)
 JD0695
 JD0695                          SUPERSEDED SURVEY CONTROL
 JD0695
 JD0695  NGVD 29 (??/??/92)  264.039  (m)          866.27   (f) ADJ UNCH    1 2
 JD0695
 JD0695.Superseded values are not recommended for survey control.
 JD0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0695.See file dsdata.txt to determine how the superseded data were derived.
 JD0695
 JD0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC660909(NAD 83)
 JD0695_MARKER: DB = BENCH MARK DISK
 JD0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0695_STAMPING: F 185 1945
 JD0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0695+STABILITY: SURFACE MOTION
 JD0695
 JD0695  HISTORY     - Date     Condition        Report By
 JD0695  HISTORY     - 1945     MONUMENTED       CGS
 JD0695  HISTORY     - 1963     GOOD             NGS
 JD0695
 JD0695                          STATION DESCRIPTION
 JD0695
 JD0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0695'9.2 MI E FROM KNOB NOSTER.
 JD0695'ABOUT 9.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0695'THE STATION AT KNOB NOSTER, ABOUT 100 YARDS SOUTHEAST OF AND
 JD0695'ACROSS THE TRACK FROM MILEPOLE 199, 39 FEET SOUTH OF THE SOUTH
 JD0695'RAIL, 37 FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE,
 JD0695'1.0 FOOT WEST OF A WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 JD0695'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0695'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0400 ***********************************************************************
 JD0400  DESIGNATION -  F 186
 JD0400  PID         -  JD0400
 JD0400  STATE/COUNTY-  MO/COOPER
 JD0400  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0400
 JD0400                         *CURRENT SURVEY CONTROL
 JD0400  ___________________________________________________________________
 JD0400* NAD 83(1986)-  38 42 04.     (N)    092 58 59.     (W)     SCALED    
 JD0400* NAVD 88     -       208.602  (meters)     684.39   (feet)  ADJUSTED  
 JD0400  ___________________________________________________________________
 JD0400  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0400  DYNAMIC HT  -         208.463 (meters)     683.93  (feet)  COMP
 JD0400  MODELED GRAV-     979,956.7   (mgal)                       NAVD 88
 JD0400
 JD0400  VERT ORDER  -  FIRST     CLASS II
 JD0400
 JD0400.The horizontal coordinates were scaled from a topographic map and have
 JD0400.an estimated accuracy of +/- 6 seconds.
 JD0400
 JD0400.The orthometric height was determined by differential leveling
 JD0400.and adjusted by the National Geodetic Survey in June 1991..
 JD0400
 JD0400.The geoid height was determined by GEOID03.
 JD0400
 JD0400.The dynamic height is computed by dividing the NAVD 88
 JD0400.geopotential number by the normal gravity value computed on the
 JD0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0400.degrees latitude (g = 980.6199 gals.).
 JD0400
 JD0400.The modeled gravity was interpolated from observed gravity values.
 JD0400
 JD0400;                    North         East    Units  Estimated Accuracy
 JD0400;SPC MO C     -   318,360.      457,980.      MT  (+/- 180 meters Scaled)
 JD0400
 JD0400                          SUPERSEDED SURVEY CONTROL
 JD0400
 JD0400  NGVD 29 (??/??/92)  208.513  (m)          684.10   (f) ADJ UNCH    1 2
 JD0400
 JD0400.Superseded values are not recommended for survey control.
 JD0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0400.See file dsdata.txt to determine how the superseded data were derived.
 JD0400
 JD0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC014836(NAD 83)
 JD0400_MARKER: DB = BENCH MARK DISK
 JD0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0400_SP_SET: BRIDGE
 JD0400_STAMPING: F 186 1945
 JD0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0400
 JD0400  HISTORY     - Date     Condition        Report By
 JD0400  HISTORY     - 1945     MONUMENTED       CGS
 JD0400  HISTORY     - 1963     GOOD             NGS
 JD0400
 JD0400                          STATION DESCRIPTION
 JD0400
 JD0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0400'1 MI E FROM OTTERVILLE.
 JD0400'ABOUT 0.95 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0400'STATION AT OTTERVILLE, 4 POLES WEST OF MILEPOLE 174-30, 59.5 FEET
 JD0400'NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE EAST END OF THE
 JD0400'SOUTH CONCRETE GUARDRAIL OF A CONCRETE BRIDGE IN U.S. HIGHWAY
 JD0400'50, 16 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.7 FEET
 JD0400'ABOVE THE GROUND, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0330 ***********************************************************************
 JD0330  DESIGNATION -  F 187
 JD0330  PID         -  JD0330
 JD0330  STATE/COUNTY-  MO/MONITEAU
 JD0330  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD0330
 JD0330                         *CURRENT SURVEY CONTROL
 JD0330  ___________________________________________________________________
 JD0330* NAD 83(1997)-  38 37 41.20042(N)    092 32 40.07903(W)     ADJUSTED  
 JD0330* NAVD 88     -       276.792  (meters)     908.11   (feet)  ADJUSTED  
 JD0330  ___________________________________________________________________
 JD0330  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 JD0330  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD0330  DYNAMIC HT  -         276.603 (meters)     907.49  (feet)  COMP
 JD0330  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 JD0330
 JD0330  HORZ ORDER  -  SECOND
 JD0330  VERT ORDER  -  FIRST     CLASS II
 JD0330
 JD0330.The horizontal coordinates were established by classical geodetic methods
 JD0330.and adjusted by the National Geodetic Survey in February 2000..
 JD0330
 JD0330.The orthometric height was determined by differential leveling
 JD0330.and adjusted by the National Geodetic Survey in June 1991..
 JD0330
 JD0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0330
 JD0330.The geoid height was determined by GEOID03.
 JD0330
 JD0330.The dynamic height is computed by dividing the NAVD 88
 JD0330.geopotential number by the normal gravity value computed on the
 JD0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0330.degrees latitude (g = 980.6199 gals.).
 JD0330
 JD0330.The modeled gravity was interpolated from observed gravity values.
 JD0330
 JD0330;                    North         East     Units Scale Factor Converg.
 JD0330;SPC MO C     -   310,150.391   496,128.212   MT  0.99993352   -0 01 39.9
 JD0330;UTM  15      - 4,275,607.404   539,651.198   MT  0.99961936   +0 17 03.8
 JD0330
 JD0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0330!SPC MO C     -   0.99996167  x   0.99993352  =   0.99989520
 JD0330!UTM  15      -   0.99996167  x   0.99961936  =   0.99958105
 JD0330
 JD0330                          SUPERSEDED SURVEY CONTROL
 JD0330
 JD0330  NAD 83(1986)-  38 37 41.21154(N)    092 32 40.08161(W) AD(       ) 2
 JD0330  NAD 27      -  38 37 41.12300(N)    092 32 39.39200(W) AD(       ) 2
 JD0330  NGVD 29 (??/??/92)  276.697  (m)          907.80   (f) ADJ UNCH    1 2
 JD0330
 JD0330.Superseded values are not recommended for survey control.
 JD0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0330.See file dsdata.txt to determine how the superseded data were derived.
 JD0330
 JD0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3965175607(NAD 83)
 JD0330_MARKER: DB = BENCH MARK DISK
 JD0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0330_STAMPING: F 187 1945
 JD0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0330+STABILITY: SURFACE MOTION
 JD0330
 JD0330  HISTORY     - Date     Condition        Report By
 JD0330  HISTORY     - 1949     MONUMENTED       CGS
 JD0330  HISTORY     - 1963     GOOD             NGS
 JD0330
 JD0330                          STATION DESCRIPTION
 JD0330
 JD0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD0330'THE STATION IS LOCATED ABOUT 1.2 MILE EAST OF CALIFORNIA.  IT
 JD0330'IS IN THE NORTHWEST CORNER OF THE INTERSECTION OF A ROAD AND
 JD0330'RAILROAD, 42 FEET NORTH OF THE NORTH RAIL OF RAILROAD, 38 FEET
 JD0330'WEST OF THE CENTERLINE OF THE ROAD, 8 FEET NORTHWEST OF A
 JD0330'TELEGRAPH POLE AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 JD0330'4 INCHES AND THE DISK IS STAMPED F 187 1945.
 JD0330'
 JD0330'A TRAVERSE CONNECTION WAS MADE FROM CHRISTIAN R.M. NO. 3 TO
 JD0330'BENCH MARK, F 187 1945.  IT IS 263.124 METERS (863.27 FEET)
 JD0330'EAST-NORTHEAST OF THE STATION.
 JD0330'
 JD0330'TO REACH FROM THE INTERSECTION OF US HIGHWAY 50 AND STATE
 JD0330'HIGHWAY 87, IN CALIFORNIA, GO EAST ON HIGHWAY 50 FOR 1.2 MILE
 JD0330'TO CROSSROADS, TURN LEFT 0.1 MILE TO RAILROAD TRACK AND THE
 JD0330'STATION AS DESCRIBED.
 JD0330
 JD0330                          STATION RECOVERY (1963)
 JD0330
 JD0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0330'1.1 MI E FROM CALIFORNIA.
 JD0330'ABOUT 1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0330'THE STATION AT CALIFORNIA, 1 POLE EAST OF MILEPOLE 149-10,
 JD0330'57 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 42 FEET
 JD0330'NORTH OF THE NORTH RAIL, 36 FEET WEST OF THE CENTERLINE OF
 JD0330'THE ROAD, 7.3 FEET NORTHWEST OF THE FIRST POLE EAST OF THE
 JD0330'MILEPOLE, 1.1 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS
 JD0330'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 JD0330'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0005 ***********************************************************************
 JD0005  DESIGNATION -  F 188
 JD0005  PID         -  JD0005
 JD0005  STATE/COUNTY-  MO/COLE
 JD0005  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0005
 JD0005                         *CURRENT SURVEY CONTROL
 JD0005  ___________________________________________________________________
 JD0005* NAD 83(1986)-  38 36 13.     (N)    092 12 23.     (W)     SCALED    
 JD0005* NAVD 88     -       171.295  (meters)     561.99   (feet)  ADJUSTED  
 JD0005  ___________________________________________________________________
 JD0005  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD0005  DYNAMIC HT  -         171.180 (meters)     561.61  (feet)  COMP
 JD0005  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 JD0005
 JD0005  VERT ORDER  -  FIRST     CLASS II
 JD0005
 JD0005.The horizontal coordinates were scaled from a topographic map and have
 JD0005.an estimated accuracy of +/- 6 seconds.
 JD0005
 JD0005.The orthometric height was determined by differential leveling
 JD0005.and adjusted by the National Geodetic Survey in June 1991..
 JD0005.WARNING-Repeat measurements at this control monument indicate possible
 JD0005.vertical movement.
 JD0005
 JD0005.The geoid height was determined by GEOID03.
 JD0005
 JD0005.The dynamic height is computed by dividing the NAVD 88
 JD0005.geopotential number by the normal gravity value computed on the
 JD0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0005.degrees latitude (g = 980.6199 gals.).
 JD0005
 JD0005.The modeled gravity was interpolated from observed gravity values.
 JD0005
 JD0005;                    North         East    Units  Estimated Accuracy
 JD0005;SPC MO C     -   307,470.      525,570.      MT  (+/- 180 meters Scaled)
 JD0005
 JD0005                          SUPERSEDED SURVEY CONTROL
 JD0005
 JD0005  NGVD 29 (??/??/92)  171.218  (m)          561.74   (f) ADJ UNCH    1 2
 JD0005
 JD0005.Superseded values are not recommended for survey control.
 JD0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0005.See file dsdata.txt to determine how the superseded data were derived.
 JD0005
 JD0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC691730(NAD 83)
 JD0005_MARKER: DB = BENCH MARK DISK
 JD0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0005_SP_SET: CONCRETE BASE
 JD0005_STAMPING: F 188 1945
 JD0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0005
 JD0005  HISTORY     - Date     Condition        Report By
 JD0005  HISTORY     - 1945     MONUMENTED       CGS
 JD0005  HISTORY     - 1963     GOOD             NGS
 JD0005
 JD0005                          STATION DESCRIPTION
 JD0005
 JD0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0005'3.6 MI W FROM JEFFERSON CITY.
 JD0005'ABOUT 3.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0005'STATION AT JEFFERSON CITY, SET IN THE TOP OF THE CONCRETE BASE
 JD0005'FOR SEMAPHORE NO. 1282 L, 10.7 FEET NORTH OF THE NORTH RAIL, 1.1
 JD0005'FEET WEST OF THE EAST EDGE OF THE CONCRETE BASE, 0.3 FOOT NORTH
 JD0005'OF THE METAL LEG OF THE SEMAPHORE, AND ABOUT LEVEL WITH THE
 JD0005'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0891 ***********************************************************************
 JD0891  DESIGNATION -  F 189
 JD0891  PID         -  JD0891
 JD0891  STATE/COUNTY-  MO/PETTIS
 JD0891  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0891
 JD0891                         *CURRENT SURVEY CONTROL
 JD0891  ___________________________________________________________________
 JD0891* NAD 83(1986)-  38 41 50.     (N)    093 04 24.     (W)     SCALED    
 JD0891* NAVD 88     -       248.016  (meters)     813.70   (feet)  ADJUSTED  
 JD0891  ___________________________________________________________________
 JD0891  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0891  DYNAMIC HT  -         247.848 (meters)     813.15  (feet)  COMP
 JD0891  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 JD0891
 JD0891  VERT ORDER  -  SECOND    CLASS 0
 JD0891
 JD0891.The horizontal coordinates were scaled from a topographic map and have
 JD0891.an estimated accuracy of +/- 6 seconds.
 JD0891
 JD0891.The orthometric height was determined by differential leveling
 JD0891.and adjusted by the National Geodetic Survey in June 1991..
 JD0891
 JD0891.The geoid height was determined by GEOID03.
 JD0891
 JD0891.The dynamic height is computed by dividing the NAVD 88
 JD0891.geopotential number by the normal gravity value computed on the
 JD0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0891.degrees latitude (g = 980.6199 gals.).
 JD0891
 JD0891.The modeled gravity was interpolated from observed gravity values.
 JD0891
 JD0891;                    North         East    Units  Estimated Accuracy
 JD0891;SPC MO C     -   317,980.      450,130.      MT  (+/- 180 meters Scaled)
 JD0891
 JD0891                          SUPERSEDED SURVEY CONTROL
 JD0891
 JD0891  NGVD 29 (??/??/92)  247.919  (m)          813.38   (f) ADJ UNCH    2 0
 JD0891
 JD0891.Superseded values are not recommended for survey control.
 JD0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0891.See file dsdata.txt to determine how the superseded data were derived.
 JD0891
 JD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC936831(NAD 83)
 JD0891_MARKER: DB = BENCH MARK DISK
 JD0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0891_SP_SET: CULVERT
 JD0891_STAMPING: F 189 1946
 JD0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0891
 JD0891  HISTORY     - Date     Condition        Report By
 JD0891  HISTORY     - 1946     MONUMENTED       CGS
 JD0891  HISTORY     - 1963     GOOD             NGS
 JD0891
 JD0891                          STATION DESCRIPTION
 JD0891
 JD0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0891'1.8 MI NE FROM SMITHTON.
 JD0891'ABOUT 1.0 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0891'THE STATION AT SMITHTON, THENCE 0.3 MILE NORTH ALONG A GRAVELED
 JD0891'ROAD, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 135, SET IN THE
 JD0891'TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 6 X 10
 JD0891'FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 16.2 FEET EAST OF THE
 JD0891'CENTERLINE OF THE HIGHWAY, 0.7 FOOT SOUTH OF THE NORTH EDGE OF
 JD0891'THE HEAD WALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0082 ***********************************************************************
 LF0082  DESIGNATION -  F 19
 LF0082  PID         -  LF0082
 LF0082  STATE/COUNTY-  MO/GENTRY
 LF0082  USGS QUAD   -  DARLINGTON (1985)
 LF0082
 LF0082                         *CURRENT SURVEY CONTROL
 LF0082  ___________________________________________________________________
 LF0082* NAD 83(1986)-  40 12 27.     (N)    094 25 29.     (W)     SCALED    
 LF0082* NAVD 88     -       258.215  (meters)     847.16   (feet)  ADJUSTED  
 LF0082  ___________________________________________________________________
 LF0082  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 LF0082  DYNAMIC HT  -         258.075 (meters)     846.70  (feet)  COMP
 LF0082  MODELED GRAV-     980,075.5   (mgal)                       NAVD 88
 LF0082
 LF0082  VERT ORDER  -  FIRST     CLASS II
 LF0082
 LF0082.The horizontal coordinates were scaled from a topographic map and have
 LF0082.an estimated accuracy of +/- 6 seconds.
 LF0082
 LF0082.The orthometric height was determined by differential leveling
 LF0082.and adjusted by the National Geodetic Survey in June 1991..
 LF0082
 LF0082.The geoid height was determined by GEOID03.
 LF0082
 LF0082.The dynamic height is computed by dividing the NAVD 88
 LF0082.geopotential number by the normal gravity value computed on the
 LF0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0082.degrees latitude (g = 980.6199 gals.).
 LF0082
 LF0082.The modeled gravity was interpolated from observed gravity values.
 LF0082
 LF0082;                    North         East    Units  Estimated Accuracy
 LF0082;SPC MO W     -   448,510.      856,410.      MT  (+/- 180 meters Scaled)
 LF0082
 LF0082                          SUPERSEDED SURVEY CONTROL
 LF0082
 LF0082  NGVD 29 (??/??/92)  258.149  (m)          846.94   (f) ADJ UNCH    1 2
 LF0082
 LF0082.Superseded values are not recommended for survey control.
 LF0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0082.See file dsdata.txt to determine how the superseded data were derived.
 LF0082
 LF0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE787517(NAD 83)
 LF0082_MARKER: DB = BENCH MARK DISK
 LF0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0082_STAMPING: F 19 1933
 LF0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0082+STABILITY: SURFACE MOTION
 LF0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0082+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004
 LF0082
 LF0082  HISTORY     - Date     Condition        Report By
 LF0082  HISTORY     - 1933     MONUMENTED       CGS
 LF0082  HISTORY     - 1960     GOOD             NGS
 LF0082  HISTORY     - 20000515 GOOD             LOCENG
 LF0082  HISTORY     - 20040122 GOOD             MODNR
 LF0082
 LF0082                          STATION DESCRIPTION
 LF0082
 LF0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0082'AT MC CURRY.
 LF0082'AT MC CURRY, 73 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD,
 LF0082'28 FEET NORTH OF THE TRACK, 10 FEET SOUTH OF A FENCE LINE,
 LF0082'AND 40 FEET FROM THE WEST END OF A FENCE CORNER.  A STANDARD
 LF0082'DISK STAMPED F 19 1933 AND SET IN THE TOP OF A CONCRETE POST
 LF0082'WHICH PROJECTS 6 INCHES.  NOTE-- THE TOWN OF MC CURRY NOW ONLY
 LF0082'HAS ONE HOUSE AND NO OTHER MEANS OF IDENTIFICATION WAS FOUND.
 LF0082
 LF0082                          STATION RECOVERY (2000)
 LF0082
 LF0082'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 LF0082'RECOVERED IN GOOD CONDITION.
 LF0082
 LF0082                          STATION RECOVERY (2004)
 LF0082
 LF0082'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 LF0082'LOCATED IN A FIELD ABOUT 1.7 MILES WEST OF DARLINGTON,MO AND 2.3 MILES
 LF0082'SOUTH OF CARMACK,MO. IT IS 186 FEET NORTH OF A GRAVEL COUNTY ROAD, 76
 LF0082'FEET EAST OF ROUTE H AND ON THE WEST SIDE OF A CARSONITE WITNESS POST.
 LF0082'TO REACH FROM MISSOURI ROUTE H AND E,GO NORTH ON ROUTE H FOR 0.7 MILE
 LF0082'TO THE MARK ON THE RIHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1559 ***********************************************************************
 JD1559  DESIGNATION -  F 191
 JD1559  PID         -  JD1559
 JD1559  STATE/COUNTY-  MO/HENRY
 JD1559  USGS QUAD   -  NINNESCAH PARK (1991)
 JD1559
 JD1559                         *CURRENT SURVEY CONTROL
 JD1559  ___________________________________________________________________
 JD1559* NAD 83(1986)-  38 14 40.     (N)    093 34 04.     (W)     SCALED    
 JD1559* NAVD 88     -       259.418  (meters)     851.11   (feet)  ADJUSTED  
 JD1559  ___________________________________________________________________
 JD1559  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JD1559  DYNAMIC HT  -         259.233 (meters)     850.50  (feet)  COMP
 JD1559  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 JD1559
 JD1559  VERT ORDER  -  SECOND    CLASS 0
 JD1559
 JD1559.The horizontal coordinates were scaled from a topographic map and have
 JD1559.an estimated accuracy of +/- 6 seconds.
 JD1559
 JD1559.The orthometric height was determined by differential leveling
 JD1559.and adjusted by the National Geodetic Survey in June 1991..
 JD1559
 JD1559.The geoid height was determined by GEOID03.
 JD1559
 JD1559.The dynamic height is computed by dividing the NAVD 88
 JD1559.geopotential number by the normal gravity value computed on the
 JD1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1559.degrees latitude (g = 980.6199 gals.).
 JD1559
 JD1559.The modeled gravity was interpolated from observed gravity values.
 JD1559
 JD1559;                    North         East    Units  Estimated Accuracy
 JD1559;SPC MO W     -   230,990.      931,600.      MT  (+/- 180 meters Scaled)
 JD1559
 JD1559                          SUPERSEDED SURVEY CONTROL
 JD1559
 JD1559  NGVD 29 (??/??/92)  259.287  (m)          850.68   (f) ADJ UNCH    2 0
 JD1559
 JD1559.Superseded values are not recommended for survey control.
 JD1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1559.See file dsdata.txt to determine how the superseded data were derived.
 JD1559
 JD1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC503330(NAD 83)
 JD1559_MARKER: DB = BENCH MARK DISK
 JD1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1559+STABILITY: SURFACE MOTION
 JD1559
 JD1559  HISTORY     - Date     Condition        Report By
 JD1559  HISTORY     - UNK      MONUMENTED       CGS
 JD1559  HISTORY     - 1945     GOOD             NGS
 JD1559  HISTORY     - 19880225 MARK NOT FOUND   USPSQD
 JD1559
 JD1559                          STATION DESCRIPTION
 JD1559
 JD1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1559'2.8 MI NW FROM FINEY.
 JD1559'FROM THE CHURCH AND CEMETERY AT FINEY, 1.4 MILES ALONG THE
 JD1559'DEEPWATER, MT. ZION, FINEY AND WARSAW ROAD TO ITS JUNCTION
 JD1559'WITH A ROAD LEADING NORTH, THEN ALONG DIRT AND GRAVEL ROAD
 JD1559'NORTH 1.4 MILES TO A TURN NORTH WITH FIELDS AND A FARM INSIDE
 JD1559'THE TURN.  THE MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 JD1559'POST, 33 FEET EAST AND 18 FEET SOUTH OF THE INTERSECTION OF THE
 JD1559'CENTERLINE OF THE TWO ROADS, 8.2 FEET NORTH OF AN 18 INCH OAK
 JD1559'TREE, 2.4 FEET EAST OF A WHITE WITNESS POST.
 JD1559
 JD1559                          STATION RECOVERY (1988)
 JD1559
 JD1559'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JD1559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0192 ***********************************************************************
 HD0192  DESIGNATION -  F 192
 HD0192  PID         -  HD0192
 HD0192  STATE/COUNTY-  MO/PULASKI
 HD0192  USGS QUAD   -  HANCOCK (1976)
 HD0192
 HD0192                         *CURRENT SURVEY CONTROL
 HD0192  ___________________________________________________________________
 HD0192* NAD 83(1997)-  37 53 20.54594(N)    092 14 57.03396(W)     ADJUSTED  
 HD0192* NAVD 88     -       303.335  (meters)     995.19   (feet)  ADJUSTED  
 HD0192  ___________________________________________________________________
 HD0192  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 HD0192  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HD0192  DYNAMIC HT  -         303.111 (meters)     994.46  (feet)  COMP
 HD0192  MODELED GRAV-     979,883.4   (mgal)                       NAVD 88
 HD0192
 HD0192  HORZ ORDER  -  SECOND
 HD0192  VERT ORDER  -  SECOND    CLASS 0
 HD0192
 HD0192.The horizontal coordinates were established by classical geodetic methods
 HD0192.and adjusted by the National Geodetic Survey in February 2000..
 HD0192
 HD0192.The orthometric height was determined by differential leveling
 HD0192.and adjusted by the National Geodetic Survey in June 1991..
 HD0192
 HD0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0192
 HD0192.The geoid height was determined by GEOID03.
 HD0192
 HD0192.The dynamic height is computed by dividing the NAVD 88
 HD0192.geopotential number by the normal gravity value computed on the
 HD0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0192.degrees latitude (g = 980.6199 gals.).
 HD0192
 HD0192.The modeled gravity was interpolated from observed gravity values.
 HD0192
 HD0192;                    North         East     Units Scale Factor Converg.
 HD0192;SPC MO C     -   228,146.714   522,062.180   MT  0.99993933   +0 09 14.5
 HD0192;UTM  15      - 4,193,769.621   566,020.002   MT  0.99965368   +0 27 40.0
 HD0192
 HD0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0192!SPC MO C     -   0.99995727  x   0.99993933  =   0.99989660
 HD0192!UTM  15      -   0.99995727  x   0.99965368  =   0.99961096
 HD0192
 HD0192                          SUPERSEDED SURVEY CONTROL
 HD0192
 HD0192  NAD 83(1986)-  37 53 20.55892(N)    092 14 57.03250(W) AD(       ) 2
 HD0192  NAD 27      -  37 53 20.41500(N)    092 14 56.42000(W) AD(       ) 2
 HD0192  NGVD 29 (??/??/92)  303.236  (m)          994.87   (f) ADJ UNCH    2 0
 HD0192
 HD0192.Superseded values are not recommended for survey control.
 HD0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0192.See file dsdata.txt to determine how the superseded data were derived.
 HD0192
 HD0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6602093770(NAD 83)
 HD0192_MARKER: DB = BENCH MARK DISK
 HD0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0192_STAMPING: F 192 1945
 HD0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0192+STABILITY: SURFACE MOTION
 HD0192
 HD0192  HISTORY     - Date     Condition        Report By
 HD0192  HISTORY     - 1946     MONUMENTED       USGS
 HD0192  HISTORY     - 1946     GOOD             NGS
 HD0192
 HD0192                          STATION DESCRIPTION
 HD0192
 HD0192'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RAM)
 HD0192'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHEAST OF
 HD0192'CROCKER, 4.0 MILES NORTH-NORTHWEST OF WAYNESVILLE, IN THE
 HD0192'NE 1/4 OF SEC. 4, T. 36 N., R. 12 W. AND ALONG THE EAST
 HD0192'SIDE OF STATE HIGHWAY NO. 17, 54 PACES NORTH OF THE INTERSECTION
 HD0192'OF A SIDE ROAD TO THE EAST, 36 FEET EAST OF THE CENTERLINE
 HD0192'OF STATE HIGHWAY NO. 17, 3 FEET WEST OF THE FENCELINE AND
 HD0192'1 FOOT NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 HD0192'USC AND GS BENCH MARK SET IN A 10 INCH SQUARE CONCRETE POST
 HD0192'AND PROJECTS 6 INCHES.  THE DISK IS STAMPED F 192 1945.
 HD0192'
 HD0192'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HD0192'TUNNEL TO USC AND GS F192, 1945.
 HD0192'
 HD0192'IT IS 1033.948 METERS (3392.21 FEET) NORTH-NORHTWEST OF THE STATION.
 HD0192'
 HD0192'TO REACH FROM THE JUNCTION OF US HIGHWAY NO. 66 AND STATE HIGHWAY
 HD0192'NO. 17 IN THE EAST EDGE OF WAYNESVILLE, GO NORTHERLY ON
 HD0192'STATE HIGHWAY NO. 17 FOR 5.5 MILES TO A SMALL SCHOOLHOUSE
 HD0192'ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.25 MILES TO A
 HD0192'SIDE ROAD RIGHT AND STATION AS DESCRIBED.
 HD0192
 HD0192                          STATION RECOVERY (1946)
 HD0192
 HD0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 HD0192'4.6 MI S FROM CROCKER.
 HD0192'ABOUT 4.6 MILES SOUTH ALONG MISSOURI STATE HIGHWAY NO. 17 FROM
 HD0192'THE ST. LOUIS AND SAN FRANCISCO RAILROAD STATION AT CROCKER,
 HD0192'AND AT THE JUNCTION WITH A ROAD LEADING SOUTHEAST, 119 FEET
 HD0192'NORTH OF THE CENTER LINE OF THE ROAD LEADING SOUTHEAST, 35 FEET
 HD0192'EAST OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE
 HD0192'HIGHWAY, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2 FEET NORTH
 HD0192'OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4 INCHES ABOVE THE
 HD0192'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0114 ***********************************************************************
 HD0114  DESIGNATION -  F 193
 HD0114  PID         -  HD0114
 HD0114  STATE/COUNTY-  MO/PULASKI
 HD0114  USGS QUAD   -  CROCKER (1976)
 HD0114
 HD0114                         *CURRENT SURVEY CONTROL
 HD0114  ___________________________________________________________________
 HD0114* NAD 83(1986)-  37 53 14.     (N)    092 19 19.     (W)     SCALED    
 HD0114* NAVD 88     -       307.233  (meters)    1007.98   (feet)  ADJUSTED  
 HD0114  ___________________________________________________________________
 HD0114  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HD0114  DYNAMIC HT  -         307.003 (meters)    1007.23  (feet)  COMP
 HD0114  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 HD0114
 HD0114  VERT ORDER  -  SECOND    CLASS 0
 HD0114
 HD0114.The horizontal coordinates were scaled from a topographic map and have
 HD0114.an estimated accuracy of +/- 6 seconds.
 HD0114
 HD0114.The orthometric height was determined by differential leveling
 HD0114.and adjusted by the National Geodetic Survey in June 1991..
 HD0114
 HD0114.The geoid height was determined by GEOID03.
 HD0114
 HD0114.The dynamic height is computed by dividing the NAVD 88
 HD0114.geopotential number by the normal gravity value computed on the
 HD0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0114.degrees latitude (g = 980.6199 gals.).
 HD0114
 HD0114.The modeled gravity was interpolated from observed gravity values.
 HD0114
 HD0114;                    North         East    Units  Estimated Accuracy
 HD0114;SPC MO C     -   227,930.      515,660.      MT  (+/- 180 meters Scaled)
 HD0114
 HD0114                          SUPERSEDED SURVEY CONTROL
 HD0114
 HD0114  NGVD 29 (??/??/92)  307.130  (m)         1007.64   (f) ADJ UNCH    2 0
 HD0114
 HD0114.Superseded values are not recommended for survey control.
 HD0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0114.See file dsdata.txt to determine how the superseded data were derived.
 HD0114
 HD0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB596935(NAD 83)
 HD0114_MARKER: DB = BENCH MARK DISK
 HD0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0114_STAMPING: F 193 1945
 HD0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0114+STABILITY: SURFACE MOTION
 HD0114
 HD0114  HISTORY     - Date     Condition        Report By
 HD0114  HISTORY     - 1945     MONUMENTED       CGS
 HD0114  HISTORY     - 1946     GOOD             NGS
 HD0114
 HD0114                          STATION DESCRIPTION
 HD0114
 HD0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0114'2.1 MI SW FROM SWEDEBORG.
 HD0114'ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ST LOUIS AND
 HD0114'SAN FRANCISCO RAILROAD STATION AT SWEDEBORG, THENCE ABOUT 0.9
 HD0114'MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE SOUTH ALONG
 HD0114'A GRAVEL ROAD, AND AT THE JUNCTION WITH A ROAD LEADING EAST,
 HD0114'ABOUT 85 YARDS NORTH OF A FARM HOUSE, 29 FEET SOUTH OF THE
 HD0114'CENTER LINE OF THE ROAD LEADING EAST, 24 FEET EAST OF AND
 HD0114'ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE NORTH-SOUTH
 HD0114'ROAD, 2 FEET SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS
 HD0114'5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0097 ***********************************************************************
 HD0097  DESIGNATION -  F 194
 HD0097  PID         -  HD0097
 HD0097  STATE/COUNTY-  MO/LACLEDE
 HD0097  USGS QUAD   -  DRYNOB (1976)
 HD0097
 HD0097                         *CURRENT SURVEY CONTROL
 HD0097  ___________________________________________________________________
 HD0097* NAD 83(1986)-  37 42 09.     (N)    092 23 24.     (W)     SCALED    
 HD0097* NAVD 88     -       338.220  (meters)    1109.64   (feet)  ADJUSTED  
 HD0097  ___________________________________________________________________
 HD0097  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HD0097  DYNAMIC HT  -         337.960 (meters)    1108.79  (feet)  COMP
 HD0097  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 HD0097
 HD0097  VERT ORDER  -  SECOND    CLASS 0
 HD0097
 HD0097.The horizontal coordinates were scaled from a topographic map and have
 HD0097.an estimated accuracy of +/- 6 seconds.
 HD0097
 HD0097.The orthometric height was determined by differential leveling
 HD0097.and adjusted by the National Geodetic Survey in June 1991..
 HD0097
 HD0097.The geoid height was determined by GEOID03.
 HD0097
 HD0097.The dynamic height is computed by dividing the NAVD 88
 HD0097.geopotential number by the normal gravity value computed on the
 HD0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0097.degrees latitude (g = 980.6199 gals.).
 HD0097
 HD0097.The modeled gravity was interpolated from observed gravity values.
 HD0097
 HD0097;                    North         East    Units  Estimated Accuracy
 HD0097;SPC MO C     -   207,420.      509,700.      MT  (+/- 180 meters Scaled)
 HD0097
 HD0097                          SUPERSEDED SURVEY CONTROL
 HD0097
 HD0097  NGVD 29 (??/??/92)  338.112  (m)         1109.29   (f) ADJ UNCH    2 0
 HD0097
 HD0097.Superseded values are not recommended for survey control.
 HD0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0097.See file dsdata.txt to determine how the superseded data were derived.
 HD0097
 HD0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB537729(NAD 83)
 HD0097_MARKER: DB = BENCH MARK DISK
 HD0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0097_STAMPING: F 194 1945
 HD0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0097+STABILITY: SURFACE MOTION
 HD0097
 HD0097  HISTORY     - Date     Condition        Report By
 HD0097  HISTORY     - 1945     MONUMENTED       CGS
 HD0097  HISTORY     - 1946     GOOD             NGS
 HD0097
 HD0097                          STATION DESCRIPTION
 HD0097
 HD0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0097'7.9 MI N FROM FALCON.
 HD0097'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY NO. 32 FROM THE POST
 HD0097'OFFICE AT FALCON, THENCE 7.4 MILES NORTH ALONG A GRAVEL ROAD
 HD0097'LEADING NORTH, ABOUT 0.2 MILES SOUTH OF THE JUNCTION WITH A
 HD0097'DIM ROAD LEADING EAST, ABOUT 100 FEET NORTHEAST OF THE NORTHEAST
 HD0097'CORNER OF A CLEARED PASTURE, 60 FEET EAST OF A TREE AT THE
 HD0097'NORTH END OF A WIRE FENCE, 19 FEET EAST OF AND ABOUT 1 FOOT
 HD0097'HIGHER THAN THE CENTER LINE OF THE ROAD, 18 FEET WEST OF A
 HD0097'20 INCH OAK TREE WITH THE TOP BROKEN OFF, 2 FEET NORTH OF A
 HD0097'4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0295 ***********************************************************************
 KD0295  DESIGNATION -  F 195
 KD0295  PID         -  KD0295
 KD0295  STATE/COUNTY-  MO/CHARITON
 KD0295  USGS QUAD   -  PRAIRIE HILL (1979)
 KD0295
 KD0295                         *CURRENT SURVEY CONTROL
 KD0295  ___________________________________________________________________
 KD0295* NAD 83(1986)-  39 32 53.     (N)    092 43 06.     (W)     SCALED    
 KD0295* NAVD 88     -       221.814  (meters)     727.73   (feet)  ADJUSTED  
 KD0295  ___________________________________________________________________
 KD0295  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KD0295  DYNAMIC HT  -         221.688 (meters)     727.32  (feet)  COMP
 KD0295  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 KD0295
 KD0295  VERT ORDER  -  SECOND    CLASS 0
 KD0295
 KD0295.The horizontal coordinates were scaled from a topographic map and have
 KD0295.an estimated accuracy of +/- 6 seconds.
 KD0295
 KD0295.The orthometric height was determined by differential leveling
 KD0295.and adjusted by the National Geodetic Survey in June 1991..
 KD0295
 KD0295.The geoid height was determined by GEOID03.
 KD0295
 KD0295.The dynamic height is computed by dividing the NAVD 88
 KD0295.geopotential number by the normal gravity value computed on the
 KD0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0295.degrees latitude (g = 980.6199 gals.).
 KD0295
 KD0295.The modeled gravity was interpolated from observed gravity values.
 KD0295
 KD0295;                    North         East    Units  Estimated Accuracy
 KD0295;SPC MO C     -   412,300.      481,240.      MT  (+/- 180 meters Scaled)
 KD0295
 KD0295                          SUPERSEDED SURVEY CONTROL
 KD0295
 KD0295  NGVD 29 (??/??/92)  221.80   (m)          727.7    (f) COMPUTED    2 0
 KD0295
 KD0295.Superseded values are not recommended for survey control.
 KD0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0295.See file dsdata.txt to determine how the superseded data were derived.
 KD0295
 KD0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD242776(NAD 83)
 KD0295_MARKER: DB = BENCH MARK DISK
 KD0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0295_STAMPING: F 195 1945
 KD0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0295+STABILITY: SURFACE MOTION
 KD0295
 KD0295  HISTORY     - Date     Condition        Report By
 KD0295  HISTORY     - 1945     MONUMENTED       CGS
 KD0295
 KD0295                          STATION DESCRIPTION
 KD0295
 KD0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0295'3 MI NE FROM PRAIRIE HILL.
 KD0295'1.0 MILE EAST OF THE CHRISTIAN CHURCH AT PRAIRIE HILL ALONG A
 KD0295'GRAVEL ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD TO THE
 KD0295'SITE OF THE MARK, 300 FEET NORTH OF A ROAD CROSSING, 95 FEET
 KD0295'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 20 FEET WEST OF
 KD0295'AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 1
 KD0295'FOOT EAST OF A WIRE FENCE, 2 FEET SOUTH OF A 4 X 4 MARKER POST.
 KD0295'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KD0295'5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0296 ***********************************************************************
 KD0296  DESIGNATION -  F 195 RESET
 KD0296  PID         -  KD0296
 KD0296  STATE/COUNTY-  MO/CHARITON
 KD0296  USGS QUAD   -  PRAIRIE HILL (1979)
 KD0296
 KD0296                         *CURRENT SURVEY CONTROL
 KD0296  ___________________________________________________________________
 KD0296* NAD 83(1986)-  39 32 53.     (N)    092 43 06.     (W)     SCALED    
 KD0296* NAVD 88     -       221.71   (meters)     727.4    (feet)  RESET     
 KD0296  ___________________________________________________________________
 KD0296  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KD0296
 KD0296  VERT ORDER  -  THIRD
 KD0296
 KD0296.The horizontal coordinates were scaled from a topographic map and have
 KD0296.an estimated accuracy of +/- 6 seconds.
 KD0296
 KD0296.The orthometric height was computed from unverified reset data.
 KD0296
 KD0296.The geoid height was determined by GEOID03.
 KD0296
 KD0296;                    North         East    Units  Estimated Accuracy
 KD0296;SPC MO C     -   412,300.      481,240.      MT  (+/- 180 meters Scaled)
 KD0296
 KD0296                          SUPERSEDED SURVEY CONTROL
 KD0296
 KD0296  NGVD 29 (??/??/??)  221.69   (m)          727.3    (f) RESET       3  
 KD0296
 KD0296.Superseded values are not recommended for survey control.
 KD0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0296.See file dsdata.txt to determine how the superseded data were derived.
 KD0296
 KD0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD242776(NAD 83)
 KD0296_MARKER: DB = BENCH MARK DISK
 KD0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0296_STAMPING: F 195 RESET 1952
 KD0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0296+STABILITY: SURFACE MOTION
 KD0296
 KD0296  HISTORY     - Date     Condition        Report By
 KD0296  HISTORY     - 1952     MONUMENTED       CGS
 KD0296  HISTORY     - 1967     GOOD             NGS
 KD0296
 KD0296                          STATION DESCRIPTION
 KD0296
 KD0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KD0296'1 MI E FROM PRAIRIE HILL.
 KD0296'1.0 MILE EAST ALONG A GRAVEL ROAD FROM THE CHRISTIAN CHURCH
 KD0296'AT PRAIRIE HILL, CHARITON COUNTY, AND THENCE 2.0 MILES NORTH ALONG
 KD0296'A GRAVEL ROAD (NOW ROUTE SU), 300 FEET NORTH OF A ROAD
 KD0296'INTERSECTION, 27 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 KD0296'GARAGE, 17 FEET NORTHEAST OF THE NORTH SIDE CORNER POST, 39
 KD0296'FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A NEW
 KD0296'WIRE FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 KD0296'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED F 195 RESET
 KD0296'1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KD0296'ABOVE GROUND.
 KD0296
 KD0296                          STATION RECOVERY (1967)
 KD0296
 KD0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1891 ***********************************************************************
 JD1891  DESIGNATION -  F 199
 JD1891  PID         -  JD1891
 JD1891  STATE/COUNTY-  MO/JOHNSON
 JD1891  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1891
 JD1891                         *CURRENT SURVEY CONTROL
 JD1891  ___________________________________________________________________
 JD1891* NAD 83(1986)-  38 48 10.     (N)    093 44 36.     (W)     SCALED    
 JD1891* NAVD 88     -       218.925  (meters)     718.26   (feet)  ADJUSTED  
 JD1891  ___________________________________________________________________
 JD1891  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1891  DYNAMIC HT  -         218.777 (meters)     717.77  (feet)  COMP
 JD1891  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 JD1891
 JD1891  VERT ORDER  -  SECOND    CLASS 0
 JD1891
 JD1891.The horizontal coordinates were scaled from a topographic map and have
 JD1891.an estimated accuracy of +/- 6 seconds.
 JD1891
 JD1891.The orthometric height was determined by differential leveling
 JD1891.and adjusted by the National Geodetic Survey in June 1991..
 JD1891
 JD1891.The geoid height was determined by GEOID03.
 JD1891
 JD1891.The dynamic height is computed by dividing the NAVD 88
 JD1891.geopotential number by the normal gravity value computed on the
 JD1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1891.degrees latitude (g = 980.6199 gals.).
 JD1891
 JD1891.The modeled gravity was interpolated from observed gravity values.
 JD1891
 JD1891;                    North         East    Units  Estimated Accuracy
 JD1891;SPC MO W     -   292,830.      915,730.      MT  (+/- 180 meters Scaled)
 JD1891
 JD1891                          SUPERSEDED SURVEY CONTROL
 JD1891
 JD1891  NGVD 29 (??/??/92)  218.834  (m)          717.96   (f) ADJ UNCH    2 0
 JD1891
 JD1891.Superseded values are not recommended for survey control.
 JD1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1891.See file dsdata.txt to determine how the superseded data were derived.
 JD1891
 JD1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC354951(NAD 83)
 JD1891_MARKER: DB = BENCH MARK DISK
 JD1891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1891_SP_SET: ABUTMENT
 JD1891_STAMPING: F 199 1945
 JD1891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD1891+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JD1891
 JD1891  HISTORY     - Date     Condition        Report By
 JD1891  HISTORY     - 1945     MONUMENTED       CGS
 JD1891  HISTORY     - 1946     GOOD             NGS
 JD1891  HISTORY     - 1963     GOOD             NGS
 JD1891  HISTORY     - 20050901 GOOD             INDIV
 JD1891
 JD1891                          STATION DESCRIPTION
 JD1891
 JD1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1891'3.2 MI N FROM WARRENSBURG.
 JD1891'ABOUT 3.2 MILES NORTH ALONG MISSOURI STATE HIGHWAY 13 FROM THE
 JD1891'CENTRAL MISSOURI STATE TEACHERS COLLEGE AT WARRENSBURG, AND IN
 JD1891'THE WEST END OF THE SOUTH ABUTMENT OF A CONCRETE HIGHWAY BRIDGE,
 JD1891'12 FEET WEST OF AND 8 INCHES HIGHER THAN THE CENTER LINE OF THE
 JD1891'HIGHWAY.  A BRONZE DISK SET IN THE TOP OF A CONCRETE BRIDGE
 JD1891'ABUTMENT.
 JD1891
 JD1891                          STATION RECOVERY (1963)
 JD1891
 JD1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1891'RECOVERED IN GOOD CONDITION.
 JD1891
 JD1891                          STATION RECOVERY (2005)
 JD1891
 JD1891'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD1891'HIGHWAY 13 IS NOW 0.25 MILE EAST AND THIS BRIDGE HAS BEEN CLOSED TO
 JD1891'VEHICLE TRAFFIC.  THIS STREET IS NOW NAMED NW21ST.  ACCESS TO BRIDGE
 JD1891'IS BY FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1091 ***********************************************************************
 JD1091  DESIGNATION -  F 2 B 1
 JD1091  PID         -  JD1091
 JD1091  STATE/COUNTY-  MO/PETTIS
 JD1091  USGS QUAD   -  SEDALIA WEST (1973)
 JD1091
 JD1091                         *CURRENT SURVEY CONTROL
 JD1091  ___________________________________________________________________
 JD1091* NAD 83(1986)-  38 38 06.     (N)    093 22 10.     (W)     SCALED    
 JD1091* NAVD 88     -       276.510  (meters)     907.18   (feet)  ADJUSTED  
 JD1091  ___________________________________________________________________
 JD1091  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1091  DYNAMIC HT  -         276.317 (meters)     906.55  (feet)  COMP
 JD1091  MODELED GRAV-     979,924.7   (mgal)                       NAVD 88
 JD1091
 JD1091  VERT ORDER  -  SECOND    CLASS 0
 JD1091
 JD1091.The horizontal coordinates were scaled from a topographic map and have
 JD1091.an estimated accuracy of +/- 6 seconds.
 JD1091
 JD1091.The orthometric height was determined by differential leveling
 JD1091.and adjusted by the National Geodetic Survey in June 1991..
 JD1091
 JD1091.The geoid height was determined by GEOID03.
 JD1091
 JD1091.The dynamic height is computed by dividing the NAVD 88
 JD1091.geopotential number by the normal gravity value computed on the
 JD1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1091.degrees latitude (g = 980.6199 gals.).
 JD1091
 JD1091.The modeled gravity was interpolated from observed gravity values.
 JD1091
 JD1091;                    North         East    Units  Estimated Accuracy
 JD1091;SPC MO C     -   311,270.      424,300.      MT  (+/- 180 meters Scaled)
 JD1091
 JD1091                          SUPERSEDED SURVEY CONTROL
 JD1091
 JD1091  NGVD 29 (??/??/92)  276.40   (m)          906.8    (f) COMPUTED    2 0
 JD1091
 JD1091.Superseded values are not recommended for survey control.
 JD1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1091.See file dsdata.txt to determine how the superseded data were derived.
 JD1091
 JD1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC678763(NAD 83)
 JD1091_MARKER: Z = SEE DESCRIPTION
 JD1091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1091_SP_SET: TRIBRACH
 JD1091_STAMPING: F2 B1
 JD1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1091
 JD1091  HISTORY     - Date     Condition        Report By
 JD1091  HISTORY     - UNK      MONUMENTED       DOD
 JD1091  HISTORY     - 1963     GOOD             NGS
 JD1091
 JD1091                          STATION DESCRIPTION
 JD1091
 JD1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1091'3.1 MI NE FROM GREEN RIDGE.
 JD1091'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE POST OFFICE
 JD1091'AT GREEN RIDGE, THENCE 1.5 MILES NORTHEAST ALONG THE
 JD1091'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 1.1 MILES EAST ALONG
 JD1091'STATE ROAD B, THENCE 0.15 MILE NORTH ALONG A PRIVATE LANE,
 JD1091'THENCE 0.25 MILE NORTHWEST ACROSS COUNTRY, IN SECTION 32, T 45 N,
 JD1091'R 22 W, 15 FEET SOUTH OF A FENCE, AND THE TOP SURFACE OVER THE
 JD1091'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 JD1091'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  USAF
 JD1091'MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1090 ***********************************************************************
 JD1090  DESIGNATION -  F 2 B 2
 JD1090  PID         -  JD1090
 JD1090  STATE/COUNTY-  MO/PETTIS
 JD1090  USGS QUAD   -  SEDALIA WEST (1973)
 JD1090
 JD1090                         *CURRENT SURVEY CONTROL
 JD1090  ___________________________________________________________________
 JD1090* NAD 83(1986)-  38 37 50.     (N)    093 22 03.     (W)     SCALED    
 JD1090* NAVD 88     -       271.151  (meters)     889.60   (feet)  ADJUSTED  
 JD1090  ___________________________________________________________________
 JD1090  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1090  DYNAMIC HT  -         270.962 (meters)     888.98  (feet)  COMP
 JD1090  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 JD1090
 JD1090  VERT ORDER  -  SECOND    CLASS 0
 JD1090
 JD1090.The horizontal coordinates were scaled from a topographic map and have
 JD1090.an estimated accuracy of +/- 6 seconds.
 JD1090
 JD1090.The orthometric height was determined by differential leveling
 JD1090.and adjusted by the National Geodetic Survey in June 1991..
 JD1090
 JD1090.The geoid height was determined by GEOID03.
 JD1090
 JD1090.The dynamic height is computed by dividing the NAVD 88
 JD1090.geopotential number by the normal gravity value computed on the
 JD1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1090.degrees latitude (g = 980.6199 gals.).
 JD1090
 JD1090.The modeled gravity was interpolated from observed gravity values.
 JD1090
 JD1090;                    North         East    Units  Estimated Accuracy
 JD1090;SPC MO C     -   310,780.      424,470.      MT  (+/- 180 meters Scaled)
 JD1090
 JD1090                          SUPERSEDED SURVEY CONTROL
 JD1090
 JD1090  NGVD 29 (??/??/92)  271.04   (m)          889.2    (f) COMPUTED    2 0
 JD1090
 JD1090.Superseded values are not recommended for survey control.
 JD1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1090.See file dsdata.txt to determine how the superseded data were derived.
 JD1090
 JD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC680758(NAD 83)
 JD1090_MARKER: Z = SEE DESCRIPTION
 JD1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1090_SP_SET: TRIBRACH
 JD1090_STAMPING: F2 B2
 JD1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1090
 JD1090  HISTORY     - Date     Condition        Report By
 JD1090  HISTORY     - UNK      MONUMENTED       DOD
 JD1090  HISTORY     - 1963     GOOD             NGS
 JD1090
 JD1090                          STATION DESCRIPTION
 JD1090
 JD1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1090'2.7 MI NE FROM GREEN RIDGE.
 JD1090'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE POST
 JD1090'OFFICE AT GREEN RIDGE, THENCE 1.5 MILES NORTHEAST ALONG THE
 JD1090'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 1.1 MILE EAST ALONG STATE
 JD1090'ROAD B, IN SECTION 32, T 45 N, R 22 W, ABOUT 200 FEET NORTH
 JD1090'OF THE ROAD, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JD1090'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD1090'CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1093 ***********************************************************************
 JD1093  DESIGNATION -  F 2 Z
 JD1093  PID         -  JD1093
 JD1093  STATE/COUNTY-  MO/PETTIS
 JD1093  USGS QUAD   -  SEDALIA WEST (1973)
 JD1093
 JD1093                         *CURRENT SURVEY CONTROL
 JD1093  ___________________________________________________________________
 JD1093* NAD 83(1986)-  38 37 43.     (N)    093 22 19.     (W)     SCALED    
 JD1093* NAVD 88     -       270.877  (meters)     888.70   (feet)  ADJUSTED  
 JD1093  ___________________________________________________________________
 JD1093  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1093  DYNAMIC HT  -         270.688 (meters)     888.08  (feet)  COMP
 JD1093  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 JD1093
 JD1093  VERT ORDER  -  SECOND    CLASS 0
 JD1093
 JD1093.The horizontal coordinates were scaled from a topographic map and have
 JD1093.an estimated accuracy of +/- 6 seconds.
 JD1093
 JD1093.The orthometric height was determined by differential leveling
 JD1093.and adjusted by the National Geodetic Survey in June 1991..
 JD1093
 JD1093.The geoid height was determined by GEOID03.
 JD1093
 JD1093.The dynamic height is computed by dividing the NAVD 88
 JD1093.geopotential number by the normal gravity value computed on the
 JD1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1093.degrees latitude (g = 980.6199 gals.).
 JD1093
 JD1093.The modeled gravity was interpolated from observed gravity values.
 JD1093
 JD1093;                    North         East    Units  Estimated Accuracy
 JD1093;SPC MO C     -   310,570.      424,080.      MT  (+/- 180 meters Scaled)
 JD1093
 JD1093                          SUPERSEDED SURVEY CONTROL
 JD1093
 JD1093  NGVD 29 (??/??/92)  270.76   (m)          888.3    (f) COMPUTED    2 0
 JD1093
 JD1093.Superseded values are not recommended for survey control.
 JD1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1093.See file dsdata.txt to determine how the superseded data were derived.
 JD1093
 JD1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC676756(NAD 83)
 JD1093_MARKER: DS = TRIANGULATION STATION DISK
 JD1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1093_STAMPING: F 2 Z 1963
 JD1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1093+STABILITY: SURFACE MOTION
 JD1093
 JD1093  HISTORY     - Date     Condition        Report By
 JD1093  HISTORY     - 1963     MONUMENTED       CGS
 JD1093
 JD1093                          STATION DESCRIPTION
 JD1093
 JD1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1093'2.6 MI NE FROM GREEN RIDGE.
 JD1093'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE POST OFFICE
 JD1093'AT GREEN RIDGE, THENCE 1.5 MILES NORTHEAST ALONG THE
 JD1093'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 0.8 MILE EAST ALONG
 JD1093'STATE ROAD B, THENCE 0.15 MILE ACROSS COUNTRY, IN SECTION 5,
 JD1093'T 44 N, R 22 W, 1.0 FOOT SOUTH OF A FENCE, 2.6 FEET SOUTHWEST
 JD1093'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JD1093'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1094 ***********************************************************************
 JD1094  DESIGNATION -  F 2 Z RM 1
 JD1094  PID         -  JD1094
 JD1094  STATE/COUNTY-  MO/PETTIS
 JD1094  USGS QUAD   -  SEDALIA WEST (1973)
 JD1094
 JD1094                         *CURRENT SURVEY CONTROL
 JD1094  ___________________________________________________________________
 JD1094* NAD 83(1986)-  38 37 43.     (N)    093 22 20.     (W)     SCALED    
 JD1094* NAVD 88     -       270.448  (meters)     887.29   (feet)  ADJUSTED  
 JD1094  ___________________________________________________________________
 JD1094  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1094  DYNAMIC HT  -         270.259 (meters)     886.67  (feet)  COMP
 JD1094  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 JD1094
 JD1094  VERT ORDER  -  SECOND    CLASS 0
 JD1094
 JD1094.The horizontal coordinates were scaled from a topographic map and have
 JD1094.an estimated accuracy of +/- 6 seconds.
 JD1094
 JD1094.The orthometric height was determined by differential leveling
 JD1094.and adjusted by the National Geodetic Survey in June 1991..
 JD1094
 JD1094.The geoid height was determined by GEOID03.
 JD1094
 JD1094.The dynamic height is computed by dividing the NAVD 88
 JD1094.geopotential number by the normal gravity value computed on the
 JD1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1094.degrees latitude (g = 980.6199 gals.).
 JD1094
 JD1094.The modeled gravity was interpolated from observed gravity values.
 JD1094
 JD1094;                    North         East    Units  Estimated Accuracy
 JD1094;SPC MO C     -   310,570.      424,050.      MT  (+/- 180 meters Scaled)
 JD1094
 JD1094                          SUPERSEDED SURVEY CONTROL
 JD1094
 JD1094  NGVD 29 (??/??/92)  270.34   (m)          886.9    (f) COMPUTED    2 0
 JD1094
 JD1094.Superseded values are not recommended for survey control.
 JD1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1094.See file dsdata.txt to determine how the superseded data were derived.
 JD1094
 JD1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC676756(NAD 83)
 JD1094_MARKER: DR = REFERENCE MARK DISK
 JD1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1094_STAMPING: F 2 Z NO 1 1963
 JD1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1094+STABILITY: SURFACE MOTION
 JD1094
 JD1094  HISTORY     - Date     Condition        Report By
 JD1094  HISTORY     - 1963     MONUMENTED       CGS
 JD1094
 JD1094                          STATION DESCRIPTION
 JD1094
 JD1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1094'2.6 MI NE FROM GREEN RIDGE.
 JD1094'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE POST OFFICE
 JD1094'AT GREEN RIDGE, THENCE 1.5 MILES NORTHEAST ALONG THE
 JD1094'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 0.8 MILE EAST ALONG STATE
 JD1094'ROAD B, THENCE 0.15 MILE ACROSS COUNTRY, IN SECTION 5, T 44 N,
 JD1094'R 22 W, 76 FEET WEST OF F 2 Z 1963, 1.0 FOOT SOUTH OF A FENCE,
 JD1094'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1092 ***********************************************************************
 JD1092  DESIGNATION -  F 2 Z RM 2
 JD1092  PID         -  JD1092
 JD1092  STATE/COUNTY-  MO/PETTIS
 JD1092  USGS QUAD   -  SEDALIA WEST (1973)
 JD1092
 JD1092                         *CURRENT SURVEY CONTROL
 JD1092  ___________________________________________________________________
 JD1092* NAD 83(1986)-  38 37 43.     (N)    093 22 19.     (W)     SCALED    
 JD1092* NAVD 88     -       270.809  (meters)     888.48   (feet)  ADJUSTED  
 JD1092  ___________________________________________________________________
 JD1092  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1092  DYNAMIC HT  -         270.620 (meters)     887.86  (feet)  COMP
 JD1092  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 JD1092
 JD1092  VERT ORDER  -  SECOND    CLASS 0
 JD1092
 JD1092.The horizontal coordinates were scaled from a topographic map and have
 JD1092.an estimated accuracy of +/- 6 seconds.
 JD1092
 JD1092.The orthometric height was determined by differential leveling
 JD1092.and adjusted by the National Geodetic Survey in June 1991..
 JD1092
 JD1092.The geoid height was determined by GEOID03.
 JD1092
 JD1092.The dynamic height is computed by dividing the NAVD 88
 JD1092.geopotential number by the normal gravity value computed on the
 JD1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1092.degrees latitude (g = 980.6199 gals.).
 JD1092
 JD1092.The modeled gravity was interpolated from observed gravity values.
 JD1092
 JD1092;                    North         East    Units  Estimated Accuracy
 JD1092;SPC MO C     -   310,570.      424,080.      MT  (+/- 180 meters Scaled)
 JD1092
 JD1092                          SUPERSEDED SURVEY CONTROL
 JD1092
 JD1092  NGVD 29 (??/??/92)  270.70   (m)          888.1    (f) COMPUTED    2 0
 JD1092
 JD1092.Superseded values are not recommended for survey control.
 JD1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1092.See file dsdata.txt to determine how the superseded data were derived.
 JD1092
 JD1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC676756(NAD 83)
 JD1092_MARKER: DR = REFERENCE MARK DISK
 JD1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1092_STAMPING: F 2 Z NO 2 1963
 JD1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1092+STABILITY: SURFACE MOTION
 JD1092
 JD1092  HISTORY     - Date     Condition        Report By
 JD1092  HISTORY     - 1963     MONUMENTED       CGS
 JD1092
 JD1092                          STATION DESCRIPTION
 JD1092
 JD1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1092'2.6 MI NE FROM GREEN RIDGE.
 JD1092'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE POST
 JD1092'OFFICE AT GREEN RIDGE, THENCE 1.5 MILES NORTHEAST ALONG THE
 JD1092'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 0.8 MILE EAST ALONG
 JD1092'STATE ROAD B, THENCE 0.15 MILE SOUTH ACROSS COUNTRY, IN SECTION
 JD1092'5, T 44 N, R 22 W, 75 FEET EAST OF F 2 Z 1963 2 FEET SOUTH OF A
 JD1092'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JD1092'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1884 ***********************************************************************
 JD1884  DESIGNATION -  F 200
 JD1884  PID         -  JD1884
 JD1884  STATE/COUNTY-  MO/JOHNSON
 JD1884  USGS QUAD   -  KNOB NOSTER (1981)
 JD1884
 JD1884                         *CURRENT SURVEY CONTROL
 JD1884  ___________________________________________________________________
 JD1884* NAD 83(1986)-  38 50 43.     (N)    093 32 51.     (W)     SCALED    
 JD1884* NAVD 88     -       213.286  (meters)     699.76   (feet)  ADJUSTED  
 JD1884  ___________________________________________________________________
 JD1884  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD1884  DYNAMIC HT  -         213.145 (meters)     699.29  (feet)  COMP
 JD1884  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 JD1884
 JD1884  VERT ORDER  -  SECOND    CLASS 0
 JD1884
 JD1884.The horizontal coordinates were scaled from a topographic map and have
 JD1884.an estimated accuracy of +/- 6 seconds.
 JD1884
 JD1884.The orthometric height was determined by differential leveling
 JD1884.and adjusted by the National Geodetic Survey in June 1991..
 JD1884
 JD1884.The geoid height was determined by GEOID03.
 JD1884
 JD1884.The dynamic height is computed by dividing the NAVD 88
 JD1884.geopotential number by the normal gravity value computed on the
 JD1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1884.degrees latitude (g = 980.6199 gals.).
 JD1884
 JD1884.The modeled gravity was interpolated from observed gravity values.
 JD1884
 JD1884;                    North         East    Units  Estimated Accuracy
 JD1884;SPC MO W     -   297,710.      932,690.      MT  (+/- 180 meters Scaled)
 JD1884
 JD1884                          SUPERSEDED SURVEY CONTROL
 JD1884
 JD1884  NGVD 29 (??/??/92)  213.206  (m)          699.49   (f) ADJ UNCH    2 0
 JD1884
 JD1884.Superseded values are not recommended for survey control.
 JD1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1884.See file dsdata.txt to determine how the superseded data were derived.
 JD1884
 JD1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC524997(NAD 83)
 JD1884_MARKER: DB = BENCH MARK DISK
 JD1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1884_STAMPING: F 200 1945
 JD1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1884+STABILITY: SURFACE MOTION
 JD1884
 JD1884  HISTORY     - Date     Condition        Report By
 JD1884  HISTORY     - 1945     MONUMENTED       CGS
 JD1884  HISTORY     - 1946     GOOD             NGS
 JD1884  HISTORY     - 1963     GOOD             NGS
 JD1884  HISTORY     - 1984     MARK NOT FOUND   NGS
 JD1884
 JD1884                          STATION DESCRIPTION
 JD1884
 JD1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1884'9 MI NE FROM MONTSERRAT.
 JD1884'ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JD1884'AT MONTSERRAT, THENCE 0.2 MILE EAST ALONG A GRAVEL ROAD, THENCE
 JD1884'2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.9 MILES EAST AND
 JD1884'NORTH ALONG A GRAVEL AND DIRT ROAD, THENCE 2.8 MILES EAST ALONG
 JD1884'A GRAVEL ROAD, THENCE 1.3 MILES NORTH ALONG A GRAVEL ROAD, AND
 JD1884'AT THE JUNCTION WITH A ROAD LEADING EAST, 31 FEET WEST OF AND
 JD1884'ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD, 7 FEET
 JD1884'SOUTH OF THE SOUTH END OF A GATE, 2 FEET EAST OF THE RIGHT OF WAY
 JD1884'FENCE, 2 FEET SOUTH OF A 4 X 4 MARKER POST, AND ABOUT ON THE
 JD1884'EXTENDED CENTER LINE OF THE ROAD LEADING EAST.  A BRONZE DISK
 JD1884'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 JD1884'THE GROUND.
 JD1884
 JD1884                          STATION RECOVERY (1963)
 JD1884
 JD1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1884'RECOVERED IN GOOD CONDITION.
 JD1884
 JD1884                          STATION RECOVERY (1984)
 JD1884
 JD1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JD1884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0053 ***********************************************************************
 JE0053  DESIGNATION -  F 201
 JE0053  PID         -  JE0053
 JE0053  STATE/COUNTY-  MO/CASS
 JE0053  USGS QUAD   -  PLEASANT HILL (1990)
 JE0053
 JE0053                         *CURRENT SURVEY CONTROL
 JE0053  ___________________________________________________________________
 JE0053* NAD 83(1986)-  38 48 11.     (N)    094 17 18.     (W)     SCALED    
 JE0053* NAVD 88     -       264.152  (meters)     866.64   (feet)  ADJUSTED  
 JE0053  ___________________________________________________________________
 JE0053  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JE0053  DYNAMIC HT  -         263.974 (meters)     866.05  (feet)  COMP
 JE0053  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 JE0053
 JE0053  VERT ORDER  -  FIRST     CLASS II
 JE0053
 JE0053.The horizontal coordinates were scaled from a topographic map and have
 JE0053.an estimated accuracy of +/- 6 seconds.
 JE0053
 JE0053.The orthometric height was determined by differential leveling
 JE0053.and adjusted by the National Geodetic Survey in June 1991..
 JE0053
 JE0053.The geoid height was determined by GEOID03.
 JE0053
 JE0053.The dynamic height is computed by dividing the NAVD 88
 JE0053.geopotential number by the normal gravity value computed on the
 JE0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0053.degrees latitude (g = 980.6199 gals.).
 JE0053
 JE0053.The modeled gravity was interpolated from observed gravity values.
 JE0053
 JE0053;                    North         East    Units  Estimated Accuracy
 JE0053;SPC MO W     -   292,610.      868,390.      MT  (+/- 180 meters Scaled)
 JE0053
 JE0053                          SUPERSEDED SURVEY CONTROL
 JE0053
 JE0053  NGVD 29 (??/??/92)  264.048  (m)          866.30   (f) ADJ UNCH    1 2
 JE0053
 JE0053.Superseded values are not recommended for survey control.
 JE0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0053.See file dsdata.txt to determine how the superseded data were derived.
 JE0053
 JE0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC881957(NAD 83)
 JE0053_MARKER: DB = BENCH MARK DISK
 JE0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0053_SP_SET: BRIDGE
 JE0053_STAMPING: F 201 1946
 JE0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0053
 JE0053  HISTORY     - Date     Condition        Report By
 JE0053  HISTORY     - 1946     MONUMENTED       CGS
 JE0053  HISTORY     - 1963     GOOD             NGS
 JE0053
 JE0053                          STATION DESCRIPTION
 JE0053
 JE0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0053'1.4 MI NW FROM PLEASANT HILL.
 JE0053'ABOUT 1.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0053'FROM THE STATION AT PLEASANT HILL, IN SECTION 18, T 46 N, R 30 W,
 JE0053'1 POLE SOUTHEAST OF MILEPOST 250-30, AND SET IN THE TOP OF THE
 JE0053'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A BRIDGE OVER BIG
 JE0053'CREEK, 5.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL ABOUT LEVEL WITH
 JE0053'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0998 ***********************************************************************
 JC0998  DESIGNATION -  F 202
 JC0998  PID         -  JC0998
 JC0998  STATE/COUNTY-  MO/OSAGE
 JC0998  USGS QUAD   -  MORRISON (1982)
 JC0998
 JC0998                         *CURRENT SURVEY CONTROL
 JC0998  ___________________________________________________________________
 JC0998* NAD 83(1986)-  38 40 41.     (N)    091 39 30.     (W)     SCALED    
 JC0998* NAVD 88     -       160.937  (meters)     528.01   (feet)  POSTED    
 JC0998  ___________________________________________________________________
 JC0998  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JC0998  DYNAMIC HT  -         160.830 (meters)     527.66  (feet)  COMP
 JC0998  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 JC0998
 JC0998  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JC0998
 JC0998.The horizontal coordinates were scaled from a topographic map and have
 JC0998.an estimated accuracy of +/- 6 seconds.
 JC0998
 JC0998.The orthometric height was determined by differential leveling
 JC0998.and adjusted by the National Geodetic Survey in 1992..
 JC0998.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JC0998.rate of 0.0 thru 1.0 mm/km.
 JC0998
 JC0998.The geoid height was determined by GEOID03.
 JC0998
 JC0998.The dynamic height is computed by dividing the NAVD 88
 JC0998.geopotential number by the normal gravity value computed on the
 JC0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0998.degrees latitude (g = 980.6199 gals.).
 JC0998
 JC0998.The modeled gravity was interpolated from observed gravity values.
 JC0998
 JC0998;                    North         East    Units  Estimated Accuracy
 JC0998;SPC MO C     -   316,030.      573,240.      MT  (+/- 180 meters Scaled)
 JC0998
 JC0998                          SUPERSEDED SURVEY CONTROL
 JC0998
 JC0998  NGVD 29 (??/??/92)  160.948  (m)          528.04   (f) ADJ UNCH    1 2
 JC0998
 JC0998.Superseded values are not recommended for survey control.
 JC0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0998.See file dsdata.txt to determine how the superseded data were derived.
 JC0998
 JC0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC167819(NAD 83)
 JC0998_MARKER: DB = BENCH MARK DISK
 JC0998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0998_SP_SET: CULVERT
 JC0998_STAMPING: F 202 1946
 JC0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0998
 JC0998  HISTORY     - Date     Condition        Report By
 JC0998  HISTORY     - 1946     MONUMENTED       CGS
 JC0998  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0998
 JC0998                          STATION DESCRIPTION
 JC0998
 JC0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0998'1.2 MI W FROM MORRISON.
 JC0998'ABOUT 1.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0998'STATION AT MORRISON, ABOUT EIGHT POLES WEST OF MILE POST 94, 10.0
 JC0998'FEET SOUTH OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 JC0998'SOUTH TRACK, ON TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 JC0998'CONCRETE CULVERT.  A BRONZE BENCH MARK DISK SET IN A DRILL HOLE
 JC0998'IN CONCRETE.
 JC0998
 JC0998                          STATION RECOVERY (1986)
 JC0998
 JC0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0591 ***********************************************************************
 JC0591  DESIGNATION -  F 203
 JC0591  PID         -  JC0591
 JC0591  STATE/COUNTY-  MO/FRANKLIN
 JC0591  USGS QUAD   -  WASHINGTON WEST (1985)
 JC0591
 JC0591                         *CURRENT SURVEY CONTROL
 JC0591  ___________________________________________________________________
 JC0591* NAD 83(1986)-  38 35 23.     (N)    091 03 12.     (W)     SCALED    
 JC0591* NAVD 88     -       149.087  (meters)     489.13   (feet)  ADJUSTED  
 JC0591  ___________________________________________________________________
 JC0591  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JC0591  DYNAMIC HT  -         148.992 (meters)     488.82  (feet)  COMP
 JC0591  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JC0591
 JC0591  VERT ORDER  -  FIRST     CLASS II
 JC0591
 JC0591.The horizontal coordinates were scaled from a topographic map and have
 JC0591.an estimated accuracy of +/- 6 seconds.
 JC0591
 JC0591.The orthometric height was determined by differential leveling
 JC0591.and adjusted by the National Geodetic Survey in June 1991..
 JC0591
 JC0591.The geoid height was determined by GEOID03.
 JC0591
 JC0591.The dynamic height is computed by dividing the NAVD 88
 JC0591.geopotential number by the normal gravity value computed on the
 JC0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0591.degrees latitude (g = 980.6199 gals.).
 JC0591
 JC0591.The modeled gravity was interpolated from observed gravity values.
 JC0591
 JC0591;                    North         East    Units  Estimated Accuracy
 JC0591;SPC MO E     -   306,030.      201,790.      MT  (+/- 180 meters Scaled)
 JC0591
 JC0591                          SUPERSEDED SURVEY CONTROL
 JC0591
 JC0591  NGVD 29 (??/??/92)  149.152  (m)          489.34   (f) ADJ UNCH    1 2
 JC0591
 JC0591.Superseded values are not recommended for survey control.
 JC0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0591.See file dsdata.txt to determine how the superseded data were derived.
 JC0591
 JC0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC695730(NAD 83)
 JC0591_MARKER: DB = BENCH MARK DISK
 JC0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0591_SP_SET: CULVERT
 JC0591_STAMPING: F 203 1946
 JC0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0591
 JC0591  HISTORY     - Date     Condition        Report By
 JC0591  HISTORY     - 1946     MONUMENTED       CGS
 JC0591  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0591
 JC0591                          STATION DESCRIPTION
 JC0591
 JC0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0591'3 MI NW FROM WASHINGTON.
 JC0591'ABOUT 3.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0591'FROM THE STATION AT WASHINGTON, AT A ROAD CROSSING ABOUT TWO
 JC0591'POLES SOUTHEAST OF MILE POST 57-20, 54.0 FEET SOUTHEAST OF THE
 JC0591'CENTER LINE OF THE ROAD, 16.0 FEET SOUTHWEST OF AND ABOUT 4.0
 JC0591'FEET LOWER THAN THE CENTER LINE OF THE SOUTHWEST TRACK, ON TOP
 JC0591'OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A LARGE CONCRETE
 JC0591'CULVERT.  A BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN
 JC0591'CONCRETE.
 JC0591
 JC0591                          STATION RECOVERY (1986)
 JC0591
 JC0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0494 ***********************************************************************
 JC0494  DESIGNATION -  F 204
 JC0494  PID         -  JC0494
 JC0494  STATE/COUNTY-  MO/ST LOUIS
 JC0494  USGS QUAD   -  EUREKA (1993)
 JC0494
 JC0494                         *CURRENT SURVEY CONTROL
 JC0494  ___________________________________________________________________
 JC0494* NAD 83(1997)-  38 30 11.78996(N)    090 38 39.76639(W)     ADJUSTED  
 JC0494* NAVD 88     -       141.873  (meters)     465.46   (feet)  ADJUSTED  
 JC0494  ___________________________________________________________________
 JC0494  X           -     -56,208.257 (meters)                     COMP
 JC0494  Y           -  -4,997,613.791 (meters)                     COMP
 JC0494  Z           -   3,949,382.992 (meters)                     COMP
 JC0494  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 JC0494  ELLIP HEIGHT-         110.98  (meters)          (11/27/02) GPS OBS
 JC0494  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JC0494  DYNAMIC HT  -         141.780 (meters)     465.16  (feet)  COMP
 JC0494  MODELED GRAV-     979,975.8   (mgal)                       NAVD 88
 JC0494
 JC0494  HORZ ORDER  -  FIRST
 JC0494  VERT ORDER  -  FIRST     CLASS I
 JC0494  ELLP ORDER  -  FOURTH    CLASS I
 JC0494
 JC0494.The horizontal coordinates were established by GPS observations
 JC0494.and adjusted by the National Geodetic Survey in November 2002..
 JC0494
 JC0494.The orthometric height was determined by differential leveling
 JC0494.and adjusted by the National Geodetic Survey in June 1991..
 JC0494
 JC0494.Photographs are available for this station.
 JC0494
 JC0494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC0494
 JC0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0494
 JC0494.The ellipsoidal height was determined by GPS observations
 JC0494.and is referenced to NAD 83.
 JC0494
 JC0494.The geoid height was determined by GEOID03.
 JC0494
 JC0494.The dynamic height is computed by dividing the NAVD 88
 JC0494.geopotential number by the normal gravity value computed on the
 JC0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0494.degrees latitude (g = 980.6199 gals.).
 JC0494
 JC0494.The modeled gravity was interpolated from observed gravity values.
 JC0494
 JC0494;                    North         East     Units Scale Factor Converg.
 JC0494;SPC MO E     -   296,302.533   237,406.779   MT  0.99993529   -0 05 23.6
 JC0494;UTM  15      - 4,264,286.427   705,408.937   MT  1.00011963   +1 28 01.3
 JC0494
 JC0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0494!SPC MO E     -   0.99998259  x   0.99993529  =   0.99991788
 JC0494!UTM  15      -   0.99998259  x   1.00011963  =   1.00010221
 JC0494
 JC0494                          SUPERSEDED SURVEY CONTROL
 JC0494
 JC0494  NAD 83(1997)-  38 30 11.78990(N)    090 38 39.76645(W) AD(       ) 1
 JC0494  NAVD 88 (03/18/02)  141.87   (m)          465.5    (f) LEVELING    3  
 JC0494  NGVD 29 (??/??/92)  141.955  (m)          465.73   (f) ADJ UNCH    1 1
 JC0494
 JC0494.Superseded values are not recommended for survey control.
 JC0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0494.See file dsdata.txt to determine how the superseded data were derived.
 JC0494
 JC0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC0540964286(NAD 83)
 JC0494_MARKER: DB = BENCH MARK DISK
 JC0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0494_STAMPING: F 204 1946
 JC0494_MARK LOGO: CGS   
 JC0494_PROJECTION: FLUSH
 JC0494_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0494+STABILITY: SURFACE MOTION
 JC0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0494+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 JC0494
 JC0494  HISTORY     - Date     Condition        Report By
 JC0494  HISTORY     - 1946     MONUMENTED       CGS
 JC0494  HISTORY     - 1969     GOOD             NGS
 JC0494  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JC0494  HISTORY     - 19910427 GOOD             USPSQD
 JC0494  HISTORY     - 19940511 MARK NOT FOUND   USPSQD
 JC0494  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 JC0494  HISTORY     - 19970610 GOOD             MODNR
 JC0494  HISTORY     - 19990202 GOOD             USPSQD
 JC0494  HISTORY     - 20010501 GOOD             WOOLPT
 JC0494
 JC0494                          STATION DESCRIPTION
 JC0494
 JC0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0494'0.9 MI W FROM EUREKA.
 JC0494'ABOUT 0.9 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0494'THE CROSSING OF MAIN STREET AT EUREKA, NEAR MILEPOLE 28-31, 178
 JC0494'FEET EAST OF THE NORTH END OF A 36-INCH PIPE CULVERT UNDER THE
 JC0494'BLACK TOP ROAD WHICH PARALLELS THE SOUTH SIDE OF THE TRACK, 37
 JC0494'FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 32 1/2 FEET
 JC0494'NORTH OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET WEST OF A
 JC0494'TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.7 FEET NORTH OF A
 JC0494'METAL WITNESS POST, 9 FEET BELOW THE LEVEL OF THE TRACK, ABOUT
 JC0494'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JC0494'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 35, T44N,
 JC0494'R3E.
 JC0494
 JC0494                          STATION RECOVERY (1985)
 JC0494
 JC0494'RECOVERY NOTE BY US POWER SQUADRON 1985
 JC0494'MARK NOT FOUND.
 JC0494
 JC0494                          STATION RECOVERY (1991)
 JC0494
 JC0494'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0494'RECOVERED IN GOOD CONDITION.
 JC0494
 JC0494                          STATION RECOVERY (1994)
 JC0494
 JC0494'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0494'MARK NOT FOUND.
 JC0494
 JC0494                          STATION RECOVERY (1995)
 JC0494
 JC0494'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0494'MARK NOT FOUND.
 JC0494
 JC0494                          STATION RECOVERY (1997)
 JC0494
 JC0494'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 JC0494'RECOVERED AS DESCRIBED.
 JC0494
 JC0494                          STATION RECOVERY (1999)
 JC0494
 JC0494'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0494'RECOVERED IN GOOD CONDITION.
 JC0494
 JC0494                          STATION RECOVERY (2001)
 JC0494
 JC0494'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 JC0494'RECOVERED AS DESCRIBED.
 JC0494'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0219 ***********************************************************************
 JC0219  DESIGNATION -  F 205
 JC0219  PID         -  JC0219
 JC0219  STATE/COUNTY-  MO/ST LOUIS
 JC0219  USGS QUAD   -  KIRKWOOD (1993)
 JC0219
 JC0219                         *CURRENT SURVEY CONTROL
 JC0219  ___________________________________________________________________
 JC0219* NAD 83(1986)-  38 34 35.     (N)    090 23 05.     (W)     SCALED    
 JC0219* NAVD 88     -       185.407  (meters)     608.29   (feet)  ADJUSTED  
 JC0219  ___________________________________________________________________
 JC0219  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JC0219  DYNAMIC HT  -         185.287 (meters)     607.90  (feet)  COMP
 JC0219  MODELED GRAV-     979,978.3   (mgal)                       NAVD 88
 JC0219
 JC0219  VERT ORDER  -  FIRST     CLASS I
 JC0219
 JC0219.The horizontal coordinates were scaled from a topographic map and have
 JC0219.an estimated accuracy of +/- 6 seconds.
 JC0219
 JC0219.The orthometric height was determined by differential leveling
 JC0219.and adjusted by the National Geodetic Survey in June 1991..
 JC0219
 JC0219.The geoid height was determined by GEOID03.
 JC0219
 JC0219.The dynamic height is computed by dividing the NAVD 88
 JC0219.geopotential number by the normal gravity value computed on the
 JC0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0219.degrees latitude (g = 980.6199 gals.).
 JC0219
 JC0219.The modeled gravity was interpolated from observed gravity values.
 JC0219
 JC0219;                    North         East    Units  Estimated Accuracy
 JC0219;SPC MO E     -   304,420.      260,050.      MT  (+/- 180 meters Scaled)
 JC0219
 JC0219                          SUPERSEDED SURVEY CONTROL
 JC0219
 JC0219  NGVD 29 (??/??/92)  185.507  (m)          608.62   (f) ADJ UNCH    1 1
 JC0219
 JC0219.Superseded values are not recommended for survey control.
 JC0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0219.See file dsdata.txt to determine how the superseded data were derived.
 JC0219
 JC0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC278730(NAD 83)
 JC0219_MARKER: DB = BENCH MARK DISK
 JC0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0219_SP_SET: CULVERT
 JC0219_STAMPING: F 205 1946
 JC0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0219
 JC0219  HISTORY     - Date     Condition        Report By
 JC0219  HISTORY     - 1946     MONUMENTED       CGS
 JC0219  HISTORY     - 1969     GOOD             NGS
 JC0219  HISTORY     - 1984     GOOD             USPSQD
 JC0219  HISTORY     - 19910401 GOOD             USPSQD
 JC0219  HISTORY     - 19940511 GOOD             USPSQD
 JC0219  HISTORY     - 19950804 GOOD             USPSQD
 JC0219  HISTORY     - 19990307 GOOD             USPSQD
 JC0219
 JC0219                          STATION DESCRIPTION
 JC0219
 JC0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0219'AT KIRKWOOD.
 JC0219'AT KIRKWOOD, ABOUT 1.3 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC
 JC0219'RAILROAD FROM THE STATION, ABOUT 2.1 MILES SOUTHWEST OF THE
 JC0219'STATION AT WEBSTER GROVE, ABOUT 3 1/2 RAILS EAST OF THE CENTER
 JC0219'OF THE CROSSING OF SAPPINGTON ROAD, NEAR MILEPOLE 12-7, SET IN THE
 JC0219'TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL FOR A 10-FOOT
 JC0219'STONE BOX CULVERT UNDER THE TRACK, 13.8 FEET SOUTH OF THE SOUTH
 JC0219'RAIL OF THE EASTBOUND TRACK, 0.6 FOOT WEST OF THE EAST END OF THE
 JC0219'HEAD WALL AND 4 FEET BELOW THE LEVEL OF THE TRACK.
 JC0219
 JC0219                          STATION RECOVERY (1984)
 JC0219
 JC0219'RECOVERY NOTE BY US POWER SQUADRON 1984
 JC0219'RECOVERED IN GOOD CONDITION.
 JC0219
 JC0219                          STATION RECOVERY (1991)
 JC0219
 JC0219'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0219'RECOVERED IN GOOD CONDITION.
 JC0219
 JC0219                          STATION RECOVERY (1994)
 JC0219
 JC0219'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0219'RECOVERED IN GOOD CONDITION.
 JC0219
 JC0219                          STATION RECOVERY (1995)
 JC0219
 JC0219'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0219'RECOVERED IN GOOD CONDITION.
 JC0219
 JC0219                          STATION RECOVERY (1999)
 JC0219
 JC0219'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0433 ***********************************************************************
 LF0433  DESIGNATION -  F 207
 LF0433  PID         -  LF0433
 LF0433  STATE/COUNTY-  MO/HOLT
 LF0433  USGS QUAD   -  CORNING (1984)
 LF0433
 LF0433                         *CURRENT SURVEY CONTROL
 LF0433  ___________________________________________________________________
 LF0433* NAD 83(1986)-  40 12 29.     (N)    095 27 31.     (W)     SCALED    
 LF0433* NAVD 88     -       265.646  (meters)     871.54   (feet)  ADJUSTED  
 LF0433  ___________________________________________________________________
 LF0433  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LF0433  DYNAMIC HT  -         265.502 (meters)     871.07  (feet)  COMP
 LF0433  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 LF0433
 LF0433  VERT ORDER  -  SECOND    CLASS 0
 LF0433
 LF0433.The horizontal coordinates were scaled from a topographic map and have
 LF0433.an estimated accuracy of +/- 6 seconds.
 LF0433
 LF0433.The orthometric height was determined by differential leveling
 LF0433.and adjusted by the National Geodetic Survey in June 1991..
 LF0433
 LF0433.The geoid height was determined by GEOID03.
 LF0433
 LF0433.The dynamic height is computed by dividing the NAVD 88
 LF0433.geopotential number by the normal gravity value computed on the
 LF0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0433.degrees latitude (g = 980.6199 gals.).
 LF0433
 LF0433.The modeled gravity was interpolated from observed gravity values.
 LF0433
 LF0433;                    North         East    Units  Estimated Accuracy
 LF0433;SPC MO W     -   449,010.      768,390.      MT  (+/- 180 meters Scaled)
 LF0433
 LF0433                          SUPERSEDED SURVEY CONTROL
 LF0433
 LF0433  NGVD 29 (??/??/92)  265.552  (m)          871.23   (f) ADJ UNCH    2 0
 LF0433
 LF0433.Superseded values are not recommended for survey control.
 LF0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0433.See file dsdata.txt to determine how the superseded data were derived.
 LF0433
 LF0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE907537(NAD 83)
 LF0433_MARKER: DB = BENCH MARK DISK
 LF0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0433_STAMPING: F 207 1948
 LF0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0433+STABILITY: SURFACE MOTION
 LF0433
 LF0433  HISTORY     - Date     Condition        Report By
 LF0433  HISTORY     - 1948     MONUMENTED       CGS
 LF0433  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF0433
 LF0433                          STATION DESCRIPTION
 LF0433
 LF0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0433'3.5 MI SW FROM CORNING.
 LF0433'2.85 MILES SOUTH ALONG STATE HIGHWAY NO. 111 FROM THE STATION
 LF0433'AT CORNING, THENCE 0.65 MILE WEST ALONG A DIRT ROAD, ON THE
 LF0433'OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTHWEST AND SOUTHWEST,
 LF0433'33.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 41.0 FEET SOUTH
 LF0433'OF THE SOUTH CORNER OF AN ABANDONED FARMHOUSE, 8.0 FEET SOUTHWEST
 LF0433'OF THE CENTER LINE OF A FIELD ROAD LEADING SOUTHEAST, 25.5 FEET
 LF0433'NORTHEAST OF A WELL PUMP, 1.2 FEET NORTHWEST OF A FENCE LINE,
 LF0433'1.6 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 LF0433'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE
 LF0433'FARMHOUSE AND OTHER REFERENCE MARKS OF POINTS WERE DESTROYED
 LF0433'BY THE 1952 FLOOD AND ACCORDING TO A LOCAL RESIDENT THERE WAS
 LF0433'A DEEP WASHOUT IN THE AREA OF THIS MARK.  THERE IS A NEW MACHINE
 LF0433'SHED IN THIS AREA AND FEEDING PENS FOR CATTLE WITH GRAIN BINS
 LF0433'AND CORNCRIBS.
 LF0433
 LF0433                          STATION RECOVERY (1961)
 LF0433
 LF0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0689 ***********************************************************************
 LF0689  DESIGNATION -  F 208
 LF0689  PID         -  LF0689
 LF0689  STATE/COUNTY-  MO/ATCHISON
 LF0689  USGS QUAD   -  NEMAHA (1966)
 LF0689
 LF0689                         *CURRENT SURVEY CONTROL
 LF0689  ___________________________________________________________________
 LF0689* NAD 83(1986)-  40 18 26.     (N)    095 38 49.     (W)     SCALED    
 LF0689* NAVD 88     -       269.646  (meters)     884.66   (feet)  ADJUSTED  
 LF0689  ___________________________________________________________________
 LF0689  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LF0689  DYNAMIC HT  -         269.501 (meters)     884.19  (feet)  COMP
 LF0689  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 LF0689
 LF0689  VERT ORDER  -  SECOND    CLASS 0
 LF0689
 LF0689.The horizontal coordinates were scaled from a topographic map and have
 LF0689.an estimated accuracy of +/- 6 seconds.
 LF0689
 LF0689.The orthometric height was determined by differential leveling
 LF0689.and adjusted by the National Geodetic Survey in June 1991..
 LF0689
 LF0689.The geoid height was determined by GEOID03.
 LF0689
 LF0689.The dynamic height is computed by dividing the NAVD 88
 LF0689.geopotential number by the normal gravity value computed on the
 LF0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0689.degrees latitude (g = 980.6199 gals.).
 LF0689
 LF0689.The modeled gravity was interpolated from observed gravity values.
 LF0689
 LF0689;                    North         East    Units  Estimated Accuracy
 LF0689;SPC MO W     -   460,210.      752,500.      MT  (+/- 180 meters Scaled)
 LF0689
 LF0689                          SUPERSEDED SURVEY CONTROL
 LF0689
 LF0689  NGVD 29 (??/??/92)  269.559  (m)          884.38   (f) ADJ UNCH    2 0
 LF0689
 LF0689.Superseded values are not recommended for survey control.
 LF0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0689.See file dsdata.txt to determine how the superseded data were derived.
 LF0689
 LF0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE750652(NAD 83)
 LF0689_MARKER: DB = BENCH MARK DISK
 LF0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0689_STAMPING: F 208 1948
 LF0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0689+STABILITY: SURFACE MOTION
 LF0689
 LF0689  HISTORY     - Date     Condition        Report By
 LF0689  HISTORY     - 1948     MONUMENTED       CGS
 LF0689  HISTORY     - 1961     GOOD             NGS
 LF0689
 LF0689                          STATION DESCRIPTION
 LF0689
 LF0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0689'6.9 MI SW FROM LANGDON.
 LF0689'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0689'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 2.05 MILES SOUTH
 LF0689'ALONG A PAVED ROAD, THENCE 1.0 MILE WEST ALONG A PAVED ROAD, THENCE
 LF0689'0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.5 WEST ALONG A DIRT
 LF0689'ROAD, THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.6 MILE
 LF0689'SOUTHWESTERLY ALONG A DIRT ROAD, ABOUT 125.0 FEET NORTH OF THE
 LF0689'NORTH BANK OF THE MISSOURI RIVER, 25.0 FEET EAST OF THE CENTER
 LF0689'LINE OF A WOODS ROAD, 18.2 FEET SOUTH OF A 40-INCH COTTONWOOD
 LF0689'TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF TREE, 16.1 FEET
 LF0689'NORTHWEST OF A 20-INCH ELM TREE WITH A TRIANGULAR BLAZE ON THE
 LF0689'NORTHWEST SIDE OF TREE, 14.5 FEET NORTHEAST OF A 20-INCH ELM TREE
 LF0689'WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF TREE, 1.7 FEET
 LF0689'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF0689'PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK WAS NOT
 LF0689'RECOVERED AS A NEW DIKE OR LEVEE HAS BEEN BUILT AND THIS AREA WAS
 LF0689'FLOODED IN 1952.
 LF0689
 LF0689                          STATION RECOVERY (1961)
 LF0689
 LF0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0677 ***********************************************************************
 LF0677  DESIGNATION -  F 209
 LF0677  PID         -  LF0677
 LF0677  STATE/COUNTY-  MO/ATCHISON
 LF0677  USGS QUAD   -  ROCK PORT (1981)
 LF0677
 LF0677                         *CURRENT SURVEY CONTROL
 LF0677  ___________________________________________________________________
 LF0677* NAD 83(1986)-  40 23 48.     (N)    095 36 23.     (W)     SCALED    
 LF0677* NAVD 88     -       271.792  (meters)     891.70   (feet)  ADJUSTED  
 LF0677  ___________________________________________________________________
 LF0677  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LF0677  DYNAMIC HT  -         271.649 (meters)     891.24  (feet)  COMP
 LF0677  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 LF0677
 LF0677  VERT ORDER  -  SECOND    CLASS 0
 LF0677
 LF0677.The horizontal coordinates were scaled from a topographic map and have
 LF0677.an estimated accuracy of +/- 6 seconds.
 LF0677
 LF0677.The orthometric height was determined by differential leveling
 LF0677.and adjusted by the National Geodetic Survey in June 1991..
 LF0677
 LF0677.The geoid height was determined by GEOID03.
 LF0677
 LF0677.The dynamic height is computed by dividing the NAVD 88
 LF0677.geopotential number by the normal gravity value computed on the
 LF0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0677.degrees latitude (g = 980.6199 gals.).
 LF0677
 LF0677.The modeled gravity was interpolated from observed gravity values.
 LF0677
 LF0677;                    North         East    Units  Estimated Accuracy
 LF0677;SPC MO W     -   470,100.      756,080.      MT  (+/- 180 meters Scaled)
 LF0677
 LF0677                          SUPERSEDED SURVEY CONTROL
 LF0677
 LF0677  NGVD 29 (??/??/92)  271.703  (m)          891.41   (f) ADJ UNCH    2 0
 LF0677
 LF0677.Superseded values are not recommended for survey control.
 LF0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0677.See file dsdata.txt to determine how the superseded data were derived.
 LF0677
 LF0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE788750(NAD 83)
 LF0677_MARKER: DB = BENCH MARK DISK
 LF0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0677_STAMPING: F 209 1948
 LF0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0677+STABILITY: SURFACE MOTION
 LF0677
 LF0677  HISTORY     - Date     Condition        Report By
 LF0677  HISTORY     - 1948     MONUMENTED       CGS
 LF0677  HISTORY     - 1961     GOOD             NGS
 LF0677  HISTORY     - 19990630 GOOD             MOHC
 LF0677
 LF0677                          STATION DESCRIPTION
 LF0677
 LF0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0677'1.9 SE FROM PHELPS CITY.
 LF0677'0.9 MILE WEST ALONG STATE HIGHWAY NO. 4 FROM THE METHODIST CHURCH
 LF0677'AT PHELPS CITY, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE
 LF0677'0.5 MILE EAST ALONG A DIRT ROAD, AT A T-ROAD LEADING SOUTH, 100.0
 LF0677'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 21.0 FEET
 LF0677'EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 61.4 FEET
 LF0677'NORTHEAST OF THE FIRST TELEPHONE POLE SOUTH OF THE ROAD JUNCTION
 LF0677'AND ON THE WEST SIDE OF THE NORTH-SOUTH ROAD, 1.4 FEET WEST OF
 LF0677'A FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LF0677'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LF0677
 LF0677                          STATION RECOVERY (1961)
 LF0677
 LF0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0677'RECOVERED IN GOOD CONDITION.
 LF0677
 LF0677                          STATION RECOVERY (1999)
 LF0677
 LF0677'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 LF0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1451 ***********************************************************************
 JD1451  DESIGNATION -  F 21
 JD1451  PID         -  JD1451
 JD1451  STATE/COUNTY-  MO/HENRY
 JD1451  USGS QUAD   -  CALHOUN EAST (1981)
 JD1451
 JD1451                         *CURRENT SURVEY CONTROL
 JD1451  ___________________________________________________________________
 JD1451* NAD 83(1986)-  38 29 59.     (N)    093 33 26.     (W)     SCALED    
 JD1451* NAVD 88     -       248.061  (meters)     813.85   (feet)  ADJUSTED  
 JD1451  ___________________________________________________________________
 JD1451  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD1451  DYNAMIC HT  -         247.887 (meters)     813.28  (feet)  COMP
 JD1451  MODELED GRAV-     979,923.6   (mgal)                       NAVD 88
 JD1451
 JD1451  VERT ORDER  -  SECOND    CLASS 0
 JD1451
 JD1451.The horizontal coordinates were scaled from a topographic map and have
 JD1451.an estimated accuracy of +/- 6 seconds.
 JD1451
 JD1451.The orthometric height was determined by differential leveling
 JD1451.and adjusted by the National Geodetic Survey in June 1991..
 JD1451
 JD1451.The geoid height was determined by GEOID03.
 JD1451
 JD1451.The dynamic height is computed by dividing the NAVD 88
 JD1451.geopotential number by the normal gravity value computed on the
 JD1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1451.degrees latitude (g = 980.6199 gals.).
 JD1451
 JD1451.The modeled gravity was interpolated from observed gravity values.
 JD1451
 JD1451;                    North         East    Units  Estimated Accuracy
 JD1451;SPC MO W     -   259,340.      932,240.      MT  (+/- 180 meters Scaled)
 JD1451
 JD1451                          SUPERSEDED SURVEY CONTROL
 JD1451
 JD1451  NGVD 29 (??/??/92)  247.944  (m)          813.46   (f) ADJ UNCH    2 0
 JD1451
 JD1451.Superseded values are not recommended for survey control.
 JD1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1451.See file dsdata.txt to determine how the superseded data were derived.
 JD1451
 JD1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC514614(NAD 83)
 JD1451_MARKER: DB = BENCH MARK DISK
 JD1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1451_STAMPING: F 21 1934
 JD1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1451+STABILITY: SURFACE MOTION
 JD1451
 JD1451  HISTORY     - Date     Condition        Report By
 JD1451  HISTORY     - 1934     MONUMENTED       CGS
 JD1451  HISTORY     - 1962     GOOD             NGS
 JD1451
 JD1451                          STATION DESCRIPTION
 JD1451
 JD1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1451'3 MI SW FROM WINDSOR.
 JD1451'ABOUT 3.0 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1451'RAILROAD FROM THE STATION AT WINDSOR, 4 TELEPHONE POLES NORTHEAST
 JD1451'OF MILEPOST 251, 59 1/2 FEET EAST OF THE CENTER OF A ROAD
 JD1451'CROSSING, 46 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 38 FEET
 JD1451'NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 7 FEET NORTHEAST
 JD1451'OF A FENCE CORNER POST, 1 1/2 FEET NORTHWEST OF A FENCE, ABOUT
 JD1451'1 1/2 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A
 JD1451'CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0371 ***********************************************************************
 LF0371  DESIGNATION -  F 210
 LF0371  PID         -  LF0371
 LF0371  STATE/COUNTY-  MO/HOLT
 LF0371  USGS QUAD   -  CRAIG (1981)
 LF0371
 LF0371                         *CURRENT SURVEY CONTROL
 LF0371  ___________________________________________________________________
 LF0371* NAD 83(1986)-  40 09 17.     (N)    095 19 25.     (W)     SCALED    
 LF0371* NAVD 88     -       268.142  (meters)     879.73   (feet)  ADJUSTED  
 LF0371  ___________________________________________________________________
 LF0371  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 LF0371  DYNAMIC HT  -         267.996 (meters)     879.25  (feet)  COMP
 LF0371  MODELED GRAV-     980,074.6   (mgal)                       NAVD 88
 LF0371
 LF0371  VERT ORDER  -  FIRST     CLASS II
 LF0371
 LF0371.The horizontal coordinates were scaled from a topographic map and have
 LF0371.an estimated accuracy of +/- 6 seconds.
 LF0371
 LF0371.The orthometric height was determined by differential leveling
 LF0371.and adjusted by the National Geodetic Survey in June 1991..
 LF0371
 LF0371.The geoid height was determined by GEOID03.
 LF0371
 LF0371.The dynamic height is computed by dividing the NAVD 88
 LF0371.geopotential number by the normal gravity value computed on the
 LF0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0371.degrees latitude (g = 980.6199 gals.).
 LF0371
 LF0371.The modeled gravity was interpolated from observed gravity values.
 LF0371
 LF0371;                    North         East    Units  Estimated Accuracy
 LF0371;SPC MO W     -   442,970.      779,830.      MT  (+/- 180 meters Scaled)
 LF0371
 LF0371                          SUPERSEDED SURVEY CONTROL
 LF0371
 LF0371  NGVD 29 (??/??/92)  268.066  (m)          879.48   (f) ADJ UNCH    1 2
 LF0371
 LF0371.Superseded values are not recommended for survey control.
 LF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0371.See file dsdata.txt to determine how the superseded data were derived.
 LF0371
 LF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE020475(NAD 83)
 LF0371_MARKER: DB = BENCH MARK DISK
 LF0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0371_STAMPING: F 210 1948
 LF0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0371+STABILITY: SURFACE MOTION
 LF0371
 LF0371  HISTORY     - Date     Condition        Report By
 LF0371  HISTORY     - 1948     MONUMENTED       CGS
 LF0371  HISTORY     - 1959     GOOD             NGS
 LF0371  HISTORY     - 1975     MARK NOT FOUND   USGS
 LF0371
 LF0371                          STATION DESCRIPTION
 LF0371
 LF0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0371'3.6 MI NW FROM BIGELOW.
 LF0371'3.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0371'RAILROAD FROM THE STATION AT BIGELOW, 3.7 MILES SOUTHEAST OF THE
 LF0371'STATION AT CRAIG, NEAR THE NORTHWEST END OF STEEL BRIDGE NO.
 LF0371'105.60 OVER THE LITTLE TARKIO RIVER, ON TOP OF THE WEST BANK
 LF0371'OF THE RIVER DIKE, 2 1/2 RAILS NORTHWEST OF THE NORTHWEST END
 LF0371'OF THE BRIDGE, 68.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LF0371'TRACK, 3.0 FEET NORTHWEST OF A TELEPHONE POLE, 1.1 FEET SOUTHWEST
 LF0371'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0371'0.4 FOOT ABOVE THE GROUND.
 LF0371
 LF0371                          STATION RECOVERY (1959)
 LF0371
 LF0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0371'RECOVERED IN GOOD CONDITION.
 LF0371
 LF0371                          STATION RECOVERY (1975)
 LF0371
 LF0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1002 ***********************************************************************
 LF1002  DESIGNATION -  F 211
 LF1002  PID         -  LF1002
 LF1002  STATE/COUNTY-  MO/ATCHISON
 LF1002  USGS QUAD   -  HAMBURG (1984)
 LF1002
 LF1002                         *CURRENT SURVEY CONTROL
 LF1002  ___________________________________________________________________
 LF1002* NAD 83(1986)-  40 34 19.     (N)    095 42 57.     (W)     SCALED    
 LF1002* NAVD 88     -       277.409  (meters)     910.13   (feet)  ADJUSTED  
 LF1002  ___________________________________________________________________
 LF1002  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LF1002  DYNAMIC HT  -         277.262 (meters)     909.65  (feet)  COMP
 LF1002  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 LF1002
 LF1002  VERT ORDER  -  SECOND    CLASS 0
 LF1002
 LF1002.The horizontal coordinates were scaled from a topographic map and have
 LF1002.an estimated accuracy of +/- 6 seconds.
 LF1002
 LF1002.The orthometric height was determined by differential leveling
 LF1002.and adjusted by the National Geodetic Survey in June 1991..
 LF1002
 LF1002.The geoid height was determined by GEOID03.
 LF1002
 LF1002.The dynamic height is computed by dividing the NAVD 88
 LF1002.geopotential number by the normal gravity value computed on the
 LF1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1002.degrees latitude (g = 980.6199 gals.).
 LF1002
 LF1002.The modeled gravity was interpolated from observed gravity values.
 LF1002
 LF1002;                    North         East    Units  Estimated Accuracy
 LF1002;SPC MO W     -   489,680.      747,050.      MT  (+/- 180 meters Scaled)
 LF1002
 LF1002                          SUPERSEDED SURVEY CONTROL
 LF1002
 LF1002  NGVD 29 (??/??/92)  277.309  (m)          909.80   (f) ADJ UNCH    2 0
 LF1002
 LF1002.Superseded values are not recommended for survey control.
 LF1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1002.See file dsdata.txt to determine how the superseded data were derived.
 LF1002
 LF1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE701947(NAD 83)
 LF1002_MARKER: DB = BENCH MARK DISK
 LF1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1002_STAMPING: F 211 1948
 LF1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1002+STABILITY: SURFACE MOTION
 LF1002
 LF1002  HISTORY     - Date     Condition        Report By
 LF1002  HISTORY     - 1948     MONUMENTED       CGS
 LF1002  HISTORY     - 1966     MARK NOT FOUND   USGS
 LF1002
 LF1002                          STATION DESCRIPTION
 LF1002
 LF1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1002'4.6 MI S FROM HAMBURG.
 LF1002'1.6 MILES SOUTH ALONG A DIRT ROAD FROM THE RAILROAD STATION AT
 LF1002'HAMBURG, THENCE 3.0 MILES WEST ALONG A DIRT ROAD, IN THE NORTHEAST
 LF1002'QUARTER OF A PUBLIC ROAD CROSSING, 30.0 FEET NORTH OF THE CENTER
 LF1002'LINE OF THE EAST-WEST ROAD, 23.0 FEET EAST OF THE CENTER LINE OF
 LF1002'THE NORTH-SOUTH ROAD, 5.5 FEET EAST OF A POWER LINE GUY POLE,
 LF1002'0.8 FOOT SOUTH OF A FENCE, 0.8 FOOT WEST OF A 4 X 4 REFERENCE
 LF1002'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 LF1002'ABOVE THE GROUND.
 LF1002
 LF1002                          STATION RECOVERY (1966)
 LF1002
 LF1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LF1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7372 ***********************************************************************
 AA7372  DESIGNATION -  F 212 RESET
 AA7372  PID         -  AA7372
 AA7372  STATE/COUNTY-  MO/HOLT
 AA7372  USGS QUAD   -  BIG LAKE (1981)
 AA7372
 AA7372                         *CURRENT SURVEY CONTROL
 AA7372  ___________________________________________________________________
 AA7372* NAD 83(1986)-  40 06 38.     (N)    095 16 40.     (W)     SCALED    
 AA7372* NAVD 88     -       262.25   (+/-2cm)     860.4    (feet)  VERTCON   
 AA7372  ___________________________________________________________________
 AA7372  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AA7372
 AA7372  VERT ORDER  -  THIRD (See Below)
 AA7372
 AA7372.The horizontal coordinates were scaled from a topographic map and have
 AA7372.an estimated accuracy of +/- 6 seconds.
 AA7372
 AA7372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7372.The vertical order pertains to the NGVD 29 superseded value.
 AA7372
 AA7372.The geoid height was determined by GEOID03.
 AA7372
 AA7372;                    North         East    Units  Estimated Accuracy
 AA7372;SPC MO W     -   438,030.      783,690.      MT  (+/- 180 meters Scaled)
 AA7372
 AA7372                          SUPERSEDED SURVEY CONTROL
 AA7372
 AA7372  NGVD 29 (02/22/06)  262.18   (m)          860.2    (f) RESET       3  
 AA7372
 AA7372.Superseded values are not recommended for survey control.
 AA7372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7372.See file dsdata.txt to determine how the superseded data were derived.
 AA7372
 AA7372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE058425(NAD 83)
 AA7372_MARKER: DV = VERTICAL CONTROL DISK
 AA7372_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA7372_SP_SET: CULVERT
 AA7372_STAMPING: F 212 RESET 1993
 AA7372_MARK LOGO: NGS   
 AA7372_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7372+STABILITY: SURFACE MOTION
 AA7372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7372+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 AA7372
 AA7372  HISTORY     - Date     Condition        Report By
 AA7372  HISTORY     - 1993     MONUMENTED       MODNR
 AA7372  HISTORY     - 20051125 GOOD             GEOCAC
 AA7372
 AA7372                          STATION DESCRIPTION
 AA7372
 AA7372'DESCRIBED BY MO DEPT OF NAT RES 1993 (BDC)
 AA7372'IN THE CORNER OF A LARGE CONCRETE BOX CULVERT OVER LITTLE TARKO CREEK.
 AA7372'TO REACH THE MARK FROM THE CENTER OF THE HIGHWAY 118 OVERPASS OF I-29
 AA7372'ON THE WEST EDGE OF MOUND CITY, GO WEST ON HIGHWAY 118 FOR 2.8 MILES
 AA7372'TO THE OLD CHANNEL OF LITTLE TARKIO CREEK AND THE MARK AS DESCRIBED.
 AA7372
 AA7372                          STATION RECOVERY (2005)
 AA7372
 AA7372'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 AA7372'ON THE TOP OF THE CULVERT HEADWALL AT THE NORTHEAST CORNER.
 AA7372' 
 AA7372'HH2 (NAD 83) N40 06 39.5 W95 16 51.7
 AA7372' 
 AA7372' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0392 ***********************************************************************
 KD0392  DESIGNATION -  F 213
 KD0392  PID         -  KD0392
 KD0392  STATE/COUNTY-  MO/SALINE
 KD0392  USGS QUAD   -  MIAMI (1979)
 KD0392
 KD0392                         *CURRENT SURVEY CONTROL
 KD0392  ___________________________________________________________________
 KD0392* NAD 83(1986)-  39 18 09.     (N)    093 14 37.     (W)     SCALED    
 KD0392* NAVD 88     -       242.563  (meters)     795.81   (feet)  POSTED    
 KD0392  ___________________________________________________________________
 KD0392  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0392  DYNAMIC HT  -         242.420 (meters)     795.34  (feet)  COMP
 KD0392  MODELED GRAV-     980,019.7   (mgal)                       NAVD 88
 KD0392
 KD0392  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KD0392
 KD0392.The horizontal coordinates were scaled from a topographic map and have
 KD0392.an estimated accuracy of +/- 6 seconds.
 KD0392
 KD0392.The orthometric height was determined by differential leveling
 KD0392.and adjusted by the National Geodetic Survey in 1992..
 KD0392.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KD0392.rate of 1.1 thru 2.0 mm/km.
 KD0392
 KD0392.The geoid height was determined by GEOID03.
 KD0392
 KD0392.The dynamic height is computed by dividing the NAVD 88
 KD0392.geopotential number by the normal gravity value computed on the
 KD0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0392.degrees latitude (g = 980.6199 gals.).
 KD0392
 KD0392.The modeled gravity was interpolated from observed gravity values.
 KD0392
 KD0392;                    North         East    Units  Estimated Accuracy
 KD0392;SPC MO C     -   385,280.      435,860.      MT  (+/- 180 meters Scaled)
 KD0392
 KD0392                          SUPERSEDED SURVEY CONTROL
 KD0392
 KD0392  NGVD 29 (??/??/92)  242.537  (m)          795.72   (f) ADJ UNCH    1 2
 KD0392
 KD0392.Superseded values are not recommended for survey control.
 KD0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0392.See file dsdata.txt to determine how the superseded data were derived.
 KD0392
 KD0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD789503(NAD 83)
 KD0392_MARKER: DB = BENCH MARK DISK
 KD0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0392_STAMPING: F 213 1948
 KD0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0392+STABILITY: SURFACE MOTION
 KD0392
 KD0392  HISTORY     - Date     Condition        Report By
 KD0392  HISTORY     - 1948     MONUMENTED       CGS
 KD0392
 KD0392                          STATION DESCRIPTION
 KD0392
 KD0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0392'2.6 MI SW FROM MIAMI.
 KD0392'1.0 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0392'MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE 0.4
 KD0392'MILE WEST, 0.5 MILE SOUTH, 0.2 MILE WEST, 0.2 MILE SOUTH AND 0.3
 KD0392'MILE WEST ALONG A DIRT ROAD, AT POINT WHERE THE DIRT ROAD FROM
 KD0392'THE EAST MAKES A 90-DEGREE TURN TO THE SOUTH, IN THE YARD AT THE
 KD0392'FARM HOME OF WILLIAM H. KEIFFER, ABOUT 300.0 FEET WEST OF THE ROAD,
 KD0392'42.0 FEET EAST OF THE SOUTHEAST CORNER OF THE FARM HOME, 22.0
 KD0392'FEET NORTH OF THE SOUTHEAST CORNER OF THE YARD, 5.0 FEET SOUTH
 KD0392'OF A 30-INCH ELM TREE, 2.4 FEET WEST OF A FENCE, SET IN THE TOP
 KD0392'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0179 ***********************************************************************
 KD0179  DESIGNATION -  F 214
 KD0179  PID         -  KD0179
 KD0179  STATE/COUNTY-  MO/SALINE
 KD0179  USGS QUAD   -  SALINE CITY (1971)
 KD0179
 KD0179                         *CURRENT SURVEY CONTROL
 KD0179  ___________________________________________________________________
 KD0179* NAD 83(1986)-  39 13 13.     (N)    092 54 39.     (W)     SCALED    
 KD0179* NAVD 88     -       188.400  (meters)     618.11   (feet)  ADJUSTED  
 KD0179  ___________________________________________________________________
 KD0179  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0179  DYNAMIC HT  -         188.286 (meters)     617.74  (feet)  COMP
 KD0179  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 KD0179
 KD0179  VERT ORDER  -  FIRST     CLASS II
 KD0179
 KD0179.The horizontal coordinates were scaled from a topographic map and have
 KD0179.an estimated accuracy of +/- 6 seconds.
 KD0179
 KD0179.The orthometric height was determined by differential leveling
 KD0179.and adjusted by the National Geodetic Survey in June 1991..
 KD0179
 KD0179.The geoid height was determined by GEOID03.
 KD0179
 KD0179.The dynamic height is computed by dividing the NAVD 88
 KD0179.geopotential number by the normal gravity value computed on the
 KD0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0179.degrees latitude (g = 980.6199 gals.).
 KD0179
 KD0179.The modeled gravity was interpolated from observed gravity values.
 KD0179
 KD0179;                    North         East    Units  Estimated Accuracy
 KD0179;SPC MO C     -   375,960.      464,520.      MT  (+/- 180 meters Scaled)
 KD0179
 KD0179                          SUPERSEDED SURVEY CONTROL
 KD0179
 KD0179  NGVD 29 (??/??/92)  188.375  (m)          618.03   (f) ADJ UNCH    1 2
 KD0179
 KD0179.Superseded values are not recommended for survey control.
 KD0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0179.See file dsdata.txt to determine how the superseded data were derived.
 KD0179
 KD0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD076412(NAD 83)
 KD0179_MARKER: DB = BENCH MARK DISK
 KD0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0179_STAMPING: F 214 1948
 KD0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0179+STABILITY: SURFACE MOTION
 KD0179
 KD0179  HISTORY     - Date     Condition        Report By
 KD0179  HISTORY     - 1948     MONUMENTED       CGS
 KD0179  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0179
 KD0179                          STATION DESCRIPTION
 KD0179
 KD0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0179'3.6 MI W FROM GLASGOW.
 KD0179'3.6 MILES WEST ALONG STATE HIGHWAY 240 FROM THE EAST END OF THE
 KD0179'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT GLASGOW, SET BETWEEN
 KD0179'TWO POWER LINE POLES WHICH ARE 6.0 FEET APART AND BEARING TWO
 KD0179'CROSS ARMS, 124.0 FEET SOUTH OF THE SOUTH RAIL OF THE ALTON
 KD0179'RAILROAD TRACK, 132.0 FEET SOUTHWEST OF SEMAPHORE SIGNAL 136,
 KD0179'24.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 KD0179'EAST OF A 4X4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 KD0179'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 KD0179
 KD0179                          STATION RECOVERY (1986)
 KD0179
 KD0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0477 ***********************************************************************
 KE0477  DESIGNATION -  F 216
 KE0477  PID         -  KE0477
 KE0477  STATE/COUNTY-  MO/BUCHANAN
 KE0477  USGS QUAD   -  ATCHISON EAST (1984)
 KE0477
 KE0477                         *CURRENT SURVEY CONTROL
 KE0477  ___________________________________________________________________
 KE0477* NAD 83(1986)-  39 33 36.     (N)    095 06 40.     (W)     SCALED    
 KE0477* NAVD 88     -       239.721  (meters)     786.48   (feet)  ADJUSTED  
 KE0477  ___________________________________________________________________
 KE0477  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KE0477  DYNAMIC HT  -         239.577 (meters)     786.01  (feet)  COMP
 KE0477  MODELED GRAV-     980,020.0   (mgal)                       NAVD 88
 KE0477
 KE0477  VERT ORDER  -  FIRST     CLASS II
 KE0477
 KE0477.The horizontal coordinates were scaled from a topographic map and have
 KE0477.an estimated accuracy of +/- 6 seconds.
 KE0477
 KE0477.The orthometric height was determined by differential leveling
 KE0477.and adjusted by the National Geodetic Survey in June 1991..
 KE0477
 KE0477.The geoid height was determined by GEOID03.
 KE0477
 KE0477.The dynamic height is computed by dividing the NAVD 88
 KE0477.geopotential number by the normal gravity value computed on the
 KE0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0477.degrees latitude (g = 980.6199 gals.).
 KE0477
 KE0477.The modeled gravity was interpolated from observed gravity values.
 KE0477
 KE0477;                    North         East    Units  Estimated Accuracy
 KE0477;SPC MO W     -   376,800.      797,480.      MT  (+/- 180 meters Scaled)
 KE0477
 KE0477                          SUPERSEDED SURVEY CONTROL
 KE0477
 KE0477  NGVD 29 (??/??/92)  239.621  (m)          786.16   (f) ADJ UNCH    1 2
 KE0477
 KE0477.Superseded values are not recommended for survey control.
 KE0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0477.See file dsdata.txt to determine how the superseded data were derived.
 KE0477
 KE0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD186810(NAD 83)
 KE0477_MARKER: DB = BENCH MARK DISK
 KE0477_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0477_SP_SET: PILE CAP
 KE0477_STAMPING: F 216 1948
 KE0477_MARK LOGO: CGS   
 KE0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0477+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KE0477
 KE0477  HISTORY     - Date     Condition        Report By
 KE0477  HISTORY     - 1948     MONUMENTED       CGS
 KE0477  HISTORY     - 19881004 GOOD             USPSQD
 KE0477  HISTORY     - 19890820 GOOD             NGS
 KE0477  HISTORY     - 20060409 GOOD             GEOCAC
 KE0477
 KE0477                          STATION DESCRIPTION
 KE0477
 KE0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0477'AT WINTHROP.
 KE0477'AT WINTHROP (EAST ATCHISON), SET IN ABOUT THE CENTER AT THE
 KE0477'NORTH END OF THE CONCRETE FOOTING OF THE FIRST TWO PILLARS
 KE0477'WEST OF THE EAST END OF U.S. HIGHWAY NO. 59 BRIDGE OVER THE
 KE0477'MISSOURI RIVER, 196.0 FEET SOUTH OF THE SOUTH RAIL OF THE ROCK
 KE0477'ISLAND RAILROAD TRACK, 2.2 FEET SOUTHWEST OF THE SOUTHEAST
 KE0477'CORNER OF THE MOST NORTHERLY ONE OF TWO PILLARS, 2.1 FEET SOUTHEAST
 KE0477'OF THE SOUTHWEST CORNER OF THE PILLAR, 4.4 FEET BELOW A CHISELED
 KE0477'CROSS ON THE SOUTH FACE OF THE PILLAR, ABOUT LEVEL WITH THE
 KE0477'GROUND.
 KE0477
 KE0477                          STATION RECOVERY (1988)
 KE0477
 KE0477'RECOVERY NOTE BY US POWER SQUADRON 1988 (CA)
 KE0477'RECOVERED IN GOOD CONDITION.
 KE0477
 KE0477                          STATION RECOVERY (1989)
 KE0477
 KE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0477'RECOVERED IN GOOD CONDITION.
 KE0477
 KE0477                          STATION RECOVERY (2006)
 KE0477
 KE0477'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0477'BENCH MARK DISK IS ABOUT 7 INCHES BELOW THE SURFACE OF THE GROUND.
 KE0477' 
 KE0477'HH2 (NAD83)N39 33 34.3 W95 06 29.4
 KE0477' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0349 ***********************************************************************
 KE0349  DESIGNATION -  F 217
 KE0349  PID         -  KE0349
 KE0349  STATE/COUNTY-  MO/BUCHANAN
 KE0349  USGS QUAD   -  HALLS (1972)
 KE0349
 KE0349                         *CURRENT SURVEY CONTROL
 KE0349  ___________________________________________________________________
 KE0349* NAD 83(1986)-  39 41 25.     (N)    094 53 54.     (W)     SCALED    
 KE0349* NAVD 88     -       246.833  (meters)     809.82   (feet)  ADJUSTED  
 KE0349  ___________________________________________________________________
 KE0349  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KE0349  DYNAMIC HT  -         246.688 (meters)     809.34  (feet)  COMP
 KE0349  MODELED GRAV-     980,032.5   (mgal)                       NAVD 88
 KE0349
 KE0349  VERT ORDER  -  FIRST     CLASS II
 KE0349
 KE0349.The horizontal coordinates were scaled from a topographic map and have
 KE0349.an estimated accuracy of +/- 6 seconds.
 KE0349
 KE0349.The orthometric height was determined by differential leveling
 KE0349.and adjusted by the National Geodetic Survey in June 1991..
 KE0349
 KE0349.The geoid height was determined by GEOID03.
 KE0349
 KE0349.The dynamic height is computed by dividing the NAVD 88
 KE0349.geopotential number by the normal gravity value computed on the
 KE0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0349.degrees latitude (g = 980.6199 gals.).
 KE0349
 KE0349.The modeled gravity was interpolated from observed gravity values.
 KE0349
 KE0349;                    North         East    Units  Estimated Accuracy
 KE0349;SPC MO W     -   391,160.      815,830.      MT  (+/- 180 meters Scaled)
 KE0349
 KE0349                          SUPERSEDED SURVEY CONTROL
 KE0349
 KE0349  NGVD 29 (??/??/92)  246.729  (m)          809.48   (f) ADJ UNCH    1 2
 KE0349
 KE0349.Superseded values are not recommended for survey control.
 KE0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0349.See file dsdata.txt to determine how the superseded data were derived.
 KE0349
 KE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD372951(NAD 83)
 KE0349_MARKER: DB = BENCH MARK DISK
 KE0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0349_SP_SET: CONCRETE POST
 KE0349_STAMPING: F 217 1948
 KE0349_MARK LOGO: CGS   
 KE0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0349+STABILITY: SURFACE MOTION
 KE0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0349+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1989
 KE0349
 KE0349  HISTORY     - Date     Condition        Report By
 KE0349  HISTORY     - 1948     MONUMENTED       CGS
 KE0349  HISTORY     - 1958     GOOD             NGS
 KE0349  HISTORY     - 19890820 GOOD             NGS
 KE0349
 KE0349                          STATION DESCRIPTION
 KE0349
 KE0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0349'2.4 MI SW FROM ST JOSEPH.
 KE0349'2.4 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0349'RAILROAD FROM THE STATION AT ST. JOSEPH WHICH IS LOCATED IN
 KE0349'THE SECTION OF TOWN KNOWN AS SOUTH ST. JOSEPH, 0.2 MILE WEST
 KE0349'ALONG A GRAVEL ROAD FROM THE CROSSING OF THE RAILROAD AND A GRAVEL
 KE0349'ROAD, 74.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 44.0 FEET
 KE0349'SOUTHEAST OF THE NORTHEAST CORNER OF THE FARM RESIDENCE OF
 KE0349'SYLVESTER IRWIN, 40.0 FEET NORTHEAST OF THE OF THE SOUTHEAST CORNER OF
 KE0349'THE HOUSE, 15.0 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE,
 KE0349'4.0 FEET SOUTH OF THE CENTER OF A GATE, 1.5 FEET EAST OF A WIRE
 KE0349'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 KE0349'ABOVE THE GROUND.
 KE0349
 KE0349                          STATION RECOVERY (1958)
 KE0349
 KE0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0349'RECOVERED IN GOOD CONDITION.
 KE0349
 KE0349                          STATION RECOVERY (1989)
 KE0349
 KE0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0349'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.0 KM (1.85
 KE0349'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 KE0349'HIGHWAY 752 IN SOUTHWEST ST JOSEPH, THENCE 0.3 KM (0.20 MI) WEST
 KE0349'ALONG A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0157 ***********************************************************************
 KE0157  DESIGNATION -  F 218
 KE0157  PID         -  KE0157
 KE0157  STATE/COUNTY-  MO/JACKSON
 KE0157  USGS QUAD   -  INDEPENDENCE (1990)
 KE0157
 KE0157                         *CURRENT SURVEY CONTROL
 KE0157  ___________________________________________________________________
 KE0157* NAD 83(1986)-  39 06 15.     (N)    094 29 59.     (W)     SCALED    
 KE0157* NAVD 88     -       229.418  (meters)     752.68   (feet)  ADJUSTED  
 KE0157  ___________________________________________________________________
 KE0157  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KE0157  DYNAMIC HT  -         229.271 (meters)     752.20  (feet)  COMP
 KE0157  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 KE0157
 KE0157  VERT ORDER  -  FIRST     CLASS II
 KE0157
 KE0157.The horizontal coordinates were scaled from a topographic map and have
 KE0157.an estimated accuracy of +/- 6 seconds.
 KE0157
 KE0157.The orthometric height was determined by differential leveling
 KE0157.and adjusted by the National Geodetic Survey in June 1991..
 KE0157
 KE0157.The geoid height was determined by GEOID03.
 KE0157
 KE0157.The dynamic height is computed by dividing the NAVD 88
 KE0157.geopotential number by the normal gravity value computed on the
 KE0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0157.degrees latitude (g = 980.6199 gals.).
 KE0157
 KE0157.The modeled gravity was interpolated from observed gravity values.
 KE0157
 KE0157;                    North         East    Units  Estimated Accuracy
 KE0157;SPC MO W     -   326,010.      850,020.      MT  (+/- 180 meters Scaled)
 KE0157
 KE0157                          SUPERSEDED SURVEY CONTROL
 KE0157
 KE0157  NGVD 29 (??/??/92)  229.340  (m)          752.43   (f) ADJ UNCH    1 2
 KE0157
 KE0157.Superseded values are not recommended for survey control.
 KE0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0157.See file dsdata.txt to determine how the superseded data were derived.
 KE0157
 KE0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD703294(NAD 83)
 KE0157_MARKER: DB = BENCH MARK DISK
 KE0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0157_SP_SET: CONCRETE BASE
 KE0157_STAMPING: F 218 1948
 KE0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0157
 KE0157  HISTORY     - Date     Condition        Report By
 KE0157  HISTORY     - 1948     MONUMENTED       CGS
 KE0157  HISTORY     - 1966     GOOD             NGS
 KE0157
 KE0157                          STATION DESCRIPTION
 KE0157
 KE0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0157'AT KANSAS CITY.
 KE0157'AT KANSAS CITY, IN THE EAST PART OF THE CITY, UNDER THE INDEPENDENCE
 KE0157'AVENUE (U.S. HIGHWAY NO. 24) OVERPASS OVER RAILROADS AND WINCHESTER
 KE0157'AND CAMBRIDGE AVENUES, BETWEEN THE SHEFFIELD FOUNDRYS BLACKSMITH
 KE0157'SHOP AND MERCHANT MILL, SET IN THE NORTHWEST CORNER OF THE
 KE0157'MOST SOUTHERLY CONCRETE BASE OF THE 5TH STEEL PIER WEST OF THE
 KE0157'EAST END OF THE OVERPASS, 77.6 FEET NORTHWEST OF THE NORTHWEST
 KE0157'CORNER OF THE MERCHANT MILL BUILDING, 75.5 FEET SOUTHEAST OF
 KE0157'THE SOUTHWEST CORNER OF THE BLACKSMITH SHOP BUILDING, 15.0 FEET
 KE0157'SOUTH OF THE CENTER LINE OF THE OVERPASS, 0.8 FOOT EAST OF THE
 KE0157'WEST EDGE AND 0.7 FOOT SOUTH OF THE NORTH EDGE OF THE BASE, ABOUT
 KE0157'1.5 FEET ABOVE STREET LEVEL OF THE STREET UNDER THE OVERPASS.
 KE0157
 KE0157                          STATION RECOVERY (1966)
 KE0157
 KE0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KE0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0072 ***********************************************************************
 KE0072  DESIGNATION -  F 219
 KE0072  PID         -  KE0072
 KE0072  STATE/COUNTY-  MO/JACKSON
 KE0072  USGS QUAD   -  BUCKNER (1990)
 KE0072
 KE0072                         *CURRENT SURVEY CONTROL
 KE0072  ___________________________________________________________________
 KE0072* NAD 83(1986)-  39 11 53.     (N)    094 12 34.     (W)     SCALED    
 KE0072* NAVD 88     -       221.030  (meters)     725.16   (feet)  ADJUSTED  
 KE0072  ___________________________________________________________________
 KE0072  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KE0072  DYNAMIC HT  -         220.892 (meters)     724.71  (feet)  COMP
 KE0072  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 KE0072
 KE0072  VERT ORDER  -  FIRST     CLASS II
 KE0072
 KE0072.The horizontal coordinates were scaled from a topographic map and have
 KE0072.an estimated accuracy of +/- 6 seconds.
 KE0072
 KE0072.The orthometric height was determined by differential leveling
 KE0072.and adjusted by the National Geodetic Survey in June 1991..
 KE0072
 KE0072.The geoid height was determined by GEOID03.
 KE0072
 KE0072.The dynamic height is computed by dividing the NAVD 88
 KE0072.geopotential number by the normal gravity value computed on the
 KE0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0072.degrees latitude (g = 980.6199 gals.).
 KE0072
 KE0072.The modeled gravity was interpolated from observed gravity values.
 KE0072
 KE0072;                    North         East    Units  Estimated Accuracy
 KE0072;SPC MO W     -   336,480.      875,100.      MT  (+/- 180 meters Scaled)
 KE0072
 KE0072                          SUPERSEDED SURVEY CONTROL
 KE0072
 KE0072  NGVD 29 (??/??/92)  220.948  (m)          724.89   (f) ADJ UNCH    1 2
 KE0072
 KE0072.Superseded values are not recommended for survey control.
 KE0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0072.See file dsdata.txt to determine how the superseded data were derived.
 KE0072
 KE0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD955394(NAD 83)
 KE0072_MARKER: DB = BENCH MARK DISK
 KE0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0072_STAMPING: F 219 1948
 KE0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0072+STABILITY: SURFACE MOTION
 KE0072
 KE0072  HISTORY     - Date     Condition        Report By
 KE0072  HISTORY     - 1948     MONUMENTED       CGS
 KE0072  HISTORY     - 1960     GOOD             NGS
 KE0072  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0072
 KE0072                          STATION DESCRIPTION
 KE0072
 KE0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0072'1.4 MI NW FROM SIBLEY.
 KE0072'1.45 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0072'RAILWAY FROM THE STATION AT SIBLEY, AT AN OLD ABANDONED ROAD
 KE0072'CROSSING, 22 RAILS SOUTHEAST OF CULVERT NO. 428 D, 91.5 FEET
 KE0072'NORTHEAST OF THE NORTHEAST RAIL OF THE MOST NORTHEASTERLY
 KE0072'TRACK, 23.8 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE,
 KE0072'34.6 FEET NORTH OF THE SOUTHEAST GATE POST OF A GATE IN THE
 KE0072'NORTHEAST RIGHT-OF-WAY FENCE, 16.4 FEET NORTHEAST OF THE CENTER
 KE0072'LINE OF A GATE IN A NORTHEAST-SOUTHWEST FENCE. 1.6 FEET SOUTHEAST
 KE0072'OF THE NORTHEAST-SOUTHWEST FENCE, 1.4 FEET SOUTHWEST OF A
 KE0072'REFERENCE POST, ABOUT 20.0 FEET BELOW TRACK LEVEL, SET IN THE
 KE0072'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0072
 KE0072                          STATION RECOVERY (1960)
 KE0072
 KE0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0072'RECOVERED IN GOOD CONDITION.
 KE0072
 KE0072                          STATION RECOVERY (1986)
 KE0072
 KE0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1523 ***********************************************************************
 JD1523  DESIGNATION -  F 22
 JD1523  PID         -  JD1523
 JD1523  STATE/COUNTY-  MO/ST CLAIR
 JD1523  USGS QUAD   -  OSCEOLA (1991)
 JD1523
 JD1523                         *CURRENT SURVEY CONTROL
 JD1523  ___________________________________________________________________
 JD1523* NAD 83(1986)-  38 03 56.     (N)    093 42 38.     (W)     SCALED    
 JD1523* NAVD 88     -       216.707  (meters)     710.98   (feet)  ADJUSTED  
 JD1523  ___________________________________________________________________
 JD1523  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JD1523  DYNAMIC HT  -         216.548 (meters)     710.46  (feet)  COMP
 JD1523  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 JD1523
 JD1523  VERT ORDER  -  SECOND    CLASS 0
 JD1523
 JD1523.The horizontal coordinates were scaled from a topographic map and have
 JD1523.an estimated accuracy of +/- 6 seconds.
 JD1523
 JD1523.The orthometric height was determined by differential leveling
 JD1523.and adjusted by the National Geodetic Survey in June 1991..
 JD1523
 JD1523.The geoid height was determined by GEOID03.
 JD1523
 JD1523.The dynamic height is computed by dividing the NAVD 88
 JD1523.geopotential number by the normal gravity value computed on the
 JD1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1523.degrees latitude (g = 980.6199 gals.).
 JD1523
 JD1523.The modeled gravity was interpolated from observed gravity values.
 JD1523
 JD1523;                    North         East    Units  Estimated Accuracy
 JD1523;SPC MO W     -   211,020.      919,270.      MT  (+/- 180 meters Scaled)
 JD1523
 JD1523                          SUPERSEDED SURVEY CONTROL
 JD1523
 JD1523  NGVD 29 (??/??/92)  216.595  (m)          710.61   (f) ADJ UNCH    2 0
 JD1523
 JD1523.Superseded values are not recommended for survey control.
 JD1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1523.See file dsdata.txt to determine how the superseded data were derived.
 JD1523
 JD1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC376133(NAD 83)
 JD1523_MARKER: DB = BENCH MARK DISK
 JD1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1523_STAMPING: F 22 1934
 JD1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1523+STABILITY: SURFACE MOTION
 JD1523
 JD1523  HISTORY     - Date     Condition        Report By
 JD1523  HISTORY     - 1934     MONUMENTED       CGS
 JD1523  HISTORY     - 1962     GOOD             NGS
 JD1523
 JD1523                          STATION DESCRIPTION
 JD1523
 JD1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1523'1.6 MI NW FROM OSCEOLA.
 JD1523'ABOUT 1.6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JD1523'RAILWAY FROM THE STATION AT OSCEOLA OR ABOUT 6.4 MILES SOUTH
 JD1523'ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT
 JD1523'LOWRY CITY, IN SECTION 7, T 38 N, R 25 W, 17 POLES NORTHWEST OF
 JD1523'AN ASPHALT ROAD CROSSING, 11 POLES NORTHWEST OF MILEPOST 114,
 JD1523'52 FEET EAST OF THE CENTER OF A CROSSING OF A DIM WOODS ROAD,
 JD1523'43 FEET EAST-SOUTHEAST OF THE CENTER LINE OF A DIM WOODS ROAD, 42
 JD1523'FEET NORTHEAST OF THE NORTHEAST RAIL, 3 1/2 FEET SOUTHWEST OF A
 JD1523'TELEPHONE POLE WITH A LINE CROSSING OVER THE TRACK, ABOUT 3 FEET
 JD1523'BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE
 JD1523'POST PROJECTING 7-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0618 ***********************************************************************
 KD0618  DESIGNATION -  F 220
 KD0618  PID         -  KD0618
 KD0618  STATE/COUNTY-  MO/LAFAYETTE
 KD0618  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0618
 KD0618                         *CURRENT SURVEY CONTROL
 KD0618  ___________________________________________________________________
 KD0618* NAD 83(1986)-  39 09 16.     (N)    093 56 22.     (W)     SCALED    
 KD0618* NAVD 88     -       213.875  (meters)     701.69   (feet)  ADJUSTED  
 KD0618  ___________________________________________________________________
 KD0618  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0618  DYNAMIC HT  -         213.741 (meters)     701.25  (feet)  COMP
 KD0618  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 KD0618
 KD0618  VERT ORDER  -  FIRST     CLASS II
 KD0618
 KD0618.The horizontal coordinates were scaled from a topographic map and have
 KD0618.an estimated accuracy of +/- 6 seconds.
 KD0618
 KD0618.The orthometric height was determined by differential leveling
 KD0618.and adjusted by the National Geodetic Survey in June 1991..
 KD0618
 KD0618.The geoid height was determined by GEOID03.
 KD0618
 KD0618.The dynamic height is computed by dividing the NAVD 88
 KD0618.geopotential number by the normal gravity value computed on the
 KD0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0618.degrees latitude (g = 980.6199 gals.).
 KD0618
 KD0618.The modeled gravity was interpolated from observed gravity values.
 KD0618
 KD0618;                    North         East    Units  Estimated Accuracy
 KD0618;SPC MO W     -   331,740.      898,450.      MT  (+/- 180 meters Scaled)
 KD0618
 KD0618                          SUPERSEDED SURVEY CONTROL
 KD0618
 KD0618  NGVD 29 (??/??/92)  213.782  (m)          701.38   (f) ADJ UNCH    1 2
 KD0618
 KD0618.Superseded values are not recommended for survey control.
 KD0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0618.See file dsdata.txt to determine how the superseded data were derived.
 KD0618
 KD0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD188343(NAD 83)
 KD0618_MARKER: DB = BENCH MARK DISK
 KD0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0618_SP_SET: CONCRETE POST
 KD0618_STAMPING: F 220 1948
 KD0618_MARK LOGO: CGS   
 KD0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0618+STABILITY: SURFACE MOTION
 KD0618
 KD0618  HISTORY     - Date     Condition        Report By
 KD0618  HISTORY     - 1948     MONUMENTED       CGS
 KD0618  HISTORY     - 1962     GOOD             NGS
 KD0618  HISTORY     - 1986     GOOD             NGS
 KD0618  HISTORY     - 20050322 MARK NOT FOUND   MODNR
 KD0618
 KD0618                          STATION DESCRIPTION
 KD0618
 KD0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0618'2.5 MI SW FROM MYRICK STATION.
 KD0618'2.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0618'MYRICK RAILROAD STATION, ACROSS THE TRACK FROM MILE POLE NO. 250,
 KD0618'110 FEET SOUTH ACROSS TRACK FROM THE MILEPOLE, 75 FEET NORTHWEST
 KD0618'OF THE CENTERLINE OF THE HIGHWAY, 54.3 FEET SOUTHEAST OF THE
 KD0618'SOUTHEAST RAIL, 2.9 FEET NORTHEAST OF AN ELM TREE, 1.5 FEET
 KD0618'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS AND
 KD0618'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 KD0618
 KD0618                          STATION RECOVERY (1986)
 KD0618
 KD0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0618'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.2 KM (3.85
 KD0618'MI) WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE IN LEXINGTON,
 KD0618'4.0 KM (2.5 MI) SOUTHWEST OF THE MISSOURI PACIFIC RAILROAD AT MYRICK.
 KD0618
 KD0618                          STATION RECOVERY (2005)
 KD0618
 KD0618'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0618'NOT RECOVERED, LAND OWNER SAID THE MARK HAS BEEN GONE SEVERAL YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0437 ***********************************************************************
 JD0437  DESIGNATION -  F 221 RESET
 JD0437  PID         -  JD0437
 JD0437  STATE/COUNTY-  MO/COOPER
 JD0437  USGS QUAD   -  BOONVILLE (1979)
 JD0437
 JD0437                         *CURRENT SURVEY CONTROL
 JD0437  ___________________________________________________________________
 JD0437* NAD 83(1986)-  38 58 46.     (N)    092 43 23.     (W)     SCALED    
 JD0437* NAVD 88     -       185.09   (meters)     607.2    (feet)  RESET     
 JD0437  ___________________________________________________________________
 JD0437  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JD0437
 JD0437  VERT ORDER  -  THIRD
 JD0437
 JD0437.The horizontal coordinates were scaled from a topographic map and have
 JD0437.an estimated accuracy of +/- 6 seconds.
 JD0437
 JD0437.The orthometric height was computed from unverified reset data.
 JD0437
 JD0437.The geoid height was determined by GEOID03.
 JD0437
 JD0437;                    North         East    Units  Estimated Accuracy
 JD0437;SPC MO C     -   349,170.      480,670.      MT  (+/- 180 meters Scaled)
 JD0437
 JD0437                          SUPERSEDED SURVEY CONTROL
 JD0437
 JD0437.No superseded survey control is available for this station.
 JD0437
 JD0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD239145(NAD 83)
 JD0437_MARKER: DB = BENCH MARK DISK
 JD0437_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JD0437+WITH SETTING: INTO GROUND
 JD0437_SP_SET: METAL ROD WITH BASE PLATE
 JD0437_STAMPING: F 221 RESET 1973
 JD0437_MARK LOGO: NGS   
 JD0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0437+STABILITY: SURFACE MOTION
 JD0437
 JD0437  HISTORY     - Date     Condition        Report By
 JD0437  HISTORY     - 1973     MONUMENTED       NGS
 JD0437  HISTORY     - 1986     GOOD             NGS
 JD0437
 JD0437                          STATION DESCRIPTION
 JD0437
 JD0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JD0437'1.2 MI E FROM BOONVILLE.
 JD0437'TO REACH THE BENCH MARK FROM THE INTERSECTION OF MAIN ST AND
 JD0437'MORGAN ST, 1 BLOCK SOUTH OF THE SOUTH END OF THE MISSOURI RIVER
 JD0437'BRIDGE AT THE NORTH EDGE OF BOONVILLE, GO EAST ON MORGAN ST
 JD0437'FOR 1.15 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTH
 JD0437'ON A GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT,
 JD0437'A POWER SUB STATION AND THE MARK ON THE LEFT.  THE MARK IS A
 JD0437'STANDARD DISK SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED
 JD0437'ROD 4 FEET DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 JD0437'ENCASED IN A 4 INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND
 JD0437'SURFACE, STAMPED F 221 RESET 1973.  IT IS 1.5 FEET EAST OF THE
 JD0437'NORTH ONE OF 2 POWER POLES.  NOTE-- THIS BENCH MARK REPLACES
 JD0437'F 221 1948 DESTROYED WHEN THE MISSOURI POWER AND LIGHT CO. POWER
 JD0437'PLANT BUILDING WAS REMOVED.
 JD0437
 JD0437                          STATION RECOVERY (1986)
 JD0437
 JD0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0141 ***********************************************************************
 KD0141  DESIGNATION -  F 222
 KD0141  PID         -  KD0141
 KD0141  STATE/COUNTY-  MO/HOWARD
 KD0141  USGS QUAD   -  FRANKLIN (1971)
 KD0141
 KD0141                         *CURRENT SURVEY CONTROL
 KD0141  ___________________________________________________________________
 KD0141* NAD 83(1986)-  39 00 00.     (N)    092 46 30.     (W)     SCALED    
 KD0141* NAVD 88     -       182.324  (meters)     598.17   (feet)  ADJUSTED  
 KD0141  ___________________________________________________________________
 KD0141  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KD0141  DYNAMIC HT  -         182.208 (meters)     597.79  (feet)  COMP
 KD0141  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 KD0141
 KD0141  VERT ORDER  -  FIRST     CLASS II
 KD0141
 KD0141.The horizontal coordinates were scaled from a topographic map and have
 KD0141.an estimated accuracy of +/- 6 seconds.
 KD0141
 KD0141.The orthometric height was determined by differential leveling
 KD0141.and adjusted by the National Geodetic Survey in June 1991..
 KD0141
 KD0141.The geoid height was determined by GEOID03.
 KD0141
 KD0141.The dynamic height is computed by dividing the NAVD 88
 KD0141.geopotential number by the normal gravity value computed on the
 KD0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0141.degrees latitude (g = 980.6199 gals.).
 KD0141
 KD0141.The modeled gravity was interpolated from observed gravity values.
 KD0141
 KD0141;                    North         East    Units  Estimated Accuracy
 KD0141;SPC MO C     -   351,470.      476,180.      MT  (+/- 180 meters Scaled)
 KD0141
 KD0141                          SUPERSEDED SURVEY CONTROL
 KD0141
 KD0141  NGVD 29 (??/??/92)  182.288  (m)          598.06   (f) ADJ UNCH    1 2
 KD0141
 KD0141.Superseded values are not recommended for survey control.
 KD0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0141.See file dsdata.txt to determine how the superseded data were derived.
 KD0141
 KD0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD194168(NAD 83)
 KD0141_MARKER: DB = BENCH MARK DISK
 KD0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0141_STAMPING: F 222 1948
 KD0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0141+STABILITY: SURFACE MOTION
 KD0141
 KD0141  HISTORY     - Date     Condition        Report By
 KD0141  HISTORY     - 1948     MONUMENTED       CGS
 KD0141  HISTORY     - 1967     GOOD             NGS
 KD0141  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0141
 KD0141                          STATION DESCRIPTION
 KD0141
 KD0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0141'2 MI NW FROM BOONVILLE.
 KD0141'2.0 MILES NORTHWEST ALONG STATE HIGHWAY NO. 87 FROM THE NORTH END
 KD0141'OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT BOONVILLE, 209.0
 KD0141'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 55.5 FEET
 KD0141'SOUTHEAST OF THE SOUTH CORNER OF THE FARM RESIDENCE OF R.M.
 KD0141'CHANCELLOR, 1.0 FOOT NORTHEAST OF THE NORTH CORNER OF A GARAGE,
 KD0141'38.4 FEET SOUTH OF THE SOUTH SIDE OF A 5-FOOT MAPLE TREE, 1.2 FEET
 KD0141'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 KD0141'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KD0141
 KD0141                          STATION RECOVERY (1967)
 KD0141
 KD0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0141'RECOVERED IN GOOD CONDITION.
 KD0141
 KD0141                          STATION RECOVERY (1986)
 KD0141
 KD0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0447 ***********************************************************************
 JD0447  DESIGNATION -  F 223
 JD0447  PID         -  JD0447
 JD0447  STATE/COUNTY-  MO/HOWARD
 JD0447  USGS QUAD   -  BOONVILLE (1979)
 JD0447
 JD0447                         *CURRENT SURVEY CONTROL
 JD0447  ___________________________________________________________________
 JD0447* NAD 83(1986)-  38 59 37.     (N)    092 44 45.     (W)     SCALED    
 JD0447* NAVD 88     -       180.558  (meters)     592.38   (feet)  ADJUSTED  
 JD0447  ___________________________________________________________________
 JD0447  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD0447  DYNAMIC HT  -         180.443 (meters)     592.00  (feet)  COMP
 JD0447  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 JD0447
 JD0447  VERT ORDER  -  FIRST     CLASS II
 JD0447
 JD0447.The horizontal coordinates were scaled from a topographic map and have
 JD0447.an estimated accuracy of +/- 6 seconds.
 JD0447
 JD0447.The orthometric height was determined by differential leveling
 JD0447.and adjusted by the National Geodetic Survey in June 1991..
 JD0447
 JD0447.The geoid height was determined by GEOID03.
 JD0447
 JD0447.The dynamic height is computed by dividing the NAVD 88
 JD0447.geopotential number by the normal gravity value computed on the
 JD0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0447.degrees latitude (g = 980.6199 gals.).
 JD0447
 JD0447.The modeled gravity was interpolated from observed gravity values.
 JD0447
 JD0447;                    North         East    Units  Estimated Accuracy
 JD0447;SPC MO C     -   350,750.      478,700.      MT  (+/- 180 meters Scaled)
 JD0447
 JD0447                          SUPERSEDED SURVEY CONTROL
 JD0447
 JD0447  NGVD 29 (??/??/92)  180.521  (m)          592.26   (f) ADJ UNCH    1 2
 JD0447
 JD0447.Superseded values are not recommended for survey control.
 JD0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0447.See file dsdata.txt to determine how the superseded data were derived.
 JD0447
 JD0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD220160(NAD 83)
 JD0447_MARKER: DB = BENCH MARK DISK
 JD0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0447_SP_SET: CONCRETE POST
 JD0447_STAMPING: F 223 1948
 JD0447_MARK LOGO: CGS   
 JD0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0447+STABILITY: SURFACE MOTION
 JD0447
 JD0447  HISTORY     - Date     Condition        Report By
 JD0447  HISTORY     - 1948     MONUMENTED       CGS
 JD0447  HISTORY     - 1986     GOOD             NGS
 JD0447
 JD0447                          STATION DESCRIPTION
 JD0447
 JD0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0447'AT BOONVILLE.
 JD0447'AT BOONVILLE, ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY NO. 40
 JD0447'FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER THE MISSOURI
 JD0447'RIVER AT BOONVILLE, NEAR THE BOONVILLE AIRPORT, 104.2 FEET
 JD0447'WEST OF THE CENTER LINE OF THE HIGHWAY, 20.7 FEET NORTH OF THE
 JD0447'NORTHWEST CORNER OF THE IMPERIAL SERVICE STATION BUILDING,
 JD0447'70.5 FEET SOUTHWEST OF THE SOUTHWEST FACE OF THE MOST NORTHERLY
 JD0447'ONE OF TWO LARGE VERTICAL STORAGE TANKS, 0.7 FOOT NORTHWEST
 JD0447'OF THE NORTHWEST CORNER OF THE CONCRETE SLAB AT THE GREASE
 JD0447'LIFT, LEVEL WITH THE CONCRETE SLAB, SET IN THE TOP OF A CONCRETE
 JD0447'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JD0447
 JD0447                          STATION RECOVERY (1986)
 JD0447
 JD0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0378 ***********************************************************************
 KD0378  DESIGNATION -  F 224
 KD0378  PID         -  KD0378
 KD0378  STATE/COUNTY-  MO/SALINE
 KD0378  USGS QUAD   -  MIAMI (1979)
 KD0378
 KD0378                         *CURRENT SURVEY CONTROL
 KD0378  ___________________________________________________________________
 KD0378* NAD 83(1986)-  39 21 09.     (N)    093 11 37.     (W)     SCALED    
 KD0378* NAVD 88     -       194.971  (meters)     639.67   (feet)  ADJUSTED  
 KD0378  ___________________________________________________________________
 KD0378  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KD0378  DYNAMIC HT  -         194.855 (meters)     639.29  (feet)  COMP
 KD0378  MODELED GRAV-     980,027.0   (mgal)                       NAVD 88
 KD0378
 KD0378  VERT ORDER  -  FIRST     CLASS II
 KD0378
 KD0378.The horizontal coordinates were scaled from a topographic map and have
 KD0378.an estimated accuracy of +/- 6 seconds.
 KD0378
 KD0378.The orthometric height was determined by differential leveling
 KD0378.and adjusted by the National Geodetic Survey in June 1991..
 KD0378
 KD0378.The geoid height was determined by GEOID03.
 KD0378
 KD0378.The dynamic height is computed by dividing the NAVD 88
 KD0378.geopotential number by the normal gravity value computed on the
 KD0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0378.degrees latitude (g = 980.6199 gals.).
 KD0378
 KD0378.The modeled gravity was interpolated from observed gravity values.
 KD0378
 KD0378;                    North         East    Units  Estimated Accuracy
 KD0378;SPC MO C     -   390,790.      440,220.      MT  (+/- 180 meters Scaled)
 KD0378
 KD0378                          SUPERSEDED SURVEY CONTROL
 KD0378
 KD0378  NGVD 29 (??/??/92)  194.952  (m)          639.61   (f) ADJ UNCH    1 2
 KD0378
 KD0378.Superseded values are not recommended for survey control.
 KD0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0378.See file dsdata.txt to determine how the superseded data were derived.
 KD0378
 KD0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD833559(NAD 83)
 KD0378_MARKER: DB = BENCH MARK DISK
 KD0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0378_STAMPING: F 224 1948
 KD0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0378+STABILITY: SURFACE MOTION
 KD0378
 KD0378  HISTORY     - Date     Condition        Report By
 KD0378  HISTORY     - 1948     MONUMENTED       CGS
 KD0378
 KD0378                          STATION DESCRIPTION
 KD0378
 KD0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0378'3 MI NE FROM MIAMI.
 KD0378'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0378'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0378'1.0 MILE NORTHEAST, 0.7 MILE NORTH, 0.25 MILE EAST, 0.6 MILE
 KD0378'NORTH AND 0.4 MILE EAST ALONG DIRT ROADS, AT A JUNCTION OF AN
 KD0378'EAST-WEST ROAD AND A ROAD LEADING SOUTH AND A ROAD LEADING NORTH,
 KD0378'IN LINE WITH THE EXTENSION TO SOUTH OF THE CENTER LINE OF THE
 KD0378'ROAD LEADING NORTH, 14.0 FEET WEST OF THE CENTER LINE OF THE ROAD
 KD0378'LEADING SOUTH, 21.0 FEET SOUTH OF THE CENTER LINE OF THE
 KD0378'EAST-WEST ROAD, 42.0 FEET SOUTH OF A 60-INCH COTTONWOOD TREE, 4.0
 KD0378'FEET WEST OF A FENCE CORNER POST, 2.0 FEET EAST OF A REFERENCE
 KD0378'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 KD0378'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0674 ***********************************************************************
 HC0674  DESIGNATION -  F 225
 HC0674  PID         -  HC0674
 HC0674  STATE/COUNTY-  MO/PHELPS
 HC0674  USGS QUAD   -  ROLLA (1992)
 HC0674
 HC0674                         *CURRENT SURVEY CONTROL
 HC0674  ___________________________________________________________________
 HC0674* NAD 83(1986)-  37 58 26.     (N)    091 45 16.     (W)     SCALED    
 HC0674* NAVD 88     -       339.680  (meters)    1114.43   (feet)  ADJUSTED  
 HC0674  ___________________________________________________________________
 HC0674  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HC0674  DYNAMIC HT  -         339.429 (meters)    1113.61  (feet)  COMP
 HC0674  MODELED GRAV-     979,883.4   (mgal)                       NAVD 88
 HC0674
 HC0674  VERT ORDER  -  FIRST     CLASS II
 HC0674
 HC0674.The horizontal coordinates were scaled from a topographic map and have
 HC0674.an estimated accuracy of +/- 6 seconds.
 HC0674
 HC0674.The orthometric height was determined by differential leveling
 HC0674.and adjusted by the National Geodetic Survey in June 1991..
 HC0674
 HC0674.The geoid height was determined by GEOID03.
 HC0674
 HC0674.The dynamic height is computed by dividing the NAVD 88
 HC0674.geopotential number by the normal gravity value computed on the
 HC0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0674.degrees latitude (g = 980.6199 gals.).
 HC0674
 HC0674.The modeled gravity was interpolated from observed gravity values.
 HC0674
 HC0674;                    North         East    Units  Estimated Accuracy
 HC0674;SPC MO C     -   237,800.      565,500.      MT  (+/- 180 meters Scaled)
 HC0674
 HC0674                          SUPERSEDED SURVEY CONTROL
 HC0674
 HC0674  NGVD 29 (??/??/92)  339.636  (m)         1114.29   (f) ADJ UNCH    1 2
 HC0674
 HC0674.Superseded values are not recommended for survey control.
 HC0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0674.See file dsdata.txt to determine how the superseded data were derived.
 HC0674
 HC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC093036(NAD 83)
 HC0674_MARKER: DB = BENCH MARK DISK
 HC0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0674_STAMPING: F 225 1949
 HC0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0674+STABILITY: SURFACE MOTION
 HC0674
 HC0674  HISTORY     - Date     Condition        Report By
 HC0674  HISTORY     - 1949     MONUMENTED       CGS
 HC0674  HISTORY     - 1950     GOOD             NGS
 HC0674
 HC0674                          STATION DESCRIPTION
 HC0674
 HC0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0674'1.8 MI NE FROM ROLLA.
 HC0674'ABOUT 1.85 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HC0674'RAILWAY FROM THE STATION AT ROLLA, AT A PRIVATE TRAIL CROSSING,
 HC0674'AT THE NORTHEAST END OF A CUT, AT THE OUTSIDE OF A CURVE, 51
 HC0674'FEET WEST OF THE CENTER OF THE CROSSING, 45 FEET NORTHWEST
 HC0674'OF THE NORTHWEST RAIL, 10.5 FEET SOUTHWEST OF THE SOUTHWEST GATE
 HC0674'POST, 1 FOOT SOUTHEAST OF THE R/W FENCE, 2 FEET SOUTHWEST OF A
 HC0674'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 HC0674'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HC0674
 HC0674                          STATION RECOVERY (1950)
 HC0674
 HC0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 HC0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0778 ***********************************************************************
 JC0778  DESIGNATION -  F 226
 JC0778  PID         -  JC0778
 JC0778  STATE/COUNTY-  MO/CRAWFORD
 JC0778  USGS QUAD   -  SULLIVAN (1980)
 JC0778
 JC0778                         *CURRENT SURVEY CONTROL
 JC0778  ___________________________________________________________________
 JC0778* NAD 83(1986)-  38 09 50.     (N)    091 13 24.     (W)     SCALED    
 JC0778* NAVD 88     -       278.987  (meters)     915.31   (feet)  ADJUSTED  
 JC0778  ___________________________________________________________________
 JC0778  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 JC0778  DYNAMIC HT  -         278.794 (meters)     914.68  (feet)  COMP
 JC0778  MODELED GRAV-     979,928.6   (mgal)                       NAVD 88
 JC0778
 JC0778  VERT ORDER  -  FIRST     CLASS II
 JC0778
 JC0778.The horizontal coordinates were scaled from a topographic map and have
 JC0778.an estimated accuracy of +/- 6 seconds.
 JC0778
 JC0778.The orthometric height was determined by differential leveling
 JC0778.and adjusted by the National Geodetic Survey in June 1991..
 JC0778
 JC0778.The geoid height was determined by GEOID03.
 JC0778
 JC0778.The dynamic height is computed by dividing the NAVD 88
 JC0778.geopotential number by the normal gravity value computed on the
 JC0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0778.degrees latitude (g = 980.6199 gals.).
 JC0778
 JC0778.The modeled gravity was interpolated from observed gravity values.
 JC0778
 JC0778;                    North         East    Units  Estimated Accuracy
 JC0778;SPC MO E     -   258,870.      186,610.      MT  (+/- 180 meters Scaled)
 JC0778
 JC0778                          SUPERSEDED SURVEY CONTROL
 JC0778
 JC0778  NGVD 29 (??/??/92)  279.000  (m)          915.35   (f) ADJ UNCH    1 2
 JC0778
 JC0778.Superseded values are not recommended for survey control.
 JC0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0778.See file dsdata.txt to determine how the superseded data were derived.
 JC0778
 JC0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC556254(NAD 83)
 JC0778_MARKER: DB = BENCH MARK DISK
 JC0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0778_SP_SET: CULVERT
 JC0778_STAMPING: F 226 1949
 JC0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0778
 JC0778  HISTORY     - Date     Condition        Report By
 JC0778  HISTORY     - 1949     MONUMENTED       CGS
 JC0778
 JC0778                          STATION DESCRIPTION
 JC0778
 JC0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0778'1.6 MI NE FROM BOURBON.
 JC0778'ABOUT 1.6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0778'RAILWAY FROM THE STATION AT BOURBON, AT MILE POLE 72-34, SET IN
 JC0778'THE TOP AND THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 2 FOOT
 JC0778'CONCRETE CULVERT UNDER U.S. HIGHWAY 66, 61 FEET NORTHWEST OF THE
 JC0778'NORTHWEST RAIL, 16.5 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 JC0778'HIGHWAY 66, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND ABOUT
 JC0778'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0426 ***********************************************************************
 JC0426  DESIGNATION -  F 227
 JC0426  PID         -  JC0426
 JC0426  STATE/COUNTY-  MO/FRANKLIN
 JC0426  USGS QUAD   -  ST CLAIR (1969)
 JC0426
 JC0426                         *CURRENT SURVEY CONTROL
 JC0426  ___________________________________________________________________
 JC0426* NAD 83(1986)-  38 20 56.     (N)    090 58 49.     (W)     SCALED    
 JC0426* NAVD 88     -       234.277  (meters)     768.62   (feet)  ADJUSTED  
 JC0426  ___________________________________________________________________
 JC0426  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JC0426  DYNAMIC HT  -         234.121 (meters)     768.11  (feet)  COMP
 JC0426  MODELED GRAV-     979,958.2   (mgal)                       NAVD 88
 JC0426
 JC0426  VERT ORDER  -  FIRST     CLASS II
 JC0426
 JC0426.The horizontal coordinates were scaled from a topographic map and have
 JC0426.an estimated accuracy of +/- 6 seconds.
 JC0426
 JC0426.The orthometric height was determined by differential leveling
 JC0426.and adjusted by the National Geodetic Survey in June 1991..
 JC0426
 JC0426.The geoid height was determined by GEOID03.
 JC0426
 JC0426.The dynamic height is computed by dividing the NAVD 88
 JC0426.geopotential number by the normal gravity value computed on the
 JC0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0426.degrees latitude (g = 980.6199 gals.).
 JC0426
 JC0426.The modeled gravity was interpolated from observed gravity values.
 JC0426
 JC0426;                    North         East    Units  Estimated Accuracy
 JC0426;SPC MO E     -   279,270.      208,020.      MT  (+/- 180 meters Scaled)
 JC0426
 JC0426                          SUPERSEDED SURVEY CONTROL
 JC0426
 JC0426  NGVD 29 (??/??/92)  234.323  (m)          768.77   (f) ADJ UNCH    1 2
 JC0426
 JC0426.Superseded values are not recommended for survey control.
 JC0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0426.See file dsdata.txt to determine how the superseded data were derived.
 JC0426
 JC0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC764464(NAD 83)
 JC0426_MARKER: DB = BENCH MARK DISK
 JC0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0426_SP_SET: BUILDING
 JC0426_STAMPING: F 227 1949
 JC0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0426
 JC0426  HISTORY     - Date     Condition        Report By
 JC0426  HISTORY     - 1949     MONUMENTED       CGS
 JC0426  HISTORY     - 1972     GOOD             NGS
 JC0426
 JC0426                          STATION DESCRIPTION
 JC0426
 JC0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0426'AT ST CLAIR.
 JC0426'AT ST. CLAIR, ABOUT 0.15 MILE NORTH OF THE ST. LOUIS-SAN FRANCISCO
 JC0426'RAILWAY FROM THE STATION, SET VERTICALLY AND ABOUT 2 FEET ABOVE
 JC0426'THE GROUND IN THE EAST FACE OF THE CONCRETE FOUNDATION OF RED
 JC0426'BRICK FACTORY BUILDING HOUSING THE INTERNATIONAL SHOE COMPANY,
 JC0426'60 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 1.8 FEET SOUTH
 JC0426'OF THE NORTHEAST CORNER OF THE BUILDING AND ABOUT 5 FEET ABOVE
 JC0426'THE LEVEL OF THE TRACK.
 JC0426
 JC0426                          STATION RECOVERY (1972)
 JC0426
 JC0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JC0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0745 ***********************************************************************
 HD0745  DESIGNATION -  F 23
 HD0745  PID         -  HD0745
 HD0745  STATE/COUNTY-  MO/POLK
 HD0745  USGS QUAD   -  WALNUT GROVE (1975)
 HD0745
 HD0745                         *CURRENT SURVEY CONTROL
 HD0745  ___________________________________________________________________
 HD0745* NAD 83(1986)-  37 29 01.     (N)    093 32 20.     (W)     SCALED    
 HD0745* NAVD 88     -       336.670  (meters)    1104.56   (feet)  ADJUSTED  
 HD0745  ___________________________________________________________________
 HD0745  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HD0745  DYNAMIC HT  -         336.408 (meters)    1103.70  (feet)  COMP
 HD0745  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 HD0745
 HD0745  VERT ORDER  -  SECOND    CLASS 0
 HD0745
 HD0745.The horizontal coordinates were scaled from a topographic map and have
 HD0745.an estimated accuracy of +/- 6 seconds.
 HD0745
 HD0745.The orthometric height was determined by differential leveling
 HD0745.and adjusted by the National Geodetic Survey in June 1991..
 HD0745
 HD0745.The geoid height was determined by GEOID03.
 HD0745
 HD0745.The dynamic height is computed by dividing the NAVD 88
 HD0745.geopotential number by the normal gravity value computed on the
 HD0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0745.degrees latitude (g = 980.6199 gals.).
 HD0745
 HD0745.The modeled gravity was interpolated from observed gravity values.
 HD0745
 HD0745;                    North         East    Units  Estimated Accuracy
 HD0745;SPC MO C     -   183,630.      408,120.      MT  (+/- 180 meters Scaled)
 HD0745
 HD0745                          SUPERSEDED SURVEY CONTROL
 HD0745
 HD0745.No superseded survey control is available for this station.
 HD0745
 HD0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB523486(NAD 83)
 HD0745_MARKER: DB = BENCH MARK DISK
 HD0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0745_STAMPING: F 23 1934
 HD0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0745+STABILITY: SURFACE MOTION
 HD0745
 HD0745  HISTORY     - Date     Condition        Report By
 HD0745  HISTORY     - 1934     MONUMENTED       CGS
 HD0745
 HD0745                          STATION DESCRIPTION
 HD0745
 HD0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0745'AT EUDORA.
 HD0745'AT EUDORA, POLK COUNTY, ON THE RIGHT-OF-WAY OF THE ABANDONED
 HD0745'ST. LOUIS-SAN FRANCISCO RAILWAY, 165 FEET SOUTH OF THE SOUTHEAST
 HD0745'CORNER OF THE ALCOTT AND ALCOTT STORE (IN 1934), 47 FEET EAST OF
 HD0745'MAIN STREET, AND 58 FEET WEST OF THE CENTERLINE OF THE OLD
 HD0745'ROADBED.  A STANDARD DISK, STAMPED F 23 1934 AND SET IN THE TOP
 HD0745'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0139 ***********************************************************************
 KE0139  DESIGNATION -  F 231
 KE0139  PID         -  KE0139
 KE0139  STATE/COUNTY-  MO/JACKSON
 KE0139  USGS QUAD   -  INDEPENDENCE (1990)
 KE0139
 KE0139                         *CURRENT SURVEY CONTROL
 KE0139  ___________________________________________________________________
 KE0139* NAD 83(1986)-  39 03 59.     (N)    094 24 53.     (W)     SCALED    
 KE0139* NAVD 88     -       311.108  (meters)    1020.69   (feet)  ADJUSTED  
 KE0139  ___________________________________________________________________
 KE0139  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0139  DYNAMIC HT  -         310.905 (meters)    1020.03  (feet)  COMP
 KE0139  MODELED GRAV-     979,967.0   (mgal)                       NAVD 88
 KE0139
 KE0139  VERT ORDER  -  FIRST     CLASS II
 KE0139
 KE0139.The horizontal coordinates were scaled from a topographic map and have
 KE0139.an estimated accuracy of +/- 6 seconds.
 KE0139
 KE0139.The orthometric height was determined by differential leveling
 KE0139.and adjusted by the National Geodetic Survey in June 1991..
 KE0139
 KE0139.The geoid height was determined by GEOID03.
 KE0139
 KE0139.The dynamic height is computed by dividing the NAVD 88
 KE0139.geopotential number by the normal gravity value computed on the
 KE0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0139.degrees latitude (g = 980.6199 gals.).
 KE0139
 KE0139.The modeled gravity was interpolated from observed gravity values.
 KE0139
 KE0139;                    North         East    Units  Estimated Accuracy
 KE0139;SPC MO W     -   321,820.      857,380.      MT  (+/- 180 meters Scaled)
 KE0139
 KE0139                          SUPERSEDED SURVEY CONTROL
 KE0139
 KE0139  NGVD 29 (??/??/92)  311.020  (m)         1020.40   (f) ADJ UNCH    1 2
 KE0139
 KE0139.Superseded values are not recommended for survey control.
 KE0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0139.See file dsdata.txt to determine how the superseded data were derived.
 KE0139
 KE0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD776250(NAD 83)
 KE0139_MARKER: DB = BENCH MARK DISK
 KE0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0139_STAMPING: F 231 1950
 KE0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0139+STABILITY: SURFACE MOTION
 KE0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0139+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2001
 KE0139
 KE0139  HISTORY     - Date     Condition        Report By
 KE0139  HISTORY     - 1950     MONUMENTED       CGS
 KE0139  HISTORY     - 1981     GOOD             NGS
 KE0139  HISTORY     - 20010322 GOOD             SKW
 KE0139  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0139
 KE0139                          STATION DESCRIPTION
 KE0139
 KE0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KE0139'2.2 MI SE FROM INDEPENDENCE.
 KE0139'2.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0139'THE STATION AT INDEPENDENCE, AT THE CROSSING OF SOUTH OSAGE
 KE0139'STREET, 144 YARDS NORTH OF A BRIDGE OVER THE ALTON RAILROAD,
 KE0139'118 FEET WEST OF THE CENTER LINE OF NOLAN ROAD, 38 FEET SOUTH
 KE0139'OF THE CENTER LINE OF OSAGE STREET, 23.2 FEET WEST OF THE WEST
 KE0139'RAIL, 28 FEET SOUTHEAST OF A POWER POLE, 33 FEET EAST OF THE
 KE0139'CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT NORTH OF A WITNESS
 KE0139'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 KE0139'FOOT ABOVE THE GROUND.
 KE0139
 KE0139                          STATION RECOVERY (1981)
 KE0139
 KE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0139'RECOVERED IN GOOD CONDITION.
 KE0139
 KE0139                          STATION RECOVERY (2001)
 KE0139
 KE0139'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 KE0139'RECOVERED IN GOOD CONDITION.
 KE0139
 KE0139                          STATION RECOVERY (2001)
 KE0139
 KE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0139'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0461 ***********************************************************************
 KD0461  DESIGNATION -  F 232
 KD0461  PID         -  KD0461
 KD0461  STATE/COUNTY-  MO/SALINE
 KD0461  USGS QUAD   -  BLACKBURN (1978)
 KD0461
 KD0461                         *CURRENT SURVEY CONTROL
 KD0461  ___________________________________________________________________
 KD0461* NAD 83(1986)-  39 00 47.     (N)    093 24 53.     (W)     SCALED    
 KD0461* NAVD 88     -       212.725  (meters)     697.92   (feet)  ADJUSTED  
 KD0461  ___________________________________________________________________
 KD0461  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0461  DYNAMIC HT  -         212.589 (meters)     697.47  (feet)  COMP
 KD0461  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 KD0461
 KD0461  VERT ORDER  -  FIRST     CLASS II
 KD0461
 KD0461.The horizontal coordinates were scaled from a topographic map and have
 KD0461.an estimated accuracy of +/- 6 seconds.
 KD0461
 KD0461.The orthometric height was determined by differential leveling
 KD0461.and adjusted by the National Geodetic Survey in June 1991..
 KD0461.WARNING-Repeat measurements at this control monument indicate possible
 KD0461.vertical movement.
 KD0461
 KD0461.The geoid height was determined by GEOID03.
 KD0461
 KD0461.The dynamic height is computed by dividing the NAVD 88
 KD0461.geopotential number by the normal gravity value computed on the
 KD0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0461.degrees latitude (g = 980.6199 gals.).
 KD0461
 KD0461.The modeled gravity was interpolated from observed gravity values.
 KD0461
 KD0461;                    North         East    Units  Estimated Accuracy
 KD0461;SPC MO C     -   353,280.      420,780.      MT  (+/- 180 meters Scaled)
 KD0461
 KD0461                          SUPERSEDED SURVEY CONTROL
 KD0461
 KD0461  NGVD 29 (??/??/92)  212.641  (m)          697.64   (f) ADJ UNCH    1 2
 KD0461
 KD0461.Superseded values are not recommended for survey control.
 KD0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0461.See file dsdata.txt to determine how the superseded data were derived.
 KD0461
 KD0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD640183(NAD 83)
 KD0461_MARKER: DB = BENCH MARK DISK
 KD0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0461_STAMPING: F 232 1950
 KD0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0461+STABILITY: SURFACE MOTION
 KD0461
 KD0461  HISTORY     - Date     Condition        Report By
 KD0461  HISTORY     - 1950     MONUMENTED       CGS
 KD0461  HISTORY     - 1962     GOOD             NGS
 KD0461
 KD0461                          STATION DESCRIPTION
 KD0461
 KD0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KD0461'3.6 MI N FROM SWEET SPRINGS.
 KD0461'3.6 MILES NOTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0461'SCHOOL AT SWEET SPRINGS, AT THE ENTRANCE TO THE CLIFFORD SCHROEDER
 KD0461'FARM HOME, 109 FEET NORTHEAST OF A POWER LINE POLE LOCATED ON
 KD0461'THE SOUTH SIDE OF THE HIGHWAY, 44 FEET SOUTHEAST OF A MAPLE
 KD0461'TREE, 36 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE, 28
 KD0461'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET SOUTH
 KD0461'OF A YARD FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, AND SET
 KD0461'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KD0461'GROUND.
 KD0461
 KD0461                          STATION RECOVERY (1962)
 KD0461
 KD0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0916 ***********************************************************************
 JC0916  DESIGNATION -  F 234
 JC0916  PID         -  JC0916
 JC0916  STATE/COUNTY-  MO/MARIES
 JC0916  USGS QUAD   -  VIENNA (1981)
 JC0916
 JC0916                         *CURRENT SURVEY CONTROL
 JC0916  ___________________________________________________________________
 JC0916* NAD 83(1986)-  38 09 11.     (N)    091 53 31.     (W)     SCALED    
 JC0916* NAVD 88     -       261.426  (meters)     857.70   (feet)  ADJUSTED  
 JC0916  ___________________________________________________________________
 JC0916  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JC0916  DYNAMIC HT  -         261.243 (meters)     857.09  (feet)  COMP
 JC0916  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 JC0916
 JC0916  VERT ORDER  -  FIRST     CLASS II
 JC0916
 JC0916.The horizontal coordinates were scaled from a topographic map and have
 JC0916.an estimated accuracy of +/- 6 seconds.
 JC0916
 JC0916.The orthometric height was determined by differential leveling
 JC0916.and adjusted by the National Geodetic Survey in June 1991..
 JC0916
 JC0916.The geoid height was determined by GEOID03.
 JC0916
 JC0916.The dynamic height is computed by dividing the NAVD 88
 JC0916.geopotential number by the normal gravity value computed on the
 JC0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0916.degrees latitude (g = 980.6199 gals.).
 JC0916
 JC0916.The modeled gravity was interpolated from observed gravity values.
 JC0916
 JC0916;                    North         East    Units  Estimated Accuracy
 JC0916;SPC MO C     -   257,600.      553,290.      MT  (+/- 180 meters Scaled)
 JC0916
 JC0916                          SUPERSEDED SURVEY CONTROL
 JC0916
 JC0916  NGVD 29 (??/??/92)  261.400  (m)          857.61   (f) ADJ UNCH    1 2
 JC0916
 JC0916.Superseded values are not recommended for survey control.
 JC0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0916.See file dsdata.txt to determine how the superseded data were derived.
 JC0916
 JC0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC970233(NAD 83)
 JC0916_MARKER: DB = BENCH MARK DISK
 JC0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0916_SP_SET: CONCRETE POST
 JC0916_STAMPING: F 234 1950
 JC0916_MARK LOGO: CGS   
 JC0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0916+STABILITY: SURFACE MOTION
 JC0916
 JC0916  HISTORY     - Date     Condition        Report By
 JC0916  HISTORY     - 1950     MONUMENTED       CGS
 JC0916  HISTORY     - 19860816 GOOD             NGS
 JC0916
 JC0916                          STATION DESCRIPTION
 JC0916
 JC0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JC0916'5 MI SE FROM VIENNA.
 JC0916'5.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 63 FROM THE SCHOOL AT VIENNA,
 JC0916'ABOUT 400 FEET WEST OF A FARMHOUSE LOCATED ON TOP OF A HILL, 166
 JC0916'FEET SOUTHEAST OF TELEPHONE POLE 1104, 115 FEET SOUTH OF TELEPHONE
 JC0916'POLE 1105, 81 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.9
 JC0916'FEET WEST OF A REFERENCE POST, 1.5 FEET NORTH OF A FENCE, AND SET
 JC0916'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JC0916
 JC0916                          STATION RECOVERY (1986)
 JC0916
 JC0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0916'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.0 KM (4.35
 JC0916'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE
 JC0916'HIGHWAY 42 IN VIENNA, THENCE 1.0 KM (0.6 MI) EASTERLY ALONG COUNTY
 JC0916'ROAD 325.  DELETE--1.9 FEET WEST OF A REFERENCE POST, AND 1.5 FEET
 JC0916'NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0797 ***********************************************************************
 HD0797  DESIGNATION -  F 24
 HD0797  PID         -  HD0797
 HD0797  STATE/COUNTY-  MO/CEDAR
 HD0797  USGS QUAD   -  WAGONER (1956)
 HD0797
 HD0797                         *CURRENT SURVEY CONTROL
 HD0797  ___________________________________________________________________
 HD0797* NAD 83(1986)-  37 43 31.     (N)    093 52 36.     (W)     SCALED    
 HD0797* NAVD 88     -       262.850  (meters)     862.37   (feet)  ADJUSTED  
 HD0797  ___________________________________________________________________
 HD0797  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HD0797  DYNAMIC HT  -         262.653 (meters)     861.72  (feet)  COMP
 HD0797  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 HD0797
 HD0797  VERT ORDER  -  SECOND    CLASS 0
 HD0797
 HD0797.The horizontal coordinates were scaled from a topographic map and have
 HD0797.an estimated accuracy of +/- 6 seconds.
 HD0797
 HD0797.The orthometric height was determined by differential leveling
 HD0797.and adjusted by the National Geodetic Survey in June 1991..
 HD0797
 HD0797.The geoid height was determined by GEOID03.
 HD0797
 HD0797.The dynamic height is computed by dividing the NAVD 88
 HD0797.geopotential number by the normal gravity value computed on the
 HD0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0797.degrees latitude (g = 980.6199 gals.).
 HD0797
 HD0797.The modeled gravity was interpolated from observed gravity values.
 HD0797
 HD0797;                    North         East    Units  Estimated Accuracy
 HD0797;SPC MO W     -   173,140.      904,950.      MT  (+/- 180 meters Scaled)
 HD0797
 HD0797                          SUPERSEDED SURVEY CONTROL
 HD0797
 HD0797  NGVD 29 (??/??/92)  262.737  (m)          862.00   (f) ADJ UNCH    2 0
 HD0797
 HD0797.Superseded values are not recommended for survey control.
 HD0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0797.See file dsdata.txt to determine how the superseded data were derived.
 HD0797
 HD0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB227756(NAD 83)
 HD0797_MARKER: DB = BENCH MARK DISK
 HD0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0797_STAMPING: E 24 1940
 HD0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0797+STABILITY: SURFACE MOTION
 HD0797
 HD0797  HISTORY     - Date     Condition        Report By
 HD0797  HISTORY     - 1940     MONUMENTED       CGS
 HD0797  HISTORY     - 1940     GOOD             NGS
 HD0797
 HD0797                          STATION DESCRIPTION
 HD0797
 HD0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HD0797'5 MI NW FROM STOCKTON.
 HD0797'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE COUNTY
 HD0797'COURTHOUSE AT STOCKTON, CEDAR COUNTY, 0.5 MILE SOUTHEAST OF A
 HD0797'BRIDGE OVER CEDAR CREEK, ON THE D.L. BALL PROPERTY, 100 YARDS
 HD0797'EAST OF THE FARMHOUSE, 17 FEET WEST OF THE CENTERLINE OF A
 HD0797'PRIVATE ROAD, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HD0797'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 HD0797'DISK, STAMPED E 24 1940 AND SET IN THE TOP OF A CONCRETE POST
 HD0797'PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1479 ***********************************************************************
 JD1479  DESIGNATION -  F 245
 JD1479  PID         -  JD1479
 JD1479  STATE/COUNTY-  MO/HENRY
 JD1479  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1479
 JD1479                         *CURRENT SURVEY CONTROL
 JD1479  ___________________________________________________________________
 JD1479* NAD 83(1986)-  38 22 29.     (N)    093 46 34.     (W)     SCALED    
 JD1479* NAVD 88     -       247.625  (meters)     812.42   (feet)  ADJUSTED  
 JD1479  ___________________________________________________________________
 JD1479  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JD1479  DYNAMIC HT  -         247.453 (meters)     811.85  (feet)  COMP
 JD1479  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 JD1479
 JD1479  VERT ORDER  -  SECOND    CLASS 0
 JD1479
 JD1479.The horizontal coordinates were scaled from a topographic map and have
 JD1479.an estimated accuracy of +/- 6 seconds.
 JD1479
 JD1479.The orthometric height was determined by differential leveling
 JD1479.and adjusted by the National Geodetic Survey in June 1991..
 JD1479
 JD1479.The geoid height was determined by GEOID03.
 JD1479
 JD1479.The dynamic height is computed by dividing the NAVD 88
 JD1479.geopotential number by the normal gravity value computed on the
 JD1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1479.degrees latitude (g = 980.6199 gals.).
 JD1479
 JD1479.The modeled gravity was interpolated from observed gravity values.
 JD1479
 JD1479;                    North         East    Units  Estimated Accuracy
 JD1479;SPC MO W     -   245,290.      913,250.      MT  (+/- 180 meters Scaled)
 JD1479
 JD1479                          SUPERSEDED SURVEY CONTROL
 JD1479
 JD1479  NGVD 29 (??/??/92)  247.512  (m)          812.05   (f) ADJ UNCH    2 0
 JD1479
 JD1479.Superseded values are not recommended for survey control.
 JD1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1479.See file dsdata.txt to determine how the superseded data were derived.
 JD1479
 JD1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC322476(NAD 83)
 JD1479_MARKER: DB = BENCH MARK DISK
 JD1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1479_STAMPING: F 245 1962
 JD1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1479+STABILITY: SURFACE MOTION
 JD1479
 JD1479  HISTORY     - Date     Condition        Report By
 JD1479  HISTORY     - 1962     MONUMENTED       CGS
 JD1479
 JD1479                          STATION DESCRIPTION
 JD1479
 JD1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1479'AT CLINTON.
 JD1479'ABOUT 400 FEET NORTHWEST OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1479'STATION AT CLINTON, 75 FEET SOUTH OF AN EAST-WEST STREET BY
 JD1479'THE CITY WATER TOWER, AND SET FLUSH WITH THE GROUND IN THE TOP
 JD1479'OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION FOR THE
 JD1479'STAND PIPE IN THE CENTER OF THE 6 TOWER LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0833 ***********************************************************************
 JD0833  DESIGNATION -  F 246
 JD0833  PID         -  JD0833
 JD0833  STATE/COUNTY-  MO/PETTIS
 JD0833  USGS QUAD   -  SEDALIA EAST (1973)
 JD0833
 JD0833                         *CURRENT SURVEY CONTROL
 JD0833  ___________________________________________________________________
 JD0833* NAD 83(1986)-  38 41 38.     (N)    093 14 13.     (W)     SCALED    
 JD0833* NAVD 88     -       274.969  (meters)     902.13   (feet)  ADJUSTED  
 JD0833  ___________________________________________________________________
 JD0833  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0833  DYNAMIC HT  -         274.781 (meters)     901.51  (feet)  COMP
 JD0833  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 JD0833
 JD0833  VERT ORDER  -  SECOND    CLASS 0
 JD0833
 JD0833.The horizontal coordinates were scaled from a topographic map and have
 JD0833.an estimated accuracy of +/- 6 seconds.
 JD0833
 JD0833.The orthometric height was determined by differential leveling
 JD0833.and adjusted by the National Geodetic Survey in June 1991..
 JD0833
 JD0833.The geoid height was determined by GEOID03.
 JD0833
 JD0833.The dynamic height is computed by dividing the NAVD 88
 JD0833.geopotential number by the normal gravity value computed on the
 JD0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0833.degrees latitude (g = 980.6199 gals.).
 JD0833
 JD0833.The modeled gravity was interpolated from observed gravity values.
 JD0833
 JD0833;                    North         East    Units  Estimated Accuracy
 JD0833;SPC MO C     -   317,710.      435,890.      MT  (+/- 180 meters Scaled)
 JD0833
 JD0833                          SUPERSEDED SURVEY CONTROL
 JD0833
 JD0833  NGVD 29 (??/??/92)  274.870  (m)          901.80   (f) ADJ UNCH    2 0
 JD0833
 JD0833.Superseded values are not recommended for survey control.
 JD0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0833.See file dsdata.txt to determine how the superseded data were derived.
 JD0833
 JD0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC793828(NAD 83)
 JD0833_MARKER: DB = BENCH MARK DISK
 JD0833_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0833_SP_SET: 13 FEET
 JD0833_STAMPING: F 246 1962
 JD0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0833
 JD0833  HISTORY     - Date     Condition        Report By
 JD0833  HISTORY     - 1962     MONUMENTED       CGS
 JD0833
 JD0833                          STATION DESCRIPTION
 JD0833
 JD0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0833'1.4 MI SW FROM SEDALIA.
 JD0833'ABOUT 1.4 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD0833'RAILROAD FROM THE STATION AT SEDALIA, 51 FEET NORTHWEST OF THE
 JD0833'CENTER OF THE CROSSING WITH GRAND AVENUE, 43 1/2 FEET WEST OF
 JD0833'THE CENTER LINE OF GRAND AVENUE, 35 1/2 FEET NORTH-NORTHWEST
 JD0833'OF THE NORTH-NORTHWEST RAIL, 8 1/2 FEET NORTHWEST OF A BRACED
 JD0833'TELEPHONE POLE, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST,
 JD0833'ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS, AND ON THE TOP OF A
 JD0833'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET
 JD0833'AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0475 ***********************************************************************
 JE0475  DESIGNATION -  F 247
 JE0475  PID         -  JE0475
 JE0475  STATE/COUNTY-  MO/ST CLAIR
 JE0475  USGS QUAD   -  ROCKVILLE (1991)
 JE0475
 JE0475                         *CURRENT SURVEY CONTROL
 JE0475  ___________________________________________________________________
 JE0475* NAD 83(1986)-  38 00 18.     (N)    094 03 21.     (W)     SCALED    
 JE0475* NAVD 88     -       222.946  (meters)     731.45   (feet)  ADJUSTED  
 JE0475  ___________________________________________________________________
 JE0475  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE0475  DYNAMIC HT  -         222.781 (meters)     730.91  (feet)  COMP
 JE0475  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 JE0475
 JE0475  VERT ORDER  -  SECOND    CLASS 0
 JE0475
 JE0475.The horizontal coordinates were scaled from a topographic map and have
 JE0475.an estimated accuracy of +/- 6 seconds.
 JE0475
 JE0475.The orthometric height was determined by differential leveling
 JE0475.and adjusted by the National Geodetic Survey in June 1991..
 JE0475
 JE0475.The geoid height was determined by GEOID03.
 JE0475
 JE0475.The dynamic height is computed by dividing the NAVD 88
 JE0475.geopotential number by the normal gravity value computed on the
 JE0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0475.degrees latitude (g = 980.6199 gals.).
 JE0475
 JE0475.The modeled gravity was interpolated from observed gravity values.
 JE0475
 JE0475;                    North         East    Units  Estimated Accuracy
 JE0475;SPC MO W     -   204,100.      889,010.      MT  (+/- 180 meters Scaled)
 JE0475
 JE0475                          SUPERSEDED SURVEY CONTROL
 JE0475
 JE0475  NGVD 29 (??/??/92)  222.845  (m)          731.12   (f) ADJ UNCH    2 0
 JE0475
 JE0475.Superseded values are not recommended for survey control.
 JE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0475.See file dsdata.txt to determine how the superseded data were derived.
 JE0475
 JE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC073068(NAD 83)
 JE0475_MARKER: DB = BENCH MARK DISK
 JE0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0475_SP_SET: CONCRETE FRAME
 JE0475_STAMPING: F 247 1962
 JE0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0475
 JE0475  HISTORY     - Date     Condition        Report By
 JE0475  HISTORY     - 1962     MONUMENTED       CGS
 JE0475  HISTORY     - 1964     GOOD             NGS
 JE0475
 JE0475                          STATION DESCRIPTION
 JE0475
 JE0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JE0475'4 MI E FROM SCHELL CITY.
 JE0475'ABOUT 0.5 MILE SOUTH ALONG COUNTY ROAD AA FROM THE POST OFFICE
 JE0475'AT SCHELL CITY, THENCE 3.45 MILES EAST ALONG A DIRT AND GRAVELED
 JE0475'ROAD, OR ABOUT 0.35 MILE SOUTH ALONG COUNTY ROAD H FROM THE
 JE0475'NORTH END OF THE HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE,
 JE0475'THENCE 3.5 MILES WEST ALONG A DIRT AND GRAVELED ROAD, IN SECTION
 JE0475'6, T 37 N, R 28 W, 0.4 MILE EAST OF THE VERNON-ST. CLAIR COUNTY
 JE0475'LINE, 31 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET
 JE0475'IN THE CENTER OF THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 JE0475'FRAME FOR A FLOODGATE WHICH CONTROLS THE WATER LEVEL IN A GAME
 JE0475'PRESERVE LAKE, 13 1/2 FEET NORTH-NORTHWEST OF A PLATFORM
 JE0475'CONTAINING CONTROLS FOR THE FLOODGATE AND ABOUT 6 FEET BELOW
 JE0475'THE LEVEL OF THE ROAD.
 JE0475
 JE0475                          STATION RECOVERY (1964)
 JE0475
 JE0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JE0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0982 ***********************************************************************
 HD0982  DESIGNATION -  F 248
 HD0982  PID         -  HD0982
 HD0982  STATE/COUNTY-  MO/CEDAR
 HD0982  USGS QUAD   -  FILLEY (1991)
 HD0982
 HD0982                         *CURRENT SURVEY CONTROL
 HD0982  ___________________________________________________________________
 HD0982* NAD 83(1986)-  37 52 10.     (N)    093 53 35.     (W)     SCALED    
 HD0982* NAVD 88     -       269.215  (meters)     883.25   (feet)  ADJUSTED  
 HD0982  ___________________________________________________________________
 HD0982  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HD0982  DYNAMIC HT  -         269.014 (meters)     882.59  (feet)  COMP
 HD0982  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 HD0982
 HD0982  VERT ORDER  -  SECOND    CLASS 0
 HD0982
 HD0982.The horizontal coordinates were scaled from a topographic map and have
 HD0982.an estimated accuracy of +/- 6 seconds.
 HD0982
 HD0982.The orthometric height was determined by differential leveling
 HD0982.and adjusted by the National Geodetic Survey in June 1991..
 HD0982
 HD0982.The geoid height was determined by GEOID03.
 HD0982
 HD0982.The dynamic height is computed by dividing the NAVD 88
 HD0982.geopotential number by the normal gravity value computed on the
 HD0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0982.degrees latitude (g = 980.6199 gals.).
 HD0982
 HD0982.The modeled gravity was interpolated from observed gravity values.
 HD0982
 HD0982;                    North         East    Units  Estimated Accuracy
 HD0982;SPC MO W     -   189,130.      903,400.      MT  (+/- 180 meters Scaled)
 HD0982
 HD0982                          SUPERSEDED SURVEY CONTROL
 HD0982
 HD0982  NGVD 29 (??/??/92)  269.107  (m)          882.90   (f) ADJ UNCH    2 0
 HD0982
 HD0982.Superseded values are not recommended for survey control.
 HD0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0982.See file dsdata.txt to determine how the superseded data were derived.
 HD0982
 HD0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB214917(NAD 83)
 HD0982_MARKER: DB = BENCH MARK DISK
 HD0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0982_SP_SET: CULVERT
 HD0982_STAMPING: F 248 1963
 HD0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0982
 HD0982  HISTORY     - Date     Condition        Report By
 HD0982  HISTORY     - 1963     MONUMENTED       CGS
 HD0982
 HD0982                          STATION DESCRIPTION
 HD0982
 HD0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HD0982'AT CEDAR SPRINGS.
 HD0982'AT CEDAR SPRINGS, 248 FEET SOUTHEAST OF THE CENTER LINE OF
 HD0982'U.S. HIGHWAY 54, 12 FEET NORTHEAST OF THE CENTER LINE OF STATE
 HD0982'HIGHWAY 39, IN SECTION 22, T 36 N, R 27 W, ABOUT 321 FEET
 HD0982'SOUTHEAST OF THE SOUTH CORNER OF A STORE, ABOUT LEVEL WITH THE
 HD0982'HIGHWAY, AND SET IN THE TOP AND CENTER OF THE NORTHEAST CONCRETE
 HD0982'HEADWALL OF A BOX TYPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1768 ***********************************************************************
 JD1768  DESIGNATION -  F 249
 JD1768  PID         -  JD1768
 JD1768  STATE/COUNTY-  MO/ST CLAIR
 JD1768  USGS QUAD   -  MONEGAW SPRINGS (1991)
 JD1768
 JD1768                         *CURRENT SURVEY CONTROL
 JD1768  ___________________________________________________________________
 JD1768* NAD 83(1986)-  38 07 02.     (N)    093 47 54.     (W)     SCALED    
 JD1768* NAVD 88     -       253.755  (meters)     832.53   (feet)  ADJUSTED  
 JD1768  ___________________________________________________________________
 JD1768  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JD1768  DYNAMIC HT  -         253.572 (meters)     831.93  (feet)  COMP
 JD1768  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 JD1768
 JD1768  VERT ORDER  -  SECOND    CLASS 0
 JD1768
 JD1768.The horizontal coordinates were scaled from a topographic map and have
 JD1768.an estimated accuracy of +/- 6 seconds.
 JD1768
 JD1768.The orthometric height was determined by differential leveling
 JD1768.and adjusted by the National Geodetic Survey in June 1991..
 JD1768
 JD1768.The geoid height was determined by GEOID03.
 JD1768
 JD1768.The dynamic height is computed by dividing the NAVD 88
 JD1768.geopotential number by the normal gravity value computed on the
 JD1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1768.degrees latitude (g = 980.6199 gals.).
 JD1768
 JD1768.The modeled gravity was interpolated from observed gravity values.
 JD1768
 JD1768;                    North         East    Units  Estimated Accuracy
 JD1768;SPC MO W     -   216,690.      911,530.      MT  (+/- 180 meters Scaled)
 JD1768
 JD1768                          SUPERSEDED SURVEY CONTROL
 JD1768
 JD1768  NGVD 29 (??/??/92)  253.639  (m)          832.15   (f) ADJ UNCH    2 0
 JD1768
 JD1768.Superseded values are not recommended for survey control.
 JD1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1768.See file dsdata.txt to determine how the superseded data were derived.
 JD1768
 JD1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC300191(NAD 83)
 JD1768_MARKER: DB = BENCH MARK DISK
 JD1768_SETTING: 66 = SET IN ROCK OUTCROP
 JD1768_SP_SET: BEDROCK
 JD1768_STAMPING: F 249 1963
 JD1768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1768+STABILITY: POSITION/ELEVATION WELL
 JD1768
 JD1768  HISTORY     - Date     Condition        Report By
 JD1768  HISTORY     - 1963     MONUMENTED       CGS
 JD1768
 JD1768                          STATION DESCRIPTION
 JD1768
 JD1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1768'5.8 MI SW FROM LOWRY CITY.
 JD1768'ABOUT 0.15 MILE WEST ALONG AN ASPHALT STREET FROM THE ST. LOUIS-SAN
 JD1768'FRANCISCO RAILWAY STATION AT LOWRY CITY, THENCE 4.2 MILES
 JD1768'SOUTHWEST ALONG STATE ROAD D, THENCE 1.45 MILES WEST ALONG A
 JD1768'GRAVELED DIRT ROAD, IN SECTION 29, T 29 N, R 26 W, AT THE JUNCTION
 JD1768'OF THE ROAD AND A DIRT ROAD LEADING SOUTH, 23 FEET SOUTH OF THE
 JD1768'CENTER LINE OF THE EAST-WEST ROAD, 9 FEET EAST-SOUTHEAST OF A POWER
 JD1768'POLE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JD1768'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF BED ROCK OF
 JD1768'A NARROW DITCH THAT FORMS A CURVE AROUND A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0952 ***********************************************************************
 GD0952  DESIGNATION -  F 25
 GD0952  PID         -  GD0952
 GD0952  STATE/COUNTY-  MO/SCOTT
 GD0952  USGS QUAD   -  VANDUSER (1963)
 GD0952
 GD0952                         *CURRENT SURVEY CONTROL
 GD0952  ___________________________________________________________________
 GD0952* NAD 83(1986)-  36 59 34.     (N)    089 38 07.     (W)     SCALED    
 GD0952* NAVD 88     -        96.752  (meters)     317.43   (feet)  ADJUSTED  
 GD0952  ___________________________________________________________________
 GD0952  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD0952  DYNAMIC HT  -          96.680 (meters)     317.19  (feet)  COMP
 GD0952  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 GD0952
 GD0952  VERT ORDER  -  SECOND    CLASS 0
 GD0952
 GD0952.The horizontal coordinates were scaled from a topographic map and have
 GD0952.an estimated accuracy of +/- 6 seconds.
 GD0952
 GD0952.The orthometric height was determined by differential leveling
 GD0952.and adjusted by the National Geodetic Survey in June 1991..
 GD0952
 GD0952.The geoid height was determined by GEOID03.
 GD0952
 GD0952.The dynamic height is computed by dividing the NAVD 88
 GD0952.geopotential number by the normal gravity value computed on the
 GD0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0952.degrees latitude (g = 980.6199 gals.).
 GD0952
 GD0952.The modeled gravity was interpolated from observed gravity values.
 GD0952
 GD0952;                    North         East    Units  Estimated Accuracy
 GD0952;SPC MO E     -   129,000.      326,970.      MT  (+/- 180 meters Scaled)
 GD0952
 GD0952                          SUPERSEDED SURVEY CONTROL
 GD0952
 GD0952  NGVD 29 (??/??/??)   96.699  (m)          317.25   (f) ADJUSTED    2 0
 GD0952
 GD0952.Superseded values are not recommended for survey control.
 GD0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0952.See file dsdata.txt to determine how the superseded data were derived.
 GD0952
 GD0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF654973(NAD 83)
 GD0952_MARKER: DB = BENCH MARK DISK
 GD0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0952_STAMPING: F 25 1933
 GD0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0952+STABILITY: SURFACE MOTION
 GD0952
 GD0952  HISTORY     - Date     Condition        Report By
 GD0952  HISTORY     - 1933     MONUMENTED       CGS
 GD0952  HISTORY     - 20020518 POOR             USACE
 GD0952
 GD0952                          STATION DESCRIPTION
 GD0952
 GD0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0952'6.2 MI S FROM ORAN.
 GD0952'6-1/2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GD0952'ORAN, SCOTT COUNTY, 200 FEET NORTH OF POLE 157-10, 70 FEET WEST OF
 GD0952'THE CORNER OF A HOUSE, 45 FEET EAST OF THE EAST RAIL OF THE
 GD0952'MAIN TRACK, AND 40 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD
 GD0952'TO VANDUSER.  A STANDARD DISK, STAMPED F 25 1933 AND SET IN THE
 GD0952'TOP OF A CONCRETE POST.
 GD0952
 GD0952                          STATION RECOVERY (2002)
 GD0952
 GD0952'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0952'THE STATION WAS FOUND LYING OVER HIT BY CONSTRUCTION CREW, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1677 ***********************************************************************
 JD1677  DESIGNATION -  F 250
 JD1677  PID         -  JD1677
 JD1677  STATE/COUNTY-  MO/HENRY
 JD1677  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1677
 JD1677                         *CURRENT SURVEY CONTROL
 JD1677  ___________________________________________________________________
 JD1677* NAD 83(1986)-  38 17 16.     (N)    093 49 26.     (W)     SCALED    
 JD1677* NAVD 88     -       221.138  (meters)     725.52   (feet)  ADJUSTED  
 JD1677  ___________________________________________________________________
 JD1677  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JD1677  DYNAMIC HT  -         220.983 (meters)     725.01  (feet)  COMP
 JD1677  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 JD1677
 JD1677  VERT ORDER  -  SECOND    CLASS 0
 JD1677
 JD1677.The horizontal coordinates were scaled from a topographic map and have
 JD1677.an estimated accuracy of +/- 6 seconds.
 JD1677
 JD1677.The orthometric height was determined by differential leveling
 JD1677.and adjusted by the National Geodetic Survey in June 1991..
 JD1677
 JD1677.The geoid height was determined by GEOID03.
 JD1677
 JD1677.The dynamic height is computed by dividing the NAVD 88
 JD1677.geopotential number by the normal gravity value computed on the
 JD1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1677.degrees latitude (g = 980.6199 gals.).
 JD1677
 JD1677.The modeled gravity was interpolated from observed gravity values.
 JD1677
 JD1677;                    North         East    Units  Estimated Accuracy
 JD1677;SPC MO W     -   235,610.      909,150.      MT  (+/- 180 meters Scaled)
 JD1677
 JD1677                          SUPERSEDED SURVEY CONTROL
 JD1677
 JD1677  NGVD 29 (??/??/92)  221.029  (m)          725.16   (f) ADJ UNCH    2 0
 JD1677
 JD1677.Superseded values are not recommended for survey control.
 JD1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1677.See file dsdata.txt to determine how the superseded data were derived.
 JD1677
 JD1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC279380(NAD 83)
 JD1677_MARKER: DB = BENCH MARK DISK
 JD1677_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1677_SP_SET: 12 FEET
 JD1677_STAMPING: F 250 1963
 JD1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1677
 JD1677  HISTORY     - Date     Condition        Report By
 JD1677  HISTORY     - 1963     MONUMENTED       CGS
 JD1677
 JD1677                          STATION DESCRIPTION
 JD1677
 JD1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1677'6.6 MI SW FROM CLINTON.
 JD1677'ABOUT 3.55 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1677'RAILROAD FROM THE STATION AT CLINTON, THENCE 3.1 MILES SOUTH
 JD1677'ALONG A GRAVELED ROAD, IN SECTION 5, T 40 N, R 26 W, 0.5 MILE
 JD1677'NORTH OF THE INTERSECTION WITH STATE ROAD VV, 0.25 MILE NORTH
 JD1677'OF A SMALL BRIDGE, 0.15 MILE SOUTH OF A FARMHOUSE ON THE EAST
 JD1677'SIDE OF THE ROAD, 113 FEET SOUTH-SOUTHWEST OF AND ACROSS THE
 JD1677'ROAD FROM A LONE HACKBERRY TREE, 29 FEET WEST OF THE
 JD1677'CENTER LINE OF THE ROAD, 4 FEET SOUTH OF A FENCE CORNER ON THE
 JD1677'SOUTH SIDE OF A DENSE ROW OF TREES, 20 FEET SOUTH OF THE CENTER
 JD1677'LINE OF A TRAIL ROAD LEADING WEST, 11 FEET NORTH OF THE CENTER
 JD1677'LINE OF A FIELD GATE, 3 1/2 FEET WEST-SOUTHWEST OF A POWER POLE,
 JD1677'1 FOOT EAST OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 JD1677'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 JD1677'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET AND
 JD1677'IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0642 ***********************************************************************
 JE0642  DESIGNATION -  F 251
 JE0642  PID         -  JE0642
 JE0642  STATE/COUNTY-  MO/BATES
 JE0642  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0642
 JE0642                         *CURRENT SURVEY CONTROL
 JE0642  ___________________________________________________________________
 JE0642* NAD 83(1986)-  38 13 12.     (N)    094 19 46.     (W)     SCALED    
 JE0642* NAVD 88     -       242.363  (meters)     795.15   (feet)  ADJUSTED  
 JE0642  ___________________________________________________________________
 JE0642  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0642  DYNAMIC HT  -         242.188 (meters)     794.58  (feet)  COMP
 JE0642  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 JE0642
 JE0642  VERT ORDER  -  SECOND    CLASS 0
 JE0642
 JE0642.The horizontal coordinates were scaled from a topographic map and have
 JE0642.an estimated accuracy of +/- 6 seconds.
 JE0642
 JE0642.The orthometric height was determined by differential leveling
 JE0642.and adjusted by the National Geodetic Survey in June 1991..
 JE0642
 JE0642.The geoid height was determined by GEOID03.
 JE0642
 JE0642.The dynamic height is computed by dividing the NAVD 88
 JE0642.geopotential number by the normal gravity value computed on the
 JE0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0642.degrees latitude (g = 980.6199 gals.).
 JE0642
 JE0642.The modeled gravity was interpolated from observed gravity values.
 JE0642
 JE0642;                    North         East    Units  Estimated Accuracy
 JE0642;SPC MO W     -   227,880.      864,940.      MT  (+/- 180 meters Scaled)
 JE0642
 JE0642                          SUPERSEDED SURVEY CONTROL
 JE0642
 JE0642  NGVD 29 (??/??/92)  242.243  (m)          794.76   (f) ADJ UNCH    2 0
 JE0642
 JE0642.Superseded values are not recommended for survey control.
 JE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0642.See file dsdata.txt to determine how the superseded data were derived.
 JE0642
 JE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC836310(NAD 83)
 JE0642_MARKER: DB = BENCH MARK DISK
 JE0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0642_SP_SET: CULVERT
 JE0642_STAMPING: F 251 1963
 JE0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0642
 JE0642  HISTORY     - Date     Condition        Report By
 JE0642  HISTORY     - 1963     MONUMENTED       CGS
 JE0642
 JE0642                          STATION DESCRIPTION
 JE0642
 JE0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0642'5 MI SE FROM BUTLER.
 JE0642'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0642'FROM THE STATION AT BUTLER, THENCE 0.9 MILE EAST ALONG A GRAVELED
 JE0642'ROAD, THENCE 1.15 MILES EAST ALONG STATE HIGHWAY 52, IN SECTION
 JE0642'35, T 40 N, R 31 W, MIDWAY BETWEEN TWO SHALLOW CUTS, 45 FEET
 JE0642'NORTH OF THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTH OF THE
 JE0642'NORTH HIGHWAY RIGHT OF WAY FENCE, ABOUT 6 FEET BELOW THE LEVEL
 JE0642'OF THE HIGHWAY, AND SET IN THE TOP OF THE EAST END OF THE NORTH
 JE0642'CONCRETE HEADWALL OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0336 ***********************************************************************
 JE0336  DESIGNATION -  F 252
 JE0336  PID         -  JE0336
 JE0336  STATE/COUNTY-  MO/BATES
 JE0336  USGS QUAD   -  BUTLER (1961)
 JE0336
 JE0336                         *CURRENT SURVEY CONTROL
 JE0336  ___________________________________________________________________
 JE0336* NAD 83(1986)-  38 21 38.     (N)    094 21 14.     (W)     SCALED    
 JE0336* NAVD 88     -       263.963  (meters)     866.02   (feet)  ADJUSTED  
 JE0336  ___________________________________________________________________
 JE0336  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JE0336  DYNAMIC HT  -         263.774 (meters)     865.40  (feet)  COMP
 JE0336  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 JE0336
 JE0336  VERT ORDER  -  FIRST     CLASS II
 JE0336
 JE0336.The horizontal coordinates were scaled from a topographic map and have
 JE0336.an estimated accuracy of +/- 6 seconds.
 JE0336
 JE0336.The orthometric height was determined by differential leveling
 JE0336.and adjusted by the National Geodetic Survey in June 1991..
 JE0336
 JE0336.The geoid height was determined by GEOID03.
 JE0336
 JE0336.The dynamic height is computed by dividing the NAVD 88
 JE0336.geopotential number by the normal gravity value computed on the
 JE0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0336.degrees latitude (g = 980.6199 gals.).
 JE0336
 JE0336.The modeled gravity was interpolated from observed gravity values.
 JE0336
 JE0336;                    North         East    Units  Estimated Accuracy
 JE0336;SPC MO W     -   243,480.      862,770.      MT  (+/- 180 meters Scaled)
 JE0336
 JE0336                          SUPERSEDED SURVEY CONTROL
 JE0336
 JE0336  NGVD 29 (??/??/92)  263.840  (m)          865.62   (f) ADJ UNCH    1 2
 JE0336
 JE0336.Superseded values are not recommended for survey control.
 JE0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0336.See file dsdata.txt to determine how the superseded data were derived.
 JE0336
 JE0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC817466(NAD 83)
 JE0336_MARKER: DB = BENCH MARK DISK
 JE0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0336_SP_SET: CULVERT
 JE0336_STAMPING: F 252 1963
 JE0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0336
 JE0336  HISTORY     - Date     Condition        Report By
 JE0336  HISTORY     - 1963     MONUMENTED       CGS
 JE0336
 JE0336                          STATION DESCRIPTION
 JE0336
 JE0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0336'2.3 MI S FROM ADRIAN.
 JE0336'ABOUT 2.3 MI S ALONG THE MISSOURI PACIFIC RR FROM THE STATION
 JE0336'AT ADRIAN, OR 2.85 MI N ALONG THE MISSOURI PACIFIC RR FROM THE
 JE0336'POST OFFICE AT PASSAIC, 1 POLE S OF MILEPOST 280, 18 FT E OF
 JE0336'THE E RAIL, ABOUT 8 FT BELOW THE LEVEL OF THE RAILS, AND SET
 JE0336'IN THE TOP OF THE S END OF THE E CONCRETE HEADWALL OF A LARGE
 JE0336'BOX TYPE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0508 ***********************************************************************
 JE0508  DESIGNATION -  F 253
 JE0508  PID         -  JE0508
 JE0508  STATE/COUNTY-  MO/BATES
 JE0508  USGS QUAD   -  MAIN CITY (1961)
 JE0508
 JE0508                         *CURRENT SURVEY CONTROL
 JE0508  ___________________________________________________________________
 JE0508* NAD 83(1986)-  38 26 22.     (N)    094 28 57.     (W)     SCALED    
 JE0508* NAVD 88     -       264.482  (meters)     867.72   (feet)  ADJUSTED  
 JE0508  ___________________________________________________________________
 JE0508  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0508  DYNAMIC HT  -         264.296 (meters)     867.11  (feet)  COMP
 JE0508  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 JE0508
 JE0508  VERT ORDER  -  SECOND    CLASS 0
 JE0508
 JE0508.The horizontal coordinates were scaled from a topographic map and have
 JE0508.an estimated accuracy of +/- 6 seconds.
 JE0508
 JE0508.The orthometric height was determined by differential leveling
 JE0508.and adjusted by the National Geodetic Survey in June 1991..
 JE0508
 JE0508.The geoid height was determined by GEOID03.
 JE0508
 JE0508.The dynamic height is computed by dividing the NAVD 88
 JE0508.geopotential number by the normal gravity value computed on the
 JE0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0508.degrees latitude (g = 980.6199 gals.).
 JE0508
 JE0508.The modeled gravity was interpolated from observed gravity values.
 JE0508
 JE0508;                    North         East    Units  Estimated Accuracy
 JE0508;SPC MO W     -   252,230.      851,530.      MT  (+/- 180 meters Scaled)
 JE0508
 JE0508                          SUPERSEDED SURVEY CONTROL
 JE0508
 JE0508  NGVD 29 (??/??/92)  264.365  (m)          867.34   (f) ADJ UNCH    2 0
 JE0508
 JE0508.Superseded values are not recommended for survey control.
 JE0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0508.See file dsdata.txt to determine how the superseded data were derived.
 JE0508
 JE0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC706556(NAD 83)
 JE0508_MARKER: DB = BENCH MARK DISK
 JE0508_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0508_SP_SET: 13 FEET
 JE0508_STAMPING: F 253 1963
 JE0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0508
 JE0508  HISTORY     - Date     Condition        Report By
 JE0508  HISTORY     - 1963     MONUMENTED       CGS
 JE0508  HISTORY     - 20060106 POOR             INDIV
 JE0508
 JE0508                          STATION DESCRIPTION
 JE0508
 JE0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0508'10.2 MI NW FROM ADRIAN.
 JE0508'ABOUT 7.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0508'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 3.0 MILES NORTH ALONG
 JE0508'A GRAVELED ROAD, OR 0.1 MILE NORTH ALONG THE MISSOURI PACIFIC
 JE0508'RAILROAD FROM THE STATION AT ARCHIE, THENCE 7.7 MILES WEST
 JE0508'ALONG STATE ROAD A TO A COUNTRY STORE, THENCE 1.05 MILES SOUTH
 JE0508'ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE EAST ALONG A GRAVELED
 JE0508'ROAD, THENCE 1.4 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.55
 JE0508'MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 JE0508'GRAVELED ROAD, 0.5 MILE NORTH OF THE BURDETTE BAPTIST CHURCH,
 JE0508'38 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 95 FEET SOUTH
 JE0508'OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD LEADING EAST,
 JE0508'13 FEET NORTH OF THE CENTER LINE OF THE EAST ENTRANCE TO THE
 JE0508'BURDETTE CEMETERY, 23 1/2 FEET SOUTHWEST OF A LONE 20-INCH
 JE0508'ELM TREE, 1 FOOT EAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL
 JE0508'WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 JE0508'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 JE0508'A DEPTH OF 13 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS
 JE0508'3 INCHES.
 JE0508
 JE0508                          STATION RECOVERY (2006)
 JE0508
 JE0508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0508'FOUND IN POOR CONDITION.  MARKER IS SEVERELY BENT.  THE LONE 20-INCH
 JE0508'ELM TREE HAS BEEN REMOVED.  THE FENCE HAS BEEN REMOVED.  THE 6-INCH
 JE0508'TILE IS DESTROYED.  THE MARKER IS NOW FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0561 ***********************************************************************
 JE0561  DESIGNATION -  F 254
 JE0561  PID         -  JE0561
 JE0561  STATE/COUNTY-  MO/BATES
 JE0561  USGS QUAD   -  VIRGINIA (1961)
 JE0561
 JE0561                         *CURRENT SURVEY CONTROL
 JE0561  ___________________________________________________________________
 JE0561* NAD 83(1986)-  38 20 21.     (N)    094 29 44.     (W)     SCALED    
 JE0561* NAVD 88     -       252.599  (meters)     828.74   (feet)  ADJUSTED  
 JE0561  ___________________________________________________________________
 JE0561  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0561  DYNAMIC HT  -         252.419 (meters)     828.14  (feet)  COMP
 JE0561  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 JE0561
 JE0561  VERT ORDER  -  SECOND    CLASS 0
 JE0561
 JE0561.The horizontal coordinates were scaled from a topographic map and have
 JE0561.an estimated accuracy of +/- 6 seconds.
 JE0561
 JE0561.The orthometric height was determined by differential leveling
 JE0561.and adjusted by the National Geodetic Survey in June 1991..
 JE0561
 JE0561.The geoid height was determined by GEOID03.
 JE0561
 JE0561.The dynamic height is computed by dividing the NAVD 88
 JE0561.geopotential number by the normal gravity value computed on the
 JE0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0561.degrees latitude (g = 980.6199 gals.).
 JE0561
 JE0561.The modeled gravity was interpolated from observed gravity values.
 JE0561
 JE0561;                    North         East    Units  Estimated Accuracy
 JE0561;SPC MO W     -   241,100.      850,390.      MT  (+/- 180 meters Scaled)
 JE0561
 JE0561                          SUPERSEDED SURVEY CONTROL
 JE0561
 JE0561  NGVD 29 (??/??/92)  252.475  (m)          828.33   (f) ADJ UNCH    2 0
 JE0561
 JE0561.Superseded values are not recommended for survey control.
 JE0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0561.See file dsdata.txt to determine how the superseded data were derived.
 JE0561
 JE0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC692445(NAD 83)
 JE0561_MARKER: DB = BENCH MARK DISK
 JE0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0561_SP_SET: BRIDGE
 JE0561_STAMPING: F 254 1963
 JE0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0561+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0561
 JE0561  HISTORY     - Date     Condition        Report By
 JE0561  HISTORY     - 1963     MONUMENTED       CGS
 JE0561  HISTORY     - 20051105 GOOD             INDIV
 JE0561
 JE0561                          STATION DESCRIPTION
 JE0561
 JE0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0561'5.6 MI E FROM AMSTERDAM.
 JE0561'ABOUT 0.7 MILES SOUTH ALONG STATE ROAD Y FROM THE POST OFFICE
 JE0561'AT AMSTERDAM, THENCE 3.0 MILES EAST ALONG STATE ROAD J, THENCE
 JE0561'1.95 MILES EAST ALONG A GRAVELED ROAD, 0.2 MILES EAST OF A NEW
 JE0561'RANCH TYPE HOUSE ON THE NORTH SIDE OF THE ROAD, 10 FEET SOUTH OF
 JE0561'THE CENTER LINE OF THE ROAD, 6 INCHES BELOW THE LEVEL OF THE ROAD,
 JE0561'AND SET IN THE TOP OF THE SOUTHEAST WING WALL OF A SMALL CONCRETE
 JE0561'BRIDGE.
 JE0561
 JE0561                          STATION RECOVERY (2005)
 JE0561
 JE0561'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2807 ***********************************************************************
 JD2807  DESIGNATION -  F 255 RESET
 JD2807  PID         -  JD2807
 JD2807  STATE/COUNTY-  MO/HENRY
 JD2807  USGS QUAD   -  HARTWELL (1981)
 JD2807
 JD2807                         *CURRENT SURVEY CONTROL
 JD2807  ___________________________________________________________________
 JD2807* NAD 83(1986)-  38 27 50.     (N)    093 59 36.     (W)     SCALED    
 JD2807* NAVD 88     -       228.36   (meters)     749.2    (feet)  RESET     
 JD2807  ___________________________________________________________________
 JD2807  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD2807
 JD2807  VERT ORDER  -  THIRD
 JD2807
 JD2807.The horizontal coordinates were scaled from a topographic map and have
 JD2807.an estimated accuracy of +/- 6 seconds.
 JD2807
 JD2807.The orthometric height was computed from unverified reset data.
 JD2807.No vertical observational check was made to the station.
 JD2807
 JD2807.The geoid height was determined by GEOID03.
 JD2807
 JD2807;                    North         East    Units  Estimated Accuracy
 JD2807;SPC MO W     -   255,060.      894,220.      MT  (+/- 180 meters Scaled)
 JD2807
 JD2807                          SUPERSEDED SURVEY CONTROL
 JD2807
 JD2807  NGVD 29 (02/22/06)  228.23   (m)          748.8    (f) RESET       3  
 JD2807
 JD2807.Superseded values are not recommended for survey control.
 JD2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2807.See file dsdata.txt to determine how the superseded data were derived.
 JD2807
 JD2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC133577(NAD 83)
 JD2807_MARKER: DB = BENCH MARK DISK
 JD2807_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JD2807_SP_SET: HEADWALL
 JD2807_STAMPING: F 255 RESET 1988
 JD2807_MARK LOGO: NGS   
 JD2807_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2807+STABILITY: SURFACE MOTION
 JD2807
 JD2807  HISTORY     - Date     Condition        Report By
 JD2807  HISTORY     - 1988     MONUMENTED       MOHC
 JD2807
 JD2807                          STATION DESCRIPTION
 JD2807
 JD2807'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1988
 JD2807'ABOUT 0.52 MILES SOUTHEAST ALONG MISSOURI STATE HIGHWAY 7 FROM ROUTE B
 JD2807'AT URICH, 90 FEET SOUTH OF THE CENTERLINE MEDIAN, 229 FEET EAST OF
 JD2807'EXTENDED CENTERLINE OF A GRAVEL ROAD LEADING NORTH TO URICH CEMETERY
 JD2807'ABOUT LEVEL WITH THE HIGHWAY IN SOUTH HEADWALL, BRIDGE A-4488.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0176 ***********************************************************************
 JE0176  DESIGNATION -  F 256
 JE0176  PID         -  JE0176
 JE0176  STATE/COUNTY-  MO/CASS
 JE0176  USGS QUAD   -  RAYMORE (1990)
 JE0176
 JE0176                         *CURRENT SURVEY CONTROL
 JE0176  ___________________________________________________________________
 JE0176* NAD 83(1986)-  38 46 15.     (N)    094 29 33.     (W)     SCALED    
 JE0176* NAVD 88     -       287.541  (meters)     943.37   (feet)  ADJUSTED  
 JE0176  ___________________________________________________________________
 JE0176  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0176  DYNAMIC HT  -         287.347 (meters)     942.74  (feet)  COMP
 JE0176  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 JE0176
 JE0176  VERT ORDER  -  FIRST     CLASS II
 JE0176
 JE0176.The horizontal coordinates were scaled from a topographic map and have
 JE0176.an estimated accuracy of +/- 6 seconds.
 JE0176
 JE0176.The orthometric height was determined by differential leveling
 JE0176.and adjusted by the National Geodetic Survey in June 1991..
 JE0176
 JE0176.The geoid height was determined by GEOID03.
 JE0176
 JE0176.The dynamic height is computed by dividing the NAVD 88
 JE0176.geopotential number by the normal gravity value computed on the
 JE0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0176.degrees latitude (g = 980.6199 gals.).
 JE0176
 JE0176.The modeled gravity was interpolated from observed gravity values.
 JE0176
 JE0176;                    North         East    Units  Estimated Accuracy
 JE0176;SPC MO W     -   289,010.      850,650.      MT  (+/- 180 meters Scaled)
 JE0176
 JE0176                          SUPERSEDED SURVEY CONTROL
 JE0176
 JE0176  NGVD 29 (??/??/92)  287.424  (m)          942.99   (f) ADJ UNCH    1 2
 JE0176
 JE0176.Superseded values are not recommended for survey control.
 JE0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0176.See file dsdata.txt to determine how the superseded data were derived.
 JE0176
 JE0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC703924(NAD 83)
 JE0176_MARKER: DB = BENCH MARK DISK
 JE0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0176_SP_SET: BRIDGE ABUTMENT
 JE0176_STAMPING: F 256 1963
 JE0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0176+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 JE0176
 JE0176  HISTORY     - Date     Condition        Report By
 JE0176  HISTORY     - 1963     MONUMENTED       CGS
 JE0176  HISTORY     - 20050423 GOOD             INDIV
 JE0176
 JE0176                          STATION DESCRIPTION
 JE0176
 JE0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0176'4.2 MI NW FROM PECULIAR.
 JE0176'ABOUT 4.15 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANISCO
 JE0176'RAILWAY FROM THE WATER TOWER AT PECULIAR, OR 1.65 MILES EAST
 JE0176'ALONG STATE HIGHWAY 58 FROM THE ASSEMBLY OF GOD CHURCH AT BELTON,
 JE0176'THENCE 3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 71, 50 FEET
 JE0176'NORTHEAST OF THE NORTHEAST RAIL, 17 FEET SOUTHWEST OF THE CENTER
 JE0176'LINE OF THE HIGHWAY, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 JE0176'HIGHWAY, AND SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 JE0176'CONCRETE ABUTEMENT OF A BRIDGE.
 JE0176
 JE0176                          STATION RECOVERY (2005)
 JE0176
 JE0176'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0176'ROAD IS NOW CALLED PECULIAR DRIVE.  US HIGHWAY 71 IS NOW A 4-LANE
 JE0176'HIGHWAY JUST TO THE IMMEDIATE EAST OF PECULIAR DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0323 ***********************************************************************
 JD0323  DESIGNATION -  F 257
 JD0323  PID         -  JD0323
 JD0323  STATE/COUNTY-  MO/MORGAN
 JD0323  USGS QUAD   -  STOVER (1982)
 JD0323
 JD0323                         *CURRENT SURVEY CONTROL
 JD0323  ___________________________________________________________________
 JD0323* NAD 83(1986)-  38 26 05.     (N)    092 58 37.     (W)     SCALED    
 JD0323* NAVD 88     -       324.989  (meters)    1066.23   (feet)  ADJUSTED  
 JD0323  ___________________________________________________________________
 JD0323  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD0323  DYNAMIC HT  -         324.754 (meters)    1065.46  (feet)  COMP
 JD0323  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 JD0323
 JD0323  VERT ORDER  -  SECOND    CLASS 0
 JD0323
 JD0323.The horizontal coordinates were scaled from a topographic map and have
 JD0323.an estimated accuracy of +/- 6 seconds.
 JD0323
 JD0323.The orthometric height was determined by differential leveling
 JD0323.and adjusted by the National Geodetic Survey in June 1991..
 JD0323
 JD0323.The geoid height was determined by GEOID03.
 JD0323
 JD0323.The dynamic height is computed by dividing the NAVD 88
 JD0323.geopotential number by the normal gravity value computed on the
 JD0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0323.degrees latitude (g = 980.6199 gals.).
 JD0323
 JD0323.The modeled gravity was interpolated from observed gravity values.
 JD0323
 JD0323;                    North         East    Units  Estimated Accuracy
 JD0323;SPC MO C     -   288,790.      458,360.      MT  (+/- 180 meters Scaled)
 JD0323
 JD0323                          SUPERSEDED SURVEY CONTROL
 JD0323
 JD0323  NGVD 29 (??/??/92)  324.867  (m)         1065.83   (f) ADJ UNCH    2 0
 JD0323
 JD0323.Superseded values are not recommended for survey control.
 JD0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0323.See file dsdata.txt to determine how the superseded data were derived.
 JD0323
 JD0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC020540(NAD 83)
 JD0323_MARKER: DB = BENCH MARK DISK
 JD0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0323_STAMPING: F 257 1963
 JD0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0323+STABILITY: SURFACE MOTION
 JD0323
 JD0323  HISTORY     - Date     Condition        Report By
 JD0323  HISTORY     - 1963     MONUMENTED       CGS
 JD0323
 JD0323                          STATION DESCRIPTION
 JD0323
 JD0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0323'0.8 MI E FROM STOVER.
 JD0323'ABOUT 0.85 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0323'RAILROAD FROM THE STATION AT STOVER, 99 FEET WEST OF MILEPOST
 JD0323'185, 62 FEET NORTH OF THE NORTH RAIL, 13 FEET NORTHEAST OF THE
 JD0323'CENTER LINE OF A PRIVATE ROAD, 18 FEET WEST OF AN 18-INCH WHITE
 JD0323'OAK TREE, 2 FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A METAL
 JD0323'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 JD0323'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1084 ***********************************************************************
 JD1084  DESIGNATION -  F 258
 JD1084  PID         -  JD1084
 JD1084  STATE/COUNTY-  MO/PETTIS
 JD1084  USGS QUAD   -  IONIA (1973)
 JD1084
 JD1084                         *CURRENT SURVEY CONTROL
 JD1084  ___________________________________________________________________
 JD1084* NAD 83(1986)-  38 34 28.     (N)    093 20 05.     (W)     SCALED    
 JD1084* NAVD 88     -       264.613  (meters)     868.15   (feet)  ADJUSTED  
 JD1084  ___________________________________________________________________
 JD1084  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1084  DYNAMIC HT  -         264.427 (meters)     867.54  (feet)  COMP
 JD1084  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 JD1084
 JD1084  VERT ORDER  -  SECOND    CLASS 0
 JD1084
 JD1084.The horizontal coordinates were scaled from a topographic map and have
 JD1084.an estimated accuracy of +/- 6 seconds.
 JD1084
 JD1084.The orthometric height was determined by differential leveling
 JD1084.and adjusted by the National Geodetic Survey in June 1991..
 JD1084
 JD1084.The geoid height was determined by GEOID03.
 JD1084
 JD1084.The dynamic height is computed by dividing the NAVD 88
 JD1084.geopotential number by the normal gravity value computed on the
 JD1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1084.degrees latitude (g = 980.6199 gals.).
 JD1084
 JD1084.The modeled gravity was interpolated from observed gravity values.
 JD1084
 JD1084;                    North         East    Units  Estimated Accuracy
 JD1084;SPC MO C     -   304,520.      427,260.      MT  (+/- 180 meters Scaled)
 JD1084
 JD1084                          SUPERSEDED SURVEY CONTROL
 JD1084
 JD1084  NGVD 29 (??/??/92)  264.500  (m)          867.78   (f) ADJ UNCH    2 0
 JD1084
 JD1084.Superseded values are not recommended for survey control.
 JD1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1084.See file dsdata.txt to determine how the superseded data were derived.
 JD1084
 JD1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC708696(NAD 83)
 JD1084_MARKER: DB = BENCH MARK DISK
 JD1084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1084_SP_SET: CULVERT
 JD1084_STAMPING: F 258 1963
 JD1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1084
 JD1084  HISTORY     - Date     Condition        Report By
 JD1084  HISTORY     - 1963     MONUMENTED       CGS
 JD1084
 JD1084                          STATION DESCRIPTION
 JD1084
 JD1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1084'1.6 MI N FROM MANILA.
 JD1084'ABOUT 1.55 MILES NORTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1084'CHURCH AT MANILA, IN SECTION 22, T 44 N, R 22 W, 12 FEET WEST OF
 JD1084'THE CENTER LINE OF THE ROAD, 1.0 FOOT ABOVE THE ROAD, AND SET
 JD1084'IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A CONCRETE
 JD1084'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0972 ***********************************************************************
 JD0972  DESIGNATION -  F 259
 JD0972  PID         -  JD0972
 JD0972  STATE/COUNTY-  MO/MORGAN
 JD0972  USGS QUAD   -  PYRMONT (1961)
 JD0972
 JD0972                         *CURRENT SURVEY CONTROL
 JD0972  ___________________________________________________________________
 JD0972* NAD 83(1986)-  38 34 05.     (N)    093 00 41.     (W)     SCALED    
 JD0972* NAVD 88     -       260.408  (meters)     854.36   (feet)  ADJUSTED  
 JD0972  ___________________________________________________________________
 JD0972  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0972  DYNAMIC HT  -         260.225 (meters)     853.75  (feet)  COMP
 JD0972  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 JD0972
 JD0972  VERT ORDER  -  SECOND    CLASS 0
 JD0972
 JD0972.The horizontal coordinates were scaled from a topographic map and have
 JD0972.an estimated accuracy of +/- 6 seconds.
 JD0972
 JD0972.The orthometric height was determined by differential leveling
 JD0972.and adjusted by the National Geodetic Survey in June 1991..
 JD0972
 JD0972.The geoid height was determined by GEOID03.
 JD0972
 JD0972.The dynamic height is computed by dividing the NAVD 88
 JD0972.geopotential number by the normal gravity value computed on the
 JD0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0972.degrees latitude (g = 980.6199 gals.).
 JD0972
 JD0972.The modeled gravity was interpolated from observed gravity values.
 JD0972
 JD0972;                    North         East    Units  Estimated Accuracy
 JD0972;SPC MO C     -   303,610.      455,440.      MT  (+/- 180 meters Scaled)
 JD0972
 JD0972                          SUPERSEDED SURVEY CONTROL
 JD0972
 JD0972  NGVD 29 (??/??/92)  260.298  (m)          853.99   (f) ADJ UNCH    2 0
 JD0972
 JD0972.Superseded values are not recommended for survey control.
 JD0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0972.See file dsdata.txt to determine how the superseded data were derived.
 JD0972
 JD0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC990688(NAD 83)
 JD0972_MARKER: DB = BENCH MARK DISK
 JD0972_SETTING: 66 = SET IN ROCK OUTCROP
 JD0972_SP_SET: ROCK OUTCROP
 JD0972_STAMPING: F 259 1963
 JD0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0972+STABILITY: POSITION/ELEVATION WELL
 JD0972
 JD0972  HISTORY     - Date     Condition        Report By
 JD0972  HISTORY     - 1963     MONUMENTED       CGS
 JD0972
 JD0972                          STATION DESCRIPTION
 JD0972
 JD0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0972'3.9 MI SW FROM FLORENCE.
 JD0972'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0972'CHURCH AT FLORENCE, THENCE 2.2 MILES WEST ALONG A WINDING GRAVELED
 JD0972'ROAD, IN SECTION 21, T 44 N, R 19 W, AT A Y JUNCTION OF ROADS,
 JD0972'13 FEET WEST OF THE CENTER LINE OF THE ROAD, 66 FEET NORTH OF THE
 JD0972'CENTER OF Y JUNCTION, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JD0972'TOP OF A LIMESTONE ROCK OUTCROP ON THE WEST EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0984 ***********************************************************************
 GD0984  DESIGNATION -  F 26
 GD0984  PID         -  GD0984
 GD0984  STATE/COUNTY-  MO/NEW MADRID
 GD0984  USGS QUAD   -  KEWANEE (1971)
 GD0984
 GD0984                         *CURRENT SURVEY CONTROL
 GD0984  ___________________________________________________________________
 GD0984* NAD 83(1986)-  36 38 20.     (N)    089 33 36.     (W)     SCALED    
 GD0984* NAVD 88     -        91.895  (meters)     301.49   (feet)  ADJUSTED  
 GD0984  ___________________________________________________________________
 GD0984  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GD0984  DYNAMIC HT  -          91.822 (meters)     301.25  (feet)  COMP
 GD0984  MODELED GRAV-     979,843.3   (mgal)                       NAVD 88
 GD0984
 GD0984  VERT ORDER  -  SECOND    CLASS 0
 GD0984
 GD0984.The horizontal coordinates were scaled from a topographic map and have
 GD0984.an estimated accuracy of +/- 6 seconds.
 GD0984
 GD0984.The orthometric height was determined by differential leveling
 GD0984.and adjusted by the National Geodetic Survey in June 1991..
 GD0984
 GD0984.The geoid height was determined by GEOID03.
 GD0984
 GD0984.The dynamic height is computed by dividing the NAVD 88
 GD0984.geopotential number by the normal gravity value computed on the
 GD0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0984.degrees latitude (g = 980.6199 gals.).
 GD0984
 GD0984.The modeled gravity was interpolated from observed gravity values.
 GD0984
 GD0984;                    North         East    Units  Estimated Accuracy
 GD0984;SPC MO E     -    89,790.      334,060.      MT  (+/- 180 meters Scaled)
 GD0984
 GD0984                          SUPERSEDED SURVEY CONTROL
 GD0984
 GD0984  NGVD 29 (??/??/??)   91.803  (m)          301.19   (f) ADJUSTED    2 0
 GD0984
 GD0984.Superseded values are not recommended for survey control.
 GD0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0984.See file dsdata.txt to determine how the superseded data were derived.
 GD0984
 GD0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF711578(NAD 83)
 GD0984_MARKER: DB = BENCH MARK DISK
 GD0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0984_STAMPING: F 26 1933
 GD0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0984+STABILITY: SURFACE MOTION
 GD0984
 GD0984  HISTORY     - Date     Condition        Report By
 GD0984  HISTORY     - 1933     MONUMENTED       CGS
 GD0984  HISTORY     - 20020809 MARK NOT FOUND   USACE
 GD0984
 GD0984                          STATION DESCRIPTION
 GD0984
 GD0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0984'3.5 MI S FROM KEWANEE.
 GD0984'3.5 MILES SOUTH OF KEWANEE, NEW MADRID COUNTY, ON THE ST. LOUIS
 GD0984'SOUTHWESTERN RAILWAY, 86 FEET SOUTHWEST OF POLE 32-10, 35 FEET
 GD0984'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 30 FEET SOUTH OF THE
 GD0984'CENTERLINE OF AN EAST-AND-WEST SECTION-LINE ROAD, 18 FEET WEST OF
 GD0984'A 6-INCH ELM TREE, AND 17 FEET NORTHWEST OF A 10-INCH GUM TREE.
 GD0984'A STANDARD DISK, STAMPED F 26 1933 AND SET IN THE TOP OF A CONCRETE
 GD0984'POST.
 GD0984
 GD0984                          STATION RECOVERY (2002)
 GD0984
 GD0984'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0437 ***********************************************************************
 JE0437  DESIGNATION -  F 260
 JE0437  PID         -  JE0437
 JE0437  STATE/COUNTY-  MO/BATES
 JE0437  USGS QUAD   -  PAPINVILLE (1991)
 JE0437
 JE0437                         *CURRENT SURVEY CONTROL
 JE0437  ___________________________________________________________________
 JE0437* NAD 83(1986)-  38 04 41.     (N)    094 10 40.     (W)     SCALED    
 JE0437* NAVD 88     -       236.166  (meters)     774.82   (feet)  ADJUSTED  
 JE0437  ___________________________________________________________________
 JE0437  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE0437  DYNAMIC HT  -         235.992 (meters)     774.25  (feet)  COMP
 JE0437  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 JE0437
 JE0437  VERT ORDER  -  SECOND    CLASS 0
 JE0437
 JE0437.The horizontal coordinates were scaled from a topographic map and have
 JE0437.an estimated accuracy of +/- 6 seconds.
 JE0437
 JE0437.The orthometric height was determined by differential leveling
 JE0437.and adjusted by the National Geodetic Survey in June 1991..
 JE0437
 JE0437.The geoid height was determined by GEOID03.
 JE0437
 JE0437.The dynamic height is computed by dividing the NAVD 88
 JE0437.geopotential number by the normal gravity value computed on the
 JE0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0437.degrees latitude (g = 980.6199 gals.).
 JE0437
 JE0437.The modeled gravity was interpolated from observed gravity values.
 JE0437
 JE0437;                    North         East    Units  Estimated Accuracy
 JE0437;SPC MO W     -   212,160.      878,270.      MT  (+/- 180 meters Scaled)
 JE0437
 JE0437                          SUPERSEDED SURVEY CONTROL
 JE0437
 JE0437  NGVD 29 (??/??/92)  236.053  (m)          774.45   (f) ADJ UNCH    2 0
 JE0437
 JE0437.Superseded values are not recommended for survey control.
 JE0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0437.See file dsdata.txt to determine how the superseded data were derived.
 JE0437
 JE0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC967151(NAD 83)
 JE0437_MARKER: DB = BENCH MARK DISK
 JE0437_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0437_SP_SET: 10 FEET
 JE0437_STAMPING: F 260 1963
 JE0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0437
 JE0437  HISTORY     - Date     Condition        Report By
 JE0437  HISTORY     - 1963     MONUMENTED       CGS
 JE0437
 JE0437                          STATION DESCRIPTION
 JE0437
 JE0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0437'0.2 MI SW FROM PRAIRIE CITY.
 JE0437'ABOUT 0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE
 JE0437'EVANGELICAL CHURCH AT PRAIRIE CITY, THENCE 0.15 MILE WEST ALONG
 JE0437'A GRAVELED ROAD, IN SECTION 12, R 30 W, T 38 N, AT THE JUNCTION
 JE0437'OF THE EAST-WEST GRAVELED ROAD, AND STATE ROAD 0, 43 FEET NORTH
 JE0437'OF THE CENTER LINE OF THE EAST-WEST GRAVELED ROAD, 29 FEET WEST
 JE0437'OF THE CENTER LINE OF STATE HIGHWAY 0, 47 FEET EAST OF A POWER
 JE0437'POLE, 12 1/2 FEET NORTH OF A FENCE CORNER, 1.3 FEET SOUTH OF A
 JE0437'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP
 JE0437'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 JE0437'10 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0374 ***********************************************************************
 JE0374  DESIGNATION -  F 261
 JE0374  PID         -  JE0374
 JE0374  STATE/COUNTY-  MO/ST CLAIR
 JE0374  USGS QUAD   -  APPLETON CITY (1981)
 JE0374
 JE0374                         *CURRENT SURVEY CONTROL
 JE0374  ___________________________________________________________________
 JE0374* NAD 83(1986)-  38 08 14.     (N)    094 03 02.     (W)     SCALED    
 JE0374* NAVD 88     -       260.357  (meters)     854.19   (feet)  ADJUSTED  
 JE0374  ___________________________________________________________________
 JE0374  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JE0374  DYNAMIC HT  -         260.167 (meters)     853.56  (feet)  COMP
 JE0374  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 JE0374
 JE0374  VERT ORDER  -  SECOND    CLASS 0
 JE0374
 JE0374.The horizontal coordinates were scaled from a topographic map and have
 JE0374.an estimated accuracy of +/- 6 seconds.
 JE0374
 JE0374.The orthometric height was determined by differential leveling
 JE0374.and adjusted by the National Geodetic Survey in June 1991..
 JE0374
 JE0374.The geoid height was determined by GEOID03.
 JE0374
 JE0374.The dynamic height is computed by dividing the NAVD 88
 JE0374.geopotential number by the normal gravity value computed on the
 JE0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0374.degrees latitude (g = 980.6199 gals.).
 JE0374
 JE0374.The modeled gravity was interpolated from observed gravity values.
 JE0374
 JE0374;                    North         East    Units  Estimated Accuracy
 JE0374;SPC MO W     -   218,780.      889,400.      MT  (+/- 180 meters Scaled)
 JE0374
 JE0374                          SUPERSEDED SURVEY CONTROL
 JE0374
 JE0374  NGVD 29 (??/??/92)  260.257  (m)          853.86   (f) ADJ UNCH    2 0
 JE0374
 JE0374.Superseded values are not recommended for survey control.
 JE0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0374.See file dsdata.txt to determine how the superseded data were derived.
 JE0374
 JE0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC079215(NAD 83)
 JE0374_MARKER: DB = BENCH MARK DISK
 JE0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0374_STAMPING: F 261 1962
 JE0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0374+STABILITY: SURFACE MOTION
 JE0374
 JE0374  HISTORY     - Date     Condition        Report By
 JE0374  HISTORY     - 1962     MONUMENTED       CGS
 JE0374
 JE0374                          STATION DESCRIPTION
 JE0374
 JE0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JE0374'3.6 MI S FROM APPLETON CITY.
 JE0374'ABOUT 3.6 MILES SOUTH ALONG THE MISSOURI, KANSAS AND TEXAS
 JE0374'RAILROAD FROM THE STATION AT APPLETON CITY, OR 4.8 MILES NORTHEAST
 JE0374'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM THE STATION
 JE0374'AT ROCKVILLE, 14 POLES NORTH OF MILEPOST 290, AT THE CROSSING
 JE0374'OF THE RAILROAD AND A PRIVATE ROAD, 155 FEET NORTH OF THE CENTER
 JE0374'OF THE ROAD CROSSING, 35 FEET EAST OF THE EAST RAIL, 3 1/2 FEET
 JE0374'SOUTH OF A TELEPHONE POLE, 10 FEET WEST OF A FENCE, 1.3 FEET
 JE0374'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND
 JE0374'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0166 ***********************************************************************
 HE0166  DESIGNATION -  F 262
 HE0166  PID         -  HE0166
 HE0166  STATE/COUNTY-  MO/VERNON
 HE0166  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0166
 HE0166                         *CURRENT SURVEY CONTROL
 HE0166  ___________________________________________________________________
 HE0166* NAD 83(1986)-  37 49 59.     (N)    094 06 23.     (W)     SCALED    
 HE0166* NAVD 88     -       246.292  (meters)     808.04   (feet)  ADJUSTED  
 HE0166  ___________________________________________________________________
 HE0166  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HE0166  DYNAMIC HT  -         246.109 (meters)     807.44  (feet)  COMP
 HE0166  MODELED GRAV-     979,879.7   (mgal)                       NAVD 88
 HE0166
 HE0166  VERT ORDER  -  SECOND    CLASS 0
 HE0166
 HE0166.The horizontal coordinates were scaled from a topographic map and have
 HE0166.an estimated accuracy of +/- 6 seconds.
 HE0166
 HE0166.The orthometric height was determined by differential leveling
 HE0166.and adjusted by the National Geodetic Survey in June 1991..
 HE0166
 HE0166.The geoid height was determined by GEOID03.
 HE0166
 HE0166.The dynamic height is computed by dividing the NAVD 88
 HE0166.geopotential number by the normal gravity value computed on the
 HE0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0166.degrees latitude (g = 980.6199 gals.).
 HE0166
 HE0166.The modeled gravity was interpolated from observed gravity values.
 HE0166
 HE0166;                    North         East    Units  Estimated Accuracy
 HE0166;SPC MO W     -   184,990.      884,650.      MT  (+/- 180 meters Scaled)
 HE0166
 HE0166                          SUPERSEDED SURVEY CONTROL
 HE0166
 HE0166  NGVD 29 (??/??/92)  246.190  (m)          807.71   (f) ADJ UNCH    2 0
 HE0166
 HE0166.Superseded values are not recommended for survey control.
 HE0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0166.See file dsdata.txt to determine how the superseded data were derived.
 HE0166
 HE0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB026878(NAD 83)
 HE0166_MARKER: DB = BENCH MARK DISK
 HE0166_SETTING: 66 = SET IN ROCK OUTCROP
 HE0166_SP_SET: ROCK CLIFF
 HE0166_STAMPING: F 262 1962
 HE0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HE0166+STABILITY: POSITION/ELEVATION WELL
 HE0166
 HE0166  HISTORY     - Date     Condition        Report By
 HE0166  HISTORY     - 1962     MONUMENTED       CGS
 HE0166  HISTORY     - 1963     GOOD             NGS
 HE0166
 HE0166                          STATION DESCRIPTION
 HE0166
 HE0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0166'3.4 MI SE FROM DEDERICK.
 HE0166'ABOUT 0.15 MILES SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0166'CHURCH AT DEDERICK, THENCE 0.2 MILE WEST ALONG U.S. HIGHWAY 54,
 HE0166'THENCE 1.1 MILES SOUTH ALONG STATE ROAD K, THENCE 1.5 MILES
 HE0166'EAST ALONG A DIRT ROAD, THENCE 0.5 MILES SOUTH ALONG A GRAVELED
 HE0166'ROAD, 105 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 157
 HE0166'FEET SOUTHWEST OF SOUTHWEST CORNER OF FARMHOUSE, 36 FEET SOUTHWEST
 HE0166'OF A 24-INCH OAK TREE, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST,
 HE0166'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF THE EDGE OF A SMALL
 HE0166'SANDSTONE ROCK CLIFF FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1715 ***********************************************************************
 JD1715  DESIGNATION -  F 263
 JD1715  PID         -  JD1715
 JD1715  STATE/COUNTY-  MO/ST CLAIR
 JD1715  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1715
 JD1715                         *CURRENT SURVEY CONTROL
 JD1715  ___________________________________________________________________
 JD1715* NAD 83(1986)-  38 11 35.     (N)    093 54 06.     (W)     SCALED    
 JD1715* NAVD 88     -       234.403  (meters)     769.04   (feet)  ADJUSTED  
 JD1715  ___________________________________________________________________
 JD1715  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD1715  DYNAMIC HT  -         234.235 (meters)     768.49  (feet)  COMP
 JD1715  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 JD1715
 JD1715  VERT ORDER  -  SECOND    CLASS 0
 JD1715
 JD1715.The horizontal coordinates were scaled from a topographic map and have
 JD1715.an estimated accuracy of +/- 6 seconds.
 JD1715
 JD1715.The orthometric height was determined by differential leveling
 JD1715.and adjusted by the National Geodetic Survey in June 1991..
 JD1715
 JD1715.The geoid height was determined by GEOID03.
 JD1715
 JD1715.The dynamic height is computed by dividing the NAVD 88
 JD1715.geopotential number by the normal gravity value computed on the
 JD1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1715.degrees latitude (g = 980.6199 gals.).
 JD1715
 JD1715.The modeled gravity was interpolated from observed gravity values.
 JD1715
 JD1715;                    North         East    Units  Estimated Accuracy
 JD1715;SPC MO W     -   225,050.      902,410.      MT  (+/- 180 meters Scaled)
 JD1715
 JD1715                          SUPERSEDED SURVEY CONTROL
 JD1715
 JD1715  NGVD 29 (??/??/92)  234.299  (m)          768.70   (f) ADJ UNCH    2 0
 JD1715
 JD1715.Superseded values are not recommended for survey control.
 JD1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1715.See file dsdata.txt to determine how the superseded data were derived.
 JD1715
 JD1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC210276(NAD 83)
 JD1715_MARKER: DB = BENCH MARK DISK
 JD1715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1715_SP_SET: BRIDGE
 JD1715_STAMPING: F 263 1963
 JD1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1715
 JD1715  HISTORY     - Date     Condition        Report By
 JD1715  HISTORY     - 1963     MONUMENTED       CGS
 JD1715
 JD1715                          STATION DESCRIPTION
 JD1715
 JD1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1715'8 MI E FROM APPLETON CITY.
 JD1715'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1715'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JD1715'0.25 MILE SOUTH ALONG STATE ROAD A, THENCE 4.0 MILE EAST ALONG
 JD1715'STATE ROAD AA, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD,
 JD1715'THENCE 1.1 MILES EAST ALONG A GRAVEL ROAD, 9 FEET SOUTH OF
 JD1715'THE CENTER LINE OF THE ROAD, 6 FEET SOUTHWEST OF THE SOUTHWEST
 JD1715'CORNER OF A BRIDGE, AND SET IN THE TOP OF THE SOUTHWEST END
 JD1715'OF THE SOUTHWEST WINGWALL OF A STEEL BRIDGE OVER MARSHALL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0626 ***********************************************************************
 JE0626  DESIGNATION -  F 264
 JE0626  PID         -  JE0626
 JE0626  STATE/COUNTY-  MO/BATES
 JE0626  USGS QUAD   -  PLEASANT GAP (1961)
 JE0626
 JE0626                         *CURRENT SURVEY CONTROL
 JE0626  ___________________________________________________________________
 JE0626* NAD 83(1986)-  38 11 09.     (N)    094 10 54.     (W)     SCALED    
 JE0626* NAVD 88     -       300.100  (meters)     984.58   (feet)  ADJUSTED  
 JE0626  ___________________________________________________________________
 JE0626  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0626  DYNAMIC HT  -         299.880 (meters)     983.86  (feet)  COMP
 JE0626  MODELED GRAV-     979,887.5   (mgal)                       NAVD 88
 JE0626
 JE0626  VERT ORDER  -  SECOND    CLASS 0
 JE0626
 JE0626.The horizontal coordinates were scaled from a topographic map and have
 JE0626.an estimated accuracy of +/- 6 seconds.
 JE0626
 JE0626.The orthometric height was determined by differential leveling
 JE0626.and adjusted by the National Geodetic Survey in June 1991..
 JE0626
 JE0626.The geoid height was determined by GEOID03.
 JE0626
 JE0626.The dynamic height is computed by dividing the NAVD 88
 JE0626.geopotential number by the normal gravity value computed on the
 JE0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0626.degrees latitude (g = 980.6199 gals.).
 JE0626
 JE0626.The modeled gravity was interpolated from observed gravity values.
 JE0626
 JE0626;                    North         East    Units  Estimated Accuracy
 JE0626;SPC MO W     -   224,120.      877,890.      MT  (+/- 180 meters Scaled)
 JE0626
 JE0626                          SUPERSEDED SURVEY CONTROL
 JE0626
 JE0626  NGVD 29 (??/??/92)  299.988  (m)          984.21   (f) ADJ UNCH    2 0
 JE0626
 JE0626.Superseded values are not recommended for survey control.
 JE0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0626.See file dsdata.txt to determine how the superseded data were derived.
 JE0626
 JE0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC965270(NAD 83)
 JE0626_MARKER: DB = BENCH MARK DISK
 JE0626_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0626_SP_SET: 8 FEET
 JE0626_STAMPING: F 264 1963
 JE0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0626
 JE0626  HISTORY     - Date     Condition        Report By
 JE0626  HISTORY     - 1963     MONUMENTED       CGS
 JE0626
 JE0626                          STATION DESCRIPTION
 JE0626
 JE0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0626'1 MI N FROM PLEASANT GAP.
 JE0626'ABOUT 1.0 MILE NORTH ALONG STATE ROAD O FROM THE CHRISTIAN CHURCH
 JE0626'AT PLEASANT GAP, AT THE JUNCTION OF A T ROAD LEADING WEST,
 JE0626'40 FEET WEST OF THE CENTER LINE OF THE ROAD, 32 FEET SOUTH OF THE
 JE0626'CENTER LINE OF THE T ROAD, 14 FEET SOUTH OF A POWER POLE, 1
 JE0626'FOOT EAST OF A FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST,
 JE0626'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 JE0626'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND ENCASED
 JE0626'IN A 6-INCH TILE PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0672 ***********************************************************************
 JE0672  DESIGNATION -  F 265
 JE0672  PID         -  JE0672
 JE0672  STATE/COUNTY-  MO/BATES
 JE0672  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0672
 JE0672                         *CURRENT SURVEY CONTROL
 JE0672  ___________________________________________________________________
 JE0672* NAD 83(1986)-  38 10 57.     (N)    094 17 41.     (W)     SCALED    
 JE0672* NAVD 88     -       247.621  (meters)     812.40   (feet)  ADJUSTED  
 JE0672  ___________________________________________________________________
 JE0672  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE0672  DYNAMIC HT  -         247.440 (meters)     811.81  (feet)  COMP
 JE0672  MODELED GRAV-     979,894.2   (mgal)                       NAVD 88
 JE0672
 JE0672  VERT ORDER  -  SECOND    CLASS 0
 JE0672
 JE0672.The horizontal coordinates were scaled from a topographic map and have
 JE0672.an estimated accuracy of +/- 6 seconds.
 JE0672
 JE0672.The orthometric height was determined by differential leveling
 JE0672.and adjusted by the National Geodetic Survey in June 1991..
 JE0672
 JE0672.The geoid height was determined by GEOID03.
 JE0672
 JE0672.The dynamic height is computed by dividing the NAVD 88
 JE0672.geopotential number by the normal gravity value computed on the
 JE0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0672.degrees latitude (g = 980.6199 gals.).
 JE0672
 JE0672.The modeled gravity was interpolated from observed gravity values.
 JE0672
 JE0672;                    North         East    Units  Estimated Accuracy
 JE0672;SPC MO W     -   223,730.      867,980.      MT  (+/- 180 meters Scaled)
 JE0672
 JE0672                          SUPERSEDED SURVEY CONTROL
 JE0672
 JE0672  NGVD 29 (??/??/92)  247.505  (m)          812.02   (f) ADJ UNCH    2 0
 JE0672
 JE0672.Superseded values are not recommended for survey control.
 JE0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0672.See file dsdata.txt to determine how the superseded data were derived.
 JE0672
 JE0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC866268(NAD 83)
 JE0672_MARKER: DB = BENCH MARK DISK
 JE0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0672_SP_SET: BRIDGE
 JE0672_STAMPING: F 265 1963
 JE0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0672
 JE0672  HISTORY     - Date     Condition        Report By
 JE0672  HISTORY     - 1963     MONUMENTED       CGS
 JE0672
 JE0672                          STATION DESCRIPTION
 JE0672
 JE0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0672'7.4 MI W FROM PLEASANT GAP.
 JE0672'ABOUT 0.2 MILES SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0672'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRADED
 JE0672'DIRT ROAD, THENCE 2.1 MILES NORTHWEST ALONG STATE ROAD N, THENCE
 JE0672'1.1 MILES WEST ALONG A GRAVELED ROAD, 11 FEET SOUTH OF THE
 JE0672'CENTER LINE OF THE ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JE0672'ROAD, AND SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST
 JE0672'WINGWALL OF A SMALL CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0039 ***********************************************************************
 JE0039  DESIGNATION -  F 266
 JE0039  PID         -  JE0039
 JE0039  STATE/COUNTY-  MO/CASS
 JE0039  USGS QUAD   -  HARRISONVILLE (1981)
 JE0039
 JE0039                         *CURRENT SURVEY CONTROL
 JE0039  ___________________________________________________________________
 JE0039* NAD 83(1986)-  38 43 15.     (N)    094 20 16.     (W)     SCALED    
 JE0039* NAVD 88     -       300.315  (meters)     985.28   (feet)  ADJUSTED  
 JE0039  ___________________________________________________________________
 JE0039  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0039  DYNAMIC HT  -         300.112 (meters)     984.62  (feet)  COMP
 JE0039  MODELED GRAV-     979,942.6   (mgal)                       NAVD 88
 JE0039
 JE0039  VERT ORDER  -  FIRST     CLASS II
 JE0039
 JE0039.The horizontal coordinates were scaled from a topographic map and have
 JE0039.an estimated accuracy of +/- 6 seconds.
 JE0039
 JE0039.The orthometric height was determined by differential leveling
 JE0039.and adjusted by the National Geodetic Survey in June 1991..
 JE0039
 JE0039.The geoid height was determined by GEOID03.
 JE0039
 JE0039.The dynamic height is computed by dividing the NAVD 88
 JE0039.geopotential number by the normal gravity value computed on the
 JE0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0039.degrees latitude (g = 980.6199 gals.).
 JE0039
 JE0039.The modeled gravity was interpolated from observed gravity values.
 JE0039
 JE0039;                    North         East    Units  Estimated Accuracy
 JE0039;SPC MO W     -   283,470.      864,110.      MT  (+/- 180 meters Scaled)
 JE0039
 JE0039                          SUPERSEDED SURVEY CONTROL
 JE0039
 JE0039  NGVD 29 (??/??/92)  300.202  (m)          984.91   (f) ADJ UNCH    1 2
 JE0039
 JE0039.Superseded values are not recommended for survey control.
 JE0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0039.See file dsdata.txt to determine how the superseded data were derived.
 JE0039
 JE0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC837866(NAD 83)
 JE0039_MARKER: DB = BENCH MARK DISK
 JE0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0039_SP_SET: UNDERPASS
 JE0039_STAMPING: F 266 1963
 JE0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0039
 JE0039  HISTORY     - Date     Condition        Report By
 JE0039  HISTORY     - 1963     MONUMENTED       CGS
 JE0039
 JE0039                          STATION DESCRIPTION
 JE0039
 JE0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0039'4.2 MI N FROM HARRISONVILLE.
 JE0039'ABOUT 4.25 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0039'THE STATION AT HARRISONVILLE, IN SECTION 10, T 45 N, R 31 W,
 JE0039'0.1 MILE NORTH OF A SWITCH STAND, 3 1/2 POLES SOUTH OF MILEPOST
 JE0039'254-20, 22 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 7 FEET
 JE0039'EAST OF THE EAST RAIL OF A SIDE TRACK, ABOUT 2 FEET BELOW THE
 JE0039'LEVEL OF THE MAIN RAILS, AND SET IN THE TOP OF THE SOUTH END OF
 JE0039'THE EAST HEADWALL OF A CONCRETE STOCK UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0539 ***********************************************************************
 JE0539  DESIGNATION -  F 267
 JE0539  PID         -  JE0539
 JE0539  STATE/COUNTY-  MO/BATES
 JE0539  USGS QUAD   -  NEW HOME (1991)
 JE0539
 JE0539                         *CURRENT SURVEY CONTROL
 JE0539  ___________________________________________________________________
 JE0539* NAD 83(1986)-  38 13 23.     (N)    094 27 39.     (W)     SCALED    
 JE0539* NAVD 88     -       238.833  (meters)     783.57   (feet)  ADJUSTED  
 JE0539  ___________________________________________________________________
 JE0539  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JE0539  DYNAMIC HT  -         238.662 (meters)     783.01  (feet)  COMP
 JE0539  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 JE0539
 JE0539  VERT ORDER  -  SECOND    CLASS 0
 JE0539
 JE0539.The horizontal coordinates were scaled from a topographic map and have
 JE0539.an estimated accuracy of +/- 6 seconds.
 JE0539
 JE0539.The orthometric height was determined by differential leveling
 JE0539.and adjusted by the National Geodetic Survey in June 1991..
 JE0539
 JE0539.The geoid height was determined by GEOID03.
 JE0539
 JE0539.The dynamic height is computed by dividing the NAVD 88
 JE0539.geopotential number by the normal gravity value computed on the
 JE0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0539.degrees latitude (g = 980.6199 gals.).
 JE0539
 JE0539.The modeled gravity was interpolated from observed gravity values.
 JE0539
 JE0539;                    North         East    Units  Estimated Accuracy
 JE0539;SPC MO W     -   228,210.      853,430.      MT  (+/- 180 meters Scaled)
 JE0539
 JE0539                          SUPERSEDED SURVEY CONTROL
 JE0539
 JE0539  NGVD 29 (??/??/92)  238.708  (m)          783.16   (f) ADJ UNCH    2 0
 JE0539
 JE0539.Superseded values are not recommended for survey control.
 JE0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0539.See file dsdata.txt to determine how the superseded data were derived.
 JE0539
 JE0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC721315(NAD 83)
 JE0539_MARKER: DB = BENCH MARK DISK
 JE0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0539_SP_SET: 16 FEET
 JE0539_STAMPING: F 267 1963
 JE0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0539
 JE0539  HISTORY     - Date     Condition        Report By
 JE0539  HISTORY     - 1963     MONUMENTED       CGS
 JE0539
 JE0539                          STATION DESCRIPTION
 JE0539
 JE0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0539'4.8 MI SE FROM VIRGINIA.
 JE0539'1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE METHODIST CHURCH
 JE0539'AT VIRGINA, THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD AT
 JE0539'THE JUNCTION OF THE DIRT ROAD AND AN EAST-WEST ROAD, 57 FEET NORTH
 JE0539'OF THE CENTERLINE OF THE EAST-WEST ROAD, 22 FEET WEST OF THE
 JE0539'CENTER LINE OF THE DIRT ROAD 1 FOOT EAST OF A FENCE, 1.0 FEET
 JE0539'NORTH OF A METAL WITNESS POST ABOUT LEVEL WITH THE ROAD AND
 JE0539'ON THE TOP OF A 5/8-INCH ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET
 JE0539'AND ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1380 ***********************************************************************
 JD1380  DESIGNATION -  F 268
 JD1380  PID         -  JD1380
 JD1380  STATE/COUNTY-  MO/MORGAN
 JD1380  USGS QUAD   -  CROCKERVILLE (1980)
 JD1380
 JD1380                         *CURRENT SURVEY CONTROL
 JD1380  ___________________________________________________________________
 JD1380* NAD 83(1986)-  38 28 27.     (N)    093 01 27.     (W)     SCALED    
 JD1380* NAVD 88     -       311.584  (meters)    1022.26   (feet)  ADJUSTED  
 JD1380  ___________________________________________________________________
 JD1380  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD1380  DYNAMIC HT  -         311.361 (meters)    1021.52  (feet)  COMP
 JD1380  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 JD1380
 JD1380  VERT ORDER  -  SECOND    CLASS 0
 JD1380
 JD1380.The horizontal coordinates were scaled from a topographic map and have
 JD1380.an estimated accuracy of +/- 6 seconds.
 JD1380
 JD1380.The orthometric height was determined by differential leveling
 JD1380.and adjusted by the National Geodetic Survey in June 1991..
 JD1380
 JD1380.The geoid height was determined by GEOID03.
 JD1380
 JD1380.The dynamic height is computed by dividing the NAVD 88
 JD1380.geopotential number by the normal gravity value computed on the
 JD1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1380.degrees latitude (g = 980.6199 gals.).
 JD1380
 JD1380.The modeled gravity was interpolated from observed gravity values.
 JD1380
 JD1380;                    North         East    Units  Estimated Accuracy
 JD1380;SPC MO C     -   293,190.      454,260.      MT  (+/- 180 meters Scaled)
 JD1380
 JD1380                          SUPERSEDED SURVEY CONTROL
 JD1380
 JD1380  NGVD 29 (??/??/92)  311.466  (m)         1021.87   (f) ADJ UNCH    2 0
 JD1380
 JD1380.Superseded values are not recommended for survey control.
 JD1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1380.See file dsdata.txt to determine how the superseded data were derived.
 JD1380
 JD1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC978584(NAD 83)
 JD1380_MARKER: DB = BENCH MARK DISK
 JD1380_SETTING: 66 = SET IN ROCK OUTCROP
 JD1380_SP_SET: ROCK OUTCROP
 JD1380_STAMPING: F 268 1963
 JD1380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1380+STABILITY: POSITION/ELEVATION WELL
 JD1380
 JD1380  HISTORY     - Date     Condition        Report By
 JD1380  HISTORY     - 1963     MONUMENTED       CGS
 JD1380
 JD1380                          STATION DESCRIPTION
 JD1380
 JD1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1380'4.2 MI NW FROM STOVER.
 JD1380'1.3 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD
 JD1380'FROM THE STATION AT STOVER, THENCE 0.45 MILE NORTH ALONG A
 JD1380'GRAVELED ROAD, THENCE 0.25 MILE WEST ALONG STATE HIGHWAYS 52
 JD1380'AND 135, THENCE 2.2 MILES NORTH ALONG STATE HIGHWAY 135, IN
 JD1380'SECTION 21, T 43 N, R 19 W, ABOUT 0.15 MILE EAST OF A FARMHOUSE,
 JD1380'23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET EAST OF A
 JD1380'FENCE, 83 FEET SOUTH OF A POWER POLE, 5.0 FEET EAST OF A METAL
 JD1380'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 JD1380'OF A SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0987 ***********************************************************************
 JD0987  DESIGNATION -  F 269
 JD0987  PID         -  JD0987
 JD0987  STATE/COUNTY-  MO/PETTIS
 JD0987  USGS QUAD   -  PYRMONT (1961)
 JD0987
 JD0987                         *CURRENT SURVEY CONTROL
 JD0987  ___________________________________________________________________
 JD0987* NAD 83(1986)-  38 36 13.     (N)    093 05 50.     (W)     SCALED    
 JD0987* NAVD 88     -       283.614  (meters)     930.49   (feet)  ADJUSTED  
 JD0987  ___________________________________________________________________
 JD0987  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0987  DYNAMIC HT  -         283.416 (meters)     929.84  (feet)  COMP
 JD0987  MODELED GRAV-     979,925.8   (mgal)                       NAVD 88
 JD0987
 JD0987  VERT ORDER  -  SECOND    CLASS 0
 JD0987
 JD0987.The horizontal coordinates were scaled from a topographic map and have
 JD0987.an estimated accuracy of +/- 6 seconds.
 JD0987
 JD0987.The orthometric height was determined by differential leveling
 JD0987.and adjusted by the National Geodetic Survey in June 1991..
 JD0987
 JD0987.The geoid height was determined by GEOID03.
 JD0987
 JD0987.The dynamic height is computed by dividing the NAVD 88
 JD0987.geopotential number by the normal gravity value computed on the
 JD0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0987.degrees latitude (g = 980.6199 gals.).
 JD0987
 JD0987.The modeled gravity was interpolated from observed gravity values.
 JD0987
 JD0987;                    North         East    Units  Estimated Accuracy
 JD0987;SPC MO C     -   307,600.      447,980.      MT  (+/- 180 meters Scaled)
 JD0987
 JD0987                          SUPERSEDED SURVEY CONTROL
 JD0987
 JD0987  NGVD 29 (??/??/92)  283.507  (m)          930.14   (f) ADJ UNCH    2 0
 JD0987
 JD0987.Superseded values are not recommended for survey control.
 JD0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0987.See file dsdata.txt to determine how the superseded data were derived.
 JD0987
 JD0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC915727(NAD 83)
 JD0987_MARKER: DB = BENCH MARK DISK
 JD0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0987_STAMPING: F 269 1963
 JD0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0987+STABILITY: SURFACE MOTION
 JD0987
 JD0987  HISTORY     - Date     Condition        Report By
 JD0987  HISTORY     - 1963     MONUMENTED       CGS
 JD0987
 JD0987                          STATION DESCRIPTION
 JD0987
 JD0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0987'7.4 MI S FROM SMITHTON.
 JD0987'ABOUT 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0987'STATION AT SMITHTON, THENCE 7.1 MILES SOUTH ALONG STATE ROAD
 JD0987'W, IN T 44 N, R 20 W, 35 FEET SOUTH OF THE CENTER LINE OF THE
 JD0987'ROAD, 37 FEET EAST OF THE CENTER OF THE JUNCTION, 13 FEET
 JD0987'EAST OF THE CENTER OF A WIRE GATE, 1.0 FOOT NORTH OF A FENCE,
 JD0987'1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD0987'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1051 ***********************************************************************
 JD1051  DESIGNATION -  F 270
 JD1051  PID         -  JD1051
 JD1051  STATE/COUNTY-  MO/PETTIS
 JD1051  USGS QUAD   -  BAHNER (1972)
 JD1051
 JD1051                         *CURRENT SURVEY CONTROL
 JD1051  ___________________________________________________________________
 JD1051* NAD 83(1986)-  38 35 39.     (N)    093 12 14.     (W)     SCALED    
 JD1051* NAVD 88     -       288.640  (meters)     946.98   (feet)  ADJUSTED  
 JD1051  ___________________________________________________________________
 JD1051  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1051  DYNAMIC HT  -         288.438 (meters)     946.32  (feet)  COMP
 JD1051  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 JD1051
 JD1051  VERT ORDER  -  SECOND    CLASS 0
 JD1051
 JD1051.The horizontal coordinates were scaled from a topographic map and have
 JD1051.an estimated accuracy of +/- 6 seconds.
 JD1051
 JD1051.The orthometric height was determined by differential leveling
 JD1051.and adjusted by the National Geodetic Survey in June 1991..
 JD1051
 JD1051.The geoid height was determined by GEOID03.
 JD1051
 JD1051.The dynamic height is computed by dividing the NAVD 88
 JD1051.geopotential number by the normal gravity value computed on the
 JD1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1051.degrees latitude (g = 980.6199 gals.).
 JD1051
 JD1051.The modeled gravity was interpolated from observed gravity values.
 JD1051
 JD1051;                    North         East    Units  Estimated Accuracy
 JD1051;SPC MO C     -   306,620.      438,680.      MT  (+/- 180 meters Scaled)
 JD1051
 JD1051                          SUPERSEDED SURVEY CONTROL
 JD1051
 JD1051  NGVD 29 (??/??/92)  288.530  (m)          946.62   (f) ADJ UNCH    2 0
 JD1051
 JD1051.Superseded values are not recommended for survey control.
 JD1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1051.See file dsdata.txt to determine how the superseded data were derived.
 JD1051
 JD1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC822717(NAD 83)
 JD1051_MARKER: DB = BENCH MARK DISK
 JD1051_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1051_SP_SET: 8 1/2 FEET
 JD1051_STAMPING: F 270 1963
 JD1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1051
 JD1051  HISTORY     - Date     Condition        Report By
 JD1051  HISTORY     - 1963     MONUMENTED       CGS
 JD1051
 JD1051                          STATION DESCRIPTION
 JD1051
 JD1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1051'2.8 MI NE FROM SPRING FORK.
 JD1051'ABOUT 1.1 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD1051'SPRING FORK CREEK AT SPRING FORK, THENCE 1.0 MILE NORTH ALONG
 JD1051'COUNTY ROAD U, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD,
 JD1051'THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 11,
 JD1051'T 44 N, R 21 W, 25 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JD1051'40 FEET SOUTH OF THE CENTER OF A WIRE GATE, 12 FEET EAST OF A
 JD1051'FENCE, 3 FEET NORTHWEST OF A TELEPHONE POLE, 1.6 FEET SOUTH
 JD1051'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE
 JD1051'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 JD1051'OF 8 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 JD1051'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1292 ***********************************************************************
 JD1292  DESIGNATION -  F 271
 JD1292  PID         -  JD1292
 JD1292  STATE/COUNTY-  MO/BENTON
 JD1292  USGS QUAD   -  COLE CAMP (1961)
 JD1292
 JD1292                         *CURRENT SURVEY CONTROL
 JD1292  ___________________________________________________________________
 JD1292* NAD 83(1986)-  38 26 47.     (N)    093 13 07.     (W)     SCALED    
 JD1292* NAVD 88     -       297.503  (meters)     976.06   (feet)  ADJUSTED  
 JD1292  ___________________________________________________________________
 JD1292  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD1292  DYNAMIC HT  -         297.289 (meters)     975.36  (feet)  COMP
 JD1292  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 JD1292
 JD1292  VERT ORDER  -  SECOND    CLASS 0
 JD1292
 JD1292.The horizontal coordinates were scaled from a topographic map and have
 JD1292.an estimated accuracy of +/- 6 seconds.
 JD1292
 JD1292.The orthometric height was determined by differential leveling
 JD1292.and adjusted by the National Geodetic Survey in June 1991..
 JD1292
 JD1292.The geoid height was determined by GEOID03.
 JD1292
 JD1292.The dynamic height is computed by dividing the NAVD 88
 JD1292.geopotential number by the normal gravity value computed on the
 JD1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1292.degrees latitude (g = 980.6199 gals.).
 JD1292
 JD1292.The modeled gravity was interpolated from observed gravity values.
 JD1292
 JD1292;                    North         East    Units  Estimated Accuracy
 JD1292;SPC MO C     -   290,220.      437,270.      MT  (+/- 180 meters Scaled)
 JD1292
 JD1292                          SUPERSEDED SURVEY CONTROL
 JD1292
 JD1292  NGVD 29 (??/??/92)  297.373  (m)          975.63   (f) ADJ UNCH    2 0
 JD1292
 JD1292.Superseded values are not recommended for survey control.
 JD1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1292.See file dsdata.txt to determine how the superseded data were derived.
 JD1292
 JD1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC809553(NAD 83)
 JD1292_MARKER: DB = BENCH MARK DISK
 JD1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1292_STAMPING: F 271 1963
 JD1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1292+STABILITY: SURFACE MOTION
 JD1292
 JD1292  HISTORY     - Date     Condition        Report By
 JD1292  HISTORY     - 1963     MONUMENTED       CGS
 JD1292
 JD1292                          STATION DESCRIPTION
 JD1292
 JD1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1292'2 MI SW FROM COLE CAMP.
 JD1292'0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE AT
 JD1292'COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD, IN SECTION
 JD1292'3, T 42 N, R 21 W, AT THE EAST END OF A TRIANGULAR ROAD JUNCTION,
 JD1292'46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 110 YARDS WEST
 JD1292'OF THE CENTER LINE OF STATE ROAD F, 51 FEET NORTH OF THE CENTER
 JD1292'LINE OF THE GRAVELED ROAD, 49 FEET NORTHEAST OF A POWER POLE,
 JD1292'1 1/2 FEET EAST OF A FENCE, 1.5 FEET NORTHWEST OF A METAL
 JD1292'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 JD1292'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1599 ***********************************************************************
 JD1599  DESIGNATION -  F 272
 JD1599  PID         -  JD1599
 JD1599  STATE/COUNTY-  MO/HENRY
 JD1599  USGS QUAD   -  LEESVILLE (1981)
 JD1599
 JD1599                         *CURRENT SURVEY CONTROL
 JD1599  ___________________________________________________________________
 JD1599* NAD 83(1986)-  38 19 04.     (N)    093 34 36.     (W)     SCALED    
 JD1599* NAVD 88     -       262.767  (meters)     862.09   (feet)  ADJUSTED  
 JD1599  ___________________________________________________________________
 JD1599  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JD1599  DYNAMIC HT  -         262.583 (meters)     861.49  (feet)  COMP
 JD1599  MODELED GRAV-     979,922.9   (mgal)                       NAVD 88
 JD1599
 JD1599  VERT ORDER  -  SECOND    CLASS 0
 JD1599
 JD1599.The horizontal coordinates were scaled from a topographic map and have
 JD1599.an estimated accuracy of +/- 6 seconds.
 JD1599
 JD1599.The orthometric height was determined by differential leveling
 JD1599.and adjusted by the National Geodetic Survey in June 1991..
 JD1599
 JD1599.The geoid height was determined by GEOID03.
 JD1599
 JD1599.The dynamic height is computed by dividing the NAVD 88
 JD1599.geopotential number by the normal gravity value computed on the
 JD1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1599.degrees latitude (g = 980.6199 gals.).
 JD1599
 JD1599.The modeled gravity was interpolated from observed gravity values.
 JD1599
 JD1599;                    North         East    Units  Estimated Accuracy
 JD1599;SPC MO W     -   239,120.      930,740.      MT  (+/- 180 meters Scaled)
 JD1599
 JD1599                          SUPERSEDED SURVEY CONTROL
 JD1599
 JD1599  NGVD 29 (??/??/92)  262.640  (m)          861.68   (f) ADJ UNCH    2 0
 JD1599
 JD1599.Superseded values are not recommended for survey control.
 JD1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1599.See file dsdata.txt to determine how the superseded data were derived.
 JD1599
 JD1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC495412(NAD 83)
 JD1599_MARKER: DB = BENCH MARK DISK
 JD1599_SETTING: 66 = SET IN ROCK OUTCROP
 JD1599_SP_SET: ROCK OUTCROP
 JD1599_STAMPING: F 272 1963
 JD1599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1599+STABILITY: POSITION/ELEVATION WELL
 JD1599
 JD1599  HISTORY     - Date     Condition        Report By
 JD1599  HISTORY     - 1963     MONUMENTED       CGS
 JD1599
 JD1599                          STATION DESCRIPTION
 JD1599
 JD1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1599'2.2 MI NW FROM TIGHTWAD.
 JD1599'ABOUT 2.15 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE SCHOOLHOUSE
 JD1599'AT TIGHTWAD, IN SECTION 21, T 41 N, R 24 W, 0.35 MILE NORTH
 JD1599'OF THE HINKENS STORE, 0.1 MILE WEST OF A FARMHOUSE, AT A PRIVATE
 JD1599'ROAD LEADING EAST FROM THE NORTHWEST BREAK IN A CURVE, ABOUT
 JD1599'200 FEET NORTHEAST OF THE CENTER LINE OF THE CURVE IN THE HIGHWAY,
 JD1599'48 FEET NORTH OF AND ACROSS THE PRIVATE ROAD FROM A POWER POLE, 18
 JD1599'FEET NORTH OF THE CENTER LINE OF THE PRIVATE ROAD, 15 FEET WEST
 JD1599'OF A 10-INCH OAK TREE, 13 FEET WEST OF A CORNER FENCE POST,
 JD1599'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 JD1599'A SANDSTON OUTCROP PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1053 ***********************************************************************
 GD1053  DESIGNATION -  F 273
 GD1053  PID         -  GD1053
 GD1053  STATE/COUNTY-  MO/PEMISCOT
 GD1053  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1053
 GD1053                         *CURRENT SURVEY CONTROL
 GD1053  ___________________________________________________________________
 GD1053* NAD 83(1986)-  36 13 08.     (N)    089 41 37.     (W)     SCALED    
 GD1053* NAVD 88     -        88.464  (meters)     290.24   (feet)  ADJUSTED  
 GD1053  ___________________________________________________________________
 GD1053  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD1053  DYNAMIC HT  -          88.391 (meters)     290.00  (feet)  COMP
 GD1053  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GD1053
 GD1053  VERT ORDER  -  FIRST     CLASS I
 GD1053
 GD1053.The horizontal coordinates were scaled from a topographic map and have
 GD1053.an estimated accuracy of +/- 6 seconds.
 GD1053
 GD1053.The orthometric height was determined by differential leveling
 GD1053.and adjusted by the National Geodetic Survey in June 1991..
 GD1053
 GD1053.The geoid height was determined by GEOID03.
 GD1053
 GD1053.The dynamic height is computed by dividing the NAVD 88
 GD1053.geopotential number by the normal gravity value computed on the
 GD1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1053.degrees latitude (g = 980.6199 gals.).
 GD1053
 GD1053.The modeled gravity was interpolated from observed gravity values.
 GD1053
 GD1053;                    North         East    Units  Estimated Accuracy
 GD1053;SPC MO E     -    43,080.      322,500.      MT  (+/- 180 meters Scaled)
 GD1053
 GD1053                          SUPERSEDED SURVEY CONTROL
 GD1053
 GD1053  NGVD 29 (??/??/??)   88.377  (m)          289.95   (f) ADJUSTED    1 1
 GD1053
 GD1053.Superseded values are not recommended for survey control.
 GD1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1053.See file dsdata.txt to determine how the superseded data were derived.
 GD1053
 GD1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF578115(NAD 83)
 GD1053_MARKER: DB = BENCH MARK DISK
 GD1053_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1053+WITH SETTING: INTO GROUND
 GD1053_SP_SET: METAL ROD WITH BASE PLATE
 GD1053_STAMPING: F 273 1976
 GD1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1053+STABILITY: SURFACE MOTION
 GD1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1053+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 GD1053
 GD1053  HISTORY     - Date     Condition        Report By
 GD1053  HISTORY     - 1976     MONUMENTED       NGS
 GD1053  HISTORY     - 20020712 GOOD             USACE
 GD1053
 GD1053                          STATION DESCRIPTION
 GD1053
 GD1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1053'2.2 MI NORTH FROM CARUTHERSVILLE.
 GD1053'2.2 MILES NORTH ALONG LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1053'OFFICE, 22 FEET SOUTHWEST OF THE CENTER OF LEVEE, AND 1.2 FOOT
 GD1053'SOUTHEAST OF MILEPOST 25/26.
 GD1053
 GD1053                          STATION RECOVERY (2002)
 GD1053
 GD1053'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1097 ***********************************************************************
 GD1097  DESIGNATION -  F 274
 GD1097  PID         -  GD1097
 GD1097  STATE/COUNTY-  MO/NEW MADRID
 GD1097  USGS QUAD   -  POINT PLEASANT (1982)
 GD1097
 GD1097                         *CURRENT SURVEY CONTROL
 GD1097  ___________________________________________________________________
 GD1097* NAD 83(1986)-  36 26 13.     (N)    089 34 09.     (W)     SCALED    
 GD1097* NAVD 88     -        92.384  (meters)     303.10   (feet)  ADJUSTED  
 GD1097  ___________________________________________________________________
 GD1097  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1097  DYNAMIC HT  -          92.309 (meters)     302.85  (feet)  COMP
 GD1097  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GD1097
 GD1097  VERT ORDER  -  FIRST     CLASS I
 GD1097
 GD1097.The horizontal coordinates were scaled from a topographic map and have
 GD1097.an estimated accuracy of +/- 6 seconds.
 GD1097
 GD1097.The orthometric height was determined by differential leveling
 GD1097.and adjusted by the National Geodetic Survey in June 1991..
 GD1097
 GD1097.The geoid height was determined by GEOID03.
 GD1097
 GD1097.The dynamic height is computed by dividing the NAVD 88
 GD1097.geopotential number by the normal gravity value computed on the
 GD1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1097.degrees latitude (g = 980.6199 gals.).
 GD1097
 GD1097.The modeled gravity was interpolated from observed gravity values.
 GD1097
 GD1097;                    North         East    Units  Estimated Accuracy
 GD1097;SPC MO E     -    67,380.      333,460.      MT  (+/- 180 meters Scaled)
 GD1097
 GD1097                          SUPERSEDED SURVEY CONTROL
 GD1097
 GD1097  NGVD 29 (??/??/??)   92.277  (m)          302.75   (f) ADJUSTED    1 1
 GD1097
 GD1097.Superseded values are not recommended for survey control.
 GD1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1097.See file dsdata.txt to determine how the superseded data were derived.
 GD1097
 GD1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF697354(NAD 83)
 GD1097_MARKER: DB = BENCH MARK DISK
 GD1097_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1097+WITH SETTING: INTO GROUND
 GD1097_SP_SET: METAL ROD WITH BASE PLATE
 GD1097_STAMPING: F 274 1976
 GD1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1097+STABILITY: SURFACE MOTION
 GD1097
 GD1097  HISTORY     - Date     Condition        Report By
 GD1097  HISTORY     - 1976     MONUMENTED       NGS
 GD1097
 GD1097                          STATION DESCRIPTION
 GD1097
 GD1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1097'14.2 MI SW FROM NEW MADRID.
 GD1097'14.2 MILES SOUTHWEST ALONG TOP OF LEVEE FROM THE INTERSECTION
 GD1097'OF STATE HIGHWAY WW AND A PRIVATE LEVEE LEEDING NORTH, 100 FEET
 GD1097'NORTHEAST OF A FENCE AT TOE OF LEVEE, AND 3.9 FEET NORTHEAST
 GD1097'OF MILEPOST 2/3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1230 ***********************************************************************
 HB1230  DESIGNATION -  F 275
 HB1230  PID         -  HB1230
 HB1230  STATE/COUNTY-  MO/SCOTT
 HB1230  USGS QUAD   -  THEBES SW (1993)
 HB1230
 HB1230                         *CURRENT SURVEY CONTROL
 HB1230  ___________________________________________________________________
 HB1230* NAD 83(1986)-  37 05 35.     (N)    089 26 48.     (W)     SCALED    
 HB1230* NAVD 88     -        99.898  (meters)     327.75   (feet)  ADJUSTED  
 HB1230  ___________________________________________________________________
 HB1230  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HB1230  DYNAMIC HT  -          99.825 (meters)     327.51  (feet)  COMP
 HB1230  MODELED GRAV-     979,898.0   (mgal)                       NAVD 88
 HB1230
 HB1230  VERT ORDER  -  FIRST     CLASS I
 HB1230
 HB1230.The horizontal coordinates were scaled from a topographic map and have
 HB1230.an estimated accuracy of +/- 6 seconds.
 HB1230
 HB1230.The orthometric height was determined by differential leveling
 HB1230.and adjusted by the National Geodetic Survey in June 1991..
 HB1230
 HB1230.The geoid height was determined by GEOID03.
 HB1230
 HB1230.The dynamic height is computed by dividing the NAVD 88
 HB1230.geopotential number by the normal gravity value computed on the
 HB1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1230.degrees latitude (g = 980.6199 gals.).
 HB1230
 HB1230.The modeled gravity was interpolated from observed gravity values.
 HB1230
 HB1230;                    North         East    Units  Estimated Accuracy
 HB1230;SPC MO E     -   140,300.      343,640.      MT  (+/- 180 meters Scaled)
 HB1230
 HB1230                          SUPERSEDED SURVEY CONTROL
 HB1230
 HB1230  NGVD 29 (??/??/??)   99.781  (m)          327.36   (f) ADJUSTED    1 1
 HB1230
 HB1230.Superseded values are not recommended for survey control.
 HB1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1230.See file dsdata.txt to determine how the superseded data were derived.
 HB1230
 HB1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG825079(NAD 83)
 HB1230_MARKER: DB = BENCH MARK DISK
 HB1230_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB1230_SP_SET: COPPER-CLAD STEEL ROD
 HB1230_STAMPING: F 275 1976
 HB1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1230+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002
 HB1230
 HB1230  HISTORY     - Date     Condition        Report By
 HB1230  HISTORY     - 1976     MONUMENTED       NGS
 HB1230  HISTORY     - 20020518 GOOD             USACE
 HB1230
 HB1230                          STATION DESCRIPTION
 HB1230
 HB1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1230'4.75 MI SOUTH FROM COMMERCE.
 HB1230'4.75 MILES SOUTH ALONG THE LEVEE FROM THE BEGINNING OF THE LEVEE
 HB1230'AT COMMERCE, 87 FEET SOUTHWEST OF THE CENTER OF THE ROAD ON TOP
 HB1230'OF THE LEVEE, 77 FEET WEST OF MILEPOST 9 OVER 10, 73.8 FEET SOUTHWEST
 HB1230'OF THE SOUTHWEST SUPPORT POLE OF A GATE, 7.0 FEET EAST OF A POST
 HB1230'AT THE JUNCTION OF THREE BARBED WIRE FENCES, 5.0 FEET NORTH OF A
 HB1230'12-INCH THORNY TREE
 HB1230
 HB1230                          STATION RECOVERY (2002)
 HB1230
 HB1230'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1212 ***********************************************************************
 GD1212  DESIGNATION -  F 276
 GD1212  PID         -  GD1212
 GD1212  STATE/COUNTY-  MO/NEW MADRID
 GD1212  USGS QUAD   -  HENDERSON MOUND (1969)
 GD1212
 GD1212                         *CURRENT SURVEY CONTROL
 GD1212  ___________________________________________________________________
 GD1212* NAD 83(1997)-  36 39 21.96486(N)    089 25 02.65711(W)     ADJUSTED  
 GD1212* NAVD 88     -        96.712  (meters)     317.30   (feet)  ADJUSTED  
 GD1212  ___________________________________________________________________
 GD1212  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 GD1212  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GD1212  DYNAMIC HT  -          96.636 (meters)     317.05  (feet)  COMP
 GD1212  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 GD1212
 GD1212  HORZ ORDER  -  SECOND
 GD1212  VERT ORDER  -  FIRST     CLASS I
 GD1212
 GD1212.The horizontal coordinates were established by classical geodetic methods
 GD1212.and adjusted by the National Geodetic Survey in February 2000..
 GD1212
 GD1212.The orthometric height was determined by differential leveling
 GD1212.and adjusted by the National Geodetic Survey in June 1991..
 GD1212
 GD1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1212
 GD1212.The geoid height was determined by GEOID03.
 GD1212
 GD1212.The dynamic height is computed by dividing the NAVD 88
 GD1212.geopotential number by the normal gravity value computed on the
 GD1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1212.degrees latitude (g = 980.6199 gals.).
 GD1212
 GD1212.The modeled gravity was interpolated from observed gravity values.
 GD1212
 GD1212;                    North         East     Units Scale Factor Converg.
 GD1212;SPC MO E     -    91,837.133   346,791.069   MT  1.00004871   +0 38 46.9
 GD1212;UTM  16      - 4,059,445.951   283,925.466   MT  1.00017524   -1 26 37.6
 GD1212
 GD1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1212!SPC MO E     -   0.99998926  x   1.00004871  =   1.00003797
 GD1212!UTM  16      -   0.99998926  x   1.00017524  =   1.00016450
 GD1212
 GD1212                          SUPERSEDED SURVEY CONTROL
 GD1212
 GD1212  NAD 83(1997)-  36 39 21.96496(N)    089 25 02.65688(W) AD(       ) 2
 GD1212  NAD 83(1997)-  36 39 21.96539(N)    089 25 02.65671(W) AD(       ) 2
 GD1212  NAD 83(1997)-  36 39 21.97068(N)    089 25 02.65566(W) AD(       ) 2
 GD1212  NAD 83(1986)-  36 39 21.97732(N)    089 25 02.65675(W) AD(       ) 2
 GD1212  NAD 27      -  36 39 21.76517(N)    089 25 02.39175(W) AD(       ) 2
 GD1212  NGVD 29 (??/??/??)   96.593  (m)          316.91   (f) ADJUSTED    1 1
 GD1212
 GD1212.Superseded values are not recommended for survey control.
 GD1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1212.See file dsdata.txt to determine how the superseded data were derived.
 GD1212
 GD1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8392559446(NAD 83)
 GD1212_MARKER: DB = BENCH MARK DISK
 GD1212_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1212+WITH SETTING: INTO GROUND
 GD1212_SP_SET: METAL ROD WITH BASE PLATE
 GD1212_STAMPING: F 276 1976
 GD1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1212+STABILITY: SURFACE MOTION
 GD1212
 GD1212  HISTORY     - Date     Condition        Report By
 GD1212  HISTORY     - 1976     MONUMENTED       NGS
 GD1212  HISTORY     - 1977     GOOD             NGS
 GD1212  HISTORY     - 19980929 POOR             MODNR
 GD1212  HISTORY     - 20020813 POOR             USACE
 GD1212  HISTORY     - 20050226 POOR             MSU
 GD1212
 GD1212                          STATION DESCRIPTION
 GD1212
 GD1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1212'8.2 MI NE FROM NEW MADRID.
 GD1212'8.15 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1212'THE JUNCTION OF VANDENVENDER AVENUE, 1.3 FOOT EAST OF A BARBED
 GD1212'WIRE FENCE, 12.0 FEET EAST OF MILEPOST 27/28, AND 20.0 FEET
 GD1212'WEST OF THE CENTER OF THE ROAD ON TOPOF THE LEVEE.
 GD1212'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1212'FEET.  ABOUT LEVEL WITH THE TOP OF THE LEVEE.  1 FOOT EAST OF A
 GD1212'WITNESS POST.
 GD1212
 GD1212                          STATION RECOVERY (1977)
 GD1212
 GD1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1212'THE STATION IS LOCATED 10 MILES NORTHEAST OF NEW MADRID, 8
 GD1212'MILES EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 GD1212'STATE ROUTE P AND ON TOP OF THE LEVEE.
 GD1212'
 GD1212'TO REACH THE STATION FROM THE ABOVE MENTIONED JUNCTION, GO
 GD1212'EAST ON ROUTE P FOR 6.9 MILES TO ITS JUNCTION WITH STATE
 GD1212'ROUTE BB.  CONTINUE EAST ON ROUTE P FOR 0.5 MILE TO THE
 GD1212'EAST END OF A BRIDGE.  CONTINUE SOUTHERLY ON ROUTE P FOR
 GD1212'1.35 MILE TO THE MARK ON THE RIGHT.
 GD1212'
 GD1212'THE MARK, STAMPED---F 276 1976---, IS A STANDARD BENCH MARK
 GD1212'DISK CRIMPED TO THE TOP OF A 5/8-INCH STEEL ROD, FLUSH WITH
 GD1212'THE GROUND, AND SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.
 GD1212'IT IS 19 FEET NORTHWEST OF THE ROAD CENTER, 11.5 FEET
 GD1212'SOUTHEAST OF MILEPOST 27/28, 1 FOOT SOUTHEAST OF THE FENCE
 GD1212'AND A METAL WITNESS POST, AND 1 FOOT BELOW ROAD LEVEL.
 GD1212'
 GD1212'A TRAVERSE TIE WAS MADE TO STATION NEW BARNES.
 GD1212
 GD1212                          STATION RECOVERY (1998)
 GD1212
 GD1212'RECOVERY NOTE BY MO DEPT OF NAT RES 1998 (BDC)
 GD1212'MARK RECOVERED IN POOR CONDITION.
 GD1212
 GD1212                          STATION RECOVERY (2002)
 GD1212
 GD1212'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1212'MARK RECOVERED IN POOR CONDITION.
 GD1212
 GD1212                          STATION RECOVERY (2005)
 GD1212
 GD1212'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 2005
 GD1212'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1255 ***********************************************************************
 GD1255  DESIGNATION -  F 277
 GD1255  PID         -  GD1255
 GD1255  STATE/COUNTY-  MO/MISSISSIPPI
 GD1255  USGS QUAD   -  WYATT (1978)
 GD1255
 GD1255                         *CURRENT SURVEY CONTROL
 GD1255  ___________________________________________________________________
 GD1255* NAD 83(1997)-  36 53 34.09385(N)    089 14 33.41099(W)     ADJUSTED  
 GD1255* NAVD 88     -        98.684  (meters)     323.77   (feet)  ADJUSTED  
 GD1255  ___________________________________________________________________
 GD1255  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GD1255  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1255  DYNAMIC HT  -          98.610 (meters)     323.52  (feet)  COMP
 GD1255  MODELED GRAV-     979,878.6   (mgal)                       NAVD 88
 GD1255
 GD1255  HORZ ORDER  -  SECOND
 GD1255  VERT ORDER  -  FIRST     CLASS I
 GD1255
 GD1255.The horizontal coordinates were established by classical geodetic methods
 GD1255.and adjusted by the National Geodetic Survey in February 2000..
 GD1255
 GD1255.The orthometric height was determined by differential leveling
 GD1255.and adjusted by the National Geodetic Survey in June 1991..
 GD1255
 GD1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1255
 GD1255.The geoid height was determined by GEOID03.
 GD1255
 GD1255.The dynamic height is computed by dividing the NAVD 88
 GD1255.geopotential number by the normal gravity value computed on the
 GD1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1255.degrees latitude (g = 980.6199 gals.).
 GD1255
 GD1255.The modeled gravity was interpolated from observed gravity values.
 GD1255
 GD1255;                    North         East     Units Scale Factor Converg.
 GD1255;SPC MO E     -   118,295.426   362,074.000   MT  1.00008802   +0 45 17.7
 GD1255;UTM  16      - 4,085,329.301   300,166.868   MT  1.00009198   -1 20 48.2
 GD1255
 GD1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1255!SPC MO E     -   0.99998894  x   1.00008802  =   1.00007696
 GD1255!UTM  16      -   0.99998894  x   1.00009198  =   1.00008092
 GD1255
 GD1255:                Primary Azimuth Mark                     Grid Az
 GD1255:SPC MO E     -  WYATT MUN TANK                           039 26 40.0
 GD1255:UTM  16      -  WYATT MUN TANK                           041 32 45.9
 GD1255
 GD1255|---------------------------------------------------------------------|
 GD1255| PID    Reference Object                     Distance      Geod. Az  |
 GD1255|                                                           dddmmss.s |
 GD1255| GD1556 WYATT MUN TANK                      APPROX. 2.8 KM 0401157.7 |
 GD1255| GD1591 WILLIAMS NE BASE RM 4               APPROX. 1.2 KM 2251139.2 |
 GD1255|---------------------------------------------------------------------|
 GD1255
 GD1255                          SUPERSEDED SURVEY CONTROL
 GD1255
 GD1255  NAD 83(1997)-  36 53 34.09437(N)    089 14 33.41107(W) AD(       ) 2
 GD1255  NAD 83(1997)-  36 53 34.09673(N)    089 14 33.41108(W) AD(       ) 2
 GD1255  NAD 83(1997)-  36 53 34.10398(N)    089 14 33.40724(W) AD(       ) 2
 GD1255  NAD 83(1986)-  36 53 34.10502(N)    089 14 33.41314(W) AD(       ) 2
 GD1255  NAD 27      -  36 53 33.91286(N)    089 14 33.15211(W) AD(       ) 2
 GD1255  NGVD 29 (??/??/??)   98.566  (m)          323.38   (f) ADJUSTED    1 1
 GD1255
 GD1255.Superseded values are not recommended for survey control.
 GD1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1255.See file dsdata.txt to determine how the superseded data were derived.
 GD1255
 GD1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0016785329(NAD 83)
 GD1255_MARKER: DB = BENCH MARK DISK
 GD1255_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1255+WITH SETTING: INTO GROUND
 GD1255_SP_SET: METAL ROD WITH BASE PLATE
 GD1255_STAMPING: F 277 1976
 GD1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1255+STABILITY: SURFACE MOTION
 GD1255
 GD1255  HISTORY     - Date     Condition        Report By
 GD1255  HISTORY     - 1976     MONUMENTED       NGS
 GD1255  HISTORY     - 1977     GOOD             NGS
 GD1255
 GD1255                          STATION DESCRIPTION
 GD1255
 GD1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1255'2.2 MI SW FROM WYATT.
 GD1255'2.2 MILES SOUTHWEST ALONG THE LEVEE FROM THE INTERSECTION OF
 GD1255'STATE ROUTE HH, 10.0 FEET NORTH OF MILEPOST 7/8, 19.3 FEET
 GD1255'WEST OF THE CENTER OF THE DIRT ROAD ON TOP OF THE LEVEE, 101.5
 GD1255'FEET EAST OF A BARBED WIRE FENCE.
 GD1255'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1255'FEET.  2 FEET BELOW THE TOP OF A LEVEE.  1 FOOT EAST OF A WITNESS
 GD1255'POST.
 GD1255
 GD1255                          STATION RECOVERY (1977)
 GD1255
 GD1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1255'STATION IS LOCATED 5.5 MILES SOUTHEAST OF CHARLESTON, 6 MILES
 GD1255'NORTHEAST OF ANNISTON, 3 MILES SOUTHWEST OF WYATT, ON TOP OF
 GD1255'A LEVEE AND IN WATER DISTRICT NUMBER 3.
 GD1255'
 GD1255'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 GD1255'57 AND U.S. HIGHWAY 60 AND 62, WHICH IS 1 MILE EAST OF
 GD1255'CHARLESTON, GO EAST ON HIGHWAYS 60 AND 62 FOR 2.8 MILES TO
 GD1255'ITS JUNCTION WITH STATE ROUTES J AND JJ.  TURN RIGHT, SOUTH,
 GD1255'ON ROUTE JJ FOR 0.9 MILE TO A PAVED ROAD LEFT.  TURN LEFT,
 GD1255'EAST, FOR 0.8 MILE TO A DIRT ROAD RIGHT.  TURN RIGHT, SOUTH,
 GD1255'FOR 1.25 MILE TO A CONCRETE BRIDGE BETWEEN 2 ROAD CURVES.
 GD1255'CONTINUE SOUTHERLY FOR 0.05 MILE TO A DILAPIDATED CHURCH ON
 GD1255'THE RIGHT, CONTINUE SOUTHERLY FOR 0.1 MILE TO A ROAD LEFT
 GD1255'WHICH CROSSES THE LEVEE, TURN LEFT CROSSING RAILROAD TRACK
 GD1255'AND THROUGH A GATE TO TOP OF LEVEE, TURN LEFT AND GO
 GD1255'NORTHEAST ON THE LEVEE FOR 0.75 MILE TO THE MARK ON THE
 GD1255'LEFT.
 GD1255'
 GD1255'BM F 277, STAMPED---F 277 1976---, A STANDARD BENCH MARK DISK
 GD1255'CRIMPED TO THE TOP OF A 5/8-INCH ROD, 2 INCHES UNDERGROUND,
 GD1255'SURROUNDED BY A 4-INCH PLASTIC PIPE.  IT IS 19.5 FEET
 GD1255'NORTHWEST OF THE CENTER OF THE LEVEE ROAD, 0.5 FOOT
 GD1255'SOUTHEAST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEE ROAD,
 GD1255'AND 0.1 MILE SOUTHWEST OF A ROAD LEADING EAST FROM THE LEVEE.
 GD1255'
 GD1255'A TRAVERSE TIE WAS MADE TO STATION WILLIAMS NE BASE RM 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1169 ***********************************************************************
 GD1169  DESIGNATION -  F 278
 GD1169  PID         -  GD1169
 GD1169  STATE/COUNTY-  MO/NEW MADRID
 GD1169  USGS QUAD   -  NEW MADRID (1971)
 GD1169
 GD1169                         *CURRENT SURVEY CONTROL
 GD1169  ___________________________________________________________________
 GD1169* NAD 83(1986)-  36 35 25.     (N)    089 32 35.     (W)     SCALED    
 GD1169* NAVD 88     -        90.898  (meters)     298.22   (feet)  ADJUSTED  
 GD1169  ___________________________________________________________________
 GD1169  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD1169  DYNAMIC HT  -          90.826 (meters)     297.99  (feet)  COMP
 GD1169  MODELED GRAV-     979,839.2   (mgal)                       NAVD 88
 GD1169
 GD1169  VERT ORDER  -  FIRST     CLASS I
 GD1169
 GD1169.The horizontal coordinates were scaled from a topographic map and have
 GD1169.an estimated accuracy of +/- 6 seconds.
 GD1169
 GD1169.The orthometric height was determined by differential leveling
 GD1169.and adjusted by the National Geodetic Survey in June 1991..
 GD1169
 GD1169.The geoid height was determined by GEOID03.
 GD1169
 GD1169.The dynamic height is computed by dividing the NAVD 88
 GD1169.geopotential number by the normal gravity value computed on the
 GD1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1169.degrees latitude (g = 980.6199 gals.).
 GD1169
 GD1169.The modeled gravity was interpolated from observed gravity values.
 GD1169
 GD1169;                    North         East    Units  Estimated Accuracy
 GD1169;SPC MO E     -    84,410.      335,630.      MT  (+/- 180 meters Scaled)
 GD1169
 GD1169                          SUPERSEDED SURVEY CONTROL
 GD1169
 GD1169  NGVD 29 (??/??/??)   90.779  (m)          297.83   (f) ADJUSTED    1 1
 GD1169
 GD1169.Superseded values are not recommended for survey control.
 GD1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1169.See file dsdata.txt to determine how the superseded data were derived.
 GD1169
 GD1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF724524(NAD 83)
 GD1169_MARKER: DB = BENCH MARK DISK
 GD1169_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1169+WITH SETTING: INTO GROUND
 GD1169_SP_SET: METAL ROD WITH BASE PLATE
 GD1169_STAMPING: F 278 1976
 GD1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1169+STABILITY: SURFACE MOTION
 GD1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1169+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 GD1169
 GD1169  HISTORY     - Date     Condition        Report By
 GD1169  HISTORY     - 1976     MONUMENTED       NGS
 GD1169  HISTORY     - 20020803 GOOD             USACE
 GD1169
 GD1169                          STATION DESCRIPTION
 GD1169
 GD1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1169'IN NEW MADRID.
 GD1169'AT NEW MADRID, AT THE CROSSING OF THE ST. LOUIS SOUTHWESTERN
 GD1169'RAILROAD AND HIGHWAY 61, 80.0 FEET WEST-NORTHWEST OF THE CENTER
 GD1169'OF THE CROSSING, 20 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 GD1169'ROAD, 3.7 FEET WEST OF A POWER POLE, 82 FEET NORTH OF THE NORTH
 GD1169'RAIL OF THE TRACK, AND 52 FEET WEST OF THE CENTERLINE OF HIGH-
 GD1169'WAY 61.
 GD1169
 GD1169                          STATION RECOVERY (2002)
 GD1169
 GD1169'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1169'THE STATION IS LOCATED IN NEW MADRID.
 GD1169'4 FT NW OF STREET SIGN
 GD1169'2.5 FT W OF CARSONITE WITNESS POST
 GD1169'RR NOW ABANDONED.
 GD1169'OTHER MEASUREMENTS CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0183 ***********************************************************************
 GE0183  DESIGNATION -  F 28
 GE0183  PID         -  GE0183
 GE0183  STATE/COUNTY-  MO/DUNKLIN
 GE0183  USGS QUAD   -  ARBYRD (1983)
 GE0183
 GE0183                         *CURRENT SURVEY CONTROL
 GE0183  ___________________________________________________________________
 GE0183* NAD 83(1986)-  36 02 59.     (N)    090 14 53.     (W)     SCALED    
 GE0183* NAVD 88     -        75.340  (meters)     247.18   (feet)  ADJUSTED  
 GE0183  ___________________________________________________________________
 GE0183  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0183  DYNAMIC HT  -          75.277 (meters)     246.97  (feet)  COMP
 GE0183  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GE0183
 GE0183  VERT ORDER  -  FIRST     CLASS II
 GE0183
 GE0183.The horizontal coordinates were scaled from a topographic map and have
 GE0183.an estimated accuracy of +/- 6 seconds.
 GE0183
 GE0183.The orthometric height was determined by differential leveling
 GE0183.and adjusted by the National Geodetic Survey in June 1991..
 GE0183
 GE0183.The geoid height was determined by GEOID03.
 GE0183
 GE0183.The dynamic height is computed by dividing the NAVD 88
 GE0183.geopotential number by the normal gravity value computed on the
 GE0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0183.degrees latitude (g = 980.6199 gals.).
 GE0183
 GE0183.The modeled gravity was interpolated from observed gravity values.
 GE0183
 GE0183;                    North         East    Units  Estimated Accuracy
 GE0183;SPC MO E     -    24,040.      272,700.      MT  (+/- 180 meters Scaled)
 GE0183
 GE0183                          SUPERSEDED SURVEY CONTROL
 GE0183
 GE0183  NGVD 29 (??/??/92)   75.329  (m)          247.14   (f) ADJ UNCH    1 2
 GE0183
 GE0183.Superseded values are not recommended for survey control.
 GE0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0183.See file dsdata.txt to determine how the superseded data were derived.
 GE0183
 GE0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV479929(NAD 83)
 GE0183_MARKER: DB = BENCH MARK DISK
 GE0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0183_STAMPING: F 28 1933
 GE0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0183+STABILITY: SURFACE MOTION
 GE0183
 GE0183  HISTORY     - Date     Condition        Report By
 GE0183  HISTORY     - 1933     MONUMENTED       CGS
 GE0183  HISTORY     - 1956     GOOD             NGS
 GE0183  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0183
 GE0183                          STATION DESCRIPTION
 GE0183
 GE0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0183'0.5 MI W FROM ARBYRD.
 GE0183'0.5 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 GE0183'STATION AT ARBYRD, AT A NORTH-SOUTH ROAD CROSSING, ABOUT 8 1/2
 GE0183'TELEPHONE POLES WEST OF MILE POLE 117, 42 1/2 FEET SOUTH OF
 GE0183'SOUTH RAIL, 65 1/2 FEET SOUTHWEST OF A SWITCH STAND AT WEST END
 GE0183'OF A SIDING, 51 FEET SOUTHEAST OF CENTER OF CROSSING, 24 FEET
 GE0183'EAST OF CENTER LINE OF ROAD, 49 FEET EAST AND ACROSS ROAD FROM
 GE0183'A 20-INCH ELM TREE, 11 FEET EAST-NORTHEAST OF A FENCE CORNER,
 GE0183'4 FEET NORTH OF FENCE LINE, ABOUT 2 FEET BELOW LEVEL OF TRACK
 GE0183'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GE0183
 GE0183                          STATION RECOVERY (1981)
 GE0183
 GE0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2324 ***********************************************************************
 JD2324  DESIGNATION -  F 280
 JD2324  PID         -  JD2324
 JD2324  STATE/COUNTY-  MO/JOHNSON
 JD2324  USGS QUAD   -  CENTERVIEW (1954)
 JD2324
 JD2324                         *CURRENT SURVEY CONTROL
 JD2324  ___________________________________________________________________
 JD2324* NAD 83(1986)-  38 40 33.     (N)    093 51 47.     (W)     SCALED    
 JD2324* NAVD 88     -       231.174  (meters)     758.44   (feet)  ADJUSTED  
 JD2324  ___________________________________________________________________
 JD2324  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD2324  DYNAMIC HT  -         231.016 (meters)     757.92  (feet)  COMP
 JD2324  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 JD2324
 JD2324  VERT ORDER  -  SECOND    CLASS 0
 JD2324
 JD2324.The horizontal coordinates were scaled from a topographic map and have
 JD2324.an estimated accuracy of +/- 6 seconds.
 JD2324
 JD2324.The orthometric height was determined by differential leveling
 JD2324.and adjusted by the National Geodetic Survey in June 1991..
 JD2324
 JD2324.The geoid height was determined by GEOID03.
 JD2324
 JD2324.The dynamic height is computed by dividing the NAVD 88
 JD2324.geopotential number by the normal gravity value computed on the
 JD2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2324.degrees latitude (g = 980.6199 gals.).
 JD2324
 JD2324.The modeled gravity was interpolated from observed gravity values.
 JD2324
 JD2324;                    North         East    Units  Estimated Accuracy
 JD2324;SPC MO W     -   278,660.      905,420.      MT  (+/- 180 meters Scaled)
 JD2324
 JD2324                          SUPERSEDED SURVEY CONTROL
 JD2324
 JD2324  NGVD 29 (??/??/92)  231.070  (m)          758.10   (f) ADJ UNCH    2 0
 JD2324
 JD2324.Superseded values are not recommended for survey control.
 JD2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2324.See file dsdata.txt to determine how the superseded data were derived.
 JD2324
 JD2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC249811(NAD 83)
 JD2324_MARKER: DB = BENCH MARK DISK
 JD2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2324_STAMPING: F 280 1963
 JD2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2324+STABILITY: SURFACE MOTION
 JD2324
 JD2324  HISTORY     - Date     Condition        Report By
 JD2324  HISTORY     - 1963     MONUMENTED       CGS
 JD2324  HISTORY     - 20060811 GOOD             INDIV
 JD2324
 JD2324                          STATION DESCRIPTION
 JD2324
 JD2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2324'5.7 MI NE FROM MAGNOLIA.
 JD2324'ABOUT 0.8 MILE NORTH ALONG PAVED STATE ROAD O FROM MILLERS STORE
 JD2324'AT MAGNOLIA, THENCE 2.9 MILES EAST ALONG A GRAVELED COUNTY ROAD,
 JD2324'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, IN S 25,
 JD2324'R 27 W, T 45 N, 0.1 MILE NORTH OF A METAL BRIDGE, 19 FEET EAST OF
 JD2324'THE CENTERLINE OF THE ROAD, 93 FEET SOUTH OF A FENCE CORNER, 4.5
 JD2324'FEET NORTH OF A POWER POLE, 1.5 FEET WEST OF A METAL WITNESS
 JD2324'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD2324'POST PROJECTING 0.5 FOOT.
 JD2324
 JD2324                          STATION RECOVERY (2006)
 JD2324
 JD2324'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2324'TOP OF CONCRETE POST IS NOW 0.25 FEET BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0511 ***********************************************************************
 JD0511  DESIGNATION -  F 281
 JD0511  PID         -  JD0511
 JD0511  STATE/COUNTY-  MO/COOPER
 JD0511  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0511
 JD0511                         *CURRENT SURVEY CONTROL
 JD0511  ___________________________________________________________________
 JD0511* NAD 83(1986)-  38 56 08.     (N)    092 48 29.     (W)     SCALED    
 JD0511* NAVD 88     -       206.214  (meters)     676.55   (feet)  ADJUSTED  
 JD0511  ___________________________________________________________________
 JD0511  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0511  DYNAMIC HT  -         206.081 (meters)     676.12  (feet)  COMP
 JD0511  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 JD0511
 JD0511  VERT ORDER  -  SECOND    CLASS 0
 JD0511
 JD0511.The horizontal coordinates were scaled from a topographic map and have
 JD0511.an estimated accuracy of +/- 6 seconds.
 JD0511
 JD0511.The orthometric height was determined by differential leveling
 JD0511.and adjusted by the National Geodetic Survey in June 1991..
 JD0511
 JD0511.The geoid height was determined by GEOID03.
 JD0511
 JD0511.The dynamic height is computed by dividing the NAVD 88
 JD0511.geopotential number by the normal gravity value computed on the
 JD0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0511.degrees latitude (g = 980.6199 gals.).
 JD0511
 JD0511.The modeled gravity was interpolated from observed gravity values.
 JD0511
 JD0511;                    North         East    Units  Estimated Accuracy
 JD0511;SPC MO C     -   344,320.      473,290.      MT  (+/- 180 meters Scaled)
 JD0511
 JD0511                          SUPERSEDED SURVEY CONTROL
 JD0511
 JD0511  NGVD 29 (??/??/92)  206.158  (m)          676.37   (f) ADJ UNCH    2 0
 JD0511
 JD0511.Superseded values are not recommended for survey control.
 JD0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0511.See file dsdata.txt to determine how the superseded data were derived.
 JD0511
 JD0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD166096(NAD 83)
 JD0511_MARKER: DB = BENCH MARK DISK
 JD0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0511_SP_SET: CULVERT
 JD0511_STAMPING: F 281 1962
 JD0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0511
 JD0511  HISTORY     - Date     Condition        Report By
 JD0511  HISTORY     - 1962     MONUMENTED       CGS
 JD0511
 JD0511                          STATION DESCRIPTION
 JD0511
 JD0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0511'4.8 MI SW FROM BOONVILLE.
 JD0511'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0511'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 2.1 MILES SOUTHWEST
 JD0511'ALONG STATE HIGHWAY 41, AT THE BOTTOM OF A DRAW, SET IN THE TOP
 JD0511'OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A 4 X 6 FOOT
 JD0511'CONCRETE CULVERT UNDER INTERSTATE HIGHWAY 70, 70 FEET SOUTH OF THE
 JD0511'CENTERLINE OF STATE HIGHWAY 41, 0.6 FOOT WEST OF THE EAST END
 JD0511'OF THE HEAD WALL, AND ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0730 ***********************************************************************
 JD0730  DESIGNATION -  F 282
 JD0730  PID         -  JD0730
 JD0730  STATE/COUNTY-  MO/SALINE
 JD0730  USGS QUAD   -  HOUSTONIA (1973)
 JD0730
 JD0730                         *CURRENT SURVEY CONTROL
 JD0730  ___________________________________________________________________
 JD0730* NAD 83(1986)-  38 58 17.     (N)    093 16 47.     (W)     SCALED    
 JD0730* NAVD 88     -       218.508  (meters)     716.89   (feet)  ADJUSTED  
 JD0730  ___________________________________________________________________
 JD0730  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD0730  DYNAMIC HT  -         218.369 (meters)     716.43  (feet)  COMP
 JD0730  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 JD0730
 JD0730  VERT ORDER  -  SECOND    CLASS 0
 JD0730
 JD0730.The horizontal coordinates were scaled from a topographic map and have
 JD0730.an estimated accuracy of +/- 6 seconds.
 JD0730
 JD0730.The orthometric height was determined by differential leveling
 JD0730.and adjusted by the National Geodetic Survey in June 1991..
 JD0730
 JD0730.The geoid height was determined by GEOID03.
 JD0730
 JD0730.The dynamic height is computed by dividing the NAVD 88
 JD0730.geopotential number by the normal gravity value computed on the
 JD0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0730.degrees latitude (g = 980.6199 gals.).
 JD0730
 JD0730.The modeled gravity was interpolated from observed gravity values.
 JD0730
 JD0730;                    North         East    Units  Estimated Accuracy
 JD0730;SPC MO C     -   348,540.      432,430.      MT  (+/- 180 meters Scaled)
 JD0730
 JD0730                          SUPERSEDED SURVEY CONTROL
 JD0730
 JD0730  NGVD 29 (??/??/92)  218.425  (m)          716.62   (f) ADJ UNCH    2 0
 JD0730
 JD0730.Superseded values are not recommended for survey control.
 JD0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0730.See file dsdata.txt to determine how the superseded data were derived.
 JD0730
 JD0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD757136(NAD 83)
 JD0730_MARKER: DB = BENCH MARK DISK
 JD0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0730_SP_SET: CULVERT
 JD0730_STAMPING: F 282 1962
 JD0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0730
 JD0730  HISTORY     - Date     Condition        Report By
 JD0730  HISTORY     - 1962     MONUMENTED       CGS
 JD0730
 JD0730                          STATION DESCRIPTION
 JD0730
 JD0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0730'8.6 MI NE FROM SWEET SPRINGS.
 JD0730'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0730'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 7.8 MILES
 JD0730'EAST ALONG INTERSTATE 70, IN THE BOTTOM OF A DRAW IN THE WEST
 JD0730'END OF THE SOUTH CONCRETE HEADWALL OF A 5 X 5 FOOT CONCRETE
 JD0730'CULVERT, 46 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 JD0730'TRAFFIC LANE, 1 FOOT EAST OF THE WEST END OF THE HEADWALL, ABOUT
 JD0730'8 FEET BELOW THE ROAD, A DISK DRILLED HORIZONTALLY IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0671 ***********************************************************************
 KD0671  DESIGNATION -  F 283
 KD0671  PID         -  KD0671
 KD0671  STATE/COUNTY-  MO/LAFAYETTE
 KD0671  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0671
 KD0671                         *CURRENT SURVEY CONTROL
 KD0671  ___________________________________________________________________
 KD0671* NAD 83(1986)-  39 02 19.     (N)    093 41 53.     (W)     SCALED    
 KD0671* NAVD 88     -       221.142  (meters)     725.53   (feet)  ADJUSTED  
 KD0671  ___________________________________________________________________
 KD0671  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD0671  DYNAMIC HT  -         221.000 (meters)     725.06  (feet)  COMP
 KD0671  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 KD0671
 KD0671  VERT ORDER  -  SECOND    CLASS 0
 KD0671
 KD0671.The horizontal coordinates were scaled from a topographic map and have
 KD0671.an estimated accuracy of +/- 6 seconds.
 KD0671
 KD0671.The orthometric height was determined by differential leveling
 KD0671.and adjusted by the National Geodetic Survey in June 1991..
 KD0671
 KD0671.The geoid height was determined by GEOID03.
 KD0671
 KD0671.The dynamic height is computed by dividing the NAVD 88
 KD0671.geopotential number by the normal gravity value computed on the
 KD0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0671.degrees latitude (g = 980.6199 gals.).
 KD0671
 KD0671.The modeled gravity was interpolated from observed gravity values.
 KD0671
 KD0671;                    North         East    Units  Estimated Accuracy
 KD0671;SPC MO W     -   319,040.      919,430.      MT  (+/- 180 meters Scaled)
 KD0671
 KD0671                          SUPERSEDED SURVEY CONTROL
 KD0671
 KD0671  NGVD 29 (??/??/92)  221.054  (m)          725.24   (f) ADJ UNCH    2 0
 KD0671
 KD0671.Superseded values are not recommended for survey control.
 KD0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0671.See file dsdata.txt to determine how the superseded data were derived.
 KD0671
 KD0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD395212(NAD 83)
 KD0671_MARKER: DB = BENCH MARK DISK
 KD0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0671_SP_SET: CULVERT
 KD0671_STAMPING: F 283 1962
 KD0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0671
 KD0671  HISTORY     - Date     Condition        Report By
 KD0671  HISTORY     - 1962     MONUMENTED       CGS
 KD0671
 KD0671                          STATION DESCRIPTION
 KD0671
 KD0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0671'3.2 MI SE FROM HIGGINSVILLE.
 KD0671'3.15 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0671'STATION AT HIGGINSVILLE, 4 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 KD0671'SET IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A
 KD0671'CULVERT, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0518 ***********************************************************************
 KD0518  DESIGNATION -  F 284
 KD0518  PID         -  KD0518
 KD0518  STATE/COUNTY-  MO/SALINE
 KD0518  USGS QUAD   -  BLACKBURN (1978)
 KD0518
 KD0518                         *CURRENT SURVEY CONTROL
 KD0518  ___________________________________________________________________
 KD0518* NAD 83(1986)-  39 04 14.     (N)    093 23 27.     (W)     SCALED    
 KD0518* NAVD 88     -       234.970  (meters)     770.90   (feet)  ADJUSTED  
 KD0518  ___________________________________________________________________
 KD0518  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0518  DYNAMIC HT  -         234.822 (meters)     770.41  (feet)  COMP
 KD0518  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 KD0518
 KD0518  VERT ORDER  -  SECOND    CLASS 0
 KD0518
 KD0518.The horizontal coordinates were scaled from a topographic map and have
 KD0518.an estimated accuracy of +/- 6 seconds.
 KD0518
 KD0518.The orthometric height was determined by differential leveling
 KD0518.and adjusted by the National Geodetic Survey in June 1991..
 KD0518
 KD0518.The geoid height was determined by GEOID03.
 KD0518
 KD0518.The dynamic height is computed by dividing the NAVD 88
 KD0518.geopotential number by the normal gravity value computed on the
 KD0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0518.degrees latitude (g = 980.6199 gals.).
 KD0518
 KD0518.The modeled gravity was interpolated from observed gravity values.
 KD0518
 KD0518;                    North         East    Units  Estimated Accuracy
 KD0518;SPC MO C     -   359,640.      422,910.      MT  (+/- 180 meters Scaled)
 KD0518
 KD0518                          SUPERSEDED SURVEY CONTROL
 KD0518
 KD0518  NGVD 29 (??/??/92)  234.887  (m)          770.63   (f) ADJ UNCH    2 0
 KD0518
 KD0518.Superseded values are not recommended for survey control.
 KD0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0518.See file dsdata.txt to determine how the superseded data were derived.
 KD0518
 KD0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD661246(NAD 83)
 KD0518_MARKER: DB = BENCH MARK DISK
 KD0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0518_STAMPING: F 284 1962
 KD0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0518+STABILITY: SURFACE MOTION
 KD0518
 KD0518  HISTORY     - Date     Condition        Report By
 KD0518  HISTORY     - 1962     MONUMENTED       CGS
 KD0518  HISTORY     - 1963     GOOD             NGS
 KD0518
 KD0518                          STATION DESCRIPTION
 KD0518
 KD0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0518'9 MI NE FROM SWEET SPRINGS.
 KD0518'ABOUT 7.5 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 KD0518'HIGHWAY 127 AND INTERSTATE HIGHWAY 70, THENCE 1.3 MILE EAST ALONG
 KD0518'A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD, AT
 KD0518'A ROAD INTERSECTION, 49 FEET NORTHWEST OF THE CENTER OF THE
 KD0518'INTERSECTION, 22 FEET WEST OF THE CENTERLINE OF THE ROAD, 39 FEET
 KD0518'NORTH OF THE EXTENDED CENTERLINE OF THE SIDE ROAD, 9 FEET SOUTH
 KD0518'OF A FENCE CORNER, 3 FEET EAST OF A FENCE LINE, 1.5 FEET SOUTH OF
 KD0518'A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, A DISK IN THE
 KD0518'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0551 ***********************************************************************
 KD0551  DESIGNATION -  F 285
 KD0551  PID         -  KD0551
 KD0551  STATE/COUNTY-  MO/SALINE
 KD0551  USGS QUAD   -  BLACKBURN (1978)
 KD0551
 KD0551                         *CURRENT SURVEY CONTROL
 KD0551  ___________________________________________________________________
 KD0551* NAD 83(1986)-  39 04 06.     (N)    093 25 53.     (W)     SCALED    
 KD0551* NAVD 88     -       240.319  (meters)     788.45   (feet)  ADJUSTED  
 KD0551  ___________________________________________________________________
 KD0551  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0551  DYNAMIC HT  -         240.167 (meters)     787.95  (feet)  COMP
 KD0551  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 KD0551
 KD0551  VERT ORDER  -  SECOND    CLASS 0
 KD0551
 KD0551.The horizontal coordinates were scaled from a topographic map and have
 KD0551.an estimated accuracy of +/- 6 seconds.
 KD0551
 KD0551.The orthometric height was determined by differential leveling
 KD0551.and adjusted by the National Geodetic Survey in June 1991..
 KD0551
 KD0551.The geoid height was determined by GEOID03.
 KD0551
 KD0551.The dynamic height is computed by dividing the NAVD 88
 KD0551.geopotential number by the normal gravity value computed on the
 KD0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0551.degrees latitude (g = 980.6199 gals.).
 KD0551
 KD0551.The modeled gravity was interpolated from observed gravity values.
 KD0551
 KD0551;                    North         East    Units  Estimated Accuracy
 KD0551;SPC MO C     -   359,430.      419,400.      MT  (+/- 180 meters Scaled)
 KD0551
 KD0551                          SUPERSEDED SURVEY CONTROL
 KD0551
 KD0551  NGVD 29 (??/??/92)  240.234  (m)          788.17   (f) ADJ UNCH    2 0
 KD0551
 KD0551.Superseded values are not recommended for survey control.
 KD0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0551.See file dsdata.txt to determine how the superseded data were derived.
 KD0551
 KD0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD626244(NAD 83)
 KD0551_MARKER: DB = BENCH MARK DISK
 KD0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0551_STAMPING: F 285 1962
 KD0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0551+STABILITY: SURFACE MOTION
 KD0551
 KD0551  HISTORY     - Date     Condition        Report By
 KD0551  HISTORY     - 1962     MONUMENTED       CGS
 KD0551
 KD0551                          STATION DESCRIPTION
 KD0551
 KD0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0551'8.4 MI N FROM SWEET SPRINGS.
 KD0551'ABOUT 7.5 MILES NORTH ALONG STATE HIGHWAY 127, FROM THE
 KD0551'ELEMENTARY SCHOOL AT SWEET SPRINGS, THENCE 0.9 MILE WEST ALONG
 KD0551'COUNTY ROAD W, AT THE WEST ENTRANCE TO THE METHODIST CHURCH, 95
 KD0551'FEET NORTHWEST ACROSS THE DRIVEWAY FROM THE NORTHWEST CORNER
 KD0551'OF THE CHURCH, 26.7 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 KD0551'ROAD, 24 FEET WEST OF THE CENTERLINE OF THE WEST ENTRANCE TO THE
 KD0551'CHURCH, 2.4 FEET SOUTH OF A FENCE CORNER, 2.0 FEET NORTH OF A
 KD0551'WITNESS POST, ABOUT 3 FEET ABOVE THE COUNTY ROAD, AND SET IN THE
 KD0551'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0544 ***********************************************************************
 KD0544  DESIGNATION -  F 286
 KD0544  PID         -  KD0544
 KD0544  STATE/COUNTY-  MO/SALINE
 KD0544  USGS QUAD   -  BLACKBURN (1978)
 KD0544
 KD0544                         *CURRENT SURVEY CONTROL
 KD0544  ___________________________________________________________________
 KD0544* NAD 83(1986)-  39 07 01.     (N)    093 28 57.     (W)     SCALED    
 KD0544* NAVD 88     -       225.851  (meters)     740.98   (feet)  ADJUSTED  
 KD0544  ___________________________________________________________________
 KD0544  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KD0544  DYNAMIC HT  -         225.709 (meters)     740.51  (feet)  COMP
 KD0544  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 KD0544
 KD0544  VERT ORDER  -  SECOND    CLASS 0
 KD0544
 KD0544.The horizontal coordinates were scaled from a topographic map and have
 KD0544.an estimated accuracy of +/- 6 seconds.
 KD0544
 KD0544.The orthometric height was determined by differential leveling
 KD0544.and adjusted by the National Geodetic Survey in June 1991..
 KD0544
 KD0544.The geoid height was determined by GEOID03.
 KD0544
 KD0544.The dynamic height is computed by dividing the NAVD 88
 KD0544.geopotential number by the normal gravity value computed on the
 KD0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0544.degrees latitude (g = 980.6199 gals.).
 KD0544
 KD0544.The modeled gravity was interpolated from observed gravity values.
 KD0544
 KD0544;                    North         East    Units  Estimated Accuracy
 KD0544;SPC MO C     -   364,870.      415,040.      MT  (+/- 180 meters Scaled)
 KD0544
 KD0544                          SUPERSEDED SURVEY CONTROL
 KD0544
 KD0544  NGVD 29 (??/??/92)  225.753  (m)          740.66   (f) ADJ UNCH    2 0
 KD0544
 KD0544.Superseded values are not recommended for survey control.
 KD0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0544.See file dsdata.txt to determine how the superseded data were derived.
 KD0544
 KD0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD582298(NAD 83)
 KD0544_MARKER: DB = BENCH MARK DISK
 KD0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0544_STAMPING: F 286 1962
 KD0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0544+STABILITY: SURFACE MOTION
 KD0544
 KD0544  HISTORY     - Date     Condition        Report By
 KD0544  HISTORY     - 1962     MONUMENTED       CGS
 KD0544
 KD0544                          STATION DESCRIPTION
 KD0544
 KD0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0544'0.8 MI N FROM BLACKBURN.
 KD0544'ABOUT 0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 KD0544'BLACKBURN, AT A T JUNCTION IN THE ROAD, AT THE ENTRANCE TO TRANSFORMER
 KD0544'STATION NO. 26, 102 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 KD0544'97.5 FEET WEST OF THE CENTERLINE OF THE T ROAD LEADING SOUTH, 28.1
 KD0544'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.4 FEET EAST
 KD0544'OF THE EAST END OF A GATE, 1.2 FEET NORTH OF THE FENCE, 1.0 FOOT
 KD0544'EAST OF A WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD, AND SET IN
 KD0544'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0702 ***********************************************************************
 KD0702  DESIGNATION -  F 287
 KD0702  PID         -  KD0702
 KD0702  STATE/COUNTY-  MO/LAFAYETTE
 KD0702  USGS QUAD   -  DOVER (1978)
 KD0702
 KD0702                         *CURRENT SURVEY CONTROL
 KD0702  ___________________________________________________________________
 KD0702* NAD 83(1986)-  39 12 18.     (N)    093 38 21.     (W)     SCALED    
 KD0702* NAVD 88     -       267.355  (meters)     877.15   (feet)  ADJUSTED  
 KD0702  ___________________________________________________________________
 KD0702  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0702  DYNAMIC HT  -         267.189 (meters)     876.60  (feet)  COMP
 KD0702  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 KD0702
 KD0702  VERT ORDER  -  FIRST     CLASS II
 KD0702
 KD0702.The horizontal coordinates were scaled from a topographic map and have
 KD0702.an estimated accuracy of +/- 6 seconds.
 KD0702
 KD0702.The orthometric height was determined by differential leveling
 KD0702.and adjusted by the National Geodetic Survey in June 1991..
 KD0702
 KD0702.The geoid height was determined by GEOID03.
 KD0702
 KD0702.The dynamic height is computed by dividing the NAVD 88
 KD0702.geopotential number by the normal gravity value computed on the
 KD0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0702.degrees latitude (g = 980.6199 gals.).
 KD0702
 KD0702.The modeled gravity was interpolated from observed gravity values.
 KD0702
 KD0702;                    North         East    Units  Estimated Accuracy
 KD0702;SPC MO W     -   337,560.      924,350.      MT  (+/- 180 meters Scaled)
 KD0702
 KD0702                          SUPERSEDED SURVEY CONTROL
 KD0702
 KD0702  NGVD 29 (??/??/92)  267.236  (m)          876.76   (f) ADJ UNCH    1 2
 KD0702
 KD0702.Superseded values are not recommended for survey control.
 KD0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0702.See file dsdata.txt to determine how the superseded data were derived.
 KD0702
 KD0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD448397(NAD 83)
 KD0702_MARKER: DB = BENCH MARK DISK
 KD0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0702_SP_SET: CONCRETE POST
 KD0702_STAMPING: F 287 1962
 KD0702_MARK LOGO: CGS   
 KD0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0702+STABILITY: SURFACE MOTION
 KD0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0702+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 KD0702
 KD0702  HISTORY     - Date     Condition        Report By
 KD0702  HISTORY     - 1962     MONUMENTED       CGS
 KD0702  HISTORY     - 1986     GOOD             NGS
 KD0702  HISTORY     - 20050309 GOOD             MODNR
 KD0702
 KD0702                          STATION DESCRIPTION
 KD0702
 KD0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0702'2 MI SW FROM HODGE.
 KD0702'2.0 MILES SOUTHWEST ALONG ASPHALT COUNTY ROAD NO. N FROM THE
 KD0702'GENERAL STORE AND POST OFFICE AT HODGE, 24.9 FEET EAST OF THE
 KD0702'CENTERLINE OF THE ROAD, 78 FEET NORTHEAST ACROSS THE ROAD FROM
 KD0702'A POWER POLE BRACED BY A GUY WIRE AND BEARING A SMALL TRANSFORMER,
 KD0702'10.6 FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY LEADING
 KD0702'SOUTHEAST TO AN ABANDONED FARMHOUSE, 1.8 FEET NORTH OF A TELEPHONE
 KD0702'POLE, 1.5 FEET NORTHWEST OF A FENCE CORNER, 1.8 FEET WEST OF A
 KD0702'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 KD0702'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 KD0702
 KD0702                          STATION RECOVERY (1986)
 KD0702
 KD0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0702'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI)
 KD0702'SOUTHERLY ALONG COUNTY ROAD N FROM ITS JUNCTION WITH THE MISSOURI
 KD0702'PACIFIC RAILROADIN HODGE.
 KD0702
 KD0702                          STATION RECOVERY (2005)
 KD0702
 KD0702'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0702'FROM THE JUNCTION OF  HIGHWAY 24 AND ROUTE N GO NORTH ALONG ROUTE N
 KD0702'FOR 0.8 MILES TO A FIELD ENTRANCE AND MARK ON THE RIGHT. SET CARSONITE
 KD0702'WITNESS POST IN FENCE LINE 2.3 FEET SOUTHERLY FROM THE MARK. THE
 KD0702'AUTONOMOUS HAND HELD POSITIONS IS LAT 39 12 20.5  LONG 93 38 22.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0802 ***********************************************************************
 KD0802  DESIGNATION -  F 288
 KD0802  PID         -  KD0802
 KD0802  STATE/COUNTY-  MO/LAFAYETTE
 KD0802  USGS QUAD   -  ODESSA NORTH (1978)
 KD0802
 KD0802                         *CURRENT SURVEY CONTROL
 KD0802  ___________________________________________________________________
 KD0802* NAD 83(1986)-  39 06 10.     (N)    093 58 56.     (W)     SCALED    
 KD0802* NAVD 88     -       219.106  (meters)     718.85   (feet)  ADJUSTED  
 KD0802  ___________________________________________________________________
 KD0802  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0802  DYNAMIC HT  -         218.967 (meters)     718.39  (feet)  COMP
 KD0802  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 KD0802
 KD0802  VERT ORDER  -  SECOND    CLASS 0
 KD0802
 KD0802.The horizontal coordinates were scaled from a topographic map and have
 KD0802.an estimated accuracy of +/- 6 seconds.
 KD0802
 KD0802.The orthometric height was determined by differential leveling
 KD0802.and adjusted by the National Geodetic Survey in June 1991..
 KD0802
 KD0802.The geoid height was determined by GEOID03.
 KD0802
 KD0802.The dynamic height is computed by dividing the NAVD 88
 KD0802.geopotential number by the normal gravity value computed on the
 KD0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0802.degrees latitude (g = 980.6199 gals.).
 KD0802
 KD0802.The modeled gravity was interpolated from observed gravity values.
 KD0802
 KD0802;                    North         East    Units  Estimated Accuracy
 KD0802;SPC MO W     -   325,990.      894,790.      MT  (+/- 180 meters Scaled)
 KD0802
 KD0802                          SUPERSEDED SURVEY CONTROL
 KD0802
 KD0802  NGVD 29 (??/??/92)  219.003  (m)          718.51   (f) ADJ UNCH    2 0
 KD0802
 KD0802.Superseded values are not recommended for survey control.
 KD0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0802.See file dsdata.txt to determine how the superseded data were derived.
 KD0802
 KD0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD150286(NAD 83)
 KD0802_MARKER: DB = BENCH MARK DISK
 KD0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0802_STAMPING: F 288 1962
 KD0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0802+STABILITY: SURFACE MOTION
 KD0802
 KD0802  HISTORY     - Date     Condition        Report By
 KD0802  HISTORY     - 1962     MONUMENTED       CGS
 KD0802
 KD0802                          STATION DESCRIPTION
 KD0802
 KD0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0802'2 MI S FROM WELLINGTON.
 KD0802'2.05 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE HIGH SCHOOL
 KD0802'AT WELLINGTON, AT THE T-JUNCTION OF A COUNTY ROAD LEADING EAST,
 KD0802'31.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 16.4 FEET
 KD0802'NORTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING EAST, 2.4
 KD0802'FEET WEST OF A POWER POLE BRACED BY TWO GUY WIRES, 1.3 FEET
 KD0802'NORTH OF A WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KD0802'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 KD0802'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0534 ***********************************************************************
 JD0534  DESIGNATION -  F 289
 JD0534  PID         -  JD0534
 JD0534  STATE/COUNTY-  MO/COOPER
 JD0534  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0534
 JD0534                         *CURRENT SURVEY CONTROL
 JD0534  ___________________________________________________________________
 JD0534* NAD 83(1986)-  38 59 20.     (N)    092 58 38.     (W)     SCALED    
 JD0534* NAVD 88     -       214.385  (meters)     703.36   (feet)  ADJUSTED  
 JD0534  ___________________________________________________________________
 JD0534  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD0534  DYNAMIC HT  -         214.250 (meters)     702.92  (feet)  COMP
 JD0534  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 JD0534
 JD0534  VERT ORDER  -  SECOND    CLASS 0
 JD0534
 JD0534.The horizontal coordinates were scaled from a topographic map and have
 JD0534.an estimated accuracy of +/- 6 seconds.
 JD0534
 JD0534.The orthometric height was determined by differential leveling
 JD0534.and adjusted by the National Geodetic Survey in June 1991..
 JD0534
 JD0534.The geoid height was determined by GEOID03.
 JD0534
 JD0534.The dynamic height is computed by dividing the NAVD 88
 JD0534.geopotential number by the normal gravity value computed on the
 JD0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0534.degrees latitude (g = 980.6199 gals.).
 JD0534
 JD0534.The modeled gravity was interpolated from observed gravity values.
 JD0534
 JD0534;                    North         East    Units  Estimated Accuracy
 JD0534;SPC MO C     -   350,310.      458,660.      MT  (+/- 180 meters Scaled)
 JD0534
 JD0534                          SUPERSEDED SURVEY CONTROL
 JD0534
 JD0534  NGVD 29 (??/??/92)  214.315  (m)          703.13   (f) ADJ UNCH    2 0
 JD0534
 JD0534.Superseded values are not recommended for survey control.
 JD0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0534.See file dsdata.txt to determine how the superseded data were derived.
 JD0534
 JD0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD019155(NAD 83)
 JD0534_MARKER: DB = BENCH MARK DISK
 JD0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0534_STAMPING: F 289 1962
 JD0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0534+STABILITY: SURFACE MOTION
 JD0534
 JD0534  HISTORY     - Date     Condition        Report By
 JD0534  HISTORY     - 1962     MONUMENTED       CGS
 JD0534
 JD0534                          STATION DESCRIPTION
 JD0534
 JD0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0534'1.2 MI NE FROM BLACKWATER.
 JD0534'ABOUT 1.2 MILES NORTHEAST ALONG COUNTY ROAD K FROM THE RAILROAD
 JD0534'STATION AT BLACKWATER, AT A T ROAD JUNCTION LEADING NORTH, 55.7
 JD0534'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 51.3 FEET NORTH OF
 JD0534'THE CENTERLINE OF THE COUNTY ROAD, 28.6 FEET EAST OF THE CENTERLINE
 JD0534'OF THE ROAD LEADING NORTH, 3.0 FEET EAST OF A POWER POLE, 1.3
 JD0534'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE COUNTY ROAD,
 JD0534'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0332 ***********************************************************************
 HD0332  DESIGNATION -  F 29
 HD0332  PID         -  HD0332
 HD0332  STATE/COUNTY-  MO/WRIGHT
 HD0332  USGS QUAD   -  HARTVILLE (1956)
 HD0332
 HD0332                         *CURRENT SURVEY CONTROL
 HD0332  ___________________________________________________________________
 HD0332* NAD 83(1986)-  37 22 15.     (N)    092 35 30.     (W)     SCALED    
 HD0332* NAVD 88     -       440.103  (meters)    1443.90   (feet)  ADJUSTED  
 HD0332  ___________________________________________________________________
 HD0332  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 HD0332  DYNAMIC HT  -         439.752 (meters)    1442.75  (feet)  COMP
 HD0332  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 HD0332
 HD0332  VERT ORDER  -  SECOND    CLASS 0
 HD0332
 HD0332.The horizontal coordinates were scaled from a topographic map and have
 HD0332.an estimated accuracy of +/- 6 seconds.
 HD0332
 HD0332.The orthometric height was determined by differential leveling
 HD0332.and adjusted by the National Geodetic Survey in June 1991..
 HD0332
 HD0332.The geoid height was determined by GEOID03.
 HD0332
 HD0332.The dynamic height is computed by dividing the NAVD 88
 HD0332.geopotential number by the normal gravity value computed on the
 HD0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0332.degrees latitude (g = 980.6199 gals.).
 HD0332
 HD0332.The modeled gravity was interpolated from observed gravity values.
 HD0332
 HD0332;                    North         East    Units  Estimated Accuracy
 HD0332;SPC MO C     -   170,610.      491,880.      MT  (+/- 180 meters Scaled)
 HD0332
 HD0332                          SUPERSEDED SURVEY CONTROL
 HD0332
 HD0332  NGVD 29 (??/??/92)  439.970  (m)         1443.47   (f) ADJ UNCH    2 0
 HD0332
 HD0332.Superseded values are not recommended for survey control.
 HD0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0332.See file dsdata.txt to determine how the superseded data were derived.
 HD0332
 HD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB361360(NAD 83)
 HD0332_MARKER: DB = BENCH MARK DISK
 HD0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0332_STAMPING: F 29 1934
 HD0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0332+STABILITY: SURFACE MOTION
 HD0332
 HD0332  HISTORY     - Date     Condition        Report By
 HD0332  HISTORY     - 1934     MONUMENTED       CGS
 HD0332  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0332  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0332
 HD0332                          STATION DESCRIPTION
 HD0332
 HD0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0332'2.8 MI S FROM GROVESPRING.
 HD0332'2.8 MILES SOUTH ALONG STATE HIGHWAY 5 FROM GROVESPRING, WRIGHT
 HD0332'COUNTY, 60 YARDS NORTH OF THE SHADY GROVE SERVICE STATION, 33
 HD0332'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET EAST OF
 HD0332'A FENCE CORNER.  A STANDARD DISK, STAMPED F 29 1934 AND SET IN
 HD0332'THE TOP OF A CONCRETE POST.
 HD0332
 HD0332                          STATION RECOVERY (1977)
 HD0332
 HD0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0332'MARK NOT FOUND.
 HD0332
 HD0332                          STATION RECOVERY (1977)
 HD0332
 HD0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1207 ***********************************************************************
 JD1207  DESIGNATION -  F 290
 JD1207  PID         -  JD1207
 JD1207  STATE/COUNTY-  MO/PETTIS
 JD1207  USGS QUAD   -  HOUSTONIA (1973)
 JD1207
 JD1207                         *CURRENT SURVEY CONTROL
 JD1207  ___________________________________________________________________
 JD1207* NAD 83(1986)-  38 54 37.     (N)    093 17 33.     (W)     SCALED    
 JD1207* NAVD 88     -       248.623  (meters)     815.69   (feet)  ADJUSTED  
 JD1207  ___________________________________________________________________
 JD1207  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1207  DYNAMIC HT  -         248.463 (meters)     815.17  (feet)  COMP
 JD1207  MODELED GRAV-     979,978.3   (mgal)                       NAVD 88
 JD1207
 JD1207  VERT ORDER  -  SECOND    CLASS 0
 JD1207
 JD1207.The horizontal coordinates were scaled from a topographic map and have
 JD1207.an estimated accuracy of +/- 6 seconds.
 JD1207
 JD1207.The orthometric height was determined by differential leveling
 JD1207.and adjusted by the National Geodetic Survey in June 1991..
 JD1207
 JD1207.The geoid height was determined by GEOID03.
 JD1207
 JD1207.The dynamic height is computed by dividing the NAVD 88
 JD1207.geopotential number by the normal gravity value computed on the
 JD1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1207.degrees latitude (g = 980.6199 gals.).
 JD1207
 JD1207.The modeled gravity was interpolated from observed gravity values.
 JD1207
 JD1207;                    North         East    Units  Estimated Accuracy
 JD1207;SPC MO C     -   341,770.      431,270.      MT  (+/- 180 meters Scaled)
 JD1207
 JD1207                          SUPERSEDED SURVEY CONTROL
 JD1207
 JD1207  NGVD 29 (??/??/92)  248.536  (m)          815.41   (f) ADJ UNCH    2 0
 JD1207
 JD1207.Superseded values are not recommended for survey control.
 JD1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1207.See file dsdata.txt to determine how the superseded data were derived.
 JD1207
 JD1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD746068(NAD 83)
 JD1207_MARKER: DB = BENCH MARK DISK
 JD1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1207_STAMPING: F 290 1962
 JD1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1207+STABILITY: SURFACE MOTION
 JD1207
 JD1207  HISTORY     - Date     Condition        Report By
 JD1207  HISTORY     - 1962     MONUMENTED       CGS
 JD1207  HISTORY     - 1963     GOOD             NGS
 JD1207
 JD1207                          STATION DESCRIPTION
 JD1207
 JD1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1207'20.9 MI NW FROM SEDALIA.
 JD1207'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1207'STATION AT SEDALIA, THENCE 15.15 MILE NORTH ALONG U.S. HIGHWAY
 JD1207'65, THENCE 5.5 MILE WEST SOUTHWEST ALONG COUNTY ROAD CC, AT THE
 JD1207'ENTRANCE TO A FARM HOUSE, 38.5 FEET SOUTH OF THE CENTERLINE OF THE
 JD1207'ROAD, 12 FEET EAST OF THE CENTERLINE OF THE FARM DRIVE, 1.4 FEET
 JD1207'NORTH OF A FENCE LINE, 1.8 FEET WEST OF A WITNESS POST, ABOUT 0.5
 JD1207'FOOT HIGHER THAN THE ROAD, A DISK IN THE TOP OF A CONCRETE POST
 JD1207'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1153 ***********************************************************************
 JD1153  DESIGNATION -  F 291
 JD1153  PID         -  JD1153
 JD1153  STATE/COUNTY-  MO/PETTIS
 JD1153  USGS QUAD   -  HUGHESVILLE (1973)
 JD1153
 JD1153                         *CURRENT SURVEY CONTROL
 JD1153  ___________________________________________________________________
 JD1153* NAD 83(1986)-  38 51 09.     (N)    093 16 18.     (W)     SCALED    
 JD1153* NAVD 88     -       234.236  (meters)     768.49   (feet)  ADJUSTED  
 JD1153  ___________________________________________________________________
 JD1153  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD1153  DYNAMIC HT  -         234.083 (meters)     767.99  (feet)  COMP
 JD1153  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 JD1153
 JD1153  VERT ORDER  -  SECOND    CLASS 0
 JD1153
 JD1153.The horizontal coordinates were scaled from a topographic map and have
 JD1153.an estimated accuracy of +/- 6 seconds.
 JD1153
 JD1153.The orthometric height was determined by differential leveling
 JD1153.and adjusted by the National Geodetic Survey in June 1991..
 JD1153
 JD1153.The geoid height was determined by GEOID03.
 JD1153
 JD1153.The dynamic height is computed by dividing the NAVD 88
 JD1153.geopotential number by the normal gravity value computed on the
 JD1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1153.degrees latitude (g = 980.6199 gals.).
 JD1153
 JD1153.The modeled gravity was interpolated from observed gravity values.
 JD1153
 JD1153;                    North         East    Units  Estimated Accuracy
 JD1153;SPC MO C     -   335,340.      433,020.      MT  (+/- 180 meters Scaled)
 JD1153
 JD1153                          SUPERSEDED SURVEY CONTROL
 JD1153
 JD1153  NGVD 29 (??/??/92)  234.148  (m)          768.20   (f) ADJ UNCH    2 0
 JD1153
 JD1153.Superseded values are not recommended for survey control.
 JD1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1153.See file dsdata.txt to determine how the superseded data were derived.
 JD1153
 JD1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD764004(NAD 83)
 JD1153_MARKER: DB = BENCH MARK DISK
 JD1153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1153_SP_SET: CULVERT
 JD1153_STAMPING: F 291 1963
 JD1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1153
 JD1153  HISTORY     - Date     Condition        Report By
 JD1153  HISTORY     - 1963     MONUMENTED       CGS
 JD1153
 JD1153                          STATION DESCRIPTION
 JD1153
 JD1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1153'13.7 MI NW FROM SEDALIA.
 JD1153'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1153'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1153'HIGHWAY 65, THENCE 3.5 MILES SOUTHWEST ALONG HIGHWAY D, 17 FEET
 JD1153'NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE WEST END OF
 JD1153'THE NORTH CONCRETE HEADWALL OF AN 8 X 8 FOOT CONCRETE CULVERT,
 JD1153'0.7 FOOT EAST OF THE WEST EDGE OF THE HEADWALL, AND ABOUT LEVEL
 JD1153'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0536 ***********************************************************************
 JD0536  DESIGNATION -  F 292
 JD0536  PID         -  JD0536
 JD0536  STATE/COUNTY-  MO/COOPER
 JD0536  USGS QUAD   -  TIPTON (1979)
 JD0536
 JD0536                         *CURRENT SURVEY CONTROL
 JD0536  ___________________________________________________________________
 JD0536* NAD 83(1986)-  38 41 02.     (N)    092 51 28.     (W)     SCALED    
 JD0536* NAVD 88     -       281.481  (meters)     923.49   (feet)  ADJUSTED  
 JD0536  ___________________________________________________________________
 JD0536  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0536  DYNAMIC HT  -         281.289 (meters)     922.86  (feet)  COMP
 JD0536  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 JD0536
 JD0536  VERT ORDER  -  SECOND    CLASS 0
 JD0536
 JD0536.The horizontal coordinates were scaled from a topographic map and have
 JD0536.an estimated accuracy of +/- 6 seconds.
 JD0536
 JD0536.The orthometric height was determined by differential leveling
 JD0536.and adjusted by the National Geodetic Survey in June 1991..
 JD0536
 JD0536.The geoid height was determined by GEOID03.
 JD0536
 JD0536.The dynamic height is computed by dividing the NAVD 88
 JD0536.geopotential number by the normal gravity value computed on the
 JD0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0536.degrees latitude (g = 980.6199 gals.).
 JD0536
 JD0536.The modeled gravity was interpolated from observed gravity values.
 JD0536
 JD0536;                    North         East    Units  Estimated Accuracy
 JD0536;SPC MO C     -   316,400.      468,870.      MT  (+/- 180 meters Scaled)
 JD0536
 JD0536                          SUPERSEDED SURVEY CONTROL
 JD0536
 JD0536  NGVD 29 (??/??/92)  281.381  (m)          923.16   (f) ADJ UNCH    2 0
 JD0536
 JD0536.Superseded values are not recommended for survey control.
 JD0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0536.See file dsdata.txt to determine how the superseded data were derived.
 JD0536
 JD0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC123817(NAD 83)
 JD0536_MARKER: DB = BENCH MARK DISK
 JD0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0536_STAMPING: F 292 1963
 JD0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0536+STABILITY: SURFACE MOTION
 JD0536
 JD0536  HISTORY     - Date     Condition        Report By
 JD0536  HISTORY     - 1963     MONUMENTED       CGS
 JD0536
 JD0536                          STATION DESCRIPTION
 JD0536
 JD0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0536'1.6 MI NE FROM SYRACUSE.
 JD0536'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0536'STATION AT SYRACUSE, THENCE 0.85 MILE NORTH ALONG STATE HIGHWAY
 JD0536'5, AT THE COOPER-MORGAN COUNTY LINE, 37.5 FEET NORTHEAST OF A
 JD0536'ROAD INTERSECTION, 34 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JD0536'24 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 2.5 FEET
 JD0536'NORTHWEST OF A POWER POLE BRACED BY A GUY WIRE, 2.0 FEET NORTHWEST
 JD0536'OF A FENCE CORNER, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 JD0536'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0536'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0760 ***********************************************************************
 KD0760  DESIGNATION -  F 293
 KD0760  PID         -  KD0760
 KD0760  STATE/COUNTY-  MO/LAFAYETTE
 KD0760  USGS QUAD   -  ODESSA NORTH (1978)
 KD0760
 KD0760                         *CURRENT SURVEY CONTROL
 KD0760  ___________________________________________________________________
 KD0760* NAD 83(1986)-  39 00 25.     (N)    093 56 05.     (W)     SCALED    
 KD0760* NAVD 88     -       274.270  (meters)     899.83   (feet)  ADJUSTED  
 KD0760  ___________________________________________________________________
 KD0760  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0760  DYNAMIC HT  -         274.093 (meters)     899.25  (feet)  COMP
 KD0760  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 KD0760
 KD0760  VERT ORDER  -  SECOND    CLASS 0
 KD0760
 KD0760.The horizontal coordinates were scaled from a topographic map and have
 KD0760.an estimated accuracy of +/- 6 seconds.
 KD0760
 KD0760.The orthometric height was determined by differential leveling
 KD0760.and adjusted by the National Geodetic Survey in June 1991..
 KD0760
 KD0760.The geoid height was determined by GEOID03.
 KD0760
 KD0760.The dynamic height is computed by dividing the NAVD 88
 KD0760.geopotential number by the normal gravity value computed on the
 KD0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0760.degrees latitude (g = 980.6199 gals.).
 KD0760
 KD0760.The modeled gravity was interpolated from observed gravity values.
 KD0760
 KD0760;                    North         East    Units  Estimated Accuracy
 KD0760;SPC MO W     -   315,370.      898,960.      MT  (+/- 180 meters Scaled)
 KD0760
 KD0760                          SUPERSEDED SURVEY CONTROL
 KD0760
 KD0760  NGVD 29 (??/??/92)  274.170  (m)          899.51   (f) ADJ UNCH    2 0
 KD0760
 KD0760.Superseded values are not recommended for survey control.
 KD0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0760.See file dsdata.txt to determine how the superseded data were derived.
 KD0760
 KD0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD190179(NAD 83)
 KD0760_MARKER: DB = BENCH MARK DISK
 KD0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0760_SP_SET: CULVERT
 KD0760_STAMPING: F 293 1962
 KD0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0760
 KD0760  HISTORY     - Date     Condition        Report By
 KD0760  HISTORY     - 1962     MONUMENTED       CGS
 KD0760  HISTORY     - 1963     GOOD             NGS
 KD0760  HISTORY     - 20060902 MARK NOT FOUND   GEOCAC
 KD0760
 KD0760                          STATION DESCRIPTION
 KD0760
 KD0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0760'1.6 MI E FROM ODESSA.
 KD0760'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0760'AT ODESSA, THENCE 0.8 MILE EAST ALONG INTERSTATE HIGHWAY 70,
 KD0760'30 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE
 KD0760'OF THE HIGHWAY, SET IN THE WEST END OF THE NORTH CONCRETE
 KD0760'HEADWALL OF A 5 X 7 FOOT CULVERT, AND ABOUT 4 FEET BELOW THE
 KD0760'LEVEL OF THE HIGHWAY.
 KD0760
 KD0760                          STATION RECOVERY (2006)
 KD0760
 KD0760'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0791 ***********************************************************************
 KD0791  DESIGNATION -  F 294
 KD0791  PID         -  KD0791
 KD0791  STATE/COUNTY-  MO/LAFAYETTE
 KD0791  USGS QUAD   -  ODESSA NORTH (1978)
 KD0791
 KD0791                         *CURRENT SURVEY CONTROL
 KD0791  ___________________________________________________________________
 KD0791* NAD 83(1986)-  39 02 01.     (N)    093 53 11.     (W)     SCALED    
 KD0791* NAVD 88     -       278.397  (meters)     913.37   (feet)  ADJUSTED  
 KD0791  ___________________________________________________________________
 KD0791  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0791  DYNAMIC HT  -         278.219 (meters)     912.79  (feet)  COMP
 KD0791  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 KD0791
 KD0791  VERT ORDER  -  SECOND    CLASS 0
 KD0791
 KD0791.The horizontal coordinates were scaled from a topographic map and have
 KD0791.an estimated accuracy of +/- 6 seconds.
 KD0791
 KD0791.The orthometric height was determined by differential leveling
 KD0791.and adjusted by the National Geodetic Survey in June 1991..
 KD0791
 KD0791.The geoid height was determined by GEOID03.
 KD0791
 KD0791.The dynamic height is computed by dividing the NAVD 88
 KD0791.geopotential number by the normal gravity value computed on the
 KD0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0791.degrees latitude (g = 980.6199 gals.).
 KD0791
 KD0791.The modeled gravity was interpolated from observed gravity values.
 KD0791
 KD0791;                    North         East    Units  Estimated Accuracy
 KD0791;SPC MO W     -   318,360.      903,130.      MT  (+/- 180 meters Scaled)
 KD0791
 KD0791                          SUPERSEDED SURVEY CONTROL
 KD0791
 KD0791  NGVD 29 (??/??/92)  278.297  (m)          913.05   (f) ADJ UNCH    2 0
 KD0791
 KD0791.Superseded values are not recommended for survey control.
 KD0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0791.See file dsdata.txt to determine how the superseded data were derived.
 KD0791
 KD0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD232208(NAD 83)
 KD0791_MARKER: DB = BENCH MARK DISK
 KD0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0791_STAMPING: F 294 1962
 KD0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0791+STABILITY: SURFACE MOTION
 KD0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0791+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 KD0791
 KD0791  HISTORY     - Date     Condition        Report By
 KD0791  HISTORY     - 1962     MONUMENTED       CGS
 KD0791  HISTORY     - 20060902 GOOD             GEOCAC
 KD0791
 KD0791                          STATION DESCRIPTION
 KD0791
 KD0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0791'10.8 MI S FROM LEXINGTON.
 KD0791'0.4 MILE SOUTH ALONG 20TH STREET FROM THE RAILROAD STATION AT
 KD0791'LEXINGTON, THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 13,
 KD0791'THENCE 8.7 MILES SOUTH ALONG COUNTY ROAD O, 65 FEET NORTHWEST
 KD0791'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING WEST, 61 FEET
 KD0791'WEST OF THE CENTERLINE OF THE ROAD, 18 FEET NORTH OF THE
 KD0791'CENTERLINE OF THE ROAD LEADING WEST, 1.5 FEET EAST OF A TELEPHONE
 KD0791'POLE, 1.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 KD0791'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 KD0791
 KD0791                          STATION RECOVERY (2006)
 KD0791
 KD0791'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0791'HH2 N39 02 03.6 W93 53 12.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2005 ***********************************************************************
 JD2005  DESIGNATION -  F 295
 JD2005  PID         -  JD2005
 JD2005  STATE/COUNTY-  MO/LAFAYETTE
 JD2005  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2005
 JD2005                         *CURRENT SURVEY CONTROL
 JD2005  ___________________________________________________________________
 JD2005* NAD 83(1986)-  38 56 35.     (N)    093 53 24.     (W)     SCALED    
 JD2005* NAVD 88     -       277.725  (meters)     911.17   (feet)  ADJUSTED  
 JD2005  ___________________________________________________________________
 JD2005  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD2005  DYNAMIC HT  -         277.543 (meters)     910.57  (feet)  COMP
 JD2005  MODELED GRAV-     979,964.9   (mgal)                       NAVD 88
 JD2005
 JD2005  VERT ORDER  -  SECOND    CLASS 0
 JD2005
 JD2005.The horizontal coordinates were scaled from a topographic map and have
 JD2005.an estimated accuracy of +/- 6 seconds.
 JD2005
 JD2005.The orthometric height was determined by differential leveling
 JD2005.and adjusted by the National Geodetic Survey in June 1991..
 JD2005
 JD2005.The geoid height was determined by GEOID03.
 JD2005
 JD2005.The dynamic height is computed by dividing the NAVD 88
 JD2005.geopotential number by the normal gravity value computed on the
 JD2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2005.degrees latitude (g = 980.6199 gals.).
 JD2005
 JD2005.The modeled gravity was interpolated from observed gravity values.
 JD2005
 JD2005;                    North         East    Units  Estimated Accuracy
 JD2005;SPC MO W     -   308,310.      902,880.      MT  (+/- 180 meters Scaled)
 JD2005
 JD2005                          SUPERSEDED SURVEY CONTROL
 JD2005
 JD2005  NGVD 29 (??/??/92)  277.626  (m)          910.84   (f) ADJ UNCH    2 0
 JD2005
 JD2005.Superseded values are not recommended for survey control.
 JD2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2005.See file dsdata.txt to determine how the superseded data were derived.
 JD2005
 JD2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD228108(NAD 83)
 JD2005_MARKER: DB = BENCH MARK DISK
 JD2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2005_STAMPING: F 295 1963
 JD2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2005+STABILITY: SURFACE MOTION
 JD2005
 JD2005  HISTORY     - Date     Condition        Report By
 JD2005  HISTORY     - 1963     MONUMENTED       CGS
 JD2005
 JD2005                          STATION DESCRIPTION
 JD2005
 JD2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2005'8.6 MI SE FROM ODESSA.
 JD2005'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2005'AT ODESSA, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 40 AND
 JD2005'INTERSTATE HIGHWAY 70, THENCE 4.5 MILES SOUTH ALONG COUNTY ROAD
 JD2005'M, 34 FEET EAST OF THE CENTERLINE OF THE ROAD, 21 FEET SOUTH OF THE
 JD2005'CENTERLINE OF A DRIVEWAY LEADING TO A FARM BELONGING TO MR.
 JD2005'STEELMAN, 4 FEET SOUTHWEST OF A FENCE CORNER, 2.0 FEET NORTH OF
 JD2005'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JD2005'OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1829 ***********************************************************************
 JD1829  DESIGNATION -  F 296
 JD1829  PID         -  JD1829
 JD1829  STATE/COUNTY-  MO/JOHNSON
 JD1829  USGS QUAD   -  HOLDEN (1954)
 JD1829
 JD1829                         *CURRENT SURVEY CONTROL
 JD1829  ___________________________________________________________________
 JD1829* NAD 83(1986)-  38 43 23.     (N)    093 55 22.     (W)     SCALED    
 JD1829* NAVD 88     -       256.694  (meters)     842.17   (feet)  ADJUSTED  
 JD1829  ___________________________________________________________________
 JD1829  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD1829  DYNAMIC HT  -         256.519 (meters)     841.60  (feet)  COMP
 JD1829  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 JD1829
 JD1829  VERT ORDER  -  FIRST     CLASS II
 JD1829
 JD1829.The horizontal coordinates were scaled from a topographic map and have
 JD1829.an estimated accuracy of +/- 6 seconds.
 JD1829
 JD1829.The orthometric height was determined by differential leveling
 JD1829.and adjusted by the National Geodetic Survey in June 1991..
 JD1829
 JD1829.The geoid height was determined by GEOID03.
 JD1829
 JD1829.The dynamic height is computed by dividing the NAVD 88
 JD1829.geopotential number by the normal gravity value computed on the
 JD1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1829.degrees latitude (g = 980.6199 gals.).
 JD1829
 JD1829.The modeled gravity was interpolated from observed gravity values.
 JD1829
 JD1829;                    North         East    Units  Estimated Accuracy
 JD1829;SPC MO W     -   283,870.      900,190.      MT  (+/- 180 meters Scaled)
 JD1829
 JD1829                          SUPERSEDED SURVEY CONTROL
 JD1829
 JD1829  NGVD 29 (??/??/92)  256.592  (m)          841.84   (f) ADJ UNCH    1 2
 JD1829
 JD1829.Superseded values are not recommended for survey control.
 JD1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1829.See file dsdata.txt to determine how the superseded data were derived.
 JD1829
 JD1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC197864(NAD 83)
 JD1829_MARKER: DB = BENCH MARK DISK
 JD1829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD1829_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD1829_STAMPING: F 296 1963
 JD1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1829
 JD1829  HISTORY     - Date     Condition        Report By
 JD1829  HISTORY     - 1963     MONUMENTED       CGS
 JD1829
 JD1829                          STATION DESCRIPTION
 JD1829
 JD1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1829'3.8 MI E FROM HOLDEN.
 JD1829'ABOUT 3.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1829'STATION AT HOLDEN, ABOUT 100 YARDS WEST OF A CORRUGATED METAL
 JD1829'PIPE CULVERT, 38.5 FEET NORTH OF THE NORTH RAIL, 8 FEET SOUTH
 JD1829'OF A FENCE, 3 FEET EAST OF A TELEPHONE POLE, 1.5 FEET WEST OF A
 JD1829'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK BRAZED
 JD1829'ON THE TOP OF AN IRON PIPE THAT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0585 ***********************************************************************
 JD0585  DESIGNATION -  F 297
 JD0585  PID         -  JD0585
 JD0585  STATE/COUNTY-  MO/COOPER
 JD0585  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0585
 JD0585                         *CURRENT SURVEY CONTROL
 JD0585  ___________________________________________________________________
 JD0585* NAD 83(1986)-  38 43 15.     (N)    092 57 32.     (W)     SCALED    
 JD0585* NAVD 88     -       218.910  (meters)     718.21   (feet)  ADJUSTED  
 JD0585  ___________________________________________________________________
 JD0585  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0585  DYNAMIC HT  -         218.764 (meters)     717.73  (feet)  COMP
 JD0585  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 JD0585
 JD0585  VERT ORDER  -  SECOND    CLASS 0
 JD0585
 JD0585.The horizontal coordinates were scaled from a topographic map and have
 JD0585.an estimated accuracy of +/- 6 seconds.
 JD0585
 JD0585.The orthometric height was determined by differential leveling
 JD0585.and adjusted by the National Geodetic Survey in June 1991..
 JD0585
 JD0585.The geoid height was determined by GEOID03.
 JD0585
 JD0585.The dynamic height is computed by dividing the NAVD 88
 JD0585.geopotential number by the normal gravity value computed on the
 JD0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0585.degrees latitude (g = 980.6199 gals.).
 JD0585
 JD0585.The modeled gravity was interpolated from observed gravity values.
 JD0585
 JD0585;                    North         East    Units  Estimated Accuracy
 JD0585;SPC MO C     -   320,540.      460,100.      MT  (+/- 180 meters Scaled)
 JD0585
 JD0585                          SUPERSEDED SURVEY CONTROL
 JD0585
 JD0585  NGVD 29 (??/??/92)  218.819  (m)          717.91   (f) ADJ UNCH    2 0
 JD0585
 JD0585.Superseded values are not recommended for survey control.
 JD0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0585.See file dsdata.txt to determine how the superseded data were derived.
 JD0585
 JD0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC035857(NAD 83)
 JD0585_MARKER: DB = BENCH MARK DISK
 JD0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0585_SP_SET: CULVERT
 JD0585_STAMPING: F 297 1963
 JD0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0585
 JD0585  HISTORY     - Date     Condition        Report By
 JD0585  HISTORY     - 1963     MONUMENTED       CGS
 JD0585
 JD0585                          STATION DESCRIPTION
 JD0585
 JD0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0585'3.6 MI NE FROM OTTERVILLE.
 JD0585'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0585'THE STATION AT OTTERVILLE, THENCE 0.2 MILE NORTH ALONG A TRACK
 JD0585'ROAD, THENCE 1.15 MILES NORTH ALONG COUNTY ROAD C, 15.5 FEET
 JD0585'EAST OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF THE NORTH
 JD0585'END OF THE EAST CONCRETE HEADWALL OF A 6 X 8 FOOT CONCRETE
 JD0585'CULVERT UNDER THE ROAD, 0.5 FOOT SOUTH OF THE NORTH EDGE OF THE
 JD0585'HEADWALL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1160 ***********************************************************************
 JD1160  DESIGNATION -  F 298
 JD1160  PID         -  JD1160
 JD1160  STATE/COUNTY-  MO/PETTIS
 JD1160  USGS QUAD   -  BEAMAN (1978)
 JD1160
 JD1160                         *CURRENT SURVEY CONTROL
 JD1160  ___________________________________________________________________
 JD1160* NAD 83(1986)-  38 51 31.     (N)    093 10 01.     (W)     SCALED    
 JD1160* NAVD 88     -       241.468  (meters)     792.22   (feet)  ADJUSTED  
 JD1160  ___________________________________________________________________
 JD1160  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD1160  DYNAMIC HT  -         241.312 (meters)     791.70  (feet)  COMP
 JD1160  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 JD1160
 JD1160  VERT ORDER  -  SECOND    CLASS 0
 JD1160
 JD1160.The horizontal coordinates were scaled from a topographic map and have
 JD1160.an estimated accuracy of +/- 6 seconds.
 JD1160
 JD1160.The orthometric height was determined by differential leveling
 JD1160.and adjusted by the National Geodetic Survey in June 1991..
 JD1160
 JD1160.The geoid height was determined by GEOID03.
 JD1160
 JD1160.The dynamic height is computed by dividing the NAVD 88
 JD1160.geopotential number by the normal gravity value computed on the
 JD1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1160.degrees latitude (g = 980.6199 gals.).
 JD1160
 JD1160.The modeled gravity was interpolated from observed gravity values.
 JD1160
 JD1160;                    North         East    Units  Estimated Accuracy
 JD1160;SPC MO C     -   335,950.      442,110.      MT  (+/- 180 meters Scaled)
 JD1160
 JD1160                          SUPERSEDED SURVEY CONTROL
 JD1160
 JD1160  NGVD 29 (??/??/92)  241.381  (m)          791.93   (f) ADJ UNCH    2 0
 JD1160
 JD1160.Superseded values are not recommended for survey control.
 JD1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1160.See file dsdata.txt to determine how the superseded data were derived.
 JD1160
 JD1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD855011(NAD 83)
 JD1160_MARKER: DB = BENCH MARK DISK
 JD1160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1160_SP_SET: CULVERT
 JD1160_STAMPING: F 298 1963
 JD1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1160
 JD1160  HISTORY     - Date     Condition        Report By
 JD1160  HISTORY     - 1963     MONUMENTED       CGS
 JD1160
 JD1160                          STATION DESCRIPTION
 JD1160
 JD1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1160'13.2 MI NE FROM SEDALIA.
 JD1160'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1160'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1160'HIGHWAY 65, THENCE 2.9 MILES EAST ALONG PAVED COUNTY ROAD J,
 JD1160'178 FEET WEST OF THE CENTER OF THE JUNCTION OF COUNTY ROAD EE,
 JD1160'SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL
 JD1160'OF A 6 X 8 FOOT CONCRETE CULVERT UNDER COUNTY ROAD J, 12.5 FEET
 JD1160'NORTH OF THE CENTERLINE OF THE ROAD, 0.6 FOOT EAST OF THE WEST
 JD1160'EDGE OF THE HEAD WALL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2021 ***********************************************************************
 JD2021  DESIGNATION -  F 299
 JD2021  PID         -  JD2021
 JD2021  STATE/COUNTY-  MO/JOHNSON
 JD2021  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD2021
 JD2021                         *CURRENT SURVEY CONTROL
 JD2021  ___________________________________________________________________
 JD2021* NAD 83(1986)-  38 51 59.     (N)    093 48 30.     (W)     SCALED    
 JD2021* NAVD 88     -       260.939  (meters)     856.10   (feet)  ADJUSTED  
 JD2021  ___________________________________________________________________
 JD2021  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD2021  DYNAMIC HT  -         260.766 (meters)     855.53  (feet)  COMP
 JD2021  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 JD2021
 JD2021  VERT ORDER  -  SECOND    CLASS 0
 JD2021
 JD2021.The horizontal coordinates were scaled from a topographic map and have
 JD2021.an estimated accuracy of +/- 6 seconds.
 JD2021
 JD2021.The orthometric height was determined by differential leveling
 JD2021.and adjusted by the National Geodetic Survey in June 1991..
 JD2021
 JD2021.The geoid height was determined by GEOID03.
 JD2021
 JD2021.The dynamic height is computed by dividing the NAVD 88
 JD2021.geopotential number by the normal gravity value computed on the
 JD2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2021.degrees latitude (g = 980.6199 gals.).
 JD2021
 JD2021.The modeled gravity was interpolated from observed gravity values.
 JD2021
 JD2021;                    North         East    Units  Estimated Accuracy
 JD2021;SPC MO W     -   299,850.      910,030.      MT  (+/- 180 meters Scaled)
 JD2021
 JD2021                          SUPERSEDED SURVEY CONTROL
 JD2021
 JD2021  NGVD 29 (??/??/92)  260.845  (m)          855.79   (f) ADJ UNCH    2 0
 JD2021
 JD2021.Superseded values are not recommended for survey control.
 JD2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2021.See file dsdata.txt to determine how the superseded data were derived.
 JD2021
 JD2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD298022(NAD 83)
 JD2021_MARKER: DB = BENCH MARK DISK
 JD2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2021_STAMPING: F 299 1963
 JD2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2021+STABILITY: SURFACE MOTION
 JD2021
 JD2021  HISTORY     - Date     Condition        Report By
 JD2021  HISTORY     - 1963     MONUMENTED       CGS
 JD2021
 JD2021                          STATION DESCRIPTION
 JD2021
 JD2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2021'10.3 MI NW FROM WARRENSBURG.
 JD2021'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE INTERSECTION
 JD2021'OF U.S. HIGHWAY 50 AT WARRENSBURG, THENCE 6.3 MILES NORTHWEST
 JD2021'ALONG GRAVELED COUNTY ROAD OO, 0.1 MILE EAST OF A T-JUNCTION OF
 JD2021'FENCES, 45.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.0 FEET
 JD2021'SOUTH OF A BRACE POST FOR A FENCE, 1.7 FEET EAST OF A METAL WITNESS
 JD2021'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 JD2021'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1074 ***********************************************************************
 JD1074  DESIGNATION -  F 3 B 1
 JD1074  PID         -  JD1074
 JD1074  STATE/COUNTY-  MO/PETTIS
 JD1074  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD1074
 JD1074                         *CURRENT SURVEY CONTROL
 JD1074  ___________________________________________________________________
 JD1074* NAD 83(1986)-  38 32 29.     (N)    093 23 09.     (W)     SCALED    
 JD1074* NAVD 88     -       287.691  (meters)     943.87   (feet)  ADJUSTED  
 JD1074  ___________________________________________________________________
 JD1074  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1074  DYNAMIC HT  -         287.488 (meters)     943.20  (feet)  COMP
 JD1074  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 JD1074
 JD1074  VERT ORDER  -  SECOND    CLASS 0
 JD1074
 JD1074.The horizontal coordinates were scaled from a topographic map and have
 JD1074.an estimated accuracy of +/- 6 seconds.
 JD1074
 JD1074.The orthometric height was determined by differential leveling
 JD1074.and adjusted by the National Geodetic Survey in June 1991..
 JD1074
 JD1074.The geoid height was determined by GEOID03.
 JD1074
 JD1074.The dynamic height is computed by dividing the NAVD 88
 JD1074.geopotential number by the normal gravity value computed on the
 JD1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1074.degrees latitude (g = 980.6199 gals.).
 JD1074
 JD1074.The modeled gravity was interpolated from observed gravity values.
 JD1074
 JD1074;                    North         East    Units  Estimated Accuracy
 JD1074;SPC MO C     -   300,900.      422,780.      MT  (+/- 180 meters Scaled)
 JD1074
 JD1074                          SUPERSEDED SURVEY CONTROL
 JD1074
 JD1074  NGVD 29 (??/??/92)  287.57   (m)          943.5    (f) COMPUTED    2 0
 JD1074
 JD1074.Superseded values are not recommended for survey control.
 JD1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1074.See file dsdata.txt to determine how the superseded data were derived.
 JD1074
 JD1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC663659(NAD 83)
 JD1074_MARKER: Z = SEE DESCRIPTION
 JD1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1074_SP_SET: TRIBRACH
 JD1074_STAMPING: F3 B1
 JD1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1074
 JD1074  HISTORY     - Date     Condition        Report By
 JD1074  HISTORY     - UNK      MONUMENTED       DOD
 JD1074  HISTORY     - 1963     GOOD             NGS
 JD1074
 JD1074                          STATION DESCRIPTION
 JD1074
 JD1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1074'4.4 MI SW FROM MANILA.
 JD1074'ABOUT 1.1 MILES SOUTH ALONG COUNTY ROAD ZZ FROM THE BAPTIST
 JD1074'CHURCH AT MANILA, THENCE 2.95 MILES WEST ALONG STATE HIGHWAY
 JD1074'52, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE
 JD1074'ACROSS COUNTRY, IN SECTION 31, T 44 N, R 22 W, AND THE TOP
 JD1074'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 JD1074'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 JD1074'4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1075 ***********************************************************************
 JD1075  DESIGNATION -  F 3 B 2
 JD1075  PID         -  JD1075
 JD1075  STATE/COUNTY-  MO/PETTIS
 JD1075  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD1075
 JD1075                         *CURRENT SURVEY CONTROL
 JD1075  ___________________________________________________________________
 JD1075* NAD 83(1986)-  38 32 22.     (N)    093 22 58.     (W)     SCALED    
 JD1075* NAVD 88     -       285.534  (meters)     936.79   (feet)  ADJUSTED  
 JD1075  ___________________________________________________________________
 JD1075  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1075  DYNAMIC HT  -         285.332 (meters)     936.13  (feet)  COMP
 JD1075  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 JD1075
 JD1075  VERT ORDER  -  SECOND    CLASS 0
 JD1075
 JD1075.The horizontal coordinates were scaled from a topographic map and have
 JD1075.an estimated accuracy of +/- 6 seconds.
 JD1075
 JD1075.The orthometric height was determined by differential leveling
 JD1075.and adjusted by the National Geodetic Survey in June 1991..
 JD1075
 JD1075.The geoid height was determined by GEOID03.
 JD1075
 JD1075.The dynamic height is computed by dividing the NAVD 88
 JD1075.geopotential number by the normal gravity value computed on the
 JD1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1075.degrees latitude (g = 980.6199 gals.).
 JD1075
 JD1075.The modeled gravity was interpolated from observed gravity values.
 JD1075
 JD1075;                    North         East    Units  Estimated Accuracy
 JD1075;SPC MO C     -   300,680.      423,040.      MT  (+/- 180 meters Scaled)
 JD1075
 JD1075                          SUPERSEDED SURVEY CONTROL
 JD1075
 JD1075  NGVD 29 (??/??/92)  285.42   (m)          936.4    (f) COMPUTED    2 0
 JD1075
 JD1075.Superseded values are not recommended for survey control.
 JD1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1075.See file dsdata.txt to determine how the superseded data were derived.
 JD1075
 JD1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC666657(NAD 83)
 JD1075_MARKER: Z = SEE DESCRIPTION
 JD1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1075_SP_SET: TRIBRACH
 JD1075_STAMPING: F4 B2
 JD1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1075
 JD1075  HISTORY     - Date     Condition        Report By
 JD1075  HISTORY     - UNK      MONUMENTED       DOD
 JD1075  HISTORY     - 1963     GOOD             NGS
 JD1075
 JD1075                          STATION DESCRIPTION
 JD1075
 JD1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1075'3.9 MI SW FROM MANILA.
 JD1075'ABOUT 1.1 MILES SOUTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1075'CHURCH AT MANILA, THENCE 2.7 MILES WEST ALONG STATE HIGHWAY 52,
 JD1075'THENCE 0.1 MILE NORTH ALONG A NORTH-SOUTH FENCE LINE, IN SECTION
 JD1075'31, T 44 N, R 22 W, AND THE TOP SURFACE OVER THE CENTER HOLE OF
 JD1075'A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD1075'CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0369 ***********************************************************************
 HD0369  DESIGNATION -  F 30
 HD0369  PID         -  HD0369
 HD0369  STATE/COUNTY-  MO/LACLEDE
 HD0369  USGS QUAD   -  ELDRIDGE EAST (1985)
 HD0369
 HD0369                         *CURRENT SURVEY CONTROL
 HD0369  ___________________________________________________________________
 HD0369* NAD 83(1986)-  37 51 04.     (N)    092 42 04.     (W)     SCALED    
 HD0369* NAVD 88     -       313.627  (meters)    1028.96   (feet)  ADJUSTED  
 HD0369  ___________________________________________________________________
 HD0369  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HD0369  DYNAMIC HT  -         313.391 (meters)    1028.18  (feet)  COMP
 HD0369  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 HD0369
 HD0369  VERT ORDER  -  SECOND    CLASS 0
 HD0369
 HD0369.The horizontal coordinates were scaled from a topographic map and have
 HD0369.an estimated accuracy of +/- 6 seconds.
 HD0369
 HD0369.The orthometric height was determined by differential leveling
 HD0369.and adjusted by the National Geodetic Survey in June 1991..
 HD0369
 HD0369.The geoid height was determined by GEOID03.
 HD0369
 HD0369.The dynamic height is computed by dividing the NAVD 88
 HD0369.geopotential number by the normal gravity value computed on the
 HD0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0369.degrees latitude (g = 980.6199 gals.).
 HD0369
 HD0369.The modeled gravity was interpolated from observed gravity values.
 HD0369
 HD0369;                    North         East    Units  Estimated Accuracy
 HD0369;SPC MO C     -   223,930.      482,300.      MT  (+/- 180 meters Scaled)
 HD0369
 HD0369                          SUPERSEDED SURVEY CONTROL
 HD0369
 HD0369.No superseded survey control is available for this station.
 HD0369
 HD0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB262893(NAD 83)
 HD0369_MARKER: DB = BENCH MARK DISK
 HD0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0369_STAMPING: F 30 1934
 HD0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0369+STABILITY: SURFACE MOTION
 HD0369
 HD0369  HISTORY     - Date     Condition        Report By
 HD0369  HISTORY     - 1934     MONUMENTED       CGS
 HD0369
 HD0369                          STATION DESCRIPTION
 HD0369
 HD0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0369'4.2 MI S FROM DECATURVILLE.
 HD0369'IN LACLEDE COUNTY, 4.2 MILES SOUTH ALONG STATE HIGHWAY 5 FROM
 HD0369'DECATURVILLE, CAMDEN COUNTY, 34 FEET EAST OF THE CENTERLINE OF
 HD0369'THE HIGHWAY, AND 39 FEET NORTHWEST OF A 23-INCH BLACK OAK TREE
 HD0369'WHICH IS 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 HD0369'STANDARD DISK, STAMPED F 30 1934 AND SET IN THE TOP OF A
 HD0369'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2056 ***********************************************************************
 JD2056  DESIGNATION -  F 300
 JD2056  PID         -  JD2056
 JD2056  STATE/COUNTY-  MO/LAFAYETTE
 JD2056  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2056
 JD2056                         *CURRENT SURVEY CONTROL
 JD2056  ___________________________________________________________________
 JD2056* NAD 83(1986)-  38 56 28.     (N)    093 59 00.     (W)     SCALED    
 JD2056* NAVD 88     -       262.724  (meters)     861.95   (feet)  ADJUSTED  
 JD2056  ___________________________________________________________________
 JD2056  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2056  DYNAMIC HT  -         262.550 (meters)     861.38  (feet)  COMP
 JD2056  MODELED GRAV-     979,961.1   (mgal)                       NAVD 88
 JD2056
 JD2056  VERT ORDER  -  SECOND    CLASS 0
 JD2056
 JD2056.The horizontal coordinates were scaled from a topographic map and have
 JD2056.an estimated accuracy of +/- 6 seconds.
 JD2056
 JD2056.The orthometric height was determined by differential leveling
 JD2056.and adjusted by the National Geodetic Survey in June 1991..
 JD2056
 JD2056.The geoid height was determined by GEOID03.
 JD2056
 JD2056.The dynamic height is computed by dividing the NAVD 88
 JD2056.geopotential number by the normal gravity value computed on the
 JD2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2056.degrees latitude (g = 980.6199 gals.).
 JD2056
 JD2056.The modeled gravity was interpolated from observed gravity values.
 JD2056
 JD2056;                    North         East    Units  Estimated Accuracy
 JD2056;SPC MO W     -   308,040.      894,790.      MT  (+/- 180 meters Scaled)
 JD2056
 JD2056                          SUPERSEDED SURVEY CONTROL
 JD2056
 JD2056  NGVD 29 (??/??/92)  262.622  (m)          861.62   (f) ADJ UNCH    2 0
 JD2056
 JD2056.Superseded values are not recommended for survey control.
 JD2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2056.See file dsdata.txt to determine how the superseded data were derived.
 JD2056
 JD2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD147107(NAD 83)
 JD2056_MARKER: DB = BENCH MARK DISK
 JD2056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2056_SP_SET: CULVERT
 JD2056_STAMPING: F 300 1963
 JD2056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2056+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 JD2056
 JD2056  HISTORY     - Date     Condition        Report By
 JD2056  HISTORY     - 1963     MONUMENTED       CGS
 JD2056  HISTORY     - 19970701 GOOD             MOHC
 JD2056  HISTORY     - 20060904 GOOD             GEOCAC
 JD2056
 JD2056                          STATION DESCRIPTION
 JD2056
 JD2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2056'5.8 MI SW FROM ODESSA.
 JD2056'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2056'AT ODESSA, THENCE 1.3 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 JD2056'THENCE 1.05 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.75 MILE
 JD2056'WEST ALONG A GRAVELED ROAD, THENCE 1.65 MILES SOUTH ALONG A
 JD2056'GRAVELED ROAD, SET IN THE SOUTH END OF THE WEST CONCRETE HEAD
 JD2056'WALL OF A 4 X 5 FOOT CONCRETE CULVERT, 9 FEET WEST OF THE
 JD2056'CENTERLINE OF THE ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JD2056'ROAD.
 JD2056
 JD2056                          STATION RECOVERY (1997)
 JD2056
 JD2056'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1997 (MP)
 JD2056'RECOVERED IN GOOD CONDITION.
 JD2056
 JD2056                          STATION RECOVERY (2006)
 JD2056
 JD2056'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2056'HH2 N38 56 29.4 W93 59 00.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0225 ***********************************************************************
 JE0225  DESIGNATION -  F 302
 JE0225  PID         -  JE0225
 JE0225  STATE/COUNTY-  MO/CASS
 JE0225  USGS QUAD   -  QUICK CITY (1954)
 JE0225
 JE0225                         *CURRENT SURVEY CONTROL
 JE0225  ___________________________________________________________________
 JE0225* NAD 83(1986)-  38 33 42.     (N)    094 07 28.     (W)     SCALED    
 JE0225* NAVD 88     -       266.358  (meters)     873.88   (feet)  ADJUSTED  
 JE0225  ___________________________________________________________________
 JE0225  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JE0225  DYNAMIC HT  -         266.175 (meters)     873.28  (feet)  COMP
 JE0225  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 JE0225
 JE0225  VERT ORDER  -  SECOND    CLASS 0
 JE0225
 JE0225.The horizontal coordinates were scaled from a topographic map and have
 JE0225.an estimated accuracy of +/- 6 seconds.
 JE0225
 JE0225.The orthometric height was determined by differential leveling
 JE0225.and adjusted by the National Geodetic Survey in June 1991..
 JE0225
 JE0225.The geoid height was determined by GEOID03.
 JE0225
 JE0225.The dynamic height is computed by dividing the NAVD 88
 JE0225.geopotential number by the normal gravity value computed on the
 JE0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0225.degrees latitude (g = 980.6199 gals.).
 JE0225
 JE0225.The modeled gravity was interpolated from observed gravity values.
 JE0225
 JE0225;                    North         East    Units  Estimated Accuracy
 JE0225;SPC MO W     -   265,860.      882,730.      MT  (+/- 180 meters Scaled)
 JE0225
 JE0225                          SUPERSEDED SURVEY CONTROL
 JE0225
 JE0225  NGVD 29 (??/??/92)  266.231  (m)          873.46   (f) ADJ UNCH    2 0
 JE0225
 JE0225.Superseded values are not recommended for survey control.
 JE0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0225.See file dsdata.txt to determine how the superseded data were derived.
 JE0225
 JE0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC020687(NAD 83)
 JE0225_MARKER: DB = BENCH MARK DISK
 JE0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0225_STAMPING: F 302 1963
 JE0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0225+STABILITY: SURFACE MOTION
 JE0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0225+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 JE0225
 JE0225  HISTORY     - Date     Condition        Report By
 JE0225  HISTORY     - 1963     MONUMENTED       CGS
 JE0225  HISTORY     - 1981     GOOD             NGS
 JE0225  HISTORY     - 20060526 GOOD             INDIV
 JE0225
 JE0225                          STATION DESCRIPTION
 JE0225
 JE0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0225'4.3 MI E FROM GARDEN CITY.
 JE0225'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 JE0225'AT GARDEN CITY, THENCE 3.1 MILES EAST ALONG PAVED STATE ROAD
 JE0225'NN, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD, IN
 JE0225'S 33, R 29 W, T 44 N, ON THE OUTSIDE OF A SHARP CURVE, 38 FEET
 JE0225'NORTH OF THE CENTERLINE OF THE ROAD, 14 FEET NORTH OF THE
 JE0225'CENTERLINE OF A TRACK ROAD LEADING INTO A FIELD, 4 FEET SOUTHEAST
 JE0225'OF THE EAST END OF A GATE, 1.5 FEET WEST OF A METAL WITNESS
 JE0225'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GRAVELED ROAD, AND
 JE0225'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 JE0225
 JE0225                          STATION RECOVERY (1981)
 JE0225
 JE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0225'RECOVERED IN GOOD CONDITION.
 JE0225
 JE0225                          STATION RECOVERY (2006)
 JE0225
 JE0225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0225'THE METAL WITNESS POST HAS BEEN REPLACED BY A FIBERGLASS WITNESS POST
 JE0225'WHICH NOW STANDS 0.5 FOOT SOUTHWEST OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0708 ***********************************************************************
 JE0708  DESIGNATION -  F 303
 JE0708  PID         -  JE0708
 JE0708  STATE/COUNTY-  MO/HENRY
 JE0708  USGS QUAD   -  CREIGHTON (1953)
 JE0708
 JE0708                         *CURRENT SURVEY CONTROL
 JE0708  ___________________________________________________________________
 JE0708* NAD 83(1986)-  38 29 34.     (N)    094 00 07.     (W)     SCALED    
 JE0708* NAVD 88     -       259.303  (meters)     850.73   (feet)  ADJUSTED  
 JE0708  ___________________________________________________________________
 JE0708  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JE0708  DYNAMIC HT  -         259.125 (meters)     850.15  (feet)  COMP
 JE0708  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 JE0708
 JE0708  VERT ORDER  -  SECOND    CLASS 0
 JE0708
 JE0708.The horizontal coordinates were scaled from a topographic map and have
 JE0708.an estimated accuracy of +/- 6 seconds.
 JE0708
 JE0708.The orthometric height was determined by differential leveling
 JE0708.and adjusted by the National Geodetic Survey in June 1991..
 JE0708
 JE0708.The geoid height was determined by GEOID03.
 JE0708
 JE0708.The dynamic height is computed by dividing the NAVD 88
 JE0708.geopotential number by the normal gravity value computed on the
 JE0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0708.degrees latitude (g = 980.6199 gals.).
 JE0708
 JE0708.The modeled gravity was interpolated from observed gravity values.
 JE0708
 JE0708;                    North         East    Units  Estimated Accuracy
 JE0708;SPC MO W     -   258,260.      893,450.      MT  (+/- 180 meters Scaled)
 JE0708
 JE0708                          SUPERSEDED SURVEY CONTROL
 JE0708
 JE0708  NGVD 29 (??/??/92)  259.177  (m)          850.32   (f) ADJ UNCH    2 0
 JE0708
 JE0708.Superseded values are not recommended for survey control.
 JE0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0708.See file dsdata.txt to determine how the superseded data were derived.
 JE0708
 JE0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC126609(NAD 83)
 JE0708_MARKER: DB = BENCH MARK DISK
 JE0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0708_STAMPING: F 303 1963
 JE0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0708+STABILITY: SURFACE MOTION
 JE0708
 JE0708  HISTORY     - Date     Condition        Report By
 JE0708  HISTORY     - 1963     MONUMENTED       CGS
 JE0708
 JE0708                          STATION DESCRIPTION
 JE0708
 JE0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0708'2 MI N FROM URICH.
 JE0708'ABOUT 2.0 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JE0708'JUNCTION OF STATE HIGHWAY 7 AT URICH, IN S 27, R 28 W, T 43 N,
 JE0708'52 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AN
 JE0708'EAST-WEST ROAD, 43 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 JE0708'ROAD, 31 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 JE0708'7 FEET SOUTHWEST OF A FENCE CORNER, 6 FEET EAST OF A POWER
 JE0708'POLE BRACE WITH A GUY WIRE, 1.5 FEET NORTH OF A METAL WITNESS
 JE0708'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE STATE ROAD, AND SET
 JE0708'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2305 ***********************************************************************
 JD2305  DESIGNATION -  F 304
 JD2305  PID         -  JD2305
 JD2305  STATE/COUNTY-  MO/JOHNSON
 JD2305  USGS QUAD   -  HOLDEN (1954)
 JD2305
 JD2305                         *CURRENT SURVEY CONTROL
 JD2305  ___________________________________________________________________
 JD2305* NAD 83(1986)-  38 38 53.     (N)    093 54 57.     (W)     SCALED    
 JD2305* NAVD 88     -       262.077  (meters)     859.83   (feet)  ADJUSTED  
 JD2305  ___________________________________________________________________
 JD2305  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD2305  DYNAMIC HT  -         261.898 (meters)     859.24  (feet)  COMP
 JD2305  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 JD2305
 JD2305  VERT ORDER  -  SECOND    CLASS 0
 JD2305
 JD2305.The horizontal coordinates were scaled from a topographic map and have
 JD2305.an estimated accuracy of +/- 6 seconds.
 JD2305
 JD2305.The orthometric height was determined by differential leveling
 JD2305.and adjusted by the National Geodetic Survey in June 1991..
 JD2305
 JD2305.The geoid height was determined by GEOID03.
 JD2305
 JD2305.The dynamic height is computed by dividing the NAVD 88
 JD2305.geopotential number by the normal gravity value computed on the
 JD2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2305.degrees latitude (g = 980.6199 gals.).
 JD2305
 JD2305.The modeled gravity was interpolated from observed gravity values.
 JD2305
 JD2305;                    North         East    Units  Estimated Accuracy
 JD2305;SPC MO W     -   275,540.      900,850.      MT  (+/- 180 meters Scaled)
 JD2305
 JD2305                          SUPERSEDED SURVEY CONTROL
 JD2305
 JD2305  NGVD 29 (??/??/92)  261.968  (m)          859.47   (f) ADJ UNCH    2 0
 JD2305
 JD2305.Superseded values are not recommended for survey control.
 JD2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2305.See file dsdata.txt to determine how the superseded data were derived.
 JD2305
 JD2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC203781(NAD 83)
 JD2305_MARKER: DB = BENCH MARK DISK
 JD2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2305_STAMPING: F 304 1963
 JD2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2305+STABILITY: SURFACE MOTION
 JD2305
 JD2305  HISTORY     - Date     Condition        Report By
 JD2305  HISTORY     - 1963     MONUMENTED       CGS
 JD2305  HISTORY     - 20060707 GOOD             INDIV
 JD2305
 JD2305                          STATION DESCRIPTION
 JD2305
 JD2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2305'0.8 MI N FROM MAGNOLIA.
 JD2305'ABOUT 0.8 MILE NORTH ALONG PAVED STATE ROAD O FROM MILLERS STORE
 JD2305'AT MAGNOLIA, IN S 5, R 27 W, T 44 N, 47 FEET SOUTHWEST OF THE
 JD2305'CENTER OF THE INTERSECTION OF GRAVELED STATE ROAD KK, 58 FEET
 JD2305'SOUTH OF THE CENTERLINE OF STATE ROAD KK, 30 FEET SOUTHWEST OF
 JD2305'THE CENTERLINE OF STATE ROAD O, 2.0 FEET EAST OF A FENCE, 1.5
 JD2305'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 JD2305'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JD2305'FOOT.
 JD2305
 JD2305                          STATION RECOVERY (2006)
 JD2305
 JD2305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2305'THE FENCE HAS BEEN REMOVED.
 JD2305' 
 JD2305'THE TOP OF THE CONCRETE POST NOW PROJECTS 0.8 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2264 ***********************************************************************
 JD2264  DESIGNATION -  F 305
 JD2264  PID         -  JD2264
 JD2264  STATE/COUNTY-  MO/JOHNSON
 JD2264  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2264
 JD2264                         *CURRENT SURVEY CONTROL
 JD2264  ___________________________________________________________________
 JD2264* NAD 83(1986)-  38 33 49.     (N)    093 53 32.     (W)     SCALED    
 JD2264* NAVD 88     -       262.735  (meters)     861.99   (feet)  ADJUSTED  
 JD2264  ___________________________________________________________________
 JD2264  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JD2264  DYNAMIC HT  -         262.555 (meters)     861.40  (feet)  COMP
 JD2264  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 JD2264
 JD2264  VERT ORDER  -  SECOND    CLASS 0
 JD2264
 JD2264.The horizontal coordinates were scaled from a topographic map and have
 JD2264.an estimated accuracy of +/- 6 seconds.
 JD2264
 JD2264.The orthometric height was determined by differential leveling
 JD2264.and adjusted by the National Geodetic Survey in June 1991..
 JD2264
 JD2264.The geoid height was determined by GEOID03.
 JD2264
 JD2264.The dynamic height is computed by dividing the NAVD 88
 JD2264.geopotential number by the normal gravity value computed on the
 JD2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2264.degrees latitude (g = 980.6199 gals.).
 JD2264
 JD2264.The modeled gravity was interpolated from observed gravity values.
 JD2264
 JD2264;                    North         East    Units  Estimated Accuracy
 JD2264;SPC MO W     -   266,180.      902,970.      MT  (+/- 180 meters Scaled)
 JD2264
 JD2264                          SUPERSEDED SURVEY CONTROL
 JD2264
 JD2264  NGVD 29 (??/??/92)  262.623  (m)          861.62   (f) ADJ UNCH    2 0
 JD2264
 JD2264.Superseded values are not recommended for survey control.
 JD2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2264.See file dsdata.txt to determine how the superseded data were derived.
 JD2264
 JD2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC222687(NAD 83)
 JD2264_MARKER: DB = BENCH MARK DISK
 JD2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2264_STAMPING: F 305 1963
 JD2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2264+STABILITY: SURFACE MOTION
 JD2264
 JD2264  HISTORY     - Date     Condition        Report By
 JD2264  HISTORY     - 1963     MONUMENTED       CGS
 JD2264
 JD2264                          STATION DESCRIPTION
 JD2264
 JD2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2264'4.4 MI NE FROM BLAIRSTOWN.
 JD2264'ABOUT 0.8 MILE NORTHEAST ALONG A GRAVELED COUNTY ROAD FROM
 JD2264'THE POST OFFICE AT BLAIRSTOWN, THENCE 3.55 MILES EAST ALONG
 JD2264'THE HENRY-JOHNSON COUNTY LINE ROAD WHICH IS GRAVELED, IN S
 JD2264'27, R 27 W, T 44 N, 43 FEET NORTHWEST OF THE CENTER OF THE
 JD2264'INTERSECTION OF A NORTH-SOUTH ROAD, 38 FEET NORTH OF THE
 JD2264'CENTERLINE OF THE EAST-WEST ROAD, 20 FEET WEST OF THE CENTERLINE
 JD2264'OF THE NORTH-SOUTH ROAD, 13 FEET NORTHEAST OF A FENCE CORNER,
 JD2264'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD2264'EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD2264'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1638 ***********************************************************************
 JD1638  DESIGNATION -  F 306
 JD1638  PID         -  JD1638
 JD1638  STATE/COUNTY-  MO/HENRY
 JD1638  USGS QUAD   -  HARTWELL (1981)
 JD1638
 JD1638                         *CURRENT SURVEY CONTROL
 JD1638  ___________________________________________________________________
 JD1638* NAD 83(1986)-  38 26 33.     (N)    093 52 52.     (W)     SCALED    
 JD1638* NAVD 88     -       225.758  (meters)     740.67   (feet)  ADJUSTED  
 JD1638  ___________________________________________________________________
 JD1638  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1638  DYNAMIC HT  -         225.603 (meters)     740.17  (feet)  COMP
 JD1638  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 JD1638
 JD1638  VERT ORDER  -  SECOND    CLASS 0
 JD1638
 JD1638.The horizontal coordinates were scaled from a topographic map and have
 JD1638.an estimated accuracy of +/- 6 seconds.
 JD1638
 JD1638.The orthometric height was determined by differential leveling
 JD1638.and adjusted by the National Geodetic Survey in June 1991..
 JD1638
 JD1638.The geoid height was determined by GEOID03.
 JD1638
 JD1638.The dynamic height is computed by dividing the NAVD 88
 JD1638.geopotential number by the normal gravity value computed on the
 JD1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1638.degrees latitude (g = 980.6199 gals.).
 JD1638
 JD1638.The modeled gravity was interpolated from observed gravity values.
 JD1638
 JD1638;                    North         East    Units  Estimated Accuracy
 JD1638;SPC MO W     -   252,750.      904,030.      MT  (+/- 180 meters Scaled)
 JD1638
 JD1638                          SUPERSEDED SURVEY CONTROL
 JD1638
 JD1638  NGVD 29 (??/??/92)  225.641  (m)          740.29   (f) ADJ UNCH    2 0
 JD1638
 JD1638.Superseded values are not recommended for survey control.
 JD1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1638.See file dsdata.txt to determine how the superseded data were derived.
 JD1638
 JD1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC231552(NAD 83)
 JD1638_MARKER: DB = BENCH MARK DISK
 JD1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1638_STAMPING: F 306 1963
 JD1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1638+STABILITY: SURFACE MOTION
 JD1638
 JD1638  HISTORY     - Date     Condition        Report By
 JD1638  HISTORY     - 1963     MONUMENTED       CGS
 JD1638
 JD1638                          STATION DESCRIPTION
 JD1638
 JD1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1638'1.7 MI W FROM GARLAND.
 JD1638'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1638'BAPTIST CHURCH AT GARLAND, THENCE 1.5 MILES WEST ALONG A
 JD1638'GRAVELED COUNTY ROAD, IN S 15, R 27 W, T 42 N, AT A SHARP TURN
 JD1638'IN THE ROAD, 27 FEET WEST OF THE CENTERLINE OF THE ROAD, 13 FEET
 JD1638'SOUTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 84 FEET NORTH
 JD1638'OF A POWER POLE BRACED BY A GUY WIRE, 3.5 FEET SOUTHEAST OF A
 JD1638'FENCE CORNER, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 JD1638'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1638'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2168 ***********************************************************************
 JD2168  DESIGNATION -  F 307
 JD2168  PID         -  JD2168
 JD2168  STATE/COUNTY-  MO/JOHNSON
 JD2168  USGS QUAD   -  WINDSOR (1981)
 JD2168
 JD2168                         *CURRENT SURVEY CONTROL
 JD2168  ___________________________________________________________________
 JD2168* NAD 83(1986)-  38 35 11.     (N)    093 33 52.     (W)     SCALED    
 JD2168* NAVD 88     -       294.971  (meters)     967.75   (feet)  ADJUSTED  
 JD2168  ___________________________________________________________________
 JD2168  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD2168  DYNAMIC HT  -         294.765 (meters)     967.07  (feet)  COMP
 JD2168  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 JD2168
 JD2168  VERT ORDER  -  SECOND    CLASS 0
 JD2168
 JD2168.The horizontal coordinates were scaled from a topographic map and have
 JD2168.an estimated accuracy of +/- 6 seconds.
 JD2168
 JD2168.The orthometric height was determined by differential leveling
 JD2168.and adjusted by the National Geodetic Survey in June 1991..
 JD2168
 JD2168.The geoid height was determined by GEOID03.
 JD2168
 JD2168.The dynamic height is computed by dividing the NAVD 88
 JD2168.geopotential number by the normal gravity value computed on the
 JD2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2168.degrees latitude (g = 980.6199 gals.).
 JD2168
 JD2168.The modeled gravity was interpolated from observed gravity values.
 JD2168
 JD2168;                    North         East    Units  Estimated Accuracy
 JD2168;SPC MO W     -   268,950.      931,510.      MT  (+/- 180 meters Scaled)
 JD2168
 JD2168                          SUPERSEDED SURVEY CONTROL
 JD2168
 JD2168  NGVD 29 (??/??/92)  294.860  (m)          967.39   (f) ADJ UNCH    2 0
 JD2168
 JD2168.Superseded values are not recommended for survey control.
 JD2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2168.See file dsdata.txt to determine how the superseded data were derived.
 JD2168
 JD2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC508710(NAD 83)
 JD2168_MARKER: DB = BENCH MARK DISK
 JD2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2168_STAMPING: F 307 1963
 JD2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2168+STABILITY: SURFACE MOTION
 JD2168
 JD2168  HISTORY     - Date     Condition        Report By
 JD2168  HISTORY     - 1963     MONUMENTED       CGS
 JD2168
 JD2168                          STATION DESCRIPTION
 JD2168
 JD2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2168'1.7 MI E FROM SUTHERLAND.
 JD2168'ABOUT 0.2 MILE NORTH ALONG PAVED STATE ROAD D FROM THE COMMUNITY
 JD2168'HALL AT SUTHERLAND, THENCE 1.5 MILES EAST ALONG A GRAVELED
 JD2168'COUNTY ROAD, IN S 15, R 24 W, T 44 N, 18 FEET NORTH OF THE
 JD2168'CENTERLINE OF THE ROAD, 17.5 FEET SOUTHEAST OF A FENCE CORNER,
 JD2168'5 FEET SOUTHEAST OF THE EAST END OF A WOODEN GATE, 2 FEET SOUTH
 JD2168'OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 JD2168'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD2168'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8710 ***********************************************************************
 DF8710  DESIGNATION -  F 308 RESET
 DF8710  PID         -  DF8710
 DF8710  STATE/COUNTY-  MO/PETTIS
 DF8710  USGS QUAD   -  SEDALIA WEST (1973)
 DF8710
 DF8710                         *CURRENT SURVEY CONTROL
 DF8710  ___________________________________________________________________
 DF8710* NAD 83(1986)-  38 41 38.     (N)    093 20 54.     (W)     SCALED    
 DF8710* NAVD 88     -       256.64   (meters)     842.0    (feet)  RESET     
 DF8710  ___________________________________________________________________
 DF8710  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DF8710
 DF8710  VERT ORDER  -  THIRD
 DF8710
 DF8710.The horizontal coordinates were scaled from a topographic map and have
 DF8710.an estimated accuracy of +/- 6 seconds.
 DF8710
 DF8710.The orthometric height was computed from unverified reset data.
 DF8710.No vertical observational check was made to the station.
 DF8710
 DF8710.The geoid height was determined by GEOID03.
 DF8710
 DF8710;                    North         East    Units  Estimated Accuracy
 DF8710;SPC MO C     -   317,790.      426,200.      MT  (+/- 180 meters Scaled)
 DF8710
 DF8710                          SUPERSEDED SURVEY CONTROL
 DF8710
 DF8710.No superseded survey control is available for this station.
 DF8710
 DF8710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC697828(NAD 83)
 DF8710_MARKER: DV = VERTICAL CONTROL DISK
 DF8710_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8710_SP_SET: BRIDGE ABUTMENT
 DF8710_STAMPING: F 308 RESET 2002
 DF8710_MARK LOGO: NGS   
 DF8710_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8710
 DF8710  HISTORY     - Date     Condition        Report By
 DF8710  HISTORY     - 2002     MONUMENTED       LOCENG
 DF8710
 DF8710                          STATION DESCRIPTION
 DF8710
 DF8710'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (KT)
 DF8710'THE STATION IS LOCATED FLUSH IN CONCRETE ABUTMENT AT THE NORTHEAST
 DF8710'CORNER OF BRIDGE OVER COON CREEK IN COUNTY ROAD RIGHT-OF-WAY AND BEING
 DF8710'4.0 MILES (6.4 KM) NORTH OF CAMP BRANCH AND 4.0 MILES (6.4 KM) WEST OF
 DF8710'SEDALIA.  ABOUT 4.0 MILES (6.4 KM) NORTH ALONG A GRAVELED ROAD FROM
 DF8710'THE CROSSING OF THE M K T RAILROAD AT CAMP BRANCH, IN SECTION 9, R22W,
 DF8710'T45N, ABOUT 0.6 MILE (1.0 KM) SOUTH OF THE INTERSECTION OF A PAVED
 DF8710'ROAD (MO STATE RT Y) , SET FLUSH IN CONCRETE ABUTMENT AT THE NORTHEAST
 DF8710'CORNER OF A 50 FOOT (15.2 M) BRIDGE OVER COON CREEK, 10 FEET (3.0 M)
 DF8710'EAST OF THE CENTERLINE OF THE COUNTY ROAD (CAMP BRANCH ROAD) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2225 ***********************************************************************
 JD2225  DESIGNATION -  F 309
 JD2225  PID         -  JD2225
 JD2225  STATE/COUNTY-  MO/JOHNSON
 JD2225  USGS QUAD   -  BURTVILLE (1955)
 JD2225
 JD2225                         *CURRENT SURVEY CONTROL
 JD2225  ___________________________________________________________________
 JD2225* NAD 83(1986)-  38 39 25.     (N)    093 33 49.     (W)     SCALED    
 JD2225* NAVD 88     -       259.133  (meters)     850.17   (feet)  ADJUSTED  
 JD2225  ___________________________________________________________________
 JD2225  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2225  DYNAMIC HT  -         258.953 (meters)     849.58  (feet)  COMP
 JD2225  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 JD2225
 JD2225  VERT ORDER  -  SECOND    CLASS 0
 JD2225
 JD2225.The horizontal coordinates were scaled from a topographic map and have
 JD2225.an estimated accuracy of +/- 6 seconds.
 JD2225
 JD2225.The orthometric height was determined by differential leveling
 JD2225.and adjusted by the National Geodetic Survey in June 1991..
 JD2225
 JD2225.The geoid height was determined by GEOID03.
 JD2225
 JD2225.The dynamic height is computed by dividing the NAVD 88
 JD2225.geopotential number by the normal gravity value computed on the
 JD2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2225.degrees latitude (g = 980.6199 gals.).
 JD2225
 JD2225.The modeled gravity was interpolated from observed gravity values.
 JD2225
 JD2225;                    North         East    Units  Estimated Accuracy
 JD2225;SPC MO W     -   276,780.      931,500.      MT  (+/- 180 meters Scaled)
 JD2225
 JD2225                          SUPERSEDED SURVEY CONTROL
 JD2225
 JD2225  NGVD 29 (??/??/92)  259.031  (m)          849.84   (f) ADJ UNCH    2 0
 JD2225
 JD2225.Superseded values are not recommended for survey control.
 JD2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2225.See file dsdata.txt to determine how the superseded data were derived.
 JD2225
 JD2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC509788(NAD 83)
 JD2225_MARKER: DB = BENCH MARK DISK
 JD2225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2225_SP_SET: CULVERT
 JD2225_STAMPING: F 309 1963
 JD2225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2225
 JD2225  HISTORY     - Date     Condition        Report By
 JD2225  HISTORY     - 1933     MONUMENTED       CGS
 JD2225
 JD2225                          STATION DESCRIPTION
 JD2225
 JD2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JD2225'10.3 MI S FROM KNOB NOSTER.
 JD2225'ABOUT 10.3 MILES SOUTH ALONG STATE ROAD D FROM THE POST
 JD2225'OFFICE AT KNOB NOSTER, OR 8.5 MILE NORTH ALONG STATE ROAD WW
 JD2225'FROM THE JUNCTION OF STATE HIGHWAY 2 AT WINDSOR, THENCE 1.7
 JD2225'MILES NORTH ALONG STATE ROAD D, IN S 27, R 24 W, T 45 N, ABOUT
 JD2225'0.6 MILE NORTH OF THE JUNCTION OF A GRAVELED ROAD LEADING EAST,
 JD2225'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 JD2225'OF A 25-FOOT CONCRETE CULVERT WITH ONE DIVIDING PIER, 15 FEET
 JD2225'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE
 JD2225'NORTH END OF THE HEADWALL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0421 ***********************************************************************
 HD0421  DESIGNATION -  F 31
 HD0421  PID         -  HD0421
 HD0421  STATE/COUNTY-  MO/LACLEDE
 HD0421  USGS QUAD   -  STOUTLAND (1978)
 HD0421
 HD0421                         *CURRENT SURVEY CONTROL
 HD0421  ___________________________________________________________________
 HD0421* NAD 83(1986)-  37 48 53.     (N)    092 30 43.     (W)     SCALED    
 HD0421* NAVD 88     -       356.666  (meters)    1170.16   (feet)  ADJUSTED  
 HD0421  ___________________________________________________________________
 HD0421  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HD0421  DYNAMIC HT  -         356.396 (meters)    1169.28  (feet)  COMP
 HD0421  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 HD0421
 HD0421  VERT ORDER  -  SECOND    CLASS 0
 HD0421
 HD0421.The horizontal coordinates were scaled from a topographic map and have
 HD0421.an estimated accuracy of +/- 6 seconds.
 HD0421
 HD0421.The orthometric height was determined by differential leveling
 HD0421.and adjusted by the National Geodetic Survey in June 1991..
 HD0421
 HD0421.The geoid height was determined by GEOID03.
 HD0421
 HD0421.The dynamic height is computed by dividing the NAVD 88
 HD0421.geopotential number by the normal gravity value computed on the
 HD0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0421.degrees latitude (g = 980.6199 gals.).
 HD0421
 HD0421.The modeled gravity was interpolated from observed gravity values.
 HD0421
 HD0421;                    North         East    Units  Estimated Accuracy
 HD0421;SPC MO C     -   219,870.      498,950.      MT  (+/- 180 meters Scaled)
 HD0421
 HD0421                          SUPERSEDED SURVEY CONTROL
 HD0421
 HD0421  NGVD 29 (??/??/92)  356.56   (m)         1169.8    (f) COMPUTED    2 0
 HD0421
 HD0421.Superseded values are not recommended for survey control.
 HD0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0421.See file dsdata.txt to determine how the superseded data were derived.
 HD0421
 HD0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB429853(NAD 83)
 HD0421_MARKER: DB = BENCH MARK DISK
 HD0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0421+STABILITY: SURFACE MOTION
 HD0421
 HD0421  HISTORY     - Date     Condition        Report By
 HD0421  HISTORY     - UNK      MONUMENTED       CGS
 HD0421  HISTORY     - 1934     GOOD             NGS
 HD0421
 HD0421                          STATION DESCRIPTION
 HD0421
 HD0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0421'IN STOUTLAND.
 HD0421'5.4 FT. WEST OF MILE POST NO. 167 - 21 195 FT. SOUTHWEST OF
 HD0421'CENTER OF STATION 170 FT. EAST OF CENTER-LINE OF N. AND S.
 HD0421'ROAD, 42 FT. SOUTH OF CENTER-LINE OF MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0422 ***********************************************************************
 HD0422  DESIGNATION -  F 31 RESET
 HD0422  PID         -  HD0422
 HD0422  STATE/COUNTY-  MO/LACLEDE
 HD0422  USGS QUAD   -  STOUTLAND (1978)
 HD0422
 HD0422                         *CURRENT SURVEY CONTROL
 HD0422  ___________________________________________________________________
 HD0422* NAD 83(1986)-  37 48 49.     (N)    092 30 41.     (W)     SCALED    
 HD0422* NAVD 88     -       357.053  (meters)    1171.43   (feet)  ADJUSTED  
 HD0422  ___________________________________________________________________
 HD0422  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HD0422  DYNAMIC HT  -         356.783 (meters)    1170.55  (feet)  COMP
 HD0422  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 HD0422
 HD0422  VERT ORDER  -  SECOND    CLASS 0
 HD0422
 HD0422.The horizontal coordinates were scaled from a topographic map and have
 HD0422.an estimated accuracy of +/- 6 seconds.
 HD0422
 HD0422.The orthometric height was determined by differential leveling
 HD0422.and adjusted by the National Geodetic Survey in June 1991..
 HD0422
 HD0422.The geoid height was determined by GEOID03.
 HD0422
 HD0422.The dynamic height is computed by dividing the NAVD 88
 HD0422.geopotential number by the normal gravity value computed on the
 HD0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0422.degrees latitude (g = 980.6199 gals.).
 HD0422
 HD0422.The modeled gravity was interpolated from observed gravity values.
 HD0422
 HD0422;                    North         East    Units  Estimated Accuracy
 HD0422;SPC MO C     -   219,750.      499,000.      MT  (+/- 180 meters Scaled)
 HD0422
 HD0422                          SUPERSEDED SURVEY CONTROL
 HD0422
 HD0422  NGVD 29 (??/??/92)  356.943  (m)         1171.07   (f) ADJ UNCH    2 0
 HD0422
 HD0422.Superseded values are not recommended for survey control.
 HD0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0422.See file dsdata.txt to determine how the superseded data were derived.
 HD0422
 HD0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB430852(NAD 83)
 HD0422_MARKER: DB = BENCH MARK DISK
 HD0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0422_SP_SET: CISTERN BASE
 HD0422_STAMPING: F 31 RESET 1938
 HD0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0422
 HD0422  HISTORY     - Date     Condition        Report By
 HD0422  HISTORY     - 1938     MONUMENTED       CGS
 HD0422
 HD0422                          STATION DESCRIPTION
 HD0422
 HD0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HD0422'AT STOUTLAND.
 HD0422'AT STOUTLAND, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, 150 FEET
 HD0422'SOUTHWEST OF THE MIDDLE OF THE STATION, 138.5 FEET SOUTHWEST
 HD0422'OF THE TWENTY-FIRST POLE SOUTHWEST OF MILEPOST 167, 170 FEET
 HD0422'EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH ROAD, 48 FEET
 HD0422'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AT A CONCRETE CISTERN,
 HD0422'AND IN THE TOP OF THE BASE.  A STANDARD DISK, STAMPED F 31 RESET
 HD0422'1938.  NOTE-- THIS BENCH WAS ESTABLISHED AND ITS ELEVATION
 HD0422'DETERMINED DURING THE RELEVELING OF 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2155 ***********************************************************************
 JD2155  DESIGNATION -  F 310
 JD2155  PID         -  JD2155
 JD2155  STATE/COUNTY-  MO/JOHNSON
 JD2155  USGS QUAD   -  CORNELIA (1955)
 JD2155
 JD2155                         *CURRENT SURVEY CONTROL
 JD2155  ___________________________________________________________________
 JD2155* NAD 83(1986)-  38 41 30.     (N)    093 39 02.     (W)     SCALED    
 JD2155* NAVD 88     -       260.853  (meters)     855.82   (feet)  ADJUSTED  
 JD2155  ___________________________________________________________________
 JD2155  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2155  DYNAMIC HT  -         260.673 (meters)     855.22  (feet)  COMP
 JD2155  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 JD2155
 JD2155  VERT ORDER  -  SECOND    CLASS 0
 JD2155
 JD2155.The horizontal coordinates were scaled from a topographic map and have
 JD2155.an estimated accuracy of +/- 6 seconds.
 JD2155
 JD2155.The orthometric height was determined by differential leveling
 JD2155.and adjusted by the National Geodetic Survey in June 1991..
 JD2155
 JD2155.The geoid height was determined by GEOID03.
 JD2155
 JD2155.The dynamic height is computed by dividing the NAVD 88
 JD2155.geopotential number by the normal gravity value computed on the
 JD2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2155.degrees latitude (g = 980.6199 gals.).
 JD2155
 JD2155.The modeled gravity was interpolated from observed gravity values.
 JD2155
 JD2155;                    North         East    Units  Estimated Accuracy
 JD2155;SPC MO W     -   280,570.      923,900.      MT  (+/- 180 meters Scaled)
 JD2155
 JD2155                          SUPERSEDED SURVEY CONTROL
 JD2155
 JD2155  NGVD 29 (??/??/92)  260.751  (m)          855.48   (f) ADJ UNCH    2 0
 JD2155
 JD2155.Superseded values are not recommended for survey control.
 JD2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2155.See file dsdata.txt to determine how the superseded data were derived.
 JD2155
 JD2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC434827(NAD 83)
 JD2155_MARKER: DB = BENCH MARK DISK
 JD2155_SETTING: 66 = SET IN ROCK OUTCROP
 JD2155_SP_SET: ROCK LEDGE
 JD2155_STAMPING: F 310 1963
 JD2155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2155+STABILITY: POSITION/ELEVATION WELL
 JD2155
 JD2155  HISTORY     - Date     Condition        Report By
 JD2155  HISTORY     - 1963     MONUMENTED       CGS
 JD2155
 JD2155                          STATION DESCRIPTION
 JD2155
 JD2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2155'9.3 MI SE FROM WARRENSBURG.
 JD2155'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH
 JD2155'SCHOOL AT WARRENSBURG, THENCE 5.0 MILES EAST ALONG STATE ROAD
 JD2155'Y, IN S 14, R 25 W, T 45 N, 38 FEET NORTHWEST OF THE CENTER
 JD2155'OF THE JUNCTION OF A GRAVELED ROAD LEADING NORTH, SET IN THE
 JD2155'TOP OF A ROCK LEDGE ABOUT 6 FEET LONG, 2 FEET WIDE, AND
 JD2155'PROJECTING ABOUT 0.4 FOOT, 28 FEET NORTH OF THE CENTERLINE OF THE
 JD2155'ROAD LEADING WEST, 24.5 FEET WEST OF THE CENTERLINE OF THE ROAD
 JD2155'LEADING NORTH, 11 FEET SOUTHEAST OF A TELEPHONE POLE, AND ABOUT
 JD2155'LEVEL WITH THE ROAD LEADING NORTH.  THIS MARK CAN ALSO BE
 JD2155'REACHED BY GOING 8.6 MILES SOUTH ALONG STATE ROAD D FROM THE POST
 JD2155'OFFICE AT KNOB NOSTER, THENCE 5.7 MILES WEST ALONG STATE ROAD Y.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0201 ***********************************************************************
 JC0201  DESIGNATION -  F 311
 JC0201  PID         -  JC0201
 JC0201  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0201  USGS QUAD   -  GRANITE CITY (1998)
 JC0201
 JC0201                         *CURRENT SURVEY CONTROL
 JC0201  ___________________________________________________________________
 JC0201* NAD 83(1986)-  38 37 46.     (N)    090 14 07.     (W)     SCALED    
 JC0201* NAVD 88     -       141.713  (meters)     464.94   (feet)  ADJUSTED  
 JC0201  ___________________________________________________________________
 JC0201  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JC0201  DYNAMIC HT  -         141.623 (meters)     464.64  (feet)  COMP
 JC0201  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JC0201
 JC0201  VERT ORDER  -  FIRST     CLASS I
 JC0201
 JC0201.The horizontal coordinates were scaled from a topographic map and have
 JC0201.an estimated accuracy of +/- 6 seconds.
 JC0201
 JC0201.The orthometric height was determined by differential leveling
 JC0201.and adjusted by the National Geodetic Survey in June 1991..
 JC0201
 JC0201.The geoid height was determined by GEOID03.
 JC0201
 JC0201.The dynamic height is computed by dividing the NAVD 88
 JC0201.geopotential number by the normal gravity value computed on the
 JC0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0201.degrees latitude (g = 980.6199 gals.).
 JC0201
 JC0201.The modeled gravity was interpolated from observed gravity values.
 JC0201
 JC0201;                    North         East    Units  Estimated Accuracy
 JC0201;SPC MO E     -   310,330.      273,050.      MT  (+/- 180 meters Scaled)
 JC0201
 JC0201                          SUPERSEDED SURVEY CONTROL
 JC0201
 JC0201  NGVD 29 (??/??/92)  141.823  (m)          465.30   (f) ADJ UNCH    1 1
 JC0201
 JC0201.Superseded values are not recommended for survey control.
 JC0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0201.See file dsdata.txt to determine how the superseded data were derived.
 JC0201
 JC0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC406792(NAD 83)
 JC0201_MARKER: DB = BENCH MARK DISK
 JC0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0201_SP_SET: OVERPASS
 JC0201_STAMPING: F 311 1969
 JC0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0201
 JC0201  HISTORY     - Date     Condition        Report By
 JC0201  HISTORY     - 1969     MONUMENTED       CGS
 JC0201  HISTORY     - 19910324 GOOD             USPSQD
 JC0201
 JC0201                          STATION DESCRIPTION
 JC0201
 JC0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0201'AT ST LOUIS.
 JC0201'AT ST LOUIS, ABOUT 1.5 MILES WEST ALONG THE MISSOURI PACIFIC
 JC0201'RAILROAD FROM THE 18TH STREET OVERPASS OVER THE TRACKS, SET ON
 JC0201'THE TOP OF THE WEST END OF THE CONCRETE BASE OF THE FIRST PIER
 JC0201'NORTH OF THE TRACKS AND UNDER THE GRAND BLVD OVERPASS OVER THE
 JC0201'TRACKS, 30 FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE OF
 JC0201'SEVERAL TRACKS, 13.8 FEET EAST OF THE WEST END OF THE BASE AND
 JC0201'5 FEET ABOVE THE LEVEL OF THE TRACK.
 JC0201
 JC0201                          STATION RECOVERY (1991)
 JC0201
 JC0201'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNC)
 JC0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0718 ***********************************************************************
 HC0718  DESIGNATION -  F 32
 HC0718  PID         -  HC0718
 HC0718  STATE/COUNTY-  MO/PHELPS
 HC0718  USGS QUAD   -  NEWBURG (1992)
 HC0718
 HC0718                         *CURRENT SURVEY CONTROL
 HC0718  ___________________________________________________________________
 HC0718* NAD 83(1986)-  37 56 19.     (N)    091 59 45.     (W)     SCALED    
 HC0718* NAVD 88     -       212.571  (meters)     697.41   (feet)  ADJUSTED  
 HC0718  ___________________________________________________________________
 HC0718  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HC0718  DYNAMIC HT  -         212.416 (meters)     696.90  (feet)  COMP
 HC0718  MODELED GRAV-     979,896.8   (mgal)                       NAVD 88
 HC0718
 HC0718  VERT ORDER  -  SECOND    CLASS 0
 HC0718
 HC0718.The horizontal coordinates were scaled from a topographic map and have
 HC0718.an estimated accuracy of +/- 6 seconds.
 HC0718
 HC0718.The orthometric height was determined by differential leveling
 HC0718.and adjusted by the National Geodetic Survey in June 1991..
 HC0718
 HC0718.The geoid height was determined by GEOID03.
 HC0718
 HC0718.The dynamic height is computed by dividing the NAVD 88
 HC0718.geopotential number by the normal gravity value computed on the
 HC0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0718.degrees latitude (g = 980.6199 gals.).
 HC0718
 HC0718.The modeled gravity was interpolated from observed gravity values.
 HC0718
 HC0718;                    North         East    Units  Estimated Accuracy
 HC0718;SPC MO C     -   233,740.      544,320.      MT  (+/- 180 meters Scaled)
 HC0718
 HC0718                          SUPERSEDED SURVEY CONTROL
 HC0718
 HC0718  NGVD 29 (??/??/92)  212.512  (m)          697.22   (f) ADJ UNCH    2 0
 HC0718
 HC0718.Superseded values are not recommended for survey control.
 HC0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0718.See file dsdata.txt to determine how the superseded data were derived.
 HC0718
 HC0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB882994(NAD 83)
 HC0718_MARKER: DB = BENCH MARK DISK
 HC0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0718_STAMPING: F 32 1934
 HC0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0718+STABILITY: SURFACE MOTION
 HC0718
 HC0718  HISTORY     - Date     Condition        Report By
 HC0718  HISTORY     - 1934     MONUMENTED       CGS
 HC0718  HISTORY     - 1938     GOOD             NGS
 HC0718
 HC0718                          STATION DESCRIPTION
 HC0718
 HC0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HC0718'1.6 MI W FROM JEROME.
 HC0718'1.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HC0718'JEROME, PHELPS COUNTY, 90 FEET NORTHWEST OF THE ELEVENTH POLE
 HC0718'WEST OF MILEPOST 125, 45 FEET EAST OF A FARM ENTRANCE, AND 47 FEET
 HC0718'NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 HC0718'STAMPED F 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1179 ***********************************************************************
 JC1179  DESIGNATION -  F 323
 JC1179  PID         -  JC1179
 JC1179  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1179  USGS QUAD   -  GRANITE CITY (1998)
 JC1179
 JC1179                         *CURRENT SURVEY CONTROL
 JC1179  ___________________________________________________________________
 JC1179* NAD 83(1986)-  38 42 59.     (N)    090 13 03.     (W)     SCALED    
 JC1179* NAVD 88     -       134.575  (meters)     441.52   (feet)  ADJUSTED  
 JC1179  ___________________________________________________________________
 JC1179  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JC1179  DYNAMIC HT  -         134.489 (meters)     441.24  (feet)  COMP
 JC1179  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JC1179
 JC1179  VERT ORDER  -  FIRST     CLASS II
 JC1179
 JC1179.The horizontal coordinates were scaled from a topographic map and have
 JC1179.an estimated accuracy of +/- 6 seconds.
 JC1179
 JC1179.The orthometric height was determined by differential leveling
 JC1179.and adjusted by the National Geodetic Survey in June 1991..
 JC1179
 JC1179.The geoid height was determined by GEOID03.
 JC1179
 JC1179.The dynamic height is computed by dividing the NAVD 88
 JC1179.geopotential number by the normal gravity value computed on the
 JC1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1179.degrees latitude (g = 980.6199 gals.).
 JC1179
 JC1179.The modeled gravity was interpolated from observed gravity values.
 JC1179
 JC1179;                    North         East    Units  Estimated Accuracy
 JC1179;SPC MO E     -   319,990.      274,570.      MT  (+/- 180 meters Scaled)
 JC1179
 JC1179                          SUPERSEDED SURVEY CONTROL
 JC1179
 JC1179  NGVD 29 (??/??/??)  134.541  (m)          441.41   (f) ADJUSTED    1 2
 JC1179
 JC1179.Superseded values are not recommended for survey control.
 JC1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1179.See file dsdata.txt to determine how the superseded data were derived.
 JC1179
 JC1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC419889(NAD 83)
 JC1179_MARKER: I = METAL ROD
 JC1179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1179_SP_SET: STAINLESS STEEL ROD
 JC1179_STAMPING: F 323 1981
 JC1179_MARK LOGO: NGS   
 JC1179_PROJECTION: FLUSH
 JC1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1179_ROD/PIPE-DEPTH: 9.8  meters
 JC1179
 JC1179  HISTORY     - Date     Condition        Report By
 JC1179  HISTORY     - 1981     MONUMENTED       NGS
 JC1179  HISTORY     - 19910324 MARK NOT FOUND   USPSQD
 JC1179
 JC1179                          STATION DESCRIPTION
 JC1179
 JC1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1179'IN ST LOUIS.
 JC1179'IN ST LOUIS, 1.6 KILOMETERS (1.0 MILES) SOUTH ALONG THE MISSISSIPPI
 JC1179'RIVER LEVEE FROM THE JUNCTION OF RIVERVIEW DRIVE AND THE BURLINGTON
 JC1179'NORTHERN RAILROAD OVERPASS BRIDGE IN THE NORTHEAST SECTION OF ST.
 JC1179'LOUIS TO THE MARK ON THE RIGHT, 3.66 METERS (12.0 FEET) NORTH OF THE
 JC1179'CENTER OF THE LEVEE ROAD, AND 0.35 METERS (1.15 FEET) NORTH OF A METAL
 JC1179'WITNESS POST.
 JC1179'THE MARK IS 0.35 METERS  S FROM A WITNESS POST.
 JC1179'THE MARK IS 0.2 M BELOW LEVEE.
 JC1179
 JC1179                          STATION RECOVERY (1991)
 JC1179
 JC1179'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNC)
 JC1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1287 ***********************************************************************
 HB1287  DESIGNATION -  F 325
 HB1287  PID         -  HB1287
 HB1287  STATE/COUNTY-  MO/SCOTT
 HB1287  USGS QUAD   -  SCOTT CITY (1993)
 HB1287
 HB1287                         *CURRENT SURVEY CONTROL
 HB1287  ___________________________________________________________________
 HB1287* NAD 83(1986)-  37 14 37.     (N)    089 34 00.     (W)     SCALED    
 HB1287* NAVD 88     -       109.320  (meters)     358.66   (feet)  ADJUSTED  
 HB1287  ___________________________________________________________________
 HB1287  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB1287  DYNAMIC HT  -         109.241 (meters)     358.40  (feet)  COMP
 HB1287  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 HB1287
 HB1287  VERT ORDER  -  FIRST     CLASS II
 HB1287
 HB1287.The horizontal coordinates were scaled from a topographic map and have
 HB1287.an estimated accuracy of +/- 6 seconds.
 HB1287
 HB1287.The orthometric height was determined by differential leveling
 HB1287.and adjusted by the National Geodetic Survey in June 1991..
 HB1287
 HB1287.The geoid height was determined by GEOID03.
 HB1287
 HB1287.The dynamic height is computed by dividing the NAVD 88
 HB1287.geopotential number by the normal gravity value computed on the
 HB1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1287.degrees latitude (g = 980.6199 gals.).
 HB1287
 HB1287.The modeled gravity was interpolated from observed gravity values.
 HB1287
 HB1287;                    North         East    Units  Estimated Accuracy
 HB1287;SPC MO E     -   156,900.      332,810.      MT  (+/- 180 meters Scaled)
 HB1287
 HB1287                          SUPERSEDED SURVEY CONTROL
 HB1287
 HB1287  NGVD 29 (??/??/??)  109.213  (m)          358.31   (f) ADJUSTED    1 2
 HB1287
 HB1287.Superseded values are not recommended for survey control.
 HB1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1287.See file dsdata.txt to determine how the superseded data were derived.
 HB1287
 HB1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG723249(NAD 83)
 HB1287_MARKER: DB = BENCH MARK DISK
 HB1287_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HB1287_SP_SET: ABUTMENT
 HB1287_STAMPING: F 325 1981
 HB1287_MARK LOGO: NGS   
 HB1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1287
 HB1287  HISTORY     - Date     Condition        Report By
 HB1287  HISTORY     - 1981     MONUMENTED       NGS
 HB1287
 HB1287                          STATION DESCRIPTION
 HB1287
 HB1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1287'5.6 KM (3.5 MI) NW FROM SCOTT CITY.
 HB1287'1.5 KILOMETERS (0.95 MILE) WEST ALONG STATE HIGHWAY K FROM THE POST
 HB1287'OFFICE IN SCOTT CITY, THENCE 4.1 KILOMETERS (2.55 MILES) NORTH ALONG
 HB1287'INTERSTATE HIGHWAY 55 TO THE SOUTH END OF THE BRIDGE OVER THE
 HB1287'HEADWATER DIVERSION CHANNEL AND THE MARK ON THE RIGHT, SET
 HB1287'HORIZONTALLY IN TOP OF THE SOUTHEAST EXTENSION OF THE ABUTMENT OF THE
 HB1287'BRIDGE, 6.55 METERS (21.5 FEET) EAST OF THE CENTER LINE OF THE
 HB1287'NORTHBOUND LANE OF THE HIGHWAY, 0.09 METER (0.3 FOOT) NORTHWEST OF THE
 HB1287'SOUTHEAST END OF THE EXTENSION.
 HB1287'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0977 ***********************************************************************
 KD0977  DESIGNATION -  F 326
 KD0977  PID         -  KD0977
 KD0977  STATE/COUNTY-  MO/SALINE
 KD0977  USGS QUAD   -  MARSHALL NORTH (1978)
 KD0977
 KD0977                         *CURRENT SURVEY CONTROL
 KD0977  ___________________________________________________________________
 KD0977* NAD 83(1986)-  39 07 46.     (N)    093 09 05.     (W)     SCALED    
 KD0977* NAVD 88     -       230.568  (meters)     756.46   (feet)  ADJUSTED  
 KD0977  ___________________________________________________________________
 KD0977  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0977  DYNAMIC HT  -         230.425 (meters)     755.99  (feet)  COMP
 KD0977  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 KD0977
 KD0977  VERT ORDER  -  FIRST     CLASS II
 KD0977
 KD0977.The horizontal coordinates were scaled from a topographic map and have
 KD0977.an estimated accuracy of +/- 6 seconds.
 KD0977
 KD0977.The orthometric height was determined by differential leveling
 KD0977.and adjusted by the National Geodetic Survey in June 1991..
 KD0977
 KD0977.The geoid height was determined by GEOID03.
 KD0977
 KD0977.The dynamic height is computed by dividing the NAVD 88
 KD0977.geopotential number by the normal gravity value computed on the
 KD0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0977.degrees latitude (g = 980.6199 gals.).
 KD0977
 KD0977.The modeled gravity was interpolated from observed gravity values.
 KD0977
 KD0977;                    North         East    Units  Estimated Accuracy
 KD0977;SPC MO C     -   366,000.      443,680.      MT  (+/- 180 meters Scaled)
 KD0977
 KD0977                          SUPERSEDED SURVEY CONTROL
 KD0977
 KD0977.No superseded survey control is available for this station.
 KD0977
 KD0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD869311(NAD 83)
 KD0977_MARKER: I = METAL ROD
 KD0977_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0977_SP_SET: STAINLESS STEEL ROD
 KD0977_STAMPING: F 326 1986
 KD0977_MARK LOGO: NGS   
 KD0977_PROJECTION: FLUSH
 KD0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0977_ROD/PIPE-DEPTH: 8.5  meters
 KD0977
 KD0977  HISTORY     - Date     Condition        Report By
 KD0977  HISTORY     - 1986     MONUMENTED       NGS
 KD0977  HISTORY     - 1990     GOOD             USPSQD
 KD0977
 KD0977                          STATION DESCRIPTION
 KD0977
 KD0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0977'6.0 KM (3.7 MI) EAST FROM MARSHALL.
 KD0977'6.0 KM (3.75 MI) EASTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0977'WITH U.S. HIGHWAY 65 IN MARSHALL, 36.0 M (118.1 FT) SOUTH OF THE
 KD0977'CENTERLINE OF THE HIGHWAY, AND 16.2 M (53.1 FT) EAST OF THE CENTER OF
 KD0977'A PAVED ROAD LEADING SOUTHWEST.  NOTE--ACCESS TO DATUM POINT IS HAD
 KD0977'THROUGH A 5-INCH LOGO CAP.
 KD0977'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KD0977'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KD0977
 KD0977                          STATION RECOVERY (1990)
 KD0977
 KD0977'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0948 ***********************************************************************
 KD0948  DESIGNATION -  F 327
 KD0948  PID         -  KD0948
 KD0948  STATE/COUNTY-  MO/LAFAYETTE
 KD0948  USGS QUAD   -  WAVERLY (1979)
 KD0948
 KD0948                         *CURRENT SURVEY CONTROL
 KD0948  ___________________________________________________________________
 KD0948* NAD 83(1986)-  39 12 06.     (N)    093 34 54.     (W)     SCALED    
 KD0948* NAVD 88     -       240.462  (meters)     788.92   (feet)  ADJUSTED  
 KD0948  ___________________________________________________________________
 KD0948  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0948  DYNAMIC HT  -         240.312 (meters)     788.42  (feet)  COMP
 KD0948  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 KD0948
 KD0948  VERT ORDER  -  FIRST     CLASS II
 KD0948
 KD0948.The horizontal coordinates were scaled from a topographic map and have
 KD0948.an estimated accuracy of +/- 6 seconds.
 KD0948
 KD0948.The orthometric height was determined by differential leveling
 KD0948.and adjusted by the National Geodetic Survey in June 1991..
 KD0948
 KD0948.The geoid height was determined by GEOID03.
 KD0948
 KD0948.The dynamic height is computed by dividing the NAVD 88
 KD0948.geopotential number by the normal gravity value computed on the
 KD0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0948.degrees latitude (g = 980.6199 gals.).
 KD0948
 KD0948.The modeled gravity was interpolated from observed gravity values.
 KD0948
 KD0948;                    North         East    Units  Estimated Accuracy
 KD0948;SPC MO W     -   337,240.      929,320.      MT  (+/- 180 meters Scaled)
 KD0948
 KD0948                          SUPERSEDED SURVEY CONTROL
 KD0948
 KD0948.No superseded survey control is available for this station.
 KD0948
 KD0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD497393(NAD 83)
 KD0948_MARKER: I = METAL ROD
 KD0948_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0948_SP_SET: STAINLESS STEEL ROD
 KD0948_STAMPING: F 327 1986
 KD0948_MARK LOGO: NGS   
 KD0948_PROJECTION: FLUSH
 KD0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0948_ROD/PIPE-DEPTH: 15.6 meters
 KD0948
 KD0948  HISTORY     - Date     Condition        Report By
 KD0948  HISTORY     - 1986     MONUMENTED       NGS
 KD0948
 KD0948                          STATION DESCRIPTION
 KD0948
 KD0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0948'27.0 KM (16.8 MI) EAST FROM LEXINGTON.
 KD0948'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 KD0948'IN LEXINGTON, THENCE 23.4 KM (14.55 MI) EASTERLY ALONG U.S. HIGHWAY
 KD0948'24, 14.3 M (46.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.7 M (35.1 FT)
 KD0948'WEST OF THE CENTER OF COUNTY ROAD 227, 2.6 M (8.5 FT) NORTHWEST OF A
 KD0948'UTILITY POLE, AND 1.2 M (3.9 FT) NORTH OF A FENCE CORNER.
 KD0948'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0948'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KD0948'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1108 ***********************************************************************
 KE1108  DESIGNATION -  F 328
 KE1108  PID         -  KE1108
 KE1108  STATE/COUNTY-  MO/JACKSON
 KE1108  USGS QUAD   -  INDEPENDENCE (1990)
 KE1108
 KE1108                         *CURRENT SURVEY CONTROL
 KE1108  ___________________________________________________________________
 KE1108* NAD 83(1986)-  39 05 34.     (N)    094 29 16.     (W)     SCALED    
 KE1108* NAVD 88     -       235.014  (meters)     771.04   (feet)  ADJUSTED  
 KE1108  ___________________________________________________________________
 KE1108  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KE1108  DYNAMIC HT  -         234.863 (meters)     770.55  (feet)  COMP
 KE1108  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 KE1108
 KE1108  VERT ORDER  -  FIRST     CLASS II
 KE1108
 KE1108.The horizontal coordinates were scaled from a topographic map and have
 KE1108.an estimated accuracy of +/- 6 seconds.
 KE1108
 KE1108.The orthometric height was determined by differential leveling
 KE1108.and adjusted by the National Geodetic Survey in June 1991..
 KE1108
 KE1108.The geoid height was determined by GEOID03.
 KE1108
 KE1108.The dynamic height is computed by dividing the NAVD 88
 KE1108.geopotential number by the normal gravity value computed on the
 KE1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1108.degrees latitude (g = 980.6199 gals.).
 KE1108
 KE1108.The modeled gravity was interpolated from observed gravity values.
 KE1108
 KE1108;                    North         East    Units  Estimated Accuracy
 KE1108;SPC MO W     -   324,750.      851,060.      MT  (+/- 180 meters Scaled)
 KE1108
 KE1108                          SUPERSEDED SURVEY CONTROL
 KE1108
 KE1108.No superseded survey control is available for this station.
 KE1108
 KE1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD713281(NAD 83)
 KE1108_MARKER: DB = BENCH MARK DISK
 KE1108_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1108_SP_SET: PIER
 KE1108_STAMPING: F 328 1986
 KE1108_MARK LOGO: NGS   
 KE1108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1108+STABILITY: POSITION/ELEVATION WELL
 KE1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1108+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 KE1108
 KE1108  HISTORY     - Date     Condition        Report By
 KE1108  HISTORY     - 1986     MONUMENTED       NGS
 KE1108  HISTORY     - 20010331 GOOD             NGS
 KE1108  HISTORY     - 20040808 GOOD             GEOCAC
 KE1108
 KE1108                          STATION DESCRIPTION
 KE1108
 KE1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1108'IN KANSAS CITY.
 KE1108'IN KANSAS CITY, AT THE INTERSECTION OF TRUMAN ROAD AND INTERSTATE
 KE1108'HIGHWAY 435, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF
 KE1108'2 COLUMNS OF THE CENTER PIER OF THE NORTH BOUND HIGHWAY OVERPASS OF
 KE1108'THE ROAD, 9.1 M (29.9 FT) SOUTH OF THE CENTER OF THE WEST BOUND ROAD
 KE1108'LANES, AND 8.9 M (29.2 FT) NORTH OF THE CENTER OF THE EAST BOUND ROAD
 KE1108'LANES.
 KE1108'THE MARK IS 1.5 M ABOVE THE GROUND.
 KE1108
 KE1108                          STATION RECOVERY (2001)
 KE1108
 KE1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1108'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1108
 KE1108                          STATION RECOVERY (2004)
 KE1108
 KE1108'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1126 ***********************************************************************
 KE1126  DESIGNATION -  F 329
 KE1126  PID         -  KE1126
 KE1126  STATE/COUNTY-  MO/JACKSON
 KE1126  USGS QUAD   -  BUCKNER (1990)
 KE1126
 KE1126                         *CURRENT SURVEY CONTROL
 KE1126  ___________________________________________________________________
 KE1126* NAD 83(1986)-  39 08 20.     (N)    094 12 58.     (W)     SCALED    
 KE1126* NAVD 88     -       224.094  (meters)     735.22   (feet)  ADJUSTED  
 KE1126  ___________________________________________________________________
 KE1126  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1126  DYNAMIC HT  -         223.952 (meters)     734.75  (feet)  COMP
 KE1126  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 KE1126
 KE1126  VERT ORDER  -  FIRST     CLASS II
 KE1126
 KE1126.The horizontal coordinates were scaled from a topographic map and have
 KE1126.an estimated accuracy of +/- 6 seconds.
 KE1126
 KE1126.The orthometric height was determined by differential leveling
 KE1126.and adjusted by the National Geodetic Survey in June 1991..
 KE1126
 KE1126.The geoid height was determined by GEOID03.
 KE1126
 KE1126.The dynamic height is computed by dividing the NAVD 88
 KE1126.geopotential number by the normal gravity value computed on the
 KE1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1126.degrees latitude (g = 980.6199 gals.).
 KE1126
 KE1126.The modeled gravity was interpolated from observed gravity values.
 KE1126
 KE1126;                    North         East    Units  Estimated Accuracy
 KE1126;SPC MO W     -   329,910.      874,540.      MT  (+/- 180 meters Scaled)
 KE1126
 KE1126                          SUPERSEDED SURVEY CONTROL
 KE1126
 KE1126.No superseded survey control is available for this station.
 KE1126
 KE1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD948328(NAD 83)
 KE1126_MARKER: I = METAL ROD
 KE1126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1126_SP_SET: STAINLESS STEEL ROD
 KE1126_STAMPING: F 329 1986
 KE1126_MARK LOGO: NGS   
 KE1126_PROJECTION: FLUSH
 KE1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1126+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 KE1126_ROD/PIPE-DEPTH: 19.5 meters
 KE1126
 KE1126  HISTORY     - Date     Condition        Report By
 KE1126  HISTORY     - 1986     MONUMENTED       NGS
 KE1126  HISTORY     - 20051001 GOOD             GEOCAC
 KE1126
 KE1126                          STATION DESCRIPTION
 KE1126
 KE1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1126'15.4 KM (9.55 MI) EAST FROM INDEPENDENCE.
 KE1126'15.4 KM (9.55 MI) EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION
 KE1126'WITH STATE HIGHWAY 291 IN INDEPENDENCE, 49.7 M (163.1 FT) NORTH OF THE
 KE1126'CENTERLINE OF THE WEST BOUND HIGHWAY LANES, 25.1 M (82.3 FT) WEST OF
 KE1126'THE CENTER OF BURNLEY ROAD, 17.7 M (58.1 FT) NORTH OF THE CENTER OF A
 KE1126'FRONTAGE ROAD, 5.4 M (17.7 FT) NORTHEAST OF A FENCE CORNER, AND 1.0 M
 KE1126'(3.3 FT) SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 KE1126'HAD THROUGH A 5-INCH LOGO CAP.
 KE1126'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 KE1126'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 KE1126
 KE1126                          STATION RECOVERY (2005)
 KE1126
 KE1126'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1126'HANDHELD GPS COORDINATES (NAD83)N39 08 20.8 W94 12 58.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0255 ***********************************************************************
 JD0255  DESIGNATION -  F 33
 JD0255  PID         -  JD0255
 JD0255  STATE/COUNTY-  MO/MORGAN
 JD0255  USGS QUAD   -  VERSAILLES (1982)
 JD0255
 JD0255                         *CURRENT SURVEY CONTROL
 JD0255  ___________________________________________________________________
 JD0255* NAD 83(1986)-  38 24 55.     (N)    092 46 11.     (W)     SCALED    
 JD0255* NAVD 88     -       310.917  (meters)    1020.07   (feet)  ADJUSTED  
 JD0255  ___________________________________________________________________
 JD0255  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JD0255  DYNAMIC HT  -         310.697 (meters)    1019.35  (feet)  COMP
 JD0255  MODELED GRAV-     979,912.2   (mgal)                       NAVD 88
 JD0255
 JD0255  VERT ORDER  -  SECOND    CLASS 0
 JD0255
 JD0255.The horizontal coordinates were scaled from a topographic map and have
 JD0255.an estimated accuracy of +/- 6 seconds.
 JD0255
 JD0255.The orthometric height was determined by differential leveling
 JD0255.and adjusted by the National Geodetic Survey in June 1991..
 JD0255.WARNING-Repeat measurements at this control monument indicate possible
 JD0255.vertical movement.
 JD0255
 JD0255.The geoid height was determined by GEOID03.
 JD0255
 JD0255.The dynamic height is computed by dividing the NAVD 88
 JD0255.geopotential number by the normal gravity value computed on the
 JD0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0255.degrees latitude (g = 980.6199 gals.).
 JD0255
 JD0255.The modeled gravity was interpolated from observed gravity values.
 JD0255
 JD0255;                    North         East    Units  Estimated Accuracy
 JD0255;SPC MO C     -   286,560.      476,450.      MT  (+/- 180 meters Scaled)
 JD0255
 JD0255                          SUPERSEDED SURVEY CONTROL
 JD0255
 JD0255  NGVD 29 (??/??/92)  310.816  (m)         1019.74   (f) ADJ UNCH    2 0
 JD0255
 JD0255.Superseded values are not recommended for survey control.
 JD0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0255.See file dsdata.txt to determine how the superseded data were derived.
 JD0255
 JD0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC201519(NAD 83)
 JD0255_MARKER: DB = BENCH MARK DISK
 JD0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0255_STAMPING: F 33 1934
 JD0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0255+STABILITY: SURFACE MOTION
 JD0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD0255+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 JD0255
 JD0255  HISTORY     - Date     Condition        Report By
 JD0255  HISTORY     - 1934     MONUMENTED       CGS
 JD0255  HISTORY     - 1963     GOOD             NGS
 JD0255  HISTORY     - 20050223 GOOD             GEOCAC
 JD0255
 JD0255                          STATION DESCRIPTION
 JD0255
 JD0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0255'5.2 MI E FROM VERSAILLES.
 JD0255'ABOUT 5.25 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0255'RAILROAD FROM THE STATION AT VERSAILLES, 72 FEET EAST OF AND
 JD0255'ACROSS THE TRACKS FROM MILEPOST 172, 26 FEET EAST OF THE CENTER
 JD0255'LINE OF A CROSSING WITH A GRAVELED ROAD, 58 FEET SOUTHWEST OF THE
 JD0255'CENTER LINE OF STATE HIGHWAY 52, 23 FEET EAST OF THE CENTER LINE
 JD0255'OF A GRAVELED ROAD, 20 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.0
 JD0255'FOOT SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JD0255'CONCRETE POST PROJECTING 2 INCHES.
 JD0255
 JD0255                          STATION RECOVERY (2005)
 JD0255
 JD0255'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0997 ***********************************************************************
 KD0997  DESIGNATION -  F 330
 KD0997  PID         -  KD0997
 KD0997  STATE/COUNTY-  MO/HOWARD
 KD0997  USGS QUAD   -  GLASGOW (1971)
 KD0997
 KD0997                         *CURRENT SURVEY CONTROL
 KD0997  ___________________________________________________________________
 KD0997* NAD 83(1986)-  39 09 47.     (N)    092 50 25.     (W)     SCALED    
 KD0997* NAVD 88     -       199.823  (meters)     655.59   (feet)  ADJUSTED  
 KD0997  ___________________________________________________________________
 KD0997  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD0997  DYNAMIC HT  -         199.699 (meters)     655.18  (feet)  COMP
 KD0997  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 KD0997
 KD0997  VERT ORDER  -  FIRST     CLASS II
 KD0997
 KD0997.The horizontal coordinates were scaled from a topographic map and have
 KD0997.an estimated accuracy of +/- 6 seconds.
 KD0997
 KD0997.The orthometric height was determined by differential leveling
 KD0997.and adjusted by the National Geodetic Survey in June 1991..
 KD0997
 KD0997.The geoid height was determined by GEOID03.
 KD0997
 KD0997.The dynamic height is computed by dividing the NAVD 88
 KD0997.geopotential number by the normal gravity value computed on the
 KD0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0997.degrees latitude (g = 980.6199 gals.).
 KD0997
 KD0997.The modeled gravity was interpolated from observed gravity values.
 KD0997
 KD0997;                    North         East    Units  Estimated Accuracy
 KD0997;SPC MO C     -   369,590.      470,590.      MT  (+/- 180 meters Scaled)
 KD0997
 KD0997                          SUPERSEDED SURVEY CONTROL
 KD0997
 KD0997.No superseded survey control is available for this station.
 KD0997
 KD0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD137348(NAD 83)
 KD0997_MARKER: I = METAL ROD
 KD0997_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0997_SP_SET: STAINLESS STEEL ROD
 KD0997_STAMPING: F 330 1986
 KD0997_MARK LOGO: NGS   
 KD0997_PROJECTION: FLUSH
 KD0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0997_ROD/PIPE-DEPTH: 12.2 meters
 KD0997
 KD0997  HISTORY     - Date     Condition        Report By
 KD0997  HISTORY     - 1986     MONUMENTED       NGS
 KD0997
 KD0997                          STATION DESCRIPTION
 KD0997
 KD0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0997'7.0 KM (4.35 MI) SOUTH FROM GLASGOW.
 KD0997'6.9 KM (4.3 MI) SOUTHERLY ALONG STATE HIGHWAY 87 FROM ITS JUNCTION
 KD0997'WITH STATE HIGHWAY 240 IN GLASGOW, THENCE 0.1 KM (0.05 MI) EAST ALONG
 KD0997'COUNTY ROAD E, 9.2 M (30.2 FT) SOUTH OF THE ROAD CENTER, AND 1.2 M
 KD0997'(3.9 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KD0997'THROUGH A 5-INCH LOGO CAP.
 KD0997'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 KD0997'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2429 ***********************************************************************
 JD2429  DESIGNATION -  F 331
 JD2429  PID         -  JD2429
 JD2429  STATE/COUNTY-  MO/MONITEAU
 JD2429  USGS QUAD   -  PRAIRIE HOME (1985)
 JD2429
 JD2429                         *CURRENT SURVEY CONTROL
 JD2429  ___________________________________________________________________
 JD2429* NAD 83(1986)-  38 48 35.     (N)    092 32 56.     (W)     SCALED    
 JD2429* NAVD 88     -       253.060  (meters)     830.25   (feet)  ADJUSTED  
 JD2429  ___________________________________________________________________
 JD2429  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD2429  DYNAMIC HT  -         252.890 (meters)     829.69  (feet)  COMP
 JD2429  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 JD2429
 JD2429  VERT ORDER  -  FIRST     CLASS II
 JD2429
 JD2429.The horizontal coordinates were scaled from a topographic map and have
 JD2429.an estimated accuracy of +/- 6 seconds.
 JD2429
 JD2429.The orthometric height was determined by differential leveling
 JD2429.and adjusted by the National Geodetic Survey in June 1991..
 JD2429
 JD2429.The geoid height was determined by GEOID03.
 JD2429
 JD2429.The dynamic height is computed by dividing the NAVD 88
 JD2429.geopotential number by the normal gravity value computed on the
 JD2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2429.degrees latitude (g = 980.6199 gals.).
 JD2429
 JD2429.The modeled gravity was interpolated from observed gravity values.
 JD2429
 JD2429;                    North         East    Units  Estimated Accuracy
 JD2429;SPC MO C     -   330,310.      495,750.      MT  (+/- 180 meters Scaled)
 JD2429
 JD2429                          SUPERSEDED SURVEY CONTROL
 JD2429
 JD2429.No superseded survey control is available for this station.
 JD2429
 JD2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC391957(NAD 83)
 JD2429_MARKER: I = METAL ROD
 JD2429_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JD2429+WITH SETTING: INFORMATION.
 JD2429_SP_SET: SHALLOW-SET METAL ROD
 JD2429_STAMPING: F 331 1986
 JD2429_MARK LOGO: NGS   
 JD2429_PROJECTION: PROJECTING 2 CENTIMETERS
 JD2429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2429_ROD/PIPE-DEPTH: 2.4  meters
 JD2429
 JD2429  HISTORY     - Date     Condition        Report By
 JD2429  HISTORY     - 1986     MONUMENTED       NGS
 JD2429
 JD2429                          STATION DESCRIPTION
 JD2429
 JD2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2429'28.2 KM (17.5 MI) SE FROM BOONVILLE.
 JD2429'28.2 KM (17.5 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2429'COURTHOUSE IN BOONVILLE, 0.4 KM (0.25 MI) EAST OF THE INTERSECTION OF
 JD2429'A GRAVELED CROSSROAD, 16.6 M (54.5 FT) EAST OF THE CENTER OF A FIELD
 JD2429'ENTRANCE, 12.4 M (40.7 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 1.0 M
 JD2429'(3.3 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JD2429'THROUGH A 5-INCH LOGO CAP.
 JD2429'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST AND FENCE
 JD2429'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2426 ***********************************************************************
 JD2426  DESIGNATION -  F 332
 JD2426  PID         -  JD2426
 JD2426  STATE/COUNTY-  MO/COOPER
 JD2426  USGS QUAD   -  PRAIRIE HOME (1985)
 JD2426
 JD2426                         *CURRENT SURVEY CONTROL
 JD2426  ___________________________________________________________________
 JD2426* NAD 83(1986)-  38 48 41.     (N)    092 35 20.     (W)     SCALED    
 JD2426* NAVD 88     -       273.512  (meters)     897.35   (feet)  ADJUSTED  
 JD2426  ___________________________________________________________________
 JD2426  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2426  DYNAMIC HT  -         273.327 (meters)     896.74  (feet)  COMP
 JD2426  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 JD2426
 JD2426  VERT ORDER  -  FIRST     CLASS II
 JD2426
 JD2426.The horizontal coordinates were scaled from a topographic map and have
 JD2426.an estimated accuracy of +/- 6 seconds.
 JD2426
 JD2426.The orthometric height was determined by differential leveling
 JD2426.and adjusted by the National Geodetic Survey in June 1991..
 JD2426
 JD2426.The geoid height was determined by GEOID03.
 JD2426
 JD2426.The dynamic height is computed by dividing the NAVD 88
 JD2426.geopotential number by the normal gravity value computed on the
 JD2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2426.degrees latitude (g = 980.6199 gals.).
 JD2426
 JD2426.The modeled gravity was interpolated from observed gravity values.
 JD2426
 JD2426;                    North         East    Units  Estimated Accuracy
 JD2426;SPC MO C     -   330,500.      492,280.      MT  (+/- 180 meters Scaled)
 JD2426
 JD2426                          SUPERSEDED SURVEY CONTROL
 JD2426
 JD2426.No superseded survey control is available for this station.
 JD2426
 JD2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC356959(NAD 83)
 JD2426_MARKER: I = METAL ROD
 JD2426_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JD2426_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JD2426_STAMPING: F 332 1986
 JD2426_MARK LOGO: NGS   
 JD2426_PROJECTION: RECESSED 2 CENTIMETERS
 JD2426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2426+STABILITY: POSITION/ELEVATION WELL
 JD2426_ROD/PIPE-DEPTH: 7.3  meters
 JD2426_SLEEVE-DEPTH  : 3.0 meters
 JD2426
 JD2426  HISTORY     - Date     Condition        Report By
 JD2426  HISTORY     - 1986     MONUMENTED       NGS
 JD2426
 JD2426                          STATION DESCRIPTION
 JD2426
 JD2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2426'IN PRAIRIE HOME.
 JD2426'IN PRAIRIE HOME, AT THE INTERSECTION  OF STATE HIGHWAY 87 AND COUNTY
 JD2426'ROAD J, NEAR THE SOUTHEAST CORNER OF THE CITY PARK, 25.2 M (82.7 FT)
 JD2426'SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.8 M (48.6 FT) SOUTHEAST OF THE
 JD2426'NORTHEAST CORNER OF A PICNIC SHELTER, 11.8 M (38.7 FT) EAST OF THE
 JD2426'SOUTHEAST CORNER OF A PICNIC SHELTER, AND 10.7 M (35.1 FT) NORTH OF
 JD2426'THE ROAD CENTERLINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JD2426'5-INCH LOGO CAP.
 JD2426'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2398 ***********************************************************************
 JD2398  DESIGNATION -  F 333
 JD2398  PID         -  JD2398
 JD2398  STATE/COUNTY-  MO/OSAGE
 JD2398  USGS QUAD   -  OSAGE CITY (1981)
 JD2398
 JD2398                         *CURRENT SURVEY CONTROL
 JD2398  ___________________________________________________________________
 JD2398* NAD 83(1986)-  38 30 36.     (N)    092 02 07.     (W)     SCALED    
 JD2398* NAVD 88     -       182.377  (meters)     598.35   (feet)  ADJUSTED  
 JD2398  ___________________________________________________________________
 JD2398  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JD2398  DYNAMIC HT  -         182.253 (meters)     597.94  (feet)  COMP
 JD2398  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 JD2398
 JD2398  VERT ORDER  -  FIRST     CLASS II
 JD2398
 JD2398.The horizontal coordinates were scaled from a topographic map and have
 JD2398.an estimated accuracy of +/- 6 seconds.
 JD2398
 JD2398.The orthometric height was determined by differential leveling
 JD2398.and adjusted by the National Geodetic Survey in June 1991..
 JD2398
 JD2398.The geoid height was determined by GEOID03.
 JD2398
 JD2398.The dynamic height is computed by dividing the NAVD 88
 JD2398.geopotential number by the normal gravity value computed on the
 JD2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2398.degrees latitude (g = 980.6199 gals.).
 JD2398
 JD2398.The modeled gravity was interpolated from observed gravity values.
 JD2398
 JD2398;                    North         East    Units  Estimated Accuracy
 JD2398;SPC MO C     -   297,140.      540,530.      MT  (+/- 180 meters Scaled)
 JD2398
 JD2398                          SUPERSEDED SURVEY CONTROL
 JD2398
 JD2398.No superseded survey control is available for this station.
 JD2398
 JD2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC841628(NAD 83)
 JD2398_MARKER: DV = VERTICAL CONTROL DISK
 JD2398_SETTING: 66 = SET IN ROCK OUTCROP
 JD2398_SP_SET: IN A DRILL HOLE IN BEDROCK
 JD2398_STAMPING: F 333 1986
 JD2398_MARK LOGO: NGS   
 JD2398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2398+STABILITY: POSITION/ELEVATION WELL
 JD2398
 JD2398  HISTORY     - Date     Condition        Report By
 JD2398  HISTORY     - 1986     MONUMENTED       NGS
 JD2398  HISTORY     - 19890718 GOOD             NGS
 JD2398
 JD2398                          STATION DESCRIPTION
 JD2398
 JD2398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2398'16.1 KM (10.0 MI) EAST FROM JEFFERSON CITY.
 JD2398'16.1 KM (10.0 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JD2398'WITH U.S. HIGHWAY 54 IN JEFFERSON CITY, NEAR THE SOUTHEAST END OF A
 JD2398'100 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.6 KM (0.35 MI)
 JD2398'SOUTHEAST OF THE INTERSECTION OF LISLETOWN ROAD, 14.8 M (48.6 FT)
 JD2398'NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE, AND 2.3 M (7.5 FT)
 JD2398'NORTHWEST OF THE SOUTHEAST END OF THE EXPOSED AREA OF BEDROCK.
 JD2398'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 JD2398
 JD2398                          STATION RECOVERY (1989)
 JD2398
 JD2398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD2398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1339 ***********************************************************************
 JC1339  DESIGNATION -  F 334
 JC1339  PID         -  JC1339
 JC1339  STATE/COUNTY-  MO/FRANKLIN
 JC1339  USGS QUAD   -  NEW HAVEN (1973)
 JC1339
 JC1339                         *CURRENT SURVEY CONTROL
 JC1339  ___________________________________________________________________
 JC1339* NAD 83(1986)-  38 35 55.     (N)    091 14 45.     (W)     SCALED    
 JC1339* NAVD 88     -       187.429  (meters)     614.92   (feet)  ADJUSTED  
 JC1339  ___________________________________________________________________
 JC1339  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JC1339  DYNAMIC HT  -         187.308 (meters)     614.53  (feet)  COMP
 JC1339  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 JC1339
 JC1339  VERT ORDER  -  FIRST     CLASS II
 JC1339
 JC1339.The horizontal coordinates were scaled from a topographic map and have
 JC1339.an estimated accuracy of +/- 6 seconds.
 JC1339
 JC1339.The orthometric height was determined by differential leveling
 JC1339.and adjusted by the National Geodetic Survey in June 1991..
 JC1339
 JC1339.The geoid height was determined by GEOID03.
 JC1339
 JC1339.The dynamic height is computed by dividing the NAVD 88
 JC1339.geopotential number by the normal gravity value computed on the
 JC1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1339.degrees latitude (g = 980.6199 gals.).
 JC1339
 JC1339.The modeled gravity was interpolated from observed gravity values.
 JC1339
 JC1339;                    North         East    Units  Estimated Accuracy
 JC1339;SPC MO E     -   307,140.      185,030.      MT  (+/- 180 meters Scaled)
 JC1339
 JC1339                          SUPERSEDED SURVEY CONTROL
 JC1339
 JC1339.No superseded survey control is available for this station.
 JC1339
 JC1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC527736(NAD 83)
 JC1339_MARKER: I = METAL ROD
 JC1339_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1339+WITH SETTING: INFORMATION.
 JC1339_SP_SET: SHALLOW-SET METAL ROD
 JC1339_STAMPING: F 334 1986
 JC1339_MARK LOGO: NGS   
 JC1339_PROJECTION: FLUSH
 JC1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1339_ROD/PIPE-DEPTH: 1.2  meters
 JC1339
 JC1339  HISTORY     - Date     Condition        Report By
 JC1339  HISTORY     - 1986     MONUMENTED       NGS
 JC1339
 JC1339                          STATION DESCRIPTION
 JC1339
 JC1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1339'22.4 KM (13.9 MI) EAST FROM HERMANN.
 JC1339'22.4 KM (13.9 MI) EASTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1339'IN HERMANN, OR 23.4 KM (14.55 MI) WESTERLY ALONG STATE HIGHWAY 100
 JC1339'FROM ITS JUNCTION WITH STATE HIGHWAY 47 IN WASHINGTON, 0.5 KM (0.3 MI)
 JC1339'WEST OF THE INTERSECTION OF COUNTY ROAD E, 11.2 M (36.7 FT) NORTH OF
 JC1339'THE HIGHWAY CENTERLINE, AND 6.3 M (20.7 FT) EAST OF THE CENTER OF A
 JC1339'FIELD ENTRANCE AND GATE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JC1339'5-INCH LOGO CAP.
 JC1339'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 JC1339'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1361 ***********************************************************************
 JC1361  DESIGNATION -  F 335
 JC1361  PID         -  JC1361
 JC1361  STATE/COUNTY-  MO/GASCONADE
 JC1361  USGS QUAD   -  HERMANN (1985)
 JC1361
 JC1361                         *CURRENT SURVEY CONTROL
 JC1361  ___________________________________________________________________
 JC1361* NAD 83(1986)-  38 39 22.     (N)    091 29 09.     (W)     SCALED    
 JC1361* NAVD 88     -       192.918  (meters)     632.93   (feet)  ADJUSTED  
 JC1361  ___________________________________________________________________
 JC1361  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JC1361  DYNAMIC HT  -         192.791 (meters)     632.52  (feet)  COMP
 JC1361  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 JC1361
 JC1361  VERT ORDER  -  FIRST     CLASS II
 JC1361
 JC1361.The horizontal coordinates were scaled from a topographic map and have
 JC1361.an estimated accuracy of +/- 6 seconds.
 JC1361
 JC1361.The orthometric height was determined by differential leveling
 JC1361.and adjusted by the National Geodetic Survey in June 1991..
 JC1361
 JC1361.The geoid height was determined by GEOID03.
 JC1361
 JC1361.The dynamic height is computed by dividing the NAVD 88
 JC1361.geopotential number by the normal gravity value computed on the
 JC1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1361.degrees latitude (g = 980.6199 gals.).
 JC1361
 JC1361.The modeled gravity was interpolated from observed gravity values.
 JC1361
 JC1361;                    North         East    Units  Estimated Accuracy
 JC1361;SPC MO E     -   313,720.      164,190.      MT  (+/- 180 meters Scaled)
 JC1361
 JC1361                          SUPERSEDED SURVEY CONTROL
 JC1361
 JC1361.No superseded survey control is available for this station.
 JC1361
 JC1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC317797(NAD 83)
 JC1361_MARKER: I = METAL ROD
 JC1361_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1361+WITH SETTING: INFORMATION.
 JC1361_SP_SET: SHALLOW-SET METAL ROD
 JC1361_STAMPING: F 335 1986
 JC1361_MARK LOGO: NGS   
 JC1361_PROJECTION: RECESSED 1 CENTIMETERS
 JC1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1361_ROD/PIPE-DEPTH: 2.8  meters
 JC1361
 JC1361  HISTORY     - Date     Condition        Report By
 JC1361  HISTORY     - 1986     MONUMENTED       NGS
 JC1361  HISTORY     - 20050223 MARK NOT FOUND   JCLS
 JC1361
 JC1361                          STATION DESCRIPTION
 JC1361
 JC1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1361'8.1 KM (5.05 MI) WEST FROM HERMANN.
 JC1361'8.1 KM (5.05 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1361'IN HERMANN, 20.4 M (66.9 FT) EAST OF THE HIGHWAY CENTERLINE, 11.3 M
 JC1361'(37.1 FT) SOUTH OF THE CENTER OF THE SOUTH ENTRANCE TO DONS IMPLEMENT
 JC1361'AND JOHN DEER COMPANY, 2.1 M (6.9 FT) NORTH OF A UTILITY POLE WITH A
 JC1361'GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JC1361'CAP.
 JC1361'THE MARK IS 1.5 METERS  N FROM  A WITNESS POST
 JC1361'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JC1361
 JC1361                          STATION RECOVERY (2005)
 JC1361
 JC1361'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 JC1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1078 ***********************************************************************
 HC1078  DESIGNATION -  F 336
 HC1078  PID         -  HC1078
 HC1078  STATE/COUNTY-  MO/TEXAS
 HC1078  USGS QUAD   -  HOUSTON (1981)
 HC1078
 HC1078                         *CURRENT SURVEY CONTROL
 HC1078  ___________________________________________________________________
 HC1078* NAD 83(1986)-  37 20 00.     (N)    091 52 44.     (W)     SCALED    
 HC1078* NAVD 88     -       388.188  (meters)    1273.58   (feet)  ADJUSTED  
 HC1078  ___________________________________________________________________
 HC1078  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 HC1078  DYNAMIC HT  -         387.871 (meters)    1272.54  (feet)  COMP
 HC1078  MODELED GRAV-     979,802.5   (mgal)                       NAVD 88
 HC1078
 HC1078  VERT ORDER  -  FIRST     CLASS II
 HC1078
 HC1078.The horizontal coordinates were scaled from a topographic map and have
 HC1078.an estimated accuracy of +/- 6 seconds.
 HC1078
 HC1078.The orthometric height was determined by differential leveling
 HC1078.and adjusted by the National Geodetic Survey in June 1991..
 HC1078
 HC1078.The geoid height was determined by GEOID03.
 HC1078
 HC1078.The dynamic height is computed by dividing the NAVD 88
 HC1078.geopotential number by the normal gravity value computed on the
 HC1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1078.degrees latitude (g = 980.6199 gals.).
 HC1078
 HC1078.The modeled gravity was interpolated from observed gravity values.
 HC1078
 HC1078;                    North         East    Units  Estimated Accuracy
 HC1078;SPC MO C     -   166,630.      555,040.      MT  (+/- 180 meters Scaled)
 HC1078
 HC1078                          SUPERSEDED SURVEY CONTROL
 HC1078
 HC1078  NGVD 29 (10/05/93)  388.063  (m)         1273.17   (f) ADJUSTED    1 2
 HC1078
 HC1078.Superseded values are not recommended for survey control.
 HC1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1078.See file dsdata.txt to determine how the superseded data were derived.
 HC1078
 HC1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB993324(NAD 83)
 HC1078_MARKER: I = METAL ROD
 HC1078_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HC1078_SP_SET: STAINLESS STEEL ROD
 HC1078_STAMPING: F 336 1986
 HC1078_MARK LOGO: NGS   
 HC1078_PROJECTION: FLUSH
 HC1078_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1078_ROD/PIPE-DEPTH: 4.1  meters
 HC1078
 HC1078  HISTORY     - Date     Condition        Report By
 HC1078  HISTORY     - 1986     MONUMENTED       NGS
 HC1078
 HC1078                          STATION DESCRIPTION
 HC1078
 HC1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1078'6.8 KM (4.2 MI) EASTERLY ALONG COUNTY ROAD B FROM ITS JUNCTION WITH
 HC1078'U.S. HIGHWAY 63 IN HOUSTON, 10.1 M (33.1 FT) NORTH OF THE CENTERLINE
 HC1078'OF THE ROAD, 6.7 M (22.0 FT) WEST OF THE CENTER OF COUNTY ROAD 3130,
 HC1078'1.2 M (3.9 FT) NORTH OF UTILITY POLE NUMBER 9 J 1, AND 0.3 BELOW THE
 HC1078'LEVEL OF THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HC1078'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1106 ***********************************************************************
 HC1106  DESIGNATION -  F 337
 HC1106  PID         -  HC1106
 HC1106  STATE/COUNTY-  MO/PHELPS
 HC1106  USGS QUAD   -  YANCY MILLS (1982)
 HC1106
 HC1106                         *CURRENT SURVEY CONTROL
 HC1106  ___________________________________________________________________
 HC1106* NAD 83(1997)-  37 48 01.79794(N)    091 48 48.11126(W)     ADJUSTED  
 HC1106* NAVD 88     -       328.753  (meters)    1078.58   (feet)  ADJUSTED  
 HC1106  ___________________________________________________________________
 HC1106  X           -    -159,683.547 (meters)                     COMP
 HC1106  Y           -  -5,043,740.291 (meters)                     COMP
 HC1106  Z           -   3,888,153.736 (meters)                     COMP
 HC1106  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 HC1106  ELLIP HEIGHT-         298.20  (meters)          (02/17/00) GPS OBS
 HC1106  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HC1106  DYNAMIC HT  -         328.505 (meters)    1077.77  (feet)  COMP
 HC1106  MODELED GRAV-     979,865.0   (mgal)                       NAVD 88
 HC1106
 HC1106  HORZ ORDER  -  THIRD
 HC1106  VERT ORDER  -  FIRST     CLASS II
 HC1106  ELLP ORDER  -  FOURTH    CLASS I
 HC1106
 HC1106.The horizontal coordinates were established by GPS observations
 HC1106.and adjusted by the National Geodetic Survey in February 2000..
 HC1106
 HC1106.The orthometric height was determined by differential leveling
 HC1106.and adjusted by the National Geodetic Survey in June 1991..
 HC1106
 HC1106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HC1106
 HC1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1106
 HC1106.The ellipsoidal height was determined by GPS observations
 HC1106.and is referenced to NAD 83.
 HC1106
 HC1106.The geoid height was determined by GEOID03.
 HC1106
 HC1106.The dynamic height is computed by dividing the NAVD 88
 HC1106.geopotential number by the normal gravity value computed on the
 HC1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1106.degrees latitude (g = 980.6199 gals.).
 HC1106
 HC1106.The modeled gravity was interpolated from observed gravity values.
 HC1106
 HC1106;                    North         East     Units Scale Factor Converg.
 HC1106;SPC MO C     -   218,512.302   560,468.254   MT  0.99997835   +0 25 15.1
 HC1106;UTM  15      - 4,184,343.492   604,466.930   MT  0.99973442   +0 43 38.5
 HC1106
 HC1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1106!SPC MO C     -   0.99995321  x   0.99997835  =   0.99993156
 HC1106!UTM  15      -   0.99995321  x   0.99973442  =   0.99968764
 HC1106
 HC1106                          SUPERSEDED SURVEY CONTROL
 HC1106
 HC1106  NAD 83(1986)-  37 48 01.81301(N)    091 48 48.11223(W) AD(       ) 3
 HC1106  NGVD 29 (10/05/93)  328.682  (m)         1078.35   (f) ADJUSTED    1 2
 HC1106
 HC1106.Superseded values are not recommended for survey control.
 HC1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1106.See file dsdata.txt to determine how the superseded data were derived.
 HC1106
 HC1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0446784343(NAD 83)
 HC1106_MARKER: I = METAL ROD
 HC1106_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HC1106_SP_SET: STAINLESS STEEL ROD
 HC1106_STAMPING: F 337 1986
 HC1106_MARK LOGO: NGS   
 HC1106_PROJECTION: FLUSH
 HC1106_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC1106+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2005
 HC1106_ROD/PIPE-DEPTH: 4.0  meters
 HC1106
 HC1106  HISTORY     - Date     Condition        Report By
 HC1106  HISTORY     - 1986     MONUMENTED       NGS
 HC1106  HISTORY     - 19890911 GOOD             NGS
 HC1106  HISTORY     - 19900126 GOOD
 HC1106  HISTORY     - 20050323 GOOD             MODT
 HC1106
 HC1106                          STATION DESCRIPTION
 HC1106
 HC1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1106'20.2 KM (12.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 HC1106'WITH INTERSTATE HIGHWAY 44 IN ROLLA, 22.1 M (72.5 FT) SOUTHEAST OF
 HC1106'THE CENTERLINE OF THE HIGHWAY, 16.4 M (53.8 FT) NORTH-NORTHEAST OF
 HC1106'THE CENTER OF A PAVED ROAD LEADING SOUTHWEST, 9.4 M (30.8 FT)
 HC1106'NORTHEAST OF THE NORTHEAST END OF A DRAIN PIPE, 0.6 M (2.0 FT) ABOVE
 HC1106'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 HC1106'POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HC1106
 HC1106                          STATION RECOVERY (1989)
 HC1106
 HC1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC1106'STATION IS LOCATED ABOUT 19.5 KM (12.10 MI) SOUTH OF ROLLA, 14.7 KM
 HC1106'(9.15 MI) SOUTHWEST OF ROAD CC LEADING WEST, AND AT AN ASPHALT ROAD
 HC1106'LEADING SOUTHWEST, IN THE EAST R-O-W OF U.S. HIGHWAY 63.
 HC1106'OWNERSHIP-STATE OF MISSOURI.
 HC1106'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 44 AND
 HC1106'U.S. HIGHWAY 63 AT THE NORTH EDGE OF ROLLA, GO SOUTHERLY ALONG U.S.
 HC1106'HIGHWAY 63 FOR 19.5 KM (12.10 MI) TO AN ASPHALT ROAD LEADING SOUTHWEST
 HC1106'AND THE STATION ON THE LEFT.  ALSO, 6.6 KM (4.10 MI) SOUTHWEST OF ROAD
 HC1106'W LEADING WEST.
 HC1106'STATION IS SET 22.1 M (72.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 HC1106'HIGHWAY 63, 15.5 M (50.9 FT) EAST-NORTHEAST OF THE CENTER OF AN
 HC1106'ASPHALT ROAD, 9.1 M (29.9 FT) EAST-SOUTHEAST OF THE NORTH END OF A
 HC1106'DRAIN PIPE, 0.45 M (1.5 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST,
 HC1106'AND ABOUT 0.61 M (2.0 FT) ABOVE THE SURFACE OF THE HIGHWAY.
 HC1106'DESCRIBED BY G.F.S.     CAN PARK OFF HIGHWAY NEAR THE STATION.
 HC1106
 HC1106                          STATION RECOVERY (1990)
 HC1106
 HC1106'RECOVERED 1990
 HC1106'RECOVERED IN GOOD CONDITION.
 HC1106
 HC1106                          STATION RECOVERY (2005)
 HC1106
 HC1106'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2005 (SS)
 HC1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2446 ***********************************************************************
 JD2446  DESIGNATION -  F 338
 JD2446  PID         -  JD2446
 JD2446  STATE/COUNTY-  MO/COLE
 JD2446  USGS QUAD   -  HARTSBURG (1981)
 JD2446
 JD2446                         *CURRENT SURVEY CONTROL
 JD2446  ___________________________________________________________________
 JD2446* NAD 83(1986)-  38 41 37.     (N)    092 22 04.     (W)     SCALED    
 JD2446* NAVD 88     -       173.957  (meters)     570.72   (feet)  ADJUSTED  
 JD2446  ___________________________________________________________________
 JD2446  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD2446  DYNAMIC HT  -         173.842 (meters)     570.35  (feet)  COMP
 JD2446  MODELED GRAV-     979,966.6   (mgal)                       NAVD 88
 JD2446
 JD2446  VERT ORDER  -  FIRST     CLASS II
 JD2446
 JD2446.The horizontal coordinates were scaled from a topographic map and have
 JD2446.an estimated accuracy of +/- 6 seconds.
 JD2446
 JD2446.The orthometric height was determined by differential leveling
 JD2446.and adjusted by the National Geodetic Survey in June 1991..
 JD2446
 JD2446.The geoid height was determined by GEOID03.
 JD2446
 JD2446.The dynamic height is computed by dividing the NAVD 88
 JD2446.geopotential number by the normal gravity value computed on the
 JD2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2446.degrees latitude (g = 980.6199 gals.).
 JD2446
 JD2446.The modeled gravity was interpolated from observed gravity values.
 JD2446
 JD2446;                    North         East    Units  Estimated Accuracy
 JD2446;SPC MO C     -   317,430.      511,500.      MT  (+/- 180 meters Scaled)
 JD2446
 JD2446                          SUPERSEDED SURVEY CONTROL
 JD2446
 JD2446.No superseded survey control is available for this station.
 JD2446
 JD2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC549829(NAD 83)
 JD2446_MARKER: I = METAL ROD
 JD2446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2446_SP_SET: STAINLESS STEEL ROD
 JD2446_STAMPING: F 338 1986
 JD2446_MARK LOGO: NGS   
 JD2446_PROJECTION: FLUSH
 JD2446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2446_ROD/PIPE-DEPTH: 6.1  meters
 JD2446
 JD2446  HISTORY     - Date     Condition        Report By
 JD2446  HISTORY     - 1986     MONUMENTED       NGS
 JD2446
 JD2446                          STATION DESCRIPTION
 JD2446
 JD2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2446'21.8 KM (13.55 MI) NW FROM JEFFERSON CITY.
 JD2446'21.8 KM (13.55 MI) NORTHWESTERLY ALONG STATE HIGHWAY 179 FROM ITS
 JD2446'JUNCTION WITH U.S. HIGHWAY 50 IN JEFFERSON CITY, 23.6 M (77.4 FT)
 JD2446'NORTH-NORTHWEST OF THE CENTER OF DRIVEWAY LEADING TO A METAL SHED, 9.2
 JD2446'M (30.2 FT) EAST-NORTHEAST OF THE HIGHWAY CENTERLINE, 8.7 M (28.5 FT)
 JD2446'SOUTHWEST OF THE NORTHWEST CORNER OF THE SHED, AND 1.0 M (3.3 FT)
 JD2446'NORTH-NORTHWEST OF A UTILITY POLE WITH A TRANSFORMER AND 2 GUY WIRES.
 JD2446'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2446'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 JD2446'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1311 ***********************************************************************
 JC1311  DESIGNATION -  F 339
 JC1311  PID         -  JC1311
 JC1311  STATE/COUNTY-  MO/FRANKLIN
 JC1311  USGS QUAD   -  GRAY SUMMIT (1969)
 JC1311
 JC1311                         *CURRENT SURVEY CONTROL
 JC1311  ___________________________________________________________________
 JC1311* NAD 83(1986)-  38 28 28.     (N)    090 51 40.     (W)     SCALED    
 JC1311* NAVD 88     -       221.762  (meters)     727.56   (feet)  ADJUSTED  
 JC1311  ___________________________________________________________________
 JC1311  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JC1311  DYNAMIC HT  -         221.616 (meters)     727.09  (feet)  COMP
 JC1311  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 JC1311
 JC1311  VERT ORDER  -  FIRST     CLASS II
 JC1311
 JC1311.The horizontal coordinates were scaled from a topographic map and have
 JC1311.an estimated accuracy of +/- 6 seconds.
 JC1311
 JC1311.The orthometric height was determined by differential leveling
 JC1311.and adjusted by the National Geodetic Survey in June 1991..
 JC1311
 JC1311.The geoid height was determined by GEOID03.
 JC1311
 JC1311.The dynamic height is computed by dividing the NAVD 88
 JC1311.geopotential number by the normal gravity value computed on the
 JC1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1311.degrees latitude (g = 980.6199 gals.).
 JC1311
 JC1311.The modeled gravity was interpolated from observed gravity values.
 JC1311
 JC1311;                    North         East    Units  Estimated Accuracy
 JC1311;SPC MO E     -   293,150.      218,490.      MT  (+/- 180 meters Scaled)
 JC1311
 JC1311                          SUPERSEDED SURVEY CONTROL
 JC1311
 JC1311.No superseded survey control is available for this station.
 JC1311
 JC1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC865606(NAD 83)
 JC1311_MARKER: DB = BENCH MARK DISK
 JC1311_SETTING: 66 = SET IN ROCK OUTCROP
 JC1311_SP_SET: ROCK OUTCROP
 JC1311_STAMPING: F 339 1986
 JC1311_MARK LOGO: NGS   
 JC1311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1311+STABILITY: POSITION/ELEVATION WELL
 JC1311
 JC1311  HISTORY     - Date     Condition        Report By
 JC1311  HISTORY     - 1986     MONUMENTED       NGS
 JC1311
 JC1311                          STATION DESCRIPTION
 JC1311
 JC1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1311'3.9 KM (2.4 MI) WEST FROM GRAY SUMMIT.
 JC1311'3.9 KM (2.4 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1311'WITH INTERSTATE HIGHWAY 44 IN GRAY SUMMIT, SET VERTICALLY IN THE NORTH
 JC1311'FACE OF A 500 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 20.0 M
 JC1311'(65.6 FT) WEST OF THE EAST END OF THE CUT, AND 12.0 M (39.4 FT) SOUTH
 JC1311'OF THE HIGHWAY CENTERLINE.
 JC1311'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0581 ***********************************************************************
 HC0581  DESIGNATION -  F 34
 HC0581  PID         -  HC0581
 HC0581  STATE/COUNTY-  MO/TEXAS
 HC0581  USGS QUAD   -  BEULAH (1954)
 HC0581
 HC0581                         *CURRENT SURVEY CONTROL
 HC0581  ___________________________________________________________________
 HC0581* NAD 83(1986)-  37 34 12.     (N)    091 53 09.     (W)     SCALED    
 HC0581* NAVD 88     -       351.950  (meters)    1154.69   (feet)  ADJUSTED  
 HC0581  ___________________________________________________________________
 HC0581  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 HC0581  DYNAMIC HT  -         351.671 (meters)    1153.77  (feet)  COMP
 HC0581  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 HC0581
 HC0581  VERT ORDER  -  FIRST     CLASS II
 HC0581
 HC0581.The horizontal coordinates were scaled from a topographic map and have
 HC0581.an estimated accuracy of +/- 6 seconds.
 HC0581
 HC0581.The orthometric height was determined by differential leveling
 HC0581.and adjusted by the National Geodetic Survey in June 1991..
 HC0581
 HC0581.The geoid height was determined by GEOID03.
 HC0581
 HC0581.The dynamic height is computed by dividing the NAVD 88
 HC0581.geopotential number by the normal gravity value computed on the
 HC0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0581.degrees latitude (g = 980.6199 gals.).
 HC0581
 HC0581.The modeled gravity was interpolated from observed gravity values.
 HC0581
 HC0581;                    North         East    Units  Estimated Accuracy
 HC0581;SPC MO C     -   192,890.      554,250.      MT  (+/- 180 meters Scaled)
 HC0581
 HC0581                          SUPERSEDED SURVEY CONTROL
 HC0581
 HC0581  NGVD 29 (??/??/92)  351.849  (m)         1154.36   (f) ADJ UNCH    1 2
 HC0581
 HC0581.Superseded values are not recommended for survey control.
 HC0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0581.See file dsdata.txt to determine how the superseded data were derived.
 HC0581
 HC0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB983586(NAD 83)
 HC0581_MARKER: DB = BENCH MARK DISK
 HC0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0581_SP_SET: CONCRETE POST
 HC0581_STAMPING: F 34 1934
 HC0581_MARK LOGO: CGS   
 HC0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0581+STABILITY: SURFACE MOTION
 HC0581
 HC0581  HISTORY     - Date     Condition        Report By
 HC0581  HISTORY     - 1934     MONUMENTED       CGS
 HC0581  HISTORY     - 1935     GOOD             NGS
 HC0581  HISTORY     - 19890718 GOOD             NGS
 HC0581
 HC0581                          STATION DESCRIPTION
 HC0581
 HC0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0581'4.8 MI N FROM LICKING.
 HC0581'4.8 MILES NORTH ALONG U.S. HIGHWAY 63 FROM LICKING, TEXAS COUNTY,
 HC0581'310 YARDS SOUTHEAST OF SHERRILL SCHOOL, AND 25 FEET WEST OF THE
 HC0581'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 34 1934
 HC0581'AND SET IN THE TOP OF A CONCRETE POST.
 HC0581
 HC0581                          STATION RECOVERY (1989)
 HC0581
 HC0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0581'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.0 KM (0.6
 HC0581'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE
 HC0581'HIGHWAY 137 IN LICKING, THENCE 7.7 KM (4.8 MI) NORTHERLY ALONG COUNTY
 HC0581'ROAD 2700, 36.0 M (118.1 FT) NORTH OF THE EXTENDED CENTER OF A
 HC0581'DRIVEWAY, 7.1 M (23.3 FT) WEST OF THE CENTER OF THE ROAD, 6.4 M (21.0
 HC0581'FT) NORTH OF A FENCE CORNER, 3.1 M (10.2 FT) SOUTH OF A UTILITY POLE,
 HC0581'0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) EAST OF A
 HC0581'WITNESS POST AND FENCE, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.06
 HC0581'M (0.2 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1591 ***********************************************************************
 KE1591  DESIGNATION -  F 340
 KE1591  PID         -  KE1591
 KE1591  STATE/COUNTY-  MO/BUCHANAN
 KE1591  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE1591
 KE1591                         *CURRENT SURVEY CONTROL
 KE1591  ___________________________________________________________________
 KE1591* NAD 83(1986)-  39 47 28.     (N)    094 50 51.     (W)     SCALED    
 KE1591* NAVD 88     -       270.138  (meters)     886.28   (feet)  ADJUSTED  
 KE1591  ___________________________________________________________________
 KE1591  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KE1591  DYNAMIC HT  -         269.981 (meters)     885.76  (feet)  COMP
 KE1591  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 KE1591
 KE1591  VERT ORDER  -  FIRST     CLASS II
 KE1591
 KE1591.The horizontal coordinates were scaled from a topographic map and have
 KE1591.an estimated accuracy of +/- 6 seconds.
 KE1591
 KE1591.The orthometric height was determined by differential leveling
 KE1591.and adjusted by the National Geodetic Survey in June 1991..
 KE1591
 KE1591.The geoid height was determined by GEOID03.
 KE1591
 KE1591.The dynamic height is computed by dividing the NAVD 88
 KE1591.geopotential number by the normal gravity value computed on the
 KE1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1591.degrees latitude (g = 980.6199 gals.).
 KE1591
 KE1591.The modeled gravity was interpolated from observed gravity values.
 KE1591
 KE1591;                    North         East    Units  Estimated Accuracy
 KE1591;SPC MO W     -   402,330.      820,240.      MT  (+/- 180 meters Scaled)
 KE1591
 KE1591                          SUPERSEDED SURVEY CONTROL
 KE1591
 KE1591.No superseded survey control is available for this station.
 KE1591
 KE1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE418062(NAD 83)
 KE1591_MARKER: I = METAL ROD
 KE1591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1591_SP_SET: STAINLESS STEEL ROD
 KE1591_STAMPING: F 340 1989
 KE1591_MARK LOGO: NGS   
 KE1591_PROJECTION: FLUSH
 KE1591_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1591+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 KE1591_ROD/PIPE-DEPTH: 10.8 meters
 KE1591
 KE1591  HISTORY     - Date     Condition        Report By
 KE1591  HISTORY     - 1989     MONUMENTED       NGS
 KE1591  HISTORY     - 20060704 GOOD             GEOCAC
 KE1591
 KE1591                          STATION DESCRIPTION
 KE1591
 KE1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1591'IN ST JOSEPH, AT THE INTERSECTION OF ST JOSEPH AVENUE AND MADISON
 KE1591'STREET, 20.8 M (68.2 FT) WEST OF THE CENTERLINE OF THE AVENUE, 5.5 M
 KE1591'(18.0 FT) NORTH OF THE CENTER OF THE STREET, 2.5 M (8.2 FT) WEST OF
 KE1591'UTILITY POLE NUMBER 3001, 1.0 M (3.3 FT) SOUTH OF THE SOUTH EDGE OF A
 KE1591'SIDEWALK, AND LEVEL WITH THE STREET.  NOTE--ACCESS TO DATUM POINT IS
 KE1591'HAD THROUGH A 5-INCH LOGO CAP.
 KE1591
 KE1591                          STATION RECOVERY (2006)
 KE1591
 KE1591'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1591'HH2 N39 47 27.3 W94 50 51.5
 KE1591' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1763 ***********************************************************************
 JC1763  DESIGNATION -  F 340
 JC1763  PID         -  JC1763
 JC1763  STATE/COUNTY-  MO/OSAGE
 JC1763  USGS QUAD   -  WESTPHALIA EAST (1981)
 JC1763
 JC1763                         *CURRENT SURVEY CONTROL
 JC1763  ___________________________________________________________________
 JC1763* NAD 83(1986)-  38 25 42.     (N)    091 59 08.     (W)     SCALED    
 JC1763* NAVD 88     -       197.901  (meters)     649.28   (feet)  ADJUSTED  
 JC1763  ___________________________________________________________________
 JC1763  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JC1763  DYNAMIC HT  -         197.764 (meters)     648.83  (feet)  COMP
 JC1763  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 JC1763
 JC1763  VERT ORDER  -  FIRST     CLASS II
 JC1763
 JC1763.The horizontal coordinates were scaled from a topographic map and have
 JC1763.an estimated accuracy of +/- 6 seconds.
 JC1763
 JC1763.The orthometric height was determined by differential leveling
 JC1763.and adjusted by the National Geodetic Survey in June 1991..
 JC1763
 JC1763.The geoid height was determined by GEOID03.
 JC1763
 JC1763.The dynamic height is computed by dividing the NAVD 88
 JC1763.geopotential number by the normal gravity value computed on the
 JC1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1763.degrees latitude (g = 980.6199 gals.).
 JC1763
 JC1763.The modeled gravity was interpolated from observed gravity values.
 JC1763
 JC1763;                    North         East    Units  Estimated Accuracy
 JC1763;SPC MO C     -   288,100.      544,920.      MT  (+/- 180 meters Scaled)
 JC1763
 JC1763                          SUPERSEDED SURVEY CONTROL
 JC1763
 JC1763  NGVD 29 (10/05/93)  197.876  (m)          649.20   (f) ADJUSTED    1 2
 JC1763
 JC1763.Superseded values are not recommended for survey control.
 JC1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1763.See file dsdata.txt to determine how the superseded data were derived.
 JC1763
 JC1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC885538(NAD 83)
 JC1763_MARKER: DB = BENCH MARK DISK
 JC1763_SETTING: 66 = SET IN ROCK OUTCROP
 JC1763_SP_SET: IN A DRILL HOLE IN BEDROCK
 JC1763_STAMPING: F 340 1986
 JC1763_MARK LOGO: NGS   
 JC1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1763+STABILITY: POSITION/ELEVATION WELL
 JC1763
 JC1763  HISTORY     - Date     Condition        Report By
 JC1763  HISTORY     - 1986     MONUMENTED       NGS
 JC1763
 JC1763                          STATION DESCRIPTION
 JC1763
 JC1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1763'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC1763'WITH COUNTY ROAD 511 IN WESTPHALIA, IN A 1.0 BY 2.0 FOOT TRIANGULAR
 JC1763'SHAPED EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 36.6 M (120.1 FT)
 JC1763'NORTHWEST OF THE SOUTHEAST END OF THE CUT, 13.9 M (45.6 FT) SOUTHWEST
 JC1763'OF THE CENTER OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1613 ***********************************************************************
 KE1613  DESIGNATION -  F 341
 KE1613  PID         -  KE1613
 KE1613  STATE/COUNTY-  MO/PLATTE
 KE1613  USGS QUAD   -  WESTON (1984)
 KE1613
 KE1613                         *CURRENT SURVEY CONTROL
 KE1613  ___________________________________________________________________
 KE1613* NAD 83(1986)-  39 29 24.     (N)    094 59 51.     (W)     SCALED    
 KE1613* NAVD 88     -       240.090  (meters)     787.70   (feet)  ADJUSTED  
 KE1613  ___________________________________________________________________
 KE1613  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KE1613  DYNAMIC HT  -         239.943 (meters)     787.21  (feet)  COMP
 KE1613  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 KE1613
 KE1613  VERT ORDER  -  FIRST     CLASS II
 KE1613
 KE1613.The horizontal coordinates were scaled from a topographic map and have
 KE1613.an estimated accuracy of +/- 6 seconds.
 KE1613
 KE1613.The orthometric height was determined by differential leveling
 KE1613.and adjusted by the National Geodetic Survey in June 1991..
 KE1613
 KE1613.The geoid height was determined by GEOID03.
 KE1613
 KE1613.The dynamic height is computed by dividing the NAVD 88
 KE1613.geopotential number by the normal gravity value computed on the
 KE1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1613.degrees latitude (g = 980.6199 gals.).
 KE1613
 KE1613.The modeled gravity was interpolated from observed gravity values.
 KE1613
 KE1613;                    North         East    Units  Estimated Accuracy
 KE1613;SPC MO W     -   368,960.      807,210.      MT  (+/- 180 meters Scaled)
 KE1613
 KE1613                          SUPERSEDED SURVEY CONTROL
 KE1613
 KE1613.No superseded survey control is available for this station.
 KE1613
 KE1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD282730(NAD 83)
 KE1613_MARKER: I = METAL ROD
 KE1613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1613_SP_SET: STAINLESS STEEL ROD
 KE1613_STAMPING: F 341 1989
 KE1613_MARK LOGO: NGS   
 KE1613_PROJECTION: FLUSH
 KE1613_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1613+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1613_ROD/PIPE-DEPTH: 8.4  meters
 KE1613
 KE1613  HISTORY     - Date     Condition        Report By
 KE1613  HISTORY     - 1989     MONUMENTED       NGS
 KE1613  HISTORY     - 20060409 GOOD             GEOCAC
 KE1613
 KE1613                          STATION DESCRIPTION
 KE1613
 KE1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1613'11.7 KM (7.25 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM ITS JUNCTION
 KE1613'WITH STATE HIGHWAY H IN WESTON, 35.0 M (114.8 FT) SOUTHWEST OF THE
 KE1613'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 32.5 M (106.6 FT)
 KE1613'SOUTHWEST OF A RAILROAD SIGNAL NUMBER S 384, 15.3 M (50.2 FT)
 KE1613'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.4 M (4.6 FT) NORTHWEST
 KE1613'OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND
 KE1613'0.2 M (0.7 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO DATUM
 KE1613'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1613
 KE1613                          STATION RECOVERY (2006)
 KE1613
 KE1613'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1613'HH2 (NAD83) N39 29 24.0 W94 59 50.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1449 ***********************************************************************
 LF1449  DESIGNATION -  F 342
 LF1449  PID         -  LF1449
 LF1449  STATE/COUNTY-  MO/ATCHISON
 LF1449  USGS QUAD   -  ROCK PORT (1981)
 LF1449
 LF1449                         *CURRENT SURVEY CONTROL
 LF1449  ___________________________________________________________________
 LF1449* NAD 83(1986)-  40 27 45.     (N)    095 36 52.     (W)     SCALED    
 LF1449* NAVD 88     -       273.025  (meters)     895.75   (feet)  ADJUSTED  
 LF1449  ___________________________________________________________________
 LF1449  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LF1449  DYNAMIC HT  -         272.880 (meters)     895.27  (feet)  COMP
 LF1449  MODELED GRAV-     980,089.4   (mgal)                       NAVD 88
 LF1449
 LF1449  VERT ORDER  -  FIRST     CLASS II
 LF1449
 LF1449.The horizontal coordinates were scaled from a topographic map and have
 LF1449.an estimated accuracy of +/- 6 seconds.
 LF1449
 LF1449.The orthometric height was determined by differential leveling
 LF1449.and adjusted by the National Geodetic Survey in June 1991..
 LF1449
 LF1449.The geoid height was determined by GEOID03.
 LF1449
 LF1449.The dynamic height is computed by dividing the NAVD 88
 LF1449.geopotential number by the normal gravity value computed on the
 LF1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1449.degrees latitude (g = 980.6199 gals.).
 LF1449
 LF1449.The modeled gravity was interpolated from observed gravity values.
 LF1449
 LF1449;                    North         East    Units  Estimated Accuracy
 LF1449;SPC MO W     -   477,420.      755,480.      MT  (+/- 180 meters Scaled)
 LF1449
 LF1449                          SUPERSEDED SURVEY CONTROL
 LF1449
 LF1449.No superseded survey control is available for this station.
 LF1449
 LF1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE783823(NAD 83)
 LF1449_MARKER: I = METAL ROD
 LF1449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1449_SP_SET: STAINLESS STEEL ROD
 LF1449_STAMPING: F 342 1989
 LF1449_MARK LOGO: NGS   
 LF1449_PROJECTION: FLUSH
 LF1449_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1449+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1449_ROD/PIPE-DEPTH: 26.8 meters
 LF1449
 LF1449  HISTORY     - Date     Condition        Report By
 LF1449  HISTORY     - 1989     MONUMENTED       NGS
 LF1449
 LF1449                          STATION DESCRIPTION
 LF1449
 LF1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1449'1.6 M (5.2 FT) SOUTHERLY ALONG STATE HIGHWAY D FROM THE JUNCTION OF
 LF1449'STATE HIGHWAY A IN WATSON, 47.4 M (155.5 FT) EAST OF THE CENTER OF
 LF1449'THE HIGHWAY, 10.3 M (33.8 FT) WEST OF THE EXTENDED CENTER OF A
 LF1449'DRIVEWAY LEADING SOUTH TO THE ESSER RESIDENCE, 4.9 M (16.1 FT) NORTH
 LF1449'OF THE CENTER OF A GRAVELED ROAD LEADING EAST, 1.2 M (3.9 FT) WEST OF
 LF1449'A UTILITY POLE WITH 2 GUY WIRES, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 LF1449'POST, AND LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1471 ***********************************************************************
 HD1471  DESIGNATION -  F 343
 HD1471  PID         -  HD1471
 HD1471  STATE/COUNTY-  MO/GREENE
 HD1471  USGS QUAD   -  GALLOWAY (1975)
 HD1471
 HD1471                         *CURRENT SURVEY CONTROL
 HD1471  ___________________________________________________________________
 HD1471* NAD 83(1986)-  37 07 41.     (N)    093 13 52.     (W)     SCALED    
 HD1471* NAVD 88     -       354.578  (meters)    1163.31   (feet)  ADJUSTED  
 HD1471  ___________________________________________________________________
 HD1471  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 HD1471  DYNAMIC HT  -         354.289 (meters)    1162.36  (feet)  COMP
 HD1471  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 HD1471
 HD1471  VERT ORDER  -  FIRST     CLASS II
 HD1471
 HD1471.The horizontal coordinates were scaled from a topographic map and have
 HD1471.an estimated accuracy of +/- 6 seconds.
 HD1471
 HD1471.The orthometric height was determined by differential leveling
 HD1471.and adjusted by the National Geodetic Survey in June 1991..
 HD1471
 HD1471.The geoid height was determined by GEOID03.
 HD1471
 HD1471.The dynamic height is computed by dividing the NAVD 88
 HD1471.geopotential number by the normal gravity value computed on the
 HD1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1471.degrees latitude (g = 980.6199 gals.).
 HD1471
 HD1471.The modeled gravity was interpolated from observed gravity values.
 HD1471
 HD1471;                    North         East    Units  Estimated Accuracy
 HD1471;SPC MO C     -   143,910.      435,040.      MT  (+/- 180 meters Scaled)
 HD1471
 HD1471                          SUPERSEDED SURVEY CONTROL
 HD1471
 HD1471  NGVD 29 (10/05/93)  354.428  (m)         1162.82   (f) ADJUSTED    1 2
 HD1471
 HD1471.Superseded values are not recommended for survey control.
 HD1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1471.See file dsdata.txt to determine how the superseded data were derived.
 HD1471
 HD1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB794091(NAD 83)
 HD1471_MARKER: DV = VERTICAL CONTROL DISK
 HD1471_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HD1471_SP_SET: PIER
 HD1471_STAMPING: F 343 1989
 HD1471_MARK LOGO: NGS   
 HD1471_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1471+STABILITY: POSITION/ELEVATION WELL
 HD1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1471+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 HD1471
 HD1471  HISTORY     - Date     Condition        Report By
 HD1471  HISTORY     - 1989     MONUMENTED       NGS
 HD1471  HISTORY     - 20040722 GOOD             USPSQD
 HD1471
 HD1471                          STATION DESCRIPTION
 HD1471
 HD1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1471'IN SPRINGFIELD, AT THE INTERSECTION OF U.S. HIGHWAYS 60 AND 65, SET
 HD1471'VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHWESTERLY I OF 3
 HD1471'COLUMNS OF THE FIRST PIER NORTHEAST OF THE SOUTHWEST ABUTMENT OF THE
 HD1471'SOUTHBOUND HIGHWAY 60 OVERPASS OF HIGHWAY 65, 9.5 M (31.2 FT)
 HD1471'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF HIGHWAY 60, 5.4
 HD1471'M (17.7 FT) NORTHWEST OF THE CENTER OF THE OVERPASS, AND 1.5 M (4.9
 HD1471'FT) ABOVE THE LEVEL OF THE HIGHWAY.
 HD1471
 HD1471                          STATION RECOVERY (2004)
 HD1471
 HD1471'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 HD1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1495 ***********************************************************************
 HD1495  DESIGNATION -  F 344
 HD1495  PID         -  HD1495
 HD1495  STATE/COUNTY-  MO/GREENE
 HD1495  USGS QUAD   -  BROOKLINE (1975)
 HD1495
 HD1495                         *CURRENT SURVEY CONTROL
 HD1495  ___________________________________________________________________
 HD1495* NAD 83(1986)-  37 07 32.     (N)    093 28 30.     (W)     SCALED    
 HD1495* NAVD 88     -       394.420  (meters)    1294.03   (feet)  ADJUSTED  
 HD1495  ___________________________________________________________________
 HD1495  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HD1495  DYNAMIC HT  -         394.098 (meters)    1292.97  (feet)  COMP
 HD1495  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 HD1495
 HD1495  VERT ORDER  -  FIRST     CLASS II
 HD1495
 HD1495.The horizontal coordinates were scaled from a topographic map and have
 HD1495.an estimated accuracy of +/- 6 seconds.
 HD1495
 HD1495.The orthometric height was determined by differential leveling
 HD1495.and adjusted by the National Geodetic Survey in June 1991..
 HD1495
 HD1495.The geoid height was determined by GEOID03.
 HD1495
 HD1495.The dynamic height is computed by dividing the NAVD 88
 HD1495.geopotential number by the normal gravity value computed on the
 HD1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1495.degrees latitude (g = 980.6199 gals.).
 HD1495
 HD1495.The modeled gravity was interpolated from observed gravity values.
 HD1495
 HD1495;                    North         East    Units  Estimated Accuracy
 HD1495;SPC MO C     -   143,830.      413,360.      MT  (+/- 180 meters Scaled)
 HD1495
 HD1495                          SUPERSEDED SURVEY CONTROL
 HD1495
 HD1495  NGVD 29 (10/05/93)  394.262  (m)         1293.51   (f) ADJUSTED    1 2
 HD1495
 HD1495.Superseded values are not recommended for survey control.
 HD1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1495.See file dsdata.txt to determine how the superseded data were derived.
 HD1495
 HD1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB578089(NAD 83)
 HD1495_MARKER: I = METAL ROD
 HD1495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1495_SP_SET: STAINLESS STEEL ROD
 HD1495_STAMPING: F 344 1989
 HD1495_MARK LOGO: NGS   
 HD1495_PROJECTION: FLUSH
 HD1495_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1495+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 HD1495_ROD/PIPE-DEPTH: 3.1  meters
 HD1495
 HD1495  HISTORY     - Date     Condition        Report By
 HD1495  HISTORY     - 1989     MONUMENTED       NGS
 HD1495  HISTORY     - 20010530 GOOD             MODNR
 HD1495
 HD1495                          STATION DESCRIPTION
 HD1495
 HD1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1495'IN REPUBLIC, AT THE INTERSECTION OF HINES STREET AND HAMPTON AVENUE,
 HD1495'86.2 M (282.8 FT) EAST OF THE CENTER OF THE AVENUE, 53.7 M (176.2 FT)
 HD1495'WEST OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO A BALL PARK, 8.6 M
 HD1495'(28.2 FT) NORTH OF A FENCE, 8.0 M (26.2 FT) SOUTH OF THE CENTER OF
 HD1495'THE STREET, AND 1.1 M (3.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS
 HD1495'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HD1495
 HD1495                          STATION RECOVERY (2001)
 HD1495
 HD1495'RECOVERY NOTE BY MO DEPT OF NAT RES 2001 (BDC)
 HD1495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1634 ***********************************************************************
 KE1634  DESIGNATION -  F 345
 KE1634  PID         -  KE1634
 KE1634  STATE/COUNTY-  MO/PLATTE
 KE1634  USGS QUAD   -  PLATTE CITY (1975)
 KE1634
 KE1634                         *CURRENT SURVEY CONTROL
 KE1634  ___________________________________________________________________
 KE1634* NAD 83(1986)-  39 16 26.     (N)    094 49 39.     (W)     SCALED    
 KE1634* NAVD 88     -       233.598  (meters)     766.40   (feet)  ADJUSTED  
 KE1634  ___________________________________________________________________
 KE1634  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KE1634  DYNAMIC HT  -         233.449 (meters)     765.91  (feet)  COMP
 KE1634  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 KE1634
 KE1634  VERT ORDER  -  FIRST     CLASS II
 KE1634
 KE1634.The horizontal coordinates were scaled from a topographic map and have
 KE1634.an estimated accuracy of +/- 6 seconds.
 KE1634
 KE1634.The orthometric height was determined by differential leveling
 KE1634.and adjusted by the National Geodetic Survey in June 1991..
 KE1634
 KE1634.The geoid height was determined by GEOID03.
 KE1634
 KE1634.The dynamic height is computed by dividing the NAVD 88
 KE1634.geopotential number by the normal gravity value computed on the
 KE1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1634.degrees latitude (g = 980.6199 gals.).
 KE1634
 KE1634.The modeled gravity was interpolated from observed gravity values.
 KE1634
 KE1634;                    North         East    Units  Estimated Accuracy
 KE1634;SPC MO W     -   344,910.      821,740.      MT  (+/- 180 meters Scaled)
 KE1634
 KE1634                          SUPERSEDED SURVEY CONTROL
 KE1634
 KE1634.No superseded survey control is available for this station.
 KE1634
 KE1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD423487(NAD 83)
 KE1634_MARKER: DV = VERTICAL CONTROL DISK
 KE1634_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1634_SP_SET: ABUTMENT
 KE1634_STAMPING: F 345 1989
 KE1634_MARK LOGO: NGS   
 KE1634_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 KE1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1634+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1634
 KE1634  HISTORY     - Date     Condition        Report By
 KE1634  HISTORY     - 1989     MONUMENTED       NGS
 KE1634  HISTORY     - 20050704 MARK NOT FOUND   GEOCAC
 KE1634
 KE1634                          STATION DESCRIPTION
 KE1634
 KE1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1634'0.8 KM (0.50 MI) SOUTHERLY ALONG STATE HIGHWAY 45 FROM ITS JUNCTION
 KE1634'WITH MAIN STREET IN FARLEY, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF
 KE1634'THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF A BURLINGTON
 KE1634'NORTHERN RAILROAD BRIDGE SPANNING THE PLATTE RIVER, 30.1 M (98.8 FT)
 KE1634'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.7 M (8.9 FT) NORTHEAST
 KE1634'OF THE NEAR RAIL, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACKS.
 KE1634
 KE1634                          STATION RECOVERY (2005)
 KE1634
 KE1634'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1634'THE ABUTMENT IS BURIED IN THE BALLAST SHOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1427 ***********************************************************************
 HD1427  DESIGNATION -  F 346
 HD1427  PID         -  HD1427
 HD1427  STATE/COUNTY-  MO/WRIGHT
 HD1427  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD1427
 HD1427                         *CURRENT SURVEY CONTROL
 HD1427  ___________________________________________________________________
 HD1427* NAD 83(1986)-  37 07 42.     (N)    092 20 06.     (W)     SCALED    
 HD1427* NAVD 88     -       414.677  (meters)    1360.49   (feet)  ADJUSTED  
 HD1427  ___________________________________________________________________
 HD1427  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 HD1427  DYNAMIC HT  -         414.333 (meters)    1359.36  (feet)  COMP
 HD1427  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 HD1427
 HD1427  VERT ORDER  -  FIRST     CLASS II
 HD1427
 HD1427.The horizontal coordinates were scaled from a topographic map and have
 HD1427.an estimated accuracy of +/- 6 seconds.
 HD1427
 HD1427.The orthometric height was determined by differential leveling
 HD1427.and adjusted by the National Geodetic Survey in June 1991..
 HD1427
 HD1427.The geoid height was determined by GEOID03.
 HD1427
 HD1427.The dynamic height is computed by dividing the NAVD 88
 HD1427.geopotential number by the normal gravity value computed on the
 HD1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1427.degrees latitude (g = 980.6199 gals.).
 HD1427
 HD1427.The modeled gravity was interpolated from observed gravity values.
 HD1427
 HD1427;                    North         East    Units  Estimated Accuracy
 HD1427;SPC MO C     -   143,710.      514,660.      MT  (+/- 180 meters Scaled)
 HD1427
 HD1427                          SUPERSEDED SURVEY CONTROL
 HD1427
 HD1427  NGVD 29 (10/05/93)  414.510  (m)         1359.94   (f) ADJUSTED    1 2
 HD1427
 HD1427.Superseded values are not recommended for survey control.
 HD1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1427.See file dsdata.txt to determine how the superseded data were derived.
 HD1427
 HD1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB590093(NAD 83)
 HD1427_MARKER: DV = VERTICAL CONTROL DISK
 HD1427_SETTING: 66 = SET IN ROCK OUTCROP
 HD1427_SP_SET: IN A DRILL HOLE IN BEDROCK
 HD1427_STAMPING: F 346 1989
 HD1427_MARK LOGO: NGS   
 HD1427_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1427+STABILITY: POSITION/ELEVATION WELL
 HD1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1427+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1427
 HD1427  HISTORY     - Date     Condition        Report By
 HD1427  HISTORY     - 1989     MONUMENTED       NGS
 HD1427
 HD1427                          STATION DESCRIPTION
 HD1427
 HD1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1427'3.0 KM (1.85 MI) WESTERLY ALONG U.S. HIGHWAY 60 BUSINESS FROM ITS
 HD1427'JUNCTION WITH STATE HIGHWAY 95 IN MOUNTAIN GROVE, IN AN EXPOSED AREA
 HD1427'OF BEDROCK IN A HIGHWAY CUT, 15.8 M (51.8 FT) NORTHEAST OF THE CENTER
 HD1427'OF A DRIVEWAY, 13.0 M (42.7 FT) EAST OF THE WEST END OF THE EXPOSED
 HD1427'BEDROCK, 8.6 M (28.2 FT) NORTH OF THE CENTER OF THE OLD HIGHWAY, 1.6
 HD1427'M (5.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF
 HD1427'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1451 ***********************************************************************
 HD1451  DESIGNATION -  F 347
 HD1451  PID         -  HD1451
 HD1451  STATE/COUNTY-  MO/WEBSTER
 HD1451  USGS QUAD   -  SEYMOUR (1982)
 HD1451
 HD1451                         *CURRENT SURVEY CONTROL
 HD1451  ___________________________________________________________________
 HD1451* NAD 83(1986)-  37 08 55.     (N)    092 46 00.     (W)     SCALED    
 HD1451* NAVD 88     -       505.191  (meters)    1657.45   (feet)  ADJUSTED  
 HD1451  ___________________________________________________________________
 HD1451  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HD1451  DYNAMIC HT  -         504.778 (meters)    1656.09  (feet)  COMP
 HD1451  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 HD1451
 HD1451  VERT ORDER  -  FIRST     CLASS II
 HD1451
 HD1451.The horizontal coordinates were scaled from a topographic map and have
 HD1451.an estimated accuracy of +/- 6 seconds.
 HD1451
 HD1451.The orthometric height was determined by differential leveling
 HD1451.and adjusted by the National Geodetic Survey in June 1991..
 HD1451
 HD1451.The geoid height was determined by GEOID03.
 HD1451
 HD1451.The dynamic height is computed by dividing the NAVD 88
 HD1451.geopotential number by the normal gravity value computed on the
 HD1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1451.degrees latitude (g = 980.6199 gals.).
 HD1451
 HD1451.The modeled gravity was interpolated from observed gravity values.
 HD1451
 HD1451;                    North         East    Units  Estimated Accuracy
 HD1451;SPC MO C     -   145,980.      476,310.      MT  (+/- 180 meters Scaled)
 HD1451
 HD1451                          SUPERSEDED SURVEY CONTROL
 HD1451
 HD1451  NGVD 29 (10/05/93)  505.029  (m)         1656.92   (f) ADJUSTED    1 2
 HD1451
 HD1451.Superseded values are not recommended for survey control.
 HD1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1451.See file dsdata.txt to determine how the superseded data were derived.
 HD1451
 HD1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB207113(NAD 83)
 HD1451_MARKER: DV = VERTICAL CONTROL DISK
 HD1451_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HD1451_SP_SET: BUILDING
 HD1451_STAMPING: F 347 1989
 HD1451_MARK LOGO: NGS   
 HD1451_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1451+STABILITY: POSITION/ELEVATION WELL
 HD1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1451+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1451
 HD1451  HISTORY     - Date     Condition        Report By
 HD1451  HISTORY     - 1989     MONUMENTED       NGS
 HD1451
 HD1451                          STATION DESCRIPTION
 HD1451
 HD1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1451'IN SEYMOUR, AT THE INTERSECTION OF CLINTON AVENUE AND CORDIA STREET,
 HD1451'SET VERTICALLY IN THE NORTH FACE OF THE SEYMOUR JUNIOR HIGH SCHOOL,
 HD1451'101.5 M (333.0 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 29.8 M
 HD1451'(97.8 FT) WEST OF THE CENTERLINE OF THE STREET, 1.85 M (6.1 FT) EAST
 HD1451'OF THE NORTHEAST CORNER OF THE BUILDING, AND 1.35 M (4.4 FT) ABOVE
 HD1451'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0959 ***********************************************************************
 GF0959  DESIGNATION -  F 348
 GF0959  PID         -  GF0959
 GF0959  STATE/COUNTY-  MO/BARRY
 GF0959  USGS QUAD   -  VERONA (1972)
 GF0959
 GF0959                         *CURRENT SURVEY CONTROL
 GF0959  ___________________________________________________________________
 GF0959* NAD 83(1986)-  36 55 38.     (N)    093 50 33.     (W)     SCALED    
 GF0959* NAVD 88     -       444.962  (meters)    1459.85   (feet)  ADJUSTED  
 GF0959  ___________________________________________________________________
 GF0959  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GF0959  DYNAMIC HT  -         444.587 (meters)    1458.62  (feet)  COMP
 GF0959  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GF0959
 GF0959  VERT ORDER  -  FIRST     CLASS II
 GF0959
 GF0959.The horizontal coordinates were scaled from a topographic map and have
 GF0959.an estimated accuracy of +/- 6 seconds.
 GF0959
 GF0959.The orthometric height was determined by differential leveling
 GF0959.and adjusted by the National Geodetic Survey in June 1991..
 GF0959
 GF0959.The geoid height was determined by GEOID03.
 GF0959
 GF0959.The dynamic height is computed by dividing the NAVD 88
 GF0959.geopotential number by the normal gravity value computed on the
 GF0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0959.degrees latitude (g = 980.6199 gals.).
 GF0959
 GF0959.The modeled gravity was interpolated from observed gravity values.
 GF0959
 GF0959;                    North         East    Units  Estimated Accuracy
 GF0959;SPC MO W     -    84,600.      908,580.      MT  (+/- 180 meters Scaled)
 GF0959
 GF0959                          SUPERSEDED SURVEY CONTROL
 GF0959
 GF0959  NGVD 29 (10/05/93)  444.797  (m)         1459.30   (f) ADJUSTED    1 2
 GF0959
 GF0959.Superseded values are not recommended for survey control.
 GF0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0959.See file dsdata.txt to determine how the superseded data were derived.
 GF0959
 GF0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA249871(NAD 83)
 GF0959_MARKER: I = METAL ROD
 GF0959_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GF0959+WITH SETTING: INFORMATION.
 GF0959_SP_SET: METAL ROD DRIVEN INTO GROUND
 GF0959_STAMPING: F 348 1989
 GF0959_MARK LOGO: NGS   
 GF0959_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0959+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0959
 GF0959  HISTORY     - Date     Condition        Report By
 GF0959  HISTORY     - 1989     MONUMENTED       NGS
 GF0959
 GF0959                          STATION DESCRIPTION
 GF0959
 GF0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0959'7.3 KM (4.55 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 GF0959'WITH KYLER STREET IN MONETT, A METAL ROD DRIVEN TO REFUSAL AT 1.1 M
 GF0959'AND FLUSH WITH GROUND, 82.3 M (270.0 FT) SOUTH OF THE CENTERLINE OF
 GF0959'THE HIGHWAY, 20.8 M (68.2 FT) WEST OF A T-FENCE CORNER, 1.7 M (5.6
 GF0959'FT) NORTH OF A WITNESS POST AND FENCE, 1.6 M (5.2 FT) EAST OF A
 GF0959'UTILITY POLE, AND LEVEL WITH THE HIGHWAY SURFACE.  NOTE--ACCESS TO
 GF0959'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0979 ***********************************************************************
 GF0979  DESIGNATION -  F 349
 GF0979  PID         -  GF0979
 GF0979  STATE/COUNTY-  MO/BARRY
 GF0979  USGS QUAD   -  SELIGMAN (1974)
 GF0979
 GF0979                         *CURRENT SURVEY CONTROL
 GF0979  ___________________________________________________________________
 GF0979* NAD 83(1986)-  36 35 17.     (N)    093 57 10.     (W)     SCALED    
 GF0979* NAVD 88     -       458.536  (meters)    1504.38   (feet)  ADJUSTED  
 GF0979  ___________________________________________________________________
 GF0979  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GF0979  DYNAMIC HT  -         458.134 (meters)    1503.06  (feet)  COMP
 GF0979  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 GF0979
 GF0979  VERT ORDER  -  FIRST     CLASS II
 GF0979
 GF0979.The horizontal coordinates were scaled from a topographic map and have
 GF0979.an estimated accuracy of +/- 6 seconds.
 GF0979
 GF0979.The orthometric height was determined by differential leveling
 GF0979.and adjusted by the National Geodetic Survey in June 1991..
 GF0979
 GF0979.The geoid height was determined by GEOID03.
 GF0979
 GF0979.The dynamic height is computed by dividing the NAVD 88
 GF0979.geopotential number by the normal gravity value computed on the
 GF0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0979.degrees latitude (g = 980.6199 gals.).
 GF0979
 GF0979.The modeled gravity was interpolated from observed gravity values.
 GF0979
 GF0979;                    North         East    Units  Estimated Accuracy
 GF0979;SPC MO W     -    46,900.      898,970.      MT  (+/- 180 meters Scaled)
 GF0979
 GF0979                          SUPERSEDED SURVEY CONTROL
 GF0979
 GF0979  NGVD 29 (10/05/93)  458.372  (m)         1503.84   (f) ADJUSTED    1 2
 GF0979
 GF0979.Superseded values are not recommended for survey control.
 GF0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0979.See file dsdata.txt to determine how the superseded data were derived.
 GF0979
 GF0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA147495(NAD 83)
 GF0979_MARKER: I = METAL ROD
 GF0979_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GF0979+WITH SETTING: INFORMATION.
 GF0979_SP_SET: METAL ROD DRIVEN INTO GROUND
 GF0979_STAMPING: F 349 1989
 GF0979_MARK LOGO: NGS   
 GF0979_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0979+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002
 GF0979
 GF0979  HISTORY     - Date     Condition        Report By
 GF0979  HISTORY     - 1989     MONUMENTED       NGS
 GF0979  HISTORY     - 20021101 GOOD             GEOCAC
 GF0979
 GF0979                          STATION DESCRIPTION
 GF0979
 GF0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0979'0.2 KM (0.10 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 GF0979'WITH STATE HIGHWAY 90 IN WASHBURN, A METAL ROD DRIVEN TO REFUSAL AT
 GF0979'0.8 M AND FLUSH WITH GROUND, 22.3 M (73.2 FT) NORTHWEST OF THE
 GF0979'NORTHWEST CORNER OF A BRICK TELEPHONE BUILDING, 8.2 M (26.9 FT) EAST
 GF0979'OF THE CENTERLINE OF THE HIGHWAY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 GF0979'THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A CONCRETE CURB.
 GF0979'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GF0979
 GF0979                          STATION RECOVERY (2002)
 GF0979
 GF0979'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1305 ***********************************************************************
 JD1305  DESIGNATION -  F 35
 JD1305  PID         -  JD1305
 JD1305  STATE/COUNTY-  MO/BENTON
 JD1305  USGS QUAD   -  FRISTOE (1982)
 JD1305
 JD1305                         *CURRENT SURVEY CONTROL
 JD1305  ___________________________________________________________________
 JD1305* NAD 83(1986)-  38 06 46.     (N)    093 16 34.     (W)     SCALED    
 JD1305* NAVD 88     -       287.896  (meters)     944.54   (feet)  ADJUSTED  
 JD1305  ___________________________________________________________________
 JD1305  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JD1305  DYNAMIC HT  -         287.688 (meters)     943.86  (feet)  COMP
 JD1305  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 JD1305
 JD1305  VERT ORDER  -  SECOND    CLASS 0
 JD1305
 JD1305.The horizontal coordinates were scaled from a topographic map and have
 JD1305.an estimated accuracy of +/- 6 seconds.
 JD1305
 JD1305.The orthometric height was determined by differential leveling
 JD1305.and adjusted by the National Geodetic Survey in June 1991..
 JD1305
 JD1305.The geoid height was determined by GEOID03.
 JD1305
 JD1305.The dynamic height is computed by dividing the NAVD 88
 JD1305.geopotential number by the normal gravity value computed on the
 JD1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1305.degrees latitude (g = 980.6199 gals.).
 JD1305
 JD1305.The modeled gravity was interpolated from observed gravity values.
 JD1305
 JD1305;                    North         East    Units  Estimated Accuracy
 JD1305;SPC MO C     -   253,230.      431,940.      MT  (+/- 180 meters Scaled)
 JD1305
 JD1305                          SUPERSEDED SURVEY CONTROL
 JD1305
 JD1305  NGVD 29 (??/??/92)  287.779  (m)          944.15   (f) ADJ UNCH    2 0
 JD1305
 JD1305.Superseded values are not recommended for survey control.
 JD1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1305.See file dsdata.txt to determine how the superseded data were derived.
 JD1305
 JD1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC757183(NAD 83)
 JD1305_MARKER: DB = BENCH MARK DISK
 JD1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1305_STAMPING: F 35 1934
 JD1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1305+STABILITY: SURFACE MOTION
 JD1305
 JD1305  HISTORY     - Date     Condition        Report By
 JD1305  HISTORY     - 1934     MONUMENTED       CGS
 JD1305
 JD1305                          STATION DESCRIPTION
 JD1305
 JD1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JD1305'AT FRISTOE.
 JD1305'AT FRISTOE, BENTON COUNTY, ON U.S. HIGHWAY 65, AT THE SOUTH
 JD1305'EDGE OF TOWN, 48 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 JD1305'A SCHOOLHOUSE, 85 FEET SOUTH OF THE SOUTH HEADWALL OF A CULVERT
 JD1305'UNDER THE ENTRANCE TO THE SCHOOLYARD, AND 39 FEET EAST OF THE
 JD1305'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 35 1934
 JD1305'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1127 ***********************************************************************
 GE1127  DESIGNATION -  F 350
 GE1127  PID         -  GE1127
 GE1127  STATE/COUNTY-  MO/HOWELL
 GE1127  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE1127
 GE1127                         *CURRENT SURVEY CONTROL
 GE1127  ___________________________________________________________________
 GE1127* NAD 83(1986)-  36 55 42.     (N)    091 56 01.     (W)     SCALED    
 GE1127* NAVD 88     -       390.114  (meters)    1279.90   (feet)  ADJUSTED  
 GE1127  ___________________________________________________________________
 GE1127  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GE1127  DYNAMIC HT  -         389.785 (meters)    1278.82  (feet)  COMP
 GE1127  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 GE1127
 GE1127  VERT ORDER  -  FIRST     CLASS II
 GE1127
 GE1127.The horizontal coordinates were scaled from a topographic map and have
 GE1127.an estimated accuracy of +/- 6 seconds.
 GE1127
 GE1127.The orthometric height was determined by differential leveling
 GE1127.and adjusted by the National Geodetic Survey in June 1991..
 GE1127
 GE1127.The geoid height was determined by GEOID03.
 GE1127
 GE1127.The dynamic height is computed by dividing the NAVD 88
 GE1127.geopotential number by the normal gravity value computed on the
 GE1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1127.degrees latitude (g = 980.6199 gals.).
 GE1127
 GE1127.The modeled gravity was interpolated from observed gravity values.
 GE1127
 GE1127;                    North         East    Units  Estimated Accuracy
 GE1127;SPC MO C     -   121,650.      550,460.      MT  (+/- 180 meters Scaled)
 GE1127
 GE1127                          SUPERSEDED SURVEY CONTROL
 GE1127
 GE1127  NGVD 29 (10/05/93)  389.947  (m)         1279.35   (f) ADJUSTED    1 2
 GE1127
 GE1127.Superseded values are not recommended for survey control.
 GE1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1127.See file dsdata.txt to determine how the superseded data were derived.
 GE1127
 GE1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA949874(NAD 83)
 GE1127_MARKER: I = METAL ROD
 GE1127_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1127+WITH SETTING: INFORMATION.
 GE1127_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1127_STAMPING: F 350 1990
 GE1127_MARK LOGO: NGS   
 GE1127_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1127+SATELLITE: SATELLITE OBSERVATIONS - December 23, 1997
 GE1127
 GE1127  HISTORY     - Date     Condition        Report By
 GE1127  HISTORY     - 1990     MONUMENTED       NGS
 GE1127  HISTORY     - 19971223 GOOD             MODNR
 GE1127  HISTORY     - 19990927 MARK NOT FOUND   MODNR
 GE1127
 GE1127                          STATION DESCRIPTION
 GE1127
 GE1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1127'8.7 KM (5.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1127'STATE HIGHWAY 137 IN WILLOW SPRINGS, 20.7 M (67.9 FT) WEST OF THE
 GE1127'HIGHWAY CENTERLINE, 1.6 M (5.2 FT) NORTH OF A UTILITY POLE, 0.4 M
 GE1127'(1.3 FT) EAST OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL
 GE1127'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GE1127'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 0.7 METERS
 GE1127'AND PROJECTS .09 CM.
 GE1127
 GE1127                          STATION RECOVERY (1997)
 GE1127
 GE1127'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (BDC)
 GE1127'RECOVERED IN GOOD CONDITION.
 GE1127
 GE1127                          STATION RECOVERY (1999)
 GE1127
 GE1127'RECOVERY NOTE BY MO DEPT OF NAT RES 1999 (BDC)
 GE1127'BENCH MARK DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1151 ***********************************************************************
 GE1151  DESIGNATION -  F 351
 GE1151  PID         -  GE1151
 GE1151  STATE/COUNTY-  MO/HOWELL
 GE1151  USGS QUAD   -  BRANDSVILLE (1986)
 GE1151
 GE1151                         *CURRENT SURVEY CONTROL
 GE1151  ___________________________________________________________________
 GE1151* NAD 83(1986)-  36 39 25.     (N)    091 42 05.     (W)     SCALED    
 GE1151* NAVD 88     -       284.973  (meters)     934.95   (feet)  ADJUSTED  
 GE1151  ___________________________________________________________________
 GE1151  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GE1151  DYNAMIC HT  -         284.736 (meters)     934.17  (feet)  COMP
 GE1151  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 GE1151
 GE1151  VERT ORDER  -  FIRST     CLASS II
 GE1151
 GE1151.The horizontal coordinates were scaled from a topographic map and have
 GE1151.an estimated accuracy of +/- 6 seconds.
 GE1151
 GE1151.The orthometric height was determined by differential leveling
 GE1151.and adjusted by the National Geodetic Survey in June 1991..
 GE1151
 GE1151.The geoid height was determined by GEOID03.
 GE1151
 GE1151.The dynamic height is computed by dividing the NAVD 88
 GE1151.geopotential number by the normal gravity value computed on the
 GE1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1151.degrees latitude (g = 980.6199 gals.).
 GE1151
 GE1151.The modeled gravity was interpolated from observed gravity values.
 GE1151
 GE1151;                    North         East    Units  Estimated Accuracy
 GE1151;SPC MO C     -    91,680.      571,400.      MT  (+/- 180 meters Scaled)
 GE1151
 GE1151                          SUPERSEDED SURVEY CONTROL
 GE1151
 GE1151  NGVD 29 (10/05/93)  284.829  (m)          934.48   (f) ADJUSTED    1 2
 GE1151
 GE1151.Superseded values are not recommended for survey control.
 GE1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1151.See file dsdata.txt to determine how the superseded data were derived.
 GE1151
 GE1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA160576(NAD 83)
 GE1151_MARKER: I = METAL ROD
 GE1151_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1151+WITH SETTING: INFORMATION.
 GE1151_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1151_STAMPING: F 351 1990
 GE1151_MARK LOGO: NGS   
 GE1151_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1151+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 GE1151
 GE1151  HISTORY     - Date     Condition        Report By
 GE1151  HISTORY     - 1990     MONUMENTED       NGS
 GE1151  HISTORY     - 20060207 GOOD             MODNR
 GE1151
 GE1151                          STATION DESCRIPTION
 GE1151
 GE1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1151'1.1 KM (0.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 63 FROM THE
 GE1151'JUNCTION OF STATE HIGHWAY VV IN BRANDSVILLE, 1.1 KM (0.7 MI) SOUTH OF
 GE1151'THE INTERSECTION OF COUNTY ROAD 969, 18.7 M (61.4 FT) SOUTHWEST OF
 GE1151'AND LEVEL WITH THE HIGHWAY CENTERLINE, 13.9 M (45.6 FT) NORTHWEST OF
 GE1151'THE CENTER OF A DRIVEWAY, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS
 GE1151'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GE1151'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 1.8 METERS
 GE1151'AND PROJECTS .05 CM.
 GE1151
 GE1151                          STATION RECOVERY (2006)
 GE1151
 GE1151'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1151'THE AUTONOMOUS HAD HELD POSITIONS IS LAT 36 39 25.0 LONG 91 42 04.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0905 ***********************************************************************
 JC0905  DESIGNATION -  F 36
 JC0905  PID         -  JC0905
 JC0905  STATE/COUNTY-  MO/MARIES
 JC0905  USGS QUAD   -  PAYDOWN (1981)
 JC0905
 JC0905                         *CURRENT SURVEY CONTROL
 JC0905  ___________________________________________________________________
 JC0905* NAD 83(1986)-  38 08 04.     (N)    091 51 00.     (W)     SCALED    
 JC0905* NAVD 88     -       275.683  (meters)     904.47   (feet)  ADJUSTED  
 JC0905  ___________________________________________________________________
 JC0905  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JC0905  DYNAMIC HT  -         275.488 (meters)     903.83  (feet)  COMP
 JC0905  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 JC0905
 JC0905  VERT ORDER  -  FIRST     CLASS II
 JC0905
 JC0905.The horizontal coordinates were scaled from a topographic map and have
 JC0905.an estimated accuracy of +/- 6 seconds.
 JC0905
 JC0905.The orthometric height was determined by differential leveling
 JC0905.and adjusted by the National Geodetic Survey in June 1991..
 JC0905.WARNING-Repeat measurements at this control monument indicate possible
 JC0905.vertical movement.
 JC0905
 JC0905.The geoid height was determined by GEOID03.
 JC0905
 JC0905.The dynamic height is computed by dividing the NAVD 88
 JC0905.geopotential number by the normal gravity value computed on the
 JC0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0905.degrees latitude (g = 980.6199 gals.).
 JC0905
 JC0905.The modeled gravity was interpolated from observed gravity values.
 JC0905
 JC0905;                    North         East    Units  Estimated Accuracy
 JC0905;SPC MO C     -   255,550.      556,980.      MT  (+/- 180 meters Scaled)
 JC0905
 JC0905                          SUPERSEDED SURVEY CONTROL
 JC0905
 JC0905  NGVD 29 (10/05/93)  275.656  (m)          904.38   (f) ADJUSTED    1 2
 JC0905
 JC0905.Superseded values are not recommended for survey control.
 JC0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0905.See file dsdata.txt to determine how the superseded data were derived.
 JC0905
 JC0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC007213(NAD 83)
 JC0905_MARKER: DB = BENCH MARK DISK
 JC0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0905_SP_SET: CONCRETE POST
 JC0905_STAMPING: F 36 1934
 JC0905_MARK LOGO: CGS   
 JC0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0905+STABILITY: SURFACE MOTION
 JC0905
 JC0905  HISTORY     - Date     Condition        Report By
 JC0905  HISTORY     - 1934     MONUMENTED       CGS
 JC0905  HISTORY     - 1950     GOOD             NGS
 JC0905  HISTORY     - 19890718 GOOD             NGS
 JC0905
 JC0905                          STATION DESCRIPTION
 JC0905
 JC0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0905'6.2 MI NW FROM VICHY.
 JC0905'6.2 MILES NORTHWEST ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT
 JC0905'VICHY, ON THE OUTSIDE OF A LONG CURVE, AT A JUNCTION WITH A SIDE
 JC0905'ROAD LEADING SOUTH, 72 FEET SOUTHWEST OF TELEPHONE POLE 1218, 29
 JC0905'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET WEST OF THE
 JC0905'CENTER LINE OF THE SIDE ROAD, 2.9 FEET NORTH OF A 14-INCH OAK
 JC0905'TREE WITH A TRIANGULAR BLAZE, 1.8 FEET EAST OF A REFERENCE POST,
 JC0905'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 JC0905'THE GROUND.
 JC0905
 JC0905                          STATION RECOVERY (1989)
 JC0905
 JC0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0905'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.0 KM
 JC0905'(7.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 JC0905'STATE HIGHWAY 42 IN VIENNA, THENCE 0.9 KM (0.55 MI) NORTHEASTERLY
 JC0905'ALONG A PAVED ROAD, THENCE 0.2 KM (0.1 MI) EASTERLY ALONG OLD U.S.
 JC0905'HIGHWAY 63, 8.8 M (28.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JC0905'4.0 M (13.1 FT) NORTH OF THE CENTER OF A DIRT ROAD, 0.5 M (1.6 FT)
 JC0905'BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS
 JC0905'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0148 ***********************************************************************
 JD0148  DESIGNATION -  F 37
 JD0148  PID         -  JD0148
 JD0148  STATE/COUNTY-  MO/COLE
 JD0148  USGS QUAD   -  OSAGE CITY (1981)
 JD0148
 JD0148                         *CURRENT SURVEY CONTROL
 JD0148  ___________________________________________________________________
 JD0148* NAD 83(1986)-  38 33 08.     (N)    092 01 41.     (W)     SCALED    
 JD0148* NAVD 88     -       168.091  (meters)     551.48   (feet)  ADJUSTED  
 JD0148  ___________________________________________________________________
 JD0148  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JD0148  DYNAMIC HT  -         167.977 (meters)     551.10  (feet)  COMP
 JD0148  MODELED GRAV-     979,949.3   (mgal)                       NAVD 88
 JD0148
 JD0148  VERT ORDER  -  FIRST     CLASS II
 JD0148
 JD0148.The horizontal coordinates were scaled from a topographic map and have
 JD0148.an estimated accuracy of +/- 6 seconds.
 JD0148
 JD0148.The orthometric height was determined by differential leveling
 JD0148.and adjusted by the National Geodetic Survey in June 1991..
 JD0148.WARNING-Repeat measurements at this control monument indicate possible
 JD0148.vertical movement.
 JD0148
 JD0148.The geoid height was determined by GEOID03.
 JD0148
 JD0148.The dynamic height is computed by dividing the NAVD 88
 JD0148.geopotential number by the normal gravity value computed on the
 JD0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0148.degrees latitude (g = 980.6199 gals.).
 JD0148
 JD0148.The modeled gravity was interpolated from observed gravity values.
 JD0148
 JD0148;                    North         East    Units  Estimated Accuracy
 JD0148;SPC MO C     -   301,830.      541,140.      MT  (+/- 180 meters Scaled)
 JD0148
 JD0148                          SUPERSEDED SURVEY CONTROL
 JD0148
 JD0148  NGVD 29 (??/??/92)  168.066  (m)          551.40   (f) ADJ UNCH    1 2
 JD0148
 JD0148.Superseded values are not recommended for survey control.
 JD0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0148.See file dsdata.txt to determine how the superseded data were derived.
 JD0148
 JD0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC846675(NAD 83)
 JD0148_MARKER: DB = BENCH MARK DISK
 JD0148_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JD0148_SP_SET: BRIDGE ABUTMENT
 JD0148_STAMPING: F 37 1934
 JD0148_MARK LOGO: CGS   
 JD0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0148
 JD0148  HISTORY     - Date     Condition        Report By
 JD0148  HISTORY     - 1934     MONUMENTED       CGS
 JD0148  HISTORY     - 1946     GOOD             NGS
 JD0148  HISTORY     - 1986     GOOD             NGS
 JD0148
 JD0148                          STATION DESCRIPTION
 JD0148
 JD0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0148'NEAR OSAGE CITY.
 JD0148'AT OSAGE CITY, IN THE EAST SIDE OF TOWN, ON THE MISSOURI AND
 JD0148'PACIFIC RAILROAD, AT THE BRIDGE OVER OSAGE RIVER, IN THE TOP OF
 JD0148'THE SOUTH END OF THE WEST CONCRETE ABUTMENT, AND 4 FEET SOUTH OF
 JD0148'THE SOUTH RAIL OF THE TRACK.  A STANDARD DISK, STAMPED F 37 1934.
 JD0148
 JD0148                          STATION RECOVERY (1986)
 JD0148
 JD0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0148'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JD0148'NEW TO REACH FOLLOWS.  11.2 KM (6.95 MI) EASTERLY ALONG U.S. HIGHWAY
 JD0148'50 FROM ITS JUNCTION WITH U.S. HIGHWAY 54 IN JEFFERSON CITY, THENCE
 JD0148'1.2 KM (0.75 MI) NORTH ALONG ALGOA ROAD, THENCE 3.4 KM (2.1 MI)
 JD0148'EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0572 ***********************************************************************
 GF0572  DESIGNATION -  F 4
 GF0572  PID         -  GF0572
 GF0572  STATE/COUNTY-  MO/LAWRENCE
 GF0572  USGS QUAD   -  VERONA (1972)
 GF0572
 GF0572                         *CURRENT SURVEY CONTROL
 GF0572  ___________________________________________________________________
 GF0572* NAD 83(1986)-  36 56 04.     (N)    093 49 37.     (W)     SCALED    
 GF0572* NAVD 88     -       419.088  (meters)    1374.96   (feet)  ADJUSTED  
 GF0572  ___________________________________________________________________
 GF0572  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GF0572  DYNAMIC HT  -         418.735 (meters)    1373.80  (feet)  COMP
 GF0572  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GF0572
 GF0572  VERT ORDER  -  FIRST     CLASS II
 GF0572
 GF0572.The horizontal coordinates were scaled from a topographic map and have
 GF0572.an estimated accuracy of +/- 6 seconds.
 GF0572
 GF0572.The orthometric height was determined by differential leveling
 GF0572.and adjusted by the National Geodetic Survey in June 1991..
 GF0572
 GF0572.The geoid height was determined by GEOID03.
 GF0572
 GF0572.The dynamic height is computed by dividing the NAVD 88
 GF0572.geopotential number by the normal gravity value computed on the
 GF0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0572.degrees latitude (g = 980.6199 gals.).
 GF0572
 GF0572.The modeled gravity was interpolated from observed gravity values.
 GF0572
 GF0572;                    North         East    Units  Estimated Accuracy
 GF0572;SPC MO W     -    85,410.      909,960.      MT  (+/- 180 meters Scaled)
 GF0572
 GF0572                          SUPERSEDED SURVEY CONTROL
 GF0572
 GF0572  NGVD 29 (??/??/92)  418.915  (m)         1374.39   (f) ADJ UNCH    1 2
 GF0572
 GF0572.Superseded values are not recommended for survey control.
 GF0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0572.See file dsdata.txt to determine how the superseded data were derived.
 GF0572
 GF0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA263879(NAD 83)
 GF0572_MARKER: DB = BENCH MARK DISK
 GF0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0572_STAMPING: 1374.390 F 4 1928
 GF0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0572+STABILITY: SURFACE MOTION
 GF0572
 GF0572  HISTORY     - Date     Condition        Report By
 GF0572  HISTORY     - 1928     MONUMENTED       CGS
 GF0572  HISTORY     - 1934     GOOD             NGS
 GF0572  HISTORY     - 19891024 MARK NOT FOUND   NGS
 GF0572
 GF0572                          STATION DESCRIPTION
 GF0572
 GF0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0572'2.8 MI SW FROM VERONA.
 GF0572'2-3/4 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GF0572'FROM VERONA, LAWRENCE COUNTY, AT THE CROSSING OF A NORTH-AND-SOUTH
 GF0572'SECTION-LINE ROAD, 63 FEET NORTHEAST OF THE CENTER OF THE
 GF0572'CROSSING, 32.4 FEET NORTHEAST OF A 6-INCH IRON-PIPE BEARING THE
 GF0572'RAILROAD CROSSING SIGN, 43 FEET NORTH OF THE CENTERLINE OF
 GF0572'THE TRACK, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, OPPOSITE
 GF0572'POLE 276-23, AND 6 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 GF0572'A STANDARD DISK, STAMPED 1374.390 F 4 1928 AND SET IN THE TOP
 GF0572'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 GF0572
 GF0572                          STATION RECOVERY (1989)
 GF0572
 GF0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0572'NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1374 ***********************************************************************
 JD1374  DESIGNATION -  F 4 B 1
 JD1374  PID         -  JD1374
 JD1374  STATE/COUNTY-  MO/BENTON
 JD1374  USGS QUAD   -  IONIA (1973)
 JD1374
 JD1374                         *CURRENT SURVEY CONTROL
 JD1374  ___________________________________________________________________
 JD1374* NAD 83(1986)-  38 30 04.     (N)    093 17 24.     (W)     SCALED    
 JD1374* NAVD 88     -       314.696  (meters)    1032.47   (feet)  ADJUSTED  
 JD1374  ___________________________________________________________________
 JD1374  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD1374  DYNAMIC HT  -         314.473 (meters)    1031.73  (feet)  COMP
 JD1374  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 JD1374
 JD1374  VERT ORDER  -  SECOND    CLASS 0
 JD1374
 JD1374.The horizontal coordinates were scaled from a topographic map and have
 JD1374.an estimated accuracy of +/- 6 seconds.
 JD1374
 JD1374.The orthometric height was determined by differential leveling
 JD1374.and adjusted by the National Geodetic Survey in June 1991..
 JD1374
 JD1374.The geoid height was determined by GEOID03.
 JD1374
 JD1374.The dynamic height is computed by dividing the NAVD 88
 JD1374.geopotential number by the normal gravity value computed on the
 JD1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1374.degrees latitude (g = 980.6199 gals.).
 JD1374
 JD1374.The modeled gravity was interpolated from observed gravity values.
 JD1374
 JD1374;                    North         East    Units  Estimated Accuracy
 JD1374;SPC MO C     -   296,350.      431,090.      MT  (+/- 180 meters Scaled)
 JD1374
 JD1374                          SUPERSEDED SURVEY CONTROL
 JD1374
 JD1374  NGVD 29 (??/??/92)  314.57   (m)         1032.1    (f) COMPUTED    2 0
 JD1374
 JD1374.Superseded values are not recommended for survey control.
 JD1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1374.See file dsdata.txt to determine how the superseded data were derived.
 JD1374
 JD1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC747614(NAD 83)
 JD1374_MARKER: DZ = AZIMUTH MARK DISK
 JD1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1374_STAMPING: F4 B1
 JD1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1374+STABILITY: SURFACE MOTION
 JD1374
 JD1374  HISTORY     - Date     Condition        Report By
 JD1374  HISTORY     - UNK      MONUMENTED       DOD
 JD1374  HISTORY     - 1963     GOOD             NGS
 JD1374
 JD1374                          STATION DESCRIPTION
 JD1374
 JD1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1374'2.5 MI NE FROM IONIA.
 JD1374'ABOUT 1.9 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1374'RAILWAY FROM THE STATION AT IONIA, THENCE 0.1 MILE NORTH ALONG A
 JD1374'PRIVATE ROAD, THENCE 0.15 MILE WEST ALONG A PAVED ROAD, THENCE
 JD1374'0.25 MILE NORTH ALONG A GRAVELED ROAD TO A PRIVATE DRIVEWAY OF
 JD1374'THE ARNETTS FARM, THENCE 0.1 MILE EAST TO THE FARMHOUSE, THENCE 150
 JD1374'YARDS SOUTH ACROSS COUNTRY FROM THE SOUTHWEST CORNER OF THE CORN
 JD1374'DRYER, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JD1374'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JD1374'CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1377 ***********************************************************************
 JD1377  DESIGNATION -  F 4 B 2
 JD1377  PID         -  JD1377
 JD1377  STATE/COUNTY-  MO/BENTON
 JD1377  USGS QUAD   -  LINCOLN (1961)
 JD1377
 JD1377                         *CURRENT SURVEY CONTROL
 JD1377  ___________________________________________________________________
 JD1377* NAD 83(1986)-  38 29 59.     (N)    093 17 07.     (W)     SCALED    
 JD1377* NAVD 88     -       315.185  (meters)    1034.07   (feet)  ADJUSTED  
 JD1377  ___________________________________________________________________
 JD1377  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD1377  DYNAMIC HT  -         314.963 (meters)    1033.34  (feet)  COMP
 JD1377  MODELED GRAV-     979,914.4   (mgal)                       NAVD 88
 JD1377
 JD1377  VERT ORDER  -  SECOND    CLASS 0
 JD1377
 JD1377.The horizontal coordinates were scaled from a topographic map and have
 JD1377.an estimated accuracy of +/- 6 seconds.
 JD1377
 JD1377.The orthometric height was determined by differential leveling
 JD1377.and adjusted by the National Geodetic Survey in June 1991..
 JD1377
 JD1377.The geoid height was determined by GEOID03.
 JD1377
 JD1377.The dynamic height is computed by dividing the NAVD 88
 JD1377.geopotential number by the normal gravity value computed on the
 JD1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1377.degrees latitude (g = 980.6199 gals.).
 JD1377
 JD1377.The modeled gravity was interpolated from observed gravity values.
 JD1377
 JD1377;                    North         East    Units  Estimated Accuracy
 JD1377;SPC MO C     -   296,190.      431,500.      MT  (+/- 180 meters Scaled)
 JD1377
 JD1377                          SUPERSEDED SURVEY CONTROL
 JD1377
 JD1377  NGVD 29 (??/??/92)  315.06   (m)         1033.7    (f) COMPUTED    2 0
 JD1377
 JD1377.Superseded values are not recommended for survey control.
 JD1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1377.See file dsdata.txt to determine how the superseded data were derived.
 JD1377
 JD1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC751613(NAD 83)
 JD1377_MARKER: DZ = AZIMUTH MARK DISK
 JD1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1377_STAMPING: F4 B2
 JD1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1377+STABILITY: SURFACE MOTION
 JD1377
 JD1377  HISTORY     - Date     Condition        Report By
 JD1377  HISTORY     - UNK      MONUMENTED       DOD
 JD1377  HISTORY     - 1963     GOOD             NGS
 JD1377
 JD1377                          STATION DESCRIPTION
 JD1377
 JD1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1377'2.4 MI E FROM IONIA.
 JD1377'ABOUT 1.9 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1377'RAILWAY FROM THE STATION AT IONIA, THENCE 0.1 MILE NORTH ALONG A
 JD1377'PRIVATE ROAD, THENCE 0.35 MILE EAST ALONG A PAVED ROAD, THENCE 0.1
 JD1377'MILE NORTH ACROSS COUNTRY, AND THE TOP SURFACE OVER THE CENTER
 JD1377'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP
 JD1377'OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1376 ***********************************************************************
 JD1376  DESIGNATION -  F 4 Z
 JD1376  PID         -  JD1376
 JD1376  STATE/COUNTY-  MO/BENTON
 JD1376  USGS QUAD   -  LINCOLN (1961)
 JD1376
 JD1376                         *CURRENT SURVEY CONTROL
 JD1376  ___________________________________________________________________
 JD1376* NAD 83(1986)-  38 29 52.     (N)    093 17 24.     (W)     SCALED    
 JD1376* NAVD 88     -       305.074  (meters)    1000.90   (feet)  ADJUSTED  
 JD1376  ___________________________________________________________________
 JD1376  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD1376  DYNAMIC HT  -         304.859 (meters)    1000.19  (feet)  COMP
 JD1376  MODELED GRAV-     979,914.6   (mgal)                       NAVD 88
 JD1376
 JD1376  VERT ORDER  -  SECOND    CLASS 0
 JD1376
 JD1376.The horizontal coordinates were scaled from a topographic map and have
 JD1376.an estimated accuracy of +/- 6 seconds.
 JD1376
 JD1376.The orthometric height was determined by differential leveling
 JD1376.and adjusted by the National Geodetic Survey in June 1991..
 JD1376
 JD1376.The geoid height was determined by GEOID03.
 JD1376
 JD1376.The dynamic height is computed by dividing the NAVD 88
 JD1376.geopotential number by the normal gravity value computed on the
 JD1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1376.degrees latitude (g = 980.6199 gals.).
 JD1376
 JD1376.The modeled gravity was interpolated from observed gravity values.
 JD1376
 JD1376;                    North         East    Units  Estimated Accuracy
 JD1376;SPC MO C     -   295,980.      431,090.      MT  (+/- 180 meters Scaled)
 JD1376
 JD1376                          SUPERSEDED SURVEY CONTROL
 JD1376
 JD1376  NGVD 29 (??/??/92)  304.95   (m)         1000.5    (f) COMPUTED    2 0
 JD1376
 JD1376.Superseded values are not recommended for survey control.
 JD1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1376.See file dsdata.txt to determine how the superseded data were derived.
 JD1376
 JD1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC747610(NAD 83)
 JD1376_MARKER: DB = BENCH MARK DISK
 JD1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1376_STAMPING: F 4 Z 1963
 JD1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1376+STABILITY: SURFACE MOTION
 JD1376
 JD1376  HISTORY     - Date     Condition        Report By
 JD1376  HISTORY     - 1963     MONUMENTED       CGS
 JD1376
 JD1376                          STATION DESCRIPTION
 JD1376
 JD1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1376'1.9 MI E FROM IONIA.
 JD1376'ABOUT 1.9 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1376'RAILWAY FROM THE STATION AT IONIA, 25 FEET SOUTH OF THE SOUTH
 JD1376'RAIL, 38 FEET SOUTHEAST OF THE CENTER LINE OF A FIELD ROAD
 JD1376'CROSSING, 81.7 FEET NORTHWEST OF F 4 X R.M. 2, 78.4 FEET SOUTHWEST
 JD1376'OF F 4 Z R.M. 1, 26 FEET EAST OF THE CENTER LINE OF A FIELD ROAD,
 JD1376'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1373 ***********************************************************************
 JD1373  DESIGNATION -  F 4 Z RM 1
 JD1373  PID         -  JD1373
 JD1373  STATE/COUNTY-  MO/BENTON
 JD1373  USGS QUAD   -  LINCOLN (1961)
 JD1373
 JD1373                         *CURRENT SURVEY CONTROL
 JD1373  ___________________________________________________________________
 JD1373* NAD 83(1986)-  38 29 51.     (N)    093 17 24.     (W)     SCALED    
 JD1373* NAVD 88     -       305.660  (meters)    1002.82   (feet)  ADJUSTED  
 JD1373  ___________________________________________________________________
 JD1373  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD1373  DYNAMIC HT  -         305.444 (meters)    1002.11  (feet)  COMP
 JD1373  MODELED GRAV-     979,914.6   (mgal)                       NAVD 88
 JD1373
 JD1373  VERT ORDER  -  SECOND    CLASS 0
 JD1373
 JD1373.The horizontal coordinates were scaled from a topographic map and have
 JD1373.an estimated accuracy of +/- 6 seconds.
 JD1373
 JD1373.The orthometric height was determined by differential leveling
 JD1373.and adjusted by the National Geodetic Survey in June 1991..
 JD1373
 JD1373.The geoid height was determined by GEOID03.
 JD1373
 JD1373.The dynamic height is computed by dividing the NAVD 88
 JD1373.geopotential number by the normal gravity value computed on the
 JD1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1373.degrees latitude (g = 980.6199 gals.).
 JD1373
 JD1373.The modeled gravity was interpolated from observed gravity values.
 JD1373
 JD1373;                    North         East    Units  Estimated Accuracy
 JD1373;SPC MO C     -   295,950.      431,090.      MT  (+/- 180 meters Scaled)
 JD1373
 JD1373                          SUPERSEDED SURVEY CONTROL
 JD1373
 JD1373  NGVD 29 (??/??/92)  305.54   (m)         1002.4    (f) COMPUTED    2 0
 JD1373
 JD1373.Superseded values are not recommended for survey control.
 JD1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1373.See file dsdata.txt to determine how the superseded data were derived.
 JD1373
 JD1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC747610(NAD 83)
 JD1373_MARKER: DB = BENCH MARK DISK
 JD1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1373_STAMPING: F 4 Z NO 1 1963
 JD1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1373+STABILITY: SURFACE MOTION
 JD1373
 JD1373  HISTORY     - Date     Condition        Report By
 JD1373  HISTORY     - 1963     MONUMENTED       CGS
 JD1373
 JD1373                          STATION DESCRIPTION
 JD1373
 JD1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1373'1.9 MI E FROM IONIA.
 JD1373'ABOUT 1.9 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1373'RAILWAY FROM THE STATION AT IONIA, 46.5 FEET NORTH OF THE NORTH
 JD1373'RAIL 78.4 FEET NORTHEAST OF AND ACROSS THE TRACKS FROM F 4 Z
 JD1373'1963, 49 FEET EAST OF THE CENTER LINE OF A FIELD ROAD, 31 FEET
 JD1373'EAST OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF A FENCE, AND SET IN THE
 JD1373'TOP OF A CONCRETE POST PROJECTION 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1375 ***********************************************************************
 JD1375  DESIGNATION -  F 4 Z RM 2
 JD1375  PID         -  JD1375
 JD1375  STATE/COUNTY-  MO/BENTON
 JD1375  USGS QUAD   -  LINCOLN (1961)
 JD1375
 JD1375                         *CURRENT SURVEY CONTROL
 JD1375  ___________________________________________________________________
 JD1375* NAD 83(1986)-  38 29 52.     (N)    093 17 23.     (W)     SCALED    
 JD1375* NAVD 88     -       305.038  (meters)    1000.78   (feet)  ADJUSTED  
 JD1375  ___________________________________________________________________
 JD1375  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD1375  DYNAMIC HT  -         304.823 (meters)    1000.07  (feet)  COMP
 JD1375  MODELED GRAV-     979,914.6   (mgal)                       NAVD 88
 JD1375
 JD1375  VERT ORDER  -  SECOND    CLASS 0
 JD1375
 JD1375.The horizontal coordinates were scaled from a topographic map and have
 JD1375.an estimated accuracy of +/- 6 seconds.
 JD1375
 JD1375.The orthometric height was determined by differential leveling
 JD1375.and adjusted by the National Geodetic Survey in June 1991..
 JD1375
 JD1375.The geoid height was determined by GEOID03.
 JD1375
 JD1375.The dynamic height is computed by dividing the NAVD 88
 JD1375.geopotential number by the normal gravity value computed on the
 JD1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1375.degrees latitude (g = 980.6199 gals.).
 JD1375
 JD1375.The modeled gravity was interpolated from observed gravity values.
 JD1375
 JD1375;                    North         East    Units  Estimated Accuracy
 JD1375;SPC MO C     -   295,980.      431,110.      MT  (+/- 180 meters Scaled)
 JD1375
 JD1375                          SUPERSEDED SURVEY CONTROL
 JD1375
 JD1375  NGVD 29 (??/??/92)  304.92   (m)         1000.4    (f) COMPUTED    2 0
 JD1375
 JD1375.Superseded values are not recommended for survey control.
 JD1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1375.See file dsdata.txt to determine how the superseded data were derived.
 JD1375
 JD1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC747610(NAD 83)
 JD1375_MARKER: DR = REFERENCE MARK DISK
 JD1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1375_STAMPING: F 4 Z NO 2 1963
 JD1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1375+STABILITY: SURFACE MOTION
 JD1375
 JD1375  HISTORY     - Date     Condition        Report By
 JD1375  HISTORY     - 1963     MONUMENTED       CGS
 JD1375
 JD1375                          STATION DESCRIPTION
 JD1375
 JD1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1375'1.9 MI E FROM IONIA.
 JD1375'ABOUT 1.9 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1375'RAILWAY FROM THE STATION AT IONIA, 45 FEET SOUTH OF THE SOUTH
 JD1375'RAIL, 81.7 FEET SOUTHEAST OF F 4 Z 1963, 1.0 FOOT NORTH OF A FENCE,
 JD1375'1.0 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JD1375'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0036 ***********************************************************************
 GG0036  DESIGNATION -  F 47
 GG0036  PID         -  GG0036
 GG0036  STATE/COUNTY-  MO/NEWTON
 GG0036  USGS QUAD   -  NEOSHO WEST (1972)
 GG0036
 GG0036                         *CURRENT SURVEY CONTROL
 GG0036  ___________________________________________________________________
 GG0036* NAD 83(1986)-  36 52 23.     (N)    094 27 46.     (W)     SCALED    
 GG0036* NAVD 88     -       329.717  (meters)    1081.75   (feet)  ADJUSTED  
 GG0036  ___________________________________________________________________
 GG0036  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GG0036  DYNAMIC HT  -         329.444 (meters)    1080.85  (feet)  COMP
 GG0036  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 GG0036
 GG0036  VERT ORDER  -  SECOND    CLASS 0
 GG0036
 GG0036.The horizontal coordinates were scaled from a topographic map and have
 GG0036.an estimated accuracy of +/- 6 seconds.
 GG0036
 GG0036.The orthometric height was determined by differential leveling
 GG0036.and adjusted by the National Geodetic Survey in June 1991..
 GG0036
 GG0036.The geoid height was determined by GEOID03.
 GG0036
 GG0036.The dynamic height is computed by dividing the NAVD 88
 GG0036.geopotential number by the normal gravity value computed on the
 GG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0036.degrees latitude (g = 980.6199 gals.).
 GG0036
 GG0036.The modeled gravity was interpolated from observed gravity values.
 GG0036
 GG0036;                    North         East    Units  Estimated Accuracy
 GG0036;SPC MO W     -    78,380.      853,320.      MT  (+/- 180 meters Scaled)
 GG0036
 GG0036                          SUPERSEDED SURVEY CONTROL
 GG0036
 GG0036  NGVD 29 (??/??/92)  329.589  (m)         1081.33   (f) ADJ UNCH    2 0
 GG0036
 GG0036.Superseded values are not recommended for survey control.
 GG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0036.See file dsdata.txt to determine how the superseded data were derived.
 GG0036
 GG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA696817(NAD 83)
 GG0036_MARKER: DB = BENCH MARK DISK
 GG0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0036_STAMPING: F 47 1934
 GG0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0036+STABILITY: SURFACE MOTION
 GG0036
 GG0036  HISTORY     - Date     Condition        Report By
 GG0036  HISTORY     - 1934     MONUMENTED       CGS
 GG0036  HISTORY     - 20060516 MARK NOT FOUND   MODNR
 GG0036
 GG0036                          STATION DESCRIPTION
 GG0036
 GG0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0036'6.4 MI W FROM NEOSHO.
 GG0036'6.4 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0036'THE KANSAS CITY SOUTHERN RAILWAY STATION AT NEOSHO, NEWTON COUNTY,
 GG0036'25 POLES WEST OF MILEPOST 315, AT A ROAD CROSSING, 25 FEET NORTH
 GG0036'OF THE TRACK, 12 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 GG0036'IN THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED F 47 1934
 GG0036'AND SET IN THE TOP OF A CONCRETE POST.
 GG0036
 GG0036                          STATION RECOVERY (2006)
 GG0036
 GG0036'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MOD)
 GG0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0470 ***********************************************************************
 HC0470  DESIGNATION -  F 49
 HC0470  PID         -  HC0470
 HC0470  STATE/COUNTY-  MO/CRAWFORD
 HC0470  USGS QUAD   -  STEELVILLE (1985)
 HC0470
 HC0470                         *CURRENT SURVEY CONTROL
 HC0470  ___________________________________________________________________
 HC0470* NAD 83(1986)-  37 58 10.     (N)    091 21 06.     (W)     SCALED    
 HC0470* NAVD 88     -       228.595  (meters)     749.98   (feet)  ADJUSTED  
 HC0470  ___________________________________________________________________
 HC0470  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HC0470  DYNAMIC HT  -         228.430 (meters)     749.44  (feet)  COMP
 HC0470  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 HC0470
 HC0470  VERT ORDER  -  SECOND    CLASS 0
 HC0470
 HC0470.The horizontal coordinates were scaled from a topographic map and have
 HC0470.an estimated accuracy of +/- 6 seconds.
 HC0470
 HC0470.The orthometric height was determined by differential leveling
 HC0470.and adjusted by the National Geodetic Survey in June 1991..
 HC0470
 HC0470.Photographs are available for this station.
 HC0470
 HC0470.The geoid height was determined by GEOID03.
 HC0470
 HC0470.The dynamic height is computed by dividing the NAVD 88
 HC0470.geopotential number by the normal gravity value computed on the
 HC0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0470.degrees latitude (g = 980.6199 gals.).
 HC0470
 HC0470.The modeled gravity was interpolated from observed gravity values.
 HC0470
 HC0470;                    North         East    Units  Estimated Accuracy
 HC0470;SPC MO E     -   237,380.      175,170.      MT  (+/- 180 meters Scaled)
 HC0470
 HC0470                          SUPERSEDED SURVEY CONTROL
 HC0470
 HC0470  NGVD 29 (??/??/92)  228.590  (m)          749.97   (f) ADJ UNCH    2 0
 HC0470
 HC0470.Superseded values are not recommended for survey control.
 HC0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0470.See file dsdata.txt to determine how the superseded data were derived.
 HC0470
 HC0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC447037(NAD 83)
 HC0470_MARKER: DB = BENCH MARK DISK
 HC0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0470_SP_SET: CONCRETE POST
 HC0470_STAMPING: F 49 1934
 HC0470_MARK LOGO: CGS   
 HC0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0470+STABILITY: SURFACE MOTION
 HC0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0470+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 HC0470
 HC0470  HISTORY     - Date     Condition        Report By
 HC0470  HISTORY     - 1934     MONUMENTED       CGS
 HC0470  HISTORY     - 1940     GOOD             NGS
 HC0470  HISTORY     - 19910827 GOOD             NGS
 HC0470  HISTORY     - 20050730 GOOD             INDIV
 HC0470
 HC0470                          STATION DESCRIPTION
 HC0470
 HC0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HC0470'AT STEELVILLE.
 HC0470'AT STEELVILLE, CRAWFORD COUNTY, 108 FEET WEST OF THE WEST CORNER
 HC0470'OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 431 FEET WEST OF
 HC0470'MILEPOST 95, 27 FEET WEST OF THE CENTERLINE OF A CROSS ROAD, 21 FEET
 HC0470'SOUTH OF THE CENTERLINE OF A ROAD PARALLELING THE TRACK, AND 30
 HC0470'FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 HC0470'STAMPED F 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0470
 HC0470                          STATION RECOVERY (1991)
 HC0470
 HC0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HC0470'THE MARK WAS RECOVERED IN GOOD CONDITION, IN STEELVILLE, 1 BLOCK EAST
 HC0470'AND 1 BLOCK NORTH FROM THE EAST JUNCTION OF STATE HIGHWAYS 8 AND 19
 HC0470'AND ON THE NORTH SIDE OF A RAILROAD TRACK, AT THE CROSSING OF HICKORY
 HC0470'STREET.
 HC0470'THE DISK IS SET INTO THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT
 HC0470'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 43.95 M
 HC0470'(144.19 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF THE
 HC0470'STEELVILLE KIWANIS CLUB BUILDING, WHICH WAS THE OLD RAILROAD DEPOT,
 HC0470'24.90 M (81.69 FT) WEST FROM THE CENTERLINE OF HICKORY STREET, 8.21 M
 HC0470'(26.94 FT) NORTH FROM THE NORTH RAIL OF THE MAIN TRACKS, 7.37 M
 HC0470'(24.18 FT) SOUTH FROM THE CENTERLINE OF THE STREET ALONG THE NORTH
 HC0470'SIDE OF THE TRACKS, 1.74 M (5.71 FT) SOUTH FROM BENCH MARK--W
 HC0470'128--AND 0.55 M (1.80 FT) NORTH FROM A WITNESS POST.
 HC0470
 HC0470                          STATION RECOVERY (2005)
 HC0470
 HC0470'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 HC0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0650 ***********************************************************************
 HD0650  DESIGNATION -  F 5
 HD0650  PID         -  HD0650
 HD0650  STATE/COUNTY-  MO/GREENE
 HD0650  USGS QUAD   -  BROOKLINE (1975)
 HD0650
 HD0650                         *CURRENT SURVEY CONTROL
 HD0650  ___________________________________________________________________
 HD0650* NAD 83(1986)-  37 08 22.     (N)    093 26 39.     (W)     SCALED    
 HD0650* NAVD 88     -       393.526  (meters)    1291.09   (feet)  ADJUSTED  
 HD0650  ___________________________________________________________________
 HD0650  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HD0650  DYNAMIC HT  -         393.206 (meters)    1290.04  (feet)  COMP
 HD0650  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 HD0650
 HD0650  VERT ORDER  -  FIRST     CLASS II
 HD0650
 HD0650.The horizontal coordinates were scaled from a topographic map and have
 HD0650.an estimated accuracy of +/- 6 seconds.
 HD0650
 HD0650.The orthometric height was determined by differential leveling
 HD0650.and adjusted by the National Geodetic Survey in June 1991..
 HD0650
 HD0650.The geoid height was determined by GEOID03.
 HD0650
 HD0650.The dynamic height is computed by dividing the NAVD 88
 HD0650.geopotential number by the normal gravity value computed on the
 HD0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0650.degrees latitude (g = 980.6199 gals.).
 HD0650
 HD0650.The modeled gravity was interpolated from observed gravity values.
 HD0650
 HD0650;                    North         East    Units  Estimated Accuracy
 HD0650;SPC MO C     -   145,340.      416,120.      MT  (+/- 180 meters Scaled)
 HD0650
 HD0650                          SUPERSEDED SURVEY CONTROL
 HD0650
 HD0650  NGVD 29 (10/05/93)  393.370  (m)         1290.58   (f) ADJUSTED    1 2
 HD0650
 HD0650.Superseded values are not recommended for survey control.
 HD0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0650.See file dsdata.txt to determine how the superseded data were derived.
 HD0650
 HD0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB605104(NAD 83)
 HD0650_MARKER: DB = BENCH MARK DISK
 HD0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0650_SP_SET: CONCRETE POST
 HD0650_STAMPING: F 5 1928 1290.650
 HD0650_MARK LOGO: CGS   
 HD0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0650+STABILITY: SURFACE MOTION
 HD0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0650+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1989
 HD0650
 HD0650  HISTORY     - Date     Condition        Report By
 HD0650  HISTORY     - 1928     MONUMENTED       CGS
 HD0650  HISTORY     - 1959     MARK NOT FOUND   USGS
 HD0650  HISTORY     - 19891011 GOOD             NGS
 HD0650
 HD0650                          STATION DESCRIPTION
 HD0650
 HD0650'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HD0650'2.6 MI NE FROM REPUBLIC.
 HD0650'2-2/3 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0650'FROM THE STATION AT REPUBLIC, GREENE COUNTY, 8 RAILS SOUTHWEST
 HD0650'OF THE CENTER OF A CROSSING, 248 FEET NORTHEAST OF SEMAPHORE 249.1,
 HD0650'158 FEET WEST OF POLE 249, 40-1/2 FEET NORTHWEST OF THE CENTERLINE
 HD0650'OF THE MAIN TRACK, AND 9 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY
 HD0650'FENCE.  A STANDARD DISK, STAMPED 1290.650 F 5 1928 AND SET IN
 HD0650'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- PROBABLY
 HD0650'COVERED WITH DIRT.
 HD0650
 HD0650                          STATION RECOVERY (1989)
 HD0650
 HD0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0650'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.3 KM
 HD0650'(1.45 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 HD0650'ITS JUNCTION WITH STATE HIGHWAY 174 IN REPUBLIC, 97.5 M (319.9 FT)
 HD0650'SOUTHWEST OF THE CENTER OF FARM ROAD 170, 13.5 M (44.3 FT) NORTHWEST
 HD0650'OF THE NEAR RAIL, 2.6 M (8.5 FT) SOUTHEAST OF A WITNESS POST AND
 HD0650'FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACKS, AND IN A
 HD0650'CONCRETE MONUMENT THAT IS 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1400 ***********************************************************************
 JD1400  DESIGNATION -  F 5 B 1
 JD1400  PID         -  JD1400
 JD1400  STATE/COUNTY-  MO/BENTON
 JD1400  USGS QUAD   -  LINCOLN (1961)
 JD1400
 JD1400                         *CURRENT SURVEY CONTROL
 JD1400  ___________________________________________________________________
 JD1400* NAD 83(1986)-  38 26 58.     (N)    093 20 44.     (W)     SCALED    
 JD1400* NAVD 88     -       288.206  (meters)     945.56   (feet)  ADJUSTED  
 JD1400  ___________________________________________________________________
 JD1400  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD1400  DYNAMIC HT  -         288.003 (meters)     944.89  (feet)  COMP
 JD1400  MODELED GRAV-     979,918.1   (mgal)                       NAVD 88
 JD1400
 JD1400  VERT ORDER  -  SECOND    CLASS 0
 JD1400
 JD1400.The horizontal coordinates were scaled from a topographic map and have
 JD1400.an estimated accuracy of +/- 6 seconds.
 JD1400
 JD1400.The orthometric height was determined by differential leveling
 JD1400.and adjusted by the National Geodetic Survey in June 1991..
 JD1400
 JD1400.The geoid height was determined by GEOID03.
 JD1400
 JD1400.The dynamic height is computed by dividing the NAVD 88
 JD1400.geopotential number by the normal gravity value computed on the
 JD1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1400.degrees latitude (g = 980.6199 gals.).
 JD1400
 JD1400.The modeled gravity was interpolated from observed gravity values.
 JD1400
 JD1400;                    North         East    Units  Estimated Accuracy
 JD1400;SPC MO C     -   290,660.      426,190.      MT  (+/- 180 meters Scaled)
 JD1400
 JD1400                          SUPERSEDED SURVEY CONTROL
 JD1400
 JD1400  NGVD 29 (??/??/92)  288.08   (m)          945.1    (f) COMPUTED    2 0
 JD1400
 JD1400.Superseded values are not recommended for survey control.
 JD1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1400.See file dsdata.txt to determine how the superseded data were derived.
 JD1400
 JD1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC698557(NAD 83)
 JD1400_MARKER: DZ = AZIMUTH MARK DISK
 JD1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1400_STAMPING: F5 B1
 JD1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1400+STABILITY: SURFACE MOTION
 JD1400
 JD1400  HISTORY     - Date     Condition        Report By
 JD1400  HISTORY     - UNK      MONUMENTED       DOD
 JD1400  HISTORY     - 1963     GOOD             NGS
 JD1400
 JD1400                          STATION DESCRIPTION
 JD1400
 JD1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1400'7.3 MI S FROM IONIA.
 JD1400'ABOUT 2.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1400'RAILROAD FROM THE STATION AT IONIA, THENCE 3.8 MILES SOUTH ALONG
 JD1400'A GRAVELED ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD,
 JD1400'ABOUT MIDWAY BETWEEN 2 POWER POLES, IN SECTION 4, T 42 N, R 22 W,
 JD1400'32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND THE TOP SURFACE
 JD1400'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 JD1400'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1399 ***********************************************************************
 JD1399  DESIGNATION -  F 5 B 2
 JD1399  PID         -  JD1399
 JD1399  STATE/COUNTY-  MO/BENTON
 JD1399  USGS QUAD   -  LINCOLN (1961)
 JD1399
 JD1399                         *CURRENT SURVEY CONTROL
 JD1399  ___________________________________________________________________
 JD1399* NAD 83(1986)-  38 26 44.     (N)    093 20 51.     (W)     SCALED    
 JD1399* NAVD 88     -       289.137  (meters)     948.61   (feet)  ADJUSTED  
 JD1399  ___________________________________________________________________
 JD1399  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JD1399  DYNAMIC HT  -         288.934 (meters)     947.94  (feet)  COMP
 JD1399  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 JD1399
 JD1399  VERT ORDER  -  SECOND    CLASS 0
 JD1399
 JD1399.The horizontal coordinates were scaled from a topographic map and have
 JD1399.an estimated accuracy of +/- 6 seconds.
 JD1399
 JD1399.The orthometric height was determined by differential leveling
 JD1399.and adjusted by the National Geodetic Survey in June 1991..
 JD1399
 JD1399.The geoid height was determined by GEOID03.
 JD1399
 JD1399.The dynamic height is computed by dividing the NAVD 88
 JD1399.geopotential number by the normal gravity value computed on the
 JD1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1399.degrees latitude (g = 980.6199 gals.).
 JD1399
 JD1399.The modeled gravity was interpolated from observed gravity values.
 JD1399
 JD1399;                    North         East    Units  Estimated Accuracy
 JD1399;SPC MO C     -   290,230.      426,020.      MT  (+/- 180 meters Scaled)
 JD1399
 JD1399                          SUPERSEDED SURVEY CONTROL
 JD1399
 JD1399  NGVD 29 (??/??/92)  289.01   (m)          948.2    (f) COMPUTED    2 0
 JD1399
 JD1399.Superseded values are not recommended for survey control.
 JD1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1399.See file dsdata.txt to determine how the superseded data were derived.
 JD1399
 JD1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC696553(NAD 83)
 JD1399_MARKER: DZ = AZIMUTH MARK DISK
 JD1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1399_STAMPING: F5 B2
 JD1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1399+STABILITY: SURFACE MOTION
 JD1399
 JD1399  HISTORY     - Date     Condition        Report By
 JD1399  HISTORY     - UNK      MONUMENTED       DOD
 JD1399  HISTORY     - 1963     GOOD             NGS
 JD1399
 JD1399                          STATION DESCRIPTION
 JD1399
 JD1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1399'7.6 MI S FROM IONIA.
 JD1399'ABOUT 2.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1399'RAILROAD FROM THE STATION AT IONIA, THENCE 3.8 MILES SOUTH ALONG
 JD1399'A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A GRAVELED ROAD,
 JD1399'THENCE 0.3 MILE SOUTH ALONG A NARROW STRIP BETWEEN TWO CORNFIELDS,
 JD1399'THENCE 0.1 MILE EAST ACROSS COUNTRY, AND THE TOP SURFACE OVER THE
 JD1399'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 JD1399'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1402 ***********************************************************************
 JD1402  DESIGNATION -  F 5 Z
 JD1402  PID         -  JD1402
 JD1402  STATE/COUNTY-  MO/BENTON
 JD1402  USGS QUAD   -  LINCOLN (1961)
 JD1402
 JD1402                         *CURRENT SURVEY CONTROL
 JD1402  ___________________________________________________________________
 JD1402* NAD 83(1986)-  38 26 59.     (N)    093 20 30.     (W)     SCALED    
 JD1402* NAVD 88     -       290.268  (meters)     952.32   (feet)  ADJUSTED  
 JD1402  ___________________________________________________________________
 JD1402  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD1402  DYNAMIC HT  -         290.064 (meters)     951.65  (feet)  COMP
 JD1402  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 JD1402
 JD1402  VERT ORDER  -  SECOND    CLASS 0
 JD1402
 JD1402.The horizontal coordinates were scaled from a topographic map and have
 JD1402.an estimated accuracy of +/- 6 seconds.
 JD1402
 JD1402.The orthometric height was determined by differential leveling
 JD1402.and adjusted by the National Geodetic Survey in June 1991..
 JD1402
 JD1402.The geoid height was determined by GEOID03.
 JD1402
 JD1402.The dynamic height is computed by dividing the NAVD 88
 JD1402.geopotential number by the normal gravity value computed on the
 JD1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1402.degrees latitude (g = 980.6199 gals.).
 JD1402
 JD1402.The modeled gravity was interpolated from observed gravity values.
 JD1402
 JD1402;                    North         East    Units  Estimated Accuracy
 JD1402;SPC MO C     -   290,680.      426,530.      MT  (+/- 180 meters Scaled)
 JD1402
 JD1402                          SUPERSEDED SURVEY CONTROL
 JD1402
 JD1402  NGVD 29 (??/??/92)  290.14   (m)          951.9    (f) COMPUTED    2 0
 JD1402
 JD1402.Superseded values are not recommended for survey control.
 JD1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1402.See file dsdata.txt to determine how the superseded data were derived.
 JD1402
 JD1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC701557(NAD 83)
 JD1402_MARKER: DS = TRIANGULATION STATION DISK
 JD1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1402_STAMPING: F 5 Z 1963
 JD1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1402+STABILITY: SURFACE MOTION
 JD1402
 JD1402  HISTORY     - Date     Condition        Report By
 JD1402  HISTORY     - 1963     MONUMENTED       CGS
 JD1402
 JD1402                          STATION DESCRIPTION
 JD1402
 JD1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1402'7.5 MI S FROM IONIA.
 JD1402'ABOUT 2.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1402'RAILROAD FROM THE STATION AT IONIA, THENCE 3.8 MILES SOUTH ALONG
 JD1402'A GRAVELED ROAD, THENCE 1.4 MILES EAST ALONG A GRAVELED ROAD,
 JD1402'0.1 MILES WEST OF AN INTERSECTION OF AN NORTH-SOUTH ROAD, IN
 JD1402'SECTION 34, T 43 N, R 22 E, 28 FEET NORTH OF THE CENTER LINE OF THE
 JD1402'ROAD, 75 FEET EAST OF A TELEPHONE POLE, 4.5 FEET SOUTHEAST OF A
 JD1402'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 JD1402'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1403 ***********************************************************************
 JD1403  DESIGNATION -  F 5 Z RM 1
 JD1403  PID         -  JD1403
 JD1403  STATE/COUNTY-  MO/BENTON
 JD1403  USGS QUAD   -  LINCOLN (1961)
 JD1403
 JD1403                         *CURRENT SURVEY CONTROL
 JD1403  ___________________________________________________________________
 JD1403* NAD 83(1986)-  38 26 59.     (N)    093 20 30.     (W)     SCALED    
 JD1403* NAVD 88     -       290.232  (meters)     952.20   (feet)  ADJUSTED  
 JD1403  ___________________________________________________________________
 JD1403  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD1403  DYNAMIC HT  -         290.028 (meters)     951.53  (feet)  COMP
 JD1403  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 JD1403
 JD1403  VERT ORDER  -  SECOND    CLASS 0
 JD1403
 JD1403.The horizontal coordinates were scaled from a topographic map and have
 JD1403.an estimated accuracy of +/- 6 seconds.
 JD1403
 JD1403.The orthometric height was determined by differential leveling
 JD1403.and adjusted by the National Geodetic Survey in June 1991..
 JD1403
 JD1403.The geoid height was determined by GEOID03.
 JD1403
 JD1403.The dynamic height is computed by dividing the NAVD 88
 JD1403.geopotential number by the normal gravity value computed on the
 JD1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1403.degrees latitude (g = 980.6199 gals.).
 JD1403
 JD1403.The modeled gravity was interpolated from observed gravity values.
 JD1403
 JD1403;                    North         East    Units  Estimated Accuracy
 JD1403;SPC MO C     -   290,680.      426,530.      MT  (+/- 180 meters Scaled)
 JD1403
 JD1403                          SUPERSEDED SURVEY CONTROL
 JD1403
 JD1403  NGVD 29 (??/??/92)  290.11   (m)          951.8    (f) COMPUTED    2 0
 JD1403
 JD1403.Superseded values are not recommended for survey control.
 JD1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1403.See file dsdata.txt to determine how the superseded data were derived.
 JD1403
 JD1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC701557(NAD 83)
 JD1403_MARKER: DR = REFERENCE MARK DISK
 JD1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1403_STAMPING: F 5 Z NO1 1963
 JD1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1403+STABILITY: SURFACE MOTION
 JD1403
 JD1403  HISTORY     - Date     Condition        Report By
 JD1403  HISTORY     - 1963     MONUMENTED       CGS
 JD1403
 JD1403                          STATION DESCRIPTION
 JD1403
 JD1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1403'7.5 MI S FROM IONIA.
 JD1403'ABOUT 2.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1403'RAILROAD FROM THE STATION AT IONIA, THENCE 3.8 MILES SOUTH ALONG
 JD1403'A GRAVELED ROAD, THENCE 1.4 MILES EAST ALONG A GRAVELED ROAD,
 JD1403'0.1 MILE WEST OF AN INTERSECTION OF AN NORTH SOUTH ROAD, IN
 JD1403'SECTION 34, T 43 N, R 22 E, 30 FEET NORTH OF THE CENTER LINE OF
 JD1403'THE ROAD, 51 FEET WEST OF A TELEPHONE POLE, 68.0 FEET EAST OF F
 JD1403'5 Z 1963, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JD1403'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1401 ***********************************************************************
 JD1401  DESIGNATION -  F 5 Z RM 2
 JD1401  PID         -  JD1401
 JD1401  STATE/COUNTY-  MO/BENTON
 JD1401  USGS QUAD   -  LINCOLN (1961)
 JD1401
 JD1401                         *CURRENT SURVEY CONTROL
 JD1401  ___________________________________________________________________
 JD1401* NAD 83(1986)-  38 26 59.     (N)    093 20 30.     (W)     SCALED    
 JD1401* NAVD 88     -       290.232  (meters)     952.20   (feet)  ADJUSTED  
 JD1401  ___________________________________________________________________
 JD1401  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD1401  DYNAMIC HT  -         290.028 (meters)     951.53  (feet)  COMP
 JD1401  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 JD1401
 JD1401  VERT ORDER  -  SECOND    CLASS 0
 JD1401
 JD1401.The horizontal coordinates were scaled from a topographic map and have
 JD1401.an estimated accuracy of +/- 6 seconds.
 JD1401
 JD1401.The orthometric height was determined by differential leveling
 JD1401.and adjusted by the National Geodetic Survey in June 1991..
 JD1401
 JD1401.The geoid height was determined by GEOID03.
 JD1401
 JD1401.The dynamic height is computed by dividing the NAVD 88
 JD1401.geopotential number by the normal gravity value computed on the
 JD1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1401.degrees latitude (g = 980.6199 gals.).
 JD1401
 JD1401.The modeled gravity was interpolated from observed gravity values.
 JD1401
 JD1401;                    North         East    Units  Estimated Accuracy
 JD1401;SPC MO C     -   290,680.      426,530.      MT  (+/- 180 meters Scaled)
 JD1401
 JD1401                          SUPERSEDED SURVEY CONTROL
 JD1401
 JD1401  NGVD 29 (??/??/92)  290.11   (m)          951.8    (f) COMPUTED    2 0
 JD1401
 JD1401.Superseded values are not recommended for survey control.
 JD1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1401.See file dsdata.txt to determine how the superseded data were derived.
 JD1401
 JD1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC701557(NAD 83)
 JD1401_MARKER: DR = REFERENCE MARK DISK
 JD1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1401_STAMPING: F 5 Z NO 2 1963
 JD1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1401+STABILITY: SURFACE MOTION
 JD1401
 JD1401  HISTORY     - Date     Condition        Report By
 JD1401  HISTORY     - 1963     MONUMENTED       CGS
 JD1401
 JD1401                          STATION DESCRIPTION
 JD1401
 JD1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1401'7.5 MI S FROM IONIA.
 JD1401'ABOUT 2.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1401'RAILROAD FROM THE STATION AT IONIA, THENCE 3.8 MILES SOUTH ALONG
 JD1401'A GRAVELED ROAD, THENCE 1.4 MILES EAST ALONG A GRAVELED ROAD,
 JD1401'0.1 MILE WEST OF AN INTERSECTION OF A NORTH-SOUTH ROAD, IN
 JD1401'SECTION 34, T 43 N, R 22 F, 30 FEET NORTH OF THE CENTER LINE OF
 JD1401'THE ROAD, 1 1/2 FEET EAST OF A TELEPHONE POLE 73.0 FEET WEST OF
 JD1401'F 5 Z 1963, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JD1401'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0694 ***********************************************************************
 HC0694  DESIGNATION -  F 50
 HC0694  PID         -  HC0694
 HC0694  STATE/COUNTY-  MO/DENT
 HC0694  USGS QUAD   -  DARIEN (1981)
 HC0694
 HC0694                         *CURRENT SURVEY CONTROL
 HC0694  ___________________________________________________________________
 HC0694* NAD 83(1986)-  37 35 02.     (N)    091 31 33.     (W)     SCALED    
 HC0694* NAVD 88     -       386.185  (meters)    1267.01   (feet)  POSTED    
 HC0694  ___________________________________________________________________
 HC0694  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0694  DYNAMIC HT  -         385.880 (meters)    1266.01  (feet)  COMP
 HC0694  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 HC0694
 HC0694  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0694
 HC0694.The horizontal coordinates were scaled from a topographic map and have
 HC0694.an estimated accuracy of +/- 6 seconds.
 HC0694
 HC0694.The orthometric height was determined by differential leveling
 HC0694.and adjusted by the National Geodetic Survey in 1992..
 HC0694.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0694.rate of 0.0 thru 1.0 mm/km.
 HC0694
 HC0694.The geoid height was determined by GEOID03.
 HC0694
 HC0694.The dynamic height is computed by dividing the NAVD 88
 HC0694.geopotential number by the normal gravity value computed on the
 HC0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0694.degrees latitude (g = 980.6199 gals.).
 HC0694
 HC0694.The modeled gravity was interpolated from observed gravity values.
 HC0694
 HC0694;                    North         East    Units  Estimated Accuracy
 HC0694;SPC MO E     -   194,750.      159,400.      MT  (+/- 180 meters Scaled)
 HC0694
 HC0694                          SUPERSEDED SURVEY CONTROL
 HC0694
 HC0694  NGVD 29 (??/??/92)  386.096  (m)         1266.72   (f) ADJ UNCH    2 0
 HC0694
 HC0694.Superseded values are not recommended for survey control.
 HC0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0694.See file dsdata.txt to determine how the superseded data were derived.
 HC0694
 HC0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB301606(NAD 83)
 HC0694_MARKER: DB = BENCH MARK DISK
 HC0694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0694_SP_SET: CULVERT
 HC0694_STAMPING: F 50 1934
 HC0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0694
 HC0694  HISTORY     - Date     Condition        Report By
 HC0694  HISTORY     - 1934     MONUMENTED       CGS
 HC0694
 HC0694                          STATION DESCRIPTION
 HC0694
 HC0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0694'4.4 MI S FROM SALEM.
 HC0694'4.4 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0694'AT SALEM, DENT COUNTY, 60 FEET SOUTH OF A SIDE ROAD LEADING
 HC0694'EAST, 20 FEET SOUTH OF THE CENTERLINE OF A SIDE ROAD LEADING
 HC0694'WEST TO A HOUSE, 10 FEET EAST OF A WIRE FENCE, AT A CULVERT,
 HC0694'AND IN THE TOP OF THE NORTH END OF THE WEST HEADWALL.  A STANDARD
 HC0694'DISK, STAMPED F 50 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0683 ***********************************************************************
 GE0683  DESIGNATION -  F 51
 GE0683  PID         -  GE0683
 GE0683  STATE/COUNTY-  MO/SHANNON
 GE0683  USGS QUAD   -  MONTIER (1986)
 GE0683
 GE0683                         *CURRENT SURVEY CONTROL
 GE0683  ___________________________________________________________________
 GE0683* NAD 83(1986)-  36 54 25.     (N)    091 30 51.     (W)     SCALED    
 GE0683* NAVD 88     -       267.449  (meters)     877.46   (feet)  POSTED    
 GE0683  ___________________________________________________________________
 GE0683  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 GE0683  DYNAMIC HT  -         267.230 (meters)     876.74  (feet)  COMP
 GE0683  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 GE0683
 GE0683  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0683
 GE0683.The horizontal coordinates were scaled from a topographic map and have
 GE0683.an estimated accuracy of +/- 6 seconds.
 GE0683
 GE0683.The orthometric height was determined by differential leveling
 GE0683.and adjusted by the National Geodetic Survey in 1992..
 GE0683.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0683.rate of 0.0 thru 1.0 mm/km.
 GE0683
 GE0683.The geoid height was determined by GEOID03.
 GE0683
 GE0683.The dynamic height is computed by dividing the NAVD 88
 GE0683.geopotential number by the normal gravity value computed on the
 GE0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0683.degrees latitude (g = 980.6199 gals.).
 GE0683
 GE0683.The modeled gravity was interpolated from observed gravity values.
 GE0683
 GE0683;                    North         East    Units  Estimated Accuracy
 GE0683;SPC MO E     -   119,610.      159,620.      MT  (+/- 180 meters Scaled)
 GE0683
 GE0683                          SUPERSEDED SURVEY CONTROL
 GE0683
 GE0683  NGVD 29 (??/??/92)  267.332  (m)          877.07   (f) ADJ UNCH    2 0
 GE0683
 GE0683.Superseded values are not recommended for survey control.
 GE0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0683.See file dsdata.txt to determine how the superseded data were derived.
 GE0683
 GE0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA323855(NAD 83)
 GE0683_MARKER: DB = BENCH MARK DISK
 GE0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0683_STAMPING: F 51 1934
 GE0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0683+STABILITY: SURFACE MOTION
 GE0683
 GE0683  HISTORY     - Date     Condition        Report By
 GE0683  HISTORY     - 1934     MONUMENTED       CGS
 GE0683  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0683
 GE0683                          STATION DESCRIPTION
 GE0683
 GE0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0683'7 MI S FROM BIRCH TREE.
 GE0683'7.0 MILES SOUTH ALONG STATE HIGHWAY 80 FROM BIRCH TREE, SHANNON
 GE0683'COUNTY, AT STATION 369+50, 1.9 MILES NORTH OF THE SHANNON-OREGON
 GE0683'COUNTY LINE, 0.2 MILE NORTH OF THE LEDGERWOOD FARM BUILDINGS
 GE0683'AT THE SUMMIT OF A RIDGE, ON THE NORTH SLOPE OF A RAVINE, 250 FEET
 GE0683'NORTH OF A CULVERT AT A DEPRESSION IN THE GRADE, 45 FEET WEST
 GE0683'OF THE CENTERLINE OF THE HIGHWAY, 32 FEET SOUTH OF THE NORTH
 GE0683'END OF A RAIL FENCE, AND IN AN INSIDE ANGLE OF THE FENCE.  A
 GE0683'STANDARD DISK, STAMPED F 51 1934 AND SET IN THE TOP OF A CONCRETE
 GE0683'POST.
 GE0683
 GE0683                          STATION RECOVERY (1977)
 GE0683
 GE0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1132 ***********************************************************************
 HC1132  DESIGNATION -  F 52 RESET
 HC1132  PID         -  HC1132
 HC1132  STATE/COUNTY-  MO/DENT
 HC1132  USGS QUAD   -  VIBURNUM WEST (1981)
 HC1132
 HC1132                         *CURRENT SURVEY CONTROL
 HC1132  ___________________________________________________________________
 HC1132* NAD 83(1986)-  37 37 47.     (N)    091 13 34.     (W)     SCALED    
 HC1132* NAVD 88     -       340.79   (meters)    1118.1    (feet)  RESET     
 HC1132  ___________________________________________________________________
 HC1132  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HC1132
 HC1132  VERT ORDER  -  THIRD
 HC1132
 HC1132.The horizontal coordinates were scaled from a topographic map and have
 HC1132.an estimated accuracy of +/- 6 seconds.
 HC1132
 HC1132.The orthometric height was computed from unverified reset data.
 HC1132.No vertical observational check was made to the station.
 HC1132
 HC1132.The geoid height was determined by GEOID03.
 HC1132
 HC1132;                    North         East    Units  Estimated Accuracy
 HC1132;SPC MO E     -   199,590.      185,910.      MT  (+/- 180 meters Scaled)
 HC1132
 HC1132                          SUPERSEDED SURVEY CONTROL
 HC1132
 HC1132  NGVD 29 (02/22/06)  340.73   (m)         1117.9    (f) RESET       3  
 HC1132
 HC1132.Superseded values are not recommended for survey control.
 HC1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1132.See file dsdata.txt to determine how the superseded data were derived.
 HC1132
 HC1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB565662(NAD 83)
 HC1132_MARKER: DB = BENCH MARK DISK
 HC1132_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HC1132_SP_SET: HEADWALL
 HC1132_STAMPING: F 52 RESET 1984
 HC1132_MARK LOGO: NGS   
 HC1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC1132+STABILITY: SURFACE MOTION
 HC1132
 HC1132  HISTORY     - Date     Condition        Report By
 HC1132  HISTORY     - 1984     MONUMENTED       NGS
 HC1132
 HC1132                          STATION DESCRIPTION
 HC1132
 HC1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HC1132'2.35 MI (3.78 KM) WEST ALONG STATE HIGHWAY 32, FROM THE POST OFFICE IN
 HC1132'BOSS, AT A LARGE CONCRETE CULVERT OVER A CREEK, IN THE WEST END OF
 HC1132'THE CULVERT, 32.0 FT (9.8 M) SOUTH FROM THE CENTERLINE OF THE
 HC1132'HIGHWAY, 1.0 FT (0.3 M) EAST OF THE WEST END OF THE HEADWALL AND
 HC1132'ABOUT 5 FT (1.5 M) LOWER THAN THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0049 ***********************************************************************
 GE0049  DESIGNATION -  F 53
 GE0049  PID         -  GE0049
 GE0049  STATE/COUNTY-  MO/WAYNE
 GE0049  USGS QUAD   -  WAPPAPELLO (1966)
 GE0049
 GE0049                         *CURRENT SURVEY CONTROL
 GE0049  ___________________________________________________________________
 GE0049* NAD 83(1986)-  36 58 50.     (N)    090 19 58.     (W)     SCALED    
 GE0049* NAVD 88     -       109.302  (meters)     358.60   (feet)  ADJUSTED  
 GE0049  ___________________________________________________________________
 GE0049  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 GE0049  DYNAMIC HT  -         109.216 (meters)     358.32  (feet)  COMP
 GE0049  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 GE0049
 GE0049  VERT ORDER  -  SECOND    CLASS 0
 GE0049
 GE0049.The horizontal coordinates were scaled from a topographic map and have
 GE0049.an estimated accuracy of +/- 6 seconds.
 GE0049
 GE0049.The orthometric height was determined by differential leveling
 GE0049.and adjusted by the National Geodetic Survey in June 1991..
 GE0049
 GE0049.The geoid height was determined by GEOID03.
 GE0049
 GE0049.The dynamic height is computed by dividing the NAVD 88
 GE0049.geopotential number by the normal gravity value computed on the
 GE0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0049.degrees latitude (g = 980.6199 gals.).
 GE0049
 GE0049.The modeled gravity was interpolated from observed gravity values.
 GE0049
 GE0049;                    North         East    Units  Estimated Accuracy
 GE0049;SPC MO E     -   127,310.      264,890.      MT  (+/- 180 meters Scaled)
 GE0049
 GE0049                          SUPERSEDED SURVEY CONTROL
 GE0049
 GE0049  NGVD 29 (??/??/92)  109.321  (m)          358.66   (f) ADJ UNCH    2 0
 GE0049
 GE0049.Superseded values are not recommended for survey control.
 GE0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0049.See file dsdata.txt to determine how the superseded data were derived.
 GE0049
 GE0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA374960(NAD 83)
 GE0049_MARKER: DB = BENCH MARK DISK
 GE0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0049_STAMPING: F 53 1934
 GE0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0049+STABILITY: SURFACE MOTION
 GE0049
 GE0049  HISTORY     - Date     Condition        Report By
 GE0049  HISTORY     - 1934     MONUMENTED       CGS
 GE0049  HISTORY     - 1965     MARK NOT FOUND   USGS
 GE0049
 GE0049                          STATION DESCRIPTION
 GE0049
 GE0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0049'0.9 MI E FROM CHAONIA.
 GE0049'0.9 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GE0049'STATION AT CHAONIA, WAYNE COUNTY, 151 FEET WEST OF THE
 GE0049'FIFTEENTH POLE WEST OF MILEPOST B 187, 22 FEET NORTHEAST OF THE
 GE0049'EAST END OF A TRESTLE, 18 FEET NORTH OF THE CENTERLINE OF THE
 GE0049'TRACK, 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET
 GE0049'NORTH OF A POLE.  A STANDARD DISK, STAMPED F 53 1934 AND SET IN
 GE0049'THE TOP OF A CONCRETE POST.  NOTE-- THE ST. LOUIS-SAN FRANCISCO
 GE0049'RAILWAY HAS BEEN ABANDONED AS OF FEBRUARY 1945.
 GE0049
 GE0049                          STATION RECOVERY (1965)
 GE0049
 GE0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GE0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0008 ***********************************************************************
 HC0008  DESIGNATION -  F 54
 HC0008  PID         -  HC0008
 HC0008  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0008  USGS QUAD   -  WEINGARTEN (1980)
 HC0008
 HC0008                         *CURRENT SURVEY CONTROL
 HC0008  ___________________________________________________________________
 HC0008* NAD 83(1986)-  37 55 15.     (N)    090 11 05.     (W)     SCALED    
 HC0008* NAVD 88     -       232.053  (meters)     761.33   (feet)  ADJUSTED  
 HC0008  ___________________________________________________________________
 HC0008  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HC0008  DYNAMIC HT  -         231.888 (meters)     760.79  (feet)  COMP
 HC0008  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 HC0008
 HC0008  VERT ORDER  -  SECOND    CLASS 0
 HC0008
 HC0008.The horizontal coordinates were scaled from a topographic map and have
 HC0008.an estimated accuracy of +/- 6 seconds.
 HC0008
 HC0008.The orthometric height was determined by differential leveling
 HC0008.and adjusted by the National Geodetic Survey in June 1991..
 HC0008
 HC0008.The geoid height was determined by GEOID03.
 HC0008
 HC0008.The dynamic height is computed by dividing the NAVD 88
 HC0008.geopotential number by the normal gravity value computed on the
 HC0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0008.degrees latitude (g = 980.6199 gals.).
 HC0008
 HC0008.The modeled gravity was interpolated from observed gravity values.
 HC0008
 HC0008;                    North         East    Units  Estimated Accuracy
 HC0008;SPC MO E     -   231,690.      277,720.      MT  (+/- 180 meters Scaled)
 HC0008
 HC0008                          SUPERSEDED SURVEY CONTROL
 HC0008
 HC0008  NGVD 29 (??/??/92)  232.118  (m)          761.54   (f) ADJ UNCH    2 0
 HC0008
 HC0008.Superseded values are not recommended for survey control.
 HC0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0008.See file dsdata.txt to determine how the superseded data were derived.
 HC0008
 HC0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC474007(NAD 83)
 HC0008_MARKER: DB = BENCH MARK DISK
 HC0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0008_STAMPING: F 54 1934
 HC0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0008+STABILITY: SURFACE MOTION
 HC0008
 HC0008  HISTORY     - Date     Condition        Report By
 HC0008  HISTORY     - 1934     MONUMENTED       CGS
 HC0008
 HC0008                          STATION DESCRIPTION
 HC0008
 HC0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0008'2.9 MI E FROM WEINGARTEN.
 HC0008'2.9 MILES EAST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM THE STATION
 HC0008'AT WEINGARTEN, AT THE OVERPASS OF STATE HIGHWAY 32, AT THE EAST
 HC0008'END OF THE CONCRETE BENT SOUTH OF THE TRACK, IN THE TOP OF THE
 HC0008'NORTHEAST CORNER OF THE CONCRETE FOOTING AND 12 FEET SOUTH OF THE
 HC0008'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 54 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0328 ***********************************************************************
 HC0328  DESIGNATION -  F 55
 HC0328  PID         -  HC0328
 HC0328  STATE/COUNTY-  MO/ST FRANCOIS
 HC0328  USGS QUAD   -  FLAT RIVER (1982)
 HC0328
 HC0328                         *CURRENT SURVEY CONTROL
 HC0328  ___________________________________________________________________
 HC0328* NAD 83(1986)-  37 46 56.     (N)    090 37 23.     (W)     SCALED    
 HC0328* NAVD 88     -       303.747  (meters)     996.54   (feet)  ADJUSTED  
 HC0328  ___________________________________________________________________
 HC0328  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 HC0328  DYNAMIC HT  -         303.527 (meters)     995.82  (feet)  COMP
 HC0328  MODELED GRAV-     979,898.1   (mgal)                       NAVD 88
 HC0328
 HC0328  VERT ORDER  -  SECOND    CLASS 0
 HC0328
 HC0328.The horizontal coordinates were scaled from a topographic map and have
 HC0328.an estimated accuracy of +/- 6 seconds.
 HC0328
 HC0328.The orthometric height was determined by differential leveling
 HC0328.and adjusted by the National Geodetic Survey in June 1991..
 HC0328
 HC0328.The geoid height was determined by GEOID03.
 HC0328
 HC0328.The dynamic height is computed by dividing the NAVD 88
 HC0328.geopotential number by the normal gravity value computed on the
 HC0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0328.degrees latitude (g = 980.6199 gals.).
 HC0328
 HC0328.The modeled gravity was interpolated from observed gravity values.
 HC0328
 HC0328;                    North         East    Units  Estimated Accuracy
 HC0328;SPC MO E     -   216,270.      239,160.      MT  (+/- 180 meters Scaled)
 HC0328
 HC0328                          SUPERSEDED SURVEY CONTROL
 HC0328
 HC0328  NGVD 29 (??/??/92)  303.769  (m)          996.62   (f) ADJ UNCH    2 0
 HC0328
 HC0328.Superseded values are not recommended for survey control.
 HC0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0328.See file dsdata.txt to determine how the superseded data were derived.
 HC0328
 HC0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB093843(NAD 83)
 HC0328_MARKER: DB = BENCH MARK DISK
 HC0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0328_STAMPING: F 55 1934
 HC0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0328+STABILITY: SURFACE MOTION
 HC0328
 HC0328  HISTORY     - Date     Condition        Report By
 HC0328  HISTORY     - 1934     MONUMENTED       CGS
 HC0328
 HC0328                          STATION DESCRIPTION
 HC0328
 HC0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0328'1.2 MI N FROM BISMARCK.
 HC0328'1.2 MILES NORTH ALONG THE MISSOURI-ILLINOIS RAILROAD FROM THE
 HC0328'STATION AT BISMARCK, ST. FRANCOIS COUNTY, TWO POLES SOUTH OF
 HC0328'MILEPOST 125, AT A ROAD CROSSING, 49 FEET WEST OF THE CENTERLINE
 HC0328'OF THE TRACK, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 10
 HC0328'FEET NORTH OF A FENCE CORNER, AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 HC0328'FENCE.  A STANDARD DISK, STAMPED F 55 1934 AND SET IN THE
 HC0328'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0027 ***********************************************************************
 HC0027  DESIGNATION -  F 56
 HC0027  PID         -  HC0027
 HC0027  STATE/COUNTY-  MO/ST FRANCOIS
 HC0027  USGS QUAD   -  WACHITA MOUNTAIN (1980)
 HC0027
 HC0027                         *CURRENT SURVEY CONTROL
 HC0027  ___________________________________________________________________
 HC0027* NAD 83(1986)-  37 44 39.     (N)    090 25 43.     (W)     SCALED    
 HC0027* NAVD 88     -       257.761  (meters)     845.67   (feet)  ADJUSTED  
 HC0027  ___________________________________________________________________
 HC0027  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HC0027  DYNAMIC HT  -         257.574 (meters)     845.06  (feet)  COMP
 HC0027  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 HC0027
 HC0027  VERT ORDER  -  SECOND    CLASS 0
 HC0027
 HC0027.The horizontal coordinates were scaled from a topographic map and have
 HC0027.an estimated accuracy of +/- 6 seconds.
 HC0027
 HC0027.The orthometric height was determined by differential leveling
 HC0027.and adjusted by the National Geodetic Survey in June 1991..
 HC0027
 HC0027.The geoid height was determined by GEOID03.
 HC0027
 HC0027.The dynamic height is computed by dividing the NAVD 88
 HC0027.geopotential number by the normal gravity value computed on the
 HC0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0027.degrees latitude (g = 980.6199 gals.).
 HC0027
 HC0027.The modeled gravity was interpolated from observed gravity values.
 HC0027
 HC0027;                    North         East    Units  Estimated Accuracy
 HC0027;SPC MO E     -   212,040.      256,290.      MT  (+/- 180 meters Scaled)
 HC0027
 HC0027                          SUPERSEDED SURVEY CONTROL
 HC0027
 HC0027  NGVD 29 (??/??/92)  257.823  (m)          845.87   (f) ADJ UNCH    2 0
 HC0027
 HC0027.Superseded values are not recommended for survey control.
 HC0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0027.See file dsdata.txt to determine how the superseded data were derived.
 HC0027
 HC0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB265805(NAD 83)
 HC0027_MARKER: DB = BENCH MARK DISK
 HC0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0027_STAMPING: F 56 1934
 HC0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0027+STABILITY: SURFACE MOTION
 HC0027
 HC0027  HISTORY     - Date     Condition        Report By
 HC0027  HISTORY     - 1934     MONUMENTED       CGS
 HC0027
 HC0027                          STATION DESCRIPTION
 HC0027
 HC0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0027'2 MI S FROM DE LASSUS.
 HC0027'2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0027'STATION AT DE LASSUS, ST. FRANCOIS COUNTY, 357 FEET WEST OF
 HC0027'MILEPOST 89, 39 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 15
 HC0027'FEET WEST OF A COUNTY ROAD, 9 FEET NORTHWEST OF A TELEPHONE POLE,
 HC0027'AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED F 56 1934
 HC0027'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0577 ***********************************************************************
 HC0577  DESIGNATION -  F 57
 HC0577  PID         -  HC0577
 HC0577  STATE/COUNTY-  MO/TEXAS
 HC0577  USGS QUAD   -  LICKING (1981)
 HC0577
 HC0577                         *CURRENT SURVEY CONTROL
 HC0577  ___________________________________________________________________
 HC0577* NAD 83(1986)-  37 29 56.     (N)    091 51 38.     (W)     SCALED    
 HC0577* NAVD 88     -       382.364  (meters)    1254.47   (feet)  ADJUSTED  
 HC0577  ___________________________________________________________________
 HC0577  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HC0577  DYNAMIC HT  -         382.060 (meters)    1253.48  (feet)  COMP
 HC0577  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 HC0577
 HC0577  VERT ORDER  -  SECOND    CLASS 0
 HC0577
 HC0577.The horizontal coordinates were scaled from a topographic map and have
 HC0577.an estimated accuracy of +/- 6 seconds.
 HC0577
 HC0577.The orthometric height was determined by differential leveling
 HC0577.and adjusted by the National Geodetic Survey in June 1991..
 HC0577
 HC0577.The geoid height was determined by GEOID03.
 HC0577
 HC0577.The dynamic height is computed by dividing the NAVD 88
 HC0577.geopotential number by the normal gravity value computed on the
 HC0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0577.degrees latitude (g = 980.6199 gals.).
 HC0577
 HC0577.The modeled gravity was interpolated from observed gravity values.
 HC0577
 HC0577;                    North         East    Units  Estimated Accuracy
 HC0577;SPC MO C     -   185,010.      556,540.      MT  (+/- 180 meters Scaled)
 HC0577
 HC0577                          SUPERSEDED SURVEY CONTROL
 HC0577
 HC0577  NGVD 29 (??/??/92)  382.251  (m)         1254.10   (f) ADJ UNCH    2 0
 HC0577
 HC0577.Superseded values are not recommended for survey control.
 HC0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0577.See file dsdata.txt to determine how the superseded data were derived.
 HC0577
 HC0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB007508(NAD 83)
 HC0577_MARKER: DB = BENCH MARK DISK
 HC0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0577_SP_SET: CULVERT
 HC0577_STAMPING: F 57 1934
 HC0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0577
 HC0577  HISTORY     - Date     Condition        Report By
 HC0577  HISTORY     - 1934     MONUMENTED       CGS
 HC0577  HISTORY     - 1935     GOOD             NGS
 HC0577
 HC0577                          STATION DESCRIPTION
 HC0577
 HC0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0577'AT LICKING.
 HC0577'AT LICKING, TEXAS COUNTY, ON STATE HIGHWAY 32, 216 FEET EAST OF
 HC0577'THE WEST CITY-LIMIT SIGN, AT THE FIRST HIGHWAY CULVERT WEST OF
 HC0577'THE JUNCTION OF U.S. HIGHWAY 63, IN THE TOP OF THE NORTH
 HC0577'HEADWALL, AND 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 HC0577'A STANDARD DISK, STAMPED F 57 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0578 ***********************************************************************
 HC0578  DESIGNATION -  F 57 RESET
 HC0578  PID         -  HC0578
 HC0578  STATE/COUNTY-  MO/TEXAS
 HC0578  USGS QUAD   -  LICKING (1981)
 HC0578
 HC0578                         *CURRENT SURVEY CONTROL
 HC0578  ___________________________________________________________________
 HC0578* NAD 83(1986)-  37 29 56.     (N)    091 51 37.     (W)     SCALED    
 HC0578* NAVD 88     -       381.992  (meters)    1253.25   (feet)  ADJUSTED  
 HC0578  ___________________________________________________________________
 HC0578  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HC0578  DYNAMIC HT  -         381.689 (meters)    1252.26  (feet)  COMP
 HC0578  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 HC0578
 HC0578  VERT ORDER  -  FIRST     CLASS II
 HC0578
 HC0578.The horizontal coordinates were scaled from a topographic map and have
 HC0578.an estimated accuracy of +/- 6 seconds.
 HC0578
 HC0578.The orthometric height was determined by differential leveling
 HC0578.and adjusted by the National Geodetic Survey in June 1991..
 HC0578
 HC0578.The geoid height was determined by GEOID03.
 HC0578
 HC0578.The dynamic height is computed by dividing the NAVD 88
 HC0578.geopotential number by the normal gravity value computed on the
 HC0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0578.degrees latitude (g = 980.6199 gals.).
 HC0578
 HC0578.The modeled gravity was interpolated from observed gravity values.
 HC0578
 HC0578;                    North         East    Units  Estimated Accuracy
 HC0578;SPC MO C     -   185,010.      556,570.      MT  (+/- 180 meters Scaled)
 HC0578
 HC0578                          SUPERSEDED SURVEY CONTROL
 HC0578
 HC0578  NGVD 29 (10/05/93)  381.882  (m)         1252.89   (f) ADJUSTED    1 2
 HC0578
 HC0578.Superseded values are not recommended for survey control.
 HC0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0578.See file dsdata.txt to determine how the superseded data were derived.
 HC0578
 HC0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB007508(NAD 83)
 HC0578_MARKER: DB = BENCH MARK DISK
 HC0578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HC0578_SP_SET: CULVERT HEADWALL
 HC0578_STAMPING: F 57 RESET 1974
 HC0578_MARK LOGO: NGS   
 HC0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0578+STABILITY: SURFACE MOTION
 HC0578
 HC0578  HISTORY     - Date     Condition        Report By
 HC0578  HISTORY     - 1974     MONUMENTED       MOHC
 HC0578  HISTORY     - 1977     GOOD             NGS
 HC0578  HISTORY     - 1977     GOOD             NGS
 HC0578  HISTORY     - 19890718 GOOD             NGS
 HC0578  HISTORY     - 19970604 GOOD             MODNR
 HC0578
 HC0578                          STATION DESCRIPTION
 HC0578
 HC0578'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1974
 HC0578'AT LICKING.
 HC0578'AT LICKING, TEXAS COUNTY, ON STATE HIHGWAY 32, 216 FEET EAST OF
 HC0578'THE WEST CITY-LIMIT SIGN AT THE FIRST HIGHWAY CULVERT WEST OF
 HC0578'THE JUNCTION OF U.S. HIGHWAY 63, IN THE TOP OF THE NORTH HEADWALL,
 HC0578'AND 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 HC0578
 HC0578                          STATION RECOVERY (1977)
 HC0578
 HC0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0578'AT LICKING ON STATE HIGHWAY 32, AT THE FIRST HIGHWAY CULVERT WEST OF
 HC0578'THE JUNCTION OF U S HIGHWAY 63, IN TOP OF THE NORTH HEADWALL.
 HC0578
 HC0578                          STATION RECOVERY (1977)
 HC0578
 HC0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0578'AT LICKING ON STATE HIGHWAY 32, AT THE FIRST HIGHWAY CULVERT WEST OF
 HC0578'THE JUNCTION OF U S HIGHWAY 63, IN TOP OF THE NORTH HEADWALL.
 HC0578
 HC0578                          STATION RECOVERY (1989)
 HC0578
 HC0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0578'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1
 HC0578'MI) EAST ALONG STATE HIGHWAY 137 FROM ITS JUNCTION WITH U.S. HIGHWAY
 HC0578'63 IN LICKING, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF
 HC0578'THE NORTH CONCRETE HEADWALL OF A BOX CULVERT, 18.0 M (59.1 FT) WEST
 HC0578'OF THE MOST WESTERLY 1 OF 2 DRIVEWAYS LEADING TO A SHOPPING MALL,
 HC0578'10.6 M (34.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M
 HC0578'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 HC0578
 HC0578                          STATION RECOVERY (1997)
 HC0578
 HC0578'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 HC0578'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0123 ***********************************************************************
 HC0123  DESIGNATION -  F 58
 HC0123  PID         -  HC0123
 HC0123  STATE/COUNTY-  MO/WAYNE
 HC0123  USGS QUAD   -  GREENVILLE (1985)
 HC0123
 HC0123                         *CURRENT SURVEY CONTROL
 HC0123  ___________________________________________________________________
 HC0123* NAD 83(1986)-  37 12 07.     (N)    090 28 01.     (W)     SCALED    
 HC0123* NAVD 88     -       144.794  (meters)     475.05   (feet)  ADJUSTED  
 HC0123  ___________________________________________________________________
 HC0123  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HC0123  DYNAMIC HT  -         144.683 (meters)     474.68  (feet)  COMP
 HC0123  MODELED GRAV-     979,859.2   (mgal)                       NAVD 88
 HC0123
 HC0123  VERT ORDER  -  SECOND    CLASS 0
 HC0123
 HC0123.The horizontal coordinates were scaled from a topographic map and have
 HC0123.an estimated accuracy of +/- 6 seconds.
 HC0123
 HC0123.The orthometric height was determined by differential leveling
 HC0123.and adjusted by the National Geodetic Survey in June 1991..
 HC0123
 HC0123.The geoid height was determined by GEOID03.
 HC0123
 HC0123.The dynamic height is computed by dividing the NAVD 88
 HC0123.geopotential number by the normal gravity value computed on the
 HC0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0123.degrees latitude (g = 980.6199 gals.).
 HC0123
 HC0123.The modeled gravity was interpolated from observed gravity values.
 HC0123
 HC0123;                    North         East    Units  Estimated Accuracy
 HC0123;SPC MO E     -   151,860.      252,930.      MT  (+/- 180 meters Scaled)
 HC0123
 HC0123                          SUPERSEDED SURVEY CONTROL
 HC0123
 HC0123  NGVD 29 (??/??/92)  144.848  (m)          475.22   (f) ADJ UNCH    2 0
 HC0123
 HC0123.Superseded values are not recommended for survey control.
 HC0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0123.See file dsdata.txt to determine how the superseded data were derived.
 HC0123
 HC0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB248202(NAD 83)
 HC0123_MARKER: DB = BENCH MARK DISK
 HC0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0123_STAMPING: F 58 1934
 HC0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0123+STABILITY: SURFACE MOTION
 HC0123
 HC0123  HISTORY     - Date     Condition        Report By
 HC0123  HISTORY     - 1934     MONUMENTED       CGS
 HC0123  HISTORY     - 20020906 MARK NOT FOUND   USACE
 HC0123
 HC0123                          STATION DESCRIPTION
 HC0123
 HC0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0123'4.2 MI S FROM LODI.
 HC0123'4.2 MILES SOUTH ALONG U.S. HIGHWAY 67 FROM THE BENNET CREEK
 HC0123'BRIDGE AT LODI, WAYNE COUNTY, 0.9 MILE NORTH OF THE JUNCTION
 HC0123'OF STATE HIGHWAY 34, 180 FEET NORTH OF THE CENTER OF THE GATEWAY
 HC0123'IN FRONT OF THE HOME OF D.M. EVANS, 102 FEET NORTH OF A LONE
 HC0123'ELM TREE ABOUT 3 FEET IN DIAMETER AT IS BASE, 60 FEET SOUTHWEST
 HC0123'OF THE WEST END OF A SMALL CONCRETE HIGHWAY CULVERT, 48 FEET
 HC0123'WEST OF THE CENTERLINE OF THE HIGWAY, AND 1.5 FEET EAST OF THE
 HC0123'EVANS PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED F 58 1934
 HC0123'AND SET IN THE TOP OF A CONCRETE POST.
 HC0123
 HC0123                          STATION RECOVERY (2002)
 HC0123
 HC0123'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0247 ***********************************************************************
 JC0247  DESIGNATION -  F 59
 JC0247  PID         -  JC0247
 JC0247  STATE/COUNTY-  MO/JEFFERSON
 JC0247  USGS QUAD   -  HERCULANEUM (1993)
 JC0247
 JC0247                         *CURRENT SURVEY CONTROL
 JC0247  ___________________________________________________________________
 JC0247* NAD 83(1986)-  38 18 24.     (N)    090 22 30.     (W)     SCALED    
 JC0247* NAVD 88     -       126.383  (meters)     414.64   (feet)  ADJUSTED  
 JC0247  ___________________________________________________________________
 JC0247  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 JC0247  DYNAMIC HT  -         126.300 (meters)     414.37  (feet)  COMP
 JC0247  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 JC0247
 JC0247  VERT ORDER  -  SECOND    CLASS 0
 JC0247
 JC0247.The horizontal coordinates were scaled from a topographic map and have
 JC0247.an estimated accuracy of +/- 6 seconds.
 JC0247
 JC0247.The orthometric height was determined by differential leveling
 JC0247.and adjusted by the National Geodetic Survey in June 1991..
 JC0247
 JC0247.The geoid height was determined by GEOID03.
 JC0247
 JC0247.The dynamic height is computed by dividing the NAVD 88
 JC0247.geopotential number by the normal gravity value computed on the
 JC0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0247.degrees latitude (g = 980.6199 gals.).
 JC0247
 JC0247.The modeled gravity was interpolated from observed gravity values.
 JC0247
 JC0247;                    North         East    Units  Estimated Accuracy
 JC0247;SPC MO E     -   274,480.      260,930.      MT  (+/- 180 meters Scaled)
 JC0247
 JC0247                          SUPERSEDED SURVEY CONTROL
 JC0247
 JC0247  NGVD 29 (??/??/92)  126.504  (m)          415.04   (f) ADJ UNCH    2 0
 JC0247
 JC0247.Superseded values are not recommended for survey control.
 JC0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0247.See file dsdata.txt to determine how the superseded data were derived.
 JC0247
 JC0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC295431(NAD 83)
 JC0247_MARKER: DB = BENCH MARK DISK
 JC0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0247_STAMPING: F 59 1934
 JC0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0247+STABILITY: SURFACE MOTION
 JC0247
 JC0247  HISTORY     - Date     Condition        Report By
 JC0247  HISTORY     - 1934     MONUMENTED       CGS
 JC0247  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC0247
 JC0247                          STATION DESCRIPTION
 JC0247
 JC0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JC0247'2.3 MI N FROM PEVELY.
 JC0247'2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0247'STATION AT PEVELY, JEFFERSON COUNTY, NEAR MILEPOST 25, 406 FEET
 JC0247'SOUTH OF A CONCRETE POST STAMPED MP 25 1320-00 132 FEET SOUTH
 JC0247'OF A RIVER BEACON, 11 FEET WEST OF THE CENTERLINE OF THE TRACK,
 JC0247'IN THE FACE OF A LIMESTONE BLUFF, AND 2 FEET ABOVE THE LEVEL OF
 JC0247'THE TRACK.  A STANDARD DISK, STAMPED F 59 1934 AND SET
 JC0247'VERTICALLY.
 JC0247
 JC0247                          STATION RECOVERY (1987)
 JC0247
 JC0247'RECOVERY NOTE BY US POWER SQUADRON 1987 (VFK)
 JC0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0258 ***********************************************************************
 HD0258  DESIGNATION -  F 6
 HD0258  PID         -  HD0258
 HD0258  STATE/COUNTY-  MO/WEBSTER
 HD0258  USGS QUAD   -  FORDLAND (1982)
 HD0258
 HD0258                         *CURRENT SURVEY CONTROL
 HD0258  ___________________________________________________________________
 HD0258* NAD 83(1986)-  37 09 20.     (N)    092 56 48.     (W)     SCALED    
 HD0258* NAVD 88     -       488.472  (meters)    1602.60   (feet)  ADJUSTED  
 HD0258  ___________________________________________________________________
 HD0258  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 HD0258  DYNAMIC HT  -         488.075 (meters)    1601.29  (feet)  COMP
 HD0258  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 HD0258
 HD0258  VERT ORDER  -  FIRST     CLASS II
 HD0258
 HD0258.The horizontal coordinates were scaled from a topographic map and have
 HD0258.an estimated accuracy of +/- 6 seconds.
 HD0258
 HD0258.The orthometric height was determined by differential leveling
 HD0258.and adjusted by the National Geodetic Survey in June 1991..
 HD0258
 HD0258.The geoid height was determined by GEOID03.
 HD0258
 HD0258.The dynamic height is computed by dividing the NAVD 88
 HD0258.geopotential number by the normal gravity value computed on the
 HD0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0258.degrees latitude (g = 980.6199 gals.).
 HD0258
 HD0258.The modeled gravity was interpolated from observed gravity values.
 HD0258
 HD0258;                    North         East    Units  Estimated Accuracy
 HD0258;SPC MO C     -   146,810.      460,330.      MT  (+/- 180 meters Scaled)
 HD0258
 HD0258                          SUPERSEDED SURVEY CONTROL
 HD0258
 HD0258  NGVD 29 (??/??/92)  488.320  (m)         1602.10   (f) ADJ UNCH    1 2
 HD0258
 HD0258.Superseded values are not recommended for survey control.
 HD0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0258.See file dsdata.txt to determine how the superseded data were derived.
 HD0258
 HD0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB047121(NAD 83)
 HD0258_MARKER: DB = BENCH MARK DISK
 HD0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0258_STAMPING: 1602.097 F 6 1928
 HD0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0258+STABILITY: SURFACE MOTION
 HD0258
 HD0258  HISTORY     - Date     Condition        Report By
 HD0258  HISTORY     - 1928     MONUMENTED       CGS
 HD0258  HISTORY     - 1934     GOOD             NGS
 HD0258  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0258  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0258  HISTORY     - 19891003 MARK NOT FOUND   NGS
 HD0258
 HD0258                          STATION DESCRIPTION
 HD0258
 HD0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0258'0.4 MI W FROM FORDLAND.
 HD0258'0.4 MILE WEST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0258'THE STATION AT FORDLAND, WEBSTER COUNTY, AT THE FIRST CURVE WEST
 HD0258'OF THE STATION AND AT A PRIVATE ROAD CROSSING, 49 FEET
 HD0258'NORTHWEST OF THE CENTER OF THE CROSSING, 44-1/2 FEET NORTHWEST
 HD0258'OF THE CENTERLINE OF THE MAIN TRACK, 44 FEET WEST OF POLE 226-4,
 HD0258'6 FEET NORTHWEST OF THE LINE OF POLES, 14-1/2 FEET SOUTHWEST
 HD0258'OF THE WEST GATEPOST, AND 4 FEET SOUTHEAST OF THE NORTHWEST
 HD0258'RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED 1602.097 F 6 1928
 HD0258'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 HD0258'GROUND.
 HD0258
 HD0258                          STATION RECOVERY (1979)
 HD0258
 HD0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0258'MARK NOT FOUND.
 HD0258
 HD0258                          STATION RECOVERY (1979)
 HD0258
 HD0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0258'MARK NOT FOUND.
 HD0258
 HD0258                          STATION RECOVERY (1989)
 HD0258
 HD0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1271 ***********************************************************************
 JD1271  DESIGNATION -  F 6 B 1
 JD1271  PID         -  JD1271
 JD1271  STATE/COUNTY-  MO/BENTON
 JD1271  USGS QUAD   -  LINCOLN (1961)
 JD1271
 JD1271                         *CURRENT SURVEY CONTROL
 JD1271  ___________________________________________________________________
 JD1271* NAD 83(1986)-  38 22 50.     (N)    093 20 06.     (W)     SCALED    
 JD1271* NAVD 88     -       293.936  (meters)     964.36   (feet)  ADJUSTED  
 JD1271  ___________________________________________________________________
 JD1271  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JD1271  DYNAMIC HT  -         293.730 (meters)     963.68  (feet)  COMP
 JD1271  MODELED GRAV-     979,919.6   (mgal)                       NAVD 88
 JD1271
 JD1271  VERT ORDER  -  SECOND    CLASS 0
 JD1271
 JD1271.The horizontal coordinates were scaled from a topographic map and have
 JD1271.an estimated accuracy of +/- 6 seconds.
 JD1271
 JD1271.The orthometric height was determined by differential leveling
 JD1271.and adjusted by the National Geodetic Survey in June 1991..
 JD1271
 JD1271.The geoid height was determined by GEOID03.
 JD1271
 JD1271.The dynamic height is computed by dividing the NAVD 88
 JD1271.geopotential number by the normal gravity value computed on the
 JD1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1271.degrees latitude (g = 980.6199 gals.).
 JD1271
 JD1271.The modeled gravity was interpolated from observed gravity values.
 JD1271
 JD1271;                    North         East    Units  Estimated Accuracy
 JD1271;SPC MO C     -   283,000.      427,050.      MT  (+/- 180 meters Scaled)
 JD1271
 JD1271                          SUPERSEDED SURVEY CONTROL
 JD1271
 JD1271  NGVD 29 (??/??/92)  293.81   (m)          963.9    (f) COMPUTED    2 0
 JD1271
 JD1271.Superseded values are not recommended for survey control.
 JD1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1271.See file dsdata.txt to determine how the superseded data were derived.
 JD1271
 JD1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC707480(NAD 83)
 JD1271_MARKER: DZ = AZIMUTH MARK DISK
 JD1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1271_STAMPING: F6 B1
 JD1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1271+STABILITY: SURFACE MOTION
 JD1271
 JD1271  HISTORY     - Date     Condition        Report By
 JD1271  HISTORY     - UNK      MONUMENTED       DOD
 JD1271  HISTORY     - 1963     GOOD             NGS
 JD1271
 JD1271                          STATION DESCRIPTION
 JD1271
 JD1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1271'1 MI S FROM LINCOLN.
 JD1271'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 JD1271'LINCOLN, THENCE 0.8 MILE SOUTH ALONG U.S. HIGHWAY 65, 98 FEET
 JD1271'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND THE TOP SURFACE
 JD1271'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 JD1271'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1270 ***********************************************************************
 JD1270  DESIGNATION -  F 6 B 2
 JD1270  PID         -  JD1270
 JD1270  STATE/COUNTY-  MO/BENTON
 JD1270  USGS QUAD   -  LINCOLN (1961)
 JD1270
 JD1270                         *CURRENT SURVEY CONTROL
 JD1270  ___________________________________________________________________
 JD1270* NAD 83(1986)-  38 22 46.     (N)    093 19 53.     (W)     SCALED    
 JD1270* NAVD 88     -       291.548  (meters)     956.52   (feet)  ADJUSTED  
 JD1270  ___________________________________________________________________
 JD1270  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JD1270  DYNAMIC HT  -         291.343 (meters)     955.85  (feet)  COMP
 JD1270  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 JD1270
 JD1270  VERT ORDER  -  SECOND    CLASS 0
 JD1270
 JD1270.The horizontal coordinates were scaled from a topographic map and have
 JD1270.an estimated accuracy of +/- 6 seconds.
 JD1270
 JD1270.The orthometric height was determined by differential leveling
 JD1270.and adjusted by the National Geodetic Survey in June 1991..
 JD1270
 JD1270.The geoid height was determined by GEOID03.
 JD1270
 JD1270.The dynamic height is computed by dividing the NAVD 88
 JD1270.geopotential number by the normal gravity value computed on the
 JD1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1270.degrees latitude (g = 980.6199 gals.).
 JD1270
 JD1270.The modeled gravity was interpolated from observed gravity values.
 JD1270
 JD1270;                    North         East    Units  Estimated Accuracy
 JD1270;SPC MO C     -   282,880.      427,360.      MT  (+/- 180 meters Scaled)
 JD1270
 JD1270                          SUPERSEDED SURVEY CONTROL
 JD1270
 JD1270  NGVD 29 (??/??/92)  291.421  (m)          956.10   (f) ADJ UNCH    2 0
 JD1270
 JD1270.Superseded values are not recommended for survey control.
 JD1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1270.See file dsdata.txt to determine how the superseded data were derived.
 JD1270
 JD1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC710479(NAD 83)
 JD1270_MARKER: DZ = AZIMUTH MARK DISK
 JD1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1270_STAMPING: F6 B2
 JD1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1270+STABILITY: SURFACE MOTION
 JD1270
 JD1270  HISTORY     - Date     Condition        Report By
 JD1270  HISTORY     - UNK      MONUMENTED       DOD
 JD1270  HISTORY     - 1963     GOOD             NGS
 JD1270
 JD1270                          STATION DESCRIPTION
 JD1270
 JD1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1270'1.4 MI SE FROM LINCOLN.
 JD1270'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 JD1270'LINCOLN, THENCE 0.9 MILE SOUTH ALONG U.S. HIGHWAY 65 TO LINCOLN
 JD1270'1948 RESET 1963 AZIMUTH MARK, THENCE 0.2 MILE EAST ALONG A FIELD
 JD1270'ROAD, 41 YARDS SOUTH OF A FENCE LINE, 34 YARDS SOUTH OF THE
 JD1270'CENTER LINE OF FIELD ROAD, AND THE TOP SURFACE OVER THE CENTER
 JD1270'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 JD1270'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1267 ***********************************************************************
 JD1267  DESIGNATION -  F 6 Z
 JD1267  PID         -  JD1267
 JD1267  STATE/COUNTY-  MO/BENTON
 JD1267  USGS QUAD   -  LINCOLN (1961)
 JD1267
 JD1267                         *CURRENT SURVEY CONTROL
 JD1267  ___________________________________________________________________
 JD1267* NAD 83(1986)-  38 22 34.     (N)    093 20 08.     (W)     SCALED    
 JD1267* NAVD 88     -       291.234  (meters)     955.49   (feet)  ADJUSTED  
 JD1267  ___________________________________________________________________
 JD1267  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JD1267  DYNAMIC HT  -         291.030 (meters)     954.82  (feet)  COMP
 JD1267  MODELED GRAV-     979,919.9   (mgal)                       NAVD 88
 JD1267
 JD1267  VERT ORDER  -  SECOND    CLASS 0
 JD1267
 JD1267.The horizontal coordinates were scaled from a topographic map and have
 JD1267.an estimated accuracy of +/- 6 seconds.
 JD1267
 JD1267.The orthometric height was determined by differential leveling
 JD1267.and adjusted by the National Geodetic Survey in June 1991..
 JD1267
 JD1267.The geoid height was determined by GEOID03.
 JD1267
 JD1267.The dynamic height is computed by dividing the NAVD 88
 JD1267.geopotential number by the normal gravity value computed on the
 JD1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1267.degrees latitude (g = 980.6199 gals.).
 JD1267
 JD1267.The modeled gravity was interpolated from observed gravity values.
 JD1267
 JD1267;                    North         East    Units  Estimated Accuracy
 JD1267;SPC MO C     -   282,510.      426,990.      MT  (+/- 180 meters Scaled)
 JD1267
 JD1267                          SUPERSEDED SURVEY CONTROL
 JD1267
 JD1267  NGVD 29 (??/??/92)  291.11   (m)          955.1    (f) COMPUTED    2 0
 JD1267
 JD1267.Superseded values are not recommended for survey control.
 JD1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1267.See file dsdata.txt to determine how the superseded data were derived.
 JD1267
 JD1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC706476(NAD 83)
 JD1267_MARKER: DB = BENCH MARK DISK
 JD1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1267_STAMPING: F 6 Z 1963
 JD1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1267+STABILITY: SURFACE MOTION
 JD1267
 JD1267  HISTORY     - Date     Condition        Report By
 JD1267  HISTORY     - 1963     MONUMENTED       CGS
 JD1267
 JD1267                          STATION DESCRIPTION
 JD1267
 JD1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1267'1.6 MI SE FROM LINCOLN.
 JD1267'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 JD1267'LINCOLN, THENCE 1.15 MILES SOUTH ALONG U.S. HIGHWAY 65, THENCE
 JD1267'0.15 MILE EAST ALONG STATE ROAD H, IN SECTION 34, T 42 N, R 22 W,
 JD1267'33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 68.2 FEET SOUTH
 JD1267'OF AND ACROSS THE ROAD FROM F 6 Z R.M. 1, 71.0 FEET WEST OF F 6 Z
 JD1267'R.M. 2, 7 FEET WEST OF A CORNER FENCE POST, 2.7 FEET NORTHEAST
 JD1267'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 JD1267'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JD1267'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1266 ***********************************************************************
 JD1266  DESIGNATION -  F 6 Z RM 1
 JD1266  PID         -  JD1266
 JD1266  STATE/COUNTY-  MO/BENTON
 JD1266  USGS QUAD   -  LINCOLN (1961)
 JD1266
 JD1266                         *CURRENT SURVEY CONTROL
 JD1266  ___________________________________________________________________
 JD1266* NAD 83(1986)-  38 22 35.     (N)    093 20 09.     (W)     SCALED    
 JD1266* NAVD 88     -       291.310  (meters)     955.74   (feet)  ADJUSTED  
 JD1266  ___________________________________________________________________
 JD1266  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JD1266  DYNAMIC HT  -         291.105 (meters)     955.07  (feet)  COMP
 JD1266  MODELED GRAV-     979,919.9   (mgal)                       NAVD 88
 JD1266
 JD1266  VERT ORDER  -  SECOND    CLASS 0
 JD1266
 JD1266.The horizontal coordinates were scaled from a topographic map and have
 JD1266.an estimated accuracy of +/- 6 seconds.
 JD1266
 JD1266.The orthometric height was determined by differential leveling
 JD1266.and adjusted by the National Geodetic Survey in June 1991..
 JD1266
 JD1266.The geoid height was determined by GEOID03.
 JD1266
 JD1266.The dynamic height is computed by dividing the NAVD 88
 JD1266.geopotential number by the normal gravity value computed on the
 JD1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1266.degrees latitude (g = 980.6199 gals.).
 JD1266
 JD1266.The modeled gravity was interpolated from observed gravity values.
 JD1266
 JD1266;                    North         East    Units  Estimated Accuracy
 JD1266;SPC MO C     -   282,540.      426,970.      MT  (+/- 180 meters Scaled)
 JD1266
 JD1266                          SUPERSEDED SURVEY CONTROL
 JD1266
 JD1266  NGVD 29 (??/??/92)  291.18   (m)          955.3    (f) COMPUTED    2 0
 JD1266
 JD1266.Superseded values are not recommended for survey control.
 JD1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1266.See file dsdata.txt to determine how the superseded data were derived.
 JD1266
 JD1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC706476(NAD 83)
 JD1266_MARKER: DB = BENCH MARK DISK
 JD1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1266_STAMPING: F 6 Z NO 1 1963
 JD1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1266+STABILITY: SURFACE MOTION
 JD1266
 JD1266  HISTORY     - Date     Condition        Report By
 JD1266  HISTORY     - 1963     MONUMENTED       CGS
 JD1266
 JD1266                          STATION DESCRIPTION
 JD1266
 JD1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1266'1.6 MI SE FROM LINCOLN.
 JD1266'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 JD1266'LINCOLN, THENCE 1.15 MILES SOUTH ALONG U.S. HIGHWAY 65, THENCE
 JD1266'0.15 MILE EAST ALONG STATE ROAD H, 35 FEET NORTH OF THE CENTER
 JD1266'LINE OF THE ROAD, 68 FEET NORTH OF AND ACROSS THE ROAD FROM F 6 Z
 JD1266'1963, 1.0 FOOT NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF
 JD1266'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JD1266'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1268 ***********************************************************************
 JD1268  DESIGNATION -  F 6 Z RM 2
 JD1268  PID         -  JD1268
 JD1268  STATE/COUNTY-  MO/BENTON
 JD1268  USGS QUAD   -  LINCOLN (1961)
 JD1268
 JD1268                         *CURRENT SURVEY CONTROL
 JD1268  ___________________________________________________________________
 JD1268* NAD 83(1986)-  38 22 34.     (N)    093 20 08.     (W)     SCALED    
 JD1268* NAVD 88     -       290.932  (meters)     954.50   (feet)  ADJUSTED  
 JD1268  ___________________________________________________________________
 JD1268  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JD1268  DYNAMIC HT  -         290.728 (meters)     953.83  (feet)  COMP
 JD1268  MODELED GRAV-     979,919.9   (mgal)                       NAVD 88
 JD1268
 JD1268  VERT ORDER  -  SECOND    CLASS 0
 JD1268
 JD1268.The horizontal coordinates were scaled from a topographic map and have
 JD1268.an estimated accuracy of +/- 6 seconds.
 JD1268
 JD1268.The orthometric height was determined by differential leveling
 JD1268.and adjusted by the National Geodetic Survey in June 1991..
 JD1268
 JD1268.The geoid height was determined by GEOID03.
 JD1268
 JD1268.The dynamic height is computed by dividing the NAVD 88
 JD1268.geopotential number by the normal gravity value computed on the
 JD1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1268.degrees latitude (g = 980.6199 gals.).
 JD1268
 JD1268.The modeled gravity was interpolated from observed gravity values.
 JD1268
 JD1268;                    North         East    Units  Estimated Accuracy
 JD1268;SPC MO C     -   282,510.      426,990.      MT  (+/- 180 meters Scaled)
 JD1268
 JD1268                          SUPERSEDED SURVEY CONTROL
 JD1268
 JD1268  NGVD 29 (??/??/92)  290.81   (m)          954.1    (f) COMPUTED    2 0
 JD1268
 JD1268.Superseded values are not recommended for survey control.
 JD1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1268.See file dsdata.txt to determine how the superseded data were derived.
 JD1268
 JD1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC706476(NAD 83)
 JD1268_MARKER: DR = REFERENCE MARK DISK
 JD1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1268_STAMPING: F 6 Z NO 2 1963
 JD1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1268+STABILITY: SURFACE MOTION
 JD1268
 JD1268  HISTORY     - Date     Condition        Report By
 JD1268  HISTORY     - 1963     MONUMENTED       CGS
 JD1268
 JD1268                          STATION DESCRIPTION
 JD1268
 JD1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1268'1.6 MI SE FROM LINCOLN.
 JD1268'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 JD1268'LINCOLN, THENCE 1.15 MILES SOUTH ALONG U.S. HIGHWAY 65, THENCE
 JD1268'0.15 MILE EAST ALONG STATE ROAD H, IN SECTION 34, T 42 N,
 JD1268'R 22 W, 36 FEET SOUTH OF THE CENTER LINE OF STATE ROAD H, 71.0
 JD1268'FEET EAST OF F 6 Z 1963, 1.0 FOOT NORTH OF A FENCE, ABOUT 2 1/2
 JD1268'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD1268'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0588 ***********************************************************************
 GF0588  DESIGNATION -  F 60
 GF0588  PID         -  GF0588
 GF0588  STATE/COUNTY-  MO/LAWRENCE
 GF0588  USGS QUAD   -  AURORA (1974)
 GF0588
 GF0588                         *CURRENT SURVEY CONTROL
 GF0588  ___________________________________________________________________
 GF0588* NAD 83(1986)-  36 58 33.     (N)    093 41 03.     (W)     SCALED    
 GF0588* NAVD 88     -       423.646  (meters)    1389.91   (feet)  ADJUSTED  
 GF0588  ___________________________________________________________________
 GF0588  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GF0588  DYNAMIC HT  -         423.287 (meters)    1388.73  (feet)  COMP
 GF0588  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 GF0588
 GF0588  VERT ORDER  -  FIRST     CLASS II
 GF0588
 GF0588.The horizontal coordinates were scaled from a topographic map and have
 GF0588.an estimated accuracy of +/- 6 seconds.
 GF0588
 GF0588.The orthometric height was determined by differential leveling
 GF0588.and adjusted by the National Geodetic Survey in June 1991..
 GF0588
 GF0588.The geoid height was determined by GEOID03.
 GF0588
 GF0588.The dynamic height is computed by dividing the NAVD 88
 GF0588.geopotential number by the normal gravity value computed on the
 GF0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0588.degrees latitude (g = 980.6199 gals.).
 GF0588
 GF0588.The modeled gravity was interpolated from observed gravity values.
 GF0588
 GF0588;                    North         East    Units  Estimated Accuracy
 GF0588;SPC MO W     -    90,100.      922,640.      MT  (+/- 180 meters Scaled)
 GF0588
 GF0588                          SUPERSEDED SURVEY CONTROL
 GF0588
 GF0588  NGVD 29 (10/05/93)  423.473  (m)         1389.34   (f) ADJUSTED    1 2
 GF0588
 GF0588.Superseded values are not recommended for survey control.
 GF0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0588.See file dsdata.txt to determine how the superseded data were derived.
 GF0588
 GF0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA391924(NAD 83)
 GF0588_MARKER: DB = BENCH MARK DISK
 GF0588_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GF0588_SP_SET: PIER
 GF0588_STAMPING: F 60 1934
 GF0588_MARK LOGO: CGS   
 GF0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0588+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1989
 GF0588
 GF0588  HISTORY     - Date     Condition        Report By
 GF0588  HISTORY     - 1934     MONUMENTED       CGS
 GF0588  HISTORY     - 19891020 GOOD             NGS
 GF0588
 GF0588                          STATION DESCRIPTION
 GF0588
 GF0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0588'1.9 MI E FROM AURORA.
 GF0588'1.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GF0588'STATION AT AURORA, LAWRENCE COUNTY, 0.2 MILE NORTHWEST OF
 GF0588'MILEPOST 487, AT CONCRETE BRIDGE H 299 OVER U.S. HIGHWAY 60,
 GF0588'IN THE SOUTH FACE OF THE BASE OF A CONCRETE PIER, 10 FEET NORTH
 GF0588'OF THE CENTERLINE OF THE TRACK, AND 4 FEET HIGHER THAN THE
 GF0588'TRACK.  A STANDARD DISK, STAMPED F 60 1934 AND SET VERTICALLY.
 GF0588
 GF0588                          STATION RECOVERY (1989)
 GF0588
 GF0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0588'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.0 KM
 GF0588'(1.85 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS
 GF0588'JUNCTION WITH COUNTY ROAD K IN AURORA, SET VERTICALLY IN THE SOUTH
 GF0588'FACE OF THE CONCRETE BASE OF THE FIRST PIER NORTH OF THE TRACKS, 3.3
 GF0588'M (10.8 FT) WEST OF THE EAST END OF THE BASE, 2.9 M (9.5 FT) EAST OF
 GF0588'THE WEST END OF THE BASE, 2.3 M (7.5 FT) NORTH OF THE NEAR RAIL, AND
 GF0588'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0229 ***********************************************************************
 GF0229  DESIGNATION -  F 61
 GF0229  PID         -  GF0229
 GF0229  STATE/COUNTY-  MO/TANEY
 GF0229  USGS QUAD   -  GARBER (1989)
 GF0229
 GF0229                         *CURRENT SURVEY CONTROL
 GF0229  ___________________________________________________________________
 GF0229* NAD 83(1986)-  36 39 44.     (N)    093 16 01.     (W)     SCALED    
 GF0229* NAVD 88     -       241.510  (meters)     792.35   (feet)  ADJUSTED  
 GF0229  ___________________________________________________________________
 GF0229  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GF0229  DYNAMIC HT  -         241.303 (meters)     791.67  (feet)  COMP
 GF0229  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 GF0229
 GF0229  VERT ORDER  -  SECOND    CLASS 0
 GF0229
 GF0229.The horizontal coordinates were scaled from a topographic map and have
 GF0229.an estimated accuracy of +/- 6 seconds.
 GF0229
 GF0229.The orthometric height was determined by differential leveling
 GF0229.and adjusted by the National Geodetic Survey in June 1991..
 GF0229
 GF0229.The geoid height was determined by GEOID03.
 GF0229
 GF0229.The dynamic height is computed by dividing the NAVD 88
 GF0229.geopotential number by the normal gravity value computed on the
 GF0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0229.degrees latitude (g = 980.6199 gals.).
 GF0229
 GF0229.The modeled gravity was interpolated from observed gravity values.
 GF0229
 GF0229;                    North         East    Units  Estimated Accuracy
 GF0229;SPC MO C     -    92,240.      431,440.      MT  (+/- 180 meters Scaled)
 GF0229
 GF0229                          SUPERSEDED SURVEY CONTROL
 GF0229
 GF0229  NGVD 29 (??/??/92)  241.379  (m)          791.92   (f) ADJ UNCH    2 0
 GF0229
 GF0229.Superseded values are not recommended for survey control.
 GF0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0229.See file dsdata.txt to determine how the superseded data were derived.
 GF0229
 GF0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA761574(NAD 83)
 GF0229_MARKER: DB = BENCH MARK DISK
 GF0229_SETTING: 66 = SET IN ROCK OUTCROP
 GF0229_SP_SET: ROCK OUTCROP
 GF0229_STAMPING: F 61 1934
 GF0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0229+STABILITY: POSITION/ELEVATION WELL
 GF0229
 GF0229  HISTORY     - Date     Condition        Report By
 GF0229  HISTORY     - 1934     MONUMENTED       CGS
 GF0229
 GF0229                          STATION DESCRIPTION
 GF0229
 GF0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0229'4.1 MI NW FROM BRANSON.
 GF0229'4.1 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GF0229'STATION AT BRANSON, TANEY COUNTY, 0.4 MILE NORTHWEST OF THE SWITCH
 GF0229'AT GRETNA, 0.15 MILE NORTHWEST OF POLE 451+10, 110 FEET NORTHWEST
 GF0229'OF THE CENTER OF A ROAD CROSSING, 89 FEET NORTHWEST OF THE
 GF0229'CENTERLINE OF THE WEST END OF A LIMESTONE BLOCK CULVERT, 32.7 FEET
 GF0229'WEST OF THE CENTERLINE OF THE TRACK, IN A LIMESTONE OUTCROP, AND
 GF0229'4 FEET HIGHER THAN THE BED OF THE TRACK.  A STANDARD DISK, STAMPED
 GF0229'F 61 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0160 ***********************************************************************
 GF0160  DESIGNATION -  F 62
 GF0160  PID         -  GF0160
 GF0160  STATE/COUNTY-  MO/TANEY
 GF0160  USGS QUAD   -  BRADLEYVILLE (1982)
 GF0160
 GF0160                         *CURRENT SURVEY CONTROL
 GF0160  ___________________________________________________________________
 GF0160* NAD 83(1986)-  36 46 42.     (N)    092 55 24.     (W)     SCALED    
 GF0160* NAVD 88     -       253.771  (meters)     832.58   (feet)  ADJUSTED  
 GF0160  ___________________________________________________________________
 GF0160  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GF0160  DYNAMIC HT  -         253.561 (meters)     831.89  (feet)  COMP
 GF0160  MODELED GRAV-     979,797.0   (mgal)                       NAVD 88
 GF0160
 GF0160  VERT ORDER  -  SECOND    CLASS 0
 GF0160
 GF0160.The horizontal coordinates were scaled from a topographic map and have
 GF0160.an estimated accuracy of +/- 6 seconds.
 GF0160
 GF0160.The orthometric height was determined by differential leveling
 GF0160.and adjusted by the National Geodetic Survey in June 1991..
 GF0160
 GF0160.The geoid height was determined by GEOID03.
 GF0160
 GF0160.The dynamic height is computed by dividing the NAVD 88
 GF0160.geopotential number by the normal gravity value computed on the
 GF0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0160.degrees latitude (g = 980.6199 gals.).
 GF0160
 GF0160.The modeled gravity was interpolated from observed gravity values.
 GF0160
 GF0160;                    North         East    Units  Estimated Accuracy
 GF0160;SPC MO C     -   104,940.      462,210.      MT  (+/- 180 meters Scaled)
 GF0160
 GF0160                          SUPERSEDED SURVEY CONTROL
 GF0160
 GF0160  NGVD 29 (??/??/92)  253.638  (m)          832.14   (f) ADJ UNCH    2 0
 GF0160
 GF0160.Superseded values are not recommended for survey control.
 GF0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0160.See file dsdata.txt to determine how the superseded data were derived.
 GF0160
 GF0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA068702(NAD 83)
 GF0160_MARKER: DB = BENCH MARK DISK
 GF0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0160_SP_SET: CULVERT
 GF0160_STAMPING: F 62 1934
 GF0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0160
 GF0160  HISTORY     - Date     Condition        Report By
 GF0160  HISTORY     - 1934     MONUMENTED       CGS
 GF0160
 GF0160                          STATION DESCRIPTION
 GF0160
 GF0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0160'1 MI SW FROM BRADLEYVILLE.
 GF0160'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 76 FROM THE JUNCTION
 GF0160'WITH COUNTY HIGHWAY A AT BRADLEYVILLE, TANEY COUNTY, 0.1 MILE
 GF0160'SOUTHEAST OF THE TOP OF A HILL AT A CURVE, 150 FEET SOUTHEAST
 GF0160'OF THE JUNCTION WITH A ROAD LEADING NORTH, AT A 6- BY 12-FOOT
 GF0160'CONCRETE BOX CULVERT OVER A GULCH, AND IN THE TOP OF THE EAST
 GF0160'END OF THE SOUTH HEADWALL.  A STANDARD DISK, STAMPED F 62 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0347 ***********************************************************************
 HD0347  DESIGNATION -  F 63
 HD0347  PID         -  HD0347
 HD0347  STATE/COUNTY-  MO/WRIGHT
 HD0347  USGS QUAD   -  MANSFIELD (1985)
 HD0347
 HD0347                         *CURRENT SURVEY CONTROL
 HD0347  ___________________________________________________________________
 HD0347* NAD 83(1986)-  37 04 20.     (N)    092 35 20.     (W)     SCALED    
 HD0347* NAVD 88     -       366.563  (meters)    1202.63   (feet)  ADJUSTED  
 HD0347  ___________________________________________________________________
 HD0347  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HD0347  DYNAMIC HT  -         366.266 (meters)    1201.66  (feet)  COMP
 HD0347  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 HD0347
 HD0347  VERT ORDER  -  SECOND    CLASS 0
 HD0347
 HD0347.The horizontal coordinates were scaled from a topographic map and have
 HD0347.an estimated accuracy of +/- 6 seconds.
 HD0347
 HD0347.The orthometric height was determined by differential leveling
 HD0347.and adjusted by the National Geodetic Survey in June 1991..
 HD0347
 HD0347.The geoid height was determined by GEOID03.
 HD0347
 HD0347.The dynamic height is computed by dividing the NAVD 88
 HD0347.geopotential number by the normal gravity value computed on the
 HD0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0347.degrees latitude (g = 980.6199 gals.).
 HD0347
 HD0347.The modeled gravity was interpolated from observed gravity values.
 HD0347
 HD0347;                    North         East    Units  Estimated Accuracy
 HD0347;SPC MO C     -   137,470.      492,100.      MT  (+/- 180 meters Scaled)
 HD0347
 HD0347                          SUPERSEDED SURVEY CONTROL
 HD0347
 HD0347  NGVD 29 (??/??/92)  366.415  (m)         1202.15   (f) ADJ UNCH    2 0
 HD0347
 HD0347.Superseded values are not recommended for survey control.
 HD0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0347.See file dsdata.txt to determine how the superseded data were derived.
 HD0347
 HD0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB365029(NAD 83)
 HD0347_MARKER: DB = BENCH MARK DISK
 HD0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0347_SP_SET: BRIDGE CULVERT
 HD0347_STAMPING: F 63 1934
 HD0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0347
 HD0347  HISTORY     - Date     Condition        Report By
 HD0347  HISTORY     - 1934     MONUMENTED       CGS
 HD0347  HISTORY     - 1977     GOOD             NGS
 HD0347  HISTORY     - 1977     GOOD             NGS
 HD0347  HISTORY     - 1988     GOOD             USPSQD
 HD0347
 HD0347                          STATION DESCRIPTION
 HD0347
 HD0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0347'3.2 MI S FROM MANSFIELD.
 HD0347'3.2 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE FARMERS EXCHANGE
 HD0347'BUILDING AT MANSFIELD, WRIGHT COUNTY, 1.1 MILES NORTH OF THE
 HD0347'DOUGLAS WRIGHT COUNTY LINE, AT A CONCRETE BRIDGE CULVERT WITH
 HD0347'TWO 4- BY 12-FOOT OPENINGS, AND IN THE TOP OF THE SOUTH END
 HD0347'OF THE WEST WINGWALL.  A STANDARD DISK, STAMPED F 63 1934.
 HD0347
 HD0347                          STATION RECOVERY (1977)
 HD0347
 HD0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0347'IT IS SOUTH ALONG AN UN-MARKED ROUTE, 2.5 MILES FROM THE INTERSECTION
 HD0347'OF BUSINESS HIGHWAY 60 AND COUNTY ROAD U AT THE EAST EDGE OF
 HD0347'MANSFIELD.
 HD0347
 HD0347                          STATION RECOVERY (1977)
 HD0347
 HD0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0347'IT IS SOUTH ALONG AN UN-MARKED ROUTE, 2.5 MILES FROM THE INTERSECTION
 HD0347'OF BUSINESS HIGHWAY 60 AND COUNTY ROAD U AT THE EAST EDGE OF
 HD0347'MANSFIELD.
 HD0347
 HD0347                          STATION RECOVERY (1988)
 HD0347
 HD0347'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0709 ***********************************************************************
 HD0709  DESIGNATION -  F 64
 HD0709  PID         -  HD0709
 HD0709  STATE/COUNTY-  MO/GREENE
 HD0709  USGS QUAD   -  OZARK (1975)
 HD0709
 HD0709                         *CURRENT SURVEY CONTROL
 HD0709  ___________________________________________________________________
 HD0709* NAD 83(1986)-  37 07 16.     (N)    093 14 26.     (W)     SCALED    
 HD0709* NAVD 88     -       350.625  (meters)    1150.34   (feet)  ADJUSTED  
 HD0709  ___________________________________________________________________
 HD0709  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 HD0709  DYNAMIC HT  -         350.339 (meters)    1149.40  (feet)  COMP
 HD0709  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 HD0709
 HD0709  VERT ORDER  -  SECOND    CLASS 0
 HD0709
 HD0709.The horizontal coordinates were scaled from a topographic map and have
 HD0709.an estimated accuracy of +/- 6 seconds.
 HD0709
 HD0709.The orthometric height was determined by differential leveling
 HD0709.and adjusted by the National Geodetic Survey in June 1991..
 HD0709
 HD0709.The geoid height was determined by GEOID03.
 HD0709
 HD0709.The dynamic height is computed by dividing the NAVD 88
 HD0709.geopotential number by the normal gravity value computed on the
 HD0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0709.degrees latitude (g = 980.6199 gals.).
 HD0709
 HD0709.The modeled gravity was interpolated from observed gravity values.
 HD0709
 HD0709;                    North         East    Units  Estimated Accuracy
 HD0709;SPC MO C     -   143,150.      434,190.      MT  (+/- 180 meters Scaled)
 HD0709
 HD0709                          SUPERSEDED SURVEY CONTROL
 HD0709
 HD0709  NGVD 29 (??/??/92)  350.489  (m)         1149.90   (f) ADJ UNCH    2 0
 HD0709
 HD0709.Superseded values are not recommended for survey control.
 HD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0709.See file dsdata.txt to determine how the superseded data were derived.
 HD0709
 HD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB786083(NAD 83)
 HD0709_MARKER: DB = BENCH MARK DISK
 HD0709_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0709_SP_SET: PIER
 HD0709_STAMPING: F 64 1934
 HD0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0709
 HD0709  HISTORY     - Date     Condition        Report By
 HD0709  HISTORY     - 1934     MONUMENTED       CGS
 HD0709  HISTORY     - 1942     GOOD             NGS
 HD0709
 HD0709                          STATION DESCRIPTION
 HD0709
 HD0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HD0709'8.4 MI SE FROM SPRINGFIELD.
 HD0709'8.4 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0709'THE PASSENGER STATION AT SPRINGFIELD, GREENE COUNTY, 200 FEET
 HD0709'NORTH OF THE TWENTIETH POLE SOUTHEAST OF MILEPOST 247, AT STEEL
 HD0709'BRIDGE 247.6 OVER JAMES RIVER, IN THE TOP OF THE SOUTHEAST CORNER
 HD0709'OF THE SOUTH PIER, 1 FOOT WEST OF THE EAST EDGE, AND 10.3 FEET
 HD0709'SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 HD0709'STAMPED F 64 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0277 ***********************************************************************
 GF0277  DESIGNATION -  F 65
 GF0277  PID         -  GF0277
 GF0277  STATE/COUNTY-  MO/CHRISTIAN
 GF0277  USGS QUAD   -  GARRISON (1955)
 GF0277
 GF0277                         *CURRENT SURVEY CONTROL
 GF0277  ___________________________________________________________________
 GF0277* NAD 83(1986)-  36 49 39.     (N)    093 06 44.     (W)     SCALED    
 GF0277* NAVD 88     -       400.313  (meters)    1313.36   (feet)  ADJUSTED  
 GF0277  ___________________________________________________________________
 GF0277  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GF0277  DYNAMIC HT  -         399.978 (meters)    1312.26  (feet)  COMP
 GF0277  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 GF0277
 GF0277  VERT ORDER  -  SECOND    CLASS 0
 GF0277
 GF0277.The horizontal coordinates were scaled from a topographic map and have
 GF0277.an estimated accuracy of +/- 6 seconds.
 GF0277
 GF0277.The orthometric height was determined by differential leveling
 GF0277.and adjusted by the National Geodetic Survey in June 1991..
 GF0277
 GF0277.The geoid height was determined by GEOID03.
 GF0277
 GF0277.The dynamic height is computed by dividing the NAVD 88
 GF0277.geopotential number by the normal gravity value computed on the
 GF0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0277.degrees latitude (g = 980.6199 gals.).
 GF0277
 GF0277.The modeled gravity was interpolated from observed gravity values.
 GF0277
 GF0277;                    North         East    Units  Estimated Accuracy
 GF0277;SPC MO C     -   110,490.      445,390.      MT  (+/- 180 meters Scaled)
 GF0277
 GF0277                          SUPERSEDED SURVEY CONTROL
 GF0277
 GF0277  NGVD 29 (??/??/92)  400.181  (m)         1312.93   (f) ADJ UNCH    2 0
 GF0277
 GF0277.Superseded values are not recommended for survey control.
 GF0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0277.See file dsdata.txt to determine how the superseded data were derived.
 GF0277
 GF0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA899757(NAD 83)
 GF0277_MARKER: DB = BENCH MARK DISK
 GF0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0277_STAMPING: F 65 1934
 GF0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0277+STABILITY: SURFACE MOTION
 GF0277
 GF0277  HISTORY     - Date     Condition        Report By
 GF0277  HISTORY     - 1934     MONUMENTED       CGS
 GF0277
 GF0277                          STATION DESCRIPTION
 GF0277
 GF0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0277'9.9 MI S FROM CHADWICK.
 GF0277'9.9 MILES SOUTH ALONG THE PINE RIDGE ROAD FROM THE CONSOLIDATED
 GF0277'SCHOOL AT CHADWICK, CHRISTIAN COUNTY, AT PINE RIDGE SCHOOL,
 GF0277'DISTRICT 7, 61.7 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GF0277'SCHOOLHOUSE, 66.5 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 GF0277'BETWEEN TWO 1-FOOT OAK TREES.  A STANDARD DISK, STAMPED F 65 1934
 GF0277'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0033 ***********************************************************************
 GF0033  DESIGNATION -  F 66
 GF0033  PID         -  GF0033
 GF0033  STATE/COUNTY-  MO/OZARK
 GF0033  USGS QUAD   -  GAINESVILLE (1968)
 GF0033
 GF0033                         *CURRENT SURVEY CONTROL
 GF0033  ___________________________________________________________________
 GF0033* NAD 83(1986)-  36 32 42.     (N)    092 29 34.     (W)     SCALED    
 GF0033* NAVD 88     -       365.015  (meters)    1197.55   (feet)  ADJUSTED  
 GF0033  ___________________________________________________________________
 GF0033  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GF0033  DYNAMIC HT  -         364.709 (meters)    1196.55  (feet)  COMP
 GF0033  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GF0033
 GF0033  VERT ORDER  -  SECOND    CLASS 0
 GF0033
 GF0033.The horizontal coordinates were scaled from a topographic map and have
 GF0033.an estimated accuracy of +/- 6 seconds.
 GF0033
 GF0033.The orthometric height was determined by differential leveling
 GF0033.and adjusted by the National Geodetic Survey in June 1991..
 GF0033
 GF0033.The geoid height was determined by GEOID03.
 GF0033
 GF0033.The dynamic height is computed by dividing the NAVD 88
 GF0033.geopotential number by the normal gravity value computed on the
 GF0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0033.degrees latitude (g = 980.6199 gals.).
 GF0033
 GF0033.The modeled gravity was interpolated from observed gravity values.
 GF0033
 GF0033;                    North         East    Units  Estimated Accuracy
 GF0033;SPC MO C     -    78,960.      500,650.      MT  (+/- 180 meters Scaled)
 GF0033
 GF0033                          SUPERSEDED SURVEY CONTROL
 GF0033
 GF0033  NGVD 29 (??/??/92)  364.886  (m)         1197.13   (f) ADJ UNCH    2 0
 GF0033
 GF0033.Superseded values are not recommended for survey control.
 GF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0033.See file dsdata.txt to determine how the superseded data were derived.
 GF0033
 GF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA453445(NAD 83)
 GF0033_MARKER: DB = BENCH MARK DISK
 GF0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0033_STAMPING: F 66 1934
 GF0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0033+STABILITY: SURFACE MOTION
 GF0033
 GF0033  HISTORY     - Date     Condition        Report By
 GF0033  HISTORY     - 1934     MONUMENTED       CGS
 GF0033  HISTORY     - 1977     GOOD             NGS
 GF0033  HISTORY     - 20040830 MARK NOT FOUND   MODNR
 GF0033
 GF0033                          STATION DESCRIPTION
 GF0033
 GF0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0033'6.9 MI SW FROM GAINESVILLE.
 GF0033'6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE JUNCTION
 GF0033'WITH STATE HIGHWAY 80 AT GAINESVILLE, OZARK COUNTY, ON THE
 GF0033'OUTSIDE OF A SHORT CURVE, 280 FEET SOUTHEAST OF A DIM ROAD
 GF0033'LEADING SOUTHWEST, 67 FEET SOUTHEAST OF THE CENTER OF THE EAST END
 GF0033'OF AN EARTH-FILL CULVERT SOUTH OF THE HIGHWAY, AND 39 FEET
 GF0033'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 GF0033'STAMPED F 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GF0033
 GF0033                          STATION RECOVERY (1977)
 GF0033
 GF0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GF0033'RECOVERED IN GOOD CONDITION.
 GF0033
 GF0033                          STATION RECOVERY (2004)
 GF0033
 GF0033'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 GF0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0015 ***********************************************************************
 GF0015  DESIGNATION -  F 67
 GF0015  PID         -  GF0015
 GF0015  STATE/COUNTY-  MO/OZARK
 GF0015  USGS QUAD   -  UDALL (1968)
 GF0015
 GF0015                         *CURRENT SURVEY CONTROL
 GF0015  ___________________________________________________________________
 GF0015* NAD 83(1986)-  36 35 19.     (N)    092 20 52.     (W)     SCALED    
 GF0015* NAVD 88     -       284.496  (meters)     933.38   (feet)  ADJUSTED  
 GF0015  ___________________________________________________________________
 GF0015  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 GF0015  DYNAMIC HT  -         284.260 (meters)     932.61  (feet)  COMP
 GF0015  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GF0015
 GF0015  VERT ORDER  -  SECOND    CLASS 0
 GF0015
 GF0015.The horizontal coordinates were scaled from a topographic map and have
 GF0015.an estimated accuracy of +/- 6 seconds.
 GF0015
 GF0015.The orthometric height was determined by differential leveling
 GF0015.and adjusted by the National Geodetic Survey in June 1991..
 GF0015
 GF0015.The geoid height was determined by GEOID03.
 GF0015
 GF0015.The dynamic height is computed by dividing the NAVD 88
 GF0015.geopotential number by the normal gravity value computed on the
 GF0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0015.degrees latitude (g = 980.6199 gals.).
 GF0015
 GF0015.The modeled gravity was interpolated from observed gravity values.
 GF0015
 GF0015;                    North         East    Units  Estimated Accuracy
 GF0015;SPC MO C     -    83,810.      513,620.      MT  (+/- 180 meters Scaled)
 GF0015
 GF0015                          SUPERSEDED SURVEY CONTROL
 GF0015
 GF0015  NGVD 29 (??/??/92)  284.364  (m)          932.95   (f) ADJ UNCH    2 0
 GF0015
 GF0015.Superseded values are not recommended for survey control.
 GF0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0015.See file dsdata.txt to determine how the superseded data were derived.
 GF0015
 GF0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA583494(NAD 83)
 GF0015_MARKER: DB = BENCH MARK DISK
 GF0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0015_STAMPING: F 67 1934
 GF0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0015+STABILITY: SURFACE MOTION
 GF0015
 GF0015  HISTORY     - Date     Condition        Report By
 GF0015  HISTORY     - 1934     MONUMENTED       CGS
 GF0015
 GF0015                          STATION DESCRIPTION
 GF0015
 GF0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0015'2.2 MI W FROM HARDENVILLE.
 GF0015'2.2 MILES WEST ALONG STATE HIGHWAY 80 FROM THE GENERAL STORE
 GF0015'AT HARDENVILLE, OZARK COUNTY, 300 FEET EAST OF A PIPE CULVERT,
 GF0015'46 FEET EAST OF A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GF0015'COPPER NAIL AND WASHER IN AN OAK TREE MARKED U.S.B.M. 932.3,
 GF0015'60 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM POLE 1166, AND
 GF0015'31.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GF0015'DISK, STAMPED F 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0423 ***********************************************************************
 GE0423  DESIGNATION -  F 68
 GE0423  PID         -  GE0423
 GE0423  STATE/COUNTY-  MO/OREGON
 GE0423  USGS QUAD   -  RIVERTON (1965)
 GE0423
 GE0423                         *CURRENT SURVEY CONTROL
 GE0423  ___________________________________________________________________
 GE0423* NAD 83(1986)-  36 38 35.     (N)    091 10 24.     (W)     SCALED    
 GE0423* NAVD 88     -       193.326  (meters)     634.27   (feet)  ADJUSTED  
 GE0423  ___________________________________________________________________
 GE0423  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GE0423  DYNAMIC HT  -         193.166 (meters)     633.75  (feet)  COMP
 GE0423  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 GE0423
 GE0423  VERT ORDER  -  SECOND    CLASS 0
 GE0423
 GE0423.The horizontal coordinates were scaled from a topographic map and have
 GE0423.an estimated accuracy of +/- 6 seconds.
 GE0423
 GE0423.The orthometric height was determined by differential leveling
 GE0423.and adjusted by the National Geodetic Survey in June 1991..
 GE0423
 GE0423.The geoid height was determined by GEOID03.
 GE0423
 GE0423.The dynamic height is computed by dividing the NAVD 88
 GE0423.geopotential number by the normal gravity value computed on the
 GE0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0423.degrees latitude (g = 980.6199 gals.).
 GE0423
 GE0423.The modeled gravity was interpolated from observed gravity values.
 GE0423
 GE0423;                    North         East    Units  Estimated Accuracy
 GE0423;SPC MO E     -    90,060.      189,790.      MT  (+/- 180 meters Scaled)
 GE0423
 GE0423                          SUPERSEDED SURVEY CONTROL
 GE0423
 GE0423  NGVD 29 (??/??/92)  193.222  (m)          633.93   (f) ADJ UNCH    2 0
 GE0423
 GE0423.Superseded values are not recommended for survey control.
 GE0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0423.See file dsdata.txt to determine how the superseded data were derived.
 GE0423
 GE0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA632568(NAD 83)
 GE0423_MARKER: DB = BENCH MARK DISK
 GE0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0423_STAMPING: F 68 1934
 GE0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0423+STABILITY: SURFACE MOTION
 GE0423
 GE0423  HISTORY     - Date     Condition        Report By
 GE0423  HISTORY     - 1934     MONUMENTED       CGS
 GE0423
 GE0423                          STATION DESCRIPTION
 GE0423
 GE0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0423'1.6 MI E FROM RIVERTON.
 GE0423'1.6 MILES EAST ALONG STATE HIGHWAY 14 FROM BRIDGE K 272 OVER
 GE0423'ELEVEN POINTS RIVER AT RIVERTON, OREGON COUNTY, 0.15 MILE SOUTHEAST
 GE0423'OF A CONCRETE BOX CULVERT, 450 FEET WEST OF A CURVE SIGN AT THE
 GE0423'SUMMIT OF A HILL, 225 FEET SOUTHEAST OF THE CENTERLINE OF A GATE
 GE0423'SOUTH OF THE HIGHWAY, 100 FEET WEST OF THE CENTER OF A CURVE,
 GE0423'38 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST
 GE0423'OF A 3-FOOT OAK TREE IN LINE WITH THE FENCE, AND 1 FOOT NORTHEAST
 GE0423'OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED F 68 1934
 GE0423'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0225 ***********************************************************************
 HD0225  DESIGNATION -  F 7
 HD0225  PID         -  HD0225
 HD0225  STATE/COUNTY-  MO/WRIGHT
 HD0225  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD0225
 HD0225                         *CURRENT SURVEY CONTROL
 HD0225  ___________________________________________________________________
 HD0225* NAD 83(1986)-  37 07 32.     (N)    092 20 23.     (W)     SCALED    
 HD0225* NAVD 88     -       393.770  (meters)    1291.89   (feet)  ADJUSTED  
 HD0225  ___________________________________________________________________
 HD0225  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HD0225  DYNAMIC HT  -         393.443 (meters)    1290.82  (feet)  COMP
 HD0225  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 HD0225
 HD0225  VERT ORDER  -  FIRST     CLASS II
 HD0225
 HD0225.The horizontal coordinates were scaled from a topographic map and have
 HD0225.an estimated accuracy of +/- 6 seconds.
 HD0225
 HD0225.The orthometric height was determined by differential leveling
 HD0225.and adjusted by the National Geodetic Survey in June 1991..
 HD0225
 HD0225.The geoid height was determined by GEOID03.
 HD0225
 HD0225.The dynamic height is computed by dividing the NAVD 88
 HD0225.geopotential number by the normal gravity value computed on the
 HD0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0225.degrees latitude (g = 980.6199 gals.).
 HD0225
 HD0225.The modeled gravity was interpolated from observed gravity values.
 HD0225
 HD0225;                    North         East    Units  Estimated Accuracy
 HD0225;SPC MO C     -   143,400.      514,240.      MT  (+/- 180 meters Scaled)
 HD0225
 HD0225                          SUPERSEDED SURVEY CONTROL
 HD0225
 HD0225  NGVD 29 (10/05/93)  393.603  (m)         1291.35   (f) ADJUSTED    1 2
 HD0225
 HD0225.Superseded values are not recommended for survey control.
 HD0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0225.See file dsdata.txt to determine how the superseded data were derived.
 HD0225
 HD0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB586090(NAD 83)
 HD0225_MARKER: DB = BENCH MARK DISK
 HD0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0225_SP_SET: CONCRETE POST
 HD0225_STAMPING: F 7 1928 1291.379
 HD0225_MARK LOGO: CGS   
 HD0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0225+STABILITY: SURFACE MOTION
 HD0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0225+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1989
 HD0225
 HD0225  HISTORY     - Date     Condition        Report By
 HD0225  HISTORY     - 1928     MONUMENTED       CGS
 HD0225  HISTORY     - 1934     GOOD             NGS
 HD0225  HISTORY     - 19890925 GOOD             NGS
 HD0225
 HD0225                          STATION DESCRIPTION
 HD0225
 HD0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0225'4.7 MI E FROM NORWOOD.
 HD0225'4.7 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 HD0225'STATION AT NORWOOD, WRIGHT COUNTY, 4.6 MILES WEST OF MOUNTAIN
 HD0225'GROVE, 0.2 MILE EAST OF THE RAILROAD BRIDGE OVER WHETSTONE
 HD0225'CREEK, AT THE SOUTHEAST CORNER OF A ROAD CROSSING, 100 FEET EAST
 HD0225'OF THE CENTERLINE OF THE ROAD, 37-1/2 FEET SOUTH OF THE CENTERLINE
 HD0225'OF THE MAIN TRACK, OPPOSITE POLE 264-37, AND 12 FEET NORTH OF THE
 HD0225'SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1291.379 F 1928
 HD0225'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HD0225'GROUND.
 HD0225
 HD0225                          STATION RECOVERY (1989)
 HD0225
 HD0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0225'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.1 KM
 HD0225'(4.40 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 HD0225'JUNCTION WITH STATE HIGHWAY 95 IN MOUNTAIN GROVE, 30.6 M (100.4 FT)
 HD0225'EAST OF THE CENTER OF A GRAVELED ROAD, 10.8 M (35.4 FT) SOUTH OF THE
 HD0225'NEAR RAIL, 3.7 M (12.1 FT) NORTH OF A FENCE, 1.0 M (3.3 FT) BELOW THE
 HD0225'LEVEL OF THE TRACKS, 0.7 M (2.3 FT) WEST OF A WITNESS POST, AND IN A
 HD0225'CONCRETE MONUMENT THAT PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND
 HD0225'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1411 ***********************************************************************
 JD1411  DESIGNATION -  F 7 B 1
 JD1411  PID         -  JD1411
 JD1411  STATE/COUNTY-  MO/BENTON
 JD1411  USGS QUAD   -  LINCOLN NW (1961)
 JD1411
 JD1411                         *CURRENT SURVEY CONTROL
 JD1411  ___________________________________________________________________
 JD1411* NAD 83(1986)-  38 24 30.     (N)    093 26 56.     (W)     SCALED    
 JD1411* NAVD 88     -       269.713  (meters)     884.88   (feet)  ADJUSTED  
 JD1411  ___________________________________________________________________
 JD1411  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD1411  DYNAMIC HT  -         269.525 (meters)     884.27  (feet)  COMP
 JD1411  MODELED GRAV-     979,925.1   (mgal)                       NAVD 88
 JD1411
 JD1411  VERT ORDER  -  SECOND    CLASS 0
 JD1411
 JD1411.The horizontal coordinates were scaled from a topographic map and have
 JD1411.an estimated accuracy of +/- 6 seconds.
 JD1411
 JD1411.The orthometric height was determined by differential leveling
 JD1411.and adjusted by the National Geodetic Survey in June 1991..
 JD1411
 JD1411.The geoid height was determined by GEOID03.
 JD1411
 JD1411.The dynamic height is computed by dividing the NAVD 88
 JD1411.geopotential number by the normal gravity value computed on the
 JD1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1411.degrees latitude (g = 980.6199 gals.).
 JD1411
 JD1411.The modeled gravity was interpolated from observed gravity values.
 JD1411
 JD1411;                    North         East    Units  Estimated Accuracy
 JD1411;SPC MO C     -   286,180.      417,130.      MT  (+/- 180 meters Scaled)
 JD1411
 JD1411                          SUPERSEDED SURVEY CONTROL
 JD1411
 JD1411  NGVD 29 (??/??/92)  269.590  (m)          884.48   (f) ADJ UNCH    2 0
 JD1411
 JD1411.Superseded values are not recommended for survey control.
 JD1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1411.See file dsdata.txt to determine how the superseded data were derived.
 JD1411
 JD1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC608512(NAD 83)
 JD1411_MARKER: DZ = AZIMUTH MARK DISK
 JD1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1411_STAMPING: F7 B1
 JD1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1411+STABILITY: SURFACE MOTION
 JD1411
 JD1411  HISTORY     - Date     Condition        Report By
 JD1411  HISTORY     - UNK      MONUMENTED       DOD
 JD1411  HISTORY     - 1963     GOOD             NGS
 JD1411
 JD1411                          STATION DESCRIPTION
 JD1411
 JD1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1411'12.2 MI NE FROM TIGHTWAD.
 JD1411'ABOUT 5.7 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE AT
 JD1411'TIGHTWAD, THENCE 4.85 MILES EAST ALONG STATE ROAD C, THENCE
 JD1411'1.45 MILES NORTH ALONG STATE ROAD T, THENCE 0.15 MILES EAST
 JD1411'ACROSS COUNTRY, 0.3 MILE SOUTH-SOUTHWEST OF A WHITE BARN AND F 7
 JD1411'Z 1963, 65 YARDS SOUTH OF AN EAST-WEST FENCE LINE, AND THE TOP
 JD1411'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 JD1411'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 JD1411'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1412 ***********************************************************************
 JD1412  DESIGNATION -  F 7 B 2
 JD1412  PID         -  JD1412
 JD1412  STATE/COUNTY-  MO/BENTON
 JD1412  USGS QUAD   -  LINCOLN NW (1961)
 JD1412
 JD1412                         *CURRENT SURVEY CONTROL
 JD1412  ___________________________________________________________________
 JD1412* NAD 83(1986)-  38 24 22.     (N)    093 26 44.     (W)     SCALED    
 JD1412* NAVD 88     -       265.823  (meters)     872.12   (feet)  ADJUSTED  
 JD1412  ___________________________________________________________________
 JD1412  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JD1412  DYNAMIC HT  -         265.638 (meters)     871.51  (feet)  COMP
 JD1412  MODELED GRAV-     979,925.0   (mgal)                       NAVD 88
 JD1412
 JD1412  VERT ORDER  -  SECOND    CLASS 0
 JD1412
 JD1412.The horizontal coordinates were scaled from a topographic map and have
 JD1412.an estimated accuracy of +/- 6 seconds.
 JD1412
 JD1412.The orthometric height was determined by differential leveling
 JD1412.and adjusted by the National Geodetic Survey in June 1991..
 JD1412
 JD1412.The geoid height was determined by GEOID03.
 JD1412
 JD1412.The dynamic height is computed by dividing the NAVD 88
 JD1412.geopotential number by the normal gravity value computed on the
 JD1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1412.degrees latitude (g = 980.6199 gals.).
 JD1412
 JD1412.The modeled gravity was interpolated from observed gravity values.
 JD1412
 JD1412;                    North         East    Units  Estimated Accuracy
 JD1412;SPC MO C     -   285,930.      417,410.      MT  (+/- 180 meters Scaled)
 JD1412
 JD1412                          SUPERSEDED SURVEY CONTROL
 JD1412
 JD1412  NGVD 29 (??/??/92)  265.701  (m)          871.72   (f) ADJ UNCH    2 0
 JD1412
 JD1412.Superseded values are not recommended for survey control.
 JD1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1412.See file dsdata.txt to determine how the superseded data were derived.
 JD1412
 JD1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC610509(NAD 83)
 JD1412_MARKER: DZ = AZIMUTH MARK DISK
 JD1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1412_STAMPING: F7 B2
 JD1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1412+STABILITY: SURFACE MOTION
 JD1412
 JD1412  HISTORY     - Date     Condition        Report By
 JD1412  HISTORY     - UNK      MONUMENTED       DOD
 JD1412  HISTORY     - 1963     GOOD             NGS
 JD1412
 JD1412                          STATION DESCRIPTION
 JD1412
 JD1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1412'12.4 MI NE FROM TIGHTWAD.
 JD1412'ABOUT 5.7 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1412'AT TIGHTWAD, THENCE 4.85 MILES EAST ALONG STATE ROAD C, THENCE
 JD1412'1.45 MILES NORTH ALONG STATE ROAD T, THENCE 0.3 MILE EAST
 JD1412'ACROSS COUNTRY TO A T FENCE CORNER AT THE NORTHEAST CORNER OF A
 JD1412'FIELD, THENCE 85 YARDS SOUTH ALONG THE EAST EDGE OF THE FIELD,
 JD1412'THENCE 88 YARDS WEST, AND THE TOP SURFACE OVER THE CENTER HOLE
 JD1412'OF METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 JD1412'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1414 ***********************************************************************
 JD1414  DESIGNATION -  F 7 Z
 JD1414  PID         -  JD1414
 JD1414  STATE/COUNTY-  MO/BENTON
 JD1414  USGS QUAD   -  LINCOLN NW (1961)
 JD1414
 JD1414                         *CURRENT SURVEY CONTROL
 JD1414  ___________________________________________________________________
 JD1414* NAD 83(1986)-  38 24 37.     (N)    093 26 51.     (W)     SCALED    
 JD1414* NAVD 88     -       274.026  (meters)     899.03   (feet)  ADJUSTED  
 JD1414  ___________________________________________________________________
 JD1414  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD1414  DYNAMIC HT  -         273.835 (meters)     898.41  (feet)  COMP
 JD1414  MODELED GRAV-     979,925.0   (mgal)                       NAVD 88
 JD1414
 JD1414  VERT ORDER  -  SECOND    CLASS 0
 JD1414
 JD1414.The horizontal coordinates were scaled from a topographic map and have
 JD1414.an estimated accuracy of +/- 6 seconds.
 JD1414
 JD1414.The orthometric height was determined by differential leveling
 JD1414.and adjusted by the National Geodetic Survey in June 1991..
 JD1414
 JD1414.The geoid height was determined by GEOID03.
 JD1414
 JD1414.The dynamic height is computed by dividing the NAVD 88
 JD1414.geopotential number by the normal gravity value computed on the
 JD1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1414.degrees latitude (g = 980.6199 gals.).
 JD1414
 JD1414.The modeled gravity was interpolated from observed gravity values.
 JD1414
 JD1414;                    North         East    Units  Estimated Accuracy
 JD1414;SPC MO C     -   286,400.      417,250.      MT  (+/- 180 meters Scaled)
 JD1414
 JD1414                          SUPERSEDED SURVEY CONTROL
 JD1414
 JD1414  NGVD 29 (??/??/92)  273.90   (m)          898.6    (f) COMPUTED    2 0
 JD1414
 JD1414.Superseded values are not recommended for survey control.
 JD1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1414.See file dsdata.txt to determine how the superseded data were derived.
 JD1414
 JD1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC609514(NAD 83)
 JD1414_MARKER: DB = BENCH MARK DISK
 JD1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1414_STAMPING: F 7 Z 1963
 JD1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1414+STABILITY: SURFACE MOTION
 JD1414
 JD1414  HISTORY     - Date     Condition        Report By
 JD1414  HISTORY     - 1963     MONUMENTED       CGS
 JD1414
 JD1414                          STATION DESCRIPTION
 JD1414
 JD1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1414'12.6 MI NE FROM TIGHTWAD.
 JD1414'ABOUT 5.7 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1414'AT TIGHTWAD, THENCE 4.85 MILES EAST ALONG STATE ROAD C, THENCE
 JD1414'1.65 MILES NORTH ALONG STATE ROAD T TO A PRIVATE DRIVEWAY
 JD1414'LEADING EAST, THENCE 0.35 MILE EAST ALONG THE PRIVATE DRIVEWAY
 JD1414'TO A BARN, 59 FEET SOUTHEAST OF A TRANSFORMER POLE, 42 FEET NORTH
 JD1414'OF A LARGE FORKED ELM TREE, 18 FEET EAST OF THE CENTER LINE OF
 JD1414'THE PRIVATE ROAD, 106.6 FEET NORTH-NORTHEAST OF F 7 Z R.M. 2,
 JD1414'73.3 FEET SOUTH OF F 7 Z R.M. 1, AND SET IN THE TOP OF A CONCRETE
 JD1414'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1415 ***********************************************************************
 JD1415  DESIGNATION -  F 7 Z RM 1
 JD1415  PID         -  JD1415
 JD1415  STATE/COUNTY-  MO/BENTON
 JD1415  USGS QUAD   -  LINCOLN NW (1961)
 JD1415
 JD1415                         *CURRENT SURVEY CONTROL
 JD1415  ___________________________________________________________________
 JD1415* NAD 83(1986)-  38 24 38.     (N)    093 26 50.     (W)     SCALED    
 JD1415* NAVD 88     -       273.811  (meters)     898.33   (feet)  ADJUSTED  
 JD1415  ___________________________________________________________________
 JD1415  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD1415  DYNAMIC HT  -         273.620 (meters)     897.70  (feet)  COMP
 JD1415  MODELED GRAV-     979,925.0   (mgal)                       NAVD 88
 JD1415
 JD1415  VERT ORDER  -  SECOND    CLASS 0
 JD1415
 JD1415.The horizontal coordinates were scaled from a topographic map and have
 JD1415.an estimated accuracy of +/- 6 seconds.
 JD1415
 JD1415.The orthometric height was determined by differential leveling
 JD1415.and adjusted by the National Geodetic Survey in June 1991..
 JD1415
 JD1415.The geoid height was determined by GEOID03.
 JD1415
 JD1415.The dynamic height is computed by dividing the NAVD 88
 JD1415.geopotential number by the normal gravity value computed on the
 JD1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1415.degrees latitude (g = 980.6199 gals.).
 JD1415
 JD1415.The modeled gravity was interpolated from observed gravity values.
 JD1415
 JD1415;                    North         East    Units  Estimated Accuracy
 JD1415;SPC MO C     -   286,430.      417,270.      MT  (+/- 180 meters Scaled)
 JD1415
 JD1415                          SUPERSEDED SURVEY CONTROL
 JD1415
 JD1415  NGVD 29 (??/??/92)  273.69   (m)          897.9    (f) COMPUTED    2 0
 JD1415
 JD1415.Superseded values are not recommended for survey control.
 JD1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1415.See file dsdata.txt to determine how the superseded data were derived.
 JD1415
 JD1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC609514(NAD 83)
 JD1415_MARKER: DR = REFERENCE MARK DISK
 JD1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1415_STAMPING: F 7 Z NO 1 1963
 JD1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1415+STABILITY: SURFACE MOTION
 JD1415
 JD1415  HISTORY     - Date     Condition        Report By
 JD1415  HISTORY     - 1963     MONUMENTED       CGS
 JD1415
 JD1415                          STATION DESCRIPTION
 JD1415
 JD1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1415'12.6 MI NE FROM TIGHTWAD.
 JD1415'ABOUT 5.7 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1415'AT TIGHTWAD, THENCE 4.85 MILES EAST ALONG STATE ROAD C, THENCE
 JD1415'1.65 MILES NORTH ALONG STATE ROAD T TO A PRIVATE DRIVEWAY
 JD1415'LEADING EAST, THENCE 0.35 MILE EAST ALONG THE PRIVATE DRIVEWAY
 JD1415'TO A BARN, 92 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN,
 JD1415'70 FEET SOUTH OF A FENCE CORNER, 30 FEET EAST OF THE CENTER
 JD1415'LINE OF THE PRIVATE ROAD, 1 FOOT WEST OF A FENCE, 73.3 FEET
 JD1415'NORTH-NORTHEAST OF F 7 Z 1963, AND SET IN THE TOP OF A CONCRETE
 JD1415'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1413 ***********************************************************************
 JD1413  DESIGNATION -  F 7 Z RM 2
 JD1413  PID         -  JD1413
 JD1413  STATE/COUNTY-  MO/BENTON
 JD1413  USGS QUAD   -  LINCOLN NW (1961)
 JD1413
 JD1413                         *CURRENT SURVEY CONTROL
 JD1413  ___________________________________________________________________
 JD1413* NAD 83(1986)-  38 24 36.     (N)    093 26 50.     (W)     SCALED    
 JD1413* NAVD 88     -       273.480  (meters)     897.24   (feet)  ADJUSTED  
 JD1413  ___________________________________________________________________
 JD1413  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD1413  DYNAMIC HT  -         273.289 (meters)     896.62  (feet)  COMP
 JD1413  MODELED GRAV-     979,925.0   (mgal)                       NAVD 88
 JD1413
 JD1413  VERT ORDER  -  SECOND    CLASS 0
 JD1413
 JD1413.The horizontal coordinates were scaled from a topographic map and have
 JD1413.an estimated accuracy of +/- 6 seconds.
 JD1413
 JD1413.The orthometric height was determined by differential leveling
 JD1413.and adjusted by the National Geodetic Survey in June 1991..
 JD1413
 JD1413.The geoid height was determined by GEOID03.
 JD1413
 JD1413.The dynamic height is computed by dividing the NAVD 88
 JD1413.geopotential number by the normal gravity value computed on the
 JD1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1413.degrees latitude (g = 980.6199 gals.).
 JD1413
 JD1413.The modeled gravity was interpolated from observed gravity values.
 JD1413
 JD1413;                    North         East    Units  Estimated Accuracy
 JD1413;SPC MO C     -   286,360.      417,270.      MT  (+/- 180 meters Scaled)
 JD1413
 JD1413                          SUPERSEDED SURVEY CONTROL
 JD1413
 JD1413  NGVD 29 (??/??/92)  273.36   (m)          896.8    (f) COMPUTED    2 0
 JD1413
 JD1413.Superseded values are not recommended for survey control.
 JD1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1413.See file dsdata.txt to determine how the superseded data were derived.
 JD1413
 JD1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC609514(NAD 83)
 JD1413_MARKER: DR = REFERENCE MARK DISK
 JD1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1413_STAMPING: F 7 Z NO 2 1963
 JD1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1413+STABILITY: SURFACE MOTION
 JD1413
 JD1413  HISTORY     - Date     Condition        Report By
 JD1413  HISTORY     - 1963     MONUMENTED       CGS
 JD1413
 JD1413                          STATION DESCRIPTION
 JD1413
 JD1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1413'12.6 MI NE FROM TIGHTWAD.
 JD1413'ABOUT 5.7 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1413'AT TIGHTWAD, THENCE 4.85 MILES EAST ALONG STATE ROAD C, THENCE
 JD1413'1.65 MILES NORTH ALONG STATE ROAD TO A PRIVATE DRIVEWAY LEADING
 JD1413'EAST, THENCE 0.35 MILE EAST ALONG THE PRIVATE DRIVEWAY TO A
 JD1413'BARN, 20 FEET NORTH-NORTHEAST OF A POWER POLE BRACED BY A GUY
 JD1413'WIRE, 18 FEET SOUTHEAST OF THE CENTER LINE OF A CURVE IN THE
 JD1413'PRIVATE ROAD, 3 1/2 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT
 JD1413'NORTHWEST OF A FENCE, 106.6 FEET SOUTH-SOUTHWEST OF F M Z 1963,
 JD1413'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP
 JD1413'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0088 ***********************************************************************
 LF0088  DESIGNATION -  F 71
 LF0088  PID         -  LF0088
 LF0088  STATE/COUNTY-  MO/WORTH
 LF0088  USGS QUAD   -  GRANT CITY (1984)
 LF0088
 LF0088                         *CURRENT SURVEY CONTROL
 LF0088  ___________________________________________________________________
 LF0088* NAD 83(1986)-  40 29 01.     (N)    094 24 46.     (W)     SCALED    
 LF0088* NAVD 88     -       340.730  (meters)    1117.88   (feet)  ADJUSTED  
 LF0088  ___________________________________________________________________
 LF0088  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LF0088  DYNAMIC HT  -         340.550 (meters)    1117.29  (feet)  COMP
 LF0088  MODELED GRAV-     980,087.9   (mgal)                       NAVD 88
 LF0088
 LF0088  VERT ORDER  -  SECOND    CLASS 0
 LF0088
 LF0088.The horizontal coordinates were scaled from a topographic map and have
 LF0088.an estimated accuracy of +/- 6 seconds.
 LF0088
 LF0088.The orthometric height was determined by differential leveling
 LF0088.and adjusted by the National Geodetic Survey in June 1991..
 LF0088
 LF0088.The geoid height was determined by GEOID03.
 LF0088
 LF0088.The dynamic height is computed by dividing the NAVD 88
 LF0088.geopotential number by the normal gravity value computed on the
 LF0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0088.degrees latitude (g = 980.6199 gals.).
 LF0088
 LF0088.The modeled gravity was interpolated from observed gravity values.
 LF0088
 LF0088;                    North         East    Units  Estimated Accuracy
 LF0088;SPC MO W     -   479,170.      857,400.      MT  (+/- 180 meters Scaled)
 LF0088
 LF0088                          SUPERSEDED SURVEY CONTROL
 LF0088
 LF0088  NGVD 29 (??/??/92)  340.634  (m)         1117.56   (f) ADJ UNCH    2 0
 LF0088
 LF0088.Superseded values are not recommended for survey control.
 LF0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0088.See file dsdata.txt to determine how the superseded data were derived.
 LF0088
 LF0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE802823(NAD 83)
 LF0088_MARKER: DB = BENCH MARK DISK
 LF0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0088_STAMPING: F 71 1935
 LF0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0088+STABILITY: SURFACE MOTION
 LF0088
 LF0088  HISTORY     - Date     Condition        Report By
 LF0088  HISTORY     - 1935     MONUMENTED       CGS
 LF0088  HISTORY     - 1982     GOOD             NGS
 LF0088
 LF0088                          STATION DESCRIPTION
 LF0088
 LF0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0088'AT GRANT CITY.
 LF0088'AT GRANT CITY, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0088'54 FEET SOUTH OF MILEPOST 46, AT A STREET CROSSING, 48 FEET
 LF0088'NORTH OF THE CENTERLINE OF THE STREET, 12 FEET EAST OF THE
 LF0088'CENTERLINE OF THE TRACK, 2 FEET WEST OF THE RIGHT-OF-WAY
 LF0088'FENCE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 LF0088'DISK, STAMPED F 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0088
 LF0088                          STATION RECOVERY (1982)
 LF0088
 LF0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LF0088'IN GRANT CITY, 1 BLOCK SOUTH OF THE CITY HALL, IN THE NORTHWEST ANGLE
 LF0088'OF SOUTH LYON AND EAST 6TH STREET, 19.8 M (65 FT) WEST OF THE
 LF0088'CENTERLINE OF SOUTH LYON STREET, 14.6 M (48 FT) NORTH OF THE
 LF0088'CENTERLINE OF EAST 6TH STREET AND IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0430 ***********************************************************************
 KE0430  DESIGNATION -  F 72
 KE0430  PID         -  KE0430
 KE0430  STATE/COUNTY-  MO/DE KALB
 KE0430  USGS QUAD   -  UNION STAR (1983)
 KE0430
 KE0430                         *CURRENT SURVEY CONTROL
 KE0430  ___________________________________________________________________
 KE0430* NAD 83(1986)-  39 58 46.     (N)    094 35 41.     (W)     SCALED    
 KE0430* NAVD 88     -       290.096  (meters)     951.76   (feet)  ADJUSTED  
 KE0430  ___________________________________________________________________
 KE0430  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KE0430  DYNAMIC HT  -         289.929 (meters)     951.21  (feet)  COMP
 KE0430  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 KE0430
 KE0430  VERT ORDER  -  SECOND    CLASS 0
 KE0430
 KE0430.The horizontal coordinates were scaled from a topographic map and have
 KE0430.an estimated accuracy of +/- 6 seconds.
 KE0430
 KE0430.The orthometric height was determined by differential leveling
 KE0430.and adjusted by the National Geodetic Survey in June 1991..
 KE0430
 KE0430.The geoid height was determined by GEOID03.
 KE0430
 KE0430.The dynamic height is computed by dividing the NAVD 88
 KE0430.geopotential number by the normal gravity value computed on the
 KE0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0430.degrees latitude (g = 980.6199 gals.).
 KE0430
 KE0430.The modeled gravity was interpolated from observed gravity values.
 KE0430
 KE0430;                    North         East    Units  Estimated Accuracy
 KE0430;SPC MO W     -   423,190.      841,910.      MT  (+/- 180 meters Scaled)
 KE0430
 KE0430                          SUPERSEDED SURVEY CONTROL
 KE0430
 KE0430  NGVD 29 (??/??/92)  290.004  (m)          951.45   (f) ADJ UNCH    2 0
 KE0430
 KE0430.Superseded values are not recommended for survey control.
 KE0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0430.See file dsdata.txt to determine how the superseded data were derived.
 KE0430
 KE0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE638266(NAD 83)
 KE0430_MARKER: DB = BENCH MARK DISK
 KE0430_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0430_SP_SET: BRIDGE PIER
 KE0430_STAMPING: F 72 1935
 KE0430_MARK LOGO: CGS   
 KE0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0430+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1993
 KE0430
 KE0430  HISTORY     - Date     Condition        Report By
 KE0430  HISTORY     - 1935     MONUMENTED       CGS
 KE0430  HISTORY     - 1959     GOOD             NGS
 KE0430  HISTORY     - 19930428 GOOD             MODNR
 KE0430
 KE0430                          STATION DESCRIPTION
 KE0430
 KE0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0430'AT UNION STAR.
 KE0430'AT UNION STAR, DE KALB COUNTY, ON THE CHICAGO, BURLINGTON AND
 KE0430'QUINCY RAILROAD, 200 FEET NORTH OF THE STATION, AT U.S. HIGHWAY
 KE0430'169 OVERPASS, IN THE CENTER OF THE TOP OF THE WEST PIER CONCRETE
 KE0430'FOUNDATION, 5 FEET SOUTH OF THE NORTH PIER FOUNDATION, 27 FEET
 KE0430'WEST OF THE CENTERLINE OF THE TRACK, AND 5 FEET HIGHER THAN THE
 KE0430'TRACK.  A STANDARD DISK, STAMPED F 72 1935.
 KE0430
 KE0430                          STATION RECOVERY (1993)
 KE0430
 KE0430'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 KE0430'THIS MARK WAS RECOVERED IN GOOD CONDITION, BUT DUE TO REMOVAL OF THE
 KE0430'BRIDGE THE MARK WAS RESET. FOR INFORMATION ON THE RESET MARK SEE F 72
 KE0430'RESET 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7373 ***********************************************************************
 AA7373  DESIGNATION -  F 72 RESET
 AA7373  PID         -  AA7373
 AA7373  STATE/COUNTY-  MO/DE KALB
 AA7373  USGS QUAD   -  UNION STAR (1983)
 AA7373
 AA7373                         *CURRENT SURVEY CONTROL
 AA7373  ___________________________________________________________________
 AA7373* NAD 83(1986)-  39 58 46.     (N)    094 35 41.     (W)     SCALED    
 AA7373* NAVD 88     -       289.85   (+/-2cm)     950.9    (feet)  VERTCON   
 AA7373  ___________________________________________________________________
 AA7373  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 AA7373
 AA7373  VERT ORDER  -  THIRD (See Below)
 AA7373
 AA7373.The horizontal coordinates were scaled from a topographic map and have
 AA7373.an estimated accuracy of +/- 6 seconds.
 AA7373
 AA7373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7373.The vertical order pertains to the NGVD 29 superseded value.
 AA7373
 AA7373.The geoid height was determined by GEOID03.
 AA7373
 AA7373;                    North         East    Units  Estimated Accuracy
 AA7373;SPC MO W     -   423,190.      841,910.      MT  (+/- 180 meters Scaled)
 AA7373
 AA7373                          SUPERSEDED SURVEY CONTROL
 AA7373
 AA7373  NGVD 29 (02/22/06)  289.76   (m)          950.7    (f) RESET       3  
 AA7373
 AA7373.Superseded values are not recommended for survey control.
 AA7373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7373.See file dsdata.txt to determine how the superseded data were derived.
 AA7373
 AA7373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE638266(NAD 83)
 AA7373_MARKER: DV = VERTICAL CONTROL DISK
 AA7373_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA7373_SP_SET: BRIDGE WALL
 AA7373_STAMPING: F 72 RESET 1993
 AA7373_MARK LOGO: NGS   
 AA7373_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7373+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7373
 AA7373  HISTORY     - Date     Condition        Report By
 AA7373  HISTORY     - 1993     MONUMENTED       MODNR
 AA7373
 AA7373                          STATION DESCRIPTION
 AA7373
 AA7373'DESCRIBED BY MO DEPT OF NAT RES 1993 (BDC)
 AA7373'MARK IS SET IN THE NW CORNER OF THE BRIDGE OVER THIRD FORK CREEK. TO
 AA7373'REACH THE BENCH MARK FROM THE JUNCTION OF HIGHWAY Z AND HIGHWAY 169 IN
 AA7373'THE TOWN OF UNION STAR, GO EAST ON HIGHWAY 169 FOR 0.4 MILES TO THE
 AA7373'BRIDGE AND THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0024 ***********************************************************************
 KE0024  DESIGNATION -  F 76
 KE0024  PID         -  KE0024
 KE0024  STATE/COUNTY-  MO/DAVIESS
 KE0024  USGS QUAD   -  ALTAMONT (1984)
 KE0024
 KE0024                         *CURRENT SURVEY CONTROL
 KE0024  ___________________________________________________________________
 KE0024* NAD 83(1986)-  39 54 16.     (N)    094 03 25.     (W)     SCALED    
 KE0024* NAVD 88     -       300.284  (meters)     985.18   (feet)  ADJUSTED  
 KE0024  ___________________________________________________________________
 KE0024  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0024  DYNAMIC HT  -         300.110 (meters)     984.61  (feet)  COMP
 KE0024  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 KE0024
 KE0024  VERT ORDER  -  SECOND    CLASS 0
 KE0024
 KE0024.The horizontal coordinates were scaled from a topographic map and have
 KE0024.an estimated accuracy of +/- 6 seconds.
 KE0024
 KE0024.The orthometric height was determined by differential leveling
 KE0024.and adjusted by the National Geodetic Survey in June 1991..
 KE0024
 KE0024.The geoid height was determined by GEOID03.
 KE0024
 KE0024.The dynamic height is computed by dividing the NAVD 88
 KE0024.geopotential number by the normal gravity value computed on the
 KE0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0024.degrees latitude (g = 980.6199 gals.).
 KE0024
 KE0024.The modeled gravity was interpolated from observed gravity values.
 KE0024
 KE0024;                    North         East    Units  Estimated Accuracy
 KE0024;SPC MO W     -   414,950.      887,890.      MT  (+/- 180 meters Scaled)
 KE0024
 KE0024                          SUPERSEDED SURVEY CONTROL
 KE0024
 KE0024  NGVD 29 (??/??/92)  300.193  (m)          984.88   (f) ADJ UNCH    2 0
 KE0024
 KE0024.Superseded values are not recommended for survey control.
 KE0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0024.See file dsdata.txt to determine how the superseded data were derived.
 KE0024
 KE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE096176(NAD 83)
 KE0024_MARKER: DB = BENCH MARK DISK
 KE0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0024_SP_SET: BRIDGE
 KE0024_STAMPING: F 76 1935
 KE0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0024
 KE0024  HISTORY     - Date     Condition        Report By
 KE0024  HISTORY     - 1935     MONUMENTED       CGS
 KE0024
 KE0024                          STATION DESCRIPTION
 KE0024
 KE0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KE0024'5.4 MI SW FROM GALLATIN.
 KE0024'5.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0024'RAILROAD FROM THE STATION AT GALLATIN, DAVIESS COUNTY, 8-1/2
 KE0024'POLES NORTHWEST OF MILEPOST 447, AT 40-FOOT BRIDGE 4468 OVER
 KE0024'A NORTH AND SOUTH ROAD, IN THE TOP OF THE SOUTHEAST END OF THE
 KE0024'SOUTHWEST ABUTMENT, 6 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KE0024'TRACK, AND 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 KE0024'STAMPED F 76 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0326 ***********************************************************************
 KD0326  DESIGNATION -  F 78
 KD0326  PID         -  KD0326
 KD0326  STATE/COUNTY-  MO/LINN
 KD0326  USGS QUAD   -  FOUNTAIN GROVE (1984)
 KD0326
 KD0326                         *CURRENT SURVEY CONTROL
 KD0326  ___________________________________________________________________
 KD0326* NAD 83(1986)-  39 42 54.     (N)    093 20 55.     (W)     SCALED    
 KD0326* NAVD 88     -       205.690  (meters)     674.83   (feet)  ADJUSTED  
 KD0326  ___________________________________________________________________
 KD0326  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KD0326  DYNAMIC HT  -         205.572 (meters)     674.45  (feet)  COMP
 KD0326  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 KD0326
 KD0326  VERT ORDER  -  SECOND    CLASS 0
 KD0326
 KD0326.The horizontal coordinates were scaled from a topographic map and have
 KD0326.an estimated accuracy of +/- 6 seconds.
 KD0326
 KD0326.The orthometric height was determined by differential leveling
 KD0326.and adjusted by the National Geodetic Survey in June 1991..
 KD0326
 KD0326.The geoid height was determined by GEOID03.
 KD0326
 KD0326.The dynamic height is computed by dividing the NAVD 88
 KD0326.geopotential number by the normal gravity value computed on the
 KD0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0326.degrees latitude (g = 980.6199 gals.).
 KD0326
 KD0326.The modeled gravity was interpolated from observed gravity values.
 KD0326
 KD0326;                    North         East    Units  Estimated Accuracy
 KD0326;SPC MO C     -   431,150.      427,240.      MT  (+/- 180 meters Scaled)
 KD0326
 KD0326                          SUPERSEDED SURVEY CONTROL
 KD0326
 KD0326  NGVD 29 (??/??/92)  205.648  (m)          674.70   (f) ADJ UNCH    2 0
 KD0326
 KD0326.Superseded values are not recommended for survey control.
 KD0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0326.See file dsdata.txt to determine how the superseded data were derived.
 KD0326
 KD0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD701961(NAD 83)
 KD0326_MARKER: DB = BENCH MARK DISK
 KD0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0326_SP_SET: BRIDGE
 KD0326_STAMPING: F 78 1935
 KD0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0326
 KD0326  HISTORY     - Date     Condition        Report By
 KD0326  HISTORY     - 1935     MONUMENTED       CGS
 KD0326
 KD0326                          STATION DESCRIPTION
 KD0326
 KD0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0326'2 MI E FROM BEDFORD STATION.
 KD0326'IN LINN COUNTY, 2.0 MILES EAST ALONG THE WABASH RAILROAD FROM
 KD0326'THE STATION AT BEDFORD, LIVINGSTON COUNTY, AT BRIDGE 786, IN
 KD0326'THE TOP OF THE SOUTH END OF THE WEST BACKWALL, 10 FEET SOUTH
 KD0326'OF THE CENTERLINE OF THE TRACK, AND ABOUT ONE HALF FOOT LOWER
 KD0326'THAN THE TRACK.  A STANDARD DISK, STAMPED F 78 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0855 ***********************************************************************
 KD0855  DESIGNATION -  F 79
 KD0855  PID         -  KD0855
 KD0855  STATE/COUNTY-  MO/LIVINGSTON
 KD0855  USGS QUAD   -  UTICA WEST (1984)
 KD0855
 KD0855                         *CURRENT SURVEY CONTROL
 KD0855  ___________________________________________________________________
 KD0855* NAD 83(1986)-  39 39 06.     (N)    093 42 10.     (W)     SCALED    
 KD0855* NAVD 88     -       225.220  (meters)     738.91   (feet)  ADJUSTED  
 KD0855  ___________________________________________________________________
 KD0855  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KD0855  DYNAMIC HT  -         225.086 (meters)     738.47  (feet)  COMP
 KD0855  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 KD0855
 KD0855  VERT ORDER  -  SECOND    CLASS 0
 KD0855
 KD0855.The horizontal coordinates were scaled from a topographic map and have
 KD0855.an estimated accuracy of +/- 6 seconds.
 KD0855
 KD0855.The orthometric height was determined by differential leveling
 KD0855.and adjusted by the National Geodetic Survey in June 1991..
 KD0855
 KD0855.The geoid height was determined by GEOID03.
 KD0855
 KD0855.The dynamic height is computed by dividing the NAVD 88
 KD0855.geopotential number by the normal gravity value computed on the
 KD0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0855.degrees latitude (g = 980.6199 gals.).
 KD0855
 KD0855.The modeled gravity was interpolated from observed gravity values.
 KD0855
 KD0855;                    North         East    Units  Estimated Accuracy
 KD0855;SPC MO C     -   424,470.      396,780.      MT  (+/- 180 meters Scaled)
 KD0855
 KD0855                          SUPERSEDED SURVEY CONTROL
 KD0855
 KD0855  NGVD 29 (??/??/92)  225.158  (m)          738.71   (f) ADJ UNCH    2 0
 KD0855
 KD0855.Superseded values are not recommended for survey control.
 KD0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0855.See file dsdata.txt to determine how the superseded data were derived.
 KD0855
 KD0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD397893(NAD 83)
 KD0855_MARKER: DB = BENCH MARK DISK
 KD0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0855_STAMPING: F 79 1935
 KD0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0855+STABILITY: SURFACE MOTION
 KD0855
 KD0855  HISTORY     - Date     Condition        Report By
 KD0855  HISTORY     - 1935     MONUMENTED       CGS
 KD0855  HISTORY     - 1964     MARK NOT FOUND   NGS
 KD0855
 KD0855                          STATION DESCRIPTION
 KD0855
 KD0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0855'AT LUDLOW.
 KD0855'AT LUDLOW, LIVINGSTON COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 KD0855'PAUL AND PACIFIC RAILROAD, AT THE CROSSING OF A STREET JUST WEST
 KD0855'OF THE STATION, 25 FEET WEST OF THE CENTER OF THE CROSSING, 10
 KD0855'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 7 FEET SOUTHWEST OF
 KD0855'THE CENTER OF A CROSSING-WARNING BATTERY BOX, AND LEVEL WITH THE
 KD0855'TRACK.  A STANDARD DISK, STAMPED F 79 1935 AND SET IN THE TOP
 KD0855'OF A CONCRETE POST.
 KD0855
 KD0855                          STATION RECOVERY (1964)
 KD0855
 KD0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1604 ***********************************************************************
 JD1604  DESIGNATION -  F 8 B 1
 JD1604  PID         -  JD1604
 JD1604  STATE/COUNTY-  MO/HENRY
 JD1604  USGS QUAD   -  LEESVILLE (1981)
 JD1604
 JD1604                         *CURRENT SURVEY CONTROL
 JD1604  ___________________________________________________________________
 JD1604* NAD 83(1986)-  38 20 02.     (N)    093 32 38.     (W)     SCALED    
 JD1604* NAVD 88     -       248.292  (meters)     814.60   (feet)  ADJUSTED  
 JD1604  ___________________________________________________________________
 JD1604  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JD1604  DYNAMIC HT  -         248.118 (meters)     814.03  (feet)  COMP
 JD1604  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 JD1604
 JD1604  VERT ORDER  -  SECOND    CLASS 0
 JD1604
 JD1604.The horizontal coordinates were scaled from a topographic map and have
 JD1604.an estimated accuracy of +/- 6 seconds.
 JD1604
 JD1604.The orthometric height was determined by differential leveling
 JD1604.and adjusted by the National Geodetic Survey in June 1991..
 JD1604
 JD1604.The geoid height was determined by GEOID03.
 JD1604
 JD1604.The dynamic height is computed by dividing the NAVD 88
 JD1604.geopotential number by the normal gravity value computed on the
 JD1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1604.degrees latitude (g = 980.6199 gals.).
 JD1604
 JD1604.The modeled gravity was interpolated from observed gravity values.
 JD1604
 JD1604;                    North         East    Units  Estimated Accuracy
 JD1604;SPC MO W     -   240,940.      933,590.      MT  (+/- 180 meters Scaled)
 JD1604
 JD1604                          SUPERSEDED SURVEY CONTROL
 JD1604
 JD1604  NGVD 29 (??/??/92)  248.16   (m)          814.2    (f) COMPUTED    2 0
 JD1604
 JD1604.Superseded values are not recommended for survey control.
 JD1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1604.See file dsdata.txt to determine how the superseded data were derived.
 JD1604
 JD1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC524430(NAD 83)
 JD1604_MARKER: DZ = AZIMUTH MARK DISK
 JD1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1604_STAMPING: F8 B1
 JD1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1604+STABILITY: SURFACE MOTION
 JD1604
 JD1604  HISTORY     - Date     Condition        Report By
 JD1604  HISTORY     - UNK      MONUMENTED       DOD
 JD1604  HISTORY     - 1963     GOOD             NGS
 JD1604
 JD1604                          STATION DESCRIPTION
 JD1604
 JD1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1604'1.8 MI N FROM TIGHTWAD.
 JD1604'ABOUT 1.55 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1604'AT TIGHTWAD, THENCE 150 YARDS EAST ALONG A FENCE AND THE SOUTH
 JD1604'SIDE OF A ROW OF TREES, THENCE 0.2 MILES NORTH-NORTHEAST ACROSS
 JD1604'COUNTRY, IN SECTION 14, T 41 N, R 24 W, AND THE TOP SURFACE OVER
 JD1604'THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 JD1604'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1603 ***********************************************************************
 JD1603  DESIGNATION -  F 8 B 1 AZ MK
 JD1603  PID         -  JD1603
 JD1603  STATE/COUNTY-  MO/HENRY
 JD1603  USGS QUAD   -  LEESVILLE (1981)
 JD1603
 JD1603                         *CURRENT SURVEY CONTROL
 JD1603  ___________________________________________________________________
 JD1603* NAD 83(1986)-  38 19 56.     (N)    093 32 47.     (W)     SCALED    
 JD1603* NAVD 88     -       250.253  (meters)     821.04   (feet)  ADJUSTED  
 JD1603  ___________________________________________________________________
 JD1603  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JD1603  DYNAMIC HT  -         250.077 (meters)     820.46  (feet)  COMP
 JD1603  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 JD1603
 JD1603  VERT ORDER  -  SECOND    CLASS 0
 JD1603
 JD1603.The horizontal coordinates were scaled from a topographic map and have
 JD1603.an estimated accuracy of +/- 6 seconds.
 JD1603
 JD1603.The orthometric height was determined by differential leveling
 JD1603.and adjusted by the National Geodetic Survey in June 1991..
 JD1603
 JD1603.The geoid height was determined by GEOID03.
 JD1603
 JD1603.The dynamic height is computed by dividing the NAVD 88
 JD1603.geopotential number by the normal gravity value computed on the
 JD1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1603.degrees latitude (g = 980.6199 gals.).
 JD1603
 JD1603.The modeled gravity was interpolated from observed gravity values.
 JD1603
 JD1603;                    North         East    Units  Estimated Accuracy
 JD1603;SPC MO W     -   240,760.      933,380.      MT  (+/- 180 meters Scaled)
 JD1603
 JD1603                          SUPERSEDED SURVEY CONTROL
 JD1603
 JD1603  NGVD 29 (??/??/92)  250.12   (m)          820.6    (f) COMPUTED    2 0
 JD1603
 JD1603.Superseded values are not recommended for survey control.
 JD1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1603.See file dsdata.txt to determine how the superseded data were derived.
 JD1603
 JD1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC522428(NAD 83)
 JD1603_MARKER: DZ = AZIMUTH MARK DISK
 JD1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1603_STAMPING: F8 B1 1963
 JD1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1603+STABILITY: SURFACE MOTION
 JD1603
 JD1603  HISTORY     - Date     Condition        Report By
 JD1603  HISTORY     - 1963     MONUMENTED       CGS
 JD1603
 JD1603                          STATION DESCRIPTION
 JD1603
 JD1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1603'1.6 MI N FROM TIGHTWAD.
 JD1603'ABOUT 1.55 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1603'AT TIGHTWAD, THENCE 0.1 MILE WEST-SOUTHWEST TO THE SOUTHWEST
 JD1603'CORNER OF A FIELD, NEAR A WOODED AREA NORTH OF A FARMHOUSE,
 JD1603'ABOUT 200 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, IN
 JD1603'SECTION 14, T 41 N, R 24 W, 42 FEET SOUTH OF A 18-INCH FORKED
 JD1603'OAK TREE, 21 FEET EAST OF A LONE 12-INCH CEDAR TREE, 2 FEET
 JD1603'NORTH OF A FENCE, 2.7 FEET NORTHEAST OF A METAL WITNESS POST,
 JD1603'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1602 ***********************************************************************
 JD1602  DESIGNATION -  F 8 B 2
 JD1602  PID         -  JD1602
 JD1602  STATE/COUNTY-  MO/HENRY
 JD1602  USGS QUAD   -  LEESVILLE (1981)
 JD1602
 JD1602                         *CURRENT SURVEY CONTROL
 JD1602  ___________________________________________________________________
 JD1602* NAD 83(1986)-  38 19 49.     (N)    093 32 35.     (W)     SCALED    
 JD1602* NAVD 88     -       247.178  (meters)     810.95   (feet)  ADJUSTED  
 JD1602  ___________________________________________________________________
 JD1602  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JD1602  DYNAMIC HT  -         247.005 (meters)     810.38  (feet)  COMP
 JD1602  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 JD1602
 JD1602  VERT ORDER  -  SECOND    CLASS 0
 JD1602
 JD1602.The horizontal coordinates were scaled from a topographic map and have
 JD1602.an estimated accuracy of +/- 6 seconds.
 JD1602
 JD1602.The orthometric height was determined by differential leveling
 JD1602.and adjusted by the National Geodetic Survey in June 1991..
 JD1602
 JD1602.The geoid height was determined by GEOID03.
 JD1602
 JD1602.The dynamic height is computed by dividing the NAVD 88
 JD1602.geopotential number by the normal gravity value computed on the
 JD1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1602.degrees latitude (g = 980.6199 gals.).
 JD1602
 JD1602.The modeled gravity was interpolated from observed gravity values.
 JD1602
 JD1602;                    North         East    Units  Estimated Accuracy
 JD1602;SPC MO W     -   240,540.      933,670.      MT  (+/- 180 meters Scaled)
 JD1602
 JD1602                          SUPERSEDED SURVEY CONTROL
 JD1602
 JD1602  NGVD 29 (??/??/92)  247.05   (m)          810.5    (f) COMPUTED    2 0
 JD1602
 JD1602.Superseded values are not recommended for survey control.
 JD1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1602.See file dsdata.txt to determine how the superseded data were derived.
 JD1602
 JD1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC525426(NAD 83)
 JD1602_MARKER: DZ = AZIMUTH MARK DISK
 JD1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1602_STAMPING: F8 B2
 JD1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1602+STABILITY: SURFACE MOTION
 JD1602
 JD1602  HISTORY     - Date     Condition        Report By
 JD1602  HISTORY     - UNK      MONUMENTED       DOD
 JD1602  HISTORY     - 1963     GOOD             NGS
 JD1602
 JD1602                          STATION DESCRIPTION
 JD1602
 JD1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1602'1.8 MI N FROM TIGHTWAD.
 JD1602'ABOUT 1.5 MILES NORTH ALONG STATE ROAD PP TO A JUNCTION OF A
 JD1602'GRAVELED ROAD LEADING WEST, THENCE 0.25 MILE EAST ALONG A DIM
 JD1602'TRAIL ROAD, ABOUT 200 FEET WEST OF A GROVE OF TREES, IN SECTION
 JD1602'14, T 41 N, R 24 W, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 JD1602'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD1602'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0325 ***********************************************************************
 LF0325  DESIGNATION -  F 80
 LF0325  PID         -  LF0325
 LF0325  STATE/COUNTY-  MO/HOLT
 LF0325  USGS QUAD   -  MOUND CITY (1981)
 LF0325
 LF0325                         *CURRENT SURVEY CONTROL
 LF0325  ___________________________________________________________________
 LF0325* NAD 83(1986)-  40 08 57.     (N)    095 08 41.     (W)     SCALED    
 LF0325* NAVD 88     -       318.219  (meters)    1044.02   (feet)  POSTED    
 LF0325  ___________________________________________________________________
 LF0325  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LF0325  DYNAMIC HT  -         318.040 (meters)    1043.44  (feet)  COMP
 LF0325  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 LF0325
 LF0325  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LF0325
 LF0325.The horizontal coordinates were scaled from a topographic map and have
 LF0325.an estimated accuracy of +/- 6 seconds.
 LF0325
 LF0325.The orthometric height was determined by differential leveling
 LF0325.and adjusted by the National Geodetic Survey in 1992..
 LF0325.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LF0325.rate of 0.0 thru 1.0 mm/km.
 LF0325
 LF0325.The geoid height was determined by GEOID03.
 LF0325
 LF0325.The dynamic height is computed by dividing the NAVD 88
 LF0325.geopotential number by the normal gravity value computed on the
 LF0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0325.degrees latitude (g = 980.6199 gals.).
 LF0325
 LF0325.The modeled gravity was interpolated from observed gravity values.
 LF0325
 LF0325;                    North         East    Units  Estimated Accuracy
 LF0325;SPC MO W     -   442,230.      795,070.      MT  (+/- 180 meters Scaled)
 LF0325
 LF0325                          SUPERSEDED SURVEY CONTROL
 LF0325
 LF0325  NGVD 29 (??/??/92)  318.123  (m)         1043.71   (f) ADJ UNCH    2 0
 LF0325
 LF0325.Superseded values are not recommended for survey control.
 LF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0325.See file dsdata.txt to determine how the superseded data were derived.
 LF0325
 LF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE173465(NAD 83)
 LF0325_MARKER: DB = BENCH MARK DISK
 LF0325_SETTING: 0 = UNSPECIFIED SETTING
 LF0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0325
 LF0325  HISTORY     - Date     Condition        Report By
 LF0325  HISTORY     - UNK      MONUMENTED       CGS
 LF0325  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF0325  HISTORY     - 1975     MARK NOT FOUND   USGS
 LF0325
 LF0325                          STATION DESCRIPTION
 LF0325
 LF0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF0325'5.3 MI NE FROM MOUND CITY.
 LF0325'ALONG THE C.B. AND Q. RAILROAD TO A PUBLIC CROSSING ON THE
 LF0325'SECTION LINE BETWEEN SECTIONS 25 AND 26, T 61 N, R 37 W, THENCE
 LF0325'SOUTH ALONG THE PUBLIC ROAD 87 FEET FROM THE CENTERLINE OF THE
 LF0325'TRACK, THENCE WEST 27 FEET FROM THE CENTERLINE OF THE ROAD.
 LF0325'SET IN POST IN THE LINE OF TELEGRAPH POLES, 4 FEET ABOVE THE
 LF0325'RAILS.  NOTE-- HOLT COUNTY ROAD D WHICH IS MACADAM AND IS
 LF0325'A NORTH-SOUTH ROAD FORMS THE CROSSING WITH THE CHICAGO,
 LF0325'BURLINGTON AND QUINCY RAILROAD WHICH IS THE ORIGINAL DESCRIPTION
 LF0325'REFERS TO.  THIS CROSSING IS 1.3 MILES NORTH OF THE JUNCTION OF
 LF0325'U.S. HIGHWAY 275, STATE HIGHWAY 113, AND COUNTY ROAD D AND
 LF0325'CONSIDERABLE CONSTRUCTION WORK HAS BEEN DONE AT THIS CROSSING.
 LF0325'THE MARK WAS NOT RECOVERED AFTER ABOUT 1/2 HOUR SEARCH AND IT
 LF0325'IS EITHER COVERED OR DESTROYED.
 LF0325
 LF0325                          STATION RECOVERY (1975)
 LF0325
 LF0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0364 ***********************************************************************
 LE0364  DESIGNATION -  F 82
 LE0364  PID         -  LE0364
 LE0364  STATE/COUNTY-  MO/GRUNDY
 LE0364  USGS QUAD   -  SPICKARD (1984)
 LE0364
 LE0364                         *CURRENT SURVEY CONTROL
 LE0364  ___________________________________________________________________
 LE0364* NAD 83(1986)-  40 09 06.     (N)    093 36 43.     (W)     SCALED    
 LE0364* NAVD 88     -       238.902  (meters)     783.80   (feet)  ADJUSTED  
 LE0364  ___________________________________________________________________
 LE0364  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LE0364  DYNAMIC HT  -         238.775 (meters)     783.38  (feet)  COMP
 LE0364  MODELED GRAV-     980,087.5   (mgal)                       NAVD 88
 LE0364
 LE0364  VERT ORDER  -  SECOND    CLASS 0
 LE0364
 LE0364.The horizontal coordinates were scaled from a topographic map and have
 LE0364.an estimated accuracy of +/- 6 seconds.
 LE0364
 LE0364.The orthometric height was determined by differential leveling
 LE0364.and adjusted by the National Geodetic Survey in June 1991..
 LE0364
 LE0364.The geoid height was determined by GEOID03.
 LE0364
 LE0364.The dynamic height is computed by dividing the NAVD 88
 LE0364.geopotential number by the normal gravity value computed on the
 LE0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0364.degrees latitude (g = 980.6199 gals.).
 LE0364
 LE0364.The modeled gravity was interpolated from observed gravity values.
 LE0364
 LE0364;                    North         East    Units  Estimated Accuracy
 LE0364;SPC MO C     -   479,880.      405,260.      MT  (+/- 180 meters Scaled)
 LE0364
 LE0364                          SUPERSEDED SURVEY CONTROL
 LE0364
 LE0364  NGVD 29 (??/??/92)  238.883  (m)          783.74   (f) ADJ UNCH    2 0
 LE0364
 LE0364.Superseded values are not recommended for survey control.
 LE0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0364.See file dsdata.txt to determine how the superseded data were derived.
 LE0364
 LE0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE478447(NAD 83)
 LE0364_MARKER: DB = BENCH MARK DISK
 LE0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0364_STAMPING: F 82 1935
 LE0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0364+STABILITY: SURFACE MOTION
 LE0364
 LE0364  HISTORY     - Date     Condition        Report By
 LE0364  HISTORY     - 1935     MONUMENTED       CGS
 LE0364  HISTORY     - 1967     GOOD             NGS
 LE0364  HISTORY     - 20030709 POOR             MODNR
 LE0364  HISTORY     - 20031222 POOR             MODNR
 LE0364
 LE0364                          STATION DESCRIPTION
 LE0364
 LE0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0364'0.7 MI S FROM TINDALL.
 LE0364'0.7 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0364'RAILROAD FROM THE STATION AT TINDALL, GRUNDY COUNTY, 6 POLES
 LE0364'NORTH OF MILEPOST 411, AT A ROAD CROSSING, 57 FEET WEST OF THE
 LE0364'CENTERLINE OF THE TRACK, 45 FEET SOUTH OF THE CENTERLINE OF THE
 LE0364'ROAD, 3 FEET EAST OF A RIGHT-OF-WAY FENCE, AND LEVEL WITH THE
 LE0364'TRACK.  A STANDARD DISK, STAMPED F 82 1935 AND SET IN THE TOP
 LE0364'OF A CONCRETE POST.
 LE0364
 LE0364                          STATION RECOVERY (1967)
 LE0364
 LE0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0364'RECOVERED IN GOOD CONDITION.
 LE0364
 LE0364                          STATION RECOVERY (2003)
 LE0364
 LE0364'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 LE0364'FOUND DESTROYED. DISK RECOVERED AND REMOVED
 LE0364
 LE0364                          STATION RECOVERY (2003)
 LE0364
 LE0364'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BW)
 LE0364'MARK DAMAGED. DISK REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0348 ***********************************************************************
 LE0348  DESIGNATION -  F 83
 LE0348  PID         -  LE0348
 LE0348  STATE/COUNTY-  MO/HARRISON
 LE0348  USGS QUAD   -  EAGLEVILLE (1984)
 LE0348
 LE0348                         *CURRENT SURVEY CONTROL
 LE0348  ___________________________________________________________________
 LE0348* NAD 83(1986)-  40 25 38.     (N)    093 55 08.     (W)     SCALED    
 LE0348* NAVD 88     -       322.113  (meters)    1056.80   (feet)  ADJUSTED  
 LE0348  ___________________________________________________________________
 LE0348  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LE0348  DYNAMIC HT  -         321.947 (meters)    1056.25  (feet)  COMP
 LE0348  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 LE0348
 LE0348  VERT ORDER  -  SECOND    CLASS 0
 LE0348
 LE0348.The horizontal coordinates were scaled from a topographic map and have
 LE0348.an estimated accuracy of +/- 6 seconds.
 LE0348
 LE0348.The orthometric height was determined by differential leveling
 LE0348.and adjusted by the National Geodetic Survey in June 1991..
 LE0348
 LE0348.The geoid height was determined by GEOID03.
 LE0348
 LE0348.The dynamic height is computed by dividing the NAVD 88
 LE0348.geopotential number by the normal gravity value computed on the
 LE0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0348.degrees latitude (g = 980.6199 gals.).
 LE0348
 LE0348.The modeled gravity was interpolated from observed gravity values.
 LE0348
 LE0348;                    North         East    Units  Estimated Accuracy
 LE0348;SPC MO W     -   473,070.      899,310.      MT  (+/- 180 meters Scaled)
 LE0348
 LE0348                          SUPERSEDED SURVEY CONTROL
 LE0348
 LE0348  NGVD 29 (??/??/92)  322.022  (m)         1056.50   (f) ADJ UNCH    2 0
 LE0348
 LE0348.Superseded values are not recommended for survey control.
 LE0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0348.See file dsdata.txt to determine how the superseded data were derived.
 LE0348
 LE0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE220755(NAD 83)
 LE0348_MARKER: DB = BENCH MARK DISK
 LE0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0348_STAMPING: F 83 1935
 LE0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0348+STABILITY: SURFACE MOTION
 LE0348
 LE0348  HISTORY     - Date     Condition        Report By
 LE0348  HISTORY     - 1935     MONUMENTED       CGS
 LE0348
 LE0348                          STATION DESCRIPTION
 LE0348
 LE0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0348'3.6 MI NE FROM RIDGEWAY.
 LE0348'3.6 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0348'RAILROAD FROM THE WATER TOWER AT RIDGEWAY, HARRISON COUNTY,
 LE0348'OPPOSITE MILEPOST 64, 8 POLES NORTH OF A ROAD CROSSING, 36
 LE0348'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 9 FEET
 LE0348'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK.
 LE0348'A STANDARD DISK, STAMPED F 83 1935 AND SET IN THE TOP OF A
 LE0348'CONCRETE POST.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH
 LE0348'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0132 ***********************************************************************
 LE0132  DESIGNATION -  F 84
 LE0132  PID         -  LE0132
 LE0132  STATE/COUNTY-  MO/ADAIR
 LE0132  USGS QUAD   -  GREENTOP (1979)
 LE0132
 LE0132                         *CURRENT SURVEY CONTROL
 LE0132  ___________________________________________________________________
 LE0132* NAD 83(1986)-  40 16 45.     (N)    092 35 05.     (W)     SCALED    
 LE0132* NAVD 88     -       294.077  (meters)     964.82   (feet)  ADJUSTED  
 LE0132  ___________________________________________________________________
 LE0132  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LE0132  DYNAMIC HT  -         293.923 (meters)     964.31  (feet)  COMP
 LE0132  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 LE0132
 LE0132  VERT ORDER  -  SECOND    CLASS 0
 LE0132
 LE0132.The horizontal coordinates were scaled from a topographic map and have
 LE0132.an estimated accuracy of +/- 6 seconds.
 LE0132
 LE0132.The orthometric height was determined by differential leveling
 LE0132.and adjusted by the National Geodetic Survey in June 1991..
 LE0132
 LE0132.The geoid height was determined by GEOID03.
 LE0132
 LE0132.The dynamic height is computed by dividing the NAVD 88
 LE0132.geopotential number by the normal gravity value computed on the
 LE0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0132.degrees latitude (g = 980.6199 gals.).
 LE0132
 LE0132.The modeled gravity was interpolated from observed gravity values.
 LE0132
 LE0132;                    North         East    Units  Estimated Accuracy
 LE0132;SPC MO C     -   493,450.      492,800.      MT  (+/- 180 meters Scaled)
 LE0132
 LE0132                          SUPERSEDED SURVEY CONTROL
 LE0132
 LE0132  NGVD 29 (??/??/92)  294.077  (m)          964.82   (f) ADJ UNCH    2 0
 LE0132
 LE0132.Superseded values are not recommended for survey control.
 LE0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0132.See file dsdata.txt to determine how the superseded data were derived.
 LE0132
 LE0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE353588(NAD 83)
 LE0132_MARKER: DB = BENCH MARK DISK
 LE0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0132_STAMPING: F 84 1935
 LE0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0132+STABILITY: SURFACE MOTION
 LE0132
 LE0132  HISTORY     - Date     Condition        Report By
 LE0132  HISTORY     - 1935     MONUMENTED       CGS
 LE0132  HISTORY     - 1943     GOOD             NGS
 LE0132  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0132
 LE0132                          STATION DESCRIPTION
 LE0132
 LE0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0132'1.8 MI S FROM SUBLETTE.
 LE0132'1.8 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 LE0132'SUBLETTE, ADAIR COUNTY, 4-1/2 POLES EAST OF MILEPOST 211, AT A
 LE0132'ROAD CROSSING, 48 FEET WEST OF THE CENTER OF THE CROSSING, 38
 LE0132'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 14 FEET NORTH
 LE0132'OF THE CENTERLINE OF THE ROAD, 5 FEET NORTHWEST OF A
 LE0132'CROSSING-WARNING SIGN, 2-1/2 FEET EAST OF THE RIGHT-OF-WAY
 LE0132'FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 LE0132'DISK, STAMPED F 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0132
 LE0132                          STATION RECOVERY (1967)
 LE0132
 LE0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0584 ***********************************************************************
 LD0584  DESIGNATION -  F 85
 LD0584  PID         -  LD0584
 LD0584  STATE/COUNTY-  MO/CLARK
 LD0584  USGS QUAD   -  MEDILL (1975)
 LD0584
 LD0584                         *CURRENT SURVEY CONTROL
 LD0584  ___________________________________________________________________
 LD0584* NAD 83(1986)-  40 25 06.     (N)    091 48 19.     (W)     SCALED    
 LD0584* NAVD 88     -       217.256  (meters)     712.78   (feet)  ADJUSTED  
 LD0584  ___________________________________________________________________
 LD0584  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0584  DYNAMIC HT  -         217.146 (meters)     712.42  (feet)  COMP
 LD0584  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 LD0584
 LD0584  VERT ORDER  -  SECOND    CLASS 0
 LD0584
 LD0584.The horizontal coordinates were scaled from a topographic map and have
 LD0584.an estimated accuracy of +/- 6 seconds.
 LD0584
 LD0584.The orthometric height was determined by differential leveling
 LD0584.and adjusted by the National Geodetic Survey in June 1991..
 LD0584
 LD0584.The geoid height was determined by GEOID03.
 LD0584
 LD0584.The dynamic height is computed by dividing the NAVD 88
 LD0584.geopotential number by the normal gravity value computed on the
 LD0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0584.degrees latitude (g = 980.6199 gals.).
 LD0584
 LD0584.The modeled gravity was interpolated from observed gravity values.
 LD0584
 LD0584;                    North         East    Units  Estimated Accuracy
 LD0584;SPC MO E     -   509,720.      139,230.      MT  (+/- 180 meters Scaled)
 LD0584
 LD0584                          SUPERSEDED SURVEY CONTROL
 LD0584
 LD0584  NGVD 29 (??/??/92)  217.277  (m)          712.85   (f) ADJ UNCH    2 0
 LD0584
 LD0584.Superseded values are not recommended for survey control.
 LD0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0584.See file dsdata.txt to determine how the superseded data were derived.
 LD0584
 LD0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE013748(NAD 83)
 LD0584_MARKER: DB = BENCH MARK DISK
 LD0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0584_STAMPING: F 85 1935
 LD0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0584+STABILITY: SURFACE MOTION
 LD0584
 LD0584  HISTORY     - Date     Condition        Report By
 LD0584  HISTORY     - 1935     MONUMENTED       CGS
 LD0584
 LD0584                          STATION DESCRIPTION
 LD0584
 LD0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0584'1.8 MI SW FROM MEDILL.
 LD0584'1.8 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0584'RAILWAY FROM THE OVERPASS OF STATE HIGHWAY 4 AT MEDILL, CLARK
 LD0584'COUNTY, 8 POLES WEST OF MILEPOST 265, AT A ROAD CROSSING, 107
 LD0584'FEET WEST OF THE CENTERLINE OF THE ROAD, 46 FEET NORTH OF THE
 LD0584'CENTERLINE OF THE NORTH TRACK, AT AN OFF-SET POST IN THE
 LD0584'RIGHT-OF-WAY FENCE, 4 FEET SOUTH OF THE FENCE, AND LEVEL WITH THE
 LD0584'TRACK.  A STANDARD DISK, STAMPED F 85 1935 AND SET IN THE TOP
 LD0584'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0105 ***********************************************************************
 LE0105  DESIGNATION -  F 86
 LE0105  PID         -  LE0105
 LE0105  STATE/COUNTY-  MO/SCOTLAND
 LE0105  USGS QUAD   -  MEMPHIS (1982)
 LE0105
 LE0105                         *CURRENT SURVEY CONTROL
 LE0105  ___________________________________________________________________
 LE0105* NAD 83(1986)-  40 27 52.     (N)    092 12 27.     (W)     SCALED    
 LE0105* NAVD 88     -       217.529  (meters)     713.68   (feet)  ADJUSTED  
 LE0105  ___________________________________________________________________
 LE0105  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LE0105  DYNAMIC HT  -         217.418 (meters)     713.31  (feet)  COMP
 LE0105  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 LE0105
 LE0105  VERT ORDER  -  SECOND    CLASS 0
 LE0105
 LE0105.The horizontal coordinates were scaled from a topographic map and have
 LE0105.an estimated accuracy of +/- 6 seconds.
 LE0105
 LE0105.The orthometric height was determined by differential leveling
 LE0105.and adjusted by the National Geodetic Survey in June 1991..
 LE0105
 LE0105.The geoid height was determined by GEOID03.
 LE0105
 LE0105.The dynamic height is computed by dividing the NAVD 88
 LE0105.geopotential number by the normal gravity value computed on the
 LE0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0105.degrees latitude (g = 980.6199 gals.).
 LE0105
 LE0105.The modeled gravity was interpolated from observed gravity values.
 LE0105
 LE0105;                    North         East    Units  Estimated Accuracy
 LE0105;SPC MO C     -   514,060.      524,810.      MT  (+/- 180 meters Scaled)
 LE0105
 LE0105                          SUPERSEDED SURVEY CONTROL
 LE0105
 LE0105  NGVD 29 (??/??/92)  217.540  (m)          713.71   (f) ADJ UNCH    2 0
 LE0105
 LE0105.Superseded values are not recommended for survey control.
 LE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0105.See file dsdata.txt to determine how the superseded data were derived.
 LE0105
 LE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE671796(NAD 83)
 LE0105_MARKER: DB = BENCH MARK DISK
 LE0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0105_STAMPING: F 86 1935
 LE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0105+STABILITY: SURFACE MOTION
 LE0105
 LE0105  HISTORY     - Date     Condition        Report By
 LE0105  HISTORY     - 1935     MONUMENTED       CGS
 LE0105  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0105
 LE0105                          STATION DESCRIPTION
 LE0105
 LE0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0105'2.2 MI W FROM MEMPHIS.
 LE0105'2.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0105'FROM THE STATION AT MEMPHIS, SCOTLAND COUNTY, 16 POLES EAST
 LE0105'OF MILEPOST 48, AT A ROAD CROSSING, 31 FEET SOUTH OF THE
 LE0105'CENTERLINE OF THE TRACK, 16 FEET EAST OF THE CENTERLINE OF THE
 LE0105'ROAD, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F
 LE0105'86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0105
 LE0105                          STATION RECOVERY (1967)
 LE0105
 LE0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0682 ***********************************************************************
 GE0682  DESIGNATION -  F 9
 GE0682  PID         -  GE0682
 GE0682  STATE/COUNTY-  MO/OREGON
 GE0682  USGS QUAD   -  THAYER (1986)
 GE0682
 GE0682                         *CURRENT SURVEY CONTROL
 GE0682  ___________________________________________________________________
 GE0682* NAD 83(1986)-  36 31 12.     (N)    091 32 12.     (W)     SCALED    
 GE0682* NAVD 88     -       161.215  (meters)     528.92   (feet)  ADJUSTED  
 GE0682  ___________________________________________________________________
 GE0682  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GE0682  DYNAMIC HT  -         161.083 (meters)     528.49  (feet)  COMP
 GE0682  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 GE0682
 GE0682  VERT ORDER  -  FIRST     CLASS II
 GE0682
 GE0682.The horizontal coordinates were scaled from a topographic map and have
 GE0682.an estimated accuracy of +/- 6 seconds.
 GE0682
 GE0682.The orthometric height was determined by differential leveling
 GE0682.and adjusted by the National Geodetic Survey in June 1991..
 GE0682
 GE0682.The geoid height was determined by GEOID03.
 GE0682
 GE0682.The dynamic height is computed by dividing the NAVD 88
 GE0682.geopotential number by the normal gravity value computed on the
 GE0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0682.degrees latitude (g = 980.6199 gals.).
 GE0682
 GE0682.The modeled gravity was interpolated from observed gravity values.
 GE0682
 GE0682;                    North         East    Units  Estimated Accuracy
 GE0682;SPC MO E     -    76,690.      157,150.      MT  (+/- 180 meters Scaled)
 GE0682
 GE0682                          SUPERSEDED SURVEY CONTROL
 GE0682
 GE0682  NGVD 29 (??/??/92)  161.096  (m)          528.53   (f) ADJ UNCH    1 2
 GE0682
 GE0682.Superseded values are not recommended for survey control.
 GE0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0682.See file dsdata.txt to determine how the superseded data were derived.
 GE0682
 GE0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA310426(NAD 83)
 GE0682_MARKER: DB = BENCH MARK DISK
 GE0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0682_SP_SET: CULVERT
 GE0682_STAMPING: 528.529 F 9 1928
 GE0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0682
 GE0682  HISTORY     - Date     Condition        Report By
 GE0682  HISTORY     - 1928     MONUMENTED       CGS
 GE0682  HISTORY     - 1934     GOOD             NGS
 GE0682
 GE0682                          STATION DESCRIPTION
 GE0682
 GE0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0682'0.4 MI SE FROM THAYER.
 GE0682'0.4 MILE SOUTHEAST OF THE STATION AT THAYER, OREGON COUNTY, ON
 GE0682'THE RIGHT-OF-WAY OF THE ST. LOUIS-SAN FRANCISCO RAILWAY, 28
 GE0682'FEET SOUTH OF THE SOUTH CORNER OF SEMAPHORE 340.2, 220 FEET
 GE0682'SOUTHEAST OF THE EAST CORNER OF SEMAPHORE 340.3, OPPOSITE AND
 GE0682'BETWEEN POLES 340-12 AND 340-13, AT A SMALL CONCRETE CULVERT
 GE0682'(BUILT IN 1916), IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 GE0682'HEADWALL, AND 8 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.
 GE0682'A STANDARD DISK, STAMPED 528.529 F 9 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1615 ***********************************************************************
 JD1615  DESIGNATION -  F 9 B 1
 JD1615  PID         -  JD1615
 JD1615  STATE/COUNTY-  MO/HENRY
 JD1615  USGS QUAD   -  CALHOUN EAST (1981)
 JD1615
 JD1615                         *CURRENT SURVEY CONTROL
 JD1615  ___________________________________________________________________
 JD1615* NAD 83(1986)-  38 26 48.     (N)    093 32 05.     (W)     SCALED    
 JD1615* NAVD 88     -       253.088  (meters)     830.34   (feet)  ADJUSTED  
 JD1615  ___________________________________________________________________
 JD1615  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD1615  DYNAMIC HT  -         252.911 (meters)     829.76  (feet)  COMP
 JD1615  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 JD1615
 JD1615  VERT ORDER  -  SECOND    CLASS 0
 JD1615
 JD1615.The horizontal coordinates were scaled from a topographic map and have
 JD1615.an estimated accuracy of +/- 6 seconds.
 JD1615
 JD1615.The orthometric height was determined by differential leveling
 JD1615.and adjusted by the National Geodetic Survey in June 1991..
 JD1615
 JD1615.The geoid height was determined by GEOID03.
 JD1615
 JD1615.The dynamic height is computed by dividing the NAVD 88
 JD1615.geopotential number by the normal gravity value computed on the
 JD1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1615.degrees latitude (g = 980.6199 gals.).
 JD1615
 JD1615.The modeled gravity was interpolated from observed gravity values.
 JD1615
 JD1615;                    North         East    Units  Estimated Accuracy
 JD1615;SPC MO W     -   253,470.      934,260.      MT  (+/- 180 meters Scaled)
 JD1615
 JD1615                          SUPERSEDED SURVEY CONTROL
 JD1615
 JD1615  NGVD 29 (??/??/92)  252.97   (m)          830.0    (f) COMPUTED    2 0
 JD1615
 JD1615.Superseded values are not recommended for survey control.
 JD1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1615.See file dsdata.txt to determine how the superseded data were derived.
 JD1615
 JD1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC533555(NAD 83)
 JD1615_MARKER: DZ = AZIMUTH MARK DISK
 JD1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1615+STABILITY: SURFACE MOTION
 JD1615
 JD1615  HISTORY     - Date     Condition        Report By
 JD1615  HISTORY     - UNK      MONUMENTED       DOD
 JD1615  HISTORY     - 1963     GOOD             NGS
 JD1615
 JD1615                          STATION DESCRIPTION
 JD1615
 JD1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1615'9.8 MI N FROM TIGHTWAD.
 JD1615'ABOUT 5.7 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1615'AT TIGHTWAD, THENCE 4.05 MILES NORTH ALONG STATE ROAD Y, ABOUT
 JD1615'300 FEET SOUTH OF A INTERSECTION, IN SECTION 12, T 42 N,
 JD1615'R 24 W, 41 FEET EAST OF THE CENTER LINE OF THE ROAD, 10 FEET
 JD1615'EAST OF A FENCE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 JD1615'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD1615'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1616 ***********************************************************************
 JD1616  DESIGNATION -  F 9 B 2
 JD1616  PID         -  JD1616
 JD1616  STATE/COUNTY-  MO/HENRY
 JD1616  USGS QUAD   -  CALHOUN EAST (1981)
 JD1616
 JD1616                         *CURRENT SURVEY CONTROL
 JD1616  ___________________________________________________________________
 JD1616* NAD 83(1986)-  38 26 49.     (N)    093 31 55.     (W)     SCALED    
 JD1616* NAVD 88     -       251.117  (meters)     823.87   (feet)  ADJUSTED  
 JD1616  ___________________________________________________________________
 JD1616  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD1616  DYNAMIC HT  -         250.942 (meters)     823.30  (feet)  COMP
 JD1616  MODELED GRAV-     979,925.2   (mgal)                       NAVD 88
 JD1616
 JD1616  VERT ORDER  -  SECOND    CLASS 0
 JD1616
 JD1616.The horizontal coordinates were scaled from a topographic map and have
 JD1616.an estimated accuracy of +/- 6 seconds.
 JD1616
 JD1616.The orthometric height was determined by differential leveling
 JD1616.and adjusted by the National Geodetic Survey in June 1991..
 JD1616
 JD1616.The geoid height was determined by GEOID03.
 JD1616
 JD1616.The dynamic height is computed by dividing the NAVD 88
 JD1616.geopotential number by the normal gravity value computed on the
 JD1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1616.degrees latitude (g = 980.6199 gals.).
 JD1616
 JD1616.The modeled gravity was interpolated from observed gravity values.
 JD1616
 JD1616;                    North         East    Units  Estimated Accuracy
 JD1616;SPC MO W     -   253,500.      934,500.      MT  (+/- 180 meters Scaled)
 JD1616
 JD1616                          SUPERSEDED SURVEY CONTROL
 JD1616
 JD1616  NGVD 29 (??/??/92)  250.99   (m)          823.5    (f) COMPUTED    2 0
 JD1616
 JD1616.Superseded values are not recommended for survey control.
 JD1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1616.See file dsdata.txt to determine how the superseded data were derived.
 JD1616
 JD1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC535555(NAD 83)
 JD1616_MARKER: DZ = AZIMUTH MARK DISK
 JD1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1616_STAMPING: F9 B2
 JD1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1616+STABILITY: SURFACE MOTION
 JD1616
 JD1616  HISTORY     - Date     Condition        Report By
 JD1616  HISTORY     - UNK      MONUMENTED       DOD
 JD1616  HISTORY     - 1963     GOOD             NGS
 JD1616
 JD1616                          STATION DESCRIPTION
 JD1616
 JD1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1616'10 MI N FROM TIGHTWAD.
 JD1616'ABOUT 5.7 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1616'AT TIGHTWAD, THENCE 4.1 MILES NORTH ALONG STATE ROAD Y, THENCE
 JD1616'0.2 MILE EAST ALONG A GRAVELED ROAD, 159 FEET SOUTH OF THE
 JD1616'CENTER LINE OF THE ROAD, 138 FEET SOUTH OF A FENCE, AND THE TOP
 JD1616'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 JD1616'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 JD1616'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1613 ***********************************************************************
 JD1613  DESIGNATION -  F 9 Z
 JD1613  PID         -  JD1613
 JD1613  STATE/COUNTY-  MO/HENRY
 JD1613  USGS QUAD   -  CALHOUN EAST (1981)
 JD1613
 JD1613                         *CURRENT SURVEY CONTROL
 JD1613  ___________________________________________________________________
 JD1613* NAD 83(1986)-  38 26 23.     (N)    093 31 56.     (W)     SCALED    
 JD1613* NAVD 88     -       254.557  (meters)     835.16   (feet)  ADJUSTED  
 JD1613  ___________________________________________________________________
 JD1613  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JD1613  DYNAMIC HT  -         254.380 (meters)     834.58  (feet)  COMP
 JD1613  MODELED GRAV-     979,925.5   (mgal)                       NAVD 88
 JD1613
 JD1613  VERT ORDER  -  SECOND    CLASS 0
 JD1613
 JD1613.The horizontal coordinates were scaled from a topographic map and have
 JD1613.an estimated accuracy of +/- 6 seconds.
 JD1613
 JD1613.The orthometric height was determined by differential leveling
 JD1613.and adjusted by the National Geodetic Survey in June 1991..
 JD1613
 JD1613.The geoid height was determined by GEOID03.
 JD1613
 JD1613.The dynamic height is computed by dividing the NAVD 88
 JD1613.geopotential number by the normal gravity value computed on the
 JD1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1613.degrees latitude (g = 980.6199 gals.).
 JD1613
 JD1613.The modeled gravity was interpolated from observed gravity values.
 JD1613
 JD1613;                    North         East    Units  Estimated Accuracy
 JD1613;SPC MO W     -   252,700.      934,490.      MT  (+/- 180 meters Scaled)
 JD1613
 JD1613                          SUPERSEDED SURVEY CONTROL
 JD1613
 JD1613  NGVD 29 (??/??/92)  254.44   (m)          834.8    (f) COMPUTED    2 0
 JD1613
 JD1613.Superseded values are not recommended for survey control.
 JD1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1613.See file dsdata.txt to determine how the superseded data were derived.
 JD1613
 JD1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC535547(NAD 83)
 JD1613_MARKER: DS = TRIANGULATION STATION DISK
 JD1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1613_STAMPING: F 9 Z 1963
 JD1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1613+STABILITY: SURFACE MOTION
 JD1613
 JD1613  HISTORY     - Date     Condition        Report By
 JD1613  HISTORY     - 1963     MONUMENTED       CGS
 JD1613
 JD1613                          STATION DESCRIPTION
 JD1613
 JD1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1613'9.5 MI N FROM TIGHTWAD.
 JD1613'ABOUT 5.7 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1613'AT TIGHTWAD, THENCE 3.6 MILES NORTH ALONG STATE ROAD Y, THENCE
 JD1613'0.2 MILE EAST ALONG A PRIVATE DRIVEWAY TO A FARMHOUSE, 42 FEET
 JD1613'SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 11 1/2 FEET SOUTH
 JD1613'OF THE SOUTH FENCE OF A LANE, 12 FEET SOUTH OF A METAL WITNESS
 JD1613'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD1613'POST 18 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1612 ***********************************************************************
 JD1612  DESIGNATION -  F 9 Z RM 1
 JD1612  PID         -  JD1612
 JD1612  STATE/COUNTY-  MO/HENRY
 JD1612  USGS QUAD   -  CALHOUN EAST (1981)
 JD1612
 JD1612                         *CURRENT SURVEY CONTROL
 JD1612  ___________________________________________________________________
 JD1612* NAD 83(1986)-  38 26 23.     (N)    093 31 54.     (W)     SCALED    
 JD1612* NAVD 88     -       254.694  (meters)     835.61   (feet)  ADJUSTED  
 JD1612  ___________________________________________________________________
 JD1612  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JD1612  DYNAMIC HT  -         254.516 (meters)     835.02  (feet)  COMP
 JD1612  MODELED GRAV-     979,925.5   (mgal)                       NAVD 88
 JD1612
 JD1612  VERT ORDER  -  SECOND    CLASS 0
 JD1612
 JD1612.The horizontal coordinates were scaled from a topographic map and have
 JD1612.an estimated accuracy of +/- 6 seconds.
 JD1612
 JD1612.The orthometric height was determined by differential leveling
 JD1612.and adjusted by the National Geodetic Survey in June 1991..
 JD1612
 JD1612.The geoid height was determined by GEOID03.
 JD1612
 JD1612.The dynamic height is computed by dividing the NAVD 88
 JD1612.geopotential number by the normal gravity value computed on the
 JD1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1612.degrees latitude (g = 980.6199 gals.).
 JD1612
 JD1612.The modeled gravity was interpolated from observed gravity values.
 JD1612
 JD1612;                    North         East    Units  Estimated Accuracy
 JD1612;SPC MO W     -   252,700.      934,540.      MT  (+/- 180 meters Scaled)
 JD1612
 JD1612                          SUPERSEDED SURVEY CONTROL
 JD1612
 JD1612  NGVD 29 (??/??/92)  254.57   (m)          835.2    (f) COMPUTED    2 0
 JD1612
 JD1612.Superseded values are not recommended for survey control.
 JD1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1612.See file dsdata.txt to determine how the superseded data were derived.
 JD1612
 JD1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC536547(NAD 83)
 JD1612_MARKER: DR = REFERENCE MARK DISK
 JD1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1612_STAMPING: F 9 Z NO 1 1963
 JD1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1612+STABILITY: SURFACE MOTION
 JD1612
 JD1612  HISTORY     - Date     Condition        Report By
 JD1612  HISTORY     - 1963     MONUMENTED       CGS
 JD1612
 JD1612                          STATION DESCRIPTION
 JD1612
 JD1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1612'9.5 MI N FROM TIGHTWAD.
 JD1612'ABOUT 5.7 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1612'AT TIGHTWAD, THENCE 3.6 MILES NORTH ALONG STATE ROAD Y, THENCE
 JD1612'0.2 MILE EAST ALONG A PRIVATE DRIVEWAY TO A FARMHOUSE, 32 FEET
 JD1612'SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE SOUTH
 JD1612'FENCE OF A LANE, 13 FEET WEST OF A 16-INCH TREE, 88.0 FEET EAST
 JD1612'OF F 9 Z 1963, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JD1612'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1614 ***********************************************************************
 JD1614  DESIGNATION -  F 9 Z RM 2
 JD1614  PID         -  JD1614
 JD1614  STATE/COUNTY-  MO/HENRY
 JD1614  USGS QUAD   -  CALHOUN EAST (1981)
 JD1614
 JD1614                         *CURRENT SURVEY CONTROL
 JD1614  ___________________________________________________________________
 JD1614* NAD 83(1986)-  38 26 24.     (N)    093 31 57.     (W)     SCALED    
 JD1614* NAVD 88     -       254.970  (meters)     836.51   (feet)  ADJUSTED  
 JD1614  ___________________________________________________________________
 JD1614  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JD1614  DYNAMIC HT  -         254.792 (meters)     835.93  (feet)  COMP
 JD1614  MODELED GRAV-     979,925.5   (mgal)                       NAVD 88
 JD1614
 JD1614  VERT ORDER  -  SECOND    CLASS 0
 JD1614
 JD1614.The horizontal coordinates were scaled from a topographic map and have
 JD1614.an estimated accuracy of +/- 6 seconds.
 JD1614
 JD1614.The orthometric height was determined by differential leveling
 JD1614.and adjusted by the National Geodetic Survey in June 1991..
 JD1614
 JD1614.The geoid height was determined by GEOID03.
 JD1614
 JD1614.The dynamic height is computed by dividing the NAVD 88
 JD1614.geopotential number by the normal gravity value computed on the
 JD1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1614.degrees latitude (g = 980.6199 gals.).
 JD1614
 JD1614.The modeled gravity was interpolated from observed gravity values.
 JD1614
 JD1614;                    North         East    Units  Estimated Accuracy
 JD1614;SPC MO W     -   252,730.      934,460.      MT  (+/- 180 meters Scaled)
 JD1614
 JD1614                          SUPERSEDED SURVEY CONTROL
 JD1614
 JD1614  NGVD 29 (??/??/92)  254.85   (m)          836.1    (f) COMPUTED    2 0
 JD1614
 JD1614.Superseded values are not recommended for survey control.
 JD1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1614.See file dsdata.txt to determine how the superseded data were derived.
 JD1614
 JD1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC535547(NAD 83)
 JD1614_MARKER: DR = REFERENCE MARK DISK
 JD1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1614_STAMPING: F 9 Z NO 2 1963
 JD1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1614+STABILITY: SURFACE MOTION
 JD1614
 JD1614  HISTORY     - Date     Condition        Report By
 JD1614  HISTORY     - 1963     MONUMENTED       CGS
 JD1614
 JD1614                          STATION DESCRIPTION
 JD1614
 JD1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1614'9.5 MI N FROM TIGHTWAD.
 JD1614'ABOUT 5.7 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1614'AT TIGHTWAD, THENCE 3.6 MILES NORTH ALONG STATE ROAD Y, THENCE
 JD1614'0.2 MILE EAST ALONG A PRIVATE DRIVEWAY TO A FARMHOUSE, 32 FEET
 JD1614'SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE SOUTH
 JD1614'FENCE OF THE LANE, 76.5 FEET WEST OF F 9 Z 1963, ABOUT LEVEL
 JD1614'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JD1614'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0107 ***********************************************************************
 JE0107  DESIGNATION -  F 95
 JE0107  PID         -  JE0107
 JE0107  STATE/COUNTY-  MO/CASS
 JE0107  USGS QUAD   -  PECULIAR (1981)
 JE0107
 JE0107                         *CURRENT SURVEY CONTROL
 JE0107  ___________________________________________________________________
 JE0107* NAD 83(1986)-  38 38 17.     (N)    094 24 29.     (W)     SCALED    
 JE0107* NAVD 88     -       259.524  (meters)     851.46   (feet)  ADJUSTED  
 JE0107  ___________________________________________________________________
 JE0107  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE0107  DYNAMIC HT  -         259.347 (meters)     850.87  (feet)  COMP
 JE0107  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 JE0107
 JE0107  VERT ORDER  -  FIRST     CLASS II
 JE0107
 JE0107.The horizontal coordinates were scaled from a topographic map and have
 JE0107.an estimated accuracy of +/- 6 seconds.
 JE0107
 JE0107.The orthometric height was determined by differential leveling
 JE0107.and adjusted by the National Geodetic Survey in June 1991..
 JE0107
 JE0107.The geoid height was determined by GEOID03.
 JE0107
 JE0107.The dynamic height is computed by dividing the NAVD 88
 JE0107.geopotential number by the normal gravity value computed on the
 JE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0107.degrees latitude (g = 980.6199 gals.).
 JE0107
 JE0107.The modeled gravity was interpolated from observed gravity values.
 JE0107
 JE0107;                    North         East    Units  Estimated Accuracy
 JE0107;SPC MO W     -   274,280.      858,010.      MT  (+/- 180 meters Scaled)
 JE0107
 JE0107                          SUPERSEDED SURVEY CONTROL
 JE0107
 JE0107  NGVD 29 (??/??/92)  259.412  (m)          851.09   (f) ADJ UNCH    1 2
 JE0107
 JE0107.Superseded values are not recommended for survey control.
 JE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0107.See file dsdata.txt to determine how the superseded data were derived.
 JE0107
 JE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC774775(NAD 83)
 JE0107_MARKER: DB = BENCH MARK DISK
 JE0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0107_STAMPING: F 95 1934
 JE0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0107+STABILITY: SURFACE MOTION
 JE0107
 JE0107  HISTORY     - Date     Condition        Report By
 JE0107  HISTORY     - 1934     MONUMENTED       CGS
 JE0107  HISTORY     - 1963     GOOD             NGS
 JE0107
 JE0107                          STATION DESCRIPTION
 JE0107
 JE0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0107'3.8 MI SW FROM HARRISONVILLE.
 JE0107'ABOUT 0.9 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0107'FROM THE STATION AT HARRISONVILLE, THENCE 2.75 MILES SOUTHWEST
 JE0107'ALONG STATE HIGHWAY 2, THENCE 0.1 MILE SOUTH THROUGH A FARM
 JE0107'YARD AND ALONG A PRIVATE TRAIL, IN SECTION 1, T 44 N, R 32 W,
 JE0107'0.3 MILE SOUTHWEST OF STATE ROAD DD, 47 FEET SOUTHWEST OF
 JE0107'THE CENTER LINE OF THE PRIVATE ROAD, 51 FEET NORTHWEST OF
 JE0107'THE CENTER OF AN ABANDONED RAILROAD GRADE, 1 FOOT SOUTHEAST
 JE0107'OF A FENCE, 0.5 FOOT NORTHEAST OF A METAL WITNESS POST, AND
 JE0107'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0897 ***********************************************************************
 JD0897  DESIGNATION -  F 96
 JD0897  PID         -  JD0897
 JD0897  STATE/COUNTY-  MO/PETTIS
 JD0897  USGS QUAD   -  SEDALIA EAST (1973)
 JD0897
 JD0897                         *CURRENT SURVEY CONTROL
 JD0897  ___________________________________________________________________
 JD0897* NAD 83(1986)-  38 43 37.     (N)    093 13 34.     (W)     SCALED    
 JD0897* NAVD 88     -       274.175  (meters)     899.52   (feet)  ADJUSTED  
 JD0897  ___________________________________________________________________
 JD0897  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0897  DYNAMIC HT  -         273.991 (meters)     898.92  (feet)  COMP
 JD0897  MODELED GRAV-     979,947.8   (mgal)                       NAVD 88
 JD0897
 JD0897  VERT ORDER  -  SECOND    CLASS 0
 JD0897
 JD0897.The horizontal coordinates were scaled from a topographic map and have
 JD0897.an estimated accuracy of +/- 6 seconds.
 JD0897
 JD0897.The orthometric height was determined by differential leveling
 JD0897.and adjusted by the National Geodetic Survey in June 1991..
 JD0897
 JD0897.The geoid height was determined by GEOID03.
 JD0897
 JD0897.The dynamic height is computed by dividing the NAVD 88
 JD0897.geopotential number by the normal gravity value computed on the
 JD0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0897.degrees latitude (g = 980.6199 gals.).
 JD0897
 JD0897.The modeled gravity was interpolated from observed gravity values.
 JD0897
 JD0897;                    North         East    Units  Estimated Accuracy
 JD0897;SPC MO C     -   321,370.      436,860.      MT  (+/- 180 meters Scaled)
 JD0897
 JD0897                          SUPERSEDED SURVEY CONTROL
 JD0897
 JD0897  NGVD 29 (??/??/92)  274.101  (m)          899.28   (f) ADJ UNCH    2 0
 JD0897
 JD0897.Superseded values are not recommended for survey control.
 JD0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0897.See file dsdata.txt to determine how the superseded data were derived.
 JD0897
 JD0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC803865(NAD 83)
 JD0897_MARKER: DB = BENCH MARK DISK
 JD0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0897_STAMPING: F 96 1935
 JD0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0897+STABILITY: SURFACE MOTION
 JD0897
 JD0897  HISTORY     - Date     Condition        Report By
 JD0897  HISTORY     - 1935     MONUMENTED       CGS
 JD0897  HISTORY     - 1962     GOOD             NGS
 JD0897  HISTORY     - 1962     MARK NOT FOUND   NGS
 JD0897
 JD0897                          STATION DESCRIPTION
 JD0897
 JD0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0897'1.2 MI N FROM SEDALIA.
 JD0897'1.2 MILES NORTH ALONG U.S. HIGHWAY 65 FROM THE MISSOURI PACIFIC
 JD0897'R.R. CROSSING IN SEDALIA, PETTIS COUNTY, AT THE CHARLES JURRIES
 JD0897'FARM RESIDENCE, 70 FEET WEST-NORTHWEST OF THE NORTHWEST
 JD0897'CORNER OF FARMHOUSE, 31 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 JD0897'65, 27 FEET NORTH-NORTHWEST OF A GAS METER, 20 FEET SOUITH OF
 JD0897'THE CENTER OF DRIVEWAY, AND 2 FEET EAST OF A POWER POLE.  A
 JD0897'STANDARD DISK, STAMPED F 96 1935 AND SET IN THE TOP OF A
 JD0897'CONCRETE POST WHICH PROJECTS 1 INCH.
 JD0897
 JD0897                          STATION RECOVERY (1962)
 JD0897
 JD0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0738 ***********************************************************************
 JD0738  DESIGNATION -  F 97 RESET
 JD0738  PID         -  JD0738
 JD0738  STATE/COUNTY-  MO/SALINE
 JD0738  USGS QUAD   -  LONGWOOD (1979)
 JD0738
 JD0738                         *CURRENT SURVEY CONTROL
 JD0738  ___________________________________________________________________
 JD0738* NAD 83(1986)-  38 58 01.     (N)    093 13 26.     (W)     SCALED    
 JD0738* NAVD 88     -       197.461  (meters)     647.84   (feet)  ADJUSTED  
 JD0738  ___________________________________________________________________
 JD0738  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0738  DYNAMIC HT  -         197.336 (meters)     647.43  (feet)  COMP
 JD0738  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 JD0738
 JD0738  VERT ORDER  -  SECOND    CLASS 0
 JD0738
 JD0738.The horizontal coordinates were scaled from a topographic map and have
 JD0738.an estimated accuracy of +/- 6 seconds.
 JD0738
 JD0738.The orthometric height was determined by differential leveling
 JD0738.and adjusted by the National Geodetic Survey in June 1991..
 JD0738
 JD0738.The geoid height was determined by GEOID03.
 JD0738
 JD0738.The dynamic height is computed by dividing the NAVD 88
 JD0738.geopotential number by the normal gravity value computed on the
 JD0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0738.degrees latitude (g = 980.6199 gals.).
 JD0738
 JD0738.The modeled gravity was interpolated from observed gravity values.
 JD0738
 JD0738;                    North         East    Units  Estimated Accuracy
 JD0738;SPC MO C     -   348,010.      437,270.      MT  (+/- 180 meters Scaled)
 JD0738
 JD0738                          SUPERSEDED SURVEY CONTROL
 JD0738
 JD0738  NGVD 29 (??/??/92)  197.380  (m)          647.57   (f) ADJ UNCH    2 0
 JD0738
 JD0738.Superseded values are not recommended for survey control.
 JD0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0738.See file dsdata.txt to determine how the superseded data were derived.
 JD0738
 JD0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD806131(NAD 83)
 JD0738_MARKER: DB = BENCH MARK DISK
 JD0738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0738_SP_SET: BRIDGE
 JD0738_STAMPING: F 97 RESET 1949 1949
 JD0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0738
 JD0738  HISTORY     - Date     Condition        Report By
 JD0738  HISTORY     - 1949     MONUMENTED       CGS
 JD0738  HISTORY     - 1962     GOOD             NGS
 JD0738
 JD0738                          STATION DESCRIPTION
 JD0738
 JD0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0738'11.8 MI E FROM SWEET SPRINGS.
 JD0738'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0738'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 11.0 MILES EAST
 JD0738'ALONG INTERSTATE 70, IN THE CENTER OF THE NORTHEAST END OF THE
 JD0738'SOUTHEAST HEADWALL OF THE BRIDGE OVER BLACKWATER RIVER, 17
 JD0738'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE,
 JD0738'ABOUT LEVEL WITH THE ROAD, A DISK DRILLED HORIZONTALLY IN THE
 JD0738'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2801 ***********************************************************************
 JD2801  DESIGNATION -  F 97 RESET
 JD2801  PID         -  JD2801
 JD2801  STATE/COUNTY-  MO/SALINE
 JD2801  USGS QUAD   -  LONGWOOD (1979)
 JD2801
 JD2801                         *CURRENT SURVEY CONTROL
 JD2801  ___________________________________________________________________
 JD2801* NAD 83(1986)-  38 58 01.     (N)    093 13 26.     (W)     SCALED    
 JD2801* NAVD 88     -       197.74   (+/-2cm)     648.8    (feet)  VERTCON   
 JD2801  ___________________________________________________________________
 JD2801  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD2801
 JD2801  VERT ORDER  -  THIRD (See Below)
 JD2801
 JD2801.The horizontal coordinates were scaled from a topographic map and have
 JD2801.an estimated accuracy of +/- 6 seconds.
 JD2801
 JD2801.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2801.The vertical order pertains to the NGVD 29 superseded value.
 JD2801
 JD2801.The geoid height was determined by GEOID03.
 JD2801
 JD2801;                    North         East    Units  Estimated Accuracy
 JD2801;SPC MO C     -   348,010.      437,270.      MT  (+/- 180 meters Scaled)
 JD2801
 JD2801                          SUPERSEDED SURVEY CONTROL
 JD2801
 JD2801  NGVD 29 (02/22/06)  197.66   (m)          648.5    (f) RESET       3  
 JD2801
 JD2801.Superseded values are not recommended for survey control.
 JD2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2801.See file dsdata.txt to determine how the superseded data were derived.
 JD2801
 JD2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD806131(NAD 83)
 JD2801_MARKER: DB = BENCH MARK DISK
 JD2801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD2801_SP_SET: BRIDGE WINGWALL
 JD2801_STAMPING: F 97 RESET 1977
 JD2801_MARK LOGO: NGS   
 JD2801_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2801
 JD2801  HISTORY     - Date     Condition        Report By
 JD2801  HISTORY     - 1977     MONUMENTED       NGS
 JD2801
 JD2801                          STATION DESCRIPTION
 JD2801
 JD2801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 JD2801'0.95 MILES WEST ON INTERSTATE 70 FROM THE TOP OF OVERPASS AT THE
 JD2801'JUNCTION OF U.S. HIGHWAY 65 AND INTERSTATE 70 ABOUT 11.0 MILES SOUTH
 JD2801'OF MARSHALL, IN THE NORTHEAST WINGWALL OF EAST BOUND LANE OF BRIDGE
 JD2801'OVER BLACKWATER RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0737 ***********************************************************************
 JD0737  DESIGNATION -  F 97=CHISELED SQUARE
 JD0737  PID         -  JD0737
 JD0737  STATE/COUNTY-  MO/SALINE
 JD0737  USGS QUAD   -  LONGWOOD (1979)
 JD0737
 JD0737                         *CURRENT SURVEY CONTROL
 JD0737  ___________________________________________________________________
 JD0737* NAD 83(1986)-  38 58 01.     (N)    093 13 26.     (W)     SCALED    
 JD0737* NAVD 88     -       197.46   (+/-2cm)     647.8    (feet)  VERTCON   
 JD0737  ___________________________________________________________________
 JD0737  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0737
 JD0737  VERT ORDER  -  ? (See Below)
 JD0737
 JD0737.The horizontal coordinates were scaled from a topographic map and have
 JD0737.an estimated accuracy of +/- 6 seconds.
 JD0737
 JD0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD0737.The vertical order pertains to the NGVD 29 superseded value.
 JD0737
 JD0737.The geoid height was determined by GEOID03.
 JD0737
 JD0737;                    North         East    Units  Estimated Accuracy
 JD0737;SPC MO C     -   348,010.      437,270.      MT  (+/- 180 meters Scaled)
 JD0737
 JD0737                          SUPERSEDED SURVEY CONTROL
 JD0737
 JD0737  NGVD 29 (??/??/92)  197.380  (m)          647.57   (f) ADJ UNCH    ?  
 JD0737
 JD0737.Superseded values are not recommended for survey control.
 JD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0737.See file dsdata.txt to determine how the superseded data were derived.
 JD0737
 JD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD806131(NAD 83)
 JD0737_MARKER: DB = BENCH MARK DISK
 JD0737_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0737_SP_SET: BRIDGE
 JD0737_STAMPING: F 97 RESET 1949
 JD0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0737
 JD0737  HISTORY     - Date     Condition        Report By
 JD0737  HISTORY     - UNK      MONUMENTED       MOHC
 JD0737
 JD0737                          STATION DESCRIPTION
 JD0737
 JD0737'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION UNK
 JD0737'11.2 MI E FROM SWEET SPRINGS.
 JD0737'ABOUT 11.2 MILES EAST, ON HIGHWAY NO. 40, FROM THE MISSOURI
 JD0737'PACIFIC RAILROAD STATION AT SWEET SPRINGS, SALINE COUNTY,
 JD0737'ABOUT 1.3 MILES WEST OF THE JUNCTION OF U.S. HIGHWAY NO. 65,
 JD0737'AT A NEW CONCRETE BRIDGE OVER BLACK WATER CREEK, AND IN THE
 JD0737'TOP CENTER OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL.
 JD0737'NOTE-- A CHISELED SQUARE (THOUGHT TO BE MISSOURI HIGHWAY ENGINEERS
 JD0737'MARK) IS AT SAME LOCATION, ABOUT 4 INCHES WEST OF F 97 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0641 ***********************************************************************
 KD0641  DESIGNATION -  F 98
 KD0641  PID         -  KD0641
 KD0641  STATE/COUNTY-  MO/LAFAYETTE
 KD0641  USGS QUAD   -  LEXINGTON EAST (1978)
 KD0641
 KD0641                         *CURRENT SURVEY CONTROL
 KD0641  ___________________________________________________________________
 KD0641* NAD 83(1986)-  39 10 46.     (N)    093 52 22.     (W)     SCALED    
 KD0641* NAVD 88     -       249.331  (meters)     818.01   (feet)  ADJUSTED  
 KD0641  ___________________________________________________________________
 KD0641  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0641  DYNAMIC HT  -         249.176 (meters)     817.50  (feet)  COMP
 KD0641  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 KD0641
 KD0641  VERT ORDER  -  SECOND    CLASS 0
 KD0641
 KD0641.The horizontal coordinates were scaled from a topographic map and have
 KD0641.an estimated accuracy of +/- 6 seconds.
 KD0641
 KD0641.The orthometric height was determined by differential leveling
 KD0641.and adjusted by the National Geodetic Survey in June 1991..
 KD0641.WARNING-Repeat measurements at this control monument indicate possible
 KD0641.vertical movement.
 KD0641
 KD0641.The geoid height was determined by GEOID03.
 KD0641
 KD0641.The dynamic height is computed by dividing the NAVD 88
 KD0641.geopotential number by the normal gravity value computed on the
 KD0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0641.degrees latitude (g = 980.6199 gals.).
 KD0641
 KD0641.The modeled gravity was interpolated from observed gravity values.
 KD0641
 KD0641;                    North         East    Units  Estimated Accuracy
 KD0641;SPC MO W     -   334,560.      904,190.      MT  (+/- 180 meters Scaled)
 KD0641
 KD0641                          SUPERSEDED SURVEY CONTROL
 KD0641
 KD0641  NGVD 29 (??/??/92)  249.230  (m)          817.68   (f) ADJ UNCH    2 0
 KD0641
 KD0641.Superseded values are not recommended for survey control.
 KD0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0641.See file dsdata.txt to determine how the superseded data were derived.
 KD0641
 KD0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD246370(NAD 83)
 KD0641_MARKER: DB = BENCH MARK DISK
 KD0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0641_STAMPING: F 98 1935
 KD0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0641+STABILITY: SURFACE MOTION
 KD0641
 KD0641  HISTORY     - Date     Condition        Report By
 KD0641  HISTORY     - 1935     MONUMENTED       CGS
 KD0641  HISTORY     - 1962     GOOD             NGS
 KD0641  HISTORY     - 1963     GOOD             NGS
 KD0641
 KD0641                          STATION DESCRIPTION
 KD0641
 KD0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0641'AT LEXINGTON.
 KD0641'AT LEXINGTON, 3 RAILS WEST OF THE WEST END OF THE MISSOURI
 KD0641'PACIFIC RAILROAD STATION AT MILEPOLE 244.1, 14.7 FEET SOUTH OF
 KD0641'THE SOUTH RAIL, 1 FOOT EAST OF A WITNESS POST, ABOUT 2 FEET
 KD0641'ABOVE THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KD0641'0.2 FOOT.
 KD0641
 KD0641                          STATION RECOVERY (1963)
 KD0641
 KD0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KD0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0848 ***********************************************************************
 JC0848  DESIGNATION -  F 99
 JC0848  PID         -  JC0848
 JC0848  STATE/COUNTY-  MO/OSAGE
 JC0848  USGS QUAD   -  FREEBURG (1981)
 JC0848
 JC0848                         *CURRENT SURVEY CONTROL
 JC0848  ___________________________________________________________________
 JC0848* NAD 83(1986)-  38 18 58.     (N)    091 55 05.     (W)     SCALED    
 JC0848* NAVD 88     -       245.715  (meters)     806.15   (feet)  ADJUSTED  
 JC0848  ___________________________________________________________________
 JC0848  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JC0848  DYNAMIC HT  -         245.543 (meters)     805.59  (feet)  COMP
 JC0848  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 JC0848
 JC0848  VERT ORDER  -  FIRST     CLASS II
 JC0848
 JC0848.The horizontal coordinates were scaled from a topographic map and have
 JC0848.an estimated accuracy of +/- 6 seconds.
 JC0848
 JC0848.The orthometric height was determined by differential leveling
 JC0848.and adjusted by the National Geodetic Survey in June 1991..
 JC0848
 JC0848.The geoid height was determined by GEOID03.
 JC0848
 JC0848.The dynamic height is computed by dividing the NAVD 88
 JC0848.geopotential number by the normal gravity value computed on the
 JC0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0848.degrees latitude (g = 980.6199 gals.).
 JC0848
 JC0848.The modeled gravity was interpolated from observed gravity values.
 JC0848
 JC0848;                    North         East    Units  Estimated Accuracy
 JC0848;SPC MO C     -   275,680.      550,890.      MT  (+/- 180 meters Scaled)
 JC0848
 JC0848                          SUPERSEDED SURVEY CONTROL
 JC0848
 JC0848  NGVD 29 (??/??/92)  245.693  (m)          806.08   (f) ADJ UNCH    1 2
 JC0848
 JC0848.Superseded values are not recommended for survey control.
 JC0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0848.See file dsdata.txt to determine how the superseded data were derived.
 JC0848
 JC0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC945414(NAD 83)
 JC0848_MARKER: DB = BENCH MARK DISK
 JC0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0848_STAMPING: F 99 1935
 JC0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0848+STABILITY: SURFACE MOTION
 JC0848
 JC0848  HISTORY     - Date     Condition        Report By
 JC0848  HISTORY     - 1935     MONUMENTED       CGS
 JC0848  HISTORY     - 1950     GOOD             NGS
 JC0848  HISTORY     - 19860816 MARK NOT FOUND   NGS
 JC0848
 JC0848                          STATION DESCRIPTION
 JC0848
 JC0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0848'AT FREEBURG.
 JC0848'AT FREEBURG, OSAGE COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 JC0848'PACIFIC RAILROAD, 35 YARDS EAST OF THE STATION, 5 POLES WEST
 JC0848'OF MILEPOST 118, 0.2 MILE EAST OF THE EAST PORTAL OF A TUNNEL,
 JC0848'AT A ROAD CROSSING, 11 YARDS NORTH OF THE CENTERLINE OF THE
 JC0848'MAIN TRACK, AND 10 YARDS WEST OF THE CENTERLINE OF THE ROAD.
 JC0848'A STANDARD DISK, STAMPED F 99 1935 AND SET IN THE TOP OF A
 JC0848'CONCRETE POST.
 JC0848
 JC0848                          STATION RECOVERY (1986)
 JC0848
 JC0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0412 ***********************************************************************
 JC0412  DESIGNATION -  F=517
 JC0412  PID         -  JC0412
 JC0412  STATE/COUNTY-  MO/FRANKLIN
 JC0412  USGS QUAD   -  GRAY SUMMIT (1969)
 JC0412
 JC0412                         *CURRENT SURVEY CONTROL
 JC0412  ___________________________________________________________________
 JC0412* NAD 83(1986)-  38 23 53.     (N)    090 51 41.     (W)     SCALED    
 JC0412* NAVD 88     -       154.500  (meters)     506.89   (feet)  ADJUSTED  
 JC0412  ___________________________________________________________________
 JC0412  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JC0412  DYNAMIC HT  -         154.399 (meters)     506.56  (feet)  COMP
 JC0412  MODELED GRAV-     979,968.2   (mgal)                       NAVD 88
 JC0412
 JC0412  VERT ORDER  -  FIRST     CLASS II
 JC0412
 JC0412.The horizontal coordinates were scaled from a topographic map and have
 JC0412.an estimated accuracy of +/- 6 seconds.
 JC0412
 JC0412.The orthometric height was determined by differential leveling
 JC0412.and adjusted by the National Geodetic Survey in June 1991..
 JC0412
 JC0412.The geoid height was determined by GEOID03.
 JC0412
 JC0412.The dynamic height is computed by dividing the NAVD 88
 JC0412.geopotential number by the normal gravity value computed on the
 JC0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0412.degrees latitude (g = 980.6199 gals.).
 JC0412
 JC0412.The modeled gravity was interpolated from observed gravity values.
 JC0412
 JC0412;                    North         East    Units  Estimated Accuracy
 JC0412;SPC MO E     -   284,680.      218,430.      MT  (+/- 180 meters Scaled)
 JC0412
 JC0412                          SUPERSEDED SURVEY CONTROL
 JC0412
 JC0412  NGVD 29 (??/??/92)  154.563  (m)          507.10   (f) ADJ UNCH    1 2
 JC0412
 JC0412.Superseded values are not recommended for survey control.
 JC0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0412.See file dsdata.txt to determine how the superseded data were derived.
 JC0412
 JC0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC867521(NAD 83)
 JC0412_MARKER: P = PIPE CAP
 JC0412_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0412_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0412_STAMPING: 507
 JC0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0412
 JC0412  HISTORY     - Date     Condition        Report By
 JC0412  HISTORY     - UNK      MONUMENTED       USGS
 JC0412  HISTORY     - 1949     GOOD             NGS
 JC0412
 JC0412                          STATION DESCRIPTION
 JC0412
 JC0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0412'8.6 MI NE FROM PACIFIC.
 JC0412'ABOUT 8.6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0412'RAILWAY FROM THE STATION AT ST. CLAIR, AT A PRIVATE ROAD CROSSING,
 JC0412'37 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVEL ROAD PARALLEL
 JC0412'TO THE TRACK, 22.8 FEET SOUTH OF MILE POLE 43-31, 19.5 FEET
 JC0412'NORTH-NORTHWEST OF THE CENTER OF THE MAIN TRACK CROSSING, 15.5
 JC0412'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 1.5
 JC0412'FEET EAST OF A WHITE WOODEN WITNESS POST AND PROJECTS 5 INCHES.
 JC0412'NOTE-- DISK IS STAMPED 507 NOT 517.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE2070 ***********************************************************************
 JE2070  CBN         -  This is a Cooperative Base Network Control Station.
 JE2070  PACS        -  This is a Primary Airport Control Station.
 JE2070  DESIGNATION -  FAA MO85 A
 JE2070  PID         -  JE2070
 JE2070  STATE/COUNTY-  MO/CASS
 JE2070  USGS QUAD   -  AUSTIN (1981)
 JE2070
 JE2070                         *CURRENT SURVEY CONTROL
 JE2070  ___________________________________________________________________
 JE2070* NAD 83(1997)-  38 36 49.15113(N)    094 20 36.58302(W)     ADJUSTED  
 JE2070* NAVD 88     -       274.29   (meters)     899.9    (feet)  GPS OBS   
 JE2070  ___________________________________________________________________
 JE2070  X           -    -377,951.068 (meters)                     COMP
 JE2070  Y           -  -4,976,062.069 (meters)                     COMP
 JE2070  Z           -   3,959,046.261 (meters)                     COMP
 JE2070  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 JE2070  ELLIP HEIGHT-         242.04  (meters)          (03/31/98) GPS OBS
 JE2070  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE2070
 JE2070  HORZ ORDER  -  B
 JE2070  ELLP ORDER  -  THIRD     CLASS I
 JE2070
 JE2070.This mark is at Lawrence Smith Mem Airport (MO85)
 JE2070.This mark is at Lawrence Smith Memorial Airport  (LRY)
 JE2070
 JE2070.The horizontal coordinates were established by GPS observations
 JE2070.and adjusted by the National Geodetic Survey in March 1998..
 JE2070
 JE2070.The orthometric height was determined by GPS observations and a
 JE2070.high-resolution geoid model.
 JE2070
 JE2070.GPS derived orthometric heights for airport stations designated as
 JE2070.PACS or SACS are published to 2 decimal places.  This maintains
 JE2070.centimeter relative accuracy between the PACS and SACS.  It does
 JE2070.not indicate centimeter accuracy relative to other marks which are
 JE2070.part of the NAVD 88 network.
 JE2070
 JE2070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE2070
 JE2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2070
 JE2070.The ellipsoidal height was determined by GPS observations
 JE2070.and is referenced to NAD 83.
 JE2070
 JE2070.The geoid height was determined by GEOID03.
 JE2070
 JE2070;                    North         East     Units Scale Factor Converg.
 JE2070;SPC MO W     -   271,574.467   863,630.062   MT  0.99994346   +0 05 51.6
 JE2070;UTM  15      - 4,274,760.579   383,031.988   MT  0.99976848   -0 50 18.7
 JE2070
 JE2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2070!SPC MO W     -   0.99996202  x   0.99994346  =   0.99990549
 JE2070!UTM  15      -   0.99996202  x   0.99976848  =   0.99973051
 JE2070
 JE2070:                Primary Azimuth Mark                     Grid Az
 JE2070:SPC MO W     -  FAA MO85 B                               177 12 22.2
 JE2070:UTM  15      -  FAA MO85 B                               178 08 32.5
 JE2070
 JE2070|---------------------------------------------------------------------|
 JE2070| PID    Reference Object                     Distance      Geod. Az  |
 JE2070|                                                           dddmmss.s |
 JE2070| JE2071 FAA MO85 B                          APPROX. 0.9 KM 1771813.8 |
 JE2070| DH9063 LRY B                               180.134 METERS 21817     |
 JE2070|---------------------------------------------------------------------|
 JE2070
 JE2070                          SUPERSEDED SURVEY CONTROL
 JE2070
 JE2070  NAD 83(1986)-  38 36 49.16075(N)    094 20 36.57919(W) AD(       ) 3
 JE2070  NGVD 29 (10/04/91)  274.3    (m)          900.     (f) GPS OBS        
 JE2070
 JE2070.Superseded values are not recommended for survey control.
 JE2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2070.See file dsdata.txt to determine how the superseded data were derived.
 JE2070
 JE2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8303274761(NAD 83)
 JE2070_MARKER: I = METAL ROD
 JE2070_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JE2070_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JE2070_STAMPING: FAA MO85 A 1991
 JE2070_MARK LOGO: NGS   
 JE2070_PROJECTION: FLUSH
 JE2070_MAGNETIC: I = MARKER IS A STEEL ROD
 JE2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE2070+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 JE2070_ROD/PIPE-DEPTH: 2.4  meters
 JE2070_SLEEVE-DEPTH  : 1.0 meters
 JE2070
 JE2070  HISTORY     - Date     Condition        Report By
 JE2070  HISTORY     - 1991     MONUMENTED       NGS
 JE2070  HISTORY     - 19970212 GOOD             NGS
 JE2070  HISTORY     - 20051026 GOOD             MODNR
 JE2070  HISTORY     - 20060118 GOOD             EVANS
 JE2070
 JE2070                          STATION DESCRIPTION
 JE2070
 JE2070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JE2070'THE STATION IS LOCATED ABOUT 2 KM (1.2 MI) SOUTH OF HARRISONVILLE, AT
 JE2070'THE LAWRENCE SMITH MEMORIAL AIRPORT.  OWNERSHIP--UNKNOWN.  AIRPORT
 JE2070'MANAGER IS CHARLES WRIGHT, PHONE 816-887-2824.
 JE2070'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 JE2070'ROUTE 7 ABOUT 1.6 KM (1.0 MI) SOUTH OF HARRISONVILLE, GO SOUTHEAST ON
 JE2070'STATE ROUTE 7 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF PAVED AIRPORT
 JE2070'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON AIRPORT ENTRANCE
 JE2070'ROAD FOR 0.5 KM (0.3 MI) TO THE AIRPORT OFFICE ON THE RIGHT. CONTINUE
 JE2070'SOUTH THROUGH AN IRON GATE TO A TAXI.  TURN RIGHT, WEST, ON TAXI FOR
 JE2070'0.16 KM (0.10 MI) TO THE JUNCTION OF RUNWAY AND THE STATION.
 JE2070'STATION IS 19.7 M (64.6 FT) EAST OF CENTER OF RUNWAY, 31.4 M
 JE2070'(103.0 FT) SOUTH OF SOUTH EDGE OF TAXI APPROACH, 31.7 M (104.0 FT)
 JE2070'SOUTHWEST OF SOUTHWEST CORNER OF A CONCRET PAD FOR RUNWAY GUIDANCE
 JE2070'SIGN.
 JE2070
 JE2070                          STATION RECOVERY (1997)
 JE2070
 JE2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JE2070'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) SOUTH OF HARRISONVILLE,
 JE2070'MO., AT THE LAWRENCE SMITH MEMORIAL AIRPORT.  OWNERSHIP--UNKNOWN.
 JE2070'AIRPORT MANAGER CHARLES WRIGHT, PHONE 816-887-2824.  TO REACH THE
 JE2070'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 71 AND STATE HIGHWAY 7
 JE2070'ABOUT 1.6 KM (1.00 MI) SOUTH OF HARRISONVILLE, GO SOUTHEAST, 0.8 KM
 JE2070'(0.50 MI) ALONG HIGHWAY 7 TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 JE2070'TURN RIGHT, SOUTHERLY, 0.5 KM (0.30 MI) ALONG THE ENTRANCE ROAD TO THE
 JE2070'AIRPORT OFFICE ON THE RIGHT.  CONTINUE SOUTHERLY, THROUGH AN IRON GATE
 JE2070'TO A TAXIWAY.  TURN RIGHT, WESTERLY, 0.16 KM (0.10 MI) ALONG THE
 JE2070'TAXIWAY TO THE RUNWAY, AND THE STATION ON THE LEFT.  THE STATION IS
 JE2070'31.7 M (104.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED
 JE2070'CONCRETE PAD, 31.4 M (103.0 FT) SOUTH OF THE SOUTH EDGE OF A
 JE2070'TAXIWAY/RAMP, 19.7 M (64.6 FT) EAST OF THE RUNWAY CENTER, AND THE
 JE2070'STATION IS ABOUT 0.5 M (1.6 FT) BELOW THE RUNWAY LEVEL AND FLUSH WITH
 JE2070'THE GROUND SURFACE.  BY R.G.  HAYES.  NOTE--THE DATUM POINT IS A PUNCH
 JE2070'MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF
 JE2070'2.4 M (7.9 FT) , IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG,
 JE2070'ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SURROUNDED BY CONCRETE.
 JE2070'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JE2070
 JE2070                          STATION RECOVERY (2005)
 JE2070
 JE2070'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 JE2070'RECOVERED IN GOOD CONDITION.
 JE2070
 JE2070                          STATION RECOVERY (2006)
 JE2070
 JE2070'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (CF)
 JE2070'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE2071 ***********************************************************************
 JE2071  DESIGNATION -  FAA MO85 B
 JE2071  PID         -  JE2071
 JE2071  STATE/COUNTY-  MO/CASS
 JE2071  USGS QUAD   -  AUSTIN (1981)
 JE2071
 JE2071                         *CURRENT SURVEY CONTROL
 JE2071  ___________________________________________________________________
 JE2071* NAD 83(1997)-  38 36 18.49962(N)    094 20 34.74351(W)     ADJUSTED  
 JE2071* NAVD 88     -       266.5    (meters)     874.     (feet)  VERTCON   
 JE2071  ___________________________________________________________________
 JE2071  X           -    -377,950.888 (meters)                     COMP
 JE2071  Y           -  -4,976,647.405 (meters)                     COMP
 JE2071  Z           -   3,958,302.748 (meters)                     COMP
 JE2071  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 JE2071  ELLIP HEIGHT-         234.15  (meters)          (02/17/00) GPS OBS
 JE2071  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE2071
 JE2071  HORZ ORDER  -  THIRD
 JE2071  ELLP ORDER  -  FOURTH    CLASS I
 JE2071
 JE2071.This mark is at Lawrence Smith Mem Airport (MO85)
 JE2071
 JE2071.The horizontal coordinates were established by GPS observations
 JE2071.and adjusted by the National Geodetic Survey in February 2000..
 JE2071
 JE2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE2071
 JE2071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE2071
 JE2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2071
 JE2071.The ellipsoidal height was determined by GPS observations
 JE2071.and is referenced to NAD 83.
 JE2071
 JE2071.The geoid height was determined by GEOID03.
 JE2071
 JE2071;                    North         East     Units Scale Factor Converg.
 JE2071;SPC MO W     -   270,629.441   863,676.179   MT  0.99994348   +0 05 52.7
 JE2071;UTM  15      - 4,273,815.091   383,062.655   MT  0.99976839   -0 50 17.0
 JE2071
 JE2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2071!SPC MO W     -   0.99996326  x   0.99994348  =   0.99990674
 JE2071!UTM  15      -   0.99996326  x   0.99976839  =   0.99973166
 JE2071
 JE2071:                Primary Azimuth Mark                     Grid Az
 JE2071:SPC MO W     -  FAA MO85 A                               357 12 22.3
 JE2071:UTM  15      -  FAA MO85 A                               358 08 32.0
 JE2071
 JE2071|---------------------------------------------------------------------|
 JE2071| PID    Reference Object                     Distance      Geod. Az  |
 JE2071|                                                           dddmmss.s |
 JE2071| JE2070 FAA MO85 A                          APPROX. 0.9 KM 3571815.0 |
 JE2071|---------------------------------------------------------------------|
 JE2071
 JE2071                          SUPERSEDED SURVEY CONTROL
 JE2071
 JE2071  NAD 83(1997)-  38 36 18.49965(N)    094 20 34.74351(W) AD(       ) 3
 JE2071  NAD 83(1986)-  38 36 18.50924(N)    094 20 34.73969(W) AD(       ) 3
 JE2071  NGVD 29 (10/04/91)  266.4    (m)          874.     (f) GPS OBS        
 JE2071
 JE2071.Superseded values are not recommended for survey control.
 JE2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2071.See file dsdata.txt to determine how the superseded data were derived.
 JE2071
 JE2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8306373815(NAD 83)
 JE2071_MARKER: I = METAL ROD
 JE2071_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JE2071_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JE2071_STAMPING: FAA MO85 B 1991
 JE2071_MARK LOGO: NGS   
 JE2071_PROJECTION: FLUSH
 JE2071_MAGNETIC: I = MARKER IS A STEEL ROD
 JE2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE2071+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JE2071_ROD/PIPE-DEPTH: 5.5  meters
 JE2071_SLEEVE-DEPTH  : 1.0 meters
 JE2071
 JE2071  HISTORY     - Date     Condition        Report By
 JE2071  HISTORY     - 1991     MONUMENTED       NGS
 JE2071
 JE2071                          STATION DESCRIPTION
 JE2071
 JE2071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JE2071'THE STATION IS LOCATED ABOUT 2 KM (1.2 MI) SOUTH OF HARRISONVILLE, AT
 JE2071'THE LAWRENCE SMITH MEMORIAL AIRPORT.  OWNERSHIP---UNKNOWN.  AIRPORT
 JE2071'MANAGER IS CHARLES WRIGHT, PHONE 816-887-2824.
 JE2071'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 JE2071'ROUTE 7 ABOUT 1.6 KM (1.0 MI) SOUTH OF HARRISONVILLE, GO SOUTHEAST ON
 JE2071'STATE ROUTE 7 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF PAVED AIRPORT
 JE2071'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON AIRPORT ENTRANCE
 JE2071'ROAD FOR 0.5 KM (0.3 MI) TO THE AIRPORT OFFICE ON THE RIGHT. CONTINUE
 JE2071'SOUTH THROUGH AN IRON GATE TO A TAXIWAY.  TURN RIGHT, WEST, ON
 JE2071'TAXIWAY FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF RUNWAY.  TURN LEFT,
 JE2071'SOUTH, ON RUNWAY FOR 0.96 KM (0.60 MI) TO STATION ON THE LEFT.
 JE2071'STATION IS 29.9 M (98.1 FT) NORTH OF NORTH EDGE OF TURNAROUND, 17.1 M
 JE2071'(56.1 FT) EAST OF CENTER OF RUNWAY, 15.8 M (51.8 FT) NORTH-NORTHEAST
 JE2071'OF A TAXIWAY LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1261 ***********************************************************************
 HD1261  DESIGNATION -  FAIR
 HD1261  PID         -  HD1261
 HD1261  STATE/COUNTY-  MO/GREENE
 HD1261  USGS QUAD   -  FAIR GROVE (1980)
 HD1261
 HD1261                         *CURRENT SURVEY CONTROL
 HD1261  ___________________________________________________________________
 HD1261* NAD 83(1997)-  37 22 57.01855(N)    093 08 32.39641(W)     ADJUSTED  
 HD1261* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 HD1261  ___________________________________________________________________
 HD1261  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 HD1261  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HD1261
 HD1261  HORZ ORDER  -  THIRD
 HD1261
 HD1261.The horizontal coordinates were established by classical geodetic methods
 HD1261.and adjusted by the National Geodetic Survey in February 2000..
 HD1261
 HD1261.The orthometric height was scaled from a topographic map.
 HD1261
 HD1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1261
 HD1261.The geoid height was determined by GEOID03.
 HD1261
 HD1261;                    North         East     Units Scale Factor Converg.
 HD1261;SPC MO C     -   172,094.240   443,116.077   MT  0.99997318   -0 23 24.0
 HD1261;UTM  15      - 4,137,315.785   487,399.545   MT  0.99960196   -0 05 11.1
 HD1261
 HD1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1261!SPC MO C     -   0.99994355  x   0.99997318  =   0.99991673
 HD1261!UTM  15      -   0.99994355  x   0.99960196  =   0.99954554
 HD1261
 HD1261|---------------------------------------------------------------------|
 HD1261| PID    Reference Object                     Distance      Geod. Az  |
 HD1261|                                                           dddmmss.s |
 HD1261| CN6838 FAIR RM 2                             8.983 METERS 19124     |
 HD1261| CN6836 FAIR AZ MK                                         2914359.6 |
 HD1261| CN6837 FAIR RM 1                             9.118 METERS 35152     |
 HD1261|---------------------------------------------------------------------|
 HD1261
 HD1261                          SUPERSEDED SURVEY CONTROL
 HD1261
 HD1261  NAD 83(1997)-  37 22 57.02252(N)    093 08 32.39738(W) AD(       ) 3
 HD1261  NAD 83(1986)-  37 22 57.03091(N)    093 08 32.39571(W) AD(       ) 3
 HD1261  NAD 27      -  37 22 56.87260(N)    093 08 31.73420(W) AD(       ) 3
 HD1261
 HD1261.Superseded values are not recommended for survey control.
 HD1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1261.See file dsdata.txt to determine how the superseded data were derived.
 HD1261
 HD1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8740037316(NAD 83)
 HD1261_MARKER: DS = TRIANGULATION STATION DISK
 HD1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1261
 HD1261  HISTORY     - Date     Condition        Report By
 HD1261  HISTORY     - 1960     MONUMENTED       CGS
 HD1261  HISTORY     - 19870318 GOOD             RBNF
 HD1261
 HD1261                          STATION DESCRIPTION
 HD1261
 HD1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1261'THE STATION IS ABOUT 0.6 MILE EAST OF THE VILLAGE OF FAIR
 HD1261'GROVE, 400 FEET SOUTH OF STATE HIGHWAY 125, IN SECTION 28,
 HD1261'T. 31 N., R. 20 W., AND ON PROPERTY OWNED BY MR. W.J. HODGES WHO
 HD1261'LIVES ABOUT 0.2 MILE SOUTHEAST OF THE STATION.
 HD1261'
 HD1261'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 HD1261'AND STATE HIGHWAY 125 AT THE SOUTH EDGE OF FAIR GROVE, GO
 HD1261'EAST ON STATE HIGHWAY 125 FOR 0.45 MILE TO A BLACKTOP ROAD ON THE
 HD1261'LEFT AND THE AZIMUTH MARK ON THE LEFT NEAR A POWER POLE WITH
 HD1261'A STREET LAMP.  CONTINUE EAST ON STATE HIGHWAY 125 FOR 0.25
 HD1261'MILE TO A HOUSE ON THE LEFT, A FIELD ENTRANCE ON THE RIGHT
 HD1261'AND THE STATION ABOUT 400 FEET SOUTH, ALONG THE EAST SIDE
 HD1261'OF A NORTH-SOUTH FENCE.
 HD1261'
 HD1261'STATION MARKS ARE STANDARD DISKS STAMPED FAIR 1959.  THE
 HD1261'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HD1261'WITH THE SURFACE OF THE GROUND.  IT IS 6 FEET EAST OF THE
 HD1261'NORTH-SOUTH FENCE, 16.5 FEET NORTHWEST OF A 6-INCH TWIN-TRUNKED
 HD1261'OAK TREE, 25 FEET SOUTH OF AN 8-INCH HICKORY TREE AND 6.1 FEET
 HD1261'EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 HD1261'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 HD1261'THE GROUND.
 HD1261'
 HD1261'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FAIR NO 1 1959, IS
 HD1261'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HD1261'OF THE GROUND.  IT IS 45 FEET NORTHWEST OF THE TWIN-TRUNKED
 HD1261'OAK TREE, 9 FEET WEST OF THE HICKORY TREE AND 1 FOOT EAST
 HD1261'OF THE NORTH-SOUTH FENCE.
 HD1261'
 HD1261'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FAIR NO 2 1959,
 HD1261'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HD1261'SURFACE OF THE GROUND.  IT IS 23.5 FEET SOUTHWEST OF THE
 HD1261'TWIN-TRUNKED OAK TREE AND 1 FOOT EAST OF THE NORTH-SOUTH
 HD1261'FENCE.
 HD1261'
 HD1261'AZIMUTH MARK, A STANDARD DISK STAMPED FAIR 1959, IS SET IN
 HD1261'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 18
 HD1261'FEET EAST OF THE CENTER OF THE BLACKTOP ROAD, 39 FEET NORTH
 HD1261'OF THE PAINTED CENTER LINE OF STATE HIGHWAY 125, 1 FOOT SOUTH
 HD1261'OF THE POWER POLE WITH A STREET LAMP AND 1.3 FEET NORTH OF
 HD1261'A METAL WITNESS POST.
 HD1261'
 HD1261'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TENSION.
 HD1261
 HD1261                          STATION RECOVERY (1987)
 HD1261
 HD1261'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1987 (LJB)
 HD1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2590 ***********************************************************************
 JD2590  DESIGNATION -  FAIR
 JD2590  PID         -  JD2590
 JD2590  STATE/COUNTY-  MO/MORGAN
 JD2590  USGS QUAD   -  GRAVOIS MILLS (1983)
 JD2590
 JD2590                         *CURRENT SURVEY CONTROL
 JD2590  ___________________________________________________________________
 JD2590* NAD 83(1997)-  38 21 36.21102(N)    092 50 34.37618(W)     ADJUSTED  
 JD2590* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 JD2590  ___________________________________________________________________
 JD2590  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 JD2590  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD2590
 JD2590  HORZ ORDER  -  SECOND
 JD2590
 JD2590.The horizontal coordinates were established by classical geodetic methods
 JD2590.and adjusted by the National Geodetic Survey in February 2000..
 JD2590
 JD2590.The orthometric height was scaled from a topographic map.
 JD2590
 JD2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2590
 JD2590.The geoid height was determined by GEOID03.
 JD2590
 JD2590;                    North         East     Units Scale Factor Converg.
 JD2590;SPC MO C     -   280,451.677   470,033.605   MT  0.99994439   -0 12 46.1
 JD2590;UTM  15      - 4,245,777.179   513,726.802   MT  0.99960232   +0 05 51.0
 JD2590
 JD2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2590!SPC MO C     -   0.99995957  x   0.99994439  =   0.99990396
 JD2590!UTM  15      -   0.99995957  x   0.99960232  =   0.99956190
 JD2590
 JD2590:                Primary Azimuth Mark                     Grid Az
 JD2590:SPC MO C     -  VERSAILLES MORGAN CO CTHSE               001 07 08.5
 JD2590:UTM  15      -  VERSAILLES MORGAN CO CTHSE               000 48 31.4
 JD2590
 JD2590|---------------------------------------------------------------------|
 JD2590| PID    Reference Object                     Distance      Geod. Az  |
 JD2590|                                                           dddmmss.s |
 JD2590| JD2585 VERSAILLES MORGAN CO CTHSE          APPROX. 7.9 KM 0005422.4 |
 JD2590| JD2586 VERSAILLES MUNICIPAL TANK           APPROX. 7.7 KM 0025159.3 |
 JD2590| CN6835 FAIR AZ MK                                         0072817.1 |
 JD2590| AI9066 FAIR RM 1                            25.581 METERS 06034     |
 JD2590| AI9067 FAIR RM 2                            30.300 METERS 12754     |
 JD2590| JD2598 HUGHES 2                            APPROX.11.1 KM 3161811.1 |
 JD2590|---------------------------------------------------------------------|
 JD2590
 JD2590                          SUPERSEDED SURVEY CONTROL
 JD2590
 JD2590  NAD 83(1986)-  38 21 36.22339(N)    092 50 34.37714(W) AD(       ) 2
 JD2590  NAD 27      -  38 21 36.13000(N)    092 50 33.68300(W) AD(       ) 2
 JD2590
 JD2590.Superseded values are not recommended for survey control.
 JD2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2590.See file dsdata.txt to determine how the superseded data were derived.
 JD2590
 JD2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1372745777(NAD 83)
 JD2590_MARKER: DS = TRIANGULATION STATION DISK
 JD2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2590_STAMPING: FAIR 1947
 JD2590_MARK LOGO: CGS   
 JD2590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JD2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2590+STABILITY: SURFACE MOTION
 JD2590
 JD2590  HISTORY     - Date     Condition        Report By
 JD2590  HISTORY     - 1947     MONUMENTED       CGS
 JD2590  HISTORY     - 1963     GOOD             CGS
 JD2590  HISTORY     - 19811019 GOOD             NGS
 JD2590
 JD2590                          STATION DESCRIPTION
 JD2590
 JD2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2590'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF VERSAILLES IN A
 JD2590'POINT OF LAND FORMED BY THE JUNCTION OF STATE HIGHWAY NO. 5 AND
 JD2590'GRAVELED ROAD.  IT IS 44 FEET WEST OF CENTERLINE OF STATE HIGHWAY
 JD2590'NO. 5, 41 FEET EAST OF CENTERLINE OF GRAVELED ROAD, 26 FEET
 JD2590'SOUTH-SOUTHWEST OF TELEPHONE POLE WITH TRIANGLE BLAZE AND 4.1
 JD2590'FEET SOUTH OF WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND
 JD2590'THE DISK IS STAMPED FAIR 1947.
 JD2590'
 JD2590'REFERENCE MARK NO. 1 IS 83.93 FEET NORTHEAST OF THE STATION, 55
 JD2590'FEET NORTH OF POWER POLE MARKED A 1196 AND 30 FEET EAST OF
 JD2590'CENTERLINE OF STATE HIGHWAY NO. 5.  THE MARK PROJECTS 6 INCHES
 JD2590'AND THE DISK IS STAMPED FAIR NO 1 1947.
 JD2590'
 JD2590'REFERENCE MARK NO. 2 IS 99.41 FEET SOUTHEAST OF THE STATION, 48
 JD2590'FEET SOUTH OF POWER POLE MARKED A 1196 AND 28 FEET EAST OF
 JD2590'CENTERLINE OF STATE HIGHWAY NO. 5.  THE MARK PROJECTS 6 INCHES
 JD2590'AND THE DISK IS STAMPED FAIR NO 2 1947.
 JD2590'
 JD2590'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTH OF THE STATION,
 JD2590'29 FEET EAST OF CENTERLINE OF STATE HIGHWAY NO. 5, 10 FEET SOUTH
 JD2590'OF A 12 INCH OAK TREE, 3.7 FEET WEST OF FENCELINE AND 2.8 FEET
 JD2590'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 10 INCHES AND
 JD2590'THE DISK IS STAMPED FAIR 1947.
 JD2590'
 JD2590'TO REACH THE STATION FROM THE POST OFFICE IN GRAVOIS MILLS GO
 JD2590'NORTH ON STATE HIGHWAY NO. 5 FOR 4.7 MILES TO LAKE ROAD NO. 1
 JD2590'AND STATION ON LEFT AS DESCRIBED.
 JD2590'
 JD2590'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON
 JD2590'STATE HIGHWAY NO. 5 FOR APPROXIMATELY 0.15 MILE TO AZIMUTH MARK
 JD2590'ON RIGHT AS DESCRIBED.
 JD2590'
 JD2590'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2590
 JD2590                          STATION RECOVERY (1963)
 JD2590
 JD2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2590'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 JD2590'WERE RECOVERED AS DESCRIBED.  ALL MARKS WERE IN GOOD CONDITION.
 JD2590'
 JD2590'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 JD2590
 JD2590                          STATION RECOVERY (1981)
 JD2590
 JD2590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JD2590'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 JD2590'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK WAS
 JD2590'SALVAGED.  THERE WAS NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK DUE
 JD2590'TO LIMITED GROUND VISIBILITY DUE TO TREES, BUILDINGS AND TERRAIN.  A
 JD2590'REFERENCE MARK 3 WAS ESTABLISHED AT THE FARTHEST DISTANCE POSSIBLE.
 JD2590'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AGREED FAVORABLY
 JD2590'WITH 1947 DATA, THEREFORE, THE UNDERGROUND MARK WAS NOT INSPECTED.  A
 JD2590'POLARIS OBSERVATION WAS TAKEN TO REFERENCE MARK 3.  DUE TO CHANGES A
 JD2590'COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 8 KM
 JD2590'(4.95 MI) SOUTH OF VERSAILLES, 7.6 KM (4.70 MI) NORTH OF GRAVOIS MILLS
 JD2590'AND ON THE WEST RIGHT-OF-WAY OF STATE ROAD TT, IN A TRIANGLE FORMED BY
 JD2590'ROAD TT, A GRAVELED ROAD AND A DRIVEWAY.  TO REACH THE STATION FROM
 JD2590'THE POST OFFICE IN GRAVOIS MILLS, GO NORTHERLY ON STATE HIGHWAY 5 FOR
 JD2590'2.17 KM (1.35 MI) TO STATE ROAD TT ON THE RIGHT.  TURN RIGHT AND GO
 JD2590'NORTHEAST AND NORTH ON ROAD TT FOR 5.63 KM (3.50 MI) TO THE STATION ON
 JD2590'THE LEFT, AT THE NORTH END OF A CURVE IN ROAD TT, AT A REVERSE FORK OF
 JD2590'A GRAVELED ROAD ON THE LEFT AND ABOUT 0.08 KM (0.05 MI) SOUTH OF A
 JD2590'POINT WHERE ROAD TT TURNS LEFT AND WEST.  THE STATION IS A STANDARD
 JD2590'CGS DISK STAMPED FAIR 1947, SET INTO THE TOP OF A SQUARE CONCRETE
 JD2590'MONUMENT 12 INCHES OR 30 CM IN DIAMETER FLUSH WITH GROUND LOCATED 51.5
 JD2590'FT (15.7 M) N FROM THE CENTERLINE OF A DRIVEWAY, 44.5 FT (13.6 M) W
 JD2590'FROM THE CENTERLINE OF ROAD TT, 42.0 FT (12.8 M) E FROM THE CENTERLINE
 JD2590'OF A GRAVELED ROAD, 29.5 FT (9.0 M) NW FROM A POWERLINE GUY POLE, AND
 JD2590'1.9 FT (0.6 M) N FROM A WITNESS POST. REFERENCE MARK NO 1 IS A
 JD2590'STANDARD CGS DISK STAMPED FAIR NO 1 1947, SET INTO THE TOP OF A SQUARE
 JD2590'CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER FLUSH WITH GROUND
 JD2590'LOCATED 54.4 FT (16.6 M) N FROM A JUNCTION OF A POWERLINE POLE, 29.0
 JD2590'FT (8.8 M) E FROM THE CENTERLINE OF ROAD TT, 1.0 FT (0.3 M) N FROM A
 JD2590'WITNESS POST AND 4 FT (1.2 M) HIGHER THAN THE STATION.  REFERENCE MARK
 JD2590'NO 2 IS A STANDARD CGS DISK STAMPED FAIR NO 2 1947, SET INTO THE TOP
 JD2590'OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 JD2590'PROJECTING 4 INCHES OR 8 CM ABOVE THE GROUND LOCATED 47.2 FT (14.4 M)
 JD2590'S FROM THE JUNCTION POWERLINE POLE, 24.5 FT (7.5 M) E FROM THE
 JD2590'CENTERLINE OF ROAD TT, AND 5 FT (1.5 M) HIGHER THAN THE STATION.
 JD2590'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED FAIR 1947 NO 3
 JD2590'1981, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM
 JD2590'IN DIAMETER PROJECTING 3 INCHES OR 6 CM ABOVE THE GROUND LOCATED 815.3
 JD2590'FT (248.5 M) N FROM THE STATION, 29.5 FT (9.0 M) E FROM THE CENTERLINE
 JD2590'OF A PAVED ROAD, 1.5 FT (0.5 M) N FROM A WITNESS POST, 1.3 FT (0.4 M)
 JD2590'W FROM A NORTH/SOUTH FENCE, AND 2.3 FT (0.7 M) LOWER THAN THE STATION.
 JD2590'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTH ON ROAD TT FOR
 JD2590'0.08 KM (0.05 MI) TO WHERE ROAD TT TURNS LEFT AND WEST.  CONTINUE
 JD2590'NORTH ON A PAVED ROAD FOR 0.16 KM (0.10 MI) TO THE MARK ON THE RIGHT.
 JD2590'A TALL TRIPOD IS NEEDED FOR RM 3 TO BE GROUND VISIBLE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1384 ***********************************************************************
 HD1384  DESIGNATION -  FAIR PLAY MUNICIPAL TANK
 HD1384  PID         -  HD1384
 HD1384  STATE/COUNTY-  MO/POLK
 HD1384  USGS QUAD   -  FAIR PLAY (1981)
 HD1384
 HD1384                         *CURRENT SURVEY CONTROL
 HD1384  ___________________________________________________________________
 HD1384* NAD 83(1997)-  37 37 59.78079(N)    093 34 16.50008(W)     ADJUSTED  
 HD1384* NAVD 88     -                                                        
 HD1384  ___________________________________________________________________
 HD1384  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 HD1384  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HD1384
 HD1384  HORZ ORDER  -  THIRD
 HD1384
 HD1384.The horizontal coordinates were established by classical geodetic methods
 HD1384.and adjusted by the National Geodetic Survey in February 2000..
 HD1384
 HD1384
 HD1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1384
 HD1384.The geoid height was determined by GEOID03.
 HD1384
 HD1384;                    North         East     Units Scale Factor Converg.
 HD1384;SPC MO C     -   200,270.504   405,447.742   MT  1.00004341   -0 39 15.0
 HD1384;SPC MO W     -   163,153.859   931,975.046   MT  1.00002392   +0 34 01.7
 HD1384;UTM  15      - 4,165,280.532   449,596.831   MT  0.99963129   -0 20 55.7
 HD1384
 HD1384                          SUPERSEDED SURVEY CONTROL
 HD1384
 HD1384  NAD 83(1997)-  37 37 59.78305(N)    093 34 16.50008(W) AD(       ) 4
 HD1384  NAD 83(1997)-  37 37 59.79233(N)    093 34 16.50047(W) AD(       ) 4
 HD1384  NAD 83(1986)-  37 37 59.79283(N)    093 34 16.49922(W) AD(       ) 4
 HD1384  NAD 27      -  37 37 59.65300(N)    093 34 15.76300(W) AD(       ) 3
 HD1384
 HD1384.Superseded values are not recommended for survey control.
 HD1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1384.See file dsdata.txt to determine how the superseded data were derived.
 HD1384
 HD1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4959765281(NAD 83)
 HD1384_MARKER: 53 = ELEVATED TANK
 HD1384
 HD1384  HISTORY     - Date     Condition        Report By
 HD1384  HISTORY     - 1959     FIRST OBSERVED   CGS
 HD1384
 HD1384                          STATION DESCRIPTION
 HD1384
 HD1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HWK)
 HD1384'THE STATION IS THE BALL AT THE TOP CENTER OF THE TANK.  THE
 HD1384'TANK IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER WITH
 HD1384'THE LEGEND FAIR PLAY PAINTED IN BLACK ON THE EAST AND WEST
 HD1384'SIDES.  THE OVERALL HEIGHT OF THE TANK IS ABOUT 80 FEET.
 HD1384'
 HD1384'THE TANK IS LOCATED ON A HIGH HILL AT THE WEST EDGE OF FAIR PLAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0856 ***********************************************************************
 LD0856  DESIGNATION -  FAIRMONT RESET
 LD0856  PID         -  LD0856
 LD0856  STATE/COUNTY-  MO/CLARK
 LD0856  USGS QUAD   -  COLONY (1975)
 LD0856
 LD0856                         *CURRENT SURVEY CONTROL
 LD0856  ___________________________________________________________________
 LD0856* NAD 83(1997)-  40 19 53.53579(N)    091 54 37.04078(W)     ADJUSTED  
 LD0856* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 LD0856  ___________________________________________________________________
 LD0856  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 LD0856  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LD0856
 LD0856  HORZ ORDER  -  FIRST
 LD0856
 LD0856.The horizontal coordinates were established by classical geodetic methods
 LD0856.and adjusted by the National Geodetic Survey in February 2000..
 LD0856
 LD0856.The orthometric height was scaled from a topographic map.
 LD0856
 LD0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0856
 LD0856.The geoid height was determined by GEOID03.
 LD0856
 LD0856;                    North         East     Units Scale Factor Converg.
 LD0856;SPC MO E     -   500,213.868   130,160.426   MT  1.00011006   -0 54 46.3
 LD0856;SPC MO C     -   499,426.112   550,110.104   MT  0.99996423   +0 22 54.0
 LD0856;UTM  15      - 4,465,125.474   592,566.894   MT  0.99970548   +0 42 19.2
 LD0856
 LD0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0856!SPC MO E     -   0.99996830  x   1.00011006  =   1.00007835
 LD0856!SPC MO C     -   0.99996830  x   0.99996423  =   0.99993253
 LD0856!UTM  15      -   0.99996830  x   0.99970548  =   0.99967378
 LD0856
 LD0856:                Primary Azimuth Mark                     Grid Az
 LD0856:SPC MO E     -  KAHOKA MUNICIPAL TANK                    059 15 04.7
 LD0856:SPC MO C     -  KAHOKA MUNICIPAL TANK                    057 57 24.4
 LD0856:UTM  15      -  KAHOKA MUNICIPAL TANK                    057 37 59.2
 LD0856
 LD0856|---------------------------------------------------------------------|
 LD0856| PID    Reference Object                     Distance      Geod. Az  |
 LD0856|                                                           dddmmss.s |
 LD0856| LD0845 KAHOKA MUNICIPAL TANK               APPROX.19.0 KM 0582018.4 |
 LD0856| LD0855 BM                                   15.700 METERS 09207     |
 LD0856| CL8495 FAIRMONT RM 1                        54.678 METERS 21945     |
 LD0856| CL8496 FAIRMONT RM 2                        45.345 METERS 27519     |
 LD0856| CL8493 FAIRMONT AZ MK                                     3530047.8 |
 LD0856| CL8494 FAIRMONT AZ MK 2                                   35309     |
 LD0856|---------------------------------------------------------------------|
 LD0856
 LD0856                          SUPERSEDED SURVEY CONTROL
 LD0856
 LD0856  NAD 83(1997)-  40 19 53.53587(N)    091 54 37.04331(W) AD(       ) 1
 LD0856  NAD 83(1997)-  40 19 53.53580(N)    091 54 37.04314(W) AD(       ) 1
 LD0856  NAD 83(1986)-  40 19 53.54551(N)    091 54 37.04900(W) AD(       ) 1
 LD0856  NAD 27      -  40 19 53.39640(N)    091 54 36.42140(W) AD(       ) 1
 LD0856
 LD0856.Superseded values are not recommended for survey control.
 LD0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0856.See file dsdata.txt to determine how the superseded data were derived.
 LD0856
 LD0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE9256765125(NAD 83)
 LD0856_MARKER: DS = TRIANGULATION STATION DISK
 LD0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0856_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0856
 LD0856  HISTORY     - Date     Condition        Report By
 LD0856  HISTORY     - 1934     MONUMENTED       CGS
 LD0856  HISTORY     - 1967     GOOD             CGS
 LD0856  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LD0856
 LD0856                          STATION DESCRIPTION
 LD0856
 LD0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0856'THIS STATION IS LOCATED IN THE VILLAGE OF FAIRMONT, ABOUT
 LD0856'12 MILES N OF LA BELLE, ABOUT 4 MILES S OF WYACONDA, IN THE SW
 LD0856'1/4 SEC. 21, T 64 N, R 9 W, ON LAND OWNED BY THE TOWN.  THE
 LD0856'MARK IS SET IN THE N PART OF A SMALL PARK IN THE CENTER OF
 LD0856'THE VILLAGE.  IT IS 53 FEET S OF THE CENTER OF E-W STREET,
 LD0856'82 FEET W OF THE CENTER OF N-S STREET, ON THE E SIDE OF THE
 LD0856'PARK, 55 FEET W OF THE NE CORNER OF THE PARK, AND PROJECTS
 LD0856'12 INCHES.
 LD0856'
 LD0856'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET
 LD0856'IN THE TOPS OF CONCRETE CYLINDERS.
 LD0856'
 LD0856'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LD0856'
 LD0856'REFERENCE MARK NO. 1 IS SW OF THE STATION IN THE SW CORNER OF
 LD0856'THE PARK, 2 FEET NE OF A 20-INCH ELM TREE WHICH MARKS THE SW
 LD0856'CORNER.  MARK PROJECTS 8 INCHES.
 LD0856'
 LD0856'REFERENCE MARK NO. 2 IS WNW OF THE STATION IN THE NW CORNER
 LD0856'OF THE PARK, 43 FEET E OF THE CENTER OF N-S STREET ON THE W
 LD0856'EDGE OF THE PARK, 45 FEET S OF E-W STREET.  MARK PROJECTS
 LD0856'8 INCHES.
 LD0856'
 LD0856'AZIMUTH MARK IS N OF THE STATION ON THE E EDGE OF THE RIGHT-OF-WAY
 LD0856'OF E-W ROAD.  IT IS 32 FEET S OF DRIVEWAY, 20 FEET E OF THE
 LD0856'CENTER OF ROAD AND PROJECTS 10 INCHES.
 LD0856'
 LD0856'U.S.G.S. BENCH MARK IS E OF THE STATION ON THE E EDGE OF THE
 LD0856'PARK NEAR THE NE CORNER.  IT IS IRON PIPE ABOUT 3 INCHES
 LD0856'IN DIAMETER WITH A BRASS DISK RIVETED ON THE TOP, AND PROJECTS
 LD0856'12 INCHES.  THE MARK HAS BEEN BROKEN OFF AND REPAIRED BY
 LD0856'LOCAL PEOPLE.  LOCAL INFORMATION STATES THAT THE MARK WAS
 LD0856'ESTABLISHED IN 1900.
 LD0856'
 LD0856'TO REACH FROM STATION GO W ON STREET WHICH RUNS ALONG THE
 LD0856'N SIDE OF THE PARK FOR ABOUT 200 YARDS.  HERE TURN N ON THE E
 LD0856'SIDE OF A CHURCH AND FOLLOW ROAD N FOR 0.7 MILE TO THE MARK
 LD0856'ON THE E.
 LD0856'
 LD0856'ALL LIGHTS COME INTO VIEW AT 42 FEET.
 LD0856
 LD0856                          STATION RECOVERY (1967)
 LD0856
 LD0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LD0856'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 LD0856'CONDITION.  B.M. (USGS) 1900 WAS RECOVERED BUT FOUND TO BE
 LD0856'LEANING.  THE AZIMUTH MARK HAD BEEN DISPLACED AND THIS MARK
 LD0856'WAS RESET BY USING THE WATER TANK IN WYCONDA WHICH WAS LOCATED
 LD0856'IN 1934.
 LD0856'
 LD0856'THE STATION IS NEAR THE NORTH SIDE OF A SMALL PARK IN THE
 LD0856'VILLAGE OF FAIRMONT.  IT IS 82 FEET WEST OF THE CENTERLINE
 LD0856'OF A NORTH-SOUTH STREET AND 55 FEET SOUTH OF THE CENTERLINE
 LD0856'OF AN EAST-WEST STREET.
 LD0856'
 LD0856'R.M. NO. 1 IS SOUTHWEST OF THE STATION, AT THE SOUTHWEST CORNER
 LD0856'OF THE PARK AND 2 FEET NORTHEAST OF A 24-INCH ELM TREE.
 LD0856'
 LD0856'R.M. NO. 2 IS WEST-NORTHWEST OF THE STATION, IN THE NORTHWEST
 LD0856'CORNER OF THE PARK, 45 FEET EAST OF THE CENTERLINE OF THE
 LD0856'NORTH-SOUTH STREET AND 45 FEET SOUTH OF THE CENTERLINE OF
 LD0856'THE EAST-WEST STREET.
 LD0856'
 LD0856'THE AZIMUTH MARK IS 55 FEET SOUTH-SOUTHEAST OF SOUTHEAST
 LD0856'CORNER OF A FARMHOUSE, 34 FEET WEST OF THE CENTERLINE OF ROAD,
 LD0856'13 FEET SOUTH OF CENTERLINE OF A FARM ENTRANCE, 3 FEET SOUTH
 LD0856'OF SOUTH GATE POST, 2 FEET WEST OF A METAL WITNESS POST AND 1
 LD0856'FOOT WEST OF A FENCE.  THE MARK PROJECTS 5 INCHES AND THE
 LD0856'DISK IS A REFERENCE MARK DISK STAMPED FAIRMONT 1934 AZIMUTH
 LD0856'2 1967.
 LD0856'
 LD0856'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.1
 LD0856'MILE TO A SIDE ROAD RIGHT AT CHURCH IN NORTHWEST ANGLE, TURN
 LD0856'RIGHT AND GO NORTH FOR 0.55 MILE TO FARMHOUSE AND MARK ON LEFT.
 LD0856'
 LD0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FAIRMONT
 LD0856
 LD0856                          STATION RECOVERY (1970)
 LD0856
 LD0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LD0856'THE STATION MARK WAS FOUND WITH THE TOP BROKEN OFF OF THE CONCRETE
 LD0856'POST AND A NEW SURFACE STATION MARK WAS SET.  REFERENCE MARK
 LD0856'NO. 1, REFERENCE MARK NO. 2, USGS BM 1900, AND THE AZIMUTH
 LD0856'MARK WERE RECOVERED AS DESCRIBED IN 1967.  THE DISTANCES AND
 LD0856'DIRECTIONS TO THE MARKS CHECKED THE 1967 OBSERVATIONS.  A
 LD0856'TRAVERSE CONNECTION WAS MADE TO THE USGS BM 1900.  THE 1967
 LD0856'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LD0856'
 LD0856'STATION MARK, A STANDARD DISK STAMPED FAIRMONT 1934 1970, IS
 LD0856'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LD0856'SURFACE OF THE GROUND.  A METAL WITNESS POST WAS SET 1 FOOT
 LD0856'EAST OF THE MARK.
 LD0856'
 LD0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FAIRMONT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1383 ***********************************************************************
 HD1383  DESIGNATION -  FAIRPLAY
 HD1383  PID         -  HD1383
 HD1383  STATE/COUNTY-  MO/POLK
 HD1383  USGS QUAD   -  FAIR PLAY (1981)
 HD1383
 HD1383                         *CURRENT SURVEY CONTROL
 HD1383  ___________________________________________________________________
 HD1383* NAD 83(1997)-  37 38 18.07446(N)    093 33 28.32594(W)     ADJUSTED  
 HD1383* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 HD1383  ___________________________________________________________________
 HD1383  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 HD1383  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HD1383
 HD1383  HORZ ORDER  -  SECOND
 HD1383
 HD1383.The horizontal coordinates were established by classical geodetic methods
 HD1383.and adjusted by the National Geodetic Survey in February 2000..
 HD1383
 HD1383.The orthometric height was scaled from a topographic map.
 HD1383
 HD1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1383
 HD1383.The geoid height was determined by GEOID03.
 HD1383
 HD1383;                    North         East     Units Scale Factor Converg.
 HD1383;SPC MO C     -   200,821.092   406,635.252   MT  1.00004067   -0 38 45.8
 HD1383;SPC MO W     -   163,729.624   933,150.530   MT  1.00002631   +0 34 31.3
 HD1383;UTM  15      - 4,165,837.211   450,780.903   MT  0.99962984   -0 20 26.5
 HD1383
 HD1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1383!SPC MO C     -   0.99995142  x   1.00004067  =   0.99999209
 HD1383!SPC MO W     -   0.99995142  x   1.00002631  =   0.99997773
 HD1383!UTM  15      -   0.99995142  x   0.99962984  =   0.99958128
 HD1383
 HD1383:                Primary Azimuth Mark                     Grid Az
 HD1383:SPC MO C     -  FAIRPLAY AZ MK                           044 41 28.7
 HD1383:SPC MO W     -  FAIRPLAY AZ MK                           043 28 11.6
 HD1383:UTM  15      -  FAIRPLAY AZ MK                           044 23 09.4
 HD1383
 HD1383|---------------------------------------------------------------------|
 HD1383| PID    Reference Object                     Distance      Geod. Az  |
 HD1383|                                                           dddmmss.s |
 HD1383| CN6839 FAIRPLAY AZ MK                                     0440242.9 |
 HD1383| CN6840 FAIRPLAY RM 1                        21.563 METERS 09001     |
 HD1383| HD1243 BOLIVAR SE ELEC COOP RAD MAST       APPROX.13.8 KM 1061452.5 |
 HD1383| CN6841 FAIRPLAY RM 2                        14.166 METERS 17743     |
 HD1383| HD1384 FAIR PLAY MUNICIPAL TANK            APPROX. 1.3 KM 2442845.3 |
 HD1383|---------------------------------------------------------------------|
 HD1383
 HD1383                          SUPERSEDED SURVEY CONTROL
 HD1383
 HD1383  NAD 83(1997)-  37 38 18.07663(N)    093 33 28.32647(W) AD(       ) 2
 HD1383  NAD 83(1997)-  37 38 18.08588(N)    093 33 28.32677(W) AD(       ) 2
 HD1383  NAD 83(1986)-  37 38 18.08622(N)    093 33 28.32514(W) AD(       ) 2
 HD1383  NAD 27      -  37 38 17.94630(N)    093 33 27.59460(W) AD(       ) 2
 HD1383
 HD1383.Superseded values are not recommended for survey control.
 HD1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1383.See file dsdata.txt to determine how the superseded data were derived.
 HD1383
 HD1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB5078165837(NAD 83)
 HD1383_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HD1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1383
 HD1383  HISTORY     - Date     Condition        Report By
 HD1383  HISTORY     - 1960     MONUMENTED       CGS
 HD1383
 HD1383                          STATION DESCRIPTION
 HD1383
 HD1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1383'THE STATION IS ABOUT 1 MILE NORTHEAST OF FAIRPLAY, IN THE
 HD1383'NORTHEAST QUARTER OF SECTION 33, T. 34 N., R. 24 W., ON THE WEST
 HD1383'RIGHT-OF-WAY OF COUNTY ROUTE BB.
 HD1383'
 HD1383'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HD1383'13 AND 32 IN FAIRPLAY, GO NORTH ON HIGHWAY 13 FOR 0.5 MILE TO
 HD1383'THE JUNCTION OF COUNTY ROUTE BB.  TURN RIGHT AND GO EAST AND NORTH
 HD1383'ON ROUTE BB FOR 0.9 MILE TO THE SOUTH ONE OF TWO LARGE TREES ON
 HD1383'THE RIGHT AND THE STATION ON THE LEFT.
 HD1383'
 HD1383'STATION MARKS ARE STANDARD DISKS STAMPED FAIRPLAY 1960.  THE
 HD1383'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HD1383'3 INCHES.  IT IS 34 FEET WEST OF THE CENTER OF ROUTE BB, 28.5
 HD1383'FEET NORTH OF A TELEPHONE POLE, 108 FEET WEST OF THE SOUTH
 HD1383'ONE OF TWO LARGE OAK TREES, 2 FEET EAST OF A WOODS LINE AND
 HD1383'41 FEET SOUTHWEST OF THE SOUTH EDGE OF A RIGHT-OF-WAY APPROACH
 HD1383'AND 2.5 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 HD1383'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 20 INCHES BELOW
 HD1383'THE SURFACE OF THE GROUND.
 HD1383'
 HD1383'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FAIRPLAY NO 1 1960,
 HD1383'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 HD1383'IS 37 FEET EAST OF THE CENTER OF ROUTE BB, 38 FEET WEST OF THE
 HD1383'SOUTH ONE OF TWO LARGE OAK TREES AND 1 FOOT WEST OF A NORTH-SOUTH
 HD1383'FENCE.
 HD1383'
 HD1383'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FAIRPLAY NO 2 1960,
 HD1383'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HD1383'18 FEET SOUTH OF A TELEPHONE POLE, 2 FEET EAST OF THE WOODS
 HD1383'LINE AND 32 FEET WEST OF THE CENTER OF ROUTE BB.
 HD1383'
 HD1383'AZIMUTH MARK, A STANDARD DISK STAMPED FAIRPLAY 1960, IS SET IN A
 HD1383'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 32.5 FEET
 HD1383'NORTH OF THE CENTER OF ROUTE BB, 1 FOOT SOUTH OF AN EAST-WEST
 HD1383'FENCE, 103 FEET WEST OF A FIELD ENTRANCE AND 2 FEET WEST OF
 HD1383'A METAL WITNESS POST.
 HD1383'
 HD1383'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND
 HD1383'EAST ON ROUTE BB FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HD1383'
 HD1383'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HD1383'
 HD1383'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0903 ***********************************************************************
 GF0903  DESIGNATION -  FAIRVIEW
 GF0903  PID         -  GF0903
 GF0903  STATE/COUNTY-  MO/BARRY
 GF0903  USGS QUAD   -  SHELL KNOB (1974)
 GF0903
 GF0903                         *CURRENT SURVEY CONTROL
 GF0903  ___________________________________________________________________
 GF0903* NAD 83(1997)-  36 38 59.96455(N)    093 39 49.92355(W)     ADJUSTED  
 GF0903* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 GF0903  ___________________________________________________________________
 GF0903  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 GF0903  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GF0903
 GF0903  HORZ ORDER  -  FIRST
 GF0903
 GF0903.The horizontal coordinates were established by classical geodetic methods
 GF0903.and adjusted by the National Geodetic Survey in February 2000..
 GF0903
 GF0903.The orthometric height was scaled from a topographic map.
 GF0903
 GF0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0903
 GF0903.The geoid height was determined by GEOID03.
 GF0903
 GF0903;                    North         East     Units Scale Factor Converg.
 GF0903;SPC MO W     -    53,955.245   924,761.654   MT  1.00001001   +0 29 56.9
 GF0903;SPC MO C     -    91,244.029   395,934.144   MT  1.00006671   -0 41 41.3
 GF0903;SPC AR N     -   258,290.728   251,211.152   MT  1.00010897   -0 58 05.5
 GF0903;SPC AR N     -   847,408.83    824,181.92   sFT  1.00010897   -0 58 05.5
 GF0903;UTM  15      - 4,056,250.995   440,661.642   MT  0.99964338   -0 23 46.6
 GF0903
 GF0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0903!SPC MO W     -   0.99993306  x   1.00001001  =   0.99994306
 GF0903!SPC MO C     -   0.99993306  x   1.00006671  =   0.99999976
 GF0903!SPC AR N     -   0.99993306  x   1.00010897  =   1.00004202
 GF0903!UTM  15      -   0.99993306  x   0.99964338  =   0.99957646
 GF0903
 GF0903|---------------------------------------------------------------------|
 GF0903| PID    Reference Object                     Distance      Geod. Az  |
 GF0903|                                                           dddmmss.s |
 GF0903| CI0874 FAIRVIEW RM 1                        15.021 METERS 07945     |
 GF0903| GF0896 SHELL KNOB LOOKOUT TOWER            APPROX. 8.1 KM 1251845.4 |
 GF0903| GF0895 PILOT KNOB LOT                      APPROX.15.5 KM 1370857.5 |
 GF0903| CI0873 FAIRVIEW AZ MK                                     1720202.7 |
 GF0903| CI0875 FAIRVIEW RM 2                        14.265 METERS 30948     |
 GF0903|---------------------------------------------------------------------|
 GF0903
 GF0903                          SUPERSEDED SURVEY CONTROL
 GF0903
 GF0903  NAD 83(1997)-  36 38 59.96468(N)    093 39 49.92341(W) AD(       ) 1
 GF0903  NAD 83(1997)-  36 38 59.96971(N)    093 39 49.92465(W) AD(       ) 1
 GF0903  NAD 83(1997)-  36 38 59.97562(N)    093 39 49.92426(W) AD(       ) 1
 GF0903  NAD 83(1986)-  36 38 59.97629(N)    093 39 49.92378(W) AD(       ) 1
 GF0903  NAD 27      -  36 38 59.73910(N)    093 39 49.23050(W) AD(       ) 1
 GF0903
 GF0903.Superseded values are not recommended for survey control.
 GF0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0903.See file dsdata.txt to determine how the superseded data were derived.
 GF0903
 GF0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4066256251(NAD 83)
 GF0903_MARKER: DS = TRIANGULATION STATION DISK
 GF0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0903+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 GF0903
 GF0903  HISTORY     - Date     Condition        Report By
 GF0903  HISTORY     - 1961     MONUMENTED       CGS
 GF0903  HISTORY     - 20020819 GOOD             GEOCAC
 GF0903
 GF0903                          STATION DESCRIPTION
 GF0903
 GF0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0903'THE MARKS WERE SET BY A GEODIMETER PARTY IN 1960 BUT WAS NOT
 GF0903'OCCUPIED UNTIL 1961.
 GF0903'
 GF0903'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS-
 GF0903'
 GF0903'THE STATION IS ABOUT 2 MILES NORTHWEST OF THE TOWN OF SHELL
 GF0903'KNOB, ON A HIGH RIDGE, IN THE NORTHWEST QUARTER OF SECTION 5,
 GF0903'T. 22 N., R. 25 W.  IT IS 93.5 FEET SOUTHWEST OF THE SOUTHWEST
 GF0903'CORNER OF A BRICK SIDING HOUSE, 13 FEET SOUTH OF A WITNESS POST,
 GF0903'22 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 46 FEET
 GF0903'SOUTHEAST OF A 16 INCH OAK TREE, 114 FEET WEST OF THE CENTERLINE
 GF0903'OF STATE HIGHWAY 39 AND 72 WEST OF A POWER POLE.  THE MONUMENT
 GF0903'IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED FAIRVIEW
 GF0903'1960.
 GF0903'
 GF0903'TO REACH THE STATION FROM THE SHELL KNOB SCHOOL IN THE SOUTHEAST
 GF0903'EDGE OF SHELL KNOB, GO NORTHEASTERLY ON STATE HIGHWAY 39 FOR
 GF0903'3.1 MILES TO THE TOP OF RIDGE AND THE STATION ON THE LEFT.
 GF0903'
 GF0903'TO REACH THE AZIMUTH MARK FROM THE EAST SIDE OF THE STATION, GO
 GF0903'SOUTH ON HIGHWAY 39 FOR ABOUT 200 FEET TO A DRIVEWAY LEFT.
 GF0903'KEEP LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO A
 GF0903'WOODEN GATE (PASSING BETWEEN HOUSE AND QUANSET HUT CHICKEN HOUSE).
 GF0903'PASS THROUGH GATE AND GO SOUTH ALONG WEST SIDE OF NORTH-SOUTH
 GF0903'FENCE LINE FOR 0.05 MILE TO TOP OF RIDGE AND THE MARK ON THE
 GF0903'LEFT.
 GF0903'
 GF0903'REFERENCE MARK 1 IS 1 FOOT NORTH OF A WIRE FENCE, 11 FEET SOUTH
 GF0903'OF THE CENTERLINE OF THE GRAVELED ROAD, 39 FEET NORTHWEST OF
 GF0903'THE POWER POLE, 46 FEET EAST OF THE WITNESS POST AND 72 FEET
 GF0903'WEST OF THE CENTERLINE OF HIGHWAY 39.  THE MONUMENT IS FLUSH
 GF0903'AND THE DISK IS STAMPED FAIRVIEW NO 1 1960.
 GF0903'
 GF0903'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A WIRE FENCE, 8 FEET NORTH
 GF0903'OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET SOUTHWEST OF THE
 GF0903'16 INCH OAK TREE AND 42 FEET NORTHWEST OF THE WITNESS POST.
 GF0903'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED FAIRVIEW
 GF0903'NO 2 1960.
 GF0903'
 GF0903'THE AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH
 GF0903'OF A WITNESS POST AND 8 FEET EAST OF THE CENTERLINE OF A FIELD
 GF0903'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FAIRVIEW
 GF0903'1960.
 GF0903'
 GF0903'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0903
 GF0903                          STATION RECOVERY (2002)
 GF0903
 GF0903'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0903'STATION,AZIMUTH,REF.1,2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0868 ***********************************************************************
 HC0868  DESIGNATION -  FAIRVIEW
 HC0868  PID         -  HC0868
 HC0868  STATE/COUNTY-  MO/PHELPS
 HC0868  USGS QUAD   -  DILLON (1992)
 HC0868
 HC0868                         *CURRENT SURVEY CONTROL
 HC0868  ___________________________________________________________________
 HC0868* NAD 83(1997)-  37 53 34.22453(N)    091 42 49.69371(W)     ADJUSTED  
 HC0868* NAVD 88     -       349.73   (+/-2cm)    1147.4    (feet)  VERTCON   
 HC0868  ___________________________________________________________________
 HC0868  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 HC0868  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HC0868
 HC0868  HORZ ORDER  -  SECOND
 HC0868  VERT ORDER  -  THIRD ? (See Below)
 HC0868
 HC0868.The horizontal coordinates were established by classical geodetic methods
 HC0868.and adjusted by the National Geodetic Survey in February 2000..
 HC0868
 HC0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0868.The vertical order pertains to the NGVD 29 superseded value.
 HC0868
 HC0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0868
 HC0868.The geoid height was determined by GEOID03.
 HC0868
 HC0868;                    North         East     Units Scale Factor Converg.
 HC0868;SPC MO C     -   228,830.161   569,149.836   MT  0.99999221   +0 28 58.4
 HC0868;SPC MO E     -   229,233.382   143,238.813   MT  1.00007367   -0 44 44.1
 HC0868;UTM  15      - 4,194,705.215   613,091.069   MT  0.99975752   +0 47 24.2
 HC0868
 HC0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0868!SPC MO C     -   0.99994993  x   0.99999221  =   0.99994214
 HC0868!SPC MO E     -   0.99994993  x   1.00007367  =   1.00002360
 HC0868!UTM  15      -   0.99994993  x   0.99975752  =   0.99970746
 HC0868
 HC0868:                Primary Azimuth Mark                     Grid Az
 HC0868:SPC MO C     -  FAIRVIEW AZ MK                           152 23 18.6
 HC0868:SPC MO E     -  FAIRVIEW AZ MK                           153 37 01.1
 HC0868:UTM  15      -  FAIRVIEW AZ MK                           152 04 52.8
 HC0868
 HC0868|---------------------------------------------------------------------|
 HC0868| PID    Reference Object                     Distance      Geod. Az  |
 HC0868|                                                           dddmmss.s |
 HC0868| CN6842 FAIRVIEW AZ MK                                     1525217.0 |
 HC0868| CN6843 FAIRVIEW RM 1                        30.459 METERS 25042     |
 HC0868| HC0892 ROLLA SCH OF MINES PWRHSE STK       APPROX. 8.6 KM 3214318.8 |
 HC0868| HC0894 ROLLA SCHOOL OF MINES TANK          APPROX. 8.8 KM 3231103.5 |
 HC0868| CN6844 FAIRVIEW RM 2                        25.340 METERS 34920     |
 HC0868|---------------------------------------------------------------------|
 HC0868
 HC0868                          SUPERSEDED SURVEY CONTROL
 HC0868
 HC0868  NAD 83(1986)-  37 53 34.24032(N)    091 42 49.68822(W) AD(       ) 2
 HC0868  NAD 27      -  37 53 34.08900(N)    091 42 49.13400(W) AD(       ) 2
 HC0868  NGVD 29 (07/19/86)  349.67   (m)         1147.2    (f) LEVELING    3  
 HC0868
 HC0868.Superseded values are not recommended for survey control.
 HC0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0868.See file dsdata.txt to determine how the superseded data were derived.
 HC0868
 HC0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB1309194705(NAD 83)
 HC0868_MARKER: DD = SURVEY DISK
 HC0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0868
 HC0868  HISTORY     - Date     Condition        Report By
 HC0868  HISTORY     - 1946     MONUMENTED       CGS
 HC0868  HISTORY     - 1978     GOOD             NGS
 HC0868
 HC0868                          STATION DESCRIPTION
 HC0868
 HC0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HC0868'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF ROLLA,
 HC0868'IN THE SE 1/4 OF SEC. 29, T. 37 N., R. 7 W., ON THE WEST SIDE
 HC0868'OF STATE HIGHWAY NO. 72.  IT IS 65 FEET WEST OF THE CENTERLINE
 HC0868'OF STATE HIGHWAY NO. 72 AND 26 FEET NORTH OF THE CENTERLINE
 HC0868'OF AN EAST AND WEST ROAD.  THE MARK IS FLUSH WITH THE GROUND
 HC0868'AND THE DISK IS STAMPED FAIRVIEW 1946.
 HC0868'
 HC0868'REFERENCE MARK NO. 1 IS 99.93 FEET SOUTHWEST OF THE STATION,
 HC0868'15 FEET SOUTH OF THE CENTERLINE OF AN EAST AND WEST ROAD AND
 HC0868'1 FOOT NORTH OF THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND
 HC0868'THE DISK IS STAMPED FAIRVIEW 1946 NO 1.
 HC0868'
 HC0868'REFERENCE MARK NO. 2 IS 82.82 FEET NORTH OF THE STATION AND 36
 HC0868'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 72.  THE MARK
 HC0868'PROJECTS 4 INCHES AND THE DISK IS STAMPED FAIRVIEW 1946 NO 2.
 HC0868'
 HC0868'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH-SOUTHEAST OF THE STATION,
 HC0868'42 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 72, 6 FEET
 HC0868'SOUTH OF A FENCE CORNER AND 3 FEET NORTH OF A WITNESS POST.
 HC0868'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FAIRVIEW
 HC0868'1946.
 HC0868'
 HC0868'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 63 AT THE
 HC0868'SOUTHWEST EDGE OF ROLLA, GO SOUTH ON U.S. HIGHWAY 63 FOR 0.35 MILE,
 HC0868'THEN LEFT ON STATE HIGHWAY 72 FOR 5.3 MILES TO A T ROAD RIGHT
 HC0868'AT TOP OF HILL, AND STATION ON THE RIGHT.
 HC0868'
 HC0868'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 HC0868'STATE HIGHWAY 72 FOR 0.6 MILE TO A T ROAD RIGHT AND THE AZIMUTH
 HC0868'MARK ON THE LEFT.
 HC0868'
 HC0868'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HC0868
 HC0868                          STATION RECOVERY (1978)
 HC0868
 HC0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HC0868'AZ MK OBSTRUCTED.
 HC0868'
 HC0868'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED IN
 HC0868'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND SOLID BUT LEANING TO THE
 HC0868'NORTHWEST.  THE DISK IS BATTERED BUT THE STAMPING IS STILL
 HC0868'LEDGIBLE.  THE AZIMUTH MARK IS NO LONGER GROUND VISIBLE DUE TO TREE
 HC0868'GROWTH AND THERE WAS NO SUITABLE SITE FOR ANOTHER MARK.  THE DISTANCE
 HC0868'TO REFERENCE MARK 1 WAS VERIFIED BUT THE DISTANCE TO REFERENCE MARK 2
 HC0868'WAS FOUND TO BE 0.096 METER LONGER.  THE ANGLE BETWEEN THE REFERENCE
 HC0868'MARKS DISAGREED BY 3 MINUTES, 51 SECONDS SMALLER THAN
 HC0868'PREVIOUSLY.  FOLLOWING IS A NEW DESCRIPTION.
 HC0868'
 HC0868'STATION IS 5 MILES SOUTHEAST OF ROLLA ON THE SOUTHWEST SIDE OF STATE
 HC0868'HIGHWAY 72 AT THE JUNCTION OF A GRAVELED ROAD LEADING WEST.
 HC0868'
 HC0868'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 72 IN
 HC0868'THE SOUTHWEST PART OF ROLLA, GO SOUTHEAST ON HIGHWAY 72 FOR 5.3 MILES
 HC0868'TO THE STATION ON THE RIGHT AT THE CREST OF A RIDGE.
 HC0868'
 HC0868'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY ON THE
 HC0868'HIGHWAY FOR 0.6 MILE TO A SLIDE ROAD RIGHT AND THE MARK ON THE LEFT.
 HC0868'
 HC0868'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---FAIRVIEW
 HC0868'1946---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 HC0868'FLUSH.  IT IS 65.0 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HC0868'26.5 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT
 HC0868'NORTHEAST OF A WITNESS POST IN A FENCELINE.  UNDERGROUND MARK WAS NOT
 HC0868'INSPECTED.
 HC0868'
 HC0868'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---FAIRVIEW NO 1 1946---
 HC0868'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 HC0868'INCHES.  IT IS 61.0 FEET WEST OF A TELEPHONE POLE, 15.0 FEET SOUTH OF
 HC0868'THE CENTERLINE OF THE GRAVELED ROAD, 1.0 FOOT NORTH OF A FENCE AND 1.0
 HC0868'FOOT NORTH OF A WITNESS POST.
 HC0868'
 HC0868'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---FAIRVIEW NO 2 1946---
 HC0868'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH.  IT IS
 HC0868'97.0 FEET NORTHWEST OF A FENCE CORNER, 35.5 FEET SOUTHWEST OF THE
 HC0868'CENTERLINE OF HIGHWAY 72 AND 3.5 FEET NORTHEAST OF A FENCE.
 HC0868'
 HC0868'AZIMUTH MARK IS A STANDARD DISK, STAMPED---FAIRVIEW 1946---SET IN THE
 HC0868'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 HC0868'40.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 21.5 FEET SOUTH OF A
 HC0868'TELEPHONE POLE, 1 FOOT WEST OF A WITNESS POST AND A FENCE AND DIRECTLY
 HC0868'OPPOSITE A GRAVELED ROAD LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0519 ***********************************************************************
 LE0519  DESIGNATION -  FAIRVIEW CHURCH SPIRE
 LE0519  PID         -  LE0519
 LE0519  STATE/COUNTY-  MO/MERCER
 LE0519  USGS QUAD   -  CLEOPATRA (1964)
 LE0519
 LE0519                         *CURRENT SURVEY CONTROL
 LE0519  ___________________________________________________________________
 LE0519* NAD 83(1997)-  40 33 59.54675(N)    093 26 30.95154(W)     ADJUSTED  
 LE0519* NAVD 88     -                                                        
 LE0519  ___________________________________________________________________
 LE0519  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LE0519  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LE0519
 LE0519  HORZ ORDER  -  THIRD
 LE0519
 LE0519.The horizontal coordinates were established by classical geodetic methods
 LE0519.and adjusted by the National Geodetic Survey in February 2000..
 LE0519
 LE0519
 LE0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0519
 LE0519.The geoid height was determined by GEOID03.
 LE0519
 LE0519;                    North         East     Units Scale Factor Converg.
 LE0519;SPC MO C     -   525,779.376   420,238.318   MT  1.00001161   -0 36 45.4
 LE0519;SPC IA S     -    62,915.378   504,917.559   MT  1.00000922   +0 02 17.7
 LE0519;UTM  15      - 4,490,734.614   462,590.450   MT  0.99961723   -0 17 14.7
 LE0519
 LE0519                          SUPERSEDED SURVEY CONTROL
 LE0519
 LE0519  NAD 83(1997)-  40 33 59.54678(N)    093 26 30.95159(W) AD(       ) 4
 LE0519  NAD 83(1986)-  40 33 59.54345(N)    093 26 30.95709(W) AD(       ) 4
 LE0519  NAD 27      -  40 33 59.51100(N)    093 26 30.17400(W) AD(       ) 3
 LE0519
 LE0519.Superseded values are not recommended for survey control.
 LE0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0519.See file dsdata.txt to determine how the superseded data were derived.
 LE0519
 LE0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE6259090735(NAD 83)
 LE0519_MARKER: 90 = CHURCH SPIRE
 LE0519
 LE0519  HISTORY     - Date     Condition        Report By
 LE0519  HISTORY     - 1928     FIRST OBSERVED   CGS
 LE0519  HISTORY     - 1935     GOOD             CGS
 LE0519
 LE0519                          STATION DESCRIPTION
 LE0519
 LE0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 LE0519'STATION IS ABOUT 4 MILES E AND 1 MILE S OF TOWN OF LINEVILLE, IN
 LE0519'NE 1/4, SW 1/4 SEC. 36, T. 67 N., R. 23 W., ON W SIDE OF N-S ROAD
 LE0519'THROUGH CENTER OF SECTION 36, AND 1/4 MILE S OF THE H.M. JEFFERSON
 LE0519'HOME.  CHURCH AND SPIRE ARE STILL IN ORIGINAL POSITION AND IN FAIR
 LE0519'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1061 ***********************************************************************
 HD1061  DESIGNATION -  FAIRVIEW LOOKOUT TOWER
 HD1061  PID         -  HD1061
 HD1061  STATE/COUNTY-  MO/PULASKI
 HD1061  USGS QUAD   -  BROWNFIELD (1975)
 HD1061
 HD1061                         *CURRENT SURVEY CONTROL
 HD1061  ___________________________________________________________________
 HD1061* NAD 83(1997)-  37 41 15.42662(N)    092 16 35.15200(W)     ADJUSTED  
 HD1061* NAVD 88     -                                                        
 HD1061  ___________________________________________________________________
 HD1061  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HD1061  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HD1061
 HD1061  HORZ ORDER  -  THIRD
 HD1061
 HD1061.The horizontal coordinates were established by classical geodetic methods
 HD1061.and adjusted by the National Geodetic Survey in February 2000..
 HD1061
 HD1061
 HD1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1061
 HD1061.The geoid height was determined by GEOID03.
 HD1061
 HD1061;                    North         East     Units Scale Factor Converg.
 HD1061;SPC MO C     -   205,785.736   519,718.307   MT  0.99993812   +0 08 12.1
 HD1061;UTM  15      - 4,171,402.847   563,796.375   MT  0.99965013   +0 26 32.5
 HD1061
 HD1061                          SUPERSEDED SURVEY CONTROL
 HD1061
 HD1061  NAD 83(1986)-  37 41 15.43918(N)    092 16 35.15059(W) AD(       ) 4
 HD1061  NAD 27      -  37 41 15.28900(N)    092 16 34.56000(W) AD(       ) 3
 HD1061
 HD1061.Superseded values are not recommended for survey control.
 HD1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1061.See file dsdata.txt to determine how the superseded data were derived.
 HD1061
 HD1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6379671403(NAD 83)
 HD1061_MARKER: 57 = LOOKOUT TOWER
 HD1061
 HD1061  HISTORY     - Date     Condition        Report By
 HD1061  HISTORY     - 1939     FIRST OBSERVED   CGS
 HD1061  HISTORY     - 1946     GOOD             CGS
 HD1061
 HD1061                          STATION DESCRIPTION
 HD1061
 HD1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1061'POINT OBSERVED UPON WAS THE FINIAL OF A U.S. FORESTRY SERVICE
 HD1061'LOOKOUT TOWER, A STEEL STRUCTURE 100 FEET HIGH WITH A GLASS
 HD1061'ENCLOSED OBSERVATION PLATFORM ON TOP.  LOCATED 4 MILES
 HD1061'EAST-NORTHEAST OF BROWNFIELD, IN THE GARDENER PURCHASE UNIT.
 HD1061'
 HD1061'OBSERVED UPON FROM TRIANGULATION STATIONS ROBY AND RUSS.
 HD1061
 HD1061                          STATION RECOVERY (1946)
 HD1061
 HD1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1061'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF WAYNESVILLE
 HD1061'IN THE MARK TWAIN NATIONAL FOREST IN THE APPROXIMATE CENTER
 HD1061'OF THE SOUTH HALF OF SEC. 5, T. 34 N., R. 12 W. AND 135.98
 HD1061'FEET (41.447 METERS) WEST-SOUTHWEST OF TRIANGULATION STATION
 HD1061'VIEW.
 HD1061'
 HD1061'THE TOWER IS OF STEEL CONSTRUCTION, FOUR-LEGGED AND HAS
 HD1061'A GLASSED-IN LOOKOUT CAGE ON THE TOP.  IT IS ABOUT 100 FEET
 HD1061'HIGH.
 HD1061'
 HD1061'THE POINT INTERSECTED AND MEASURED TO WAS THE CENTER OF
 HD1061'THE TOWER.
 HD1061'
 HD1061'TO REACH THE STATION FROM THE COURTHOUSE IN WAYNESVILLE,
 HD1061'GO SOUTHWEST ON U.S. HIGHWAY 66 FOR 8.0 MILES TO THE JUNCTION
 HD1061'OF PULASKI COUNTY ROUTES A AND E.  GO SOUTH ON ROUTE E FOR
 HD1061'0.5 MILE TO Y FORKS.  TAKE THE LEFT FORK AND FOLLOW ROUTE
 HD1061'E FOR 5.1 MILES TO A T-ROAD RIGHT OR WEST.  TURN RIGHT AND
 HD1061'GO WEST 0.1 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1205 ***********************************************************************
 KD1205  DESIGNATION -  FAIRVILLE
 KD1205  PID         -  KD1205
 KD1205  STATE/COUNTY-  MO/SALINE
 KD1205  USGS QUAD   -  MARSHALL NORTH (1978)
 KD1205
 KD1205                         *CURRENT SURVEY CONTROL
 KD1205  ___________________________________________________________________
 KD1205* NAD 83(1997)-  39 12 24.71972(N)    093 13 10.05724(W)     ADJUSTED  
 KD1205* NAVD 88     -       241.57   (+/-2cm)     792.6    (feet)  VERTCON   
 KD1205  ___________________________________________________________________
 KD1205  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 KD1205  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1205
 KD1205  HORZ ORDER  -  SECOND
 KD1205  VERT ORDER  -  THIRD ? (See Below)
 KD1205
 KD1205.The horizontal coordinates were established by classical geodetic methods
 KD1205.and adjusted by the National Geodetic Survey in February 2000..
 KD1205
 KD1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1205.The vertical order pertains to the NGVD 29 superseded value.
 KD1205
 KD1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1205
 KD1205.The geoid height was determined by GEOID03.
 KD1205
 KD1205;                    North         East     Units Scale Factor Converg.
 KD1205;SPC MO C     -   374,641.685   437,861.436   MT  0.99998086   -0 27 17.3
 KD1205;UTM  15      - 4,339,756.138   481,051.994   MT  0.99960442   -0 08 19.4
 KD1205
 KD1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1205!SPC MO C     -   0.99996721  x   0.99998086  =   0.99994807
 KD1205!UTM  15      -   0.99996721  x   0.99960442  =   0.99957164
 KD1205
 KD1205|---------------------------------------------------------------------|
 KD1205| PID    Reference Object                     Distance      Geod. Az  |
 KD1205|                                                           dddmmss.s |
 KD1205| CL8498 FAIRVILLE RM 1                       22.077 METERS 01846     |
 KD1205| KD1204 MARSHALL CITY WATER TANK            APPROX.10.0 KM 1670920.3 |
 KD1205| CL8497 FAIRVILLE AZ MK                                    1795727.6 |
 KD1205| CL8499 FAIRVILLE RM 2                       17.062 METERS 25803     |
 KD1205|---------------------------------------------------------------------|
 KD1205
 KD1205                          SUPERSEDED SURVEY CONTROL
 KD1205
 KD1205  NAD 83(1997)-  39 12 24.72160(N)    093 13 10.05962(W) AD(       ) 2
 KD1205  NAD 83(1986)-  39 12 24.72544(N)    093 13 10.06012(W) AD(       ) 2
 KD1205  NAD 27      -  39 12 24.64300(N)    093 13 09.32550(W) AD(       ) 2
 KD1205  NGVD 29 (07/19/86)  241.52   (m)          792.4    (f) LEVELING    3  
 KD1205
 KD1205.Superseded values are not recommended for survey control.
 KD1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1205.See file dsdata.txt to determine how the superseded data were derived.
 KD1205
 KD1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8105239756(NAD 83)
 KD1205_MARKER: DS = TRIANGULATION STATION DISK
 KD1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1205
 KD1205  HISTORY     - Date     Condition        Report By
 KD1205  HISTORY     - 1949     MONUMENTED       CGS
 KD1205  HISTORY     - 1957     GOOD             CGS
 KD1205  HISTORY     - 1963     GOOD             CGS
 KD1205
 KD1205                          STATION DESCRIPTION
 KD1205
 KD1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1205'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF MARSHALL, 1.75
 KD1205'MILES SOUTH OF FAIRVILLE AND ON THE WEST SIDE OF STATE HIGHWAY
 KD1205'41 ON LAND OWNED AND OCCUPIED BY MR. LOUIS WEBER.  IT IS 60
 KD1205'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE WEBER FARM HOME,
 KD1205'53 FEET WEST OF STATE HIGHWAY 41, 21.5 FEET WEST OF NORTH-SOUTH
 KD1205'FENCE LINE AND 13.5 FEET NORTH OF EAST-WEST FENCE LINE.  IT IS
 KD1205'STAMPED FAIRVILLE 1949 AND SET FLUSH WITH THE SURFACE OF THE
 KD1205'GROUND.
 KD1205'
 KD1205'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 40 FEET
 KD1205'WEST OF THE CENTER OF STATE HIGHWAY 41, 2 FEET SOUTH-SOUTHEAST
 KD1205'OF TELEPHONE POLE AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT
 KD1205'IS STAMPED FAIRVILLE NO 1 1949 AND SET FLUSH WITH THE SURFACE
 KD1205'OF THE GROUND.
 KD1205'
 KD1205'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 30 FEET
 KD1205'NORTH OF THE NORTHEAST CORNER OF THE WEBER FARM HOUSE AND 1 FOOT
 KD1205'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED FAIRVILLE NO 2
 KD1205'1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KD1205'
 KD1205'THE AZIMUTH MARK IS SOUTH OF THE STATION, 40 FEET EAST OF THE
 KD1205'CENTER OF STATE HIGHWAY 41, 3 FEET SOUTH OF THE SOUTH END OF
 KD1205'GATE INTO FIELD, 1 FOOT WEST OF NORTH-SOUTH FENCE LINE AND 1
 KD1205'FOOT NORTHWEST OF WITNESS POST.  IT IS STAMPED FAIRVILLE 1949
 KD1205'AND PROJECTS 6 INCHES.
 KD1205'
 KD1205'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 KD1205'STATE HIGHWAYS 41 AND 240 IN THE NORTHWEST EDGE OF MARSHALL,
 KD1205'GO NORTH ON STATE HIGHWAY 41 FOR 4.8 MILES TO THE AZIMUTH MARK
 KD1205'ON THE RIGHT AS DESCRIBED, CONTINUE NORTH ON STATE HIGHWAY 41
 KD1205'FOR 0.7 MILE TO DRIVEWAY TO THE WEBER FARM HOUSE ON THE LEFT
 KD1205'AND STATION JUST NORTHEAST OF HOUSE IN SOUTHEAST CORNER OF
 KD1205'CHICKEN YARD AS DESCRIBED.
 KD1205'
 KD1205'AN 87 FOOT SIGNAL AT STATION SHACKLE 1928 IS VISIBLE AT 37 FEET.
 KD1205'
 KD1205'A 74 FOOT SIGNAL AT STATION GILHAM (MO. RC) IS VISIBLE AT 50
 KD1205'FEET.
 KD1205'
 KD1205'A 100 FOOT SIGNAL AT STATION UTZ 1928 IS VISIBLE AT 37 FEET.
 KD1205'
 KD1205'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1205
 KD1205                          STATION RECOVERY (1957)
 KD1205
 KD1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD1205'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 KD1205'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 KD1205'1949 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KD1205
 KD1205                          STATION RECOVERY (1963)
 KD1205
 KD1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KD1205'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1205'IN GOOD CONDITION.  THERE ARE SOME ADDITIONAL REFERENCE
 KD1205'MEASUREMENTS FOR THE AZIMUTH MARK, SO A SHORT DESCRIPTION FOR
 KD1205'THE AZIMUTH MARK FOLLOWS.
 KD1205'
 KD1205'AZIMUTH MARK IS 0.7 MILE SOUTH OF THE STATION, 54 FEET
 KD1205'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF ROBERT PERRYMANS HOUSE,
 KD1205'40 FEET EAST OF THE CENTER OF STATE HIGHWAY 41, 15 FEET SOUTH OF
 KD1205'A FENCE CORNER AND NORTH GATE POST, 3 FEET SOUTH OF THE SOUTH
 KD1205'GATE POST OF SAME GATE, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 KD1205'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KD1205'FAIRVILLE 1949.  NOTE 16A.
 KD1205'
 KD1205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 122
 KD1205'AND 41 IN THE VILLAGE OF FAIRVILLE, GO SOUTH ON STATE HIGHWAY 41
 KD1205'FOR 1.75 MILES TO THE BRICK HOUSE OF MR. LOUIS WEBER ON THE
 KD1205'RIGHT AND THE STATION AS DESCRIBED.
 KD1205'
 KD1205'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 KD1205'HIGHWAY 41 FOR 0.7 MILE TO PERRYMANS HOUSE ON THE LEFT AND THE
 KD1205'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1069 ***********************************************************************
 HD1069  DESIGNATION -  FALCON
 HD1069  PID         -  HD1069
 HD1069  STATE/COUNTY-  MO/LACLEDE
 HD1069  USGS QUAD   -  DREW (1976)
 HD1069
 HD1069                         *CURRENT SURVEY CONTROL
 HD1069  ___________________________________________________________________
 HD1069* NAD 83(1997)-  37 36 35.69873(N)    092 23 45.71694(W)     ADJUSTED  
 HD1069* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 HD1069  ___________________________________________________________________
 HD1069  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 HD1069  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HD1069
 HD1069  HORZ ORDER  -  SECOND
 HD1069
 HD1069.The horizontal coordinates were established by classical geodetic methods
 HD1069.and adjusted by the National Geodetic Survey in February 2000..
 HD1069
 HD1069.The orthometric height was scaled from a topographic map.
 HD1069
 HD1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1069
 HD1069.The geoid height was determined by GEOID03.
 HD1069
 HD1069;                    North         East     Units Scale Factor Converg.
 HD1069;SPC MO C     -   197,143.721   509,179.270   MT  0.99993437   +0 03 48.4
 HD1069;UTM  15      - 4,162,707.329   553,306.637   MT  0.99963500   +0 22 07.0
 HD1069
 HD1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1069!SPC MO C     -   0.99994463  x   0.99993437  =   0.99987901
 HD1069!UTM  15      -   0.99994463  x   0.99963500  =   0.99957965
 HD1069
 HD1069|---------------------------------------------------------------------|
 HD1069| PID    Reference Object                     Distance      Geod. Az  |
 HD1069|                                                           dddmmss.s |
 HD1069| CN6846 FALCON RM 1                          32.263 METERS 20642     |
 HD1069| CN6847 FALCON RM 2                          30.328 METERS 28126     |
 HD1069| CN6845 FALCON AZ MK                                       3544809.8 |
 HD1069|---------------------------------------------------------------------|
 HD1069
 HD1069                          SUPERSEDED SURVEY CONTROL
 HD1069
 HD1069  NAD 83(1986)-  37 36 35.71138(N)    092 23 45.71604(W) AD(       ) 2
 HD1069  NAD 27      -  37 36 35.55500(N)    092 23 45.11400(W) AD(       ) 2
 HD1069
 HD1069.Superseded values are not recommended for survey control.
 HD1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1069.See file dsdata.txt to determine how the superseded data were derived.
 HD1069
 HD1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB5330762707(NAD 83)
 HD1069_MARKER: DS = TRIANGULATION STATION DISK
 HD1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1069+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 HD1069
 HD1069  HISTORY     - Date     Condition        Report By
 HD1069  HISTORY     - 1946     MONUMENTED       CGS
 HD1069  HISTORY     - 20060227 GOOD             MODNR
 HD1069
 HD1069                          STATION DESCRIPTION
 HD1069
 HD1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1069'THE STATION IS ABOUT 1.0 MILE WEST OF THE VILLAGE OF FALCON,
 HD1069'300 YARDS SOUTH OF STATE HIGHWAY NO. 2 NEAR THE WEST EDGE
 HD1069'OF THE S.W. 1/4 OF SEC. 32, T. 34 N., R. 13 W., IN THE SOUTHEAST
 HD1069'CORNER OF TRIANGLE FORMED BY THE ROADS, 101 FEET EAST OF THE
 HD1069'NORTH AND SOUTH FENCELINE AND 6 FEET NORTH OF A WITNESS POST.
 HD1069'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FALCON 1946.
 HD1069'
 HD1069'REFERENCE MARK NO. 1 IS 105.85 FEET SOUTHWEST OF THE STATION AND
 HD1069'52 FEET EAST OF THE NORTH AND SOUTH FENCE LINE.  THE MARK PROJECTS
 HD1069'4 INCHES AND THE DISK IS STAMPED FALCON 1946 NO 1.
 HD1069'
 HD1069'REFERENCE MARK NO. 2 IS 99.50 FEET WEST OF THE STATION AND 2 FEET
 HD1069'EAST OF THE NORTH AND SOUTH FENCELINE.  THE MARK PROJECTS 4 INCHES
 HD1069'AND THE DISK IS STAMPED FALCON 1946 NO 2.
 HD1069'
 HD1069'AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION, IN NORTHERN CORNER
 HD1069'OF THE TRIANGLE FORMED BY THE ROADS, 34 FEET SOUTH OF THE
 HD1069'CENTERLINE OF STATE HIGHWAY NO. 32, 30 FEET EAST OF THE CENTERLINE
 HD1069'OF T ROAD, 3 FEET NORTHEAST OF A WITNESS POST AND 2 FEET
 HD1069'SOUTHWEST OF A CORNER POST.  THE MARK PROJECTS 5 INCHES AND THE
 HD1069'DISK IS STAMPED FALCON 1946.
 HD1069'
 HD1069'TO REACH FROM THE POST OFFICE IN FALCON, GO WEST ON STATE HIGHWAY
 HD1069'NO. 32 FOR 0.9 MILE TO FORK OF ROAD, TAKE LEFT FORK FOR 0.2 MILE
 HD1069'TO T ROAD AND STATION ABOUT 200 FEET TO THE RIGHT.  TO REACH
 HD1069'AZIMUTH MARK GO NORTH 0.25 MILE TO JUNCTION WITH STATE HIGHWAY
 HD1069'NO. 32 AND MARK ON THE RIGHT.
 HD1069'
 HD1069'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1069
 HD1069                          STATION RECOVERY (2006)
 HD1069
 HD1069'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 HD1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1275 ***********************************************************************
 LF1275  DESIGNATION -  FANNON
 LF1275  PID         -  LF1275
 LF1275  STATE/COUNTY-  MO/NODAWAY
 LF1275  USGS QUAD   -  BARNARD (1984)
 LF1275
 LF1275                         *CURRENT SURVEY CONTROL
 LF1275  ___________________________________________________________________
 LF1275* NAD 83(1997)-  40 13 16.16291(N)    094 47 48.07194(W)     ADJUSTED  
 LF1275* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 LF1275  ___________________________________________________________________
 LF1275  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LF1275  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 LF1275
 LF1275  HORZ ORDER  -  FIRST
 LF1275
 LF1275.The horizontal coordinates were established by classical geodetic methods
 LF1275.and adjusted by the National Geodetic Survey in February 2000..
 LF1275
 LF1275.The orthometric height was scaled from a topographic map.
 LF1275
 LF1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1275
 LF1275.The geoid height was determined by GEOID03.
 LF1275
 LF1275;                    North         East     Units Scale Factor Converg.
 LF1275;SPC MO W     -   450,065.166   824,748.172   MT  0.99994902   -0 11 29.7
 LF1275;UTM  15      - 4,453,851.933   347,127.067   MT  0.99988769   -1 09 37.5
 LF1275
 LF1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1275!SPC MO W     -   0.99995159  x   0.99994902  =   0.99990061
 LF1275!UTM  15      -   0.99995159  x   0.99988769  =   0.99983929
 LF1275
 LF1275:                Primary Azimuth Mark                     Grid Az
 LF1275:SPC MO W     -  FANNON AZ MK                             185 19 44.8
 LF1275:UTM  15      -  FANNON AZ MK                             186 17 52.6
 LF1275
 LF1275|---------------------------------------------------------------------|
 LF1275| PID    Reference Object                     Distance      Geod. Az  |
 LF1275|                                                           dddmmss.s |
 LF1275| CL6512 FANNON AZ MK                                       1850815.1 |
 LF1275| CL6513 FANNON RM 1                          40.624 METERS 24148     |
 LF1275| CL6514 FANNON RM 2                          44.739 METERS 30920     |
 LF1275|---------------------------------------------------------------------|
 LF1275
 LF1275                          SUPERSEDED SURVEY CONTROL
 LF1275
 LF1275  NAD 83(1997)-  40 13 16.16267(N)    094 47 48.07207(W) AD(       ) 1
 LF1275  NAD 83(1997)-  40 13 16.16153(N)    094 47 48.07486(W) AD(       ) 1
 LF1275  NAD 83(1986)-  40 13 16.16215(N)    094 47 48.07148(W) AD(       ) 1
 LF1275  NAD 27      -  40 13 16.19400(N)    094 47 47.18400(W) AD(       ) 1
 LF1275
 LF1275.Superseded values are not recommended for survey control.
 LF1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1275.See file dsdata.txt to determine how the superseded data were derived.
 LF1275
 LF1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE4712753852(NAD 83)
 LF1275_MARKER: DS = TRIANGULATION STATION DISK
 LF1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1275
 LF1275  HISTORY     - Date     Condition        Report By
 LF1275  HISTORY     - 1934     MONUMENTED       CGS
 LF1275
 LF1275                          STATION DESCRIPTION
 LF1275
 LF1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1275'THE STATION IS ABOUT 3 MILES NW OF THE TOWN OF BARNARD, AND 6
 LF1275'MILES SW OF CONCEPTION, IN THE NW 1/4 OF SECTION 36, T 63 N,
 LF1275'R 35 W, ON PROPERTY OWNED BY THE JENSON BROTHERS AND OCCUPIED BY
 LF1275'MR. FANNON.  THE STATION MARK IS IN PASTURE LOT ACROSS THE ROAD
 LF1275'FROM MR. FANNONS HOUSE, ABOUT 300 FEET SE OF THIS HOUSE, 116.5
 LF1275'FEET E OF FENCE CORNER, 5 FEET N OF 1/4 LINE FENCE, 138 FEET E
 LF1275'OF CENTER LINE OF N AND S ROAD, WHICH IS DIRT.  THE MARK IS
 LF1275'FLUSH WITH THE GROUND.
 LF1275'
 LF1275'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LF1275'BRONZE DISKS SET IN CONCRETE.
 LF1275'
 LF1275'REFERENCE MARK NO. 1 IS SW OF THE STATION, 25 FEET E OF
 LF1275'CENTER LINE OF N AND S ROAD, 3 FEET E OF E RIGHT-OF-WAY FENCE
 LF1275'LINE, 58 FEET S OF FENCE CORNER.  THE MARK IS FLUSH WITH THE
 LF1275'GROUND.
 LF1275'
 LF1275'REFERENCE MARK NO. 2 IS NW OF THE STATION, ABOUT 150 FEET
 LF1275'SE OF MR. FANNONS HOUSE, 98 FEET N OF FENCE CORNER, 23 FEET E
 LF1275'OF CENTER LINE OF DIRT ROAD, 1 FOOT E OF E RIGHT-OF-WAY FENCE
 LF1275'LINE.  THE MARK IS FLUSH WITH THE GROUND.
 LF1275'
 LF1275'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LF1275'NO. 2 IS 156.11 FEET.
 LF1275'
 LF1275'THE AZIMUTH MARK IS S OF THE STATION, ON RIGHT-OF-WAY OF
 LF1275'N AND S DIRT ROAD, WHICH PASSES INFRONT OF MR. FANNONS HOUSE,
 LF1275'AT CREST OF SLIGHT GRADE, 0.15 MILE N OF FIRST T-INTERSECTION
 LF1275'S OF MR. FANNONS HOUSE, 21 FEET E OF CENTER LINE OF ROAD, 1 FOOT
 LF1275'W OF FENCE LINE.  THE MARK PROJECTS 4 INCHES.
 LF1275'
 LF1275'TO REACH THE STATION FROM MARYVILLE, GO S ON U.S. HIGHWAY
 LF1275'71 FROM THE SW CORNER OF PUBLIC SQUARE, AT JUNCTION WITH
 LF1275'HIGHWAY 4, FOR 6.2 MILES TO DIRT ROAD LEADING E, THENCE E 2.9
 LF1275'MILES TO T-INTERSECTION, THENCE S 1 MILE TO T-INTERSECTION,
 LF1275'THENCE E 1 MILE TO T-INTERSECTION, TURN S AND GO 1.45 MILES TO
 LF1275'BOARD GATE INTO PASTURE, ACROSS ROAD FROM MR. FANNONS HOUSE.
 LF1275'FROM GATE GO SSE 0.5 MILE THROUGH PASTURE TO 1/4 LINE FENCE AND
 LF1275'STATION.
 LF1275'
 LF1275'ALL LIGHTS COME INTO VIEW AT 66 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0936 ***********************************************************************
 HC0936  DESIGNATION -  FARMINGTON
 HC0936  PID         -  HC0936
 HC0936  STATE/COUNTY-  MO/ST FRANCOIS
 HC0936  USGS QUAD   -  FARMINGTON (1982)
 HC0936
 HC0936                         *CURRENT SURVEY CONTROL
 HC0936  ___________________________________________________________________
 HC0936* NAD 83(1997)-  37 46 33.57190(N)    090 24 21.71545(W)     ADJUSTED  
 HC0936* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 HC0936  ___________________________________________________________________
 HC0936  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HC0936  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 HC0936
 HC0936  HORZ ORDER  -  THIRD
 HC0936
 HC0936.This mark is at Farmington Regional Airport (FAM)
 HC0936
 HC0936.The horizontal coordinates were established by classical geodetic methods
 HC0936.and adjusted by the National Geodetic Survey in February 2000..
 HC0936
 HC0936.The orthometric height was scaled from a topographic map.
 HC0936
 HC0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0936
 HC0936.The geoid height was determined by GEOID03.
 HC0936
 HC0936;                    North         East     Units Scale Factor Converg.
 HC0936;SPC MO E     -   215,574.441   258,277.926   MT  0.99993418   +0 03 27.2
 HC0936;UTM  15      - 4,184,130.486   728,454.123   MT  1.00024288   +1 35 22.9
 HC0936
 HC0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0936!SPC MO E     -   0.99996177  x   0.99993418  =   0.99989595
 HC0936!UTM  15      -   0.99996177  x   1.00024288  =   1.00020464
 HC0936
 HC0936|---------------------------------------------------------------------|
 HC0936| PID    Reference Object                     Distance      Geod. Az  |
 HC0936|                                                           dddmmss.s |
 HC0936| HC0940 AIRPORT BCN FARMINGTON MUN APT       46.751 METERS 01149     |
 HC0936| HC0937 FARMINGTON RM 1                      24.414 METERS 02023     |
 HC0936| CI4424 FARMINGTON AZ MK                                   1153609.3 |
 HC0936| HC0939 FARMINGTON MUNICIPAL TANK           APPROX. 2.0 KM 2723233.3 |
 HC0936| CI4425 FARMINGTON RM 2                      36.421 METERS 33157     |
 HC0936| HC0935 FARMINGTON RADIO STA KREI MAST      APPROX. 1.8 KM 3485148.4 |
 HC0936|---------------------------------------------------------------------|
 HC0936
 HC0936                          SUPERSEDED SURVEY CONTROL
 HC0936
 HC0936  NAD 83(1997)-  37 46 33.57723(N)    090 24 21.71232(W) AD(       ) 3
 HC0936  NAD 83(1986)-  37 46 33.58429(N)    090 24 21.71255(W) AD(       ) 3
 HC0936  NAD 27      -  37 46 33.39400(N)    090 24 21.26400(W) AD(       ) 3
 HC0936
 HC0936.Superseded values are not recommended for survey control.
 HC0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0936.See file dsdata.txt to determine how the superseded data were derived.
 HC0936
 HC0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2845484130(NAD 83)
 HC0936_MARKER: DS = TRIANGULATION STATION DISK
 HC0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0936
 HC0936  HISTORY     - Date     Condition        Report By
 HC0936  HISTORY     - 1956     MONUMENTED       CGS
 HC0936  HISTORY     - 1959     GOOD             LOCENG
 HC0936  HISTORY     - 20031008 MARK NOT FOUND   MODNR
 HC0936
 HC0936                          STATION DESCRIPTION
 HC0936
 HC0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0936'THE STATION IS LOCATED AIRLINE, ABOUT 1 MILE EAST OF FARMINGTON
 HC0936'AND 0.15 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 67 AND
 HC0936'STATE HIGHWAY 32 NEAR THE SOUTH END OF THE MAIN OFFICE
 HC0936'BUILDING OF THE FARMINGTON AIRPORT.
 HC0936'
 HC0936'THE STATION IS A STANDARD DISK STAMPED FARMINGTON 1956 SET
 HC0936'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 HC0936'4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 83.2 FEET
 HC0936'SOUTH OF THE SOUTH SIDE OF THE MAIN OFFICE BUILDING.
 HC0936'
 HC0936'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED
 HC0936'FARMINGTON NO 1 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 HC0936'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 HC0936'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS DIRECTLY
 HC0936'UNDER AND IN THE CENTER OF THE UHF RADIO TOWER.
 HC0936'
 HC0936'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 HC0936'FARMINGTON NO 2 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 HC0936'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 HC0936'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 64
 HC0936'FEET WEST OF THE SOUTHWEST CORNER OF THE MAIN OFFICE BUILDING
 HC0936'AND 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF THE PARKING
 HC0936'AREA.
 HC0936'
 HC0936'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FARMINGTON 1956
 HC0936'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HC0936'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 28 FEET
 HC0936'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 4 FEET SOUTH
 HC0936'OF A WHITE WITNESS POST.
 HC0936'
 HC0936'THE FARMINGTON AIRPORT BEACON IS A REVOLVING LIGHT SET ON
 HC0936'TOP OF A STEEL TOWER WHICH HAS A 12 FOOT BASE, 50 FEET HIGH
 HC0936'AND IS PAINTED ALTERNATELY ORANGE AND WHITE.  THE POINT
 HC0936'OF INTERSECTION WAS THE CENTER OF THE REVOLVING LIGHT.
 HC0936'
 HC0936'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 HC0936'67 AND STATE HIGHWAY 32 WHICH IS ABOUT 1 MILE EAST OF
 HC0936'FARMINGTON, GO SOUTHEAST ON U.S. HIGHWAY 67 FOR 0.25 MILE
 HC0936'TO A WHITE WITNESS POST ON THE RIGHT, SOUTHWEST SIDE AND
 HC0936'THE AZIMUTH MARK.
 HC0936
 HC0936                          STATION RECOVERY (1959)
 HC0936
 HC0936'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (CDC)
 HC0936'LETTER OF MR. CHARLES D. CRAIG, LAND SURVEYOR, 103 CHURCH
 HC0936'ST., BENNE TERRE, MISSOURI DATED AUGUST 17, 1959-
 HC0936'
 HC0936'THE AZIMUTH MARK HAS BEEN SO BADLY DAMAGED THAT IT CAN NO LONGER
 HC0936'BE USED.
 HC0936
 HC0936                          STATION RECOVERY (2003)
 HC0936
 HC0936'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (RWR)
 HC0936'THE POSITION FOR THE STATION TODAY IS LOCATED IN A FARMINGTON PARK. IT
 HC0936'IS SITUATED NEAR THE THIRD BASE FOUL LINE OF A BASEBALL FIELD. I COULD
 HC0936'NOT FIND THE STATION OR REFERENCE MARKS NUMBER ONE OR TWO. THE AZIMUTH
 HC0936'MARK WAS REPORTED IN THE YEAR OF 1959 TO BE BADLY DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0939 ***********************************************************************
 HC0939  DESIGNATION -  FARMINGTON MUNICIPAL TANK
 HC0939  PID         -  HC0939
 HC0939  STATE/COUNTY-  MO/ST FRANCOIS
 HC0939  USGS QUAD   -  FARMINGTON (1982)
 HC0939
 HC0939                         *CURRENT SURVEY CONTROL
 HC0939  ___________________________________________________________________
 HC0939* NAD 83(1997)-  37 46 36.38585(N)    090 25 41.76682(W)     ADJUSTED  
 HC0939* NAVD 88     -                                                        
 HC0939  ___________________________________________________________________
 HC0939  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 HC0939  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 HC0939
 HC0939  HORZ ORDER  -  THIRD
 HC0939
 HC0939.The horizontal coordinates were established by classical geodetic methods
 HC0939.and adjusted by the National Geodetic Survey in February 2000..
 HC0939
 HC0939
 HC0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0939
 HC0939.The geoid height was determined by GEOID03.
 HC0939
 HC0939;                    North         East     Units Scale Factor Converg.
 HC0939;SPC MO E     -   215,659.458   256,318.978   MT  0.99993382   +0 02 38.2
 HC0939;UTM  15      - 4,184,163.105   726,493.007   MT  1.00023189   +1 34 33.9
 HC0939
 HC0939                          SUPERSEDED SURVEY CONTROL
 HC0939
 HC0939  NAD 83(1997)-  37 46 36.39140(N)    090 25 41.76407(W) AD(       ) 4
 HC0939  NAD 83(1986)-  37 46 36.39848(N)    090 25 41.76405(W) AD(       ) 4
 HC0939  NAD 27      -  37 46 36.21000(N)    090 25 41.32500(W) AD(       ) 3
 HC0939
 HC0939.Superseded values are not recommended for survey control.
 HC0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0939.See file dsdata.txt to determine how the superseded data were derived.
 HC0939
 HC0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2649384163(NAD 83)
 HC0939_MARKER: 53 = ELEVATED TANK
 HC0939
 HC0939  HISTORY     - Date     Condition        Report By
 HC0939  HISTORY     - 1938     FIRST OBSERVED   CGS
 HC0939  HISTORY     - 1956     GOOD             CGS
 HC0939  HISTORY     - 1968     GOOD             LOCENG
 HC0939
 HC0939                          STATION DESCRIPTION
 HC0939
 HC0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0939'OBSERVED FINIAL MUNICIPAL WATER TANK, STEEL, SILVER-PAINTED,
 HC0939'ABOUT 100 FEET HIGH, LOCATED NORTH SIDE CENTER OF TOWN.
 HC0939'
 HC0939'OBSERVED FROM TRIANGULATION STATIONS KNOBLICK AND BUZZARD.
 HC0939
 HC0939                          STATION RECOVERY (1956)
 HC0939
 HC0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0939'THE STATION IS LOCATED IN THE SOUTHWEST PART OF FARMINGTON.
 HC0939'THE TANK IS A LARGE STEEL TANK, PAINTED SILVER, MOUNTED ON TOP
 HC0939'OF A FOUR LEGGED STEEL STRUCTURE AND IS ABOUT 110 FEET HIGH.
 HC0939'THE CENTER OF THE TOP OF TANK WAS INTERSECTED.
 HC0939
 HC0939                          STATION RECOVERY (1968)
 HC0939
 HC0939'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (WLS)
 HC0939'FARMINGTON MUN. WATER TANK RECOVERED IN GOOD CONDITION.
 HC0939'
 HC0939'THE 1956 DES. IS IN ERROR WITH ITS FOUR LEGGED STRUCTURE.  THE TANK
 HC0939'HAS 6 LEGS AND IS THE ONLY MUN. TOWER IN THE S.W. PART OF
 HC0939'FARMINGTON.  I WAS TOLD BY AN ADJOINING PROP. OWNER THAT THE TANK
 HC0939'HAS BEEN AS LOCATED SINCE 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0935 ***********************************************************************
 HC0935  DESIGNATION -  FARMINGTON RADIO STA KREI MAST
 HC0935  PID         -  HC0935
 HC0935  STATE/COUNTY-  MO/ST FRANCOIS
 HC0935  USGS QUAD   -  FARMINGTON (1982)
 HC0935
 HC0935                         *CURRENT SURVEY CONTROL
 HC0935  ___________________________________________________________________
 HC0935* NAD 83(1997)-  37 47 32.23024(N)    090 24 36.26654(W)     ADJUSTED  
 HC0935* NAVD 88     -                                                        
 HC0935  ___________________________________________________________________
 HC0935  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 HC0935  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HC0935
 HC0935  HORZ ORDER  -  THIRD
 HC0935
 HC0935.The horizontal coordinates were established by classical geodetic methods
 HC0935.and adjusted by the National Geodetic Survey in February 2000..
 HC0935
 HC0935
 HC0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0935
 HC0935.The geoid height was determined by GEOID03.
 HC0935
 HC0935;                    North         East     Units Scale Factor Converg.
 HC0935;SPC MO E     -   217,382.480   257,920.117   MT  0.99993411   +0 03 18.4
 HC0935;UTM  15      - 4,185,928.862   728,047.966   MT  1.00024060   +1 35 16.1
 HC0935
 HC0935                          SUPERSEDED SURVEY CONTROL
 HC0935
 HC0935  NAD 83(1997)-  37 47 32.23449(N)    090 24 36.26309(W) AD(       ) 4
 HC0935  NAD 83(1986)-  37 47 32.24274(N)    090 24 36.26350(W) AD(       ) 4
 HC0935  NAD 27      -  37 47 32.05100(N)    090 24 35.81300(W) AD(       ) 3
 HC0935
 HC0935.Superseded values are not recommended for survey control.
 HC0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0935.See file dsdata.txt to determine how the superseded data were derived.
 HC0935
 HC0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2804885929(NAD 83)
 HC0935_MARKER: 42 = RADIO/TV MAST
 HC0935
 HC0935  HISTORY     - Date     Condition        Report By
 HC0935  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC0935
 HC0935                          STATION DESCRIPTION
 HC0935
 HC0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0935'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF THE CENTER OF
 HC0935'FARMINGTON AND ABOUT 1/4 MILE NORTHEAST OF U.S. HIGHWAY 67.
 HC0935'
 HC0935'THE MAST IS OF STEEL CONSTRUCTION, ALTERNATELY PAINTED ORANGE
 HC0935'AND WHITE AND IS 230 FEET HIGH.  THE TOP OF THE MAST WAS
 HC0935'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0937 ***********************************************************************
 HC0937  DESIGNATION -  FARMINGTON RM 1
 HC0937  PID         -  HC0937
 HC0937  STATE/COUNTY-  MO/ST FRANCOIS
 HC0937  USGS QUAD   -  FARMINGTON (1982)
 HC0937
 HC0937                         *CURRENT SURVEY CONTROL
 HC0937  ___________________________________________________________________
 HC0937* NAD 83(1997)-  37 46 34.31420(N)    090 24 21.36804(W)     ADJUSTED  
 HC0937* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 HC0937  ___________________________________________________________________
 HC0937  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HC0937  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 HC0937
 HC0937  HORZ ORDER  -  THIRD
 HC0937
 HC0937.The horizontal coordinates were established by classical geodetic methods
 HC0937.and adjusted by the National Geodetic Survey in February 2000..
 HC0937.No horizontal observational check was made to the station.
 HC0937
 HC0937.The orthometric height was scaled from a topographic map.
 HC0937
 HC0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0937
 HC0937.The geoid height was determined by GEOID03.
 HC0937
 HC0937;                    North         East     Units Scale Factor Converg.
 HC0937;SPC MO E     -   215,597.334   258,286.404   MT  0.99993418   +0 03 27.4
 HC0937;UTM  15      - 4,184,153.605   728,461.988   MT  1.00024293   +1 35 23.1
 HC0937
 HC0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0937!SPC MO E     -   0.99996177  x   0.99993418  =   0.99989595
 HC0937!UTM  15      -   0.99996177  x   1.00024293  =   1.00020469
 HC0937
 HC0937                          SUPERSEDED SURVEY CONTROL
 HC0937
 HC0937  NAD 83(1997)-  37 46 34.31953(N)    090 24 21.36491(W) AD(       ) 3
 HC0937  NAD 83(1986)-  37 46 34.32658(N)    090 24 21.36514(W) AD(       ) 3
 HC0937  NAD 27      -  37 46 34.13600(N)    090 24 20.91700(W) AD(       ) 3
 HC0937
 HC0937.Superseded values are not recommended for survey control.
 HC0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0937.See file dsdata.txt to determine how the superseded data were derived.
 HC0937
 HC0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2846284154(NAD 83)
 HC0937_MARKER: 45 = MICROWAVE TOWER
 HC0937
 HC0937  HISTORY     - Date     Condition        Report By
 HC0937  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC0937
 HC0937                          STATION DESCRIPTION
 HC0937
 HC0937'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0938 ***********************************************************************
 HC0938  DESIGNATION -  FARMINGTON ST MENTAL HOSP TANK
 HC0938  PID         -  HC0938
 HC0938  STATE/COUNTY-  MO/ST FRANCOIS
 HC0938  USGS QUAD   -  FARMINGTON (1982)
 HC0938
 HC0938                         *CURRENT SURVEY CONTROL
 HC0938  ___________________________________________________________________
 HC0938* NAD 83(1997)-  37 46 10.34828(N)    090 26 01.31160(W)     ADJUSTED  
 HC0938* NAVD 88     -                                                        
 HC0938  ___________________________________________________________________
 HC0938  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 HC0938  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 HC0938
 HC0938  HORZ ORDER  -  THIRD
 HC0938
 HC0938.The horizontal coordinates were established by classical geodetic methods
 HC0938.and adjusted by the National Geodetic Survey in February 2000..
 HC0938
 HC0938
 HC0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0938
 HC0938.The geoid height was determined by GEOID03.
 HC0938
 HC0938;                    North         East     Units Scale Factor Converg.
 HC0938;SPC MO E     -   214,856.390   255,841.285   MT  0.99993375   +0 02 26.2
 HC0938;UTM  15      - 4,183,347.310   726,036.820   MT  1.00022935   +1 34 21.0
 HC0938
 HC0938                          SUPERSEDED SURVEY CONTROL
 HC0938
 HC0938  NAD 83(1997)-  37 46 10.35399(N)    090 26 01.30713(W) AD(       ) 4
 HC0938  NAD 83(1986)-  37 46 10.36103(N)    090 26 01.30878(W) AD(       ) 4
 HC0938  NAD 27      -  37 46 10.16900(N)    090 26 00.85300(W) AD(       ) 3
 HC0938
 HC0938.Superseded values are not recommended for survey control.
 HC0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0938.See file dsdata.txt to determine how the superseded data were derived.
 HC0938
 HC0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2603783347(NAD 83)
 HC0938_MARKER: 53 = ELEVATED TANK
 HC0938
 HC0938  HISTORY     - Date     Condition        Report By
 HC0938  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC0938  HISTORY     - 1968     GOOD             LOCENG
 HC0938
 HC0938                          STATION DESCRIPTION
 HC0938
 HC0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0938'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE CENTER OF
 HC0938'FARMINGTON AT THE STATE MENTAL HOSPITAL.
 HC0938'
 HC0938'THE TANK IS OF STEEL CONSTRUCTION, PAINTED SILVER, MOUNTED ON
 HC0938'TOP OF A FOUR LEGGED STEEL STRUCTURE.  IT IS ABOUT 85 FEET HIGH.
 HC0938'THE APEX OF THE TANK ROOF WAS INTERSECTED.
 HC0938
 HC0938                          STATION RECOVERY (1968)
 HC0938
 HC0938'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (WLS)
 HC0938'FARMINGTON STATE MENTAL HOSPITAL WATER TANK RECOVERED GOOD.
 HC0938'
 HC0938'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0942 ***********************************************************************
 HC0942  DESIGNATION -  FARMINGTON ST MENTAL HOSP STK
 HC0942  PID         -  HC0942
 HC0942  STATE/COUNTY-  MO/ST FRANCOIS
 HC0942  USGS QUAD   -  FARMINGTON (1982)
 HC0942
 HC0942                         *CURRENT SURVEY CONTROL
 HC0942  ___________________________________________________________________
 HC0942* NAD 83(1997)-  37 45 59.49312(N)    090 26 27.40121(W)     ADJUSTED  
 HC0942* NAVD 88     -                                                        
 HC0942  ___________________________________________________________________
 HC0942  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HC0942  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HC0942
 HC0942  HORZ ORDER  -  THIRD
 HC0942
 HC0942.The horizontal coordinates were established by classical geodetic methods
 HC0942.and adjusted by the National Geodetic Survey in February 2000..
 HC0942
 HC0942
 HC0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0942
 HC0942.The geoid height was determined by GEOID03.
 HC0942
 HC0942;                    North         East     Units Scale Factor Converg.
 HC0942;SPC MO E     -   214,521.307   255,203.020   MT  0.99993367   +0 02 10.2
 HC0942;UTM  15      - 4,182,995.182   725,407.556   MT  1.00022585   +1 34 04.6
 HC0942
 HC0942                          SUPERSEDED SURVEY CONTROL
 HC0942
 HC0942  NAD 83(1997)-  37 45 59.49869(N)    090 26 27.39647(W) AD(       ) 4
 HC0942  NAD 83(1986)-  37 45 59.50591(N)    090 26 27.39830(W) AD(       ) 4
 HC0942  NAD 27      -  37 45 59.31700(N)    090 26 26.93400(W) AD(       ) 3
 HC0942
 HC0942.Superseded values are not recommended for survey control.
 HC0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0942.See file dsdata.txt to determine how the superseded data were derived.
 HC0942
 HC0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2540882995(NAD 83)
 HC0942_MARKER: 63 = STACK
 HC0942
 HC0942  HISTORY     - Date     Condition        Report By
 HC0942  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC0942  HISTORY     - 1968     GOOD             LOCENG
 HC0942
 HC0942                          STATION DESCRIPTION
 HC0942
 HC0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0942'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE CENTER OF
 HC0942'FARMINGTON AT THE STATE MENTAL HOSPITAL.
 HC0942'
 HC0942'THE STACK IS A TALL BRICK STACK ABOUT 185 FEET HIGH AND IS
 HC0942'A DARK RED COLOR.  THE CENTER OF THE TOP OF STACK WAS
 HC0942'INTERSECTED.
 HC0942
 HC0942                          STATION RECOVERY (1968)
 HC0942
 HC0942'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (WLS)
 HC0942'FARMINGTON STATE MENTAL HOSPITAL STACK RECOVERED IN GOOD CONDITION.
 HC0942'
 HC0942'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1125 ***********************************************************************
 HC1125  CBN         -  This is a Cooperative Base Network Control Station.
 HC1125  PACS        -  This is a Primary Airport Control Station.
 HC1125  DESIGNATION -  FARMPORT
 HC1125  PID         -  HC1125
 HC1125  STATE/COUNTY-  MO/ST FRANCOIS
 HC1125  USGS QUAD   -  FARMINGTON (1982)
 HC1125
 HC1125                         *CURRENT SURVEY CONTROL
 HC1125  ___________________________________________________________________
 HC1125* NAD 83(1997)-  37 45 39.04888(N)    090 25 44.65793(W)     ADJUSTED  
 HC1125* NAVD 88     -       280.53   (meters)     920.4    (feet)  GPS OBS   
 HC1125  ___________________________________________________________________
 HC1125  X           -     -37,809.610 (meters)                     COMP
 HC1125  Y           -  -5,048,785.140 (meters)                     COMP
 HC1125  Z           -   3,884,646.317 (meters)                     COMP
 HC1125  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 HC1125  ELLIP HEIGHT-         251.21  (meters)          (03/31/98) GPS OBS
 HC1125  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HC1125
 HC1125  HORZ ORDER  -  B
 HC1125  ELLP ORDER  -  THIRD     CLASS I
 HC1125
 HC1125.This mark is at Farmington Regional Airport (FAM)
 HC1125
 HC1125.The horizontal coordinates were established by GPS observations
 HC1125.and adjusted by the National Geodetic Survey in March 1998..
 HC1125
 HC1125.The orthometric height was determined by GPS observations and a
 HC1125.high-resolution geoid model.
 HC1125
 HC1125.GPS derived orthometric heights for airport stations designated as
 HC1125.PACS or SACS are published to 2 decimal places.  This maintains
 HC1125.centimeter relative accuracy between the PACS and SACS.  It does
 HC1125.not indicate centimeter accuracy relative to other marks which are
 HC1125.part of the NAVD 88 network.
 HC1125
 HC1125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HC1125
 HC1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1125
 HC1125.The ellipsoidal height was determined by GPS observations
 HC1125.and is referenced to NAD 83.
 HC1125
 HC1125.The geoid height was determined by GEOID03.
 HC1125
 HC1125;                    North         East     Units Scale Factor Converg.
 HC1125;SPC MO E     -   213,891.757   256,249.572   MT  0.99993381   +0 02 36.4
 HC1125;UTM  15      - 4,182,393.653   726,470.875   MT  1.00023177   +1 34 30.1
 HC1125
 HC1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1125!SPC MO E     -   0.99996058  x   0.99993381  =   0.99989439
 HC1125!UTM  15      -   0.99996058  x   1.00023177  =   1.00019234
 HC1125
 HC1125:                Primary Azimuth Mark                     Grid Az
 HC1125:SPC MO E     -  FARMPORT AZ MK                           023 32 38.8
 HC1125:UTM  15      -  FARMPORT AZ MK                           022 00 45.1
 HC1125
 HC1125|---------------------------------------------------------------------|
 HC1125| PID    Reference Object                     Distance      Geod. Az  |
 HC1125|                                                           dddmmss.s |
 HC1125| HC1126 FARMPORT AZ MK                      APPROX. 0.7 KM 0233515.2 |
 HC1125|---------------------------------------------------------------------|
 HC1125
 HC1125                          SUPERSEDED SURVEY CONTROL
 HC1125
 HC1125  NAD 83(1986)-  37 45 39.06236(N)    090 25 44.65463(W) AD(       ) 3
 HC1125  NGVD 29 (07/16/90)  280.3    (m)          920.     (f) GPS OBS        
 HC1125
 HC1125.Superseded values are not recommended for survey control.
 HC1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1125.See file dsdata.txt to determine how the superseded data were derived.
 HC1125
 HC1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2647182394(NAD 83)
 HC1125_MARKER: I = METAL ROD
 HC1125_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HC1125_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HC1125_STAMPING: FARMPORT 1990
 HC1125_MARK LOGO: NGS   
 HC1125_PROJECTION: FLUSH
 HC1125_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1125+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1997
 HC1125_ROD/PIPE-DEPTH: 4.17 meters
 HC1125_SLEEVE-DEPTH  : 1.0 meters
 HC1125
 HC1125  HISTORY     - Date     Condition        Report By
 HC1125  HISTORY     - 1990     MONUMENTED       NGS
 HC1125  HISTORY     - 19970225 GOOD             NGS
 HC1125  HISTORY     - 20010515 POOR             EPA
 HC1125
 HC1125                          STATION DESCRIPTION
 HC1125
 HC1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HC1125'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF FARMINGTON, 50 KM
 HC1125'(31.05 MI) SOUTH OF FESTUS, ABOUT 1.6 KM (1.00 MI) EAST OF U.S.
 HC1125'HIGHWAY 67, AT THE FARMINGTON REGIONAL AIRPORT.  OWNERSHIP--CITY OF
 HC1125'FARMINGTON LONG MEMORIAL HALL, FARMINGTON, MO 63640.  MANAGER IS LARRY
 HC1125'MC CORMICK 314-756-5771, 756-4502.  ON SITE CONTACT IS KIRK MORRIS,
 HC1125'PHONE=756-4502, 756-1092.
 HC1125'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND ROUTE W
 HC1125'(WEST COLUMBIA STREET), LOCATED AT THE WEST EDGE OF FARMINGTON, GO
 HC1125'EAST ALONG ROUTE W, COLUMBIA STREET, FOR 1.7 KM (1.05 MI) TO THE
 HC1125'JUNCTION OF PERRINE STREET ON THE RIGHT, THEN GO RIGHT, SOUTHERLY,
 HC1125'ALONG PERRINE STREET, FOR 1.8 KM (1.10 MI) TO THE AIRPORT ACCESS ROAD
 HC1125'ON THE LEFT, THEN GO LEFT, ALONG THE ACCESS ROAD FOR 0.24 KM
 HC1125'(0.15 MI) TO THE AIRPORT OFFICE BUILDING, THEN GO TO THE SOUTH SIDE OF
 HC1125'OFFICE BUILDING, PASS THRU AN ENTRANCE GATE AND GO EAST-SOUTHEAST
 HC1125'ALONG THE PAVED APRON FOR ABOUT 0.08 KM (0.05 MI) TO THE JUNCTION OF
 HC1125'THE RUNWAY 2-20 AND THE STATION ON THE LEFT.
 HC1125'STATION MARK IS SET 28.4 M (93.2 FT) WEST-NORTHWEST OF THE CENTERLINE
 HC1125'OF THE RUNWAY, 22.7 M (74.5 FT) NORTH-NORTHEAST OF THE APPOXIMATE
 HC1125'CENTER OF THE TAXIWAY APPROACH, 9.6 M (31.5 FT) NORTHWEST OF A PURPLE
 HC1125'TAXIWAY LIGHT AND 22.0 M (72.2 FT) EAST-SOUTTHEAST OF THE
 HC1125'EAST-SOUTHEAST EDGE OF THE APRON.
 HC1125'DESCRIBED BY R.D.B.   CONTACT MANAGER, ASK TO NOTIFY SECURITY OF WORK
 HC1125'SCHEDULE.
 HC1125'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 HC1125
 HC1125                          STATION RECOVERY (1997)
 HC1125
 HC1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HC1125'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF FARMINGTON,
 HC1125'MO., AND ABOUT 1.6 KM (1.00 MI) EAST OF U.S.  HIGHWAY 67, AT THE
 HC1125'FARMINGTON REGIONAL AIRPORT , IN THE GRASS, NEAR THE CENTER
 HC1125'SOUTH-SOUTHWEST END OF THE GRASS MEDIAN IN FRONT OF THE AIRPORT
 HC1125'OFFICE.  OWNERSHIP--CITY OF FARMINGTON LONG MEMORIAL HALL, FARMINGTON,
 HC1125'MO.  63640.  AIRPORT MANAGER LARRY MC CORMICK, PHONE 314-756-5771 OR
 HC1125'756-4502.  NOTE--CONTACT AIRPORT MANAGER (24-HOURS IN ADVANCE) .
 HC1125'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION.  TO
 HC1125'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 67 AND STATE
 HC1125'ROUTE W (WEST COLUMBIA STREET) , LOCATED AT THE WEST EDGE OF
 HC1125'FARMINGTON, GO EAST, 1.7 KM (1.05 MI) ALONG ROUTE W TO THE JUNCTION OF
 HC1125'PERRINE STREET ON THE RIGHT.  TURN RIGHT, SOUTHERLY, 1.8 KM (1.10 MI)
 HC1125'ALONG PERRINE STREET TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 HC1125'LEFT, SOUTHERLY 0.24 KM (0.15 MI) ALONG THE ENTRANCE ROAD TO THE
 HC1125'AIRPORT OFFICE ON THE LEFT AND A GATE ON THE SOUTH SIDE.  PASS THROUGH
 HC1125'THE GATE, EAST-SOUTHEAST, 0.08 KM (0.05 MI) ACROSS THE APRON TO THE
 HC1125'MAIN TAXIWAY.  CONTINUE AHEAD FOR ABOUT 30.0 M (98.4 FT) ALONG A
 HC1125'TAXIWAY/RAMP IN FRONT OF THE OFFICE TO THE STATION ON THE LEFT, NEAR
 HC1125'THE CENTER OF THE MEDIAN.  THE STATION IS 31.0 M (101.7 FT)
 HC1125'EAST-SOUTHEAST OF THE MAIN TAXIWAY CENTERLINE, 28.0 M (91.9 FT)
 HC1125'WEST-NORTHWEST OF THE RUNWAY CENTERLINE, 19.7 M (64.6 FT)
 HC1125'NORTH-NORTHEAST OF THE TAXIWAY/RAMP CENTERLINE, AND THE STATION IS
 HC1125'ABOUT 0.2 M (0.7 FT) BELOW THE RUNWAY LEVEL AND FLUSH WITH THE GROUND
 HC1125'SURFACE.  BY R.G.  HAYES.  NOTE--THE DATUM POINT IS A PUNCH MARK ON
 HC1125'THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 4.17 M,
 HC1125'(13.68 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A
 HC1125'5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY CONCRETE.  ACCESS TO
 HC1125'THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 HC1125
 HC1125                          STATION RECOVERY (2001)
 HC1125
 HC1125'RECOVERY NOTE BY ENVIRONMENTAL PROTECTION AGENCY 2001 (DJH)
 HC1125'I DID NOT PERSONALLY LOOK FOR THE STATION BUT SPOKE,BY PHONE, WITH THE
 HC1125'AIRPORT MANAGER AS INDICATED ON THE DATA SHEET.  THE MANAGER INDICATED
 HC1125'THE STATION HAD EITHER BEEN OBLITERATED OR COVERED UP BY EXTENSION OF
 HC1125'A RUNWAY AND COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1126 ***********************************************************************
 HC1126  SACS        -  This is a Secondary Airport Control Station.
 HC1126  DESIGNATION -  FARMPORT AZ MK
 HC1126  PID         -  HC1126
 HC1126  STATE/COUNTY-  MO/ST FRANCOIS
 HC1126  USGS QUAD   -  FARMINGTON (1982)
 HC1126
 HC1126                         *CURRENT SURVEY CONTROL
 HC1126  ___________________________________________________________________
 HC1126* NAD 83(1997)-  37 45 59.19168(N)    090 25 33.57888(W)     ADJUSTED  
 HC1126* NAVD 88     -       287.     (meters)     942.     (feet)  VERTCON   
 HC1126  ___________________________________________________________________
 HC1126  X           -     -37,535.637 (meters)                     COMP
 HC1126  Y           -  -5,048,412.073 (meters)                     COMP
 HC1126  Z           -   3,885,141.339 (meters)                     COMP
 HC1126  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 HC1126  ELLIP HEIGHT-         257.83  (meters)          (02/17/00) GPS OBS
 HC1126  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 HC1126
 HC1126  HORZ ORDER  -  THIRD
 HC1126  ELLP ORDER  -  FOURTH    CLASS I
 HC1126
 HC1126.This mark is at Farmington Regional Airport (FAM)
 HC1126
 HC1126.The horizontal coordinates were established by GPS observations
 HC1126.and adjusted by the National Geodetic Survey in February 2000..
 HC1126.No horizontal observational check was made to the station.
 HC1126
 HC1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC1126
 HC1126.GPS derived orthometric heights for airport stations designated as
 HC1126.PACS or SACS are published to 2 decimal places.  This maintains
 HC1126.centimeter relative accuracy between the PACS and SACS.  It does
 HC1126.not indicate centimeter accuracy relative to other marks which are
 HC1126.part of the NAVD 88 network.
 HC1126
 HC1126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HC1126
 HC1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1126
 HC1126.The ellipsoidal height was determined by GPS observations
 HC1126.and is referenced to NAD 83.
 HC1126
 HC1126.The geoid height was determined by GEOID03.
 HC1126
 HC1126;                    North         East     Units Scale Factor Converg.
 HC1126;SPC MO E     -   214,512.951   256,520.244   MT  0.99993386   +0 02 43.2
 HC1126;UTM  15      - 4,183,022.048   726,724.922   MT  1.00023319   +1 34 37.6
 HC1126
 HC1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1126!SPC MO E     -   0.99995954  x   0.99993386  =   0.99989341
 HC1126!UTM  15      -   0.99995954  x   1.00023319  =   1.00019272
 HC1126
 HC1126:                Primary Azimuth Mark                     Grid Az
 HC1126:SPC MO E     -  FARMPORT                                 203 32 38.8
 HC1126:UTM  15      -  FARMPORT                                 202 00 44.4
 HC1126
 HC1126|---------------------------------------------------------------------|
 HC1126| PID    Reference Object                     Distance      Geod. Az  |
 HC1126|                                                           dddmmss.s |
 HC1126| HC1125 FARMPORT                            APPROX. 0.7 KM 2033522.0 |
 HC1126|---------------------------------------------------------------------|
 HC1126
 HC1126                          SUPERSEDED SURVEY CONTROL
 HC1126
 HC1126  NAD 83(1997)-  37 45 59.19168(N)    090 25 33.57888(W) AD(       ) 3
 HC1126  NAD 83(1986)-  37 45 59.20517(N)    090 25 33.57558(W) AD(       ) 3
 HC1126  NGVD 29 (07/16/90)  287.     (m)          942.     (f) GPS OBS        
 HC1126
 HC1126.Superseded values are not recommended for survey control.
 HC1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1126.See file dsdata.txt to determine how the superseded data were derived.
 HC1126
 HC1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2672583022(NAD 83)
 HC1126_MARKER: I = METAL ROD
 HC1126_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HC1126_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HC1126_STAMPING: FARMPORT AZ MK 1990
 HC1126_MARK LOGO: NGS   
 HC1126_PROJECTION: FLUSH
 HC1126_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1126+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1997
 HC1126_ROD/PIPE-DEPTH: 1.77 meters
 HC1126_SLEEVE-DEPTH  : 0.93 meters
 HC1126
 HC1126  HISTORY     - Date     Condition        Report By
 HC1126  HISTORY     - 1990     MONUMENTED       NGS
 HC1126  HISTORY     - 19970130 GOOD             NGS
 HC1126
 HC1126                          STATION DESCRIPTION
 HC1126
 HC1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HC1126'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF FARMINGTON, 50 KM
 HC1126'(31.05 MI) SOUTH OF FESTUS, ABOUT 1.6 KM (1.00 MI) EAST OF U.S.
 HC1126'HIGHWAY 67, AT THE FARMINGTON REGIONAL AIRPORT.  OWNERSHIP--CITY OF
 HC1126'FARMINGTON LONG MEMORIAL HALL, FARMINGTON, MO 63640.  MANAGER IS LARRY
 HC1126'MC CORMICK 314-756-5771, 756-4502.  ON SITE CONTACT IS KIRK MORRIS,
 HC1126'PHONE=756-4502, 756-1092.
 HC1126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND ROUTE W
 HC1126'(WEST COLUMBIA STREET), LOCATED AT THE WEST EDGE OF FARMINGTON, GO
 HC1126'EAST ALONG ROUTE W, COLUMBIA STREET, FOR 1.7 KM (1.05 MI) TO THE
 HC1126'JUNCTION OF PERRINE STREET ON THE RIGHT, THEN GO RIGHT, SOUTHERLY,
 HC1126'ALONG PERRINE STREET, FOR 1.8 KM (1.10 MI) TO THE AIRPORT ACCESS ROAD
 HC1126'ON THE LEFT, THEN GO LEFT, ALONG THE ACCESS ROAD FOR 0.24 KM
 HC1126'(0.15 MI) TO THE AIRPORT OFFICE BUILDING, THEN GO TO THE SOUTH SIDE OF
 HC1126'OFFICE BUILDING, PASS THRU AN ENTRANCE GATE AND GO EAST-SOUTHEAST
 HC1126'ALONG THE PAVED APRON FOR ABOUT 0.08 KM (0.05 MI) TO THE JUNCTION OF
 HC1126'THE RUNWAY 2-20, THEN GO NORTH-NORTHEAST ALONG THE NORTHWEST SIDE OF
 HC1126'RUNWAY 2-20 FOR 0.64 KM (0.40 MI) TO THE END THRESHOLD LIGHTS AND THE
 HC1126'STATION.
 HC1126'STATION MARK IS SET 30.7 M (100.7 FT) WEST-NORTHWEST OF THE CENTERLINE
 HC1126'OF THE RUNWAY, 23.2 M (76.1 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 HC1126'THE NORTH CURVE OF THE COFFEE CUP HANDLE TURNAROUND, 24.4 M (80.1 FT)
 HC1126'EAST-SOUTHEAST OF THE CENTERLINE OF THE TURNAROUND.
 HC1126'DESCRIBED BY R.D.B.    CONTACT MANAGER, HE WILL NOTIFY SECURITY OF
 HC1126'WORK SCHEDULE.
 HC1126'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 HC1126
 HC1126                          STATION RECOVERY (1997)
 HC1126
 HC1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HC1126'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF FARMINGTON,
 HC1126'MO., AND ABOUT 1.6 KM (1.00 MI) EAST OF U.S.  HIGHWAY 67, AT THE
 HC1126'FARMINGTON REGIONAL AIRPORT , NEAR THE NORTH-NORTHEAST CENTER END OF A
 HC1126'TRIANGULAR GRASS MEDIAN, WEST-NORTHWEST OF RUNWAY END 20.
 HC1126'OWNERSHIP--CITY OF FARMINGTON LONG MEMORIAL HALL, FARMINGTON, MO.
 HC1126'63640.  AIRPORT MANAGER LARRY MC CORMICK, PHONE 314-756-5771 OR
 HC1126'756-4502.  NOTE--CONTACT AIRPORT MANAGER (24-HOURS IN ADVANCE) .
 HC1126'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) . TO
 HC1126'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 67 AND STATE
 HC1126'ROUTE W (WEST COLUMBIA STREET) , LOCATED AT THE WEST EDGE OF
 HC1126'FARMINGTON, GO EAST, 1.7 KM (1.05 MI) ALONG ROUTE W TO THE JUNCTION OF
 HC1126'PERRINE STREET ON THE RIGHT.  TURN RIGHT, SOUTHERLY, 1.8 KM (1.10 MI)
 HC1126'ALONG PERRINE STREET TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 HC1126'LEFT, SOUTHERLY 0.24 KM (0.15 MI) ALONG THE ENTRANCE ROAD TO THE
 HC1126'AIRPORT OFFICE ON THE LEFT AND A GATE ON THE SOUTH SIDE.  PASS THROUGH
 HC1126'THE GATE, EAST-SOUTHEAST, 0.08 KM (0.05 MI) ACROSS THE APRON TO THE
 HC1126'MAIN TAXI.  TURN LEFT, NORTH-NORTHEAST, 0.72 KM (0.45 MI) ALONG THE
 HC1126'MAIN TAXI TO THE LAST GRASS MEDIAN AND THE STATION ON THE RIGHT, NEAR
 HC1126'THE CENTER OF THE MEDIAN.  STATION IS 30.6 M (100.4 FT) WEST-NORTHWEST
 HC1126'OF THE RUNWAY CENTER, 23.0 M (75.5 FT) SOUTH-SOUTHEAST OF THE END
 HC1126'TAXI/RAMP CENTERLINE, 28.7 M (94.2 FT) EAST-SOUTHEAST OF THE MAIN TAXI
 HC1126'CENTERLINE, 22.4 M (73.5 FT) EAST OF THE ANGLE TAXI/RAMP CENTERLINE AT
 HC1126'THE HOLD BARS, AND THE STATION IS ABOUT 0.4 M (1.3 FT) BELOW THE
 HC1126'RUNWAY AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES  NOTE--THE
 HC1126'DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL
 HC1126'ROD, DRIVEN TO A DEPTH OF 1.77 M, (5.81 FT) IN A GREASE FILLED SLEEVE
 HC1126'0.93 M (3.05 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP,
 HC1126'SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE
 HC1126'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1285 ***********************************************************************
 LF1285  DESIGNATION -  FARRENS
 LF1285  PID         -  LF1285
 LF1285  STATE/COUNTY-  MO/NODAWAY
 LF1285  USGS QUAD   -  MARYVILLE EAST (1985)
 LF1285
 LF1285                         *CURRENT SURVEY CONTROL
 LF1285  ___________________________________________________________________
 LF1285* NAD 83(1997)-  40 21 02.66235(N)    094 47 35.58161(W)     ADJUSTED  
 LF1285* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 LF1285  ___________________________________________________________________
 LF1285  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 LF1285  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 LF1285
 LF1285  HORZ ORDER  -  FIRST
 LF1285
 LF1285.The horizontal coordinates were established by classical geodetic methods
 LF1285.and adjusted by the National Geodetic Survey in February 2000..
 LF1285
 LF1285.The orthometric height was scaled from a topographic map.
 LF1285
 LF1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1285
 LF1285.The geoid height was determined by GEOID03.
 LF1285
 LF1285;                    North         East     Units Scale Factor Converg.
 LF1285;SPC MO W     -   464,452.302   825,091.086   MT  0.99994881   -0 11 23.5
 LF1285;UTM  15      - 4,468,230.305   347,713.485   MT  0.99988548   -1 09 40.6
 LF1285
 LF1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1285!SPC MO W     -   0.99995001  x   0.99994881  =   0.99989882
 LF1285!UTM  15      -   0.99995001  x   0.99988548  =   0.99983549
 LF1285
 LF1285:                Primary Azimuth Mark                     Grid Az
 LF1285:SPC MO W     -  FARRENS AZ MK                            000 29 49.5
 LF1285:UTM  15      -  FARRENS AZ MK                            001 28 06.6
 LF1285
 LF1285|---------------------------------------------------------------------|
 LF1285| PID    Reference Object                     Distance      Geod. Az  |
 LF1285|                                                           dddmmss.s |
 LF1285| CL6516 FARRENS AZ MK                                      0001826.0 |
 LF1285| LF1269 CLYDE BENEDICTINE CONVENT TANK      APPROX.15.0 KM 1341139.5 |
 LF1285| CL6517 FARRENS RM 1                         35.631 METERS 21149     |
 LF1285| LF1286 MARYVILLE ST MARYS CH CUPOLA        APPROX. 6.2 KM 2613927.4 |
 LF1285| LF1287 MARYVILLE NODAWAY CO CTHSE TWR      APPROX. 6.7 KM 2674629.8 |
 LF1285| LF1290 MARYVILLE NW MO STC STACK           APPROX. 7.6 KM 2722626.0 |
 LF1285| LF1288 MARYVILLE MUNICIPAL TANK            APPROX. 7.0 KM 2723956.0 |
 LF1285| LF1289 MARYVILLE NODAWAY MILK PRO STK      APPROX. 7.3 KM 2733520.3 |
 LF1285| CL6518 FARRENS RM 2                         31.635 METERS 32930     |
 LF1285|---------------------------------------------------------------------|
 LF1285
 LF1285                          SUPERSEDED SURVEY CONTROL
 LF1285
 LF1285  NAD 83(1997)-  40 21 02.66219(N)    094 47 35.58174(W) AD(       ) 1
 LF1285  NAD 83(1997)-  40 21 02.66082(N)    094 47 35.58795(W) AD(       ) 1
 LF1285  NAD 83(1986)-  40 21 02.66102(N)    094 47 35.58586(W) AD(       ) 1
 LF1285  NAD 27      -  40 21 02.69800(N)    094 47 34.69800(W) AD(       ) 1
 LF1285
 LF1285.Superseded values are not recommended for survey control.
 LF1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1285.See file dsdata.txt to determine how the superseded data were derived.
 LF1285
 LF1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE4771368230(NAD 83)
 LF1285_MARKER: DS = TRIANGULATION STATION DISK
 LF1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1285_STAMPING: FARRENS 1934
 LF1285_MARK LOGO: CGS   
 LF1285_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1285+STABILITY: SURFACE MOTION
 LF1285
 LF1285  HISTORY     - Date     Condition        Report By
 LF1285  HISTORY     - 1934     MONUMENTED       CGS
 LF1285  HISTORY     - 19831115 GOOD             NGS
 LF1285  HISTORY     - 19990630 GOOD             MOHC
 LF1285
 LF1285                          STATION DESCRIPTION
 LF1285
 LF1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1285'STATION IS ABOUT 4 MILES E OF MARYVILLE, ABOUT 7 MILES W OF
 LF1285'RAVENWOOD, ABOUT 0.45 MILE NNE OF COUNCIL CORNERS SCHOOL NO. 96,
 LF1285'NEAR THE N SIDE OF THE SW 1/4 SECTION 13, T 64 N, R 35 W, ON
 LF1285'LAND OWNED AND OCCUPIED BY P.P. FARRENS, IN OLD ORCHARD
 LF1285'LOT JUST N OF MR. FARRENS HOUSE, BETWEEN A GROVE OF LARGE ELMS ON
 LF1285'THE N AND A ROW OF CHERRY TREES ON THE S, 37 FEET E OF CENTER
 LF1285'LINE OF ROAD, 44 FEET NE OF THE 36-INCH ELM TREE THAT STANDS IN
 LF1285'THE CENTER OF THE ROAD, 111 FEET NNW OF NW CORNER OF THE
 LF1285'HOUSE, 16 FEET E OF THE RIGHT-OF-WAY FENCE, 23 FEET SW OF AN
 LF1285'18-INCH ELM, 32 FEET SE OF A 24-INCH ELM.  THE MARK IS FLUSH
 LF1285'WITH THE SURFACE.
 LF1285'
 LF1285'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LF1285'BRONZE DISKS SET IN CONCRETE.
 LF1285'
 LF1285'REFERENCE MARK NO. 1 IS SSW OF STATION, 22 FEET W OF CENTER
 LF1285'LINE OF ROAD, 84 FEET SSW OF THE LARGE ELM IN CENTER OF ROAD,
 LF1285'3 FEET W OF THE RIGHT-OF-WAY FENCE.  IT PROJECTS 8 INCHES.
 LF1285'
 LF1285'REFERENCE MARK NO. 2 IS NNW OF STATION, 21 FEET W OF CENTER
 LF1285'LINE OF ROAD, 1 FOOT W OF RIGHT-OF-WAY FENCE, 46 FEET N OF A
 LF1285'30-INCH COTTONWOOD TREE THAT STANDS ON RIGHT-OF-WAY FENCE LINE,
 LF1285'188.95 FEET N OF REFERENCE MARK NO. 1.  IT PROJECTS 8 INCHES.
 LF1285'
 LF1285'AZIMUTH MARK IS N OF STATION, 18 FEET W OF CENTER LINE OF
 LF1285'ROAD, 1 FOOT E OF RIGHT-OF-WAY FENCE.  IT PROJECTS 7 INCHES.
 LF1285'
 LF1285'TO REACH FROM THE SE CORNER OF COURTHOUSE SQUARE IN MARYVILLE,
 LF1285'GO E ON HIGHWAY 4, 4.25 MILES TO CROSSROADS AT THE COUNCIL CORNERS
 LF1285'SCHOOL NO. 96, THENCE N ON DIRT ROAD 0.45 MILE TO MR. FARRENS
 LF1285'HOUSE AND STATION ON E SIDE OF THE ROAD.
 LF1285'
 LF1285'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 LF1285'
 LF1285'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 LF1285
 LF1285                          STATION RECOVERY (1983)
 LF1285
 LF1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 LF1285'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.  RMS 1 AND 2
 LF1285'WERE FOUND DESTROYED.  THE AZ MK WAS SEARCHED FOR BUT NOT FOUND AND IS
 LF1285'PRESUMED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  RMS 3 AND 4 AND
 LF1285'A NEW AZ MK WERE ESTABLISHED THIS DATE.  A LENGTH OF REBAR WAS PLACED
 LF1285'AT THE N SIDE OF THE SURFACE MONUMENT.  DUE TO CHANGES A COMPLETE, NEW
 LF1285'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) W
 LF1285'OF RAVENWOOD, 6.45 KM (4.00 MI) E OF MARYVILLE, 0.97 KM (0.60 MI) N OF
 LF1285'U.S HWY 136 AND STATE HWY 46, IN THE SW 114, SEC 13, T64N, R35W AND ON
 LF1285'PROPERTY OWNED BY CHARLES WEDDLE, RURAL ROUTE 3, BOX 161, MARYVILLE,
 LF1285'MISSOURI 64468.  TO REACH THE STATION FROM THE JUNCTION OF U.S HWY 71
 LF1285'AND 136 AND STATE HWY 46, AT THE SW CORNER OF THE COURTHOUSE SQUARE IN
 LF1285'MARYVILLE, GO E ON U.S HWY 136 AND STATE HWY 46 FOR 6.68 KM (4.15 MI)
 LF1285'TO THE JUNCTION WITH STATE ROADS F AND EE. TURN LEFT AND GO N ON ROAD
 LF1285'EE FOR 0.97 KM (0.60 MI) TO THE STATION ON THE RIGHT, AT THE NE END OF
 LF1285'A CURVE IN THE ROAD AND AT THE HOUSE OWNED BY CHARLES WEDDLE.
 LF1285' 
 LF1285'THE STATION IS A STANDARD CGS DISK STAMPED---FARRENS 1934---, SET INTO
 LF1285'THE TOP OF A SQUARE CONCRETE MONUMENT, 14 INCHES (36 CM) IN DIAMETER,
 LF1285'RECESSED 4 INCHES (9 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 LF1285'29.26 METERS (96.00 FT) NW FROM THE NE CORNER OF THE HOUSE, 29.29
 LF1285'METERS (96.10 FT) NE FROM THE POWERLINE POLE AT RM 3, 23.47 METERS
 LF1285'(77.00 FT) ESE FROM THE CENTERLINE OF ROAD EE, 19.2 METERS (63.0 FT)
 LF1285'NE FROM THE CENTERLINE OF DRIVEWAY TO THE HOUSE, 8.51 METERS (27.92
 LF1285'FT) NNE FROM A WATER METER COVER RM NO 3, IS A STANDARD NGS DISK
 LF1285'STAMPED---FARRENS 1934 NO 3 1983--, SET INTO THE TOP OF A ROUND
 LF1285'CONCRETE MONUMENT, 12 INCHES (30  CM) IN DIAMETER, FLUSH WITH GROUND.
 LF1285'THE STATION IS LOCATED 10.95 METERS (35.93 FT) ESE FROM THE CENTERLINE
 LF1285'OF THE HWY, 40.36 METERS (132.41 FT) W FROM THE NE CORNER OF THE
 LF1285'HOUSE, 0.86 METERS (2.82 FT) NE FROM THE POWERLINE POLE AT THE
 LF1285'DRIVEWAY ENTRANCE, 21.46 METERS (70.41 FT) SW FROM A WATER METER
 LF1285'COVER, AND 0.3 METERS (1.0 FT) LOWER THNA THE STATION.  RM NO 4, IS A
 LF1285'STANDARD NGS DISK STAMPED---FARRENS 1934 NO 4 1983---, SET INTO THE
 LF1285'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH
 LF1285'WITH GROUND.  THE STATION IS LOCATED 30.48 METERS (100.00 FT) N FROM
 LF1285'THE CENTERLINE OF THE DRIVEWAY, 13.72 METERS (45.01 FT) E FROM THE
 LF1285'CENTERLINE OF ROAD EE, 0.52 METERS (1.71 FT) S FROM A WITNESS POST,
 LF1285'AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.  AZ MK NO 2, IS A
 LF1285'STANDARD NGS DISK STAMPED---FARRENS 1934 NO 2 1983---, SET INTO THE
 LF1285'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH
 LF1285'WITH GROUND.  THE STATION IS LOCATED 10.4 METERS (34.1 FT) N FROM THE
 LF1285'CENTERLINE OF THE GRAVELED ROAD, 9.45 METERS (31.00 FT) W FROM THE
 LF1285'CENTERLINE OF ROAD EE, 1.46 METERS (4.79 FT) E FROM A WITNESS POST AND
 LF1285'A FENCE.  TO REACH THE AZ MK FROM THE STATION, GO N ON ROAD EE FOR
 LF1285'0.74 KM (0.45 MI) TO A SIDE ROAD ON THE LEFT AND THE MARK IN THE NW
 LF1285'ANGLE OF THE INTERSECTION.
 LF1285
 LF1285                          STATION RECOVERY (1999)
 LF1285
 LF1285'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 LF1285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1084 ***********************************************************************
 KD1084  DESIGNATION -  FAYETTE
 KD1084  PID         -  KD1084
 KD1084  STATE/COUNTY-  MO/HOWARD
 KD1084  USGS QUAD   -  NEW FRANKLIN (1979)
 KD1084
 KD1084                         *CURRENT SURVEY CONTROL
 KD1084  ___________________________________________________________________
 KD1084* NAD 83(1997)-  39 07 08.01996(N)    092 43 00.14391(W)     ADJUSTED  
 KD1084* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 KD1084  ___________________________________________________________________
 KD1084  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 KD1084  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD1084
 KD1084  HORZ ORDER  -  THIRD
 KD1084
 KD1084.The horizontal coordinates were established by classical geodetic methods
 KD1084.and adjusted by the National Geodetic Survey in February 2000..
 KD1084
 KD1084.The orthometric height was scaled from a topographic map.
 KD1084
 KD1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1084
 KD1084.The geoid height was determined by GEOID03.
 KD1084
 KD1084;                    North         East     Units Scale Factor Converg.
 KD1084;SPC MO C     -   364,651.531   481,260.181   MT  0.99993766   -0 08 12.2
 KD1084;UTM  15      - 4,330,008.760   524,489.782   MT  0.99960738   +0 10 43.5
 KD1084
 KD1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1084!SPC MO C     -   0.99996903  x   0.99993766  =   0.99990670
 KD1084!UTM  15      -   0.99996903  x   0.99960738  =   0.99957643
 KD1084
 KD1084|---------------------------------------------------------------------|
 KD1084| PID    Reference Object                     Distance      Geod. Az  |
 KD1084|                                                           dddmmss.s |
 KD1084| CL8502 FAYETTE RM 1                         19.526 METERS 01440     |
 KD1084| CL8504 FAYETTE RM 3                         22.201 METERS 01738     |
 KD1084| CL8501 FAYETTE AZ MK                                      0535752.6 |
 KD1084| KD1082 BURTON RESET                        APPROX.10.7 KM 0553446.7 |
 KD1084| CL8503 FAYETTE RM 2                         16.757 METERS 06932     |
 KD1084|---------------------------------------------------------------------|
 KD1084
 KD1084                          SUPERSEDED SURVEY CONTROL
 KD1084
 KD1084  NAD 83(1986)-  39 07 08.02700(N)    092 43 00.14670(W) AD(       ) 3
 KD1084  NAD 27      -  39 07 07.90830(N)    092 42 59.46980(W) AD(       ) 3
 KD1084
 KD1084.Superseded values are not recommended for survey control.
 KD1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1084.See file dsdata.txt to determine how the superseded data were derived.
 KD1084
 KD1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2449030009(NAD 83)
 KD1084_MARKER: DS = TRIANGULATION STATION DISK
 KD1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD1084+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 KD1084
 KD1084  HISTORY     - Date     Condition        Report By
 KD1084  HISTORY     - 1949     MONUMENTED       CGS
 KD1084  HISTORY     - 1967     GOOD             CGS
 KD1084  HISTORY     - 1990     GOOD             USPSQD
 KD1084  HISTORY     - 20050319 GOOD             GEOCAC
 KD1084
 KD1084                          STATION DESCRIPTION
 KD1084
 KD1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1084'LOCATED ABOUT 3.0 MILES SOUTHWEST OF THE TOWN OF FAYETTE ALONG THE
 KD1084'NORTHWESTERLY RIGHT-OF-WAY OF STATE HIGHWAY 5.  IT IS 50 FEET
 KD1084'NORTHWEST OF THE CENTERLINE OF HIGHWAY 5, 11.5 FEET NORTHEAST OF A
 KD1084'BRACED TELEPHONE POLE WITH TRIANGLE BLAZE, 6 FEET EAST SOUTHEAST
 KD1084'OF A WITNESS POST AND 2 FEET SOUTHEAST OF THE FENCE.  THE MARK IS
 KD1084'FLUSH WITH THE GROUND AND IS STAMPED FAYETTE 1949.
 KD1084'
 KD1084'REFERENCE MARK NO. 1 IS 51 FEET NORTHWEST OF THE FENCE.  THE MARK
 KD1084'PROJECTS 4 INCHES AND IS STAMPED FAYETTE NO 1 1949.
 KD1084'
 KD1084'REFERENCE MARK NO. 2 IS 50 FEET NORTHWEST OF THE CENTERLINE OF
 KD1084'HIGHWAY 5 AND 2 FEET SOUTHEAST OF THE FENCE.  THE MARK PROJECTS 2
 KD1084'INCHES AND IS STAMPED FAYETTE NO. 2 1949.
 KD1084'
 KD1084'THE AZIMUTH MARK IS 38 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 KD1084'5, 3 FEET NORTHWEST OF A WITNESS POST AND 1.6 FEET SOUTH OF A
 KD1084'TELEPHONE POLE.  THE MARK IS FLUSH WITH THE GROUND AND IS STAMPED
 KD1084'FAYETTE 1949.
 KD1084'
 KD1084'TO REACH FROM THE JUNCTION OF HIGHWAYS 240 AND 5 AT THE SOUTHWEST
 KD1084'CORNER OF THE SQUARE IN FAYETTE, GO WEST AND SOUTH ON HIGHWAY 5 FOR
 KD1084'2.3 MILES TO THE AZIMUTH MARK ON THE RIGHT OPPOSITE A FARM HOUSE,
 KD1084'CONTINUE 0.5 MILE TO A TREE WITH A TRIANGLE BLAZE ON THE LEFT AND
 KD1084'THE STATION ON THE RIGHT ATOP A 20 FOOT CUT BANK.
 KD1084'
 KD1084'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1084
 KD1084                          STATION RECOVERY (1967)
 KD1084
 KD1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1084'STATION RECOVERED AS DESCRIBED AND STATION AND R.M. NO. 2 WERE FOUND
 KD1084'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND THOUGHT
 KD1084'TO HAVE BEEN DESTROYED.  R.M. NO. 1 HAD BEEN DISPLACED SO THIS MARK
 KD1084'WAS RESET AND RESTAMPED NO. 3.  NO OBJECTS WERE VISIBLE FROM THE
 KD1084'GROUND SO A NEW AZIMUTH MARK COULD NOT BE ESTABLISHED AT THIS
 KD1084'TIME.
 KD1084'
 KD1084'TO REACH FROM FAYETTE, FROM THE NORTHWEST CORNER OF THE COURT HOUSE
 KD1084'SQUARE, GO WEST ON WEST DAVIS STREET FOR 0.3 MILE TO JUNCTION WITH
 KD1084'STATE HIGHWAY 5 AND COUNTY ROUTE E, TURN LEFT AND GO SOUTH AND
 KD1084'SOUTHWEST ON STATE HIGHWAY 5 FOR 2.5 MILES TO STATION ON TOP OF A
 KD1084'HIGH BANK ON RIGHT.
 KD1084'
 KD1084'THE STATION IS ABOUT 50 FEET NORTHWEST OF THE CENTERLINE OF STATE
 KD1084'HIGHWAY 5, 2 FEET SOUTHEAST OF AN OLD FENCE LINE AND 1 FOOT
 KD1084'NORTHEAST OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 KD1084'IS STAMPED FAYETTE 1949.
 KD1084'
 KD1084'R.M. NO. 2 IS ABOUT 50 FEET NORTHWEST OF THE CENTERLINE OF STATE
 KD1084'HIGHWAY 5 AND 2 FEET SOUTHEAST OF AN OLD FENCE LINE.  THE MARK
 KD1084'PROJECTS 2 INCHES AND THE DISK IS STAMPED FAYETTE NO 2 1949.
 KD1084'
 KD1084'R.M. NO. 3 IS IN A CLUMP OF LOCUST TREES ABOUT 50 FEET NORTHWEST OF
 KD1084'AN OLD FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 KD1084'STAMPED FAYETTE 1949 NO 3 1967.
 KD1084'
 KD1084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.0 MILES
 KD1084'SOUTHWEST.
 KD1084
 KD1084                          STATION RECOVERY (1990)
 KD1084
 KD1084'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1084'RECOVERED IN GOOD CONDITION.
 KD1084
 KD1084                          STATION RECOVERY (2005)
 KD1084
 KD1084'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 KD1084'REFERENCE MARK NO. 3 SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1088 ***********************************************************************
 KD1088  DESIGNATION -  FAYETTE CENTRAL COLLEGE BELFRY
 KD1088  PID         -  KD1088
 KD1088  STATE/COUNTY-  MO/HOWARD
 KD1088  USGS QUAD   -  FAYETTE (1978)
 KD1088
 KD1088                         *CURRENT SURVEY CONTROL
 KD1088  ___________________________________________________________________
 KD1088* NAD 83(1997)-  39 09 00.97431(N)    092 41 10.12809(W)     ADJUSTED  
 KD1088* NAVD 88     -                                                        
 KD1088  ___________________________________________________________________
 KD1088  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 KD1088  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD1088
 KD1088  HORZ ORDER  -  THIRD
 KD1088
 KD1088.The horizontal coordinates were established by classical geodetic methods
 KD1088.and adjusted by the National Geodetic Survey in February 2000..
 KD1088
 KD1088
 KD1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1088
 KD1088.The geoid height was determined by GEOID03.
 KD1088
 KD1088;                    North         East     Units Scale Factor Converg.
 KD1088;SPC MO C     -   368,128.766   483,910.013   MT  0.99993652   -0 07 03.1
 KD1088;UTM  15      - 4,333,499.389   527,119.557   MT  0.99960906   +0 11 53.4
 KD1088
 KD1088                          SUPERSEDED SURVEY CONTROL
 KD1088
 KD1088  NAD 83(1986)-  39 09 00.98087(N)    092 41 10.13228(W) AD(       ) 4
 KD1088  NAD 27      -  39 09 00.85500(N)    092 41 09.46900(W) AD(       ) 3
 KD1088
 KD1088.Superseded values are not recommended for survey control.
 KD1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1088.See file dsdata.txt to determine how the superseded data were derived.
 KD1088
 KD1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2712033499(NAD 83)
 KD1088_MARKER: 75 = BELFRY
 KD1088
 KD1088  HISTORY     - Date     Condition        Report By
 KD1088  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1088  HISTORY     - 1990     GOOD             USPSQD
 KD1088  HISTORY     - 20050319 GOOD             GEOCAC
 KD1088
 KD1088                          STATION DESCRIPTION
 KD1088
 KD1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1088'THE STATION IS LOCATED IN THE NORTH SECTION OF FAYETTE ON
 KD1088'NORTH CHURCH STREET.  IT IS LOCATED ON THE SOUTHWEST CORNER
 KD1088'OF THE BUILDING, ABOUT 100 FEET HIGH.
 KD1088'
 KD1088'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN FAYETTE,
 KD1088'GO NORTH ON CHURCH STREET FOR 0.25 MILE TO THE STATION ON THE
 KD1088'RIGHT.
 KD1088'
 KD1088'THE POINT INTERSECTED WAS THE EXTREME TOP.
 KD1088
 KD1088                          STATION RECOVERY (1990)
 KD1088
 KD1088'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1088'RECOVERED IN GOOD CONDITION.
 KD1088
 KD1088                          STATION RECOVERY (2005)
 KD1088
 KD1088'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 KD1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1089 ***********************************************************************
 KD1089  DESIGNATION -  FAYETTE HOWARD CO CTHSE TWR
 KD1089  PID         -  KD1089
 KD1089  STATE/COUNTY-  MO/HOWARD
 KD1089  USGS QUAD   -  FAYETTE (1978)
 KD1089
 KD1089                         *CURRENT SURVEY CONTROL
 KD1089  ___________________________________________________________________
 KD1089* NAD 83(1997)-  39 08 46.90298(N)    092 41 00.20322(W)     ADJUSTED  
 KD1089* NAVD 88     -                                                        
 KD1089  ___________________________________________________________________
 KD1089  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 KD1089  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1089
 KD1089  HORZ ORDER  -  THIRD
 KD1089
 KD1089.The horizontal coordinates were established by classical geodetic methods
 KD1089.and adjusted by the National Geodetic Survey in February 2000..
 KD1089
 KD1089
 KD1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1089
 KD1089.The geoid height was determined by GEOID03.
 KD1089
 KD1089;                    North         East     Units Scale Factor Converg.
 KD1089;SPC MO C     -   367,694.372   484,147.435   MT  0.99993643   -0 06 56.8
 KD1089;UTM  15      - 4,333,066.451   527,359.290   MT  0.99960922   +0 11 59.6
 KD1089
 KD1089                          SUPERSEDED SURVEY CONTROL
 KD1089
 KD1089  NAD 83(1986)-  39 08 46.90952(N)    092 41 00.20736(W) AD(       ) 4
 KD1089  NAD 27      -  39 08 46.78300(N)    092 40 59.54500(W) AD(       ) 3
 KD1089
 KD1089.Superseded values are not recommended for survey control.
 KD1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1089.See file dsdata.txt to determine how the superseded data were derived.
 KD1089
 KD1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2735933066(NAD 83)
 KD1089_MARKER: 55 = TOWER
 KD1089
 KD1089  HISTORY     - Date     Condition        Report By
 KD1089  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1089  HISTORY     - 1990     GOOD             USPSQD
 KD1089  HISTORY     - 20050319 GOOD             GEOCAC
 KD1089
 KD1089                          STATION DESCRIPTION
 KD1089
 KD1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1089'THE STATION IS LOCATED IN THE CENTER OF THE TOWN OF FAYETTE.
 KD1089'IT IS BUILT OF GRAY STONE AND APPROXIMATELY 100 FEET HIGH.
 KD1089'
 KD1089'THE POINT INTERSECTED WAS THE WEATHER VANE ON TOP.
 KD1089
 KD1089                          STATION RECOVERY (1990)
 KD1089
 KD1089'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1089'RECOVERED IN GOOD CONDITION.
 KD1089
 KD1089                          STATION RECOVERY (2005)
 KD1089
 KD1089'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 KD1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1087 ***********************************************************************
 KD1087  DESIGNATION -  FAYETTE MUNICIPAL TANK
 KD1087  PID         -  KD1087
 KD1087  STATE/COUNTY-  MO/HOWARD
 KD1087  USGS QUAD   -  FAYETTE (1978)
 KD1087
 KD1087                         *CURRENT SURVEY CONTROL
 KD1087  ___________________________________________________________________
 KD1087* NAD 83(1997)-  39 09 10.53306(N)    092 41 18.82528(W)     ADJUSTED  
 KD1087* NAVD 88     -                                                        
 KD1087  ___________________________________________________________________
 KD1087  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 KD1087  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD1087
 KD1087  HORZ ORDER  -  THIRD
 KD1087
 KD1087.The horizontal coordinates were established by classical geodetic methods
 KD1087.and adjusted by the National Geodetic Survey in February 2000..
 KD1087
 KD1087
 KD1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1087
 KD1087.The geoid height was determined by GEOID03.
 KD1087
 KD1087;                    North         East     Units Scale Factor Converg.
 KD1087;SPC MO C     -   368,423.955   483,701.803   MT  0.99993660   -0 07 08.6
 KD1087;UTM  15      - 4,333,793.330   526,909.792   MT  0.99960892   +0 11 47.9
 KD1087
 KD1087                          SUPERSEDED SURVEY CONTROL
 KD1087
 KD1087  NAD 83(1986)-  39 09 10.53962(N)    092 41 18.82950(W) AD(       ) 4
 KD1087  NAD 27      -  39 09 10.41400(N)    092 41 18.16400(W) AD(       ) 3
 KD1087
 KD1087.Superseded values are not recommended for survey control.
 KD1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1087.See file dsdata.txt to determine how the superseded data were derived.
 KD1087
 KD1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2691033793(NAD 83)
 KD1087_MARKER: 53 = ELEVATED TANK
 KD1087
 KD1087  HISTORY     - Date     Condition        Report By
 KD1087  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1087  HISTORY     - 1990     GOOD             USPSQD
 KD1087  HISTORY     - 20050728 MARK NOT FOUND   GEOCAC
 KD1087
 KD1087                          STATION DESCRIPTION
 KD1087
 KD1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1087'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF FAYETTE.  IT
 KD1087'IS ABOUT 125 FEET HIGH, HAS 4 LEGS AND IS PAINTED SILVER.
 KD1087'
 KD1087'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE, GO NORTH
 KD1087'ON CHURCH STREET FOR 0.45 MILE TO CORPREW STREET, TURN RIGHT
 KD1087'(EAST) ON CORPREW STREET FOR 0.05 MILE TO A PRIVATE DRIVE,
 KD1087'TURN LEFT (NORTH) AND GO ABOUT 150 YARDS TO STATION.
 KD1087'
 KD1087'THE POINT INTERSECTED WAS THE BALL ON TOP.
 KD1087
 KD1087                          STATION RECOVERY (1990)
 KD1087
 KD1087'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1087'RECOVERED IN GOOD CONDITION.
 KD1087
 KD1087                          STATION RECOVERY (2005)
 KD1087
 KD1087'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1087'TANK BELIEVED TO HAVE BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1508 ***********************************************************************
 KE1508  DESIGNATION -  FEDERAL PENIT FARM WATER TWR
 KE1508  PID         -  KE1508
 KE1508  STATE/COUNTY-  MO/PLATTE
 KE1508  USGS QUAD   -  LEAVENWORTH (1984)
 KE1508
 KE1508                         *CURRENT SURVEY CONTROL
 KE1508  ___________________________________________________________________
 KE1508* NAD 83(1997)-  39 20 58.94389(N)    094 53 59.48900(W)     ADJUSTED  
 KE1508* NAVD 88     -                                                        
 KE1508  ___________________________________________________________________
 KE1508  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 KE1508  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KE1508
 KE1508  HORZ ORDER  -  THIRD
 KE1508
 KE1508.The horizontal coordinates were established by classical geodetic methods
 KE1508.and adjusted by the National Geodetic Survey in February 2000..
 KE1508
 KE1508
 KE1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1508
 KE1508.The geoid height was determined by GEOID03.
 KE1508
 KE1508;                    North         East     Units Scale Factor Converg.
 KE1508;SPC MO W     -   353,347.380   815,534.860   MT  0.99995580   -0 15 12.7
 KE1508;UTM  15      - 4,357,306.321   336,294.896   MT  0.99992997   -1 12 17.6
 KE1508
 KE1508                          SUPERSEDED SURVEY CONTROL
 KE1508
 KE1508  NAD 83(1997)-  39 20 58.94390(N)    094 53 59.48902(W) AD(       ) 4
 KE1508  NAD 83(1997)-  39 20 58.94985(N)    094 53 59.47632(W) AD(       ) 4
 KE1508  NAD 83(1986)-  39 20 58.94999(N)    094 53 59.47572(W) AD(       ) 4
 KE1508  NAD 27      -  39 20 58.95442(N)    094 53 58.61686(W) AD(       ) 3
 KE1508
 KE1508.Superseded values are not recommended for survey control.
 KE1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1508.See file dsdata.txt to determine how the superseded data were derived.
 KE1508
 KE1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3629557306(NAD 83)
 KE1508_MARKER: 54 = WATER TOWER
 KE1508
 KE1508  HISTORY     - Date     Condition        Report By
 KE1508  HISTORY     - 1974     FIRST OBSERVED   USE
 KE1508  HISTORY     - 20050704 MARK NOT FOUND   GEOCAC
 KE1508
 KE1508                          STATION DESCRIPTION
 KE1508
 KE1508'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1914 ***********************************************************************
 JE1914  DESIGNATION -  FERGUSON
 JE1914  PID         -  JE1914
 JE1914  STATE/COUNTY-  MO/BATES
 JE1914  USGS QUAD   -  AMORET (1973)
 JE1914
 JE1914                         *CURRENT SURVEY CONTROL
 JE1914  ___________________________________________________________________
 JE1914* NAD 83(1997)-  38 16 24.63648(N)    094 36 12.94183(W)     ADJUSTED  
 JE1914* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 JE1914  ___________________________________________________________________
 JE1914  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 JE1914  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JE1914
 JE1914  HORZ ORDER  -  FIRST
 JE1914
 JE1914.The horizontal coordinates were established by classical geodetic methods
 JE1914.and adjusted by the National Geodetic Survey in February 2000..
 JE1914
 JE1914.The orthometric height was scaled from a topographic map.
 JE1914
 JE1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1914
 JE1914.The geoid height was determined by GEOID03.
 JE1914
 JE1914;                    North         East     Units Scale Factor Converg.
 JE1914;SPC MO W     -   233,812.616   840,935.430   MT  0.99994219   -0 03 51.0
 JE1914;SPC KS S     -   585,460.779   740,841.354   MT  0.99995516   +2 23 40.0
 JE1914;UTM  15      - 4,237,378.310   359,728.855   MT  0.99984232   -0 59 36.4
 JE1914
 JE1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1914!SPC MO W     -   0.99995888  x   0.99994219  =   0.99990107
 JE1914!SPC KS S     -   0.99995888  x   0.99995516  =   0.99991404
 JE1914!UTM  15      -   0.99995888  x   0.99984232  =   0.99980120
 JE1914
 JE1914|---------------------------------------------------------------------|
 JE1914| PID    Reference Object                     Distance      Geod. Az  |
 JE1914|                                                           dddmmss.s |
 JE1914| CN6861 FERGUSON RM 1                        31.945 METERS 09126     |
 JE1914| CN6860 FERGUSON AZ MK                                     1302936.0 |
 JE1914| JE1926 PLEASANTON MUNICIPAL TANK           APPROX.14.5 KM 2214207.8 |
 JE1914| CN6862 FERGUSON RM 2                        37.089 METERS 27135     |
 JE1914| JE1918 JINGO ATT MICROWAVE TOWER           APPROX.15.7 KM 3365212.6 |
 JE1914|---------------------------------------------------------------------|
 JE1914
 JE1914                          SUPERSEDED SURVEY CONTROL
 JE1914
 JE1914  NAD 83(1997)-  38 16 24.63652(N)    094 36 12.94179(W) AD(       ) 1
 JE1914  NAD 83(1986)-  38 16 24.64444(N)    094 36 12.93897(W) AD(       ) 1
 JE1914  NAD 27      -  38 16 24.55990(N)    094 36 12.10820(W) AD(       ) 1
 JE1914
 JE1914.Superseded values are not recommended for survey control.
 JE1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1914.See file dsdata.txt to determine how the superseded data were derived.
 JE1914
 JE1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC5972937378(NAD 83)
 JE1914_MARKER: DS = TRIANGULATION STATION DISK
 JE1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1914
 JE1914  HISTORY     - Date     Condition        Report By
 JE1914  HISTORY     - 1934     MONUMENTED       CGS
 JE1914  HISTORY     - 1948     GOOD             CGS
 JE1914  HISTORY     - 1963     GOOD             CGS
 JE1914
 JE1914                          STATION DESCRIPTION
 JE1914
 JE1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1914'STATION IS ABOUT 1-1/2 MILES NW OF AMORET, ABOUT 14 MILES
 JE1914'W OF BUTLER, ABOUT 16 MILES SW OF ADRIAN, IN SE 1/4 SEC. 17,
 JE1914'T 40 N, R 33 W, ON LAND OWNED BY D.D. FERGUSON AND OCCUPIED
 JE1914'BY HIS SON, J.E. FERGUSON, ABOUT 0.25 MILE NW OF HIS HOUSE,
 JE1914'ON E-W FENCE LINE THAT SEPARATES TWO CULTIVATED FIELDS,
 JE1914'AT HIGHEST POINT OF FLAT, PROMINENT, N-S RIDGE.  THE MARK
 JE1914'IS FLUSH WITH THE SURFACE.
 JE1914'
 JE1914'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 JE1914'STANDARD BRONZE DISKS SET IN CONCRETE.
 JE1914'
 JE1914'REFERENCE MARK NO. 1 IS E OF STATION, 1 FOOT N OF THE E-W
 JE1914'FENCE, 74 FEET W OF A CLUMP OF WILD PLUM TREES.  IT PROJECTS
 JE1914'4 INCHES.  REFERENCE MARK NO. 2 IS W OF STATION, 1 FOOT N OF
 JE1914'E-W FENCE, ABOUT 40 FEET E OF A CLUMP OF WILD PLUM TREES,
 JE1914'226.53 FEET W OF REFERENCE MARK NO. 1.  IT PROJECTS 2 INCHES.
 JE1914'
 JE1914'AZIMUTH MARK IS SE OF STATION, IN MR. FERGUSONS BACKYARD,
 JE1914'30 FEET NNW OF NW CORNER OF HIS HOUSE, 7 FEET W OF A 24-INCH
 JE1914'MAPLE ABOUT 8 FEET NE OF A CLUMP OF LILACS.  IT PROJECTS 4
 JE1914'INCHES.
 JE1914'
 JE1914'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND MISSOURI
 JE1914'HIGHWAY 52 AT THE W EDGE OF BUTLER, GO W ON MISSOURI HIGHWAY
 JE1914'52, 14.7 MILES TO THE VILLAGE OF AMORET, THENCE N 1.0 MILE,
 JE1914'THENCE W 0.7 MILE TO GATE AND LANE LEADING N TO MR. FERGUSONS
 JE1914'HOUSE, THENCE N ON LANE 0.1 MILE TO HIS HOUSE, THENCE N THROUGH
 JE1914'BARNYARD AND ALONG WAGON ROAD 0.15 MILE TO GATE INTO FIELD,
 JE1914'THENCE W ALONG N SIDE OF E-W FENCE 0.2 MILE TO CREST OF RIDGE
 JE1914'AND STATION.
 JE1914'
 JE1914'THE FOLLOWING SIGNALS ARE VISIBLE FROM THE GROUND, 60-FOOT
 JE1914'AT SKELLY 100-FOOT AT SMITH, 87-FOOT AT ACKERMAN, 4-FOOT AT
 JE1914'HUME, 100-FOOT AT MERWIN, 74-FOOT AT ECTON.  AN 87-FOOT SIGNAL
 JE1914'AT BUTLER COMES INTO VIEW AT 15 FEET.
 JE1914'
 JE1914'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 JE1914
 JE1914                          STATION RECOVERY (1948)
 JE1914
 JE1914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1914'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 JE1914'AND AZIMUTH MARK RECOVERED AS DESCRIBED
 JE1914'AND FOUND IN GOOD CONDITION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 JE1914'
 JE1914'THE STATION IS LOCATED ABOUT 14.0 MILES WEST OF BUTLER AND 1.5
 JE1914'MILES NORTHWEST OF AMORET ON THE HIGHEST POINT OF A PROMINENT
 JE1914'RIDGE AND ON LAND OWNED BY MR. L.E. SCHMIDT WHO LIVES ABOUT
 JE1914'0.25 MILE SOUTHEAST OF THE STATION.  IT IS SET UNDER THE
 JE1914'EAST-WEST FENCE LINE DIVIDING TWO FIELDS.  IT IS STAMPED
 JE1914'FERGUSON 1934 AND PROJECTS 4 INCHES.
 JE1914'
 JE1914'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET UNDER THE
 JE1914'EAST-WEST FENCE LINE.  IT IS STAMPED FERGUSON NO 1 1934 AND
 JE1914'PROJECTS 4 INCHES.
 JE1914'
 JE1914'REFERENCE MARK NO 2 IS WEST OF THE STATION, 1 FOOT NORTH OF
 JE1914'THE EAST-WEST FENCE LINE.  IT IS STAMPED FERGUSON NO 2 1934
 JE1914'AND PROJECTS 3 INCHES.
 JE1914'
 JE1914'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF THE STATION,
 JE1914'SET IN THE BACK YARD OF THE SCHMIDT FARM, 30 FEET NORTHWEST
 JE1914'OF THE NORTHWEST CORNER OF THE FARM HOUSE, 45 FEET SOUTH OF
 JE1914'CHICKEN HOUSE AND 8 FEET NORTHEAST OF A CLUMP OF LILAC BUSHES.
 JE1914'IT IS STAMPED FERGUSON 1934 AND PROJECTS 4 INCHES.
 JE1914'
 JE1914'TO REACH THE STATION FROM THE MAIN INTERSECTION IN AMORET,
 JE1914'GO NORTH ON GRAVELED ROAD FOR 1.0 MILE TO CROSSROAD, TURN
 JE1914'LEFT AND GO WEST FOR 0.7 MILE TO DRIVEWAY RIGHT, TURN RIGHT
 JE1914'INTO DRIVEWAY AND GO NORTH ABOUT 0.15 MILE TO THE SCHMIDT FARM
 JE1914'HOUSE AND AZIMUTH MARK IN THE REAR AS DESCRIBED, CONTINUE
 JE1914'WEST ON GRAVELED ROAD FOR 0.15 MILE TO HOUSE ON LEFT AND BARN
 JE1914'ON THE RIGHT, PASS THROUGH GATE INTO BARNYARD AND FOLLOW TRACK
 JE1914'ROAD NORTHERLY UP WEST SIDE OF WASH PASSING THROUGH TWO GATES
 JE1914'FOR 0.25 MILE TO EDGE OF FIELD, CONTINUE NORTH ACROSS FIELD
 JE1914'FOR 0.1 MILE TO EAST-WEST FENCE LINE AND STATION AS
 JE1914'DESCRIBED.
 JE1914'
 JE1914'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 JE1914'
 JE1914'A 74 FOOT SIGNAL AT STATION AMORET IS VISIBLE AT 20 FEET.
 JE1914'
 JE1914'AN 87 FOOT SIGNAL AT STATION SKELLY 1934 IS VISIBLE AT 20 FEET.
 JE1914'
 JE1914'A 74 FOOT SIGNAL AT STATION WORLAND IS VISIBLE AT 20 FEET.
 JE1914'
 JE1914'AN 87 FOOT SIGNAL AT STATION ACKERMAN 1934 ECC. IS VISIBLE AT
 JE1914'20 FEET.
 JE1914'
 JE1914'AN 87 FOOT SIGNAL AT STATION PLEASANTON IS VISIBLE AT 4 FEET.
 JE1914'
 JE1914'A 4 FOOT SIGNAL AT STATION BAR IS VISIBLE AT 20 FEET.
 JE1914'
 JE1914'A 74 FOOT SIGNAL AT STATION BARNARD IS VISIBLE AT 37 FEET.
 JE1914'
 JE1914'A 74 FOOT SIGNAL AT STATION MARIAS IS VISIBLE AT 77 FEET.
 JE1914'
 JE1914'A 74 FOOT SIGNAL AT STATION LINCOLN IS VISIBLE AT 77 FEET.
 JE1914'
 JE1914'AN 87 FOOT SIGNAL AT STATION JINGO IS VISIBLE AT 4 FEET.
 JE1914'
 JE1914'A 74 FOOT SIGNAL AT STATION MERWIN 1934 IS VISIBLE AT 4 FEET.
 JE1914
 JE1914                          STATION RECOVERY (1963)
 JE1914
 JE1914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE1914'THE STATION IS LOCATED ABOUT 14.0 MILES WEST OF BUTLER, 1-1/2
 JE1914'MILES NORTH AND 1.0 MILE WEST OF AMORET, ON THE HIGHEST POINT
 JE1914'OF A PROMINENT RIDGE AND ON THE PROPERTY OF MR. L.E. SCHMIDT.
 JE1914'
 JE1914'THE STATION MARK AND ALL MARKS WERE RECOVERED AND FOUND TO BE
 JE1914'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT OBSERVED AT THIS
 JE1914'DATE DUE TO OBSTRUCTIONS.  NO SUITABLE PLACE WAS FOUND FOR A
 JE1914'NEW AZIMUTH MARK.
 JE1914'
 JE1914'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 52 AND
 JE1914'COUNTY ROUTE Y IN AMORET, GO NORTH ON COUNTY ROUTE Y FOR 1.0
 JE1914'MILE TO A CROSSROADS, TURN LEFT AND GO WEST FOR 0.7 MILE TO A
 JE1914'DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO
 JE1914'THE FARM HOME OF MR. L.E. SCHMIDT AND THE AZIMUTH JUST NORTH OF
 JE1914'HOUSE, CONTINUE NORTH FOR 0.1 MILE TO AN OLD BARN ON THE
 JE1914'RIGHT AND THE END OF TRUCK TRAVEL.  PACK NORTHWEST ACROSS
 JE1914'PASTURE AND THROUGH TIMBER FOR 5 MINUTES TO THE HIGHEST POINT OF
 JE1914'RIDGE AND THE STATION IN THE EAST-WEST FENCE.  IT IS POSSIBLE
 JE1914'TO DRIVE TO STATION IN DRY WEATHER.
 JE1914'
 JE1914'THE STATION MARK IS A STANDARD DISK, STAMPED FERGUSON 1934,
 JE1914'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JE1914'IS FLUSH WITH THE GROUND.  IT IS 117 FEET WEST OF A WIRE GATE
 JE1914'AND 0.7 FEET NORTH OF WITNESS POST.
 JE1914'
 JE1914'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FERGUSON NO 1 1934,
 JE1914'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECT
 JE1914'3 INCHES.  IT IS 12 FEET WEST OF THE CENTER OF WIRE GATE,
 JE1914'104.8 FEET EAST OF WITNESS POST AND 1.0 FOOT NORTH OF FENCE.
 JE1914'
 JE1914'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FERGUSON NO 2 1934,
 JE1914'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JE1914'PROJECTS 2 INCHES.  IT IS 122 FEET WEST OF WITNESS POST, 8
 JE1914'FEET EAST OF A DOUBLE TRUNK TREE AND 1.0 FOOT NORTH OF FENCE.
 JE1914'
 JE1914'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 JE1914'FERGUSON AZIMUTH 1934, SET IN THE TOP OF A 12-INCH SQUARE
 JE1914'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 27 FEET NORTH
 JE1914'OF THE NORTHWEST CORNER OF HOUSE AND 10 FEET NORTHWEST OF THE
 JE1914'NORTHWEST CORNER OF A SMALL, BRICK, WATER PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1773 ***********************************************************************
 JC1773  DESIGNATION -  FESTPORT
 JC1773  PID         -  JC1773
 JC1773  STATE/COUNTY-  MO/JEFFERSON
 JC1773  USGS QUAD   -  FESTUS (1982)
 JC1773
 JC1773                         *CURRENT SURVEY CONTROL
 JC1773  ___________________________________________________________________
 JC1773* NAD 83(1997)-  38 11 34.81547(N)    090 23 09.80441(W)     ADJUSTED  
 JC1773* NAVD 88     -       131.4    (meters)     431.     (feet)  VERTCON   
 JC1773  ___________________________________________________________________
 JC1773  X           -     -33,819.538 (meters)                     COMP
 JC1773  Y           -  -5,019,177.394 (meters)                     COMP
 JC1773  Z           -   3,922,366.196 (meters)                     COMP
 JC1773  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 JC1773  ELLIP HEIGHT-         101.57  (meters)          (02/17/00) GPS OBS
 JC1773  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 JC1773
 JC1773  HORZ ORDER  -  THIRD
 JC1773  ELLP ORDER  -  FOURTH    CLASS I
 JC1773
 JC1773.This mark is at Festus Mem Airport (FES)
 JC1773
 JC1773.The horizontal coordinates were established by GPS observations
 JC1773.and adjusted by the National Geodetic Survey in February 2000..
 JC1773
 JC1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1773
 JC1773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1773
 JC1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1773
 JC1773.The ellipsoidal height was determined by GPS observations
 JC1773.and is referenced to NAD 83.
 JC1773
 JC1773.The geoid height was determined by GEOID03.
 JC1773
 JC1773;                    North         East     Units Scale Factor Converg.
 JC1773;SPC MO E     -   261,860.086   259,980.963   MT  0.99993456   +0 04 13.6
 JC1773;UTM  15      - 4,230,459.525   728,913.325   MT  1.00024541   +1 37 01.0
 JC1773
 JC1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1773!SPC MO E     -   0.99998406  x   0.99993456  =   0.99991862
 JC1773!UTM  15      -   0.99998406  x   1.00024541  =   1.00022947
 JC1773
 JC1773:                Primary Azimuth Mark                     Grid Az
 JC1773:SPC MO E     -  FESTPORT AZ MK                           008 17 19.0
 JC1773:UTM  15      -  FESTPORT AZ MK                           006 44 31.6
 JC1773
 JC1773|---------------------------------------------------------------------|
 JC1773| PID    Reference Object                     Distance      Geod. Az  |
 JC1773|                                                           dddmmss.s |
 JC1773| JC1774 FESTPORT AZ MK                      488.775 METERS 0082132.6 |
 JC1773|---------------------------------------------------------------------|
 JC1773
 JC1773                          SUPERSEDED SURVEY CONTROL
 JC1773
 JC1773  NAD 83(1997)-  38 11 34.81726(N)    090 23 09.80457(W) AD(       ) 3
 JC1773  NAD 83(1986)-  38 11 34.82821(N)    090 23 09.80307(W) AD(       ) 3
 JC1773  NGVD 29 (07/16/90)  131.6    (m)          432.     (f) GPS OBS        
 JC1773
 JC1773.Superseded values are not recommended for survey control.
 JC1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1773.See file dsdata.txt to determine how the superseded data were derived.
 JC1773
 JC1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2891330460(NAD 83)
 JC1773_MARKER: I = METAL ROD
 JC1773_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1773_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1773_STAMPING: FESTPORT 1990
 JC1773_MARK LOGO: NGS   
 JC1773_PROJECTION: FLUSH
 JC1773_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1773+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 JC1773_ROD/PIPE-DEPTH: 11.4 meters
 JC1773_SLEEVE-DEPTH  : 0.95 meters
 JC1773
 JC1773  HISTORY     - Date     Condition        Report By
 JC1773  HISTORY     - 1990     MONUMENTED       NGS
 JC1773  HISTORY     - 19910520 GOOD             NGS
 JC1773
 JC1773                          STATION DESCRIPTION
 JC1773
 JC1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JC1773'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH-SOUTHEAST OF FESTUS,
 JC1773'ABOUT 50 KM (31.05 MI) NORTH OF FARMINGTON, AT THE FESTUS MEMORIAL
 JC1773'AIRPORT.  OWNERSHIP--CITY OF FESTUS FESTUS, MO 63023.  MANAGER IS IVAN
 JC1773'STORZ, PHONE=314-937-2228, 937-4694.
 JC1773'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 55 AND U.S. HIGHWAY
 JC1773'67 INTERCHANGE (CRYSTAL CITY EXIT 175), GO EAST ALONG U.S. HIGHWAY 67
 JC1773'FOR 0.48 KM (0.30 MI) TO JUNCTION OF U.S. HIGHWAY 61 SOUTH AT A
 JC1773'TRAFFIC SIGNAL, THEN GO RIGHT, SOUTH ALONG U.S. HIGHWAY 61 FOR 0.80 KM
 JC1773'(0.50 MI) TO AN ASPHALT ROAD ON THE LEFT LEADING TO THE AIRPORT AND
 JC1773'MO. DEPARTMENT OF HIGHWAYS, THEN GO LEFT, EAST, ALONG THE ASPHALT ROAD
 JC1773'FOR 0.64 KM (0.40 MI) TO A RAILROAD CROSSING, THEN CONTINUE EASTERLY
 JC1773'ALONG ASPHALT ROAD FOR 0.16 KM (0.10 MI) TO THE AIRPORT OFFICE AND
 JC1773'TERMINAL AT THE CESSNA PILOT CENTER BUILDING.  PASS TO THE WEST AND
 JC1773'SOUTH SIDE OF THE BUILDING AND GO THRU AN ENTRANCE GATE AND PROCEED
 JC1773'EAST TO THE JUNCTION OF THE RUNWAY, THEN PROCEED SOUTH ALONG THE WEST
 JC1773'SIDE OF THE RUNWAY FOR 0.32 KM (0.20 MI) TO THE STATION AS DESCRIBED.
 JC1773'STATION MARK IS SET 26.1 M (85.6 FT) WEST OF THE CENTER OF THE RUNWAY,
 JC1773'37.7 M (123.7 FT) EAST OF THE EAST EDGE OF THE TAXIWAY AND 5.2 M
 JC1773'(17.1 FT) WEST-NORTHWEST OF THE NORTHWEST LEG OF THE NORTHERN 1 OF 2
 JC1773'VASI LIGHTS.
 JC1773'DESCRIBED BY R.D.B.    CONTACT MANAGER AT TIME OF WORK, NOTIFY OF WORK
 JC1773'SCHEDULE, LOCKED GATES.
 JC1773'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 JC1773
 JC1773                          STATION RECOVERY (1991)
 JC1773
 JC1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JC1773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1774 ***********************************************************************
 JC1774  DESIGNATION -  FESTPORT AZ MK
 JC1774  PID         -  JC1774
 JC1774  STATE/COUNTY-  MO/JEFFERSON
 JC1774  USGS QUAD   -  FESTUS (1982)
 JC1774
 JC1774                         *CURRENT SURVEY CONTROL
 JC1774  ___________________________________________________________________
 JC1774* NAD 83(1997)-  38 11 50.49918(N)    090 23 06.88418(W)     ADJUSTED  
 JC1774* NAVD 88     -       131.     (meters)     430.     (feet)  VERTCON   
 JC1774  ___________________________________________________________________
 JC1774  X           -     -33,746.467 (meters)                     COMP
 JC1774  Y           -  -5,018,878.785 (meters)                     COMP
 JC1774  Z           -   3,922,746.198 (meters)                     COMP
 JC1774  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 JC1774  ELLIP HEIGHT-         101.48  (meters)          (02/17/00) GPS OBS
 JC1774  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 JC1774
 JC1774  HORZ ORDER  -  THIRD
 JC1774  ELLP ORDER  -  FOURTH    CLASS I
 JC1774
 JC1774.This mark is at Festus Mem Airport (FES)
 JC1774
 JC1774.The horizontal coordinates were established by GPS observations
 JC1774.and adjusted by the National Geodetic Survey in February 2000..
 JC1774.No horizontal observational check was made to the station.
 JC1774
 JC1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1774
 JC1774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1774
 JC1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1774
 JC1774.The ellipsoidal height was determined by GPS observations
 JC1774.and is referenced to NAD 83.
 JC1774
 JC1774.The geoid height was determined by GEOID03.
 JC1774
 JC1774;                    North         East     Units Scale Factor Converg.
 JC1774;SPC MO E     -   262,343.724   260,051.420   MT  0.99993458   +0 04 15.5
 JC1774;UTM  15      - 4,230,945.038   728,970.721   MT  1.00024573   +1 37 03.3
 JC1774
 JC1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1774!SPC MO E     -   0.99998408  x   0.99993458  =   0.99991866
 JC1774!UTM  15      -   0.99998408  x   1.00024573  =   1.00022980
 JC1774
 JC1774:                Primary Azimuth Mark                     Grid Az
 JC1774:SPC MO E     -  FESTPORT                                 188 17 18.9
 JC1774:UTM  15      -  FESTPORT                                 186 44 31.1
 JC1774
 JC1774|---------------------------------------------------------------------|
 JC1774| PID    Reference Object                     Distance      Geod. Az  |
 JC1774|                                                           dddmmss.s |
 JC1774| JC1773 FESTPORT                            488.775 METERS 1882134.4 |
 JC1774|---------------------------------------------------------------------|
 JC1774
 JC1774                          SUPERSEDED SURVEY CONTROL
 JC1774
 JC1774  NAD 83(1997)-  38 11 50.50098(N)    090 23 06.88433(W) AD(       ) 3
 JC1774  NAD 83(1986)-  38 11 50.51193(N)    090 23 06.88284(W) AD(       ) 3
 JC1774  NGVD 29 (07/16/90)  131.     (m)          430.     (f) GPS OBS        
 JC1774
 JC1774.Superseded values are not recommended for survey control.
 JC1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1774.See file dsdata.txt to determine how the superseded data were derived.
 JC1774
 JC1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2897130945(NAD 83)
 JC1774_MARKER: I = METAL ROD
 JC1774_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1774_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1774_STAMPING: FESTPORT AZ MK 1990
 JC1774_MARK LOGO: NGS   
 JC1774_PROJECTION: FLUSH
 JC1774_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1774+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JC1774_ROD/PIPE-DEPTH: 14.4 meters
 JC1774_SLEEVE-DEPTH  : 0.93 meters
 JC1774
 JC1774  HISTORY     - Date     Condition        Report By
 JC1774  HISTORY     - 1990     MONUMENTED       NGS
 JC1774
 JC1774                          STATION DESCRIPTION
 JC1774
 JC1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JC1774'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH-SOUTHEAST OF FESTUS,
 JC1774'ABOUT 50 KM (31.05 MI) NORTH OF FARMINGTON, AT THE FESTUS MEMORIAL
 JC1774'AIRPORT.  OWNERSHIP--CITY OF FESTUS, FESTUS, MO 63023.  MANAGER IS
 JC1774'IVAN STORZ, PHONE=314-937-2228, 937-4694.
 JC1774'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 55 AND US HIGHWAY 67
 JC1774'INTERCHANGE (CRYSTAL CITY EXIT 175), GO EAST ALONG US HIGHWAY 67 FOR
 JC1774'0.48 KM (0.30 MI) TO JUNCTION OF US HIGHWAY 61 SOUTH AT A TRAFFIC
 JC1774'SIGNAL, THEN GO RIGHT, SOUTH ALONG US HIGHWAY 61 FOR 0.80 KM
 JC1774'(0.50 MI) TO AN ASPHALT ROAD ON THE LEFT LEADING TO THE AIRPORT AND
 JC1774'MO. DEPARTMENT OF HIGHWAYS, THEN GO LEFT, EAST, ALONG THE ASPHALT ROAD
 JC1774'FOR 0.64 KM (0.40 MI) TO A RAILROAD CROSSING, THEN CONTINUE EASTERLY
 JC1774'ALONG ASPHALT ROAD FOR 0.16 KM (0.10 MI) TO THE AIRPORT OFFICE AND
 JC1774'TERMINAL AT THE CESSNA PILOT CENTER BUILDING.  PASS TO THE WEST AND
 JC1774'SOUTH SIDE OF THE BUILDING AND GO THRU AN ENTRANCE GATE AND PROCEED
 JC1774'EAST TO THE JUNCTION OF THE RUNWAY, THEN PROCEED NORTH ALONG THE WEST
 JC1774'SIDE OF RUNWAY 18-36 FOR 0.24 KM (0.15 MI) TO THE SOUTH SIDE OF A
 JC1774'COFFEE CUP HANDLE TURNAROUND AND THE STATION.
 JC1774'STATION MARK IS SET 38.1 M (125.0 FT) NORTH-NORTHWEST OF A RUNWAY
 JC1774'LIGHT, 26.2 M (86.0 FT) SOUTH OF THE SOUTH EDGE OF THE TURNAROUND,
 JC1774'20.5 M (67.3 FT) WEST OF THE CENTER OF THE RUNWAY AND ABOUT 253.1 M
 JC1774'(830.4 FT) NORTH OF THE NORTH EDGE OF A TAXIWAY APPROACH, 18.1 M
 JC1774'(59.4 FT) SOUTH-SOUTHWEST OF A RUNWAY LIGHT.
 JC1774'DESCRIBED BY R.D.B.   CONTACT MANAGER, LOCKED GATE, NOTIFY OF WORK
 JC1774'SCHEDULE.
 JC1774'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1646 ***********************************************************************
 JC1646  DESIGNATION -  FESTUS
 JC1646  PID         -  JC1646
 JC1646  STATE/COUNTY-  MO/JEFFERSON
 JC1646  USGS QUAD   -  FESTUS (1982)
 JC1646
 JC1646                         *CURRENT SURVEY CONTROL
 JC1646  ___________________________________________________________________
 JC1646* NAD 83(1997)-  38 11 26.02092(N)    090 24 53.99477(W)     ADJUSTED  
 JC1646* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 JC1646  ___________________________________________________________________
 JC1646  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 JC1646  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 JC1646
 JC1646  HORZ ORDER  -  THIRD
 JC1646
 JC1646.The horizontal coordinates were established by classical geodetic methods
 JC1646.and adjusted by the National Geodetic Survey in February 2000..
 JC1646
 JC1646.The orthometric height was scaled from a topographic map.
 JC1646
 JC1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1646
 JC1646.The geoid height was determined by GEOID03.
 JC1646
 JC1646;                    North         East     Units Scale Factor Converg.
 JC1646;SPC MO E     -   261,586.217   257,446.030   MT  0.99993402   +0 03 09.2
 JC1646;SPC IL W     -   169,149.734   678,246.225   MT  0.99994700   -0 09 12.7
 JC1646;SPC IL W     -   554,952.09  2,225,212.82   sFT  0.99994700   -0 09 12.7
 JC1646;UTM  15      - 4,230,117.241   726,385.938   MT  1.00023123   +1 35 56.1
 JC1646
 JC1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1646!SPC MO E     -   0.99997460  x   0.99993402  =   0.99990862
 JC1646!SPC IL W     -   0.99997460  x   0.99994700  =   0.99992160
 JC1646!UTM  15      -   0.99997460  x   1.00023123  =   1.00020583
 JC1646
 JC1646|---------------------------------------------------------------------|
 JC1646| PID    Reference Object                     Distance      Geod. Az  |
 JC1646|                                                           dddmmss.s |
 JC1646| CI4435 FESTUS RM 2                          25.252 METERS 00727     |
 JC1646| CI4436 FESTUS RM 3                          29.428 METERS 24622     |
 JC1646| CI4434 FESTUS RM 1                          30.378 METERS 24842     |
 JC1646| CI4433 FESTUS AZ MK                                       3562429.6 |
 JC1646|---------------------------------------------------------------------|
 JC1646
 JC1646                          SUPERSEDED SURVEY CONTROL
 JC1646
 JC1646  NAD 83(1997)-  38 11 26.02247(N)    090 24 53.99459(W) AD(       ) 3
 JC1646  NAD 83(1986)-  38 11 26.03494(N)    090 24 53.99131(W) AD(       ) 3
 JC1646  NAD 27      -  38 11 25.83000(N)    090 24 53.54500(W) AD(       ) 3
 JC1646
 JC1646.Superseded values are not recommended for survey control.
 JC1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1646.See file dsdata.txt to determine how the superseded data were derived.
 JC1646
 JC1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2638630117(NAD 83)
 JC1646_MARKER: DS = TRIANGULATION STATION DISK
 JC1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1646
 JC1646  HISTORY     - Date     Condition        Report By
 JC1646  HISTORY     - 1956     MONUMENTED       CGS
 JC1646  HISTORY     - 1961     GOOD             CGS
 JC1646
 JC1646                          STATION DESCRIPTION
 JC1646
 JC1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1646'THE STATION IS LOCATED ON THE EAST SIDE OF COUNTY ROAD CC
 JC1646'ABOUT 2 MILES AIRLINE SOUTH-SOUTHWEST OF FESTUS, 8 MILES AIRLINE
 JC1646'EAST-SOUTHEAST OF HILLSBORO, AND 10 MILES AIRLINE EAST-NORTHEAST
 JC1646'OF DESOTO.
 JC1646'
 JC1646'TO REACH THE STATION FROM THE POST OFFICE IN FESTUS GO
 JC1646'EAST ON MAIN STREET 0.45 MILE TO AN INTERSECTION.  TURN RIGHT
 JC1646'ONTO U.S. HIGHWAY 67 AND GO SOUTHWEST 1.4 MILES TO A CROSS
 JC1646'ROAD.  KEEP STRAIGHT AHEAD, SOUTHWEST, ON U.S. HIGHWAY 67
 JC1646'AND GO 1.2 MILES TO A CROSS ROAD.  TURN LEFT ONTO COUNTY ROAD
 JC1646'CC AND GO SOUTH 0.1 MILE TO A WITNESS POST AND THE STATION ON
 JC1646'THE LEFT.
 JC1646'
 JC1646'THE STATION MARK IS A STANDARD DISK STAMPED FESTUS 1956
 JC1646'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 JC1646'INCHES ABOVE THE GROUND.  IT IS 14 FEET EAST OF A WITNESS
 JC1646'POST AND 48 FEET EAST OF THE CENTERLINE OF THE ROAD.
 JC1646'
 JC1646'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FESTUS
 JC1646'NO 1 1956 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 JC1646'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST
 JC1646'OF A POWERLINE POLE, 30 FEET WEST OF THE CENTERLINE OF THE
 JC1646'ROAD, AND 1 FOOT LOWER THAN THE STATION.
 JC1646'
 JC1646'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FESTUS
 JC1646'NO 2 1956 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 JC1646'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 63 FEET EAST
 JC1646'OF THE CENTERLINE OF THE ROAD AND 6 FEET LOWER THAN THE
 JC1646'STATION.
 JC1646'
 JC1646'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FESTUS 1956 SET
 JC1646'IN THE TOP OF A 10-INCH CONCRETE CYLINDER THAT IS FLUSH WITH
 JC1646'THE GROUND.  IT IS 13 FEET NORTH OF THE CENTERLINE OF A
 JC1646'CONCRETE DRIVEWAY, 46 FEET NORTHEAST OF THE NORTHEAST CORNER
 JC1646'OF A HOUSE, AND 135 FEET WEST OF THE CENTERLINE OF A PAVED
 JC1646'ROAD.
 JC1646'
 JC1646'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH 0.1 MILE
 JC1646'TO A CROSS ROAD.  KEEP STRAIGHT AHEAD, NORTH, AND GO 0.2 MILE
 JC1646'TO A DRIVEWAY, A HOUSE, AND THE AZIMUTH MARK ON THE LEFT.
 JC1646
 JC1646                          STATION RECOVERY (1961)
 JC1646
 JC1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JC1646'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JC1646'IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 WHICH WAS
 JC1646'SURROUNDED BY A MOUND OF DIRT AND SETTING ABOVE THE GROUND.
 JC1646'MR. GERALD BLECHLE HAD HIS PROPERTY LANDSCAPED AND REQUESTED
 JC1646'THAT REFERENCE MARK NO. 1 BE RELOCATED.  IT WAS MOVED AND A
 JC1646'COMPLETE DESCRIPTION FOLLOWS.
 JC1646'
 JC1646'STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF DE SOTO,
 JC1646'8 MILES EAST-SOUTHEAST OF HILLSBORO, AND 2 MILES SOUTH-SOUTHWEST
 JC1646'OF THE SMALL TOWN OF FESTUS ON THE EAST SIDE OF COUNTY ROAD
 JC1646'CC, 165 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF JAMES
 JC1646'GEHRS HOUSE, 144 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER
 JC1646'OF GERALD BLECHLES HOUSE, 102 FEET SOUTH OF A POWERLINE
 JC1646'BRACE POLE, 48 FEET EAST OF THE CENTER OF COUNTY ROAD CC,
 JC1646'AND 14 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 JC1646'2 INCHES AND THE DISK IS STAMPED FESTUS 1956.  STATION MARKS
 JC1646'ARE DESCRIBED.
 JC1646'
 JC1646'TO REACH THE STATION FROM THE POST OFFICE IN FESTUS, GO EAST
 JC1646'ON MAIN STREET FOR 0.45 MILE TO U.S. HIGHWAY 67.  TURN RIGHT
 JC1646'AND GO SOUTHWEST ON U.S. HIGHWAY 67 FOR 1.4 MILES TO A
 JC1646'CROSSROADS.  CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 67 FOR
 JC1646'1.2 MILES TO ANOTHER CROSSROADS.  TURN LEFT ONTO COUNTY ROAD
 JC1646'CC AND GO SOUTH FOR 0.1 MILE TO THE STATION ON THE LEFT
 JC1646'AS DESCRIBED.
 JC1646'
 JC1646'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 63 FEET EAST
 JC1646'OF THE CENTER OF COUNTY ROAD CC, AND 19 FEET SOUTH OF A POWERLINE
 JC1646'BRACE POLE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 JC1646'STAMPED FESTUS NO 2 1956.
 JC1646'
 JC1646'REFERENCE MARK NO. 3 IS SOUTHWEST OF THE STATION, 58 FEET
 JC1646'EAST OF THE SOUTHEAST CORNER OF GERALD BLECHLES HOUSE, 32
 JC1646'FEET WEST OF THE CENTER OF COUNTY ROAD CC, 12 FEET SOUTH OF
 JC1646'CENTER OF DRIVEWAY, AND 8 FEET EAST OF POWER POLE.  THE MARK
 JC1646'PROJECTS 2 INCHES AND THE DISK IS STAMPED FESTUS NO 3 1956.
 JC1646'
 JC1646'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 135 FEET
 JC1646'WEST OF THE CENTER OF A PAVED ROAD, 46 FEET NORTHEAST OF THE
 JC1646'NORTHEAST CORNER OF A HOUSE, AND 13 FEET NORTH OF THE CENTER
 JC1646'OF A CONCRETE DRIVEWAY TO THE HOUSE.  THE MARK IS FLUSH WITH
 JC1646'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FESTUS 1956.
 JC1646'
 JC1646'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 JC1646'COUNTY ROAD CC FOR 0.1 MILE TO U.S. HIGHWAY 67.  CROSS U.S.
 JC1646'HIGHWAY 67 AND CONTINUE NORTH ON A PAVED ROAD FOR 0.2 MILE
 JC1646'TO A CONCRETE DRIVEWAY ON THE LEFT OR WEST SIDE OF THE ROAD
 JC1646'AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1647 ***********************************************************************
 JC1647  DESIGNATION -  FESTUS RADIO STATION KJCF MAST
 JC1647  PID         -  JC1647
 JC1647  STATE/COUNTY-  MO/JEFFERSON
 JC1647  USGS QUAD   -  FESTUS (1982)
 JC1647
 JC1647                         *CURRENT SURVEY CONTROL
 JC1647  ___________________________________________________________________
 JC1647* NAD 83(1997)-  38 13 56.30650(N)    090 23 50.48204(W)     ADJUSTED  
 JC1647* NAVD 88     -                                                        
 JC1647  ___________________________________________________________________
 JC1647  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 JC1647  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 JC1647
 JC1647  HORZ ORDER  -  THIRD
 JC1647
 JC1647.The horizontal coordinates were established by classical geodetic methods
 JC1647.and adjusted by the National Geodetic Survey in February 2000..
 JC1647
 JC1647
 JC1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1647
 JC1647.The geoid height was determined by GEOID03.
 JC1647
 JC1647;                    North         East     Units Scale Factor Converg.
 JC1647;SPC MO E     -   266,221.300   258,986.352   MT  0.99993433   +0 03 48.7
 JC1647;SPC IL W     -   173,779.302   679,803.237   MT  0.99994620   -0 08 33.9
 JC1647;SPC IL W     -   570,140.93  2,230,321.12   sFT  0.99994620   -0 08 33.9
 JC1647;UTM  15      - 4,234,793.629   727,800.983   MT  1.00023914   +1 36 40.8
 JC1647
 JC1647                          SUPERSEDED SURVEY CONTROL
 JC1647
 JC1647  NAD 83(1997)-  38 13 56.30800(N)    090 23 50.48175(W) AD(       ) 4
 JC1647  NAD 83(1986)-  38 13 56.32098(N)    090 23 50.47811(W) AD(       ) 4
 JC1647  NAD 27      -  38 13 56.11900(N)    090 23 50.03600(W) AD(       ) 3
 JC1647
 JC1647.Superseded values are not recommended for survey control.
 JC1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1647.See file dsdata.txt to determine how the superseded data were derived.
 JC1647
 JC1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2780134794(NAD 83)
 JC1647_MARKER: 42 = RADIO/TV MAST
 JC1647
 JC1647  HISTORY     - Date     Condition        Report By
 JC1647  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1647  HISTORY     - 1975     GOOD             LOCENG
 JC1647
 JC1647                          STATION DESCRIPTION
 JC1647
 JC1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1647'STATION IS LOCATED ON A HILL IN THE NORTH PART OF FESTUS ABOUT
 JC1647'1.0 MILE WEST OF STATE HIGHWAY 21.  THE MAST IS ALTERNATELY
 JC1647'PAINTED ORANGE AND WHITE AND HAS A BLINKING RED LIGHT ON TOP.
 JC1647'IT IS CONSTRUCTED OF STRUCTURAL STEEL AND IS 233 FEET IN HEIGHT.
 JC1647'THE TOP OF THE MAST WAS INTERSECTED.
 JC1647
 JC1647                          STATION RECOVERY (1975)
 JC1647
 JC1647'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 JC1647'FOUND AS DESCRIBED.
 JC1647'
 JC1647'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FESTUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1543 ***********************************************************************
 JC1543  DESIGNATION -  FEY RESET
 JC1543  PID         -  JC1543
 JC1543  STATE/COUNTY-  MO/GASCONADE
 JC1543  USGS QUAD   -  GASCONADE (1974)
 JC1543
 JC1543                         *CURRENT SURVEY CONTROL
 JC1543  ___________________________________________________________________
 JC1543* NAD 83(1997)-  38 40 40.51515(N)    091 31 53.54429(W)     ADJUSTED  
 JC1543* NAVD 88     -       286.2    (meters)     939.     (feet)  VERTCON   
 JC1543  ___________________________________________________________________
 JC1543  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 JC1543  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JC1543
 JC1543  HORZ ORDER  -  SECOND
 JC1543  VERT ORDER  -  THIRD ? (See Below)
 JC1543
 JC1543.The horizontal coordinates were established by classical geodetic methods
 JC1543.and adjusted by the National Geodetic Survey in February 2000..
 JC1543
 JC1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1543.The vertical order pertains to the NGVD 29 superseded value.
 JC1543
 JC1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1543
 JC1543.The geoid height was determined by GEOID03.
 JC1543
 JC1543;                    North         East     Units Scale Factor Converg.
 JC1543;SPC MO E     -   316,183.372   160,242.605   MT  1.00003251   -0 38 40.9
 JC1543;SPC MO C     -   316,123.496   584,268.482   MT  1.00002075   +0 36 19.0
 JC1543;UTM  15      - 4,282,059.184   627,734.073   MT  0.99980092   +0 55 04.2
 JC1543
 JC1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1543!SPC MO E     -   0.99996011  x   1.00003251  =   0.99999262
 JC1543!SPC MO C     -   0.99996011  x   1.00002075  =   0.99998086
 JC1543!UTM  15      -   0.99996011  x   0.99980092  =   0.99976104
 JC1543
 JC1543|---------------------------------------------------------------------|
 JC1543| PID    Reference Object                     Distance      Geod. Az  |
 JC1543|                                                           dddmmss.s |
 JC1543| CN6864 FEY RM 1                             23.298 METERS 01857     |
 JC1543| CN6866 FEY RM 3                             17.029 METERS 07224     |
 JC1543| JC1436 HERMANN MICROWAVE TOWER             APPROX.10.1 KM 0822133.5 |
 JC1543| CN6863 FEY AZ MK                                          1504755.8 |
 JC1543| CN6865 FEY RM 2                             70.104 METERS 32201     |
 JC1543|---------------------------------------------------------------------|
 JC1543
 JC1543                          SUPERSEDED SURVEY CONTROL
 JC1543
 JC1543  NAD 83(1986)-  38 40 40.53414(N)    091 31 53.54573(W) AD(       ) 2
 JC1543  NAD 27      -  38 40 40.37950(N)    091 31 52.94610(W) AD(       ) 2
 JC1543  NGVD 29 (07/19/86)  286.2    (m)          939.     (f) LEVELING    3  
 JC1543
 JC1543.Superseded values are not recommended for survey control.
 JC1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1543.See file dsdata.txt to determine how the superseded data were derived.
 JC1543
 JC1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC2773482059(NAD 83)
 JC1543_MARKER: P = PIPE CAP
 JC1543_SETTING: 0 = UNSPECIFIED SETTING
 JC1543
 JC1543  HISTORY     - Date     Condition        Report By
 JC1543  HISTORY     - 1970     MONUMENTED       USGS
 JC1543  HISTORY     - 1970     GOOD             NGS
 JC1543
 JC1543                          STATION DESCRIPTION
 JC1543
 JC1543'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 JC1543'THE STATION MK. WAS FOUND WITH THE CAP BROKEN OFF.  THE PIPE
 JC1543'WAS APPARENTLY UNDISTURBED.  THE CAP WAS REPLACED.  REF. MK. 1
 JC1543'WAS FOUND IN GOOD CONDITION.  REF. MK. 2 WAS FOUND OUT OF THE
 JC1543'GROUND.  THE TABLET WAS REMOVED.  THE DISK WAS GONE FROM THE
 JC1543'AZIMUTH MK. AND THE TOP OF THE POST HAD BEEN BROKEN OFF.
 JC1543'REF. MK. 3 WAS ESTABLISHED.
 JC1543'
 JC1543'A NEW DESCRIPTION FOLLOWS- THE STATION WAS ESTABLISHED BY THE
 JC1543'MISSOURI RIVER COMMISSION.  IT IS LOCATED ABOUT 1.5 MI. E-NE OF
 JC1543'GASCONADE, ABOUT 5 MI. W-SW OF HERMANN, IN THE SW 1/4 OF SEC. 6,
 JC1543'T45N, R5W ABOUT 0.5 MI. NE OF THE FARMHOUSE OF THE PROPERTY OWNER
 JC1543'(NAME WAS NOT DETERMINED), ON THE SUMMIT OF A HIGH BLUFF
 JC1543'OVERLOOKING THE MISSOURI RIVER AND AT THE N. END OF A CULTIVATED
 JC1543'FIELD.
 JC1543'
 JC1543'TO REACH THE STATION FROM THE HERMANN POSTOFFICE, DRIVE W. ON E.
 JC1543'4TH, ST. FOR 0.1 MI. TO JUNCTION WITH STATE HWY. 19, TURN LEFT
 JC1543'AND DRIVE S. ON HWY. 19, FOR 0.7 MI. TO JUNCTION OF STATE HWY.
 JC1543'100, TURN RIGHT AND DRIVE SOUTHWESTERLY FOR 8.7 MI. TO THE
 JC1543'JUNCTION OF A GRAVEL ROAD AT THE TOP OF A HIGH HILL, TURN RIGHT
 JC1543'ON GRAVEL ROAD AND DRIVE NE FOR 1.0 MI. TO THE JUNCTION OF A
 JC1543'PRIVATE GRAVEL ROAD THE LEFT, NEAR FARM BLDGS., TURN LEFT AND
 JC1543'DRIVE N. AND NE FOR 0.45 MI. ON PRIVATE ROAD TO A FARMHOUSE,
 JC1543'CONTINUE PAST FARMHOUSE ON TRACK ROAD NE AND N. FOR 0.55 MI.
 JC1543'TO THE STATION.
 JC1543'
 JC1543'THE STATION MK. IS A STANDARD MISSOURI RIVER COMMISSION CAST
 JC1543'IRON CAP ON A 5 INCH DIAMETER PIPE, PROJECTING ABOUT 4 INCHES, ON
 JC1543'THE HIGH POINT OF THE KNOLL, 26 FT. SE OF A LONE 15 FT. HIGH
 JC1543'CEDAR TREE AND 27 FT. N-NW OF AN 8 INCH ELM TREE.
 JC1543'
 JC1543'REF. MK. 1 IS A STANDARD USC AND GS DISK STAMPED FEY 1934, SET IN
 JC1543'A CONCRETE MONUMENT, PROJECTING 6 INCHES, AT THE FOOT OF A SLOPE
 JC1543'AND AT THE TOP OF ANOTHER VERY STEEP SLOPE, 77.79 FT. (23.710M)
 JC1543'N. OF STATION MK., IN WOODED AREA, 7 FT. S. OF A FENCE AND 5.5
 JC1543'FT. E. OF AN 8 INCH ELM TREE.
 JC1543'
 JC1543'REF. MK. 3 IS A STANDARD USGS TABLET, STAMPED FEY 1934 1970
 JC1543'CRIMPED ON A 10 FT. LENGTH OF COPPER COATED ROD, DRIVEN FLUSH
 JC1543'WITH GROUND AND SET IN A 6 INCH TILE FILLED WITH GRAVEL, 55.89 FT.
 JC1543'(17.035M) E. OF STATION MK. AT THE N. EDGE OF A 20 FT. HIGH
 JC1543'CEDAR BUSH, 7.5 FT. N. OF THE BASE OF THE CEDAR AND 1 FT. S. OF
 JC1543'A METAL WITNESS POST.
 JC1543'
 JC1543'DISTANCE REF. MK. 1 TO REF. MK. 3 IS 62.97 FT.  (19.193M)
 JC1543'
 JC1543'ANGLES WERE MEASURED TO A RADIO MAST, LOCATED ABOUT 1.5 MI. SW
 JC1543'AND OWNED BY THE US GOVT., FOR USE AS AN AZIMUTH MK.
 JC1543'
 JC1543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MI. E-NE
 JC1543'OF GASCONADE
 JC1543
 JC1543                          STATION RECOVERY (1970)
 JC1543
 JC1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JC1543'THE STATION MARK WAS RECOVERED AND THE PIPE WAS FOUND IN GOOD
 JC1543'CONDITION BUT THE CAST IRON CAP IS LOOSE ON THE TOP OF THE IRON
 JC1543'PIPE.  REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN GOOD
 JC1543'CONDITION, THE DISTANCE TO THE MARK FAILED TO CHECK BY 0.32 FEET,
 JC1543'THIS MARK IS DIFFICULT TO MEASURE DUE TO THE DIFFERENCE IN
 JC1543'ELEVATION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND
 JC1543'DESTROYED AND THE DISKS WERE GONE FROM THE CONCRETE POSTS.
 JC1543'NO OBJECTS WERE VISIBLE AT THE STATION SITE SO A NEW AZIMUTH
 JC1543'MARK WAS NOT SET.
 JC1543'
 JC1543'REFERENCE MARK NO. 3 WAS SET BY THE U.S. GEOLOGICAL SURVEY AND
 JC1543'ANGLE WAS OBSERVED TO THE MARK.
 JC1543'
 JC1543'FOLLOWING IS A NEW DESCRIPTION.
 JC1543'
 JC1543'TO REACH THE STATION FROM THE POST OFFICE IN HERMANN, GO WEST
 JC1543'ON EAST 4TH STREET FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAY
 JC1543'19.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 19 FOR 0.7 MILE
 JC1543'TO THE JUNCTION OF STATE HIGHWAY 100. TURN RIGHT AND GO
 JC1543'SOUTHWESTERLY ON STATE HIGHWAY 100 FOR 8.7 MILES TO A SIDE ROAD
 JC1543'ON THE RIGHT AT THE TOP OF A HIGH HILL.  TURN RIGHT AND GO
 JC1543'NORTHEAST ON A GRAVELED ROAD FOR 1.0 MILE TO THE JUNCTION OF A
 JC1543'PRIVATE GRAVEL ROAD ON THE LEFT NEAR FARM BUILDINGS.  TURN
 JC1543'LEFT AND GO NORTH AND NORTHEAST ON A PRIVATE DRIVEWAY FOR 0.45
 JC1543'MILE TO A FARMHOUSE ON THE RIGHT.  CONTINUE PAST FARMHOUSE
 JC1543'AND GO NORTHEAST ON A TRACK ROAD AND THEN OPEN FIELD FOR
 JC1543'0.25 MILE TO A GATE IN AN EAST-WEST FENCE.  PASS THROUGH THE
 JC1543'GATE AND GO NORTH THROUGH OPEN ARE ON A TRACK ROAD FOR
 JC1543'0.25 MILE TO TOP OF HILL AND THE STATION.
 JC1543'
 JC1543'STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION CAST IRON
 JC1543'CAP ON A 5-INCH DIAMETER PIPE WHICH PROJECTS 4 INCHES.  IT IS ON
 JC1543'THE HIGHEST POINT OF HILL, 27 FEET NORTH-NORTHWEST OF AN 8-INCH
 JC1543'ELM TREE, 26 FEET SOUTHEAST OF A LONE CEDAR TREE, AND 1 FOOT
 JC1543'WEST OF A METAL WITNESS POST.
 JC1543'
 JC1543'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FEY MRC NO. 1 1934,
 JC1543'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 JC1543'INCHES.  IT IS AT THE SLOPE AND AT THE TOP OF A VERY STEEP SLOPE
 JC1543'IN WOODED AREA, 7 FEET SOUTH OF AN OLD FENCE, AND 5.5 FEET EAST
 JC1543'OF AN 8-INCH ELM TREE.
 JC1543'
 JC1543'REFERENCE MARK NO. 3, IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 JC1543'STAMPED FEY MRC NO. 3 1934, CRIMPED ON A 10 FOOT LENGTH OF A
 JC1543'COPPER COATED ROD, DRIVEN FLUSH WITH THE GROUND AND SET IN A
 JC1543'6-INCH TILE FILLED WITH GRAVEL.  IT IS 7.5 FEET NORTH OF THE BASE
 JC1543'OF A CEDAR TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 JC1543'
 JC1543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 JC1543'SW OF HERMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0951 ***********************************************************************
 HE0951  DESIGNATION -  FIDELITY
 HE0951  PID         -  HE0951
 HE0951  STATE/COUNTY-  MO/JASPER
 HE0951  USGS QUAD   -  FIDELITY (1978)
 HE0951
 HE0951                         *CURRENT SURVEY CONTROL
 HE0951  ___________________________________________________________________
 HE0951* NAD 83(1997)-  37 04 44.05667(N)    094 20 20.20045(W)     ADJUSTED  
 HE0951* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 HE0951  ___________________________________________________________________
 HE0951  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 HE0951  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HE0951
 HE0951  HORZ ORDER  -  FIRST
 HE0951
 HE0951.The horizontal coordinates were established by classical geodetic methods
 HE0951.and adjusted by the National Geodetic Survey in February 2000..
 HE0951
 HE0951.The orthometric height was scaled from a topographic map.
 HE0951
 HE0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0951
 HE0951.The geoid height was determined by GEOID03.
 HE0951
 HE0951;                    North         East     Units Scale Factor Converg.
 HE0951;SPC MO W     -   101,237.768   864,320.149   MT  0.99994370   +0 05 49.6
 HE0951;UTM  15      - 4,104,464.086   380,986.208   MT  0.99977449   -0 48 26.5
 HE0951
 HE0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0951!SPC MO W     -   0.99995081  x   0.99994370  =   0.99989451
 HE0951!UTM  15      -   0.99995081  x   0.99977449  =   0.99972531
 HE0951
 HE0951:                Primary Azimuth Mark                     Grid Az
 HE0951:SPC MO W     -  AIRPORT BCN CARTHAGE MUN APT             017 36 28.2
 HE0951:UTM  15      -  AIRPORT BCN CARTHAGE MUN APT             018 30 44.3
 HE0951
 HE0951|---------------------------------------------------------------------|
 HE0951| PID    Reference Object                     Distance      Geod. Az  |
 HE0951|                                                           dddmmss.s |
 HE0951| HE0944 AIRPORT BCN CARTHAGE MUN APT        APPROX. 7.7 KM 0174217.8 |
 HE0951| GG0562 DIAMOND MUNICIPAL TANK              APPROX. 9.7 KM 1663454.7 |
 HE0951| CN6868 FIDELITY RM 1                        28.320 METERS 16946     |
 HE0951| CN6867 FIDELITY AZ MK                                     1855739.8 |
 HE0951| CN6869 FIDELITY RM 2                        23.028 METERS 21421     |
 HE0951|---------------------------------------------------------------------|
 HE0951
 HE0951                          SUPERSEDED SURVEY CONTROL
 HE0951
 HE0951  NAD 83(1997)-  37 04 44.05699(N)    094 20 20.20049(W) AD(       ) 1
 HE0951  NAD 83(1997)-  37 04 44.06463(N)    094 20 20.20323(W) AD(       ) 1
 HE0951  NAD 83(1986)-  37 04 44.07050(N)    094 20 20.19811(W) AD(       ) 1
 HE0951  NAD 27      -  37 04 43.84980(N)    094 20 19.40140(W) AD(       ) 1
 HE0951
 HE0951.Superseded values are not recommended for survey control.
 HE0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0951.See file dsdata.txt to determine how the superseded data were derived.
 HE0951
 HE0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8098604464(NAD 83)
 HE0951_MARKER: DS = TRIANGULATION STATION DISK
 HE0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0951
 HE0951  HISTORY     - Date     Condition        Report By
 HE0951  HISTORY     - 1959     MONUMENTED       CGS
 HE0951  HISTORY     - 1960     GOOD             CGS
 HE0951  HISTORY     - 1961     GOOD             MOHC
 HE0951  HISTORY     - 20060830 GOOD             GEOCAC
 HE0951
 HE0951                          STATION DESCRIPTION
 HE0951
 HE0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HE0951'THE STATION IS ABOUT 7 MILES EAST OF JOPLIN, ABOUT 5 MILES SOUTH
 HE0951'OF CARTHAGE, IN THE NORTHEAST 1/4 OF SEC. S R-31-W, T-28-N, AND
 HE0951'ON PROPERTY OWNED BY MR. CHARLES F. LITTLE.  IT IS 198 FEET
 HE0951'EAST OF THE INTERSECTION OF A DRIVEWAY AND A GRAVEL ROAD, 84
 HE0951'FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 75 FEET NORTHEAST
 HE0951'OF A WITNESS POST, 21 FEET SOUTH OF A FENCE AND 20 FEET
 HE0951'NORTHWEST OF THE NORTHWEST CORNER OF A PUMP HOUSE.  THE
 HE0951'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED FIDELITY
 HE0951'1959.
 HE0951'
 HE0951'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 166 AND
 HE0951'U.S. HIGHWAY ALT. 71 ABOUT 5 MILES SOUTH OF CARTHAGE, GO WEST
 HE0951'ON HIGHWAY 166 FOR 1.6 MILES TO A GRAVELED SIDE ROAD LEFT.
 HE0951'TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO
 HE0951'A DRIVEWAY ON THE LEFT AND THE STATION AS DESCRIBED.
 HE0951'
 HE0951'TO REACH THE AZIMUTH MARK, GO SOUTH ON THE GRAVELED ROAD FOR
 HE0951'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HE0951'
 HE0951'REFERENCE MARK 1 IS 16 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 HE0951'BARN, 3 FEET WEST OF THE WEST SIDE OF THE BARN.  THE MONUMENT
 HE0951'PROJECTS 2 INCHES AND THE DISK IS STAMPED FIDELITY NO 1 1959.
 HE0951'
 HE0951'REFERENCE MARK 2 IS 3 FEET EAST OF A FENCE AND 2 FEET EAST OF THE
 HE0951'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HE0951'FIDELITY NO 2 1959.
 HE0951'
 HE0951'THE AZIMUTH MARK IS 75 FEET EAST OF THE CENTERLINE OF THE
 HE0951'ROAD, 16 FEET EAST OF A 24 INCH ELM TREE, 2 FEET EAST OF A
 HE0951'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT
 HE0951'PROJECTS 3 INCHES AND THE DISK IS STAMPED FIDELITY 1959.
 HE0951'
 HE0951'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HE0951
 HE0951                          STATION RECOVERY (1960)
 HE0951
 HE0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0951'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HE0951'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HE0951'THE DIRECTIONS TO REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HE0951'AND THE AZIMUTH MARK WERE VERIFIED.  THE DISTANCE TO REFERENCE
 HE0951'MARK NO. 1 WAS VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 2
 HE0951'WAS FOUND TO BE .03 FOOT SHORTER THAN PREVIOUSLY MEASURED.
 HE0951'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 HE0951'NO. 2 WAS FOUND TO BE .02 FOOT SHORTER THAN PREVIOUSLY
 HE0951'MEASURED.
 HE0951'
 HE0951'THE DESCRIPTION IS ADEQUATE.
 HE0951'
 HE0951'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HE0951'
 HE0951'90 FT. TOWER WAS USED.
 HE0951
 HE0951                          STATION RECOVERY (1961)
 HE0951
 HE0951'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 HE0951'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED,
 HE0951'EXCEPT THAT STATION IS 84 FT, NOT 34 FT, NORTH OF BARN.
 HE0951
 HE0951                          STATION RECOVERY (2006)
 HE0951
 HE0951'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 HE0951'GEOCAC FIRST RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1276 ***********************************************************************
 HD1276  DESIGNATION -  FIELD
 HD1276  PID         -  HD1276
 HD1276  STATE/COUNTY-  MO/GREENE
 HD1276  USGS QUAD   -  GALLOWAY (1975)
 HD1276
 HD1276                         *CURRENT SURVEY CONTROL
 HD1276  ___________________________________________________________________
 HD1276* NAD 83(1997)-  37 14 59.45985(N)    093 14 41.99722(W)     ADJUSTED  
 HD1276* NAVD 88     -       406.0    (meters)    1332.     (feet)  GPS OBS   
 HD1276  ___________________________________________________________________
 HD1276  X           -    -287,758.069 (meters)                     COMP
 HD1276  Y           -  -5,075,406.665 (meters)                     COMP
 HD1276  Z           -   3,839,729.681 (meters)                     COMP
 HD1276  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 HD1276  ELLIP HEIGHT-         376.90  (meters)          (02/17/00) GPS OBS
 HD1276  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HD1276
 HD1276  HORZ ORDER  -  FIRST
 HD1276  ELLP ORDER  -  FOURTH    CLASS I
 HD1276
 HD1276.The horizontal coordinates were established by GPS observations
 HD1276.and adjusted by the National Geodetic Survey in February 2000..
 HD1276
 HD1276.The orthometric height was determined by GPS observations and a
 HD1276.high-resolution geoid model.
 HD1276
 HD1276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1276
 HD1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1276
 HD1276.The ellipsoidal height was determined by GPS observations
 HD1276.and is referenced to NAD 83.
 HD1276
 HD1276.The geoid height was determined by GEOID03.
 HD1276
 HD1276;                    North         East     Units Scale Factor Converg.
 HD1276;SPC MO C     -   157,439.174   433,907.884   MT  0.99998712   -0 27 03.4
 HD1276;UTM  15      - 4,122,617.742   478,272.448   MT  0.99960582   -0 08 53.9
 HD1276
 HD1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1276!SPC MO C     -   0.99994086  x   0.99998712  =   0.99992798
 HD1276!UTM  15      -   0.99994086  x   0.99960582  =   0.99954670
 HD1276
 HD1276|---------------------------------------------------------------------|
 HD1276| PID    Reference Object                     Distance      Geod. Az  |
 HD1276|                                                           dddmmss.s |
 HD1276| CN6871 FIELD RM 1                           13.527 METERS 09153     |
 HD1276| HD1274 SPRINGFIELD TV STA KTTS TOWER       APPROX. 2.9 KM 1743313.4 |
 HD1276| CN6870 FIELD AZ MK                                        2700200.1 |
 HD1276| CN6872 FIELD RM 2                           12.456 METERS 27142     |
 HD1276|---------------------------------------------------------------------|
 HD1276
 HD1276                          SUPERSEDED SURVEY CONTROL
 HD1276
 HD1276  NAD 83(1997)-  37 14 59.46002(N)    093 14 41.99714(W) AD(       ) 1
 HD1276  NAD 83(1986)-  37 14 59.47281(N)    093 14 41.99755(W) AD(       ) 1
 HD1276  NAD 83(1986)-  37 14 59.47239(N)    093 14 41.99808(W) AD(       ) 3
 HD1276  NAD 27      -  37 14 59.29850(N)    093 14 41.32280(W) AD(       ) 3
 HD1276
 HD1276.Superseded values are not recommended for survey control.
 HD1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1276.See file dsdata.txt to determine how the superseded data were derived.
 HD1276
 HD1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7827222618(NAD 83)
 HD1276_MARKER: DS = TRIANGULATION STATION DISK
 HD1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1276_STAMPING: FIELD 1960
 HD1276_MARK LOGO: CGS   
 HD1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1276+STABILITY: SURFACE MOTION
 HD1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1276+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 HD1276
 HD1276  HISTORY     - Date     Condition        Report By
 HD1276  HISTORY     - 1960     MONUMENTED       CGS
 HD1276  HISTORY     - 19960823 GOOD             MODNR
 HD1276  HISTORY     - 20040604 GOOD             GEOCAC
 HD1276
 HD1276                          STATION DESCRIPTION
 HD1276
 HD1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1276'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF THE CENTER OF
 HD1276'SPRINGFIELD, 1 MILE EAST OF THE JUNCTION OF U.S. HIGHWAYS 65
 HD1276'AND 66 AND INTERSTATE HIGHWAY 44, ON THE SOUTH RIGHT-OF-WAY OF
 HD1276'HIGHWAY 66.
 HD1276'
 HD1276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 65,
 HD1276'66 AND 166 AT THE NORTHEAST SIDE OF SPRINGFIELD, GO NORTH ON
 HD1276'HIGHWAYS 65 AND 66 FOR 0.45 MILE.  BEAR RIGHT AND GO EAST ON
 HD1276'HIGHWAY 66 AND INTERSTATE HIGHWAY 44 FOR 0.75 MILE TO THE AZIMUTH
 HD1276'MARK ON THE RIGHT.  CONTINUE EAST ON HIGHWAYS 66 AND 44 FOR
 HD1276'0.25 MILE TO THE STATION ON THE RIGHT 118 FEET SOUTH OF THE
 HD1276'PAINTED CENTER LINE OF THE EASTBOUND LANE OF HIGHWAYS 66 AND
 HD1276'44.
 HD1276'
 HD1276'STATION MARKS ARE STANDARD DISKS STAMPED FIELD 1960.  THE SURFACE
 HD1276'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HD1276'THE GROUND.  IT IS 132 FEET EAST OF A METAL RIGHT-OF-WAY
 HD1276'POST, 61 FEET SOUTH OF A CUT BANK AND 4.5 FEET SOUTH OF A METAL
 HD1276'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 HD1276'OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 HD1276'
 HD1276'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FIELD NO 1 1960,
 HD1276'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HD1276'GROUND.  IT IS 61 FEET SOUTH OF THE CUT BANK AND 43.8 FEET EAST
 HD1276'OF THE METAL WITNESS POST.
 HD1276'
 HD1276'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FIELD NO 2 1960,
 HD1276'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HD1276'GROUND.  IT IS91 FEET EAST OF THE METAL RIGHT-OF-WAY MARKER, 61
 HD1276'FEET SOUTH OF THE CUT BANK AND 42 FEET WEST OF THE METAL WITNESS
 HD1276'POST.
 HD1276'
 HD1276'AZIMUTH MARK, A STANDARD DISK STAMPED FIELD 1960, IS SET IN A
 HD1276'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 117 FEET
 HD1276'SOUTH OF THE PAINTED CENTER LINE OF THE EASTBOUND LANE OF
 HD1276'HIGHWAYS 66 AND 44, 2 FEET NORTH OF A FENCE CORNER BRACE POST
 HD1276'AND 1.5 FEET EAST OF A METAL WITNESS POST.
 HD1276'
 HD1276'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HD1276
 HD1276                          STATION RECOVERY (1996)
 HD1276
 HD1276'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 HD1276'THE STATION WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT
 HD1276'BE FOUND SO A NEW AZIMUTH MARK, -FIELD NO 2 1991-, WAS ESTABLISHED.
 HD1276'THE STATION IS LOCATED IN THE NORTHEAST PART OF SPRINGFIELD IN THE
 HD1276'SOUTH RIGHT-OF-WAY OF INTERSTATE 44 ABOUT 1.0 MI (1.6 KM) EAST OF THE
 HD1276'GLENSTONE EXIT.  THE STATION IS A CGS TRIANGULATION DISK STAMPED
 HD1276'-FIELD 1960- SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND
 HD1276'SURFACE.  THE STATION IS 153.3 FT (46.7 M) NORTHWEST OF THE NORTHWEST
 HD1276'CORNER OF THE RAWLINGS PLANT, 49.0 FT (14.9 M) NORTHEAST OF THE
 HD1276'SOUTHERNMOST POST OF A BILLBOARD SIGN, 25.5 FT (7.8 M) NORTHEAST OF
 HD1276'THE NORTHERNMOST POST OF THE BILLBOARD SIGN, 40.9 FT (12.5 M) EAST OF
 HD1276'RM 2, 44.4 FT (13.5 M) WEST OF RM 1, 118 FT (36.0 M) SOUTH OF THE
 HD1276'CENTERLINE OF THE EASTBOUND LANE OF I-44, AND 3.5 FT (1.1 M) SOUTH OF
 HD1276'A STEEL SIGN POST. THE AZIMUTH MARK STAMPED -FIELD NO 2 1991- IS
 HD1276'LOCATED IN THE NORTH RIGHT-OF-WAY OF I-44 ABOUT 0.5 MI (0.8 KM) WEST
 HD1276'OF THE STATION.  THE MARK IS A STANDARD MODNR GRS DISK SET IN A DRILL
 HD1276'HOLE IN A LIMESTONE OUTCROP 68.3 FT (20.8 M) SOUTH OF THE CENTERLINE
 HD1276'OF THE NORTH SERVICE ROAD, 92 FT (28.0 M) NORTH OF THE NORTH EDGE OF
 HD1276'THE WESTBOUND LANE OF I-44, AND 101.3 FT (30.9 M) SOUTHEAST OF A NAIL
 HD1276'AND SHINER IN A UTILITY POLE. TO REACH THE STATION FROM THE GLENSTONE
 HD1276'EXIT OF INTERSTATE 44 IN THE NORTHEAST PART OF SPRINGFIELD, GO EAST ON
 HD1276'I-44 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT AT THE RAWLINGS
 HD1276'PLANT. TO REACH THE AZIMUTH MARK FROM THE GLENSTONE EXIT OF I-44, GO
 HD1276'NORTH ON GLENSTONE FOR 0.3 MI (0.5 KM) TO A STOP LIGHT AT MC CERON
 HD1276'STREET. TURN RIGHT ON MC CERON STREET AND GO APPROXIMATELY 100 FT
 HD1276'(30.5 M) TO THE INTERSECTION WITH THE NORTH SERVICE ROAD.  TURN RIGHT
 HD1276'ONTO THE SERVICE ROAD AND GO SOUTH AND EAST FOR 0.57 MI (0.92 KM) TO
 HD1276'THE MARK ON THE RIGHT AS DESCRIBED. DATE OF REPORT 08-23-1996
 HD1276
 HD1276                          STATION RECOVERY (2004)
 HD1276
 HD1276'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 HD1276'STATION,RFERENCE MARKS 1 AND 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0960 ***********************************************************************
 GE0960  DESIGNATION -  FIELDS
 GE0960  PID         -  GE0960
 GE0960  STATE/COUNTY-  MO/BUTLER
 GE0960  USGS QUAD   -  ROMBAUER (1966)
 GE0960
 GE0960                         *CURRENT SURVEY CONTROL
 GE0960  ___________________________________________________________________
 GE0960* NAD 83(1997)-  36 45 54.81469(N)    090 19 20.18401(W)     ADJUSTED  
 GE0960* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 GE0960  ___________________________________________________________________
 GE0960  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 GE0960  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GE0960
 GE0960  HORZ ORDER  -  THIRD
 GE0960
 GE0960.This mark is at Poplar Bluff Municipal Airport (POF)
 GE0960
 GE0960.The horizontal coordinates were established by classical geodetic methods
 GE0960.and adjusted by the National Geodetic Survey in February 2000..
 GE0960
 GE0960.The orthometric height was scaled from a topographic map.
 GE0960
 GE0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0960
 GE0960.The geoid height was determined by GEOID03.
 GE0960
 GE0960;                    North         East     Units Scale Factor Converg.
 GE0960;SPC MO E     -   103,414.934   265,867.202   MT  0.99993643   +0 06 23.0
 GE0960;UTM  15      - 4,072,172.947   739,008.983   MT  1.00030383   +1 36 12.5
 GE0960
 GE0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0960!SPC MO E     -   0.99998919  x   0.99993643  =   0.99992562
 GE0960!UTM  15      -   0.99998919  x   1.00030383  =   1.00029302
 GE0960
 GE0960|---------------------------------------------------------------------|
 GE0960| PID    Reference Object                     Distance      Geod. Az  |
 GE0960|                                                           dddmmss.s |
 GE0960| GE0961 APT BN P B MEM APT FIELDS RM 1       23.129 METERS 10828     |
 GE0960| CI4441 FIELDS RM 2                          35.905 METERS 26304     |
 GE0960| CI4440 FIELDS AZ MK                                       2685256.1 |
 GE0960|---------------------------------------------------------------------|
 GE0960
 GE0960                          SUPERSEDED SURVEY CONTROL
 GE0960
 GE0960  NAD 83(1997)-  36 45 54.81661(N)    090 19 20.18461(W) AD(       ) 3
 GE0960  NAD 83(1997)-  36 45 54.82062(N)    090 19 20.18463(W) AD(       ) 3
 GE0960  NAD 83(1986)-  36 45 54.82394(N)    090 19 20.18428(W) AD(       ) 3
 GE0960  NAD 27      -  36 45 54.63320(N)    090 19 19.80050(W) AD(       ) 3
 GE0960
 GE0960.Superseded values are not recommended for survey control.
 GE0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0960.See file dsdata.txt to determine how the superseded data were derived.
 GE0960
 GE0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3900972173(NAD 83)
 GE0960_MARKER: DS = TRIANGULATION STATION DISK
 GE0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0960
 GE0960  HISTORY     - Date     Condition        Report By
 GE0960  HISTORY     - 1957     MONUMENTED       CGS
 GE0960
 GE0960                          STATION DESCRIPTION
 GE0960
 GE0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE0960'THE STATION IS ABOUT 4 MILES EAST OF POPLAR BLUFF, IN THE
 GE0960'SOUTHEAST CORNER OF THE AIRPORT GROUNDS AND ADJACENT TO THE
 GE0960'AIRPORT BEACON, IN SECTION 32, T 25 N, 4 7 E.
 GE0960'
 GE0960'TO REACH THE STATION FROM THE COURTHOUSE IN POPLAR BLUFF,
 GE0960'GO EAST ON U.S. HIGHWAY 60 FOR 3.35 MILES TO THE AZIMUTH MARK
 GE0960'AND COUNTY ROAD AA, CONTINUE EAST ON THE HIGHWAY FOR 0.65
 GE0960'MILE TO THE STATION AND THE AIRPORT BEACON ON THE LEFT.
 GE0960'
 GE0960'THE STATION MARKS ARE STANDARD DISKS, STAMPED FIELDS 1957.
 GE0960'THE SURFACE MARK IS SET IN THE TOP OF A 10-INCH SQUARE
 GE0960'CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 159 FEET NORTH
 GE0960'OF THE CENTER OF U.S. HIGHWAY 60, 153 FEET EAST OF THE CENTER
 GE0960'OF A GRAVELED ROAD LEADING TO THE AIRPORT, 120 FEET NORTHWEST
 GE0960'OF A TRANSFORMER POLE, 67 FEET WEST OF THE NORTHWEST LEG OF
 GE0960'THE BEACON, 31 FEET NORTHEAST OF A POWERLINE POLE AND 20
 GE0960'FEET SOUTH OF A FENCE CORNER.  A WHITE WITNESS POST WAS SET
 GE0960'2 FEET NORTH OF THE STATION.  THE UNDERGROUND MARK IS SET
 GE0960'IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND
 GE0960'SURFACE.
 GE0960'
 GE0960'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, FIELDS NO 1
 GE0960'1957, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 GE0960'PROJECTS 6 INCHES.  IT IS SET IN THE DETERMINED CENTER OF
 GE0960'THE BASE OF THE BEACON AND IT IS 138 FEET NORTH OF THE CENTER
 GE0960'OF THE HIGHWAY AND 44 FEET NORTHWEST OF THE TRANSFORMER POLE.
 GE0960'
 GE0960'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF A
 GE0960'10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 GE0960'182 FEET SOUTHWEST OF NORTHWEST LEG OF THE BEACON 141 FEET
 GE0960'NORTH OF THE CENTER OF THE HIGHWAY, 39 FEET EAST OF THE
 GE0960'CENTER OF THE GRAVELED ROAD LEADING TO THE AIRPORT AND 3
 GE0960'FEET EAST OF A POWERLINE POLE.  STAMPED FIELDS NO 2 1957.
 GE0960'
 GE0960'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIELDS 1957,
 GE0960'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 GE0960'4 INCHES.  IT IS 201 FEET NORTHWEST OF THE NORTHWEST CORNER
 GE0960'OF A STORE AND SERVICE STATION, 75 FEET SOUTHWEST OF THE
 GE0960'CENTER OF A CROSSROADS, 37.4 FEET SOUTHEAST OF A POWERLINE
 GE0960'POLE AND 52 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 60
 GE0960'AND 67 FEET WEST OF THE CENTER COUNTY ROAD AA.  A WHITE
 GE0960'WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
 GE0960'
 GE0960'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1401 ***********************************************************************
 HD1401  DESIGNATION -  FILLEY
 HD1401  PID         -  HD1401
 HD1401  STATE/COUNTY-  MO/CEDAR
 HD1401  USGS QUAD   -  WAGONER (1956)
 HD1401
 HD1401                         *CURRENT SURVEY CONTROL
 HD1401  ___________________________________________________________________
 HD1401* NAD 83(1997)-  37 42 58.42866(N)    093 56 16.93846(W)     ADJUSTED  
 HD1401* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 HD1401  ___________________________________________________________________
 HD1401  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 HD1401  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HD1401
 HD1401  HORZ ORDER  -  FIRST
 HD1401
 HD1401.The horizontal coordinates were established by classical geodetic methods
 HD1401.and adjusted by the National Geodetic Survey in February 2000..
 HD1401
 HD1401.The orthometric height was scaled from a topographic map.
 HD1401
 HD1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1401
 HD1401.The geoid height was determined by GEOID03.
 HD1401
 HD1401;                    North         East     Units Scale Factor Converg.
 HD1401;SPC MO W     -   172,103.761   899,545.340   MT  0.99997140   +0 20 37.6
 HD1401;UTM  15      - 4,174,744.965   417,325.453   MT  0.99968419   -0 34 26.0
 HD1401
 HD1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1401!SPC MO W     -   0.99995620  x   0.99997140  =   0.99992760
 HD1401!UTM  15      -   0.99995620  x   0.99968419  =   0.99964041
 HD1401
 HD1401|---------------------------------------------------------------------|
 HD1401| PID    Reference Object                     Distance      Geod. Az  |
 HD1401|                                                           dddmmss.s |
 HD1401| CN6874 FILLEY RM 1                          30.391 METERS 02803     |
 HD1401| HD1371 GREENFIELD MUNICIPAL TANK           APPROX.34.6 KM 1653545.0 |
 HD1401| CN6873 FILLEY AZ MK                                       1795850.5 |
 HD1401| HD1379 LOCKWOOD MUNICIPAL TANK             APPROX.36.7 KM 1815933.9 |
 HD1401| CN6875 FILLEY RM 2                          38.932 METERS 27036     |
 HD1401|---------------------------------------------------------------------|
 HD1401
 HD1401                          SUPERSEDED SURVEY CONTROL
 HD1401
 HD1401  NAD 83(1997)-  37 42 58.42951(N)    093 56 16.93865(W) AD(       ) 1
 HD1401  NAD 83(1997)-  37 42 58.43843(N)    093 56 16.93840(W) AD(       ) 1
 HD1401  NAD 83(1986)-  37 42 58.43964(N)    093 56 16.93660(W) AD(       ) 1
 HD1401  NAD 27      -  37 42 58.29510(N)    093 56 16.16450(W) AD(       ) 1
 HD1401
 HD1401.Superseded values are not recommended for survey control.
 HD1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1401.See file dsdata.txt to determine how the superseded data were derived.
 HD1401
 HD1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1732574745(NAD 83)
 HD1401_MARKER: DS = TRIANGULATION STATION DISK
 HD1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1401
 HD1401  HISTORY     - Date     Condition        Report By
 HD1401  HISTORY     - 1939     MONUMENTED       CGS
 HD1401  HISTORY     - 1948     GOOD             CGS
 HD1401  HISTORY     - 1962     GOOD             CGS
 HD1401
 HD1401                          STATION DESCRIPTION
 HD1401
 HD1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1401'ABOUT 8 MILES WEST AND 1.0 MILE NORTH OF STOCKTON, 3 MILES
 HD1401'SOUTH AND 1.0 MILE EAST OF FILLEY, ON THE HIGHEST POINT OF A
 HD1401'FLAT-TOPPED TIMBERED RIDGE IN THE SOUTHWEST QUARTER OF SEC. 6, T.
 HD1401'34 N., R. 27 W., 210 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 HD1401'CORNER OF A SMALL WOODEN HOUSE AND 63 FEET WEST OF THE CENTER
 HD1401'LINE OF THE NORTH-SOUTH ROAD.  SURFACE MARK IS STAMPED FILLEY
 HD1401'1939 AND PROJECTS 5 INCHES ABOVE GROUND.
 HD1401'
 HD1401'TO REACH FROM FILLEY, GO EAST AND SOUTH 2.9 MILES ON STATE
 HD1401'HIGHWAY 64 TO WHERE HIGHWAY TURNS EAST, CONTINUE STRAIGHT
 HD1401'AHEAD 0.75 MILE ON A GRADED ROAD TO A T-ROAD RIGHT, TURN RIGHT
 HD1401'(WEST) ON THE T-ROAD AND GO 0.75 MILE TO A CROSS ROAD, HERE
 HD1401'TURN LEFT (SOUTH) AND GO 0.1 MILE TO THE STATION.
 HD1401'
 HD1401'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HD1401'BRONZE DISKS SET IN CONCRETE.
 HD1401'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH
 HD1401'WHITE WOODEN POSTS PROJECTING APPROXIMATELY 2-1/2 FEET ABOVE
 HD1401'GROUND.
 HD1401'
 HD1401'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION, 19
 HD1401'FEET WEST OF THE CENTER LINE OF THE ROAD, IS STAMPED FILLEY NO.
 HD1401'1, 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 HD1401'
 HD1401'REFERENCE MARK NO. 2 IS WEST OF STATION, AT THE EAST EDGE OF
 HD1401'A CLEARING, IS STAMPED FILLEY NO. 2, 1939 AND PROJECTS 6 INCHES
 HD1401'ABOVE GROUND.
 HD1401'
 HD1401'AZIMUTH MARK IS SOUTH OF THE STATION IN THE WEST RIGHT-OF-WAY
 HD1401'FENCE LINE, 19 FEET EAST OF THE CENTER LINE OF THE ROAD, IS
 HD1401'STAMPED FILLEY 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 HD1401'
 HD1401'A 77-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 HD1401'
 HD1401'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HD1401
 HD1401                          STATION RECOVERY (1948)
 HD1401
 HD1401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HD1401'THE STATION, AZIMUTH MARK AND
 HD1401'REFERENCE MARKS NOS 1 AND 2, NOTES 11A RECOVERED AND FOUND
 HD1401'IN GOOD CONDITION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 HD1401'
 HD1401'THE STATION IS LOCATED ABOUT 8.0 MILES WEST AND 1.0 MILE NORTH
 HD1401'OF STOCKTON, 3.0 MILES SOUTH AND 1.0 MILE EAST OF FILLEY ON
 HD1401'THE HIGHEST POINT OF A FLAT TOPPED TIMBERED RIDGE AND ON LAND
 HD1401'OWNED BY MRS. L.M. SANDIDGE WHO LIVES ABOUT 0.5 MILE EAST OF THE
 HD1401'STATION.  IT IS 66 FEET WEST OF THE CENTER OF GRADED NORTH-SOUTH
 HD1401'ROAD AND 47 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 HD1401'FILLEY 1939 AND PROJECTS 4 INCHES.
 HD1401'
 HD1401'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 20
 HD1401'FEET WEST OF THE CENTER OF GRADED NORTH-SOUTH ROAD AND 1 FOOT
 HD1401'WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED FILLEY NO 1 1939
 HD1401'AND PROJECTS 6 INCHES.
 HD1401'
 HD1401'REFERENCE MARK NO 2 IS WEST OF THE STATION, 10 FEET WEST OF
 HD1401'THE CENTER OF TRACK ROAD ON WEST SIDE OF CLEARING AND 3 FEET EAST
 HD1401'OF WITNESS POST.  IT IS STAMPED FILLEY NO 2 1939 AND PROJECTS
 HD1401'4 INCHES.
 HD1401'
 HD1401'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION, 20 FEET
 HD1401'WEST OF THE CENTER OF GRADED NORTH-SOUTH ROAD AND 1 FOOT WEST
 HD1401'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED FILLEY 1939 AND PROJECTS
 HD1401'6 INCHES.  TO REACH FROM THE STATION, GO SOUTH ON GRADED ROAD
 HD1401'FOR 0.3 MILE TO THE MARK ON THE WEST SIDE OF ROAD AND FENCE LINE
 HD1401'AS DESCRIBED.
 HD1401'
 HD1401'TO REACH THE STATION FROM FILLEY, GO EAST AND SOUTH ON STATE
 HD1401'ROUTE 64 FOR 2.9 MILES TO WHERE NO 64 TURNS EAST AND DIRT ROAD
 HD1401'CONTINUES STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD SOUTH ON DIRT
 HD1401'ROAD FOR 0.75 MILES TO SIDE ROAD RIGHT, TURN RIGHT AND GO WEST FOR
 HD1401'0.75 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON GRADED
 HD1401'ROAD FOR 0.1 MILE TO GATE IN FENCE LINE ON THE RIGHT, PASS
 HD1401'THROUGH GATE AND GO SOUTH TO HIGH POINT OF RIDGE AND STATION AS
 HD1401'DESCRIBED.
 HD1401'
 HD1401'OBSERVATIONS MADE FROM A 90 FOOT TOWER.
 HD1401'
 HD1401'A 74 FOOT SIGNAL AT STATION BEVER 1939 IS VISIBLE AT 64 FEET
 HD1401'
 HD1401'A 74 FOOT SIGNAL AT STATION EL DORADO IS VISIBLE AT 64 FEET
 HD1401'
 HD1401'AN 87 FOOT SIGNAL AT STATION MET IS VISIBLE AT 64 FEET
 HD1401'
 HD1401'A 74 FOOT SIGNAL AT STATION LOGAN IS VISIBLE AT 64 FEET
 HD1401'
 HD1401'A 74 FOOT SIGNAL AT STATION HOLMAN IS VISIBLE AT 64 FEET
 HD1401'
 HD1401'AN 87 FOOT SIGNAL AT STATION STOCKTON 1939 IS VISIBLE AT 64
 HD1401'FEET
 HD1401
 HD1401                          STATION RECOVERY (1962)
 HD1401
 HD1401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PB)
 HD1401'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HD1401'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT STATE
 HD1401'HIGHWAY 64 IS NOW STATE HIGHWAY 32.
 HD1401'
 HD1401'NEW WITNESS POSTS WERE SET AT THE STATION AND THE AZIMUTH MARK.
 HD1401'MEASUREMENTS FROM THE NEW WITNESS POSTS FOLLOW-
 HD1401'
 HD1401'THE STATION MARK IS 5.9 FEET SOUTHWEST OF THE WITNESS POST.
 HD1401'
 HD1401'REFERENCE MARK NO. 1 IS 93.8 FEET NORTHEAST OF THE WITNESS POST.
 HD1401'
 HD1401'REFERENCE MARK NO. 2 IS 129.5 FEET WEST OF THE WITNESS POST.
 HD1401'
 HD1401'THE AZIMUTH MARK IS 1.7 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2696 ***********************************************************************
 JD2696  DESIGNATION -  FINEY
 JD2696  PID         -  JD2696
 JD2696  STATE/COUNTY-  MO/BENTON
 JD2696  USGS QUAD   -  WARSAW WEST (1982)
 JD2696
 JD2696                         *CURRENT SURVEY CONTROL
 JD2696  ___________________________________________________________________
 JD2696* NAD 83(1997)-  38 14 18.26949(N)    093 29 41.59637(W)     ADJUSTED  
 JD2696* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 JD2696  ___________________________________________________________________
 JD2696  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 JD2696  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JD2696
 JD2696  HORZ ORDER  -  SECOND
 JD2696
 JD2696.The horizontal coordinates were established by classical geodetic methods
 JD2696.and adjusted by the National Geodetic Survey in February 2000..
 JD2696
 JD2696.The orthometric height was scaled from a topographic map.
 JD2696
 JD2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2696
 JD2696.The geoid height was determined by GEOID03.
 JD2696
 JD2696;                    North         East     Units Scale Factor Converg.
 JD2696;SPC MO C     -   267,361.513   412,904.974   MT  1.00002672   -0 36 56.9
 JD2696;SPC MO W     -   230,389.122   937,990.794   MT  1.00003649   +0 37 19.7
 JD2696;UTM  15      - 4,232,383.209   456,691.080   MT  0.99962310   -0 18 22.7
 JD2696
 JD2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2696!SPC MO C     -   0.99996109  x   1.00002672  =   0.99998781
 JD2696!SPC MO W     -   0.99996109  x   1.00003649  =   0.99999758
 JD2696!UTM  15      -   0.99996109  x   0.99962310  =   0.99958420
 JD2696
 JD2696|---------------------------------------------------------------------|
 JD2696| PID    Reference Object                     Distance      Geod. Az  |
 JD2696|                                                           dddmmss.s |
 JD2696| JD1323 S 35                                 13.414 METERS 11936     |
 JD2696| AI9046 FINEY RM 2                           22.586 METERS 20939     |
 JD2696| CN6876 FINEY AZ MK                                        2861817.6 |
 JD2696| JD2708 COAL                                APPROX.17.5 KM 3013028.0 |
 JD2696|---------------------------------------------------------------------|
 JD2696
 JD2696                          SUPERSEDED SURVEY CONTROL
 JD2696
 JD2696  NAD 83(1997)-  38 14 18.27442(N)    093 29 41.59599(W) AD(       ) 2
 JD2696  NAD 83(1997)-  38 14 18.27935(N)    093 29 41.59507(W) AD(       ) 2
 JD2696  NAD 83(1986)-  38 14 18.27934(N)    093 29 41.59542(W) AD(       ) 2
 JD2696  NAD 27      -  38 14 18.19000(N)    093 29 40.85000(W) AD(       ) 2
 JD2696
 JD2696.Superseded values are not recommended for survey control.
 JD2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2696.See file dsdata.txt to determine how the superseded data were derived.
 JD2696
 JD2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC5669132383(NAD 83)
 JD2696_MARKER: DS = TRIANGULATION STATION DISK
 JD2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2696_STAMPING: FINEY 1948
 JD2696_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JD2696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2696+STABILITY: SURFACE MOTION
 JD2696
 JD2696  HISTORY     - Date     Condition        Report By
 JD2696  HISTORY     - 1948     MONUMENTED       CGS
 JD2696  HISTORY     - 1956     GOOD             CGS
 JD2696  HISTORY     - 1963     GOOD             CGS
 JD2696  HISTORY     - 1977     GOOD             LOCENG
 JD2696  HISTORY     - 1980     GOOD             NGS
 JD2696  HISTORY     - 19800101 GOOD             NGS
 JD2696
 JD2696                          STATION DESCRIPTION
 JD2696
 JD2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2696'THE STATION IS LOCATED ABOUT 6.5 MILES WEST OF WARSAW AND 1.5
 JD2696'MILES EAST OF THE BENTON-HENRY COUNTY LINE, ON THE NORTH
 JD2696'RIGHT-OF-WAY OF A COUNTY ROAD.  IT IS 60 FEET WEST OF THE CENTER
 JD2696'OF NORTH-SOUTH SIDE ROAD, 44 FEET WEST OF TRIANGULAR BLAZED
 JD2696'2 FOOT OAK TREE, 33 FEET NORTH OF THE CENTER OF EAST-WEST COUNTY
 JD2696'ROAD, 12 FEET SOUTH OF FENCE LINE AND 6 FEET SOUTH OF WITNESS
 JD2696'POST.  IT IS STAMPED FINEY 1948 AND PROJECTS 2 INCHES.
 JD2696'
 JD2696'THE U.S.C. AND G. SURVEY BENCH MARK S 35 WAS USED AS REFERENCE
 JD2696'MARK NO. 1.  IT IS EAST-SOUTHEAST OF THE STATION, 23 FEET SOUTH
 JD2696'OF THE TRIANGULAR BLAZED 2 FOOT OAK TREE, 16 FEET WEST OF THE
 JD2696'CENTER OF NORTH-SOUTH SIDE ROAD, 29 FEET NORTH OF THE CENTER OF
 JD2696'EAST-WEST ROAD AND 1.5 FEET EAST OF WITNESS POST.  IT IS STAMPED
 JD2696'S 35 1934 AND PROJECTS 4 INCHES.
 JD2696'
 JD2696'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET IN THE
 JD2696'WOODS, 41 FEET SOUTH OF THE CENTER OF THE EAST-WEST COUNTY ROAD.
 JD2696'IT IS STAMPED FINEY NO 2 1948 AND PROJECTS 4 INCHES.
 JD2696'
 JD2696'THE AZIMUTH MARK IS ABOUT 0.25 MILE WEST-NORTHWEST OF THE STATION,
 JD2696'35 FEET NORTH OF THE CENTER OF THE COUNTY ROAD AND 1 FOOT SOUTH
 JD2696'OF FENCE LINE.  IT IS STAMPED FINEY 1948 AND PROJECTS 6 INCHES.
 JD2696'TO REACH FROM THE STATION, GO WEST ON COUNTY ROAD FOR 0.25 MILE TO
 JD2696'THE MARK ON THE NORTH SIDE AS DESCRIBED.
 JD2696'
 JD2696'TO REACH THE STATION FROM THE COURT HOUSE IN WARSAW, GO WEST ON
 JD2696'STATE HIGHWAY 35 FOR 5.1 MILES TO FORK WHERE HIGHWAY CURVES TO
 JD2696'THE RIGHT AND A LARGE SIGN SUMMER CAMP IN V OF THE Y, CONTINUE
 JD2696'STRAIGHT AHEAD WEST ON GRAVELED ROAD FOR 2.0 MILES TO SIDE ROAD
 JD2696'RIGHT AND TRIANGULAR BLAZED OAK TREE AT FENCE CORNER AND STATION
 JD2696'JUST WEST AS DESCRIBED.
 JD2696'
 JD2696'AN 87 FOOT SIGNAL AT STATION COAL IS VISIBLE AT 50 FEET.
 JD2696'
 JD2696'AN 87 FOOT SIGNAL AT STATION GRAND IS VISIBLE AT 50 FEET.
 JD2696'
 JD2696'AN 87 FOOT SIGNAL AT STATION LINCOLN IS VISIBLE AT 50 FEET.
 JD2696'
 JD2696'A 74 FOOT SIGNAL AT STATION SAW IS VISIBLE AT 50 FEET.
 JD2696'
 JD2696'A 74 FOOT SIGNAL AT STATION BLUE IS VISIBLE AT 50 FEET.
 JD2696'
 JD2696'A 100 FOOT SIGNAL AT STATION SORY 1928 IS VISIBLE AT 50 FEET.
 JD2696'
 JD2696'AN 87 FOOT SIGNAL AT STATION ICONIUM 1947 IS VISIBLE AT 37 FEET.
 JD2696'
 JD2696'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JD2696
 JD2696                          STATION RECOVERY (1956)
 JD2696
 JD2696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 JD2696'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JD2696'GOOD CONDITION.  THE DESCRIPTION AS WRITTEN BY R.L.E. IN 1948
 JD2696'IS ADEQUATE.  THE COUNTY ROAD WHICH PASSES TO THE SOUTH OF THE
 JD2696'STATION HAS BEEN REBUILT AND IS DESIGNATED AS COUNTY ROAD Z, NOW.
 JD2696
 JD2696                          STATION RECOVERY (1963)
 JD2696
 JD2696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 JD2696'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 JD2696'A NEW TO REACH FOLLOWS.
 JD2696'
 JD2696'TO REACH FROM THE WEST CORNER OF THE COURTHOUSE SQUARE IN WARSAW,
 JD2696'GO WESTERLY ON STATE HIGHWAY 7 FOR 0.5 MILE TO BRIDGE OVER THE LAKE
 JD2696'OF THE OZARKS.  CONTINUE WESTERLY ON STATE HIGHWAY 7 FOR 1.95 MILES
 JD2696'TO THE BRIDGE OVER THE OSAGE RIVER.  CONTINUE WEST ON STATE
 JD2696'HIGHWAY 7 FOR 2.65 MILES TO THE JUNCTION OF STATE HIGHWAY 7 AND
 JD2696'COUNTY ROUTE Z.  KEEP LEFT AND CONTINUE WEST ON COUNTY ROUTE Z
 JD2696'FOR 1.95 MILES TO SIDE ROAD RIGHT AND STATION.
 JD2696
 JD2696                          STATION RECOVERY (1977)
 JD2696
 JD2696'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (BRS)
 JD2696'TRIANGULATION STATION FINEY 1948 GOOD-NEED WITNESS POST AND NEW
 JD2696'AZIM. MARK WHICH HAS BEEN DESTROYED.
 JD2696'
 JD2696'3/4 MILE WEST OF BENTON COUNTY LINE IN HENRY CO. ALONG NORTH
 JD2696'R/W OF HWY Z AT FINEY CHURCH-
 JD2696
 JD2696                          STATION RECOVERY (1980)
 JD2696
 JD2696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JD2696'THE SURFACE STATION MARK, BENCH MARK S 35 AND REFERENCE MARK 2 WERE
 JD2696'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  A
 JD2696'NEW AZIMUTH MARK HAS BEEN ESTABLISHED.  THE ANGLE BETWEEN THE
 JD2696'REFERENCE MARKS WAS 1 MINUTE, 12 SECONDS LARGER THAN 1948 DATA.  THE
 JD2696'DISTANCE TO THE BENCH MARK WAS 0.001 METER LONGER AND TO REFERENCE
 JD2696'MARK 2 WAS 0.003 METER LONGER.  DUE TO CHANGES A NEW DESCRIPTION
 JD2696'FOLLOWS.
 JD2696'
 JD2696'THE STATION IS ABOUT 6-1/2 MILES WEST OF WARSAW, 1-1/2 MILES EAST OF
 JD2696'THE BENTON/HENRY COUNTY LINE AND ON THE NORTH RIGHT-OF-WAY OF STATE
 JD2696'ROAD Z.
 JD2696'
 JD2696'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND STATE
 JD2696'HIGHWAY 7 AT THE NORTHEAST EDGE OF WARSAW, GO WESTERLY ON STATE
 JD2696'HIGHWAY 7 FOR 5.9 MILES TO THE JUNCTION OF STATE ROAD Z.  BEAR LEFT
 JD2696'AND CONTINUE WESTERLY ON ROAD Z FOR 2.0 MILES TO A SIDEROAD RIGHT AND
 JD2696'THE STATION ON THE RIGHT.
 JD2696'
 JD2696'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON
 JD2696'ROAD Z FOR 0.2 MILE TO THE MARK ON THE RIGHT, ABOUT MIDWAY THROUGH A
 JD2696'LONG CURVE IN THE ROAD.
 JD2696'
 JD2696'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED---FINEY
 JD2696'1948---SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT
 JD2696'IS 74.0 FEET NORTHEAST OF A TELEPHONE POLE, 59.0 FEET WEST OF THE
 JD2696'CENTERLINE OF THE SIDE ROAD, 36.0 FEET NORTH OF THE CENTERLINE OF
 JD2696'ROAD Z AND 1.8 FEET EAST OF THE WITNESS POST.  A PIECE OF REBAR WAS
 JD2696'DRIVEN ALONG SIDE THE MARK.  THE UNDERGROUND MARK WAS NOT
 JD2696'INSPECTED.
 JD2696'
 JD2696'BENCH MARK S 35 IS A STANDARD DISK, STAMPED---S 35 1934---SET IN
 JD2696'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 JD2696'33.0 FEET NORTH OF THE CENTERLINE OF ROAD Z, 15.0 FEET WEST OF THE
 JD2696'CENTERLINE OF THE TRACK ROAD AND 1.0 FOOT WEST OF A WITNESS POST.
 JD2696'
 JD2696'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---FINEY NO 2 1948---SET
 JD2696'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 JD2696'38.5 FEET SOUTH OF THE CENTERLINE OF ROAD Z, 35.8 FEET SOUTHEAST OF
 JD2696'THE TELEPHONE POLE AND 10.5 FEET SOUTH OF A FENCE.
 JD2696'
 JD2696'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---FINEY 1948 1980---
 JD2696'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 JD2696'79.2 FEET NORTHWEST OF A TELEPHONE POLE, 32.0 FEET NORTH OF THE
 JD2696'CENTERLINE OF ROAD Z AND 2.1 FEET EAST OF A WITNESS POST.  A PIECE
 JD2696'OF REBAR WAS PLACED IN THE MARK.
 JD2696
 JD2696                          STATION RECOVERY (1980)
 JD2696
 JD2696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JD2696'THE SURFACE STATION MARK, BENCH MARK S 35 AND REFERENCE MARK 2 WERE
 JD2696'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED. A
 JD2696'NEW AZIMUTH MARK HAS BEEN ESTABLISHED.  THE ANGLE BETWEEN THE
 JD2696'REFERENCE MARKS WAS 1 MINUTE, 12 SECONDS LARGE THAN 1948 DATA.  THE
 JD2696'DISTANCE TO THE BENCH MARK WAS 0.001 METER (0.003 FT) LONGER AND TO
 JD2696'REFERENCE MARK 2 WAS 0.003 METER (0.010 FT) LONGER.  DUE TO CHANGES A
 JD2696'NEW DESCRIPTION FOLLOWS.  THE STATION IS ABOUT 6-1/2 MILES WEST OF
 JD2696'WARSAW, 1-1/2 MILES EAST OF THE BENTON/HENRY COUNTY LINE AND ON THE
 JD2696'NORTH RIGHT-OF-WAY OF STATE ROAD T.  TO REACH THE STATION FROM THE
 JD2696'JUNCTION OF U.S.  HIGHWAY 65 AND STATE HIGHWAY 7 AT THE NORTHEAST EDGE
 JD2696'OF WARSAW, GO WESTERLY ON STATE HIGHWAY 7 FOR 5.9 MILES (9.5 KM) TO
 JD2696'THE JUNCTION OF STATE ROAD T.  BEAR LEFT AND CONTINUE WESTERLY ON ROAD
 JD2696'T FOR 2.0 MILES (3.2 KM) TO A SIDEROAD RIGHT AND THE STATION ON THE
 JD2696'RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY
 JD2696'ON ROAD 2 FOR 0.2 MILE (0.3 KM) TO THE MARK ON THE RIGHT, ABOUT MIDWAY
 JD2696'THROUGH A LONG SURVE IN THE ROAD.  THE SURFACE STATION MARK IS A
 JD2696'STANDARD DISK STAMPED --FINEY 1948--SET IN THE TOP OF A SQUARE
 JD2696'CONCRETE POST THAT IS FLUSH.  IT IS 74.0 FEET (22.6 M) NORTHEAST OF A
 JD2696'TELEPHONE POLE, 59.0 FEET (18.0 M) WEST OF THE CENTERLINE OF THE SIDE
 JD2696'ROAD, 36.0 FEET (11.0 M) NORTH OF THE CENTERLINE OF ROAD T AND 1.8
 JD2696'FEET (0.5 M) EAST OF THE WITNESS POST. A PIECE OF REBAR WAS DRIVEN
 JD2696'ALONGSIDE THE MARK.  THE UNDERGROUND MARK WAS NOT INSPECTED.  BENCH
 JD2696'MARK S 35 IS A STANDARD DISK, STAMPED--S 35 1934--, SET IN THE TOP OF
 JD2696'A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 33.0 FEET (10.1
 JD2696'M) NORTH OF THE CENTERLINE OF ROAD T, 150 FEET (45.7 M) WEST OF THE
 JD2696'CENTERLINE OF THE TRACK ROAD AND 1.0 FOOT (0.3 M) WEST OF A WITNESS
 JD2696'POST.  REFERENCE MARK 2 IS A STANDARD DISK, STAMPED--FINEY NO 2
 JD2696'1948--.  SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2
 JD2696'INCHES.  IT IS 38.5 FEET (11.7 M) SOUTH OF THE CENTERLINE OF ROAD T,
 JD2696'35.8 FEET (10.9 M) SOUTHEAST OF THE TELEPHONE POLE AND 10.5 FEET (3.2
 JD2696'M) SOUTH OF A FENCE.  REFERENCE MARK 2 IS A STANDARD DISK, STAMPED
 JD2696'--FINEY NO 2 1948--, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 JD2696'PROJECTS 2 INCHES.  IT IS 38.5 FEET (11.7 M) SOUTH OF THE CENTERLINE
 JD2696'OF R0AD 7, 35.8 FEET (10.9 M) SOUTHEAST OF THE TELEPHONE POLE AND 10.5
 JD2696'FEET (3.2 M) SOUTH OF A FENCE.  THE AZIMUTH MARK IS A STANDARD DISK,
 JD2696'STAMPED--FINEY 1948 1980--, SET IN THE TOP OF A ROUND CONCRETE POST
 JD2696'THAT PROJECTS 5 INCHES.  IT IS 79.2 FEET (24.1 M) NORTHWEST OF A
 JD2696'TELEPHONE POLE, 32.0 FEET (9.8 M) NORTH OF THE CENTERLINE OF ROAD 7
 JD2696'AND 2.1 FEET (0.6 M) EAST OF A WITNESS POST.  A PIECE OF REBAR WAS
 JD2696'PLACED IN THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1003 ***********************************************************************
 HC1003  DESIGNATION -  FINLEY
 HC1003  PID         -  HC1003
 HC1003  STATE/COUNTY-  MO/WAYNE
 HC1003  USGS QUAD   -  PIEDMONT (1985)
 HC1003
 HC1003                         *CURRENT SURVEY CONTROL
 HC1003  ___________________________________________________________________
 HC1003* NAD 83(1997)-  37 12 36.62302(N)    090 43 52.72553(W)     ADJUSTED  
 HC1003* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 HC1003  ___________________________________________________________________
 HC1003  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 HC1003  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HC1003
 HC1003  HORZ ORDER  -  SECOND
 HC1003
 HC1003.The horizontal coordinates were established by classical geodetic methods
 HC1003.and adjusted by the National Geodetic Survey in February 2000..
 HC1003
 HC1003.The orthometric height was scaled from a topographic map.
 HC1003
 HC1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1003
 HC1003.The geoid height was determined by GEOID03.
 HC1003
 HC1003;                    North         East     Units Scale Factor Converg.
 HC1003;SPC MO E     -   152,801.016   229,468.637   MT  0.99993852   -0 08 23.6
 HC1003;UTM  15      - 4,120,598.979   701,316.190   MT  1.00009927   +1 22 20.7
 HC1003
 HC1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1003!SPC MO E     -   0.99994392  x   0.99993852  =   0.99988244
 HC1003!UTM  15      -   0.99994392  x   1.00009927  =   1.00004318
 HC1003
 HC1003|---------------------------------------------------------------------|
 HC1003| PID    Reference Object                     Distance      Geod. Az  |
 HC1003|                                                           dddmmss.s |
 HC1003| CI4447 FINLEY RM 3                          34.080 METERS 10011     |
 HC1003| CI4445 FINLEY RM 1                          17.730 METERS 10725     |
 HC1003| HC1000 JULIAN                              APPROX.14.7 KM 1275135.5 |
 HC1003| HC1005 PIEDMONT BROWN SHOE CO TANK         APPROX. 6.3 KM 1433558.0 |
 HC1003| HC1006 CLEARWATER DAM WATER TANK           APPROX. 9.5 KM 2041821.1 |
 HC1003| CI4446 FINLEY RM 2                          21.525 METERS 35536     |
 HC1003|---------------------------------------------------------------------|
 HC1003
 HC1003                          SUPERSEDED SURVEY CONTROL
 HC1003
 HC1003  NAD 83(1997)-  37 12 36.63336(N)    090 43 52.72454(W) AD(       ) 2
 HC1003  NAD 83(1986)-  37 12 36.63445(N)    090 43 52.72411(W) AD(       ) 2
 HC1003  NAD 27      -  37 12 36.45530(N)    090 43 52.29460(W) AD(       ) 2
 HC1003
 HC1003.Superseded values are not recommended for survey control.
 HC1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1003.See file dsdata.txt to determine how the superseded data were derived.
 HC1003
 HC1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB0131620599(NAD 83)
 HC1003_MARKER: DS = TRIANGULATION STATION DISK
 HC1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1003_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1003
 HC1003  HISTORY     - Date     Condition        Report By
 HC1003  HISTORY     - 1963     MONUMENTED       CGS
 HC1003
 HC1003                          STATION DESCRIPTION
 HC1003
 HC1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC1003'THE STATION IS LOCATED NEAR THE EAST END OF FINLEY MOUNTAIN,
 HC1003'ABOUT 4-1/4 MILES NORTHWEST OF PIEDMONT, 3 MILES SOUTHWEST OF
 HC1003'GADS HILL, 1 MILE WEST OF STATE HIGHWAY 49, IN THE SOUTHWEST 1/4
 HC1003'OF SECTION 4, T 29 N, R 3 E., AND ON THE PROPERTY OF MR. ROY
 HC1003'LOSH.  IT IS 4 FEET SOUTH OF A WITNESS POST, 15 FEET NORTH OF THE
 HC1003'CENTERLINE OF A TRACK ROAD, 30 FEET WEST OF A 10 INCH OAK TREE,
 HC1003'AND 31 FEET NORTHEAST OF A 14 INCH OAK TREE WITH A TRIANGULAR
 HC1003'BLAZE ON ITS NORTH SIDE.  THE MONUMENT PROJECTS 8 INCHES AND
 HC1003'THE DISK IS STAMPED FINLEY 1962.
 HC1003'
 HC1003'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 34 AND 49 AT THE
 HC1003'NORTH EDGE OF PIEDMONT, GO NORTHERLY ON STATE HIGHWAY 49 FOR
 HC1003'6.0 MILES TO THE JUNCTION WITH COUNTY ROAD CC.  TURN LEFT AND GO
 HC1003'WESTERLY ON THE COUNTY ROAD CC FOR 1.55 MILES TO A ROAD FORK
 HC1003'ABOUT 200 FEET WEST OF A SIDE ROAD RIGHT.  TAKE THE LEFT FORK AND
 HC1003'GO SOUTHWEST FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK
 HC1003'AND GO SOUTH-SOUTHWEST ON A DIM WOODS ROAD FOR 0.8 MILE TO A
 HC1003'DIM WOODS ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON A DIM TRACK
 HC1003'ROAD FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 100
 HC1003'FEET TO ANOTHER FORK.  TAKE THE RIGHT FORK AND GO
 HC1003'WEST-SOUTHWEST UP A STEEP HILL FOR 0.8 MILE TO THE STATION
 HC1003'ON THE RIGHT.
 HC1003'
 HC1003'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN
 HC1003'A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 10 INCHES.  IT
 HC1003'IS 17 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 20
 HC1003'FEET WEST OF AN 8 INCH HICKORY TREE AND 59 FEET SOUTHEAST OF THE
 HC1003'WITNESS POST.  THE DISK IS STAMPED FINLEY NO 1 1962.
 HC1003'
 HC1003'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK CEMENTED IN
 HC1003'A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 8 INCHES.
 HC1003'IT IS 19 FEET WEST OF A 20 INCH OAK TREE AND 67 FEET NORTH OF
 HC1003'THE WITNESS POST.  THE DISK IS STAMPED FINLEY NO 2 1962.
 HC1003'
 HC1003'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK CEMENTED
 HC1003'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 6 INCHES.
 HC1003'IT IS 1 FOOT NORTH OF AN 8 INCH HICKORY TREE, 23 FEET EAST OF
 HC1003'A 12 INCH OAK TREE AND 46 FEET SOUTH OF THE CENTERLINE OF
 HC1003'THE TRACK ROAD.  THE DISK IS STAMPED FINLEY NO 3 1962.
 HC1003'
 HC1003'THE STATION WAS BUILT IN 1962 BUT WAS NOT OCCUPIED UNTIL 1963.
 HC1003'
 HC1003'NO MEASUREMENT BETWEEN R.M. 1 AND R.M. 2, TREES ON LINE.
 HC1003'
 HC1003'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0846 ***********************************************************************
 LD0846  DESIGNATION -  FINWAY
 LD0846  PID         -  LD0846
 LD0846  STATE/COUNTY-  MO/LEWIS
 LD0846  USGS QUAD   -  CANTON (1975)
 LD0846
 LD0846                         *CURRENT SURVEY CONTROL
 LD0846  ___________________________________________________________________
 LD0846* NAD 83(1997)-  40 12 39.97790(N)    091 32 50.25487(W)     ADJUSTED  
 LD0846* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 LD0846  ___________________________________________________________________
 LD0846  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 LD0846  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LD0846
 LD0846  HORZ ORDER  -  FIRST
 LD0846
 LD0846.The horizontal coordinates were established by classical geodetic methods
 LD0846.and adjusted by the National Geodetic Survey in February 2000..
 LD0846
 LD0846.The orthometric height was scaled from a topographic map.
 LD0846
 LD0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0846
 LD0846.The geoid height was determined by GEOID03.
 LD0846
 LD0846;                    North         East     Units Scale Factor Converg.
 LD0846;SPC MO E     -   486,413.328   160,848.729   MT  1.00003114   -0 40 34.3
 LD0846;SPC IL W     -   394,341.089   582,471.849   MT  1.00011115   -0 53 29.2
 LD0846;SPC IL W     - 1,293,767.39  1,910,993.06   sFT  1.00011115   -0 53 29.2
 LD0846;UTM  15      - 4,452,200.139   623,622.158   MT  0.99978813   +0 56 16.8
 LD0846
 LD0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0846!SPC MO E     -   0.99997395  x   1.00003114  =   1.00000509
 LD0846!SPC IL W     -   0.99997395  x   1.00011115  =   1.00008509
 LD0846!UTM  15      -   0.99997395  x   0.99978813  =   0.99976208
 LD0846
 LD0846:                Primary Azimuth Mark                     Grid Az
 LD0846:SPC MO E     -  WARSAW MUNICIPAL TANK                    032 01 00.1
 LD0846:SPC IL W     -  WARSAW MUNICIPAL TANK                    032 13 55.0
 LD0846:UTM  15      -  WARSAW MUNICIPAL TANK                    030 24 09.0
 LD0846
 LD0846|---------------------------------------------------------------------|
 LD0846| PID    Reference Object                     Distance      Geod. Az  |
 LD0846|                                                           dddmmss.s |
 LD0846| LD0839 WARSAW MUNICIPAL TANK               APPROX.19.1 KM 0312025.8 |
 LD0846| LD0828 TIOGA CHURCH SPIRE                  APPROX.17.2 KM 0902826.8 |
 LD0846| CL8516 FINWAY RM 1                         279.844 METERS 13552     |
 LD0846| LD0848 LA GRANGE MUNICIPAL TANK            APPROX.18.7 KM 1691418.8 |
 LD0846| LD0847 CANTON CULVER STOCKTON COLL TK      APPROX. 9.3 KM 1711048.0 |
 LD0846| CL8517 FINWAY RM 2                         206.874 METERS 26534     |
 LD0846| LD0844 DUKES                               APPROX.15.7 KM 3360724.8 |
 LD0846|---------------------------------------------------------------------|
 LD0846
 LD0846                          SUPERSEDED SURVEY CONTROL
 LD0846
 LD0846  NAD 83(1997)-  40 12 39.97756(N)    091 32 50.25496(W) AD(       ) 1
 LD0846  NAD 83(1997)-  40 12 39.97743(N)    091 32 50.25473(W) AD(       ) 1
 LD0846  NAD 83(1986)-  40 12 39.98762(N)    091 32 50.25674(W) AD(       ) 1
 LD0846  NAD 27      -  40 12 39.82500(N)    091 32 49.69050(W) AD(       ) 1
 LD0846
 LD0846.Superseded values are not recommended for survey control.
 LD0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0846.See file dsdata.txt to determine how the superseded data were derived.
 LD0846
 LD0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE2362252200(NAD 83)
 LD0846_MARKER: DS = TRIANGULATION STATION DISK
 LD0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0846
 LD0846  HISTORY     - Date     Condition        Report By
 LD0846  HISTORY     - 1931     MONUMENTED       CGS
 LD0846  HISTORY     - 1934     GOOD             CGS
 LD0846  HISTORY     - 1967     GOOD             CGS
 LD0846
 LD0846                          STATION DESCRIPTION
 LD0846
 LD0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0846'ABOUT 3 MILES NORTH-NORTHWEST OF CANTON, ON LAND OWNED BY MRS.
 LD0846'H.M. LONG WHO LIVES ON ROUTE 61 ABOUT OPPOSITE STATION, AT
 LD0846'SECOND FENCE LINE BEYOND FARMHOUSE, JUST WEST OF SINK HOLE,
 LD0846'NORTH OF WAGON ROAD, 4.1 METERS (13 FEET) EAST OF FENCE LINE,
 LD0846'AND 9-3/4 METERS (32 FEET) NORTH OF GATE IN THIS FENCE.  TO
 LD0846'REACH FROM CANTON, GO NORTH ON ROUTE 61, 5.8 MILES FROM
 LD0846'WHERE HIGHWAY TURNS NORTH FROM MAIN STREET OF TOWN, TO DIRT
 LD0846'ROAD UP HILL TO WEST, PROCEED WEST 1.3 MILES TO GATE OF
 LD0846'FARMYARD, PASS THROUGH YARD, AND CONTINUE WEST ALONG WAGON ROAD
 LD0846'TO SECOND FENCE LINE BEYOND FARMHOUSE.  SURFACE AND
 LD0846'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 LD0846'UPPER MARK IS 12 INCHES BELOW SURFACE.
 LD0846'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 LD0846'NO. 1 IS AT FENCE LINE LEADING NORTH AND
 LD0846'SOUTH PAST WEST EDGE OF FARMYARD, 30 METERS (98 FEET)
 LD0846'NORTH OF SOUTHEAST CORNER OF FIELD, 25 METERS (82 FEET)
 LD0846'SOUTH OF WOODEN GATE, AND 0.3 MILE FROM STATION.
 LD0846'NO. 2 IS AT FENCE LINE, 13 METERS
 LD0846'(43 FEET) SOUTH OF GATE, AND 207 METERS (679 FEET) FROM
 LD0846'STATION.  OBELISK-SHAPED TOMBSTONE OF
 LD0846'JOHN WHITE, IN CEMETERY NORTHEAST OF FARMHOUSE, IS
 LD0846'APPROXIMATELY 0.3 MILE FROM STATION.
 LD0846
 LD0846                          STATION RECOVERY (1934)
 LD0846
 LD0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0846'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 LD0846'
 LD0846'STATION IS ABOUT 5 MILES W OF N OF CANTON, IN THE SW 1/4
 LD0846'SECTION 34, T. 63 N., R. 6 W.  ON LAND OWNED BY MRS. H.M. LONG.
 LD0846'THE MARK IS SET IN AN OPEN FIELD, WSW OF THE FARMHOUSE, 14
 LD0846'FEET E OF N-S FENCE LINE, 36 FEET N OF CENTER LINE OF WAGON
 LD0846'ROAD, 32 FEET NNW OF GATE, JUST W OF THE W EDGE OF A SINK-HOLE.
 LD0846'THE MARK IS SET 12 INCHES UNDERGROUND.
 LD0846'
 LD0846'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT W OF N-S
 LD0846'FENCE LINE, 72 FEET S OF GATE IN E-W FENCE, 64 FEET N OF TWIN
 LD0846'OAK TREES IN SE FENCE CORNER OF THE FIELD.  THE MARK PROJECTS
 LD0846'6 INCHES.
 LD0846'
 LD0846'REFERENCE MARK NO. 2 IS W OF THE STATION 1 FOOT E OF N AND
 LD0846'S FENCE LINE, 20 FEET N OF A 3-FOOT TREE, 37 FEET S OF GATE.
 LD0846'MARK PROJECTS 10 INCHES.
 LD0846'
 LD0846'STATION IS REACHED FROM CANTON BY GOING N ON U.S. HIGHWAY
 LD0846'61 FROM ITS INTERSECTION WITH STATE HIGHWAY 96, 5.65 MILES
 LD0846'TO DIRT ROAD LEADING TO LEFT, UPHILL.  FOLLOW THIS ROAD W
 LD0846'1.2 MILES TO SECOND GATE WHICH LEADS INTO BARNYARD, THENCE
 LD0846'SW ACROSS PASTURE ABOUT 200 YARDS TO GATE IN N-S FENCE, GO
 LD0846'THROUGH GATE AND CONTINUE W ON WAGON ROAD ABOUT 200 YARDS
 LD0846'TO GATE IN N-S FENCE, GO THROUGH GATE AND CONTINUE W ON
 LD0846'WAGON ROAD ABOUT 200 YARDS TO FENCE AND STATION.
 LD0846'
 LD0846'A 77-FOOT TOWER WAS USED.
 LD0846'
 LD0846'A LIGHT 87 FEET ABOVE DUKES COMES INTO VIEW AT 10 FEET ABOVE
 LD0846'GROUND.
 LD0846'
 LD0846'LIGHTS 87 FEET ABOVE MOTT AND 60 FEET ABOVE WILCOX COME INTO
 LD0846'VIEW AT 20 FEET ABOVE THE GROUND.
 LD0846'
 LD0846'LIGHT 87 FEET ABOVE KINKADE COMES INTO VIEW AT 35 FEET ABOVE
 LD0846'GROUND.
 LD0846
 LD0846                          STATION RECOVERY (1967)
 LD0846
 LD0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LD0846'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LD0846'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LD0846'
 LD0846'THE STATION MARK IS NOW ON THE HIGHEST POINT OF A CULTIVATED
 LD0846'FIELD AND IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 LD0846'
 LD0846'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 35 FEET
 LD0846'NORTHWEST OF THE CENTER OF A CATTLE GUARD, 21 FEET WEST OF A
 LD0846'FARM ROAD, 3 FEET EAST OF A NORTH-SOUTH FENCE, AND PROJECTS
 LD0846'4 INCHES.
 LD0846'
 LD0846'REFERENCE MARK NO. 2 IS WEST OF THE STATION, AND IS 1 FOOT
 LD0846'EAST OF A NORTH-SOUTH FENCE AT THE WEST EDGE OF THE CULTIVATED
 LD0846'FIELD AND PROJECTS 10 INCHES.
 LD0846'
 LD0846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 LD0846'AND STATE HIGHWAY 16 IN CANTON, GO NORTH ON U.S. HIGHWAY 61
 LD0846'FOR 5.4 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 LD0846'GRAVELED ROAD FOR 1.15 MILES TO A FARM ROAD ON THE RIGHT.
 LD0846'TURN RIGHT AND GO NORTH ON THE FARM ROAD FOR 0.2 (THIS ROAD
 LD0846'LEADS TO MR. CHAS M. LONGS FARMHOUSE) TO A CATTLE GUARD AND
 LD0846'THE STATION IS ON THE HIGHEST POINT OF A CULTIVATED FIELD
 LD0846'ABOUT 1000 FEET NORTHWEST OF THE CATTLE GUARD.
 LD0846'
 LD0846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 LD0846'NORTH-NORTHWEST OF CANTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0689 ***********************************************************************
 GF0689  DESIGNATION -  FIVE
 GF0689  PID         -  GF0689
 GF0689  STATE/COUNTY-  MO/OZARK
 GF0689  USGS QUAD   -  MIDWAY (1981)
 GF0689
 GF0689                         *CURRENT SURVEY CONTROL
 GF0689  ___________________________________________________________________
 GF0689* NAD 83(1997)-  36 29 55.25578(N)    092 28 57.40870(W)     ADJUSTED  
 GF0689* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 GF0689  ___________________________________________________________________
 GF0689  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GF0689  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0689
 GF0689  HORZ ORDER  -  THIRD
 GF0689
 GF0689.The horizontal coordinates were established by classical geodetic methods
 GF0689.and adjusted by the National Geodetic Survey in February 2000..
 GF0689
 GF0689.The orthometric height was scaled from a topographic map.
 GF0689
 GF0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0689
 GF0689.The geoid height was determined by GEOID03.
 GF0689
 GF0689;                    North         East     Units Scale Factor Converg.
 GF0689;SPC MO C     -    73,823.712   501,557.596   MT  0.99993336   +0 00 37.2
 GF0689;SPC AR N     -   240,347.493   356,758.829   MT  1.00006324   -0 16 51.0
 GF0689;SPC AR N     -   788,540.07  1,170,466.26   sFT  1.00006324   -0 16 51.0
 GF0689;UTM  15      - 4,039,386.342   546,335.653   MT  0.99962645   +0 18 27.9
 GF0689
 GF0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0689!SPC MO C     -   0.99994747  x   0.99993336  =   0.99988084
 GF0689!SPC AR N     -   0.99994747  x   1.00006324  =   1.00001071
 GF0689!UTM  15      -   0.99994747  x   0.99962645  =   0.99957394
 GF0689
 GF0689|---------------------------------------------------------------------|
 GF0689| PID    Reference Object                     Distance      Geod. Az  |
 GF0689|                                                           dddmmss.s |
 GF0689| CI0891 FIVE RM 1                            18.578 METERS 10740     |
 GF0689| GF0039 TT C 6                               25.607 METERS 27111     |
 GF0689| CI0890 FIVE AZ MK                                         3155657.2 |
 GF0689|---------------------------------------------------------------------|
 GF0689
 GF0689                          SUPERSEDED SURVEY CONTROL
 GF0689
 GF0689  NAD 83(1997)-  36 29 55.25578(N)    092 28 57.40870(W) AD(       ) 3
 GF0689  NAD 83(1986)-  36 29 55.26581(N)    092 28 57.41219(W) AD(       ) 3
 GF0689  NAD 27      -  36 29 55.03200(N)    092 28 56.83100(W) AD(       ) 3
 GF0689
 GF0689.Superseded values are not recommended for survey control.
 GF0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0689.See file dsdata.txt to determine how the superseded data were derived.
 GF0689
 GF0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4633639386(NAD 83)
 GF0689_MARKER: DS = TRIANGULATION STATION DISK
 GF0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0689
 GF0689  HISTORY     - Date     Condition        Report By
 GF0689  HISTORY     - 1953     MONUMENTED       CGS
 GF0689  HISTORY     - 1965     GOOD             CGS
 GF0689  HISTORY     - 20040830 GOOD             MODNR
 GF0689
 GF0689                          STATION DESCRIPTION
 GF0689
 GF0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0689'THERE ARE NO BOUNDARY MARKERS IN THE VICINITY SO IT IS ASSUMED
 GF0689'THAT THE STATION IS ON THE MISSOURI-ARKANSAS STATE LINE, ABOUT
 GF0689'7-1/4 MILES SOUTH AND 3 MILES WEST OF GAINSVILLE, 47 FEET EAST
 GF0689'OF THE CENTER OF STATE HIGHWAY 5, 17 FEET SOUTHEAST OF A
 GF0689'TRIANGLE-BLAZED 16-INCH OAK TREE AND 4 FEET SOUTH OF A 4 X 4
 GF0689'INCH WHITE WITNESS POST.
 GF0689'
 GF0689'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GF0689'FIVE 1953.
 GF0689'
 GF0689'REFERENCE MARK 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GF0689'FIVE NO 1 1953.
 GF0689'
 GF0689'TT C 6 WAS USED AS REFERENCE MARK 2, IT IS A STANDARD U.S.
 GF0689'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF AN 8 X 8
 GF0689'INCH CONCRETE POST WHICH PROJECTS 1 INCH.  THE MARK IS 35 FEET
 GF0689'WEST OF THE CENTER OF STATE HIGHWAY 5.  THE DISK IS STAMPED
 GF0689'TT C 6 1933.
 GF0689'
 GF0689'THE AZIMUTH MARK IS 47 FEET WEST OF THE CENTER OF THE HIGHWAY,
 GF0689'1 FOOT SOUTH OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT EAST
 GF0689'OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 GF0689'STAMPED FIVE 1953.
 GF0689'
 GF0689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160
 GF0689'AND STATE HIGHWAY 5 ABOUT 2 MILES WEST OF GAINSVILLE, GO SOUTH
 GF0689'ON STATE HIGHWAY 5 FOR 8.8 TO THE AZIMUTH MARK ON THE RIGHT AS
 GF0689'DESCRIBED, CONTINUE SOUTH ON THE HIGHWAY FOR 0.2 MILE TO THE
 GF0689'MISSOURI-ARKANSAS STATE LINE AND THE STATION ON THE LEFT.
 GF0689'
 GF0689'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0689
 GF0689                          STATION RECOVERY (1965)
 GF0689
 GF0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0689'STATION RECOVERED AS DESCRIBED AND IT IS NEAR THE MISSOURI-ARKANSAS
 GF0689'STATE LINE.  THERE IS HIGHER GROUND TO THE SOUTH OF THE STATION.
 GF0689'
 GF0689'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION AND
 GF0689'ANOTHER WAS SET 6 FEET EAST OF THE AZIMUTH MARK.
 GF0689'
 GF0689'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 GF0689'RECOVERY.
 GF0689
 GF0689                          STATION RECOVERY (2004)
 GF0689
 GF0689'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 GF0689'RECOVERED IN GOOD CONDITION. USGS TT C 6 IS ACROSS THE HIGHWAY. AT
 GF0689'THIS TIME BOTH ARE UNDER TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1200 ***********************************************************************
 HD1200  DESIGNATION -  FLAGPOND
 HD1200  PID         -  HD1200
 HD1200  STATE/COUNTY-  MO/LACLEDE
 HD1200  USGS QUAD   -  LEBANON (1978)
 HD1200
 HD1200                         *CURRENT SURVEY CONTROL
 HD1200  ___________________________________________________________________
 HD1200* NAD 83(1997)-  37 38 09.28612(N)    092 44 58.01613(W)     ADJUSTED  
 HD1200* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 HD1200  ___________________________________________________________________
 HD1200  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 HD1200  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 HD1200
 HD1200  HORZ ORDER  -  SECOND
 HD1200
 HD1200.The horizontal coordinates were established by classical geodetic methods
 HD1200.and adjusted by the National Geodetic Survey in February 2000..
 HD1200
 HD1200.The orthometric height was scaled from a topographic map.
 HD1200
 HD1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1200
 HD1200.The geoid height was determined by GEOID03.
 HD1200
 HD1200;                    North         East     Units Scale Factor Converg.
 HD1200;SPC MO C     -   200,053.046   477,983.860   MT  0.99993930   -0 09 08.4
 HD1200;UTM  15      - 4,165,449.557   522,106.043   MT  0.99960602   +0 09 10.8
 HD1200
 HD1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1200!SPC MO C     -   0.99994115  x   0.99993930  =   0.99988045
 HD1200!UTM  15      -   0.99994115  x   0.99960602  =   0.99954719
 HD1200
 HD1200|---------------------------------------------------------------------|
 HD1200| PID    Reference Object                     Distance      Geod. Az  |
 HD1200|                                                           dddmmss.s |
 HD1200| CN6878 FLAGPOND RM 1                        21.129 METERS 03133     |
 HD1200| CN6877 FLAGPOND AZ MK                                     0432637.4 |
 HD1200| CN6879 FLAGPOND RM 2                        23.845 METERS 13345     |
 HD1200|---------------------------------------------------------------------|
 HD1200
 HD1200                          SUPERSEDED SURVEY CONTROL
 HD1200
 HD1200  NAD 83(1986)-  37 38 09.29900(N)    092 44 58.01577(W) AD(       ) 2
 HD1200  NAD 27      -  37 38 09.14800(N)    092 44 57.38000(W) AD(       ) 2
 HD1200
 HD1200.Superseded values are not recommended for survey control.
 HD1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1200.See file dsdata.txt to determine how the superseded data were derived.
 HD1200
 HD1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2210665450(NAD 83)
 HD1200_MARKER: DS = TRIANGULATION STATION DISK
 HD1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1200
 HD1200  HISTORY     - Date     Condition        Report By
 HD1200  HISTORY     - 1947     MONUMENTED       CGS
 HD1200
 HD1200                          STATION DESCRIPTION
 HD1200
 HD1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1200'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF LEBANON, 0.15
 HD1200'MILE SOUTH OF LONG LANE ROAD IN SCRUB OAK THICKET, 28 FEET
 HD1200'SOUTHWEST OF A DIM TRAIL AND 5.0 FEET EAST OF A WHITE WITNESS
 HD1200'POST.  THE DISK IS STAMPED FLAGPOND 1947 AND PROJECTS 3 INCHES.
 HD1200'
 HD1200'REFERENCE MARK NO. 1 IS 69.32 FEET NORTHEAST OF THE STATION.  THE
 HD1200'DISK IS STAMPED FLAGPOND NO 1 1947 AND PROJECTS 3 INCHES.
 HD1200'
 HD1200'REFERENCE MARK NO. 2 IS 78.24 FEET SOUTHEAST OF THE STATION.  THE
 HD1200'DISK IS STAMPED FLAGPOND NO 2 1947 AND PROJECTS 3 INCHES.
 HD1200'
 HD1200'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHEAST OF THE
 HD1200'STATION IN THE SOUTHWEST CORNER OF A ROAD JUNCTION.  IT IS 40
 HD1200'FEET SOUTH OF CENTERLINE OF LONG LANE ROAD, 22 FEET WEST OF
 HD1200'CENTERLINE OF OTHER ROAD, 17.4 FEET SOUTH OF FENCE CORNER AND 1
 HD1200'FOOT WEST OF FENCELINE, AND 1.9 FEET NORTH OF WHITE WITNESS POST.
 HD1200'THE DISK IS STAMPED FLAGPOND 1947 AND PROJECTS 3 INCHES.
 HD1200'
 HD1200'TO REACH THE STATION FROM THE POSTOFFICE IN LEBANON, GO SOUTHWEST
 HD1200'ON THE MAIN STREET AND CONTINUE ON LONG LANE ROAD FOR 6.0 MILES
 HD1200'TO THE TOP OF A SMALL HILL WITH SMALL YELLOW FRAME HOUSE ON
 HD1200'RIGHT.  TURN LEFT DIRECTLY OPPOSITE HOUSE AND FOLLOW TRAIL
 HD1200'0.05 MILE TO DIM TRAIL FORKS.  TAKE LEFT FORK 0.10 MILE TO
 HD1200'STATION AS DESCRIBED.
 HD1200'
 HD1200'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW TRAIL BACK TO
 HD1200'LONG LANE ROAD AND GO NORTHEASTERLY 0.5 MILE TO ROAD JUNCTION WITH
 HD1200'MARK AS DESCRIBED.
 HD1200'
 HD1200'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AND A CONSIDERABLE
 HD1200'AMOUNT OF CLEARING WOULD BE REQUIRED TO MAKE IT VISIBLE.
 HD1200'
 HD1200'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0893 ***********************************************************************
 GF0893  DESIGNATION -  FLAT
 GF0893  PID         -  GF0893
 GF0893  STATE/COUNTY-  MO/BARRY
 GF0893  USGS QUAD   -  CAPE FAIR (1974)
 GF0893
 GF0893                         *CURRENT SURVEY CONTROL
 GF0893  ___________________________________________________________________
 GF0893* NAD 83(1997)-  36 43 54.95353(N)    093 37 19.02647(W)     ADJUSTED  
 GF0893* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 GF0893  ___________________________________________________________________
 GF0893  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 GF0893  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GF0893
 GF0893  HORZ ORDER  -  SECOND
 GF0893
 GF0893.The horizontal coordinates were established by classical geodetic methods
 GF0893.and adjusted by the National Geodetic Survey in February 2000..
 GF0893
 GF0893.The orthometric height was scaled from a topographic map.
 GF0893
 GF0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0893
 GF0893.The geoid height was determined by GEOID03.
 GF0893
 GF0893;                    North         East     Units Scale Factor Converg.
 GF0893;SPC MO W     -    63,081.676   928,426.320   MT  1.00001692   +0 31 30.6
 GF0893;SPC MO C     -   100,292.479   399,788.546   MT  1.00005701   -0 40 15.8
 GF0893;UTM  15      - 4,065,315.604   444,467.200   MT  0.99963799   -0 22 19.1
 GF0893
 GF0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0893!SPC MO W     -   0.99993794  x   1.00001692  =   0.99995486
 GF0893!SPC MO C     -   0.99993794  x   1.00005701  =   0.99999495
 GF0893!UTM  15      -   0.99993794  x   0.99963799  =   0.99957596
 GF0893
 GF0893|---------------------------------------------------------------------|
 GF0893| PID    Reference Object                     Distance      Geod. Az  |
 GF0893|                                                           dddmmss.s |
 GF0893| CI0895 FLAT RM 1                            27.402 METERS 05321     |
 GF0893| GF0891 PINE VIEW LOOKOUT TOWER             APPROX. 3.4 KM 1614522.5 |
 GF0893| GF0906 FORTUNE                             APPROX.11.8 KM 2760509.8 |
 GF0893| CI0896 FLAT RM 2                            21.863 METERS 32040     |
 GF0893|---------------------------------------------------------------------|
 GF0893
 GF0893                          SUPERSEDED SURVEY CONTROL
 GF0893
 GF0893  NAD 83(1997)-  36 43 54.95380(N)    093 37 19.02604(W) AD(       ) 2
 GF0893  NAD 83(1997)-  36 43 54.95737(N)    093 37 19.02784(W) AD(       ) 2
 GF0893  NAD 83(1997)-  36 43 54.96412(N)    093 37 19.02734(W) AD(       ) 2
 GF0893  NAD 83(1986)-  36 43 54.96526(N)    093 37 19.02659(W) AD(       ) 2
 GF0893  NAD 27      -  36 43 54.73400(N)    093 37 18.32670(W) AD(       ) 2
 GF0893
 GF0893.Superseded values are not recommended for survey control.
 GF0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0893.See file dsdata.txt to determine how the superseded data were derived.
 GF0893
 GF0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4446765316(NAD 83)
 GF0893_MARKER: DS = TRIANGULATION STATION DISK
 GF0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0893
 GF0893  HISTORY     - Date     Condition        Report By
 GF0893  HISTORY     - 1961     MONUMENTED       CGS
 GF0893  HISTORY     - 20020924 GOOD             GEOCAC
 GF0893
 GF0893                          STATION DESCRIPTION
 GF0893
 GF0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0893'ABOUT 7 MILES NORTH OF THE TOWN OF SHELL KNOB, ABOUT 1-1/2 MILES
 GF0893'SOUTH-SOUTHWEST OF THE VILLAGE OF FLAT CREEK, IN THE MARK TWAIN
 GF0893'NATIONAL FOREST, IN THE NORTHWEST 1/4 OF SECTION 3, T 23 N,
 GF0893'R 25 W. AND ON LAND OWNED BY THE GOVERNMENT.  IT IS 3 FEET
 GF0893'NORTHEAST OF A WITNESS POST, 82 FEET WEST OF THE CENTERLINE OF
 GF0893'A TRACK ROAD, 62 FEET WEST OF A 20 INCH OAK TREE WITH A
 GF0893'TRIANGULAR BLAZE ON ITS EAST SIDE AND 30 FEET EAST OF AN 18
 GF0893'INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 GF0893'IS STAMPED FLAT 1961.
 GF0893'
 GF0893'TO REACH FROM THE POST OFFICE IN SHELL KNOB, GO NORTHWESTERLY
 GF0893'ON STATE HIGHWAY 39 FOR 4.2 MILES TO THE JUNCTION WITH STATE
 GF0893'HIGHWAY 76.  TURN RIGHT AND GO NORTHEASTERLY ON STATE HIGHWAY
 GF0893'76 FOR 4.9 MILES TO A SIDE ROAD RIGHT AND A SIGN PINE VIEW
 GF0893'LOOKOUT TOWER.  CONTINUE NORTHEAST ON HIGHWAY 76 FOR 1.1 MILES
 GF0893'TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON THE
 GF0893'DIM TRACK ROAD FOR 1.0 MILE TO THE STATION ON THE LEFT, ON
 GF0893'THE HIGHEST POINT OF A HEAVY WOODED HILL.
 GF0893'
 GF0893'REFERENCE MARK 1 IS 8 FEET NORTHEAST OF THE CENTERLINE OF THE
 GF0893'TRACK ROAD, 32 FEET NORTHEAST OF A 20 INCH OAK TREE WITH A
 GF0893'TRIANGULAR BLAZE ON ITS EAST SIDE AND 92 FEET NORTHEAST OF THE
 GF0893'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 GF0893'STAMPED FLAT NO 1 1961.
 GF0893'
 GF0893'REFERENCE MARK 2 IS 59 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GF0893'TRACK ROAD, 74 FEET NORTH OF THE WITNESS POST AND 41 FEET
 GF0893'SOUTHWEST OF A 24 INCH OAK TREE.  THE MONUMENT PROJECTS 5 INCHES
 GF0893'AND THE DISK IS STAMPED FLAT NO 2 1961.
 GF0893'
 GF0893'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 GF0893'
 GF0893'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0893
 GF0893                          STATION RECOVERY (2002)
 GF0893
 GF0893'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0821 ***********************************************************************
 HC0821  DESIGNATION -  FLAT
 HC0821  PID         -  HC0821
 HC0821  STATE/COUNTY-  MO/SHANNON
 HC0821  USGS QUAD   -  SUMMERSVILLE NE (1985)
 HC0821
 HC0821                         *CURRENT SURVEY CONTROL
 HC0821  ___________________________________________________________________
 HC0821* NAD 83(1997)-  37 10 16.43691(N)    091 32 25.89562(W)     ADJUSTED  
 HC0821* NAVD 88     -       378.3    (meters)    1241.     (feet)  VERTCON   
 HC0821  ___________________________________________________________________
 HC0821  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HC0821  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HC0821
 HC0821  HORZ ORDER  -  FIRST
 HC0821
 HC0821.The horizontal coordinates were established by classical geodetic methods
 HC0821.and adjusted by the National Geodetic Survey in February 2000..
 HC0821
 HC0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0821
 HC0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0821
 HC0821.The geoid height was determined by GEOID03.
 HC0821
 HC0821;                    North         East     Units Scale Factor Converg.
 HC0821;SPC MO E     -   148,961.568   157,593.872   MT  1.00003848   -0 37 43.4
 HC0821;UTM  15      - 4,114,865.221   629,570.249   MT  0.99980681   +0 52 55.0
 HC0821
 HC0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0821!SPC MO E     -   0.99994536  x   1.00003848  =   0.99998384
 HC0821!UTM  15      -   0.99994536  x   0.99980681  =   0.99975218
 HC0821
 HC0821|---------------------------------------------------------------------|
 HC0821| PID    Reference Object                     Distance      Geod. Az  |
 HC0821|                                                           dddmmss.s |
 HC0821| CN6880 FLAT RM 1                            24.891 METERS 02908     |
 HC0821| HC0820 SUMMERSVILLE FLAT ROCK LOT           81.289 METERS 16912     |
 HC0821| HC0822 FLAT RM 3                           135.638 METERS 21728     |
 HC0821| CN6881 FLAT RM 2                            20.672 METERS 21729     |
 HC0821|---------------------------------------------------------------------|
 HC0821
 HC0821                          SUPERSEDED SURVEY CONTROL
 HC0821
 HC0821  NAD 83(1986)-  37 10 16.44865(N)    091 32 25.89420(W) AD(       ) 1
 HC0821  NAD 27      -  37 10 16.27945(N)    091 32 25.38860(W) AD(       ) 1
 HC0821  NGVD 29 (07/19/86)  378.2    (m)         1241.     (f) VERT ANG       
 HC0821
 HC0821.Superseded values are not recommended for survey control.
 HC0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0821.See file dsdata.txt to determine how the superseded data were derived.
 HC0821
 HC0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB2957014865(NAD 83)
 HC0821_MARKER: DS = TRIANGULATION STATION DISK
 HC0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0821+STABILITY: SURFACE MOTION
 HC0821
 HC0821  HISTORY     - Date     Condition        Report By
 HC0821  HISTORY     - 1978     MONUMENTED       NGS
 HC0821
 HC0821                          STATION DESCRIPTION
 HC0821
 HC0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HC0821'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF ROUND
 HC0821'SPRING, 10 MILES WEST-NORTHWEST OF EMINENCE, 6-1/2 MILES EAST
 HC0821'OF SUMMERSVILLE, IN THE CENTRAL PORTION OF SECTION 19, R 5 W,
 HC0821'T 29 N, AND ON STATE FOREST PROPERTY, PERMISSION TO ESTABLISH
 HC0821'THE STATION FROM THE STATE DEPARTMENT OF CONSERVATION,
 HC0821'EMINENCE, MISSOURI.
 HC0821'
 HC0821'TO REACH THE STATION FROM THE POST OFFICE IN SUMMERSVILLE, GO
 HC0821'EASTERLY ON STATE HIGHWAY 106 FOR 6.35 MILES TO THE JUNCTION
 HC0821'WITH COUNTY ROAD D, STATE HIGHWAY 106 TURNS TO THE SOUTH,
 HC0821'CONTINUE EAST ON COUNTY ROAD D FOR 0.15 MILE TO THE STATION
 HC0821'ON THE RIGHT. TO REACH REFERENCE MARK 3 FROM THE STATION, GO
 HC0821'SOUTH ON COUNTY ROAD D FOR 0.1 MILE TO STATE HIGHWAY 106 AND
 HC0821'THE MARK ON THE RIGHT.
 HC0821'
 HC0821'STATION MARKS, STAMPED---FLAT 1977---, ARE STANDARD DISKS.
 HC0821'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0821'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND
 HC0821'HAS A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS 134 FEET
 HC0821'EAST OF THE CENTER LINE OF COUNTY ROAD D, 54 FEET NORTH OF AN
 HC0821'18-INCH PINE TREE AND 20 FEET NORTHWEST OF A METAL WITNESS POST.
 HC0821'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HC0821'CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 HC0821'
 HC0821'REFERENCE MARK 1, STAMPED---FLAT NO 1 1977---IS A STANDARD
 HC0821'DISK, SET IN THE TOP OF A 12-1NCH CYLINDRICAL CONCRETE
 HC0821'MONUMENT THAT IS FLUSH WITH THE
 HC0821'GROUND SURFACE.  IT IS 59 FEET SOUTHEAST OF THE CENTER LINE
 HC0821'OF COUNTY ROAD D AND 7 FEET WEST OF A METAL WITNESS POST.
 HC0821'
 HC0821'REFERENCE MARK 2, STAMPED---FLAT NO 2 1977---IS A STANDARD
 HC0821'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HC0821'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 26 FEET
 HC0821'WEST-SOUTHWEST OF AN 18-INCH PINE TREE AND 16 FEET NORTHWEST
 HC0821'OF A 16-INCH PINE TREE.
 HC0821'
 HC0821'REFERENCE MARKS 3, STAMPED---FLAT NO 3 1977---ARE STANDARD
 HC0821'DISKS.  THE SURFACE DISK IS
 HC0821'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HC0821'IS FLUSH WITH THE GROUND SURFACE. IT IS 38 FEET SOUTHWEST OF
 HC0821'CENTER LINE OF STATE HIGHWAY 106, 13 FEET SOUTHEAST OF A
 HC0821'12-INCH OAK TREE AND 9 FEET NORTHEAST OF A METAL WITNESS POST.
 HC0821'A METAL ROD WAS EMBEDDED IN THE MONUMENT.  THE UNDERGROUND
 HC0821'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 HC0821'40 INCHES BELOW THE GROUND SURFACE.
 HC0821'
 HC0821'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO THE ANGLE.
 HC0821'
 HC0821'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1034 ***********************************************************************
 HC1034  DESIGNATION -  FLAT RIVER MUN STANDPIPE
 HC1034  PID         -  HC1034
 HC1034  STATE/COUNTY-  MO/ST FRANCOIS
 HC1034  USGS QUAD   -  FLAT RIVER (1982)
 HC1034
 HC1034                         *CURRENT SURVEY CONTROL
 HC1034  ___________________________________________________________________
 HC1034* NAD 83(1997)-  37 50 37.95054(N)    090 30 25.13172(W)     ADJUSTED  
 HC1034* NAVD 88     -                                                        
 HC1034  ___________________________________________________________________
 HC1034  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HC1034  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HC1034
 HC1034  HORZ ORDER  -  THIRD
 HC1034
 HC1034.The horizontal coordinates were established by classical geodetic methods
 HC1034.and adjusted by the National Geodetic Survey in February 2000..
 HC1034
 HC1034
 HC1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1034
 HC1034.The geoid height was determined by GEOID03.
 HC1034
 HC1034;                    North         East     Units Scale Factor Converg.
 HC1034;SPC MO E     -   223,104.329   249,385.582   MT  0.99993334   -0 00 15.4
 HC1034;UTM  15      - 4,191,421.814   719,360.902   MT  1.00019271   +1 31 48.4
 HC1034
 HC1034                          SUPERSEDED SURVEY CONTROL
 HC1034
 HC1034  NAD 83(1997)-  37 50 37.95631(N)    090 30 25.13130(W) AD(       ) 4
 HC1034  NAD 83(1986)-  37 50 37.96373(N)    090 30 25.12910(W) AD(       ) 4
 HC1034  NAD 27      -  37 50 37.77700(N)    090 30 24.68100(W) AD(       ) 3
 HC1034
 HC1034.Superseded values are not recommended for survey control.
 HC1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1034.See file dsdata.txt to determine how the superseded data were derived.
 HC1034
 HC1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1936191422(NAD 83)
 HC1034_MARKER: 52 = STANDPIPE TANK
 HC1034
 HC1034  HISTORY     - Date     Condition        Report By
 HC1034  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC1034
 HC1034                          STATION DESCRIPTION
 HC1034
 HC1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1034'THE STATION IS LOCATED ON A HIGH RIDGE AT THE SOUTH EDGE OF
 HC1034'FLAT RIVER.
 HC1034'
 HC1034'THE STANDPIPE IS OF STEEL CONSTRUCTION, PAINTED A GRAY COLOR AND
 HC1034'IS ABOUT 65 FEET HIGH.  THE APEX OF THE ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1032 ***********************************************************************
 HC1032  DESIGNATION -  FLAT RIVER RADIO STA KFMO MAST
 HC1032  PID         -  HC1032
 HC1032  STATE/COUNTY-  MO/ST FRANCOIS
 HC1032  USGS QUAD   -  FLAT RIVER (1982)
 HC1032
 HC1032                         *CURRENT SURVEY CONTROL
 HC1032  ___________________________________________________________________
 HC1032* NAD 83(1997)-  37 51 21.67923(N)    090 30 17.83842(W)     ADJUSTED  
 HC1032* NAVD 88     -                                                        
 HC1032  ___________________________________________________________________
 HC1032  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HC1032  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 HC1032
 HC1032  HORZ ORDER  -  THIRD
 HC1032
 HC1032.The horizontal coordinates were established by classical geodetic methods
 HC1032.and adjusted by the National Geodetic Survey in February 2000..
 HC1032
 HC1032
 HC1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1032
 HC1032.The geoid height was determined by GEOID03.
 HC1032
 HC1032;                    North         East     Units Scale Factor Converg.
 HC1032;SPC MO E     -   224,452.452   249,563.959   MT  0.99993334   -0 00 10.9
 HC1032;UTM  15      - 4,192,774.581   719,503.148   MT  1.00019348   +1 31 54.4
 HC1032
 HC1032                          SUPERSEDED SURVEY CONTROL
 HC1032
 HC1032  NAD 83(1997)-  37 51 21.68511(N)    090 30 17.83696(W) AD(       ) 4
 HC1032  NAD 83(1986)-  37 51 21.69242(N)    090 30 17.83569(W) AD(       ) 4
 HC1032  NAD 27      -  37 51 21.50600(N)    090 30 17.38000(W) AD(       ) 3
 HC1032
 HC1032.Superseded values are not recommended for survey control.
 HC1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1032.See file dsdata.txt to determine how the superseded data were derived.
 HC1032
 HC1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1950392775(NAD 83)
 HC1032_MARKER: 42 = RADIO/TV MAST
 HC1032
 HC1032  HISTORY     - Date     Condition        Report By
 HC1032  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC1032
 HC1032                          STATION DESCRIPTION
 HC1032
 HC1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1032'THE STATION IS LOCATED ABOUT 1 MILE EAST NORTHEAST OF FLAT RIVER
 HC1032'ON THE WEST SIDE OF U.S. HIGHWAY 67.
 HC1032'
 HC1032'THE MAST IS A ROUND STEEL POLE 215 FEET HIGH, ALTERNATELY
 HC1032'PAINTED ORANGE AND WHITE.
 HC1032'
 HC1032'THE TOP OF THE MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1031 ***********************************************************************
 HC1031  DESIGNATION -  FLAT RIVER UNION ELEC RAD MAST
 HC1031  PID         -  HC1031
 HC1031  STATE/COUNTY-  MO/ST FRANCOIS
 HC1031  USGS QUAD   -  FLAT RIVER (1982)
 HC1031
 HC1031                         *CURRENT SURVEY CONTROL
 HC1031  ___________________________________________________________________
 HC1031* NAD 83(1997)-  37 51 12.71299(N)    090 32 14.05013(W)     ADJUSTED  
 HC1031* NAVD 88     -                                                        
 HC1031  ___________________________________________________________________
 HC1031  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HC1031  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HC1031
 HC1031  HORZ ORDER  -  THIRD
 HC1031
 HC1031.The horizontal coordinates were established by classical geodetic methods
 HC1031.and adjusted by the National Geodetic Survey in February 2000..
 HC1031
 HC1031
 HC1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1031
 HC1031.The geoid height was determined by GEOID03.
 HC1031
 HC1031;                    North         East     Units Scale Factor Converg.
 HC1031;SPC MO E     -   224,176.668   246,723.182   MT  0.99993347   -0 01 22.3
 HC1031;UTM  15      - 4,192,422.723   716,670.061   MT  1.00017825   +1 30 42.7
 HC1031
 HC1031                          SUPERSEDED SURVEY CONTROL
 HC1031
 HC1031  NAD 83(1997)-  37 51 12.71886(N)    090 32 14.04912(W) AD(       ) 4
 HC1031  NAD 83(1986)-  37 51 12.72626(N)    090 32 14.04749(W) AD(       ) 4
 HC1031  NAD 27      -  37 51 12.53500(N)    090 32 13.59100(W) AD(       ) 3
 HC1031
 HC1031.Superseded values are not recommended for survey control.
 HC1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1031.See file dsdata.txt to determine how the superseded data were derived.
 HC1031
 HC1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1667092423(NAD 83)
 HC1031_MARKER: 42 = RADIO/TV MAST
 HC1031
 HC1031  HISTORY     - Date     Condition        Report By
 HC1031  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC1031
 HC1031                          STATION DESCRIPTION
 HC1031
 HC1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1031'THE STATION IS LOCATED ABOUT 1/2 MILE WEST SOUTHWEST OF THE CENTER
 HC1031'OF FLAT RIVER ON A HIGH TIMBERED RIDGE.
 HC1031'
 HC1031'THE MAST IS OF STEEL CONSTRUCTION 300 FEET HIGH AND IS ALTERNATELY
 HC1031'PAINTED ORANGE AND WHITE.  THE TOP OF THE MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0822 ***********************************************************************
 HC0822  DESIGNATION -  FLAT RM 3
 HC0822  PID         -  HC0822
 HC0822  STATE/COUNTY-  MO/SHANNON
 HC0822  USGS QUAD   -  SUMMERSVILLE NE (1985)
 HC0822
 HC0822                         *CURRENT SURVEY CONTROL
 HC0822  ___________________________________________________________________
 HC0822* NAD 83(1997)-  37 10 12.94446(N)    091 32 29.23967(W)     ADJUSTED  
 HC0822* NAVD 88     -       378.0    (meters)    1240.     (feet)  VERTCON   
 HC0822  ___________________________________________________________________
 HC0822  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HC0822  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HC0822
 HC0822  HORZ ORDER  -  SECOND
 HC0822
 HC0822.The horizontal coordinates were established by classical geodetic methods
 HC0822.and adjusted by the National Geodetic Survey in February 2000..
 HC0822.No horizontal observational check was made to the station.
 HC0822
 HC0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0822
 HC0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0822
 HC0822.The geoid height was determined by GEOID03.
 HC0822
 HC0822;                    North         East     Units Scale Factor Converg.
 HC0822;SPC MO E     -   148,854.811   157,510.194   MT  1.00003867   -0 37 45.4
 HC0822;UTM  15      - 4,114,756.320   629,489.433   MT  0.99980655   +0 52 52.9
 HC0822
 HC0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0822!SPC MO E     -   0.99994541  x   1.00003867  =   0.99998407
 HC0822!UTM  15      -   0.99994541  x   0.99980655  =   0.99975197
 HC0822
 HC0822                          SUPERSEDED SURVEY CONTROL
 HC0822
 HC0822  NAD 83(1986)-  37 10 12.95620(N)    091 32 29.23826(W) AD(       ) 2
 HC0822  NAD 27      -  37 10 12.78693(N)    091 32 28.73251(W) AD(       ) 2
 HC0822  NGVD 29 (07/19/86)  377.9    (m)         1240.     (f) VERT ANG       
 HC0822
 HC0822.Superseded values are not recommended for survey control.
 HC0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0822.See file dsdata.txt to determine how the superseded data were derived.
 HC0822
 HC0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB2948914756(NAD 83)
 HC0822_MARKER: DR = REFERENCE MARK DISK
 HC0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0822+STABILITY: SURFACE MOTION
 HC0822
 HC0822  HISTORY     - Date     Condition        Report By
 HC0822  HISTORY     - 1978     MONUMENTED       NGS
 HC0822
 HC0822                          STATION DESCRIPTION
 HC0822
 HC0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HC0822'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF ROUND
 HC0822'SPRING, 10-1/4 MILES WEST-NORTHWEST OF EMINENCE, 6-1/4 MILES
 HC0822'EAST OF SUMMERSVILLE, IN THE CENTRAL PORTION OF SECTION 19,
 HC0822'T 29 N, R 5 W, AND ON THE HIGHWAY RIGHT-OF-WAY.
 HC0822'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HC0822'FLAT, USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 HC0822'
 HC0822'TO REACH THE STATION FROM THE POST OFFICE IN SUMMERSVILLE, GO
 HC0822'EASTERLY ON STATE HIGHWAY 106 FOR 6.35 MILES TO THE JUNCTION
 HC0822'OF COUNTY ROAD D AND STATE HIGHWAY 106.  TURN RIGHT AND GO
 HC0822'SOUTHEAST ON STATE HIGHWAY 106 FOR 0.05 MILE TO A SIDE ROAD ON
 HC0822'THE LEFT AND THE STATION ON THE RIGHT.
 HC0822'
 HC0822'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS,
 HC0822'STAMPED---FLAT NO 3 1977---.  THE SURFACE DISK IS SET IN THE
 HC0822'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 HC0822'WITH THE GROUND SURFACE, WITH A METAL ROD EMBEDDED
 HC0822'IN THE MONUMENT.  IT IS 38 FEET SOUTHWEST OF THE CENTER LINE
 HC0822'OF STATE HIGHWAY 106, 13 FEET SOUTHEAST OF A 12-INCH OAK TREE
 HC0822'AND 9 FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 HC0822'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 HC0822'WHICH IS 40 INCHES BELOW THE GROUND SURFACE.
 HC0822'
 HC0822'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1097 ***********************************************************************
 GE1097  DESIGNATION -  FLAT TOP
 GE1097  PID         -  GE1097
 GE1097  STATE/COUNTY-  MO/RIPLEY
 GE1097  USGS QUAD   -  POYNOR (1997)
 GE1097
 GE1097                         *CURRENT SURVEY CONTROL
 GE1097  ___________________________________________________________________
 GE1097* NAD 83(1997)-  36 34 47.94807(N)    090 55 47.97025(W)     ADJUSTED  
 GE1097* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 GE1097  ___________________________________________________________________
 GE1097  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 GE1097  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GE1097
 GE1097  HORZ ORDER  -  SECOND
 GE1097
 GE1097.The horizontal coordinates were established by classical geodetic methods
 GE1097.and adjusted by the National Geodetic Survey in February 2000..
 GE1097
 GE1097.The orthometric height was scaled from a topographic map.
 GE1097
 GE1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1097
 GE1097.The geoid height was determined by GEOID03.
 GE1097
 GE1097;                    North         East     Units Scale Factor Converg.
 GE1097;SPC MO E     -    82,931.184   211,518.687   MT  0.99995157   -0 15 22.5
 GE1097;SPC AR N     -   249,784.737   495,770.968   MT  1.00008693   +0 37 21.5
 GE1097;SPC AR N     -   819,502.09  1,626,541.92   sFT  1.00008693   +0 37 21.5
 GE1097;UTM  15      - 4,050,274.696   685,201.068   MT  1.00002259   +1 14 02.3
 GE1097
 GE1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1097!SPC MO E     -   0.99997819  x   0.99995157  =   0.99992976
 GE1097!SPC AR N     -   0.99997819  x   1.00008693  =   1.00006512
 GE1097!UTM  15      -   0.99997819  x   1.00002259  =   1.00000078
 GE1097
 GE1097|---------------------------------------------------------------------|
 GE1097| PID    Reference Object                     Distance      Geod. Az  |
 GE1097|                                                           dddmmss.s |
 GE1097| CI4459 FLAT TOP RM 1                        25.491 METERS 04822     |
 GE1097| CI4458 FLAT TOP AZ MK                                     1311338.1 |
 GE1097| CI4460 FLAT TOP RM 2                        14.733 METERS 33449     |
 GE1097|---------------------------------------------------------------------|
 GE1097
 GE1097                          SUPERSEDED SURVEY CONTROL
 GE1097
 GE1097  NAD 83(1997)-  36 34 47.94952(N)    090 55 47.96973(W) AD(       ) 2
 GE1097  NAD 83(1986)-  36 34 47.95522(N)    090 55 47.96965(W) AD(       ) 2
 GE1097  NAD 27      -  36 34 47.73920(N)    090 55 47.52130(W) AD(       ) 2
 GE1097
 GE1097.Superseded values are not recommended for survey control.
 GE1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1097.See file dsdata.txt to determine how the superseded data were derived.
 GE1097
 GE1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8520150275(NAD 83)
 GE1097_MARKER: DS = TRIANGULATION STATION DISK
 GE1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1097_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1097
 GE1097  HISTORY     - Date     Condition        Report By
 GE1097  HISTORY     - 1956     MONUMENTED       CGS
 GE1097
 GE1097                          STATION DESCRIPTION
 GE1097
 GE1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE1097'THE STATION IS ABOUT 7 MILES SOUTHWEST OF DONIPHAN, 1/2 MILE
 GE1097'NORTHWEST OF COUNTY ROAD EE, ON THE HIGHEST POINT IN THE
 GE1097'IMMEDIATE VICINITY WHICH IS IN SECTION 2, T 22 N, R 1 E,
 GE1097'AND ON LAND OWNED BY EUGENE HUNTER.
 GE1097'
 GE1097'TO REACH THE STATION FROM THE EAST END OF A BRIDGE SPANNING THE
 GE1097'CURRENT RIVER AT THE WEST EDGE OF DONIPHAN, GO WEST ACROSS
 GE1097'THE BRIDGE ON U.S. HIGHWAY 160 FOR 1.0 MILE TO STATE HIGHWAYS
 GE1097'21 AND 142, TURN LEFT AND GO SOUTHERLY ON HIGHWAYS 21 AND 142
 GE1097'FOR 1.2 MILES TO THEIR JUNCTION, TURN RIGHT AND GO WESTERLY
 GE1097'ON HIGHWAY 142 FOR 3.3 MILES TO COUNTY ROAD EE, TURN LEFT AND
 GE1097'GO SOUTH ON COUNTY ROAD EE FOR 1.4 MILES TO A FARM HOUSE ON
 GE1097'THE LEFT AND A GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH THE
 GE1097'GATE AND FOLLOW A TRACK ROAD NORTH AND WEST FOR 0.4 MILE TO
 GE1097'THE RUINS OF AN OLD CABIN AND A CISTERN, AND THE AZIMUTH
 GE1097'MARK ON THE RIGHT.  PASS TO THE LEFT OF THE CABIN AND FOLLOW A
 GE1097'WOODS ROAD NORTHWESTERLY FOR 0.2 MILE TO THE HIGHEST POINT
 GE1097'AND THE STATION.
 GE1097'
 GE1097'THE STATION MARKS ARE STANDARD DISKS STAMPED FLAT TOP 1956.
 GE1097'THE SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND
 GE1097'CONCRETE POST 12-INCHES IN DIAMETER.  IT IS 20 FEET SOUTHWEST
 GE1097'OF AN OAK TREE HAVING A TRIANGULAR BLAZE ON THE SOUTH SIDE.
 GE1097'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 4 FEET NORTH OF THE
 GE1097'MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 GE1097'CONCRETE 36 INCHES BELOW THE GROUND.
 GE1097'
 GE1097'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLAT TOP NO 1 1956,
 GE1097'SET IN A DRILL HOLE IN A 4 X 6 FOOT BOULDER THAT PROJECTS 4
 GE1097'FEET.  IT IS 81 FEET NORTHEAST OF THE WITNESS POST.
 GE1097'
 GE1097'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLAT TOP NO 2 1956,
 GE1097'SET IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER THAT PROJECTS 2
 GE1097'FEET.  IT IS 45 FEET NORTHWEST OF THE WITNESS POST.
 GE1097'
 GE1097'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FLAT TOP 1956, SET IN
 GE1097'A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 1 INCH.  IT IS 62
 GE1097'FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD, 34 FEET SOUTH
 GE1097'OF THE CISTERN.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET
 GE1097'SOUTHWEST OF THE MARK.
 GE1097'
 GE1097'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0976 ***********************************************************************
 GE0976  DESIGNATION -  FLATWOOD
 GE0976  PID         -  GE0976
 GE0976  STATE/COUNTY-  MO/WAYNE
 GE0976  USGS QUAD   -  HENDRICKSON (1976)
 GE0976
 GE0976                         *CURRENT SURVEY CONTROL
 GE0976  ___________________________________________________________________
 GE0976* NAD 83(1997)-  36 56 55.15579(N)    090 24 20.38484(W)     ADJUSTED  
 GE0976* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 GE0976  ___________________________________________________________________
 GE0976  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 GE0976  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GE0976
 GE0976  HORZ ORDER  -  SECOND
 GE0976
 GE0976.The horizontal coordinates were established by classical geodetic methods
 GE0976.and adjusted by the National Geodetic Survey in February 2000..
 GE0976
 GE0976.The orthometric height was scaled from a topographic map.
 GE0976
 GE0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0976
 GE0976.The geoid height was determined by GEOID03.
 GE0976
 GE0976;                    North         East     Units Scale Factor Converg.
 GE0976;SPC MO E     -   123,758.930   258,402.226   MT  0.99993420   +0 03 24.1
 GE0976;UTM  15      - 4,092,321.479   731,011.166   MT  1.00025748   +1 33 36.5
 GE0976
 GE0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0976!SPC MO E     -   0.99997431  x   0.99993420  =   0.99990852
 GE0976!UTM  15      -   0.99997431  x   1.00025748  =   1.00023179
 GE0976
 GE0976|---------------------------------------------------------------------|
 GE0976| PID    Reference Object                     Distance      Geod. Az  |
 GE0976|                                                           dddmmss.s |
 GE0976| CI4461 FLATWOOD RM 1                        21.321 METERS 05143     |
 GE0976| GE0958 MISSOURI                            APPROX. 8.9 KM 1212843.4 |
 GE0976| CI4463 FLATWOOD RM 3                                      13503     |
 GE0976| CI4462 FLATWOOD RM 2                        25.554 METERS 17732     |
 GE0976| GE0975 FLATWOODS LOOKOUT TOWER              21.210 METERS 28217     |
 GE0976|---------------------------------------------------------------------|
 GE0976
 GE0976                          SUPERSEDED SURVEY CONTROL
 GE0976
 GE0976  NAD 83(1997)-  36 56 55.16046(N)    090 24 20.38581(W) AD(       ) 2
 GE0976  NAD 83(1997)-  36 56 55.16613(N)    090 24 20.38584(W) AD(       ) 2
 GE0976  NAD 83(1986)-  36 56 55.16700(N)    090 24 20.38504(W) AD(       ) 2
 GE0976  NAD 27      -  36 56 54.97860(N)    090 24 19.98560(W) AD(       ) 2
 GE0976
 GE0976.Superseded values are not recommended for survey control.
 GE0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0976.See file dsdata.txt to determine how the superseded data were derived.
 GE0976
 GE0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3101192321(NAD 83)
 GE0976_MARKER: DS = TRIANGULATION STATION DISK
 GE0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0976+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2005
 GE0976
 GE0976  HISTORY     - Date     Condition        Report By
 GE0976  HISTORY     - 1963     MONUMENTED       CGS
 GE0976  HISTORY     - 20020903 GOOD             USACE
 GE0976  HISTORY     - 20050408 GOOD             ZAMBRA
 GE0976
 GE0976                          STATION DESCRIPTION
 GE0976
 GE0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE0976'THE STATION IS ABOUT 13-1/2 MILES NORTH OF POPLAR BLUFF,
 GE0976'ABOUT 12-1/4 MILES SOUTH AND 2-3/4 MILES EAST OF GREENVILLE,
 GE0976'ABOUT 7 MILES WEST OF WAPPAPELLO DAM, NEAR THE SECTION LINE
 GE0976'BETWEEN SECTIONS 33 AND 34, T. 27 N., R. 6 E., AND ON PROPERTY
 GE0976'OF THE CLARK NATIONAL FOREST.  IT IS 225 FEET WEST OF THE
 GE0976'CENTERLINE OF COUNTY ROAD PP, 132 FEET NORTH OF THE CENTERLINE
 GE0976'OF STATE HIGHWAY 172, 63 FEET EAST OF THE SOUTHEAST LEG
 GE0976'OF THE LOOKOUT TOWER, 10 FEET SOUTHEAST OF THE SOUTHWEST
 GE0976'ONE OF FOUR CONCRETE PILLARS AND 5 FEET SOUTHEAST OF A
 GE0976'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 GE0976'STAMPED FLATWOOD 1963.
 GE0976'
 GE0976'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 GE0976'HIGHWAY 172, 14.65 MILES BY ROAD SOUTH OF GREENVILLE, GO
 GE0976'EAST ON HIGHWAY 172 FOR 3.6 MILES TO THE JUNCTION WITH COUNTY
 GE0976'ROAD PP AND THE STATION AND THE LOOKOUT TOWER ON THE LEFT.
 GE0976'
 GE0976'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTHEAST
 GE0976'ON HIGHWAY 172 FOR 0.1 MILE TO REFERENCE MARK 3 ON THE LEFT.
 GE0976'
 GE0976'REFERENCE MARK 1 IS 55 FEET NORTHEAST OF THE SOUTHEAST ONE
 GE0976'OF FOUR CONCRETE PILLARS AND 28 FEET EAST OF A 14 INCH OAK
 GE0976'TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE0976'FLATWOOD NO 1 1963.
 GE0976'
 GE0976'REFERENCE MARK 2 IS 47 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 GE0976'172, 29 FEET EAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY
 GE0976'AND 7 FEET NORTHEAST OF A 16 INCH OAK TREE.  THE MONUMENT
 GE0976'PROJECTS 8 INCHES AND THE DISK IS STAMPED FLATWOOD NO 2 1963.
 GE0976'
 GE0976'REFERENCE MARK 3 IS 34 FEET NORTHEAST OF THE CENTERLINE
 GE0976'OF HIGHWAY 172 AND 2 FEET SOUTHWEST OF A WITNESS POST.  THE
 GE0976'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED FLATWOOD
 GE0976'NO 3 1963.
 GE0976'
 GE0976'NO MEASUREMENT BETWEEN RMS, TREE ON LINE.
 GE0976'
 GE0976'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE0976
 GE0976                          STATION RECOVERY (2002)
 GE0976
 GE0976'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0976'RECOVERED IN GOOD CONDITION.
 GE0976
 GE0976                          STATION RECOVERY (2005)
 GE0976
 GE0976'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2005
 GE0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1088 ***********************************************************************
 GE1088  DESIGNATION -  FLATWOODS
 GE1088  PID         -  GE1088
 GE1088  STATE/COUNTY-  MO/RIPLEY
 GE1088  USGS QUAD   -  FLATWOODS (1979)
 GE1088
 GE1088                         *CURRENT SURVEY CONTROL
 GE1088  ___________________________________________________________________
 GE1088* NAD 83(1997)-  36 41 18.34826(N)    090 41 05.53749(W)     ADJUSTED  
 GE1088* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 GE1088  ___________________________________________________________________
 GE1088  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GE1088  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 GE1088
 GE1088  HORZ ORDER  -  THIRD
 GE1088
 GE1088.The horizontal coordinates were established by classical geodetic methods
 GE1088.and adjusted by the National Geodetic Survey in February 2000..
 GE1088
 GE1088.The orthometric height was scaled from a topographic map.
 GE1088
 GE1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1088
 GE1088.The geoid height was determined by GEOID03.
 GE1088
 GE1088;                    North         East     Units Scale Factor Converg.
 GE1088;SPC MO E     -    94,894.426   233,478.471   MT  0.99993669   -0 06 37.6
 GE1088;UTM  15      - 4,062,807.364   706,844.707   MT  1.00012713   +1 23 01.3
 GE1088
 GE1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1088!SPC MO E     -   0.99997823  x   0.99993669  =   0.99991492
 GE1088!UTM  15      -   0.99997823  x   1.00012713  =   1.00010536
 GE1088
 GE1088|---------------------------------------------------------------------|
 GE1088| PID    Reference Object                     Distance      Geod. Az  |
 GE1088|                                                           dddmmss.s |
 GE1088| CI4465 FLATWOODS RM 1                       17.956 METERS 02041     |
 GE1088| GE1081 LONE HILL MICROWAVE RAD MAST        APPROX.13.3 KM 0824319.0 |
 GE1088| CI4466 FLATWOODS RM 2                       18.719 METERS 10617     |
 GE1088| CI4464 FLATWOODS AZ MK                                    1880438.5 |
 GE1088|---------------------------------------------------------------------|
 GE1088
 GE1088                          SUPERSEDED SURVEY CONTROL
 GE1088
 GE1088  NAD 83(1997)-  36 41 18.35132(N)    090 41 05.53791(W) AD(       ) 3
 GE1088  NAD 83(1997)-  36 41 18.35266(N)    090 41 05.53838(W) AD(       ) 3
 GE1088  NAD 83(1986)-  36 41 18.35672(N)    090 41 05.53773(W) AD(       ) 3
 GE1088  NAD 27      -  36 41 18.15490(N)    090 41 05.11430(W) AD(       ) 3
 GE1088
 GE1088.Superseded values are not recommended for survey control.
 GE1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1088.See file dsdata.txt to determine how the superseded data were derived.
 GE1088
 GE1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0684562807(NAD 83)
 GE1088_MARKER: DS = TRIANGULATION STATION DISK
 GE1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1088_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1088
 GE1088  HISTORY     - Date     Condition        Report By
 GE1088  HISTORY     - 1957     MONUMENTED       CGS
 GE1088
 GE1088                          STATION DESCRIPTION
 GE1088
 GE1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1088'STATION IS ON TOP OF A SMALL WOODED RIDGE, ABOUT 9 MILES
 GE1088'NORTHEAST OF DONIPHAN, ABOUT 9 MILES NORTH-NORTHWEST OF NAYLOR,
 GE1088'AND IN THE NORTHEAST QUARTER OF SECTION 36 T 24 N, R 3 E.  THE
 GE1088'PROPERTY IS OWNED BY MR. PAUL MILLER, POPLAR BLUFF, MO.
 GE1088'
 GE1088'REACHED FROM THE POST OFFICE IN FAIRDEALING, ON THE NORTH SIDE
 GE1088'OF U.S. HIGHWAY 160, BY GOING WEST ON U.S. HIGHWAY 160 FOR 4.7
 GE1088'MILES TO A SIDE ROAD RIGHT, COUNTY ROAD BB, AND A SERVICE
 GE1088'STATION-STORE IN THE NORTHWEST CORNER OF THE INTERSECTION.
 GE1088'TURN RIGHT, NORTH, ON COUNTY ROAD BB FOR 1.0 MILE TO A CROSSROAD,
 GE1088'TURN RIGHT ON GRAVEL ROAD, LEAVING ROAD BB, AND GO EAST FOR 0.8
 GE1088'MILE TO A T-ROAD INTERSECTION, AND THE AZIMUTH MARK IN THE
 GE1088'SOUTHEAST ANGLE OF THE INTERSECTION ON THE RIGHT SIDE OF THE
 GE1088'ROAD.  CONTINUE STRAIGHT AHEAD, EAST, FOR 0.2 MILE TO A SIDE
 GE1088'ROAD LEFT, TURN LEFT, NORTH, FOR 0.5 MILE TO A DIM WOODS ROAD ON
 GE1088'THE LEFT.  GO WEST AND NORTH ON THE DIM WOODS ROAD FOR 0.15
 GE1088'MILE TO THE STATION ON THE RIGHT.
 GE1088'
 GE1088'STATION MARKS ARE STANDARD DISKS, STAMPED FLATWOODS 1956.  THE
 GE1088'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, ROUND, CONCRETE
 GE1088'POST PROJECTING 8 INCHES.  IT IS 36 FEET NORTH OF THE CENTER OF
 GE1088'THE WOODS ROAD, 56.5 FEET NORTHEAST OF A TRIANGULAR BLAZE ON
 GE1088'AN 8 INCH HICKORY TREE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 GE1088'PLACED 3 FEET NORTHWEST OF THE MARK.  THE UNDERGROUND MARK IS SET
 GE1088'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 GE1088'SURFACE.
 GE1088'
 GE1088'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLATWOODS NO 1 1956,
 GE1088'SET IN A 10 INCH, ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 GE1088'IT IS 10 FEET SOUTH OF A 6 INCH HICKORY.
 GE1088'
 GE1088'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLATWOODS NO 2 1956,
 GE1088'SET IN A 10 INCH ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 GE1088'IT IS 13 FEET NORTH OF THE CENTER OF THE WOODS ROAD.
 GE1088'
 GE1088'AZIMUTH MARK IS A STANDARD DISK, STAMPED FLATWOODS 1956, SET IN
 GE1088'THE TOP OF A 10 INCH, ROUND, CONCRETE POST WHICH PROJECTS 7
 GE1088'INCHES.  IT IS 34 FEET SOUTHEAST OF A T ROAD INTERSECTION, 22
 GE1088'FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 28 FEET EAST
 GE1088'OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 10 FEET EAST OF A
 GE1088'TELEPHONE POLE, AND A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2.5
 GE1088'FEET SOUTHWEST OF THE MARK.
 GE1088'
 GE1088'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0975 ***********************************************************************
 GE0975  DESIGNATION -  FLATWOODS LOOKOUT TOWER
 GE0975  PID         -  GE0975
 GE0975  STATE/COUNTY-  MO/WAYNE
 GE0975  USGS QUAD   -  HENDRICKSON (1976)
 GE0975
 GE0975                         *CURRENT SURVEY CONTROL
 GE0975  ___________________________________________________________________
 GE0975* NAD 83(1997)-  36 56 55.30224(N)    090 24 21.22244(W)     ADJUSTED  
 GE0975* NAVD 88     -                                                        
 GE0975  ___________________________________________________________________
 GE0975  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 GE0975  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GE0975
 GE0975  HORZ ORDER  -  THIRD
 GE0975
 GE0975.The horizontal coordinates were established by classical geodetic methods
 GE0975.and adjusted by the National Geodetic Survey in February 2000..
 GE0975
 GE0975
 GE0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0975
 GE0975.The geoid height was determined by GEOID03.
 GE0975
 GE0975;                    North         East     Units Scale Factor Converg.
 GE0975;SPC MO E     -   123,763.424   258,381.499   MT  0.99993420   +0 03 23.6
 GE0975;UTM  15      - 4,092,325.428   730,990.321   MT  1.00025736   +1 33 36.0
 GE0975
 GE0975                          SUPERSEDED SURVEY CONTROL
 GE0975
 GE0975  NAD 83(1997)-  36 56 55.30691(N)    090 24 21.22341(W) AD(       ) 4
 GE0975  NAD 83(1997)-  36 56 55.31258(N)    090 24 21.22344(W) AD(       ) 4
 GE0975  NAD 83(1986)-  36 56 55.31345(N)    090 24 21.22264(W) AD(       ) 4
 GE0975  NAD 27      -  36 56 55.12500(N)    090 24 20.82300(W) AD(       ) 3
 GE0975
 GE0975.Superseded values are not recommended for survey control.
 GE0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0975.See file dsdata.txt to determine how the superseded data were derived.
 GE0975
 GE0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3099092325(NAD 83)
 GE0975_MARKER: 57 = LOOKOUT TOWER
 GE0975
 GE0975  HISTORY     - Date     Condition        Report By
 GE0975  HISTORY     - 1963     FIRST OBSERVED   CGS
 GE0975
 GE0975                          STATION DESCRIPTION
 GE0975
 GE0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE0975'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER
 GE0975'LOCATED ABOUT 13-1/2 MILES NORTH OF POPLAR BLUFF, ABOUT
 GE0975'12-1/4 MILES SOUTH AND 2-3/4 MILES EAST OF GREENVILLE, ABOUT
 GE0975'7 MILES WEST OF WAPPAPELLO DAM, NEAR THE SECTION LINE BETWEEN
 GE0975'SECTIONS 33 AND 34, T. 27 N., R. 6 E., AND ON THE PROPERTY
 GE0975'OF THE CLARK NATIONAL FOREST.  IT IS A FOUR LEGGED STEEL
 GE0975'STRUCTURE WITH AN OPEN OBSERVATION ROOM AND A COMPASS AT
 GE0975'THE TOP.  THE OVERALL HEIGHT IS 60 FEET.
 GE0975'
 GE0975'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY
 GE0975'172, 14.65 MILES BY ROAD SOUTH OF GREENVILLE, GO EAST ON HIGHWAY
 GE0975'172 FOR 3.6 MILES TO THE JUNCTION WITH COUNTY ROAD PP AND THE
 GE0975'STATION ON THE LEFT ABOUT 300 FEET BEFORE REACHING THE JUNCTION.
 GE0975'
 GE0975'NOTE- A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 GE0975'STATION FLATWOOD, THE DISTANCE BEING 69.6 FEET AND 21.21
 GE0975'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1445 ***********************************************************************
 JC1445  DESIGNATION -  FLORENCE
 JC1445  PID         -  JC1445
 JC1445  STATE/COUNTY-  MO/MONTGOMERY
 JC1445  USGS QUAD   -  NEW FLORENCE (1973)
 JC1445
 JC1445                         *CURRENT SURVEY CONTROL
 JC1445  ___________________________________________________________________
 JC1445* NAD 83(1997)-  38 53 30.96426(N)    091 26 35.26395(W)     ADJUSTED  
 JC1445* NAVD 88     -       269.9    (meters)     885.     (feet)  VERTCON   
 JC1445  ___________________________________________________________________
 JC1445  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 JC1445  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JC1445
 JC1445  HORZ ORDER  -  SECOND
 JC1445
 JC1445.The horizontal coordinates were established by classical geodetic methods
 JC1445.and adjusted by the National Geodetic Survey in February 2000..
 JC1445
 JC1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1445
 JC1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1445
 JC1445.The geoid height was determined by GEOID03.
 JC1445
 JC1445;                    North         East     Units Scale Factor Converg.
 JC1445;SPC MO E     -   339,857.582   168,180.670   MT  1.00001574   -0 35 31.8
 JC1445;UTM  15      - 4,305,936.460   635,020.583   MT  0.99982449   +0 58 39.5
 JC1445
 JC1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1445!SPC MO E     -   0.99996269  x   1.00001574  =   0.99997843
 JC1445!UTM  15      -   0.99996269  x   0.99982449  =   0.99978719
 JC1445
 JC1445|---------------------------------------------------------------------|
 JC1445| PID    Reference Object                     Distance      Geod. Az  |
 JC1445|                                                           dddmmss.s |
 JC1445| CN6882 FLORENCE RM 1                        22.311 METERS 09238     |
 JC1445| CN6883 FLORENCE RM 2                        27.569 METERS 18416     |
 JC1445| JC1446 NEW FLORENCE MUN TANK               APPROX. 1.8 KM 3474936.6 |
 JC1445|---------------------------------------------------------------------|
 JC1445
 JC1445                          SUPERSEDED SURVEY CONTROL
 JC1445
 JC1445  NAD 83(1997)-  38 53 30.97650(N)    091 26 35.26435(W) AD(       ) 2
 JC1445  NAD 83(1986)-  38 53 30.98348(N)    091 26 35.26518(W) AD(       ) 2
 JC1445  NAD 27      -  38 53 30.83319(N)    091 26 34.68028(W) AD(       ) 2
 JC1445  NGVD 29 (07/19/86)  269.9    (m)          885.     (f) VERT ANG       
 JC1445
 JC1445.Superseded values are not recommended for survey control.
 JC1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1445.See file dsdata.txt to determine how the superseded data were derived.
 JC1445
 JC1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD3502105936(NAD 83)
 JC1445_MARKER: DD = SURVEY DISK
 JC1445_SETTING: 0 = UNSPECIFIED SETTING
 JC1445
 JC1445  HISTORY     - Date     Condition        Report By
 JC1445  HISTORY     - 1970     MONUMENTED       USGS
 JC1445
 JC1445                          STATION DESCRIPTION
 JC1445
 JC1445'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1445'THE STATION IS LOCATED ABOUT 1.5 MI S.-SE. OF NEW FLORENCE, IN
 JC1445'THE S. HALF OF SEC. 26, T. 48 N., R. 5 W., IN THE RIGHT-OF-WAY OF
 JC1445'A N.-S. BLACKTOP RD. (OLD STATE HWY. 19), 0.8 MI N. OF JCT. WITH
 JC1445'NEW STATE HWY. 19, 0.2 MI S. OF A STATE HWY. MAINTENANCE LOT AND
 JC1445'ABOUT 0.3 MI S. OF INTERSTATE HWY. 70.
 JC1445'
 JC1445'TO REACH THE STATION FROM THE NEW FLORENCE POST OFFICE, DRIVE
 JC1445'S. ON CO. HWY. WW FOR 1.05 MI TO JCT. WITH THE N. OUTER RD. OF
 JC1445'I-70, TURN RIGHT AND DRIVE W.-NW. ON THE N. OUTER RD. FOR 0.9 MI
 JC1445'TO JCT. WITH STATE HWY. 19, TURN LEFT AND DRIVE S. ON STATE HWY.
 JC1445'19, ACROSS OVERPASS BRIDGE OF I-70, FOR 0.25 MI TO JCT. WITH THE
 JC1445'S. OUTER RD. OF I-70, TURN LEFT AND DRIVE E.-SE. FOR 0.8 MI ON
 JC1445'S. OUTER RD. TO JCT. OF A BLACKTOP RD. LEADING S., TURN RIGHT
 JC1445'AND DRIVE S. FOR 0.25 MI TO STATION ON RIGHT.
 JC1445'
 JC1445'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 JC1445'FLORENCE 1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 JC1445'FLUSH WITH GROUND AND SET IN A 6 IN. TILE FILLED WITH GRAVEL.
 JC1445'
 JC1445'STATION MARK IS 33.5 FT W. OF CENTER OF THE RD., 318 FT S. OF THE
 JC1445'JCT. OF THE S. ENTRANCE TO THE STATE HWY. MAINTENANCE LOT AND 5.2
 JC1445'FT E. OF THE RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 JC1445'
 JC1445'REFERENCE MARK 1 IS 73.20 FT (22.311 M.) E. OF STATION, 39 FT
 JC1445'E. OF CENTER OF RD., 6 FT N. OF CENTER OF A 12 IN. ELM TREE AND
 JC1445'1.5 FT W. OF THE RIGHT-OF-WAY FENCE.
 JC1445'
 JC1445'REFERENCE MARK 2 IS 90.45 FT (27.569 M.) S. OF STATION, 37.5 FT
 JC1445'W. OF CENTER OF RD. AND 1 FT E. OF FENCE.
 JC1445'
 JC1445'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 117.97 FT
 JC1445'(35.958 M.)
 JC1445'
 JC1445'AZIMUTH MARK IS NEW FLORENCE MUNICIPAL WATER TANK, VISIBLE FROM
 JC1445'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1610 ***********************************************************************
 JC1610  DESIGNATION -  FLORISSANT TALL WATER TANK
 JC1610  PID         -  JC1610
 JC1610  STATE/COUNTY-  MO/ST LOUIS
 JC1610  USGS QUAD   -  FLORISSANT (1998)
 JC1610
 JC1610                         *CURRENT SURVEY CONTROL
 JC1610  ___________________________________________________________________
 JC1610* NAD 83(1997)-  38 48 08.32646(N)    090 22 00.53731(W)     ADJUSTED  
 JC1610* NAVD 88     -                                                        
 JC1610  ___________________________________________________________________
 JC1610  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 JC1610  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JC1610
 JC1610  HORZ ORDER  -  THIRD
 JC1610
 JC1610.The horizontal coordinates were established by classical geodetic methods
 JC1610.and adjusted by the National Geodetic Survey in February 2000..
 JC1610
 JC1610
 JC1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1610
 JC1610.The geoid height was determined by GEOID03.
 JC1610
 JC1610;                    North         East     Units Scale Factor Converg.
 JC1610;SPC MO E     -   329,494.727   261,568.524   MT  0.99993498   +0 05 00.4
 JC1610;UTM  15      - 4,298,133.297   728,662.601   MT  1.00024390   +1 39 02.7
 JC1610
 JC1610                          SUPERSEDED SURVEY CONTROL
 JC1610
 JC1610  NAD 83(1997)-  38 48 08.32709(N)    090 22 00.53761(W) AD(       ) 4
 JC1610  NAD 83(1986)-  38 48 08.34015(N)    090 22 00.53744(W) AD(       ) 4
 JC1610  NAD 27      -  38 48 08.15500(N)    090 22 00.13000(W) AD(       ) 3
 JC1610
 JC1610.Superseded values are not recommended for survey control.
 JC1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1610.See file dsdata.txt to determine how the superseded data were derived.
 JC1610
 JC1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2866398133(NAD 83)
 JC1610_MARKER: 51 = TANK
 JC1610
 JC1610  HISTORY     - Date     Condition        Report By
 JC1610  HISTORY     - 1931     FIRST OBSERVED   CGS
 JC1610
 JC1610                          STATION DESCRIPTION
 JC1610
 JC1610'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1068 ***********************************************************************
 HC1068  DESIGNATION -  FLOYD LOOKOUT TOWER
 HC1068  PID         -  HC1068
 HC1068  STATE/COUNTY-  MO/WASHINGTON
 HC1068  USGS QUAD   -  SHIRLEY (1958)
 HC1068
 HC1068                         *CURRENT SURVEY CONTROL
 HC1068  ___________________________________________________________________
 HC1068* NAD 83(1997)-  37 58 53.10385(N)    090 58 39.14506(W)     ADJUSTED  
 HC1068* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 HC1068  ___________________________________________________________________
 HC1068  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 HC1068  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 HC1068
 HC1068  HORZ ORDER  -  THIRD
 HC1068
 HC1068.The horizontal coordinates were established by classical geodetic methods
 HC1068.and adjusted by the National Geodetic Survey in February 2000..
 HC1068
 HC1068.The orthometric height was scaled from a topographic map.
 HC1068
 HC1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1068
 HC1068.The geoid height was determined by GEOID03.
 HC1068
 HC1068;                    North         East     Units Scale Factor Converg.
 HC1068;SPC MO E     -   238,477.393   208,048.557   MT  0.99995500   -0 17 38.0
 HC1068;UTM  15      - 4,205,682.955   677,620.392   MT  0.99998858   +1 14 41.9
 HC1068
 HC1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1068!SPC MO E     -   0.99993721  x   0.99995500  =   0.99989221
 HC1068!UTM  15      -   0.99993721  x   0.99998858  =   0.99992579
 HC1068
 HC1068                          SUPERSEDED SURVEY CONTROL
 HC1068
 HC1068  NAD 83(1986)-  37 58 53.11933(N)    090 58 39.14330(W) AD(       ) 4
 HC1068  NAD 27      -  37 58 52.96000(N)    090 58 38.66000(W) AD(       ) 3
 HC1068
 HC1068.Superseded values are not recommended for survey control.
 HC1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1068.See file dsdata.txt to determine how the superseded data were derived.
 HC1068
 HC1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7762005683(NAD 83)
 HC1068_MARKER: 57 = LOOKOUT TOWER
 HC1068
 HC1068  HISTORY     - Date     Condition        Report By
 HC1068  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC1068
 HC1068                          STATION DESCRIPTION
 HC1068
 HC1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1068'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE WEST NORTHWEST
 HC1068'OF POTOSI, 5-1/2 MILES NORTH NORTHWEST OF SHIRLEY, IN THE CLARK
 HC1068'NATIONAL FOREST.
 HC1068'
 HC1068'THE TOWER IS OF STEEL CONSTRUCTION, 110 FEET HIGH, WITH AN 8
 HC1068'FOOT SQUARE HOUSE ON TOP.  IT IS 80.624 FEET, 24.575 METERS
 HC1068'NORTH OF TRIANGULATION STATION PILOT KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1140 ***********************************************************************
 KD1140  DESIGNATION -  FOLKERS
 KD1140  PID         -  KD1140
 KD1140  STATE/COUNTY-  MO/MACON
 KD1140  USGS QUAD   -  NEW CAMBRIA WEST (1978)
 KD1140
 KD1140                         *CURRENT SURVEY CONTROL
 KD1140  ___________________________________________________________________
 KD1140* NAD 83(1997)-  39 45 23.13704(N)    092 47 36.91724(W)     ADJUSTED  
 KD1140* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 KD1140  ___________________________________________________________________
 KD1140  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 KD1140  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KD1140
 KD1140  HORZ ORDER  -  THIRD
 KD1140
 KD1140.The horizontal coordinates were established by classical geodetic methods
 KD1140.and adjusted by the National Geodetic Survey in February 2000..
 KD1140
 KD1140.The orthometric height was scaled from a topographic map.
 KD1140
 KD1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1140
 KD1140.The geoid height was determined by GEOID03.
 KD1140
 KD1140;                    North         East     Units Scale Factor Converg.
 KD1140;SPC MO C     -   435,446.988   474,842.185   MT  0.99994112   -0 11 15.9
 KD1140;UTM  15      - 4,400,743.931   517,681.706   MT  0.99960385   +0 07 55.2
 KD1140
 KD1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1140!SPC MO C     -   0.99996299  x   0.99994112  =   0.99990411
 KD1140!UTM  15      -   0.99996299  x   0.99960385  =   0.99956685
 KD1140
 KD1140|---------------------------------------------------------------------|
 KD1140| PID    Reference Object                     Distance      Geod. Az  |
 KD1140|                                                           dddmmss.s |
 KD1140| CL8525 FOLKERS RM 1                         40.630 METERS 10211     |
 KD1140| CL8524 FOLKERS AZ MK                                      2193525.5 |
 KD1140| KD1135 MARCELINE STANOLINE PL CO TANK      APPROX.15.0 KM 2462423.0 |
 KD1140| KD1133 MARCELINE MUNICIPAL TANK            APPROX.13.3 KM 2513729.9 |
 KD1140| CL8526 FOLKERS RM 2                         32.059 METERS 26411     |
 KD1140|---------------------------------------------------------------------|
 KD1140
 KD1140                          SUPERSEDED SURVEY CONTROL
 KD1140
 KD1140  NAD 83(1997)-  39 45 23.13858(N)    092 47 36.92320(W) AD(       ) 3
 KD1140  NAD 83(1986)-  39 45 23.14016(N)    092 47 36.92401(W) AD(       ) 3
 KD1140  NAD 27      -  39 45 23.04330(N)    092 47 36.22780(W) AD(       ) 3
 KD1140
 KD1140.Superseded values are not recommended for survey control.
 KD1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1140.See file dsdata.txt to determine how the superseded data were derived.
 KD1140
 KD1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE1768200744(NAD 83)
 KD1140_MARKER: DS = TRIANGULATION STATION DISK
 KD1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1140
 KD1140  HISTORY     - Date     Condition        Report By
 KD1140  HISTORY     - 1948     MONUMENTED       CGS
 KD1140  HISTORY     - 1966     GOOD             CGS
 KD1140
 KD1140                          STATION DESCRIPTION
 KD1140
 KD1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1140'LOCATED ABOUT 2-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF NEW
 KD1140'CAMBRIA, 1.3 MILES SOUTH OF THE JUNCTION OF US HIGHWAY 36 AND
 KD1140'STATE HIGHWAY 129 AND IS ON THE NORTH RIGHT-OF-WAY OF STATE
 KD1140'HIGHWAY 129, 33 FEET NORTH OF THE APPROXIMATE CENTERLINE, AND
 KD1140'ALONG THE EDGE OF A FIELD.  THE MARK PROJECTS ABOUT 6 INCHES AND
 KD1140'THE DISC IS STAMPED FOLKERS 1948.
 KD1140'
 KD1140'REFERENCE MARK NO. 1 IS 133.30 FEET EAST OF THE STATION, ALONG THE
 KD1140'SOUTH SIDE OF STATE HIGHWAY 129 AND APPROXIMATELY 21 FEET SOUTH
 KD1140'OF THE CENTERLINE, AND ALONG THE EDGE OF A CULTIVATED FIELD.
 KD1140'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED FOLKERS
 KD1140'NO 1 1948.
 KD1140'
 KD1140'REFERENCE MARK NO. 2 IS 105.20 FEET WEST OF THE STATION, ALONG
 KD1140'THE NORTH SIDE OF STATE HIGHWAY 129 AND 30 FEET SOUTH OF THE
 KD1140'APPROXIMATE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT
 KD1140'6 INCHES AND THE DISC IS STAMPED FOLKERS NO 2 1948.
 KD1140'
 KD1140'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH OF THE STATION,
 KD1140'ALONG THE EAST SIDE OF STATE HIGHWAY 129 AND 31 FEET EAST OF THE
 KD1140'APPROXIMATE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT
 KD1140'6 INCHES AND THE DISC IS STAMPED FOLKERS 1948.
 KD1140'
 KD1140'THE STATION WAS REACHED FROM THE JUNCTION OF STATE HIGHWAY 129
 KD1140'AND US HIGHWAY 36, WHICH IS ABOUT 18 MILES EAST OF BROOKFIELD, BY
 KD1140'GOING SOUTHERLY ON STATE HIGHWAY 129 FOR 1.3 MILES TO THE STATION
 KD1140'ON THE RIGHT AS DESCRIBED.
 KD1140'
 KD1140'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 KD1140'THE STATE HIGHWAY FOR 0.4 MILES TO THE MARK ON THE RIGHT AS
 KD1140'DESCRIBED.
 KD1140'
 KD1140'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1140
 KD1140                          STATION RECOVERY (1966)
 KD1140
 KD1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1140'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 KD1140'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 KD1140'DESTROYED BY ROAD CONSTRUCTION.  NO OBJECTS WERE VISIBLE, SO
 KD1140'A NEW AZIMUTH MARK COULD NOT BE SET.
 KD1140'
 KD1140'REFERENCE MARK NO. 3 WAS SET.
 KD1140'
 KD1140'FOLLOWING IS A NEW DESCRIPTION.
 KD1140'
 KD1140'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KD1140'STATE HIGHWAY 129, ABOUT 18 MILES EAST OF BROOKFIELD, GO SOUTH
 KD1140'AND WEST ON STATE HIGHWAY 129 FOR 0.7 MILE TO THE STATION ON THE
 KD1140'RIGHT.
 KD1140'
 KD1140'STATION MARK, A STANDARD DISK STAMPED FOLKERS 1948, IS SET IN
 KD1140'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KD1140'IT IS 31 FEET NORTH OF THE CENTER OF STATE HIGHWAY 129, 43 FEET
 KD1140'WEST OF A CORNER FENCE POST, 1 FOOT NORTH OF A METAL WITNESS
 KD1140'POST, AND 0.5 FEET NORTH OF A FENCE.  THE UNDERGROUND MARK WAS
 KD1140'NOT INSPECTED.
 KD1140'
 KD1140'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FOLKERS NO. 2 1948,
 KD1140'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 KD1140'INCHES.  IT IS 34.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 KD1140'129 AND 1.5 FEET NORTH OF AN EAST-WEST FENCE.
 KD1140'
 KD1140'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FOLKERS 1948
 KD1140'NO. 3 1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KD1140'PROJECTS 2 INCHES.  IT IS 31.5 FEET WEST OF THE CENTER OF A FIELD
 KD1140'ENTRANCE AND 28 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 129.
 KD1140'
 KD1140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES WEST
 KD1140'AND 1-1/2 MILES SOUTH OF NEW CAMBRIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1562 ***********************************************************************
 KE1562  DESIGNATION -  FORBES
 KE1562  PID         -  KE1562
 KE1562  STATE/COUNTY-  MO/HOLT
 KE1562  USGS QUAD   -  FORBES (1972)
 KE1562
 KE1562                         *CURRENT SURVEY CONTROL
 KE1562  ___________________________________________________________________
 KE1562* NAD 83(1997)-  39 58 01.53875(N)    095 04 03.97237(W)     ADJUSTED  
 KE1562* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 KE1562  ___________________________________________________________________
 KE1562  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 KE1562  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KE1562
 KE1562  HORZ ORDER  -  FIRST
 KE1562
 KE1562.The horizontal coordinates were established by classical geodetic methods
 KE1562.and adjusted by the National Geodetic Survey in February 2000..
 KE1562
 KE1562.The orthometric height was scaled from a topographic map.
 KE1562
 KE1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1562
 KE1562.The geoid height was determined by GEOID03.
 KE1562
 KE1562;                    North         East     Units Scale Factor Converg.
 KE1562;SPC MO W     -   421,968.813   801,495.369   MT  0.99997013   -0 21 53.0
 KE1562;UTM  15      - 4,426,152.398   323,404.288   MT  0.99998393   -1 19 42.9
 KE1562
 KE1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1562!SPC MO W     -   0.99994874  x   0.99997013  =   0.99991887
 KE1562!UTM  15      -   0.99994874  x   0.99998393  =   0.99993267
 KE1562
 KE1562|---------------------------------------------------------------------|
 KE1562| PID    Reference Object                     Distance      Geod. Az  |
 KE1562|                                                           dddmmss.s |
 KE1562| CL6532 FORBES RM 3                          48.716 METERS 00119     |
 KE1562| CL6529 FORBES AZ MK                                       0731653.2 |
 KE1562| CL6533 FORBES RM 4                          71.003 METERS 10823     |
 KE1562| CL6531 FORBES RM 2                          17.308 METERS 22728     |
 KE1562| KE1565 OREGON MUNICIPAL TANK               APPROX. 6.9 KM 2880315.8 |
 KE1562| KE1566 OREGON NEW MUNICIPAL TANK           APPROX. 6.9 KM 2880558.2 |
 KE1562| CL6530 FORBES RM 1                          18.715 METERS 31804     |
 KE1562|---------------------------------------------------------------------|
 KE1562
 KE1562                          SUPERSEDED SURVEY CONTROL
 KE1562
 KE1562  NAD 83(1997)-  39 58 01.53867(N)    095 04 03.97237(W) AD(       ) 1
 KE1562  NAD 83(1997)-  39 58 01.53837(N)    095 04 03.97246(W) AD(       ) 1
 KE1562  NAD 83(1997)-  39 58 01.53932(N)    095 04 03.97107(W) AD(       ) 1
 KE1562  NAD 83(1986)-  39 58 01.54059(N)    095 04 03.96993(W) AD(       ) 1
 KE1562  NAD 27      -  39 58 01.55300(N)    095 04 03.05000(W) AD(       ) 1
 KE1562
 KE1562.Superseded values are not recommended for survey control.
 KE1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1562.See file dsdata.txt to determine how the superseded data were derived.
 KE1562
 KE1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE2340426152(NAD 83)
 KE1562_MARKER: DS = TRIANGULATION STATION DISK
 KE1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1562
 KE1562  HISTORY     - Date     Condition        Report By
 KE1562  HISTORY     - 1945     MONUMENTED       CGS
 KE1562  HISTORY     - 1954     GOOD             CGS
 KE1562  HISTORY     - 1960     GOOD             CGS
 KE1562  HISTORY     - 1961     MARK NOT FOUND   USGS
 KE1562  HISTORY     - 1978     GOOD             KSDT
 KE1562
 KE1562                          STATION DESCRIPTION
 KE1562
 KE1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 KE1562'STATION IS LOCATED ABOUT 4 MILES ESE OF OREGON, ON LAND OWNED
 KE1562'AND OCCUPIED BY LAWRENCE WALKER.  THE MARK IS SITUATED NEAR
 KE1562'THE NW CORNER OF A PASTURE FIELD IN THE REAR OF THE FARMHOUSE AND
 KE1562'FARM BUILDINGS.  IT IS 126 FEET S OF A BOARD FENCE AND 42.5
 KE1562'FEET E OF THE E FENCE OF A CATTLE LANE.
 KE1562'
 KE1562'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 KE1562'POST.  THE MARK IS 18 INCHES BELOW THE SURFACE OF THE GROUND
 KE1562'AND THE DISK IS STAMPED FORBES 1945.  UNDERGROUND MARK IS A
 KE1562'BRONZE STATION DISK SET IN CONCRETE.
 KE1562'
 KE1562'REFERENCE MARK 1 IS 61.40 FEET NW OF THE STATION, IN THE E FENCE
 KE1562'LINE OF THE CATTLE LANE, AND 1.5 FEET S OF A STANDARD WITNESS
 KE1562'POST.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 KE1562'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 KE1562'DISK IS STAMPED FORBES NO 1 1945.
 KE1562'
 KE1562'REFERENCE MARK 2 IS 37.10 FEET SW OF THE STATION, IN THE E FENCE
 KE1562'OF THE CATTLE LANE.  IT IS A BRONZE REFERENCE DISK SET IN TOP
 KE1562'OF A CONCRETE POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 KE1562'GROUND AND THE DISK IS STAMPED FORBES NO 2 1945.
 KE1562'
 KE1562'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NE OF THE STATION, ON A
 KE1562'ROAD BANK, ON THE N SIDE OF U.S. HIGHWAY 275.  IT IS 16.5 FEET
 KE1562'E OF THE DRIVEWAY OF A.J. SOMMERS, 37 FEET N OF THE APPROXIMATE
 KE1562'CENTER OF U.S. HIGHWAY 275, AND 4 FEET N OF A STANDARD WITNESS
 KE1562'POST.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST.
 KE1562'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 KE1562'IS STAMPED FORBES 1945.
 KE1562'
 KE1562'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 275 AND
 KE1562'STATE HIGHWAY 111 IN OREGON, GO E ON U.S. HIGHWAY 275 FOR
 KE1562'3.5 MILES TO THE JUNCTION OF COUNTY ROAD A.  CONTINUE AHEAD
 KE1562'ON U.S. HIGHWAY 275 FOR 0.9 MILE TO A DRIVEWAY RIGHT.* TURN
 KE1562'RIGHT, THEN FOLLOW THE DRIVEWAY S AND E FOR 0.1 MILE TO THE
 KE1562'FARMHOUSE.  PASS THROUGH THE BARN LOT TO A CATTLE LANE ON THE S
 KE1562'SIDE OF THE BARN.  ENTER THE CATTLE LANE, THEN PASS THROUGH A
 KE1562'GATE ON THE LEFT INTO A PASTURE FIELD AND STATION AS
 KE1562'DESCRIBED.
 KE1562'
 KE1562'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE E FOR
 KE1562'0.35 MILE TO THE HOME OF A.J. SOMMERS AND THE MARK ON THE LEFT
 KE1562'AS DESCRIBED.
 KE1562'
 KE1562'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 KE1562
 KE1562                          STATION RECOVERY (1954)
 KE1562
 KE1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 KE1562'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND AZIMUTH MARK
 KE1562'WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 KE1562
 KE1562                          STATION RECOVERY (1960)
 KE1562
 KE1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 KE1562'STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF OREGON IN THE
 KE1562'NORTHEAST CORNER OF SEC. 5, T 59 N., R 37 W ON A SMALL KNOLL
 KE1562'IN A CULTIVATED FIELD ON LAND OWNED AND OCCUPIED BY MR. FLOYD
 KE1562'WILLIAMS, ABOUT 100 YARDS SOUTH OF HIS FARMHOUSE, 165 FEET
 KE1562'SOUTH OF THE SOUTHEAST CORNER OF BARN AND ON TANGENT WITH THE
 KE1562'EAST SIDE OF BARN, 155 FEET SOUTH OF THE SOUTHEAST CORNER OF
 KE1562'SHED ATTACHED TO THE SOUTH SIDE OF BARN, AND 57 FEET SOUTHEAST
 KE1562'OF THE NEAREST SIDE OF A STEEL STORAGE TANK FOR WATER.  THE
 KE1562'MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 KE1562'IS STAMPED FORBES 1945.
 KE1562'
 KE1562'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 275 AND
 KE1562'STATE HIGHWAY 111 IN THE TOWN OF OREGON, GO EAST-SOUTHEAST ON
 KE1562'U.S. HIGHWAY 275 FOR 3.5 MILES TO THE JUNCTION OF COUNTY ROAD
 KE1562'A ON THE LEFT.  CONTINUE STRAIGHT AHEAD EAST ON U.S. HIGHWAY
 KE1562'275 FOR 0.9 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT INTO
 KE1562'THE DRIVEWAY AND FOLLOW THE DRIVEWAY EAST UPHILL FOR 0.1 MILE TO
 KE1562'THE FLOYD WILLIAMS FARM BUILDINGS AND THE STAION AS DESCRIBED.
 KE1562'
 KE1562'REFERENCE MARK NO. 3 IS 159.83 FEET NORTH OF THE STATION, 5.5
 KE1562'FEET SOUTH OF THE SOUTHEAST CORNER OF BARN, 4.5 FEET NORTH OF
 KE1562'THE SOUTHEAST CORNER OF SHED ATTACHED TO THE SOUTH SIDE OF BARN,
 KE1562'AND 1 FOOT EAST OF THE EAST SIDE OF BARN.  THE MARK PROJECTS 2
 KE1562'INCHES AND THE DISK IS STAMPED FORBES NO 3 1945.
 KE1562'
 KE1562'REFERENCE MARK NO. 4 IS 232.95 FEET EAST-SOUTHEAST OF THE
 KE1562'STATION, 3 FEET NORTH OF NORTH GATE POST FOR A BOARD GATE
 KE1562'IN A NORTH-SOUTH FENCE, AND 1 FOOT WEST OF A FENCE.  THE MARK
 KE1562'PROJECTS 2 INCHES AND THE DISK IS STAMPED FORBES NO 4 1945.
 KE1562'
 KE1562'AZIMUTH MARK IS 0.3 MILE EAST-NORTHEAST OF THE STATION ON THE
 KE1562'NORTH ROAD BANK OF U.S. HIGHWAY 275, 37 FEET NORTH OF THE CENTER
 KE1562'OF U.S. HIGHWAY 275, 16 FEET EAST OF THE CENTER OF DRIVEWAY TO
 KE1562'FARM BUILDINGS, AND ABOUT 100 FEET SOUTHEAST OF THE FARMHOUSE.
 KE1562'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FORBES 1945.
 KE1562'
 KE1562'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON DRIVEWAY
 KE1562'FROM THE FARMHOUSE FOR 0.1 MILE TO U.S. HIGHWAY 275.  TURN
 KE1562'SHARP RIGHT ONTO THE HIGHWAY AND GO EAST FOR 0.4 MILE ON U.S.
 KE1562'HIGHWAY 275 TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KE1562'
 KE1562'NOTE- ABOUT 1/2 DAY WAS SPENT RECOVER-ING THIS STATION AS BOTH
 KE1562'REFERENCE MARKS HAD BEEN REMOVED AND THE ORIGINAL OREGON,
 KE1562'MUNICIPAL WATER TANK HAD BEEN REPLACED BY A NEW TANK.**
 KE1562
 KE1562                          STATION RECOVERY (1961)
 KE1562
 KE1562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KE1562'STATION WAS SEARCHED FOR BUT NOT FOUND.  A REFERENCE MARK
 KE1562'STAMPED FORBES NO. 3 1945 WAS LOCATED AT THE SE. CORNER OF A
 KE1562'BARN IN THE VICINITY OF THE MARK, HOWEVER, NO DESCRIPTION IS
 KE1562'AVAILABLE AS TO THE LOCATION OF THE STATION FROM THIS REFERENCE
 KE1562'TABLET.  THE ARROW ON THE REFERENCE MARK POINTED IN A SSE
 KE1562'DIRECTION WHERE A FIELD NOW UNDER CULTIVATION IS LOCATED.
 KE1562'FEATURES NAMED IN ORIGINAL DESCRIPTION NOTES NO LONGER EXIST
 KE1562'IN THIS AREA.
 KE1562
 KE1562                          STATION RECOVERY (1978)
 KE1562
 KE1562'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1978 (JHB)
 KE1562'ALL MARKS IN VERY GOOD CONDITION.
 KE1562'
 KE1562'FORBES 1945 VERY GOOD (15 INCHES BELOW SURFACE).
 KE1562'
 KE1562'RM NO. 4 ESE 232.65 FEET (MEASURED WITH EDM) HORZ. DIST.
 KE1562'
 KE1562'RM NO. 3 N 159.81 FEET (MEASURED WITH EDM) HORZ. DIST.
 KE1562'
 KE1562'THERE IS A NEW METAL BLDG. WEST OF STATION NE COR METAL BLDG AT
 KE1562'FOUNDATION 65.15 FEET NNW, SE COR METAL BLDG AT FOUNDATION 49.20
 KE1562'FEET SW DISTANCES IN FEET-SLOPE.
 KE1562'
 KE1562'AZM MARK VISIBLE WITH 1.5 METER INSTRUMENT HEIGHT.
 KE1562'
 KE1562'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES ESE OF OREGON,
 KE1562'MISSOURI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1241 ***********************************************************************
 KD1241  DESIGNATION -  FORD
 KD1241  PID         -  KD1241
 KD1241  STATE/COUNTY-  MO/LAFAYETTE
 KD1241  USGS QUAD   -  WAVERLY (1979)
 KD1241
 KD1241                         *CURRENT SURVEY CONTROL
 KD1241  ___________________________________________________________________
 KD1241* NAD 83(1997)-  39 13 05.95426(N)    093 33 56.02230(W)     ADJUSTED  
 KD1241* NAVD 88     -       238.     (meters)     781.     (feet)  VERTCON   
 KD1241  ___________________________________________________________________
 KD1241  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 KD1241  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD1241
 KD1241  HORZ ORDER  -  SECOND
 KD1241
 KD1241.The horizontal coordinates were established by classical geodetic methods
 KD1241.and adjusted by the National Geodetic Survey in February 2000..
 KD1241
 KD1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1241
 KD1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1241
 KD1241.The geoid height was determined by GEOID03.
 KD1241
 KD1241;                    North         East     Units Scale Factor Converg.
 KD1241;SPC MO W     -   339,101.460   930,693.656   MT  1.00002132   +0 35 27.1
 KD1241;UTM  15      - 4,341,156.669   451,177.711   MT  0.99962935   -0 21 27.4
 KD1241
 KD1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1241!SPC MO W     -   0.99996776  x   1.00002132  =   0.99998908
 KD1241!UTM  15      -   0.99996776  x   0.99962935  =   0.99959712
 KD1241
 KD1241:                Primary Azimuth Mark                     Grid Az
 KD1241:SPC MO W     -  CARROLLTON MUNICIPAL TANK                020 14 27.8
 KD1241:UTM  15      -  CARROLLTON MUNICIPAL TANK                021 11 22.3
 KD1241
 KD1241|---------------------------------------------------------------------|
 KD1241| PID    Reference Object                     Distance      Geod. Az  |
 KD1241|                                                           dddmmss.s |
 KD1241| KD1218 CARROLLTON MUNICIPAL TANK           APPROX.16.5 KM 0204954.9 |
 KD1241| KD1240 WAVERLY MUNICIPAL TANK              APPROX. 4.4 KM 1022421.2 |
 KD1241|---------------------------------------------------------------------|
 KD1241
 KD1241                          SUPERSEDED SURVEY CONTROL
 KD1241
 KD1241  NAD 83(1997)-  39 13 05.95619(N)    093 33 56.02483(W) AD(       ) 2
 KD1241  NAD 83(1986)-  39 13 05.95996(N)    093 33 56.02298(W) AD(       ) 2
 KD1241  NAD 27      -  39 13 05.88714(N)    093 33 55.26048(W) AD(       ) 2
 KD1241  NGVD 29 (07/19/86)  238.     (m)          781.     (f) VERT ANG       
 KD1241
 KD1241.Superseded values are not recommended for survey control.
 KD1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1241.See file dsdata.txt to determine how the superseded data were derived.
 KD1241
 KD1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5117841157(NAD 83)
 KD1241_MARKER: DD = SURVEY DISK
 KD1241_SETTING: 0 = UNSPECIFIED SETTING
 KD1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1241
 KD1241  HISTORY     - Date     Condition        Report By
 KD1241  HISTORY     - 1975     MONUMENTED       USE
 KD1241
 KD1241                          STATION DESCRIPTION
 KD1241
 KD1241'DESCRIBED BY US ENGINEERS 1975
 KD1241'LAFAYETTE CO., MO., T-51-N, R-24-W, NEAR THE CENTER OF
 KD1241'THE NORTH HALF OF SECTION 17, ON PROPERTY OWNED BY MR. HERMAN
 KD1241'FORD.  THE STATION IS LOCATED ON HIGH POINT OF KNOLL, ABOUT 125
 KD1241'FT NW. OF MR. FORDS RESIDENCE.  A C OF E DISC STAMPED FORD-1975,
 KD1241'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KD1241'GROUND.  MR. FORD GAVE VERBAL PERMISSION TO SET THIS
 KD1241'STATION.  NOTE--IF GROUND IS MUDDY, PARK VEHICLES AT RED BARN.
 KD1241'
 KD1241'TO REACH--FROM THE INTERSECTION OF HIGHWAY 24 AND HIGHWAY 23, GO
 KD1241'WEST ON HWY. 24, 1.1 MILES TO GRAVEL ROAD RIGHT.  TURN RIGHT
 KD1241'(NORTH) ON GRAVEL ROAD AND GO 1.1 MILES (PAST RED BARN) TO
 KD1241'RESIDENCE OF MR. HERMAN FORD AND STATION LOCATED BEHIND HOUSE.
 KD1241'
 KD1241'REFERENCES--1.77 FT S. TO STEEL POST AND SIGN.
 KD1241'
 KD1241'54.05 FT W. TO SHINER IN 8 IN TREE.
 KD1241'
 KD1241'86.36 FT S. TO SHINER IN FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0758 ***********************************************************************
 GF0758  DESIGNATION -  FORSYTH
 GF0758  PID         -  GF0758
 GF0758  STATE/COUNTY-  MO/TANEY
 GF0758  USGS QUAD   -  FORSYTH (1989)
 GF0758
 GF0758                         *CURRENT SURVEY CONTROL
 GF0758  ___________________________________________________________________
 GF0758* NAD 83(1997)-  36 41 10.68845(N)    093 07 10.70956(W)     ADJUSTED  
 GF0758* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 GF0758  ___________________________________________________________________
 GF0758  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GF0758  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GF0758
 GF0758  HORZ ORDER  -  THIRD
 GF0758
 GF0758.The horizontal coordinates were established by classical geodetic methods
 GF0758.and adjusted by the National Geodetic Survey in February 2000..
 GF0758
 GF0758.The orthometric height was scaled from a topographic map.
 GF0758
 GF0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0758
 GF0758.The geoid height was determined by GEOID03.
 GF0758
 GF0758;                    North         East     Units Scale Factor Converg.
 GF0758;SPC MO C     -    94,821.304   444,622.297   MT  0.99997110   -0 22 12.7
 GF0758;UTM  15      - 4,060,080.458   489,311.192   MT  0.99960141   -0 04 17.3
 GF0758
 GF0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0758!SPC MO C     -   0.99995914  x   0.99997110  =   0.99993025
 GF0758!UTM  15      -   0.99995914  x   0.99960141  =   0.99956057
 GF0758
 GF0758|---------------------------------------------------------------------|
 GF0758| PID    Reference Object                     Distance      Geod. Az  |
 GF0758|                                                           dddmmss.s |
 GF0758| GF0759 FORSYTH MUNICIPAL TANK               16.286 METERS 01121     |
 GF0758| CI0909 FORSYTH RM 1                         22.382 METERS 08108     |
 GF0758| GF0773 THOMASON                            APPROX.18.6 KM 2222443.8 |
 GF0758| CI0910 FORSYTH RM 2                         24.339 METERS 31808     |
 GF0758|---------------------------------------------------------------------|
 GF0758
 GF0758                          SUPERSEDED SURVEY CONTROL
 GF0758
 GF0758  NAD 83(1997)-  36 41 10.68959(N)    093 07 10.70902(W) AD(       ) 3
 GF0758  NAD 83(1997)-  36 41 10.69496(N)    093 07 10.71085(W) AD(       ) 3
 GF0758  NAD 83(1986)-  36 41 10.69946(N)    093 07 10.70539(W) AD(       ) 3
 GF0758  NAD 27      -  36 41 10.47800(N)    093 07 10.06500(W) AD(       ) 3
 GF0758
 GF0758.Superseded values are not recommended for survey control.
 GF0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0758.See file dsdata.txt to determine how the superseded data were derived.
 GF0758
 GF0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8931160080(NAD 83)
 GF0758_MARKER: DS = TRIANGULATION STATION DISK
 GF0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0758
 GF0758  HISTORY     - Date     Condition        Report By
 GF0758  HISTORY     - 1954     MONUMENTED       CGS
 GF0758  HISTORY     - 19871201 GOOD             USGS
 GF0758
 GF0758                          STATION DESCRIPTION
 GF0758
 GF0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0758'THE STATION IS LOCATED IN THE CENTER OF FORSYTH ON CITY
 GF0758'PROPERTY.  IT IS 30 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GF0758'THE FIRE STATION.
 GF0758'
 GF0758'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GF0758'STAMPED FORSYTH 1954.
 GF0758'
 GF0758'REFERENCE MARK 1 IS 50 FEET SOUTHEAST OF THE SOUTHEAST LEG
 GF0758'OF THE WATER TANK AND 20 FEET EAST OF THE CENTER OF A GRAVEL
 GF0758'ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GF0758'STAMPED FORSYTH NO 1 1954.
 GF0758'
 GF0758'REFERENCE MARK 2 IS 5 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 GF0758'CORNER OF THE PUMP HOUSE.  THE MARK IS FLUSH WITH THE GROUND
 GF0758'AND THE DISK IS STAMPED FORSYTH NO 2 1954.
 GF0758'
 GF0758'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0758'
 GF0758'A TRAVERSE WAS MADE TO THE CENTER OF THE STANDPIPE AT THE
 GF0758'BASE OF THE FORSYTH MUNICIPAL WATER TANK.
 GF0758'
 GF0758'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GF0758
 GF0758                          STATION RECOVERY (1987)
 GF0758
 GF0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (FSS)
 GF0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0759 ***********************************************************************
 GF0759  DESIGNATION -  FORSYTH MUNICIPAL TANK
 GF0759  PID         -  GF0759
 GF0759  STATE/COUNTY-  MO/TANEY
 GF0759  USGS QUAD   -  FORSYTH (1989)
 GF0759
 GF0759                         *CURRENT SURVEY CONTROL
 GF0759  ___________________________________________________________________
 GF0759* NAD 83(1997)-  36 41 11.20643(N)    093 07 10.58042(W)     ADJUSTED  
 GF0759* NAVD 88     -                                                        
 GF0759  ___________________________________________________________________
 GF0759  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GF0759  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GF0759
 GF0759  HORZ ORDER  -  THIRD
 GF0759
 GF0759.The horizontal coordinates were established by classical geodetic methods
 GF0759.and adjusted by the National Geodetic Survey in February 2000..
 GF0759
 GF0759
 GF0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0759
 GF0759.The geoid height was determined by GEOID03.
 GF0759
 GF0759;                    North         East     Units Scale Factor Converg.
 GF0759;SPC MO C     -    94,837.250   444,625.607   MT  0.99997110   -0 22 12.7
 GF0759;UTM  15      - 4,060,096.415   489,314.417   MT  0.99960141   -0 04 17.2
 GF0759
 GF0759                          SUPERSEDED SURVEY CONTROL
 GF0759
 GF0759  NAD 83(1997)-  36 41 11.20756(N)    093 07 10.57989(W) AD(       ) 4
 GF0759  NAD 83(1997)-  36 41 11.21293(N)    093 07 10.58172(W) AD(       ) 4
 GF0759  NAD 83(1986)-  36 41 11.21755(N)    093 07 10.57698(W) AD(       ) 4
 GF0759  NAD 27      -  36 41 10.99600(N)    093 07 09.93600(W) AD(       ) 3
 GF0759
 GF0759.Superseded values are not recommended for survey control.
 GF0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0759.See file dsdata.txt to determine how the superseded data were derived.
 GF0759
 GF0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8931460096(NAD 83)
 GF0759_MARKER: 53 = ELEVATED TANK
 GF0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0759+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 GF0759
 GF0759  HISTORY     - Date     Condition        Report By
 GF0759  HISTORY     - 1954     FIRST OBSERVED   CGS
 GF0759  HISTORY     - 1961     GOOD             CGS
 GF0759  HISTORY     - 20040830 GOOD             USPSQD
 GF0759
 GF0759                          STATION DESCRIPTION
 GF0759
 GF0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0759'THE STATION IS LOCATED IN THE CENTER OF FORSYTH.  IT IS A
 GF0759'FOUR-LEGGED STEEL TOWER ABOUT 125 FEET HIGH AND PAINTED
 GF0759'ALUMINUM.  A TRAVERSE WAS MADE TO THE CENTER OF THE STANDPIPE
 GF0759'AT THE BASE OF THE TOWER FROM TRIANGULATION STATION FORSYTH
 GF0759'AND THE DISTANCE WAS FOUND TO BE 53.43 FEET OR 16.285 METERS
 GF0759'SOUTHWEST OF THE STATION.  THE POINT INTERSECTED WAS THE CENTER
 GF0759'OF THE STANDPIPE AT THE BASE OF THE TOWER.
 GF0759
 GF0759                          STATION RECOVERY (1961)
 GF0759
 GF0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0759'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GF0759
 GF0759                          STATION RECOVERY (2004)
 GF0759
 GF0759'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 GF0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1059 ***********************************************************************
 HD1059  DESIGNATION -  FORT
 HD1059  PID         -  HD1059
 HD1059  STATE/COUNTY-  MO/PULASKI
 HD1059  USGS QUAD   -  BLOODLAND (1982)
 HD1059
 HD1059                         *CURRENT SURVEY CONTROL
 HD1059  ___________________________________________________________________
 HD1059* NAD 83(1997)-  37 43 58.77599(N)    092 08 13.77634(W)     ADJUSTED  
 HD1059* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 HD1059  ___________________________________________________________________
 HD1059  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 HD1059  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HD1059
 HD1059  HORZ ORDER  -  SECOND
 HD1059
 HD1059.This mark is at Forney Aaf Airport (TBN)
 HD1059
 HD1059.The horizontal coordinates were established by classical geodetic methods
 HD1059.and adjusted by the National Geodetic Survey in February 2000..
 HD1059
 HD1059.The orthometric height was scaled from a topographic map.
 HD1059
 HD1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1059
 HD1059.The geoid height was determined by GEOID03.
 HD1059
 HD1059;                    North         East     Units Scale Factor Converg.
 HD1059;SPC MO C     -   210,860.053   531,982.245   MT  0.99994593   +0 13 19.4
 HD1059;UTM  15      - 4,176,541.112   576,029.608   MT  0.99967120   +0 31 41.0
 HD1059
 HD1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1059!SPC MO C     -   0.99995003  x   0.99994593  =   0.99989596
 HD1059!UTM  15      -   0.99995003  x   0.99967120  =   0.99962125
 HD1059
 HD1059:                Primary Azimuth Mark                     Grid Az
 HD1059:SPC MO C     -  FORT LEONARD WOOD STEEL TK               019 18 43.4
 HD1059:UTM  15      -  FORT LEONARD WOOD STEEL TK               019 00 21.8
 HD1059
 HD1059|---------------------------------------------------------------------|
 HD1059| PID    Reference Object                     Distance      Geod. Az  |
 HD1059|                                                           dddmmss.s |
 HD1059| HD1037 FORT LEONARD WOOD STEEL TK          APPROX. 3.1 KM 0193202.8 |
 HD1059| CN6888 FORT RM 1                            35.872 METERS 05810     |
 HD1059| HD1058 FORT LEONARD WOOD CONCRETE TK       APPROX. 0.6 KM 0673010.7 |
 HD1059| HD1057 FORT LEONARD WOOD AIR CONT TWR       40.660 METERS 18905     |
 HD1059| CN6889 FORT RM 2                            37.064 METERS 19213     |
 HD1059| CN6887 FORT AZ MK                                         3363519.7 |
 HD1059| HD1034 GOSPEL                              APPROX. 9.8 KM 3571919.9 |
 HD1059|---------------------------------------------------------------------|
 HD1059
 HD1059                          SUPERSEDED SURVEY CONTROL
 HD1059
 HD1059  NAD 83(1986)-  37 43 58.78910(N)    092 08 13.77447(W) AD(       ) 2
 HD1059  NAD 27      -  37 43 58.64500(N)    092 08 13.18700(W) AD(       ) 2
 HD1059
 HD1059.Superseded values are not recommended for survey control.
 HD1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1059.See file dsdata.txt to determine how the superseded data were derived.
 HD1059
 HD1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7603076541(NAD 83)
 HD1059_MARKER: DS = TRIANGULATION STATION DISK
 HD1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1059_STAMPING: FORT 1946
 HD1059_MARK LOGO: CGS   
 HD1059_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HD1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1059+STABILITY: SURFACE MOTION
 HD1059
 HD1059  HISTORY     - Date     Condition        Report By
 HD1059  HISTORY     - 1946     MONUMENTED       CGS
 HD1059  HISTORY     - 1947     GOOD             CGS
 HD1059  HISTORY     - 1972     GOOD             NGS
 HD1059  HISTORY     - 1979     GOOD             NGS
 HD1059  HISTORY     - 1982     GOOD             NGS
 HD1059  HISTORY     - 19941101 GOOD             NGS
 HD1059
 HD1059                          STATION DESCRIPTION
 HD1059
 HD1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1059'THE STATION IS LOCATED 133.40 FEET NORTH OF THE AIRFIELD CONTROL
 HD1059'TOWER WITHIN THE GROUNDS OF FORT LEONARD WOOD, A U.S. MILITARY
 HD1059'RESERVATION.  IT IS 268 FEET NORTHWEST OF THE JUNCTION OF STATE
 HD1059'HIGHWAY 17 AND IOWA AVENUE, 166 FEET NORTH OF THE APPROXIMATE
 HD1059'CENTERLINE OF A GRAVELED ROAD LEADING ON TO THE RUNWAY, 80 FEET
 HD1059'EAST OF THE EAST EDGE OF THE RUNWAY, 65 FEET NORTH-NORTHWEST OF
 HD1059'THE NORTHWEST CORNER OF BUILDING NO. 3197 AND 5 FEET NORTH OF A
 HD1059'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 HD1059'STAMPED FORT 1946.
 HD1059'
 HD1059'REFERENCE MARK NO. 1 IS 117.69 FEET NORTHEAST OF THE STATION.  IT
 HD1059'IS 40 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 HD1059'17.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED FORT NO
 HD1059'1 1946.
 HD1059'
 HD1059'REFERENCE MARK NO. 2 IS 121.69 FEET SOUTH OF THE STATION.  IT IS
 HD1059'SET IN A DRILL HOLE OF THE CONCRETE BLOCK SUPPORTING THE NORTHWEST
 HD1059'LEG OF THE AIRFIELD CONTROL TOWER.  THE BLOCK PROJECTS 8 INCHES
 HD1059'AND THE DISK IS STAMPED FORT NO 2 1946.
 HD1059'
 HD1059'THE AZIMUTH MARK IS 1.0 MILE NORTHWEST OF THE STATION.  IT IS
 HD1059'500 YARDS WEST OF THE WEST END OF THE EAST-WEST RUNWAY, 61 FEET
 HD1059'SOUTHEAST OF THE JUNCTION OF A GRAVELED T ROAD.  THE MARK PROJECTS
 HD1059'1 INCH AND THE DISK IS STAMPED FORT 1946.
 HD1059'
 HD1059'TO REACH THE STATION FROM THE MAIN ENTRANCE (GATE NO. 1) OF FORT
 HD1059'LEONARD WOOD GO SOUTH AND WEST ON STATE HIGHWAY 17, 4.5 MILES
 HD1059'TO CONTROL TOWER OF AIRFIELD ON THE RIGHT AND STATION AS
 HD1059'DESCRIBED.
 HD1059'
 HD1059'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HD1059
 HD1059                          STATION RECOVERY (1947)
 HD1059
 HD1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HD1059'STATION WAS FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD
 HD1059'CONDITION.
 HD1059'
 HD1059'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARK NO. 1 ARE AS
 HD1059'DESCRIBED.
 HD1059'
 HD1059'STATION IS LOCATED ON THE US MILITARY RESERVATION OF FORT LEONARD
 HD1059'WOOD, 268 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 17 AND
 HD1059'IOWA AVENUE, 166 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD
 HD1059'LEADING ON TO THE RUNWAY, 133 FEET NORTH OF THE AIRFIELD CONTROL
 HD1059'TOWER, 80 FEET EAST OF THE EAST EDGE OF RUNWAY, 73 FEET
 HD1059'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF BUILDING NO. 3197 AND
 HD1059'5 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND
 HD1059'THE DISK IS STAMPED FORT 1946.
 HD1059'
 HD1059'REFERENCE MARK NO. 1 IS 117.69 FEET NORTHEAST OF THE STATION
 HD1059'AND 64 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 17.  THE MARK
 HD1059'PROJECTS 5 INCHES AND THE DISK IS STAMPED FORT NO 1 1946.
 HD1059'
 HD1059'REFERENCE MARK NO. 2 IS 121.60 FEET SOUTH OF THE STATION.  IT IS
 HD1059'SET IN THE CONCRETE BLOCK SUPPORTING THE NORTHWEST LEG OF THE
 HD1059'AIRFIELD CONTROL TOWER.  THE DISK IS STAMPED FORT NO 2 1946.
 HD1059'
 HD1059'AZIMUTH MARK IS ABOUT 1.0 MILE NORTHWEST OF THE STATION, 500
 HD1059'YARDS WEST OF THE WEST END OF THE EAST AND WEST RUNWAY AND 61
 HD1059'FEET SOUTHEAST OF THE JUNCTION OF A GRAVEL T ROAD.  THE MARK
 HD1059'PROJECTS 2 INCHES AND THE DISK IS STAMPED FORT 1946.
 HD1059'
 HD1059'TO REACH FROM THE MAIN ENTRANCE (GATE NO. 1) OF FORT LEONARD WOOD,
 HD1059'GO SOUTH AND WEST ON STATE HIGHWAY 17 FOR 4.5 MILES TO THE
 HD1059'AIRFIELD CONTROL TOWER ON THE RIGHT AND THE STATION.
 HD1059'
 HD1059'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HD1059
 HD1059                          STATION RECOVERY (1972)
 HD1059
 HD1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLW)
 HD1059'THE STATION IS LOCATED IN A GRASSY AREA BETWEEN THE CONTROL TOWER
 HD1059'AND FIRE STATION, JUST NORTHWEST OF THE TERMINAL BUILDING.  THE MARK
 HD1059'IS NOW 2.3 FEET BELOW GROUND LEVEL AND PROTECTED BY A 12 INCH STEEL
 HD1059'CYLINDER AND COVERED BY A STEEL CAP.  MARK IS 33 FEET NORTHWEST OF
 HD1059'A 3 FOOT SQUARE MONUMENT AND BRONZE PLAQUE.
 HD1059'
 HD1059'TO REACH FROM THE MAIN GATE (GATE NO. 1) OF FORT LEONARD WOOD, GO
 HD1059'SOUTH AND WEST ON STATE HIGHWAY 17 FOR 4.5 MILES TO THE CONTROL
 HD1059'TOWER AND TERMINAL BUILDING ON THE RIGHT AND STATION AS DESCRIBED.
 HD1059'
 HD1059'NOTE--THE AZIMUTH MARK, REFERENCE MARKS NUMBER ONE AND TWO, WERE
 HD1059'SEARCHED FOR BUT NOT RECOVERED AT THIS TIME.  JUNE 1972.
 HD1059'
 HD1059'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT LEONARD
 HD1059'WOOD MILITARY RESERVATION.
 HD1059
 HD1059                          STATION RECOVERY (1979)
 HD1059
 HD1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DRM)
 HD1059'STATION RECOVERED AS DESCRIBED.  RMS AND AZIMUTH MARK NOT SEARCHED
 HD1059'FOR THIS YEAR.
 HD1059'
 HD1059'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FT. LEONARD
 HD1059'WOOD ARMY BASE.
 HD1059
 HD1059                          STATION RECOVERY (1982)
 HD1059
 HD1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 HD1059'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1972 RECOVERY NOTE
 HD1059'BY D. L. WRIGHT (THE NOTE WAS NOT YET INCLUDED IN THE PUBLISHED
 HD1059'DATA, BUT A COPY WAS AVAILABLE TO THE FIELD PARTY).  THE AZIMUTH
 HD1059'MARK AND REFERENCE MARKS ONE AND TWO WERE REPORTED SEARCHED FOR
 HD1059'BUT NOT RECOVERED IN 1972.  THEY WERE NOT SEARCHED FOR AT THIS
 HD1059'TIME.
 HD1059'
 HD1059'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORNEY ARMY AIR
 HD1059'FIELD, FORT LEONARD WOOD.
 HD1059
 HD1059                          STATION RECOVERY (1994)
 HD1059
 HD1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 HD1059'STATION IS LOCATED AT THE FORNEY ARMY AIRFIELD BETWEEN THE TERMINAL
 HD1059'BLDG AND THE RAMP AREA, 33.0 FT (10.1 M) NW OF A 3 FT (0.9 M) SQUARE
 HD1059'MONUMENT, 77.1 FT (23.5 M) SW OF THE SW CORNER OF THE FIRE STATION, 2
 HD1059'FT (0.6 M) NE OF NE EDGE OF THE CENTER ONE OF THREE SIDE WALKS.  A
 HD1059'STANDARD TRIANGULATION DISK SET IN THE TOP A CONCRETE POST 2.3 FT (0.7
 HD1059'M) BELOW GROUND LEVEL (MARK IS PROTECTED BY A 1 FT (0.3 M) STEEL
 HD1059'CASING) STAMPED FORT 1946.  NOTE, QUAD 370921 STA 1012.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0569 ***********************************************************************
 GG0569  DESIGNATION -  FORT CROWDER NE WATER TANK
 GG0569  PID         -  GG0569
 GG0569  STATE/COUNTY-  MO/NEWTON
 GG0569  USGS QUAD   -  NEOSHO EAST (1981)
 GG0569
 GG0569                         *CURRENT SURVEY CONTROL
 GG0569  ___________________________________________________________________
 GG0569* NAD 83(1997)-  36 48 37.81767(N)    094 20 55.72990(W)     ADJUSTED  
 GG0569* NAVD 88     -                                                        
 GG0569  ___________________________________________________________________
 GG0569  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 GG0569  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GG0569
 GG0569  HORZ ORDER  -  THIRD
 GG0569
 GG0569.The horizontal coordinates were established by classical geodetic methods
 GG0569.and adjusted by the National Geodetic Survey in February 2000..
 GG0569
 GG0569
 GG0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0569
 GG0569.The geoid height was determined by GEOID03.
 GG0569
 GG0569;                    North         East     Units Scale Factor Converg.
 GG0569;SPC MO W     -    71,451.959   863,489.863   MT  0.99994342   +0 05 26.1
 GG0569;UTM  15      - 4,074,700.007   379,687.524   MT  0.99977833   -0 48 29.8
 GG0569
 GG0569                          SUPERSEDED SURVEY CONTROL
 GG0569
 GG0569  NAD 83(1997)-  36 48 37.81780(N)    094 20 55.72983(W) AD(       ) 4
 GG0569  NAD 83(1997)-  36 48 37.81823(N)    094 20 55.73038(W) AD(       ) 4
 GG0569  NAD 83(1997)-  36 48 37.82858(N)    094 20 55.73423(W) AD(       ) 4
 GG0569  NAD 83(1986)-  36 48 37.83267(N)    094 20 55.73030(W) AD(       ) 4
 GG0569  NAD 27      -  36 48 37.59300(N)    094 20 54.94700(W) AD(       ) 3
 GG0569
 GG0569.Superseded values are not recommended for survey control.
 GG0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0569.See file dsdata.txt to determine how the superseded data were derived.
 GG0569
 GG0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7968874700(NAD 83)
 GG0569_MARKER: 53 = ELEVATED TANK
 GG0569
 GG0569  HISTORY     - Date     Condition        Report By
 GG0569  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0569
 GG0569                          STATION DESCRIPTION
 GG0569
 GG0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0569'THE STATIONS ARE THE CENTER OF THE TOPS OF THE TANKS.  THE NE
 GG0569'WATER TANK IS A 8 LEGGED STEEL STRUCTURE PAINTED RED AND THE
 GG0569'OVERALL HEIGHT IS ABOUT 120 FEET.  IT IS LOCATED SOUTH OF
 GG0569'KIT CARSON AVENUE AND WEST OF CLARK AVENUE AT FORT CROWDER.
 GG0569'
 GG0569'THE SW WATER TANK IS A 8 LEGGED STEEL STRUCTURE PAINTED RED AND
 GG0569'THE OVERALL HEIGHT IS ABOUT 120 FEET.  IT IS LOCATED BETWEEN
 GG0569'BENTON AVENUE AND MARK TWAIN AVENUE AT FORT CROWDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0576 ***********************************************************************
 GG0576  DESIGNATION -  FORT CROWDER NORTH STACK
 GG0576  PID         -  GG0576
 GG0576  STATE/COUNTY-  MO/NEWTON
 GG0576  USGS QUAD   -  NEOSHO EAST (1981)
 GG0576
 GG0576                         *CURRENT SURVEY CONTROL
 GG0576  ___________________________________________________________________
 GG0576* NAD 83(1997)-  36 49 38.53720(N)    094 22 29.28923(W)     ADJUSTED  
 GG0576* NAVD 88     -                                                        
 GG0576  ___________________________________________________________________
 GG0576  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 GG0576  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GG0576
 GG0576  HORZ ORDER  -  THIRD
 GG0576
 GG0576.The horizontal coordinates were established by classical geodetic methods
 GG0576.and adjusted by the National Geodetic Survey in February 2000..
 GG0576
 GG0576
 GG0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0576
 GG0576.The geoid height was determined by GEOID03.
 GG0576
 GG0576;                    North         East     Units Scale Factor Converg.
 GG0576;SPC MO W     -    73,320.250   861,168.521   MT  0.99994271   +0 04 30.2
 GG0576;UTM  15      - 4,076,604.184   377,396.151   MT  0.99978518   -0 49 27.0
 GG0576
 GG0576                          SUPERSEDED SURVEY CONTROL
 GG0576
 GG0576  NAD 83(1997)-  36 49 38.53732(N)    094 22 29.28915(W) AD(       ) 4
 GG0576  NAD 83(1997)-  36 49 38.53788(N)    094 22 29.28947(W) AD(       ) 4
 GG0576  NAD 83(1997)-  36 49 38.54766(N)    094 22 29.29319(W) AD(       ) 4
 GG0576  NAD 83(1986)-  36 49 38.55223(N)    094 22 29.28935(W) AD(       ) 4
 GG0576  NAD 27      -  36 49 38.30600(N)    094 22 28.51000(W) AD(       ) 3
 GG0576
 GG0576.Superseded values are not recommended for survey control.
 GG0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0576.See file dsdata.txt to determine how the superseded data were derived.
 GG0576
 GG0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7739676604(NAD 83)
 GG0576_MARKER: 63 = STACK
 GG0576
 GG0576  HISTORY     - Date     Condition        Report By
 GG0576  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0576
 GG0576                          STATION DESCRIPTION
 GG0576
 GG0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0576'THE STATIONS ARE THE CENTER OF THE TOP OF THE STACKS.  THE N
 GG0576'STACK IS A TILE STACK PAINTED WITH BLACK AND YELLOW STRIPES
 GG0576'ON IT AND THE HEIGHT IS 115 FEET.  IT IS LOCATED JUST WEST OF
 GG0576'DANIEL BOONE DRIVE, BETWEEN NELSON AND FIELD AVENUE, IN THE
 GG0576'HOSIPITAL AREA AT FORT CROWDER.
 GG0576'
 GG0576'THE S STACK IS A TILE STACK PAINTED RED AND THE OVERALL
 GG0576'HEIGHT IS 115 FEET.  IT IS LOCATED AT THE LAUNDRY ON COCKRELL
 GG0576'STREET AT FORT CROWDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0585 ***********************************************************************
 GG0585  DESIGNATION -  FORT CROWDER SOUTH STACK
 GG0585  PID         -  GG0585
 GG0585  STATE/COUNTY-  MO/NEWTON
 GG0585  USGS QUAD   -  NEOSHO WEST (1972)
 GG0585
 GG0585                         *CURRENT SURVEY CONTROL
 GG0585  ___________________________________________________________________
 GG0585* NAD 83(1997)-  36 48 11.37998(N)    094 23 22.00666(W)     ADJUSTED  
 GG0585* NAVD 88     -                                                        
 GG0585  ___________________________________________________________________
 GG0585  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 GG0585  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 GG0585
 GG0585  HORZ ORDER  -  THIRD
 GG0585
 GG0585.The horizontal coordinates were established by classical geodetic methods
 GG0585.and adjusted by the National Geodetic Survey in February 2000..
 GG0585
 GG0585
 GG0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0585
 GG0585.The geoid height was determined by GEOID03.
 GG0585
 GG0585;                    North         East     Units Scale Factor Converg.
 GG0585;SPC MO W     -    70,632.073   859,865.300   MT  0.99994238   +0 03 58.4
 GG0585;UTM  15      - 4,073,937.198   376,051.124   MT  0.99978927   -0 49 56.9
 GG0585
 GG0585                          SUPERSEDED SURVEY CONTROL
 GG0585
 GG0585  NAD 83(1997)-  36 48 11.38011(N)    094 23 22.00659(W) AD(       ) 4
 GG0585  NAD 83(1997)-  36 48 11.38074(N)    094 23 22.00696(W) AD(       ) 4
 GG0585  NAD 83(1997)-  36 48 11.39082(N)    094 23 22.01021(W) AD(       ) 4
 GG0585  NAD 83(1986)-  36 48 11.39524(N)    094 23 22.00694(W) AD(       ) 4
 GG0585  NAD 27      -  36 48 11.14700(N)    094 23 21.22800(W) AD(       ) 3
 GG0585
 GG0585.Superseded values are not recommended for survey control.
 GG0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0585.See file dsdata.txt to determine how the superseded data were derived.
 GG0585
 GG0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7605173937(NAD 83)
 GG0585_MARKER: 63 = STACK
 GG0585
 GG0585  HISTORY     - Date     Condition        Report By
 GG0585  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0585
 GG0585                          STATION DESCRIPTION
 GG0585
 GG0585'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0575 ***********************************************************************
 GG0575  DESIGNATION -  FORT CROWDER SW WATER TANK
 GG0575  PID         -  GG0575
 GG0575  STATE/COUNTY-  MO/NEWTON
 GG0575  USGS QUAD   -  NEOSHO EAST (1981)
 GG0575
 GG0575                         *CURRENT SURVEY CONTROL
 GG0575  ___________________________________________________________________
 GG0575* NAD 83(1997)-  36 48 20.29055(N)    094 21 29.32979(W)     ADJUSTED  
 GG0575* NAVD 88     -                                                        
 GG0575  ___________________________________________________________________
 GG0575  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 GG0575  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GG0575
 GG0575  HORZ ORDER  -  THIRD
 GG0575
 GG0575.The horizontal coordinates were established by classical geodetic methods
 GG0575.and adjusted by the National Geodetic Survey in February 2000..
 GG0575
 GG0575
 GG0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0575
 GG0575.The geoid height was determined by GEOID03.
 GG0575
 GG0575;                    North         East     Units Scale Factor Converg.
 GG0575;SPC MO W     -    70,910.421   862,657.883   MT  0.99994315   +0 05 05.9
 GG0575;UTM  15      - 4,074,171.673   378,847.289   MT  0.99978083   -0 48 49.6
 GG0575
 GG0575                          SUPERSEDED SURVEY CONTROL
 GG0575
 GG0575  NAD 83(1997)-  36 48 20.29067(N)    094 21 29.32973(W) AD(       ) 4
 GG0575  NAD 83(1997)-  36 48 20.29118(N)    094 21 29.33019(W) AD(       ) 4
 GG0575  NAD 83(1997)-  36 48 20.30146(N)    094 21 29.33399(W) AD(       ) 4
 GG0575  NAD 83(1986)-  36 48 20.30559(N)    094 21 29.33025(W) AD(       ) 4
 GG0575  NAD 27      -  36 48 20.05300(N)    094 21 28.55500(W) AD(       ) 3
 GG0575
 GG0575.Superseded values are not recommended for survey control.
 GG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0575.See file dsdata.txt to determine how the superseded data were derived.
 GG0575
 GG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7884774172(NAD 83)
 GG0575_MARKER: 53 = ELEVATED TANK
 GG0575
 GG0575  HISTORY     - Date     Condition        Report By
 GG0575  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0575  HISTORY     - 1990     GOOD             USPSQD
 GG0575
 GG0575                          STATION DESCRIPTION
 GG0575
 GG0575'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1057 ***********************************************************************
 HD1057  DESIGNATION -  FORT LEONARD WOOD AIR CONT TWR
 HD1057  PID         -  HD1057
 HD1057  STATE/COUNTY-  MO/PULASKI
 HD1057  USGS QUAD   -  BLOODLAND (1982)
 HD1057
 HD1057                         *CURRENT SURVEY CONTROL
 HD1057  ___________________________________________________________________
 HD1057* NAD 83(1997)-  37 43 57.47370(N)    092 08 14.03836(W)     ADJUSTED  
 HD1057* NAVD 88     -                                                        
 HD1057  ___________________________________________________________________
 HD1057  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 HD1057  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HD1057
 HD1057  HORZ ORDER  -  THIRD
 HD1057
 HD1057.This mark is at Forney Aaf Airport (TBN)
 HD1057
 HD1057.The horizontal coordinates were established by classical geodetic methods
 HD1057.and adjusted by the National Geodetic Survey in February 2000..
 HD1057
 HD1057
 HD1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1057
 HD1057.The geoid height was determined by GEOID03.
 HD1057
 HD1057;                    North         East     Units Scale Factor Converg.
 HD1057;SPC MO C     -   210,819.880   531,975.985   MT  0.99994592   +0 13 19.2
 HD1057;UTM  15      - 4,176,500.917   576,023.564   MT  0.99967119   +0 31 40.9
 HD1057
 HD1057                          SUPERSEDED SURVEY CONTROL
 HD1057
 HD1057  NAD 83(1986)-  37 43 57.48681(N)    092 08 14.03648(W) AD(       ) 4
 HD1057  NAD 27      -  37 43 57.34300(N)    092 08 13.44900(W) AD(       ) 3
 HD1057
 HD1057.Superseded values are not recommended for survey control.
 HD1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1057.See file dsdata.txt to determine how the superseded data were derived.
 HD1057
 HD1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7602476501(NAD 83)
 HD1057_MARKER: 58 = CONTROL TOWER
 HD1057
 HD1057  HISTORY     - Date     Condition        Report By
 HD1057  HISTORY     - 1946     FIRST OBSERVED   CGS
 HD1057
 HD1057                          STATION DESCRIPTION
 HD1057
 HD1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1057'THE STATION IS LOCATED ABOUT 140 FEET NORTHWEST OF THE JUNCTION OF
 HD1057'STATE HIGHWAY 17 AND IOWA AVENUE, ABOUT 20 FEET NORTH OF GRAVELED
 HD1057'ROAD LEADING TO THE AIRFIELD RUNWAY, ABOUT 80 FEET EAST OF THE
 HD1057'EAST EDGE OF THE RUNWAY AND ABOUT 10 FEET SOUTH OF BUILDING NO.
 HD1057'3197.  IT IS A TOWER OF WOODEN CONSTRUCTION ABOUT 40 FEET HIGH,
 HD1057'WITH 4 LEGS AND A GLASSED IN CABIN.  ON TOP OF THE TOWER IS A
 HD1057'WIND SOCK.
 HD1057'
 HD1057'THE POINT INTERSECTED WAS THE WIND SOCK STAFF.
 HD1057'
 HD1057'TO REACH THE STATION FROM THE MAIN ENTRANCE (GATE NO. 1) OF FORT
 HD1057'LEONARD WOOD GO SOUTH AND WEST ON STATE HIGHWAY 17 FOR 4.5 MILES
 HD1057'TO THE STATION ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1058 ***********************************************************************
 HD1058  DESIGNATION -  FORT LEONARD WOOD CONCRETE TK
 HD1058  PID         -  HD1058
 HD1058  STATE/COUNTY-  MO/PULASKI
 HD1058  USGS QUAD   -  BLOODLAND (1982)
 HD1058
 HD1058                         *CURRENT SURVEY CONTROL
 HD1058  ___________________________________________________________________
 HD1058* NAD 83(1997)-  37 44 06.11602(N)    092 07 51.45854(W)     ADJUSTED  
 HD1058* NAVD 88     -                                                        
 HD1058  ___________________________________________________________________
 HD1058  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 HD1058  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HD1058
 HD1058  HORZ ORDER  -  THIRD
 HD1058
 HD1058.This mark is at Forney Aaf Airport (TBN)
 HD1058
 HD1058.The horizontal coordinates were established by classical geodetic methods
 HD1058.and adjusted by the National Geodetic Survey in February 2000..
 HD1058
 HD1058
 HD1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1058
 HD1058.The geoid height was determined by GEOID03.
 HD1058
 HD1058;                    North         East     Units Scale Factor Converg.
 HD1058;SPC MO C     -   211,088.475   532,527.795   MT  0.99994636   +0 13 33.1
 HD1058;UTM  15      - 4,176,772.381   576,573.781   MT  0.99967222   +0 31 54.8
 HD1058
 HD1058                          SUPERSEDED SURVEY CONTROL
 HD1058
 HD1058  NAD 83(1986)-  37 44 06.12942(N)    092 07 51.45630(W) AD(       ) 4
 HD1058  NAD 27      -  37 44 05.98700(N)    092 07 50.86600(W) AD(       ) 3
 HD1058
 HD1058.Superseded values are not recommended for survey control.
 HD1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1058.See file dsdata.txt to determine how the superseded data were derived.
 HD1058
 HD1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7657476772(NAD 83)
 HD1058_MARKER: 55 = TOWER
 HD1058
 HD1058  HISTORY     - Date     Condition        Report By
 HD1058  HISTORY     - 1946     FIRST OBSERVED   CGS
 HD1058  HISTORY     - 1972     GOOD             NGS
 HD1058  HISTORY     - 1974     GOOD             NGS
 HD1058  HISTORY     - 1979     GOOD             NGS
 HD1058
 HD1058                          STATION DESCRIPTION
 HD1058
 HD1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1058'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF FORT LEONARD
 HD1058'WOOD AT THE CORNER OF IOWA AVENUE AND ARTILLERY CIRCLE AND
 HD1058'NEAR NORTHERLY END OF AIRFIELD.  THE STATION IS OF CONCRETE
 HD1058'CONSTRUCTION AND IS PAINTED IN YELLOW AND WHITE SQUARES ON
 HD1058'THE TOP.  IT IS APPROXIMATELY 100 FEET HIGH.
 HD1058'
 HD1058'POINT INTERSECTED WAS BALL AT THE APEX OF TANK.
 HD1058
 HD1058                          STATION RECOVERY (1972)
 HD1058
 HD1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLW)
 HD1058'STATION WAS RECOVERED AS DESCRIBED.
 HD1058'
 HD1058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT LEONARD
 HD1058'WOOD MILITARY RESERVATION.
 HD1058
 HD1058                          STATION RECOVERY (1974)
 HD1058
 HD1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JN)
 HD1058'THE STATION WAS RECOVERED AS DESCRIBED.
 HD1058'
 HD1058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FORT LEONARD
 HD1058'WOOD.
 HD1058
 HD1058                          STATION RECOVERY (1979)
 HD1058
 HD1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DRM)
 HD1058'THIS STATION RECOVERED AS DESCRIBED.  THIS STATION IS TO BE TORN
 HD1058'DOWN IN 1981.
 HD1058'
 HD1058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FRT. LEONARD
 HD1058'WOOD ARMY BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1028 ***********************************************************************
 HD1028  DESIGNATION -  FORT LEONARD WOOD LOOKOUT TWR
 HD1028  PID         -  HD1028
 HD1028  STATE/COUNTY-  MO/PULASKI
 HD1028  USGS QUAD   -  DEVILS ELBOW (1985)
 HD1028
 HD1028                         *CURRENT SURVEY CONTROL
 HD1028  ___________________________________________________________________
 HD1028* NAD 83(1997)-  37 49 25.55935(N)    092 06 59.07554(W)     ADJUSTED  
 HD1028* NAVD 88     -                                                        
 HD1028  ___________________________________________________________________
 HD1028  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 HD1028  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HD1028
 HD1028  HORZ ORDER  -  THIRD
 HD1028
 HD1028.The horizontal coordinates were established by classical geodetic methods
 HD1028.and adjusted by the National Geodetic Survey in February 2000..
 HD1028
 HD1028
 HD1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1028
 HD1028.The geoid height was determined by GEOID03.
 HD1028
 HD1028;                    North         East     Units Scale Factor Converg.
 HD1028;SPC MO C     -   220,941.850   533,769.944   MT  0.99994737   +0 14 06.8
 HD1028;UTM  15      - 4,186,629.559   577,762.906   MT  0.99967448   +0 32 30.8
 HD1028
 HD1028                          SUPERSEDED SURVEY CONTROL
 HD1028
 HD1028  NAD 83(1986)-  37 49 25.57291(N)    092 06 59.07365(W) AD(       ) 4
 HD1028  NAD 27      -  37 49 25.42400(N)    092 06 58.48300(W) AD(       ) 3
 HD1028
 HD1028.Superseded values are not recommended for survey control.
 HD1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1028.See file dsdata.txt to determine how the superseded data were derived.
 HD1028
 HD1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7776386630(NAD 83)
 HD1028_MARKER: 57 = LOOKOUT TOWER
 HD1028
 HD1028  HISTORY     - Date     Condition        Report By
 HD1028  HISTORY     - 1946     FIRST OBSERVED   CGS
 HD1028
 HD1028                          STATION DESCRIPTION
 HD1028
 HD1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1028'THE STATION IS ABOUT 5 MILES EAST OF WAYNESVILLE AND 100
 HD1028'YARDS SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 66.
 HD1028'
 HD1028'THE TOWER IS OF STEEL CONSTRUCTION WITH A GLASSED-IN HOUSE
 HD1028'ON THE TOP.  THE TOWER IS 100 FEET HIGH AND HAS FOUR LEGS.  THE
 HD1028'BASE IS ABOUT 20 FEET SQUARE.
 HD1028'
 HD1028'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TOWER.
 HD1028'
 HD1028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 HD1028'66 AND STATE HIGHWAY 17 IN WAYNESVILLE, GO EAST ON U.S.
 HD1028'HIGHWAY 66 FOR 3.4 MILES TO THE JUNCTION OF STATE HIGHWAY
 HD1028'17 SOUTH TO FORT LEONARD WOOD.  CONTINUE EAST ON U.S. HIGHWAY
 HD1028'66 FOR 1.4 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1037 ***********************************************************************
 HD1037  DESIGNATION -  FORT LEONARD WOOD STEEL TK
 HD1037  PID         -  HD1037
 HD1037  STATE/COUNTY-  MO/PULASKI
 HD1037  USGS QUAD   -  WAYNESVILLE (1985)
 HD1037
 HD1037                         *CURRENT SURVEY CONTROL
 HD1037  ___________________________________________________________________
 HD1037* NAD 83(1997)-  37 45 34.16113(N)    092 07 31.14946(W)     ADJUSTED  
 HD1037* NAVD 88     -                                                        
 HD1037  ___________________________________________________________________
 HD1037  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 HD1037  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HD1037
 HD1037  HORZ ORDER  -  THIRD
 HD1037
 HD1037.This mark is at Forney Aaf Airport (TBN)
 HD1037
 HD1037.The horizontal coordinates were established by classical geodetic methods
 HD1037.and adjusted by the National Geodetic Survey in February 2000..
 HD1037
 HD1037
 HD1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1037
 HD1037.The geoid height was determined by GEOID03.
 HD1037
 HD1037;                    North         East     Units Scale Factor Converg.
 HD1037;SPC MO C     -   213,804.805   533,014.175   MT  0.99994675   +0 13 46.0
 HD1037;UTM  15      - 4,179,490.526   577,045.512   MT  0.99967311   +0 32 08.3
 HD1037
 HD1037                          SUPERSEDED SURVEY CONTROL
 HD1037
 HD1037  NAD 83(1986)-  37 45 34.17454(N)    092 07 31.14749(W) AD(       ) 4
 HD1037  NAD 27      -  37 45 34.02800(N)    092 07 30.56200(W) AD(       ) 3
 HD1037
 HD1037.Superseded values are not recommended for survey control.
 HD1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1037.See file dsdata.txt to determine how the superseded data were derived.
 HD1037
 HD1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7704679491(NAD 83)
 HD1037_MARKER: 53 = ELEVATED TANK
 HD1037
 HD1037  HISTORY     - Date     Condition        Report By
 HD1037  HISTORY     - 1946     FIRST OBSERVED   CGS
 HD1037  HISTORY     - 1972     GOOD             NGS
 HD1037  HISTORY     - 1974     GOOD             NGS
 HD1037  HISTORY     - 1979     GOOD             NGS
 HD1037
 HD1037                          STATION DESCRIPTION
 HD1037
 HD1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1037'THE STATION IS LOCATED IN THE WEST SIDE OF FORT LEONARD
 HD1037'WOOD AND IN THE SOUTHEAST CORNER OF W 4TH STREET AND 6TH
 HD1037'AVENUE CROSSING.  THE STATION IS APPROXIMATELY 100 FEET
 HD1037'HIGH, HAS 10 LEGS AND IS PAINTED IN BLACK AND ORANGE SQUARES.
 HD1037'
 HD1037'POINT INTERSECTED WAS BALL AT APEX OF TANK.
 HD1037
 HD1037                          STATION RECOVERY (1972)
 HD1037
 HD1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLW)
 HD1037'THE STATION WAS RECOVERED AS DESCRIBED.
 HD1037'
 HD1037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT LEONARD
 HD1037'WOOD MILITARY RESERVATION.
 HD1037
 HD1037                          STATION RECOVERY (1974)
 HD1037
 HD1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JN)
 HD1037'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HD1037'
 HD1037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FORT LEONARD
 HD1037'WOOD.
 HD1037
 HD1037                          STATION RECOVERY (1979)
 HD1037
 HD1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DRM)
 HD1037'STATION RECOVERED AS DESCRIBED.
 HD1037'
 HD1037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FT. LEONARD
 HD1037'WOOD ARMY BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2628 ***********************************************************************
 JD2628  DESIGNATION -  FORTUNA
 JD2628  PID         -  JD2628
 JD2628  STATE/COUNTY-  MO/MORGAN
 JD2628  USGS QUAD   -  FORTUNA (1985)
 JD2628
 JD2628                         *CURRENT SURVEY CONTROL
 JD2628  ___________________________________________________________________
 JD2628* NAD 83(1997)-  38 34 00.04363(N)    092 48 17.54616(W)     ADJUSTED  
 JD2628* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 JD2628  ___________________________________________________________________
 JD2628  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 JD2628  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD2628
 JD2628  HORZ ORDER  -  SECOND
 JD2628
 JD2628.The horizontal coordinates were established by classical geodetic methods
 JD2628.and adjusted by the National Geodetic Survey in February 2000..
 JD2628
 JD2628.The orthometric height was scaled from a topographic map.
 JD2628
 JD2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2628
 JD2628.The geoid height was determined by GEOID03.
 JD2628
 JD2628;                    North         East     Units Scale Factor Converg.
 JD2628;SPC MO C     -   303,374.495   473,431.282   MT  0.99994202   -0 11 24.2
 JD2628;UTM  15      - 4,268,710.296   516,998.888   MT  0.99960356   +0 07 17.9
 JD2628
 JD2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2628!SPC MO C     -   0.99995897  x   0.99994202  =   0.99990099
 JD2628!UTM  15      -   0.99995897  x   0.99960356  =   0.99956254
 JD2628
 JD2628|---------------------------------------------------------------------|
 JD2628| PID    Reference Object                     Distance      Geod. Az  |
 JD2628|                                                           dddmmss.s |
 JD2628| JD2629 60 RESET                            191.766 METERS 08450     |
 JD2628| CN6895 FORTUNA RM 1                         23.414 METERS 09526     |
 JD2628| JD2631 FORTUNA CENTRAL ELEC PWR MAST       APPROX. 4.6 KM 1765824.8 |
 JD2628| CN6894 FORTUNA AZ MK                                      2720331.6 |
 JD2628| CN6896 FORTUNA RM 2                         30.946 METERS 30633     |
 JD2628|---------------------------------------------------------------------|
 JD2628
 JD2628                          SUPERSEDED SURVEY CONTROL
 JD2628
 JD2628  NAD 83(1986)-  38 34 00.05503(N)    092 48 17.54698(W) AD(       ) 2
 JD2628  NAD 27      -  38 33 59.97336(N)    092 48 16.84863(W) AD(       ) 2
 JD2628
 JD2628.Superseded values are not recommended for survey control.
 JD2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2628.See file dsdata.txt to determine how the superseded data were derived.
 JD2628
 JD2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1699968710(NAD 83)
 JD2628_MARKER: DS = TRIANGULATION STATION DISK
 JD2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2628
 JD2628  HISTORY     - Date     Condition        Report By
 JD2628  HISTORY     - 1963     MONUMENTED       CGS
 JD2628  HISTORY     - 20021217 POOR             SKW
 JD2628
 JD2628                          STATION DESCRIPTION
 JD2628
 JD2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2628'THE STATION IS LOCATED 0.45 MILE WEST-SOUTHWEST OF THE SMALL
 JD2628'VILLAGE OF FORTUNA, ON THE SOUTH RIGHT-OF-WAY OF COUNTY ROAD FF,
 JD2628'NEAR SOME OLD FARM BUILDINGS.
 JD2628'
 JD2628'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5 AND
 JD2628'COUNTY ROAD FF IN FORTUNA, GO WEST, SOUTHWEST AND WEST ON COUNTY
 JD2628'ROAD FF FOR 0.45 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JD2628'
 JD2628'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 JD2628'ROAD FF FOR 0.6 MILE TO A CROSSROAD AND THE MARK ON THE RIGHT AS
 JD2628'DESCRIBED.
 JD2628'
 JD2628'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JD2628'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED FORTUNA 1963.
 JD2628'IT IS 37 FEET EAST-NORTHEAST OF THE CENTER OF A BOARD GATE,
 JD2628'36 FEET SOUTH OF THE CENTER OF COUNTY ROAD FF AND 7.2 FEET
 JD2628'NORTH OF A METAL WITNESS POST AND AN EAST-WEST FENCE LINE.
 JD2628'
 JD2628'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 JD2628'12-INCH CONCRETE CYLINDER WHICH PROJECTS 8 INCHES AND IS STAMPED
 JD2628'FORTUNA NO 1 1963.  IT IS 77 FEET EAST OF A METAL WITNESS POST,
 JD2628'42 FEET SOUTH OF THE CENTER OF COUNTY ROAD FF AND 1.2 FEET NORTH
 JD2628'OF AN EAST-WEST FENCE LINE.
 JD2628'
 JD2628'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 JD2628'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS
 JD2628'STAMPED FORTUNA NO 2 1963.  IT IS 24 FEET NORTH OF THE CENTER OF
 JD2628'COUNTY ROAD FF AND 1.4 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 JD2628'
 JD2628'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JD2628'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 JD2628'FORTUNA 1963.  IT IS 34 FEET NORTH OF THE CENTER OF COUNTY ROAD
 JD2628'FF, 20 FEET EAST OF THE CENTER OF A DIRT ROAD, 3.6 FEET SOUTHEAST
 JD2628'OF AN UNDERGROUND CABLE MARKER AND 1 FOOT SOUTH OF A METAL
 JD2628'WITNESS POST.
 JD2628'
 JD2628'NO. 60 IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 JD2628'BRONZE DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH
 JD2628'PROJECTS 4 INCHES AND IS STAMPED NO. 60 1934 RESET 1959 CWA.  IT
 JD2628'IS 36 FEET NORTH OF THE CENTER OF COUNTY ROAD FF, 3 FEET
 JD2628'NORTHWEST OF METAL SIGN FAS 1756 AND 1 FOOT SOUTH OF AN EAST-WEST
 JD2628'FENCE LINE.
 JD2628
 JD2628                          STATION RECOVERY (2002)
 JD2628
 JD2628'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 JD2628'DISK HAS BEEN DESTROYED.  ONLY CONCRETE MONUMENT AND DISK STEM REMAIN.
 JD2628' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2631 ***********************************************************************
 JD2631  DESIGNATION -  FORTUNA CENTRAL ELEC PWR MAST
 JD2631  PID         -  JD2631
 JD2631  STATE/COUNTY-  MO/MORGAN
 JD2631  USGS QUAD   -  FORTUNA (1985)
 JD2631
 JD2631                         *CURRENT SURVEY CONTROL
 JD2631  ___________________________________________________________________
 JD2631* NAD 83(1997)-  38 31 31.77587(N)    092 48 07.56722(W)     ADJUSTED  
 JD2631* NAVD 88     -                                                        
 JD2631  ___________________________________________________________________
 JD2631  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 JD2631  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD2631
 JD2631  HORZ ORDER  -  THIRD
 JD2631
 JD2631.The horizontal coordinates were established by classical geodetic methods
 JD2631.and adjusted by the National Geodetic Survey in February 2000..
 JD2631
 JD2631
 JD2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2631
 JD2631.The geoid height was determined by GEOID03.
 JD2631
 JD2631;                    North         East     Units Scale Factor Converg.
 JD2631;SPC MO C     -   298,802.117   473,657.826   MT  0.99994188   -0 11 17.4
 JD2631;UTM  15      - 4,264,140.765   517,250.208   MT  0.99960366   +0 07 23.7
 JD2631
 JD2631                          SUPERSEDED SURVEY CONTROL
 JD2631
 JD2631  NAD 83(1986)-  38 31 31.78811(N)    092 48 07.56747(W) AD(       ) 4
 JD2631  NAD 27      -  38 31 31.70146(N)    092 48 06.87057(W) AD(       ) 3
 JD2631
 JD2631.Superseded values are not recommended for survey control.
 JD2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2631.See file dsdata.txt to determine how the superseded data were derived.
 JD2631
 JD2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1725064141(NAD 83)
 JD2631_MARKER: 42 = RADIO/TV MAST
 JD2631
 JD2631  HISTORY     - Date     Condition        Report By
 JD2631  HISTORY     - 1963     FIRST OBSERVED   CGS
 JD2631
 JD2631                          STATION DESCRIPTION
 JD2631
 JD2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2631'THE CENTER OF THE RED OBSTRUCTION LIGHT ATOP THE TRIANGULAR
 JD2631'STEEL MAST AT THE FORTUNA SUB-STATION, LOCATED 3.0 MILES SOUTH
 JD2631'OF FORTUNA ALONG STATE HIGHWAY 5, 0.05 MILE WEST OF THE HIGHWAY
 JD2631'AND 50 YARDS SOUTH OF AN EAST-WEST GRAVELED ROAD.
 JD2631'
 JD2631'THE STRUCTURE IS 300 FEET HIGH AND PAINTED ALTERNATELY RED
 JD2631'AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0906 ***********************************************************************
 GF0906  DESIGNATION -  FORTUNE
 GF0906  PID         -  GF0906
 GF0906  STATE/COUNTY-  MO/BARRY
 GF0906  USGS QUAD   -  CASSVILLE (1974)
 GF0906
 GF0906                         *CURRENT SURVEY CONTROL
 GF0906  ___________________________________________________________________
 GF0906* NAD 83(1997)-  36 44 35.38741(N)    093 45 13.29002(W)     ADJUSTED  
 GF0906* NAVD 88     -       464.55   (+/-2cm)    1524.1    (feet)  VERTCON   
 GF0906  ___________________________________________________________________
 GF0906  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GF0906  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GF0906
 GF0906  HORZ ORDER  -  FIRST
 GF0906  VERT ORDER  -  THIRD ? (See Below)
 GF0906
 GF0906.The horizontal coordinates were established by classical geodetic methods
 GF0906.and adjusted by the National Geodetic Survey in February 2000..
 GF0906
 GF0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0906.The vertical order pertains to the NGVD 29 superseded value.
 GF0906
 GF0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0906
 GF0906.The geoid height was determined by GEOID03.
 GF0906
 GF0906;                    North         East     Units Scale Factor Converg.
 GF0906;SPC MO W     -    64,228.272   916,649.537   MT  0.99999588   +0 26 47.3
 GF0906;UTM  15      - 4,066,646.000   432,714.043   MT  0.99965578   -0 27 03.2
 GF0906
 GF0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0906!SPC MO W     -   0.99993158  x   0.99999588  =   0.99992747
 GF0906!UTM  15      -   0.99993158  x   0.99965578  =   0.99958739
 GF0906
 GF0906:                Primary Azimuth Mark                     Grid Az
 GF0906:SPC MO W     -  JENKINS LOOKOUT TOWER                    014 56 58.7
 GF0906:UTM  15      -  JENKINS LOOKOUT TOWER                    015 50 49.2
 GF0906
 GF0906|---------------------------------------------------------------------|
 GF0906| PID    Reference Object                     Distance      Geod. Az  |
 GF0906|                                                           dddmmss.s |
 GF0906| GF0882 JENKINS LOOKOUT TOWER               APPROX. 9.5 KM 0152346.0 |
 GF0906| GF0910 PTS 4 MO                             32.818 METERS 01715     |
 GF0906| CI0913 FORTUNE RM 1                         21.401 METERS 13309     |
 GF0906| GF0902 LOHMER LOOKOUT TOWER                APPROX. 9.4 KM 1544251.8 |
 GF0906| CI0914 FORTUNE RM 3                         73.521 METERS 19414     |
 GF0906| GF0908 CASSVILLE                           APPROX.10.9 KM 2032737.2 |
 GF0906|---------------------------------------------------------------------|
 GF0906
 GF0906                          SUPERSEDED SURVEY CONTROL
 GF0906
 GF0906  NAD 83(1997)-  36 44 35.38775(N)    093 45 13.28988(W) AD(       ) 1
 GF0906  NAD 83(1997)-  36 44 35.39128(N)    093 45 13.29089(W) AD(       ) 1
 GF0906  NAD 83(1997)-  36 44 35.39794(N)    093 45 13.29076(W) AD(       ) 1
 GF0906  NAD 83(1986)-  36 44 35.39947(N)    093 45 13.29026(W) AD(       ) 1
 GF0906  NAD 27      -  36 44 35.17270(N)    093 45 12.58400(W) AD(       ) 1
 GF0906  NGVD 29 (07/19/86)  464.39   (m)         1523.6    (f) LEVELING    3  
 GF0906
 GF0906.Superseded values are not recommended for survey control.
 GF0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0906.See file dsdata.txt to determine how the superseded data were derived.
 GF0906
 GF0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3271466646(NAD 83)
 GF0906_MARKER: DS = TRIANGULATION STATION DISK
 GF0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0906+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 GF0906
 GF0906  HISTORY     - Date     Condition        Report By
 GF0906  HISTORY     - 1961     MONUMENTED       CGS
 GF0906  HISTORY     - 20021003 GOOD             GEOCAC
 GF0906
 GF0906                          STATION DESCRIPTION
 GF0906
 GF0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0906'THE STATION IS ABOUT 7 MILES NORTHEAST OF CASSVILLE, 4 MILES
 GF0906'SOUTHWEST OF JENKINS, ON THE PROPERTY OF MR. DEWEY PATTON
 GF0906'AND IS IN THE SOUTHWEST 1/4 OF SECTION 33, T. 24 N., R. 26 W.
 GF0906'IT IS 2 FEET EAST OF A WITNESS POST, 1 FOOT EAST OF A WIRE
 GF0906'FENCE, 31 FEET SOUTHWEST OF A 16 INCH HICKORY TREE, 56 FEET
 GF0906'SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL BARN, 74 FEET
 GF0906'NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BARN AND 16 FEET
 GF0906'WEST OF THE CENTERLINE OF A FARM ROAD.  THE MONUMENT IS FLUSH
 GF0906'AND THE DISK IS STAMPED FORTUNE 1961.
 GF0906'
 GF0906'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 112, 76, 86 AND
 GF0906'148 IN THE SOUTHEAST PART OF CASSVILLE, GO SOUTHEASTERLY AND
 GF0906'NORTHEASTERLY ON HIGHWAY 148 FOR 5.1 MILES TO A FIVE POINT
 GF0906'ROAD JUNCTION AND OAK RIDGE MISSIONARY BAPTIST CHURCH ON THE
 GF0906'LEFT.  CONTINUE ON HIGHWAY 148 FOR 3 MILES TO A SIDE ROAD LEFT
 GF0906'(COUNTY ROAD C).  CONTINUE ON HIGHWAY 148 FOR 0.15 MILE TO A
 GF0906'DRIVEWAY RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE DRIVEWAY,
 GF0906'PASSING TO THE WEST OF A STONE HOUSE, FOR 0.05 MILE TO THE
 GF0906'STATION ON THE RIGHT.
 GF0906'
 GF0906'REFERENCE MARK 1 IS 6 INCHES NORTH OF A WIRE FENCE, 28 FEET EAST
 GF0906'OF THE CENTERLINE OF A FARM ROAD, 72 FEET SOUTHEAST OF THE
 GF0906'WITNESS POST AND 13 FEET SOUTHWEST OF THE NORTHWEST CORNER
 GF0906'OF THE LARGE BARN.  THE MONUMENT PROJECTS 5 INCHES AND THE
 GF0906'DISK IS STAMPED FORTUNE NO 1 1961.
 GF0906'
 GF0906'PT NO 4 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY STATION
 GF0906'MARK DISK STAMPED PRIM TRAV STA NO 4 MO 1923, SET IN THE TOP
 GF0906'OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS 6
 GF0906'INCHES IN DIAMETER.  IT IS 47 FEET NORTHEAST OF A 36 INCH OAK
 GF0906'TREE, 7 FEET EAST OF A WIRE FENCE, 22 EAST OF THE CENTERLINE
 GF0906'OF THE FARM ROAD AND 48 FEET NORTH OF A FENCE CORNER.
 GF0906'
 GF0906'REFERENCE MARK 3 IS 1 FOOT NORTH OF A WITNESS POST, 10 FEET
 GF0906'SOUTHEAST OF THE CENTERLINE OF THE FARM ROAD AND 11 FEET
 GF0906'NORTHEAST OF A 5 INCH OAK TREE.  THE MONUMENT PROJECTS 3 INCHES
 GF0906'AND THE DISK IS STAMPED FORTUNE NO 3 1961.
 GF0906'
 GF0906'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 GF0906'
 GF0906'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0906
 GF0906                          STATION RECOVERY (2002)
 GF0906
 GF0906'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0906'ALL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2706 ***********************************************************************
 JD2706  DESIGNATION -  FOSNOW
 JD2706  PID         -  JD2706
 JD2706  STATE/COUNTY-  MO/BENTON
 JD2706  USGS QUAD   -  LINCOLN NW (1961)
 JD2706
 JD2706                         *CURRENT SURVEY CONTROL
 JD2706  ___________________________________________________________________
 JD2706* NAD 83(1997)-  38 26 45.88432(N)    093 29 01.08025(W)     ADJUSTED  
 JD2706* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 JD2706  ___________________________________________________________________
 JD2706  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JD2706  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JD2706
 JD2706  HORZ ORDER  -  THIRD
 JD2706
 JD2706.The horizontal coordinates were established by classical geodetic methods
 JD2706.and adjusted by the National Geodetic Survey in February 2000..
 JD2706
 JD2706.The orthometric height was scaled from a topographic map.
 JD2706
 JD2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2706
 JD2706.The geoid height was determined by GEOID03.
 JD2706
 JD2706;                    North         East     Units Scale Factor Converg.
 JD2706;SPC MO C     -   290,402.310   414,135.765   MT  1.00002410   -0 36 41.9
 JD2706;SPC MO W     -   253,451.442   938,722.375   MT  1.00003808   +0 37 55.2
 JD2706;UTM  15      - 4,255,421.046   457,796.660   MT  0.99962193   -0 18 02.6
 JD2706
 JD2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2706!SPC MO C     -   0.99996318  x   1.00002410  =   0.99998728
 JD2706!SPC MO W     -   0.99996318  x   1.00003808  =   1.00000126
 JD2706!UTM  15      -   0.99996318  x   0.99962193  =   0.99958513
 JD2706
 JD2706|---------------------------------------------------------------------|
 JD2706| PID    Reference Object                     Distance      Geod. Az  |
 JD2706|                                                           dddmmss.s |
 JD2706| AI9055 FOSNOW RM 1                          27.581 METERS 17422     |
 JD2706| AI9056 FOSNOW RM 2                          26.365 METERS 27100     |
 JD2706| AH9096 FOSNOW AZ MK                                       2722517.1 |
 JD2706|---------------------------------------------------------------------|
 JD2706
 JD2706                          SUPERSEDED SURVEY CONTROL
 JD2706
 JD2706  NAD 83(1997)-  38 26 45.88887(N)    093 29 01.07877(W) AD(       ) 3
 JD2706  NAD 83(1986)-  38 26 45.89376(N)    093 29 01.07931(W) AD(       ) 3
 JD2706  NAD 27      -  38 26 45.81999(N)    093 29 00.32825(W) AD(       ) 3
 JD2706
 JD2706.Superseded values are not recommended for survey control.
 JD2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2706.See file dsdata.txt to determine how the superseded data were derived.
 JD2706
 JD2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC5779755421(NAD 83)
 JD2706_MARKER: DS = TRIANGULATION STATION DISK
 JD2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2706_STAMPING: FOSNOW 1963
 JD2706_MARK LOGO: CGS   
 JD2706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JD2706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2706+STABILITY: SURFACE MOTION
 JD2706
 JD2706  HISTORY     - Date     Condition        Report By
 JD2706  HISTORY     - 1963     MONUMENTED       CGS
 JD2706  HISTORY     - 19810101 GOOD             NGS
 JD2706
 JD2706                          STATION DESCRIPTION
 JD2706
 JD2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2706'THE STATION IS LOCATED ABOUT 9.0 MILES WEST-NORTHWEST OF LINCOLN,
 JD2706'8.0 MILES EAST-SOUTHEAST OF CALHOUN AND 6.0 MILES SOUTH-SOUTHEAST
 JD2706'OF WINDSOR.
 JD2706'
 JD2706'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 2,
 JD2706'IN THE CENTER OF WINDSOR, DRIVE SOUTHWEST ON STATE HIGHWAY 52 FOR
 JD2706'0.7 MILE TO THE JUNCTION OF COUNTY ROUTE Y.  TURN LEFT AND DRIVE
 JD2706'SOUTH ON COUNTY ROUTE Y FOR 5.5 MILES TO A GRAVELED SIDE ROAD
 JD2706'ON THE LEFT.  TURN LEFT AND DRIVE EAST ON A GRAVELED ROAD FOR 1.1
 JD2706'MILES TO A LEFT JOG AND THEN RIGHT, CONTINUE EAST ON THE
 JD2706'GRAVELED ROAD FOR 0.8 MILE TO A T-ROAD.  TURN RIGHT CROSS A
 JD2706'WOODEN BRIDGE AND THEN TURN LEFT AND DRIVE EAST ON A GRAVELED
 JD2706'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE SOUTH SIDE OF THE
 JD2706'ROAD.  CONTINUE EAST FOR 0.4 MILE TO A LEFT TURN IN THE ROAD AND
 JD2706'THE STATION ON THE SOUTH SIDE OF THE ROAD.
 JD2706'
 JD2706'THE STATION IS A STANDARD DISK, STAMPED FOSNOW 1963, SET IN THE
 JD2706'TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 JD2706'WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 26
 JD2706'FEET EAST OF A POWER LINE POLE, 57 FEET SOUTH OF THE CENTER OF A
 JD2706'CURVE IN THE GRAVELED ROAD, 10.0 FEET WEST OF A NORTH-SOUTH FENCE
 JD2706'AND 2.0 FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 JD2706'
 JD2706'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOSNOW NO 1 1963, SET
 JD2706'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 JD2706'IN DIAMETER AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.
 JD2706'IT IS 89 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, WITH A
 JD2706'SIGN ATTACHED AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE.
 JD2706'
 JD2706'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOSNOW NO 2 1963,
 JD2706'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 JD2706'INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 JD2706'SURFACE.  IT IS 89 FEET WEST OF A METAL WITNESS POST, WITH A
 JD2706'SIGN ATTACHED, 61 FEET WEST OF A POWER LINE POLE AND 39.0 FEET
 JD2706'SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 JD2706'
 JD2706'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FOSNOW 1963, SET IN
 JD2706'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JD2706'DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 JD2706'IT IS 23.0 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.0
 JD2706'FEET WEST OF A METAL WITNESS POST, WITH A SIGN ATTACHED AND 1.0
 JD2706'FOOT NORTH OF A CORNER FENCE POST IN THE SOUTH RIGHT-OF-WAY
 JD2706'FENCE ALONG THE GRAVELED ROAD.
 JD2706
 JD2706                          STATION RECOVERY (1981)
 JD2706
 JD2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JD2706'SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 JD2706'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK LINE OF SIGHT IS NOW
 JD2706'THROUGH TREES AND WOULD NOT BE GROUND VISIBLE EXCEPT IN WINTER TIME,
 JD2706'THEREFORE FOSNOW AZ MK 2 WAS ESTABLISHED.  THE DIRECTION TO REFERENCE
 JD2706'MARK 1 WAS 46 SECONDS SMALLER THAN 1963 DATA AND THE DISTANCE WAS
 JD2706'0.001 M (0.003 FT) LONGER.  THE DIRECTION TO REFERENCE MARK 2 WAS 1
 JD2706'MINUTE, 5 SECONDS LARGER AND THE DISTANCE WAS 0.003 M (0.010 FT)
 JD2706'LONGER.  THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) WEST NORTHWEST OF
 JD2706'LINCOLN, 8 MI (12.9 KM) EAST SOUTHEAST OF CALHOUN AND 6 MI (9.7 KM)
 JD2706'SOUTH SOUTHEAST OF WINDSOR.  TO REACH THE STATION FROM THE JUNCTION OF
 JD2706'STATE HIGHWAYS 2 AND 52 IN WINDSOR, GO SOUTHWEST ON HIGHWAY 52 FOR 0.7
 JD2706'MI (1.1 KM) TO STATE ROAD Y ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 JD2706'ROAD Y FOR 5.5 MI (8.9 KM) TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 JD2706'GRAVELED ROAD FOR 1.9 MI (3.1 KM) TO A T-ROAD. TURN RIGHT, CROSS A
 JD2706'BRIDGE, THEN TURN LEFT AND CONTINUE EAST FOR 0.4 MI (0.6 KM) TO THE
 JD2706'AZIMUTH MARKS ON THE LEFT AND RIGHT.  CONTINUE EAST FOR 0.4 MI (0.6
 JD2706'KM) TO A SHARP CURVE IN THE ROAD TO THE LEFT AND NORTH AND THE STATION
 JD2706'ON THE RIGHT IN THE NORTHEAST CORNER OF A PASTURE.  SURFACE STATION
 JD2706'MARK IS A STANDARD DISK, STAMPED FOSNOW 1963, SET IN THE TOP OF A
 JD2706'ROUND CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 57.0 FT (17.4 M)
 JD2706'SOUTH OF THE CENTERLINE OF THE CURVE IN THE ROAD, 26.2 FT (8.0 M) EAST
 JD2706'OF A POWERLINE POLE, 10.0 FT (3.0 M) WEST OF A NORTH/SOUTH FENCE, 2.5
 JD2706'FT (0.8 M) SOUTH OF AN EAST/WEST FENCE AND 2.0 FT (0.6 M) WEST OF A
 JD2706'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.  REBAR WAS
 JD2706'DRIVEN ALONGSIDE THE SURFACE MARK.  REFERENCE MARK 1 IS A STANDARD
 JD2706'DISK, STAMPED FOSNOW NO 1 1963, SET IN THE TOP OF A ROUND CONCRETE
 JD2706'POST THAT PROJECTS 6 INCHES.  IT IS 89.0 FT (27.1 M) SOUTH OF THE
 JD2706'WITNESS POST AND 1 FT (0.3 M) WEST OF A FENCE.  REFERENCE MARK 2 IS A
 JD2706'STANDARD DISK, STAMPED FOSNOW NO 2 1963, SET IN THE TOP OF A ROUND
 JD2706'CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 89.0 FT (27.1 M) WEST OF
 JD2706'THE WITNESS POST, 61.0 FT (18.6 M) WEST OF THE POWERLINE POLE AND 39.0
 JD2706'FT (11.9 M) SOUTH OF THE CENTERLINE OF THE ROAD.  THE AZIMUTH MARK IS
 JD2706'A STANDARD DISK, STAMPED FOSNOW 1963, SET IN THE TOP OF A ROUND
 JD2706'CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 81.0 FT (24.7 M) EAST OF
 JD2706'THE CENTER OF A FIELD ENTRANCE, 23 FT (7.0 M) SOUTH OF THE CENTERLINE
 JD2706'OF THE ROAD, 2.0 FT (0.6 M) WEST OF A WITNESS POST, 1.0 FT (0.3 M)
 JD2706'NORTH OF A FENCE AND 46.48 FT (14.17 M) SOUTH SOUTHEAST OF THE NUMBER
 JD2706'2 AZIMUTH MARK.  THE AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED FOSNOW
 JD2706'1963 NO 2 1981, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 JD2706'2 INCHES.  IT IS 94.0 FT (28.7 M) EAST OF THE CENTER OF A FIELD
 JD2706'ENTRANCE, 25.0 FT (7.6 M) NORTH OF THE CENTERLINE OF THE ROAD, 1.5 FT
 JD2706'(0.5 M) WEST OF A WITNESS POST, 1 FT (0.3 M) SOUTH OF A FENCE AND
 JD2706'46.48 FT (14.17 M) NORTH NORTHWEST OF THE AZIMUTH MARK.  REBAR WAS
 JD2706'PLACED IN THE MARK.  REBAR WAS DRIVEN ALONGSIDE THE AZIMUTH AND
 JD2706'REFERENCE MARKS.  PROPERTY OWNER IS BELIEVED TO BE JAMES RIDENAUER OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1736 ***********************************************************************
 JC1736  DESIGNATION -  FOSTELL
 JC1736  PID         -  JC1736
 JC1736  STATE/COUNTY-  MO/ST CHARLES
 JC1736  USGS QUAD   -  FORISTELL (1982)
 JC1736
 JC1736                         *CURRENT SURVEY CONTROL
 JC1736  ___________________________________________________________________
 JC1736* NAD 83(1997)-  38 48 46.93190(N)    090 56 29.16508(W)     ADJUSTED  
 JC1736* NAVD 88     -       214.5    (meters)     704.     (feet)  VERTCON   
 JC1736  ___________________________________________________________________
 JC1736  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 JC1736  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JC1736
 JC1736  HORZ ORDER  -  SECOND
 JC1736
 JC1736.The horizontal coordinates were established by classical geodetic methods
 JC1736.and adjusted by the National Geodetic Survey in February 2000..
 JC1736
 JC1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1736
 JC1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1736
 JC1736.The geoid height was determined by GEOID03.
 JC1736
 JC1736;                    North         East     Units Scale Factor Converg.
 JC1736;SPC MO E     -   330,769.251   211,662.137   MT  0.99995143   -0 16 36.1
 JC1736;UTM  15      - 4,298,042.340   678,731.267   MT  0.99999338   +1 17 26.2
 JC1736
 JC1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1736!SPC MO E     -   0.99997131  x   0.99995143  =   0.99992274
 JC1736!UTM  15      -   0.99997131  x   0.99999338  =   0.99996469
 JC1736
 JC1736:                Primary Azimuth Mark                     Grid Az
 JC1736:SPC MO E     -  WENTZVILLE E MUNICIPAL TANK              090 18 39.3
 JC1736:UTM  15      -  WENTZVILLE E MUNICIPAL TANK              088 44 37.0
 JC1736
 JC1736|---------------------------------------------------------------------|
 JC1736| PID    Reference Object                     Distance      Geod. Az  |
 JC1736|                                                           dddmmss.s |
 JC1736| JC1735 WENTZVILLE E MUNICIPAL TANK         APPROX. 8.2 KM 0900203.2 |
 JC1736| JC1734 WENTZVILLE W MUN WATER TANK         APPROX. 7.6 KM 0901455.1 |
 JC1736| CI3621 FOSTELL RM 1                         96.911 METERS 16112     |
 JC1736| CI3622 FOSTELL RM 2                         75.088 METERS 22914     |
 JC1736| JC1414 WARRENTON CATH RETREAT TANK         APPROX.14.1 KM 2660018.6 |
 JC1736|---------------------------------------------------------------------|
 JC1736
 JC1736                          SUPERSEDED SURVEY CONTROL
 JC1736
 JC1736  NAD 83(1997)-  38 48 46.93522(N)    090 56 29.16535(W) AD(       ) 2
 JC1736  NAD 83(1986)-  38 48 46.94936(N)    090 56 29.16191(W) AD(       ) 2
 JC1736  NAD 27      -  38 48 46.76916(N)    090 56 28.66309(W) AD(       ) 2
 JC1736  NGVD 29 (07/19/86)  214.5    (m)          704.     (f) VERT ANG       
 JC1736
 JC1736.Superseded values are not recommended for survey control.
 JC1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1736.See file dsdata.txt to determine how the superseded data were derived.
 JC1736
 JC1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7873198042(NAD 83)
 JC1736_MARKER: DD = SURVEY DISK
 JC1736_SETTING: 0 = UNSPECIFIED SETTING
 JC1736
 JC1736  HISTORY     - Date     Condition        Report By
 JC1736  HISTORY     - 1970     MONUMENTED       USGS
 JC1736  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 JC1736
 JC1736                          STATION DESCRIPTION
 JC1736
 JC1736'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1736'STATION IS LOCATED ABOUT 1 MI E.-SE. OF FORISTELL, IN THE
 JC1736'SW. QUARTER OF SW. QUARTER OF SEC. 20, T. 47 N., R. 1 E., IN THE
 JC1736'RIGHT-OF-WAY OF INTERSTATE HWY. 70, ABOUT 150 YARDS E. OF A TRUCK
 JC1736'STOP RESTAURANT AND FILLING STATION.
 JC1736'
 JC1736'TO REACH THE STATION FROM THE POST OFFICE AT FORISTELL, DRIVE
 JC1736'E. ON S. MAIN STREET FOR 0.05 MI TO JCT. WITH CO. HWY. T, TURN
 JC1736'LEFT AND DRIVE N. ON HWY. T FOR 0.05 MI TO JCT. WITH THE S. OUTER
 JC1736'RD. OF I-70, TURN RIGHT AND DRIVE E. ON THE S. OUTER RD. FOR 0.8
 JC1736'MI TO THE STATION AS DESCRIBED.
 JC1736'
 JC1736'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED FOSTELL
 JC1736'1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN
 JC1736'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION MARK
 JC1736'IS 6 IN. BELOW GROUND.  REFERENCE MARKS ARE FLUSH WITH GROUND.
 JC1736'
 JC1736'STATION MARK IS 234 FT N. OF THE CENTER OF THE S. OUTER RD., 98
 JC1736'FT S. OF THE CENTER OF THE E. BOUND RD. OF I-70, 579 FT E.-SE. OF
 JC1736'THE JCT. OF A DRIVE N. TO A HOUSE AND THE N. OUTER RD. AND 156 FT
 JC1736'E.-SE. OF A HWY. SIGN WENTZVILLE 5 MI., ST. PETERS 17 MI.
 JC1736'
 JC1736'REFERENCE MARK 1 IS 317.95 FT (96.912 M.) SE. OF STATION, 28 FT
 JC1736'S. OF CENTER OF THE S. OUTER RD. AND 6.5 FT W. OF A TELEPHONE
 JC1736'POLE.
 JC1736'
 JC1736'REFERENCE MARK 2 IS 246.35 FT (75.088 M.) SW. OF STATION, 29 FT
 JC1736'N. OF CENTER OF THE S. OUTER RD., 9 FT W. OF A POWER LINE POLE
 JC1736'AND 1 FT E. OF A METAL WITNESS POST.
 JC1736'
 JC1736'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 321.22 FT
 JC1736'(97.908 M.)
 JC1736'
 JC1736'TWO WATER TANKS IN WENTZVILLE ARE VISIBLE FROM GROUND FOR USE AS
 JC1736'AZIMUTH MARKS.
 JC1736
 JC1736                          STATION RECOVERY (1991)
 JC1736
 JC1736'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 JC1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1166 ***********************************************************************
 KD1166  DESIGNATION -  FOUNTAIN
 KD1166  PID         -  KD1166
 KD1166  STATE/COUNTY-  MO/LINN
 KD1166  USGS QUAD   -  FOUNTAIN GROVE (1984)
 KD1166
 KD1166                         *CURRENT SURVEY CONTROL
 KD1166  ___________________________________________________________________
 KD1166* NAD 83(1997)-  39 42 40.08100(N)    093 18 39.23064(W)     ADJUSTED  
 KD1166* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 KD1166  ___________________________________________________________________
 KD1166  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 KD1166  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KD1166
 KD1166  HORZ ORDER  -  THIRD
 KD1166
 KD1166.The horizontal coordinates were established by classical geodetic methods
 KD1166.and adjusted by the National Geodetic Survey in February 2000..
 KD1166
 KD1166.The orthometric height was scaled from a topographic map.
 KD1166
 KD1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1166
 KD1166.The geoid height was determined by GEOID03.
 KD1166
 KD1166;                    North         East     Units Scale Factor Converg.
 KD1166;SPC MO C     -   430,691.588   430,467.646   MT  0.99999284   -0 31 05.2
 KD1166;UTM  15      - 4,395,742.872   473,350.380   MT  0.99960874   -0 11 55.1
 KD1166
 KD1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1166!SPC MO C     -   0.99996963  x   0.99999284  =   0.99996247
 KD1166!UTM  15      -   0.99996963  x   0.99960874  =   0.99957839
 KD1166
 KD1166:                Primary Azimuth Mark                     Grid Az
 KD1166:SPC MO C     -  KANSAS CITY CHICAGO AWY BN 8             020 45 22.6
 KD1166:UTM  15      -  KANSAS CITY CHICAGO AWY BN 8             020 26 12.5
 KD1166
 KD1166|---------------------------------------------------------------------|
 KD1166| PID    Reference Object                     Distance      Geod. Az  |
 KD1166|                                                           dddmmss.s |
 KD1166| KD1178 KANSAS CITY CHICAGO AWY BN 8        APPROX. 5.9 KM 0201417.4 |
 KD1166| CL8532 FOUNTAIN RM 1                        17.212 METERS 07832     |
 KD1166| CL8531 FOUNTAIN AZ MK                                     0921522.0 |
 KD1166| CL8533 FOUNTAIN RM 2                        18.135 METERS 17951     |
 KD1166|---------------------------------------------------------------------|
 KD1166
 KD1166                          SUPERSEDED SURVEY CONTROL
 KD1166
 KD1166  NAD 83(1997)-  39 42 40.08131(N)    093 18 39.23243(W) AD(       ) 3
 KD1166  NAD 83(1997)-  39 42 40.08102(N)    093 18 39.23508(W) AD(       ) 3
 KD1166  NAD 83(1986)-  39 42 40.08137(N)    093 18 39.23507(W) AD(       ) 3
 KD1166  NAD 27      -  39 42 39.98660(N)    093 18 38.48810(W) AD(       ) 3
 KD1166
 KD1166.Superseded values are not recommended for survey control.
 KD1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1166.See file dsdata.txt to determine how the superseded data were derived.
 KD1166
 KD1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD7335095743(NAD 83)
 KD1166_MARKER: DS = TRIANGULATION STATION DISK
 KD1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1166
 KD1166  HISTORY     - Date     Condition        Report By
 KD1166  HISTORY     - 1948     MONUMENTED       CGS
 KD1166  HISTORY     - 1966     GOOD             CGS
 KD1166
 KD1166                          STATION DESCRIPTION
 KD1166
 KD1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1166'STATION IS LOCATED ABOUT 5.5 MILES SOUTH-SOUTHWEST OF MEADVILLE
 KD1166'AND 0.25 MILE EAST OF THE VILLAGE OF FOUNTAIN GROVE ON THE
 KD1166'RIGHT-OF-WAY OF COUNTY ROUTE W.  IT IS 25.5 FEET NORTH OF THE
 KD1166'CENTER OF THE ROAD, 8 FEET SOUTH OF THE FENCE LINE AND 18.5 FEET
 KD1166'WEST-SOUTHWEST OF THE WEST END OF A BOARD GATE.  IT IS STAMPED
 KD1166'FOUNTAIN 1948 AND IS FLUSH WITH THE GROUND.
 KD1166'
 KD1166'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE CENTER OF THE ROAD,
 KD1166'1 FOOT SOUTH OF THE FENCE LINE AND 24.5 FEET EAST OF THE EAST
 KD1166'END OF THE BOARD GATE.  IT IS STAMPED FOUNTAIN NO 1 1948 AND
 KD1166'PROJECTS 2 INCHES.
 KD1166'
 KD1166'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE CENTER OF THE ROAD,
 KD1166'1 FOOT NORTH OF THE FENCE LINE AND 28.5 FEET WEST OF THE CENTER
 KD1166'OF THE DRIVEWAY LEADING SOUTH TO A VACANT FARM HOUSE.  IT IS
 KD1166'STAMPED FOUNTAIN NO 2 1948 AND PROJECTS 5 INCHES.
 KD1166'
 KD1166'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 19 FEET SOUTH OF THE
 KD1166'CENTER OF AN EAST-WEST ROAD, 1 FOOT NORTH OF THE FENCE LINE AND
 KD1166'2 FEET WEST OF A WITNESS POST.  IT IS STAMPED FOUNTAIN 1948 AND
 KD1166'PROJECTS 5 INCHES.
 KD1166'
 KD1166'TO REACH FROM THE JUNCTION OF WHERE COUNTY ROUTE D LEADS NORTH FROM
 KD1166'U.S. HIGHWAY 36 AND COUNTY ROUTE W LEADS SOUTH (0.5 MILE SOUTH
 KD1166'OF MEADVILLE), GO SOUTH ON ROUTE W FOR 4.65 MILES TO A CROSSROAD
 KD1166'AT A POINT WHERE ROUTE W CURVES WEST, TURN RIGHT, WEST, FOR 0.25
 KD1166'MILE TO A VACANT FARM HOUSE ON THE LEFT AND THE STATION ON
 KD1166'THE RIGHT.
 KD1166'
 KD1166'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.25
 KD1166'MILE, TURN RIGHT FOR 0.05 MILE THEN CONTINUE EAST FOR 0.1 MILE
 KD1166'TO THE TOP OF THE GRADE AND THE MARK ON THE RIGHT.
 KD1166'
 KD1166'A 74 FOOT SIGNAL AT WHEELING IS VISIBLE FROM THE GROUND.
 KD1166'
 KD1166'AN 87 FOOT SIGNAL AT MEADVILLE 1928 IS VISIBLE FROM THE GROUND.
 KD1166'
 KD1166'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1166
 KD1166                          STATION RECOVERY (1966)
 KD1166
 KD1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1166'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KD1166'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 KD1166'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR
 KD1166'RECOVERY.
 KD1166'
 KD1166'A METAL WITNESS POST WAS SET 7.5 FEET NORTH OF THE STATION
 KD1166'MARK.
 KD1166'
 KD1166'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1558 ***********************************************************************
 GD1558  DESIGNATION -  FOUR MILE RESET
 GD1558  PID         -  GD1558
 GD1558  STATE/COUNTY-  MO/MISSISSIPPI
 GD1558  USGS QUAD   -  BAYOUVILLE (1969)
 GD1558
 GD1558                         *CURRENT SURVEY CONTROL
 GD1558  ___________________________________________________________________
 GD1558* NAD 83(1997)-  36 42 57.87180(N)    089 21 07.32194(W)     ADJUSTED  
 GD1558* NAVD 88     -        91.8    (meters)     301.     (feet)  VERTCON   
 GD1558  ___________________________________________________________________
 GD1558  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 GD1558  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1558
 GD1558  HORZ ORDER  -  SECOND
 GD1558  VERT ORDER  -  THIRD ? (See Below)
 GD1558
 GD1558.The horizontal coordinates were established by classical geodetic methods
 GD1558.and adjusted by the National Geodetic Survey in February 2000..
 GD1558
 GD1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1558.The vertical order pertains to the NGVD 29 superseded value.
 GD1558
 GD1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1558
 GD1558.The geoid height was determined by GEOID03.
 GD1558
 GD1558;                    North         East     Units Scale Factor Converg.
 GD1558;SPC MO E     -    98,560.444   352,556.196   MT  1.00006287   +0 41 10.9
 GD1558;SPC KY1Z     - 1,048,690.711 1,178,233.880   MT  1.00010810   -2 12 41.4
 GD1558;SPC KY1Z     - 3,440,579.44  3,865,588.99   sFT  1.00010810   -2 12 41.4
 GD1558;SPC KY S     -   548,608.461   178,265.697   MT  1.00000318   -2 11 04.2
 GD1558;SPC KY S     - 1,799,892.93    584,860.04   sFT  1.00000318   -2 11 04.2
 GD1558;UTM  16      - 4,065,955.046   289,932.756   MT  1.00014368   -1 24 24.0
 GD1558
 GD1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1558!SPC MO E     -   0.99999002  x   1.00006287  =   1.00005289
 GD1558!SPC KY1Z     -   0.99999002  x   1.00010810  =   1.00009812
 GD1558!SPC KY S     -   0.99999002  x   1.00000318  =   0.99999320
 GD1558!UTM  16      -   0.99999002  x   1.00014368  =   1.00013370
 GD1558
 GD1558|---------------------------------------------------------------------|
 GD1558| PID    Reference Object                     Distance      Geod. Az  |
 GD1558|                                                           dddmmss.s |
 GD1558| CG4062 FOUR MILE RM 4                       58.513 METERS 01028     |
 GD1558| CG4061 FOUR MILE RM 3                       81.360 METERS 09921     |
 GD1558| GD1564 FOUR MILE AZ MK OFFSET                4.897 METERS 23722     |
 GD1558| GD1559 FOUR MILE AZ MK                     372.057 METERS 23722     |
 GD1558| CG4059 FOUR MILE RM 1                       24.073 METERS 28406     |
 GD1558| GD1607 EAST PRAIRIE S MUN TANK             APPROX. 7.3 KM 3333721.5 |
 GD1558| CG4060 FOUR MILE RM 2                       29.417 METERS 34810     |
 GD1558|---------------------------------------------------------------------|
 GD1558
 GD1558                          SUPERSEDED SURVEY CONTROL
 GD1558
 GD1558  NAD 83(1997)-  36 42 57.87188(N)    089 21 07.32133(W) AD(       ) 2
 GD1558  NAD 83(1997)-  36 42 57.87242(N)    089 21 07.32102(W) AD(       ) 2
 GD1558  NAD 83(1997)-  36 42 57.88000(N)    089 21 07.31776(W) AD(       ) 2
 GD1558  NAD 83(1986)-  36 42 57.88448(N)    089 21 07.32310(W) AD(       ) 2
 GD1558  NAD 27      -  36 42 57.68220(N)    089 21 07.05990(W) AD(       ) 2
 GD1558  NGVD 29 (07/19/86)   91.7    (m)          301.     (f) LEVELING    3  
 GD1558
 GD1558.Superseded values are not recommended for survey control.
 GD1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1558.See file dsdata.txt to determine how the superseded data were derived.
 GD1558
 GD1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8993365955(NAD 83)
 GD1558_MARKER: DS = TRIANGULATION STATION DISK
 GD1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1558
 GD1558  HISTORY     - Date     Condition        Report By
 GD1558  HISTORY     - 1955     MONUMENTED       CGS
 GD1558  HISTORY     - 1970     GOOD             NGS
 GD1558  HISTORY     - 1977     GOOD             NGS
 GD1558  HISTORY     - 19980930 MARK NOT FOUND   MODNR
 GD1558
 GD1558                          STATION DESCRIPTION
 GD1558
 GD1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1558'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF EAST PRAIRIE,
 GD1558'ABOUT 9.0 MILES EAST OF WOLF ISLAND, ABOUT 0.5 MILE WEST OF THE
 GD1558'NORTH END OF FOUR MILE POND, 22 FEET NW OF THE NE CORNER OF A BARN,
 GD1558'AND 48.5 FEET EAST OF THE WEST FENCELINE OF THE BARNYARD.
 GD1558'
 GD1558'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 105 AND STATE
 GD1558'HIGHWAY 80, IN EAST PRAIRIE, GO SOUTHEAST AND EAST ON STATE HIGHWAY
 GD1558'80 FOR 2.8 MILES TO A CROSSROAD, TURN RIGHT, SOUTH, ON COUNTY HIGHWAY
 GD1558'A FOR 1.9 MILE TO A FORK, TAKE LEFT FORK ACROSS BRIDGE AND GO 0.15
 GD1558'MILE TO TOP OF LEVEE, CONTINUE SOUTH ON COUNTY HIGHWAY A FOR 2.0
 GD1558'MILES TO A FORK, TAKE RIGHT FORK, GRAVELED ROAD, FOR 0.5 MILE TO THE
 GD1558'AZIMUTH MARK ON THE RIGHT, TAKE LEFT FORK FOR 0.35 MILE TO THE
 GD1558'STATION ON THE RIGHT ABOUT 200 FEET SOUTHWEST OF THE ROAD IN THE BARN
 GD1558'LOT.
 GD1558'
 GD1558'THE STATION IS A STANDARD DISK STAMPED FOUR MILE 1955, SET IN A
 GD1558'10 INCH CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 GD1558'
 GD1558'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FOUR MILE NO. 1
 GD1558'1955, SET IN A 10 INCH CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 GD1558'THE GROUND, LOCATED IN THE NORTHWEST CORNER OF THE BARNYARD.
 GD1558'
 GD1558'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FOUR MILE NO 2
 GD1558'1955, SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 GD1558'ABOVE THE GROUND, LOCATED IN THE NORTHEAST CORNER OF THE BARNYARD.
 GD1558'
 GD1558'AZIMUTH MARK IS A STANDARD DISK STAMPED FOUR MILE 1955, SET IN A 10
 GD1558'INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND,
 GD1558'LOCATED 3.7 FEET SOUTH OF POWER LINE POLE, 28 FEET WEST OF THE
 GD1558'CENTER OF A GRAVEL ROAD, 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GD1558'OF A SMALL WHITE HOUSE, 2 FEET SOUTHEAST OF A WITNESS POST AND
 GD1558'ABOUT 0.4 MILE NORTHEAST OF THE STATION.
 GD1558
 GD1558                          STATION RECOVERY (1970)
 GD1558
 GD1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1558'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN FAIR CONDITION.
 GD1558'THE MARKS ARE NOW ALL IN A CULTIVATED AREA AND BOTH OF THE OLD
 GD1558'REFERENCE MARKS HAD BEEN STRUCK BY FARMING EQUIPMENT.  THE STATION
 GD1558'MARK IS NOW IN THE TURN AROUND AREA NEAR THE OLD BARN AND
 GD1558'MACHINERY SHED AND SHOWED NO EVIDENCE OF HAVING BEEN DISTURBED.
 GD1558'MR. CLIFFORD MATHIS WHO OWNS THE PROPERTY REQUESTED THAT THE
 GD1558'REFERENCE MARKS BE MOVED IF POSSIBLE.  TWO NEW REFERENCE MARKS
 GD1558'NO. 3 AND NO. 4 WERE ESTABLISHED.  THE STATION WAS THEN
 GD1558'OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED ON THE OLD AND NEW
 GD1558'REFERENCE MARKS USING THE AZIMUTH MARK AS THE INITIAL.  IN CHECKING
 GD1558'THE ANGLES BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS AGAINST
 GD1558'THE 1955 OBSERVATIONS, A DISCREPANCY OF 21.0 SEC WAS NOTED FOR
 GD1558'REFERENCE MARK NO. 1 AND 1 MIN 53.8 SEC FOR REFERENCE MARK NO.
 GD1558'2.  IN CHECKING THE HORIZONTAL MEASURED DISTANCES BETWEEN THE
 GD1558'STATION AND THE REFERENCE MARKS, A DISCREPANCY OF 0.06 OF A FOOT WAS
 GD1558'NOTED FOR BOTH MARKS.
 GD1558'
 GD1558'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1558'
 GD1558'THE STATION IS LOCATED ABOUT 9 MILES EAST OF WOLF ISLAND, 4-1/2 MILES
 GD1558'SOUTHEAST OF EAST PRARIE, 1/2 MILE WEST OF THE NORTH END OF FOUR
 GD1558'MILE POND, AND ON THE PROPERTY OF MR. CLIFFORD MATHIS.
 GD1558'
 GD1558'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 80 AND 105 IN
 GD1558'EAST PRAIRIE, GO SOUTHEAST AND EASTERLY ON STATE ROUTE 80 FOR 2.6
 GD1558'MILES TO STATE ROUTE 102 ON THE RIGHT.  HERE TURN RIGHT ON STATE
 GD1558'ROUTE 102 AND GO SOUTHERLY FOR 2.1 MILES TO WHERE THE HIGHWAY CROSSES
 GD1558'OVER A LEVEE, CONTINUE SOUTHERLY ON STATE ROUTE 102 FOR 2.0 MILES TO
 GD1558'WHERE THE HIGHWAY CURVES LEFT, AND A GRAVEL ROAD CONTINUES
 GD1558'STRAIGHT AHEAD, A STORE AND FILLING STATION IN THE SOUTHWEST ANGLE.
 GD1558'HERE CONTINUE LEFT, SOUTHEASTERLY ON STATE ROUTE 102 FOR 0.35 OF
 GD1558'A MILE TO A LARGE BARN AND MACHINERY SHED ON THE RIGHT IN A PLOWED
 GD1558'FIELD, AND THE STATION AS DESCRIBED.
 GD1558'
 GD1558'THE STATION IS 199 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF STATE
 GD1558'ROUTE 102, 41 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BARN, 22
 GD1558'FEET WEST OF THE NORTHEAST CORNER OF THE BARN, 1.0 FOOT NORTH OF A
 GD1558'METAL WITNESS POST AND SIGN, AND NEAR THE SOUTH EDGE OF DRIVE
 GD1558'BETWEEN ENDS OF THE BARN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1558'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK
 GD1558'IS STAMPED FOUR MILE 1955.
 GD1558'
 GD1558'REFERENCE MARK NO. 3 IS 30 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GD1558'OF STATE ROUTE 102, 24 FEET NORTH OF A POWERLINE POLE, 1.0 FOOT
 GD1558'SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND AT THE NORTHEAST
 GD1558'EDGE OF THE CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP
 GD1558'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND
 GD1558'THE DISK IS STAMPED FOUR MILE 1955 NO 3 1970.
 GD1558'
 GD1558'REFERENCE MARK NO. 4 IS 47 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GD1558'OF STATE ROUTE 102, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST AND
 GD1558'SIGN AND NEAR THE NORTHEAST EDGE OF THE CULTIVATED FIELD.  IT IS A
 GD1558'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 GD1558'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED FOUR MILE
 GD1558'1955 NO 4 1970.
 GD1558'
 GD1558'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GD1558'REFERENCE MARK NO. 4 IS 295.00 FEET 99.298 METERS.
 GD1558'
 GD1558'THE AZIMUTH MARK IS 51 FEET NORTH OF THE APPROXIMATE CENTER OF A
 GD1558'FIELD ROAD, 32 FEET WEST OF THE APPROXIMATE CENTER OF A
 GD1558'GRAVELED ROAD, 3 FEET SOUTH OF A POWERLINE POLE, AND 1.0 FOOT EAST
 GD1558'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1558'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 GD1558'AND THE DISK IS STAMPED FOUR MILE 1955.
 GD1558'
 GD1558'TO REACH THE AZIMUTH MARK FROM THE STORE AND FILLING STATION AT THE
 GD1558'POINT WHERE STATE ROUTE 102 TURNS LEFT AND GRAVELED ROAD CONTINUES
 GD1558'SOUTH ABOUT 0.35 OF A MILE NORTHWEST OF THE STATION, GO SOUTH ON
 GD1558'THE GRAVELED ROAD FOR 0.5 OF A MILE TO A GROUP OF FARM BUILDINGS ON
 GD1558'THE LEFT AND THE MARK ON THE RIGHT AS DESCRIBED.
 GD1558'
 GD1558'REFERENCE MARKS NO. 1 AND NO. 2 DESTROYED UPON COMPLETION OF THE
 GD1558'WORK.
 GD1558
 GD1558                          STATION RECOVERY (1977)
 GD1558
 GD1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1558'THE UNDERGROUND STATION MARK, REFERENCE MARKS 3, 4 AND THE
 GD1558'AZIMUTH MARK WERE RECOVERED.  THE UNDERGROUND STATION MARK
 GD1558'WAS LOWERED TO A DEPTH OF 48 INCHES AND A NEW SURFACE
 GD1558'STATION MARK WAS SET 18 INCHES BELOW THE GROUND SURFACE.
 GD1558'THE BUILDINGS MENTIONED
 GD1558'IN THE 1970 DATA ARE NO LONGER THERE AND THE ENTIRE AREA
 GD1558'AROUND THE STATION IS IN CULTIVATION.  THE DISTANCES
 GD1558'TO THE REFERENCE MARKS DID NOT COMPARE, REFERENCE MARK
 GD1558'3 BEING 0.022 METER SHORTER AND REFERENCE MARK 4 BEING 0.036
 GD1558'METER SHORTER THAN THE 1970 OBSERVATIONS, USING SHORT
 GD1558'RANGE MEASURING EQUIPMENT.  THE DIRECTION TO REFERENCE MARK
 GD1558'4 DID NOT COMPARE BY 2 MINUTES, 26 SECONDS.  HOWEVER,
 GD1558'THE DIRECTION TO REFERENCE MARK 3 COMPARED FAVORABLY
 GD1558'WITH THE 1970 OBSERVATIONS.  FOLLOWING IS A NEW
 GD1558'DESCRIPTION.
 GD1558'
 GD1558'STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF EAST PRAIRIE, 1
 GD1558'MILE WEST OF THE MISSISSIPPI RIVER AND ON PROPERTY OF
 GD1558'CLIFFORD MATHIS, WHO LIVES SOUTH OF THE STATION AND WHOSE
 GD1558'PHONE NUMBER IS 649-5093.
 GD1558'
 GD1558'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 GD1558'80 AND MAIN STREET IN EAST PRAIRIE, GO EAST ON HIGHWAY 80 FOR
 GD1558'1.8 MILES TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 GD1558'STATE HIGHWAY 102 FOR 2 MILES TO A POINT WHERE THE ROAD
 GD1558'CROSSES A LEVEE.  CONTINUE SOUTHERLY ON THE PAVED ROAD
 GD1558'FOR 2 MILES TO WHERE THE PAVED ROAD BEARS LEFT AND A
 GD1558'GRAVELED ROAD LEADS STRAIGHT AHEAD.  (TO REACH THE AZIMUTH
 GD1558'MARK FROM THIS POINT, GO SOUTH ON THE GRAVELED ROAD FOR
 GD1558'0.5 MILE TO THE MARK ON THE RIGHT.) CONTINUE SOUTHEAST
 GD1558'ON THE PAVED ROAD FOR 0.35 MILE TO THE STATION ON THE
 GD1558'RIGHT.
 GD1558'
 GD1558'THE STATION MARKS, STAMPED---FOUR MILE 1955 1977--- , ARE
 GD1558'STANDARD DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A
 GD1558'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 18 INCHES
 GD1558'BELOW THE SURFACE OF THE GROUND.  IT IS 200 FEET SOUTHWEST
 GD1558'OF THE CENTER OF THE HIGHWAY.  THE UNDERGROUND DISK IS SET
 GD1558'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 GD1558'GROUND.
 GD1558'
 GD1558'REFERENCE MARK 3, STAMPED---FOUR MILE 1955 NO 3 1970---, IS A
 GD1558'STANDARD DISK.  IT IS SET IN THE TOP OF A 12-INCH
 GD1558'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GD1558'GROUND.  IT IS 31 FEET NORTHWEST OF THE CENTER OF THE
 GD1558'HIGHWAY, 23.6 FEET SOUTHEAST OF A UTILITY POLE AND
 GD1558'0.5 FOOT SOUTH OF A WITNESS POST.
 GD1558'
 GD1558'REFERENCE MARK 4, STAMPED---FOUR MILE 1955 NO 4 1970---, IS A
 GD1558'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 GD1558'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 48
 GD1558'FEET NORTHWEST OF THE CENTER OF THE PAVED ROAD AND 1.9 FEET
 GD1558'EAST OF A UTILITY POLE.
 GD1558'
 GD1558'AZIMUTH MARK, STAMPED---FOUR MILE 1955---, IS A STANDARD DISK
 GD1558'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GD1558'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 28 FEET WEST
 GD1558'OF THE CENTER OF THE GRAVEDLED ROAD, 3.5 FEET SOUTH OF A
 GD1558'UTILITY POLE AND 1 FOOT EAST OF A WITNESS POST.
 GD1558'
 GD1558'A 1/2-INCH REINFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 GD1558'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METER.
 GD1558
 GD1558                          STATION RECOVERY (1998)
 GD1558
 GD1558'RECOVERY NOTE BY MO DEPT OF NAT RES 1998 (BDC)
 GD1558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1663 ***********************************************************************
 JC1663  DESIGNATION -  FOUR RIDGE RESET
 JC1663  PID         -  JC1663
 JC1663  STATE/COUNTY-  MO/JEFFERSON
 JC1663  USGS QUAD   -  MAXVILLE (1982)
 JC1663
 JC1663                         *CURRENT SURVEY CONTROL
 JC1663  ___________________________________________________________________
 JC1663* NAD 83(1997)-  38 23 47.64268(N)    090 29 08.02175(W)     ADJUSTED  
 JC1663* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 JC1663  ___________________________________________________________________
 JC1663  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JC1663  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 JC1663
 JC1663  HORZ ORDER  -  FIRST
 JC1663
 JC1663.The horizontal coordinates were established by classical geodetic methods
 JC1663.and adjusted by the National Geodetic Survey in February 2000..
 JC1663
 JC1663.The orthometric height was scaled from a topographic map.
 JC1663
 JC1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1663
 JC1663.The geoid height was determined by GEOID03.
 JC1663
 JC1663;                    North         East     Units Scale Factor Converg.
 JC1663;SPC MO E     -   284,448.468   251,261.217   MT  0.99993335   +0 00 32.3
 JC1663;SPC IL W     -   192,034.481   672,143.783   MT  0.99995073   -0 11 53.0
 JC1663;SPC IL W     -   630,033.13  2,205,191.73   sFT  0.99995073   -0 11 53.0
 JC1663;UTM  15      - 4,252,810.172   719,583.131   MT  1.00019384   +1 33 44.4
 JC1663
 JC1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1663!SPC MO E     -   0.99996057  x   0.99993335  =   0.99989392
 JC1663!SPC IL W     -   0.99996057  x   0.99995073  =   0.99991130
 JC1663!UTM  15      -   0.99996057  x   1.00019384  =   1.00015440
 JC1663
 JC1663:                Primary Azimuth Mark                     Grid Az
 JC1663:SPC MO E     -  WHITE HOUSE WATER TOWER                  078 54 18.3
 JC1663:SPC IL W     -  WHITE HOUSE WATER TOWER                  079 06 43.6
 JC1663:UTM  15      -  WHITE HOUSE WATER TOWER                  077 21 06.2
 JC1663
 JC1663|---------------------------------------------------------------------|
 JC1663| PID    Reference Object                     Distance      Geod. Az  |
 JC1663|                                                           dddmmss.s |
 JC1663| JC1651 WHITE HOUSE WATER TOWER             APPROX.15.4 KM 0785450.6 |
 JC1663| CI3627 FOUR RIDGE RM 1                                    13800     |
 JC1663| CI3626 FOUR RIDGE AZ MK                                   1380915.8 |
 JC1663| JC1667 SUNRIDGE LOOKOUT TOWER              APPROX. 8.4 KM 2081159.5 |
 JC1663| CI3630 FOUR RIDGE RM 4                      49.228 METERS 22236     |
 JC1663| CI3628 FOUR RIDGE RM 2                      48.305 METERS 23516     |
 JC1663| CI3629 FOUR RIDGE RM 3                      67.059 METERS 30555     |
 JC1663| CI3631 FOUR RIDGE RM 5                      67.568 METERS 30633     |
 JC1663| JC1665 HIGH RIDGE UN ELEC MICROWAVE        APPROX. 8.5 KM 3373312.2 |
 JC1663|---------------------------------------------------------------------|
 JC1663
 JC1663                          SUPERSEDED SURVEY CONTROL
 JC1663
 JC1663  NAD 83(1997)-  38 23 47.64447(N)    090 29 08.02161(W) AD(       ) 1
 JC1663  NAD 83(1986)-  38 23 47.66173(N)    090 29 08.01790(W) AD(       ) 1
 JC1663  NAD 27      -  38 23 47.46400(N)    090 29 07.57500(W) AD(       ) 1
 JC1663
 JC1663.Superseded values are not recommended for survey control.
 JC1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1663.See file dsdata.txt to determine how the superseded data were derived.
 JC1663
 JC1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1958352810(NAD 83)
 JC1663_MARKER: DS = TRIANGULATION STATION DISK
 JC1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1663
 JC1663  HISTORY     - Date     Condition        Report By
 JC1663  HISTORY     - 1931     MONUMENTED       CGS
 JC1663  HISTORY     - 1956     SEE DESCRIPTION  CGS
 JC1663  HISTORY     - 1971     GOOD             LOCENG
 JC1663  HISTORY     - 1972     GOOD             NGS
 JC1663
 JC1663                          STATION DESCRIPTION
 JC1663
 JC1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 JC1663'ABOUT 3 MILES, AIRLINE, SOUTH OF ROCK CREEK, ABOUT 6 MILES, AIRLINE,
 JC1663'WEST-SOUTHWEST OF MAXVILLE, ABOUT ONE-HALF MILE NORTHEAST OF
 JC1663'FOUR RIDGE SCHOOL, IN NE 1/4 SEC. 8, T. 42 N., R. E., IN AN OLD
 JC1663'ABANDONED PEACH ORCHARD OWNED BY MRS. HODGE, 58 METERS (190 FEET)
 JC1663'EAST OF CENTER LINE OF ROAD LEADING TO FOUR RIDGE SCHOOL, AND
 JC1663'ABOUT 400 METERS (1,312 FEET) SOUTHEAST OF LARGE HOUSE AND RED
 JC1663'BARN.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 JC1663'CONCRETE.  NO. 1 IS 10 FEET SOUTH OF CENTER LINE OF
 JC1663'ROAD AT CURVE, AND APPROXIMATELY 300 METERS (984 FEET) FROM
 JC1663'STATION, S 42 DEG 00 MIN E.  NO. 2 IS 10 FEET
 JC1663'EAST OF CENTER LINE OF ROAD ON EDGE OF PEACH ORCHARD, AND
 JC1663'48.43 METERS (158.9 FEET) FROM STATION.
 JC1663
 JC1663                          STATION RECOVERY (1956)
 JC1663
 JC1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1663'REFERENCE MARK NUMBER 2 WAS RECOVERED AND FOUND TO BE IN GOOD
 JC1663'CONDITION.  THE SURFACE STATION MARK HAD BEEN GRADED OUT BUT THE
 JC1663'UNDERGROUND STATION MARK WAS IN GOOD CONDITION SO ANOTHER STATION
 JC1663'MARK WAS SET OVER IT BELOW PLOW DEPTH.  REFERENCE MARK NUMBER 1
 JC1663'AND AN AZIMUTH MARK WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 JC1663'FOLLOWS.
 JC1663'
 JC1663'THE STATION IS LOCATED ON THE HIGHEST POINT OF A FIELD ABOUT 2
 JC1663'MILES AIRLINE NORTH-NORTHEAST OF OTTOVILLE, 5 MILES AIRLINE
 JC1663'EAST-SOUTHEAST OF HOUSE SPRINGS, AND 5 MILES AIRLINE SOUTHEAST OF
 JC1663'HIGH RIDGE.
 JC1663'
 JC1663'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 21 AND
 JC1663'COUNTY ROAD M IN OTTOVILLE GO NORTHEAST ON STATE HIGHWAY 21 FOR
 JC1663'1.7 MILES TO A CROSS ROAD.  TURN RIGHT AS PER SIGN FOUR RIDGE RD
 JC1663'AND GO EAST ON A GRAVELED ROAD 0.65 MILE TO A FORK.  TAKE THE
 JC1663'RIGHT FORK AND GO SOUTH 0.15 MILE TO THE STATION ON THE LEFT.
 JC1663'
 JC1663'THE STATION MARK IS A STANDARD DISK STAMPED FOUR RIDGE 1931 SET IN
 JC1663'THE TOP OF A 14-INCH CONCRETE CYLINDER THAT IS 18 INCHES BELOW
 JC1663'THE SURFACE OF THE GROUND.  IT IS 170 FEET NORTHEAST OF THE
 JC1663'CENTERLINE OF A GRAVELED ROAD.
 JC1663'
 JC1663'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FOUR RIDGE NO
 JC1663'2 1931 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 JC1663'6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 54 FEET NORTHWEST
 JC1663'OF A POWERLINE POLE, 18 FEET NORTHEAST OF THE CENTERLINE OF A
 JC1663'GRAVELED ROAD, AND 3 FEET LOWER THAN THE STATION.
 JC1663'
 JC1663'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED FOUR RIDGE
 JC1663'NO 3 1931 1956 SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST
 JC1663'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 22 FEET NORTHEAST
 JC1663'OF THE CENTERLINE OF A GRAVELED ROAD, 6 FEET SOUTHEAST OF A
 JC1663'POWERLINE POLE, AND 6 FEET LOWER THAN THE STATION.
 JC1663'
 JC1663'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED FOUR
 JC1663'RIDGE 1931 1956 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 JC1663'THAT IS FLUSH WITH THE GROUND.  IT IS 1 FOOT NORTH OF A FENCE
 JC1663'LINE AND 15 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD.  TO
 JC1663'REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST AND EAST
 JC1663'ON A GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 JC1663'RIGHT.
 JC1663'
 JC1663'HEIGHT OF TOWER- 77 FEET.
 JC1663'
 JC1663'THE DIFFERENCE IN THE DISTANCE TO R.M. 2 HAS BEEN NOTED AND
 JC1663'CHECKED IN THE FIELD.
 JC1663
 JC1663                          STATION RECOVERY (1971)
 JC1663
 JC1663'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 JC1663'STATION WAS RECOVERED BY MC DONNEL-DOUGLAS.
 JC1663'
 JC1663'RM 3 BRASS DISK HAS BEEN ROTATED AND CEMENTED IN PLACE.  THE
 JC1663'ROAD NOW PAVED AND POST IS AT EDGE OF STEEP 6-FOOT CUT AND SUBJECT
 JC1663'TO EROSION.
 JC1663
 JC1663                          STATION RECOVERY (1972)
 JC1663
 JC1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JC1663'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 JC1663'CONDITION.  REFERENCE MARK NO. 3 WAS FOUND TILTED AND THE DISK HAD
 JC1663'BEEN ROTATED, THIS MARK WAS DESTROYED AND REFERENCE MARKS
 JC1663'NO. 4 AND NO. 5 WERE ESTABLISHED.  REFERENCE MARK NO. 2 WAS NOT
 JC1663'FOUND.
 JC1663'
 JC1663'THE ROUTE TO REACH THE STATION IS ADEQUATE WITH THE EXCEPTION THAT
 JC1663'THE GRAVELED ROAD IS NOW PAVED.
 JC1663'
 JC1663'THE STATION IS ON PROPERTY OWNED BY MR. RAY HOLT, IMPERIAL, MO.,
 JC1663'PHONE NUMBER 984-3546.
 JC1663'
 JC1663'FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION MARK AND THE AZIMUTH
 JC1663'MARK AND A DESCRIPTION FOR REFERENCE MARKS NO. 4 AND NO. 5.
 JC1663'
 JC1663'THE STATION MARK IS 180 FEET EAST-NORTHEAST OF THE CENTER OF THE
 JC1663'PAVED ROAD, 11 FEET EAST-NORTHEAST OF A FENCE AND 3 FEET SOUTHWEST
 JC1663'OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK IS 14
 JC1663'INCHES BELOW THE GROUND SURFACE.
 JC1663'
 JC1663'THE AZIMUTH MARK IS 19 FEET NORTH-NORTHEAST OF A 10-INCH CEDAR
 JC1663'TREE, 15 FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 1 FOOT NORTH
 JC1663'OF A BOARD FENCE PAINTED WHITE AND THE MARK PROJECTS 2 INCHES
 JC1663'ABOVE THE GROUND SURFACE.
 JC1663'
 JC1663'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED FOUR RIDGE 1931
 JC1663'NO 4 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 JC1663'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET
 JC1663'NORTHEAST OF THE CENTER OF THE PAVED ROAD, 21.8 FEET
 JC1663'WEST-NORTHWEST OF A POWER POLE NUMBERED 20, 10.3 FEET
 JC1663'NORTH-NORTHWEST OF AN ANCHOR FOR A GUY CABLE FOR THE POWER POLE,
 JC1663'2.8 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED
 JC1663'AND 1.2 FEET NORTHEAST OF A FENCE.
 JC1663'
 JC1663'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED FOUR RIDGE 1931 NO
 JC1663'5 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 JC1663'THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 22 FEET NORTHEAST
 JC1663'OF THE CENTER OF THE PAVED ROAD, 3 FEET SOUTHEAST OF A POWER POLE
 JC1663'WITH TRANSFORMER, 2.3 FEET NORTHWEST OF A METAL WITNESS POST WITH
 JC1663'SIGN ATTACHED AND 1 FOOT NORTHEAST OF THE FENCE.
 JC1663'
 JC1663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES
 JC1663'NORTH-NORTHEAST OF OTTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1332 ***********************************************************************
 HD1332  DESIGNATION -  FOUTS
 HD1332  PID         -  HD1332
 HD1332  STATE/COUNTY-  MO/POLK
 HD1332  USGS QUAD   -  WALNUT GROVE (1975)
 HD1332
 HD1332                         *CURRENT SURVEY CONTROL
 HD1332  ___________________________________________________________________
 HD1332* NAD 83(1997)-  37 29 00.12268(N)    093 30 16.17278(W)     ADJUSTED  
 HD1332* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 HD1332  ___________________________________________________________________
 HD1332  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 HD1332  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HD1332
 HD1332  HORZ ORDER  -  THIRD
 HD1332
 HD1332.The horizontal coordinates were established by classical geodetic methods
 HD1332.and adjusted by the National Geodetic Survey in February 2000..
 HD1332
 HD1332.The orthometric height was scaled from a topographic map.
 HD1332
 HD1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1332
 HD1332.The geoid height was determined by GEOID03.
 HD1332
 HD1332;                    North         East     Units Scale Factor Converg.
 HD1332;SPC MO C     -   183,568.089   411,162.342   MT  1.00003051   -0 36 40.7
 HD1332;SPC MO W     -   146,576.930   938,043.701   MT  1.00003663   +0 36 21.0
 HD1332;UTM  15      - 4,148,615.575   455,397.836   MT  0.99962450   -0 18 25.2
 HD1332
 HD1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1332!SPC MO C     -   0.99995230  x   1.00003051  =   0.99998281
 HD1332!SPC MO W     -   0.99995230  x   1.00003663  =   0.99998893
 HD1332!UTM  15      -   0.99995230  x   0.99962450  =   0.99957682
 HD1332
 HD1332|---------------------------------------------------------------------|
 HD1332| PID    Reference Object                     Distance      Geod. Az  |
 HD1332|                                                           dddmmss.s |
 HD1332| CN6898 FOUTS RM 1                           12.488 METERS 10026     |
 HD1332| CN6899 FOUTS RM 2                           12.369 METERS 26230     |
 HD1332| CN6897 FOUTS AZ MK                                        2700002.6 |
 HD1332|---------------------------------------------------------------------|
 HD1332
 HD1332                          SUPERSEDED SURVEY CONTROL
 HD1332
 HD1332  NAD 83(1997)-  37 29 00.12442(N)    093 30 16.17229(W) AD(       ) 3
 HD1332  NAD 83(1997)-  37 29 00.13389(N)    093 30 16.17314(W) AD(       ) 3
 HD1332  NAD 83(1986)-  37 29 00.13471(N)    093 30 16.17209(W) AD(       ) 3
 HD1332  NAD 27      -  37 28 59.98930(N)    093 30 15.44480(W) AD(       ) 3
 HD1332
 HD1332.Superseded values are not recommended for survey control.
 HD1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1332.See file dsdata.txt to determine how the superseded data were derived.
 HD1332
 HD1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB5539848616(NAD 83)
 HD1332_MARKER: DS = TRIANGULATION STATION DISK
 HD1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1332
 HD1332  HISTORY     - Date     Condition        Report By
 HD1332  HISTORY     - 1960     MONUMENTED       CGS
 HD1332
 HD1332                          STATION DESCRIPTION
 HD1332
 HD1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1332'THE STATION IS ABOUT 5-1/2 MILES NORTH OF WALNUT GROVE AND 2
 HD1332'MILES EAST OF THE SETTLEMENT OF EUDORA, IN THE SOUTHWEST
 HD1332'QUARTER OF SECTION 19, T. 32 N., R. 23 W., ON PROPERTY OWNED
 HD1332'BY MR. OTIS FOUTS.
 HD1332'
 HD1332'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 123
 HD1332'AND COUNTY ROUTE BB IN WALNUT GROVE, GO NORTH ON STATE HIGHWAY
 HD1332'123 FOR 4.95 MILES TO THE CROSSROAD INTERSECTION OF COUNTY
 HD1332'ROUTES W AND K.  TURN RIGHT AND GO EAST ON COUNTY ROUTE K
 HD1332'FOR 1.75 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 HD1332'EASTERLY ON COUNTY ROUTE K FOR 0.35 MILE TO THE TOP OF HILL
 HD1332'AND THE STATION ON THE LEFT.
 HD1332'
 HD1332'STATION MARKS ARE STANDARD DISKS STAMPED FOUTS 1960.  THE
 HD1332'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HD1332'6 INCHES.  IT IS 130 FEET NORTHEAST OF A POWER POLE, 40 FEET
 HD1332'NORTH OF THE CENTER OF COUNTY ROUTE K, AND 9 FEET NORTH OF
 HD1332'THE RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS SET IN AN
 HD1332'IRREGULAR MASS OF CONCRETE 25 INCHES BELOW THE SURFACE OF
 HD1332'THE GROUND.
 HD1332'
 HD1332'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FOUTS NO 1
 HD1332'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 HD1332'IT IS 55 FEET WEST OF A 6-INCH BRACED FENCE POST, 35 FEET
 HD1332'NORTH OF THE CENTER OF COUNTY ROUTE K, AND 2 FEET NORTH OF THE
 HD1332'RIGHT-OF-WAY FENCE.
 HD1332'
 HD1332'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FOUTS NO 2 1960,
 HD1332'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 HD1332'IT IS 94 FEET NORTHEAST OF THE POWER POLE, 34 FEET NORTH
 HD1332'OF THE CENTER OF COUNTY ROUTE K, 2 FEET NORTH OF THE RIGHT-OF-WAY
 HD1332'FENCE AND 2 FEET NORTH OF A METAL WITNESS POST.
 HD1332'
 HD1332'AZIMUTH MARK, A STANDARD DISK STAMPED FOUTS 1960, IS SET IN
 HD1332'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 60
 HD1332'FEET EAST OF A POWER POLE, 44 FEET EAST OF THE CENTER OF A
 HD1332'SIDE ROAD WHICH LEADS NORTH FROM COUNTY ROUTE K, 35 FEET
 HD1332'NORTH OF THE CENTER OF COUNTY ROUTE K, AND 2.0 FEET EAST OF
 HD1332'A METAL WITNESS POST.
 HD1332'
 HD1332'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8586 ***********************************************************************
 AA8586  DESIGNATION -  FR 01
 AA8586  PID         -  AA8586
 AA8586  STATE/COUNTY-  MO/FRANKLIN
 AA8586  USGS QUAD   -  GRAY SUMMIT (1969)
 AA8586
 AA8586                         *CURRENT SURVEY CONTROL
 AA8586  ___________________________________________________________________
 AA8586* NAD 83(1997)-  38 28 59.94568(N)    090 49 19.81624(W)     ADJUSTED  
 AA8586* NAVD 88     -       205.27   (meters)     673.5    (feet)  LEVELING  
 AA8586  ___________________________________________________________________
 AA8586  X           -     -71,736.302 (meters)                     COMP
 AA8586  Y           -  -4,998,843.714 (meters)                     COMP
 AA8586  Z           -   3,947,688.554 (meters)                     COMP
 AA8586  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AA8586  ELLIP HEIGHT-         174.42  (meters)          (02/17/00) GPS OBS
 AA8586  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AA8586
 AA8586  HORZ ORDER  -  FIRST
 AA8586  VERT ORDER  -  THIRD ?
 AA8586  ELLP ORDER  -  FOURTH    CLASS I
 AA8586
 AA8586.The horizontal coordinates were established by GPS observations
 AA8586.and adjusted by the National Geodetic Survey in February 2000..
 AA8586
 AA8586.The orthometric height was determined by differential leveling.
 AA8586.The vertical network tie was performed by a horz. field party for horz.
 AA8586.obs reductions. Reset procedures were used to establish the elevation.
 AA8586
 AA8586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8586
 AA8586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8586
 AA8586.The ellipsoidal height was determined by GPS observations
 AA8586.and is referenced to NAD 83.
 AA8586
 AA8586.The geoid height was determined by GEOID03.
 AA8586
 AA8586;                    North         East     Units Scale Factor Converg.
 AA8586;SPC MO E     -   294,126.665   221,891.477   MT  0.99994306   -0 12 01.7
 AA8586;UTM  15      - 4,261,689.549   689,956.255   MT  1.00004438   +1 21 20.3
 AA8586
 AA8586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8586!SPC MO E     -   0.99997263  x   0.99994306  =   0.99991569
 AA8586!UTM  15      -   0.99997263  x   1.00004438  =   1.00001701
 AA8586
 AA8586                          SUPERSEDED SURVEY CONTROL
 AA8586
 AA8586  NAD 83(1997)-  38 28 59.94925(N)    090 49 19.81680(W) AD(       ) 1
 AA8586  NAD 83(1986)-  38 28 59.96264(N)    090 49 19.81491(W) AD(       ) 1
 AA8586
 AA8586.Superseded values are not recommended for survey control.
 AA8586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8586.See file dsdata.txt to determine how the superseded data were derived.
 AA8586
 AA8586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8995661690(NAD 83)
 AA8586_MARKER: DD = SURVEY DISK
 AA8586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8586_STAMPING: FR-01 1990
 AA8586_MARK LOGO: MODNR 
 AA8586_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8586+STABILITY: SURFACE MOTION
 AA8586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8586+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 AA8586
 AA8586  HISTORY     - Date     Condition        Report By
 AA8586  HISTORY     - 1990     MONUMENTED       MODNR
 AA8586  HISTORY     - 19950119 GOOD             MODNR
 AA8586
 AA8586                          STATION DESCRIPTION
 AA8586
 AA8586'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8586'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS A BRASS CAP
 AA8586'SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 AA8586'THE UNDERGROUND MARK IS AN ALUMINUM CAP SET IN A MASS OF CONCRETE
 AA8586'0.696 METERS (2.283 FT) BELOW THE SURFACE MARK.  THE STATION IS
 AA8586'LOCATED IN SECTION 8, TOWNSHIP 43 NORTH, RANGE 2 EAST IN THE
 AA8586'RIGHT-OF-WAY OF INTERSTATE 44 AT THE GRAY SUMMIT EXIT NO. 253 SE OF
 AA8586'THE MISSOURI ROUTE 100 OVERPASS.  THE STATION IS 41.6 FEET (12.7 M)
 AA8586'SOUTH OF THE CENTERLINE OF THE EAST BOUND ON RAMP OF 44, 95.0 FEET
 AA8586'(29.0 M) NORTH OF THE SOUTH OUTER ROAD, (OLD U.S. HIGHWAY 66), 39.4
 AA8586'FEET (12.0 M) SW OF A STEEL POST WITH A REFLECTOR, 83.9 FEET (25.6 M)
 AA8586'NE OF A NAIL AND SHINER IN THE NORTH SIDE OF A POWER POLE, AND 85.2
 AA8586'FEET (26.0 M) E-NE OF A YELLOW PIPELINE WARNING SIGN. THE AZIMUTH MARK
 AA8586'IS A BRASS CAP SET IN A 12 INCH DIAMETER CONCRETE POST LOCATED IN THE
 AA8586'SOUTH RIGHT-OF-WAY OF OLD U.S. HIGHWAY 66 0.65 MILES (1.05 KM) EAST
 AA8586'FROM THE STATION AND 270 FEET WEST OF THE ENTRANCE TO TH HIGHWAY
 AA8586'DEPARTMENT MAINTENANCE BUILDING.  THE MARK IS 31 FEET (9.4 M) SOUTH OF
 AA8586'THE CENTER LINE, 56.0 FEET (17.1 M) NW OF A NAIL AND SHINER IN THE
 AA8586'NORTH SIDE OF A POWER POLE, 38.8 FEET (11.8 M) NE OF A NAIL AND SHINER
 AA8586'IN THE NORTH SIDE OF AN 11 IN ASH TREE, AND 8.0 FEET (2.4 M) NORTH OF
 AA8586'A SIGN POST STATION AND AZIMUTH MARK TO REACH THE STATION IS LOCATED
 AA8586'SE OF THE 253 EXIT OF INTERSTATE 44 WHICH IS THE INTERSECTION WITH
 AA8586'MISSOURI ROUTE 100 AND THE GRAY SUMMIT EXIT. TO REACH THE AZIMUTH MARK
 AA8586'FROM THE STATION GO EAST ON THE SOUTH OUTER ROAD 0.65 MILES (1.05 KM)
 AA8586'TO THE MARK ON THE RIGHT AS DESCRIBED. DATE OF REPORT 06-06-1995
 AA8586
 AA8586                          STATION RECOVERY (1995)
 AA8586
 AA8586'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 AA8586'THE STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION AS
 AA8586'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8587 ***********************************************************************
 AA8587  DESIGNATION -  FR 02
 AA8587  PID         -  AA8587
 AA8587  STATE/COUNTY-  MO/FRANKLIN
 AA8587  USGS QUAD   -  GRAY SUMMIT (1969)
 AA8587
 AA8587                         *CURRENT SURVEY CONTROL
 AA8587  ___________________________________________________________________
 AA8587* NAD 83(1997)-  38 29 13.69986(N)    090 46 47.39922(W)     ADJUSTED  
 AA8587* NAVD 88     -       173.79   (meters)     570.2    (feet)  LEVELING  
 AA8587  ___________________________________________________________________
 AA8587  X           -     -68,038.517 (meters)                     COMP
 AA8587  Y           -  -4,998,606.800 (meters)                     COMP
 AA8587  Z           -   3,948,000.945 (meters)                     COMP
 AA8587  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AA8587  ELLIP HEIGHT-         142.93  (meters)          (02/17/00) GPS OBS
 AA8587  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 AA8587
 AA8587  HORZ ORDER  -  FIRST
 AA8587  VERT ORDER  -  THIRD ?
 AA8587  ELLP ORDER  -  FOURTH    CLASS I
 AA8587
 AA8587.The horizontal coordinates were established by GPS observations
 AA8587.and adjusted by the National Geodetic Survey in February 2000..
 AA8587
 AA8587.The orthometric height was determined by differential leveling.
 AA8587.The vertical network tie was performed by a horz. field party for horz.
 AA8587.obs reductions. Reset procedures were used to establish the elevation.
 AA8587
 AA8587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8587
 AA8587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8587
 AA8587.The ellipsoidal height was determined by GPS observations
 AA8587.and is referenced to NAD 83.
 AA8587
 AA8587.The geoid height was determined by GEOID03.
 AA8587
 AA8587;                    North         East     Units Scale Factor Converg.
 AA8587;SPC MO E     -   294,538.670   225,586.649   MT  0.99994067   -0 10 26.9
 AA8587;UTM  15      - 4,262,201.811   693,639.285   MT  1.00006178   +1 22 55.7
 AA8587
 AA8587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8587!SPC MO E     -   0.99997757  x   0.99994067  =   0.99991825
 AA8587!UTM  15      -   0.99997757  x   1.00006178  =   1.00003935
 AA8587
 AA8587                          SUPERSEDED SURVEY CONTROL
 AA8587
 AA8587  NAD 83(1997)-  38 29 13.70335(N)    090 46 47.39976(W) AD(       ) 1
 AA8587  NAD 83(1986)-  38 29 13.71675(N)    090 46 47.39759(W) AD(       ) 1
 AA8587
 AA8587.Superseded values are not recommended for survey control.
 AA8587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8587.See file dsdata.txt to determine how the superseded data were derived.
 AA8587
 AA8587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9363962202(NAD 83)
 AA8587_MARKER: DD = SURVEY DISK
 AA8587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8587_STAMPING: FR-02 1990
 AA8587_MARK LOGO: MODNR 
 AA8587_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8587+STABILITY: SURFACE MOTION
 AA8587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8587+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 AA8587
 AA8587  HISTORY     - Date     Condition        Report By
 AA8587  HISTORY     - 1990     MONUMENTED       MODNR
 AA8587  HISTORY     - 19950119 GOOD             MODNR
 AA8587  HISTORY     - 20050908 GOOD             INDIV
 AA8587
 AA8587                          STATION DESCRIPTION
 AA8587
 AA8587'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8587'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS A BRASS CAP
 AA8587'SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE
 AA8587'AND IS LOCATED IN SECTION 10, TOWNSHIP 43 NORTH, RANGE 2 EAST IN THE
 AA8587'SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 44 AND THE NORTH RIGHT-OF-WAY
 AA8587'OF OLD U.S. HIGHWAY 66 (SOUTH OUTER ROAD) NORTH OF THE PACIFIC HIGH
 AA8587'SCHOOL THE STATION IS 0.825 METERS (2.707 FT) ABOVE THE UNDERGROUND
 AA8587'MARK WHICH IS AN ALUMINUM CAP SET IN A MASS OF CONCRETE.  THE STATION
 AA8587'IS 47 FEET (14.3 M) NORTH OF THE CENTER LINE OF OLD ROUTE 66, 71 FEET
 AA8587'(21.6 M) WEST OF THE CENTER LINE INTERSECTION OF UDE DRIVE AND OLD
 AA8587'ROUTE 66, AND 2.0 FEET (0.6 M) SOUTH OF A CARSONITE SIGN POST THE
 AA8587'AZIMUTH MARK IS AN ALUMINUM CAP SET IN AN OUTCROPPING OF SANDSTONE
 AA8587'FLUSH WITH THE GROUND SURFACE ABOUT 0.4 MILES (0.6 KM) WEST OF THE
 AA8587'STATION IN THE NORTH RIGHT-OF-WAY OF OLD U.S. HIGHWAY 66, IT IS 131
 AA8587'FEET (39.9 M) WEST OF THE GRAVEL ENTRANCE TO PAULS WRECKER SERVICE,
 AA8587'54.1 FEET (16.5 M) NORTH OF THE CENTER LINE OF THE HIGHWAY, 31.1 FEET
 AA8587'(9.5 M) SW OF A NAIL AND SHINER IN THE NORTH SIDE OF A POWER POLE,
 AA8587'31.3 FEET (9.5 M) SOUTH OF THE CENTER OF AN ABANDONED DRIVEWAY, AND
 AA8587'21.1 FEET (6.4 M) NE OF A CARSONITE SIGN POST STATION AND AZIMUTH MARK
 AA8587'TO REACH TO REACH THE STATION FROM EXIT 253 ON INTERSTATE 44 (THE GRAY
 AA8587'SUMMIT EXIST), GO EAST ON THE SOUTH OUTER ROAD (OLD U.S. HIGHWAY 66),
 AA8587'2.18 MILES (3.51 KM) TO UDE DRIVE AND THE PACIFIC HIGH SCHOOL ON THE
 AA8587'RIGHT AND THE STATION ON THE LEFT AS DESCRIBED. TO REACH THE AZIMUTH
 AA8587'FROM THE STATION, RETURN WEST ON OLD U.S. HIGHWAY 66 FOR 0.4 MILES
 AA8587'(0.6 KM) TO DRIVEWAY ON THE RIGHT AND THE MARK AS DESCRIBED. DATE OF
 AA8587'REPORT 06-06-1995
 AA8587
 AA8587                          STATION RECOVERY (1995)
 AA8587
 AA8587'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 AA8587'THE STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION AS
 AA8587'DESCRIBED. DATE OF REPORT 12-18-1995
 AA8587
 AA8587                          STATION RECOVERY (2005)
 AA8587
 AA8587'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BB)
 AA8587'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8588 ***********************************************************************
 AA8588  DESIGNATION -  FR 03
 AA8588  PID         -  AA8588
 AA8588  STATE/COUNTY-  MO/FRANKLIN
 AA8588  USGS QUAD   -  EUREKA (1993)
 AA8588
 AA8588                         *CURRENT SURVEY CONTROL
 AA8588  ___________________________________________________________________
 AA8588* NAD 83(1997)-  38 32 01.23160(N)    090 44 50.26037(W)     ADJUSTED  
 AA8588* NAVD 88     -       245.5    (meters)     805.     (feet)  GPS OBS   
 AA8588  ___________________________________________________________________
 AA8588  X           -     -65,158.549 (meters)                     COMP
 AA8588  Y           -  -4,995,484.257 (meters)                     COMP
 AA8588  Z           -   3,952,087.867 (meters)                     COMP
 AA8588  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AA8588  ELLIP HEIGHT-         214.49  (meters)          (02/17/00) GPS OBS
 AA8588  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 AA8588
 AA8588  HORZ ORDER  -  FIRST
 AA8588  ELLP ORDER  -  FOURTH    CLASS I
 AA8588
 AA8588.The horizontal coordinates were established by GPS observations
 AA8588.and adjusted by the National Geodetic Survey in February 2000..
 AA8588
 AA8588.The orthometric height was determined by GPS observations and a
 AA8588.high-resolution geoid model.
 AA8588
 AA8588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8588
 AA8588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8588
 AA8588.The ellipsoidal height was determined by GPS observations
 AA8588.and is referenced to NAD 83.
 AA8588
 AA8588.The geoid height was determined by GEOID03.
 AA8588
 AA8588;                    North         East     Units Scale Factor Converg.
 AA8588;SPC MO E     -   299,696.059   228,439.283   MT  0.99993906   -0 09 14.6
 AA8588;UTM  15      - 4,267,435.481   696,351.073   MT  1.00007480   +1 24 13.8
 AA8588
 AA8588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8588!SPC MO E     -   0.99996635  x   0.99993906  =   0.99990541
 AA8588!UTM  15      -   0.99996635  x   1.00007480  =   1.00004114
 AA8588
 AA8588                          SUPERSEDED SURVEY CONTROL
 AA8588
 AA8588  NAD 83(1997)-  38 32 01.23489(N)    090 44 50.26088(W) AD(       ) 1
 AA8588  NAD 83(1986)-  38 32 01.24843(N)    090 44 50.25858(W) AD(       ) 1
 AA8588
 AA8588.Superseded values are not recommended for survey control.
 AA8588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8588.See file dsdata.txt to determine how the superseded data were derived.
 AA8588
 AA8588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9635167435(NAD 83)
 AA8588_MARKER: DD = SURVEY DISK
 AA8588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8588_STAMPING: FR-03 1990
 AA8588_MARK LOGO: MODNR 
 AA8588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8588+STABILITY: SURFACE MOTION
 AA8588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8588+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 AA8588
 AA8588  HISTORY     - Date     Condition        Report By
 AA8588  HISTORY     - 1990     MONUMENTED       MODNR
 AA8588  HISTORY     - 19950119 GOOD             MODNR
 AA8588
 AA8588                          STATION DESCRIPTION
 AA8588
 AA8588'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8588'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS A BRASS CAP
 AA8588'SET FLUSH WITH THE GROUND SURFACE IN A 12 INCH DIAMETER CONCRETE POST
 AA8588'0.742 METERS (2.434 FT) ABOVE AN ALUMINUM UNDERGROUND MARK.  THE
 AA8588'STATION IS LOCATED NE OF THE INTERSECTION OF MISSOURI ROUTES OO AND
 AA8588'100 IN THE NW QUARTER OF SECTION 25, TOWNSHIP 44 NORTH, RANGE 2 EAST
 AA8588'IN FRANKLIN COUNTY.  THE STATION IS 88 FEET (26.8 M) NORTH AND 190
 AA8588'FEET (57.9 M) EAST OF THE INTERSECTION AT THE TOP OF THE HIGHWAY CUT,
 AA8588'120.9 FEET (36.9 M) SE OF THE EAST END OF AN 18 INCH C.M.P. AND 2.0
 AA8588'FEET (0.6 M) NORTH OF A CARSONITE SIGN POST THE AZIMUTH MARK IS A
 AA8588'BRASS CAP SET IN A 12 INCH DIAMETER CONCRETE POST ABOUT ONE THIRD MILE
 AA8588'EAST OF THE STATION ON THE TOP OF A CUT ON THE SOUTH RIGHT-OF-WAY OF
 AA8588'MISSOURI ROUTE 100, 95 FEET (29.0 M) EAST OF A DIRT FIELD ENTRANCE, 87
 AA8588'FEET (26.5 M) SOUTH OF THE CENTER LINE, 19.8 FEET (6.0 M) NW OF A 6
 AA8588'INCH HICKORY, 14.0 FEET (4.3 M) NE OF A 5 IN CEDAR, 8.5 FEET (2.6 M)
 AA8588'NORTH OF THE DIRT TRAIL, AND 2.0 FEET (0.6 M) WEST OF A CARSONITE SIGN
 AA8588'POST STATION AND AZIMUTH MARK TO REACH TO REACH THE STATION FROM THE
 AA8588'INTERSECTION OF OLD U.S. HIGHWAY 66, (OSAGE STREET) AND MISSOURI
 AA8588'ROUTES OO AND F, (FIRST STREET), GO NORTH ON ROUTE OO 3.8 MILES (6.1
 AA8588'KM) TO THE INTERSECTION WITH MISSOURI ROUTE 100 AND THE STATION NE OF
 AA8588'THE INTERSECTION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AA8588'STATION, GO EAST ON ROUTE 100 0.35 MILES (0.56 KM) TO A FIELD ENTRANCE
 AA8588'AND THE MARK ON THE RIGHT ON TOP OF CUT AS DESCRIBED. DATE OF REPORT
 AA8588'06-06-1995
 AA8588
 AA8588                          STATION RECOVERY (1995)
 AA8588
 AA8588'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 AA8588'THE STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION AS
 AA8588'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8589 ***********************************************************************
 AA8589  DESIGNATION -  FR 04
 AA8589  PID         -  AA8589
 AA8589  STATE/COUNTY-  MO/FRANKLIN
 AA8589  USGS QUAD   -  LABADIE (1980)
 AA8589
 AA8589                         *CURRENT SURVEY CONTROL
 AA8589  ___________________________________________________________________
 AA8589* NAD 83(1997)-  38 30 37.95184(N)    090 46 51.07226(W)     ADJUSTED  
 AA8589* NAVD 88     -       247.5    (meters)     812.     (feet)  GPS OBS   
 AA8589  ___________________________________________________________________
 AA8589  X           -     -68,106.274 (meters)                     COMP
 AA8589  Y           -  -4,997,046.132 (meters)                     COMP
 AA8589  Z           -   3,950,080.027 (meters)                     COMP
 AA8589  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AA8589  ELLIP HEIGHT-         216.58  (meters)          (02/17/00) GPS OBS
 AA8589  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 AA8589
 AA8589  HORZ ORDER  -  FIRST
 AA8589  ELLP ORDER  -  FOURTH    CLASS I
 AA8589
 AA8589.The horizontal coordinates were established by GPS observations
 AA8589.and adjusted by the National Geodetic Survey in February 2000..
 AA8589
 AA8589.The orthometric height was determined by GPS observations and a
 AA8589.high-resolution geoid model.
 AA8589
 AA8589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8589
 AA8589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8589
 AA8589.The ellipsoidal height was determined by GPS observations
 AA8589.and is referenced to NAD 83.
 AA8589
 AA8589.The geoid height was determined by GEOID03.
 AA8589
 AA8589;                    North         East     Units Scale Factor Converg.
 AA8589;SPC MO E     -   297,136.684   225,505.563   MT  0.99994072   -0 10 29.6
 AA8589;UTM  15      - 4,264,796.976   693,487.634   MT  1.00006106   +1 22 55.9
 AA8589
 AA8589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8589!SPC MO E     -   0.99996602  x   0.99994072  =   0.99990674
 AA8589!UTM  15      -   0.99996602  x   1.00006106  =   1.00002708
 AA8589
 AA8589                          SUPERSEDED SURVEY CONTROL
 AA8589
 AA8589  NAD 83(1997)-  38 30 37.95534(N)    090 46 51.07280(W) AD(       ) 1
 AA8589  NAD 83(1986)-  38 30 37.96882(N)    090 46 51.07055(W) AD(       ) 1
 AA8589
 AA8589.Superseded values are not recommended for survey control.
 AA8589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8589.See file dsdata.txt to determine how the superseded data were derived.
 AA8589
 AA8589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9348864797(NAD 83)
 AA8589_MARKER: DD = SURVEY DISK
 AA8589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8589_STAMPING: FR-04 1990
 AA8589_MARK LOGO: MODNR 
 AA8589_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8589+STABILITY: SURFACE MOTION
 AA8589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8589+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 AA8589
 AA8589  HISTORY     - Date     Condition        Report By
 AA8589  HISTORY     - 1990     MONUMENTED       MODNR
 AA8589  HISTORY     - 19950119 GOOD             MODNR
 AA8589
 AA8589                          STATION DESCRIPTION
 AA8589
 AA8589'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8589'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS A BRASS CAP
 AA8589'SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE
 AA8589'0.688 METERS (2.257 FT) ABOVE AN ALUMINUM CAP SET IN A MASS OF
 AA8589'CONCRETE.  THE STATION IS LOCATED IN THE SE QUARTER OF SECTION 34,
 AA8589'TOWNSHIP 44 NORTH, RANGE 2 EAST IN FRANKLIN COUNTY IN THE SOUTH
 AA8589'RIGHT-OF-WAY OF MISSOURI ROUTE 100.  IT IS 22.3 FEET (6.8 M) SOUTH OF
 AA8589'THE CENTER LINE, 101.8 FEET (31.0 M) WEST OF A 40 M.P.H. CURVE SIGN,
 AA8589'77.0 FEET (23.5 M) SE OF ANOTHER 40 M.P.H. CURVE SIGN, AND 71.3 FEET
 AA8589'(21.7 M) NE OF A NAIL AND SHINER IN THE NORTH SIDE OF A POWER POLE.
 AA8589'THE AZIMUTH MARK IS A BRASS CAP SET FLUSH WITH THE GROUND SURFACE IN A
 AA8589'12 INCH DIAMETER IN THE NORTH RIGHT-OF-WAY OF MISSOURI ROUTE 100, 194
 AA8589'FEET (59.1 M) EAST OF A PRIVATE DRIVE.  THE MARK IS 29.0 FEET (8.8 M)
 AA8589'NORTH OF THE CENTER LINE, 89.75 FEET (27.36 M) SOUTH OF A NAIL AND
 AA8589'SHINER IN THE WEST SIDE OF A TELEPHONE POLE, 138.3 FEET (42.2 M) EAST
 AA8589'OF A STEEL POST WITH AN UNDERGROUND CABLE WARNING SIGN, AND 2.2 FEET
 AA8589'(0.7 M) EAST OF A CARSONITE SIGN POST STATION AND AZIMUTH MARK TO
 AA8589'REACH TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI ROUTES
 AA8589'100 AND OO ABOUT 4 MILES (6.4 KM) NORTH OF PACIFIC, GO SW ON ROUTE 100
 AA8589'FOR 2.74 MILES (4.41 KM) TO THE STATION ON THE LEFT AS DESCRIBED. TO
 AA8589'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SW ON ROUTE 100 FOR
 AA8589'0.3 MILES (0.5 KM) TO THE MARK ON THE RIGHT AS DESCRIBED. DATE OF
 AA8589'REPORT 06-06-1995
 AA8589
 AA8589                          STATION RECOVERY (1995)
 AA8589
 AA8589'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 AA8589'THE STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION AS
 AA8589'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8590 ***********************************************************************
 AA8590  DESIGNATION -  FR 05
 AA8590  PID         -  AA8590
 AA8590  STATE/COUNTY-  MO/FRANKLIN
 AA8590  USGS QUAD   -  LABADIE (1980)
 AA8590
 AA8590                         *CURRENT SURVEY CONTROL
 AA8590  ___________________________________________________________________
 AA8590* NAD 83(1997)-  38 31 16.77748(N)    090 48 29.94600(W)     ADJUSTED  
 AA8590* NAVD 88     -       257.6    (meters)     845.     (feet)  GPS OBS   
 AA8590  ___________________________________________________________________
 AA8590  X           -     -70,491.211 (meters)                     COMP
 AA8590  Y           -  -4,996,275.300 (meters)                     COMP
 AA8590  Z           -   3,951,023.048 (meters)                     COMP
 AA8590  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA8590  ELLIP HEIGHT-         226.64  (meters)          (02/17/00) GPS OBS
 AA8590  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AA8590
 AA8590  HORZ ORDER  -  FIRST
 AA8590  ELLP ORDER  -  FOURTH    CLASS I
 AA8590
 AA8590.The horizontal coordinates were established by GPS observations
 AA8590.and adjusted by the National Geodetic Survey in February 2000..
 AA8590
 AA8590.The orthometric height was determined by GPS observations and a
 AA8590.high-resolution geoid model.
 AA8590
 AA8590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8590
 AA8590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8590
 AA8590.The ellipsoidal height was determined by GPS observations
 AA8590.and is referenced to NAD 83.
 AA8590
 AA8590.The geoid height was determined by GEOID03.
 AA8590
 AA8590;                    North         East     Units Scale Factor Converg.
 AA8590;SPC MO E     -   298,341.468   223,114.234   MT  0.99994223   -0 11 31.3
 AA8590;UTM  15      - 4,265,936.458   691,064.172   MT  1.00004958   +1 21 55.5
 AA8590
 AA8590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8590!SPC MO E     -   0.99996444  x   0.99994223  =   0.99990667
 AA8590!UTM  15      -   0.99996444  x   1.00004958  =   1.00001402
 AA8590
 AA8590                          SUPERSEDED SURVEY CONTROL
 AA8590
 AA8590  NAD 83(1997)-  38 31 16.78103(N)    090 48 29.94656(W) AD(       ) 1
 AA8590  NAD 83(1986)-  38 31 16.79444(N)    090 48 29.94444(W) AD(       ) 1
 AA8590
 AA8590.Superseded values are not recommended for survey control.
 AA8590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8590.See file dsdata.txt to determine how the superseded data were derived.
 AA8590
 AA8590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9106465936(NAD 83)
 AA8590_MARKER: DD = SURVEY DISK
 AA8590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8590_STAMPING: FR-05 1990
 AA8590_MARK LOGO: MODNR 
 AA8590_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8590+STABILITY: SURFACE MOTION
 AA8590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8590+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 AA8590
 AA8590  HISTORY     - Date     Condition        Report By
 AA8590  HISTORY     - 1990     MONUMENTED       MODNR
 AA8590  HISTORY     - 19950119 GOOD             MODNR
 AA8590
 AA8590                          STATION DESCRIPTION
 AA8590
 AA8590'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8590'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS A BRASS CAP
 AA8590'SET IN A 12 INCH DIAMETER CONCRETE POST 0.799 METERS (2.621 FT) ABOVE
 AA8590'AN UNDERGROUND MARK WHICH IS AN ALUMINUM CAP SET IN A MASS OF
 AA8590'CONCRETE.  THE STATION IS LOCATED IN THE WEST RIGHT-OF-WAY OF THEBES
 AA8590'ROAD IN THE NW QUARTER OF SECTION 33, TOWNSHIP 44 NORTH, RANGE 2 EAST
 AA8590'THE MARK IS 28.6 FEET (8.7 M) WEST OF THE CENTER LINE OF THE GRAVEL
 AA8590'ROAD, 21.4 FEET (6.5 M) SOUTH OF A 6 INCH ELM TREE, 155.9 FEET (47.5
 AA8590'M) SW OF A NAIL AND SHINER IN THE SOUTH SIDE OF A POWER POLE, 109.8
 AA8590'FEET (33.5 M) NW OF A NAIL AND SHINER IN THE EAST SIDE OF A POWER POLE
 AA8590'AND 2.0 FEET (0.6 M) NORTH OF A CARSONITE SIGN POST THE AZIMUTH MARK
 AA8590'IS A BRASS CAP SET IN A 12 INCH DIAMETER CONCRETE POST ABOUT ONE
 AA8590'QUARTER MILE SOUTH OF THE STATION IN THE EAST RIGHT-OF-WAY OF THE ROAD
 AA8590'OPPOSITE A DRIVEWAY TO THE WEST THE MARK IS 20.9 FEET (6.4 M) EAST OF
 AA8590'THE CENTER LINE, 44.2 FEET (13.5 M) EAST OF A TELEPHONE CABLE RISER
 AA8590'BOX, 4.15 FEET (1.26 M) SW OF AN IRON PIPE PROPERTY CORNER MARKER, 5.0
 AA8590'FEET (1.5 M) NW OF A NAIL AND SHINER IN THE NORTH SIDE OF A POWER
 AA8590'POLE, 5.75 FEET (1.75 M) NE OF THE COFFMAN MAILBOX POST, AND 2.0 FEET
 AA8590'(0.6 M) SOUTH OF A CARSONITE SIGN POST STATION AND AZIMUTH MARK TO
 AA8590'REACH TO REACH THE STATION FROM INTERSTATE 44 EXIT 253 AT GRAY SUMMIT,
 AA8590'GO EAST ON MISSOURI ROUTE 100 FOR 1.40 MILES (2.25 KM) TO COUNTY ROAD
 AA8590'NAMES THEBES ROAD ON THE LEFT TURN NORTH ON THEBES ROAD 1.66 MILES
 AA8590'(2.67 KM) TO A CURVE TO THE RIGHT AND THE STATION ON THE LEFT AS
 AA8590'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN SOUTH ON
 AA8590'THEBES ROAD 0.21 MILES (0.34 KM) TO A PRIVATE DRIVE ON THE RIGHT AND
 AA8590'THE MARK ON THE LEFT AS DESCRIBED. DATE OF REPORT 06-06-1995
 AA8590
 AA8590                          STATION RECOVERY (1995)
 AA8590
 AA8590'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 AA8590'THE STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION AS
 AA8590'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8591 ***********************************************************************
 AA8591  DESIGNATION -  FR 06
 AA8591  PID         -  AA8591
 AA8591  STATE/COUNTY-  MO/FRANKLIN
 AA8591  USGS QUAD   -  WASHINGTON EAST (1972)
 AA8591
 AA8591                         *CURRENT SURVEY CONTROL
 AA8591  ___________________________________________________________________
 AA8591* NAD 83(1997)-  38 31 05.74488(N)    090 52 42.64077(W)     ADJUSTED  
 AA8591* NAVD 88     -       196.2    (meters)     644.     (feet)  GPS OBS   
 AA8591  ___________________________________________________________________
 AA8591  X           -     -76,614.599 (meters)                     COMP
 AA8591  Y           -  -4,996,348.967 (meters)                     COMP
 AA8591  Z           -   3,950,718.607 (meters)                     COMP
 AA8591  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AA8591  ELLIP HEIGHT-         165.19  (meters)          (02/17/00) GPS OBS
 AA8591  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 AA8591
 AA8591  HORZ ORDER  -  FIRST
 AA8591  ELLP ORDER  -  FOURTH    CLASS I
 AA8591
 AA8591.The horizontal coordinates were established by GPS observations
 AA8591.and adjusted by the National Geodetic Survey in February 2000..
 AA8591
 AA8591.The orthometric height was determined by GPS observations and a
 AA8591.high-resolution geoid model.
 AA8591
 AA8591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8591
 AA8591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8591
 AA8591.The ellipsoidal height was determined by GPS observations
 AA8591.and is referenced to NAD 83.
 AA8591
 AA8591.The geoid height was determined by GEOID03.
 AA8591
 AA8591;                    North         East     Units Scale Factor Converg.
 AA8591;SPC MO E     -   298,024.147   216,991.895   MT  0.99994675   -0 14 08.6
 AA8591;UTM  15      - 4,265,452.820   684,952.162   MT  1.00002127   +1 19 17.6
 AA8591
 AA8591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8591!SPC MO E     -   0.99997408  x   0.99994675  =   0.99992083
 AA8591!UTM  15      -   0.99997408  x   1.00002127  =   0.99999535
 AA8591
 AA8591                          SUPERSEDED SURVEY CONTROL
 AA8591
 AA8591  NAD 83(1997)-  38 31 05.74872(N)    090 52 42.64138(W) AD(       ) 1
 AA8591  NAD 83(1986)-  38 31 05.76212(N)    090 52 42.64011(W) AD(       ) 1
 AA8591
 AA8591.Superseded values are not recommended for survey control.
 AA8591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8591.See file dsdata.txt to determine how the superseded data were derived.
 AA8591
 AA8591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8495265453(NAD 83)
 AA8591_MARKER: DD = SURVEY DISK
 AA8591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8591_STAMPING: FR-06 1990
 AA8591_MARK LOGO: MODNR 
 AA8591_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA8591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8591+STABILITY: SURFACE MOTION
 AA8591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8591+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 AA8591
 AA8591  HISTORY     - Date     Condition        Report By
 AA8591  HISTORY     - 1990     MONUMENTED       MODNR
 AA8591  HISTORY     - 19950119 GOOD             MODNR
 AA8591
 AA8591                          STATION DESCRIPTION
 AA8591
 AA8591'DESCRIBED BY MO DEPT OF NAT RES 1990
 AA8591'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS A BRASS CAP
 AA8591'SET IN A 12 INCH DIAMETER CONCRETE POST, 0.659 METERS (2.162 FT) ABOVE
 AA8591'AN ALUMINUM CAP SET IN A MASS OF CONCRETE.  THE MARK IS LOCATED IN
 AA8591'SECTION 35, TOWNSHIP 44 NORTH, RANGE 1 EAST IN THE SOUTH RIGHT-OF-WAY
 AA8591'OF MISSOURI ROUTE T ABOUT TWO MILES SW OF LABADIE.  IT IS 23.1 FEET
 AA8591'(7.0 M) SOUTH OF THE CENTERLINE, 94 FEET (28.7 M) EAST OF THE ENTRANCE
 AA8591'TO LARETTO RIDGE FARMS SUBDIVISION ON THE NORTH SIDE OF ROUTE T, 82.6
 AA8591'FEET (25.2 M) SE OF A NAIL AND SHINER IN THE SOUTH SIDE OF A POWER
 AA8591'POLE, AND 81.5 FEET (24.8 M) NE OF AN ANGLE IRON AT THE NE CORNER OF
 AA8591'THE BETHEL CEMETERY. THE AZIMUTH MARK IS AN ALUMINUM CAP SET IN A 12
 AA8591'INCH DIAMETER CONCRETE POST SET FLUSH WITH THE GROUND SURFACE.  THE
 AA8591'MARK IS 49.5 FEET (15.1 M) SOUTH OF THE CENTER LINE OF ROUTE T, 9.3
 AA8591'FEET (2.8 M) SOUTH OF A STEEL RIGHT-OF-WAY POST, 2.4 FEET (0.7 M) SW
 AA8591'OF A 6 INCH DIAMETER WOOD FENCE POST, 13.4 FEET (4.1 M) NORTH OF A
 AA8591'STEEL POST WITH UNDERGROUND CABLE WARNING SIGN, AND 10.6 FEET (3.2 M)
 AA8591'NW OF A STEEL RIGHT-OF-WAY POST STATION AND AZIMUTH MARK TO REACH TO
 AA8591'REACH THE STATION FROM THE 251 EXIT OF INTERSTATE 44 AND MISSOURI
 AA8591'ROUTE 100, GO WEST ON ROUTE 100 TOWARD WASHINGTON 3.3 MILES (5.3 KM)
 AA8591'TO THE CROSSROADS WITH MISSOURI ROUTES V AND T.  TURN RIGHT AND GO
 AA8591'NORTH ON ROUTE T 2.0 MILES (3.2 KM) TO THE BETHEL CHURCH ON THE LEFT,
 AA8591'THE CEMETERY ON THE RIGHT, AND THE STATION ON THE RIGHT AS DESCRIBED.
 AA8591'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON ROUTE T
 AA8591'O.47 MILES TO THE POWER TRANSMISSION LINE AND THE MARK ON THE RIGHT AS
 AA8591'DESCRIBED. DATE OF REPORT 06-06-1995
 AA8591
 AA8591                          STATION RECOVERY (1995)
 AA8591
 AA8591'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 AA8591'THE STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION AS
 AA8591'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6154 ***********************************************************************
 AC6154  DESIGNATION -  FR 07
 AC6154  PID         -  AC6154
 AC6154  STATE/COUNTY-  MO/FRANKLIN
 AC6154  USGS QUAD   -  MERAMEC STATE PARK (1980)
 AC6154
 AC6154                         *CURRENT SURVEY CONTROL
 AC6154  ___________________________________________________________________
 AC6154* NAD 83(1997)-  38 12 28.01370(N)    091 05 44.78892(W)     ADJUSTED  
 AC6154* NAVD 88     -       186.1    (meters)     611.     (feet)  GPS OBS   
 AC6154  ___________________________________________________________________
 AC6154  X           -     -95,968.890 (meters)                     COMP
 AC6154  Y           -  -5,017,401.775 (meters)                     COMP
 AC6154  Z           -   3,923,688.736 (meters)                     COMP
 AC6154  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AC6154  ELLIP HEIGHT-         155.73  (meters)          (02/17/00) GPS OBS
 AC6154  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AC6154
 AC6154  HORZ ORDER  -  FIRST
 AC6154  ELLP ORDER  -  FOURTH    CLASS I
 AC6154
 AC6154.The horizontal coordinates were established by GPS observations
 AC6154.and adjusted by the National Geodetic Survey in February 2000..
 AC6154
 AC6154.The orthometric height was determined by GPS observations and a
 AC6154.high-resolution geoid model.
 AC6154
 AC6154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6154
 AC6154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6154
 AC6154.The ellipsoidal height was determined by GPS observations
 AC6154.and is referenced to NAD 83.
 AC6154
 AC6154.The geoid height was determined by GEOID03.
 AC6154
 AC6154;                    North         East     Units Scale Factor Converg.
 AC6154;SPC MO E     -   263,661.914   197,822.887   MT  0.99996685   -0 22 06.6
 AC6154;UTM  15      - 4,230,583.163   666,720.359   MT  0.99994233   +1 10 41.0
 AC6154
 AC6154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6154!SPC MO E     -   0.99997556  x   0.99996685  =   0.99994242
 AC6154!UTM  15      -   0.99997556  x   0.99994233  =   0.99991790
 AC6154
 AC6154                          SUPERSEDED SURVEY CONTROL
 AC6154
 AC6154  NAD 83(1997)-  38 12 28.01570(N)    091 05 44.78903(W) AD(       ) 1
 AC6154  NAD 83(1986)-  38 12 28.02845(N)    091 05 44.78839(W) AD(       ) 1
 AC6154
 AC6154.Superseded values are not recommended for survey control.
 AC6154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6154.See file dsdata.txt to determine how the superseded data were derived.
 AC6154
 AC6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6672030583(NAD 83)
 AC6154_MARKER: DD = SURVEY DISK
 AC6154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6154_STAMPING: FR-07 1994
 AC6154_MARK LOGO: MODNR 
 AC6154_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6154+STABILITY: SURFACE MOTION
 AC6154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6154+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 AC6154
 AC6154  HISTORY     - Date     Condition        Report By
 AC6154  HISTORY     - 1994     MONUMENTED       MODNR
 AC6154  HISTORY     - 20050409 GOOD             GEOCAC
 AC6154
 AC6154                          STATION DESCRIPTION
 AC6154
 AC6154'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6154'THE STATION IS A STANDARD MO DNR GRS INSTALLATION.  THE AZIMUTH MARK
 AC6154'IS A DISK GROUTED IN ROCK OUTCROP. THE STATION IS LOCATED ON THE NORTH
 AC6154'R/W OF MO.  HWY.  185 ABOUT 3 MI (4.8 KM) EAST OF SULLIVAN, MO AND 650
 AC6154'FT (198.1 M) WEST OF THE WEST END OF THE BRIDGE OVER THE MERAMEC
 AC6154'RIVER.  IT IS 20.9 FT (6.4 M) NORTH OF A PK NAIL AND WASHER AT THE
 AC6154'EDGE OF THE DRIVING LANE, 8.9 FT (2.7 M) NORTH OF THE EDGE OF THE
 AC6154'ASPHALT SHOULDER, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST,
 AC6154'25.6 FT (7.8 M) NORTHWEST OF A PK NAIL AND WASHER AT THE EDGE OF THE
 AC6154'DRIVING LANE AND 25.9 FT (7.9 M) NORTHEAST OF ANOTHER PK NAIL AND
 AC6154'WASHER AT THE EDGE OF THE DRIVING LANE. THE AZIMUTH MARK IS 0.35 MI
 AC6154'(0.56 KM) EAST ON THE NORTH R/W OF HWY. 185 ON THE WEST END OF A
 AC6154'PROMINENT ROCK OUTCROP.  THE DISK IS 5.5 FT (1.7 M) EAST OF THE WEST
 AC6154'END AND 4 FT (1.2 M) NORTH OF THE SOUTH EDGE OF THE OUTCROP LEDGE. TO
 AC6154'REACH THE STATION FROM THE CENTER OF I-44 EXIT 226 AT THE NORTH EDGE
 AC6154'OF SULLIVAN, MO, GO SOUTHEASTERLY ON MISSOURI HIGHWAY 185 FOR 3.55 MI
 AC6154'(5.71 KM) TO THE STATION ON THE LEFT (NORTH) SIDE OF THE HIGHWAY JUST
 AC6154'BEFORE THE MERAMEC RIVER BRIDGE AS DESCRIBED. TO REACH THE AZIMUTH
 AC6154'MARK FROM THE STATION, CONTINUE EAST ON MO. HWY.  185 FOR 0.35 MI
 AC6154'(0.56 KM) TO THE WEST END OF A ROCK OUTCROP ON THE LEFT (NORTH) SIDE
 AC6154'OF THE ROAD AS DESCRIBED. DATE OF REPORT 12-18-1995
 AC6154
 AC6154                          STATION RECOVERY (2005)
 AC6154
 AC6154'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 AC6154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6155 ***********************************************************************
 AC6155  DESIGNATION -  FR 08
 AC6155  PID         -  AC6155
 AC6155  STATE/COUNTY-  MO/FRANKLIN
 AC6155  USGS QUAD   -  MERAMEC STATE PARK (1980)
 AC6155
 AC6155                         *CURRENT SURVEY CONTROL
 AC6155  ___________________________________________________________________
 AC6155* NAD 83(1997)-  38 14 30.16803(N)    091 07 27.92565(W)     ADJUSTED  
 AC6155* NAVD 88     -       275.74   (meters)     904.7    (feet)  LEVELING  
 AC6155  ___________________________________________________________________
 AC6155  X           -     -98,433.330 (meters)                     COMP
 AC6155  Y           -  -5,015,093.375 (meters)                     COMP
 AC6155  Z           -   3,926,703.110 (meters)                     COMP
 AC6155  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AC6155  ELLIP HEIGHT-         245.26  (meters)          (02/17/00) GPS OBS
 AC6155  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AC6155
 AC6155  HORZ ORDER  -  FIRST
 AC6155  VERT ORDER  -  THIRD ?
 AC6155  ELLP ORDER  -  FOURTH    CLASS I
 AC6155
 AC6155.The horizontal coordinates were established by GPS observations
 AC6155.and adjusted by the National Geodetic Survey in February 2000..
 AC6155
 AC6155.The orthometric height was determined by differential leveling.
 AC6155.The vertical network tie was performed by a horz. field party for horz.
 AC6155.obs reductions. Reset procedures were used to establish the elevation.
 AC6155
 AC6155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6155
 AC6155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6155
 AC6155.The ellipsoidal height was determined by GPS observations
 AC6155.and is referenced to NAD 83.
 AC6155
 AC6155.The geoid height was determined by GEOID03.
 AC6155
 AC6155;                    North         East     Units Scale Factor Converg.
 AC6155;SPC MO E     -   267,444.692   195,339.214   MT  0.99997012   -0 23 11.5
 AC6155;UTM  15      - 4,234,297.387   664,135.541   MT  0.99993180   +1 09 40.3
 AC6155
 AC6155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6155!SPC MO E     -   0.99996152  x   0.99997012  =   0.99993164
 AC6155!UTM  15      -   0.99996152  x   0.99993180  =   0.99989332
 AC6155
 AC6155                          SUPERSEDED SURVEY CONTROL
 AC6155
 AC6155  NAD 83(1997)-  38 14 30.17030(N)    091 07 27.92582(W) AD(       ) 1
 AC6155  NAD 83(1986)-  38 14 30.18293(N)    091 07 27.92490(W) AD(       ) 1
 AC6155
 AC6155.Superseded values are not recommended for survey control.
 AC6155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6155.See file dsdata.txt to determine how the superseded data were derived.
 AC6155
 AC6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6413634297(NAD 83)
 AC6155_MARKER: DD = SURVEY DISK
 AC6155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6155_STAMPING: FR-08 1994
 AC6155_MARK LOGO: MODNR 
 AC6155_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6155+STABILITY: SURFACE MOTION
 AC6155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6155+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 AC6155
 AC6155  HISTORY     - Date     Condition        Report By
 AC6155  HISTORY     - 1994     MONUMENTED       MODNR
 AC6155  HISTORY     - 20050409 GOOD             GEOCAC
 AC6155
 AC6155                          STATION DESCRIPTION
 AC6155
 AC6155'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6155'THE STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6155'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTHEAST OF SULLIVAN, MO
 AC6155'ON THE WEST R/W OF GLASER RD.  AND 70 FT (21.3 M) SOUTH OF THE LINE
 AC6155'BETWEEN TOWNSHIPS 40 AND 41 NORTH.  IT IS 260 FT (79.2 M) SOUTH OF CGS
 AC6155'BM S 226 AND 150 FT (45.7 M) SOUTH OF THE POINT WHERE THE
 AC6155'BURLINGTON-NORTHERN R/W JOINS THE R/W FOR GLASER RD.  IT IS 14.7 FT
 AC6155'(4.5 M) SOUTHWEST OF A CPS IN THE CENTER LINE OF GLASER RD., 2.6 FT
 AC6155'(0.8 M) NORTH OF A CARSONITE WITNESS POST AT THE FENCE AND 61.9 FT
 AC6155'(18.9 M) SSW OF A NAIL AND WASHER IN A 9 IN CEDAR WHICH SERVES AS A
 AC6155'BRACE POST ON THE EAST R/W. THE AZIMUTH MARK IS 0.2 MI (0.3 KM) SOUTH
 AC6155'ON THE WEST R/W OF GLASER RD.  IT IS 17.5 FT (5.3 M) WEST OF A CPS IN
 AC6155'THE CENTER LINE OF THE ROAD, 59.3 FT (18.1 M) NORTHWEST OF A NAIL AND
 AC6155'WASHER IN A RR TIE FENCE POST, 2.3 FT (0.7 M) NORTH OF A CARSONITE
 AC6155'WITNESS POST AT THE FENCE AND 1.2 FT (0.4 M) EAST OF THE FENCE. TO
 AC6155'REACH THE AZIMUTH MARK FROM THE CENTER OF I-44 EXIT 226 AT THE NORTH
 AC6155'EDGE OF SULLIVAN, MO, GO SOUTHEASTERLY ON MO.  HIGHWAY 185 FOR 1.2 MI
 AC6155'(1.9 KM) TO GLASER RD.  ON THE LEFT AND E.  VINE ST.  ON THE RIGHT.
 AC6155'TURN LEFT AND FOLLOW GLASER NORTHERLY FOR 2.1 MI (3.4 KM) TO AZIMUTH
 AC6155'MARK ON THE LEFT (WEST) SIDE OF THE ROAD AS DESCRIBED. TO REACH THE
 AC6155'STATION FROM THE AZIMUTH MARK CONTINUE NORTHERLY ON GLASER RD.  FOR
 AC6155'0.2 MI (0.3 KM) TO THE STATION ON THE LEFT (WEST) SIDE AS DESCRIBED.
 AC6155'DATE OF REPORT 12-18-1995
 AC6155
 AC6155                          STATION RECOVERY (2005)
 AC6155
 AC6155'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 AC6155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6156 ***********************************************************************
 AC6156  DESIGNATION -  FR 09
 AC6156  PID         -  AC6156
 AC6156  STATE/COUNTY-  MO/FRANKLIN
 AC6156  USGS QUAD   -  SULLIVAN (1980)
 AC6156
 AC6156                         *CURRENT SURVEY CONTROL
 AC6156  ___________________________________________________________________
 AC6156* NAD 83(1997)-  38 12 41.52952(N)    091 09 25.95844(W)     ADJUSTED  
 AC6156* NAVD 88     -       297.24   (meters)     975.2    (feet)  LEVELING  
 AC6156  ___________________________________________________________________
 AC6156  X           -    -101,345.350 (meters)                     COMP
 AC6156  Y           -  -5,017,125.525 (meters)                     COMP
 AC6156  Z           -   3,924,084.908 (meters)                     COMP
 AC6156  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AC6156  ELLIP HEIGHT-         266.81  (meters)          (02/17/00) GPS OBS
 AC6156  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AC6156
 AC6156  HORZ ORDER  -  FIRST
 AC6156  VERT ORDER  -  THIRD ?
 AC6156  ELLP ORDER  -  FOURTH    CLASS I
 AC6156
 AC6156.The horizontal coordinates were established by GPS observations
 AC6156.and adjusted by the National Geodetic Survey in February 2000..
 AC6156
 AC6156.The orthometric height was determined by differential leveling.
 AC6156.The vertical network tie was performed by a horz. field party for horz.
 AC6156.obs reductions. Reset procedures were used to establish the elevation.
 AC6156
 AC6156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6156
 AC6156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6156
 AC6156.The ellipsoidal height was determined by GPS observations
 AC6156.and is referenced to NAD 83.
 AC6156
 AC6156.The geoid height was determined by GEOID03.
 AC6156
 AC6156;                    North         East     Units Scale Factor Converg.
 AC6156;SPC MO E     -   264,115.023   192,445.313   MT  0.99997411   -0 24 23.5
 AC6156;UTM  15      - 4,230,890.952   661,332.726   MT  0.99992056   +1 08 24.5
 AC6156
 AC6156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6156!SPC MO E     -   0.99995814  x   0.99997411  =   0.99993225
 AC6156!UTM  15      -   0.99995814  x   0.99992056  =   0.99987870
 AC6156
 AC6156                          SUPERSEDED SURVEY CONTROL
 AC6156
 AC6156  NAD 83(1997)-  38 12 41.53087(N)    091 09 25.95846(W) AD(       ) 1
 AC6156  NAD 83(1986)-  38 12 41.54403(N)    091 09 25.95812(W) AD(       ) 1
 AC6156
 AC6156.Superseded values are not recommended for survey control.
 AC6156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6156.See file dsdata.txt to determine how the superseded data were derived.
 AC6156
 AC6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6133330891(NAD 83)
 AC6156_MARKER: DD = SURVEY DISK
 AC6156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6156_STAMPING: FR-09 1994
 AC6156_MARK LOGO: MODNR 
 AC6156_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6156+STABILITY: SURFACE MOTION
 AC6156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6156+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6156
 AC6156  HISTORY     - Date     Condition        Report By
 AC6156  HISTORY     - 1994     MONUMENTED       MODNR
 AC6156
 AC6156                          STATION DESCRIPTION
 AC6156
 AC6156'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6156'THE STATION AND AZIMUTH MARK ARE TO BE STANDARD MO DNR GRS
 AC6156'INSTALLATIONS. THE STATION IS LOCATED IN THE DOWNTOWN AREA OF
 AC6156'SULLIVAN, MO ON THE NORTHWEST SIDE OF EAST MAIN ST.  95 FT (29.0 M)
 AC6156'SOUTHWEST OF ITS CENTER LINE CENTER LINE INTERSECTION WITH SOUTH
 AC6156'CENTER STREET.  IT IS IN LINE WITH THE BACK LINE OF THE FIRST HOUSE ON
 AC6156'SOUTH CENTER ST., 38 FT (11.6 M) NORTHWEST OF THE CENTER LINE OF EAST
 AC6156'MAIN, 23.2 FT (7.1 M) SOUTHEAST OF THE SOUTHEAST TOP RAIL OF THE
 AC6156'RAILROAD TRACK, 69.5 FT (21.2 M) NORTH OF THE NORTH CORNER OF A METAL
 AC6156'BUILDING, AND 13.0 FT (4.0 M) NORTH OF A CARSONITE WITNESS POST. THE
 AC6156'AZIMUTH MARK IS .25 MI (0.40 KM) SOUTHWEST ON THE SOUTHEAST SIDE OF
 AC6156'MERIDITH LANE ABOUT 450 FT (137.2 M) SOUTHWEST OF THE RR XING OF N.
 AC6156'CLARK ST.  IT IS 12.9 FT (3.9 M) SOUTHEAST OF A CPS IN THE CENTER LINE
 AC6156'OF MERIDITH LANE, 61.8 FT (18.8 M) SOUTHWEST OF A NAIL AND SHINER IN A
 AC6156'TELEPHONE POLE, 34.5 FT (10.5 M) NORTHWEST OF THE NEAR EDGE OF THE TOP
 AC6156'OF THE NORTH RAIL OF THE MAIN TRACKS, AND 5.4 FT (1.6 M) NORTHEAST OF
 AC6156'A NAIL AND SHINER IN A TELEPHONE POLE. TO REACH THE STATION FROM THE
 AC6156'INTERSECTION OF CHURCH ST.  WITH MAIN ST.  (THE SOUTHEAST SIDE OF THE
 AC6156'CHURCH ST.  CROSSING OF THE BURLINGTON-NORTHERN RAILROAD) IN DOWNTOWN
 AC6156'SULLIVAN, MO, GO NORTHEAST ON MAIN ST.  FOR 0.1 MI (0.2 KM) TO THE
 AC6156'STATION ON THE LEFT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AC6156'INTERSECTION OF CHURCH AND MAIN, GO SOUTHWEST ON MAIN FOR 0.1 MI (0.2
 AC6156'KM) (1 BLOCK) TO THE CLARK STREET RAILROAD CROSSING, TURN RIGHT AND GO
 AC6156'NORTHWEST FOR 200 FT (61.0 M) TO THE NORTHWEST SIDE OF CROSSING AND
 AC6156'MERIDITH LANE ON THE LEFT, TURN LEFT AND GO SOUTHWEST ON MERIDITH FOR
 AC6156'0.1 MI (0.2 KM) TO MARK ON THE LEFT AS DESCRIBED. CGS BM P 226 IS
 AC6156'150-200 FT NNE AT THE SOUTHEAST END OF NORTH CENTER STREET. DATE OF
 AC6156'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6157 ***********************************************************************
 AC6157  DESIGNATION -  FR 10
 AC6157  PID         -  AC6157
 AC6157  STATE/COUNTY-  MO/FRANKLIN
 AC6157  USGS QUAD   -  SULLIVAN (1980)
 AC6157
 AC6157                         *CURRENT SURVEY CONTROL
 AC6157  ___________________________________________________________________
 AC6157* NAD 83(1997)-  38 14 19.85290(N)    091 10 24.83864(W)     ADJUSTED  
 AC6157* NAVD 88     -       277.8    (meters)     911.     (feet)  GPS OBS   
 AC6157  ___________________________________________________________________
 AC6157  X           -    -102,738.795 (meters)                     COMP
 AC6157  Y           -  -5,015,205.527 (meters)                     COMP
 AC6157  Z           -   3,926,454.551 (meters)                     COMP
 AC6157  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AC6157  ELLIP HEIGHT-         247.29  (meters)          (02/17/00) GPS OBS
 AC6157  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AC6157
 AC6157  HORZ ORDER  -  FIRST
 AC6157  ELLP ORDER  -  FOURTH    CLASS I
 AC6157
 AC6157.The horizontal coordinates were established by GPS observations
 AC6157.and adjusted by the National Geodetic Survey in February 2000..
 AC6157
 AC6157.The orthometric height was determined by GPS observations and a
 AC6157.high-resolution geoid model.
 AC6157
 AC6157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6157
 AC6157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6157
 AC6157.The ellipsoidal height was determined by GPS observations
 AC6157.and is referenced to NAD 83.
 AC6157
 AC6157.The geoid height was determined by GEOID03.
 AC6157
 AC6157;                    North         East     Units Scale Factor Converg.
 AC6157;SPC MO E     -   267,156.818   191,035.021   MT  0.99997614   -0 25 00.9
 AC6157;UTM  15      - 4,233,893.389   659,840.907   MT  0.99991466   +1 07 50.5
 AC6157
 AC6157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6157!SPC MO E     -   0.99996120  x   0.99997614  =   0.99993734
 AC6157!UTM  15      -   0.99996120  x   0.99991466  =   0.99987586
 AC6157
 AC6157                          SUPERSEDED SURVEY CONTROL
 AC6157
 AC6157  NAD 83(1997)-  38 14 19.85548(N)    091 10 24.83887(W) AD(       ) 1
 AC6157  NAD 83(1986)-  38 14 19.86754(N)    091 10 24.83849(W) AD(       ) 1
 AC6157
 AC6157.Superseded values are not recommended for survey control.
 AC6157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6157.See file dsdata.txt to determine how the superseded data were derived.
 AC6157
 AC6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5984133893(NAD 83)
 AC6157_MARKER: DD = SURVEY DISK
 AC6157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6157_STAMPING: FR-10 1994
 AC6157_MARK LOGO: MODNR 
 AC6157_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6157+STABILITY: SURFACE MOTION
 AC6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6157+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6157
 AC6157  HISTORY     - Date     Condition        Report By
 AC6157  HISTORY     - 1994     MONUMENTED       MODNR
 AC6157
 AC6157                          STATION DESCRIPTION
 AC6157
 AC6157'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6157'THE STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6157'THE STATION IS LOCATED APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE
 AC6157'SULLIVAN, MO CITY LIMITS ON THE WEST R/W OF ROUTE AF NEAR THE SOUTH
 AC6157'END OF A CURVE AND ON THE WEST SIDE OF PRIVATE ENTRANCE (ENS AF8-480)
 AC6157'.  IT IS 23.7 FT (7.2 M) SSW OF A PUNCH MARK IN THE NORTH END OF A 12
 AC6157'IN CMP UNDER THE ENTRANCE, 44.7 FT (13.6 M) SOUTHWEST OF A CPS AT THE
 AC6157'CENTER LINE OF THE ENTRANCE AND EDGE OF ROUTE AF PAVEMENT, 18.9 FT
 AC6157'(5.8 M) WNW OF A PUNCH MARK IN THE SOUTH END OF THE 12 IN CMP, 30.9 FT
 AC6157'(9.4 M) EAST OF THE WEST R/W FENCE, 15.0 FT (4.6 M) FROM A CPS IN THE
 AC6157'CENTER LINE OF THE ENTRANCE ROAD, AND 30.8 FT (9.4 M) EAST OF A
 AC6157'CARSONITE WITNESS POST AT RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS 0.45
 AC6157'MI (0.72 KM) SOUTH ON THE WEST R/W OF ROUTE AF IN THE NORTHWEST ANGLE
 AC6157'OF THE PRIVATE ENTRANCE TO 1402 ROUTE AF. IT IS 12.9 FT (3.9 M) WEST
 AC6157'OF THE EDGE OF PAVEMENT, 25 FT (7.6 M) NORTH OF THE CENTER LINE OF THE
 AC6157'ENTRANCE DRIVE, 26.9 FT (8.2 M) SOUTHEAST OF A NAIL AND WASHER IN
 AC6157'UTILITY POLE 48088 AND 22.5 FT (6.9 M) SSE OF TELEPHONE RISER BOX
 AC6157'1150/9. TO REACH THE AZIMUTH MARK FROM THE CENTER OF I-44 EXIT 226 GO
 AC6157'NORTHWEST FOR 0.05 MI (0.08 KM) TO T-JUNCTION WITH NORTH OUTER ROAD
 AC6157'(MO HWY.  185) .  TURN LEFT AND FOLLOW 185 SOUTHWEST FOR 0.6 MI (1.0
 AC6157'KM) TO JUNCTION WITH ROUTE AF, TURN RIGHT AND GO NORTHERLY ON ROUTE AF
 AC6157'FOR 1.1 MI (1.8 KM) TO AZIMUTH MARK ON THE LEFT (WEST) SIDE IN THE
 AC6157'NORTHWEST ANGLE OF PRIVATE ENTRANCE AS DESCRIBED. TO REACH THE STATION
 AC6157'FROM THE AZIMUTH MARK, CONTINUE NORTH ON ROUTE AF FOR 0.45 MI (0.72
 AC6157'KM) TO STATION ON THE LEFT (WEST) SIDE AT BEGINNING OF A CURVE TO THE
 AC6157'NORTHEAST AND ENTRANCE AF8-480 WHICH CONTINUES NORTHERLY. DATE OF
 AC6157'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6158 ***********************************************************************
 AC6158  DESIGNATION -  FR 11
 AC6158  PID         -  AC6158
 AC6158  STATE/COUNTY-  MO/FRANKLIN
 AC6158  USGS QUAD   -  SULLIVAN (1980)
 AC6158
 AC6158                         *CURRENT SURVEY CONTROL
 AC6158  ___________________________________________________________________
 AC6158* NAD 83(1997)-  38 12 56.46350(N)    091 12 13.84969(W)     ADJUSTED  
 AC6158* NAVD 88     -       298.5    (meters)     979.     (feet)  GPS OBS   
 AC6158  ___________________________________________________________________
 AC6158  X           -    -105,423.090 (meters)                     COMP
 AC6158  Y           -  -5,016,757.546 (meters)                     COMP
 AC6158  Z           -   3,924,447.478 (meters)                     COMP
 AC6158  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 AC6158  ELLIP HEIGHT-         268.04  (meters)          (02/17/00) GPS OBS
 AC6158  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AC6158
 AC6158  HORZ ORDER  -  FIRST
 AC6158  ELLP ORDER  -  FOURTH    CLASS I
 AC6158
 AC6158.The horizontal coordinates were established by GPS observations
 AC6158.and adjusted by the National Geodetic Survey in February 2000..
 AC6158
 AC6158.The orthometric height was determined by GPS observations and a
 AC6158.high-resolution geoid model.
 AC6158
 AC6158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6158
 AC6158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6158
 AC6158.The ellipsoidal height was determined by GPS observations
 AC6158.and is referenced to NAD 83.
 AC6158
 AC6158.The geoid height was determined by GEOID03.
 AC6158
 AC6158;                    North         East     Units Scale Factor Converg.
 AC6158;SPC MO E     -   264,605.475   188,364.616   MT  0.99998010   -0 26 07.5
 AC6158;UTM  15      - 4,231,271.054   657,240.541   MT  0.99990451   +1 06 40.9
 AC6158
 AC6158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6158!SPC MO E     -   0.99995794  x   0.99998010  =   0.99993804
 AC6158!UTM  15      -   0.99995794  x   0.99990451  =   0.99986246
 AC6158
 AC6158                          SUPERSEDED SURVEY CONTROL
 AC6158
 AC6158  NAD 83(1997)-  38 12 56.46573(N)    091 12 13.84975(W) AD(       ) 1
 AC6158  NAD 83(1986)-  38 12 56.47770(N)    091 12 13.84974(W) AD(       ) 1
 AC6158
 AC6158.Superseded values are not recommended for survey control.
 AC6158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6158.See file dsdata.txt to determine how the superseded data were derived.
 AC6158
 AC6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5724131271(NAD 83)
 AC6158_MARKER: DD = SURVEY DISK
 AC6158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6158_STAMPING: FR-11 1994
 AC6158_MARK LOGO: MODNR 
 AC6158_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6158+STABILITY: SURFACE MOTION
 AC6158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6158+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6158
 AC6158  HISTORY     - Date     Condition        Report By
 AC6158  HISTORY     - 1994     MONUMENTED       MODNR
 AC6158
 AC6158                          STATION DESCRIPTION
 AC6158
 AC6158'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6158'THE STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6158'THE STATION IS LOCATED ABOUT .25 MI (0.40 KM) WEST OF THE SULLIVAN, MO
 AC6158'CITY LIMITS ON THE SOUTHWEST R/W OF MISSOURI HIGHWAY 185.  IT IS 15.6
 AC6158'FT (4.8 M) SOUTHWEST OF THE EDGE OF PAVEMENT, 33.1 FT (10.1 M) NORTH
 AC6158'OF THE EAST CORNER OF A VACANT METAL BUILDING, 4.9 FT (1.5 M)
 AC6158'NORTHEAST OF A NAIL AND WASHER IN A 4 IN X 4 IN WOODEN POST, 37.6 FT
 AC6158'(11.5 M) EAST OF THE NORTH CORNER OF A CONCRETE STEP AT THE BUILDING
 AC6158'AND 4.6 FT (1.4 M) NORTHEAST OF A CARSONITE WITNESS POST AT THE WOODEN
 AC6158'POST. THE AZIMUTH MARK IS 0.35 MI (0.56 KM) SOUTHEAST ON THE NORTHEAST
 AC6158'R/W OF HIGHWAY 185 AT A WIDE GRAVEL PRIVATE ENTRANCE.  IT IS 11.7 FT
 AC6158'(3.6 M) NORTHWEST OF A CARSONITE WITNESS POST AT A R/W FENCE, 52.9 FT
 AC6158'(16.1 M) NNW OF A FIRE HYDRANT, 12.0 FT (3.7 M) NORTHEAST OF THE EDGE
 AC6158'OF PAVEMENT AND 29.6 FT (9.0 M) SOUTHEAST OF A 60 SPIKE IN THE CENTER
 AC6158'LINE OF THE ENTRANCE. TO REACH THE AZIMUTH MARK FROM THE CENTER OF
 AC6158'I-44 EXIT 225 IN SULLIVAN, MO GO NORTHWEST FOR 0.1 MI (0.2 KM) TO THE
 AC6158'T-JUNCTION AT THE NORTH OUTER ROAD (MO HWY.  185) .  TURN LEFT AND
 AC6158'FOLLOW HIGHWAY 185 SOUTHWESTERLY AND NORTHWESTERLY FOR 1.65 MI (2.66
 AC6158'KM) TO THE AZIMUTH MARK ON THE RIGHT (NE) SIDE OF HIGHWAY AND
 AC6158'SOUTHEAST SIDE OF WIDE GRAVEL ENTRANCE AS DESCRIBED. TO REACH THE
 AC6158'STATION FROM THE AZIMUTH MARK, CONTINUE NORTHWEST ON HIGHWAY 185 FOR
 AC6158'0.35 MI (0.56 KM) TO THE STATION ON THE LEFT (SW) R/W AS DESCRIBED.
 AC6158'DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6159 ***********************************************************************
 AC6159  DESIGNATION -  FR 12
 AC6159  PID         -  AC6159
 AC6159  STATE/COUNTY-  MO/FRANKLIN
 AC6159  USGS QUAD   -  SULLIVAN (1980)
 AC6159
 AC6159                         *CURRENT SURVEY CONTROL
 AC6159  ___________________________________________________________________
 AC6159* NAD 83(1997)-  38 12 34.50099(N)    091 14 28.51079(W)     ADJUSTED  
 AC6159* NAVD 88     -       257.5    (meters)     845.     (feet)  GPS OBS   
 AC6159  ___________________________________________________________________
 AC6159  X           -    -108,706.660 (meters)                     COMP
 AC6159  Y           -  -5,017,074.214 (meters)                     COMP
 AC6159  Z           -   3,923,889.990 (meters)                     COMP
 AC6159  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 AC6159  ELLIP HEIGHT-         226.99  (meters)          (02/17/00) GPS OBS
 AC6159  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AC6159
 AC6159  HORZ ORDER  -  FIRST
 AC6159  ELLP ORDER  -  FOURTH    CLASS I
 AC6159
 AC6159.The horizontal coordinates were established by GPS observations
 AC6159.and adjusted by the National Geodetic Survey in February 2000..
 AC6159
 AC6159.The orthometric height was determined by GPS observations and a
 AC6159.high-resolution geoid model.
 AC6159
 AC6159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6159
 AC6159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6159
 AC6159.The ellipsoidal height was determined by GPS observations
 AC6159.and is referenced to NAD 83.
 AC6159
 AC6159.The geoid height was determined by GEOID03.
 AC6159
 AC6159;                    North         East     Units Scale Factor Converg.
 AC6159;SPC MO E     -   263,953.882   185,083.550   MT  0.99998522   -0 27 30.6
 AC6159;UTM  15      - 4,230,531.200   653,978.533   MT  0.99989200   +1 05 17.0
 AC6159
 AC6159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6159!SPC MO E     -   0.99996438  x   0.99998522  =   0.99994960
 AC6159!UTM  15      -   0.99996438  x   0.99989200  =   0.99985639
 AC6159
 AC6159                          SUPERSEDED SURVEY CONTROL
 AC6159
 AC6159  NAD 83(1997)-  38 12 34.50385(N)    091 14 28.51106(W) AD(       ) 1
 AC6159  NAD 83(1986)-  38 12 34.51489(N)    091 14 28.51088(W) AD(       ) 1
 AC6159
 AC6159.Superseded values are not recommended for survey control.
 AC6159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6159.See file dsdata.txt to determine how the superseded data were derived.
 AC6159
 AC6159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5397930531(NAD 83)
 AC6159_MARKER: DD = SURVEY DISK
 AC6159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6159_STAMPING: FR-12 1994
 AC6159_MARK LOGO: MODNR 
 AC6159_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6159+STABILITY: SURFACE MOTION
 AC6159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6159+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6159
 AC6159  HISTORY     - Date     Condition        Report By
 AC6159  HISTORY     - 1994     MONUMENTED       MODNR
 AC6159
 AC6159                          STATION DESCRIPTION
 AC6159
 AC6159'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6159'THE STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6159'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) WEST OF SULLIVAN, MO ON THE
 AC6159'EAST R/W OF ERNI RD.  UNDER A POWER TRANSMISSION LINE CROSSING. IT IS
 AC6159'1.8 FT (0.5 M) WEST OF A CARSONITE WITNESS POST AT THE R/W FENCE, 11.9
 AC6159'FT (3.6 M) EAST OF A 60D NAIL IN THE CENTER LINE OF ERNI ROAD, 33.0 FT
 AC6159'(10.1 M) NORTHEAST OF A METAL FENCE POST IN THE WEST R/W FENCE AND
 AC6159'33.3 FT (10.1 M) SOUTHEAST OF ANOTHER METAL POST IN THE WEST R/W
 AC6159'FENCE. THE AZIMUTH MARK IS 0.3 MI (0.5 KM) SOUTH ON THE EAST R/W OF
 AC6159'ERNI AT THE CORNER OF FENCES SOUTH AND EAST.  IT IS 4.3 FT (1.3 M) NNW
 AC6159'OF A NAIL AND WASHER IN THE FENCE CORNER POST, 5.0 FT (1.5 M) NNW OF A
 AC6159'CARSONITE WITNESS POST AT THE FENCE SOUTH, 51.5 FT (15.7 M) NORTHEAST
 AC6159'OF A NAIL AND WASHER IN A CEDAR FENCE POST, 19.0 FT (5.8 M) EAST OF A
 AC6159'60D NAIL IN THE CENTER LINE OF RNI ROAD AND 46.6 FT (14.2 M) SOUTHEAST
 AC6159'OF A METAL FENCE POST.  THE AZIMUTH IS 125 FT (38.1 M) SOUTH OF
 AC6159'PRIVATE ENTRANCE (ENS ER6-100) . TO REACH THE AZIMUTH MARK FROM THE
 AC6159'CENTER OF I-44 EXIT 225 AT SULLIVAN, MO, GO NORTHWEST FOR 0.05 MI
 AC6159'(0.08 KM) TO T-JUNCTION WITH MO.  HIGHWAY 185 AT THE NORTH OUTER ROAD.
 AC6159'TURN LEFT AND FOLLOW MO. HWY.  185 SOUTHWEST FOR 0.35 MI (0.56 KM) TO
 AC6159'JUNCTION WITH ROUTE WW IN CURVE WHERE 185 LEAVES OUTER ROADWAY.  VEER
 AC6159'LEFT AND CONTINUE SOUTHWESTERLY ON WW FOR 0.9 MI (1.4 KM) TO
 AC6159'Y-JUNCTION WHERE WW LEAVES OUTER ROAD AND GOES WEST.  VEER RIGHT AND
 AC6159'FOLLOW WW WESTERLY FOR 3.35 MI (5.39 KM) TO END OF STATE MAINTENANCE
 AC6159'AND CROSSROAD (LICKLIDER ROAD CONTINUES WEST, ESSMANN RD.  GOES SOUTH
 AC6159'AND ERNI ROAD GOES NORTH) .  TURN RIGHT AND GO NORTH ON ERNI RD.  FOR
 AC6159'0.4 MI (0.6 KM) TO AZIMUTH ON THE RIGHT (EAST) AS DESCRIBED. TO REACH
 AC6159'THE STATION FROM THE AZIMUTH MARK, CONTINUE NORTH ON ERNI RD.  FOR 0.3
 AC6159'MI (0.5 KM) TO STATION ON THE RIGHT (EAST) SIDE UNDER POWER
 AC6159'TRANSMISSION LINE AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6160 ***********************************************************************
 AC6160  DESIGNATION -  FR 13
 AC6160  PID         -  AC6160
 AC6160  STATE/COUNTY-  MO/FRANKLIN
 AC6160  USGS QUAD   -  ARGO (1980)
 AC6160
 AC6160                         *CURRENT SURVEY CONTROL
 AC6160  ___________________________________________________________________
 AC6160* NAD 83(1997)-  38 12 23.35696(N)    091 18 40.22001(W)     ADJUSTED  
 AC6160* NAVD 88     -       256.0    (meters)     840.     (feet)  GPS OBS   
 AC6160  ___________________________________________________________________
 AC6160  X           -    -114,833.851 (meters)                     COMP
 AC6160  Y           -  -5,017,149.030 (meters)                     COMP
 AC6160  Z           -   3,923,618.980 (meters)                     COMP
 AC6160  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 AC6160  ELLIP HEIGHT-         225.37  (meters)          (02/17/00) GPS OBS
 AC6160  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AC6160
 AC6160  HORZ ORDER  -  FIRST
 AC6160  ELLP ORDER  -  FOURTH    CLASS I
 AC6160
 AC6160.The horizontal coordinates were established by GPS observations
 AC6160.and adjusted by the National Geodetic Survey in February 2000..
 AC6160
 AC6160.The orthometric height was determined by GPS observations and a
 AC6160.high-resolution geoid model.
 AC6160
 AC6160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6160
 AC6160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6160
 AC6160.The ellipsoidal height was determined by GPS observations
 AC6160.and is referenced to NAD 83.
 AC6160
 AC6160.The geoid height was determined by GEOID03.
 AC6160
 AC6160;                    North         East     Units Scale Factor Converg.
 AC6160;SPC MO E     -   263,661.603   178,957.157   MT  0.99999547   -0 30 06.2
 AC6160;UTM  15      - 4,230,073.735   647,862.931   MT  0.99986927   +1 02 41.0
 AC6160
 AC6160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6160!SPC MO E     -   0.99996464  x   0.99999547  =   0.99996011
 AC6160!UTM  15      -   0.99996464  x   0.99986927  =   0.99983391
 AC6160
 AC6160                          SUPERSEDED SURVEY CONTROL
 AC6160
 AC6160  NAD 83(1997)-  38 12 23.36160(N)    091 18 40.22060(W) AD(       ) 1
 AC6160  NAD 83(1986)-  38 12 23.37078(N)    091 18 40.22052(W) AD(       ) 1
 AC6160
 AC6160.Superseded values are not recommended for survey control.
 AC6160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6160.See file dsdata.txt to determine how the superseded data were derived.
 AC6160
 AC6160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4786330074(NAD 83)
 AC6160_MARKER: DD = SURVEY DISK
 AC6160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6160_STAMPING: FR-13 1994
 AC6160_MARK LOGO: MODNR 
 AC6160_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6160+STABILITY: SURFACE MOTION
 AC6160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6160+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6160
 AC6160  HISTORY     - Date     Condition        Report By
 AC6160  HISTORY     - 1994     MONUMENTED       MODNR
 AC6160
 AC6160                          STATION DESCRIPTION
 AC6160
 AC6160'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6160'STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6160'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF BOURBON, MO AND
 AC6160'3 MI (4.8 KM) EAST OF THE SOUTHWEST CORNER OF FRANKLIN COUNTY ON THE
 AC6160'WEST R/W OF TRENDLE ROAD OPPOSITE THE ENTRANCE TO THE ED TRENDLE
 AC6160'RESIDENCE.  IT IS 33.9 FT (10.3 M) WSW OF THE SOUTHWEST CORNER OF A
 AC6160'MACHINE SHED, 12.0 FT (3.7 M) WEST OF THE CENTER LINE OF TRENDLE RD.,
 AC6160'46.5 FT (14.2 M) NORTHWEST OF THE ENTRANCE SIGN POST (TN6-100) , 37.0
 AC6160'FT (11.3 M) NORTH OF AN ALUMINUM NAIL IN A SOUTH GATE POST, 5.1 FT
 AC6160'(1.6 M) NORTHEAST OF TELEPHONE RISER BOX 1/54 AND 3.5 FT (1.1 M) EAST
 AC6160'OF A CARSONITE WITNESS POST AT THE FENCE. THE AZIMUTH MARK IS 0.45 MI
 AC6160'(0.72 KM) NORTH ON THE WEST R/W OF TRENDLE ROAD.  IT IS 56.0 FT (17.1
 AC6160'M) SOUTHWEST OF A NAIL AND WASHER IN A WOODEN POST ON THE EAST R/W,
 AC6160'18.0 FT (5.5 M) WEST OF THE CENTER LINE OF TRENDLE, 53.5 FT (16.3 M)
 AC6160'NORTH OF A FIELD ENTRANCE ON THE WEST R/W, 36.2 FT (11.0 M) NORTH OF A
 AC6160'NAIL AND WASHER IN A BRACE FENCE POST AND 3.5 FT (1.1 M) EAST OF A
 AC6160'CARSONITE WITNESS POST AT THE FENCE. TO REACH THE AZIMUTH MARK FROM
 AC6160'THE CENTER OF I-44 EXIT 218 AT BOURBON, MO GO NORTHWEST FOR 0.05 MI
 AC6160'(0.08 KM) TO THE T-JUNCTION WITH THE NORTH OUTER ROAD.  TURN RIGHT AND
 AC6160'GO NORTHEASTERLY ON THE NORTH OUTER ROAD FOR 0.55 MI (0.89 KM) TO
 AC6160'CROSSROAD JUNCTION (OUTER ROAD CONTINUES NORTHEAST, ROUTE N GOES SOUTH
 AC6160'AND ROUTE J GOES NORTH) . TURN LEFT AND FOLLOW ROUTE J NORTHERLY AND
 AC6160'WESTERLY FOR 5.9 MI (9.5 KM) TO PARSHALL RD.  ON THE LEFT, TURN LEFT
 AC6160'AND FOLLOW PARSHALL SOUTHWESTERLY AND SOUTHERLY FOR 0.5 MI (0.8 KM) TO
 AC6160'A FORK IN THE ROAD (PARSHALL TURNS WESTERLY AND TRENDLE GOES SOUTH) .
 AC6160'VEER LEFT AND GO SOUTH ON TRENDLE ROAD FOR 0.3 MI (0.5 KM) TO AZIMUTH
 AC6160'ON RIGHT (WEST) AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH
 AC6160'MARK CONTINUE SOUTH ON TRENDLE ROAD FOR 0.45 MI (0.72 KM) TO FARM
 AC6160'BUILDINGS AT CREST OF HILL AND STATION ON THE RIGHT (WEST) AS
 AC6160'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6161 ***********************************************************************
 AC6161  DESIGNATION -  FR 14
 AC6161  PID         -  AC6161
 AC6161  STATE/COUNTY-  MO/FRANKLIN
 AC6161  USGS QUAD   -  STRAIN (1980)
 AC6161
 AC6161                         *CURRENT SURVEY CONTROL
 AC6161  ___________________________________________________________________
 AC6161* NAD 83(1997)-  38 15 24.14121(N)    091 21 42.82426(W)     ADJUSTED  
 AC6161* NAVD 88     -       246.2    (meters)     808.     (feet)  GPS OBS   
 AC6161  ___________________________________________________________________
 AC6161  X           -    -119,193.265 (meters)                     COMP
 AC6161  Y           -  -5,013,588.897 (meters)                     COMP
 AC6161  Z           -   3,927,991.628 (meters)                     COMP
 AC6161  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 AC6161  ELLIP HEIGHT-         215.44  (meters)          (02/17/00) GPS OBS
 AC6161  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 AC6161
 AC6161  HORZ ORDER  -  FIRST
 AC6161  ELLP ORDER  -  FOURTH    CLASS I
 AC6161
 AC6161.The horizontal coordinates were established by GPS observations
 AC6161.and adjusted by the National Geodetic Survey in February 2000..
 AC6161
 AC6161.The orthometric height was determined by GPS observations and a
 AC6161.high-resolution geoid model.
 AC6161
 AC6161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6161
 AC6161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6161
 AC6161.The ellipsoidal height was determined by GPS observations
 AC6161.and is referenced to NAD 83.
 AC6161
 AC6161.The geoid height was determined by GEOID03.
 AC6161
 AC6161;                    North         East     Units Scale Factor Converg.
 AC6161;SPC MO E     -   269,275.724   174,566.594   MT  1.00000339   -0 32 01.3
 AC6161;UTM  15      - 4,235,566.494   643,323.002   MT  0.99985298   +1 00 52.1
 AC6161
 AC6161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6161!SPC MO E     -   0.99996620  x   1.00000339  =   0.99996959
 AC6161!UTM  15      -   0.99996620  x   0.99985298  =   0.99981918
 AC6161
 AC6161                          SUPERSEDED SURVEY CONTROL
 AC6161
 AC6161  NAD 83(1997)-  38 15 24.14814(N)    091 21 42.82522(W) AD(       ) 1
 AC6161  NAD 83(1986)-  38 15 24.15615(N)    091 21 42.82654(W) AD(       ) 1
 AC6161
 AC6161.Superseded values are not recommended for survey control.
 AC6161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6161.See file dsdata.txt to determine how the superseded data were derived.
 AC6161
 AC6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4332335566(NAD 83)
 AC6161_MARKER: DD = SURVEY DISK
 AC6161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6161_STAMPING: FR-14 1994
 AC6161_MARK LOGO: MODNR 
 AC6161_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6161+STABILITY: SURFACE MOTION
 AC6161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6161+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6161
 AC6161  HISTORY     - Date     Condition        Report By
 AC6161  HISTORY     - 1994     MONUMENTED       MODNR
 AC6161
 AC6161                          STATION DESCRIPTION
 AC6161
 AC6161'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6161'THE STATION IS A STANDARD MO DNR GRS INSTALLATION.  THE AZIMUTH MARK
 AC6161'IS A GRS DISK GROUTED IN DRILL HOLE IN A SANDSTONE OUTCROP. THE
 AC6161'STATION IS ABOUT 9 MI (14.5 KM) SOUTHEAST OF OWENSVILLE, MO, 9 MI
 AC6161'(14.5 KM) NORTHWEST OF BOURBON, MO AND 3 MI (4.8 KM) WNW OF THE SMALL
 AC6161'COMMUNITY OF JAPAN, MO ON THE EAST R/W OF LOCKHART RD.  IT IS 2.3 FT
 AC6161'(0.7 M) WEST OF A CARSONITE WITNESS POST AT THE FENCE, 13.2 FT (4.0 M)
 AC6161'NNW OF A NAIL AND WASHER IN A NORTH GATE POST, 21.0 FT (6.4 M) NORTH
 AC6161'OF THE CENTER LINE OF A FIELD ENTRANCE, 38.9 FT (11.9 M) NORTHEAST OF
 AC6161'AN ALUMINUM NAIL AND WASHER IN A WOODEN POST AND 15.1 FT (4.6 M) EAST
 AC6161'OF A 60D NAIL NEAR THE CENTER LINE OF LOCKHART ROAD. THE AZIMUTH MARK
 AC6161'IS 0.3 MI (0.5 KM) NORTHEAST ON THE NORTH R/W OF LOCKHART ROAD.  THE
 AC6161'MARK IS A DISK GROUTED IN A SANDSTONE OUTCROP 85 FT (25.9 M) EAST OF
 AC6161'THE CENTER LINE OF ENTRANCE LH8-200, A SMALL CONCRETE DWELLING.  IT IS
 AC6161'3.5 FT (1.1 M) SOUTHWEST OF A CARSONITE WITNESS POST, 15.7 FT (4.8 M)
 AC6161'NORTH OF A 60D NAIL NEAR THE CENTER LINE OF LOCKHART, 35.5 FT (10.8 M)
 AC6161'NORTH OF A NAIL AND WASHER IN THE TOP OF A WOODEN FENCE POST AND 68.4
 AC6161'FT (20.8 M) NORTHEAST OF A NAIL AND WASHER IN AN OAK ON THE SOUTH SIDE
 AC6161'OF THE ROAD. TO REACH THE STATION FROM THE CENTER OF I-44 EXIT 218 IN
 AC6161'BOURBON, MO, GO NORTHWEST FOR 0.1 MI (0.2 KM) TO T-JUNCTION WITH THE
 AC6161'NORTH OUTER ROAD, TURN RIGHT AND GO NORTHEAST ON THE NORTH OUTER ROAD
 AC6161'FOR 0.55 MI (0.89 KM) TO THE JUNCTION WITH ROUTES J AND N, TURN LEFT
 AC6161'AND FOLLOW ROUTE J NORTHERLY FOR 6.95 MI (11.18 KM) TO END OF ROUTE J
 AC6161'AT Y-JUNCTION WITH ROUTE H, CONTINUE NORTHERLY ON ROUTE H FOR 0.3 MI
 AC6161'(0.5 KM) TO JUNCTION WITH ROUTE AE ON THE LEFT AT THE SMALL COMMUNITY
 AC6161'OF JAPAN, MO, TURN LEFT AND GO WEST ON ROUTE AE FOR 0.5 MI (0.8 KM) TO
 AC6161'A Y-JUNCTION WITH SHAWNEE FORD RD.  (CALLED STREHLMAN FORD ON COUNTY
 AC6161'MAP) .  VEER RIGHT AND GO NORTHWESTERLY ON SHAWNEE FORD FOR 0.85 MI
 AC6161'(1.37 KM) TO CROSSROAD JUNCTION WITH JAKES PRAIRIE RD.  TURN LEFT AND
 AC6161'GO SOUTHWESTERLY ON JAKES PRAIRIE FOR 2.0 MI (3.2 KM) TO LOCKHART ROAD
 AC6161'ON THE RIGHT (NORTH) SIDE, TURN RIGHT AND GO NORTHWESTERLY ON LOCKHART
 AC6161'FOR 0.65 MI (1.05 KM) TO A Y-JUNCTION WITH JUEDEMAN RD., VEER RIGHT
 AC6161'AND CONTINUE TO FOLLOW LOCKHART NORTH, EAST, AND NORTH FOR 0.65 MI
 AC6161'(1.05 KM) TO THE STATION ON THE RIGHT (EAST) SIDE AS DESCRIBED. TO
 AC6161'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH THEN EAST ON
 AC6161'LOCKHART FOR 0.4 MI (0.6 KM) TO MARK ON THE LEFT (NORTH) SIDE IN A
 AC6161'SMALL SANDSTONE OUTCROP JUST BEFORE ROAD AGAIN TURNS NORTH. DATE OF
 AC6161'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6162 ***********************************************************************
 AC6162  DESIGNATION -  FR 15
 AC6162  PID         -  AC6162
 AC6162  STATE/COUNTY-  MO/FRANKLIN
 AC6162  USGS QUAD   -  STRAIN (1980)
 AC6162
 AC6162                         *CURRENT SURVEY CONTROL
 AC6162  ___________________________________________________________________
 AC6162* NAD 83(1997)-  38 16 03.84571(N)    091 17 47.86972(W)     ADJUSTED  
 AC6162* NAVD 88     -       260.4    (meters)     854.     (feet)  GPS OBS   
 AC6162  ___________________________________________________________________
 AC6162  X           -    -113,465.348 (meters)                     COMP
 AC6162  Y           -  -5,012,974.662 (meters)                     COMP
 AC6162  Z           -   3,928,961.752 (meters)                     COMP
 AC6162  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AC6162  ELLIP HEIGHT-         229.71  (meters)          (02/17/00) GPS OBS
 AC6162  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AC6162
 AC6162  HORZ ORDER  -  FIRST
 AC6162  ELLP ORDER  -  FOURTH    CLASS I
 AC6162
 AC6162.The horizontal coordinates were established by GPS observations
 AC6162.and adjusted by the National Geodetic Survey in February 2000..
 AC6162
 AC6162.The orthometric height was determined by GPS observations and a
 AC6162.high-resolution geoid model.
 AC6162
 AC6162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6162
 AC6162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6162
 AC6162.The ellipsoidal height was determined by GPS observations
 AC6162.and is referenced to NAD 83.
 AC6162
 AC6162.The geoid height was determined by GEOID03.
 AC6162
 AC6162;                    North         East     Units Scale Factor Converg.
 AC6162;SPC MO E     -   270,448.714   180,289.254   MT  0.99999316   -0 29 36.2
 AC6162;UTM  15      - 4,236,893.507   649,011.109   MT  0.99987346   +1 03 18.6
 AC6162
 AC6162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6162!SPC MO E     -   0.99996396  x   0.99999316  =   0.99995712
 AC6162!UTM  15      -   0.99996396  x   0.99987346  =   0.99983742
 AC6162
 AC6162                          SUPERSEDED SURVEY CONTROL
 AC6162
 AC6162  NAD 83(1997)-  38 16 03.85128(N)    091 17 47.87056(W) AD(       ) 1
 AC6162  NAD 83(1986)-  38 16 03.86053(N)    091 17 47.87172(W) AD(       ) 1
 AC6162
 AC6162.Superseded values are not recommended for survey control.
 AC6162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6162.See file dsdata.txt to determine how the superseded data were derived.
 AC6162
 AC6162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4901136894(NAD 83)
 AC6162_MARKER: DD = SURVEY DISK
 AC6162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6162_STAMPING: FR-15 1994
 AC6162_MARK LOGO: MODNR 
 AC6162_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6162+STABILITY: SURFACE MOTION
 AC6162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6162+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6162
 AC6162  HISTORY     - Date     Condition        Report By
 AC6162  HISTORY     - 1994     MONUMENTED       MODNR
 AC6162
 AC6162                          STATION DESCRIPTION
 AC6162
 AC6162'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6162'STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6162'STATION IS ABOUT 9 MI (14.5 KM) SSE OF GERALD, MO 8 MI (12.9 KM) NNE
 AC6162'OF BOURBON, 8 MI (12.9 KM) WNW OF SULLIVAN, AND 2 MI (3.2 KM) NNE OF
 AC6162'THE SMALL COMMUNITY OF JAPAN, MO ON THE EAST R/W OF ROUTE H.  IT IS
 AC6162'14.6 FT (4.5 M) EAST OF THE EDGE OF PAVEMENT, 55 FT (16.8 M) NORTHWEST
 AC6162'OF A CPS NEAR THE CENTER LINE OF THE PRIVATE ENTRANCE 4656 STATE HWY.
 AC6162'H AND 4.0 FT (1.2 M) SOUTH OF A CARSONITE WITNESS POST. THE AZIMUTH
 AC6162'MARK IS 0.2 MI (0.3 KM) NORTH ON THE NORTH R/W OF SCHUBERT ROAD.  IT
 AC6162'IS 105 FT (32.0 M) EAST OF THE CENTER LINE OF ROUTE H, 21.4 FT (6.5 M)
 AC6162'NORTH OF A CPS NEAR THE CENTER LINE OF SCHUBERT RD., 21.4 FT (6.5 M)
 AC6162'EAST OF A NAIL AND WASHER IN A CEDAR TREE AT THE NORTH R/W FENCE AND
 AC6162'3.5 FT (1.1 M) SOUTH OF A CARSONITE WITNESS POST AT THE R/W FENCE. TO
 AC6162'REACH THE STATION FROM THE CENTER OF I-44 EXIT 218 AT BOURBON, MO, GO
 AC6162'NORTHWEST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION AT THE NORTH OUTER
 AC6162'ROAD (ROUTE C SOUTHWEST AND ROUTE J NORTHEAST) , TURN RIGHT AND GO
 AC6162'NORTHEAST ON J FOR 0.55 MI (0.89 KM) TO CROSSROAD JUNCTION WITH ROUTE
 AC6162'N AT THE NORTHWEST END OF AN I-44 OVERPASS (OUTER ROAD CONTINUES
 AC6162'NORTHEAST, ROUTE N GOES SOUTHEAST AND J TURNS NORTHWEST) .  TURN LEFT
 AC6162'AND GO NORTHWESTERLY ON ROUTE J FOR 7 MI (11.3 KM) TO T-JUNCTION WITH
 AC6162'ROUTE H, CONTINUE NORTHERLY ON ROUTE H FOR 2.45 MI (3.94 KM) TO THE
 AC6162'STATION ON THE RIGHT (EAST) AT PRIVATE ENTRANCE TO TRAILER HOUSE
 AC6162'DWELLING FOR WAYNE AND JANA BLANKENSHIP AS DESCRIBED. TO REACH THE
 AC6162'AZIMUTH MARK FROM THE STATION, GO NORTH ON ROUTE H FOR 0.2 MI (0.3 KM)
 AC6162'TO SCHUBERT ROAD ON RIGHT, TURN RIGHT AND GO EAST ON SCHUBERT FOR 100
 AC6162'FT (30.5 M) TO THE MARK ON THE LEFT (NORTH) AT R/W FENCE AS DESCRIBED.
 AC6162'DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6163 ***********************************************************************
 AC6163  DESIGNATION -  FR 16
 AC6163  PID         -  AC6163
 AC6163  STATE/COUNTY-  MO/FRANKLIN
 AC6163  USGS QUAD   -  STRAIN (1980)
 AC6163
 AC6163                         *CURRENT SURVEY CONTROL
 AC6163  ___________________________________________________________________
 AC6163* NAD 83(1997)-  38 18 39.39428(N)    091 15 56.78903(W)     ADJUSTED  
 AC6163* NAVD 88     -       221.6    (meters)     727.     (feet)  GPS OBS   
 AC6163  ___________________________________________________________________
 AC6163  X           -    -110,699.348 (meters)                     COMP
 AC6163  Y           -  -5,010,033.311 (meters)                     COMP
 AC6163  Z           -   3,932,702.267 (meters)                     COMP
 AC6163  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AC6163  ELLIP HEIGHT-         190.85  (meters)          (02/17/00) GPS OBS
 AC6163  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 AC6163
 AC6163  HORZ ORDER  -  FIRST
 AC6163  ELLP ORDER  -  FOURTH    CLASS I
 AC6163
 AC6163.The horizontal coordinates were established by GPS observations
 AC6163.and adjusted by the National Geodetic Survey in February 2000..
 AC6163
 AC6163.The orthometric height was determined by GPS observations and a
 AC6163.high-resolution geoid model.
 AC6163
 AC6163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6163
 AC6163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6163
 AC6163.The ellipsoidal height was determined by GPS observations
 AC6163.and is referenced to NAD 83.
 AC6163
 AC6163.The geoid height was determined by GEOID03.
 AC6163
 AC6163;                    North         East     Units Scale Factor Converg.
 AC6163;SPC MO E     -   275,221.858   183,029.107   MT  0.99998855   -0 28 29.1
 AC6163;UTM  15      - 4,241,738.438   651,620.615   MT  0.99988312   +1 04 31.1
 AC6163
 AC6163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6163!SPC MO E     -   0.99997005  x   0.99998855  =   0.99995861
 AC6163!UTM  15      -   0.99997005  x   0.99988312  =   0.99985318
 AC6163
 AC6163                          SUPERSEDED SURVEY CONTROL
 AC6163
 AC6163  NAD 83(1997)-  38 18 39.39982(N)    091 15 56.78987(W) AD(       ) 1
 AC6163  NAD 83(1986)-  38 18 39.40926(N)    091 15 56.79103(W) AD(       ) 1
 AC6163
 AC6163.Superseded values are not recommended for survey control.
 AC6163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6163.See file dsdata.txt to determine how the superseded data were derived.
 AC6163
 AC6163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5162141738(NAD 83)
 AC6163_MARKER: DD = SURVEY DISK
 AC6163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6163_STAMPING: FR-16 1994
 AC6163_MARK LOGO: MODNR 
 AC6163_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6163+STABILITY: SURFACE MOTION
 AC6163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6163+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6163
 AC6163  HISTORY     - Date     Condition        Report By
 AC6163  HISTORY     - 1994     MONUMENTED       MODNR
 AC6163
 AC6163                          STATION DESCRIPTION
 AC6163
 AC6163'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6163'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6163'STATION IS ABOUT 9 MI (14.5 KM) NORTHWEST OF SULLIVAN, MO, 7 MI (11.3
 AC6163'KM) SSE OF GERALD, MO AND 2 MI (3.2 KM) NORTHWEST OF THE SMALL
 AC6163'COMMUNITY OF STRAIN ON THE NORTH R/W OF ROCKY HOLLOW ROAD.  IT IS 3.2
 AC6163'FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST AT THE FENCE, 87 FT (26.5
 AC6163'M) WEST OF A FENCE NORTH, 44.3 FT (13.5 M) NORTHWEST OF A BRACED
 AC6163'GRADER BLADE FENCE POST, 16.5 FT (5.0 M) NORTH OF A 60D NAIL NEAR THE
 AC6163'CENTER LINE OF THE ROAD AND 49.4 FT (15.1 M) NORTHEAST OF A METAL
 AC6163'FENCE POST. THE AZIMUTH MARK IS .25 MI (0.40 KM) WEST ON THE SOUTH R/W
 AC6163'OF ROCKY HOLLOW RD.  AND 38 FT (11.6 M) EAST OF THE CENTER LINE OF A
 AC6163'TRACK ROAD NORTH.  IT IS 18.8 FT (5.7 M) SOUTH OF A 60D NAIL NEAR THE
 AC6163'CENTER LINE OF THE ROAD, 43.9 FT (13.4 M) SOUTHWEST OF A NAIL AND
 AC6163'WASHER IN A CEDAR IN THE NORTH R/W FENCE, 3.0 FT (0.9 M) NORTH OF A
 AC6163'CARSONITE WITNESS POST AT THE SOUTH R/W FENCE AND 40.5 FT (12.3 M)
 AC6163'SOUTHEAST OF TELEPHONE RISER BOX 802/16. TO REACH THE STATION FROM THE
 AC6163'CENTER OF I-44 EXIT 225 AT SULLIVAN, MO, GO NORTHWEST FOR 0.1 MI (0.2
 AC6163'KM) TO A T-JUNCTION WITH NORTH OUTER ROAD AND MO.  HIGHWAY 185, TURN
 AC6163'LEFT AND FOLLOW 185 WESTERLY AND NORTHERLY FOR 8.2 MI (13.2 KM) TO
 AC6163'JUNCTION WITH ROUTE AC AT THE SMALL COMMUNITY OF SPRING BLUFF, TURN
 AC6163'LEFT AND GO WEST ON ROUTE AC FOR 0.2 MI (0.3 KM) TO ROCKY HOLLOW RD.
 AC6163'ON THE RIGHT, TURN RIGHT AND FOLLOW ROCKY HOLLOW NORTHWESTERLY FOR
 AC6163'1.95 MI (3.14 KM) TO THE STATION ON THE RIGHT (NORTH) R/W JUST BEYOND
 AC6163'A 90 LEFT TURN AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AC6163'STATION, GO WEST ON ROCKY HOLLOW FOR 0.25 MI (0.40 KM) TO MARK ON THE
 AC6163'LEFT (SOUTH) R/W AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6164 ***********************************************************************
 AC6164  DESIGNATION -  FR 17
 AC6164  PID         -  AC6164
 AC6164  STATE/COUNTY-  MO/FRANKLIN
 AC6164  USGS QUAD   -  WASHINGTON EAST (1972)
 AC6164
 AC6164                         *CURRENT SURVEY CONTROL
 AC6164  ___________________________________________________________________
 AC6164* NAD 83(1997)-  38 31 16.24831(N)    090 55 32.80185(W)     ADJUSTED  
 AC6164* NAVD 88     -       199.58   (meters)     654.8    (feet)  LEVELING  
 AC6164  ___________________________________________________________________
 AC6164  X           -     -80,733.165 (meters)                     COMP
 AC6164  Y           -  -4,996,085.024 (meters)                     COMP
 AC6164  Z           -   3,950,974.116 (meters)                     COMP
 AC6164  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AC6164  ELLIP HEIGHT-         168.57  (meters)          (02/17/00) GPS OBS
 AC6164  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AC6164
 AC6164  HORZ ORDER  -  FIRST
 AC6164  VERT ORDER  -  THIRD ?
 AC6164  ELLP ORDER  -  FOURTH    CLASS I
 AC6164
 AC6164.The horizontal coordinates were established by GPS observations
 AC6164.and adjusted by the National Geodetic Survey in February 2000..
 AC6164
 AC6164.The orthometric height was determined by differential leveling.
 AC6164.The vertical network tie was performed by a horz. field party for horz.
 AC6164.obs reductions. Reset procedures were used to establish the elevation.
 AC6164
 AC6164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6164
 AC6164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6164
 AC6164.The ellipsoidal height was determined by GPS observations
 AC6164.and is referenced to NAD 83.
 AC6164
 AC6164.The geoid height was determined by GEOID03.
 AC6164
 AC6164;                    North         East     Units Scale Factor Converg.
 AC6164;SPC MO E     -   298,366.019   212,871.459   MT  0.99995030   -0 15 54.6
 AC6164;UTM  15      - 4,265,682.599   680,823.695   MT  1.00000267   +1 17 31.9
 AC6164
 AC6164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6164!SPC MO E     -   0.99997355  x   0.99995030  =   0.99992385
 AC6164!UTM  15      -   0.99997355  x   1.00000267  =   0.99997622
 AC6164
 AC6164                          SUPERSEDED SURVEY CONTROL
 AC6164
 AC6164  NAD 83(1997)-  38 31 16.25253(N)    090 55 32.80251(W) AD(       ) 1
 AC6164  NAD 83(1986)-  38 31 16.26538(N)    090 55 32.80131(W) AD(       ) 1
 AC6164
 AC6164.Superseded values are not recommended for survey control.
 AC6164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6164.See file dsdata.txt to determine how the superseded data were derived.
 AC6164
 AC6164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8082465683(NAD 83)
 AC6164_MARKER: DD = SURVEY DISK
 AC6164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6164_STAMPING: FR-17 1994
 AC6164_MARK LOGO: MODNR 
 AC6164_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6164+STABILITY: SURFACE MOTION
 AC6164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6164+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 AC6164
 AC6164  HISTORY     - Date     Condition        Report By
 AC6164  HISTORY     - 1994     MONUMENTED       MODNR
 AC6164  HISTORY     - 20051031 GOOD             EDSI
 AC6164
 AC6164                          STATION DESCRIPTION
 AC6164
 AC6164'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6164'STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6164'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) ESE OF WASHINGTON, MO ON THE
 AC6164'NORTH R/W OF MISSOURI HIGHWAY 100 IN THE NORTHWEST ANGLE OF ITS
 AC6164'INTERSECTION WITH JONES LANE.  IT IS 34.6 FT (10.5 M) SSW OF THE
 AC6164'SOUTHWEST BOLT IN THE LAST PANEL OF A GUARDRAIL ON THE WEST SIDE OF
 AC6164'JONES LANE, 25.8 FT (7.9 M) WNW OF A CPS NEAR THE CENTER LINE OF JONES
 AC6164'LANE, 30.0 FT (9.1 M) NNE OF THE EDGE OF HIGHWAY 100, 13.6 FT (4.1 M)
 AC6164'NORTHEAST OF A NAIL AND WASHER IN A STOP SIGN POST AND 2.8 FT (0.9 M)
 AC6164'SOUTHEAST OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS 0.3 MI (0.5
 AC6164'KM) WEST ON THE SOUTH R/W OF HIGHWAY 100 AND OPPOSITE A FIELD ENTRANCE
 AC6164'ROAD THAT GOES ACROSS A POND DAM. IT IS 29.4 FT (9.0 M) SSE OF AN
 AC6164'ASPHALT NAIL AT THE EDGE OF PAVEMENT, 26.4 FT (8.0 M) SSW OF ANOTHER,
 AC6164'29.6 FT (9.0 M) SOUTHWEST OF ANOTHER, AND 14.7 FT (4.5 M) NNE OF A
 AC6164'CARSONITE WITNESS POST. TO REACH THE AZIMUTH MARK FROM THE
 AC6164'INTERSECTION OF MISSOURI HIGHWAYS 47 AND 100 IN THE SOUTHEAST PART OF
 AC6164'WASHINGTON, MO, GO EAST ON HIGHWAY 100 FOR 4.25 MI (6.84 KM) TO THE
 AC6164'AZIMUTH MARK ON THE RIGHT (SOUTH) AS DESCRIBED. TO REACH THE STATION
 AC6164'FROM THE AZIMUTH MARK CONTINUE EAST ON MISSOURI HIGHWAY 100 FOR 0.30
 AC6164'MI (0.48 KM) TO INTERSECTION WITH JONES LANE AND THE STATION IN THE
 AC6164'NORTHWEST ANGLE ON THE LEFT AS DESCRIBED. CGS BM L 339 IS 0.05 MI
 AC6164'(0.08 KM) WEST OF STATION IN A ROCK OUTCROP ON THE SOUTH R/W. DATE OF
 AC6164'REPORT 12-18-1995
 AC6164
 AC6164                          STATION RECOVERY (2005)
 AC6164
 AC6164'RECOVERY NOTE BY ENGINEERING DESIGN SOURCE 2005 (BMB)
 AC6164'RCOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6165 ***********************************************************************
 AC6165  DESIGNATION -  FR 18
 AC6165  PID         -  AC6165
 AC6165  STATE/COUNTY-  MO/FRANKLIN
 AC6165  USGS QUAD   -  WASHINGTON EAST (1972)
 AC6165
 AC6165                         *CURRENT SURVEY CONTROL
 AC6165  ___________________________________________________________________
 AC6165* NAD 83(1997)-  38 31 54.89557(N)    090 57 59.50736(W)     ADJUSTED  
 AC6165* NAVD 88     -       155.10   (meters)     508.9    (feet)  LEVELING  
 AC6165  ___________________________________________________________________
 AC6165  X           -     -84,273.493 (meters)                     COMP
 AC6165  Y           -  -4,995,249.309 (meters)                     COMP
 AC6165  Z           -   3,951,878.679 (meters)                     COMP
 AC6165  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AC6165  ELLIP HEIGHT-         124.03  (meters)          (02/17/00) GPS OBS
 AC6165  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AC6165
 AC6165  HORZ ORDER  -  FIRST
 AC6165  VERT ORDER  -  THIRD ?
 AC6165  ELLP ORDER  -  FOURTH    CLASS I
 AC6165
 AC6165.The horizontal coordinates were established by GPS observations
 AC6165.and adjusted by the National Geodetic Survey in February 2000..
 AC6165
 AC6165.The orthometric height was determined by differential leveling.
 AC6165.The vertical network tie was performed by a horz. field party for horz.
 AC6165.obs reductions. Reset procedures were used to establish the elevation.
 AC6165
 AC6165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6165
 AC6165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6165
 AC6165.The ellipsoidal height was determined by GPS observations
 AC6165.and is referenced to NAD 83.
 AC6165
 AC6165.The geoid height was determined by GEOID03.
 AC6165
 AC6165;                    North         East     Units Scale Factor Converg.
 AC6165;SPC MO E     -   299,574.876   209,323.887   MT  0.99995370   -0 17 26.3
 AC6165;UTM  15      - 4,266,794.631   677,244.423   MT  0.99998689   +1 16 01.5
 AC6165
 AC6165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6165!SPC MO E     -   0.99998054  x   0.99995370  =   0.99993424
 AC6165!UTM  15      -   0.99998054  x   0.99998689  =   0.99996743
 AC6165
 AC6165                          SUPERSEDED SURVEY CONTROL
 AC6165
 AC6165  NAD 83(1997)-  38 31 54.90003(N)    090 57 59.50806(W) AD(       ) 1
 AC6165  NAD 83(1986)-  38 31 54.91259(N)    090 57 59.50693(W) AD(       ) 1
 AC6165
 AC6165.Superseded values are not recommended for survey control.
 AC6165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6165.See file dsdata.txt to determine how the superseded data were derived.
 AC6165
 AC6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7724466795(NAD 83)
 AC6165_MARKER: DD = SURVEY DISK
 AC6165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6165_STAMPING: FR-18 1994
 AC6165_MARK LOGO: MODNR 
 AC6165_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6165+STABILITY: SURFACE MOTION
 AC6165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6165+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6165
 AC6165  HISTORY     - Date     Condition        Report By
 AC6165  HISTORY     - 1994     MONUMENTED       MODNR
 AC6165
 AC6165                          STATION DESCRIPTION
 AC6165
 AC6165'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6165'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6165'STATION IS ABOUT 2 MI (3.2 KM) SOUTHEAST OF WASHINGTON, MO ON THE
 AC6165'NORTH R/W OF MISSOURI HIGHWAY 100 IN THE WEST PART OF A ROCK CUT ABOUT
 AC6165'100 FT (30.5 M) EAST OF THE ENTRANCE TO THE ANIMAL HOSPITAL. IT IS
 AC6165'15.8 FT (4.8 M) NORTHWEST OF A 60D NAIL AT THE EDGE OF PAVEMENT, 12.3
 AC6165'FT (3.7 M) NNE OF ANOTHER, 16.3 FT (5.0 M) EAST OF A 3RD 60D NAIL AT
 AC6165'THE EDGE OF PAVEMENT AND 280 FT (85.3 M) WEST OF CGS BM N 339. THE
 AC6165'AZIMUTH MARK IS 0.3 MI (0.5 KM) WEST ON THE SOUTH R/W OF MO. HIGHWAY
 AC6165'47.  IT IS 15.1 FT (4.6 M) SOUTHWEST OF AN ASPHALT NAIL AT THE EDGE OF
 AC6165'PAVEMENT, 18.3 FT (5.6 M) WSW OF AN ASPHALT NAIL AT THE EDGE OF
 AC6165'PAVEMENT, 55 FT (16.8 M) NNE OF A CARSONITE WITNESS POST AND 18.4 FT
 AC6165'(5.6 M) SSE OF AN ASPHALT NAIL AT THE EDGE OF PAVEMENT. TO REACH THE
 AC6165'AZIMUTH MARK FROM THE TRAFFIC LIGHT JUNCTION OF MISSOURI HIGHWAYS 47
 AC6165'AND 100 IN THE SOUTHEAST PART OF WASHINGTON, MO, GO EASTERLY ON
 AC6165'HIGHWAY 100 FOR 1.9 MI (3.1 KM) TO THE MARK ON THE RIGHT (SOUTHWEST)
 AC6165'SIDE AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK,
 AC6165'CONTINUE EASTERLY ON HIGHWAY 100 FOR 0.3 MI (0.5 KM) TO THE STATION ON
 AC6165'THE LEFT (NORTHEAST) SIDE JUST BEYOND THE ENTRANCE TO THE ANIMAL
 AC6165'HOSPITAL AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6166 ***********************************************************************
 AC6166  DESIGNATION -  FR 19
 AC6166  PID         -  AC6166
 AC6166  STATE/COUNTY-  MO/FRANKLIN
 AC6166  USGS QUAD   -  WASHINGTON WEST (1985)
 AC6166
 AC6166                         *CURRENT SURVEY CONTROL
 AC6166  ___________________________________________________________________
 AC6166* NAD 83(1997)-  38 32 12.92690(N)    091 00 18.72649(W)     ADJUSTED  
 AC6166* NAVD 88     -       157.26   (meters)     515.9    (feet)  LEVELING  
 AC6166  ___________________________________________________________________
 AC6166  X           -     -87,638.986 (meters)                     COMP
 AC6166  Y           -  -4,994,846.648 (meters)                     COMP
 AC6166  Z           -   3,952,314.955 (meters)                     COMP
 AC6166  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AC6166  ELLIP HEIGHT-         126.19  (meters)          (02/17/00) GPS OBS
 AC6166  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AC6166
 AC6166  HORZ ORDER  -  FIRST
 AC6166  VERT ORDER  -  THIRD ?
 AC6166  ELLP ORDER  -  FOURTH    CLASS I
 AC6166
 AC6166.The horizontal coordinates were established by GPS observations
 AC6166.and adjusted by the National Geodetic Survey in February 2000..
 AC6166
 AC6166.The orthometric height was determined by differential leveling.
 AC6166.The vertical network tie was performed by a horz. field party for horz.
 AC6166.obs reductions. Reset procedures were used to establish the elevation.
 AC6166
 AC6166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6166
 AC6166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6166
 AC6166.The ellipsoidal height was determined by GPS observations
 AC6166.and is referenced to NAD 83.
 AC6166
 AC6166.The geoid height was determined by GEOID03.
 AC6166
 AC6166;                    North         East     Units Scale Factor Converg.
 AC6166;SPC MO E     -   300,148.655   205,955.164   MT  0.99995721   -0 18 53.1
 AC6166;UTM  15      - 4,267,276.630   673,861.265   MT  0.99997226   +1 14 35.2
 AC6166
 AC6166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6166!SPC MO E     -   0.99998020  x   0.99995721  =   0.99993741
 AC6166!UTM  15      -   0.99998020  x   0.99997226  =   0.99995246
 AC6166
 AC6166                          SUPERSEDED SURVEY CONTROL
 AC6166
 AC6166  NAD 83(1997)-  38 32 12.93155(N)    091 00 18.72723(W) AD(       ) 1
 AC6166  NAD 83(1986)-  38 32 12.94387(N)    091 00 18.72626(W) AD(       ) 1
 AC6166
 AC6166.Superseded values are not recommended for survey control.
 AC6166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6166.See file dsdata.txt to determine how the superseded data were derived.
 AC6166
 AC6166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7386167277(NAD 83)
 AC6166_MARKER: DD = SURVEY DISK
 AC6166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6166_STAMPING: FR-19 1994
 AC6166_MARK LOGO: MODNR 
 AC6166_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6166+STABILITY: SURFACE MOTION
 AC6166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6166+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 AC6166
 AC6166  HISTORY     - Date     Condition        Report By
 AC6166  HISTORY     - 1994     MONUMENTED       MODNR
 AC6166  HISTORY     - 20050728 GOOD             GEOCAC
 AC6166  HISTORY     - 20051031 GOOD             EDSI
 AC6166
 AC6166                          STATION DESCRIPTION
 AC6166
 AC6166'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6166'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6166'STATION IS LOCATED IN THE SOUTHEAST PART OF WASHINGTON, MO ABOUT 0.1
 AC6166'MI (0.2 KM) SOUTH OF THE TRAFFIC LIGHT INTERSECTION OF MISSOURI
 AC6166'HIGHWAYS 100 AND 47.  IT IS ON MISSOURI HIGHWAY 47 RIGHT-OF-WAY AT THE
 AC6166'WEST EDGE OF THE WASHINGTON SQUARE SHOPPING CENTER 155 FT (47.2 M)
 AC6166'NORTH OF THE WEST ENTRANCE.  IT IS 41.8 FT (12.7 M) EAST OF A P.K.
 AC6166'NAIL AND WASHER ON THE EAST DRIVING STRIPE OF THE PRESENT 3-LANE
 AC6166'PAVEMENT, 4.2 FT (1.3 M) SOUTHEAST OF SOUTHWESTERN BELL TELEPHONE
 AC6166'RISER BOX 2, 11.9 FT (3.6 M) SOUTHWEST OF A P.K.  NAIL AND WASHER ON A
 AC6166'PARKING STRIPE, 12.6 FT (3.8 M) NORTHWEST OF A NAIL AND WASHER IN A
 AC6166'UTILITY POLE WITH A TRANSFORMER AND AN UNDERGROUND CABLE WARNING SIGN
 AC6166'AND 0.5 FT (15.2 CM) NORTH OF A CARSONITE WITNESS POST. THE AZIMUTH
 AC6166'MARK IS 0.4 MI (0.6 KM) SOUTH ON THE WEST R/W OF HIGHWAY 47 IN THE
 AC6166'SOUTHWEST ANGLE OF AN ENTRANCE TO A CHURCH AND TO A PRIVATE RESIDENCE.
 AC6166'IT IS 34.8 FT (10.6 M) SSE OF A METAL POST WITH SIGNS 7005, 7005A, AND
 AC6166'CHURCH, 4.7 FT (1.4 M) SOUTH OF BACK OF CURB, 26.0 FT (7.9 M) WEST OF
 AC6166'THE EDGE OF PAVEMENT, 15.4 FT (4.7 M) NORTHWEST OF A MAILBOX POST FOR
 AC6166'4255 STATE ROUTE 47 AND 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 AC6166'POST. TO REACH THE STATION FROM THE TRAFFIC LIGHT INTERSECTION OF
 AC6166'MISSOURI HIGHWAYS 47 AND 100 IN THE SOUTHEAST PART OF WASHINGTON, MO,
 AC6166'GO SOUTH FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT (EAST)
 AC6166'RIGHT-OF-WAY NEAR THE SOUTHWEST CORNER OF AN ASPHALT PARKING AREA JUST
 AC6166'SOUTH OF THE CONCRETE BLOCK TRASH ENCLOSURE AND LP TANK ON THE SOUTH
 AC6166'SIDE OF A KENTUCKY FRIED CHICKEN RESTAURANT AND AS DESCRIBED. TO REACH
 AC6166'THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 47 FOR 0.4 MI
 AC6166'(0.6 KM) TO MARK ON THE RIGHT (WEST) SIDE IN THE SOUTHWEST ANGLE OF A
 AC6166'DOUBLE PRIVATE ENTRANCE AS DESCRIBED. DATE OF REPORT 12-18-1995
 AC6166
 AC6166                          STATION RECOVERY (2005)
 AC6166
 AC6166'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 AC6166'STATION AND AZIMUTH MARK FOUND.
 AC6166
 AC6166                          STATION RECOVERY (2005)
 AC6166
 AC6166'RECOVERY NOTE BY ENGINEERING DESIGN SOURCE 2005 (BMB)
 AC6166'RCOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6167 ***********************************************************************
 AC6167  DESIGNATION -  FR 20
 AC6167  PID         -  AC6167
 AC6167  STATE/COUNTY-  MO/FRANKLIN
 AC6167  USGS QUAD   -  WASHINGTON WEST (1985)
 AC6167
 AC6167                         *CURRENT SURVEY CONTROL
 AC6167  ___________________________________________________________________
 AC6167* NAD 83(1997)-  38 33 19.79424(N)    091 02 36.53718(W)     ADJUSTED  
 AC6167* NAVD 88     -       155.98   (meters)     511.7    (feet)  LEVELING  
 AC6167  ___________________________________________________________________
 AC6167  X           -     -90,952.731 (meters)                     COMP
 AC6167  Y           -  -4,993,501.258 (meters)                     COMP
 AC6167  Z           -   3,953,926.740 (meters)                     COMP
 AC6167  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AC6167  ELLIP HEIGHT-         124.83  (meters)          (02/17/00) GPS OBS
 AC6167  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 AC6167
 AC6167  HORZ ORDER  -  FIRST
 AC6167  VERT ORDER  -  THIRD ?
 AC6167  ELLP ORDER  -  FOURTH    CLASS I
 AC6167
 AC6167.The horizontal coordinates were established by GPS observations
 AC6167.and adjusted by the National Geodetic Survey in February 2000..
 AC6167
 AC6167.The orthometric height was determined by differential leveling.
 AC6167.The vertical network tie was performed by a horz. field party for horz.
 AC6167.obs reductions. Reset procedures were used to establish the elevation.
 AC6167
 AC6167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6167
 AC6167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6167
 AC6167.The ellipsoidal height was determined by GPS observations
 AC6167.and is referenced to NAD 83.
 AC6167
 AC6167.The geoid height was determined by GEOID03.
 AC6167
 AC6167;                    North         East     Units Scale Factor Converg.
 AC6167;SPC MO E     -   302,229.438   202,629.912   MT  0.99996096   -0 20 19.5
 AC6167;UTM  15      - 4,269,266.235   670,480.642   MT  0.99995792   +1 13 11.1
 AC6167
 AC6167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6167!SPC MO E     -   0.99998041  x   0.99996096  =   0.99994137
 AC6167!UTM  15      -   0.99998041  x   0.99995792  =   0.99993833
 AC6167
 AC6167                          SUPERSEDED SURVEY CONTROL
 AC6167
 AC6167  NAD 83(1997)-  38 33 19.79900(N)    091 02 36.53794(W) AD(       ) 1
 AC6167  NAD 83(1986)-  38 33 19.81114(N)    091 02 36.53713(W) AD(       ) 1
 AC6167
 AC6167.Superseded values are not recommended for survey control.
 AC6167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6167.See file dsdata.txt to determine how the superseded data were derived.
 AC6167
 AC6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7048169266(NAD 83)
 AC6167_MARKER: DD = SURVEY DISK
 AC6167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6167_STAMPING: FR-20 1994
 AC6167_MARK LOGO: MODNR 
 AC6167_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6167+STABILITY: SURFACE MOTION
 AC6167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6167+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6167
 AC6167  HISTORY     - Date     Condition        Report By
 AC6167  HISTORY     - 1994     MONUMENTED       MODNR
 AC6167
 AC6167                          STATION DESCRIPTION
 AC6167
 AC6167'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6167'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6167'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF THE JUNCTION OF
 AC6167'MISSOURI HIGHWAYS 47 AND 100 IN WASHINGTON, MO AND ON THE NORTHEAST R/
 AC6167'OF HIGHWAY 100 AND OPPOSITE CGS BM T-334 WHICH IS ON THE SOUTHWEST R/W
 AC6167'OF HWY.  100.  IT IS 15.4 FT (4.7 M) NORTHEAST TO THE EDGE OF
 AC6167'PAVEMENT, 88.5 FT (27.0 M) WEST OF A NAIL AND SHINER IN A CORNER FENCE
 AC6167'POST AND 42.5 FT (13.0 M) SOUTHWEST OF A CARSONITE WITNESS POST AT THE
 AC6167'R/W FENCE. THE AZIMUTH MARK IS 0.4 MI (0.6 KM) WEST ON THE NORTH R/W
 AC6167'OF HWY. 100 BEHIND THE GUARDRAIL AT THE WEST END OF THE BRIDGE OVER
 AC6167'ST. JOHNS CREEK.  IT IS 108 FT (32.9 M) NORTHWEST OF THE NORTHWEST END
 AC6167'OF THE BRIDGE HANDRAIL, 3.6 FT (1.1 M) NORTHWEST OF THE EAST CORNER OF
 AC6167'THE 3RD POST FROM THE WEST END OF THE GUARDRAIL, 14.2 FT (4.3 M)
 AC6167'NORTHEAST OF THE EDGE OF PAVEMENT AND 4.4 FT (1.3 M) EAST OF THE WEST
 AC6167'CORNER OF THE 2ND POST FROM THE WEST END OF THE GUARDRAIL. TO REACH
 AC6167'THE STATION FROM THE TRAFFIC LIGHT INTERSECTION OF MISSOURI HIGHWAYS
 AC6167'47 AND 100 IN THE SOUTHEAST PART OF WASHINGTON, MO, GO WESTERLY ON
 AC6167'HWY.  100 FOR 2.4 MI (3.9 KM) TO THE STATION ON THE RIGHT (NORTHEAST)
 AC6167'SIDE AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC6167'CONTINUE NORTHWESTERLY ON HWY.  100 FOR 0.4 MI (0.6 KM) TO THE AZIMUTH
 AC6167'MARK ON THE RIGHT (NORTHEAST) SIDE JUST BEYOND ST.  JOHNS CREEK AS
 AC6167'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6168 ***********************************************************************
 AC6168  DESIGNATION -  FR 21
 AC6168  PID         -  AC6168
 AC6168  STATE/COUNTY-  MO/FRANKLIN
 AC6168  USGS QUAD   -  WASHINGTON WEST (1985)
 AC6168
 AC6168                         *CURRENT SURVEY CONTROL
 AC6168  ___________________________________________________________________
 AC6168* NAD 83(1997)-  38 32 19.99189(N)    091 04 24.53884(W)     ADJUSTED  
 AC6168* NAVD 88     -       159.3    (meters)     523.     (feet)  GPS OBS   
 AC6168  ___________________________________________________________________
 AC6168  X           -     -93,588.928 (meters)                     COMP
 AC6168  Y           -  -4,994,604.555 (meters)                     COMP
 AC6168  Z           -   3,952,486.637 (meters)                     COMP
 AC6168  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AC6168  ELLIP HEIGHT-         128.24  (meters)          (02/17/00) GPS OBS
 AC6168  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AC6168
 AC6168  HORZ ORDER  -  FIRST
 AC6168  ELLP ORDER  -  FOURTH    CLASS I
 AC6168
 AC6168.The horizontal coordinates were established by GPS observations
 AC6168.and adjusted by the National Geodetic Survey in February 2000..
 AC6168
 AC6168.The orthometric height was determined by GPS observations and a
 AC6168.high-resolution geoid model.
 AC6168
 AC6168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6168
 AC6168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6168
 AC6168.The ellipsoidal height was determined by GPS observations
 AC6168.and is referenced to NAD 83.
 AC6168
 AC6168.The geoid height was determined by GEOID03.
 AC6168
 AC6168;                    North         East     Units Scale Factor Converg.
 AC6168;SPC MO E     -   300,401.406   200,003.543   MT  0.99996410   -0 21 26.3
 AC6168;UTM  15      - 4,267,367.482   667,904.978   MT  0.99994719   +1 12 02.1
 AC6168
 AC6168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6168!SPC MO E     -   0.99997988  x   0.99996410  =   0.99994398
 AC6168!UTM  15      -   0.99997988  x   0.99994719  =   0.99992707
 AC6168
 AC6168                          SUPERSEDED SURVEY CONTROL
 AC6168
 AC6168  NAD 83(1997)-  38 32 19.99679(N)    091 04 24.53962(W) AD(       ) 1
 AC6168  NAD 83(1986)-  38 32 20.00888(N)    091 04 24.53887(W) AD(       ) 1
 AC6168
 AC6168.Superseded values are not recommended for survey control.
 AC6168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6168.See file dsdata.txt to determine how the superseded data were derived.
 AC6168
 AC6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6790567367(NAD 83)
 AC6168_MARKER: DD = SURVEY DISK
 AC6168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6168_STAMPING: FR-21 1994
 AC6168_MARK LOGO: MODNR 
 AC6168_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6168+STABILITY: SURFACE MOTION
 AC6168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6168+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6168
 AC6168  HISTORY     - Date     Condition        Report By
 AC6168  HISTORY     - 1994     MONUMENTED       MODNR
 AC6168
 AC6168                          STATION DESCRIPTION
 AC6168
 AC6168'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6168'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6168'THE STATION IS ABOUT 2.5 MI (4.0 KM) WSW OF WASHINGTON, MO NEAR THE
 AC6168'SOUTH END OF AND ON THE WEST SIDE OF MEALER LANE.  IT IS 17.7 FT (5.4
 AC6168'M) SOUTHWEST OF A NAIL AND WASHER IN THE POST FOR MAILBOX 4040, 24.5
 AC6168'FT (7.5 M) WEST OF THE CENTER LINE OF MEALER LANE, 47.8 FT (14.6 M)
 AC6168'WNW OF A NAIL AND WASHER IN A CORNER FENCE POST, 59.6 FT (18.2 M)
 AC6168'NORTHWEST OF A METAL POST WITH ENS NUMBERS 33A08 AND 33A09 SIGNS, 7.2
 AC6168'FT (2.2 M) NNW OF A NAIL AND WASHER IN UTILITY POLE NO. 32 (RISER BOX
 AC6168'32 IS ON THE EAST SIDE OF THIS POLE) AND 6.7 FT (2.0 M) NNW OF A
 AC6168'CARSONITE WITNESS POST AT THE UTILITY POLE. THE AZIMUTH MARK IS 0.35
 AC6168'MI (0.56 KM) NORTH ON THE WEST R/W OF MEALER LANE.  IT IS 24.0 FT (7.3
 AC6168'M) SOUTHEAST OF THE CENTER LINE OF ENTRANCE 33A05, 15.9 FT (4.8 M)
 AC6168'WEST OF A CPS NEAR THE CENTER LINE OF MEALER LANE, 35.0 FT (10.7 M)
 AC6168'NORTHWEST OF A NAIL AND WASHER IN UTILITY POLE 1036/1 (TELEPHONE RISER
 AC6168'BOX 27 IS ON THE WEST SIDE OF THIS POLE) , 51.7 FT (15.8 M) NNE OF AN
 AC6168'ALUMINUM NAIL 0.4 FT (12.2 CM) ABOVE THE TOP STRAND OF A FENCE IN A 12
 AC6168'IN CEDAR AND 2 FT (0.6 M) EAST OF A CARSONITE WITNESS POST. TO REACH
 AC6168'THE AZIMUTH MARK FROM THE TRAFFIC LIGHT INTERSECTION OF MISSOURI
 AC6168'HIGHWAYS 47 AND 100 IN THE SOUTHEAST PART OF WASHINGTON, MO, GO
 AC6168'WESTERLY ON HIGHWAY 100 FOR 3 3/4 MI TO ROUTE KK, TURN LEFT AND FOLLOW
 AC6168'ROUTE KK SOUTHERLY AND WESTERLY FOR 0.7 MI (1.1 KM) TO MEALER LANE ON
 AC6168'THE LEFT TURN LEFT AND GO SOUTH ON MEALER FOR 1.15 MI (1.85 KM) TO
 AC6168'AZIMUTH MARK ON THE RIGHT (WEST) SIDE BETWEEN CENTER LINES OF MEALER
 AC6168'LANE AND PRIVATE ENTRANCE 33A05 AS DESCRIBED. TO REACH THE STATION
 AC6168'FROM THE AZIMUTH MARK, GO SOUTH ON MEALER LANE FOR 0.35 MI (0.56 KM)
 AC6168'TO STATION ON THE RIGHT (WEST) SIDE JUST BEFORE REACHING PRIVATE
 AC6168'ENTRANCE 33A09 ON OPPOSITE SIDE OF ROAD. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6169 ***********************************************************************
 AC6169  DESIGNATION -  FR 22
 AC6169  PID         -  AC6169
 AC6169  STATE/COUNTY-  MO/FRANKLIN
 AC6169  USGS QUAD   -  WASHINGTON WEST (1985)
 AC6169
 AC6169                         *CURRENT SURVEY CONTROL
 AC6169  ___________________________________________________________________
 AC6169* NAD 83(1997)-  38 30 13.23938(N)    091 07 11.18670(W)     ADJUSTED  
 AC6169* NAVD 88     -       209.4    (meters)     687.     (feet)  GPS OBS   
 AC6169  ___________________________________________________________________
 AC6169  X           -     -97,672.534 (meters)                     COMP
 AC6169  Y           -  -4,997,000.299 (meters)                     COMP
 AC6169  Z           -   3,949,459.916 (meters)                     COMP
 AC6169  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AC6169  ELLIP HEIGHT-         178.36  (meters)          (02/17/00) GPS OBS
 AC6169  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AC6169
 AC6169  HORZ ORDER  -  FIRST
 AC6169  ELLP ORDER  -  FOURTH    CLASS I
 AC6169
 AC6169.The horizontal coordinates were established by GPS observations
 AC6169.and adjusted by the National Geodetic Survey in February 2000..
 AC6169
 AC6169.The orthometric height was determined by GPS observations and a
 AC6169.high-resolution geoid model.
 AC6169
 AC6169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6169
 AC6169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6169
 AC6169.The ellipsoidal height was determined by GPS observations
 AC6169.and is referenced to NAD 83.
 AC6169
 AC6169.The geoid height was determined by GEOID03.
 AC6169
 AC6169;                    North         East     Units Scale Factor Converg.
 AC6169;SPC MO E     -   296,519.373   195,941.506   MT  0.99996931   -0 23 09.1
 AC6169;UTM  15      - 4,263,376.601   663,950.050   MT  0.99993103   +1 10 15.0
 AC6169
 AC6169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6169!SPC MO E     -   0.99997202  x   0.99996931  =   0.99994133
 AC6169!UTM  15      -   0.99997202  x   0.99993103  =   0.99990305
 AC6169
 AC6169                          SUPERSEDED SURVEY CONTROL
 AC6169
 AC6169  NAD 83(1997)-  38 30 13.24442(N)    091 07 11.18750(W) AD(       ) 1
 AC6169  NAD 83(1986)-  38 30 13.25659(N)    091 07 11.18650(W) AD(       ) 1
 AC6169
 AC6169.Superseded values are not recommended for survey control.
 AC6169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6169.See file dsdata.txt to determine how the superseded data were derived.
 AC6169
 AC6169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6395063377(NAD 83)
 AC6169_MARKER: DD = SURVEY DISK
 AC6169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6169_STAMPING: FR-22 1994
 AC6169_MARK LOGO: MODNR 
 AC6169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6169+STABILITY: SURFACE MOTION
 AC6169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6169+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6169
 AC6169  HISTORY     - Date     Condition        Report By
 AC6169  HISTORY     - 1994     MONUMENTED       MODNR
 AC6169
 AC6169                          STATION DESCRIPTION
 AC6169
 AC6169'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6169'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6169'STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHWEST OF WASHINGTON, MO ON
 AC6169'THE SOUTH R/W OF ROUTE YY AT A T-JUNCTION WITH ST.  ANNS ROAD NORTH.
 AC6169'IT IS 12.4 FT (3.8 M) SOUTHWEST OF A CPS AT THE EDGE OF THE ROAD, 50.4
 AC6169'FT (15.4 M) NORTHWEST OF THE CENTER POST OF A BACKSTOP FENCE, 26.0 FT
 AC6169'(7.9 M) NORTHEAST OF A NAIL AND WASHER IN UTILITY POLE 35126, 29.6 FT
 AC6169'(9.0 M) SOUTHEAST OF THE CENTER LINE OF AN ENTRANCE TO THE WCU CLUB
 AC6169'PARKING LOT AND 4.9 FT (1.5 M) NORTH OF A CARSONITE WITNESS POST. THE
 AC6169'AZIMUTH MARK IS .25 MI (0.40 KM) NORTH ON THE WEST R/W OF ST. ANNS
 AC6169'ROAD.  IT IS 49.1 FT (15.0 M) SOUTHWEST OF A NAIL AND WASHER IN A
 AC6169'MAILBOX POST, 18.5 FT (5.6 M) WEST OF A CPS NEAR THE CENTER LINE OF
 AC6169'THE ROAD, 37.2 FT (11.3 M) NORTH OF A NAIL AND WASHER IN UTILITY POLE
 AC6169'35138, 14.9 FT (4.5 M) NORTH OF A CARSONITE WITNESS POST, 26.5 FT (8.1
 AC6169'M) SOUTH OF A BURIED CABLE LINE MARKER POST AND 34.5 FT (10.5 M) SOUTH
 AC6169'OF TELEPHONE RISER BOX F4/LD/2. TO REACH THE STATION FROM THE TRAFFIC
 AC6169'LIGHT INTERSECTION OF MISSOURI HIGHWAYS 47 AND 100 IN THE SOUTHEAST
 AC6169'PART OF WASHINGTON, MO, GO WESTERLY ON HIGHWAY 100 FOR 0.7 MI (1.1 KM)
 AC6169'TO JUNCTION WITH ROUTE A, TURN LEFT AND GO SOUTHERLY ON ROUTE A FOR
 AC6169'3.9 MI (6.3 KM) TO JUNCTION WITH ROUTE YY AT THE VILLAGE OF KRAKOW,
 AC6169'TURN RIGHT AND GO WESTERLY ON ROUTE YY FOR 4.2 MI (6.8 KM) TO THE
 AC6169'JUNCTION WITH ROUTE AJ ON THE LEFT (SOUTH) , CONTINUE WESTERLY FOR
 AC6169'0.15 MI (0.24 KM) ON ROUTE YY FOR 0.15 MI (0.24 KM) TO THE STATION ON
 AC6169'THE LEFT (SOUTH) SIDE BETWEEN A BALL FIELD AND ENTRANCE TO WCU CLUB
 AC6169'OPPOSITE ST.  ANNS ROAD NORTH AS DESCRIBED. TO REACH THE AZIMUTH MARK
 AC6169'FROM THE STATION, GO NORTH ON ST.  ANNS ROAD FOR 0.25 MI (0.40 KM) TO
 AC6169'MARK ON THE LEFT (WEST) AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6170 ***********************************************************************
 AC6170  DESIGNATION -  FR 23
 AC6170  PID         -  AC6170
 AC6170  STATE/COUNTY-  MO/FRANKLIN
 AC6170  USGS QUAD   -  UNION (1980)
 AC6170
 AC6170                         *CURRENT SURVEY CONTROL
 AC6170  ___________________________________________________________________
 AC6170* NAD 83(1997)-  38 29 50.77103(N)    091 02 52.43299(W)     ADJUSTED  
 AC6170* NAVD 88     -       228.2    (meters)     749.     (feet)  GPS OBS   
 AC6170  ___________________________________________________________________
 AC6170  X           -     -91,412.012 (meters)                     COMP
 AC6170  Y           -  -4,997,564.860 (meters)                     COMP
 AC6170  Z           -   3,948,929.426 (meters)                     COMP
 AC6170  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AC6170  ELLIP HEIGHT-         197.19  (meters)          (02/17/00) GPS OBS
 AC6170  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AC6170
 AC6170  HORZ ORDER  -  FIRST
 AC6170  ELLP ORDER  -  FOURTH    CLASS I
 AC6170
 AC6170.The horizontal coordinates were established by GPS observations
 AC6170.and adjusted by the National Geodetic Survey in February 2000..
 AC6170
 AC6170.The orthometric height was determined by GPS observations and a
 AC6170.high-resolution geoid model.
 AC6170
 AC6170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6170
 AC6170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6170
 AC6170.The ellipsoidal height was determined by GPS observations
 AC6170.and is referenced to NAD 83.
 AC6170
 AC6170.The geoid height was determined by GEOID03.
 AC6170
 AC6170;                    North         East     Units Scale Factor Converg.
 AC6170;SPC MO E     -   295,786.828   202,206.664   MT  0.99996145   -0 20 27.8
 AC6170;UTM  15      - 4,262,814.526   670,232.661   MT  0.99995688   +1 12 55.6
 AC6170
 AC6170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6170!SPC MO E     -   0.99996906  x   0.99996145  =   0.99993051
 AC6170!UTM  15      -   0.99996906  x   0.99995688  =   0.99992594
 AC6170
 AC6170                          SUPERSEDED SURVEY CONTROL
 AC6170
 AC6170  NAD 83(1997)-  38 29 50.77570(N)    091 02 52.43372(W) AD(       ) 1
 AC6170  NAD 83(1986)-  38 29 50.78817(N)    091 02 52.43244(W) AD(       ) 1
 AC6170
 AC6170.Superseded values are not recommended for survey control.
 AC6170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6170.See file dsdata.txt to determine how the superseded data were derived.
 AC6170
 AC6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7023362815(NAD 83)
 AC6170_MARKER: DD = SURVEY DISK
 AC6170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6170_STAMPING: FR-23 1994
 AC6170_MARK LOGO: MODNR 
 AC6170_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6170+STABILITY: SURFACE MOTION
 AC6170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6170+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6170
 AC6170  HISTORY     - Date     Condition        Report By
 AC6170  HISTORY     - 1994     MONUMENTED       MODNR
 AC6170
 AC6170                          STATION DESCRIPTION
 AC6170
 AC6170'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6170'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6170'STATION IS LOCATED 4 MI (6.4 KM) SSW OF WASHINGTON, MO AND 4 MI (6.4
 AC6170'KM) NNW OF UNION, MO ON THE WEST SIDE OF THE VILLAGE OF KRAKOW ON THE
 AC6170'NORTH R/W OF ROUTE YY OPPOSITE THE WEST ENTRANCE TO THE SCHOOL
 AC6170'BUILDING ON THE SOUTH SIDE OF YY.  IT IS 7.3 FT (2.2 M) SOUTH OF A CPS
 AC6170'NEAR THE SOUTH EDGE OF A PAVED PLAYGROUND AND PARKING AREA, 23.4 FT
 AC6170'(7.1 M) WEST OF A NAIL AND WASHER IN A UTILITY POLE WITH LIGHTS AND A
 AC6170'METER, 12.4 FT (3.8 M) NORTH OF A CPS AT THE EDGE OF PAVEMENT AND 70
 AC6170'FT (21.3 M) EAST OF THE WEST ENTRANCE TO THE PARKING LOT. THE AZIMUTH
 AC6170'MARK IS 0.25 MI (0.40 KM) WEST ON THE NORTH R/W OF ROUTE YY AT THE
 AC6170'BEGINNING OF A CURVE LEFT IT IS 9.1 FT (2.8 M) WSW OF A NAIL AND
 AC6170'WASHER IN A WOODEN POST IN THE R/W FENCE, 44.4 FT (13.5 M) WEST OF A
 AC6170'NAIL AND WASHER IN A CURVE ARROW SIGN POST, 17.9 FT (5.5 M) NORTH OF
 AC6170'AN ASPHALT NAIL NEAR THE EDGE OF PAVEMENT AND 2.6 FT (0.8 M) SOUTH OF
 AC6170'A CARSONITE WITNESS POST AT THE R/W FENCE. TO REACH THE STATION FROM
 AC6170'THE TRAFFIC LIGHT INTERSECTION OF MISSOURI HIGHWAYS 47 AND 100 IN THE
 AC6170'SOUTHEAST PART OF WASHINGTON, MO, GO WESTERLY ON HIGHWAY 100 FOR 0.7
 AC6170'MI (1.1 KM) TO THE JUNCTION WITH ROUTE A.  TURN LEFT AND FOLLOW ROUTE
 AC6170'A SOUTHERLY FOR 3.9 MI (6.3 KM) TO THE VILLAGE OF KRAKOW AND JUNCTION
 AC6170'WITH ROUTE YY, TURN RIGHT AND GO WESTERLY ON YY FOR 0.15 MI (0.24 KM)
 AC6170'TO STATION ON THE RIGHT (NORTH) SIDE JUST BEYOND FIRE STATION AND
 AC6170'OPPOSITE WEST ENTRANCE TO SCHOOL BUILDING ON THE SOUTH AS DESCRIBED.
 AC6170'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON ROUTE
 AC6170'YY FOR 0.25 MI (0.40 KM) TO MARK ON THE RIGHT (NORTH) SIDE AT THE
 AC6170'BEGINNING OF A CURVE AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6171 ***********************************************************************
 AC6171  DESIGNATION -  FR 24
 AC6171  PID         -  AC6171
 AC6171  STATE/COUNTY-  MO/FRANKLIN
 AC6171  USGS QUAD   -  UNION (1980)
 AC6171
 AC6171                         *CURRENT SURVEY CONTROL
 AC6171  ___________________________________________________________________
 AC6171* NAD 83(1997)-  38 29 49.30211(N)    091 00 10.68009(W)     ADJUSTED  
 AC6171* NAVD 88     -       173.7    (meters)     570.     (feet)  GPS OBS   
 AC6171  ___________________________________________________________________
 AC6171  X           -     -87,492.640 (meters)                     COMP
 AC6171  Y           -  -4,997,620.592 (meters)                     COMP
 AC6171  Z           -   3,948,860.083 (meters)                     COMP
 AC6171  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AC6171  ELLIP HEIGHT-         142.74  (meters)          (02/17/00) GPS OBS
 AC6171  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AC6171
 AC6171  HORZ ORDER  -  FIRST
 AC6171  ELLP ORDER  -  FOURTH    CLASS I
 AC6171
 AC6171.The horizontal coordinates were established by GPS observations
 AC6171.and adjusted by the National Geodetic Survey in February 2000..
 AC6171
 AC6171.The orthometric height was determined by GPS observations and a
 AC6171.high-resolution geoid model.
 AC6171
 AC6171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6171
 AC6171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6171
 AC6171.The ellipsoidal height was determined by GPS observations
 AC6171.and is referenced to NAD 83.
 AC6171
 AC6171.The geoid height was determined by GEOID03.
 AC6171
 AC6171;                    North         East     Units Scale Factor Converg.
 AC6171;SPC MO E     -   295,719.162   206,125.819   MT  0.99995703   -0 18 47.1
 AC6171;UTM  15      - 4,262,853.341   674,152.231   MT  0.99997351   +1 14 36.3
 AC6171
 AC6171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6171!SPC MO E     -   0.99997760  x   0.99995703  =   0.99993463
 AC6171!UTM  15      -   0.99997760  x   0.99997351  =   0.99995111
 AC6171
 AC6171                          SUPERSEDED SURVEY CONTROL
 AC6171
 AC6171  NAD 83(1997)-  38 29 49.30653(N)    091 00 10.68078(W) AD(       ) 1
 AC6171  NAD 83(1986)-  38 29 49.31913(N)    091 00 10.67953(W) AD(       ) 1
 AC6171
 AC6171.Superseded values are not recommended for survey control.
 AC6171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6171.See file dsdata.txt to determine how the superseded data were derived.
 AC6171
 AC6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7415262853(NAD 83)
 AC6171_MARKER: DD = SURVEY DISK
 AC6171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6171_STAMPING: FR-24 1994
 AC6171_MARK LOGO: MODNR 
 AC6171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6171+STABILITY: SURFACE MOTION
 AC6171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6171+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6171
 AC6171  HISTORY     - Date     Condition        Report By
 AC6171  HISTORY     - 1994     MONUMENTED       MODNR
 AC6171
 AC6171                          STATION DESCRIPTION
 AC6171
 AC6171'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6171'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6171'STATION IS 3.5 MI (5.6 KM) NORTH OF UNION, MO AND ON THE EAST R/W OF
 AC6171'MISSOURI HIGHWAY 47 IN THE NORTHEAST ANGLE OF THE JUNCTION WITH FOREST
 AC6171'HILLS DRIVE.  IT IS 28.9 FT (8.8 M) EAST OF THE EDGE OF PAVEMENT, 16.5
 AC6171'FT (5.0 M) NORTH OF THE BACK OF CURB OF FOREST HILLS DRIVE, 28.5 FT
 AC6171'(8.7 M) WNW OF A NAIL AND WASHER IN A CORNER FENCE POST AND 26.8 FT
 AC6171'(8.2 M) WEST OF A CARSONITE WITNESS POST AT THE R/W FENCE. THE AZIMUTH
 AC6171'MARK IS 0.3 MI (0.5 KM) NORTH ON THE EAST R/W OF HIGHWAY 47.  IT IS
 AC6171'27.1 FT (8.3 M) SOUTH OF THE 2ND POST OF A GUARDRAIL, 6.5 FT (2.0 M)
 AC6171'SOUTHWEST OF A CARSONITE POST, 60.3 FT (18.4 M) WNW OF A NAIL AND
 AC6171'WASHER 7 FT (2.1 M) ABOVE GROUND IN A UTILITY BRACE POLE AT THE R/W
 AC6171'FENCE AND 12.7 FT (3.9 M) EAST OF THE EDGE OF PAVEMENT. TO REACH THE
 AC6171'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50 WITH MISSOURI HIGHWAY 47
 AC6171'NORTH IN THE EAST PART OF UNION, MO, GO NORTH ON MISSOURI HIGHWAY 47
 AC6171'FOR 3.7 MI (6.0 KM) TO FOREST HILLS DRIVE AND STATION ON THE RIGHT
 AC6171'(EAST) SIDE IN THE NORTHEAST ANGLE AS DESCRIBED. TO REACH THE AZIMUTH
 AC6171'MARK FROM THE STATION, CONTINUE NORTH ON HIGHWAY 47 FOR 0.3 MI (0.5
 AC6171'KM) TO MARK ON THE RIGHT (EAST) SIDE JUST SOUTH OF GUARDRAIL AS
 AC6171'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6172 ***********************************************************************
 AC6172  DESIGNATION -  FR 25
 AC6172  PID         -  AC6172
 AC6172  STATE/COUNTY-  MO/FRANKLIN
 AC6172  USGS QUAD   -  UNION (1980)
 AC6172
 AC6172                         *CURRENT SURVEY CONTROL
 AC6172  ___________________________________________________________________
 AC6172* NAD 83(1997)-  38 27 18.00899(N)    091 00 09.07162(W)     ADJUSTED  
 AC6172* NAVD 88     -       165.7    (meters)     544.     (feet)  GPS OBS   
 AC6172  ___________________________________________________________________
 AC6172  X           -     -87,504.345 (meters)                     COMP
 AC6172  Y           -  -5,000,517.220 (meters)                     COMP
 AC6172  Z           -   3,945,202.882 (meters)                     COMP
 AC6172  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AC6172  ELLIP HEIGHT-         134.77  (meters)          (02/17/00) GPS OBS
 AC6172  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 AC6172
 AC6172  HORZ ORDER  -  FIRST
 AC6172  ELLP ORDER  -  FOURTH    CLASS I
 AC6172
 AC6172.The horizontal coordinates were established by GPS observations
 AC6172.and adjusted by the National Geodetic Survey in February 2000..
 AC6172
 AC6172.The orthometric height was determined by GPS observations and a
 AC6172.high-resolution geoid model.
 AC6172
 AC6172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6172
 AC6172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6172
 AC6172.The ellipsoidal height was determined by GPS observations
 AC6172.and is referenced to NAD 83.
 AC6172
 AC6172.The geoid height was determined by GEOID03.
 AC6172
 AC6172;                    North         East     Units Scale Factor Converg.
 AC6172;SPC MO E     -   291,054.116   206,139.337   MT  0.99995702   -0 18 45.1
 AC6172;UTM  15      - 4,258,190.304   674,292.403   MT  0.99997411   +1 14 33.2
 AC6172
 AC6172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6172!SPC MO E     -   0.99997885  x   0.99995702  =   0.99993588
 AC6172!UTM  15      -   0.99997885  x   0.99997411  =   0.99995296
 AC6172
 AC6172                          SUPERSEDED SURVEY CONTROL
 AC6172
 AC6172  NAD 83(1997)-  38 27 18.01323(N)    091 00 09.07227(W) AD(       ) 1
 AC6172  NAD 83(1986)-  38 27 18.02575(N)    091 00 09.07089(W) AD(       ) 1
 AC6172
 AC6172.Superseded values are not recommended for survey control.
 AC6172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6172.See file dsdata.txt to determine how the superseded data were derived.
 AC6172
 AC6172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7429258190(NAD 83)
 AC6172_MARKER: DD = SURVEY DISK
 AC6172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6172_STAMPING: FR-25 1994
 AC6172_MARK LOGO: MODNR 
 AC6172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6172+STABILITY: SURFACE MOTION
 AC6172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6172+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6172
 AC6172  HISTORY     - Date     Condition        Report By
 AC6172  HISTORY     - 1994     MONUMENTED       MODNR
 AC6172
 AC6172                          STATION DESCRIPTION
 AC6172
 AC6172'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6172'THE STATION IS A STANDARD MO DNR GRS MONUMENT.  THE AZIMUTH MARK IS A
 AC6172'GRS DISK GROUTED IN A DRILL HOLE IN ROCK OUTCROP. THE STATION IS
 AC6172'LOCATED IN THE EAST PART OF UNION, MO IN THE NORTHWEST ANGLE OF THE
 AC6172'TRAFFIC LIGHT INTERSECTION OF MISSOURI HIGHWAY 47 WITH ROUTE V (EAST)
 AC6172'AND CENTRAL AVENUE (WEST) .  IT IS 26.9 FT (8.2 M) SOUTH OF THE CENTER
 AC6172'OF THE WEST HEADWALL OF A 24 IN R.C.  P.  UNDER HIGHWAY 47, 10.3 FT
 AC6172'(3.1 M) NORTHWEST OF THE EDGE OF THE ASPHALT, 43.6 FT (13.3 M)
 AC6172'NORTHWEST OF A NAIL AND WASHER IN THE YIELD SIGN POST AND 54.00 FT
 AC6172'(16.46 M) EAST OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS .25 MI
 AC6172'(0.40 KM) NORTH ON THE WEST R/W OF HIGHWAY 47 IN THE NORTHWEST ANGLE
 AC6172'OF THE ENTRANCE TO CROSSPOINT CHRISTIAN SCHOOL.  IT IS ABOUT 4 FT (1.2
 AC6172'M) HIGHER THAN THE CENTER LINE ENTRANCE ON THE EXPOSED OUTCROP.  IT IS
 AC6172'3.5 FT (1.1 M) WEST OF THE EAST EDGE, 5 FT (1.5 M) NORTH OF THE SOUTH
 AC6172'EDGE, 21.5 FT (6.6 M) NORTH OF A CPS NEAR THE CENTER LINE OF THE
 AC6172'ENTRANCE, 55.7 FT (17.0 M) EAST OF A NAIL AND WASHER IN A GATE POST
 AC6172'AND 14.2 FT (4.3 M) SOUTHEAST OF A CARSONITE WITNESS POST. TO REACH
 AC6172'THE STATION FROM THE TRAFFIC LIGHT INTERSECTION OF U.S. HIGHWAY 50
 AC6172'WITH MISSOURI HIGHWAY 47 NORTH IN THE SOUTHEAST PART OF UNION, MO GO
 AC6172'NORTH ON HIGHWAY 47 FOR 3/4 MI TO TRAFFIC LIGHT INTERSECTION AND
 AC6172'STATION ON THE LEFT IN THE NORTHWEST ANGLE OF THE INTERSECTION AS
 AC6172'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 AC6172'HIGHWAY 47 FOR 0.25 MI (0.40 KM) TO PRIVATE ENTRANCE ON THE LEFT
 AC6172'(WEST) SIDE AND MARK ON ROCK LEDGE ON THE NORTH SIDE OF DRIVE AS
 AC6172'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6173 ***********************************************************************
 AC6173  DESIGNATION -  FR 26
 AC6173  PID         -  AC6173
 AC6173  STATE/COUNTY-  MO/FRANKLIN
 AC6173  USGS QUAD   -  UNION (1980)
 AC6173
 AC6173                         *CURRENT SURVEY CONTROL
 AC6173  ___________________________________________________________________
 AC6173* NAD 83(1997)-  38 26 35.95479(N)    091 01 49.52953(W)     ADJUSTED  
 AC6173* NAVD 88     -       224.8    (meters)     738.     (feet)  GPS OBS   
 AC6173  ___________________________________________________________________
 AC6173  X           -     -89,955.088 (meters)                     COMP
 AC6173  Y           -  -5,001,326.517 (meters)                     COMP
 AC6173  Z           -   3,944,224.064 (meters)                     COMP
 AC6173  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AC6173  ELLIP HEIGHT-         193.88  (meters)          (02/17/00) GPS OBS
 AC6173  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 AC6173
 AC6173  HORZ ORDER  -  FIRST
 AC6173  ELLP ORDER  -  FOURTH    CLASS I
 AC6173
 AC6173.The horizontal coordinates were established by GPS observations
 AC6173.and adjusted by the National Geodetic Survey in February 2000..
 AC6173
 AC6173.The orthometric height was determined by GPS observations and a
 AC6173.high-resolution geoid model.
 AC6173
 AC6173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6173
 AC6173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6173
 AC6173.The ellipsoidal height was determined by GPS observations
 AC6173.and is referenced to NAD 83.
 AC6173
 AC6173.The geoid height was determined by GEOID03.
 AC6173
 AC6173;                    North         East     Units Scale Factor Converg.
 AC6173;SPC MO E     -   289,771.115   203,696.270   MT  0.99995973   -0 19 47.3
 AC6173;UTM  15      - 4,256,841.470   671,885.024   MT  0.99996385   +1 13 29.5
 AC6173
 AC6173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6173!SPC MO E     -   0.99996958  x   0.99995973  =   0.99992931
 AC6173!UTM  15      -   0.99996958  x   0.99996385  =   0.99993343
 AC6173
 AC6173                          SUPERSEDED SURVEY CONTROL
 AC6173
 AC6173  NAD 83(1997)-  38 26 35.95912(N)    091 01 49.53020(W) AD(       ) 1
 AC6173  NAD 83(1986)-  38 26 35.97160(N)    091 01 49.52880(W) AD(       ) 1
 AC6173
 AC6173.Superseded values are not recommended for survey control.
 AC6173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6173.See file dsdata.txt to determine how the superseded data were derived.
 AC6173
 AC6173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7188556841(NAD 83)
 AC6173_MARKER: DD = SURVEY DISK
 AC6173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6173_STAMPING: FR-26 1994
 AC6173_MARK LOGO: MODNR 
 AC6173_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6173+STABILITY: SURFACE MOTION
 AC6173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6173+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6173
 AC6173  HISTORY     - Date     Condition        Report By
 AC6173  HISTORY     - 1994     MONUMENTED       MODNR
 AC6173
 AC6173                          STATION DESCRIPTION
 AC6173
 AC6173'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6173'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6173'STATION IS LOCATED ABOUT A MI WEST OF THE COURTHOUSE IN UNION, MO ON
 AC6173'THE NORTH SIDE OF OLD U.S.  HWY.  50 AND IN THE GRASSY AREA ON THE
 AC6173'EAST SIDE OF THE PARKING AREA ADJACENT TO FIRE STATION NO.  1.  IT IS
 AC6173'95 FT (29.0 M) NORTHEAST OF THE CENTER LINE OF OLD U.S.  50, 78.8 FT
 AC6173'(24.0 M) NORTHEAST OF A NAIL AND WASHER 4.2 FT (1.3 M) ABOVE GROUND IN
 AC6173'A UTILITY POLE ON THE EAST SIDE OF THE EAST ENTRANCE TO THE PARKING
 AC6173'AREA, 8.0 FT (2.4 M) SOUTHEAST OF A CPS 1.3 FT (0.4 M) FROM THE EDGE
 AC6173'OF THE PAVED LOT, 62.1 FT (18.9 M) SOUTHEAST OF THE NORTHEAST CORNER
 AC6173'OF A RETAINING WALL, 12.8 FT (3.9 M) SOUTHWEST OF THE CENTER OF A 2.5
 AC6173'IN IRON PIPE AND 8.9 FT (2.7 M) NORTHWEST OF A CARSONITE WITNESS POST
 AC6173'NEAR THE EAST PROPERTY LINE. THE AZIMUTH MARK IS ABOUT 1/3 MI
 AC6173'NORTHEAST OF THE STATION IN THE SOUTHEAST ANGLE OF THE TRAFFIC LIGHT
 AC6173'INTERSECTION OF INDEPENDENCE DRIVE WITH MAIN STREET.  IT IS 5.9 FT
 AC6173'(1.8 M) SOUTHWEST OF THE CENTER OF A TRAFFIC SIGNAL BASE, 2.8 FT (0.9
 AC6173'M) NORTHWEST OF A CARSONITE WITNESS POST 21.0 FT (6.4 M) NORTHEAST OF
 AC6173'A GAS PIPELINE MARKER POST, 40 FT (12.2 M) EAST OF THE CENTER LINE OF
 AC6173'INDEPENDENCE AND 7.4 FT (2.3 M) SOUTHEAST OF THE BACK OF CURB IN THE
 AC6173'CORNER RADIUS. TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF MAIN
 AC6173'AND OAK STREETS AT THE NORTHEAST CORNER OF THE COURTHOUSE IN UNION,
 AC6173'MO, GO WEST ON MAIN STREET FOR 1.05 MI (1.69 KM) TO THE TRAFFIC LIGHT
 AC6173'INTERSECTION WITH INDEPENDENCE DRIVE AND THE AZIMUTH MARK ON THE LEFT
 AC6173'(SOUTH) SIDE IN THE SOUTHEAST ANGLE OF THE INTERSECTION AS DESCRIBED.
 AC6173'TO REACH THE STATION FROM THE AZIMUTH MARK TURN LEFT AND GO SOUTH ON
 AC6173'INDEPENDENCE DRIVE FOR 0.55 MI (0.89 KM) TO A STOP SIGN INTERSECTION
 AC6173'WHERE SPRINGFIELD AVENUE GOES EAST AND OLD U.S.  HWY.  50 GOES WEST,
 AC6173'TURN RIGHT AND GO WEST ON OLD U.S.  50 FOR 0.45 MI (0.72 KM) TO EAST
 AC6173'ENTRANCE OF FIRE STATION NO.  1 AND STATION ON THE RIGHT (NORTH) SIDE
 AC6173'AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6174 ***********************************************************************
 AC6174  DESIGNATION -  FR 27
 AC6174  PID         -  AC6174
 AC6174  STATE/COUNTY-  MO/FRANKLIN
 AC6174  USGS QUAD   -  UNION (1980)
 AC6174
 AC6174                         *CURRENT SURVEY CONTROL
 AC6174  ___________________________________________________________________
 AC6174* NAD 83(1997)-  38 26 04.72055(N)    091 05 41.46863(W)     ADJUSTED  
 AC6174* NAVD 88     -       229.3    (meters)     752.     (feet)  GPS OBS   
 AC6174  ___________________________________________________________________
 AC6174  X           -     -95,590.392 (meters)                     COMP
 AC6174  Y           -  -5,001,824.368 (meters)                     COMP
 AC6174  Z           -   3,943,472.466 (meters)                     COMP
 AC6174  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AC6174  ELLIP HEIGHT-         198.37  (meters)          (02/17/00) GPS OBS
 AC6174  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 AC6174
 AC6174  HORZ ORDER  -  FIRST
 AC6174  ELLP ORDER  -  FOURTH    CLASS I
 AC6174
 AC6174.The horizontal coordinates were established by GPS observations
 AC6174.and adjusted by the National Geodetic Survey in February 2000..
 AC6174
 AC6174.The orthometric height was determined by GPS observations and a
 AC6174.high-resolution geoid model.
 AC6174
 AC6174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6174
 AC6174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6174
 AC6174.The ellipsoidal height was determined by GPS observations
 AC6174.and is referenced to NAD 83.
 AC6174
 AC6174.The geoid height was determined by GEOID03.
 AC6174
 AC6174;                    North         East     Units Scale Factor Converg.
 AC6174;SPC MO E     -   288,842.409   198,065.774   MT  0.99996654   -0 22 11.2
 AC6174;UTM  15      - 4,255,760.375   666,281.855   MT  0.99994052   +1 11 04.4
 AC6174
 AC6174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6174!SPC MO E     -   0.99996888  x   0.99996654  =   0.99993542
 AC6174!UTM  15      -   0.99996888  x   0.99994052  =   0.99990940
 AC6174
 AC6174                          SUPERSEDED SURVEY CONTROL
 AC6174
 AC6174  NAD 83(1997)-  38 26 04.72522(N)    091 05 41.46936(W) AD(       ) 1
 AC6174  NAD 83(1986)-  38 26 04.73757(N)    091 05 41.46808(W) AD(       ) 1
 AC6174
 AC6174.Superseded values are not recommended for survey control.
 AC6174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6174.See file dsdata.txt to determine how the superseded data were derived.
 AC6174
 AC6174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6628255760(NAD 83)
 AC6174_MARKER: DD = SURVEY DISK
 AC6174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6174_STAMPING: FR-27 1994
 AC6174_MARK LOGO: MODNR 
 AC6174_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6174+STABILITY: SURFACE MOTION
 AC6174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6174+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6174
 AC6174  HISTORY     - Date     Condition        Report By
 AC6174  HISTORY     - 1994     MONUMENTED       MODNR
 AC6174
 AC6174                          STATION DESCRIPTION
 AC6174
 AC6174'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6174'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6174'STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF U.S.  HWY.  50 ABOUT
 AC6174'5.5 MI (8.9 KM) EAST OF BEAUFORT, MO, 4.5 MI (7.2 KM) WEST OF UNION,
 AC6174'MO AND 0.2 MI (0.3 KM) EAST OF THE HWY.  50 JUNCTION WITH ROUTE EE.
 AC6174'IT IS 7.1 FT (2.2 M) SSW OF A NAIL AND WASHER IN AN OAK FENCE POST,
 AC6174'4.8 FT (1.5 M) NORTHWEST OF A 1.5 IN STEEL MAILBOX POST FOR D.
 AC6174'FREIBERGER, BOX 240A, LESLIE, MO 63056, 14.9 FT (4.5 M) NORTHWEST OF A
 AC6174'CPS AT THE EDGE OF PAVEMENT, 19.8 FT (6.0 M) NORTHEAST OF A NAIL AND
 AC6174'WASHER IN A WEST GATE POST AND 3.1 FT (0.9 M) SOUTHEAST OF A CARSONITE
 AC6174'WITNESS POST AT THE RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS ABOUT 0.35
 AC6174'MI (0.56 KM) SOUTHWEST ON THE WEST RIGHT-OF-WAY OF ROUTE EE.  IT IS
 AC6174'12.3 FT (3.7 M) WEST OF A CPS AT THE EDGE OF PAVEMENT, 25.5 FT (7.8 M)
 AC6174'WEST OF THE CENTER LINE OF EE, 8.0 FT (2.4 M) NNE OF A NAIL AND WASHER
 AC6174'IN A RAILROAD TIE FENCE POST AT AN ANGLE POINT IN THE FENCE AND 5.0 FT
 AC6174'(1.5 M) EAST OF A CARSONITE WITNESS POST AT THE RIGHT-OF-WAY FENCE. TO
 AC6174'REACH THE STATION FROM THE TRAFFIC LIGHT INTERSECTION OF U.S. HIGHWAY
 AC6174'50 WITH MISSOURI HIGHWAY 47 NORTH IN THE SOUTHEAST PART OF UNION, MO,
 AC6174'GO WEST ON U.S.  50 FOR 5.95 MI (9.58 KM) TO THE STATION ON THE RIGHT
 AC6174'(NORTH) SIDE AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC6174'CONTINUE WEST ON U.S.  50 FOR 0.2 MI (0.3 KM) TO JUNCTION WITH ROUTE
 AC6174'EE ON THE LEFT TURN LEFT AND GO SOUTH ON ROUTE EE FOR 0.2 MI (0.3 KM)
 AC6174'TO AZIMUTH MARK ON THE RIGHT (WEST) SIDE AS DESCRIBED. DATE OF REPORT
 AC6174'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6175 ***********************************************************************
 AC6175  DESIGNATION -  FR 28
 AC6175  PID         -  AC6175
 AC6175  STATE/COUNTY-  MO/FRANKLIN
 AC6175  USGS QUAD   -  UNION (1980)
 AC6175
 AC6175                         *CURRENT SURVEY CONTROL
 AC6175  ___________________________________________________________________
 AC6175* NAD 83(1997)-  38 24 46.73531(N)    091 03 01.26699(W)     ADJUSTED  
 AC6175* NAVD 88     -       164.1    (meters)     538.     (feet)  GPS OBS   
 AC6175  ___________________________________________________________________
 AC6175  X           -     -91,732.010 (meters)                     COMP
 AC6175  Y           -  -5,003,340.334 (meters)                     COMP
 AC6175  Z           -   3,941,548.090 (meters)                     COMP
 AC6175  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AC6175  ELLIP HEIGHT-         133.29  (meters)          (02/17/00) GPS OBS
 AC6175  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 AC6175
 AC6175  HORZ ORDER  -  FIRST
 AC6175  ELLP ORDER  -  FOURTH    CLASS I
 AC6175
 AC6175.The horizontal coordinates were established by GPS observations
 AC6175.and adjusted by the National Geodetic Survey in February 2000..
 AC6175
 AC6175.The orthometric height was determined by GPS observations and a
 AC6175.high-resolution geoid model.
 AC6175
 AC6175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6175
 AC6175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6175
 AC6175.The ellipsoidal height was determined by GPS observations
 AC6175.and is referenced to NAD 83.
 AC6175
 AC6175.The geoid height was determined by GEOID03.
 AC6175
 AC6175;                    North         East     Units Scale Factor Converg.
 AC6175;SPC MO E     -   286,413.765   201,936.608   MT  0.99996177   -0 20 31.0
 AC6175;UTM  15      - 4,253,437.631   670,217.066   MT  0.99995683   +1 12 42.0
 AC6175
 AC6175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6175!SPC MO E     -   0.99997909  x   0.99996177  =   0.99994086
 AC6175!UTM  15      -   0.99997909  x   0.99995683  =   0.99993592
 AC6175
 AC6175                          SUPERSEDED SURVEY CONTROL
 AC6175
 AC6175  NAD 83(1997)-  38 24 46.73952(N)    091 03 01.26765(W) AD(       ) 1
 AC6175  NAD 83(1986)-  38 24 46.75190(N)    091 03 01.26625(W) AD(       ) 1
 AC6175
 AC6175.Superseded values are not recommended for survey control.
 AC6175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6175.See file dsdata.txt to determine how the superseded data were derived.
 AC6175
 AC6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7021753438(NAD 83)
 AC6175_MARKER: DD = SURVEY DISK
 AC6175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6175_STAMPING: FR-28 1994
 AC6175_MARK LOGO: MODNR 
 AC6175_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6175+STABILITY: SURFACE MOTION
 AC6175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6175+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6175
 AC6175  HISTORY     - Date     Condition        Report By
 AC6175  HISTORY     - 1994     MONUMENTED       MODNR
 AC6175
 AC6175                          STATION DESCRIPTION
 AC6175
 AC6175'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6175'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6175'STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF ROUTE UU ABOUT 3 MI
 AC6175'(4.8 KM) SOUTHWEST OF UNION, MO AND ABOUT 5 MI (8.0 KM) NORTHWEST OF
 AC6175'ST.  CLAIR, MO.  IT IS 12.3 FT (3.7 M) WEST OF A CPS AT THE EDGE OF
 AC6175'PAVEMENT, 48.2 FT (14.7 M) NORTHWEST OF A STEEL PIPE SUPPORTING
 AC6175'MAILBOX 906, 49.1 FT (15.0 M) NORTH OF A POST FOR ENS UU2/170, 29.9 FT
 AC6175'(9.1 M) EAST OF A CARSONITE WITNESS POST AND 100.1 FT (30.5 M)
 AC6175'SOUTHEAST OF A NAIL AND WASHER 7 FT (2.1 M) ABOVE GROUND IN A UTILITY
 AC6175'POLE. THE AZIMUTH MARK IS .25 MI (0.40 KM) NORTH ON THE EAST
 AC6175'RIGHT-OF-WAY OF ROUTE UU ON THE BACK SLOP OF A CUT.  IT IS 6.1 FT (1.9
 AC6175'M) WEST OF A CARSONITE WITNESS POST, 220 FT (67.1 M) NORTH OF A FIELD
 AC6175'ENTRANCE IN THE EAST SIDE OF THE CUT, 25.7 FT (7.8 M) NORTHEAST OF A
 AC6175'PK NAIL AND WASHER AT THE EDGE OF PAVEMENT, 21.6 FT (6.6 M) EAST OF A
 AC6175'CPS AT THE EDGE OF PAVEMENT, AND 26.7 FT (8.1 M) SOUTHEAST OF A PK
 AC6175'NAIL AND WASHER AT THE EDGE OF PAVEMENT. TO REACH THE STATION FROM THE
 AC6175'TRAFFIC LIGHT JUNCTION WITH U.S. HIGHWAY 50 WITH MISSOURI HIGHWAY 47
 AC6175'NORTH IN THE SOUTHEAST PART OF UNION, MO, GO WEST ON U.S.  50 FOR 2.45
 AC6175'MI (3.94 KM) TO ROUTE UU ON THE LEFT TURN LEFT AND GO SOUTH ON ROUTE
 AC6175'UU FOR 1.85 MI (2.98 KM) TO THE AZIMUTH MARK ON THE LEFT (EAST SIDE)
 AC6175'AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE
 AC6175'SOUTH ON ROUTE UU FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT
 AC6175'(EAST) SIDE AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6176 ***********************************************************************
 AC6176  DESIGNATION -  FR 29
 AC6176  PID         -  AC6176
 AC6176  STATE/COUNTY-  MO/FRANKLIN
 AC6176  USGS QUAD   -  UNION (1980)
 AC6176
 AC6176                         *CURRENT SURVEY CONTROL
 AC6176  ___________________________________________________________________
 AC6176* NAD 83(1997)-  38 24 14.61283(N)    091 01 11.99883(W)     ADJUSTED  
 AC6176* NAVD 88     -       170.2    (meters)     558.     (feet)  GPS OBS   
 AC6176  ___________________________________________________________________
 AC6176  X           -     -89,092.532 (meters)                     COMP
 AC6176  Y           -  -5,004,008.241 (meters)                     COMP
 AC6176  Z           -   3,940,775.696 (meters)                     COMP
 AC6176  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AC6176  ELLIP HEIGHT-         139.35  (meters)          (02/17/00) GPS OBS
 AC6176  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 AC6176
 AC6176  HORZ ORDER  -  FIRST
 AC6176  ELLP ORDER  -  FOURTH    CLASS I
 AC6176
 AC6176.The horizontal coordinates were established by GPS observations
 AC6176.and adjusted by the National Geodetic Survey in February 2000..
 AC6176
 AC6176.The orthometric height was determined by GPS observations and a
 AC6176.high-resolution geoid model.
 AC6176
 AC6176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6176
 AC6176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6176
 AC6176.The ellipsoidal height was determined by GPS observations
 AC6176.and is referenced to NAD 83.
 AC6176
 AC6176.The geoid height was determined by GEOID03.
 AC6176
 AC6176;                    North         East     Units Scale Factor Converg.
 AC6176;SPC MO E     -   285,407.956   204,581.768   MT  0.99995873   -0 19 22.9
 AC6176;UTM  15      - 4,252,503.900   672,888.527   MT  0.99996812   +1 13 49.0
 AC6176
 AC6176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6176!SPC MO E     -   0.99997814  x   0.99995873  =   0.99993687
 AC6176!UTM  15      -   0.99997814  x   0.99996812  =   0.99994626
 AC6176
 AC6176                          SUPERSEDED SURVEY CONTROL
 AC6176
 AC6176  NAD 83(1997)-  38 24 14.61694(N)    091 01 11.99947(W) AD(       ) 1
 AC6176  NAD 83(1986)-  38 24 14.62935(N)    091 01 11.99805(W) AD(       ) 1
 AC6176
 AC6176.Superseded values are not recommended for survey control.
 AC6176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6176.See file dsdata.txt to determine how the superseded data were derived.
 AC6176
 AC6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7288952504(NAD 83)
 AC6176_MARKER: DD = SURVEY DISK
 AC6176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6176_STAMPING: FR-29 1994
 AC6176_MARK LOGO: MODNR 
 AC6176_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6176+STABILITY: SURFACE MOTION
 AC6176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6176+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6176
 AC6176  HISTORY     - Date     Condition        Report By
 AC6176  HISTORY     - 1994     MONUMENTED       MODNR
 AC6176
 AC6176                          STATION DESCRIPTION
 AC6176
 AC6176'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6176'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6176'THE STATION IS ABOUT 4.5 MI (7.2 KM) NNW OF ST.  CLAIR, MO, 3 MI (4.8
 AC6176'KM) SSW OF UNION, MO AND IN THE NORTHWEST ANGLE OF THE T-JUNCTION AT
 AC6176'THE SOUTH END OF NORTH BEND ROAD WITH NORTH BEND LOOP ROAD WEST AND
 AC6176'ROUTE AD EAST.  IT IS 17.5 FT (5.3 M) WSW OF A NAIL AND WASHER IN A
 AC6176'UTILITY POLE WITH A TRANSFORMER 16.4 FT (5.0 M) WEST OF A ROAD NAME
 AC6176'SIGN POST 34 FT (10.4 M) WEST OF NORTH BEND RD., 22.7 FT (6.9 M) NORTH
 AC6176'OF A CPS NEAR THE CENTER LINE OF NORTH BEND LOOP ROAD AND 1.4 FT (0.4
 AC6176'M) SOUTH OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS 0.4 MI (0.6
 AC6176'KM) NORTH ON THE EAST SIDE OF NORTH BEND RD.  IT IS 17.3 FT (5.3 M)
 AC6176'WSW OF AN ALUMINUM NAIL IN THE NORTH SIDE OF A 28 IN OAK, 8.4 FT (2.6
 AC6176'M) WNW OF A NAIL AND WASHER IN A UTILITY POLE WITH A TRANSFORMER, 9.2
 AC6176'FT (2.8 M) NORTHWEST OF A CARSONITE WITNESS POST AT A STUB UTILITY
 AC6176'POLE, 20.7 FT (6.3 M) NNW OF A SOUTH WESTERN BELL TELEPHONE RISER BO
 AC6176'28/4, 69.5 FT (21.2 M) NNE OF THE POST FOR ENS SIGN NB2-330 AND 22.0
 AC6176'FT (6.7 M) WEST OF A CPS NEAR THE CENTER LINE OF THE ROAD. TO REACH
 AC6176'THE STATION FROM THE CENTER OF I-44 EXIT 240 IN THE NORTH PART OF ST.
 AC6176'CLAIR, MO, GO NORTH ON MISSOURI HWY.  47 FOR 2.2 MI (3.5 KM) TO A
 AC6176'CROSSROAD JUNCTION (SCHUCHART RD.  EAST AND ROUTE AD WEST) .  TURN
 AC6176'LEFT AND FOLLOW ROUTE AD WESTERLY, NORTHERLY AND WESTERLY FOR 2.5 MI
 AC6176'(4.0 KM) TO THE END OF STATE MAINTENANCE AT A T-JUNCTION (ROUTE AD
 AC6176'ENDS, NORTH BEND LOOP RD.  CONTINUES WEST AND NORTH BEND RD.  GOES
 AC6176'NORTH) AND THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF THE
 AC6176'INTERSECTION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC6176'GO NORTH ON NORTH BEND ROAD FOR 0.4 MI (0.6 KM) TO THE MARK ON THE
 AC6176'RIGHT (EAST) AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6177 ***********************************************************************
 AC6177  DESIGNATION -  FR 30
 AC6177  PID         -  AC6177
 AC6177  STATE/COUNTY-  MO/FRANKLIN
 AC6177  USGS QUAD   -  MOSELLE (1980)
 AC6177
 AC6177                         *CURRENT SURVEY CONTROL
 AC6177  ___________________________________________________________________
 AC6177* NAD 83(1997)-  38 24 21.34617(N)    090 59 04.36053(W)     ADJUSTED  
 AC6177* NAVD 88     -       209.2    (meters)     686.     (feet)  GPS OBS   
 AC6177  ___________________________________________________________________
 AC6177  X           -     -85,994.305 (meters)                     COMP
 AC6177  Y           -  -5,003,964.074 (meters)                     COMP
 AC6177  Z           -   3,940,962.676 (meters)                     COMP
 AC6177  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AC6177  ELLIP HEIGHT-         178.43  (meters)          (02/17/00) GPS OBS
 AC6177  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AC6177
 AC6177  HORZ ORDER  -  FIRST
 AC6177  ELLP ORDER  -  FOURTH    CLASS I
 AC6177
 AC6177.The horizontal coordinates were established by GPS observations
 AC6177.and adjusted by the National Geodetic Survey in February 2000..
 AC6177
 AC6177.The orthometric height was determined by GPS observations and a
 AC6177.high-resolution geoid model.
 AC6177
 AC6177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6177
 AC6177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6177
 AC6177.The ellipsoidal height was determined by GPS observations
 AC6177.and is referenced to NAD 83.
 AC6177
 AC6177.The geoid height was determined by GEOID03.
 AC6177
 AC6177;                    North         East     Units Scale Factor Converg.
 AC6177;SPC MO E     -   285,598.699   207,679.623   MT  0.99995538   -0 18 03.7
 AC6177;UTM  15      - 4,252,778.554   675,980.127   MT  0.99998140   +1 15 08.6
 AC6177
 AC6177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6177!SPC MO E     -   0.99997200  x   0.99995538  =   0.99992739
 AC6177!UTM  15      -   0.99997200  x   0.99998140  =   0.99995340
 AC6177
 AC6177                          SUPERSEDED SURVEY CONTROL
 AC6177
 AC6177  NAD 83(1997)-  38 24 21.35015(N)    090 59 04.36115(W) AD(       ) 1
 AC6177  NAD 83(1986)-  38 24 21.36269(N)    090 59 04.35971(W) AD(       ) 1
 AC6177
 AC6177.Superseded values are not recommended for survey control.
 AC6177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6177.See file dsdata.txt to determine how the superseded data were derived.
 AC6177
 AC6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7598052779(NAD 83)
 AC6177_MARKER: DD = SURVEY DISK
 AC6177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6177_STAMPING: FR-30 1994
 AC6177_MARK LOGO: MODNR 
 AC6177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6177+STABILITY: SURFACE MOTION
 AC6177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6177+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6177
 AC6177  HISTORY     - Date     Condition        Report By
 AC6177  HISTORY     - 1994     MONUMENTED       MODNR
 AC6177
 AC6177                          STATION DESCRIPTION
 AC6177
 AC6177'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6177'STATION IS A STANDARD MO DNR GRS INSTALLATION, AZIMUTH MARK IS USGS BM
 AC6177'TT 978 ERA DESCRIBED BELOW. THE STATION IS ABOUT 4 MI (6.4 KM) NORTH
 AC6177'OF ST.  CLAIR, MO AND 3 MI (4.8 KM) SSE OF UNION, MO ON THE EAST
 AC6177'RIGHT-OF-WAY OF MISSOURI HIGHWAY 47 IN THE SOUTHEAST ANGLE OF A
 AC6177'PRIVATE ENTRANCE.  IT IS 36.0 FT (11.0 M) SSW OF A NAIL AND WASHER IN
 AC6177'THE NORTH GATE POST, 11.7 FT (3.6 M) SOUTHWEST OF A CARSONITE WITNESS
 AC6177'POST AT A UTILITY POLE, 14.7 FT (4.5 M) WEST OF A NAIL AND WASHER IN A
 AC6177'BRACE POST IN THE RIGHT-OF-WAY FENCE, 25.3 FT (7.7 M) NNW OF A BELL
 AC6177'TELEPHONE RISER BOX, 26.2 FT (8.0 M) EAST OF A CPS AT THE EDGE OF
 AC6177'PAVEMENT, 14.2 FT (4.3 M) SOUTHEAST OF A NAIL AND WASHER IN THE POST
 AC6177'FOR MAILBOX 760A AND 23.7 FT (7.2 M) SOUTH OF A CPS NEAR THE CENTER
 AC6177'LINE OF THE ENTRANCE. THE AZIMUTH MARK DESCRIBED BELOW IS 0.35 MI
 AC6177'(0.56 KM) NORTH ON THE EAST RIGHT-OF-WAY OF HIGHWAY 47.  IT IS ON THE
 AC6177'WEST SIDE OF A 42 IN OAK STUMP FLUSH WITH THE GROUND.  IT IS 47.3 FT
 AC6177'(14.4 M) WSW OF THE SOUTHWEST CORNER OF THE CONCRETE PORCH OF THE
 AC6177'RESIDENCE, 6.6 FT (2.0 M) NORTH OF A NAIL AND WASHER IN THE MAILBOX
 AC6177'POST, 9.7 FT (3.0 M) EAST OF A CPS AT THE EDGE OF PAVEMENT, 75 FT
 AC6177'(22.9 M) SOUTH OF THE CENTER LINE OF THE ENTRANCE AND 2.2 FT (0.7 M)
 AC6177'SOUTHWEST OF A CARSONITE WITNESS POST. TO REACH THE STATION FROM THE
 AC6177'CENTER OF I-44 EXIT 240 IN THE NORTHEAST PART OF ST.  CLAIR, MO, GO
 AC6177'NORTH ON MISSOURI HIGHWAY 47 FOR 2.2 MI (3.5 KM) TO A JUNCTION WITH
 AC6177'ROUTE AD.  CONTINUE NORTH ON 47 FOR 0.95 MI (1.53 KM) TO THE STATION
 AC6177'ON THE RIGHT (EAST) SIDE AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM
 AC6177'THE STATION, CONTINUE NORTH ON HIGHWAY 47 FOR 0.35 MI (0.56 KM) TO THE
 AC6177'AZIMUTH MARK AT A TWO STORY FRAME RESIDENCE ON THE RIGHT (EAST) SIDE
 AC6177'AS DESCRIBED. TT 978 ERA IS A STANDARD USGS BM DISK IN A CONCRETE POST
 AC6177'11 IN BELOW SURFACE AND 2.7 FT (0.8 M) BELOW EAST EDGE OF PAVEMENT IN
 AC6177'EAST FILL SLOPE OF MO HWY.  47 IN FRONT OF THE WM.  E.  SMITH
 AC6177'RESIDENCE, ROUTE 3 - BOX 68, UNION, MO.  THE DISK IS STAMPED TT 978
 AC6177'ERA 1935 RESET 1986 AND IS REACHED THROUGH AN ACCESS COVER STAMPED
 AC6177'978, 1935. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6178 ***********************************************************************
 AC6178  DESIGNATION -  FR 31
 AC6178  PID         -  AC6178
 AC6178  STATE/COUNTY-  MO/FRANKLIN
 AC6178  USGS QUAD   -  MOSELLE (1980)
 AC6178
 AC6178                         *CURRENT SURVEY CONTROL
 AC6178  ___________________________________________________________________
 AC6178* NAD 83(1997)-  38 29 40.15762(N)    090 53 45.83788(W)     ADJUSTED  
 AC6178* NAVD 88     -       200.04   (meters)     656.3    (feet)  LEVELING  
 AC6178  ___________________________________________________________________
 AC6178  X           -     -78,171.162 (meters)                     COMP
 AC6178  Y           -  -4,997,971.267 (meters)                     COMP
 AC6178  Z           -   3,948,655.806 (meters)                     COMP
 AC6178  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AC6178  ELLIP HEIGHT-         169.11  (meters)          (02/17/00) GPS OBS
 AC6178  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 AC6178
 AC6178  HORZ ORDER  -  FIRST
 AC6178  VERT ORDER  -  THIRD ?
 AC6178  ELLP ORDER  -  FOURTH    CLASS I
 AC6178
 AC6178.The horizontal coordinates were established by GPS observations
 AC6178.and adjusted by the National Geodetic Survey in February 2000..
 AC6178
 AC6178.The orthometric height was determined by differential leveling.
 AC6178.The vertical network tie was performed by a horz. field party for horz.
 AC6178.obs reductions. Reset procedures were used to establish the elevation.
 AC6178
 AC6178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6178
 AC6178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6178
 AC6178.The ellipsoidal height was determined by GPS observations
 AC6178.and is referenced to NAD 83.
 AC6178
 AC6178.The geoid height was determined by GEOID03.
 AC6178
 AC6178;                    North         East     Units Scale Factor Converg.
 AC6178;SPC MO E     -   295,391.668   215,449.669   MT  0.99994803   -0 14 47.5
 AC6178;UTM  15      - 4,262,779.223   683,481.924   MT  1.00001460   +1 18 35.8
 AC6178
 AC6178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6178!SPC MO E     -   0.99997347  x   0.99994803  =   0.99992150
 AC6178!UTM  15      -   0.99997347  x   1.00001460  =   0.99998807
 AC6178
 AC6178                          SUPERSEDED SURVEY CONTROL
 AC6178
 AC6178  NAD 83(1997)-  38 29 40.16160(N)    090 53 45.83851(W) AD(       ) 1
 AC6178  NAD 83(1986)-  38 29 40.17477(N)    090 53 45.83731(W) AD(       ) 1
 AC6178
 AC6178.Superseded values are not recommended for survey control.
 AC6178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6178.See file dsdata.txt to determine how the superseded data were derived.
 AC6178
 AC6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8348262779(NAD 83)
 AC6178_MARKER: DD = SURVEY DISK
 AC6178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6178_STAMPING: FR-31 1994
 AC6178_MARK LOGO: MODNR 
 AC6178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6178+STABILITY: SURFACE MOTION
 AC6178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6178+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6178
 AC6178  HISTORY     - Date     Condition        Report By
 AC6178  HISTORY     - 1994     MONUMENTED       MODNR
 AC6178
 AC6178                          STATION DESCRIPTION
 AC6178
 AC6178'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6178'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6178'STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHEAST OF WASHINGTON, MO, 7
 AC6178'MI (11.3 KM) NORTHEAST OF UNION, MO AND 2 MI (3.2 KM) NNW OF THE SMALL
 AC6178'COMMUNITY OF VILLA RIDGE AT THE NORTHWEST END OF A ROCK CUT ON THE
 AC6178'SOUTHWEST RIGHT-OF-WAY OF MISSOURI HIGHWAY 100.  IT IS 17.0 FT (5.2 M)
 AC6178'SOUTH OF AN ASPHALT NAIL AT THE EDGE OF PAVEMENT, 13.0 FT (4.0 M)
 AC6178'SOUTHWEST OF A CPS AT THE EDGE OF PAVEMENT, 17.0 FT (5.2 M) WEST OF AN
 AC6178'ASPHALT NAIL AT THE EDGE OF PAVEMENT, 145 FT (44.2 M) NORTHWEST OF CGS
 AC6178'BM J-339 AND 18.0 FT (5.5 M) NORTHEAST OF A CARSONITE WITNESS POST.
 AC6178'THE AZIMUTH MARK IS .25 MI (0.40 KM) SOUTHEAST ON THE SOUTHWEST
 AC6178'RIGHT-OF-WAY OF HIGHWAY 100 AT THE NORTHWEST END OF PAVEMENT WIDENING
 AC6178'FOR THE ENTRANCE TO TARA SUBDIVISION.  IT IS 47.5 FT (14.5 M) SOUTH OF
 AC6178'A PK NAIL AT THE EDGE OF PAVEMENT, 30.5 FT (9.3 M) SOUTHWEST OF PK
 AC6178'NAIL AT THE EDGE OF PAVEMENT, 160 FT (48.8 M) NORTHWEST OF THE CENTER
 AC6178'LINE OF THE SUBDIVISION ENTRANCE, 28.5 FT (8.7 M) NORTHEAST OF A
 AC6178'CARSONITE WITNESS POST AND 36.7 FT (11.2 M) ENE OF A NAIL AND WASHER
 AC6178'IN A UTILITY POLE. TO REACH THE AZIMUTH MARK FROM THE CENTER OF I-44
 AC6178'EXIT 251 GO WEST ON MISSOURI HIGHWAY 100 FOR 2.L5 MI TO A JUNCTION
 AC6178'WITH ROUTE M. CONTINUE NORTHWESTERLY ON 100 FOR 0.55 MI (0.89 KM) TO
 AC6178'THE AZIMUTH MARK ON THE LEFT (SOUTHWEST) RIGHT-OF-WAY JUST BEYOND THE
 AC6178'ENTRANCE TO TARA SUBDIVISION. TO REACH THE STATION FROM THE AZIMUTH
 AC6178'MARK CONTINUE NORTHWESTERLY ON HIGHWAY 100 FOR .25 MI (0.40 KM) TO THE
 AC6178'STATION ON THE LEFT (SOUTHWEST) RIGHT-OF-WAY AT THE NORTHWEST END OF A
 AC6178'ROCK CUT. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6179 ***********************************************************************
 AC6179  DESIGNATION -  FR 32
 AC6179  PID         -  AC6179
 AC6179  STATE/COUNTY-  MO/FRANKLIN
 AC6179  USGS QUAD   -  MOSELLE (1980)
 AC6179
 AC6179                         *CURRENT SURVEY CONTROL
 AC6179  ___________________________________________________________________
 AC6179* NAD 83(1997)-  38 26 09.65133(N)    090 56 15.21651(W)     ADJUSTED  
 AC6179* NAVD 88     -       186.2    (meters)     611.     (feet)  GPS OBS   
 AC6179  ___________________________________________________________________
 AC6179  X           -     -81,856.605 (meters)                     COMP
 AC6179  Y           -  -5,001,939.784 (meters)                     COMP
 AC6179  Z           -   3,943,564.852 (meters)                     COMP
 AC6179  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AC6179  ELLIP HEIGHT-         155.40  (meters)          (02/17/00) GPS OBS
 AC6179  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AC6179
 AC6179  HORZ ORDER  -  FIRST
 AC6179  ELLP ORDER  -  FOURTH    CLASS I
 AC6179
 AC6179.The horizontal coordinates were established by GPS observations
 AC6179.and adjusted by the National Geodetic Survey in February 2000..
 AC6179
 AC6179.The orthometric height was determined by GPS observations and a
 AC6179.high-resolution geoid model.
 AC6179
 AC6179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6179
 AC6179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6179
 AC6179.The ellipsoidal height was determined by GPS observations
 AC6179.and is referenced to NAD 83.
 AC6179
 AC6179.The geoid height was determined by GEOID03.
 AC6179
 AC6179;                    North         East     Units Scale Factor Converg.
 AC6179;SPC MO E     -   288,917.527   211,799.137   MT  0.99995130   -0 16 19.2
 AC6179;UTM  15      - 4,256,208.000   680,008.276   MT  0.99999906   +1 16 56.8
 AC6179
 AC6179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6179!SPC MO E     -   0.99997562  x   0.99995130  =   0.99992692
 AC6179!UTM  15      -   0.99997562  x   0.99999906  =   0.99997468
 AC6179
 AC6179                          SUPERSEDED SURVEY CONTROL
 AC6179
 AC6179  NAD 83(1997)-  38 26 09.65505(N)    090 56 15.21710(W) AD(       ) 1
 AC6179  NAD 83(1986)-  38 26 09.66816(N)    090 56 15.21563(W) AD(       ) 1
 AC6179
 AC6179.Superseded values are not recommended for survey control.
 AC6179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6179.See file dsdata.txt to determine how the superseded data were derived.
 AC6179
 AC6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8000856208(NAD 83)
 AC6179_MARKER: DD = SURVEY DISK
 AC6179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6179_STAMPING: FR-32 1994
 AC6179_MARK LOGO: MODNR 
 AC6179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6179+STABILITY: SURFACE MOTION
 AC6179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6179+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6179
 AC6179  HISTORY     - Date     Condition        Report By
 AC6179  HISTORY     - 1994     MONUMENTED       MODNR
 AC6179
 AC6179                          STATION DESCRIPTION
 AC6179
 AC6179'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6179'THE STATION IS A MO DNR GRS DISK GROUTED IN A SANDSTONE OUTCROP.  THE
 AC6179'AZIMUTH MARK IS A STANDARD MO DNR MONUMENT INSTALLATION. THE STATION
 AC6179'IS LOCATED ON THE NORTH RIGHT-OF-WAY OF U.S.  HWY.  50 ABOUT 6 MI (9.7
 AC6179'KM) NORTHEAST OF ST.  CLAIR, MO, 4 MI (6.4 KM) EAST OF UNION, MO, 1.5
 AC6179'MI (2.4 KM) WEST OF I-44 EXIT 247 AND 0.15 MI (0.24 KM) WEST OF HWY.
 AC6179'50 INTERSECTION WITH EAST DENMARK ROAD.  IT IS NEAR THE EAST END OF A
 AC6179'ROCK CUT 9.0 FT (2.7 M) SOUTH OF A CARSONITE WITNESS POST, 27.9 FT
 AC6179'(8.5 M) NORTHWEST OF AN ASPHALT NAIL AT THE EDGE OF PAVEMENT, 25.5 FT
 AC6179'(7.8 M) NORTH OF A COTTON PICKER SPINDLE AT THE EDGE OF PAVEMENT AND
 AC6179'27.7 FT (8.4 M) NORTHEAST OF AN ASPHALT NAIL AT THE EDGE OF PAVEMENT.
 AC6179'THE AZIMUTH MARK IS .25 MI (0.40 KM) EAST ON THE SOUTH RIGHT-OF-WAY OF
 AC6179'HWY.  50 ON THE BACK SLOPE OF A CUT.  IT IS 39.9*FT SOUTHEAST OF AN
 AC6179'ASPHALT NAIL AT THE EDGE OF PAVEMENT, 31.2*FT SOUTH OF A COTTON PICKER
 AC6179'SPINDLE AT THE EDGE OF PAVEMENT, 40.0*FT SSW OF AN ASPHALT NAIL AT THE
 AC6179'EDGE OF PAVEMENT, 6 FT (1.8 M) SOUTH OF AN EXPOSED SANDSTONE BOULDER
 AC6179'IN THE BACK SLOPE AND 6.1 FT (1.9 M) NORTH OF A CARSONITE WITNESS POST
 AC6179'AT A NO PASSING POINT MARKER POST. * = SLOPE MEASUREMENT TO REACH THE
 AC6179'AZIMUTH MARK FROM THE JUNCTION OF U.S.  HWY.  50 AND ROUTES AT AND AH
 AC6179'ABOUT 0.2 MI (0.3 KM) WEST OF I-44 EXIT 247, GO WEST ON HWY.  50 FOR
 AC6179'0.9 MI (1.4 KM) TO THE MARK ON THE LEFT (SOUTH) BACK SLOPE AS
 AC6179'DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK, GO WEST ON U.S.
 AC6179'50 FOR 0.25 MI (0.40 KM) TO THE EAST END OF A ROCK CUT AND THE MARK ON
 AC6179'THE RIGHT (NORTH) SIDE AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6180 ***********************************************************************
 AC6180  DESIGNATION -  FR 33
 AC6180  PID         -  AC6180
 AC6180  STATE/COUNTY-  MO/FRANKLIN
 AC6180  USGS QUAD   -  MOSELLE (1980)
 AC6180
 AC6180                         *CURRENT SURVEY CONTROL
 AC6180  ___________________________________________________________________
 AC6180* NAD 83(1997)-  38 29 39.73067(N)    090 57 27.51074(W)     ADJUSTED  
 AC6180* NAVD 88     -       187.5    (meters)     615.     (feet)  GPS OBS   
 AC6180  ___________________________________________________________________
 AC6180  X           -     -83,542.410 (meters)                     COMP
 AC6180  Y           -  -4,997,882.711 (meters)                     COMP
 AC6180  Z           -   3,948,637.666 (meters)                     COMP
 AC6180  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AC6180  ELLIP HEIGHT-         156.52  (meters)          (02/17/00) GPS OBS
 AC6180  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 AC6180
 AC6180  HORZ ORDER  -  FIRST
 AC6180  ELLP ORDER  -  FOURTH    CLASS I
 AC6180
 AC6180.The horizontal coordinates were established by GPS observations
 AC6180.and adjusted by the National Geodetic Survey in February 2000..
 AC6180
 AC6180.The orthometric height was determined by GPS observations and a
 AC6180.high-resolution geoid model.
 AC6180
 AC6180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6180
 AC6180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6180
 AC6180.The ellipsoidal height was determined by GPS observations
 AC6180.and is referenced to NAD 83.
 AC6180
 AC6180.The geoid height was determined by GEOID03.
 AC6180
 AC6180;                    North         East     Units Scale Factor Converg.
 AC6180;SPC MO E     -   295,403.413   210,078.091   MT  0.99995295   -0 17 05.5
 AC6180;UTM  15      - 4,262,645.054   678,111.729   MT  0.99999069   +1 16 17.7
 AC6180
 AC6180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6180!SPC MO E     -   0.99997544  x   0.99995295  =   0.99992839
 AC6180!UTM  15      -   0.99997544  x   0.99999069  =   0.99996613
 AC6180
 AC6180                          SUPERSEDED SURVEY CONTROL
 AC6180
 AC6180  NAD 83(1997)-  38 29 39.73490(N)    090 57 27.51140(W) AD(       ) 1
 AC6180  NAD 83(1986)-  38 29 39.74774(N)    090 57 27.51025(W) AD(       ) 1
 AC6180
 AC6180.Superseded values are not recommended for survey control.
 AC6180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6180.See file dsdata.txt to determine how the superseded data were derived.
 AC6180
 AC6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7811262645(NAD 83)
 AC6180_MARKER: DD = SURVEY DISK
 AC6180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6180_STAMPING: FR-33 1994
 AC6180_MARK LOGO: MODNR 
 AC6180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6180+STABILITY: SURFACE MOTION
 AC6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6180+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6180
 AC6180  HISTORY     - Date     Condition        Report By
 AC6180  HISTORY     - 1994     MONUMENTED       MODNR
 AC6180
 AC6180                          STATION DESCRIPTION
 AC6180
 AC6180'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6180'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6180'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF WASHINGTON, MO
 AC6180'AND 4 MI (6.4 KM) NORTHEAST OF UNION, MO ON THE NORTHWEST SIDE OF
 AC6180'BUSCH ROAD UNDER THE SOUTH PAIR OF WIRES OF THE NORTHERLY OF THREE
 AC6180'HIGH TENSION POWER LINE CROSSINGS.  IT IS 18.5 FT (5.6 M) SOUTHWEST OF
 AC6180'THE CENTER LINE OF AN ABANDONED FIELD ENTRANCE, 3.3 FT (1.0 M)
 AC6180'SOUTHWEST OF A NAIL AND WASHER IN A BRACE POST, 13.8 FT (4.2 M)
 AC6180'NORTHWEST OF A COTTON PICKER SPINDLE NEAR THE CENTER LINE OF BUSCH
 AC6180'RD., 4.2 FT (1.3 M) NORTHEAST OF A NAIL AND WASHER IN A FENCE POST AND
 AC6180'2.2 FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS POST AT THE
 AC6180'RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS 0.65 MI (1.05 KM) WEST ON THE
 AC6180'EAST SIDE OF GOODE S MILL ROAD BETWEEN THE NORTHERLY AND CENTER OF THE
 AC6180'THREE HIGH TENSION POWER LINE CROSSINGS.  IT IS 54.7 FT (16.7 M) SOUTH
 AC6180'OF AN ALUMINUM NAIL IN A 14 IN CEDAR IN THE RIGHT-OF-WAY FENCE, 4.9 FT
 AC6180'(1.5 M) SSW OF A METAL FENCE POST, 1.9 FT (0.6 M) WEST OF A CARSONITE
 AC6180'WITNESS POST AT THE FENCE, 5.7 FT (1.7 M) NORTHWEST OF A METAL FENCE
 AC6180'POST, 19.6 FT (6.0 M) EAST OF A COTTON PICKER SPINDLE NEAR THE CENTER
 AC6180'LINE OF GOODE S MILL RD., 9.0 FT (2.7 M) EAST OF EDGE OF PAVEMENT AND
 AC6180'40.2 FT (12.3 M) ESE OF A NAIL AND WASHER IN A WOODEN FENCE POST OF
 AC6180'THE WEST RIGHT-OF-WAY FENCE. TO REACH THE AZIMUTH MARK FROM THE
 AC6180'TRAFFIC LIGHT JUNCTION OF MISSOURI HIGHWAYS 100 AND 47 IN THE
 AC6180'SOUTHEAST PART OF WASHINGTON, MO, GO EAST O HIGHWAY 100 FOR 2.55 MI
 AC6180'(4.10 KM) TO TRAFFIC LIGHT INTERSECTION WITH SOUTH POINT ROAD.  TURN
 AC6180'RIGHT AND FOLLOW SOUTH POINT SOUTHERLY FOR 1.2 MI (1.9 KM) TO A
 AC6180'T-JUNCTION WITH GOODE S MILL ROAD ON THE LEFT TURN LEFT AND FOLLOW
 AC6180'GOODE S MILL SOUTHEASTERLY AND SOUTHERLY FOR 2.45 MI (3.94 KM) TO
 AC6180'THREE OVERHEAD POWER LINE CROSSINGS AND MARK ON THE LEFT (EAST) SIDE
 AC6180'AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE
 AC6180'SOUTHERLY AND SOUTHEASTERLY ON GOODE S MILL RD.  FOR 0.35 MI (0.56 KM)
 AC6180'TO A T-JUNCTION WITH BUSCH RD.  ON THE LEFT (EAST) SIDE.  TURN LEFT
 AC6180'AND FOLLOW BUSCH RD.  EASTERLY AND NORTHEASTERLY FOR 0.75 MI (1.21 KM)
 AC6180'TO CROSSING OF THE THREE OVERHEAD POWER LINES AND THE STATION ON THE
 AC6180'LEFT (NORTHWEST) SIDE AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6181 ***********************************************************************
 AC6181  DESIGNATION -  FR 34
 AC6181  PID         -  AC6181
 AC6181  STATE/COUNTY-  MO/FRANKLIN
 AC6181  USGS QUAD   -  MOSELLE (1980)
 AC6181
 AC6181                         *CURRENT SURVEY CONTROL
 AC6181  ___________________________________________________________________
 AC6181* NAD 83(1997)-  38 23 04.42796(N)    090 57 40.59223(W)     ADJUSTED  
 AC6181* NAVD 88     -       194.0    (meters)     636.     (feet)  GPS OBS   
 AC6181  ___________________________________________________________________
 AC6181  X           -     -83,986.601 (meters)                     COMP
 AC6181  Y           -  -5,005,459.570 (meters)                     COMP
 AC6181  Z           -   3,939,094.373 (meters)                     COMP
 AC6181  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AC6181  ELLIP HEIGHT-         163.26  (meters)          (02/17/00) GPS OBS
 AC6181  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AC6181
 AC6181  HORZ ORDER  -  FIRST
 AC6181  ELLP ORDER  -  FOURTH    CLASS I
 AC6181
 AC6181.The horizontal coordinates were established by GPS observations
 AC6181.and adjusted by the National Geodetic Survey in February 2000..
 AC6181
 AC6181.The orthometric height was determined by GPS observations and a
 AC6181.high-resolution geoid model.
 AC6181
 AC6181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6181
 AC6181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6181
 AC6181.The ellipsoidal height was determined by GPS observations
 AC6181.and is referenced to NAD 83.
 AC6181
 AC6181.The geoid height was determined by GEOID03.
 AC6181
 AC6181;                    North         East     Units Scale Factor Converg.
 AC6181;SPC MO E     -   283,216.689   209,700.099   MT  0.99995333   -0 17 11.1
 AC6181;UTM  15      - 4,250,452.105   678,064.485   MT  0.99999049   +1 15 58.5
 AC6181
 AC6181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6181!SPC MO E     -   0.99997438  x   0.99995333  =   0.99992772
 AC6181!UTM  15      -   0.99997438  x   0.99999049  =   0.99996487
 AC6181
 AC6181                          SUPERSEDED SURVEY CONTROL
 AC6181
 AC6181  NAD 83(1997)-  38 23 04.43169(N)    090 57 40.59281(W) AD(       ) 1
 AC6181  NAD 83(1986)-  38 23 04.44412(N)    090 57 40.59101(W) AD(       ) 1
 AC6181
 AC6181.Superseded values are not recommended for survey control.
 AC6181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6181.See file dsdata.txt to determine how the superseded data were derived.
 AC6181
 AC6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7806450452(NAD 83)
 AC6181_MARKER: DD = SURVEY DISK
 AC6181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6181_STAMPING: FR-34 1994
 AC6181_MARK LOGO: MODNR 
 AC6181_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6181+STABILITY: SURFACE MOTION
 AC6181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6181+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6181
 AC6181  HISTORY     - Date     Condition        Report By
 AC6181  HISTORY     - 1994     MONUMENTED       MODNR
 AC6181
 AC6181                          STATION DESCRIPTION
 AC6181
 AC6181'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6181'THE STATION IS A STANDARD MO DNR GRS INSTALLATION.  THE AZIMUTH MARK
 AC6181'IS A STANDARD MO DNR GRS DISK GROUTED IN LEDGE ROCK. THE STATION IS
 AC6181'LOCATED ABOUT 2 MI (3.2 KM) NORTHEAST OF ST.  CLAIR, MO IN THE
 AC6181'NORTHWEST ANGLE OF I-44 EXIT 242 ON THE NORTH SIDE OF THE NORTH OUTER
 AC6181'ROAD.  IT IS 60 FT (18.3 M) SOUTHWEST OF THE CENTER LINE OF THE
 AC6181'OVERPASS, 17.8 FT (5.4 M) NORTHWEST OF A PK NAIL AND WASHER NEAR THE
 AC6181'CENTER LINE OF THE OUTER ROAD, 4.5 FT (1.4 M) WNW OF THE NORTHEAST
 AC6181'CORNER OF THE 2ND GUARDRAIL POST, 3.1 FT (0.9 M) NORTHEAST OF THE
 AC6181'NORTHWEST CORNER OF HE 1ST POST, 30.7 FT (9.4 M) NORTHEAST OF A NAIL
 AC6181'AND WASHER IN A DEAD END SIGN POST AND 2.0 FT (0.6 M) SOUTHEAST OF A
 AC6181'CARSONITE WITNESS POST. THE AZIMUTH MARK IS 0.3 MI (0.5 KM) NORTHEAST
 AC6181'ON I-44 RIGHT-OF-WAY BETWEEN THE NORTH OUTER ROAD AND THE WESTBOUND
 AC6181'LANE OF I-44.  IT IS 95 FT (29.0 M) SOUTHWEST OF THE T-JUNCTION OF
 AC6181'PRAIRIE DELL RD.  WITH THE NORTH OUTER ROAD, 61.2 FT (18.7 M)
 AC6181'SOUTHWEST OF THE SOUTHEAST CORNER OF THE 2ND GUARDRAIL POST, 20.1 FT
 AC6181'(6.1 M) NORTHWEST OF AN ASPHALT NAIL AND WASHER 6 IN FROM THE EDGE OF
 AC6181'THE SHOULDER OF THE WESTBOUND LANE AND 26.7 FT (8.1 M) FROM AN ASPHALT
 AC6181'NAIL AND WASHER 4 IN FROM THE EDGE OF THE OUTER ROAD PAVEMENT. TO
 AC6181'REACH THE STATION FROM THE CENTER OF I-44 EXIT 242, GO NORTHWEST FOR
 AC6181'0.05 MI (0.08 KM) TO THE T-JUNCTION OF THE OVERPASS AND THE NORTH
 AC6181'OUTER ROAD AND THE STATION ON THE LEFT BEHIND WEST END OF THE NORTH
 AC6181'GUARDRAIL AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 AC6181'NORTHEASTERLY ON THE NORTH OUTER ROAD FOR 0.3 MI (0.5 KM) TO THE MARK
 AC6181'ON THE RIGHT (SOUTHEAST) SIDE AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6182 ***********************************************************************
 AC6182  DESIGNATION -  FR 35
 AC6182  PID         -  AC6182
 AC6182  STATE/COUNTY-  MO/FRANKLIN
 AC6182  USGS QUAD   -  ST CLAIR (1969)
 AC6182
 AC6182                         *CURRENT SURVEY CONTROL
 AC6182  ___________________________________________________________________
 AC6182* NAD 83(1997)-  38 21 40.29216(N)    090 56 23.43833(W)     ADJUSTED  
 AC6182* NAVD 88     -       196.1    (meters)     643.     (feet)  GPS OBS   
 AC6182  ___________________________________________________________________
 AC6182  X           -     -82,140.735 (meters)                     COMP
 AC6182  Y           -  -5,007,102.679 (meters)                     COMP
 AC6182  Z           -   3,937,061.836 (meters)                     COMP
 AC6182  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 AC6182  ELLIP HEIGHT-         165.50  (meters)          (02/17/00) GPS OBS
 AC6182  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AC6182
 AC6182  HORZ ORDER  -  FIRST
 AC6182  ELLP ORDER  -  FOURTH    CLASS I
 AC6182
 AC6182.The horizontal coordinates were established by GPS observations
 AC6182.and adjusted by the National Geodetic Survey in February 2000..
 AC6182
 AC6182.The orthometric height was determined by GPS observations and a
 AC6182.high-resolution geoid model.
 AC6182
 AC6182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6182
 AC6182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6182
 AC6182.The ellipsoidal height was determined by GPS observations
 AC6182.and is referenced to NAD 83.
 AC6182
 AC6182.The geoid height was determined by GEOID03.
 AC6182
 AC6182;                    North         East     Units Scale Factor Converg.
 AC6182;SPC MO E     -   280,613.431   211,560.146   MT  0.99995152   -0 16 22.7
 AC6182;UTM  15      - 4,247,900.081   679,994.451   MT  0.99999900   +1 16 44.1
 AC6182
 AC6182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6182!SPC MO E     -   0.99997403  x   0.99995152  =   0.99992555
 AC6182!UTM  15      -   0.99997403  x   0.99999900  =   0.99997303
 AC6182
 AC6182                          SUPERSEDED SURVEY CONTROL
 AC6182
 AC6182  NAD 83(1997)-  38 21 40.29572(N)    090 56 23.43888(W) AD(       ) 1
 AC6182  NAD 83(1986)-  38 21 40.30796(N)    090 56 23.43704(W) AD(       ) 1
 AC6182
 AC6182.Superseded values are not recommended for survey control.
 AC6182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6182.See file dsdata.txt to determine how the superseded data were derived.
 AC6182
 AC6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7999447900(NAD 83)
 AC6182_MARKER: DD = SURVEY DISK
 AC6182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6182_STAMPING: FR-35 1994
 AC6182_MARK LOGO: MODNR 
 AC6182_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6182+STABILITY: SURFACE MOTION
 AC6182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6182+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6182
 AC6182  HISTORY     - Date     Condition        Report By
 AC6182  HISTORY     - 1994     MONUMENTED       MODNR
 AC6182
 AC6182                          STATION DESCRIPTION
 AC6182
 AC6182'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6182'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6182'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHEAST OF ST.  CLAIR, MO
 AC6182'ON THE NORTH RIGHT-OF-WAY OF ROUTE TT ABOUT 1/8 MI EAST OF BRUSH CREEK
 AC6182'ROAD.  IT IS IN THE NORTHWEST ANGLE OF A PRIVATE ENTRANCE WITH AN ENS
 AC6182'TT3/290.  IT IS 64.4 FT (19.6 M) WEST OF A COTTON PICKER SPINDLE NEAR
 AC6182'THE CENTER LINE OF THE ENTRANCE, 32.5 FT (9.9 M) WNW OF A NAIL AND
 AC6182'WASHER IN A MAILBOX POST, 19.5 FT (5.9 M) NORTH OF A P.K. NAIL AND
 AC6182'WASHER AT THE EDGE OF PAVEMENT AND 3 FT (0.9 M) EAST OF A CARSONITE
 AC6182'WITNESS POST. THE AZIMUTH MARK IS 0.4 MI (0.6 KM) EAST ON THE NORTH
 AC6182'RIGHT-OF-WAY OF TT IN THE NORTHEAST ANGLE OF A PRIVATE ENTRANCE WITH
 AC6182'AN ENS TT3/270. IT IS 7.5 FT (2.3 M) SSW OF A CARSONITE WITNESS POST
 AC6182'AT THE RIGHT-OF-WAY FENCE, 13.9 FT (4.2 M) NORTH OF A P.K.  NAIL AND
 AC6182'WASHER AT THE EDGE OF PAVEMENT, 17 FT (5.2 M) EAST OF THE CENTER LINE
 AC6182'OF THE ENTRANCE, 27.4 FT (8.4 M) ESE OF A NAIL AND WASHER IN A CORNER
 AC6182'FENCE POST, 8.7 FT (2.7 M) SOUTHEAST OF SOUTHWESTERN BELL TELEPHONE
 AC6182'RISER BOX 63 AND 9.8 FT (3.0 M) SOUTHEAST OF A BURIED CABLE MARKER
 AC6182'POST. TO REACH THE STATION FROM THE CENTER OF I-44 EXIT 240 IN ST.
 AC6182'CLAIR, MO, GO SOUTH ON MISSOURI HIGHWAY 47 TO A STOP SIGN JUNCTION
 AC6182'WITH ROUTE TT AT OLD U.S.  ROUTE 66 PAVEMENT.  TURN LEFT AND FOLLOW TT
 AC6182'NORTHEASTERLY FOR 0.5 MI (0.8 KM) TO THE JUNCTION WHERE TT LEAVES OLD
 AC6182'U.S.  66.  TURN RIGHT AND FOLLOW TT EASTERLY FOR 1.7 MI (2.7 KM) TO
 AC6182'THE STATION ON THE LEFT (NORTH) SIDE AS DESCRIBED. TO REACH THE
 AC6182'AZIMUTH MARK FROM THE STATION CONTINUE EAST ON ROUTE TT FOR 0.4 MI
 AC6182'(0.6 KM) TO THE MARK ON THE LEFT (NORTH) SIDE JUST BEFORE A CURVE
 AC6182'NORTH AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6183 ***********************************************************************
 AC6183  DESIGNATION -  FR 36
 AC6183  PID         -  AC6183
 AC6183  STATE/COUNTY-  MO/FRANKLIN
 AC6183  USGS QUAD   -  ST CLAIR (1969)
 AC6183
 AC6183                         *CURRENT SURVEY CONTROL
 AC6183  ___________________________________________________________________
 AC6183* NAD 83(1997)-  38 18 49.65224(N)    090 59 08.58538(W)     ADJUSTED  
 AC6183* NAVD 88     -       224.2    (meters)     736.     (feet)  GPS OBS   
 AC6183  ___________________________________________________________________
 AC6183  X           -     -86,206.200 (meters)                     COMP
 AC6183  Y           -  -5,010,320.730 (meters)                     COMP
 AC6183  Z           -   3,932,952.226 (meters)                     COMP
 AC6183  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AC6183  ELLIP HEIGHT-         193.71  (meters)          (02/17/00) GPS OBS
 AC6183  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AC6183
 AC6183  HORZ ORDER  -  FIRST
 AC6183  ELLP ORDER  -  FOURTH    CLASS I
 AC6183
 AC6183.The horizontal coordinates were established by GPS observations
 AC6183.and adjusted by the National Geodetic Survey in February 2000..
 AC6183
 AC6183.The orthometric height was determined by GPS observations and a
 AC6183.high-resolution geoid model.
 AC6183
 AC6183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6183
 AC6183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6183
 AC6183.The ellipsoidal height was determined by GPS observations
 AC6183.and is referenced to NAD 83.
 AC6183
 AC6183.The geoid height was determined by GEOID03.
 AC6183
 AC6183;                    North         East     Units Scale Factor Converg.
 AC6183;SPC MO E     -   275,372.301   207,523.316   MT  0.99995555   -0 18 04.1
 AC6183;UTM  15      - 4,242,551.406   676,100.823   MT  0.99998193   +1 14 56.8
 AC6183
 AC6183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6183!SPC MO E     -   0.99996961  x   0.99995555  =   0.99992516
 AC6183!UTM  15      -   0.99996961  x   0.99998193  =   0.99995154
 AC6183
 AC6183                          SUPERSEDED SURVEY CONTROL
 AC6183
 AC6183  NAD 83(1997)-  38 18 49.65565(N)    090 59 08.58589(W) AD(       ) 1
 AC6183  NAD 83(1986)-  38 18 49.66775(N)    090 59 08.58386(W) AD(       ) 1
 AC6183
 AC6183.Superseded values are not recommended for survey control.
 AC6183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6183.See file dsdata.txt to determine how the superseded data were derived.
 AC6183
 AC6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7610142551(NAD 83)
 AC6183_MARKER: DD = SURVEY DISK
 AC6183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6183_STAMPING: FR-36 1994
 AC6183_MARK LOGO: MODNR 
 AC6183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6183+STABILITY: SURFACE MOTION
 AC6183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6183+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6183
 AC6183  HISTORY     - Date     Condition        Report By
 AC6183  HISTORY     - 1994     MONUMENTED       MODNR
 AC6183
 AC6183                          STATION DESCRIPTION
 AC6183
 AC6183'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6183'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6183'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF ST.  CLAIR, MO ON
 AC6183'THE EAST RIGHT-OF-WAY OF ROUTE PP.  IT IS 3.8 FT (1.2 M) WEST OF THE
 AC6183'RIGHT-OF-WAY FENCE, 43.3 FT (13.2 M) NORTHWEST OF A NAIL AND WASHER IN
 AC6183'A GUYED UTILITY POLE BETWEEN TWO FIELD ENTRANCES, 16.0 FT (4.9 M)
 AC6183'NORTH OF A PUNCH MARK IN THE NORTH END OF A 12 IN CMP UNDER THE
 AC6183'ENTRANCES, 16.5 FT (5.0 M) ENE OF AN ASPHALT NAIL AND WASHER NEAR THE
 AC6183'EDGE OF PAVEMENT, AND 28.8 FT (8.8 M) SSE OF A NAIL AND WASHER IN A
 AC6183'POST FOR A CURVE SIGN. THE AZIMUTH MARK IS 0.35 MI (0.56 KM) SOUTH ON
 AC6183'THE EAST RIGHT-OF-WAY OF ROUTE PP IN THE NORTHEAST ANGLE OF A PRIVATE
 AC6183'ENTRANCE.  IT IS 14.0 FT (4.3 M) WEST OF A NAIL AND WASHER IN A STUB
 AC6183'UTILITY POLE USED AS END POST OF A FENCE, 9.7 FT (3.0 M) WEST OF A
 AC6183'CARSONITE WITNESS POST, 26.1 FT (8.0 M) NNW OF A NAIL AND WASHER IN A
 AC6183'UTILITY POLE WITH A TRANSFORMER, 26.4 FT (8.0 M) NNW OF A METAL POST
 AC6183'FOR ENS PP3-143 AND 9.4 FT (2.9 M) EAST OF AN ASPHALT NAIL AND WASHER
 AC6183'NEAR EDGE OF PAVEMENT.  AZIMUTH MARK IS APPROXIMATELY 290 FT (88.4 M)
 AC6183'(MEASURED ALONG CENTER LINE) FROM THE INTERSECTION OF MO.  RTE.  PP
 AC6183'AND WALLS FORD ROAD. TO REACH THE STATION FROM THE CENTER OF I-44 EXIT
 AC6183'239 AT ST.  CLAIR, MO, FOLLOW MISSOURI HIGHWAY 30 SOUTHEASTERLY FOR
 AC6183'0.7 MI (1.1 KM) TO A T-JUNCTION WITH ROUTE PP ON THE RIGHT.  TURN
 AC6183'RIGHT AND FOLLOW ROUTE PP SOUTHERLY FOR 1.95 MI (3.14 KM) TO THE
 AC6183'STATION ON THE LEFT (EAST) SIDE AS DESCRIBED. TO REACH THE AZIMUTH
 AC6183'MARK FROM THE STATION, CONTINUE SOUTHERLY ON ROUTE PP FOR 0.35 MI
 AC6183'(0.56 KM) TO THE MARK ON THE LEFT (EAST) SIDE AS DESCRIBED. DATE OF
 AC6183'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6184 ***********************************************************************
 AC6184  DESIGNATION -  FR 37
 AC6184  PID         -  AC6184
 AC6184  STATE/COUNTY-  MO/FRANKLIN
 AC6184  USGS QUAD   -  ST CLAIR (1969)
 AC6184
 AC6184                         *CURRENT SURVEY CONTROL
 AC6184  ___________________________________________________________________
 AC6184* NAD 83(1997)-  38 19 24.87417(N)    090 55 09.86816(W)     ADJUSTED  
 AC6184* NAVD 88     -       160.83   (meters)     527.7    (feet)  LEVELING  
 AC6184  ___________________________________________________________________
 AC6184  X           -     -80,395.928 (meters)                     COMP
 AC6184  Y           -  -5,009,694.130 (meters)                     COMP
 AC6184  Z           -   3,933,765.036 (meters)                     COMP
 AC6184  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 AC6184  ELLIP HEIGHT-         130.35  (meters)          (02/17/00) GPS OBS
 AC6184  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AC6184
 AC6184  HORZ ORDER  -  FIRST
 AC6184  VERT ORDER  -  THIRD ?
 AC6184  ELLP ORDER  -  FOURTH    CLASS I
 AC6184
 AC6184.The horizontal coordinates were established by GPS observations
 AC6184.and adjusted by the National Geodetic Survey in February 2000..
 AC6184
 AC6184.The orthometric height was determined by differential leveling.
 AC6184.The vertical network tie was performed by a horz. field party for horz.
 AC6184.obs reductions. Reset procedures were used to establish the elevation.
 AC6184
 AC6184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6184
 AC6184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6184
 AC6184.The ellipsoidal height was determined by GPS observations
 AC6184.and is referenced to NAD 83.
 AC6184
 AC6184.The geoid height was determined by GEOID03.
 AC6184
 AC6184;                    North         East     Units Scale Factor Converg.
 AC6184;SPC MO E     -   276,429.872   213,327.197   MT  0.99994989   -0 15 36.3
 AC6184;UTM  15      - 4,243,765.675   681,874.207   MT  1.00000738   +1 17 25.9
 AC6184
 AC6184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6184!SPC MO E     -   0.99997955  x   0.99994989  =   0.99992944
 AC6184!UTM  15      -   0.99997955  x   1.00000738  =   0.99998693
 AC6184
 AC6184                          SUPERSEDED SURVEY CONTROL
 AC6184
 AC6184  NAD 83(1997)-  38 19 24.87764(N)    090 55 09.86868(W) AD(       ) 1
 AC6184  NAD 83(1986)-  38 19 24.88965(N)    090 55 09.86699(W) AD(       ) 1
 AC6184
 AC6184.Superseded values are not recommended for survey control.
 AC6184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6184.See file dsdata.txt to determine how the superseded data were derived.
 AC6184
 AC6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8187443766(NAD 83)
 AC6184_MARKER: DD = SURVEY DISK
 AC6184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6184_STAMPING: FR-37 1994
 AC6184_MARK LOGO: MODNR 
 AC6184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6184+STABILITY: SURFACE MOTION
 AC6184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6184+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6184
 AC6184  HISTORY     - Date     Condition        Report By
 AC6184  HISTORY     - 1994     MONUMENTED       MODNR
 AC6184
 AC6184                          STATION DESCRIPTION
 AC6184
 AC6184'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6184'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6184'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) ESE OF ST.  CLAIR, MO ON
 AC6184'THE WEST RIGHT-OF-WAY OF MISSOURI HIGHWAYS 30 AND 47 JUST SOUTH OF THE
 AC6184'BRIDGE OVER THE MERAMEC RIVER AND IN THE NORTHWEST ANGLE OF A
 AC6184'COMMERCIAL ENTRANCE TO THE HAVIN SAND AND GRAVEL OPERATION.  IT IS
 AC6184'11.2 FT (3.4 M) SOUTHWEST OF A NAIL AND WASHER IN A MAILBOX POST, 12.1
 AC6184'FT (3.7 M) WEST OF A PK NAIL AND WASHER AT THE WEST EDGE OF THE
 AC6184'DRIVING LANE, 36.0 FT (11.0 M) NNW OF A PK NAIL AND WASHER NEAR THE
 AC6184'CENTER LINE OF THE ASPHALT APPROACH, 19.3 FT (5.9 M) EAST OF A NAIL
 AC6184'AND WASHER IN THE NORTH GATE POST AND 3.6 FT (1.1 M) EAST OF A
 AC6184'CARSONITE WITNESS POST. THE AZIMUTH MARK IS 0.35 MI (0.56 KM) NORTH ON
 AC6184'THE EAST RIGHT-OF-WAY OF MO.  HWYS.  30 AND 47 IN THE SOUTHEAST ANGLE
 AC6184'OF THE INTERSECTION OF PINEY LANE.  IT IS 27.3 FT (8.3 M) SSE OF A PK
 AC6184'NAIL AND WASHER NEAR THE CENTER LINE OF THE ASPHALT APPROACH, 4.4 FT
 AC6184'(1.3 M) SOUTH OF A CARSONITE WITNESS POST, 11.9 FT (3.6 M) SOUTH OF
 AC6184'THE STREET SIGN POST, 16.8 FT (5.1 M) SOUTHWEST OF A NAIL AND WASHER
 AC6184'IN UTILITY POLE 62, 13.6 FT (4.1 M) WSW OF AN UNDERGROUND CABLE MARKER
 AC6184'SIGN POST, 11.0 FT (3.4 M) WEST OF A LEANING SOUTHWESTERN BELL VALVE
 AC6184'RISER BOX, AND 12.4 FT (3.8 M) ENE OF A PK NAIL AND WASHER AT THE EDGE
 AC6184'OF THE DRIVING LANE. TO REACH THE AZIMUTH MARK FROM THE CENTER OF I-44
 AC6184'EXIT 239 AT ST. CLAIR, MO, GO EASTERLY ON MISSOURI HIGHWAY 30 FOR 4.4
 AC6184'MI (7.1 KM) TO PINEY LANE ON THE LEFT (EAST) SIDE ON DOWNGRADE TO
 AC6184'MERAMEC RIVER BRIDGE AND MARK IN THE SOUTHEAST ANGLE AS DESCRIBED. TO
 AC6184'REACH THE STATION FROM THE AZIMUTH MARK CONTINUE SOUTHERLY ON MO.
 AC6184'HIGHWAYS 30 AND 47 FOR 0.35 MI (0.56 KM) TO COMMERCIAL ENTRANCE TO
 AC6184'GRAVEL PLANT ON RIGHT (WEST) SIDE OF ROAD ABOUT 200 FT (61.0 M) BEYOND
 AC6184'SOUTH END OF BRIDGE. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6185 ***********************************************************************
 AC6185  DESIGNATION -  FR 38
 AC6185  PID         -  AC6185
 AC6185  STATE/COUNTY-  MO/FRANKLIN
 AC6185  USGS QUAD   -  ST CLAIR (1969)
 AC6185
 AC6185                         *CURRENT SURVEY CONTROL
 AC6185  ___________________________________________________________________
 AC6185* NAD 83(1997)-  38 20 03.50883(N)    090 58 02.11424(W)     ADJUSTED  
 AC6185* NAVD 88     -       227.6    (meters)     747.     (feet)  GPS OBS   
 AC6185  ___________________________________________________________________
 AC6185  X           -     -84,567.768 (meters)                     COMP
 AC6185  Y           -  -5,008,938.841 (meters)                     COMP
 AC6185  Z           -   3,934,740.917 (meters)                     COMP
 AC6185  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AC6185  ELLIP HEIGHT-         197.03  (meters)          (02/17/00) GPS OBS
 AC6185  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AC6185
 AC6185  HORZ ORDER  -  FIRST
 AC6185  ELLP ORDER  -  FOURTH    CLASS I
 AC6185
 AC6185.The horizontal coordinates were established by GPS observations
 AC6185.and adjusted by the National Geodetic Survey in February 2000..
 AC6185
 AC6185.The orthometric height was determined by GPS observations and a
 AC6185.high-resolution geoid model.
 AC6185
 AC6185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6185
 AC6185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6185
 AC6185.The ellipsoidal height was determined by GPS observations
 AC6185.and is referenced to NAD 83.
 AC6185
 AC6185.The geoid height was determined by GEOID03.
 AC6185
 AC6185;                    North         East     Units Scale Factor Converg.
 AC6185;SPC MO E     -   277,641.140   209,149.560   MT  0.99995388   -0 17 23.3
 AC6185;UTM  15      - 4,244,863.491   677,665.125   MT  0.99998874   +1 15 40.1
 AC6185
 AC6185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6185!SPC MO E     -   0.99996909  x   0.99995388  =   0.99992297
 AC6185!UTM  15      -   0.99996909  x   0.99998874  =   0.99995783
 AC6185
 AC6185                          SUPERSEDED SURVEY CONTROL
 AC6185
 AC6185  NAD 83(1997)-  38 20 03.51237(N)    090 58 02.11478(W) AD(       ) 1
 AC6185  NAD 83(1986)-  38 20 03.52453(N)    090 58 02.11297(W) AD(       ) 1
 AC6185
 AC6185.Superseded values are not recommended for survey control.
 AC6185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6185.See file dsdata.txt to determine how the superseded data were derived.
 AC6185
 AC6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7766544863(NAD 83)
 AC6185_MARKER: DD = SURVEY DISK
 AC6185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6185_STAMPING: FR-38 1994
 AC6185_MARK LOGO: MODNR 
 AC6185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6185+STABILITY: SURFACE MOTION
 AC6185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6185+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6185
 AC6185  HISTORY     - Date     Condition        Report By
 AC6185  HISTORY     - 1994     MONUMENTED       MODNR
 AC6185
 AC6185                          STATION DESCRIPTION
 AC6185
 AC6185'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6185'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6185'STATION IS LOCATED ABOUT 1 MI (1.6 KM) SOUTHEAST OF THE MIDDLE OF ST.
 AC6185'CLAIR, MO AT THE VILLAGE OF PARKWAY.  IT IS IN AN ASPHALT ISLAND OF
 AC6185'THE Y-JUNCTION OF MISSOURI HIGHWAYS 30 AND 47 WITH ROUTE K.  IT IS 6.1
 AC6185'FT (1.9 M) SOUTHWEST OF A 60 AT THE BACK OF HWY.  30 AND 47 CURB, 19.9
 AC6185'FT (6.1 M) NORTHEAST OF 60D NAIL AT THE BACK OF ROUTE K CURB AND 32.6
 AC6185'FT (9.9 M) SOUTHEAST OF A NAIL AND WASHER IN A STOP SIGN POST. THE
 AC6185'AZIMUTH MARK IS 0.35 MI (0.56 KM) NORTHWEST ON THE NORTHEAST
 AC6185'RIGHT-OF-WAY OF MISSOURI HIGHWAYS 30 AND 47.  IT IS 4.0 FT (1.2 M)
 AC6185'SOUTHWEST OF A CARSONITE WITNESS POST, 10.8 FT (3.3 M) WEST OF A NAIL
 AC6185'AND WASHER IN A UTILITY POLE, 13.2 FT (4.0 M) NORTHEAST OF AN ASPHALT
 AC6185'NAIL AND WASHER AT THE EDGE OF PAVEMENT, 19.3 FT (5.9 M) SSE OF THE
 AC6185'CENTER OF A MAN HOLE, 24.8 FT (7.6 M) SSE OF A NAIL AND WASHER IN THE
 AC6185'SOUTHWEST LEG OF A BILLBOARD SIGN, AND 73.0 FT (22.3 M) NORTHWEST OF
 AC6185'THE PROJECTED CENTER LINE OF MELTON LANE. TO REACH THE AZIMUTH MARK
 AC6185'FROM THE CENTER OF I-44 EXIT 239 AT ST. CLAIR, MO GO SOUTHEASTERLY ON
 AC6185'MISSOURI HIGHWAY 30 (MO HWY.  47 JOINS 30 ABOUT 0.3 MI (0.5 KM) FROM
 AC6185'BEGINNING POINT) FOR 1.4 MI (2.3 KM) TO MARK ON LEFT (NORTHEAST)
 AC6185'RIGHT-OF-WAY AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK,
 AC6185'CONTINUE SOUTHEASTERLY ON HIGHWAYS 30 AND 47 FOR 0.35 MI (0.56 KM) TO
 AC6185'A Y-JUNCTION WITH ROUTE K AND STATION IN THE ISLAND IN THE WYE. DATE
 AC6185'OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6186 ***********************************************************************
 AC6186  DESIGNATION -  FR 39
 AC6186  PID         -  AC6186
 AC6186  STATE/COUNTY-  MO/FRANKLIN
 AC6186  USGS QUAD   -  ST CLAIR (1969)
 AC6186
 AC6186                         *CURRENT SURVEY CONTROL
 AC6186  ___________________________________________________________________
 AC6186* NAD 83(1997)-  38 18 07.94129(N)    090 56 25.84284(W)     ADJUSTED  
 AC6186* NAVD 88     -       229.0    (meters)     751.     (feet)  GPS OBS   
 AC6186  ___________________________________________________________________
 AC6186  X           -     -82,266.189 (meters)                     COMP
 AC6186  Y           -  -5,011,188.141 (meters)                     COMP
 AC6186  Z           -   3,931,945.988 (meters)                     COMP
 AC6186  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AC6186  ELLIP HEIGHT-         198.54  (meters)          (02/17/00) GPS OBS
 AC6186  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AC6186
 AC6186  HORZ ORDER  -  FIRST
 AC6186  ELLP ORDER  -  FOURTH    CLASS I
 AC6186
 AC6186.The horizontal coordinates were established by GPS observations
 AC6186.and adjusted by the National Geodetic Survey in February 2000..
 AC6186
 AC6186.The orthometric height was determined by GPS observations and a
 AC6186.high-resolution geoid model.
 AC6186
 AC6186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6186
 AC6186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6186
 AC6186.The ellipsoidal height was determined by GPS observations
 AC6186.and is referenced to NAD 83.
 AC6186
 AC6186.The geoid height was determined by GEOID03.
 AC6186
 AC6186;                    North         East     Units Scale Factor Converg.
 AC6186;SPC MO E     -   274,066.452   211,470.552   MT  0.99995161   -0 16 22.9
 AC6186;UTM  15      - 4,241,352.764   680,082.086   MT  0.99999940   +1 16 36.6
 AC6186
 AC6186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6186!SPC MO E     -   0.99996885  x   0.99995161  =   0.99992046
 AC6186!UTM  15      -   0.99996885  x   0.99999940  =   0.99996825
 AC6186
 AC6186                          SUPERSEDED SURVEY CONTROL
 AC6186
 AC6186  NAD 83(1997)-  38 18 07.94470(N)    090 56 25.84335(W) AD(       ) 1
 AC6186  NAD 83(1986)-  38 18 07.95674(N)    090 56 25.84155(W) AD(       ) 1
 AC6186
 AC6186.Superseded values are not recommended for survey control.
 AC6186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6186.See file dsdata.txt to determine how the superseded data were derived.
 AC6186
 AC6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8008241353(NAD 83)
 AC6186_MARKER: DD = SURVEY DISK
 AC6186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6186_STAMPING: FR-39 1994
 AC6186_MARK LOGO: MODNR 
 AC6186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6186+STABILITY: SURFACE MOTION
 AC6186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6186+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6186
 AC6186  HISTORY     - Date     Condition        Report By
 AC6186  HISTORY     - 1994     MONUMENTED       MODNR
 AC6186
 AC6186                          STATION DESCRIPTION
 AC6186
 AC6186'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6186'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6186'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF ST.  CLAIR,
 AC6186'MO IN THE SOUTHEAST ANGLE OF A T-JUNCTION OF VIRGINIA MINES ROAD WITH
 AC6186'ROUTE K.  IT IS 44.9 FT (13.7 M) WNW OF AN ALUMINUM NAIL IN A NOTCH AT
 AC6186'THE BASE ON THE NORTH SIDE OF A 26 IN WHITE OAK, 71.9 FT (21.9 M) NNW
 AC6186'OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 4.0 FT (1.2 M)
 AC6186'NORTHWEST OF A CARSONITE WITNESS POST, 84.6 FT (25.8 M) EAST OF A PK
 AC6186'NAIL IN A UTILITY POLE ON THE WEST SIDE OF MO.  RTE.  K, 69.0 FT (21.0
 AC6186'M) SOUTHEAST OF A PK NAIL IN A 4 IN X 4 IN STOP SIGN POST, AND 44.6 FT
 AC6186'(13.6 M) SOUTHWEST OF AN UNDERGROUND CABLE SIGN POST. THE AZIMUTH MARK
 AC6186'IS 0.3 MI (0.5 KM) NORTH ON THE EAST RIGHT-OF-WAY OF ROUTE K IN THE
 AC6186'NORTHEAST ANGLE OF AN ENTRANCE.  IT IS 7.7 FT (2.3 M) WEST OF A
 AC6186'CARSONITE WITNESS POST AT A CHAIN LINK YARD FENCE, 12.8 FT (3.9 M)
 AC6186'NORTHWEST OF THE CORNER FENCE POST, 50.9 FT (15.5 M) NNW OF A NAIL AND
 AC6186'WASHER IN A UTILITY POLE WITH A YARD LIGHT, 33.4 FT (10.2 M) NNW OF A
 AC6186'60D NAIL NEAR THE CENTER LINE OF THE ENTRANCE, AND 51.2 FT (15.6 M)
 AC6186'EAST OF A PK NAIL ON THE NORTH SIDE OF A MAILBOX POST WITH 3 BOXES. TO
 AC6186'REACH THE AZIMUTH MARK FROM THE CENTER OF I-44 EXIT 239 AT ST. CLAIR,
 AC6186'MO, GO SOUTHEASTERLY ON MISSOURI HIGHWAY 30 FOR 0.3 MI (0.5 KM) TO A
 AC6186'Y-JUNCTION WITH MO HWY.  47, VEER RIGHT AND CONTINUE SOUTHEASTERLY ON
 AC6186'HIGHWAYS 30 AND 47 FOR 1.45 MI (2.33 KM) TO A Y-JUNCTION WITH ROUTE K,
 AC6186'VEER RIGHT AND FOLLOW ROUTE K FOR 2.55 MI (4.10 KM) TO THE MARK ON THE
 AC6186'LEFT (NORTHEAST) AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH
 AC6186'MARK, CONTINUE SOUTHEASTERLY ON ROUTE K FOR 0.3 MI (0.5 KM) TO
 AC6186'VIRGINIA MINES ROAD ON THE LEFT (NORTHEAST) SIDE AS DESCRIBED. DATE OF
 AC6186'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6187 ***********************************************************************
 AC6187  DESIGNATION -  FR 40
 AC6187  PID         -  AC6187
 AC6187  STATE/COUNTY-  MO/FRANKLIN
 AC6187  USGS QUAD   -  ST CLAIR (1969)
 AC6187
 AC6187                         *CURRENT SURVEY CONTROL
 AC6187  ___________________________________________________________________
 AC6187* NAD 83(1997)-  38 16 43.74555(N)    090 56 33.01555(W)     ADJUSTED  
 AC6187* NAVD 88     -       165.3    (meters)     542.     (feet)  GPS OBS   
 AC6187  ___________________________________________________________________
 AC6187  X           -     -82,466.091 (meters)                     COMP
 AC6187  Y           -  -5,012,743.873 (meters)                     COMP
 AC6187  Z           -   3,929,868.933 (meters)                     COMP
 AC6187  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 AC6187  ELLIP HEIGHT-         134.97  (meters)          (02/17/00) GPS OBS
 AC6187  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AC6187
 AC6187  HORZ ORDER  -  FIRST
 AC6187  ELLP ORDER  -  FOURTH    CLASS I
 AC6187
 AC6187.The horizontal coordinates were established by GPS observations
 AC6187.and adjusted by the National Geodetic Survey in February 2000..
 AC6187
 AC6187.The orthometric height was determined by GPS observations and a
 AC6187.high-resolution geoid model.
 AC6187
 AC6187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6187
 AC6187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6187
 AC6187.The ellipsoidal height was determined by GPS observations
 AC6187.and is referenced to NAD 83.
 AC6187
 AC6187.The geoid height was determined by GEOID03.
 AC6187
 AC6187;                    North         East     Units Scale Factor Converg.
 AC6187;SPC MO E     -   271,471.358   211,283.861   MT  0.99995179   -0 16 26.9
 AC6187;UTM  15      - 4,238,753.447   679,965.629   MT  0.99999888   +1 16 29.8
 AC6187
 AC6187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6187!SPC MO E     -   0.99997882  x   0.99995179  =   0.99993061
 AC6187!UTM  15      -   0.99997882  x   0.99999888  =   0.99997770
 AC6187
 AC6187                          SUPERSEDED SURVEY CONTROL
 AC6187
 AC6187  NAD 83(1997)-  38 16 43.74892(N)    090 56 33.01605(W) AD(       ) 1
 AC6187  NAD 83(1986)-  38 16 43.76096(N)    090 56 33.01418(W) AD(       ) 1
 AC6187
 AC6187.Superseded values are not recommended for survey control.
 AC6187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6187.See file dsdata.txt to determine how the superseded data were derived.
 AC6187
 AC6187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7996638753(NAD 83)
 AC6187_MARKER: DD = SURVEY DISK
 AC6187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6187_STAMPING: FR-40 1994
 AC6187_MARK LOGO: MODNR 
 AC6187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6187+STABILITY: SURFACE MOTION
 AC6187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6187+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6187
 AC6187  HISTORY     - Date     Condition        Report By
 AC6187  HISTORY     - 1994     MONUMENTED       MODNR
 AC6187
 AC6187                          STATION DESCRIPTION
 AC6187
 AC6187'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6187'STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6187'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SSE OF ST.  CLAIR, MO ON THE
 AC6187'WEST RIGHT-OF-WAY OF ROUTE K ABOUT 800 FT (243.8 M) NORTH OF THE
 AC6187'BRIDGE OVER THE MERAMEC RIVER AND OPPOSITE A T-JUNCTION WITH AN
 AC6187'UNNAMED ROAD CONNECTING TO OLD ROUTE K AND SUMMER COTTAGES ALONG THE
 AC6187'RIVER FRONT.  IT IS 56.2 FT (17.1 M) SOUTHWEST OF A NAIL AND WASHER IN
 AC6187'A STOP SIGN POST, 7.1 FT (2.2 M) WEST OF EDGE OF PAVEMENT, 60.1 FT
 AC6187'(18.3 M) NORTHWEST OF ENS SIGN POST KN3-701 + KN3-874, AND 2.8 FT (0.9
 AC6187'M) EAST OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS 0.3 MI (0.5
 AC6187'KM) NORTH ON THE WEST RIGHT-OF-WAY OF ROUTE K OPPOSITE THE ENTRANCE TO
 AC6187'MERAMEC VIEW ESTATES.  IT IS 14.0 FT (4.3 M) SOUTHWEST OF A RAILROAD
 AC6187'SPIKE 3 IN TOWARD CENTER LINE FROM EDGE OF PAVEMENT, 14.0 FT (4.3 M)
 AC6187'NORTHWEST OF A RAILROAD SPIKE 3 IN TOWARD CENTER LINE FROM EDGE OF
 AC6187'PAVEMENT, 56.1 FT (17.1 M) WNW OF AN ENS SIGN POST AND 3.5 FT (1.1 M)
 AC6187'EAST OF A CARSONITE WITNESS POST. TO REACH THE AZIMUTH MARK FROM THE
 AC6187'CENTER OF I-44 EXIT 239, FOLLOW MO HWY.  30 SOUTHEASTERLY FOR 0.3 MI
 AC6187'(0.5 KM) TO A JUNCTION WITH MISSOURI HIGHWAY 47.  VEER RIGHT AND
 AC6187'FOLLOW HIGHWAYS 30 AND 47 SOUTHEASTERLY FOR 1.45 MI (2.33 KM) TO
 AC6187'Y-JUNCTION WITH ROUTE K.  VEER RIGHT AND FOLLOW ROUTE K SOUTHEASTERLY
 AC6187'FOR 4.2 MI (6.8 KM) TO THE AZIMUTH MARK ON THE RIGHT (WEST) SIDE AS
 AC6187'DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE
 AC6187'SOUTHERLY ON ROUTE K FOR 0.3 MI (0.5 KM) TO STATION ON THE RIGHT
 AC6187'(WEST) RIGHT-OF-WAY AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6188 ***********************************************************************
 AC6188  DESIGNATION -  FR 41
 AC6188  PID         -  AC6188
 AC6188  STATE/COUNTY-  MO/FRANKLIN
 AC6188  USGS QUAD   -  ST CLAIR (1969)
 AC6188
 AC6188                         *CURRENT SURVEY CONTROL
 AC6188  ___________________________________________________________________
 AC6188* NAD 83(1997)-  38 15 09.31044(N)    090 58 10.70003(W)     ADJUSTED  
 AC6188* NAVD 88     -       232.3    (meters)     762.     (feet)  GPS OBS   
 AC6188  ___________________________________________________________________
 AC6188  X           -     -84,871.463 (meters)                     COMP
 AC6188  Y           -  -5,014,559.956 (meters)                     COMP
 AC6188  Z           -   3,927,624.196 (meters)                     COMP
 AC6188  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 AC6188  ELLIP HEIGHT-         201.99  (meters)          (02/17/00) GPS OBS
 AC6188  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AC6188
 AC6188  HORZ ORDER  -  FIRST
 AC6188  ELLP ORDER  -  FOURTH    CLASS I
 AC6188
 AC6188.The horizontal coordinates were established by GPS observations
 AC6188.and adjusted by the National Geodetic Survey in February 2000..
 AC6188
 AC6188.The orthometric height was determined by GPS observations and a
 AC6188.high-resolution geoid model.
 AC6188
 AC6188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6188
 AC6188.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6188
 AC6188.The ellipsoidal height was determined by GPS observations
 AC6188.and is referenced to NAD 83.
 AC6188
 AC6188.The geoid height was determined by GEOID03.
 AC6188
 AC6188;                    North         East     Units Scale Factor Converg.
 AC6188;SPC MO E     -   268,571.447   208,894.976   MT  0.99995413   -0 17 26.8
 AC6188;UTM  15      - 4,235,789.915   677,655.893   MT  0.99998871   +1 15 26.6
 AC6188
 AC6188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6188!SPC MO E     -   0.99996831  x   0.99995413  =   0.99992244
 AC6188!UTM  15      -   0.99996831  x   0.99998871  =   0.99995702
 AC6188
 AC6188                          SUPERSEDED SURVEY CONTROL
 AC6188
 AC6188  NAD 83(1997)-  38 15 09.31365(N)    090 58 10.70051(W) AD(       ) 1
 AC6188  NAD 83(1986)-  38 15 09.32571(N)    090 58 10.69856(W) AD(       ) 1
 AC6188
 AC6188.Superseded values are not recommended for survey control.
 AC6188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6188.See file dsdata.txt to determine how the superseded data were derived.
 AC6188
 AC6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7765635790(NAD 83)
 AC6188_MARKER: DD = SURVEY DISK
 AC6188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6188_STAMPING: FR-41 1994
 AC6188_MARK LOGO: MODNR 
 AC6188_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6188+STABILITY: SURFACE MOTION
 AC6188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6188+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6188
 AC6188  HISTORY     - Date     Condition        Report By
 AC6188  HISTORY     - 1994     MONUMENTED       MODNR
 AC6188
 AC6188                          STATION DESCRIPTION
 AC6188
 AC6188'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6188'STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6188'STATION IS ABOUT 6 MI (9.7 KM) SOUTH OF ST.  CLAIR, MO ON THE
 AC6188'SOUTHEAST RIGHT-OF-WAY OF ROUTE K IN THE NORTHEAST ANGLE OF ITS
 AC6188'JUNCTION WITH NEW HOPE CHURCH ROAD.  IT IS 77.3 FT (23.6 M) WSW OF A
 AC6188'P.K.  NAIL AND WASHER IN A UTILITY POLE WITH A LIGHT, 104.0 FT (31.7
 AC6188'M) WNW OF USGS BM 6 SAN 1967 ON THE OLDER CHURCH BUILDING STEP, 92.3
 AC6188'FT (28.1 M) WNW OF A P.K.  NAIL AND WASHER IN A UTILITY POLE, 20.5 FT
 AC6188'(6.2 M) NORTHEAST OF A METAL STOP SIGN POST, 1.9 FT (0.6 M) EAST OF A
 AC6188'CARSONITE WITNESS POST, AND 29.3 FT (8.9 M) SSE OF CURVE PADDLE POST.
 AC6188'THE AZIMUTH MARK IS 0.2 MI (0.3 KM) SOUTHWEST ON THE SOUTHEAST
 AC6188'RIGHT-OF-WAY OF ROUTE K ON THE WEST SIDE OF A WIDE AND DEEP FIELD
 AC6188'ENTRANCE.  IT IS 6.3 FT (1.9 M) NORTHWEST OF A NAIL AND WASHER IN A
 AC6188'CORNER FENCE POST, 5.4 FT (1.6 M) NORTH OF A CARSONITE WITNESS POST AT
 AC6188'THE FENCE, 10.3 FT (3.1 M) NORTHEAST OF A NAIL AND WASHER IN A BRACE
 AC6188'POST, 7.5 FT (2.3 M) SSE OF A CUT X ON THE END BALL OF A 12 IN R.C.P.,
 AC6188'AND 61.0 FT (18.6 M) NORTHWEST TO A PK NAIL ON THE WEST SIDE OF 12 IN
 AC6188'DIAMETER HICKORY IN A CLUMP OF THREE HICKORYS. TO REACH THE STATION
 AC6188'FROM THE CENTER OF I-44 EXIT 239 AT ST.  CLAIR, MO GO SOUTHEAST ON MO
 AC6188'HWY.  30 FOR 0.3 MI (0.5 KM) TO A JUNCTION WITH MO HWY.  47.  VEER
 AC6188'RIGHT AND FOLLOW HIGHWAYS 30 AND 47 FOR 1.45 MI (2.33 KM) TO A
 AC6188'Y-JUNCTION WITH ROUTE K.  VEER RIGHT AND FOLLOW ROUTE K SOUTHEASTERLY
 AC6188'AND SOUTHERLY FOR 10.4 MI (16.7 KM) TO NEW HOPE CHURCH ROAD ON THE
 AC6188'LEFT (SOUTHEAST) SIDE AND THE STATION IN THE NORTHEAST ANGLE OF THE
 AC6188'INTERSECTION. TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 AC6188'ON ROUTE K FOR 0.2 MI (0.3 KM) TO A LARGE FIELD ENTRANCE ON THE LEFT
 AC6188'(SOUTHEAST) SIDE AND THE MARK IN THE WEST ANGLE OF ROUTE K AND THE
 AC6188'ENTRANCE. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6189 ***********************************************************************
 AC6189  DESIGNATION -  FR 42
 AC6189  PID         -  AC6189
 AC6189  STATE/COUNTY-  MO/FRANKLIN
 AC6189  USGS QUAD   -  ST CLAIR (1969)
 AC6189
 AC6189                         *CURRENT SURVEY CONTROL
 AC6189  ___________________________________________________________________
 AC6189* NAD 83(1997)-  38 15 11.94469(N)    090 56 27.75946(W)     ADJUSTED  
 AC6189* NAVD 88     -       166.3    (meters)     546.     (feet)  GPS OBS   
 AC6189  ___________________________________________________________________
 AC6189  X           -     -82,367.160 (meters)                     COMP
 AC6189  Y           -  -5,014,499.631 (meters)                     COMP
 AC6189  Z           -   3,927,647.155 (meters)                     COMP
 AC6189  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 AC6189  ELLIP HEIGHT-         136.05  (meters)          (02/17/00) GPS OBS
 AC6189  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 AC6189
 AC6189  HORZ ORDER  -  FIRST
 AC6189  ELLP ORDER  -  FOURTH    CLASS I
 AC6189
 AC6189.The horizontal coordinates were established by GPS observations
 AC6189.and adjusted by the National Geodetic Survey in February 2000..
 AC6189
 AC6189.The orthometric height was determined by GPS observations and a
 AC6189.high-resolution geoid model.
 AC6189
 AC6189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6189
 AC6189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6189
 AC6189.The ellipsoidal height was determined by GPS observations
 AC6189.and is referenced to NAD 83.
 AC6189
 AC6189.The geoid height was determined by GEOID03.
 AC6189
 AC6189;                    North         East     Units Scale Factor Converg.
 AC6189;SPC MO E     -   268,640.352   211,398.110   MT  0.99995168   -0 16 23.1
 AC6189;UTM  15      - 4,235,926.428   680,156.355   MT  0.99999973   +1 16 30.4
 AC6189
 AC6189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6189!SPC MO E     -   0.99997865  x   0.99995168  =   0.99993033
 AC6189!UTM  15      -   0.99997865  x   0.99999973  =   0.99997838
 AC6189
 AC6189                          SUPERSEDED SURVEY CONTROL
 AC6189
 AC6189  NAD 83(1997)-  38 15 11.94798(N)    090 56 27.75995(W) AD(       ) 1
 AC6189  NAD 83(1986)-  38 15 11.95991(N)    090 56 27.75822(W) AD(       ) 1
 AC6189
 AC6189.Superseded values are not recommended for survey control.
 AC6189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6189.See file dsdata.txt to determine how the superseded data were derived.
 AC6189
 AC6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8015635926(NAD 83)
 AC6189_MARKER: DD = SURVEY DISK
 AC6189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6189_STAMPING: FR-42 1994
 AC6189_MARK LOGO: MODNR 
 AC6189_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6189+STABILITY: SURFACE MOTION
 AC6189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6189+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6189
 AC6189  HISTORY     - Date     Condition        Report By
 AC6189  HISTORY     - 1994     MONUMENTED       MODNR
 AC6189
 AC6189                          STATION DESCRIPTION
 AC6189
 AC6189'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6189'STATION AND AZIMUTH MARKS ARE MO DNR GRS INSTALLATIONS. THE STATION IS
 AC6189'LOCATED ABOUT 6.5 MI (10.5 KM) SSE OF ST.  CLAIR, MO ON THE WEST
 AC6189'RIGHT-OF-WAY OF LITTLE INDIAN CREEK ROAD.  IT IS 4.4 FT (1.3 M) WEST
 AC6189'OF A COTTON PICKER SPINDLE 1.3 FT (0.4 M) FROM THE EDGE OF PAVEMENT,
 AC6189'12.4 FT (3.8 M) WEST OF A COTTON PICKER SPINDLE NEAR THE CENTER LINE
 AC6189'OF THE ROAD, 64.0 FT (19.5 M) NNE OF THE NORTHWEST CORNER OF WEST
 AC6189'CONCRETE CURB OF A BRIDGE, 7.3 FT (2.2 M) EAST OF A STEEL FENCE POST,
 AC6189'7.0 FT (2.1 M) ESE OF A CARSONITE WITNESS POST AND 11.0 FT (3.4 M)
 AC6189'SOUTHEAST OF A STEEL FENCE POST. THE AZIMUTH MARK IS .25 MI (0.40 KM)
 AC6189'NORTH ON THE EAST SIDE OF LITTLE INDIAN CREEK ROAD.  IT IS 28.0 FT
 AC6189'(8.5 M) SOUTH OF AN ABANDONED PRIVATE ENTRANCE, 3.0 FT (0.9 M)
 AC6189'SOUTHWEST OF A CARSONITE WITNESS POST, 8.2 FT (2.5 M) NORTHWEST OF AN
 AC6189'ALUMINUM NAIL IN A NOTCH AT BASE OF A 26 IN SUGAR MAPLE, 10.4 FT (3.2
 AC6189'M) EAST OF A 60D NAIL 1 FT (0.3 M) FROM THE EDGE OF PAVEMENT, 18.9 FT
 AC6189'(5.8 M) EAST OF A COTTON PICKER SPINDLE NEAR THE CENTER LINE OF ROAD
 AC6189'AND 39.5 FT (12.0 M) SOUTHEAST OF A NAIL AND WASHER IN A WOODEN FENCE
 AC6189'POST. TO REACH THE AZIMUTH MARK FROM THE CENTER OF I-44 EXIT 239 AT
 AC6189'ST. CLAIR, MO, GO SOUTHEASTERLY ON MISSOURI HIGHWAY 30 FOR 0.3 MI (0.5
 AC6189'KM) TO A JUNCTION WITH MISSOURI HIGHWAY 47, VEER RIGHT AND FOLLOW
 AC6189'HIGHWAYS 30 AND 47 SOUTHEASTERLY FOR 1.45 MI (2.33 KM) TO A Y-JUNCTION
 AC6189'WITH ROUTE K.  VEER RIGHT AND FOLLOW ROUTE K SOUTHEASTERLY AND
 AC6189'SOUTHERLY FOR 4.7 MI (7.6 KM) TO THE CENTER LINE OF BRIDGE OVER THE
 AC6189'MERAMEC RIVER.  CONTINUE TO FOLLOW K SOUTHERLY FOR 0.6 MI (1.0 KM) TO
 AC6189'A T-JUNCTION WITH OLD ROUTE K ON LEFT TURN LEFT AND GO SOUTHEASTERLY
 AC6189'ON OLD K FOR 0.9 MI (1.4 KM) TO A T-JUNCTION.  TURN RIGHT AND GO SOUTH
 AC6189'ON LITTLE INDIAN CREEK ROAD FOR 0.9 MI (1.4 KM) TO MARK ON THE LEFT
 AC6189'(EAST) SIDE AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK,
 AC6189'GO SOUTH ON LITTLE INDIAN CREEK ROAD FOR .25 MI (0.40 KM) TO STATION
 AC6189'ON THE RIGHT (WEST) SIDE AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6190 ***********************************************************************
 AC6190  DESIGNATION -  FR 43
 AC6190  PID         -  AC6190
 AC6190  STATE/COUNTY-  MO/FRANKLIN
 AC6190  USGS QUAD   -  ST CLAIR (1969)
 AC6190
 AC6190                         *CURRENT SURVEY CONTROL
 AC6190  ___________________________________________________________________
 AC6190* NAD 83(1997)-  38 17 01.70309(N)    090 53 48.49293(W)     ADJUSTED  
 AC6190* NAVD 88     -       216.7    (meters)     711.     (feet)  GPS OBS   
 AC6190  ___________________________________________________________________
 AC6190  X           -     -78,463.022 (meters)                     COMP
 AC6190  Y           -  -5,012,505.426 (meters)                     COMP
 AC6190  Z           -   3,930,335.449 (meters)                     COMP
 AC6190  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 AC6190  ELLIP HEIGHT-         186.40  (meters)          (02/17/00) GPS OBS
 AC6190  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AC6190
 AC6190  HORZ ORDER  -  FIRST
 AC6190  ELLP ORDER  -  FOURTH    CLASS I
 AC6190
 AC6190.The horizontal coordinates were established by GPS observations
 AC6190.and adjusted by the National Geodetic Survey in February 2000..
 AC6190
 AC6190.The orthometric height was determined by GPS observations and a
 AC6190.high-resolution geoid model.
 AC6190
 AC6190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6190
 AC6190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6190
 AC6190.The ellipsoidal height was determined by GPS observations
 AC6190.and is referenced to NAD 83.
 AC6190
 AC6190.The geoid height was determined by GEOID03.
 AC6190
 AC6190;                    North         East     Units Scale Factor Converg.
 AC6190;SPC MO E     -   272,006.881   215,284.757   MT  0.99994817   -0 14 45.0
 AC6190;UTM  15      - 4,239,396.975   683,950.816   MT  1.00001675   +1 18 12.3
 AC6190
 AC6190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6190!SPC MO E     -   0.99997075  x   0.99994817  =   0.99991892
 AC6190!UTM  15      -   0.99997075  x   1.00001675  =   0.99998750
 AC6190
 AC6190                          SUPERSEDED SURVEY CONTROL
 AC6190
 AC6190  NAD 83(1997)-  38 17 01.70645(N)    090 53 48.49343(W) AD(       ) 1
 AC6190  NAD 83(1986)-  38 17 01.71842(N)    090 53 48.49165(W) AD(       ) 1
 AC6190
 AC6190.Superseded values are not recommended for survey control.
 AC6190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6190.See file dsdata.txt to determine how the superseded data were derived.
 AC6190
 AC6190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8395139397(NAD 83)
 AC6190_MARKER: DD = SURVEY DISK
 AC6190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6190_STAMPING: FR-43 1994
 AC6190_MARK LOGO: MODNR 
 AC6190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6190+STABILITY: SURFACE MOTION
 AC6190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6190+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6190
 AC6190  HISTORY     - Date     Condition        Report By
 AC6190  HISTORY     - 1994     MONUMENTED       MODNR
 AC6190
 AC6190                          STATION DESCRIPTION
 AC6190
 AC6190'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6190'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6190'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHEAST OF ST.  CLAIR, MO
 AC6190'ON THE SOUTHEAST SIDE OF PROJECT ROAD.  IT IS 32.5 FT (9.9 M)
 AC6190'SOUTHWEST OF THE CENTER LINE OF A PRIVATE ENTRANCE, 46.9 FT (14.3 M)
 AC6190'SOUTHWEST OF BELLE TELEPHONE RISER BOX 13, 15.3 FT (4.7 M) SOUTHWEST
 AC6190'OF A NAIL AND WASHER IN A CORNER FENCE POST, 2.5 FT (0.8 M) NORTHWEST
 AC6190'OF A CARSONITE WITNESS POST AT THE RIGHT-OF-WAY FENCE, 68.2 FT (20.8
 AC6190'M) NORTHEAST OF A NAIL AND WASHER 2 IN BELOW THE I.D.  TAG ON UTILITY
 AC6190'POLE 12867, INT IN FENCE POST 40.9 FT (12.5 M) NORTHWEST OF STATION.
 AC6190'THE AZIMUTH MARK IS 0.2 MI (0.3 KM) SOUTHWEST ON THE SOUTHEAST SIDE OF
 AC6190'PROJECT ROAD.  IT IS 10.3 FT (3.1 M) WSW OF AN ALUMINUM NAIL IN A
 AC6190'NOTCH IN AN 11 IN POST OAK, 1.4 FT (0.4 M) NORTHWEST OF A CARSONITE
 AC6190'WITNESS POST, 4.7 FT (1.4 M) NNE OF AN ALUMINUM NAIL IN A NOTCH IN A
 AC6190'12 IN POST OAK, 74.6 FT (22.7 M) ENE OF A NAIL AND WASHER IN UTILITY
 AC6190'POLE 12871, EDGE OF PAVEMENT IS 10.9 FT (3.3 M) NORTHWEST OF AZIMUTH
 AC6190'MARK, 111.1 FT (33.9 M) NORTH TO A PK NAIL IN 14 IN WHITE OAK AT FENCE
 AC6190'CORNER. TO REACH THE STATION FORM THE CENTER OF I-44 EXIT 239 AT ST.
 AC6190'CLAIR, MO, GO SOUTHEASTERLY ON MISSOURI HWY.  30 FOR 0.3 MI (0.5 KM)
 AC6190'TO A JUNCTION WITH MISSOURI HWY.  47.  VEER RIGHT AND FOLLOW HIGHWAYS
 AC6190'30 AND 47 SOUTHEASTERLY FOR 6.55 MI (10.54 KM) TO A Y-JUNCTION (HWY.
 AC6190'30 CONTINUES EAST AND 47 TURNS SOUTHERLY) .  VEER RIGHT AND CONTINUE
 AC6190'SOUTHEASTERLY ON HWY.  47 FOR 0.6 MI (1.0 KM) TO A REVERSED Y-JUNCTION
 AC6190'WITH RYE CREEK ROAD.  TURN HARD RIGHT AND FOLLOW RYE CREEK RD.
 AC6190'WESTERLY AND SOUTHERLY FOR 2.15 MI (3.46 KM) TO A T-JUNCTION WITH
 AC6190'PROJECT ROAD AT THE VIRGINIA MINES CHURCH AND CEMETERY.  TURN RIGHT
 AC6190'AND FOLLOW PROJECT ROAD SOUTHWESTERLY FOR 0.2 MI (0.3 KM) TO STATION
 AC6190'ON THE LEFT (SOUTHEAST) SIDE AS DESCRIBED.  A FIELD OF OLD FARM
 AC6190'EQUIPMENT IS ON THE NORTHWEST SIDE OF ROAD. TO REACH THE AZIMUTH MARK
 AC6190'FROM THE STATION, CONTINUE SOUTHWESTERLY ON PROJECT ROAD FOR 0.2 MI
 AC6190'(0.3 KM) TO MARK ON THE LEFT (SOUTHEAST) SIDE AS DESCRIBED. DATE OF
 AC6190'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6191 ***********************************************************************
 AC6191  DESIGNATION -  FR 44
 AC6191  PID         -  AC6191
 AC6191  STATE/COUNTY-  MO/FRANKLIN
 AC6191  USGS QUAD   -  STANTON (1980)
 AC6191
 AC6191                         *CURRENT SURVEY CONTROL
 AC6191  ___________________________________________________________________
 AC6191* NAD 83(1997)-  38 21 46.80741(N)    091 00 10.39130(W)     ADJUSTED  
 AC6191* NAVD 88     -       202.2    (meters)     663.     (feet)  GPS OBS   
 AC6191  ___________________________________________________________________
 AC6191  X           -     -87,647.895 (meters)                     COMP
 AC6191  Y           -  -5,006,889.363 (meters)                     COMP
 AC6191  Z           -   3,937,223.129 (meters)                     COMP
 AC6191  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AC6191  ELLIP HEIGHT-         171.57  (meters)          (02/17/00) GPS OBS
 AC6191  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AC6191
 AC6191  HORZ ORDER  -  FIRST
 AC6191  ELLP ORDER  -  FOURTH    CLASS I
 AC6191
 AC6191.The horizontal coordinates were established by GPS observations
 AC6191.and adjusted by the National Geodetic Survey in February 2000..
 AC6191
 AC6191.The orthometric height was determined by GPS observations and a
 AC6191.high-resolution geoid model.
 AC6191
 AC6191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6191
 AC6191.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6191
 AC6191.The ellipsoidal height was determined by GPS observations
 AC6191.and is referenced to NAD 83.
 AC6191
 AC6191.The geoid height was determined by GEOID03.
 AC6191
 AC6191;                    North         East     Units Scale Factor Converg.
 AC6191;SPC MO E     -   280,842.443   206,051.655   MT  0.99995711   -0 18 43.6
 AC6191;UTM  15      - 4,247,979.828   674,481.599   MT  0.99997493   +1 14 23.3
 AC6191
 AC6191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6191!SPC MO E     -   0.99997308  x   0.99995711  =   0.99993019
 AC6191!UTM  15      -   0.99997308  x   0.99997493  =   0.99994801
 AC6191
 AC6191                          SUPERSEDED SURVEY CONTROL
 AC6191
 AC6191  NAD 83(1997)-  38 21 46.81131(N)    091 00 10.39189(W) AD(       ) 1
 AC6191  NAD 83(1986)-  38 21 46.82363(N)    091 00 10.39026(W) AD(       ) 1
 AC6191
 AC6191.Superseded values are not recommended for survey control.
 AC6191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6191.See file dsdata.txt to determine how the superseded data were derived.
 AC6191
 AC6191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7448247980(NAD 83)
 AC6191_MARKER: DD = SURVEY DISK
 AC6191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6191_STAMPING: FR-44 1994
 AC6191_MARK LOGO: MODNR 
 AC6191_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6191+STABILITY: SURFACE MOTION
 AC6191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6191+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6191
 AC6191  HISTORY     - Date     Condition        Report By
 AC6191  HISTORY     - 1994     MONUMENTED       MODNR
 AC6191
 AC6191                          STATION DESCRIPTION
 AC6191
 AC6191'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6191'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6191'STATION IS ABOUT 1.5 MI (2.4 KM) NORTHWEST OF ST.  CLAIR, MO ON THE
 AC6191'SOUTH RIGHT-OF-WAY OF ROUTE AB NEAR THE EAST END OF THE GREEN MOUND
 AC6191'CHURCH CEMETERY.  IT IS 26.5 FT (8.1 M) SOUTH OF AN ASPHALT NAIL AND
 AC6191'WASHER NEAR THE CENTER LINE OF PAVEMENT, 16.1 FT (4.9 M) SOUTH OF A
 AC6191'COTTON PICKER SPINDLE 3 IN FROM THE EDGE OF PAVEMENT, 18.1 FT (5.5 M)
 AC6191'SOUTHWEST OF AN ASPHALT NAIL AND WASHER 3 IN FROM THE EDGE OF
 AC6191'PAVEMENT, 18.0 FT (5.5 M) SOUTHEAST OF AN ASPHALT NAIL AND WASHER 3 IN
 AC6191'FROM THE EDGE OF PAVEMENT AND 4.5 FT (1.4 M) NORTH OF A CARSONITE
 AC6191'WITNESS POST. THE AZIMUTH MARK IS 0.3 MI (0.5 KM) EAST NEAR THE
 AC6191'SOUTHEAST CORNER OF THE WASTEWATER TREATMENT FACILITIES FOR ST.
 AC6191'CLAIR, MO.  IT IS 15.1 FT (4.6 M) SSW OF A CARSONITE WITNESS POST AT
 AC6191'THE FENCE, 15.5 FT (4.7 M) SOUTHWEST OF THE CORNER FENCE POST, 27.2 FT
 AC6191'(8.3 M) NORTH OF THE CENTER OF A SANITARY MANHOLE, 51.1 FT (15.6 M)
 AC6191'NORTHEAST OF THE EDGE OF ROUTE AB PAVEMENT, 14.3 FT (4.4 M) ESE OF THE
 AC6191'SOUTHEAST CORNER OF A CONCRETE PAD FOR A TELEPHONE CONNECTION BOX AND
 AC6191'10.3 FT (3.1 M) SOUTH OF A NAIL AND WASHER IN A UTILITY POLE WITH A
 AC6191'TRANSFORMER. TO REACH THE STATION FROM THE CENTER OF I-44 EXIT 240 AT
 AC6191'ST.  CLAIR, MO, GO NORTHWEST ON MO.  HWY.  47 FOR 0.05 MI (0.08 KM) TO
 AC6191'THE NORTH OUTER ROAD, TURN LEFT AND GO SOUTHWEST ON THE NORTH OUTER
 AC6191'ROAD FOR 0.7 MI (1.1 KM) TO A JUNCTION WITH ROUTE AB, TURN RIGHT AND
 AC6191'FOLLOW ROUTE AB NORTHWESTERLY FOR 0.9 MI (1.4 KM) TO HAPPY SAC ROAD.
 AC6191'THE AZIMUTH MARK AND THE ENTRANCE TO THE WASTEWATER TREATMENT PLANT
 AC6191'ALL ON THE RIGHT (NORTHEAST) SIDE IN A SHARP CURVE LEFT TO REACH THE
 AC6191'STATION FROM THE AZIMUTH MARK, GO WESTERLY ON ROUTE AB FOR 0.3 MI (0.5
 AC6191'KM) TO THE STATION ON THE LEFT (SOUTH) SIDE NEAR THE EAST END OF THE
 AC6191'CEMETERY AS DESCRIBED.  (STATION IS 260 FT (79.2 M) EAST OF THE CHURCH
 AC6191'ENTRANCE) . DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6192 ***********************************************************************
 AC6192  DESIGNATION -  FR 45
 AC6192  PID         -  AC6192
 AC6192  STATE/COUNTY-  MO/FRANKLIN
 AC6192  USGS QUAD   -  STANTON (1980)
 AC6192
 AC6192                         *CURRENT SURVEY CONTROL
 AC6192  ___________________________________________________________________
 AC6192* NAD 83(1997)-  38 18 58.27793(N)    091 02 58.92790(W)     ADJUSTED  
 AC6192* NAVD 88     -       224.4    (meters)     736.     (feet)  GPS OBS   
 AC6192  ___________________________________________________________________
 AC6192  X           -     -91,798.311 (meters)                     COMP
 AC6192  Y           -  -5,010,056.520 (meters)                     COMP
 AC6192  Z           -   3,933,160.955 (meters)                     COMP
 AC6192  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AC6192  ELLIP HEIGHT-         193.78  (meters)          (02/17/00) GPS OBS
 AC6192  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AC6192
 AC6192  HORZ ORDER  -  FIRST
 AC6192  ELLP ORDER  -  FOURTH    CLASS I
 AC6192
 AC6192.The horizontal coordinates were established by GPS observations
 AC6192.and adjusted by the National Geodetic Survey in February 2000..
 AC6192
 AC6192.The orthometric height was determined by GPS observations and a
 AC6192.high-resolution geoid model.
 AC6192
 AC6192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6192
 AC6192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6192
 AC6192.The ellipsoidal height was determined by GPS observations
 AC6192.and is referenced to NAD 83.
 AC6192
 AC6192.The geoid height was determined by GEOID03.
 AC6192
 AC6192;                    North         East     Units Scale Factor Converg.
 AC6192;SPC MO E     -   275,669.597   201,929.374   MT  0.99996178   -0 20 27.0
 AC6192;UTM  15      - 4,242,697.256   670,500.822   MT  0.99995802   +1 12 34.1
 AC6192
 AC6192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6192!SPC MO E     -   0.99996960  x   0.99996178  =   0.99993138
 AC6192!UTM  15      -   0.99996960  x   0.99995802  =   0.99992762
 AC6192
 AC6192                          SUPERSEDED SURVEY CONTROL
 AC6192
 AC6192  NAD 83(1997)-  38 18 58.28121(N)    091 02 58.92842(W) AD(       ) 1
 AC6192  NAD 83(1986)-  38 18 58.29324(N)    091 02 58.92616(W) AD(       ) 1
 AC6192
 AC6192.Superseded values are not recommended for survey control.
 AC6192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6192.See file dsdata.txt to determine how the superseded data were derived.
 AC6192
 AC6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7050142697(NAD 83)
 AC6192_MARKER: DD = SURVEY DISK
 AC6192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6192_STAMPING: FR-45 1994
 AC6192_MARK LOGO: MODNR 
 AC6192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6192+STABILITY: SURFACE MOTION
 AC6192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6192+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6192
 AC6192  HISTORY     - Date     Condition        Report By
 AC6192  HISTORY     - 1994     MONUMENTED       MODNR
 AC6192
 AC6192                          STATION DESCRIPTION
 AC6192
 AC6192'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6192'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6192'STATION IS LOCATED ABOUT 4 MI (6.4 KM) SOUTHWEST OF ST.  CLAIR, MO AND
 AC6192'4 MI (6.4 KM) NORTHEAST OF STANTON, MO ON THE NORTH OUTER ROAD AT THE
 AC6192'TOP OF A GRADE OVERLOOKING THE WEST END OF REST AREAS ON I-44.  IT IS
 AC6192'17.5 FT (5.3 M) SSE OF A COTTON PICKER SPINDLE NEAR THE CENTER LINE OF
 AC6192'THE OUTER ROAD, 216.5 FT (66.0 M) SOUTHWEST OF THE CENTER LINE OF
 AC6192'PRIVATE DRIVE WITH AN ADDRESS OF 1639 N.  SERVICE ROAD, 10.4 FT (3.2
 AC6192'M) ESE AND 10.5 FT (3.2 M) SOUTHWEST OF ASPHALT NAILS AND WASHERS 3 IN
 AC6192'FROM EDGE OF PAVEMENT, 7.0 FT (2.1 M) SSE OF ANOTHER ASPHALT NAIL AND
 AC6192'WASHER 3 IN FROM PAVEMENT, AND 14.0 FT (4.3 M) NNW OF A CARSONITE
 AC6192'WITNESS POST. THE AZIMUTH MARK IS 0.3 MI (0.5 KM) EAST ON THE NORTH
 AC6192'RIGHT-OF-WAY OF THE OUTER ROAD.  IT IS 31.7 FT (9.7 M) WSW OF A PUNCH
 AC6192'MARK ON THE NORTH END OF A 48 IN C.M.P.  UNDER THE OUTER ROAD, 6.2 FT
 AC6192'(1.9 M) NORTHWEST OF A METAL POST WITH TWO REFLECTORS, 12.5 FT (3.8 M)
 AC6192'NNW OF AN ASPHALT NAIL AND WASHER 3 IN FROM THE EDGE OF PAVEMENT, 29.8
 AC6192'FT (9.1 M) SOUTHEAST OF AN MSHTD RIGHT-OF-WAY MARKER POST, 20.2 FT
 AC6192'(6.2 M) SOUTHEAST OF A CARSONITE WITNESS POST AND 21.5 FT (6.6 M) SSE
 AC6192'OF A NAIL AND WASHER IN A UTILITY POLE. TO REACH THE AZIMUTH MARK FROM
 AC6192'THE CENTER OF I-44 EXIT 239, GO NORTHWEST FOR 0.05 MI (0.08 KM) TO THE
 AC6192'T-JUNCTION WITH THE NORTH OUTER ROAD (ROUTE AB NORTHEAST AND ROUTE WW
 AC6192'SOUTHWEST) .  TURN LEFT AND FOLLOW ROUTE WW FOR 1.35 MI (2.17 KM) TO
 AC6192'POINT WHERE IT TURNS NORTHWEST AND LEAVES NORTH OUTER ROAD.  CONTINUE
 AC6192'SOUTHWEST ON OUTER ROAD FOR 2.25 MI (3.62 KM) TO MARK ON THE RIGHT
 AC6192'(NORTHWEST) SIDE AND A HIGH FILL FOR THE WESTBOUND LANE OF I-44 ON THE
 AC6192'LEFT (SOUTHEAST) . TO REACH THE STATION FROM THE AZIMUTH MARK,
 AC6192'CONTINUE SOUTHWESTERLY ON THE NORTH OUTER ROAD FOR 0.3 MI (0.5 KM) TO
 AC6192'TOP OF GRADE AND STATION ON THE LEFT (SOUTHEAST) BETWEEN THE NORTH
 AC6192'OUTER ROAD AND THE WESTBOUND LANE OF I-44 AS DESCRIBED. DATE OF REPORT
 AC6192'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6193 ***********************************************************************
 AC6193  DESIGNATION -  FR 46
 AC6193  PID         -  AC6193
 AC6193  STATE/COUNTY-  MO/FRANKLIN
 AC6193  USGS QUAD   -  STANTON (1980)
 AC6193
 AC6193                         *CURRENT SURVEY CONTROL
 AC6193  ___________________________________________________________________
 AC6193* NAD 83(1997)-  38 16 28.59048(N)    091 06 31.99378(W)     ADJUSTED  
 AC6193* NAVD 88     -       269.4    (meters)     884.     (feet)  GPS OBS   
 AC6193  ___________________________________________________________________
 AC6193  X           -     -97,029.551 (meters)                     COMP
 AC6193  Y           -  -5,012,854.185 (meters)                     COMP
 AC6193  Z           -   3,929,566.412 (meters)                     COMP
 AC6193  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AC6193  ELLIP HEIGHT-         238.81  (meters)          (02/17/00) GPS OBS
 AC6193  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AC6193
 AC6193  HORZ ORDER  -  FIRST
 AC6193  ELLP ORDER  -  FOURTH    CLASS I
 AC6193
 AC6193.The horizontal coordinates were established by GPS observations
 AC6193.and adjusted by the National Geodetic Survey in February 2000..
 AC6193
 AC6193.The orthometric height was determined by GPS observations and a
 AC6193.high-resolution geoid model.
 AC6193
 AC6193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6193
 AC6193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6193
 AC6193.The ellipsoidal height was determined by GPS observations
 AC6193.and is referenced to NAD 83.
 AC6193
 AC6193.The geoid height was determined by GEOID03.
 AC6193
 AC6193;                    North         East     Units Scale Factor Converg.
 AC6193;SPC MO E     -   271,086.840   196,723.299   MT  0.99996828   -0 22 37.8
 AC6193;UTM  15      - 4,237,975.475   665,420.666   MT  0.99993701   +1 10 18.0
 AC6193
 AC6193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6193!SPC MO E     -   0.99996253  x   0.99996828  =   0.99993081
 AC6193!UTM  15      -   0.99996253  x   0.99993701  =   0.99989954
 AC6193
 AC6193                          SUPERSEDED SURVEY CONTROL
 AC6193
 AC6193  NAD 83(1997)-  38 16 28.59340(N)    091 06 31.99418(W) AD(       ) 1
 AC6193  NAD 83(1986)-  38 16 28.60563(N)    091 06 31.99285(W) AD(       ) 1
 AC6193
 AC6193.Superseded values are not recommended for survey control.
 AC6193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6193.See file dsdata.txt to determine how the superseded data were derived.
 AC6193
 AC6193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6542137975(NAD 83)
 AC6193_MARKER: DD = SURVEY DISK
 AC6193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6193_STAMPING: FR-46 1994
 AC6193_MARK LOGO: MODNR 
 AC6193_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6193+STABILITY: SURFACE MOTION
 AC6193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6193+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6193
 AC6193  HISTORY     - Date     Condition        Report By
 AC6193  HISTORY     - 1994     MONUMENTED       MODNR
 AC6193
 AC6193                          STATION DESCRIPTION
 AC6193
 AC6193'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6193'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6193'STATION IS LOCATED AT STANTON, MO IN THE SOUTHWEST ANGLE OF I-44 EXIT
 AC6193'230.  IT IS IN THE SOUTHWEST ANGLE OF ROUTE J AND THE NORTH OUTER ROAD
 AC6193'WEST ON MHTD RIGHT-OF-WAY AT THE NORTHEAST CORNER OF THE PARKING LOT
 AC6193'FOR ROOSTER S BAR AND GRILL.  IT IS 20.4 FT (6.2 M) SOUTH OF A NAIL
 AC6193'AND WASHER IN THE SOUTH POST OF THE OUTER ROAD SIGN, 47.5 FT (14.5 M)
 AC6193'WEST OF A P.K.  NAIL AND WASHER 3 IN FROM EDGE OF PAVEMENT, 4.1 FT
 AC6193'(1.2 M) NORTHWEST OF A MHTD RIGHT-OF-WAY MARKER POST, 12.1 FT (3.7 M)
 AC6193'NORTHWEST OF THE CENTER OF A FIBER OPTIC MANHOLE, 9.5 FT (2.9 M) NNW
 AC6193'OF A BURIED CABLE MARKER POST, 31.0 FT (9.4 M) EAST OF A 60D NAIL NEAR
 AC6193'THE CENTER LINE ENTRANCE AND 2.3 FT (0.7 M) NORTHEAST OF A CARSONITE
 AC6193'WITNESS POST. THE AZIMUTH MARK IS 0.3 MI (0.5 KM) EAST ON THE SOUTH
 AC6193'RIGHT-OF-WAY OF ROUTE W IN THE AREA MOWED AS LAWN BY THE FIRST BAPTIST
 AC6193'CHURCH.  IT IS 11.0 FT (3.4 M) SOUTH OF A P.K.  NAIL AND WASHER 6 IN
 AC6193'FROM EDGE OF PAVEMENT, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS
 AC6193'POST, 81.0 FT (24.7 M) WNW OF A NAIL AND WASHER IN UTILITY POLE 31157,
 AC6193'35.5 FT (10.8 M) NNE OF THE NORTHWEST CORNER OF THE NORTH BRICK POST
 AC6193'OF THE CHURCH SIGN AND 22.9 FT (7.0 M) SOUTHEAST OF A P.K.  NAIL AND
 AC6193'WASHER 6 IN FROM EDGE OF PAVEMENT. TO REACH THE STATION FROM THE
 AC6193'CENTER OF I-44 EXIT 230 AT STANTON, MO, GO WEST ON ROUTE JJ FOR 0.1 MI
 AC6193'(0.2 KM) TO THE NORTH OUTER ROAD JUNCTION AND THE STATION ON THE LEFT
 AC6193'(SOUTH) SIDE IN THE SOUTHWEST ANGLE OF THE INTERSECTION AS DESCRIBED.
 AC6193'TO REACH THE AZIMUTH MARK FROM THE CENTER OF I-44 EXIT 230, GO EAST ON
 AC6193'ROUTE W FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT (SOUTH) SIDE AS
 AC6193'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6194 ***********************************************************************
 AC6194  DESIGNATION -  FR 47
 AC6194  PID         -  AC6194
 AC6194  STATE/COUNTY-  MO/FRANKLIN
 AC6194  USGS QUAD   -  RICHWOODS (1981)
 AC6194
 AC6194                         *CURRENT SURVEY CONTROL
 AC6194  ___________________________________________________________________
 AC6194* NAD 83(1997)-  38 12 18.13233(N)    090 50 06.58363(W)     ADJUSTED  
 AC6194* NAVD 88     -       299.63   (meters)     983.0    (feet)  LEVELING  
 AC6194  ___________________________________________________________________
 AC6194  X           -     -73,150.136 (meters)                     COMP
 AC6194  Y           -  -5,018,064.333 (meters)                     COMP
 AC6194  Z           -   3,923,519.782 (meters)                     COMP
 AC6194  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AC6194  ELLIP HEIGHT-         269.66  (meters)          (02/17/00) GPS OBS
 AC6194  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 AC6194
 AC6194  HORZ ORDER  -  FIRST
 AC6194  VERT ORDER  -  THIRD ?
 AC6194  ELLP ORDER  -  FOURTH    CLASS I
 AC6194
 AC6194.The horizontal coordinates were established by GPS observations
 AC6194.and adjusted by the National Geodetic Survey in February 2000..
 AC6194
 AC6194.The orthometric height was determined by differential leveling.
 AC6194.The vertical network tie was performed by a horz. field party for horz.
 AC6194.obs reductions. Reset procedures were used to establish the elevation.
 AC6194
 AC6194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6194
 AC6194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6194
 AC6194.The ellipsoidal height was determined by GPS observations
 AC6194.and is referenced to NAD 83.
 AC6194
 AC6194.The geoid height was determined by GEOID03.
 AC6194
 AC6194;                    North         East     Units Scale Factor Converg.
 AC6194;SPC MO E     -   263,242.567   220,645.955   MT  0.99994394   -0 12 26.3
 AC6194;UTM  15      - 4,230,779.962   689,547.276   MT  1.00004250   +1 20 21.5
 AC6194
 AC6194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6194!SPC MO E     -   0.99995769  x   0.99994394  =   0.99990163
 AC6194!UTM  15      -   0.99995769  x   1.00004250  =   1.00000019
 AC6194
 AC6194                          SUPERSEDED SURVEY CONTROL
 AC6194
 AC6194  NAD 83(1997)-  38 12 18.13554(N)    090 50 06.58410(W) AD(       ) 1
 AC6194  NAD 83(1986)-  38 12 18.14705(N)    090 50 06.58286(W) AD(       ) 1
 AC6194
 AC6194.Superseded values are not recommended for survey control.
 AC6194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6194.See file dsdata.txt to determine how the superseded data were derived.
 AC6194
 AC6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8954730780(NAD 83)
 AC6194_MARKER: DD = SURVEY DISK
 AC6194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6194_STAMPING: FR-47 1994
 AC6194_MARK LOGO: MODNR 
 AC6194_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6194+STABILITY: SURFACE MOTION
 AC6194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6194+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6194
 AC6194  HISTORY     - Date     Condition        Report By
 AC6194  HISTORY     - 1994     MONUMENTED       MODNR
 AC6194
 AC6194                          STATION DESCRIPTION
 AC6194
 AC6194'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6194'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6194'STATION IS LOCATED ABOUT 13 MI (20.9 KM) SOUTHEAST OF ST.  CLAIR, MO
 AC6194'AND 4 MI (6.4 KM) NORTH OF RICHWOODS, MO ON THE EAST RIGHT-OF-WAY OF
 AC6194'MISSOURI HIGHWAY 47 AT THE SOUTH END OF ITS Y-JUNCTION WITH ROUTE FF.
 AC6194'IT IS 21.9 FT (6.7 M) WEST OF A CARSONITE WITNESS POST, 50.7 FT (15.5
 AC6194'M) NORTHWEST OF CGS BENCH MARK V-130, 5.4 FT (1.6 M) EAST OF A P.K.
 AC6194'NAIL AND WASHER 12 INCHES FROM THE EDGE OF PAVEMENT, 45.2 FT (13.8 M)
 AC6194'EAST OF A NAIL AND WASHER IN A FENCE POST AND 14.5 FT (4.4 M) SSE OF A
 AC6194'NAIL AND WASHER IN A HIGHWAY SIGN POST. THE AZIMUTH MARK IS 0.3 MI
 AC6194'(0.5 KM) SOUTH ON THE EAST RIGHT-OF-WAY OF MO HWY.  47 OPPOSITE A
 AC6194'PRIVATE ENTRANCE FOR C AND M VARVEL WITH MAILBOX 47.  IT IS 61.8 FT
 AC6194'(18.8 M) SSW OF AN ALUMINUM NAIL IN A NOTCH IN A 20 IN POST OAK, 9.3
 AC6194'FT (2.8 M) SOUTHWEST OF A CARSONITE WITNESS POST, 13.6 FT (4.1 M)
 AC6194'NORTHEAST OF A P.K.  NAIL AND WASHER 8 IN FROM EDGE OF PAVEMENT, 8.7
 AC6194'FT (2.7 M) EAST OF A P.K.  NAIL AND WASHER 8 IN FROM EDGE OF PAVEMENT,
 AC6194'AND 37.6 FT (11.5 M) ESE OF A NAIL AND WASHER IN THE MAILBOX POST. TO
 AC6194'REACH THE AZIMUTH MARK FROM THE JUNCTION OF ROUTES A (WEST) AND H
 AC6194'(EAST) WITH MO HWY.  47 ABOUT 1 MI (1.6 KM) EAST OF RICHWOODS, MO, GO
 AC6194'NORTH ON HWY.  47 FOR 2.90 MI (4.67 KM) TO THE MARK ON THE RIGHT
 AC6194'(EAST) SIDE AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK,
 AC6194'CONTINUE NORTH ON HWY. 47 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 AC6194'RIGHT (EAST) SIDE AT THE SOUTH END OF THE Y-JUNCTION WITH ROUTE FF AND
 AC6194'ABOUT 0.05 MI (0.08 KM) NORTH OF THE HIGHWAY SIGN FOR THE
 AC6194'FRANKLIN-WASHINGTON COUNTY LINE AS DESCRIBED. DATE OF REPORT
 AC6194'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6195 ***********************************************************************
 AC6195  DESIGNATION -  FR 48
 AC6195  PID         -  AC6195
 AC6195  STATE/COUNTY-  MO/FRANKLIN
 AC6195  USGS QUAD   -  RICHWOODS (1981)
 AC6195
 AC6195                         *CURRENT SURVEY CONTROL
 AC6195  ___________________________________________________________________
 AC6195* NAD 83(1997)-  38 14 24.76378(N)    090 47 04.16454(W)     ADJUSTED  
 AC6195* NAVD 88     -       188.7    (meters)     619.     (feet)  GPS OBS   
 AC6195  ___________________________________________________________________
 AC6195  X           -     -68,677.898 (meters)                     COMP
 AC6195  Y           -  -5,015,624.207 (meters)                     COMP
 AC6195  Z           -   3,926,518.609 (meters)                     COMP
 AC6195  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AC6195  ELLIP HEIGHT-         158.63  (meters)          (02/17/00) GPS OBS
 AC6195  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 AC6195
 AC6195  HORZ ORDER  -  FIRST
 AC6195  ELLP ORDER  -  FOURTH    CLASS I
 AC6195
 AC6195.The horizontal coordinates were established by GPS observations
 AC6195.and adjusted by the National Geodetic Survey in February 2000..
 AC6195
 AC6195.The orthometric height was determined by GPS observations and a
 AC6195.high-resolution geoid model.
 AC6195
 AC6195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6195
 AC6195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6195
 AC6195.The ellipsoidal height was determined by GPS observations
 AC6195.and is referenced to NAD 83.
 AC6195
 AC6195.The geoid height was determined by GEOID03.
 AC6195
 AC6195;                    North         East     Units Scale Factor Converg.
 AC6195;SPC MO E     -   267,131.970   225,095.893   MT  0.99994097   -0 10 33.9
 AC6195;UTM  15      - 4,234,788.540   693,891.054   MT  1.00006301   +1 22 18.3
 AC6195
 AC6195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6195!SPC MO E     -   0.99997511  x   0.99994097  =   0.99991608
 AC6195!UTM  15      -   0.99997511  x   1.00006301  =   1.00003812
 AC6195
 AC6195                          SUPERSEDED SURVEY CONTROL
 AC6195
 AC6195  NAD 83(1997)-  38 14 24.76710(N)    090 47 04.16502(W) AD(       ) 1
 AC6195  NAD 83(1986)-  38 14 24.77839(N)    090 47 04.16392(W) AD(       ) 1
 AC6195
 AC6195.Superseded values are not recommended for survey control.
 AC6195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6195.See file dsdata.txt to determine how the superseded data were derived.
 AC6195
 AC6195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9389134789(NAD 83)
 AC6195_MARKER: DD = SURVEY DISK
 AC6195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6195_STAMPING: FR-48 1994
 AC6195_MARK LOGO: MODNR 
 AC6195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6195+STABILITY: SURFACE MOTION
 AC6195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6195+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6195
 AC6195  HISTORY     - Date     Condition        Report By
 AC6195  HISTORY     - 1994     MONUMENTED       MODNR
 AC6195
 AC6195                          STATION DESCRIPTION
 AC6195
 AC6195'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6195'STATION IS A STANDARD MO DNR GRS INSTALLATION. THE STATION IS LOCATED
 AC6195'ABOUT 13 MI (20.9 KM) SOUTHEAST OF ST.  CLAIR, MO, 7 MI (11.3 KM)
 AC6195'NORTHEAST OF RICHWOODS, MO AND 9 MI (14.5 KM) SSE OF LONEDELL, MO IN
 AC6195'THE SOUTHEAST PART OF A Y-JUNCTION OF DIAMOND SCHOOL ROAD WITH MAUPIN
 AC6195'ROAD.  IT IS 27.9 FT (8.5 M) WSW OF A NAIL AND WASHER IN A FENCE POST,
 AC6195'7.3 FT (2.2 M) NORTHWEST OF A CARSONITE WITNESS POST, 8.5 FT (2.6 M)
 AC6195'NNE OF A NAIL AND WASHER IN A FENCE POST, 31.9 FT (9.7 M) NORTHEAST OF
 AC6195'A NAIL AND WASHER IN UTILITY POLE 92629 AND 46.2 FT (14.1 M) SOUTHEAST
 AC6195'OF A METAL ROAD SIGN POST IN THE TRIANGLE ISLAND OF THE INTERSECTION.
 AC6195'NO AZIMUTH MARK WAS ESTABLISHED. TO REACH THE STATION FROM THE
 AC6195'JUNCTION OF ROUTES A (WEST) AND H (EAST) WITH MISSOURI HIGHWAY 47
 AC6195'ABOUT 1 MI (1.6 KM) EAST OF RICHWOODS, MO, GO NORTH ON HWY.  47 FOR
 AC6195'3.2 MI (5.1 KM) TO A Y-JUNCTION WITH ROUTE FF.  VEER RIGHT AND
 AC6195'CONTINUE NORTHERLY ON ROUTE FF FOR 1.85 MI (2.98 KM) TO A JUNCTION
 AC6195'WITH MAUPIN ROAD, VEER RIGHT AND GO NORTHEASTERLY FOR 2.25 MI (3.62
 AC6195'KM) ON MAUPIN ROAD TO A Y-JUNCTION WITH DIAMOND SCHOOL ROAD AND THE
 AC6195'STATION ON THE RIGHT (SOUTHEAST) SIDE AS DESCRIBED. DATE OF REPORT
 AC6195'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6196 ***********************************************************************
 AC6196  DESIGNATION -  FR 49
 AC6196  PID         -  AC6196
 AC6196  STATE/COUNTY-  MO/FRANKLIN
 AC6196  USGS QUAD   -  LONEDELL (1969)
 AC6196
 AC6196                         *CURRENT SURVEY CONTROL
 AC6196  ___________________________________________________________________
 AC6196* NAD 83(1997)-  38 16 34.53216(N)    090 52 08.19419(W)     ADJUSTED  
 AC6196* NAVD 88     -       218.6    (meters)     717.     (feet)  GPS OBS   
 AC6196  ___________________________________________________________________
 AC6196  X           -     -76,033.516 (meters)                     COMP
 AC6196  Y           -  -5,013,063.485 (meters)                     COMP
 AC6196  Z           -   3,929,678.984 (meters)                     COMP
 AC6196  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AC6196  ELLIP HEIGHT-         188.35  (meters)          (02/17/00) GPS OBS
 AC6196  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AC6196
 AC6196  HORZ ORDER  -  FIRST
 AC6196  ELLP ORDER  -  FOURTH    CLASS I
 AC6196
 AC6196.The horizontal coordinates were established by GPS observations
 AC6196.and adjusted by the National Geodetic Survey in February 2000..
 AC6196
 AC6196.The orthometric height was determined by GPS observations and a
 AC6196.high-resolution geoid model.
 AC6196
 AC6196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6196
 AC6196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6196
 AC6196.The ellipsoidal height was determined by GPS observations
 AC6196.and is referenced to NAD 83.
 AC6196
 AC6196.The geoid height was determined by GEOID03.
 AC6196
 AC6196;                    North         East     Units Scale Factor Converg.
 AC6196;SPC MO E     -   271,159.057   217,718.884   MT  0.99994616   -0 13 42.8
 AC6196;UTM  15      - 4,238,615.207   686,407.158   MT  1.00002795   +1 19 13.7
 AC6196
 AC6196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6196!SPC MO E     -   0.99997045  x   0.99994616  =   0.99991661
 AC6196!UTM  15      -   0.99997045  x   1.00002795  =   0.99999840
 AC6196
 AC6196                          SUPERSEDED SURVEY CONTROL
 AC6196
 AC6196  NAD 83(1997)-  38 16 34.53552(N)    090 52 08.19468(W) AD(       ) 1
 AC6196  NAD 83(1986)-  38 16 34.54714(N)    090 52 08.19332(W) AD(       ) 1
 AC6196
 AC6196.Superseded values are not recommended for survey control.
 AC6196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6196.See file dsdata.txt to determine how the superseded data were derived.
 AC6196
 AC6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8640738615(NAD 83)
 AC6196_MARKER: DD = SURVEY DISK
 AC6196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6196_STAMPING: FR-49 1994
 AC6196_MARK LOGO: MODNR 
 AC6196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6196+STABILITY: SURFACE MOTION
 AC6196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6196+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6196
 AC6196  HISTORY     - Date     Condition        Report By
 AC6196  HISTORY     - 1994     MONUMENTED       MODNR
 AC6196
 AC6196                          STATION DESCRIPTION
 AC6196
 AC6196'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6196'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6196'STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHEAST OF ST.  CLAIR, MO
 AC6196'AND 3 MI (4.8 KM) SOUTHWEST OF LONEDELL, MO IN THE SOUTHEAST ANGLE OF
 AC6196'THE INTERSECTION OF MISSOURI HIGHWAY 47 WITH PROJECT ROAD.  IT IS 17.8
 AC6196'FT (5.4 M) SOUTH OF A P.K.  NAIL AND WASHER NEAR THE CENTER LINE OF
 AC6196'PROJECT ROAD AND 11.2 FT (3.4 M) NORTHEAST OF THE NORTHWEST CORNER OF
 AC6196'A 12 FT (3.7 M) X 13 FT (4.0 M) CONCRETE SLAB FOR A SOUTHWESTERN BELL
 AC6196'CONTROL UNIT BOX, 8.1 FT (2.5 M) NORTHWEST OF THE NORTHEAST CORNER OF
 AC6196'THE SLAB, 28.0 FT (8.5 M) NORTHEAST OF A NAIL AND WASHER IN THE WEST
 AC6196'POST OF A CHURCH SIGN, 24.4 FT (7.4 M) NORTHEAST OF A NAIL AND WASHER
 AC6196'IN A UTILITY POLE WITH A TRANSFORMER AND 55.0 FT (16.8 M) ESE OF A
 AC6196'P.K.  NAIL AND WASHER NEAR THE CENTER LINE OF HIGHWAY 47. THE AZIMUTH
 AC6196'MARK IS 0.3 MI (0.5 KM) EAST ON THE SOUTH SIDE OF PROJECT ROAD.  IT IS
 AC6196'PAVED OVER, DID NOT VERIFY.  IT IS 41.6 FT (12.7 M) WEST OF A NAIL AND
 AC6196'WASHER IN UTILITY POLE 12800, 1.9 FT (0.6 M) NORTH OF TRACES OF A
 AC6196'FORMER RIGHT-OF-WAY FENCE, 4.0 FT (1.2 M) EAST OF A CARSONITE WITNESS
 AC6196'POST, AND 29.9 FT (9.1 M) SOUTHEAST OF A NOTCH CHISLED IN THE EAST END
 AC6196'OF A 12 IN CMP AT ENTRANCE TO MIDWEST HYDRO DRILLING SERVICE. TO REACH
 AC6196'THE STATION FROM THE Y-JUNCTION OF MISSOURI HIGHWAYS 30 AND 47 ABOUT 6
 AC6196'MI (9.7 KM) EAST OF ST.  CLAIR, MO, GO SOUTHERLY ON HIGHWAY 47 FOR 2.9
 AC6196'MI (4.7 KM) TO A CROSSROAD, PROJECT ROAD AND THE STATION ON THE LEFT
 AC6196'IN THE SOUTHEAST ANGLE OF THE INTERSECTION. TO REACH THE AZIMUTH MARK
 AC6196'FROM THE STATION, GO EAST ON PROJECT ROAD FOR 0.3 MI (0.5 KM) TO THE
 AC6196'MARK ON THE RIGHT (SOUTH) SIDE AS DESCRIBED. STATION WAS MOVED TO
 AC6196'AVOID UNDERGROUND UTILITIES.  STATION IS ALSO 42.1 FT (12.8 M)
 AC6196'SOUTHEAST OF A PK NAIL ON THE EAST SIDE OF A UTILITY POLE. DATE OF
 AC6196'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6197 ***********************************************************************
 AC6197  DESIGNATION -  FR 50
 AC6197  PID         -  AC6197
 AC6197  STATE/COUNTY-  MO/FRANKLIN
 AC6197  USGS QUAD   -  LONEDELL (1969)
 AC6197
 AC6197                         *CURRENT SURVEY CONTROL
 AC6197  ___________________________________________________________________
 AC6197* NAD 83(1997)-  38 20 52.51678(N)    090 49 49.62106(W)     ADJUSTED  
 AC6197* NAVD 88     -       179.9    (meters)     590.     (feet)  GPS OBS   
 AC6197  ___________________________________________________________________
 AC6197  X           -     -72,593.697 (meters)                     COMP
 AC6197  Y           -  -5,008,151.846 (meters)                     COMP
 AC6197  Z           -   3,935,896.663 (meters)                     COMP
 AC6197  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AC6197  ELLIP HEIGHT-         149.47  (meters)          (02/17/00) GPS OBS
 AC6197  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 AC6197
 AC6197  HORZ ORDER  -  FIRST
 AC6197  ELLP ORDER  -  FOURTH    CLASS I
 AC6197
 AC6197.The horizontal coordinates were established by GPS observations
 AC6197.and adjusted by the National Geodetic Survey in February 2000..
 AC6197
 AC6197.The orthometric height was determined by GPS observations and a
 AC6197.high-resolution geoid model.
 AC6197
 AC6197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6197
 AC6197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6197
 AC6197.The ellipsoidal height was determined by GPS observations
 AC6197.and is referenced to NAD 83.
 AC6197
 AC6197.The geoid height was determined by GEOID03.
 AC6197
 AC6197;                    North         East     Units Scale Factor Converg.
 AC6197;SPC MO E     -   279,100.522   221,115.287   MT  0.99994360   -0 12 18.1
 AC6197;UTM  15      - 4,246,646.376   689,587.759   MT  1.00004267   +1 20 47.3
 AC6197
 AC6197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6197!SPC MO E     -   0.99997655  x   0.99994360  =   0.99992015
 AC6197!UTM  15      -   0.99997655  x   1.00004267  =   1.00001922
 AC6197
 AC6197                          SUPERSEDED SURVEY CONTROL
 AC6197
 AC6197  NAD 83(1997)-  38 20 52.52026(N)    090 49 49.62159(W) AD(       ) 1
 AC6197  NAD 83(1986)-  38 20 52.53199(N)    090 49 49.62038(W) AD(       ) 1
 AC6197
 AC6197.Superseded values are not recommended for survey control.
 AC6197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6197.See file dsdata.txt to determine how the superseded data were derived.
 AC6197
 AC6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8958846646(NAD 83)
 AC6197_MARKER: DD = SURVEY DISK
 AC6197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6197_STAMPING: FR-50 1994
 AC6197_MARK LOGO: MODNR 
 AC6197_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6197+STABILITY: SURFACE MOTION
 AC6197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6197+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6197
 AC6197  HISTORY     - Date     Condition        Report By
 AC6197  HISTORY     - 1994     MONUMENTED       MODNR
 AC6197
 AC6197                          STATION DESCRIPTION
 AC6197
 AC6197'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6197'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6197'THE STATION IS LOCATE ABOUT 8.5 MI (13.7 KM) EAST OF ST.  CLAIR, MO
 AC6197'AND 2 1/2 MI NORTH OF LONEDELL, MO ON THE WEST RIGHT-OF-WAY OF ROUTE
 AC6197'N.  IT IS 21.5 FT (6.6 M) SOUTHWEST OF A P.K.  NAIL AND WASHER 12 IN
 AC6197'FROM THE EDGE OF PAVEMENT NEAR THE CENTER LINE OF A FIELD ENTRANCE ON
 AC6197'THE WEST RIGHT-OF-WAY, 48.5 FT (14.8 M) WNW OF AN ENS SIGN POST (
 AC6197'N3/495) ON THE SOUTH SIDE OF A PRIVATE ENTRANCE ON THE EAST
 AC6197'RIGHT-OF-WAY, 12.3 FT (3.7 M) NORTHWEST OF A P.K.  NAIL AND WASHER 12
 AC6197'IN FROM THE EDGE OF PAVEMENT, 7.7 FT (2.3 M) ESE OF A NAIL AND WASHER
 AC6197'ON UTILITY POLE SW2238, 7.5 FT (2.3 M) SOUTHEAST OF A CARSONITE
 AC6197'WITNESS POST, AND 10.1 FT (3.1 M) SOUTHWEST OF A CHISLED NOTCH ON THE
 AC6197'SOUTH END OF A 12 IN CONCRETE CULVERT. THE AZIMUTH MARK IS 0.3 MI (0.5
 AC6197'KM) NORTHEAST ON THE EAST RIGHT-OF-WAY OF ROUTE N OPPOSITE ROSIE S
 AC6197'BEAUTY BOX HAIR AND BEAUTY SALON.  IT IS 5.1 FT (1.6 M) NORTHWEST OF A
 AC6197'CARSONITE WITNESS POST, 10.5 FT (3.2 M) NORTHWEST OF A NAIL AND WASHER
 AC6197'IN A UTILITY POLE 65, 11.0 FT (3.4 M) NORTHEAST OF A P.K.  NAIL AND
 AC6197'WASHER 12 IN FROM EDGE OF PAVEMENT, 6.5 FT (2.0 M) SOUTHEAST OF
 AC6197'ANOTHER P.K.  NAIL AND WASHER 12 IN FROM EDGE OF PAVEMENT, 50.9 FT
 AC6197'(15.5 M) EAST OF A PK NAIL ON THE SOUTH SIDE OF A 4 IN X 4 IN SIGN
 AC6197'POST FOR ROSIE S BEAUTY BOX HAIR AND BEAUTY SALON, AND 55.5 FT (16.9
 AC6197'M) NORTHEAST OF A PUNCH MARK ON THE NORTH END OF A 15 IN CMP AT
 AC6197'ENTRANCE TO ROSIE S HAIR SALON TO REACH THE STATION FROM THE JUNCTION
 AC6197'OF MISSOURI HIGHWAY 30 WITH ROUTE N ABOUT 9 MI (14.5 KM) EAST OF ST.
 AC6197'CLAIR IN THE TOWN OF LONEDELL, MO, GO NORTH ON ROUTE N FOR 2.95 MI
 AC6197'(4.75 KM) TO THE STATION ON THE LEFT (WEST) RIGHT-OF-WAY JUST NORTH OF
 AC6197'THE T-JUNCTION OF OAK GROVE CHURCH ROAD. TO REACH THE AZIMUTH MARK
 AC6197'FROM THE STATION, CONTINUE NORTH ON ROUTE N FOR 0.3 MI (0.5 KM) TO THE
 AC6197'MARK ON THE RIGHT AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6198 ***********************************************************************
 AC6198  DESIGNATION -  FR 51
 AC6198  PID         -  AC6198
 AC6198  STATE/COUNTY-  MO/FRANKLIN
 AC6198  USGS QUAD   -  LONEDELL (1969)
 AC6198
 AC6198                         *CURRENT SURVEY CONTROL
 AC6198  ___________________________________________________________________
 AC6198* NAD 83(1997)-  38 21 18.68996(N)    090 45 01.36634(W)     ADJUSTED  
 AC6198* NAVD 88     -       208.9    (meters)     685.     (feet)  GPS OBS   
 AC6198  ___________________________________________________________________
 AC6198  X           -     -65,588.484 (meters)                     COMP
 AC6198  Y           -  -5,007,770.411 (meters)                     COMP
 AC6198  Z           -   3,936,547.548 (meters)                     COMP
 AC6198  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AC6198  ELLIP HEIGHT-         178.45  (meters)          (02/17/00) GPS OBS
 AC6198  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AC6198
 AC6198  HORZ ORDER  -  FIRST
 AC6198  ELLP ORDER  -  FOURTH    CLASS I
 AC6198
 AC6198.The horizontal coordinates were established by GPS observations
 AC6198.and adjusted by the National Geodetic Survey in February 2000..
 AC6198
 AC6198.The orthometric height was determined by GPS observations and a
 AC6198.high-resolution geoid model.
 AC6198
 AC6198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6198
 AC6198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6198
 AC6198.The ellipsoidal height was determined by GPS observations
 AC6198.and is referenced to NAD 83.
 AC6198
 AC6198.The geoid height was determined by GEOID03.
 AC6198
 AC6198;                    North         East     Units Scale Factor Converg.
 AC6198;SPC MO E     -   279,885.488   228,116.484   MT  0.99993923   -0 09 19.3
 AC6198;UTM  15      - 4,247,620.747   696,565.957   MT  1.00007586   +1 23 47.1
 AC6198
 AC6198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6198!SPC MO E     -   0.99997200  x   0.99993923  =   0.99991123
 AC6198!UTM  15      -   0.99997200  x   1.00007586  =   1.00004786
 AC6198
 AC6198                          SUPERSEDED SURVEY CONTROL
 AC6198
 AC6198  NAD 83(1997)-  38 21 18.69340(N)    090 45 01.36685(W) AD(       ) 1
 AC6198  NAD 83(1986)-  38 21 18.70468(N)    090 45 01.36585(W) AD(       ) 1
 AC6198
 AC6198.Superseded values are not recommended for survey control.
 AC6198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6198.See file dsdata.txt to determine how the superseded data were derived.
 AC6198
 AC6198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9656647621(NAD 83)
 AC6198_MARKER: DD = SURVEY DISK
 AC6198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6198_STAMPING: FR-51 1994
 AC6198_MARK LOGO: MODNR 
 AC6198_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6198+STABILITY: SURFACE MOTION
 AC6198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6198+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6198
 AC6198  HISTORY     - Date     Condition        Report By
 AC6198  HISTORY     - 1994     MONUMENTED       MODNR
 AC6198
 AC6198                          STATION DESCRIPTION
 AC6198
 AC6198'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6198'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6198'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) EAST OF ST.  CLAIR, MO, 9
 AC6198'MI (14.5 KM) SOUTH OF PACIFIC, MO, 5 MI (8.0 KM) NORTHEAST OF
 AC6198'LONEDELL, AND 4.5 MI (7.2 KM) NORTH OF GRUBVILLE, MO NEAR THE
 AC6198'FRANKLIN-JEFFERSON COUNTY LINE ON THE EAST RIGHT-OF-WAY OF ROUTE HH IN
 AC6198'THE NORTHEAST ANGLE OF ITS INTERSECTION WITH DITTMER-CATAWISSA ROAD.
 AC6198'IT IS 8.4 FT (2.6 M) SOUTHWEST OF A UNION ELECTRIC CABLE WARNING POST,
 AC6198'4.9 FT (1.5 M) WSW OF A STOP SIGN POST, 14.7 FT (4.5 M) WEST OF A NAIL
 AC6198'AND WASHER IN THE WEST POST OF A CABLE GATE, 4.6 FT (1.4 M) WNW OF A
 AC6198'STREET SIGN POST, 16.7 FT (5.1 M) NORTH OF A 60D NAIL AND WASHER NEAR
 AC6198'THE CENTER LINE OF DITTMER-CATAWISSA ROAD, AND 18.2 FT (5.5 M) EAST OF
 AC6198'A P.K.  NAIL AND WASHER 12 IN FROM EDGE OF ROUTE HH PAVEMENT, AND 4.8
 AC6198'FT (1.5 M) WSW OF A CARSONITE WITNESS POST AT THE STOP SIGN POST. THE
 AC6198'AZIMUTH MARK IS .25 MI (0.40 KM) NORTHEAST ON THE EAST RIGHT-OF-WAY OF
 AC6198'ROUTE HH ABOUT 200 FT (61.0 M) NORTH OF THE INTERSECTION WITH TOM
 AC6198'FROST ROAD.  IT IS 18.4 FT (5.6 M) SSW OF A NAIL AND WASHER IN A FENCE
 AC6198'POST, 8.3 FT (2.5 M) EAST OF A NAIL AND WASHER IN A CORNER FENCE POST,
 AC6198'3.1 FT (0.9 M) NNE OF A CARSONITE WITNESS POST, AND 16.8 FT (5.1 M)
 AC6198'ESE OF A P.K.  NAIL AND WASHER 12 IN FROM THE EDGE OF PAVEMENT. TO
 AC6198'REACH THE STATION FROM THE JUNCTION OF ROUTE HH WITH MISSOURI HIGHWAY
 AC6198'30 ABOUT 2 MI (3.2 KM) EAST OF LONEDELL, MO AND A MI WEST OF THE
 AC6198'JEFFERSON-FRANKLIN COUNTY LINE, GO NORTHERLY FOLLOWING ROUTE HH FOR
 AC6198'5.1 MI (8.2 KM) TO A T-JUNCTION ON THE RIGHT (EAST) SIDE WITH THE
 AC6198'DITTMER-CATAWISSA ROAD AND THE STATION AS DESCRIBED IN THE NORTHEAST
 AC6198'ANGLE OF THE INTERSECTION. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC6198'CONTINUE NORTH ON ROUTE HH FOR 0.25 MI (0.40 KM) TO THE MARK ON THE
 AC6198'RIGHT (EAST) SIDE JUST BEYOND THE JUNCTION WITH TOM FROST ROAD AS
 AC6198'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6199 ***********************************************************************
 AC6199  DESIGNATION -  FR 52
 AC6199  PID         -  AC6199
 AC6199  STATE/COUNTY-  MO/FRANKLIN
 AC6199  USGS QUAD   -  GRAY SUMMIT (1969)
 AC6199
 AC6199                         *CURRENT SURVEY CONTROL
 AC6199  ___________________________________________________________________
 AC6199* NAD 83(1997)-  38 26 00.60048(N)    090 51 52.67237(W)     ADJUSTED  
 AC6199* NAVD 88     -       207.3    (meters)     680.     (feet)  GPS OBS   
 AC6199  ___________________________________________________________________
 AC6199  X           -     -75,492.689 (meters)                     COMP
 AC6199  Y           -  -5,002,229.925 (meters)                     COMP
 AC6199  Z           -   3,943,359.361 (meters)                     COMP
 AC6199  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AC6199  ELLIP HEIGHT-         176.51  (meters)          (02/17/00) GPS OBS
 AC6199  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AC6199
 AC6199  HORZ ORDER  -  FIRST
 AC6199  ELLP ORDER  -  FOURTH    CLASS I
 AC6199
 AC6199.The horizontal coordinates were established by GPS observations
 AC6199.and adjusted by the National Geodetic Survey in February 2000..
 AC6199
 AC6199.The orthometric height was determined by GPS observations and a
 AC6199.high-resolution geoid model.
 AC6199
 AC6199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6199
 AC6199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6199
 AC6199.The ellipsoidal height was determined by GPS observations
 AC6199.and is referenced to NAD 83.
 AC6199
 AC6199.The geoid height was determined by GEOID03.
 AC6199
 AC6199;                    North         East     Units Scale Factor Converg.
 AC6199;SPC MO E     -   288,610.757   218,165.060   MT  0.99994581   -0 13 36.0
 AC6199;UTM  15      - 4,256,074.019   686,380.592   MT  1.00002781   +1 19 39.9
 AC6199
 AC6199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6199!SPC MO E     -   0.99997231  x   0.99994581  =   0.99991812
 AC6199!UTM  15      -   0.99997231  x   1.00002781  =   1.00000011
 AC6199
 AC6199                          SUPERSEDED SURVEY CONTROL
 AC6199
 AC6199  NAD 83(1997)-  38 26 00.60410(N)    090 51 52.67292(W) AD(       ) 1
 AC6199  NAD 83(1986)-  38 26 00.61715(N)    090 51 52.67115(W) AD(       ) 1
 AC6199
 AC6199.Superseded values are not recommended for survey control.
 AC6199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6199.See file dsdata.txt to determine how the superseded data were derived.
 AC6199
 AC6199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8638156074(NAD 83)
 AC6199_MARKER: DD = SURVEY DISK
 AC6199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6199_STAMPING: FR-52 1994
 AC6199_MARK LOGO: MODNR 
 AC6199_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6199+STABILITY: SURFACE MOTION
 AC6199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6199+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6199
 AC6199  HISTORY     - Date     Condition        Report By
 AC6199  HISTORY     - 1994     MONUMENTED       MODNR
 AC6199
 AC6199                          STATION DESCRIPTION
 AC6199
 AC6199'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6199'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6199'STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHWEST OF GRAY SUMMIT, MO
 AC6199'AND 3 MI (4.8 KM) WNW OF ROBERTSVILLE, MO ON THE EAST SIDE OF ST. MARY
 AC6199'ROAD IN THE SOUTHWEST ANGLE OF A PRIVATE ENTRANCE TO BUGGY TRAIL FARM.
 AC6199'IT IS 7.6 FT (2.3 M) SOUTHWEST OF A 4 IN STEEL POST FOR THE FARMS
 AC6199'SIGN, 5.9 FT (1.8 M) WEST OF A CARSONITE WITNESS POST AT THE FENCE,
 AC6199'7.0 FT (2.1 M) NORTHWEST OF A NAIL AND WASHER IN A FENCE POST, 17.2 FT
 AC6199'(5.2 M) EAST OF A P.K.  NAIL AND WASHER 12 IN FROM EDGE OF PAVEMENT,
 AC6199'17.1 FT (5.2 M) SSE OF A PUNCH MARK ON THE SOUTH END OF A 12 IN CMP
 AC6199'AND 15.3 FT (4.7 M) SSE OF A POST FOR ENS SIGN SM6/343. THE AZIMUTH
 AC6199'MARK IS 0.2 MI (0.3 KM) SOUTH IN THE NORTHEAST ANGLE OF THE PRIVATE
 AC6199'ENTRANCE SM6/393.  IT IS 9.3 FT (2.8 M) WEST OF A CARSONITE WITNESS
 AC6199'POST, 9.6 FT (2.9 M) WEST OF A 1.25 INCH PIPE AT THE END OF THE FENCE,
 AC6199'42.4 FT (12.9 M) NNE OF THE ENS SIGN POST, 5.4 FT (1.6 M) EAST OF A
 AC6199'P.K.  NAIL AND WASHER 12 IN FROM EDGE OF PAVEMENT AND 53.7 FT (16.4 M)
 AC6199'SOUTHEAST OF A NAIL AND WASHER IN UTILITY POLE 76. TO REACH THE
 AC6199'STATION FROM THE CENTER OF I-44 EXIT 251 GO WEST ON THE OVERPASS ROAD
 AC6199'FOR 0.15 MI (0.24 KM) TO THE TRAFFIC LIGHT INTERSECTION OF MISSOURI
 AC6199'HIGHWAY 100 WITH ROUTE AT.  TURN LEFT AND GO SOUTHWESTERLY ON ROUTE AT
 AC6199'FOR 0.45 MI (0.72 KM) TO A WYE INTERSECTION WITH ST.  MARY ROAD, VEER
 AC6199'LEFT AND FOLLOW ST.  MARY ROAD SOUTHERLY FOR 2.6 MI (4.2 KM) TO THE
 AC6199'STATION ON THE LEFT (EAST) SIDE AT THE ENTRANCE TO BUGGY TRAIL FARM AS
 AC6199'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 AC6199'SOUTHERLY ON ST.  MARY ROAD FOR 0.2 MI (0.3 KM) TO THE MARK ON THE
 AC6199'LEFT (EAST) IN THE NORTHEAST ANGLE OF A PRIVATE ENTRANCE TO A
 AC6199'ONE-STORY WHITE FRAME DWELLING AS DESCRIBED.  THIS LOCATION IS ABOUT
 AC6199'0.1 MI (0.2 KM) NORTH OF THE JUNCTION OF ST.  MARY ROAD WITH ROUTE O.
 AC6199'DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6200 ***********************************************************************
 AC6200  DESIGNATION -  FR 53
 AC6200  PID         -  AC6200
 AC6200  STATE/COUNTY-  MO/FRANKLIN
 AC6200  USGS QUAD   -  GRAY SUMMIT (1969)
 AC6200
 AC6200                         *CURRENT SURVEY CONTROL
 AC6200  ___________________________________________________________________
 AC6200* NAD 83(1997)-  38 24 56.80607(N)    090 48 50.30427(W)     ADJUSTED  
 AC6200* NAVD 88     -       154.56   (meters)     507.1    (feet)  LEVELING  
 AC6200  ___________________________________________________________________
 AC6200  X           -     -71,086.743 (meters)                     COMP
 AC6200  Y           -  -5,003,475.917 (meters)                     COMP
 AC6200  Z           -   3,941,785.570 (meters)                     COMP
 AC6200  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AC6200  ELLIP HEIGHT-         123.90  (meters)          (02/17/00) GPS OBS
 AC6200  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AC6200
 AC6200  HORZ ORDER  -  FIRST
 AC6200  VERT ORDER  -  THIRD ?
 AC6200  ELLP ORDER  -  FOURTH    CLASS I
 AC6200
 AC6200.The horizontal coordinates were established by GPS observations
 AC6200.and adjusted by the National Geodetic Survey in February 2000..
 AC6200
 AC6200.The orthometric height was determined by differential leveling.
 AC6200.The vertical network tie was performed by a horz. field party for horz.
 AC6200.obs reductions. Reset procedures were used to establish the elevation.
 AC6200
 AC6200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6200
 AC6200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6200
 AC6200.The ellipsoidal height was determined by GPS observations
 AC6200.and is referenced to NAD 83.
 AC6200
 AC6200.The geoid height was determined by GEOID03.
 AC6200
 AC6200;                    North         East     Units Scale Factor Converg.
 AC6200;SPC MO E     -   286,627.525   222,581.165   MT  0.99994259   -0 11 42.3
 AC6200;UTM  15      - 4,254,211.111   690,849.279   MT  1.00004858   +1 21 31.4
 AC6200
 AC6200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6200!SPC MO E     -   0.99998056  x   0.99994259  =   0.99992315
 AC6200!UTM  15      -   0.99998056  x   1.00004858  =   1.00002914
 AC6200
 AC6200                          SUPERSEDED SURVEY CONTROL
 AC6200
 AC6200  NAD 83(1997)-  38 24 56.80964(N)    090 48 50.30482(W) AD(       ) 1
 AC6200  NAD 83(1986)-  38 24 56.82266(N)    090 48 50.30290(W) AD(       ) 1
 AC6200
 AC6200.Superseded values are not recommended for survey control.
 AC6200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6200.See file dsdata.txt to determine how the superseded data were derived.
 AC6200
 AC6200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9084954211(NAD 83)
 AC6200_MARKER: DD = SURVEY DISK
 AC6200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6200_STAMPING: FR-53 1994
 AC6200_MARK LOGO: MODNR 
 AC6200_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6200+STABILITY: SURFACE MOTION
 AC6200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6200+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6200
 AC6200  HISTORY     - Date     Condition        Report By
 AC6200  HISTORY     - 1994     MONUMENTED       MODNR
 AC6200
 AC6200                          STATION DESCRIPTION
 AC6200
 AC6200'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6200'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6200'STATION IS ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF PACIFIC, MO, 5 MI (8.0
 AC6200'KM) SOUTH OF GRAY SUMMIT, MO AND AT THE TOWN OF ROBERTSVILLE IN THE
 AC6200'SOUTHWEST ANGLE OF THE INTERSECTION OF ROUTES AND N.  IT IS 15.7 FT
 AC6200'(4.8 M) SOUTH OF A P.K.  NAIL AND WASHER 12 IN FROM THE EDGE OF
 AC6200'PAVEMENT, 57.3 FT (17.5 M) SOUTHWEST OF AN UNDERGROUND CABLE SIGN
 AC6200'WARNING POST, 16.3 FT (5.0 M) NORTHWEST OF ANOTHER UNDERGROUND CABLE
 AC6200'WARNING SIGN POST, 27.8 FT (8.5 M) WEST OF A P.K.  NAIL AND WASHER 3
 AC6200'FT (0.9 M) FROM EDGE OF PAVEMENT IN CURVE RADIUS, 13.2 FT (4.0 M)
 AC6200'NORTHEAST OF A NAIL AND WASHER IN THE SOUTH LEG OF A LITTER SIGN AND
 AC6200'13.7 FT (4.2 M) EAST OF A CARSONITE WITNESS POST AT THE NORTH LEG. THE
 AC6200'AZIMUTH MARK IS .25 MI (0.40 KM) WEST ON THE NORTH RIGHT-OF-WAY OF
 AC6200'ROUTE O AT THE WEST END OF AN ABANDONED ASPHALT APRON.  IT IS 63.0 FT
 AC6200'(19.2 M) WEST OF A NAIL AND WASHER IN A UTILITY POLE WITH AN
 AC6200'UNDERGROUND CABLE WARNING SIGN, 17.5 FT (5.3 M) WEST OF A P.K.  NAIL
 AC6200'AND WASHER 6 FT (1.8 M) NORTH AND 6 FT (1.8 M) WEST OF THE SOUTHWEST
 AC6200'CORNER OF THE APRON, 15.4 FT (4.7 M) NORTHWEST OF A P.K.  NAIL AND
 AC6200'WASHER 12 IN FROM THE EDGE OF PAVEMENT AND 6.4 FT (2.0 M) SOUTHWEST OF
 AC6200'A CARSONITE WITNESS POST. TO REACH THE AZIMUTH MARK FROM THE CENTER OF
 AC6200'I-44 EXIT 253 AT GRAY SUMMIT, MO, GO SOUTH ON THE OVERPASS FOR 0.05 MI
 AC6200'(0.08 KM) TO THE SOUTH OUTER ROAD AND MISSOURI HIGHWAY 100, TURN RIGHT
 AC6200'AND GO WEST ON 100 FOR 0.4 MI (0.6 KM) TO ROBERSTVILLE ROAD ON THE
 AC6200'LEFT, TURN LEFT AND GO SOUTH ON ROBERSTVILLE ROAD FOR 4.4 MI (7.1 KM)
 AC6200'TO JUNCTION WITH ROUTE O, TURN LEFT AND GO EASTERLY ON ROUTE FOR 1.15
 AC6200'MI (1.85 KM) TO THE MARK ON THE LEFT (NORTH) SIDE AT THE WEST END OF
 AC6200'AN ASPHALT APRON AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH
 AC6200'MARK, CONTINUE EAST ON ROUTE O FOR 0.3 MI (0.5 KM) TO THE STATION ON
 AC6200'THE RIGHT (SOUTH) SIDE IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 AC6200'ROUTES AND N AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6201 ***********************************************************************
 AC6201  DESIGNATION -  FR 54
 AC6201  PID         -  AC6201
 AC6201  STATE/COUNTY-  MO/FRANKLIN
 AC6201  USGS QUAD   -  GRAY SUMMIT (1969)
 AC6201
 AC6201                         *CURRENT SURVEY CONTROL
 AC6201  ___________________________________________________________________
 AC6201* NAD 83(1997)-  38 26 55.77811(N)    090 49 49.25622(W)     ADJUSTED  
 AC6201* NAVD 88     -       173.1    (meters)     568.     (feet)  GPS OBS   
 AC6201  ___________________________________________________________________
 AC6201  X           -     -72,483.932 (meters)                     COMP
 AC6201  Y           -  -5,001,189.747 (meters)                     COMP
 AC6201  Z           -   3,944,670.748 (meters)                     COMP
 AC6201  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AC6201  ELLIP HEIGHT-         142.33  (meters)          (02/17/00) GPS OBS
 AC6201  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 AC6201
 AC6201  HORZ ORDER  -  FIRST
 AC6201  ELLP ORDER  -  FOURTH    CLASS I
 AC6201
 AC6201.The horizontal coordinates were established by GPS observations
 AC6201.and adjusted by the National Geodetic Survey in February 2000..
 AC6201
 AC6201.The orthometric height was determined by GPS observations and a
 AC6201.high-resolution geoid model.
 AC6201
 AC6201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6201
 AC6201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6201
 AC6201.The ellipsoidal height was determined by GPS observations
 AC6201.and is referenced to NAD 83.
 AC6201
 AC6201.The geoid height was determined by GEOID03.
 AC6201
 AC6201;                    North         East     Units Scale Factor Converg.
 AC6201;SPC MO E     -   290,300.750   221,164.256   MT  0.99994357   -0 12 19.5
 AC6201;UTM  15      - 4,257,844.920   689,333.098   MT  1.00004147   +1 20 58.3
 AC6201
 AC6201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6201!SPC MO E     -   0.99997767  x   0.99994357  =   0.99992124
 AC6201!UTM  15      -   0.99997767  x   1.00004147  =   1.00001914
 AC6201
 AC6201                          SUPERSEDED SURVEY CONTROL
 AC6201
 AC6201  NAD 83(1997)-  38 26 55.78174(N)    090 49 49.25679(W) AD(       ) 1
 AC6201  NAD 83(1986)-  38 26 55.79497(N)    090 49 49.25503(W) AD(       ) 1
 AC6201
 AC6201.Superseded values are not recommended for survey control.
 AC6201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6201.See file dsdata.txt to determine how the superseded data were derived.
 AC6201
 AC6201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8933357845(NAD 83)
 AC6201_MARKER: DD = SURVEY DISK
 AC6201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6201_STAMPING: FR-54 1994
 AC6201_MARK LOGO: MODNR 
 AC6201_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6201+STABILITY: SURFACE MOTION
 AC6201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6201+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6201
 AC6201  HISTORY     - Date     Condition        Report By
 AC6201  HISTORY     - 1994     MONUMENTED       MODNR
 AC6201
 AC6201                          STATION DESCRIPTION
 AC6201
 AC6201'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6201'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6201'STATION IS ABOUT 2 MI (3.2 KM) SSE OF I-44 EXIT 253 AT GRAY SUMMIT, MO
 AC6201'ON THE EAST SIDE OF ROBERTSVILLE ROAD.  IT IS 6.8 FT (2.1 M) SOUTHEAST
 AC6201'OF A NAIL AND WASHER IN A FENCE POST, 4.1 FT (1.2 M) WEST OF A
 AC6201'CARSONITE WITNESS POST AT THE FENCE AND FROM P.K. NAILS 12 IN FROM THE
 AC6201'EDGE OF PAVEMENT IT IS 13.8 FT (4.2 M) NORTHEAST, 11.9 FT (3.6 M) EAST
 AC6201'AND 13.6 FT (4.1 M) SOUTHEAST. THE AZIMUTH MARK IS 0.25 MI (0.40 KM)
 AC6201'NORTH ON THE WEST SIDE OF ROBERTSVILLE ROAD 250 FT (76.2 M) NORTH OF
 AC6201'THE ENTRANCE TO ENS LOCATION RR5060.  IT IS 8.4 FT (2.6 M) WEST FROM
 AC6201'THE EDGE OF THE PAVEMENT, 90.3 FT (27.5 M) NNE OF A TELEPHONE RISER
 AC6201'BOX AND 3.5 FT (1.1 M) EAST OF A CARSONITE WITNESS POST. TO REACH THE
 AC6201'STATION FROM THE CENTER OF I-44 EXIT 253 AT GRAY SUMMIT, MO, GO SOUTH
 AC6201'ON THE OVERPASS FOR 0.05 MI (0.08 KM) TO MISSOURI HIGHWAY 100 AND THE
 AC6201'SOUTH OUTER ROAD.  TURN RIGHT AND GO WESTERLY ON ROUTE 100 FOR 0.4 MI
 AC6201'(0.6 KM) TO ROBERTSVILLE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON
 AC6201'ROBERTSVILLE ROAD FOR 2.3 MI (3.7 KM) TO THE STATION ON THE LEFT
 AC6201'(EAST) SIDE OF ROAD AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AC6201'STATION, GO NORTH ON ROBERTSVILLE ROAD FOR 0.2 MI (0.3 KM) TO MARK ON
 AC6201'LEFT (WEST) SIDE AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6202 ***********************************************************************
 AC6202  DESIGNATION -  FR 55
 AC6202  PID         -  AC6202
 AC6202  STATE/COUNTY-  MO/FRANKLIN
 AC6202  USGS QUAD   -  GRAY SUMMIT (1969)
 AC6202
 AC6202                         *CURRENT SURVEY CONTROL
 AC6202  ___________________________________________________________________
 AC6202* NAD 83(1997)-  38 27 40.57874(N)    090 46 56.52150(W)     ADJUSTED  
 AC6202* NAVD 88     -       140.3    (meters)     460.     (feet)  GPS OBS   
 AC6202  ___________________________________________________________________
 AC6202  X           -     -68,283.622 (meters)                     COMP
 AC6202  Y           -  -5,000,363.986 (meters)                     COMP
 AC6202  Z           -   3,945,732.166 (meters)                     COMP
 AC6202  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AC6202  ELLIP HEIGHT-         109.55  (meters)          (02/17/00) GPS OBS
 AC6202  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AC6202
 AC6202  HORZ ORDER  -  FIRST
 AC6202  ELLP ORDER  -  FOURTH    CLASS I
 AC6202
 AC6202.The horizontal coordinates were established by GPS observations
 AC6202.and adjusted by the National Geodetic Survey in February 2000..
 AC6202
 AC6202.The orthometric height was determined by GPS observations and a
 AC6202.high-resolution geoid model.
 AC6202
 AC6202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6202
 AC6202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6202
 AC6202.The ellipsoidal height was determined by GPS observations
 AC6202.and is referenced to NAD 83.
 AC6202
 AC6202.The geoid height was determined by GEOID03.
 AC6202
 AC6202;                    North         East     Units Scale Factor Converg.
 AC6202;SPC MO E     -   291,668.153   225,356.775   MT  0.99994081   -0 10 32.3
 AC6202;UTM  15      - 4,259,325.763   693,487.416   MT  1.00006106   +1 22 47.1
 AC6202
 AC6202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6202!SPC MO E     -   0.99998281  x   0.99994081  =   0.99992362
 AC6202!UTM  15      -   0.99998281  x   1.00006106  =   1.00004387
 AC6202
 AC6202                          SUPERSEDED SURVEY CONTROL
 AC6202
 AC6202  NAD 83(1997)-  38 27 40.58229(N)    090 46 56.52204(W) AD(       ) 1
 AC6202  NAD 83(1986)-  38 27 40.59558(N)    090 46 56.52000(W) AD(       ) 1
 AC6202
 AC6202.Superseded values are not recommended for survey control.
 AC6202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6202.See file dsdata.txt to determine how the superseded data were derived.
 AC6202
 AC6202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9348759326(NAD 83)
 AC6202_MARKER: DD = SURVEY DISK
 AC6202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6202_STAMPING: FR-55 1994
 AC6202_MARK LOGO: MODNR 
 AC6202_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6202+STABILITY: SURFACE MOTION
 AC6202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6202+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6202
 AC6202  HISTORY     - Date     Condition        Report By
 AC6202  HISTORY     - 1994     MONUMENTED       MODNR
 AC6202
 AC6202                          STATION DESCRIPTION
 AC6202
 AC6202'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6202'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6202'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHWEST OF PACIFIC, MO ON
 AC6202'THE NORTH SIDE OF BEND ROAD ABOUT.5 MI WEST OF ITS BRIDGE OVER THE
 AC6202'MERAMEC RIVER.  IT IS ON A SLIGHT MOUND IN A Y-JUNCTION WHERE BEND RD.
 AC6202'CURVES SOUTH FROM ITS FORMER LOCATION WHICH CONTINUES WEST AND SERVES
 AC6202'AS A PRIVATE ENTRANCE.  IT IS 2.5 FT (0.8 M) SOUTH OF A CARSONITE
 AC6202'WITNESS POST, AND 19.3 FT (5.9 M) ENE OF A NAIL AND WASHER 4.5 FT (1.4
 AC6202'M) ABOVE GROUND IN UTILITY POLE 17033.  (TELEPHONE RISER 34 IS ON THE
 AC6202'WEST SIDE OF THIS POLE) . THE AZIMUTH MARK IS 0.4 MI (0.6 KM) EAST ON
 AC6202'THE SOUTH SIDE OF BEND RD.  NEAR THE WEST END OF THE SOUTH GUARDRAIL
 AC6202'FOR THE APPROACH TO THE MERAMEC RIVER BRIDGE.  IT IS 16.3 FT (5.0 M)
 AC6202'WEST OF A NAIL AND WASHER IN UTILITY POLE 16489 WITH A BURIED CABLE
 AC6202'SIGN, 3.2 FT (1.0 M) WNW OF A CARSONITE WITNESS POST AND NNE OF A NAIL
 AC6202'AND WASHER IN THE NORTH GATE POST FOR A LANE TO THE FIELD AND RIVER.
 AC6202'TO REACH THE AZIMUTH MARK FROM THE STOP LIGHT INTERSECTION OF THE
 AC6202'SOUTH OUTER ROAD WITH THE UNDERPASS OF I-44 AT EXIT 257, GO EAST ON
 AC6202'THE SOUTH OUTER ROAD (OLD U.S.  HWY.  66) FOR 0.95 MI (1.53 KM) TO AN
 AC6202'INTERSECTION WITH 1ST STREET IN PACIFIC, MO.  (1ST STREET IS ROUTE OO
 AC6202'NORTH AND ROUTE F SOUTH AT THIS POINT) .  TURN RIGHT AND GO SOUTH ON
 AC6202'1ST STREET (ROUTE F) FOR 0.15 MI (0.24 KM) TO A JUNCTION WITH ROUTE N
 AC6202'AT ST.  LOUIS STREET, TURN RIGHT AND FOLLOW ROUTE N SOUTHERLY AND
 AC6202'WESTERLY FOR 2.65 MI (4.26 KM) TO END OF STATE MAINTENANCE WHERE ROUTE
 AC6202'N BECOMES BEND ROAD.  CONTINUE TO FOLLOW BEND ROAD WESTERLY, NORTHERLY
 AC6202'AND WESTERLY CROSSING MERAMEC RIVER AT 0.2 MI (0.3 KM) AND REACHING
 AC6202'AZIMUTH MARK ON LEFT (SOUTH) SIDE AT 0.3 MI (0.5 KM) AS DESCRIBED. TO
 AC6202'REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE WESTERLY ON BEND
 AC6202'ROAD FOR 0.4 MI (0.6 KM) TO BEGINNING OF A CURVE LEFT AT A Y-JUNCTION
 AC6202'WITH A GRAVEL ROAD CONTINUING WEST AND STATION ON THE RIGHT (NORTH)
 AC6202'SIDE IN FORK OF JUNCTION AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6203 ***********************************************************************
 AC6203  DESIGNATION -  FR 56
 AC6203  PID         -  AC6203
 AC6203  STATE/COUNTY-  MO/FRANKLIN
 AC6203  USGS QUAD   -  PACIFIC (1974)
 AC6203
 AC6203                         *CURRENT SURVEY CONTROL
 AC6203  ___________________________________________________________________
 AC6203* NAD 83(1997)-  38 26 18.55047(N)    090 44 38.05674(W)     ADJUSTED  
 AC6203* NAVD 88     -       167.7    (meters)     550.     (feet)  GPS OBS   
 AC6203  ___________________________________________________________________
 AC6203  X           -     -64,947.581 (meters)                     COMP
 AC6203  Y           -  -5,002,002.866 (meters)                     COMP
 AC6203  Z           -   3,943,768.330 (meters)                     COMP
 AC6203  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AC6203  ELLIP HEIGHT-         136.96  (meters)          (02/17/00) GPS OBS
 AC6203  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AC6203
 AC6203  HORZ ORDER  -  FIRST
 AC6203  ELLP ORDER  -  FOURTH    CLASS I
 AC6203
 AC6203.The horizontal coordinates were established by GPS observations
 AC6203.and adjusted by the National Geodetic Survey in February 2000..
 AC6203
 AC6203.The orthometric height was determined by GPS observations and a
 AC6203.high-resolution geoid model.
 AC6203
 AC6203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6203
 AC6203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6203
 AC6203.The ellipsoidal height was determined by GPS observations
 AC6203.and is referenced to NAD 83.
 AC6203
 AC6203.The geoid height was determined by GEOID03.
 AC6203
 AC6203;                    North         East     Units Scale Factor Converg.
 AC6203;SPC MO E     -   289,129.408   228,706.845   MT  0.99993891   -0 09 05.9
 AC6203;UTM  15      - 4,256,878.547   696,905.587   MT  1.00007750   +1 24 10.8
 AC6203
 AC6203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6203!SPC MO E     -   0.99997851  x   0.99993891  =   0.99991742
 AC6203!UTM  15      -   0.99997851  x   1.00007750  =   1.00005601
 AC6203
 AC6203                          SUPERSEDED SURVEY CONTROL
 AC6203
 AC6203  NAD 83(1997)-  38 26 18.55398(N)    090 44 38.05728(W) AD(       ) 1
 AC6203  NAD 83(1986)-  38 26 18.56716(N)    090 44 38.05519(W) AD(       ) 1
 AC6203
 AC6203.Superseded values are not recommended for survey control.
 AC6203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6203.See file dsdata.txt to determine how the superseded data were derived.
 AC6203
 AC6203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9690656879(NAD 83)
 AC6203_MARKER: DD = SURVEY DISK
 AC6203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6203_STAMPING: FR-56 1994
 AC6203_MARK LOGO: MODNR 
 AC6203_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6203+STABILITY: SURFACE MOTION
 AC6203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6203+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6203
 AC6203  HISTORY     - Date     Condition        Report By
 AC6203  HISTORY     - 1994     MONUMENTED       MODNR
 AC6203
 AC6203                          STATION DESCRIPTION
 AC6203
 AC6203'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6203'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6203'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF PACIFIC, MO ON THE
 AC6203'NORTH SIDE OF PHELAN ROAD JUST EAST OF SUGAR LAKE DRIVE.  IT IS 7.8 FT
 AC6203'(2.4 M) SOUTHWEST OF A NAIL AND SHINER IN UTILITY POLE 16136, 3.2 FT
 AC6203'(1.0 M) SOUTHWEST OF A CARSONITE WITNESS POST, 33.7 FT (10.3 M) NNW OF
 AC6203'A NAIL AND SHINER IN AN 18 IN CEDAR STUMP IN THE SOUTH RIGHT-OF-WAY
 AC6203'FENCE, 50.6 FT (15.4 M) NORTHEAST OF A NAIL AND SHINER IN A CORNER
 AC6203'FENCE POST, 18.1 FT (5.5 M) ESE OF A SOUTHWESTERN BELL TELEPHONE RISER
 AC6203'( 2) AND 36.9 FT (11.2 M) SOUTHEAST OF A NAIL AND SHINER IN UTILITY
 AC6203'POLE 53971. THE AZIMUTH MARK IS .25 MI (0.40 KM) WEST ON THE SOUTH
 AC6203'SIDE OF PHELAN ROAD IN THE SOUTHWEST ANGLE OF A PRIVATE ENTRANCE (
 AC6203'PH6/0082) .  IT IS 18 FT (5.5 M) SOUTH OF THE CENTER LINE, 39.6 FT
 AC6203'(12.1 M) NORTHWEST OF A NAIL AND SHINER IN A BRACE POST FOR A FENCE
 AC6203'CORNER POST, 1.5 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, 6 FT
 AC6203'(1.8 M) NORTHEAST OF THE EAST RAILROAD TIE GATE POST, 24.6 FT (7.5 M)
 AC6203'EAST OF A NAIL AND SHINER IN THE WEST RAILROAD TIE GATE POST, 23.1 FT
 AC6203'(7.0 M) EAST OF THE ENS SIGN POST AND 39.9 FT (12.2 M) SSE OF A NAIL
 AC6203'AND SHINER IN A UTILITY POLE AT THE WEST SIDE OF AN ENTRANCE (MAILBOX
 AC6203'636) ON THE NORTH SIDE OF THE ROAD. TO REACH THE STATION FROM THE
 AC6203'JUNCTION OF OSAGE ST.  (BUSINESS ROUTE I-44) WITH FIRST STREET (ROUTE
 AC6203'OO NORTH AND ROUTE F SOUTH) IN PACIFIC, MO, FOLLOW ROUTE F SOUTHERLY
 AC6203'FOR 2.5 MI (4.0 KM) TO THE Y-JUNCTION WITH ROUTE O.  VEER RIGHT AND
 AC6203'FOLLOW ROUTE SOUTHERLY FOR 1.3 MI (2.1 KM) TO PHELAN RD.  ON THE
 AC6203'RIGHT.  TURN RIGHT AND GO WEST ON PHELAN ROAD FOR 0.1 MI (0.2 KM) TO
 AC6203'THE CREST OF THE GRADE AND STATION ON THE RIGHT (NORTH) SIDE JUST
 AC6203'BEFORE SUGAR LAKE DRIVE AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM
 AC6203'THE STATION, CONTINUE WEST ON PHELAN RD.  FOR .25 MI (0.40 KM) TO
 AC6203'CREST OF NEXT GRADE AND STATION ON THE LEFT (SOUTH) SIDE AT PRIVATE
 AC6203'ENTRANCES AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6204 ***********************************************************************
 AC6204  DESIGNATION -  FR 57
 AC6204  PID         -  AC6204
 AC6204  STATE/COUNTY-  MO/FRANKLIN
 AC6204  USGS QUAD   -  EUREKA (1993)
 AC6204
 AC6204                         *CURRENT SURVEY CONTROL
 AC6204  ___________________________________________________________________
 AC6204* NAD 83(1997)-  38 30 04.56354(N)    090 44 51.04670(W)     ADJUSTED  
 AC6204* NAVD 88     -       238.9    (meters)     784.     (feet)  GPS OBS   
 AC6204  ___________________________________________________________________
 AC6204  X           -     -65,206.755 (meters)                     COMP
 AC6204  Y           -  -4,997,719.142 (meters)                     COMP
 AC6204  Z           -   3,949,269.000 (meters)                     COMP
 AC6204  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AC6204  ELLIP HEIGHT-         207.99  (meters)          (02/17/00) GPS OBS
 AC6204  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 AC6204
 AC6204  HORZ ORDER  -  FIRST
 AC6204  ELLP ORDER  -  FOURTH    CLASS I
 AC6204
 AC6204.The horizontal coordinates were established by GPS observations
 AC6204.and adjusted by the National Geodetic Survey in February 2000..
 AC6204
 AC6204.The orthometric height was determined by GPS observations and a
 AC6204.high-resolution geoid model.
 AC6204
 AC6204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6204
 AC6204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6204
 AC6204.The ellipsoidal height was determined by GPS observations
 AC6204.and is referenced to NAD 83.
 AC6204
 AC6204.The geoid height was determined by GEOID03.
 AC6204
 AC6204;                    North         East     Units Scale Factor Converg.
 AC6204;SPC MO E     -   296,098.873   228,410.561   MT  0.99993907   -0 09 14.7
 AC6204;UTM  15      - 4,263,838.355   696,420.133   MT  1.00007514   +1 24 09.7
 AC6204
 AC6204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6204!SPC MO E     -   0.99996737  x   0.99993907  =   0.99990644
 AC6204!UTM  15      -   0.99996737  x   1.00007514  =   1.00004250
 AC6204
 AC6204                          SUPERSEDED SURVEY CONTROL
 AC6204
 AC6204  NAD 83(1997)-  38 30 04.56698(N)    090 44 51.04723(W) AD(       ) 1
 AC6204  NAD 83(1986)-  38 30 04.58038(N)    090 44 51.04490(W) AD(       ) 1
 AC6204
 AC6204.Superseded values are not recommended for survey control.
 AC6204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6204.See file dsdata.txt to determine how the superseded data were derived.
 AC6204
 AC6204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9642063838(NAD 83)
 AC6204_MARKER: DD = SURVEY DISK
 AC6204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6204_STAMPING: FR-57 1994
 AC6204_MARK LOGO: MODNR 
 AC6204_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6204+STABILITY: SURFACE MOTION
 AC6204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6204+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6204
 AC6204  HISTORY     - Date     Condition        Report By
 AC6204  HISTORY     - 1994     MONUMENTED       MODNR
 AC6204
 AC6204                          STATION DESCRIPTION
 AC6204
 AC6204'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6204'STATION MARK IS A STANDARD MO DNR GRS MONUMENT INSTALLATION.  NO
 AC6204'AZIMUTH MARK WAS ESTABLISHED. THE STATION IS LOCATED ABOUT 1.5 MI (2.4
 AC6204'KM) NORTH OF PACIFIC, MO ON THE NORTHEAST RIGHT-OF-WAY OF ROUTE OO IN
 AC6204'A CURVE.  FROM THREE P.K. NAILS AND WASHERS 12 IN FROM EDGE OF
 AC6204'PAVEMENT, IT IS 20.9 FT (6.4 M) NNW, 18.5 FT (5.6 M) NNE AND 20.9 FT
 AC6204'(6.4 M) NORTHEAST.  IT IS 38.5 FT (11.7 M) SOUTHEAST OF A P.K.  NAIL
 AC6204'AND WASHER IN A DOUBLE CEDAR FENCE POST AND 4.9 FT (1.5 M) SOUTH OF A
 AC6204'CARSONITE WITNESS POST AT THE RIGHT-OF-WAY FENCE. NO SUITABLE LOCATION
 AC6204'WAS FOUND FOR AN AZIMUTH MARK. TO REACH THE STATION FROM THE SOUTH
 AC6204'OUTER ROAD (LOOP I-44 AND OSAGE STREET) AT I-44 EXIT 257 IN THE WEST
 AC6204'PART OF PACIFIC, MO, GO EAST ON LOOP I-44 FOR 1.0 MI (1.6 KM) TO A
 AC6204'JUNCTION WITH ROUTE F (SOUTH) AND ROUTE OO (NORTHERLY) .  TURN LEFT
 AC6204'AND FOLLOW ROUTE OO NORTHERLY FOR 1.45 MI (2.33 KM) TO THE STATION ON
 AC6204'RIGHT (NE) RIGHT OF WAY IN A SHARP CURVE TO LEFT. DATE OF REPORT
 AC6204'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6205 ***********************************************************************
 AC6205  DESIGNATION -  FR 58
 AC6205  PID         -  AC6205
 AC6205  STATE/COUNTY-  MO/FRANKLIN
 AC6205  USGS QUAD   -  GRAY SUMMIT (1969)
 AC6205
 AC6205                         *CURRENT SURVEY CONTROL
 AC6205  ___________________________________________________________________
 AC6205* NAD 83(1997)-  38 29 53.15278(N)    090 50 14.15990(W)     ADJUSTED  
 AC6205* NAVD 88     -       162.2    (meters)     532.     (feet)  GPS OBS   
 AC6205  ___________________________________________________________________
 AC6205  X           -     -73,037.907 (meters)                     COMP
 AC6205  Y           -  -4,997,769.834 (meters)                     COMP
 AC6205  Z           -   3,948,945.865 (meters)                     COMP
 AC6205  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AC6205  ELLIP HEIGHT-         131.26  (meters)          (02/17/00) GPS OBS
 AC6205  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 AC6205
 AC6205  HORZ ORDER  -  FIRST
 AC6205  ELLP ORDER  -  FOURTH    CLASS I
 AC6205
 AC6205.The horizontal coordinates were established by GPS observations
 AC6205.and adjusted by the National Geodetic Survey in February 2000..
 AC6205
 AC6205.The orthometric height was determined by GPS observations and a
 AC6205.high-resolution geoid model.
 AC6205
 AC6205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6205
 AC6205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6205
 AC6205.The ellipsoidal height was determined by GPS observations
 AC6205.and is referenced to NAD 83.
 AC6205
 AC6205.The geoid height was determined by GEOID03.
 AC6205
 AC6205;                    North         East     Units Scale Factor Converg.
 AC6205;SPC MO E     -   295,771.916   220,580.447   MT  0.99994399   -0 12 35.8
 AC6205;UTM  15      - 4,263,298.742   688,600.891   MT  1.00003806   +1 20 48.0
 AC6205
 AC6205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6205!SPC MO E     -   0.99997941  x   0.99994399  =   0.99992340
 AC6205!UTM  15      -   0.99997941  x   1.00003806  =   1.00001746
 AC6205
 AC6205                          SUPERSEDED SURVEY CONTROL
 AC6205
 AC6205  NAD 83(1997)-  38 29 53.15648(N)    090 50 14.16048(W) AD(       ) 1
 AC6205  NAD 83(1986)-  38 29 53.16988(N)    090 50 14.15880(W) AD(       ) 1
 AC6205
 AC6205.Superseded values are not recommended for survey control.
 AC6205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6205.See file dsdata.txt to determine how the superseded data were derived.
 AC6205
 AC6205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8860163299(NAD 83)
 AC6205_MARKER: DD = SURVEY DISK
 AC6205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6205_STAMPING: FR-58 1994
 AC6205_MARK LOGO: MODNR 
 AC6205_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6205+STABILITY: SURFACE MOTION
 AC6205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6205+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6205
 AC6205  HISTORY     - Date     Condition        Report By
 AC6205  HISTORY     - 1994     MONUMENTED       MODNR
 AC6205
 AC6205                          STATION DESCRIPTION
 AC6205
 AC6205'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6205'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6205'STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF PACIFIC, MO AND 1 .25
 AC6205'MI (0.40 KM) NORTHWEST OF I-44 EXIT 253 AT GRAY SUMMIT, MO ON THE
 AC6205'SOUTHWEST RIGHT-OF-WAY OF ROUTE MM AND ON THE NORTHEAST SIDE OF AN
 AC6205'ATHLETIC FIELD.  IT IS 15.6 FT (4.8 M) SOUTHWEST OF A P.K.  NAIL AND
 AC6205'WASHER 12 IN FROM EDGE OF PAVEMENT, 20.2 FT (6.2 M) WEST OF ANOTHER
 AC6205'P.K.  NAIL AND WASHER 12 IN FROM EDGE OF PAVEMENT, 30.0 FT (9.1 M)
 AC6205'SOUTHEAST OF A CARSONITE WITNESS POST AT A UTILITY POLE AND 30.6 FT
 AC6205'(9.3 M) SOUTHEAST OF A NAIL AND WASHER IN THE SAME UTILITY POLE. THE
 AC6205'AZIMUTH MARK IS 0.3 MI (0.5 KM) NORTHWEST ON THE NORTHEAST
 AC6205'RIGHT-OF-WAY OF ROUTE MM ON THE OUTSIDE OF A CURVE.  IT IS 4.5 FT (1.4
 AC6205'M) SOUTHWEST OF THE CABLE KNUCKLE OF THE NORTHERLY OF 2 GUY ANCHORS
 AC6205'FOR A DOUBLE GUYED UTILITY POLE, 5.0 FT (1.5 M) WEST OF THE CABLE
 AC6205'KNUCKLE OF THE SOUTHERLY GUY, 26.1 FT (8.0 M) NORTHEAST, 22.1 FT (6.7
 AC6205'M) ENE AND 25.2 FT (7.7 M) ESE FROM P.K.  NAILS AND WASHERS 12 IN FROM
 AC6205'THE EDGE OF PAVEMENT AND 3.7 FT (1.1 M) EAST OF A CARSONITE WITNESS
 AC6205'POST AT THE UTILITY POLE. TO REACH THE STATION FROM THE CENTER OF I-44
 AC6205'EXIT 253, GO NORTHEASTERLY ON MO HIGHWAY 100 FOR 0.45 MI (0.72 KM) TO
 AC6205'THE JUNCTION WITH ROUTE MM IN GRAY SUMMIT.  TURN LEFT AND FOLLOW ROUTE
 AC6205'MM NORTHWESTERLY FOR 1.25 MI (2.01 KM) TO THE STATION ON THE LEFT
 AC6205'(SOUTHWEST) RIGHT-OF-WAY AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM
 AC6205'THE STATION, CONTINUE NORTHWESTERLY ON ROUTE MM FOR 0.3 MI (0.5 KM) TO
 AC6205'THE MARK ON THE RIGHT (NORTHEAST) RIGHT-OF-WAY AS DESCRIBED. DATE OF
 AC6205'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6206 ***********************************************************************
 AC6206  DESIGNATION -  FR 59
 AC6206  PID         -  AC6206
 AC6206  STATE/COUNTY-  MO/FRANKLIN
 AC6206  USGS QUAD   -  LABADIE (1980)
 AC6206
 AC6206                         *CURRENT SURVEY CONTROL
 AC6206  ___________________________________________________________________
 AC6206* NAD 83(1997)-  38 32 14.79534(N)    090 49 44.77895(W)     ADJUSTED  
 AC6206* NAVD 88     -       171.5    (meters)     563.     (feet)  GPS OBS   
 AC6206  ___________________________________________________________________
 AC6206  X           -     -72,286.756 (meters)                     COMP
 AC6206  Y           -  -4,995,067.712 (meters)                     COMP
 AC6206  Z           -   3,952,368.937 (meters)                     COMP
 AC6206  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AC6206  ELLIP HEIGHT-         140.50  (meters)          (02/17/00) GPS OBS
 AC6206  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AC6206
 AC6206  HORZ ORDER  -  FIRST
 AC6206  ELLP ORDER  -  FOURTH    CLASS I
 AC6206
 AC6206.The horizontal coordinates were established by GPS observations
 AC6206.and adjusted by the National Geodetic Survey in February 2000..
 AC6206
 AC6206.The orthometric height was determined by GPS observations and a
 AC6206.high-resolution geoid model.
 AC6206
 AC6206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6206
 AC6206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6206
 AC6206.The ellipsoidal height was determined by GPS observations
 AC6206.and is referenced to NAD 83.
 AC6206
 AC6206.The geoid height was determined by GEOID03.
 AC6206
 AC6206;                    North         East     Units Scale Factor Converg.
 AC6206;SPC MO E     -   300,136.624   221,307.983   MT  0.99994347   -0 12 18.2
 AC6206;UTM  15      - 4,267,682.030   689,209.599   MT  1.00004089   +1 21 10.5
 AC6206
 AC6206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6206!SPC MO E     -   0.99997796  x   0.99994347  =   0.99992143
 AC6206!UTM  15      -   0.99997796  x   1.00004089  =   1.00001884
 AC6206
 AC6206                          SUPERSEDED SURVEY CONTROL
 AC6206
 AC6206  NAD 83(1997)-  38 32 14.79903(N)    090 49 44.77957(W) AD(       ) 1
 AC6206  NAD 83(1986)-  38 32 14.81242(N)    090 49 44.77796(W) AD(       ) 1
 AC6206
 AC6206.Superseded values are not recommended for survey control.
 AC6206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6206.See file dsdata.txt to determine how the superseded data were derived.
 AC6206
 AC6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8921067682(NAD 83)
 AC6206_MARKER: DD = SURVEY DISK
 AC6206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6206_STAMPING: FR-59 1994
 AC6206_MARK LOGO: MODNR 
 AC6206_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6206+STABILITY: SURFACE MOTION
 AC6206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6206+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6206
 AC6206  HISTORY     - Date     Condition        Report By
 AC6206  HISTORY     - 1994     MONUMENTED       MODNR
 AC6206
 AC6206                          STATION DESCRIPTION
 AC6206
 AC6206'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6206'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6206'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF PACIFIC, MO 3.5
 AC6206'MI (5.6 KM) NNW OF GRAY SUMMIT, MO AND 1.25 MI (2.01 KM) NORTHEAST OF
 AC6206'LABADIE, MO ON THE WEST RIGHT-OF-WAY OF ROUTE T AND ON THE EAST SIDE
 AC6206'OF A TRIANGULAR MOWED AREA ON THE OUTSIDE OF A SHARP CURVE.  IT IS
 AC6206'78.3 FT (23.9 M) SSW OF A NAIL AND WASHER 6 FT (1.8 M) ABOVE GROUND IN
 AC6206'UTILITY POLE 161, 37.3 FT (11.4 M) SSW OF A CARSONITE WITNESS POST AT
 AC6206'A CURVE MARKER PADDLE POST, 22.5 FT (6.9 M) SOUTHWEST, 17.0 FT (5.2 M)
 AC6206'WNW AND 21.6 FT (6.6 M) NORTHWEST OF P.K. NAILS AND WASHERS 12 IN FROM
 AC6206'EDGE OF PAVEMENT AND 76.0 FT (23.2 M) NORTH OF A CURVE MARKER PADDLE
 AC6206'POST. THE AZIMUTH MARK IS 0.2 MI (0.3 KM) SOUTH ON THE WEST SIDE OF
 AC6206'GRAND ARMY ROAD ABOUT 375 FT (114.3 M) SOUTH OF ITS JUNCTION WITH
 AC6206'ROUTE T. IT IS 14.1 FT (4.3 M) WEST OF A COTTON PICKER SPINDLE NEAR
 AC6206'THE CENTER LINE OF THE ROAD, 5.2 FT (1.6 M) NORTHEAST OF A NAIL AND
 AC6206'WASHER IN A WOODEN FENCE POST, 2.2 FT (0.7 M) EAST OF A CARSONITE
 AC6206'WITNESS POST AT THE FENCE AND 4.6 FT (1.4 M) SOUTHEAST OF A METAL
 AC6206'FENCE POST. TO REACH THE STATION FROM THE JUNCTION OF ROUTES MM AND T
 AC6206'ON THE EAST SIDE OF THE RAILROAD UNDERPASS IN THE SOUTH END OF
 AC6206'LABADIE, MO, GO EAST ON ROUTE T FOR 1.3 MI (2.1 KM) TO THE JUNCTION
 AC6206'WITH GRAND ARMY ROAD IN A CURVE LEFT AND AZIMUTH TO RIGHT (SOUTH) .
 AC6206'CONTINUE TO FOLLOW ROUTE T AND GO NORTHERLY FOR 0.15 MI (0.24 KM) TO
 AC6206'THE STATION ON THE LEFT (WEST) RIGHT-OF-WAY IN A CURVE AS DESCRIBED.
 AC6206'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROUTE T FOR
 AC6206'0.15 MI (0.24 KM) TO JUNCTION WITH GRAND ARMY ROAD IN CURVE. CONTINUE
 AC6206'SOUTH ON GRAND ARMY ROAD FOR 0.05 MI (0.08 KM) TO STATION ON THE RIGHT
 AC6206'AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6207 ***********************************************************************
 AC6207  DESIGNATION -  FR 60
 AC6207  PID         -  AC6207
 AC6207  STATE/COUNTY-  MO/FRANKLIN
 AC6207  USGS QUAD   -  LABADIE (1980)
 AC6207
 AC6207                         *CURRENT SURVEY CONTROL
 AC6207  ___________________________________________________________________
 AC6207* NAD 83(1997)-  38 32 39.13805(N)    090 46 52.53241(W)     ADJUSTED  
 AC6207* NAVD 88     -       162.2    (meters)     532.     (feet)  GPS OBS   
 AC6207  ___________________________________________________________________
 AC6207  X           -     -68,109.000 (meters)                     COMP
 AC6207  Y           -  -4,994,651.441 (meters)                     COMP
 AC6207  Z           -   3,952,950.282 (meters)                     COMP
 AC6207  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AC6207  ELLIP HEIGHT-         131.24  (meters)          (02/17/00) GPS OBS
 AC6207  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AC6207
 AC6207  HORZ ORDER  -  FIRST
 AC6207  ELLP ORDER  -  FOURTH    CLASS I
 AC6207
 AC6207.The horizontal coordinates were established by GPS observations
 AC6207.and adjusted by the National Geodetic Survey in February 2000..
 AC6207
 AC6207.The orthometric height was determined by GPS observations and a
 AC6207.high-resolution geoid model.
 AC6207
 AC6207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6207
 AC6207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6207
 AC6207.The ellipsoidal height was determined by GPS observations
 AC6207.and is referenced to NAD 83.
 AC6207
 AC6207.The geoid height was determined by GEOID03.
 AC6207
 AC6207;                    North         East     Units Scale Factor Converg.
 AC6207;SPC MO E     -   300,873.346   225,481.614   MT  0.99994073   -0 10 30.9
 AC6207;UTM  15      - 4,268,532.054   693,362.106   MT  1.00006045   +1 22 58.7
 AC6207
 AC6207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6207!SPC MO E     -   0.99997941  x   0.99994073  =   0.99992014
 AC6207!UTM  15      -   0.99997941  x   1.00006045  =   1.00003986
 AC6207
 AC6207                          SUPERSEDED SURVEY CONTROL
 AC6207
 AC6207  NAD 83(1997)-  38 32 39.14146(N)    090 46 52.53296(W) AD(       ) 1
 AC6207  NAD 83(1986)-  38 32 39.15497(N)    090 46 52.53102(W) AD(       ) 1
 AC6207
 AC6207.Superseded values are not recommended for survey control.
 AC6207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6207.See file dsdata.txt to determine how the superseded data were derived.
 AC6207
 AC6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9336268532(NAD 83)
 AC6207_MARKER: DD = SURVEY DISK
 AC6207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6207_STAMPING: FR-60 1994
 AC6207_MARK LOGO: MODNR 
 AC6207_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6207+STABILITY: SURFACE MOTION
 AC6207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6207+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6207
 AC6207  HISTORY     - Date     Condition        Report By
 AC6207  HISTORY     - 1994     MONUMENTED       MODNR
 AC6207
 AC6207                          STATION DESCRIPTION
 AC6207
 AC6207'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6207'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6207'STATION IS ABOUT 4.5 MI (7.2 KM) NORTHWEST OF PACIFIC, MO, 4 3/4 MI
 AC6207'NORTHEAST OF I-44 EXIT 253 AT GRAY SUMMIT, MO AND 4 MI (6.4 KM) ENE OF
 AC6207'LABADIE, MO ON THE EAST SIDE OF FIDDLE CREEK ROAD JUST NORTH OF TWO
 AC6207'PRIVATE ENTRANCES.  IT IS 14.1 FT (4.3 M) NORTH OF A 60D NAIL NEAR THE
 AC6207'CENTER LINE OF THE NORTH ENTRANCE, 29.8 FT (9.1 M) NORTH OF A NAIL AND
 AC6207'WASHER IN A POST FOR MAILBOX 1400, 59.4 FT (18.1 M) NORTHEAST OF A
 AC6207'POST FOR ENS SIGNS FC5/110 AND FC5/140, 6.2 FT (1.9 M) ENE OF A NAIL
 AC6207'AND WASHER IN A POST FOR MAILBOX 1382, 16.1 FT (4.9 M) EAST OF A
 AC6207'COTTON PICKER SPINDLE NEAR THE CENTER LINE OF ROAD AND 2.0 FT (0.6 M)
 AC6207'SOUTH OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS 0.4 MI (0.6 KM)
 AC6207'SOUTH ON THE WEST SIDE OF FIDDLE CREEK ROAD.  IT IS 56.8 FT (17.3 M)
 AC6207'SOUTH OF THE SOUTHEAST CORNER OF THE WEST CURB OF A BRIDGE OVER FIDDLE
 AC6207'CREEK, 15.3 FT (4.7 M) WEST OF A 60D NAIL NEAR THE CENTER LINE OF THE
 AC6207'ROAD, 40.9 FT (12.5 M) NORTH OF A NAIL AND WASHER IN A UTILITY POLE
 AC6207'WITH A TRANSFORMER, 13.0 FT (4.0 M) NORTHEAST OF THE CENTER OF A 3 IN
 AC6207'WALNUT, 6.6 FT (2.0 M) EAST OF THE CENTER OF AN 8 IN WILLOW, 4.8 FT
 AC6207'(1.5 M) SOUTHWEST OF THE CENTER OF AN 8 IN WILLOW, AND 2.4 FT (0.7 M)
 AC6207'EAST OF A CARSONITE WITNESS POST. NOTE---CENTERS OF TREES = CENTER OF
 AC6207'BOLE AT GROUND LEVEL. TO REACH THE AZIMUTH MARK FROM THE CENTER OF
 AC6207'I-44 EXIT 253 AT GRAY SUMMIT, MO, GO NORTHEASTERLY ON MISSOURI HIGHWAY
 AC6207'100 FOR 3.9 MI (6.3 KM) TO FIDDLE CREEK ROAD ON LEFT TURN LEFT AND GO
 AC6207'NORTHERLY ON FIDDLE CREEK ROAD FOR 1.95 MI (3.14 KM) TO MARK ON THE
 AC6207'LEFT (WEST) SIDE JUST BEFORE A BRIDGE OVER THE CREEK. TO REACH THE
 AC6207'STATION FROM THE AZIMUTH MARK, CONTINUE NORTH ON FIDDLE CREEK ROAD FOR
 AC6207'0.4 MI (0.6 KM) TO A DOUBLE PRIVATE ENTRANCE ON THE RIGHT AND THE
 AC6207'STATION IN THE NORTHEAST ANGLE AS DESCRIBED. STATION IS 1.15 MI (1.85
 AC6207'KM) SOUTH OF THE JUNCTION OF FIDDLE CREEK ROAD WITH ROUTE T. DATE OF
 AC6207'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6208 ***********************************************************************
 AC6208  DESIGNATION -  FR 61
 AC6208  PID         -  AC6208
 AC6208  STATE/COUNTY-  MO/FRANKLIN
 AC6208  USGS QUAD   -  LABADIE (1980)
 AC6208
 AC6208                         *CURRENT SURVEY CONTROL
 AC6208  ___________________________________________________________________
 AC6208* NAD 83(1997)-  38 34 54.17960(N)    090 45 14.16801(W)     ADJUSTED  
 AC6208* NAVD 88     -       156.9    (meters)     515.     (feet)  GPS OBS   
 AC6208  ___________________________________________________________________
 AC6208  X           -     -65,692.911 (meters)                     COMP
 AC6208  Y           -  -4,992,083.550 (meters)                     COMP
 AC6208  Z           -   3,956,202.957 (meters)                     COMP
 AC6208  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AC6208  ELLIP HEIGHT-         125.85  (meters)          (02/17/00) GPS OBS
 AC6208  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AC6208
 AC6208  HORZ ORDER  -  FIRST
 AC6208  ELLP ORDER  -  FOURTH    CLASS I
 AC6208
 AC6208.The horizontal coordinates were established by GPS observations
 AC6208.and adjusted by the National Geodetic Survey in February 2000..
 AC6208
 AC6208.The orthometric height was determined by GPS observations and a
 AC6208.high-resolution geoid model.
 AC6208
 AC6208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6208
 AC6208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6208
 AC6208.The ellipsoidal height was determined by GPS observations
 AC6208.and is referenced to NAD 83.
 AC6208
 AC6208.The geoid height was determined by GEOID03.
 AC6208
 AC6208;                    North         East     Units Scale Factor Converg.
 AC6208;SPC MO E     -   305,030.195   227,875.007   MT  0.99993936   -0 09 30.1
 AC6208;UTM  15      - 4,272,753.007   695,641.817   MT  1.00007137   +1 24 04.2
 AC6208
 AC6208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6208!SPC MO E     -   0.99998025  x   0.99993936  =   0.99991962
 AC6208!UTM  15      -   0.99998025  x   1.00007137  =   1.00005162
 AC6208
 AC6208                          SUPERSEDED SURVEY CONTROL
 AC6208
 AC6208  NAD 83(1997)-  38 34 54.18266(N)    090 45 14.16833(W) AD(       ) 1
 AC6208  NAD 83(1986)-  38 34 54.19626(N)    090 45 14.16625(W) AD(       ) 1
 AC6208
 AC6208.Superseded values are not recommended for survey control.
 AC6208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6208.See file dsdata.txt to determine how the superseded data were derived.
 AC6208
 AC6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9564272753(NAD 83)
 AC6208_MARKER: DD = SURVEY DISK
 AC6208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6208_STAMPING: FR-61 1994
 AC6208_MARK LOGO: MODNR 
 AC6208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6208+STABILITY: SURFACE MOTION
 AC6208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6208+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6208
 AC6208  HISTORY     - Date     Condition        Report By
 AC6208  HISTORY     - 1994     MONUMENTED       MODNR
 AC6208
 AC6208                          STATION DESCRIPTION
 AC6208
 AC6208'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6208'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6208'STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF LABADIE, MO, 7.5
 AC6208'MI (12.1 KM) NORTHEAST OF GRAY SUMMIT, MO AND 7 MI (11.3 KM) NORTH OF
 AC6208'PACIFIC, MO IN THE NORTHWEST ANGLE OF THE INTERSECTION OF ST.  ALBANS
 AC6208'ROAD WITH CEDAR VALLEY DRIVE IN ST.  ALBANS FARM DEVELOPMENT.  IT IS
 AC6208'34.1 FT (10.4 M) WSW OF THE SOUTH CORNER OF A STONE WALL ENTRANCE SIGN
 AC6208'FOR -THE CEDARS VALLEY-, 31.1 FT (9.5 M) SOUTHWEST OF THE NORTHWEST
 AC6208'CORNER OF THE WALL, 15.6 FT (4.8 M) NORTHEAST OF THE NORTHWEST CORNER
 AC6208'OF A 4 IN X 4 IN STEEL STREET SIG POST AND 2.6 FT (0.8 M) BACK OF
 AC6208'CURB. THE AZIMUTH MARK IS 0.4 MI (0.6 KM) WEST ON THE NORTH SIDE OF
 AC6208'ST. ALBANS ROAD AT THE EAST END OF THE NORTH WHITE RAIL FENCE BETWEEN
 AC6208'THE ROAD AND THE GOLF COURSE.  IT IS 8.6 FT (2.6 M) SOUTHWEST OF THE
 AC6208'SOUTH CORNER OF THE END POST, 17.2 FT (5.2 M) WEST OF THE CENTER OF
 AC6208'THE BOLE OF A TWIN 18 IN SHINGLE OAK TREE AND 3.0 FT (0.9 M) NORTHEAST
 AC6208'OF BACK OF CURB. TO REACH THE AZIMUTH MARK FROM THE CENTER OF I-44
 AC6208'EXIT 253 AT GRAY SUMMIT, MO, GO NORTHERLY AND EASTERLY ON MISSOURI
 AC6208'HIGHWAY 100 FOR 3.9 MI (6.3 KM) TO FIDDLE CREEK ROAD ON THE LEFT TURN
 AC6208'LEFT AND GO NORTH ON FIDDLE CREEK ROAD FOR 3.5 MI (5.6 KM) TO A
 AC6208'JUNCTION WITH ROUTE T. TURN RIGHT AND FOLLOW ROUTE T NORTHEASTERLY FOR
 AC6208'3.35 MI (5.39 KM) TO ST.  ALBANS ROAD ON THE LEFT TURN LEFT AND GO
 AC6208'NORTHERLY AND WESTERLY ON ST.  ALBANS ROAD FOR 370 FT (112.8 M) TO THE
 AC6208'MARK ON THE RIGHT AT THE EAST END OF THE NORTH WHITE RAIL FENCE AS
 AC6208'DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK, GO WESTERLY FOR
 AC6208'0.4 MI (0.6 KM) TO CEDARS VALLEY DRIVE AND THE STATION IN THE
 AC6208'NORTHWEST ANGLE OF THE INTERSECTION AS DESCRIBED. DATE OF REPORT
 AC6208'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6209 ***********************************************************************
 AC6209  DESIGNATION -  FR 62
 AC6209  PID         -  AC6209
 AC6209  STATE/COUNTY-  MO/FRANKLIN
 AC6209  USGS QUAD   -  LABADIE (1980)
 AC6209
 AC6209                         *CURRENT SURVEY CONTROL
 AC6209  ___________________________________________________________________
 AC6209* NAD 83(1997)-  38 33 54.71960(N)    090 50 10.69147(W)     ADJUSTED  
 AC6209* NAVD 88     -       149.4    (meters)     490.     (feet)  GPS OBS   
 AC6209  ___________________________________________________________________
 AC6209  X           -     -72,885.992 (meters)                     COMP
 AC6209  Y           -  -4,993,121.175 (meters)                     COMP
 AC6209  Z           -   3,954,764.815 (meters)                     COMP
 AC6209  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AC6209  ELLIP HEIGHT-         118.33  (meters)          (02/17/00) GPS OBS
 AC6209  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AC6209
 AC6209  HORZ ORDER  -  FIRST
 AC6209  ELLP ORDER  -  FOURTH    CLASS I
 AC6209
 AC6209.The horizontal coordinates were established by GPS observations
 AC6209.and adjusted by the National Geodetic Survey in February 2000..
 AC6209
 AC6209.The orthometric height was determined by GPS observations and a
 AC6209.high-resolution geoid model.
 AC6209
 AC6209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6209
 AC6209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6209
 AC6209.The ellipsoidal height was determined by GPS observations
 AC6209.and is referenced to NAD 83.
 AC6209
 AC6209.The geoid height was determined by GEOID03.
 AC6209
 AC6209;                    North         East     Units Scale Factor Converg.
 AC6209;SPC MO E     -   303,219.891   220,691.723   MT  0.99994391   -0 12 34.8
 AC6209;UTM  15      - 4,270,747.689   688,509.646   MT  1.00003763   +1 20 57.3
 AC6209
 AC6209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6209!SPC MO E     -   0.99998143  x   0.99994391  =   0.99992534
 AC6209!UTM  15      -   0.99998143  x   1.00003763  =   1.00001906
 AC6209
 AC6209                          SUPERSEDED SURVEY CONTROL
 AC6209
 AC6209  NAD 83(1997)-  38 33 54.72307(N)    090 50 10.69203(W) AD(       ) 1
 AC6209  NAD 83(1986)-  38 33 54.73654(N)    090 50 10.69023(W) AD(       ) 1
 AC6209
 AC6209.Superseded values are not recommended for survey control.
 AC6209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6209.See file dsdata.txt to determine how the superseded data were derived.
 AC6209
 AC6209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8851070748(NAD 83)
 AC6209_MARKER: DD = SURVEY DISK
 AC6209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6209_STAMPING: FR-62 1994
 AC6209_MARK LOGO: MODNR 
 AC6209_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6209+STABILITY: SURFACE MOTION
 AC6209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6209+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6209
 AC6209  HISTORY     - Date     Condition        Report By
 AC6209  HISTORY     - 1994     MONUMENTED       MODNR
 AC6209
 AC6209                          STATION DESCRIPTION
 AC6209
 AC6209'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6209'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6209'STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTHEAST OF UNION, MO 10
 AC6209'MI (16.1 KM) ENE OF WASHINGTON, MO, 5.5 MI (8.9 KM) NORTH OF GRAY
 AC6209'SUMMIT, MO AND 2.5 MI (4.0 KM) NORTHEAST OF LABADIE, MO ON THE SOUTH
 AC6209'SIDE OF THE UNION ELECTRIC LABADIE POWER PLANT ACCESS ROAD AND NEAR
 AC6209'THE EXTREME NORTHEAST CORNER OF THE EMPLOYEE PARKING AREA IN A
 AC6209'DRAINAGE DEPRESSION ENCLOSED WITH GUARDRAIL.  IT IS 10.3 FT (3.1 M)
 AC6209'SSW OF A P.K.  NAIL AND WASHER 12 IN FROM EDGE OF PAVEMENT, 13.4 FT
 AC6209'(4.1 M) NORTHEAST OF THE SOUTHEAST CORNER OF A GUARDRAIL POST, 4.1 FT
 AC6209'(1.2 M) SOUTHEAST OF ANOTHER P.K.  NAIL AND WASHER 12 IN FROM EDGE OF
 AC6209'PAVEMENT AND 30.3 FT (9.2 M) SOUTHEAST OF A NAIL AND WASHER IN THE
 AC6209'SOUTH POLE OF A HIGH TENSION SPAN. THE AZIMUTH MARK IS 0.35 MI (0.56
 AC6209'KM) SOUTHWEST ON THE NORTHWEST SIDE OF THE ACCESS ROAD BEHIND THE
 AC6209'GUARDRAIL.  IT IS 16.2 FT (4.9 M) WEST AND 12.7 FT (3.9 M) NORTHWEST
 AC6209'OF A P.K.  NAIL AND WASHER 12 IN FROM THE EDGE OF PAVEMENT, 13.5 FT
 AC6209'(4.1 M) NORTH OF THE NORTH CORNER OF A GUARDRAIL POST AND 7.9 FT (2.4
 AC6209'M) NORTHWEST OF A CARSONITE WITNESS POST. TO REACH THE AZIMUTH FROM
 AC6209'THE CENTER OF I-44 EXIT 253 AT GRAY SUMMIT, MO, GO NORTHEAST ON
 AC6209'MISSOURI HIGHWAY 100 FOR 0.45 MI (0.72 KM) TO A JUNCTION WITH ROUTE
 AC6209'MM, TURN LEFT AND FOLLOW MM NORTHWESTERLY FOR 4.1 MI (6.6 KM) TO A
 AC6209'JUNCTION WITH ROUTE T AT LABADIE, MO.  TURN RIGHT AND GO EAST ON ROUTE
 AC6209'T FOR 0.15 MI (0.24 KM) TO LABADIE BOTTOM ROAD. TURN LEFT AND GO NORTH
 AC6209'ON LABADIE BOTTOM ROAD FOR 0.65 MI (1.05 KM) TO THE UNION ELECTRIC
 AC6209'LABADIE POWER PLANT ACCESS ROAD.  TURN RIGHT AND FOLLOW THE ACCESS
 AC6209'ROAD NORTHERLY FOR 2.1 MI (3.4 KM) TO THE AZIMUTH MARK ON THE LEFT
 AC6209'(NORTHWEST) SIDE AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH
 AC6209'MARK, CONTINUE NORTHEASTERLY ON THE ACCESS ROAD FOR 0.35 MI (0.56 KM)
 AC6209'TO THE EAST SIDE OF THE EMPLOYEE PARKING AND THE STATION ON RIGHT
 AC6209'(SOUTHEAST) SIDE AS DESCRIBED. CONTACT MR.  BRUCE BRUZINA PRIOR TO ANY
 AC6209'SUBSEQUENT OCCUPATION.  MR. BRUCE BRUZINA SUPERINTENDENT OF PLANNING
 AC6209'UNION ELECTRIC LABADIE PLANT P.  O.  BOX 67 LABADIE, MO 63055 TEL
 AC6209'314/992-8379 DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6210 ***********************************************************************
 AC6210  DESIGNATION -  FR 63
 AC6210  PID         -  AC6210
 AC6210  STATE/COUNTY-  MO/FRANKLIN
 AC6210  USGS QUAD   -  NEW HAVEN (1973)
 AC6210
 AC6210                         *CURRENT SURVEY CONTROL
 AC6210  ___________________________________________________________________
 AC6210* NAD 83(1997)-  38 36 02.43730(N)    091 13 41.26392(W)     ADJUSTED  
 AC6210* NAVD 88     -       195.15   (meters)     640.3    (feet)  LEVELING  
 AC6210  ___________________________________________________________________
 AC6210  X           -    -106,978.340 (meters)                     COMP
 AC6210  Y           -  -4,990,085.970 (meters)                     COMP
 AC6210  Z           -   3,957,871.785 (meters)                     COMP
 AC6210  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AC6210  ELLIP HEIGHT-         163.81  (meters)          (02/17/00) GPS OBS
 AC6210  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AC6210
 AC6210  HORZ ORDER  -  FIRST
 AC6210  VERT ORDER  -  THIRD ?
 AC6210  ELLP ORDER  -  FOURTH    CLASS I
 AC6210
 AC6210.The horizontal coordinates were established by GPS observations
 AC6210.and adjusted by the National Geodetic Survey in February 2000..
 AC6210
 AC6210.The orthometric height was determined by differential leveling.
 AC6210.The vertical network tie was performed by a horz. field party for horz.
 AC6210.obs reductions. Reset procedures were used to establish the elevation.
 AC6210
 AC6210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6210
 AC6210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6210
 AC6210.The ellipsoidal height was determined by GPS observations
 AC6210.and is referenced to NAD 83.
 AC6210
 AC6210.The geoid height was determined by GEOID03.
 AC6210
 AC6210;                    North         East     Units Scale Factor Converg.
 AC6210;SPC MO E     -   307,355.675   186,575.661   MT  0.99998285   -0 27 15.4
 AC6210;UTM  15      - 4,273,953.520   654,293.601   MT  0.99989317   +1 06 20.4
 AC6210
 AC6210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6210!SPC MO E     -   0.99997430  x   0.99998285  =   0.99995715
 AC6210!UTM  15      -   0.99997430  x   0.99989317  =   0.99986747
 AC6210
 AC6210                          SUPERSEDED SURVEY CONTROL
 AC6210
 AC6210  NAD 83(1997)-  38 36 02.44398(N)    091 13 41.26499(W) AD(       ) 1
 AC6210  NAD 83(1986)-  38 36 02.45625(N)    091 13 41.26504(W) AD(       ) 1
 AC6210
 AC6210.Superseded values are not recommended for survey control.
 AC6210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6210.See file dsdata.txt to determine how the superseded data were derived.
 AC6210
 AC6210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5429473954(NAD 83)
 AC6210_MARKER: DD = SURVEY DISK
 AC6210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6210_STAMPING: FR-63 1994
 AC6210_MARK LOGO: MODNR 
 AC6210_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6210+STABILITY: SURFACE MOTION
 AC6210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6210+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6210
 AC6210  HISTORY     - Date     Condition        Report By
 AC6210  HISTORY     - 1994     MONUMENTED       MODNR
 AC6210
 AC6210                          STATION DESCRIPTION
 AC6210
 AC6210'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6210'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6210'THE STATION IS LOCATED IN THE TOWN OF NEW HAVEN, MO ON TOP OF A CUT
 AC6210'SLOPE ON THE NORTH RIGHT-OF-WAY OF MISSOURI HIGHWAY 100 JUST SOUTHWEST
 AC6210'OF THE LAWN OF TRINITY LUTHERAN CHURCH.  IT IS 17.8 FT (5.4 M)
 AC6210'SOUTHWEST OF A NAIL AND WASHER IN A UTILITY BRACE POLE FOR A CD SIREN,
 AC6210'17.4 FT (5.3 M) SOUTHWEST OF A CARSONITE WITNESS POST AT THE BRACE
 AC6210'POLE, 56.3 FT (17.2 M) NORTHWEST OF A METAL POST IN THE SLOPE, 29.0 FT
 AC6210'(8.8 M) NORTH OF A P.K.  NAIL AND WASHER 12 IN FROM THE EDGE OF
 AC6210'PAVEMENT AND 22.0 FT (6.7 M) SOUTHEAST OF A NAIL AND WASHER IN A STUB
 AC6210'UTILITY POLE. THE AZIMUTH MARK IS 0.35 MI (0.56 KM) WEST ON THE NORTH
 AC6210'RIGHT-OF-WAY OF HIGHWAY 100 OPPOSITE THE ENTRANCE TO ENS LOCATION
 AC6210'104/450.  IT IS 10.9 FT (3.3 M) SOUTH OF A CARSONITE WITNESS POST, 7.4
 AC6210'FT (2.3 M) NORTH OF A P.K.  NAIL AND WASHER 12 FROM THE EDGE OF THE
 AC6210'DRIVING LANE, 10.9 FT (3.3 M) EAST OF A 1.5 IN PIPE MAILBOX POST AND
 AC6210'14.7 FT (4.5 M) SOUTHEAST OF THE METAL POST OF THE ENS SIGN 104/450.
 AC6210'TO REACH THE STATION FROM THE JUNCTION OF MISSOURI HIGHWAY 100 WITH
 AC6210'ROUTE C IN NEW HAVEN, MO, GO WEST ON HIGHWAY 100 FOR 0.45 MI (0.72 KM)
 AC6210'TO THE STATION ON THE RIGHT (NORTH) RIGHT-OF-WAY ON TOP OF A CUT SLOPE
 AC6210'JUST BEYOND TRINITY LUTHERAN CHURCH AS DESCRIBED. TO REACH THE AZIMUTH
 AC6210'MARK FROM THE STATION, CONTINUE WEST ON HIGHWAY 100 FOR 0.35 MI (0.56
 AC6210'KM) TO THE AZIMUTH MARK ON THE RIGHT (NORTH) SIDE AS DESCRIBED. DATE
 AC6210'OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6211 ***********************************************************************
 AC6211  DESIGNATION -  FR 64
 AC6211  PID         -  AC6211
 AC6211  STATE/COUNTY-  MO/FRANKLIN
 AC6211  USGS QUAD   -  NEW HAVEN (1973)
 AC6211
 AC6211                         *CURRENT SURVEY CONTROL
 AC6211  ___________________________________________________________________
 AC6211* NAD 83(1997)-  38 33 06.34910(N)    091 13 20.36691(W)     ADJUSTED  
 AC6211* NAVD 88     -       203.3    (meters)     667.     (feet)  GPS OBS   
 AC6211  ___________________________________________________________________
 AC6211  X           -    -106,545.151 (meters)                     COMP
 AC6211  Y           -  -4,993,488.337 (meters)                     COMP
 AC6211  Z           -   3,953,631.984 (meters)                     COMP
 AC6211  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AC6211  ELLIP HEIGHT-         172.11  (meters)          (02/17/00) GPS OBS
 AC6211  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AC6211
 AC6211  HORZ ORDER  -  FIRST
 AC6211  ELLP ORDER  -  FOURTH    CLASS I
 AC6211
 AC6211.The horizontal coordinates were established by GPS observations
 AC6211.and adjusted by the National Geodetic Survey in February 2000..
 AC6211
 AC6211.The orthometric height was determined by GPS observations and a
 AC6211.high-resolution geoid model.
 AC6211
 AC6211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6211
 AC6211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6211
 AC6211.The ellipsoidal height was determined by GPS observations
 AC6211.and is referenced to NAD 83.
 AC6211
 AC6211.The geoid height was determined by GEOID03.
 AC6211
 AC6211;                    North         East     Units Scale Factor Converg.
 AC6211;SPC MO E     -   301,922.199   187,038.609   MT  0.99998213   -0 27 00.7
 AC6211;UTM  15      - 4,268,535.129   654,904.160   MT  0.99989550   +1 06 29.2
 AC6211
 AC6211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6211!SPC MO E     -   0.99997300  x   0.99998213  =   0.99995513
 AC6211!UTM  15      -   0.99997300  x   0.99989550  =   0.99986850
 AC6211
 AC6211                          SUPERSEDED SURVEY CONTROL
 AC6211
 AC6211  NAD 83(1997)-  38 33 06.35581(N)    091 13 20.36796(W) AD(       ) 1
 AC6211  NAD 83(1986)-  38 33 06.36732(N)    091 13 20.36811(W) AD(       ) 1
 AC6211
 AC6211.Superseded values are not recommended for survey control.
 AC6211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6211.See file dsdata.txt to determine how the superseded data were derived.
 AC6211
 AC6211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5490468535(NAD 83)
 AC6211_MARKER: DD = SURVEY DISK
 AC6211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6211_STAMPING: FR-64 1994
 AC6211_MARK LOGO: MODNR 
 AC6211_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6211+STABILITY: SURFACE MOTION
 AC6211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6211+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6211
 AC6211  HISTORY     - Date     Condition        Report By
 AC6211  HISTORY     - 1994     MONUMENTED       MODNR
 AC6211
 AC6211                          STATION DESCRIPTION
 AC6211
 AC6211'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6211'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS MONUMENT
 AC6211'INSTALLATIONS. THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH OF
 AC6211'NEW HAVEN, MO ON THE EAST RIGHT-OF-WAY OF ROUTE C AND 123.0 FT (37.5
 AC6211'M) NORTH OF THE ENTRANCE TO THE KLOPPE DAIRY FARM (ENS C4/580) .  IT
 AC6211'IS 4.6 FT (1.4 M) SOUTHWEST OF A FENCE INSULATOR ON BRACED UTILITY
 AC6211'POLE 5, 4.2 FT (1.3 M) SOUTHWEST OF A CARSONITE WITNESS POST AT THE
 AC6211'POLE AND 24.5 FT (7.5 M) EAST AND 30.0 FT (9.1 M) SOUTHEAST OF P.K.
 AC6211'NAIL AND WASHERS 12 IN FROM EDGE OF PAVEMENT. THE AZIMUTH MARK IS 0.3
 AC6211'MI (0.5 KM) SOUTH ON THE EAST RIGHT-OF-WAY OF ROUTE C, 115 FT (35.1 M)
 AC6211'NORTH OF A PRIVATE ENTRANCE ROAD EAST (ENS C4/560) .  IT IS 40.3 FT
 AC6211'(12.3 M) SOUTH OF A METAL POST WITH A SMALL ARROW, 7.0 FT (2.1 M) SSW
 AC6211'OF A CARSONITE WITNESS POST, 13.9 FT (4.2 M) SOUTHWEST OF A NAIL AND
 AC6211'WASHER IN A UTILITY POLE AND 16.1 FT (4.9 M) EAST AND 22.0 FT (6.7 M)
 AC6211'SOUTHEAST OF P.K.  NAILS AND WASHERS 12 INCHES FROM EDGE OF PAVEMENT.
 AC6211'TO REACH THE STATION FROM THE JUNCTION OF MISSOURI HIGHWAY 100 WITH
 AC6211'ROUTE C IN NEW HAVEN, MO, GO SOUTH ON ROUTE C FOR 3.3 MI (5.3 KM) TO
 AC6211'THE STATION ON THE LEFT (EAST) RIGHT-OF-WAY AS DESCRIBED. TO REACH THE
 AC6211'AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON ROUTE C FOR 0.3 MI
 AC6211'(0.5 KM) TO THE MARK ON THE LEFT (EAST) RIGHT-OF-WAY IN THE BEGINNING
 AC6211'OF A CURVE. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6212 ***********************************************************************
 AC6212  DESIGNATION -  FR 65
 AC6212  PID         -  AC6212
 AC6212  STATE/COUNTY-  MO/FRANKLIN
 AC6212  USGS QUAD   -  BERGER (1974)
 AC6212
 AC6212                         *CURRENT SURVEY CONTROL
 AC6212  ___________________________________________________________________
 AC6212* NAD 83(1997)-  38 38 14.09051(N)    091 16 25.93025(W)     ADJUSTED  
 AC6212* NAVD 88     -       156.10   (meters)     512.1    (feet)  LEVELING  
 AC6212  ___________________________________________________________________
 AC6212  X           -    -110,905.005 (meters)                     COMP
 AC6212  Y           -  -4,987,435.208 (meters)                     COMP
 AC6212  Z           -   3,961,019.251 (meters)                     COMP
 AC6212  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AC6212  ELLIP HEIGHT-         124.66  (meters)          (02/17/00) GPS OBS
 AC6212  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 AC6212
 AC6212  HORZ ORDER  -  FIRST
 AC6212  VERT ORDER  -  THIRD ?
 AC6212  ELLP ORDER  -  FOURTH    CLASS I
 AC6212
 AC6212.The horizontal coordinates were established by GPS observations
 AC6212.and adjusted by the National Geodetic Survey in February 2000..
 AC6212
 AC6212.The orthometric height was determined by differential leveling.
 AC6212.The vertical network tie was performed by a horz. field party for horz.
 AC6212.obs reductions. Reset procedures were used to establish the elevation.
 AC6212
 AC6212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6212
 AC6212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6212
 AC6212.The ellipsoidal height was determined by GPS observations
 AC6212.and is referenced to NAD 83.
 AC6212
 AC6212.The geoid height was determined by GEOID03.
 AC6212
 AC6212;                    North         East     Units Scale Factor Converg.
 AC6212;SPC MO E     -   311,447.679   182,625.550   MT  0.99998921   -0 28 59.6
 AC6212;UTM  15      - 4,277,936.030   650,233.922   MT  0.99987794   +1 04 40.7
 AC6212
 AC6212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6212!SPC MO E     -   0.99998044  x   0.99998921  =   0.99996965
 AC6212!UTM  15      -   0.99998044  x   0.99987794  =   0.99985838
 AC6212
 AC6212                          SUPERSEDED SURVEY CONTROL
 AC6212
 AC6212  NAD 83(1997)-  38 38 14.09744(N)    091 16 25.93141(W) AD(       ) 1
 AC6212  NAD 83(1986)-  38 38 14.10970(N)    091 16 25.93176(W) AD(       ) 1
 AC6212
 AC6212.Superseded values are not recommended for survey control.
 AC6212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6212.See file dsdata.txt to determine how the superseded data were derived.
 AC6212
 AC6212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5023477936(NAD 83)
 AC6212_MARKER: DD = SURVEY DISK
 AC6212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6212_STAMPING: FR-65 1994
 AC6212_MARK LOGO: MODNR 
 AC6212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6212+STABILITY: SURFACE MOTION
 AC6212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6212+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6212
 AC6212  HISTORY     - Date     Condition        Report By
 AC6212  HISTORY     - 1994     MONUMENTED       MODNR
 AC6212
 AC6212                          STATION DESCRIPTION
 AC6212
 AC6212'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6212'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6212'STATION IS LOCATED ABOUT 10 MI (16.1 KM) SOUTHEAST OF HERMANN, MO 4.5
 AC6212'MI (7.2 KM) SOUTHEAST OF BERGER, MO, AND 4.5 MI (7.2 KM) NORTHWEST OF
 AC6212'NEW HAVEN, MO ON THE EAST SIDE OF ETLAH ROAD AT THE SMALL COMMUNITY OF
 AC6212'ETLAH, MO.  IT IS 2.7 FT (0.8 M) WSW OF A CARSONITE WITNESS POST, 14.8
 AC6212'FT (4.5 M) NORTHEAST AND 13.7 FT (4.2 M) SOUTHEAST OF P.K.  NAIL AND
 AC6212'WASHERS 12 IN FROM EDGE OF PAVEMENT, 3.8 FT (1.2 M) EAST OF THE EDGE
 AC6212'OF PAVEMENT, 14.5 FT (4.4 M) EAST OF A COTTON PICKER SPINDLE NEAR THE
 AC6212'CENTER LINE OF THE ROAD, AND 25.6 FT (7.8 M) SOUTH OF A METAL POST FOR
 AC6212'A CURVE SIGN. THE AZIMUTH MARK IS .25 MI (0.40 KM) NORTHWEST ON THE
 AC6212'WEST RIGHT-OF-WAY OF ROUTE B AT ETLAH ROAD.  IT IS 49.9 FT (15.2 M)
 AC6212'WEST OF A NAIL AND WASHER IN THE ROUTE B SIGN POST, 8.8 FT (2.7 M)
 AC6212'NORTHWEST AND 13.7 FT (4.2 M) NORTH OF NAIL AND WASHERS 12 IN FROM
 AC6212'EDGE OF PAVEMENT, 26.6 FT (8.1 M) NNE OF A P.K.  NAIL AND WASHER NEAR
 AC6212'THE CENTER LINE OF A PRIVATE ENTRANCE 17.7 FT (5.4 M) NORTHEAST OF THE
 AC6212'POST FOR ENS SIGN B4/600 AND 7.5 FT (2.3 M) SOUTHEAST OF A CARSONITE
 AC6212'WITNESS POST. TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF MO.  HWY
 AC6212'100 WITH ROUTE C AT NEW HAVEN, MO, GO WESTERLY AND NORTHWESTERLY ON
 AC6212'HIGHWAY 100 FOR 4.8 MI (7.7 KM) TO JUNCTION WITH ROUTE B.  TURN RIGHT
 AC6212'AND GO NORTHEASTERLY ON ROUTE B FOR 1.95 MI (3.14 KM) TO ETLAH ROAD ON
 AC6212'THE RIGHT AND MARK ON THE LEFT (NORTHWEST) RIGHT-OF-WAY JUST BEFORE A
 AC6212'RAILROAD CROSSING. TO REACH THE STATION FROM THE MARK, GO
 AC6212'SOUTHEASTERLY ON ETLAH ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 AC6212'LEFT (EAST) SIDE IN A CURVE AS DESCRIBED. CGS BM U 202 IS 500 FT
 AC6212'(152.4 M) EAST ON THE NORTH SIDE OF THE RAILROAD TRACKS. DATE OF
 AC6212'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6213 ***********************************************************************
 AC6213  DESIGNATION -  FR 66
 AC6213  PID         -  AC6213
 AC6213  STATE/COUNTY-  MO/FRANKLIN
 AC6213  USGS QUAD   -  BERGER (1974)
 AC6213
 AC6213                         *CURRENT SURVEY CONTROL
 AC6213  ___________________________________________________________________
 AC6213* NAD 83(1997)-  38 38 21.34653(N)    091 22 02.57343(W)     ADJUSTED  
 AC6213* NAVD 88     -       217.6    (meters)     714.     (feet)  GPS OBS   
 AC6213  ___________________________________________________________________
 AC6213  X           -    -119,042.618 (meters)                     COMP
 AC6213  Y           -  -4,987,155.835 (meters)                     COMP
 AC6213  Z           -   3,961,232.361 (meters)                     COMP
 AC6213  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 AC6213  ELLIP HEIGHT-         186.06  (meters)          (02/17/00) GPS OBS
 AC6213  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 AC6213
 AC6213  HORZ ORDER  -  FIRST
 AC6213  ELLP ORDER  -  FOURTH    CLASS I
 AC6213
 AC6213.The horizontal coordinates were established by GPS observations
 AC6213.and adjusted by the National Geodetic Survey in February 2000..
 AC6213
 AC6213.The orthometric height was determined by GPS observations and a
 AC6213.high-resolution geoid model.
 AC6213
 AC6213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6213
 AC6213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6213
 AC6213.The ellipsoidal height was determined by GPS observations
 AC6213.and is referenced to NAD 83.
 AC6213
 AC6213.The geoid height was determined by GEOID03.
 AC6213
 AC6213;                    North         East     Units Scale Factor Converg.
 AC6213;SPC MO E     -   311,744.228   174,486.214   MT  1.00000353   -0 32 29.9
 AC6213;UTM  15      - 4,278,010.703   642,090.612   MT  0.99984863   +1 01 10.6
 AC6213
 AC6213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6213!SPC MO E     -   0.99997081  x   1.00000353  =   0.99997434
 AC6213!UTM  15      -   0.99997081  x   0.99984863  =   0.99981944
 AC6213
 AC6213                          SUPERSEDED SURVEY CONTROL
 AC6213
 AC6213  NAD 83(1997)-  38 38 21.35360(N)    091 22 02.57463(W) AD(       ) 1
 AC6213  NAD 83(1986)-  38 38 21.36551(N)    091 22 02.57537(W) AD(       ) 1
 AC6213
 AC6213.Superseded values are not recommended for survey control.
 AC6213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6213.See file dsdata.txt to determine how the superseded data were derived.
 AC6213
 AC6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4209178011(NAD 83)
 AC6213_MARKER: DD = SURVEY DISK
 AC6213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6213_STAMPING: FR-66 1994
 AC6213_MARK LOGO: MODNR 
 AC6213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6213+STABILITY: SURFACE MOTION
 AC6213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6213+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6213
 AC6213  HISTORY     - Date     Condition        Report By
 AC6213  HISTORY     - 1994     MONUMENTED       MODNR
 AC6213
 AC6213                          STATION DESCRIPTION
 AC6213
 AC6213'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6213'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6213'STATION IS LOCATED ABOUT 9 MI (14.5 KM) WNW OF NEW HAVEN, MO, 6 MI
 AC6213'(9.7 KM) SOUTHEAST OF HERMANN, MO AND 3 MI (4.8 KM) SOUTHWEST OF
 AC6213'BERGER, MO ON THE SOUTHWEST SIDE OF LYON SCHOOL ROAD.  IT IS 12.5 FT
 AC6213'(3.8 M) SOUTHWEST OF A COTTON PICKER SPINDLE NEAR THE CENTER LINE OF
 AC6213'THE ROAD, 1.4 FT (0.4 M) NORTHEAST OF A CARSONITE WITNESS POST AT THE
 AC6213'FENCE, 60.9 FT (18.6 M) SOUTHEAST OF A NAIL AND WASHER IN A CORNER
 AC6213'FENCE POST AND 48.4 FT (14.8 M) SSE OF A NAIL AND WASHER IN A DOUBLE
 AC6213'BRACED CEDAR POST. THE AZIMUTH MARK IS 0.3 MI (0.5 KM) SOUTHEAST ON
 AC6213'THE NORTHWEST RIGHT-OF-WAY OF ROUTE Z 65 FT (19.8 M) SOUTHWEST OF ITS
 AC6213'INTERSECTION WITH LYON SCHOOL ROAD.  IT IS 41.0 FT (12.5 M) SOUTHWEST
 AC6213'OF THE METAL POST FOR ENS SIGN Z0/180, 27.4 FT (8.4 M) NORTHWEST AND
 AC6213'32.0 FT (9.8 M) NNW OF P.K.  NAIL AND WASHERS 12 IN FROM THE EDGE OF
 AC6213'ROUTE Z PAVEMENT, 3.6 FT (1.1 M) NORTHEAST OF A CARSONITE WITNESS
 AC6213'POST, 2.3 FT (0.7 M) NORTHEAST OF A NAIL AND WASHER IN A CEDAR FENCE
 AC6213'POST, AND 1 FT (0.3 M) SOUTHEAST OF THE RIGHT-OF-WAY FENCE. TO REACH
 AC6213'THE STATION FROM THE JUNCTION OF MISSOURI HIGHWAYS 100 AND 19 AT THE
 AC6213'SOUTH END OF THE MISSOURI RIVER BRIDGE IN HERMANN, GO SOUTHEASTERLY ON
 AC6213'HIGHWAY 100 FOR 6.4 MI (10.3 KM) TO A JUNCTION WITH ROUTE Z, TURN
 AC6213'RIGHT AND GO SOUTHWESTERLY ON Z FOR 1.1 MI (1.8 KM) TO INTERSECTION
 AC6213'WITH LYON SCHOOL ROAD, TURN RIGHT AND GO NORTHWESTERLY FOR 0.3 MI (0.5
 AC6213'KM) ON LYON SCHOOL ROAD TO THE STATION ON THE LEFT (SOUTHWEST) SIDE.
 AC6213'A LARGE METAL BUILDING IS ALSO ON THIS SIDE AND A WINDSOCK IS IN THE
 AC6213'FIELD ACROSS THE ROAD TO THE NORTH OF STATION. TO REACH THE AZIMUTH
 AC6213'MARK FROM THE STATION, RETURN SOUTHEAST FOR 0.3 MI (0.5 KM) ON LYON
 AC6213'SCHOOL RD.  TO JUNCTION WITH ROUTE Z AND STATION ON THE RIGHT IN THE
 AC6213'WEST ANGLE OF THE INTERSECTION. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6214 ***********************************************************************
 AC6214  DESIGNATION -  FR 67
 AC6214  PID         -  AC6214
 AC6214  STATE/COUNTY-  MO/FRANKLIN
 AC6214  USGS QUAD   -  DISSEN (1973)
 AC6214
 AC6214                         *CURRENT SURVEY CONTROL
 AC6214  ___________________________________________________________________
 AC6214* NAD 83(1997)-  38 32 57.74112(N)    091 21 53.66576(W)     ADJUSTED  
 AC6214* NAVD 88     -       254.5    (meters)     835.     (feet)  GPS OBS   
 AC6214  ___________________________________________________________________
 AC6214  X           -    -118,976.209 (meters)                     COMP
 AC6214  Y           -  -4,993,412.982 (meters)                     COMP
 AC6214  Z           -   3,953,456.179 (meters)                     COMP
 AC6214  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AC6214  ELLIP HEIGHT-         223.11  (meters)          (02/17/00) GPS OBS
 AC6214  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AC6214
 AC6214  HORZ ORDER  -  FIRST
 AC6214  ELLP ORDER  -  FOURTH    CLASS I
 AC6214
 AC6214.The horizontal coordinates were established by GPS observations
 AC6214.and adjusted by the National Geodetic Survey in February 2000..
 AC6214
 AC6214.The orthometric height was determined by GPS observations and a
 AC6214.high-resolution geoid model.
 AC6214
 AC6214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6214
 AC6214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6214
 AC6214.The ellipsoidal height was determined by GPS observations
 AC6214.and is referenced to NAD 83.
 AC6214
 AC6214.The geoid height was determined by GEOID03.
 AC6214
 AC6214;                    North         East     Units Scale Factor Converg.
 AC6214;SPC MO E     -   301,764.074   174,607.667   MT  1.00000331   -0 32 20.5
 AC6214;UTM  15      - 4,268,039.089   642,483.604   MT  0.99985001   +1 01 08.9
 AC6214
 AC6214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6214!SPC MO E     -   0.99996499  x   1.00000331  =   0.99996830
 AC6214!UTM  15      -   0.99996499  x   0.99985001  =   0.99981501
 AC6214
 AC6214                          SUPERSEDED SURVEY CONTROL
 AC6214
 AC6214  NAD 83(1997)-  38 32 57.74839(N)    091 21 53.66700(W) AD(       ) 1
 AC6214  NAD 83(1986)-  38 32 57.75972(N)    091 21 53.66816(W) AD(       ) 1
 AC6214
 AC6214.Superseded values are not recommended for survey control.
 AC6214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6214.See file dsdata.txt to determine how the superseded data were derived.
 AC6214
 AC6214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4248468039(NAD 83)
 AC6214_MARKER: DD = SURVEY DISK
 AC6214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6214_STAMPING: FR-67 1994
 AC6214_MARK LOGO: MODNR 
 AC6214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6214+STABILITY: SURFACE MOTION
 AC6214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6214+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6214
 AC6214  HISTORY     - Date     Condition        Report By
 AC6214  HISTORY     - 1994     MONUMENTED       MODNR
 AC6214
 AC6214                          STATION DESCRIPTION
 AC6214
 AC6214'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6214'THE STATION IS A STANDARD MO DNR GRS INSTALLATION.  THE AZIMUTH MARK
 AC6214'IS USGS BM DISK STAMPED TT956C 1935, 829 IN A 6 IN SQUARE CONCRETE
 AC6214'POST PROJECTING 1 INCH. THE STATION IS LOCATED ABOUT 11 MI (17.7 KM)
 AC6214'SSE OF HERMANN, MO 11.5 MI (18.5 KM) NNE OF ROSEBUD, MO, 8.5 MI (13.7
 AC6214'KM) SOUTHWEST OF NEW HAVEN, MO, AND 0.6 MI (1.0 KM) NORTHEAST OF THE
 AC6214'SMALL COMMUNITY OF STONY HILL, MO ON THE NORTHWEST RIGHT-OF-WAY OF
 AC6214'ROUTE E IN THE NORTH ANGLE OF ITS INTERSECTION WITH HORSTMAN ROAD.  IT
 AC6214'IS 15.3 FT (4.7 M) NORTHWEST OF A P.K.  NAIL AND WASHER 12 IN FROM
 AC6214'EDGE OF PAVEMENT, 8.5 FT (2.6 M) NNE OF A ROAD SIGN POST, 45.7 FT
 AC6214'(13.9 M) NORTHEAST OF A P.K.  NAIL AND WASHER 12 IN FROM EDGE OF ROUTE
 AC6214'E PAVEMENT NEAR THE CENTER LINE OF HORSTMAN, 38.1 FT (11.6 M)
 AC6214'NORTHEAST OF ANOTHER P.K. NAIL AND WASHER NEAR THE CENTER LINE OF
 AC6214'HORSTMAN, AND 3.3 FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST.
 AC6214'THE AZIMUTH MARK IS USGS BM TT956C, 1935 LOCATED .25 MI (0.40 KM)
 AC6214'SOUTHWEST ON THE SOUTHEAST RIGHT-OF-WAY OF ROUTE E, 200 FT (61.0 M)
 AC6214'NORTHEAST OF THE FRANKLIN/GASCONADE COUNTY LINE AND IN FRONT OF AN 18
 AC6214'X 31 BRICK BUILDING.  IT IS 35 FT (10.7 M) SOUTHEAST OF THE CENTER
 AC6214'LINE OF ROUTE E, 2.5 FT (0.8 M) NORTHWEST OF A 30 IN CONCRETE WALK,
 AC6214'38.2 FT (11.6 M) NORTHWEST OF THE WEST CORNER OF THE BRICK BUILDING IN
 AC6214'LINE WITH THE SOUTHWEST BUILDING LINE, 13.5 FT (4.1 M) NORTHEAST OF A
 AC6214'UTILITY POLE, AND 9.8 FT (3.0 M) SOUTHWEST OF THE CORNER OF THE
 AC6214'SIDEWALK. TO REACH THE STATION FROM THE JUNCTION OF MISSOURI HIGHWAY
 AC6214'100 WITH ROUTE E IN THE WEST PART OF NEW HAVEN, MO, FOLLOW ROUTE E
 AC6214'SOUTHWESTERLY FOR 8.35 MI (13.44 KM) TO A JUNCTION WITH HORSTMAN ROAD
 AC6214'ON THE RIGHT (NORTHWEST) SIDE AND THE STATION IN THE NORTH EDGE OF THE
 AC6214'INTERSECTION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC6214'CONTINUE SOUTHWESTERLY ON ROUTE E FOR 0.25 MI (0.40 KM) TO THE GROUNDS
 AC6214'OF ST.  JAMES UNITED CHURCH OF CHRIST ON THE LEFT (SOUTHEAST) SIDE AND
 AC6214'THE MARK IN FRONT OF THE SMALL BRICK BUILDING AS DESCRIBED. DATE OF
 AC6214'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6215 ***********************************************************************
 AC6215  DESIGNATION -  FR 68
 AC6215  PID         -  AC6215
 AC6215  STATE/COUNTY-  MO/FRANKLIN
 AC6215  USGS QUAD   -  DISSEN (1973)
 AC6215
 AC6215                         *CURRENT SURVEY CONTROL
 AC6215  ___________________________________________________________________
 AC6215* NAD 83(1997)-  38 32 38.01381(N)    091 17 07.17843(W)     ADJUSTED  
 AC6215* NAVD 88     -       175.2    (meters)     575.     (feet)  GPS OBS   
 AC6215  ___________________________________________________________________
 AC6215  X           -    -112,047.711 (meters)                     COMP
 AC6215  Y           -  -4,993,890.488 (meters)                     COMP
 AC6215  Z           -   3,952,931.082 (meters)                     COMP
 AC6215  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 AC6215  ELLIP HEIGHT-         143.94  (meters)          (02/17/00) GPS OBS
 AC6215  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AC6215
 AC6215  HORZ ORDER  -  FIRST
 AC6215  ELLP ORDER  -  FOURTH    CLASS I
 AC6215
 AC6215.The horizontal coordinates were established by GPS observations
 AC6215.and adjusted by the National Geodetic Survey in February 2000..
 AC6215
 AC6215.The orthometric height was determined by GPS observations and a
 AC6215.high-resolution geoid model.
 AC6215
 AC6215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6215
 AC6215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6215
 AC6215.The ellipsoidal height was determined by GPS observations
 AC6215.and is referenced to NAD 83.
 AC6215
 AC6215.The geoid height was determined by GEOID03.
 AC6215
 AC6215;                    North         East     Units Scale Factor Converg.
 AC6215;SPC MO E     -   301,093.545   181,539.397   MT  0.99999103   -0 29 21.7
 AC6215;UTM  15      - 4,267,557.349   649,430.068   MT  0.99987498   +1 04 07.1
 AC6215
 AC6215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6215!SPC MO E     -   0.99997742  x   0.99999103  =   0.99996845
 AC6215!UTM  15      -   0.99997742  x   0.99987498  =   0.99985240
 AC6215
 AC6215                          SUPERSEDED SURVEY CONTROL
 AC6215
 AC6215  NAD 83(1997)-  38 32 38.02104(N)    091 17 07.17963(W) AD(       ) 1
 AC6215  NAD 83(1986)-  38 32 38.03213(N)    091 17 07.18007(W) AD(       ) 1
 AC6215
 AC6215.Superseded values are not recommended for survey control.
 AC6215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6215.See file dsdata.txt to determine how the superseded data were derived.
 AC6215
 AC6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4943067557(NAD 83)
 AC6215_MARKER: DD = SURVEY DISK
 AC6215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6215_STAMPING: FR-68 1994
 AC6215_MARK LOGO: MODNR 
 AC6215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6215+STABILITY: SURFACE MOTION
 AC6215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6215+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6215
 AC6215  HISTORY     - Date     Condition        Report By
 AC6215  HISTORY     - 1994     MONUMENTED       MODNR
 AC6215
 AC6215                          STATION DESCRIPTION
 AC6215
 AC6215'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6215'THE STATION AND AZIMUTH ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6215'STATION IS LOCATED ABOUT 15 MI (24.1 KM) WEST OF WASHINGTON, MO, 14 MI
 AC6215'(22.5 KM) SOUTHEAST OF HERMANN, MO, 5.5 MI (8.9 KM) SOUTHWEST OF NEW
 AC6215'HAVEN, MO, AND .25 MI (0.40 KM) EAST OF THE SMALL COMMUNITY OF DETMOLD
 AC6215'ON THE SOUTHEAST RIGHT-OF-WAY OF ROUTE Y IN A CURVE.  IT IS 18.3 FT
 AC6215'(5.6 M) EAST, 13.7 FT (4.2 M) SOUTHEAST, AND 17.8 FT (5.4 M) SSW FROM
 AC6215'P.K, NAILS AND WASHERS 12 IN FROM EDGE OF PAVEMENT, 8.3 FT (2.5 M) NNE
 AC6215'AND 6.4 FT (2.0 M) WEST OF NAIL AND WASHERS IN FENCE POSTS AND 6.0 FT
 AC6215'(1.8 M) NORTHWEST OF A CARSONITE WITNESS POST AT THE RIGHT-OF-WAY
 AC6215'FENCE. THE AZIMUTH MARK IS .25 MI (0.40 KM) NORTHEAST ON THE SOUTHEAST
 AC6215'RIGHT-OF-WAY OF ROUTE Y.  IT IS 17 FT (5.2 M) NORTHEAST OF CENTER LINE
 AC6215'OF A FIELD ENTRANCE, 14.6 FT (4.5 M) SSE OF A P.K.  NAIL AND WASHER 12
 AC6215'IN FROM EDGE OF PAVEMENT, 19.6 FT (6.0 M) SOUTHWEST OF A P.K.  NAIL
 AC6215'AND WASHER 18 IN FROM EDGE OF PAVEMENT, 9.9 FT (3.0 M) WEST OF A NAIL
 AC6215'AND WASHER IN A FENCE POST, 5.6 FT (1.7 M) NORTHWEST OF A CARSONITE
 AC6215'WITNESS POST AT THE RIGHT-OF-WAY FENCE AND 10.6 FT (3.2 M) NORTHEAST
 AC6215'OF A NAIL AND WASHER IN A GATE POST. TO REACH THE AZIMUTH MARK FROM
 AC6215'THE JUNCTION OF MISSOURI HIGHWAY 100 WITH ROUTE E JUST WEST OF NEW
 AC6215'HAVEN, MO, GO SOUTHWESTERLY ON ROUTE E FOR 2.7 MI (4.3 KM) TO A
 AC6215'JUNCTION WITH ROUTE Y, TURN LEFT AND FOLLOW ROUTE Y SOUTHERLY FOR 2.95
 AC6215'MI (4.75 KM) TO THE MARK ON THE LEFT (SOUTHEAST) SIDE AS DESCRIBED. TO
 AC6215'REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE SOUTHWESTERLY ON
 AC6215'ROUTE Y FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT (SOUTHEAST)
 AC6215'SIDE AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6216 ***********************************************************************
 AC6216  DESIGNATION -  FR 69
 AC6216  PID         -  AC6216
 AC6216  STATE/COUNTY-  MO/FRANKLIN
 AC6216  USGS QUAD   -  DISSEN (1973)
 AC6216
 AC6216                         *CURRENT SURVEY CONTROL
 AC6216  ___________________________________________________________________
 AC6216* NAD 83(1997)-  38 35 54.84698(N)    091 21 54.11026(W)     ADJUSTED  
 AC6216* NAVD 88     -       193.0    (meters)     633.     (feet)  GPS OBS   
 AC6216  ___________________________________________________________________
 AC6216  X           -    -118,904.704 (meters)                     COMP
 AC6216  Y           -  -4,989,960.352 (meters)                     COMP
 AC6216  Z           -   3,957,687.472 (meters)                     COMP
 AC6216  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AC6216  ELLIP HEIGHT-         161.58  (meters)          (02/17/00) GPS OBS
 AC6216  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 AC6216
 AC6216  HORZ ORDER  -  FIRST
 AC6216  ELLP ORDER  -  FOURTH    CLASS I
 AC6216
 AC6216.The horizontal coordinates were established by GPS observations
 AC6216.and adjusted by the National Geodetic Survey in February 2000..
 AC6216
 AC6216.The orthometric height was determined by GPS observations and a
 AC6216.high-resolution geoid model.
 AC6216
 AC6216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6216
 AC6216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6216
 AC6216.The ellipsoidal height was determined by GPS observations
 AC6216.and is referenced to NAD 83.
 AC6216
 AC6216.The geoid height was determined by GEOID03.
 AC6216
 AC6216;                    North         East     Units Scale Factor Converg.
 AC6216;SPC MO E     -   307,225.078   174,648.315   MT  1.00000323   -0 32 22.9
 AC6216;UTM  15      - 4,273,498.339   642,375.680   MT  0.99984963   +1 01 12.6
 AC6216
 AC6216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6216!SPC MO E     -   0.99997465  x   1.00000323  =   0.99997788
 AC6216!UTM  15      -   0.99997465  x   0.99984963  =   0.99982428
 AC6216
 AC6216                          SUPERSEDED SURVEY CONTROL
 AC6216
 AC6216  NAD 83(1997)-  38 35 54.85415(N)    091 21 54.11148(W) AD(       ) 1
 AC6216  NAD 83(1986)-  38 35 54.86571(N)    091 21 54.11280(W) AD(       ) 1
 AC6216
 AC6216.Superseded values are not recommended for survey control.
 AC6216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6216.See file dsdata.txt to determine how the superseded data were derived.
 AC6216
 AC6216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4237673498(NAD 83)
 AC6216_MARKER: DD = SURVEY DISK
 AC6216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6216_STAMPING: FR-69 1994
 AC6216_MARK LOGO: MODNR 
 AC6216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6216+STABILITY: SURFACE MOTION
 AC6216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6216+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6216
 AC6216  HISTORY     - Date     Condition        Report By
 AC6216  HISTORY     - 1994     MONUMENTED       MODNR
 AC6216
 AC6216                          STATION DESCRIPTION
 AC6216
 AC6216'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6216'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6216'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF HERMANN,
 AC6216'MO, 8 MI (12.9 KM) WEST OF NEW HAVEN, MO, 0.15 MI (0.24 KM) WEST OF
 AC6216'THE SMALL COMMUNITY OF KOHL CITY AND 0.15 MI (0.24 KM) EAST OF THE
 AC6216'FRANKLIN/GASCONADE COUNTY LINE ON THE NORTH SIDE OF KOHL CITY ROAD. IT
 AC6216'IS 17.6 FT (5.4 M) NORTH OF A 60 AIL NEAR THE CENTER LINE OF THE ROAD,
 AC6216'36.6 FT (11.2 M) NORTH OF AN ALUMINUM NAIL AND WASHER IN A 14 IN CEDAR
 AC6216'AT THE SOUTH RIGHT-OF-WAY FENCE, 7.0 FT (2.1 M) ESE OF A NAIL AND
 AC6216'WASHER IN A FENCE POST, 2.4 FT (0.7 M) SOUTH OF A CARSONITE WITNESS
 AC6216'POST AT THE RIGHT-OF-WAY FENCE AND 15.7 FT (4.8 M) WSW OF A NAIL AND
 AC6216'WASHER IN A UTILITY POLE. THE AZIMUTH MARK IS 0.4 MI (0.6 KM)
 AC6216'SOUTHWEST ON THE EAST SIDE OF HORSTMAN ROAD.  IT IS 46 FT (14.0 M)
 AC6216'SOUTH OF A FENCE LINE EAST, 3.7 FT (1.1 M) SSW OF A NAIL AND WASHER IN
 AC6216'A FENCE POST, 1,.8 FT WEST OF A CARSONITE WITNESS POST AT THE
 AC6216'RIGHT-OF-WAY FENCE, 19.1 FT (5.8 M) NORTH OF AN ALUMINUM NAIL AND
 AC6216'WASHER IN A CEDAR TREE AT THE FENCE AND 15.6 FT (4.8 M) ESE OF A
 AC6216'COTTON PICKER SPINDLE NEAR THE CENTER LINE OF HORSTMAN ROAD. TO REACH
 AC6216'THE STATION FROM THE JUNCTION OF MISSOURI HIGHWAY 100 WITH ROUTE E
 AC6216'JUST WEST OF NEW HAVEN, MO, FOLLOW ROUTE E SOUTHWESTERLY FOR 5.35 MI
 AC6216'(8.61 KM) TO THE JUNCTION WITH ROUTE VV, TURN RIGHT AND FOLLOW ROUTE
 AC6216'VV NORTH FOR 1.55 MI (2.49 KM) TO THE INTERSECTION WITH KOHL CITY ROAD
 AC6216'ON THE LEFT TURN LEFT AND GO WEST ON KOHL CITY ROAD FOR 2.30 MI (3.70
 AC6216'KM) TO A LARGE METAL QUONSET BUILDING LEFT AND STATION ON THE RIGHT
 AC6216'(NORTH) SIDE OF ROAD AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AC6216'STATION, CONTINUE WEST ON KOHL CITY ROAD FOR 0.15 MI (0.24 KM) TO A
 AC6216'T-JUNCTION WITH HORSTMAN ROAD, TURN LEFT AND GO SOUTH ON HORSTMAN RD.
 AC6216'FOR 0.25 MI (0.40 KM) TO THE MARK ON THE LEFT (EAST) SIDE OF THE ROAD
 AC6216'AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6217 ***********************************************************************
 AC6217  DESIGNATION -  FR 70
 AC6217  PID         -  AC6217
 AC6217  STATE/COUNTY-  MO/FRANKLIN
 AC6217  USGS QUAD   -  LESLIE (1980)
 AC6217
 AC6217                         *CURRENT SURVEY CONTROL
 AC6217  ___________________________________________________________________
 AC6217* NAD 83(1997)-  38 29 23.54220(N)    091 13 22.82819(W)     ADJUSTED  
 AC6217* NAVD 88     -       251.2    (meters)     824.     (feet)  GPS OBS   
 AC6217  ___________________________________________________________________
 AC6217  X           -    -106,696.867 (meters)                     COMP
 AC6217  Y           -  -4,997,802.543 (meters)                     COMP
 AC6217  Z           -   3,948,286.517 (meters)                     COMP
 AC6217  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AC6217  ELLIP HEIGHT-         220.08  (meters)          (02/17/00) GPS OBS
 AC6217  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AC6217
 AC6217  HORZ ORDER  -  FIRST
 AC6217  ELLP ORDER  -  FOURTH    CLASS I
 AC6217
 AC6217.The horizontal coordinates were established by GPS observations
 AC6217.and adjusted by the National Geodetic Survey in February 2000..
 AC6217
 AC6217.The orthometric height was determined by GPS observations and a
 AC6217.high-resolution geoid model.
 AC6217
 AC6217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6217
 AC6217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6217
 AC6217.The ellipsoidal height was determined by GPS observations
 AC6217.and is referenced to NAD 83.
 AC6217
 AC6217.The geoid height was determined by GEOID03.
 AC6217
 AC6217;                    North         East     Units Scale Factor Converg.
 AC6217;SPC MO E     -   295,052.728   186,925.021   MT  0.99998231   -0 26 60.0
 AC6217;UTM  15      - 4,261,665.703   654,977.288   MT  0.99989578   +1 06 22.2
 AC6217
 AC6217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6217!SPC MO E     -   0.99996547  x   0.99998231  =   0.99994778
 AC6217!UTM  15      -   0.99996547  x   0.99989578  =   0.99986125
 AC6217
 AC6217                          SUPERSEDED SURVEY CONTROL
 AC6217
 AC6217  NAD 83(1997)-  38 29 23.54908(N)    091 13 22.82927(W) AD(       ) 1
 AC6217  NAD 83(1986)-  38 29 23.56004(N)    091 13 22.82943(W) AD(       ) 1
 AC6217
 AC6217.Superseded values are not recommended for survey control.
 AC6217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6217.See file dsdata.txt to determine how the superseded data were derived.
 AC6217
 AC6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5497761666(NAD 83)
 AC6217_MARKER: DD = SURVEY DISK
 AC6217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6217_STAMPING: FR-70 1994
 AC6217_MARK LOGO: MODNR 
 AC6217_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6217+STABILITY: SURFACE MOTION
 AC6217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6217+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6217
 AC6217  HISTORY     - Date     Condition        Report By
 AC6217  HISTORY     - 1994     MONUMENTED       MODNR
 AC6217
 AC6217                          STATION DESCRIPTION
 AC6217
 AC6217'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6217'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6217'STATION IS ABOUT 12 MI (19.3 KM) NORTHWEST OF UNION, MO, 8.5 MI (13.7
 AC6217'KM) NORTHEAST OF GERALD, MO, 8.5 MI (13.7 KM) SOUTH OF NEW HAVEN, MO,
 AC6217'AND 5 MI (8.0 KM) NORTHWEST OF BEAUFORT, MO ON THE WEST SIDE OF
 AC6217'PLEASANT HILL ROAD.  IT IS 32.9 FT (10.0 M) SOUTHWEST OF AND 32.4 FT
 AC6217'(9.9 M) NORTHWEST OF NAILS AND WASHERS IN FENCE POSTS ON THE EAST SIDE
 AC6217'OF THE ROAD, 12.7 FT (3.9 M) WEST OF A 60D NAIL NEAR THE CENTER LINE
 AC6217'OF THE ROAD, 103 FT (31.4 M) NORTH OF THE POST FOR ENS PH9/040 SIGN
 AC6217'AND 3.1 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST. THE AZIMUTH MARK
 AC6217'IS .25 MI (0.40 KM) SOUTH ON THE WEST SIDE OF PLEASANT HILL ROAD.  IT
 AC6217'IS 48.6 FT (14.8 M) SSW OF AN ALUMINUM NAIL AND WASHER 4.8 FT (1.5 M)
 AC6217'ABOVE GROUND IN A 9 IN WHITE OAK, 15.8 FT (4.8 M) SOUTHWEST OF A 60D
 AC6217'NAIL NEAR THE CENTER LINE OF ROAD, 38.2 FT (11.6 M) WSW OF AN ALUMINUM
 AC6217'NAIL AND WASHER 6.6 FT (2.0 M) ABOVE GROUND IN A 7 IN CEDAR, 3.4 FT
 AC6217'(1.0 M) NORTHWEST OF A CARSONITE WITNESS POST AND 86.2 FT (26.3 M)
 AC6217'SOUTHEAST OF A NAIL AND WASHER 4 1/2 FT ABOVE GROUND IN BRACED UTILITY
 AC6217'POLE 34625 (AN UNDERGROUND CABLE WARNING IS ATTACHED TO THIS POLE. TO
 AC6217'REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 50 WITH
 AC6217'MISSOURI HIGHWAY 185 AT BEAUFORT, MO, GO NORTH ON HIGHWAY 185 FOR 6.1
 AC6217'MI (9.8 KM) TO AN INTERSECTION WITH ROUTE YY.  TURN LEFT AND GO WEST
 AC6217'ON ROUTE YY FOR 2.7 MI (4.3 KM) TO THE T-JUNCTION OF PLEASANT HILL
 AC6217'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON PLEASANT HILL FOR 1.05 MI
 AC6217'(1.69 KM) TO THE STATION ON THE RIGHT (WEST) SIDE AS DESCRIBED. TO
 AC6217'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON PLEASANT
 AC6217'HILL ROAD FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT (WEST) AS
 AC6217'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6218 ***********************************************************************
 AC6218  DESIGNATION -  FR 71
 AC6218  PID         -  AC6218
 AC6218  STATE/COUNTY-  MO/FRANKLIN
 AC6218  USGS QUAD   -  LESLIE (1980)
 AC6218
 AC6218                         *CURRENT SURVEY CONTROL
 AC6218  ___________________________________________________________________
 AC6218* NAD 83(1997)-  38 25 41.14818(N)    091 11 24.86819(W)     ADJUSTED  
 AC6218* NAVD 88     -       246.7    (meters)     809.     (feet)  GPS OBS   
 AC6218  ___________________________________________________________________
 AC6218  X           -    -103,927.201 (meters)                     COMP
 AC6218  Y           -  -5,002,123.581 (meters)                     COMP
 AC6218  Z           -   3,942,913.849 (meters)                     COMP
 AC6218  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AC6218  ELLIP HEIGHT-         215.71  (meters)          (02/17/00) GPS OBS
 AC6218  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 AC6218
 AC6218  HORZ ORDER  -  FIRST
 AC6218  ELLP ORDER  -  FOURTH    CLASS I
 AC6218
 AC6218.The horizontal coordinates were established by GPS observations
 AC6218.and adjusted by the National Geodetic Survey in February 2000..
 AC6218
 AC6218.The orthometric height was determined by GPS observations and a
 AC6218.high-resolution geoid model.
 AC6218
 AC6218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6218
 AC6218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6218
 AC6218.The ellipsoidal height was determined by GPS observations
 AC6218.and is referenced to NAD 83.
 AC6218
 AC6218.The geoid height was determined by GEOID03.
 AC6218
 AC6218;                    North         East     Units Scale Factor Converg.
 AC6218;SPC MO E     -   288,173.660   189,732.226   MT  0.99997805   -0 25 44.5
 AC6218;UTM  15      - 4,254,865.887   657,969.914   MT  0.99990732   +1 07 30.2
 AC6218
 AC6218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6218!SPC MO E     -   0.99996615  x   0.99997805  =   0.99994421
 AC6218!UTM  15      -   0.99996615  x   0.99990732  =   0.99987348
 AC6218
 AC6218                          SUPERSEDED SURVEY CONTROL
 AC6218
 AC6218  NAD 83(1997)-  38 25 41.15473(N)    091 11 24.86905(W) AD(       ) 1
 AC6218  NAD 83(1986)-  38 25 41.16512(N)    091 11 24.86919(W) AD(       ) 1
 AC6218
 AC6218.Superseded values are not recommended for survey control.
 AC6218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6218.See file dsdata.txt to determine how the superseded data were derived.
 AC6218
 AC6218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5797054866(NAD 83)
 AC6218_MARKER: DD = SURVEY DISK
 AC6218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6218_STAMPING: FR-71 1994
 AC6218_MARK LOGO: MODNR 
 AC6218_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6218+STABILITY: SURFACE MOTION
 AC6218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6218+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6218
 AC6218  HISTORY     - Date     Condition        Report By
 AC6218  HISTORY     - 1994     MONUMENTED       MODNR
 AC6218
 AC6218                          STATION DESCRIPTION
 AC6218
 AC6218'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6218'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6218'STATION IS LOCATED ABOUT 10 MI (16.1 KM) WEST OF UNION, MO JUST NORTH
 AC6218'OF BEAUFORT, MO ON THE EAST RIGHT-OF-WAY OF MISSOURI HIGHWAY 185 IN
 AC6218'FRONT OF A BRICK RESIDENCE WITH A DOUBLE ENTRY TO A PAVED PARKING
 AC6218'AREA.  IT IS 4.5 FT (1.4 M) SOUTH OF A CARSONITE WITNESS POST AT A
 AC6218'CONCRETE RETAINING WALL AT THE SOUTH SIDE OF THE SOUTH ENTRANCE, 52.5
 AC6218'FT (16.0 M) EAST OF A NAIL AND WASHER 3.5 FT (1.1 M) ABOVE GROUND IN A
 AC6218'UTILITY POLE ON THE WEST SIDE OF HWY.  185, 10.8 FT (3.3 M) ESE OF A
 AC6218'P.K.  NAIL AND WASHER 12 IN FROM EDGE OF PAVEMENT AND 24.2 FT (7.4 M)
 AC6218'SOUTHEAST OF ANOTHER P.K.  NAIL AND WASHER 12 IN FROM EDGE OF PAVEMENT
 AC6218'AND NEAR THE CENTER LINE OF THE SOUTH ENTRANCE TO THE PARKING AREA.
 AC6218'THE AZIMUTH MARK IS .25 MI (0.40 KM) NORTH IN THE SOUTHEAST ANGLE OF
 AC6218'THE T-JUNCTION OF HIGHWAY 185 WITH KRENNING ROAD.  IT IS 36.9 FT (11.2
 AC6218'M) EAST OF A P.K.  NAIL AND WASHER 12 IN FROM EDGE OF HIGHWAY 185
 AC6218'PAVEMENT, 42.0 FT (12.8 M) SOUTH OF A LARGE TELEPHONE RISER BOX IN THE
 AC6218'NORTHEAST ANGLE OF THE INTERSECTION, 18.4 FT (5.6 M) SOUTH OF A COTTON
 AC6218'PICKER SPINDLE NEAR THE CENTER LINE OF KRENNING, 67.4 FT (20.5 M) WEST
 AC6218'OF A NAIL AND WASHER IN BRACED UTILITY POLE 93335 AND 1.9 FT (0.6 M)
 AC6218'NNW OF A CARSONITE WITNESS POST. TO REACH THE STATION FROM THE
 AC6218'INTERSECTION OF MISSOURI HIGHWAY 185 WITH U.S.  HIGHWAY 50 IN
 AC6218'BEAUFORT, MO, GO NORTH ON 185 FOR 0.55 MI (0.89 KM) TO THE STATION ON
 AC6218'THE RIGHT (EAST) SIDE AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AC6218'STATION, CONTINUE NORTH ON HIGHWAY 185 FOR 0.25 MI (0.40 KM) TO
 AC6218'KRENNING ROAD ON THE RIGHT AND THE MARK IN THE SOUTHEAST ANGLE OF THE
 AC6218'INTERSECTION AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6219 ***********************************************************************
 AC6219  DESIGNATION -  FR 72
 AC6219  PID         -  AC6219
 AC6219  STATE/COUNTY-  MO/FRANKLIN
 AC6219  USGS QUAD   -  GERALD (1980)
 AC6219
 AC6219                         *CURRENT SURVEY CONTROL
 AC6219  ___________________________________________________________________
 AC6219* NAD 83(1997)-  38 23 37.38484(N)    091 21 54.02300(W)     ADJUSTED  
 AC6219* NAVD 88     -       275.4    (meters)     904.     (feet)  GPS OBS   
 AC6219  ___________________________________________________________________
 AC6219  X           -    -119,241.333 (meters)                     COMP
 AC6219  Y           -  -5,004,176.203 (meters)                     COMP
 AC6219  Z           -   3,939,941.319 (meters)                     COMP
 AC6219  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AC6219  ELLIP HEIGHT-         244.43  (meters)          (02/17/00) GPS OBS
 AC6219  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AC6219
 AC6219  HORZ ORDER  -  FIRST
 AC6219  ELLP ORDER  -  FOURTH    CLASS I
 AC6219
 AC6219.The horizontal coordinates were established by GPS observations
 AC6219.and adjusted by the National Geodetic Survey in February 2000..
 AC6219
 AC6219.The orthometric height was determined by GPS observations and a
 AC6219.high-resolution geoid model.
 AC6219
 AC6219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6219
 AC6219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6219
 AC6219.The ellipsoidal height was determined by GPS observations
 AC6219.and is referenced to NAD 83.
 AC6219
 AC6219.The geoid height was determined by GEOID03.
 AC6219
 AC6219;                    North         East     Units Scale Factor Converg.
 AC6219;SPC MO E     -   284,486.362   174,436.725   MT  1.00000363   -0 32 14.1
 AC6219;UTM  15      - 4,250,765.746   642,781.691   MT  0.99985107   +1 00 56.2
 AC6219
 AC6219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6219!SPC MO E     -   0.99996165  x   1.00000363  =   0.99996528
 AC6219!UTM  15      -   0.99996165  x   0.99985107  =   0.99981272
 AC6219
 AC6219                          SUPERSEDED SURVEY CONTROL
 AC6219
 AC6219  NAD 83(1997)-  38 23 37.39330(N)    091 21 54.02423(W) AD(       ) 1
 AC6219  NAD 83(1986)-  38 23 37.40127(N)    091 21 54.02513(W) AD(       ) 1
 AC6219
 AC6219.Superseded values are not recommended for survey control.
 AC6219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6219.See file dsdata.txt to determine how the superseded data were derived.
 AC6219
 AC6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4278250766(NAD 83)
 AC6219_MARKER: DD = SURVEY DISK
 AC6219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6219_STAMPING: FR-72 1994
 AC6219_MARK LOGO: MODNR 
 AC6219_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6219+STABILITY: SURFACE MOTION
 AC6219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6219+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6219
 AC6219  HISTORY     - Date     Condition        Report By
 AC6219  HISTORY     - 1994     MONUMENTED       MODNR
 AC6219
 AC6219                          STATION DESCRIPTION
 AC6219
 AC6219'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6219'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6219'STATION IS LOCATED ABOUT 2 MI (3.2 KM) WEST OF GERALD, MO, 2 MI (3.2
 AC6219'KM) EAST OF ROSEBUD, MO, 600 FT (182.9 M) EAST OF THE
 AC6219'GASCONADE-FRANKLIN COUNTY LINE IN THE NORTHEAST ANGLE OF A CONCRETE
 AC6219'AND ASPHALT COMMERCIAL ENTRANCE ON THE NORTH RIGHT-OF-WAY OF U.S.
 AC6219'HIGHWAY 50.  IT IS 23.1 FT (7.0 M) EAST OF A P.K.  NAIL IN THE CENTER
 AC6219'LINE JOINT OF THE CONCRETE APRON OF THE ENTRANCE, 42.9 FT (13.1 M) ESE
 AC6219'OF THE CORNER POST OF A CHAIN LINK FENCE, 10.4 FT (3.2 M) SOUTHEAST
 AC6219'AND 10.7 FT (3.3 M) NORTHWEST OF THE ENDS OF THE CONCRETE CURB ON THE
 AC6219'EAST SIDE OF THE ENTRANCE, 10.8 FT (3.3 M) SOUTH OF A CARSONITE
 AC6219'WITNESS POST AT A CABLE FENCE AND 19 FT (5.8 M) FROM EDGE OF PAVEMENT
 AC6219'NORTH OF A P.K.  NAIL AND WASHER 12 IN FROM EDGE OF PAVEMENT. THE
 AC6219'AZIMUTH MARK IS MI EAST ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 50
 AC6219'ABOUT 150 FT (45.7 M) WEST OF THE PRIVATE ENTRANCE TO THE SCHMANKE
 AC6219'RESIDENCE.  IT IS 12.8 FT (3.9 M) SSE AND 18.0 FT (5.5 M) SOUTHWEST OF
 AC6219'P.K.  NAILS AND WASHERS 12 IN FROM EDGE OF PAVEMENT, 25.0 FT (7.6 M)
 AC6219'WNW OF AN ALUMINUM NAIL IN AN 18 IN HICKORY IN THE YARD, 7.3 FT (2.2
 AC6219'M) NNW OF A CARSONITE WITNESS POST AND 55.4 FT (16.9 M) NORTHEAST OF
 AC6219'AN ALUMINUM NAIL IN AN 8 IN ELM WITH A BIRD HOUSE. TO REACH THE
 AC6219'STATION FROM THE JUNCTION OF MISSOURI HIGHWAY 28 WITH U.S.  HWY.  50
 AC6219'JUST WEST OF ROSEBUD, MO, GO EAST ON U.S.  50 FOR 2.85 MI (4.59 KM) TO
 AC6219'THE GASCONADE-FRANKLIN COUNTY LINE AND CONTINUE EAST FOR 0.1 MI (0.2
 AC6219'KM) TO A COMMERCIAL ENTRANCE ON THE LEFT (NORTH) RIGHT-OF-WAY AND THE
 AC6219'STATION IN THE NORTHEAST ANGLE OF THE ENTRANCE. A SEMI-TRAILER USED AS
 AC6219'A BILLBOARD PAINTED -ANTIQUES- IS JUST EAST OF THE ENTRANCE AND
 AC6219'STATION. TO REACH THE AZIMUTH MARK FORM THE STATION, CONTINUE EAST ON
 AC6219'U.S. HWY.  50 FOR 0.35 MI (0.56 KM) TO THE MARK ON THE RIGHT (SOUTH)
 AC6219'RIGHT-OF-WAY JUST WEST OF A GRAY AND WHITE BRICK RESIDENCE AS
 AC6219'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6220 ***********************************************************************
 AC6220  DESIGNATION -  FR 73
 AC6220  PID         -  AC6220
 AC6220  STATE/COUNTY-  MO/FRANKLIN
 AC6220  USGS QUAD   -  GERALD (1980)
 AC6220
 AC6220                         *CURRENT SURVEY CONTROL
 AC6220  ___________________________________________________________________
 AC6220* NAD 83(1997)-  38 28 50.67578(N)    091 21 32.29065(W)     ADJUSTED  
 AC6220* NAVD 88     -       194.7    (meters)     639.     (feet)  GPS OBS   
 AC6220  ___________________________________________________________________
 AC6220  X           -    -118,570.153 (meters)                     COMP
 AC6220  Y           -  -4,998,121.529 (meters)                     COMP
 AC6220  Z           -   3,947,458.006 (meters)                     COMP
 AC6220  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AC6220  ELLIP HEIGHT-         163.51  (meters)          (02/17/00) GPS OBS
 AC6220  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 AC6220
 AC6220  HORZ ORDER  -  FIRST
 AC6220  ELLP ORDER  -  FOURTH    CLASS I
 AC6220
 AC6220.The horizontal coordinates were established by GPS observations
 AC6220.and adjusted by the National Geodetic Survey in February 2000..
 AC6220
 AC6220.The orthometric height was determined by GPS observations and a
 AC6220.high-resolution geoid model.
 AC6220
 AC6220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6220
 AC6220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6220
 AC6220.The ellipsoidal height was determined by GPS observations
 AC6220.and is referenced to NAD 83.
 AC6220
 AC6220.The geoid height was determined by GEOID03.
 AC6220
 AC6220;                    North         East     Units Scale Factor Converg.
 AC6220;SPC MO E     -   294,141.259   175,054.115   MT  1.00000248   -0 32 04.3
 AC6220;UTM  15      - 4,260,432.373   643,136.911   MT  0.99985231   +1 01 16.7
 AC6220
 AC6220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6220!SPC MO E     -   0.99997435  x   1.00000248  =   0.99997682
 AC6220!UTM  15      -   0.99997435  x   0.99985231  =   0.99982666
 AC6220
 AC6220                          SUPERSEDED SURVEY CONTROL
 AC6220
 AC6220  NAD 83(1997)-  38 28 50.68340(N)    091 21 32.29198(W) AD(       ) 1
 AC6220  NAD 83(1986)-  38 28 50.69374(N)    091 21 32.29260(W) AD(       ) 1
 AC6220
 AC6220.Superseded values are not recommended for survey control.
 AC6220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6220.See file dsdata.txt to determine how the superseded data were derived.
 AC6220
 AC6220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4313760432(NAD 83)
 AC6220_MARKER: DD = SURVEY DISK
 AC6220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6220_STAMPING: FR-73 1994
 AC6220_MARK LOGO: MODNR 
 AC6220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6220+STABILITY: SURFACE MOTION
 AC6220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6220+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6220
 AC6220  HISTORY     - Date     Condition        Report By
 AC6220  HISTORY     - 1994     MONUMENTED       MODNR
 AC6220
 AC6220                          STATION DESCRIPTION
 AC6220
 AC6220'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6220'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS DISKS GROUTED IN
 AC6220'LIMESTONE OUTCROPS. THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) NNE OF
 AC6220'ROSEBUD, MO, 6 MI (9.7 KM) NNW OF GERALD, MO AND LESS THAN.5 MI EAST
 AC6220'OF THE GASCONADE-FRANKLIN COUNTY LINE IN THE NORTHWEST ANGLE OF THE
 AC6220'INTERSECTION OF BEEMONT ROAD WITH ROUTE ZZ.  IT IS 15.5 FT (4.7 M)
 AC6220'NORTH OF A P.K.  NAIL AND WASHER 12 IN FROM EDGE OF ROUTE ZZ PAVEMENT,
 AC6220'33.6 FT (10.2 M) SOUTHWEST OF THE SOUTH CORNER OF THE LARGEST STONE (4
 AC6220'X 6 X 0.8 ) IN A PILE OF CUT LIMESTONE, 32.3 FT (9.8 M) WEST OF A P.K.
 AC6220'NAIL AND WASHER NEAR THE CENTER LINE OF BEEMONT ROAD AND 16.4 FT (5.0
 AC6220'M) NORTHWEST OF A PUNCH MARK ON TOP OF THE WEST END OF THE 18 IN CMP
 AC6220'UNDER BEEMONT ROAD. THE AZIMUTH MARK IS 0.3 MI (0.5 KM) EAST ON THE
 AC6220'SOUTH RIGHT-OF-WAY OF ROUTE ZZ.  IT IS 13.0 FT (4.0 M) SOUTH OF A P.K.
 AC6220'NAIL AND WASHER 12 IN FROM EDGE OF PAVEMENT, 17.2 FT (5.2 M) NORTHWEST
 AC6220'AND 15.7 FT (4.8 M) NORTHEAST OF 2 IN IRON PIPE FENCE POSTS IN ROCK
 AC6220'AND 11.6 FT (3.5 M) NORTH OF A CARSONITE WITNESS POST WOVEN INTO THE
 AC6220'RIGHT-OF-WAY FENCE PANEL. TO REACH THE AZIMUTH MARK FORM THE
 AC6220'INTERSECTION OF ROUTES H (SOUTH) AND ROUTE Y (NORTH) WITH U.S.
 AC6220'HIGHWAY 50 IN GERALD, MO, GO NORTH ON ROUTE Y FOR 4.25 MI (6.84 KM) TO
 AC6220'THE JUNCTION WITH ROUTE ZZ WEST, TURN LEFT AND GO WEST ON ROUTE ZZ FOR
 AC6220'2.75 MI (4.43 KM) TO THE MARK ON THE LEFT (SOUTH) SIDE AS DESCRIBED.
 AC6220'TO REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE WEST ON ROUTE ZZ
 AC6220'FOR 0.3 MI (0.5 KM) TO THE T-JUNCTION OF BEEMONT ROAD (ABOUT 0.15 MI
 AC6220'(0.24 KM) WEST OF THE BRIDGE OVER BOEUF CREEK) AND THE STATION IN THE
 AC6220'NORTHWEST ANGLE OF THE INTERSECTION AS DESCRIBED. DATE OF REPORT
 AC6220'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6221 ***********************************************************************
 AC6221  DESIGNATION -  FR 74
 AC6221  PID         -  AC6221
 AC6221  STATE/COUNTY-  MO/FRANKLIN
 AC6221  USGS QUAD   -  GERALD (1980)
 AC6221
 AC6221                         *CURRENT SURVEY CONTROL
 AC6221  ___________________________________________________________________
 AC6221* NAD 83(1997)-  38 26 31.87475(N)    091 21 49.34648(W)     ADJUSTED  
 AC6221* NAVD 88     -       233.7    (meters)     767.     (feet)  GPS OBS   
 AC6221  ___________________________________________________________________
 AC6221  X           -    -119,047.525 (meters)                     COMP
 AC6221  Y           -  -5,000,803.630 (meters)                     COMP
 AC6221  Z           -   3,944,130.910 (meters)                     COMP
 AC6221  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 AC6221  ELLIP HEIGHT-         202.54  (meters)          (02/17/00) GPS OBS
 AC6221  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AC6221
 AC6221  HORZ ORDER  -  FIRST
 AC6221  ELLP ORDER  -  FOURTH    CLASS I
 AC6221
 AC6221.The horizontal coordinates were established by GPS observations
 AC6221.and adjusted by the National Geodetic Survey in February 2000..
 AC6221
 AC6221.The orthometric height was determined by GPS observations and a
 AC6221.high-resolution geoid model.
 AC6221
 AC6221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6221
 AC6221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6221
 AC6221.The ellipsoidal height was determined by GPS observations
 AC6221.and is referenced to NAD 83.
 AC6221
 AC6221.The geoid height was determined by GEOID03.
 AC6221
 AC6221;                    North         East     Units Scale Factor Converg.
 AC6221;SPC MO E     -   289,865.400   174,600.606   MT  1.00000332   -0 32 13.2
 AC6221;UTM  15      - 4,256,146.429   642,799.664   MT  0.99985113   +1 01 03.0
 AC6221
 AC6221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6221!SPC MO E     -   0.99996822  x   1.00000332  =   0.99997154
 AC6221!UTM  15      -   0.99996822  x   0.99985113  =   0.99981936
 AC6221
 AC6221                          SUPERSEDED SURVEY CONTROL
 AC6221
 AC6221  NAD 83(1997)-  38 26 31.88299(N)    091 21 49.34777(W) AD(       ) 1
 AC6221  NAD 83(1986)-  38 26 31.89205(N)    091 21 49.34855(W) AD(       ) 1
 AC6221
 AC6221.Superseded values are not recommended for survey control.
 AC6221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6221.See file dsdata.txt to determine how the superseded data were derived.
 AC6221
 AC6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4280056146(NAD 83)
 AC6221_MARKER: DD = SURVEY DISK
 AC6221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6221_STAMPING: FR-74 1994
 AC6221_MARK LOGO: MODNR 
 AC6221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6221+STABILITY: SURFACE MOTION
 AC6221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6221+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6221
 AC6221  HISTORY     - Date     Condition        Report By
 AC6221  HISTORY     - 1994     MONUMENTED       MODNR
 AC6221  HISTORY     - 20060816 POOR             MODNR
 AC6221
 AC6221                          STATION DESCRIPTION
 AC6221
 AC6221'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6221'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6221'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF ROSEBUD, MO,
 AC6221'3 0.5 MI (0.8 KM) NORTHWEST OF GERALD MO AND LESS THAN 0.25 MI (0.40
 AC6221'KM) EAST OF GASCONADE COUNTY ON THE NORTH SIDE OF COUNTY LINE ROAD.
 AC6221'IT IS 39.0 FT (11.9 M) EAST OF A 60D NAIL NEAR THE CENTER LINE OF THE
 AC6221'PRIVATE ENTRANCE OF THE GRAF RESIDENCE (ENS CL7/235) , 1.8 FT (0.5 M)
 AC6221'SOUTH OF A CARSONITE WITNESS POST, 66.9 FT (20.4 M) NORTHWEST OF
 AC6221'TELEPHONE RISER BOX 1209/4A, 16.0 FT (4.9 M) NORTH OF A 60D NAIL NEAR
 AC6221'THE CENTER LINE ROAD AND 44.9 FT (13.7 M) ORTHEAST OF A METAL FENCE
 AC6221'POST. THE AZIMUTH MARK IS .25 MI (0.40 KM) EAST ON THE SOUTH SIDE OF
 AC6221'COUNTY LINE ROAD.  IT IS 600 FT (182.9 M) EAST OF PIN OAK CREEK, 17.9
 AC6221'FT (5.5 M) SOUTH OF A 60D NAIL NEAR THE CENTER LINE OF ROAD, 45.8 FT
 AC6221'(14.0 M) SOUTHWEST OF AN ALUMINUM NAIL IN A NOTCH IN THE BASE OF A 9
 AC6221'IN WALNUT, 4.5 FT (1.4 M) WEST OF A CARSONITE WITNESS POST, 4.3 FT
 AC6221'(1.3 M) WNW OF AN ALUMINUM NAIL IN A NOTCH IN THE BASE OF A 4 IN
 AC6221'CEDAR, 1.9 FT (0.6 M) NORTH OF THE RIGHT-OF-WAY FENCE AND 45.8 FT
 AC6221'(14.0 M) SSE OF A NAIL AND WASHER IN A FENCE POST. TO REACH THE
 AC6221'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 50 WITH COUNTY LINE
 AC6221'ROAD (ABOUT 1.9 MI (3.1 KM) EAST OF HWY.  50 AND ROUTES H AND Y IN
 AC6221'GERALD, MO) , GO NORTH ON COUNTY LINE ROAD FOR 3.4 MI (5.5 KM) TO A 90
 AC6221'CURVE TO RIGHT WHERE ROAD LEAVES GASCONADE COUNTY AND TURNS EAST INTO
 AC6221'FRANKLIN COUNTY.  CONTINUE EAST FOR 0.2 MI (0.3 KM) TO THE STATION ON
 AC6221'THE LEFT (NORTH) SIDE JUST BEYOND PRIVATE ENTRANCE AT TOP OF GRADE. TO
 AC6221'REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY LINE ROAD
 AC6221'FOR 0.25 MI (0.40 KM) TO MARK ON THE RIGHT (SOUTH) SIDE NEAR THE
 AC6221'NORTHEAST CORNER OF AN AGRICULTURAL FIELD AS DESCRIBED. DATE OF REPORT
 AC6221'12-18-1995
 AC6221
 AC6221                          STATION RECOVERY (2006)
 AC6221
 AC6221'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 AC6221'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6222 ***********************************************************************
 AC6222  DESIGNATION -  FR 75
 AC6222  PID         -  AC6222
 AC6222  STATE/COUNTY-  MO/FRANKLIN
 AC6222  USGS QUAD   -  GERALD (1980)
 AC6222
 AC6222                         *CURRENT SURVEY CONTROL
 AC6222  ___________________________________________________________________
 AC6222* NAD 83(1997)-  38 26 09.10185(N)    091 20 03.69722(W)     ADJUSTED  
 AC6222* NAVD 88     -       263.9    (meters)     866.     (feet)  GPS OBS   
 AC6222  ___________________________________________________________________
 AC6222  X           -    -116,496.806 (meters)                     COMP
 AC6222  Y           -  -5,001,324.083 (meters)                     COMP
 AC6222  Z           -   3,943,599.695 (meters)                     COMP
 AC6222  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AC6222  ELLIP HEIGHT-         232.80  (meters)          (02/17/00) GPS OBS
 AC6222  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AC6222
 AC6222  HORZ ORDER  -  FIRST
 AC6222  ELLP ORDER  -  FOURTH    CLASS I
 AC6222
 AC6222.The horizontal coordinates were established by GPS observations
 AC6222.and adjusted by the National Geodetic Survey in February 2000..
 AC6222
 AC6222.The orthometric height was determined by GPS observations and a
 AC6222.high-resolution geoid model.
 AC6222
 AC6222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6222
 AC6222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6222
 AC6222.The ellipsoidal height was determined by GPS observations
 AC6222.and is referenced to NAD 83.
 AC6222
 AC6222.The geoid height was determined by GEOID03.
 AC6222
 AC6222;                    North         East     Units Scale Factor Converg.
 AC6222;SPC MO E     -   289,139.630   177,156.208   MT  0.99999866   -0 31 07.3
 AC6222;UTM  15      - 4,255,490.345   645,373.640   MT  0.99986026   +1 02 08.2
 AC6222
 AC6222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6222!SPC MO E     -   0.99996347  x   0.99999866  =   0.99996213
 AC6222!UTM  15      -   0.99996347  x   0.99986026  =   0.99982374
 AC6222
 AC6222                          SUPERSEDED SURVEY CONTROL
 AC6222
 AC6222  NAD 83(1997)-  38 26 09.10989(N)    091 20 03.69844(W) AD(       ) 1
 AC6222  NAD 83(1986)-  38 26 09.11906(N)    091 20 03.69921(W) AD(       ) 1
 AC6222
 AC6222.Superseded values are not recommended for survey control.
 AC6222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6222.See file dsdata.txt to determine how the superseded data were derived.
 AC6222
 AC6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4537455490(NAD 83)
 AC6222_MARKER: DD = SURVEY DISK
 AC6222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6222_STAMPING: FR-75 1994
 AC6222_MARK LOGO: MODNR 
 AC6222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6222+STABILITY: SURFACE MOTION
 AC6222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6222+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6222
 AC6222  HISTORY     - Date     Condition        Report By
 AC6222  HISTORY     - 1994     MONUMENTED       MODNR
 AC6222
 AC6222                          STATION DESCRIPTION
 AC6222
 AC6222'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6222'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6222'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF GERALD, MO AND 1 3/4
 AC6222'MI EAST OF THE GASCONADE COUNTY LINE ON THE EAST RIGHT-OF-WAY OF ROUTE
 AC6222'Y.  IT IS 200 FT (61.0 M) SOUTH OF A DOUBLE PRIVATE ENTRANCE, 4.9 FT
 AC6222'(1.5 M) SOUTHWEST OF AND 15.1 FT (4.6 M) NNW OF NAILS AND WASHERS IN
 AC6222'FENCE POSTS, 7.5 FT (2.3 M) WEST OF A CARSONITE WITNESS POST AT THE
 AC6222'RIGHT-OF-WAY FENCE,AND 16.9 FT (5.2 M) NORTHEAST OF, 14.4 FT (4.4 M)
 AC6222'EAST OF, AND 18.6 FT (5.7 M) SOUTHEAST OF P.K. NAILS AND WASHERS 12 IN
 AC6222'FROM THE EDGE OF ROUTE Y PAVEMENT. THE AZIMUTH MARK IS 0.3 MI (0.5 KM)
 AC6222'SOUTH ON THE WEST RIGHT-OF-WAY OF ROUTE Y IN THE SOUTHWEST ANGLE OF A
 AC6222'PRIVATE ENTRANCE (ENS LOCATION Y7/077) AND JUST SOUTH OF THE SOUTHERLY
 AC6222'OF 3 HIGH VOLTAGE POWER TRANSMISSION LINES CROSSING ROUTE Y.  IT IS
 AC6222'26.6 FT (8.1 M) WEST OF A P.K.  NAIL AND WASHER 12 IN FROM EDGE OF
 AC6222'PAVEMENT, 33.8 FT (10.3 M) NNW OF TELEPHONE RISER BOX 1200/13E, 7.7 FT
 AC6222'(2.3 M) NORTHEAST OF A CARSONITE WITNESS POST AT A UTILITY POLE, 8.0
 AC6222'FT (2.4 M) NORTHEAST OF A NAIL AND WASHER ON THE SAME UTILITY POLE,
 AC6222'AND 68.9 FT (21.0 M) SSE OF A NAIL AND WASHER IN A POLE FOR THE POWER
 AC6222'TRANSMISSION LINE. TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF
 AC6222'ROUTE H (SOUTH) AND ROUTE Y (NORTH) WITH U.S.  HIGHWAY 50 IN GERALD,
 AC6222'MO, GO NORTH ON ROUTE Y FOR 2.1 MI (3.4 KM) TO THE MARK ON THE LEFT
 AC6222'(WEST) RIGHT-OF-WAY IN THE SOUTHWEST ANGLE OF A PRIVATE ENTRANCE JUST
 AC6222'BEFORE THE OVERHEAD CROSSINGS OF 3 HIGH VOLTAGE TRANSMISSION LINES AS
 AC6222'DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE NORTH
 AC6222'ON ROUTE Y FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT (EAST) AS
 AC6222'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6223 ***********************************************************************
 AC6223  DESIGNATION -  FR 76
 AC6223  PID         -  AC6223
 AC6223  STATE/COUNTY-  MO/FRANKLIN
 AC6223  USGS QUAD   -  GERALD (1980)
 AC6223
 AC6223                         *CURRENT SURVEY CONTROL
 AC6223  ___________________________________________________________________
 AC6223* NAD 83(1997)-  38 24 44.52703(N)    091 18 31.34292(W)     ADJUSTED  
 AC6223* NAVD 88     -       263.7    (meters)     865.     (feet)  GPS OBS   
 AC6223  ___________________________________________________________________
 AC6223  X           -    -114,294.485 (meters)                     COMP
 AC6223  Y           -  -5,002,996.025 (meters)                     COMP
 AC6223  Z           -   3,941,556.513 (meters)                     COMP
 AC6223  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AC6223  ELLIP HEIGHT-         232.72  (meters)          (02/17/00) GPS OBS
 AC6223  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AC6223
 AC6223  HORZ ORDER  -  FIRST
 AC6223  ELLP ORDER  -  FOURTH    CLASS I
 AC6223
 AC6223.The horizontal coordinates were established by GPS observations
 AC6223.and adjusted by the National Geodetic Survey in February 2000..
 AC6223
 AC6223.The orthometric height was determined by GPS observations and a
 AC6223.high-resolution geoid model.
 AC6223
 AC6223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6223
 AC6223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6223
 AC6223.The ellipsoidal height was determined by GPS observations
 AC6223.and is referenced to NAD 83.
 AC6223
 AC6223.The geoid height was determined by GEOID03.
 AC6223
 AC6223;                    North         East     Units Scale Factor Converg.
 AC6223;SPC MO E     -   286,511.949   179,373.086   MT  0.99999474   -0 30 08.9
 AC6223;UTM  15      - 4,252,924.086   647,660.655   MT  0.99986852   +1 03 03.7
 AC6223
 AC6223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6223!SPC MO E     -   0.99996349  x   0.99999474  =   0.99995823
 AC6223!UTM  15      -   0.99996349  x   0.99986852  =   0.99983201
 AC6223
 AC6223                          SUPERSEDED SURVEY CONTROL
 AC6223
 AC6223  NAD 83(1997)-  38 24 44.53481(N)    091 18 31.34407(W) AD(       ) 1
 AC6223  NAD 83(1986)-  38 24 44.54392(N)    091 18 31.34474(W) AD(       ) 1
 AC6223
 AC6223.Superseded values are not recommended for survey control.
 AC6223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6223.See file dsdata.txt to determine how the superseded data were derived.
 AC6223
 AC6223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4766152924(NAD 83)
 AC6223_MARKER: DD = SURVEY DISK
 AC6223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6223_STAMPING: FR-76 1994
 AC6223_MARK LOGO: MODNR 
 AC6223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6223+STABILITY: SURFACE MOTION
 AC6223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6223+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6223
 AC6223  HISTORY     - Date     Condition        Report By
 AC6223  HISTORY     - 1994     MONUMENTED       MODNR
 AC6223
 AC6223                          STATION DESCRIPTION
 AC6223
 AC6223'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6223'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6223'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHEAST OF GERALD, MO ON
 AC6223'THE SOUTHEAST RIGHT-OF-WAY OF U.S.  HIGHWAY 50 ABOUT .25 MI (0.40 KM)
 AC6223'EAST OF THE POINT WHERE OLD U.S.  HWY.  50 TURNED NORTHERLY.  IT IS
 AC6223'APPROXIMATELY 31 FT (9.4 M) RIGHT OF CENTER LINE AT HIGHWAY STATION
 AC6223'19100.  IT IS 17.3 FT (5.3 M) SOUTHEAST, 10.1 FT (3.1 M) SSE, AND 16.6
 AC6223'FT (5.1 M) SSW FROM P.K.  NAIL AND WASHERS 12 IN FROM THE EDGE OF THE
 AC6223'ASPHALT SHOULD AND 3 FT (0.9 M) NNW OF A CARSONITE WITNESS POST. THE
 AC6223'AZIMUTH MARK IS .25 MI (0.40 KM) NORTHEAST ON THE SOUTHEAST
 AC6223'RIGHT-OF-WAY ABOUT 31 FT (9.4 M) RIGHT OF HWY.  50 STATION 204+25. IT
 AC6223'IS 16.2 FT (4.9 M) ESE, 9.7 FT (3.0 M) SSE, AND 16.2 FT (4.9 M)
 AC6223'SOUTHWEST FROM P.K.  NAILS AND WASHERS 12 IN FROM THE EDGE OF THE
 AC6223'ASPHALT SHOULDER AND 3.0 FT (0.9 M) NNW OF A CARSONITE WITNESS POST.
 AC6223'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES Y (NORTH) AND H
 AC6223'(SOUTH) WITH U.S.  HIGHWAY 50 IN GERALD, MO, GO NORTHEAST ON U.S. HWY.
 AC6223'50 FOR 1.35 MI (2.17 KM) TO THE STATION ON THE RIGHT (SOUTHEAST)
 AC6223'RIGHT-OF-WAY AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC6223'CONTINUE NORTHEASTERLY ON U.S.  HWY.  50 FOR 0.25 MI (0.40 KM) TO THE
 AC6223'MARK ON THE RIGHT (SOUTHEAST) SIDE AS DESCRIBED. DATE OF REPORT
 AC6223'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6224 ***********************************************************************
 AC6224  DESIGNATION -  FR 77
 AC6224  PID         -  AC6224
 AC6224  STATE/COUNTY-  MO/FRANKLIN
 AC6224  USGS QUAD   -  GERALD (1980)
 AC6224
 AC6224                         *CURRENT SURVEY CONTROL
 AC6224  ___________________________________________________________________
 AC6224* NAD 83(1997)-  38 22 38.06647(N)    091 18 48.81662(W)     ADJUSTED  
 AC6224* NAVD 88     -       280.1    (meters)     919.     (feet)  GPS OBS   
 AC6224  ___________________________________________________________________
 AC6224  X           -    -114,774.128 (meters)                     COMP
 AC6224  Y           -  -5,005,420.474 (meters)                     COMP
 AC6224  Z           -   3,938,510.520 (meters)                     COMP
 AC6224  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AC6224  ELLIP HEIGHT-         249.19  (meters)          (02/17/00) GPS OBS
 AC6224  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AC6224
 AC6224  HORZ ORDER  -  FIRST
 AC6224  ELLP ORDER  -  FOURTH    CLASS I
 AC6224
 AC6224.The horizontal coordinates were established by GPS observations
 AC6224.and adjusted by the National Geodetic Survey in February 2000..
 AC6224
 AC6224.The orthometric height was determined by GPS observations and a
 AC6224.high-resolution geoid model.
 AC6224
 AC6224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6224
 AC6224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6224
 AC6224.The ellipsoidal height was determined by GPS observations
 AC6224.and is referenced to NAD 83.
 AC6224
 AC6224.The geoid height was determined by GEOID03.
 AC6224
 AC6224;                    North         East     Units Scale Factor Converg.
 AC6224;SPC MO E     -   282,616.507   178,914.792   MT  0.99999554   -0 30 18.4
 AC6224;UTM  15      - 4,249,018.153   647,308.141   MT  0.99986724   +1 02 49.9
 AC6224
 AC6224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6224!SPC MO E     -   0.99996090  x   0.99999554  =   0.99995644
 AC6224!UTM  15      -   0.99996090  x   0.99986724  =   0.99982815
 AC6224
 AC6224                          SUPERSEDED SURVEY CONTROL
 AC6224
 AC6224  NAD 83(1997)-  38 22 38.07434(N)    091 18 48.81774(W) AD(       ) 1
 AC6224  NAD 83(1986)-  38 22 38.08275(N)    091 18 48.81871(W) AD(       ) 1
 AC6224
 AC6224.Superseded values are not recommended for survey control.
 AC6224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6224.See file dsdata.txt to determine how the superseded data were derived.
 AC6224
 AC6224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4730849018(NAD 83)
 AC6224_MARKER: DD = SURVEY DISK
 AC6224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6224_STAMPING: FR-77 1994
 AC6224_MARK LOGO: MODNR 
 AC6224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6224+STABILITY: SURFACE MOTION
 AC6224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6224+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6224
 AC6224  HISTORY     - Date     Condition        Report By
 AC6224  HISTORY     - 1994     MONUMENTED       MODNR
 AC6224
 AC6224                          STATION DESCRIPTION
 AC6224
 AC6224'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6224'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6224'THE STATION IS ABOUT 2 MI (3.2 KM) SSE OF GERALD, MO ON THE SOUTHWEST
 AC6224'SIDE OF ANTIOCH ROAD ABOUT 175 FT (53.3 M) EAST OF ITS INTERSECTION
 AC6224'WITH MOORE ROAD (NORTH) AND ROUTE H (NORTHWEST AND SOUTH) .  IT IS
 AC6224'20.2 FT (6.2 M) SOUTHWEST OF A 60D NAIL NEAR THE CENTER LINE OF THE
 AC6224'ROAD, 30.0 FT (9.1 M) NORTHWEST OF AN ALUMINUM NAIL IN A 7 IN
 AC6224'SASSAFRAS, 4.5 FT (1.4 M) NORTHEAST OF A CARSONITE WITNESS POST AT THE
 AC6224'FENCE AND 32.2 FT (9.8 M) SOUTHEAST OF A NAIL AND WASHER IN A RAILROAD
 AC6224'TIE CORNER FENCE POST. THE AZIMUTH MARK IS 0.3 MI (0.5 KM) NORTHWEST
 AC6224'ON THE NORTHEAST RIGHT-OF-WAY OF ROUTE H ABOUT 115 FT (35.1 M)
 AC6224'SOUTHEAST OF A FIELD ENTRANCE.  IT IS 3.3 FT (1.0 M) NORTHWEST OF A
 AC6224'CARSONITE WITNESS POST, 15.4 FT (4.7 M) NORTHEAST OF A P.K.  NAIL AND
 AC6224'WASHER 18 IN FROM THE EDGE OF PAVEMENT, 21.1 FT (6.4 M) EAST OF A P.K.
 AC6224'NAIL AND WASHER 18 IN FROM THE EDGE OF PAVEMENT, 60.5 FT (18.4 M)
 AC6224'SOUTHEAST OF TELEPHONE RISER BOX 500/7D AND 49 FT (14.9 M) SOUTHEAST
 AC6224'OF THE CENTER OF A 36 IN BLACK OAK. TO REACH THE AZIMUTH MARK FORM THE
 AC6224'INTERSECTION OF U.S.  HIGHWAY 50 WITH ROUTE Y (NORTH) AND ROUTE H
 AC6224'(SOUTH) IN GERALD, MO, GO SOUTH ON ROUTE H FOR 1.85 MI (2.98 KM) TO
 AC6224'THE AZIMUTH MARK ON THE LEFT (NORTHEAST) RIGHT-OF-WAY AS DESCRIBED. TO
 AC6224'REACH THE STATION FROM THE AZIMUTH MARK CONTINUE SOUTHERLY ON ROUTE H
 AC6224'FOR .25 MI (0.40 KM) TO A JUNCTION WITH ANTIOCH ROAD (SOUTHEAST) AND
 AC6224'MOORE ROAD (NORTH) .  TURN LEFT AND GO SOUTHEAST ON ANTIOCH ROAD FOR
 AC6224'0.03 MI (0.05 KM) TO THE STATION ON THE RIGHT (SOUTHWEST) SIDE AS
 AC6224'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6225 ***********************************************************************
 AC6225  DESIGNATION -  FR 78
 AC6225  PID         -  AC6225
 AC6225  STATE/COUNTY-  MO/FRANKLIN
 AC6225  USGS QUAD   -  SPRING BLUFF (1980)
 AC6225
 AC6225                         *CURRENT SURVEY CONTROL
 AC6225  ___________________________________________________________________
 AC6225* NAD 83(1997)-  38 15 07.06183(N)    091 12 19.86124(W)     ADJUSTED  
 AC6225* NAVD 88     -       271.7    (meters)     891.     (feet)  GPS OBS   
 AC6225  ___________________________________________________________________
 AC6225  X           -    -105,516.426 (meters)                     COMP
 AC6225  Y           -  -5,014,241.746 (meters)                     COMP
 AC6225  Z           -   3,927,594.011 (meters)                     COMP
 AC6225  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 AC6225  ELLIP HEIGHT-         241.18  (meters)          (02/17/00) GPS OBS
 AC6225  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AC6225
 AC6225  HORZ ORDER  -  FIRST
 AC6225  ELLP ORDER  -  FOURTH    CLASS I
 AC6225
 AC6225.The horizontal coordinates were established by GPS observations
 AC6225.and adjusted by the National Geodetic Survey in February 2000..
 AC6225
 AC6225.The orthometric height was determined by GPS observations and a
 AC6225.high-resolution geoid model.
 AC6225
 AC6225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6225
 AC6225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6225
 AC6225.The ellipsoidal height was determined by GPS observations
 AC6225.and is referenced to NAD 83.
 AC6225
 AC6225.The geoid height was determined by GEOID03.
 AC6225
 AC6225;                    North         East     Units Scale Factor Converg.
 AC6225;SPC MO E     -   268,633.206   188,249.071   MT  0.99998028   -0 26 12.5
 AC6225;UTM  15      - 4,235,293.889   657,016.289   MT  0.99990364   +1 06 40.4
 AC6225
 AC6225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6225!SPC MO E     -   0.99996216  x   0.99998028  =   0.99994244
 AC6225!UTM  15      -   0.99996216  x   0.99990364  =   0.99986580
 AC6225
 AC6225                          SUPERSEDED SURVEY CONTROL
 AC6225
 AC6225  NAD 83(1997)-  38 15 07.06571(N)    091 12 19.86172(W) AD(       ) 1
 AC6225  NAD 83(1986)-  38 15 07.07646(N)    091 12 19.86188(W) AD(       ) 1
 AC6225
 AC6225.Superseded values are not recommended for survey control.
 AC6225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6225.See file dsdata.txt to determine how the superseded data were derived.
 AC6225
 AC6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5701635294(NAD 83)
 AC6225_MARKER: DD = SURVEY DISK
 AC6225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6225_STAMPING: FR-78 1994
 AC6225_MARK LOGO: MODNR 
 AC6225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6225+STABILITY: SURFACE MOTION
 AC6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6225+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6225
 AC6225  HISTORY     - Date     Condition        Report By
 AC6225  HISTORY     - 1994     MONUMENTED       MODNR
 AC6225
 AC6225                          STATION DESCRIPTION
 AC6225
 AC6225'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6225'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6225'THE STATION IS ABOUT 3.5 MI (5.6 KM) NORTHWEST OF SULLIVAN, MO ON THE
 AC6225'NORTH SIDE OF SPRING BLUFF ROAD.  IT IS 7.4 FT (2.3 M) EAST AND 8.7 FT
 AC6225'(2.7 M) SOUTHEAST OF METAL FENCE POSTS, 4.4 FT (1.3 M) SSE OF A
 AC6225'CARSONITE WITNESS POST AT THE FENCE, 50.5 FT (15.4 M) NNW OF A NAIL
 AC6225'AND WASHER IN A BRACED CORNER FENCE POST ON THE SOUTH SIDE OF THE ROAD
 AC6225'AND 13.2 FT (4.0 M) NNE AND 20.1 FT (6.1 M) NORTHEAST OF P.K. NAILS
 AC6225'AND WASHERS 12 IN FROM THE EDGE OF PAVEMENT. THE AZIMUTH MARK IS ABOUT
 AC6225'1/3 MI NORTHEAST ON THE EAST SIDE OF CLONTS ROAD ABOUT 0.05 MI (0.08
 AC6225'KM) NORTH OF ITS INTERSECTION WITH SPRING BLUFF ROAD.  IT IS 4.2 FT
 AC6225'(1.3 M) SSW AND 9.8 FT (3.0 M) NNW OF NAILS AND WASHERS IN FENCE
 AC6225'POSTS, 1.2 FT (0.4 M) WEST OF A CARSONITE WITNESS POST AT THE FENCE,
 AC6225'20.0 FT (6.1 M) EAST OF A 60D NAIL NEAR THE CENTER LINE OF CLONTS ROAD
 AC6225'AND 41.9 FT (12.8 M) EAST OF AN ALUMINUM NAIL AND WASHER IN A 13 IN
 AC6225'CEDAR ON THE WEST SIDE OF THE ROAD. TO REACH THE STATION FORM THE STOP
 AC6225'SIGN AT THE NORTHWEST END OF I-44 EXIT 225 IN SULLIVAN, MO, GO WEST ON
 AC6225'MO HIGHWAY 185 FOR 2.35 MI (3.78 KM) TO A STOP SIGN INTERSECTION WITH
 AC6225'ROUTE H AND ERHARDT ROAD. TURN RIGHT AND CONTINUE NORTH ON HWY.  185
 AC6225'FOR 2.3 MI (3.7 KM) TO SPRING BLUFF ROAD ON THE RIGHT.  TURN RIGHT AND
 AC6225'GO EASTERLY ON SPRING BLUFF FOR .25 MI (0.40 KM) TO THE STATION ON THE
 AC6225'LEFT AS DESCRIBED. TO REACH THE AZIMUTH MARK FORM THE STATION,
 AC6225'CONTINUE EASTERLY ON SPRING BLUFF ROAD FOR 0.03 MI (0.05 KM) TO CLONTS
 AC6225'ROAD ON THE LEFT TURN LEFT AND GO NORTH ON CLONTS ROAD FOR 0.05 MI
 AC6225'(0.08 KM) TO THE STATION ON THE RIGHT (EAST) SIDE OPPOSITE A PROMINENT
 AC6225'CEDAR TREE ON THE LEFT AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6226 ***********************************************************************
 AC6226  CBN         -  This is a Cooperative Base Network Control Station.
 AC6226  DESIGNATION -  FR 79
 AC6226  PID         -  AC6226
 AC6226  STATE/COUNTY-  MO/FRANKLIN
 AC6226  USGS QUAD   -  SULLIVAN (1980)
 AC6226
 AC6226                         *CURRENT SURVEY CONTROL
 AC6226  ___________________________________________________________________
 AC6226* NAD 83(1997)-  38 13 40.77810(N)    091 10 12.73665(W)     ADJUSTED  
 AC6226* NAVD 88     -       281.17   (meters)     922.5    (feet)  LEVELING  
 AC6226  ___________________________________________________________________
 AC6226  X           -    -102,459.825 (meters)                     COMP
 AC6226  Y           -  -5,015,959.718 (meters)                     COMP
 AC6226  Z           -   3,925,510.246 (meters)                     COMP
 AC6226  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AC6226  ELLIP HEIGHT-         250.70  (meters)          (03/31/98) GPS OBS
 AC6226  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AC6226
 AC6226  HORZ ORDER  -  B
 AC6226  VERT ORDER  -  THIRD ?
 AC6226  ELLP ORDER  -  THIRD     CLASS I
 AC6226
 AC6226.This mark is at Sullivan Regional Airport (UUV)
 AC6226
 AC6226.The horizontal coordinates were established by GPS observations
 AC6226.and adjusted by the National Geodetic Survey in March 1998..
 AC6226
 AC6226.The orthometric height was determined by differential leveling.
 AC6226.The vertical network tie was performed by a horz. field party for horz.
 AC6226.obs reductions. Reset procedures were used to establish the elevation.
 AC6226
 AC6226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6226
 AC6226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6226
 AC6226.The ellipsoidal height was determined by GPS observations
 AC6226.and is referenced to NAD 83.
 AC6226
 AC6226.The geoid height was determined by GEOID03.
 AC6226
 AC6226;                    North         East     Units Scale Factor Converg.
 AC6226;SPC MO E     -   265,949.926   191,320.587   MT  0.99997572   -0 24 53.0
 AC6226;UTM  15      - 4,232,694.722   660,158.941   MT  0.99991591   +1 07 57.0
 AC6226
 AC6226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6226!SPC MO E     -   0.99996066  x   0.99997572  =   0.99993639
 AC6226!UTM  15      -   0.99996066  x   0.99991591  =   0.99987658
 AC6226
 AC6226                          SUPERSEDED SURVEY CONTROL
 AC6226
 AC6226  NAD 83(1986)-  38 13 40.79268(N)    091 10 12.73631(W) AD(       ) 1
 AC6226
 AC6226.Superseded values are not recommended for survey control.
 AC6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6226.See file dsdata.txt to determine how the superseded data were derived.
 AC6226
 AC6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6015932695(NAD 83)
 AC6226_MARKER: DD = SURVEY DISK
 AC6226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6226_STAMPING: FR-79 1994
 AC6226_MARK LOGO: MODNR 
 AC6226_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6226+STABILITY: SURFACE MOTION
 AC6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6226+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2005
 AC6226
 AC6226  HISTORY     - Date     Condition        Report By
 AC6226  HISTORY     - 1994     MONUMENTED       MODNR
 AC6226  HISTORY     - 19970224 GOOD             NGS
 AC6226  HISTORY     - 20050316 GOOD             MODNR
 AC6226
 AC6226                          STATION DESCRIPTION
 AC6226
 AC6226'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6226'THE STATION AND AZIMUTH MARK ARE DNR ALUMINUM G.R.S.  DISKS STAMPED
 AC6226'FOR IDENTIFICATION AND ARE SET IN 12 INCH DIAMETER CONCRETE POST FLUSH
 AC6226'WITH THE GROUND SURFACE. THE STATION IS 50.2 FT (15.3 M) NORTHEAST OF
 AC6226'THE NORTHWEST END OF CONCRETE CURB OF MISSOURI ROUTE AF, 30.8 FT (9.4
 AC6226'M) NORTHEAST OF THE CENTER LINE OF MISSOURI ROUTE AF, 3.1 FT (0.9 M)
 AC6226'SSE OF A CARSONITE WITNESS POST AT FENCE, 2.5 FT (0.8 M) SSE OF THE
 AC6226'END OF A PIPE FENCE POST, 115.3 FT (35.1 M) WEST OF THE MOST SOUTHERLY
 AC6226'CORNER OF A TRIANGLE SHAPED CHAIN LINK FENCE ENCLOSURE FOR A WEATHER
 AC6226'STATION, 76.8 FT (23.4 M) NORTHWEST OF A LAMP POLE BASE, AND 96 FT
 AC6226'(29.3 M) NNW OF THE CENTER LINE OF AIRPORT RD. THE AZIMUTH MARK IS 6.1
 AC6226'FT (1.9 M) NORTHEAST OF A NAIL AND SHINER IN A POWER POLE, 48.3 FT
 AC6226'(14.7 M) SSE OF A CABLE RISER BOX, 34.0 FT (10.4 M) SOUTHWEST OF THE
 AC6226'CENTER LINE OF MISSOURI ROUTE AF, 6.3 FT (1.9 M) NORTHWEST OF A CABLE
 AC6226'WARNING SIGN POST, AND 101 FT (30.8 M) NNW OF THE CENTER LINE OF THE
 AC6226'DRIVEWAY TO THE SEVENTH DAY ADVENTIST CHURCH. TO REACH THE STATION
 AC6226'FROM THE INTERSECTION OF HIGHWAY 185 AND AF ON THE NORTH SERVICE ROAD
 AC6226'BETWEEN I-44 EXITS NO.  225 AND 226, GO NORTH ON AF FOR 0.3 MI (0.5
 AC6226'KM) TO THE AZIMUTH MARK ON THE LEFT JUST NORTH OF THE ENTRANCE TO THE
 AC6226'SEVENTH DAY ADVENTIST CHURCH.  CONTINUE NORTH ON HIGHWAY AF FOR 0.42
 AC6226'MI (0.68 KM) TO AIRPORT ROAD ON THE RIGHT AND THE STATION. DATE OF
 AC6226'REPORT 12-18-1995
 AC6226
 AC6226                          STATION RECOVERY (1997)
 AC6226
 AC6226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AC6226'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) NORTHWEST OF INTERSTATE
 AC6226'HIGHWAY 44, BETWEEN EXITS 225 AND 226, ALONG THE NORTHEAST SIDE OF
 AC6226'COUNTY ROAD AF, AT THE ENTRANCE TO THE SULLIVAN REGIONAL AIRPORT, ON
 AC6226'THE NORTHWEST SIDE OF THE ENTRANCE ROAD, AT THE SOUTH-SOUTHEAST END OF
 AC6226'A CHAIN-LINK FENCE.  OWNERSHIP--STATE OF MISSOURI.  TO REACH THE
 AC6226'STATION FROM THE JUNCTION OF HIGHWAY 185 AND AF ON THE NORTH SERVICE
 AC6226'ROAD BETWEEN INTERSTATE HIGHWAY 44 EXITS 225 AND 226, GO NORTH, 1.15
 AC6226'KM (0.70 MI) ALONG COUNTY ROAD AF TO THE STATION ON THE RIGHT, JUST
 AC6226'PAST THE AIRPORT ENTRANCE ROAD.  THE STATION IS AN ALUMINUM DNR
 AC6226'GEOGRAPHIC REFERENCE SYSTEM SURVEY MARKER SET IN THE TOP OF A ROUND
 AC6226'CONCRETE MONUMENT.  IT IS, 35.1 M (115.2 FT) WEST OF THE MOST
 AC6226'SOUTHERLY CORNER OF A TRIANGLE SHAPED CHAIN-LINK FENCE ENCLOSURE FOR A
 AC6226'WEATHER STATION, 29.2 M (95.8 FT) NORTH-NORTHWEST OF THE AIRPORT ROAD
 AC6226'CENTERLINE, 23.4 M (76.8 FT) NORTHWEST OF A LAMP POLE BASE, 15.3 M
 AC6226'(50.2 FT) NORTHEAST OF THE NORTHWEST END OF A CONCRETE CURB ON COUNTY
 AC6226'ROUTE AF, 9.4 M (30.8 FT) NORTHEAST OF THE ROAD AF CENTERLINE, 0.9 M
 AC6226'(3.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST AT THE FENCE, 0.7 M (2.3
 AC6226'FT) SOUTH-SOUTHEAST OF THE FENCES SOUTH-SOUTHEAST END, AND THE
 AC6226'MONUMENT IS ABOUT 0.4 M (1.3 FT) BELOW THE AF ROAD LEVEL AND FLUSH
 AC6226'WITH THE GROUND SURFACE.  BY R.G.  HAYES.
 AC6226
 AC6226                          STATION RECOVERY (2005)
 AC6226
 AC6226'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (MJC)
 AC6226'RECOVERED AS DESCRIBED. DESCRIPTION AND TO REACH ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6227 ***********************************************************************
 AC6227  DESIGNATION -  FR 80
 AC6227  PID         -  AC6227
 AC6227  STATE/COUNTY-  MO/FRANKLIN
 AC6227  USGS QUAD   -  SULLIVAN (1980)
 AC6227
 AC6227                         *CURRENT SURVEY CONTROL
 AC6227  ___________________________________________________________________
 AC6227* NAD 83(1997)-  38 12 36.31740(N)    091 10 54.05320(W)     ADJUSTED  
 AC6227* NAVD 88     -       285.10   (meters)     935.4    (feet)  LEVELING  
 AC6227  ___________________________________________________________________
 AC6227  X           -    -103,489.985 (meters)                     COMP
 AC6227  Y           -  -5,017,171.628 (meters)                     COMP
 AC6227  Z           -   3,923,951.113 (meters)                     COMP
 AC6227  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 AC6227  ELLIP HEIGHT-         254.66  (meters)          (02/17/00) GPS OBS
 AC6227  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AC6227
 AC6227  HORZ ORDER  -  FIRST
 AC6227  VERT ORDER  -  THIRD ?
 AC6227  ELLP ORDER  -  FOURTH    CLASS I
 AC6227
 AC6227.The horizontal coordinates were established by GPS observations
 AC6227.and adjusted by the National Geodetic Survey in February 2000..
 AC6227
 AC6227.The orthometric height was determined by differential leveling.
 AC6227.The vertical network tie was performed by a horz. field party for horz.
 AC6227.obs reductions. Reset procedures were used to establish the elevation.
 AC6227
 AC6227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6227
 AC6227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6227
 AC6227.The ellipsoidal height was determined by GPS observations
 AC6227.and is referenced to NAD 83.
 AC6227
 AC6227.The geoid height was determined by GEOID03.
 AC6227
 AC6227;                    North         East     Units Scale Factor Converg.
 AC6227;SPC MO E     -   263,969.812   190,301.100   MT  0.99997721   -0 25 18.0
 AC6227;UTM  15      - 4,230,687.933   659,193.340   MT  0.99991212   +1 07 29.8
 AC6227
 AC6227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6227!SPC MO E     -   0.99996004  x   0.99997721  =   0.99993725
 AC6227!UTM  15      -   0.99996004  x   0.99991212  =   0.99987217
 AC6227
 AC6227                          SUPERSEDED SURVEY CONTROL
 AC6227
 AC6227  NAD 83(1997)-  38 12 36.31878(N)    091 10 54.05330(W) AD(       ) 1
 AC6227  NAD 83(1986)-  38 12 36.33179(N)    091 10 54.05302(W) AD(       ) 1
 AC6227
 AC6227.Superseded values are not recommended for survey control.
 AC6227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6227.See file dsdata.txt to determine how the superseded data were derived.
 AC6227
 AC6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5919330688(NAD 83)
 AC6227_MARKER: DD = SURVEY DISK
 AC6227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6227_STAMPING: FR-80 1995
 AC6227_MARK LOGO: MODNR 
 AC6227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6227+STABILITY: SURFACE MOTION
 AC6227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6227+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6227
 AC6227  HISTORY     - Date     Condition        Report By
 AC6227  HISTORY     - 1995     MONUMENTED       MODNR
 AC6227
 AC6227                          STATION DESCRIPTION
 AC6227
 AC6227'DESCRIBED BY MO DEPT OF NAT RES 1995
 AC6227'THE STATION AND AZIMUTH MARK ARE DNR ALUMINUM GRS DISKS SET IN A 12
 AC6227'INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE. THE STATION
 AC6227'IS LOCATED IN THE SW 1/4 OF SECTION 8, T40N, R2W IN THE EAST
 AC6227'RIGHT-OF-WAY OF NORTH AND SOUTH ROAD IN THE WEST PART OF SULLIVAN.
 AC6227'THE STATION IS 19.5 FT (5.9 M) EAST OF THE STREET CENTER LINE, 227 FT
 AC6227'(69.2 M) NORTH OF THE MISSOURI ROUTE 185 CENTER LINE, 26.2 FT (8.0 M)
 AC6227'NORTH OF A NAIL AND SHINER IN A UTILITY BRACE POLE, 37.7 FT (11.5 M)
 AC6227'NORTHEAST OF A FIRE HYDRANT, 38.4 FT (11.7 M) EAST OF A NAIL AND
 AC6227'SHINER IN A UTILITY POLE, AND 3.1 FT (0.9 M) NORTH OF A CARSONITE SIGN
 AC6227'POST. THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MI (0.5 KM) NORTH OF THE
 AC6227'STATION IN THE WEST RIGHT-OF-WAY OF NORTH AND SOUTH ROAD.  THE MARK IS
 AC6227'20.2 FT (6.2 M) EAST OF THE STREET CENTER LINE, 319.5 FT (97.4 M)
 AC6227'NORTH OF THE INTERSECTION OF NORTH AND SOUTH ROAD AND LOUISIANA
 AC6227'STREET, 34.5 FT (10.5 M) SOUTH OF THE PROJECTED DRIVEWAY CENTER LINE
 AC6227'ON THE EAST SIDE OF THE STREET, 46.9 FT (14.3 M) SOUTH OF A NAIL AND
 AC6227'SHINER IN A UTILITY POLE, AND 2.2 FT (0.7 M) EAST OF A CARSONITE SIGN
 AC6227'POST IN THE RIGHT-OF-WAY FENCE. TO REACH THE STATION FROM EXIT NO.
 AC6227'225 OF INTERSTATE 44 AND MISSOURI ROUTE 185, GO NORTH ON ROUTE 185 FOR
 AC6227'0.05 MI (0.08 KM) TO NORTH AND SOUTH ROAD ON THE RIGHT, TURN RIGHT AND
 AC6227'GO NORTH 227 FT (69.2 M) TO THE STATION ON THE RIGHT. TO REACH THE
 AC6227'AZIMUTH MARK FROM THE STATION, GO NORTH ON NORTH AND SOUTH ROAD FOR
 AC6227'0.3 MI (0.5 KM) TO CREST OF HILL AND THE MARK ON THE LEFT DATE OF
 AC6227'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6228 ***********************************************************************
 AC6228  DESIGNATION -  FR 81
 AC6228  PID         -  AC6228
 AC6228  STATE/COUNTY-  MO/FRANKLIN
 AC6228  USGS QUAD   -  SULLIVAN (1980)
 AC6228
 AC6228                         *CURRENT SURVEY CONTROL
 AC6228  ___________________________________________________________________
 AC6228* NAD 83(1997)-  38 13 09.34754(N)    091 08 15.55002(W)     ADJUSTED  
 AC6228* NAVD 88     -       285.86   (meters)     937.9    (feet)  LEVELING  
 AC6228  ___________________________________________________________________
 AC6228  X           -     -99,622.037 (meters)                     COMP
 AC6228  Y           -  -5,016,620.356 (meters)                     COMP
 AC6228  Z           -   3,924,751.798 (meters)                     COMP
 AC6228  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AC6228  ELLIP HEIGHT-         255.42  (meters)          (02/17/00) GPS OBS
 AC6228  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AC6228
 AC6228  HORZ ORDER  -  FIRST
 AC6228  VERT ORDER  -  THIRD ?
 AC6228  ELLP ORDER  -  FOURTH    CLASS I
 AC6228
 AC6228.The horizontal coordinates were established by GPS observations
 AC6228.and adjusted by the National Geodetic Survey in February 2000..
 AC6228
 AC6228.The orthometric height was determined by differential leveling.
 AC6228.The vertical network tie was performed by a horz. field party for horz.
 AC6228.obs reductions. Reset procedures were used to establish the elevation.
 AC6228
 AC6228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6228
 AC6228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6228
 AC6228.The ellipsoidal height was determined by GPS observations
 AC6228.and is referenced to NAD 83.
 AC6228
 AC6228.The geoid height was determined by GEOID03.
 AC6228
 AC6228;                    North         East     Units Scale Factor Converg.
 AC6228;SPC MO E     -   264,960.732   194,164.002   MT  0.99997172   -0 23 40.2
 AC6228;UTM  15      - 4,231,782.704   663,027.876   MT  0.99992733   +1 09 08.8
 AC6228
 AC6228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6228!SPC MO E     -   0.99995992  x   0.99997172  =   0.99993164
 AC6228!UTM  15      -   0.99995992  x   0.99992733  =   0.99988726
 AC6228
 AC6228                          SUPERSEDED SURVEY CONTROL
 AC6228
 AC6228  NAD 83(1997)-  38 13 09.34942(N)    091 08 15.55010(W) AD(       ) 1
 AC6228  NAD 83(1986)-  38 13 09.36227(N)    091 08 15.54954(W) AD(       ) 1
 AC6228
 AC6228.Superseded values are not recommended for survey control.
 AC6228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6228.See file dsdata.txt to determine how the superseded data were derived.
 AC6228
 AC6228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6302831783(NAD 83)
 AC6228_MARKER: DD = SURVEY DISK
 AC6228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6228_STAMPING: FR-81 1995
 AC6228_MARK LOGO: MODNR 
 AC6228_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6228+STABILITY: SURFACE MOTION
 AC6228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6228+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 AC6228
 AC6228  HISTORY     - Date     Condition        Report By
 AC6228  HISTORY     - 1995     MONUMENTED       MODNR
 AC6228  HISTORY     - 20050409 GOOD             GEOCAC
 AC6228
 AC6228                          STATION DESCRIPTION
 AC6228
 AC6228'DESCRIBED BY MO DEPT OF NAT RES 1995
 AC6228'THE STATION AND AZIMUTH MARK ARE DNR ALUMINUM G.R.S.  DISKS STAMPED
 AC6228'FOR IDENTIFICATION AND ARE SET IN A 12 INCH DIAMETER CONCRETE POST
 AC6228'FLUSH WITH THE GROUND SURFACE. THE STATION IS 14.1 FT (4.3 M) EAST OF
 AC6228'A NAIL AND SHINER IN A UTILITY POLE, 13.8 FT (4.2 M) EAST OF A
 AC6228'CARSONITE WITNESS POST AT A UTILITY POLE, 37 FT (11.3 M) SOUTHEAST OF
 AC6228'THE CENTER LINE OF A FIELD ENTRANCE, 49.6 FT (15.1 M) SOUTH OF THE
 AC6228'NORTH END OF A C.M.P., AND 37.6 FT (11.5 M) SOUTHWEST OF THE CENTER
 AC6228'LINE OF MISSOURI HIGHWAY 185. THE AZIMUTH MARK IS 50 FT (15.2 M) NNE
 AC6228'OF THE CENTER LINE OF MISSOURI HIGHWAY 185, 2.0 FT (0.6 M) EAST OF A
 AC6228'CARSONITE WITNESS POST, 90.0 FT (27.4 M) SOUTHEAST OF A RAILROAD TIE
 AC6228'CORNER POST, 10.5 FT (3.2 M) SSW OF THE CENTER OF A DIRT TRAIL, 98.8
 AC6228'FT (30.1 M) SOUTHWEST OR A RAILROAD TIE BRACE POST, AND 237 FT (72.2
 AC6228'M) WNW OF THE CENTER OF A FIELD ENTRANCE. TO REACH THE STATION FROM
 AC6228'THE HIGHWAY 185 OVERPASS ACROSS I-44 EXIT NO.  226, GO SOUTH ON 185
 AC6228'FOR 1.12 MI (1.80 KM) TO A GRASS FIELD ENTRANCE AND THE STATION ON THE
 AC6228'RIGHT. TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 AC6228'185 FOR 0.35 MI (0.56 KM) TO A FIELD ENTRANCE ON THE RIGHT, BEFORE THE
 AC6228'RAILROAD OVERPASS AND THE MARK ON THE RIGHT 238 FT (72.5 M) NORTH OF
 AC6228'THE FIELD ENTRANCE. DATE OF REPORT 12-18-1995
 AC6228
 AC6228                          STATION RECOVERY (2005)
 AC6228
 AC6228'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 AC6228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6229 ***********************************************************************
 AC6229  DESIGNATION -  FR 82
 AC6229  PID         -  AC6229
 AC6229  STATE/COUNTY-  MO/FRANKLIN
 AC6229  USGS QUAD   -  NEW HAVEN (1973)
 AC6229
 AC6229                         *CURRENT SURVEY CONTROL
 AC6229  ___________________________________________________________________
 AC6229* NAD 83(1997)-  38 35 54.71542(N)    091 12 22.86749(W)     ADJUSTED  
 AC6229* NAVD 88     -       214.8    (meters)     705.     (feet)  GPS OBS   
 AC6229  ___________________________________________________________________
 AC6229  X           -    -105,085.169 (meters)                     COMP
 AC6229  Y           -  -4,990,290.183 (meters)                     COMP
 AC6229  Z           -   3,957,697.983 (meters)                     COMP
 AC6229  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AC6229  ELLIP HEIGHT-         183.51  (meters)          (02/17/00) GPS OBS
 AC6229  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AC6229
 AC6229  HORZ ORDER  -  FIRST
 AC6229  ELLP ORDER  -  FOURTH    CLASS I
 AC6229
 AC6229.The horizontal coordinates were established by GPS observations
 AC6229.and adjusted by the National Geodetic Survey in February 2000..
 AC6229
 AC6229.The orthometric height was determined by GPS observations and a
 AC6229.high-resolution geoid model.
 AC6229
 AC6229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6229
 AC6229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6229
 AC6229.The ellipsoidal height was determined by GPS observations
 AC6229.and is referenced to NAD 83.
 AC6229
 AC6229.The geoid height was determined by GEOID03.
 AC6229
 AC6229;                    North         East     Units Scale Factor Converg.
 AC6229;SPC MO E     -   307,102.763   188,470.739   MT  0.99997994   -0 26 26.4
 AC6229;UTM  15      - 4,273,752.307   656,194.700   MT  0.99990044   +1 07 09.2
 AC6229
 AC6229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6229!SPC MO E     -   0.99997121  x   0.99997994  =   0.99995115
 AC6229!UTM  15      -   0.99997121  x   0.99990044  =   0.99987165
 AC6229
 AC6229                          SUPERSEDED SURVEY CONTROL
 AC6229
 AC6229  NAD 83(1997)-  38 35 54.72169(N)    091 12 22.86841(W) AD(       ) 1
 AC6229  NAD 83(1986)-  38 35 54.73367(N)    091 12 22.86830(W) AD(       ) 1
 AC6229
 AC6229.Superseded values are not recommended for survey control.
 AC6229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6229.See file dsdata.txt to determine how the superseded data were derived.
 AC6229
 AC6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5619573752(NAD 83)
 AC6229_MARKER: DD = SURVEY DISK
 AC6229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6229_STAMPING: FR-82 1995
 AC6229_MARK LOGO: MODNR 
 AC6229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6229+STABILITY: SURFACE MOTION
 AC6229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6229+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6229
 AC6229  HISTORY     - Date     Condition        Report By
 AC6229  HISTORY     - 1995     MONUMENTED       MODNR
 AC6229
 AC6229                          STATION DESCRIPTION
 AC6229
 AC6229'DESCRIBED BY MO DEPT OF NAT RES 1995
 AC6229'STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6229'STATION IS LOCATED IN THE SOUTHEAST PART OF NEW HAVEN, MO AT THE SITE
 AC6229'OF NEW HAVEN S EAST WATER TANK (A SPHERICAL TANK ON A VERTICAL STAND
 AC6229'PIPE) ON THE SOUTHWEST SIDE OF MO HIGHWAY 100.  IT IS 27.3 FT (8.3 M)
 AC6229'SOUTH OF THE WEST FLANGE BOLT OF A FIRE HYDRANT, 19.2 FT (5.9 M)
 AC6229'SOUTHWEST OF A NAIL AND WASHER IN A POWER POLE WITH A METER BOX, 41 FT
 AC6229'(12.5 M) NORTHWEST OF THE CENTER OF THE ENTRANCE, 20.7 FT (6.3 M)
 AC6229'NORTHEAST OF A PUNCH MARK ON AN ANCHOR BOLT IN THE BASE OF THE WATER
 AC6229'TANK AND 7.8 FT (2.4 M) SOUTHEAST OF THE NEAR FACE OF THE EASTERLY OF
 AC6229'THREE FLAGPOLES IN A FLOWER BED. THE AZIMUTH MARK IS 0.35 MI (0.56 KM)
 AC6229'SOUTHWEST OF THE STATION ON THE SOUTHEAST RIGHT-OF-WAY OF HWY.  100
 AC6229'NEAR THE EXTENDED CENTER LINE OF THE ENTRANCE TO ENS 104/165.  IT IS
 AC6229'24.6 FT (7.5 M) SSW OF THE EDGE OF PAVEMENT, 8.0 FT (2.4 M) SOUTH OF
 AC6229'THE ENS SIGN POST AND 15.3 FT (4.7 M) ENE OF THE SOUTH BOLT OF A FIRE
 AC6229'HYDRANT. TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF ROUTE C WITH
 AC6229'MISSOURI HIGHWAY 100 IN THE SOUTH PART OF NEW HAVEN, MO, GO EAST ON
 AC6229'HIGHWAY 100 FOR 0.45 MI (0.72 KM) TO THE MARK ON THE RIGHT (SOUTH)
 AC6229'RIGHT-OF-WAY OPPOSITE A PRIVATE ENTRANCE TO A GARAGE FOR RESIDENCE
 AC6229'104/165 AS DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK
 AC6229'CONTINUE EAST ON HIGHWAY 100 FOR 0.35 MI (0.56 KM) TO THE NEW HAVEN
 AC6229'EAST WATER TANK AND STATION ON THE RIGHT (SOUTH) SIDE AS DESCRIBED.
 AC6229'DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6230 ***********************************************************************
 AC6230  DESIGNATION -  FR 83
 AC6230  PID         -  AC6230
 AC6230  STATE/COUNTY-  MO/FRANKLIN
 AC6230  USGS QUAD   -  ST CLAIR (1969)
 AC6230
 AC6230                         *CURRENT SURVEY CONTROL
 AC6230  ___________________________________________________________________
 AC6230* NAD 83(1997)-  38 21 08.47891(N)    090 58 51.41155(W)     ADJUSTED  
 AC6230* NAVD 88     -       230.2    (meters)     755.     (feet)  GPS OBS   
 AC6230  ___________________________________________________________________
 AC6230  X           -     -85,743.660 (meters)                     COMP
 AC6230  Y           -  -5,007,677.815 (meters)                     COMP
 AC6230  Z           -   3,936,313.731 (meters)                     COMP
 AC6230  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 AC6230  ELLIP HEIGHT-         199.55  (meters)          (02/17/00) GPS OBS
 AC6230  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AC6230
 AC6230  HORZ ORDER  -  FIRST
 AC6230  ELLP ORDER  -  FOURTH    CLASS I
 AC6230
 AC6230.The horizontal coordinates were established by GPS observations
 AC6230.and adjusted by the National Geodetic Survey in February 2000..
 AC6230
 AC6230.The orthometric height was determined by GPS observations and a
 AC6230.high-resolution geoid model.
 AC6230
 AC6230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6230
 AC6230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6230
 AC6230.The ellipsoidal height was determined by GPS observations
 AC6230.and is referenced to NAD 83.
 AC6230
 AC6230.The geoid height was determined by GEOID03.
 AC6230
 AC6230;                    North         East     Units Scale Factor Converg.
 AC6230;SPC MO E     -   279,650.466   207,962.791   MT  0.99995509   -0 17 54.3
 AC6230;UTM  15      - 4,246,840.015   676,424.357   MT  0.99998333   +1 15 11.3
 AC6230
 AC6230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6230!SPC MO E     -   0.99996869  x   0.99995509  =   0.99992378
 AC6230!UTM  15      -   0.99996869  x   0.99998333  =   0.99995202
 AC6230
 AC6230                          SUPERSEDED SURVEY CONTROL
 AC6230
 AC6230  NAD 83(1997)-  38 21 08.48252(N)    090 58 51.41210(W) AD(       ) 1
 AC6230  NAD 83(1986)-  38 21 08.49475(N)    090 58 51.41027(W) AD(       ) 1
 AC6230
 AC6230.Superseded values are not recommended for survey control.
 AC6230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6230.See file dsdata.txt to determine how the superseded data were derived.
 AC6230
 AC6230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7642446840(NAD 83)
 AC6230_MARKER: DD = SURVEY DISK
 AC6230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6230_STAMPING: FR-83 1995
 AC6230_MARK LOGO: MODNR 
 AC6230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6230+STABILITY: SURFACE MOTION
 AC6230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6230+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6230
 AC6230  HISTORY     - Date     Condition        Report By
 AC6230  HISTORY     - 1995     MONUMENTED       MODNR
 AC6230
 AC6230                          STATION DESCRIPTION
 AC6230
 AC6230'DESCRIBED BY MO DEPT OF NAT RES 1995
 AC6230'STATION IS A STANDARD MO DNR GRS INSTALLATION, AZIMUTH MARK IS A
 AC6230'GROUTED DISK IN THE TRAFFIC ISLAND IN THE SW PART OF THE INTERSECTION
 AC6230'OF MO HWY 47, ROUTE TT, NORTH COMMERCIAL AVE.  AND NORTH MAIN STREET.
 AC6230'THE STATION IS LOCATED IN ST.  CLAIR, MO ON THE SE SIDE OF THE ST.
 AC6230'CLAIR MUNICIPAL BUILDING (CITY HALL) IN THE WEST ANGLE OF THE
 AC6230'INTERSECTION OF COMMERCIAL AVENUE (MO HWY 47) WITH PAUL PARKS DRIVE.
 AC6230'IT IS 24.9 FT (7.6 M) SSW OF THE NORTHERLY OF THREE 4 IN IRON PIPES
 AC6230'FILLED WITH CONCRETE, 17.5 FT (5.3 M) SW OF A PK NAIL AND WASHER NEAR
 AC6230'THE WEST EDGE OF PAUL PARKS DRIVE, 22.7 FT (6.9 M) NW OF A PK NAIL AND
 AC6230'WASHER AT THE EDGE OF THE NORTH DRIVING LANE OF HWY 47 AND 2.5 FT (0.8
 AC6230'M) NE OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS 0.3 MI (0.5 KM)
 AC6230'EAST IN THE SOUTHWEST TRAFFIC ISLAND OF THE INTERSECTION OF MO HWY 47
 AC6230'(WEST AND NORTH) , NORTH COMMERCIAL AVENU (EAST AND WEST) , ROUTE TT
 AC6230'(EAST) , AND NORTH MAIN STREET (SOUTH).  IT IS 40.0 FT (12.2 M) SOUTH
 AC6230'OF CENTERLINE OF NORTH COMMERCIAL, 17.8 FT (5.4 M) SW OF A NAIL AND
 AC6230'WASHER IN A STOP SIGN POST IN THE ISLAND, 42.4 FT (12.9 M) WEST OF A
 AC6230'FIRE HYDRANT ON THE EAST SIDE OF NORTH MAIN ST, 20.9 FT (6.4 M) NW OF
 AC6230'CENTERLINE OF NORTH MAIN AND 6.7 FT (2.0 M) NORTH OF THE SOUTH NOSE OF
 AC6230'THE TRAFFIC ISLAND. TO REACH THE STATION FROM THE CENTER OF I-44 EXIT
 AC6230'140 AT ST.  CLAIR, MO GO SOUTHERLY ON MO HWY 47 (NORTH MAIN ST.) FOR.5
 AC6230'MI TO A FOUR WAY STOP AT COMMERCIAL ST.  AND JUNCTION WITH ROUTE TT
 AC6230'(NE) .  TURN RIGHT AND FOLLOW HWY 47 AND COMMERCIAL SW FOR 0.3 MI (0.5
 AC6230'KM) TO PAUL PARKS DRIVE ON THE RIGHT (NW) SIDE AND THE STATION AND ST.
 AC6230'CLAIR MUNICIPAL BUILDING AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM
 AC6230'THE STATION, RETURN NE ON COMMERCIAL TO THE FOUR WAY STOP AND JUNCTION
 AC6230'TO THE AZIMUTH MARK ON RIGHT SE SIDE AS DESCRIBED. DATE OF REPORT
 AC6230'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6231 ***********************************************************************
 AC6231  DESIGNATION -  FR 84
 AC6231  PID         -  AC6231
 AC6231  STATE/COUNTY-  MO/FRANKLIN
 AC6231  USGS QUAD   -  UNION (1980)
 AC6231
 AC6231                         *CURRENT SURVEY CONTROL
 AC6231  ___________________________________________________________________
 AC6231* NAD 83(1997)-  38 26 40.87287(N)    091 00 19.90694(W)     ADJUSTED  
 AC6231* NAVD 88     -       170.3    (meters)     559.     (feet)  GPS OBS   
 AC6231  ___________________________________________________________________
 AC6231  X           -     -87,779.588 (meters)                     COMP
 AC6231  Y           -  -5,001,228.232 (meters)                     COMP
 AC6231  Z           -   3,944,308.998 (meters)                     COMP
 AC6231  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AC6231  ELLIP HEIGHT-         139.45  (meters)          (02/17/00) GPS OBS
 AC6231  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 AC6231
 AC6231  HORZ ORDER  -  FIRST
 AC6231  ELLP ORDER  -  FOURTH    CLASS I
 AC6231
 AC6231.The horizontal coordinates were established by GPS observations
 AC6231.and adjusted by the National Geodetic Survey in February 2000..
 AC6231
 AC6231.The orthometric height was determined by GPS observations and a
 AC6231.high-resolution geoid model.
 AC6231
 AC6231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6231
 AC6231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6231
 AC6231.The ellipsoidal height was determined by GPS observations
 AC6231.and is referenced to NAD 83.
 AC6231
 AC6231.The geoid height was determined by GEOID03.
 AC6231
 AC6231;                    North         East     Units Scale Factor Converg.
 AC6231;SPC MO E     -   289,910.538   205,870.352   MT  0.99995731   -0 18 51.6
 AC6231;UTM  15      - 4,257,039.828   674,054.545   MT  0.99997309   +1 14 25.4
 AC6231
 AC6231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6231!SPC MO E     -   0.99997812  x   0.99995731  =   0.99993543
 AC6231!UTM  15      -   0.99997812  x   0.99997309  =   0.99995121
 AC6231
 AC6231                          SUPERSEDED SURVEY CONTROL
 AC6231
 AC6231  NAD 83(1997)-  38 26 40.87710(N)    091 00 19.90759(W) AD(       ) 1
 AC6231  NAD 83(1986)-  38 26 40.88958(N)    091 00 19.90620(W) AD(       ) 1
 AC6231
 AC6231.Superseded values are not recommended for survey control.
 AC6231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6231.See file dsdata.txt to determine how the superseded data were derived.
 AC6231
 AC6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7405557040(NAD 83)
 AC6231_MARKER: DD = SURVEY DISK
 AC6231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6231_STAMPING: FR-84 1995
 AC6231_MARK LOGO: MODNR 
 AC6231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6231+STABILITY: SURFACE MOTION
 AC6231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6231+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6231
 AC6231  HISTORY     - Date     Condition        Report By
 AC6231  HISTORY     - 1995     MONUMENTED       MODNR
 AC6231
 AC6231                          STATION DESCRIPTION
 AC6231
 AC6231'DESCRIBED BY MO DEPT OF NAT RES 1995
 AC6231'THE STATION IS A STANDARD MO DNR GRS DISK GROUTED IN THE SIDEWALK. THE
 AC6231'AZIMUTH MARK IS A STANDARD MO DNR GRS INSTALLATION. THE STATION IS
 AC6231'LOCATED IN THE SE CORNER OF THE INTERSECTION OF LOCUST AND CHURCH
 AC6231'STREETS IN UNION, MO.  IT IS A DISK GROUTED IN THE SIDEWALK AT THE NW
 AC6231'CORNER OF THE CITY EMPLOYEE PARKING LOT.  IT IS 18.1 FT (5.5 M) SW OF
 AC6231'CENTER OF A FIRE HYDRANT, 10.2 FT (3.1 M) WEST OF THE CORNER OF THE
 AC6231'SIDEWALK AT THE CORNER OF THE PARKING LOT, 8.5 FT (2.6 M) NW OF A 4 IN
 AC6231'ORNAMENTAL TREE, 7.9 FT (2.4 M) NORTH OF CENTER OF A STOP SIGN POST
 AC6231'AND 2.5 FT (0.8 M) EAST OF THE BACK OF THE CHURCH STREET CURB. THE
 AC6231'AZIMUTH MARK IS 0.2 MI (0.3 KM) SOUTH ON THE WEST SIDE OF CHURCH
 AC6231'STREET AT ITS INTERSECTION WITH CIRCLE DRIVE.  IT IS 8.3 FT (2.5 M)
 AC6231'SSW, 5.8 FT (1.8 M) WEST AND 8.2 FT (2.5 M) NNW OF PK NAILS AND
 AC6231'WASHERS AT THE WEST EDGE OF CHURCH STREET, 4 FT (1.2 M) EAST OF A
 AC6231'CARSONITE WITNESS POST AND 19 FT (5.8 M) ENE OF A 30 IN TREE. THE
 AC6231'STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 AC6231'LOCUST AND CHURCH STREETS AT THE SOUTHEAST SIDE OF THE FRANKLIN COUNTY
 AC6231'COURTHOUSE SQUARE IN UNION, MO. TO REACH THE AZIMUTH MARK FROM THE
 AC6231'STATION GO WEST ON LOCUST STREET FOR 0.05 MI (0.08 KM) (ONE BLOCK) TO
 AC6231'OAK STREET, TURN LEFT AND GO SOUTH ON OAK STREET FOR 0.35 MI (0.56 KM)
 AC6231'(THREE STOP LIGHTS AT HWY 50) TO SOUTH STREET, TURN LEFT AND GO EAST
 AC6231'ON SOUTH STREET FOR 0.05 MI (0.08 KM) (1 BLOCK) TO CHURCH STREET, TURN
 AC6231'LEFT AND GO NORTH ON CHURCH STREET FOR 0.15 MI (0.24 KM) TO CIRCLE
 AC6231'DRIVE ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT (WEST) SIDE AS
 AC6231'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6232 ***********************************************************************
 AC6232  DESIGNATION -  FR 85
 AC6232  PID         -  AC6232
 AC6232  STATE/COUNTY-  MO/FRANKLIN
 AC6232  USGS QUAD   -  GERALD (1980)
 AC6232
 AC6232                         *CURRENT SURVEY CONTROL
 AC6232  ___________________________________________________________________
 AC6232* NAD 83(1997)-  38 24 22.92515(N)    091 20 23.93361(W)     ADJUSTED  
 AC6232* NAVD 88     -       270.9    (meters)     889.     (feet)  GPS OBS   
 AC6232  ___________________________________________________________________
 AC6232  X           -    -117,035.188 (meters)                     COMP
 AC6232  Y           -  -5,003,352.247 (meters)                     COMP
 AC6232  Z           -   3,941,039.023 (meters)                     COMP
 AC6232  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AC6232  ELLIP HEIGHT-         239.91  (meters)          (02/17/00) GPS OBS
 AC6232  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AC6232
 AC6232  HORZ ORDER  -  FIRST
 AC6232  ELLP ORDER  -  FOURTH    CLASS I
 AC6232
 AC6232.The horizontal coordinates were established by GPS observations
 AC6232.and adjusted by the National Geodetic Survey in February 2000..
 AC6232
 AC6232.The orthometric height was determined by GPS observations and a
 AC6232.high-resolution geoid model.
 AC6232
 AC6232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6232
 AC6232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6232
 AC6232.The ellipsoidal height was determined by GPS observations
 AC6232.and is referenced to NAD 83.
 AC6232
 AC6232.The geoid height was determined by GEOID03.
 AC6232
 AC6232;                    North         East     Units Scale Factor Converg.
 AC6232;SPC MO E     -   285,870.312   176,635.612   MT  0.99999959   -0 31 18.7
 AC6232;UTM  15      - 4,252,208.572   644,941.944   MT  0.99985872   +1 01 53.2
 AC6232
 AC6232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6232!SPC MO E     -   0.99996236  x   0.99999959  =   0.99996195
 AC6232!UTM  15      -   0.99996236  x   0.99985872  =   0.99982108
 AC6232
 AC6232                          SUPERSEDED SURVEY CONTROL
 AC6232
 AC6232  NAD 83(1997)-  38 24 22.93345(N)    091 20 23.93487(W) AD(       ) 1
 AC6232  NAD 83(1986)-  38 24 22.94192(N)    091 20 23.93561(W) AD(       ) 1
 AC6232
 AC6232.Superseded values are not recommended for survey control.
 AC6232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6232.See file dsdata.txt to determine how the superseded data were derived.
 AC6232
 AC6232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4494252209(NAD 83)
 AC6232_MARKER: DD = SURVEY DISK
 AC6232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6232_STAMPING: FR-85 1995
 AC6232_MARK LOGO: MODNR 
 AC6232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6232+STABILITY: SURFACE MOTION
 AC6232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6232+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6232
 AC6232  HISTORY     - Date     Condition        Report By
 AC6232  HISTORY     - 1995     MONUMENTED       MODNR
 AC6232
 AC6232                          STATION DESCRIPTION
 AC6232
 AC6232'DESCRIBED BY MO DEPT OF NAT RES 1995
 AC6232'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6232'THE STATION IS LOCATED IN THE NORTHWEST PART OF GERALD, MO.  IT IS ON
 AC6232'THE OUTSIDE OF THE RIGHT ANGLE CURVE OF INDUSTRIAL DRIVE WHICH GOES
 AC6232'EAST (TOWARD ROUTE Y) AND SOUTH (TO A T JUNCTION WITH FLOTTMANN ROAD)
 AC6232'.  IT IS 9.5 FT (2.9 M) NW OF BACK OF CURB, 2.9 FT (0.9 M) ESE OF A.5
 AC6232'IN RE-BAR LOT CORNER PIN WITH A METAL FENCE POST GUARD, 2.1 FT (0.6 M)
 AC6232'NE OF A CARSONITE WITNESS POST AND 71.1 FT (21.7 M) NE OF THE NW BOLT
 AC6232'AT THE BASE OF A FIRE HYDRANT. THE AZIMUTH MARK IS .25 MI (0.40 KM)
 AC6232'EAST ON THE NORTH SIDE OF INDUSTRIAL DRIVE NEAR THE CREST OF A GRADE.
 AC6232'IT IS 10.3 FT (3.1 M) SOUTH OF A 2 IN IRON PIPE LOT CORNER WITH A
 AC6232'METAL FENCE POST GUARD, 9.3 FT (2.8 M) NW OF A CUT X ON THE CURB, 6.2
 AC6232'FT (1.9 M) NORTH OF AN INVERTED V AT THE BACK OF CURB AND 9.4 FT (2.9
 AC6232'M) NE OF A SAW JOINT AT THE BACK OF CURB. TO REACH THE AZIMUTH MARK
 AC6232'FROM THE JUNCTION OF US HIGHWAY 50 WITH ROUTE H (SOUTH) AND ROUTE Y
 AC6232'(NORTH) IN GERALD, MO, GO NORTH ON ROUTE Y FOR 0.25 MI (0.40 KM) TO
 AC6232'INDUSTRIAL DRIVE, TURN LEFT AND GO WEST ON INDUSTRIAL DRIVE FOR 1/3 MI
 AC6232'TO A CREST OF A GRADE AND THE MARK ON THE RIGHT (NORTH) SIDE AS
 AC6232'DESCRIBED. TO REACH THE STATION FROM THE AZIMUTH MARK CONTINUE WEST ON
 AC6232'INDUSTRIAL DRIVE FOR .25 MI (0.40 KM) TO THE CURVE TURNING SOUTH AND
 AC6232'THE STATION ON THE RIGHT NW SIDE AS DESCRIBED. DATE OF REPORT
 AC6232'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6233 ***********************************************************************
 AC6233  DESIGNATION -  FR 87
 AC6233  PID         -  AC6233
 AC6233  STATE/COUNTY-  MO/FRANKLIN
 AC6233  USGS QUAD   -  WASHINGTON EAST (1972)
 AC6233
 AC6233                         *CURRENT SURVEY CONTROL
 AC6233  ___________________________________________________________________
 AC6233* NAD 83(1997)-  38 33 05.16774(N)    090 59 52.48580(W)     ADJUSTED  
 AC6233* NAVD 88     -       175.7    (meters)     576.     (feet)  GPS OBS   
 AC6233  ___________________________________________________________________
 AC6233  X           -     -86,986.318 (meters)                     COMP
 AC6233  Y           -  -4,993,868.522 (meters)                     COMP
 AC6233  Z           -   3,953,586.344 (meters)                     COMP
 AC6233  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AC6233  ELLIP HEIGHT-         144.59  (meters)          (02/17/00) GPS OBS
 AC6233  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AC6233
 AC6233  HORZ ORDER  -  FIRST
 AC6233  ELLP ORDER  -  FOURTH    CLASS I
 AC6233
 AC6233.The horizontal coordinates were established by GPS observations
 AC6233.and adjusted by the National Geodetic Survey in February 2000..
 AC6233
 AC6233.The orthometric height was determined by GPS observations and a
 AC6233.high-resolution geoid model.
 AC6233
 AC6233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6233
 AC6233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6233
 AC6233.The ellipsoidal height was determined by GPS observations
 AC6233.and is referenced to NAD 83.
 AC6233
 AC6233.The geoid height was determined by GEOID03.
 AC6233
 AC6233;                    North         East     Units Scale Factor Converg.
 AC6233;SPC MO E     -   301,755.953   206,599.372   MT  0.99995652   -0 18 37.1
 AC6233;UTM  15      - 4,268,900.878   674,461.541   MT  0.99997483   +1 14 53.0
 AC6233
 AC6233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6233!SPC MO E     -   0.99997731  x   0.99995652  =   0.99993383
 AC6233!UTM  15      -   0.99997731  x   0.99997483  =   0.99995214
 AC6233
 AC6233                          SUPERSEDED SURVEY CONTROL
 AC6233
 AC6233  NAD 83(1997)-  38 33 05.17240(N)    090 59 52.48653(W) AD(       ) 1
 AC6233  NAD 83(1986)-  38 33 05.18465(N)    090 59 52.48564(W) AD(       ) 1
 AC6233
 AC6233.Superseded values are not recommended for survey control.
 AC6233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6233.See file dsdata.txt to determine how the superseded data were derived.
 AC6233
 AC6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7446268901(NAD 83)
 AC6233_MARKER: DD = SURVEY DISK
 AC6233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6233_STAMPING: FR-87 1995
 AC6233_MARK LOGO: MODNR 
 AC6233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6233+STABILITY: SURFACE MOTION
 AC6233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6233+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 AC6233
 AC6233  HISTORY     - Date     Condition        Report By
 AC6233  HISTORY     - 1995     MONUMENTED       MODNR
 AC6233  HISTORY     - 20050728 GOOD             GEOCAC
 AC6233
 AC6233                          STATION DESCRIPTION
 AC6233
 AC6233'DESCRIBED BY MO DEPT OF NAT RES 1995
 AC6233'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS THE
 AC6233'STATION IS LOCATED IN THE EAST PART OF WASHINGTON, MO ON THE SOUTH
 AC6233'SIDE OF EAST THIRD STREET AND 105 FT (32.0 M) NW OF THE CENTER LINE OF
 AC6233'FULTON STREET.  IT IS 29.8 FT (9.1 M) SW OF CENTER LINE OF 3RD STREET,
 AC6233'7.9 FT (2.4 M) SW OF BACK OF CURB, 2.4 FT (0.7 M) SW OF EDGE OF
 AC6233'CONCRETE SIDEWALK, 12.6 FT (3.8 M) NW OF CENTERLINE OF ENTRANCE TO
 AC6233'HOUSE 1112, 40.8 FT (12.4 M) EAST OF THE EAST CORNER OF THE FOUNDATION
 AC6233'OF HOUSE 1110B, AND 24.4 FT (7.4 M) WEST NORTHWEST OF A WATER VALVE.
 AC6233'THE AZIMUTH MARK IS ABOUT 0.3 MI (0.5 KM) SE ON THE NORTH SIDE OF EAST
 AC6233'THIRD STREET BETWEEN HOUSES 1425 AND 1427.  IT IS NEAR THE EXTENDED
 AC6233'WEST CURB LINE OF WEST WAY DRIVE TO THE SOUTH.  IT IS 25 FT (7.6 M) NE
 AC6233'OF CENTER LINE OF 3RD STREET, 3.4 FT (1.0 M) NE OF BACK OF CURB, 17.6
 AC6233'FT (5.4 M) NW OF THE NW CORNER OF A CURB INLET FRAME, 21.8 FT (6.6 M)
 AC6233'NW OF A WATER VALVE BOX, 2.8 FT (0.9 M) NW OF A FIRE HYDRANT AND 8.5
 AC6233'FT (2.6 M) NW OF ANOTHER WATER VALVE BOX IN THE STREET. TO REACH THE
 AC6233'STATION FROM STOP LIGHT INTERSECTION AT THE HOSPITAL (MO HIGHWAY 47
 AC6233'AND 5TH STREET) GO NORTHEASTERLY ON MO HIGHWAY 47 FOR 0.1 MI (0.2 KM)
 AC6233'TO A STOP SIGN INTERSECTION WITH EAST THIRD STREET, TURN RIGHT AND GO
 AC6233'SOUTHEASTERLY ON EAST THIRD STREET FOR 0.2 MI (0.3 KM) TO THE STATION
 AC6233'ON RIGHT (SW) SIDE BETWEEN HOUSES NUMBERED 1110B AND 1112 AS
 AC6233'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SE ON
 AC6233'EAST 3RD STREET FOR 0.3 MI (0.5 KM) TO THE MARK ON LEFT NEAR FIRE
 AC6233'HYDRANT BETWEEN HOUSES 1425 AND 1427 AS DESCRIBED. DATE OF REPORT
 AC6233'12-18-1995
 AC6233
 AC6233                          STATION RECOVERY (2005)
 AC6233
 AC6233'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 AC6233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6234 ***********************************************************************
 AC6234  DESIGNATION -  FR 88
 AC6234  PID         -  AC6234
 AC6234  STATE/COUNTY-  MO/FRANKLIN
 AC6234  USGS QUAD   -  WASHINGTON WEST (1985)
 AC6234
 AC6234                         *CURRENT SURVEY CONTROL
 AC6234  ___________________________________________________________________
 AC6234* NAD 83(1997)-  38 31 14.81993(N)    091 02 13.60945(W)     ADJUSTED  
 AC6234* NAVD 88     -       221.3    (meters)     726.     (feet)  GPS OBS   
 AC6234  ___________________________________________________________________
 AC6234  X           -     -90,442.053 (meters)                     COMP
 AC6234  Y           -  -4,995,963.084 (meters)                     COMP
 AC6234  Z           -   3,950,953.145 (meters)                     COMP
 AC6234  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AC6234  ELLIP HEIGHT-         190.23  (meters)          (02/17/00) GPS OBS
 AC6234  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 AC6234
 AC6234  HORZ ORDER  -  FIRST
 AC6234  ELLP ORDER  -  FOURTH    CLASS I
 AC6234
 AC6234.The horizontal coordinates were established by GPS observations
 AC6234.and adjusted by the National Geodetic Survey in February 2000..
 AC6234
 AC6234.The orthometric height was determined by GPS observations and a
 AC6234.high-resolution geoid model.
 AC6234
 AC6234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6234
 AC6234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6234
 AC6234.The ellipsoidal height was determined by GPS observations
 AC6234.and is referenced to NAD 83.
 AC6234
 AC6234.The geoid height was determined by GEOID03.
 AC6234
 AC6234;                    North         East     Units Scale Factor Converg.
 AC6234;SPC MO E     -   298,372.787   203,162.517   MT  0.99996034   -0 20 04.3
 AC6234;UTM  15      - 4,265,425.496   671,117.899   MT  0.99996060   +1 13 22.0
 AC6234
 AC6234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6234!SPC MO E     -   0.99997015  x   0.99996034  =   0.99993049
 AC6234!UTM  15      -   0.99997015  x   0.99996060  =   0.99993075
 AC6234
 AC6234                          SUPERSEDED SURVEY CONTROL
 AC6234
 AC6234  NAD 83(1997)-  38 31 14.82467(N)    091 02 13.61020(W) AD(       ) 1
 AC6234  NAD 83(1986)-  38 31 14.83691(N)    091 02 13.60931(W) AD(       ) 1
 AC6234
 AC6234.Superseded values are not recommended for survey control.
 AC6234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6234.See file dsdata.txt to determine how the superseded data were derived.
 AC6234
 AC6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7111865425(NAD 83)
 AC6234_MARKER: DD = SURVEY DISK
 AC6234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6234_STAMPING: FR-88 1995
 AC6234_MARK LOGO: MODNR 
 AC6234_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6234+STABILITY: SURFACE MOTION
 AC6234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6234+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6234
 AC6234  HISTORY     - Date     Condition        Report By
 AC6234  HISTORY     - 1995     MONUMENTED       MODNR
 AC6234
 AC6234                          STATION DESCRIPTION
 AC6234
 AC6234'DESCRIBED BY MO DEPT OF NAT RES 1995
 AC6234'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6234'STATION IS LOCATED SW OF WASHINGTON MO ON MISSOURI ROUTE A.  IT IS
 AC6234'23.3 FT (7.1 M) EAST OF A NAIL AND SHINER IN THE SOUTH LEG OF A SIGN
 AC6234'FOR SCHEISSGUTH BROTHERS TRACTOR, 61.8 FT (18.8 M) SW CENTERLINE OF
 AC6234'POTTERY ROAD, 21.5 FT (6.6 M) WEST OF A NAIL AND SHINER IN A UTILITY
 AC6234'POLE WITH CARSONITE WITNESS POST BESIDE IT, 39.6 FT (12.1 M) NW CENTER
 AC6234'LINE OF MISSOURI ROUTE A, 77.6 FT (23.7 M) SOUTHEAST OF A YIELD SIGN,
 AC6234'AND 20.1 FT (6.1 M) NORTHWEST OF A CURVE WARNING SIGN. THE AZIMUTH
 AC6234'MARK IS 0.3 MI (0.5 KM) SOUTH OF THE STATION ALONG MISSOURI ROUTE A.
 AC6234'IT IS 16.1 FT (4.9 M) NE OF A NAIL AND SHINER IN A UTILITY POLE, 6.0
 AC6234'FT (1.8 M) NE OF A RAILROAD TIE BRACE POST, 3.5 FT (1.1 M) EAST OF A
 AC6234'CARSONITE WITNESS POST, 5.7 FT (1.7 M) SE OF A RAILROAD TIE CORNER
 AC6234'POST, AND 24.8 FT (7.6 M) WEST OF THE CENTER LINE OF MISSOURI ROUTE A.
 AC6234'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI HIGHWAY 100 AND
 AC6234'MISSOURI ROUTE A AT WASHINGTON, MISSOURI, GO SOUTH ON MISSOURI ROUTE A
 AC6234'FOR 2.0 MI (3.2 KM) TO INTERSECTION WITH POTTERY ROAD WEST AND STATION
 AC6234'ON RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC6234'CONTINUE SOUTH ON MISSOURI ROUTE A FOR 0.3 MI (0.5 KM) AND STATION IS
 AC6234'ON RIGHT AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1746 ***********************************************************************
 GD1746  DESIGNATION -  FRANCIS
 GD1746  PID         -  GD1746
 GD1746  STATE/COUNTY-  MO/PEMISCOT
 GD1746  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1746
 GD1746                         *CURRENT SURVEY CONTROL
 GD1746  ___________________________________________________________________
 GD1746* NAD 83(1997)-  36 12 00.31317(N)    089 39 54.66213(W)     ADJUSTED  
 GD1746* NAVD 88     -        88.8    (meters)     291.     (feet)  VERTCON   
 GD1746  ___________________________________________________________________
 GD1746  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GD1746  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1746
 GD1746  HORZ ORDER  -  FIRST
 GD1746
 GD1746.The horizontal coordinates were established by classical geodetic methods
 GD1746.and adjusted by the National Geodetic Survey in February 2000..
 GD1746
 GD1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1746
 GD1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1746
 GD1746.The geoid height was determined by GEOID03.
 GD1746
 GD1746;                    North         East     Units Scale Factor Converg.
 GD1746;SPC MO E     -    41,015.057   325,075.304   MT  1.00000276   +0 29 35.1
 GD1746;UTM  16      - 4,009,434.359   260,375.201   MT  1.00030755   -1 34 29.4
 GD1746
 GD1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1746!SPC MO E     -   0.99999053  x   1.00000276  =   0.99999329
 GD1746!UTM  16      -   0.99999053  x   1.00030755  =   1.00029807
 GD1746
 GD1746|---------------------------------------------------------------------|
 GD1746| PID    Reference Object                     Distance      Geod. Az  |
 GD1746|                                                           dddmmss.s |
 GD1746| CG4065 FRANCIS RM 1                         25.177 METERS 13052     |
 GD1746| GD1749 CARUTHERS 2 OFFSET                  410.315 METERS 1661438.5 |
 GD1746| GD2071 CARUTHERS 2 RESET                   415.224 METERS 1661437.9 |
 GD1746| CG4066 FRANCIS RM 2                         23.415 METERS 31052     |
 GD1746|---------------------------------------------------------------------|
 GD1746
 GD1746                          SUPERSEDED SURVEY CONTROL
 GD1746
 GD1746  NAD 83(1997)-  36 12 00.31335(N)    089 39 54.66207(W) AD(       ) 1
 GD1746  NAD 83(1997)-  36 12 00.31352(N)    089 39 54.66216(W) AD(       ) 1
 GD1746  NAD 83(1997)-  36 12 00.31787(N)    089 39 54.66113(W) AD(       ) 1
 GD1746  NAD 83(1997)-  36 12 00.31576(N)    089 39 54.65972(W) AD(       ) 1
 GD1746  NAD 83(1986)-  36 12 00.32385(N)    089 39 54.66028(W) AD(       ) 1
 GD1746  NAD 27      -  36 12 00.07888(N)    089 39 54.37389(W) AD(       ) 1
 GD1746  NGVD 29 (07/19/86)   88.7    (m)          291.     (f) VERT ANG       
 GD1746
 GD1746.Superseded values are not recommended for survey control.
 GD1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1746.See file dsdata.txt to determine how the superseded data were derived.
 GD1746
 GD1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6037509434(NAD 83)
 GD1746_MARKER: DD = SURVEY DISK
 GD1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1746
 GD1746  HISTORY     - Date     Condition        Report By
 GD1746  HISTORY     - 1977     MONUMENTED       NGS
 GD1746  HISTORY     - 20040210 MARK NOT FOUND   USACE
 GD1746
 GD1746                          STATION DESCRIPTION
 GD1746
 GD1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1746'STATION IS ABOUT 1 MILE NORTH-NORTHWEST OF THE CENTER OF
 GD1746'CARUTHERSVILLE, 1/2 MILE SOUTHWEST OF THE CENTER OF THE
 GD1746'MISSISSIPPI RIVER, ATOP THE LEVEE AND ON PROPERTY OF THE ST
 GD1746'FRANCIS LEVEE DISTRICT OF MISSOURI.  PERMISSION WAS GRANTED
 GD1746'BY THE CHIEF ENGINEER, GEORGE T. GLOZIER, PHONE 311 333 0700
 GD1746'STATION IS IN THE SW 1/4 OF SEC 16, T 18 N, R 12 E.
 GD1746'
 GD1746'TO REACH THE STATION FROM THE POST OFFICE IN CARUTHERSVILLE,
 GD1746'GO NORTHWEST ON WEST THIRD STREET FOR 0.6 MILE TO A CORSSROAD,
 GD1746'WHICH IS A GRAVELED ROAD RIGHT AND FAIR BOULEVARD ON THE LEFT.
 GD1746'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.1 MILE TO TOP
 GD1746'OF THE LEVEE, A LOCKED GATE ON THE LEFT AND THE STATION ON
 GD1746'THE LEFT.
 GD1746'
 GD1746'STATION MARKS, STAMPED---FRANCIS 1977---, ARE STANDARD DISKS.
 GD1746'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 GD1746'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 111
 GD1746'FEET NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 11 FEET
 GD1746'NORTHEAST OF THE CENTER OF THE LEVEE ROAD AND 2.1 FEET
 GD1746'SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 GD1746'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW GROUND.
 GD1746'
 GD1746'REFERENCE MARK 1, STAMPED---FRANCIS NO 1 1977---, IS A
 GD1746'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 GD1746'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 13
 GD1746'FEET NORTHEAST OF THE ROAD CENTER AND 2.1 FEET SOUTHEAST OF A
 GD1746'WITNESS POST.
 GD1746'
 GD1746'REFERENCE MARK 2, STAMPED---FRANCIS NO 2 1977---, IS A
 GD1746'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 GD1746'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2.5
 GD1746'FEET NORTHWEST OF A WITNESS POST AND 9 FEET NORTHEAST OF THE
 GD1746'LEVEE ROAD.
 GD1746'
 GD1746'CARUTHERS 2, STAMPED---CARUTHERS 2 1953---, (WHICH WILL
 GD1746'SERVE AS THE AZIMUTH MARK) IS A STANDARD TRIANGULATION
 GD1746'STATION MARK DISK SET IN THE TOP OF A 12-INCH
 GD1746'SQUARE CONCRETE MONUMENT 3 FEET UNDERGROUND AND AT THE
 GD1746'BOTTOM OF A 4-INCH WHITE PLASTIC PIPE WITH A CAP ON IT.
 GD1746'IT IS 84 FEET NORTH OF THE CENTER OF WEST FOURTH STREET,
 GD1746'78 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FENCE
 GD1746'AROUND A POWER SUB-STATION AND 72 FEET EAST OF THE CENTER OF
 GD1746'FAIR BOULEVARD.
 GD1746'TO REACH FROM THE JUNCTION OF THIRD STREET AND FAIR
 GD1746'BOULEVARD, GO SOUTH ON FAIR BOULEVARD FOR 0.1 MILE TO THE
 GD1746'MARK ON THE LEFT.
 GD1746'
 GD1746'BM E 274, STAMPED---E 274 1976---, IS A STANDARD BENCH MARK
 GD1746'DISK CRIMPED TO THE TOP OF A 5/8-INCH COPPER ROD, 3 INCHES
 GD1746'BELOW GROUND AND ENCASED IN A 4-INCH PLASTIC PIPE WITH A CAP.
 GD1746'IT IS 1 FOOT NOWRTHWEST OF A METAL WITNESS POST, 1.9 FEET
 GD1746'SOUTHEAST OF MILE MARKER POST 26/27 AND 18 FEET SOUTHWEST
 GD1746'OF THE CENTER OF THE LEVEE ROAD.
 GD1746'TO REACH FROM THE STATION, GO NORTHWEST ALONG THE TOP OF THE
 GD1746'LEVEE FOR 1.5 MILES TO THE MARK ON THE LEFT.
 GD1746'
 GD1746'A 1/2-INCH REINFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 GD1746'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.0 METERS
 GD1746
 GD1746                          STATION RECOVERY (2004)
 GD1746
 GD1746'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0966 ***********************************************************************
 HC0966  DESIGNATION -  FRANCIS
 HC0966  PID         -  HC0966
 HC0966  STATE/COUNTY-  MO/WAYNE
 HC0966  USGS QUAD   -  SHOOK (1985)
 HC0966
 HC0966                         *CURRENT SURVEY CONTROL
 HC0966  ___________________________________________________________________
 HC0966* NAD 83(1997)-  37 00 46.51690(N)    090 22 27.38624(W)     ADJUSTED  
 HC0966* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 HC0966  ___________________________________________________________________
 HC0966  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 HC0966  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HC0966
 HC0966  HORZ ORDER  -  THIRD
 HC0966
 HC0966.The horizontal coordinates were established by classical geodetic methods
 HC0966.and adjusted by the National Geodetic Survey in February 2000..
 HC0966
 HC0966.The orthometric height was scaled from a topographic map.
 HC0966
 HC0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0966
 HC0966.The geoid height was determined by GEOID03.
 HC0966
 HC0966;                    North         East     Units Scale Factor Converg.
 HC0966;SPC MO E     -   130,893.861   261,188.448   MT  0.99993487   +0 04 32.5
 HC0966;UTM  15      - 4,099,529.487   733,609.945   MT  1.00027235   +1 34 53.0
 HC0966
 HC0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0966!SPC MO E     -   0.99997478  x   0.99993487  =   0.99990965
 HC0966!UTM  15      -   0.99997478  x   1.00027235  =   1.00024712
 HC0966
 HC0966:                Primary Azimuth Mark                     Grid Az
 HC0966:SPC MO E     -  FRANCIS RM 3                             030 44 59.1
 HC0966:UTM  15      -  FRANCIS RM 3                             029 14 38.6
 HC0966
 HC0966|---------------------------------------------------------------------|
 HC0966| PID    Reference Object                     Distance      Geod. Az  |
 HC0966|                                                           dddmmss.s |
 HC0966| CI3642 FRANCIS RM 3                                       0304931.6 |
 HC0966| CI3640 FRANCIS RM 1                         19.905 METERS 09006     |
 HC0966| GE0976 FLATWOOD                            APPROX. 7.7 KM 2012423.4 |
 HC0966| CI3641 FRANCIS RM 2                         25.887 METERS 35611     |
 HC0966|---------------------------------------------------------------------|
 HC0966
 HC0966                          SUPERSEDED SURVEY CONTROL
 HC0966
 HC0966  NAD 83(1997)-  37 00 46.52159(N)    090 22 27.38684(W) AD(       ) 3
 HC0966  NAD 83(1986)-  37 00 46.52836(N)    090 22 27.38626(W) AD(       ) 3
 HC0966  NAD 27      -  37 00 46.34260(N)    090 22 26.98880(W) AD(       ) 3
 HC0966
 HC0966.Superseded values are not recommended for survey control.
 HC0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0966.See file dsdata.txt to determine how the superseded data were derived.
 HC0966
 HC0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3361099529(NAD 83)
 HC0966_MARKER: DS = TRIANGULATION STATION DISK
 HC0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0966_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0966+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2005
 HC0966
 HC0966  HISTORY     - Date     Condition        Report By
 HC0966  HISTORY     - 1963     MONUMENTED       CGS
 HC0966  HISTORY     - 20050316 GOOD             USACE
 HC0966
 HC0966                          STATION DESCRIPTION
 HC0966
 HC0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0966'LOCATED ABOUT 9 MILES SOUTHEAST OF GREENVILLE, 1 MILE NORTHEAST
 HC0966'OF WAPPAPELLO LAKE, IN THE SE CORNER OF SEC. 2, T-27-N,
 HC0966'R-6-E, AND ON ROAD RIGHT-OF-WAY.  IT IS 90 FEET SOUTH OF
 HC0966'A POWER POLE, 35 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 HC0966'ROAD, 18 FEET NORTH OF A 15 INCH OAK TREE AND 5 FEET EAST
 HC0966'OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
 HC0966'DISK IS STAMPED FRANCIS 1963.
 HC0966'
 HC0966'TO REACH FROM THE CAUTION LIGHT ON U.S. HIGHWAY 67 IN GREENVILLE,
 HC0966'GO SOUTH ON HIGHWAY 67 FOR 1.3 MILES TO THE JUNCTION OF
 HC0966'COUNTY ROAD D.  TURN LEFT AND GO EASTERLY ON ROAD D FOR
 HC0966'3.9 MILES TO THE JUNCTION OF COUNTY ROAD BB.  TURN RIGHT
 HC0966'AND GO SOUTHERLY ON ROAD BB FOR 8.25 MILES TO A T-INTERSECTION
 HC0966'(AN OLD SCHOOL HOUSE ON THE RIGHT).  TURN LEFT AND GO EAST
 HC0966'AND NORTH ON THE GRAVELED ROAD FOR 0.65 MILE TO THE STATION
 HC0966'ON THE LEFT.
 HC0966'
 HC0966'TO REACH REFERENCE MARK 3 FROM THE STATION, CONTINUE NORTH
 HC0966'ON THE GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 HC0966'
 HC0966'REFERENCE MARK 1 IS 29 FEET EAST OF THE CENTERLINE OF THE
 HC0966'GRAVELED ROAD, 10 FEET SOUTH OF A 12 INCH OAK TREE AND 8
 HC0966'FEET NORTH OF A 12 INCH OAK TREE.  THE MONUMENT PROJECTS
 HC0966'7 INCHES AND THE DISK IS STAMPED FRANCIS NO 1 1963.
 HC0966'
 HC0966'REFERENCE MARK 2 IS 42 FEET WEST OF THE CENTERLINE OF THE
 HC0966'ROAD, 19 FEET EAST OF A 14 INCH OAK TREE AND 5 FEET SOUTH
 HC0966'OF THE POWER POLE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 HC0966'DISK IS STAMPED FRANCIS NO 2 1963.
 HC0966'
 HC0966'REFERENCE MARK 3 IS 109 FEET NORTH OF A POWER POLE, 42 FEET
 HC0966'NORTHWEST OF A 30 INCH OAK TREE, 28 FEET EAST OF THE CENTERLINE
 HC0966'OF THE ROAD, AND 1 FOOT EAST OF A WITNESS POST.  THE MONUMENT
 HC0966'PROJECTS 3 INCHES AND THE DISK IS STAMPED FRANCIS NO 3 1963.
 HC0966'
 HC0966'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC0966
 HC0966                          STATION RECOVERY (2005)
 HC0966
 HC0966'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 HC0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0635 ***********************************************************************
 KC0635  DESIGNATION -  FRANKFORD
 KC0635  PID         -  KC0635
 KC0635  STATE/COUNTY-  MO/PIKE
 KC0635  USGS QUAD   -  HANNIBAL SE (1991)
 KC0635
 KC0635                         *CURRENT SURVEY CONTROL
 KC0635  ___________________________________________________________________
 KC0635* NAD 83(1997)-  39 31 24.21364(N)    091 18 54.39524(W)     ADJUSTED  
 KC0635* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 KC0635  ___________________________________________________________________
 KC0635  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KC0635  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KC0635
 KC0635  HORZ ORDER  -  FIRST
 KC0635
 KC0635.The horizontal coordinates were established by classical geodetic methods
 KC0635.and adjusted by the National Geodetic Survey in February 2000..
 KC0635
 KC0635.The orthometric height was scaled from a topographic map.
 KC0635
 KC0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0635
 KC0635.The geoid height was determined by GEOID03.
 KC0635
 KC0635;                    North         East     Units Scale Factor Converg.
 KC0635;SPC MO E     -   409,851.487   179,917.346   MT  0.99999378   -0 31 07.5
 KC0635;UTM  15      - 4,376,215.974   644,820.639   MT  0.99985822   +1 04 20.8
 KC0635
 KC0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0635!SPC MO E     -   0.99997309  x   0.99999378  =   0.99996687
 KC0635!UTM  15      -   0.99997309  x   0.99985822  =   0.99983131
 KC0635
 KC0635:                Primary Azimuth Mark                     Grid Az
 KC0635:SPC MO E     -  FRANKFORD AZ MK                          069 20 01.7
 KC0635:UTM  15      -  FRANKFORD AZ MK                          067 44 33.4
 KC0635
 KC0635|---------------------------------------------------------------------|
 KC0635| PID    Reference Object                     Distance      Geod. Az  |
 KC0635|                                                           dddmmss.s |
 KC0635| CL8535 FRANKFORD AZ MK                                    0684854.2 |
 KC0635| CL8538 FRANKFORD RM 3                       22.265 METERS 12325     |
 KC0635| CL8536 FRANKFORD RM 1                       22.604 METERS 13515     |
 KC0635| KC0658 FRANKFORT RADIO KAE 38 MAST         APPROX. 9.5 KM 2283501.7 |
 KC0635| KC0637 NEW LONDON RADIO KAA 308 MAST       APPROX. 9.2 KM 3060308.1 |
 KC0635| KC0638 NEW LONDON MUNICIPAL TANK           APPROX. 9.4 KM 3103050.0 |
 KC0635| CL8537 FRANKFORD RM 2                       16.808 METERS 35535     |
 KC0635|---------------------------------------------------------------------|
 KC0635
 KC0635                          SUPERSEDED SURVEY CONTROL
 KC0635
 KC0635  NAD 83(1997)-  39 31 24.21455(N)    091 18 54.39603(W) AD(       ) 1
 KC0635  NAD 83(1997)-  39 31 24.21928(N)    091 18 54.39609(W) AD(       ) 1
 KC0635  NAD 83(1986)-  39 31 24.21932(N)    091 18 54.39595(W) AD(       ) 1
 KC0635  NAD 27      -  39 31 24.05700(N)    091 18 53.86330(W) AD(       ) 1
 KC0635
 KC0635.Superseded values are not recommended for survey control.
 KC0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0635.See file dsdata.txt to determine how the superseded data were derived.
 KC0635
 KC0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD4482176216(NAD 83)
 KC0635_MARKER: DS = TRIANGULATION STATION DISK
 KC0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0635
 KC0635  HISTORY     - Date     Condition        Report By
 KC0635  HISTORY     - 1958     MONUMENTED       CGS
 KC0635  HISTORY     - 1967     GOOD             CGS
 KC0635
 KC0635                          STATION DESCRIPTION
 KC0635
 KC0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 KC0635'THE STATION IS ABOUT 6 MILES SOUTHEAST OF NEW LONDON, 2 MILES
 KC0635'NORTH OF FRANKFORD AND ON ROAD RIGHT-OF-WAY.  IT IS 27 FEET WEST
 KC0635'OF THE CENTERLINE OF COUNTY ROAD ZZ, 6 FEET NORTH OF A WHITE
 KC0635'WITNESS POST AND 3 FEET EAST OF THE EAST EDGE OF A CULTIVATED
 KC0635'FIELD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 KC0635'FRANKFORD 1958.
 KC0635'
 KC0635'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 KC0635'COUNTY ROAD ZZ AT THE NORTHEAST EDGE OF FRANKFORD, GO NORTH ON
 KC0635'ROAD ZZ FOR 1.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 KC0635'
 KC0635'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND EAST
 KC0635'ON ROAD ZZ FOR 0.3 MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 KC0635'
 KC0635'REFERENCE MARK 1 IS 22 FEET EAST OF THE CENTERLINE OF THE ROAD
 KC0635'AND 1 FOOT WEST OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES
 KC0635'AND THE DISK IS STAMPED FRANKFORD NO 1 1958.
 KC0635'
 KC0635'REFERENCE MARK 2 IS 28 FEET WEST OF THE CENTERLINE OF THE ROAD
 KC0635'AND 2 FEET EAST OF THE EAST EDGE OF THE FIELD.  THE MONUMENT
 KC0635'PROJECTS 2 INCHES AND THE DISK IS STAMPED FRANKFORD NO 2 1958.
 KC0635'
 KC0635'THE AZIMUTH MARK IS 32 FEET WEST OF A FENCE, 30 FEET EAST OF THE
 KC0635'CENTERLINE OF THE ROAD AND 2 FEET SOUTHWEST OF A WHITE WITNESS
 KC0635'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KC0635'FRANKFORD 1958.
 KC0635'
 KC0635'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KC0635
 KC0635                          STATION RECOVERY (1967)
 KC0635
 KC0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KC0635'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 KC0635'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 KC0635'1 WAS RECOVERED BUT THE TOP WAS BROKEN OFF.
 KC0635'
 KC0635'REFERENCE MARK NO. 3 WAS SET.
 KC0635'
 KC0635'FOLLOWING IS A COMPLETE DESCRIPTION.
 KC0635'
 KC0635'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 KC0635'COUNTY ROAD ZZ AT THE NORTHEAST EDGE OF FRANKFORD, GO NORTHERLY
 KC0635'ON COUNTY ROAD ZZ FOR 1.4 MILES TO THE STATION ON THE LEFT.
 KC0635'
 KC0635'STATION MARK, A STANDARD DISK STAMPED FRANKFORD 1958, IS SET IN
 KC0635'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 KC0635'OF THE GROUND.  IT IS 27.5 FEET WEST OF THE CENTER OF COUNTY ROAD
 KC0635'ZZ, 8 FEET EAST OF A FENCE, AND 7.5 FEET EAST OF A METAL WITNESS
 KC0635'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KC0635'
 KC0635'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FRANKFORD NO. 2
 KC0635'1958, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 KC0635'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 33.5 FEET WEST OF
 KC0635'THE CENTER OF COUNTY ROAD ZZ AND 3.5 FEET EAST OF A FENCE.
 KC0635'
 KC0635'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FRANKFORD 1958
 KC0635'NO. 3 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KC0635'PROJECTS 4 INCHES.  IT IS 34 FEET EAST OF THE CENTER OF COUNTY
 KC0635'ROAD ZZ AND 1 FOOT WEST OF A FENCE.
 KC0635'
 KC0635'AZIMUTH MARK, A STANDARD DISK STAMPED FRANKFORD 1958, IS SET IN
 KC0635'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 KC0635'OF THE GROUND.  IT IS ABOUT 125 FEET SOUTHEAST OF THE HIGHWAY,
 KC0635'61.5 FEET NORTH OF A CORNER FENCE POST AT A JOG IN THE
 KC0635'RIGHT-OF-WAY FENCELINE, 3 FEET EAST OF A METAL WITNESS POST, AND
 KC0635'2 FEET EAST OF A FENCE.
 KC0635'
 KC0635'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND THEN
 KC0635'EAST ON COUNTY ROAD ZZ FOR 0.4 MILE TO A TRACK ROAD ON THE RIGHT.
 KC0635'TURN RIGHT AND GO SOUTH FOR ABOUT 0.05 MILE TO THE MARK ON THE
 KC0635'LEFT.
 KC0635'
 KC0635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 KC0635'NORTH OF FRANKFORD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0658 ***********************************************************************
 KC0658  DESIGNATION -  FRANKFORT RADIO KAE 38 MAST
 KC0658  PID         -  KC0658
 KC0658  STATE/COUNTY-  MO/PIKE
 KC0658  USGS QUAD   -  SPENCERBURG (1973)
 KC0658
 KC0658                         *CURRENT SURVEY CONTROL
 KC0658  ___________________________________________________________________
 KC0658* NAD 83(1997)-  39 28 01.20070(N)    091 23 51.16475(W)     ADJUSTED  
 KC0658* NAVD 88     -                                                        
 KC0658  ___________________________________________________________________
 KC0658  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 KC0658  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KC0658
 KC0658  HORZ ORDER  -  THIRD
 KC0658
 KC0658.The horizontal coordinates were established by classical geodetic methods
 KC0658.and adjusted by the National Geodetic Survey in February 2000..
 KC0658
 KC0658
 KC0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0658
 KC0658.The geoid height was determined by GEOID03.
 KC0658
 KC0658;                    North         East     Units Scale Factor Converg.
 KC0658;SPC MO E     -   403,658.204   172,767.061   MT  1.00000675   -0 34 13.9
 KC0658;UTM  15      - 4,369,827.632   637,846.055   MT  0.99983395   +1 01 07.4
 KC0658
 KC0658                          SUPERSEDED SURVEY CONTROL
 KC0658
 KC0658  NAD 83(1997)-  39 28 01.20189(N)    091 23 51.16604(W) AD(       ) 4
 KC0658  NAD 83(1986)-  39 28 01.20623(N)    091 23 51.16635(W) AD(       ) 4
 KC0658  NAD 27      -  39 28 01.04400(N)    091 23 50.62800(W) AD(       ) 3
 KC0658
 KC0658.Superseded values are not recommended for survey control.
 KC0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0658.See file dsdata.txt to determine how the superseded data were derived.
 KC0658
 KC0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD3784669828(NAD 83)
 KC0658_MARKER: 42 = RADIO/TV MAST
 KC0658
 KC0658  HISTORY     - Date     Condition        Report By
 KC0658  HISTORY     - 1958     FIRST OBSERVED   CGS
 KC0658
 KC0658                          STATION DESCRIPTION
 KC0658
 KC0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 KC0658'THE STATION IS THE CENTER OF THE SOUTHERN PART OF A TWIN MAST
 KC0658'OWNED AND OPERATED BY THE PAN-HANDLE EASTERN PIPELINE COMPANY.
 KC0658'THE MASTS ARE UNIFORM CROSS-SECTION STEEL STRUCTURES PAINTED
 KC0658'ORANGE AND WHITE.  THE HEIGHT IS 250 FEET.
 KC0658'
 KC0658'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF FRANKFORD.
 KC0658'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 KC0658'COUNTY ROAD C, NORTHEAST OF FRANKFORD, GO SOUTHWEST ON COUNTY
 KC0658'ROAD C FOR 2.2 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 KC0658'WESTERLY ON COUNTY ROAD C FOR 2.8 MILES TO THE END OF THE
 KC0658'SURFACED ROAD.  CONTINUE WESTERLY ON THE GRAVELED ROAD FOR 0.55
 KC0658'MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0199 ***********************************************************************
 KD0199  DESIGNATION -  FRANKFURT
 KD0199  PID         -  KD0199
 KD0199  STATE/COUNTY-  MO/SALINE
 KD0199  USGS QUAD   -  CAMBRIDGE (1978)
 KD0199
 KD0199                         *CURRENT SURVEY CONTROL
 KD0199  ___________________________________________________________________
 KD0199* NAD 83(1986)-  39 16 59.     (N)    092 59 40.     (W)     SCALED    
 KD0199* NAVD 88     -       238.552  (meters)     782.65   (feet)  ADJUSTED  
 KD0199  ___________________________________________________________________
 KD0199  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KD0199  DYNAMIC HT  -         238.408 (meters)     782.18  (feet)  COMP
 KD0199  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 KD0199
 KD0199  VERT ORDER  -  FIRST     CLASS II
 KD0199
 KD0199.The horizontal coordinates were scaled from a topographic map and have
 KD0199.an estimated accuracy of +/- 6 seconds.
 KD0199
 KD0199.The orthometric height was determined by differential leveling
 KD0199.and adjusted by the National Geodetic Survey in June 1991..
 KD0199
 KD0199.The geoid height was determined by GEOID03.
 KD0199
 KD0199.The dynamic height is computed by dividing the NAVD 88
 KD0199.geopotential number by the normal gravity value computed on the
 KD0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0199.degrees latitude (g = 980.6199 gals.).
 KD0199
 KD0199.The modeled gravity was interpolated from observed gravity values.
 KD0199
 KD0199;                    North         East    Units  Estimated Accuracy
 KD0199;SPC MO C     -   382,970.      457,340.      MT  (+/- 180 meters Scaled)
 KD0199
 KD0199                          SUPERSEDED SURVEY CONTROL
 KD0199
 KD0199  NGVD 29 (??/??/92)  238.527  (m)          782.57   (f) ADJ UNCH    1 2
 KD0199
 KD0199.Superseded values are not recommended for survey control.
 KD0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0199.See file dsdata.txt to determine how the superseded data were derived.
 KD0199
 KD0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD004481(NAD 83)
 KD0199_MARKER: P = PIPE CAP
 KD0199_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0199_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0199
 KD0199  HISTORY     - Date     Condition        Report By
 KD0199  HISTORY     - UNK      MONUMENTED       MORC
 KD0199  HISTORY     - 1948     GOOD             NGS
 KD0199
 KD0199                          STATION DESCRIPTION
 KD0199
 KD0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0199'2.2 MI SE FROM NEW FRANKFORT.
 KD0199'1.75 MILE SOUTH ALONG COUNTY ROAD M FROM THE EVANGELICAL CHURCH
 KD0199'AT NEW FRANKFORT, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE
 KD0199'0.2 MILE NORTH ALONG A DIRT ROAD, AT A CURVE IN THE ROAD, AT THE
 KD0199'FARM HOME OF CHARLIE BRIGHTWELL, ABOUT 10.0 FEET ABOVE THE
 KD0199'SURFACE OF THE ROAD AND IN THE SOUTHEAST CORNER OF A PASTURE,
 KD0199'189.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FARM HOUSE,
 KD0199'34.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 24.0 FEET NORTH
 KD0199'OF THE NORTHEAST CORNER POST IN A FENCE LINE AROUND A GARDEN,
 KD0199'3.6 FEET WEST OF A 4 X 4 REFERENCE POST, A MISSOURI RIVER
 KD0199'COMMISSION CAP BOLTED ON TOP OF AN IRON PIPE WHICH IS FLUSH
 KD0199'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9081 ***********************************************************************
 AI9081  DESIGNATION -  FRANKLIN RESET
 AI9081  PID         -  AI9081
 AI9081  STATE/COUNTY-  MO/HOWARD
 AI9081  USGS QUAD   -  BOONVILLE (1979)
 AI9081
 AI9081                         *CURRENT SURVEY CONTROL
 AI9081  ___________________________________________________________________
 AI9081* NAD 83(1997)-  38 59 58.77924(N)    092 44 21.07692(W)     ADJUSTED  
 AI9081* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 AI9081  ___________________________________________________________________
 AI9081  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AI9081  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AI9081
 AI9081  HORZ ORDER  -  THIRD
 AI9081
 AI9081.The horizontal coordinates were established by classical geodetic methods
 AI9081.and adjusted by the National Geodetic Survey in February 2000..
 AI9081
 AI9081.The orthometric height was scaled from a topographic map.
 AI9081
 AI9081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9081
 AI9081.The geoid height was determined by GEOID03.
 AI9081
 AI9081;                    North         East     Units Scale Factor Converg.
 AI9081;SPC MO C     -   351,420.366   479,281.271   MT  0.99993862   -0 09 01.9
 AI9081;UTM  15      - 4,316,771.301   522,584.290   MT  0.99960628   +0 09 50.9
 AI9081
 AI9081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9081!SPC MO C     -   0.99997674  x   0.99993862  =   0.99991536
 AI9081!UTM  15      -   0.99997674  x   0.99960628  =   0.99958303
 AI9081
 AI9081:                Primary Azimuth Mark                     Grid Az
 AI9081:SPC MO C     -  NEW FRANKLIN MUNICIPAL TANK              004 01 30.3
 AI9081:UTM  15      -  NEW FRANKLIN MUNICIPAL TANK              003 42 37.5
 AI9081
 AI9081|---------------------------------------------------------------------|
 AI9081| PID    Reference Object                     Distance      Geod. Az  |
 AI9081|                                                           dddmmss.s |
 AI9081| KD1083 NEW FRANKLIN MUNICIPAL TANK         APPROX. 1.9 KM 0035228.4 |
 AI9081| AH9098 FRANKLIN AZ MK                                     0064310.0 |
 AI9081| CN6900 FRANKLIN RM 1                        16.057 METERS 04323     |
 AI9081| JD2611 BOONVILLE MO PWR LT CO STACK        APPROX. 2.6 KM 1472852.1 |
 AI9081| JD2609 TT 46 C                              21.622 METERS 15052     |
 AI9081| JD2605 BOONVILLE MUNICIPAL TANK            APPROX. 4.1 KM 1830103.6 |
 AI9081| JD2638 BOONVILLE HARLEY PARK MUN TANK      APPROX. 3.5 KM 2102121.7 |
 AI9081| JD2636 BOONVILLE PE PIPELINE CO MAST       APPROX. 4.9 KM 2120804.4 |
 AI9081| CN6901 FRANKLIN RM 2                        16.094 METERS 26606     |
 AI9081|---------------------------------------------------------------------|
 AI9081
 AI9081                          SUPERSEDED SURVEY CONTROL
 AI9081
 AI9081  NAD 83(1986)-  38 59 58.78697(N)    092 44 21.08070(W) AD(       ) 3
 AI9081
 AI9081.Superseded values are not recommended for survey control.
 AI9081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9081.See file dsdata.txt to determine how the superseded data were derived.
 AI9081
 AI9081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2258416771(NAD 83)
 AI9081_MARKER: DS = TRIANGULATION STATION DISK
 AI9081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9081_STAMPING: FRANKLIN 1949 1980
 AI9081_MARK LOGO: NGS   
 AI9081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI9081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9081+STABILITY: SURFACE MOTION
 AI9081
 AI9081  HISTORY     - Date     Condition        Report By
 AI9081  HISTORY     - 1980     MONUMENTED       CGS
 AI9081
 AI9081                          STATION DESCRIPTION
 AI9081
 AI9081'DESCRIBED BY COAST AND GEODETIC SURVEY 1980 (MEW)
 AI9081'THE UNDERGROUND STATION MARK AND TT 46C USGS WERE RECOVERED IN GOOD
 AI9081'CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 AI9081'FOUND DESTROYED.  THE AZIMUTH MARK WAS FOUND OBVIOUSLY DISTURBED BUT
 AI9081'IT IS STILL SOLID.  THIS MARK WAS RE-STAMPED AND RE-ESTABLISHED AS A
 AI9081'NEW AZIMUTH MARK.  THE UNDERGROUND STATION MARK WAS LOWERED TO 48
 AI9081'INCHES BELOW THE SURFACE AND A NEW SURFACE MARK WAS SET, BUT LEFT 24
 AI9081'INCHES BELOW THE SURFACE SO IT WOULD NOT INTERFERE WITH FARMING
 AI9081'OPERATIONS.  REFERENCE MARK 3 WAS ESTABLISHED.  THE NEW FRANKLIN
 AI9081'MUNICIPAL WATER TANK IS NO LONGER GROUND VISIBLE.  THE DIRECTION TO TT
 AI9081'46C USGS WAS 58 SECONDS LARGER THAN 1949 DATA AND THE DISTANCE WAS
 AI9081'0.001 M (0.003 FT) LONGER.  IT WAS NOTED THE STAMPING, AS LISTED IN
 AI9081'THE ORIGINAL DESCRIPTION, IS IN ERROR.  A NEW AND COMPLETE DESCRIPTION
 AI9081'FOLLOWS.  THE STATION IS LOCATED ABOUT 1.50 MI (2.41 KM) NORTHEAST OF
 AI9081'BOONVILLE, 1 MI (1.6 KM) SOUTH OF NEW FRANKLIN, AT THE JUNCTION OF US
 AI9081'HIGHWAY 40 AND STATE HIGHWAY 5 AND ON PROPERTY OWNED BY ALLEN LIETZKI,
 AI9081'116 CHANCELLOR STREET, NEW FRANKLIN, MISSOURI 65274.  TO REACH THE
 AI9081'STATION FROM THE NORTH END OF THE BRIDGE OF US HIGHWAY 40 AND STATE
 AI9081'HIGHWAY 5 OVER THE MISSOURI RIVER, AT BOONVILLE, GO EAST ON THE
 AI9081'HIGHWAYS FOR 1.1 MI (1.8 KM) TO WHERE STATE HIGHWAY 5 TURNS NORTH, US
 AI9081'HIGHWAY 40 CONTINUES EAST AND THE STATION ON THE LEFT, ABOUT MIDWAY
 AI9081'THROUGH THE CURVE IN HIGHWAY 5.  TO REACH THE AZIMUTH MARK FROM THE
 AI9081'STATION, GO NORTH ON HIGHWAY 5, FOR 0.3 MI (0.5 KM) TO THE MARK ON THE
 AI9081'LEFT.  THE STATION MARKS ARE STANDARD DISKS, STAMPED FRANKLIN 1949
 AI9081'1980.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST,
 AI9081'THAT IS 24 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 AI9081'SET IN AN IRREGULAR MASS OF CONCRETE, 48 INCHES BELOW THE GROUND
 AI9081'SURFACE.  THE MARKS ARE 116.5 FT (35.5 M) NORTHEAST OF A POWERLINE
 AI9081'POLE WITH A TRANSFORMER, 99 FT (30.2 M) NORTH OF THE CENTERLINE OF US
 AI9081'HIGHWAY 40, 77.8 FT (23.7 M) EAST OF A WITNESS POST, 41.0 FT (12.5 M)
 AI9081'NORTHWEST OF THE CENTERLINE OF HIGHWAY 5 AND 11.2 FT (3.4 M) WEST
 AI9081'NORTHWEST OF A WITNESS POST.  REBAR WAS PLACED IN EACH MARK.
 AI9081'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FRANKLIN 1949 NO 3 1980,
 AI9081'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH GROUND
 AI9081'LOCATED 88 FT (26.8 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY 5, 80.8
 AI9081'FT (24.6 M) NORTHEAST OF THE POWERLINE POLE WITH A TRANSFORMER AND 2.3
 AI9081'FT (0.7 M) SOUTHEAST OF A WITNESS POST.  REBAR WAS PLACED IN THE MARK.
 AI9081'TT 46C USGS IS A BRONZE DISK OF THE US GEOLOGICAL SURVEY, CEMENTED
 AI9081'INTO A DRILLED HOLE AT THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF
 AI9081'A CONCRETE CULVERT UNDER HIGHWAY 5 AND STAMPED TT 46 C 1936.  IT IS
 AI9081'108.4 FT (33.0 M) WEST OF A JUNCTION POWERLINE POLE, 28.5 FT (8.7 M)
 AI9081'NORTH OF THE CENTERLINE OF HIGHWAY 40 AND 25.0 FT (7.6 M) SOUTHEAST OF
 AI9081'THE CENTERLINE OF HIGHWAY 5.  AZIMUTH MARK IS A STANDARD DISK, STAMPED
 AI9081'FRANKLIN 1949 1980, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 AI9081'PROJECTS 5 INCHES AND LEANS TO THE EAST.  IT IS 41.8 FT (12.7 M) SOUTH
 AI9081'OF A POWERLINE POLE, 39.5 FT (12.0 M) WEST OF THE CENTERLINE OF
 AI9081'HIGHWAY 5, 4.0 FT (1.2 M) SOUTH SOUTHWEST OF A TELEPHONE LINE POLE AND
 AI9081'1.8 FT (0.5 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1331 ***********************************************************************
 KE1331  DESIGNATION -  FRAZIER
 KE1331  PID         -  KE1331
 KE1331  STATE/COUNTY-  MO/RAY
 KE1331  USGS QUAD   -  CAMDEN (1978)
 KE1331
 KE1331                         *CURRENT SURVEY CONTROL
 KE1331  ___________________________________________________________________
 KE1331* NAD 83(1997)-  39 11 36.03841(N)    094 01 38.85817(W)     ADJUSTED  
 KE1331* NAVD 88     -       238.     (meters)     781.     (feet)  VERTCON   
 KE1331  ___________________________________________________________________
 KE1331  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 KE1331  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1331
 KE1331  HORZ ORDER  -  SECOND
 KE1331
 KE1331.The horizontal coordinates were established by classical geodetic methods
 KE1331.and adjusted by the National Geodetic Survey in February 2000..
 KE1331
 KE1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1331
 KE1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1331
 KE1331.The geoid height was determined by GEOID03.
 KE1331
 KE1331;                    North         East     Units Scale Factor Converg.
 KE1331;SPC MO W     -   336,019.040   890,820.444   MT  0.99996169   +0 17 55.0
 KE1331;UTM  15      - 4,338,735.307   411,272.058   MT  0.99969693   -0 38 57.6
 KE1331
 KE1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1331!SPC MO W     -   0.99996777  x   0.99996169  =   0.99992946
 KE1331!UTM  15      -   0.99996777  x   0.99969693  =   0.99966471
 KE1331
 KE1331:                Primary Azimuth Mark                     Grid Az
 KE1331:SPC MO W     -  LEXINGTON WATER TANK                     091 06 23.3
 KE1331:UTM  15      -  LEXINGTON WATER TANK                     092 03 15.9
 KE1331
 KE1331|---------------------------------------------------------------------|
 KE1331| PID    Reference Object                     Distance      Geod. Az  |
 KE1331|                                                           dddmmss.s |
 KE1331| KD1271 LEXINGTON WATER TANK                APPROX.12.9 KM 0912418.3 |
 KE1331| KD1265 WELLINGTON MUNICIPAL TANK           APPROX. 7.6 KM 1520814.8 |
 KE1331|---------------------------------------------------------------------|
 KE1331
 KE1331                          SUPERSEDED SURVEY CONTROL
 KE1331
 KE1331  NAD 83(1997)-  39 11 36.03879(N)    094 01 38.85988(W) AD(       ) 2
 KE1331  NAD 83(1986)-  39 11 36.04427(N)    094 01 38.85714(W) AD(       ) 2
 KE1331  NAD 27      -  39 11 36.01836(N)    094 01 38.04292(W) AD(       ) 2
 KE1331  NGVD 29 (07/19/86)  238.     (m)          781.     (f) VERT ANG       
 KE1331
 KE1331.Superseded values are not recommended for survey control.
 KE1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1331.See file dsdata.txt to determine how the superseded data were derived.
 KE1331
 KE1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1127238735(NAD 83)
 KE1331_MARKER: DD = SURVEY DISK
 KE1331_SETTING: 0 = UNSPECIFIED SETTING
 KE1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1331
 KE1331  HISTORY     - Date     Condition        Report By
 KE1331  HISTORY     - 1974     MONUMENTED       USE
 KE1331
 KE1331                          STATION DESCRIPTION
 KE1331
 KE1331'DESCRIBED BY US ENGINEERS 1974
 KE1331'RAY CO., MO., T-51-N, R-28-W, ABOUT 500 FT N. OF THE S 1/4 CORNER,
 KE1331'SECTION 27, ON PROPERTY OWNED BY MR. JESS FRAZIER.  THE STATION
 KE1331'IS LOCATED IN MR. FRAZIERS FRONT YARD AT BLUFFS EDGE AND
 KE1331'OVERLOOKING HWY. 210.  A C OF E DISC STAMPED FRAZIER-1974 AND SET
 KE1331'IN THE TOP OF A CONCRETE POST 0.1 FT BELOW THE GROUND SURFACE.
 KE1331'MR. FRAZIER GAVE VERBAL PERMISSION TO SET THIS STATION.
 KE1331'
 KE1331'TO REACH--FROM THE INTERSECTION OF HWY. 210 AND MISSOURI ST. IN
 KE1331'CAMDEN, MO., GO WEST ON HWY. 210 0.2 MILE TO PRIVATE DRIVE
 KE1331'RIGHT.  THENCE RIGHT (NORTH) 0.1 MILE TO PRIVATE DRIVE LEFT.  TURN
 KE1331'LEFT AND GO 0.12 MILE TO THE STATION LOCATED STRAIGHT AHEAD.
 KE1331'
 KE1331'REFERENCES--5.0 FT W. TO STEEL POST AND SIGN.
 KE1331'
 KE1331'50.39 FT W. TO SHINER IN 6 IN COTTONWOOD.
 KE1331'
 KE1331'42.05 FT NNW. TO SHINER IN 12 IN COTTONWOOD.
 KE1331'
 KE1331'27.48 FT N. TO THE SW. CORNER OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0925 ***********************************************************************
 HC0925  DESIGNATION -  FREDERICKTOWN MUNICIPAL TANK
 HC0925  PID         -  HC0925
 HC0925  STATE/COUNTY-  MO/MADISON
 HC0925  USGS QUAD   -  FREDERICKTOWN (1980)
 HC0925
 HC0925                         *CURRENT SURVEY CONTROL
 HC0925  ___________________________________________________________________
 HC0925* NAD 83(1997)-  37 33 18.04975(N)    090 17 44.85660(W)     ADJUSTED  
 HC0925* NAVD 88     -                                                        
 HC0925  ___________________________________________________________________
 HC0925  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 HC0925  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HC0925
 HC0925  HORZ ORDER  -  THIRD
 HC0925
 HC0925.The horizontal coordinates were established by classical geodetic methods
 HC0925.and adjusted by the National Geodetic Survey in February 2000..
 HC0925
 HC0925
 HC0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0925
 HC0925.The geoid height was determined by GEOID03.
 HC0925
 HC0925;                    North         East     Units Scale Factor Converg.
 HC0925;SPC MO E     -   191,065.092   268,042.601   MT  0.99993734   +0 07 28.1
 HC0925;UTM  15      - 4,159,882.124   738,872.542   MT  1.00030290   +1 38 56.6
 HC0925
 HC0925                          SUPERSEDED SURVEY CONTROL
 HC0925
 HC0925  NAD 83(1997)-  37 33 18.05579(N)    090 17 44.85631(W) AD(       ) 4
 HC0925  NAD 83(1986)-  37 33 18.06180(N)    090 17 44.85501(W) AD(       ) 4
 HC0925  NAD 27      -  37 33 17.87800(N)    090 17 44.42900(W) AD(       ) 3
 HC0925
 HC0925.Superseded values are not recommended for survey control.
 HC0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0925.See file dsdata.txt to determine how the superseded data were derived.
 HC0925
 HC0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3887359882(NAD 83)
 HC0925_MARKER: 51 = TANK
 HC0925
 HC0925  HISTORY     - Date     Condition        Report By
 HC0925  HISTORY     - 1938     FIRST OBSERVED   CGS
 HC0925  HISTORY     - 1963     GOOD             CGS
 HC0925
 HC0925                          STATION DESCRIPTION
 HC0925
 HC0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0925'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 HC0925'TANK OF FREDERICKTOWN, MISSOURI, A STEEL STRUCTURE PAINTED
 HC0925'SILVER, APPROXIMATELY 100 FEET HIGH, LOCATED AT THE EAST EDGE
 HC0925'OF TOWN.
 HC0925'
 HC0925'OBSERVED UPON FROM TRIANGULATION STATIONS- FREDERICKTOWN
 HC0925'AND COTTENER.
 HC0925
 HC0925                          STATION RECOVERY (1963)
 HC0925
 HC0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0925'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1529 ***********************************************************************
 JC1529  DESIGNATION -  FREEBURG
 JC1529  PID         -  JC1529
 JC1529  STATE/COUNTY-  MO/OSAGE
 JC1529  USGS QUAD   -  FREEBURG (1981)
 JC1529
 JC1529                         *CURRENT SURVEY CONTROL
 JC1529  ___________________________________________________________________
 JC1529* NAD 83(1997)-  38 19 14.96887(N)    091 55 24.43689(W)     ADJUSTED  
 JC1529* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 JC1529  ___________________________________________________________________
 JC1529  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 JC1529  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JC1529
 JC1529  HORZ ORDER  -  SECOND
 JC1529
 JC1529.The horizontal coordinates were established by classical geodetic methods
 JC1529.and adjusted by the National Geodetic Survey in February 2000..
 JC1529
 JC1529.The orthometric height was scaled from a topographic map.
 JC1529
 JC1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1529
 JC1529.The geoid height was determined by GEOID03.
 JC1529
 JC1529;                    North         East     Units Scale Factor Converg.
 JC1529;SPC MO C     -   276,198.523   550,414.823   MT  0.99996462   +0 21 27.0
 JC1529;UTM  15      - 4,241,960.388   594,105.840   MT  0.99970906   +0 40 03.3
 JC1529
 JC1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1529!SPC MO C     -   0.99996212  x   0.99996462  =   0.99992675
 JC1529!UTM  15      -   0.99996212  x   0.99970906  =   0.99967120
 JC1529
 JC1529:                Primary Azimuth Mark                     Grid Az
 JC1529:SPC MO C     -  FREEBURG AZ MK                           026 57 25.5
 JC1529:UTM  15      -  FREEBURG AZ MK                           026 38 49.2
 JC1529
 JC1529|---------------------------------------------------------------------|
 JC1529| PID    Reference Object                     Distance      Geod. Az  |
 JC1529|                                                           dddmmss.s |
 JC1529| JC0943 FREEBURG AZ MK                                     0271852.5 |
 JC1529| JC0849 TTS 31 B                             35.334 METERS 07234     |
 JC1529| CN6902 FREEBURG RM 1                        30.114 METERS 17059     |
 JC1529| JC1528 FREEBURG HOLY FAM CH E STEEPLE      APPROX. 0.6 KM 1811505.4 |
 JC1529| JC1527 FREEBURG HOLY FAM CH W STEEPLE      APPROX. 0.6 KM 1822909.9 |
 JC1529| JC1530 FREEBURG 2                           21.782 METERS 20719     |
 JC1529| CN6903 FREEBURG RM 2                        23.272 METERS 28448     |
 JC1529|---------------------------------------------------------------------|
 JC1529
 JC1529                          SUPERSEDED SURVEY CONTROL
 JC1529
 JC1529  NAD 83(1986)-  38 19 14.98273(N)    091 55 24.43789(W) AD(       ) 2
 JC1529  NAD 27      -  38 19 14.83100(N)    091 55 23.82300(W) AD(       ) 2
 JC1529
 JC1529.Superseded values are not recommended for survey control.
 JC1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1529.See file dsdata.txt to determine how the superseded data were derived.
 JC1529
 JC1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC9410641960(NAD 83)
 JC1529_MARKER: DS = TRIANGULATION STATION DISK
 JC1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1529
 JC1529  HISTORY     - Date     Condition        Report By
 JC1529  HISTORY     - 1947     MONUMENTED       CGS
 JC1529  HISTORY     - 1961     SEE DESCRIPTION  CGS
 JC1529
 JC1529                          STATION DESCRIPTION
 JC1529
 JC1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1529'THE STATION IS LOCATED AT THE NORTH EDGE OF FREEBURG, ALONG THE
 JC1529'WEST SIDE OF US HIGHWAY NO. 63, AT THE JUNCTION OF A T ROAD WEST.
 JC1529'IT IS 17 FEET SOUTH OF EAST AND WEST FENCE LINE, 21 FEET WEST
 JC1529'OF THE NORTH AND SOUTH FENCELINE AND 22 FEET WEST-NORTHWEST OF A
 JC1529'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 JC1529'IS STAMPED FREEBURG 1947.
 JC1529'
 JC1529'REFERENCE MARK NO. 1 IS 98.80 FEET SOUTH-SOUTHEAST OF THE STATION,
 JC1529'1 FOOT WEST OF THE FENCE, 5 FEET NORTHEAST OF A TELEPHONE POLE AND
 JC1529'42 FEET WEST OF THE CENTERLINE OF US HIGHWAY NO. 63.  THE MARK
 JC1529'PROJECTS 4 INCHES AND THE DISK IS STAMPED FREEBURG NO 1 1947.
 JC1529'
 JC1529'REFERENCE MARK NO. 2 IS 76.35 FEET WEST-NORTHWEST OF THE STATION,
 JC1529'1 FOOT SOUTH OF THE FENCELINE, 16 FEET SOUTH OF THE CENTERLINE
 JC1529'OF GRAVELED ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 JC1529'STAMPED FREEBURG 1947 NO 2.
 JC1529'
 JC1529'AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF THE STATION, 1 FOOT
 JC1529'EAST OF THE FENCE, 4 FEET SOUTH OF A WITNESS POST, 5.5 FEET SOUTH
 JC1529'OF THE FENCE CORNER AND 69 FEET WEST OF THE CENTERLINE OF US
 JC1529'HIGHWAY NO. 63.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JC1529'STAMPED FREEBURG 1947.
 JC1529'
 JC1529'THE INTERSECTION OF THE T ROAD AND US HIGHWAY NO. 63 WAS TAKEN FOR
 JC1529'A PICTURE POINT.  IT IS 62.00 FEET NORTHEAST OF THE STATION.
 JC1529'
 JC1529'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FREEBURG
 JC1529'TO USGS BM TT 31 B 1932.  IT IS 115.92 FEET EAST-NORTHEAST OF THE
 JC1529'STATION, 31 FEET NORTH OF THE CENTERLINE OF DRIVEWAY, 36 FEET
 JC1529'EAST OF THE CENTERLINE OF US HIGHWAY NO. 63 AND 52 FEET WEST OF
 JC1529'THE SOUTHWEST CORNER OF A RED BRICK HOUSE.  THE MARK IS A USGS
 JC1529'BENCH MARK SET IN AN 8 X 8 INCH SQUARE CONCRETE POST WHICH
 JC1529'PROJECTS 3 INCHES AND STAMPED TT31 B 1932.
 JC1529'
 JC1529'TO REACH FROM THE BANK IN FREEBURG, GO NORTH ON US HIGHWAY NO. 63
 JC1529'0.35 MILE TO A T ROAD WEST AND STATION IN THE SOUTHWEST CORNER OF
 JC1529'INTERSECTION.  CONTINUE NORTH 0.25 MILE TO AZIMUTH ON THE LEFT.
 JC1529'
 JC1529'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JC1529
 JC1529                          STATION RECOVERY (1961)
 JC1529
 JC1529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JC1529'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JC1529'FOUND IN GOOD CONDITION.  CONSTRUCTION WORK ON COUNTY ROAD P
 JC1529'WILL DESTROY THE STATION AND BOTH REFERENCE MARKS.  THEY WERE
 JC1529'MOVED AND FREEBURG 2 WAS ESTABLISHED.  THE UNDERGROUND STATION
 JC1529'MARK FOR THIS STATION, FREEBURG 1947, WAS LEFT IN PLACE AND WILL
 JC1529'PROBABLY NOT BE DISTURBED, BUT IT WILL BE UNDER THE GRADE FOR NEW
 JC1529'COUNTY ROAD P.  FOR DETAILS, SEE THE DESCRIPTION FOR FREEBURG
 JC1529'2 WHICH WAS MOVED ON LINE AWAY FROM THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1530 ***********************************************************************
 JC1530  DESIGNATION -  FREEBURG 2
 JC1530  PID         -  JC1530
 JC1530  STATE/COUNTY-  MO/OSAGE
 JC1530  USGS QUAD   -  FREEBURG (1981)
 JC1530
 JC1530                         *CURRENT SURVEY CONTROL
 JC1530  ___________________________________________________________________
 JC1530* NAD 83(1997)-  38 19 14.34120(N)    091 55 24.84836(W)     ADJUSTED  
 JC1530* NAVD 88     -       275.518  (meters)     903.93   (feet)  ADJUSTED  
 JC1530  ___________________________________________________________________
 JC1530  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 JC1530  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JC1530  DYNAMIC HT  -         275.326 (meters)     903.30  (feet)  COMP
 JC1530  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 JC1530
 JC1530  HORZ ORDER  -  SECOND
 JC1530  VERT ORDER  -  FIRST     CLASS II
 JC1530
 JC1530.The horizontal coordinates were established by classical geodetic methods
 JC1530.and adjusted by the National Geodetic Survey in February 2000..
 JC1530
 JC1530.The orthometric height was determined by differential leveling
 JC1530.and adjusted by the National Geodetic Survey in June 1991..
 JC1530
 JC1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1530
 JC1530.The geoid height was determined by GEOID03.
 JC1530
 JC1530.The dynamic height is computed by dividing the NAVD 88
 JC1530.geopotential number by the normal gravity value computed on the
 JC1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1530.degrees latitude (g = 980.6199 gals.).
 JC1530
 JC1530.The modeled gravity was interpolated from observed gravity values.
 JC1530
 JC1530;                    North         East     Units Scale Factor Converg.
 JC1530;SPC MO C     -   276,179.108   550,404.949   MT  0.99996461   +0 21 26.7
 JC1530;UTM  15      - 4,241,940.925   594,096.074   MT  0.99970904   +0 40 03.0
 JC1530
 JC1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1530!SPC MO C     -   0.99996173  x   0.99996461  =   0.99992634
 JC1530!UTM  15      -   0.99996173  x   0.99970904  =   0.99967078
 JC1530
 JC1530:                Primary Azimuth Mark                     Grid Az
 JC1530:SPC MO C     -  FREEBURG AZ MK                           026 57 24.5
 JC1530:UTM  15      -  FREEBURG AZ MK                           026 38 48.2
 JC1530
 JC1530|---------------------------------------------------------------------|
 JC1530| PID    Reference Object                     Distance      Geod. Az  |
 JC1530|                                                           dddmmss.s |
 JC1530| JC0943 FREEBURG AZ MK                                     0271851.2 |
 JC1530| JC1529 FREEBURG                             21.782 METERS 02719     |
 JC1530| JC1503 BELLE MUNICIPAL TANK                APPROX.18.2 KM 1014917.6 |
 JC1530| CN6904 FREEBURG 2 RM 3                      32.339 METERS 15518     |
 JC1530| JC1528 FREEBURG HOLY FAM CH E STEEPLE      APPROX. 0.6 KM 1802215.6 |
 JC1530| JC1527 FREEBURG HOLY FAM CH W STEEPLE      APPROX. 0.6 KM 1813841.2 |
 JC1530| CN6905 FREEBURG 2 RM 4                      18.791 METERS 30102     |
 JC1530|---------------------------------------------------------------------|
 JC1530
 JC1530                          SUPERSEDED SURVEY CONTROL
 JC1530
 JC1530  NAD 83(1986)-  38 19 14.35505(N)    091 55 24.84935(W) AD(       ) 2
 JC1530  NAD 27      -  38 19 14.20300(N)    091 55 24.23400(W) AD(       ) 2
 JC1530  NGVD 29 (10/05/93)  275.497  (m)          903.86   (f) ADJUSTED    1 2
 JC1530
 JC1530.Superseded values are not recommended for survey control.
 JC1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1530.See file dsdata.txt to determine how the superseded data were derived.
 JC1530
 JC1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC9409641941(NAD 83)
 JC1530_MARKER: DS = TRIANGULATION STATION DISK
 JC1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1530_SP_SET: CONCRETE POST
 JC1530_STAMPING: FREEBURG 2 1961
 JC1530_MARK LOGO: CGS   
 JC1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1530+STABILITY: SURFACE MOTION
 JC1530
 JC1530  HISTORY     - Date     Condition        Report By
 JC1530  HISTORY     - 1961     MONUMENTED       CGS
 JC1530  HISTORY     - 1961     GOOD             CGS
 JC1530  HISTORY     - 1971     GOOD             NGS
 JC1530  HISTORY     - 19890718 GOOD             NGS
 JC1530
 JC1530                          STATION DESCRIPTION
 JC1530
 JC1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JC1530'STATION IS LOCATED AT THE NORTH EDGE OF THE TOWN OF FREEBURG IN
 JC1530'THE SOUTHWEST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 63 AND
 JC1530'COUNTY ROAD P GOING WEST, 142 FEET SOUTH OF THE SOUTHWEST CORNER
 JC1530'OF A LARGE WHITE HOUSE IN THE NORTHWEST ANGLE OF THE INTERSECTION,
 JC1530'143 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF SAME HOUSE,
 JC1530'93 FEET WEST OF THE CENTER OF U.S. HIGHWAY 63, 59 FEET SOUTH OF
 JC1530'THE CENTER OF COUNTY ROAD P, 27.5 FEET SOUTH-SOUTHEAST OF A
 JC1530'STEEL HIGHWAY RIGHT-OF-WAY POST, AND 1 FOOT EAST OF A NEW
 JC1530'WITNESS POST SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JC1530'STAMPED FREEBURG 2 1961.
 JC1530'
 JC1530'TO REACH THE STATION FROM THE HOLY FAMILY CATHOLIC CHURCH IN
 JC1530'FREEBURG, GO NORTH ON U.S. HIGHWAY 63 FOR 0.35 MILE TO JUNCTION
 JC1530'OF COUNTY ROAD P GOING WEST AND THE STATION ON THE LEFT AS
 JC1530'DESCRIBED.
 JC1530'
 JC1530'REFERENCE MARK NO. 3 IS 134 FEET NORTH OF THE NORTH ONE OF TWO
 JC1530'POWER POLES WITH A PLATFORM WHICH HOLDS 3 TRANSFORMERS, 42 FEET
 JC1530'WEST OF THE CENTER OF U.S. HIGHWAY 63, AND 11.5 FEET
 JC1530'NORTH-NORTHWEST OF A STEEL HIGHWAY RIGHT-OF-WAY POST.  THE MARK
 JC1530'PROJECTS 6 INCHES AND THE DISK IS STAMPED FREEBURG 2 NO. 3 1961.
 JC1530'
 JC1530'REFERENCE MARK NO. 4 IS 86 FEET EAST OF A NORTH-SOUTH FENCE, 40
 JC1530'FEET WEST OF A STEEL HIGHWAY RIGHT-OF-WAY POST, 33 FEET SOUTH OF
 JC1530'THE CENTER OF COUNTY ROAD P, AND 2 FEET NORTH OF A FENCE.  THE
 JC1530'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FREEBURG 2 NO. 4
 JC1530'1961.
 JC1530'
 JC1530'AZIMUTH MARK IS 0.25 MILE NORTH-NORTHEAST OF THE STATION, 55
 JC1530'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF JOSEPH RADMACHERS BRICK
 JC1530'HOUSE, 70 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 63, 15
 JC1530'FEET EAST OF THE CENTER OF DRIVEWAY TO RADMACHERS HOUSE, AND 3
 JC1530'FEET EAST OF A 6-INCH LOCUST TREE.  THE MARK PROJECTS 4 INCHES
 JC1530'AND THE DISK IS STAMPED FREEBURG 1947.  BENCH MARK T 36 RESET
 JC1530'WHICH IS 34 FEET SOUTH OF THE AZIMUTH MARK WAS RESET AND THE
 JC1530'ELEVATION WAS TRANSFERRED TO THE AZIMUTH MARK.  THE ELEVATION
 JC1530'FOR THE AZIMUTH MARK IS 872.388 FEET.
 JC1530'
 JC1530'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST ON
 JC1530'U.S. HIGHWAY 63 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT
 JC1530'AS DESCRIBED.
 JC1530'
 JC1530'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JC1530
 JC1530                          STATION RECOVERY (1961)
 JC1530
 JC1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JC1530'RECOVERED IN GOOD CONDITION.
 JC1530
 JC1530                          STATION RECOVERY (1971)
 JC1530
 JC1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1530'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 JC1530'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JC1530'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE.
 JC1530'
 JC1530'A METAL WITNESS POST WAS SET 1 FOOT NORTHWEST OF THE STATION.
 JC1530'
 JC1530'THE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4
 JC1530'ARE NOW IN THE FENCELINE.
 JC1530'
 JC1530'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NORTH EDGE OF
 JC1530'FREEBURG.
 JC1530
 JC1530                          STATION RECOVERY (1989)
 JC1530
 JC1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC1530'16.7 KM (10.35 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC1530'WITH STATE HIGHWAY 42 IN VIENNA, 28.6 M (93.8 FT) WEST OF THE
 JC1530'CENTERLINE OF THE HIGHWAY, 16.7 M (54.8 FT) SOUTH OF THE CENTERLINE
 JC1530'OF COUNTY ROAD P, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4
 JC1530'M (1.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE, 0.2 M (0.7 FT)
 JC1530'NORTH OF A FENCE, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.04 M
 JC1530'(0.1 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0943 ***********************************************************************
 JC0943  DESIGNATION -  FREEBURG AZ MK
 JC0943  PID         -  JC0943
 JC0943  STATE/COUNTY-  MO/OSAGE
 JC0943  USGS QUAD   -  FREEBURG (1981)
 JC0943
 JC0943                         *CURRENT SURVEY CONTROL
 JC0943  ___________________________________________________________________
 JC0943* NAD 83(1986)-  38 19 26.     (N)    091 55 15.     (W)     SCALED    
 JC0943* NAVD 88     -       265.964  (meters)     872.58   (feet)  ADJUSTED  
 JC0943  ___________________________________________________________________
 JC0943  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JC0943  DYNAMIC HT  -         265.779 (meters)     871.98  (feet)  COMP
 JC0943  MODELED GRAV-     979,924.7   (mgal)                       NAVD 88
 JC0943
 JC0943  VERT ORDER  -  FIRST     CLASS II
 JC0943
 JC0943.The horizontal coordinates were scaled from a topographic map and have
 JC0943.an estimated accuracy of +/- 6 seconds.
 JC0943
 JC0943.The orthometric height was determined by differential leveling
 JC0943.and adjusted by the National Geodetic Survey in June 1991..
 JC0943
 JC0943.The geoid height was determined by GEOID03.
 JC0943
 JC0943.The dynamic height is computed by dividing the NAVD 88
 JC0943.geopotential number by the normal gravity value computed on the
 JC0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0943.degrees latitude (g = 980.6199 gals.).
 JC0943
 JC0943.The modeled gravity was interpolated from observed gravity values.
 JC0943
 JC0943;                    North         East    Units  Estimated Accuracy
 JC0943;SPC MO C     -   276,540.      550,640.      MT  (+/- 180 meters Scaled)
 JC0943
 JC0943                          SUPERSEDED SURVEY CONTROL
 JC0943
 JC0943  NGVD 29 (10/05/93)  265.942  (m)          872.51   (f) ADJUSTED    1 2
 JC0943
 JC0943.Superseded values are not recommended for survey control.
 JC0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0943.See file dsdata.txt to determine how the superseded data were derived.
 JC0943
 JC0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC943423(NAD 83)
 JC0943_MARKER: DZ = AZIMUTH MARK DISK
 JC0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0943_SP_SET: CONCRETE POST
 JC0943_STAMPING: FREEBURG 1947
 JC0943_MARK LOGO: CGS   
 JC0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0943+STABILITY: SURFACE MOTION
 JC0943
 JC0943  HISTORY     - Date     Condition        Report By
 JC0943  HISTORY     - 1947     MONUMENTED       CGS
 JC0943  HISTORY     - 1961     GOOD             NGS
 JC0943  HISTORY     - 19890718 GOOD             NGS
 JC0943
 JC0943                          STATION DESCRIPTION
 JC0943
 JC0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JC0943'AT FREEBURG.
 JC0943'AT FREEBURG, OSAGE COUNTY, 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY
 JC0943'63 FROM THE HOLY FAMILY CATHOLIC CHURCH, AT THE NORTH EDGE OF
 JC0943'TOWN, 70 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 63, 55 FEET
 JC0943'SOUTHEAST OF THE SOUTHEAST CORNER OF JOSEPH RADMACHERS HOUSE
 JC0943'(BRICK), 15 FEET EAST OF THE CENTER OF DRIVEWAY TO HIS HOUSE,
 JC0943'AND 3 FEET EAST OF A 6-INCH LOCUST TREE.  THE MARK PROJECTS
 JC0943'4 INCHES AND THE DISK IS STAMPED FREEBURG 1947.  THE ELEVATION
 JC0943'OF THIS MARK IS 872.388 FEET.  NOTE-- THIS IS A NEW BENCH MARK
 JC0943'ON MO. LINE 10 AND THE ELEVATION WAS ESTABLISHED WHEN BENCH MARK
 JC0943'T 36 WHICH IS 34 FEET SOUTH OF THIS MARK WAS RESET.  FOR DETAILS
 JC0943'ABOUT THE TRANSFER OF ELEVATION FROM T 36 TO THIS MARK, SEE FORM
 JC0943'86 FOR T 36 RESET 1961.
 JC0943
 JC0943                          STATION RECOVERY (1989)
 JC0943
 JC0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0943'17.1 KM (10.6 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC0943'WITH STATE HIGHWAY 42 IN VIENNA, 20.6 M (67.6 FT) NORTHWEST OF THE
 JC0943'CENTERLINE OF THE HIGHWAY, 16.8 M (55.1 FT) EAST OF THE EAST CORNER
 JC0943'OF A BRICK HOUSE AT ROUTE 1, BOX 9, 10.4 M (34.1 FT) NORTHWEST OF
 JC0943'BENCH MARK T 36 RESET 1961, 4.8 M (15.7 FT) NORTHEAST OF THE CENTER
 JC0943'OF A DRIVEWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND IN
 JC0943'A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1527 ***********************************************************************
 JC1527  DESIGNATION -  FREEBURG HOLY FAM CH W STEEPLE
 JC1527  PID         -  JC1527
 JC1527  STATE/COUNTY-  MO/OSAGE
 JC1527  USGS QUAD   -  FREEBURG (1981)
 JC1527
 JC1527                         *CURRENT SURVEY CONTROL
 JC1527  ___________________________________________________________________
 JC1527* NAD 83(1997)-  38 18 54.14629(N)    091 55 25.58438(W)     ADJUSTED  
 JC1527* NAVD 88     -                                                        
 JC1527  ___________________________________________________________________
 JC1527  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 JC1527  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JC1527
 JC1527  HORZ ORDER  -  THIRD
 JC1527
 JC1527.The horizontal coordinates were established by classical geodetic methods
 JC1527.and adjusted by the National Geodetic Survey in February 2000..
 JC1527
 JC1527
 JC1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1527
 JC1527.The geoid height was determined by GEOID03.
 JC1527
 JC1527;                    North         East     Units Scale Factor Converg.
 JC1527;SPC MO C     -   275,556.340   550,390.954   MT  0.99996459   +0 21 26.1
 JC1527;UTM  15      - 4,241,318.250   594,085.452   MT  0.99970902   +0 40 02.3
 JC1527
 JC1527                          SUPERSEDED SURVEY CONTROL
 JC1527
 JC1527  NAD 83(1986)-  38 18 54.16042(N)    091 55 25.58539(W) AD(       ) 4
 JC1527  NAD 27      -  38 18 54.00900(N)    091 55 24.97000(W) AD(       ) 3
 JC1527
 JC1527.Superseded values are not recommended for survey control.
 JC1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1527.See file dsdata.txt to determine how the superseded data were derived.
 JC1527
 JC1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC9408541318(NAD 83)
 JC1527_MARKER: 91 = CHURCH CROSS
 JC1527
 JC1527  HISTORY     - Date     Condition        Report By
 JC1527  HISTORY     - 1947     FIRST OBSERVED   CGS
 JC1527
 JC1527                          STATION DESCRIPTION
 JC1527
 JC1527'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1528 ***********************************************************************
 JC1528  DESIGNATION -  FREEBURG HOLY FAM CH E STEEPLE
 JC1528  PID         -  JC1528
 JC1528  STATE/COUNTY-  MO/OSAGE
 JC1528  USGS QUAD   -  FREEBURG (1981)
 JC1528
 JC1528                         *CURRENT SURVEY CONTROL
 JC1528  ___________________________________________________________________
 JC1528* NAD 83(1997)-  38 18 54.14238(N)    091 55 25.01437(W)     ADJUSTED  
 JC1528* NAVD 88     -                                                        
 JC1528  ___________________________________________________________________
 JC1528  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 JC1528  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JC1528
 JC1528  HORZ ORDER  -  THIRD
 JC1528
 JC1528.The horizontal coordinates were established by classical geodetic methods
 JC1528.and adjusted by the National Geodetic Survey in February 2000..
 JC1528
 JC1528
 JC1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1528
 JC1528.The geoid height was determined by GEOID03.
 JC1528
 JC1528;                    North         East     Units Scale Factor Converg.
 JC1528;SPC MO C     -   275,556.306   550,404.801   MT  0.99996461   +0 21 26.5
 JC1528;UTM  15      - 4,241,318.291   594,099.295   MT  0.99970905   +0 40 02.6
 JC1528
 JC1528                          SUPERSEDED SURVEY CONTROL
 JC1528
 JC1528  NAD 83(1986)-  38 18 54.15650(N)    091 55 25.01538(W) AD(       ) 4
 JC1528  NAD 27      -  38 18 54.00500(N)    091 55 24.40200(W) AD(       ) 3
 JC1528
 JC1528.Superseded values are not recommended for survey control.
 JC1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1528.See file dsdata.txt to determine how the superseded data were derived.
 JC1528
 JC1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC9409941318(NAD 83)
 JC1528_MARKER: 91 = CHURCH CROSS
 JC1528
 JC1528  HISTORY     - Date     Condition        Report By
 JC1528  HISTORY     - 1947     FIRST OBSERVED   CGS
 JC1528
 JC1528                          STATION DESCRIPTION
 JC1528
 JC1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1528'STATION IS IN THE VILLAGE OF FREEBURG IN THE SOUTH PART OF
 JC1528'TOWN.  IT IS ABOUT 100 FT. WEST OF U.S. HIGHWAY NO 63, 50 FT.
 JC1528'SOUTH OF GRAVEL ROAD, AND IS MADE OF BRICK.  IT IS ABOUT 120
 JC1528'FT. LONG AND 60 FT. WIDE.  THE TWO STEEPLES WITH GOLD CROSSES
 JC1528'ON THEM ARE ABOUT 100 FT. HIGH.  THE CHURCH PROPER IS ABOUT
 JC1528'60 FT. HIGH.  ON THE NORTHEAST CORNER OF CHURCH, ABOUT 10
 JC1528'INCHES ABOVE GROUND, IS A CORNERSTONE READING JULY 28 A.D.
 JC1528'1920.
 JC1528'
 JC1528'TO REACH FROM THE TELEPHONE OFFICE IN FREEBURG, GO SOUTH ON
 JC1528'U.S. HIGHWAY NO 63 FOR ABOUT 0.1 MILE TO STATIONS ON RIGHT
 JC1528'OR WEST OF HIGHWAY AS DESCRIBED.
 JC1528'
 JC1528'THE POINTS INTERSECTED WERE THE CROSSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2569 ***********************************************************************
 JD2569  DESIGNATION -  FREEDOM
 JD2569  PID         -  JD2569
 JD2569  STATE/COUNTY-  MO/CAMDEN
 JD2569  USGS QUAD   -  TORONTO (1983)
 JD2569
 JD2569                         *CURRENT SURVEY CONTROL
 JD2569  ___________________________________________________________________
 JD2569* NAD 83(1997)-  38 02 08.90297(N)    092 34 28.11264(W)     ADJUSTED  
 JD2569* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 JD2569  ___________________________________________________________________
 JD2569  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 JD2569  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JD2569
 JD2569  HORZ ORDER  -  FIRST
 JD2569
 JD2569.The horizontal coordinates were established by classical geodetic methods
 JD2569.and adjusted by the National Geodetic Survey in February 2000..
 JD2569
 JD2569.The orthometric height was scaled from a topographic map.
 JD2569
 JD2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2569
 JD2569.The geoid height was determined by GEOID03.
 JD2569
 JD2569;                    North         East     Units Scale Factor Converg.
 JD2569;SPC MO C     -   244,408.976   493,462.230   MT  0.99993386   -0 02 45.2
 JD2569;UTM  15      - 4,209,873.264   537,341.805   MT  0.99961717   +0 15 43.9
 JD2569
 JD2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2569!SPC MO C     -   0.99995880  x   0.99993386  =   0.99989266
 JD2569!UTM  15      -   0.99995880  x   0.99961717  =   0.99957598
 JD2569
 JD2569|---------------------------------------------------------------------|
 JD2569| PID    Reference Object                     Distance      Geod. Az  |
 JD2569|                                                           dddmmss.s |
 JD2569| CN6913 FREEDOM RM 4                         24.573 METERS 11134     |
 JD2569| CN6912 FREEDOM RM 3                         28.565 METERS 14848     |
 JD2569| CN6910 FREEDOM RM 1                         30.853 METERS 15104     |
 JD2569| CN6909 FREEDOM AZ MK                                      2530840.2 |
 JD2569| CN6911 FREEDOM RM 2                         25.118 METERS 25739     |
 JD2569| JD2570 ANDERSON                            APPROX.10.9 KM 2903007.5 |
 JD2569|---------------------------------------------------------------------|
 JD2569
 JD2569                          SUPERSEDED SURVEY CONTROL
 JD2569
 JD2569  NAD 83(1986)-  38 02 08.91458(N)    092 34 28.11269(W) AD(       ) 1
 JD2569  NAD 27      -  38 02 08.78700(N)    092 34 27.45600(W) AD(       ) 1
 JD2569
 JD2569.Superseded values are not recommended for survey control.
 JD2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2569.See file dsdata.txt to determine how the superseded data were derived.
 JD2569
 JD2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3734209873(NAD 83)
 JD2569_MARKER: DS = TRIANGULATION STATION DISK
 JD2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2569
 JD2569  HISTORY     - Date     Condition        Report By
 JD2569  HISTORY     - 1947     MONUMENTED       CGS
 JD2569  HISTORY     - 1970     GOOD             NGS
 JD2569  HISTORY     - 1972     GOOD             NGS
 JD2569  HISTORY     - 1974     GOOD             NGS
 JD2569
 JD2569                          STATION DESCRIPTION
 JD2569
 JD2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2569'THE STATION IS LOCATED ABOUT 7 MILES EAST OF LINN CREEK AND
 JD2569'0.65 MILE EAST OF FREEDOM SCHOOL AT THE NORTH EDGE OF A CLEARING.
 JD2569'IT IS 53 FEET WEST OF THE CENTERLINE OF THE ROAD, 67 FEET WEST
 JD2569'OF A DOUBLE CEDAR TREE MARKED WITH A TRIANGLE BLAZE AND 4.5 FEET
 JD2569'SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 JD2569'DISK IS STAMPED FREEDOM 1947.
 JD2569'
 JD2569'REFERENCE MARK NO. 1 IS 101.22 FEET NORTHEAST OF THE STATION,
 JD2569'33 FEET EAST OF THE CENTERLINE OF THE ROAD AND 52 FEET NORTHEAST
 JD2569'OF THE DOUBLE CEDAR TREE.  THE DISK IS CEMENTED IN A ROCK
 JD2569'OUTCROP AND IS STAMPED FREEDOM NO 1 1947.
 JD2569'
 JD2569'REFERENCE MARK NO. 2 IS 82.40 FEET SOUTH OF THE STATION, 49 FEET
 JD2569'WEST OF THE CENTERLINE OF THE ROAD AND 97 FEET SOUTHWEST OF THE
 JD2569'DOUBLE CEDAR TREE.  THE DISK IS CEMENTED IN A ROCK OUTCROP AND IS
 JD2569'STAMPED FREEDOM NO 2 1947.
 JD2569'
 JD2569'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION IN THE SOUTH
 JD2569'EDGE OF THE CLEARING.  IT IS 21 FEET EAST OF THE CENTERLINE OF
 JD2569'THE ROAD, 2.0 FEET NORTH OF A WITNESS POST AND IS LOCATED AT THE
 JD2569'FORK OF A DIM TRACK ROAD WITH THE GRAVELLED ROAD.  THE MARK
 JD2569'PROJECTS 6 INCHES AND THE DISK IS STAMPED FREEDOM 1947.
 JD2569'
 JD2569'TO REACH THE STATION FROM THE POST OFFICE IN LINN CREEK, GO EAST
 JD2569'ON U.S. HIGHWAY 54 FOR 0.4 MILE TO CROSSROADS IMMEDIATELY BEYOND
 JD2569'CONCRETE BRIDGE.  TURN RIGHT AND FOLLOW MAIN ROAD EASTERLY,
 JD2569'KEEPING STRAIGHT AHEAD AT ALL INTERSECTIONS FOR 6.8 MILES TO
 JD2569'T-ROAD LEFT AT SMALL STORE ON RIGHT.  KEEP STRAIGHT AHEAD 0.15
 JD2569'MILE TO FREEDOM SCHOOL AND CHURCH ON RIGHT.  CONTINUE 0.25 MILE
 JD2569'TO FORK IN ROAD AND GO STRAIGHT AHEAD FROM FORK 0.5 MILE TO
 JD2569'STATION AT CEDAR TREE ON RIGHT AS DESCRIBED.
 JD2569'
 JD2569'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.15 MILE
 JD2569'TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JD2569'
 JD2569'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2569
 JD2569                          STATION RECOVERY (1970)
 JD2569
 JD2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JD2569'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 JD2569'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 JD2569'WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATION FROM OLD TIES
 JD2569'AND ANGLE PUTS THE MARK IN A ROAD DITCH SO THE MARK WAS DESTROYED
 JD2569'BY ROAD CONSTRUCTION.  DUE TO CHANGES IN THE AREA THE OLD
 JD2569'DESCRIPTION IS NO LONGER ADEQUATE FOR RECOVERY.  THE DISTANCE
 JD2569'TO REFERENCE MARK NO. 2 FAILED TO CHECK BY 0.10 FEET AND THE
 JD2569'DIRECTION FAILED TO CHECK BY 2 MINUTES 35 SECONDS.
 JD2569'
 JD2569'REFERENCE MARK NO. 3 WAS SET.
 JD2569'
 JD2569'FOLLOWING IS A NEW DESCRIPTION.
 JD2569'
 JD2569'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 5 AND 7
 JD2569'AND U.S. HIGHWAY 54 IN CAMDENTON, GO NORTHEAST ON U.S. HIGHWAY 54
 JD2569'FOR 2.55 MILES TO THE JUNCTION OF STATE ROAD V WHICH LEADS TO
 JD2569'LINN CREEK.  CONTINUE NORTHEAST ON U.S. HIGHWAY 54 FOR 1.35 MILES
 JD2569'TO THE JUNCTION OF STATE ROAD A.  TURN RIGHT AND GO SOUTHEAST ON
 JD2569'STATE ROAD A FOR 0.6 MILE TO A ROAD FORK.  TURN RIGHT AND GO
 JD2569'EAST ON STATE ROAD A FOR 6.4 MILES TO THE FREEDOM SCHOOL AND
 JD2569'CEMETERY ON THE RIGHT.  CONTINUE EAST ON STATE ROAD A FOR 0.5
 JD2569'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON STATE
 JD2569'ROAD A FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JD2569'CONTINUE EAST ON STATE ROAD A FOR 0.15 MILE TO THE JONES
 JD2569'QUARRY ON THE LEFT AND THE STATION.
 JD2569'
 JD2569'STATION MARK, A STANDARD DISK STAMPED FREEDOM 1947, IS SET IN THE
 JD2569'TOP OF A SQUARE CONCRETE POST WHICH IS 10 INCHES BELOW THE SURFACE
 JD2569'OF THE GROUND.  IT IS 211 FEET NORTHWEST OF THE ENTRANCE TO THE
 JD2569'QUARRY AND STATE ROAD A, 129 FEET SOUTHWEST OF POWERLINE POLE NO.
 JD2569'911, 104.5 NORTH OF THE CENTER OF STATE ROAD A, 25.5
 JD2569'EAST-NORTHEAST OF THE NORTHEAST CORNER OF TRUCK SCALE, 8 FEET
 JD2569'NORTH OF THE CENTER OF GRAVELED ROAD WHICH LEADS TO THE TRUCK
 JD2569'SCALE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 JD2569'UNDERGROUND MARK WAS NOT INSPECTED.
 JD2569'
 JD2569'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FREEDOM NO. 2
 JD2569'1947, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING LIMESTONE.  IT
 JD2569'IS 90 FEET NORTH OF THE CENTER OF STATE ROAD A AND 32.0 FEET
 JD2569'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE TRUCK SCALE.
 JD2569'
 JD2569'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FREEDOM 1947 NO.
 JD2569'3 1970, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING LIMESTONE
 JD2569'WHICH IS 6 FEET LONG AND PROJECTS 1 FOOT ON THE SOUTH SIDE.  IT
 JD2569'IS 114.5 FEET WEST-SOUTHWEST OF A POWERLINE POLE AND 25.5 FEET
 JD2569'NORTH OF THE CENTER OF STATE ROAD A.
 JD2569'
 JD2569'AZIMUTH MARK, A STANDARD DISK STAMPED FREEDOM 1947, IS SET IN THE
 JD2569'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 JD2569'21.5 FEET SOUTH OF THE CENTER OF STATE ROAD A, 26 FEET WEST OF THE
 JD2569'CENTER OF A DIM TRACK ROAD LEADING INTO WOODS, AND 1 FOOT EAST
 JD2569'OF A METAL WITNESS POST.
 JD2569'
 JD2569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MILES
 JD2569'EAST OF LINN CREEK.
 JD2569
 JD2569                          STATION RECOVERY (1972)
 JD2569
 JD2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JD2569'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK
 JD2569'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE PROPERTY OWNER
 JD2569'STATED THAT REFERENCE MARK 1 WAS DESTROYED WHEN A SURVEY CREW
 JD2569'ESTABLISHED REFERENCE MARK 3 IN 1970.  THE 1970 DATA WAS NOT
 JD2569'AVAILABLE THIS DATE.  THE DISTANCE AND DIRECTION TO REFERENCE
 JD2569'MARK 2 COMPARED FAVORABLY WITH THE 1947 DATA.  REFERENCE MARK 4
 JD2569'WAS ESTABLISHED THIS DATE.  A NEW COMPLETE DESCRIPTION FOLLOWS-
 JD2569'
 JD2569'THE STATION IS LOCATED ABOUT 7 MILES EAST OF LINN CREEK, ALONG
 JD2569'THE SOUTH EDGE OF A GRAVEL YARD ON PROPERTY OWNED BY MR. HOMER
 JD2569'JONES JR., MONTREAL, MISSOURI.
 JD2569'
 JD2569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 JD2569'STATE HIGHWAYS 5 AND 7 IN CAMDENTON, GO EAST ON HIGHWAY 54 FOR
 JD2569'2.9 MILES TO A SIDE ROAD ON THE LEFT LEADING TO LINN CREEK.
 JD2569'CONTINUE EAST ON HIGHWAY 54 FOR 1.0 MILE TO STATE ROAD A ON THE
 JD2569'RIGHT.  TURN RIGHT AND GO SOUTHEAST AND EAST ON ROAD A FOR 7.0
 JD2569'MILES TO THE FREEDOM CHURCH OF CHRIST AND THE OLD FREEDOM SCHOOL
 JD2569'BUILDING ON THE RIGHT.  CONTINUE EAST ON ROAD A FOR 0.55 MILE
 JD2569'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON ROAD A FOR
 JD2569'0.15 MILE TO A DRIVEWAY AT ENTRANCE INTO GRAVEL YARD AND THE
 JD2569'STATION ON THE LEFT.
 JD2569'
 JD2569'THE STATION MARK IS A STANDARD DISK STAMPED FREEDOM 1947, SET IN
 JD2569'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 12 INCHES
 JD2569'BELOW THE SURFACE OF THE GROUND.  IT IS 181 FEET WEST-NORTHWEST
 JD2569'OF A POWER POLE, 129 FEET SOUTHWEST OF A POWER POLE WITH
 JD2569'TRANSFORMER, 106 FEET NORTH OF THE CENTER OF STATE ROAD A, 98
 JD2569'FEET EAST OF THE CENTER OF THE DRIVEWAY, 33 FEET EAST OF THE
 JD2569'SOUTHEAST CORNER OF A HOUSE TRAILER SET UP FOR AN OFFICE AT
 JD2569'TRUCK SCALES AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 JD2569'
 JD2569'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FREEDOM NO 2 1947,
 JD2569'CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK.  IT IS 91 FEET
 JD2569'FEET NORTH OF THE CENTER OF ROAD A, 82 FEET WEST-SOUTHWEST OF THE
 JD2569'METAL WITNESS POST AND 34 FEET EAST OF THE CENTER OF THE DRIVEWAY.
 JD2569'
 JD2569'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FREEDOM NO 3 1947
 JD2569'1970, CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK.  IT IS
 JD2569'115 FEET WEST OF THE POWER POLE AND 26 FEET NORTH OF THE CENTER
 JD2569'OF ROAD A.
 JD2569'
 JD2569'REFERENCE MARK 4 IS A STANDARD DISK STAMPED FREEDOM NO 4 1947
 JD2569'1972, CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK.  IT IS
 JD2569'134 FEET SOUTH OF THE POWER POLE WITH TRANSFORMER, 101 FEET
 JD2569'NORTHWEST OF THE POWER POLE, 77 FEET NORTH OF THE CENTER OF ROAD
 JD2569'A AND 2 FEET SOUTH OF A METAL WITNESS POST.
 JD2569'
 JD2569'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FREEDOM 1947, SET IN
 JD2569'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 JD2569'INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET WEST OF THE
 JD2569'CENTER OF A TRACK ROAD, 23 FEET SOUTH OF THE CENTER OF ROAD A AND
 JD2569'1 FOOT EAST OF A METAL WITNESS POST.
 JD2569'
 JD2569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES EAST
 JD2569'OF LINN CREEK.
 JD2569
 JD2569                          STATION RECOVERY (1974)
 JD2569
 JD2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARB)
 JD2569'STATION WAS RECOVERED AS DESCRIBED ALONG WITH RM 1 AND 3 AND THE
 JD2569'AZIMUTH MARK.
 JD2569'
 JD2569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2569'ABOUT 7 MILES EAST OF LINN CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1360 ***********************************************************************
 HD1360  DESIGNATION -  FREISTATT
 HD1360  PID         -  HD1360
 HD1360  STATE/COUNTY-  MO/LAWRENCE
 HD1360  USGS QUAD   -  MT VERNON (1971)
 HD1360
 HD1360                         *CURRENT SURVEY CONTROL
 HD1360  ___________________________________________________________________
 HD1360* NAD 83(1997)-  37 00 24.65837(N)    093 51 42.72015(W)     ADJUSTED  
 HD1360* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 HD1360  ___________________________________________________________________
 HD1360  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HD1360  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 HD1360
 HD1360  HORZ ORDER  -  SECOND
 HD1360
 HD1360.The horizontal coordinates were established by classical geodetic methods
 HD1360.and adjusted by the National Geodetic Survey in February 2000..
 HD1360
 HD1360.The orthometric height was scaled from a topographic map.
 HD1360
 HD1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1360
 HD1360.The geoid height was determined by GEOID03.
 HD1360
 HD1360;                    North         East     Units Scale Factor Converg.
 HD1360;SPC MO W     -    93,419.912   906,793.201   MT  0.99998090   +0 23 02.8
 HD1360;UTM  15      - 4,095,979.363   423,320.565   MT  0.99967243   -0 31 07.7
 HD1360
 HD1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1360!SPC MO W     -   0.99993817  x   0.99998090  =   0.99991907
 HD1360!UTM  15      -   0.99993817  x   0.99967243  =   0.99961062
 HD1360
 HD1360|---------------------------------------------------------------------|
 HD1360| PID    Reference Object                     Distance      Geod. Az  |
 HD1360|                                                           dddmmss.s |
 HD1360| CM3729 FREISTATT RM 1                       13.997 METERS 01823     |
 HD1360| HD1356 MT VERNON MUNICIPAL STANDPIPE       APPROX.10.8 KM 0211451.7 |
 HD1360| GF0885 AURORA MFA MILLING CO TANK          APPROX.12.7 KM 1054744.0 |
 HD1360| GF0889 AURORA EMPIRE DISTRICT ELEC TK      APPROX.13.2 KM 1072723.4 |
 HD1360| CM3728 FREISTATT AZ MK                                    1922747.7 |
 HD1360| CM3730 FREISTATT RM 2                       16.010 METERS 26005     |
 HD1360| CM3731 FREISTATT RM 3                       15.806 METERS 35554     |
 HD1360|---------------------------------------------------------------------|
 HD1360
 HD1360                          SUPERSEDED SURVEY CONTROL
 HD1360
 HD1360  NAD 83(1997)-  37 00 24.65966(N)    093 51 42.71982(W) AD(       ) 2
 HD1360  NAD 83(1997)-  37 00 24.66847(N)    093 51 42.72156(W) AD(       ) 2
 HD1360  NAD 83(1986)-  37 00 24.67098(N)    093 51 42.71985(W) AD(       ) 2
 HD1360  NAD 27      -  37 00 24.46080(N)    093 51 41.98190(W) AD(       ) 2
 HD1360
 HD1360.Superseded values are not recommended for survey control.
 HD1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1360.See file dsdata.txt to determine how the superseded data were derived.
 HD1360
 HD1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2332195979(NAD 83)
 HD1360_MARKER: DS = TRIANGULATION STATION DISK
 HD1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1360
 HD1360  HISTORY     - Date     Condition        Report By
 HD1360  HISTORY     - 1959     MONUMENTED       CGS
 HD1360  HISTORY     - 1960     GOOD             CGS
 HD1360
 HD1360                          STATION DESCRIPTION
 HD1360
 HD1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1360'THE STATION IS ABOUT 2 MILES SOUTHEAST OF FREISTATT, ABOUT
 HD1360'8 MILES NORTHEAST OF AURORA, IN THE NORTHEAST 1/4 OF SECTION
 HD1360'34, T. 27 N., R. 27 W. AND ON PROPERTY OWNED BY MR. THEORODORE
 HD1360'HESEMANN.  IT IS 100 FEET EAST OF THE SOUTHEAST CORNER OF
 HD1360'A GARAGE, 53.6 FEET SOUTH OF A FENCE CORNER, 31 FEET SOUTH
 HD1360'OF A GRAVELED DRIVEWAY, 36 FEET WEST OF A GRAVELED ROAD,
 HD1360'4 FEET NORTH OF A GATE POST AND 3 FEET NORTH OF A WITNESS
 HD1360'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FREISTATT
 HD1360'1959.
 HD1360'
 HD1360'TO REACH THE STATION FROM THE TRINITY LUTHERAN SCHOOL IN FREISTATT,
 HD1360'GO SOUTH ON COUNTY ROAD H FOR 0.25 MILE TO A CROSSROAD.
 HD1360'TURN LEFT AND GO EAST ON A BLACKTOP ROAD FOR 1.1 MILES TO
 HD1360'THE END OF THE BLACKTOP ROAD.  CONTINUE EAST ON A GRAVELED
 HD1360'ROAD FOR 0.85 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 HD1360'ON A GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT AND
 HD1360'MR. THEORODORE HESEMANNS HOUSE ON THE RIGHT AND THE STATION
 HD1360'ON THE RIGHT AS DESCRIBED.
 HD1360'
 HD1360'TO REACH THE AZIMUTH MARK FROM THE STATION, PASS THROUGH
 HD1360'A GATE AND GO SOUTHWEST 0.05 MILE TO A GATE AT THE SOUTHWEST
 HD1360'CORNER OF A BARN.  PASS THROUGH GATE AND GO SOUTH ALONG
 HD1360'EAST SIDE OF A FENCE FOR 0.15 MILE TO A FENCE CORNER AT THE
 HD1360'NORTH EDGE OF THE WOODS AND THE AZIMUTH MARK AS DESCRIBED.
 HD1360'
 HD1360'REFERENCE MARK 1 IS 21 FEET WEST OF THE CENTERLINE OF THE
 HD1360'GRAVELED ROAD, 13 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 HD1360'DRIVEWAY, 8 FEET SOUTH OF A FENCE CORNER AND 1 FOOT WEST
 HD1360'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HD1360'STAMPED FREISTATT NO 1 1959.
 HD1360'
 HD1360'REFERENCE MARK 2 IS 87 FEET WEST OF THE CENTERLINE OF THE
 HD1360'GRAVELED ROAD, 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HD1360'OF A GARAGE, 38 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 HD1360'DRIVEWAY AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 HD1360'IS FLUSH AND THE DISK IS STAMPED FREISTATT NO 2 1959.
 HD1360'
 HD1360'THE AZIMUTH MARK IS 239 FEET WEST OF THE CENTERLINE OF
 HD1360'A GRAVELED ROAD, 2 FEET NORTH OF A FENCE AND 2 FEET WEST
 HD1360'OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 HD1360'DISK IS STAMPED FREISTATT 1959.
 HD1360'
 HD1360'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HD1360
 HD1360                          STATION RECOVERY (1960)
 HD1360
 HD1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HD1360'THE STATION, AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED
 HD1360'IN 1959.  THE DESCRIPTION OF THE STATION AND THE TO REACH
 HD1360'ARE ADEQUATE.
 HD1360'
 HD1360'REFERENCE MARK 1 WAS REMOVED AT THE REQUEST OF THE STATE
 HD1360'HIGHWAY DEPARTMENT, BECAUSE OF THE WIDENING OF THE ROAD.
 HD1360'
 HD1360'A NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 HD1360'
 HD1360'IT IS 42 FEET WEST OF THE CENTERLINE OF THE GRADED ROAD,
 HD1360'10 FEET EAST OF A 10 INCH WALNUT TREE AND 21 FEET NORTH OF
 HD1360'THE CENTERLINE OF THE GRAVELED DRIVEWAY.  THE MONUMENT IS FLUSH
 HD1360'AND THE DISK IS STAMPED FREISTATT NO 3 1959.
 HD1360'
 HD1360'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0798 ***********************************************************************
 GE0798  DESIGNATION -  FREMONT
 GE0798  PID         -  GE0798
 GE0798  STATE/COUNTY-  MO/CARTER
 GE0798  USGS QUAD   -  FREMONT (1997)
 GE0798
 GE0798                         *CURRENT SURVEY CONTROL
 GE0798  ___________________________________________________________________
 GE0798* NAD 83(1997)-  36 57 52.99954(N)    091 13 11.50918(W)     ADJUSTED  
 GE0798* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 GE0798  ___________________________________________________________________
 GE0798  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GE0798  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GE0798
 GE0798  HORZ ORDER  -  SECOND
 GE0798
 GE0798.The horizontal coordinates were established by classical geodetic methods
 GE0798.and adjusted by the National Geodetic Survey in February 2000..
 GE0798
 GE0798.The orthometric height was scaled from a topographic map.
 GE0798
 GE0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0798
 GE0798.The geoid height was determined by GEOID03.
 GE0798
 GE0798;                    North         East     Units Scale Factor Converg.
 GE0798;SPC MO E     -   125,779.950   185,897.944   MT  0.99998394   -0 25 58.4
 GE0798;UTM  15      - 4,092,439.481   658,469.799   MT  0.99990937   +1 04 14.4
 GE0798
 GE0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0798!SPC MO E     -   0.99995789  x   0.99998394  =   0.99994183
 GE0798!UTM  15      -   0.99995789  x   0.99990937  =   0.99986727
 GE0798
 GE0798:                Primary Azimuth Mark                     Grid Az
 GE0798:SPC MO E     -  MILL                                     060 47 47.7
 GE0798:UTM  15      -  MILL                                     059 17 34.9
 GE0798
 GE0798|---------------------------------------------------------------------|
 GE0798| PID    Reference Object                     Distance      Geod. Az  |
 GE0798|                                                           dddmmss.s |
 GE0798| HC0789 MILL                                APPROX. 9.6 KM 0602149.3 |
 GE0798| CI0944 FREMONT RM 1                         21.034 METERS 19047     |
 GE0798| CI0945 FREMONT RM 2                         21.402 METERS 29342     |
 GE0798| GE0796 FREMONT LOOKOUT TOWER                20.392 METERS 30624     |
 GE0798|---------------------------------------------------------------------|
 GE0798
 GE0798                          SUPERSEDED SURVEY CONTROL
 GE0798
 GE0798  NAD 83(1997)-  36 57 53.01024(N)    091 13 11.50808(W) AD(       ) 2
 GE0798  NAD 83(1986)-  36 57 53.01031(N)    091 13 11.50763(W) AD(       ) 2
 GE0798  NAD 27      -  36 57 52.82510(N)    091 13 11.03440(W) AD(       ) 2
 GE0798
 GE0798.Superseded values are not recommended for survey control.
 GE0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0798.See file dsdata.txt to determine how the superseded data were derived.
 GE0798
 GE0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5847092439(NAD 83)
 GE0798_MARKER: DS = TRIANGULATION STATION DISK
 GE0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0798
 GE0798  HISTORY     - Date     Condition        Report By
 GE0798  HISTORY     - 1962     MONUMENTED       CGS
 GE0798
 GE0798                          STATION DESCRIPTION
 GE0798
 GE0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE0798'THE STATION IS ABOUT 6 MILES EAST AND 3 MILES SOUTH OF WINONA,
 GE0798'ABOUT 3 MILES WEST AND 3/4 MILE NORTH OF FREMONT, IN THE
 GE0798'NORTHWEST 1/4 OF SEC. 31, T. 27 N., R. 2 W., AND ON PROPERTY
 GE0798'OF THE CLARK NATIONAL FOREST.  IT IS 59 FEET NORTHEAST OF THE
 GE0798'NORTHEAST CORNER OF A HOUSE, 52 FEET SOUTHEAST OF THE SOUTHEAST
 GE0798'LEG OF THE LOOKOUT TOWER, 45 FEET WEST OF A WIRE FENCE, 39 FEET
 GE0798'SOUTH OF A 14 INCH OAK TREE, 27 FEET EAST OF A POWER POLE
 GE0798'AND 10 FEET NORTH OF A WITNESS POST.  THE MONUMENT IS FLUSH
 GE0798'AND THE DISK IS STAMPED FREMONT 1962.
 GE0798'
 GE0798'TO REACH FROM THE FREMONT ELEMENTARY SCHOOL AND THE JUNCTION
 GE0798'OF U.S. HIGHWAY 60 AND COUNTY ROAD Y IN FREMONT, GO WESTERLY
 GE0798'ON U.S. HIGHWAY 60 FOR 3.35 MILES TO A Y-FORK.  TAKE THE LEFT
 GE0798'FORK AND GO SOUTHWEST ON A GRAVELED ROAD FOR 0.1 MILE TO THE
 GE0798'FREMONT LOOKOUT TOWER AND THE STATION ON THE LEFT.
 GE0798'
 GE0798'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FREMONT NO 1 1962
 GE0798'CEMENTED IN A DRILLED HOLE IN THE NORTHEAST CORNER OF THE CONCRETE
 GE0798'TOP OF A CISTERN.  IT IS 26 FEET EAST OF THE SOUTHEAST CORNER
 GE0798'OF THE HOUSE AND 3 FEET NORTH OF THE NORTH EDGE OF THE OPENING
 GE0798'TO THE CISTERN.
 GE0798'
 GE0798'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FREMONT NO 2 1962
 GE0798'CEMENTED IN A DRILLED HOLE IN THE SOUTHEAST CORNER OF THE
 GE0798'CONCRETE FOOTING FOR THE SOUTHWEST LEG OF THE LOOKOUT TOWER.
 GE0798'
 GE0798'NOTE- NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 GE0798'
 GE0798'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0796 ***********************************************************************
 GE0796  DESIGNATION -  FREMONT LOOKOUT TOWER
 GE0796  PID         -  GE0796
 GE0796  STATE/COUNTY-  MO/CARTER
 GE0796  USGS QUAD   -  FREMONT (1997)
 GE0796
 GE0796                         *CURRENT SURVEY CONTROL
 GE0796  ___________________________________________________________________
 GE0796* NAD 83(1997)-  36 57 53.39210(N)    091 13 12.17267(W)     ADJUSTED  
 GE0796* NAVD 88     -                                                        
 GE0796  ___________________________________________________________________
 GE0796  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GE0796  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 GE0796
 GE0796  HORZ ORDER  -  THIRD
 GE0796
 GE0796.The horizontal coordinates were established by classical geodetic methods
 GE0796.and adjusted by the National Geodetic Survey in February 2000..
 GE0796
 GE0796
 GE0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0796
 GE0796.The geoid height was determined by GEOID03.
 GE0796
 GE0796;                    North         East     Units Scale Factor Converg.
 GE0796;SPC MO E     -   125,792.175   185,881.624   MT  0.99998396   -0 25 58.8
 GE0796;UTM  15      - 4,092,451.273   658,453.165   MT  0.99990931   +1 04 14.0
 GE0796
 GE0796                          SUPERSEDED SURVEY CONTROL
 GE0796
 GE0796  NAD 83(1997)-  36 57 53.40280(N)    091 13 12.17157(W) AD(       ) 4
 GE0796  NAD 83(1986)-  36 57 53.40332(N)    091 13 12.17068(W) AD(       ) 4
 GE0796  NAD 27      -  36 57 53.21800(N)    091 13 11.69800(W) AD(       ) 3
 GE0796
 GE0796.Superseded values are not recommended for survey control.
 GE0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0796.See file dsdata.txt to determine how the superseded data were derived.
 GE0796
 GE0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5845392451(NAD 83)
 GE0796_MARKER: 57 = LOOKOUT TOWER
 GE0796
 GE0796  HISTORY     - Date     Condition        Report By
 GE0796  HISTORY     - 1962     FIRST OBSERVED   CGS
 GE0796
 GE0796                          STATION DESCRIPTION
 GE0796
 GE0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE0796'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER LOCATED
 GE0796'ABOUT 6 MILES EAST AND 3 MILES SOUTH OF WINONA, ABOUT 3 MILES
 GE0796'WEST AND 3/4 MILE NORTH OF FREMONT, IN THE NORTHWEST 1/4 OF SEC.
 GE0796'31, T. 27 N., R. 2 W., AND ON PROPERTY OF THE CLARK NATIONAL
 GE0796'FOREST.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH A
 GE0796'METAL OBSERVATION ROOM AT THE TOP AND THE OVERALL HEIGHT IS
 GE0796'APPROXIMATELY 105 FEET.
 GE0796'
 GE0796'TO REACH FROM THE FREMONT ELEMENTARY SCHOOL AND THE JUNCTION
 GE0796'OF U.S. HIGHWAY 60 AND COUNTY ROAD Y IN FREMONT, GO WESTERLY
 GE0796'ON HIGHWAY 60 FOR 3.35 MILES TO A Y-FORK.  TAKE THE LEFT FORK
 GE0796'AND GO SOUTHWEST ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION
 GE0796'ON THE LEFT.
 GE0796'
 GE0796'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GE0796'FREMONT, THE DISTANCE BEING 66.9 FEET AND 20.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1738 ***********************************************************************
 GD1738  DESIGNATION -  FRIESE
 GD1738  PID         -  GD1738
 GD1738  STATE/COUNTY-  MO/PEMISCOT
 GD1738  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1738
 GD1738                         *CURRENT SURVEY CONTROL
 GD1738  ___________________________________________________________________
 GD1738* NAD 83(1997)-  36 07 31.38796(N)    089 37 54.29288(W)     ADJUSTED  
 GD1738* NAVD 88     -        87.8    (meters)     288.     (feet)  VERTCON   
 GD1738  ___________________________________________________________________
 GD1738  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 GD1738  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1738
 GD1738  HORZ ORDER  -  SECOND
 GD1738
 GD1738.The horizontal coordinates were established by classical geodetic methods
 GD1738.and adjusted by the National Geodetic Survey in February 2000..
 GD1738
 GD1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1738
 GD1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1738
 GD1738.The geoid height was determined by GEOID03.
 GD1738
 GD1738;                    North         East     Units Scale Factor Converg.
 GD1738;SPC MO E     -    32,752.691   328,156.399   MT  1.00000857   +0 30 42.9
 GD1738;SPC TN       -   204,892.725   273,155.022   MT  0.99996129   -2 07 34.2
 GD1738;SPC TN       -   672,218.88    896,176.10   sFT  0.99996129   -2 07 34.2
 GD1738;UTM  16      - 4,001,063.828   263,157.240   MT  1.00029122   -1 33 08.2
 GD1738
 GD1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1738!SPC MO E     -   0.99999067  x   1.00000857  =   0.99999924
 GD1738!SPC TN       -   0.99999067  x   0.99996129  =   0.99995196
 GD1738!UTM  16      -   0.99999067  x   1.00029122  =   1.00028189
 GD1738
 GD1738|---------------------------------------------------------------------|
 GD1738| PID    Reference Object                     Distance      Geod. Az  |
 GD1738|                                                           dddmmss.s |
 GD1738| CG4072 FRIESE RM 1                          12.230 METERS 02240     |
 GD1738| CG4073 FRIESE RM 2                          11.919 METERS 19612     |
 GD1738| GD1714 FRIESE AZ MK                        APPROX. 1.0 KM 2040605.8 |
 GD1738|---------------------------------------------------------------------|
 GD1738
 GD1738                          SUPERSEDED SURVEY CONTROL
 GD1738
 GD1738  NAD 83(1997)-  36 07 31.38796(N)    089 37 54.29288(W) AD(       ) 2
 GD1738  NAD 83(1997)-  36 07 31.38797(N)    089 37 54.29289(W) AD(       ) 2
 GD1738  NAD 83(1997)-  36 07 31.39121(N)    089 37 54.29357(W) AD(       ) 2
 GD1738  NAD 83(1997)-  36 07 31.39118(N)    089 37 54.29493(W) AD(       ) 2
 GD1738  NAD 83(1986)-  36 07 31.39994(N)    089 37 54.29407(W) AD(       ) 2
 GD1738  NAD 27      -  36 07 31.14768(N)    089 37 54.00788(W) AD(       ) 2
 GD1738  NGVD 29 (07/19/86)   87.7    (m)          288.     (f) VERT ANG       
 GD1738
 GD1738.Superseded values are not recommended for survey control.
 GD1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1738.See file dsdata.txt to determine how the superseded data were derived.
 GD1738
 GD1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6315701064(NAD 83)
 GD1738_MARKER: DD = SURVEY DISK
 GD1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1738
 GD1738  HISTORY     - Date     Condition        Report By
 GD1738  HISTORY     - 1965     MONUMENTED       TNHD
 GD1738  HISTORY     - 20040210 MARK NOT FOUND   USACE
 GD1738
 GD1738                          STATION DESCRIPTION
 GD1738
 GD1738'DESCRIBED BY TN HIGHWAY DEPT 1965 (JAG)
 GD1738'THE STATION IS LOCATED ABOUT 5-3/4 MILES NORTHEAST OF BRASHER AND 4
 GD1738'1/2 MILES SOUTH-SOUTHEAST OF CARUTHERSVILLE.
 GD1738'
 GD1738'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE PEMISCOT COUNTY
 GD1738'COURTHOUSE IN CARUTHERSVILLE, GO SOUTHERLY ON WARD AVENUE FOR 1.0
 GD1738'MILE TO A 3-WAY INTERSECTION, STATE ROUTE 84, COUNTY ROUTE Y AND
 GD1738'COUNTY ROUTE U.  HERE TURN RIGHT ON COUNTY ROUTE U AND GO
 GD1738'WESTERLY FOR 2.0 MILES TO THE JUNCTION OF COUNTY ROUTE D ON THE
 GD1738'LEFT.  TURN LEFT AND GO SOUTHERLY FOR 3.6 MILES TO A GRAVELED ROAD
 GD1738'LEFT AND A GROUP OF FARM BUILDINGS IN THE SOUTHEAST ANGLE.  TURN LEFT
 GD1738'ON THE GRAVELED ROAD AND GO EASTERLY FOR 2.0 MILES TO A CROSSROAD AT
 GD1738'COUNTY ROUTE Y.  CONTINUE STRAIGHT AHEAD,
 GD1738'EASTERLY, ON THE GRAVELED ROAD FOR 1.8 MILES TO FORK JUST WEST OF
 GD1738'THE LEVEE.  HERE KEEP RIGHT FORK FOR ABOUT 30 YARDS TO THE TOP OF
 GD1738'THE LEVEE AT A POINT BETWEEN TWO CATTLE GUARDS AND THE STATION ON
 GD1738'THE LEFT ABOUT 245 FEET NORTH AT THE EAST EDGE OF THE LEVEE.
 GD1738'
 GD1738'THE STATION IS 62 FEET EAST OF A WIRE FENCE, 9 FEET EAST OF THE
 GD1738'APPROXIMATE CENTER OF THE LEVEE AND 1.8 FEET SOUTHWEST OF A METAL
 GD1738'WITNESS POST WITH SIGN.  THE SURFACE AND UNDERGROUND MARKS ARE
 GD1738'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISKS AND THE DISKS ARE
 GD1738'STAMPED FRIESE 1965.  THE UNDERGROUND MARK IS ABOUT 40 INCHES BELOW
 GD1738'THE SURFACE.  THE SURFACE DISK IS SET IN A 10-INCH, SQUARE,
 GD1738'FLUSH, CONCRETE MONUMENT.
 GD1738'
 GD1738'REFERENCE MARK NO. 1 IS 64 FEET EAST OF THE WIRE FENCE AND 10 FEET
 GD1738'EAST OF THE APPROXIMATE CENTER OF THE LEVEE.  IT IS A STANDARD
 GD1738'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE FLUSH,
 GD1738'CONCRETE MONUMENT AND THE DISK IS STAMPED FRIESE RM 1 1965.
 GD1738'
 GD1738'REFERENCE MARK NO. 2 IS 191 FEET NORTH OF THE NORTH CATTLE GUARD
 GD1738'WHERE THE GRAVELED ROAD CROSSES THE LEVEE, 64 FEET EAST OF THE FENCE
 GD1738'AND 11 FEET EAST OF THE APPROXIMATE CENTER OF THE LEVEE.  IT IS A
 GD1738'STANDARD TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH,
 GD1738'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FRIESE
 GD1738'RM-2 1965.
 GD1738'
 GD1738'THE AZIMUTH MARK IS 80 FEET WEST OF A WIRE FENCE, 45 FEET SOUTH OF
 GD1738'THE POINT WHERE THE SPUR-LEVEE JOINS THE MAIN LEVEE AND 8 FEET EAST
 GD1738'OF THE APPROXIMATE CENTER OF THE SPUR-LEVEE.  IT IS A STANDARD
 GD1738'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE,
 GD1738'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FRIESE AZI
 GD1738'1965.
 GD1738'
 GD1738'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ALONG THE
 GD1738'TOP OF THE LEVEE FOR 0.65 MILE TO A POINT WHERE THE MAIN LEVEE BEARS
 GD1738'RIGHT AND A SPUR-LEVEE CONTINUES STRAIGHT AND THE MARK ON THE LEFT
 GD1738'ATOP THE EAST EDGE OF THE SPUR-LEVEE.
 GD1738'
 GD1738'ALL OBSERVATIONS WERE MADE FROM A TRIPOD.
 GD1738'
 GD1738'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1738
 GD1738                          STATION RECOVERY (2004)
 GD1738
 GD1738'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1714 ***********************************************************************
 GD1714  DESIGNATION -  FRIESE AZ MK
 GD1714  PID         -  GD1714
 GD1714  STATE/COUNTY-  MO/PEMISCOT
 GD1714  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1714
 GD1714                         *CURRENT SURVEY CONTROL
 GD1714  ___________________________________________________________________
 GD1714* NAD 83(1997)-  36 07 01.06897(N)    089 38 11.00936(W)     ADJUSTED  
 GD1714* NAVD 88     -        87.7    (meters)     288.     (feet)  VERTCON   
 GD1714  ___________________________________________________________________
 GD1714  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 GD1714  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GD1714
 GD1714  HORZ ORDER  -  SECOND
 GD1714
 GD1714.The horizontal coordinates were established by classical geodetic methods
 GD1714.and adjusted by the National Geodetic Survey in February 2000..
 GD1714
 GD1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1714
 GD1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1714
 GD1714.The geoid height was determined by GEOID03.
 GD1714
 GD1714;                    North         East     Units Scale Factor Converg.
 GD1714;SPC MO E     -    31,814.486   327,746.708   MT  1.00000779   +0 30 32.6
 GD1714;SPC TN       -   203,974.415   272,702.604   MT  0.99996055   -2 07 44.0
 GD1714;SPC TN       -   669,206.06    894,691.79   sFT  0.99996055   -2 07 44.0
 GD1714;UTM  16      - 4,000,140.725   262,713.899   MT  1.00029381   -1 33 16.9
 GD1714
 GD1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1714!SPC MO E     -   0.99999069  x   1.00000779  =   0.99999848
 GD1714!SPC TN       -   0.99999069  x   0.99996055  =   0.99995124
 GD1714!UTM  16      -   0.99999069  x   1.00029381  =   1.00028449
 GD1714
 GD1714                          SUPERSEDED SURVEY CONTROL
 GD1714
 GD1714  NAD 83(1997)-  36 07 01.06897(N)    089 38 11.00936(W) AD(       ) 2
 GD1714  NAD 83(1997)-  36 07 01.06898(N)    089 38 11.00936(W) AD(       ) 2
 GD1714  NAD 83(1997)-  36 07 01.07222(N)    089 38 11.01004(W) AD(       ) 2
 GD1714  NAD 83(1997)-  36 07 01.07209(N)    089 38 11.01144(W) AD(       ) 2
 GD1714  NAD 83(1986)-  36 07 01.08087(N)    089 38 11.01061(W) AD(       ) 2
 GD1714  NAD 27      -  36 07 00.82787(N)    089 38 10.72337(W) AD(       ) 2
 GD1714  NGVD 29 (07/19/86)   87.6    (m)          287.     (f) VERT ANG       
 GD1714
 GD1714.Superseded values are not recommended for survey control.
 GD1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1714.See file dsdata.txt to determine how the superseded data were derived.
 GD1714
 GD1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6271400141(NAD 83)
 GD1714_MARKER: DD = SURVEY DISK
 GD1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1714+STABILITY: SURFACE MOTION
 GD1714
 GD1714  HISTORY     - Date     Condition        Report By
 GD1714  HISTORY     - 1965     MONUMENTED       TNHD
 GD1714
 GD1714                          STATION DESCRIPTION
 GD1714
 GD1714'DESCRIBED BY TN HIGHWAY DEPT 1965
 GD1714'THE STATION IS LOCATED ABOUT 5-3/4 MILES NORTHEAST OF BRASHER AND 4
 GD1714'1/2 MILES SOUTH-SOUTHEAST OF CARUTHERSVILLE.
 GD1714'
 GD1714'THE AZIMUTH MARK IS 80 FEET WEST OF A WIRE FENCE, 45 FEET SOUTH OF
 GD1714'THE POINT WHERE THE SPUR-LEVEE JOINS THE MAIN LEVEE AND 8 FEET EAST
 GD1714'OF THE APPROXIMATE CENTER OF THE SPUR-LEVEE.  IT IS A STANDARD
 GD1714'TENNESSEE HIGHWAY DEPARTMENT DISK SET IN A 10-INCH, SQUARE,
 GD1714'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FRIESE AZI
 GD1714'1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1853 ***********************************************************************
 GD1853  DESIGNATION -  FRISCO
 GD1853  PID         -  GD1853
 GD1853  STATE/COUNTY-  MO/STODDARD
 GD1853  USGS QUAD   -  ESSEX (1963)
 GD1853
 GD1853                         *CURRENT SURVEY CONTROL
 GD1853  ___________________________________________________________________
 GD1853* NAD 83(1997)-  36 45 30.14270(N)    089 51 28.07506(W)     ADJUSTED  
 GD1853* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 GD1853  ___________________________________________________________________
 GD1853  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 GD1853  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GD1853
 GD1853  HORZ ORDER  -  SECOND
 GD1853
 GD1853.The horizontal coordinates were established by classical geodetic methods
 GD1853.and adjusted by the National Geodetic Survey in February 2000..
 GD1853
 GD1853.The orthometric height was scaled from a topographic map.
 GD1853
 GD1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1853
 GD1853.The geoid height was determined by GEOID03.
 GD1853
 GD1853;                    North         East     Units Scale Factor Converg.
 GD1853;SPC MO E     -   102,832.034   307,340.309   MT  0.99997383   +0 23 03.6
 GD1853;UTM  16      - 4,071,877.637   244,891.713   MT  1.00040185   -1 42 40.1
 GD1853
 GD1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1853!SPC MO E     -   0.99999047  x   0.99997383  =   0.99996430
 GD1853!UTM  16      -   0.99999047  x   1.00040185  =   1.00039232
 GD1853
 GD1853|---------------------------------------------------------------------|
 GD1853| PID    Reference Object                     Distance      Geod. Az  |
 GD1853|                                                           dddmmss.s |
 GD1853| GD1970 FRISCO RM 1                          49.896 METERS 03950     |
 GD1853| GD1972 FRISCO AZ MK                                       0812332.3 |
 GD1853| GD1857 DEXTER MUNICIPAL TANK               APPROX. 9.4 KM 2904347.1 |
 GD1853| GD1971 FRISCO RM 2                          43.754 METERS 32027     |
 GD1853|---------------------------------------------------------------------|
 GD1853
 GD1853                          SUPERSEDED SURVEY CONTROL
 GD1853
 GD1853  NAD 83(1997)-  36 45 30.14372(N)    089 51 28.07493(W) AD(       ) 2
 GD1853  NAD 83(1997)-  36 45 30.14766(N)    089 51 28.07085(W) AD(       ) 2
 GD1853  NAD 83(1997)-  36 45 30.15443(N)    089 51 28.07279(W) AD(       ) 2
 GD1853  NAD 83(1986)-  36 45 30.15393(N)    089 51 28.07444(W) AD(       ) 2
 GD1853  NAD 27      -  36 45 29.95850(N)    089 51 27.75820(W) AD(       ) 2
 GD1853
 GD1853.Superseded values are not recommended for survey control.
 GD1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1853.See file dsdata.txt to determine how the superseded data were derived.
 GD1853
 GD1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF4489271878(NAD 83)
 GD1853_MARKER: DS = TRIANGULATION STATION DISK
 GD1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1853_STAMPING: FRISCO 1954
 GD1853_MARK LOGO: CGS   
 GD1853_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GD1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1853+STABILITY: SURFACE MOTION
 GD1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1853+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD1853
 GD1853  HISTORY     - Date     Condition        Report By
 GD1853  HISTORY     - 1954     MONUMENTED       CGS
 GD1853  HISTORY     - 1962     MARK NOT FOUND   USGS
 GD1853  HISTORY     - 1970     GOOD             NGS
 GD1853  HISTORY     - 19860528 GOOD             NGS
 GD1853  HISTORY     - 20020817 GOOD             USACE
 GD1853
 GD1853                          STATION DESCRIPTION
 GD1853
 GD1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1853'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF DEXTER, ABOUT 4
 GD1853'MILES SOUTH OF ESSEX, IN THE SMALL VILLAGE OF FRISCO AT THE SOUTH
 GD1853'EDGE OF THE VILLAGE CHURCH LOT.  IT IS 85.5 FEET SOUTH OF THE
 GD1853'SOUTHEAST CORNER OF THE CHURCH, 34 FEET WEST OF THE MOST WESTERLY
 GD1853'OF TWIN OAK TREES, AND 14 FEET NORTH OF THE NORTH EDGE OF A
 GD1853'CULTIVATED FIELD.  THE DISK IS SET FLUSH AND IS STAMPED FRISCO 1954.
 GD1853'
 GD1853'REFERENCE MARK 1 IS AT THE EAST EDGE OF THE CHURCH LOT, 41 FEET
 GD1853'SOUTH OF A LARGE OAK TREE IN THE NORTHEAST CORNER OF THE LOT, AND 6
 GD1853'FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD.  IT IS SET FLUSH
 GD1853'AND IS STAMPED FRISCO NO 1 1954.
 GD1853'
 GD1853'REFERENCE MARK 2 IS AT THE WEST EDGE OF THE CHURCH LOT, 27 FEET WEST
 GD1853'OF THE CENTER OF A GRAVELED DRIVE, AND 5 FEET EAST OF THE EAST EDGE
 GD1853'OF A CULTIVATED FIELD.  IT IS SET FLUSH AND IS STAMPED FRISCO NO 2
 GD1853'1954.
 GD1853'
 GD1853'THE AZIMUTH MARK IS ON THE SOUTH RIGHT-OF-WAY OF A GRAVELED ROAD,
 GD1853'20 FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT NORTHWEST OF A
 GD1853'POWERLINE POLE, AND 1 FOOT SOUTH OF A FENCE.  IT PROJECTS 5 INCHES
 GD1853'AND AND IS STAMPED FRISCO 1954.
 GD1853'
 GD1853'TO REACH THE STATION FROM THE POST OFFICE IN DEXTER, GO EAST FOR
 GD1853'0.3 MILE TO AN INTERSECTION, TURN RIGHT AND GO SOUTH AND EAST ON
 GD1853'U.S.  HIGHWAY 60 FOR 4.8 MILES TO A POINT WHERE THE HIGHWAY CURVES TO
 GD1853'THE NORTH AND A GRAVELED ROAD CONTINUES EAST, CONTINUE STRAIGHT
 GD1853'AHEAD ON THE GRAVELED ROAD FOR 1.5 MILES TO A CROSSROAD, HERE TURN
 GD1853'RIGHT AND GO SOUTH ON A WINDING GRAVELED ROAD FOR 2.0 MILES TO A
 GD1853'T-ROAD JUNCTION BETWEEN TWO STORES IN FRISCO, TURN LEFT AND GO
 GD1853'EAST FOR 0.2 MILE TO THE VILLAGE CHURCH AND THE STATION AT THE
 GD1853'SOUTH EDGE OF THE CHURCH LOT AS DESCRIBED.
 GD1853'
 GD1853'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1853
 GD1853                          STATION RECOVERY (1962)
 GD1853
 GD1853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (FLT)
 GD1853'STATION MARK WAS NOT FOUND.
 GD1853'
 GD1853'DISTANCE TAPED AND PROBED FOR.  THE CHURCH LOT MENTIONED IN THE
 GD1853'DESCRIPTION HAS HAD A NEW DRAINAGE DITCH DUG AROUND THE LOT.  THE
 GD1853'STATION AND REFERENCE MARKS BELIEVED TO BE COVERED.
 GD1853
 GD1853                          STATION RECOVERY (1970)
 GD1853
 GD1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1853'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION WAS OCCUPIED
 GD1853'AND THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.  A
 GD1853'NEW DESCRIPTION FOLLOWS.
 GD1853'
 GD1853'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF DEXTER, AT THE SOUTH
 GD1853'EDGE OF THE GROUNDS OF THE BROADWATER CHURCH OF THE BRETHREN, 92
 GD1853'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH, 86 FEET SOUTH
 GD1853'OF THE SOUTHEAST CORNER OF THE CHURCH, 34 FEET WEST OF A TWIN
 GD1853'TRUNK 36 INCH OAK TREE, 59 FEET EAST OF A 36 INCH OAK TREE, 1 FOOT
 GD1853'NORTH OF A METAL WITNESS POST, 19 FEET SOUTHEAST OF A 10 INCH ELM
 GD1853'TREE, MONUMENT IS 6 INCHES UNDERGROUND AND THE DISK IS STAMPED
 GD1853'FRISCO 1954.
 GD1853'
 GD1853'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114 AND
 GD1853'COUNTY ROAD FF AT THE SOUTHWEST EDGE OF ESSEX, GO SOUTH ON HIGHWAY
 GD1853'114 FOR 1.35 MILES TO THE JUNCTION OF COUNTY ROAD KK STRAIGHT AHEAD
 GD1853'AND HIGHWAY 114 TO THE RIGHT.  GO SOUTH ON ROAD KK FOR 2.0 MILES
 GD1853'TO A T-ROAD INTERSECTION IN THE SMALL VILLAGE OF FRISCO.  TURN
 GD1853'LEFT ON GRAVELED ROAD AND GO EAST FOR 0.2 MILE TO THE STATION ON
 GD1853'THE RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.3 MILE TO A
 GD1853'BRIDGE OVER A DRAINAGE DITCH AND THE AZIMUTH MARK AS DESCRIBED.
 GD1853'
 GD1853'REFERENCE MARK 1 IS 69 FEET NORTHEAST OF A 30 INCH OAK TREE, 115
 GD1853'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 76 FEET SOUTH
 GD1853'OF THE CENTERLINE OF THE ROAD, 43 FEET SOUTH OF A 40 INCH OAK TREE,
 GD1853'54 FEET SOUTH OF A POWER TRANSFORMER POLE, AT THE EAST EDGE OF
 GD1853'CHURCH GROUNDS, MONUMENT IS 3 INCHES UNDERGROUND AND THE DISK IS
 GD1853'STAMPED FRISCO NO 1 1954.
 GD1853'
 GD1853'REFERENCE MARK 2 IS 91 FEET SOUTHEAST OF A POWER POLE, 86 FEET SOUTH
 GD1853'OF THE CENTERLINE OF THE ROAD, 71 FEET SOUTHWEST OF THE NORTHWEST
 GD1853'CORNER OF THE CHURCH, 61 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 GD1853'THE CHURCH, 11 FEET NORTHWEST OF A 12 INCH ELM TREE, 2 FEET SOUTH
 GD1853'OF AN 8 INCH ASH TREE, MONUMENT IS 1 INCH UNDERGROUND AND THE
 GD1853'DISK IS STAMPED FRISCO NO 2 1954.
 GD1853'
 GD1853'THE AZIMUTH MARK IS 196 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1853'CHAIN LINK FENCE AROUND ELECTRIC SUB-STATION, 110 FEET
 GD1853'EAST-SOUTHEAST OF THE SOUTHEAST END OF A BRIDGE OVER DRAINAGE DITCH,
 GD1853'46 FEET SOUTH SOUTHWEST AND ACROSS ROAD FROM POWER TRANSFORMER
 GD1853'POLE NO. 8 S 3, 18 FEET SOUTH OF CENTERLINE OF ROAD, 1 FOOT
 GD1853'NORTHWEST OF POWER POLE NO.  8 NW 3 59, 1 FOOT EAST OF METAL WITNESS
 GD1853'POST, MONUMENT PROJECTS 8 INCHES AND DISK IS STAMPED FRISCO
 GD1853'1954.
 GD1853'
 GD1853'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1853'
 GD1853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES
 GD1853'SOUTH OF ESSEX.
 GD1853
 GD1853                          STATION RECOVERY (1986)
 GD1853
 GD1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MCG)
 GD1853'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 GD1853'WERE ALL RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK HAD TO BE
 GD1853'REPLACED DUE TO THE RE-LOCATION OF A POWERLINE POLE.  AN AZIMUTH MARK
 GD1853'2 WAS ESTABLISHED THIS DATE.  THE DISTANCES TO BOTH REFERENCE MARKS
 GD1853'AGREED WITH 1954 DATA.  THE DIRECTION TO RM 1 AGREED WITH 1954 DATA
 GD1853'WHILE THE DIRECTION TO RM 2 WAS 1 MINUTES, 45 SECONDS SMALLER.  THE
 GD1853'UNDERGROUND MARK WAS NOT INSPECTED.  OLD AZIMUTH IS NOW DESTROYED.  A
 GD1853'NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI)
 GD1853'EAST-SOUTHEAST OF DEXTER, 6.4 KM (3.95 MI) SOUTH OF ESSEX, 0.4 KM
 GD1853'(0.25 MI) EAST OF THE SMALL SETTLEMENT OF FRISCO AND ON THE GROUNDS OF
 GD1853'THE BROADWATER CHURCH OF THE BRETHREN. OWNERSHIP- BROADWATER CHURCH OF
 GD1853'THE BRETHREN, RURAL ROUTE, ESSEX, MISSOURI. TO REACH THE STATION FROM
 GD1853'POST OFFICE IN ESSEX, GO SOUTH ON STATE ROAD FF AND CYPRESS STREET FOR
 GD1853'0.32 KM (0.20 MI) TO STATE HIGHWAY 114.  CONTINUE SOUTH ON HIGHWAY 114
 GD1853'FOR 2.25 KM (1.40 MI) TO A CURVE RIGHT AND THE JUNCTION OF STATE ROAD
 GD1853'KK.  CONTINUE SOUTH ON ROAD KK FOR 3.70 KM (2.30 MI) TO A GRAVELED
 GD1853'T-ROAD AT THE SMALL SETTLEMENT OF FRISCO.  TURN LEFT AND GO EAST ON
 GD1853'THE GRAVELED ROAD FOR 0.48 KM (0.30 MI) TO THE CHURCH AND THE STATION
 GD1853'ON THE RIGHT. THE STATION IS A STANDARD CGS DISK STAMPED FRISCO 1954,
 GD1853'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30.0 CM OR 12.0 INCHES
 GD1853'IN DIAMETER RECESSED 15 CM OR 6 INCHES BELOW THE GROUND LOCATED 26.06
 GD1853'M (85.50 FT) S FROM THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 10.36
 GD1853'M (33.99 FT) W FROM THE WESTERNMOST TRUNK OF A TWIN TRUNKED OAK TREE,
 GD1853'4.57 M (14.99 FT) N FROM A CULTIVATED FIELD, AND 0.30 M (0.98 FT) N
 GD1853'FROM A WITNESS POST. REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 GD1853'STAMPED FRISCO NO 1 1954, SET INTO THE TOP OF A SQUARE CONCRETE
 GD1853'MONUMENT 30.0 CM OR 12.0 INCHES IN DIAMETER RECESSED 5 CM OR 2 INCHES
 GD1853'BELOW THE GROUND LOCATED 35.05 M (114.99 FT) SE FROM THE NORTHEAST
 GD1853'CORNER OF THE CHURCH, 23.16 M (75.98 FT) S FROM THE CENTERLINE OF THE
 GD1853'ROAD, 21.03 M (69.00 FT) NE FROM A 30 INCH OAK TREE, 16.46 M (54.00
 GD1853'FT) SSW FROM A POWERLINE POLE WITH A TRANSFORMER, AND LOWER THAN THE
 GD1853'STATION. REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED FRISCO NO
 GD1853'2 1954, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30.0 CM OR 12.0
 GD1853'INCHES IN DIAMETER RECESSED 5 CM OR 2 INCHES BELOW THE GROUND LOCATED
 GD1853'26.21 M (85.99 FT) S FROM THE CENTERLINE OF THE ROAD, 21.64 M (71.00
 GD1853'FT) SW FROM THE NORTHWEST CORNER OF THE CHURCH, 18.59 M (60.99 FT) NE
 GD1853'FROM THE SOUTHWEST CORNER OF THE CHURCH, 0.61 M (2.00 FT) S FROM A
 GD1853'12-INCH ASH TREE, AND LOWER THAN THE STATION. AZIMUTH MARK NO 2 IS A
 GD1853'STANDARD NGS DISK STAMPED FRISCO 1954 NO 2 1986, SET INTO THE TOP OF A
 GD1853'ROUND CONCRETE MONUMENT 30.0 CM OR 12.0 INCHES IN DIAMETER PROJECTING
 GD1853'10 CM OR 4 INCHES ABOVE THE GROUND LOCATED 13.11 M (43.01 FT) ESE FROM
 GD1853'A BURIED CABLE JUNCTION BOX NUMBERED 3 LP 5, 6.10 M (20.01 FT) E FROM
 GD1853'THE CENTERLINE OF THE ROAD, 1.00 M (3.28 FT) N FROM A POWERLINE POLE,
 GD1853'AND 0.61 M (2.00 FT) S FROM A WITNESS POST. TO REACH THE AZIMUTH MARK
 GD1853'FROM THE STATION, GO WEST ON THE GRAVELED ROAD FOR 0.40 KM (0.25 MI)
 GD1853'TO A SIDE ROAD LEFT, IN FRISCO.  TURN LEFT AND GO SOUTH ON A GRAVELED
 GD1853'ROAD FOR 0.40 KM (0.25 MI) TO THE MARK ON THE LEFT, ABOUT 91.5 M 300.2
 GD1853'FT) NORTHEAST FROM A HOUSE. THE UNDERGROUND MARK IS A STANDARD NGS
 GD1853'DISK STAMPED FRISCO 1954 NO 2 1986, SET INTO AN IRREGULAR MASS OF
 GD1853'CONCRETE 0.9 M (3.0 FT) BELOW THE SURFACE.
 GD1853
 GD1853                          STATION RECOVERY (2002)
 GD1853
 GD1853'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1764 ***********************************************************************
 HB1764  DESIGNATION -  FROHNA
 HB1764  PID         -  HB1764
 HB1764  STATE/COUNTY-  MO/PERRY
 HB1764  USGS QUAD   -  ALTENBURG (1994)
 HB1764
 HB1764                         *CURRENT SURVEY CONTROL
 HB1764  ___________________________________________________________________
 HB1764* NAD 83(1997)-  37 38 21.22940(N)    089 37 09.52589(W)     ADJUSTED  
 HB1764* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 HB1764  ___________________________________________________________________
 HB1764  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HB1764  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HB1764
 HB1764  HORZ ORDER  -  FIRST
 HB1764
 HB1764.The horizontal coordinates were established by classical geodetic methods
 HB1764.and adjusted by the National Geodetic Survey in February 2000..
 HB1764
 HB1764.The orthometric height was scaled from a topographic map.
 HB1764
 HB1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1764
 HB1764.The geoid height was determined by GEOID03.
 HB1764
 HB1764;                    North         East     Units Scale Factor Converg.
 HB1764;SPC MO E     -   200,756.788   327,725.940   MT  1.00000772   +0 32 16.3
 HB1764;SPC IL W     -   108,070.191   748,307.350   MT  0.99996991   +0 20 03.4
 HB1764;SPC IL W     -   354,560.28  2,455,071.70   sFT  0.99996991   +0 20 03.4
 HB1764;UTM  16      - 4,169,015.468   268,888.665   MT  1.00025795   -1 36 01.0
 HB1764
 HB1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1764!SPC MO E     -   0.99997674  x   1.00000772  =   0.99998446
 HB1764!SPC IL W     -   0.99997674  x   0.99996991  =   0.99994665
 HB1764!UTM  16      -   0.99997674  x   1.00025795  =   1.00023468
 HB1764
 HB1764|---------------------------------------------------------------------|
 HB1764| PID    Reference Object                     Distance      Geod. Az  |
 HB1764|                                                           dddmmss.s |
 HB1764| CI3657 FROHNA RM 1                                        07133     |
 HB1764| CI3658 FROHNA RM 2                                        1580702.3 |
 HB1764|---------------------------------------------------------------------|
 HB1764
 HB1764                          SUPERSEDED SURVEY CONTROL
 HB1764
 HB1764  NAD 83(1997)-  37 38 21.22930(N)    089 37 09.52609(W) AD(       ) 1
 HB1764  NAD 83(1986)-  37 38 21.24048(N)    089 37 09.52750(W) AD(       ) 1
 HB1764  NAD 27      -  37 38 21.05200(N)    089 37 09.15900(W) AD(       ) 1
 HB1764
 HB1764.Superseded values are not recommended for survey control.
 HB1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1764.See file dsdata.txt to determine how the superseded data were derived.
 HB1764
 HB1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG6888969015(NAD 83)
 HB1764_MARKER: DS = TRIANGULATION STATION DISK
 HB1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1764+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1995
 HB1764
 HB1764  HISTORY     - Date     Condition        Report By
 HB1764  HISTORY     - 1931     MONUMENTED       CGS
 HB1764  HISTORY     - 19950717 GOOD             LOCENG
 HB1764
 HB1764                          STATION DESCRIPTION
 HB1764
 HB1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 HB1764'IN NORTHEAST EDGE OF FROHNA, IN SECTION 20, BRAZEAU TOWNSHIP, IN YARD
 HB1764'OWNED BY PAUL POPP AND OCCUPIED BY HIS SON, 1 FOOT NORTH OF
 HB1764'WOVEN WIRE FENCE AND GARDEN, 73 FEET WEST OF LARGE CATTLE BARN WITH
 HB1764'GALVANIZED-IRON ROOF, 26 FEET WEST OF CENTER LINE OF ROAD LEADING TO
 HB1764'HOUSE, 75 FEET WEST-SOUTHWEST OF CORNER OF HOUSE, AND ABOUT 170 PACES
 HB1764'NORTH OF MAIN ROAD RUNNING THROUGH TOWN.  SURFACE AND UNDERGROUND
 HB1764'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 HB1764'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 HB1764'NO. 1 IS IN BARNYARD, 3 FEET WEST OF OLD BARN, 12 FEET SOUTH
 HB1764'OF WIRE FENCE SEPARATING YARD AND PASTURE, 12 FEET SOUTH OF CORNER OF
 HB1764'BARN, AND 47.63 METERS (156.3 FEET) FROM STATION, N 71 DEG 33 MIN E.
 HB1764'NO. 2 IS AT NORTHEAST CORNER OF SHED USED AS MACHINE SHOP,
 HB1764'ABOUT 6 METERS.  (20 FEET) SOUTH OF CENTER LINE OF MAIN ROAD AT
 HB1764'CURVE, AND ONE-FOURTH MILE FROM STATION, S 21 DEG 53 MIN E.
 HB1764'BEARING FROM STATION TO SPIRE OF LUTHERAN CHURCH AT
 HB1764'ATTENBURG IS S 71 DEG 43 MIN E.
 HB1764
 HB1764                          STATION RECOVERY (1995)
 HB1764
 HB1764'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (CEL)
 HB1764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0540 ***********************************************************************
 LE0540  DESIGNATION -  FRY
 LE0540  PID         -  LE0540
 LE0540  STATE/COUNTY-  MO/PUTNAM
 LE0540  USGS QUAD   -  POLLOCK NW (1964)
 LE0540
 LE0540                         *CURRENT SURVEY CONTROL
 LE0540  ___________________________________________________________________
 LE0540* NAD 83(1997)-  40 26 23.16591(N)    093 14 11.32143(W)     ADJUSTED  
 LE0540* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 LE0540  ___________________________________________________________________
 LE0540  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 LE0540  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LE0540
 LE0540  HORZ ORDER  -  FIRST
 LE0540
 LE0540.The horizontal coordinates were established by classical geodetic methods
 LE0540.and adjusted by the National Geodetic Survey in February 2000..
 LE0540
 LE0540.The orthometric height was scaled from a topographic map.
 LE0540
 LE0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0540
 LE0540.The geoid height was determined by GEOID03.
 LE0540
 LE0540;                    North         East     Units Scale Factor Converg.
 LE0540;SPC MO C     -   511,537.039   437,518.481   MT  0.99998137   -0 28 39.8
 LE0540;SPC IA S     -    48,869.933   522,358.891   MT  1.00003592   +0 10 24.9
 LE0540;UTM  15      - 4,476,595.905   479,944.373   MT  0.99960495   -0 09 12.2
 LE0540
 LE0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0540!SPC MO C     -   0.99995416  x   0.99998137  =   0.99993553
 LE0540!SPC IA S     -   0.99995416  x   1.00003592  =   0.99999008
 LE0540!UTM  15      -   0.99995416  x   0.99960495  =   0.99955913
 LE0540
 LE0540:                Primary Azimuth Mark                     Grid Az
 LE0540:SPC MO C     -  SEYMOUR CONICAL DIRT MOUND               022 23 14.0
 LE0540:SPC IA S     -  SEYMOUR CONICAL DIRT MOUND               021 44 09.3
 LE0540:UTM  15      -  SEYMOUR CONICAL DIRT MOUND               022 03 46.4
 LE0540
 LE0540|---------------------------------------------------------------------|
 LE0540| PID    Reference Object                     Distance      Geod. Az  |
 LE0540|                                                           dddmmss.s |
 LE0540| LE0510 SEYMOUR CONICAL DIRT MOUND          APPROX.30.4 KM 0215434.2 |
 LE0540| CL8546 FRY RM 1                             98.365 METERS 06428     |
 LE0540| LE0534 UNIONVILLE POWER PLANT STACK        APPROX.19.6 KM 0775442.9 |
 LE0540| LE0535 AIRPLANE BEACON 2                   APPROX.14.9 KM 0800551.3 |
 LE0540| CL8548 FRY RM 3                             24.224 METERS 13424     |
 LE0540| LE0539 AIRPLANE BEACON 3                   APPROX. 6.1 KM 1814145.0 |
 LE0540| CL8547 FRY RM 2                             19.858 METERS 20250     |
 LE0540| LE0552 AIRPLANE BEACON 4                   APPROX.20.4 KM 2285908.1 |
 LE0540| LE0553 EASTER                              APPROX.20.8 KM 2622401.5 |
 LE0540| LE0519 FAIRVIEW CHURCH SPIRE               APPROX.22.4 KM 3090101.1 |
 LE0540| LE0513 SEWAL BRICK SCH HOUSE CHIMNEY       APPROX.22.1 KM 3550121.4 |
 LE0540| LE0512 SEWAL RR COAL ELEV HIGHEST PT       APPROX.23.0 KM 3561404.3 |
 LE0540|---------------------------------------------------------------------|
 LE0540
 LE0540                          SUPERSEDED SURVEY CONTROL
 LE0540
 LE0540  NAD 83(1997)-  40 26 23.16579(N)    093 14 11.32176(W) AD(       ) 1
 LE0540  NAD 83(1986)-  40 26 23.16462(N)    093 14 11.32674(W) AD(       ) 1
 LE0540  NAD 27      -  40 26 23.12270(N)    093 14 10.56000(W) AD(       ) 1
 LE0540
 LE0540.Superseded values are not recommended for survey control.
 LE0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0540.See file dsdata.txt to determine how the superseded data were derived.
 LE0540
 LE0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE7994476596(NAD 83)
 LE0540_MARKER: DS = TRIANGULATION STATION DISK
 LE0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0540
 LE0540  HISTORY     - Date     Condition        Report By
 LE0540  HISTORY     - 1928     MONUMENTED       CGS
 LE0540  HISTORY     - 1935     GOOD             CGS
 LE0540  HISTORY     - 1967     GOOD             CGS
 LE0540
 LE0540                          STATION DESCRIPTION
 LE0540
 LE0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0540'ABOUT 4 MILES SOUTHEAST OF LUCERNE IN THE DEFUNCT VILLAGE OF TERRE
 LE0540'HAUTE, IN THE NE 1/4 NE 1/4 SEC. 15, T. 65 N., R. 21 W. ON LAND
 LE0540'DEEDED TO THE VILLAGE FOR A PUBLIC SQUARE, 7.80 METERS (25.6 FEET)
 LE0540'EAST OF EAST FENCE OF PROPERTY OWNED AND OCCUPIED BY MRS. FRY,
 LE0540'18.8 METERS (62 FEET) SOUTHEAST OF PINE TREE IN HER YARD, AND 25
 LE0540'METERS (82 FEET) NORTH OF PUBLIC ROAD WHICH IS ONE-FOURTH MILE
 LE0540'SOUTH OF EAST-WEST SECTION-LINE ROAD.  SURFACE AND UNDERGROUND
 LE0540'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.  UNDERGROUND
 LE0540'MARK IS 5 FEET BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE
 LE0540'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 LE0540'13.5 METERS (44 FEET) SOUTH OF CENTER LINE OF ROAD, 0.50 METER
 LE0540'(1.6 FEET) WEST OF FENCE, AND 103.6 METERS (340 FEET) (PACED
 LE0540'DISTANCE) FROM STATION.  NO. 2 IS
 LE0540'7.2 METERS (24 FEET) NORTH OF CENTERLINE OF ROAD, 0.40 METER
 LE0540'(1.3 FEET) EAST OF FENCE, AND 19.82 METERS (65.0 FEET) FROM
 LE0540'STATION.
 LE0540
 LE0540                          STATION RECOVERY (1935)
 LE0540
 LE0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 LE0540'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 LE0540'THE SURFACE MONUMENT PROJECTS SIX INCHES ABOVE THE GROUND.
 LE0540'ALL OLD TIES STILL HOLD.  STATION IS 154 FEET EAST OF NORTHEAST
 LE0540'CORNER OF HOUSE OWNED BY MRS. FRY, AND 17 FEET NORTH OF NORTH
 LE0540'SIDE OF SAME HOUSE.
 LE0540'
 LE0540'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION WITH TOP LEVEL
 LE0540'WITH GROUND SURFACE.
 LE0540'
 LE0540'DESCRIPTION SHOULD READ- 323 FEET FROM STATION.
 LE0540'OLD TIES STILL HOLD.
 LE0540'
 LE0540'REFERENCE MARK NO. 2 WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 LE0540'ALL OLD TIES STILL HOLD.
 LE0540
 LE0540                          STATION RECOVERY (1967)
 LE0540
 LE0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0540'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LE0540'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LE0540'
 LE0540'REFERENCE MARK NO. 3 WAS SET.
 LE0540'
 LE0540'FOLLOWING IS A NEW DESCRIPTION.
 LE0540'
 LE0540'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136
 LE0540'AND COUNTY ROAD KK WHICH IS 4 MILES EAST OF LUCERNE AND 12
 LE0540'MILES WEST OF UNIONVILLE, GO SOUTH ON COUNTY ROAD K FOR 2.25
 LE0540'MILES TO THE JUNCTION OF COUNTY ROAD KK.  TURN RIGHT AND GO
 LE0540'WEST ON COUNTY ROAD KK FOR 0.2 MILE TO A FIELD ENTRANCE AND
 LE0540'THE STATION ON THE RIGHT.
 LE0540'
 LE0540'STATION MARK, A STANDARD DISK STAMPED FRY 1928, IS SET IN THE TOP
 LE0540'OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 154 FEET
 LE0540'EAST AND 17 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE HOUSE,
 LE0540'90 FEET NORTH OF THE CENTER OF COUNTY ROAD KK, AND 1 FOOT
 LE0540'NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LE0540'INSPECTED.
 LE0540'
 LE0540'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FRY NO 1 1928, IS SET
 LE0540'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 1 INCH BELOW THE
 LE0540'SURFACE OF THE GROUND.  IT IS 52 FEET WEST-SOUTHWEST OF A 20-INCH
 LE0540'TREE AND 43 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 LE0540'
 LE0540'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FRY NO 2 1928, IS
 LE0540'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LE0540'SURFACE OF THE GROUND.  IT IS 31 FEET NORTH OF THE CENTER OF COUNTY
 LE0540'ROAD KK, 22 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT
 LE0540'NORTH OF A STEEL POST.
 LE0540'
 LE0540'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FRY 1928 NO. 3
 LE0540'1967.  IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 LE0540'WITH THE SURFACE OF THE GROUND.  IT IS 42 FEET EAST OF THE CENTER
 LE0540'OF THE FIELD ENTRANCE, AND 33 FEET NORTH OF THE CENTER OF
 LE0540'COUNTY ROAD KK.
 LE0540'
 LE0540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 LE0540'SOUTHEAST OF LUCERNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1566 ***********************************************************************
 JC1566  DESIGNATION -  FULTON 2 AZ MK
 JC1566  PID         -  JC1566
 JC1566  STATE/COUNTY-  MO/CALLAWAY
 JC1566  USGS QUAD   -  FULTON (1985)
 JC1566
 JC1566                         *CURRENT SURVEY CONTROL
 JC1566  ___________________________________________________________________
 JC1566* NAD 83(1997)-  38 51 38.14091(N)    091 57 29.20493(W)     ADJUSTED  
 JC1566* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 JC1566  ___________________________________________________________________
 JC1566  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 JC1566  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JC1566
 JC1566  HORZ ORDER  -  THIRD
 JC1566
 JC1566.The horizontal coordinates were established by classical geodetic methods
 JC1566.and adjusted by the National Geodetic Survey in February 2000..
 JC1566.No horizontal observational check was made to the station.
 JC1566
 JC1566.The orthometric height was scaled from a topographic map.
 JC1566
 JC1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1566
 JC1566.The geoid height was determined by GEOID03.
 JC1566
 JC1566;                    North         East     Units Scale Factor Converg.
 JC1566;SPC MO C     -   336,095.407   547,030.756   MT  0.99996056   +0 20 24.0
 JC1566;UTM  15      - 4,301,822.529   590,396.705   MT  0.99970062   +0 39 13.5
 JC1566
 JC1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1566!SPC MO C     -   0.99996491  x   0.99996056  =   0.99992547
 JC1566!UTM  15      -   0.99996491  x   0.99970062  =   0.99966554
 JC1566
 JC1566                          SUPERSEDED SURVEY CONTROL
 JC1566
 JC1566  NAD 83(1986)-  38 51 38.15280(N)    091 57 29.20916(W) AD(       ) 3
 JC1566  NAD 27      -  38 51 38.00207(N)    091 57 28.55383(W) AD(       ) 3
 JC1566
 JC1566.Superseded values are not recommended for survey control.
 JC1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1566.See file dsdata.txt to determine how the superseded data were derived.
 JC1566
 JC1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9039701823(NAD 83)
 JC1566_MARKER: DZ = AZIMUTH MARK DISK
 JC1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC1566_STAMPING: FULTON 2 1961 1981
 JC1566_MARK LOGO: NGS   
 JC1566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JC1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1566+STABILITY: SURFACE MOTION
 JC1566
 JC1566  HISTORY     - Date     Condition        Report By
 JC1566  HISTORY     - 1981     MONUMENTED       NGS
 JC1566  HISTORY     - 19810225 GOOD             NGS
 JC1566
 JC1566                          STATION DESCRIPTION
 JC1566
 JC1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JC1566'THE STATION IS IN THE NORTHWEST PART OF FULTON ON THE PROPERTY OF THE
 JC1566'HARBISON WALKER REFACTORIES, P.O. BOX 501, FULTON, MISSOURI 65251.
 JC1566'
 JC1566'TO REACH THE STATION FROM THE INTERSECTION OF WEST 14TH AND
 JC1566'WESTMINSTER STREETS IN FULTON, GO SOUTH ON WESTMINSTER STREET FOR
 JC1566'0.1 MILE TO 13TH STREET.  TURN RIGHT AND GO WEST FOR 0.15 MILE TO A
 JC1566'GRAVEL SIDE STREET ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 JC1566'BROOKSIDE DRIVE FOR 0.15 MILE TO A CURVE TO THE LEFT IN THE STREET,
 JC1566'AN OVERHEAD POWERLINE CROSSING AND THE MARK ON THE RIGHT.
 JC1566'
 JC1566'STATION MARK IS A STANDARD DISK, STAMPED---FULTON 2 1961 1981---SET
 JC1566'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 29.0 FEET
 JC1566'NORTHEAST OF THE CENTERLINE OF BROOKSIDE DRIVE, 2.7 FEET NORTHWEST
 JC1566'OF A POWERLINE POLE AND 2.0 FEET NORTH OF A WITNESS POST.  REBAR
 JC1566'WAS PLACED IN THE MARK.
 JC1566
 JC1566                          STATION RECOVERY (1981)
 JC1566
 JC1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DJN)
 JC1566'STATION FULTON 2 1961 AZ MK POSITION WAS VESTED BY THE CITY OF FULTON
 JC1566'MISSOURI COUNTY ENGINEER, MR TOM WILCOX THROUGH MR CHARLES L NOVAK,
 JC1566'CHIEF OF MARK MAINTENANCE ON 2-13-81.  THE COMPUTATION WAS STARTED ON
 JC1566'2-25-81 AND COMPLETED ON 2-27-81.  PROBLEMS ARISES FROM REVIEWING MR
 JC1566'ODUM RECORDS THAT FULTON 2 1961 MAY NOT BE IN THE SAME POSITION.  MR
 JC1566'ODUM SAID THAT HE WAS NOT GETTING ANY CHECK ANGLES ON THE INTERSECTION
 JC1566'STATIONS.  AT THIS TIME MR ODUM REMOVED THE SURFACE MK AT FULTON 2
 JC1566'1961.  IN THE CONFUSION OF HAVING ASSISTANTS FROM THE CITY, NO
 JC1566'ECCENTRIC WAS MEASURED BETWEEN THE SURFACE MARK AND THE UNDERGROUND
 JC1566'MARK.  MR ODUM THEN OBSERVED POLARIS ON THE AZIMUTH MARK AND EDM TO
 JC1566'THE AZIMUTH MARK.  HE ALSO RERAN THE TRAVERSE BETWEEN FULTON 1934 AND
 JC1566'FULTON 2 1961.  HE GOT A DIFFERENCE OF 0.010 M (0.033 FT) LARGER THE
 JC1566'ORIGINAL DISTANCES.  I RERAN A FREE ADJUSTMENT TO SEE HOW MUCH FULTON
 JC1566'2 1961 HAD MOVED.  THE POSITION COMPARED GOOD WITH THE 1961 POSITION.
 JC1566'THE POSITION OF FULTON 2 WAS NOT UPSET.  THE TURN ROUND ON UNIVAL WAS
 JC1566'VERY SLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1565 ***********************************************************************
 JC1565  DESIGNATION -  FULTON 2 RESET
 JC1565  PID         -  JC1565
 JC1565  STATE/COUNTY-  MO/CALLAWAY
 JC1565  USGS QUAD   -  FULTON (1985)
 JC1565
 JC1565                         *CURRENT SURVEY CONTROL
 JC1565  ___________________________________________________________________
 JC1565* NAD 83(1997)-  38 51 36.99738(N)    091 57 08.46566(W)     ADJUSTED  
 JC1565* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 JC1565  ___________________________________________________________________
 JC1565  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 JC1565  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JC1565
 JC1565  HORZ ORDER  -  SECOND
 JC1565
 JC1565.The horizontal coordinates were established by classical geodetic methods
 JC1565.and adjusted by the National Geodetic Survey in February 2000..
 JC1565
 JC1565.The orthometric height was scaled from a topographic map.
 JC1565
 JC1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1565
 JC1565.The geoid height was determined by GEOID03.
 JC1565
 JC1565;                    North         East     Units Scale Factor Converg.
 JC1565;SPC MO C     -   336,063.129   547,530.963   MT  0.99996114   +0 20 37.0
 JC1565;UTM  15      - 4,301,792.998   590,896.952   MT  0.99970174   +0 39 26.5
 JC1565
 JC1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1565!SPC MO C     -   0.99996444  x   0.99996114  =   0.99992558
 JC1565!UTM  15      -   0.99996444  x   0.99970174  =   0.99966619
 JC1565
 JC1565|---------------------------------------------------------------------|
 JC1565| PID    Reference Object                     Distance      Geod. Az  |
 JC1565|                                                           dddmmss.s |
 JC1565| JC1561 FULTON WM WOODS COLEGE TANK         195.369 METERS 14129     |
 JC1565| CM3746 FULTON 2 RM 4                        24.140 METERS 26959     |
 JC1565| CM3745 FULTON 2 RM 3                        24.125 METERS 27005     |
 JC1565| JC1566 FULTON 2 AZ MK                      APPROX. 0.5 KM 2740208.7 |
 JC1565| CM3739 FULTON RM 1                          33.885 METERS 35138     |
 JC1565| DH6929 FULTON RESET                          7.943 METERS 35141     |
 JC1565|---------------------------------------------------------------------|
 JC1565
 JC1565                          SUPERSEDED SURVEY CONTROL
 JC1565
 JC1565  NAD 83(1986)-  38 51 37.00926(N)    091 57 08.46989(W) AD(       ) 2
 JC1565  NAD 27      -  38 51 36.85860(N)    091 57 07.81520(W) AD(       ) 2
 JC1565
 JC1565.Superseded values are not recommended for survey control.
 JC1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1565.See file dsdata.txt to determine how the superseded data were derived.
 JC1565
 JC1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9089701793(NAD 83)
 JC1565_MARKER: DS = TRIANGULATION STATION DISK
 JC1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1565_STAMPING: FULTON 2 1961 1981
 JC1565_MARK LOGO: NGS   
 JC1565_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 JC1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1565+STABILITY: SURFACE MOTION
 JC1565
 JC1565  HISTORY     - Date     Condition        Report By
 JC1565  HISTORY     - 1981     MONUMENTED       NGS
 JC1565
 JC1565                          STATION DESCRIPTION
 JC1565
 JC1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JC1565'THE SURFACE STATION MARK WAS FOUND DISTURBED.  REFERENCE MARK 3 WAS
 JC1565'FOUND DESTROYED.  THE UNDERGROUND STATION MARK, FULTON UNDERGROUND
 JC1565'MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION. REFERENCE
 JC1565'MARK 4, AN AZIMUTH MARK AND NEW SURFACE MARKS FULTON 2 AND FULTON WERE
 JC1565'ESTABLISHED.  THE DIRECTION TO FULTON WAS 3 MINUTES, 15 SECONDS LARGER
 JC1565'THAN 1961 DATA AND THE TRAVERSED DISTANCE WAS 0.0097 M (0.0318 FT)
 JC1565'LONGER.  THE DIRECTION TO REFERENCE MARK 1 WAS 3 SECONDS SMALLER THAN
 JC1565'1961 DATA AND THE DISTANCE WAS 0.18 FT (5.49 CM) LONGER.  THE
 JC1565'DIRECTION TO THE FULTON MUNICIPAL TANK WAS 9.7 SECONDS LARGER.  A
 JC1565'POLARIS OBSERVATION WAS MADE TO THE AZIMUTH MARK.  A NEW DESCRIPTION
 JC1565'FOLLOWS.
 JC1565' 
 JC1565'THE STATION IS IN THE NORTHWEST PART OF FULTON, AT THE NORTHWEST
 JC1565'CORNER OF THE SW 114, SEC8, T47N, R9W AND AT THE INTERSECTION OF WEST
 JC1565'14TH AND MONROE STREETS. TO REACH THE AZIMUTH MARK FROM THE STATION,
 JC1565'GO WEST ON 14TH STREET 0.05 MI (0.08 KM) TO WESTMINSTER STREET.  TURN
 JC1565'LEFT AND GO SOUTH FOR 0.1 MI (0.2 KM) TO WEST 13TH STREET.  TURN RIGHT
 JC1565'AND GO WEST, ENTERING THE PROPERTY OF THE HARBISON WALKER REFACTORIES,
 JC1565'FOR 0.15 MI (0.24 KM) TO A GRAVELED STREET ON THE RIGHT.  TURN RIGHT
 JC1565'AND GO NORTHWEST ON BROOKSIDE DRIVE FOR 0.15 MI MI (0.24 KM) TO THE
 JC1565'MARK ON THE RIGHT, AT A CURVE IN THE ROAD TO THE LEFT AND AN OVERHEAD
 JC1565'POWERLINE CROSSING.
 JC1565' 
 JC1565'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED--FULTON 2 1961
 JC1565'1981--, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 4 INCHES LOWER
 JC1565'THAN THE GROUND SURFACE AND IS WITHIN A 30-INCH DIAMETER, CONCRETE
 JC1565'PIPE THAT IS FILLED WITH GRAVEL AND EXTENDS 24 INCHES BELOW THE GROUND
 JC1565'SURFACE. THE CONCRETE PIPE PROJECTS 8 INCHES ABOVE THE GROUND SURFACE
 JC1565'AND HAS A METAL LID WHICH COVERS THE MARK. THE UNDERGROUND MARK IS A
 JC1565'STANDARD DISK STAMPED--FULTON 2 1961--, SET IN AN IRREGULAR MASS OF
 JC1565'CONCRETE 36 INCHES BELOW THE GROUND SURFACE. THE MARKS ARE 61.5 FT
 JC1565'(18.7 M) SOUTH SOUTHEAST OF A FIRE HYDRANT, 60.0 FT (18.3 M) SOUTH OF
 JC1565'THE CENTER OF THE JUNCTION OF MONROE AND WEST 14TH STREETS, 40.0 FT
 JC1565'(12.2 M) WEST SOUTHWEST OF THE NORTHWEST CORNER OF A METAL HORSE BARN,
 JC1565'35.0 FT (10.7 M) EAST NORTHEAST OF A POWERLINE POLE AND 5.3 FT (1.6 M)
 JC1565'WEST OF A WITNESS POST AT THE NORTH END OF A GATE INTO A CORRAL.
 JC1565' 
 JC1565'MAGNETIC MATERIAL WAS PLACED NEXT TO THE UNDERGROUND MARK AND IN THE
 JC1565'SURFACE MARK.         REFERENCE MARK 1 IS A STANDARD DISK,
 JC1565'STAMPED--FULTON NO 1 1934--, SET IN THE TOP OF A ROUND CONCRETE POST
 JC1565'THAT PROJECTS 5 INCHES.  IT IS 51.2 FT (15.6 M) NORTH OF THE FIRE
 JC1565'HYDRANT, 44.6 FT (13.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE
 JC1565'AT 1407 MONROE STREET AND 15.5 FT (4.7 M) WEST OF THE CENTER OF A
 JC1565'MANHOLE THAT IS ON THE CENTERLINE OF MONROE STREET.  REBAR WAS DRIVEN
 JC1565'BY THE MARK.
 JC1565' 
 JC1565'REFERENCE MARK 4 IS A STANDARD DISK STAMPED--FULTON 2 1961 NO 4
 JC1565'1981--, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2
 JC1565'INCHES.  IT IS 86.5 FT (26.4 M) SOUTHWEST OF THE FIRE HYDRANT, 84.5 FT
 JC1565'(25.8 M) WEST THE WITNESS POST AND NORTH END OF THE GATE, 27.0 FT (8.2
 JC1565'M) SOUTH OF THE CENTERLINE OF WEST 14TH STREET AND 6.5 FT (2.0 M)
 JC1565'NORTH OF A BOARD FENCE.  REBAR WAS PLACED BY THE MARK.
 JC1565' 
 JC1565'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED--FULTON 2 1961 1981--,
 JC1565'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH GROUND
 JC1565'LOCATED 29.0 FT (8.8 M) NORTHEAST OF THE CENTERLINE OF BROOKSIDE
 JC1565'DRIVE, 2.7 FT (0.8 M) NORTHWEST OF A POWERLINE POLE AND 2.0 FT (0.6 M)
 JC1565'NORTH OF A WITNESS POST. THIS MARK IS ON THE PROPERTY OF THE HARBISON
 JC1565'WALKER REFACTORIES, POST OFFICE BOX 501, FULTON, MISSOURI 65251. REBAR
 JC1565'WAS PLACED IN THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1564 ***********************************************************************
 JC1564  DESIGNATION -  FULTON CALLAWAY ELEC RAD MAST
 JC1564  PID         -  JC1564
 JC1564  STATE/COUNTY-  MO/CALLAWAY
 JC1564  USGS QUAD   -  FULTON (1985)
 JC1564
 JC1564                         *CURRENT SURVEY CONTROL
 JC1564  ___________________________________________________________________
 JC1564* NAD 83(1997)-  38 50 08.70149(N)    091 57 22.74902(W)     ADJUSTED  
 JC1564* NAVD 88     -                                                        
 JC1564  ___________________________________________________________________
 JC1564  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JC1564  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JC1564
 JC1564  HORZ ORDER  -  THIRD
 JC1564
 JC1564.The horizontal coordinates were established by classical geodetic methods
 JC1564.and adjusted by the National Geodetic Survey in February 2000..
 JC1564
 JC1564
 JC1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1564
 JC1564.The geoid height was determined by GEOID03.
 JC1564
 JC1564;                    North         East     Units Scale Factor Converg.
 JC1564;SPC MO C     -   333,338.461   547,202.815   MT  0.99996076   +0 20 27.4
 JC1564;UTM  15      - 4,299,067.282   590,583.806   MT  0.99970104   +0 39 16.3
 JC1564
 JC1564                          SUPERSEDED SURVEY CONTROL
 JC1564
 JC1564  NAD 83(1986)-  38 50 08.71301(N)    091 57 22.75264(W) AD(       ) 4
 JC1564  NAD 27      -  38 50 08.56900(N)    091 57 22.08800(W) AD(       ) 3
 JC1564
 JC1564.Superseded values are not recommended for survey control.
 JC1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1564.See file dsdata.txt to determine how the superseded data were derived.
 JC1564
 JC1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC9058499067(NAD 83)
 JC1564_MARKER: 42 = RADIO/TV MAST
 JC1564
 JC1564  HISTORY     - Date     Condition        Report By
 JC1564  HISTORY     - 1949     FIRST OBSERVED   CGS
 JC1564
 JC1564                          STATION DESCRIPTION
 JC1564
 JC1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1564'THE STATION IS LOCATED AT SOUTHEAST EDGE OF THE TOWN OF FULTON.
 JC1564'IT IS ABOUT 126 FEET HIGH, BUILT OF WOOD POLES AND IT IS
 JC1564'PAINTED RED AND WHITE.
 JC1564'
 JC1564'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 54 AND COUNTY ROUTE
 JC1564'C AT THE SOUTHEAST EDGE OF FULTON, GO SOUTH AND WEST ON U.S.
 JC1564'HIGHWAY 54 FOR 0.75 MILE TO STATION ON RIGHT BEHIND THE CALLAWAY
 JC1564'ELECTRIC CO. SHOP.
 JC1564'
 JC1564'THE POINT INTERSECTED WAS THE EXTREME TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1554 ***********************************************************************
 JC1554  DESIGNATION -  FULTON MO HOSP FOR INSANE STK
 JC1554  PID         -  JC1554
 JC1554  STATE/COUNTY-  MO/CALLAWAY
 JC1554  USGS QUAD   -  FULTON (1985)
 JC1554
 JC1554                         *CURRENT SURVEY CONTROL
 JC1554  ___________________________________________________________________
 JC1554* NAD 83(1997)-  38 50 49.38262(N)    091 56 11.78997(W)     ADJUSTED  
 JC1554* NAVD 88     -                                                        
 JC1554  ___________________________________________________________________
 JC1554  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JC1554  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JC1554
 JC1554  HORZ ORDER  -  THIRD
 JC1554
 JC1554.The horizontal coordinates were established by classical geodetic methods
 JC1554.and adjusted by the National Geodetic Survey in February 2000..
 JC1554
 JC1554
 JC1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1554
 JC1554.The geoid height was determined by GEOID03.
 JC1554
 JC1554;                    North         East     Units Scale Factor Converg.
 JC1554;SPC MO C     -   334,603.235   548,906.402   MT  0.99996278   +0 21 12.2
 JC1554;UTM  15      - 4,300,341.032   592,280.006   MT  0.99970486   +0 40 01.4
 JC1554
 JC1554                          SUPERSEDED SURVEY CONTROL
 JC1554
 JC1554  NAD 83(1986)-  38 50 49.39443(N)    091 56 11.79394(W) AD(       ) 4
 JC1554  NAD 27      -  38 50 49.24400(N)    091 56 11.14300(W) AD(       ) 3
 JC1554
 JC1554.Superseded values are not recommended for survey control.
 JC1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1554.See file dsdata.txt to determine how the superseded data were derived.
 JC1554
 JC1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9228000341(NAD 83)
 JC1554_MARKER: 63 = STACK
 JC1554
 JC1554  HISTORY     - Date     Condition        Report By
 JC1554  HISTORY     - 1934     FIRST OBSERVED   CGS
 JC1554
 JC1554                          STATION DESCRIPTION
 JC1554
 JC1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1554'STATION IS THE CENTER OF THE ROUND CONCRETE STACK AT THE
 JC1554'POWER PLANT OF THE MISSOURI STATE HOSPITAL FOR INSANE.  THE
 JC1554'STACK HAS A SLIGHT CORBEL AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1557 ***********************************************************************
 JC1557  DESIGNATION -  FULTON MO HOSP FOR INSANE STK
 JC1557  PID         -  JC1557
 JC1557  STATE/COUNTY-  MO/CALLAWAY
 JC1557  USGS QUAD   -  FULTON (1985)
 JC1557
 JC1557                         *CURRENT SURVEY CONTROL
 JC1557  ___________________________________________________________________
 JC1557* NAD 83(1997)-  38 50 49.76569(N)    091 56 08.56059(W)     ADJUSTED  
 JC1557* NAVD 88     -                                                        
 JC1557  ___________________________________________________________________
 JC1557  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 JC1557  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JC1557
 JC1557  HORZ ORDER  -  THIRD
 JC1557
 JC1557.The horizontal coordinates were established by classical geodetic methods
 JC1557.and adjusted by the National Geodetic Survey in February 2000..
 JC1557
 JC1557
 JC1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1557
 JC1557.The geoid height was determined by GEOID03.
 JC1557
 JC1557;                    North         East     Units Scale Factor Converg.
 JC1557;SPC MO C     -   334,615.527   548,984.200   MT  0.99996287   +0 21 14.2
 JC1557;UTM  15      - 4,300,353.747   592,357.715   MT  0.99970504   +0 40 03.4
 JC1557
 JC1557                          SUPERSEDED SURVEY CONTROL
 JC1557
 JC1557  NAD 83(1986)-  38 50 49.77737(N)    091 56 08.56455(W) AD(       ) 4
 JC1557  NAD 27      -  38 50 49.62800(N)    091 56 07.90800(W) AD(       ) 3
 JC1557
 JC1557.Superseded values are not recommended for survey control.
 JC1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1557.See file dsdata.txt to determine how the superseded data were derived.
 JC1557
 JC1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9235800354(NAD 83)
 JC1557_MARKER: 63 = STACK
 JC1557
 JC1557  HISTORY     - Date     Condition        Report By
 JC1557  HISTORY     - 1949     FIRST OBSERVED   CGS
 JC1557
 JC1557                          STATION DESCRIPTION
 JC1557
 JC1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1557'THE STATION IS LOCATED AT THE EAST EDGE OF THE SMALL CITY OF
 JC1557'FULTON, IT IS ABOUT 125 FEET HIGH, BUILT OF YELLOW BRICK AND
 JC1557'SITS ATOP THE POWER HOUSE BUILDING.
 JC1557'
 JC1557'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 JC1557'IN FULTON, GO EAST 0.4 MILE, TURN LEFT (NORTH) FOR 0.05 MILE TO
 JC1557'ENTRANCE TO HOSPITAL, TURN RIGHT (EAST) AND GO 0.25 MILE TO
 JC1557'POWER HOUSE BUILDING AND STACK ON RIGHT AS DESCRIBED.
 JC1557'
 JC1557'THE POINT INTERSECTED WAS THE EXTREME TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1558 ***********************************************************************
 JC1558  DESIGNATION -  FULTON MO HOSP FOR INSANE TANK
 JC1558  PID         -  JC1558
 JC1558  STATE/COUNTY-  MO/CALLAWAY
 JC1558  USGS QUAD   -  FULTON (1985)
 JC1558
 JC1558                         *CURRENT SURVEY CONTROL
 JC1558  ___________________________________________________________________
 JC1558* NAD 83(1997)-  38 50 49.47521(N)    091 55 59.80324(W)     ADJUSTED  
 JC1558* NAVD 88     -                                                        
 JC1558  ___________________________________________________________________
 JC1558  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 JC1558  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JC1558
 JC1558  HORZ ORDER  -  THIRD
 JC1558
 JC1558.The horizontal coordinates were established by classical geodetic methods
 JC1558.and adjusted by the National Geodetic Survey in February 2000..
 JC1558
 JC1558
 JC1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1558
 JC1558.The geoid height was determined by GEOID03.
 JC1558
 JC1558;                    North         East     Units Scale Factor Converg.
 JC1558;SPC MO C     -   334,607.878   549,195.424   MT  0.99996312   +0 21 19.7
 JC1558;UTM  15      - 4,300,347.255   592,568.923   MT  0.99970552   +0 40 08.9
 JC1558
 JC1558                          SUPERSEDED SURVEY CONTROL
 JC1558
 JC1558  NAD 83(1986)-  38 50 49.48704(N)    091 55 59.80721(W) AD(       ) 4
 JC1558  NAD 27      -  38 50 49.34300(N)    091 55 59.15700(W) AD(       ) 3
 JC1558
 JC1558.Superseded values are not recommended for survey control.
 JC1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1558.See file dsdata.txt to determine how the superseded data were derived.
 JC1558
 JC1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9256900347(NAD 83)
 JC1558_MARKER: 53 = ELEVATED TANK
 JC1558
 JC1558  HISTORY     - Date     Condition        Report By
 JC1558  HISTORY     - 1934     FIRST OBSERVED   CGS
 JC1558  HISTORY     - 1949     GOOD             CGS
 JC1558
 JC1558                          STATION DESCRIPTION
 JC1558
 JC1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1558'STATION IS THE CENTER OF THE BALL ON TOP OF THE SILVER STEEL
 JC1558'WATER TANK ON THE GROUNDS OF THE MISSOURI STATE HOSPITAL FOR
 JC1558'INSANE.
 JC1558
 JC1558                          STATION RECOVERY (1949)
 JC1558
 JC1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1558'THE STATION IS LOCATED AT THE EAST EDGE OF THE SMALL CITY OF
 JC1558'FULTON.  IT IS ABOUT 100 FEET SOUTH OF A GRAVEL DRIVEWAY, 100
 JC1558'FEET HIGH, HAS 6-LEGS AND IS PAINTED SILVER.
 JC1558'
 JC1558'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE,
 JC1558'GO EAST 0.4 MILE, TURN LEFT (NORTH) FOR 0.05 MILE TO ENTRANCE
 JC1558'TO HOSPITAL, TURN RIGHT (EAST) AND GO 0.35 MILE TO STATION ON
 JC1558'RIGHT AS DESCRIBED.
 JC1558'
 JC1558'THE POINT INTERSECTED WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1556 ***********************************************************************
 JC1556  DESIGNATION -  FULTON MO ST DEAF DUMB SCH STK
 JC1556  PID         -  JC1556
 JC1556  STATE/COUNTY-  MO/CALLAWAY
 JC1556  USGS QUAD   -  FULTON (1985)
 JC1556
 JC1556                         *CURRENT SURVEY CONTROL
 JC1556  ___________________________________________________________________
 JC1556* NAD 83(1997)-  38 50 57.56321(N)    091 56 21.64346(W)     ADJUSTED  
 JC1556* NAVD 88     -                                                        
 JC1556  ___________________________________________________________________
 JC1556  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JC1556  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JC1556
 JC1556  HORZ ORDER  -  THIRD
 JC1556
 JC1556.The horizontal coordinates were established by classical geodetic methods
 JC1556.and adjusted by the National Geodetic Survey in February 2000..
 JC1556
 JC1556
 JC1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1556
 JC1556.The geoid height was determined by GEOID03.
 JC1556
 JC1556;                    North         East     Units Scale Factor Converg.
 JC1556;SPC MO C     -   334,854.022   548,667.254   MT  0.99996249   +0 21 06.1
 JC1556;UTM  15      - 4,300,590.442   592,039.551   MT  0.99970431   +0 39 55.3
 JC1556
 JC1556                          SUPERSEDED SURVEY CONTROL
 JC1556
 JC1556  NAD 83(1986)-  38 50 57.57490(N)    091 56 21.64758(W) AD(       ) 4
 JC1556  NAD 27      -  38 50 57.42700(N)    091 56 20.98100(W) AD(       ) 3
 JC1556
 JC1556.Superseded values are not recommended for survey control.
 JC1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1556.See file dsdata.txt to determine how the superseded data were derived.
 JC1556
 JC1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9204000590(NAD 83)
 JC1556_MARKER: 63 = STACK
 JC1556
 JC1556  HISTORY     - Date     Condition        Report By
 JC1556  HISTORY     - 1949     FIRST OBSERVED   CGS
 JC1556
 JC1556                          STATION DESCRIPTION
 JC1556
 JC1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1556'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF FULTON.  IT IS
 JC1556'ABOUT 116 FEET HIGH, BUILT OF RED BRICK AND SITS ATOP THE
 JC1556'POWER HOUSE BUILDING.
 JC1556'
 JC1556'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE IN
 JC1556'FULTON, GO EAST 0.4 MILE, TURN LEFT (NORTH) FOR 0.15 MILE TO
 JC1556'STATION ON RIGHT.
 JC1556'
 JC1556'THE POINT INTERSECTED WAS THE EXTREME TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1559 ***********************************************************************
 JC1559  DESIGNATION -  FULTON MO ST DEAF DUMB SCH TK
 JC1559  PID         -  JC1559
 JC1559  STATE/COUNTY-  MO/CALLAWAY
 JC1559  USGS QUAD   -  FULTON (1985)
 JC1559
 JC1559                         *CURRENT SURVEY CONTROL
 JC1559  ___________________________________________________________________
 JC1559* NAD 83(1997)-  38 50 58.29809(N)    091 56 22.65449(W)     ADJUSTED  
 JC1559* NAVD 88     -                                                        
 JC1559  ___________________________________________________________________
 JC1559  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JC1559  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JC1559
 JC1559  HORZ ORDER  -  THIRD
 JC1559
 JC1559.The horizontal coordinates were established by classical geodetic methods
 JC1559.and adjusted by the National Geodetic Survey in February 2000..
 JC1559
 JC1559
 JC1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1559
 JC1559.The geoid height was determined by GEOID03.
 JC1559
 JC1559;                    North         East     Units Scale Factor Converg.
 JC1559;SPC MO C     -   334,876.532   548,642.737   MT  0.99996246   +0 21 05.5
 JC1559;UTM  15      - 4,300,612.812   592,014.917   MT  0.99970426   +0 39 54.7
 JC1559
 JC1559                          SUPERSEDED SURVEY CONTROL
 JC1559
 JC1559  NAD 83(1986)-  38 50 58.30981(N)    091 56 22.65842(W) AD(       ) 4
 JC1559  NAD 27      -  38 50 58.16500(N)    091 56 22.00700(W) AD(       ) 3
 JC1559
 JC1559.Superseded values are not recommended for survey control.
 JC1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1559.See file dsdata.txt to determine how the superseded data were derived.
 JC1559
 JC1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9201500613(NAD 83)
 JC1559_MARKER: 53 = ELEVATED TANK
 JC1559
 JC1559  HISTORY     - Date     Condition        Report By
 JC1559  HISTORY     - 1934     FIRST OBSERVED   CGS
 JC1559  HISTORY     - 1949     GOOD             CGS
 JC1559
 JC1559                          STATION DESCRIPTION
 JC1559
 JC1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1559'STATION IS THE CENTER OF THE BALL ON TOP OF THE SILVER STEEL
 JC1559'WATER TANK ON THE GROUNDS OF THE MISSOURI SCHOOL FOR DEAF.
 JC1559
 JC1559                          STATION RECOVERY (1949)
 JC1559
 JC1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1559'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE CITY OF
 JC1559'FULTON, IT IS 100 FEET HIGH HAS 4 LEGS AND IS PAINTED SILVER.
 JC1559'
 JC1559'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN FULTON,
 JC1559'GO EAST 0.4 MILE, TURN LEFT (NORTH) FOR 0.15 MILE TO STATION ON
 JC1559'RIGHT BEHIND POWER HOUSE.
 JC1559'
 JC1559'THE POINT INTERSECTED WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1555 ***********************************************************************
 JC1555  DESIGNATION -  FULTON MUN WATER WORKS STACK
 JC1555  PID         -  JC1555
 JC1555  STATE/COUNTY-  MO/CALLAWAY
 JC1555  USGS QUAD   -  FULTON (1985)
 JC1555
 JC1555                         *CURRENT SURVEY CONTROL
 JC1555  ___________________________________________________________________
 JC1555* NAD 83(1997)-  38 51 09.33573(N)    091 56 28.05372(W)     ADJUSTED  
 JC1555* NAVD 88     -                                                        
 JC1555  ___________________________________________________________________
 JC1555  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 JC1555  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JC1555
 JC1555  HORZ ORDER  -  THIRD
 JC1555
 JC1555.The horizontal coordinates were established by classical geodetic methods
 JC1555.and adjusted by the National Geodetic Survey in February 2000..
 JC1555
 JC1555
 JC1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1555
 JC1555.The geoid height was determined by GEOID03.
 JC1555
 JC1555;                    North         East     Units Scale Factor Converg.
 JC1555;SPC MO C     -   335,216.082   548,510.466   MT  0.99996230   +0 21 02.2
 JC1555;UTM  15      - 4,300,951.544   591,880.823   MT  0.99970395   +0 39 51.5
 JC1555
 JC1555                          SUPERSEDED SURVEY CONTROL
 JC1555
 JC1555  NAD 83(1986)-  38 51 09.34752(N)    091 56 28.05772(W) AD(       ) 4
 JC1555  NAD 27      -  38 51 09.19200(N)    091 56 27.40000(W) AD(       ) 3
 JC1555
 JC1555.Superseded values are not recommended for survey control.
 JC1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1555.See file dsdata.txt to determine how the superseded data were derived.
 JC1555
 JC1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9188100952(NAD 83)
 JC1555_MARKER: 63 = STACK
 JC1555
 JC1555  HISTORY     - Date     Condition        Report By
 JC1555  HISTORY     - 1934     FIRST OBSERVED   CGS
 JC1555  HISTORY     - 1949     GOOD             CGS
 JC1555  HISTORY     - 1963     GOOD             CGS
 JC1555
 JC1555                          STATION DESCRIPTION
 JC1555
 JC1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1555'STATION IS THE CENTER OF THE ROUND, DARK RED, GLAZED TILE
 JC1555'STACK AT THE FULTON MUNICIPAL WATER WORKS.
 JC1555
 JC1555                          STATION RECOVERY (1949)
 JC1555
 JC1555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1555'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF TOWN ON
 JC1555'TOP OF THE MUNICIPAL WATER PLANT BUILDING.  IT IS 165 FEET HIGH
 JC1555'AND IS BUILT OF RED BRICK.
 JC1555'
 JC1555'TO REACH FROM THE NORTHEAST CORNER OF THE SQUARE IN FULTON, GO
 JC1555'EAST FOR 0.25 MILE TO A T-INTERSECTION LEFT, TURN LEFT (NORTH)
 JC1555'AND GO 1.65 MILE TO STATION ON RIGHT AS DESCRIBED.
 JC1555'
 JC1555'THE POINT INTERSECTED WAS THE EXTREME TOP.
 JC1555
 JC1555                          STATION RECOVERY (1963)
 JC1555
 JC1555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JC1555'THIS INTERSECTION STATION WHICH WAS LISTED AS VISIBLE FROM THE
 JC1555'GROUND AT STATION HANCOCK 1934 HAS BEEN TORN DOWN AND SHOULD
 JC1555'BE LISTED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1562 ***********************************************************************
 JC1562  DESIGNATION -  FULTON MUNICIPAL TANK
 JC1562  PID         -  JC1562
 JC1562  STATE/COUNTY-  MO/CALLAWAY
 JC1562  USGS QUAD   -  FULTON (1985)
 JC1562
 JC1562                         *CURRENT SURVEY CONTROL
 JC1562  ___________________________________________________________________
 JC1562* NAD 83(1997)-  38 51 08.19650(N)    091 57 18.85714(W)     ADJUSTED  
 JC1562* NAVD 88     -                                                        
 JC1562  ___________________________________________________________________
 JC1562  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 JC1562  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JC1562
 JC1562  HORZ ORDER  -  THIRD
 JC1562
 JC1562.The horizontal coordinates were established by classical geodetic methods
 JC1562.and adjusted by the National Geodetic Survey in February 2000..
 JC1562
 JC1562
 JC1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1562
 JC1562.The geoid height was determined by GEOID03.
 JC1562
 JC1562;                    North         East     Units Scale Factor Converg.
 JC1562;SPC MO C     -   335,173.552   547,285.735   MT  0.99996086   +0 20 30.3
 JC1562;UTM  15      - 4,300,902.323   590,656.661   MT  0.99970120   +0 39 19.6
 JC1562
 JC1562                          SUPERSEDED SURVEY CONTROL
 JC1562
 JC1562  NAD 83(1986)-  38 51 08.20815(N)    091 57 18.86113(W) AD(       ) 4
 JC1562  NAD 27      -  38 51 08.05900(N)    091 57 18.20600(W) AD(       ) 3
 JC1562
 JC1562.Superseded values are not recommended for survey control.
 JC1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1562.See file dsdata.txt to determine how the superseded data were derived.
 JC1562
 JC1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9065700902(NAD 83)
 JC1562_MARKER: 53 = ELEVATED TANK
 JC1562
 JC1562  HISTORY     - Date     Condition        Report By
 JC1562  HISTORY     - 1949     FIRST OBSERVED   CGS
 JC1562  HISTORY     - 1981     GOOD             NGS
 JC1562
 JC1562                          STATION DESCRIPTION
 JC1562
 JC1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1562'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE SMALL
 JC1562'CITY OF FULTON, ABOUT 150 FEET NORTH OF WOODLAWN AVE., IT IS
 JC1562'ABOUT 120 FEET HIGH, HAS 6 LEGS AND IS PAINTED WHITE.
 JC1562'
 JC1562'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 JC1562'IN FULTON, GO WEST FOR 0.3 MILE TO CROSS STREETS, TURN RIGHT FOR
 JC1562'0.45 MILE TO CROSS STREETS, TURN LEFT FOR 0.05 MILE TO STATION
 JC1562'ON LEFT AS DESCRIBED.
 JC1562'
 JC1562'THE POINT INTERSECTED WAS THE BALL ON TOP.
 JC1562
 JC1562                          STATION RECOVERY (1981)
 JC1562
 JC1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JC1562'THE WATER TANK IS IN GOOD CONDITION AND IS PRESENTLY PAINTED LIGHT
 JC1562'BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1858 ***********************************************************************
 JE1858  DESIGNATION -  FULTON RESET
 JE1858  PID         -  JE1858
 JE1858  STATE/COUNTY-  MO/CASS
 JE1858  USGS QUAD   -  HARRISONVILLE (1981)
 JE1858
 JE1858                         *CURRENT SURVEY CONTROL
 JE1858  ___________________________________________________________________
 JE1858* NAD 83(1997)-  38 38 43.75550(N)    094 18 35.17292(W)     ADJUSTED  
 JE1858* NAVD 88     -       322.0    (meters)    1056.     (feet)  VERTCON   
 JE1858  ___________________________________________________________________
 JE1858  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JE1858  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JE1858
 JE1858  HORZ ORDER  -  FIRST
 JE1858
 JE1858.The horizontal coordinates were established by classical geodetic methods
 JE1858.and adjusted by the National Geodetic Survey in February 2000..
 JE1858
 JE1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1858
 JE1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1858
 JE1858.The geoid height was determined by GEOID03.
 JE1858
 JE1858;                    North         East     Units Scale Factor Converg.
 JE1858;SPC MO W     -   275,113.712   866,559.866   MT  0.99994455   +0 07 07.7
 JE1858;UTM  15      - 4,278,250.837   386,018.712   MT  0.99975999   -0 49 04.9
 JE1858
 JE1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1858!SPC MO W     -   0.99995454  x   0.99994455  =   0.99989909
 JE1858!UTM  15      -   0.99995454  x   0.99975999  =   0.99971454
 JE1858
 JE1858|---------------------------------------------------------------------|
 JE1858| PID    Reference Object                     Distance      Geod. Az  |
 JE1858|                                                           dddmmss.s |
 JE1858| CM3736 FULTON RM 3                          29.165 METERS 04640     |
 JE1858| CM3735 FULTON AZ MK                                       0890038.3 |
 JE1858| JE1857 HARRISONVILLE CASS CO CTHSE         APPROX. 3.5 KM 2862905.5 |
 JE1858| JE1856 HARRISONVILLE MUNICIPAL TANK        APPROX. 3.6 KM 2865605.1 |
 JE1858| JE1871 RAYMORE OWEN GOOD RANCH TANK        APPROX.20.5 KM 3124624.9 |
 JE1858| JE1968 BELTON OLD MUNICIPAL TANK           APPROX.26.6 KM 3133748.1 |
 JE1858| CM3737 FULTON RM 4                          23.941 METERS 32851     |
 JE1858| JE1855 PICKERING RANCH WATER TANK          APPROX. 5.5 KM 3355751.4 |
 JE1858|---------------------------------------------------------------------|
 JE1858
 JE1858                          SUPERSEDED SURVEY CONTROL
 JE1858
 JE1858  NAD 83(1997)-  38 38 43.75588(N)    094 18 35.17283(W) AD(       ) 1
 JE1858  NAD 83(1986)-  38 38 43.76348(N)    094 18 35.17039(W) AD(       ) 1
 JE1858  NAD 27      -  38 38 43.72555(N)    094 18 34.36009(W) AD(       ) 1
 JE1858  NGVD 29 (07/19/86)  321.9    (m)         1056.     (f) VERT ANG       
 JE1858
 JE1858.Superseded values are not recommended for survey control.
 JE1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1858.See file dsdata.txt to determine how the superseded data were derived.
 JE1858
 JE1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8601978251(NAD 83)
 JE1858_MARKER: DS = TRIANGULATION STATION DISK
 JE1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1858
 JE1858  HISTORY     - Date     Condition        Report By
 JE1858  HISTORY     - 1883     MONUMENTED       CGS
 JE1858  HISTORY     - 1934     GOOD             CGS
 JE1858  HISTORY     - 1934     GOOD             CGS
 JE1858  HISTORY     - 1948     GOOD             CGS
 JE1858  HISTORY     - 1963     GOOD             CGS
 JE1858
 JE1858                          STATION DESCRIPTION
 JE1858
 JE1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (FDG)
 JE1858'ABOUT 2-1/2 MILES EAST OF HARRISONVILLE ON LAND OWNED (1922) BY
 JE1858'M.C. FULTON, IN THE NE 1/4 SEC. 2, T. 44 N., R. 31 W., 51.36
 JE1858'METERS (168.5 FEET) FROM THE NORTHWEST CORNER OF THE QUARTER, 21.67
 JE1858'METERS (71.1 FEET) SOUTH OF THE FENCE FORMING THE NORTHERN
 JE1858'BOUNDARY OF FULTONS FARM AND SEPARATING IT FROM THE MAIN ROAD, AND
 JE1858'21.79 METERS (71.5 FEET) EAST OF A SMALL HOUSE.  THE
 JE1858'UNDERGROUND, STATION, AND WITNESS MARKS ARE DESCRIBED IN
 JE1858'NOTE 1, THE WITNESS MARKS BEING 4 INCHES BELOW THE SURFACE.
 JE1858'THE MARBLE POST BEARS THE INSCRIPTION F.D.G. 1883 ON ITS NORTH
 JE1858'FACE.  THE FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION-
 JE1858'TO CENTER OF WELL, 16.31 METERS (53.5 FEET), S. 55 DEG W.
 JE1858'(MAGNETIC), TO HEDGE ON 1/2 SECTION LINE, 47 METERS (153 FEET) TRUE
 JE1858'WEST, TO 1/2 SECTION CORNER IN CENTER OF ROAD BETWEEN
 JE1858'SECTIONS 2 AND 35, 53 METERS (174 FEET), N.  75 DEG. W.
 JE1858'(MAGNETIC), TO CENTER OF ROAD ON LINE BETWEEN SECTIONS 2 AND 35,
 JE1858'28 METERS (92 FEET), NORTH, TO SOUTHEAST CORNER OF G.B.
 JE1858'WEAVERS HOUSE, 53.4 METERS (175.2 FEET), N. 6 DEG W. (MAGNETIC).
 JE1858
 JE1858                          STATION RECOVERY (1934)
 JE1858
 JE1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 JE1858'STATION FOUND AS DESCRIBED.  DESCRIPTION ADEQUATE.
 JE1858
 JE1858                          STATION RECOVERY (1934)
 JE1858
 JE1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1858'THIS STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 JE1858'EXCEPTIONS. THE SURFACE MARK WAS SLIGHTLY OUT OF PLUMB, THE STONE
 JE1858'WITNESS MARKS HAD BEEN DESTROYED, AND THE STATION MARK IS 97 FEET
 JE1858'S OF CENTER LINE OF E-W SECTION-LINE ROAD AND 66 FEET S OF
 JE1858'RIGHT-OF-WAY FENCE ON S SIDE OF ROAD INSTEAD OF 92 FEET AND 71
 JE1858'FEET RESPECTIVELY.  THE SURFACE AND UNDERGROUND MARKS WERE REMOVED
 JE1858'AND NEW MARKS SET AS NOTED BELOW.  REFERENCE MARKS NOS. 3 AND
 JE1858'4 AND AN AZIMUTH MARK WERE ALSO SET.
 JE1858'
 JE1858'THE STATION IS LOCATED ABOUT 2-1/2 MILES ESE OF HARRISONVILLE,
 JE1858'IN SEC. 2, T. 44 N., R. 31 W., ON LAND OWNED BY DR. J.W. GEORGE.
 JE1858'THE STATION MARK IS IN SMALL GARDEN PLOT, 97 FEET S OF CENTER LINE
 JE1858'OF COUNTY ROUTE C, 66 FEET S OF S RIGHT-OF-WAY FENCE LINE, 175.2
 JE1858'FEET S OF SE CORNER OF PORCH OF TILE HOUSE ON N SIDE OF ROAD, 153
 JE1858'FEET E OF HEDGE ON HALF-SECTION LINE, 143 FEET E OF CENTER LINE
 JE1858'OF N-S DIRT ROAD, 51.8 FEET E OF NE CORNER OF SMALL HOUSE AND
 JE1858'53.5 FEET NE OF CENTER OF WELL.
 JE1858'
 JE1858'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JE1858'BRONZE DISKS SET IN CONCRETE.
 JE1858'SURFACE MARK IS FLUSH WITH THE GROUND.  THE MARKS ARE STAMPED
 JE1858'FULTON 1883-1934.
 JE1858'
 JE1858'REFERENCE MARK NO. 3 (1934) IS NE OF THE STATION, 151 FEET SE
 JE1858'OF SW CORNER OF PORCH OF TILE HOUSE, ABOUT 15 FEET E OF PROLONGATION
 JE1858'OF DRIVEWAY TO HOUSE.  IT PROJECTS 4 INCHES.
 JE1858'
 JE1858'REFERENCE MARK NO. 4 (1934) IS NW OF THE STATION, 29 FEET S
 JE1858'OF CENTER LINE OF COUNTY ROUTE C, 66 FEET E OF 3-FOOT TREE,
 JE1858'109 FEET S OF SW CORNER OF PORCH OF TILE HOUSE, 71.9 FEET N OF
 JE1858'NE CORNER OF SMALL FRAME HOUSE.  THE MARK PROJECTS 5 INCHES.
 JE1858'DISTANCE BETWEEN REFERENCE MARKS IS 110.18 FEET.
 JE1858'
 JE1858'THE AZIMUTH MARK (1934) IS E OF THE STATION, 30 FEET N OF CENTER
 JE1858'LINE OF COUNTY ROUTE C, 64 FEET W OF CENTER LINE OF DRIVE INTO
 JE1858'FIELD, AND 0.2 MILE E OF CROSSROADS.  THE MARK PROJECTS 4 INCHES.
 JE1858'
 JE1858'TO REACH THE STATION FROM HARRISONVILLE AT INTERSECTION OF
 JE1858'U.S. HIGHWAY 71 AND STATE HIGHWAY 7, WHICH IS AT S EDGE OF TOWN,
 JE1858'GO E AND N ON STATE HIGHWAY 7, 0.35 MILE TO CROSS STREETS, JUNCTION
 JE1858'WITH COUNTY C, THENCE E ON COUNTY C 2.05 MILES TO TOP OF HILL AND
 JE1858'STATION ON S.
 JE1858'
 JE1858'A 4-FOOT SIGNAL AT HUTTON MOUND IS VISIBLE AT 10 FEET.
 JE1858'
 JE1858'A 100 FOOT SIGNAL AT WHITE IS VISIBLE AT 15 FEET.
 JE1858'
 JE1858'A 74 FOOT SIGNAL AT WINDISCH IS VISIBLE AT 30 FEET.
 JE1858'
 JE1858'A 100-FOOT SIGNAL AT HASKIN IS VISIBLE AT 25 FEET.
 JE1858
 JE1858                          STATION RECOVERY (1948)
 JE1858
 JE1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1858'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND THE
 JE1858'AZIMUTH AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 JE1858'STATION MARK HAD BEEN DAMAGED BY FARM IMPLEMENTS AND IT HAS BEEN
 JE1858'LOWERED TO A DEPTH OF 12 INCHES.  THE COMPLETE DESCRIPTION
 JE1858'FOLLOWS-
 JE1858'
 JE1858'THE STATION IS LOCATED ABOUT 2.5 MILES EAST-SOUTHEAST OF
 JE1858'HARRISONVILLE IN THE NORTHWEST SECTION OF A CULTIVATED FIELD.
 JE1858'IT IS 66 FEET SOUTH OF THE EAST-WEST FENCE LINE, 162.5 FEET WEST
 JE1858'OF THE NORTH-SOUTH FENCE LINE, 96 FEET SOUTH OF THE CENTER OF
 JE1858'STATE HIGHWAY 2 AND IS ACROSS THE ROAD AND IN LINE SOUTH OF THE
 JE1858'SOUTHEAST CORNER OF A FARM HOME CONSTRUCTED OF TILE.  IT IS
 JE1858'STAMPED FULTON 1883 1934 1948 AND IS 12 INCHES BELOW THE
 JE1858'SURFACE OF THE GROUND.
 JE1858'
 JE1858'REFERENCE MARK NO. 4 IS ON THE RIGHT-OF-WAY AND 28.5 FEET SOUTH
 JE1858'OF THE CENTER OF STATE HIGHWAY 2, 102 FEET EAST OF A TRACK ROAD
 JE1858'SOUTH AND 6 INCHES NORTH OF THE EAST-WEST FENCE.  IT IS STAMPED
 JE1858'FULTON NO 4 1934 AND PROJECTS 4 INCHES.
 JE1858'
 JE1858'REFERENCE MARK NO. 3 IS ON THE RIGHT-OF-WAY AND 30 FEET SOUTH
 JE1858'OF THE CENTER OF STATE HIGHWAY 2, 90 FEET WEST OF A T-FENCE CORNER
 JE1858'AND 4 INCHES NORTH OF THE EAST-WEST FENCE.  IT IS STAMPED
 JE1858'FULTON NO 3 1934 AND PROJECTS 4 INCHES.
 JE1858'
 JE1858'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 31.5 FEET NORTH OF THE
 JE1858'CENTER OF STATE HIGHWAY 2, 6 INCHES SOUTH OF THE EAST-WEST FENCE,
 JE1858'1 FOOT WEST OF A WITNESS POST AND IS 0.2 MILE EAST OF A CROSSROAD
 JE1858'ON THE WEST SLOPE OF THE GRADE NEAR THE TOP OF THE HILL.  IT
 JE1858'IS STAMPED FULTON AZIMUTH 1934 AND PROJECTS 4 INCHES.
 JE1858'
 JE1858'TO REACH THE STATION FROM HARRISONVILLE, GO SOUTH FROM THE
 JE1858'COURTHOUSE SQUARE FOR 0.45 MILE TO STATE HIGHWAY 2, TURN LEFT,
 JE1858'EAST, ON STATE HIGHWAY 2 FOR 2 MILES TO THE TOP OF THE HILL, A
 JE1858'TILE HOUSE ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 JE1858'
 JE1858'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 JE1858'HIGHWAY 2 FOR 0.75 MILE TO THE MARK ON THE LEFT.
 JE1858'
 JE1858'A 47 FOOT SIGNAL AT HUTTON MOUND 1883 1922 1948 IS VISIBLE AT
 JE1858'20 FEET.
 JE1858'
 JE1858'A 47 FOOT SIGNAL AT DOUGHERTY IS VISIBLE AT 20 FEET.
 JE1858'
 JE1858'A 47 FOOT SIGNAL AT WHITE 1934 IS VISIBLE AT 30 FEET.
 JE1858'
 JE1858'A 47 FOOT SIGNAL AT HARRISON IS VISIBLE AT 30 FEET.
 JE1858
 JE1858                          STATION RECOVERY (1963)
 JE1858
 JE1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JE1858'THE STATION MARK, REFERENCE MARKS NO. 3 AND 4, AND THE AZIMUTH
 JE1858'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 JE1858'TO REFERENCE MARK NO. 4 WAS VERIFIED.  THE DIRECTION TO REFERENCE
 JE1858'MARK NO. 3 AND THE AZIMUTH MARK WAS VERIFIED.  THE DISTANCE TO
 JE1858'REFERENCE MARK NO. 3 MISSED THE PREVIOUS DISTANCE BY 0.05 FOOT.
 JE1858'
 JE1858'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JE1858'
 JE1858'THE STATION IS 2 MILES EAST OF HARRISONVILLE, ON THE SOUTH SIDE OF
 JE1858'STATE HIGHWAY 2, IN THE NORTH CENTRAL EDGE OF SECTION 2, T 44 N,
 JE1858'R 31 W, ON PROPERTY OWNED BY MRS. F. AIRHEART OF KANSAS CITY AND
 JE1858'LEASED BY MR. ORVAL BUERGE.
 JE1858'
 JE1858'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 JE1858'STATE HIGHWAYS 7 AND 2 IN THE SOUTHERN PART OF HARRISONVILLE, GO
 JE1858'EAST ON HIGHWAY 2 FOR 2.1 MILES TO A FIELD APPROACH ROAD ON THE
 JE1858'RIGHT AND A HOUSE ON THE LEFT.  TURN RIGHT INTO A FIELD
 JE1858'AND THEN TURN LEFT AND GO EASTERLY FOR 0.05 MILE TO THE STATION.
 JE1858'
 JE1858'STATION MARK, A STANDARD DISK STAMPED FULTON 1883 1934 1948, IS
 JE1858'SET IN A SQUARE CONCRETE POST 14 INCHES BELOW THE SURFACE OF
 JE1858'THE GROUND.  IT IS 97 FEET SOUTH OF THE CENTER OF HIGHWAY 2,
 JE1858'79.5 FEET SOUTHEAST OF A METAL WITNESS POST, 76 FEET SOUTHWEST OF
 JE1858'A TELEPHONE POLE AND 66 FEET SOUTH OF A FENCE.  THE UNDERGROUND
 JE1858'DISK WAS NOT INSPECTED.
 JE1858'
 JE1858'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FULTON 1883 NO
 JE1858'3 1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.
 JE1858'IT IS 33 FEET EAST OF THE TELEPHONE POLE, 29 FEET SOUTH OF THE
 JE1858'CENTER OF HIGHWAY 2 AND 1 FOOT NORTH OF THE FENCE.
 JE1858'
 JE1858'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FULTON 1883 NO
 JE1858'4 1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 JE1858'IT IS 30 FEET SOUTH OF THE CENTER OF HIGHWAY 2, 2 FEET EAST
 JE1858'OF THE METAL WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 JE1858'
 JE1858'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED FULTON 1883
 JE1858'AZIMUTH 1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 JE1858'INCHES.  IT IS 88 FEET EAST OF A POWER POLE, 32.5 FEET NORTH OF THE
 JE1858'CENTER OF HIGHWAY 2, 3 FEET NORTH OF A METAL WITNESS POST AND 2
 JE1858'FEET NORTH OF A FENCE.
 JE1858'
 JE1858'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 2
 JE1858'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT APPROXIMATELY
 JE1858'100 FEET WEST OF THE CREST OF A HILL.
 JE1858'
 JE1858'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JE1858'
 JE1858'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH6929 ***********************************************************************
 DH6929  DESIGNATION -  FULTON RESET
 DH6929  PID         -  DH6929
 DH6929  STATE/COUNTY-  MO/CALLAWAY
 DH6929  USGS QUAD   -  FULTON (1985)
 DH6929
 DH6929                         *CURRENT SURVEY CONTROL
 DH6929  ___________________________________________________________________
 DH6929* NAD 83(1997)-  38 51 37.25225(N)    091 57 08.51333(W)     ADJUSTED  
 DH6929* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 DH6929  ___________________________________________________________________
 DH6929  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 DH6929  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DH6929
 DH6929  HORZ ORDER  -  FIRST
 DH6929
 DH6929.The horizontal coordinates were established by classical geodetic methods
 DH6929.and adjusted by the National Geodetic Survey in February 2000..
 DH6929
 DH6929.The orthometric height was scaled from a topographic map.
 DH6929
 DH6929.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6929
 DH6929.The geoid height was determined by GEOID03.
 DH6929
 DH6929;                    North         East     Units Scale Factor Converg.
 DH6929;SPC MO C     -   336,070.981   547,529.767   MT  0.99996114   +0 20 37.0
 DH6929;UTM  15      - 4,301,800.841   590,895.713   MT  0.99970174   +0 39 26.5
 DH6929
 DH6929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6929!SPC MO C     -   0.99996538  x   0.99996114  =   0.99992653
 DH6929!UTM  15      -   0.99996538  x   0.99970174  =   0.99966713
 DH6929
 DH6929:                Primary Azimuth Mark                     Grid Az
 DH6929:SPC MO C     -  FULTON AZ MK                             050 59 14.6
 DH6929:UTM  15      -  FULTON AZ MK                             050 40 25.1
 DH6929
 DH6929|---------------------------------------------------------------------|
 DH6929| PID    Reference Object                     Distance      Geod. Az  |
 DH6929|                                                           dddmmss.s |
 DH6929| CM3738 FULTON AZ MK                                       0511951.6 |
 DH6929| CM3740 FULTON RM 2                          28.724 METERS 07236     |
 DH6929| JC1555 FULTON MUN WATER WORKS STACK        APPROX. 1.3 KM 1312523.0 |
 DH6929| JC1558 FULTON MO HOSP FOR INSANE TANK      APPROX. 2.2 KM 1313822.0 |
 DH6929| JC1563 FULTON WM WOODS COL JONES HALL      281.968 METERS 13357     |
 DH6929| JC1554 FULTON MO HOSP FOR INSANE STK       APPROX. 2.0 KM 1371041.6 |
 DH6929| JC1559 FULTON MO ST DEAF DUMB SCH TK       APPROX. 1.6 KM 1372157.4 |
 DH6929| JC1560 FULTON WM WOODS COLLEGE STACK       177.512 METERS 13927     |
 DH6929| JC1561 FULTON WM WOODS COLEGE TANK         202.274 METERS 14237     |
 DH6929| JC1548 HOLMAN                              APPROX.15.0 KM 1640143.6 |
 DH6929| JC1565 FULTON 2 RESET                        7.943 METERS 17141     |
 DH6929| CM3746 FULTON 2 RM 4                        24.301 METERS 25106     |
 DH6929| CM3739 FULTON RM 1                          25.933 METERS 35140     |
 DH6929|---------------------------------------------------------------------|
 DH6929
 DH6929                          SUPERSEDED SURVEY CONTROL
 DH6929
 DH6929  NAD 83(1986)-  38 51 37.26412(N)    091 57 08.51756(W) AD(       ) 1
 DH6929
 DH6929.Superseded values are not recommended for survey control.
 DH6929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6929.See file dsdata.txt to determine how the superseded data were derived.
 DH6929
 DH6929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9089601801(NAD 83)
 DH6929_MARKER: DH = HORIZONTAL CONTROL DISK
 DH6929_SETTING: 0 = UNSPECIFIED SETTING
 DH6929_STAMPING: FULTON 1934 1981
 DH6929_MARK LOGO: NGS   
 DH6929_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH6929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH6929
 DH6929  HISTORY     - Date     Condition        Report By
 DH6929  HISTORY     - 1981     MONUMENTED       NGS
 DH6929
 DH6929                          STATION DESCRIPTION
 DH6929
 DH6929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DH6929'THE UNDERGROUND STATION MARK, FULTON 2 UNDERGROUND MARK AND REFERENCE
 DH6929'MARK 1 WERE RECOVERED IN GOOD CONDITION.  FULTON 2 SURFACE MARK WAS
 DH6929'FOUND DISTURBED.  THE CITY ENGINEER OF FULTON, MR T WILCOX REQUESTED
 DH6929'THIS STATION BE RESTORED, EVEN THOUGH STATION FULTON EXISTS NEARBY.
 DH6929'THEREFORE, A NEW SURFACE MARK WAS ESTABLISHED, THE SURFACE MARK AT
 DH6929'FULTON 2 WAS REPLACED AND FULTON 2 REFERENCE MARK 4 WAS ESTABLISHED.
 DH6929'AN AZIMUTH MARK AT FULTON 2 IS ESTABLISHED BUT IS NOT GROUND VISIBLE
 DH6929'TO THIS STATION NOR IS THERE A SUITABLE LOCATION FOR ONE.  THE
 DH6929'DIRECTION TO REFERENCE MARK 1 WAS 50 SECONDS SMALLER THAN 1961 DATA
 DH6929'AND THE DIRECTION TO FULTON 2 WAS 3 MINUTES 42 SECONDS LARGER.  THE
 DH6929'DISTANCE TO REFERENCE MARK 1 WAS 0.046 M (0.151 FT) LONGER THAN 1961
 DH6929'DATA AND THE TRAVERSED DISTANCE TO FULTON 2 WAS 0.0097 M (0.0318 FT)
 DH6929'LONGER THAN 1961 DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS. THE
 DH6929'STATION IS IN THE NORTHWEST PART OF FULTON, AT INTERSECTION OF WEST
 DH6929'14TH STREET AND MONROE STREET AND INSIDE A MANHOLE IN THE SOUTH EDGE
 DH6929'OF WEST 14TH STREET AND 3 FT (0.9 M) WEST OF THE EXTENDED CENTERLINE
 DH6929'OF MONROE STREET. THE SURFACE MARK IS A STANDARD DISK, STAMPED FULTON
 DH6929'1934 1981, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 4 INCHES
 DH6929'BELOW THE STREET SURFACE AND IN THE MANHOLE. THE UNDERGROUND DISK IS
 DH6929'SET IN AN IRREGULAR MASS OF CONCRETE, 36 INCHES BELOW THE STREET LEVAL
 DH6929'AND IS STAMPED FULTON 1934. THE MARKS ARE 45.8 FT (14.0 M) NORTHWEST
 DH6929'OF THE NORTHWEST CORNER OF A METAL HORSE BARN, 35.4 FT (10.8 M) SOUTH
 DH6929'SOUTHEAST OF A FIRE HYDRANT, 25.9 FT (7.9 M) NORTH NORTHWEST OF A
 DH6929'WITNESS POST AT THE NORTH END OF A GATE INTO A CORRAL AND 3 FT (0.9 M)
 DH6929'WEST OF THE EXTENDED CENTERLINE OF MONROE STREET, REBAR WAS PLACED BY
 DH6929'BOTH MARKS. FULTON 2 SURFACE MARK IS A STANDARD DISK, STAMPED FULTON 2
 DH6929'1961 1981, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 4 INCHES
 DH6929'LOWER THAN THE GROUND SURFACE AND IS WITHIN A 30 INCH DIAMETER,
 DH6929'CONCRETE PIPE THAT IS FILLED WITH GRAVEL AND EXTENDS 24 INCHES BELOW
 DH6929'THE GROUND SURFACE. THE CONCRETE PIPE EXTENDS 8 INCHES ABOVE THE
 DH6929'GROUND SURFACE AND HAS A METAL LID WHICH COVERS THE MARK. THE
 DH6929'UNDERGROUND MARK IS A STANDARD DISK, STAMPED FULTON 2 1961, SET IN AN
 DH6929'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE. THE
 DH6929'MARKS ARE 61.5 FT (18.7 M) SOUTH SOUTHEAST OF THE HYDRANT, 60.0 FT
 DH6929'(18.3 M) SOUTH OF THE CENTER OF THE STREET INTERSECTION, 40.0 FT (12.2
 DH6929'M) WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE BARN, 35.0 FT (10.7
 DH6929'M) EAST NORTHEAST OF A POWERLINE POLE AND 5.3 FT (1.6 M) WEST OF THE
 DH6929'WITNESS POST.  REBAR WAS PLACED IN THE SURFACE MARK AND MAGNETIC
 DH6929'MATERIAL WAS PLACED BY THE UNDERGROUND MARK. REFERENCE MARK 1 IS A
 DH6929'STANDARD DISK, STAMPED FULTON NO 1 1934, SET IN THE TOP OF A ROUND
 DH6929'CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 51.2 FT (15.6 M) NORTH OF
 DH6929'THE HYDRANT, 44.6 FT (13.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DH6929'HOUSE AT 1407 MONROE AND 15.5 FT (4.7 M) WEST OF THE CENTER OF A
 DH6929'MANHOLE AT THE CENTERLINE OF MONROE.  REBAR WAS DRIVEN BY THE MARK.
 DH6929'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED FULTON 2 1961 NO 4 1981,
 DH6929'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 DH6929'86.5 FT (26.4 M) SOUTHWEST OF THE HYDRANT, 84.5 FT (25.8 M) WEST OF
 DH6929'THE WITNESS POST AND GATE, 27 FT (8.2 M) SOUTH OF THE CENTERLINE OF
 DH6929'SOUTH OF THE CENTERLINE OF WEST 14TH STREET AND 6.5 FT (2.0 M) NORTH
 DH6929'OF A BOARD FENCE.  REBAR WAS PLACED BY THE MARK. WHERE REFERENCE MARK
 DH6929'3 WAS, IS NO LONGER THERE.  THE DESCRIPTION FOR REFERENCE MARK 4 IS
 DH6929'VERY VAGUE.  NO PARKING LOT WAS FOUND.  REFERENCE MARKS 4 IS VERY
 DH6929'VAGUE.  NO PARKING LOT WAS FOUND.  REFERENCE MARKS 5 AND 6 WERE
 DH6929'ESTABLISHED.  THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK DUE TO
 DH6929'BUILDINGS AND TREES, HOWEVER, THERE ARE SEVERAL DISTANT OBJECTS THAT
 DH6929'ARE GROUND VISIBLE.  A CHECK BETWEEN OLD DISTANT OBJECTS WAS OBTAINED.
 DH6929'DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS. THE STATION IS IN THE
 DH6929'SOUTHEAST CORNER OF PENN VALLEY PARK, ACROSS THE STREET FROM THE
 DH6929'CENTER WING OF THE TRINITY LUTHERAN HOSPITAL, IN THE NW 1/4, SEC17,
 DH6929'T49N, R33W AND 0.2 MI (0.3 KM) NORTH OF THE INTERSECTION OF 31ST
 DH6929'STREET AND WYANDOTTE STREET.  OWNERSHIP- CITY OF KANSAS CITY. TO REACH
 DH6929'THE STATION FROM THE INTERSECTION OF 31ST AND WYANDOTTE STREETS, GO
 DH6929'NORTH ON WYANDOTTE STREET FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 DH6929'LEFT, ON THE SOUTHERN SLOPE OF A PROMINENT KNOLL. SURFACE STATION MARK
 DH6929'IS A STANDARD DISK, STAMPED PENN 1934, SET IN THE TOP OF A SQUARE
 DH6929'CONCRETE POST THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 93.9 FT
 DH6929'(28.6 M) SOUTHWEST OF A FIRE HYDRANT, 68.1 FT (20.8 M) WEST SOUTHWEST
 DH6929'OF THE NORTHWEST CORNER OF THE CENTER WING OF THE HOSPITAL, 40.8 FT
 DH6929'(12.4 M) NORTHWEST OF A STREET LAMP POLE AND 32.0 FT (9.8 M) WEST OF
 DH6929'THE CENTERLINE OF WYANDOTTE STREET.  REBAR WAS DRIVEN ALONG THE SOUTH
 DH6929'SIDE OF THE MONUMENT. THE UNDERGROUND MARK WAS NOT INSPECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1560 ***********************************************************************
 JC1560  DESIGNATION -  FULTON WM WOODS COLLEGE STACK
 JC1560  PID         -  JC1560
 JC1560  STATE/COUNTY-  MO/CALLAWAY
 JC1560  USGS QUAD   -  FULTON (1985)
 JC1560
 JC1560                         *CURRENT SURVEY CONTROL
 JC1560  ___________________________________________________________________
 JC1560* NAD 83(1997)-  38 51 32.87860(N)    091 57 03.72635(W)     ADJUSTED  
 JC1560* NAVD 88     -                                                        
 JC1560  ___________________________________________________________________
 JC1560  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 JC1560  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JC1560
 JC1560  HORZ ORDER  -  THIRD
 JC1560
 JC1560.The horizontal coordinates were established by classical geodetic methods
 JC1560.and adjusted by the National Geodetic Survey in February 2000..
 JC1560
 JC1560
 JC1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1560
 JC1560.The geoid height was determined by GEOID03.
 JC1560
 JC1560;                    North         East     Units Scale Factor Converg.
 JC1560;SPC MO C     -   335,936.812   547,645.986   MT  0.99996128   +0 20 40.0
 JC1560;UTM  15      - 4,301,667.345   591,012.635   MT  0.99970200   +0 39 29.4
 JC1560
 JC1560                          SUPERSEDED SURVEY CONTROL
 JC1560
 JC1560  NAD 83(1986)-  38 51 32.89027(N)    091 57 03.73033(W) AD(       ) 4
 JC1560  NAD 27      -  38 51 32.74000(N)    091 57 03.07400(W) AD(       ) 3
 JC1560
 JC1560.Superseded values are not recommended for survey control.
 JC1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1560.See file dsdata.txt to determine how the superseded data were derived.
 JC1560
 JC1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9101301667(NAD 83)
 JC1560_MARKER: 63 = STACK
 JC1560
 JC1560  HISTORY     - Date     Condition        Report By
 JC1560  HISTORY     - 1934     FIRST OBSERVED   CGS
 JC1560  HISTORY     - 1949     GOOD             CGS
 JC1560
 JC1560                          STATION DESCRIPTION
 JC1560
 JC1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1560'STATION IS THE CENTER OF THE OCTAGONAL, RED BRICK STACK AT THE
 JC1560'POWER PLANT OF WILLIAM WOODS COLLEGE.  THE POWER PLANT IS NW OF
 JC1560'THE GROUP OF BUILDINGS ON THE CAMPUS OF THE COLLEGE.
 JC1560
 JC1560                          STATION RECOVERY (1949)
 JC1560
 JC1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1560'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE SMALL
 JC1560'CITY OF FULTON, IT IS ABOUT 50 FEET WEST OF THE CENTERLINE OF A
 JC1560'ROAD, 80 FEET HIGH AND IS BUILT OF RED BRICK.
 JC1560'
 JC1560'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 JC1560'IN FULTON, GO WEST FOR 0.3 MILE TO CROSS STREETS, TURN RIGHT AND
 JC1560'GO 0.8 MILE TO CROSS STREETS, TURN RIGHT 0.1 MILE TO CROSS
 JC1560'STREETS, TURN LEFT FOR 0.05 MILE TO STATION ON RIGHT AS
 JC1560'DESCRIBED.
 JC1560'
 JC1560'THE POINT INTERSECTED WAS THE EXTREME TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1563 ***********************************************************************
 JC1563  DESIGNATION -  FULTON WM WOODS COL JONES HALL
 JC1563  PID         -  JC1563
 JC1563  STATE/COUNTY-  MO/CALLAWAY
 JC1563  USGS QUAD   -  FULTON (1985)
 JC1563
 JC1563                         *CURRENT SURVEY CONTROL
 JC1563  ___________________________________________________________________
 JC1563* NAD 83(1997)-  38 51 30.90578(N)    091 57 00.09410(W)     ADJUSTED  
 JC1563* NAVD 88     -                                                        
 JC1563  ___________________________________________________________________
 JC1563  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 JC1563  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JC1563
 JC1563  HORZ ORDER  -  THIRD
 JC1563
 JC1563.The horizontal coordinates were established by classical geodetic methods
 JC1563.and adjusted by the National Geodetic Survey in February 2000..
 JC1563
 JC1563
 JC1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1563
 JC1563.The geoid height was determined by GEOID03.
 JC1563
 JC1563;                    North         East     Units Scale Factor Converg.
 JC1563;SPC MO C     -   335,876.507   547,733.923   MT  0.99996138   +0 20 42.2
 JC1563;UTM  15      - 4,301,607.538   591,100.878   MT  0.99970220   +0 39 31.7
 JC1563
 JC1563                          SUPERSEDED SURVEY CONTROL
 JC1563
 JC1563  NAD 83(1986)-  38 51 30.91756(N)    091 57 00.09816(W) AD(       ) 4
 JC1563  NAD 27      -  38 51 30.76600(N)    091 56 59.44200(W) AD(       ) 3
 JC1563
 JC1563.Superseded values are not recommended for survey control.
 JC1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1563.See file dsdata.txt to determine how the superseded data were derived.
 JC1563
 JC1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9110101608(NAD 83)
 JC1563_MARKER: 55 = TOWER
 JC1563
 JC1563  HISTORY     - Date     Condition        Report By
 JC1563  HISTORY     - 1934     FIRST OBSERVED   CGS
 JC1563
 JC1563                          STATION DESCRIPTION
 JC1563
 JC1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1563'STATION IS THE FINIAL OF THE STEEPLE OF THE CLOCK TOWER ON
 JC1563'JONES HALL, WILLIAM WOODS COLLEGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0303 ***********************************************************************
 LE0303  DESIGNATION -  G 10
 LE0303  PID         -  LE0303
 LE0303  STATE/COUNTY-  MO/PUTNAM
 LE0303  USGS QUAD   -  UNIONVILLE WEST (1964)
 LE0303
 LE0303                         *CURRENT SURVEY CONTROL
 LE0303  ___________________________________________________________________
 LE0303* NAD 83(1986)-  40 24 04.     (N)    093 03 59.     (W)     SCALED    
 LE0303* NAVD 88     -       319.764  (meters)    1049.09   (feet)  ADJUSTED  
 LE0303  ___________________________________________________________________
 LE0303  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LE0303  DYNAMIC HT  -         319.599 (meters)    1048.55  (feet)  COMP
 LE0303  MODELED GRAV-     980,100.1   (mgal)                       NAVD 88
 LE0303
 LE0303  VERT ORDER  -  FIRST     CLASS II
 LE0303
 LE0303.The horizontal coordinates were scaled from a topographic map and have
 LE0303.an estimated accuracy of +/- 6 seconds.
 LE0303
 LE0303.The orthometric height was determined by differential leveling
 LE0303.and adjusted by the National Geodetic Survey in June 1991..
 LE0303
 LE0303.The geoid height was determined by GEOID03.
 LE0303
 LE0303.The dynamic height is computed by dividing the NAVD 88
 LE0303.geopotential number by the normal gravity value computed on the
 LE0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0303.degrees latitude (g = 980.6199 gals.).
 LE0303
 LE0303.The modeled gravity was interpolated from observed gravity values.
 LE0303
 LE0303;                    North         East    Units  Estimated Accuracy
 LE0303;SPC MO C     -   507,140.      451,920.      MT  (+/- 180 meters Scaled)
 LE0303
 LE0303                          SUPERSEDED SURVEY CONTROL
 LE0303
 LE0303  NGVD 29 (??/??/92)  319.745  (m)         1049.03   (f) ADJ UNCH    1 2
 LE0303
 LE0303.Superseded values are not recommended for survey control.
 LE0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0303.See file dsdata.txt to determine how the superseded data were derived.
 LE0303
 LE0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE943722(NAD 83)
 LE0303_MARKER: DB = BENCH MARK DISK
 LE0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0303_SP_SET: CULVERT
 LE0303_STAMPING: 1048.836 G 10 1930
 LE0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0303+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 LE0303
 LE0303  HISTORY     - Date     Condition        Report By
 LE0303  HISTORY     - 1930     MONUMENTED       CGS
 LE0303  HISTORY     - 1934     GOOD             NGS
 LE0303  HISTORY     - 1967     GOOD             NGS
 LE0303  HISTORY     - 20010425 GOOD             NRCS
 LE0303
 LE0303                          STATION DESCRIPTION
 LE0303
 LE0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0303'1 MI SW FROM LEMONS.
 LE0303'1 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0303'RAILROAD FROM LEMONS, PUTNAM COUNTY, 5 POLES NORTHEAST OF MILEPOST
 LE0303'135, 50 FEET SOUTHWEST OF A ROAD CROSSING, 29 FEET NORTHEAST
 LE0303'OF A SIGNBOARD, IN A CONCRETE-PIPE CULVERT, AND 12.8 FEET
 LE0303'SOUTHEAST OF THE TRACK.  A STANDARD DISK, STAMPED 1048.836 G
 LE0303'10 1930.  NOTE-- 24 FT SOUTH OF THE SOUTH WOODEN HEADWALL FOR
 LE0303'A CULVERT.
 LE0303
 LE0303                          STATION RECOVERY (1967)
 LE0303
 LE0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0303'RECOVERED IN GOOD CONDITION.
 LE0303
 LE0303                          STATION RECOVERY (2001)
 LE0303
 LE0303'RECOVERY NOTE BY NATL RESOUR CONSERV 2001 (RCP)
 LE0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1707 ***********************************************************************
 JD1707  DESIGNATION -  G 10 B 1
 JD1707  PID         -  JD1707
 JD1707  STATE/COUNTY-  MO/ST CLAIR
 JD1707  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1707
 JD1707                         *CURRENT SURVEY CONTROL
 JD1707  ___________________________________________________________________
 JD1707* NAD 83(1986)-  38 11 03.     (N)    093 57 26.     (W)     SCALED    
 JD1707* NAVD 88     -       251.816  (meters)     826.17   (feet)  ADJUSTED  
 JD1707  ___________________________________________________________________
 JD1707  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD1707  DYNAMIC HT  -         251.635 (meters)     825.57  (feet)  COMP
 JD1707  MODELED GRAV-     979,904.6   (mgal)                       NAVD 88
 JD1707
 JD1707  VERT ORDER  -  SECOND    CLASS 0
 JD1707
 JD1707.The horizontal coordinates were scaled from a topographic map and have
 JD1707.an estimated accuracy of +/- 6 seconds.
 JD1707
 JD1707.The orthometric height was determined by differential leveling
 JD1707.and adjusted by the National Geodetic Survey in June 1991..
 JD1707
 JD1707.The geoid height was determined by GEOID03.
 JD1707
 JD1707.The dynamic height is computed by dividing the NAVD 88
 JD1707.geopotential number by the normal gravity value computed on the
 JD1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1707.degrees latitude (g = 980.6199 gals.).
 JD1707
 JD1707.The modeled gravity was interpolated from observed gravity values.
 JD1707
 JD1707;                    North         East    Units  Estimated Accuracy
 JD1707;SPC MO W     -   224,030.      897,550.      MT  (+/- 180 meters Scaled)
 JD1707
 JD1707                          SUPERSEDED SURVEY CONTROL
 JD1707
 JD1707  NGVD 29 (??/??/92)  251.71   (m)          825.8    (f) COMPUTED    2 0
 JD1707
 JD1707.Superseded values are not recommended for survey control.
 JD1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1707.See file dsdata.txt to determine how the superseded data were derived.
 JD1707
 JD1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC161266(NAD 83)
 JD1707_MARKER: DZ = AZIMUTH MARK DISK
 JD1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1707+STABILITY: SURFACE MOTION
 JD1707
 JD1707  HISTORY     - Date     Condition        Report By
 JD1707  HISTORY     - UNK      MONUMENTED       DOD
 JD1707  HISTORY     - 1963     GOOD             NGS
 JD1707
 JD1707                          STATION DESCRIPTION
 JD1707
 JD1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1707'4.2 MI E FROM APPLETON CITY.
 JD1707'ABOUT 1.85 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE
 JD1707'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JD1707'0.25 MILES SOUTH ALONG STATE ROAD A, THENCE 2.1 MILES EAST
 JD1707'ALONG STATE ROAD AA, 63 FEET NORTH OF THE CENTER LINE OF THE
 JD1707'ROAD, 33 FEET NORTH OF A FENCE, AND THE TOP SURFACE OVER THE
 JD1707'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 JD1707'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1708 ***********************************************************************
 JD1708  DESIGNATION -  G 10 B 2
 JD1708  PID         -  JD1708
 JD1708  STATE/COUNTY-  MO/ST CLAIR
 JD1708  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1708
 JD1708                         *CURRENT SURVEY CONTROL
 JD1708  ___________________________________________________________________
 JD1708* NAD 83(1986)-  38 11 14.     (N)    093 57 26.     (W)     SCALED    
 JD1708* NAVD 88     -       253.167  (meters)     830.60   (feet)  ADJUSTED  
 JD1708  ___________________________________________________________________
 JD1708  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD1708  DYNAMIC HT  -         252.985 (meters)     830.00  (feet)  COMP
 JD1708  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 JD1708
 JD1708  VERT ORDER  -  SECOND    CLASS 0
 JD1708
 JD1708.The horizontal coordinates were scaled from a topographic map and have
 JD1708.an estimated accuracy of +/- 6 seconds.
 JD1708
 JD1708.The orthometric height was determined by differential leveling
 JD1708.and adjusted by the National Geodetic Survey in June 1991..
 JD1708
 JD1708.The geoid height was determined by GEOID03.
 JD1708
 JD1708.The dynamic height is computed by dividing the NAVD 88
 JD1708.geopotential number by the normal gravity value computed on the
 JD1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1708.degrees latitude (g = 980.6199 gals.).
 JD1708
 JD1708.The modeled gravity was interpolated from observed gravity values.
 JD1708
 JD1708;                    North         East    Units  Estimated Accuracy
 JD1708;SPC MO W     -   224,370.      897,550.      MT  (+/- 180 meters Scaled)
 JD1708
 JD1708                          SUPERSEDED SURVEY CONTROL
 JD1708
 JD1708  NGVD 29 (??/??/92)  253.06   (m)          830.2    (f) COMPUTED    2 0
 JD1708
 JD1708.Superseded values are not recommended for survey control.
 JD1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1708.See file dsdata.txt to determine how the superseded data were derived.
 JD1708
 JD1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC161270(NAD 83)
 JD1708_MARKER: DZ = AZIMUTH MARK DISK
 JD1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1708+STABILITY: SURFACE MOTION
 JD1708
 JD1708  HISTORY     - Date     Condition        Report By
 JD1708  HISTORY     - UNK      MONUMENTED       DOD
 JD1708  HISTORY     - 1963     GOOD             NGS
 JD1708
 JD1708                          STATION DESCRIPTION
 JD1708
 JD1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1708'4.4 MI E FROM APPLETON CITY.
 JD1708'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1708'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JD1708'0.25 MILES SOUTH ALONG STATE ROAD A, THENCE 2.1 MILES EAST ALONG
 JD1708'STATE ROAD AA, THENCE 0.2 MILE NORTH-NORTHEAST ACROSS COUNTRY,
 JD1708'128 FEET SOUTHEAST OF A FENCE, 89 FEET SOUTH OF A POWER POLE,
 JD1708'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JD1708'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JD1708'CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1711 ***********************************************************************
 JD1711  DESIGNATION -  G 10 Z
 JD1711  PID         -  JD1711
 JD1711  STATE/COUNTY-  MO/ST CLAIR
 JD1711  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1711
 JD1711                         *CURRENT SURVEY CONTROL
 JD1711  ___________________________________________________________________
 JD1711* NAD 83(1986)-  38 11 01.     (N)    093 57 02.     (W)     SCALED    
 JD1711* NAVD 88     -       249.468  (meters)     818.46   (feet)  ADJUSTED  
 JD1711  ___________________________________________________________________
 JD1711  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD1711  DYNAMIC HT  -         249.289 (meters)     817.88  (feet)  COMP
 JD1711  MODELED GRAV-     979,904.8   (mgal)                       NAVD 88
 JD1711
 JD1711  VERT ORDER  -  SECOND    CLASS 0
 JD1711
 JD1711.The horizontal coordinates were scaled from a topographic map and have
 JD1711.an estimated accuracy of +/- 6 seconds.
 JD1711
 JD1711.The orthometric height was determined by differential leveling
 JD1711.and adjusted by the National Geodetic Survey in June 1991..
 JD1711
 JD1711.The geoid height was determined by GEOID03.
 JD1711
 JD1711.The dynamic height is computed by dividing the NAVD 88
 JD1711.geopotential number by the normal gravity value computed on the
 JD1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1711.degrees latitude (g = 980.6199 gals.).
 JD1711
 JD1711.The modeled gravity was interpolated from observed gravity values.
 JD1711
 JD1711;                    North         East    Units  Estimated Accuracy
 JD1711;SPC MO W     -   223,970.      898,140.      MT  (+/- 180 meters Scaled)
 JD1711
 JD1711                          SUPERSEDED SURVEY CONTROL
 JD1711
 JD1711  NGVD 29 (??/??/92)  249.37   (m)          818.1    (f) COMPUTED    2 0
 JD1711
 JD1711.Superseded values are not recommended for survey control.
 JD1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1711.See file dsdata.txt to determine how the superseded data were derived.
 JD1711
 JD1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC167266(NAD 83)
 JD1711_MARKER: DS = TRIANGULATION STATION DISK
 JD1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1711_STAMPING: G 10 Z 1962
 JD1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1711+STABILITY: SURFACE MOTION
 JD1711
 JD1711  HISTORY     - Date     Condition        Report By
 JD1711  HISTORY     - 1962     MONUMENTED       CGS
 JD1711  HISTORY     - 1963     GOOD             NGS
 JD1711
 JD1711                          STATION DESCRIPTION
 JD1711
 JD1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1711'4.6 MI SE FROM APPLETON CITY.
 JD1711'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1711'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JD1711'0.25 MILES SOUTH ALONG STATE ROAD A, THENCE 2.45 MILES EAST
 JD1711'ALONG STATE ROAD AA, 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JD1711'13.2 FEET EAST OF A NORTH-SOUTH FENCE, 3 1/2 FEET SOUTH OF AN
 JD1711'EAST-WEST FENCE, 6.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 JD1711'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD1711'WHICH IS 14-INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1712 ***********************************************************************
 JD1712  DESIGNATION -  G 10 Z AZ MK
 JD1712  PID         -  JD1712
 JD1712  STATE/COUNTY-  MO/ST CLAIR
 JD1712  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1712
 JD1712                         *CURRENT SURVEY CONTROL
 JD1712  ___________________________________________________________________
 JD1712* NAD 83(1986)-  38 11 01.     (N)    093 56 30.     (W)     SCALED    
 JD1712* NAVD 88     -       258.482  (meters)     848.04   (feet)  ADJUSTED  
 JD1712  ___________________________________________________________________
 JD1712  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JD1712  DYNAMIC HT  -         258.296 (meters)     847.43  (feet)  COMP
 JD1712  MODELED GRAV-     979,905.1   (mgal)                       NAVD 88
 JD1712
 JD1712  VERT ORDER  -  SECOND    CLASS 0
 JD1712
 JD1712.The horizontal coordinates were scaled from a topographic map and have
 JD1712.an estimated accuracy of +/- 6 seconds.
 JD1712
 JD1712.The orthometric height was determined by differential leveling
 JD1712.and adjusted by the National Geodetic Survey in June 1991..
 JD1712
 JD1712.The geoid height was determined by GEOID03.
 JD1712
 JD1712.The dynamic height is computed by dividing the NAVD 88
 JD1712.geopotential number by the normal gravity value computed on the
 JD1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1712.degrees latitude (g = 980.6199 gals.).
 JD1712
 JD1712.The modeled gravity was interpolated from observed gravity values.
 JD1712
 JD1712;                    North         East    Units  Estimated Accuracy
 JD1712;SPC MO W     -   223,980.      898,920.      MT  (+/- 180 meters Scaled)
 JD1712
 JD1712                          SUPERSEDED SURVEY CONTROL
 JD1712
 JD1712  NGVD 29 (??/??/92)  258.38   (m)          847.7    (f) COMPUTED    2 0
 JD1712
 JD1712.Superseded values are not recommended for survey control.
 JD1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1712.See file dsdata.txt to determine how the superseded data were derived.
 JD1712
 JD1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC175266(NAD 83)
 JD1712_MARKER: DZ = AZIMUTH MARK DISK
 JD1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1712_STAMPING: G 10 Z 1962
 JD1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1712+STABILITY: SURFACE MOTION
 JD1712
 JD1712  HISTORY     - Date     Condition        Report By
 JD1712  HISTORY     - 1962     MONUMENTED       CGS
 JD1712  HISTORY     - 1963     GOOD             NGS
 JD1712
 JD1712                          STATION DESCRIPTION
 JD1712
 JD1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1712'5.1 MI E FROM APPLETON CITY.
 JD1712'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1712'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JD1712'0.25 MILES SOUTH ALONG STATE ROAD A, THENCE 3.0 MILES EAST ALONG
 JD1712'STATE ROAD AA, AT THE INTERSECTION OF A NORTH-SOUTH ROAD AND
 JD1712'ACROSS STATE ROAD AA FROM A FARM HOUSE, 27 FEET NORTH OF THE
 JD1712'CENTER LINE OF STATE ROAD AA, 76 FEET WEST OF THE CENTER LINE
 JD1712'OF THE NORTH-SOUTH ROAD, 154 FEET EAST OF A POWER POLE WITH
 JD1712'A TRANSFORMER, 3 1/2 FEET SOUTH OF A FENCE CORNER POST, 6.0
 JD1712'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 JD1712'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD1712'PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1710 ***********************************************************************
 JD1710  DESIGNATION -  G 10 Z RM 1
 JD1710  PID         -  JD1710
 JD1710  STATE/COUNTY-  MO/ST CLAIR
 JD1710  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1710
 JD1710                         *CURRENT SURVEY CONTROL
 JD1710  ___________________________________________________________________
 JD1710* NAD 83(1986)-  38 11 02.     (N)    093 57 01.     (W)     SCALED    
 JD1710* NAVD 88     -       250.026  (meters)     820.29   (feet)  ADJUSTED  
 JD1710  ___________________________________________________________________
 JD1710  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD1710  DYNAMIC HT  -         249.847 (meters)     819.71  (feet)  COMP
 JD1710  MODELED GRAV-     979,904.8   (mgal)                       NAVD 88
 JD1710
 JD1710  VERT ORDER  -  SECOND    CLASS 0
 JD1710
 JD1710.The horizontal coordinates were scaled from a topographic map and have
 JD1710.an estimated accuracy of +/- 6 seconds.
 JD1710
 JD1710.The orthometric height was determined by differential leveling
 JD1710.and adjusted by the National Geodetic Survey in June 1991..
 JD1710
 JD1710.The geoid height was determined by GEOID03.
 JD1710
 JD1710.The dynamic height is computed by dividing the NAVD 88
 JD1710.geopotential number by the normal gravity value computed on the
 JD1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1710.degrees latitude (g = 980.6199 gals.).
 JD1710
 JD1710.The modeled gravity was interpolated from observed gravity values.
 JD1710
 JD1710;                    North         East    Units  Estimated Accuracy
 JD1710;SPC MO W     -   224,000.      898,160.      MT  (+/- 180 meters Scaled)
 JD1710
 JD1710                          SUPERSEDED SURVEY CONTROL
 JD1710
 JD1710  NGVD 29 (??/??/92)  249.92   (m)          819.9    (f) COMPUTED    2 0
 JD1710
 JD1710.Superseded values are not recommended for survey control.
 JD1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1710.See file dsdata.txt to determine how the superseded data were derived.
 JD1710
 JD1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC167266(NAD 83)
 JD1710_MARKER: DR = REFERENCE MARK DISK
 JD1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1710_STAMPING: G 10 Z NO 1 1962
 JD1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1710+STABILITY: SURFACE MOTION
 JD1710
 JD1710  HISTORY     - Date     Condition        Report By
 JD1710  HISTORY     - 1962     MONUMENTED       CGS
 JD1710  HISTORY     - 1963     GOOD             NGS
 JD1710
 JD1710                          STATION DESCRIPTION
 JD1710
 JD1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1710'4.6 MI E FROM APPLETON CITY.
 JD1710'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1710'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JD1710'0.25 MILES SOUTH ALONG STATE ROAD A, THENCE 2.45 MILES EAST ALONG
 JD1710'STATE ROAD AA, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JD1710'47 FEET EAST OF A T FENCE LEADING NORTH, 98.0 FEET NORTHEAST
 JD1710'AND ACROSS THE ROAD FROM G 10 Z 1962, 1 1/2 FEET SOUTH OF A
 JD1710'FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 JD1710'THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1709 ***********************************************************************
 JD1709  DESIGNATION -  G 10 Z RM 2
 JD1709  PID         -  JD1709
 JD1709  STATE/COUNTY-  MO/ST CLAIR
 JD1709  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1709
 JD1709                         *CURRENT SURVEY CONTROL
 JD1709  ___________________________________________________________________
 JD1709* NAD 83(1986)-  38 11 02.     (N)    093 57 02.     (W)     SCALED    
 JD1709* NAVD 88     -       249.744  (meters)     819.37   (feet)  ADJUSTED  
 JD1709  ___________________________________________________________________
 JD1709  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD1709  DYNAMIC HT  -         249.565 (meters)     818.78  (feet)  COMP
 JD1709  MODELED GRAV-     979,904.8   (mgal)                       NAVD 88
 JD1709
 JD1709  VERT ORDER  -  SECOND    CLASS 0
 JD1709
 JD1709.The horizontal coordinates were scaled from a topographic map and have
 JD1709.an estimated accuracy of +/- 6 seconds.
 JD1709
 JD1709.The orthometric height was determined by differential leveling
 JD1709.and adjusted by the National Geodetic Survey in June 1991..
 JD1709
 JD1709.The geoid height was determined by GEOID03.
 JD1709
 JD1709.The dynamic height is computed by dividing the NAVD 88
 JD1709.geopotential number by the normal gravity value computed on the
 JD1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1709.degrees latitude (g = 980.6199 gals.).
 JD1709
 JD1709.The modeled gravity was interpolated from observed gravity values.
 JD1709
 JD1709;                    North         East    Units  Estimated Accuracy
 JD1709;SPC MO W     -   224,000.      898,140.      MT  (+/- 180 meters Scaled)
 JD1709
 JD1709                          SUPERSEDED SURVEY CONTROL
 JD1709
 JD1709  NGVD 29 (??/??/92)  249.64   (m)          819.0    (f) COMPUTED    2 0
 JD1709
 JD1709.Superseded values are not recommended for survey control.
 JD1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1709.See file dsdata.txt to determine how the superseded data were derived.
 JD1709
 JD1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC167266(NAD 83)
 JD1709_MARKER: DR = REFERENCE MARK DISK
 JD1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1709_STAMPING: G 10 Z NO 2 1962
 JD1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1709+STABILITY: SURFACE MOTION
 JD1709
 JD1709  HISTORY     - Date     Condition        Report By
 JD1709  HISTORY     - 1962     MONUMENTED       CGS
 JD1709  HISTORY     - 1963     GOOD             NGS
 JD1709
 JD1709                          STATION DESCRIPTION
 JD1709
 JD1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1709'4.6 MI E FROM APPLETON CITY.
 JD1709'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1709'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JD1709'0.25 MILES SOUTH ALONG STATE ROAD A, THENCE 2.45 MILES EAST ALONG
 JD1709'STATE ROAD AA, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JD1709'98 FEET WEST OF A T FENCE LEADING NORTH, 106.0 FEET NORTHWEST
 JD1709'AND ACROSS THE ROAD FROM G 10 Z 1962, 1 1/2 FEET SOUTH OF A
 JD1709'FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 JD1709'THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0160 ***********************************************************************
 JD0160  DESIGNATION -  G 100
 JD0160  PID         -  JD0160
 JD0160  STATE/COUNTY-  MO/COLE
 JD0160  USGS QUAD   -  ENON (1987)
 JD0160
 JD0160                         *CURRENT SURVEY CONTROL
 JD0160  ___________________________________________________________________
 JD0160* NAD 83(1986)-  38 28 53.     (N)    092 27 49.     (W)     SCALED    
 JD0160* NAVD 88     -       233.753  (meters)     766.90   (feet)  ADJUSTED  
 JD0160  ___________________________________________________________________
 JD0160  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JD0160  DYNAMIC HT  -         233.593 (meters)     766.38  (feet)  COMP
 JD0160  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 JD0160
 JD0160  VERT ORDER  -  SECOND    CLASS 0
 JD0160
 JD0160.The horizontal coordinates were scaled from a topographic map and have
 JD0160.an estimated accuracy of +/- 6 seconds.
 JD0160
 JD0160.The orthometric height was determined by differential leveling
 JD0160.and adjusted by the National Geodetic Survey in June 1991..
 JD0160
 JD0160.The geoid height was determined by GEOID03.
 JD0160
 JD0160.The dynamic height is computed by dividing the NAVD 88
 JD0160.geopotential number by the normal gravity value computed on the
 JD0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0160.degrees latitude (g = 980.6199 gals.).
 JD0160
 JD0160.The modeled gravity was interpolated from observed gravity values.
 JD0160
 JD0160;                    North         East    Units  Estimated Accuracy
 JD0160;SPC MO C     -   293,860.      503,180.      MT  (+/- 180 meters Scaled)
 JD0160
 JD0160                          SUPERSEDED SURVEY CONTROL
 JD0160
 JD0160  NGVD 29 (??/??/92)  233.726  (m)          766.82   (f) ADJ UNCH    2 0
 JD0160
 JD0160.Superseded values are not recommended for survey control.
 JD0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0160.See file dsdata.txt to determine how the superseded data were derived.
 JD0160
 JD0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC467593(NAD 83)
 JD0160_MARKER: DB = BENCH MARK DISK
 JD0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0160_STAMPING: G 100 1935
 JD0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0160+STABILITY: SURFACE MOTION
 JD0160
 JD0160  HISTORY     - Date     Condition        Report By
 JD0160  HISTORY     - 1935     MONUMENTED       CGS
 JD0160
 JD0160                          STATION DESCRIPTION
 JD0160
 JD0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0160'3 MI S FROM RUSSELLVILLE.
 JD0160'3.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD, FROM
 JD0160'RUSSELLVILLE, 3/4 POLE SOUTH OF MILEPOST 147, 2 RAILS SOUTH
 JD0160'OF A ROAD CROSSING, AND 40 FEET WEST OF THE CENTERLINE OF THE
 JD0160'TRACK.  A STANDARD DISK, STAMPED G 100 1935 AND SET IN THE
 JD0160'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0713 ***********************************************************************
 JC0713  DESIGNATION -  G 101
 JC0713  PID         -  JC0713
 JC0713  STATE/COUNTY-  MO/FRANKLIN
 JC0713  USGS QUAD   -  LESLIE (1980)
 JC0713
 JC0713                         *CURRENT SURVEY CONTROL
 JC0713  ___________________________________________________________________
 JC0713* NAD 83(1986)-  38 25 03.     (N)    091 14 37.     (W)     SCALED    
 JC0713* NAVD 88     -       254.168  (meters)     833.88   (feet)  ADJUSTED  
 JC0713  ___________________________________________________________________
 JC0713  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JC0713  DYNAMIC HT  -         253.997 (meters)     833.32  (feet)  COMP
 JC0713  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 JC0713
 JC0713  VERT ORDER  -  SECOND    CLASS 0
 JC0713
 JC0713.The horizontal coordinates were scaled from a topographic map and have
 JC0713.an estimated accuracy of +/- 6 seconds.
 JC0713
 JC0713.The orthometric height was determined by differential leveling
 JC0713.and adjusted by the National Geodetic Survey in June 1991..
 JC0713
 JC0713.The geoid height was determined by GEOID03.
 JC0713
 JC0713.The dynamic height is computed by dividing the NAVD 88
 JC0713.geopotential number by the normal gravity value computed on the
 JC0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0713.degrees latitude (g = 980.6199 gals.).
 JC0713
 JC0713.The modeled gravity was interpolated from observed gravity values.
 JC0713
 JC0713;                    North         East    Units  Estimated Accuracy
 JC0713;SPC MO E     -   287,030.      185,060.      MT  (+/- 180 meters Scaled)
 JC0713
 JC0713                          SUPERSEDED SURVEY CONTROL
 JC0713
 JC0713  NGVD 29 (??/??/92)  254.184  (m)          833.94   (f) ADJ UNCH    2 0
 JC0713
 JC0713.Superseded values are not recommended for survey control.
 JC0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0713.See file dsdata.txt to determine how the superseded data were derived.
 JC0713
 JC0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC533536(NAD 83)
 JC0713_MARKER: DB = BENCH MARK DISK
 JC0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0713_STAMPING: G 101 1935
 JC0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0713+STABILITY: SURFACE MOTION
 JC0713
 JC0713  HISTORY     - Date     Condition        Report By
 JC0713  HISTORY     - 1935     MONUMENTED       CGS
 JC0713  HISTORY     - 1940     GOOD             NGS
 JC0713
 JC0713                          STATION DESCRIPTION
 JC0713
 JC0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0713'0.7 MI W FROM LESLIE.
 JC0713'0.7 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JC0713'FROM THE STATION AT LESLIE, FRANKLIN COUNTY, 23 POLES WEST OF
 JC0713'MILEPOST 74, AT A ROAD CROSSING, 52.5 FEET WEST OF THE CENTER LINE
 JC0713'OF THE ROAD, 43.5 FEET SOUTH OF THE SOUTH RAIL, 8 YARDS WEST
 JC0713'OF A FENCE CORNER, 1 YARD NORTH OF THE FENCE, AND 0.5 FOOT EAST
 JC0713'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 101 1935
 JC0713'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 JC0713'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0741 ***********************************************************************
 JC0741  DESIGNATION -  G 102
 JC0741  PID         -  JC0741
 JC0741  STATE/COUNTY-  MO/GASCONADE
 JC0741  USGS QUAD   -  ROSEBUD (1980)
 JC0741
 JC0741                         *CURRENT SURVEY CONTROL
 JC0741  ___________________________________________________________________
 JC0741* NAD 83(1986)-  38 25 55.     (N)    091 26 25.     (W)     SCALED    
 JC0741* NAVD 88     -       273.772  (meters)     898.20   (feet)  ADJUSTED  
 JC0741  ___________________________________________________________________
 JC0741  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 JC0741  DYNAMIC HT  -         273.588 (meters)     897.60  (feet)  COMP
 JC0741  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 JC0741
 JC0741  VERT ORDER  -  SECOND    CLASS 0
 JC0741
 JC0741.The horizontal coordinates were scaled from a topographic map and have
 JC0741.an estimated accuracy of +/- 6 seconds.
 JC0741
 JC0741.The orthometric height was determined by differential leveling
 JC0741.and adjusted by the National Geodetic Survey in June 1991..
 JC0741
 JC0741.The geoid height was determined by GEOID03.
 JC0741
 JC0741.The dynamic height is computed by dividing the NAVD 88
 JC0741.geopotential number by the normal gravity value computed on the
 JC0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0741.degrees latitude (g = 980.6199 gals.).
 JC0741
 JC0741.The modeled gravity was interpolated from observed gravity values.
 JC0741
 JC0741;                    North         East    Units  Estimated Accuracy
 JC0741;SPC MO E     -   288,790.      167,900.      MT  (+/- 180 meters Scaled)
 JC0741
 JC0741                          SUPERSEDED SURVEY CONTROL
 JC0741
 JC0741  NGVD 29 (??/??/92)  273.778  (m)          898.22   (f) ADJ UNCH    2 0
 JC0741
 JC0741.Superseded values are not recommended for survey control.
 JC0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0741.See file dsdata.txt to determine how the superseded data were derived.
 JC0741
 JC0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC361548(NAD 83)
 JC0741_MARKER: DB = BENCH MARK DISK
 JC0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0741_STAMPING: G 102 1935
 JC0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0741+STABILITY: SURFACE MOTION
 JC0741
 JC0741  HISTORY     - Date     Condition        Report By
 JC0741  HISTORY     - 1935     MONUMENTED       CGS
 JC0741  HISTORY     - 1938     GOOD             NGS
 JC0741
 JC0741                          STATION DESCRIPTION
 JC0741
 JC0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0741'3.2 MI SE FROM DRAKE.
 JC0741'3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM A GENERAL STORE
 JC0741'AT DRAKE, GASCONADE COUNTY, OPPOSITE THE DIAMOND-X SERVICE
 JC0741'STATION AND FARMHOUSE, AT THE NORTH SIDE OF A PRIVATE ROAD LEADING
 JC0741'EAST, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 JC0741'NORTH OF A POLE, AND 4 FEET EAST OF A FENCE CORNER.  A STANDARD
 JC0741'DISK, STAMPED G 102 1935 AND SET IN THE TOP OF A CONCRETE POST
 JC0741'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0643 ***********************************************************************
 JC0643  DESIGNATION -  G 103
 JC0643  PID         -  JC0643
 JC0643  STATE/COUNTY-  MO/MONTGOMERY
 JC0643  USGS QUAD   -  PINNACLE LAKE (1973)
 JC0643
 JC0643                         *CURRENT SURVEY CONTROL
 JC0643  ___________________________________________________________________
 JC0643* NAD 83(1986)-  38 48 19.     (N)    091 28 41.     (W)     SCALED    
 JC0643* NAVD 88     -       168.605  (meters)     553.16   (feet)  ADJUSTED  
 JC0643  ___________________________________________________________________
 JC0643  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JC0643  DYNAMIC HT  -         168.497 (meters)     552.81  (feet)  COMP
 JC0643  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 JC0643
 JC0643  VERT ORDER  -  SECOND    CLASS 0
 JC0643
 JC0643.The horizontal coordinates were scaled from a topographic map and have
 JC0643.an estimated accuracy of +/- 6 seconds.
 JC0643
 JC0643.The orthometric height was determined by differential leveling
 JC0643.and adjusted by the National Geodetic Survey in June 1991..
 JC0643
 JC0643.The geoid height was determined by GEOID03.
 JC0643
 JC0643.The dynamic height is computed by dividing the NAVD 88
 JC0643.geopotential number by the normal gravity value computed on the
 JC0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0643.degrees latitude (g = 980.6199 gals.).
 JC0643
 JC0643.The modeled gravity was interpolated from observed gravity values.
 JC0643
 JC0643;                    North         East    Units  Estimated Accuracy
 JC0643;SPC MO E     -   330,270.      165,050.      MT  (+/- 180 meters Scaled)
 JC0643
 JC0643                          SUPERSEDED SURVEY CONTROL
 JC0643
 JC0643  NGVD 29 (??/??/92)  168.614  (m)          553.19   (f) ADJ UNCH    2 0
 JC0643
 JC0643.Superseded values are not recommended for survey control.
 JC0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0643.See file dsdata.txt to determine how the superseded data were derived.
 JC0643
 JC0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC321962(NAD 83)
 JC0643_MARKER: DB = BENCH MARK DISK
 JC0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0643_STAMPING: G 103 1935
 JC0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0643+STABILITY: SURFACE MOTION
 JC0643
 JC0643  HISTORY     - Date     Condition        Report By
 JC0643  HISTORY     - 1935     MONUMENTED       CGS
 JC0643  HISTORY     - 1972     GOOD             USGS
 JC0643
 JC0643                          STATION DESCRIPTION
 JC0643
 JC0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0643'IN BIG SPRINGS.
 JC0643'AT BIGSPRING, MONTGOMERY COUNTY, ON STATE HIGHWAY 19, 100
 JC0643'FEET NORTH OF THE NORTH CITY-LIMIT SIGN, AND 40 FEET WEST OF
 JC0643'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 103
 JC0643'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 JC0643'ABOVE GROUND.
 JC0643
 JC0643                          STATION RECOVERY (1972)
 JC0643
 JC0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JC0643'AT BIG SPRING. T. 47 N., R. 5 W., IN THE SOUTHEAST QUARTER OF SECTION
 JC0643'28, ON STATE HWY 19, 57 FT S AND 40 FT WEST OF BIG SPRING SIGN ON
 JC0643'NORTH EDGE OF TOWN, 59 FT. NE OF HAUSER FARM STORE AND ACCROSS ROAD
 JC0643'FROM LIBERTY BAPTIST CHURCH, A STANDARD DISK, STAMPED F 103 1935 AND
 JC0643'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE
 JC0643'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0835 ***********************************************************************
 JC0835  DESIGNATION -  G 104
 JC0835  PID         -  JC0835
 JC0835  STATE/COUNTY-  MO/CRAWFORD
 JC0835  USGS QUAD   -  CUBA (1980)
 JC0835
 JC0835                         *CURRENT SURVEY CONTROL
 JC0835  ___________________________________________________________________
 JC0835* NAD 83(1986)-  38 04 27.     (N)    091 24 26.     (W)     SCALED    
 JC0835* NAVD 88     -       309.079  (meters)    1014.04   (feet)  ADJUSTED  
 JC0835  ___________________________________________________________________
 JC0835  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JC0835  DYNAMIC HT  -         308.855 (meters)    1013.30  (feet)  COMP
 JC0835  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 JC0835
 JC0835  VERT ORDER  -  SECOND    CLASS 0
 JC0835
 JC0835.The horizontal coordinates were scaled from a topographic map and have
 JC0835.an estimated accuracy of +/- 6 seconds.
 JC0835
 JC0835.The orthometric height was determined by differential leveling
 JC0835.and adjusted by the National Geodetic Survey in June 1991..
 JC0835
 JC0835.The geoid height was determined by GEOID03.
 JC0835
 JC0835.The dynamic height is computed by dividing the NAVD 88
 JC0835.geopotential number by the normal gravity value computed on the
 JC0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0835.degrees latitude (g = 980.6199 gals.).
 JC0835
 JC0835.The modeled gravity was interpolated from observed gravity values.
 JC0835
 JC0835;                    North         East    Units  Estimated Accuracy
 JC0835;SPC MO E     -   249,050.      170,400.      MT  (+/- 180 meters Scaled)
 JC0835
 JC0835                          SUPERSEDED SURVEY CONTROL
 JC0835
 JC0835  NGVD 29 (??/??/92)  309.068  (m)         1014.00   (f) ADJ UNCH    2 0
 JC0835
 JC0835.Superseded values are not recommended for survey control.
 JC0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0835.See file dsdata.txt to determine how the superseded data were derived.
 JC0835
 JC0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC397152(NAD 83)
 JC0835_MARKER: DB = BENCH MARK DISK
 JC0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0835_STAMPING: G 104 1935
 JC0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0835+STABILITY: SURFACE MOTION
 JC0835
 JC0835  HISTORY     - Date     Condition        Report By
 JC0835  HISTORY     - 1935     MONUMENTED       CGS
 JC0835
 JC0835                          STATION DESCRIPTION
 JC0835
 JC0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0835'1.2 MI N FROM CUBA.
 JC0835'1.2 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE ST. LOUIS-SAN
 JC0835'FRANCISCO RAILWAY STATION AT CUBA, CRAWFORD COUNTY, AT THE MIDDLE
 JC0835'OF A REVERSE CURVE, 200 YARDS SOUTH OF THE JUNCTION OF A ROAD
 JC0835'LEADING WEST, 49 YARDS NORTH OF A CULVERT, 11 YARDS WEST OF THE
 JC0835'CENTER LINE OF THE HIGHWAY, AND 10 YARDS NORTH OF A POLE.  A
 JC0835'STANDARD DISK, STAMPED G 104 1935 AND SET IN THE TOP OF A
 JC0835'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0118 ***********************************************************************
 HE0118  DESIGNATION -  G 106
 HE0118  PID         -  HE0118
 HE0118  STATE/COUNTY-  MO/VERNON
 HE0118  USGS QUAD   -  MOUNDVILLE (1991)
 HE0118
 HE0118                         *CURRENT SURVEY CONTROL
 HE0118  ___________________________________________________________________
 HE0118* NAD 83(1986)-  37 49 53.     (N)    094 24 24.     (W)     SCALED    
 HE0118* NAVD 88     -       232.857  (meters)     763.97   (feet)  ADJUSTED  
 HE0118  ___________________________________________________________________
 HE0118  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HE0118  DYNAMIC HT  -         232.683 (meters)     763.39  (feet)  COMP
 HE0118  MODELED GRAV-     979,876.2   (mgal)                       NAVD 88
 HE0118
 HE0118  VERT ORDER  -  FIRST     CLASS II
 HE0118
 HE0118.The horizontal coordinates were scaled from a topographic map and have
 HE0118.an estimated accuracy of +/- 6 seconds.
 HE0118
 HE0118.The orthometric height was determined by differential leveling
 HE0118.and adjusted by the National Geodetic Survey in June 1991..
 HE0118
 HE0118.The geoid height was determined by GEOID03.
 HE0118
 HE0118.The dynamic height is computed by dividing the NAVD 88
 HE0118.geopotential number by the normal gravity value computed on the
 HE0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0118.degrees latitude (g = 980.6199 gals.).
 HE0118
 HE0118.The modeled gravity was interpolated from observed gravity values.
 HE0118
 HE0118;                    North         East    Units  Estimated Accuracy
 HE0118;SPC MO W     -   184,740.      858,220.      MT  (+/- 180 meters Scaled)
 HE0118
 HE0118                          SUPERSEDED SURVEY CONTROL
 HE0118
 HE0118  NGVD 29 (??/??/92)  232.760  (m)          763.65   (f) ADJ UNCH    1 2
 HE0118
 HE0118.Superseded values are not recommended for survey control.
 HE0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0118.See file dsdata.txt to determine how the superseded data were derived.
 HE0118
 HE0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB762880(NAD 83)
 HE0118_MARKER: DB = BENCH MARK DISK
 HE0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0118_STAMPING: G 106 1934
 HE0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0118+STABILITY: SURFACE MOTION
 HE0118
 HE0118  HISTORY     - Date     Condition        Report By
 HE0118  HISTORY     - 1934     MONUMENTED       CGS
 HE0118  HISTORY     - 1963     GOOD             NGS
 HE0118
 HE0118                          STATION DESCRIPTION
 HE0118
 HE0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0118'3.7 MI SW FROM NEVADA.
 HE0118'ABOUT 0.9 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE
 HE0118'COURTHOUSE AT NEVADA, THENCE 2.8 MILES WEST ALONG THE
 HE0118'MISSOURI-KANSAS-TEXAS RAILROAD, IN SECTION 12 T 35 N, R 32 W, 19 FEET
 HE0118'NORTHWEST OF THE FIRST POLE EAST OF MILEPOST 321, 47 FEET NORTH
 HE0118'OF THE NORTH RAIL, 6 1/2 RAILS WEST OF THE CENTER OF A CROSSING
 HE0118'OF THE RAILROAD AND A ROAD, 2 1/2 FEET SOUTH OF A FENCE, 1.0
 HE0118'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 HE0118'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0045 ***********************************************************************
 HE0045  DESIGNATION -  G 107
 HE0045  PID         -  HE0045
 HE0045  STATE/COUNTY-  MO/BARTON
 HE0045  USGS QUAD   -  IANTHA (1962)
 HE0045
 HE0045                         *CURRENT SURVEY CONTROL
 HE0045  ___________________________________________________________________
 HE0045* NAD 83(1986)-  37 31 52.     (N)    094 28 51.     (W)     SCALED    
 HE0045* NAVD 88     -       285.849  (meters)     937.82   (feet)  ADJUSTED  
 HE0045  ___________________________________________________________________
 HE0045  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HE0045  DYNAMIC HT  -         285.625 (meters)     937.09  (feet)  COMP
 HE0045  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 HE0045
 HE0045  VERT ORDER  -  SECOND    CLASS 0
 HE0045
 HE0045.The horizontal coordinates were scaled from a topographic map and have
 HE0045.an estimated accuracy of +/- 6 seconds.
 HE0045
 HE0045.The orthometric height was determined by differential leveling
 HE0045.and adjusted by the National Geodetic Survey in June 1991..
 HE0045
 HE0045.The geoid height was determined by GEOID03.
 HE0045
 HE0045.The dynamic height is computed by dividing the NAVD 88
 HE0045.geopotential number by the normal gravity value computed on the
 HE0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0045.degrees latitude (g = 980.6199 gals.).
 HE0045
 HE0045.The modeled gravity was interpolated from observed gravity values.
 HE0045
 HE0045;                    North         East    Units  Estimated Accuracy
 HE0045;SPC MO W     -   151,410.      851,690.      MT  (+/- 180 meters Scaled)
 HE0045
 HE0045                          SUPERSEDED SURVEY CONTROL
 HE0045
 HE0045  NGVD 29 (??/??/92)  285.733  (m)          937.44   (f) ADJ UNCH    2 0
 HE0045
 HE0045.Superseded values are not recommended for survey control.
 HE0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0045.See file dsdata.txt to determine how the superseded data were derived.
 HE0045
 HE0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB691548(NAD 83)
 HE0045_MARKER: DB = BENCH MARK DISK
 HE0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0045_STAMPING: G 107 1934
 HE0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0045+STABILITY: SURFACE MOTION
 HE0045
 HE0045  HISTORY     - Date     Condition        Report By
 HE0045  HISTORY     - 1934     MONUMENTED       CGS
 HE0045  HISTORY     - 1935     GOOD             NGS
 HE0045  HISTORY     - 1960     MARK NOT FOUND   NGS
 HE0045
 HE0045                          STATION DESCRIPTION
 HE0045
 HE0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0045'4.6 MI W FROM IANTHA.
 HE0045'4.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0045'IANTHA, BARTON COUNTY, AT WIMMER, 3 FEET SOUTHWEST OF THE
 HE0045'THIRTY-SIXTH POLE EAST OF MILEPOST 126, 17-1/2 RAILS WEST OF
 HE0045'A ROAD CROSSING, AND 3 FEET NORTH OF THE CENTERLINE OF THE
 HE0045'MAIN TRACK.  A STANDARD DISK, STAMPED G 107 1934 AND SET IN
 HE0045'THE TOP OF A CONCRETE POST.
 HE0045
 HE0045                          STATION RECOVERY (1960)
 HE0045
 HE0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HE0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0029 ***********************************************************************
 GG0029  DESIGNATION -  G 108
 GG0029  PID         -  GG0029
 GG0029  STATE/COUNTY-  MO/MCDONALD
 GG0029  USGS QUAD   -  ANDERSON (1982)
 GG0029
 GG0029                         *CURRENT SURVEY CONTROL
 GG0029  ___________________________________________________________________
 GG0029* NAD 83(1986)-  36 39 00.     (N)    094 26 41.     (W)     SCALED    
 GG0029* NAVD 88     -       276.031  (meters)     905.61   (feet)  ADJUSTED  
 GG0029  ___________________________________________________________________
 GG0029  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GG0029  DYNAMIC HT  -         275.801 (meters)     904.86  (feet)  COMP
 GG0029  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 GG0029
 GG0029  VERT ORDER  -  SECOND    CLASS 0
 GG0029
 GG0029.The horizontal coordinates were scaled from a topographic map and have
 GG0029.an estimated accuracy of +/- 6 seconds.
 GG0029
 GG0029.The orthometric height was determined by differential leveling
 GG0029.and adjusted by the National Geodetic Survey in June 1991..
 GG0029
 GG0029.The geoid height was determined by GEOID03.
 GG0029
 GG0029.The dynamic height is computed by dividing the NAVD 88
 GG0029.geopotential number by the normal gravity value computed on the
 GG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0029.degrees latitude (g = 980.6199 gals.).
 GG0029
 GG0029.The modeled gravity was interpolated from observed gravity values.
 GG0029
 GG0029;                    North         East    Units  Estimated Accuracy
 GG0029;SPC MO W     -    53,630.      854,940.      MT  (+/- 180 meters Scaled)
 GG0029
 GG0029                          SUPERSEDED SURVEY CONTROL
 GG0029
 GG0029  NGVD 29 (??/??/92)  275.916  (m)          905.23   (f) ADJ UNCH    2 0
 GG0029
 GG0029.Superseded values are not recommended for survey control.
 GG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0029.See file dsdata.txt to determine how the superseded data were derived.
 GG0029
 GG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA708570(NAD 83)
 GG0029_MARKER: DB = BENCH MARK DISK
 GG0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0029_SP_SET: BRIDGE
 GG0029_STAMPING: G 108
 GG0029_MARK LOGO: CGS   
 GG0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0029+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GG0029
 GG0029  HISTORY     - Date     Condition        Report By
 GG0029  HISTORY     - 1935     MONUMENTED       CGS
 GG0029  HISTORY     - 1987     GOOD             USPSQD
 GG0029  HISTORY     - 19940923 GOOD             MOHC
 GG0029  HISTORY     - 19941003 GOOD             MOHC
 GG0029  HISTORY     - 20050308 GOOD             GEOCAC
 GG0029  HISTORY     - 20060309 GOOD             AIRDAT
 GG0029
 GG0029                          STATION DESCRIPTION
 GG0029
 GG0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0029'0.1 MI N FROM ANDERSON.
 GG0029'0.1 MILE NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 GG0029'STATION AT ANDERSON, MC DONALD COUNTY, IN THE NORTH END OF
 GG0029'CONCRETE BRIDGE NO. A 192 OVER U.S. HIGHWAY 71, 5 FEET WEST OF
 GG0029'THE TRACK, AND ABOUT 6 INCHES HIGHER THAN THE TOP OF THE RAIL.  A
 GG0029'STANDARD DISK, STAMPED G 108 1935.
 GG0029
 GG0029                          STATION RECOVERY (1987)
 GG0029
 GG0029'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0029'RECOVERED IN GOOD CONDITION.
 GG0029
 GG0029                          STATION RECOVERY (1994)
 GG0029
 GG0029'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1994 (RSP)
 GG0029'RECOVERED AS DESCRIBED.
 GG0029
 GG0029                          STATION RECOVERY (1994)
 GG0029
 GG0029'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1994 (RSP)
 GG0029'RECOVERED AS DESCRIBED.
 GG0029
 GG0029                          STATION RECOVERY (2005)
 GG0029
 GG0029'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GG0029'GPS COORDINATES.
 GG0029'36 39 08.280
 GG0029'94 36 39.540
 GG0029
 GG0029                          STATION RECOVERY (2006)
 GG0029
 GG0029'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 GG0029'RECOVERED AS DESCRIBE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0003 ***********************************************************************
 GG0003  DESIGNATION -  G 109
 GG0003  PID         -  GG0003
 GG0003  STATE/COUNTY-  MO/BARRY
 GG0003  USGS QUAD   -  ROCKY COMFORT (1982)
 GG0003
 GG0003                         *CURRENT SURVEY CONTROL
 GG0003  ___________________________________________________________________
 GG0003* NAD 83(1986)-  36 42 48.     (N)    094 01 35.     (W)     SCALED    
 GG0003* NAVD 88     -       447.028  (meters)    1466.62   (feet)  ADJUSTED  
 GG0003  ___________________________________________________________________
 GG0003  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GG0003  DYNAMIC HT  -         446.648 (meters)    1465.38  (feet)  COMP
 GG0003  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 GG0003
 GG0003  VERT ORDER  -  SECOND    CLASS 0
 GG0003
 GG0003.The horizontal coordinates were scaled from a topographic map and have
 GG0003.an estimated accuracy of +/- 6 seconds.
 GG0003
 GG0003.The orthometric height was determined by differential leveling
 GG0003.and adjusted by the National Geodetic Survey in June 1991..
 GG0003
 GG0003.The geoid height was determined by GEOID03.
 GG0003
 GG0003.The dynamic height is computed by dividing the NAVD 88
 GG0003.geopotential number by the normal gravity value computed on the
 GG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0003.degrees latitude (g = 980.6199 gals.).
 GG0003
 GG0003.The modeled gravity was interpolated from observed gravity values.
 GG0003
 GG0003;                    North         East    Units  Estimated Accuracy
 GG0003;SPC MO W     -    60,760.      892,310.      MT  (+/- 180 meters Scaled)
 GG0003
 GG0003                          SUPERSEDED SURVEY CONTROL
 GG0003
 GG0003  NGVD 29 (??/??/92)  446.877  (m)         1466.13   (f) ADJ UNCH    2 0
 GG0003
 GG0003.Superseded values are not recommended for survey control.
 GG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0003.See file dsdata.txt to determine how the superseded data were derived.
 GG0003
 GG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA083635(NAD 83)
 GG0003_MARKER: DB = BENCH MARK DISK
 GG0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0003_STAMPING: G 109 1935
 GG0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0003+STABILITY: SURFACE MOTION
 GG0003
 GG0003  HISTORY     - Date     Condition        Report By
 GG0003  HISTORY     - 1935     MONUMENTED       CGS
 GG0003
 GG0003                          STATION DESCRIPTION
 GG0003
 GG0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0003'4.2 MI E FROM WHEATON.
 GG0003'4.2 MILES EAST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY FROM
 GG0003'WHEATON, BARRY COUNTY, 6-1/2 POLES EAST OF MILEPOST 45, AT A
 GG0003'ROAD CROSSING, 35 FEET EAST OF THE ROAD, AND 35 FEET SOUTH OF
 GG0003'THE TRACK.  A STANDARD DISK, STAMPED G 109 1935 AND SET IN THE
 GG0003'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0330 ***********************************************************************
 KD0330  DESIGNATION -  G 11
 KD0330  PID         -  KD0330
 KD0330  STATE/COUNTY-  MO/LINN
 KD0330  USGS QUAD   -  SUMNER (1979)
 KD0330
 KD0330                         *CURRENT SURVEY CONTROL
 KD0330  ___________________________________________________________________
 KD0330* NAD 83(1986)-  39 43 30.     (N)    093 11 10.     (W)     SCALED    
 KD0330* NAVD 88     -       236.370  (meters)     775.49   (feet)  ADJUSTED  
 KD0330  ___________________________________________________________________
 KD0330  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KD0330  DYNAMIC HT  -         236.237 (meters)     775.05  (feet)  COMP
 KD0330  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 KD0330
 KD0330  VERT ORDER  -  FIRST     CLASS II
 KD0330
 KD0330.The horizontal coordinates were scaled from a topographic map and have
 KD0330.an estimated accuracy of +/- 6 seconds.
 KD0330
 KD0330.The orthometric height was determined by differential leveling
 KD0330.and adjusted by the National Geodetic Survey in June 1991..
 KD0330
 KD0330.The geoid height was determined by GEOID03.
 KD0330
 KD0330.The dynamic height is computed by dividing the NAVD 88
 KD0330.geopotential number by the normal gravity value computed on the
 KD0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0330.degrees latitude (g = 980.6199 gals.).
 KD0330
 KD0330.The modeled gravity was interpolated from observed gravity values.
 KD0330
 KD0330;                    North         East    Units  Estimated Accuracy
 KD0330;SPC MO C     -   432,140.      441,180.      MT  (+/- 180 meters Scaled)
 KD0330
 KD0330                          SUPERSEDED SURVEY CONTROL
 KD0330
 KD0330  NGVD 29 (??/??/92)  236.334  (m)          775.37   (f) ADJ UNCH    1 2
 KD0330
 KD0330.Superseded values are not recommended for survey control.
 KD0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0330.See file dsdata.txt to determine how the superseded data were derived.
 KD0330
 KD0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD840972(NAD 83)
 KD0330_MARKER: DB = BENCH MARK DISK
 KD0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0330_STAMPING: 775.094 G 11 1930
 KD0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0330+STABILITY: SURFACE MOTION
 KD0330
 KD0330  HISTORY     - Date     Condition        Report By
 KD0330  HISTORY     - 1930     MONUMENTED       CGS
 KD0330  HISTORY     - 1949     GOOD             NGS
 KD0330
 KD0330                          STATION DESCRIPTION
 KD0330
 KD0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KD0330'1.5 MI N FROM FORKER.
 KD0330'1.5 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0330'FROM FORKER, 2-1/2 POLES SOUTH OF MILEPOST 186, 100 FEET EAST
 KD0330'OF A FARMHOUSE, 35 FEET NORTHWEST OF A FARM ROAD CROSSING, AND
 KD0330'26 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED 775.094
 KD0330'G 11 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KD0330'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1693 ***********************************************************************
 JD1693  DESIGNATION -  G 11 B 1
 JD1693  PID         -  JD1693
 JD1693  STATE/COUNTY-  MO/HENRY
 JD1693  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1693
 JD1693                         *CURRENT SURVEY CONTROL
 JD1693  ___________________________________________________________________
 JD1693* NAD 83(1986)-  38 14 41.     (N)    093 54 29.     (W)     SCALED    
 JD1693* NAVD 88     -       252.194  (meters)     827.41   (feet)  ADJUSTED  
 JD1693  ___________________________________________________________________
 JD1693  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JD1693  DYNAMIC HT  -         252.015 (meters)     826.82  (feet)  COMP
 JD1693  MODELED GRAV-     979,913.6   (mgal)                       NAVD 88
 JD1693
 JD1693  VERT ORDER  -  SECOND    CLASS 0
 JD1693
 JD1693.The horizontal coordinates were scaled from a topographic map and have
 JD1693.an estimated accuracy of +/- 6 seconds.
 JD1693
 JD1693.The orthometric height was determined by differential leveling
 JD1693.and adjusted by the National Geodetic Survey in June 1991..
 JD1693
 JD1693.The geoid height was determined by GEOID03.
 JD1693
 JD1693.The dynamic height is computed by dividing the NAVD 88
 JD1693.geopotential number by the normal gravity value computed on the
 JD1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1693.degrees latitude (g = 980.6199 gals.).
 JD1693
 JD1693.The modeled gravity was interpolated from observed gravity values.
 JD1693
 JD1693;                    North         East    Units  Estimated Accuracy
 JD1693;SPC MO W     -   230,780.      901,820.      MT  (+/- 180 meters Scaled)
 JD1693
 JD1693                          SUPERSEDED SURVEY CONTROL
 JD1693
 JD1693  NGVD 29 (??/??/92)  252.09   (m)          827.1    (f) COMPUTED    2 0
 JD1693
 JD1693.Superseded values are not recommended for survey control.
 JD1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1693.See file dsdata.txt to determine how the superseded data were derived.
 JD1693
 JD1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC205333(NAD 83)
 JD1693_MARKER: DZ = AZIMUTH MARK DISK
 JD1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1693+STABILITY: SURFACE MOTION
 JD1693
 JD1693  HISTORY     - Date     Condition        Report By
 JD1693  HISTORY     - UNK      MONUMENTED       DOD
 JD1693  HISTORY     - 1963     GOOD             NGS
 JD1693
 JD1693                          STATION DESCRIPTION
 JD1693
 JD1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1693'7.3 MI SE FROM MONTROSE.
 JD1693'ABOUT 2.55 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1693'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.8 MILES SOUTH
 JD1693'ALONG A GRAVELED ROAD, THENCE 0.55 MILE EAST ALONG STATE HIGHWAY
 JD1693'52, THENCE 1.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 JD1693'MILES NORTH ALONG A GRAVELED ROAD, 50 FEET EAST OF THE CENTER LINE
 JD1693'OF THE ROAD, 52 FEET SOUTHEAST OF A POWER POLE, 29 FEET EAST OF
 JD1693'A FENCE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JD1693'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JD1693'CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1697 ***********************************************************************
 JD1697  DESIGNATION -  G 11 B 2
 JD1697  PID         -  JD1697
 JD1697  STATE/COUNTY-  MO/HENRY
 JD1697  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1697
 JD1697                         *CURRENT SURVEY CONTROL
 JD1697  ___________________________________________________________________
 JD1697* NAD 83(1986)-  38 14 31.     (N)    093 54 14.     (W)     SCALED    
 JD1697* NAVD 88     -       245.478  (meters)     805.37   (feet)  ADJUSTED  
 JD1697  ___________________________________________________________________
 JD1697  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JD1697  DYNAMIC HT  -         245.303 (meters)     804.80  (feet)  COMP
 JD1697  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 JD1697
 JD1697  VERT ORDER  -  SECOND    CLASS 0
 JD1697
 JD1697.The horizontal coordinates were scaled from a topographic map and have
 JD1697.an estimated accuracy of +/- 6 seconds.
 JD1697
 JD1697.The orthometric height was determined by differential leveling
 JD1697.and adjusted by the National Geodetic Survey in June 1991..
 JD1697
 JD1697.The geoid height was determined by GEOID03.
 JD1697
 JD1697.The dynamic height is computed by dividing the NAVD 88
 JD1697.geopotential number by the normal gravity value computed on the
 JD1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1697.degrees latitude (g = 980.6199 gals.).
 JD1697
 JD1697.The modeled gravity was interpolated from observed gravity values.
 JD1697
 JD1697;                    North         East    Units  Estimated Accuracy
 JD1697;SPC MO W     -   230,470.      902,180.      MT  (+/- 180 meters Scaled)
 JD1697
 JD1697                          SUPERSEDED SURVEY CONTROL
 JD1697
 JD1697  NGVD 29 (??/??/92)  245.38   (m)          805.1    (f) COMPUTED    2 0
 JD1697
 JD1697.Superseded values are not recommended for survey control.
 JD1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1697.See file dsdata.txt to determine how the superseded data were derived.
 JD1697
 JD1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC209330(NAD 83)
 JD1697_MARKER: DZ = AZIMUTH MARK DISK
 JD1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1697+STABILITY: SURFACE MOTION
 JD1697
 JD1697  HISTORY     - Date     Condition        Report By
 JD1697  HISTORY     - UNK      MONUMENTED       DOD
 JD1697  HISTORY     - 1963     GOOD             NGS
 JD1697
 JD1697                          STATION DESCRIPTION
 JD1697
 JD1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1697'7.2 MI SE FROM MONTROSE.
 JD1697'ABOUT 2.55 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 JD1697'FROM THE STATION AT MONTROSE, THENCE 1.8 MILES SOUTH ALONG A
 JD1697'GRAVELED ROAD, THENCE 0.55 MILE EAST ALONG STATE HIGHWAY 52,
 JD1697'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.25 MILES
 JD1697'EAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH-NORTHEAST
 JD1697'ACROSS A CULTIVATED FIELD, ABOUT 0.2 MILE NORTH OF A FARMHOUSE
 JD1697'AND ON THE WEST SIDE OF A HEDGE ROW, AND THE TOP SURFACE OVER THE
 JD1697'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 JD1697'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1695 ***********************************************************************
 JD1695  DESIGNATION -  G 11 Z
 JD1695  PID         -  JD1695
 JD1695  STATE/COUNTY-  MO/HENRY
 JD1695  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1695
 JD1695                         *CURRENT SURVEY CONTROL
 JD1695  ___________________________________________________________________
 JD1695* NAD 83(1986)-  38 14 21.     (N)    093 54 15.     (W)     SCALED    
 JD1695* NAVD 88     -       246.599  (meters)     809.05   (feet)  ADJUSTED  
 JD1695  ___________________________________________________________________
 JD1695  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JD1695  DYNAMIC HT  -         246.423 (meters)     808.47  (feet)  COMP
 JD1695  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 JD1695
 JD1695  VERT ORDER  -  SECOND    CLASS 0
 JD1695
 JD1695.The horizontal coordinates were scaled from a topographic map and have
 JD1695.an estimated accuracy of +/- 6 seconds.
 JD1695
 JD1695.The orthometric height was determined by differential leveling
 JD1695.and adjusted by the National Geodetic Survey in June 1991..
 JD1695
 JD1695.The geoid height was determined by GEOID03.
 JD1695
 JD1695.The dynamic height is computed by dividing the NAVD 88
 JD1695.geopotential number by the normal gravity value computed on the
 JD1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1695.degrees latitude (g = 980.6199 gals.).
 JD1695
 JD1695.The modeled gravity was interpolated from observed gravity values.
 JD1695
 JD1695;                    North         East    Units  Estimated Accuracy
 JD1695;SPC MO W     -   230,160.      902,160.      MT  (+/- 180 meters Scaled)
 JD1695
 JD1695                          SUPERSEDED SURVEY CONTROL
 JD1695
 JD1695  NGVD 29 (??/??/92)  246.50   (m)          808.7    (f) COMPUTED    2 0
 JD1695
 JD1695.Superseded values are not recommended for survey control.
 JD1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1695.See file dsdata.txt to determine how the superseded data were derived.
 JD1695
 JD1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC208327(NAD 83)
 JD1695_MARKER: DS = TRIANGULATION STATION DISK
 JD1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1695_STAMPING: G 11 Z 1962
 JD1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1695+STABILITY: SURFACE MOTION
 JD1695
 JD1695  HISTORY     - Date     Condition        Report By
 JD1695  HISTORY     - 1962     MONUMENTED       CGS
 JD1695  HISTORY     - 1963     GOOD             NGS
 JD1695
 JD1695                          STATION DESCRIPTION
 JD1695
 JD1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1695'7.2 MI SE FROM MONTROSE.
 JD1695'ABOUT 2.55 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1695'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.8 MILES SOUTH
 JD1695'ALONG A GRAVELED ROAD, THENCE 0.55 MILE EAST ALONG STATE HIGHWAY
 JD1695'52, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.25 MILES
 JD1695'EAST ALONG A GRAVELED ROAD, 44 FEET NORTH OF THE CENTER LINE OF
 JD1695'THE ROAD, 138 FEET WEST OF THE SOUTHWEST CORNER OF A FARMHOUSE,
 JD1695'30 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 22 1/2 FEET NORTH OF
 JD1695'AN EAST-WEST FENCE, 3 1/2 FEET WEST ON A NORTH-SOUTH FENCE, 3.0
 JD1695'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 JD1695'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW
 JD1695'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1696 ***********************************************************************
 JD1696  DESIGNATION -  G 11 Z RM 1
 JD1696  PID         -  JD1696
 JD1696  STATE/COUNTY-  MO/HENRY
 JD1696  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1696
 JD1696                         *CURRENT SURVEY CONTROL
 JD1696  ___________________________________________________________________
 JD1696* NAD 83(1986)-  38 14 21.     (N)    093 54 14.     (W)     SCALED    
 JD1696* NAVD 88     -       246.689  (meters)     809.35   (feet)  ADJUSTED  
 JD1696  ___________________________________________________________________
 JD1696  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JD1696  DYNAMIC HT  -         246.513 (meters)     808.77  (feet)  COMP
 JD1696  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 JD1696
 JD1696  VERT ORDER  -  SECOND    CLASS 0
 JD1696
 JD1696.The horizontal coordinates were scaled from a topographic map and have
 JD1696.an estimated accuracy of +/- 6 seconds.
 JD1696
 JD1696.The orthometric height was determined by differential leveling
 JD1696.and adjusted by the National Geodetic Survey in June 1991..
 JD1696
 JD1696.The geoid height was determined by GEOID03.
 JD1696
 JD1696.The dynamic height is computed by dividing the NAVD 88
 JD1696.geopotential number by the normal gravity value computed on the
 JD1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1696.degrees latitude (g = 980.6199 gals.).
 JD1696
 JD1696.The modeled gravity was interpolated from observed gravity values.
 JD1696
 JD1696;                    North         East    Units  Estimated Accuracy
 JD1696;SPC MO W     -   230,160.      902,190.      MT  (+/- 180 meters Scaled)
 JD1696
 JD1696                          SUPERSEDED SURVEY CONTROL
 JD1696
 JD1696  NGVD 29 (??/??/92)  246.59   (m)          809.0    (f) COMPUTED    2 0
 JD1696
 JD1696.Superseded values are not recommended for survey control.
 JD1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1696.See file dsdata.txt to determine how the superseded data were derived.
 JD1696
 JD1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC208327(NAD 83)
 JD1696_MARKER: DR = REFERENCE MARK DISK
 JD1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1696_STAMPING: G 11 Z NO 1 1962
 JD1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1696+STABILITY: SURFACE MOTION
 JD1696
 JD1696  HISTORY     - Date     Condition        Report By
 JD1696  HISTORY     - 1962     MONUMENTED       CGS
 JD1696  HISTORY     - 1963     GOOD             NGS
 JD1696
 JD1696                          STATION DESCRIPTION
 JD1696
 JD1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1696'7.2 MI SE FROM MONTROSE.
 JD1696'ABOUT 2.55 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 JD1696'FROM THE STATION AT MONTROSE, THENCE 1.8 MILES SOUTH ALONG A
 JD1696'GRAVELED ROAD, THENCE 0.55 MILE EAST ALONG STATE HIGHWAY 52,
 JD1696'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.25 MILES
 JD1696'EAST ALONG A GRAVELED ROAD, 78 FEET NORTH OF THE CENTER LINE OF
 JD1696'THE ROAD, 132 FEET WEST OF SOUTHWEST CORNER OF A FARMHOUSE,
 JD1696'1/2 FOOT EAST OF A NORTH-SOUTH FENCE, 1 1/2 FEET SOUTH OF AN
 JD1696'EAST-WEST FENCE, 36.9 FEET NORTH OF G 11 Z 1962 TRIANGULATION
 JD1696'STATION, 37.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 JD1696'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD1696'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1694 ***********************************************************************
 JD1694  DESIGNATION -  G 11 Z RM 2
 JD1694  PID         -  JD1694
 JD1694  STATE/COUNTY-  MO/HENRY
 JD1694  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1694
 JD1694                         *CURRENT SURVEY CONTROL
 JD1694  ___________________________________________________________________
 JD1694* NAD 83(1986)-  38 14 21.     (N)    093 54 15.     (W)     SCALED    
 JD1694* NAVD 88     -       246.972  (meters)     810.27   (feet)  ADJUSTED  
 JD1694  ___________________________________________________________________
 JD1694  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JD1694  DYNAMIC HT  -         246.797 (meters)     809.70  (feet)  COMP
 JD1694  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 JD1694
 JD1694  VERT ORDER  -  SECOND    CLASS 0
 JD1694
 JD1694.The horizontal coordinates were scaled from a topographic map and have
 JD1694.an estimated accuracy of +/- 6 seconds.
 JD1694
 JD1694.The orthometric height was determined by differential leveling
 JD1694.and adjusted by the National Geodetic Survey in June 1991..
 JD1694
 JD1694.The geoid height was determined by GEOID03.
 JD1694
 JD1694.The dynamic height is computed by dividing the NAVD 88
 JD1694.geopotential number by the normal gravity value computed on the
 JD1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1694.degrees latitude (g = 980.6199 gals.).
 JD1694
 JD1694.The modeled gravity was interpolated from observed gravity values.
 JD1694
 JD1694;                    North         East    Units  Estimated Accuracy
 JD1694;SPC MO W     -   230,160.      902,160.      MT  (+/- 180 meters Scaled)
 JD1694
 JD1694                          SUPERSEDED SURVEY CONTROL
 JD1694
 JD1694  NGVD 29 (??/??/92)  246.87   (m)          809.9    (f) COMPUTED    2 0
 JD1694
 JD1694.Superseded values are not recommended for survey control.
 JD1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1694.See file dsdata.txt to determine how the superseded data were derived.
 JD1694
 JD1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC208327(NAD 83)
 JD1694_MARKER: DR = REFERENCE MARK DISK
 JD1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1694_STAMPING: G 11 Z NO 2 1962
 JD1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1694+STABILITY: SURFACE MOTION
 JD1694
 JD1694  HISTORY     - Date     Condition        Report By
 JD1694  HISTORY     - 1962     MONUMENTED       CGS
 JD1694  HISTORY     - 1963     GOOD             NGS
 JD1694
 JD1694                          STATION DESCRIPTION
 JD1694
 JD1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1694'7.2 MI SE FROM MONTROSE.
 JD1694'ABOUT 2.55 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1694'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.8 MILES SOUTH
 JD1694'ALONG A GRAVELED ROAD, THENCE 0.55 MILE EAST ALONG STATE HIGHWAY
 JD1694'52, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.25
 JD1694'MILES EAST ALONG A GRAVELED ROAD, 20 FEET NORTH OF THE CENTER
 JD1694'LINE OF THE ROAD, 2 1/2 FEET NORTH OF A TELEPHONE POLE, 1/2
 JD1694'FOOT NORTH OF A FENCE, 28.0 FEET NORTHEAST OF G 11 Z 1962
 JD1694'TRIANGULATION STATION, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 JD1694'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0501 ***********************************************************************
 HD0501  DESIGNATION -  G 110
 HD0501  PID         -  HD0501
 HD0501  STATE/COUNTY-  MO/DALLAS
 HD0501  USGS QUAD   -  BUFFALO (1980)
 HD0501
 HD0501                         *CURRENT SURVEY CONTROL
 HD0501  ___________________________________________________________________
 HD0501* NAD 83(1986)-  37 42 21.     (N)    093 06 41.     (W)     SCALED    
 HD0501* NAVD 88     -       359.456  (meters)    1179.32   (feet)  ADJUSTED  
 HD0501  ___________________________________________________________________
 HD0501  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 HD0501  DYNAMIC HT  -         359.184 (meters)    1178.42  (feet)  COMP
 HD0501  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 HD0501
 HD0501  VERT ORDER  -  SECOND    CLASS 0
 HD0501
 HD0501.The horizontal coordinates were scaled from a topographic map and have
 HD0501.an estimated accuracy of +/- 6 seconds.
 HD0501
 HD0501.The orthometric height was determined by differential leveling
 HD0501.and adjusted by the National Geodetic Survey in June 1991..
 HD0501
 HD0501.The geoid height was determined by GEOID03.
 HD0501
 HD0501.The dynamic height is computed by dividing the NAVD 88
 HD0501.geopotential number by the normal gravity value computed on the
 HD0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0501.degrees latitude (g = 980.6199 gals.).
 HD0501
 HD0501.The modeled gravity was interpolated from observed gravity values.
 HD0501
 HD0501;                    North         East    Units  Estimated Accuracy
 HD0501;SPC MO C     -   207,960.      446,090.      MT  (+/- 180 meters Scaled)
 HD0501
 HD0501                          SUPERSEDED SURVEY CONTROL
 HD0501
 HD0501  NGVD 29 (??/??/92)  359.341  (m)         1178.94   (f) ADJ UNCH    2 0
 HD0501
 HD0501.Superseded values are not recommended for survey control.
 HD0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0501.See file dsdata.txt to determine how the superseded data were derived.
 HD0501
 HD0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB901731(NAD 83)
 HD0501_MARKER: DB = BENCH MARK DISK
 HD0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0501_STAMPING: G 110 1935
 HD0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0501+STABILITY: SURFACE MOTION
 HD0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0501+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 HD0501
 HD0501  HISTORY     - Date     Condition        Report By
 HD0501  HISTORY     - 1935     MONUMENTED       CGS
 HD0501  HISTORY     - 20010122 GOOD             LOCENG
 HD0501
 HD0501                          STATION DESCRIPTION
 HD0501
 HD0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0501'3.8 MI S FROM LOUISBURG.
 HD0501'3.8 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE LOUISBURG
 HD0501'SERVICE STATION AT LOUISBURG, DALLAS COUNTY, 0.2 MILE NORTH
 HD0501'OF THE HILL TOP STATION AT LOUISBURG, DALLAS COUNTY, 0.2 MILE
 HD0501'NORTH OF THE HILL TOP SERVICE STATION, AT A ROAD INTERSECTION,
 HD0501'50 FEET NORTH OF THE CENTERLINE OF THE ROAD, 34 FEET WEST
 HD0501'OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH OF A POLE.
 HD0501'A STANDARD DISK, STAMPED G 110 1935 AND SET IN THE TOP OF A
 HD0501'CONCRETE POST.
 HD0501
 HD0501                          STATION RECOVERY (2001)
 HD0501
 HD0501'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (CMC)
 HD0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0437 ***********************************************************************
 HD0437  DESIGNATION -  G 111
 HD0437  PID         -  HD0437
 HD0437  STATE/COUNTY-  MO/LACLEDE
 HD0437  USGS QUAD   -  LEBANON (1978)
 HD0437
 HD0437                         *CURRENT SURVEY CONTROL
 HD0437  ___________________________________________________________________
 HD0437* NAD 83(1986)-  37 39 20.     (N)    092 42 04.     (W)     SCALED    
 HD0437* NAVD 88     -       370.857  (meters)    1216.72   (feet)  ADJUSTED  
 HD0437  ___________________________________________________________________
 HD0437  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 HD0437  DYNAMIC HT  -         370.570 (meters)    1215.78  (feet)  COMP
 HD0437  MODELED GRAV-     979,846.4   (mgal)                       NAVD 88
 HD0437
 HD0437  VERT ORDER  -  SECOND    CLASS 0
 HD0437
 HD0437.The horizontal coordinates were scaled from a topographic map and have
 HD0437.an estimated accuracy of +/- 6 seconds.
 HD0437
 HD0437.The orthometric height was determined by differential leveling
 HD0437.and adjusted by the National Geodetic Survey in June 1991..
 HD0437
 HD0437.The geoid height was determined by GEOID03.
 HD0437
 HD0437.The dynamic height is computed by dividing the NAVD 88
 HD0437.geopotential number by the normal gravity value computed on the
 HD0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0437.degrees latitude (g = 980.6199 gals.).
 HD0437
 HD0437.The modeled gravity was interpolated from observed gravity values.
 HD0437
 HD0437;                    North         East    Units  Estimated Accuracy
 HD0437;SPC MO C     -   202,220.      482,260.      MT  (+/- 180 meters Scaled)
 HD0437
 HD0437                          SUPERSEDED SURVEY CONTROL
 HD0437
 HD0437  NGVD 29 (??/??/92)  370.746  (m)         1216.36   (f) ADJ UNCH    2 0
 HD0437
 HD0437.Superseded values are not recommended for survey control.
 HD0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0437.See file dsdata.txt to determine how the superseded data were derived.
 HD0437
 HD0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB263676(NAD 83)
 HD0437_MARKER: DB = BENCH MARK DISK
 HD0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0437_STAMPING: G 111 1935
 HD0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0437+STABILITY: SURFACE MOTION
 HD0437
 HD0437  HISTORY     - Date     Condition        Report By
 HD0437  HISTORY     - 1935     MONUMENTED       CGS
 HD0437  HISTORY     - 1975     MARK NOT FOUND   USGS
 HD0437  HISTORY     - 1975     MARK NOT FOUND   USGS
 HD0437
 HD0437                          STATION DESCRIPTION
 HD0437
 HD0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0437'2.8 MI SW FROM LONG LANE.
 HD0437'2.8 MILES SOUTHWEST ALONG THE LONG LANE ROAD FROM THE COUNTY
 HD0437'COURTHOUSE AT LEBANON, LACLEDE COUNTY, AT A TURN, 25 FEET EAST
 HD0437'OF THE CENTERLINE OF THE ROAD, 45 FEET NORTH OF A FENCE CORNER,
 HD0437'AND 3 FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED G 111
 HD0437'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HD0437
 HD0437                          STATION RECOVERY (1975)
 HD0437
 HD0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HD0437'MARK NOT FOUND.
 HD0437
 HD0437                          STATION RECOVERY (1975)
 HD0437
 HD0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HD0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0459 ***********************************************************************
 HD0459  DESIGNATION -  G 112
 HD0459  PID         -  HD0459
 HD0459  STATE/COUNTY-  MO/LACLEDE
 HD0459  USGS QUAD   -  PHILLIPSBURG (1982)
 HD0459
 HD0459                         *CURRENT SURVEY CONTROL
 HD0459  ___________________________________________________________________
 HD0459* NAD 83(1986)-  37 34 29.     (N)    092 46 39.     (W)     SCALED    
 HD0459* NAVD 88     -       420.779  (meters)    1380.51   (feet)  ADJUSTED  
 HD0459  ___________________________________________________________________
 HD0459  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HD0459  DYNAMIC HT  -         420.451 (meters)    1379.43  (feet)  COMP
 HD0459  MODELED GRAV-     979,839.7   (mgal)                       NAVD 88
 HD0459
 HD0459  VERT ORDER  -  SECOND    CLASS 0
 HD0459
 HD0459.The horizontal coordinates were scaled from a topographic map and have
 HD0459.an estimated accuracy of +/- 6 seconds.
 HD0459
 HD0459.The orthometric height was determined by differential leveling
 HD0459.and adjusted by the National Geodetic Survey in June 1991..
 HD0459
 HD0459.The geoid height was determined by GEOID03.
 HD0459
 HD0459.The dynamic height is computed by dividing the NAVD 88
 HD0459.geopotential number by the normal gravity value computed on the
 HD0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0459.degrees latitude (g = 980.6199 gals.).
 HD0459
 HD0459.The modeled gravity was interpolated from observed gravity values.
 HD0459
 HD0459;                    North         East    Units  Estimated Accuracy
 HD0459;SPC MO C     -   193,270.      475,490.      MT  (+/- 180 meters Scaled)
 HD0459
 HD0459                          SUPERSEDED SURVEY CONTROL
 HD0459
 HD0459  NGVD 29 (??/??/92)  420.659  (m)         1380.11   (f) ADJ UNCH    2 0
 HD0459
 HD0459.Superseded values are not recommended for survey control.
 HD0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0459.See file dsdata.txt to determine how the superseded data were derived.
 HD0459
 HD0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB196586(NAD 83)
 HD0459_MARKER: DB = BENCH MARK DISK
 HD0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0459_STAMPING: G 112 1935
 HD0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0459+STABILITY: SURFACE MOTION
 HD0459
 HD0459  HISTORY     - Date     Condition        Report By
 HD0459  HISTORY     - 1935     MONUMENTED       CGS
 HD0459  HISTORY     - 1979     GOOD             USGS
 HD0459  HISTORY     - 1979     GOOD             USGS
 HD0459
 HD0459                          STATION DESCRIPTION
 HD0459
 HD0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0459'1.6 MI NE FROM PHILLIPSBURG.
 HD0459'1.6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0459'FROM THE STATION AT PHILLIPSBURG, AT POLE 192/15, 40 FEET EAST
 HD0459'OF A FARM-ROAD CROSSING AND 40 FEET NORTH OF THE TRACK.  A
 HD0459'STANDARD DISK, STAMPED G 112 1935 AND SET IN THE TOP OF A CONCRETE
 HD0459'POST.
 HD0459
 HD0459                          STATION RECOVERY (1979)
 HD0459
 HD0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0459'1.6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0459'PHILLIPSBURG, AT POLE 192/15, 20 FEET EAST OF A FARM-ROAD CROSSING
 HD0459'AND 19 FEET NORTH OF THE TRACK. A STANDARD DISK, STAMPED G 112 1935
 HD0459'AND SET IN THE TOP OF A CONCRETE POST.
 HD0459
 HD0459                          STATION RECOVERY (1979)
 HD0459
 HD0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0459'1.6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0459'PHILLIPSBURG, AT POLE 192/15, 20 FEET EAST OF A FARM-ROAD CROSSING
 HD0459'AND 19 FEET NORTH OF THE TRACK. A STANDARD DISK, STAMPED G 112 1935
 HD0459'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0026 ***********************************************************************
 HD0026  DESIGNATION -  G 113
 HD0026  PID         -  HD0026
 HD0026  STATE/COUNTY-  MO/TEXAS
 HD0026  USGS QUAD   -  ROBY (1982)
 HD0026
 HD0026                         *CURRENT SURVEY CONTROL
 HD0026  ___________________________________________________________________
 HD0026* NAD 83(1986)-  37 30 14.     (N)    092 12 08.     (W)     SCALED    
 HD0026* NAVD 88     -       401.296  (meters)    1316.59   (feet)  ADJUSTED  
 HD0026  ___________________________________________________________________
 HD0026  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 HD0026  DYNAMIC HT  -         400.975 (meters)    1315.53  (feet)  COMP
 HD0026  MODELED GRAV-     979,817.1   (mgal)                       NAVD 88
 HD0026
 HD0026  VERT ORDER  -  SECOND    CLASS 0
 HD0026
 HD0026.The horizontal coordinates were scaled from a topographic map and have
 HD0026.an estimated accuracy of +/- 6 seconds.
 HD0026
 HD0026.The orthometric height was determined by differential leveling
 HD0026.and adjusted by the National Geodetic Survey in June 1991..
 HD0026
 HD0026.The geoid height was determined by GEOID03.
 HD0026
 HD0026.The dynamic height is computed by dividing the NAVD 88
 HD0026.geopotential number by the normal gravity value computed on the
 HD0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0026.degrees latitude (g = 980.6199 gals.).
 HD0026
 HD0026.The modeled gravity was interpolated from observed gravity values.
 HD0026
 HD0026;                    North         East    Units  Estimated Accuracy
 HD0026;SPC MO C     -   185,410.      526,330.      MT  (+/- 180 meters Scaled)
 HD0026
 HD0026                          SUPERSEDED SURVEY CONTROL
 HD0026
 HD0026  NGVD 29 (??/??/92)  401.182  (m)         1316.21   (f) ADJ UNCH    2 0
 HD0026
 HD0026.Superseded values are not recommended for survey control.
 HD0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0026.See file dsdata.txt to determine how the superseded data were derived.
 HD0026
 HD0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB705510(NAD 83)
 HD0026_MARKER: DB = BENCH MARK DISK
 HD0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0026_STAMPING: G 113 1935
 HD0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0026+STABILITY: SURFACE MOTION
 HD0026
 HD0026  HISTORY     - Date     Condition        Report By
 HD0026  HISTORY     - 1935     MONUMENTED       CGS
 HD0026  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 HD0026
 HD0026                          STATION DESCRIPTION
 HD0026
 HD0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0026'1.3 MI E FROM PLATO.
 HD0026'1.3 MILES EAST ALONG STATE HIGHWAY 32 FROM PLATO, TEXAS COUNTY,
 HD0026'200 YARDS SOUTHEAST OF THE CULVERT ON WHICH CHISELED SQUARE
 HD0026'1304.7 (USGS) IS LOCATED, 45 FEET SOUTH OF THE CENTERLINE OF THE
 HD0026'HIGHWAY, AND 20 YARDS SOUTHEAST OF A RIGHT OF WAY POST.  A
 HD0026'STANDARD DISK, STAMPED G 113 1935 AND SET IN THE TOP OF A
 HD0026'CONCRETE POST.
 HD0026
 HD0026                          STATION RECOVERY (1984)
 HD0026
 HD0026'RECOVERY NOTE BY US POWER SQUADRON 1984 (DEM)
 HD0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0158 ***********************************************************************
 HC0158  DESIGNATION -  G 114
 HC0158  PID         -  HC0158
 HC0158  STATE/COUNTY-  MO/REYNOLDS
 HC0158  USGS QUAD   -  GARWOOD (1985)
 HC0158
 HC0158                         *CURRENT SURVEY CONTROL
 HC0158  ___________________________________________________________________
 HC0158* NAD 83(1986)-  37 05 57.     (N)    090 53 38.     (W)     SCALED    
 HC0158* NAVD 88     -       198.466  (meters)     651.13   (feet)  POSTED    
 HC0158  ___________________________________________________________________
 HC0158  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HC0158  DYNAMIC HT  -         198.310 (meters)     650.62  (feet)  COMP
 HC0158  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 HC0158
 HC0158  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0158
 HC0158.The horizontal coordinates were scaled from a topographic map and have
 HC0158.an estimated accuracy of +/- 6 seconds.
 HC0158
 HC0158.The orthometric height was determined by differential leveling
 HC0158.and adjusted by the National Geodetic Survey in 1992..
 HC0158.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0158.rate of 0.0 thru 1.0 mm/km.
 HC0158
 HC0158.The geoid height was determined by GEOID03.
 HC0158
 HC0158.The dynamic height is computed by dividing the NAVD 88
 HC0158.geopotential number by the normal gravity value computed on the
 HC0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0158.degrees latitude (g = 980.6199 gals.).
 HC0158
 HC0158.The modeled gravity was interpolated from observed gravity values.
 HC0158
 HC0158;                    North         East    Units  Estimated Accuracy
 HC0158;SPC MO E     -   140,530.      214,990.      MT  (+/- 180 meters Scaled)
 HC0158
 HC0158                          SUPERSEDED SURVEY CONTROL
 HC0158
 HC0158  NGVD 29 (??/??/92)  198.425  (m)          651.00   (f) ADJ UNCH    2 0
 HC0158
 HC0158.Superseded values are not recommended for survey control.
 HC0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0158.See file dsdata.txt to determine how the superseded data were derived.
 HC0158
 HC0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB871079(NAD 83)
 HC0158_MARKER: DB = BENCH MARK DISK
 HC0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0158_STAMPING: G 114 1935
 HC0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0158+STABILITY: SURFACE MOTION
 HC0158
 HC0158  HISTORY     - Date     Condition        Report By
 HC0158  HISTORY     - 1935     MONUMENTED       CGS
 HC0158
 HC0158                          STATION DESCRIPTION
 HC0158
 HC0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0158'2.9 MI N FROM GARWOOD.
 HC0158'2.9 MILES NORTH ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0158'STATION AT GARWOOD, 0.2 MILE NORTH OF MILEPOST 13, 30 FEET
 HC0158'EAST OF THE CENTERLINE OF THE TRACK, AND 10 FEET SOUTH OF A
 HC0158'CABLE SWITCH.  A STANDARD DISK, STAMPED G 114 1935 AND ST
 HC0158'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0533 ***********************************************************************
 HC0533  DESIGNATION -  G 115
 HC0533  PID         -  HC0533
 HC0533  STATE/COUNTY-  MO/REYNOLDS
 HC0533  USGS QUAD   -  BUNKER (1985)
 HC0533
 HC0533                         *CURRENT SURVEY CONTROL
 HC0533  ___________________________________________________________________
 HC0533* NAD 83(1986)-  37 26 27.     (N)    091 11 47.     (W)     SCALED    
 HC0533* NAVD 88     -       416.114  (meters)    1365.20   (feet)  ADJUSTED  
 HC0533  ___________________________________________________________________
 HC0533  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 HC0533  DYNAMIC HT  -         415.778 (meters)    1364.10  (feet)  COMP
 HC0533  MODELED GRAV-     979,811.8   (mgal)                       NAVD 88
 HC0533
 HC0533  VERT ORDER  -  SECOND    CLASS 0
 HC0533
 HC0533.The horizontal coordinates were scaled from a topographic map and have
 HC0533.an estimated accuracy of +/- 6 seconds.
 HC0533
 HC0533.The orthometric height was determined by differential leveling
 HC0533.and adjusted by the National Geodetic Survey in June 1991..
 HC0533
 HC0533.The geoid height was determined by GEOID03.
 HC0533
 HC0533.The dynamic height is computed by dividing the NAVD 88
 HC0533.geopotential number by the normal gravity value computed on the
 HC0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0533.degrees latitude (g = 980.6199 gals.).
 HC0533
 HC0533.The modeled gravity was interpolated from observed gravity values.
 HC0533
 HC0533;                    North         East    Units  Estimated Accuracy
 HC0533;SPC MO E     -   178,600.      188,380.      MT  (+/- 180 meters Scaled)
 HC0533
 HC0533                          SUPERSEDED SURVEY CONTROL
 HC0533
 HC0533  NGVD 29 (??/??/92)  416.065  (m)         1365.04   (f) ADJ UNCH    2 0
 HC0533
 HC0533.Superseded values are not recommended for survey control.
 HC0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0533.See file dsdata.txt to determine how the superseded data were derived.
 HC0533
 HC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB595453(NAD 83)
 HC0533_MARKER: DB = BENCH MARK DISK
 HC0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0533_STAMPING: G 115 1935
 HC0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0533+STABILITY: SURFACE MOTION
 HC0533
 HC0533  HISTORY     - Date     Condition        Report By
 HC0533  HISTORY     - 1935     MONUMENTED       CGS
 HC0533
 HC0533                          STATION DESCRIPTION
 HC0533
 HC0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0533'1.5 MI SE FROM BUNKER.
 HC0533'1.5 MILES SOUTHEAST ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0533'STATION AT BUNKER, REYNOLDS, REYNOLDS COUNTY, 0.5 MILE SOUTH OF
 HC0533'MILEPOST 53, AT THE CROSSING OF STATE HIGHWAY 72, 50 FEET WEST
 HC0533'OF THE CENTERLINE OF THE TRACK, 40 FEET SOUTH OF THE CENTERLINE
 HC0533'OF THE HIGHWAY AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK,
 HC0533'STAMPED G 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1146 ***********************************************************************
 HC1146  DESIGNATION -  G 116 RESET
 HC1146  PID         -  HC1146
 HC1146  STATE/COUNTY-  MO/REYNOLDS
 HC1146  USGS QUAD   -  LESTERVILLE (1968)
 HC1146
 HC1146                         *CURRENT SURVEY CONTROL
 HC1146  ___________________________________________________________________
 HC1146* NAD 83(1986)-  37 27 01.     (N)    090 49 37.     (W)     SCALED    
 HC1146* NAVD 88     -       205.97   (meters)     675.8    (feet)  RESET     
 HC1146  ___________________________________________________________________
 HC1146  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HC1146
 HC1146  VERT ORDER  -  THIRD
 HC1146
 HC1146.The horizontal coordinates were scaled from a topographic map and have
 HC1146.an estimated accuracy of +/- 6 seconds.
 HC1146
 HC1146.The orthometric height was computed from unverified reset data.
 HC1146.No vertical observational check was made to the station.
 HC1146
 HC1146.The geoid height was determined by GEOID03.
 HC1146
 HC1146;                    North         East    Units  Estimated Accuracy
 HC1146;SPC MO E     -   179,470.      221,070.      MT  (+/- 180 meters Scaled)
 HC1146
 HC1146                          SUPERSEDED SURVEY CONTROL
 HC1146
 HC1146  NGVD 29 (02/22/06)  205.96   (m)          675.7    (f) RESET       3  
 HC1146
 HC1146.Superseded values are not recommended for survey control.
 HC1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1146.See file dsdata.txt to determine how the superseded data were derived.
 HC1146
 HC1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB922470(NAD 83)
 HC1146_MARKER: DV = VERTICAL CONTROL DISK
 HC1146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC1146_SP_SET: BRIDGE
 HC1146_STAMPING: G 116 1935 RESET 1991
 HC1146_MARK LOGO: NGS   
 HC1146_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1146+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HC1146
 HC1146  HISTORY     - Date     Condition        Report By
 HC1146  HISTORY     - 1991     MONUMENTED       MODNR
 HC1146
 HC1146                          STATION DESCRIPTION
 HC1146
 HC1146'DESCRIBED BY MO DEPT OF NAT RES 1991
 HC1146'0.8 MILES EAST OF LESTERVILLE, ALONG HIGHWAY 21 AND ON THE NORTHWEST
 HC1146'END OF A BRIDGE OVER THE EAST FORK OF THE BLACK RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0214 ***********************************************************************
 KD0214  DESIGNATION -  G 12
 KD0214  PID         -  KD0214
 KD0214  STATE/COUNTY-  MO/CHARITON
 KD0214  USGS QUAD   -  FOREST GREEN (1978)
 KD0214
 KD0214                         *CURRENT SURVEY CONTROL
 KD0214  ___________________________________________________________________
 KD0214* NAD 83(1986)-  39 18 51.     (N)    092 50 25.     (W)     SCALED    
 KD0214* NAVD 88     -       197.882  (meters)     649.22   (feet)  ADJUSTED  
 KD0214  ___________________________________________________________________
 KD0214  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KD0214  DYNAMIC HT  -         197.765 (meters)     648.83  (feet)  COMP
 KD0214  MODELED GRAV-     980,029.4   (mgal)                       NAVD 88
 KD0214
 KD0214  VERT ORDER  -  FIRST     CLASS II
 KD0214
 KD0214.The horizontal coordinates were scaled from a topographic map and have
 KD0214.an estimated accuracy of +/- 6 seconds.
 KD0214
 KD0214.The orthometric height was determined by differential leveling
 KD0214.and adjusted by the National Geodetic Survey in June 1991..
 KD0214
 KD0214.The geoid height was determined by GEOID03.
 KD0214
 KD0214.The dynamic height is computed by dividing the NAVD 88
 KD0214.geopotential number by the normal gravity value computed on the
 KD0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0214.degrees latitude (g = 980.6199 gals.).
 KD0214
 KD0214.The modeled gravity was interpolated from observed gravity values.
 KD0214
 KD0214;                    North         East    Units  Estimated Accuracy
 KD0214;SPC MO C     -   386,360.      470,660.      MT  (+/- 180 meters Scaled)
 KD0214
 KD0214                          SUPERSEDED SURVEY CONTROL
 KD0214
 KD0214  NGVD 29 (??/??/92)  197.856  (m)          649.13   (f) ADJ UNCH    1 2
 KD0214
 KD0214.Superseded values are not recommended for survey control.
 KD0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0214.See file dsdata.txt to determine how the superseded data were derived.
 KD0214
 KD0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD137516(NAD 83)
 KD0214_MARKER: DB = BENCH MARK DISK
 KD0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0214_STAMPING: 648.762 G 12 1930
 KD0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0214+STABILITY: SURFACE MOTION
 KD0214
 KD0214  HISTORY     - Date     Condition        Report By
 KD0214  HISTORY     - 1930     MONUMENTED       CGS
 KD0214  HISTORY     - 1934     GOOD             NGS
 KD0214
 KD0214                          STATION DESCRIPTION
 KD0214
 KD0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KD0214'AT FOREST GREEN.
 KD0214'AT FOREST GREEN, CHARITON COUNTY, 82 YARDS NORTH OF THE ABANDONED
 KD0214'WABASH RAILROAD STATION, 85 FEET NORTHWEST OF THE NORTHWEST CORNER
 KD0214'OF HIGHWAY MAINTAINENCE DEPOT 19, AND 20 FEET WEST OF THE OLD
 KD0214'TRACK BED.  A STANDARD DISK, STAMPED 648.762 G 12 1930 AND SET IN
 KD0214'THE TOP OF A CONCRETE POST PROJECTING 1-1/2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0263 ***********************************************************************
 KD0263  DESIGNATION -  G 120
 KD0263  PID         -  KD0263
 KD0263  STATE/COUNTY-  MO/LINN
 KD0263  USGS QUAD   -  BUCKLIN (1979)
 KD0263
 KD0263                         *CURRENT SURVEY CONTROL
 KD0263  ___________________________________________________________________
 KD0263* NAD 83(1986)-  39 47 30.     (N)    092 59 40.     (W)     SCALED    
 KD0263* NAVD 88     -       244.617  (meters)     802.55   (feet)  ADJUSTED  
 KD0263  ___________________________________________________________________
 KD0263  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KD0263  DYNAMIC HT  -         244.481 (meters)     802.10  (feet)  COMP
 KD0263  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 KD0263
 KD0263  VERT ORDER  -  SECOND    CLASS 0
 KD0263
 KD0263.The horizontal coordinates were scaled from a topographic map and have
 KD0263.an estimated accuracy of +/- 6 seconds.
 KD0263
 KD0263.The orthometric height was determined by differential leveling
 KD0263.and adjusted by the National Geodetic Survey in June 1991..
 KD0263
 KD0263.The geoid height was determined by GEOID03.
 KD0263
 KD0263.The dynamic height is computed by dividing the NAVD 88
 KD0263.geopotential number by the normal gravity value computed on the
 KD0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0263.degrees latitude (g = 980.6199 gals.).
 KD0263
 KD0263.The modeled gravity was interpolated from observed gravity values.
 KD0263
 KD0263;                    North         East    Units  Estimated Accuracy
 KD0263;SPC MO C     -   439,440.      457,650.      MT  (+/- 180 meters Scaled)
 KD0263
 KD0263                          SUPERSEDED SURVEY CONTROL
 KD0263
 KD0263  NGVD 29 (??/??/92)  244.589  (m)          802.46   (f) ADJ UNCH    2 0
 KD0263
 KD0263.Superseded values are not recommended for survey control.
 KD0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0263.See file dsdata.txt to determine how the superseded data were derived.
 KD0263
 KD0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE004046(NAD 83)
 KD0263_MARKER: DB = BENCH MARK DISK
 KD0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0263_STAMPING: G 120 1935
 KD0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0263+STABILITY: SURFACE MOTION
 KD0263
 KD0263  HISTORY     - Date     Condition        Report By
 KD0263  HISTORY     - 1935     MONUMENTED       CGS
 KD0263  HISTORY     - 1967     GOOD             NGS
 KD0263
 KD0263                          STATION DESCRIPTION
 KD0263
 KD0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0263'IN ST CATHERINE.
 KD0263'AT ST. CATHERINE, LINN COUNTY, 85 FEET EAST OF THE CHICAGO,
 KD0263'BURLINGTON AND QUINCY RAILROAD STATION, AT MILEAGE 99.9, 4 1/2
 KD0263'RAILS EAST OF A STREET CROSSING, AND 28 FEET SOUTH OF THE MAIN
 KD0263'TRACK.  A STANDARD DISK, STAMPED G 120 1935 AND SET IN THE TOP
 KD0263'OF A CONCRETE POST.  NOTE-- A SMALL MOUND OF DIRT ABOUT 1 FOOT
 KD0263'HIGH AND WAS RECOVERED AS DESCRIBED IN 1935.  THE RAILROAD
 KD0263'DEPOT MENTIONED IN THE OLD DESCRIPTION NO LONGER REMAINS.
 KD0263
 KD0263                          STATION RECOVERY (1967)
 KD0263
 KD0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0118 ***********************************************************************
 LE0118  DESIGNATION -  G 121
 LE0118  PID         -  LE0118
 LE0118  STATE/COUNTY-  MO/ADAIR
 LE0118  USGS QUAD   -  LA PLATA (1966)
 LE0118
 LE0118                         *CURRENT SURVEY CONTROL
 LE0118  ___________________________________________________________________
 LE0118* NAD 83(1986)-  40 02 15.     (N)    092 28 39.     (W)     SCALED    
 LE0118* NAVD 88     -       274.063  (meters)     899.15   (feet)  ADJUSTED  
 LE0118  ___________________________________________________________________
 LE0118  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LE0118  DYNAMIC HT  -         273.915 (meters)     898.67  (feet)  COMP
 LE0118  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 LE0118
 LE0118  VERT ORDER  -  SECOND    CLASS 0
 LE0118
 LE0118.The horizontal coordinates were scaled from a topographic map and have
 LE0118.an estimated accuracy of +/- 6 seconds.
 LE0118
 LE0118.The orthometric height was determined by differential leveling
 LE0118.and adjusted by the National Geodetic Survey in June 1991..
 LE0118
 LE0118.The geoid height was determined by GEOID03.
 LE0118
 LE0118.The dynamic height is computed by dividing the NAVD 88
 LE0118.geopotential number by the normal gravity value computed on the
 LE0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0118.degrees latitude (g = 980.6199 gals.).
 LE0118
 LE0118.The modeled gravity was interpolated from observed gravity values.
 LE0118
 LE0118;                    North         East    Units  Estimated Accuracy
 LE0118;SPC MO C     -   466,610.      501,920.      MT  (+/- 180 meters Scaled)
 LE0118
 LE0118                          SUPERSEDED SURVEY CONTROL
 LE0118
 LE0118  NGVD 29 (??/??/92)  274.070  (m)          899.18   (f) ADJ UNCH    2 0
 LE0118
 LE0118.Superseded values are not recommended for survey control.
 LE0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0118.See file dsdata.txt to determine how the superseded data were derived.
 LE0118
 LE0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE445320(NAD 83)
 LE0118_MARKER: DB = BENCH MARK DISK
 LE0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0118_STAMPING: G 121 1935
 LE0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0118+STABILITY: SURFACE MOTION
 LE0118
 LE0118  HISTORY     - Date     Condition        Report By
 LE0118  HISTORY     - 1935     MONUMENTED       CGS
 LE0118  HISTORY     - 1963     GOOD             USGS
 LE0118  HISTORY     - 20031222 POOR             MODNR
 LE0118
 LE0118                          STATION DESCRIPTION
 LE0118
 LE0118'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LE0118'1.1 MI NE FROM LA PLATA.
 LE0118'LA PLATA, ABOUT 1.1 MI. NE OF THE AT AND SR RR. STATION, IN THE
 LE0118'SW. COR SEC. 33, T.61N., R.14W., 170 FT N., 42 FT W. AND 1.2 FT
 LE0118'LOWER THAN A RD. X-ING., 49 FT E. OF A N.S. CO. RD. AND 86 FT NW
 LE0118'OF THE W. RAIL, IN A CONC. POST, A STD. TABLET, STAMPED G 121
 LE0118'1935.
 LE0118
 LE0118                          STATION RECOVERY (2003)
 LE0118
 LE0118'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BW)
 LE0118'MARK DAMAGED. DISK REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0053 ***********************************************************************
 KD0053  DESIGNATION -  G 122
 KD0053  PID         -  KD0053
 KD0053  STATE/COUNTY-  MO/RANDOLPH
 KD0053  USGS QUAD   -  MOBERLY (1979)
 KD0053
 KD0053                         *CURRENT SURVEY CONTROL
 KD0053  ___________________________________________________________________
 KD0053* NAD 83(1997)-  39 29 21.27330(N)    092 26 03.11012(W)     ADJUSTED  
 KD0053* NAVD 88     -       261.329  (meters)     857.38   (feet)  ADJUSTED  
 KD0053  ___________________________________________________________________
 KD0053  X           -    -209,350.427 (meters)                     COMP
 KD0053  Y           -  -4,924,694.677 (meters)                     COMP
 KD0053  Z           -   4,034,527.672 (meters)                     COMP
 KD0053  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 KD0053  ELLIP HEIGHT-         229.28  (meters)          (02/17/00) GPS OBS
 KD0053  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KD0053  DYNAMIC HT  -         261.179 (meters)     856.88  (feet)  COMP
 KD0053  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 KD0053
 KD0053  HORZ ORDER  -  THIRD
 KD0053  VERT ORDER  -  SECOND    CLASS 0
 KD0053  ELLP ORDER  -  FOURTH    CLASS I
 KD0053
 KD0053.The horizontal coordinates were established by GPS observations
 KD0053.and adjusted by the National Geodetic Survey in February 2000..
 KD0053
 KD0053.The orthometric height was determined by differential leveling
 KD0053.and adjusted by the National Geodetic Survey in June 1991..
 KD0053
 KD0053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD0053
 KD0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0053
 KD0053.The ellipsoidal height was determined by GPS observations
 KD0053.and is referenced to NAD 83.
 KD0053
 KD0053.The geoid height was determined by GEOID03.
 KD0053
 KD0053.The dynamic height is computed by dividing the NAVD 88
 KD0053.geopotential number by the normal gravity value computed on the
 KD0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0053.degrees latitude (g = 980.6199 gals.).
 KD0053
 KD0053.The modeled gravity was interpolated from observed gravity values.
 KD0053
 KD0053;                    North         East     Units Scale Factor Converg.
 KD0053;SPC MO C     -   405,745.027   505,660.414   MT  0.99993373   +0 02 30.6
 KD0053;UTM  15      - 4,371,223.421   548,654.813   MT  0.99962915   +0 21 35.4
 KD0053
 KD0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0053!SPC MO C     -   0.99996403  x   0.99993373  =   0.99989776
 KD0053!UTM  15      -   0.99996403  x   0.99962915  =   0.99959319
 KD0053
 KD0053                          SUPERSEDED SURVEY CONTROL
 KD0053
 KD0053  NAD 83(1986)-  39 29 21.28060(N)    092 26 03.11663(W) AD(       ) 3
 KD0053  NGVD 29 (??/??/92)  261.317  (m)          857.34   (f) ADJ UNCH    2 0
 KD0053
 KD0053.Superseded values are not recommended for survey control.
 KD0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0053.See file dsdata.txt to determine how the superseded data were derived.
 KD0053
 KD0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4865571223(NAD 83)
 KD0053_MARKER: DB = BENCH MARK DISK
 KD0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0053_SP_SET: CONCRETE POST
 KD0053_STAMPING: G 122 1935
 KD0053_MARK LOGO: CGS   
 KD0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0053+STABILITY: SURFACE MOTION
 KD0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0053+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 KD0053
 KD0053  HISTORY     - Date     Condition        Report By
 KD0053  HISTORY     - 1935     MONUMENTED       CGS
 KD0053  HISTORY     - 1967     GOOD             NGS
 KD0053  HISTORY     - 1990     GOOD             USPSQD
 KD0053  HISTORY     - 19910520 GOOD             NGS
 KD0053  HISTORY     - 20040414 POOR             MODNR
 KD0053
 KD0053                          STATION DESCRIPTION
 KD0053
 KD0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KD0053'1.6 MI S FROM CAIRO.
 KD0053'1.6 MILES SOUTH ALONG THE WASBASH RAILROAD FROM THE STATION AT
 KD0053'CAIRO, 9 RAILS SOUTH OF MILEPOST 153, 35 FEET WEST OF THE
 KD0053'CENTER OF TRACK, 15 FEET SOUTH OF AN UNDERGROUND CABLE POST NO.
 KD0053'60, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A
 KD0053'METAL WITNESS POST, AND PROJECTS 6 INCHES.
 KD0053
 KD0053                          STATION RECOVERY (1990)
 KD0053
 KD0053'RECOVERY NOTE BY US POWER SQUADRON 1990 (PMD)
 KD0053'RECOVERED IN GOOD CONDITION.
 KD0053
 KD0053                          STATION RECOVERY (1991)
 KD0053
 KD0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KD0053'STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTH OF MOBERLY, 3 KM
 KD0053'(1.9 MI) SOUTH OF CAIRO, ALONG THE RIGHT-OF-WAY OF THE NORFOLK AND
 KD0053'WESTERN RAILROAD AND 150 M (492.1 FT) SOUTHWEST OF THE BROCKMAN SEED
 KD0053'COMPANY BUILDING. OWNERSHIP--NORFOLK AND WESTERN RAILWAY.
 KD0053'TO REACH FROM THE JUNCTION OF US HIGHWAYS 24 AND 63 BYPASS ON THE
 KD0053'NORTHEAST SIDE OF MOBERLY, GO NORTH ON HIGHWAY 63 FOR 2.48 KM
 KD0053'(1.54 MI) TO THE BRADLEY AIRPORT ENTRANCE ON THE RIGHT.  CONTINUE
 KD0053'AHEAD FOR 2.01 KM (1.25 MI) TO A GRAVEL CROSSROAD.  CONTINUE AHEAD
 KD0053'FOR 0.73 KM (0.45 MI) TO THE STATION ON THE LEFT ACROSS THE TRACKS.
 KD0053'STATION IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST PROJECTING
 KD0053'10 CM IN WEEDS, LOCATED 8.2 M (26.9 FT) SOUTH OF GASLINE MARKER POST
 KD0053'60, 13.3 M (43.6 FT) WEST OF AND LEVEL WITH THE WEST RAIL OF THE
 KD0053'TRACKS, 78.4 M (257.2 FT) SOUTH ALONG THE RAIL FROM MILEPOST 153, 0.3
 KD0053'M (1.0 FT) EAST OF THE RIGHT-OF-WAY FENCE, AND 0.3 M (1.0 FT) SOUTH
 KD0053'OF A METAL WITNESS POST.
 KD0053
 KD0053                          STATION RECOVERY (2004)
 KD0053
 KD0053'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 KD0053'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0131 ***********************************************************************
 KD0131  DESIGNATION -  G 123
 KD0131  PID         -  KD0131
 KD0131  STATE/COUNTY-  MO/RANDOLPH
 KD0131  USGS QUAD   -  HUNTSVILLE (1979)
 KD0131
 KD0131                         *CURRENT SURVEY CONTROL
 KD0131  ___________________________________________________________________
 KD0131* NAD 83(1986)-  39 25 38.     (N)    092 36 44.     (W)     SCALED    
 KD0131* NAVD 88     -       213.254  (meters)     699.65   (feet)  ADJUSTED  
 KD0131  ___________________________________________________________________
 KD0131  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KD0131  DYNAMIC HT  -         213.130 (meters)     699.24  (feet)  COMP
 KD0131  MODELED GRAV-     980,044.3   (mgal)                       NAVD 88
 KD0131
 KD0131  VERT ORDER  -  SECOND    CLASS 0
 KD0131
 KD0131.The horizontal coordinates were scaled from a topographic map and have
 KD0131.an estimated accuracy of +/- 6 seconds.
 KD0131
 KD0131.The orthometric height was determined by differential leveling
 KD0131.and adjusted by the National Geodetic Survey in June 1991..
 KD0131.WARNING-Repeat measurements at this control monument indicate possible
 KD0131.vertical movement.
 KD0131
 KD0131.The geoid height was determined by GEOID03.
 KD0131
 KD0131.The dynamic height is computed by dividing the NAVD 88
 KD0131.geopotential number by the normal gravity value computed on the
 KD0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0131.degrees latitude (g = 980.6199 gals.).
 KD0131
 KD0131.The modeled gravity was interpolated from observed gravity values.
 KD0131
 KD0131;                    North         East    Units  Estimated Accuracy
 KD0131;SPC MO C     -   398,860.      490,340.      MT  (+/- 180 meters Scaled)
 KD0131
 KD0131                          SUPERSEDED SURVEY CONTROL
 KD0131
 KD0131  NGVD 29 (??/??/92)  213.260  (m)          699.67   (f) ADJ UNCH    2 0
 KD0131
 KD0131.Superseded values are not recommended for survey control.
 KD0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0131.See file dsdata.txt to determine how the superseded data were derived.
 KD0131
 KD0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD333642(NAD 83)
 KD0131_MARKER: DB = BENCH MARK DISK
 KD0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0131_STAMPING: G 123 1935
 KD0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0131+STABILITY: SURFACE MOTION
 KD0131
 KD0131  HISTORY     - Date     Condition        Report By
 KD0131  HISTORY     - 1935     MONUMENTED       CGS
 KD0131  HISTORY     - 1946     GOOD             NGS
 KD0131  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0131  HISTORY     - 1980     MARK NOT FOUND   NGS
 KD0131
 KD0131                          STATION DESCRIPTION
 KD0131
 KD0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 KD0131'3.2 MI E FROM CLIFTON HILL.
 KD0131'3.2 MILES EAST ALONG U.S. HIGHWAY 24 FROM THE NEW WABASH RAILROAD
 KD0131'STATION AT CLIFTON HILL, 190 FEET EAST OF THE INTERSECTION OF THE
 KD0131'CENTER LINES OF THE HIGHWAY AND A CROSSROAD, 36 FEET SOUTH OF THE
 KD0131'CENTER LINE OF THE HIGHWAY, 12 FEET SOUTH OF A TELEPHONE POLE.
 KD0131'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.  THE RAILROAD
 KD0131'HAS BEEN MOVED ABOUT 0.25 MILE SINCE THE MARK WAS SET.
 KD0131
 KD0131                          STATION RECOVERY (1967)
 KD0131
 KD0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0131'MARK NOT FOUND.
 KD0131
 KD0131                          STATION RECOVERY (1980)
 KD0131
 KD0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KD0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0089 ***********************************************************************
 KD0089  DESIGNATION -  G 124
 KD0089  PID         -  KD0089
 KD0089  STATE/COUNTY-  MO/BOONE
 KD0089  USGS QUAD   -  CENTRALIA (1979)
 KD0089
 KD0089                         *CURRENT SURVEY CONTROL
 KD0089  ___________________________________________________________________
 KD0089* NAD 83(1986)-  39 07 30.     (N)    092 12 11.     (W)     SCALED    
 KD0089* NAVD 88     -       277.464  (meters)     910.31   (feet)  ADJUSTED  
 KD0089  ___________________________________________________________________
 KD0089  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0089  DYNAMIC HT  -         277.287 (meters)     909.73  (feet)  COMP
 KD0089  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 KD0089
 KD0089  VERT ORDER  -  SECOND    CLASS 0
 KD0089
 KD0089.The horizontal coordinates were scaled from a topographic map and have
 KD0089.an estimated accuracy of +/- 6 seconds.
 KD0089
 KD0089.The orthometric height was determined by differential leveling
 KD0089.and adjusted by the National Geodetic Survey in June 1991..
 KD0089
 KD0089.The geoid height was determined by GEOID03.
 KD0089
 KD0089.The dynamic height is computed by dividing the NAVD 88
 KD0089.geopotential number by the normal gravity value computed on the
 KD0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0089.degrees latitude (g = 980.6199 gals.).
 KD0089
 KD0089.The modeled gravity was interpolated from observed gravity values.
 KD0089
 KD0089;                    North         East    Units  Estimated Accuracy
 KD0089;SPC MO C     -   365,350.      525,680.      MT  (+/- 180 meters Scaled)
 KD0089
 KD0089                          SUPERSEDED SURVEY CONTROL
 KD0089
 KD0089  NGVD 29 (??/??/92)  277.446  (m)          910.25   (f) ADJ UNCH    2 0
 KD0089
 KD0089.Superseded values are not recommended for survey control.
 KD0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0089.See file dsdata.txt to determine how the superseded data were derived.
 KD0089
 KD0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD688309(NAD 83)
 KD0089_MARKER: DB = BENCH MARK DISK
 KD0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0089_STAMPING: G 124 1935
 KD0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0089+STABILITY: SURFACE MOTION
 KD0089
 KD0089  HISTORY     - Date     Condition        Report By
 KD0089  HISTORY     - 1935     MONUMENTED       CGS
 KD0089
 KD0089                          STATION DESCRIPTION
 KD0089
 KD0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0089'1 MI N FROM HALLSVILLE.
 KD0089'1.0 MILE NORTH ALONG THE WABASH RAILWAY FROM THE STATION AT
 KD0089'HALLSVILLE, AT MILEAGE 14.1, 1 RAIL NORTH OF A GRAVEL-ROAD
 KD0089'CROSSING, 35 FEET WEST OF THE CENTERLINE OF THE TRACK, AND AT
 KD0089'A FENCE.  A STANDARD DISK, STAMPED G 124 1935 AND SET IN THE
 KD0089'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0760 ***********************************************************************
 HD0760  DESIGNATION -  G 126
 HD0760  PID         -  HD0760
 HD0760  STATE/COUNTY-  MO/DADE
 HD0760  USGS QUAD   -  SOUTH GREENFIELD (1956)
 HD0760
 HD0760                         *CURRENT SURVEY CONTROL
 HD0760  ___________________________________________________________________
 HD0760* NAD 83(1986)-  37 21 25.     (N)    093 46 32.     (W)     SCALED    
 HD0760* NAVD 88     -       281.875  (meters)     924.78   (feet)  ADJUSTED  
 HD0760  ___________________________________________________________________
 HD0760  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HD0760  DYNAMIC HT  -         281.650 (meters)     924.05  (feet)  COMP
 HD0760  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 HD0760
 HD0760  VERT ORDER  -  SECOND    CLASS 0
 HD0760
 HD0760.The horizontal coordinates were scaled from a topographic map and have
 HD0760.an estimated accuracy of +/- 6 seconds.
 HD0760
 HD0760.The orthometric height was determined by differential leveling
 HD0760.and adjusted by the National Geodetic Survey in June 1991..
 HD0760
 HD0760.The geoid height was determined by GEOID03.
 HD0760
 HD0760.The dynamic height is computed by dividing the NAVD 88
 HD0760.geopotential number by the normal gravity value computed on the
 HD0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0760.degrees latitude (g = 980.6199 gals.).
 HD0760
 HD0760.The modeled gravity was interpolated from observed gravity values.
 HD0760
 HD0760;                    North         East    Units  Estimated Accuracy
 HD0760;SPC MO W     -   132,330.      914,180.      MT  (+/- 180 meters Scaled)
 HD0760
 HD0760                          SUPERSEDED SURVEY CONTROL
 HD0760
 HD0760  NGVD 29 (??/??/92)  281.739  (m)          924.34   (f) ADJ UNCH    2 0
 HD0760
 HD0760.Superseded values are not recommended for survey control.
 HD0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0760.See file dsdata.txt to determine how the superseded data were derived.
 HD0760
 HD0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB313347(NAD 83)
 HD0760_MARKER: DB = BENCH MARK DISK
 HD0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0760_STAMPING: G 126 1935
 HD0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0760+STABILITY: SURFACE MOTION
 HD0760
 HD0760  HISTORY     - Date     Condition        Report By
 HD0760  HISTORY     - 1935     MONUMENTED       CGS
 HD0760
 HD0760                          STATION DESCRIPTION
 HD0760
 HD0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0760'AT PILGRIM.
 HD0760'AT PILGRIM, DADE COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 HD0760'40 YARDS EAST OF THE STATION SIGN, 1-1/2 POLES WEST OF THE
 HD0760'TWENTY-FIFTH POLE EAST OF MILEPOST 170, AND 9 YARDS NORTH OF THE
 HD0760'CENTERLINE OF THE TRACK.  A STANDARD DSIK, STAMPED G 126 1935
 HD0760'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0301 ***********************************************************************
 HC0301  DESIGNATION -  G 128
 HC0301  PID         -  HC0301
 HC0301  STATE/COUNTY-  MO/WASHINGTON
 HC0301  USGS QUAD   -  SHIRLEY (1958)
 HC0301
 HC0301                         *CURRENT SURVEY CONTROL
 HC0301  ___________________________________________________________________
 HC0301* NAD 83(1986)-  37 54 55.     (N)    090 55 09.     (W)     SCALED    
 HC0301* NAVD 88     -       270.416  (meters)     887.19   (feet)  ADJUSTED  
 HC0301  ___________________________________________________________________
 HC0301  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HC0301  DYNAMIC HT  -         270.221 (meters)     886.55  (feet)  COMP
 HC0301  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HC0301
 HC0301  VERT ORDER  -  SECOND    CLASS 0
 HC0301
 HC0301.The horizontal coordinates were scaled from a topographic map and have
 HC0301.an estimated accuracy of +/- 6 seconds.
 HC0301
 HC0301.The orthometric height was determined by differential leveling
 HC0301.and adjusted by the National Geodetic Survey in June 1991..
 HC0301.WARNING-Repeat measurements at this control monument indicate possible
 HC0301.vertical movement.
 HC0301
 HC0301.The geoid height was determined by GEOID03.
 HC0301
 HC0301.The dynamic height is computed by dividing the NAVD 88
 HC0301.geopotential number by the normal gravity value computed on the
 HC0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0301.degrees latitude (g = 980.6199 gals.).
 HC0301
 HC0301.The modeled gravity was interpolated from observed gravity values.
 HC0301
 HC0301;                    North         East    Units  Estimated Accuracy
 HC0301;SPC MO E     -   231,110.      213,140.      MT  (+/- 180 meters Scaled)
 HC0301
 HC0301                          SUPERSEDED SURVEY CONTROL
 HC0301
 HC0301  NGVD 29 (??/??/92)  270.436  (m)          887.26   (f) ADJ UNCH    2 0
 HC0301
 HC0301.Superseded values are not recommended for survey control.
 HC0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0301.See file dsdata.txt to determine how the superseded data were derived.
 HC0301
 HC0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB829984(NAD 83)
 HC0301_MARKER: DB = BENCH MARK DISK
 HC0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0301_STAMPING: G 128 1935
 HC0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0301+STABILITY: SURFACE MOTION
 HC0301
 HC0301  HISTORY     - Date     Condition        Report By
 HC0301  HISTORY     - 1935     MONUMENTED       CGS
 HC0301  HISTORY     - 1956     MARK NOT FOUND   NGS
 HC0301
 HC0301                          STATION DESCRIPTION
 HC0301
 HC0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HC0301'AT SHIRLEY.
 HC0301'AT SHIRLEY, WASHINGTON COUNTY, ON STATE HIGHWAY 8, AT THE EAST
 HC0301'TOWN LIMITS, 121.8 FEET NORTHWEST OF THE EAST-LIMIT SIGN, 49.7
 HC0301'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 45.8 FEET NORTHEAST
 HC0301'OF A CONCRETE BRIDGE OVER A SMALL STREAM, AND 0.6 FOOT NORTH OF A
 HC0301'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 128 1935
 HC0301'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HC0301'NOTE-- REFERENCE POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0178 ***********************************************************************
 HC0178  DESIGNATION -  G 130
 HC0178  PID         -  HC0178
 HC0178  STATE/COUNTY-  MO/IRON
 HC0178  USGS QUAD   -  GLOVER (1968)
 HC0178
 HC0178                         *CURRENT SURVEY CONTROL
 HC0178  ___________________________________________________________________
 HC0178* NAD 83(1986)-  37 27 36.     (N)    090 41 08.     (W)     SCALED    
 HC0178* NAVD 88     -       237.163  (meters)     778.09   (feet)  ADJUSTED  
 HC0178  ___________________________________________________________________
 HC0178  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HC0178  DYNAMIC HT  -         236.981 (meters)     777.50  (feet)  COMP
 HC0178  MODELED GRAV-     979,858.8   (mgal)                       NAVD 88
 HC0178
 HC0178  VERT ORDER  -  SECOND    CLASS 0
 HC0178
 HC0178.The horizontal coordinates were scaled from a topographic map and have
 HC0178.an estimated accuracy of +/- 6 seconds.
 HC0178
 HC0178.The orthometric height was determined by differential leveling
 HC0178.and adjusted by the National Geodetic Survey in June 1991..
 HC0178
 HC0178.The geoid height was determined by GEOID03.
 HC0178
 HC0178.The dynamic height is computed by dividing the NAVD 88
 HC0178.geopotential number by the normal gravity value computed on the
 HC0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0178.degrees latitude (g = 980.6199 gals.).
 HC0178
 HC0178.The modeled gravity was interpolated from observed gravity values.
 HC0178
 HC0178;                    North         East    Units  Estimated Accuracy
 HC0178;SPC MO E     -   180,520.      233,590.      MT  (+/- 180 meters Scaled)
 HC0178
 HC0178                          SUPERSEDED SURVEY CONTROL
 HC0178
 HC0178  NGVD 29 (??/??/92)  237.160  (m)          778.08   (f) ADJ UNCH    2 0
 HC0178
 HC0178.Superseded values are not recommended for survey control.
 HC0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0178.See file dsdata.txt to determine how the superseded data were derived.
 HC0178
 HC0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB046484(NAD 83)
 HC0178_MARKER: DB = BENCH MARK DISK
 HC0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0178_STAMPING: G 130 1935
 HC0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0178+STABILITY: SURFACE MOTION
 HC0178
 HC0178  HISTORY     - Date     Condition        Report By
 HC0178  HISTORY     - 1935     MONUMENTED       CGS
 HC0178
 HC0178                          STATION DESCRIPTION
 HC0178
 HC0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0178'AT CHLORIDE.
 HC0178'AT CHLORIDE, ON THE MISSOURI PACIFIC RAILROAD, 12 FEET SOUTH OF THE
 HC0178'STATION, AT POLE 100/7, 30 FEET WEST OF THE CENTERLINE OF THE
 HC0178'MAIN TRACK, AND 3 FEET WEST OF THE FENCE.  A STANDARD DISK,
 HC0178'STAMPED G 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0324 ***********************************************************************
 JD0324  DESIGNATION -  G 131
 JD0324  PID         -  JD0324
 JD0324  STATE/COUNTY-  MO/MORGAN
 JD0324  USGS QUAD   -  STOVER (1982)
 JD0324
 JD0324                         *CURRENT SURVEY CONTROL
 JD0324  ___________________________________________________________________
 JD0324* NAD 83(1986)-  38 26 20.     (N)    092 59 30.     (W)     SCALED    
 JD0324* NAVD 88     -       320.683  (meters)    1052.11   (feet)  ADJUSTED  
 JD0324  ___________________________________________________________________
 JD0324  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD0324  DYNAMIC HT  -         320.452 (meters)    1051.35  (feet)  COMP
 JD0324  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 JD0324
 JD0324  VERT ORDER  -  SECOND    CLASS 0
 JD0324
 JD0324.The horizontal coordinates were scaled from a topographic map and have
 JD0324.an estimated accuracy of +/- 6 seconds.
 JD0324
 JD0324.The orthometric height was determined by differential leveling
 JD0324.and adjusted by the National Geodetic Survey in June 1991..
 JD0324.WARNING-Repeat measurements at this control monument indicate possible
 JD0324.vertical movement.
 JD0324
 JD0324.The geoid height was determined by GEOID03.
 JD0324
 JD0324.The dynamic height is computed by dividing the NAVD 88
 JD0324.geopotential number by the normal gravity value computed on the
 JD0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0324.degrees latitude (g = 980.6199 gals.).
 JD0324
 JD0324.The modeled gravity was interpolated from observed gravity values.
 JD0324
 JD0324;                    North         East    Units  Estimated Accuracy
 JD0324;SPC MO C     -   289,260.      457,080.      MT  (+/- 180 meters Scaled)
 JD0324
 JD0324                          SUPERSEDED SURVEY CONTROL
 JD0324
 JD0324  NGVD 29 (??/??/92)  320.562  (m)         1051.71   (f) ADJ UNCH    2 0
 JD0324
 JD0324.Superseded values are not recommended for survey control.
 JD0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0324.See file dsdata.txt to determine how the superseded data were derived.
 JD0324
 JD0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC007545(NAD 83)
 JD0324_MARKER: DB = BENCH MARK DISK
 JD0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0324_STAMPING: G 131 1935
 JD0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0324+STABILITY: SURFACE MOTION
 JD0324
 JD0324  HISTORY     - Date     Condition        Report By
 JD0324  HISTORY     - 1935     MONUMENTED       CGS
 JD0324  HISTORY     - 1963     GOOD             NGS
 JD0324
 JD0324                          STATION DESCRIPTION
 JD0324
 JD0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0324'AT STOVER.
 JD0324'AT STOVER, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 JD0324'132 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION,
 JD0324'13 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 82 FEET
 JD0324'SOUTHWEST OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A METAL
 JD0324'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 JD0324'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1283 ***********************************************************************
 JD1283  DESIGNATION -  G 132
 JD1283  PID         -  JD1283
 JD1283  STATE/COUNTY-  MO/BENTON
 JD1283  USGS QUAD   -  LINCOLN (1961)
 JD1283
 JD1283                         *CURRENT SURVEY CONTROL
 JD1283  ___________________________________________________________________
 JD1283* NAD 83(1986)-  38 25 32.     (N)    093 16 54.     (W)     SCALED    
 JD1283* NAVD 88     -       244.729  (meters)     802.92   (feet)  ADJUSTED  
 JD1283  ___________________________________________________________________
 JD1283  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JD1283  DYNAMIC HT  -         244.555 (meters)     802.34  (feet)  COMP
 JD1283  MODELED GRAV-     979,912.1   (mgal)                       NAVD 88
 JD1283
 JD1283  VERT ORDER  -  SECOND    CLASS 0
 JD1283
 JD1283.The horizontal coordinates were scaled from a topographic map and have
 JD1283.an estimated accuracy of +/- 6 seconds.
 JD1283
 JD1283.The orthometric height was determined by differential leveling
 JD1283.and adjusted by the National Geodetic Survey in June 1991..
 JD1283
 JD1283.The geoid height was determined by GEOID03.
 JD1283
 JD1283.The dynamic height is computed by dividing the NAVD 88
 JD1283.geopotential number by the normal gravity value computed on the
 JD1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1283.degrees latitude (g = 980.6199 gals.).
 JD1283
 JD1283.The modeled gravity was interpolated from observed gravity values.
 JD1283
 JD1283;                    North         East    Units  Estimated Accuracy
 JD1283;SPC MO C     -   287,960.      431,750.      MT  (+/- 180 meters Scaled)
 JD1283
 JD1283                          SUPERSEDED SURVEY CONTROL
 JD1283
 JD1283  NGVD 29 (??/??/92)  244.602  (m)          802.50   (f) ADJ UNCH    2 0
 JD1283
 JD1283.Superseded values are not recommended for survey control.
 JD1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1283.See file dsdata.txt to determine how the superseded data were derived.
 JD1283
 JD1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC754530(NAD 83)
 JD1283_MARKER: DB = BENCH MARK DISK
 JD1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1283_STAMPING: G 132 1934
 JD1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1283+STABILITY: SURFACE MOTION
 JD1283
 JD1283  HISTORY     - Date     Condition        Report By
 JD1283  HISTORY     - 1934     MONUMENTED       CGS
 JD1283  HISTORY     - 1963     GOOD             NGS
 JD1283
 JD1283                          STATION DESCRIPTION
 JD1283
 JD1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1283'5 MI NE FROM LINCOLN.
 JD1283'0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINCOLN,
 JD1283'THENCE 0.75 MILE NORTH ALONG U.S. HIGHWAY 65, THENCE 1.0 MILE
 JD1283'EAST ALONG A GRAVELED ROAD, THENCE 0.55 MILE NORTH ALONG A
 JD1283'GRAVELED ROAD, THENCE 2.1 MILES NORTHEAST ALONG A WINDING
 JD1283'GRAVELED ROAD, THENCE 0.35 MILE NORTH ALONG A GRAVELED ROAD,
 JD1283'0.35 MILE NORTH OF A ROAD INTERSECTION, 34 FEET WEST OF THE
 JD1283'CENTER LINE OF THE ROAD, 32 FEET EAST OF THE CENTER LINE OF AN
 JD1283'OLD RAILROAD GRADE, 18 FEET WEST OF A FENCE, 2.3 FEET WEST OF A
 JD1283'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 JD1283'AND SET IN THE TOP OF A CONCRETE POST 5 INCHES BELOW THE SURFACE
 JD1283'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0447 ***********************************************************************
 KC0447  DESIGNATION -  G 133
 KC0447  PID         -  KC0447
 KC0447  STATE/COUNTY-  MO/MONROE
 KC0447  USGS QUAD   -  PARIS EAST (1972)
 KC0447
 KC0447                         *CURRENT SURVEY CONTROL
 KC0447  ___________________________________________________________________
 KC0447* NAD 83(1986)-  39 27 20.     (N)    091 56 53.     (W)     SCALED    
 KC0447* NAVD 88     -       221.892  (meters)     727.99   (feet)  ADJUSTED  
 KC0447  ___________________________________________________________________
 KC0447  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KC0447  DYNAMIC HT  -         221.763 (meters)     727.57  (feet)  COMP
 KC0447  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 KC0447
 KC0447  VERT ORDER  -  SECOND    CLASS 0
 KC0447
 KC0447.The horizontal coordinates were scaled from a topographic map and have
 KC0447.an estimated accuracy of +/- 6 seconds.
 KC0447
 KC0447.The orthometric height was determined by differential leveling
 KC0447.and adjusted by the National Geodetic Survey in June 1991..
 KC0447
 KC0447.The geoid height was determined by GEOID03.
 KC0447
 KC0447.The dynamic height is computed by dividing the NAVD 88
 KC0447.geopotential number by the normal gravity value computed on the
 KC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0447.degrees latitude (g = 980.6199 gals.).
 KC0447
 KC0447.The modeled gravity was interpolated from observed gravity values.
 KC0447
 KC0447;                    North         East    Units  Estimated Accuracy
 KC0447;SPC MO C     -   402,150.      547,500.      MT  (+/- 180 meters Scaled)
 KC0447
 KC0447                          SUPERSEDED SURVEY CONTROL
 KC0447
 KC0447  NGVD 29 (??/??/92)  221.908  (m)          728.04   (f) ADJ UNCH    2 0
 KC0447
 KC0447.Superseded values are not recommended for survey control.
 KC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0447.See file dsdata.txt to determine how the superseded data were derived.
 KC0447
 KC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD905678(NAD 83)
 KC0447_MARKER: DB = BENCH MARK DISK
 KC0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0447_STAMPING: G 133 1935
 KC0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0447+STABILITY: SURFACE MOTION
 KC0447
 KC0447  HISTORY     - Date     Condition        Report By
 KC0447  HISTORY     - 1935     MONUMENTED       CGS
 KC0447  HISTORY     - 1972     MARK NOT FOUND   USGS
 KC0447
 KC0447                          STATION DESCRIPTION
 KC0447
 KC0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0447'4.2 MI SE FROM PARIS.
 KC0447'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 26 FROM THE COUNTY
 KC0447'COURTHOUSE AT PARIS, MONROE COUNTY, 32 FEET SOUTH OF THE
 KC0447'CENTERLINE OF THE HIGHWAY, 30 FEET EAST OF THE CENTER OF A
 KC0447'PASTURE GATE, 3 FEET WEST OF A POLE, AND 1 FOOT NORTH OF A
 KC0447'FENCE.  A STANDARD DISK, STAMPED G 133 1935 AND SET IN THE TOP
 KC0447'OF A CONCRETE POST.
 KC0447
 KC0447                          STATION RECOVERY (1972)
 KC0447
 KC0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KC0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0044 ***********************************************************************
 KD0044  DESIGNATION -  G 134
 KD0044  PID         -  KD0044
 KD0044  STATE/COUNTY-  MO/SHELBY
 KD0044  USGS QUAD   -  BETHEL (1964)
 KD0044
 KD0044                         *CURRENT SURVEY CONTROL
 KD0044  ___________________________________________________________________
 KD0044* NAD 83(1986)-  39 53 33.     (N)    092 03 26.     (W)     SCALED    
 KD0044* NAVD 88     -       238.002  (meters)     780.84   (feet)  ADJUSTED  
 KD0044  ___________________________________________________________________
 KD0044  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KD0044  DYNAMIC HT  -         237.875 (meters)     780.43  (feet)  COMP
 KD0044  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 KD0044
 KD0044  VERT ORDER  -  SECOND    CLASS 0
 KD0044
 KD0044.The horizontal coordinates were scaled from a topographic map and have
 KD0044.an estimated accuracy of +/- 6 seconds.
 KD0044
 KD0044.The orthometric height was determined by differential leveling
 KD0044.and adjusted by the National Geodetic Survey in June 1991..
 KD0044
 KD0044.The geoid height was determined by GEOID03.
 KD0044
 KD0044.The dynamic height is computed by dividing the NAVD 88
 KD0044.geopotential number by the normal gravity value computed on the
 KD0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0044.degrees latitude (g = 980.6199 gals.).
 KD0044
 KD0044.The modeled gravity was interpolated from observed gravity values.
 KD0044
 KD0044;                    North         East    Units  Estimated Accuracy
 KD0044;SPC MO C     -   450,610.      537,870.      MT  (+/- 180 meters Scaled)
 KD0044
 KD0044                          SUPERSEDED SURVEY CONTROL
 KD0044
 KD0044  NGVD 29 (??/??/92)  238.031  (m)          780.94   (f) ADJ UNCH    2 0
 KD0044
 KD0044.Superseded values are not recommended for survey control.
 KD0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0044.See file dsdata.txt to determine how the superseded data were derived.
 KD0044
 KD0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE806162(NAD 83)
 KD0044_MARKER: DB = BENCH MARK DISK
 KD0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0044_STAMPING: G 134 1935
 KD0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0044+STABILITY: SURFACE MOTION
 KD0044
 KD0044  HISTORY     - Date     Condition        Report By
 KD0044  HISTORY     - 1935     MONUMENTED       CGS
 KD0044  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0044
 KD0044                          STATION DESCRIPTION
 KD0044
 KD0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0044'6.1 MI SE FROM LEONARD.
 KD0044'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM LEONARD, AT THE
 KD0044'TOP OF A HILL, 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 26
 KD0044'FEET SOUTH OF THE CENTER OF A YARD GATE, AND 1 FOOT WEST OF THE
 KD0044'SAM WESTE YARD FENCE.  A STANDARD DISK, STAMPED G 134 1935 AND
 KD0044'SET IN THE TOP OF A CONCRETE POST.
 KD0044
 KD0044                          STATION RECOVERY (1967)
 KD0044
 KD0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0566 ***********************************************************************
 JC0566  DESIGNATION -  G 136
 JC0566  PID         -  JC0566
 JC0566  STATE/COUNTY-  MO/LINCOLN
 JC0566  USGS QUAD   -  TROY (1982)
 JC0566
 JC0566                         *CURRENT SURVEY CONTROL
 JC0566  ___________________________________________________________________
 JC0566* NAD 83(1986)-  38 58 57.     (N)    090 58 10.     (W)     SCALED    
 JC0566* NAVD 88     -       152.666  (meters)     500.87   (feet)  ADJUSTED  
 JC0566  ___________________________________________________________________
 JC0566  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JC0566  DYNAMIC HT  -         152.572 (meters)     500.56  (feet)  COMP
 JC0566  MODELED GRAV-     980,007.3   (mgal)                       NAVD 88
 JC0566
 JC0566  VERT ORDER  -  SECOND    CLASS 0
 JC0566
 JC0566.The horizontal coordinates were scaled from a topographic map and have
 JC0566.an estimated accuracy of +/- 6 seconds.
 JC0566
 JC0566.The orthometric height was determined by differential leveling
 JC0566.and adjusted by the National Geodetic Survey in June 1991..
 JC0566
 JC0566.The geoid height was determined by GEOID03.
 JC0566
 JC0566.The dynamic height is computed by dividing the NAVD 88
 JC0566.geopotential number by the normal gravity value computed on the
 JC0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0566.degrees latitude (g = 980.6199 gals.).
 JC0566
 JC0566.The modeled gravity was interpolated from observed gravity values.
 JC0566
 JC0566;                    North         East    Units  Estimated Accuracy
 JC0566;SPC MO E     -   349,590.      209,330.      MT  (+/- 180 meters Scaled)
 JC0566
 JC0566                          SUPERSEDED SURVEY CONTROL
 JC0566
 JC0566  NGVD 29 (??/??/92)  152.691  (m)          500.95   (f) ADJ UNCH    2 0
 JC0566
 JC0566.Superseded values are not recommended for survey control.
 JC0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0566.See file dsdata.txt to determine how the superseded data were derived.
 JC0566
 JC0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD758167(NAD 83)
 JC0566_MARKER: DB = BENCH MARK DISK
 JC0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0566_SP_SET: CULVERT
 JC0566_STAMPING: G 136 1935
 JC0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0566+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 JC0566
 JC0566  HISTORY     - Date     Condition        Report By
 JC0566  HISTORY     - 1935     MONUMENTED       CGS
 JC0566  HISTORY     - 19990420 GOOD             USPSQD
 JC0566  HISTORY     - 20051205 GOOD             INDIV
 JC0566
 JC0566                          STATION DESCRIPTION
 JC0566
 JC0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0566'AT TROY.
 JC0566'AT TROY, LINCOLN COUNTY, 85 YARDS SOUTH OF THE JUNCTION OF U.S.
 JC0566'HIGHWAY 61 AND STATE HIGHWAY 47, 12 YARDS WEST OF THE CENTERLINE
 JC0566'OF U.S. HIGHWAY 61, IN THE TOP OF THE SOUTH END OF THE WEST
 JC0566'CONCRETE HEADWALL OF A CULVERT.  A STANDARD DISK, STAMPED G
 JC0566'136 1935.
 JC0566
 JC0566                          STATION RECOVERY (1999)
 JC0566
 JC0566'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0566'RECOVERED IN GOOD CONDITION.
 JC0566
 JC0566                          STATION RECOVERY (2005)
 JC0566
 JC0566'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MSS)
 JC0566'HEADWALL LOCATED SW OF INTERSECTION KNOWN AS E. CHERRY ST. AND S.
 JC0566'LINCOLN DR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0401 ***********************************************************************
 KC0401  DESIGNATION -  G 137
 KC0401  PID         -  KC0401
 KC0401  STATE/COUNTY-  MO/PIKE
 KC0401  USGS QUAD   -  LOUISIANA (1991)
 KC0401
 KC0401                         *CURRENT SURVEY CONTROL
 KC0401  ___________________________________________________________________
 KC0401* NAD 83(1986)-  39 25 00.     (N)    091 05 34.     (W)     SCALED    
 KC0401* NAVD 88     -       155.637  (meters)     510.62   (feet)  ADJUSTED  
 KC0401  ___________________________________________________________________
 KC0401  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KC0401  DYNAMIC HT  -         155.548 (meters)     510.33  (feet)  COMP
 KC0401  MODELED GRAV-     980,048.4   (mgal)                       NAVD 88
 KC0401
 KC0401  VERT ORDER  -  SECOND    CLASS 0
 KC0401
 KC0401.The horizontal coordinates were scaled from a topographic map and have
 KC0401.an estimated accuracy of +/- 6 seconds.
 KC0401
 KC0401.The orthometric height was determined by differential leveling
 KC0401.and adjusted by the National Geodetic Survey in June 1991..
 KC0401
 KC0401.The geoid height was determined by GEOID03.
 KC0401
 KC0401.The dynamic height is computed by dividing the NAVD 88
 KC0401.geopotential number by the normal gravity value computed on the
 KC0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0401.degrees latitude (g = 980.6199 gals.).
 KC0401
 KC0401.The modeled gravity was interpolated from observed gravity values.
 KC0401
 KC0401;                    North         East    Units  Estimated Accuracy
 KC0401;SPC MO E     -   397,850.      198,960.      MT  (+/- 180 meters Scaled)
 KC0401
 KC0401                          SUPERSEDED SURVEY CONTROL
 KC0401
 KC0401  NGVD 29 (??/??/92)  155.694  (m)          510.81   (f) ADJ UNCH    2 0
 KC0401
 KC0401.Superseded values are not recommended for survey control.
 KC0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0401.See file dsdata.txt to determine how the superseded data were derived.
 KC0401
 KC0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD641647(NAD 83)
 KC0401_MARKER: DB = BENCH MARK DISK
 KC0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0401_STAMPING: G 137 1935
 KC0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0401+STABILITY: SURFACE MOTION
 KC0401
 KC0401  HISTORY     - Date     Condition        Report By
 KC0401  HISTORY     - 1935     MONUMENTED       CGS
 KC0401  HISTORY     - 1973     MARK NOT FOUND   USGS
 KC0401
 KC0401                          STATION DESCRIPTION
 KC0401
 KC0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0401'3.3 MI W FROM LOUISIANA.
 KC0401'3.3 MILES WEST ALONG THE CHICAGO AND ALTON RAILROAD FROM THE
 KC0401'STATION AT LOUISIANA, PIKE COUNTY, 12 YARDS EAST OF A ROAD
 KC0401'CROSSING, 16 YARDS SOUTH OF U.S. HIGHWAY 54, AND 7-1/2 YARDS
 KC0401'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KC0401'G 137 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0401
 KC0401                          STATION RECOVERY (1973)
 KC0401
 KC0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KC0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0199 ***********************************************************************
 HC0199  DESIGNATION -  G 139
 HC0199  PID         -  HC0199
 HC0199  STATE/COUNTY-  MO/IRON
 HC0199  USGS QUAD   -  DES ARC (1980)
 HC0199
 HC0199                         *CURRENT SURVEY CONTROL
 HC0199  ___________________________________________________________________
 HC0199* NAD 83(1986)-  37 20 49.     (N)    090 40 20.     (W)     SCALED    
 HC0199* NAVD 88     -       179.926  (meters)     590.31   (feet)  ADJUSTED  
 HC0199  ___________________________________________________________________
 HC0199  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HC0199  DYNAMIC HT  -         179.787 (meters)     589.85  (feet)  COMP
 HC0199  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 HC0199
 HC0199  VERT ORDER  -  SECOND    CLASS 0
 HC0199
 HC0199.The horizontal coordinates were scaled from a topographic map and have
 HC0199.an estimated accuracy of +/- 6 seconds.
 HC0199
 HC0199.The orthometric height was determined by differential leveling
 HC0199.and adjusted by the National Geodetic Survey in June 1991..
 HC0199
 HC0199.The geoid height was determined by GEOID03.
 HC0199
 HC0199.The dynamic height is computed by dividing the NAVD 88
 HC0199.geopotential number by the normal gravity value computed on the
 HC0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0199.degrees latitude (g = 980.6199 gals.).
 HC0199
 HC0199.The modeled gravity was interpolated from observed gravity values.
 HC0199
 HC0199;                    North         East    Units  Estimated Accuracy
 HC0199;SPC MO E     -   167,970.      234,740.      MT  (+/- 180 meters Scaled)
 HC0199
 HC0199                          SUPERSEDED SURVEY CONTROL
 HC0199
 HC0199  NGVD 29 (??/??/92)  179.937  (m)          590.34   (f) ADJ UNCH    2 0
 HC0199
 HC0199.Superseded values are not recommended for survey control.
 HC0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0199.See file dsdata.txt to determine how the superseded data were derived.
 HC0199
 HC0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB061359(NAD 83)
 HC0199_MARKER: DB = BENCH MARK DISK
 HC0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0199_STAMPING: G 139 1935
 HC0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0199+STABILITY: SURFACE MOTION
 HC0199
 HC0199  HISTORY     - Date     Condition        Report By
 HC0199  HISTORY     - 1935     MONUMENTED       CGS
 HC0199  HISTORY     - 1966     GOOD             NGS
 HC0199
 HC0199                          STATION DESCRIPTION
 HC0199
 HC0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HC0199'1.8 MI SE FROM ANNAPOLIS.
 HC0199'1.8 MI SE ALONG THE MISSOURI PACIFIC RR FROM THE STATION AT
 HC0199'ANNAPOLIS, 290 FT S AND 32 FT E OF RD. AT OVERPASS OF HWY 49, IN
 HC0199'THE TOP OF A CONCRETE POST A STANDARD TABLET STAMPED G 139 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0369 ***********************************************************************
 JC0369  DESIGNATION -  G 139 RESET
 JC0369  PID         -  JC0369
 JC0369  STATE/COUNTY-  MO/FRANKLIN
 JC0369  USGS QUAD   -  ST CLAIR (1969)
 JC0369
 JC0369                         *CURRENT SURVEY CONTROL
 JC0369  ___________________________________________________________________
 JC0369* NAD 83(1986)-  38 20 51.     (N)    090 58 49.     (W)     SCALED    
 JC0369* NAVD 88     -       233.780  (meters)     766.99   (feet)  ADJUSTED  
 JC0369  ___________________________________________________________________
 JC0369  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JC0369  DYNAMIC HT  -         233.624 (meters)     766.48  (feet)  COMP
 JC0369  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 JC0369
 JC0369  VERT ORDER  -  FIRST     CLASS II
 JC0369
 JC0369.The horizontal coordinates were scaled from a topographic map and have
 JC0369.an estimated accuracy of +/- 6 seconds.
 JC0369
 JC0369.The orthometric height was determined by differential leveling
 JC0369.and adjusted by the National Geodetic Survey in June 1991..
 JC0369
 JC0369.The geoid height was determined by GEOID03.
 JC0369
 JC0369.The dynamic height is computed by dividing the NAVD 88
 JC0369.geopotential number by the normal gravity value computed on the
 JC0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0369.degrees latitude (g = 980.6199 gals.).
 JC0369
 JC0369.The modeled gravity was interpolated from observed gravity values.
 JC0369
 JC0369;                    North         East    Units  Estimated Accuracy
 JC0369;SPC MO E     -   279,110.      208,020.      MT  (+/- 180 meters Scaled)
 JC0369
 JC0369                          SUPERSEDED SURVEY CONTROL
 JC0369
 JC0369  NGVD 29 (??/??/92)  233.825  (m)          767.14   (f) ADJ UNCH    1 2
 JC0369
 JC0369.Superseded values are not recommended for survey control.
 JC0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0369.See file dsdata.txt to determine how the superseded data were derived.
 JC0369
 JC0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC764463(NAD 83)
 JC0369_MARKER: DB = BENCH MARK DISK
 JC0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0369_STAMPING: G 139 1935 RESET 1949
 JC0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0369+STABILITY: SURFACE MOTION
 JC0369
 JC0369  HISTORY     - Date     Condition        Report By
 JC0369  HISTORY     - 1949     MONUMENTED       CGS
 JC0369
 JC0369                          STATION DESCRIPTION
 JC0369
 JC0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0369'AT ST CLAIR.
 JC0369'AT ST. CLAIR, 158 FEET SOUTH OF THE SOUTHEAST CORNER OF THE ST.
 JC0369'LOUIS-SAN FRANCISCO RAILWAY STATION, AT THE SOUTHWEST CORNER OF
 JC0369'GUARD RAIL ENCLOSURE OF THE PASSENGER PLATFORM, 30 FEET
 JC0369'NORTH-NORTHWEST OF THE CENTER OF A STEEL GRILL COVERED CONCRETE
 JC0369'CATCH BASIN, 24 FEET NORTHEAST OF MILE POLE 52-11, 17.2 FEET WEST
 JC0369'OF THE WEST RAIL OF THE MAIN TRACK AND SET IN THE TOP OF A CONCRETE
 JC0369'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0018 ***********************************************************************
 GE0018  DESIGNATION -  G 14
 GE0018  PID         -  GE0018
 GE0018  STATE/COUNTY-  MO/BUTLER
 GE0018  USGS QUAD   -  ROMBAUER (1966)
 GE0018
 GE0018                         *CURRENT SURVEY CONTROL
 GE0018  ___________________________________________________________________
 GE0018* NAD 83(1986)-  36 46 36.     (N)    090 21 33.     (W)     SCALED    
 GE0018* NAVD 88     -       103.638  (meters)     340.02   (feet)  ADJUSTED  
 GE0018  ___________________________________________________________________
 GE0018  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GE0018  DYNAMIC HT  -         103.556 (meters)     339.75  (feet)  COMP
 GE0018  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 GE0018
 GE0018  VERT ORDER  -  FIRST     CLASS II
 GE0018
 GE0018.The horizontal coordinates were scaled from a topographic map and have
 GE0018.an estimated accuracy of +/- 6 seconds.
 GE0018
 GE0018.The orthometric height was determined by differential leveling
 GE0018.and adjusted by the National Geodetic Survey in June 1991..
 GE0018
 GE0018.The geoid height was determined by GEOID03.
 GE0018
 GE0018.The dynamic height is computed by dividing the NAVD 88
 GE0018.geopotential number by the normal gravity value computed on the
 GE0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0018.degrees latitude (g = 980.6199 gals.).
 GE0018
 GE0018.The modeled gravity was interpolated from observed gravity values.
 GE0018
 GE0018;                    North         East    Units  Estimated Accuracy
 GE0018;SPC MO E     -   104,680.      262,570.      MT  (+/- 180 meters Scaled)
 GE0018
 GE0018                          SUPERSEDED SURVEY CONTROL
 GE0018
 GE0018  NGVD 29 (??/??/92)  103.650  (m)          340.06   (f) ADJ UNCH    1 2
 GE0018
 GE0018.Superseded values are not recommended for survey control.
 GE0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0018.See file dsdata.txt to determine how the superseded data were derived.
 GE0018
 GE0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA356733(NAD 83)
 GE0018_MARKER: DB = BENCH MARK DISK
 GE0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0018_STAMPING: 340.078 G 14 1932
 GE0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0018+STABILITY: SURFACE MOTION
 GE0018
 GE0018  HISTORY     - Date     Condition        Report By
 GE0018  HISTORY     - 1932     MONUMENTED       CGS
 GE0018  HISTORY     - 1934     GOOD             NGS
 GE0018  HISTORY     - 20020830 MARK NOT FOUND   USACE
 GE0018
 GE0018                          STATION DESCRIPTION
 GE0018
 GE0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0018'2.5 MI NE FROM POPLAR BLUFF.
 GE0018'2.5 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0018'FROM THE STATION AT POPLAR BLUFF, BUTLER COUNTY, 0.4 MILE
 GE0018'SOUTHWEST OF A ROAD CROSSING, 121 FEET SOUTHWEST OF THE SOUTH
 GE0018'CORNER OF BRIDGE NO. A 192.4, 100 FEET EAST OF POLE 192/14, IN
 GE0018'THE SOUTHWEST CORNER OF A PRIVATE-ROAD CROSSING, 6.5 FEET
 GE0018'SOUTHWEST OF THE SOUTHWEST END OF A GATE IN THE SOUTHEAST
 GE0018'RIGHT-OF-WAY FENCE, AND 2 FEET FROM THE FENCE.  A STANDARD DISK,
 GE0018'STAMPED 340.078 G 14 1932 AND SET IN THE TOP OF A CONCRETE
 GE0018'POST PROJECTING 4 INCHES ABOVE GROUND.
 GE0018
 GE0018                          STATION RECOVERY (2002)
 GE0018
 GE0018'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1026 ***********************************************************************
 HB1026  DESIGNATION -  G 140
 HB1026  PID         -  HB1026
 HB1026  STATE/COUNTY-  MO/PERRY
 HB1026  USGS QUAD   -  PERRYVILLE WEST (1980)
 HB1026
 HB1026                         *CURRENT SURVEY CONTROL
 HB1026  ___________________________________________________________________
 HB1026* NAD 83(1986)-  37 42 08.     (N)    089 53 34.     (W)     SCALED    
 HB1026* NAVD 88     -       190.299  (meters)     624.34   (feet)  ADJUSTED  
 HB1026  ___________________________________________________________________
 HB1026  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 HB1026  DYNAMIC HT  -         190.167 (meters)     623.91  (feet)  COMP
 HB1026  MODELED GRAV-     979,935.5   (mgal)                       NAVD 88
 HB1026
 HB1026  VERT ORDER  -  SECOND    CLASS 0
 HB1026
 HB1026.The horizontal coordinates were scaled from a topographic map and have
 HB1026.an estimated accuracy of +/- 6 seconds.
 HB1026
 HB1026.The orthometric height was determined by differential leveling
 HB1026.and adjusted by the National Geodetic Survey in June 1991..
 HB1026
 HB1026.The geoid height was determined by GEOID03.
 HB1026
 HB1026.The dynamic height is computed by dividing the NAVD 88
 HB1026.geopotential number by the normal gravity value computed on the
 HB1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1026.degrees latitude (g = 980.6199 gals.).
 HB1026
 HB1026.The modeled gravity was interpolated from observed gravity values.
 HB1026
 HB1026;                    North         East    Units  Estimated Accuracy
 HB1026;SPC MO E     -   207,560.      303,550.      MT  (+/- 180 meters Scaled)
 HB1026
 HB1026                          SUPERSEDED SURVEY CONTROL
 HB1026
 HB1026  NGVD 29 (??/??/??)  190.400  (m)          624.67   (f) ADJUSTED    2 0
 HB1026
 HB1026.Superseded values are not recommended for survey control.
 HB1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1026.See file dsdata.txt to determine how the superseded data were derived.
 HB1026
 HB1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG449767(NAD 83)
 HB1026_MARKER: DB = BENCH MARK DISK
 HB1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1026_STAMPING: G 140 1935
 HB1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1026+STABILITY: SURFACE MOTION
 HB1026
 HB1026  HISTORY     - Date     Condition        Report By
 HB1026  HISTORY     - 1935     MONUMENTED       CGS
 HB1026  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1026  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1026  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1026
 HB1026                          STATION DESCRIPTION
 HB1026
 HB1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1026'2.6 MI S FROM PERRYVILLE.
 HB1026'2.6 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE HIGH SCHOOL
 HB1026'GROUNDS AT PERRYVILLE, PERRY COUNTY, 200 YARDS SOUTH OF THE SAM
 HB1026'BURLER RESIDENCE, AT A ROAD JUNCTION, 40 FEET EAST OF THE
 HB1026'HIGHWAY, AND 30 FEET NORTH OF THE SIDE ROAD.  A STANDARD DISK,
 HB1026'STAMPED G 140 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB1026
 HB1026                          STATION RECOVERY (1976)
 HB1026
 HB1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1026'MARK NOT FOUND.
 HB1026
 HB1026                          STATION RECOVERY (1976)
 HB1026
 HB1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1026'MARK NOT FOUND.
 HB1026
 HB1026                          STATION RECOVERY (1976)
 HB1026
 HB1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0964 ***********************************************************************
 HB0964  DESIGNATION -  G 141
 HB0964  PID         -  HB0964
 HB0964  STATE/COUNTY-  MO/BOLLINGER
 HB0964  USGS QUAD   -  MARBLE HILL (1980)
 HB0964
 HB0964                         *CURRENT SURVEY CONTROL
 HB0964  ___________________________________________________________________
 HB0964* NAD 83(1986)-  37 17 09.     (N)    089 56 48.     (W)     SCALED    
 HB0964* NAVD 88     -       121.987  (meters)     400.22   (feet)  ADJUSTED  
 HB0964  ___________________________________________________________________
 HB0964  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 HB0964  DYNAMIC HT  -         121.897 (meters)     399.92  (feet)  COMP
 HB0964  MODELED GRAV-     979,890.7   (mgal)                       NAVD 88
 HB0964
 HB0964  VERT ORDER  -  SECOND    CLASS 0
 HB0964
 HB0964.The horizontal coordinates were scaled from a topographic map and have
 HB0964.an estimated accuracy of +/- 6 seconds.
 HB0964
 HB0964.The orthometric height was determined by differential leveling
 HB0964.and adjusted by the National Geodetic Survey in June 1991..
 HB0964
 HB0964.The geoid height was determined by GEOID03.
 HB0964
 HB0964.The dynamic height is computed by dividing the NAVD 88
 HB0964.geopotential number by the normal gravity value computed on the
 HB0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0964.degrees latitude (g = 980.6199 gals.).
 HB0964
 HB0964.The modeled gravity was interpolated from observed gravity values.
 HB0964
 HB0964;                    North         East    Units  Estimated Accuracy
 HB0964;SPC MO E     -   161,320.      299,070.      MT  (+/- 180 meters Scaled)
 HB0964
 HB0964                          SUPERSEDED SURVEY CONTROL
 HB0964
 HB0964  NGVD 29 (??/??/??)  121.979  (m)          400.19   (f) ADJUSTED    2 0
 HB0964
 HB0964.Superseded values are not recommended for survey control.
 HB0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0964.See file dsdata.txt to determine how the superseded data were derived.
 HB0964
 HB0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG387306(NAD 83)
 HB0964_MARKER: DB = BENCH MARK DISK
 HB0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0964_STAMPING: G 141 1935
 HB0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0964+STABILITY: SURFACE MOTION
 HB0964
 HB0964  HISTORY     - Date     Condition        Report By
 HB0964  HISTORY     - 1935     MONUMENTED       CGS
 HB0964  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB0964  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB0964  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB0964
 HB0964                          STATION DESCRIPTION
 HB0964
 HB0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0964'2 MI SE FROM LUTESVILLE.
 HB0964'2.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB0964'STATION AT LUTESVILLE, BOLLINGER COUNTY, AT MILEPOST 135.17, 45
 HB0964'FEET EAST OF THE CENTERLINE OF THE TRACK, AND 2 FEET WEST OF THE
 HB0964'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 141 1935 AND SET
 HB0964'IN THE TOP OF A CONCRETE POST.
 HB0964
 HB0964                          STATION RECOVERY (1976)
 HB0964
 HB0964'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0964'MARK NOT FOUND.
 HB0964
 HB0964                          STATION RECOVERY (1976)
 HB0964
 HB0964'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0964'MARK NOT FOUND.
 HB0964
 HB0964                          STATION RECOVERY (1976)
 HB0964
 HB0964'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0471 ***********************************************************************
 KC0471  DESIGNATION -  G 146
 KC0471  PID         -  KC0471
 KC0471  STATE/COUNTY-  MO/AUDRAIN
 KC0471  USGS QUAD   -  AUXVASSE (1972)
 KC0471
 KC0471                         *CURRENT SURVEY CONTROL
 KC0471  ___________________________________________________________________
 KC0471* NAD 83(1986)-  39 03 43.     (N)    091 53 45.     (W)     SCALED    
 KC0471* NAVD 88     -       250.563  (meters)     822.06   (feet)  ADJUSTED  
 KC0471  ___________________________________________________________________
 KC0471  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KC0471  DYNAMIC HT  -         250.403 (meters)     821.53  (feet)  COMP
 KC0471  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 KC0471
 KC0471  VERT ORDER  -  SECOND    CLASS 0
 KC0471
 KC0471.The horizontal coordinates were scaled from a topographic map and have
 KC0471.an estimated accuracy of +/- 6 seconds.
 KC0471
 KC0471.The orthometric height was determined by differential leveling
 KC0471.and adjusted by the National Geodetic Survey in June 1991..
 KC0471
 KC0471.The geoid height was determined by GEOID03.
 KC0471
 KC0471.The dynamic height is computed by dividing the NAVD 88
 KC0471.geopotential number by the normal gravity value computed on the
 KC0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0471.degrees latitude (g = 980.6199 gals.).
 KC0471
 KC0471.The modeled gravity was interpolated from observed gravity values.
 KC0471
 KC0471;                    North         East    Units  Estimated Accuracy
 KC0471;SPC MO C     -   358,480.      552,290.      MT  (+/- 180 meters Scaled)
 KC0471
 KC0471                          SUPERSEDED SURVEY CONTROL
 KC0471
 KC0471  NGVD 29 (??/??/92)  250.566  (m)          822.07   (f) ADJ UNCH    2 0
 KC0471
 KC0471.Superseded values are not recommended for survey control.
 KC0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0471.See file dsdata.txt to determine how the superseded data were derived.
 KC0471
 KC0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD955242(NAD 83)
 KC0471_MARKER: DB = BENCH MARK DISK
 KC0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0471_STAMPING: G 146 1935
 KC0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0471+STABILITY: SURFACE MOTION
 KC0471
 KC0471  HISTORY     - Date     Condition        Report By
 KC0471  HISTORY     - 1935     MONUMENTED       CGS
 KC0471  HISTORY     - 20051105 GOOD             GEOCAC
 KC0471
 KC0471                          STATION DESCRIPTION
 KC0471
 KC0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0471'3 MI N FROM AUXVASSE.
 KC0471'IN AUDRAIN COUNTY, 3.0 MILES NORTH ALONG THE CHICAGO AND ALTON
 KC0471'RAILROAD FROM THE STATION AT AUXVASSE, CALLAWAY COUNTY, 2.0
 KC0471'MILES NORTH OF THE BRYANS SIDING, ABOUT 71 YARDS WEST OF T.T.S.
 KC0471'43 (USGS) DESCRIBED BELOW, 35 FEET NORTH OF THE CENTERLINE OF
 KC0471'THE AUDRAIN-CALLAWAY COUNTY LINE ROAD, AND 35 FEET WEST OF THE
 KC0471'CENTER OF THE TRACK.  A STANDARD DISK, STAMPED G 146 1935 AND
 KC0471'SET IN THE TOP OF A CONCRETE POST.
 KC0471
 KC0471                          STATION RECOVERY (2005)
 KC0471
 KC0471'RECOVERY NOTE BY GEOCACHING 2005 (KHK)
 KC0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0115 ***********************************************************************
 JD0115  DESIGNATION -  G 147
 JD0115  PID         -  JD0115
 JD0115  STATE/COUNTY-  MO/CALLAWAY
 JD0115  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0115
 JD0115                         *CURRENT SURVEY CONTROL
 JD0115  ___________________________________________________________________
 JD0115* NAD 83(1986)-  38 37 29.     (N)    092 08 18.     (W)     SCALED    
 JD0115* NAVD 88     -       245.648  (meters)     805.93   (feet)  ADJUSTED  
 JD0115  ___________________________________________________________________
 JD0115  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD0115  DYNAMIC HT  -         245.483 (meters)     805.39  (feet)  COMP
 JD0115  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 JD0115
 JD0115  VERT ORDER  -  SECOND    CLASS 0
 JD0115
 JD0115.The horizontal coordinates were scaled from a topographic map and have
 JD0115.an estimated accuracy of +/- 6 seconds.
 JD0115
 JD0115.The orthometric height was determined by differential leveling
 JD0115.and adjusted by the National Geodetic Survey in June 1991..
 JD0115
 JD0115.The geoid height was determined by GEOID03.
 JD0115
 JD0115.The dynamic height is computed by dividing the NAVD 88
 JD0115.geopotential number by the normal gravity value computed on the
 JD0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0115.degrees latitude (g = 980.6199 gals.).
 JD0115
 JD0115.The modeled gravity was interpolated from observed gravity values.
 JD0115
 JD0115;                    North         East    Units  Estimated Accuracy
 JD0115;SPC MO C     -   309,840.      531,490.      MT  (+/- 180 meters Scaled)
 JD0115
 JD0115                          SUPERSEDED SURVEY CONTROL
 JD0115
 JD0115  NGVD 29 (??/??/92)  245.667  (m)          805.99   (f) ADJ UNCH    2 0
 JD0115
 JD0115.Superseded values are not recommended for survey control.
 JD0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0115.See file dsdata.txt to determine how the superseded data were derived.
 JD0115
 JD0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC750754(NAD 83)
 JD0115_MARKER: DB = BENCH MARK DISK
 JD0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0115_STAMPING: G 147 1935
 JD0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0115+STABILITY: SURFACE MOTION
 JD0115
 JD0115  HISTORY     - Date     Condition        Report By
 JD0115  HISTORY     - 1935     MONUMENTED       CGS
 JD0115  HISTORY     - 1954     GOOD             NGS
 JD0115
 JD0115                          STATION DESCRIPTION
 JD0115
 JD0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JD0115'2 MI S FROM HOLTS SUMMIT.
 JD0115'2.0 MILES SOUTH ALONG U.S. HIGHWAY 43 FROM A SCHOOL AT HOLTS
 JD0115'SUMMIT, ABOUT 2.0 MILES NORTH OF NORTH JEFFERSON, AT THE NORTH
 JD0115'END OF A REVERSE CURVE AT THE TOP OF A SMALL HILL, 117 YARDS SOUTH
 JD0115'OF A 1 1/2 STORY FRAME FARMHOUSE WITH A BLOCK STONE CHIMNEY ON
 JD0115'THE SOUTH END, AND 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 JD0115'A STANDARD DISK STAMPED G 147 1935 AND SET IN THE TOP OF A
 JD0115'CONCRETE POST.  NOTE-- A HOUSE HAS BEEN BUILT AT THE SITE AND
 JD0115'THE MONUMENT IS NOW 22 FEET EAST OF MR. EWINGS RESIDENCE AND THE
 JD0115'DISTANCE FROM THE CENTERLINE OF THE HIGHWAY IS 40 FEET WEST.
 JD0115'THERE IS A POSSIBILITY THAT THE MONUMENT HAS BEEN MOVED FROM ITS
 JD0115'ORIGINAL POSITION AND RESET FOR THE CONVENIENCE OF THE CONTRACTOR.
 JD0115'THE EWINGS WERE QUESTIONED ABOUT THE MARK BUT THEIR KNOWLEDGE
 JD0115'OF THE MARK WAS VERY VAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0689 ***********************************************************************
 JC0689  DESIGNATION -  G 148
 JC0689  PID         -  JC0689
 JC0689  STATE/COUNTY-  MO/MONTGOMERY
 JC0689  USGS QUAD   -  JONESBURG (1985)
 JC0689
 JC0689                         *CURRENT SURVEY CONTROL
 JC0689  ___________________________________________________________________
 JC0689* NAD 83(1986)-  38 51 26.     (N)    091 19 21.     (W)     SCALED    
 JC0689* NAVD 88     -       274.607  (meters)     900.94   (feet)  ADJUSTED  
 JC0689  ___________________________________________________________________
 JC0689  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JC0689  DYNAMIC HT  -         274.429 (meters)     900.36  (feet)  COMP
 JC0689  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 JC0689
 JC0689  VERT ORDER  -  SECOND    CLASS 0
 JC0689
 JC0689.The horizontal coordinates were scaled from a topographic map and have
 JC0689.an estimated accuracy of +/- 6 seconds.
 JC0689
 JC0689.The orthometric height was determined by differential leveling
 JC0689.and adjusted by the National Geodetic Survey in June 1991..
 JC0689
 JC0689.The geoid height was determined by GEOID03.
 JC0689
 JC0689.The dynamic height is computed by dividing the NAVD 88
 JC0689.geopotential number by the normal gravity value computed on the
 JC0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0689.degrees latitude (g = 980.6199 gals.).
 JC0689
 JC0689.The modeled gravity was interpolated from observed gravity values.
 JC0689
 JC0689;                    North         East    Units  Estimated Accuracy
 JC0689;SPC MO E     -   335,900.      178,610.      MT  (+/- 180 meters Scaled)
 JC0689
 JC0689                          SUPERSEDED SURVEY CONTROL
 JC0689
 JC0689  NGVD 29 (??/??/92)  274.609  (m)          900.95   (f) ADJ UNCH    2 0
 JC0689
 JC0689.Superseded values are not recommended for survey control.
 JC0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0689.See file dsdata.txt to determine how the superseded data were derived.
 JC0689
 JC0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD455022(NAD 83)
 JC0689_MARKER: DB = BENCH MARK DISK
 JC0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0689_STAMPING: G 148 1935
 JC0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0689+STABILITY: SURFACE MOTION
 JC0689
 JC0689  HISTORY     - Date     Condition        Report By
 JC0689  HISTORY     - 1935     MONUMENTED       CGS
 JC0689
 JC0689                          STATION DESCRIPTION
 JC0689
 JC0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0689'0.9 MI W FROM JONESBURG.
 JC0689'0.9 MILE WEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0689'JONESBURG, MONTGOMERY COUNTY, 10 RAILS WEST OF MILEPOST 206, 5
 JC0689'RAILS EAST OF A ROAD CROSSING, AND 40 FEET SOUTH OF THE CENTERLINE
 JC0689'OF THE TRACK.  A STANDARD DISK, STAMPED G 148 1935 AND SET IN THE
 JC0689'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0548 ***********************************************************************
 JC0548  DESIGNATION -  G 149
 JC0548  PID         -  JC0548
 JC0548  STATE/COUNTY-  MO/ST CHARLES
 JC0548  USGS QUAD   -  O'FALLON (1994)
 JC0548
 JC0548                         *CURRENT SURVEY CONTROL
 JC0548  ___________________________________________________________________
 JC0548* NAD 83(1986)-  38 48 38.     (N)    090 40 30.     (W)     SCALED    
 JC0548* NAVD 88     -       150.015  (meters)     492.17   (feet)  ADJUSTED  
 JC0548  ___________________________________________________________________
 JC0548  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JC0548  DYNAMIC HT  -         149.921 (meters)     491.87  (feet)  COMP
 JC0548  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 JC0548
 JC0548  VERT ORDER  -  SECOND    CLASS 0
 JC0548
 JC0548.The horizontal coordinates were scaled from a topographic map and have
 JC0548.an estimated accuracy of +/- 6 seconds.
 JC0548
 JC0548.The orthometric height was determined by differential leveling
 JC0548.and adjusted by the National Geodetic Survey in June 1991..
 JC0548
 JC0548.The geoid height was determined by GEOID03.
 JC0548
 JC0548.The dynamic height is computed by dividing the NAVD 88
 JC0548.geopotential number by the normal gravity value computed on the
 JC0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0548.degrees latitude (g = 980.6199 gals.).
 JC0548
 JC0548.The modeled gravity was interpolated from observed gravity values.
 JC0548
 JC0548;                    North         East    Units  Estimated Accuracy
 JC0548;SPC MO E     -   330,420.      234,800.      MT  (+/- 180 meters Scaled)
 JC0548
 JC0548                          SUPERSEDED SURVEY CONTROL
 JC0548
 JC0548  NGVD 29 (??/??/92)  150.040  (m)          492.26   (f) ADJ UNCH    2 0
 JC0548
 JC0548.Superseded values are not recommended for survey control.
 JC0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0548.See file dsdata.txt to determine how the superseded data were derived.
 JC0548
 JC0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC018983(NAD 83)
 JC0548_MARKER: DB = BENCH MARK DISK
 JC0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0548_STAMPING: G 149 1935
 JC0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0548+STABILITY: SURFACE MOTION
 JC0548
 JC0548  HISTORY     - Date     Condition        Report By
 JC0548  HISTORY     - 1935     MONUMENTED       CGS
 JC0548  HISTORY     - 1972     POOR
 JC0548  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 JC0548
 JC0548                          STATION DESCRIPTION
 JC0548
 JC0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0548'1.3 MI E FROM O FALLON.
 JC0548'1.3 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0548'O FALLON, ST. CHARLES COUNTY, 80 FEET EAST OF A COUNTY-ROAD
 JC0548'CROSSING, 35 FEET NORTH OF THE CENTERLINE OF THE TRACK, 10 FEET
 JC0548'SOUTH OF A FENCE, AND JUST SOUTH OF A 58-INCH OAK TREE.  A
 JC0548'STANDARD DISK, STAMPED G 149 1935 AND SET IN THE TOP OF A
 JC0548'CONCRETE POST.
 JC0548
 JC0548                          STATION RECOVERY (1972)
 JC0548
 JC0548'RECOVERED 1972
 JC0548'MARK RECOVERED IN POOR CONDITION.
 JC0548
 JC0548                          STATION RECOVERY (1991)
 JC0548
 JC0548'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS)
 JC0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0531 ***********************************************************************
 KC0531  DESIGNATION -  G 15
 KC0531  PID         -  KC0531
 KC0531  STATE/COUNTY-  MO/LEWIS
 KC0531  USGS QUAD   -  DURHAM (1975)
 KC0531
 KC0531                         *CURRENT SURVEY CONTROL
 KC0531  ___________________________________________________________________
 KC0531* NAD 83(1986)-  39 58 45.     (N)    091 40 24.     (W)     SCALED    
 KC0531* NAVD 88     -       197.483  (meters)     647.91   (feet)  ADJUSTED  
 KC0531  ___________________________________________________________________
 KC0531  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KC0531  DYNAMIC HT  -         197.379 (meters)     647.57  (feet)  COMP
 KC0531  MODELED GRAV-     980,096.5   (mgal)                       NAVD 88
 KC0531
 KC0531  VERT ORDER  -  FIRST     CLASS II
 KC0531
 KC0531.The horizontal coordinates were scaled from a topographic map and have
 KC0531.an estimated accuracy of +/- 6 seconds.
 KC0531
 KC0531.The orthometric height was determined by differential leveling
 KC0531.and adjusted by the National Geodetic Survey in June 1991..
 KC0531
 KC0531.The geoid height was determined by GEOID03.
 KC0531
 KC0531.The dynamic height is computed by dividing the NAVD 88
 KC0531.geopotential number by the normal gravity value computed on the
 KC0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0531.degrees latitude (g = 980.6199 gals.).
 KC0531
 KC0531.The modeled gravity was interpolated from observed gravity values.
 KC0531
 KC0531;                    North         East    Units  Estimated Accuracy
 KC0531;SPC MO E     -   460,800.      149,780.      MT  (+/- 180 meters Scaled)
 KC0531
 KC0531                          SUPERSEDED SURVEY CONTROL
 KC0531
 KC0531  NGVD 29 (??/??/92)  197.552  (m)          648.14   (f) ADJ UNCH    1 2
 KC0531
 KC0531.Superseded values are not recommended for survey control.
 KC0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0531.See file dsdata.txt to determine how the superseded data were derived.
 KC0531
 KC0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE132262(NAD 83)
 KC0531_MARKER: DB = BENCH MARK DISK
 KC0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0531_STAMPING: G 15 1933
 KC0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0531+STABILITY: SURFACE MOTION
 KC0531
 KC0531  HISTORY     - Date     Condition        Report By
 KC0531  HISTORY     - 1933     MONUMENTED       CGS
 KC0531
 KC0531                          STATION DESCRIPTION
 KC0531
 KC0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0531'0.5 MI NW FROM DURHAM.
 KC0531'0.5 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KC0531'RAILROAD FROM THE STATION AT DURHAM, LEWIS COUNTY, ABOUT 1/3
 KC0531'MILE NORTHWEST OF MILEPOST 15, AT A ROAD CROSSING, 30 FEET WEST
 KC0531'OF THE GRAVEL ROAD, AND 30 FEET SOUTH OF THE TRACK.  A STANDARD
 KC0531'DISK, STAMPED G 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0088 ***********************************************************************
 LE0088  DESIGNATION -  G 16
 LE0088  PID         -  LE0088
 LE0088  STATE/COUNTY-  MO/ADAIR
 LE0088  USGS QUAD   -  BRASHEAR (1966)
 LE0088
 LE0088                         *CURRENT SURVEY CONTROL
 LE0088  ___________________________________________________________________
 LE0088* NAD 83(1986)-  40 09 42.     (N)    092 25 56.     (W)     SCALED    
 LE0088* NAVD 88     -       272.216  (meters)     893.10   (feet)  ADJUSTED  
 LE0088  ___________________________________________________________________
 LE0088  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LE0088  DYNAMIC HT  -         272.071 (meters)     892.62  (feet)  COMP
 LE0088  MODELED GRAV-     980,083.7   (mgal)                       NAVD 88
 LE0088
 LE0088  VERT ORDER  -  FIRST     CLASS II
 LE0088
 LE0088.The horizontal coordinates were scaled from a topographic map and have
 LE0088.an estimated accuracy of +/- 6 seconds.
 LE0088
 LE0088.The orthometric height was determined by differential leveling
 LE0088.and adjusted by the National Geodetic Survey in June 1991..
 LE0088
 LE0088.The geoid height was determined by GEOID03.
 LE0088
 LE0088.The dynamic height is computed by dividing the NAVD 88
 LE0088.geopotential number by the normal gravity value computed on the
 LE0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0088.degrees latitude (g = 980.6199 gals.).
 LE0088
 LE0088.The modeled gravity was interpolated from observed gravity values.
 LE0088
 LE0088;                    North         East    Units  Estimated Accuracy
 LE0088;SPC MO C     -   480,400.      505,770.      MT  (+/- 180 meters Scaled)
 LE0088
 LE0088                          SUPERSEDED SURVEY CONTROL
 LE0088
 LE0088  NGVD 29 (??/??/92)  272.230  (m)          893.14   (f) ADJ UNCH    1 2
 LE0088
 LE0088.Superseded values are not recommended for survey control.
 LE0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0088.See file dsdata.txt to determine how the superseded data were derived.
 LE0088
 LE0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE483458(NAD 83)
 LE0088_MARKER: DB = BENCH MARK DISK
 LE0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0088_STAMPING: G 16 1933
 LE0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0088+STABILITY: SURFACE MOTION
 LE0088
 LE0088  HISTORY     - Date     Condition        Report By
 LE0088  HISTORY     - 1933     MONUMENTED       CGS
 LE0088  HISTORY     - 1967     GOOD             NGS
 LE0088
 LE0088                          STATION DESCRIPTION
 LE0088
 LE0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LE0088'3.3 MI NW FROM BRASHEAR.
 LE0088'3.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0088'FROM BRASHEAR, ADAIR COUNTY, 3.0 MILES EAST OF BULLION, 7 POLES
 LE0088'SOUTHEAST OF MILEPOST 61, AT A GRADE CROSSING, 30 FEET SOUTH
 LE0088'OF THE TRACK, 10 FEET WEST OF THE ROAD, AND 30 FEET NORTH OF
 LE0088'STATE HIGHWAY 6.   A STANDARD DISK, STAMPED G 16 1933 AND SET IN
 LE0088'THE TOP OF A CONCRETE POST.  NOTE-- BM IS LOCATED 1 FOOT SOUTH
 LE0088'OF A METAL WITNESS POST.
 LE0088
 LE0088                          STATION RECOVERY (1967)
 LE0088
 LE0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0796 ***********************************************************************
 HD0796  DESIGNATION -  G 169
 HD0796  PID         -  HD0796
 HD0796  STATE/COUNTY-  MO/CEDAR
 HD0796  USGS QUAD   -  STOCKTON (1981)
 HD0796
 HD0796                         *CURRENT SURVEY CONTROL
 HD0796  ___________________________________________________________________
 HD0796* NAD 83(1986)-  37 43 03.     (N)    093 51 44.     (W)     SCALED    
 HD0796* NAVD 88     -       274.837  (meters)     901.69   (feet)  ADJUSTED  
 HD0796  ___________________________________________________________________
 HD0796  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HD0796  DYNAMIC HT  -         274.631 (meters)     901.02  (feet)  COMP
 HD0796  MODELED GRAV-     979,873.4   (mgal)                       NAVD 88
 HD0796
 HD0796  VERT ORDER  -  SECOND    CLASS 0
 HD0796
 HD0796.The horizontal coordinates were scaled from a topographic map and have
 HD0796.an estimated accuracy of +/- 6 seconds.
 HD0796
 HD0796.The orthometric height was determined by differential leveling
 HD0796.and adjusted by the National Geodetic Survey in June 1991..
 HD0796
 HD0796.The geoid height was determined by GEOID03.
 HD0796
 HD0796.The dynamic height is computed by dividing the NAVD 88
 HD0796.geopotential number by the normal gravity value computed on the
 HD0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0796.degrees latitude (g = 980.6199 gals.).
 HD0796
 HD0796.The modeled gravity was interpolated from observed gravity values.
 HD0796
 HD0796;                    North         East    Units  Estimated Accuracy
 HD0796;SPC MO W     -   172,290.      906,230.      MT  (+/- 180 meters Scaled)
 HD0796
 HD0796                          SUPERSEDED SURVEY CONTROL
 HD0796
 HD0796  NGVD 29 (??/??/92)  274.723  (m)          901.32   (f) ADJ UNCH    2 0
 HD0796
 HD0796.Superseded values are not recommended for survey control.
 HD0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0796.See file dsdata.txt to determine how the superseded data were derived.
 HD0796
 HD0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB240748(NAD 83)
 HD0796_MARKER: DB = BENCH MARK DISK
 HD0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0796_SP_SET: CULVERT
 HD0796_STAMPING: G 169 1940
 HD0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0796
 HD0796  HISTORY     - Date     Condition        Report By
 HD0796  HISTORY     - 1940     MONUMENTED       CGS
 HD0796
 HD0796                          STATION DESCRIPTION
 HD0796
 HD0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HD0796'4 MI NW FROM STOCKTON.
 HD0796'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE COUNTY
 HD0796'COURTHOUSE AT STOCKTON, CEDAR COUNTY, AT A 2- BY 2-FOOT CONCRETE
 HD0796'BOX CULVERT, IN THE CENTER OF THE TOP OF THE NORTH HEADWALL,
 HD0796'AND 13.6 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 HD0796'DISK, STAMPED G 169 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0285 ***********************************************************************
 LE0285  DESIGNATION -  G 17
 LE0285  PID         -  LE0285
 LE0285  STATE/COUNTY-  MO/SULLIVAN
 LE0285  USGS QUAD   -  MILAN EAST (1981)
 LE0285
 LE0285                         *CURRENT SURVEY CONTROL
 LE0285  ___________________________________________________________________
 LE0285* NAD 83(1986)-  40 11 22.     (N)    093 07 25.     (W)     SCALED    
 LE0285* NAVD 88     -       265.773  (meters)     871.96   (feet)  ADJUSTED  
 LE0285  ___________________________________________________________________
 LE0285  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LE0285  DYNAMIC HT  -         265.637 (meters)     871.51  (feet)  COMP
 LE0285  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 LE0285
 LE0285  VERT ORDER  -  FIRST     CLASS II
 LE0285
 LE0285.The horizontal coordinates were scaled from a topographic map and have
 LE0285.an estimated accuracy of +/- 6 seconds.
 LE0285
 LE0285.The orthometric height was determined by differential leveling
 LE0285.and adjusted by the National Geodetic Survey in June 1991..
 LE0285
 LE0285.The geoid height was determined by GEOID03.
 LE0285
 LE0285.The dynamic height is computed by dividing the NAVD 88
 LE0285.geopotential number by the normal gravity value computed on the
 LE0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0285.degrees latitude (g = 980.6199 gals.).
 LE0285
 LE0285.The modeled gravity was interpolated from observed gravity values.
 LE0285
 LE0285;                    North         East    Units  Estimated Accuracy
 LE0285;SPC MO C     -   483,670.      446,900.      MT  (+/- 180 meters Scaled)
 LE0285
 LE0285                          SUPERSEDED SURVEY CONTROL
 LE0285
 LE0285  NGVD 29 (??/??/92)  265.760  (m)          871.91   (f) ADJ UNCH    1 2
 LE0285
 LE0285.Superseded values are not recommended for survey control.
 LE0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0285.See file dsdata.txt to determine how the superseded data were derived.
 LE0285
 LE0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE894487(NAD 83)
 LE0285_MARKER: DB = BENCH MARK DISK
 LE0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0285_STAMPING: G 17 1933
 LE0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0285+STABILITY: SURFACE MOTION
 LE0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0285+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 LE0285
 LE0285  HISTORY     - Date     Condition        Report By
 LE0285  HISTORY     - 1933     MONUMENTED       CGS
 LE0285  HISTORY     - 1962     MARK NOT FOUND   USGS
 LE0285  HISTORY     - 1966     MARK NOT FOUND   NGS
 LE0285  HISTORY     - 20050725 GOOD             INDIV
 LE0285
 LE0285                          STATION DESCRIPTION
 LE0285
 LE0285'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LE0285'1 MI SW FROM MILAN.
 LE0285'1.0 MILE SOUTHWEST ALONG THE ABANDONED QUINCY, OMAHA AND KANSAS
 LE0285'CITY RAILROAD FROM MILAN, SULLIVAN COUNTY, AT MILEAGE 105.7,
 LE0285'200 FEET EAST OF STATE HIGHWAY 6 UNDERPASS, AND 45 FEET
 LE0285'NORTH OF THE TRACK.  A STANDARD DISK, STAMPED G 17 1933 AND SET
 LE0285'IN THE TOP OF A CONCRETE POST.
 LE0285
 LE0285                          STATION RECOVERY (1966)
 LE0285
 LE0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LE0285'MARK NOT FOUND.
 LE0285
 LE0285                          STATION RECOVERY (2005)
 LE0285
 LE0285'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RTH)
 LE0285'MARK WAS FOUND FLUSH WITH THE SURFACE. THE RR HAS BEEN ABANDONED, BUT
 LE0285'THE BED OF THE TRACKS IS STILL VISIBLE. THE OVERPASS HAS BEEN REMOVED,
 LE0285'BUT YOU CAN STILL SEE WHERE IT WAS, SO MEASURING FROM THE CL OF THE
 LE0285'HIGHWAY ALONG THE BED OF THE TRACKS WILL STILL GET YOU CLOSE.
 LE0285' 
 LE0285'IT IS IN THE VICINTY OF TWO BUILDINGS. IT IS SE FROM THE SE CORNER OF
 LE0285'A GRAIN COMPANY BUILDING, AND N FROM THE NE CORNER OF A STORAGE
 LE0285'BUILDING. IT IS 79.2' N 66D08'45 W FROM A UTILITY POLE. THE LATITUDE
 LE0285'OF THE MONUMENT IS 40 11'23.28862N, AND THE LONGITUDE IS 93
 LE0285'07'23.38958W. THE GEOGRAPHIC COORDINATES WERE OBTAINED FROM RTK GPS
 LE0285'SURVEYING.
 LE0285' 
 LE0285' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1736 ***********************************************************************
 KE1736  DESIGNATION -  G 170 RESET
 KE1736  PID         -  KE1736
 KE1736  STATE/COUNTY-  MO/JACKSON
 KE1736  USGS QUAD   -  KANSAS CITY (1991)
 KE1736
 KE1736                         *CURRENT SURVEY CONTROL
 KE1736  ___________________________________________________________________
 KE1736* NAD 83(1986)-  39 06 48.     (N)    094 34 42.     (W)     SCALED    
 KE1736* NAVD 88     -       233.42   (meters)     765.8    (feet)  RESET     
 KE1736  ___________________________________________________________________
 KE1736  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE1736
 KE1736  VERT ORDER  -  THIRD
 KE1736
 KE1736.The horizontal coordinates were scaled from a topographic map and have
 KE1736.an estimated accuracy of +/- 6 seconds.
 KE1736
 KE1736.The orthometric height was computed from unverified reset data.
 KE1736.No vertical observational check was made to the station.
 KE1736
 KE1736.The geoid height was determined by GEOID03.
 KE1736
 KE1736;                    North         East    Units  Estimated Accuracy
 KE1736;SPC MO W     -   327,030.      843,230.      MT  (+/- 180 meters Scaled)
 KE1736
 KE1736                          SUPERSEDED SURVEY CONTROL
 KE1736
 KE1736  NGVD 29 (02/22/06)  233.34   (m)          765.5    (f) RESET       3  
 KE1736
 KE1736.Superseded values are not recommended for survey control.
 KE1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1736.See file dsdata.txt to determine how the superseded data were derived.
 KE1736
 KE1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD635305(NAD 83)
 KE1736_MARKER: DB = BENCH MARK DISK
 KE1736_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1736_SP_SET: BRIDGE COLUMN
 KE1736_STAMPING: G 170 RESET 1988
 KE1736_MARK LOGO: NGS   
 KE1736_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1736+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 KE1736
 KE1736  HISTORY     - Date     Condition        Report By
 KE1736  HISTORY     - 1988     MONUMENTED       MOHC
 KE1736  HISTORY     - 20050115 GOOD             GEOCAC
 KE1736
 KE1736                          STATION DESCRIPTION
 KE1736
 KE1736'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1988
 KE1736'IN KANSAS CITY, ON STATE ROUTE 9, HEART OF AMERICA BRIDGE ACROSS THE
 KE1736'MISSOURI RIVER INTO NORTH KANSAS CITY, LOCATED 23 1/2 FEET WEST OF
 KE1736'CENTERLINE OF BRIDGE, 5 FEET NORTH OF THE NORTH CURB OF FIRST STREET,
 KE1736'4 FEET ABOVE GROUND LEVEL AND ABOUT 360 FEET WEST OF THE CENTERLINE
 KE1736'OF INTERSECTION OF HOLMES STREET.
 KE1736
 KE1736                          STATION RECOVERY (2005)
 KE1736
 KE1736'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0399 ***********************************************************************
 GE0399  HT_MOD      -  This is a Height Modernization Survey Station.
 GE0399  DESIGNATION -  G 171
 GE0399  PID         -  GE0399
 GE0399  STATE/COUNTY-  MO/BUTLER
 GE0399  USGS QUAD   -  NAYLOR (1979)
 GE0399
 GE0399                         *CURRENT SURVEY CONTROL
 GE0399  ___________________________________________________________________
 GE0399* NAD 83(1997)-  36 30 34.86395(N)    090 30 46.52042(W)     ADJUSTED  
 GE0399* NAVD 88     -        90.93   (meters)     298.3    (feet)  GPS OBS   
 GE0399  ___________________________________________________________________
 GE0399  X           -     -45,947.386 (meters)                     COMP
 GE0399  Y           -  -5,132,396.768 (meters)                     COMP
 GE0399  Z           -   3,773,835.235 (meters)                     COMP
 GE0399  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GE0399  ELLIP HEIGHT-          61.96  (meters)          (04/05/04) GPS OBS
 GE0399  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GE0399  DYNAMIC HT  -          90.86  (meters)     298.1   (feet)  COMP
 GE0399  MODELED GRAV-     979,822.9   (mgal)                       NAVD 88
 GE0399
 GE0399  HORZ ORDER  -  B
 GE0399  VERT ORDER  -  THIRD (See Below)
 GE0399  ELLP ORDER  -  FOURTH    CLASS I
 GE0399
 GE0399.The horizontal coordinates were established by GPS observations
 GE0399.and adjusted by the National Geodetic Survey in April 2004..
 GE0399
 GE0399.The orthometric height was determined by GPS observations and a
 GE0399.high-resolution geoid model using precise GPS observation and
 GE0399.processing techniques. It supersedes the leveled height previously
 GE0399.determined for this station.
 GE0399.The vertical order pertains to the first NAVD 88 superseded value.
 GE0399
 GE0399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0399
 GE0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0399
 GE0399.The ellipsoidal height was determined by GPS observations
 GE0399.and is referenced to NAD 83.
 GE0399
 GE0399.The geoid height was determined by GEOID03.
 GE0399
 GE0399.The dynamic height is computed by dividing the NAVD 88
 GE0399.geopotential number by the normal gravity value computed on the
 GE0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0399.degrees latitude (g = 980.6199 gals.).
 GE0399
 GE0399.The modeled gravity was interpolated from observed gravity values.
 GE0399
 GE0399;                    North         East     Units Scale Factor Converg.
 GE0399;SPC MO E     -    75,044.471   248,842.495   MT  0.99993335   -0 00 27.7
 GE0399;UTM  15      - 4,043,359.370   722,723.766   MT  1.00021121   +1 28 49.1
 GE0399
 GE0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0399!SPC MO E     -   0.99999028  x   0.99993335  =   0.99992363
 GE0399!UTM  15      -   0.99999028  x   1.00021121  =   1.00020148
 GE0399
 GE0399                          SUPERSEDED SURVEY CONTROL
 GE0399
 GE0399  NAD 83(1997)-  36 30 34.86395(N)    090 30 46.52042(W) AD(       ) 3
 GE0399  ELLIP H (02/17/00)   62.00   (m)                       GP(       ) 4 1
 GE0399  NAD 83(1997)-  36 30 34.86412(N)    090 30 46.52041(W) AD(       ) 3
 GE0399  NAD 83(1997)-  36 30 34.86428(N)    090 30 46.52042(W) AD(       ) 3
 GE0399  NAD 83(1986)-  36 30 34.87427(N)    090 30 46.52035(W) AD(       ) 3
 GE0399  NAVD 88 (06/15/91)   90.834  (m)          298.01   (f) ADJUSTED    1 2
 GE0399  NGVD 29 (??/??/92)   90.822  (m)          297.97   (f) ADJ UNCH    1 2
 GE0399
 GE0399.Superseded values are not recommended for survey control.
 GE0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0399.See file dsdata.txt to determine how the superseded data were derived.
 GE0399
 GE0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2272443359(NAD 83)
 GE0399_MARKER: DB = BENCH MARK DISK
 GE0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0399_SP_SET: CONCRETE POST
 GE0399_STAMPING: G 171 1956
 GE0399_MARK LOGO: CGS   
 GE0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0399+STABILITY: SURFACE MOTION
 GE0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0399+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 GE0399
 GE0399  HISTORY     - Date     Condition        Report By
 GE0399  HISTORY     - 1956     MONUMENTED       CGS
 GE0399  HISTORY     - 19891002 GOOD             NGS
 GE0399  HISTORY     - 19900208 GOOD
 GE0399  HISTORY     - 20020323 GOOD             USACE
 GE0399  HISTORY     - 20031210 GOOD             MODNR
 GE0399
 GE0399                          STATION DESCRIPTION
 GE0399
 GE0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0399'3.6 MI S FROM NEELYVILLE.
 GE0399'ABOUT 3.6 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0399'THE STATION AT NEELYVILLE, ABOUT 0.8 MILE NORTH OF THE
 GE0399'MISSOURI-ARKANSAS STATE LINE, ABOUT 5 TELEPHONE POLES SOUTH OF
 GE0399'MILE POLE 184, 46 1/2 FEET WEST OF WEST RAIL, AT AN EAST-WEST
 GE0399'ROAD CROSSING, 30 FEET SOUTH OF CENTER LINE OF ROAD, 57 FEET
 GE0399'SOUTHWEST OF CENTER OF CROSSING, 62 FEET NORTH OF TELEPHONE POLE
 GE0399'NO. 7822, 1 1/2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A
 GE0399'WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK
 GE0399'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GE0399
 GE0399                          STATION RECOVERY (1989)
 GE0399
 GE0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GE0399'STATION IS LOCATED ABOUT 32 KM (19.90 MI) SOUTH-SOUTHWEST OF POPLAR
 GE0399'BLUFF, 6 KM (3.75 MI) SOUTH OF NEELYVILLE, 0.8 KM (0.50 MI) EAST OF
 GE0399'THE BLANKSHIP FARM, AT THE NORTHEAST CORNER OF A FIELD OWNED BY MR.
 GE0399'JAMES TUBBS, AND IN THE WEST R-O-W  OF THE BURLINGTON NORTHERN
 GE0399'RAILROAD, AT A GRAVEL ROAD CROSSING.  OWNERSHIP--BURLINGTON NORTHERN
 GE0399'RAILROAD.  ADJOURNING PROPERTY OWNER IS JAMES TUBBS, PHONE IS
 GE0399'314-989-6302.
 GE0399'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 GE0399'ROUTE 142 LOCATED ABOUT 1.5 KM (0.95 MI) WEST OF NEELYVILLE, GO SOUTH
 GE0399'ALONG U.S. HIGHWAY 67 FOR 5.3 KM (3.30 MI) TO A GRAVEL CROSSROADS,
 GE0399'ROAD TO BIG CANE STATE PARK LEADING EAST AND COUNTY ROAD 276 LEADING
 GE0399'WEST, TURN LEFT AND GO EAST ALONG A GRAVEL ROAD FOR 1.5 KM (0.95 MI)
 GE0399'TO A GRAVEL CROSSROADS, TURN RIGHT AND GO SOUTH ALONG THE GRAVEL ROAD
 GE0399'FOR 0.8 KM (0.50 MI) TO A GRAVEL 1/2 SECTION LINE ROAD ON THE LEFT AND
 GE0399'THREE METAL GRAIN STORAGE BINS ON THE RIGHT, TURN LEFT AND GO EAST
 GE0399'ALONG THE GRAVEL 1/2 SECTION LINE ROAD FOR 0.4 KM (0.25 MI) TO A BNR
 GE0399'CROSSING AND THE STATION ON THE RIGHT IN THE WEST R-O-W OF THE
 GE0399'RAILROAD.
 GE0399'STATION MARK IS SET 9.2 M (30.2 FT) SOUTH OF THE APPROXIMATE CENTER OF
 GE0399'THE GRAVEL ROAD, 14.3 M (46.9 FT) WEST OF THE WEST RAIL, 0.31 M
 GE0399'(1.0 FT) NORTH OF A FIBERGLASS WITNESS POST, FLUSH WITH THE GROUND AND
 GE0399'ABOUT LEVEL WITH THE ROAD.
 GE0399'DESCRIBED BY G.F.S.  ADJACENT PROPERTY OWNER NOTIFIED OF WORK TO BE
 GE0399'DONE, AND PERMISSION GRANTED FOR TREE CLEARING.  DO NOT DRIVE IN MR.
 GE0399'TUBBS FIELD.  CAN PARK IN ROAD.
 GE0399
 GE0399                          STATION RECOVERY (1990)
 GE0399
 GE0399'RECOVERED 1990
 GE0399'RECOVERED IN GOOD CONDITION.
 GE0399
 GE0399                          STATION RECOVERY (2002)
 GE0399
 GE0399'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0399'RECOVERED IN GOOD CONDITION.
 GE0399
 GE0399                          STATION RECOVERY (2003)
 GE0399
 GE0399'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 GE0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0720 ***********************************************************************
 JC0720  DESIGNATION -  G 173
 JC0720  PID         -  JC0720
 JC0720  STATE/COUNTY-  MO/FRANKLIN
 JC0720  USGS QUAD   -  LESLIE (1980)
 JC0720
 JC0720                         *CURRENT SURVEY CONTROL
 JC0720  ___________________________________________________________________
 JC0720* NAD 83(1986)-  38 24 48.     (N)    091 08 19.     (W)     SCALED    
 JC0720* NAVD 88     -       253.569  (meters)     831.92   (feet)  ADJUSTED  
 JC0720  ___________________________________________________________________
 JC0720  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JC0720  DYNAMIC HT  -         253.399 (meters)     831.36  (feet)  COMP
 JC0720  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 JC0720
 JC0720  VERT ORDER  -  SECOND    CLASS 0
 JC0720
 JC0720.The horizontal coordinates were scaled from a topographic map and have
 JC0720.an estimated accuracy of +/- 6 seconds.
 JC0720
 JC0720.The orthometric height was determined by differential leveling
 JC0720.and adjusted by the National Geodetic Survey in June 1991..
 JC0720
 JC0720.The geoid height was determined by GEOID03.
 JC0720
 JC0720.The dynamic height is computed by dividing the NAVD 88
 JC0720.geopotential number by the normal gravity value computed on the
 JC0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0720.degrees latitude (g = 980.6199 gals.).
 JC0720
 JC0720.The modeled gravity was interpolated from observed gravity values.
 JC0720
 JC0720;                    North         East    Units  Estimated Accuracy
 JC0720;SPC MO E     -   286,500.      194,230.      MT  (+/- 180 meters Scaled)
 JC0720
 JC0720                          SUPERSEDED SURVEY CONTROL
 JC0720
 JC0720  NGVD 29 (??/??/92)  253.590  (m)          831.99   (f) ADJ UNCH    2 0
 JC0720
 JC0720.Superseded values are not recommended for survey control.
 JC0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0720.See file dsdata.txt to determine how the superseded data were derived.
 JC0720
 JC0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC625533(NAD 83)
 JC0720_MARKER: DB = BENCH MARK DISK
 JC0720_SETTING: 66 = SET IN ROCK OUTCROP
 JC0720_SP_SET: ROCK OUTCROP
 JC0720_STAMPING: G 173 1940
 JC0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0720+STABILITY: POSITION/ELEVATION WELL
 JC0720
 JC0720  HISTORY     - Date     Condition        Report By
 JC0720  HISTORY     - 1940     MONUMENTED       CGS
 JC0720
 JC0720                          STATION DESCRIPTION
 JC0720
 JC0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JC0720'2.9 MI E FROM BEAUFORT.
 JC0720'2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0720'RAILROAD FROM THE STATION AT BEAUFORT, FRANKLIN COUNTY, 21
 JC0720'POLES WEST OF MILEPOST 68, 100 FEET EAST OF A FARM-ROAD CROSSING,
 JC0720'9 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF A ROCK OUTCROP, 2.2
 JC0720'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 JC0720'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 173 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0136 ***********************************************************************
 HC0136  DESIGNATION -  G 174
 HC0136  PID         -  HC0136
 HC0136  STATE/COUNTY-  MO/WAYNE
 HC0136  USGS QUAD   -  GREENVILLE SW (1966)
 HC0136
 HC0136                         *CURRENT SURVEY CONTROL
 HC0136  ___________________________________________________________________
 HC0136* NAD 83(1986)-  37 03 50.     (N)    090 29 01.     (W)     SCALED    
 HC0136* NAVD 88     -       145.981  (meters)     478.94   (feet)  ADJUSTED  
 HC0136  ___________________________________________________________________
 HC0136  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HC0136  DYNAMIC HT  -         145.865 (meters)     478.56  (feet)  COMP
 HC0136  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 HC0136
 HC0136  VERT ORDER  -  SECOND    CLASS 0
 HC0136
 HC0136.The horizontal coordinates were scaled from a topographic map and have
 HC0136.an estimated accuracy of +/- 6 seconds.
 HC0136
 HC0136.The orthometric height was determined by differential leveling
 HC0136.and adjusted by the National Geodetic Survey in June 1991..
 HC0136
 HC0136.The geoid height was determined by GEOID03.
 HC0136
 HC0136.The dynamic height is computed by dividing the NAVD 88
 HC0136.geopotential number by the normal gravity value computed on the
 HC0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0136.degrees latitude (g = 980.6199 gals.).
 HC0136
 HC0136.The modeled gravity was interpolated from observed gravity values.
 HC0136
 HC0136;                    North         East    Units  Estimated Accuracy
 HC0136;SPC MO E     -   136,540.      251,460.      MT  (+/- 180 meters Scaled)
 HC0136
 HC0136                          SUPERSEDED SURVEY CONTROL
 HC0136
 HC0136  NGVD 29 (??/??/92)  146.026  (m)          479.09   (f) ADJ UNCH    2 0
 HC0136
 HC0136.Superseded values are not recommended for survey control.
 HC0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0136.See file dsdata.txt to determine how the superseded data were derived.
 HC0136
 HC0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB237049(NAD 83)
 HC0136_MARKER: DB = BENCH MARK DISK
 HC0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0136_SP_SET: CULVERT
 HC0136_STAMPING: G 174 1945
 HC0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0136
 HC0136  HISTORY     - Date     Condition        Report By
 HC0136  HISTORY     - 1945     MONUMENTED       CGS
 HC0136  HISTORY     - 1965     MARK NOT FOUND   USGS
 HC0136  HISTORY     - 20020514 MARK NOT FOUND   USACE
 HC0136
 HC0136                          STATION DESCRIPTION
 HC0136
 HC0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HC0136'5.3 MI S FROM GREENVILLE.
 HC0136'5.3 MILES SOUTH ALONG U.S. HIGHWAY 67 FROM THE COUNTY COURTHOUSE
 HC0136'AT GREENVILLE, WAYNE COUNTY, 150 FEET SOUTH OF A SET OF FARM
 HC0136'BUILDINGS ON THE WEST SIDE OF THE HIGHWAY, 40 FEET SOUTH OF A
 HC0136'FENCED GARDEN PLOT, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 HC0136'TOP OF THE WEST HEADWALL, 18 FEET WEST OF THE CENTERLINE OF THE
 HC0136'HIGHWAY, AND 2 INCHES SOUTH OF A CHISELED SQUARE IN THE HEADWALL.
 HC0136'A STANDARD DISK, STAMPED G 174 1945.
 HC0136
 HC0136                          STATION RECOVERY (1965)
 HC0136
 HC0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HC0136'MARK NOT FOUND.
 HC0136
 HC0136                          STATION RECOVERY (2002)
 HC0136
 HC0136'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HC0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0436 ***********************************************************************
 JE0436  DESIGNATION -  G 175
 JE0436  PID         -  JE0436
 JE0436  STATE/COUNTY-  MO/BATES
 JE0436  USGS QUAD   -  PAPINVILLE (1991)
 JE0436
 JE0436                         *CURRENT SURVEY CONTROL
 JE0436  ___________________________________________________________________
 JE0436* NAD 83(1986)-  38 04 34.     (N)    094 07 55.     (W)     SCALED    
 JE0436* NAVD 88     -       223.190  (meters)     732.25   (feet)  ADJUSTED  
 JE0436  ___________________________________________________________________
 JE0436  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JE0436  DYNAMIC HT  -         223.025 (meters)     731.71  (feet)  COMP
 JE0436  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 JE0436
 JE0436  VERT ORDER  -  SECOND    CLASS 0
 JE0436
 JE0436.The horizontal coordinates were scaled from a topographic map and have
 JE0436.an estimated accuracy of +/- 6 seconds.
 JE0436
 JE0436.The orthometric height was determined by differential leveling
 JE0436.and adjusted by the National Geodetic Survey in June 1991..
 JE0436.WARNING-Repeat measurements at this control monument indicate possible
 JE0436.vertical movement.
 JE0436
 JE0436.The geoid height was determined by GEOID03.
 JE0436
 JE0436.The dynamic height is computed by dividing the NAVD 88
 JE0436.geopotential number by the normal gravity value computed on the
 JE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0436.degrees latitude (g = 980.6199 gals.).
 JE0436
 JE0436.The modeled gravity was interpolated from observed gravity values.
 JE0436
 JE0436;                    North         East    Units  Estimated Accuracy
 JE0436;SPC MO W     -   211,960.      882,290.      MT  (+/- 180 meters Scaled)
 JE0436
 JE0436                          SUPERSEDED SURVEY CONTROL
 JE0436
 JE0436  NGVD 29 (??/??/92)  223.083  (m)          731.90   (f) ADJ UNCH    2 0
 JE0436
 JE0436.Superseded values are not recommended for survey control.
 JE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0436.See file dsdata.txt to determine how the superseded data were derived.
 JE0436
 JE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC007148(NAD 83)
 JE0436_MARKER: DB = BENCH MARK DISK
 JE0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0436_SP_SET: CULVERT
 JE0436_STAMPING: G 175 1945
 JE0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0436
 JE0436  HISTORY     - Date     Condition        Report By
 JE0436  HISTORY     - 1945     MONUMENTED       CGS
 JE0436  HISTORY     - 1963     GOOD             NGS
 JE0436
 JE0436                          STATION DESCRIPTION
 JE0436
 JE0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0436'2.6 MI E FROM PRAIRIE CITY.
 JE0436'ABOUT 0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE
 JE0436'EVANGELICAL CHURCH AT PRAIRIE CITY, THENCE 2.45 MILES EAST ALONG
 JE0436'A GRAVELED ROAD, OR 0.2 MILE WEST ALONG MAIN STREET FROM THE
 JE0436'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT ROCKVILLE, THENCE 0.35
 JE0436'MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.65 MILES WEST ALONG
 JE0436'A GRAVELED ROAD, IN SECTION 17, R 29 W, T 38 N, 13 FEET SOUTH
 JE0436'OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 JE0436'AND SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A SMALL CONCRETE
 JE0436'BOX TYPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0876 ***********************************************************************
 HD0876  DESIGNATION -  G 176
 HD0876  PID         -  HD0876
 HD0876  STATE/COUNTY-  MO/ST CLAIR
 HD0876  USGS QUAD   -  ROSCOE (1991)
 HD0876
 HD0876                         *CURRENT SURVEY CONTROL
 HD0876  ___________________________________________________________________
 HD0876* NAD 83(1986)-  37 57 05.     (N)    093 50 50.     (W)     SCALED    
 HD0876* NAVD 88     -       230.750  (meters)     757.05   (feet)  ADJUSTED  
 HD0876  ___________________________________________________________________
 HD0876  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HD0876  DYNAMIC HT  -         230.579 (meters)     756.49  (feet)  COMP
 HD0876  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 HD0876
 HD0876  VERT ORDER  -  SECOND    CLASS 0
 HD0876
 HD0876.The horizontal coordinates were scaled from a topographic map and have
 HD0876.an estimated accuracy of +/- 6 seconds.
 HD0876
 HD0876.The orthometric height was determined by differential leveling
 HD0876.and adjusted by the National Geodetic Survey in June 1991..
 HD0876
 HD0876.The geoid height was determined by GEOID03.
 HD0876
 HD0876.The dynamic height is computed by dividing the NAVD 88
 HD0876.geopotential number by the normal gravity value computed on the
 HD0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0876.degrees latitude (g = 980.6199 gals.).
 HD0876
 HD0876.The modeled gravity was interpolated from observed gravity values.
 HD0876
 HD0876;                    North         East    Units  Estimated Accuracy
 HD0876;SPC MO W     -   198,260.      907,370.      MT  (+/- 180 meters Scaled)
 HD0876
 HD0876                          SUPERSEDED SURVEY CONTROL
 HD0876
 HD0876  NGVD 29 (??/??/92)  230.635  (m)          756.67   (f) ADJ UNCH    2 0
 HD0876
 HD0876.Superseded values are not recommended for survey control.
 HD0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0876.See file dsdata.txt to determine how the superseded data were derived.
 HD0876
 HD0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC255007(NAD 83)
 HD0876_MARKER: DB = BENCH MARK DISK
 HD0876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0876_SP_SET: CULVERT
 HD0876_STAMPING: G 176 1945
 HD0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0876
 HD0876  HISTORY     - Date     Condition        Report By
 HD0876  HISTORY     - 1945     MONUMENTED       CGS
 HD0876  HISTORY     - 1962     GOOD             NGS
 HD0876
 HD0876                          STATION DESCRIPTION
 HD0876
 HD0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0876'2.6 MI SW FROM ROSCOE.
 HD0876'2.6 MILES SOUTHWEST ALONG HIGHWAY 82 FROM THE JUNCTION OF
 HD0876'HIGHWAY 82 AND COUNTY ROAD E AT ROSCOE, IN SECTION 25, T 37 N,
 HD0876'R 27 W, 0.2 MILE WEST OF A FARMHOUSE AT THE TOP OF A SMALL
 HD0876'GRADE, 200 YARDS (PACED) EAST OF A SMALL CONCRETE BRIDGE WITH
 HD0876'CONCRETE RAILS, 19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HD0876'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 HD0876'TOP AND 1 FOOT WEST OF THE EAST END OF THE SOUTH HEADWALL OF A
 HD0876'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0889 ***********************************************************************
 HD0889  DESIGNATION -  G 177
 HD0889  PID         -  HD0889
 HD0889  STATE/COUNTY-  MO/ST CLAIR
 HD0889  USGS QUAD   -  TIFFIN (1991)
 HD0889
 HD0889                         *CURRENT SURVEY CONTROL
 HD0889  ___________________________________________________________________
 HD0889* NAD 83(1986)-  37 58 36.     (N)    093 56 14.     (W)     SCALED    
 HD0889* NAVD 88     -       245.385  (meters)     805.07   (feet)  ADJUSTED  
 HD0889  ___________________________________________________________________
 HD0889  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HD0889  DYNAMIC HT  -         245.204 (meters)     804.47  (feet)  COMP
 HD0889  MODELED GRAV-     979,885.8   (mgal)                       NAVD 88
 HD0889
 HD0889  VERT ORDER  -  SECOND    CLASS 0
 HD0889
 HD0889.The horizontal coordinates were scaled from a topographic map and have
 HD0889.an estimated accuracy of +/- 6 seconds.
 HD0889
 HD0889.The orthometric height was determined by differential leveling
 HD0889.and adjusted by the National Geodetic Survey in June 1991..
 HD0889
 HD0889.The geoid height was determined by GEOID03.
 HD0889
 HD0889.The dynamic height is computed by dividing the NAVD 88
 HD0889.geopotential number by the normal gravity value computed on the
 HD0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0889.degrees latitude (g = 980.6199 gals.).
 HD0889
 HD0889.The modeled gravity was interpolated from observed gravity values.
 HD0889
 HD0889;                    North         East    Units  Estimated Accuracy
 HD0889;SPC MO W     -   201,010.      899,440.      MT  (+/- 180 meters Scaled)
 HD0889
 HD0889                          SUPERSEDED SURVEY CONTROL
 HD0889
 HD0889  NGVD 29 (??/??/92)  245.279  (m)          804.72   (f) ADJ UNCH    2 0
 HD0889
 HD0889.Superseded values are not recommended for survey control.
 HD0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0889.See file dsdata.txt to determine how the superseded data were derived.
 HD0889
 HD0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC176036(NAD 83)
 HD0889_MARKER: DB = BENCH MARK DISK
 HD0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0889_STAMPING: G 177 1945
 HD0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0889+STABILITY: SURFACE MOTION
 HD0889
 HD0889  HISTORY     - Date     Condition        Report By
 HD0889  HISTORY     - 1945     MONUMENTED       CGS
 HD0889  HISTORY     - 1962     GOOD             NGS
 HD0889  HISTORY     - 1965     GOOD             NGS
 HD0889
 HD0889                          STATION DESCRIPTION
 HD0889
 HD0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0889'2.5 MI N FROM TIFFIN.
 HD0889'1.0 MILE NORTHWEST ALONG COUNTY ROAD O FROM THE JUNCTION OF
 HD0889'STATE HIGHWAY 82 AND COUNTY ROAD O AT TIFFIN, THENCE 1.0 MILE
 HD0889'NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE EAST ALONG A DIRT ROAD,
 HD0889'IN SECTION 18, T 37 N, R 27 W, AT A ROAD INTERSECTION, 16 1/2 FEET
 HD0889'NORTH OF THE CENTER LINE OF THE ROAD 45 FEET EAST OF A CEDAR
 HD0889'TREE WHICH IS IN A FENCE LINE, 1 FOOT SOUTH OF A FENCE, 0.7
 HD0889'FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 HD0889'CONCRETE POST PROJECTING 4 INCHES.
 HD0889
 HD0889                          STATION RECOVERY (1965)
 HD0889
 HD0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HD0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1548 ***********************************************************************
 HD1548  DESIGNATION -  G 177 RESET
 HD1548  PID         -  HD1548
 HD1548  STATE/COUNTY-  MO/ST CLAIR
 HD1548  USGS QUAD   -  TIFFIN (1991)
 HD1548
 HD1548                         *CURRENT SURVEY CONTROL
 HD1548  ___________________________________________________________________
 HD1548* NAD 83(1986)-  37 58 36.     (N)    093 56 14.     (W)     SCALED    
 HD1548* NAVD 88     -       245.33   (meters)     804.9    (feet)  RESET     
 HD1548  ___________________________________________________________________
 HD1548  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HD1548
 HD1548  VERT ORDER  -  THIRD
 HD1548
 HD1548.The horizontal coordinates were scaled from a topographic map and have
 HD1548.an estimated accuracy of +/- 6 seconds.
 HD1548
 HD1548.The orthometric height was computed from unverified reset data.
 HD1548.No vertical observational check was made to the station.
 HD1548
 HD1548.The geoid height was determined by GEOID03.
 HD1548
 HD1548;                    North         East    Units  Estimated Accuracy
 HD1548;SPC MO W     -   201,010.      899,440.      MT  (+/- 180 meters Scaled)
 HD1548
 HD1548                          SUPERSEDED SURVEY CONTROL
 HD1548
 HD1548  NGVD 29 (02/22/06)  245.23   (m)          804.6    (f) RESET       3  
 HD1548
 HD1548.Superseded values are not recommended for survey control.
 HD1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1548.See file dsdata.txt to determine how the superseded data were derived.
 HD1548
 HD1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC176036(NAD 83)
 HD1548_MARKER: DB = BENCH MARK DISK
 HD1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1548_SP_SET: CONCRETE POST
 HD1548_STAMPING: G 177 RESET 1976
 HD1548_MARK LOGO: NGS   
 HD1548_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1548+STABILITY: SURFACE MOTION
 HD1548
 HD1548  HISTORY     - Date     Condition        Report By
 HD1548  HISTORY     - 1976     MONUMENTED       NGS
 HD1548
 HD1548                          STATION DESCRIPTION
 HD1548
 HD1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HD1548'1.0 MILE NORTHWEST ALONG COUNTY ROAD O FROM THE JUNCTION OF STATE
 HD1548'HIGHWAY 82 AND COUNTY ROAD O IN TIFFIN, THENCE 1.0 MILE NORTH ALONG A
 HD1548'DIRT ROAD, THENCE 0.5 MILE EAST ALONG A DIRT ROAD, 26.0 FEET SOUTH OF
 HD1548'CENTERLINE OF GRAVEL ROAD, AND 33.0 FEET WEST OF A CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0617 ***********************************************************************
 HD0617  DESIGNATION -  G 178
 HD0617  PID         -  HD0617
 HD0617  STATE/COUNTY-  MO/POLK
 HD0617  USGS QUAD   -  POLK (1950)
 HD0617
 HD0617                         *CURRENT SURVEY CONTROL
 HD0617  ___________________________________________________________________
 HD0617* NAD 83(1986)-  37 41 41.     (N)    093 21 55.     (W)     SCALED    
 HD0617* NAVD 88     -       327.553  (meters)    1074.65   (feet)  ADJUSTED  
 HD0617  ___________________________________________________________________
 HD0617  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HD0617  DYNAMIC HT  -         327.306 (meters)    1073.84  (feet)  COMP
 HD0617  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 HD0617
 HD0617  VERT ORDER  -  SECOND    CLASS 0
 HD0617
 HD0617.The horizontal coordinates were scaled from a topographic map and have
 HD0617.an estimated accuracy of +/- 6 seconds.
 HD0617
 HD0617.The orthometric height was determined by differential leveling
 HD0617.and adjusted by the National Geodetic Survey in June 1991..
 HD0617
 HD0617.The geoid height was determined by GEOID03.
 HD0617
 HD0617.The dynamic height is computed by dividing the NAVD 88
 HD0617.geopotential number by the normal gravity value computed on the
 HD0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0617.degrees latitude (g = 980.6199 gals.).
 HD0617
 HD0617.The modeled gravity was interpolated from observed gravity values.
 HD0617
 HD0617;                    North         East    Units  Estimated Accuracy
 HD0617;SPC MO C     -   206,900.      423,690.      MT  (+/- 180 meters Scaled)
 HD0617
 HD0617                          SUPERSEDED SURVEY CONTROL
 HD0617
 HD0617  NGVD 29 (??/??/92)  327.442  (m)         1074.28   (f) ADJ UNCH    2 0
 HD0617
 HD0617.Superseded values are not recommended for survey control.
 HD0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0617.See file dsdata.txt to determine how the superseded data were derived.
 HD0617
 HD0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB677720(NAD 83)
 HD0617_MARKER: DB = BENCH MARK DISK
 HD0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0617_STAMPING: G 178 1945
 HD0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0617+STABILITY: SURFACE MOTION
 HD0617
 HD0617  HISTORY     - Date     Condition        Report By
 HD0617  HISTORY     - 1945     MONUMENTED       CGS
 HD0617
 HD0617                          STATION DESCRIPTION
 HD0617
 HD0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0617'6.8 MI N FROM BOLIVAR.
 HD0617'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK COUNTY,
 HD0617'ALONG STATE HIGHWAY NO. 64 THENCE 6.1 MILES NORTH ALONG COUNTY
 HD0617'HIGHWAY D, TO SITE OF MARK, ON THE SOUTH SLOPE OF A HILL, 0.1
 HD0617'MILE SOUTH OF A FARMHOUSE, 30.6 FEET WEST AND LEVEL WITH THE
 HD0617'CENTERLINE OF THE HIGHWAY, 17.7 FEET NORTH OF A 16-INCH OAK
 HD0617'TREE, 10.0 FEET NORTHEAST OF A 20-INCH OAK TREE, 2.5 FEET EAST
 HD0617'OF A FENCE CORNER AND 1.0 FOOT SOUTH OF A 4-BY-4 INCH MARKER POST.
 HD0617'A BRONZE DISK, STAMPED G 178 1945 AND SET IN THE TOP OF A
 HD0617'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0585 ***********************************************************************
 HD0585  DESIGNATION -  G 179
 HD0585  PID         -  HD0585
 HD0585  STATE/COUNTY-  MO/HICKORY
 HD0585  USGS QUAD   -  HERMITAGE (1982)
 HD0585
 HD0585                         *CURRENT SURVEY CONTROL
 HD0585  ___________________________________________________________________
 HD0585* NAD 83(1986)-  37 54 50.     (N)    093 20 26.     (W)     SCALED    
 HD0585* NAVD 88     -       276.501  (meters)     907.15   (feet)  ADJUSTED  
 HD0585  ___________________________________________________________________
 HD0585  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HD0585  DYNAMIC HT  -         276.298 (meters)     906.49  (feet)  COMP
 HD0585  MODELED GRAV-     979,885.5   (mgal)                       NAVD 88
 HD0585
 HD0585  VERT ORDER  -  SECOND    CLASS 0
 HD0585
 HD0585.The horizontal coordinates were scaled from a topographic map and have
 HD0585.an estimated accuracy of +/- 6 seconds.
 HD0585
 HD0585.The orthometric height was determined by differential leveling
 HD0585.and adjusted by the National Geodetic Survey in June 1991..
 HD0585
 HD0585.The geoid height was determined by GEOID03.
 HD0585
 HD0585.The dynamic height is computed by dividing the NAVD 88
 HD0585.geopotential number by the normal gravity value computed on the
 HD0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0585.degrees latitude (g = 980.6199 gals.).
 HD0585
 HD0585.The modeled gravity was interpolated from observed gravity values.
 HD0585
 HD0585;                    North         East    Units  Estimated Accuracy
 HD0585;SPC MO C     -   231,210.      426,090.      MT  (+/- 180 meters Scaled)
 HD0585
 HD0585                          SUPERSEDED SURVEY CONTROL
 HD0585
 HD0585  NGVD 29 (??/??/92)  276.390  (m)          906.79   (f) ADJ UNCH    2 0
 HD0585
 HD0585.Superseded values are not recommended for survey control.
 HD0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0585.See file dsdata.txt to determine how the superseded data were derived.
 HD0585
 HD0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB700963(NAD 83)
 HD0585_MARKER: DB = BENCH MARK DISK
 HD0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0585_STAMPING: G 179 1945
 HD0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0585+STABILITY: SURFACE MOTION
 HD0585
 HD0585  HISTORY     - Date     Condition        Report By
 HD0585  HISTORY     - 1945     MONUMENTED       CGS
 HD0585
 HD0585                          STATION DESCRIPTION
 HD0585
 HD0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0585'3.1 MI SW FROM HERMITAGE.
 HD0585'0.6 MILE SOUTH FROM THE COURT HOUSE AT HERMITAGE, HICKORY COUNTY,
 HD0585'ALONG COUNTY HIGHWAY K, THENCE 2.5 MILES SOUTHWEST ALONG A
 HD0585'GRAVELED ROAD TO SITE OF MARK, 100 YARDS NORTHEAST OF A FARMHOUSE,
 HD0585'30.0 FEET SOUTHWEST AND 1.0 FOOT HIGHER THAN THE CENTERLINE OF THE
 HD0585'ROAD, 15.0 FEET SOUTHEAST OF A DRIVE LEADING TO A FARMHOUSE AND
 HD0585'1.0 FOOT EAST OF A 4-BY-4 INCH MARKER POST.  A BRONZED DISK,
 HD0585'STAMPED G 179 1945 SET IN THE TOP OF A CONCRETE POST PROJECTING
 HD0585'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0334 ***********************************************************************
 LE0334  DESIGNATION -  G 18
 LE0334  PID         -  LE0334
 LE0334  STATE/COUNTY-  MO/HARRISON
 LE0334  USGS QUAD   -  GILMAN CITY EAST (1984)
 LE0334
 LE0334                         *CURRENT SURVEY CONTROL
 LE0334  ___________________________________________________________________
 LE0334* NAD 83(1986)-  40 08 12.     (N)    093 49 14.     (W)     SCALED    
 LE0334* NAVD 88     -       257.591  (meters)     845.11   (feet)  ADJUSTED  
 LE0334  ___________________________________________________________________
 LE0334  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LE0334  DYNAMIC HT  -         257.451 (meters)     844.65  (feet)  COMP
 LE0334  MODELED GRAV-     980,077.1   (mgal)                       NAVD 88
 LE0334
 LE0334  VERT ORDER  -  FIRST     CLASS II
 LE0334
 LE0334.The horizontal coordinates were scaled from a topographic map and have
 LE0334.an estimated accuracy of +/- 6 seconds.
 LE0334
 LE0334.The orthometric height was determined by differential leveling
 LE0334.and adjusted by the National Geodetic Survey in June 1991..
 LE0334
 LE0334.The geoid height was determined by GEOID03.
 LE0334
 LE0334.The dynamic height is computed by dividing the NAVD 88
 LE0334.geopotential number by the normal gravity value computed on the
 LE0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0334.degrees latitude (g = 980.6199 gals.).
 LE0334
 LE0334.The modeled gravity was interpolated from observed gravity values.
 LE0334
 LE0334;                    North         East    Units  Estimated Accuracy
 LE0334;SPC MO W     -   440,860.      907,900.      MT  (+/- 180 meters Scaled)
 LE0334
 LE0334                          SUPERSEDED SURVEY CONTROL
 LE0334
 LE0334  NGVD 29 (??/??/92)  257.541  (m)          844.95   (f) ADJ UNCH    1 2
 LE0334
 LE0334.Superseded values are not recommended for survey control.
 LE0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0334.See file dsdata.txt to determine how the superseded data were derived.
 LE0334
 LE0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE300432(NAD 83)
 LE0334_MARKER: DB = BENCH MARK DISK
 LE0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0334_STAMPING: G 18 1933
 LE0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0334+STABILITY: SURFACE MOTION
 LE0334
 LE0334  HISTORY     - Date     Condition        Report By
 LE0334  HISTORY     - 1933     MONUMENTED       CGS
 LE0334  HISTORY     - 1967     GOOD             NGS
 LE0334
 LE0334                          STATION DESCRIPTION
 LE0334
 LE0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0334'3 MI W FROM GILMAN CITY.
 LE0334'FROM THE MAIN INTERSECTION AT THE NORTHEAST EDGE OF GILMAN CITY
 LE0334'GO EAST ON STATE HIGHWAY 146 FOR 2.7 MILES TO CROSSROADS, THENCE
 LE0334'RIGHT FOR 0.7 MILE TO SITE OF MARK ON THE RIGHT.  THE LAST 0.5
 LE0334'MILE TO ROAD HAS BEEN ABANDONED.  THE LAND OWNER, MR. F.R. LOWE,
 LE0334'LIVES ABOUT 1.0 MILE WEST-NORTHWEST OF THE SITE.  HE REPORTED
 LE0334'THAT HE THOUGHT THE MARK WAS STILL IN PLACE.  HE ALSO REPORTED
 LE0334'THAT HE REMEMBERED THE MARK TO BE IN A ROCK LEDGE RATHER THAN IN
 LE0334'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1330 ***********************************************************************
 JD1330  DESIGNATION -  G 180
 JD1330  PID         -  JD1330
 JD1330  STATE/COUNTY-  MO/BENTON
 JD1330  USGS QUAD   -  WARSAW EAST (1982)
 JD1330
 JD1330                         *CURRENT SURVEY CONTROL
 JD1330  ___________________________________________________________________
 JD1330* NAD 83(1986)-  38 08 41.     (N)    093 22 13.     (W)     SCALED    
 JD1330* NAVD 88     -       221.735  (meters)     727.48   (feet)  ADJUSTED  
 JD1330  ___________________________________________________________________
 JD1330  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JD1330  DYNAMIC HT  -         221.576 (meters)     726.95  (feet)  COMP
 JD1330  MODELED GRAV-     979,908.3   (mgal)                       NAVD 88
 JD1330
 JD1330  VERT ORDER  -  SECOND    CLASS 0
 JD1330
 JD1330.The horizontal coordinates were scaled from a topographic map and have
 JD1330.an estimated accuracy of +/- 6 seconds.
 JD1330
 JD1330.The orthometric height was determined by differential leveling
 JD1330.and adjusted by the National Geodetic Survey in June 1991..
 JD1330
 JD1330.The geoid height was determined by GEOID03.
 JD1330
 JD1330.The dynamic height is computed by dividing the NAVD 88
 JD1330.geopotential number by the normal gravity value computed on the
 JD1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1330.degrees latitude (g = 980.6199 gals.).
 JD1330
 JD1330.The modeled gravity was interpolated from observed gravity values.
 JD1330
 JD1330;                    North         East    Units  Estimated Accuracy
 JD1330;SPC MO C     -   256,850.      423,720.      MT  (+/- 180 meters Scaled)
 JD1330
 JD1330                          SUPERSEDED SURVEY CONTROL
 JD1330
 JD1330  NGVD 29 (??/??/92)  221.619  (m)          727.10   (f) ADJ UNCH    2 0
 JD1330
 JD1330.Superseded values are not recommended for survey control.
 JD1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1330.See file dsdata.txt to determine how the superseded data were derived.
 JD1330
 JD1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC675219(NAD 83)
 JD1330_MARKER: DB = BENCH MARK DISK
 JD1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1330_STAMPING: G 180 1945
 JD1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1330+STABILITY: SURFACE MOTION
 JD1330
 JD1330  HISTORY     - Date     Condition        Report By
 JD1330  HISTORY     - 1945     MONUMENTED       CGS
 JD1330
 JD1330                          STATION DESCRIPTION
 JD1330
 JD1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JD1330'9.6 MI S FROM WARSAW.
 JD1330'TO REACH FROM THE COURT HOUSE AT WARSAW GO 0.2 MILE NORTHEAST
 JD1330'ALONG STATE HIGHWAY 35, 1.0 MILE EAST ALONG A GRAVELED ROAD,
 JD1330'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 65, 5 MILES SOUTHWEST
 JD1330'ALONG STATE HIGHWAY 83, 1.7 MILES SOUTHEAST ALONG THE AVERY
 JD1330'ROAD TO THE SITE OF THE MARK, 200 YARDS SOUTHEAST OF A FARMHOUSE,
 JD1330'12 FEET WEST AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF THE
 JD1330'ROAD, ON THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 JD1330'2-BY-12 INCH CONCRETE CULVERT.  AN IRON DISK, STAMPED G 180
 JD1330'1945 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0914 ***********************************************************************
 HD0914  DESIGNATION -  G 181
 HD0914  PID         -  HD0914
 HD0914  STATE/COUNTY-  MO/ST CLAIR
 HD0914  USGS QUAD   -  WEAUBLEAU (1991)
 HD0914
 HD0914                         *CURRENT SURVEY CONTROL
 HD0914  ___________________________________________________________________
 HD0914* NAD 83(1986)-  37 56 39.     (N)    093 36 52.     (W)     SCALED    
 HD0914* NAVD 88     -       270.856  (meters)     888.63   (feet)  ADJUSTED  
 HD0914  ___________________________________________________________________
 HD0914  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HD0914  DYNAMIC HT  -         270.655 (meters)     887.97  (feet)  COMP
 HD0914  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 HD0914
 HD0914  VERT ORDER  -  SECOND    CLASS 0
 HD0914
 HD0914.The horizontal coordinates were scaled from a topographic map and have
 HD0914.an estimated accuracy of +/- 6 seconds.
 HD0914
 HD0914.The orthometric height was determined by differential leveling
 HD0914.and adjusted by the National Geodetic Survey in June 1991..
 HD0914
 HD0914.The geoid height was determined by GEOID03.
 HD0914
 HD0914.The dynamic height is computed by dividing the NAVD 88
 HD0914.geopotential number by the normal gravity value computed on the
 HD0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0914.degrees latitude (g = 980.6199 gals.).
 HD0914
 HD0914.The modeled gravity was interpolated from observed gravity values.
 HD0914
 HD0914;                    North         East    Units  Estimated Accuracy
 HD0914;SPC MO W     -   197,620.      927,840.      MT  (+/- 180 meters Scaled)
 HD0914
 HD0914                          SUPERSEDED SURVEY CONTROL
 HD0914
 HD0914  NGVD 29 (??/??/92)  270.748  (m)          888.28   (f) ADJ UNCH    2 0
 HD0914
 HD0914.Superseded values are not recommended for survey control.
 HD0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0914.See file dsdata.txt to determine how the superseded data were derived.
 HD0914
 HD0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB460997(NAD 83)
 HD0914_MARKER: DB = BENCH MARK DISK
 HD0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0914_STAMPING: G 181 1945
 HD0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0914+STABILITY: SURFACE MOTION
 HD0914
 HD0914  HISTORY     - Date     Condition        Report By
 HD0914  HISTORY     - 1945     MONUMENTED       CGS
 HD0914  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0914
 HD0914                          STATION DESCRIPTION
 HD0914
 HD0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0914'3.1 MI SW FROM GERSTER.
 HD0914'3.1 MILES SOUTHWEST FROM THE BAPTIST CHURCH AT GERSTER, ST. CLAIR
 HD0914'COUNTY, BENCH MARK IS 19.5 FEET SOUTHWEST OF AND 1.0 FOOT
 HD0914'LOWER THAN THE CENTERLINE OF THE ROAD, 9.0 FEET SOUTHEAST OF A
 HD0914'POWER POLE AND 1.0 FOOT SOUTH OF A 4 X 4 MARKER POST.  AN IRON
 HD0914'DISK STAMPED G 181 1945 AND SET IN THE TOP OF A CONCRETE POST
 HD0914'WHICH PROJECTS 5 INCHES ABOVE GROUND.
 HD0914
 HD0914                          STATION RECOVERY (1988)
 HD0914
 HD0914'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBD)
 HD0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0189 ***********************************************************************
 JE0189  DESIGNATION -  G 182
 JE0189  PID         -  JE0189
 JE0189  STATE/COUNTY-  MO/CASS
 JE0189  USGS QUAD   -  GARDEN CITY (1954)
 JE0189
 JE0189                         *CURRENT SURVEY CONTROL
 JE0189  ___________________________________________________________________
 JE0189* NAD 83(1986)-  38 30 43.     (N)    094 11 44.     (W)     SCALED    
 JE0189* NAVD 88     -       279.938  (meters)     918.43   (feet)  ADJUSTED  
 JE0189  ___________________________________________________________________
 JE0189  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JE0189  DYNAMIC HT  -         279.745 (meters)     917.80  (feet)  COMP
 JE0189  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 JE0189
 JE0189  VERT ORDER  -  SECOND    CLASS 0
 JE0189
 JE0189.The horizontal coordinates were scaled from a topographic map and have
 JE0189.an estimated accuracy of +/- 6 seconds.
 JE0189
 JE0189.The orthometric height was determined by differential leveling
 JE0189.and adjusted by the National Geodetic Survey in June 1991..
 JE0189
 JE0189.The geoid height was determined by GEOID03.
 JE0189
 JE0189.The dynamic height is computed by dividing the NAVD 88
 JE0189.geopotential number by the normal gravity value computed on the
 JE0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0189.degrees latitude (g = 980.6199 gals.).
 JE0189
 JE0189.The modeled gravity was interpolated from observed gravity values.
 JE0189
 JE0189;                    North         East    Units  Estimated Accuracy
 JE0189;SPC MO W     -   260,320.      876,550.      MT  (+/- 180 meters Scaled)
 JE0189
 JE0189                          SUPERSEDED SURVEY CONTROL
 JE0189
 JE0189  NGVD 29 (??/??/92)  279.810  (m)          918.01   (f) ADJ UNCH    2 0
 JE0189
 JE0189.Superseded values are not recommended for survey control.
 JE0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0189.See file dsdata.txt to determine how the superseded data were derived.
 JE0189
 JE0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC957632(NAD 83)
 JE0189_MARKER: DB = BENCH MARK DISK
 JE0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0189_STAMPING: G 182 1945
 JE0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0189+STABILITY: SURFACE MOTION
 JE0189
 JE0189  HISTORY     - Date     Condition        Report By
 JE0189  HISTORY     - 1945     MONUMENTED       CGS
 JE0189  HISTORY     - 1963     GOOD             NGS
 JE0189
 JE0189                          STATION DESCRIPTION
 JE0189
 JE0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0189'1.8 MI N FROM DAYTON.
 JE0189'ABOUT 1.85 MILES NORTH ALONG STATE ROAD F FROM THE COMMUNITY
 JE0189'CHURCH AT DAYTON, 30 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JE0189'75 FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 69
 JE0189'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 32 FEET
 JE0189'SOUTH OF A CORNER FENCE POST, 1 1/2 FEET EAST OF A FENCE, 1.0
 JE0189'FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 JE0189'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0189'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1801 ***********************************************************************
 JD1801  DESIGNATION -  G 184
 JD1801  PID         -  JD1801
 JD1801  STATE/COUNTY-  MO/JOHNSON
 JD1801  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1801
 JD1801                         *CURRENT SURVEY CONTROL
 JD1801  ___________________________________________________________________
 JD1801* NAD 83(1986)-  38 45 45.     (N)    093 43 35.     (W)     SCALED    
 JD1801* NAVD 88     -       251.621  (meters)     825.53   (feet)  ADJUSTED  
 JD1801  ___________________________________________________________________
 JD1801  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1801  DYNAMIC HT  -         251.451 (meters)     824.97  (feet)  COMP
 JD1801  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 JD1801
 JD1801  VERT ORDER  -  FIRST     CLASS II
 JD1801
 JD1801.The horizontal coordinates were scaled from a topographic map and have
 JD1801.an estimated accuracy of +/- 6 seconds.
 JD1801
 JD1801.The orthometric height was determined by differential leveling
 JD1801.and adjusted by the National Geodetic Survey in June 1991..
 JD1801
 JD1801.The geoid height was determined by GEOID03.
 JD1801
 JD1801.The dynamic height is computed by dividing the NAVD 88
 JD1801.geopotential number by the normal gravity value computed on the
 JD1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1801.degrees latitude (g = 980.6199 gals.).
 JD1801
 JD1801.The modeled gravity was interpolated from observed gravity values.
 JD1801
 JD1801;                    North         East    Units  Estimated Accuracy
 JD1801;SPC MO W     -   288,370.      917,240.      MT  (+/- 180 meters Scaled)
 JD1801
 JD1801                          SUPERSEDED SURVEY CONTROL
 JD1801
 JD1801  NGVD 29 (??/??/92)  251.528  (m)          825.22   (f) ADJ UNCH    1 2
 JD1801
 JD1801.Superseded values are not recommended for survey control.
 JD1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1801.See file dsdata.txt to determine how the superseded data were derived.
 JD1801
 JD1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC368906(NAD 83)
 JD1801_MARKER: DB = BENCH MARK DISK
 JD1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1801_STAMPING: G 184 1945
 JD1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1801+STABILITY: SURFACE MOTION
 JD1801
 JD1801  HISTORY     - Date     Condition        Report By
 JD1801  HISTORY     - 1945     MONUMENTED       CGS
 JD1801  HISTORY     - 1963     GOOD             NGS
 JD1801  HISTORY     - 19911106 GOOD             LOCSUR
 JD1801
 JD1801                          STATION DESCRIPTION
 JD1801
 JD1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1801'0.8 MI E FROM WARRENSBURG.
 JD1801'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1801'STATION AT WARRENSBURG, 24 FEET WEST OF THE CENTERLINE OF
 JD1801'MITCHELL STREET, 18 FEET NORTH OF THE NORTH RAIL, 8 FEET WEST
 JD1801'OF A RAILROAD CROSSING SIGN, 1 FOOT WEST OF A WITNESS POST, ABOUT
 JD1801'1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 JD1801'CONCRETE POST PROJECTING 0.5 FOOT.
 JD1801
 JD1801                          STATION RECOVERY (1991)
 JD1801
 JD1801'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991 (ETA)
 JD1801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0693 ***********************************************************************
 JD0693  DESIGNATION -  G 185
 JD0693  PID         -  JD0693
 JD0693  STATE/COUNTY-  MO/PETTIS
 JD0693  USGS QUAD   -  HUGHESVILLE (1973)
 JD0693
 JD0693                         *CURRENT SURVEY CONTROL
 JD0693  ___________________________________________________________________
 JD0693* NAD 83(1986)-  38 45 40.     (N)    093 22 29.     (W)     SCALED    
 JD0693* NAVD 88     -       259.891  (meters)     852.66   (feet)  ADJUSTED  
 JD0693  ___________________________________________________________________
 JD0693  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD0693  DYNAMIC HT  -         259.716 (meters)     852.08  (feet)  COMP
 JD0693  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 JD0693
 JD0693  VERT ORDER  -  FIRST     CLASS II
 JD0693
 JD0693.The horizontal coordinates were scaled from a topographic map and have
 JD0693.an estimated accuracy of +/- 6 seconds.
 JD0693
 JD0693.The orthometric height was determined by differential leveling
 JD0693.and adjusted by the National Geodetic Survey in June 1991..
 JD0693
 JD0693.The geoid height was determined by GEOID03.
 JD0693
 JD0693.The dynamic height is computed by dividing the NAVD 88
 JD0693.geopotential number by the normal gravity value computed on the
 JD0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0693.degrees latitude (g = 980.6199 gals.).
 JD0693
 JD0693.The modeled gravity was interpolated from observed gravity values.
 JD0693
 JD0693;                    North         East    Units  Estimated Accuracy
 JD0693;SPC MO C     -   325,280.      423,980.      MT  (+/- 180 meters Scaled)
 JD0693
 JD0693                          SUPERSEDED SURVEY CONTROL
 JD0693
 JD0693  NGVD 29 (??/??/92)  259.803  (m)          852.37   (f) ADJ UNCH    1 2
 JD0693
 JD0693.Superseded values are not recommended for survey control.
 JD0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0693.See file dsdata.txt to determine how the superseded data were derived.
 JD0693
 JD0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC674903(NAD 83)
 JD0693_MARKER: DB = BENCH MARK DISK
 JD0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0693_STAMPING: G 185 1945
 JD0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0693+STABILITY: SURFACE MOTION
 JD0693
 JD0693  HISTORY     - Date     Condition        Report By
 JD0693  HISTORY     - 1945     MONUMENTED       CGS
 JD0693  HISTORY     - 1963     GOOD             NGS
 JD0693
 JD0693                          STATION DESCRIPTION
 JD0693
 JD0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0693'8.9 MI W FROM SEDALIA.
 JD0693'ABOUT 8.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0693'THE STATION AT SEDALIA, OR 10.2 MILES EAST ALONG THE MISSOURI
 JD0693'PACIFIC RAILROAD FROM THE STATION AT KNOB NOSTER, NEAR A ROAD
 JD0693'CROSSING, 90 FEET SOUTHEAST OF MILEPOLE 198, SOUTH OF THE SOUTH
 JD0693'RAIL, 109 FEET WEST OF THE CENTERLINE OF THE ROAD, 41 FEET NORTH
 JD0693'OF THE CENTERLINE OF U.S. HIGHWAY 50, 17 FEET EAST OF A TELEPHONE
 JD0693'POLE, 1.0 FOOT FROM A WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 JD0693'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0398 ***********************************************************************
 JD0398  DESIGNATION -  G 186
 JD0398  PID         -  JD0398
 JD0398  STATE/COUNTY-  MO/COOPER
 JD0398  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0398
 JD0398                         *CURRENT SURVEY CONTROL
 JD0398  ___________________________________________________________________
 JD0398* NAD 83(1986)-  38 42 16.     (N)    092 57 51.     (W)     SCALED    
 JD0398* NAVD 88     -       216.523  (meters)     710.38   (feet)  ADJUSTED  
 JD0398  ___________________________________________________________________
 JD0398  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0398  DYNAMIC HT  -         216.378 (meters)     709.90  (feet)  COMP
 JD0398  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 JD0398
 JD0398  VERT ORDER  -  FIRST     CLASS II
 JD0398
 JD0398.The horizontal coordinates were scaled from a topographic map and have
 JD0398.an estimated accuracy of +/- 6 seconds.
 JD0398
 JD0398.The orthometric height was determined by differential leveling
 JD0398.and adjusted by the National Geodetic Survey in June 1991..
 JD0398
 JD0398.The geoid height was determined by GEOID03.
 JD0398
 JD0398.The dynamic height is computed by dividing the NAVD 88
 JD0398.geopotential number by the normal gravity value computed on the
 JD0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0398.degrees latitude (g = 980.6199 gals.).
 JD0398
 JD0398.The modeled gravity was interpolated from observed gravity values.
 JD0398
 JD0398;                    North         East    Units  Estimated Accuracy
 JD0398;SPC MO C     -   318,730.      459,630.      MT  (+/- 180 meters Scaled)
 JD0398
 JD0398                          SUPERSEDED SURVEY CONTROL
 JD0398
 JD0398  NGVD 29 (??/??/92)  216.432  (m)          710.08   (f) ADJ UNCH    1 2
 JD0398
 JD0398.Superseded values are not recommended for survey control.
 JD0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0398.See file dsdata.txt to determine how the superseded data were derived.
 JD0398
 JD0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC031839(NAD 83)
 JD0398_MARKER: DB = BENCH MARK DISK
 JD0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0398_SP_SET: CONCRETE BASE
 JD0398_STAMPING: G 186 1945
 JD0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0398
 JD0398  HISTORY     - Date     Condition        Report By
 JD0398  HISTORY     - 1945     MONUMENTED       CGS
 JD0398  HISTORY     - 1963     GOOD             NGS
 JD0398
 JD0398                          STATION DESCRIPTION
 JD0398
 JD0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0398'2 MI E FROM OTTERVILLE.
 JD0398'ABOUT 2.05 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0398'THE STATION AT OTTERVILLE, AT MILEPOLE 173-30, SET IN THE TOP
 JD0398'OF THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR SEMAPHORE NO.
 JD0398'1737, 7.2 FEET NORTH OF THE NORTH RAIL, 0.5 FOOT NORTHWEST OF THE
 JD0398'SOUTHWEST CORNER OF THE CONCRETE BASE, AND ABOUT 1 FOOT ABOVE THE
 JD0398'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0329 ***********************************************************************
 JD0329  DESIGNATION -  G 187
 JD0329  PID         -  JD0329
 JD0329  STATE/COUNTY-  MO/MONITEAU
 JD0329  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD0329
 JD0329                         *CURRENT SURVEY CONTROL
 JD0329  ___________________________________________________________________
 JD0329* NAD 83(1986)-  38 37 36.     (N)    092 31 32.     (W)     SCALED    
 JD0329* NAVD 88     -       270.705  (meters)     888.14   (feet)  ADJUSTED  
 JD0329  ___________________________________________________________________
 JD0329  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD0329  DYNAMIC HT  -         270.521 (meters)     887.53  (feet)  COMP
 JD0329  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 JD0329
 JD0329  VERT ORDER  -  FIRST     CLASS II
 JD0329
 JD0329.The horizontal coordinates were scaled from a topographic map and have
 JD0329.an estimated accuracy of +/- 6 seconds.
 JD0329
 JD0329.The orthometric height was determined by differential leveling
 JD0329.and adjusted by the National Geodetic Survey in June 1991..
 JD0329
 JD0329.The geoid height was determined by GEOID03.
 JD0329
 JD0329.The dynamic height is computed by dividing the NAVD 88
 JD0329.geopotential number by the normal gravity value computed on the
 JD0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0329.degrees latitude (g = 980.6199 gals.).
 JD0329
 JD0329.The modeled gravity was interpolated from observed gravity values.
 JD0329
 JD0329;                    North         East    Units  Estimated Accuracy
 JD0329;SPC MO C     -   309,990.      497,780.      MT  (+/- 180 meters Scaled)
 JD0329
 JD0329                          SUPERSEDED SURVEY CONTROL
 JD0329
 JD0329  NGVD 29 (??/??/92)  270.613  (m)          887.84   (f) ADJ UNCH    1 2
 JD0329
 JD0329.Superseded values are not recommended for survey control.
 JD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0329.See file dsdata.txt to determine how the superseded data were derived.
 JD0329
 JD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC412754(NAD 83)
 JD0329_MARKER: DB = BENCH MARK DISK
 JD0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0329_STAMPING: G 187 1945
 JD0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0329+STABILITY: SURFACE MOTION
 JD0329
 JD0329  HISTORY     - Date     Condition        Report By
 JD0329  HISTORY     - 1945     MONUMENTED       CGS
 JD0329  HISTORY     - 1963     GOOD             NGS
 JD0329
 JD0329                          STATION DESCRIPTION
 JD0329
 JD0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0329'2.1 MI E FROM CALIFORNIA.
 JD0329'ABOUT 2.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0329'STATION AT CALIFORNIA, 2 POLES EAST ACROSS THE TRACK FROM
 JD0329'MILEPOLE 245-10, 41.8 FEET SOUTH OF THE SOUTH RAIL, 39 FEET EAST
 JD0329'OF A T-FENCE CORNER, 2.0 FEET NORTH OF A FENCE, 1.4 FEET EAST OF
 JD0329'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 JD0329'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0451 ***********************************************************************
 JD0451  DESIGNATION -  G 188
 JD0451  PID         -  JD0451
 JD0451  STATE/COUNTY-  MO/MONITEAU
 JD0451  USGS QUAD   -  TIPTON (1979)
 JD0451
 JD0451                         *CURRENT SURVEY CONTROL
 JD0451  ___________________________________________________________________
 JD0451* NAD 83(1986)-  38 38 44.     (N)    092 47 02.     (W)     SCALED    
 JD0451* NAVD 88     -       266.933  (meters)     875.76   (feet)  ADJUSTED  
 JD0451  ___________________________________________________________________
 JD0451  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0451  DYNAMIC HT  -         266.750 (meters)     875.16  (feet)  COMP
 JD0451  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 JD0451
 JD0451  VERT ORDER  -  SECOND    CLASS 0
 JD0451
 JD0451.The horizontal coordinates were scaled from a topographic map and have
 JD0451.an estimated accuracy of +/- 6 seconds.
 JD0451
 JD0451.The orthometric height was determined by differential leveling
 JD0451.and adjusted by the National Geodetic Survey in June 1991..
 JD0451
 JD0451.The geoid height was determined by GEOID03.
 JD0451
 JD0451.The dynamic height is computed by dividing the NAVD 88
 JD0451.geopotential number by the normal gravity value computed on the
 JD0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0451.degrees latitude (g = 980.6199 gals.).
 JD0451
 JD0451.The modeled gravity was interpolated from observed gravity values.
 JD0451
 JD0451;                    North         East    Units  Estimated Accuracy
 JD0451;SPC MO C     -   312,120.      475,290.      MT  (+/- 180 meters Scaled)
 JD0451
 JD0451                          SUPERSEDED SURVEY CONTROL
 JD0451
 JD0451  NGVD 29 (??/??/92)  266.834  (m)          875.44   (f) ADJ UNCH    2 0
 JD0451
 JD0451.Superseded values are not recommended for survey control.
 JD0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0451.See file dsdata.txt to determine how the superseded data were derived.
 JD0451
 JD0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC188774(NAD 83)
 JD0451_MARKER: DB = BENCH MARK DISK
 JD0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0451_SP_SET: CULVERT
 JD0451_STAMPING: G 188 1945
 JD0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0451
 JD0451  HISTORY     - Date     Condition        Report By
 JD0451  HISTORY     - 1945     MONUMENTED       CGS
 JD0451  HISTORY     - 1963     GOOD             NGS
 JD0451
 JD0451                          STATION DESCRIPTION
 JD0451
 JD0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0451'1.2 MI S FROM TIPTON.
 JD0451'ABOUT 0.15 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0451'THE STATION AT TIPTON, THENCE 0.55 MILE SOUTH ALONG STATE ROAD
 JD0451'B TO THE INTERSECTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 5,
 JD0451'THENCE 0.45 MILE SOUTH ALONG STATE HIGHWAY 5, IN SECTION 21,
 JD0451'T 45 N, R 17 W, 19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JD0451'AND SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL
 JD0451'OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0890 ***********************************************************************
 JD0890  DESIGNATION -  G 189
 JD0890  PID         -  JD0890
 JD0890  STATE/COUNTY-  MO/PETTIS
 JD0890  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0890
 JD0890                         *CURRENT SURVEY CONTROL
 JD0890  ___________________________________________________________________
 JD0890* NAD 83(1986)-  38 42 45.     (N)    093 04 23.     (W)     SCALED    
 JD0890* NAVD 88     -       251.019  (meters)     823.55   (feet)  ADJUSTED  
 JD0890  ___________________________________________________________________
 JD0890  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0890  DYNAMIC HT  -         250.850 (meters)     823.00  (feet)  COMP
 JD0890  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 JD0890
 JD0890  VERT ORDER  -  SECOND    CLASS 0
 JD0890
 JD0890.The horizontal coordinates were scaled from a topographic map and have
 JD0890.an estimated accuracy of +/- 6 seconds.
 JD0890
 JD0890.The orthometric height was determined by differential leveling
 JD0890.and adjusted by the National Geodetic Survey in June 1991..
 JD0890
 JD0890.The geoid height was determined by GEOID03.
 JD0890
 JD0890.The dynamic height is computed by dividing the NAVD 88
 JD0890.geopotential number by the normal gravity value computed on the
 JD0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0890.degrees latitude (g = 980.6199 gals.).
 JD0890
 JD0890.The modeled gravity was interpolated from observed gravity values.
 JD0890
 JD0890;                    North         East    Units  Estimated Accuracy
 JD0890;SPC MO C     -   319,670.      450,160.      MT  (+/- 180 meters Scaled)
 JD0890
 JD0890                          SUPERSEDED SURVEY CONTROL
 JD0890
 JD0890  NGVD 29 (??/??/92)  250.922  (m)          823.23   (f) ADJ UNCH    2 0
 JD0890
 JD0890.Superseded values are not recommended for survey control.
 JD0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0890.See file dsdata.txt to determine how the superseded data were derived.
 JD0890
 JD0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC936848(NAD 83)
 JD0890_MARKER: DB = BENCH MARK DISK
 JD0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0890_STAMPING: G 189 1946
 JD0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0890+STABILITY: SURFACE MOTION
 JD0890
 JD0890  HISTORY     - Date     Condition        Report By
 JD0890  HISTORY     - 1946     MONUMENTED       CGS
 JD0890  HISTORY     - 1963     GOOD             NGS
 JD0890
 JD0890                          STATION DESCRIPTION
 JD0890
 JD0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0890'2.9 MI NE FROM SMITHTON.
 JD0890'ABOUT 1.0 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0890'THE STATION AT SMITHTON, THENCE 0.3 MILE NORTH ALONG A GRAVELED
 JD0890'ROAD, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY 135, 0.05
 JD0890'MILE SOUTH OF A T-JUNCTION OF ROADS, 104 FEET SOUTH OF THE
 JD0890'CENTERLINE OF A PRIVATE DRIVEWAY LEADING EAST TO A FARMHOUSE,
 JD0890'30.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 34.6 FEET SOUTH
 JD0890'OF A FENCE CORNER, 2.0 FEET SOUTH OF TELEPHONE POLE NO. 8, 1.6
 JD0890'FEET WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT
 JD0890'3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 JD0890'A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0083 ***********************************************************************
 LF0083  DESIGNATION -  G 19
 LF0083  PID         -  LF0083
 LF0083  STATE/COUNTY-  MO/GENTRY
 LF0083  USGS QUAD   -  DARLINGTON (1985)
 LF0083
 LF0083                         *CURRENT SURVEY CONTROL
 LF0083  ___________________________________________________________________
 LF0083* NAD 83(1986)-  40 12 24.     (N)    094 28 05.     (W)     SCALED    
 LF0083* NAVD 88     -       262.069  (meters)     859.80   (feet)  ADJUSTED  
 LF0083  ___________________________________________________________________
 LF0083  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LF0083  DYNAMIC HT  -         261.925 (meters)     859.33  (feet)  COMP
 LF0083  MODELED GRAV-     980,072.1   (mgal)                       NAVD 88
 LF0083
 LF0083  VERT ORDER  -  FIRST     CLASS II
 LF0083
 LF0083.The horizontal coordinates were scaled from a topographic map and have
 LF0083.an estimated accuracy of +/- 6 seconds.
 LF0083
 LF0083.The orthometric height was determined by differential leveling
 LF0083.and adjusted by the National Geodetic Survey in June 1991..
 LF0083
 LF0083.The geoid height was determined by GEOID03.
 LF0083
 LF0083.The dynamic height is computed by dividing the NAVD 88
 LF0083.geopotential number by the normal gravity value computed on the
 LF0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0083.degrees latitude (g = 980.6199 gals.).
 LF0083
 LF0083.The modeled gravity was interpolated from observed gravity values.
 LF0083
 LF0083;                    North         East    Units  Estimated Accuracy
 LF0083;SPC MO W     -   448,420.      852,720.      MT  (+/- 180 meters Scaled)
 LF0083
 LF0083                          SUPERSEDED SURVEY CONTROL
 LF0083
 LF0083  NGVD 29 (??/??/92)  262.000  (m)          859.58   (f) ADJ UNCH    1 2
 LF0083
 LF0083.Superseded values are not recommended for survey control.
 LF0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0083.See file dsdata.txt to determine how the superseded data were derived.
 LF0083
 LF0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE750517(NAD 83)
 LF0083_MARKER: DB = BENCH MARK DISK
 LF0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0083_STAMPING: G 19 1933
 LF0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0083+STABILITY: SURFACE MOTION
 LF0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0083+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 LF0083
 LF0083  HISTORY     - Date     Condition        Report By
 LF0083  HISTORY     - 1933     MONUMENTED       CGS
 LF0083  HISTORY     - 1960     GOOD             NGS
 LF0083  HISTORY     - 20040218 GOOD             MODNR
 LF0083
 LF0083                          STATION DESCRIPTION
 LF0083
 LF0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0083'4.3 MI E FROM STANBERRY.
 LF0083'4.3 MILES EAST ALONG THE WABASH RAILWAY FROM STANBERRY, 7 POLES
 LF0083'WEST OF MILEPOST 290, 30 FEET WEST OF A FARM-ROAD CROSSING,
 LF0083'50 FEET NORTH OF THE TRACK, 8 FEET WEST OF A FENCE CORNER,
 LF0083'AND AT A FENCE LINE.  A STANDARD DISK, STAMPED G 19 1933 AND
 LF0083'SET IN THE TOP OF A CONCRETE POST.
 LF0083
 LF0083                          STATION RECOVERY (2004)
 LF0083
 LF0083'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 LF0083'TO REACH THE MARK FROM THE JUNCTION OF ROUTES AA AND E, GO WEST ON
 LF0083'ROUTE E FOR 0.2 MILE TO COUNTY ROAD 487. TURN RIGHT AND GO NORTH ALONG
 LF0083'ROAD 487 FOR 0.8 MILE. CONTINUES NORTH ON UNIMPROVED DIRT ROAD FOR 0.4
 LF0083'MILE TO ABANDON RAILROAD GRADE AND MARK AS DESCRIBED. AUTONOMOUS HAND
 LF0083'HELD GPS POSITION LAT 40 11 28.5, LONG 94 28 05.4.  THE MARK IS 1.0
 LF0083'FEET SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0486 ***********************************************************************
 JD0486  DESIGNATION -  G 190
 JD0486  PID         -  JD0486
 JD0486  STATE/COUNTY-  MO/COOPER
 JD0486  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0486
 JD0486                         *CURRENT SURVEY CONTROL
 JD0486  ___________________________________________________________________
 JD0486* NAD 83(1986)-  38 56 50.     (N)    092 59 29.     (W)     SCALED    
 JD0486* NAVD 88     -       228.393  (meters)     749.32   (feet)  ADJUSTED  
 JD0486  ___________________________________________________________________
 JD0486  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD0486  DYNAMIC HT  -         228.248 (meters)     748.84  (feet)  COMP
 JD0486  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JD0486
 JD0486  VERT ORDER  -  SECOND    CLASS 0
 JD0486
 JD0486.The horizontal coordinates were scaled from a topographic map and have
 JD0486.an estimated accuracy of +/- 6 seconds.
 JD0486
 JD0486.The orthometric height was determined by differential leveling
 JD0486.and adjusted by the National Geodetic Survey in June 1991..
 JD0486
 JD0486.The geoid height was determined by GEOID03.
 JD0486
 JD0486.The dynamic height is computed by dividing the NAVD 88
 JD0486.geopotential number by the normal gravity value computed on the
 JD0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0486.degrees latitude (g = 980.6199 gals.).
 JD0486
 JD0486.The modeled gravity was interpolated from observed gravity values.
 JD0486
 JD0486;                    North         East    Units  Estimated Accuracy
 JD0486;SPC MO C     -   345,690.      457,400.      MT  (+/- 180 meters Scaled)
 JD0486
 JD0486                          SUPERSEDED SURVEY CONTROL
 JD0486
 JD0486  NGVD 29 (??/??/92)  228.314  (m)          749.06   (f) ADJ UNCH    2 0
 JD0486
 JD0486.Superseded values are not recommended for survey control.
 JD0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0486.See file dsdata.txt to determine how the superseded data were derived.
 JD0486
 JD0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD007109(NAD 83)
 JD0486_MARKER: DB = BENCH MARK DISK
 JD0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0486_STAMPING: G 190 1946
 JD0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0486+STABILITY: SURFACE MOTION
 JD0486
 JD0486  HISTORY     - Date     Condition        Report By
 JD0486  HISTORY     - 1946     MONUMENTED       CGS
 JD0486  HISTORY     - 1962     GOOD             NGS
 JD0486
 JD0486                          STATION DESCRIPTION
 JD0486
 JD0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0486'16.2 MI W FROM BOONVILLE.
 JD0486'2.7 MILE SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS RAILROAD FROM
 JD0486'THE STATION AT BOONVILLE, THENCE 5.7 MILE WEST ALONG STATE
 JD0486'HIGHWAY 41, THENCE 3.2 MILE WEST ALONG U.S. HIGHWAY 40 AND
 JD0486'INTERSTATE 70, THENCE 4.6 MILE WEST ALONG OLD HIGHWAY 40,
 JD0486'SET AT THE JUNCTION OF COUNTY ROAD K AND HIGHWAY 40, 169 FEET
 JD0486'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY 40, 155 FEET NORTH
 JD0486'OF THE INTERSECTION, 20 FEET NORTHWEST OF A POWER POLE, 1 FOOT
 JD0486'WEST OF A WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 JD0486'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1560 ***********************************************************************
 JD1560  DESIGNATION -  G 191
 JD1560  PID         -  JD1560
 JD1560  STATE/COUNTY-  MO/HENRY
 JD1560  USGS QUAD   -  NINNESCAH PARK (1991)
 JD1560
 JD1560                         *CURRENT SURVEY CONTROL
 JD1560  ___________________________________________________________________
 JD1560* NAD 83(1986)-  38 14 14.     (N)    093 33 48.     (W)     SCALED    
 JD1560* NAVD 88     -       261.231  (meters)     857.06   (feet)  ADJUSTED  
 JD1560  ___________________________________________________________________
 JD1560  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JD1560  DYNAMIC HT  -         261.044 (meters)     856.44  (feet)  COMP
 JD1560  MODELED GRAV-     979,908.8   (mgal)                       NAVD 88
 JD1560
 JD1560  VERT ORDER  -  SECOND    CLASS 0
 JD1560
 JD1560.The horizontal coordinates were scaled from a topographic map and have
 JD1560.an estimated accuracy of +/- 6 seconds.
 JD1560
 JD1560.The orthometric height was determined by differential leveling
 JD1560.and adjusted by the National Geodetic Survey in June 1991..
 JD1560
 JD1560.The geoid height was determined by GEOID03.
 JD1560
 JD1560.The dynamic height is computed by dividing the NAVD 88
 JD1560.geopotential number by the normal gravity value computed on the
 JD1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1560.degrees latitude (g = 980.6199 gals.).
 JD1560
 JD1560.The modeled gravity was interpolated from observed gravity values.
 JD1560
 JD1560;                    North         East    Units  Estimated Accuracy
 JD1560;SPC MO W     -   230,200.      932,000.      MT  (+/- 180 meters Scaled)
 JD1560
 JD1560                          SUPERSEDED SURVEY CONTROL
 JD1560
 JD1560  NGVD 29 (??/??/92)  261.099  (m)          856.62   (f) ADJ UNCH    2 0
 JD1560
 JD1560.Superseded values are not recommended for survey control.
 JD1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1560.See file dsdata.txt to determine how the superseded data were derived.
 JD1560
 JD1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC507322(NAD 83)
 JD1560_MARKER: DB = BENCH MARK DISK
 JD1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1560+STABILITY: SURFACE MOTION
 JD1560
 JD1560  HISTORY     - Date     Condition        Report By
 JD1560  HISTORY     - UNK      MONUMENTED       CGS
 JD1560  HISTORY     - 1945     GOOD             NGS
 JD1560  HISTORY     - 19880226 MARK NOT FOUND   USPSQD
 JD1560
 JD1560                          STATION DESCRIPTION
 JD1560
 JD1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1560'2.1 MI NW FROM FINEY.
 JD1560'FROM THE CHURCH AND CEMETERY AT FINEY, 1.4 MILES ALONG THE
 JD1560'DEEPWATER, MT. ZION, FINEY, WARSAW ROAD TO ITS JUNCTION WITH
 JD1560'A ROAD LEADING NORTH, THENCE NORTH AND WEST WINDING 0.7 MILES
 JD1560'ALONG DIRT AND GRAVEL ROAD TO A 12 INCH CEDAR TREE IN FRONT
 JD1560'OF AN ABANDONED FARM HOUSE EAST OF THE ROAD.  THE MARK IS A
 JD1560'BRONZE DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING 4 INCHES
 JD1560'ABOVE THE GROUND, 70.5 FEET WEST OF THE SOUTHWEST CORNER OF THE
 JD1560'HOUSE, 14 FEET EAST OF AND LEVEL WITH THE CENTERLINE OF THE
 JD1560'ROAD, 9 FEET WEST OF A 12 INCH CEDAR TREE, 1.6 FEET SOUTH OF A
 JD1560'WHITE WITNESS POST.
 JD1560
 JD1560                          STATION RECOVERY (1988)
 JD1560
 JD1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JD1560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0191 ***********************************************************************
 HD0191  DESIGNATION -  G 192
 HD0191  PID         -  HD0191
 HD0191  STATE/COUNTY-  MO/PULASKI
 HD0191  USGS QUAD   -  WAYNESVILLE (1985)
 HD0191
 HD0191                         *CURRENT SURVEY CONTROL
 HD0191  ___________________________________________________________________
 HD0191* NAD 83(1986)-  37 52 28.     (N)    092 14 56.     (W)     SCALED    
 HD0191* NAVD 88     -       296.469  (meters)     972.67   (feet)  ADJUSTED  
 HD0191  ___________________________________________________________________
 HD0191  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HD0191  DYNAMIC HT  -         296.248 (meters)     971.94  (feet)  COMP
 HD0191  MODELED GRAV-     979,879.2   (mgal)                       NAVD 88
 HD0191
 HD0191  VERT ORDER  -  SECOND    CLASS 0
 HD0191
 HD0191.The horizontal coordinates were scaled from a topographic map and have
 HD0191.an estimated accuracy of +/- 6 seconds.
 HD0191
 HD0191.The orthometric height was determined by differential leveling
 HD0191.and adjusted by the National Geodetic Survey in June 1991..
 HD0191
 HD0191.The geoid height was determined by GEOID03.
 HD0191
 HD0191.The dynamic height is computed by dividing the NAVD 88
 HD0191.geopotential number by the normal gravity value computed on the
 HD0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0191.degrees latitude (g = 980.6199 gals.).
 HD0191
 HD0191.The modeled gravity was interpolated from observed gravity values.
 HD0191
 HD0191;                    North         East    Units  Estimated Accuracy
 HD0191;SPC MO C     -   226,530.      522,090.      MT  (+/- 180 meters Scaled)
 HD0191
 HD0191                          SUPERSEDED SURVEY CONTROL
 HD0191
 HD0191  NGVD 29 (??/??/92)  296.370  (m)          972.34   (f) ADJ UNCH    2 0
 HD0191
 HD0191.Superseded values are not recommended for survey control.
 HD0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0191.See file dsdata.txt to determine how the superseded data were derived.
 HD0191
 HD0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB660921(NAD 83)
 HD0191_MARKER: DB = BENCH MARK DISK
 HD0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0191_STAMPING: G 192 1945
 HD0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0191+STABILITY: SURFACE MOTION
 HD0191
 HD0191  HISTORY     - Date     Condition        Report By
 HD0191  HISTORY     - 1945     MONUMENTED       CGS
 HD0191  HISTORY     - 1946     GOOD             NGS
 HD0191
 HD0191                          STATION DESCRIPTION
 HD0191
 HD0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0191'5.7 MI NW FROM WAYNESVILLE.
 HD0191'ABOUT 5.7 MILES NORTHWEST ALONG MISSOURI STATE HIGHWAY NO. 17
 HD0191'FROM THE COURTHOUSE AT WAYNESVILLE, ABOUT 5.6 MILES SOUTH OF
 HD0191'CROCKER, ABOUT 0.2 MILES NORTH OF A SCHOOL HOUSE, 109 FEET WEST
 HD0191'OF THE WEST FACE OF A DWELLING HOUSE, 75 FEET SOUTH OF THE
 HD0191'SOUTHEAST CORNER OF A TILE SERVICE STATION, 38 FEET WEST OF
 HD0191'AND ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY,
 HD0191'7 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A 4 IN X 4 IN
 HD0191'MARKER POST.  PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0115 ***********************************************************************
 HD0115  DESIGNATION -  G 193
 HD0115  PID         -  HD0115
 HD0115  STATE/COUNTY-  MO/PULASKI
 HD0115  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0115
 HD0115                         *CURRENT SURVEY CONTROL
 HD0115  ___________________________________________________________________
 HD0115* NAD 83(1986)-  37 52 28.     (N)    092 19 03.     (W)     SCALED    
 HD0115* NAVD 88     -       306.808  (meters)    1006.59   (feet)  ADJUSTED  
 HD0115  ___________________________________________________________________
 HD0115  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HD0115  DYNAMIC HT  -         306.578 (meters)    1005.83  (feet)  COMP
 HD0115  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 HD0115
 HD0115  VERT ORDER  -  SECOND    CLASS 0
 HD0115
 HD0115.The horizontal coordinates were scaled from a topographic map and have
 HD0115.an estimated accuracy of +/- 6 seconds.
 HD0115
 HD0115.The orthometric height was determined by differential leveling
 HD0115.and adjusted by the National Geodetic Survey in June 1991..
 HD0115
 HD0115.The geoid height was determined by GEOID03.
 HD0115
 HD0115.The dynamic height is computed by dividing the NAVD 88
 HD0115.geopotential number by the normal gravity value computed on the
 HD0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0115.degrees latitude (g = 980.6199 gals.).
 HD0115
 HD0115.The modeled gravity was interpolated from observed gravity values.
 HD0115
 HD0115;                    North         East    Units  Estimated Accuracy
 HD0115;SPC MO C     -   226,510.      516,060.      MT  (+/- 180 meters Scaled)
 HD0115
 HD0115                          SUPERSEDED SURVEY CONTROL
 HD0115
 HD0115  NGVD 29 (??/??/92)  306.704  (m)         1006.24   (f) ADJ UNCH    2 0
 HD0115
 HD0115.Superseded values are not recommended for survey control.
 HD0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0115.See file dsdata.txt to determine how the superseded data were derived.
 HD0115
 HD0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB600921(NAD 83)
 HD0115_MARKER: DB = BENCH MARK DISK
 HD0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0115_STAMPING: G 193 1945
 HD0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0115+STABILITY: SURFACE MOTION
 HD0115
 HD0115  HISTORY     - Date     Condition        Report By
 HD0115  HISTORY     - 1945     MONUMENTED       CGS
 HD0115  HISTORY     - 1946     GOOD             NGS
 HD0115
 HD0115                          STATION DESCRIPTION
 HD0115
 HD0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0115'3.2 MI SE FROM SWEDEBORG.
 HD0115'ABOUT 0.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ST LOUIS
 HD0115'AND SAN FRANCISCO RAILROAD STATION AT SWEDEBORG, THENCE 0.9
 HD0115'MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 1.6 MILES SOUTH
 HD0115'ALONG A GRAVEL ROAD, THENCE 0.5 MILE SOUTHEAST ALONG A GRAVEL ROAD,
 HD0115'86 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE,
 HD0115'31 FEET EAST OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE
 HD0115'OF THE ROAD, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 HD0115'NORTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4 INCHES ABOVE
 HD0115'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0092 ***********************************************************************
 HD0092  DESIGNATION -  G 194 RESET
 HD0092  PID         -  HD0092
 HD0092  STATE/COUNTY-  MO/PULASKI
 HD0092  USGS QUAD   -  DRYNOB (1976)
 HD0092
 HD0092                         *CURRENT SURVEY CONTROL
 HD0092  ___________________________________________________________________
 HD0092* NAD 83(1986)-  37 42 42.     (N)    092 23 47.     (W)     SCALED    
 HD0092* NAVD 88     -       341.57   (meters)    1120.6    (feet)  RESET     
 HD0092  ___________________________________________________________________
 HD0092  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HD0092
 HD0092  VERT ORDER  -  THIRD
 HD0092
 HD0092.The horizontal coordinates were scaled from a topographic map and have
 HD0092.an estimated accuracy of +/- 6 seconds.
 HD0092
 HD0092.The orthometric height was computed from unverified reset data.
 HD0092
 HD0092.The geoid height was determined by GEOID03.
 HD0092
 HD0092;                    North         East    Units  Estimated Accuracy
 HD0092;SPC MO C     -   208,440.      509,140.      MT  (+/- 180 meters Scaled)
 HD0092
 HD0092                          SUPERSEDED SURVEY CONTROL
 HD0092
 HD0092  NGVD 29 (??/??/??)  341.46   (m)         1120.3    (f) RESET       3  
 HD0092
 HD0092.Superseded values are not recommended for survey control.
 HD0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0092.See file dsdata.txt to determine how the superseded data were derived.
 HD0092
 HD0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB532739(NAD 83)
 HD0092_MARKER: DB = BENCH MARK DISK
 HD0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0092_STAMPING: G 194 RESET 1961
 HD0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0092+STABILITY: SURFACE MOTION
 HD0092
 HD0092  HISTORY     - Date     Condition        Report By
 HD0092  HISTORY     - 1961     MONUMENTED       MOHC
 HD0092
 HD0092                          STATION DESCRIPTION
 HD0092
 HD0092'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1961
 HD0092'8.7 MI NW FROM FALCON.
 HD0092'THIS MARK IS LOCATED 0.5 MILE WEST ALONG STATE HIGHWAY NO. 32
 HD0092'FROM THE POST OFFICE AT FALCON, THENCE 8.2 MILES NORTH ALONG
 HD0092'A GRAVEL ROAD LEADING NORTH, AT THE APPROXIMATE NORTH RIGHT-OF-WAY
 HD0092'OF ROUTE K.  38 FEET SOUTHEAST OF TOP OF GRADE, 30 FEET
 HD0092'NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, 28 FEET
 HD0092'NORTH-NORTHWEST OF 14 INCH WHITE OAK TREE AND SET IN THE TOP
 HD0092'OF A CONCRETE POST LEFT OF STATION 225+52 OF ROUTE K.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0297 ***********************************************************************
 KD0297  DESIGNATION -  G 195
 KD0297  PID         -  KD0297
 KD0297  STATE/COUNTY-  MO/CHARITON
 KD0297  USGS QUAD   -  PRAIRIE HILL (1979)
 KD0297
 KD0297                         *CURRENT SURVEY CONTROL
 KD0297  ___________________________________________________________________
 KD0297* NAD 83(1986)-  39 33 44.     (N)    092 43 04.     (W)     SCALED    
 KD0297* NAVD 88     -       203.807  (meters)     668.66   (feet)  ADJUSTED  
 KD0297  ___________________________________________________________________
 KD0297  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KD0297  DYNAMIC HT  -         203.691 (meters)     668.28  (feet)  COMP
 KD0297  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 KD0297
 KD0297  VERT ORDER  -  SECOND    CLASS 0
 KD0297
 KD0297.The horizontal coordinates were scaled from a topographic map and have
 KD0297.an estimated accuracy of +/- 6 seconds.
 KD0297
 KD0297.The orthometric height was determined by differential leveling
 KD0297.and adjusted by the National Geodetic Survey in June 1991..
 KD0297
 KD0297.The geoid height was determined by GEOID03.
 KD0297
 KD0297.The dynamic height is computed by dividing the NAVD 88
 KD0297.geopotential number by the normal gravity value computed on the
 KD0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0297.degrees latitude (g = 980.6199 gals.).
 KD0297
 KD0297.The modeled gravity was interpolated from observed gravity values.
 KD0297
 KD0297;                    North         East    Units  Estimated Accuracy
 KD0297;SPC MO C     -   413,870.      481,290.      MT  (+/- 180 meters Scaled)
 KD0297
 KD0297                          SUPERSEDED SURVEY CONTROL
 KD0297
 KD0297  NGVD 29 (??/??/92)  203.793  (m)          668.61   (f) ADJ UNCH    2 0
 KD0297
 KD0297.Superseded values are not recommended for survey control.
 KD0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0297.See file dsdata.txt to determine how the superseded data were derived.
 KD0297
 KD0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD242792(NAD 83)
 KD0297_MARKER: DB = BENCH MARK DISK
 KD0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0297_SP_SET: BRIDGE ABUTMENT
 KD0297_STAMPING: G 195 1945
 KD0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0297
 KD0297  HISTORY     - Date     Condition        Report By
 KD0297  HISTORY     - 1945     MONUMENTED       CGS
 KD0297
 KD0297                          STATION DESCRIPTION
 KD0297
 KD0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0297'4 MI NE FROM PRAIRIE HILL.
 KD0297'1.0 MILE NORTH OF THE CHRISTIAN CHURCH AT PRAIRIE HILL ALONG
 KD0297'A GRAVEL ROAD, THENCE 3.0 MILES NORTH ALONG A GRAVEL ROAD TO
 KD0297'THE SITE OF THE MARK, 8 FEET WEST OF THE CENTER LINE OF THE
 KD0297'ROAD.  A BRONZE DISK SET IN THE TOP OF THE SOUTH CONCRETE ABUTMENT
 KD0297'OF A STEEL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0298 ***********************************************************************
 KD0298  DESIGNATION -  G 195 RESET
 KD0298  PID         -  KD0298
 KD0298  STATE/COUNTY-  MO/CHARITON
 KD0298  USGS QUAD   -  PRAIRIE HILL (1979)
 KD0298
 KD0298                         *CURRENT SURVEY CONTROL
 KD0298  ___________________________________________________________________
 KD0298* NAD 83(1986)-  39 33 44.     (N)    092 43 04.     (W)     SCALED    
 KD0298* NAVD 88     -       205.53   (meters)     674.3    (feet)  RESET     
 KD0298  ___________________________________________________________________
 KD0298  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KD0298
 KD0298  VERT ORDER  -  THIRD
 KD0298
 KD0298.The horizontal coordinates were scaled from a topographic map and have
 KD0298.an estimated accuracy of +/- 6 seconds.
 KD0298
 KD0298.The orthometric height was computed from unverified reset data.
 KD0298
 KD0298.The geoid height was determined by GEOID03.
 KD0298
 KD0298;                    North         East    Units  Estimated Accuracy
 KD0298;SPC MO C     -   413,870.      481,290.      MT  (+/- 180 meters Scaled)
 KD0298
 KD0298                          SUPERSEDED SURVEY CONTROL
 KD0298
 KD0298.No superseded survey control is available for this station.
 KD0298
 KD0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD242792(NAD 83)
 KD0298_MARKER: DB = BENCH MARK DISK
 KD0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0298_SP_SET: BRIDGE ABUTMENT
 KD0298_STAMPING: G 195 RESET 1965
 KD0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0298
 KD0298  HISTORY     - Date     Condition        Report By
 KD0298  HISTORY     - 1965     MONUMENTED       LOCENG
 KD0298  HISTORY     - 1967     GOOD             NGS
 KD0298
 KD0298                          STATION DESCRIPTION
 KD0298
 KD0298'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 KD0298'4 MI N FROM PRAIRIE HILL.
 KD0298'ABOUT 1.0 MILE NORTH ALONG AN OIL ROAD FROM THE CHRISTIAN CHURCH
 KD0298'AT PRAIRIE HILL, THENCE 3 MILES NORTH ALONG A GRAVEL ROAD, 14
 KD0298'FEET EAST OF THE CENTERLINE OF THE ROAD AND SET IN THE TOP
 KD0298'OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE.
 KD0298
 KD0298                          STATION RECOVERY (1967)
 KD0298
 KD0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0254 ***********************************************************************
 KD0254  DESIGNATION -  G 196
 KD0254  PID         -  KD0254
 KD0254  STATE/COUNTY-  MO/MACON
 KD0254  USGS QUAD   -  LAGONDA (1978)
 KD0254
 KD0254                         *CURRENT SURVEY CONTROL
 KD0254  ___________________________________________________________________
 KD0254* NAD 83(1986)-  39 43 32.     (N)    092 38 30.     (W)     SCALED    
 KD0254* NAVD 88     -       239.534  (meters)     785.87   (feet)  ADJUSTED  
 KD0254  ___________________________________________________________________
 KD0254  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KD0254  DYNAMIC HT  -         239.402 (meters)     785.44  (feet)  COMP
 KD0254  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 KD0254
 KD0254  VERT ORDER  -  SECOND    CLASS 0
 KD0254
 KD0254.The horizontal coordinates were scaled from a topographic map and have
 KD0254.an estimated accuracy of +/- 6 seconds.
 KD0254
 KD0254.The orthometric height was determined by differential leveling
 KD0254.and adjusted by the National Geodetic Survey in June 1991..
 KD0254
 KD0254.The geoid height was determined by GEOID03.
 KD0254
 KD0254.The dynamic height is computed by dividing the NAVD 88
 KD0254.geopotential number by the normal gravity value computed on the
 KD0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0254.degrees latitude (g = 980.6199 gals.).
 KD0254
 KD0254.The modeled gravity was interpolated from observed gravity values.
 KD0254
 KD0254;                    North         East    Units  Estimated Accuracy
 KD0254;SPC MO C     -   431,990.      487,860.      MT  (+/- 180 meters Scaled)
 KD0254
 KD0254                          SUPERSEDED SURVEY CONTROL
 KD0254
 KD0254  NGVD 29 (??/??/92)  239.523  (m)          785.84   (f) ADJ UNCH    2 0
 KD0254
 KD0254.Superseded values are not recommended for survey control.
 KD0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0254.See file dsdata.txt to determine how the superseded data were derived.
 KD0254
 KD0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD307973(NAD 83)
 KD0254_MARKER: DB = BENCH MARK DISK
 KD0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0254_STAMPING: G 196 1945
 KD0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0254+STABILITY: SURFACE MOTION
 KD0254
 KD0254  HISTORY     - Date     Condition        Report By
 KD0254  HISTORY     - 1945     MONUMENTED       CGS
 KD0254  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0254  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0254
 KD0254                          STATION DESCRIPTION
 KD0254
 KD0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0254'3.3 MI S FROM CALLAO.
 KD0254'1.0 MILE WEST ALONG U.S. HIGHWAY 36 FROM CALLAO, THENCE 2.3
 KD0254'MILES SOUTH ALONG STATE HIGHWAY 3 TO THE SITE OF THE MARK, 153
 KD0254'FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 35 FEET
 KD0254'SOUTHWEST OF THE WEST END OF A PIPE CULVERT, 24 FEET WEST OF
 KD0254'AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY,
 KD0254'1 FOOT EAST OF A WIRE FENCE, 2 FEET SOUTH OF A 4 X 4 MARKER
 KD0254'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 KD0254'PROJECTS 3 INCHES ABOVE THE GROUND.
 KD0254
 KD0254                          STATION RECOVERY (1967)
 KD0254
 KD0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0254'MARK NOT FOUND.
 KD0254
 KD0254                          STATION RECOVERY (1990)
 KD0254
 KD0254'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0255 ***********************************************************************
 KD0255  DESIGNATION -  G 196 RESET
 KD0255  PID         -  KD0255
 KD0255  STATE/COUNTY-  MO/MACON
 KD0255  USGS QUAD   -  LAGONDA (1978)
 KD0255
 KD0255                         *CURRENT SURVEY CONTROL
 KD0255  ___________________________________________________________________
 KD0255* NAD 83(1986)-  39 43 32.     (N)    092 38 30.     (W)     SCALED    
 KD0255* NAVD 88     -       241.30   (meters)     791.7    (feet)  RESET     
 KD0255  ___________________________________________________________________
 KD0255  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KD0255
 KD0255  VERT ORDER  -  THIRD
 KD0255
 KD0255.The horizontal coordinates were scaled from a topographic map and have
 KD0255.an estimated accuracy of +/- 6 seconds.
 KD0255
 KD0255.The orthometric height was computed from unverified reset data.
 KD0255
 KD0255.The geoid height was determined by GEOID03.
 KD0255
 KD0255;                    North         East    Units  Estimated Accuracy
 KD0255;SPC MO C     -   431,990.      487,860.      MT  (+/- 180 meters Scaled)
 KD0255
 KD0255                          SUPERSEDED SURVEY CONTROL
 KD0255
 KD0255.No superseded survey control is available for this station.
 KD0255
 KD0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD307973(NAD 83)
 KD0255_MARKER: DV = VERTICAL CONTROL DISK
 KD0255_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KD0255+WITH SETTING: INTO GROUND
 KD0255_STAMPING: G 196 RESET 1972
 KD0255_MARK LOGO: NGS   
 KD0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0255
 KD0255  HISTORY     - Date     Condition        Report By
 KD0255  HISTORY     - 1972     MONUMENTED       NGS
 KD0255  HISTORY     - 1973     GOOD             NGS
 KD0255  HISTORY     - 1990     GOOD             USPSQD
 KD0255  HISTORY     - 19930414 GOOD             MODNR
 KD0255
 KD0255                          STATION DESCRIPTION
 KD0255
 KD0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KD0255'3.3 MI S FROM CALLAO.
 KD0255'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY
 KD0255'3, ABOUT 10 MILES WEST OF MACON, GO SOUTH ON STATE HIGHWAY 3
 KD0255'FOR 2.25 MILE TO A SIDE ROAD ON THE RIGHT AND THE BENCH MARK
 KD0255'ON THE RIGHT, 146 FEET SOUTH OF THE CENTER OF THE SIDE ROAD,
 KD0255'46 FEET SOUTH OF A CORNER FENCE POST, 23 FEET NORTH OF A POWER
 KD0255'POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, .08 FOOT EAST OF
 KD0255'A FENCE AND ON THE WEST RIGHT-OF-WAY OF HIGHWAY 3.  THE MARK
 KD0255'IS A STANDARD DISK STAMPED G 196 RESET 1972, SWEATED TO THE
 KD0255'TOP OF A 5/8 INCH COPPER COATED ROD 4 FEET DEEP WITH A 10 INCH
 KD0255'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A 4 INCH PLASTIC
 KD0255'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 KD0255
 KD0255                          STATION RECOVERY (1990)
 KD0255
 KD0255'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0255'RECOVERED IN GOOD CONDITION.
 KD0255
 KD0255                          STATION RECOVERY (1993)
 KD0255
 KD0255'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (DDP)
 KD0255'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1895 ***********************************************************************
 JD1895  DESIGNATION -  G 199
 JD1895  PID         -  JD1895
 JD1895  STATE/COUNTY-  MO/JOHNSON
 JD1895  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1895
 JD1895                         *CURRENT SURVEY CONTROL
 JD1895  ___________________________________________________________________
 JD1895* NAD 83(1986)-  38 49 37.     (N)    093 44 30.     (W)     SCALED    
 JD1895* NAVD 88     -       251.901  (meters)     826.45   (feet)  ADJUSTED  
 JD1895  ___________________________________________________________________
 JD1895  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1895  DYNAMIC HT  -         251.733 (meters)     825.89  (feet)  COMP
 JD1895  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 JD1895
 JD1895  VERT ORDER  -  SECOND    CLASS 0
 JD1895
 JD1895.The horizontal coordinates were scaled from a topographic map and have
 JD1895.an estimated accuracy of +/- 6 seconds.
 JD1895
 JD1895.The orthometric height was determined by differential leveling
 JD1895.and adjusted by the National Geodetic Survey in June 1991..
 JD1895
 JD1895.The geoid height was determined by GEOID03.
 JD1895
 JD1895.The dynamic height is computed by dividing the NAVD 88
 JD1895.geopotential number by the normal gravity value computed on the
 JD1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1895.degrees latitude (g = 980.6199 gals.).
 JD1895
 JD1895.The modeled gravity was interpolated from observed gravity values.
 JD1895
 JD1895;                    North         East    Units  Estimated Accuracy
 JD1895;SPC MO W     -   295,510.      915,850.      MT  (+/- 180 meters Scaled)
 JD1895
 JD1895                          SUPERSEDED SURVEY CONTROL
 JD1895
 JD1895  NGVD 29 (??/??/92)  251.81   (m)          826.1    (f) COMPUTED    2 0
 JD1895
 JD1895.Superseded values are not recommended for survey control.
 JD1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1895.See file dsdata.txt to determine how the superseded data were derived.
 JD1895
 JD1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC356978(NAD 83)
 JD1895_MARKER: DB = BENCH MARK DISK
 JD1895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1895_SP_SET: CULVERT
 JD1895_STAMPING: G 199 1945
 JD1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1895
 JD1895  HISTORY     - Date     Condition        Report By
 JD1895  HISTORY     - 1945     MONUMENTED       CGS
 JD1895  HISTORY     - 1946     GOOD             NGS
 JD1895  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1895
 JD1895                          STATION DESCRIPTION
 JD1895
 JD1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1895'4.9 MI N FROM WARRENSBURG.
 JD1895'ABOUT 4.9 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CENTRAL
 JD1895'MISSOURI STATE TEACHERS COLLEGE AT WARRENSBURG, AND AT AN
 JD1895'INTERSECTION WITH AN EAST-WEST DIRT ROAD, 25 FEET WEST OF AND
 JD1895'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 11 FEET SOUTH
 JD1895'OF THE CENTER LINE OF THE DIRT ROAD.  A BRONZE DISK SET IN THE
 JD1895'TOP OF THE SOUTH HEADWALL OF A 2 FOOT CONCRETE TILE CULVERT.
 JD1895'NOTE-- 1961 REPORT - ROAD HAS BEEN REBUILT.
 JD1895
 JD1895                          STATION RECOVERY (1963)
 JD1895
 JD1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1020 ***********************************************************************
 HB1020  DESIGNATION -  G 2
 HB1020  PID         -  HB1020
 HB1020  STATE/COUNTY-  MO/SCOTT
 HB1020  USGS QUAD   -  ORAN (1963)
 HB1020
 HB1020                         *CURRENT SURVEY CONTROL
 HB1020  ___________________________________________________________________
 HB1020* NAD 83(1986)-  37 01 24.     (N)    089 38 33.     (W)     SCALED    
 HB1020* NAVD 88     -        97.888  (meters)     321.15   (feet)  ADJUSTED  
 HB1020  ___________________________________________________________________
 HB1020  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB1020  DYNAMIC HT  -          97.815 (meters)     320.91  (feet)  COMP
 HB1020  MODELED GRAV-     979,887.5   (mgal)                       NAVD 88
 HB1020
 HB1020  VERT ORDER  -  SECOND    CLASS 0
 HB1020
 HB1020.The horizontal coordinates were scaled from a topographic map and have
 HB1020.an estimated accuracy of +/- 6 seconds.
 HB1020
 HB1020.The orthometric height was determined by differential leveling
 HB1020.and adjusted by the National Geodetic Survey in June 1991..
 HB1020
 HB1020.The geoid height was determined by GEOID03.
 HB1020
 HB1020.The dynamic height is computed by dividing the NAVD 88
 HB1020.geopotential number by the normal gravity value computed on the
 HB1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1020.degrees latitude (g = 980.6199 gals.).
 HB1020
 HB1020.The modeled gravity was interpolated from observed gravity values.
 HB1020
 HB1020;                    North         East    Units  Estimated Accuracy
 HB1020;SPC MO E     -   132,390.      326,300.      MT  (+/- 180 meters Scaled)
 HB1020
 HB1020                          SUPERSEDED SURVEY CONTROL
 HB1020
 HB1020  NGVD 29 (??/??/??)   97.836  (m)          320.98   (f) ADJUSTED    2 0
 HB1020
 HB1020.Superseded values are not recommended for survey control.
 HB1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1020.See file dsdata.txt to determine how the superseded data were derived.
 HB1020
 HB1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG649007(NAD 83)
 HB1020_MARKER: DD = SURVEY DISK
 HB1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1020_STAMPING: G 2 1931
 HB1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1020+STABILITY: SURFACE MOTION
 HB1020
 HB1020  HISTORY     - Date     Condition        Report By
 HB1020  HISTORY     - 1931     MONUMENTED       USGS
 HB1020  HISTORY     - 1933     GOOD             CGS
 HB1020  HISTORY     - 20020518 MARK NOT FOUND   USACE
 HB1020
 HB1020                          STATION DESCRIPTION
 HB1020
 HB1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HB1020'4.2 MI S FROM ORAN.
 HB1020'4-1/4 MILES SOUTH ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HB1020'ORAN, SCOTT COUNTY, AT BROOKS JUNCTION, AT POLE 155-5, 87 FEET
 HB1020'WEST OF THE WEST RAIL OF THE MAIN TRACK, 30 FEET NORTH OF THE
 HB1020'NORTH RAIL OF THE LEACHVILLE SUBDIVISION TRACK, AND 21 FEET
 HB1020'WEST OF THE CENTERLINE OF A ROAD.  A U.S. GEOLOGICAL SURVEY
 HB1020'STANDARD DISK, STAMPED G 2 1931 AND SET IN THE TOP OF A CONCRETE
 HB1020'POST.
 HB1020
 HB1020                          STATION RECOVERY (2002)
 HB1020
 HB1020'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1682 ***********************************************************************
 JD1682  DESIGNATION -  G 2 B 1
 JD1682  PID         -  JD1682
 JD1682  STATE/COUNTY-  MO/HENRY
 JD1682  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1682
 JD1682                         *CURRENT SURVEY CONTROL
 JD1682  ___________________________________________________________________
 JD1682* NAD 83(1986)-  38 15 18.     (N)    093 48 57.     (W)     SCALED    
 JD1682* NAVD 88     -       238.072  (meters)     781.07   (feet)  ADJUSTED  
 JD1682  ___________________________________________________________________
 JD1682  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JD1682  DYNAMIC HT  -         237.904 (meters)     780.52  (feet)  COMP
 JD1682  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 JD1682
 JD1682  VERT ORDER  -  SECOND    CLASS 0
 JD1682
 JD1682.The horizontal coordinates were scaled from a topographic map and have
 JD1682.an estimated accuracy of +/- 6 seconds.
 JD1682
 JD1682.The orthometric height was determined by differential leveling
 JD1682.and adjusted by the National Geodetic Survey in June 1991..
 JD1682
 JD1682.The geoid height was determined by GEOID03.
 JD1682
 JD1682.The dynamic height is computed by dividing the NAVD 88
 JD1682.geopotential number by the normal gravity value computed on the
 JD1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1682.degrees latitude (g = 980.6199 gals.).
 JD1682
 JD1682.The modeled gravity was interpolated from observed gravity values.
 JD1682
 JD1682;                    North         East    Units  Estimated Accuracy
 JD1682;SPC MO W     -   231,970.      909,880.      MT  (+/- 180 meters Scaled)
 JD1682
 JD1682                          SUPERSEDED SURVEY CONTROL
 JD1682
 JD1682  NGVD 29 (??/??/92)  237.96   (m)          780.7    (f) COMPUTED    2 0
 JD1682
 JD1682.Superseded values are not recommended for survey control.
 JD1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1682.See file dsdata.txt to determine how the superseded data were derived.
 JD1682
 JD1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC286344(NAD 83)
 JD1682_MARKER: DZ = AZIMUTH MARK DISK
 JD1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1682+STABILITY: SURFACE MOTION
 JD1682
 JD1682  HISTORY     - Date     Condition        Report By
 JD1682  HISTORY     - UNK      MONUMENTED       DOD
 JD1682  HISTORY     - 1963     GOOD             NGS
 JD1682
 JD1682                          STATION DESCRIPTION
 JD1682
 JD1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1682'3.6 MI SW FROM DEEPWATER.
 JD1682'ABOUT 0.4 MILE WEST ALONG AN ASPHALT STREET FROM THE POST OFFICE
 JD1682'AT DEEPWATER, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 13,
 JD1682'THENCE 1.65 MILES WEST ALONG STATE HIGHWAY 52 TO A WIRE GATE
 JD1682'AND FIELD ROAD LEADING NORTH, THENCE 0.3 MILE NORTH ALONG FIELD
 JD1682'ROAD, THENCE 0.4 MILES WEST ALONG TRAIL ROAD, 0.1 MILE WEST OF
 JD1682'AN OLD ABANDONED HOUSE, IN THE NORTHWEST CORNER OF A FIELD WITH
 JD1682'A ROW OF TREES ON WEST AND NORTH, 59 FEET SOUTH OF A FENCE,
 JD1682'13 FEET EAST OF A ROW OF TREES, AND THE TOP SURFACE OVER THE CENTER
 JD1682'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF
 JD1682'AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1683 ***********************************************************************
 JD1683  DESIGNATION -  G 2 B 2
 JD1683  PID         -  JD1683
 JD1683  STATE/COUNTY-  MO/HENRY
 JD1683  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1683
 JD1683                         *CURRENT SURVEY CONTROL
 JD1683  ___________________________________________________________________
 JD1683* NAD 83(1986)-  38 15 11.     (N)    093 48 40.     (W)     SCALED    
 JD1683* NAVD 88     -       238.228  (meters)     781.59   (feet)  ADJUSTED  
 JD1683  ___________________________________________________________________
 JD1683  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JD1683  DYNAMIC HT  -         238.060 (meters)     781.04  (feet)  COMP
 JD1683  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 JD1683
 JD1683  VERT ORDER  -  SECOND    CLASS 0
 JD1683
 JD1683.The horizontal coordinates were scaled from a topographic map and have
 JD1683.an estimated accuracy of +/- 6 seconds.
 JD1683
 JD1683.The orthometric height was determined by differential leveling
 JD1683.and adjusted by the National Geodetic Survey in June 1991..
 JD1683
 JD1683.The geoid height was determined by GEOID03.
 JD1683
 JD1683.The dynamic height is computed by dividing the NAVD 88
 JD1683.geopotential number by the normal gravity value computed on the
 JD1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1683.degrees latitude (g = 980.6199 gals.).
 JD1683
 JD1683.The modeled gravity was interpolated from observed gravity values.
 JD1683
 JD1683;                    North         East    Units  Estimated Accuracy
 JD1683;SPC MO W     -   231,760.      910,300.      MT  (+/- 180 meters Scaled)
 JD1683
 JD1683                          SUPERSEDED SURVEY CONTROL
 JD1683
 JD1683  NGVD 29 (??/??/92)  238.12   (m)          781.2    (f) COMPUTED    2 0
 JD1683
 JD1683.Superseded values are not recommended for survey control.
 JD1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1683.See file dsdata.txt to determine how the superseded data were derived.
 JD1683
 JD1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC290342(NAD 83)
 JD1683_MARKER: DZ = AZIMUTH MARK DISK
 JD1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1683+STABILITY: SURFACE MOTION
 JD1683
 JD1683  HISTORY     - Date     Condition        Report By
 JD1683  HISTORY     - UNK      MONUMENTED       DOD
 JD1683  HISTORY     - 1963     GOOD             NGS
 JD1683
 JD1683                          STATION DESCRIPTION
 JD1683
 JD1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1683'3.1 MI SW FROM DEEPWATER.
 JD1683'ABOUT 0.4 MILE WEST ALONG AN ASPHALT STREET FROM THE POST OFFICE
 JD1683'AT DEEPWATER, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 13,
 JD1683'THENCE 1.65 MILES WEST ALONG STATE HIGHWAY 52 TO A WIRE GATE
 JD1683'AND FIELD ROAD LEADING NORTH, THENCE 0.2 MILE NORTH ALONG FIELD
 JD1683'ROAD, THENCE 0.1 MILE WEST ACROSS COUNTRY, 0.1 MILE SOUTH-SOUTHWEST
 JD1683'OF A LONE CEDAR TREE, 68 YARDS EAST OF A OLD FENCE LINE IN A
 JD1683'NORTH-SOUTH ROW OF TREES, AND THE TOP SURFACE OVER THE CENTER
 JD1683'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF
 JD1683'AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1685 ***********************************************************************
 JD1685  DESIGNATION -  G 2 Z
 JD1685  PID         -  JD1685
 JD1685  STATE/COUNTY-  MO/HENRY
 JD1685  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1685
 JD1685                         *CURRENT SURVEY CONTROL
 JD1685  ___________________________________________________________________
 JD1685* NAD 83(1986)-  38 15 04.     (N)    093 48 32.     (W)     SCALED    
 JD1685* NAVD 88     -       242.848  (meters)     796.74   (feet)  ADJUSTED  
 JD1685  ___________________________________________________________________
 JD1685  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JD1685  DYNAMIC HT  -         242.677 (meters)     796.18  (feet)  COMP
 JD1685  MODELED GRAV-     979,916.3   (mgal)                       NAVD 88
 JD1685
 JD1685  VERT ORDER  -  SECOND    CLASS 0
 JD1685
 JD1685.The horizontal coordinates were scaled from a topographic map and have
 JD1685.an estimated accuracy of +/- 6 seconds.
 JD1685
 JD1685.The orthometric height was determined by differential leveling
 JD1685.and adjusted by the National Geodetic Survey in June 1991..
 JD1685
 JD1685.The geoid height was determined by GEOID03.
 JD1685
 JD1685.The dynamic height is computed by dividing the NAVD 88
 JD1685.geopotential number by the normal gravity value computed on the
 JD1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1685.degrees latitude (g = 980.6199 gals.).
 JD1685
 JD1685.The modeled gravity was interpolated from observed gravity values.
 JD1685
 JD1685;                    North         East    Units  Estimated Accuracy
 JD1685;SPC MO W     -   231,550.      910,490.      MT  (+/- 180 meters Scaled)
 JD1685
 JD1685                          SUPERSEDED SURVEY CONTROL
 JD1685
 JD1685  NGVD 29 (??/??/92)  242.74   (m)          796.4    (f) COMPUTED    2 0
 JD1685
 JD1685.Superseded values are not recommended for survey control.
 JD1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1685.See file dsdata.txt to determine how the superseded data were derived.
 JD1685
 JD1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC292339(NAD 83)
 JD1685_MARKER: DS = TRIANGULATION STATION DISK
 JD1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1685_STAMPING: G 2 Z 1962
 JD1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1685+STABILITY: SURFACE MOTION
 JD1685
 JD1685  HISTORY     - Date     Condition        Report By
 JD1685  HISTORY     - 1962     MONUMENTED       CGS
 JD1685  HISTORY     - 1963     GOOD             NGS
 JD1685
 JD1685                          STATION DESCRIPTION
 JD1685
 JD1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1685'2.8 MI SW FROM DEEPWATER.
 JD1685'ABOUT 0.4 MILE WEST ALONG AN ASPHALT STREET FROM THE POST OFFICE
 JD1685'AT DEEPWATER, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 13,
 JD1685'THENCE 1.65 MILES WEST ALONG STATE HIGHWAY 52, ON THE CREST
 JD1685'OF A SLIGHT RISE, IN SECTION 16, T 40 N, R 26 W, 58 FEET NORTH
 JD1685'OF THE CENTER LINE OF THE HIGHWAY 35 FEET EAST OF THE CENTER
 JD1685'LINE OF A FIELD ROAD, 67.3 FEET EAST-NORTHEAST OF G 2 Z R.M. 2,
 JD1685'86.0 FEET WEST-NORTHWEST OF G 2 Z R.M. 1, 5.0 FEET NORTH-NORTHEAST
 JD1685'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 JD1685'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JD1685'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1686 ***********************************************************************
 JD1686  DESIGNATION -  G 2 Z RM 1
 JD1686  PID         -  JD1686
 JD1686  STATE/COUNTY-  MO/HENRY
 JD1686  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1686
 JD1686                         *CURRENT SURVEY CONTROL
 JD1686  ___________________________________________________________________
 JD1686* NAD 83(1986)-  38 15 04.     (N)    093 48 30.     (W)     SCALED    
 JD1686* NAVD 88     -       242.973  (meters)     797.15   (feet)  ADJUSTED  
 JD1686  ___________________________________________________________________
 JD1686  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JD1686  DYNAMIC HT  -         242.801 (meters)     796.59  (feet)  COMP
 JD1686  MODELED GRAV-     979,916.3   (mgal)                       NAVD 88
 JD1686
 JD1686  VERT ORDER  -  SECOND    CLASS 0
 JD1686
 JD1686.The horizontal coordinates were scaled from a topographic map and have
 JD1686.an estimated accuracy of +/- 6 seconds.
 JD1686
 JD1686.The orthometric height was determined by differential leveling
 JD1686.and adjusted by the National Geodetic Survey in June 1991..
 JD1686
 JD1686.The geoid height was determined by GEOID03.
 JD1686
 JD1686.The dynamic height is computed by dividing the NAVD 88
 JD1686.geopotential number by the normal gravity value computed on the
 JD1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1686.degrees latitude (g = 980.6199 gals.).
 JD1686
 JD1686.The modeled gravity was interpolated from observed gravity values.
 JD1686
 JD1686;                    North         East    Units  Estimated Accuracy
 JD1686;SPC MO W     -   231,550.      910,540.      MT  (+/- 180 meters Scaled)
 JD1686
 JD1686                          SUPERSEDED SURVEY CONTROL
 JD1686
 JD1686  NGVD 29 (??/??/92)  242.86   (m)          796.8    (f) COMPUTED    2 0
 JD1686
 JD1686.Superseded values are not recommended for survey control.
 JD1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1686.See file dsdata.txt to determine how the superseded data were derived.
 JD1686
 JD1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC292339(NAD 83)
 JD1686_MARKER: DR = REFERENCE MARK DISK
 JD1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1686_STAMPING: G 2 Z NO 1 1962
 JD1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1686+STABILITY: SURFACE MOTION
 JD1686
 JD1686  HISTORY     - Date     Condition        Report By
 JD1686  HISTORY     - 1962     MONUMENTED       CGS
 JD1686  HISTORY     - 1963     GOOD             NGS
 JD1686
 JD1686                          STATION DESCRIPTION
 JD1686
 JD1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1686'2.8 MI SW FROM DEEPWATER.
 JD1686'ABOUT 0.4 MILE WEST ALONG AN ASPHALT STREET FROM THE POST OFFICE
 JD1686'AT DEEPWATER, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 13,
 JD1686'THENCE 1.65 MILES WEST ALONG STATE HIGHWAY 52, 86.0 FEET          HEAS
 JD1686'EAST-SOUTHEAST OF G 2 Z 1962 TRIANGULATION STATION, 78 1/2 FEET
 JD1686'EAST OF A TELEPHONE POLE, 30 FEET NORTH OF THE CENTER LINE OF THE
 JD1686'HIGHWAY, 1.0 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A
 JD1686'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1684 ***********************************************************************
 JD1684  DESIGNATION -  G 2 Z RM 2
 JD1684  PID         -  JD1684
 JD1684  STATE/COUNTY-  MO/HENRY
 JD1684  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1684
 JD1684                         *CURRENT SURVEY CONTROL
 JD1684  ___________________________________________________________________
 JD1684* NAD 83(1986)-  38 15 04.     (N)    093 48 33.     (W)     SCALED    
 JD1684* NAVD 88     -       242.050  (meters)     794.13   (feet)  ADJUSTED  
 JD1684  ___________________________________________________________________
 JD1684  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JD1684  DYNAMIC HT  -         241.879 (meters)     793.56  (feet)  COMP
 JD1684  MODELED GRAV-     979,916.3   (mgal)                       NAVD 88
 JD1684
 JD1684  VERT ORDER  -  SECOND    CLASS 0
 JD1684
 JD1684.The horizontal coordinates were scaled from a topographic map and have
 JD1684.an estimated accuracy of +/- 6 seconds.
 JD1684
 JD1684.The orthometric height was determined by differential leveling
 JD1684.and adjusted by the National Geodetic Survey in June 1991..
 JD1684
 JD1684.The geoid height was determined by GEOID03.
 JD1684
 JD1684.The dynamic height is computed by dividing the NAVD 88
 JD1684.geopotential number by the normal gravity value computed on the
 JD1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1684.degrees latitude (g = 980.6199 gals.).
 JD1684
 JD1684.The modeled gravity was interpolated from observed gravity values.
 JD1684
 JD1684;                    North         East    Units  Estimated Accuracy
 JD1684;SPC MO W     -   231,550.      910,470.      MT  (+/- 180 meters Scaled)
 JD1684
 JD1684                          SUPERSEDED SURVEY CONTROL
 JD1684
 JD1684  NGVD 29 (??/??/92)  241.94   (m)          793.8    (f) COMPUTED    2 0
 JD1684
 JD1684.Superseded values are not recommended for survey control.
 JD1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1684.See file dsdata.txt to determine how the superseded data were derived.
 JD1684
 JD1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC292339(NAD 83)
 JD1684_MARKER: DR = REFERENCE MARK DISK
 JD1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1684_STAMPING: G 2 Z NO 2 1962
 JD1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1684+STABILITY: SURFACE MOTION
 JD1684
 JD1684  HISTORY     - Date     Condition        Report By
 JD1684  HISTORY     - 1962     MONUMENTED       CGS
 JD1684  HISTORY     - 1963     GOOD             NGS
 JD1684
 JD1684                          STATION DESCRIPTION
 JD1684
 JD1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1684'2.8 MI SW FROM DEEPWATER.
 JD1684'ABOUT 0.4 MILE WEST ALONG AN ASPHALT STREET FROM THE POST OFFICE
 JD1684'AT DEEPWATER, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 13,
 JD1684'THENCE 1.65 MILES WEST ALONG STATE HIGHWAY 52, 67.3 FEET
 JD1684'WEST-SOUTHWEST OF G 2 Z 1962 TRIANGULATION STATION, 30 FEET
 JD1684'NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET WEST OF THE
 JD1684'CENTER LINE OF A FIELD ROAD AND WIRE GATE, 1 FOOT NORTH OF A
 JD1684'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JD1684'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0340 ***********************************************************************
 LF0340  DESIGNATION -  G 20
 LF0340  PID         -  LF0340
 LF0340  STATE/COUNTY-  MO/NODAWAY
 LF0340  USGS QUAD   -  BURLINGTON JUNCTION (1981)
 LF0340
 LF0340                         *CURRENT SURVEY CONTROL
 LF0340  ___________________________________________________________________
 LF0340* NAD 83(1986)-  40 26 20.     (N)    095 02 38.     (W)     SCALED    
 LF0340* NAVD 88     -       300.190  (meters)     984.87   (feet)  ADJUSTED  
 LF0340  ___________________________________________________________________
 LF0340  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 LF0340  DYNAMIC HT  -         300.029 (meters)     984.35  (feet)  COMP
 LF0340  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 LF0340
 LF0340  VERT ORDER  -  FIRST     CLASS II
 LF0340
 LF0340.The horizontal coordinates were scaled from a topographic map and have
 LF0340.an estimated accuracy of +/- 6 seconds.
 LF0340
 LF0340.The orthometric height was determined by differential leveling
 LF0340.and adjusted by the National Geodetic Survey in June 1991..
 LF0340
 LF0340.The geoid height was determined by GEOID03.
 LF0340
 LF0340.The dynamic height is computed by dividing the NAVD 88
 LF0340.geopotential number by the normal gravity value computed on the
 LF0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0340.degrees latitude (g = 980.6199 gals.).
 LF0340
 LF0340.The modeled gravity was interpolated from observed gravity values.
 LF0340
 LF0340;                    North         East    Units  Estimated Accuracy
 LF0340;SPC MO W     -   474,340.      803,860.      MT  (+/- 180 meters Scaled)
 LF0340
 LF0340                          SUPERSEDED SURVEY CONTROL
 LF0340
 LF0340  NGVD 29 (??/??/92)  300.089  (m)          984.54   (f) ADJ UNCH    1 2
 LF0340
 LF0340.Superseded values are not recommended for survey control.
 LF0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0340.See file dsdata.txt to determine how the superseded data were derived.
 LF0340
 LF0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE266784(NAD 83)
 LF0340_MARKER: DB = BENCH MARK DISK
 LF0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0340_STAMPING: G 20 1933
 LF0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0340+STABILITY: SURFACE MOTION
 LF0340
 LF0340  HISTORY     - Date     Condition        Report By
 LF0340  HISTORY     - 1933     MONUMENTED       CGS
 LF0340  HISTORY     - 1960     MARK NOT FOUND   NGS
 LF0340
 LF0340                          STATION DESCRIPTION
 LF0340
 LF0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0340'1.5 MI E FROM BURLINGTON JUNCTION.
 LF0340'1.5 MILES EAST ALONG THE WABASH RAILWAY FROM BURLINGTON JUNCTION,
 LF0340'NODAWAY COUNTY, 39 POLES NORTHWEST OF MILEPOST 329, 45 FEET EAST
 LF0340'OF A CROSS ROAD, 40 FEET NORTH OF THE TRACK, AND AT A FENCE
 LF0340'LINE.  A STANDARD DISK, STAMPED G 20 1933 AND SET IN THE TOP OF A
 LF0340'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1885 ***********************************************************************
 JD1885  DESIGNATION -  G 200
 JD1885  PID         -  JD1885
 JD1885  STATE/COUNTY-  MO/JOHNSON
 JD1885  USGS QUAD   -  KNOB NOSTER (1981)
 JD1885
 JD1885                         *CURRENT SURVEY CONTROL
 JD1885  ___________________________________________________________________
 JD1885* NAD 83(1986)-  38 50 41.     (N)    093 31 48.     (W)     SCALED    
 JD1885* NAVD 88     -       220.571  (meters)     723.66   (feet)  ADJUSTED  
 JD1885  ___________________________________________________________________
 JD1885  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1885  DYNAMIC HT  -         220.424 (meters)     723.17  (feet)  COMP
 JD1885  MODELED GRAV-     979,958.9   (mgal)                       NAVD 88
 JD1885
 JD1885  VERT ORDER  -  SECOND    CLASS 0
 JD1885
 JD1885.The horizontal coordinates were scaled from a topographic map and have
 JD1885.an estimated accuracy of +/- 6 seconds.
 JD1885
 JD1885.The orthometric height was determined by differential leveling
 JD1885.and adjusted by the National Geodetic Survey in June 1991..
 JD1885.WARNING-Repeat measurements at this control monument indicate possible
 JD1885.vertical movement.
 JD1885
 JD1885.The geoid height was determined by GEOID03.
 JD1885
 JD1885.The dynamic height is computed by dividing the NAVD 88
 JD1885.geopotential number by the normal gravity value computed on the
 JD1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1885.degrees latitude (g = 980.6199 gals.).
 JD1885
 JD1885.The modeled gravity was interpolated from observed gravity values.
 JD1885
 JD1885;                    North         East    Units  Estimated Accuracy
 JD1885;SPC MO W     -   297,660.      934,210.      MT  (+/- 180 meters Scaled)
 JD1885
 JD1885                          SUPERSEDED SURVEY CONTROL
 JD1885
 JD1885  NGVD 29 (??/??/92)  220.488  (m)          723.38   (f) ADJ UNCH    2 0
 JD1885
 JD1885.Superseded values are not recommended for survey control.
 JD1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1885.See file dsdata.txt to determine how the superseded data were derived.
 JD1885
 JD1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC540996(NAD 83)
 JD1885_MARKER: DB = BENCH MARK DISK
 JD1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1885_STAMPING: G 200 1945
 JD1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1885+STABILITY: SURFACE MOTION
 JD1885
 JD1885  HISTORY     - Date     Condition        Report By
 JD1885  HISTORY     - 1945     MONUMENTED       CGS
 JD1885  HISTORY     - 1946     GOOD             NGS
 JD1885  HISTORY     - 1963     GOOD             NGS
 JD1885  HISTORY     - 1984     GOOD             NGS
 JD1885
 JD1885                          STATION DESCRIPTION
 JD1885
 JD1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1885'10 MI NE FROM MONTSERRAT.
 JD1885'ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JD1885'AT MONTSERRAT, THENCE 0.2 MILE EAST ALONG A GRAVEL ROAD, THENCE
 JD1885'2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.9 MILES EAST AND
 JD1885'NORTH ALONG A GRAVEL AND DIRT ROAD, THENCE 2.8 MILES EAST
 JD1885'ALONG A GRAVEL ROAD, THENCE 1.3 MILES NORTH ALONG A GRAVEL ROAD,
 JD1885'THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD, 38 FEET SOUTHWEST
 JD1885'OF THE SOUTHWEST CORNER OF A SMALL BRIDGE, 20 FEET SOUTH OF AND
 JD1885'ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 5 FEET
 JD1885'WEST OF THE WEST END OF A GATE, 2 FEET EAST OF A 4 X 4 MARKER
 JD1885'POST, 1 FOOT NORTH OF THE RIGHT OF WAY FENCE.  A BRONZE DISK
 JD1885'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 JD1885'THE GROUND.
 JD1885
 JD1885                          STATION RECOVERY (1963)
 JD1885
 JD1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1885'RECOVERED IN GOOD CONDITION.
 JD1885
 JD1885                          STATION RECOVERY (1984)
 JD1885
 JD1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JD1885'ABOUT 8.93 KM (5.55 MI) NORTH ALONG STATE HIGHWAY 23, FROM THE
 JD1885'JUNCTION WITH U.S. HIGHWAY 50 AT KNOB NOSTER, THENCE 1.61 KM (1.0 MI)
 JD1885'RIGHT AND EAST ALONG A GRAVELED ROAD TO THE MARK ON THE RIGHT AT A
 JD1885'SMALL BRIDGE AND A FIELD ENTRANCE, 11.58 M (38.0 FT) SOUTHWEST FROM
 JD1885'THE SOUTHWEST CORNER OF THE BRIDGE, 6.1 M (20.0 FT) SOUTH FROM THE
 JD1885'CENTERLINE OF THE ROAD, 1.52 M (5.0 FT) WEST FROM THE WEST GATEPOST
 JD1885'OF A GATE, 0.30 M (1.0 FT) NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0039 ***********************************************************************
 JD0039  DESIGNATION -  G 201
 JD0039  PID         -  JD0039
 JD0039  STATE/COUNTY-  MO/BOONE
 JD0039  USGS QUAD   -  COLUMBIA (1981)
 JD0039
 JD0039                         *CURRENT SURVEY CONTROL
 JD0039  ___________________________________________________________________
 JD0039* NAD 83(1986)-  38 57 56.     (N)    092 20 46.     (W)     SCALED    
 JD0039* NAVD 88     -       229.529  (meters)     753.05   (feet)  ADJUSTED  
 JD0039  ___________________________________________________________________
 JD0039  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD0039  DYNAMIC HT  -         229.378 (meters)     752.55  (feet)  COMP
 JD0039  MODELED GRAV-     979,967.8   (mgal)                       NAVD 88
 JD0039
 JD0039  VERT ORDER  -  SECOND    CLASS 0
 JD0039
 JD0039.The horizontal coordinates were scaled from a topographic map and have
 JD0039.an estimated accuracy of +/- 6 seconds.
 JD0039
 JD0039.The orthometric height was determined by differential leveling
 JD0039.and adjusted by the National Geodetic Survey in June 1991..
 JD0039
 JD0039.The geoid height was determined by GEOID03.
 JD0039
 JD0039.The dynamic height is computed by dividing the NAVD 88
 JD0039.geopotential number by the normal gravity value computed on the
 JD0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0039.degrees latitude (g = 980.6199 gals.).
 JD0039
 JD0039.The modeled gravity was interpolated from observed gravity values.
 JD0039
 JD0039;                    North         East    Units  Estimated Accuracy
 JD0039;SPC MO C     -   347,620.      513,340.      MT  (+/- 180 meters Scaled)
 JD0039
 JD0039                          SUPERSEDED SURVEY CONTROL
 JD0039
 JD0039  NGVD 29 (??/??/92)  229.514  (m)          753.00   (f) ADJ UNCH    2 0
 JD0039
 JD0039.Superseded values are not recommended for survey control.
 JD0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0039.See file dsdata.txt to determine how the superseded data were derived.
 JD0039
 JD0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD566131(NAD 83)
 JD0039_MARKER: DB = BENCH MARK DISK
 JD0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0039_SP_SET: CULVERT
 JD0039_STAMPING: G 201 1946
 JD0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0039
 JD0039  HISTORY     - Date     Condition        Report By
 JD0039  HISTORY     - 1946     MONUMENTED       CGS
 JD0039  HISTORY     - 1968     GOOD             NGS
 JD0039
 JD0039                          STATION DESCRIPTION
 JD0039
 JD0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JD0039'0.5 MI W FROM COLUMBIA.
 JD0039'ABOUT 0.5 MILE WEST ALONG OLD U.S. HIGHWAY 40 (BUSINESS LOOP
 JD0039'70) FROM THE SENIOR HIGH SCHOOL, 0.35 MILE WEST OF THE MISSOURI
 JD0039'CANCER HOSPITAL, 27 FEET SOUTH OF THE SOUTH LANE OF HIGHWAY,
 JD0039'NORTH OF A KUKU DRIVE-INN, CEMENTED IN A DRILL HOLE IN THE
 JD0039'TOP OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0040 ***********************************************************************
 JD0040  DESIGNATION -  G 201 RESET
 JD0040  PID         -  JD0040
 JD0040  STATE/COUNTY-  MO/BOONE
 JD0040  USGS QUAD   -  COLUMBIA (1981)
 JD0040
 JD0040                         *CURRENT SURVEY CONTROL
 JD0040  ___________________________________________________________________
 JD0040* NAD 83(1986)-  38 57 56.     (N)    092 20 46.     (W)     SCALED    
 JD0040* NAVD 88     -       229.78   (meters)     753.9    (feet)  RESET     
 JD0040  ___________________________________________________________________
 JD0040  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD0040
 JD0040  VERT ORDER  -  THIRD
 JD0040
 JD0040.The horizontal coordinates were scaled from a topographic map and have
 JD0040.an estimated accuracy of +/- 6 seconds.
 JD0040
 JD0040.The orthometric height was computed from unverified reset data.
 JD0040
 JD0040.The geoid height was determined by GEOID03.
 JD0040
 JD0040;                    North         East    Units  Estimated Accuracy
 JD0040;SPC MO C     -   347,620.      513,340.      MT  (+/- 180 meters Scaled)
 JD0040
 JD0040                          SUPERSEDED SURVEY CONTROL
 JD0040
 JD0040.No superseded survey control is available for this station.
 JD0040
 JD0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD566131(NAD 83)
 JD0040_MARKER: DB = BENCH MARK DISK
 JD0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0040_SP_SET: CULVERT
 JD0040_STAMPING: G 201 RESET 1964
 JD0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0040
 JD0040  HISTORY     - Date     Condition        Report By
 JD0040  HISTORY     - 1964     MONUMENTED       CGS
 JD0040  HISTORY     - 1965     GOOD             NGS
 JD0040
 JD0040                          STATION DESCRIPTION
 JD0040
 JD0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 JD0040'0.5 MI W FROM COLUMBIA.
 JD0040'LOCATED 0.8 MILE WEST ALONG BUSINESS LOOP 70 (OLD HIGHWAY 40)
 JD0040'FROM HICKMAN HIGH SCHOOL, 0.3 MILE WEST OF THE MISSOURI CANCER
 JD0040'HOSPITAL, ACROSS THE HIGHWAY FROM THE PARKADE SHOPPING CENTER.
 JD0040'A STANDARD DISK STAMPED G 201 RESET 1964 SET IN A DRILL HOLE
 JD0040'IN THE TOP OF THE CULVERT HEADWALL ON THE SOUTH SIDE OF THE
 JD0040'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0588 ***********************************************************************
 JC0588  DESIGNATION -  G 203
 JC0588  PID         -  JC0588
 JC0588  STATE/COUNTY-  MO/FRANKLIN
 JC0588  USGS QUAD   -  WASHINGTON WEST (1985)
 JC0588
 JC0588                         *CURRENT SURVEY CONTROL
 JC0588  ___________________________________________________________________
 JC0588* NAD 83(1986)-  38 34 05.     (N)    091 01 26.     (W)     SCALED    
 JC0588* NAVD 88     -       148.585  (meters)     487.48   (feet)  ADJUSTED  
 JC0588  ___________________________________________________________________
 JC0588  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JC0588  DYNAMIC HT  -         148.490 (meters)     487.17  (feet)  COMP
 JC0588  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 JC0588
 JC0588  VERT ORDER  -  FIRST     CLASS II
 JC0588
 JC0588.The horizontal coordinates were scaled from a topographic map and have
 JC0588.an estimated accuracy of +/- 6 seconds.
 JC0588
 JC0588.The orthometric height was determined by differential leveling
 JC0588.and adjusted by the National Geodetic Survey in June 1991..
 JC0588.WARNING-Repeat measurements at this control monument indicate possible
 JC0588.vertical movement.
 JC0588
 JC0588.The geoid height was determined by GEOID03.
 JC0588
 JC0588.The dynamic height is computed by dividing the NAVD 88
 JC0588.geopotential number by the normal gravity value computed on the
 JC0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0588.degrees latitude (g = 980.6199 gals.).
 JC0588
 JC0588.The modeled gravity was interpolated from observed gravity values.
 JC0588
 JC0588;                    North         East    Units  Estimated Accuracy
 JC0588;SPC MO E     -   303,610.      204,350.      MT  (+/- 180 meters Scaled)
 JC0588
 JC0588                          SUPERSEDED SURVEY CONTROL
 JC0588
 JC0588  NGVD 29 (??/??/92)  148.646  (m)          487.68   (f) ADJ UNCH    1 2
 JC0588
 JC0588.Superseded values are not recommended for survey control.
 JC0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0588.See file dsdata.txt to determine how the superseded data were derived.
 JC0588
 JC0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC721706(NAD 83)
 JC0588_MARKER: DB = BENCH MARK DISK
 JC0588_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JC0588_SP_SET: HEADWALL
 JC0588_STAMPING: G 203 1946
 JC0588_MARK LOGO: CGS   
 JC0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0588+STABILITY: SURFACE MOTION
 JC0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0588+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 JC0588
 JC0588  HISTORY     - Date     Condition        Report By
 JC0588  HISTORY     - 1946     MONUMENTED       CGS
 JC0588  HISTORY     - 1986     GOOD             NGS
 JC0588  HISTORY     - 20020710 GOOD             CMT
 JC0588
 JC0588                          STATION DESCRIPTION
 JC0588
 JC0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0588'0.7 MI W FROM WASHINGTON.
 JC0588'ABOUT 0.7 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0588'THE STATION AT WASHINGTON, 46.0 FEET SOUTHWEST OF MILE POST
 JC0588'55-20, 17.0 FEET NORTH OF AND ABOUT 5.0 FEET LOWER THAN THE CENTER
 JC0588'LINE OF THE NORTH TRACK, ON TOP OF THE EAST END OF THE NORTH
 JC0588'HEADWALL OF A LARGE CONCRETE CULVERT.  A BRONZE BENCH MARK DISK
 JC0588'SET IN A DRILL HOLE IN CONCRETE.
 JC0588
 JC0588                          STATION RECOVERY (1986)
 JC0588
 JC0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0588'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JC0588'WASHINGTON, AT THE INTERSECTION OF TIEMANN DRIVE AND THE MISSOURI
 JC0588'PACIFIC RAILROAD, IN THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 JC0588'HEADWALL OF A BOX CULVERT UNDER THE RAILROAD, 140.0 M (459.3 FT)
 JC0588'NORTHWEST OF THE DRIVE CENTER, 5.2 M (17.1 FT) NORTHEAST OF THE NEAR
 JC0588'RAIL, AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 JC0588'HEADWALL.
 JC0588'THE MARK IS 1.5 M BELOW THE TRACKS.
 JC0588
 JC0588                          STATION RECOVERY (2002)
 JC0588
 JC0588'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 JC0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0492 ***********************************************************************
 JC0492  DESIGNATION -  G 204
 JC0492  PID         -  JC0492
 JC0492  STATE/COUNTY-  MO/ST LOUIS
 JC0492  USGS QUAD   -  MANCHESTER (1993)
 JC0492
 JC0492                         *CURRENT SURVEY CONTROL
 JC0492  ___________________________________________________________________
 JC0492* NAD 83(1986)-  38 30 19.     (N)    090 37 00.     (W)     SCALED    
 JC0492* NAVD 88     -       144.661  (meters)     474.61   (feet)  ADJUSTED  
 JC0492  ___________________________________________________________________
 JC0492  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JC0492  DYNAMIC HT  -         144.567 (meters)     474.30  (feet)  COMP
 JC0492  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 JC0492
 JC0492  VERT ORDER  -  FIRST     CLASS I
 JC0492
 JC0492.The horizontal coordinates were scaled from a topographic map and have
 JC0492.an estimated accuracy of +/- 6 seconds.
 JC0492
 JC0492.The orthometric height was determined by differential leveling
 JC0492.and adjusted by the National Geodetic Survey in June 1991..
 JC0492
 JC0492.The geoid height was determined by GEOID03.
 JC0492
 JC0492.The dynamic height is computed by dividing the NAVD 88
 JC0492.geopotential number by the normal gravity value computed on the
 JC0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0492.degrees latitude (g = 980.6199 gals.).
 JC0492
 JC0492.The modeled gravity was interpolated from observed gravity values.
 JC0492
 JC0492;                    North         East    Units  Estimated Accuracy
 JC0492;SPC MO E     -   296,520.      239,820.      MT  (+/- 180 meters Scaled)
 JC0492
 JC0492                          SUPERSEDED SURVEY CONTROL
 JC0492
 JC0492  NGVD 29 (??/??/92)  144.746  (m)          474.89   (f) ADJ UNCH    1 1
 JC0492
 JC0492.Superseded values are not recommended for survey control.
 JC0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0492.See file dsdata.txt to determine how the superseded data were derived.
 JC0492
 JC0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC078645(NAD 83)
 JC0492_MARKER: DB = BENCH MARK DISK
 JC0492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0492_SP_SET: PIER
 JC0492_STAMPING: G 204 1946
 JC0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0492
 JC0492  HISTORY     - Date     Condition        Report By
 JC0492  HISTORY     - 1946     MONUMENTED       CGS
 JC0492  HISTORY     - 1969     GOOD             NGS
 JC0492  HISTORY     - 1985     GOOD             USPSQD
 JC0492  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 JC0492  HISTORY     - 19940511 GOOD             USPSQD
 JC0492  HISTORY     - 19950408 GOOD             USPSQD
 JC0492
 JC0492                          STATION DESCRIPTION
 JC0492
 JC0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0492'0.7 MI N FROM EUREKA.
 JC0492'ABOUT 0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0492'FROM THE CROSSING OF MAIN STREET AT EUREKA, NEAR MILEPOLE 27-11,
 JC0492'SET VERTICALLY IN THE NORTHWEST FACE OF THE SOUTHEAST PIER OF
 JC0492'THE CENTER ONE OF THREE INTERSTATE HIGHWAY 44 OVERPASS OVER THE
 JC0492'TRACK (OLD HIGHWAY 66), 7.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 JC0492'OF THE EASTBOUND TRACK, 11.2 FEET SOUTHWEST OF THE NORTHEAST END
 JC0492'OF THE PIER, 2.7 FEET ABOVE THE LEVEL OF THE GROUND AND 2 FEET
 JC0492'ABOVE THE LEVEL OF THE TRACK.
 JC0492
 JC0492                          STATION RECOVERY (1985)
 JC0492
 JC0492'RECOVERY NOTE BY US POWER SQUADRON 1985
 JC0492'RECOVERED IN GOOD CONDITION.
 JC0492
 JC0492                          STATION RECOVERY (1991)
 JC0492
 JC0492'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0492'MARK NOT FOUND.
 JC0492
 JC0492                          STATION RECOVERY (1994)
 JC0492
 JC0492'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0492'RECOVERED IN GOOD CONDITION.
 JC0492
 JC0492                          STATION RECOVERY (1995)
 JC0492
 JC0492'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1816 ***********************************************************************
 JC1816  DESIGNATION -  G 204 RESET
 JC1816  PID         -  JC1816
 JC1816  STATE/COUNTY-  MO/ST LOUIS
 JC1816  USGS QUAD   -  MANCHESTER (1993)
 JC1816
 JC1816                         *CURRENT SURVEY CONTROL
 JC1816  ___________________________________________________________________
 JC1816* NAD 83(1986)-  38 30 19.     (N)    090 37 00.     (W)     SCALED    
 JC1816* NAVD 88     -       152.24   (+/-2cm)     499.5    (feet)  VERTCON   
 JC1816  ___________________________________________________________________
 JC1816  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JC1816
 JC1816  VERT ORDER  -  THIRD (See Below)
 JC1816
 JC1816.The horizontal coordinates were scaled from a topographic map and have
 JC1816.an estimated accuracy of +/- 6 seconds.
 JC1816
 JC1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1816.The vertical order pertains to the NGVD 29 superseded value.
 JC1816
 JC1816.The geoid height was determined by GEOID03.
 JC1816
 JC1816;                    North         East    Units  Estimated Accuracy
 JC1816;SPC MO E     -   296,520.      239,820.      MT  (+/- 180 meters Scaled)
 JC1816
 JC1816                          SUPERSEDED SURVEY CONTROL
 JC1816
 JC1816  NGVD 29 (02/22/06)  152.34   (m)          499.8    (f) RESET       3  
 JC1816
 JC1816.Superseded values are not recommended for survey control.
 JC1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1816.See file dsdata.txt to determine how the superseded data were derived.
 JC1816
 JC1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC078645(NAD 83)
 JC1816_MARKER: DB = BENCH MARK DISK
 JC1816_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC1816_SP_SET: BRIDGE PIER
 JC1816_STAMPING: G 204 RESET 1974
 JC1816_MARK LOGO: NGS   
 JC1816_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1816
 JC1816  HISTORY     - Date     Condition        Report By
 JC1816  HISTORY     - 1974     MONUMENTED       NGS
 JC1816
 JC1816                          STATION DESCRIPTION
 JC1816
 JC1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JC1816'IN THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 44 NORTH, RANGE 4 EAST,
 JC1816'ABOUT 0.7 MILE (1.1 KM) ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC1816'EUREKA, AT US HIGHWAY 66 OVERPASS, 10 FEET (3.0 M) EAST OF AND ABOUT
 JC1816'2.5 FEET (0.8 M) HIGHER THAN CENTERLINE OF THE SOUTHEAST TRACK, ON
 JC1816'THE CENTER OF THE WEST FACE OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0218 ***********************************************************************
 JC0218  DESIGNATION -  G 205
 JC0218  PID         -  JC0218
 JC0218  STATE/COUNTY-  MO/ST LOUIS
 JC0218  USGS QUAD   -  WEBSTER GROVES (1993)
 JC0218
 JC0218                         *CURRENT SURVEY CONTROL
 JC0218  ___________________________________________________________________
 JC0218* NAD 83(1986)-  38 35 06.     (N)    090 22 17.     (W)     SCALED    
 JC0218* NAVD 88     -       177.341  (meters)     581.83   (feet)  ADJUSTED  
 JC0218  ___________________________________________________________________
 JC0218  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JC0218  DYNAMIC HT  -         177.226 (meters)     581.45  (feet)  COMP
 JC0218  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 JC0218
 JC0218  VERT ORDER  -  FIRST     CLASS I
 JC0218
 JC0218.The horizontal coordinates were scaled from a topographic map and have
 JC0218.an estimated accuracy of +/- 6 seconds.
 JC0218
 JC0218.The orthometric height was determined by differential leveling
 JC0218.and adjusted by the National Geodetic Survey in June 1991..
 JC0218
 JC0218.The geoid height was determined by GEOID03.
 JC0218
 JC0218.The dynamic height is computed by dividing the NAVD 88
 JC0218.geopotential number by the normal gravity value computed on the
 JC0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0218.degrees latitude (g = 980.6199 gals.).
 JC0218
 JC0218.The modeled gravity was interpolated from observed gravity values.
 JC0218
 JC0218;                    North         East    Units  Estimated Accuracy
 JC0218;SPC MO E     -   305,370.      261,210.      MT  (+/- 180 meters Scaled)
 JC0218
 JC0218                          SUPERSEDED SURVEY CONTROL
 JC0218
 JC0218  NGVD 29 (??/??/92)  177.443  (m)          582.16   (f) ADJ UNCH    1 1
 JC0218
 JC0218.Superseded values are not recommended for survey control.
 JC0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0218.See file dsdata.txt to determine how the superseded data were derived.
 JC0218
 JC0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC289740(NAD 83)
 JC0218_MARKER: DB = BENCH MARK DISK
 JC0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0218_SP_SET: OVERPASS
 JC0218_STAMPING: G 205 1946
 JC0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0218
 JC0218  HISTORY     - Date     Condition        Report By
 JC0218  HISTORY     - 1946     MONUMENTED       CGS
 JC0218  HISTORY     - 1969     GOOD             NGS
 JC0218  HISTORY     - 1984     GOOD             USPSQD
 JC0218  HISTORY     - 19910401 GOOD             USPSQD
 JC0218  HISTORY     - 19940511 POOR             USPSQD
 JC0218  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 JC0218  HISTORY     - 19990122 MARK NOT FOUND   USPSQD
 JC0218
 JC0218                          STATION DESCRIPTION
 JC0218
 JC0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0218'AT WEBSTER GROVE.
 JC0218'AT WEBSTER GROVE, ABOUT 1.15 MILES SOUTHWEST ALONG THE MISSOURI
 JC0218'PACIFIC RAILROAD FROM THE STATION, NEAR MILEPOLE 11-9, SET IN THE
 JC0218'TOP OF THE WEST END OF THE NORTH ABUTMENT FOR THE OVERPASS OVER
 JC0218'LOCKWOOD AVENUE, 3.9 FEET WEST OF THE WEST RAIL OF THE WESTBOUND
 JC0218'TRACK AND LEVEL WITH THE TRACK.
 JC0218
 JC0218                          STATION RECOVERY (1984)
 JC0218
 JC0218'RECOVERY NOTE BY US POWER SQUADRON 1984
 JC0218'RECOVERED IN GOOD CONDITION.
 JC0218
 JC0218                          STATION RECOVERY (1991)
 JC0218
 JC0218'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0218'RECOVERED IN GOOD CONDITION.
 JC0218
 JC0218                          STATION RECOVERY (1994)
 JC0218
 JC0218'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0218'MARK RECOVERED IN POOR CONDITION.
 JC0218
 JC0218                          STATION RECOVERY (1995)
 JC0218
 JC0218'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0218'MARK NOT FOUND.
 JC0218
 JC0218                          STATION RECOVERY (1999)
 JC0218
 JC0218'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0434 ***********************************************************************
 LF0434  DESIGNATION -  G 207
 LF0434  PID         -  LF0434
 LF0434  STATE/COUNTY-  MO/HOLT
 LF0434  USGS QUAD   -  CORNING (1984)
 LF0434
 LF0434                         *CURRENT SURVEY CONTROL
 LF0434  ___________________________________________________________________
 LF0434* NAD 83(1986)-  40 12 15.     (N)    095 28 22.     (W)     SCALED    
 LF0434* NAVD 88     -       264.891  (meters)     869.06   (feet)  ADJUSTED  
 LF0434  ___________________________________________________________________
 LF0434  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LF0434  DYNAMIC HT  -         264.747 (meters)     868.59  (feet)  COMP
 LF0434  MODELED GRAV-     980,075.5   (mgal)                       NAVD 88
 LF0434
 LF0434  VERT ORDER  -  SECOND    CLASS 0
 LF0434
 LF0434.The horizontal coordinates were scaled from a topographic map and have
 LF0434.an estimated accuracy of +/- 6 seconds.
 LF0434
 LF0434.The orthometric height was determined by differential leveling
 LF0434.and adjusted by the National Geodetic Survey in June 1991..
 LF0434
 LF0434.The geoid height was determined by GEOID03.
 LF0434
 LF0434.The dynamic height is computed by dividing the NAVD 88
 LF0434.geopotential number by the normal gravity value computed on the
 LF0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0434.degrees latitude (g = 980.6199 gals.).
 LF0434
 LF0434.The modeled gravity was interpolated from observed gravity values.
 LF0434
 LF0434;                    North         East    Units  Estimated Accuracy
 LF0434;SPC MO W     -   448,590.      767,180.      MT  (+/- 180 meters Scaled)
 LF0434
 LF0434                          SUPERSEDED SURVEY CONTROL
 LF0434
 LF0434  NGVD 29 (??/??/92)  264.796  (m)          868.75   (f) ADJ UNCH    2 0
 LF0434
 LF0434.Superseded values are not recommended for survey control.
 LF0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0434.See file dsdata.txt to determine how the superseded data were derived.
 LF0434
 LF0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE895533(NAD 83)
 LF0434_MARKER: DB = BENCH MARK DISK
 LF0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0434_STAMPING: G 207 1948
 LF0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0434+STABILITY: SURFACE MOTION
 LF0434
 LF0434  HISTORY     - Date     Condition        Report By
 LF0434  HISTORY     - 1948     MONUMENTED       CGS
 LF0434  HISTORY     - 1961     GOOD             NGS
 LF0434
 LF0434                          STATION DESCRIPTION
 LF0434
 LF0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0434'4.4 MI SW FROM CORNING.
 LF0434'2.85 MILES SOUTH ALONG STATE HIGHWAY NO. 111 FROM THE STATION
 LF0434'AT CORNING, THENCE 0.65 MILE WEST ALONG A DIRT ROAD, THENCE
 LF0434'0.9 MILE SOUTHWEST ALONG A DIRT ROAD, ON THE NORTHEAST EDGE OF
 LF0434'A WOODEN AREA, AT THE WEST CORNER OF A CULTIVATED FIELD, 18.0 FEET
 LF0434'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 38.2 FEET
 LF0434'SOUTH-SOUTHEAST OF A 6-INCH COTTONWOOD TREE WITH A TRIANGULAR
 LF0434'BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 16.5 FEET NORTHEAST
 LF0434'OF A 20-INCH COTTONWOOD TREE WITH A TRIANGULAR BLAZE ON THE
 LF0434'NORTHWEST SIDE OF TREE, 1.4 FEET SOUTHWEST OF A REFERENCE POST,
 LF0434'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 LF0434'GROUND.  NOTE-- THIS AREA WAS COVERED BY THE 1952 FLOOD.  THE
 LF0434'AREA HAS BEEN CLEARED, RECLAIMED, AND IS ALL UNDER CULTIVATION.
 LF0434
 LF0434                          STATION RECOVERY (1961)
 LF0434
 LF0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0687 ***********************************************************************
 LF0687  DESIGNATION -  G 208
 LF0687  PID         -  LF0687
 LF0687  STATE/COUNTY-  MO/ATCHISON
 LF0687  USGS QUAD   -  NEMAHA (1966)
 LF0687
 LF0687                         *CURRENT SURVEY CONTROL
 LF0687  ___________________________________________________________________
 LF0687* NAD 83(1986)-  40 19 15.     (N)    095 38 04.     (W)     SCALED    
 LF0687* NAVD 88     -       271.482  (meters)     890.69   (feet)  ADJUSTED  
 LF0687  ___________________________________________________________________
 LF0687  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LF0687  DYNAMIC HT  -         271.337 (meters)     890.21  (feet)  COMP
 LF0687  MODELED GRAV-     980,085.5   (mgal)                       NAVD 88
 LF0687
 LF0687  VERT ORDER  -  SECOND    CLASS 0
 LF0687
 LF0687.The horizontal coordinates were scaled from a topographic map and have
 LF0687.an estimated accuracy of +/- 6 seconds.
 LF0687
 LF0687.The orthometric height was determined by differential leveling
 LF0687.and adjusted by the National Geodetic Survey in June 1991..
 LF0687
 LF0687.The geoid height was determined by GEOID03.
 LF0687
 LF0687.The dynamic height is computed by dividing the NAVD 88
 LF0687.geopotential number by the normal gravity value computed on the
 LF0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0687.degrees latitude (g = 980.6199 gals.).
 LF0687
 LF0687.The modeled gravity was interpolated from observed gravity values.
 LF0687
 LF0687;                    North         East    Units  Estimated Accuracy
 LF0687;SPC MO W     -   461,710.      753,590.      MT  (+/- 180 meters Scaled)
 LF0687
 LF0687                          SUPERSEDED SURVEY CONTROL
 LF0687
 LF0687  NGVD 29 (??/??/92)  271.395  (m)          890.40   (f) ADJ UNCH    2 0
 LF0687
 LF0687.Superseded values are not recommended for survey control.
 LF0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0687.See file dsdata.txt to determine how the superseded data were derived.
 LF0687
 LF0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE761666(NAD 83)
 LF0687_MARKER: DB = BENCH MARK DISK
 LF0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0687_STAMPING: G 208 1948
 LF0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0687+STABILITY: SURFACE MOTION
 LF0687
 LF0687  HISTORY     - Date     Condition        Report By
 LF0687  HISTORY     - 1948     MONUMENTED       CGS
 LF0687
 LF0687                          STATION DESCRIPTION
 LF0687
 LF0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0687'4.9 MI SW FROM LANGDON.
 LF0687'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0687'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 0.8 MILE SOUTH
 LF0687'ALONG A PAVED ROAD, THENCE 0.4 MILE WEST ALONG A PAVED ROAD, THENCE
 LF0687'2.0 MILES SOUTHWESTERLY ALONG A DIKE ROAD, 0.3 MILE WEST AND
 LF0687'0.7 MILE NORTHEAST OF BENCH MARK E 208, AT A Y-ROAD, 38.0 FEET
 LF0687'SOUTHEAST OF THE CENTER LINE OF THE DIKE ROAD, 31.0 FEET NORTH
 LF0687'OF THE CENTER LINE OF A FAINT FIELD ROAD LEADING EAST ALONG THE
 LF0687'SOUTH EDGE OF WOODS AND THE NORTH EDGE OF A CULTIVATED FIELD, ON
 LF0687'THE TOP OF A SMALL KNOLL, 1.5 FEET NORTH OF A REFERENCE POST, ABOUT
 LF0687'1.0 FOOT BELOW THE TOP OF THE DIKE, SET IN THE TOP OF A CONCRETE
 LF0687'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE-- IT PROJECTS ABOUT
 LF0687'16 INCHES AND THE WITNESS POST IS GONE.  MARK IS 100 YARDS WEST
 LF0687'OF THE NEW LEVEE WHICH WAS BUILT AFTER THE 1952 FLOOD AND 0.35
 LF0687'MILE WEST OF TRIANGULATION STATION EXCELSIOR, THENCE 0.25 MILE
 LF0687'SOUTH ALONG ROAD ON TOP OF NEW LEVEE TO THE NORTH EDGE OF A SMALL
 LF0687'CULTIVATED FIELD ON THE WEST SIDE OF LEVEE AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0822 ***********************************************************************
 LF0822  DESIGNATION -  G 209
 LF0822  PID         -  LF0822
 LF0822  STATE/COUNTY-  MO/ATCHISON
 LF0822  USGS QUAD   -  HAMBURG (1984)
 LF0822
 LF0822                         *CURRENT SURVEY CONTROL
 LF0822  ___________________________________________________________________
 LF0822* NAD 83(1986)-  40 33 56.     (N)    095 38 14.     (W)     SCALED    
 LF0822* NAVD 88     -       284.143  (meters)     932.23   (feet)  ADJUSTED  
 LF0822  ___________________________________________________________________
 LF0822  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LF0822  DYNAMIC HT  -         283.992 (meters)     931.73  (feet)  COMP
 LF0822  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 LF0822
 LF0822  VERT ORDER  -  FIRST     CLASS II
 LF0822
 LF0822.The horizontal coordinates were scaled from a topographic map and have
 LF0822.an estimated accuracy of +/- 6 seconds.
 LF0822
 LF0822.The orthometric height was determined by differential leveling
 LF0822.and adjusted by the National Geodetic Survey in June 1991..
 LF0822
 LF0822.The geoid height was determined by GEOID03.
 LF0822
 LF0822.The dynamic height is computed by dividing the NAVD 88
 LF0822.geopotential number by the normal gravity value computed on the
 LF0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0822.degrees latitude (g = 980.6199 gals.).
 LF0822
 LF0822.The modeled gravity was interpolated from observed gravity values.
 LF0822
 LF0822;                    North         East    Units  Estimated Accuracy
 LF0822;SPC MO W     -   488,890.      753,700.      MT  (+/- 180 meters Scaled)
 LF0822
 LF0822                          SUPERSEDED SURVEY CONTROL
 LF0822
 LF0822  NGVD 29 (??/??/92)  284.046  (m)          931.91   (f) ADJ UNCH    1 2
 LF0822
 LF0822.Superseded values are not recommended for survey control.
 LF0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0822.See file dsdata.txt to determine how the superseded data were derived.
 LF0822
 LF0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE767938(NAD 83)
 LF0822_MARKER: DB = BENCH MARK DISK
 LF0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0822_STAMPING: G 209 1948
 LF0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0822+STABILITY: SURFACE MOTION
 LF0822
 LF0822  HISTORY     - Date     Condition        Report By
 LF0822  HISTORY     - 1948     MONUMENTED       CGS
 LF0822  HISTORY     - 1961     GOOD             NGS
 LF0822  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0822
 LF0822                          STATION DESCRIPTION
 LF0822
 LF0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0822'3 MI SE FROM HAMBURG.
 LF0822'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 275 FROM THE STEEL
 LF0822'BRIDGE OVER THE NISHNABOTNA RIVER ON THE EAST EDGE OF HAMBURG,
 LF0822'ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTH AND
 LF0822'SOUTHEAST, 193.0 FEET SOUTH OF THE NORTHEAST END OF A DIKE,
 LF0822'115.0 FEET SOUTHWEST OF THE SOUTH CORNER OF A CATTLE PEN, 44.0
 LF0822'FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.8
 LF0822'FOOT EAST-NORTHEAST OF A FENCE, 1.2 FEET NORTH-NORTHWEST OF A
 LF0822'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 LF0822'FOOT ABOVE THE GROUND.
 LF0822
 LF0822                          STATION RECOVERY (1961)
 LF0822
 LF0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0822'RECOVERED IN GOOD CONDITION.
 LF0822
 LF0822                          STATION RECOVERY (1976)
 LF0822
 LF0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1453 ***********************************************************************
 JD1453  DESIGNATION -  G 21
 JD1453  PID         -  JD1453
 JD1453  STATE/COUNTY-  MO/HENRY
 JD1453  USGS QUAD   -  CALHOUN EAST (1981)
 JD1453
 JD1453                         *CURRENT SURVEY CONTROL
 JD1453  ___________________________________________________________________
 JD1453* NAD 83(1986)-  38 29 08.     (N)    093 34 29.     (W)     SCALED    
 JD1453* NAVD 88     -       241.189  (meters)     791.30   (feet)  ADJUSTED  
 JD1453  ___________________________________________________________________
 JD1453  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD1453  DYNAMIC HT  -         241.021 (meters)     790.75  (feet)  COMP
 JD1453  MODELED GRAV-     979,926.7   (mgal)                       NAVD 88
 JD1453
 JD1453  VERT ORDER  -  SECOND    CLASS 0
 JD1453
 JD1453.The horizontal coordinates were scaled from a topographic map and have
 JD1453.an estimated accuracy of +/- 6 seconds.
 JD1453
 JD1453.The orthometric height was determined by differential leveling
 JD1453.and adjusted by the National Geodetic Survey in June 1991..
 JD1453
 JD1453.The geoid height was determined by GEOID03.
 JD1453
 JD1453.The dynamic height is computed by dividing the NAVD 88
 JD1453.geopotential number by the normal gravity value computed on the
 JD1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1453.degrees latitude (g = 980.6199 gals.).
 JD1453
 JD1453.The modeled gravity was interpolated from observed gravity values.
 JD1453
 JD1453;                    North         East    Units  Estimated Accuracy
 JD1453;SPC MO W     -   257,750.      930,730.      MT  (+/- 180 meters Scaled)
 JD1453
 JD1453                          SUPERSEDED SURVEY CONTROL
 JD1453
 JD1453  NGVD 29 (??/??/92)  241.076  (m)          790.93   (f) ADJ UNCH    2 0
 JD1453
 JD1453.Superseded values are not recommended for survey control.
 JD1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1453.See file dsdata.txt to determine how the superseded data were derived.
 JD1453
 JD1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC498598(NAD 83)
 JD1453_MARKER: DB = BENCH MARK DISK
 JD1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1453_STAMPING: G 21 1934
 JD1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1453+STABILITY: SURFACE MOTION
 JD1453
 JD1453  HISTORY     - Date     Condition        Report By
 JD1453  HISTORY     - 1934     MONUMENTED       CGS
 JD1453  HISTORY     - 1962     GOOD             NGS
 JD1453
 JD1453                          STATION DESCRIPTION
 JD1453
 JD1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1453'3.2 MI NE FROM CALHOUN.
 JD1453'ABOUT 3.15 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1453'RAILROAD FROM THE STATION AT CALHOUN OR ABOUT 4.35 MILES SOUTHWEST
 JD1453'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM THE STATION
 JD1453'AT WINDSOR, IN SECTION 21, T 43 N, R 24 W, 10 POLES SOUTHWEST
 JD1453'OF MILEPOST 252, 60 FEET EAST OF THE CENTER OF A DIRT ROAD CROSSING,
 JD1453'44 FEET SOUTHEAT OF THE SOUTHEAST RAIL, 37 FEET NORTHEAST OF THE
 JD1453'CENTER LINE OF A DIRT ROAD, 2 1/2 FEET NORTHWEST OF A FENCE,
 JD1453'1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 JD1453'THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 JD1453'PROJECTING 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0372 ***********************************************************************
 LF0372  DESIGNATION -  G 210
 LF0372  PID         -  LF0372
 LF0372  STATE/COUNTY-  MO/HOLT
 LF0372  USGS QUAD   -  CRAIG (1981)
 LF0372
 LF0372                         *CURRENT SURVEY CONTROL
 LF0372  ___________________________________________________________________
 LF0372* NAD 83(1986)-  40 09 47.     (N)    095 20 07.     (W)     SCALED    
 LF0372* NAVD 88     -       264.653  (meters)     868.28   (feet)  ADJUSTED  
 LF0372  ___________________________________________________________________
 LF0372  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 LF0372  DYNAMIC HT  -         264.509 (meters)     867.81  (feet)  COMP
 LF0372  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 LF0372
 LF0372  VERT ORDER  -  FIRST     CLASS II
 LF0372
 LF0372.The horizontal coordinates were scaled from a topographic map and have
 LF0372.an estimated accuracy of +/- 6 seconds.
 LF0372
 LF0372.The orthometric height was determined by differential leveling
 LF0372.and adjusted by the National Geodetic Survey in June 1991..
 LF0372
 LF0372.The geoid height was determined by GEOID03.
 LF0372
 LF0372.The dynamic height is computed by dividing the NAVD 88
 LF0372.geopotential number by the normal gravity value computed on the
 LF0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0372.degrees latitude (g = 980.6199 gals.).
 LF0372
 LF0372.The modeled gravity was interpolated from observed gravity values.
 LF0372
 LF0372;                    North         East    Units  Estimated Accuracy
 LF0372;SPC MO W     -   443,910.      778,850.      MT  (+/- 180 meters Scaled)
 LF0372
 LF0372                          SUPERSEDED SURVEY CONTROL
 LF0372
 LF0372  NGVD 29 (??/??/92)  264.577  (m)          868.03   (f) ADJ UNCH    1 2
 LF0372
 LF0372.Superseded values are not recommended for survey control.
 LF0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0372.See file dsdata.txt to determine how the superseded data were derived.
 LF0372
 LF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE011484(NAD 83)
 LF0372_MARKER: DB = BENCH MARK DISK
 LF0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0372_STAMPING: G 210 1948
 LF0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0372+STABILITY: SURFACE MOTION
 LF0372
 LF0372  HISTORY     - Date     Condition        Report By
 LF0372  HISTORY     - 1948     MONUMENTED       CGS
 LF0372  HISTORY     - 1965     GOOD             NGS
 LF0372  HISTORY     - 1975     MARK NOT FOUND   USGS
 LF0372
 LF0372                          STATION DESCRIPTION
 LF0372
 LF0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0372'2.8 MI SE FROM CRAIG.
 LF0372'2.85 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0372'RAILROAD FROM THE STATION AT CRAIG, ABOUT 0.1 MILE SOUTHWEST
 LF0372'OF THE HOME OF J.T. MC COY, AT A PRIVATE ROAD CROSSING, 59.1
 LF0372'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 44.2 FEET
 LF0372'NORTH OF A CROSSING SIGN POST, 40.0 FEET NORTHWEST OF THE CENTER
 LF0372'LINE OF THE ROAD, 15.0 FEET EAST OF THE CENTER LINE OF A GATE,
 LF0372'1.5 FEET SOUTH OF A FENCE LINE, 1.3 FEET WEST OF A 4 X 4
 LF0372'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF0372'0.3 FOOT ABOVE THE GROUND.
 LF0372
 LF0372                          STATION RECOVERY (1965)
 LF0372
 LF0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LF0372'RECOVERED IN GOOD CONDITION.
 LF0372
 LF0372                          STATION RECOVERY (1975)
 LF0372
 LF0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0998 ***********************************************************************
 LF0998  DESIGNATION -  G 211
 LF0998  PID         -  LF0998
 LF0998  STATE/COUNTY-  MO/ATCHISON
 LF0998  USGS QUAD   -  JULIAN (1984)
 LF0998
 LF0998                         *CURRENT SURVEY CONTROL
 LF0998  ___________________________________________________________________
 LF0998* NAD 83(1986)-  40 33 41.     (N)    095 45 19.     (W)     SCALED    
 LF0998* NAVD 88     -       276.253  (meters)     906.34   (feet)  ADJUSTED  
 LF0998  ___________________________________________________________________
 LF0998  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LF0998  DYNAMIC HT  -         276.106 (meters)     905.86  (feet)  COMP
 LF0998  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 LF0998
 LF0998  VERT ORDER  -  SECOND    CLASS 0
 LF0998
 LF0998.The horizontal coordinates were scaled from a topographic map and have
 LF0998.an estimated accuracy of +/- 6 seconds.
 LF0998
 LF0998.The orthometric height was determined by differential leveling
 LF0998.and adjusted by the National Geodetic Survey in June 1991..
 LF0998
 LF0998.The geoid height was determined by GEOID03.
 LF0998
 LF0998.The dynamic height is computed by dividing the NAVD 88
 LF0998.geopotential number by the normal gravity value computed on the
 LF0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0998.degrees latitude (g = 980.6199 gals.).
 LF0998
 LF0998.The modeled gravity was interpolated from observed gravity values.
 LF0998
 LF0998;                    North         East    Units  Estimated Accuracy
 LF0998;SPC MO W     -   488,560.      743,700.      MT  (+/- 180 meters Scaled)
 LF0998
 LF0998                          SUPERSEDED SURVEY CONTROL
 LF0998
 LF0998  NGVD 29 (??/??/92)  276.153  (m)          906.01   (f) ADJ UNCH    2 0
 LF0998
 LF0998.Superseded values are not recommended for survey control.
 LF0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0998.See file dsdata.txt to determine how the superseded data were derived.
 LF0998
 LF0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE667937(NAD 83)
 LF0998_MARKER: DB = BENCH MARK DISK
 LF0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0998_STAMPING: G 211 1948
 LF0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0998+STABILITY: SURFACE MOTION
 LF0998
 LF0998  HISTORY     - Date     Condition        Report By
 LF0998  HISTORY     - 1948     MONUMENTED       CGS
 LF0998  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF0998
 LF0998                          STATION DESCRIPTION
 LF0998
 LF0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0998'7.6 MI SW FROM HAMBURG.
 LF0998'1.6 MILES SOUTH ALONG A DIRT ROAD FROM THE RAILROAD STATION AT
 LF0998'HAMBURG, THENCE 3.5 MILES WEST ALONG A DIRT ROAD, THENCE 0.1 MILE
 LF0998'SOUTH AND 0.5 MILE NORTHWEST ALONG A DIRT ROAD, THENCE 0.85 MILES
 LF0998'SOUTH ALONG A DIRT ROAD, THENCE 1.05 MILES WEST ALONG A DIRT
 LF0998'FARM TRAIL, ABOUT 300.0 FEET EAST OF A RIVER LEVEE, ABOUT 140.0
 LF0998'FEET WEST OF A POINT WHERE THE FARM TRAIL FROM THE EAST ENTERS
 LF0998'A COTTONWOOD GROVE, SET BETWEEN TWO COTTONWOOD TREES WHICH ARE
 LF0998'12-FEET APART, 33.0 FEET NORTH OF THE CENTER LINE OF THE FARM
 LF0998'TRAIL, 1.8 FEET EAST OF A 4 X 4 REFERENCE POST, SET IN THE TOP
 LF0998'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LF0998'NOTE-- THIS AREA WAS HIT BY THE 1952 FLOOD AND A NEW LEVEE HAS
 LF0998'BEEN BUILT, THE MARK IS PROBABLY DESTROYED.
 LF0998
 LF0998                          STATION RECOVERY (1961)
 LF0998
 LF0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0406 ***********************************************************************
 LF0406  DESIGNATION -  G 212
 LF0406  PID         -  LF0406
 LF0406  STATE/COUNTY-  MO/HOLT
 LF0406  USGS QUAD   -  RULO (1965)
 LF0406
 LF0406                         *CURRENT SURVEY CONTROL
 LF0406  ___________________________________________________________________
 LF0406* NAD 83(1986)-  40 03 29.     (N)    095 23 59.     (W)     SCALED    
 LF0406* NAVD 88     -       262.161  (meters)     860.11   (feet)  ADJUSTED  
 LF0406  ___________________________________________________________________
 LF0406  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LF0406  DYNAMIC HT  -         262.016 (meters)     859.63  (feet)  COMP
 LF0406  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 LF0406
 LF0406  VERT ORDER  -  SECOND    CLASS 0
 LF0406
 LF0406.The horizontal coordinates were scaled from a topographic map and have
 LF0406.an estimated accuracy of +/- 6 seconds.
 LF0406
 LF0406.The orthometric height was determined by differential leveling
 LF0406.and adjusted by the National Geodetic Survey in June 1991..
 LF0406
 LF0406.The geoid height was determined by GEOID03.
 LF0406
 LF0406.The dynamic height is computed by dividing the NAVD 88
 LF0406.geopotential number by the normal gravity value computed on the
 LF0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0406.degrees latitude (g = 980.6199 gals.).
 LF0406
 LF0406.The modeled gravity was interpolated from observed gravity values.
 LF0406
 LF0406;                    North         East    Units  Estimated Accuracy
 LF0406;SPC MO W     -   432,300.      773,240.      MT  (+/- 180 meters Scaled)
 LF0406
 LF0406                          SUPERSEDED SURVEY CONTROL
 LF0406
 LF0406  NGVD 29 (??/??/92)  262.095  (m)          859.89   (f) ADJ UNCH    2 0
 LF0406
 LF0406.Superseded values are not recommended for survey control.
 LF0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0406.See file dsdata.txt to determine how the superseded data were derived.
 LF0406
 LF0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE953369(NAD 83)
 LF0406_MARKER: DB = BENCH MARK DISK
 LF0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0406_STAMPING: G 212 1948
 LF0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0406+STABILITY: SURFACE MOTION
 LF0406
 LF0406  HISTORY     - Date     Condition        Report By
 LF0406  HISTORY     - 1948     MONUMENTED       CGS
 LF0406  HISTORY     - 1970     GOOD             NGS
 LF0406
 LF0406                          STATION DESCRIPTION
 LF0406
 LF0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0406'1.5 MI E FROM RULO.
 LF0406'1.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0406'FROM THE STATION AT RULO, 0.9 MILE EAST OF THE EAST END OF THE
 LF0406'U.S. HIGHWAY 159 BRIDGE ACROSS THE MISSOURI RIVER, ACROSS U.S.
 LF0406'HIGHWAY 159 FROM THE RAILROAD, IN THE YARD AT THE FARMHOME OF
 LF0406'W.J. CUNNINGHAM, 106.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LF0406'OF THE HOUSE, 133.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LF0406'38.3 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 7.1 FEET
 LF0406'SOUTH OF THE WEST LEG OF A WINDMILL, 1.0 FOOT EAST OF A FENCE,
 LF0406'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LF0406'THE GROUND.  NOTE-- THE FARM HOUSE IS TO BE REMOVED FOR ROAD
 LF0406'CONSTRUCTION.  MARK WILL BE 86 FT S OF CENTERLINE OF U.S. HIGHWAY
 LF0406'159 AND 1.5 FT NW OF A METAL WITNESS SIGN WHICH IS ATTACHED TO
 LF0406'A TREE.
 LF0406
 LF0406                          STATION RECOVERY (1970)
 LF0406
 LF0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LF0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0393 ***********************************************************************
 KD0393  DESIGNATION -  G 213
 KD0393  PID         -  KD0393
 KD0393  STATE/COUNTY-  MO/SALINE
 KD0393  USGS QUAD   -  MIAMI (1979)
 KD0393
 KD0393                         *CURRENT SURVEY CONTROL
 KD0393  ___________________________________________________________________
 KD0393* NAD 83(1986)-  39 17 29.     (N)    093 14 36.     (W)     SCALED    
 KD0393* NAVD 88     -       211.929  (meters)     695.30   (feet)  POSTED    
 KD0393  ___________________________________________________________________
 KD0393  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0393  DYNAMIC HT  -         211.800 (meters)     694.88  (feet)  COMP
 KD0393  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 KD0393
 KD0393  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KD0393
 KD0393.The horizontal coordinates were scaled from a topographic map and have
 KD0393.an estimated accuracy of +/- 6 seconds.
 KD0393
 KD0393.The orthometric height was determined by differential leveling
 KD0393.and adjusted by the National Geodetic Survey in 1992..
 KD0393.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KD0393.rate of 1.1 thru 2.0 mm/km.
 KD0393
 KD0393.The geoid height was determined by GEOID03.
 KD0393
 KD0393.The dynamic height is computed by dividing the NAVD 88
 KD0393.geopotential number by the normal gravity value computed on the
 KD0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0393.degrees latitude (g = 980.6199 gals.).
 KD0393
 KD0393.The modeled gravity was interpolated from observed gravity values.
 KD0393
 KD0393;                    North         East    Units  Estimated Accuracy
 KD0393;SPC MO C     -   384,040.      435,880.      MT  (+/- 180 meters Scaled)
 KD0393
 KD0393                          SUPERSEDED SURVEY CONTROL
 KD0393
 KD0393  NGVD 29 (??/??/92)  211.900  (m)          695.21   (f) ADJ UNCH    1 2
 KD0393
 KD0393.Superseded values are not recommended for survey control.
 KD0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0393.See file dsdata.txt to determine how the superseded data were derived.
 KD0393
 KD0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD790491(NAD 83)
 KD0393_MARKER: DB = BENCH MARK DISK
 KD0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0393_STAMPING: G 213 1948
 KD0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0393+STABILITY: SURFACE MOTION
 KD0393
 KD0393  HISTORY     - Date     Condition        Report By
 KD0393  HISTORY     - 1948     MONUMENTED       CGS
 KD0393
 KD0393                          STATION DESCRIPTION
 KD0393
 KD0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0393'3.3 MI SW FROM MIAMI.
 KD0393'1.0 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0393'MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE 0.4 MILE
 KD0393'WEST, 0.5 MILE SOUTH, 0.2 MILE WEST, 0.2 MILE SOUTH, 0.3 MILE
 KD0393'WEST AND 0.7 MILE SOUTH ALONG A DIRT ROAD, AT COON HOLLOW, AT THE
 KD0393'JUNCTION OF DIRT ROAD LEADING NORTH AND DIRT ROAD LEADING NORTHWEST
 KD0393'DOWN COON HOLLOW, 0.6 MILE SOUTHEAST OF EXCELSIOR MILL, 23.0 FEET
 KD0393'EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 211.0 FEET
 KD0393'NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE, 43.0 FEET NORTH OF
 KD0393'THE CENTER OF A WOODEN GATE, 1.2 FEET EAST OF A FENCE, 3.4 FEET
 KD0393'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 KD0393'PROJECTING 0.5 FOOT ABOVE THE GROUND.  APPROXIMATELY 75.0 FEET
 KD0393'NORTH OF THE ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0180 ***********************************************************************
 KD0180  DESIGNATION -  G 214
 KD0180  PID         -  KD0180
 KD0180  STATE/COUNTY-  MO/SALINE
 KD0180  USGS QUAD   -  SALINE CITY (1971)
 KD0180
 KD0180                         *CURRENT SURVEY CONTROL
 KD0180  ___________________________________________________________________
 KD0180* NAD 83(1986)-  39 13 31.     (N)    092 55 36.     (W)     SCALED    
 KD0180* NAVD 88     -       189.052  (meters)     620.25   (feet)  ADJUSTED  
 KD0180  ___________________________________________________________________
 KD0180  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0180  DYNAMIC HT  -         188.937 (meters)     619.87  (feet)  COMP
 KD0180  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 KD0180
 KD0180  VERT ORDER  -  FIRST     CLASS II
 KD0180
 KD0180.The horizontal coordinates were scaled from a topographic map and have
 KD0180.an estimated accuracy of +/- 6 seconds.
 KD0180
 KD0180.The orthometric height was determined by differential leveling
 KD0180.and adjusted by the National Geodetic Survey in June 1991..
 KD0180
 KD0180.The geoid height was determined by GEOID03.
 KD0180
 KD0180.The dynamic height is computed by dividing the NAVD 88
 KD0180.geopotential number by the normal gravity value computed on the
 KD0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0180.degrees latitude (g = 980.6199 gals.).
 KD0180
 KD0180.The modeled gravity was interpolated from observed gravity values.
 KD0180
 KD0180;                    North         East    Units  Estimated Accuracy
 KD0180;SPC MO C     -   376,530.      463,160.      MT  (+/- 180 meters Scaled)
 KD0180
 KD0180                          SUPERSEDED SURVEY CONTROL
 KD0180
 KD0180  NGVD 29 (??/??/92)  189.027  (m)          620.17   (f) ADJ UNCH    1 2
 KD0180
 KD0180.Superseded values are not recommended for survey control.
 KD0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0180.See file dsdata.txt to determine how the superseded data were derived.
 KD0180
 KD0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD063417(NAD 83)
 KD0180_MARKER: DB = BENCH MARK DISK
 KD0180_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KD0180_SP_SET: FOUNDATION WALL
 KD0180_STAMPING: G 214 1948
 KD0180_MARK LOGO: CGS   
 KD0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0180+STABILITY: SURFACE MOTION
 KD0180
 KD0180  HISTORY     - Date     Condition        Report By
 KD0180  HISTORY     - 1948     MONUMENTED       CGS
 KD0180  HISTORY     - 1986     GOOD             NGS
 KD0180
 KD0180                          STATION DESCRIPTION
 KD0180
 KD0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0180'4.5 MI W FROM GLASGOW.
 KD0180'4.5 MILES WEST ALONG STATE HIGHWAY 240 FROM THE EAST END OF THE
 KD0180'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT GLASGOW, NEAR A POINT
 KD0180'WHERE THE HIGHWAY MAKES A SLIGHT CURVE TO THE WEST AND LEAVES
 KD0180'THE RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE FOUNDATION
 KD0180'OF THE CITY OF SLATER WATER WELL NO. 2, 84.0 FEET SOUTH OF THE
 KD0180'CENTER LINE OF THE HIGHWAY, 2.8 FEET EAST OF AND 2.0 FEET LOWER
 KD0180'THAN THE EAST SIDE DOOR TO THE WELL HOUSE, 1.6 FEET WEST OF THE
 KD0180'NORTHEAST CORNER OF THE WELL HOUSE, 1.2 FEET ABOVE THE SURFACE
 KD0180'OF THE GROUND.
 KD0180
 KD0180                          STATION RECOVERY (1986)
 KD0180
 KD0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0180'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.5 KM (5.65
 KD0180'MI) WESTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION WITH STATE
 KD0180'HIGHWAY 87 IN GLASGOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0400 ***********************************************************************
 KE0400  DESIGNATION -  G 215
 KE0400  PID         -  KE0400
 KE0400  STATE/COUNTY-  MO/ANDREW
 KE0400  USGS QUAD   -  AMAZONIA (1972)
 KE0400
 KE0400                         *CURRENT SURVEY CONTROL
 KE0400  ___________________________________________________________________
 KE0400* NAD 83(1986)-  39 53 01.     (N)    094 53 25.     (W)     SCALED    
 KE0400* NAVD 88     -       254.000  (meters)     833.33   (feet)  ADJUSTED  
 KE0400  ___________________________________________________________________
 KE0400  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KE0400  DYNAMIC HT  -         253.856 (meters)     832.86  (feet)  COMP
 KE0400  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 KE0400
 KE0400  VERT ORDER  -  FIRST     CLASS II
 KE0400
 KE0400.The horizontal coordinates were scaled from a topographic map and have
 KE0400.an estimated accuracy of +/- 6 seconds.
 KE0400
 KE0400.The orthometric height was determined by differential leveling
 KE0400.and adjusted by the National Geodetic Survey in June 1991..
 KE0400
 KE0400.The geoid height was determined by GEOID03.
 KE0400
 KE0400.The dynamic height is computed by dividing the NAVD 88
 KE0400.geopotential number by the normal gravity value computed on the
 KE0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0400.degrees latitude (g = 980.6199 gals.).
 KE0400
 KE0400.The modeled gravity was interpolated from observed gravity values.
 KE0400
 KE0400;                    North         East    Units  Estimated Accuracy
 KE0400;SPC MO W     -   412,620.      816,620.      MT  (+/- 180 meters Scaled)
 KE0400
 KE0400                          SUPERSEDED SURVEY CONTROL
 KE0400
 KE0400  NGVD 29 (??/??/92)  253.904  (m)          833.02   (f) ADJ UNCH    1 2
 KE0400
 KE0400.Superseded values are not recommended for survey control.
 KE0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0400.See file dsdata.txt to determine how the superseded data were derived.
 KE0400
 KE0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE383165(NAD 83)
 KE0400_MARKER: DB = BENCH MARK DISK
 KE0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0400_STAMPING: G 215 1948
 KE0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0400+STABILITY: SURFACE MOTION
 KE0400
 KE0400  HISTORY     - Date     Condition        Report By
 KE0400  HISTORY     - 1948     MONUMENTED       CGS
 KE0400  HISTORY     - 1961     GOOD             NGS
 KE0400  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0400
 KE0400                          STATION DESCRIPTION
 KE0400
 KE0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0400'AT AMAZONIA.
 KE0400'AT AMAZONIA, 0.25 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON
 KE0400'AND QUINCY (CRESTON BRANCH) RAILROAD FROM THE STATION, AT
 KE0400'THE SOUTHEAST EDGE OF THE TOWN, 304.0 FEET NORTHWEST OF THE
 KE0400'NORTHWEST END OF BRIDGE NO. 95.40, 42.2 FEET NORTHWEST OF A
 KE0400'SIGNAL TOWER, 33.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF A
 KE0400'SIDE TRACK, 33.3 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST
 KE0400'RAIL OF THE CRESTON BRANCH TRACK, 2.9 FEET SOUTHEAST OF A
 KE0400'TELEPHONE POLE, 1.9 FEET SOUTHWEST OF A REFERENCE POST, SET IN
 KE0400'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0400
 KE0400                          STATION RECOVERY (1961)
 KE0400
 KE0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0400'RECOVERED IN GOOD CONDITION.
 KE0400
 KE0400                          STATION RECOVERY (1989)
 KE0400
 KE0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0475 ***********************************************************************
 KE0475  DESIGNATION -  G 216
 KE0475  PID         -  KE0475
 KE0475  STATE/COUNTY-  MO/BUCHANAN
 KE0475  USGS QUAD   -  ATCHISON EAST (1984)
 KE0475
 KE0475                         *CURRENT SURVEY CONTROL
 KE0475  ___________________________________________________________________
 KE0475* NAD 83(1986)-  39 34 08.     (N)    095 04 57.     (W)     SCALED    
 KE0475* NAVD 88     -       239.603  (meters)     786.10   (feet)  ADJUSTED  
 KE0475  ___________________________________________________________________
 KE0475  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KE0475  DYNAMIC HT  -         239.460 (meters)     785.63  (feet)  COMP
 KE0475  MODELED GRAV-     980,024.0   (mgal)                       NAVD 88
 KE0475
 KE0475  VERT ORDER  -  FIRST     CLASS II
 KE0475
 KE0475.The horizontal coordinates were scaled from a topographic map and have
 KE0475.an estimated accuracy of +/- 6 seconds.
 KE0475
 KE0475.The orthometric height was determined by differential leveling
 KE0475.and adjusted by the National Geodetic Survey in June 1991..
 KE0475
 KE0475.The geoid height was determined by GEOID03.
 KE0475
 KE0475.The dynamic height is computed by dividing the NAVD 88
 KE0475.geopotential number by the normal gravity value computed on the
 KE0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0475.degrees latitude (g = 980.6199 gals.).
 KE0475
 KE0475.The modeled gravity was interpolated from observed gravity values.
 KE0475
 KE0475;                    North         East    Units  Estimated Accuracy
 KE0475;SPC MO W     -   377,770.      799,950.      MT  (+/- 180 meters Scaled)
 KE0475
 KE0475                          SUPERSEDED SURVEY CONTROL
 KE0475
 KE0475  NGVD 29 (??/??/92)  239.503  (m)          785.77   (f) ADJ UNCH    1 2
 KE0475
 KE0475.Superseded values are not recommended for survey control.
 KE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0475.See file dsdata.txt to determine how the superseded data were derived.
 KE0475
 KE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD211819(NAD 83)
 KE0475_MARKER: DB = BENCH MARK DISK
 KE0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0475_STAMPING: G 216 1948
 KE0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0475+STABILITY: SURFACE MOTION
 KE0475
 KE0475  HISTORY     - Date     Condition        Report By
 KE0475  HISTORY     - 1948     MONUMENTED       CGS
 KE0475  HISTORY     - 1957     GOOD             NGS
 KE0475
 KE0475                          STATION DESCRIPTION
 KE0475
 KE0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0475'1.7 MI NE FROM WINTHROP.
 KE0475'1.7 MILES NORTHEAST ALONG THE ROCK ISLAND RAILROAD FROM THE
 KE0475'EAST END OF THE MISSOURI RIVER BRIDGE AT WINTHROP (EAST ATCHISON),
 KE0475'ALONG THE SOUTHWEST EDGE OF MUD LAKE, 12 RAILS NORTHEAST OF
 KE0475'A PUBLIC ROAD CROSSING, ABOUT 150.0 FEET SOUTHWEST OF BRIDGE
 KE0475'NO. 516.6, 256.0 FEET EAST OF A STATION SIGN, 136.7 FEET SOUTHEAST
 KE0475'OF THE SOUTHEAST RAIL OF THE TRACK, 151.0 FEET NORTHEAST OF
 KE0475'THE CENTER LINE OF A COUNTY ROAD, BETWEEN TWO POPLAR TREES,
 KE0475'10.0 FEET NORTH OF THE MOST SOUTHERLY TREE, 7.0 FEET SOUTHWEST
 KE0475'OF THE MOST NORTHERLY TREE, 1.4 FEET WEST OF A REFERENCE POST,
 KE0475'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KE0475'GROUND.  NOTE-- THAT THE NORTH POPLAR TREE OF THE TWO POPLAR
 KE0475'TREES MENTIONED IN THE DESCRIPTION HAS BEEN CUT DOWN, LEAVING
 KE0475'A 2-FOOT STUMP.
 KE0475
 KE0475                          STATION RECOVERY (1957)
 KE0475
 KE0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0345 ***********************************************************************
 KE0345  DESIGNATION -  G 217
 KE0345  PID         -  KE0345
 KE0345  STATE/COUNTY-  MO/BUCHANAN
 KE0345  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0345
 KE0345                         *CURRENT SURVEY CONTROL
 KE0345  ___________________________________________________________________
 KE0345* NAD 83(1986)-  39 43 13.     (N)    094 52 09.     (W)     SCALED    
 KE0345* NAVD 88     -       250.737  (meters)     822.63   (feet)  ADJUSTED  
 KE0345  ___________________________________________________________________
 KE0345  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KE0345  DYNAMIC HT  -         250.589 (meters)     822.14  (feet)  COMP
 KE0345  MODELED GRAV-     980,031.6   (mgal)                       NAVD 88
 KE0345
 KE0345  VERT ORDER  -  FIRST     CLASS II
 KE0345
 KE0345.The horizontal coordinates were scaled from a topographic map and have
 KE0345.an estimated accuracy of +/- 6 seconds.
 KE0345
 KE0345.The orthometric height was determined by differential leveling
 KE0345.and adjusted by the National Geodetic Survey in June 1991..
 KE0345
 KE0345.The geoid height was determined by GEOID03.
 KE0345
 KE0345.The dynamic height is computed by dividing the NAVD 88
 KE0345.geopotential number by the normal gravity value computed on the
 KE0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0345.degrees latitude (g = 980.6199 gals.).
 KE0345
 KE0345.The modeled gravity was interpolated from observed gravity values.
 KE0345
 KE0345;                    North         East    Units  Estimated Accuracy
 KE0345;SPC MO W     -   394,480.      818,350.      MT  (+/- 180 meters Scaled)
 KE0345
 KE0345                          SUPERSEDED SURVEY CONTROL
 KE0345
 KE0345  NGVD 29 (??/??/92)  250.638  (m)          822.30   (f) ADJ UNCH    1 2
 KE0345
 KE0345.Superseded values are not recommended for survey control.
 KE0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0345.See file dsdata.txt to determine how the superseded data were derived.
 KE0345
 KE0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD397983(NAD 83)
 KE0345_MARKER: DB = BENCH MARK DISK
 KE0345_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KE0345_SP_SET: BUILDING
 KE0345_STAMPING: G 217 1948
 KE0345_MARK LOGO: CGS   
 KE0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE0345+STABILITY: POSITION/ELEVATION WELL
 KE0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0345+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 KE0345
 KE0345  HISTORY     - Date     Condition        Report By
 KE0345  HISTORY     - 1948     MONUMENTED       CGS
 KE0345  HISTORY     - 1958     GOOD             NGS
 KE0345  HISTORY     - 1975     GOOD             LOCENG
 KE0345  HISTORY     - 19890812 GOOD             NGS
 KE0345  HISTORY     - 20060506 GOOD             GEOCAC
 KE0345
 KE0345                          STATION DESCRIPTION
 KE0345
 KE0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0345'AT ST JOSEPH.
 KE0345'AT ST. JOSEPH, IN THE SOUTHERN SECTION OF THE CITY THAT IS
 KE0345'LOCALLY KNOWN AS SOUTH ST. JOSEPH, SET VERTICALLY IN THE SOUTHEAST
 KE0345'FACE AT THE SOUTH CORNER OF THE ST. JOSEPH LIVE STOCK EXCHANGE
 KE0345'BUILDING, ABOUT 0.1 MILE NORTHWEST OF THE CHICAGO, BURLINGTON
 KE0345'AND QUINCY RAILROAD STATION AT SOUTH ST. JOSEPH, 4.0 FEET ABOVE
 KE0345'GROUND LEVEL, 1.8 FEET NORTHEAST OF THE SOUTH CORNER OF THE
 KE0345'BUILDING.  NOTE-- THE ST. JOSEPH LIVE STOCK EXCHANGE BLDG. IS
 KE0345'LOCATED ABOUT 300 FEET NORTHWEST OF THE CHICAGO, BURLINGTON
 KE0345'AND QUINCY RAILROAD AND AT THE MAIN ENTRANCE TO THE ST. JOSEPH
 KE0345'STOCK YARDS.
 KE0345
 KE0345                          STATION RECOVERY (1958)
 KE0345
 KE0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0345'RECOVERED IN GOOD CONDITION.
 KE0345
 KE0345                          STATION RECOVERY (1975)
 KE0345
 KE0345'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 KE0345'RECOVERED IN GOOD CONDITION.
 KE0345
 KE0345                          STATION RECOVERY (1989)
 KE0345
 KE0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0345'RECOVERED IN GOOD CONDITION.
 KE0345
 KE0345                          STATION RECOVERY (2006)
 KE0345
 KE0345'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0064 ***********************************************************************
 KE0064  DESIGNATION -  G 218
 KE0064  PID         -  KE0064
 KE0064  STATE/COUNTY-  MO/JACKSON
 KE0064  USGS QUAD   -  BUCKNER (1990)
 KE0064
 KE0064                         *CURRENT SURVEY CONTROL
 KE0064  ___________________________________________________________________
 KE0064* NAD 83(1986)-  39 10 38.     (N)    094 10 50.     (W)     SCALED    
 KE0064* NAVD 88     -       237.019  (meters)     777.62   (feet)  ADJUSTED  
 KE0064  ___________________________________________________________________
 KE0064  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KE0064  DYNAMIC HT  -         236.871 (meters)     777.13  (feet)  COMP
 KE0064  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 KE0064
 KE0064  VERT ORDER  -  FIRST     CLASS II
 KE0064
 KE0064.The horizontal coordinates were scaled from a topographic map and have
 KE0064.an estimated accuracy of +/- 6 seconds.
 KE0064
 KE0064.The orthometric height was determined by differential leveling
 KE0064.and adjusted by the National Geodetic Survey in June 1991..
 KE0064
 KE0064.The geoid height was determined by GEOID03.
 KE0064
 KE0064.The dynamic height is computed by dividing the NAVD 88
 KE0064.geopotential number by the normal gravity value computed on the
 KE0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0064.degrees latitude (g = 980.6199 gals.).
 KE0064
 KE0064.The modeled gravity was interpolated from observed gravity values.
 KE0064
 KE0064;                    North         East    Units  Estimated Accuracy
 KE0064;SPC MO W     -   334,170.      877,600.      MT  (+/- 180 meters Scaled)
 KE0064
 KE0064                          SUPERSEDED SURVEY CONTROL
 KE0064
 KE0064  NGVD 29 (??/??/92)  236.935  (m)          777.34   (f) ADJ UNCH    1 2
 KE0064
 KE0064.Superseded values are not recommended for survey control.
 KE0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0064.See file dsdata.txt to determine how the superseded data were derived.
 KE0064
 KE0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD980371(NAD 83)
 KE0064_MARKER: DB = BENCH MARK DISK
 KE0064_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0064_SP_SET: BRIDGE ABUTMENT
 KE0064_STAMPING: G 218 1948
 KE0064_MARK LOGO: CGS   
 KE0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0064
 KE0064  HISTORY     - Date     Condition        Report By
 KE0064  HISTORY     - 1948     MONUMENTED       CGS
 KE0064  HISTORY     - 1960     GOOD             NGS
 KE0064  HISTORY     - 1986     GOOD             NGS
 KE0064
 KE0064                          STATION DESCRIPTION
 KE0064
 KE0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0064'0.8 MI SE FROM SIBLEY.
 KE0064'0.8 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0064'RAILWAY FROM THE STATION AT SIBLEY, SET IN THE SOUTHWEST CORNER
 KE0064'AT THE WEST END OF THE SOUTH ABUTMENT OF BRIDGE NO. 425 A OVER
 KE0064'THE MISSOURI RIVER, 6.5 FEET WEST OF THE WEST RAIL OF THE TRACK,
 KE0064'0.3 FOOT EAST OF THE WEST END AND 0.3 FOOT NORTH OF THE SOUTH
 KE0064'FACE OF THE ABUTMENT, 1.5 FEET BELOW TRACK LEVEL.
 KE0064
 KE0064                          STATION RECOVERY (1960)
 KE0064
 KE0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0064'RECOVERED IN GOOD CONDITION.
 KE0064
 KE0064                          STATION RECOVERY (1986)
 KE0064
 KE0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0064'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN SIBLEY, AT
 KE0064'THE INTERSECTION OF THE SANTA FE RAILROAD AND THE MISSOURI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1530 ***********************************************************************
 JD1530  DESIGNATION -  G 22
 JD1530  PID         -  JD1530
 JD1530  STATE/COUNTY-  MO/ST CLAIR
 JD1530  USGS QUAD   -  OSCEOLA (1991)
 JD1530
 JD1530                         *CURRENT SURVEY CONTROL
 JD1530  ___________________________________________________________________
 JD1530* NAD 83(1986)-  38 02 46.     (N)    093 42 01.     (W)     SCALED    
 JD1530* NAVD 88     -       223.771  (meters)     734.16   (feet)  ADJUSTED  
 JD1530  ___________________________________________________________________
 JD1530  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JD1530  DYNAMIC HT  -         223.607 (meters)     733.62  (feet)  COMP
 JD1530  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 JD1530
 JD1530  VERT ORDER  -  SECOND    CLASS 0
 JD1530
 JD1530.The horizontal coordinates were scaled from a topographic map and have
 JD1530.an estimated accuracy of +/- 6 seconds.
 JD1530
 JD1530.The orthometric height was determined by differential leveling
 JD1530.and adjusted by the National Geodetic Survey in June 1991..
 JD1530
 JD1530.The geoid height was determined by GEOID03.
 JD1530
 JD1530.The dynamic height is computed by dividing the NAVD 88
 JD1530.geopotential number by the normal gravity value computed on the
 JD1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1530.degrees latitude (g = 980.6199 gals.).
 JD1530
 JD1530.The modeled gravity was interpolated from observed gravity values.
 JD1530
 JD1530;                    North         East    Units  Estimated Accuracy
 JD1530;SPC MO W     -   208,870.      920,190.      MT  (+/- 180 meters Scaled)
 JD1530
 JD1530                          SUPERSEDED SURVEY CONTROL
 JD1530
 JD1530  NGVD 29 (??/??/92)  223.65   (m)          733.8    (f) COMPUTED    2 0
 JD1530
 JD1530.Superseded values are not recommended for survey control.
 JD1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1530.See file dsdata.txt to determine how the superseded data were derived.
 JD1530
 JD1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC385111(NAD 83)
 JD1530_MARKER: DB = BENCH MARK DISK
 JD1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1530_STAMPING: G 22 1934
 JD1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1530+STABILITY: SURFACE MOTION
 JD1530
 JD1530  HISTORY     - Date     Condition        Report By
 JD1530  HISTORY     - 1934     MONUMENTED       CGS
 JD1530  HISTORY     - 1945     GOOD             NGS
 JD1530  HISTORY     - 1962     MARK NOT FOUND   NGS
 JD1530
 JD1530                          STATION DESCRIPTION
 JD1530
 JD1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1530'IN OSCEOLA.
 JD1530'AT OSCEOLA, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, 300 FEET
 JD1530'SOUTH OF THE STATION, AT MILEAGE 115.21, 35 FEET NORTH OF THE
 JD1530'CENTERLINE OF A COUNTY ROAD, AND 40 FEET WEST OF THE CENTERLINE
 JD1530'OF THE TRACK.  A STANDARD DISK, STAMPED G 22 1934 AND SET IN
 JD1530'THE TOP OF A CONCRETE POST.
 JD1530
 JD1530                          STATION RECOVERY (1962)
 JD1530
 JD1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD1530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0617 ***********************************************************************
 KD0617  DESIGNATION -  G 220
 KD0617  PID         -  KD0617
 KD0617  STATE/COUNTY-  MO/LAFAYETTE
 KD0617  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0617
 KD0617                         *CURRENT SURVEY CONTROL
 KD0617  ___________________________________________________________________
 KD0617* NAD 83(1986)-  39 09 40.     (N)    093 55 38.     (W)     SCALED    
 KD0617* NAVD 88     -       213.310  (meters)     699.83   (feet)  ADJUSTED  
 KD0617  ___________________________________________________________________
 KD0617  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0617  DYNAMIC HT  -         213.177 (meters)     699.40  (feet)  COMP
 KD0617  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 KD0617
 KD0617  VERT ORDER  -  FIRST     CLASS II
 KD0617
 KD0617.The horizontal coordinates were scaled from a topographic map and have
 KD0617.an estimated accuracy of +/- 6 seconds.
 KD0617
 KD0617.The orthometric height was determined by differential leveling
 KD0617.and adjusted by the National Geodetic Survey in June 1991..
 KD0617
 KD0617.The geoid height was determined by GEOID03.
 KD0617
 KD0617.The dynamic height is computed by dividing the NAVD 88
 KD0617.geopotential number by the normal gravity value computed on the
 KD0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0617.degrees latitude (g = 980.6199 gals.).
 KD0617
 KD0617.The modeled gravity was interpolated from observed gravity values.
 KD0617
 KD0617;                    North         East    Units  Estimated Accuracy
 KD0617;SPC MO W     -   332,490.      899,500.      MT  (+/- 180 meters Scaled)
 KD0617
 KD0617                          SUPERSEDED SURVEY CONTROL
 KD0617
 KD0617  NGVD 29 (??/??/92)  213.219  (m)          699.54   (f) ADJ UNCH    1 2
 KD0617
 KD0617.Superseded values are not recommended for survey control.
 KD0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0617.See file dsdata.txt to determine how the superseded data were derived.
 KD0617
 KD0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD198350(NAD 83)
 KD0617_MARKER: DB = BENCH MARK DISK
 KD0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0617_STAMPING: G 220 1948
 KD0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0617+STABILITY: SURFACE MOTION
 KD0617
 KD0617  HISTORY     - Date     Condition        Report By
 KD0617  HISTORY     - 1948     MONUMENTED       CGS
 KD0617  HISTORY     - 1962     GOOD             NGS
 KD0617  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0617
 KD0617                          STATION DESCRIPTION
 KD0617
 KD0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0617'1.8 MI SW FROM MYRICK STATION.
 KD0617'1.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0617'MAYRICK RAILROAD STATION, 9 1/2 POLES SOUTHWEST ACROSS TRACKS
 KD0617'AND HIGHWAY FROM MILEPOLE 249, IN A PRIVATE YARD OF A RURAL
 KD0617'HOME, 72.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 KD0617'TRACK, 49.4 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 KD0617'24, 38.7 FEET SOUTHWEST OF THE WEST CORNER OF THE GARAGE, 33.4
 KD0617'FEET NORTHEAST OF THE EAST CORNER OF THE HOUSE, 5.2 FEET
 KD0617'SOUTHEAST OF THE CENTER OF A GATE, ABOUT LEVEL WITH THE HIGHWAY
 KD0617'AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 KD0617
 KD0617                          STATION RECOVERY (1986)
 KD0617
 KD0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0435 ***********************************************************************
 JD0435  DESIGNATION -  G 221 RESET
 JD0435  PID         -  JD0435
 JD0435  STATE/COUNTY-  MO/COOPER
 JD0435  USGS QUAD   -  BOONVILLE (1979)
 JD0435
 JD0435                         *CURRENT SURVEY CONTROL
 JD0435  ___________________________________________________________________
 JD0435* NAD 83(1986)-  38 58 42.     (N)    092 42 59.     (W)     SCALED    
 JD0435* NAVD 88     -       205.12   (meters)     673.0    (feet)  RESET     
 JD0435  ___________________________________________________________________
 JD0435  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JD0435
 JD0435  VERT ORDER  -  THIRD
 JD0435
 JD0435.The horizontal coordinates were scaled from a topographic map and have
 JD0435.an estimated accuracy of +/- 6 seconds.
 JD0435
 JD0435.The orthometric height was computed from unverified reset data.
 JD0435
 JD0435.The geoid height was determined by GEOID03.
 JD0435
 JD0435;                    North         East    Units  Estimated Accuracy
 JD0435;SPC MO C     -   349,050.      481,250.      MT  (+/- 180 meters Scaled)
 JD0435
 JD0435                          SUPERSEDED SURVEY CONTROL
 JD0435
 JD0435.No superseded survey control is available for this station.
 JD0435
 JD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD245144(NAD 83)
 JD0435_MARKER: DB = BENCH MARK DISK
 JD0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0435_SP_SET: BRIDGE
 JD0435_STAMPING: G 221 1948 RESET 1963
 JD0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0435
 JD0435  HISTORY     - Date     Condition        Report By
 JD0435  HISTORY     - 1963     MONUMENTED       CGS
 JD0435  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0435
 JD0435                          STATION DESCRIPTION
 JD0435
 JD0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0435'1.6 MI E FROM BOONVILLE.
 JD0435'1.65 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0435'SOUTH END OF U.S. HIGHWAY 40 BRIDGE OVER THE MISSOURI RIVER,
 JD0435'ABOUT 200 YARDS SOUTHWEST OF POLE NO. 168-30, ABOUT 80 FEET
 JD0435'ABOVE THE TRACK LEVEL, ALONG THE SOUTH FENCE AND BOUNDARY
 JD0435'OF THE CITY GARBAGE FILL, AT THE NORTHWEST CORNER OF A PEACH
 JD0435'ORCHARD ON THE BOYS REFORMATORY FARM, 1 FOOT NORTH OF FENCE,
 JD0435'AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK PROJECTS
 JD0435'6 INCHES.
 JD0435
 JD0435                          STATION RECOVERY (1986)
 JD0435
 JD0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0142 ***********************************************************************
 KD0142  DESIGNATION -  G 222
 KD0142  PID         -  KD0142
 KD0142  STATE/COUNTY-  MO/HOWARD
 KD0142  USGS QUAD   -  FRANKLIN (1971)
 KD0142
 KD0142                         *CURRENT SURVEY CONTROL
 KD0142  ___________________________________________________________________
 KD0142* NAD 83(1986)-  39 00 29.     (N)    092 47 30.     (W)     SCALED    
 KD0142* NAVD 88     -       183.851  (meters)     603.18   (feet)  ADJUSTED  
 KD0142  ___________________________________________________________________
 KD0142  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KD0142  DYNAMIC HT  -         183.734 (meters)     602.80  (feet)  COMP
 KD0142  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 KD0142
 KD0142  VERT ORDER  -  FIRST     CLASS II
 KD0142
 KD0142.The horizontal coordinates were scaled from a topographic map and have
 KD0142.an estimated accuracy of +/- 6 seconds.
 KD0142
 KD0142.The orthometric height was determined by differential leveling
 KD0142.and adjusted by the National Geodetic Survey in June 1991..
 KD0142
 KD0142.The geoid height was determined by GEOID03.
 KD0142
 KD0142.The dynamic height is computed by dividing the NAVD 88
 KD0142.geopotential number by the normal gravity value computed on the
 KD0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0142.degrees latitude (g = 980.6199 gals.).
 KD0142
 KD0142.The modeled gravity was interpolated from observed gravity values.
 KD0142
 KD0142;                    North         East    Units  Estimated Accuracy
 KD0142;SPC MO C     -   352,370.      474,740.      MT  (+/- 180 meters Scaled)
 KD0142
 KD0142                          SUPERSEDED SURVEY CONTROL
 KD0142
 KD0142  NGVD 29 (??/??/92)  183.815  (m)          603.07   (f) ADJ UNCH    1 2
 KD0142
 KD0142.Superseded values are not recommended for survey control.
 KD0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0142.See file dsdata.txt to determine how the superseded data were derived.
 KD0142
 KD0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD180176(NAD 83)
 KD0142_MARKER: DB = BENCH MARK DISK
 KD0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0142_STAMPING: G 222 1948
 KD0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0142+STABILITY: SURFACE MOTION
 KD0142
 KD0142  HISTORY     - Date     Condition        Report By
 KD0142  HISTORY     - 1948     MONUMENTED       CGS
 KD0142  HISTORY     - 1967     GOOD             NGS
 KD0142  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0142
 KD0142                          STATION DESCRIPTION
 KD0142
 KD0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0142'3 MI NW FROM BOONVILLE.
 KD0142'2.7 MILES NORTHWEST ALONG STATE HIGHWAY NO. 87 FROM THE NORTH END
 KD0142'OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT BOONVILLE, THENCE
 KD0142'0.3 MILE NORTHWEST ALONG THE BOONVILLE-LISBON ROAD, ABOUT 0.4
 KD0142'MILE EAST OF THE OLD SANTA FE TRAIL MONUMENT LOCATED ON THE NORTH
 KD0142'SIDE OF THE ROAD AND IN FRONT OF A LARGE BRICK FARMHOUSE, 97.4
 KD0142'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM RESIDENCE OF
 KD0142'GEORGE CHAMBERLAIN, 155.0 FEET EAST OF THE CENTER LINE OF A ROAD
 KD0142'LEADING SOUTH, 32.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KD0142'57.5 FEET WEST OF THE CENTER LINE OF A GATE AND CONCRETE STEPS,
 KD0142'AT THE WEST END OF A STONE WALL, 1.4 FEET SOUTH OF THE WALL, 1.9
 KD0142'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 KD0142'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KD0142
 KD0142                          STATION RECOVERY (1967)
 KD0142
 KD0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0142'RECOVERED IN GOOD CONDITION.
 KD0142
 KD0142                          STATION RECOVERY (1986)
 KD0142
 KD0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0168 ***********************************************************************
 KD0168  DESIGNATION -  G 223
 KD0168  PID         -  KD0168
 KD0168  STATE/COUNTY-  MO/HOWARD
 KD0168  USGS QUAD   -  GLASGOW (1971)
 KD0168
 KD0168                         *CURRENT SURVEY CONTROL
 KD0168  ___________________________________________________________________
 KD0168* NAD 83(1986)-  39 11 44.     (N)    092 51 45.     (W)     SCALED    
 KD0168* NAVD 88     -       186.783  (meters)     612.80   (feet)  ADJUSTED  
 KD0168  ___________________________________________________________________
 KD0168  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0168  DYNAMIC HT  -         186.669 (meters)     612.43  (feet)  COMP
 KD0168  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 KD0168
 KD0168  VERT ORDER  -  FIRST     CLASS II
 KD0168
 KD0168.The horizontal coordinates were scaled from a topographic map and have
 KD0168.an estimated accuracy of +/- 6 seconds.
 KD0168
 KD0168.The orthometric height was determined by differential leveling
 KD0168.and adjusted by the National Geodetic Survey in June 1991..
 KD0168
 KD0168.The geoid height was determined by GEOID03.
 KD0168
 KD0168.The dynamic height is computed by dividing the NAVD 88
 KD0168.geopotential number by the normal gravity value computed on the
 KD0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0168.degrees latitude (g = 980.6199 gals.).
 KD0168
 KD0168.The modeled gravity was interpolated from observed gravity values.
 KD0168
 KD0168;                    North         East    Units  Estimated Accuracy
 KD0168;SPC MO C     -   373,200.      468,690.      MT  (+/- 180 meters Scaled)
 KD0168
 KD0168                          SUPERSEDED SURVEY CONTROL
 KD0168
 KD0168  NGVD 29 (??/??/92)  186.755  (m)          612.71   (f) ADJ UNCH    1 2
 KD0168
 KD0168.Superseded values are not recommended for survey control.
 KD0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0168.See file dsdata.txt to determine how the superseded data were derived.
 KD0168
 KD0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD118384(NAD 83)
 KD0168_MARKER: DB = BENCH MARK DISK
 KD0168_SETTING: 66 = SET IN ROCK OUTCROP
 KD0168_SP_SET: ROCK LEDGE
 KD0168_STAMPING: G 223 1948
 KD0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD0168+STABILITY: POSITION/ELEVATION WELL
 KD0168
 KD0168  HISTORY     - Date     Condition        Report By
 KD0168  HISTORY     - 1948     MONUMENTED       CGS
 KD0168  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0168
 KD0168                          STATION DESCRIPTION
 KD0168
 KD0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0168'2 MI S FROM GLASGOW.
 KD0168'2.05 MILES SOUTH ALONG THE EAST BANK OF THE MISSOURI RIVER FROM
 KD0168'THE EAST END OF STATE HIGHWAY NO. 240 BRIDGE OVER THE MISSOURI
 KD0168'RIVER AT GLASGOW, SET VERTICALLY IN THE NORTHWEST FACE OF A
 KD0168'VERTICAL SANDSTONE LEDGE, 565.0 FEET NORTHEAST OF THE MOUTH OF
 KD0168'THE SECOND STREAM SOUTWEST OF THE MOUTH OF HURRICANE CREEK, 1.15
 KD0168'MILES NORTHEAST ALONG THE RIVER BANK FROM BENCH MARK C 223, 21.4
 KD0168'FEET NORTHEAST OF THE CENTER POLE OF RIVER LIGHT NO. 224.9,
 KD0168'3.8 FEET ABOVE THE GROUND, LEVEL WITH THE BOTTOM STEP OF THE
 KD0168'WOODEN LADDER OF THE LIGHT.
 KD0168
 KD0168                          STATION RECOVERY (1986)
 KD0168
 KD0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0377 ***********************************************************************
 KD0377  DESIGNATION -  G 224
 KD0377  PID         -  KD0377
 KD0377  STATE/COUNTY-  MO/SALINE
 KD0377  USGS QUAD   -  MIAMI (1979)
 KD0377
 KD0377                         *CURRENT SURVEY CONTROL
 KD0377  ___________________________________________________________________
 KD0377* NAD 83(1986)-  39 21 53.     (N)    093 11 18.     (W)     SCALED    
 KD0377* NAVD 88     -       195.690  (meters)     642.03   (feet)  ADJUSTED  
 KD0377  ___________________________________________________________________
 KD0377  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KD0377  DYNAMIC HT  -         195.573 (meters)     641.64  (feet)  COMP
 KD0377  MODELED GRAV-     980,028.8   (mgal)                       NAVD 88
 KD0377
 KD0377  VERT ORDER  -  FIRST     CLASS II
 KD0377
 KD0377.The horizontal coordinates were scaled from a topographic map and have
 KD0377.an estimated accuracy of +/- 6 seconds.
 KD0377
 KD0377.The orthometric height was determined by differential leveling
 KD0377.and adjusted by the National Geodetic Survey in June 1991..
 KD0377
 KD0377.The geoid height was determined by GEOID03.
 KD0377
 KD0377.The dynamic height is computed by dividing the NAVD 88
 KD0377.geopotential number by the normal gravity value computed on the
 KD0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0377.degrees latitude (g = 980.6199 gals.).
 KD0377
 KD0377.The modeled gravity was interpolated from observed gravity values.
 KD0377
 KD0377;                    North         East    Units  Estimated Accuracy
 KD0377;SPC MO C     -   392,150.      440,680.      MT  (+/- 180 meters Scaled)
 KD0377
 KD0377                          SUPERSEDED SURVEY CONTROL
 KD0377
 KD0377  NGVD 29 (??/??/92)  195.670  (m)          641.96   (f) ADJ UNCH    1 2
 KD0377
 KD0377.Superseded values are not recommended for survey control.
 KD0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0377.See file dsdata.txt to determine how the superseded data were derived.
 KD0377
 KD0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD837572(NAD 83)
 KD0377_MARKER: DB = BENCH MARK DISK
 KD0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0377_STAMPING: G 224 1948
 KD0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0377+STABILITY: SURFACE MOTION
 KD0377
 KD0377  HISTORY     - Date     Condition        Report By
 KD0377  HISTORY     - 1948     MONUMENTED       CGS
 KD0377
 KD0377                          STATION DESCRIPTION
 KD0377
 KD0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0377'4 MI NE FROM MIAMI.
 KD0377'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0377'MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE 1.0
 KD0377'MILE NORTHEAST, 0.7 MILE NORTH, 0.25 MILE EAST, 0.6 MILE NORTH,
 KD0377'0.4 MILE EAST AND 1.0 MILE NORTH ALONG DIRT ROADS, AT A VACANT
 KD0377'HOUSE OWNED BY O.K. FRANKLIN, BETWEEN 2 20-INCH BOX ELDER TREES
 KD0377'WHICH ARE 10.0 FEET APART, 22.0 FEET EAST OF THE CENTER LINE OF
 KD0377'THE ROAD, 22.8 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE,
 KD0377'3.0 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KD0377'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0675 ***********************************************************************
 HC0675  DESIGNATION -  G 225
 HC0675  PID         -  HC0675
 HC0675  STATE/COUNTY-  MO/PHELPS
 HC0675  USGS QUAD   -  ROLLA (1992)
 HC0675
 HC0675                         *CURRENT SURVEY CONTROL
 HC0675  ___________________________________________________________________
 HC0675* NAD 83(1986)-  37 57 49.     (N)    091 45 41.     (W)     SCALED    
 HC0675* NAVD 88     -       337.956  (meters)    1108.78   (feet)  ADJUSTED  
 HC0675  ___________________________________________________________________
 HC0675  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HC0675  DYNAMIC HT  -         337.707 (meters)    1107.96  (feet)  COMP
 HC0675  MODELED GRAV-     979,883.8   (mgal)                       NAVD 88
 HC0675
 HC0675  VERT ORDER  -  FIRST     CLASS II
 HC0675
 HC0675.The horizontal coordinates were scaled from a topographic map and have
 HC0675.an estimated accuracy of +/- 6 seconds.
 HC0675
 HC0675.The orthometric height was determined by differential leveling
 HC0675.and adjusted by the National Geodetic Survey in June 1991..
 HC0675
 HC0675.The geoid height was determined by GEOID03.
 HC0675
 HC0675.The dynamic height is computed by dividing the NAVD 88
 HC0675.geopotential number by the normal gravity value computed on the
 HC0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0675.degrees latitude (g = 980.6199 gals.).
 HC0675
 HC0675.The modeled gravity was interpolated from observed gravity values.
 HC0675
 HC0675;                    North         East    Units  Estimated Accuracy
 HC0675;SPC MO C     -   236,650.      564,900.      MT  (+/- 180 meters Scaled)
 HC0675
 HC0675                          SUPERSEDED SURVEY CONTROL
 HC0675
 HC0675  NGVD 29 (??/??/92)  337.911  (m)         1108.63   (f) ADJ UNCH    1 2
 HC0675
 HC0675.Superseded values are not recommended for survey control.
 HC0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0675.See file dsdata.txt to determine how the superseded data were derived.
 HC0675
 HC0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC088025(NAD 83)
 HC0675_MARKER: DB = BENCH MARK DISK
 HC0675_SETTING: 66 = SET IN ROCK OUTCROP
 HC0675_SP_SET: ROCK CUT
 HC0675_STAMPING: G 225 1949
 HC0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC0675+STABILITY: POSITION/ELEVATION WELL
 HC0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0675+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 HC0675
 HC0675  HISTORY     - Date     Condition        Report By
 HC0675  HISTORY     - 1949     MONUMENTED       CGS
 HC0675  HISTORY     - 19990108 GOOD             LOCSUR
 HC0675  HISTORY     - 20020911 GOOD             INDIV
 HC0675
 HC0675                          STATION DESCRIPTION
 HC0675
 HC0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0675'1 MI NE FROM ROLLA.
 HC0675'ABOUT 1.0 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HC0675'RAILWAY FROM THE STATION AT ROLLA, 289 FEET SOUTHWEST OF THE
 HC0675'CENTER OF THE CROSSING OF A GRAVEL ROAD AND THE MAIN TRACK,
 HC0675'SET VERTICALLY 3 FEET ABOVE THE GROUND IN THE SOUTHEAST FACE
 HC0675'OF A HEAVY LAYER OF ROCK, 40.5 FEET SOUTHWEST OF THE NORTHEAST
 HC0675'END OF A ROCKY CUT, 9 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 HC0675'THE MAIN TRACK AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 HC0675
 HC0675                          STATION RECOVERY (1999)
 HC0675
 HC0675'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (RLT)
 HC0675'RECOVERED IN GOOD CONDITION.
 HC0675
 HC0675                          STATION RECOVERY (2002)
 HC0675
 HC0675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DJH)
 HC0675'THE BM HAD A SKIN OF CALCIUM GROWING ACROSS THE SURFACE OF THE CAP. I
 HC0675'REMOVED AS MUCH OF THIS AS I COULD. THE CAP IS IN GOOD SHAPE
 HC0675'OTHERWISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0777 ***********************************************************************
 JC0777  DESIGNATION -  G 226
 JC0777  PID         -  JC0777
 JC0777  STATE/COUNTY-  MO/CRAWFORD
 JC0777  USGS QUAD   -  SULLIVAN (1980)
 JC0777
 JC0777                         *CURRENT SURVEY CONTROL
 JC0777  ___________________________________________________________________
 JC0777* NAD 83(1986)-  38 10 19.     (N)    091 12 49.     (W)     SCALED    
 JC0777* NAVD 88     -       294.450  (meters)     966.04   (feet)  ADJUSTED  
 JC0777  ___________________________________________________________________
 JC0777  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 JC0777  DYNAMIC HT  -         294.247 (meters)     965.38  (feet)  COMP
 JC0777  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 JC0777
 JC0777  VERT ORDER  -  FIRST     CLASS II
 JC0777
 JC0777.The horizontal coordinates were scaled from a topographic map and have
 JC0777.an estimated accuracy of +/- 6 seconds.
 JC0777
 JC0777.The orthometric height was determined by differential leveling
 JC0777.and adjusted by the National Geodetic Survey in June 1991..
 JC0777
 JC0777.The geoid height was determined by GEOID03.
 JC0777
 JC0777.The dynamic height is computed by dividing the NAVD 88
 JC0777.geopotential number by the normal gravity value computed on the
 JC0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0777.degrees latitude (g = 980.6199 gals.).
 JC0777
 JC0777.The modeled gravity was interpolated from observed gravity values.
 JC0777
 JC0777;                    North         East    Units  Estimated Accuracy
 JC0777;SPC MO E     -   259,760.      187,470.      MT  (+/- 180 meters Scaled)
 JC0777
 JC0777                          SUPERSEDED SURVEY CONTROL
 JC0777
 JC0777  NGVD 29 (??/??/92)  294.463  (m)          966.08   (f) ADJ UNCH    1 2
 JC0777
 JC0777.Superseded values are not recommended for survey control.
 JC0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0777.See file dsdata.txt to determine how the superseded data were derived.
 JC0777
 JC0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC564264(NAD 83)
 JC0777_MARKER: DB = BENCH MARK DISK
 JC0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0777_STAMPING: G 226 1949
 JC0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0777+STABILITY: SURFACE MOTION
 JC0777
 JC0777  HISTORY     - Date     Condition        Report By
 JC0777  HISTORY     - 1949     MONUMENTED       CGS
 JC0777
 JC0777                          STATION DESCRIPTION
 JC0777
 JC0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0777'2.4 MI NE FROM BOURBON.
 JC0777'ABOUT 2.4 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0777'FROM THE STATION AT BOURBON, ABOUT 4.05 MILES SOUTHWEST ALONG
 JC0777'THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT SULLIVAN,
 JC0777'AT A PRIVATE ROAD CROSSING, 128 FEET SOUTHEAST OF AND ACROSS THE
 JC0777'TRACK FROM THE CENTER LINE OF U.S. HIGHWAY 66, 52 FEET SOUTHEAST
 JC0777'OF THE CENTER OF THE CROSSING, 45.2 FEET EAST-SOUTHEAST OF THE
 JC0777'EAST-SOUTHEAST RAIL, 37 FEET SOUTHEAST OF THE SOUTHWEST END OF PIPE
 JC0777'CULVERT UNDER THE PRIVATE ROAD, 28 FEET SOUTHWEST OF THE SOUTHWEST
 JC0777'GATE POST, 1 FOOT NORTHWEST OF THE R/W FENCE, 2 FEET NORTHEAST
 JC0777'OF THE WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 JC0777'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0423 ***********************************************************************
 JC0423  DESIGNATION -  G 227
 JC0423  PID         -  JC0423
 JC0423  STATE/COUNTY-  MO/FRANKLIN
 JC0423  USGS QUAD   -  ST CLAIR (1969)
 JC0423
 JC0423                         *CURRENT SURVEY CONTROL
 JC0423  ___________________________________________________________________
 JC0423* NAD 83(1986)-  38 21 22.     (N)    090 58 03.     (W)     SCALED    
 JC0423* NAVD 88     -       226.120  (meters)     741.86   (feet)  ADJUSTED  
 JC0423  ___________________________________________________________________
 JC0423  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JC0423  DYNAMIC HT  -         225.970 (meters)     741.37  (feet)  COMP
 JC0423  MODELED GRAV-     979,959.1   (mgal)                       NAVD 88
 JC0423
 JC0423  VERT ORDER  -  FIRST     CLASS II
 JC0423
 JC0423.The horizontal coordinates were scaled from a topographic map and have
 JC0423.an estimated accuracy of +/- 6 seconds.
 JC0423
 JC0423.The orthometric height was determined by differential leveling
 JC0423.and adjusted by the National Geodetic Survey in June 1991..
 JC0423
 JC0423.The geoid height was determined by GEOID03.
 JC0423
 JC0423.The dynamic height is computed by dividing the NAVD 88
 JC0423.geopotential number by the normal gravity value computed on the
 JC0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0423.degrees latitude (g = 980.6199 gals.).
 JC0423
 JC0423.The modeled gravity was interpolated from observed gravity values.
 JC0423
 JC0423;                    North         East    Units  Estimated Accuracy
 JC0423;SPC MO E     -   280,060.      209,140.      MT  (+/- 180 meters Scaled)
 JC0423
 JC0423                          SUPERSEDED SURVEY CONTROL
 JC0423
 JC0423  NGVD 29 (??/??/92)  226.168  (m)          742.02   (f) ADJ UNCH    1 2
 JC0423
 JC0423.Superseded values are not recommended for survey control.
 JC0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0423.See file dsdata.txt to determine how the superseded data were derived.
 JC0423
 JC0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC775472(NAD 83)
 JC0423_MARKER: DB = BENCH MARK DISK
 JC0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0423_STAMPING: G 227 1949
 JC0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0423+STABILITY: SURFACE MOTION
 JC0423
 JC0423  HISTORY     - Date     Condition        Report By
 JC0423  HISTORY     - 1949     MONUMENTED       CGS
 JC0423
 JC0423                          STATION DESCRIPTION
 JC0423
 JC0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0423'1 MI NE FROM ST CLAIR.
 JC0423'ABOUT 1.05 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0423'RAILWAY FROM THE STATION AT ST. CLAIR, ABOUT 0.2 MILE NORTHEAST
 JC0423'OF A GRAVEL ROAD CROSSING, AT A PRIVATE FIELD ROAD CROSSING,
 JC0423'59 FEET NORTH OF MILE POLE 51-10, 50 FEET NORTH-NORTHWEST OF THE
 JC0423'CENTER OF THE CROSSING, 43 FEET NORTHWEST OF THE NORTHWEST RAIL,
 JC0423'22 FEET EAST OF A 30-INCH OAK TREE, 1 FOOT SOUTHEAST OF THE R/W
 JC0423'FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JC0423'1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JC0423'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0746 ***********************************************************************
 HD0746  DESIGNATION -  G 23
 HD0746  PID         -  HD0746
 HD0746  STATE/COUNTY-  MO/POLK
 HD0746  USGS QUAD   -  WALNUT GROVE (1975)
 HD0746
 HD0746                         *CURRENT SURVEY CONTROL
 HD0746  ___________________________________________________________________
 HD0746* NAD 83(1986)-  37 27 44.     (N)    093 31 47.     (W)     SCALED    
 HD0746* NAVD 88     -       337.279  (meters)    1106.56   (feet)  ADJUSTED  
 HD0746  ___________________________________________________________________
 HD0746  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HD0746  DYNAMIC HT  -         337.014 (meters)    1105.69  (feet)  COMP
 HD0746  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 HD0746
 HD0746  VERT ORDER  -  SECOND    CLASS 0
 HD0746
 HD0746.The horizontal coordinates were scaled from a topographic map and have
 HD0746.an estimated accuracy of +/- 6 seconds.
 HD0746
 HD0746.The orthometric height was determined by differential leveling
 HD0746.and adjusted by the National Geodetic Survey in June 1991..
 HD0746
 HD0746.The geoid height was determined by GEOID03.
 HD0746
 HD0746.The dynamic height is computed by dividing the NAVD 88
 HD0746.geopotential number by the normal gravity value computed on the
 HD0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0746.degrees latitude (g = 980.6199 gals.).
 HD0746
 HD0746.The modeled gravity was interpolated from observed gravity values.
 HD0746
 HD0746;                    North         East    Units  Estimated Accuracy
 HD0746;SPC MO C     -   181,250.      408,910.      MT  (+/- 180 meters Scaled)
 HD0746
 HD0746                          SUPERSEDED SURVEY CONTROL
 HD0746
 HD0746.No superseded survey control is available for this station.
 HD0746
 HD0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB531462(NAD 83)
 HD0746_MARKER: DB = BENCH MARK DISK
 HD0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0746_STAMPING: G 23 1934
 HD0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0746+STABILITY: SURFACE MOTION
 HD0746
 HD0746  HISTORY     - Date     Condition        Report By
 HD0746  HISTORY     - 1934     MONUMENTED       CGS
 HD0746
 HD0746                          STATION DESCRIPTION
 HD0746
 HD0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0746'1.8 MI S FROM EUDORA.
 HD0746'1.8 MILES SOUTH ALONG THE ABANDONED ST. LOUIS-SAN FRANCISCO
 HD0746'RAILWAY FROM EUDORA, POLK COUNTY, AT AN OLD GRADE CROSSING, 47
 HD0746'FEET WEST OF THE CENTERLINE OF THE OLD ROADBED, AND 28 FEET
 HD0746'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 HD0746'G 23 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0135 ***********************************************************************
 KE0135  DESIGNATION -  G 231
 KE0135  PID         -  KE0135
 KE0135  STATE/COUNTY-  MO/JACKSON
 KE0135  USGS QUAD   -  INDEPENDENCE (1990)
 KE0135
 KE0135                         *CURRENT SURVEY CONTROL
 KE0135  ___________________________________________________________________
 KE0135* NAD 83(1986)-  39 02 11.     (N)    094 25 20.     (W)     SCALED    
 KE0135* NAVD 88     -       288.114  (meters)     945.25   (feet)  ADJUSTED  
 KE0135  ___________________________________________________________________
 KE0135  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE0135  DYNAMIC HT  -         287.926 (meters)     944.64  (feet)  COMP
 KE0135  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 KE0135
 KE0135  VERT ORDER  -  FIRST     CLASS II
 KE0135
 KE0135.The horizontal coordinates were scaled from a topographic map and have
 KE0135.an estimated accuracy of +/- 6 seconds.
 KE0135
 KE0135.The orthometric height was determined by differential leveling
 KE0135.and adjusted by the National Geodetic Survey in June 1991..
 KE0135
 KE0135.The geoid height was determined by GEOID03.
 KE0135
 KE0135.The dynamic height is computed by dividing the NAVD 88
 KE0135.geopotential number by the normal gravity value computed on the
 KE0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0135.degrees latitude (g = 980.6199 gals.).
 KE0135
 KE0135.The modeled gravity was interpolated from observed gravity values.
 KE0135
 KE0135;                    North         East    Units  Estimated Accuracy
 KE0135;SPC MO W     -   318,490.      856,730.      MT  (+/- 180 meters Scaled)
 KE0135
 KE0135                          SUPERSEDED SURVEY CONTROL
 KE0135
 KE0135  NGVD 29 (??/??/92)  288.032  (m)          944.99   (f) ADJ UNCH    1 2
 KE0135
 KE0135.Superseded values are not recommended for survey control.
 KE0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0135.See file dsdata.txt to determine how the superseded data were derived.
 KE0135
 KE0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD769217(NAD 83)
 KE0135_MARKER: DB = BENCH MARK DISK
 KE0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0135_SP_SET: PIER
 KE0135_STAMPING: G 231 1950
 KE0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0135
 KE0135  HISTORY     - Date     Condition        Report By
 KE0135  HISTORY     - 1950     MONUMENTED       CGS
 KE0135  HISTORY     - 1981     GOOD             NGS
 KE0135  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0135
 KE0135                          STATION DESCRIPTION
 KE0135
 KE0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KE0135'4.2 MI SE FROM INDEPENDENCE.
 KE0135'4.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0135'THE STATION AT INDEPENDENCE, AT THE RAILROAD UNDERPASS OF U.S.
 KE0135'HIGHWAY 40, 71 FEET NORTHEAST OF SIGNAL LIGHT 26.96, 12.5 FEET
 KE0135'EAST OF THE EAST RAIL, 4.4 FEET ABOVE THE GROUND, SET VERTICALLY
 KE0135'IN THE NORTH FACE OF THE 1ST PIER WEST OF THE EAST END OF THE
 KE0135'UNDERPASS.
 KE0135
 KE0135                          STATION RECOVERY (1981)
 KE0135
 KE0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0135'RECOVERED IN GOOD CONDITION.
 KE0135
 KE0135                          STATION RECOVERY (2001)
 KE0135
 KE0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0135'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0911 ***********************************************************************
 JC0911  DESIGNATION -  G 234
 JC0911  PID         -  JC0911
 JC0911  STATE/COUNTY-  MO/MARIES
 JC0911  USGS QUAD   -  PAYDOWN (1981)
 JC0911
 JC0911                         *CURRENT SURVEY CONTROL
 JC0911  ___________________________________________________________________
 JC0911* NAD 83(1986)-  38 08 46.     (N)    091 51 21.     (W)     SCALED    
 JC0911* NAVD 88     -       241.049  (meters)     790.84   (feet)  ADJUSTED  
 JC0911  ___________________________________________________________________
 JC0911  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 JC0911  DYNAMIC HT  -         240.879 (meters)     790.28  (feet)  COMP
 JC0911  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 JC0911
 JC0911  VERT ORDER  -  FIRST     CLASS II
 JC0911
 JC0911.The horizontal coordinates were scaled from a topographic map and have
 JC0911.an estimated accuracy of +/- 6 seconds.
 JC0911
 JC0911.The orthometric height was determined by differential leveling
 JC0911.and adjusted by the National Geodetic Survey in June 1991..
 JC0911
 JC0911.The geoid height was determined by GEOID03.
 JC0911
 JC0911.The dynamic height is computed by dividing the NAVD 88
 JC0911.geopotential number by the normal gravity value computed on the
 JC0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0911.degrees latitude (g = 980.6199 gals.).
 JC0911
 JC0911.The modeled gravity was interpolated from observed gravity values.
 JC0911
 JC0911;                    North         East    Units  Estimated Accuracy
 JC0911;SPC MO C     -   256,850.      556,460.      MT  (+/- 180 meters Scaled)
 JC0911
 JC0911                          SUPERSEDED SURVEY CONTROL
 JC0911
 JC0911  NGVD 29 (??/??/92)  241.022  (m)          790.75   (f) ADJ UNCH    1 2
 JC0911
 JC0911.Superseded values are not recommended for survey control.
 JC0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0911.See file dsdata.txt to determine how the superseded data were derived.
 JC0911
 JC0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC002226(NAD 83)
 JC0911_MARKER: DB = BENCH MARK DISK
 JC0911_SETTING: 66 = SET IN ROCK OUTCROP
 JC0911_SP_SET: ROCK OUTCROP
 JC0911_STAMPING: G 234 1950
 JC0911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0911+STABILITY: POSITION/ELEVATION WELL
 JC0911
 JC0911  HISTORY     - Date     Condition        Report By
 JC0911  HISTORY     - 1950     MONUMENTED       CGS
 JC0911  HISTORY     - 19860816 MARK NOT FOUND   NGS
 JC0911
 JC0911                          STATION DESCRIPTION
 JC0911
 JC0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JC0911'7.3 MI NW FROM VICHY.
 JC0911'7.3 MILES NORTHWEST ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT
 JC0911'VICHY, 67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 51 FEET
 JC0911'NORTHWEST OF TELEPHONE POLE 1154, 42 FEET WEST OF A TREE WITH A
 JC0911'TRIANGULAR BLAZE, 27.5 FEET SOUTHWEST OF AN 8-INCH OAK TREE WITH A
 JC0911'TRIANGULAR BLAZE, 5 FEET SOUTHEAST OF A REFERENCE POST, ON THE
 JC0911'SIDE OF A HILL SLOPING DOWN TO THE WEST, SET IN THE TOP OF AN
 JC0911'OUTCROP OF ROCK WHICH IS ABOUT LEVEL WITH THE GROUND AND ABOUT 5
 JC0911'FEET BELOW THE LEVEL OF THE HIGHWAY.
 JC0911
 JC0911                          STATION RECOVERY (1986)
 JC0911
 JC0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0800 ***********************************************************************
 HD0800  DESIGNATION -  G 24
 HD0800  PID         -  HD0800
 HD0800  STATE/COUNTY-  MO/CEDAR
 HD0800  USGS QUAD   -  WAGONER (1956)
 HD0800
 HD0800                         *CURRENT SURVEY CONTROL
 HD0800  ___________________________________________________________________
 HD0800* NAD 83(1997)-  37 43 44.59842(N)    093 54 51.98848(W)     ADJUSTED  
 HD0800* NAVD 88     -       283.694  (meters)     930.75   (feet)  ADJUSTED  
 HD0800  ___________________________________________________________________
 HD0800  X           -    -344,821.376 (meters)                     COMP
 HD0800  Y           -  -5,039,304.392 (meters)                     COMP
 HD0800  Z           -   3,881,856.913 (meters)                     COMP
 HD0800  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 HD0800  ELLIP HEIGHT-         252.75  (meters)          (02/17/00) GPS OBS
 HD0800  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HD0800  DYNAMIC HT  -         283.482 (meters)     930.06  (feet)  COMP
 HD0800  MODELED GRAV-     979,872.7   (mgal)                       NAVD 88
 HD0800
 HD0800  HORZ ORDER  -  THIRD
 HD0800  VERT ORDER  -  SECOND    CLASS 0
 HD0800  ELLP ORDER  -  FOURTH    CLASS I
 HD0800
 HD0800.The horizontal coordinates were established by GPS observations
 HD0800.and adjusted by the National Geodetic Survey in February 2000..
 HD0800
 HD0800.The orthometric height was determined by differential leveling
 HD0800.and adjusted by the National Geodetic Survey in June 1991..
 HD0800.WARNING-Repeat measurements at this control monument indicate possible
 HD0800.vertical movement.
 HD0800
 HD0800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD0800
 HD0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0800
 HD0800.The ellipsoidal height was determined by GPS observations
 HD0800.and is referenced to NAD 83.
 HD0800
 HD0800.The geoid height was determined by GEOID03.
 HD0800
 HD0800.The dynamic height is computed by dividing the NAVD 88
 HD0800.geopotential number by the normal gravity value computed on the
 HD0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0800.degrees latitude (g = 980.6199 gals.).
 HD0800
 HD0800.The modeled gravity was interpolated from observed gravity values.
 HD0800
 HD0800;                    North         East     Units Scale Factor Converg.
 HD0800;SPC MO W     -   173,539.897   901,616.906   MT  0.99997398   +0 21 30.0
 HD0800;UTM  15      - 4,176,147.326   419,419.149   MT  0.99967998   -0 33 34.6
 HD0800
 HD0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0800!SPC MO W     -   0.99996034  x   0.99997398  =   0.99993432
 HD0800!UTM  15      -   0.99996034  x   0.99967998  =   0.99964033
 HD0800
 HD0800                          SUPERSEDED SURVEY CONTROL
 HD0800
 HD0800  NAD 83(1997)-  37 43 44.59859(N)    093 54 51.98850(W) AD(       ) 3
 HD0800  NAD 83(1997)-  37 43 44.60981(N)    093 54 51.98878(W) AD(       ) 3
 HD0800  NAD 83(1986)-  37 43 44.61050(N)    093 54 51.98809(W) AD(       ) 3
 HD0800  NGVD 29 (??/??/92)  283.585  (m)          930.40   (f) ADJ UNCH    2 0
 HD0800
 HD0800.Superseded values are not recommended for survey control.
 HD0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0800.See file dsdata.txt to determine how the superseded data were derived.
 HD0800
 HD0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1941976147(NAD 83)
 HD0800_MARKER: DB = BENCH MARK DISK
 HD0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0800_SP_SET: CONCRETE POST
 HD0800_STAMPING: G 24 1934
 HD0800_MARK LOGO: CGS   
 HD0800_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0800+STABILITY: SURFACE MOTION
 HD0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0800+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1990
 HD0800
 HD0800  HISTORY     - Date     Condition        Report By
 HD0800  HISTORY     - 1934     MONUMENTED       CGS
 HD0800  HISTORY     - 1963     GOOD             NGS
 HD0800  HISTORY     - 19890915 GOOD             NGS
 HD0800  HISTORY     - 19900118 GOOD
 HD0800
 HD0800                          STATION DESCRIPTION
 HD0800
 HD0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0800'3.2 MI SE FROM FILLEY.
 HD0800'3.25 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE CHRISTIAN
 HD0800'CHURCH AT FILLEY, 39 FEET SOUTH OF THE CENTER LINE OF THE
 HD0800'HIGHWAY, 14 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD, 6 FEET
 HD0800'SOUTH OF A FENCE CORNER, 2 FEET EAST OF A FENCE, 1.3 FEET
 HD0800'SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 HD0800'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HD0800'4 INCHES.
 HD0800
 HD0800                          STATION RECOVERY (1989)
 HD0800
 HD0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0800'STATION IS LOCATED ABOUT 16 KM (9.95 MI) WEST-NORTHWEST OF STOCKTON,
 HD0800'AND ABOUT 3.7 KM (2.30 MI) SOUTHEAST OF THE SMALL VILLAGE OF FILLEY,
 HD0800'3.4 KM (2.10 MI) SOUTHEAST OF FILLEY CHRISTIAN CHURCH AND ROAD K
 HD0800'LEADING NORTH, 2.7 KM (1.70 MI) SOUTHEAST OF HIGHWAY BRIDGE OVER HORSE
 HD0800'CREEK, AT AN IRON GATE AND PASTURE ROAD LEADING SOUTH.
 HD0800'OWNERSHIP-STATE OF MISSOURI.
 HD0800'TO REACH THE STATION FROM THE CENTER OF THE SMALL VILLAGE OF FILLEY,
 HD0800'AT THE QUESNBERRY GROCERY STORE, GO SOUTHEASTERLY ALONG STATE ROUTE 32
 HD0800'FOR 0.32 KM (0.20 MI) TO THE FILLEY CHRISTIAN CHURCH AND ROAD K ON THE
 HD0800'LEFT, THEN CONTINUE SOUTHEASTERLY ALONG STATE ROUTE 32 FOR 0.72 KM
 HD0800'(0.45 MI) TO A HIGHWAY BRIDGE OVER HORSE CREEK, THEN CONTINUE
 HD0800'SOUTHEASTERLY ALONG HIGHWAY FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF
 HD0800'COUNTY ROAD CC, THEN CONTINUE SOUTHEASTERLY ALONG HIGHWAY 32 FOR 0.80
 HD0800'KM (0.50 MI) TO THE STATION ON THE RIGHT AT A TRACK PASTURE ROAD AND
 HD0800'IRON GATE .
 HD0800'STATION MARK IS SET 11.9 M (39.0 FT) SOUTH OF THE CENTERLINE OF THE
 HD0800'HIGHWAY, 3.8 M (12.5 FT) WEST OF THE APPROXIMATE CENTER OF A TRACK
 HD0800'ROAD, 2.8 M (9.2 FT) SOUTH OF A FENCE CORNERPOST, 0.31 M (1.0 FT)
 HD0800'SOUTH OF A METAL WITNESS POST, AND ABOUT 0.31 M (1.0 FT) ABOVE THE
 HD0800'LEVEL OF THE ROAD.
 HD0800'DESCRIBED BY G.F.S.    CAN PARK IN TRACK ROAD.
 HD0800
 HD0800                          STATION RECOVERY (1990)
 HD0800
 HD0800'RECOVERED 1990
 HD0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1463 ***********************************************************************
 JD1463  DESIGNATION -  G 245
 JD1463  PID         -  JD1463
 JD1463  STATE/COUNTY-  MO/HENRY
 JD1463  USGS QUAD   -  CALHOUN WEST (1981)
 JD1463
 JD1463                         *CURRENT SURVEY CONTROL
 JD1463  ___________________________________________________________________
 JD1463* NAD 83(1986)-  38 27 05.     (N)    093 39 53.     (W)     SCALED    
 JD1463* NAVD 88     -       248.205  (meters)     814.32   (feet)  ADJUSTED  
 JD1463  ___________________________________________________________________
 JD1463  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JD1463  DYNAMIC HT  -         248.035 (meters)     813.76  (feet)  COMP
 JD1463  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 JD1463
 JD1463  VERT ORDER  -  SECOND    CLASS 0
 JD1463
 JD1463.The horizontal coordinates were scaled from a topographic map and have
 JD1463.an estimated accuracy of +/- 6 seconds.
 JD1463
 JD1463.The orthometric height was determined by differential leveling
 JD1463.and adjusted by the National Geodetic Survey in June 1991..
 JD1463
 JD1463.The geoid height was determined by GEOID03.
 JD1463
 JD1463.The dynamic height is computed by dividing the NAVD 88
 JD1463.geopotential number by the normal gravity value computed on the
 JD1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1463.degrees latitude (g = 980.6199 gals.).
 JD1463
 JD1463.The modeled gravity was interpolated from observed gravity values.
 JD1463
 JD1463;                    North         East    Units  Estimated Accuracy
 JD1463;SPC MO W     -   253,880.      922,910.      MT  (+/- 180 meters Scaled)
 JD1463
 JD1463                          SUPERSEDED SURVEY CONTROL
 JD1463
 JD1463  NGVD 29 (??/??/92)  248.092  (m)          813.95   (f) ADJ UNCH    2 0
 JD1463
 JD1463.Superseded values are not recommended for survey control.
 JD1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1463.See file dsdata.txt to determine how the superseded data were derived.
 JD1463
 JD1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC419561(NAD 83)
 JD1463_MARKER: DB = BENCH MARK DISK
 JD1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1463_STAMPING: G 245 1962
 JD1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1463+STABILITY: SURFACE MOTION
 JD1463
 JD1463  HISTORY     - Date     Condition        Report By
 JD1463  HISTORY     - 1962     MONUMENTED       CGS
 JD1463
 JD1463                          STATION DESCRIPTION
 JD1463
 JD1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1463'2.4 MI SW FROM CALHOUN.
 JD1463'ABOUT 2.45 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1463'RAILROAD FROM THE STATION AT CALHOUN, 3 POLES NORTHEAST OF
 JD1463'MILEPOST 258, 158 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 79
 JD1463'FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 52, 20 FEET
 JD1463'SOUTHEAST OF A FENCE, AND SET FLUSH WITH THE GROUND IN THE
 JD1463'TOP OF THE NORTHWEST SIDE OF THE BASE OF AN 18-INCH CONCRETE
 JD1463'CYLINDER WHICH PROJECTS 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1932 ***********************************************************************
 JD1932  DESIGNATION -  G 246
 JD1932  PID         -  JD1932
 JD1932  STATE/COUNTY-  MO/PETTIS
 JD1932  USGS QUAD   -  WINDSOR (1981)
 JD1932
 JD1932                         *CURRENT SURVEY CONTROL
 JD1932  ___________________________________________________________________
 JD1932* NAD 83(1986)-  38 31 33.     (N)    093 30 15.     (W)     SCALED    
 JD1932* NAVD 88     -       262.117  (meters)     859.96   (feet)  ADJUSTED  
 JD1932  ___________________________________________________________________
 JD1932  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD1932  DYNAMIC HT  -         261.932 (meters)     859.36  (feet)  COMP
 JD1932  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 JD1932
 JD1932  VERT ORDER  -  SECOND    CLASS 0
 JD1932
 JD1932.The horizontal coordinates were scaled from a topographic map and have
 JD1932.an estimated accuracy of +/- 6 seconds.
 JD1932
 JD1932.The orthometric height was determined by differential leveling
 JD1932.and adjusted by the National Geodetic Survey in June 1991..
 JD1932
 JD1932.The geoid height was determined by GEOID03.
 JD1932
 JD1932.The dynamic height is computed by dividing the NAVD 88
 JD1932.geopotential number by the normal gravity value computed on the
 JD1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1932.degrees latitude (g = 980.6199 gals.).
 JD1932
 JD1932.The modeled gravity was interpolated from observed gravity values.
 JD1932
 JD1932;                    North         East    Units  Estimated Accuracy
 JD1932;SPC MO C     -   299,280.      412,440.      MT  (+/- 180 meters Scaled)
 JD1932
 JD1932                          SUPERSEDED SURVEY CONTROL
 JD1932
 JD1932  NGVD 29 (??/??/92)  262.003  (m)          859.59   (f) ADJ UNCH    2 0
 JD1932
 JD1932.Superseded values are not recommended for survey control.
 JD1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1932.See file dsdata.txt to determine how the superseded data were derived.
 JD1932
 JD1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC560642(NAD 83)
 JD1932_MARKER: DB = BENCH MARK DISK
 JD1932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1932_SP_SET: ABUTMENT
 JD1932_STAMPING: G 246 1962
 JD1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1932
 JD1932  HISTORY     - Date     Condition        Report By
 JD1932  HISTORY     - 1962     MONUMENTED       CGS
 JD1932  HISTORY     - 1963     GOOD             NGS
 JD1932
 JD1932                          STATION DESCRIPTION
 JD1932
 JD1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1932'1 MI SE FROM WINDSOR.
 JD1932'ABOUT 0.95 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 JD1932'PACIFIC RAILROAD FROM THE STATION AT WINDSOR, IN SECTION 7,
 JD1932'T 43 N, R 24 W, 0.1 MILE NORTHWEST OF A CROSSING OF THE RAILROAD
 JD1932'AND A ROAD, 3 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, SET
 JD1932'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 JD1932'ABUTMENT OF STEEL RAILROAD BRIDGE NUMBER 215.4, ABOUT 6 FEET
 JD1932'BELOW THE LEVEL OF THE TRACK, AND ABOUT 3 1/2 FEET BELOW THE
 JD1932'TOP OF THE HEAD WALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0655 ***********************************************************************
 HE0655  DESIGNATION -  G 247
 HE0655  PID         -  HE0655
 HE0655  STATE/COUNTY-  MO/ST CLAIR
 HE0655  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0655
 HE0655                         *CURRENT SURVEY CONTROL
 HE0655  ___________________________________________________________________
 HE0655* NAD 83(1986)-  37 59 12.     (N)    094 02 28.     (W)     SCALED    
 HE0655* NAVD 88     -       238.640  (meters)     782.94   (feet)  ADJUSTED  
 HE0655  ___________________________________________________________________
 HE0655  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HE0655  DYNAMIC HT  -         238.465 (meters)     782.36  (feet)  COMP
 HE0655  MODELED GRAV-     979,889.0   (mgal)                       NAVD 88
 HE0655
 HE0655  VERT ORDER  -  SECOND    CLASS 0
 HE0655
 HE0655.The horizontal coordinates were scaled from a topographic map and have
 HE0655.an estimated accuracy of +/- 6 seconds.
 HE0655
 HE0655.The orthometric height was determined by differential leveling
 HE0655.and adjusted by the National Geodetic Survey in June 1991..
 HE0655
 HE0655.The geoid height was determined by GEOID03.
 HE0655
 HE0655.The dynamic height is computed by dividing the NAVD 88
 HE0655.geopotential number by the normal gravity value computed on the
 HE0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0655.degrees latitude (g = 980.6199 gals.).
 HE0655
 HE0655.The modeled gravity was interpolated from observed gravity values.
 HE0655
 HE0655;                    North         East    Units  Estimated Accuracy
 HE0655;SPC MO W     -   202,070.      890,310.      MT  (+/- 180 meters Scaled)
 HE0655
 HE0655                          SUPERSEDED SURVEY CONTROL
 HE0655
 HE0655  NGVD 29 (??/??/92)  238.540  (m)          782.61   (f) ADJ UNCH    2 0
 HE0655
 HE0655.Superseded values are not recommended for survey control.
 HE0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0655.See file dsdata.txt to determine how the superseded data were derived.
 HE0655
 HE0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC085048(NAD 83)
 HE0655_MARKER: DB = BENCH MARK DISK
 HE0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0655_SP_SET: CULVERT
 HE0655_STAMPING: G 247 1962
 HE0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0655
 HE0655  HISTORY     - Date     Condition        Report By
 HE0655  HISTORY     - 1962     MONUMENTED       CGS
 HE0655
 HE0655                          STATION DESCRIPTION
 HE0655
 HE0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HE0655'3.8 MI SW FROM TABERVILLE.
 HE0655'ABOUT 0.35 MILE SOUTH ALONG COUNTY ROAD H FROM THE NORTH END
 HE0655'OF THE HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE, THENCE
 HE0655'2.45 MILES WEST ALONG A DIRT ROAD, THENCE 1.0 SOUTH ALONG A
 HE0655'DIRT ROAD, IN SECTION 17, T 37 N, R 28 W, 58 FEET SOUTHEAST
 HE0655'OF THE CENTER OF AN INTERSECTION OF THE NORTH-SOUTH ROAD AND
 HE0655'AN EAST-WEST ROAD, 11 FEET SOUTH OF THE CENTER LINE OF THE
 HE0655'EAST-WEST ROAD, SET IN THE CENTER OF THE TOP OF THE SOUTH
 HE0655'HEADWALL OF A 6 1/2-FOOT CONCRETE CULVERT, 78 FEET SOUTHEAST
 HE0655'OF A POWER POLE, 33 FEET NORTHEAST OF A TELEPHONE POLE, AND
 HE0655'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0996 ***********************************************************************
 HD0996  DESIGNATION -  G 248
 HD0996  PID         -  HD0996
 HD0996  STATE/COUNTY-  MO/CEDAR
 HD0996  USGS QUAD   -  FILLEY (1991)
 HD0996
 HD0996                         *CURRENT SURVEY CONTROL
 HD0996  ___________________________________________________________________
 HD0996* NAD 83(1986)-  37 51 44.     (N)    093 59 39.     (W)     SCALED    
 HD0996* NAVD 88     -       267.760  (meters)     878.48   (feet)  ADJUSTED  
 HD0996  ___________________________________________________________________
 HD0996  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HD0996  DYNAMIC HT  -         267.561 (meters)     877.82  (feet)  COMP
 HD0996  MODELED GRAV-     979,877.7   (mgal)                       NAVD 88
 HD0996
 HD0996  VERT ORDER  -  SECOND    CLASS 0
 HD0996
 HD0996.The horizontal coordinates were scaled from a topographic map and have
 HD0996.an estimated accuracy of +/- 6 seconds.
 HD0996
 HD0996.The orthometric height was determined by differential leveling
 HD0996.and adjusted by the National Geodetic Survey in June 1991..
 HD0996
 HD0996.The geoid height was determined by GEOID03.
 HD0996
 HD0996.The dynamic height is computed by dividing the NAVD 88
 HD0996.geopotential number by the normal gravity value computed on the
 HD0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0996.degrees latitude (g = 980.6199 gals.).
 HD0996
 HD0996.The modeled gravity was interpolated from observed gravity values.
 HD0996
 HD0996;                    North         East    Units  Estimated Accuracy
 HD0996;SPC MO W     -   188,280.      894,510.      MT  (+/- 180 meters Scaled)
 HD0996
 HD0996                          SUPERSEDED SURVEY CONTROL
 HD0996
 HD0996  NGVD 29 (??/??/92)  267.661  (m)          878.15   (f) ADJ UNCH    2 0
 HD0996
 HD0996.Superseded values are not recommended for survey control.
 HD0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0996.See file dsdata.txt to determine how the superseded data were derived.
 HD0996
 HD0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB125909(NAD 83)
 HD0996_MARKER: DB = BENCH MARK DISK
 HD0996_SETTING: 66 = SET IN ROCK OUTCROP
 HD0996_SP_SET: ROCK OUTCROP
 HD0996_STAMPING: G 248 1963
 HD0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0996+STABILITY: POSITION/ELEVATION WELL
 HD0996
 HD0996  HISTORY     - Date     Condition        Report By
 HD0996  HISTORY     - 1963     MONUMENTED       CGS
 HD0996
 HD0996                          STATION DESCRIPTION
 HD0996
 HD0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HD0996'1.8 MI E FROM ELDORADO SPRINGS.
 HD0996'0.1 MILE EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 HD0996'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH ALONG
 HD0996'STATE HIGHWAY 82, THENCE 1.6 MILES EAST ALONG U.S. HIGHWAY 54,
 HD0996'IN SECTION 27, T 36 N, R 28 W, 42 1/2 FEET SOUTH OF THE CENTER
 HD0996'LINE OF THE HIGHWAY, 72 FEET EAST OF THE CENTER LINE OF A TRAIL
 HD0996'ROAD, 54 1/2 EAST OF A FENCE CORNER, 58 FEET SOUTHWEST
 HD0996'OF THE WEST END OF A CONCRETE HEADWALL, 3 1/2 FEET SOUTH OF A
 HD0996'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF THE
 HD0996'NORTH LEDGE OF A SANDSTONE OUTCROP AND PROJECTING ABOUT 1 FOOT
 HD0996'ON THE NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1767 ***********************************************************************
 JD1767  DESIGNATION -  G 249
 JD1767  PID         -  JD1767
 JD1767  STATE/COUNTY-  MO/ST CLAIR
 JD1767  USGS QUAD   -  MONEGAW SPRINGS (1991)
 JD1767
 JD1767                         *CURRENT SURVEY CONTROL
 JD1767  ___________________________________________________________________
 JD1767* NAD 83(1986)-  38 07 05.     (N)    093 49 15.     (W)     SCALED    
 JD1767* NAVD 88     -       244.263  (meters)     801.39   (feet)  ADJUSTED  
 JD1767  ___________________________________________________________________
 JD1767  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JD1767  DYNAMIC HT  -         244.086 (meters)     800.81  (feet)  COMP
 JD1767  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 JD1767
 JD1767  VERT ORDER  -  SECOND    CLASS 0
 JD1767
 JD1767.The horizontal coordinates were scaled from a topographic map and have
 JD1767.an estimated accuracy of +/- 6 seconds.
 JD1767
 JD1767.The orthometric height was determined by differential leveling
 JD1767.and adjusted by the National Geodetic Survey in June 1991..
 JD1767
 JD1767.The geoid height was determined by GEOID03.
 JD1767
 JD1767.The dynamic height is computed by dividing the NAVD 88
 JD1767.geopotential number by the normal gravity value computed on the
 JD1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1767.degrees latitude (g = 980.6199 gals.).
 JD1767
 JD1767.The modeled gravity was interpolated from observed gravity values.
 JD1767
 JD1767;                    North         East    Units  Estimated Accuracy
 JD1767;SPC MO W     -   216,770.      909,550.      MT  (+/- 180 meters Scaled)
 JD1767
 JD1767                          SUPERSEDED SURVEY CONTROL
 JD1767
 JD1767  NGVD 29 (??/??/92)  244.148  (m)          801.01   (f) ADJ UNCH    2 0
 JD1767
 JD1767.Superseded values are not recommended for survey control.
 JD1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1767.See file dsdata.txt to determine how the superseded data were derived.
 JD1767
 JD1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC280192(NAD 83)
 JD1767_MARKER: DB = BENCH MARK DISK
 JD1767_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1767_STAMPING: G 249 1963
 JD1767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1767
 JD1767  HISTORY     - Date     Condition        Report By
 JD1767  HISTORY     - 1963     MONUMENTED       CGS
 JD1767
 JD1767                          STATION DESCRIPTION
 JD1767
 JD1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1767'7 MI SW FROM LOWRY CITY.
 JD1767'ABOUT 0.15 MILE WEST ALONG AN ASPHALT STREET FROM THE ST.
 JD1767'LOUIS-SAN FRANCISCO RAILWAY STATION AT LOWRY CITY, THENCE 4.2
 JD1767'MILES SOUTHWEST ALONG STATE ROAD D, THENCE 2.7 MILES WEST ALONG
 JD1767'A GRAVELED ROAD, IN SECTION 30, T 39 N, R 26 W, 0.1 MILE NORTH OF
 JD1767'A BRIDGE OVER SPILL CREEK, 66 FEET EAST OF THE CENTER LINE OF THE
 JD1767'ROAD, 43 FEET EAST OF THE CENTER LINE OF AN NORTH-SOUTH ROAD, 43
 JD1767'FEET SOUTH OF A CORNER FENCE POST, 1.0 FEET WEST OF A FENCE, 1.5
 JD1767'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 JD1767'LEVEL OF THE ROAD, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED
 JD1767'ROAD THAT IS DRIVEN TO A DEPTH OF 9 1/2 FEET AND IS ENCASED IN
 JD1767'A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0953 ***********************************************************************
 GD0953  DESIGNATION -  G 25
 GD0953  PID         -  GD0953
 GD0953  STATE/COUNTY-  MO/SCOTT
 GD0953  USGS QUAD   -  VANDUSER (1963)
 GD0953
 GD0953                         *CURRENT SURVEY CONTROL
 GD0953  ___________________________________________________________________
 GD0953* NAD 83(1986)-  36 57 18.     (N)    089 37 39.     (W)     SCALED    
 GD0953* NAVD 88     -       100.840  (meters)     330.84   (feet)  ADJUSTED  
 GD0953  ___________________________________________________________________
 GD0953  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD0953  DYNAMIC HT  -         100.765 (meters)     330.59  (feet)  COMP
 GD0953  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 GD0953
 GD0953  VERT ORDER  -  SECOND    CLASS 0
 GD0953
 GD0953.The horizontal coordinates were scaled from a topographic map and have
 GD0953.an estimated accuracy of +/- 6 seconds.
 GD0953
 GD0953.The orthometric height was determined by differential leveling
 GD0953.and adjusted by the National Geodetic Survey in June 1991..
 GD0953
 GD0953.The geoid height was determined by GEOID03.
 GD0953
 GD0953.The dynamic height is computed by dividing the NAVD 88
 GD0953.geopotential number by the normal gravity value computed on the
 GD0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0953.degrees latitude (g = 980.6199 gals.).
 GD0953
 GD0953.The modeled gravity was interpolated from observed gravity values.
 GD0953
 GD0953;                    North         East    Units  Estimated Accuracy
 GD0953;SPC MO E     -   124,820.      327,700.      MT  (+/- 180 meters Scaled)
 GD0953
 GD0953                          SUPERSEDED SURVEY CONTROL
 GD0953
 GD0953  NGVD 29 (??/??/??)  100.785  (m)          330.66   (f) ADJUSTED    2 0
 GD0953
 GD0953.Superseded values are not recommended for survey control.
 GD0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0953.See file dsdata.txt to determine how the superseded data were derived.
 GD0953
 GD0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF660931(NAD 83)
 GD0953_MARKER: DB = BENCH MARK DISK
 GD0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0953_STAMPING: G 25 1933
 GD0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0953+STABILITY: SURFACE MOTION
 GD0953
 GD0953  HISTORY     - Date     Condition        Report By
 GD0953  HISTORY     - 1933     MONUMENTED       CGS
 GD0953  HISTORY     - 1963     MARK NOT FOUND   USGS
 GD0953
 GD0953                          STATION DESCRIPTION
 GD0953
 GD0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0953'AT MC MULLIN.
 GD0953'AT MC MULLIN, SCOTT COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GD0953'RAILWAY, 70 YARDS SOUTH OF THE CORNER OF THE STATION, 85 FEET
 GD0953'NORTH OF POLE 160, AND 30 FEET WEST OF THE WEST RAIL OF THE MAIN
 GD0953'TRACK.  A STANDARD DISK, STAMPED G 25 1933 AND SET IN THE TOP
 GD0953'OF A CONCRETE POST.  NOTE-- MEASUREMENTS INDICATE THAT THE SITE OF
 GD0953'THIS MARK HAS BEEN COVERED BY A GRAVEL FILL.
 GD0953
 GD0953                          STATION RECOVERY (1963)
 GD0953
 GD0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GD0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1678 ***********************************************************************
 JD1678  DESIGNATION -  G 250
 JD1678  PID         -  JD1678
 JD1678  STATE/COUNTY-  MO/HENRY
 JD1678  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1678
 JD1678                         *CURRENT SURVEY CONTROL
 JD1678  ___________________________________________________________________
 JD1678* NAD 83(1986)-  38 16 52.     (N)    093 50 00.     (W)     SCALED    
 JD1678* NAVD 88     -       222.108  (meters)     728.70   (feet)  ADJUSTED  
 JD1678  ___________________________________________________________________
 JD1678  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JD1678  DYNAMIC HT  -         221.952 (meters)     728.19  (feet)  COMP
 JD1678  MODELED GRAV-     979,919.9   (mgal)                       NAVD 88
 JD1678
 JD1678  VERT ORDER  -  SECOND    CLASS 0
 JD1678
 JD1678.The horizontal coordinates were scaled from a topographic map and have
 JD1678.an estimated accuracy of +/- 6 seconds.
 JD1678
 JD1678.The orthometric height was determined by differential leveling
 JD1678.and adjusted by the National Geodetic Survey in June 1991..
 JD1678
 JD1678.The geoid height was determined by GEOID03.
 JD1678
 JD1678.The dynamic height is computed by dividing the NAVD 88
 JD1678.geopotential number by the normal gravity value computed on the
 JD1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1678.degrees latitude (g = 980.6199 gals.).
 JD1678
 JD1678.The modeled gravity was interpolated from observed gravity values.
 JD1678
 JD1678;                    North         East    Units  Estimated Accuracy
 JD1678;SPC MO W     -   234,860.      908,330.      MT  (+/- 180 meters Scaled)
 JD1678
 JD1678                          SUPERSEDED SURVEY CONTROL
 JD1678
 JD1678  NGVD 29 (??/??/92)  221.999  (m)          728.34   (f) ADJ UNCH    2 0
 JD1678
 JD1678.Superseded values are not recommended for survey control.
 JD1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1678.See file dsdata.txt to determine how the superseded data were derived.
 JD1678
 JD1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC271373(NAD 83)
 JD1678_MARKER: DB = BENCH MARK DISK
 JD1678_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1678_SP_SET: 7 FEET
 JD1678_STAMPING: G 250 1963
 JD1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1678
 JD1678  HISTORY     - Date     Condition        Report By
 JD1678  HISTORY     - 1963     MONUMENTED       CGS
 JD1678
 JD1678                          STATION DESCRIPTION
 JD1678
 JD1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1678'7.6 MI SW FROM CLINTON.
 JD1678'ABOUT 3.55 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1678'RAILROAD FROM THE STATION AT CLINTON, THENCE 3.6 MILES SOUTH
 JD1678'ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG STATE ROAD
 JD1678'VV, IN SECTION 6, T 40 N, R 26 W, 167 FEET NORTHWEST OF THE
 JD1678'CENTER LINE OF A CURVE TO THE SOUTH IN STATE ROAD VV, 101 FEET
 JD1678'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH OF THE
 JD1678'BRETHREN, 52 FEET EAST OF A POWER POLE, 25 FEET SOUTH-SOUTHEAST
 JD1678'OF A 10-INCH HICKORY TREE, 24 FEET NORTH OF THE CENTER LINE
 JD1678'OF A DIRT ROAD LEADING WEST, 7 FEET NORTH OF A FENCE CORNER,
 JD1678'1 FOOT WEST OF A OLD FENCE, AND WELDED ON THE TOP OF A 3-INCH
 JD1678'IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0643 ***********************************************************************
 JE0643  DESIGNATION -  G 251
 JE0643  PID         -  JE0643
 JE0643  STATE/COUNTY-  MO/BATES
 JE0643  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0643
 JE0643                         *CURRENT SURVEY CONTROL
 JE0643  ___________________________________________________________________
 JE0643* NAD 83(1986)-  38 13 11.     (N)    094 18 49.     (W)     SCALED    
 JE0643* NAVD 88     -       255.931  (meters)     839.67   (feet)  ADJUSTED  
 JE0643  ___________________________________________________________________
 JE0643  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0643  DYNAMIC HT  -         255.745 (meters)     839.06  (feet)  COMP
 JE0643  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 JE0643
 JE0643  VERT ORDER  -  SECOND    CLASS 0
 JE0643
 JE0643.The horizontal coordinates were scaled from a topographic map and have
 JE0643.an estimated accuracy of +/- 6 seconds.
 JE0643
 JE0643.The orthometric height was determined by differential leveling
 JE0643.and adjusted by the National Geodetic Survey in June 1991..
 JE0643
 JE0643.The geoid height was determined by GEOID03.
 JE0643
 JE0643.The dynamic height is computed by dividing the NAVD 88
 JE0643.geopotential number by the normal gravity value computed on the
 JE0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0643.degrees latitude (g = 980.6199 gals.).
 JE0643
 JE0643.The modeled gravity was interpolated from observed gravity values.
 JE0643
 JE0643;                    North         East    Units  Estimated Accuracy
 JE0643;SPC MO W     -   227,850.      866,320.      MT  (+/- 180 meters Scaled)
 JE0643
 JE0643                          SUPERSEDED SURVEY CONTROL
 JE0643
 JE0643  NGVD 29 (??/??/92)  255.812  (m)          839.28   (f) ADJ UNCH    2 0
 JE0643
 JE0643.Superseded values are not recommended for survey control.
 JE0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0643.See file dsdata.txt to determine how the superseded data were derived.
 JE0643
 JE0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC850310(NAD 83)
 JE0643_MARKER: DB = BENCH MARK DISK
 JE0643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0643_SP_SET: 8 FEET
 JE0643_STAMPING: G 251 1963
 JE0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0643
 JE0643  HISTORY     - Date     Condition        Report By
 JE0643  HISTORY     - 1963     MONUMENTED       CGS
 JE0643
 JE0643                          STATION DESCRIPTION
 JE0643
 JE0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0643'5.8 MI SE FROM BUTLER.
 JE0643'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0643'THE STATION AT BUTLER, THENCE 0.9 MILE EAST ALONG A GRAVELED
 JE0643'ROAD, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 52, 113 FEET
 JE0643'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION WITH STATE
 JE0643'ROAD YY, 76 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 52,
 JE0643'41 FEET SOUTHEAST OF A POWER POLE, 38 1/2 FEET SOUTHWEST OF A
 JE0643'CORNER FENCE POST, 1 1/2 FEET NORTHWEST OF A FENCE, 1.5 FEET
 JE0643'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 JE0643'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 JE0643'TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 JE0643'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0351 ***********************************************************************
 JE0351  DESIGNATION -  G 252
 JE0351  PID         -  JE0351
 JE0351  STATE/COUNTY-  MO/BATES
 JE0351  USGS QUAD   -  ADRIAN (1981)
 JE0351
 JE0351                         *CURRENT SURVEY CONTROL
 JE0351  ___________________________________________________________________
 JE0351* NAD 83(1986)-  38 26 38.     (N)    094 18 37.     (W)     SCALED    
 JE0351* NAVD 88     -       250.720  (meters)     822.57   (feet)  ADJUSTED  
 JE0351  ___________________________________________________________________
 JE0351  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0351  DYNAMIC HT  -         250.544 (meters)     821.99  (feet)  COMP
 JE0351  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 JE0351
 JE0351  VERT ORDER  -  FIRST     CLASS II
 JE0351
 JE0351.The horizontal coordinates were scaled from a topographic map and have
 JE0351.an estimated accuracy of +/- 6 seconds.
 JE0351
 JE0351.The orthometric height was determined by differential leveling
 JE0351.and adjusted by the National Geodetic Survey in June 1991..
 JE0351
 JE0351.The geoid height was determined by GEOID03.
 JE0351
 JE0351.The dynamic height is computed by dividing the NAVD 88
 JE0351.geopotential number by the normal gravity value computed on the
 JE0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0351.degrees latitude (g = 980.6199 gals.).
 JE0351
 JE0351.The modeled gravity was interpolated from observed gravity values.
 JE0351
 JE0351;                    North         East    Units  Estimated Accuracy
 JE0351;SPC MO W     -   252,740.      866,560.      MT  (+/- 180 meters Scaled)
 JE0351
 JE0351                          SUPERSEDED SURVEY CONTROL
 JE0351
 JE0351  NGVD 29 (??/??/92)  250.600  (m)          822.18   (f) ADJ UNCH    1 2
 JE0351
 JE0351.Superseded values are not recommended for survey control.
 JE0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0351.See file dsdata.txt to determine how the superseded data were derived.
 JE0351
 JE0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC856558(NAD 83)
 JE0351_MARKER: DB = BENCH MARK DISK
 JE0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0351_SP_SET: CORNER POST
 JE0351_STAMPING: G 252 1963
 JE0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0351
 JE0351  HISTORY     - Date     Condition        Report By
 JE0351  HISTORY     - 1963     MONUMENTED       CGS
 JE0351
 JE0351                          STATION DESCRIPTION
 JE0351
 JE0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0351'5.7 MI NE FROM ADRIAN.
 JE0351'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0351'THE STATION AT ADRIAN, THENCE 0.6 MILE EAST ALONG STATE ROAD AA,
 JE0351'THENCE 1.05 MILES NORTH ALONG U.S. HIGHWAY 71, THENCE 1.75 MILES
 JE0351'EAST ALONG A GRAVELED ROAD, 22 FEET WEST OF THE CENTER LINE
 JE0351'OF THE ROAD, 49 FEET NORTH OF AND ACROSS THE ROAD FROM A POWER
 JE0351'POLE, 0.1 MILE EAST OF A LONE 26-INCH ELM TREE, ABOUT 4 1/2
 JE0351'FEET ABOVE THE LEVEL OF THE GROUND, AND SET IN THE TOP OF A
 JE0351'12-INCH SQUARE CONCRETE FENCE CORNER POST BRACED BY TWO CONCRETE
 JE0351'BRACES IMBEDED IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0500 ***********************************************************************
 JE0500  DESIGNATION -  G 253
 JE0500  PID         -  JE0500
 JE0500  STATE/COUNTY-  MO/BATES
 JE0500  USGS QUAD   -  MAIN CITY (1961)
 JE0500
 JE0500                         *CURRENT SURVEY CONTROL
 JE0500  ___________________________________________________________________
 JE0500* NAD 83(1986)-  38 25 30.     (N)    094 28 57.     (W)     SCALED    
 JE0500* NAVD 88     -       267.198  (meters)     876.63   (feet)  ADJUSTED  
 JE0500  ___________________________________________________________________
 JE0500  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0500  DYNAMIC HT  -         267.009 (meters)     876.01  (feet)  COMP
 JE0500  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 JE0500
 JE0500  VERT ORDER  -  SECOND    CLASS 0
 JE0500
 JE0500.The horizontal coordinates were scaled from a topographic map and have
 JE0500.an estimated accuracy of +/- 6 seconds.
 JE0500
 JE0500.The orthometric height was determined by differential leveling
 JE0500.and adjusted by the National Geodetic Survey in June 1991..
 JE0500
 JE0500.The geoid height was determined by GEOID03.
 JE0500
 JE0500.The dynamic height is computed by dividing the NAVD 88
 JE0500.geopotential number by the normal gravity value computed on the
 JE0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0500.degrees latitude (g = 980.6199 gals.).
 JE0500
 JE0500.The modeled gravity was interpolated from observed gravity values.
 JE0500
 JE0500;                    North         East    Units  Estimated Accuracy
 JE0500;SPC MO W     -   250,620.      851,530.      MT  (+/- 180 meters Scaled)
 JE0500
 JE0500                          SUPERSEDED SURVEY CONTROL
 JE0500
 JE0500  NGVD 29 (??/??/92)  267.080  (m)          876.25   (f) ADJ UNCH    2 0
 JE0500
 JE0500.Superseded values are not recommended for survey control.
 JE0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0500.See file dsdata.txt to determine how the superseded data were derived.
 JE0500
 JE0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC705540(NAD 83)
 JE0500_MARKER: DB = BENCH MARK DISK
 JE0500_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0500_SP_SET: 10 1/2 FEET
 JE0500_STAMPING: G 253 1963
 JE0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0500+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 JE0500
 JE0500  HISTORY     - Date     Condition        Report By
 JE0500  HISTORY     - 1963     MONUMENTED       CGS
 JE0500  HISTORY     - 20060106 GOOD             INDIV
 JE0500
 JE0500                          STATION DESCRIPTION
 JE0500
 JE0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0500'9.2 MI NW FROM ADRIAN.
 JE0500'ABOUT 7.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0500'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 2.0 MILES NORTH ALONG
 JE0500'A GRAVELED ROAD, 0.5 MILE SOUTH OF THE BURDETTE BAPTIST CHURCH,
 JE0500'146 FEET SOUTHWEST OF THE CENTER LINE OF A LONG CURVE IN STATE
 JE0500'ROAD FF, 66 FEET EAST OF THE CENTER LINE OF THE ROAD, 31 1/2
 JE0500'FEET EAST OF A CORNER FENCE POST 1.0 FOOT NORTH OF A FENCE,
 JE0500'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND ON THE TOP OF
 JE0500'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 JE0500'10 1/2 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES.
 JE0500
 JE0500                          STATION RECOVERY (2006)
 JE0500
 JE0500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0816 ***********************************************************************
 JE0816  DESIGNATION -  G 254
 JE0816  PID         -  JE0816
 JE0816  STATE/COUNTY-  MO/BATES
 JE0816  USGS QUAD   -  AMORET (1973)
 JE0816
 JE0816                         *CURRENT SURVEY CONTROL
 JE0816  ___________________________________________________________________
 JE0816* NAD 83(1986)-  38 20 21.     (N)    094 30 47.     (W)     SCALED    
 JE0816* NAVD 88     -       249.443  (meters)     818.38   (feet)  ADJUSTED  
 JE0816  ___________________________________________________________________
 JE0816  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0816  DYNAMIC HT  -         249.265 (meters)     817.80  (feet)  COMP
 JE0816  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 JE0816
 JE0816  VERT ORDER  -  SECOND    CLASS 0
 JE0816
 JE0816.The horizontal coordinates were scaled from a topographic map and have
 JE0816.an estimated accuracy of +/- 6 seconds.
 JE0816
 JE0816.The orthometric height was determined by differential leveling
 JE0816.and adjusted by the National Geodetic Survey in June 1991..
 JE0816
 JE0816.The geoid height was determined by GEOID03.
 JE0816
 JE0816.The dynamic height is computed by dividing the NAVD 88
 JE0816.geopotential number by the normal gravity value computed on the
 JE0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0816.degrees latitude (g = 980.6199 gals.).
 JE0816
 JE0816.The modeled gravity was interpolated from observed gravity values.
 JE0816
 JE0816;                    North         East    Units  Estimated Accuracy
 JE0816;SPC MO W     -   241,100.      848,860.      MT  (+/- 180 meters Scaled)
 JE0816
 JE0816                          SUPERSEDED SURVEY CONTROL
 JE0816
 JE0816  NGVD 29 (??/??/92)  249.319  (m)          817.97   (f) ADJ UNCH    2 0
 JE0816
 JE0816.Superseded values are not recommended for survey control.
 JE0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0816.See file dsdata.txt to determine how the superseded data were derived.
 JE0816
 JE0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC677445(NAD 83)
 JE0816_MARKER: DB = BENCH MARK DISK
 JE0816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0816_SP_SET: BRIDGE
 JE0816_STAMPING: G 254 1963
 JE0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0816+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0816
 JE0816  HISTORY     - Date     Condition        Report By
 JE0816  HISTORY     - 1963     MONUMENTED       CGS
 JE0816  HISTORY     - 20051105 GOOD             INDIV
 JE0816
 JE0816                          STATION DESCRIPTION
 JE0816
 JE0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0816'4.7 MI E FROM AMSTERDAM.
 JE0816'ABOUT 0.7 MILES SOUTH ALONG STATE ROAD Y FROM THE POST OFFICE AT
 JE0816'AMSTERDAM, THENCE 3.0 MILES EAST ALONG STATE ROAD J, THENCE
 JE0816'1.0 MILE EAST ALONG A GRAVELED ROAD, AT A STEEL GIRDER BRIDGE
 JE0816'OVER MIANI CREEK, 14 FEET SOUTH OF THE CENTER LINE OF THE
 JE0816'ROAD, 4.0 FEET SOUTH OF A PIPE RAILING ABOUT LEVEL WITH THE
 JE0816'ROAD, AND SET IN THE TOP OF THE SOUTHEAST WING WALL OF THE BRIDGE.
 JE0816
 JE0816                          STATION RECOVERY (2005)
 JE0816
 JE0816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1652 ***********************************************************************
 JD1652  DESIGNATION -  G 255
 JD1652  PID         -  JD1652
 JD1652  STATE/COUNTY-  MO/HENRY
 JD1652  USGS QUAD   -  HARTWELL (1981)
 JD1652
 JD1652                         *CURRENT SURVEY CONTROL
 JD1652  ___________________________________________________________________
 JD1652* NAD 83(1986)-  38 27 49.     (N)    093 58 17.     (W)     SCALED    
 JD1652* NAVD 88     -       232.073  (meters)     761.39   (feet)  ADJUSTED  
 JD1652  ___________________________________________________________________
 JD1652  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD1652  DYNAMIC HT  -         231.913 (meters)     760.87  (feet)  COMP
 JD1652  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JD1652
 JD1652  VERT ORDER  -  SECOND    CLASS 0
 JD1652
 JD1652.The horizontal coordinates were scaled from a topographic map and have
 JD1652.an estimated accuracy of +/- 6 seconds.
 JD1652
 JD1652.The orthometric height was determined by differential leveling
 JD1652.and adjusted by the National Geodetic Survey in June 1991..
 JD1652
 JD1652.The geoid height was determined by GEOID03.
 JD1652
 JD1652.The dynamic height is computed by dividing the NAVD 88
 JD1652.geopotential number by the normal gravity value computed on the
 JD1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1652.degrees latitude (g = 980.6199 gals.).
 JD1652
 JD1652.The modeled gravity was interpolated from observed gravity values.
 JD1652
 JD1652;                    North         East    Units  Estimated Accuracy
 JD1652;SPC MO W     -   255,040.      896,130.      MT  (+/- 180 meters Scaled)
 JD1652
 JD1652                          SUPERSEDED SURVEY CONTROL
 JD1652
 JD1652  NGVD 29 (??/??/92)  231.948  (m)          760.98   (f) ADJ UNCH    2 0
 JD1652
 JD1652.Superseded values are not recommended for survey control.
 JD1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1652.See file dsdata.txt to determine how the superseded data were derived.
 JD1652
 JD1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC152577(NAD 83)
 JD1652_MARKER: DB = BENCH MARK DISK
 JD1652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1652_SP_SET: 8 FEET
 JD1652_STAMPING: G 255 1963
 JD1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1652
 JD1652  HISTORY     - Date     Condition        Report By
 JD1652  HISTORY     - 1963     MONUMENTED       CGS
 JD1652
 JD1652                          STATION DESCRIPTION
 JD1652
 JD1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1652'1.6 MI SE FROM URICH.
 JD1652'ABOUT 1.55 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE
 JD1652'STATE HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, 72
 JD1652'FEET NORTHWEST OF THE CENTER OF A JUNCTION WITH A GRADED
 JD1652'DIRT ROAD LEADING SOUTH, 48 1/2 FEET NORTHEAST OF THE CENTER
 JD1652'LIN OF A LONG CURVE IN THE HIGHWAY, 50 FEET SOUTH OF THE CENTER
 JD1652'LINE OF A GRAVELED ROAD LEADING EAST, 33 FEET EAST OF A TELEPHONE
 JD1652'POLE, 12 1/2 FEET NORTHWEST OF A POWER POLE, 1.0 FOOT SOUTH OF A
 JD1652'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 JD1652'HIGHWAY AND 2 1/2 FEET ABOVE THE LEVEL OF THE GRAVELED ROAD
 JD1652'AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 JD1652'DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE WHICH
 JD1652'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0178 ***********************************************************************
 JE0178  DESIGNATION -  G 256
 JE0178  PID         -  JE0178
 JE0178  STATE/COUNTY-  MO/CASS
 JE0178  USGS QUAD   -  RAYMORE (1990)
 JE0178
 JE0178                         *CURRENT SURVEY CONTROL
 JE0178  ___________________________________________________________________
 JE0178* NAD 83(1986)-  38 47 03.     (N)    094 29 54.     (W)     SCALED    
 JE0178* NAVD 88     -       309.933  (meters)    1016.84   (feet)  ADJUSTED  
 JE0178  ___________________________________________________________________
 JE0178  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0178  DYNAMIC HT  -         309.723 (meters)    1016.15  (feet)  COMP
 JE0178  MODELED GRAV-     979,944.8   (mgal)                       NAVD 88
 JE0178
 JE0178  VERT ORDER  -  FIRST     CLASS II
 JE0178
 JE0178.The horizontal coordinates were scaled from a topographic map and have
 JE0178.an estimated accuracy of +/- 6 seconds.
 JE0178
 JE0178.The orthometric height was determined by differential leveling
 JE0178.and adjusted by the National Geodetic Survey in June 1991..
 JE0178
 JE0178.The geoid height was determined by GEOID03.
 JE0178
 JE0178.The dynamic height is computed by dividing the NAVD 88
 JE0178.geopotential number by the normal gravity value computed on the
 JE0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0178.degrees latitude (g = 980.6199 gals.).
 JE0178
 JE0178.The modeled gravity was interpolated from observed gravity values.
 JE0178
 JE0178;                    North         East    Units  Estimated Accuracy
 JE0178;SPC MO W     -   290,490.      850,150.      MT  (+/- 180 meters Scaled)
 JE0178
 JE0178                          SUPERSEDED SURVEY CONTROL
 JE0178
 JE0178  NGVD 29 (??/??/92)  309.815  (m)         1016.45   (f) ADJ UNCH    1 2
 JE0178
 JE0178.Superseded values are not recommended for survey control.
 JE0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0178.See file dsdata.txt to determine how the superseded data were derived.
 JE0178
 JE0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC698938(NAD 83)
 JE0178_MARKER: DB = BENCH MARK DISK
 JE0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0178_SP_SET: CULVERT
 JE0178_STAMPING: G 256 1963
 JE0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0178
 JE0178  HISTORY     - Date     Condition        Report By
 JE0178  HISTORY     - 1963     MONUMENTED       CGS
 JE0178
 JE0178                          STATION DESCRIPTION
 JE0178
 JE0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0178'3.8 MI SE FROM BELTON.
 JE0178'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 58 FROM THE ASSEMBLY
 JE0178'OF GOD CHURCH AT BELTON, THENCE 2.2 MILES SOUTHEAST ALONG U.S.
 JE0178'HIGHWAY 71, OR 5.15 MILES NORTHWEST ALONG THE ST. LOUIS-SAN
 JE0178'FRANCISCO RAILWAY FROM THE WATER TOWER AT PECULIAR, 20 FEET
 JE0178'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET NORTHEAST
 JE0178'OF THE NORTHEAST RAIL, 10 FEET SOUTHEAST OF A CROSSING OF THE
 JE0178'RAILROAD AND AN OLD ROAD, ABOUT LEVEL WITH THE HIGHWAY, AND
 JE0178'SET IN THE CENTER OF THE TOP OF THE SOUTHEAST CONCRETE HEADWALL
 JE0178'OF A SMALL BOX CULVERT UNDER THE OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0314 ***********************************************************************
 JD0314  DESIGNATION -  G 257
 JD0314  PID         -  JD0314
 JD0314  STATE/COUNTY-  MO/MORGAN
 JD0314  USGS QUAD   -  STOVER (1982)
 JD0314
 JD0314                         *CURRENT SURVEY CONTROL
 JD0314  ___________________________________________________________________
 JD0314* NAD 83(1986)-  38 25 38.     (N)    092 54 54.     (W)     SCALED    
 JD0314* NAVD 88     -       324.410  (meters)    1064.34   (feet)  ADJUSTED  
 JD0314  ___________________________________________________________________
 JD0314  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD0314  DYNAMIC HT  -         324.176 (meters)    1063.57  (feet)  COMP
 JD0314  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 JD0314
 JD0314  VERT ORDER  -  SECOND    CLASS 0
 JD0314
 JD0314.The horizontal coordinates were scaled from a topographic map and have
 JD0314.an estimated accuracy of +/- 6 seconds.
 JD0314
 JD0314.The orthometric height was determined by differential leveling
 JD0314.and adjusted by the National Geodetic Survey in June 1991..
 JD0314
 JD0314.The geoid height was determined by GEOID03.
 JD0314
 JD0314.The dynamic height is computed by dividing the NAVD 88
 JD0314.geopotential number by the normal gravity value computed on the
 JD0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0314.degrees latitude (g = 980.6199 gals.).
 JD0314
 JD0314.The modeled gravity was interpolated from observed gravity values.
 JD0314
 JD0314;                    North         East    Units  Estimated Accuracy
 JD0314;SPC MO C     -   287,930.      463,760.      MT  (+/- 180 meters Scaled)
 JD0314
 JD0314                          SUPERSEDED SURVEY CONTROL
 JD0314
 JD0314  NGVD 29 (??/??/92)  324.291  (m)         1063.94   (f) ADJ UNCH    2 0
 JD0314
 JD0314.Superseded values are not recommended for survey control.
 JD0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0314.See file dsdata.txt to determine how the superseded data were derived.
 JD0314
 JD0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC074532(NAD 83)
 JD0314_MARKER: DB = BENCH MARK DISK
 JD0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0314_STAMPING: G 257 1963
 JD0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0314+STABILITY: SURFACE MOTION
 JD0314
 JD0314  HISTORY     - Date     Condition        Report By
 JD0314  HISTORY     - 1963     MONUMENTED       CGS
 JD0314
 JD0314                          STATION DESCRIPTION
 JD0314
 JD0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0314'4.3 MI E FROM STOVER.
 JD0314'ABOUT 4.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0314'RAILROAD FROM THE STATION AT STOVER, OR 4.55 MILES WEST ALONG THE
 JD0314'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT
 JD0314'VERSAILLES, 55 FEET SOUTHEAST OF A CROSSING OF THE RAILROAD
 JD0314'AND A PRIVATE ROAD, 43 FEET SOUTH OF THE SOUTH RAIL, 32 FEET
 JD0314'EAST OF THE CENTER LINE OF THE PRIVATE ROAD 42 FEET EAST OF AND
 JD0314'ACROSS THE PRIVATE ROAD FROM POWER POLE NUMBER 5, 3 1/2 FEET
 JD0314'NORTH OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 JD0314'3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JD0314'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1085 ***********************************************************************
 JD1085  DESIGNATION -  G 258
 JD1085  PID         -  JD1085
 JD1085  STATE/COUNTY-  MO/PETTIS
 JD1085  USGS QUAD   -  IONIA (1973)
 JD1085
 JD1085                         *CURRENT SURVEY CONTROL
 JD1085  ___________________________________________________________________
 JD1085* NAD 83(1986)-  38 35 10.     (N)    093 20 03.     (W)     SCALED    
 JD1085* NAVD 88     -       254.993  (meters)     836.59   (feet)  ADJUSTED  
 JD1085  ___________________________________________________________________
 JD1085  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1085  DYNAMIC HT  -         254.813 (meters)     836.00  (feet)  COMP
 JD1085  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 JD1085
 JD1085  VERT ORDER  -  SECOND    CLASS 0
 JD1085
 JD1085.The horizontal coordinates were scaled from a topographic map and have
 JD1085.an estimated accuracy of +/- 6 seconds.
 JD1085
 JD1085.The orthometric height was determined by differential leveling
 JD1085.and adjusted by the National Geodetic Survey in June 1991..
 JD1085
 JD1085.The geoid height was determined by GEOID03.
 JD1085
 JD1085.The dynamic height is computed by dividing the NAVD 88
 JD1085.geopotential number by the normal gravity value computed on the
 JD1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1085.degrees latitude (g = 980.6199 gals.).
 JD1085
 JD1085.The modeled gravity was interpolated from observed gravity values.
 JD1085
 JD1085;                    North         East    Units  Estimated Accuracy
 JD1085;SPC MO C     -   305,820.      427,320.      MT  (+/- 180 meters Scaled)
 JD1085
 JD1085                          SUPERSEDED SURVEY CONTROL
 JD1085
 JD1085  NGVD 29 (??/??/92)  254.880  (m)          836.22   (f) ADJ UNCH    2 0
 JD1085
 JD1085.Superseded values are not recommended for survey control.
 JD1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1085.See file dsdata.txt to determine how the superseded data were derived.
 JD1085
 JD1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC708709(NAD 83)
 JD1085_MARKER: DB = BENCH MARK DISK
 JD1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1085_SP_SET: ABUTMENT
 JD1085_STAMPING: G 258 1963
 JD1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1085
 JD1085  HISTORY     - Date     Condition        Report By
 JD1085  HISTORY     - 1963     MONUMENTED       CGS
 JD1085
 JD1085                          STATION DESCRIPTION
 JD1085
 JD1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1085'2.4 MI N FROM MANILA.
 JD1085'ABOUT 2.4 MILES NORTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1085'CHURCH AT MANILA, IN SECTION 15, T 44 N, R 22 W, 13 FEET EAST
 JD1085'OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 FOOT ABOVE THE ROAD,
 JD1085'AND SET IN THE TOP OF THE EAST END OF NORTH ABUTMENT OF A
 JD1085'CONCRETE BRIDGE OVER SOUTH FLAT CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0615 ***********************************************************************
 JD0615  DESIGNATION -  G 259
 JD0615  PID         -  JD0615
 JD0615  STATE/COUNTY-  MO/MORGAN
 JD0615  USGS QUAD   -  FLORENCE (1985)
 JD0615
 JD0615                         *CURRENT SURVEY CONTROL
 JD0615  ___________________________________________________________________
 JD0615* NAD 83(1986)-  38 33 53.     (N)    092 59 55.     (W)     SCALED    
 JD0615* NAVD 88     -       269.488  (meters)     884.15   (feet)  ADJUSTED  
 JD0615  ___________________________________________________________________
 JD0615  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0615  DYNAMIC HT  -         269.299 (meters)     883.53  (feet)  COMP
 JD0615  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 JD0615
 JD0615  VERT ORDER  -  SECOND    CLASS 0
 JD0615
 JD0615.The horizontal coordinates were scaled from a topographic map and have
 JD0615.an estimated accuracy of +/- 6 seconds.
 JD0615
 JD0615.The orthometric height was determined by differential leveling
 JD0615.and adjusted by the National Geodetic Survey in June 1991..
 JD0615
 JD0615.The geoid height was determined by GEOID03.
 JD0615
 JD0615.The dynamic height is computed by dividing the NAVD 88
 JD0615.geopotential number by the normal gravity value computed on the
 JD0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0615.degrees latitude (g = 980.6199 gals.).
 JD0615
 JD0615.The modeled gravity was interpolated from observed gravity values.
 JD0615
 JD0615;                    North         East    Units  Estimated Accuracy
 JD0615;SPC MO C     -   303,230.      456,550.      MT  (+/- 180 meters Scaled)
 JD0615
 JD0615                          SUPERSEDED SURVEY CONTROL
 JD0615
 JD0615  NGVD 29 (??/??/92)  269.378  (m)          883.78   (f) ADJ UNCH    2 0
 JD0615
 JD0615.Superseded values are not recommended for survey control.
 JD0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0615.See file dsdata.txt to determine how the superseded data were derived.
 JD0615
 JD0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC001684(NAD 83)
 JD0615_MARKER: DB = BENCH MARK DISK
 JD0615_SETTING: 66 = SET IN ROCK OUTCROP
 JD0615_SP_SET: ROCK OUTCROP
 JD0615_STAMPING: G 259 1963
 JD0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0615+STABILITY: POSITION/ELEVATION WELL
 JD0615
 JD0615  HISTORY     - Date     Condition        Report By
 JD0615  HISTORY     - 1963     MONUMENTED       CGS
 JD0615
 JD0615                          STATION DESCRIPTION
 JD0615
 JD0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0615'2.9 MI SW FROM FLORENCE.
 JD0615'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0615'CHURCH AT FLORENCE, THENCE 1.2 MILES WEST ALONG A GRAVELED ROAD,
 JD0615'ABOUT 250 FEET SOUTH OF A FARMHOUSE, IN SECTION 22, T 44 N,
 JD0615'R 19 W, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 35 FEET
 JD0615'SOUTH OF A POWER POLE, 2 1/2 FEET EAST OF A FENCE, 5.6 FEET
 JD0615'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 JD0615'OF THE ROAD, AND SET IN THE TOP OF A SANDSTONE ROCK OUTCROP
 JD0615'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0995 ***********************************************************************
 GD0995  DESIGNATION -  G 26
 GD0995  PID         -  GD0995
 GD0995  STATE/COUNTY-  MO/NEW MADRID
 GD0995  USGS QUAD   -  KEWANEE (1971)
 GD0995
 GD0995                         *CURRENT SURVEY CONTROL
 GD0995  ___________________________________________________________________
 GD0995* NAD 83(1986)-  36 38 53.     (N)    089 32 54.     (W)     SCALED    
 GD0995* NAVD 88     -        90.969  (meters)     298.45   (feet)  ADJUSTED  
 GD0995  ___________________________________________________________________
 GD0995  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD0995  DYNAMIC HT  -          90.897 (meters)     298.22  (feet)  COMP
 GD0995  MODELED GRAV-     979,844.6   (mgal)                       NAVD 88
 GD0995
 GD0995  VERT ORDER  -  SECOND    CLASS 0
 GD0995
 GD0995.The horizontal coordinates were scaled from a topographic map and have
 GD0995.an estimated accuracy of +/- 6 seconds.
 GD0995
 GD0995.The orthometric height was determined by differential leveling
 GD0995.and adjusted by the National Geodetic Survey in June 1991..
 GD0995
 GD0995.The geoid height was determined by GEOID03.
 GD0995
 GD0995.The dynamic height is computed by dividing the NAVD 88
 GD0995.geopotential number by the normal gravity value computed on the
 GD0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0995.degrees latitude (g = 980.6199 gals.).
 GD0995
 GD0995.The modeled gravity was interpolated from observed gravity values.
 GD0995
 GD0995;                    North         East    Units  Estimated Accuracy
 GD0995;SPC MO E     -    90,820.      335,090.      MT  (+/- 180 meters Scaled)
 GD0995
 GD0995                          SUPERSEDED SURVEY CONTROL
 GD0995
 GD0995  NGVD 29 (??/??/??)   90.876  (m)          298.15   (f) ADJUSTED    2 0
 GD0995
 GD0995.Superseded values are not recommended for survey control.
 GD0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0995.See file dsdata.txt to determine how the superseded data were derived.
 GD0995
 GD0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF721588(NAD 83)
 GD0995_MARKER: DB = BENCH MARK DISK
 GD0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0995_STAMPING: G 26 1933
 GD0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0995+STABILITY: SURFACE MOTION
 GD0995
 GD0995  HISTORY     - Date     Condition        Report By
 GD0995  HISTORY     - 1933     MONUMENTED       CGS
 GD0995  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0995
 GD0995                          STATION DESCRIPTION
 GD0995
 GD0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0995'1.9 MI SW FROM LA FORGE.
 GD0995'1.9 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GD0995'FROM THE STATION AT LA FORGE, NEW MADRID COUNTY, AT RISTINE,
 GD0995'75 YARDS SOUTHEAST OF A STANDARD OIL CO. SERVICE STATION, 48
 GD0995'FEET EAST OF U.S. HIGHWAY 61 AND 62, 57.8 FEET NORTH OF THE
 GD0995'CENTERLINE OF THE MAIN TRACK, AND 15.7 FEET NORTH OF A FIRST
 GD0995'POLE NORTH OF THE TRACK.  A STANDARD DISK, STAMPED G 26 1933
 GD0995'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- NEW ROAD CONSTRUCTION
 GD0995'AND INSTALLATION OF A P X-ING SIGNAL BATTERY BOX IN IMMEDIATE
 GD0995'PROXIMITY OF POSITION OF MARK MAKES SURVIVAL OF MARK DOUBTFUL.
 GD0995
 GD0995                          STATION RECOVERY (1969)
 GD0995
 GD0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0441 ***********************************************************************
 JE0441  DESIGNATION -  G 260
 JE0441  PID         -  JE0441
 JE0441  STATE/COUNTY-  MO/BATES
 JE0441  USGS QUAD   -  PAPINVILLE (1991)
 JE0441
 JE0441                         *CURRENT SURVEY CONTROL
 JE0441  ___________________________________________________________________
 JE0441* NAD 83(1986)-  38 04 45.     (N)    094 13 22.     (W)     SCALED    
 JE0441* NAVD 88     -       233.983  (meters)     767.66   (feet)  ADJUSTED  
 JE0441  ___________________________________________________________________
 JE0441  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE0441  DYNAMIC HT  -         233.811 (meters)     767.09  (feet)  COMP
 JE0441  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 JE0441
 JE0441  VERT ORDER  -  SECOND    CLASS 0
 JE0441
 JE0441.The horizontal coordinates were scaled from a topographic map and have
 JE0441.an estimated accuracy of +/- 6 seconds.
 JE0441
 JE0441.The orthometric height was determined by differential leveling
 JE0441.and adjusted by the National Geodetic Survey in June 1991..
 JE0441
 JE0441.The geoid height was determined by GEOID03.
 JE0441
 JE0441.The dynamic height is computed by dividing the NAVD 88
 JE0441.geopotential number by the normal gravity value computed on the
 JE0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0441.degrees latitude (g = 980.6199 gals.).
 JE0441
 JE0441.The modeled gravity was interpolated from observed gravity values.
 JE0441
 JE0441;                    North         East    Units  Estimated Accuracy
 JE0441;SPC MO W     -   212,270.      874,320.      MT  (+/- 180 meters Scaled)
 JE0441
 JE0441                          SUPERSEDED SURVEY CONTROL
 JE0441
 JE0441  NGVD 29 (??/??/92)  233.871  (m)          767.29   (f) ADJ UNCH    2 0
 JE0441
 JE0441.Superseded values are not recommended for survey control.
 JE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0441.See file dsdata.txt to determine how the superseded data were derived.
 JE0441
 JE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC927153(NAD 83)
 JE0441_MARKER: DB = BENCH MARK DISK
 JE0441_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0441+WITH SETTING: INTO GROUND
 JE0441_STAMPING: G 260 1963
 JE0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0441+STABILITY: SURFACE MOTION
 JE0441
 JE0441  HISTORY     - Date     Condition        Report By
 JE0441  HISTORY     - 1963     MONUMENTED       CGS
 JE0441  HISTORY     - 19880211 MARK NOT FOUND   USPSQD
 JE0441
 JE0441                          STATION DESCRIPTION
 JE0441
 JE0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0441'2.8 MI W FROM PRAIRIE CITY.
 JE0441'ABOUT 0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE
 JE0441'EVANGELICAL CHURCH AT PRAIRIE CITY, THENCE 2.7 MILES WEST ALONG
 JE0441'A GRAVELED ROAD, IN SECTION 9, R 30 W, T 38 N, AT A JUNCTION
 JE0441'OF THE GRAVELED ROAD AND STATE ROAD N, 38 FEET WEST OF THE
 JE0441'CENTER LINE OF STATE ROAD N, 26 FEET NORTH OF THE EXTENDED
 JE0441'CENTER LINE OF THE GRAVELED ROAD, 27 FEET NORTH OF THE CENTER
 JE0441'OF A GATE, 11 FEET WEST OF A BRACE POLE FOR A POWER POLE, 1
 JE0441'FOOT EAST OF A FENCE, 0.7 FOOT SOUTH OF A METAL WITNESS POST,
 JE0441'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND WELDED ON THE
 JE0441'TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES.
 JE0441
 JE0441                          STATION RECOVERY (1988)
 JE0441
 JE0441'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JE0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0373 ***********************************************************************
 JE0373  DESIGNATION -  G 261
 JE0373  PID         -  JE0373
 JE0373  STATE/COUNTY-  MO/ST CLAIR
 JE0373  USGS QUAD   -  APPLETON CITY (1981)
 JE0373
 JE0373                         *CURRENT SURVEY CONTROL
 JE0373  ___________________________________________________________________
 JE0373* NAD 83(1986)-  38 08 50.     (N)    094 02 49.     (W)     SCALED    
 JE0373* NAVD 88     -       253.758  (meters)     832.54   (feet)  ADJUSTED  
 JE0373  ___________________________________________________________________
 JE0373  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JE0373  DYNAMIC HT  -         253.573 (meters)     831.93  (feet)  COMP
 JE0373  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 JE0373
 JE0373  VERT ORDER  -  SECOND    CLASS 0
 JE0373
 JE0373.The horizontal coordinates were scaled from a topographic map and have
 JE0373.an estimated accuracy of +/- 6 seconds.
 JE0373
 JE0373.The orthometric height was determined by differential leveling
 JE0373.and adjusted by the National Geodetic Survey in June 1991..
 JE0373
 JE0373.The geoid height was determined by GEOID03.
 JE0373
 JE0373.The dynamic height is computed by dividing the NAVD 88
 JE0373.geopotential number by the normal gravity value computed on the
 JE0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0373.degrees latitude (g = 980.6199 gals.).
 JE0373
 JE0373.The modeled gravity was interpolated from observed gravity values.
 JE0373
 JE0373;                    North         East    Units  Estimated Accuracy
 JE0373;SPC MO W     -   219,890.      889,710.      MT  (+/- 180 meters Scaled)
 JE0373
 JE0373                          SUPERSEDED SURVEY CONTROL
 JE0373
 JE0373  NGVD 29 (??/??/92)  253.658  (m)          832.21   (f) ADJ UNCH    2 0
 JE0373
 JE0373.Superseded values are not recommended for survey control.
 JE0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0373.See file dsdata.txt to determine how the superseded data were derived.
 JE0373
 JE0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC082226(NAD 83)
 JE0373_MARKER: DB = BENCH MARK DISK
 JE0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0373_STAMPING: G 261 1962
 JE0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0373+STABILITY: SURFACE MOTION
 JE0373
 JE0373  HISTORY     - Date     Condition        Report By
 JE0373  HISTORY     - 1962     MONUMENTED       CGS
 JE0373
 JE0373                          STATION DESCRIPTION
 JE0373
 JE0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JE0373'3.1 MI S FROM APPLETON CITY.
 JE0373'ABOUT 3.1 MILES SOUTH ALONG THE MISSOURI, KANSAS AND TEXAS
 JE0373'RAILROAD FROM THE STATION AT APPLETON CITY, 5 POLES NORTH OF
 JE0373'MILEPOST 289, AT THE CROSSING OF THE RAILROAD AND STATE ROAD
 JE0373'P, 44 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 91
 JE0373'FEET SOUTH OF THE CENTER LINE OF STATE ROAD P, 11 1/2 FEET
 JE0373'NORTHWEST OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE, 1.2 FEET
 JE0373'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 JE0373'THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JE0373'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0165 ***********************************************************************
 HE0165  DESIGNATION -  G 262
 HE0165  PID         -  HE0165
 HE0165  STATE/COUNTY-  MO/VERNON
 HE0165  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0165
 HE0165                         *CURRENT SURVEY CONTROL
 HE0165  ___________________________________________________________________
 HE0165* NAD 83(1986)-  37 49 41.     (N)    094 05 50.     (W)     SCALED    
 HE0165* NAVD 88     -       251.770  (meters)     826.02   (feet)  ADJUSTED  
 HE0165  ___________________________________________________________________
 HE0165  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HE0165  DYNAMIC HT  -         251.582 (meters)     825.40  (feet)  COMP
 HE0165  MODELED GRAV-     979,879.2   (mgal)                       NAVD 88
 HE0165
 HE0165  VERT ORDER  -  SECOND    CLASS 0
 HE0165
 HE0165.The horizontal coordinates were scaled from a topographic map and have
 HE0165.an estimated accuracy of +/- 6 seconds.
 HE0165
 HE0165.The orthometric height was determined by differential leveling
 HE0165.and adjusted by the National Geodetic Survey in June 1991..
 HE0165
 HE0165.The geoid height was determined by GEOID03.
 HE0165
 HE0165.The dynamic height is computed by dividing the NAVD 88
 HE0165.geopotential number by the normal gravity value computed on the
 HE0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0165.degrees latitude (g = 980.6199 gals.).
 HE0165
 HE0165.The modeled gravity was interpolated from observed gravity values.
 HE0165
 HE0165;                    North         East    Units  Estimated Accuracy
 HE0165;SPC MO W     -   184,440.      885,460.      MT  (+/- 180 meters Scaled)
 HE0165
 HE0165                          SUPERSEDED SURVEY CONTROL
 HE0165
 HE0165  NGVD 29 (??/??/92)  251.668  (m)          825.68   (f) ADJ UNCH    2 0
 HE0165
 HE0165.Superseded values are not recommended for survey control.
 HE0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0165.See file dsdata.txt to determine how the superseded data were derived.
 HE0165
 HE0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB034873(NAD 83)
 HE0165_MARKER: DB = BENCH MARK DISK
 HE0165_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HE0165_SP_SET: 8 FEET
 HE0165_STAMPING: G 262 1963
 HE0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0165
 HE0165  HISTORY     - Date     Condition        Report By
 HE0165  HISTORY     - 1963     MONUMENTED       CGS
 HE0165
 HE0165                          STATION DESCRIPTION
 HE0165
 HE0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HE0165'4.2 MI SE FROM DEDERICK.
 HE0165'ABOUT 0.15 MILES SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0165'CHURCH AT DEDERICK, THENCE 0.2 MILE WEST ALONG U.S. HIGHWAY 54,
 HE0165'THENCE 1.1 MILES SOUTH ALONG STATE ROAD K, THENCE 1.5 MILES EAST
 HE0165'ALONG A DIRT ROAD, THENCE 1.25 MILES SOUTHEAST ALONG A GRAVELED
 HE0165'ROAD, 42 FEET SOUTH OF THE CENTER LINE OF EAST-WEST ROAD, 26
 HE0165'FEET EAST OF THE CENTER LINE OF T ROAD SOUTH, 5 1/2 FEET EAST
 HE0165'OF A POWER POLE, 1 FOOT NORTH OF A FENCE, 1.0 FEET WEST OF A METAL
 HE0165'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON
 HE0165'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 HE0165'DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6
 HE0165'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1716 ***********************************************************************
 JD1716  DESIGNATION -  G 263
 JD1716  PID         -  JD1716
 JD1716  STATE/COUNTY-  MO/ST CLAIR
 JD1716  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1716
 JD1716                         *CURRENT SURVEY CONTROL
 JD1716  ___________________________________________________________________
 JD1716* NAD 83(1986)-  38 11 34.     (N)    093 53 12.     (W)     SCALED    
 JD1716* NAVD 88     -       237.609  (meters)     779.56   (feet)  ADJUSTED  
 JD1716  ___________________________________________________________________
 JD1716  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD1716  DYNAMIC HT  -         237.439 (meters)     779.00  (feet)  COMP
 JD1716  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 JD1716
 JD1716  VERT ORDER  -  SECOND    CLASS 0
 JD1716
 JD1716.The horizontal coordinates were scaled from a topographic map and have
 JD1716.an estimated accuracy of +/- 6 seconds.
 JD1716
 JD1716.The orthometric height was determined by differential leveling
 JD1716.and adjusted by the National Geodetic Survey in June 1991..
 JD1716
 JD1716.The geoid height was determined by GEOID03.
 JD1716
 JD1716.The dynamic height is computed by dividing the NAVD 88
 JD1716.geopotential number by the normal gravity value computed on the
 JD1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1716.degrees latitude (g = 980.6199 gals.).
 JD1716
 JD1716.The modeled gravity was interpolated from observed gravity values.
 JD1716
 JD1716;                    North         East    Units  Estimated Accuracy
 JD1716;SPC MO W     -   225,030.      903,730.      MT  (+/- 180 meters Scaled)
 JD1716
 JD1716                          SUPERSEDED SURVEY CONTROL
 JD1716
 JD1716  NGVD 29 (??/??/92)  237.504  (m)          779.21   (f) ADJ UNCH    2 0
 JD1716
 JD1716.Superseded values are not recommended for survey control.
 JD1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1716.See file dsdata.txt to determine how the superseded data were derived.
 JD1716
 JD1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC223275(NAD 83)
 JD1716_MARKER: DB = BENCH MARK DISK
 JD1716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1716_SP_SET: BRIDGE ABUTMENT
 JD1716_STAMPING: G 263 1963
 JD1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1716
 JD1716  HISTORY     - Date     Condition        Report By
 JD1716  HISTORY     - 1963     MONUMENTED       CGS
 JD1716
 JD1716                          STATION DESCRIPTION
 JD1716
 JD1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1716'8.8 MI E FROM APPLETON CITY.
 JD1716'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1716'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JD1716'0.25 MILE SOUTH ALONG STATE ROAD A, THENCE 4.0 MILES EAST ALONG
 JD1716'STATE ROAD AA, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD,
 JD1716'THENCE 1.95 MILE EAST ALONG A GRAVEL ROAD, 150 FEET WEST OF THE
 JD1716'JUNCTION OF A T ROAD LEADING SOUTH, 9 FEET NORTH OF THE CENTER
 JD1716'LINE OF THE ROAD, AND SET IN THE TOP OF THE NORTH END OF THE
 JD1716'EAST ABUTMENT OF A SMALL STEEL BRIDGE OVER A CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0627 ***********************************************************************
 JE0627  DESIGNATION -  G 264
 JE0627  PID         -  JE0627
 JE0627  STATE/COUNTY-  MO/BATES
 JE0627  USGS QUAD   -  PLEASANT GAP (1961)
 JE0627
 JE0627                         *CURRENT SURVEY CONTROL
 JE0627  ___________________________________________________________________
 JE0627* NAD 83(1986)-  38 12 08.     (N)    094 10 51.     (W)     SCALED    
 JE0627* NAVD 88     -       295.502  (meters)     969.49   (feet)  ADJUSTED  
 JE0627  ___________________________________________________________________
 JE0627  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0627  DYNAMIC HT  -         295.286 (meters)     968.78  (feet)  COMP
 JE0627  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 JE0627
 JE0627  VERT ORDER  -  SECOND    CLASS 0
 JE0627
 JE0627.The horizontal coordinates were scaled from a topographic map and have
 JE0627.an estimated accuracy of +/- 6 seconds.
 JE0627
 JE0627.The orthometric height was determined by differential leveling
 JE0627.and adjusted by the National Geodetic Survey in June 1991..
 JE0627
 JE0627.The geoid height was determined by GEOID03.
 JE0627
 JE0627.The dynamic height is computed by dividing the NAVD 88
 JE0627.geopotential number by the normal gravity value computed on the
 JE0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0627.degrees latitude (g = 980.6199 gals.).
 JE0627
 JE0627.The modeled gravity was interpolated from observed gravity values.
 JE0627
 JE0627;                    North         East    Units  Estimated Accuracy
 JE0627;SPC MO W     -   225,940.      877,950.      MT  (+/- 180 meters Scaled)
 JE0627
 JE0627                          SUPERSEDED SURVEY CONTROL
 JE0627
 JE0627  NGVD 29 (??/??/92)  295.392  (m)          969.13   (f) ADJ UNCH    2 0
 JE0627
 JE0627.Superseded values are not recommended for survey control.
 JE0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0627.See file dsdata.txt to determine how the superseded data were derived.
 JE0627
 JE0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC966289(NAD 83)
 JE0627_MARKER: DB = BENCH MARK DISK
 JE0627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0627_SP_SET: 9 1/2 FEET
 JE0627_STAMPING: G 264 1963
 JE0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0627
 JE0627  HISTORY     - Date     Condition        Report By
 JE0627  HISTORY     - 1963     MONUMENTED       CGS
 JE0627
 JE0627                          STATION DESCRIPTION
 JE0627
 JE0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0627'2.1 MI N FROM PLEASANT GAP.
 JE0627'ABOUT 2.1 MILES NORTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0627'CHURCH AT PLEASANT GAP, 0.1 MILE SOUTH OF A FARM HOUSE, 40 FEET
 JE0627'WEST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTH OF THE CENTER
 JE0627'LINE OF A FIELD ROAD, 2 1/2 FEET NORTH OF A FENCE CORNER, 1 FOOT
 JE0627'EAST OF A FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JE0627'LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JE0627'ROD WHICH IS DRIVEN TO A DEPTH OF 9 1/2 FEET AND ENCASED IN
 JE0627'A 6-INCH TILE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0673 ***********************************************************************
 JE0673  DESIGNATION -  G 265
 JE0673  PID         -  JE0673
 JE0673  STATE/COUNTY-  MO/BATES
 JE0673  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0673
 JE0673                         *CURRENT SURVEY CONTROL
 JE0673  ___________________________________________________________________
 JE0673* NAD 83(1986)-  38 11 02.     (N)    094 18 38.     (W)     SCALED    
 JE0673* NAVD 88     -       265.053  (meters)     869.59   (feet)  ADJUSTED  
 JE0673  ___________________________________________________________________
 JE0673  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0673  DYNAMIC HT  -         264.860 (meters)     868.96  (feet)  COMP
 JE0673  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 JE0673
 JE0673  VERT ORDER  -  SECOND    CLASS 0
 JE0673
 JE0673.The horizontal coordinates were scaled from a topographic map and have
 JE0673.an estimated accuracy of +/- 6 seconds.
 JE0673
 JE0673.The orthometric height was determined by differential leveling
 JE0673.and adjusted by the National Geodetic Survey in June 1991..
 JE0673
 JE0673.The geoid height was determined by GEOID03.
 JE0673
 JE0673.The dynamic height is computed by dividing the NAVD 88
 JE0673.geopotential number by the normal gravity value computed on the
 JE0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0673.degrees latitude (g = 980.6199 gals.).
 JE0673
 JE0673.The modeled gravity was interpolated from observed gravity values.
 JE0673
 JE0673;                    North         East    Units  Estimated Accuracy
 JE0673;SPC MO W     -   223,880.      866,600.      MT  (+/- 180 meters Scaled)
 JE0673
 JE0673                          SUPERSEDED SURVEY CONTROL
 JE0673
 JE0673  NGVD 29 (??/??/92)  264.936  (m)          869.21   (f) ADJ UNCH    2 0
 JE0673
 JE0673.Superseded values are not recommended for survey control.
 JE0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0673.See file dsdata.txt to determine how the superseded data were derived.
 JE0673
 JE0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC852270(NAD 83)
 JE0673_MARKER: DB = BENCH MARK DISK
 JE0673_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0673_SP_SET: 7 FEET
 JE0673_STAMPING: G 265 1963
 JE0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0673
 JE0673  HISTORY     - Date     Condition        Report By
 JE0673  HISTORY     - 1963     MONUMENTED       CGS
 JE0673  HISTORY     - 19880209 POOR             USPSQD
 JE0673
 JE0673                          STATION DESCRIPTION
 JE0673
 JE0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0673'8.4 MI W FROM PLEASANT GAP.
 JE0673'ABOUT 0.2 MILES SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0673'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRADED DIRT
 JE0673'ROAD, THENCE 2.1 MILES NORTHWEST ALONG STATE ROAD N, THENCE 2.1
 JE0673'MILES WEST ALONG A GRAVELED ROAD, OR 2.9 MILES SOUTH ALONG THE
 JE0673'MISSOURI PACIFIC RAILROAD FROM THE STATION AT BUTLER, THENCE 0.9
 JE0673'MILE EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES EAST ALONG
 JE0673'STATE HIGHWAY 52, THENCE 2.7 MILES SOUTH ALONG STATE ROAD YY, 32
 JE0673'FEET WEST OF THE CENTER LINE OF THE ROAD, 171 FEET NORTH OF THE
 JE0673'CENTER LINE OF AN EAST-WEST ROAD, 146 FEET NORTH OF A POWER POLE,
 JE0673'1 1/2 FEET EAST OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS
 JE0673'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH
 JE0673'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 7 FEET AND
 JE0673'ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 JE0673
 JE0673                          STATION RECOVERY (1988)
 JE0673
 JE0673'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JE0673'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0037 ***********************************************************************
 JE0037  DESIGNATION -  G 266
 JE0037  PID         -  JE0037
 JE0037  STATE/COUNTY-  MO/CASS
 JE0037  USGS QUAD   -  HARRISONVILLE (1981)
 JE0037
 JE0037                         *CURRENT SURVEY CONTROL
 JE0037  ___________________________________________________________________
 JE0037* NAD 83(1986)-  38 42 20.     (N)    094 20 17.     (W)     SCALED    
 JE0037* NAVD 88     -       301.519  (meters)     989.23   (feet)  ADJUSTED  
 JE0037  ___________________________________________________________________
 JE0037  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JE0037  DYNAMIC HT  -         301.314 (meters)     988.56  (feet)  COMP
 JE0037  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 JE0037
 JE0037  VERT ORDER  -  FIRST     CLASS II
 JE0037
 JE0037.The horizontal coordinates were scaled from a topographic map and have
 JE0037.an estimated accuracy of +/- 6 seconds.
 JE0037
 JE0037.The orthometric height was determined by differential leveling
 JE0037.and adjusted by the National Geodetic Survey in June 1991..
 JE0037
 JE0037.The geoid height was determined by GEOID03.
 JE0037
 JE0037.The dynamic height is computed by dividing the NAVD 88
 JE0037.geopotential number by the normal gravity value computed on the
 JE0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0037.degrees latitude (g = 980.6199 gals.).
 JE0037
 JE0037.The modeled gravity was interpolated from observed gravity values.
 JE0037
 JE0037;                    North         East    Units  Estimated Accuracy
 JE0037;SPC MO W     -   281,780.      864,090.      MT  (+/- 180 meters Scaled)
 JE0037
 JE0037                          SUPERSEDED SURVEY CONTROL
 JE0037
 JE0037  NGVD 29 (??/??/92)  301.403  (m)          988.85   (f) ADJ UNCH    1 2
 JE0037
 JE0037.Superseded values are not recommended for survey control.
 JE0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0037.See file dsdata.txt to determine how the superseded data were derived.
 JE0037
 JE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC836849(NAD 83)
 JE0037_MARKER: DB = BENCH MARK DISK
 JE0037_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0037+WITH SETTING: INTO GROUND
 JE0037_STAMPING: G 266 1963
 JE0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0037+STABILITY: SURFACE MOTION
 JE0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0037+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 JE0037
 JE0037  HISTORY     - Date     Condition        Report By
 JE0037  HISTORY     - 1963     MONUMENTED       CGS
 JE0037  HISTORY     - 20050528 GOOD             INDIV
 JE0037
 JE0037                          STATION DESCRIPTION
 JE0037
 JE0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0037'3.2 MI N FROM HARRISONVILLE.
 JE0037'ABOUT 3.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0037'FROM THE STATION AT HARRISONVILLE, IN SECTION 22, T 45 N, R 31 W,
 JE0037'AT A CROSSING OF THE RAILROAD AND A ROAD, 3 POLES NORTH OF
 JE0037'MILE POST 255-30, 48 FEET WEST OF THE WEST RAIL, 52 FEET SOUTH
 JE0037'OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTHWEST OF A TELEPHONE
 JE0037'POLE, 1 FOOT EAST OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF
 JE0037'THE RAIL, 0.9 FOOT SOUTH OF A METAL WITNESS POST, AND ON THE
 JE0037'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 JE0037
 JE0037                          STATION RECOVERY (2005)
 JE0037
 JE0037'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0037'THE FENCE AND THE TELEPHONE POLE HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0542 ***********************************************************************
 JE0542  DESIGNATION -  G 267
 JE0542  PID         -  JE0542
 JE0542  STATE/COUNTY-  MO/BATES
 JE0542  USGS QUAD   -  NEW HOME (1991)
 JE0542
 JE0542                         *CURRENT SURVEY CONTROL
 JE0542  ___________________________________________________________________
 JE0542* NAD 83(1986)-  38 14 17.     (N)    094 27 36.     (W)     SCALED    
 JE0542* NAVD 88     -       266.630  (meters)     874.77   (feet)  ADJUSTED  
 JE0542  ___________________________________________________________________
 JE0542  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0542  DYNAMIC HT  -         266.439 (meters)     874.14  (feet)  COMP
 JE0542  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 JE0542
 JE0542  VERT ORDER  -  SECOND    CLASS 0
 JE0542
 JE0542.The horizontal coordinates were scaled from a topographic map and have
 JE0542.an estimated accuracy of +/- 6 seconds.
 JE0542
 JE0542.The orthometric height was determined by differential leveling
 JE0542.and adjusted by the National Geodetic Survey in June 1991..
 JE0542
 JE0542.The geoid height was determined by GEOID03.
 JE0542
 JE0542.The dynamic height is computed by dividing the NAVD 88
 JE0542.geopotential number by the normal gravity value computed on the
 JE0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0542.degrees latitude (g = 980.6199 gals.).
 JE0542
 JE0542.The modeled gravity was interpolated from observed gravity values.
 JE0542
 JE0542;                    North         East    Units  Estimated Accuracy
 JE0542;SPC MO W     -   229,870.      853,500.      MT  (+/- 180 meters Scaled)
 JE0542
 JE0542                          SUPERSEDED SURVEY CONTROL
 JE0542
 JE0542  NGVD 29 (??/??/92)  266.506  (m)          874.36   (f) ADJ UNCH    2 0
 JE0542
 JE0542.Superseded values are not recommended for survey control.
 JE0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0542.See file dsdata.txt to determine how the superseded data were derived.
 JE0542
 JE0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC722332(NAD 83)
 JE0542_MARKER: DB = BENCH MARK DISK
 JE0542_SETTING: 66 = SET IN ROCK OUTCROP
 JE0542_SP_SET: ROCK OUTCROP
 JE0542_STAMPING: G 267 1963
 JE0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE0542+STABILITY: POSITION/ELEVATION WELL
 JE0542
 JE0542  HISTORY     - Date     Condition        Report By
 JE0542  HISTORY     - 1963     MONUMENTED       CGS
 JE0542  HISTORY     - 19871215 MARK NOT FOUND   USPSQD
 JE0542
 JE0542                          STATION DESCRIPTION
 JE0542
 JE0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0542'3.8 MI SE FROM VIRGINIA.
 JE0542'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0542'CHURCH AT VIRGINIA, THENCE 1.95 MILES SOUTH ALONG A GRADED DIRT
 JE0542'ROAD, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE
 JE0542'TOP OF A ROCK OUTCROP, 330 FEET NORTH OF THE CENTER OF A ROAD
 JE0542'INTERSECTION, 202 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 JE0542'DRIVEWAY, 6 FEET WEST OF A WOVEN WIRE FENCE, 5.5 FEET WEST OF A
 JE0542'METAL WITNESS POST AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 JE0542
 JE0542                          STATION RECOVERY (1987)
 JE0542
 JE0542'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 JE0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1379 ***********************************************************************
 JD1379  DESIGNATION -  G 268
 JD1379  PID         -  JD1379
 JD1379  STATE/COUNTY-  MO/MORGAN
 JD1379  USGS QUAD   -  CROCKERVILLE (1980)
 JD1379
 JD1379                         *CURRENT SURVEY CONTROL
 JD1379  ___________________________________________________________________
 JD1379* NAD 83(1986)-  38 29 20.     (N)    093 01 24.     (W)     SCALED    
 JD1379* NAVD 88     -       309.493  (meters)    1015.39   (feet)  ADJUSTED  
 JD1379  ___________________________________________________________________
 JD1379  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD1379  DYNAMIC HT  -         309.272 (meters)    1014.67  (feet)  COMP
 JD1379  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 JD1379
 JD1379  VERT ORDER  -  SECOND    CLASS 0
 JD1379
 JD1379.The horizontal coordinates were scaled from a topographic map and have
 JD1379.an estimated accuracy of +/- 6 seconds.
 JD1379
 JD1379.The orthometric height was determined by differential leveling
 JD1379.and adjusted by the National Geodetic Survey in June 1991..
 JD1379
 JD1379.The geoid height was determined by GEOID03.
 JD1379
 JD1379.The dynamic height is computed by dividing the NAVD 88
 JD1379.geopotential number by the normal gravity value computed on the
 JD1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1379.degrees latitude (g = 980.6199 gals.).
 JD1379
 JD1379.The modeled gravity was interpolated from observed gravity values.
 JD1379
 JD1379;                    North         East    Units  Estimated Accuracy
 JD1379;SPC MO C     -   294,830.      454,340.      MT  (+/- 180 meters Scaled)
 JD1379
 JD1379                          SUPERSEDED SURVEY CONTROL
 JD1379
 JD1379  NGVD 29 (??/??/92)  309.376  (m)         1015.01   (f) ADJ UNCH    2 0
 JD1379
 JD1379.Superseded values are not recommended for survey control.
 JD1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1379.See file dsdata.txt to determine how the superseded data were derived.
 JD1379
 JD1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC979600(NAD 83)
 JD1379_MARKER: DB = BENCH MARK DISK
 JD1379_SETTING: 66 = SET IN ROCK OUTCROP
 JD1379_SP_SET: ROCK OUTCROP
 JD1379_STAMPING: G 268 1963
 JD1379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1379+STABILITY: POSITION/ELEVATION WELL
 JD1379
 JD1379  HISTORY     - Date     Condition        Report By
 JD1379  HISTORY     - 1963     MONUMENTED       CGS
 JD1379
 JD1379                          STATION DESCRIPTION
 JD1379
 JD1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1379'5.2 MI NW FROM STOVER.
 JD1379'1.3 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILWAY
 JD1379'FROM THE STATION AT STOVER, THENCE 0.45 MILE NORTH ALONG A
 JD1379'GRAVELED ROAD, THENCE 0.25 MILE WEST ALONG STATE HIGHWAYS 52
 JD1379'AND 135, THENCE 3.2 MILE NORTH ALONG STATE HIGHWAY 135, IN SECTION
 JD1379'16, T 43 N, R 19 W, NORTH OF A ROAD JUNCTION, 74 FEET EAST OF THE
 JD1379'CENTER LINE OF THE HIGHWAY, 95 FEET SOUTH WEST OF A POWER POLE,
 JD1379'51 FEET NORTHEAST OF A 20 INCH OAK TREE, 45 FEET EAST OF A
 JD1379'FENCE, 45.6 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JD1379'THE HIGHWAY, AND SET IN THE TOP OF A LARGE FLAT SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0988 ***********************************************************************
 JD0988  DESIGNATION -  G 269
 JD0988  PID         -  JD0988
 JD0988  STATE/COUNTY-  MO/PETTIS
 JD0988  USGS QUAD   -  PYRMONT (1961)
 JD0988
 JD0988                         *CURRENT SURVEY CONTROL
 JD0988  ___________________________________________________________________
 JD0988* NAD 83(1986)-  38 35 21.     (N)    093 05 51.     (W)     SCALED    
 JD0988* NAVD 88     -       267.100  (meters)     876.31   (feet)  ADJUSTED  
 JD0988  ___________________________________________________________________
 JD0988  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0988  DYNAMIC HT  -         266.913 (meters)     875.70  (feet)  COMP
 JD0988  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 JD0988
 JD0988  VERT ORDER  -  SECOND    CLASS 0
 JD0988
 JD0988.The horizontal coordinates were scaled from a topographic map and have
 JD0988.an estimated accuracy of +/- 6 seconds.
 JD0988
 JD0988.The orthometric height was determined by differential leveling
 JD0988.and adjusted by the National Geodetic Survey in June 1991..
 JD0988
 JD0988.The geoid height was determined by GEOID03.
 JD0988
 JD0988.The dynamic height is computed by dividing the NAVD 88
 JD0988.geopotential number by the normal gravity value computed on the
 JD0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0988.degrees latitude (g = 980.6199 gals.).
 JD0988
 JD0988.The modeled gravity was interpolated from observed gravity values.
 JD0988
 JD0988;                    North         East    Units  Estimated Accuracy
 JD0988;SPC MO C     -   306,000.      447,950.      MT  (+/- 180 meters Scaled)
 JD0988
 JD0988                          SUPERSEDED SURVEY CONTROL
 JD0988
 JD0988  NGVD 29 (??/??/92)  266.991  (m)          875.95   (f) ADJ UNCH    2 0
 JD0988
 JD0988.Superseded values are not recommended for survey control.
 JD0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0988.See file dsdata.txt to determine how the superseded data were derived.
 JD0988
 JD0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC915711(NAD 83)
 JD0988_MARKER: DB = BENCH MARK DISK
 JD0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0988_SP_SET: CULVERT
 JD0988_STAMPING: G 269 1963
 JD0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0988
 JD0988  HISTORY     - Date     Condition        Report By
 JD0988  HISTORY     - 1963     MONUMENTED       CGS
 JD0988
 JD0988                          STATION DESCRIPTION
 JD0988
 JD0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0988'8.4 MI S FROM SMITHTON.
 JD0988'ABOUT 0.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0988'THE STATION AT SMITHTON, THENCE 7.1 MILES SOUTH ALONG STATE
 JD0988'ROAD W, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, IN T 44 N,
 JD0988'R 20 W, OR ABOUT 0.45 MILE EAST ALONG STATE ROAD V FROM THE
 JD0988'CEMETERY AT BAHNER, THENCE 1.05 MILES EAST ALONG STATE ROAD C,
 JD0988'THENCE 1.95 MILES NORTH ALONG A GRAVELED ROAD, AT A POINT WHERE THE
 JD0988'ROAD MAKES A 90 DEGREE TURN, 16 FEET EAST OF THE CENTER LINE OF
 JD0988'THE ROAD, 70 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST,
 JD0988'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF THE SOUTH END
 JD0988'IF THE EAST HEAD WALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0941 ***********************************************************************
 GD0941  DESIGNATION -  G 27
 GD0941  PID         -  GD0941
 GD0941  STATE/COUNTY-  MO/NEW MADRID
 GD0941  USGS QUAD   -  PORTAGEVILLE (1971)
 GD0941
 GD0941                         *CURRENT SURVEY CONTROL
 GD0941  ___________________________________________________________________
 GD0941* NAD 83(1986)-  36 25 27.     (N)    089 41 53.     (W)     SCALED    
 GD0941* NAVD 88     -        85.740  (meters)     281.30   (feet)  ADJUSTED  
 GD0941  ___________________________________________________________________
 GD0941  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GD0941  DYNAMIC HT  -          85.670 (meters)     281.07  (feet)  COMP
 GD0941  MODELED GRAV-     979,820.5   (mgal)                       NAVD 88
 GD0941
 GD0941  VERT ORDER  -  SECOND    CLASS 0
 GD0941
 GD0941.The horizontal coordinates were scaled from a topographic map and have
 GD0941.an estimated accuracy of +/- 6 seconds.
 GD0941
 GD0941.The orthometric height was determined by differential leveling
 GD0941.and adjusted by the National Geodetic Survey in June 1991..
 GD0941
 GD0941.The geoid height was determined by GEOID03.
 GD0941
 GD0941.The dynamic height is computed by dividing the NAVD 88
 GD0941.geopotential number by the normal gravity value computed on the
 GD0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0941.degrees latitude (g = 980.6199 gals.).
 GD0941
 GD0941.The modeled gravity was interpolated from observed gravity values.
 GD0941
 GD0941;                    North         East    Units  Estimated Accuracy
 GD0941;SPC MO E     -    65,850.      321,910.      MT  (+/- 180 meters Scaled)
 GD0941
 GD0941                          SUPERSEDED SURVEY CONTROL
 GD0941
 GD0941  NGVD 29 (??/??/??)   85.654  (m)          281.02   (f) ADJUSTED    2 0
 GD0941
 GD0941.Superseded values are not recommended for survey control.
 GD0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0941.See file dsdata.txt to determine how the superseded data were derived.
 GD0941
 GD0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF581343(NAD 83)
 GD0941_MARKER: DB = BENCH MARK DISK
 GD0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0941_STAMPING: G 27 1933
 GD0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0941+STABILITY: SURFACE MOTION
 GD0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0941+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 GD0941
 GD0941  HISTORY     - Date     Condition        Report By
 GD0941  HISTORY     - 1933     MONUMENTED       CGS
 GD0941  HISTORY     - 1965     GOOD             CGS
 GD0941  HISTORY     - 20020712 GOOD             USACE
 GD0941
 GD0941                          STATION DESCRIPTION
 GD0941
 GD0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GD0941'AT PORTAGEVILLE.
 GD0941'ALONG THE ST. LOUIS - SAN FRANCISCO RAILWAY, 12 1/4 RAILS SOUTH
 GD0941'OF THE STATION AT A ROAD CROSSING, 67 FEET NORTH OF THE
 GD0941'CENTERLINE OF THE ROAD, 71 FEET EAST OF THE CENTERLINE OF THE
 GD0941'MAIN TRACK, 26 FEET SOUTH OF A POWER POLE, 19 FEET WEST OF THE
 GD0941'CENTER OF A STANDPIPE AND IN LINE WITH THE NORTHWEST AND
 GD0941'SOUTHWEST PIERS OF THE CITY WATER TANK.  A STANDARD DISK STAMPED
 GD0941'G 27 1933 AND SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 GD0941'THE GROUND.
 GD0941
 GD0941                          STATION RECOVERY (2002)
 GD0941
 GD0941'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1052 ***********************************************************************
 JD1052  DESIGNATION -  G 270
 JD1052  PID         -  JD1052
 JD1052  STATE/COUNTY-  MO/PETTIS
 JD1052  USGS QUAD   -  BAHNER (1972)
 JD1052
 JD1052                         *CURRENT SURVEY CONTROL
 JD1052  ___________________________________________________________________
 JD1052* NAD 83(1986)-  38 35 20.     (N)    093 12 48.     (W)     SCALED    
 JD1052* NAVD 88     -       291.303  (meters)     955.72   (feet)  ADJUSTED  
 JD1052  ___________________________________________________________________
 JD1052  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1052  DYNAMIC HT  -         291.099 (meters)     955.05  (feet)  COMP
 JD1052  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 JD1052
 JD1052  VERT ORDER  -  SECOND    CLASS 0
 JD1052
 JD1052.The horizontal coordinates were scaled from a topographic map and have
 JD1052.an estimated accuracy of +/- 6 seconds.
 JD1052
 JD1052.The orthometric height was determined by differential leveling
 JD1052.and adjusted by the National Geodetic Survey in June 1991..
 JD1052
 JD1052.The geoid height was determined by GEOID03.
 JD1052
 JD1052.The dynamic height is computed by dividing the NAVD 88
 JD1052.geopotential number by the normal gravity value computed on the
 JD1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1052.degrees latitude (g = 980.6199 gals.).
 JD1052
 JD1052.The modeled gravity was interpolated from observed gravity values.
 JD1052
 JD1052;                    North         East    Units  Estimated Accuracy
 JD1052;SPC MO C     -   306,040.      437,850.      MT  (+/- 180 meters Scaled)
 JD1052
 JD1052                          SUPERSEDED SURVEY CONTROL
 JD1052
 JD1052  NGVD 29 (??/??/92)  291.192  (m)          955.35   (f) ADJ UNCH    2 0
 JD1052
 JD1052.Superseded values are not recommended for survey control.
 JD1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1052.See file dsdata.txt to determine how the superseded data were derived.
 JD1052
 JD1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC814711(NAD 83)
 JD1052_MARKER: DB = BENCH MARK DISK
 JD1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1052_SP_SET: FOUNDATION
 JD1052_STAMPING: G 270 1963
 JD1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1052
 JD1052  HISTORY     - Date     Condition        Report By
 JD1052  HISTORY     - 1963     MONUMENTED       CGS
 JD1052
 JD1052                          STATION DESCRIPTION
 JD1052
 JD1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1052'1.9 MI NE FROM SPRING FORK.
 JD1052'ABOUT 1.1 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD1052'SPRING FORK CREEK AT SPRING FORK, THENCE 0.8 MILES NORTH ALONG
 JD1052'COUNTY ROAD U, IN SECTION 15, T 44 N, R 21 W, 163 FEET WEST OF
 JD1052'THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTH OF THE NORTHEAST
 JD1052'CORNER OF A CHURCH, 1.5 FEET ABOVE THE GROUND, AND SET VERTICALLY
 JD1052'IN THE EAST FACE OF THE CONCRETE FOUNDATION OF A LARGE BRICK
 JD1052'CATHOLIC CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1290 ***********************************************************************
 JD1290  DESIGNATION -  G 271
 JD1290  PID         -  JD1290
 JD1290  STATE/COUNTY-  MO/BENTON
 JD1290  USGS QUAD   -  COLE CAMP (1961)
 JD1290
 JD1290                         *CURRENT SURVEY CONTROL
 JD1290  ___________________________________________________________________
 JD1290* NAD 83(1986)-  38 26 50.     (N)    093 13 37.     (W)     SCALED    
 JD1290* NAVD 88     -       276.519  (meters)     907.21   (feet)  ADJUSTED  
 JD1290  ___________________________________________________________________
 JD1290  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD1290  DYNAMIC HT  -         276.320 (meters)     906.56  (feet)  COMP
 JD1290  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 JD1290
 JD1290  VERT ORDER  -  SECOND    CLASS 0
 JD1290
 JD1290.The horizontal coordinates were scaled from a topographic map and have
 JD1290.an estimated accuracy of +/- 6 seconds.
 JD1290
 JD1290.The orthometric height was determined by differential leveling
 JD1290.and adjusted by the National Geodetic Survey in June 1991..
 JD1290
 JD1290.The geoid height was determined by GEOID03.
 JD1290
 JD1290.The dynamic height is computed by dividing the NAVD 88
 JD1290.geopotential number by the normal gravity value computed on the
 JD1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1290.degrees latitude (g = 980.6199 gals.).
 JD1290
 JD1290.The modeled gravity was interpolated from observed gravity values.
 JD1290
 JD1290;                    North         East    Units  Estimated Accuracy
 JD1290;SPC MO C     -   290,320.      436,540.      MT  (+/- 180 meters Scaled)
 JD1290
 JD1290                          SUPERSEDED SURVEY CONTROL
 JD1290
 JD1290  NGVD 29 (??/??/92)  276.389  (m)          906.79   (f) ADJ UNCH    2 0
 JD1290
 JD1290.Superseded values are not recommended for survey control.
 JD1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1290.See file dsdata.txt to determine how the superseded data were derived.
 JD1290
 JD1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC801554(NAD 83)
 JD1290_MARKER: DB = BENCH MARK DISK
 JD1290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1290_SP_SET: BRIDGE
 JD1290_STAMPING: G 271 1963
 JD1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1290
 JD1290  HISTORY     - Date     Condition        Report By
 JD1290  HISTORY     - 1963     MONUMENTED       CGS
 JD1290
 JD1290                          STATION DESCRIPTION
 JD1290
 JD1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1290'2.4 MI SW FROM COLE CAMP.
 JD1290'0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE AT
 JD1290'COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD, THENCE
 JD1290'0.5 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 3, T 42 N, R 21 W ,
 JD1290'11 FEET NORTH WEST OF THE CENTER LINE OF THE ROAD, ABOUT 3.0
 JD1290'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF THE
 JD1290'NORTHWEST END OF THE SOUTHWEST STONE SEAT OF A STEEL GIRDER BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1600 ***********************************************************************
 JD1600  DESIGNATION -  G 272
 JD1600  PID         -  JD1600
 JD1600  STATE/COUNTY-  MO/HENRY
 JD1600  USGS QUAD   -  LEESVILLE (1981)
 JD1600
 JD1600                         *CURRENT SURVEY CONTROL
 JD1600  ___________________________________________________________________
 JD1600* NAD 83(1986)-  38 18 36.     (N)    093 32 50.     (W)     SCALED    
 JD1600* NAVD 88     -       266.382  (meters)     873.95   (feet)  ADJUSTED  
 JD1600  ___________________________________________________________________
 JD1600  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JD1600  DYNAMIC HT  -         266.195 (meters)     873.34  (feet)  COMP
 JD1600  MODELED GRAV-     979,921.1   (mgal)                       NAVD 88
 JD1600
 JD1600  VERT ORDER  -  SECOND    CLASS 0
 JD1600
 JD1600.The horizontal coordinates were scaled from a topographic map and have
 JD1600.an estimated accuracy of +/- 6 seconds.
 JD1600
 JD1600.The orthometric height was determined by differential leveling
 JD1600.and adjusted by the National Geodetic Survey in June 1991..
 JD1600
 JD1600.The geoid height was determined by GEOID03.
 JD1600
 JD1600.The dynamic height is computed by dividing the NAVD 88
 JD1600.geopotential number by the normal gravity value computed on the
 JD1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1600.degrees latitude (g = 980.6199 gals.).
 JD1600
 JD1600.The modeled gravity was interpolated from observed gravity values.
 JD1600
 JD1600;                    North         East    Units  Estimated Accuracy
 JD1600;SPC MO W     -   238,290.      933,330.      MT  (+/- 180 meters Scaled)
 JD1600
 JD1600                          SUPERSEDED SURVEY CONTROL
 JD1600
 JD1600  NGVD 29 (??/??/92)  266.251  (m)          873.53   (f) ADJ UNCH    2 0
 JD1600
 JD1600.Superseded values are not recommended for survey control.
 JD1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1600.See file dsdata.txt to determine how the superseded data were derived.
 JD1600
 JD1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC521403(NAD 83)
 JD1600_MARKER: DB = BENCH MARK DISK
 JD1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1600_STAMPING: G 272 1963
 JD1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1600+STABILITY: SURFACE MOTION
 JD1600
 JD1600  HISTORY     - Date     Condition        Report By
 JD1600  HISTORY     - 1963     MONUMENTED       CGS
 JD1600
 JD1600                          STATION DESCRIPTION
 JD1600
 JD1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1600'AT TIGHTWAD.
 JD1600'AT TIGHTWAD, IN SECTION 26, T 41 N, R 24 W, 71 1/2 FEET SOUTHWEST
 JD1600'OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 160 FEET NORTH OF
 JD1600'THE CENTER LINE OF STATE HIGHWAY 7, 175 FEET WEST OF THE CENTER
 JD1600'LINE OF STATE ROAD PP LEADING NORTH, 10 FEET NORTHWEST OF A
 JD1600'26-INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JD1600'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1052 ***********************************************************************
 GD1052  DESIGNATION -  G 273
 GD1052  PID         -  GD1052
 GD1052  STATE/COUNTY-  MO/PEMISCOT
 GD1052  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1052
 GD1052                         *CURRENT SURVEY CONTROL
 GD1052  ___________________________________________________________________
 GD1052* NAD 83(1986)-  36 13 52.     (N)    089 42 23.     (W)     SCALED    
 GD1052* NAVD 88     -        82.719  (meters)     271.39   (feet)  ADJUSTED  
 GD1052  ___________________________________________________________________
 GD1052  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GD1052  DYNAMIC HT  -          82.650 (meters)     271.16  (feet)  COMP
 GD1052  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 GD1052
 GD1052  VERT ORDER  -  FIRST     CLASS I
 GD1052
 GD1052.The horizontal coordinates were scaled from a topographic map and have
 GD1052.an estimated accuracy of +/- 6 seconds.
 GD1052
 GD1052.The orthometric height was determined by differential leveling
 GD1052.and adjusted by the National Geodetic Survey in June 1991..
 GD1052
 GD1052.The geoid height was determined by GEOID03.
 GD1052
 GD1052.The dynamic height is computed by dividing the NAVD 88
 GD1052.geopotential number by the normal gravity value computed on the
 GD1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1052.degrees latitude (g = 980.6199 gals.).
 GD1052
 GD1052.The modeled gravity was interpolated from observed gravity values.
 GD1052
 GD1052;                    North         East    Units  Estimated Accuracy
 GD1052;SPC MO E     -    44,430.      321,340.      MT  (+/- 180 meters Scaled)
 GD1052
 GD1052                          SUPERSEDED SURVEY CONTROL
 GD1052
 GD1052  NGVD 29 (??/??/??)   82.631  (m)          271.10   (f) ADJUSTED    1 1
 GD1052
 GD1052.Superseded values are not recommended for survey control.
 GD1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1052.See file dsdata.txt to determine how the superseded data were derived.
 GD1052
 GD1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF567129(NAD 83)
 GD1052_MARKER: DB = BENCH MARK DISK
 GD1052_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1052_SP_SET: COPPER-CLAD STEEL ROD
 GD1052_STAMPING: G 273 1976
 GD1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1052
 GD1052  HISTORY     - Date     Condition        Report By
 GD1052  HISTORY     - 1976     MONUMENTED       NGS
 GD1052  HISTORY     - 20050303 MARK NOT FOUND   USACE
 GD1052
 GD1052                          STATION DESCRIPTION
 GD1052
 GD1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1052'3.3 MI NORTH FROM CARUTHERSVILLE.
 GD1052'3.3 MILES NORTH ALONG LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1052'OFFICE, 231 FEET SOUTHWEST OF CENTER OF LEVEE, 26 FEET NORTHEAST
 GD1052'OF THE CENTERLINE OF A BLACKTOP ROAD, 2.0 FEET NORTHEAST OF A
 GD1052'CHAINLINK FENCE, AND 0.15 MILE SOUTHEAST OF ADIRT ROAD CROSSING
 GD1052'THE LEVEE.
 GD1052
 GD1052                          STATION RECOVERY (2005)
 GD1052
 GD1052'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 GD1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1098 ***********************************************************************
 GD1098  DESIGNATION -  G 274
 GD1098  PID         -  GD1098
 GD1098  STATE/COUNTY-  MO/NEW MADRID
 GD1098  USGS QUAD   -  POINT PLEASANT (1982)
 GD1098
 GD1098                         *CURRENT SURVEY CONTROL
 GD1098  ___________________________________________________________________
 GD1098* NAD 83(1986)-  36 25 35.     (N)    089 33 24.     (W)     SCALED    
 GD1098* NAVD 88     -        92.351  (meters)     302.99   (feet)  ADJUSTED  
 GD1098  ___________________________________________________________________
 GD1098  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GD1098  DYNAMIC HT  -          92.276 (meters)     302.74  (feet)  COMP
 GD1098  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 GD1098
 GD1098  VERT ORDER  -  FIRST     CLASS I
 GD1098
 GD1098.The horizontal coordinates were scaled from a topographic map and have
 GD1098.an estimated accuracy of +/- 6 seconds.
 GD1098
 GD1098.The orthometric height was determined by differential leveling
 GD1098.and adjusted by the National Geodetic Survey in June 1991..
 GD1098
 GD1098.The geoid height was determined by GEOID03.
 GD1098
 GD1098.The dynamic height is computed by dividing the NAVD 88
 GD1098.geopotential number by the normal gravity value computed on the
 GD1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1098.degrees latitude (g = 980.6199 gals.).
 GD1098
 GD1098.The modeled gravity was interpolated from observed gravity values.
 GD1098
 GD1098;                    North         East    Units  Estimated Accuracy
 GD1098;SPC MO E     -    66,220.      334,590.      MT  (+/- 180 meters Scaled)
 GD1098
 GD1098                          SUPERSEDED SURVEY CONTROL
 GD1098
 GD1098  NGVD 29 (??/??/??)   92.245  (m)          302.64   (f) ADJUSTED    1 1
 GD1098
 GD1098.Superseded values are not recommended for survey control.
 GD1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1098.See file dsdata.txt to determine how the superseded data were derived.
 GD1098
 GD1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF707342(NAD 83)
 GD1098_MARKER: DB = BENCH MARK DISK
 GD1098_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1098+WITH SETTING: INTO GROUND
 GD1098_SP_SET: METAL ROD WITH BASE PLATE
 GD1098_STAMPING: G 274 1976
 GD1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1098+STABILITY: SURFACE MOTION
 GD1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1098+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 GD1098
 GD1098  HISTORY     - Date     Condition        Report By
 GD1098  HISTORY     - 1976     MONUMENTED       NGS
 GD1098  HISTORY     - 20020716 GOOD             USACE
 GD1098
 GD1098                          STATION DESCRIPTION
 GD1098
 GD1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1098'15.2 MI SW FROM NEW MADRID.
 GD1098'15.2 MILES SOUTHWEST ALONG TOP OF LEVEE FROM THE INTERSECTION
 GD1098'OF STATE HIGHWAY WW AND A PRIVATE LEVEE LEEDING NORTH, 119 FEET
 GD1098'WEST OF THE CENTER ONE OF THREE TREES, 0.2 MILE NORTHWEST OF A
 GD1098'FENCE AT TOE OF LEVEE, 15.5 FEET SOUTHWEST OF THE CENTER OF LEVEE
 GD1098'AND 3.5 FEET NORTHEAST OF MILEPOST 3/4.
 GD1098
 GD1098                          STATION RECOVERY (2002)
 GD1098
 GD1098'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1232 ***********************************************************************
 HB1232  DESIGNATION -  G 275
 HB1232  PID         -  HB1232
 HB1232  STATE/COUNTY-  MO/SCOTT
 HB1232  USGS QUAD   -  THEBES SW (1993)
 HB1232
 HB1232                         *CURRENT SURVEY CONTROL
 HB1232  ___________________________________________________________________
 HB1232* NAD 83(1986)-  37 05 07.     (N)    089 25 50.     (W)     SCALED    
 HB1232* NAVD 88     -       104.254  (meters)     342.04   (feet)  ADJUSTED  
 HB1232  ___________________________________________________________________
 HB1232  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 HB1232  DYNAMIC HT  -         104.178 (meters)     341.79  (feet)  COMP
 HB1232  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 HB1232
 HB1232  VERT ORDER  -  FIRST     CLASS I
 HB1232
 HB1232.The horizontal coordinates were scaled from a topographic map and have
 HB1232.an estimated accuracy of +/- 6 seconds.
 HB1232
 HB1232.The orthometric height was determined by differential leveling
 HB1232.and adjusted by the National Geodetic Survey in June 1991..
 HB1232
 HB1232.The geoid height was determined by GEOID03.
 HB1232
 HB1232.The dynamic height is computed by dividing the NAVD 88
 HB1232.geopotential number by the normal gravity value computed on the
 HB1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1232.degrees latitude (g = 980.6199 gals.).
 HB1232
 HB1232.The modeled gravity was interpolated from observed gravity values.
 HB1232
 HB1232;                    North         East    Units  Estimated Accuracy
 HB1232;SPC MO E     -   139,450.      345,080.      MT  (+/- 180 meters Scaled)
 HB1232
 HB1232                          SUPERSEDED SURVEY CONTROL
 HB1232
 HB1232  NGVD 29 (??/??/??)  104.136  (m)          341.65   (f) ADJUSTED    1 1
 HB1232
 HB1232.Superseded values are not recommended for survey control.
 HB1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1232.See file dsdata.txt to determine how the superseded data were derived.
 HB1232
 HB1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG839070(NAD 83)
 HB1232_MARKER: DB = BENCH MARK DISK
 HB1232_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HB1232+WITH SETTING: INTO GROUND
 HB1232_SP_SET: METAL ROD WITH BASE PLATE
 HB1232_STAMPING: G 275 1976
 HB1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1232+STABILITY: SURFACE MOTION
 HB1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1232+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002
 HB1232
 HB1232  HISTORY     - Date     Condition        Report By
 HB1232  HISTORY     - 1976     MONUMENTED       NGS
 HB1232  HISTORY     - 20020518 GOOD             USACE
 HB1232
 HB1232                          STATION DESCRIPTION
 HB1232
 HB1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1232'5.75 MI SOUTH FROM COMMERCE.
 HB1232'5.75 MILES SOUTH ALONG THE LEVEE ROAD FROM THE BEGINNING OF THE
 HB1232'LEVEE AT COMMERCE, 88.4 FEET EAST OF THE EAST CORNER OF A METAL
 HB1232'EQUIPMENT SHED, 8.0 FEET SOUTHWEST OF THE CENTER OF THE LEVEE
 HB1232'ROAD, 1.3 FEET  SOUTHEAST OF MILEPOST 10 OVER 11
 HB1232
 HB1232                          STATION RECOVERY (2002)
 HB1232
 HB1232'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1211 ***********************************************************************
 GD1211  DESIGNATION -  G 276
 GD1211  PID         -  GD1211
 GD1211  STATE/COUNTY-  MO/NEW MADRID
 GD1211  USGS QUAD   -  HENDERSON MOUND (1969)
 GD1211
 GD1211                         *CURRENT SURVEY CONTROL
 GD1211  ___________________________________________________________________
 GD1211* NAD 83(1986)-  36 40 01.     (N)    089 24 20.     (W)     SCALED    
 GD1211* NAVD 88     -        97.112  (meters)     318.61   (feet)  ADJUSTED  
 GD1211  ___________________________________________________________________
 GD1211  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1211  DYNAMIC HT  -          97.037 (meters)     318.36  (feet)  COMP
 GD1211  MODELED GRAV-     979,852.9   (mgal)                       NAVD 88
 GD1211
 GD1211  VERT ORDER  -  FIRST     CLASS I
 GD1211
 GD1211.The horizontal coordinates were scaled from a topographic map and have
 GD1211.an estimated accuracy of +/- 6 seconds.
 GD1211
 GD1211.The orthometric height was determined by differential leveling
 GD1211.and adjusted by the National Geodetic Survey in June 1991..
 GD1211
 GD1211.The geoid height was determined by GEOID03.
 GD1211
 GD1211.The dynamic height is computed by dividing the NAVD 88
 GD1211.geopotential number by the normal gravity value computed on the
 GD1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1211.degrees latitude (g = 980.6199 gals.).
 GD1211
 GD1211.The modeled gravity was interpolated from observed gravity values.
 GD1211
 GD1211;                    North         East    Units  Estimated Accuracy
 GD1211;SPC MO E     -    93,050.      347,840.      MT  (+/- 180 meters Scaled)
 GD1211
 GD1211                          SUPERSEDED SURVEY CONTROL
 GD1211
 GD1211  NGVD 29 (??/??/??)   96.994  (m)          318.22   (f) ADJUSTED    1 1
 GD1211
 GD1211.Superseded values are not recommended for survey control.
 GD1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1211.See file dsdata.txt to determine how the superseded data were derived.
 GD1211
 GD1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF850606(NAD 83)
 GD1211_MARKER: DB = BENCH MARK DISK
 GD1211_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1211+WITH SETTING: INTO GROUND
 GD1211_SP_SET: METAL ROD WITH BASE PLATE
 GD1211_STAMPING: G 276 1976
 GD1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1211+STABILITY: SURFACE MOTION
 GD1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1211+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD1211
 GD1211  HISTORY     - Date     Condition        Report By
 GD1211  HISTORY     - 1976     MONUMENTED       NGS
 GD1211  HISTORY     - 20020813 GOOD             USACE
 GD1211
 GD1211                          STATION DESCRIPTION
 GD1211
 GD1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1211'9.2 MI NE FROM NEW MADRID.
 GD1211'9.15 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1211'THE JUNCTION OF VANDENVENDER AVENUE, 22.0 FEET WEST OF THE CENTER
 GD1211'OF PAVED ROAD ON TOP OF LEVEE, 2.2 FEET EAST OF A BARBED WIRE
 GD1211'FENCE, AND 8.0 FEET EAST OF MILEPOST 26/27.
 GD1211'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1211'FEET.  2 FEET BELOW THE TOP OF THE LEVEE.  1 FOOT EAST OF A WITNESS
 GD1211'POST.
 GD1211
 GD1211                          STATION RECOVERY (2002)
 GD1211
 GD1211'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1254 ***********************************************************************
 GD1254  DESIGNATION -  G 277
 GD1254  PID         -  GD1254
 GD1254  STATE/COUNTY-  MO/MISSISSIPPI
 GD1254  USGS QUAD   -  WYATT (1978)
 GD1254
 GD1254                         *CURRENT SURVEY CONTROL
 GD1254  ___________________________________________________________________
 GD1254* NAD 83(1986)-  36 54 09.     (N)    089 13 46.     (W)     SCALED    
 GD1254* NAVD 88     -        99.285  (meters)     325.74   (feet)  ADJUSTED  
 GD1254  ___________________________________________________________________
 GD1254  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1254  DYNAMIC HT  -          99.210 (meters)     325.49  (feet)  COMP
 GD1254  MODELED GRAV-     979,879.9   (mgal)                       NAVD 88
 GD1254
 GD1254  VERT ORDER  -  FIRST     CLASS I
 GD1254
 GD1254.The horizontal coordinates were scaled from a topographic map and have
 GD1254.an estimated accuracy of +/- 6 seconds.
 GD1254
 GD1254.The orthometric height was determined by differential leveling
 GD1254.and adjusted by the National Geodetic Survey in June 1991..
 GD1254
 GD1254.The geoid height was determined by GEOID03.
 GD1254
 GD1254.The dynamic height is computed by dividing the NAVD 88
 GD1254.geopotential number by the normal gravity value computed on the
 GD1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1254.degrees latitude (g = 980.6199 gals.).
 GD1254
 GD1254.The modeled gravity was interpolated from observed gravity values.
 GD1254
 GD1254;                    North         East    Units  Estimated Accuracy
 GD1254;SPC MO E     -   119,390.      363,230.      MT  (+/- 180 meters Scaled)
 GD1254
 GD1254                          SUPERSEDED SURVEY CONTROL
 GD1254
 GD1254  NGVD 29 (??/??/??)   99.166  (m)          325.35   (f) ADJUSTED    1 1
 GD1254
 GD1254.Superseded values are not recommended for survey control.
 GD1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1254.See file dsdata.txt to determine how the superseded data were derived.
 GD1254
 GD1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF013863(NAD 83)
 GD1254_MARKER: DB = BENCH MARK DISK
 GD1254_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1254+WITH SETTING: INTO GROUND
 GD1254_SP_SET: METAL ROD WITH BASE PLATE
 GD1254_STAMPING: G 277 1976
 GD1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1254+STABILITY: SURFACE MOTION
 GD1254
 GD1254  HISTORY     - Date     Condition        Report By
 GD1254  HISTORY     - 1976     MONUMENTED       NGS
 GD1254
 GD1254                          STATION DESCRIPTION
 GD1254
 GD1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1254'1.2 MI SW FROM WYATT.
 GD1254'1.2 MILES SOUTHWEST ALONG THE LEVEE FROM THE INTERSECTION OF
 GD1254'STATE ROUTE HH, 6.3 FEET NORTHEAST OF MILEPOST 6/7, 16.5 FEET
 GD1254'SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD ON TOP OF THE LEVEE
 GD1254'0.05 MILES SOUTH OF A POWER SUBSTATION.
 GD1254'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1254'FEET.  2 FEET BELOW THE TOP OF A LEVEE.  2 FEET SOUTHWEST OF A WITNESS
 GD1254'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1165 ***********************************************************************
 GD1165  DESIGNATION -  G 278
 GD1165  PID         -  GD1165
 GD1165  STATE/COUNTY-  MO/NEW MADRID
 GD1165  USGS QUAD   -  NEW MADRID (1971)
 GD1165
 GD1165                         *CURRENT SURVEY CONTROL
 GD1165  ___________________________________________________________________
 GD1165* NAD 83(1986)-  36 35 17.     (N)    089 30 39.     (W)     SCALED    
 GD1165* NAVD 88     -        91.845  (meters)     301.33   (feet)  POSTED    
 GD1165  ___________________________________________________________________
 GD1165  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GD1165  DYNAMIC HT  -          91.770 (meters)     301.08  (feet)  COMP
 GD1165  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 GD1165
 GD1165  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GD1165
 GD1165.The horizontal coordinates were scaled from a topographic map and have
 GD1165.an estimated accuracy of +/- 6 seconds.
 GD1165
 GD1165.The orthometric height was determined by differential leveling
 GD1165.and adjusted by the National Geodetic Survey in 1992..
 GD1165.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GD1165.rate of 3.1 thru 4.0 mm/km.
 GD1165
 GD1165.The geoid height was determined by GEOID03.
 GD1165
 GD1165.The dynamic height is computed by dividing the NAVD 88
 GD1165.geopotential number by the normal gravity value computed on the
 GD1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1165.degrees latitude (g = 980.6199 gals.).
 GD1165
 GD1165.The modeled gravity was interpolated from observed gravity values.
 GD1165
 GD1165;                    North         East    Units  Estimated Accuracy
 GD1165;SPC MO E     -    84,200.      338,520.      MT  (+/- 180 meters Scaled)
 GD1165
 GD1165                          SUPERSEDED SURVEY CONTROL
 GD1165
 GD1165  NGVD 29 (??/??/??)   91.727  (m)          300.94   (f) ADJUSTED    1 1
 GD1165
 GD1165.Superseded values are not recommended for survey control.
 GD1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1165.See file dsdata.txt to determine how the superseded data were derived.
 GD1165
 GD1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF753521(NAD 83)
 GD1165_MARKER: DB = BENCH MARK DISK
 GD1165_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1165+WITH SETTING: INTO GROUND
 GD1165_SP_SET: METAL ROD WITH BASE PLATE
 GD1165_STAMPING: G 278 1976
 GD1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1165+STABILITY: SURFACE MOTION
 GD1165
 GD1165  HISTORY     - Date     Condition        Report By
 GD1165  HISTORY     - 1976     MONUMENTED       NGS
 GD1165
 GD1165                          STATION DESCRIPTION
 GD1165
 GD1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1165'0.6 MI EAST FROM NEW MADRID.
 GD1165'0.6 MILE EAST ALONG THE BIRDS POINT-NEW MADRID LEVEE (ROUTE WW)
 GD1165'FROM THE JUNCTION OF VANDENVENDER AVENUE, AT THE WEST END OF THE
 GD1165'FRONT LINE LEVEE, 7.5 FEET NORTH OF THE CENTER OF LEVEE, AND 52
 GD1165'EAST OF THE WEST END OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1025 ***********************************************************************
 GD1025  FBN         -  This is a Federal Base Network Control Station.
 GD1025  DESIGNATION -  G 279
 GD1025  PID         -  GD1025
 GD1025  STATE/COUNTY-  MO/PEMISCOT
 GD1025  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1025
 GD1025                         *CURRENT SURVEY CONTROL
 GD1025  ___________________________________________________________________
 GD1025* NAD 83(1997)-  36 03 44.66549(N)    089 41 43.74552(W)     ADJUSTED  
 GD1025* NAVD 88     -        85.930  (meters)     281.92   (feet)  ADJUSTED  
 GD1025  ___________________________________________________________________
 GD1025  X           -      27,434.677 (meters)                     COMP
 GD1025  Y           -  -5,161,899.194 (meters)                     COMP
 GD1025  Z           -   3,733,825.553 (meters)                     COMP
 GD1025  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 GD1025  ELLIP HEIGHT-          57.63  (meters)          (02/11/04) GPS OBS
 GD1025  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1025  DYNAMIC HT  -          85.858 (meters)     281.69  (feet)  COMP
 GD1025  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GD1025
 GD1025  HORZ ORDER  -  B
 GD1025  VERT ORDER  -  FIRST     CLASS I
 GD1025  ELLP ORDER  -  FOURTH    CLASS I
 GD1025
 GD1025.The horizontal coordinates were established by GPS observations
 GD1025.and adjusted by the National Geodetic Survey in March 1998..
 GD1025
 GD1025.The orthometric height was determined by differential leveling
 GD1025.and adjusted by the National Geodetic Survey in March 1998..
 GD1025
 GD1025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1025
 GD1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1025
 GD1025.The ellipsoidal height was determined by GPS observations
 GD1025.and is referenced to NAD 83.
 GD1025
 GD1025.The geoid height was determined by GEOID03.
 GD1025
 GD1025.The dynamic height is computed by dividing the NAVD 88
 GD1025.geopotential number by the normal gravity value computed on the
 GD1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1025.degrees latitude (g = 980.6199 gals.).
 GD1025
 GD1025.The modeled gravity was interpolated from observed gravity values.
 GD1025
 GD1025;                    North         East     Units Scale Factor Converg.
 GD1025;SPC MO E     -    25,715.426   322,476.763   MT  0.99999803   +0 28 25.0
 GD1025;UTM  16      - 3,994,233.461   257,226.184   MT  1.00032629   -1 35 15.1
 GD1025
 GD1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1025!SPC MO E     -   0.99999096  x   0.99999803  =   0.99998899
 GD1025!UTM  16      -   0.99999096  x   1.00032629  =   1.00031724
 GD1025
 GD1025|---------------------------------------------------------------------|
 GD1025| PID    Reference Object                     Distance      Geod. Az  |
 GD1025|                                                           dddmmss.s |
 GD1025| GD1719 COTTON 2 RM 5                       248.331 METERS 17708     |
 GD1025|---------------------------------------------------------------------|
 GD1025
 GD1025                          SUPERSEDED SURVEY CONTROL
 GD1025
 GD1025  ELLIP H (03/31/98)   57.69   (m)                       GP(       ) 3 1
 GD1025  NAVD 88 (06/15/91)   85.976  (m)          282.07   (f) UNKNOWN     1 1
 GD1025  NGVD 29 (??/??/??)   85.898  (m)          281.82   (f) ADJUSTED    1 1
 GD1025
 GD1025.Superseded values are not recommended for survey control.
 GD1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1025.See file dsdata.txt to determine how the superseded data were derived.
 GD1025
 GD1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5722694233(NAD 83)
 GD1025_MARKER: DV = VERTICAL CONTROL DISK
 GD1025_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1025+WITH SETTING: INTO GROUND
 GD1025_SP_SET: METAL ROD WITH BASE PLATE
 GD1025_STAMPING: G 279 1976
 GD1025_MARK LOGO: NGS   
 GD1025_PROJECTION: FLUSH
 GD1025_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1025+STABILITY: SURFACE MOTION
 GD1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1025+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GD1025_ROD/PIPE-DEPTH: 1.22 meters
 GD1025
 GD1025  HISTORY     - Date     Condition        Report By
 GD1025  HISTORY     - 1976     MONUMENTED       NGS
 GD1025  HISTORY     - 19970305 GOOD             NGS
 GD1025  HISTORY     - 19970721 GOOD             MODNR
 GD1025  HISTORY     - 20001121 GOOD             USACE
 GD1025  HISTORY     - 20010507 GOOD             NGS
 GD1025  HISTORY     - 20010507 GOOD             USACE
 GD1025  HISTORY     - 20020730 GOOD             USACE
 GD1025  HISTORY     - 20030709 GOOD             MODNR
 GD1025  HISTORY     - 20030724 GOOD             MODNR
 GD1025  HISTORY     - 20031010 GOOD             TNDT
 GD1025
 GD1025                          STATION DESCRIPTION
 GD1025
 GD1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1025'8.7 MI NE FROM HUFFMAN.
 GD1025'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 GD1025'WAYS 137 AND 150 AT HUFFMAN, THENCE 8.7 MILES NORTHEAST ALONG THE
 GD1025'LEVEE, 16 FEET WEST OF THE CENTER OF LEVEE, 106 FEET NORTHWEST OF
 GD1025'THE CENTERLINE OF STATE HIGHWAY 164, 90 FEET EAST OF A POWERLINE
 GD1025'POLE, AND ABOUT 0.3 MILE EAST OF COTTONWOOD POINT. ABOUT LEVEL WITH
 GD1025'LEVEE.  1 FOOT NORTH OF A WITNESS POST.
 GD1025
 GD1025                          STATION RECOVERY (1997)
 GD1025
 GD1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GD1025'THE STATION IS LOCATED ABOUT 20.2 KM (12.55 MI) EAST-SOUTHEAST OF
 GD1025'STEELE, MO., 12.9 KM (8.00 MI) SOUTH OF CARUTHERSVILLE, MO., AND 0.4
 GD1025'KM (0.25 MI) EAST OF COTTONWOOD POINT.  IN THE GRASS, NEAR THE TOP OF
 GD1025'THE LEVEE, JUST NORTH-NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 164
 GD1025'AND THE GRAVEL LEVEE ROAD, ALONG THE WEST SIDE OF THE LEVEE ROAD.
 GD1025'OWNERSHIP--PEMISCOT COUNTY, CITY CLERK JOHN ALFORD, COUNTY COURTHOUSE,
 GD1025'CARUTHERSVILLE, MO.  63830.  PHONE 573-333-4203.  TO REACH THE STATION
 GD1025'FROM THE JUNCTION OF STATE HIGHWAY 164 AND STATE ROUTE E, NEAR THE
 GD1025'SOUTHWEST EDGE OF COTTONWOOD POINT, GO SOUTHEAST, 0.48 KM (0.30 MI)
 GD1025'ALONG HIGHWAY 164 TO THE TOP OF THE GRAVEL LEVEE CROSSROAD.  TURN
 GD1025'LEFT, NORTH, ABOUT 30.0 M (98.4 FT) TO THE STATION ON THE LEFT, AT A
 GD1025'WITNESS POST.  THE STATION IS 27.4 M (89.9 FT) EAST OF A UTILITY POLE
 GD1025'WITH 2 GUY WIRES, 25.4 M (83.3 FT) NORTHEAST OF THE HIGHWAY 164
 GD1025'CENTERLINE, 21.0 M (68.9 FT) NORTH OF A METAL FENCE POST, 4.0 M (13.1
 GD1025'FT) WEST OF THE LEVEE ROAD CENTER, 0.3 M (1.0 FT) SOUTHWEST OF A
 GD1025'WITNESS POST, AND THE STATION IS ABOUT 0.3 M (1.0 FT) BELOW THE LEVEE
 GD1025'ROAD AND RECESSED ABOUT 6-CM BELOW THE GROUND SURFACE.  BY R.G.
 GD1025'HAYES.  NOTE--THE DATUM POINT IS THE CENTER OF A BRASS DISK FASTENED
 GD1025'TO THE TOP OF A METAL ROD, WITH SETTING OF 10+FEET, ENCASED IN A
 GD1025'4-INCH PVC PIPE.
 GD1025
 GD1025                          STATION RECOVERY (1997)
 GD1025
 GD1025'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 GD1025'RECOVERED AS DESCRIBED.
 GD1025
 GD1025                          STATION RECOVERY (2000)
 GD1025
 GD1025'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD1025'MARK RECOVERED IN GOOD CONDITION.
 GD1025
 GD1025                          STATION RECOVERY (2001)
 GD1025
 GD1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 GD1025'RECOVERED IN GOOD CONDITION.
 GD1025
 GD1025                          STATION RECOVERY (2001)
 GD1025
 GD1025'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 GD1025'MARK WAS RECOVERED IN GOOD CONDITION.
 GD1025
 GD1025                          STATION RECOVERY (2002)
 GD1025
 GD1025'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1025'RECOVERED IN GOOD CONDITION.
 GD1025
 GD1025                          STATION RECOVERY (2003)
 GD1025
 GD1025'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 GD1025'RECOVERED IN GOOD CONDITION.
 GD1025
 GD1025                          STATION RECOVERY (2003)
 GD1025
 GD1025'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (TMR)
 GD1025'RECOVERED BY MO DOT AS DESCRIBED.
 GD1025' 
 GD1025'
 GD1025
 GD1025                          STATION RECOVERY (2003)
 GD1025
 GD1025'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GD1025'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2325 ***********************************************************************
 JD2325  DESIGNATION -  G 280
 JD2325  PID         -  JD2325
 JD2325  STATE/COUNTY-  MO/JOHNSON
 JD2325  USGS QUAD   -  CENTERVIEW (1954)
 JD2325
 JD2325                         *CURRENT SURVEY CONTROL
 JD2325  ___________________________________________________________________
 JD2325* NAD 83(1986)-  38 39 42.     (N)    093 51 50.     (W)     SCALED    
 JD2325* NAVD 88     -       234.515  (meters)     769.40   (feet)  ADJUSTED  
 JD2325  ___________________________________________________________________
 JD2325  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD2325  DYNAMIC HT  -         234.354 (meters)     768.88  (feet)  COMP
 JD2325  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JD2325
 JD2325  VERT ORDER  -  SECOND    CLASS 0
 JD2325
 JD2325.The horizontal coordinates were scaled from a topographic map and have
 JD2325.an estimated accuracy of +/- 6 seconds.
 JD2325
 JD2325.The orthometric height was determined by differential leveling
 JD2325.and adjusted by the National Geodetic Survey in June 1991..
 JD2325
 JD2325.The geoid height was determined by GEOID03.
 JD2325
 JD2325.The dynamic height is computed by dividing the NAVD 88
 JD2325.geopotential number by the normal gravity value computed on the
 JD2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2325.degrees latitude (g = 980.6199 gals.).
 JD2325
 JD2325.The modeled gravity was interpolated from observed gravity values.
 JD2325
 JD2325;                    North         East    Units  Estimated Accuracy
 JD2325;SPC MO W     -   277,080.      905,360.      MT  (+/- 180 meters Scaled)
 JD2325
 JD2325                          SUPERSEDED SURVEY CONTROL
 JD2325
 JD2325  NGVD 29 (??/??/92)  234.410  (m)          769.06   (f) ADJ UNCH    2 0
 JD2325
 JD2325.Superseded values are not recommended for survey control.
 JD2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2325.See file dsdata.txt to determine how the superseded data were derived.
 JD2325
 JD2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC248795(NAD 83)
 JD2325_MARKER: DB = BENCH MARK DISK
 JD2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2325_STAMPING: G 280 1963
 JD2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2325+STABILITY: SURFACE MOTION
 JD2325
 JD2325  HISTORY     - Date     Condition        Report By
 JD2325  HISTORY     - 1963     MONUMENTED       CGS
 JD2325  HISTORY     - 20060707 GOOD             INDIV
 JD2325
 JD2325                          STATION DESCRIPTION
 JD2325
 JD2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2325'4.7 MI NE FROM MAGNOLIA.
 JD2325'ABOUT 0.8 MILE NORTH ALONG PAVED STATE ROAD O FROM MILLERS STORE
 JD2325'AT MAGNOLIA, THENCE 2.9 MILES EAST ALONG A GRAVELED COUNTY ROAD,
 JD2325'THENCE 1.0 MILE NORTH ALONG A GRAVELED COUNTY ROAD, IN S 26,
 JD2325'R 27 W, T 45 N, 54 FEET NORTHWEST OF THE CENTER OF THE T-JUNCTION
 JD2325'OF A ROAD LEADING WEST, 47 FEET NORTH OF THE CENTERLINE OF THE
 JD2325'ROAD, 26 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 JD2325'29 FEET SOUTHWEST OF A TELEPHONE POLE BRACED BY A GUY WIRE, 2
 JD2325'FEET EAST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST,
 JD2325'ABOUT 2 FEET ABOVE THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN
 JD2325'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD2325
 JD2325                          STATION RECOVERY (2006)
 JD2325
 JD2325'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2325'THE TELEPHONE POLE HAS BEEN REMOVED. THE FENCE IS NOW 2 FEET EAST OF
 JD2325'THE MARKER.
 JD2325' 
 JD2325'TOP OF THE CONCRETE POST NOW PROJECTS 0.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0510 ***********************************************************************
 JD0510  DESIGNATION -  G 281
 JD0510  PID         -  JD0510
 JD0510  STATE/COUNTY-  MO/COOPER
 JD0510  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0510
 JD0510                         *CURRENT SURVEY CONTROL
 JD0510  ___________________________________________________________________
 JD0510* NAD 83(1986)-  38 56 07.     (N)    092 49 23.     (W)     SCALED    
 JD0510* NAVD 88     -       213.670  (meters)     701.02   (feet)  ADJUSTED  
 JD0510  ___________________________________________________________________
 JD0510  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0510  DYNAMIC HT  -         213.533 (meters)     700.57  (feet)  COMP
 JD0510  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 JD0510
 JD0510  VERT ORDER  -  SECOND    CLASS 0
 JD0510
 JD0510.The horizontal coordinates were scaled from a topographic map and have
 JD0510.an estimated accuracy of +/- 6 seconds.
 JD0510
 JD0510.The orthometric height was determined by differential leveling
 JD0510.and adjusted by the National Geodetic Survey in June 1991..
 JD0510
 JD0510.The geoid height was determined by GEOID03.
 JD0510
 JD0510.The dynamic height is computed by dividing the NAVD 88
 JD0510.geopotential number by the normal gravity value computed on the
 JD0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0510.degrees latitude (g = 980.6199 gals.).
 JD0510
 JD0510.The modeled gravity was interpolated from observed gravity values.
 JD0510
 JD0510;                    North         East    Units  Estimated Accuracy
 JD0510;SPC MO C     -   344,300.      471,990.      MT  (+/- 180 meters Scaled)
 JD0510
 JD0510                          SUPERSEDED SURVEY CONTROL
 JD0510
 JD0510  NGVD 29 (??/??/92)  213.612  (m)          700.83   (f) ADJ UNCH    2 0
 JD0510
 JD0510.Superseded values are not recommended for survey control.
 JD0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0510.See file dsdata.txt to determine how the superseded data were derived.
 JD0510
 JD0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD153096(NAD 83)
 JD0510_MARKER: DB = BENCH MARK DISK
 JD0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0510_SP_SET: CULVERT
 JD0510_STAMPING: G 281 1962
 JD0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0510
 JD0510  HISTORY     - Date     Condition        Report By
 JD0510  HISTORY     - 1962     MONUMENTED       CGS
 JD0510
 JD0510                          STATION DESCRIPTION
 JD0510
 JD0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0510'5.7 MI SW FROM BOONVILLE.
 JD0510'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0510'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 3.0 MILES SOUTHWEST
 JD0510'ALONG STATE HIGHWAY 41, IN THE BOTTOM OF A DRAW, SET IN THE TOP
 JD0510'OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 4 X 6 FOOT
 JD0510'CONCRETE CULVERT, 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JD0510'0.6 FOOT EAST OF THE WEST END OF THE HEAD WALL, AND ABOUT 4 FEET
 JD0510'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0729 ***********************************************************************
 JD0729  DESIGNATION -  G 282
 JD0729  PID         -  JD0729
 JD0729  STATE/COUNTY-  MO/SALINE
 JD0729  USGS QUAD   -  HOUSTONIA (1973)
 JD0729
 JD0729                         *CURRENT SURVEY CONTROL
 JD0729  ___________________________________________________________________
 JD0729* NAD 83(1986)-  38 58 17.     (N)    093 17 26.     (W)     SCALED    
 JD0729* NAVD 88     -       221.636  (meters)     727.15   (feet)  ADJUSTED  
 JD0729  ___________________________________________________________________
 JD0729  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD0729  DYNAMIC HT  -         221.496 (meters)     726.69  (feet)  COMP
 JD0729  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JD0729
 JD0729  VERT ORDER  -  SECOND    CLASS 0
 JD0729
 JD0729.The horizontal coordinates were scaled from a topographic map and have
 JD0729.an estimated accuracy of +/- 6 seconds.
 JD0729
 JD0729.The orthometric height was determined by differential leveling
 JD0729.and adjusted by the National Geodetic Survey in June 1991..
 JD0729
 JD0729.The geoid height was determined by GEOID03.
 JD0729
 JD0729.The dynamic height is computed by dividing the NAVD 88
 JD0729.geopotential number by the normal gravity value computed on the
 JD0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0729.degrees latitude (g = 980.6199 gals.).
 JD0729
 JD0729.The modeled gravity was interpolated from observed gravity values.
 JD0729
 JD0729;                    North         East    Units  Estimated Accuracy
 JD0729;SPC MO C     -   348,550.      431,490.      MT  (+/- 180 meters Scaled)
 JD0729
 JD0729                          SUPERSEDED SURVEY CONTROL
 JD0729
 JD0729  NGVD 29 (??/??/92)  221.553  (m)          726.88   (f) ADJ UNCH    2 0
 JD0729
 JD0729.Superseded values are not recommended for survey control.
 JD0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0729.See file dsdata.txt to determine how the superseded data were derived.
 JD0729
 JD0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD748136(NAD 83)
 JD0729_MARKER: DB = BENCH MARK DISK
 JD0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0729_STAMPING: G 282 1962
 JD0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0729+STABILITY: SURFACE MOTION
 JD0729
 JD0729  HISTORY     - Date     Condition        Report By
 JD0729  HISTORY     - 1962     MONUMENTED       CGS
 JD0729
 JD0729                          STATION DESCRIPTION
 JD0729
 JD0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0729'8 MI NE FROM SWEET SPRINGS.
 JD0729'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0729'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 7.2 MILES EAST
 JD0729'ALONG INTERSTATE 70, AT AN INTERSECTION OF A COUNTY DIRT ROAD AND
 JD0729'THE INTERSTATE, 152 FEET SOUTH OF THE CENTERLINE OF THE EAST
 JD0729'BOUND TRAFFIC LANE, 26 FEET WEST OF THE CENTERLINE OF THE DIRT
 JD0729'ROAD, 3 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET NORTH OF A
 JD0729'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JD0729'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1839 ***********************************************************************
 JD1839  DESIGNATION -  G 283
 JD1839  PID         -  JD1839
 JD1839  STATE/COUNTY-  MO/LAFAYETTE
 JD1839  USGS QUAD   -  KNOB NOSTER NW (1981)
 JD1839
 JD1839                         *CURRENT SURVEY CONTROL
 JD1839  ___________________________________________________________________
 JD1839* NAD 83(1986)-  38 58 56.     (N)    093 37 58.     (W)     SCALED    
 JD1839* NAVD 88     -       248.732  (meters)     816.05   (feet)  ADJUSTED  
 JD1839  ___________________________________________________________________
 JD1839  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1839  DYNAMIC HT  -         248.572 (meters)     815.52  (feet)  COMP
 JD1839  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 JD1839
 JD1839  VERT ORDER  -  SECOND    CLASS 0
 JD1839
 JD1839.The horizontal coordinates were scaled from a topographic map and have
 JD1839.an estimated accuracy of +/- 6 seconds.
 JD1839
 JD1839.The orthometric height was determined by differential leveling
 JD1839.and adjusted by the National Geodetic Survey in June 1991..
 JD1839
 JD1839.The geoid height was determined by GEOID03.
 JD1839
 JD1839.The dynamic height is computed by dividing the NAVD 88
 JD1839.geopotential number by the normal gravity value computed on the
 JD1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1839.degrees latitude (g = 980.6199 gals.).
 JD1839
 JD1839.The modeled gravity was interpolated from observed gravity values.
 JD1839
 JD1839;                    North         East    Units  Estimated Accuracy
 JD1839;SPC MO W     -   312,830.      925,140.      MT  (+/- 180 meters Scaled)
 JD1839
 JD1839                          SUPERSEDED SURVEY CONTROL
 JD1839
 JD1839  NGVD 29 (??/??/92)  248.643  (m)          815.76   (f) ADJ UNCH    2 0
 JD1839
 JD1839.Superseded values are not recommended for survey control.
 JD1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1839.See file dsdata.txt to determine how the superseded data were derived.
 JD1839
 JD1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD451149(NAD 83)
 JD1839_MARKER: DB = BENCH MARK DISK
 JD1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1839_STAMPING: G 283 1962
 JD1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1839+STABILITY: SURFACE MOTION
 JD1839
 JD1839  HISTORY     - Date     Condition        Report By
 JD1839  HISTORY     - 1962     MONUMENTED       CGS
 JD1839
 JD1839                          STATION DESCRIPTION
 JD1839
 JD1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1839'3.6 MI W FROM CONCORDIA.
 JD1839'ABOUT 3.55 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1839'THE STATION AT CONCORDIA, 81 FEET NORTHWEST OF THE CENTER OF
 JD1839'A ROAD CROSSING, 57 FEET NORTH OF THE NORTH RAIL, 25 FEET WEST
 JD1839'OF THE CENTERLINE OF A ROAD, 3 FEET NORTH OF A POWER POLE,
 JD1839'1.5 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 JD1839'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1839'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0519 ***********************************************************************
 KD0519  DESIGNATION -  G 284
 KD0519  PID         -  KD0519
 KD0519  STATE/COUNTY-  MO/SALINE
 KD0519  USGS QUAD   -  BLACKBURN (1978)
 KD0519
 KD0519                         *CURRENT SURVEY CONTROL
 KD0519  ___________________________________________________________________
 KD0519* NAD 83(1986)-  39 04 11.     (N)    093 22 37.     (W)     SCALED    
 KD0519* NAVD 88     -       235.103  (meters)     771.33   (feet)  ADJUSTED  
 KD0519  ___________________________________________________________________
 KD0519  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0519  DYNAMIC HT  -         234.955 (meters)     770.85  (feet)  COMP
 KD0519  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 KD0519
 KD0519  VERT ORDER  -  SECOND    CLASS 0
 KD0519
 KD0519.The horizontal coordinates were scaled from a topographic map and have
 KD0519.an estimated accuracy of +/- 6 seconds.
 KD0519
 KD0519.The orthometric height was determined by differential leveling
 KD0519.and adjusted by the National Geodetic Survey in June 1991..
 KD0519
 KD0519.The geoid height was determined by GEOID03.
 KD0519
 KD0519.The dynamic height is computed by dividing the NAVD 88
 KD0519.geopotential number by the normal gravity value computed on the
 KD0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0519.degrees latitude (g = 980.6199 gals.).
 KD0519
 KD0519.The modeled gravity was interpolated from observed gravity values.
 KD0519
 KD0519;                    North         East    Units  Estimated Accuracy
 KD0519;SPC MO C     -   359,540.      424,110.      MT  (+/- 180 meters Scaled)
 KD0519
 KD0519                          SUPERSEDED SURVEY CONTROL
 KD0519
 KD0519  NGVD 29 (??/??/92)  235.021  (m)          771.06   (f) ADJ UNCH    2 0
 KD0519
 KD0519.Superseded values are not recommended for survey control.
 KD0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0519.See file dsdata.txt to determine how the superseded data were derived.
 KD0519
 KD0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD673245(NAD 83)
 KD0519_MARKER: DB = BENCH MARK DISK
 KD0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0519_STAMPING: JAN 1963
 KD0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0519+STABILITY: SURFACE MOTION
 KD0519
 KD0519  HISTORY     - Date     Condition        Report By
 KD0519  HISTORY     - 1963     MONUMENTED       CGS
 KD0519
 KD0519                          STATION DESCRIPTION
 KD0519
 KD0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KD0519'9.8 MI NE FROM SWEET SPRINGS.
 KD0519'ABOUT 7.5 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION
 KD0519'OF HIGHWAY 127 AND INTERSTATE HIGHWAY 70 AT SWEET SPRINGS, THENCE
 KD0519'1.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG
 KD0519'A GRAVELED ROAD, THENCE 0.8 MILE EAST ALONG A GRAVELED ROAD, AT A
 KD0519'ROAD JUNCTION, 26 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 KD0519'17 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 21 FEET WEST OF THE
 KD0519'CENTERLINE OF THE SIDE ROAD, 7 FEET WEST OF A FENCE CORNER, 1.5
 KD0519'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK IN
 KD0519'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0462 ***********************************************************************
 KD0462  DESIGNATION -  G 285
 KD0462  PID         -  KD0462
 KD0462  STATE/COUNTY-  MO/SALINE
 KD0462  USGS QUAD   -  BLACKBURN (1978)
 KD0462
 KD0462                         *CURRENT SURVEY CONTROL
 KD0462  ___________________________________________________________________
 KD0462* NAD 83(1986)-  39 00 46.     (N)    093 24 12.     (W)     SCALED    
 KD0462* NAVD 88     -       207.483  (meters)     680.72   (feet)  ADJUSTED  
 KD0462  ___________________________________________________________________
 KD0462  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0462  DYNAMIC HT  -         207.350 (meters)     680.28  (feet)  COMP
 KD0462  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 KD0462
 KD0462  VERT ORDER  -  FIRST     CLASS II
 KD0462
 KD0462.The horizontal coordinates were scaled from a topographic map and have
 KD0462.an estimated accuracy of +/- 6 seconds.
 KD0462
 KD0462.The orthometric height was determined by differential leveling
 KD0462.and adjusted by the National Geodetic Survey in June 1991..
 KD0462
 KD0462.The geoid height was determined by GEOID03.
 KD0462
 KD0462.The dynamic height is computed by dividing the NAVD 88
 KD0462.geopotential number by the normal gravity value computed on the
 KD0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0462.degrees latitude (g = 980.6199 gals.).
 KD0462
 KD0462.The modeled gravity was interpolated from observed gravity values.
 KD0462
 KD0462;                    North         East    Units  Estimated Accuracy
 KD0462;SPC MO C     -   353,240.      421,770.      MT  (+/- 180 meters Scaled)
 KD0462
 KD0462                          SUPERSEDED SURVEY CONTROL
 KD0462
 KD0462  NGVD 29 (??/??/92)  207.399  (m)          680.44   (f) ADJ UNCH    1 2
 KD0462
 KD0462.Superseded values are not recommended for survey control.
 KD0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0462.See file dsdata.txt to determine how the superseded data were derived.
 KD0462
 KD0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD650182(NAD 83)
 KD0462_MARKER: DB = BENCH MARK DISK
 KD0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0462_STAMPING: G 285 1962
 KD0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0462+STABILITY: SURFACE MOTION
 KD0462
 KD0462  HISTORY     - Date     Condition        Report By
 KD0462  HISTORY     - 1962     MONUMENTED       CGS
 KD0462
 KD0462                          STATION DESCRIPTION
 KD0462
 KD0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0462'4 MI N FROM SWEET SPRINGS.
 KD0462'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0462'SCHOOL AT SWEET SPRINGS, THENCE 0.55 MILE EAST ALONG A GRADED
 KD0462'ROAD AT A T ROAD JUNCTION LEADING NORTH, 41 FEET NORTHEAST OF
 KD0462'THE CENTER OF THE JUNCTION, 34 FEET NORTH OF THE CENTERLINE OF
 KD0462'THE EAST-WEST ROAD, 30 FEET EAST OF THE CENTERLINE OF THE ROAD
 KD0462'LEADING NORTH, 10 FEET NORTH OF A FENCE CORNER, 3.5 FEET SOUTH
 KD0462'OF THE SOUTH GATE POST OF A WOODEN GATE, 1.2 FEET WEST OF THE
 KD0462'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET
 KD0462'ABOVE THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KD0462'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0543 ***********************************************************************
 KD0543  DESIGNATION -  G 286
 KD0543  PID         -  KD0543
 KD0543  STATE/COUNTY-  MO/LAFAYETTE
 KD0543  USGS QUAD   -  BLACKBURN (1978)
 KD0543
 KD0543                         *CURRENT SURVEY CONTROL
 KD0543  ___________________________________________________________________
 KD0543* NAD 83(1986)-  39 07 29.     (N)    093 29 14.     (W)     SCALED    
 KD0543* NAVD 88     -       225.382  (meters)     739.44   (feet)  ADJUSTED  
 KD0543  ___________________________________________________________________
 KD0543  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KD0543  DYNAMIC HT  -         225.241 (meters)     738.98  (feet)  COMP
 KD0543  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 KD0543
 KD0543  VERT ORDER  -  SECOND    CLASS 0
 KD0543
 KD0543.The horizontal coordinates were scaled from a topographic map and have
 KD0543.an estimated accuracy of +/- 6 seconds.
 KD0543
 KD0543.The orthometric height was determined by differential leveling
 KD0543.and adjusted by the National Geodetic Survey in June 1991..
 KD0543
 KD0543.The geoid height was determined by GEOID03.
 KD0543
 KD0543.The dynamic height is computed by dividing the NAVD 88
 KD0543.geopotential number by the normal gravity value computed on the
 KD0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0543.degrees latitude (g = 980.6199 gals.).
 KD0543
 KD0543.The modeled gravity was interpolated from observed gravity values.
 KD0543
 KD0543;                    North         East    Units  Estimated Accuracy
 KD0543;SPC MO W     -   328,780.      937,580.      MT  (+/- 180 meters Scaled)
 KD0543
 KD0543                          SUPERSEDED SURVEY CONTROL
 KD0543
 KD0543  NGVD 29 (??/??/92)  225.282  (m)          739.11   (f) ADJ UNCH    2 0
 KD0543
 KD0543.Superseded values are not recommended for survey control.
 KD0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0543.See file dsdata.txt to determine how the superseded data were derived.
 KD0543
 KD0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD578307(NAD 83)
 KD0543_MARKER: DB = BENCH MARK DISK
 KD0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0543_STAMPING: G 286 1962
 KD0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0543+STABILITY: SURFACE MOTION
 KD0543
 KD0543  HISTORY     - Date     Condition        Report By
 KD0543  HISTORY     - 1962     MONUMENTED       CGS
 KD0543  HISTORY     - 20050711 MARK NOT FOUND   MODNR
 KD0543
 KD0543                          STATION DESCRIPTION
 KD0543
 KD0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0543'1.6 MI N FROM BLACKBURN.
 KD0543'ABOUT 0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 KD0543'BLACKBURN, THENCE 0.25 MILE WEST ALONG COUNTY ROAD, THENCE 0.55
 KD0543'MILE NORTH ALONG COUNTY ROAD AT A T INTERSECTION LEADING WEST,
 KD0543'63 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 58.5 FEET SOUTH OF
 KD0543'THE CENTERLINE OF THE ROAD LEADING WEST, 27 FEET WEST OF THE
 KD0543'CENTERLINE OF THE NORTH-SOUTH ROAD, 2.3 FEET SOUTH OF A TELEPHONE
 KD0543'POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE
 KD0543'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KD0543'0.5 FOOT.
 KD0543
 KD0543                          STATION RECOVERY (2005)
 KD0543
 KD0543'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0703 ***********************************************************************
 KD0703  DESIGNATION -  G 287
 KD0703  PID         -  KD0703
 KD0703  STATE/COUNTY-  MO/LAFAYETTE
 KD0703  USGS QUAD   -  DOVER (1978)
 KD0703
 KD0703                         *CURRENT SURVEY CONTROL
 KD0703  ___________________________________________________________________
 KD0703* NAD 83(1986)-  39 11 44.     (N)    093 38 26.     (W)     SCALED    
 KD0703* NAVD 88     -       268.948  (meters)     882.37   (feet)  ADJUSTED  
 KD0703  ___________________________________________________________________
 KD0703  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0703  DYNAMIC HT  -         268.780 (meters)     881.82  (feet)  COMP
 KD0703  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 KD0703
 KD0703  VERT ORDER  -  FIRST     CLASS II
 KD0703
 KD0703.The horizontal coordinates were scaled from a topographic map and have
 KD0703.an estimated accuracy of +/- 6 seconds.
 KD0703
 KD0703.The orthometric height was determined by differential leveling
 KD0703.and adjusted by the National Geodetic Survey in June 1991..
 KD0703
 KD0703.The geoid height was determined by GEOID03.
 KD0703
 KD0703.The dynamic height is computed by dividing the NAVD 88
 KD0703.geopotential number by the normal gravity value computed on the
 KD0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0703.degrees latitude (g = 980.6199 gals.).
 KD0703
 KD0703.The modeled gravity was interpolated from observed gravity values.
 KD0703
 KD0703;                    North         East    Units  Estimated Accuracy
 KD0703;SPC MO W     -   336,510.      924,240.      MT  (+/- 180 meters Scaled)
 KD0703
 KD0703                          SUPERSEDED SURVEY CONTROL
 KD0703
 KD0703  NGVD 29 (??/??/92)  268.833  (m)          882.00   (f) ADJ UNCH    1 2
 KD0703
 KD0703.Superseded values are not recommended for survey control.
 KD0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0703.See file dsdata.txt to determine how the superseded data were derived.
 KD0703
 KD0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD446386(NAD 83)
 KD0703_MARKER: DB = BENCH MARK DISK
 KD0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0703_SP_SET: CONCRETE POST
 KD0703_STAMPING: G 287 1962
 KD0703_MARK LOGO: CGS   
 KD0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0703+STABILITY: SURFACE MOTION
 KD0703
 KD0703  HISTORY     - Date     Condition        Report By
 KD0703  HISTORY     - 1962     MONUMENTED       CGS
 KD0703  HISTORY     - 1986     GOOD             NGS
 KD0703
 KD0703                          STATION DESCRIPTION
 KD0703
 KD0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0703'2.7 MI SW FROM HODGE.
 KD0703'2.7 MILES SOUTHWEST ALONG ASPHALT COUNTY ROAD NO. N FROM THE
 KD0703'GENERAL STORE AND POST OFFICE AT HODGE, 71 FEET NORTHWEST OF THE
 KD0703'CENTER OF THE JUNCTION OF U.S. HIGHWAY 24, 55 FEET WEST OF THE
 KD0703'CENTERLINE OF THE COUNTY ROAD, 43 FEET NORTH OF THE CENTERLINE
 KD0703'OF THE HIGHWAY, 1.3 FEET WEST OF A TELEPHONE POLE BRACED BY A
 KD0703'GUY WIRE, 1.3 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS
 KD0703'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 KD0703'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 KD0703
 KD0703                          STATION RECOVERY (1986)
 KD0703
 KD0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0703'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.3 KM (2.65
 KD0703'MI) SOUTHERLY ALONG COUNTY ROAD N FROM ITS JUNCTION WITH THE MISSOURI
 KD0703'PACIFIC RAILROAD IN HODGE.  ADD--0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 KD0703'POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0803 ***********************************************************************
 KD0803  DESIGNATION -  G 288
 KD0803  PID         -  KD0803
 KD0803  STATE/COUNTY-  MO/LAFAYETTE
 KD0803  USGS QUAD   -  ODESSA NORTH (1978)
 KD0803
 KD0803                         *CURRENT SURVEY CONTROL
 KD0803  ___________________________________________________________________
 KD0803* NAD 83(1986)-  39 05 17.     (N)    093 58 56.     (W)     SCALED    
 KD0803* NAVD 88     -       257.283  (meters)     844.10   (feet)  ADJUSTED  
 KD0803  ___________________________________________________________________
 KD0803  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0803  DYNAMIC HT  -         257.119 (meters)     843.56  (feet)  COMP
 KD0803  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 KD0803
 KD0803  VERT ORDER  -  SECOND    CLASS 0
 KD0803
 KD0803.The horizontal coordinates were scaled from a topographic map and have
 KD0803.an estimated accuracy of +/- 6 seconds.
 KD0803
 KD0803.The orthometric height was determined by differential leveling
 KD0803.and adjusted by the National Geodetic Survey in June 1991..
 KD0803
 KD0803.The geoid height was determined by GEOID03.
 KD0803
 KD0803.The dynamic height is computed by dividing the NAVD 88
 KD0803.geopotential number by the normal gravity value computed on the
 KD0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0803.degrees latitude (g = 980.6199 gals.).
 KD0803
 KD0803.The modeled gravity was interpolated from observed gravity values.
 KD0803
 KD0803;                    North         East    Units  Estimated Accuracy
 KD0803;SPC MO W     -   324,350.      894,800.      MT  (+/- 180 meters Scaled)
 KD0803
 KD0803                          SUPERSEDED SURVEY CONTROL
 KD0803
 KD0803  NGVD 29 (??/??/92)  257.180  (m)          843.76   (f) ADJ UNCH    2 0
 KD0803
 KD0803.Superseded values are not recommended for survey control.
 KD0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0803.See file dsdata.txt to determine how the superseded data were derived.
 KD0803
 KD0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD150270(NAD 83)
 KD0803_MARKER: DB = BENCH MARK DISK
 KD0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0803_STAMPING: G 288 1962
 KD0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0803+STABILITY: SURFACE MOTION
 KD0803
 KD0803  HISTORY     - Date     Condition        Report By
 KD0803  HISTORY     - 1962     MONUMENTED       CGS
 KD0803  HISTORY     - 20060902 GOOD             GEOCAC
 KD0803
 KD0803                          STATION DESCRIPTION
 KD0803
 KD0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0803'3.2 MI S FROM WELLINGTON.
 KD0803'3.15 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE HIGH SCHOOL AT
 KD0803'WELLINGTON, 30.6 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 KD0803'A COUNTY ROAD LEADING EAST, 42.0 FEET EAST OF THE CENTERLINE OF
 KD0803'THE HIGHWAY, 33.4 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 KD0803'ROAD, 2.0 FEET EAST OF A TELEPHONE POLE BRACED BY TWO GUY WIRES,
 KD0803'1.5 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 KD0803'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KD0803'0.4 FOOT.
 KD0803
 KD0803                          STATION RECOVERY (2006)
 KD0803
 KD0803'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0803'DELETE THE TELEPHONE POLE FROM THE DESCRIPTION.
 KD0803'HH2 N39 05 17.0 W93 58 55.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0231 ***********************************************************************
 KD0231  DESIGNATION -  G 289
 KD0231  PID         -  KD0231
 KD0231  STATE/COUNTY-  MO/COOPER
 KD0231  USGS QUAD   -  ARROW ROCK (1971)
 KD0231
 KD0231                         *CURRENT SURVEY CONTROL
 KD0231  ___________________________________________________________________
 KD0231* NAD 83(1986)-  39 00 04.     (N)    092 58 38.     (W)     SCALED    
 KD0231* NAVD 88     -       223.180  (meters)     732.22   (feet)  ADJUSTED  
 KD0231  ___________________________________________________________________
 KD0231  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0231  DYNAMIC HT  -         223.040 (meters)     731.76  (feet)  COMP
 KD0231  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 KD0231
 KD0231  VERT ORDER  -  SECOND    CLASS 0
 KD0231
 KD0231.The horizontal coordinates were scaled from a topographic map and have
 KD0231.an estimated accuracy of +/- 6 seconds.
 KD0231
 KD0231.The orthometric height was determined by differential leveling
 KD0231.and adjusted by the National Geodetic Survey in June 1991..
 KD0231
 KD0231.The geoid height was determined by GEOID03.
 KD0231
 KD0231.The dynamic height is computed by dividing the NAVD 88
 KD0231.geopotential number by the normal gravity value computed on the
 KD0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0231.degrees latitude (g = 980.6199 gals.).
 KD0231
 KD0231.The modeled gravity was interpolated from observed gravity values.
 KD0231
 KD0231;                    North         East    Units  Estimated Accuracy
 KD0231;SPC MO C     -   351,660.      458,660.      MT  (+/- 180 meters Scaled)
 KD0231
 KD0231                          SUPERSEDED SURVEY CONTROL
 KD0231
 KD0231  NGVD 29 (??/??/92)  223.108  (m)          731.98   (f) ADJ UNCH    2 0
 KD0231
 KD0231.Superseded values are not recommended for survey control.
 KD0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0231.See file dsdata.txt to determine how the superseded data were derived.
 KD0231
 KD0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD019169(NAD 83)
 KD0231_MARKER: DB = BENCH MARK DISK
 KD0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0231_STAMPING: G 289 1962
 KD0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0231+STABILITY: SURFACE MOTION
 KD0231
 KD0231  HISTORY     - Date     Condition        Report By
 KD0231  HISTORY     - 1962     MONUMENTED       CGS
 KD0231  HISTORY     - 1967     GOOD             NGS
 KD0231
 KD0231                          STATION DESCRIPTION
 KD0231
 KD0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0231'2.1 MI NE FROM BLACKWATER.
 KD0231'ABOUT 1.2 MILES NORTHEAST ALONG COUNTY ROAD K FROM THE RAILROAD
 KD0231'STATION AT BLACKWATER, THENCE 0.9 MILE NORTH ALONG A COUNTY ROAD,
 KD0231'AT THE T JUNCTION OF A PRIVATE DRIVEWAY LEADING WEST, 23.4 FEET
 KD0231'NORTHWEST OF THE CENTER OF THE JUNCTION, 20.5 FEET WEST OF THE
 KD0231'CENTERLINE OF THE COUNTY ROAD, 12 FEET NORTH OF THE CENTERLINE
 KD0231'OF THE DRIVEWAY, 1.9 FEET NORTH OF CORNER FENCE POST, 1.0 FEET
 KD0231'EAST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 KD0231'ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KD0231'0.5 FOOT.
 KD0231
 KD0231                          STATION RECOVERY (1967)
 KD0231
 KD0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0329 ***********************************************************************
 HD0329  DESIGNATION -  G 29
 HD0329  PID         -  HD0329
 HD0329  STATE/COUNTY-  MO/WRIGHT
 HD0329  USGS QUAD   -  HARTVILLE (1956)
 HD0329
 HD0329                         *CURRENT SURVEY CONTROL
 HD0329  ___________________________________________________________________
 HD0329* NAD 83(1986)-  37 20 19.     (N)    092 35 36.     (W)     SCALED    
 HD0329* NAVD 88     -       448.837  (meters)    1472.56   (feet)  ADJUSTED  
 HD0329  ___________________________________________________________________
 HD0329  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HD0329  DYNAMIC HT  -         448.480 (meters)    1471.39  (feet)  COMP
 HD0329  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 HD0329
 HD0329  VERT ORDER  -  SECOND    CLASS 0
 HD0329
 HD0329.The horizontal coordinates were scaled from a topographic map and have
 HD0329.an estimated accuracy of +/- 6 seconds.
 HD0329
 HD0329.The orthometric height was determined by differential leveling
 HD0329.and adjusted by the National Geodetic Survey in June 1991..
 HD0329
 HD0329.The geoid height was determined by GEOID03.
 HD0329
 HD0329.The dynamic height is computed by dividing the NAVD 88
 HD0329.geopotential number by the normal gravity value computed on the
 HD0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0329.degrees latitude (g = 980.6199 gals.).
 HD0329
 HD0329.The modeled gravity was interpolated from observed gravity values.
 HD0329
 HD0329;                    North         East    Units  Estimated Accuracy
 HD0329;SPC MO C     -   167,030.      491,730.      MT  (+/- 180 meters Scaled)
 HD0329
 HD0329                          SUPERSEDED SURVEY CONTROL
 HD0329
 HD0329  NGVD 29 (??/??/92)  448.704  (m)         1472.12   (f) ADJ UNCH    2 0
 HD0329
 HD0329.Superseded values are not recommended for survey control.
 HD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0329.See file dsdata.txt to determine how the superseded data were derived.
 HD0329
 HD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB360325(NAD 83)
 HD0329_MARKER: DB = BENCH MARK DISK
 HD0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0329_STAMPING: G 29 1934
 HD0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0329+STABILITY: SURFACE MOTION
 HD0329
 HD0329  HISTORY     - Date     Condition        Report By
 HD0329  HISTORY     - 1934     MONUMENTED       CGS
 HD0329  HISTORY     - 1956     MARK NOT FOUND   NGS
 HD0329  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0329  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0329
 HD0329                          STATION DESCRIPTION
 HD0329
 HD0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HD0329'4.9 MI S FROM GROVESPRING.
 HD0329'4.9 MILES SOUTH ALONG STATE HIGHWAY 5 FROM GROVESPRING, WRIGHT
 HD0329'COUNTY, IN THE NORTHEAST QUARTER OF SECTION 9, T 30 N, R 15 W,
 HD0329'45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET SOUTH
 HD0329'OF THE CENTERLINE OF A DIM ROAD LEADING EAST, AND 10.5 FEET
 HD0329'NORTH OF A 15-INCH POST OAK TREE.  A STANDARD DISK, STAMPED
 HD0329'G 29 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- DESCRIPTION
 HD0329'IS MISLEADING WITH REGARD TO MILES FROM GROVESPRING AND LOCATION
 HD0329'IN NE QUARTER OF SECTION 9.
 HD0329
 HD0329                          STATION RECOVERY (1977)
 HD0329
 HD0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0329'MARK NOT FOUND.
 HD0329
 HD0329                          STATION RECOVERY (1977)
 HD0329
 HD0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1208 ***********************************************************************
 JD1208  DESIGNATION -  G 290
 JD1208  PID         -  JD1208
 JD1208  STATE/COUNTY-  MO/PETTIS
 JD1208  USGS QUAD   -  HOUSTONIA (1973)
 JD1208
 JD1208                         *CURRENT SURVEY CONTROL
 JD1208  ___________________________________________________________________
 JD1208* NAD 83(1986)-  38 54 36.     (N)    093 18 07.     (W)     SCALED    
 JD1208* NAVD 88     -       231.716  (meters)     760.22   (feet)  ADJUSTED  
 JD1208  ___________________________________________________________________
 JD1208  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1208  DYNAMIC HT  -         231.567 (meters)     759.73  (feet)  COMP
 JD1208  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 JD1208
 JD1208  VERT ORDER  -  SECOND    CLASS 0
 JD1208
 JD1208.The horizontal coordinates were scaled from a topographic map and have
 JD1208.an estimated accuracy of +/- 6 seconds.
 JD1208
 JD1208.The orthometric height was determined by differential leveling
 JD1208.and adjusted by the National Geodetic Survey in June 1991..
 JD1208
 JD1208.The geoid height was determined by GEOID03.
 JD1208
 JD1208.The dynamic height is computed by dividing the NAVD 88
 JD1208.geopotential number by the normal gravity value computed on the
 JD1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1208.degrees latitude (g = 980.6199 gals.).
 JD1208
 JD1208.The modeled gravity was interpolated from observed gravity values.
 JD1208
 JD1208;                    North         East    Units  Estimated Accuracy
 JD1208;SPC MO C     -   341,750.      430,450.      MT  (+/- 180 meters Scaled)
 JD1208
 JD1208                          SUPERSEDED SURVEY CONTROL
 JD1208
 JD1208  NGVD 29 (??/??/92)  231.629  (m)          759.94   (f) ADJ UNCH    2 0
 JD1208
 JD1208.Superseded values are not recommended for survey control.
 JD1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1208.See file dsdata.txt to determine how the superseded data were derived.
 JD1208
 JD1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD738068(NAD 83)
 JD1208_MARKER: DB = BENCH MARK DISK
 JD1208_SETTING: 66 = SET IN ROCK OUTCROP
 JD1208_SP_SET: ROCK OUTCROP
 JD1208_STAMPING: G 290 1962
 JD1208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1208+STABILITY: POSITION/ELEVATION WELL
 JD1208
 JD1208  HISTORY     - Date     Condition        Report By
 JD1208  HISTORY     - 1962     MONUMENTED       CGS
 JD1208  HISTORY     - 1963     GOOD             NGS
 JD1208
 JD1208                          STATION DESCRIPTION
 JD1208
 JD1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1208'21.4 MI NW FROM SEDALIA.
 JD1208'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1208'STATION AT SEDALIA, THENCE 15.15 MILE NORTH ALONG U.S. HIGHWAY 65,
 JD1208'THENCE 6.05 MILE WEST SOUTHWEST ALONG COUNTY ROAD CC, IN THE NORTH
 JD1208'FACE OF A LIMESTONE ROCK OUTCROP, IN THE BANK OF A DRY CREEK,
 JD1208'EAST OF A ROAD INTERSECTION, 144 FEET SOUTH OF THE CENTERLINE OF THE
 JD1208'COUNTY ROAD, 120 FEET SOUTH OF THE SOUTH END OF A METAL CULVERT,
 JD1208'1.9 FEET ABOVE THE GROUND, ABOUT LEVEL WITH THE ROAD, A DISK
 JD1208'DRILLED IN VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1152 ***********************************************************************
 JD1152  DESIGNATION -  G 291
 JD1152  PID         -  JD1152
 JD1152  STATE/COUNTY-  MO/PETTIS
 JD1152  USGS QUAD   -  HUGHESVILLE (1973)
 JD1152
 JD1152                         *CURRENT SURVEY CONTROL
 JD1152  ___________________________________________________________________
 JD1152* NAD 83(1986)-  38 51 12.     (N)    093 17 12.     (W)     SCALED    
 JD1152* NAVD 88     -       233.213  (meters)     765.13   (feet)  ADJUSTED  
 JD1152  ___________________________________________________________________
 JD1152  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1152  DYNAMIC HT  -         233.060 (meters)     764.63  (feet)  COMP
 JD1152  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 JD1152
 JD1152  VERT ORDER  -  SECOND    CLASS 0
 JD1152
 JD1152.The horizontal coordinates were scaled from a topographic map and have
 JD1152.an estimated accuracy of +/- 6 seconds.
 JD1152
 JD1152.The orthometric height was determined by differential leveling
 JD1152.and adjusted by the National Geodetic Survey in June 1991..
 JD1152
 JD1152.The geoid height was determined by GEOID03.
 JD1152
 JD1152.The dynamic height is computed by dividing the NAVD 88
 JD1152.geopotential number by the normal gravity value computed on the
 JD1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1152.degrees latitude (g = 980.6199 gals.).
 JD1152
 JD1152.The modeled gravity was interpolated from observed gravity values.
 JD1152
 JD1152;                    North         East    Units  Estimated Accuracy
 JD1152;SPC MO C     -   335,440.      431,720.      MT  (+/- 180 meters Scaled)
 JD1152
 JD1152                          SUPERSEDED SURVEY CONTROL
 JD1152
 JD1152  NGVD 29 (??/??/92)  233.125  (m)          764.84   (f) ADJ UNCH    2 0
 JD1152
 JD1152.Superseded values are not recommended for survey control.
 JD1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1152.See file dsdata.txt to determine how the superseded data were derived.
 JD1152
 JD1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD751005(NAD 83)
 JD1152_MARKER: DB = BENCH MARK DISK
 JD1152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1152_SP_SET: CULVERT
 JD1152_STAMPING: G 291 1963
 JD1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1152
 JD1152  HISTORY     - Date     Condition        Report By
 JD1152  HISTORY     - 1963     MONUMENTED       CGS
 JD1152
 JD1152                          STATION DESCRIPTION
 JD1152
 JD1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1152'14.6 MI NW FROM SEDALIA.
 JD1152'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1152'STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S. HIGHWAY
 JD1152'65, THENCE 4.4 MILES SOUTHWEST ALONG HIGHWAY D, 0.05 MILE EAST
 JD1152'OF THE JUNCTION OF A T-ROAD LEADING NORTH, 14.5 FEET SOUTH OF THE
 JD1152'CENTERLINE OF THE HIGHWAY, 0.6 FEET WEST OF THE EAST EDGE OF A
 JD1152'CONCRETE HEADWALL, SET IN THE TOP OF THE EAST END OF THE HEADWALL,
 JD1152'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0538 ***********************************************************************
 JD0538  DESIGNATION -  G 292
 JD0538  PID         -  JD0538
 JD0538  STATE/COUNTY-  MO/COOPER
 JD0538  USGS QUAD   -  TIPTON (1979)
 JD0538
 JD0538                         *CURRENT SURVEY CONTROL
 JD0538  ___________________________________________________________________
 JD0538* NAD 83(1986)-  38 42 42.     (N)    092 51 11.     (W)     SCALED    
 JD0538* NAVD 88     -       255.852  (meters)     839.41   (feet)  ADJUSTED  
 JD0538  ___________________________________________________________________
 JD0538  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0538  DYNAMIC HT  -         255.680 (meters)     838.84  (feet)  COMP
 JD0538  MODELED GRAV-     979,946.6   (mgal)                       NAVD 88
 JD0538
 JD0538  VERT ORDER  -  SECOND    CLASS 0
 JD0538
 JD0538.The horizontal coordinates were scaled from a topographic map and have
 JD0538.an estimated accuracy of +/- 6 seconds.
 JD0538
 JD0538.The orthometric height was determined by differential leveling
 JD0538.and adjusted by the National Geodetic Survey in June 1991..
 JD0538
 JD0538.The geoid height was determined by GEOID03.
 JD0538
 JD0538.The dynamic height is computed by dividing the NAVD 88
 JD0538.geopotential number by the normal gravity value computed on the
 JD0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0538.degrees latitude (g = 980.6199 gals.).
 JD0538
 JD0538.The modeled gravity was interpolated from observed gravity values.
 JD0538
 JD0538;                    North         East    Units  Estimated Accuracy
 JD0538;SPC MO C     -   319,480.      469,290.      MT  (+/- 180 meters Scaled)
 JD0538
 JD0538                          SUPERSEDED SURVEY CONTROL
 JD0538
 JD0538  NGVD 29 (??/??/92)  255.757  (m)          839.10   (f) ADJ UNCH    2 0
 JD0538
 JD0538.Superseded values are not recommended for survey control.
 JD0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0538.See file dsdata.txt to determine how the superseded data were derived.
 JD0538
 JD0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC127847(NAD 83)
 JD0538_MARKER: DB = BENCH MARK DISK
 JD0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0538_SP_SET: CULVERT
 JD0538_STAMPING: G 292 1963
 JD0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0538
 JD0538  HISTORY     - Date     Condition        Report By
 JD0538  HISTORY     - 1963     MONUMENTED       CGS
 JD0538  HISTORY     - 20050407 GOOD             GEOCAC
 JD0538
 JD0538                          STATION DESCRIPTION
 JD0538
 JD0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0538'3.8 MI NE FROM SYRACUSE.
 JD0538'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0538'STATION AT SYRACUSE, THENCE 2.95 MILES NORTH ALONG STATE HIGHWAY
 JD0538'5, 17.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE
 JD0538'SOUTH END OF THE WEST CONCRETE HEADWALL OF A DOUBLE 8 X 8 FOOT
 JD0538'CONCRETE CULVERT UNDER THE HIGHWAY, 0.6 FOOT NORTH OF THE SOUTH
 JD0538'EDGE OF THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 JD0538
 JD0538                          STATION RECOVERY (2005)
 JD0538
 JD0538'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0759 ***********************************************************************
 KD0759  DESIGNATION -  G 293
 KD0759  PID         -  KD0759
 KD0759  STATE/COUNTY-  MO/LAFAYETTE
 KD0759  USGS QUAD   -  ODESSA NORTH (1978)
 KD0759
 KD0759                         *CURRENT SURVEY CONTROL
 KD0759  ___________________________________________________________________
 KD0759* NAD 83(1986)-  39 00 23.     (N)    093 55 07.     (W)     SCALED    
 KD0759* NAVD 88     -       259.670  (meters)     851.93   (feet)  ADJUSTED  
 KD0759  ___________________________________________________________________
 KD0759  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0759  DYNAMIC HT  -         259.502 (meters)     851.38  (feet)  COMP
 KD0759  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 KD0759
 KD0759  VERT ORDER  -  SECOND    CLASS 0
 KD0759
 KD0759.The horizontal coordinates were scaled from a topographic map and have
 KD0759.an estimated accuracy of +/- 6 seconds.
 KD0759
 KD0759.The orthometric height was determined by differential leveling
 KD0759.and adjusted by the National Geodetic Survey in June 1991..
 KD0759
 KD0759.The geoid height was determined by GEOID03.
 KD0759
 KD0759.The dynamic height is computed by dividing the NAVD 88
 KD0759.geopotential number by the normal gravity value computed on the
 KD0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0759.degrees latitude (g = 980.6199 gals.).
 KD0759
 KD0759.The modeled gravity was interpolated from observed gravity values.
 KD0759
 KD0759;                    North         East    Units  Estimated Accuracy
 KD0759;SPC MO W     -   315,320.      900,360.      MT  (+/- 180 meters Scaled)
 KD0759
 KD0759                          SUPERSEDED SURVEY CONTROL
 KD0759
 KD0759  NGVD 29 (??/??/92)  259.570  (m)          851.61   (f) ADJ UNCH    2 0
 KD0759
 KD0759.Superseded values are not recommended for survey control.
 KD0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0759.See file dsdata.txt to determine how the superseded data were derived.
 KD0759
 KD0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD204178(NAD 83)
 KD0759_MARKER: DB = BENCH MARK DISK
 KD0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0759_SP_SET: CULVERT
 KD0759_STAMPING: G 293 1962
 KD0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0759+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 KD0759
 KD0759  HISTORY     - Date     Condition        Report By
 KD0759  HISTORY     - 1962     MONUMENTED       CGS
 KD0759  HISTORY     - 1963     GOOD             NGS
 KD0759  HISTORY     - 20060902 GOOD             GEOCAC
 KD0759
 KD0759                          STATION DESCRIPTION
 KD0759
 KD0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0759'2.4 MI E FROM ODESSA.
 KD0759'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST
 KD0759'OFFICE AT ODESSA, THENCE 1.7 MILES EAST ALONG INTERSTATE HIGHWAY
 KD0759'70, 48 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 KD0759'LANE, SET IN THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 KD0759'6 X 8 FOOT CULVERT, AND ABOUT 12 FEET BELOW THE LEVEL OF THE
 KD0759'HIGHWAY.
 KD0759
 KD0759                          STATION RECOVERY (2006)
 KD0759
 KD0759'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0759'HH2 N39 00 25.4 W93 55 07.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0773 ***********************************************************************
 KD0773  DESIGNATION -  G 294
 KD0773  PID         -  KD0773
 KD0773  STATE/COUNTY-  MO/LAFAYETTE
 KD0773  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0773
 KD0773                         *CURRENT SURVEY CONTROL
 KD0773  ___________________________________________________________________
 KD0773* NAD 83(1986)-  39 00 30.     (N)    093 44 06.     (W)     SCALED    
 KD0773* NAVD 88     -       229.330  (meters)     752.39   (feet)  ADJUSTED  
 KD0773  ___________________________________________________________________
 KD0773  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD0773  DYNAMIC HT  -         229.182 (meters)     751.91  (feet)  COMP
 KD0773  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 KD0773
 KD0773  VERT ORDER  -  SECOND    CLASS 0
 KD0773
 KD0773.The horizontal coordinates were scaled from a topographic map and have
 KD0773.an estimated accuracy of +/- 6 seconds.
 KD0773
 KD0773.The orthometric height was determined by differential leveling
 KD0773.and adjusted by the National Geodetic Survey in June 1991..
 KD0773
 KD0773.The geoid height was determined by GEOID03.
 KD0773
 KD0773.The dynamic height is computed by dividing the NAVD 88
 KD0773.geopotential number by the normal gravity value computed on the
 KD0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0773.degrees latitude (g = 980.6199 gals.).
 KD0773
 KD0773.The modeled gravity was interpolated from observed gravity values.
 KD0773
 KD0773;                    North         East    Units  Estimated Accuracy
 KD0773;SPC MO W     -   315,650.      916,260.      MT  (+/- 180 meters Scaled)
 KD0773
 KD0773                          SUPERSEDED SURVEY CONTROL
 KD0773
 KD0773  NGVD 29 (??/??/92)  229.239  (m)          752.10   (f) ADJ UNCH    2 0
 KD0773
 KD0773.Superseded values are not recommended for survey control.
 KD0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0773.See file dsdata.txt to determine how the superseded data were derived.
 KD0773
 KD0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD363179(NAD 83)
 KD0773_MARKER: DB = BENCH MARK DISK
 KD0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0773_SP_SET: CULVERT
 KD0773_STAMPING: G 294 1962
 KD0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0773
 KD0773  HISTORY     - Date     Condition        Report By
 KD0773  HISTORY     - 1962     MONUMENTED       CGS
 KD0773  HISTORY     - 1963     GOOD             NGS
 KD0773
 KD0773                          STATION DESCRIPTION
 KD0773
 KD0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0773'5 MI S FROM HIGGINSVILLE.
 KD0773'5 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE COURT HOUSE AT
 KD0773'HIGGINSVILLE, SET IN THE TOP OF, AND AT THE SOUTH END OF THE
 KD0773'WEST HEADWALL FOR A 10 BY 8 FOOT CULVERT, 22 FEET WEST OF THE
 KD0773'CENTERLINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, A DISK
 KD0773'DRILLED IN HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2006 ***********************************************************************
 JD2006  DESIGNATION -  G 295
 JD2006  PID         -  JD2006
 JD2006  STATE/COUNTY-  MO/LAFAYETTE
 JD2006  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2006
 JD2006                         *CURRENT SURVEY CONTROL
 JD2006  ___________________________________________________________________
 JD2006* NAD 83(1986)-  38 55 47.     (N)    093 53 11.     (W)     SCALED    
 JD2006* NAVD 88     -       278.796  (meters)     914.68   (feet)  ADJUSTED  
 JD2006  ___________________________________________________________________
 JD2006  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD2006  DYNAMIC HT  -         278.613 (meters)     914.08  (feet)  COMP
 JD2006  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 JD2006
 JD2006  VERT ORDER  -  SECOND    CLASS 0
 JD2006
 JD2006.The horizontal coordinates were scaled from a topographic map and have
 JD2006.an estimated accuracy of +/- 6 seconds.
 JD2006
 JD2006.The orthometric height was determined by differential leveling
 JD2006.and adjusted by the National Geodetic Survey in June 1991..
 JD2006
 JD2006.The geoid height was determined by GEOID03.
 JD2006
 JD2006.The dynamic height is computed by dividing the NAVD 88
 JD2006.geopotential number by the normal gravity value computed on the
 JD2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2006.degrees latitude (g = 980.6199 gals.).
 JD2006
 JD2006.The modeled gravity was interpolated from observed gravity values.
 JD2006
 JD2006;                    North         East    Units  Estimated Accuracy
 JD2006;SPC MO W     -   306,830.      903,210.      MT  (+/- 180 meters Scaled)
 JD2006
 JD2006                          SUPERSEDED SURVEY CONTROL
 JD2006
 JD2006  NGVD 29 (??/??/92)  278.696  (m)          914.36   (f) ADJ UNCH    2 0
 JD2006
 JD2006.Superseded values are not recommended for survey control.
 JD2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2006.See file dsdata.txt to determine how the superseded data were derived.
 JD2006
 JD2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD231093(NAD 83)
 JD2006_MARKER: DB = BENCH MARK DISK
 JD2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2006_STAMPING: G 295 1963
 JD2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2006+STABILITY: SURFACE MOTION
 JD2006
 JD2006  HISTORY     - Date     Condition        Report By
 JD2006  HISTORY     - 1963     MONUMENTED       CGS
 JD2006
 JD2006                          STATION DESCRIPTION
 JD2006
 JD2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2006'9.7 MI SE FROM ODESSA.
 JD2006'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2006'AT ODESSA, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 40 AND INTERSTATE
 JD2006'HIGHWAY 70, THENCE 5.6 MILES SOUTH ALONG COUNTY ROAD M, 35 FEET
 JD2006'WEST OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF A FENCE
 JD2006'CORNER, 4 FEET NORTH OF A POWER POLE BRACED BY A GUY WIRE, 1.5
 JD2006'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JD2006'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1825 ***********************************************************************
 JD1825  DESIGNATION -  G 296
 JD1825  PID         -  JD1825
 JD1825  STATE/COUNTY-  MO/JOHNSON
 JD1825  USGS QUAD   -  CENTERVIEW (1954)
 JD1825
 JD1825                         *CURRENT SURVEY CONTROL
 JD1825  ___________________________________________________________________
 JD1825* NAD 83(1986)-  38 44 42.     (N)    093 52 25.     (W)     SCALED    
 JD1825* NAVD 88     -       259.216  (meters)     850.44   (feet)  ADJUSTED  
 JD1825  ___________________________________________________________________
 JD1825  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1825  DYNAMIC HT  -         259.040 (meters)     849.87  (feet)  COMP
 JD1825  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 JD1825
 JD1825  VERT ORDER  -  FIRST     CLASS II
 JD1825
 JD1825.The horizontal coordinates were scaled from a topographic map and have
 JD1825.an estimated accuracy of +/- 6 seconds.
 JD1825
 JD1825.The orthometric height was determined by differential leveling
 JD1825.and adjusted by the National Geodetic Survey in June 1991..
 JD1825
 JD1825.The geoid height was determined by GEOID03.
 JD1825
 JD1825.The dynamic height is computed by dividing the NAVD 88
 JD1825.geopotential number by the normal gravity value computed on the
 JD1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1825.degrees latitude (g = 980.6199 gals.).
 JD1825
 JD1825.The modeled gravity was interpolated from observed gravity values.
 JD1825
 JD1825;                    North         East    Units  Estimated Accuracy
 JD1825;SPC MO W     -   286,330.      904,450.      MT  (+/- 180 meters Scaled)
 JD1825
 JD1825                          SUPERSEDED SURVEY CONTROL
 JD1825
 JD1825  NGVD 29 (??/??/92)  259.117  (m)          850.12   (f) ADJ UNCH    1 2
 JD1825
 JD1825.Superseded values are not recommended for survey control.
 JD1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1825.See file dsdata.txt to determine how the superseded data were derived.
 JD1825
 JD1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC240888(NAD 83)
 JD1825_MARKER: DB = BENCH MARK DISK
 JD1825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD1825_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD1825_STAMPING: G 296 1963
 JD1825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1825
 JD1825  HISTORY     - Date     Condition        Report By
 JD1825  HISTORY     - 1963     MONUMENTED       CGS
 JD1825
 JD1825                          STATION DESCRIPTION
 JD1825
 JD1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1825'6.7 MI E FROM HOLDEN.
 JD1825'ABOUT 6.7 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1825'STATION AT HOLDEN, 1 POLE WEST OF MILEPOLE 226, 37 FEET NORTH
 JD1825'OF THE NORTH RAIL, 4 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A
 JD1825'POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 10 FEET
 JD1825'BELOW THE LEVEL OF THE TRACK, A DISK BRAZED ON THE TOP OF AN
 JD1825'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0402 ***********************************************************************
 JD0402  DESIGNATION -  G 297
 JD0402  PID         -  JD0402
 JD0402  STATE/COUNTY-  MO/COOPER
 JD0402  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0402
 JD0402                         *CURRENT SURVEY CONTROL
 JD0402  ___________________________________________________________________
 JD0402* NAD 83(1986)-  38 41 57.     (N)    092 59 57.     (W)     SCALED    
 JD0402* NAVD 88     -       224.134  (meters)     735.35   (feet)  ADJUSTED  
 JD0402  ___________________________________________________________________
 JD0402  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0402  DYNAMIC HT  -         223.984 (meters)     734.85  (feet)  COMP
 JD0402  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 JD0402
 JD0402  VERT ORDER  -  FIRST     CLASS II
 JD0402
 JD0402.The horizontal coordinates were scaled from a topographic map and have
 JD0402.an estimated accuracy of +/- 6 seconds.
 JD0402
 JD0402.The orthometric height was determined by differential leveling
 JD0402.and adjusted by the National Geodetic Survey in June 1991..
 JD0402
 JD0402.The geoid height was determined by GEOID03.
 JD0402
 JD0402.The dynamic height is computed by dividing the NAVD 88
 JD0402.geopotential number by the normal gravity value computed on the
 JD0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0402.degrees latitude (g = 980.6199 gals.).
 JD0402
 JD0402.The modeled gravity was interpolated from observed gravity values.
 JD0402
 JD0402;                    North         East    Units  Estimated Accuracy
 JD0402;SPC MO C     -   318,160.      456,580.      MT  (+/- 180 meters Scaled)
 JD0402
 JD0402                          SUPERSEDED SURVEY CONTROL
 JD0402
 JD0402  NGVD 29 (??/??/92)  224.044  (m)          735.05   (f) ADJ UNCH    1 2
 JD0402
 JD0402.Superseded values are not recommended for survey control.
 JD0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0402.See file dsdata.txt to determine how the superseded data were derived.
 JD0402
 JD0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC000833(NAD 83)
 JD0402_MARKER: DB = BENCH MARK DISK
 JD0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0402_SP_SET: STONE
 JD0402_STAMPING: G 297 1963
 JD0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0402+STABILITY: SURFACE MOTION
 JD0402
 JD0402  HISTORY     - Date     Condition        Report By
 JD0402  HISTORY     - 1963     MONUMENTED       CGS
 JD0402
 JD0402                          STATION DESCRIPTION
 JD0402
 JD0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0402'AT OTTERVILLE.
 JD0402'AT OTTERVILLE, SET VERTICALLY IN THE SOUTH FACE OF THE STONE
 JD0402'FOUNDATION FOR THE BANK OF OTTERVILLE, 14 FEET EAST OF THE CENTER
 JD0402'OF THE MAIN ENTRANCE, 0.7 FOOT WEST OF THE SOUTHEAST CORNER OF
 JD0402'THE BUILDING, 1.3 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE
 JD0402'THE LEVEL OF AN EAST-WEST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1161 ***********************************************************************
 JD1161  DESIGNATION -  G 298
 JD1161  PID         -  JD1161
 JD1161  STATE/COUNTY-  MO/PETTIS
 JD1161  USGS QUAD   -  BEAMAN (1978)
 JD1161
 JD1161                         *CURRENT SURVEY CONTROL
 JD1161  ___________________________________________________________________
 JD1161* NAD 83(1986)-  38 51 28.     (N)    093 09 32.     (W)     SCALED    
 JD1161* NAVD 88     -       238.922  (meters)     783.86   (feet)  ADJUSTED  
 JD1161  ___________________________________________________________________
 JD1161  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD1161  DYNAMIC HT  -         238.767 (meters)     783.35  (feet)  COMP
 JD1161  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 JD1161
 JD1161  VERT ORDER  -  SECOND    CLASS 0
 JD1161
 JD1161.The horizontal coordinates were scaled from a topographic map and have
 JD1161.an estimated accuracy of +/- 6 seconds.
 JD1161
 JD1161.The orthometric height was determined by differential leveling
 JD1161.and adjusted by the National Geodetic Survey in June 1991..
 JD1161
 JD1161.The geoid height was determined by GEOID03.
 JD1161
 JD1161.The dynamic height is computed by dividing the NAVD 88
 JD1161.geopotential number by the normal gravity value computed on the
 JD1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1161.degrees latitude (g = 980.6199 gals.).
 JD1161
 JD1161.The modeled gravity was interpolated from observed gravity values.
 JD1161
 JD1161;                    North         East    Units  Estimated Accuracy
 JD1161;SPC MO C     -   335,850.      442,810.      MT  (+/- 180 meters Scaled)
 JD1161
 JD1161                          SUPERSEDED SURVEY CONTROL
 JD1161
 JD1161  NGVD 29 (??/??/92)  238.835  (m)          783.58   (f) ADJ UNCH    2 0
 JD1161
 JD1161.Superseded values are not recommended for survey control.
 JD1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1161.See file dsdata.txt to determine how the superseded data were derived.
 JD1161
 JD1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD862010(NAD 83)
 JD1161_MARKER: DB = BENCH MARK DISK
 JD1161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1161_SP_SET: CULVERT
 JD1161_STAMPING: G 298 1963
 JD1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1161
 JD1161  HISTORY     - Date     Condition        Report By
 JD1161  HISTORY     - 1963     MONUMENTED       CGS
 JD1161
 JD1161                          STATION DESCRIPTION
 JD1161
 JD1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1161'13.6 MI NE FROM SEDALIA.
 JD1161'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1161'STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S. HIGHWAY
 JD1161'65, THENCE 3.35 MILES EAST ALONG PAVED COUNTY ROAD J, SET IN THE
 JD1161'TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 10 X
 JD1161'20 FOOT CONCRETE CULVERT, 14.7 FEET SOUTH OF THE CENTERLINE OF
 JD1161'THE ROAD, 0.7 FOOT WEST OF THE EAST EDGE OF THE HEAD WALL,
 JD1161'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2020 ***********************************************************************
 JD2020  DESIGNATION -  G 299
 JD2020  PID         -  JD2020
 JD2020  STATE/COUNTY-  MO/JOHNSON
 JD2020  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD2020
 JD2020                         *CURRENT SURVEY CONTROL
 JD2020  ___________________________________________________________________
 JD2020* NAD 83(1986)-  38 52 00.     (N)    093 49 04.     (W)     SCALED    
 JD2020* NAVD 88     -       266.632  (meters)     874.78   (feet)  ADJUSTED  
 JD2020  ___________________________________________________________________
 JD2020  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD2020  DYNAMIC HT  -         266.455 (meters)     874.19  (feet)  COMP
 JD2020  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 JD2020
 JD2020  VERT ORDER  -  SECOND    CLASS 0
 JD2020
 JD2020.The horizontal coordinates were scaled from a topographic map and have
 JD2020.an estimated accuracy of +/- 6 seconds.
 JD2020
 JD2020.The orthometric height was determined by differential leveling
 JD2020.and adjusted by the National Geodetic Survey in June 1991..
 JD2020
 JD2020.The geoid height was determined by GEOID03.
 JD2020
 JD2020.The dynamic height is computed by dividing the NAVD 88
 JD2020.geopotential number by the normal gravity value computed on the
 JD2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2020.degrees latitude (g = 980.6199 gals.).
 JD2020
 JD2020.The modeled gravity was interpolated from observed gravity values.
 JD2020
 JD2020;                    North         East    Units  Estimated Accuracy
 JD2020;SPC MO W     -   299,870.      909,210.      MT  (+/- 180 meters Scaled)
 JD2020
 JD2020                          SUPERSEDED SURVEY CONTROL
 JD2020
 JD2020  NGVD 29 (??/??/92)  266.538  (m)          874.47   (f) ADJ UNCH    2 0
 JD2020
 JD2020.Superseded values are not recommended for survey control.
 JD2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2020.See file dsdata.txt to determine how the superseded data were derived.
 JD2020
 JD2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD290022(NAD 83)
 JD2020_MARKER: DB = BENCH MARK DISK
 JD2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2020_STAMPING: G 299 1963
 JD2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2020+STABILITY: SURFACE MOTION
 JD2020
 JD2020  HISTORY     - Date     Condition        Report By
 JD2020  HISTORY     - 1963     MONUMENTED       CGS
 JD2020
 JD2020                          STATION DESCRIPTION
 JD2020
 JD2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2020'10.8 MI NW FROM WARRENSBURG.
 JD2020'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE INTERSECTION
 JD2020'OF U.S. HIGHWAY 50 AT WARRENSBURG, THENCE 6.85 MILES NORTHWEST
 JD2020'ALONG GRAVELED COUNTY ROAD OO, AT THE CREST OF A SMALL HILL, 32
 JD2020'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 18 FEET NORTHWEST OF
 JD2020'THE WEST END OF A WOODEN GATE, 2.6 FEET NORTHWEST OF A BRACE
 JD2020'POST, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 JD2020'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD2020'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1730 ***********************************************************************
 JD1730  DESIGNATION -  G 3 B 1
 JD1730  PID         -  JD1730
 JD1730  STATE/COUNTY-  MO/HENRY
 JD1730  USGS QUAD   -  OHIO (1961)
 JD1730
 JD1730                         *CURRENT SURVEY CONTROL
 JD1730  ___________________________________________________________________
 JD1730* NAD 83(1986)-  38 12 26.     (N)    093 45 39.     (W)     SCALED    
 JD1730* NAVD 88     -       247.072  (meters)     810.60   (feet)  ADJUSTED  
 JD1730  ___________________________________________________________________
 JD1730  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD1730  DYNAMIC HT  -         246.896 (meters)     810.02  (feet)  COMP
 JD1730  MODELED GRAV-     979,910.3   (mgal)                       NAVD 88
 JD1730
 JD1730  VERT ORDER  -  SECOND    CLASS 0
 JD1730
 JD1730.The horizontal coordinates were scaled from a topographic map and have
 JD1730.an estimated accuracy of +/- 6 seconds.
 JD1730
 JD1730.The orthometric height was determined by differential leveling
 JD1730.and adjusted by the National Geodetic Survey in June 1991..
 JD1730
 JD1730.The geoid height was determined by GEOID03.
 JD1730
 JD1730.The dynamic height is computed by dividing the NAVD 88
 JD1730.geopotential number by the normal gravity value computed on the
 JD1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1730.degrees latitude (g = 980.6199 gals.).
 JD1730
 JD1730.The modeled gravity was interpolated from observed gravity values.
 JD1730
 JD1730;                    North         East    Units  Estimated Accuracy
 JD1730;SPC MO W     -   226,710.      914,740.      MT  (+/- 180 meters Scaled)
 JD1730
 JD1730                          SUPERSEDED SURVEY CONTROL
 JD1730
 JD1730  NGVD 29 (??/??/92)  246.96   (m)          810.2    (f) COMPUTED    2 0
 JD1730
 JD1730.Superseded values are not recommended for survey control.
 JD1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1730.See file dsdata.txt to determine how the superseded data were derived.
 JD1730
 JD1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC333290(NAD 83)
 JD1730_MARKER: DZ = AZIMUTH MARK DISK
 JD1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1730+STABILITY: SURFACE MOTION
 JD1730
 JD1730  HISTORY     - Date     Condition        Report By
 JD1730  HISTORY     - UNK      MONUMENTED       DOD
 JD1730  HISTORY     - 1963     GOOD             NGS
 JD1730
 JD1730                          STATION DESCRIPTION
 JD1730
 JD1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1730'5.7 MI N FROM LOWRY CITY.
 JD1730'ABOUT 5.1 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1730'RAILWAY FROM THE STATION AT LOWRY CITY, THENCE 0.5 MILE WEST
 JD1730'ALONG STATE HIGHWAY 13, THENCE 0.05 MILE NORTH ALONG PRIVATE
 JD1730'DRIVEWAY TO FARMHOUSE, THENCE ABOUT 0.05 MILE NORTH ACROSS A
 JD1730'CULTIVATED FIELD ON EAST SIDE OF HOUSE, 38 FEET NORTHEAST OF
 JD1730'A FENCE CORNER, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 JD1730'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD1730'CONCRETE CYLINDER PROJECTING 6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1731 ***********************************************************************
 JD1731  DESIGNATION -  G 3 B 2
 JD1731  PID         -  JD1731
 JD1731  STATE/COUNTY-  MO/ST CLAIR
 JD1731  USGS QUAD   -  OHIO (1961)
 JD1731
 JD1731                         *CURRENT SURVEY CONTROL
 JD1731  ___________________________________________________________________
 JD1731* NAD 83(1986)-  38 12 27.     (N)    093 45 31.     (W)     SCALED    
 JD1731* NAVD 88     -       242.620  (meters)     796.00   (feet)  ADJUSTED  
 JD1731  ___________________________________________________________________
 JD1731  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JD1731  DYNAMIC HT  -         242.447 (meters)     795.43  (feet)  COMP
 JD1731  MODELED GRAV-     979,910.2   (mgal)                       NAVD 88
 JD1731
 JD1731  VERT ORDER  -  SECOND    CLASS 0
 JD1731
 JD1731.The horizontal coordinates were scaled from a topographic map and have
 JD1731.an estimated accuracy of +/- 6 seconds.
 JD1731
 JD1731.The orthometric height was determined by differential leveling
 JD1731.and adjusted by the National Geodetic Survey in June 1991..
 JD1731
 JD1731.The geoid height was determined by GEOID03.
 JD1731
 JD1731.The dynamic height is computed by dividing the NAVD 88
 JD1731.geopotential number by the normal gravity value computed on the
 JD1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1731.degrees latitude (g = 980.6199 gals.).
 JD1731
 JD1731.The modeled gravity was interpolated from observed gravity values.
 JD1731
 JD1731;                    North         East    Units  Estimated Accuracy
 JD1731;SPC MO W     -   226,740.      914,930.      MT  (+/- 180 meters Scaled)
 JD1731
 JD1731                          SUPERSEDED SURVEY CONTROL
 JD1731
 JD1731  NGVD 29 (??/??/92)  242.51   (m)          795.6    (f) COMPUTED    2 0
 JD1731
 JD1731.Superseded values are not recommended for survey control.
 JD1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1731.See file dsdata.txt to determine how the superseded data were derived.
 JD1731
 JD1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC335291(NAD 83)
 JD1731_MARKER: DZ = AZIMUTH MARK DISK
 JD1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1731+STABILITY: SURFACE MOTION
 JD1731
 JD1731  HISTORY     - Date     Condition        Report By
 JD1731  HISTORY     - UNK      MONUMENTED       DOD
 JD1731  HISTORY     - 1963     GOOD             NGS
 JD1731
 JD1731                          STATION DESCRIPTION
 JD1731
 JD1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1731'5.5 MI N FROM LOWRY CITY.
 JD1731'ABOUT 5.1 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1731'RAILWAY FROM THE STATION AT LOWRY CITY, THENCE 0.3 MILES WEST
 JD1731'ALONG STATE HIGHWAY 13, THENCE 0.1 MILE NORTH ACROSS A CULTIVATED
 JD1731'FIELD, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JD1731'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD1731'CONCRETE CYLINDER PROJECTING 4 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1728 ***********************************************************************
 JD1728  DESIGNATION -  G 3 Z
 JD1728  PID         -  JD1728
 JD1728  STATE/COUNTY-  MO/ST CLAIR
 JD1728  USGS QUAD   -  OHIO (1961)
 JD1728
 JD1728                         *CURRENT SURVEY CONTROL
 JD1728  ___________________________________________________________________
 JD1728* NAD 83(1986)-  38 12 11.     (N)    093 45 44.     (W)     SCALED    
 JD1728* NAVD 88     -       263.933  (meters)     865.92   (feet)  ADJUSTED  
 JD1728  ___________________________________________________________________
 JD1728  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD1728  DYNAMIC HT  -         263.745 (meters)     865.30  (feet)  COMP
 JD1728  MODELED GRAV-     979,909.8   (mgal)                       NAVD 88
 JD1728
 JD1728  VERT ORDER  -  SECOND    CLASS 0
 JD1728
 JD1728.The horizontal coordinates were scaled from a topographic map and have
 JD1728.an estimated accuracy of +/- 6 seconds.
 JD1728
 JD1728.The orthometric height was determined by differential leveling
 JD1728.and adjusted by the National Geodetic Survey in June 1991..
 JD1728
 JD1728.The geoid height was determined by GEOID03.
 JD1728
 JD1728.The dynamic height is computed by dividing the NAVD 88
 JD1728.geopotential number by the normal gravity value computed on the
 JD1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1728.degrees latitude (g = 980.6199 gals.).
 JD1728
 JD1728.The modeled gravity was interpolated from observed gravity values.
 JD1728
 JD1728;                    North         East    Units  Estimated Accuracy
 JD1728;SPC MO W     -   226,250.      914,620.      MT  (+/- 180 meters Scaled)
 JD1728
 JD1728                          SUPERSEDED SURVEY CONTROL
 JD1728
 JD1728  NGVD 29 (??/??/92)  263.82   (m)          865.5    (f) COMPUTED    2 0
 JD1728
 JD1728.Superseded values are not recommended for survey control.
 JD1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1728.See file dsdata.txt to determine how the superseded data were derived.
 JD1728
 JD1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC332286(NAD 83)
 JD1728_MARKER: DS = TRIANGULATION STATION DISK
 JD1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1728_STAMPING: G 3 Z 1962
 JD1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1728+STABILITY: SURFACE MOTION
 JD1728
 JD1728  HISTORY     - Date     Condition        Report By
 JD1728  HISTORY     - 1962     MONUMENTED       CGS
 JD1728  HISTORY     - 1963     GOOD             NGS
 JD1728
 JD1728                          STATION DESCRIPTION
 JD1728
 JD1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1728'6 MI N FROM LOWRY CITY.
 JD1728'ABOUT 5.1 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1728'RAILWAY FROM THE STATION AT LOWRY CITY, THENCE 0.6 MILES WEST
 JD1728'ALONG STATE HIGHWAY 13, THENCE 0.05 MILES SOUTH ALONG DRIVEWAY
 JD1728'TO A WOODEN GATE ON EAST SIDE OF A RED BARN, THENCE 0.2 MILE
 JD1728'SOUTHEAST THROUGH A BARN LOT AND ACROSS COUNTRY TO AN EAST-WEST
 JD1728'FENCE AND ON THE EAST SLOPE OF A HILL, 9 FEET NORTH OF A FENCE,
 JD1728'51 FEET WEST OF A T-FENCE CORNER, AND SET IN THE TOP OF A CONCRETE
 JD1728'POST 2 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1732 ***********************************************************************
 JD1732  DESIGNATION -  G 3 Z AZ MK
 JD1732  PID         -  JD1732
 JD1732  STATE/COUNTY-  MO/HENRY
 JD1732  USGS QUAD   -  OHIO (1961)
 JD1732
 JD1732                         *CURRENT SURVEY CONTROL
 JD1732  ___________________________________________________________________
 JD1732* NAD 83(1986)-  38 12 21.     (N)    093 45 01.     (W)     SCALED    
 JD1732* NAVD 88     -       249.559  (meters)     818.76   (feet)  ADJUSTED  
 JD1732  ___________________________________________________________________
 JD1732  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD1732  DYNAMIC HT  -         249.381 (meters)     818.18  (feet)  COMP
 JD1732  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 JD1732
 JD1732  VERT ORDER  -  SECOND    CLASS 0
 JD1732
 JD1732.The horizontal coordinates were scaled from a topographic map and have
 JD1732.an estimated accuracy of +/- 6 seconds.
 JD1732
 JD1732.The orthometric height was determined by differential leveling
 JD1732.and adjusted by the National Geodetic Survey in June 1991..
 JD1732
 JD1732.The geoid height was determined by GEOID03.
 JD1732
 JD1732.The dynamic height is computed by dividing the NAVD 88
 JD1732.geopotential number by the normal gravity value computed on the
 JD1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1732.degrees latitude (g = 980.6199 gals.).
 JD1732
 JD1732.The modeled gravity was interpolated from observed gravity values.
 JD1732
 JD1732;                    North         East    Units  Estimated Accuracy
 JD1732;SPC MO W     -   226,560.      915,660.      MT  (+/- 180 meters Scaled)
 JD1732
 JD1732                          SUPERSEDED SURVEY CONTROL
 JD1732
 JD1732  NGVD 29 (??/??/92)  249.45   (m)          818.4    (f) COMPUTED    2 0
 JD1732
 JD1732.Superseded values are not recommended for survey control.
 JD1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1732.See file dsdata.txt to determine how the superseded data were derived.
 JD1732
 JD1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC343289(NAD 83)
 JD1732_MARKER: DZ = AZIMUTH MARK DISK
 JD1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1732_STAMPING: G 3 Z 1962
 JD1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1732+STABILITY: SURFACE MOTION
 JD1732
 JD1732  HISTORY     - Date     Condition        Report By
 JD1732  HISTORY     - 1962     MONUMENTED       CGS
 JD1732  HISTORY     - 1963     GOOD             NGS
 JD1732
 JD1732                          STATION DESCRIPTION
 JD1732
 JD1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1732'5.3 MI N FROM LOWRY CITY.
 JD1732'ABOUT 5.1 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1732'RAILWAY FROM THE STATION AT LOWRY CITY, THENCE 0.2 MILE EAST
 JD1732'ALONG STATE HIGHWAY 13, 37 FEET NORTH OF THE CENTER LINE OF
 JD1732'THE HIGHWAY, 10 FEET EAST OF CENTER OF A FIELD ENTRANCE, 2 1/2
 JD1732'FEET SOUTH OF A FENCE, 1.1 FEET SOUTH OF A METAL WITNESS POST,
 JD1732'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JD1732'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1727 ***********************************************************************
 JD1727  DESIGNATION -  G 3 Z RM 1
 JD1727  PID         -  JD1727
 JD1727  STATE/COUNTY-  MO/ST CLAIR
 JD1727  USGS QUAD   -  OHIO (1961)
 JD1727
 JD1727                         *CURRENT SURVEY CONTROL
 JD1727  ___________________________________________________________________
 JD1727* NAD 83(1986)-  38 12 11.     (N)    093 45 43.     (W)     SCALED    
 JD1727* NAVD 88     -       262.967  (meters)     862.75   (feet)  ADJUSTED  
 JD1727  ___________________________________________________________________
 JD1727  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD1727  DYNAMIC HT  -         262.780 (meters)     862.14  (feet)  COMP
 JD1727  MODELED GRAV-     979,909.8   (mgal)                       NAVD 88
 JD1727
 JD1727  VERT ORDER  -  SECOND    CLASS 0
 JD1727
 JD1727.The horizontal coordinates were scaled from a topographic map and have
 JD1727.an estimated accuracy of +/- 6 seconds.
 JD1727
 JD1727.The orthometric height was determined by differential leveling
 JD1727.and adjusted by the National Geodetic Survey in June 1991..
 JD1727
 JD1727.The geoid height was determined by GEOID03.
 JD1727
 JD1727.The dynamic height is computed by dividing the NAVD 88
 JD1727.geopotential number by the normal gravity value computed on the
 JD1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1727.degrees latitude (g = 980.6199 gals.).
 JD1727
 JD1727.The modeled gravity was interpolated from observed gravity values.
 JD1727
 JD1727;                    North         East    Units  Estimated Accuracy
 JD1727;SPC MO W     -   226,250.      914,640.      MT  (+/- 180 meters Scaled)
 JD1727
 JD1727                          SUPERSEDED SURVEY CONTROL
 JD1727
 JD1727  NGVD 29 (??/??/92)  262.86   (m)          862.4    (f) COMPUTED    2 0
 JD1727
 JD1727.Superseded values are not recommended for survey control.
 JD1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1727.See file dsdata.txt to determine how the superseded data were derived.
 JD1727
 JD1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC332286(NAD 83)
 JD1727_MARKER: DR = REFERENCE MARK DISK
 JD1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1727_STAMPING: G 3 Z RM 1 1962
 JD1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1727+STABILITY: SURFACE MOTION
 JD1727
 JD1727  HISTORY     - Date     Condition        Report By
 JD1727  HISTORY     - 1962     MONUMENTED       CGS
 JD1727  HISTORY     - 1963     GOOD             NGS
 JD1727
 JD1727                          STATION DESCRIPTION
 JD1727
 JD1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1727'6 MI N FROM LOWRY CITY.
 JD1727'ABOUT 5.1 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1727'RAILWAY FROM THE STATION AT LOWRY CITY, THENCE 0.6 MILES WEST
 JD1727'ALONG STATE HIGHWAY 13, THENCE 0.05 MILES SOUTH ALONG DRIVEWAY
 JD1727'TO A WOODEN GATE ON EAST SIDE OF A RED BARN, THENCE 0.2 MILE
 JD1727'SOUTHEAST THROUGH A BARN LOT AND ACROSS COUNTRY TO AN EAST-WEST
 JD1727'FENCE LINE AND ON THE EAST SLOPE OF A HILL, 39.8 FEET EAST OF
 JD1727'G 3 Z 1962 TRIANGULATION STATION, 4 FEET NORTH OF A FENCE 13
 JD1727'FEET NORTHWEST OF A T-FENCE CORNER, AND SET IN THE TOP OF A
 JD1727'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1729 ***********************************************************************
 JD1729  DESIGNATION -  G 3 Z RM 2
 JD1729  PID         -  JD1729
 JD1729  STATE/COUNTY-  MO/ST CLAIR
 JD1729  USGS QUAD   -  OHIO (1961)
 JD1729
 JD1729                         *CURRENT SURVEY CONTROL
 JD1729  ___________________________________________________________________
 JD1729* NAD 83(1986)-  38 12 11.     (N)    093 45 43.     (W)     SCALED    
 JD1729* NAVD 88     -       264.043  (meters)     866.28   (feet)  ADJUSTED  
 JD1729  ___________________________________________________________________
 JD1729  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD1729  DYNAMIC HT  -         263.855 (meters)     865.66  (feet)  COMP
 JD1729  MODELED GRAV-     979,909.8   (mgal)                       NAVD 88
 JD1729
 JD1729  VERT ORDER  -  SECOND    CLASS 0
 JD1729
 JD1729.The horizontal coordinates were scaled from a topographic map and have
 JD1729.an estimated accuracy of +/- 6 seconds.
 JD1729
 JD1729.The orthometric height was determined by differential leveling
 JD1729.and adjusted by the National Geodetic Survey in June 1991..
 JD1729
 JD1729.The geoid height was determined by GEOID03.
 JD1729
 JD1729.The dynamic height is computed by dividing the NAVD 88
 JD1729.geopotential number by the normal gravity value computed on the
 JD1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1729.degrees latitude (g = 980.6199 gals.).
 JD1729
 JD1729.The modeled gravity was interpolated from observed gravity values.
 JD1729
 JD1729;                    North         East    Units  Estimated Accuracy
 JD1729;SPC MO W     -   226,250.      914,640.      MT  (+/- 180 meters Scaled)
 JD1729
 JD1729                          SUPERSEDED SURVEY CONTROL
 JD1729
 JD1729  NGVD 29 (??/??/92)  263.93   (m)          865.9    (f) COMPUTED    2 0
 JD1729
 JD1729.Superseded values are not recommended for survey control.
 JD1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1729.See file dsdata.txt to determine how the superseded data were derived.
 JD1729
 JD1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC332286(NAD 83)
 JD1729_MARKER: DR = REFERENCE MARK DISK
 JD1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1729_STAMPING: G 3 Z RM 2 1963
 JD1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1729+STABILITY: SURFACE MOTION
 JD1729
 JD1729  HISTORY     - Date     Condition        Report By
 JD1729  HISTORY     - 1962     MONUMENTED       CGS
 JD1729  HISTORY     - 1963     GOOD             NGS
 JD1729
 JD1729                          STATION DESCRIPTION
 JD1729
 JD1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1729'6 MI N FROM LOWRY CITY.
 JD1729'ABOUT 5.1 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1729'RAILWAY FROM THE STATION AT LOWRY CITY, THENCE 0.6 MILE WEST
 JD1729'ALONG STATE HIGHWAY 13, THENCE 0.05 MILES SOUTH ALONG DRIVEWAY
 JD1729'TO A WOODEN GATE ON EAST SIDE OF A RED BARN, THENCE 0.2 MILE
 JD1729'SOUTHEAST THROUGH A BARN LOT AND ACROSS COUNTRY TO AN EAST-WEST
 JD1729'FENCE LINE AND ON THE EAST SLOPE OF A HILL, 4.2 FEET NORTH OF
 JD1729'G 3 Z 1962 TRIANGULATION STATION, 54 FEET NORTH OF A FENCE,
 JD1729'80 FEET NORTHWEST OF A T-FENCE CORNER, AND SET IN THE TOP OF A
 JD1729'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0371 ***********************************************************************
 HD0371  DESIGNATION -  G 30
 HD0371  PID         -  HD0371
 HD0371  STATE/COUNTY-  MO/LACLEDE
 HD0371  USGS QUAD   -  ELDRIDGE EAST (1985)
 HD0371
 HD0371                         *CURRENT SURVEY CONTROL
 HD0371  ___________________________________________________________________
 HD0371* NAD 83(1986)-  37 52 28.     (N)    092 42 35.     (W)     SCALED    
 HD0371* NAVD 88     -       293.937  (meters)     964.36   (feet)  ADJUSTED  
 HD0371  ___________________________________________________________________
 HD0371  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HD0371  DYNAMIC HT  -         293.716 (meters)     963.63  (feet)  COMP
 HD0371  MODELED GRAV-     979,869.6   (mgal)                       NAVD 88
 HD0371
 HD0371  VERT ORDER  -  SECOND    CLASS 0
 HD0371
 HD0371.The horizontal coordinates were scaled from a topographic map and have
 HD0371.an estimated accuracy of +/- 6 seconds.
 HD0371
 HD0371.The orthometric height was determined by differential leveling
 HD0371.and adjusted by the National Geodetic Survey in June 1991..
 HD0371
 HD0371.The geoid height was determined by GEOID03.
 HD0371
 HD0371.The dynamic height is computed by dividing the NAVD 88
 HD0371.geopotential number by the normal gravity value computed on the
 HD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0371.degrees latitude (g = 980.6199 gals.).
 HD0371
 HD0371.The modeled gravity was interpolated from observed gravity values.
 HD0371
 HD0371;                    North         East    Units  Estimated Accuracy
 HD0371;SPC MO C     -   226,520.      481,550.      MT  (+/- 180 meters Scaled)
 HD0371
 HD0371                          SUPERSEDED SURVEY CONTROL
 HD0371
 HD0371  NGVD 29 (??/??/92)  293.831  (m)          964.01   (f) ADJ UNCH    2 0
 HD0371
 HD0371.Superseded values are not recommended for survey control.
 HD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0371.See file dsdata.txt to determine how the superseded data were derived.
 HD0371
 HD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB255919(NAD 83)
 HD0371_MARKER: DB = BENCH MARK DISK
 HD0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0371_SP_SET: BRIDGE BANISTER
 HD0371_STAMPING: G 30 1934
 HD0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0371
 HD0371  HISTORY     - Date     Condition        Report By
 HD0371  HISTORY     - 1934     MONUMENTED       CGS
 HD0371
 HD0371                          STATION DESCRIPTION
 HD0371
 HD0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0371'2.4 MI S FROM DECATURVILLE.
 HD0371'2.4 MILES SOUTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE, IN
 HD0371'THE NORTHEAST CORNER OF SECTION 8, T 36 N, R 16 W, ON THE
 HD0371'WEST SIDE OF BRIDGE H 95, AND IN THE TOP OF THE NORTH END OF
 HD0371'THE CONCRETE BANISTER.  A STANDARD DISK, STAMPED G 30 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2062 ***********************************************************************
 JD2062  DESIGNATION -  G 300
 JD2062  PID         -  JD2062
 JD2062  STATE/COUNTY-  MO/LAFAYETTE
 JD2062  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2062
 JD2062                         *CURRENT SURVEY CONTROL
 JD2062  ___________________________________________________________________
 JD2062* NAD 83(1986)-  38 56 32.     (N)    093 58 14.     (W)     SCALED    
 JD2062* NAVD 88     -       265.540  (meters)     871.19   (feet)  ADJUSTED  
 JD2062  ___________________________________________________________________
 JD2062  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2062  DYNAMIC HT  -         265.364 (meters)     870.62  (feet)  COMP
 JD2062  MODELED GRAV-     979,961.4   (mgal)                       NAVD 88
 JD2062
 JD2062  VERT ORDER  -  SECOND    CLASS 0
 JD2062
 JD2062.The horizontal coordinates were scaled from a topographic map and have
 JD2062.an estimated accuracy of +/- 6 seconds.
 JD2062
 JD2062.The orthometric height was determined by differential leveling
 JD2062.and adjusted by the National Geodetic Survey in June 1991..
 JD2062
 JD2062.The geoid height was determined by GEOID03.
 JD2062
 JD2062.The dynamic height is computed by dividing the NAVD 88
 JD2062.geopotential number by the normal gravity value computed on the
 JD2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2062.degrees latitude (g = 980.6199 gals.).
 JD2062
 JD2062.The modeled gravity was interpolated from observed gravity values.
 JD2062
 JD2062;                    North         East    Units  Estimated Accuracy
 JD2062;SPC MO W     -   308,170.      895,900.      MT  (+/- 180 meters Scaled)
 JD2062
 JD2062                          SUPERSEDED SURVEY CONTROL
 JD2062
 JD2062  NGVD 29 (??/??/92)  265.439  (m)          870.86   (f) ADJ UNCH    2 0
 JD2062
 JD2062.Superseded values are not recommended for survey control.
 JD2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2062.See file dsdata.txt to determine how the superseded data were derived.
 JD2062
 JD2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD158108(NAD 83)
 JD2062_MARKER: DB = BENCH MARK DISK
 JD2062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2062_SP_SET: CULVERT
 JD2062_STAMPING: G 300 1963
 JD2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2062
 JD2062  HISTORY     - Date     Condition        Report By
 JD2062  HISTORY     - 1963     MONUMENTED       CGS
 JD2062  HISTORY     - 20060904 MARK NOT FOUND   GEOCAC
 JD2062
 JD2062                          STATION DESCRIPTION
 JD2062
 JD2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2062'6.6 MI SW FROM ODESSA.
 JD2062'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2062'AT ODESSA, THENCE 1.3 MILES SOUTHWEST, THENCE 1.05 MILES SOUTH,
 JD2062'THENCE 0.75 MILE WEST, THENCE 1.55 MILES SOUTH, THENCE 0.8 MILE
 JD2062'EAST ALONG GRAVELED ROADS, SET IN THE WEST END OF THE NORTH
 JD2062'CONCRETE HEAD WALL OF AN 8 X 15 FOOT CONCRETE CULVERT, 9 FEET
 JD2062'NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 2 FEET ABOVE
 JD2062'THE LEVEL OF THE ROAD.
 JD2062
 JD2062                          STATION RECOVERY (2006)
 JD2062
 JD2062'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2062'THE CULVERT HAS BEEN REPLACED WITH A METAL PIPE CULVERT AND THE
 JD2062'HEADWALL REMOVED.
 JD2062' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0229 ***********************************************************************
 JE0229  DESIGNATION -  G 301
 JE0229  PID         -  JE0229
 JE0229  STATE/COUNTY-  MO/JOHNSON
 JE0229  USGS QUAD   -  ELM (1981)
 JE0229
 JE0229                         *CURRENT SURVEY CONTROL
 JE0229  ___________________________________________________________________
 JE0229* NAD 83(1986)-  38 52 26.     (N)    094 00 59.     (W)     SCALED    
 JE0229* NAVD 88     -       274.050  (meters)     899.11   (feet)  ADJUSTED  
 JE0229  ___________________________________________________________________
 JE0229  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JE0229  DYNAMIC HT  -         273.867 (meters)     898.51  (feet)  COMP
 JE0229  MODELED GRAV-     979,952.8   (mgal)                       NAVD 88
 JE0229
 JE0229  VERT ORDER  -  SECOND    CLASS 0
 JE0229
 JE0229.The horizontal coordinates were scaled from a topographic map and have
 JE0229.an estimated accuracy of +/- 6 seconds.
 JE0229
 JE0229.The orthometric height was determined by differential leveling
 JE0229.and adjusted by the National Geodetic Survey in June 1991..
 JE0229
 JE0229.The geoid height was determined by GEOID03.
 JE0229
 JE0229.The dynamic height is computed by dividing the NAVD 88
 JE0229.geopotential number by the normal gravity value computed on the
 JE0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0229.degrees latitude (g = 980.6199 gals.).
 JE0229
 JE0229.The modeled gravity was interpolated from observed gravity values.
 JE0229
 JE0229;                    North         East    Units  Estimated Accuracy
 JE0229;SPC MO W     -   300,560.      891,970.      MT  (+/- 180 meters Scaled)
 JE0229
 JE0229                          SUPERSEDED SURVEY CONTROL
 JE0229
 JE0229  NGVD 29 (??/??/92)  273.949  (m)          898.78   (f) ADJ UNCH    2 0
 JE0229
 JE0229.Superseded values are not recommended for survey control.
 JE0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0229.See file dsdata.txt to determine how the superseded data were derived.
 JE0229
 JE0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD118032(NAD 83)
 JE0229_MARKER: DB = BENCH MARK DISK
 JE0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0229_SP_SET: CULVERT
 JE0229_STAMPING: G 301 1963
 JE0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0229
 JE0229  HISTORY     - Date     Condition        Report By
 JE0229  HISTORY     - 1963     MONUMENTED       CGS
 JE0229  HISTORY     - 1985     GOOD             NGS
 JE0229  HISTORY     - 1985     GOOD             NGS
 JE0229
 JE0229                          STATION DESCRIPTION
 JE0229
 JE0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0229'3.2 MI NW FROM PITTSVILLE.
 JE0229'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 131 FROM THE INTERSECTION
 JE0229'OF U.S. HIGHWAY 50 AT PITTSVILLE, THENCE 1.55 MILES WEST ALONG
 JE0229'A GRADED COUNTY ROAD, SET IN THE TOP OF THE EAST END OF THE
 JE0229'SOUTH CONCRETE HEAD WALL OF A 6 X 6 FOOT CONCRETE CULVERT UNDER
 JE0229'THE ROAD, 13 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 0.6 FOOT
 JE0229'WEST OF THE EAST EDGE OF THE HEAD WALL, AND ABOUT 1 FOOT BELOW
 JE0229'THE LEVEL OF THE ROAD.
 JE0229
 JE0229                          STATION RECOVERY (1985)
 JE0229
 JE0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JE0229'A WITNESS POST WAS PLACED 0.15 M (0.5 FT) SOUTH OF THE MARK.
 JE0229
 JE0229                          STATION RECOVERY (1985)
 JE0229
 JE0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JE0229'A WITNESS POST WAS PLACED 0.15 M (0.5 FT) SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0270 ***********************************************************************
 JE0270  DESIGNATION -  G 303
 JE0270  PID         -  JE0270
 JE0270  STATE/COUNTY-  MO/HENRY
 JE0270  USGS QUAD   -  QUICK CITY (1954)
 JE0270
 JE0270                         *CURRENT SURVEY CONTROL
 JE0270  ___________________________________________________________________
 JE0270* NAD 83(1986)-  38 30 16.     (N)    094 00 08.     (W)     SCALED    
 JE0270* NAVD 88     -       268.975  (meters)     882.46   (feet)  ADJUSTED  
 JE0270  ___________________________________________________________________
 JE0270  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JE0270  DYNAMIC HT  -         268.789 (meters)     881.85  (feet)  COMP
 JE0270  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 JE0270
 JE0270  VERT ORDER  -  SECOND    CLASS 0
 JE0270
 JE0270.The horizontal coordinates were scaled from a topographic map and have
 JE0270.an estimated accuracy of +/- 6 seconds.
 JE0270
 JE0270.The orthometric height was determined by differential leveling
 JE0270.and adjusted by the National Geodetic Survey in June 1991..
 JE0270
 JE0270.The geoid height was determined by GEOID03.
 JE0270
 JE0270.The dynamic height is computed by dividing the NAVD 88
 JE0270.geopotential number by the normal gravity value computed on the
 JE0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0270.degrees latitude (g = 980.6199 gals.).
 JE0270
 JE0270.The modeled gravity was interpolated from observed gravity values.
 JE0270
 JE0270;                    North         East    Units  Estimated Accuracy
 JE0270;SPC MO W     -   259,560.      893,420.      MT  (+/- 180 meters Scaled)
 JE0270
 JE0270                          SUPERSEDED SURVEY CONTROL
 JE0270
 JE0270  NGVD 29 (??/??/92)  268.849  (m)          882.05   (f) ADJ UNCH    2 0
 JE0270
 JE0270.Superseded values are not recommended for survey control.
 JE0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0270.See file dsdata.txt to determine how the superseded data were derived.
 JE0270
 JE0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC126622(NAD 83)
 JE0270_MARKER: DB = BENCH MARK DISK
 JE0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0270_STAMPING: G 303 1963
 JE0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0270+STABILITY: SURFACE MOTION
 JE0270
 JE0270  HISTORY     - Date     Condition        Report By
 JE0270  HISTORY     - 1963     MONUMENTED       CGS
 JE0270
 JE0270                          STATION DESCRIPTION
 JE0270
 JE0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0270'2.8 MI N FROM URICH.
 JE0270'ABOUT 2.8 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JE0270'JUNCTION OF STATE HIGHWAY 7 AT URICH, IN S 22, R 28 W, T 43 N,
 JE0270'39 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A PRIVATE
 JE0270'ROAD, 33 FEET WEST OF THE CENTERLINE OF THE STATE ROAD, 22 FEET
 JE0270'NORTH OF THE CENTERLINE OF THE PRIVATE ROAD, 5.5 FEET NORTH OF
 JE0270'A TELEPHONE POLE, 4.8 FEET NORTHEAST OF A FENCE CORNER, 1.5
 JE0270'FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 JE0270'LEVEL OF THE STATE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JE0270'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2306 ***********************************************************************
 JD2306  DESIGNATION -  G 304
 JD2306  PID         -  JD2306
 JD2306  STATE/COUNTY-  MO/JOHNSON
 JD2306  USGS QUAD   -  HOLDEN (1954)
 JD2306
 JD2306                         *CURRENT SURVEY CONTROL
 JD2306  ___________________________________________________________________
 JD2306* NAD 83(1986)-  38 38 53.     (N)    093 53 51.     (W)     SCALED    
 JD2306* NAVD 88     -       259.092  (meters)     850.04   (feet)  ADJUSTED  
 JD2306  ___________________________________________________________________
 JD2306  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD2306  DYNAMIC HT  -         258.914 (meters)     849.45  (feet)  COMP
 JD2306  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 JD2306
 JD2306  VERT ORDER  -  SECOND    CLASS 0
 JD2306
 JD2306.The horizontal coordinates were scaled from a topographic map and have
 JD2306.an estimated accuracy of +/- 6 seconds.
 JD2306
 JD2306.The orthometric height was determined by differential leveling
 JD2306.and adjusted by the National Geodetic Survey in June 1991..
 JD2306
 JD2306.The geoid height was determined by GEOID03.
 JD2306
 JD2306.The dynamic height is computed by dividing the NAVD 88
 JD2306.geopotential number by the normal gravity value computed on the
 JD2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2306.degrees latitude (g = 980.6199 gals.).
 JD2306
 JD2306.The modeled gravity was interpolated from observed gravity values.
 JD2306
 JD2306;                    North         East    Units  Estimated Accuracy
 JD2306;SPC MO W     -   275,550.      902,450.      MT  (+/- 180 meters Scaled)
 JD2306
 JD2306                          SUPERSEDED SURVEY CONTROL
 JD2306
 JD2306  NGVD 29 (??/??/92)  258.984  (m)          849.68   (f) ADJ UNCH    2 0
 JD2306
 JD2306.Superseded values are not recommended for survey control.
 JD2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2306.See file dsdata.txt to determine how the superseded data were derived.
 JD2306
 JD2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC219781(NAD 83)
 JD2306_MARKER: DB = BENCH MARK DISK
 JD2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2306_STAMPING: G 304 1963
 JD2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2306+STABILITY: SURFACE MOTION
 JD2306
 JD2306  HISTORY     - Date     Condition        Report By
 JD2306  HISTORY     - 1963     MONUMENTED       CGS
 JD2306
 JD2306                          STATION DESCRIPTION
 JD2306
 JD2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2306'1.8 MI NE FROM MAGNOLIA.
 JD2306'ABOUT 0.8 MILE NORTH ALONG PAVED STATE ROAD O FROM MILLERS STORE
 JD2306'AT MAGNOLIA, THENCE 1.0 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 JD2306'IN S 34, R 27 W, T 45 N, 26 FEET NORTHEAST OF THE CENTER OF THE
 JD2306'T-JUNCTION OF A TRACK ROAD LEADING NORTH, 27 FEET NORTH OF THE
 JD2306'CENTERLINE OF THE ROAD, 9.0 FEET EAST OF THE CENTERLINE OF A
 JD2306'DRIVEWAY, 3.5 FEET SOUTHEAST OF THE EAST END OF A WOODEN GATE,
 JD2306'2.5 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST,
 JD2306'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD2306'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2263 ***********************************************************************
 JD2263  DESIGNATION -  G 305
 JD2263  PID         -  JD2263
 JD2263  STATE/COUNTY-  MO/HENRY
 JD2263  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2263
 JD2263                         *CURRENT SURVEY CONTROL
 JD2263  ___________________________________________________________________
 JD2263* NAD 83(1986)-  38 33 50.     (N)    093 54 45.     (W)     SCALED    
 JD2263* NAVD 88     -       235.813  (meters)     773.66   (feet)  ADJUSTED  
 JD2263  ___________________________________________________________________
 JD2263  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JD2263  DYNAMIC HT  -         235.651 (meters)     773.13  (feet)  COMP
 JD2263  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 JD2263
 JD2263  VERT ORDER  -  SECOND    CLASS 0
 JD2263
 JD2263.The horizontal coordinates were scaled from a topographic map and have
 JD2263.an estimated accuracy of +/- 6 seconds.
 JD2263
 JD2263.The orthometric height was determined by differential leveling
 JD2263.and adjusted by the National Geodetic Survey in June 1991..
 JD2263
 JD2263.The geoid height was determined by GEOID03.
 JD2263
 JD2263.The dynamic height is computed by dividing the NAVD 88
 JD2263.geopotential number by the normal gravity value computed on the
 JD2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2263.degrees latitude (g = 980.6199 gals.).
 JD2263
 JD2263.The modeled gravity was interpolated from observed gravity values.
 JD2263
 JD2263;                    North         East    Units  Estimated Accuracy
 JD2263;SPC MO W     -   266,200.      901,200.      MT  (+/- 180 meters Scaled)
 JD2263
 JD2263                          SUPERSEDED SURVEY CONTROL
 JD2263
 JD2263  NGVD 29 (??/??/92)  235.701  (m)          773.30   (f) ADJ UNCH    2 0
 JD2263
 JD2263.Superseded values are not recommended for survey control.
 JD2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2263.See file dsdata.txt to determine how the superseded data were derived.
 JD2263
 JD2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC205687(NAD 83)
 JD2263_MARKER: DB = BENCH MARK DISK
 JD2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2263_STAMPING: G 305 1963
 JD2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2263+STABILITY: SURFACE MOTION
 JD2263
 JD2263  HISTORY     - Date     Condition        Report By
 JD2263  HISTORY     - 1963     MONUMENTED       CGS
 JD2263
 JD2263                          STATION DESCRIPTION
 JD2263
 JD2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2263'3.2 MI NE FROM BLAIRSTOWN.
 JD2263'ABOUT 0.8 MILE NORTHEAST ALONG A GRAVELED COUNTY ROAD FROM
 JD2263'THE POST OFFICE AT BLAIRSTOWN, THENCE 2.45 MILES EAST ALONG
 JD2263'THE HENRY-JOHNSON COUNTY LINE ROAD WHICH IS GRAVELED, IN S 33,
 JD2263'R 27 W, T 44 N, 0.1 MILE EAST OF A CONCRETE BRIDGE OVER A
 JD2263'SMALL CREEK, ON THE WEST SLOPE OF A SMALL HILL, 18 FEET SOUTH
 JD2263'OF THE CENTERLINE OF THE ROAD, 6 FEET EAST OF A POWER POLE, 1.5
 JD2263'FEET NORTH OF AN EAST-WEST FENCE, 2.0 FEET WEST OF A METAL
 JD2263'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 JD2263'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1640 ***********************************************************************
 JD1640  DESIGNATION -  G 306
 JD1640  PID         -  JD1640
 JD1640  STATE/COUNTY-  MO/HENRY
 JD1640  USGS QUAD   -  CLINTON NORTH (1981)
 JD1640
 JD1640                         *CURRENT SURVEY CONTROL
 JD1640  ___________________________________________________________________
 JD1640* NAD 83(1986)-  38 26 29.     (N)    093 50 39.     (W)     SCALED    
 JD1640* NAVD 88     -       247.695  (meters)     812.65   (feet)  ADJUSTED  
 JD1640  ___________________________________________________________________
 JD1640  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1640  DYNAMIC HT  -         247.525 (meters)     812.09  (feet)  COMP
 JD1640  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 JD1640
 JD1640  VERT ORDER  -  SECOND    CLASS 0
 JD1640
 JD1640.The horizontal coordinates were scaled from a topographic map and have
 JD1640.an estimated accuracy of +/- 6 seconds.
 JD1640
 JD1640.The orthometric height was determined by differential leveling
 JD1640.and adjusted by the National Geodetic Survey in June 1991..
 JD1640
 JD1640.The geoid height was determined by GEOID03.
 JD1640
 JD1640.The dynamic height is computed by dividing the NAVD 88
 JD1640.geopotential number by the normal gravity value computed on the
 JD1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1640.degrees latitude (g = 980.6199 gals.).
 JD1640
 JD1640.The modeled gravity was interpolated from observed gravity values.
 JD1640
 JD1640;                    North         East    Units  Estimated Accuracy
 JD1640;SPC MO W     -   252,650.      907,250.      MT  (+/- 180 meters Scaled)
 JD1640
 JD1640                          SUPERSEDED SURVEY CONTROL
 JD1640
 JD1640  NGVD 29 (??/??/92)  247.578  (m)          812.26   (f) ADJ UNCH    2 0
 JD1640
 JD1640.Superseded values are not recommended for survey control.
 JD1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1640.See file dsdata.txt to determine how the superseded data were derived.
 JD1640
 JD1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC263551(NAD 83)
 JD1640_MARKER: DB = BENCH MARK DISK
 JD1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1640_STAMPING: G 306 1963
 JD1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1640+STABILITY: SURFACE MOTION
 JD1640
 JD1640  HISTORY     - Date     Condition        Report By
 JD1640  HISTORY     - 1963     MONUMENTED       CGS
 JD1640
 JD1640                          STATION DESCRIPTION
 JD1640
 JD1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1640'0.7 MI E FROM GARLAND.
 JD1640'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1640'BAPTIST CHURCH AT GARLAND, THENCE 0.5 MILE EAST ALONG A GRAVELED
 JD1640'COUNTY ROAD, IN S 13, R 27 W, T 42 N, 24 FEET SOUTH OF THE
 JD1640'CENTERLINE OF THE ROAD, 7 FEET NORTHWEST OF A TELEPHONE POLE
 JD1640'BRACED BY A GUY WIRE, 5.5 FEET NORTHWEST OF A T-JUNCTION
 JD1640'OF FENCES, 2.5 FEET NORTH OF AN EAST-WEST FENCE, 2.0 FEET EAST
 JD1640'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JD1640'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2167 ***********************************************************************
 JD2167  DESIGNATION -  G 307
 JD2167  PID         -  JD2167
 JD2167  STATE/COUNTY-  MO/JOHNSON
 JD2167  USGS QUAD   -  WINDSOR (1981)
 JD2167
 JD2167                         *CURRENT SURVEY CONTROL
 JD2167  ___________________________________________________________________
 JD2167* NAD 83(1986)-  38 35 10.     (N)    093 32 44.     (W)     SCALED    
 JD2167* NAVD 88     -       274.810  (meters)     901.61   (feet)  ADJUSTED  
 JD2167  ___________________________________________________________________
 JD2167  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD2167  DYNAMIC HT  -         274.618 (meters)     900.98  (feet)  COMP
 JD2167  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 JD2167
 JD2167  VERT ORDER  -  SECOND    CLASS 0
 JD2167
 JD2167.The horizontal coordinates were scaled from a topographic map and have
 JD2167.an estimated accuracy of +/- 6 seconds.
 JD2167
 JD2167.The orthometric height was determined by differential leveling
 JD2167.and adjusted by the National Geodetic Survey in June 1991..
 JD2167
 JD2167.The geoid height was determined by GEOID03.
 JD2167
 JD2167.The dynamic height is computed by dividing the NAVD 88
 JD2167.geopotential number by the normal gravity value computed on the
 JD2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2167.degrees latitude (g = 980.6199 gals.).
 JD2167
 JD2167.The modeled gravity was interpolated from observed gravity values.
 JD2167
 JD2167;                    North         East    Units  Estimated Accuracy
 JD2167;SPC MO W     -   268,940.      933,160.      MT  (+/- 180 meters Scaled)
 JD2167
 JD2167                          SUPERSEDED SURVEY CONTROL
 JD2167
 JD2167  NGVD 29 (??/??/92)  274.700  (m)          901.24   (f) ADJ UNCH    2 0
 JD2167
 JD2167.Superseded values are not recommended for survey control.
 JD2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2167.See file dsdata.txt to determine how the superseded data were derived.
 JD2167
 JD2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC524709(NAD 83)
 JD2167_MARKER: DB = BENCH MARK DISK
 JD2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2167_STAMPING: G 307 1963
 JD2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2167+STABILITY: SURFACE MOTION
 JD2167
 JD2167  HISTORY     - Date     Condition        Report By
 JD2167  HISTORY     - 1963     MONUMENTED       CGS
 JD2167
 JD2167                          STATION DESCRIPTION
 JD2167
 JD2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2167'2.7 MI E FROM SUTHERLAND.
 JD2167'ABOUT 0.2 MILE NORTH ALONG PAVED STATE ROAD D FROM THE COMMUNITY
 JD2167'HALL AT SUTHERLAND, THENCE 2.5 MILES EAST ALONG A GRAVELED
 JD2167'COUNTY ROAD, IN S 15, R 24 W, T 44 N, 20 FEET NORTH OF THE
 JD2167'CENTERLINE OF THE ROAD, 17 FEET WEST OF A T-JUNCTION OF FENCES,
 JD2167'2.5 FEET SOUTHEAST OF THE EAST END OF A WIRE GATE, 1.5 FEET
 JD2167'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 JD2167'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JD2167'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1129 ***********************************************************************
 JD1129  DESIGNATION -  G 308
 JD1129  PID         -  JD1129
 JD1129  STATE/COUNTY-  MO/PETTIS
 JD1129  USGS QUAD   -  SEDALIA WEST (1973)
 JD1129
 JD1129                         *CURRENT SURVEY CONTROL
 JD1129  ___________________________________________________________________
 JD1129* NAD 83(1986)-  38 41 18.     (N)    093 21 29.     (W)     SCALED    
 JD1129* NAVD 88     -       265.984  (meters)     872.65   (feet)  ADJUSTED  
 JD1129  ___________________________________________________________________
 JD1129  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1129  DYNAMIC HT  -         265.802 (meters)     872.05  (feet)  COMP
 JD1129  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 JD1129
 JD1129  VERT ORDER  -  SECOND    CLASS 0
 JD1129
 JD1129.The horizontal coordinates were scaled from a topographic map and have
 JD1129.an estimated accuracy of +/- 6 seconds.
 JD1129
 JD1129.The orthometric height was determined by differential leveling
 JD1129.and adjusted by the National Geodetic Survey in June 1991..
 JD1129
 JD1129.The geoid height was determined by GEOID03.
 JD1129
 JD1129.The dynamic height is computed by dividing the NAVD 88
 JD1129.geopotential number by the normal gravity value computed on the
 JD1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1129.degrees latitude (g = 980.6199 gals.).
 JD1129
 JD1129.The modeled gravity was interpolated from observed gravity values.
 JD1129
 JD1129;                    North         East    Units  Estimated Accuracy
 JD1129;SPC MO C     -   317,180.      425,350.      MT  (+/- 180 meters Scaled)
 JD1129
 JD1129                          SUPERSEDED SURVEY CONTROL
 JD1129
 JD1129  NGVD 29 (??/??/92)  265.887  (m)          872.33   (f) ADJ UNCH    2 0
 JD1129
 JD1129.Superseded values are not recommended for survey control.
 JD1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1129.See file dsdata.txt to determine how the superseded data were derived.
 JD1129
 JD1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC688822(NAD 83)
 JD1129_MARKER: DB = BENCH MARK DISK
 JD1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1129_STAMPING: G 308 1963
 JD1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1129+STABILITY: SURFACE MOTION
 JD1129
 JD1129  HISTORY     - Date     Condition        Report By
 JD1129  HISTORY     - 1963     MONUMENTED       CGS
 JD1129
 JD1129                          STATION DESCRIPTION
 JD1129
 JD1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1129'3.1 MI N FROM CAMP BRANCH.
 JD1129'ABOUT 3.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE CROSSING
 JD1129'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CAMP BRANCH, IN S 8,
 JD1129'R 22 W, T 45 N, ABOUT 1.0 MILE NORTH OF THE CAMP BRANCH BAPTIST
 JD1129'CHURCH AND A PAVED ROAD INTERSECTION, ON THE OUTSIDE OF A SHARP
 JD1129'CURVE IN THE ROAD, 78 FEET NORTHWEST OF THE CENTERLINE OF THE
 JD1129'ROAD, 31 FEET NORTHEAST OF THE CENTERLINE OF A FARM DRIVE
 JD1129'LEADING NORTHWEST TO A CULTIVATED FIELD, 24 FEET EAST OF A
 JD1129'24-INCH HEDGE TREE AT A FENCE CORNER, 1.5 FEET SOUTH OF A
 JD1129'FENCE, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JD1129'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JD1129'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2224 ***********************************************************************
 JD2224  DESIGNATION -  G 309
 JD2224  PID         -  JD2224
 JD2224  STATE/COUNTY-  MO/JOHNSON
 JD2224  USGS QUAD   -  BURTVILLE (1955)
 JD2224
 JD2224                         *CURRENT SURVEY CONTROL
 JD2224  ___________________________________________________________________
 JD2224* NAD 83(1986)-  38 39 47.     (N)    093 33 49.     (W)     SCALED    
 JD2224* NAVD 88     -       262.750  (meters)     862.04   (feet)  ADJUSTED  
 JD2224  ___________________________________________________________________
 JD2224  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2224  DYNAMIC HT  -         262.568 (meters)     861.44  (feet)  COMP
 JD2224  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 JD2224
 JD2224  VERT ORDER  -  SECOND    CLASS 0
 JD2224
 JD2224.The horizontal coordinates were scaled from a topographic map and have
 JD2224.an estimated accuracy of +/- 6 seconds.
 JD2224
 JD2224.The orthometric height was determined by differential leveling
 JD2224.and adjusted by the National Geodetic Survey in June 1991..
 JD2224
 JD2224.The geoid height was determined by GEOID03.
 JD2224
 JD2224.The dynamic height is computed by dividing the NAVD 88
 JD2224.geopotential number by the normal gravity value computed on the
 JD2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2224.degrees latitude (g = 980.6199 gals.).
 JD2224
 JD2224.The modeled gravity was interpolated from observed gravity values.
 JD2224
 JD2224;                    North         East    Units  Estimated Accuracy
 JD2224;SPC MO W     -   277,460.      931,500.      MT  (+/- 180 meters Scaled)
 JD2224
 JD2224                          SUPERSEDED SURVEY CONTROL
 JD2224
 JD2224  NGVD 29 (??/??/92)  262.648  (m)          861.70   (f) ADJ UNCH    2 0
 JD2224
 JD2224.Superseded values are not recommended for survey control.
 JD2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2224.See file dsdata.txt to determine how the superseded data were derived.
 JD2224
 JD2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC509795(NAD 83)
 JD2224_MARKER: DB = BENCH MARK DISK
 JD2224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2224_SP_SET: CULVERT
 JD2224_STAMPING: G 309 1963
 JD2224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2224
 JD2224  HISTORY     - Date     Condition        Report By
 JD2224  HISTORY     - 1963     MONUMENTED       CGS
 JD2224
 JD2224                          STATION DESCRIPTION
 JD2224
 JD2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2224'9.9 MI S FROM KNOB NOSTER.
 JD2224'ABOUT 9.9 MILES SOUTH ALONG STATE ROAD D FROM THE POST OFFICE
 JD2224'AT KNOB NOSTER, IN S 27, R 24 W, T 45 N, SET IN THE TO OF THE
 JD2224'SOUTH END OF THE WEST CONCRETE HEADWALL OF A 5-FOOT CONCRETE
 JD2224'CULVERT, 15 FEET WEST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT
 JD2224'NORTH OF THE SOUTH END OF THE HEADWALL, AND ABOUT 1 FOOT BELOW
 JD2224'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2154 ***********************************************************************
 JD2154  DESIGNATION -  G 310
 JD2154  PID         -  JD2154
 JD2154  STATE/COUNTY-  MO/JOHNSON
 JD2154  USGS QUAD   -  CORNELIA (1955)
 JD2154
 JD2154                         *CURRENT SURVEY CONTROL
 JD2154  ___________________________________________________________________
 JD2154* NAD 83(1986)-  38 41 31.     (N)    093 39 36.     (W)     SCALED    
 JD2154* NAVD 88     -       266.788  (meters)     875.29   (feet)  ADJUSTED  
 JD2154  ___________________________________________________________________
 JD2154  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2154  DYNAMIC HT  -         266.605 (meters)     874.69  (feet)  COMP
 JD2154  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 JD2154
 JD2154  VERT ORDER  -  SECOND    CLASS 0
 JD2154
 JD2154.The horizontal coordinates were scaled from a topographic map and have
 JD2154.an estimated accuracy of +/- 6 seconds.
 JD2154
 JD2154.The orthometric height was determined by differential leveling
 JD2154.and adjusted by the National Geodetic Survey in June 1991..
 JD2154
 JD2154.The geoid height was determined by GEOID03.
 JD2154
 JD2154.The dynamic height is computed by dividing the NAVD 88
 JD2154.geopotential number by the normal gravity value computed on the
 JD2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2154.degrees latitude (g = 980.6199 gals.).
 JD2154
 JD2154.The modeled gravity was interpolated from observed gravity values.
 JD2154
 JD2154;                    North         East    Units  Estimated Accuracy
 JD2154;SPC MO W     -   280,590.      923,080.      MT  (+/- 180 meters Scaled)
 JD2154
 JD2154                          SUPERSEDED SURVEY CONTROL
 JD2154
 JD2154  NGVD 29 (??/??/92)  266.686  (m)          874.95   (f) ADJ UNCH    2 0
 JD2154
 JD2154.Superseded values are not recommended for survey control.
 JD2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2154.See file dsdata.txt to determine how the superseded data were derived.
 JD2154
 JD2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC426827(NAD 83)
 JD2154_MARKER: DB = BENCH MARK DISK
 JD2154_SETTING: 66 = SET IN ROCK OUTCROP
 JD2154_SP_SET: ROCK CUT
 JD2154_STAMPING: G 310 1963
 JD2154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2154+STABILITY: POSITION/ELEVATION WELL
 JD2154
 JD2154  HISTORY     - Date     Condition        Report By
 JD2154  HISTORY     - 1963     MONUMENTED       CGS
 JD2154
 JD2154                          STATION DESCRIPTION
 JD2154
 JD2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2154'8.8 MI SE FROM WARRENSBURG.
 JD2154'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2154'AT WARRENSBURG, THENCE 4.5 MILES EAST ALONG STATE ROAD Y, IN
 JD2154'S 15, R 25 W, T 45 N, ON THE WEST SLOPE OF A SHORT STEEP HILL,
 JD2154'SET IN THE TOP OF THE EAST END OF A ROCK 15 FEET LONG AND
 JD2154'PROJECTING 2 FEET WHICH IS A PART OF A 12-FOOT DEEP CUT ON THE
 JD2154'SOUTH SIDE OF THE ROAD, 21 FEET SOUTH OF THE CENTERLINE OF THE
 JD2154'ROAD, 2 FEET WEST OF THE EAST END OF THE ROCK, 1 FOOT SOUTH
 JD2154'OF THE NORTH EDGE OF THE ROCK, AND ABOUT 1 FOOT ABOVE THE LEVEL
 JD2154'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0195 ***********************************************************************
 JC0195  DESIGNATION -  G 311
 JC0195  PID         -  JC0195
 JC0195  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0195  USGS QUAD   -  CAHOKIA (1993)
 JC0195
 JC0195                         *CURRENT SURVEY CONTROL
 JC0195  ___________________________________________________________________
 JC0195* NAD 83(1986)-  38 36 39.     (N)    090 12 45.     (W)     SCALED    
 JC0195* NAVD 88     -       160.144  (meters)     525.41   (feet)  ADJUSTED  
 JC0195  ___________________________________________________________________
 JC0195  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JC0195  DYNAMIC HT  -         160.042 (meters)     525.07  (feet)  COMP
 JC0195  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JC0195
 JC0195  VERT ORDER  -  FIRST     CLASS I
 JC0195
 JC0195.The horizontal coordinates were scaled from a topographic map and have
 JC0195.an estimated accuracy of +/- 6 seconds.
 JC0195
 JC0195.The orthometric height was determined by differential leveling
 JC0195.and adjusted by the National Geodetic Survey in June 1991..
 JC0195
 JC0195.The geoid height was determined by GEOID03.
 JC0195
 JC0195.The dynamic height is computed by dividing the NAVD 88
 JC0195.geopotential number by the normal gravity value computed on the
 JC0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0195.degrees latitude (g = 980.6199 gals.).
 JC0195
 JC0195.The modeled gravity was interpolated from observed gravity values.
 JC0195
 JC0195;                    North         East    Units  Estimated Accuracy
 JC0195;SPC MO E     -   308,270.      275,040.      MT  (+/- 180 meters Scaled)
 JC0195
 JC0195                          SUPERSEDED SURVEY CONTROL
 JC0195
 JC0195  NGVD 29 (??/??/92)  160.256  (m)          525.77   (f) ADJ UNCH    1 1
 JC0195
 JC0195.Superseded values are not recommended for survey control.
 JC0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0195.See file dsdata.txt to determine how the superseded data were derived.
 JC0195
 JC0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC427772(NAD 83)
 JC0195_MARKER: DB = BENCH MARK DISK
 JC0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0195_SP_SET: CONCRETE GUARD RAIL BASE
 JC0195_STAMPING: G 311 1969
 JC0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0195
 JC0195  HISTORY     - Date     Condition        Report By
 JC0195  HISTORY     - 1969     MONUMENTED       CGS
 JC0195
 JC0195                          STATION DESCRIPTION
 JC0195
 JC0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0195'AT ST LOUIS.
 JC0195'AT ST. LOUIS, ABOUT 1.3 MILES SOUTH ALONG 18 TH STREET FROM THE
 JC0195'UNION RAILROAD STATION, 150 FEET NORTHEAST OF THE CENTER OF THE
 JC0195'JUNCTION OF 18 TH STREET AND GEYER AVENUE, SET IN THE TOP OF THE
 JC0195'WEST END OF THE SOUTH CONCRETE GUARD RAIL BASE TO THE ENTRANCE
 JC0195'LANE FROM 18 TH STREET TO THE NORTHBOUND LANE OF INTERSTATE
 JC0195'HIGHWAY 55 OVER THE ENTRANCE LANE FROM 18 TH STREET TO INTERSTATE
 JC0195'HIGHWAY 55 SOUTH, 98 FEET EAST OF THE CENTER LINE OF 18 TH STREET,
 JC0195'22 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE LANE, 7.7 FEET
 JC0195'EAST OF THE WEST END OF THE GUARD RAIL AND ABOUT LEVEL WITH
 JC0195'18 TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0644 ***********************************************************************
 HC0644  DESIGNATION -  G 32
 HC0644  PID         -  HC0644
 HC0644  STATE/COUNTY-  MO/PHELPS
 HC0644  USGS QUAD   -  NEWBURG (1992)
 HC0644
 HC0644                         *CURRENT SURVEY CONTROL
 HC0644  ___________________________________________________________________
 HC0644* NAD 83(1986)-  37 55 16.     (N)    091 58 30.     (W)     SCALED    
 HC0644* NAVD 88     -       211.299  (meters)     693.24   (feet)  ADJUSTED  
 HC0644  ___________________________________________________________________
 HC0644  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HC0644  DYNAMIC HT  -         211.146 (meters)     692.73  (feet)  COMP
 HC0644  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 HC0644
 HC0644  VERT ORDER  -  SECOND    CLASS 0
 HC0644
 HC0644.The horizontal coordinates were scaled from a topographic map and have
 HC0644.an estimated accuracy of +/- 6 seconds.
 HC0644
 HC0644.The orthometric height was determined by differential leveling
 HC0644.and adjusted by the National Geodetic Survey in June 1991..
 HC0644
 HC0644.The geoid height was determined by GEOID03.
 HC0644
 HC0644.The dynamic height is computed by dividing the NAVD 88
 HC0644.geopotential number by the normal gravity value computed on the
 HC0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0644.degrees latitude (g = 980.6199 gals.).
 HC0644
 HC0644.The modeled gravity was interpolated from observed gravity values.
 HC0644
 HC0644;                    North         East    Units  Estimated Accuracy
 HC0644;SPC MO C     -   231,810.      546,160.      MT  (+/- 180 meters Scaled)
 HC0644
 HC0644                          SUPERSEDED SURVEY CONTROL
 HC0644
 HC0644  NGVD 29 (??/??/92)  211.245  (m)          693.06   (f) ADJ UNCH    2 0
 HC0644
 HC0644.Superseded values are not recommended for survey control.
 HC0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0644.See file dsdata.txt to determine how the superseded data were derived.
 HC0644
 HC0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB900975(NAD 83)
 HC0644_MARKER: DB = BENCH MARK DISK
 HC0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0644_SP_SET: BRIDGE
 HC0644_STAMPING: G 32 1934
 HC0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0644
 HC0644  HISTORY     - Date     Condition        Report By
 HC0644  HISTORY     - 1934     MONUMENTED       CGS
 HC0644  HISTORY     - 1938     GOOD             NGS
 HC0644
 HC0644                          STATION DESCRIPTION
 HC0644
 HC0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HC0644'0.2 MI N FROM ARLINGTON.
 HC0644'0.2 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HC0644'ARLINGTON, PHELPS COUNTY, AT BRIDGE 123.3 OVER GASCONADE RIVER,
 HC0644'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT,
 HC0644'2.5 FEET SOUTH OF THE NORTH EDGE, AND 0.8 FOOT EAST OF THE
 HC0644'WEST EDGE.  A STANDARD DISK, STAMPED G 32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1178 ***********************************************************************
 JC1178  DESIGNATION -  G 323
 JC1178  PID         -  JC1178
 JC1178  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1178  USGS QUAD   -  GRANITE CITY (1998)
 JC1178
 JC1178                         *CURRENT SURVEY CONTROL
 JC1178  ___________________________________________________________________
 JC1178* NAD 83(1986)-  38 42 09.     (N)    090 12 50.     (W)     SCALED    
 JC1178* NAVD 88     -       134.486  (meters)     441.23   (feet)  ADJUSTED  
 JC1178  ___________________________________________________________________
 JC1178  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JC1178  DYNAMIC HT  -         134.401 (meters)     440.95  (feet)  COMP
 JC1178  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JC1178
 JC1178  VERT ORDER  -  FIRST     CLASS II
 JC1178
 JC1178.The horizontal coordinates were scaled from a topographic map and have
 JC1178.an estimated accuracy of +/- 6 seconds.
 JC1178
 JC1178.The orthometric height was determined by differential leveling
 JC1178.and adjusted by the National Geodetic Survey in June 1991..
 JC1178
 JC1178.The geoid height was determined by GEOID03.
 JC1178
 JC1178.The dynamic height is computed by dividing the NAVD 88
 JC1178.geopotential number by the normal gravity value computed on the
 JC1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1178.degrees latitude (g = 980.6199 gals.).
 JC1178
 JC1178.The modeled gravity was interpolated from observed gravity values.
 JC1178
 JC1178;                    North         East    Units  Estimated Accuracy
 JC1178;SPC MO E     -   318,450.      274,890.      MT  (+/- 180 meters Scaled)
 JC1178
 JC1178                          SUPERSEDED SURVEY CONTROL
 JC1178
 JC1178  NGVD 29 (??/??/??)  134.452  (m)          441.11   (f) ADJUSTED    1 2
 JC1178
 JC1178.Superseded values are not recommended for survey control.
 JC1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1178.See file dsdata.txt to determine how the superseded data were derived.
 JC1178
 JC1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC422874(NAD 83)
 JC1178_MARKER: I = METAL ROD
 JC1178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1178_SP_SET: STAINLESS STEEL ROD
 JC1178_STAMPING: G 323 1981
 JC1178_MARK LOGO: NGS   
 JC1178_PROJECTION: FLUSH
 JC1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1178_ROD/PIPE-DEPTH: 9.8  meters
 JC1178
 JC1178  HISTORY     - Date     Condition        Report By
 JC1178  HISTORY     - 1981     MONUMENTED       NGS
 JC1178  HISTORY     - 19910326 MARK NOT FOUND   USPSQD
 JC1178
 JC1178                          STATION DESCRIPTION
 JC1178
 JC1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1178'IN ST LOUIS.
 JC1178'IN ST LOUIS, 3.2 KILOMETERS (2.0 MILES) SOUTH ALONG THE MISSISSIPPI
 JC1178'RIVER LEVEE FROM THE JUNCTIONS OF THE BURLINGTON NORTHERN RAILROAD
 JC1178'OVERPASS BRIDGE AND RIVERVIEW DRIVE IN THE NORTHEAST SECTION OF ST
 JC1178'LOUIS TO THE MARK ON THE RIGHT, 0.1 KILOMETERS (0.05 MILE) NORTHWEST
 JC1178'FROM THE JUNCTION OF HUMBOLT ROAD, 5.18 METERS (17.0 FEET) SOUTHWEST
 JC1178'OF THE CENTER OF THE LEVEE ROAD, AND 0.35 METER (1.2 FEET) SOUTHEAST
 JC1178'OF A METAL WITNESS POST.
 JC1178'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 JC1178'THE MARK IS 0.2 M BELOW LEVEE.
 JC1178
 JC1178                          STATION RECOVERY (1991)
 JC1178
 JC1178'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNC)
 JC1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1286 ***********************************************************************
 HB1286  DESIGNATION -  G 325
 HB1286  PID         -  HB1286
 HB1286  STATE/COUNTY-  MO/SCOTT
 HB1286  USGS QUAD   -  SCOTT CITY (1993)
 HB1286
 HB1286                         *CURRENT SURVEY CONTROL
 HB1286  ___________________________________________________________________
 HB1286* NAD 83(1986)-  37 13 38.     (N)    089 33 35.     (W)     SCALED    
 HB1286* NAVD 88     -       102.053  (meters)     334.82   (feet)  ADJUSTED  
 HB1286  ___________________________________________________________________
 HB1286  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HB1286  DYNAMIC HT  -         101.979 (meters)     334.58  (feet)  COMP
 HB1286  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 HB1286
 HB1286  VERT ORDER  -  FIRST     CLASS II
 HB1286
 HB1286.The horizontal coordinates were scaled from a topographic map and have
 HB1286.an estimated accuracy of +/- 6 seconds.
 HB1286
 HB1286.The orthometric height was determined by differential leveling
 HB1286.and adjusted by the National Geodetic Survey in June 1991..
 HB1286
 HB1286.The geoid height was determined by GEOID03.
 HB1286
 HB1286.The dynamic height is computed by dividing the NAVD 88
 HB1286.geopotential number by the normal gravity value computed on the
 HB1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1286.degrees latitude (g = 980.6199 gals.).
 HB1286
 HB1286.The modeled gravity was interpolated from observed gravity values.
 HB1286
 HB1286;                    North         East    Units  Estimated Accuracy
 HB1286;SPC MO E     -   155,080.      333,440.      MT  (+/- 180 meters Scaled)
 HB1286
 HB1286                          SUPERSEDED SURVEY CONTROL
 HB1286
 HB1286  NGVD 29 (??/??/??)  101.944  (m)          334.46   (f) ADJUSTED    1 2
 HB1286
 HB1286.Superseded values are not recommended for survey control.
 HB1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1286.See file dsdata.txt to determine how the superseded data were derived.
 HB1286
 HB1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG729231(NAD 83)
 HB1286_MARKER: I = METAL ROD
 HB1286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1286_SP_SET: STAINLESS STEEL ROD
 HB1286_STAMPING: G 325 1981
 HB1286_MARK LOGO: NGS   
 HB1286_PROJECTION: FLUSH
 HB1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1286+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2002
 HB1286_ROD/PIPE-DEPTH: 6.1  meters
 HB1286
 HB1286  HISTORY     - Date     Condition        Report By
 HB1286  HISTORY     - 1981     MONUMENTED       NGS
 HB1286  HISTORY     - 20020810 GOOD             USACE
 HB1286
 HB1286                          STATION DESCRIPTION
 HB1286
 HB1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1286'3.65 KM (2.3 MI) NW FROM SCOTT CITY.
 HB1286'1.5 KILOMETERS (0.95 MILE) WEST ALONG STATE HIGHWAY K FROM THE POST
 HB1286'OFFICE IN SCOTT CITY, THENCE 2.15 KILOMETERS (1.35 MILES) NORTH ALONG
 HB1286'INTERSTATE HIGHWAY 55 TO THE MARK ON THE LEFT AT THE EXIT 89 SIGN,
 HB1286'17.99 METERS (59.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE SOUTH
 HB1286'BOUND LANE OF THE HIGHWAY, 0.92 METER (3.0 FEET) SOUTHWEST OF THE
 HB1286'SOUTHWEST LEG OF THREE LEGS FOR THE EXIT 89 SIGN.
 HB1286'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HB1286
 HB1286                          STATION RECOVERY (2002)
 HB1286
 HB1286'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0978 ***********************************************************************
 KD0978  DESIGNATION -  G 326
 KD0978  PID         -  KD0978
 KD0978  STATE/COUNTY-  MO/SALINE
 KD0978  USGS QUAD   -  NAPTON (1971)
 KD0978
 KD0978                         *CURRENT SURVEY CONTROL
 KD0978  ___________________________________________________________________
 KD0978* NAD 83(1986)-  39 07 03.     (N)    093 07 23.     (W)     SCALED    
 KD0978* NAVD 88     -       228.691  (meters)     750.30   (feet)  ADJUSTED  
 KD0978  ___________________________________________________________________
 KD0978  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0978  DYNAMIC HT  -         228.549 (meters)     749.83  (feet)  COMP
 KD0978  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 KD0978
 KD0978  VERT ORDER  -  FIRST     CLASS II
 KD0978
 KD0978.The horizontal coordinates were scaled from a topographic map and have
 KD0978.an estimated accuracy of +/- 6 seconds.
 KD0978
 KD0978.The orthometric height was determined by differential leveling
 KD0978.and adjusted by the National Geodetic Survey in June 1991..
 KD0978
 KD0978.The geoid height was determined by GEOID03.
 KD0978
 KD0978.The dynamic height is computed by dividing the NAVD 88
 KD0978.geopotential number by the normal gravity value computed on the
 KD0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0978.degrees latitude (g = 980.6199 gals.).
 KD0978
 KD0978.The modeled gravity was interpolated from observed gravity values.
 KD0978
 KD0978;                    North         East    Units  Estimated Accuracy
 KD0978;SPC MO C     -   364,660.      446,120.      MT  (+/- 180 meters Scaled)
 KD0978
 KD0978                          SUPERSEDED SURVEY CONTROL
 KD0978
 KD0978.No superseded survey control is available for this station.
 KD0978
 KD0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD893298(NAD 83)
 KD0978_MARKER: I = METAL ROD
 KD0978_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0978_SP_SET: STAINLESS STEEL ROD
 KD0978_STAMPING: G 326 1986
 KD0978_MARK LOGO: NGS   
 KD0978_PROJECTION: FLUSH
 KD0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0978_ROD/PIPE-DEPTH: 9.4  meters
 KD0978
 KD0978  HISTORY     - Date     Condition        Report By
 KD0978  HISTORY     - 1986     MONUMENTED       NGS
 KD0978  HISTORY     - 1990     GOOD             USPSQD
 KD0978
 KD0978                          STATION DESCRIPTION
 KD0978
 KD0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0978'8.5 KM (5.3 MI) EAST FROM MARSHALL.
 KD0978'8.5 KM (5.3 MI) EASTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0978'WITH U.S. HIGHWAY 65 IN MARSHALL, 0.3 KM (0.2 MI) WEST OF THE
 KD0978'INTERSECTION OF STATE HIGHWAY 41, 23.3 M (76.4 FT) SOUTH OF THE
 KD0978'CENTERLINE OF THE HIGHWAY, 15.0 M (49.2 FT) WEST OF THE EXTENDED
 KD0978'CENTER OF A DRIVEWAY LEADING NORTH TO THE WEBER RESIDENCE, 13.2 M
 KD0978'(43.3 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, AND 1.1 M (3.6 FT)
 KD0978'EAST OF A UTILITY POLE WITH A GUY WIRE AT A LINE CROSSING THE HIGHWAY.
 KD0978'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0978'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KD0978'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 KD0978
 KD0978                          STATION RECOVERY (1990)
 KD0978
 KD0978'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0950 ***********************************************************************
 KD0950  DESIGNATION -  G 327
 KD0950  PID         -  KD0950
 KD0950  STATE/COUNTY-  MO/LAFAYETTE
 KD0950  USGS QUAD   -  WAVERLY (1979)
 KD0950
 KD0950                         *CURRENT SURVEY CONTROL
 KD0950  ___________________________________________________________________
 KD0950* NAD 83(1986)-  39 11 57.     (N)    093 32 50.     (W)     SCALED    
 KD0950* NAVD 88     -       224.391  (meters)     736.19   (feet)  ADJUSTED  
 KD0950  ___________________________________________________________________
 KD0950  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KD0950  DYNAMIC HT  -         224.252 (meters)     735.73  (feet)  COMP
 KD0950  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 KD0950
 KD0950  VERT ORDER  -  FIRST     CLASS II
 KD0950
 KD0950.The horizontal coordinates were scaled from a topographic map and have
 KD0950.an estimated accuracy of +/- 6 seconds.
 KD0950
 KD0950.The orthometric height was determined by differential leveling
 KD0950.and adjusted by the National Geodetic Survey in June 1991..
 KD0950
 KD0950.The geoid height was determined by GEOID03.
 KD0950
 KD0950.The dynamic height is computed by dividing the NAVD 88
 KD0950.geopotential number by the normal gravity value computed on the
 KD0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0950.degrees latitude (g = 980.6199 gals.).
 KD0950
 KD0950.The modeled gravity was interpolated from observed gravity values.
 KD0950
 KD0950;                    North         East    Units  Estimated Accuracy
 KD0950;SPC MO W     -   336,990.      932,300.      MT  (+/- 180 meters Scaled)
 KD0950
 KD0950                          SUPERSEDED SURVEY CONTROL
 KD0950
 KD0950.No superseded survey control is available for this station.
 KD0950
 KD0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD527390(NAD 83)
 KD0950_MARKER: I = METAL ROD
 KD0950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0950_SP_SET: STAINLESS STEEL ROD
 KD0950_STAMPING: G 327 1986
 KD0950_MARK LOGO: NGS   
 KD0950_PROJECTION: FLUSH
 KD0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0950_ROD/PIPE-DEPTH: 15.6 meters
 KD0950
 KD0950  HISTORY     - Date     Condition        Report By
 KD0950  HISTORY     - 1986     MONUMENTED       NGS
 KD0950
 KD0950                          STATION DESCRIPTION
 KD0950
 KD0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0950'30.1 KM (18.7 MI) EAST FROM LEXINGTON.
 KD0950'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 KD0950'IN LEXINGTON, THENCE 26.5 KM (16.45 MI) EASTERLY ALONG U.S. HIGHWAY
 KD0950'24, OR 28.6 KM (17.75 MI) WESTERLY ALONG U.S. HIGHWAY 65 FROM ITS
 KD0950'JUNCTION WITH STATE HIGHWAY 240 IN MARSHALL, THENCE 3.2 KM (2.0 MI)
 KD0950'WESTERLY ALONG U.S. HIGHWAY 24, 22.4 M (73.5 FT) WEST OF THE
 KD0950'CENTERLINE OF STATE HIGHWAY 23, 18.2 M (59.7 FT) SOUTH OF THE HIGHWAY
 KD0950'CENTERLINE, 9.5 M (31.2 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE
 KD0950'AND GATE, AND 1.0 M (3.3 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO
 KD0950'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0950'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KD0950'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1113 ***********************************************************************
 KE1113  DESIGNATION -  G 328
 KE1113  PID         -  KE1113
 KE1113  STATE/COUNTY-  MO/JACKSON
 KE1113  USGS QUAD   -  INDEPENDENCE (1990)
 KE1113
 KE1113                         *CURRENT SURVEY CONTROL
 KE1113  ___________________________________________________________________
 KE1113* NAD 83(1986)-  39 06 07.     (N)    094 25 24.     (W)     SCALED    
 KE1113* NAVD 88     -       292.510  (meters)     959.68   (feet)  ADJUSTED  
 KE1113  ___________________________________________________________________
 KE1113  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KE1113  DYNAMIC HT  -         292.319 (meters)     959.05  (feet)  COMP
 KE1113  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 KE1113
 KE1113  VERT ORDER  -  FIRST     CLASS II
 KE1113
 KE1113.The horizontal coordinates were scaled from a topographic map and have
 KE1113.an estimated accuracy of +/- 6 seconds.
 KE1113
 KE1113.The orthometric height was determined by differential leveling
 KE1113.and adjusted by the National Geodetic Survey in June 1991..
 KE1113
 KE1113.The geoid height was determined by GEOID03.
 KE1113
 KE1113.The dynamic height is computed by dividing the NAVD 88
 KE1113.geopotential number by the normal gravity value computed on the
 KE1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1113.degrees latitude (g = 980.6199 gals.).
 KE1113
 KE1113.The modeled gravity was interpolated from observed gravity values.
 KE1113
 KE1113;                    North         East    Units  Estimated Accuracy
 KE1113;SPC MO W     -   325,770.      856,630.      MT  (+/- 180 meters Scaled)
 KE1113
 KE1113                          SUPERSEDED SURVEY CONTROL
 KE1113
 KE1113.No superseded survey control is available for this station.
 KE1113
 KE1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD769290(NAD 83)
 KE1113_MARKER: DB = BENCH MARK DISK
 KE1113_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1113_SP_SET: PIER
 KE1113_STAMPING: G 328 1986
 KE1113_MARK LOGO: NGS   
 KE1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1113+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 KE1113
 KE1113  HISTORY     - Date     Condition        Report By
 KE1113  HISTORY     - 1986     MONUMENTED       NGS
 KE1113  HISTORY     - 20010331 GOOD             NGS
 KE1113  HISTORY     - 20040808 GOOD             GEOCAC
 KE1113
 KE1113                          STATION DESCRIPTION
 KE1113
 KE1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1113'IN INDEPENDENCE.
 KE1113'IN INDEPENDENCE, AT THE INTERSECTION OF U.S. HIGHWAY 24 (INDEPENDENCE
 KE1113'AVENUE) AND DELAWARE STREET, SET VERTICALLY IN THE NORTH FACE OF THE
 KE1113'MOST NORTHERLY 1 OF 3 COLUMNS OF THE FIRST PIER WEST OF THE EAST
 KE1113'ABUTMENT OF THE HIGHWAY OVERPASS OF THE STREET, AND 10.1 M (33.1 FT)
 KE1113'EAST OF THE CENTER OF THE STREET.
 KE1113'THE MARK IS 1.6 M ABOVE THE GROUND.
 KE1113
 KE1113                          STATION RECOVERY (2001)
 KE1113
 KE1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1113'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1113
 KE1113                          STATION RECOVERY (2004)
 KE1113
 KE1113'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1127 ***********************************************************************
 KE1127  DESIGNATION -  G 329
 KE1127  PID         -  KE1127
 KE1127  STATE/COUNTY-  MO/JACKSON
 KE1127  USGS QUAD   -  BUCKNER (1990)
 KE1127
 KE1127                         *CURRENT SURVEY CONTROL
 KE1127  ___________________________________________________________________
 KE1127* NAD 83(1986)-  39 08 16.     (N)    094 11 49.     (W)     SCALED    
 KE1127* NAVD 88     -       226.643  (meters)     743.58   (feet)  ADJUSTED  
 KE1127  ___________________________________________________________________
 KE1127  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1127  DYNAMIC HT  -         226.499 (meters)     743.11  (feet)  COMP
 KE1127  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 KE1127
 KE1127  VERT ORDER  -  FIRST     CLASS II
 KE1127
 KE1127.The horizontal coordinates were scaled from a topographic map and have
 KE1127.an estimated accuracy of +/- 6 seconds.
 KE1127
 KE1127.The orthometric height was determined by differential leveling
 KE1127.and adjusted by the National Geodetic Survey in June 1991..
 KE1127
 KE1127.The geoid height was determined by GEOID03.
 KE1127
 KE1127.The dynamic height is computed by dividing the NAVD 88
 KE1127.geopotential number by the normal gravity value computed on the
 KE1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1127.degrees latitude (g = 980.6199 gals.).
 KE1127
 KE1127.The modeled gravity was interpolated from observed gravity values.
 KE1127
 KE1127;                    North         East    Units  Estimated Accuracy
 KE1127;SPC MO W     -   329,790.      876,200.      MT  (+/- 180 meters Scaled)
 KE1127
 KE1127                          SUPERSEDED SURVEY CONTROL
 KE1127
 KE1127.No superseded survey control is available for this station.
 KE1127
 KE1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD965327(NAD 83)
 KE1127_MARKER: I = METAL ROD
 KE1127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1127_SP_SET: STAINLESS STEEL ROD
 KE1127_STAMPING: G 329 1986
 KE1127_MARK LOGO: NGS   
 KE1127_PROJECTION: FLUSH
 KE1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1127+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2001
 KE1127_ROD/PIPE-DEPTH: 21.9 meters
 KE1127
 KE1127  HISTORY     - Date     Condition        Report By
 KE1127  HISTORY     - 1986     MONUMENTED       NGS
 KE1127  HISTORY     - 20011224 GOOD             SKW
 KE1127  HISTORY     - 20051001 GOOD             GEOCAC
 KE1127
 KE1127                          STATION DESCRIPTION
 KE1127
 KE1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1127'IN BUCKNER.
 KE1127'IN BUCKNER, AT THE INTERSECTION OF U.S. HIGHWAY 24 (MONROE STREET) AND
 KE1127'STATE HIGHWAY BB (SIBLEY STREET), 20.1 M (65.9 FT) EAST OF THE ROUTE
 KE1127'CENTERLINE, 9.5 M (31.2 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 KE1127'HIGHWAY LANES, 2.3 M (7.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KE1127'TRAFFIC CONTROL BOX, 1.5 M (4.9 FT) NORTHWEST OF A FENCE, AND 0.5 M
 KE1127'(1.6 FT) NORTH OF THE NORTHEAST EDGE OF A 2 BY 14 FOOT GRANITE
 KE1127'MONUMENT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KE1127'CAP.
 KE1127'THE MARK IS 0.3 M BELOW THE U.S. HIGHWAY.
 KE1127
 KE1127                          STATION RECOVERY (2001)
 KE1127
 KE1127'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 KE1127'RECOVERED IN GOOD CONDITION.
 KE1127
 KE1127                          STATION RECOVERY (2005)
 KE1127
 KE1127'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0263 ***********************************************************************
 JD0263  DESIGNATION -  G 33
 JD0263  PID         -  JD0263
 JD0263  STATE/COUNTY-  MO/MORGAN
 JD0263  USGS QUAD   -  VERSAILLES (1982)
 JD0263
 JD0263                         *CURRENT SURVEY CONTROL
 JD0263  ___________________________________________________________________
 JD0263* NAD 83(1986)-  38 26 38.     (N)    092 47 29.     (W)     SCALED    
 JD0263* NAVD 88     -       319.387  (meters)    1047.86   (feet)  ADJUSTED  
 JD0263  ___________________________________________________________________
 JD0263  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JD0263  DYNAMIC HT  -         319.160 (meters)    1047.11  (feet)  COMP
 JD0263  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 JD0263
 JD0263  VERT ORDER  -  SECOND    CLASS 0
 JD0263
 JD0263.The horizontal coordinates were scaled from a topographic map and have
 JD0263.an estimated accuracy of +/- 6 seconds.
 JD0263
 JD0263.The orthometric height was determined by differential leveling
 JD0263.and adjusted by the National Geodetic Survey in June 1991..
 JD0263.WARNING-Repeat measurements at this control monument indicate possible
 JD0263.vertical movement.
 JD0263
 JD0263.The geoid height was determined by GEOID03.
 JD0263
 JD0263.The dynamic height is computed by dividing the NAVD 88
 JD0263.geopotential number by the normal gravity value computed on the
 JD0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0263.degrees latitude (g = 980.6199 gals.).
 JD0263
 JD0263.The modeled gravity was interpolated from observed gravity values.
 JD0263
 JD0263;                    North         East    Units  Estimated Accuracy
 JD0263;SPC MO C     -   289,740.      474,560.      MT  (+/- 180 meters Scaled)
 JD0263
 JD0263                          SUPERSEDED SURVEY CONTROL
 JD0263
 JD0263  NGVD 29 (??/??/92)  319.280  (m)         1047.50   (f) ADJ UNCH    2 0
 JD0263
 JD0263.Superseded values are not recommended for survey control.
 JD0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0263.See file dsdata.txt to determine how the superseded data were derived.
 JD0263
 JD0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC182550(NAD 83)
 JD0263_MARKER: DB = BENCH MARK DISK
 JD0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0263_STAMPING: G 33 1934
 JD0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0263+STABILITY: SURFACE MOTION
 JD0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD0263+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 JD0263
 JD0263  HISTORY     - Date     Condition        Report By
 JD0263  HISTORY     - 1934     MONUMENTED       CGS
 JD0263  HISTORY     - 1963     GOOD             NGS
 JD0263  HISTORY     - 20030411 GOOD             MODNR
 JD0263
 JD0263                          STATION DESCRIPTION
 JD0263
 JD0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0263'2.8 MI E FROM VERSAILLES.
 JD0263'ABOUT 2.85 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0263'RAILROAD FROM THE STATION AT VERSAILLES, IN SECTION 33, T 43 N,
 JD0263'R 17 W, 108 FEET SOUTHWEST OF AND ACROSS THE TRACK THE CENTER
 JD0263'LINE OF STATE ROAD 52 29 1/2 FEET SOUTHEAST OF THE 8TH TELEPHONE
 JD0263'POLE NORTHWEST OF MILEPOST 174, 47 1/2 FEET WEST OF THE CENTER
 JD0263'LINE OF A CROSSING WITH A PRIVATE ROAD, 54 FEET NORTHWEST OF
 JD0263'THE CENTER LINE OF THE ROAD, 28 1/2 FEET SOUTHWEST OF THE
 JD0263'SOUTHWEST RAIL, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT
 JD0263'3 1/2 FEET ABOVE THE RAILS, AND SET IN THE TOP OF A CONCRETE
 JD0263'POST PROJECTING 4 INCHES.
 JD0263
 JD0263                          STATION RECOVERY (2003)
 JD0263
 JD0263'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 JD0263'THE RAILROAD IS ABANDONED BUT THE TRACK IS IN PLACE. THE STATION IS
 JD0263'108 FEET SOUTH OF THE CENTER OF HIGHWAY 52, 47.5 FEET WEST OF THE
 JD0263'CENTER OF GATES ROAD AT THE OLD RAILROAD CROSSING AND 28.5 FEET
 JD0263'SOUTHWEST OF THE SOUTHWEST RAIL.
 JD0263' 
 JD0263'TO REACH FROM THE INTERSECTION OF HIGHWAY 52 AND ROUTE C GO SOUTHEAST
 JD0263'ON HIGHWAY 52 TO THE INTERSECTION OF HIGHWAY 52 WITH GATES ROAD TO THE
 JD0263'SOUTH, GO SOUTH ON GATES ROAD ABOUT 100 FEET TO THE ABANDONED RAILROAD
 JD0263'CROSSING AND THE STATION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0998 ***********************************************************************
 KD0998  DESIGNATION -  G 330
 KD0998  PID         -  KD0998
 KD0998  STATE/COUNTY-  MO/HOWARD
 KD0998  USGS QUAD   -  GLASGOW (1971)
 KD0998
 KD0998                         *CURRENT SURVEY CONTROL
 KD0998  ___________________________________________________________________
 KD0998* NAD 83(1986)-  39 09 02.     (N)    092 50 32.     (W)     SCALED    
 KD0998* NAVD 88     -       200.588  (meters)     658.10   (feet)  ADJUSTED  
 KD0998  ___________________________________________________________________
 KD0998  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KD0998  DYNAMIC HT  -         200.462 (meters)     657.68  (feet)  COMP
 KD0998  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 KD0998
 KD0998  VERT ORDER  -  FIRST     CLASS II
 KD0998
 KD0998.The horizontal coordinates were scaled from a topographic map and have
 KD0998.an estimated accuracy of +/- 6 seconds.
 KD0998
 KD0998.The orthometric height was determined by differential leveling
 KD0998.and adjusted by the National Geodetic Survey in June 1991..
 KD0998
 KD0998.The geoid height was determined by GEOID03.
 KD0998
 KD0998.The dynamic height is computed by dividing the NAVD 88
 KD0998.geopotential number by the normal gravity value computed on the
 KD0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0998.degrees latitude (g = 980.6199 gals.).
 KD0998
 KD0998.The modeled gravity was interpolated from observed gravity values.
 KD0998
 KD0998;                    North         East    Units  Estimated Accuracy
 KD0998;SPC MO C     -   368,200.      470,420.      MT  (+/- 180 meters Scaled)
 KD0998
 KD0998                          SUPERSEDED SURVEY CONTROL
 KD0998
 KD0998.No superseded survey control is available for this station.
 KD0998
 KD0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD136334(NAD 83)
 KD0998_MARKER: I = METAL ROD
 KD0998_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0998_SP_SET: STAINLESS STEEL ROD
 KD0998_STAMPING: G 330 1986
 KD0998_MARK LOGO: NGS   
 KD0998_PROJECTION: RECESSED 3 CENTIMETERS
 KD0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0998_ROD/PIPE-DEPTH: 9.6  meters
 KD0998
 KD0998  HISTORY     - Date     Condition        Report By
 KD0998  HISTORY     - 1986     MONUMENTED       NGS
 KD0998
 KD0998                          STATION DESCRIPTION
 KD0998
 KD0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0998'8.3 KM (5.15 MI) SOUTH FROM GLASGOW.
 KD0998'8.3 KM (5.15 MI) SOUTHERLY ALONG STATE HIGHWAY 87 FROM ITS JUNCTION
 KD0998'WITH STATE HIGHWAY 240 IN GLASGOW, NEAR THE SOUTHWEST CORNER OF THE
 KD0998'RICHMOND CEMETERY, 17.2 M (56.4 FT) NORTH OF THE CENTER OF A GRAVELED
 KD0998'ROAD, 16.2 M (53.1 FT) NORTHWEST OF A UTILITY POLE WITH A TRANSFORMER,
 KD0998'13.9 M (45.6 FT) EAST OF THE HIGHWAY CENTERLINE, AND 5.0 M (16.4 FT)
 KD0998'SOUTH OF A UTILITY POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KD0998'5-INCH LOGO CAP.
 KD0998'THE MARK IS 0.5 METERS  NNW FROM  A WITNESS POST
 KD0998'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2430 ***********************************************************************
 JD2430  DESIGNATION -  G 331
 JD2430  PID         -  JD2430
 JD2430  STATE/COUNTY-  MO/MONITEAU
 JD2430  USGS QUAD   -  PRAIRIE HOME (1985)
 JD2430
 JD2430                         *CURRENT SURVEY CONTROL
 JD2430  ___________________________________________________________________
 JD2430* NAD 83(1986)-  38 48 31.     (N)    092 31 51.     (W)     SCALED    
 JD2430* NAVD 88     -       251.214  (meters)     824.19   (feet)  ADJUSTED  
 JD2430  ___________________________________________________________________
 JD2430  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD2430  DYNAMIC HT  -         251.045 (meters)     823.64  (feet)  COMP
 JD2430  MODELED GRAV-     979,950.3   (mgal)                       NAVD 88
 JD2430
 JD2430  VERT ORDER  -  FIRST     CLASS II
 JD2430
 JD2430.The horizontal coordinates were scaled from a topographic map and have
 JD2430.an estimated accuracy of +/- 6 seconds.
 JD2430
 JD2430.The orthometric height was determined by differential leveling
 JD2430.and adjusted by the National Geodetic Survey in June 1991..
 JD2430
 JD2430.The geoid height was determined by GEOID03.
 JD2430
 JD2430.The dynamic height is computed by dividing the NAVD 88
 JD2430.geopotential number by the normal gravity value computed on the
 JD2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2430.degrees latitude (g = 980.6199 gals.).
 JD2430
 JD2430.The modeled gravity was interpolated from observed gravity values.
 JD2430
 JD2430;                    North         East    Units  Estimated Accuracy
 JD2430;SPC MO C     -   330,190.      497,320.      MT  (+/- 180 meters Scaled)
 JD2430
 JD2430                          SUPERSEDED SURVEY CONTROL
 JD2430
 JD2430.No superseded survey control is available for this station.
 JD2430
 JD2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC407956(NAD 83)
 JD2430_MARKER: I = METAL ROD
 JD2430_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JD2430+WITH SETTING: INFORMATION.
 JD2430_SP_SET: SHALLOW-SET METAL ROD
 JD2430_STAMPING: G 331 1986
 JD2430_MARK LOGO: NGS   
 JD2430_PROJECTION: FLUSH
 JD2430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2430_ROD/PIPE-DEPTH: 2.9  meters
 JD2430
 JD2430  HISTORY     - Date     Condition        Report By
 JD2430  HISTORY     - 1986     MONUMENTED       NGS
 JD2430
 JD2430                          STATION DESCRIPTION
 JD2430
 JD2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2430'29.9 KM (18.6 MI) SE FROM BOONVILLE.
 JD2430'29.9 KM (18.55 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2430'COURTHOUSE IN BOONVILLE, 35.7 M (117.1 FT) EAST OF THE CENTER OF A
 JD2430'FIELD ENTRANCE, 12.0 M (39.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, AND
 JD2430'1.6 M (5.2 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 JD2430'HAD THROUGH A 5-INCH LOGO CAP.
 JD2430'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 JD2430'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2437 ***********************************************************************
 JD2437  DESIGNATION -  G 332
 JD2437  PID         -  JD2437
 JD2437  STATE/COUNTY-  MO/MONITEAU
 JD2437  USGS QUAD   -  JAMESTOWN (1969)
 JD2437
 JD2437                         *CURRENT SURVEY CONTROL
 JD2437  ___________________________________________________________________
 JD2437* NAD 83(1986)-  38 45 49.     (N)    092 29 36.     (W)     SCALED    
 JD2437* NAVD 88     -       273.025  (meters)     895.75   (feet)  ADJUSTED  
 JD2437  ___________________________________________________________________
 JD2437  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2437  DYNAMIC HT  -         272.840 (meters)     895.14  (feet)  COMP
 JD2437  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 JD2437
 JD2437  VERT ORDER  -  FIRST     CLASS II
 JD2437
 JD2437.The horizontal coordinates were scaled from a topographic map and have
 JD2437.an estimated accuracy of +/- 6 seconds.
 JD2437
 JD2437.The orthometric height was determined by differential leveling
 JD2437.and adjusted by the National Geodetic Survey in June 1991..
 JD2437
 JD2437.The geoid height was determined by GEOID03.
 JD2437
 JD2437.The dynamic height is computed by dividing the NAVD 88
 JD2437.geopotential number by the normal gravity value computed on the
 JD2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2437.degrees latitude (g = 980.6199 gals.).
 JD2437
 JD2437.The modeled gravity was interpolated from observed gravity values.
 JD2437
 JD2437;                    North         East    Units  Estimated Accuracy
 JD2437;SPC MO C     -   325,190.      500,580.      MT  (+/- 180 meters Scaled)
 JD2437
 JD2437                          SUPERSEDED SURVEY CONTROL
 JD2437
 JD2437.No superseded survey control is available for this station.
 JD2437
 JD2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC440906(NAD 83)
 JD2437_MARKER: I = METAL ROD
 JD2437_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JD2437_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JD2437_STAMPING: G 332 1986
 JD2437_MARK LOGO: NGS   
 JD2437_PROJECTION: FLUSH
 JD2437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2437+STABILITY: POSITION/ELEVATION WELL
 JD2437_ROD/PIPE-DEPTH: 4.9  meters
 JD2437_SLEEVE-DEPTH  : 3.0 meters
 JD2437
 JD2437  HISTORY     - Date     Condition        Report By
 JD2437  HISTORY     - 1986     MONUMENTED       NGS
 JD2437
 JD2437                          STATION DESCRIPTION
 JD2437
 JD2437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2437'36.7 KM (22.8 MI) SE FROM BOONVILLE.
 JD2437'36.7 KM (22.8 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2437'COURTHOUSE IN BOONVILLE, OR 37.8 KM (23.45 MI) NORTHWESTERLY ALONG
 JD2437'STATE HIGHWAY 179 FROM ITS JUNCTION WITH U.S. HIGHWAY 50 IN JEFFERSON
 JD2437'CITY, 25.1 M (82.3 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 19.9 M
 JD2437'(65.3 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD U, 14.0 M (45.9 FT)
 JD2437'SOUTH OF A FENCE CORNER, AND 8.3 M (27.2 FT) NORTH OF A FENCE CORNER.
 JD2437'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2437'THE MARK IS 0.8 METERS  E FROM  A WITNESS POST AND FENCE
 JD2437'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2397 ***********************************************************************
 JD2397  DESIGNATION -  G 333
 JD2397  PID         -  JD2397
 JD2397  STATE/COUNTY-  MO/OSAGE
 JD2397  USGS QUAD   -  OSAGE CITY (1981)
 JD2397
 JD2397                         *CURRENT SURVEY CONTROL
 JD2397  ___________________________________________________________________
 JD2397* NAD 83(1986)-  38 30 21.     (N)    092 01 43.     (W)     SCALED    
 JD2397* NAVD 88     -       170.360  (meters)     558.92   (feet)  ADJUSTED  
 JD2397  ___________________________________________________________________
 JD2397  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JD2397  DYNAMIC HT  -         170.244 (meters)     558.54  (feet)  COMP
 JD2397  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 JD2397
 JD2397  VERT ORDER  -  FIRST     CLASS II
 JD2397
 JD2397.The horizontal coordinates were scaled from a topographic map and have
 JD2397.an estimated accuracy of +/- 6 seconds.
 JD2397
 JD2397.The orthometric height was determined by differential leveling
 JD2397.and adjusted by the National Geodetic Survey in June 1991..
 JD2397
 JD2397.The geoid height was determined by GEOID03.
 JD2397
 JD2397.The dynamic height is computed by dividing the NAVD 88
 JD2397.geopotential number by the normal gravity value computed on the
 JD2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2397.degrees latitude (g = 980.6199 gals.).
 JD2397
 JD2397.The modeled gravity was interpolated from observed gravity values.
 JD2397
 JD2397;                    North         East    Units  Estimated Accuracy
 JD2397;SPC MO C     -   296,680.      541,120.      MT  (+/- 180 meters Scaled)
 JD2397
 JD2397                          SUPERSEDED SURVEY CONTROL
 JD2397
 JD2397.No superseded survey control is available for this station.
 JD2397
 JD2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC846623(NAD 83)
 JD2397_MARKER: DV = VERTICAL CONTROL DISK
 JD2397_SETTING: 66 = SET IN ROCK OUTCROP
 JD2397_SP_SET: IN A DRILL HOLE IN BEDROCK
 JD2397_STAMPING: G 333 1986
 JD2397_MARK LOGO: NGS   
 JD2397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2397+STABILITY: POSITION/ELEVATION WELL
 JD2397
 JD2397  HISTORY     - Date     Condition        Report By
 JD2397  HISTORY     - 1986     MONUMENTED       NGS
 JD2397  HISTORY     - 19890718 GOOD             NGS
 JD2397
 JD2397                          STATION DESCRIPTION
 JD2397
 JD2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2397'16.9 KM (10.5 MI) EAST FROM JEFFERSON CITY.
 JD2397'16.9 KM (10.5 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JD2397'WITH U.S. HIGHWAY 54 IN JEFFERSON CITY, SET VERTICALLY NEAR THE CENTER
 JD2397'OF THE NORTHEAST FACE OF A 400 FOOT EXPOSED AREA OF BEDROCK IN A
 JD2397'HIGHWAY CUT, AND 17.0 M (55.8 FT) SOUTHWEST OF THE WEST BOUND HIGHWAY
 JD2397'CENTERLINE.
 JD2397'THE MARK IS 1.2 M ABOVE THE GROUND.
 JD2397
 JD2397                          STATION RECOVERY (1989)
 JD2397
 JD2397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD2397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1338 ***********************************************************************
 JC1338  DESIGNATION -  G 334
 JC1338  PID         -  JC1338
 JC1338  STATE/COUNTY-  MO/FRANKLIN
 JC1338  USGS QUAD   -  NEW HAVEN (1973)
 JC1338
 JC1338                         *CURRENT SURVEY CONTROL
 JC1338  ___________________________________________________________________
 JC1338* NAD 83(1986)-  38 36 01.     (N)    091 13 49.     (W)     SCALED    
 JC1338* NAVD 88     -       180.678  (meters)     592.77   (feet)  ADJUSTED  
 JC1338  ___________________________________________________________________
 JC1338  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JC1338  DYNAMIC HT  -         180.561 (meters)     592.39  (feet)  COMP
 JC1338  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 JC1338
 JC1338  VERT ORDER  -  FIRST     CLASS II
 JC1338
 JC1338.The horizontal coordinates were scaled from a topographic map and have
 JC1338.an estimated accuracy of +/- 6 seconds.
 JC1338
 JC1338.The orthometric height was determined by differential leveling
 JC1338.and adjusted by the National Geodetic Survey in June 1991..
 JC1338
 JC1338.The geoid height was determined by GEOID03.
 JC1338
 JC1338.The dynamic height is computed by dividing the NAVD 88
 JC1338.geopotential number by the normal gravity value computed on the
 JC1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1338.degrees latitude (g = 980.6199 gals.).
 JC1338
 JC1338.The modeled gravity was interpolated from observed gravity values.
 JC1338
 JC1338;                    North         East    Units  Estimated Accuracy
 JC1338;SPC MO E     -   307,310.      186,390.      MT  (+/- 180 meters Scaled)
 JC1338
 JC1338                          SUPERSEDED SURVEY CONTROL
 JC1338
 JC1338.No superseded survey control is available for this station.
 JC1338
 JC1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC541739(NAD 83)
 JC1338_MARKER: I = METAL ROD
 JC1338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1338_SP_SET: STAINLESS STEEL ROD
 JC1338_STAMPING: G 334 1986
 JC1338_MARK LOGO: NGS   
 JC1338_PROJECTION: FLUSH
 JC1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1338_ROD/PIPE-DEPTH: 4.2  meters
 JC1338
 JC1338  HISTORY     - Date     Condition        Report By
 JC1338  HISTORY     - 1986     MONUMENTED       NGS
 JC1338
 JC1338                          STATION DESCRIPTION
 JC1338
 JC1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1338'IN NEW HAVEN.
 JC1338'IN NEW HAVEN, AT THE INTERSECTION OF STATE HIGHWAY 100 AND PARK DRIVE,
 JC1338'15.9 M (52.2 FT) WEST OF THE CENTER OF THE DRIVE, 15.0 M (49.2 FT)
 JC1338'SOUTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) WEST OF THE CENTER OF
 JC1338'A DRIVEWAY LEADING SOUTH TO THE ROY BAIL MEMORIAL PARK, AND 3.7 M
 JC1338'(12.1 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 JC1338'THROUGH A 5-INCH LOGO CAP.
 JC1338'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JC1338'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1356 ***********************************************************************
 JC1356  DESIGNATION -  G 335
 JC1356  PID         -  JC1356
 JC1356  STATE/COUNTY-  MO/GASCONADE
 JC1356  USGS QUAD   -  HERMANN (1985)
 JC1356
 JC1356                         *CURRENT SURVEY CONTROL
 JC1356  ___________________________________________________________________
 JC1356* NAD 83(1986)-  38 42 27.     (N)    091 26 06.     (W)     SCALED    
 JC1356* NAVD 88     -       158.893  (meters)     521.30   (feet)  ADJUSTED  
 JC1356  ___________________________________________________________________
 JC1356  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JC1356  DYNAMIC HT  -         158.788 (meters)     520.96  (feet)  COMP
 JC1356  MODELED GRAV-     979,969.2   (mgal)                       NAVD 88
 JC1356
 JC1356  VERT ORDER  -  FIRST     CLASS II
 JC1356
 JC1356.The horizontal coordinates were scaled from a topographic map and have
 JC1356.an estimated accuracy of +/- 6 seconds.
 JC1356
 JC1356.The orthometric height was determined by differential leveling
 JC1356.and adjusted by the National Geodetic Survey in June 1991..
 JC1356
 JC1356.The geoid height was determined by GEOID03.
 JC1356
 JC1356.The dynamic height is computed by dividing the NAVD 88
 JC1356.geopotential number by the normal gravity value computed on the
 JC1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1356.degrees latitude (g = 980.6199 gals.).
 JC1356
 JC1356.The modeled gravity was interpolated from observed gravity values.
 JC1356
 JC1356;                    North         East    Units  Estimated Accuracy
 JC1356;SPC MO E     -   319,380.      168,680.      MT  (+/- 180 meters Scaled)
 JC1356
 JC1356                          SUPERSEDED SURVEY CONTROL
 JC1356
 JC1356.No superseded survey control is available for this station.
 JC1356
 JC1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC360854(NAD 83)
 JC1356_MARKER: DB = BENCH MARK DISK
 JC1356_SETTING: 66 = SET IN ROCK OUTCROP
 JC1356_SP_SET: ROCK OUTCROP
 JC1356_STAMPING: G 335 1986
 JC1356_MARK LOGO: NGS   
 JC1356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1356+STABILITY: POSITION/ELEVATION WELL
 JC1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC1356+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2001
 JC1356
 JC1356  HISTORY     - Date     Condition        Report By
 JC1356  HISTORY     - 1986     MONUMENTED       NGS
 JC1356  HISTORY     - 1987     GOOD             USPSQD
 JC1356  HISTORY     - 20010320 GOOD             MODNR
 JC1356
 JC1356                          STATION DESCRIPTION
 JC1356
 JC1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1356'IN HERMANN.
 JC1356'IN HERMANN, AT THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD AND
 JC1356'SCHILLER STREET, SET VERTICALLY IN THE NORTH FACE OF THE EASTERN 1/3
 JC1356'OF A 100 BY 420 FOOT EXPOSED AREA OF BEDROCK IN A RAILROAD CUT, 42.7 M
 JC1356'(140.1 FT) WEST OF THE STREET CENTER, 10.4 M (34.1 FT) WEST OF THE
 JC1356'EAST END OF THE CUT, 6.1 M (20.0 FT) WEST OF A UTILITY POLE, AND 2.4 M
 JC1356'(7.9 FT) SOUTH OF THE NEAR RAIL.
 JC1356'THE MARK IS 1.3 METERS  E FROM  A WITNESS POST
 JC1356'THE MARK IS 1.3 M ABOVE THE TRACKS.
 JC1356
 JC1356                          STATION RECOVERY (1987)
 JC1356
 JC1356'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 JC1356'RECOVERED IN GOOD CONDITION.
 JC1356
 JC1356                          STATION RECOVERY (2001)
 JC1356
 JC1356'RECOVERY NOTE BY MO DEPT OF NAT RES 2001 (BDC)
 JC1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1079 ***********************************************************************
 HC1079  DESIGNATION -  G 336
 HC1079  PID         -  HC1079
 HC1079  STATE/COUNTY-  MO/TEXAS
 HC1079  USGS QUAD   -  RAYMONDVILLE (1951)
 HC1079
 HC1079                         *CURRENT SURVEY CONTROL
 HC1079  ___________________________________________________________________
 HC1079* NAD 83(1986)-  37 20 19.     (N)    091 51 01.     (W)     SCALED    
 HC1079* NAVD 88     -       405.335  (meters)    1329.84   (feet)  ADJUSTED  
 HC1079  ___________________________________________________________________
 HC1079  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HC1079  DYNAMIC HT  -         405.004 (meters)    1328.75  (feet)  COMP
 HC1079  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 HC1079
 HC1079  VERT ORDER  -  FIRST     CLASS II
 HC1079
 HC1079.The horizontal coordinates were scaled from a topographic map and have
 HC1079.an estimated accuracy of +/- 6 seconds.
 HC1079
 HC1079.The orthometric height was determined by differential leveling
 HC1079.and adjusted by the National Geodetic Survey in June 1991..
 HC1079
 HC1079.The geoid height was determined by GEOID03.
 HC1079
 HC1079.The dynamic height is computed by dividing the NAVD 88
 HC1079.geopotential number by the normal gravity value computed on the
 HC1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1079.degrees latitude (g = 980.6199 gals.).
 HC1079
 HC1079.The modeled gravity was interpolated from observed gravity values.
 HC1079
 HC1079;                    North         East    Units  Estimated Accuracy
 HC1079;SPC MO C     -   167,230.      557,570.      MT  (+/- 180 meters Scaled)
 HC1079
 HC1079                          SUPERSEDED SURVEY CONTROL
 HC1079
 HC1079  NGVD 29 (10/05/93)  405.211  (m)         1329.43   (f) ADJUSTED    1 2
 HC1079
 HC1079.Superseded values are not recommended for survey control.
 HC1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1079.See file dsdata.txt to determine how the superseded data were derived.
 HC1079
 HC1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB018330(NAD 83)
 HC1079_MARKER: I = METAL ROD
 HC1079_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HC1079+WITH SETTING: INFORMATION.
 HC1079_SP_SET: METAL ROD DRIVEN INTO GROUND
 HC1079_STAMPING: G 336 1986
 HC1079_MARK LOGO: NGS   
 HC1079_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC1079
 HC1079  HISTORY     - Date     Condition        Report By
 HC1079  HISTORY     - 1986     MONUMENTED       NGS
 HC1079
 HC1079                          STATION DESCRIPTION
 HC1079
 HC1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1079'9.5 KM (5.9 MI) EASTERLY ALONG COUNTY ROAD B FROM ITS JUNCTION WITH
 HC1079'U.S. HIGHWAY 63 IN HOUSTON, A METAL ROD DRIVEN 2.0 M AND FLUSH WITH
 HC1079'GROUND, 61.9 M (203.1 FT) NORTHEAST OF THE CENTER OF STATE HIGHWAY
 HC1079'137, 19.6 M (64.3 FT) NORTH OF A FIRE HYDRANT, 14.0 M (45.9 FT)
 HC1079'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 11.2 M (36.7 FT) NORTH OF
 HC1079'THE CENTER OF A DIRT ROAD, 1.9 M (6.2 FT) SOUTHWEST OF A UTILITY POLE
 HC1079'WITH A GUY WIRE, 0.5 M (1.6 FT) SOUTH OF A FENCE CORNER, 0.3 M (1.0
 HC1079'FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTH OF A
 HC1079'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HC1079'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1107 ***********************************************************************
 HC1107  DESIGNATION -  G 337
 HC1107  PID         -  HC1107
 HC1107  STATE/COUNTY-  MO/PHELPS
 HC1107  USGS QUAD   -  YANCY MILLS (1982)
 HC1107
 HC1107                         *CURRENT SURVEY CONTROL
 HC1107  ___________________________________________________________________
 HC1107* NAD 83(1986)-  37 48 46.     (N)    091 48 00.     (W)     SCALED    
 HC1107* NAVD 88     -       341.666  (meters)    1120.95   (feet)  ADJUSTED  
 HC1107  ___________________________________________________________________
 HC1107  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HC1107  DYNAMIC HT  -         341.409 (meters)    1120.11  (feet)  COMP
 HC1107  MODELED GRAV-     979,867.1   (mgal)                       NAVD 88
 HC1107
 HC1107  VERT ORDER  -  FIRST     CLASS II
 HC1107
 HC1107.The horizontal coordinates were scaled from a topographic map and have
 HC1107.an estimated accuracy of +/- 6 seconds.
 HC1107
 HC1107.The orthometric height was determined by differential leveling
 HC1107.and adjusted by the National Geodetic Survey in June 1991..
 HC1107
 HC1107.The geoid height was determined by GEOID03.
 HC1107
 HC1107.The dynamic height is computed by dividing the NAVD 88
 HC1107.geopotential number by the normal gravity value computed on the
 HC1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1107.degrees latitude (g = 980.6199 gals.).
 HC1107
 HC1107.The modeled gravity was interpolated from observed gravity values.
 HC1107
 HC1107;                    North         East    Units  Estimated Accuracy
 HC1107;SPC MO C     -   219,880.      561,640.      MT  (+/- 180 meters Scaled)
 HC1107
 HC1107                          SUPERSEDED SURVEY CONTROL
 HC1107
 HC1107  NGVD 29 (10/05/93)  341.598  (m)         1120.73   (f) ADJUSTED    1 2
 HC1107
 HC1107.Superseded values are not recommended for survey control.
 HC1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1107.See file dsdata.txt to determine how the superseded data were derived.
 HC1107
 HC1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB056857(NAD 83)
 HC1107_MARKER: I = METAL ROD
 HC1107_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HC1107_SP_SET: STAINLESS STEEL ROD
 HC1107_STAMPING: G 337 1986
 HC1107_MARK LOGO: NGS   
 HC1107_PROJECTION: PROJECTING 3 CENTIMETERS
 HC1107_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1107+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 HC1107_ROD/PIPE-DEPTH: 5.3  meters
 HC1107
 HC1107  HISTORY     - Date     Condition        Report By
 HC1107  HISTORY     - 1986     MONUMENTED       NGS
 HC1107  HISTORY     - 20050325 GOOD             MODT
 HC1107
 HC1107                          STATION DESCRIPTION
 HC1107
 HC1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1107'18.3 KM (11.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 HC1107'WITH INTERSTATE HIGHWAY 44 IN ROLLA, 14.7 M (48.2 FT) EAST OF THE
 HC1107'CENTERLINE OF THE HIGHWAY, 14.3 M (46.9 FT) WEST-NORTHWEST OF UTILITY
 HC1107'POLE NUMBER 544 52, 1.1 M (3.6 FT) NORTH OF UTILITY POLE NUMBER 274,
 HC1107'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT)
 HC1107'WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 HC1107'THROUGH A 5-INCH LOGO CAP.
 HC1107
 HC1107                          STATION RECOVERY (2005)
 HC1107
 HC1107'RECOVERY NOTE BY MISSOURI DEPARTMENT OF TRANSPORTATION 2005 (SS)
 HC1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1121 ***********************************************************************
 HC1121  DESIGNATION -  G 337
 HC1121  PID         -  HC1121
 HC1121  STATE/COUNTY-  MO/TEXAS
 HC1121  USGS QUAD   -  HOUSTON (1981)
 HC1121
 HC1121                         *CURRENT SURVEY CONTROL
 HC1121  ___________________________________________________________________
 HC1121* NAD 83(1986)-  37 18 48.     (N)    091 57 37.     (W)     SCALED    
 HC1121* NAVD 88     -       372.054  (meters)    1220.65   (feet)  ADJUSTED  
 HC1121  ___________________________________________________________________
 HC1121  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 HC1121  DYNAMIC HT  -         371.751 (meters)    1219.65  (feet)  COMP
 HC1121  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 HC1121
 HC1121  VERT ORDER  -  FIRST     CLASS II
 HC1121
 HC1121.The horizontal coordinates were scaled from a topographic map and have
 HC1121.an estimated accuracy of +/- 6 seconds.
 HC1121
 HC1121.The orthometric height was determined by differential leveling
 HC1121.and adjusted by the National Geodetic Survey in June 1991..
 HC1121
 HC1121.The geoid height was determined by GEOID03.
 HC1121
 HC1121.The dynamic height is computed by dividing the NAVD 88
 HC1121.geopotential number by the normal gravity value computed on the
 HC1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1121.degrees latitude (g = 980.6199 gals.).
 HC1121
 HC1121.The modeled gravity was interpolated from observed gravity values.
 HC1121
 HC1121;                    North         East    Units  Estimated Accuracy
 HC1121;SPC MO C     -   164,360.      547,840.      MT  (+/- 180 meters Scaled)
 HC1121
 HC1121                          SUPERSEDED SURVEY CONTROL
 HC1121
 HC1121  NGVD 29 (10/05/93)  371.922  (m)         1220.21   (f) ADJUSTED    1 2
 HC1121
 HC1121.Superseded values are not recommended for survey control.
 HC1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1121.See file dsdata.txt to determine how the superseded data were derived.
 HC1121
 HC1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB921301(NAD 83)
 HC1121_MARKER: DV = VERTICAL CONTROL DISK
 HC1121_SETTING: 66 = SET IN ROCK OUTCROP
 HC1121_SP_SET: IN A DRILL HOLE IN BEDROCK
 HC1121_STAMPING: G 337 1989
 HC1121_MARK LOGO: NGS   
 HC1121_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC1121+STABILITY: POSITION/ELEVATION WELL
 HC1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1121+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HC1121
 HC1121  HISTORY     - Date     Condition        Report By
 HC1121  HISTORY     - 1989     MONUMENTED       NGS
 HC1121
 HC1121                          STATION DESCRIPTION
 HC1121
 HC1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HC1121'IN HOUSTON, AT 1430 SOUTH SAM HOUSTON BOULEVARD (U.S. HIGHWAY 63),
 HC1121'IN A 5 BY 12 FOOT AREA OF OUTCROPPING BEDROCK, 14.0 M (45.9 FT) EAST
 HC1121'OF THE CENTER OF THE BOULEVARD, 9.3 M (30.5 FT) NORTH OF UTILITY POLE
 HC1121'NUMBER 6 25, 7.5 M (24.6 FT) SOUTH OF THE SOUTH CURB OF THE MOST
 HC1121'SOUTHERLY 1 OF 2 ENTRANCES TO DAIRY QUEEN AT 1439 SAN HOUSTON
 HC1121'BOULEVARD, 4.9 M (16.1 FT) SOUTHWEST OF A FIRE HYDRANT, 0.9 M (3.0
 HC1121'FT) SOUTH OF THE NORTH END OF THE OUTCROP, AND 1.0 M (3.3 FT) ABOVE
 HC1121'THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2447 ***********************************************************************
 JD2447  DESIGNATION -  G 338
 JD2447  PID         -  JD2447
 JD2447  STATE/COUNTY-  MO/COLE
 JD2447  USGS QUAD   -  HARTSBURG (1981)
 JD2447
 JD2447                         *CURRENT SURVEY CONTROL
 JD2447  ___________________________________________________________________
 JD2447* NAD 83(1986)-  38 40 46.     (N)    092 22 20.     (W)     SCALED    
 JD2447* NAVD 88     -       174.771  (meters)     573.39   (feet)  ADJUSTED  
 JD2447  ___________________________________________________________________
 JD2447  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD2447  DYNAMIC HT  -         174.656 (meters)     573.02  (feet)  COMP
 JD2447  MODELED GRAV-     979,964.6   (mgal)                       NAVD 88
 JD2447
 JD2447  VERT ORDER  -  FIRST     CLASS II
 JD2447
 JD2447.The horizontal coordinates were scaled from a topographic map and have
 JD2447.an estimated accuracy of +/- 6 seconds.
 JD2447
 JD2447.The orthometric height was determined by differential leveling
 JD2447.and adjusted by the National Geodetic Survey in June 1991..
 JD2447
 JD2447.The geoid height was determined by GEOID03.
 JD2447
 JD2447.The dynamic height is computed by dividing the NAVD 88
 JD2447.geopotential number by the normal gravity value computed on the
 JD2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2447.degrees latitude (g = 980.6199 gals.).
 JD2447
 JD2447.The modeled gravity was interpolated from observed gravity values.
 JD2447
 JD2447;                    North         East    Units  Estimated Accuracy
 JD2447;SPC MO C     -   315,860.      511,120.      MT  (+/- 180 meters Scaled)
 JD2447
 JD2447                          SUPERSEDED SURVEY CONTROL
 JD2447
 JD2447.No superseded survey control is available for this station.
 JD2447
 JD2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC546813(NAD 83)
 JD2447_MARKER: I = METAL ROD
 JD2447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2447_SP_SET: STAINLESS STEEL ROD
 JD2447_STAMPING: G 338 1986
 JD2447_MARK LOGO: NGS   
 JD2447_PROJECTION: FLUSH
 JD2447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2447_ROD/PIPE-DEPTH: 8.5  meters
 JD2447
 JD2447  HISTORY     - Date     Condition        Report By
 JD2447  HISTORY     - 1986     MONUMENTED       NGS
 JD2447
 JD2447                          STATION DESCRIPTION
 JD2447
 JD2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2447'19.9 KM (12.35 MI) NW FROM JEFFERSON CITY.
 JD2447'19.9 KM (12.35 MI) NORTHEASTERLY ALONG STATE HIGHWAY 179 FROM ITS
 JD2447'JUNCTION WITH U.S. HIGHWAY 50 IN JEFFERSON CITY, 0.2 KM (0.1 MI)
 JD2447'NORTHEAST OF A HIGHWAY BRIDGE SPANNING MUD CREEK, 9.0 M (29.5 FT)
 JD2447'NORTHWEST OF THE HIGHWAY CENTERLINE, AND 8.2 M (26.9 FT) NORRTHEAST OF
 JD2447'THE CENTER OF A METAL GATE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 JD2447'A 5-INCH LOGO CAP.
 JD2447'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 JD2447'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1312 ***********************************************************************
 JC1312  DESIGNATION -  G 339
 JC1312  PID         -  JC1312
 JC1312  STATE/COUNTY-  MO/FRANKLIN
 JC1312  USGS QUAD   -  GRAY SUMMIT (1969)
 JC1312
 JC1312                         *CURRENT SURVEY CONTROL
 JC1312  ___________________________________________________________________
 JC1312* NAD 83(1986)-  38 28 42.     (N)    090 52 29.     (W)     SCALED    
 JC1312* NAVD 88     -       207.314  (meters)     680.16   (feet)  ADJUSTED  
 JC1312  ___________________________________________________________________
 JC1312  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JC1312  DYNAMIC HT  -         207.177 (meters)     679.71  (feet)  COMP
 JC1312  MODELED GRAV-     979,966.0   (mgal)                       NAVD 88
 JC1312
 JC1312  VERT ORDER  -  FIRST     CLASS II
 JC1312
 JC1312.The horizontal coordinates were scaled from a topographic map and have
 JC1312.an estimated accuracy of +/- 6 seconds.
 JC1312
 JC1312.The orthometric height was determined by differential leveling
 JC1312.and adjusted by the National Geodetic Survey in June 1991..
 JC1312
 JC1312.The geoid height was determined by GEOID03.
 JC1312
 JC1312.The dynamic height is computed by dividing the NAVD 88
 JC1312.geopotential number by the normal gravity value computed on the
 JC1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1312.degrees latitude (g = 980.6199 gals.).
 JC1312
 JC1312.The modeled gravity was interpolated from observed gravity values.
 JC1312
 JC1312;                    North         East    Units  Estimated Accuracy
 JC1312;SPC MO E     -   293,590.      217,300.      MT  (+/- 180 meters Scaled)
 JC1312
 JC1312                          SUPERSEDED SURVEY CONTROL
 JC1312
 JC1312.No superseded survey control is available for this station.
 JC1312
 JC1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC853610(NAD 83)
 JC1312_MARKER: DB = BENCH MARK DISK
 JC1312_SETTING: 66 = SET IN ROCK OUTCROP
 JC1312_SP_SET: ROCK OUTCROP
 JC1312_STAMPING: G 339 1986
 JC1312_MARK LOGO: NGS   
 JC1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1312
 JC1312  HISTORY     - Date     Condition        Report By
 JC1312  HISTORY     - 1986     MONUMENTED       NGS
 JC1312
 JC1312                          STATION DESCRIPTION
 JC1312
 JC1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1312'5.1 KM (3.15 MI) WEST FROM GRAY SUMMIT.
 JC1312'5.1 KM (3.15 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1312'WITH INTERSTATE HIGHWAY 44 IN GRAY SUMMIT, 0.3 KM (0.2 MI) EAST OF THE
 JC1312'INTERSECTION OF OLD STATE HIGHWAY 100, SET VERTICALLY IN THE SOUTH
 JC1312'FACE OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 55.5 M (182.1 FT)
 JC1312'EAST OF THE WEST END OF THE CUT, AND 12.6 M (41.3 FT) NORTH OF THE
 JC1312'HIGHWAY CENTERLINE.
 JC1312'THE MARK IS 0. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0582 ***********************************************************************
 HC0582  DESIGNATION -  G 34
 HC0582  PID         -  HC0582
 HC0582  STATE/COUNTY-  MO/TEXAS
 HC0582  USGS QUAD   -  MAPLES (1981)
 HC0582
 HC0582                         *CURRENT SURVEY CONTROL
 HC0582  ___________________________________________________________________
 HC0582* NAD 83(1986)-  37 35 49.     (N)    091 52 08.     (W)     SCALED    
 HC0582* NAVD 88     -       342.910  (meters)    1125.03   (feet)  ADJUSTED  
 HC0582  ___________________________________________________________________
 HC0582  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HC0582  DYNAMIC HT  -         342.638 (meters)    1124.14  (feet)  COMP
 HC0582  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 HC0582
 HC0582  VERT ORDER  -  FIRST     CLASS II
 HC0582
 HC0582.The horizontal coordinates were scaled from a topographic map and have
 HC0582.an estimated accuracy of +/- 6 seconds.
 HC0582
 HC0582.The orthometric height was determined by differential leveling
 HC0582.and adjusted by the National Geodetic Survey in June 1991..
 HC0582
 HC0582.The geoid height was determined by GEOID03.
 HC0582
 HC0582.The dynamic height is computed by dividing the NAVD 88
 HC0582.geopotential number by the normal gravity value computed on the
 HC0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0582.degrees latitude (g = 980.6199 gals.).
 HC0582
 HC0582.The modeled gravity was interpolated from observed gravity values.
 HC0582
 HC0582;                    North         East    Units  Estimated Accuracy
 HC0582;SPC MO C     -   195,890.      555,730.      MT  (+/- 180 meters Scaled)
 HC0582
 HC0582                          SUPERSEDED SURVEY CONTROL
 HC0582
 HC0582  NGVD 29 (??/??/92)  342.809  (m)         1124.70   (f) ADJ UNCH    1 2
 HC0582
 HC0582.Superseded values are not recommended for survey control.
 HC0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0582.See file dsdata.txt to determine how the superseded data were derived.
 HC0582
 HC0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB998616(NAD 83)
 HC0582_MARKER: DB = BENCH MARK DISK
 HC0582_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HC0582_SP_SET: WINGWALL
 HC0582_STAMPING: G 34 1934
 HC0582_MARK LOGO: CGS   
 HC0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0582+STABILITY: SURFACE MOTION
 HC0582
 HC0582  HISTORY     - Date     Condition        Report By
 HC0582  HISTORY     - 1934     MONUMENTED       CGS
 HC0582  HISTORY     - 1935     GOOD             NGS
 HC0582  HISTORY     - 19890718 GOOD             NGS
 HC0582
 HC0582                          STATION DESCRIPTION
 HC0582
 HC0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0582'6.9 MI N FROM LICKING.
 HC0582'6.9 MILES NORTH ALONG U.S. HIGHWAY 63 FROM LICKING, TEXAS COUNTY,
 HC0582'AT THE NORTH END OF MISSOURI HIGHWAY COMMISSION BRIDGE F 780,
 HC0582'IN THE TOP OF THE WEST WINGWALL, AND 11 FEET WEST OF THE HIGHWAY.
 HC0582'A STANDARD DISK, STAMPED G 34 1934.
 HC0582
 HC0582                          STATION RECOVERY (1989)
 HC0582
 HC0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0582'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.0 KM (0.6
 HC0582'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE
 HC0582'HIGHWAY 137 IN LICKING, THENCE 11.2 KM (6.95 MI) NORTHWESTERLY ALONG
 HC0582'COUNTY ROAD 2700.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1595 ***********************************************************************
 KE1595  DESIGNATION -  G 340
 KE1595  PID         -  KE1595
 KE1595  STATE/COUNTY-  MO/BUCHANAN
 KE1595  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE1595
 KE1595                         *CURRENT SURVEY CONTROL
 KE1595  ___________________________________________________________________
 KE1595* NAD 83(1986)-  39 45 45.     (N)    094 50 37.     (W)     SCALED    
 KE1595* NAVD 88     -       295.415  (meters)     969.21   (feet)  ADJUSTED  
 KE1595  ___________________________________________________________________
 KE1595  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KE1595  DYNAMIC HT  -         295.244 (meters)     968.65  (feet)  COMP
 KE1595  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 KE1595
 KE1595  VERT ORDER  -  FIRST     CLASS II
 KE1595
 KE1595.The horizontal coordinates were scaled from a topographic map and have
 KE1595.an estimated accuracy of +/- 6 seconds.
 KE1595
 KE1595.The orthometric height was determined by differential leveling
 KE1595.and adjusted by the National Geodetic Survey in June 1991..
 KE1595
 KE1595.The geoid height was determined by GEOID03.
 KE1595
 KE1595.The dynamic height is computed by dividing the NAVD 88
 KE1595.geopotential number by the normal gravity value computed on the
 KE1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1595.degrees latitude (g = 980.6199 gals.).
 KE1595
 KE1595.The modeled gravity was interpolated from observed gravity values.
 KE1595
 KE1595;                    North         East    Units  Estimated Accuracy
 KE1595;SPC MO W     -   399,160.      820,560.      MT  (+/- 180 meters Scaled)
 KE1595
 KE1595                          SUPERSEDED SURVEY CONTROL
 KE1595
 KE1595.No superseded survey control is available for this station.
 KE1595
 KE1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE420030(NAD 83)
 KE1595_MARKER: I = METAL ROD
 KE1595_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1595_SP_SET: STAINLESS STEEL ROD
 KE1595_STAMPING: G 340 1989
 KE1595_MARK LOGO: NGS   
 KE1595_PROJECTION: FLUSH
 KE1595_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1595+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 KE1595_ROD/PIPE-DEPTH: 14.2 meters
 KE1595
 KE1595  HISTORY     - Date     Condition        Report By
 KE1595  HISTORY     - 1989     MONUMENTED       NGS
 KE1595  HISTORY     - 20060506 GOOD             GEOCAC
 KE1595
 KE1595                          STATION DESCRIPTION
 KE1595
 KE1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1595'IN ST JOSEPH, AT THE INTERSECTION OF MESSANIE AVENUE AND SOUTH 14TH
 KE1595'STREET, 8.2 M (26.9 FT) WEST OF THE EXTENDED CENTER OF THE STREET,
 KE1595'6.2 M (20.3 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 3.1 M (10.2
 KE1595'FT) SOUTH OF A CONCRETE AND ROCK WALL, 1.2 M (3.9 FT) WEST OF A
 KE1595'UTILITY POLE, AND LEVEL WITH THE AVENUE.  NOTE--ACCESS TO DATUM POINT
 KE1595'IS HAD THROUGH A
 KE1595
 KE1595                          STATION RECOVERY (2006)
 KE1595
 KE1595'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1595'THE LOGO CAP IS 0.25 FEET BELOW GRADE.
 KE1595' 
 KE1595'HH2 N39 45 44.7 W94 50 37.2 (NAD83)
 KE1595' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1762 ***********************************************************************
 JC1762  DESIGNATION -  G 340
 JC1762  PID         -  JC1762
 JC1762  STATE/COUNTY-  MO/OSAGE
 JC1762  USGS QUAD   -  WESTPHALIA EAST (1981)
 JC1762
 JC1762                         *CURRENT SURVEY CONTROL
 JC1762  ___________________________________________________________________
 JC1762* NAD 83(1986)-  38 25 23.     (N)    091 58 49.     (W)     SCALED    
 JC1762* NAVD 88     -       236.794  (meters)     776.88   (feet)  ADJUSTED  
 JC1762  ___________________________________________________________________
 JC1762  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JC1762  DYNAMIC HT  -         236.631 (meters)     776.35  (feet)  COMP
 JC1762  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 JC1762
 JC1762  VERT ORDER  -  FIRST     CLASS II
 JC1762
 JC1762.The horizontal coordinates were scaled from a topographic map and have
 JC1762.an estimated accuracy of +/- 6 seconds.
 JC1762
 JC1762.The orthometric height was determined by differential leveling
 JC1762.and adjusted by the National Geodetic Survey in June 1991..
 JC1762
 JC1762.The geoid height was determined by GEOID03.
 JC1762
 JC1762.The dynamic height is computed by dividing the NAVD 88
 JC1762.geopotential number by the normal gravity value computed on the
 JC1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1762.degrees latitude (g = 980.6199 gals.).
 JC1762
 JC1762.The modeled gravity was interpolated from observed gravity values.
 JC1762
 JC1762;                    North         East    Units  Estimated Accuracy
 JC1762;SPC MO C     -   287,520.      545,380.      MT  (+/- 180 meters Scaled)
 JC1762
 JC1762                          SUPERSEDED SURVEY CONTROL
 JC1762
 JC1762  NGVD 29 (10/05/93)  236.770  (m)          776.80   (f) ADJUSTED    1 2
 JC1762
 JC1762.Superseded values are not recommended for survey control.
 JC1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1762.See file dsdata.txt to determine how the superseded data were derived.
 JC1762
 JC1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC890532(NAD 83)
 JC1762_MARKER: DV = VERTICAL CONTROL DISK
 JC1762_SETTING: 66 = SET IN ROCK OUTCROP
 JC1762_SP_SET: IN A DRILL HOLE IN BEDROCK
 JC1762_STAMPING: G 340 1986
 JC1762_MARK LOGO: NGS   
 JC1762_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1762+STABILITY: POSITION/ELEVATION WELL
 JC1762
 JC1762  HISTORY     - Date     Condition        Report By
 JC1762  HISTORY     - 1986     MONUMENTED       NGS
 JC1762
 JC1762                          STATION DESCRIPTION
 JC1762
 JC1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1762'3.1 KM (1.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC1762'WITH COUNTY ROAD 511 IN WESTPHALIA, IN A ROCK LEDGE NEAR THE SOUTH
 JC1762'END OF A LARGE HIGHWAY CUT, 24.4 M (80.1 FT) NORTHWEST OF THE
 JC1762'SOUTHEAST END OF THE LEDGE, 19.0 M (62.3 FT) NORTHEAST OF THE
 JC1762'CENTERLINE OF THE HIGHWAY, 9.0 M (29.5 FT) SOUTHEAST OF THE EXTENDED
 JC1762'CENTER OF A DRIVEWAY LEADING WEST, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 JC1762'THE HIGHWAY, AND O.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST FACE OF
 JC1762'THE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1615 ***********************************************************************
 KE1615  DESIGNATION -  G 341
 KE1615  PID         -  KE1615
 KE1615  STATE/COUNTY-  MO/PLATTE
 KE1615  USGS QUAD   -  WESTON (1984)
 KE1615
 KE1615                         *CURRENT SURVEY CONTROL
 KE1615  ___________________________________________________________________
 KE1615* NAD 83(1986)-  39 27 31.     (N)    094 58 04.     (W)     SCALED    
 KE1615* NAVD 88     -       236.113  (meters)     774.65   (feet)  ADJUSTED  
 KE1615  ___________________________________________________________________
 KE1615  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KE1615  DYNAMIC HT  -         235.967 (meters)     774.17  (feet)  COMP
 KE1615  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 KE1615
 KE1615  VERT ORDER  -  FIRST     CLASS II
 KE1615
 KE1615.The horizontal coordinates were scaled from a topographic map and have
 KE1615.an estimated accuracy of +/- 6 seconds.
 KE1615
 KE1615.The orthometric height was determined by differential leveling
 KE1615.and adjusted by the National Geodetic Survey in June 1991..
 KE1615
 KE1615.The geoid height was determined by GEOID03.
 KE1615
 KE1615.The dynamic height is computed by dividing the NAVD 88
 KE1615.geopotential number by the normal gravity value computed on the
 KE1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1615.degrees latitude (g = 980.6199 gals.).
 KE1615
 KE1615.The modeled gravity was interpolated from observed gravity values.
 KE1615
 KE1615;                    North         East    Units  Estimated Accuracy
 KE1615;SPC MO W     -   365,470.      809,740.      MT  (+/- 180 meters Scaled)
 KE1615
 KE1615                          SUPERSEDED SURVEY CONTROL
 KE1615
 KE1615.No superseded survey control is available for this station.
 KE1615
 KE1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD307695(NAD 83)
 KE1615_MARKER: I = METAL ROD
 KE1615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1615_SP_SET: STAINLESS STEEL ROD
 KE1615_STAMPING: G 341 1989
 KE1615_MARK LOGO: NGS   
 KE1615_PROJECTION: FLUSH
 KE1615_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1615+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 KE1615_ROD/PIPE-DEPTH: 12.5 meters
 KE1615
 KE1615  HISTORY     - Date     Condition        Report By
 KE1615  HISTORY     - 1989     MONUMENTED       NGS
 KE1615  HISTORY     - 20050704 GOOD             GEOCAC
 KE1615
 KE1615                          STATION DESCRIPTION
 KE1615
 KE1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1615'7.4 KM (4.60 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM ITS JUNCTION
 KE1615'WITH STATE HIGHWAY H IN WESTON, 13.0 M (42.7 FT) SOUTHEAST OF THE
 KE1615'EXTENDED CENTER OF A PAVED DRIVEWAY LEADING SOUTHWEST TO LATIN
 KE1615'DISTRICT ELECTRIC COMPANY, 11.8 M (38.7 FT) NORTHEAST OF THE
 KE1615'CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT) SOUTHWEST OF THE NEAR
 KE1615'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 0.6 M (2.0 FT) BELOW THE
 KE1615'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.
 KE1615'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1615
 KE1615                          STATION RECOVERY (2005)
 KE1615
 KE1615'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1615'DESCRIPTION SHOULD BE CHANGED TO IATAN GENERATING STATION, NOT LATIN
 KE1615'DISTRICT ELECTRIC COMPANY.
 KE1615' 
 KE1615'HANDHELD GPS COORDINATES N39 27 31.0 W94 58 03.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1450 ***********************************************************************
 LF1450  DESIGNATION -  G 342
 LF1450  PID         -  LF1450
 LF1450  STATE/COUNTY-  MO/ATCHISON
 LF1450  USGS QUAD   -  ROCK PORT (1981)
 LF1450
 LF1450                         *CURRENT SURVEY CONTROL
 LF1450  ___________________________________________________________________
 LF1450* NAD 83(1986)-  40 26 24.     (N)    095 36 53.     (W)     SCALED    
 LF1450* NAVD 88     -       272.418  (meters)     893.76   (feet)  ADJUSTED  
 LF1450  ___________________________________________________________________
 LF1450  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LF1450  DYNAMIC HT  -         272.274 (meters)     893.29  (feet)  COMP
 LF1450  MODELED GRAV-     980,090.8   (mgal)                       NAVD 88
 LF1450
 LF1450  VERT ORDER  -  FIRST     CLASS II
 LF1450
 LF1450.The horizontal coordinates were scaled from a topographic map and have
 LF1450.an estimated accuracy of +/- 6 seconds.
 LF1450
 LF1450.The orthometric height was determined by differential leveling
 LF1450.and adjusted by the National Geodetic Survey in June 1991..
 LF1450
 LF1450.The geoid height was determined by GEOID03.
 LF1450
 LF1450.The dynamic height is computed by dividing the NAVD 88
 LF1450.geopotential number by the normal gravity value computed on the
 LF1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1450.degrees latitude (g = 980.6199 gals.).
 LF1450
 LF1450.The modeled gravity was interpolated from observed gravity values.
 LF1450
 LF1450;                    North         East    Units  Estimated Accuracy
 LF1450;SPC MO W     -   474,920.      755,430.      MT  (+/- 180 meters Scaled)
 LF1450
 LF1450                          SUPERSEDED SURVEY CONTROL
 LF1450
 LF1450.No superseded survey control is available for this station.
 LF1450
 LF1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE782798(NAD 83)
 LF1450_MARKER: I = METAL ROD
 LF1450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1450_SP_SET: STAINLESS STEEL ROD
 LF1450_STAMPING: G 342 1989
 LF1450_MARK LOGO: NGS   
 LF1450_PROJECTION: FLUSH
 LF1450_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1450+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1450_ROD/PIPE-DEPTH: 30.5 meters
 LF1450
 LF1450  HISTORY     - Date     Condition        Report By
 LF1450  HISTORY     - 1989     MONUMENTED       NGS
 LF1450
 LF1450                          STATION DESCRIPTION
 LF1450
 LF1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1450'4.1 M (13.5 FT) SOUTHERLY ALONG STATE HIGHWAY D FROM THE JUNCTION OF
 LF1450'STATE HIGHWAY A IN WATSON, 9.1 M (29.9 FT) EAST OF THE CENTER OF THE
 LF1450'HIGHWAY, 9.0 M (29.5 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 3.5
 LF1450'M (11.5 FT) SOUTH OF UTILITY POLE NUMBER F 7285, 0.3 M (1.0 FT) WEST
 LF1450'OF A WITNESS POST AND FENCE, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1473 ***********************************************************************
 HD1473  DESIGNATION -  G 343
 HD1473  PID         -  HD1473
 HD1473  STATE/COUNTY-  MO/GREENE
 HD1473  USGS QUAD   -  GALLOWAY (1975)
 HD1473
 HD1473                         *CURRENT SURVEY CONTROL
 HD1473  ___________________________________________________________________
 HD1473* NAD 83(1986)-  37 09 52.     (N)    093 14 34.     (W)     SCALED    
 HD1473* NAVD 88     -       381.801  (meters)    1252.63   (feet)  ADJUSTED  
 HD1473  ___________________________________________________________________
 HD1473  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HD1473  DYNAMIC HT  -         381.492 (meters)    1251.61  (feet)  COMP
 HD1473  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 HD1473
 HD1473  VERT ORDER  -  FIRST     CLASS II
 HD1473
 HD1473.The horizontal coordinates were scaled from a topographic map and have
 HD1473.an estimated accuracy of +/- 6 seconds.
 HD1473
 HD1473.The orthometric height was determined by differential leveling
 HD1473.and adjusted by the National Geodetic Survey in June 1991..
 HD1473
 HD1473.The geoid height was determined by GEOID03.
 HD1473
 HD1473.The dynamic height is computed by dividing the NAVD 88
 HD1473.geopotential number by the normal gravity value computed on the
 HD1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1473.degrees latitude (g = 980.6199 gals.).
 HD1473
 HD1473.The modeled gravity was interpolated from observed gravity values.
 HD1473
 HD1473;                    North         East    Units  Estimated Accuracy
 HD1473;SPC MO C     -   147,960.      434,030.      MT  (+/- 180 meters Scaled)
 HD1473
 HD1473                          SUPERSEDED SURVEY CONTROL
 HD1473
 HD1473  NGVD 29 (10/05/93)  381.653  (m)         1252.14   (f) ADJUSTED    1 2
 HD1473
 HD1473.Superseded values are not recommended for survey control.
 HD1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1473.See file dsdata.txt to determine how the superseded data were derived.
 HD1473
 HD1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB784131(NAD 83)
 HD1473_MARKER: I = METAL ROD
 HD1473_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1473+WITH SETTING: INFORMATION.
 HD1473_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1473_STAMPING: G 343 1989
 HD1473_MARK LOGO: NGS   
 HD1473_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1473+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1473
 HD1473  HISTORY     - Date     Condition        Report By
 HD1473  HISTORY     - 1989     MONUMENTED       NGS
 HD1473
 HD1473                          STATION DESCRIPTION
 HD1473
 HD1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1473'IN SPRINGFIELD, AT THE INTERSECTION OF EAST COVINGTON STREET AND
 HD1473'SOUTH SKYLINE DRIVE, A METAL ROD DRIVEN TO REFUSAL AT 1.3 M AND FLUSH
 HD1473'WITH GROUND, 36.7 M (120.4 FT) NORTH OF THE CENTER OF THE STREET, 9.8
 HD1473'M (32.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 HD1473'RAILROAD, 1.2 M (3.9 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT)
 HD1473'ABOVE THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) NORTHWEST OF A
 HD1473'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HD1473'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1496 ***********************************************************************
 HD1496  DESIGNATION -  G 344
 HD1496  PID         -  HD1496
 HD1496  STATE/COUNTY-  MO/GREENE
 HD1496  USGS QUAD   -  REPUBLIC (1975)
 HD1496
 HD1496                         *CURRENT SURVEY CONTROL
 HD1496  ___________________________________________________________________
 HD1496* NAD 83(1986)-  37 07 02.     (N)    093 28 57.     (W)     SCALED    
 HD1496* NAVD 88     -       399.000  (meters)    1309.05   (feet)  ADJUSTED  
 HD1496  ___________________________________________________________________
 HD1496  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HD1496  DYNAMIC HT  -         398.674 (meters)    1307.98  (feet)  COMP
 HD1496  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 HD1496
 HD1496  VERT ORDER  -  FIRST     CLASS II
 HD1496
 HD1496.The horizontal coordinates were scaled from a topographic map and have
 HD1496.an estimated accuracy of +/- 6 seconds.
 HD1496
 HD1496.The orthometric height was determined by differential leveling
 HD1496.and adjusted by the National Geodetic Survey in June 1991..
 HD1496
 HD1496.The geoid height was determined by GEOID03.
 HD1496
 HD1496.The dynamic height is computed by dividing the NAVD 88
 HD1496.geopotential number by the normal gravity value computed on the
 HD1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1496.degrees latitude (g = 980.6199 gals.).
 HD1496
 HD1496.The modeled gravity was interpolated from observed gravity values.
 HD1496
 HD1496;                    North         East    Units  Estimated Accuracy
 HD1496;SPC MO C     -   142,910.      412,690.      MT  (+/- 180 meters Scaled)
 HD1496
 HD1496                          SUPERSEDED SURVEY CONTROL
 HD1496
 HD1496  NGVD 29 (10/05/93)  398.842  (m)         1308.53   (f) ADJUSTED    1 2
 HD1496
 HD1496.Superseded values are not recommended for survey control.
 HD1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1496.See file dsdata.txt to determine how the superseded data were derived.
 HD1496
 HD1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB571079(NAD 83)
 HD1496_MARKER: I = METAL ROD
 HD1496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1496_SP_SET: STAINLESS STEEL ROD
 HD1496_STAMPING: G 344 1989
 HD1496_MARK LOGO: NGS   
 HD1496_PROJECTION: FLUSH
 HD1496_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1496+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 HD1496_ROD/PIPE-DEPTH: 3.7  meters
 HD1496
 HD1496  HISTORY     - Date     Condition        Report By
 HD1496  HISTORY     - 1989     MONUMENTED       NGS
 HD1496  HISTORY     - 20010530 GOOD             MODNR
 HD1496
 HD1496                          STATION DESCRIPTION
 HD1496
 HD1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1496'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 HD1496'FROM ITS JUNCTION WITH MAIN AVENUE IN REPUBLIC, 8.9 M (29.2 FT)
 HD1496'SOUTHEAST OF THE NEAR RAIL, 1.7 M (5.6 FT) SOUTHWEST OF A UTILITY
 HD1496'POLE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE RAILROAD TRACKS, AND 0.3
 HD1496'M (1.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT
 HD1496'IS HAD THROUGH A 5-INCH LOGO CAP.
 HD1496
 HD1496                          STATION RECOVERY (2001)
 HD1496
 HD1496'RECOVERY NOTE BY MO DEPT OF NAT RES 2001 (BDC)
 HD1496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1643 ***********************************************************************
 KE1643  DESIGNATION -  G 345
 KE1643  PID         -  KE1643
 KE1643  STATE/COUNTY-  MO/PLATTE
 KE1643  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1643
 KE1643                         *CURRENT SURVEY CONTROL
 KE1643  ___________________________________________________________________
 KE1643* NAD 83(1986)-  39 10 18.     (N)    094 37 24.     (W)     SCALED    
 KE1643* NAVD 88     -       232.795  (meters)     763.76   (feet)  ADJUSTED  
 KE1643  ___________________________________________________________________
 KE1643  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE1643  DYNAMIC HT  -         232.646 (meters)     763.27  (feet)  COMP
 KE1643  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 KE1643
 KE1643  VERT ORDER  -  FIRST     CLASS II
 KE1643
 KE1643.The horizontal coordinates were scaled from a topographic map and have
 KE1643.an estimated accuracy of +/- 6 seconds.
 KE1643
 KE1643.The orthometric height was determined by differential leveling
 KE1643.and adjusted by the National Geodetic Survey in June 1991..
 KE1643
 KE1643.The geoid height was determined by GEOID03.
 KE1643
 KE1643.The dynamic height is computed by dividing the NAVD 88
 KE1643.geopotential number by the normal gravity value computed on the
 KE1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1643.degrees latitude (g = 980.6199 gals.).
 KE1643
 KE1643.The modeled gravity was interpolated from observed gravity values.
 KE1643
 KE1643;                    North         East    Units  Estimated Accuracy
 KE1643;SPC MO W     -   333,510.      839,340.      MT  (+/- 180 meters Scaled)
 KE1643
 KE1643                          SUPERSEDED SURVEY CONTROL
 KE1643
 KE1643.No superseded survey control is available for this station.
 KE1643
 KE1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD597370(NAD 83)
 KE1643_MARKER: DV = VERTICAL CONTROL DISK
 KE1643_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1643_SP_SET: PIER
 KE1643_STAMPING: G 345 1989
 KE1643_MARK LOGO: NGS   
 KE1643_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1643+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2005
 KE1643
 KE1643  HISTORY     - Date     Condition        Report By
 KE1643  HISTORY     - 1989     MONUMENTED       NGS
 KE1643  HISTORY     - 20050703 GOOD             GEOCAC
 KE1643
 KE1643                          STATION DESCRIPTION
 KE1643
 KE1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1643'IN NORTH KANSAS CITY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 635
 KE1643'AND STATE HIGHWAY 9, SET VERTICALLY IN THE EAST FACE OF THE MOST
 KE1643'EASTERLY 1 OF 3 COLUMNS OF THE FIRST PIER SOUTH OF THE STATE HIGHWAY
 KE1643'OF THE NORTHBOUND INTERSTATE HIGHWAY OVERPASS OF THE HIGHWAY, 9.5 M
 KE1643'(31.2 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE STATE
 KE1643'HIGHWAY, 7.1 M (23.3 FT) EAST OF THE CENTER OF THE OVERPASS, AND 1.3
 KE1643'M (4.3 FT) ABOVE THE LEVEL OF THE STATE HIGHWAY.
 KE1643
 KE1643                          STATION RECOVERY (2005)
 KE1643
 KE1643'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1428 ***********************************************************************
 HD1428  DESIGNATION -  G 346
 HD1428  PID         -  HD1428
 HD1428  STATE/COUNTY-  MO/WRIGHT
 HD1428  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD1428
 HD1428                         *CURRENT SURVEY CONTROL
 HD1428  ___________________________________________________________________
 HD1428* NAD 83(1986)-  37 07 40.     (N)    092 20 59.     (W)     SCALED    
 HD1428* NAVD 88     -       412.147  (meters)    1352.19   (feet)  ADJUSTED  
 HD1428  ___________________________________________________________________
 HD1428  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HD1428  DYNAMIC HT  -         411.805 (meters)    1351.06  (feet)  COMP
 HD1428  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 HD1428
 HD1428  VERT ORDER  -  FIRST     CLASS II
 HD1428
 HD1428.The horizontal coordinates were scaled from a topographic map and have
 HD1428.an estimated accuracy of +/- 6 seconds.
 HD1428
 HD1428.The orthometric height was determined by differential leveling
 HD1428.and adjusted by the National Geodetic Survey in June 1991..
 HD1428
 HD1428.The geoid height was determined by GEOID03.
 HD1428
 HD1428.The dynamic height is computed by dividing the NAVD 88
 HD1428.geopotential number by the normal gravity value computed on the
 HD1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1428.degrees latitude (g = 980.6199 gals.).
 HD1428
 HD1428.The modeled gravity was interpolated from observed gravity values.
 HD1428
 HD1428;                    North         East    Units  Estimated Accuracy
 HD1428;SPC MO C     -   143,640.      513,350.      MT  (+/- 180 meters Scaled)
 HD1428
 HD1428                          SUPERSEDED SURVEY CONTROL
 HD1428
 HD1428  NGVD 29 (10/05/93)  411.981  (m)         1351.64   (f) ADJUSTED    1 2
 HD1428
 HD1428.Superseded values are not recommended for survey control.
 HD1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1428.See file dsdata.txt to determine how the superseded data were derived.
 HD1428
 HD1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB577092(NAD 83)
 HD1428_MARKER: I = METAL ROD
 HD1428_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1428+WITH SETTING: INFORMATION.
 HD1428_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1428_STAMPING: G 346 1989
 HD1428_MARK LOGO: NGS   
 HD1428_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1428+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1428
 HD1428  HISTORY     - Date     Condition        Report By
 HD1428  HISTORY     - 1989     MONUMENTED       NGS
 HD1428
 HD1428                          STATION DESCRIPTION
 HD1428
 HD1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1428'3.5 KM (2.15 MI) WESTERLY ALONG U.S. HIGHWAY 60 BUSINESS FROM ITS
 HD1428'JUNCTION WITH STATE HIGHWAY 95 IN MOUNTAIN GROVE, A METAL ROD DRIVEN
 HD1428'TO REFUSAL AT 2.7 M AND FLUSH WITH GROUND, THENCE 4.4 KM (2.75 MI)
 HD1428'WESTERLY ALONG U.S.HIGHWAY 60, 0.5 KM (0.30 MI) WEST OF A HIGHWAY
 HD1428'BRIDGE SPANNING WHETSTONE CREEK, 15.1 M (49.5 FT) SOUTH OF THE
 HD1428'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO
 HD1428'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1452 ***********************************************************************
 HD1452  CBN         -  This is a Cooperative Base Network Control Station.
 HD1452  DESIGNATION -  G 347
 HD1452  PID         -  HD1452
 HD1452  STATE/COUNTY-  MO/WEBSTER
 HD1452  USGS QUAD   -  SEYMOUR (1982)
 HD1452
 HD1452                         *CURRENT SURVEY CONTROL
 HD1452  ___________________________________________________________________
 HD1452* NAD 83(1997)-  37 09 45.97398(N)    092 47 47.12801(W)     ADJUSTED  
 HD1452* NAVD 88     -       499.890  (meters)    1640.06   (feet)  ADJUSTED  
 HD1452  ___________________________________________________________________
 HD1452  X           -    -248,302.543 (meters)                     COMP
 HD1452  Y           -  -5,083,416.256 (meters)                     COMP
 HD1452  Z           -   3,832,089.012 (meters)                     COMP
 HD1452  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 HD1452  ELLIP HEIGHT-         471.21  (meters)          (03/31/98) GPS OBS
 HD1452  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HD1452  DYNAMIC HT  -         499.482 (meters)    1638.72  (feet)  COMP
 HD1452  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 HD1452
 HD1452  HORZ ORDER  -  B
 HD1452  VERT ORDER  -  FIRST     CLASS II
 HD1452  ELLP ORDER  -  THIRD     CLASS I
 HD1452
 HD1452.The horizontal coordinates were established by GPS observations
 HD1452.and adjusted by the National Geodetic Survey in March 1998..
 HD1452
 HD1452.The orthometric height was determined by differential leveling
 HD1452.and adjusted by the National Geodetic Survey in June 1991..
 HD1452
 HD1452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1452
 HD1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1452
 HD1452.The ellipsoidal height was determined by GPS observations
 HD1452.and is referenced to NAD 83.
 HD1452
 HD1452.The geoid height was determined by GEOID03.
 HD1452
 HD1452.The dynamic height is computed by dividing the NAVD 88
 HD1452.geopotential number by the normal gravity value computed on the
 HD1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1452.degrees latitude (g = 980.6199 gals.).
 HD1452
 HD1452.The modeled gravity was interpolated from observed gravity values.
 HD1452
 HD1452;                    North         East     Units Scale Factor Converg.
 HD1452;SPC MO C     -   147,556.659   473,672.837   MT  0.99994187   -0 10 44.6
 HD1452;UTM  15      - 4,112,948.682   518,074.679   MT  0.99960402   +0 07 22.7
 HD1452
 HD1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1452!SPC MO C     -   0.99992606  x   0.99994187  =   0.99986793
 HD1452!UTM  15      -   0.99992606  x   0.99960402  =   0.99953011
 HD1452
 HD1452                          SUPERSEDED SURVEY CONTROL
 HD1452
 HD1452  NAVD 88 (03/31/98)  499.89   (m)         1640.1    (f) LEVELING    3  
 HD1452  NGVD 29 (10/05/93)  499.728  (m)         1639.52   (f) ADJUSTED    1 2
 HD1452
 HD1452.Superseded values are not recommended for survey control.
 HD1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1452.See file dsdata.txt to determine how the superseded data were derived.
 HD1452
 HD1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB1807512949(NAD 83)
 HD1452_MARKER: I = METAL ROD
 HD1452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1452_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1452_STAMPING: G 347 1989
 HD1452_MARK LOGO: NGS   
 HD1452_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1452+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1997
 HD1452
 HD1452  HISTORY     - Date     Condition        Report By
 HD1452  HISTORY     - 1989     MONUMENTED       NGS
 HD1452  HISTORY     - 19970220 GOOD             NGS
 HD1452
 HD1452                          STATION DESCRIPTION
 HD1452
 HD1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1452'4.3 KM (2.65 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1452'WITH COUNTY ROAD C IN SEYMOUR, A METAL ROD DRIVEN TO REFUSAL AT 2.9 M
 HD1452'FLUSH WITH THE GROUND, 40.9 M (134.2 FT) SOUTHEAST OF THE CENTER OF
 HD1452'FARM ROAD 231, 25.0 M (82.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 HD1452'WESTBOUND LANES OF THE HIGHWAY, 1.9 M (6.2 FT) ABOVE THE LEVEL OF THE
 HD1452'HIGHWAY, 1.1 M (3.6 FT) SOUTHEAST OF A FENCE CORNER, AND 0.3 M (1.0
 HD1452'FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM
 HD1452'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HD1452
 HD1452                          STATION RECOVERY (1997)
 HD1452
 HD1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HD1452'THE STATION IS LOCATED ABOUT 40.2 KM (24.95 MI) EAST OF SPRINGFIELD,
 HD1452'MO., ABOUT 4.3 KM (2.65 MI) NORTHWEST OF SEYMOUR, MO., IN THE GRASS,
 HD1452'ALONG THE NORTH-NORTHEAST SIDE OF U.S.  HIGHWAY 60, SOUTHEAST OF FARM
 HD1452'ROAD 231, ON THE SOUTH SIDE OF A FENCE CORNER, SOUTHEAST OF A GRAVEL
 HD1452'PARKING AREA.  OWNERSHIP--STATE OF MISSOURI.  TO REACH THE STATION
 HD1452'FROM THE JUNCTION OF U.S.  HIGHWAY 60 AND COUNTY ROAD C IN SEYMOUR, GO
 HD1452'WESTERLY, 4.3 KM (2.65 MI) ALONG HIGHWAY 60 TO THE STATION ON THE
 HD1452'RIGHT, JUST SOUTH OF THE FENCE.  THE STATION IS 40.9 M (134.2 FT)
 HD1452'SOUTHEAST OF THE ROAD 231 CENTER, 25.0 M (82.0 FT) NORTHEAST OF THE
 HD1452'HIGHWAY 60 WESTBOUND LANES CENTERLINE, 1.9 M (6.2 FT) ABOVE THE
 HD1452'HIGHWAY LEVEL, 1.1 M (3.6 FT) SOUTHEAST OF A FENCE CORNER, 0.3 M (1.0
 HD1452'FT) SOUTHWEST OF A WITNESS POST AND FENCE, FLUSH WITH THE GROUND
 HD1452'SURFACE.  NOTE--THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A
 HD1452'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 2.9 M, (9.5 FT)
 HD1452'ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SURROUNDED BY CONCRETE.
 HD1452'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  BY R.G.
 HD1452'HAYES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0960 ***********************************************************************
 GF0960  DESIGNATION -  G 348
 GF0960  PID         -  GF0960
 GF0960  STATE/COUNTY-  MO/BARRY
 GF0960  USGS QUAD   -  VERONA (1972)
 GF0960
 GF0960                         *CURRENT SURVEY CONTROL
 GF0960  ___________________________________________________________________
 GF0960* NAD 83(1986)-  36 54 49.     (N)    093 51 26.     (W)     SCALED    
 GF0960* NAVD 88     -       428.907  (meters)    1407.17   (feet)  ADJUSTED  
 GF0960  ___________________________________________________________________
 GF0960  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GF0960  DYNAMIC HT  -         428.545 (meters)    1405.98  (feet)  COMP
 GF0960  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 GF0960
 GF0960  VERT ORDER  -  FIRST     CLASS II
 GF0960
 GF0960.The horizontal coordinates were scaled from a topographic map and have
 GF0960.an estimated accuracy of +/- 6 seconds.
 GF0960
 GF0960.The orthometric height was determined by differential leveling
 GF0960.and adjusted by the National Geodetic Survey in June 1991..
 GF0960
 GF0960.The geoid height was determined by GEOID03.
 GF0960
 GF0960.The dynamic height is computed by dividing the NAVD 88
 GF0960.geopotential number by the normal gravity value computed on the
 GF0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0960.degrees latitude (g = 980.6199 gals.).
 GF0960
 GF0960.The modeled gravity was interpolated from observed gravity values.
 GF0960
 GF0960;                    North         East    Units  Estimated Accuracy
 GF0960;SPC MO W     -    83,080.      907,280.      MT  (+/- 180 meters Scaled)
 GF0960
 GF0960                          SUPERSEDED SURVEY CONTROL
 GF0960
 GF0960  NGVD 29 (10/05/93)  428.742  (m)         1406.63   (f) ADJUSTED    1 2
 GF0960
 GF0960.Superseded values are not recommended for survey control.
 GF0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0960.See file dsdata.txt to determine how the superseded data were derived.
 GF0960
 GF0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA236856(NAD 83)
 GF0960_MARKER: I = METAL ROD
 GF0960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GF0960_SP_SET: STAINLESS STEEL ROD
 GF0960_STAMPING: G 348 1989
 GF0960_MARK LOGO: NGS   
 GF0960_PROJECTION: FLUSH
 GF0960_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0960+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2002
 GF0960_ROD/PIPE-DEPTH: 4.9  meters
 GF0960
 GF0960  HISTORY     - Date     Condition        Report By
 GF0960  HISTORY     - 1989     MONUMENTED       NGS
 GF0960  HISTORY     - 20021213 GOOD             GEOCAC
 GF0960
 GF0960                          STATION DESCRIPTION
 GF0960
 GF0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0960'5.2 KM (3.25 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 GF0960'WITH KYLER STREET IN MONETT, 47.5 M (155.8 FT) NORTHEAST OF THE
 GF0960'CENTERLINE OF COUNTY ROAD Z, 20.5 M (67.3 FT) SOUTHEAST OF THE
 GF0960'CENTERLINE OF THE HIGHWAY, 1.4 M (4.6 FT) SOUTHEAST OF A FENCE
 GF0960'CORNER, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND 0.3
 GF0960'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO DATUM
 GF0960'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GF0960
 GF0960                          STATION RECOVERY (2002)
 GF0960
 GF0960'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0980 ***********************************************************************
 GF0980  DESIGNATION -  G 349
 GF0980  PID         -  GF0980
 GF0980  STATE/COUNTY-  MO/BARRY
 GF0980  USGS QUAD   -  SELIGMAN (1974)
 GF0980
 GF0980                         *CURRENT SURVEY CONTROL
 GF0980  ___________________________________________________________________
 GF0980* NAD 83(1986)-  36 36 33.     (N)    093 56 20.     (W)     SCALED    
 GF0980* NAVD 88     -       434.829  (meters)    1426.60   (feet)  ADJUSTED  
 GF0980  ___________________________________________________________________
 GF0980  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GF0980  DYNAMIC HT  -         434.449 (meters)    1425.35  (feet)  COMP
 GF0980  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 GF0980
 GF0980  VERT ORDER  -  FIRST     CLASS II
 GF0980
 GF0980.The horizontal coordinates were scaled from a topographic map and have
 GF0980.an estimated accuracy of +/- 6 seconds.
 GF0980
 GF0980.The orthometric height was determined by differential leveling
 GF0980.and adjusted by the National Geodetic Survey in June 1991..
 GF0980
 GF0980.The geoid height was determined by GEOID03.
 GF0980
 GF0980.The dynamic height is computed by dividing the NAVD 88
 GF0980.geopotential number by the normal gravity value computed on the
 GF0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0980.degrees latitude (g = 980.6199 gals.).
 GF0980
 GF0980.The modeled gravity was interpolated from observed gravity values.
 GF0980
 GF0980;                    North         East    Units  Estimated Accuracy
 GF0980;SPC MO W     -    49,250.      900,200.      MT  (+/- 180 meters Scaled)
 GF0980
 GF0980                          SUPERSEDED SURVEY CONTROL
 GF0980
 GF0980  NGVD 29 (10/05/93)  434.664  (m)         1426.06   (f) ADJUSTED    1 2
 GF0980
 GF0980.Superseded values are not recommended for survey control.
 GF0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0980.See file dsdata.txt to determine how the superseded data were derived.
 GF0980
 GF0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA160519(NAD 83)
 GF0980_MARKER: I = METAL ROD
 GF0980_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GF0980_SP_SET: STAINLESS STEEL ROD
 GF0980_STAMPING: G 349 1989
 GF0980_MARK LOGO: NGS   
 GF0980_PROJECTION: FLUSH
 GF0980_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0980+STABILITY: POSITION/ELEVATION WELL
 GF0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0980+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002
 GF0980_ROD/PIPE-DEPTH: 4.6  meters
 GF0980
 GF0980  HISTORY     - Date     Condition        Report By
 GF0980  HISTORY     - 1989     MONUMENTED       NGS
 GF0980  HISTORY     - 20021101 GOOD             GEOCAC
 GF0980
 GF0980                          STATION DESCRIPTION
 GF0980
 GF0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0980'3.0 KM (1.85 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 GF0980'WITH STATE HIGHWAY 90 IN WASHBURN, 29.1 M (95.5 FT) EAST OF A UTILITY
 GF0980'POLE WITH 1 GUY WIRE, 25.2 M (82.7 FT) SOUTHWEST OF THE EXTENDED
 GF0980'CENTER OF A FIELD ENTRANCE AND GATE, 12.3 M (40.4 FT) SOUTHEAST OF
 GF0980'THE CENTERLINE OF THE HIGHWAY, 4.2 M (13.8 FT) SOUTHWEST OF A T-FENCE
 GF0980'CORNER, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND 0.3
 GF0980'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO DATUM
 GF0980'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GF0980
 GF0980                          STATION RECOVERY (2002)
 GF0980
 GF0980'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0980'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1306 ***********************************************************************
 JD1306  DESIGNATION -  G 35
 JD1306  PID         -  JD1306
 JD1306  STATE/COUNTY-  MO/BENTON
 JD1306  USGS QUAD   -  FRISTOE (1982)
 JD1306
 JD1306                         *CURRENT SURVEY CONTROL
 JD1306  ___________________________________________________________________
 JD1306* NAD 83(1986)-  38 07 22.     (N)    093 16 43.     (W)     SCALED    
 JD1306* NAVD 88     -       274.579  (meters)     900.85   (feet)  ADJUSTED  
 JD1306  ___________________________________________________________________
 JD1306  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JD1306  DYNAMIC HT  -         274.381 (meters)     900.20  (feet)  COMP
 JD1306  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 JD1306
 JD1306  VERT ORDER  -  SECOND    CLASS 0
 JD1306
 JD1306.The horizontal coordinates were scaled from a topographic map and have
 JD1306.an estimated accuracy of +/- 6 seconds.
 JD1306
 JD1306.The orthometric height was determined by differential leveling
 JD1306.and adjusted by the National Geodetic Survey in June 1991..
 JD1306
 JD1306.The geoid height was determined by GEOID03.
 JD1306
 JD1306.The dynamic height is computed by dividing the NAVD 88
 JD1306.geopotential number by the normal gravity value computed on the
 JD1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1306.degrees latitude (g = 980.6199 gals.).
 JD1306
 JD1306.The modeled gravity was interpolated from observed gravity values.
 JD1306
 JD1306;                    North         East    Units  Estimated Accuracy
 JD1306;SPC MO C     -   254,350.      431,730.      MT  (+/- 180 meters Scaled)
 JD1306
 JD1306                          SUPERSEDED SURVEY CONTROL
 JD1306
 JD1306  NGVD 29 (??/??/92)  274.462  (m)          900.46   (f) ADJ UNCH    2 0
 JD1306
 JD1306.Superseded values are not recommended for survey control.
 JD1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1306.See file dsdata.txt to determine how the superseded data were derived.
 JD1306
 JD1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC755194(NAD 83)
 JD1306_MARKER: DB = BENCH MARK DISK
 JD1306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1306_SP_SET: BRIDGE
 JD1306_STAMPING: G 35 1934
 JD1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1306
 JD1306  HISTORY     - Date     Condition        Report By
 JD1306  HISTORY     - 1934     MONUMENTED       CGS
 JD1306
 JD1306                          STATION DESCRIPTION
 JD1306
 JD1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JD1306'0.4 MI N FROM FRISTOE.
 JD1306'0.4 MILE NORTH ALONG U.S. HIGHWAY 65 FROM FRISTOE, BENTON COUNTY,
 JD1306'AT CONCRETE BRIDGE G 296, IN THE TOP OF THE NORTHEAST WINGWALL,
 JD1306'AND 3 FEET EAST OF THE SOUTHEAST ABUTMENT.  A STANDARD DISK,
 JD1306'STAMPED G 35 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1128 ***********************************************************************
 GE1128  DESIGNATION -  G 350
 GE1128  PID         -  GE1128
 GE1128  STATE/COUNTY-  MO/HOWELL
 GE1128  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE1128
 GE1128                         *CURRENT SURVEY CONTROL
 GE1128  ___________________________________________________________________
 GE1128* NAD 83(1986)-  36 55 16.     (N)    091 55 52.     (W)     SCALED    
 GE1128* NAVD 88     -       384.171  (meters)    1260.40   (feet)  ADJUSTED  
 GE1128  ___________________________________________________________________
 GE1128  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GE1128  DYNAMIC HT  -         383.847 (meters)    1259.34  (feet)  COMP
 GE1128  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GE1128
 GE1128  VERT ORDER  -  FIRST     CLASS II
 GE1128
 GE1128.The horizontal coordinates were scaled from a topographic map and have
 GE1128.an estimated accuracy of +/- 6 seconds.
 GE1128
 GE1128.The orthometric height was determined by differential leveling
 GE1128.and adjusted by the National Geodetic Survey in June 1991..
 GE1128
 GE1128.The geoid height was determined by GEOID03.
 GE1128
 GE1128.The dynamic height is computed by dividing the NAVD 88
 GE1128.geopotential number by the normal gravity value computed on the
 GE1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1128.degrees latitude (g = 980.6199 gals.).
 GE1128
 GE1128.The modeled gravity was interpolated from observed gravity values.
 GE1128
 GE1128;                    North         East    Units  Estimated Accuracy
 GE1128;SPC MO C     -   120,850.      550,690.      MT  (+/- 180 meters Scaled)
 GE1128
 GE1128                          SUPERSEDED SURVEY CONTROL
 GE1128
 GE1128  NGVD 29 (10/05/93)  384.005  (m)         1259.86   (f) ADJUSTED    1 2
 GE1128
 GE1128.Superseded values are not recommended for survey control.
 GE1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1128.See file dsdata.txt to determine how the superseded data were derived.
 GE1128
 GE1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA952866(NAD 83)
 GE1128_MARKER: I = METAL ROD
 GE1128_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1128+WITH SETTING: INFORMATION.
 GE1128_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1128_STAMPING: G 350 1990
 GE1128_MARK LOGO: NGS   
 GE1128_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1128+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 GE1128
 GE1128  HISTORY     - Date     Condition        Report By
 GE1128  HISTORY     - 1990     MONUMENTED       NGS
 GE1128  HISTORY     - 19990927 GOOD             MODNR
 GE1128
 GE1128                          STATION DESCRIPTION
 GE1128
 GE1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1128'9.6 KM (6.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1128'STATE HIGHWAY 137 IN WILLOW SPRINGS, 38.9 M (127.6 FT) NORTHWEST OF
 GE1128'THE CENTERLINE OF STATE HIGHWAY UU, 20.4 M (66.9 FT) SOUTHWEST OF THE
 GE1128'HIGHWAY CENTERLINE, 1.7 M (5.6 FT) NORTHWEST OF UTILITY PEDESTAL
 GE1128'NUMBER 4 4K 138, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.3 M
 GE1128'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 GE1128'POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL
 GE1128'AND ANCHORED.
 GE1128
 GE1128                          STATION RECOVERY (1999)
 GE1128
 GE1128'RECOVERY NOTE BY MO DEPT OF NAT RES 1999 (BDC)
 GE1128'ROD IS IN GOOD CONDITION, HOWEVER LOGO CAP DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1152 ***********************************************************************
 GE1152  DESIGNATION -  G 351
 GE1152  PID         -  GE1152
 GE1152  STATE/COUNTY-  MO/OREGON
 GE1152  USGS QUAD   -  BRANDSVILLE (1986)
 GE1152
 GE1152                         *CURRENT SURVEY CONTROL
 GE1152  ___________________________________________________________________
 GE1152* NAD 83(1986)-  36 38 33.     (N)    091 40 19.     (W)     SCALED    
 GE1152* NAVD 88     -       302.980  (meters)     994.03   (feet)  ADJUSTED  
 GE1152  ___________________________________________________________________
 GE1152  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GE1152  DYNAMIC HT  -         302.728 (meters)     993.20  (feet)  COMP
 GE1152  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 GE1152
 GE1152  VERT ORDER  -  FIRST     CLASS II
 GE1152
 GE1152.The horizontal coordinates were scaled from a topographic map and have
 GE1152.an estimated accuracy of +/- 6 seconds.
 GE1152
 GE1152.The orthometric height was determined by differential leveling
 GE1152.and adjusted by the National Geodetic Survey in June 1991..
 GE1152
 GE1152.The geoid height was determined by GEOID03.
 GE1152
 GE1152.The dynamic height is computed by dividing the NAVD 88
 GE1152.geopotential number by the normal gravity value computed on the
 GE1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1152.degrees latitude (g = 980.6199 gals.).
 GE1152
 GE1152.The modeled gravity was interpolated from observed gravity values.
 GE1152
 GE1152;                    North         East    Units  Estimated Accuracy
 GE1152;SPC MO E     -    90,420.      145,200.      MT  (+/- 180 meters Scaled)
 GE1152
 GE1152                          SUPERSEDED SURVEY CONTROL
 GE1152
 GE1152  NGVD 29 (10/05/93)  302.837  (m)          993.56   (f) ADJUSTED    1 2
 GE1152
 GE1152.Superseded values are not recommended for survey control.
 GE1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1152.See file dsdata.txt to determine how the superseded data were derived.
 GE1152
 GE1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA187560(NAD 83)
 GE1152_MARKER: I = METAL ROD
 GE1152_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1152_SP_SET: STAINLESS STEEL ROD
 GE1152_STAMPING: G 351 1990
 GE1152_MARK LOGO: NGS   
 GE1152_PROJECTION: PROJECTING 5 CENTIMETERS
 GE1152_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1152+STABILITY: POSITION/ELEVATION WELL
 GE1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1152+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 GE1152_ROD/PIPE-DEPTH: 6.0  meters
 GE1152
 GE1152  HISTORY     - Date     Condition        Report By
 GE1152  HISTORY     - 1990     MONUMENTED       NGS
 GE1152  HISTORY     - 20060207 GOOD             MODNR
 GE1152
 GE1152                          STATION DESCRIPTION
 GE1152
 GE1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1152'6.4 KM (4.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 63 FROM THE
 GE1152'JUNCTION OF STATE HIGHWAY F IN KOSHKONONG, 30.8 M (101.0 FT)
 GE1152'SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO R AND R TACK SHOP,
 GE1152'20.9 M (68.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT)
 GE1152'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) EAST-NORTHEAST OF
 GE1152'A WITNESS POST AND FENCE CORNER.  NOTE--ACCESS TO THE DATUM POINT IS
 GE1152'THROUGH A 5-INCH LOGO CAP.
 GE1152
 GE1152                          STATION RECOVERY (2006)
 GE1152
 GE1152'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1152'THE AUTONOMOUS HAD HELD POSITIONS IS LAT 36 38 33.1 LONG 91 40 18.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1235 ***********************************************************************
 JC1235  DESIGNATION -  G 36 RESET
 JC1235  PID         -  JC1235
 JC1235  STATE/COUNTY-  MO/MARIES
 JC1235  USGS QUAD   -  PAYDOWN (1981)
 JC1235
 JC1235                         *CURRENT SURVEY CONTROL
 JC1235  ___________________________________________________________________
 JC1235* NAD 83(1986)-  38 09 15.     (N)    091 52 08.     (W)     SCALED    
 JC1235* NAVD 88     -       203.50   (+/-2cm)     667.6    (feet)  VERTCON   
 JC1235  ___________________________________________________________________
 JC1235  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JC1235
 JC1235  VERT ORDER  -  THIRD (See Below)
 JC1235
 JC1235.The horizontal coordinates were scaled from a topographic map and have
 JC1235.an estimated accuracy of +/- 6 seconds.
 JC1235
 JC1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1235.The vertical order pertains to the NGVD 29 superseded value.
 JC1235
 JC1235.The geoid height was determined by GEOID03.
 JC1235
 JC1235;                    North         East    Units  Estimated Accuracy
 JC1235;SPC MO C     -   257,730.      555,310.      MT  (+/- 180 meters Scaled)
 JC1235
 JC1235                          SUPERSEDED SURVEY CONTROL
 JC1235
 JC1235  NGVD 29 (02/22/06)  203.47   (m)          667.6    (f) RESET       3  
 JC1235
 JC1235.Superseded values are not recommended for survey control.
 JC1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1235.See file dsdata.txt to determine how the superseded data were derived.
 JC1235
 JC1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC991235(NAD 83)
 JC1235_MARKER: DB = BENCH MARK DISK
 JC1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1235_SP_SET: CONCRETE POST
 JC1235_STAMPING: G 36 RESET 1981
 JC1235_MARK LOGO: NGS   
 JC1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1235+STABILITY: SURFACE MOTION
 JC1235
 JC1235  HISTORY     - Date     Condition        Report By
 JC1235  HISTORY     - UNK      MONUMENTED
 JC1235  HISTORY     - 19811030 GOOD             NGS
 JC1235
 JC1235                          STATION DESCRIPTION
 JC1235
 JC1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1235'7.5 MI (12.1 KM) SOUTHEAST ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 JC1235'STATE HIGHWAY 42 IN VIENNA, THENCE LEFT AND NORTHEAST ALONG A PAVED
 JC1235'ROAD FOR 0.5 MI (0.8 KM) TO OLD HIGHWAY 63, THENCE LEFT AND NORTHWEST
 JC1235'ALONG OLD HIGHWAY 63 FOR 1.8 MI (2.9 KM) TO THE MARK ON THE LEFT,
 JC1235'ABOUT 0.2 MI (0.3 KM) SOUTHEAST OF THE GASCONADE RIVER, 40.0 FT
 JC1235'(12.2 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND PROJECTS 4 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0573 ***********************************************************************
 GF0573  DESIGNATION -  G 4
 GF0573  PID         -  GF0573
 GF0573  STATE/COUNTY-  MO/LAWRENCE
 GF0573  USGS QUAD   -  VERONA (1972)
 GF0573
 GF0573                         *CURRENT SURVEY CONTROL
 GF0573  ___________________________________________________________________
 GF0573* NAD 83(1986)-  36 57 30.     (N)    093 47 55.     (W)     SCALED    
 GF0573* NAVD 88     -       386.388  (meters)    1267.67   (feet)  ADJUSTED  
 GF0573  ___________________________________________________________________
 GF0573  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GF0573  DYNAMIC HT  -         386.063 (meters)    1266.61  (feet)  COMP
 GF0573  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 GF0573
 GF0573  VERT ORDER  -  FIRST     CLASS II
 GF0573
 GF0573.The horizontal coordinates were scaled from a topographic map and have
 GF0573.an estimated accuracy of +/- 6 seconds.
 GF0573
 GF0573.The orthometric height was determined by differential leveling
 GF0573.and adjusted by the National Geodetic Survey in June 1991..
 GF0573
 GF0573.The geoid height was determined by GEOID03.
 GF0573
 GF0573.The dynamic height is computed by dividing the NAVD 88
 GF0573.geopotential number by the normal gravity value computed on the
 GF0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0573.degrees latitude (g = 980.6199 gals.).
 GF0573
 GF0573.The modeled gravity was interpolated from observed gravity values.
 GF0573
 GF0573;                    North         East    Units  Estimated Accuracy
 GF0573;SPC MO W     -    88,080.      912,460.      MT  (+/- 180 meters Scaled)
 GF0573
 GF0573                          SUPERSEDED SURVEY CONTROL
 GF0573
 GF0573  NGVD 29 (??/??/92)  386.221  (m)         1267.13   (f) ADJ UNCH    1 2
 GF0573
 GF0573.Superseded values are not recommended for survey control.
 GF0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0573.See file dsdata.txt to determine how the superseded data were derived.
 GF0573
 GF0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA289905(NAD 83)
 GF0573_MARKER: DB = BENCH MARK DISK
 GF0573_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GF0573_SP_SET: ABUTMENT
 GF0573_STAMPING: G 4 1928 1267.127
 GF0573_MARK LOGO: CGS   
 GF0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0573+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1989
 GF0573
 GF0573  HISTORY     - Date     Condition        Report By
 GF0573  HISTORY     - 1928     MONUMENTED       CGS
 GF0573  HISTORY     - 1934     GOOD             NGS
 GF0573  HISTORY     - 19891024 GOOD             NGS
 GF0573
 GF0573                          STATION DESCRIPTION
 GF0573
 GF0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0573'0.3 MI S FROM VERONA.
 GF0573'1/3 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GF0573'THE STATION AT VERONA, LAWRENCE COUNTY, AT THE SOUTH EDGE OF
 GF0573'TOWN, AT BRIDGE 274.2, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT
 GF0573'(BUILD IN 1916), OPPOSITE POLE 274-5, 7 FEET WEST OF THE CENTERLINE
 GF0573'OF THE TRACK, AND 5-1/4 FEET LOWER THAN THE TRACK.  A STANDARD
 GF0573'DISK, STAMPED 1267.127 G 4 1928.
 GF0573
 GF0573                          STATION RECOVERY (1989)
 GF0573
 GF0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0573'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 GF0573'(0.20 MI) SOUTHERLY ALONG COUNTY ROAD P FROM THE POST OFFICE IN
 GF0573'VERONA, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG MAIN STREET, THENCE
 GF0573'0.1 KM (0.05 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD, IN
 GF0573'TOP OF AND 1.6 M (5.2 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE
 GF0573'ABUTMENT OF A RAILROAD BRIDGE SPANNING SPRING RIVER, 1.7 M (5.6 FT)
 GF0573'BELOW THE LEVEL OF THE TRACK, AND 1.6 M (5.2 FT) WEST OF THE NEAR
 GF0573'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1516 ***********************************************************************
 JD1516  DESIGNATION -  G 4 B 1
 JD1516  PID         -  JD1516
 JD1516  STATE/COUNTY-  MO/ST CLAIR
 JD1516  USGS QUAD   -  OSCEOLA (1991)
 JD1516
 JD1516                         *CURRENT SURVEY CONTROL
 JD1516  ___________________________________________________________________
 JD1516* NAD 83(1986)-  38 07 15.     (N)    093 42 07.     (W)     SCALED    
 JD1516* NAVD 88     -       268.707  (meters)     881.58   (feet)  ADJUSTED  
 JD1516  ___________________________________________________________________
 JD1516  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JD1516  DYNAMIC HT  -         268.512 (meters)     880.94  (feet)  COMP
 JD1516  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 JD1516
 JD1516  VERT ORDER  -  SECOND    CLASS 0
 JD1516
 JD1516.The horizontal coordinates were scaled from a topographic map and have
 JD1516.an estimated accuracy of +/- 6 seconds.
 JD1516
 JD1516.The orthometric height was determined by differential leveling
 JD1516.and adjusted by the National Geodetic Survey in June 1991..
 JD1516
 JD1516.The geoid height was determined by GEOID03.
 JD1516
 JD1516.The dynamic height is computed by dividing the NAVD 88
 JD1516.geopotential number by the normal gravity value computed on the
 JD1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1516.degrees latitude (g = 980.6199 gals.).
 JD1516
 JD1516.The modeled gravity was interpolated from observed gravity values.
 JD1516
 JD1516;                    North         East    Units  Estimated Accuracy
 JD1516;SPC MO W     -   217,160.      919,980.      MT  (+/- 180 meters Scaled)
 JD1516
 JD1516                          SUPERSEDED SURVEY CONTROL
 JD1516
 JD1516  NGVD 29 (??/??/92)  268.59   (m)          881.2    (f) COMPUTED    2 0
 JD1516
 JD1516.Superseded values are not recommended for survey control.
 JD1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1516.See file dsdata.txt to determine how the superseded data were derived.
 JD1516
 JD1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC384194(NAD 83)
 JD1516_MARKER: DZ = AZIMUTH MARK DISK
 JD1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1516+STABILITY: SURFACE MOTION
 JD1516
 JD1516  HISTORY     - Date     Condition        Report By
 JD1516  HISTORY     - UNK      MONUMENTED       DOD
 JD1516  HISTORY     - 1963     GOOD             NGS
 JD1516
 JD1516                          STATION DESCRIPTION
 JD1516
 JD1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1516'2.4 MI SE FROM LOWRY CITY.
 JD1516'ABOUT 1.8 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1516'RAILWAY FROM THE STATION AT LOWRY CITY, THENCE 0.5 MILE EAST ALONG
 JD1516'A GRAVELED ROAD, THENCE 0.1 MILE SOUTH ACROSS COUNTRY AND ON THE
 JD1516'NORTH SLOPE OF A HILL, AND THE TOP SURFACE OVER THE CENTER HOLE OF
 JD1516'A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD1516'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1517 ***********************************************************************
 JD1517  DESIGNATION -  G 4 B 2
 JD1517  PID         -  JD1517
 JD1517  STATE/COUNTY-  MO/ST CLAIR
 JD1517  USGS QUAD   -  OSCEOLA (1991)
 JD1517
 JD1517                         *CURRENT SURVEY CONTROL
 JD1517  ___________________________________________________________________
 JD1517* NAD 83(1986)-  38 07 05.     (N)    093 42 15.     (W)     SCALED    
 JD1517* NAVD 88     -       272.580  (meters)     894.29   (feet)  ADJUSTED  
 JD1517  ___________________________________________________________________
 JD1517  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JD1517  DYNAMIC HT  -         272.382 (meters)     893.64  (feet)  COMP
 JD1517  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 JD1517
 JD1517  VERT ORDER  -  SECOND    CLASS 0
 JD1517
 JD1517.The horizontal coordinates were scaled from a topographic map and have
 JD1517.an estimated accuracy of +/- 6 seconds.
 JD1517
 JD1517.The orthometric height was determined by differential leveling
 JD1517.and adjusted by the National Geodetic Survey in June 1991..
 JD1517
 JD1517.The geoid height was determined by GEOID03.
 JD1517
 JD1517.The dynamic height is computed by dividing the NAVD 88
 JD1517.geopotential number by the normal gravity value computed on the
 JD1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1517.degrees latitude (g = 980.6199 gals.).
 JD1517
 JD1517.The modeled gravity was interpolated from observed gravity values.
 JD1517
 JD1517;                    North         East    Units  Estimated Accuracy
 JD1517;SPC MO W     -   216,850.      919,780.      MT  (+/- 180 meters Scaled)
 JD1517
 JD1517                          SUPERSEDED SURVEY CONTROL
 JD1517
 JD1517  NGVD 29 (??/??/92)  272.46   (m)          893.9    (f) COMPUTED    2 0
 JD1517
 JD1517.Superseded values are not recommended for survey control.
 JD1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1517.See file dsdata.txt to determine how the superseded data were derived.
 JD1517
 JD1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC382191(NAD 83)
 JD1517_MARKER: DZ = AZIMUTH MARK DISK
 JD1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1517+STABILITY: SURFACE MOTION
 JD1517
 JD1517  HISTORY     - Date     Condition        Report By
 JD1517  HISTORY     - UNK      MONUMENTED       DOD
 JD1517  HISTORY     - 1963     GOOD             NGS
 JD1517
 JD1517                          STATION DESCRIPTION
 JD1517
 JD1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1517'2.4 MI SE FROM LOWRY CITY.
 JD1517'ABOUT 1.8 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1517'RAILWAY FROM THE STATION AT LOWRY CITY, THENCE 0.3 MILE EAST
 JD1517'ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG STATE HIGHWAY
 JD1517'13, THENCE 0.1 MILE EAST THROUGH FARM YARD, 197 FEET EAST OF
 JD1517'SOUTHEAST CORNER OF BARN, 32 FEET SOUTH OF AN EAST-WEST FENCE,
 JD1517'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JD1517'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JD1517'CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1514 ***********************************************************************
 JD1514  DESIGNATION -  G 4 Z
 JD1514  PID         -  JD1514
 JD1514  STATE/COUNTY-  MO/ST CLAIR
 JD1514  USGS QUAD   -  OSCEOLA (1991)
 JD1514
 JD1514                         *CURRENT SURVEY CONTROL
 JD1514  ___________________________________________________________________
 JD1514* NAD 83(1986)-  38 07 18.     (N)    093 42 24.     (W)     SCALED    
 JD1514* NAVD 88     -       269.076  (meters)     882.79   (feet)  ADJUSTED  
 JD1514  ___________________________________________________________________
 JD1514  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JD1514  DYNAMIC HT  -         268.881 (meters)     882.15  (feet)  COMP
 JD1514  MODELED GRAV-     979,898.1   (mgal)                       NAVD 88
 JD1514
 JD1514  VERT ORDER  -  SECOND    CLASS 0
 JD1514
 JD1514.The horizontal coordinates were scaled from a topographic map and have
 JD1514.an estimated accuracy of +/- 6 seconds.
 JD1514
 JD1514.The orthometric height was determined by differential leveling
 JD1514.and adjusted by the National Geodetic Survey in June 1991..
 JD1514
 JD1514.The geoid height was determined by GEOID03.
 JD1514
 JD1514.The dynamic height is computed by dividing the NAVD 88
 JD1514.geopotential number by the normal gravity value computed on the
 JD1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1514.degrees latitude (g = 980.6199 gals.).
 JD1514
 JD1514.The modeled gravity was interpolated from observed gravity values.
 JD1514
 JD1514;                    North         East    Units  Estimated Accuracy
 JD1514;SPC MO W     -   217,250.      919,560.      MT  (+/- 180 meters Scaled)
 JD1514
 JD1514                          SUPERSEDED SURVEY CONTROL
 JD1514
 JD1514  NGVD 29 (??/??/92)  268.96   (m)          882.4    (f) COMPUTED    2 0
 JD1514
 JD1514.Superseded values are not recommended for survey control.
 JD1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1514.See file dsdata.txt to determine how the superseded data were derived.
 JD1514
 JD1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC380195(NAD 83)
 JD1514_MARKER: DS = TRIANGULATION STATION DISK
 JD1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1514_STAMPING: G 4 Z 1963
 JD1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1514+STABILITY: SURFACE MOTION
 JD1514
 JD1514  HISTORY     - Date     Condition        Report By
 JD1514  HISTORY     - 1963     MONUMENTED       CGS
 JD1514
 JD1514                          STATION DESCRIPTION
 JD1514
 JD1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1514'2.1 MI SE FROM LOWRY CITY.
 JD1514'ABOUT 1.8 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1514'RAILWAY FROM THE STATION AT LOWRY CITY, THENCE 0.3 MILE EAST
 JD1514'ALONG A GRAVELED ROAD, 224 FEET WEST OF THE CENTER LINE OF STATE
 JD1514'HIGHWAY 13, 20 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 JD1514'2 FEET SOUTH OF A 4 FOOT WOVEN WIRE FENCE, 54 FEET SOUTHWEST OF A
 JD1514'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JD1514'OF A CONCRETE POST 16 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1518 ***********************************************************************
 JD1518  DESIGNATION -  G 4 Z AZ MK
 JD1518  PID         -  JD1518
 JD1518  STATE/COUNTY-  MO/ST CLAIR
 JD1518  USGS QUAD   -  LOWRY CITY (1991)
 JD1518
 JD1518                         *CURRENT SURVEY CONTROL
 JD1518  ___________________________________________________________________
 JD1518* NAD 83(1986)-  38 07 43.     (N)    093 42 30.     (W)     SCALED    
 JD1518* NAVD 88     -       264.148  (meters)     866.63   (feet)  ADJUSTED  
 JD1518  ___________________________________________________________________
 JD1518  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JD1518  DYNAMIC HT  -         263.957 (meters)     866.00  (feet)  COMP
 JD1518  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 JD1518
 JD1518  VERT ORDER  -  SECOND    CLASS 0
 JD1518
 JD1518.The horizontal coordinates were scaled from a topographic map and have
 JD1518.an estimated accuracy of +/- 6 seconds.
 JD1518
 JD1518.The orthometric height was determined by differential leveling
 JD1518.and adjusted by the National Geodetic Survey in June 1991..
 JD1518
 JD1518.The geoid height was determined by GEOID03.
 JD1518
 JD1518.The dynamic height is computed by dividing the NAVD 88
 JD1518.geopotential number by the normal gravity value computed on the
 JD1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1518.degrees latitude (g = 980.6199 gals.).
 JD1518
 JD1518.The modeled gravity was interpolated from observed gravity values.
 JD1518
 JD1518;                    North         East    Units  Estimated Accuracy
 JD1518;SPC MO W     -   218,020.      919,410.      MT  (+/- 180 meters Scaled)
 JD1518
 JD1518                          SUPERSEDED SURVEY CONTROL
 JD1518
 JD1518  NGVD 29 (??/??/92)  264.03   (m)          866.2    (f) COMPUTED    2 0
 JD1518
 JD1518.Superseded values are not recommended for survey control.
 JD1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1518.See file dsdata.txt to determine how the superseded data were derived.
 JD1518
 JD1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC379203(NAD 83)
 JD1518_MARKER: DZ = AZIMUTH MARK DISK
 JD1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1518_STAMPING: G 4 Z G 4 Y 1963
 JD1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1518+STABILITY: SURFACE MOTION
 JD1518
 JD1518  HISTORY     - Date     Condition        Report By
 JD1518  HISTORY     - 1963     MONUMENTED       CGS
 JD1518
 JD1518                          STATION DESCRIPTION
 JD1518
 JD1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1518'2.6 MI SE FROM LOWRY CITY.
 JD1518'ABOUT 1.8 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1518'RAILWAY FROM THE STATION AT LOWRY CITY, THENCE 0.3 MILES EAST
 JD1518'ALONG A GRAVELED ROAD, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY
 JD1518'13, AT A FIELD ROAD ENTRANCE, 42 FEET WEST OF THE CENTER LINE OF
 JD1518'STATE HIGHWAY 13, 11 FEET NORTH OF CENTER OF FIELD ENTRANCE, 1.4
 JD1518'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 JD1518'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1513 ***********************************************************************
 JD1513  DESIGNATION -  G 4 Z RM 1
 JD1513  PID         -  JD1513
 JD1513  STATE/COUNTY-  MO/ST CLAIR
 JD1513  USGS QUAD   -  OSCEOLA (1991)
 JD1513
 JD1513                         *CURRENT SURVEY CONTROL
 JD1513  ___________________________________________________________________
 JD1513* NAD 83(1986)-  38 07 19.     (N)    093 42 23.     (W)     SCALED    
 JD1513* NAVD 88     -       268.910  (meters)     882.25   (feet)  ADJUSTED  
 JD1513  ___________________________________________________________________
 JD1513  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JD1513  DYNAMIC HT  -         268.715 (meters)     881.61  (feet)  COMP
 JD1513  MODELED GRAV-     979,898.1   (mgal)                       NAVD 88
 JD1513
 JD1513  VERT ORDER  -  SECOND    CLASS 0
 JD1513
 JD1513.The horizontal coordinates were scaled from a topographic map and have
 JD1513.an estimated accuracy of +/- 6 seconds.
 JD1513
 JD1513.The orthometric height was determined by differential leveling
 JD1513.and adjusted by the National Geodetic Survey in June 1991..
 JD1513
 JD1513.The geoid height was determined by GEOID03.
 JD1513
 JD1513.The dynamic height is computed by dividing the NAVD 88
 JD1513.geopotential number by the normal gravity value computed on the
 JD1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1513.degrees latitude (g = 980.6199 gals.).
 JD1513
 JD1513.The modeled gravity was interpolated from observed gravity values.
 JD1513
 JD1513;                    North         East    Units  Estimated Accuracy
 JD1513;SPC MO W     -   217,280.      919,590.      MT  (+/- 180 meters Scaled)
 JD1513
 JD1513                          SUPERSEDED SURVEY CONTROL
 JD1513
 JD1513  NGVD 29 (??/??/92)  268.79   (m)          881.9    (f) COMPUTED    2 0
 JD1513
 JD1513.Superseded values are not recommended for survey control.
 JD1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1513.See file dsdata.txt to determine how the superseded data were derived.
 JD1513
 JD1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC380195(NAD 83)
 JD1513_MARKER: DR = REFERENCE MARK DISK
 JD1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1513_STAMPING: G 4 Z NO 1 1963
 JD1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1513+STABILITY: SURFACE MOTION
 JD1513
 JD1513  HISTORY     - Date     Condition        Report By
 JD1513  HISTORY     - 1963     MONUMENTED       CGS
 JD1513
 JD1513                          STATION DESCRIPTION
 JD1513
 JD1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1513'2.1 MI SE FROM LOWRY CITY.
 JD1513'ABOUT 1.8 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1513'RAILWAY FROM THE STATION AT LOWRY CITY, THENCE 0.3 MILE EAST
 JD1513'ALONG A GRAVELED ROAD, 189 FEET WEST OF THE CENTER LINE OF
 JD1513'STATE HIGHWAY 13, 20 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 JD1513'ROAD, 53.0 FEET NORTHEAST OF G 4 Z 1963 TRIANGULATION STATION,
 JD1513'1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JD1513'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1515 ***********************************************************************
 JD1515  DESIGNATION -  G 4 Z RM 2
 JD1515  PID         -  JD1515
 JD1515  STATE/COUNTY-  MO/ST CLAIR
 JD1515  USGS QUAD   -  OSCEOLA (1991)
 JD1515
 JD1515                         *CURRENT SURVEY CONTROL
 JD1515  ___________________________________________________________________
 JD1515* NAD 83(1986)-  38 07 20.     (N)    093 42 25.     (W)     SCALED    
 JD1515* NAVD 88     -       268.801  (meters)     881.89   (feet)  ADJUSTED  
 JD1515  ___________________________________________________________________
 JD1515  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JD1515  DYNAMIC HT  -         268.607 (meters)     881.25  (feet)  COMP
 JD1515  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 JD1515
 JD1515  VERT ORDER  -  SECOND    CLASS 0
 JD1515
 JD1515.The horizontal coordinates were scaled from a topographic map and have
 JD1515.an estimated accuracy of +/- 6 seconds.
 JD1515
 JD1515.The orthometric height was determined by differential leveling
 JD1515.and adjusted by the National Geodetic Survey in June 1991..
 JD1515
 JD1515.The geoid height was determined by GEOID03.
 JD1515
 JD1515.The dynamic height is computed by dividing the NAVD 88
 JD1515.geopotential number by the normal gravity value computed on the
 JD1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1515.degrees latitude (g = 980.6199 gals.).
 JD1515
 JD1515.The modeled gravity was interpolated from observed gravity values.
 JD1515
 JD1515;                    North         East    Units  Estimated Accuracy
 JD1515;SPC MO W     -   217,310.      919,540.      MT  (+/- 180 meters Scaled)
 JD1515
 JD1515                          SUPERSEDED SURVEY CONTROL
 JD1515
 JD1515  NGVD 29 (??/??/92)  268.68   (m)          881.5    (f) COMPUTED    2 0
 JD1515
 JD1515.Superseded values are not recommended for survey control.
 JD1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1515.See file dsdata.txt to determine how the superseded data were derived.
 JD1515
 JD1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC380196(NAD 83)
 JD1515_MARKER: DR = REFERENCE MARK DISK
 JD1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1515_STAMPING: G 4 Z NO 2 1963
 JD1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1515+STABILITY: SURFACE MOTION
 JD1515
 JD1515  HISTORY     - Date     Condition        Report By
 JD1515  HISTORY     - 1963     MONUMENTED       CGS
 JD1515
 JD1515                          STATION DESCRIPTION
 JD1515
 JD1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1515'2.1 MI SE FROM LOWRY CITY.
 JD1515'ABOUT 1.8 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1515'RAILWAY FROM THE STATION AT LOWRY CITY, THENCE 0.3 MILE EAST
 JD1515'ALONG A GRAVELED ROAD, 297 FEET WEST OF THE CENTER LINE OF
 JD1515'HIGHWAY 13, 19 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 JD1515'ROAD, 53 FEET EAST OF A POWER POLE, 53.6 FEET NORTHWEST OF G 4
 JD1515'Z 1963 TRIANGULATION STATION, ABOUT LEVEL WITH THE ROAD, AND SET
 JD1515'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0037 ***********************************************************************
 GG0037  DESIGNATION -  G 47
 GG0037  PID         -  GG0037
 GG0037  STATE/COUNTY-  MO/NEWTON
 GG0037  USGS QUAD   -  NEOSHO WEST (1972)
 GG0037
 GG0037                         *CURRENT SURVEY CONTROL
 GG0037  ___________________________________________________________________
 GG0037* NAD 83(1986)-  36 51 44.     (N)    094 25 36.     (W)     SCALED    
 GG0037* NAVD 88     -       353.719  (meters)    1160.49   (feet)  ADJUSTED  
 GG0037  ___________________________________________________________________
 GG0037  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GG0037  DYNAMIC HT  -         353.424 (meters)    1159.53  (feet)  COMP
 GG0037  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GG0037
 GG0037  VERT ORDER  -  SECOND    CLASS 0
 GG0037
 GG0037.The horizontal coordinates were scaled from a topographic map and have
 GG0037.an estimated accuracy of +/- 6 seconds.
 GG0037
 GG0037.The orthometric height was determined by differential leveling
 GG0037.and adjusted by the National Geodetic Survey in June 1991..
 GG0037
 GG0037.The geoid height was determined by GEOID03.
 GG0037
 GG0037.The dynamic height is computed by dividing the NAVD 88
 GG0037.geopotential number by the normal gravity value computed on the
 GG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0037.degrees latitude (g = 980.6199 gals.).
 GG0037
 GG0037.The modeled gravity was interpolated from observed gravity values.
 GG0037
 GG0037;                    North         East    Units  Estimated Accuracy
 GG0037;SPC MO W     -    77,180.      856,540.      MT  (+/- 180 meters Scaled)
 GG0037
 GG0037                          SUPERSEDED SURVEY CONTROL
 GG0037
 GG0037  NGVD 29 (??/??/92)  353.579  (m)         1160.03   (f) ADJ UNCH    2 0
 GG0037
 GG0037.Superseded values are not recommended for survey control.
 GG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0037.See file dsdata.txt to determine how the superseded data were derived.
 GG0037
 GG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA728805(NAD 83)
 GG0037_MARKER: DB = BENCH MARK DISK
 GG0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0037_STAMPING: G 47 1934
 GG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0037+STABILITY: SURFACE MOTION
 GG0037
 GG0037  HISTORY     - Date     Condition        Report By
 GG0037  HISTORY     - 1934     MONUMENTED       CGS
 GG0037  HISTORY     - 20060516 MARK NOT FOUND   MODNR
 GG0037
 GG0037                          STATION DESCRIPTION
 GG0037
 GG0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0037'4.2 MI W FROM NEOSHO.
 GG0037'4.2 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0037'THE KANSAS CITY SOUTHERN RAILWAY STATION AT NEOSHO, NEWTON
 GG0037'COUNTY, TWO POLES EAST OF THE TWENTIETH POLE WEST OF MILEPOST 313,
 GG0037'200 FEET NORTHEAST OF A HOUSE, AT A ROAD CROSSING, 40 FEET SOUTH
 GG0037'OF THE TRACK, 16 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 GG0037'IN A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED G 47
 GG0037'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0037
 GG0037                          STATION RECOVERY (2006)
 GG0037
 GG0037'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MOD)
 GG0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0472 ***********************************************************************
 HC0472  DESIGNATION -  G 49
 HC0472  PID         -  HC0472
 HC0472  STATE/COUNTY-  MO/CRAWFORD
 HC0472  USGS QUAD   -  STEELVILLE (1985)
 HC0472
 HC0472                         *CURRENT SURVEY CONTROL
 HC0472  ___________________________________________________________________
 HC0472* NAD 83(1986)-  37 57 17.     (N)    091 22 28.     (W)     SCALED    
 HC0472* NAVD 88     -       244.933  (meters)     803.58   (feet)  ADJUSTED  
 HC0472  ___________________________________________________________________
 HC0472  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HC0472  DYNAMIC HT  -         244.754 (meters)     803.00  (feet)  COMP
 HC0472  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 HC0472
 HC0472  VERT ORDER  -  SECOND    CLASS 0
 HC0472
 HC0472.The horizontal coordinates were scaled from a topographic map and have
 HC0472.an estimated accuracy of +/- 6 seconds.
 HC0472
 HC0472.The orthometric height was determined by differential leveling
 HC0472.and adjusted by the National Geodetic Survey in June 1991..
 HC0472
 HC0472.The geoid height was determined by GEOID03.
 HC0472
 HC0472.The dynamic height is computed by dividing the NAVD 88
 HC0472.geopotential number by the normal gravity value computed on the
 HC0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0472.degrees latitude (g = 980.6199 gals.).
 HC0472
 HC0472.The modeled gravity was interpolated from observed gravity values.
 HC0472
 HC0472;                    North         East    Units  Estimated Accuracy
 HC0472;SPC MO E     -   235,770.      173,150.      MT  (+/- 180 meters Scaled)
 HC0472
 HC0472                          SUPERSEDED SURVEY CONTROL
 HC0472
 HC0472  NGVD 29 (??/??/92)  244.914  (m)          803.52   (f) ADJ UNCH    2 0
 HC0472
 HC0472.Superseded values are not recommended for survey control.
 HC0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0472.See file dsdata.txt to determine how the superseded data were derived.
 HC0472
 HC0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC428020(NAD 83)
 HC0472_MARKER: DB = BENCH MARK DISK
 HC0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0472_STAMPING: G 49 1934
 HC0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0472+STABILITY: SURFACE MOTION
 HC0472
 HC0472  HISTORY     - Date     Condition        Report By
 HC0472  HISTORY     - 1934     MONUMENTED       CGS
 HC0472  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0472  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0472
 HC0472                          STATION DESCRIPTION
 HC0472
 HC0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0472'2 MI S FROM STEELVILLE.
 HC0472'2.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HC0472'THE STATION AT STEELVILLE, CRAWFORD COUNTY, 214 FEET NORTHEAST OF
 HC0472'THE STATION SIGNBOARD AT VIVIAN, 213 FEET NORTHEAST OF THE SWITCH
 HC0472'TO A SIDING, 44 FEET EAST OF THE SOUTH END OF TRESTLE 96.9, 43 FEET
 HC0472'EAST OF THE CENTERLINE OF THE MAIN TRACK, 5 FEET WEST OF A
 HC0472'POWERLINE POLE, AND 7 FEET LOWER THAN THE TOP OF THE RAIL.  A
 HC0472'STANDARD DISK, STAMPED G 49 1934 AND SET IN THE TOP OF A CONCRETE
 HC0472'POST.
 HC0472
 HC0472                          STATION RECOVERY (1975)
 HC0472
 HC0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0472'MARK NOT FOUND.
 HC0472
 HC0472                          STATION RECOVERY (1975)
 HC0472
 HC0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0651 ***********************************************************************
 HD0651  DESIGNATION -  G 5
 HD0651  PID         -  HD0651
 HD0651  STATE/COUNTY-  MO/GREENE
 HD0651  USGS QUAD   -  BROOKLINE (1975)
 HD0651
 HD0651                         *CURRENT SURVEY CONTROL
 HD0651  ___________________________________________________________________
 HD0651* NAD 83(1986)-  37 09 49.     (N)    093 25 07.     (W)     SCALED    
 HD0651* NAVD 88     -       392.181  (meters)    1286.68   (feet)  ADJUSTED  
 HD0651  ___________________________________________________________________
 HD0651  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HD0651  DYNAMIC HT  -         391.862 (meters)    1285.63  (feet)  COMP
 HD0651  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 HD0651
 HD0651  VERT ORDER  -  FIRST     CLASS II
 HD0651
 HD0651.The horizontal coordinates were scaled from a topographic map and have
 HD0651.an estimated accuracy of +/- 6 seconds.
 HD0651
 HD0651.The orthometric height was determined by differential leveling
 HD0651.and adjusted by the National Geodetic Survey in June 1991..
 HD0651
 HD0651.The geoid height was determined by GEOID03.
 HD0651
 HD0651.The dynamic height is computed by dividing the NAVD 88
 HD0651.geopotential number by the normal gravity value computed on the
 HD0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0651.degrees latitude (g = 980.6199 gals.).
 HD0651
 HD0651.The modeled gravity was interpolated from observed gravity values.
 HD0651
 HD0651;                    North         East    Units  Estimated Accuracy
 HD0651;SPC MO C     -   148,000.      418,410.      MT  (+/- 180 meters Scaled)
 HD0651
 HD0651                          SUPERSEDED SURVEY CONTROL
 HD0651
 HD0651  NGVD 29 (??/??/92)  392.047  (m)         1286.24   (f) ADJ UNCH    1 2
 HD0651
 HD0651.Superseded values are not recommended for survey control.
 HD0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0651.See file dsdata.txt to determine how the superseded data were derived.
 HD0651
 HD0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB628131(NAD 83)
 HD0651_MARKER: DB = BENCH MARK DISK
 HD0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0651_STAMPING: 1286.241 G 5 1928
 HD0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0651+STABILITY: SURFACE MOTION
 HD0651
 HD0651  HISTORY     - Date     Condition        Report By
 HD0651  HISTORY     - 1928     MONUMENTED       CGS
 HD0651  HISTORY     - 1934     GOOD             NGS
 HD0651  HISTORY     - 19891011 MARK NOT FOUND   NGS
 HD0651
 HD0651                          STATION DESCRIPTION
 HD0651
 HD0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0651'AT BROOKLINE.
 HD0651'AT BROOKLINE, GREENE COUNTY, ON THE RIGHT-OF-WAY OF THE ST.
 HD0651'LOUIS-SAN FRANCISCO RAILWAY, 250 FEET NORTHEAST OF THE STATION,
 HD0651'83-1/2 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 83 FEET
 HD0651'SOUTHEAST OF THE DERAIL SIGN, 13 FEET NORTH OF POLE 246-34, AND
 HD0651'IN LINE WITH THE ROW OF POLES.  A STANDARD DISK, STAMPED 1286.241
 HD0651'G 5 1928 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HD0651'GROUND.
 HD0651
 HD0651                          STATION RECOVERY (1989)
 HD0651
 HD0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0920 ***********************************************************************
 HD0920  DESIGNATION -  G 5 B 1
 HD0920  PID         -  HD0920
 HD0920  STATE/COUNTY-  MO/ST CLAIR
 HD0920  USGS QUAD   -  VISTA (1991)
 HD0920
 HD0920                         *CURRENT SURVEY CONTROL
 HD0920  ___________________________________________________________________
 HD0920* NAD 83(1986)-  37 59 36.     (N)    093 41 26.     (W)     SCALED    
 HD0920* NAVD 88     -       277.752  (meters)     911.26   (feet)  ADJUSTED  
 HD0920  ___________________________________________________________________
 HD0920  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HD0920  DYNAMIC HT  -         277.545 (meters)     910.58  (feet)  COMP
 HD0920  MODELED GRAV-     979,878.9   (mgal)                       NAVD 88
 HD0920
 HD0920  VERT ORDER  -  SECOND    CLASS 0
 HD0920
 HD0920.The horizontal coordinates were scaled from a topographic map and have
 HD0920.an estimated accuracy of +/- 6 seconds.
 HD0920
 HD0920.The orthometric height was determined by differential leveling
 HD0920.and adjusted by the National Geodetic Survey in June 1991..
 HD0920
 HD0920.The geoid height was determined by GEOID03.
 HD0920
 HD0920.The dynamic height is computed by dividing the NAVD 88
 HD0920.geopotential number by the normal gravity value computed on the
 HD0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0920.degrees latitude (g = 980.6199 gals.).
 HD0920
 HD0920.The modeled gravity was interpolated from observed gravity values.
 HD0920
 HD0920;                    North         East    Units  Estimated Accuracy
 HD0920;SPC MO W     -   203,020.      921,100.      MT  (+/- 180 meters Scaled)
 HD0920
 HD0920                          SUPERSEDED SURVEY CONTROL
 HD0920
 HD0920  NGVD 29 (??/??/92)  277.64   (m)          910.9    (f) COMPUTED    2 0
 HD0920
 HD0920.Superseded values are not recommended for survey control.
 HD0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0920.See file dsdata.txt to determine how the superseded data were derived.
 HD0920
 HD0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC393053(NAD 83)
 HD0920_MARKER: Z = SEE DESCRIPTION
 HD0920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0920_SP_SET: CONCRETE CYLINDER
 HD0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0920
 HD0920  HISTORY     - Date     Condition        Report By
 HD0920  HISTORY     - UNK      MONUMENTED       DOD
 HD0920  HISTORY     - 1963     GOOD             NGS
 HD0920
 HD0920                          STATION DESCRIPTION
 HD0920
 HD0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0920'1.6 MI NW FROM VISTA.
 HD0920'ABOUT 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 HD0920'OFFICE AT VISTA TO VISTA 1948 AZIMUTH MARK ON THE NORTHEAST
 HD0920'SIDE OF THE HIGHWAY, THENCE 0.15 MILE SOUTHWEST ACROSS COUNTRY,
 HD0920'0.1 MILE SOUTH OF A LARGE TWO STORY FARMHOUSE, 264 FEET WEST OF
 HD0920'THE SOUTH CORNER OF A SMALL PRIVATE CEMETERY, THE CENTER OF A
 HD0920'TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 HD0920'PROJECTING 4 FEET.  NOTE-- THE ROD WAS HELD ON THE TOP SURFACE
 HD0920'OF THE TRIBACH OVER THE CENTER HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0921 ***********************************************************************
 HD0921  DESIGNATION -  G 5 B 2
 HD0921  PID         -  HD0921
 HD0921  STATE/COUNTY-  MO/ST CLAIR
 HD0921  USGS QUAD   -  VISTA (1991)
 HD0921
 HD0921                         *CURRENT SURVEY CONTROL
 HD0921  ___________________________________________________________________
 HD0921* NAD 83(1986)-  37 59 58.     (N)    093 41 20.     (W)     SCALED    
 HD0921* NAVD 88     -       278.685  (meters)     914.32   (feet)  ADJUSTED  
 HD0921  ___________________________________________________________________
 HD0921  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HD0921  DYNAMIC HT  -         278.478 (meters)     913.64  (feet)  COMP
 HD0921  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 HD0921
 HD0921  VERT ORDER  -  SECOND    CLASS 0
 HD0921
 HD0921.The horizontal coordinates were scaled from a topographic map and have
 HD0921.an estimated accuracy of +/- 6 seconds.
 HD0921
 HD0921.The orthometric height was determined by differential leveling
 HD0921.and adjusted by the National Geodetic Survey in June 1991..
 HD0921
 HD0921.The geoid height was determined by GEOID03.
 HD0921
 HD0921.The dynamic height is computed by dividing the NAVD 88
 HD0921.geopotential number by the normal gravity value computed on the
 HD0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0921.degrees latitude (g = 980.6199 gals.).
 HD0921
 HD0921.The modeled gravity was interpolated from observed gravity values.
 HD0921
 HD0921;                    North         East    Units  Estimated Accuracy
 HD0921;SPC MO W     -   203,700.      921,240.      MT  (+/- 180 meters Scaled)
 HD0921
 HD0921                          SUPERSEDED SURVEY CONTROL
 HD0921
 HD0921  NGVD 29 (??/??/92)  278.57   (m)          913.9    (f) COMPUTED    2 0
 HD0921
 HD0921.Superseded values are not recommended for survey control.
 HD0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0921.See file dsdata.txt to determine how the superseded data were derived.
 HD0921
 HD0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC395059(NAD 83)
 HD0921_MARKER: Z = SEE DESCRIPTION
 HD0921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0921_SP_SET: CONCRETE CYLINDER
 HD0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0921
 HD0921  HISTORY     - Date     Condition        Report By
 HD0921  HISTORY     - UNK      MONUMENTED       DOD
 HD0921  HISTORY     - 1963     GOOD             NGS
 HD0921
 HD0921                          STATION DESCRIPTION
 HD0921
 HD0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0921'2 MI NW FROM VISTA.
 HD0921'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 HD0921'OFFICE AT VISTA, TO A WIRE GATE ON THE NORTHEAST SIDE OF THE
 HD0921'HIGHWAY, THENCE 0.2 MILE NORTHEAST ACROSS COUNTRY TO THE CREST
 HD0921'OF A HILL, THE CENTER OF A TRIBACH MOUNTED ON THE TOP OF AN
 HD0921'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  NOTE-- THE ROD WAS
 HD0921'HELD ON THE TOP SURFACE OF THE TRIBACH OVER THE CENTER HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0826 ***********************************************************************
 HD0826  DESIGNATION -  G 5 Z
 HD0826  PID         -  HD0826
 HD0826  STATE/COUNTY-  MO/ST CLAIR
 HD0826  USGS QUAD   -  VISTA (1991)
 HD0826
 HD0826                         *CURRENT SURVEY CONTROL
 HD0826  ___________________________________________________________________
 HD0826* NAD 83(1986)-  37 58 58.     (N)    093 40 16.     (W)     SCALED    
 HD0826* NAVD 88     -       286.588  (meters)     940.25   (feet)  ADJUSTED  
 HD0826  ___________________________________________________________________
 HD0826  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 HD0826  DYNAMIC HT  -         286.375 (meters)     939.55  (feet)  COMP
 HD0826  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 HD0826
 HD0826  VERT ORDER  -  SECOND    CLASS 0
 HD0826
 HD0826.The horizontal coordinates were scaled from a topographic map and have
 HD0826.an estimated accuracy of +/- 6 seconds.
 HD0826
 HD0826.The orthometric height was determined by differential leveling
 HD0826.and adjusted by the National Geodetic Survey in June 1991..
 HD0826
 HD0826.The geoid height was determined by GEOID03.
 HD0826
 HD0826.The dynamic height is computed by dividing the NAVD 88
 HD0826.geopotential number by the normal gravity value computed on the
 HD0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0826.degrees latitude (g = 980.6199 gals.).
 HD0826
 HD0826.The modeled gravity was interpolated from observed gravity values.
 HD0826
 HD0826;                    North         East    Units  Estimated Accuracy
 HD0826;SPC MO W     -   201,860.      922,820.      MT  (+/- 180 meters Scaled)
 HD0826
 HD0826                          SUPERSEDED SURVEY CONTROL
 HD0826
 HD0826  NGVD 29 (??/??/92)  286.48   (m)          939.9    (f) COMPUTED    2 0
 HD0826
 HD0826.Superseded values are not recommended for survey control.
 HD0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0826.See file dsdata.txt to determine how the superseded data were derived.
 HD0826
 HD0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC410041(NAD 83)
 HD0826_MARKER: DS = TRIANGULATION STATION DISK
 HD0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0826_STAMPING: G 5 Z 1962
 HD0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0826+STABILITY: SURFACE MOTION
 HD0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0826+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1994
 HD0826
 HD0826  HISTORY     - Date     Condition        Report By
 HD0826  HISTORY     - 1962     MONUMENTED       CGS
 HD0826  HISTORY     - 1963     GOOD             NGS
 HD0826  HISTORY     - 19940914 GOOD             MODNR
 HD0826
 HD0826                          STATION DESCRIPTION
 HD0826
 HD0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0826'1 MI SW FROM VISTA.
 HD0826'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE POST
 HD0826'OFFICE AT VISTA, THENCE 0.35 MILE SOUTH ALONG A GRADED DIRT ROAD,
 HD0826'THENCE 0.45 MILE WEST ALONG A PRIVATE TRACK ROAD, 0.1 MILE EAST
 HD0826'OF AN OLD VACANT HOUSE ON THE CREST OF A HILL, 0.2 MILE
 HD0826'NORTH-NORTHEAST OF A LONE CEDAR TREE, 21 FEET SOUTH OF THE CENTER
 HD0826'LINE OF THE ROAD, 28.3 FEET EAST OF G 5 Z R.M. 2, 29.8 FEET WEST
 HD0826'OF G 5 Z R.M. 1, IN SECTION 10, T 35 N, R 25 W, 3.5 FEET NORTHWEST
 HD0826'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 HD0826'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HD0826
 HD0826                          STATION RECOVERY (1994)
 HD0826
 HD0826'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0825 ***********************************************************************
 HD0825  DESIGNATION -  G 5 Z RM 1
 HD0825  PID         -  HD0825
 HD0825  STATE/COUNTY-  MO/ST CLAIR
 HD0825  USGS QUAD   -  VISTA (1991)
 HD0825
 HD0825                         *CURRENT SURVEY CONTROL
 HD0825  ___________________________________________________________________
 HD0825* NAD 83(1986)-  37 58 58.     (N)    093 40 18.     (W)     SCALED    
 HD0825* NAVD 88     -       286.374  (meters)     939.55   (feet)  ADJUSTED  
 HD0825  ___________________________________________________________________
 HD0825  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 HD0825  DYNAMIC HT  -         286.161 (meters)     938.85  (feet)  COMP
 HD0825  MODELED GRAV-     979,879.2   (mgal)                       NAVD 88
 HD0825
 HD0825  VERT ORDER  -  SECOND    CLASS 0
 HD0825
 HD0825.The horizontal coordinates were scaled from a topographic map and have
 HD0825.an estimated accuracy of +/- 6 seconds.
 HD0825
 HD0825.The orthometric height was determined by differential leveling
 HD0825.and adjusted by the National Geodetic Survey in June 1991..
 HD0825
 HD0825.The geoid height was determined by GEOID03.
 HD0825
 HD0825.The dynamic height is computed by dividing the NAVD 88
 HD0825.geopotential number by the normal gravity value computed on the
 HD0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0825.degrees latitude (g = 980.6199 gals.).
 HD0825
 HD0825.The modeled gravity was interpolated from observed gravity values.
 HD0825
 HD0825;                    North         East    Units  Estimated Accuracy
 HD0825;SPC MO W     -   201,860.      922,770.      MT  (+/- 180 meters Scaled)
 HD0825
 HD0825                          SUPERSEDED SURVEY CONTROL
 HD0825
 HD0825  NGVD 29 (??/??/92)  286.26   (m)          939.2    (f) COMPUTED    2 0
 HD0825
 HD0825.Superseded values are not recommended for survey control.
 HD0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0825.See file dsdata.txt to determine how the superseded data were derived.
 HD0825
 HD0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC410041(NAD 83)
 HD0825_MARKER: DR = REFERENCE MARK DISK
 HD0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0825_STAMPING: G 5 Z NO 1 1962
 HD0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0825+STABILITY: SURFACE MOTION
 HD0825
 HD0825  HISTORY     - Date     Condition        Report By
 HD0825  HISTORY     - 1962     MONUMENTED       CGS
 HD0825  HISTORY     - 1963     GOOD             NGS
 HD0825
 HD0825                          STATION DESCRIPTION
 HD0825
 HD0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0825'1 MI SW FROM VISTA.
 HD0825'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE POST
 HD0825'OFFICE AT VISTA, THENCE 0.35 MILE SOUTH ALONG A GRADED DIRT ROAD,
 HD0825'THENCE 0.45 MILE WEST ALONG A PRIVATE TRACK ROAD, 0.1 MILE EAST
 HD0825'OF AN OLD VACANT HOUSE ON THE CREST OF A HILL, 0.2 MILE
 HD0825'NORTH-NORTHEAST OF A LONE CEDAR TREE, 29.8 FEET EAST OF G 5 Z
 HD0825'1962, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND SET IN
 HD0825'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0827 ***********************************************************************
 HD0827  DESIGNATION -  G 5 Z RM 2
 HD0827  PID         -  HD0827
 HD0827  STATE/COUNTY-  MO/ST CLAIR
 HD0827  USGS QUAD   -  VISTA (1991)
 HD0827
 HD0827                         *CURRENT SURVEY CONTROL
 HD0827  ___________________________________________________________________
 HD0827* NAD 83(1986)-  37 59 01.     (N)    093 40 17.     (W)     SCALED    
 HD0827* NAVD 88     -       286.807  (meters)     940.97   (feet)  ADJUSTED  
 HD0827  ___________________________________________________________________
 HD0827  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 HD0827  DYNAMIC HT  -         286.594 (meters)     940.27  (feet)  COMP
 HD0827  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 HD0827
 HD0827  VERT ORDER  -  SECOND    CLASS 0
 HD0827
 HD0827.The horizontal coordinates were scaled from a topographic map and have
 HD0827.an estimated accuracy of +/- 6 seconds.
 HD0827
 HD0827.The orthometric height was determined by differential leveling
 HD0827.and adjusted by the National Geodetic Survey in June 1991..
 HD0827
 HD0827.The geoid height was determined by GEOID03.
 HD0827
 HD0827.The dynamic height is computed by dividing the NAVD 88
 HD0827.geopotential number by the normal gravity value computed on the
 HD0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0827.degrees latitude (g = 980.6199 gals.).
 HD0827
 HD0827.The modeled gravity was interpolated from observed gravity values.
 HD0827
 HD0827;                    North         East    Units  Estimated Accuracy
 HD0827;SPC MO W     -   201,960.      922,790.      MT  (+/- 180 meters Scaled)
 HD0827
 HD0827                          SUPERSEDED SURVEY CONTROL
 HD0827
 HD0827  NGVD 29 (??/??/92)  286.69   (m)          940.6    (f) COMPUTED    2 0
 HD0827
 HD0827.Superseded values are not recommended for survey control.
 HD0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0827.See file dsdata.txt to determine how the superseded data were derived.
 HD0827
 HD0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC410042(NAD 83)
 HD0827_MARKER: DR = REFERENCE MARK DISK
 HD0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0827_STAMPING: G 5 Z NO 2 1962
 HD0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0827+STABILITY: SURFACE MOTION
 HD0827
 HD0827  HISTORY     - Date     Condition        Report By
 HD0827  HISTORY     - 1962     MONUMENTED       CGS
 HD0827  HISTORY     - 1963     GOOD             NGS
 HD0827
 HD0827                          STATION DESCRIPTION
 HD0827
 HD0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0827'1 MI SW FROM VISTA.
 HD0827'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE POST
 HD0827'OFFICE AT VISTA, THENCE 0.35 MILE SOUTH ALONG A GRADED DIRT ROAD,
 HD0827'THENCE 0.45 MILE WEST ALONG A PRIVATE TRACK ROAD, 0.1 MILE EAST OF
 HD0827'AN OLD VACANT HOUSE ON THE CREST OF A HILL, 0.2 MILE NORTH-NORTHEAST
 HD0827'OF A LONE CEDAR TREE, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HD0827'28.3 FEET WEST OF G 5 Z 1962, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HD0827'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0695 ***********************************************************************
 HC0695  DESIGNATION -  G 50
 HC0695  PID         -  HC0695
 HC0695  STATE/COUNTY-  MO/DENT
 HC0695  USGS QUAD   -  DARIEN (1981)
 HC0695
 HC0695                         *CURRENT SURVEY CONTROL
 HC0695  ___________________________________________________________________
 HC0695* NAD 83(1986)-  37 34 05.     (N)    091 31 28.     (W)     SCALED    
 HC0695* NAVD 88     -       395.361  (meters)    1297.11   (feet)  POSTED    
 HC0695  ___________________________________________________________________
 HC0695  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0695  DYNAMIC HT  -         395.050 (meters)    1296.09  (feet)  COMP
 HC0695  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 HC0695
 HC0695  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0695
 HC0695.The horizontal coordinates were scaled from a topographic map and have
 HC0695.an estimated accuracy of +/- 6 seconds.
 HC0695
 HC0695.The orthometric height was determined by differential leveling
 HC0695.and adjusted by the National Geodetic Survey in 1992..
 HC0695.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0695.rate of 0.0 thru 1.0 mm/km.
 HC0695
 HC0695.The geoid height was determined by GEOID03.
 HC0695
 HC0695.The dynamic height is computed by dividing the NAVD 88
 HC0695.geopotential number by the normal gravity value computed on the
 HC0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0695.degrees latitude (g = 980.6199 gals.).
 HC0695
 HC0695.The modeled gravity was interpolated from observed gravity values.
 HC0695
 HC0695;                    North         East    Units  Estimated Accuracy
 HC0695;SPC MO E     -   192,990.      159,500.      MT  (+/- 180 meters Scaled)
 HC0695
 HC0695                          SUPERSEDED SURVEY CONTROL
 HC0695
 HC0695  NGVD 29 (??/??/92)  395.271  (m)         1296.82   (f) ADJ UNCH    2 0
 HC0695
 HC0695.Superseded values are not recommended for survey control.
 HC0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0695.See file dsdata.txt to determine how the superseded data were derived.
 HC0695
 HC0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB303589(NAD 83)
 HC0695_MARKER: DB = BENCH MARK DISK
 HC0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0695_SP_SET: CULVERT
 HC0695_STAMPING: G 50 1934
 HC0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0695
 HC0695  HISTORY     - Date     Condition        Report By
 HC0695  HISTORY     - 1934     MONUMENTED       CGS
 HC0695
 HC0695                          STATION DESCRIPTION
 HC0695
 HC0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0695'5.4 MI S FROM SALEM.
 HC0695'5.4 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0695'AT SALEM, DENT COUNTY, 200 FEET NORTH OF THE INTERSECTION OF
 HC0695'COUNTY ROAD K, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 HC0695'WEST HEADWALL.  A STANDARD DISK, STAMPED G 50 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0457 ***********************************************************************
 HC0457  DESIGNATION -  G 52
 HC0457  PID         -  HC0457
 HC0457  STATE/COUNTY-  MO/DENT
 HC0457  USGS QUAD   -  HOWES MILL SPRING (1981)
 HC0457
 HC0457                         *CURRENT SURVEY CONTROL
 HC0457  ___________________________________________________________________
 HC0457* NAD 83(1986)-  37 38 03.     (N)    091 15 31.     (W)     SCALED    
 HC0457* NAVD 88     -       329.142  (meters)    1079.86   (feet)  ADJUSTED  
 HC0457  ___________________________________________________________________
 HC0457  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 HC0457  DYNAMIC HT  -         328.888 (meters)    1079.03  (feet)  COMP
 HC0457  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 HC0457
 HC0457  VERT ORDER  -  SECOND    CLASS 0
 HC0457
 HC0457.The horizontal coordinates were scaled from a topographic map and have
 HC0457.an estimated accuracy of +/- 6 seconds.
 HC0457
 HC0457.The orthometric height was determined by differential leveling
 HC0457.and adjusted by the National Geodetic Survey in June 1991..
 HC0457
 HC0457.The geoid height was determined by GEOID03.
 HC0457
 HC0457.The dynamic height is computed by dividing the NAVD 88
 HC0457.geopotential number by the normal gravity value computed on the
 HC0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0457.degrees latitude (g = 980.6199 gals.).
 HC0457
 HC0457.The modeled gravity was interpolated from observed gravity values.
 HC0457
 HC0457;                    North         East    Units  Estimated Accuracy
 HC0457;SPC MO E     -   200,100.      183,040.      MT  (+/- 180 meters Scaled)
 HC0457
 HC0457                          SUPERSEDED SURVEY CONTROL
 HC0457
 HC0457  NGVD 29 (??/??/92)  329.088  (m)         1079.68   (f) ADJ UNCH    2 0
 HC0457
 HC0457.Superseded values are not recommended for survey control.
 HC0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0457.See file dsdata.txt to determine how the superseded data were derived.
 HC0457
 HC0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB536666(NAD 83)
 HC0457_MARKER: DB = BENCH MARK DISK
 HC0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0457_SP_SET: BRIDGE
 HC0457_STAMPING: G 52 1934
 HC0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0457
 HC0457  HISTORY     - Date     Condition        Report By
 HC0457  HISTORY     - 1934     MONUMENTED       CGS
 HC0457
 HC0457                          STATION DESCRIPTION
 HC0457
 HC0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0457'9.2 MI W FROM BIXBY.
 HC0457'IN DENT COUNTY, 9.2 MILES WEST ALONG STATE HIGHWAY 32 FROM THE
 HC0457'GENERAL STORE AT BIXBY, IRON COUNTY, 96 FEET SOUTHWEST OF THE
 HC0457'SOUTHWEST CORNER OF THE POST OFFICE AT HOWES MILL, AT BRIDGE NO.
 HC0457'J 570 OVER HUZZAH CREEK, IN THE TOP OF THE EAST ABUTMENT, AND 13
 HC0457'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 HC0457'STAMPED G 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0050 ***********************************************************************
 GE0050  DESIGNATION -  G 53
 GE0050  PID         -  GE0050
 GE0050  STATE/COUNTY-  MO/WAYNE
 GE0050  USGS QUAD   -  WAPPAPELLO (1966)
 GE0050
 GE0050                         *CURRENT SURVEY CONTROL
 GE0050  ___________________________________________________________________
 GE0050* NAD 83(1986)-  36 59 06.     (N)    090 20 47.     (W)     SCALED    
 GE0050* NAVD 88     -       110.196  (meters)     361.53   (feet)  ADJUSTED  
 GE0050  ___________________________________________________________________
 GE0050  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GE0050  DYNAMIC HT  -         110.110 (meters)     361.25  (feet)  COMP
 GE0050  MODELED GRAV-     979,848.9   (mgal)                       NAVD 88
 GE0050
 GE0050  VERT ORDER  -  SECOND    CLASS 0
 GE0050
 GE0050.The horizontal coordinates were scaled from a topographic map and have
 GE0050.an estimated accuracy of +/- 6 seconds.
 GE0050
 GE0050.The orthometric height was determined by differential leveling
 GE0050.and adjusted by the National Geodetic Survey in June 1991..
 GE0050
 GE0050.The geoid height was determined by GEOID03.
 GE0050
 GE0050.The dynamic height is computed by dividing the NAVD 88
 GE0050.geopotential number by the normal gravity value computed on the
 GE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0050.degrees latitude (g = 980.6199 gals.).
 GE0050
 GE0050.The modeled gravity was interpolated from observed gravity values.
 GE0050
 GE0050;                    North         East    Units  Estimated Accuracy
 GE0050;SPC MO E     -   127,800.      263,680.      MT  (+/- 180 meters Scaled)
 GE0050
 GE0050                          SUPERSEDED SURVEY CONTROL
 GE0050
 GE0050  NGVD 29 (??/??/92)  110.217  (m)          361.60   (f) ADJ UNCH    2 0
 GE0050
 GE0050.Superseded values are not recommended for survey control.
 GE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0050.See file dsdata.txt to determine how the superseded data were derived.
 GE0050
 GE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA361965(NAD 83)
 GE0050_MARKER: DB = BENCH MARK DISK
 GE0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0050_STAMPING: G 53 1934
 GE0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0050+STABILITY: SURFACE MOTION
 GE0050
 GE0050  HISTORY     - Date     Condition        Report By
 GE0050  HISTORY     - 1934     MONUMENTED       CGS
 GE0050  HISTORY     - 1965     POOR             USGS
 GE0050
 GE0050                          STATION DESCRIPTION
 GE0050
 GE0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0050'AT CHAONIA.
 GE0050'AT CHAONIA, WAYNE COUNTY, 534 FEET EAST OF THE ST. LOUIS-SAN
 GE0050'FRANCISCO RAILWAY STATION, 66 FEET SOUTH OF THE TENTH POLE WEST
 GE0050'OF MILEPOST B 188, 42 FEET SOUTH OF THE CENTERLINE OF THE
 GE0050'TRACK, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 GE0050'DISK, STAMPED G 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GE0050'NOTE-- THE ST. LOUIS-SAN FRANCISCO RAILWAY HAS BEEN ABANDONED
 GE0050'AS OF FEBRUARY 1945.
 GE0050
 GE0050                          STATION RECOVERY (1965)
 GE0050
 GE0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GE0050'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0009 ***********************************************************************
 HC0009  DESIGNATION -  G 54
 HC0009  PID         -  HC0009
 HC0009  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0009  USGS QUAD   -  WEINGARTEN (1980)
 HC0009
 HC0009                         *CURRENT SURVEY CONTROL
 HC0009  ___________________________________________________________________
 HC0009* NAD 83(1986)-  37 54 18.     (N)    090 12 42.     (W)     SCALED    
 HC0009* NAVD 88     -       244.802  (meters)     803.15   (feet)  ADJUSTED  
 HC0009  ___________________________________________________________________
 HC0009  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HC0009  DYNAMIC HT  -         244.627 (meters)     802.58  (feet)  COMP
 HC0009  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HC0009
 HC0009  VERT ORDER  -  SECOND    CLASS 0
 HC0009
 HC0009.The horizontal coordinates were scaled from a topographic map and have
 HC0009.an estimated accuracy of +/- 6 seconds.
 HC0009
 HC0009.The orthometric height was determined by differential leveling
 HC0009.and adjusted by the National Geodetic Survey in June 1991..
 HC0009
 HC0009.The geoid height was determined by GEOID03.
 HC0009
 HC0009.The dynamic height is computed by dividing the NAVD 88
 HC0009.geopotential number by the normal gravity value computed on the
 HC0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0009.degrees latitude (g = 980.6199 gals.).
 HC0009
 HC0009.The modeled gravity was interpolated from observed gravity values.
 HC0009
 HC0009;                    North         East    Units  Estimated Accuracy
 HC0009;SPC MO E     -   229,930.      275,360.      MT  (+/- 180 meters Scaled)
 HC0009
 HC0009                          SUPERSEDED SURVEY CONTROL
 HC0009
 HC0009  NGVD 29 (??/??/92)  244.865  (m)          803.36   (f) ADJ UNCH    2 0
 HC0009
 HC0009.Superseded values are not recommended for survey control.
 HC0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0009.See file dsdata.txt to determine how the superseded data were derived.
 HC0009
 HC0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB451989(NAD 83)
 HC0009_MARKER: DB = BENCH MARK DISK
 HC0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0009_STAMPING: G 54 1934
 HC0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0009+STABILITY: SURFACE MOTION
 HC0009
 HC0009  HISTORY     - Date     Condition        Report By
 HC0009  HISTORY     - 1934     MONUMENTED       CGS
 HC0009
 HC0009                          STATION DESCRIPTION
 HC0009
 HC0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0009'1 MI E FROM WEINGARTEN.
 HC0009'1.0 MILE EAST ALONG THE MISSOURI-ILLINOIS RAILROAD, FROM THE
 HC0009'STATION A WEINGARTEN, 462 FEET WEST OF THE TENTH POLE WEST OF
 HC0009'MILEPOST 96, 135 FEET NORTH OF STATE HIGHWAY 32, 84 FEET NORTHWEST
 HC0009'OF A ROAD CROSSING, AND 54 FEET NORTH OF THE NORTH RAIL.  A
 HC0009'STANDARD DISK, STAMPED G 54 1934 AND SET IN THE TOP OF A CONCRETE
 HC0009'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0329 ***********************************************************************
 HC0329  DESIGNATION -  G 55
 HC0329  PID         -  HC0329
 HC0329  STATE/COUNTY-  MO/ST FRANCOIS
 HC0329  USGS QUAD   -  IRONDALE (1982)
 HC0329
 HC0329                         *CURRENT SURVEY CONTROL
 HC0329  ___________________________________________________________________
 HC0329* NAD 83(1986)-  37 46 05.     (N)    090 37 30.     (W)     SCALED    
 HC0329* NAVD 88     -       312.997  (meters)    1026.89   (feet)  ADJUSTED  
 HC0329  ___________________________________________________________________
 HC0329  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 HC0329  DYNAMIC HT  -         312.770 (meters)    1026.15  (feet)  COMP
 HC0329  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 HC0329
 HC0329  VERT ORDER  -  SECOND    CLASS 0
 HC0329
 HC0329.The horizontal coordinates were scaled from a topographic map and have
 HC0329.an estimated accuracy of +/- 6 seconds.
 HC0329
 HC0329.The orthometric height was determined by differential leveling
 HC0329.and adjusted by the National Geodetic Survey in June 1991..
 HC0329
 HC0329.The geoid height was determined by GEOID03.
 HC0329
 HC0329.The dynamic height is computed by dividing the NAVD 88
 HC0329.geopotential number by the normal gravity value computed on the
 HC0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0329.degrees latitude (g = 980.6199 gals.).
 HC0329
 HC0329.The modeled gravity was interpolated from observed gravity values.
 HC0329
 HC0329;                    North         East    Units  Estimated Accuracy
 HC0329;SPC MO E     -   214,700.      238,990.      MT  (+/- 180 meters Scaled)
 HC0329
 HC0329                          SUPERSEDED SURVEY CONTROL
 HC0329
 HC0329  NGVD 29 (??/??/92)  313.016  (m)         1026.95   (f) ADJ UNCH    2 0
 HC0329
 HC0329.Superseded values are not recommended for survey control.
 HC0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0329.See file dsdata.txt to determine how the superseded data were derived.
 HC0329
 HC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB091827(NAD 83)
 HC0329_MARKER: DB = BENCH MARK DISK
 HC0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0329_STAMPING: G 55 1934
 HC0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0329+STABILITY: SURFACE MOTION
 HC0329
 HC0329  HISTORY     - Date     Condition        Report By
 HC0329  HISTORY     - 1934     MONUMENTED       CGS
 HC0329  HISTORY     - 1935     GOOD             NGS
 HC0329
 HC0329                          STATION DESCRIPTION
 HC0329
 HC0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0329'AT BISMARCK.
 HC0329'AT BISMARCK, ST. FRANCOIS COUNTY, ON THE MISSOURI-ILLINOIS
 HC0329'RAILROAD, 35 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 HC0329'STATION, IN THE SOUTHWEST CORNER OF THE PARK NORTH OF THE
 HC0329'STATION, 18 FEET EAST OF THE EAST RAIL, 2 FEET EAST OF THE
 HC0329'EDGE OF THE SIDEWALK, AND 2 FEET NORTHEAST OF A MAILBOX.  A
 HC0329'STANDARD DISK, STAMPED G 55 1934 AND SET IN THE TOP OF A
 HC0329'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0030 ***********************************************************************
 HC0030  DESIGNATION -  G 56
 HC0030  PID         -  HC0030
 HC0030  STATE/COUNTY-  MO/ST FRANCOIS
 HC0030  USGS QUAD   -  WACHITA MOUNTAIN (1980)
 HC0030
 HC0030                         *CURRENT SURVEY CONTROL
 HC0030  ___________________________________________________________________
 HC0030* NAD 83(1986)-  37 43 47.     (N)    090 24 18.     (W)     SCALED    
 HC0030* NAVD 88     -       254.229  (meters)     834.08   (feet)  ADJUSTED  
 HC0030  ___________________________________________________________________
 HC0030  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 HC0030  DYNAMIC HT  -         254.044 (meters)     833.48  (feet)  COMP
 HC0030  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 HC0030
 HC0030  VERT ORDER  -  SECOND    CLASS 0
 HC0030
 HC0030.The horizontal coordinates were scaled from a topographic map and have
 HC0030.an estimated accuracy of +/- 6 seconds.
 HC0030
 HC0030.The orthometric height was determined by differential leveling
 HC0030.and adjusted by the National Geodetic Survey in June 1991..
 HC0030
 HC0030.The geoid height was determined by GEOID03.
 HC0030
 HC0030.The dynamic height is computed by dividing the NAVD 88
 HC0030.geopotential number by the normal gravity value computed on the
 HC0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0030.degrees latitude (g = 980.6199 gals.).
 HC0030
 HC0030.The modeled gravity was interpolated from observed gravity values.
 HC0030
 HC0030;                    North         East    Units  Estimated Accuracy
 HC0030;SPC MO E     -   210,440.      258,370.      MT  (+/- 180 meters Scaled)
 HC0030
 HC0030                          SUPERSEDED SURVEY CONTROL
 HC0030
 HC0030  NGVD 29 (??/??/92)  254.290  (m)          834.28   (f) ADJ UNCH    2 0
 HC0030
 HC0030.Superseded values are not recommended for survey control.
 HC0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0030.See file dsdata.txt to determine how the superseded data were derived.
 HC0030
 HC0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB286789(NAD 83)
 HC0030_MARKER: DB = BENCH MARK DISK
 HC0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0030_SP_SET: BRIDGE
 HC0030_STAMPING: G 56 1934
 HC0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0030
 HC0030  HISTORY     - Date     Condition        Report By
 HC0030  HISTORY     - 1934     MONUMENTED       CGS
 HC0030  HISTORY     - 1976     GOOD             USGS
 HC0030  HISTORY     - 1976     GOOD             USGS
 HC0030
 HC0030                          STATION DESCRIPTION
 HC0030
 HC0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0030'3.5 MI S FROM DE LASSUS.
 HC0030'3.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0030'STATION AT DE LASSUS, ST. FRANCOIS COUNTY, 243 FEET SOUTH OF THE
 HC0030'FIFTEENTH POLE SOUTH OF MILEPOST 90, AT THE BRIDGE OVER WALL
 HC0030'CREEK, IN THE TOP OF THE SOUTHEAST END OF THE SOUTH ABUTMENT, AND
 HC0030'6 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 HC0030'STAMPED G 56 1934.
 HC0030
 HC0030                          STATION RECOVERY (1976)
 HC0030
 HC0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0030'DELASSUS, ST. FRANCOIS CO., ABOUT 3.5 MI SE OF ALONG DISMANTLED RR
 HC0030'GRADE. ABOUT 0.2 MI W OF COR SECS 17,18,19 AND 20, T-35 N, R-6 E. ON
 HC0030'NE COR OF SE ABUTMENT OF OLD RR BRIDGE OVER WOLF CREEK. (BRIDGE HAS
 HC0030'BEEN DISMANTLED, ONLY ABUTMENTS REMAIN) A STANDARD DISK STAMPED G 56
 HC0030'1934.
 HC0030
 HC0030                          STATION RECOVERY (1976)
 HC0030
 HC0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0030'DELASSUS, ST. FRANCOIS CO., ABOUT 3.5 MI SE OF ALONG DISMANTLED RR
 HC0030'GRADE. ABOUT 0.2 MI W OF COR SECS 17,18,19 AND 20, T-35 N, R-6 E. ON
 HC0030'NE COR OF SE ABUTMENT OF OLD RR BRIDGE OVER WOLF CREEK. (BRIDGE HAS
 HC0030'BEEN DISMANTLED, ONLY ABUTMENTS REMAIN) A STANDARD DISK STAMPED G 56
 HC0030'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0572 ***********************************************************************
 HC0572  DESIGNATION -  G 57
 HC0572  PID         -  HC0572
 HC0572  STATE/COUNTY-  MO/TEXAS
 HC0572  USGS QUAD   -  LICKING (1981)
 HC0572
 HC0572                         *CURRENT SURVEY CONTROL
 HC0572  ___________________________________________________________________
 HC0572* NAD 83(1986)-  37 29 52.     (N)    091 51 24.     (W)     SCALED    
 HC0572* NAVD 88     -       389.359  (meters)    1277.42   (feet)  ADJUSTED  
 HC0572  ___________________________________________________________________
 HC0572  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HC0572  DYNAMIC HT  -         389.049 (meters)    1276.40  (feet)  COMP
 HC0572  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 HC0572
 HC0572  VERT ORDER  -  FIRST     CLASS II
 HC0572
 HC0572.The horizontal coordinates were scaled from a topographic map and have
 HC0572.an estimated accuracy of +/- 6 seconds.
 HC0572
 HC0572.The orthometric height was determined by differential leveling
 HC0572.and adjusted by the National Geodetic Survey in June 1991..
 HC0572
 HC0572.The geoid height was determined by GEOID03.
 HC0572
 HC0572.The dynamic height is computed by dividing the NAVD 88
 HC0572.geopotential number by the normal gravity value computed on the
 HC0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0572.degrees latitude (g = 980.6199 gals.).
 HC0572
 HC0572.The modeled gravity was interpolated from observed gravity values.
 HC0572
 HC0572;                    North         East    Units  Estimated Accuracy
 HC0572;SPC MO C     -   184,890.      556,890.      MT  (+/- 180 meters Scaled)
 HC0572
 HC0572                          SUPERSEDED SURVEY CONTROL
 HC0572
 HC0572  NGVD 29 (??/??/92)  389.248  (m)         1277.06   (f) ADJ UNCH    1 2
 HC0572
 HC0572.Superseded values are not recommended for survey control.
 HC0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0572.See file dsdata.txt to determine how the superseded data were derived.
 HC0572
 HC0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB010507(NAD 83)
 HC0572_MARKER: DB = BENCH MARK DISK
 HC0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0572_SP_SET: FLAGPOLE BASE
 HC0572_STAMPING: G 57 1934
 HC0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0572
 HC0572  HISTORY     - Date     Condition        Report By
 HC0572  HISTORY     - 1934     MONUMENTED       CGS
 HC0572  HISTORY     - 1935     GOOD             NGS
 HC0572  HISTORY     - 1977     GOOD             NGS
 HC0572  HISTORY     - 1977     GOOD             NGS
 HC0572  HISTORY     - 19890718 MARK NOT FOUND   NGS
 HC0572
 HC0572                          STATION DESCRIPTION
 HC0572
 HC0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0572'AT LICKING.
 HC0572'AT LICKING, TEXAS COUNTY, ON MAIN STREET (U.S. HIGHWAY 63),
 HC0572'IN FRONT OF THE POST OFFICE, 47 FEET EAST OF THE CENTERLINE
 HC0572'OF THE STREET, 13 FEET NORTHWEST OF THE CENTER OF THE ENTRANCE
 HC0572'TO THE BUILDING, AND IN THE CONCRETE BASE OF THE FLAGPOLE.
 HC0572'A STANDARD DISK, STAMPED G 57 1934.
 HC0572
 HC0572                          STATION RECOVERY (1977)
 HC0572
 HC0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0572'RECOVERED IN GOOD CONDITION.
 HC0572
 HC0572                          STATION RECOVERY (1977)
 HC0572
 HC0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0572'RECOVERED IN GOOD CONDITION.
 HC0572
 HC0572                          STATION RECOVERY (1989)
 HC0572
 HC0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0124 ***********************************************************************
 HC0124  DESIGNATION -  G 58
 HC0124  PID         -  HC0124
 HC0124  STATE/COUNTY-  MO/WAYNE
 HC0124  USGS QUAD   -  GREENVILLE (1985)
 HC0124
 HC0124                         *CURRENT SURVEY CONTROL
 HC0124  ___________________________________________________________________
 HC0124* NAD 83(1986)-  37 11 20.     (N)    090 28 03.     (W)     SCALED    
 HC0124* NAVD 88     -       137.561  (meters)     451.31   (feet)  ADJUSTED  
 HC0124  ___________________________________________________________________
 HC0124  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HC0124  DYNAMIC HT  -         137.455 (meters)     450.97  (feet)  COMP
 HC0124  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 HC0124
 HC0124  VERT ORDER  -  SECOND    CLASS 0
 HC0124
 HC0124.The horizontal coordinates were scaled from a topographic map and have
 HC0124.an estimated accuracy of +/- 6 seconds.
 HC0124
 HC0124.The orthometric height was determined by differential leveling
 HC0124.and adjusted by the National Geodetic Survey in June 1991..
 HC0124
 HC0124.The geoid height was determined by GEOID03.
 HC0124
 HC0124.The dynamic height is computed by dividing the NAVD 88
 HC0124.geopotential number by the normal gravity value computed on the
 HC0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0124.degrees latitude (g = 980.6199 gals.).
 HC0124
 HC0124.The modeled gravity was interpolated from observed gravity values.
 HC0124
 HC0124;                    North         East    Units  Estimated Accuracy
 HC0124;SPC MO E     -   150,410.      252,890.      MT  (+/- 180 meters Scaled)
 HC0124
 HC0124                          SUPERSEDED SURVEY CONTROL
 HC0124
 HC0124  NGVD 29 (??/??/92)  137.616  (m)          451.50   (f) ADJ UNCH    2 0
 HC0124
 HC0124.Superseded values are not recommended for survey control.
 HC0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0124.See file dsdata.txt to determine how the superseded data were derived.
 HC0124
 HC0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB247188(NAD 83)
 HC0124_MARKER: DB = BENCH MARK DISK
 HC0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0124_STAMPING: G 58 1934
 HC0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0124+STABILITY: SURFACE MOTION
 HC0124
 HC0124  HISTORY     - Date     Condition        Report By
 HC0124  HISTORY     - 1934     MONUMENTED       CGS
 HC0124  HISTORY     - 20020906 MARK NOT FOUND   USACE
 HC0124
 HC0124                          STATION DESCRIPTION
 HC0124
 HC0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0124'2.2 MI N FROM SILVA.
 HC0124'2.2 MILES NORTH ALONG U.S. HIGHWAY 6M FROM THE POST OFFICE AT
 HC0124'SILVA, WAYNE COUNTY, 144 FEET SOUTHWEST OF THE JUNCTION OF STATE
 HC0124'HIGHWAY 34, NEAR THE MONTGOMERY CHURCH, 138 FEET SOUTH OF THE
 HC0124'SOUTH END OF A CONCRETE CULVERT UNDER STATE HIGHWAY 34, 42 FEET
 HC0124'WEST OF THE NORTHEAST CORNER OF A FENCE AROUND THE MONTGOMERY
 HC0124'HOUSE, 38 FEET NORTHEAST OF THE CONCRETE BASE OF A HAND PUMP,
 HC0124'18 FEET EAST OF A LOCUST TREE 2.5 FEET IN DIAMETER AT ITS
 HC0124'BASE, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 HC0124'G 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0124
 HC0124                          STATION RECOVERY (2002)
 HC0124
 HC0124'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0246 ***********************************************************************
 JC0246  DESIGNATION -  G 59 RESET
 JC0246  PID         -  JC0246
 JC0246  STATE/COUNTY-  MO/JEFFERSON
 JC0246  USGS QUAD   -  VALMEYER (1993)
 JC0246
 JC0246                         *CURRENT SURVEY CONTROL
 JC0246  ___________________________________________________________________
 JC0246* NAD 83(1986)-  38 20 04.     (N)    090 22 29.     (W)     SCALED    
 JC0246* NAVD 88     -       125.53   (meters)     411.8    (feet)  RESET     
 JC0246  ___________________________________________________________________
 JC0246  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JC0246
 JC0246  VERT ORDER  -  THIRD
 JC0246
 JC0246.The horizontal coordinates were scaled from a topographic map and have
 JC0246.an estimated accuracy of +/- 6 seconds.
 JC0246
 JC0246.The orthometric height was computed from unverified reset data.
 JC0246
 JC0246.The geoid height was determined by GEOID03.
 JC0246
 JC0246;                    North         East    Units  Estimated Accuracy
 JC0246;SPC MO E     -   277,560.      260,950.      MT  (+/- 180 meters Scaled)
 JC0246
 JC0246                          SUPERSEDED SURVEY CONTROL
 JC0246
 JC0246  NGVD 29 (??/??/??)  125.76   (m)          412.6    (f) RESET       3  
 JC0246
 JC0246.Superseded values are not recommended for survey control.
 JC0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0246.See file dsdata.txt to determine how the superseded data were derived.
 JC0246
 JC0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC294461(NAD 83)
 JC0246_MARKER: DB = BENCH MARK DISK
 JC0246_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC0246_SP_SET: BRIDGE ABUTMENT
 JC0246_STAMPING: G 59 RESET 1940
 JC0246_MARK LOGO: CGS   
 JC0246_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0246
 JC0246  HISTORY     - Date     Condition        Report By
 JC0246  HISTORY     - 1940     MONUMENTED       MPRR
 JC0246  HISTORY     - 1941     GOOD             NGS
 JC0246  HISTORY     - 1987     GOOD             USPSQD
 JC0246  HISTORY     - 19930202 GOOD             MODNR
 JC0246
 JC0246                          STATION DESCRIPTION
 JC0246
 JC0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JC0246'AT SULPHUR SPRINGS.
 JC0246'AT SULPHUR SPRINGS, JEFFERSON COUNTY, ON THE MISSOURI PACIFIC
 JC0246'RAILROAD, 833 FEET SOUTH OF THE STATION, 5 FEET NORTH OF THE
 JC0246'TENTH POLE SOUTH OF MILEPOST 23, AT BRIDGE NO. 17 OVER GLAZE
 JC0246'CREEK, IN THE TOP OF THE SOUTHEAST CORNER OF THE NORTH ABUTMENT,
 JC0246'7.3 FEET EAST OF THE CENTERLINE OF THE TRACK, AND ONE FOOT NORTH
 JC0246'OF THE SOUTH FACE OF THE ABUTMENT.
 JC0246
 JC0246                          STATION RECOVERY (1987)
 JC0246
 JC0246'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNS)
 JC0246'RECOVERED IN GOOD CONDITION.
 JC0246
 JC0246                          STATION RECOVERY (1993)
 JC0246
 JC0246'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 JC0246'THE MARK WAS RECOVERED IN GOOD CONDITION. IT IS ON THE SOUTHEAST
 JC0246'CORNER OF THE NORTH ABUTMENT OF THE BRIDGE OVER GLAZE CREEK, JUST
 JC0246'SOUTH OF SULPHER SPRINGS, IT IS NEAR THE SOUTHEAST CORNER OF A CHIAN
 JC0246'LINK FENCE AROUND SEVERAL LARGE TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0260 ***********************************************************************
 HD0260  DESIGNATION -  G 6
 HD0260  PID         -  HD0260
 HD0260  STATE/COUNTY-  MO/WEBSTER
 HD0260  USGS QUAD   -  FORDLAND (1982)
 HD0260
 HD0260                         *CURRENT SURVEY CONTROL
 HD0260  ___________________________________________________________________
 HD0260* NAD 83(1986)-  37 09 27.     (N)    092 56 09.     (W)     SCALED    
 HD0260* NAVD 88     -       490.915  (meters)    1610.61   (feet)  ADJUSTED  
 HD0260  ___________________________________________________________________
 HD0260  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HD0260  DYNAMIC HT  -         490.516 (meters)    1609.30  (feet)  COMP
 HD0260  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 HD0260
 HD0260  VERT ORDER  -  FIRST     CLASS II
 HD0260
 HD0260.The horizontal coordinates were scaled from a topographic map and have
 HD0260.an estimated accuracy of +/- 6 seconds.
 HD0260
 HD0260.The orthometric height was determined by differential leveling
 HD0260.and adjusted by the National Geodetic Survey in June 1991..
 HD0260.WARNING-Repeat measurements at this control monument indicate possible
 HD0260.vertical movement.
 HD0260
 HD0260.The geoid height was determined by GEOID03.
 HD0260
 HD0260.The dynamic height is computed by dividing the NAVD 88
 HD0260.geopotential number by the normal gravity value computed on the
 HD0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0260.degrees latitude (g = 980.6199 gals.).
 HD0260
 HD0260.The modeled gravity was interpolated from observed gravity values.
 HD0260
 HD0260;                    North         East    Units  Estimated Accuracy
 HD0260;SPC MO C     -   147,020.      461,290.      MT  (+/- 180 meters Scaled)
 HD0260
 HD0260                          SUPERSEDED SURVEY CONTROL
 HD0260
 HD0260  NGVD 29 (??/??/92)  490.755  (m)         1610.09   (f) ADJ UNCH    1 2
 HD0260
 HD0260.Superseded values are not recommended for survey control.
 HD0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0260.See file dsdata.txt to determine how the superseded data were derived.
 HD0260
 HD0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB056123(NAD 83)
 HD0260_MARKER: DB = BENCH MARK DISK
 HD0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0260_SP_SET: CONCRETE POST
 HD0260_STAMPING: G 6 1928 1610.085
 HD0260_MARK LOGO: CGS   
 HD0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0260+STABILITY: SURFACE MOTION
 HD0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0260+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1989
 HD0260
 HD0260  HISTORY     - Date     Condition        Report By
 HD0260  HISTORY     - 1928     MONUMENTED       CGS
 HD0260  HISTORY     - 1934     GOOD             NGS
 HD0260  HISTORY     - 1977     GOOD             NGS
 HD0260  HISTORY     - 1977     GOOD             NGS
 HD0260  HISTORY     - 19891002 GOOD             NGS
 HD0260
 HD0260                          STATION DESCRIPTION
 HD0260
 HD0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0260'0.3 MI E FROM FORDLAND.
 HD0260'0.3 MILE EAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM THE
 HD0260'STATION AT FORDLAND, WEBSTER COUNTY, 145 YARDS EAST OF A ROAD
 HD0260'CROSSING, 73-1/2 FEET EAST OF A CORRUGATED METAL BUILDING USED
 HD0260'BY THE STATE HIGHWAY MAINTENANCE DEPARTMENT, 57.2 FEET SOUTH
 HD0260'OF THE CENTERLINE OF U.S. HIGHWAY 60, AT THE CENTER OF A CURVE,
 HD0260'44-1/2 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 51-1/2
 HD0260'FEET WEST OF POLE 226-30, 6 FEET NORH OF THE MAIN ROW OF POLES,
 HD0260'AND 3-1/2 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE.  A
 HD0260'STANDARD DISK, STAMPED 1610.085 G 6 1928 AND SET IN THE TOP OF A
 HD0260'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 HD0260
 HD0260                          STATION RECOVERY (1977)
 HD0260
 HD0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0260'RECOVERED IN GOOD CONDITION.
 HD0260
 HD0260                          STATION RECOVERY (1977)
 HD0260
 HD0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0260'RECOVERED IN GOOD CONDITION.
 HD0260
 HD0260                          STATION RECOVERY (1989)
 HD0260
 HD0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0260'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.1 KM
 HD0260'(0.05 MI) EASTERLY ALONG COUNTY ROAD PP FROM ITS JUNCTION WITH COUNTY
 HD0260'ROAD FF IN FORDLAND, 17.8 M (58.4 FT) SOUTH OF THE CENTERLINE OF THE
 HD0260'ROAD, 15.3 M (50.2 FT) WEST OF TELEPHONE PEDESTAL NUMBER 2 LPI 5-5,
 HD0260'12.8 M (42.0 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 HD0260'RAILROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACKS, 0.2 M (0.7
 HD0260'FT) EAST OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT PROJECTS
 HD0260'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0951 ***********************************************************************
 HD0951  DESIGNATION -  G 6 B 1
 HD0951  PID         -  HD0951
 HD0951  STATE/COUNTY-  MO/ST CLAIR
 HD0951  USGS QUAD   -  VISTA (1991)
 HD0951
 HD0951                         *CURRENT SURVEY CONTROL
 HD0951  ___________________________________________________________________
 HD0951* NAD 83(1986)-  37 53 40.     (N)    093 38 38.     (W)     SCALED    
 HD0951* NAVD 88     -       286.475  (meters)     939.88   (feet)  ADJUSTED  
 HD0951  ___________________________________________________________________
 HD0951  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HD0951  DYNAMIC HT  -         286.260 (meters)     939.17  (feet)  COMP
 HD0951  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 HD0951
 HD0951  VERT ORDER  -  SECOND    CLASS 0
 HD0951
 HD0951.The horizontal coordinates were scaled from a topographic map and have
 HD0951.an estimated accuracy of +/- 6 seconds.
 HD0951
 HD0951.The orthometric height was determined by differential leveling
 HD0951.and adjusted by the National Geodetic Survey in June 1991..
 HD0951
 HD0951.The geoid height was determined by GEOID03.
 HD0951
 HD0951.The dynamic height is computed by dividing the NAVD 88
 HD0951.geopotential number by the normal gravity value computed on the
 HD0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0951.degrees latitude (g = 980.6199 gals.).
 HD0951
 HD0951.The modeled gravity was interpolated from observed gravity values.
 HD0951
 HD0951;                    North         East    Units  Estimated Accuracy
 HD0951;SPC MO W     -   192,080.      925,300.      MT  (+/- 180 meters Scaled)
 HD0951
 HD0951                          SUPERSEDED SURVEY CONTROL
 HD0951
 HD0951  NGVD 29 (??/??/92)  286.36   (m)          939.5    (f) COMPUTED    2 0
 HD0951
 HD0951.Superseded values are not recommended for survey control.
 HD0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0951.See file dsdata.txt to determine how the superseded data were derived.
 HD0951
 HD0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB433942(NAD 83)
 HD0951_MARKER: DZ = AZIMUTH MARK DISK
 HD0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0951_SP_SET: TRIBACH
 HD0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0951
 HD0951  HISTORY     - Date     Condition        Report By
 HD0951  HISTORY     - UNK      MONUMENTED       DOD
 HD0951  HISTORY     - 1963     GOOD             NGS
 HD0951
 HD0951                          STATION DESCRIPTION
 HD0951
 HD0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0951'1.4 MI W FROM COLLINS.
 HD0951'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 54 FROM INTERSECTION WITH
 HD0951'STATE ROAD 13 TO AN INTERSECTION WITH A GRAVELED ROAD, THENCE 0.2
 HD0951'MILE NORTH ALONG GRAVELED ROAD, 30 FEET EAST OF THE CENTER LINE
 HD0951'OF THE ROAD, 17 FEET EAST OF A FENCE, AND THE TOP SURFACE OVER
 HD0951'THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 HD0951'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0950 ***********************************************************************
 HD0950  DESIGNATION -  G 6 B 2
 HD0950  PID         -  HD0950
 HD0950  STATE/COUNTY-  MO/ST CLAIR
 HD0950  USGS QUAD   -  VISTA (1991)
 HD0950
 HD0950                         *CURRENT SURVEY CONTROL
 HD0950  ___________________________________________________________________
 HD0950* NAD 83(1986)-  37 53 41.     (N)    093 38 19.     (W)     SCALED    
 HD0950* NAVD 88     -       287.293  (meters)     942.56   (feet)  ADJUSTED  
 HD0950  ___________________________________________________________________
 HD0950  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HD0950  DYNAMIC HT  -         287.078 (meters)     941.86  (feet)  COMP
 HD0950  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 HD0950
 HD0950  VERT ORDER  -  SECOND    CLASS 0
 HD0950
 HD0950.The horizontal coordinates were scaled from a topographic map and have
 HD0950.an estimated accuracy of +/- 6 seconds.
 HD0950
 HD0950.The orthometric height was determined by differential leveling
 HD0950.and adjusted by the National Geodetic Survey in June 1991..
 HD0950
 HD0950.The geoid height was determined by GEOID03.
 HD0950
 HD0950.The dynamic height is computed by dividing the NAVD 88
 HD0950.geopotential number by the normal gravity value computed on the
 HD0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0950.degrees latitude (g = 980.6199 gals.).
 HD0950
 HD0950.The modeled gravity was interpolated from observed gravity values.
 HD0950
 HD0950;                    North         East    Units  Estimated Accuracy
 HD0950;SPC MO W     -   192,120.      925,760.      MT  (+/- 180 meters Scaled)
 HD0950
 HD0950                          SUPERSEDED SURVEY CONTROL
 HD0950
 HD0950  NGVD 29 (??/??/92)  287.18   (m)          942.2    (f) COMPUTED    2 0
 HD0950
 HD0950.Superseded values are not recommended for survey control.
 HD0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0950.See file dsdata.txt to determine how the superseded data were derived.
 HD0950
 HD0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB438943(NAD 83)
 HD0950_MARKER: DZ = AZIMUTH MARK DISK
 HD0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0950_SP_SET: TRIBACH
 HD0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0950
 HD0950  HISTORY     - Date     Condition        Report By
 HD0950  HISTORY     - UNK      MONUMENTED       DOD
 HD0950  HISTORY     - 1963     GOOD             NGS
 HD0950
 HD0950                          STATION DESCRIPTION
 HD0950
 HD0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0950'1.2 MI W FROM COLLINS.
 HD0950'ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAY 54 FROM INTERSECTION
 HD0950'WITH STATE ROAD 13, TO A JUNCTION WITH A DIRT ROAD LEADING
 HD0950'NORTH, THENCE 0.25 MILE NORTH ALONG DIRT ROAD, THENCE 0.05 MILE
 HD0950'EAST ACROSS COUNTRY 20 1/2 FEET SOUTH OF A FENCE, 32 FEET
 HD0950'SOUTHWEST OF A TREE IN FENCE LINE, AND THE TOP SURFACE OVER THE
 HD0950'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 HD0950'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0953 ***********************************************************************
 HD0953  DESIGNATION -  G 6 Z
 HD0953  PID         -  HD0953
 HD0953  STATE/COUNTY-  MO/ST CLAIR
 HD0953  USGS QUAD   -  VISTA (1991)
 HD0953
 HD0953                         *CURRENT SURVEY CONTROL
 HD0953  ___________________________________________________________________
 HD0953* NAD 83(1986)-  37 53 30.     (N)    093 39 07.     (W)     SCALED    
 HD0953* NAVD 88     -       290.394  (meters)     952.73   (feet)  ADJUSTED  
 HD0953  ___________________________________________________________________
 HD0953  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HD0953  DYNAMIC HT  -         290.176 (meters)     952.02  (feet)  COMP
 HD0953  MODELED GRAV-     979,871.0   (mgal)                       NAVD 88
 HD0953
 HD0953  VERT ORDER  -  SECOND    CLASS 0
 HD0953
 HD0953.The horizontal coordinates were scaled from a topographic map and have
 HD0953.an estimated accuracy of +/- 6 seconds.
 HD0953
 HD0953.The orthometric height was determined by differential leveling
 HD0953.and adjusted by the National Geodetic Survey in June 1991..
 HD0953
 HD0953.The geoid height was determined by GEOID03.
 HD0953
 HD0953.The dynamic height is computed by dividing the NAVD 88
 HD0953.geopotential number by the normal gravity value computed on the
 HD0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0953.degrees latitude (g = 980.6199 gals.).
 HD0953
 HD0953.The modeled gravity was interpolated from observed gravity values.
 HD0953
 HD0953;                    North         East    Units  Estimated Accuracy
 HD0953;SPC MO W     -   191,770.      924,590.      MT  (+/- 180 meters Scaled)
 HD0953
 HD0953                          SUPERSEDED SURVEY CONTROL
 HD0953
 HD0953  NGVD 29 (??/??/92)  290.28   (m)          952.4    (f) COMPUTED    2 0
 HD0953
 HD0953.Superseded values are not recommended for survey control.
 HD0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0953.See file dsdata.txt to determine how the superseded data were derived.
 HD0953
 HD0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB426939(NAD 83)
 HD0953_MARKER: DS = TRIANGULATION STATION DISK
 HD0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0953_STAMPING: G 6 Z 1962
 HD0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0953+STABILITY: SURFACE MOTION
 HD0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0953+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 HD0953
 HD0953  HISTORY     - Date     Condition        Report By
 HD0953  HISTORY     - 1962     MONUMENTED       CGS
 HD0953  HISTORY     - 1963     GOOD             NGS
 HD0953  HISTORY     - 19940913 GOOD             MODNR
 HD0953
 HD0953                          STATION DESCRIPTION
 HD0953
 HD0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0953'1.6 MI W FROM COLLINS.
 HD0953'ABOUT 1.55 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0953'WITH STATE ROAD 13 NEAR THE TOP OF A LONG GRADE AND ON THE EAST
 HD0953'SLOPE OF THE GRADE, 111.3 FEET EAST OF G 6 Z R.M. 1, 77.3 FEET
 HD0953'NORTH OF AND ACROSS THE ROAD FROM G 6 Z R.M. 2, 2 FEET SOUTH
 HD0953'OF A FENCE, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5 1/2
 HD0953'FEET WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HD0953'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HD0953
 HD0953                          STATION RECOVERY (1994)
 HD0953
 HD0953'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0952 ***********************************************************************
 HD0952  DESIGNATION -  G 6 Z AZ MK
 HD0952  PID         -  HD0952
 HD0952  STATE/COUNTY-  MO/ST CLAIR
 HD0952  USGS QUAD   -  VISTA (1991)
 HD0952
 HD0952                         *CURRENT SURVEY CONTROL
 HD0952  ___________________________________________________________________
 HD0952* NAD 83(1986)-  37 53 55.     (N)    093 38 38.     (W)     SCALED    
 HD0952* NAVD 88     -       283.014  (meters)     928.52   (feet)  ADJUSTED  
 HD0952  ___________________________________________________________________
 HD0952  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HD0952  DYNAMIC HT  -         282.801 (meters)     927.82  (feet)  COMP
 HD0952  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 HD0952
 HD0952  VERT ORDER  -  SECOND    CLASS 0
 HD0952
 HD0952.The horizontal coordinates were scaled from a topographic map and have
 HD0952.an estimated accuracy of +/- 6 seconds.
 HD0952
 HD0952.The orthometric height was determined by differential leveling
 HD0952.and adjusted by the National Geodetic Survey in June 1991..
 HD0952
 HD0952.The geoid height was determined by GEOID03.
 HD0952
 HD0952.The dynamic height is computed by dividing the NAVD 88
 HD0952.geopotential number by the normal gravity value computed on the
 HD0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0952.degrees latitude (g = 980.6199 gals.).
 HD0952
 HD0952.The modeled gravity was interpolated from observed gravity values.
 HD0952
 HD0952;                    North         East    Units  Estimated Accuracy
 HD0952;SPC MO W     -   192,540.      925,290.      MT  (+/- 180 meters Scaled)
 HD0952
 HD0952                          SUPERSEDED SURVEY CONTROL
 HD0952
 HD0952  NGVD 29 (??/??/92)  282.90   (m)          928.1    (f) COMPUTED    2 0
 HD0952
 HD0952.Superseded values are not recommended for survey control.
 HD0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0952.See file dsdata.txt to determine how the superseded data were derived.
 HD0952
 HD0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB433947(NAD 83)
 HD0952_MARKER: DZ = AZIMUTH MARK DISK
 HD0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0952_STAMPING: G 6 Z 1962
 HD0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0952+STABILITY: SURFACE MOTION
 HD0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0952+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 HD0952
 HD0952  HISTORY     - Date     Condition        Report By
 HD0952  HISTORY     - 1962     MONUMENTED       CGS
 HD0952  HISTORY     - 1963     GOOD             NGS
 HD0952  HISTORY     - 19940913 GOOD             MODNR
 HD0952
 HD0952                          STATION DESCRIPTION
 HD0952
 HD0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0952'1.6 MI WNW FROM COLLINS.
 HD0952'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0952'WITH STATE ROAD 13 TO AN INTERSECTION WITH A GRAVELED ROAD,
 HD0952'THENCE 0.5 MILE NORTH ALONG GRAVELED ROAD, 0.15 MILE NORTH OF
 HD0952'A FARMHOUSE, 37 1/2 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 HD0952'A POWER POLE, 17 FEET WEST OF THE CENTER LINE OF THE ROAD, 5
 HD0952'FEET SOUTH OF A TELEPHONE POLE, 1/2 FOOT EAST OF A FENCE, 2.5
 HD0952'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 HD0952'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HD0952'4 INCHES.
 HD0952
 HD0952                          STATION RECOVERY (1994)
 HD0952
 HD0952'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0954 ***********************************************************************
 HD0954  DESIGNATION -  G 6 Z RM 1
 HD0954  PID         -  HD0954
 HD0954  STATE/COUNTY-  MO/ST CLAIR
 HD0954  USGS QUAD   -  VISTA (1991)
 HD0954
 HD0954                         *CURRENT SURVEY CONTROL
 HD0954  ___________________________________________________________________
 HD0954* NAD 83(1986)-  37 53 29.     (N)    093 39 08.     (W)     SCALED    
 HD0954* NAVD 88     -       290.239  (meters)     952.23   (feet)  ADJUSTED  
 HD0954  ___________________________________________________________________
 HD0954  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HD0954  DYNAMIC HT  -         290.021 (meters)     951.51  (feet)  COMP
 HD0954  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 HD0954
 HD0954  VERT ORDER  -  SECOND    CLASS 0
 HD0954
 HD0954.The horizontal coordinates were scaled from a topographic map and have
 HD0954.an estimated accuracy of +/- 6 seconds.
 HD0954
 HD0954.The orthometric height was determined by differential leveling
 HD0954.and adjusted by the National Geodetic Survey in June 1991..
 HD0954
 HD0954.The geoid height was determined by GEOID03.
 HD0954
 HD0954.The dynamic height is computed by dividing the NAVD 88
 HD0954.geopotential number by the normal gravity value computed on the
 HD0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0954.degrees latitude (g = 980.6199 gals.).
 HD0954
 HD0954.The modeled gravity was interpolated from observed gravity values.
 HD0954
 HD0954;                    North         East    Units  Estimated Accuracy
 HD0954;SPC MO W     -   191,730.      924,570.      MT  (+/- 180 meters Scaled)
 HD0954
 HD0954                          SUPERSEDED SURVEY CONTROL
 HD0954
 HD0954  NGVD 29 (??/??/92)  290.12   (m)          951.8    (f) COMPUTED    2 0
 HD0954
 HD0954.Superseded values are not recommended for survey control.
 HD0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0954.See file dsdata.txt to determine how the superseded data were derived.
 HD0954
 HD0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB426939(NAD 83)
 HD0954_MARKER: DR = REFERENCE MARK DISK
 HD0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0954_STAMPING: G 6 Z NO 1 1962
 HD0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0954+STABILITY: SURFACE MOTION
 HD0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0954+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 HD0954
 HD0954  HISTORY     - Date     Condition        Report By
 HD0954  HISTORY     - 1962     MONUMENTED       CGS
 HD0954  HISTORY     - 1963     GOOD             NGS
 HD0954  HISTORY     - 19940913 GOOD             MODNR
 HD0954
 HD0954                          STATION DESCRIPTION
 HD0954
 HD0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0954'1.6 MI W FROM COLLINS.
 HD0954'ABOUT 1.55 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0954'WITH STATE ROAD 13 NEAR THE TOP OF A LONG GRADE AND ON THE EAST
 HD0954'SLOPE OF THE GRADE, 77.3 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM
 HD0954'G 6 Z TRIANGULATION STATION, 39 FEET SOUTH OF THE CENTER LINE OF
 HD0954'THE ROAD, 1/2 FOOT NORTH OF A FENCE WITH A ROW OF SMALL TREES,
 HD0954'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HD0954'POST FLUSH WITH THE GROUND.
 HD0954
 HD0954                          STATION RECOVERY (1994)
 HD0954
 HD0954'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0955 ***********************************************************************
 HD0955  DESIGNATION -  G 6 Z RM 2
 HD0955  PID         -  HD0955
 HD0955  STATE/COUNTY-  MO/ST CLAIR
 HD0955  USGS QUAD   -  VISTA (1991)
 HD0955
 HD0955                         *CURRENT SURVEY CONTROL
 HD0955  ___________________________________________________________________
 HD0955* NAD 83(1986)-  37 53 30.     (N)    093 39 10.     (W)     SCALED    
 HD0955* NAVD 88     -       291.236  (meters)     955.50   (feet)  ADJUSTED  
 HD0955  ___________________________________________________________________
 HD0955  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HD0955  DYNAMIC HT  -         291.017 (meters)     954.78  (feet)  COMP
 HD0955  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 HD0955
 HD0955  VERT ORDER  -  SECOND    CLASS 0
 HD0955
 HD0955.The horizontal coordinates were scaled from a topographic map and have
 HD0955.an estimated accuracy of +/- 6 seconds.
 HD0955
 HD0955.The orthometric height was determined by differential leveling
 HD0955.and adjusted by the National Geodetic Survey in June 1991..
 HD0955
 HD0955.The geoid height was determined by GEOID03.
 HD0955
 HD0955.The dynamic height is computed by dividing the NAVD 88
 HD0955.geopotential number by the normal gravity value computed on the
 HD0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0955.degrees latitude (g = 980.6199 gals.).
 HD0955
 HD0955.The modeled gravity was interpolated from observed gravity values.
 HD0955
 HD0955;                    North         East    Units  Estimated Accuracy
 HD0955;SPC MO W     -   191,770.      924,520.      MT  (+/- 180 meters Scaled)
 HD0955
 HD0955                          SUPERSEDED SURVEY CONTROL
 HD0955
 HD0955  NGVD 29 (??/??/92)  291.12   (m)          955.1    (f) COMPUTED    2 0
 HD0955
 HD0955.Superseded values are not recommended for survey control.
 HD0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0955.See file dsdata.txt to determine how the superseded data were derived.
 HD0955
 HD0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB426939(NAD 83)
 HD0955_MARKER: DR = REFERENCE MARK DISK
 HD0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0955_STAMPING: G 6 Z NO 2 1962
 HD0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0955+STABILITY: SURFACE MOTION
 HD0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0955+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 HD0955
 HD0955  HISTORY     - Date     Condition        Report By
 HD0955  HISTORY     - 1962     MONUMENTED       CGS
 HD0955  HISTORY     - 1963     GOOD             NGS
 HD0955  HISTORY     - 19940913 GOOD             MODNR
 HD0955
 HD0955                          STATION DESCRIPTION
 HD0955
 HD0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0955'1.6 MI W FROM COLLINS.
 HD0955'ABOUT 1.55 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0955'WITH STATE ROAD 13 NEAR THE TOP OF A LONG GRADE AND ON THE EAST
 HD0955'SLOPE OF THE GRADE, 111.3 FEET WEST OF G 6 Z TRIANGULATION STATION,
 HD0955'83 FEET EAST OF A WIRE GATE IN FENCE LINE, 39 FEET NORTH OF THE
 HD0955'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A FENCE, ABOUT 2
 HD0955'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 HD0955'CONCRETE POST PROJECTING 3 INCHES.
 HD0955
 HD0955                          STATION RECOVERY (1994)
 HD0955
 HD0955'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0589 ***********************************************************************
 GF0589  DESIGNATION -  G 60
 GF0589  PID         -  GF0589
 GF0589  STATE/COUNTY-  MO/LAWRENCE
 GF0589  USGS QUAD   -  AURORA (1974)
 GF0589
 GF0589                         *CURRENT SURVEY CONTROL
 GF0589  ___________________________________________________________________
 GF0589* NAD 83(1986)-  36 57 11.     (N)    093 40 20.     (W)     SCALED    
 GF0589* NAVD 88     -       407.610  (meters)    1337.30   (feet)  ADJUSTED  
 GF0589  ___________________________________________________________________
 GF0589  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GF0589  DYNAMIC HT  -         407.262 (meters)    1336.16  (feet)  COMP
 GF0589  MODELED GRAV-     979,767.2   (mgal)                       NAVD 88
 GF0589
 GF0589  VERT ORDER  -  SECOND    CLASS 0
 GF0589
 GF0589.The horizontal coordinates were scaled from a topographic map and have
 GF0589.an estimated accuracy of +/- 6 seconds.
 GF0589
 GF0589.The orthometric height was determined by differential leveling
 GF0589.and adjusted by the National Geodetic Survey in June 1991..
 GF0589
 GF0589.The geoid height was determined by GEOID03.
 GF0589
 GF0589.The dynamic height is computed by dividing the NAVD 88
 GF0589.geopotential number by the normal gravity value computed on the
 GF0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0589.degrees latitude (g = 980.6199 gals.).
 GF0589
 GF0589.The modeled gravity was interpolated from observed gravity values.
 GF0589
 GF0589;                    North         East    Units  Estimated Accuracy
 GF0589;SPC MO W     -    87,580.      923,720.      MT  (+/- 180 meters Scaled)
 GF0589
 GF0589                          SUPERSEDED SURVEY CONTROL
 GF0589
 GF0589  NGVD 29 (??/??/92)  407.449  (m)         1336.77   (f) ADJ UNCH    2 0
 GF0589
 GF0589.Superseded values are not recommended for survey control.
 GF0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0589.See file dsdata.txt to determine how the superseded data were derived.
 GF0589
 GF0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA401898(NAD 83)
 GF0589_MARKER: DB = BENCH MARK DISK
 GF0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0589_STAMPING: G 60 1934
 GF0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0589+STABILITY: SURFACE MOTION
 GF0589
 GF0589  HISTORY     - Date     Condition        Report By
 GF0589  HISTORY     - 1934     MONUMENTED       CGS
 GF0589
 GF0589                          STATION DESCRIPTION
 GF0589
 GF0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0589'3.7 MI SE FROM AURORA.
 GF0589'3.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GF0589'THE STATION AT AURORA, LAWRENCE COUNTY, 0.1 MILE NORTHWEST OF
 GF0589'POLE 485+10, 49.5 FEET SOUTHWEST OF THE CENTER OF A FARM-ROAD
 GF0589'CROSSING, 15 FEET SOUTH OF THE SOUTH POST OF THE CROSSING GATE
 GF0589'SOUTH OF THE TRACK, 46.8 FEET SOUTHWEST OF THE CENTERLINE OF
 GF0589'THE TRACK, AND 1.5 FEET NORTH OF THE PROPERTY-LINE FENCE.  A
 GF0589'STANDARD DISK, STAMPED G 60 1934 AND SET IN THE TOP OF A
 GF0589'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0230 ***********************************************************************
 GF0230  DESIGNATION -  G 61
 GF0230  PID         -  GF0230
 GF0230  STATE/COUNTY-  MO/TANEY
 GF0230  USGS QUAD   -  GARBER (1989)
 GF0230
 GF0230                         *CURRENT SURVEY CONTROL
 GF0230  ___________________________________________________________________
 GF0230* NAD 83(1986)-  36 38 51.     (N)    093 15 26.     (W)     SCALED    
 GF0230* NAVD 88     -       231.841  (meters)     760.63   (feet)  ADJUSTED  
 GF0230  ___________________________________________________________________
 GF0230  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GF0230  DYNAMIC HT  -         231.644 (meters)     759.99  (feet)  COMP
 GF0230  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GF0230
 GF0230  VERT ORDER  -  SECOND    CLASS 0
 GF0230
 GF0230.The horizontal coordinates were scaled from a topographic map and have
 GF0230.an estimated accuracy of +/- 6 seconds.
 GF0230
 GF0230.The orthometric height was determined by differential leveling
 GF0230.and adjusted by the National Geodetic Survey in June 1991..
 GF0230
 GF0230.The geoid height was determined by GEOID03.
 GF0230
 GF0230.The dynamic height is computed by dividing the NAVD 88
 GF0230.geopotential number by the normal gravity value computed on the
 GF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0230.degrees latitude (g = 980.6199 gals.).
 GF0230
 GF0230.The modeled gravity was interpolated from observed gravity values.
 GF0230
 GF0230;                    North         East    Units  Estimated Accuracy
 GF0230;SPC MO C     -    90,600.      432,290.      MT  (+/- 180 meters Scaled)
 GF0230
 GF0230                          SUPERSEDED SURVEY CONTROL
 GF0230
 GF0230  NGVD 29 (??/??/92)  231.712  (m)          760.21   (f) ADJ UNCH    2 0
 GF0230
 GF0230.Superseded values are not recommended for survey control.
 GF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0230.See file dsdata.txt to determine how the superseded data were derived.
 GF0230
 GF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA770558(NAD 83)
 GF0230_MARKER: DB = BENCH MARK DISK
 GF0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0230_STAMPING: G 61 1934
 GF0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0230+STABILITY: SURFACE MOTION
 GF0230
 GF0230  HISTORY     - Date     Condition        Report By
 GF0230  HISTORY     - 1934     MONUMENTED       CGS
 GF0230
 GF0230                          STATION DESCRIPTION
 GF0230
 GF0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0230'2.7 MI NW FROM BRANSON.
 GF0230'2.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GF0230'STATION AT BRANSON, TANEY COUNTY, 86.3 FEET NORTHEAST OF MILEPOST
 GF0230'450, 70 FEET NORTHEAST OF THE CENTER OF A FARM-ROAD CROSSING, 38.6
 GF0230'FEET NORTH OF A CONCRETE POST MARKED 10084/00, 45.6 FEET NORTH OF
 GF0230'THE CENTERLINE OF THE TRACK, AND 2.4 FEET SOUTH OF THE RIGHT-OF-WAY
 GF0230'FENCE.  A STANDARD DISK, STAMPED G 61 1934 AND SET IN THE TOP OF
 GF0230'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0162 ***********************************************************************
 GF0162  DESIGNATION -  G 62
 GF0162  PID         -  GF0162
 GF0162  STATE/COUNTY-  MO/TANEY
 GF0162  USGS QUAD   -  BRADLEYVILLE (1982)
 GF0162
 GF0162                         *CURRENT SURVEY CONTROL
 GF0162  ___________________________________________________________________
 GF0162* NAD 83(1986)-  36 46 47.     (N)    092 54 27.     (W)     SCALED    
 GF0162* NAVD 88     -       252.912  (meters)     829.76   (feet)  ADJUSTED  
 GF0162  ___________________________________________________________________
 GF0162  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GF0162  DYNAMIC HT  -         252.703 (meters)     829.08  (feet)  COMP
 GF0162  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 GF0162
 GF0162  VERT ORDER  -  SECOND    CLASS 0
 GF0162
 GF0162.The horizontal coordinates were scaled from a topographic map and have
 GF0162.an estimated accuracy of +/- 6 seconds.
 GF0162
 GF0162.The orthometric height was determined by differential leveling
 GF0162.and adjusted by the National Geodetic Survey in June 1991..
 GF0162
 GF0162.The geoid height was determined by GEOID03.
 GF0162
 GF0162.The dynamic height is computed by dividing the NAVD 88
 GF0162.geopotential number by the normal gravity value computed on the
 GF0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0162.degrees latitude (g = 980.6199 gals.).
 GF0162
 GF0162.The modeled gravity was interpolated from observed gravity values.
 GF0162
 GF0162;                    North         East    Units  Estimated Accuracy
 GF0162;SPC MO C     -   105,090.      463,630.      MT  (+/- 180 meters Scaled)
 GF0162
 GF0162                          SUPERSEDED SURVEY CONTROL
 GF0162
 GF0162  NGVD 29 (??/??/92)  252.779  (m)          829.33   (f) ADJ UNCH    2 0
 GF0162
 GF0162.Superseded values are not recommended for survey control.
 GF0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0162.See file dsdata.txt to determine how the superseded data were derived.
 GF0162
 GF0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA082704(NAD 83)
 GF0162_MARKER: DB = BENCH MARK DISK
 GF0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0162_SP_SET: BRIDGE
 GF0162_STAMPING: G 62 1934
 GF0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0162
 GF0162  HISTORY     - Date     Condition        Report By
 GF0162  HISTORY     - 1934     MONUMENTED       CGS
 GF0162
 GF0162                          STATION DESCRIPTION
 GF0162
 GF0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0162'0.2 MI E FROM BRADLEYVILLE.
 GF0162'0.2 MILE EAST ALONG STATE HIGHWAY 76 FROM THE JUNCTION WITH
 GF0162'COUNTY HIGHWAY A AT BRADLEYVILLE, TANEY COUNTY, AT CONCRETE
 GF0162'BRIDGE S 848 OVER BEVER CREEK, IN THE TOP OF THE NORTH END OF THE
 GF0162'WEST WINGWALL, 1 FOOT NORTH OF THE WEST END OF THE NORTH GUARD
 GF0162'RAIL, AND 16.5 FEET NORTH OF THE CENTERLINE OF THE BRIDGE.  A
 GF0162'STANDARD DISK, STAMPED G 62 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0348 ***********************************************************************
 HD0348  DESIGNATION -  G 63
 HD0348  PID         -  HD0348
 HD0348  STATE/COUNTY-  MO/WRIGHT
 HD0348  USGS QUAD   -  MANSFIELD (1985)
 HD0348
 HD0348                         *CURRENT SURVEY CONTROL
 HD0348  ___________________________________________________________________
 HD0348* NAD 83(1986)-  37 04 52.     (N)    092 35 25.     (W)     SCALED    
 HD0348* NAVD 88     -       371.659  (meters)    1219.35   (feet)  ADJUSTED  
 HD0348  ___________________________________________________________________
 HD0348  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HD0348  DYNAMIC HT  -         371.358 (meters)    1218.36  (feet)  COMP
 HD0348  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 HD0348
 HD0348  VERT ORDER  -  SECOND    CLASS 0
 HD0348
 HD0348.The horizontal coordinates were scaled from a topographic map and have
 HD0348.an estimated accuracy of +/- 6 seconds.
 HD0348
 HD0348.The orthometric height was determined by differential leveling
 HD0348.and adjusted by the National Geodetic Survey in June 1991..
 HD0348
 HD0348.The geoid height was determined by GEOID03.
 HD0348
 HD0348.The dynamic height is computed by dividing the NAVD 88
 HD0348.geopotential number by the normal gravity value computed on the
 HD0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0348.degrees latitude (g = 980.6199 gals.).
 HD0348
 HD0348.The modeled gravity was interpolated from observed gravity values.
 HD0348
 HD0348;                    North         East    Units  Estimated Accuracy
 HD0348;SPC MO C     -   138,460.      491,970.      MT  (+/- 180 meters Scaled)
 HD0348
 HD0348                          SUPERSEDED SURVEY CONTROL
 HD0348
 HD0348  NGVD 29 (??/??/92)  371.512  (m)         1218.87   (f) ADJ UNCH    2 0
 HD0348
 HD0348.Superseded values are not recommended for survey control.
 HD0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0348.See file dsdata.txt to determine how the superseded data were derived.
 HD0348
 HD0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB364039(NAD 83)
 HD0348_MARKER: DB = BENCH MARK DISK
 HD0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0348_SP_SET: BRIDGE
 HD0348_STAMPING: G 63 1934
 HD0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0348
 HD0348  HISTORY     - Date     Condition        Report By
 HD0348  HISTORY     - 1934     MONUMENTED       CGS
 HD0348  HISTORY     - 1977     GOOD             NGS
 HD0348  HISTORY     - 1977     GOOD             NGS
 HD0348  HISTORY     - 1988     GOOD             USPSQD
 HD0348
 HD0348                          STATION DESCRIPTION
 HD0348
 HD0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0348'2.5 MI S FROM MANSFIELD.
 HD0348'2.5 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE FARMERS EXCHANGE
 HD0348'BUILDING AT MANSFIELD, WRIGHT COUNTY, AT CONCRETE BRIDGE H 288
 HD0348'OVER PRAIRIE HOLLOW, IN THE TOP OF THE CORNER OF THE SOUTH
 HD0348'WINGWALL, AND 4 FEET NORTH OF THE SOUTH END OF THE WEST GUARD
 HD0348'RAIL.  A STANDARD DISK, STAMPED G 63 1934.
 HD0348
 HD0348                          STATION RECOVERY (1977)
 HD0348
 HD0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0348'THE ROUTE NUMBER OF HIGHWAY 5 HAS BEEN CHANGED AND THIS ROUTE IS NOT
 HD0348'UN-MARKED. IT IS 1.75 MILES SOUTH ALONG THIS UN-MARKED FROM THE
 HD0348'JUNCTION OF BUSINESS HIGHWAY 60 AND COUNTY ROAD U AND IN THE TOP OF
 HD0348'THE WING WALL AS DESCRIBED.
 HD0348
 HD0348                          STATION RECOVERY (1977)
 HD0348
 HD0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0348'THE ROUTE NUMBER OF HIGHWAY 5 HAS BEEN CHANGED AND THIS ROUTE IS NOT
 HD0348'UN-MARKED. IT IS 1.75 MILES SOUTH ALONG THIS UN-MARKED FROM THE
 HD0348'JUNCTION OF BUSINESS HIGHWAY 60 AND COUNTY ROAD U AND IN THE TOP OF
 HD0348'THE WING WALL AS DESCRIBED.
 HD0348
 HD0348                          STATION RECOVERY (1988)
 HD0348
 HD0348'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0710 ***********************************************************************
 HD0710  DESIGNATION -  G 64
 HD0710  PID         -  HD0710
 HD0710  STATE/COUNTY-  MO/GREENE
 HD0710  USGS QUAD   -  NIXA (1975)
 HD0710
 HD0710                         *CURRENT SURVEY CONTROL
 HD0710  ___________________________________________________________________
 HD0710* NAD 83(1986)-  37 06 23.     (N)    093 15 36.     (W)     SCALED    
 HD0710* NAVD 88     -       355.288  (meters)    1165.64   (feet)  ADJUSTED  
 HD0710  ___________________________________________________________________
 HD0710  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HD0710  DYNAMIC HT  -         354.998 (meters)    1164.69  (feet)  COMP
 HD0710  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 HD0710
 HD0710  VERT ORDER  -  SECOND    CLASS 0
 HD0710
 HD0710.The horizontal coordinates were scaled from a topographic map and have
 HD0710.an estimated accuracy of +/- 6 seconds.
 HD0710
 HD0710.The orthometric height was determined by differential leveling
 HD0710.and adjusted by the National Geodetic Survey in June 1991..
 HD0710
 HD0710.The geoid height was determined by GEOID03.
 HD0710
 HD0710.The dynamic height is computed by dividing the NAVD 88
 HD0710.geopotential number by the normal gravity value computed on the
 HD0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0710.degrees latitude (g = 980.6199 gals.).
 HD0710
 HD0710.The modeled gravity was interpolated from observed gravity values.
 HD0710
 HD0710;                    North         East    Units  Estimated Accuracy
 HD0710;SPC MO C     -   141,530.      432,450.      MT  (+/- 180 meters Scaled)
 HD0710
 HD0710                          SUPERSEDED SURVEY CONTROL
 HD0710
 HD0710  NGVD 29 (??/??/92)  355.152  (m)         1165.19   (f) ADJ UNCH    2 0
 HD0710
 HD0710.Superseded values are not recommended for survey control.
 HD0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0710.See file dsdata.txt to determine how the superseded data were derived.
 HD0710
 HD0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB768067(NAD 83)
 HD0710_MARKER: DB = BENCH MARK DISK
 HD0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0710_STAMPING: G 64 1934
 HD0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0710+STABILITY: SURFACE MOTION
 HD0710
 HD0710  HISTORY     - Date     Condition        Report By
 HD0710  HISTORY     - 1934     MONUMENTED       CGS
 HD0710  HISTORY     - 1959     MARK NOT FOUND   NGS
 HD0710
 HD0710                          STATION DESCRIPTION
 HD0710
 HD0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HD0710'9.1 MI NW FROM OZARK.
 HD0710'IN GREENE COUNTY, 9.1 MILES NORTHWEST ALONG THE ST. LOUIS-SAN
 HD0710'FRANCISCO RAILWAY FROM THE COURTHOUSE AT OZARK, CHRISTIAN COUNTY,
 HD0710'AT KISSICK, 395 FEET SOUTHWEST OF THE FIFTH POLE SOUTHEAST OF
 HD0710'MILEPOST 249, 61.5 FEET SOUTH OF THE SWITCH AT THE SOUTH END OF
 HD0710'THE SIDING, 21.6 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 HD0710'10 FEET NORTHWEST OF A ROW OF POLES.  A STANDARD DISK, STAMPED
 HD0710'G 64 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SIDING HAS
 HD0710'BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0279 ***********************************************************************
 GF0279  DESIGNATION -  G 65
 GF0279  PID         -  GF0279
 GF0279  STATE/COUNTY-  MO/TANEY
 GF0279  USGS QUAD   -  GARRISON (1955)
 GF0279
 GF0279                         *CURRENT SURVEY CONTROL
 GF0279  ___________________________________________________________________
 GF0279* NAD 83(1986)-  36 48 25.     (N)    093 06 50.     (W)     SCALED    
 GF0279* NAVD 88     -       401.776  (meters)    1318.16   (feet)  ADJUSTED  
 GF0279  ___________________________________________________________________
 GF0279  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 GF0279  DYNAMIC HT  -         401.437 (meters)    1317.05  (feet)  COMP
 GF0279  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 GF0279
 GF0279  VERT ORDER  -  SECOND    CLASS 0
 GF0279
 GF0279.The horizontal coordinates were scaled from a topographic map and have
 GF0279.an estimated accuracy of +/- 6 seconds.
 GF0279
 GF0279.The orthometric height was determined by differential leveling
 GF0279.and adjusted by the National Geodetic Survey in June 1991..
 GF0279
 GF0279.The geoid height was determined by GEOID03.
 GF0279
 GF0279.The dynamic height is computed by dividing the NAVD 88
 GF0279.geopotential number by the normal gravity value computed on the
 GF0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0279.degrees latitude (g = 980.6199 gals.).
 GF0279
 GF0279.The modeled gravity was interpolated from observed gravity values.
 GF0279
 GF0279;                    North         East    Units  Estimated Accuracy
 GF0279;SPC MO C     -   108,210.      445,220.      MT  (+/- 180 meters Scaled)
 GF0279
 GF0279                          SUPERSEDED SURVEY CONTROL
 GF0279
 GF0279  NGVD 29 (??/??/92)  401.642  (m)         1317.72   (f) ADJ UNCH    2 0
 GF0279
 GF0279.Superseded values are not recommended for survey control.
 GF0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0279.See file dsdata.txt to determine how the superseded data were derived.
 GF0279
 GF0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA898734(NAD 83)
 GF0279_MARKER: DB = BENCH MARK DISK
 GF0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0279_STAMPING: G 65 1934
 GF0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0279+STABILITY: SURFACE MOTION
 GF0279
 GF0279  HISTORY     - Date     Condition        Report By
 GF0279  HISTORY     - 1934     MONUMENTED       CGS
 GF0279
 GF0279                          STATION DESCRIPTION
 GF0279
 GF0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0279'11.3 MI NW FROM FORSYTH.
 GF0279'11.3 MILES NORTHWEST ALONG THE PINE RIDGE ROAD FROM THE COUNTY
 GF0279'COURTHOUSE AT FORSYTH, TANEY COUNTY, 100 FEET NORTHEAST OF THE
 GF0279'SMALL GATE TO THE C.E. COOK FARMYARD, 110 FEET NORTH OF A FIELD
 GF0279'GATE WEST OF A CURVE, 20.5 FEET WEST OF THE CENTERLINE OF THE
 GF0279'ROAD, AND 1.5 FEET EAST OF THE PROPERTY LINE FENCE.  A STANDARD
 GF0279'DISK, STAMPED G 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0017 ***********************************************************************
 GF0017  DESIGNATION -  G 67
 GF0017  PID         -  GF0017
 GF0017  STATE/COUNTY-  MO/OZARK
 GF0017  USGS QUAD   -  GAINESVILLE (1968)
 GF0017
 GF0017                         *CURRENT SURVEY CONTROL
 GF0017  ___________________________________________________________________
 GF0017* NAD 83(1986)-  36 35 27.     (N)    092 23 32.     (W)     SCALED    
 GF0017* NAVD 88     -       304.601  (meters)     999.35   (feet)  ADJUSTED  
 GF0017  ___________________________________________________________________
 GF0017  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GF0017  DYNAMIC HT  -         304.348 (meters)     998.52  (feet)  COMP
 GF0017  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 GF0017
 GF0017  VERT ORDER  -  SECOND    CLASS 0
 GF0017
 GF0017.The horizontal coordinates were scaled from a topographic map and have
 GF0017.an estimated accuracy of +/- 6 seconds.
 GF0017
 GF0017.The orthometric height was determined by differential leveling
 GF0017.and adjusted by the National Geodetic Survey in June 1991..
 GF0017
 GF0017.The geoid height was determined by GEOID03.
 GF0017
 GF0017.The dynamic height is computed by dividing the NAVD 88
 GF0017.geopotential number by the normal gravity value computed on the
 GF0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0017.degrees latitude (g = 980.6199 gals.).
 GF0017
 GF0017.The modeled gravity was interpolated from observed gravity values.
 GF0017
 GF0017;                    North         East    Units  Estimated Accuracy
 GF0017;SPC MO C     -    84,050.      509,640.      MT  (+/- 180 meters Scaled)
 GF0017
 GF0017                          SUPERSEDED SURVEY CONTROL
 GF0017
 GF0017  NGVD 29 (??/??/92)  304.469  (m)          998.91   (f) ADJ UNCH    2 0
 GF0017
 GF0017.Superseded values are not recommended for survey control.
 GF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0017.See file dsdata.txt to determine how the superseded data were derived.
 GF0017
 GF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA543496(NAD 83)
 GF0017_MARKER: DB = BENCH MARK DISK
 GF0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0017_STAMPING: G 67 1934
 GF0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0017+STABILITY: SURFACE MOTION
 GF0017
 GF0017  HISTORY     - Date     Condition        Report By
 GF0017  HISTORY     - 1934     MONUMENTED       CGS
 GF0017
 GF0017                          STATION DESCRIPTION
 GF0017
 GF0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0017'4.5 MI E FROM GAINESVILLE.
 GF0017'4.5 MILES EAST ALONG STATE HIGHWAY 80 FROM THE JUNCTION WITH
 GF0017'STATE HIGHWAY 5 AT GAINESVILLE, OZARK COUNTY, 98 FEET NORTHWEST
 GF0017'OF THE NORTHWEST CORNER OF THE LILLY RIDGE SCHOOL BUILDING, 135
 GF0017'FEET WEST OF A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 GF0017'NAIL AND WASHER IN AN OAK TREE MARKED U.S.B.M. 999.2, 35.5 FEET
 GF0017'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET HIGHER
 GF0017'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 67 1934 AND SET
 GF0017'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0425 ***********************************************************************
 GE0425  DESIGNATION -  G 68
 GE0425  PID         -  GE0425
 GE0425  STATE/COUNTY-  MO/OREGON
 GE0425  USGS QUAD   -  RIVERTON (1965)
 GE0425
 GE0425                         *CURRENT SURVEY CONTROL
 GE0425  ___________________________________________________________________
 GE0425* NAD 83(1986)-  36 38 47.     (N)    091 13 00.     (W)     SCALED    
 GE0425* NAVD 88     -       179.761  (meters)     589.77   (feet)  ADJUSTED  
 GE0425  ___________________________________________________________________
 GE0425  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GE0425  DYNAMIC HT  -         179.613 (meters)     589.28  (feet)  COMP
 GE0425  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 GE0425
 GE0425  VERT ORDER  -  SECOND    CLASS 0
 GE0425
 GE0425.The horizontal coordinates were scaled from a topographic map and have
 GE0425.an estimated accuracy of +/- 6 seconds.
 GE0425
 GE0425.The orthometric height was determined by differential leveling
 GE0425.and adjusted by the National Geodetic Survey in June 1991..
 GE0425
 GE0425.The geoid height was determined by GEOID03.
 GE0425
 GE0425.The dynamic height is computed by dividing the NAVD 88
 GE0425.geopotential number by the normal gravity value computed on the
 GE0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0425.degrees latitude (g = 980.6199 gals.).
 GE0425
 GE0425.The modeled gravity was interpolated from observed gravity values.
 GE0425
 GE0425;                    North         East    Units  Estimated Accuracy
 GE0425;SPC MO E     -    90,450.      185,920.      MT  (+/- 180 meters Scaled)
 GE0425
 GE0425                          SUPERSEDED SURVEY CONTROL
 GE0425
 GE0425  NGVD 29 (??/??/92)  179.654  (m)          589.41   (f) ADJ UNCH    2 0
 GE0425
 GE0425.Superseded values are not recommended for survey control.
 GE0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0425.See file dsdata.txt to determine how the superseded data were derived.
 GE0425
 GE0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA594571(NAD 83)
 GE0425_MARKER: DB = BENCH MARK DISK
 GE0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0425_STAMPING: G 68 1934
 GE0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0425+STABILITY: SURFACE MOTION
 GE0425
 GE0425  HISTORY     - Date     Condition        Report By
 GE0425  HISTORY     - 1934     MONUMENTED       CGS
 GE0425  HISTORY     - 1964     MARK NOT FOUND   USGS
 GE0425
 GE0425                          STATION DESCRIPTION
 GE0425
 GE0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0425'1 MI W FROM RIVERTON.
 GE0425'1.0 MILE WEST ALONG THE STATION HIGHWAY 14 FROM BRIDGE K 272 OVER
 GE0425'ELEVEN POINTS RIVER AT RIVERTON, OREGON COUNTY, 240 FEET SOUTH OF
 GE0425'A DRAINAGE DITCH EAST OF THE HIGHWAY, 190 FEET NORTH OF A 1.5-FOOT
 GE0425'OAK TREE AT A FENCE CORNER, 38 FEET WEST OF THE CENTERLINE OF
 GE0425'THE HIGHWAY, AND 2 FEET EAST OF THE PROPERTY-LINE FENCE.  A
 GE0425'STANDARD DISK, STAMPED G 68 1934 AND SET IN THE TOP OF A CONCRETE
 GE0425'POST.
 GE0425
 GE0425                          STATION RECOVERY (1964)
 GE0425
 GE0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GE0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0226 ***********************************************************************
 HD0226  DESIGNATION -  G 7
 HD0226  PID         -  HD0226
 HD0226  STATE/COUNTY-  MO/WRIGHT
 HD0226  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD0226
 HD0226                         *CURRENT SURVEY CONTROL
 HD0226  ___________________________________________________________________
 HD0226* NAD 83(1986)-  37 07 42.     (N)    092 18 15.     (W)     SCALED    
 HD0226* NAVD 88     -       440.540  (meters)    1445.34   (feet)  ADJUSTED  
 HD0226  ___________________________________________________________________
 HD0226  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 HD0226  DYNAMIC HT  -         440.174 (meters)    1444.14  (feet)  COMP
 HD0226  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 HD0226
 HD0226  VERT ORDER  -  FIRST     CLASS II
 HD0226
 HD0226.The horizontal coordinates were scaled from a topographic map and have
 HD0226.an estimated accuracy of +/- 6 seconds.
 HD0226
 HD0226.The orthometric height was determined by differential leveling
 HD0226.and adjusted by the National Geodetic Survey in June 1991..
 HD0226
 HD0226.The geoid height was determined by GEOID03.
 HD0226
 HD0226.The dynamic height is computed by dividing the NAVD 88
 HD0226.geopotential number by the normal gravity value computed on the
 HD0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0226.degrees latitude (g = 980.6199 gals.).
 HD0226
 HD0226.The modeled gravity was interpolated from observed gravity values.
 HD0226
 HD0226;                    North         East    Units  Estimated Accuracy
 HD0226;SPC MO C     -   143,710.      517,400.      MT  (+/- 180 meters Scaled)
 HD0226
 HD0226                          SUPERSEDED SURVEY CONTROL
 HD0226
 HD0226  NGVD 29 (10/05/93)  440.370  (m)         1444.78   (f) ADJUSTED    1 2
 HD0226
 HD0226.Superseded values are not recommended for survey control.
 HD0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0226.See file dsdata.txt to determine how the superseded data were derived.
 HD0226
 HD0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB618093(NAD 83)
 HD0226_MARKER: DB = BENCH MARK DISK
 HD0226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HD0226_SP_SET: HEADWALL
 HD0226_STAMPING: G 7 1928 1444.731
 HD0226_MARK LOGO: CGS   
 HD0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0226+STABILITY: SURFACE MOTION
 HD0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0226+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1989
 HD0226
 HD0226  HISTORY     - Date     Condition        Report By
 HD0226  HISTORY     - 1928     MONUMENTED       CGS
 HD0226  HISTORY     - 1934     GOOD             NGS
 HD0226  HISTORY     - 1977     GOOD             NGS
 HD0226  HISTORY     - 1977     GOOD             NGS
 HD0226  HISTORY     - 19890925 GOOD             NGS
 HD0226
 HD0226                          STATION DESCRIPTION
 HD0226
 HD0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0226'2.6 MI W FROM MOUNTAIN GROVE.
 HD0226'2.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0226'THE STATION AT MOUNTAIN GROVE, WRIGHT COUNTY, 65 YARDS SOUTHWEST
 HD0226'OF A ROAD CROSSING, 30 FEET SOUTHWEST OF POLE 267, IN THE HEADWALL
 HD0226'OF A RAILROAD CULVERT BUILT IN 1920 AND REBUILD IN 1929, 12-1/2
 HD0226'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTHWEST
 HD0226'OF THE NORTHEAST END OF THE HEADWALL.  A STANDARD DISK, STAMPED
 HD0226'1444.731 G 7 1928.
 HD0226
 HD0226                          STATION RECOVERY (1977)
 HD0226
 HD0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0226'RECOVERED IN GOOD CONDITION.
 HD0226
 HD0226                          STATION RECOVERY (1977)
 HD0226
 HD0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0226'RECOVERED IN GOOD CONDITION.
 HD0226
 HD0226                          STATION RECOVERY (1989)
 HD0226
 HD0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0226'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.7 KM
 HD0226'(2.30 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 HD0226'JUNCTION WITH STATE HIGHWAY 95 IN MOUNTAIN GROVE, IN TOP OF AND 0.3 M
 HD0226'(1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 HD0226'HEADWALL OF A BOX CULVERT UNDER THE RAILROAD TRACKS, 70.3 M (230.6
 HD0226'FT) SOUTHWEST OF THE CENTER OF COUNTY ROAD 425 LEADING SOUTH TO THE
 HD0226'MOUNTAIN GROVE MUNICIPAL AIRPORT, 9.2 M (30.2 FT) SOUTH-SOUTHWEST OF
 HD0226'UTILITY POLE NUMBER 267, 3.3 M (10.8 FT) NORTHWEST OF THE NEAR RAIL,
 HD0226'AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0936 ***********************************************************************
 HD0936  DESIGNATION -  G 7 B 1
 HD0936  PID         -  HD0936
 HD0936  STATE/COUNTY-  MO/ST CLAIR
 HD0936  USGS QUAD   -  VISTA (1991)
 HD0936
 HD0936                         *CURRENT SURVEY CONTROL
 HD0936  ___________________________________________________________________
 HD0936* NAD 83(1986)-  37 55 10.     (N)    093 44 02.     (W)     SCALED    
 HD0936* NAVD 88     -       255.285  (meters)     837.55   (feet)  ADJUSTED  
 HD0936  ___________________________________________________________________
 HD0936  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HD0936  DYNAMIC HT  -         255.095 (meters)     836.92  (feet)  COMP
 HD0936  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 HD0936
 HD0936  VERT ORDER  -  SECOND    CLASS 0
 HD0936
 HD0936.The horizontal coordinates were scaled from a topographic map and have
 HD0936.an estimated accuracy of +/- 6 seconds.
 HD0936
 HD0936.The orthometric height was determined by differential leveling
 HD0936.and adjusted by the National Geodetic Survey in June 1991..
 HD0936
 HD0936.The geoid height was determined by GEOID03.
 HD0936
 HD0936.The dynamic height is computed by dividing the NAVD 88
 HD0936.geopotential number by the normal gravity value computed on the
 HD0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0936.degrees latitude (g = 980.6199 gals.).
 HD0936
 HD0936.The modeled gravity was interpolated from observed gravity values.
 HD0936
 HD0936;                    North         East    Units  Estimated Accuracy
 HD0936;SPC MO W     -   194,790.      917,360.      MT  (+/- 180 meters Scaled)
 HD0936
 HD0936                          SUPERSEDED SURVEY CONTROL
 HD0936
 HD0936  NGVD 29 (??/??/92)  255.17   (m)          837.2    (f) COMPUTED    2 0
 HD0936
 HD0936.Superseded values are not recommended for survey control.
 HD0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0936.See file dsdata.txt to determine how the superseded data were derived.
 HD0936
 HD0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB354971(NAD 83)
 HD0936_MARKER: Z = SEE DESCRIPTION
 HD0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0936_SP_SET: CONCRETE CYLINDER
 HD0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0936+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 HD0936
 HD0936  HISTORY     - Date     Condition        Report By
 HD0936  HISTORY     - UNK      MONUMENTED       DOD
 HD0936  HISTORY     - 1963     GOOD             NGS
 HD0936  HISTORY     - 19940913 GOOD             MODNR
 HD0936
 HD0936                          STATION DESCRIPTION
 HD0936
 HD0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0936'8.2 MI NW FROM COLLINS.
 HD0936'ABOUT 6.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 54 FROM THE
 HD0936'INTERSECTION WITH STATE HIGHWAY 13 AT COLLINS, THENCE 1.35
 HD0936'MILES NORTH ALONG STATE ROAD V, IN SECTION 31, T 37 N, R 25 W,
 HD0936'126 FEET EAST OF THE CENTER LINE OF STATE ROAD V, 85 FEET EAST
 HD0936'OF A FENCE, THE CENTER OF A TRIBACH MOUNTED ON THE TOP OF AN
 HD0936'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  NOTE-- THE ROD
 HD0936'WAS HELD OVER THE CENTER HOLE ON THE TOP SURFACE OF THE TRIBACH
 HD0936'WHICH IS COVERED WITH A METAL COVER.
 HD0936
 HD0936                          STATION RECOVERY (1994)
 HD0936
 HD0936'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0937 ***********************************************************************
 HD0937  DESIGNATION -  G 7 B 2
 HD0937  PID         -  HD0937
 HD0937  STATE/COUNTY-  MO/ST CLAIR
 HD0937  USGS QUAD   -  VISTA (1991)
 HD0937
 HD0937                         *CURRENT SURVEY CONTROL
 HD0937  ___________________________________________________________________
 HD0937* NAD 83(1986)-  37 55 01.     (N)    093 43 56.     (W)     SCALED    
 HD0937* NAVD 88     -       259.106  (meters)     850.08   (feet)  ADJUSTED  
 HD0937  ___________________________________________________________________
 HD0937  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HD0937  DYNAMIC HT  -         258.914 (meters)     849.45  (feet)  COMP
 HD0937  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 HD0937
 HD0937  VERT ORDER  -  SECOND    CLASS 0
 HD0937
 HD0937.The horizontal coordinates were scaled from a topographic map and have
 HD0937.an estimated accuracy of +/- 6 seconds.
 HD0937
 HD0937.The orthometric height was determined by differential leveling
 HD0937.and adjusted by the National Geodetic Survey in June 1991..
 HD0937
 HD0937.The geoid height was determined by GEOID03.
 HD0937
 HD0937.The dynamic height is computed by dividing the NAVD 88
 HD0937.geopotential number by the normal gravity value computed on the
 HD0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0937.degrees latitude (g = 980.6199 gals.).
 HD0937
 HD0937.The modeled gravity was interpolated from observed gravity values.
 HD0937
 HD0937;                    North         East    Units  Estimated Accuracy
 HD0937;SPC MO W     -   194,510.      917,510.      MT  (+/- 180 meters Scaled)
 HD0937
 HD0937                          SUPERSEDED SURVEY CONTROL
 HD0937
 HD0937  NGVD 29 (??/??/92)  258.99   (m)          849.7    (f) COMPUTED    2 0
 HD0937
 HD0937.Superseded values are not recommended for survey control.
 HD0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0937.See file dsdata.txt to determine how the superseded data were derived.
 HD0937
 HD0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB356968(NAD 83)
 HD0937_MARKER: Z = SEE DESCRIPTION
 HD0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0937_SP_SET: CONCRETE CYLINDER
 HD0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0937
 HD0937  HISTORY     - Date     Condition        Report By
 HD0937  HISTORY     - UNK      MONUMENTED       DOD
 HD0937  HISTORY     - 1963     GOOD             NGS
 HD0937
 HD0937                          STATION DESCRIPTION
 HD0937
 HD0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0937'8 MI NW FROM COLLINS.
 HD0937'ABOUT 6.8 MILE WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0937'OF U.S. HIGHWAY AND STATE HIGHWAY 13 AT COLLINS, THENCE 1.2
 HD0937'MILES NORTH ALONG STATE HIGHWAY V, 0.15 MILE SOUTH OF THE
 HD0937'JUNCTION OF STATE HIGHWAY 13 AND A DIRT ROAD WEST, 0.1 MILE
 HD0937'SOUTHEAST OF A WIRE GATE IN THE FENCE LINE ON THE EAST SIDE OF
 HD0937'THE HIGHWAY, 0.1 MILE SOUTH OF A LONE CEDAR TREE, 300 YARDS EAST
 HD0937'OF THE CENTER LINE OF THE HIGHWAY, THE CENTER OF A TRIBACH MOUNTED
 HD0937'ON THE TOP OF AN 18 INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 HD0937'NOTE-- THE ROD WAS HELD OVER THE CENTER HOLE ON THE TOP SURFACE
 HD0937'OF THE TRIBACH WHICH IS COVERED WITH A METAL COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0930 ***********************************************************************
 HD0930  DESIGNATION -  G 7 Y
 HD0930  PID         -  HD0930
 HD0930  STATE/COUNTY-  MO/ST CLAIR
 HD0930  USGS QUAD   -  VISTA (1991)
 HD0930
 HD0930                         *CURRENT SURVEY CONTROL
 HD0930  ___________________________________________________________________
 HD0930* NAD 83(1986)-  37 55 25.     (N)    093 44 05.     (W)     SCALED    
 HD0930* NAVD 88     -       286.149  (meters)     938.81   (feet)  ADJUSTED  
 HD0930  ___________________________________________________________________
 HD0930  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HD0930  DYNAMIC HT  -         285.937 (meters)     938.11  (feet)  COMP
 HD0930  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 HD0930
 HD0930  VERT ORDER  -  SECOND    CLASS 0
 HD0930
 HD0930.The horizontal coordinates were scaled from a topographic map and have
 HD0930.an estimated accuracy of +/- 6 seconds.
 HD0930
 HD0930.The orthometric height was determined by differential leveling
 HD0930.and adjusted by the National Geodetic Survey in June 1991..
 HD0930
 HD0930.The geoid height was determined by GEOID03.
 HD0930
 HD0930.The dynamic height is computed by dividing the NAVD 88
 HD0930.geopotential number by the normal gravity value computed on the
 HD0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0930.degrees latitude (g = 980.6199 gals.).
 HD0930
 HD0930.The modeled gravity was interpolated from observed gravity values.
 HD0930
 HD0930;                    North         East    Units  Estimated Accuracy
 HD0930;SPC MO W     -   195,250.      917,280.      MT  (+/- 180 meters Scaled)
 HD0930
 HD0930                          SUPERSEDED SURVEY CONTROL
 HD0930
 HD0930  NGVD 29 (??/??/92)  286.04   (m)          938.4    (f) COMPUTED    2 0
 HD0930
 HD0930.Superseded values are not recommended for survey control.
 HD0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0930.See file dsdata.txt to determine how the superseded data were derived.
 HD0930
 HD0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB354975(NAD 83)
 HD0930_MARKER: DS = TRIANGULATION STATION DISK
 HD0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0930_STAMPING: G 7 Y 1962
 HD0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0930+STABILITY: SURFACE MOTION
 HD0930
 HD0930  HISTORY     - Date     Condition        Report By
 HD0930  HISTORY     - 1962     MONUMENTED       CGS
 HD0930  HISTORY     - 1963     GOOD             NGS
 HD0930
 HD0930                          STATION DESCRIPTION
 HD0930
 HD0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0930'8.6 MI NW FROM COLLINS.
 HD0930'ABOUT 6.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 54 FROM THE
 HD0930'INTERSECTION WITH STATE HIGHWAY 13 AT COLLINS, THENCE 1.7 MILES
 HD0930'NORTH ALONG STATE ROAD V TO THE CREST OF A HILL, ON THE EAST SIDE
 HD0930'OF THE ROAD, THENCE 0.1 MILE WEST TO THE CREST OF A WOODED
 HD0930'HILL, 60.5 FEET EAST OF G 7 Y R.M. 2, 54.7 FEET SOUTH-SOUTHWEST
 HD0930'OF G 7 Y R.M. 1, 6.0 FEET EAST OF METAL WITNESS POST, AND SET IN
 HD0930'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0928 ***********************************************************************
 HD0928  DESIGNATION -  G 7 Y AZ MK
 HD0928  PID         -  HD0928
 HD0928  STATE/COUNTY-  MO/ST CLAIR
 HD0928  USGS QUAD   -  VISTA (1991)
 HD0928
 HD0928                         *CURRENT SURVEY CONTROL
 HD0928  ___________________________________________________________________
 HD0928* NAD 83(1986)-  37 55 26.     (N)    093 44 01.     (W)     SCALED    
 HD0928* NAVD 88     -       272.228  (meters)     893.13   (feet)  ADJUSTED  
 HD0928  ___________________________________________________________________
 HD0928  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HD0928  DYNAMIC HT  -         272.027 (meters)     892.48  (feet)  COMP
 HD0928  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 HD0928
 HD0928  VERT ORDER  -  SECOND    CLASS 0
 HD0928
 HD0928.The horizontal coordinates were scaled from a topographic map and have
 HD0928.an estimated accuracy of +/- 6 seconds.
 HD0928
 HD0928.The orthometric height was determined by differential leveling
 HD0928.and adjusted by the National Geodetic Survey in June 1991..
 HD0928
 HD0928.The geoid height was determined by GEOID03.
 HD0928
 HD0928.The dynamic height is computed by dividing the NAVD 88
 HD0928.geopotential number by the normal gravity value computed on the
 HD0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0928.degrees latitude (g = 980.6199 gals.).
 HD0928
 HD0928.The modeled gravity was interpolated from observed gravity values.
 HD0928
 HD0928;                    North         East    Units  Estimated Accuracy
 HD0928;SPC MO W     -   195,280.      917,380.      MT  (+/- 180 meters Scaled)
 HD0928
 HD0928                          SUPERSEDED SURVEY CONTROL
 HD0928
 HD0928  NGVD 29 (??/??/92)  272.12   (m)          892.8    (f) COMPUTED    2 0
 HD0928
 HD0928.Superseded values are not recommended for survey control.
 HD0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0928.See file dsdata.txt to determine how the superseded data were derived.
 HD0928
 HD0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB355976(NAD 83)
 HD0928_MARKER: DZ = AZIMUTH MARK DISK
 HD0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0928_STAMPING: G 7 Y 1962
 HD0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0928+STABILITY: SURFACE MOTION
 HD0928
 HD0928  HISTORY     - Date     Condition        Report By
 HD0928  HISTORY     - 1962     MONUMENTED       CGS
 HD0928  HISTORY     - 1963     GOOD             NGS
 HD0928
 HD0928                          STATION DESCRIPTION
 HD0928
 HD0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0928'8.5 MI NW FROM COLLINS.
 HD0928'ABOUT 6.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 54 FROM THE
 HD0928'INTERSECTION WITH STATE HIGHWAY 13 AT COLLINS, THENCE 1.7 MILES
 HD0928'NORTH ALONG STATE ROAD V, OR 1.15 MILES WEST ALONG STATE
 HD0928'HIGHWAY 13 FROM THE POST OFFICE AT VISTA, THENCE 6.75 MILES
 HD0928'SOUTHWEST ALONG STATE ROAD V, IN SECTION 31, T 37 N, R 25 W, 120
 HD0928'YARDS SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A TILE HOUSE,
 HD0928'119 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY, ON THE CREST OF
 HD0928'A HILL, 95 FEET SOUTH OF A CORNER FENCE POST, 40 1/2 FEET EAST
 HD0928'OF THE CENTER LINE OF THE ROAD, 22 1/2 FEET NORTH-NORTHEAST OF A
 HD0928'POWER POLE, 1 FOOT WEST OF A FENCE, 1.0 FEET WEST OF A METAL
 HD0928'WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND
 HD0928'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0929 ***********************************************************************
 HD0929  DESIGNATION -  G 7 Y RM 1
 HD0929  PID         -  HD0929
 HD0929  STATE/COUNTY-  MO/ST CLAIR
 HD0929  USGS QUAD   -  VISTA (1991)
 HD0929
 HD0929                         *CURRENT SURVEY CONTROL
 HD0929  ___________________________________________________________________
 HD0929* NAD 83(1986)-  37 55 25.     (N)    093 44 05.     (W)     SCALED    
 HD0929* NAVD 88     -       284.207  (meters)     932.44   (feet)  ADJUSTED  
 HD0929  ___________________________________________________________________
 HD0929  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HD0929  DYNAMIC HT  -         283.996 (meters)     931.74  (feet)  COMP
 HD0929  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 HD0929
 HD0929  VERT ORDER  -  SECOND    CLASS 0
 HD0929
 HD0929.The horizontal coordinates were scaled from a topographic map and have
 HD0929.an estimated accuracy of +/- 6 seconds.
 HD0929
 HD0929.The orthometric height was determined by differential leveling
 HD0929.and adjusted by the National Geodetic Survey in June 1991..
 HD0929
 HD0929.The geoid height was determined by GEOID03.
 HD0929
 HD0929.The dynamic height is computed by dividing the NAVD 88
 HD0929.geopotential number by the normal gravity value computed on the
 HD0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0929.degrees latitude (g = 980.6199 gals.).
 HD0929
 HD0929.The modeled gravity was interpolated from observed gravity values.
 HD0929
 HD0929;                    North         East    Units  Estimated Accuracy
 HD0929;SPC MO W     -   195,250.      917,280.      MT  (+/- 180 meters Scaled)
 HD0929
 HD0929                          SUPERSEDED SURVEY CONTROL
 HD0929
 HD0929  NGVD 29 (??/??/92)  284.10   (m)          932.1    (f) COMPUTED    2 0
 HD0929
 HD0929.Superseded values are not recommended for survey control.
 HD0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0929.See file dsdata.txt to determine how the superseded data were derived.
 HD0929
 HD0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB354975(NAD 83)
 HD0929_MARKER: DR = REFERENCE MARK DISK
 HD0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0929_STAMPING: G 7 Y NO 1 1962
 HD0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0929+STABILITY: SURFACE MOTION
 HD0929
 HD0929  HISTORY     - Date     Condition        Report By
 HD0929  HISTORY     - 1962     MONUMENTED       CGS
 HD0929  HISTORY     - 1963     GOOD             NGS
 HD0929
 HD0929                          STATION DESCRIPTION
 HD0929
 HD0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0929'8.6 MI NW FROM COLLINS.
 HD0929'ABOUT 6.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 54 FROM THE
 HD0929'INTERSECTION WITH STATE HIGHWAY 13 AT COLLINS, THENCE 1.7 MILES
 HD0929'NORTH ALONG STATE ROAD V TO THE CREST OF A HILL, ON THE EAST SIDE
 HD0929'OF THE ROAD, THENCE 0.1 MILE WEST TO THE CREST OF A WOODED
 HD0929'HILL, 60.5 FEET EAST OF G 7 Y R.M. 2 54.7 FEET NORTH-NORTHEAST
 HD0929'OF G 7 Y 1962, ABOUT 8 FEET BELOW THE LEVEL OF THE STATION, AND
 HD0929'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0931 ***********************************************************************
 HD0931  DESIGNATION -  G 7 Y RM 2
 HD0931  PID         -  HD0931
 HD0931  STATE/COUNTY-  MO/ST CLAIR
 HD0931  USGS QUAD   -  VISTA (1991)
 HD0931
 HD0931                         *CURRENT SURVEY CONTROL
 HD0931  ___________________________________________________________________
 HD0931* NAD 83(1986)-  37 55 24.     (N)    093 44 06.     (W)     SCALED    
 HD0931* NAVD 88     -       285.740  (meters)     937.47   (feet)  ADJUSTED  
 HD0931  ___________________________________________________________________
 HD0931  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HD0931  DYNAMIC HT  -         285.528 (meters)     936.77  (feet)  COMP
 HD0931  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 HD0931
 HD0931  VERT ORDER  -  SECOND    CLASS 0
 HD0931
 HD0931.The horizontal coordinates were scaled from a topographic map and have
 HD0931.an estimated accuracy of +/- 6 seconds.
 HD0931
 HD0931.The orthometric height was determined by differential leveling
 HD0931.and adjusted by the National Geodetic Survey in June 1991..
 HD0931
 HD0931.The geoid height was determined by GEOID03.
 HD0931
 HD0931.The dynamic height is computed by dividing the NAVD 88
 HD0931.geopotential number by the normal gravity value computed on the
 HD0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0931.degrees latitude (g = 980.6199 gals.).
 HD0931
 HD0931.The modeled gravity was interpolated from observed gravity values.
 HD0931
 HD0931;                    North         East    Units  Estimated Accuracy
 HD0931;SPC MO W     -   195,220.      917,260.      MT  (+/- 180 meters Scaled)
 HD0931
 HD0931                          SUPERSEDED SURVEY CONTROL
 HD0931
 HD0931  NGVD 29 (??/??/92)  285.63   (m)          937.1    (f) COMPUTED    2 0
 HD0931
 HD0931.Superseded values are not recommended for survey control.
 HD0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0931.See file dsdata.txt to determine how the superseded data were derived.
 HD0931
 HD0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB354975(NAD 83)
 HD0931_MARKER: DR = REFERENCE MARK DISK
 HD0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0931_STAMPING: G 7 Y NO 2 1962
 HD0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0931+STABILITY: SURFACE MOTION
 HD0931
 HD0931  HISTORY     - Date     Condition        Report By
 HD0931  HISTORY     - 1962     MONUMENTED       CGS
 HD0931  HISTORY     - 1963     GOOD             NGS
 HD0931
 HD0931                          STATION DESCRIPTION
 HD0931
 HD0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0931'8.6 MI NW FROM COLLINS.
 HD0931'ABOUT 6.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 54 FROM THE
 HD0931'INTERSECTION WITH STATE HIGHWAY 13 AT COLLINS, THENCE 1.7 MILES
 HD0931'NORTH ALONG STATE ROAD V, TO THE CREST OF A HILL, ON THE EAST
 HD0931'SIDE OF THE ROAD, THENCE 0.1 MILE WEST TO THE CREST OF A WOODED
 HD0931'HILL, 60.5 FEET WEST OF G 7 Y 1962, ABOUT 2 1/2 FEET BELOW
 HD0931'THE LEVEL OF G 7 Y 1962, AND SET IN THE TOP OF A CONCRETE
 HD0931'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0934 ***********************************************************************
 HD0934  DESIGNATION -  G 7 Z
 HD0934  PID         -  HD0934
 HD0934  STATE/COUNTY-  MO/ST CLAIR
 HD0934  USGS QUAD   -  VISTA (1991)
 HD0934
 HD0934                         *CURRENT SURVEY CONTROL
 HD0934  ___________________________________________________________________
 HD0934* NAD 83(1986)-  37 55 08.     (N)    093 44 52.     (W)     SCALED    
 HD0934* NAVD 88     -       278.644  (meters)     914.18   (feet)  ADJUSTED  
 HD0934  ___________________________________________________________________
 HD0934  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HD0934  DYNAMIC HT  -         278.438 (meters)     913.51  (feet)  COMP
 HD0934  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 HD0934
 HD0934  VERT ORDER  -  SECOND    CLASS 0
 HD0934
 HD0934.The horizontal coordinates were scaled from a topographic map and have
 HD0934.an estimated accuracy of +/- 6 seconds.
 HD0934
 HD0934.The orthometric height was determined by differential leveling
 HD0934.and adjusted by the National Geodetic Survey in June 1991..
 HD0934
 HD0934.The geoid height was determined by GEOID03.
 HD0934
 HD0934.The dynamic height is computed by dividing the NAVD 88
 HD0934.geopotential number by the normal gravity value computed on the
 HD0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0934.degrees latitude (g = 980.6199 gals.).
 HD0934
 HD0934.The modeled gravity was interpolated from observed gravity values.
 HD0934
 HD0934;                    North         East    Units  Estimated Accuracy
 HD0934;SPC MO W     -   194,710.      916,140.      MT  (+/- 180 meters Scaled)
 HD0934
 HD0934                          SUPERSEDED SURVEY CONTROL
 HD0934
 HD0934  NGVD 29 (??/??/92)  278.53   (m)          913.8    (f) COMPUTED    2 0
 HD0934
 HD0934.Superseded values are not recommended for survey control.
 HD0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0934.See file dsdata.txt to determine how the superseded data were derived.
 HD0934
 HD0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB342970(NAD 83)
 HD0934_MARKER: DS = TRIANGULATION STATION DISK
 HD0934_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HD0934_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HD0934_STAMPING: G 7 Z 1962
 HD0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0934
 HD0934  HISTORY     - Date     Condition        Report By
 HD0934  HISTORY     - 1962     MONUMENTED       CGS
 HD0934  HISTORY     - 1963     GOOD             NGS
 HD0934
 HD0934                          STATION DESCRIPTION
 HD0934
 HD0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0934'9 MI NW FROM COLLINS.
 HD0934'ABOUT 6.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 54 FROM THE
 HD0934'INTERSECTION WITH STATE HIGHWAY 13 AT COLLINS, THENCE 1.35 MILES
 HD0934'NORTH ALONG STATE ROAD V, THENCE 0.75 MILE WEST ALONG A GRADED
 HD0934'DIRT ROAD TO A SHARP CURVE IN THE ROAD, THENCE 0.1 MILE SOUTH
 HD0934'TO THE CREST OF A HILL, 107 YARDS SOUTH OF A FENCE ON THE SOUTH
 HD0934'SIDE OF A CURVE IN THE ROAD, 0.15 MILE WEST OF A FARMHOUSE,
 HD0934'14 1/2 FEET EAST OF A FENCE, 14.5 FEET WEST OF A METAL WITNESS
 HD0934'POST, 79.2 FEET EAST-NORTHEAST OF G 7 Z R.M. 1, 79.0 FEET
 HD0934'SOUTHEAST OF G 7 Z R.M. 2, AND ON THE TOP OF A 2-INCH IRON
 HD0934'PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0935 ***********************************************************************
 HD0935  DESIGNATION -  G 7 Z RM 1
 HD0935  PID         -  HD0935
 HD0935  STATE/COUNTY-  MO/ST CLAIR
 HD0935  USGS QUAD   -  VISTA (1991)
 HD0935
 HD0935                         *CURRENT SURVEY CONTROL
 HD0935  ___________________________________________________________________
 HD0935* NAD 83(1986)-  37 55 07.     (N)    093 44 53.     (W)     SCALED    
 HD0935* NAVD 88     -       277.347  (meters)     909.93   (feet)  ADJUSTED  
 HD0935  ___________________________________________________________________
 HD0935  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HD0935  DYNAMIC HT  -         277.141 (meters)     909.25  (feet)  COMP
 HD0935  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 HD0935
 HD0935  VERT ORDER  -  SECOND    CLASS 0
 HD0935
 HD0935.The horizontal coordinates were scaled from a topographic map and have
 HD0935.an estimated accuracy of +/- 6 seconds.
 HD0935
 HD0935.The orthometric height was determined by differential leveling
 HD0935.and adjusted by the National Geodetic Survey in June 1991..
 HD0935
 HD0935.The geoid height was determined by GEOID03.
 HD0935
 HD0935.The dynamic height is computed by dividing the NAVD 88
 HD0935.geopotential number by the normal gravity value computed on the
 HD0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0935.degrees latitude (g = 980.6199 gals.).
 HD0935
 HD0935.The modeled gravity was interpolated from observed gravity values.
 HD0935
 HD0935;                    North         East    Units  Estimated Accuracy
 HD0935;SPC MO W     -   194,680.      916,120.      MT  (+/- 180 meters Scaled)
 HD0935
 HD0935                          SUPERSEDED SURVEY CONTROL
 HD0935
 HD0935  NGVD 29 (??/??/92)  277.24   (m)          909.6    (f) COMPUTED    2 0
 HD0935
 HD0935.Superseded values are not recommended for survey control.
 HD0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0935.See file dsdata.txt to determine how the superseded data were derived.
 HD0935
 HD0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB342970(NAD 83)
 HD0935_MARKER: DR = REFERENCE MARK DISK
 HD0935_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HD0935_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HD0935_STAMPING: G 7 Z NO 1 1962
 HD0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0935
 HD0935  HISTORY     - Date     Condition        Report By
 HD0935  HISTORY     - 1962     MONUMENTED       CGS
 HD0935  HISTORY     - 1963     GOOD             NGS
 HD0935
 HD0935                          STATION DESCRIPTION
 HD0935
 HD0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0935'9 MI NW FROM COLLINS.
 HD0935'ABOUT 6.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 54 FROM THE
 HD0935'INTERSECTION WITH STATE HIGHWAY 13 AT COLLINS, THENCE 1.35 MILES
 HD0935'NORTH ALONG STATE ROAD V, THENCE 0.75 MILE WEST ALONG A GRADED
 HD0935'DIRT ROAD TO A SHARP CURVE IN THE ROAD, THENCE 0.1 MILE SOUTH
 HD0935'TO THE CREST OF A HILL, 79.2 FEET SOUTH-SOUTHWEST OF G 7 Z 1962,
 HD0935'50 1/2 FEET WEST OF A FENCE, AND ON THE TOP OF A 2-INCH IRON PIPE
 HD0935'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0933 ***********************************************************************
 HD0933  DESIGNATION -  G 7 Z RM 2
 HD0933  PID         -  HD0933
 HD0933  STATE/COUNTY-  MO/ST CLAIR
 HD0933  USGS QUAD   -  VISTA (1991)
 HD0933
 HD0933                         *CURRENT SURVEY CONTROL
 HD0933  ___________________________________________________________________
 HD0933* NAD 83(1986)-  37 55 08.     (N)    093 44 54.     (W)     SCALED    
 HD0933* NAVD 88     -       276.353  (meters)     906.67   (feet)  ADJUSTED  
 HD0933  ___________________________________________________________________
 HD0933  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HD0933  DYNAMIC HT  -         276.149 (meters)     906.00  (feet)  COMP
 HD0933  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 HD0933
 HD0933  VERT ORDER  -  SECOND    CLASS 0
 HD0933
 HD0933.The horizontal coordinates were scaled from a topographic map and have
 HD0933.an estimated accuracy of +/- 6 seconds.
 HD0933
 HD0933.The orthometric height was determined by differential leveling
 HD0933.and adjusted by the National Geodetic Survey in June 1991..
 HD0933
 HD0933.The geoid height was determined by GEOID03.
 HD0933
 HD0933.The dynamic height is computed by dividing the NAVD 88
 HD0933.geopotential number by the normal gravity value computed on the
 HD0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0933.degrees latitude (g = 980.6199 gals.).
 HD0933
 HD0933.The modeled gravity was interpolated from observed gravity values.
 HD0933
 HD0933;                    North         East    Units  Estimated Accuracy
 HD0933;SPC MO W     -   194,710.      916,090.      MT  (+/- 180 meters Scaled)
 HD0933
 HD0933                          SUPERSEDED SURVEY CONTROL
 HD0933
 HD0933  NGVD 29 (??/??/92)  276.24   (m)          906.3    (f) COMPUTED    2 0
 HD0933
 HD0933.Superseded values are not recommended for survey control.
 HD0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0933.See file dsdata.txt to determine how the superseded data were derived.
 HD0933
 HD0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB342970(NAD 83)
 HD0933_MARKER: DR = REFERENCE MARK DISK
 HD0933_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HD0933_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HD0933_STAMPING: G 7 Z NO 2 1962
 HD0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0933
 HD0933  HISTORY     - Date     Condition        Report By
 HD0933  HISTORY     - 1962     MONUMENTED       CGS
 HD0933  HISTORY     - 1963     GOOD             NGS
 HD0933
 HD0933                          STATION DESCRIPTION
 HD0933
 HD0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0933'9 MI NW FROM COLLINS.
 HD0933'ABOUT 6.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 54 FROM THE
 HD0933'INTERSECTION WITH STATE HIGHWAY 13 AT COLLINS, THENCE 1.35 MILES
 HD0933'NORTH ALONG STATE ROAD V, THENCE 0.75 MILE WEST ALONG A GRADED
 HD0933'DIRT ROAD TO A SHARP CURVE IN THE ROAD, THENCE 0.1 MILE SOUTH
 HD0933'TO THE CREST OF A HILL, IN SECTION 1, T 36 N, R 26 W, 79.0 FEET
 HD0933'NORTHWEST OF G 7 Z 1962, 21 FEET WEST OF A FENCE, AND BRAZED ON
 HD0933'THE TOP OF A 2-INCH IRON PIPE PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0089 ***********************************************************************
 LF0089  DESIGNATION -  G 71
 LF0089  PID         -  LF0089
 LF0089  STATE/COUNTY-  MO/WORTH
 LF0089  USGS QUAD   -  GRANT CITY (1984)
 LF0089
 LF0089                         *CURRENT SURVEY CONTROL
 LF0089  ___________________________________________________________________
 LF0089* NAD 83(1986)-  40 28 13.     (N)    094 24 57.     (W)     SCALED    
 LF0089* NAVD 88     -       332.260  (meters)    1090.09   (feet)  ADJUSTED  
 LF0089  ___________________________________________________________________
 LF0089  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LF0089  DYNAMIC HT  -         332.085 (meters)    1089.52  (feet)  COMP
 LF0089  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 LF0089
 LF0089  VERT ORDER  -  SECOND    CLASS 0
 LF0089
 LF0089.The horizontal coordinates were scaled from a topographic map and have
 LF0089.an estimated accuracy of +/- 6 seconds.
 LF0089
 LF0089.The orthometric height was determined by differential leveling
 LF0089.and adjusted by the National Geodetic Survey in June 1991..
 LF0089
 LF0089.The geoid height was determined by GEOID03.
 LF0089
 LF0089.The dynamic height is computed by dividing the NAVD 88
 LF0089.geopotential number by the normal gravity value computed on the
 LF0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0089.degrees latitude (g = 980.6199 gals.).
 LF0089
 LF0089.The modeled gravity was interpolated from observed gravity values.
 LF0089
 LF0089;                    North         East    Units  Estimated Accuracy
 LF0089;SPC MO W     -   477,690.      857,140.      MT  (+/- 180 meters Scaled)
 LF0089
 LF0089                          SUPERSEDED SURVEY CONTROL
 LF0089
 LF0089  NGVD 29 (??/??/92)  332.166  (m)         1089.78   (f) ADJ UNCH    2 0
 LF0089
 LF0089.Superseded values are not recommended for survey control.
 LF0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0089.See file dsdata.txt to determine how the superseded data were derived.
 LF0089
 LF0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE799809(NAD 83)
 LF0089_MARKER: DB = BENCH MARK DISK
 LF0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0089_STAMPING: G 71 1935
 LF0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0089+STABILITY: SURFACE MOTION
 LF0089
 LF0089  HISTORY     - Date     Condition        Report By
 LF0089  HISTORY     - 1935     MONUMENTED       CGS
 LF0089  HISTORY     - 1982     MARK NOT FOUND   USGS
 LF0089
 LF0089                          STATION DESCRIPTION
 LF0089
 LF0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0089'1.1 MI SE FROM GRANT CITY.
 LF0089'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0089'RAILROAD FROM THE PUBLIC SCHOOL AT GRANT CITY, 3 POLES NORTHEAST
 LF0089'OF MILEPOST 47, AT A ROAD CROSSING, 41 FEET NORTHWEST OF THE
 LF0089'CENTERLINE OF THE TRACK, 18 FEET NORTHEAST OF THE CENTERLINE
 LF0089'OF THE ROAD, 4 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 LF0089'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LF0089'G 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0089
 LF0089                          STATION RECOVERY (1982)
 LF0089
 LF0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LF0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0431 ***********************************************************************
 KE0431  DESIGNATION -  G 72
 KE0431  PID         -  KE0431
 KE0431  STATE/COUNTY-  MO/ANDREW
 KE0431  USGS QUAD   -  UNION STAR (1983)
 KE0431
 KE0431                         *CURRENT SURVEY CONTROL
 KE0431  ___________________________________________________________________
 KE0431* NAD 83(1986)-  39 57 56.     (N)    094 36 25.     (W)     SCALED    
 KE0431* NAVD 88     -       284.404  (meters)     933.08   (feet)  ADJUSTED  
 KE0431  ___________________________________________________________________
 KE0431  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KE0431  DYNAMIC HT  -         284.240 (meters)     932.54  (feet)  COMP
 KE0431  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 KE0431
 KE0431  VERT ORDER  -  SECOND    CLASS 0
 KE0431
 KE0431.The horizontal coordinates were scaled from a topographic map and have
 KE0431.an estimated accuracy of +/- 6 seconds.
 KE0431
 KE0431.The orthometric height was determined by differential leveling
 KE0431.and adjusted by the National Geodetic Survey in June 1991..
 KE0431
 KE0431.The geoid height was determined by GEOID03.
 KE0431
 KE0431.The dynamic height is computed by dividing the NAVD 88
 KE0431.geopotential number by the normal gravity value computed on the
 KE0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0431.degrees latitude (g = 980.6199 gals.).
 KE0431
 KE0431.The modeled gravity was interpolated from observed gravity values.
 KE0431
 KE0431;                    North         East    Units  Estimated Accuracy
 KE0431;SPC MO W     -   421,650.      840,860.      MT  (+/- 180 meters Scaled)
 KE0431
 KE0431                          SUPERSEDED SURVEY CONTROL
 KE0431
 KE0431  NGVD 29 (??/??/92)  284.313  (m)          932.78   (f) ADJ UNCH    2 0
 KE0431
 KE0431.Superseded values are not recommended for survey control.
 KE0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0431.See file dsdata.txt to determine how the superseded data were derived.
 KE0431
 KE0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE627251(NAD 83)
 KE0431_MARKER: DB = BENCH MARK DISK
 KE0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0431_STAMPING: G 72 1935
 KE0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0431+STABILITY: SURFACE MOTION
 KE0431
 KE0431  HISTORY     - Date     Condition        Report By
 KE0431  HISTORY     - 1935     MONUMENTED       CGS
 KE0431  HISTORY     - 1959     GOOD             NGS
 KE0431  HISTORY     - 1980     MARK NOT FOUND   USGS
 KE0431
 KE0431                          STATION DESCRIPTION
 KE0431
 KE0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0431'1.3 MI SW FROM UNION STAR.
 KE0431'IN ANDREW COUNTY, 1.3 MILES SOUTHWEST ALONG THE CHICAGO,
 KE0431'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT UNION STAR,
 KE0431'DE KALB COUNTY, 125 FEET EAST OF MILEPOST 121, AT THE CROSSING
 KE0431'OF A ROAD LEADING SOUTH, 46 FEET SOUTHEAST OF THE CENTER OF
 KE0431'RAILROAD AND ROAD CROSSING, 28 FEET EAST OF THE CENTER OF GRAVEL
 KE0431'ROAD, 6 FEET NORTHEAST OF RAILROAD RIGHT-OF-WAY FENCE CORNER,
 KE0431'AND 2.5 FEET NORTHWEST OF RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD
 KE0431'DISK, STAMPED G 72 1935 AND SET IN THE TOP OF A CONCRETE POST
 KE0431'PROJECTING 1 INCH BELOW THE SURFACE OF THE GROUND.  NOTE-- THE
 KE0431'TOP OF THE MARK IS SLIGHTLY DAMAGED, BUT IT SEEMED TO BE SOLID
 KE0431'IN THE GROUND.
 KE0431
 KE0431                          STATION RECOVERY (1980)
 KE0431
 KE0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KE0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0291 ***********************************************************************
 KE0291  DESIGNATION -  G 75
 KE0291  PID         -  KE0291
 KE0291  STATE/COUNTY-  MO/CLINTON
 KE0291  USGS QUAD   -  SMITHVILLE (1975)
 KE0291
 KE0291                         *CURRENT SURVEY CONTROL
 KE0291  ___________________________________________________________________
 KE0291* NAD 83(1986)-  39 28 12.     (N)    094 33 52.     (W)     SCALED    
 KE0291* NAVD 88     -       283.946  (meters)     931.58   (feet)  ADJUSTED  
 KE0291  ___________________________________________________________________
 KE0291  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE0291  DYNAMIC HT  -         283.772 (meters)     931.01  (feet)  COMP
 KE0291  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 KE0291
 KE0291  VERT ORDER  -  SECOND    CLASS 0
 KE0291
 KE0291.The horizontal coordinates were scaled from a topographic map and have
 KE0291.an estimated accuracy of +/- 6 seconds.
 KE0291
 KE0291.The orthometric height was determined by differential leveling
 KE0291.and adjusted by the National Geodetic Survey in June 1991..
 KE0291
 KE0291.The geoid height was determined by GEOID03.
 KE0291
 KE0291.The dynamic height is computed by dividing the NAVD 88
 KE0291.geopotential number by the normal gravity value computed on the
 KE0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0291.degrees latitude (g = 980.6199 gals.).
 KE0291
 KE0291.The modeled gravity was interpolated from observed gravity values.
 KE0291
 KE0291;                    North         East    Units  Estimated Accuracy
 KE0291;SPC MO W     -   366,630.      844,460.      MT  (+/- 180 meters Scaled)
 KE0291
 KE0291                          SUPERSEDED SURVEY CONTROL
 KE0291
 KE0291  NGVD 29 (??/??/92)  283.842  (m)          931.24   (f) ADJ UNCH    2 0
 KE0291
 KE0291.Superseded values are not recommended for survey control.
 KE0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0291.See file dsdata.txt to determine how the superseded data were derived.
 KE0291
 KE0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD654701(NAD 83)
 KE0291_MARKER: DB = BENCH MARK DISK
 KE0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0291_SP_SET: CULVERT
 KE0291_STAMPING: G 75 1935
 KE0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0291
 KE0291  HISTORY     - Date     Condition        Report By
 KE0291  HISTORY     - 1935     MONUMENTED       CGS
 KE0291  HISTORY     - 1958     GOOD             NGS
 KE0291  HISTORY     - 20060211 GOOD             GEOCAC
 KE0291
 KE0291                          STATION DESCRIPTION
 KE0291
 KE0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0291'AT TRIMBLE.
 KE0291'AT TRIMBLE, 0.15 MILE SOUTH OF THE BUSINESS DISTRICT, AT
 KE0291'THE SOUTH EDGE OF TOWN, ABOUT 150 FEET SOUTHEAST OF THE OLD
 KE0291'ROADBED OF THE ABANDONED QUINCY, OMAHA AND KANSAS CITY RAILROAD,
 KE0291'AT A 6- BY 10-FOOT CULVERT UNDER THE MAIN NORTH-AND-SOUTH
 KE0291'STREET WHICH WAS OLD U.S. HIGHWAY 169, IN THE TOP OF THE NORTH
 KE0291'END OF THE EAST HEADWALL, AND 12 FEET EAST OF THE CENTERLINE
 KE0291'OF THE STREET.  THE TOP LAYER ON THE EAST HEADWALL IS CHIPPED
 KE0291'AWAY AT THE NORTH END NEAR THE DISK, BUT THE MARK IS STILL
 KE0291'IN PLACE AND IN GOOD CONDITION.
 KE0291
 KE0291                          STATION RECOVERY (2006)
 KE0291
 KE0291'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0291'OLD US HWY 169 IS NOW MO HWY F. THE DISK IS SOUTH OF A CARSONITE
 KE0291'WITNESS POST. THE DISK PROJECTS ABOUT 1 INCH FROM THE TOP SURFACE OF
 KE0291'THE HEADWALL BUT IS SOLID.
 KE0291' 
 KE0291'HH2 N39 28 11.8 W94 33 53.0 (NAD83)
 KE0291' 
 KE0291' 
 KE0291' 
 KE0291' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0124 ***********************************************************************
 LF0124  DESIGNATION -  G 77
 LF0124  PID         -  LF0124
 LF0124  STATE/COUNTY-  MO/DAVIESS
 LF0124  USGS QUAD   -  COFFEY (1984)
 LF0124
 LF0124                         *CURRENT SURVEY CONTROL
 LF0124  ___________________________________________________________________
 LF0124* NAD 83(1986)-  40 02 04.     (N)    094 01 25.     (W)     SCALED    
 LF0124* NAVD 88     -       234.691  (meters)     769.98   (feet)  ADJUSTED  
 LF0124  ___________________________________________________________________
 LF0124  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LF0124  DYNAMIC HT  -         234.560 (meters)     769.55  (feet)  COMP
 LF0124  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 LF0124
 LF0124  VERT ORDER  -  SECOND    CLASS 0
 LF0124
 LF0124.The horizontal coordinates were scaled from a topographic map and have
 LF0124.an estimated accuracy of +/- 6 seconds.
 LF0124
 LF0124.The orthometric height was determined by differential leveling
 LF0124.and adjusted by the National Geodetic Survey in June 1991..
 LF0124
 LF0124.The geoid height was determined by GEOID03.
 LF0124
 LF0124.The dynamic height is computed by dividing the NAVD 88
 LF0124.geopotential number by the normal gravity value computed on the
 LF0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0124.degrees latitude (g = 980.6199 gals.).
 LF0124
 LF0124.The modeled gravity was interpolated from observed gravity values.
 LF0124
 LF0124;                    North         East    Units  Estimated Accuracy
 LF0124;SPC MO W     -   429,400.      890,660.      MT  (+/- 180 meters Scaled)
 LF0124
 LF0124                          SUPERSEDED SURVEY CONTROL
 LF0124
 LF0124  NGVD 29 (??/??/92)  234.636  (m)          769.80   (f) ADJ UNCH    2 0
 LF0124
 LF0124.Superseded values are not recommended for survey control.
 LF0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0124.See file dsdata.txt to determine how the superseded data were derived.
 LF0124
 LF0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE126320(NAD 83)
 LF0124_MARKER: DB = BENCH MARK DISK
 LF0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0124_SP_SET: BRIDGE
 LF0124_STAMPING: G 77 1935
 LF0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0124
 LF0124  HISTORY     - Date     Condition        Report By
 LF0124  HISTORY     - 1935     MONUMENTED       CGS
 LF0124
 LF0124                          STATION DESCRIPTION
 LF0124
 LF0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0124'3.3 MI W FROM JAMESON.
 LF0124'3.3 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 LF0124'JAMESON, THENCE 400 FEET NORTH ALONG A ROAD, 2 POLES NORTHWEST
 LF0124'OF RAILROAD BRIDGE 902, AT A 50-FOOT BRIDGE ON THE ROAD, IN THE
 LF0124'TOP OF THE SOUTHWEST CONCRETE WING WALL, AND LEVEL WITH THE
 LF0124'ROAD.  A STANDARD DISK, STAMPED G 77 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0327 ***********************************************************************
 KD0327  DESIGNATION -  G 78
 KD0327  PID         -  KD0327
 KD0327  STATE/COUNTY-  MO/LINN
 KD0327  USGS QUAD   -  FOUNTAIN GROVE (1984)
 KD0327
 KD0327                         *CURRENT SURVEY CONTROL
 KD0327  ___________________________________________________________________
 KD0327* NAD 83(1986)-  39 42 30.     (N)    093 19 06.     (W)     SCALED    
 KD0327* NAVD 88     -       204.310  (meters)     670.31   (feet)  ADJUSTED  
 KD0327  ___________________________________________________________________
 KD0327  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KD0327  DYNAMIC HT  -         204.193 (meters)     669.92  (feet)  COMP
 KD0327  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 KD0327
 KD0327  VERT ORDER  -  SECOND    CLASS 0
 KD0327
 KD0327.The horizontal coordinates were scaled from a topographic map and have
 KD0327.an estimated accuracy of +/- 6 seconds.
 KD0327
 KD0327.The orthometric height was determined by differential leveling
 KD0327.and adjusted by the National Geodetic Survey in June 1991..
 KD0327
 KD0327.The geoid height was determined by GEOID03.
 KD0327
 KD0327.The dynamic height is computed by dividing the NAVD 88
 KD0327.geopotential number by the normal gravity value computed on the
 KD0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0327.degrees latitude (g = 980.6199 gals.).
 KD0327
 KD0327.The modeled gravity was interpolated from observed gravity values.
 KD0327
 KD0327;                    North         East    Units  Estimated Accuracy
 KD0327;SPC MO C     -   430,390.      429,830.      MT  (+/- 180 meters Scaled)
 KD0327
 KD0327                          SUPERSEDED SURVEY CONTROL
 KD0327
 KD0327  NGVD 29 (??/??/92)  204.270  (m)          670.18   (f) ADJ UNCH    2 0
 KD0327
 KD0327.Superseded values are not recommended for survey control.
 KD0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0327.See file dsdata.txt to determine how the superseded data were derived.
 KD0327
 KD0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD727954(NAD 83)
 KD0327_MARKER: DB = BENCH MARK DISK
 KD0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0327_SP_SET: BRIDGE
 KD0327_STAMPING: G 78 1935
 KD0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0327
 KD0327  HISTORY     - Date     Condition        Report By
 KD0327  HISTORY     - 1935     MONUMENTED       CGS
 KD0327
 KD0327                          STATION DESCRIPTION
 KD0327
 KD0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0327'AT FOUNTAIN GROVE.
 KD0327'AT FOUNTAIN GROVE, LINN COUNTY, ON THE WABASH RAILROAD, 5 POLES
 KD0327'NORTHWEST OF THE STATION SIGN, AT BRIDGE 783, IN THE TOP OF THE
 KD0327'NORTHEAST HEADWALL, 11 FEET NORTHEAST OF THE CENTERLINE OF THE
 KD0327'TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G
 KD0327'78 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0856 ***********************************************************************
 KD0856  DESIGNATION -  G 79
 KD0856  PID         -  KD0856
 KD0856  STATE/COUNTY-  MO/LIVINGSTON
 KD0856  USGS QUAD   -  UTICA WEST (1984)
 KD0856
 KD0856                         *CURRENT SURVEY CONTROL
 KD0856  ___________________________________________________________________
 KD0856* NAD 83(1986)-  39 38 09.     (N)    093 44 27.     (W)     SCALED    
 KD0856* NAVD 88     -       218.016  (meters)     715.27   (feet)  ADJUSTED  
 KD0856  ___________________________________________________________________
 KD0856  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KD0856  DYNAMIC HT  -         217.886 (meters)     714.85  (feet)  COMP
 KD0856  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 KD0856
 KD0856  VERT ORDER  -  SECOND    CLASS 0
 KD0856
 KD0856.The horizontal coordinates were scaled from a topographic map and have
 KD0856.an estimated accuracy of +/- 6 seconds.
 KD0856
 KD0856.The orthometric height was determined by differential leveling
 KD0856.and adjusted by the National Geodetic Survey in June 1991..
 KD0856
 KD0856.The geoid height was determined by GEOID03.
 KD0856
 KD0856.The dynamic height is computed by dividing the NAVD 88
 KD0856.geopotential number by the normal gravity value computed on the
 KD0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0856.degrees latitude (g = 980.6199 gals.).
 KD0856
 KD0856.The modeled gravity was interpolated from observed gravity values.
 KD0856
 KD0856;                    North         East    Units  Estimated Accuracy
 KD0856;SPC MO C     -   422,750.      393,490.      MT  (+/- 180 meters Scaled)
 KD0856
 KD0856                          SUPERSEDED SURVEY CONTROL
 KD0856
 KD0856  NGVD 29 (??/??/92)  217.955  (m)          715.07   (f) ADJ UNCH    2 0
 KD0856
 KD0856.Superseded values are not recommended for survey control.
 KD0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0856.See file dsdata.txt to determine how the superseded data were derived.
 KD0856
 KD0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD364876(NAD 83)
 KD0856_MARKER: DB = BENCH MARK DISK
 KD0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0856_STAMPING: G 79 1935
 KD0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0856+STABILITY: SURFACE MOTION
 KD0856
 KD0856  HISTORY     - Date     Condition        Report By
 KD0856  HISTORY     - 1935     MONUMENTED       CGS
 KD0856  HISTORY     - 1964     MARK NOT FOUND   NGS
 KD0856
 KD0856                          STATION DESCRIPTION
 KD0856
 KD0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0856'2.3 MI SW FROM LUDLOW.
 KD0856'2.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 KD0856'PACIFIC RAILROAD FROM THE STATION AT LUDLOW, LIVINGSTON COUNTY,
 KD0856'7 POLES EAST OF BRIDGE 1734, AT A ROAD CROSSING, 28 FEET WEST
 KD0856'OF THE CENTERLINE OF THE ROAD, 25 FEET SOUTH OF THE CENTERLINE
 KD0856'OF THE TRACK, 4 FEET NORTHEAST OF A POLE, AND ABOUT 6 FEET LOWER
 KD0856'THAN THE TRACK.  A STANDARD DISK, STAMPED G 79 1935 AND SET
 KD0856'IN THE TOP OF A CONCRETE POST.
 KD0856
 KD0856                          STATION RECOVERY (1964)
 KD0856
 KD0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0326 ***********************************************************************
 LF0326  DESIGNATION -  G 80
 LF0326  PID         -  LF0326
 LF0326  STATE/COUNTY-  MO/HOLT
 LF0326  USGS QUAD   -  MAITLAND (1981)
 LF0326
 LF0326                         *CURRENT SURVEY CONTROL
 LF0326  ___________________________________________________________________
 LF0326* NAD 83(1986)-  40 09 33.     (N)    095 07 13.     (W)     SCALED    
 LF0326* NAVD 88     -       292.959  (meters)     961.15   (feet)  POSTED    
 LF0326  ___________________________________________________________________
 LF0326  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 LF0326  DYNAMIC HT  -         292.800 (meters)     960.63  (feet)  COMP
 LF0326  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 LF0326
 LF0326  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LF0326
 LF0326.The horizontal coordinates were scaled from a topographic map and have
 LF0326.an estimated accuracy of +/- 6 seconds.
 LF0326
 LF0326.The orthometric height was determined by differential leveling
 LF0326.and adjusted by the National Geodetic Survey in 1992..
 LF0326.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LF0326.rate of 0.0 thru 1.0 mm/km.
 LF0326
 LF0326.The geoid height was determined by GEOID03.
 LF0326
 LF0326.The dynamic height is computed by dividing the NAVD 88
 LF0326.geopotential number by the normal gravity value computed on the
 LF0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0326.degrees latitude (g = 980.6199 gals.).
 LF0326
 LF0326.The modeled gravity was interpolated from observed gravity values.
 LF0326
 LF0326;                    North         East    Units  Estimated Accuracy
 LF0326;SPC MO W     -   443,330.      797,160.      MT  (+/- 180 meters Scaled)
 LF0326
 LF0326                          SUPERSEDED SURVEY CONTROL
 LF0326
 LF0326  NGVD 29 (??/??/92)  292.866  (m)          960.84   (f) ADJ UNCH    2 0
 LF0326
 LF0326.Superseded values are not recommended for survey control.
 LF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0326.See file dsdata.txt to determine how the superseded data were derived.
 LF0326
 LF0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE194475(NAD 83)
 LF0326_MARKER: DB = BENCH MARK DISK
 LF0326_SETTING: 0 = UNSPECIFIED SETTING
 LF0326_STAMPING: G 80 1935
 LF0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0326
 LF0326  HISTORY     - Date     Condition        Report By
 LF0326  HISTORY     - 1935     MONUMENTED       CGS
 LF0326  HISTORY     - 1961     GOOD             NGS
 LF0326  HISTORY     - 1975     MARK NOT FOUND   USGS
 LF0326
 LF0326                          STATION DESCRIPTION
 LF0326
 LF0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF0326'4.1 MI SW FROM MAITLAND.
 LF0326'4.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0326'RAILROAD FROM THE STATION AT MAITLAND, HOLT COUNTY, AT THE SOUTH
 LF0326'EDGE OF SECTION 19, T 62 N, R 37 W, AT A ROAD CROSSING, 52 FEET
 LF0326'WEST-NORTHWEST OF THE CENTER OF THE CROSSING, 42.2 FEET NORTH
 LF0326'OF THE NORTH EDGE OF A CONCRETE RAILROAD CROSSING SIGN, 26 FEET
 LF0326'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 16 FEET EAST-NORTHEAST
 LF0326'OF THE END POST IN RIGHT-OF-WAY FENCE, AND 3.3 FEET SOUTHEAST
 LF0326'OF THE NORTHWEST RAILROAD RIGHT-OF-WAY FENCE.  THE MARK IS 6
 LF0326'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LF0326'G 80 1935.  THIS MARK IS 2.0 MILES NORTH ALONG COUNTY ROAD D
 LF0326'FROM THE JUNCTION OF U.S. HIGHWAY 275, STATE HIGHWAY 113, AND
 LF0326'COUNTY ROAD D, THENCE 1.3 MILES EAST TO THE RAILROAD CROSSING
 LF0326'AND THE MARK.
 LF0326
 LF0326                          STATION RECOVERY (1975)
 LF0326
 LF0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0365 ***********************************************************************
 LE0365  DESIGNATION -  G 82
 LE0365  PID         -  LE0365
 LE0365  STATE/COUNTY-  MO/GRUNDY
 LE0365  USGS QUAD   -  TRENTON EAST (1984)
 LE0365
 LE0365                         *CURRENT SURVEY CONTROL
 LE0365  ___________________________________________________________________
 LE0365* NAD 83(1986)-  40 06 41.     (N)    093 37 06.     (W)     SCALED    
 LE0365* NAVD 88     -       231.172  (meters)     758.44   (feet)  ADJUSTED  
 LE0365  ___________________________________________________________________
 LE0365  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LE0365  DYNAMIC HT  -         231.048 (meters)     758.03  (feet)  COMP
 LE0365  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 LE0365
 LE0365  VERT ORDER  -  SECOND    CLASS 0
 LE0365
 LE0365.The horizontal coordinates were scaled from a topographic map and have
 LE0365.an estimated accuracy of +/- 6 seconds.
 LE0365
 LE0365.The orthometric height was determined by differential leveling
 LE0365.and adjusted by the National Geodetic Survey in June 1991..
 LE0365
 LE0365.The geoid height was determined by GEOID03.
 LE0365
 LE0365.The dynamic height is computed by dividing the NAVD 88
 LE0365.geopotential number by the normal gravity value computed on the
 LE0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0365.degrees latitude (g = 980.6199 gals.).
 LE0365
 LE0365.The modeled gravity was interpolated from observed gravity values.
 LE0365
 LE0365;                    North         East    Units  Estimated Accuracy
 LE0365;SPC MO C     -   475,420.      404,660.      MT  (+/- 180 meters Scaled)
 LE0365
 LE0365                          SUPERSEDED SURVEY CONTROL
 LE0365
 LE0365  NGVD 29 (??/??/92)  231.136  (m)          758.32   (f) ADJ UNCH    2 0
 LE0365
 LE0365.Superseded values are not recommended for survey control.
 LE0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0365.See file dsdata.txt to determine how the superseded data were derived.
 LE0365
 LE0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE473403(NAD 83)
 LE0365_MARKER: DB = BENCH MARK DISK
 LE0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0365_STAMPING: G 82 1935
 LE0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0365+STABILITY: SURFACE MOTION
 LE0365
 LE0365  HISTORY     - Date     Condition        Report By
 LE0365  HISTORY     - 1935     MONUMENTED       CGS
 LE0365  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0365
 LE0365                          STATION DESCRIPTION
 LE0365
 LE0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0365'2 MI N FROM TRENTON.
 LE0365'2.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LE0365'RAILROAD FROM THE STATION AT TRENTON, GRUNDY COUNTY, 15-1/2
 LE0365'POLES NORTH OF MILEPOST 414, AT A ROAD CROSSING, 43 FEET EAST
 LE0365'OF THE CENTERLINE OF THE TRACK, 27 FEET SOUTH OF THE CENTERLINE
 LE0365'OF THE ROAD, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 LE0365'1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LE0365'G 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LE0365
 LE0365                          STATION RECOVERY (1967)
 LE0365
 LE0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0349 ***********************************************************************
 LE0349  DESIGNATION -  G 83
 LE0349  PID         -  LE0349
 LE0349  STATE/COUNTY-  MO/HARRISON
 LE0349  USGS QUAD   -  EAGLEVILLE (1984)
 LE0349
 LE0349                         *CURRENT SURVEY CONTROL
 LE0349  ___________________________________________________________________
 LE0349* NAD 83(1986)-  40 26 55.     (N)    093 55 24.     (W)     SCALED    
 LE0349* NAVD 88     -       327.001  (meters)    1072.84   (feet)  ADJUSTED  
 LE0349  ___________________________________________________________________
 LE0349  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LE0349  DYNAMIC HT  -         326.833 (meters)    1072.28  (feet)  COMP
 LE0349  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 LE0349
 LE0349  VERT ORDER  -  SECOND    CLASS 0
 LE0349
 LE0349.The horizontal coordinates were scaled from a topographic map and have
 LE0349.an estimated accuracy of +/- 6 seconds.
 LE0349
 LE0349.The orthometric height was determined by differential leveling
 LE0349.and adjusted by the National Geodetic Survey in June 1991..
 LE0349
 LE0349.The geoid height was determined by GEOID03.
 LE0349
 LE0349.The dynamic height is computed by dividing the NAVD 88
 LE0349.geopotential number by the normal gravity value computed on the
 LE0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0349.degrees latitude (g = 980.6199 gals.).
 LE0349
 LE0349.The modeled gravity was interpolated from observed gravity values.
 LE0349
 LE0349;                    North         East    Units  Estimated Accuracy
 LE0349;SPC MO W     -   475,440.      898,920.      MT  (+/- 180 meters Scaled)
 LE0349
 LE0349                          SUPERSEDED SURVEY CONTROL
 LE0349
 LE0349  NGVD 29 (??/??/92)  326.908  (m)         1072.53   (f) ADJ UNCH    2 0
 LE0349
 LE0349.Superseded values are not recommended for survey control.
 LE0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0349.See file dsdata.txt to determine how the superseded data were derived.
 LE0349
 LE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE217779(NAD 83)
 LE0349_MARKER: DB = BENCH MARK DISK
 LE0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0349_STAMPING: G 83 1935
 LE0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0349+STABILITY: SURFACE MOTION
 LE0349
 LE0349  HISTORY     - Date     Condition        Report By
 LE0349  HISTORY     - 1935     MONUMENTED       CGS
 LE0349  HISTORY     - 1967     GOOD             NGS
 LE0349  HISTORY     - 19990726 POOR             LOCENG
 LE0349
 LE0349                          STATION DESCRIPTION
 LE0349
 LE0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0349'5.1 MI N FROM RIDGEWAY.
 LE0349'RECOVERED AS DESCRIBED IN THE 1935 DESCRIPTION.  IT IS IN THE
 LE0349'SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 10, T 65 N, R 27 W,
 LE0349'27 FEET NORTH OF THE CENTER OF ROAD, 26 FEET EAST OF THE
 LE0349'CENTER OF TRACK, AND 1 FOOT WEST OF A METAL WITNESS POST.
 LE0349
 LE0349                          STATION RECOVERY (1999)
 LE0349
 LE0349'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (CMC)
 LE0349'FOUND LEANING AND LOOSE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0133 ***********************************************************************
 LE0133  DESIGNATION -  G 84
 LE0133  PID         -  LE0133
 LE0133  STATE/COUNTY-  MO/ADAIR
 LE0133  USGS QUAD   -  KIRKSVILLE (1979)
 LE0133
 LE0133                         *CURRENT SURVEY CONTROL
 LE0133  ___________________________________________________________________
 LE0133* NAD 83(1986)-  40 14 57.     (N)    092 35 31.     (W)     SCALED    
 LE0133* NAVD 88     -       289.929  (meters)     951.21   (feet)  ADJUSTED  
 LE0133  ___________________________________________________________________
 LE0133  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LE0133  DYNAMIC HT  -         289.776 (meters)     950.71  (feet)  COMP
 LE0133  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 LE0133
 LE0133  VERT ORDER  -  SECOND    CLASS 0
 LE0133
 LE0133.The horizontal coordinates were scaled from a topographic map and have
 LE0133.an estimated accuracy of +/- 6 seconds.
 LE0133
 LE0133.The orthometric height was determined by differential leveling
 LE0133.and adjusted by the National Geodetic Survey in June 1991..
 LE0133
 LE0133.The geoid height was determined by GEOID03.
 LE0133
 LE0133.The dynamic height is computed by dividing the NAVD 88
 LE0133.geopotential number by the normal gravity value computed on the
 LE0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0133.degrees latitude (g = 980.6199 gals.).
 LE0133
 LE0133.The modeled gravity was interpolated from observed gravity values.
 LE0133
 LE0133;                    North         East    Units  Estimated Accuracy
 LE0133;SPC MO C     -   490,120.      492,180.      MT  (+/- 180 meters Scaled)
 LE0133
 LE0133                          SUPERSEDED SURVEY CONTROL
 LE0133
 LE0133  NGVD 29 (??/??/92)  289.930  (m)          951.21   (f) ADJ UNCH    2 0
 LE0133
 LE0133.Superseded values are not recommended for survey control.
 LE0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0133.See file dsdata.txt to determine how the superseded data were derived.
 LE0133
 LE0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE347554(NAD 83)
 LE0133_MARKER: DB = BENCH MARK DISK
 LE0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0133_STAMPING: G 84 1935
 LE0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0133+STABILITY: SURFACE MOTION
 LE0133
 LE0133  HISTORY     - Date     Condition        Report By
 LE0133  HISTORY     - 1935     MONUMENTED       CGS
 LE0133  HISTORY     - 1943     GOOD             NGS
 LE0133  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0133
 LE0133                          STATION DESCRIPTION
 LE0133
 LE0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0133'3.5 MI N FROM KIRKSVILLE.
 LE0133'3.5 MILES NORTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 LE0133'KIRKSVILLE, ADAIR COUNTY, 230 FEET SOUTH OF MILEPOST 209, AT A
 LE0133'ROAD CROSSING, 43 FEET WEST OF THE CENTERLINE OF THE TRACK, 26
 LE0133'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET EAST AND 5 FEET
 LE0133'SOUTH OF THE RIGHT-OF-WAY FENCE CORNER, AND LEVEL WITH THE
 LE0133'TRACK.  A STANDARD DISK, STAMPED G 84 1935 AND SET IN THE TOP OF
 LE0133'A CONCRETE POST.
 LE0133
 LE0133                          STATION RECOVERY (1967)
 LE0133
 LE0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0585 ***********************************************************************
 LD0585  DESIGNATION -  G 85
 LD0585  PID         -  LD0585
 LD0585  STATE/COUNTY-  MO/CLARK
 LD0585  USGS QUAD   -  MEDILL (1975)
 LD0585
 LD0585                         *CURRENT SURVEY CONTROL
 LD0585  ___________________________________________________________________
 LD0585* NAD 83(1986)-  40 26 05.     (N)    091 46 48.     (W)     SCALED    
 LD0585* NAVD 88     -       216.053  (meters)     708.83   (feet)  ADJUSTED  
 LD0585  ___________________________________________________________________
 LD0585  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0585  DYNAMIC HT  -         215.944 (meters)     708.48  (feet)  COMP
 LD0585  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 LD0585
 LD0585  VERT ORDER  -  SECOND    CLASS 0
 LD0585
 LD0585.The horizontal coordinates were scaled from a topographic map and have
 LD0585.an estimated accuracy of +/- 6 seconds.
 LD0585
 LD0585.The orthometric height was determined by differential leveling
 LD0585.and adjusted by the National Geodetic Survey in June 1991..
 LD0585
 LD0585.The geoid height was determined by GEOID03.
 LD0585
 LD0585.The dynamic height is computed by dividing the NAVD 88
 LD0585.geopotential number by the normal gravity value computed on the
 LD0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0585.degrees latitude (g = 980.6199 gals.).
 LD0585
 LD0585.The modeled gravity was interpolated from observed gravity values.
 LD0585
 LD0585;                    North         East    Units  Estimated Accuracy
 LD0585;SPC MO E     -   511,500.      141,400.      MT  (+/- 180 meters Scaled)
 LD0585
 LD0585                          SUPERSEDED SURVEY CONTROL
 LD0585
 LD0585  NGVD 29 (??/??/92)  216.074  (m)          708.90   (f) ADJ UNCH    2 0
 LD0585
 LD0585.Superseded values are not recommended for survey control.
 LD0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0585.See file dsdata.txt to determine how the superseded data were derived.
 LD0585
 LD0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE034767(NAD 83)
 LD0585_MARKER: DB = BENCH MARK DISK
 LD0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0585_SP_SET: BRIDGE
 LD0585_STAMPING: G 85 1935
 LD0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0585
 LD0585  HISTORY     - Date     Condition        Report By
 LD0585  HISTORY     - 1935     MONUMENTED       CGS
 LD0585
 LD0585                          STATION DESCRIPTION
 LD0585
 LD0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0585'AT MEDILL.
 LD0585'AT MEDILL, CLARK COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 LD0585'RAILWAY, SOUTHWEST OF THE STATION, AT STATE HIGHWAY 4 OVERPASS
 LD0585'BRIDGE 263 BB, IN THE FACE OF THE NORTHWEST FOOTING, 3 FEET
 LD0585'NORTHEAST OF THE SOUTHWEST END, 20 FEET NORTHWEST OF THE CENTERLINE
 LD0585'OF THE NORTHWEST TRACK, AND 2 FEET ABOVE THE TRACK.  A STANDARD
 LD0585'DISK, STAMPED G 85 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0106 ***********************************************************************
 LE0106  DESIGNATION -  G 86
 LE0106  PID         -  LE0106
 LE0106  STATE/COUNTY-  MO/SCOTLAND
 LE0106  USGS QUAD   -  MEMPHIS (1982)
 LE0106
 LE0106                         *CURRENT SURVEY CONTROL
 LE0106  ___________________________________________________________________
 LE0106* NAD 83(1986)-  40 28 11.     (N)    092 14 09.     (W)     SCALED    
 LE0106* NAVD 88     -       219.493  (meters)     720.12   (feet)  ADJUSTED  
 LE0106  ___________________________________________________________________
 LE0106  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LE0106  DYNAMIC HT  -         219.381 (meters)     719.75  (feet)  COMP
 LE0106  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 LE0106
 LE0106  VERT ORDER  -  SECOND    CLASS 0
 LE0106
 LE0106.The horizontal coordinates were scaled from a topographic map and have
 LE0106.an estimated accuracy of +/- 6 seconds.
 LE0106
 LE0106.The orthometric height was determined by differential leveling
 LE0106.and adjusted by the National Geodetic Survey in June 1991..
 LE0106
 LE0106.The geoid height was determined by GEOID03.
 LE0106
 LE0106.The dynamic height is computed by dividing the NAVD 88
 LE0106.geopotential number by the normal gravity value computed on the
 LE0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0106.degrees latitude (g = 980.6199 gals.).
 LE0106
 LE0106.The modeled gravity was interpolated from observed gravity values.
 LE0106
 LE0106;                    North         East    Units  Estimated Accuracy
 LE0106;SPC MO C     -   514,640.      522,400.      MT  (+/- 180 meters Scaled)
 LE0106
 LE0106                          SUPERSEDED SURVEY CONTROL
 LE0106
 LE0106  NGVD 29 (??/??/92)  219.503  (m)          720.15   (f) ADJ UNCH    2 0
 LE0106
 LE0106.Superseded values are not recommended for survey control.
 LE0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0106.See file dsdata.txt to determine how the superseded data were derived.
 LE0106
 LE0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE647801(NAD 83)
 LE0106_MARKER: DB = BENCH MARK DISK
 LE0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0106_STAMPING: G 86 1935
 LE0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0106+STABILITY: SURFACE MOTION
 LE0106
 LE0106  HISTORY     - Date     Condition        Report By
 LE0106  HISTORY     - 1935     MONUMENTED       CGS
 LE0106  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0106
 LE0106                          STATION DESCRIPTION
 LE0106
 LE0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0106'2 MI E FROM CRAWFORD.
 LE0106'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0106'FROM THE STATION AT CRAWFORD, SCOTLAND COUNTY, 3 POLES WEST OF
 LE0106'MILEPOST 49, AT A ROAD CROSSING, 32 FEET SOUTH OF THE CENTERLINE
 LE0106'OF THE TRACK, 17 FEET WEST OF THE CENTERLINE OF THE ROAD, IN
 LE0106'LINE WITH A ROW OF POLES, AND 2 FEET HIGHER THAN THE TRACK.  A
 LE0106'STANDARD DISK, STAMPED G 86 1935 AND SET IN THE TOP OF A CONCRETE
 LE0106'POST.
 LE0106
 LE0106                          STATION RECOVERY (1967)
 LE0106
 LE0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1893 ***********************************************************************
 JD1893  DESIGNATION -  G 866
 JD1893  PID         -  JD1893
 JD1893  STATE/COUNTY-  MO/JOHNSON
 JD1893  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1893
 JD1893                         *CURRENT SURVEY CONTROL
 JD1893  ___________________________________________________________________
 JD1893* NAD 83(1986)-  38 48 27.     (N)    093 44 33.     (W)     SCALED    
 JD1893* NAVD 88     -       217.884  (meters)     714.84   (feet)  ADJUSTED  
 JD1893  ___________________________________________________________________
 JD1893  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1893  DYNAMIC HT  -         217.737 (meters)     714.36  (feet)  COMP
 JD1893  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 JD1893
 JD1893  VERT ORDER  -  SECOND    CLASS 0
 JD1893
 JD1893.The horizontal coordinates were scaled from a topographic map and have
 JD1893.an estimated accuracy of +/- 6 seconds.
 JD1893
 JD1893.The orthometric height was determined by differential leveling
 JD1893.and adjusted by the National Geodetic Survey in June 1991..
 JD1893
 JD1893.The geoid height was determined by GEOID03.
 JD1893
 JD1893.The dynamic height is computed by dividing the NAVD 88
 JD1893.geopotential number by the normal gravity value computed on the
 JD1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1893.degrees latitude (g = 980.6199 gals.).
 JD1893
 JD1893.The modeled gravity was interpolated from observed gravity values.
 JD1893
 JD1893;                    North         East    Units  Estimated Accuracy
 JD1893;SPC MO W     -   293,350.      915,790.      MT  (+/- 180 meters Scaled)
 JD1893
 JD1893                          SUPERSEDED SURVEY CONTROL
 JD1893
 JD1893  NGVD 29 (??/??/92)  217.794  (m)          714.55   (f) ADJ UNCH    2 0
 JD1893
 JD1893.Superseded values are not recommended for survey control.
 JD1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1893.See file dsdata.txt to determine how the superseded data were derived.
 JD1893
 JD1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC355956(NAD 83)
 JD1893_MARKER: Q = CHISELED SQUARE
 JD1893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1893_SP_SET: ABUTMENT
 JD1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD1893+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JD1893
 JD1893  HISTORY     - Date     Condition        Report By
 JD1893  HISTORY     - UNK      MONUMENTED       LOCENG
 JD1893  HISTORY     - 1946     GOOD             NGS
 JD1893  HISTORY     - 1963     GOOD             NGS
 JD1893  HISTORY     - 20050901 GOOD             INDIV
 JD1893
 JD1893                          STATION DESCRIPTION
 JD1893
 JD1893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1893'3.5 MI N FROM WARRENSBURG.
 JD1893'ABOUT 3.5 MILES NORTH ALONG MISSOURI STATE HIGHWAY NO. 13 FROM
 JD1893'THE CENTRAL MISSOURI STATE TEACHERS COLLEGE AT WARRENSBURG, AND
 JD1893'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE MISSOURI
 JD1893'HIGHWAY COMMISSION BRIDGE NO. G 866, 12 FEET EAST OF AND ABOUT
 JD1893'1 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY.  A CHISELED
 JD1893'SQUARE WITH THE LETTERS E D B M PAINTED IN WHITE PAINT ON THE
 JD1893'ABUTMENT OF THE BRIDGE.  DESIGNATED G 866 BY THIS PARTY.
 JD1893
 JD1893                          STATION RECOVERY (1963)
 JD1893
 JD1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1893'RECOVERED IN GOOD CONDITION.
 JD1893
 JD1893                          STATION RECOVERY (2005)
 JD1893
 JD1893'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD1893'HIGHWAY 13 IS NOW 0.25 MILE EAST AND THIS BRIDGE HAS BEEN CLOSED TO
 JD1893'VEHICLE TRAFFIC.  THIS STREET IS NOW NAMED NW21ST.  ACCESS TO BRIDGE
 JD1893'IS BY FOOT.  THIS BRIDGE IS 0.25 MILE NORTH OF BRIDGE HOSTING JE1891
 JD1893'AND JE1892.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1892 ***********************************************************************
 JD1892  DESIGNATION -  G 867
 JD1892  PID         -  JD1892
 JD1892  STATE/COUNTY-  MO/JOHNSON
 JD1892  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1892
 JD1892                         *CURRENT SURVEY CONTROL
 JD1892  ___________________________________________________________________
 JD1892* NAD 83(1986)-  38 48 10.     (N)    093 44 36.     (W)     SCALED    
 JD1892* NAVD 88     -       217.839  (meters)     714.69   (feet)  ADJUSTED  
 JD1892  ___________________________________________________________________
 JD1892  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1892  DYNAMIC HT  -         217.692 (meters)     714.21  (feet)  COMP
 JD1892  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 JD1892
 JD1892  VERT ORDER  -  SECOND    CLASS 0
 JD1892
 JD1892.The horizontal coordinates were scaled from a topographic map and have
 JD1892.an estimated accuracy of +/- 6 seconds.
 JD1892
 JD1892.The orthometric height was determined by differential leveling
 JD1892.and adjusted by the National Geodetic Survey in June 1991..
 JD1892.WARNING-Repeat measurements at this control monument indicate possible
 JD1892.vertical movement.
 JD1892
 JD1892.The geoid height was determined by GEOID03.
 JD1892
 JD1892.The dynamic height is computed by dividing the NAVD 88
 JD1892.geopotential number by the normal gravity value computed on the
 JD1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1892.degrees latitude (g = 980.6199 gals.).
 JD1892
 JD1892.The modeled gravity was interpolated from observed gravity values.
 JD1892
 JD1892;                    North         East    Units  Estimated Accuracy
 JD1892;SPC MO W     -   292,830.      915,730.      MT  (+/- 180 meters Scaled)
 JD1892
 JD1892                          SUPERSEDED SURVEY CONTROL
 JD1892
 JD1892  NGVD 29 (??/??/92)  217.748  (m)          714.39   (f) ADJ UNCH    2 0
 JD1892
 JD1892.Superseded values are not recommended for survey control.
 JD1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1892.See file dsdata.txt to determine how the superseded data were derived.
 JD1892
 JD1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC354951(NAD 83)
 JD1892_MARKER: Q = CHISELED SQUARE
 JD1892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1892_SP_SET: ABUTMENT
 JD1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD1892+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JD1892
 JD1892  HISTORY     - Date     Condition        Report By
 JD1892  HISTORY     - UNK      MONUMENTED       LOCENG
 JD1892  HISTORY     - 1946     GOOD             NGS
 JD1892  HISTORY     - 1963     GOOD             NGS
 JD1892  HISTORY     - 20050901 GOOD             INDIV
 JD1892
 JD1892                          STATION DESCRIPTION
 JD1892
 JD1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1892'3.2 MI N FROM WARRENSBURG.
 JD1892'ABOUT 3.2 MILES NORTH ALONG MISSOURI STATE HIGHWAY NO. 13 FROM
 JD1892'THE CENTRAL MISSOURI STATE TEACHERS COLLEGE AT WARRENSBURG, AND
 JD1892'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE MISSOURI
 JD1892'STATE HIGHWAY COMMISSION BRIDGE NO. G 867, 12 FEET EAST OF AND
 JD1892'ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY.  A
 JD1892'CHISELED SQUARE WITH THE LETTERS E D B M PAINTED IN WHITE PAINT
 JD1892'ON THE ABUTMENT OF THE BRIDGE.  DESIGNATED G 867 BY THIS PARTY.
 JD1892
 JD1892                          STATION RECOVERY (1963)
 JD1892
 JD1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1892'RECOVERED IN GOOD CONDITION.
 JD1892
 JD1892                          STATION RECOVERY (2005)
 JD1892
 JD1892'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD1892'HIGHWAY 13 IS NOW 0.25 MILE EAST AND THIS BRIDGE HAS BEEN CLOSED TO
 JD1892'VEHICLE TRAFFIC.  THIS STREET IS NOW NAMED NW21ST.  ACCESS TO BRIDGE
 JD1892'IS BY FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0605 ***********************************************************************
 GF0605  DESIGNATION -  G 9
 GF0605  PID         -  GF0605
 GF0605  STATE/COUNTY-  MO/BARRY
 GF0605  USGS QUAD   -  SELIGMAN (1974)
 GF0605
 GF0605                         *CURRENT SURVEY CONTROL
 GF0605  ___________________________________________________________________
 GF0605* NAD 83(1986)-  36 33 28.     (N)    093 57 43.     (W)     SCALED    
 GF0605* NAVD 88     -       448.351  (meters)    1470.96   (feet)  ADJUSTED  
 GF0605  ___________________________________________________________________
 GF0605  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GF0605  DYNAMIC HT  -         447.956 (meters)    1469.67  (feet)  COMP
 GF0605  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 GF0605
 GF0605  VERT ORDER  -  FIRST     CLASS II
 GF0605
 GF0605.The horizontal coordinates were scaled from a topographic map and have
 GF0605.an estimated accuracy of +/- 6 seconds.
 GF0605
 GF0605.The orthometric height was determined by differential leveling
 GF0605.and adjusted by the National Geodetic Survey in June 1991..
 GF0605
 GF0605.The geoid height was determined by GEOID03.
 GF0605
 GF0605.The dynamic height is computed by dividing the NAVD 88
 GF0605.geopotential number by the normal gravity value computed on the
 GF0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0605.degrees latitude (g = 980.6199 gals.).
 GF0605
 GF0605.The modeled gravity was interpolated from observed gravity values.
 GF0605
 GF0605;                    North         East    Units  Estimated Accuracy
 GF0605;SPC MO W     -    43,530.      898,170.      MT  (+/- 180 meters Scaled)
 GF0605
 GF0605                          SUPERSEDED SURVEY CONTROL
 GF0605
 GF0605  NGVD 29 (??/??/92)  448.190  (m)         1470.44   (f) ADJ UNCH    1 2
 GF0605
 GF0605.Superseded values are not recommended for survey control.
 GF0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0605.See file dsdata.txt to determine how the superseded data were derived.
 GF0605
 GF0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA139462(NAD 83)
 GF0605_MARKER: DB = BENCH MARK DISK
 GF0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0605_STAMPING: G 9 1930
 GF0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0605+STABILITY: SURFACE MOTION
 GF0605
 GF0605  HISTORY     - Date     Condition        Report By
 GF0605  HISTORY     - 1930     MONUMENTED       CGS
 GF0605  HISTORY     - 1934     GOOD             NGS
 GF0605  HISTORY     - 1974     MARK NOT FOUND   USGS
 GF0605
 GF0605                          STATION DESCRIPTION
 GF0605
 GF0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0605'3.2 MI N FROM SELIGMAN.
 GF0605'3.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GF0605'THE STATION AT SELIGMAN, BARRY COUNTY, 114 FEET SOUTH OF POLE
 GF0605'309-15, IN THE NORTHWEST CORNER OF A WAGON-ROAD CROSSING, 28
 GF0605'FEET WEST OF THE WEST RAIL OF THE TRACK, 19 FEET EAST OF
 GF0605'THE WEST RIGHT-OF-WAY FENCE, 18 FEET NORTH OF THE CENTERLINE
 GF0605'OF THE ROAD AND 17 FEET NORTHWEST OF A 6-INCH IRON PIPE WHICH
 GF0605'SUPPORTS THE RAILROAD CROSSING SIGN.  A STANDARD DISK, STAMPED
 GF0605'G 9 1930 AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 GF0605'WITH THE SURFACE OF THE GROUND.
 GF0605
 GF0605                          STATION RECOVERY (1974)
 GF0605
 GF0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GF0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1753 ***********************************************************************
 JD1753  DESIGNATION -  G 9 B 1
 JD1753  PID         -  JD1753
 JD1753  STATE/COUNTY-  MO/ST CLAIR
 JD1753  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1753
 JD1753                         *CURRENT SURVEY CONTROL
 JD1753  ___________________________________________________________________
 JD1753* NAD 83(1986)-  38 07 38.     (N)    093 54 34.     (W)     SCALED    
 JD1753* NAVD 88     -       252.257  (meters)     827.61   (feet)  ADJUSTED  
 JD1753  ___________________________________________________________________
 JD1753  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1753  DYNAMIC HT  -         252.075 (meters)     827.02  (feet)  COMP
 JD1753  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 JD1753
 JD1753  VERT ORDER  -  SECOND    CLASS 0
 JD1753
 JD1753.The horizontal coordinates were scaled from a topographic map and have
 JD1753.an estimated accuracy of +/- 6 seconds.
 JD1753
 JD1753.The orthometric height was determined by differential leveling
 JD1753.and adjusted by the National Geodetic Survey in June 1991..
 JD1753
 JD1753.The geoid height was determined by GEOID03.
 JD1753
 JD1753.The dynamic height is computed by dividing the NAVD 88
 JD1753.geopotential number by the normal gravity value computed on the
 JD1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1753.degrees latitude (g = 980.6199 gals.).
 JD1753
 JD1753.The modeled gravity was interpolated from observed gravity values.
 JD1753
 JD1753;                    North         East    Units  Estimated Accuracy
 JD1753;SPC MO W     -   217,740.      901,780.      MT  (+/- 180 meters Scaled)
 JD1753
 JD1753                          SUPERSEDED SURVEY CONTROL
 JD1753
 JD1753  NGVD 29 (??/??/92)  252.15   (m)          827.3    (f) COMPUTED    2 0
 JD1753
 JD1753.Superseded values are not recommended for survey control.
 JD1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1753.See file dsdata.txt to determine how the superseded data were derived.
 JD1753
 JD1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC202203(NAD 83)
 JD1753_MARKER: DZ = AZIMUTH MARK DISK
 JD1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1753+STABILITY: SURFACE MOTION
 JD1753
 JD1753  HISTORY     - Date     Condition        Report By
 JD1753  HISTORY     - UNK      MONUMENTED       DOD
 JD1753  HISTORY     - 1963     GOOD             NGS
 JD1753
 JD1753                          STATION DESCRIPTION
 JD1753
 JD1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1753'1.6 MI NE FROM JOHNSON CITY.
 JD1753'ABOUT 0.8 MILE NORTH ALONG STATE ROAD M FROM THE C.L. PIEPMEIER
 JD1753'STORE AT JOHNSON CITY, THENCE 0.8 MILE EAST ALONG A GRAVELED
 JD1753'ROAD, 0.15 MILE SOUTHWEST OF A ROAD JUNCTION, 101 YARDS SOUTH
 JD1753'OF THE CENTER LINE OF THE ROAD, 39 YARDS EAST OF A NORTH-SOUTH
 JD1753'ROW OF TREES, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 JD1753'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD1753'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1759 ***********************************************************************
 JD1759  DESIGNATION -  G 9 B 2
 JD1759  PID         -  JD1759
 JD1759  STATE/COUNTY-  MO/ST CLAIR
 JD1759  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1759
 JD1759                         *CURRENT SURVEY CONTROL
 JD1759  ___________________________________________________________________
 JD1759* NAD 83(1986)-  38 07 46.     (N)    093 54 26.     (W)     SCALED    
 JD1759* NAVD 88     -       254.248  (meters)     834.15   (feet)  ADJUSTED  
 JD1759  ___________________________________________________________________
 JD1759  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1759  DYNAMIC HT  -         254.064 (meters)     833.54  (feet)  COMP
 JD1759  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 JD1759
 JD1759  VERT ORDER  -  SECOND    CLASS 0
 JD1759
 JD1759.The horizontal coordinates were scaled from a topographic map and have
 JD1759.an estimated accuracy of +/- 6 seconds.
 JD1759
 JD1759.The orthometric height was determined by differential leveling
 JD1759.and adjusted by the National Geodetic Survey in June 1991..
 JD1759
 JD1759.The geoid height was determined by GEOID03.
 JD1759
 JD1759.The dynamic height is computed by dividing the NAVD 88
 JD1759.geopotential number by the normal gravity value computed on the
 JD1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1759.degrees latitude (g = 980.6199 gals.).
 JD1759
 JD1759.The modeled gravity was interpolated from observed gravity values.
 JD1759
 JD1759;                    North         East    Units  Estimated Accuracy
 JD1759;SPC MO W     -   217,980.      901,970.      MT  (+/- 180 meters Scaled)
 JD1759
 JD1759                          SUPERSEDED SURVEY CONTROL
 JD1759
 JD1759  NGVD 29 (??/??/92)  254.14   (m)          833.8    (f) COMPUTED    2 0
 JD1759
 JD1759.Superseded values are not recommended for survey control.
 JD1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1759.See file dsdata.txt to determine how the superseded data were derived.
 JD1759
 JD1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC204205(NAD 83)
 JD1759_MARKER: DZ = AZIMUTH MARK DISK
 JD1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1759+STABILITY: SURFACE MOTION
 JD1759
 JD1759  HISTORY     - Date     Condition        Report By
 JD1759  HISTORY     - UNK      MONUMENTED       DOD
 JD1759  HISTORY     - 1963     GOOD             NGS
 JD1759
 JD1759                          STATION DESCRIPTION
 JD1759
 JD1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1759'1.9 MI NE FROM JOHNSON.
 JD1759'ABOUT 0.8 MILE NORTH ALONG STATE ROAD M FROM THE C.L. PIEPMEIER
 JD1759'STORE AT JOHNSON CITY, THENCE 0.95 MILE EAST ALONG A GRAVELED
 JD1759'ROAD, THENCE 0.15 MILE NORTH ALONG A GRAVELED ROAD, 0.15 MILE
 JD1759'SOUTH OF THE JUNCTION WITH A ROAD LEADING EAST, 33 FEET EAST OF
 JD1759'THE CENTER LINE OF THE ROAD, 14 FEET EAST OF A FENCE LINE, AND
 JD1759'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JD1759'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JD1759'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1756 ***********************************************************************
 JD1756  DESIGNATION -  G 9 Z
 JD1756  PID         -  JD1756
 JD1756  STATE/COUNTY-  MO/ST CLAIR
 JD1756  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1756
 JD1756                         *CURRENT SURVEY CONTROL
 JD1756  ___________________________________________________________________
 JD1756* NAD 83(1986)-  38 07 30.     (N)    093 54 28.     (W)     SCALED    
 JD1756* NAVD 88     -       253.137  (meters)     830.50   (feet)  ADJUSTED  
 JD1756  ___________________________________________________________________
 JD1756  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1756  DYNAMIC HT  -         252.954 (meters)     829.90  (feet)  COMP
 JD1756  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 JD1756
 JD1756  VERT ORDER  -  SECOND    CLASS 0
 JD1756
 JD1756.The horizontal coordinates were scaled from a topographic map and have
 JD1756.an estimated accuracy of +/- 6 seconds.
 JD1756
 JD1756.The orthometric height was determined by differential leveling
 JD1756.and adjusted by the National Geodetic Survey in June 1991..
 JD1756
 JD1756.The geoid height was determined by GEOID03.
 JD1756
 JD1756.The dynamic height is computed by dividing the NAVD 88
 JD1756.geopotential number by the normal gravity value computed on the
 JD1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1756.degrees latitude (g = 980.6199 gals.).
 JD1756
 JD1756.The modeled gravity was interpolated from observed gravity values.
 JD1756
 JD1756;                    North         East    Units  Estimated Accuracy
 JD1756;SPC MO W     -   217,490.      901,930.      MT  (+/- 180 meters Scaled)
 JD1756
 JD1756                          SUPERSEDED SURVEY CONTROL
 JD1756
 JD1756  NGVD 29 (??/??/92)  253.030  (m)          830.15   (f) ADJ UNCH    2 0
 JD1756
 JD1756.Superseded values are not recommended for survey control.
 JD1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1756.See file dsdata.txt to determine how the superseded data were derived.
 JD1756
 JD1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC204200(NAD 83)
 JD1756_MARKER: DS = TRIANGULATION STATION DISK
 JD1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1756_STAMPING: G 9 Z 1963
 JD1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1756+STABILITY: SURFACE MOTION
 JD1756
 JD1756  HISTORY     - Date     Condition        Report By
 JD1756  HISTORY     - 1963     MONUMENTED       CGS
 JD1756  HISTORY     - 1967     GOOD             NGS
 JD1756
 JD1756                          STATION DESCRIPTION
 JD1756
 JD1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1756'2 MI NE FROM JOHNSON CITY.
 JD1756'ABOUT 0.8 MILE NORTH ALONG STATE ROAD M FROM THE C.L. PIEPMEIER
 JD1756'STORE AT JOHNSON CITY, THENCE 0.95 MILE EAST ALONG A GRAVELED
 JD1756'ROAD, THENCE 0.25 MILE SOUTH ALONG A GRAVELED ROAD, 118 FEET
 JD1756'WEST OF AND ACROSS THE ROAD FROM A POWER POLE, 95 FEET WEST OF
 JD1756'THE CENTER LINE OF THE ROAD, IN AN EAST-WEST HEDGE ROW, 92.3 FEET
 JD1756'NORTHWEST OF G 9 Z R.M. 2, 138.4 FEET WEST-SOUTHWEST OF AND
 JD1756'ACROSS THE ROAD FROM G 9 Z R.M. 1, 6.0 FEET WEST OF A METAL
 JD1756'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1756'1 INCH.
 JD1756
 JD1756                          STATION RECOVERY (1967)
 JD1756
 JD1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JD1756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1754 ***********************************************************************
 JD1754  DESIGNATION -  G 9 Z AZ MK
 JD1754  PID         -  JD1754
 JD1754  STATE/COUNTY-  MO/ST CLAIR
 JD1754  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1754
 JD1754                         *CURRENT SURVEY CONTROL
 JD1754  ___________________________________________________________________
 JD1754* NAD 83(1986)-  38 07 40.     (N)    093 54 29.     (W)     SCALED    
 JD1754* NAVD 88     -       252.460  (meters)     828.28   (feet)  ADJUSTED  
 JD1754  ___________________________________________________________________
 JD1754  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1754  DYNAMIC HT  -         252.278 (meters)     827.68  (feet)  COMP
 JD1754  MODELED GRAV-     979,899.8   (mgal)                       NAVD 88
 JD1754
 JD1754  VERT ORDER  -  SECOND    CLASS 0
 JD1754
 JD1754.The horizontal coordinates were scaled from a topographic map and have
 JD1754.an estimated accuracy of +/- 6 seconds.
 JD1754
 JD1754.The orthometric height was determined by differential leveling
 JD1754.and adjusted by the National Geodetic Survey in June 1991..
 JD1754
 JD1754.The geoid height was determined by GEOID03.
 JD1754
 JD1754.The dynamic height is computed by dividing the NAVD 88
 JD1754.geopotential number by the normal gravity value computed on the
 JD1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1754.degrees latitude (g = 980.6199 gals.).
 JD1754
 JD1754.The modeled gravity was interpolated from observed gravity values.
 JD1754
 JD1754;                    North         East    Units  Estimated Accuracy
 JD1754;SPC MO W     -   217,800.      901,900.      MT  (+/- 180 meters Scaled)
 JD1754
 JD1754                          SUPERSEDED SURVEY CONTROL
 JD1754
 JD1754  NGVD 29 (??/??/92)  252.353  (m)          827.93   (f) ADJ UNCH    2 0
 JD1754
 JD1754.Superseded values are not recommended for survey control.
 JD1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1754.See file dsdata.txt to determine how the superseded data were derived.
 JD1754
 JD1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC204203(NAD 83)
 JD1754_MARKER: DZ = AZIMUTH MARK DISK
 JD1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1754_STAMPING: G 9 Z 1963
 JD1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1754+STABILITY: SURFACE MOTION
 JD1754
 JD1754  HISTORY     - Date     Condition        Report By
 JD1754  HISTORY     - 1963     MONUMENTED       CGS
 JD1754
 JD1754                          STATION DESCRIPTION
 JD1754
 JD1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1754'1.8 MI NE FROM JOHNSON CITY.
 JD1754'ABOUT 0.8 MILE NORTH ALONG STATE ROAD M FROM THE C.L. PIEPMEIER
 JD1754'STORE AT JOHNSON CITY, THENCE 0.95 MILE EAST ALONG A GRAVELED
 JD1754'ROAD, 43 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION WITH A
 JD1754'GRAVELED ROAD, 32 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 JD1754'ROAD, 26 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 JD1754'WEST, 9 FEET WEST OF A POWER POLE BRACED BY A GUY WIRE, 2.0
 JD1754'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JD1754'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1755 ***********************************************************************
 JD1755  DESIGNATION -  G 9 Z RM 1
 JD1755  PID         -  JD1755
 JD1755  STATE/COUNTY-  MO/ST CLAIR
 JD1755  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1755
 JD1755                         *CURRENT SURVEY CONTROL
 JD1755  ___________________________________________________________________
 JD1755* NAD 83(1986)-  38 07 30.     (N)    093 54 29.     (W)     SCALED    
 JD1755* NAVD 88     -       253.640  (meters)     832.15   (feet)  ADJUSTED  
 JD1755  ___________________________________________________________________
 JD1755  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1755  DYNAMIC HT  -         253.456 (meters)     831.55  (feet)  COMP
 JD1755  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 JD1755
 JD1755  VERT ORDER  -  SECOND    CLASS 0
 JD1755
 JD1755.The horizontal coordinates were scaled from a topographic map and have
 JD1755.an estimated accuracy of +/- 6 seconds.
 JD1755
 JD1755.The orthometric height was determined by differential leveling
 JD1755.and adjusted by the National Geodetic Survey in June 1991..
 JD1755
 JD1755.The geoid height was determined by GEOID03.
 JD1755
 JD1755.The dynamic height is computed by dividing the NAVD 88
 JD1755.geopotential number by the normal gravity value computed on the
 JD1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1755.degrees latitude (g = 980.6199 gals.).
 JD1755
 JD1755.The modeled gravity was interpolated from observed gravity values.
 JD1755
 JD1755;                    North         East    Units  Estimated Accuracy
 JD1755;SPC MO W     -   217,490.      901,900.      MT  (+/- 180 meters Scaled)
 JD1755
 JD1755                          SUPERSEDED SURVEY CONTROL
 JD1755
 JD1755  NGVD 29 (??/??/92)  253.533  (m)          831.80   (f) ADJ UNCH    2 0
 JD1755
 JD1755.Superseded values are not recommended for survey control.
 JD1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1755.See file dsdata.txt to determine how the superseded data were derived.
 JD1755
 JD1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC204200(NAD 83)
 JD1755_MARKER: DR = REFERENCE MARK DISK
 JD1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1755_STAMPING: G 9 Z NO 1 1963
 JD1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1755+STABILITY: SURFACE MOTION
 JD1755
 JD1755  HISTORY     - Date     Condition        Report By
 JD1755  HISTORY     - 1963     MONUMENTED       CGS
 JD1755
 JD1755                          STATION DESCRIPTION
 JD1755
 JD1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1755'2 MI NE FROM JOHNSON CITY.
 JD1755'ABOUT 0.8 MILE NORTH ALONG STATE ROAD M FROM THE C.L. PIEPMEIER
 JD1755'STORE AT JOHNSON CITY, THENCE 0.95 MILE EAST ALONG A GRAVELED
 JD1755'ROAD, THENCE 0.25 MILE SOUTH ALONG A GRAVELED ROAD, 138.4 FEET
 JD1755'EAST-NORTHEAST OF AND ACROSS A GRAVELED ROAD FROM G 9 Z 1963,
 JD1755'79 FEET NORTH OF A POWER POLE, 20 1/2 FEET EAST OF THE CENTER
 JD1755'LINE OF THE ROAD, 1.0 FOOT WEST OF A FENCE, AND SET IN THE TOP
 JD1755'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0111 ***********************************************************************
 JE0111  DESIGNATION -  G 95 RESET
 JE0111  PID         -  JE0111
 JE0111  STATE/COUNTY-  MO/CASS
 JE0111  USGS QUAD   -  HARRISONVILLE (1981)
 JE0111
 JE0111                         *CURRENT SURVEY CONTROL
 JE0111  ___________________________________________________________________
 JE0111* NAD 83(1986)-  38 38 52.     (N)    094 22 30.     (W)     SCALED    
 JE0111* NAVD 88     -       260.90   (meters)     856.0    (feet)  RESET     
 JE0111  ___________________________________________________________________
 JE0111  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0111
 JE0111  VERT ORDER  -  THIRD
 JE0111
 JE0111.The horizontal coordinates were scaled from a topographic map and have
 JE0111.an estimated accuracy of +/- 6 seconds.
 JE0111
 JE0111.The orthometric height was computed from unverified reset data.
 JE0111
 JE0111.The geoid height was determined by GEOID03.
 JE0111
 JE0111;                    North         East    Units  Estimated Accuracy
 JE0111;SPC MO W     -   275,360.      860,880.      MT  (+/- 180 meters Scaled)
 JE0111
 JE0111                          SUPERSEDED SURVEY CONTROL
 JE0111
 JE0111.No superseded survey control is available for this station.
 JE0111
 JE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC803785(NAD 83)
 JE0111_MARKER: DB = BENCH MARK DISK
 JE0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0111_STAMPING: G 95 RESET 1967
 JE0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0111+STABILITY: SURFACE MOTION
 JE0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0111+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 JE0111
 JE0111  HISTORY     - Date     Condition        Report By
 JE0111  HISTORY     - 1967     MONUMENTED       CGS
 JE0111  HISTORY     - 20051021 GOOD             INDIV
 JE0111
 JE0111                          STATION DESCRIPTION
 JE0111
 JE0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JE0111'1.8 MI SW FROM HARRISONVILLE.
 JE0111'ABOUT 0.9 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0111'FROM THE STATION AT HARRISONVILLE, THENCE 1.05 MILES SOUTHWEST
 JE0111'ALONG STATE HIGHWAY 2, IN SECTION 5, T 44 N, R 31 W, 70 FEET
 JE0111'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2, 35 FEET SOUTHWEST
 JE0111'OF A T-FENCE CORNER POST, 1.5 FEET SOUTHWEST OF A TELEPHONE
 JE0111'POLE, 1 FOOT NORTHWEST OF A FENCE, 1 FOOT NORTHEAST OF A METAL
 JE0111'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 JE0111'PROJECTS 2 INCHES.
 JE0111
 JE0111                          STATION RECOVERY (2005)
 JE0111
 JE0111'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0111'THE TELEPHONE POLE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0910 ***********************************************************************
 JD0910  DESIGNATION -  G 96
 JD0910  PID         -  JD0910
 JD0910  STATE/COUNTY-  MO/PETTIS
 JD0910  USGS QUAD   -  BEAMAN (1978)
 JD0910
 JD0910                         *CURRENT SURVEY CONTROL
 JD0910  ___________________________________________________________________
 JD0910* NAD 83(1986)-  38 45 38.     (N)    093 13 22.     (W)     SCALED    
 JD0910* NAVD 88     -       225.391  (meters)     739.47   (feet)  ADJUSTED  
 JD0910  ___________________________________________________________________
 JD0910  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0910  DYNAMIC HT  -         225.241 (meters)     738.98  (feet)  COMP
 JD0910  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 JD0910
 JD0910  VERT ORDER  -  SECOND    CLASS 0
 JD0910
 JD0910.The horizontal coordinates were scaled from a topographic map and have
 JD0910.an estimated accuracy of +/- 6 seconds.
 JD0910
 JD0910.The orthometric height was determined by differential leveling
 JD0910.and adjusted by the National Geodetic Survey in June 1991..
 JD0910
 JD0910.The geoid height was determined by GEOID03.
 JD0910
 JD0910.The dynamic height is computed by dividing the NAVD 88
 JD0910.geopotential number by the normal gravity value computed on the
 JD0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0910.degrees latitude (g = 980.6199 gals.).
 JD0910
 JD0910.The modeled gravity was interpolated from observed gravity values.
 JD0910
 JD0910;                    North         East    Units  Estimated Accuracy
 JD0910;SPC MO C     -   325,100.      437,180.      MT  (+/- 180 meters Scaled)
 JD0910
 JD0910                          SUPERSEDED SURVEY CONTROL
 JD0910
 JD0910  NGVD 29 (??/??/92)  225.32   (m)          739.2    (f) COMPUTED    2 0
 JD0910
 JD0910.Superseded values are not recommended for survey control.
 JD0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0910.See file dsdata.txt to determine how the superseded data were derived.
 JD0910
 JD0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC806902(NAD 83)
 JD0910_MARKER: DB = BENCH MARK DISK
 JD0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0910_STAMPING: G 96 1935
 JD0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0910+STABILITY: SURFACE MOTION
 JD0910
 JD0910  HISTORY     - Date     Condition        Report By
 JD0910  HISTORY     - 1935     MONUMENTED       CGS
 JD0910  HISTORY     - 1962     MARK NOT FOUND   NGS
 JD0910
 JD0910                          STATION DESCRIPTION
 JD0910
 JD0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0910'3.5 MI N FROM SEDALIA.
 JD0910'3.5 MILES NORTH ALONG U.S. HIGHWAY 65 FROM SEDALIA, PETTIS
 JD0910'COUNTY, ON THE HARVEY DOW PROPERTY, 150 FEET SOUTH OF THE SOUTH
 JD0910'END OF A CONCRETE BRIDGE OVER CEDAR CREEK, AND 30 FEET EAST OF
 JD0910'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 96
 JD0910'1935 AND SET IN THE TOP OF A CONCRETE POST.
 JD0910
 JD0910                          STATION RECOVERY (1962)
 JD0910
 JD0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0740 ***********************************************************************
 JD0740  DESIGNATION -  G 97
 JD0740  PID         -  JD0740
 JD0740  STATE/COUNTY-  MO/SALINE
 JD0740  USGS QUAD   -  LONGWOOD (1979)
 JD0740
 JD0740                         *CURRENT SURVEY CONTROL
 JD0740  ___________________________________________________________________
 JD0740* NAD 83(1986)-  38 57 30.     (N)    093 12 25.     (W)     SCALED    
 JD0740* NAVD 88     -       238.649  (meters)     782.97   (feet)  ADJUSTED  
 JD0740  ___________________________________________________________________
 JD0740  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0740  DYNAMIC HT  -         238.498 (meters)     782.47  (feet)  COMP
 JD0740  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JD0740
 JD0740  VERT ORDER  -  SECOND    CLASS 0
 JD0740
 JD0740.The horizontal coordinates were scaled from a topographic map and have
 JD0740.an estimated accuracy of +/- 6 seconds.
 JD0740
 JD0740.The orthometric height was determined by differential leveling
 JD0740.and adjusted by the National Geodetic Survey in June 1991..
 JD0740
 JD0740.The geoid height was determined by GEOID03.
 JD0740
 JD0740.The dynamic height is computed by dividing the NAVD 88
 JD0740.geopotential number by the normal gravity value computed on the
 JD0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0740.degrees latitude (g = 980.6199 gals.).
 JD0740
 JD0740.The modeled gravity was interpolated from observed gravity values.
 JD0740
 JD0740;                    North         East    Units  Estimated Accuracy
 JD0740;SPC MO C     -   347,040.      438,730.      MT  (+/- 180 meters Scaled)
 JD0740
 JD0740                          SUPERSEDED SURVEY CONTROL
 JD0740
 JD0740  NGVD 29 (??/??/92)  238.56   (m)          782.7    (f) COMPUTED    2 0
 JD0740
 JD0740.Superseded values are not recommended for survey control.
 JD0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0740.See file dsdata.txt to determine how the superseded data were derived.
 JD0740
 JD0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD820121(NAD 83)
 JD0740_MARKER: DB = BENCH MARK DISK
 JD0740_SETTING: 0 = UNSPECIFIED SETTING
 JD0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0740
 JD0740  HISTORY     - Date     Condition        Report By
 JD0740  HISTORY     - UNK      MONUMENTED       CGS
 JD0740  HISTORY     - 1935     GOOD             NGS
 JD0740
 JD0740                          STATION DESCRIPTION
 JD0740
 JD0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD0740'12.4 MI E FROM SWEET SPRINGS.
 JD0740'12.4 MI E ON U.S. HIGHWAY 40, 12 MILES EAST OF SWEET SPRINGS
 JD0740'AND 12 MILES SOUTH OF MARSHALL IN THE SOUTHEAST CORNER OF THE
 JD0740'INTERSECTION OF U.S. HIGHWAYS 40 AND 65, 35 FEET SOUTH OF THE
 JD0740'CENTERLINE OF U.S. HIGHWAY 40 AND 35 FEET EAST OF THE CENTERLINE OF
 JD0740'U.S. HIGHWAY 65, 57 1/2 FEET SOUTHEAST OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0741 ***********************************************************************
 JD0741  DESIGNATION -  G 97 RESET
 JD0741  PID         -  JD0741
 JD0741  STATE/COUNTY-  MO/SALINE
 JD0741  USGS QUAD   -  LONGWOOD (1979)
 JD0741
 JD0741                         *CURRENT SURVEY CONTROL
 JD0741  ___________________________________________________________________
 JD0741* NAD 83(1986)-  38 57 30.     (N)    093 12 25.     (W)     SCALED    
 JD0741* NAVD 88     -       238.239  (meters)     781.62   (feet)  ADJUSTED  
 JD0741  ___________________________________________________________________
 JD0741  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0741  DYNAMIC HT  -         238.088 (meters)     781.13  (feet)  COMP
 JD0741  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JD0741
 JD0741  VERT ORDER  -  SECOND    CLASS 0
 JD0741
 JD0741.The horizontal coordinates were scaled from a topographic map and have
 JD0741.an estimated accuracy of +/- 6 seconds.
 JD0741
 JD0741.The orthometric height was determined by differential leveling
 JD0741.and adjusted by the National Geodetic Survey in June 1991..
 JD0741
 JD0741.The geoid height was determined by GEOID03.
 JD0741
 JD0741.The dynamic height is computed by dividing the NAVD 88
 JD0741.geopotential number by the normal gravity value computed on the
 JD0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0741.degrees latitude (g = 980.6199 gals.).
 JD0741
 JD0741.The modeled gravity was interpolated from observed gravity values.
 JD0741
 JD0741;                    North         East    Units  Estimated Accuracy
 JD0741;SPC MO C     -   347,040.      438,730.      MT  (+/- 180 meters Scaled)
 JD0741
 JD0741                          SUPERSEDED SURVEY CONTROL
 JD0741
 JD0741  NGVD 29 (??/??/92)  238.158  (m)          781.36   (f) ADJ UNCH    2 0
 JD0741
 JD0741.Superseded values are not recommended for survey control.
 JD0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0741.See file dsdata.txt to determine how the superseded data were derived.
 JD0741
 JD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD820121(NAD 83)
 JD0741_MARKER: DB = BENCH MARK DISK
 JD0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0741_STAMPING: G 97 RESET 1961 (1935)
 JD0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0741+STABILITY: SURFACE MOTION
 JD0741
 JD0741  HISTORY     - Date     Condition        Report By
 JD0741  HISTORY     - 1961     MONUMENTED       CGS
 JD0741  HISTORY     - 1963     GOOD             NGS
 JD0741
 JD0741                          STATION DESCRIPTION
 JD0741
 JD0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0741'12.5 MI NE FROM SWEET SPRINGS.
 JD0741'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE MISSOURI
 JD0741'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 11.7 MILES
 JD0741'EAST ALONG U.S. HIGHWAY 40, 150 YARDS EAST-SOUTHEAST OF THE
 JD0741'INTERSECTION OF U.S. HIGHWAY 40 AND 65, 110 FEET SOUTH OF THE
 JD0741'CENTERLINE OF OLD HIGHWAY 40, 95 FEET WEST OF THE WEST SIDE
 JD0741'OF A SERVICE STATION, 52 FEET NORTH OF THE NORTHEAST CORNER OF
 JD0741'A STORE, 3 FEET SOUTHEAST OF A SIGN POST, A DISK IN THE TOP OF A
 JD0741'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0639 ***********************************************************************
 KD0639  DESIGNATION -  G 98
 KD0639  PID         -  KD0639
 KD0639  STATE/COUNTY-  MO/LAFAYETTE
 KD0639  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0639
 KD0639                         *CURRENT SURVEY CONTROL
 KD0639  ___________________________________________________________________
 KD0639* NAD 83(1986)-  39 11 07.     (N)    093 52 59.     (W)     SCALED    
 KD0639* NAVD 88     -       259.071  (meters)     849.97   (feet)  ADJUSTED  
 KD0639  ___________________________________________________________________
 KD0639  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0639  DYNAMIC HT  -         258.910 (meters)     849.44  (feet)  COMP
 KD0639  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 KD0639
 KD0639  VERT ORDER  -  FIRST     CLASS II
 KD0639
 KD0639.The horizontal coordinates were scaled from a topographic map and have
 KD0639.an estimated accuracy of +/- 6 seconds.
 KD0639
 KD0639.The orthometric height was determined by differential leveling
 KD0639.and adjusted by the National Geodetic Survey in June 1991..
 KD0639.WARNING-Repeat measurements at this control monument indicate possible
 KD0639.vertical movement.
 KD0639
 KD0639.The geoid height was determined by GEOID03.
 KD0639
 KD0639.The dynamic height is computed by dividing the NAVD 88
 KD0639.geopotential number by the normal gravity value computed on the
 KD0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0639.degrees latitude (g = 980.6199 gals.).
 KD0639
 KD0639.The modeled gravity was interpolated from observed gravity values.
 KD0639
 KD0639;                    North         East    Units  Estimated Accuracy
 KD0639;SPC MO W     -   335,200.      903,300.      MT  (+/- 180 meters Scaled)
 KD0639
 KD0639                          SUPERSEDED SURVEY CONTROL
 KD0639
 KD0639  NGVD 29 (??/??/92)  258.969  (m)          849.63   (f) ADJ UNCH    1 2
 KD0639
 KD0639.Superseded values are not recommended for survey control.
 KD0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0639.See file dsdata.txt to determine how the superseded data were derived.
 KD0639
 KD0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD237377(NAD 83)
 KD0639_MARKER: DB = BENCH MARK DISK
 KD0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0639_SP_SET: CONCRETE POST
 KD0639_STAMPING: G 98 1935
 KD0639_MARK LOGO: CGS   
 KD0639_PROJECTION: FLUSH
 KD0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0639+STABILITY: SURFACE MOTION
 KD0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0639+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 KD0639
 KD0639  HISTORY     - Date     Condition        Report By
 KD0639  HISTORY     - UNK      MONUMENTED       CGS
 KD0639  HISTORY     - 1962     GOOD             NGS
 KD0639  HISTORY     - 1986     GOOD             NGS
 KD0639  HISTORY     - 20050322 GOOD             MODNR
 KD0639  HISTORY     - 20050429 GOOD             GEOCAC
 KD0639
 KD0639                          STATION DESCRIPTION
 KD0639
 KD0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0639'AT LEXINGTON.
 KD0639'AT LEXINGTON, AT THE INTERSECTION OF THIRTEENTH AND MAIN
 KD0639'STREETS, AT THE POST OFFICE, IN THE NORTHWEST CORNER OF THE
 KD0639'LAWN, 1 FOOT SOUTH OF THE SIDEWALK, ABOUT 1 FOOT ABOVE THE
 KD0639'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 KD0639
 KD0639                          STATION RECOVERY (1986)
 KD0639
 KD0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0639'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 KD0639'LEXINGTON, AT THE INTERSECTION OF MAIN AND 13TH STREET, NEAR THE
 KD0639'NORTHWEST CORNER OF A LAWN AT THE OLD POST OFFICE BUILDING, 12.4 M
 KD0639'(40.7 FT) SOUTH OF THE CENTERLINE OF MAIN STREET, 9.7 M (31.8 FT) EAST
 KD0639'OF THE CENTERLINE OF 13TH STREET, AND 3.3 M (10.8 FT) NORTHWEST OF THE
 KD0639'NORTHWEST CORNER OF THE BUILDING.
 KD0639'THE MARK IS 0.3 M ABOVE THE STREETS.
 KD0639
 KD0639                          STATION RECOVERY (2005)
 KD0639
 KD0639'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0639'RECOVERED IN GOOD CONDITION.
 KD0639
 KD0639                          STATION RECOVERY (2005)
 KD0639
 KD0639'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD0639'THE OLD POST OFFICE BUILDING IS NOW THE ADMIN CENTER OF THE LEXINGTON
 KD0639'R-V SCHOOL DISTRICT.
 KD0639' 
 KD0639'HANDHELD COORDINATES N39 11.121 W93 52.780. DATASHEET COORDINATES ARE
 KD0639'ABOUT 0.2 MILES TO THE WEST.
 KD0639' 
 KD0639' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0850 ***********************************************************************
 JC0850  DESIGNATION -  G 99
 JC0850  PID         -  JC0850
 JC0850  STATE/COUNTY-  MO/OSAGE
 JC0850  USGS QUAD   -  FREEBURG (1981)
 JC0850
 JC0850                         *CURRENT SURVEY CONTROL
 JC0850  ___________________________________________________________________
 JC0850* NAD 83(1986)-  38 18 34.     (N)    091 52 36.     (W)     SCALED    
 JC0850* NAVD 88     -       208.689  (meters)     684.67   (feet)  ADJUSTED  
 JC0850  ___________________________________________________________________
 JC0850  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JC0850  DYNAMIC HT  -         208.543 (meters)     684.19  (feet)  COMP
 JC0850  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 JC0850
 JC0850  VERT ORDER  -  SECOND    CLASS 0
 JC0850
 JC0850.The horizontal coordinates were scaled from a topographic map and have
 JC0850.an estimated accuracy of +/- 6 seconds.
 JC0850
 JC0850.The orthometric height was determined by differential leveling
 JC0850.and adjusted by the National Geodetic Survey in June 1991..
 JC0850
 JC0850.The geoid height was determined by GEOID03.
 JC0850
 JC0850.The dynamic height is computed by dividing the NAVD 88
 JC0850.geopotential number by the normal gravity value computed on the
 JC0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0850.degrees latitude (g = 980.6199 gals.).
 JC0850
 JC0850.The modeled gravity was interpolated from observed gravity values.
 JC0850
 JC0850;                    North         East    Units  Estimated Accuracy
 JC0850;SPC MO C     -   274,960.      554,520.      MT  (+/- 180 meters Scaled)
 JC0850
 JC0850                          SUPERSEDED SURVEY CONTROL
 JC0850
 JC0850  NGVD 29 (??/??/92)  208.679  (m)          684.64   (f) ADJ UNCH    2 0
 JC0850
 JC0850.Superseded values are not recommended for survey control.
 JC0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0850.See file dsdata.txt to determine how the superseded data were derived.
 JC0850
 JC0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC982407(NAD 83)
 JC0850_MARKER: DB = BENCH MARK DISK
 JC0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0850_STAMPING: G 99 1935
 JC0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0850+STABILITY: SURFACE MOTION
 JC0850
 JC0850  HISTORY     - Date     Condition        Report By
 JC0850  HISTORY     - 1935     MONUMENTED       CGS
 JC0850
 JC0850                          STATION DESCRIPTION
 JC0850
 JC0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0850'2.6 MI E FROM FREEBURG.
 JC0850'2.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0850'RAILROAD FROM THE STATION AT FREEBURG, OSAGE COUNTY, 19 POLES
 JC0850'WEST OF MILEPOST 115, 50 YARDS NORTH OF A FARMHOUSE, 9 YARDS
 JC0850'NORTH OF THE CENTERLINE OF THE TRACK, OPPOSITE A SLOW SIGN AT
 JC0850'THE WEST END OF A SHORT DEEP CUT, 2 YARDS EAST OF THE SECTION
 JC0850'CAR SET-OFF, AND 5 YARDS SOUTH OF A FENCE.  A STANDARD DISK,
 JC0850'STAMPED G 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0416 ***********************************************************************
 JC0416  DESIGNATION -  G=507
 JC0416  PID         -  JC0416
 JC0416  STATE/COUNTY-  MO/FRANKLIN
 JC0416  USGS QUAD   -  MOSELLE (1980)
 JC0416
 JC0416                         *CURRENT SURVEY CONTROL
 JC0416  ___________________________________________________________________
 JC0416* NAD 83(1986)-  38 23 13.     (N)    090 53 48.     (W)     SCALED    
 JC0416* NAVD 88     -       151.427  (meters)     496.81   (feet)  ADJUSTED  
 JC0416  ___________________________________________________________________
 JC0416  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JC0416  DYNAMIC HT  -         151.328 (meters)     496.48  (feet)  COMP
 JC0416  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 JC0416
 JC0416  VERT ORDER  -  FIRST     CLASS II
 JC0416
 JC0416.The horizontal coordinates were scaled from a topographic map and have
 JC0416.an estimated accuracy of +/- 6 seconds.
 JC0416
 JC0416.The orthometric height was determined by differential leveling
 JC0416.and adjusted by the National Geodetic Survey in June 1991..
 JC0416
 JC0416.The geoid height was determined by GEOID03.
 JC0416
 JC0416.The dynamic height is computed by dividing the NAVD 88
 JC0416.geopotential number by the normal gravity value computed on the
 JC0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0416.degrees latitude (g = 980.6199 gals.).
 JC0416
 JC0416.The modeled gravity was interpolated from observed gravity values.
 JC0416
 JC0416;                    North         East    Units  Estimated Accuracy
 JC0416;SPC MO E     -   283,460.      215,350.      MT  (+/- 180 meters Scaled)
 JC0416
 JC0416                          SUPERSEDED SURVEY CONTROL
 JC0416
 JC0416  NGVD 29 (??/??/92)  151.487  (m)          497.00   (f) ADJ UNCH    1 2
 JC0416
 JC0416.Superseded values are not recommended for survey control.
 JC0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0416.See file dsdata.txt to determine how the superseded data were derived.
 JC0416
 JC0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC837508(NAD 83)
 JC0416_MARKER: P = PIPE CAP
 JC0416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0416_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0416_STAMPING: 507
 JC0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0416
 JC0416  HISTORY     - Date     Condition        Report By
 JC0416  HISTORY     - UNK      MONUMENTED       USGS
 JC0416  HISTORY     - 1949     GOOD             NGS
 JC0416
 JC0416                          STATION DESCRIPTION
 JC0416
 JC0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0416'6.4 MI NE FROM ST CLAIR.
 JC0416'ABOUT 6.35 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0416'RAILWAY FROM THE STATION AT ST. CLAIR, 91 FEET SOUTHWEST OF
 JC0416'THE SOUTH CORNER OF THE STATION AT MOSELLE, 43 FEET SOUTHEAST
 JC0416'OF THE SOUTH CORNER OF THE PORCH OF A 2 STORY BRICK HOUSE, 25
 JC0416'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 11.5
 JC0416'FEET SOUTHWEST OF MILE POLE 46-1 AND IN LINE WITH THE POLE LINE,
 JC0416'1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 JC0416'ABOVE THE LEVEL OF THE TRACK AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6236 ***********************************************************************
 AC6236  DESIGNATION -  GA 01
 AC6236  PID         -  AC6236
 AC6236  STATE/COUNTY-  MO/GASCONADE
 AC6236  USGS QUAD   -  STRAIN (1980)
 AC6236
 AC6236                         *CURRENT SURVEY CONTROL
 AC6236  ___________________________________________________________________
 AC6236* NAD 83(1997)-  38 20 33.09061(N)    091 22 20.48052(W)     ADJUSTED  
 AC6236* NAVD 88     -       261.1    (meters)     857.     (feet)  GPS OBS   
 AC6236  ___________________________________________________________________
 AC6236  X           -    -119,967.427 (meters)                     COMP
 AC6236  Y           -  -5,007,676.016 (meters)                     COMP
 AC6236  Z           -   3,935,476.904 (meters)                     COMP
 AC6236  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AC6236  ELLIP HEIGHT-         230.12  (meters)          (02/17/00) GPS OBS
 AC6236  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AC6236
 AC6236  HORZ ORDER  -  FIRST
 AC6236  ELLP ORDER  -  FOURTH    CLASS I
 AC6236
 AC6236.The horizontal coordinates were established by GPS observations
 AC6236.and adjusted by the National Geodetic Survey in February 2000..
 AC6236
 AC6236.The orthometric height was determined by GPS observations and a
 AC6236.high-resolution geoid model.
 AC6236
 AC6236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6236
 AC6236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6236
 AC6236.The ellipsoidal height was determined by GPS observations
 AC6236.and is referenced to NAD 83.
 AC6236
 AC6236.The geoid height was determined by GEOID03.
 AC6236
 AC6236;                    North         East     Units Scale Factor Converg.
 AC6236;SPC MO E     -   278,810.052   173,741.003   MT  1.00000493   -0 32 28.3
 AC6236;UTM  15      - 4,245,073.553   642,240.044   MT  0.99984917   +1 00 35.6
 AC6236
 AC6236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6236!SPC MO E     -   0.99996389  x   1.00000493  =   0.99996882
 AC6236!UTM  15      -   0.99996389  x   0.99984917  =   0.99981307
 AC6236
 AC6236                          SUPERSEDED SURVEY CONTROL
 AC6236
 AC6236  NAD 83(1997)-  38 20 33.09904(N)    091 22 20.48170(W) AD(       ) 1
 AC6236  NAD 83(1986)-  38 20 33.10660(N)    091 22 20.48295(W) AD(       ) 1
 AC6236
 AC6236.Superseded values are not recommended for survey control.
 AC6236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6236.See file dsdata.txt to determine how the superseded data were derived.
 AC6236
 AC6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4224045074(NAD 83)
 AC6236_MARKER: DD = SURVEY DISK
 AC6236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6236_STAMPING: GA-01 1994
 AC6236_MARK LOGO: MODNR 
 AC6236_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6236+STABILITY: SURFACE MOTION
 AC6236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6236+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6236
 AC6236  HISTORY     - Date     Condition        Report By
 AC6236  HISTORY     - 1994     MONUMENTED       MODNR
 AC6236
 AC6236                          STATION DESCRIPTION
 AC6236
 AC6236'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6236'THE STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6236'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) EAST OF OWENSVILLE, MO,
 AC6236'3.5 MI (5.6 KM) SSE OF ROSEBUD, MO AND ON THE NORTH R/W OF
 AC6236'HOLLANDSWORTH ROAD IN THE NORTHEAST ANGLE OF A FIELD ROAD.  IT IS 8.4
 AC6236'FT (2.6 M) SOUTHWEST OF A NAIL AND WASHER IN A BRACE FENCE POST, 5.8
 AC6236'FT (1.8 M) WEST OF A METAL SIGN POST FOR ENTRANCE (ENS H07-231) , 57.7
 AC6236'FT (17.6 M) NORTHWEST OF INDEPENDENT TELEPHONE COMPANY RISER BOX
 AC6236'612/11, 24.6 FT (7.5 M) NNW OF A 60D NAIL IN THE CENTER LINE OF
 AC6236'HOLLANDSWORTH, 17.8 FT (5.4 M) ENE OF A NAIL AND WASHER IN THE WEST
 AC6236'GATE POST OF THE FIELD ROAD AND 1.6 FT (0.5 M) SOUTH OF A CARSONITE
 AC6236'WITNESS POST IN THE FENCE. THE AZIMUTH MARK IS ABOUT 0.2 MI (0.3 KM)
 AC6236'WEST ON THE NORTH R/W OF HOLLANDSWORTH IT IS 6.2 FT (1.9 M) SOUTH OF A
 AC6236'CARSONITE WITNESS POST AT THE FENCE, 10.9 FT (3.3 M) SOUTHWEST OF A
 AC6236'NAIL AND WASHER IN A WOODEN FENCE POST, 49.2 FT (15.0 M) WEST OF A
 AC6236'METAL ENS SIGN POST FOR H07-251 AND 17.3 FT (5.3 M) NORTH OF A 60D
 AC6236'NAIL IN THE CENTER LINE OF HOLLANDSWORTH. TO REACH THE AZIMUTH MARK
 AC6236'FROM THE JUNCTION OF ROUTE T WITH U.S. HWY.  50 IN ROSEBUD, MO, GO
 AC6236'SOUTH ON ROUTE T FOR 3.45 MI (5.55 KM) TO HOLLANDSWORTH RD.  TURN LEFT
 AC6236'AND GO EAST ON HOLLANDSWORTH FOR 0.3 MI (0.5 KM) TO DANZ RD.  WHERE
 AC6236'HOLLANDSWORTH JOGS NORTH THEN WEST. CONTINUE WEST ON HOLLANDSWORTH FOR
 AC6236'0.5 MI (0.8 KM) TO AZIMUTH MARK ON THE LEFT (NORTH) SIDE AS DESCRIBED.
 AC6236'TO REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE EAST ON
 AC6236'HOLLANDSWORTH FOR 0.15 MI (0.24 KM) TO A FIELD ENTRANCE AND OLD CLAY
 AC6236'PIT ON THE LEFT AND STATION IN THE NORTHEAST ANGLE OF FIELD ROAD AS
 AC6236'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6237 ***********************************************************************
 AC6237  DESIGNATION -  GA 02
 AC6237  PID         -  AC6237
 AC6237  STATE/COUNTY-  MO/GASCONADE
 AC6237  USGS QUAD   -  HERMANN (1985)
 AC6237
 AC6237                         *CURRENT SURVEY CONTROL
 AC6237  ___________________________________________________________________
 AC6237* NAD 83(1997)-  38 41 03.59404(N)    091 22 37.77234(W)     ADJUSTED  
 AC6237* NAVD 88     -       165.6    (meters)     543.     (feet)  GPS OBS   
 AC6237  ___________________________________________________________________
 AC6237  X           -    -119,817.573 (meters)                     COMP
 AC6237  Y           -  -4,983,970.069 (meters)                     COMP
 AC6237  Z           -   3,965,106.501 (meters)                     COMP
 AC6237  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 AC6237  ELLIP HEIGHT-         133.93  (meters)          (02/17/00) GPS OBS
 AC6237  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 AC6237
 AC6237  HORZ ORDER  -  FIRST
 AC6237  ELLP ORDER  -  FOURTH    CLASS I
 AC6237
 AC6237.The horizontal coordinates were established by GPS observations
 AC6237.and adjusted by the National Geodetic Survey in February 2000..
 AC6237
 AC6237.The orthometric height was determined by GPS observations and a
 AC6237.high-resolution geoid model.
 AC6237
 AC6237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6237
 AC6237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6237
 AC6237.The ellipsoidal height was determined by GPS observations
 AC6237.and is referenced to NAD 83.
 AC6237
 AC6237.The geoid height was determined by GEOID03.
 AC6237
 AC6237;                    North         East     Units Scale Factor Converg.
 AC6237;SPC MO E     -   316,755.156   173,682.829   MT  1.00000503   -0 32 53.8
 AC6237;UTM  15      - 4,282,997.085   641,151.082   MT  0.99984535   +1 00 52.2
 AC6237
 AC6237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6237!SPC MO E     -   0.99997899  x   1.00000503  =   0.99998402
 AC6237!UTM  15      -   0.99997899  x   0.99984535  =   0.99982434
 AC6237
 AC6237                          SUPERSEDED SURVEY CONTROL
 AC6237
 AC6237  NAD 83(1997)-  38 41 03.60109(N)    091 22 37.77354(W) AD(       ) 1
 AC6237  NAD 83(1986)-  38 41 03.61295(N)    091 22 37.77424(W) AD(       ) 1
 AC6237
 AC6237.Superseded values are not recommended for survey control.
 AC6237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6237.See file dsdata.txt to determine how the superseded data were derived.
 AC6237
 AC6237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4115182997(NAD 83)
 AC6237_MARKER: DD = SURVEY DISK
 AC6237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6237_STAMPING: GA-02 1994
 AC6237_MARK LOGO: MODNR 
 AC6237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6237+STABILITY: SURFACE MOTION
 AC6237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6237+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6237
 AC6237  HISTORY     - Date     Condition        Report By
 AC6237  HISTORY     - 1994     MONUMENTED       MODNR
 AC6237
 AC6237                          STATION DESCRIPTION
 AC6237
 AC6237'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6237'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6237'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) ESE OF HERMANN, MO ON THE
 AC6237'NORTH SIDE OF ZERO ROAD.  IT IS 20.8 FT (6.3 M) NORTHWEST OF A P.K.
 AC6237'NAIL AND WASHER 12 IN SOUTH OF EDGE OF PAVEMENT NEAR THE CENTER LINE
 AC6237'OF A FIELD ENTRANCE, 11.7 FT (3.6 M) NORTH OF ANOTHER P.K.  NAIL AND
 AC6237'WASHER 12 IN SOUTH OF EDGE OF PAVEMENT, 76.0 FT (23.2 M) NORTHEAST OF
 AC6237'A NAIL AND WASHER IN A UTILITY POLE, AND 2.9 FT (0.9 M) SOUTH OF A
 AC6237'CARSONITE WITNESS POST. THE AZIMUTH MARK IS 0.3 MI (0.5 KM) EAST ON
 AC6237'THE SOUTH SIDE OF ZERO ROAD.  IT IS 10.6 FT (3.2 M) SOUTH AND 14.4 FT
 AC6237'(4.4 M) SOUTHWEST OF P.K.  NAIL AND WASHER 12 IN NORTH OF EDGE OF
 AC6237'PAVEMENT, 7.8 FT (2.4 M) NORTHWEST OF A NAIL AND WASHER IN A UTILITY
 AC6237'POLE AND 2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST. TO REACH
 AC6237'THE STATION FROM THE JUNCTION OF MISSOURI HIGHWAYS 100 AND 19 AT THE
 AC6237'SOUTH END OF THE MISSOURI RIVER BRIDGE IN HERMANN, MO, GO EAST ON
 AC6237'HIGHWAY 100 FOR 3.6 MI (5.8 KM) TO BAREIS ROAD ON THE RIGHT AND ZERO
 AC6237'ROAD ON THE LEFT TURN LEFT AND GO NORTHEASTERLY ON ZERO ROAD FOR 0.45
 AC6237'MI (0.72 KM) TO THE STATION ON THE LEFT (NORTH) SIDE AS DESCRIBED. TO
 AC6237'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON ZERO ROAD
 AC6237'FOR 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT (SOUTH) SIDE AS
 AC6237'DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6238 ***********************************************************************
 AC6238  DESIGNATION -  GA 03
 AC6238  PID         -  AC6238
 AC6238  STATE/COUNTY-  MO/GASCONADE
 AC6238  USGS QUAD   -  DISSEN (1973)
 AC6238
 AC6238                         *CURRENT SURVEY CONTROL
 AC6238  ___________________________________________________________________
 AC6238* NAD 83(1997)-  38 30 53.13081(N)    091 22 07.15226(W)     ADJUSTED  
 AC6238* NAVD 88     -       193.3    (meters)     634.     (feet)  GPS OBS   
 AC6238  ___________________________________________________________________
 AC6238  X           -    -119,358.734 (meters)                     COMP
 AC6238  Y           -  -4,995,750.457 (meters)                     COMP
 AC6238  Z           -   3,950,412.320 (meters)                     COMP
 AC6238  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AC6238  ELLIP HEIGHT-         162.06  (meters)          (02/17/00) GPS OBS
 AC6238  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 AC6238
 AC6238  HORZ ORDER  -  FIRST
 AC6238  ELLP ORDER  -  FOURTH    CLASS I
 AC6238
 AC6238.The horizontal coordinates were established by GPS observations
 AC6238.and adjusted by the National Geodetic Survey in February 2000..
 AC6238
 AC6238.The orthometric height was determined by GPS observations and a
 AC6238.high-resolution geoid model.
 AC6238
 AC6238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6238
 AC6238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6238
 AC6238.The ellipsoidal height was determined by GPS observations
 AC6238.and is referenced to NAD 83.
 AC6238
 AC6238.The geoid height was determined by GEOID03.
 AC6238
 AC6238;                    North         East     Units Scale Factor Converg.
 AC6238;SPC MO E     -   297,924.931   174,244.817   MT  1.00000398   -0 32 27.4
 AC6238;UTM  15      - 4,264,192.094   642,225.282   MT  0.99984911   +1 00 57.7
 AC6238
 AC6238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6238!SPC MO E     -   0.99997457  x   1.00000398  =   0.99997855
 AC6238!UTM  15      -   0.99997457  x   0.99984911  =   0.99982369
 AC6238
 AC6238                          SUPERSEDED SURVEY CONTROL
 AC6238
 AC6238  NAD 83(1997)-  38 30 53.13838(N)    091 22 07.15355(W) AD(       ) 1
 AC6238  NAD 83(1986)-  38 30 53.14923(N)    091 22 07.15436(W) AD(       ) 1
 AC6238
 AC6238.Superseded values are not recommended for survey control.
 AC6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6238.See file dsdata.txt to determine how the superseded data were derived.
 AC6238
 AC6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC4222564192(NAD 83)
 AC6238_MARKER: DD = SURVEY DISK
 AC6238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6238_STAMPING: GA-03 1994
 AC6238_MARK LOGO: MODNR 
 AC6238_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6238+STABILITY: SURFACE MOTION
 AC6238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6238+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6238
 AC6238  HISTORY     - Date     Condition        Report By
 AC6238  HISTORY     - 1994     MONUMENTED       MODNR
 AC6238
 AC6238                          STATION DESCRIPTION
 AC6238
 AC6238'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6238'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6238'STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) SSE OF HERMANN, MO, 8 MI
 AC6238'(12.9 KM) NNW OF GERALD, MO, 6 MI (9.7 KM) NORTHEAST OF DRAKE, MO AND
 AC6238'2 MI (3.2 KM) SOUTH OF THE SMALL COMMUNITY OF STONY HILL ON THE WEST
 AC6238'SIDE OF STONY HILL ROAD (GASCONADE COUNTY RD.  326) .  IT IS ABOUT 140
 AC6238'FT (42.7 M) SOUTH OF A PRIVATE ENTRANCE TO ENS LOCATION SH4/050 (WEST)
 AC6238'AND SH4/045 (EAST) , IT IS 40.8 FT (12.4 M) SOUTHWEST OF A NAIL AND
 AC6238'WASHER IN A FENCE POST, 13.1 FT (4.0 M) WEST OF A 60D NAIL NEAR THE
 AC6238'CENTER LINE OF ROAD, 38.3 FT (11.7 M) NORTHWEST OF A NAIL AND WASHER
 AC6238'IN A FENCE POST, AND 3.7 FT (1.1 M) NORTH OF A CARSONITE WITNESS POST.
 AC6238'THE AZIMUTH MARK IS 0.2 MI (0.3 KM) NORTH ON THE EAST SIDE OF STONY
 AC6238'HILL ROAD JUST SOUTH OF A WYE FIELD ENTRANCE.  IT IS 3.9 FT (1.2 M)
 AC6238'SOUTHWEST OF AN ALUMINUM NAIL AND WASHER IN AN 8 IN WALNUT, 5.4 FT
 AC6238'(1.6 M) NORTHWEST OF AN ALUMINUM NAIL AND WASHER IN A 9 IN LOCUST, 3.2
 AC6238'FT (1.0 M) NORTH OF A CARSONITE WITNESS POST, 24.1 FT (7.3 M) ENE OF A
 AC6238'60D NAIL NEAR THE CENTER LINE OF ROAD, 57.5 FT (17.5 M) SOUTHEAST OF
 AC6238'THE SOUTHWEST CORNER OF THE WEST HEADWALL OF A 3 X 2.5 BOX CULVERT AND
 AC6238'56.1 FT (17.1 M) SSE OF A CABLE WARNING SIGN AND TELEPHONE RISER BOX
 AC6238'875/8CA. TO REACH THE STATION FROM THE JUNCTION OF U.S.  HWY.  50,
 AC6238'MISSOURI HWY.  19 AND ROUTE ZZ AT DRAKE, MO, GO EASTERLY ON ROUTE ZZ
 AC6238'FOR 6.0 MI (9.7 KM) TO STONY HILL ROAD (GASCONADE CO.  RD.  326) ON
 AC6238'THE LEFT, TURN LEFT AND GO NORTHERLY ON STONY HILL ROAD FOR 2.2 MI
 AC6238'(3.5 KM) TO THE STATION ON THE LEFT (WEST) SIDE JUST BEYOND A CURVE.
 AC6238'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON STONY
 AC6238'HILL ROAD FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT (EAST) SIDE
 AC6238'JUST SOUTH OF A FIELD ENTRANCE AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6239 ***********************************************************************
 AC6239  DESIGNATION -  GA 04
 AC6239  PID         -  AC6239
 AC6239  STATE/COUNTY-  MO/GASCONADE
 AC6239  USGS QUAD   -  OWENSVILLE EAST (1980)
 AC6239
 AC6239                         *CURRENT SURVEY CONTROL
 AC6239  ___________________________________________________________________
 AC6239* NAD 83(1997)-  38 21 55.88503(N)    091 28 50.17740(W)     ADJUSTED  
 AC6239* NAVD 88     -       290.88   (meters)     954.3    (feet)  LEVELING  
 AC6239  ___________________________________________________________________
 AC6239  X           -    -129,387.897 (meters)                     COMP
 AC6239  Y           -  -5,005,880.020 (meters)                     COMP
 AC6239  Z           -   3,937,497.350 (meters)                     COMP
 AC6239  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 AC6239  ELLIP HEIGHT-         259.78  (meters)          (02/17/00) GPS OBS
 AC6239  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AC6239
 AC6239  HORZ ORDER  -  FIRST
 AC6239  VERT ORDER  -  THIRD ?
 AC6239  ELLP ORDER  -  FOURTH    CLASS I
 AC6239
 AC6239.The horizontal coordinates were established by GPS observations
 AC6239.and adjusted by the National Geodetic Survey in February 2000..
 AC6239
 AC6239.The orthometric height was determined by differential leveling.
 AC6239.The vertical network tie was performed by a horz. field party for horz.
 AC6239.obs reductions. Reset procedures were used to establish the elevation.
 AC6239
 AC6239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6239
 AC6239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6239
 AC6239.The ellipsoidal height was determined by GPS observations
 AC6239.and is referenced to NAD 83.
 AC6239
 AC6239.The geoid height was determined by GEOID03.
 AC6239
 AC6239;                    North         East     Units Scale Factor Converg.
 AC6239;SPC MO E     -   281,457.805   164,305.065   MT  1.00002374   -0 36 31.2
 AC6239;UTM  15      - 4,247,464.422   632,737.599   MT  0.99981699   +0 56 35.5
 AC6239
 AC6239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6239!SPC MO E     -   0.99995924  x   1.00002374  =   0.99998298
 AC6239!UTM  15      -   0.99995924  x   0.99981699  =   0.99977624
 AC6239
 AC6239                          SUPERSEDED SURVEY CONTROL
 AC6239
 AC6239  NAD 83(1997)-  38 21 55.89863(N)    091 28 50.17923(W) AD(       ) 1
 AC6239  NAD 83(1986)-  38 21 55.90027(N)    091 28 50.17957(W) AD(       ) 1
 AC6239
 AC6239.Superseded values are not recommended for survey control.
 AC6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6239.See file dsdata.txt to determine how the superseded data were derived.
 AC6239
 AC6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC3273847464(NAD 83)
 AC6239_MARKER: DD = SURVEY DISK
 AC6239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6239_STAMPING: GA-04 1994
 AC6239_MARK LOGO: MODNR 
 AC6239_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6239+STABILITY: SURFACE MOTION
 AC6239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6239+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6239
 AC6239  HISTORY     - Date     Condition        Report By
 AC6239  HISTORY     - 1994     MONUMENTED       MODNR
 AC6239
 AC6239                          STATION DESCRIPTION
 AC6239
 AC6239'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6239'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6239'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHEAST OF OWENSVILLE ON
 AC6239'THE WEST RIGHT-OF-WAY OF MO HWY.  19.  IT IS ON THE FILL AND BEHIND
 AC6239'GUARDRAIL ON THE NORTHWEST SIDE OF THE BRIDGE OVER THE NOW ABANDONED
 AC6239'C.R.I.P TRACKS.  IT IS 11.5 FT (3.5 M) WEST OF THE EDGE OF PAVEMENT,
 AC6239'2.7 FT (0.8 M) WEST OF THE NORTHWEST CORNER OF THE 5TH EXPOSED
 AC6239'GUARDRAIL POST FROM THE NORTH, 75.1 FT (22.9 M) NORTH OF A CUT X ON
 AC6239'THE CURB ABOVE THE NORTHWEST BRIDGE DRAIN PIPE AND 24.3 FT (7.4 M)
 AC6239'SOUTH OF THE WEST WEB ON THE 1ST EXPOSED GUARD RAIL POST FROM THE
 AC6239'NORTH END. THE AZIMUTH MARK IS 0.4 MI (0.6 KM) NORTH ON THE EAST SIDE
 AC6239'OF MO HWY.  19 AND THE NORTH SIDE OF THE MIDDLE OF 3 ENTRANCES TO
 AC6239'GASCONADE COUNTY R-2 SENIOR HIGH SCHOOL.  IT IS 22.2 FT (6.8 M) EAST
 AC6239'OF THE EDGE OF PAVEMENT, 15.0 FT (4.6 M) SOUTHWEST OF A NAIL AND
 AC6239'WASHER IN A POST FOR A WOODEN RAIL FENCE, 9.80 FT (2.99 M) WEST OF THE
 AC6239'RAIL FENCE, 14.1 FT (4.3 M) NORTHWEST OF A METAL GATE POST AT THE
 AC6239'SOUTH END OF THE RAIL FENCE AND 28.0 FT (8.5 M) NORTH OF THE CENTER
 AC6239'LINE OF THE ENTRANCE DRIVE. TO REACH THE STATION FROM THE JUNCTION OF
 AC6239'MO HWY.  28 WITH MO HWY. 19 NORTH (ABOUT 1 MI (1.6 KM) EAST OF THE
 AC6239'JUNCTION WITH HWY.  19 SOUTH) , GO NORTH ON HWY.  19 FOR 0.65 MI (1.05
 AC6239'KM) TO THE BRIDGE OVER THE RAILROAD, CONTINUE NORTH FOR 0.05 MI (0.08
 AC6239'KM) TO THE STATION ON THE LEFT (WEST) SIDE BEHIND THE NORTHWEST
 AC6239'GUARDRAIL AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC6239'CONTINUE NORTH ON MO HWY.  19 FOR 0.4 MI (0.6 KM) TO THE CENTER
 AC6239'ENTRANCE TO THE GASCONADE COUNTY R-2 SENIOR HIGH SCHOOL AND THE MARK
 AC6239'ON THE RIGHT (EAST) SIDE IN THE NORTHEAST ANGLE OF THE ENTRANCE WITH
 AC6239'THE HIGHWAY. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6240 ***********************************************************************
 AC6240  DESIGNATION -  GA 05
 AC6240  PID         -  AC6240
 AC6240  STATE/COUNTY-  MO/GASCONADE
 AC6240  USGS QUAD   -  OWENSVILLE WEST (1981)
 AC6240
 AC6240                         *CURRENT SURVEY CONTROL
 AC6240  ___________________________________________________________________
 AC6240* NAD 83(1997)-  38 20 22.85796(N)    091 30 52.98783(W)     ADJUSTED  
 AC6240* NAVD 88     -       300.8    (meters)     987.     (feet)  GPS OBS   
 AC6240  ___________________________________________________________________
 AC6240  X           -    -132,415.638 (meters)                     COMP
 AC6240  Y           -  -5,007,589.142 (meters)                     COMP
 AC6240  Z           -   3,935,253.955 (meters)                     COMP
 AC6240  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AC6240  ELLIP HEIGHT-         269.66  (meters)          (02/17/00) GPS OBS
 AC6240  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AC6240
 AC6240  HORZ ORDER  -  FIRST
 AC6240  ELLP ORDER  -  FOURTH    CLASS I
 AC6240
 AC6240.The horizontal coordinates were established by GPS observations
 AC6240.and adjusted by the National Geodetic Survey in February 2000..
 AC6240
 AC6240.The orthometric height was determined by GPS observations and a
 AC6240.high-resolution geoid model.
 AC6240
 AC6240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6240
 AC6240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6240
 AC6240.The ellipsoidal height was determined by GPS observations
 AC6240.and is referenced to NAD 83.
 AC6240
 AC6240.The geoid height was determined by GEOID03.
 AC6240
 AC6240;                    North         East     Units Scale Factor Converg.
 AC6240;SPC MO E     -   278,621.699   161,292.251   MT  1.00003021   -0 37 46.2
 AC6240;UTM  15      - 4,244,548.413   629,803.305   MT  0.99980750   +0 55 17.3
 AC6240
 AC6240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6240!SPC MO E     -   0.99995769  x   1.00003021  =   0.99998790
 AC6240!UTM  15      -   0.99995769  x   0.99980750  =   0.99976520
 AC6240
 AC6240                          SUPERSEDED SURVEY CONTROL
 AC6240
 AC6240  NAD 83(1986)-  38 20 22.87313(N)    091 30 52.99000(W) AD(       ) 1
 AC6240
 AC6240.Superseded values are not recommended for survey control.
 AC6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6240.See file dsdata.txt to determine how the superseded data were derived.
 AC6240
 AC6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC2980344548(NAD 83)
 AC6240_MARKER: DD = SURVEY DISK
 AC6240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6240_STAMPING: GA-05 1994
 AC6240_MARK LOGO: MODNR 
 AC6240_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6240+STABILITY: SURFACE MOTION
 AC6240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6240+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6240
 AC6240  HISTORY     - Date     Condition        Report By
 AC6240  HISTORY     - 1994     MONUMENTED       MODNR
 AC6240
 AC6240                          STATION DESCRIPTION
 AC6240
 AC6240'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6240'THE STATION AND AZIMUTH MARK ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6240'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) SOUTHWEST OF THE CENTER OF
 AC6240'OWENSVILLE, MO ON THE SOUTHEAST RIGHT-OF-WAY OF MO HWY.  28 AT ITS
 AC6240'JUNCTION WITH ROUTE Y.  IT IS 22.8 FT (6.9 M) SOUTHEAST OF THE EDGE OF
 AC6240'PAVEMENT, 44.8 FT (13.7 M) WEST OF A NAIL AND WASHER IN A DOUBLE GUYED
 AC6240'UTILITY POLE WITH TWO TRANSFORMERS AND LIGHT, 64.3 FT (19.6 M)
 AC6240'NORTHEAST OF A GRADER BLADE RIGHT-OF-WAY MARKER AT THE NORTH SIDE OF A
 AC6240'UTILITY POLE WITH A SWITCH HANDLE ( C-349) AND 18.8 FT (5.7 M)
 AC6240'NORTHEAST OF THE CENTER LINE JOINT OF THE ENTRANCE TO FRENE VALLEY
 AC6240'HEALTH CARE SOUTH. THE AZIMUTH MARK IS .25 MI (0.40 KM) SOUTHWEST ON
 AC6240'THE SOUTHEAST RIGHT-OF-WAY OF HWY.  28 AND IN THE EAST ANGLE OF A
 AC6240'CONCRETE COMMERCIAL ENTRANCE.  IT IS 23.7 FT (7.2 M) SOUTHEAST OF THE
 AC6240'EDGE OF PAVEMENT, 37.6 FT (11.5 M) SOUTHWEST OF A CUT X IN THE CENTER
 AC6240'OF THE SOUTHEAST HEADWALL OF A 2.5 X 1 1/2 BOX CULVERT, 34.2 FT (10.4
 AC6240'M) WEST OF A BENT SPIKE IN UTILITY POLE SW6345, 20.5 FT (6.2 M)
 AC6240'NORTHWEST OF A TELEPHONE RISER BOX 800/1D AND 23.7 FT (7.2 M)
 AC6240'NORTHEAST OF THE CENTER LINE JOINT OF THE COMMERCIAL ENTRANCE AND 2.6
 AC6240'FT (0.8 M) SOUTHWEST OF CARSONITE WITNESS POST. TO REACH THE STATION
 AC6240'FROM THE JUNCTION OF MISSOURI HIGHWAY 28 WITH MISSOURI HIGHWAY 19
 AC6240'SOUTH IN THE SOUTHEAST PART OF OWENSVILLE, MO, GO WEST AND SOUTHWEST
 AC6240'ON HIGHWAY 28 FOR 1.2 MI (1.9 KM) TO THE JUNCTION WITH ROUTE Y AND THE
 AC6240'STATION ON THE LEFT (SOUTHEAST) RIGHT-OF-WAY AS DESCRIBED. TO REACH
 AC6240'THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON HIGHWAY 28
 AC6240'FOR 0.25 MI (0.40 KM) TO A COMMERCIAL ENTRANCE ON THE LEFT (SOUTHEAST)
 AC6240'SIDE AND THE MARK IN THE EAST ANGLE OF THE ENTRANCE AS DESCRIBED. DATE
 AC6240'OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0241 ***********************************************************************
 KE0241  DESIGNATION -  GAGE 1
 KE0241  PID         -  KE0241
 KE0241  STATE/COUNTY-  MO/JACKSON
 KE0241  USGS QUAD   -  KANSAS CITY (1991)
 KE0241
 KE0241                         *CURRENT SURVEY CONTROL
 KE0241  ___________________________________________________________________
 KE0241* NAD 83(1986)-  39 06 42.     (N)    094 35 16.     (W)     SCALED    
 KE0241* NAVD 88     -       230.273  (meters)     755.49   (feet)  ADJUSTED  
 KE0241  ___________________________________________________________________
 KE0241  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE0241  DYNAMIC HT  -         230.125 (meters)     755.00  (feet)  COMP
 KE0241  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 KE0241
 KE0241  VERT ORDER  -  FIRST     CLASS II
 KE0241
 KE0241.The horizontal coordinates were scaled from a topographic map and have
 KE0241.an estimated accuracy of +/- 6 seconds.
 KE0241
 KE0241.The orthometric height was determined by differential leveling
 KE0241.and adjusted by the National Geodetic Survey in June 1991..
 KE0241.WARNING-Repeat measurements at this control monument indicate possible
 KE0241.vertical movement.
 KE0241
 KE0241.The geoid height was determined by GEOID03.
 KE0241
 KE0241.The dynamic height is computed by dividing the NAVD 88
 KE0241.geopotential number by the normal gravity value computed on the
 KE0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0241.degrees latitude (g = 980.6199 gals.).
 KE0241
 KE0241.The modeled gravity was interpolated from observed gravity values.
 KE0241
 KE0241;                    North         East    Units  Estimated Accuracy
 KE0241;SPC MO W     -   326,850.      842,410.      MT  (+/- 180 meters Scaled)
 KE0241
 KE0241                          SUPERSEDED SURVEY CONTROL
 KE0241
 KE0241  NGVD 29 (??/??/92)  230.194  (m)          755.23   (f) ADJ UNCH    1 2
 KE0241
 KE0241.Superseded values are not recommended for survey control.
 KE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0241.See file dsdata.txt to determine how the superseded data were derived.
 KE0241
 KE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD627303(NAD 83)
 KE0241_MARKER: Q = CHISELED SQUARE
 KE0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0241_SP_SET: HIGHWAY BRIDGE FOOTING
 KE0241_MARK LOGO: NONE  
 KE0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0241
 KE0241  HISTORY     - Date     Condition        Report By
 KE0241  HISTORY     - UNK      MONUMENTED       USE
 KE0241  HISTORY     - 1938     GOOD             USGS
 KE0241  HISTORY     - 1948     GOOD             NGS
 KE0241  HISTORY     - 1951     GOOD             NGS
 KE0241  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0241
 KE0241                          STATION DESCRIPTION
 KE0241
 KE0241'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 KE0241'RECOVERED IN GOOD CONDITION.
 KE0241
 KE0241                          STATION RECOVERY (1948)
 KE0241
 KE0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 KE0241'AT KANSAS CITY.
 KE0241'AT KANSAS CITY, AT THE SOUTH END OF THE HANNIBAL BRIDGE OVER
 KE0241'THE MISSOURI RIVER, ON THE TOP OF THE NORTHEAST CORNER OF
 KE0241'THE CONCRETE BASE FOR THE MOST EASTERLY ONE OF A SET OF STEEL
 KE0241'LEGS FOR THE OVERHEAD HIGHWAY DECK OF THE BRIDGE (THIS IS THE
 KE0241'SECOND SET OF LEGS SOUTH OF THE POINT WHERE THE HIGHWAY TURNS
 KE0241'TO SOUTHWEST FROM DIRECTLY OVER THE RAILWAY DECK AND THE FIRST
 KE0241'AND ONLY SET OF LEGS SOUTH OF THE RAILWAY TRACKS WHICH FOLLOW
 KE0241'THE RIVER BANK, ABOUT 40.0 FEET WEST (UPSTREAM) FROM THE SOUTH
 KE0241'ABUTMENT OF THE RAILWAY DECK OF THE BRIDGE, ABOUT 7.0 FEET
 KE0241'ABOVE THE GROUND AND RAILWAY TRACKS.  NOTE-- THE CONCRETE
 KE0241'BASE NOW FORMS PART OF A RETAINING WALL.
 KE0241
 KE0241                          STATION RECOVERY (1951)
 KE0241
 KE0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0241'RECOVERED IN GOOD CONDITION.
 KE0241
 KE0241                          STATION RECOVERY (1986)
 KE0241
 KE0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1674 ***********************************************************************
 GD1674  DESIGNATION -  GAGE 169 HIGH WATER
 GD1674  PID         -  GD1674
 GD1674  STATE/COUNTY-  MO/NEW MADRID
 GD1674  USGS QUAD   -  POINT PLEASANT (1982)
 GD1674
 GD1674                         *CURRENT SURVEY CONTROL
 GD1674  ___________________________________________________________________
 GD1674* NAD 83(1997)-  36 27 16.10143(N)    089 34 22.96339(W)     ADJUSTED  
 GD1674* NAVD 88     -        88.7    (meters)     291.     (feet)  VERTCON   
 GD1674  ___________________________________________________________________
 GD1674  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 GD1674  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1674
 GD1674  HORZ ORDER  -  SECOND
 GD1674  VERT ORDER  -  THIRD ? (See Below)
 GD1674
 GD1674.The horizontal coordinates were established by classical geodetic methods
 GD1674.and adjusted by the National Geodetic Survey in February 2000..
 GD1674
 GD1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1674.The vertical order pertains to the NGVD 29 superseded value.
 GD1674
 GD1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1674
 GD1674.The geoid height was determined by GEOID03.
 GD1674
 GD1674;                    North         East     Units Scale Factor Converg.
 GD1674;SPC MO E     -    69,317.455   333,091.011   MT  1.00001837   +0 33 02.9
 GD1674;SPC TN       -   241,190.193   279,768.563   MT  1.00000692   -2 05 30.5
 GD1674;SPC TN       -   791,304.82    917,874.03   sFT  1.00000692   -2 05 30.5
 GD1674;UTM  16      - 4,037,435.686   269,412.435   MT  1.00025514   -1 31 46.3
 GD1674
 GD1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1674!SPC MO E     -   0.99999055  x   1.00001837  =   1.00000892
 GD1674!SPC TN       -   0.99999055  x   1.00000692  =   0.99999747
 GD1674!UTM  16      -   0.99999055  x   1.00025514  =   1.00024569
 GD1674
 GD1674                          SUPERSEDED SURVEY CONTROL
 GD1674
 GD1674  NAD 83(1997)-  36 27 16.10235(N)    089 34 22.96340(W) AD(       ) 2
 GD1674  NAD 83(1997)-  36 27 16.10962(N)    089 34 22.96126(W) AD(       ) 2
 GD1674  NAD 83(1986)-  36 27 16.11262(N)    089 34 22.96197(W) AD(       ) 2
 GD1674  NAD 27      -  36 27 15.88709(N)    089 34 22.68212(W) AD(       ) 2
 GD1674  NGVD 29 (07/19/86)   88.6    (m)          291.     (f) LEVELING    3  
 GD1674
 GD1674.Superseded values are not recommended for survey control.
 GD1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1674.See file dsdata.txt to determine how the superseded data were derived.
 GD1674
 GD1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6941237436(NAD 83)
 GD1674_MARKER: DB = BENCH MARK DISK
 GD1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1674+STABILITY: SURFACE MOTION
 GD1674
 GD1674  HISTORY     - Date     Condition        Report By
 GD1674  HISTORY     - 1954     MONUMENTED       DOD
 GD1674  HISTORY     - 1969     GOOD             CGS
 GD1674
 GD1674                          STATION DESCRIPTION
 GD1674
 GD1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1674'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GD1674'
 GD1674'STATION DESCRIPTION FOLLOWS.
 GD1674'
 GD1674'THE STATION IS LOCATED AT THE TRIANGULATION STATION PLEASANT 1929
 GD1674'SITE IN THE SMALL COMMUNITY OF POINT PLEASANT, ABOUT 8 MILES
 GD1674'EAST-NORTHEAST OF PORTAGEVILLE AND ABOUT 5 MILES SOUTH-SOUTHEAST OF
 GD1674'MARSTON.
 GD1674'
 GD1674'SEE DESCRIPTION FOR TRIANGULATION STATION PLEASANT 1929 FOR THE
 GD1674'STATION TO-REACH.
 GD1674'
 GD1674'THE STATION IS 182 FEET SLOPE SOUTH OF THE APPROXIMATE CENTER OF
 GD1674'AN EAST-WEST LEVEE ROAD, 97 FEET SOUTH OF A SOUTHWEST FENCE CORNER
 GD1674'POST, 94 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 GD1674'93 FEET SLOPE WEST OF THE APPROXIMATE CENTER OF A NORTH-SOUTH LEVEE
 GD1674'ROAD, 76 FEET SOUTH OF THE SOUTHWEST CORNER OF A METAL CATTLE SHED,
 GD1674'5.5 FEET WEST OF THE NORTH-SOUTH FENCE AT THE WEST BASE OF THE
 GD1674'LEVEE, AND 0.9 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT
 GD1674'IS A U.S.E.D. DISK SET IN THE TOP OF A 6-INCH, SQUARE,
 GD1674'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GD1674'B.M. HIGH WATER GAGE NO. 169.  THE DISTANCE MEASURED IN
 GD1674'1954 AND VERIFIED THIS DATE IS 30.34 FEET - 9.249 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0034 ***********************************************************************
 KD0034  DESIGNATION -  GAGING STA
 KD0034  PID         -  KD0034
 KD0034  STATE/COUNTY-  MO/SHELBY
 KD0034  USGS QUAD   -  SHELBINA (1959)
 KD0034
 KD0034                         *CURRENT SURVEY CONTROL
 KD0034  ___________________________________________________________________
 KD0034* NAD 83(1986)-  39 44 28.     (N)    092 02 27.     (W)     SCALED    
 KD0034* NAVD 88     -       209.992  (meters)     688.95   (feet)  ADJUSTED  
 KD0034  ___________________________________________________________________
 KD0034  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KD0034  DYNAMIC HT  -         209.875 (meters)     688.56  (feet)  COMP
 KD0034  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 KD0034
 KD0034  VERT ORDER  -  SECOND    CLASS 0
 KD0034
 KD0034.The horizontal coordinates were scaled from a topographic map and have
 KD0034.an estimated accuracy of +/- 6 seconds.
 KD0034
 KD0034.The orthometric height was determined by differential leveling
 KD0034.and adjusted by the National Geodetic Survey in June 1991..
 KD0034
 KD0034.The geoid height was determined by GEOID03.
 KD0034
 KD0034.The dynamic height is computed by dividing the NAVD 88
 KD0034.geopotential number by the normal gravity value computed on the
 KD0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0034.degrees latitude (g = 980.6199 gals.).
 KD0034
 KD0034.The modeled gravity was interpolated from observed gravity values.
 KD0034
 KD0034;                    North         East    Units  Estimated Accuracy
 KD0034;SPC MO C     -   433,810.      539,360.      MT  (+/- 180 meters Scaled)
 KD0034
 KD0034                          SUPERSEDED SURVEY CONTROL
 KD0034
 KD0034  NGVD 29 (??/??/92)  210.017  (m)          689.03   (f) ADJ UNCH    2 0
 KD0034
 KD0034.Superseded values are not recommended for survey control.
 KD0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0034.See file dsdata.txt to determine how the superseded data were derived.
 KD0034
 KD0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD821994(NAD 83)
 KD0034_MARKER: DD = SURVEY DISK
 KD0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0034_SP_SET: BRIDGE
 KD0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0034
 KD0034  HISTORY     - Date     Condition        Report By
 KD0034  HISTORY     - UNK      MONUMENTED       USGS
 KD0034  HISTORY     - 1935     GOOD             NGS
 KD0034  HISTORY     - 1967     GOOD             NGS
 KD0034
 KD0034                          STATION DESCRIPTION
 KD0034
 KD0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0034'3.4 MI N FROM SHELBINA.
 KD0034'3.4 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE PUBLIC LIBRARY
 KD0034'AT SHELBINA, AT A CONCRETE BRIDGE OVER THE SALT RIVER, AT THE
 KD0034'EAST END OF THE BRIDGE SEAT OF THE NORTH ABUTMENT, IN THE TOP
 KD0034'OF A CONCRETE SLAB, 2 FEET EAST OF A GIRDER, 6 INCHES FROM THE
 KD0034'SOUTH FACE, AND 3 FEET BELOW THE BRIDGE FLOOR.  A UNITED STATES
 KD0034'GEOLOGICAL SURVEY STANDARD GAGING-STATION DISK.
 KD0034
 KD0034                          STATION RECOVERY (1967)
 KD0034
 KD0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0357 ***********************************************************************
 GE0357  DESIGNATION -  GAGING STA RM
 GE0357  PID         -  GE0357
 GE0357  STATE/COUNTY-  MO/RIPLEY
 GE0357  USGS QUAD   -  DONIPHAN SOUTH (1980)
 GE0357
 GE0357                         *CURRENT SURVEY CONTROL
 GE0357  ___________________________________________________________________
 GE0357* NAD 83(1986)-  36 37 05.     (N)    090 50 21.     (W)     SCALED    
 GE0357* NAVD 88     -       110.794  (meters)     363.50   (feet)  ADJUSTED  
 GE0357  ___________________________________________________________________
 GE0357  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GE0357  DYNAMIC HT  -         110.704 (meters)     363.20  (feet)  COMP
 GE0357  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 GE0357
 GE0357  VERT ORDER  -  SECOND    CLASS 0
 GE0357
 GE0357.The horizontal coordinates were scaled from a topographic map and have
 GE0357.an estimated accuracy of +/- 6 seconds.
 GE0357
 GE0357.The orthometric height was determined by differential leveling
 GE0357.and adjusted by the National Geodetic Survey in June 1991..
 GE0357
 GE0357.The geoid height was determined by GEOID03.
 GE0357
 GE0357.The dynamic height is computed by dividing the NAVD 88
 GE0357.geopotential number by the normal gravity value computed on the
 GE0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0357.degrees latitude (g = 980.6199 gals.).
 GE0357
 GE0357.The modeled gravity was interpolated from observed gravity values.
 GE0357
 GE0357;                    North         East    Units  Estimated Accuracy
 GE0357;SPC MO E     -    87,120.      219,660.      MT  (+/- 180 meters Scaled)
 GE0357
 GE0357                          SUPERSEDED SURVEY CONTROL
 GE0357
 GE0357  NGVD 29 (??/??/92)  110.707  (m)          363.21   (f) ADJ UNCH    2 0
 GE0357
 GE0357.Superseded values are not recommended for survey control.
 GE0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0357.See file dsdata.txt to determine how the superseded data were derived.
 GE0357
 GE0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA932546(NAD 83)
 GE0357_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GE0357_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GE0357_SP_SET: CONCRETE ABUTMENT
 GE0357_STAMPING: GAGE REFERENCE MARK
 GE0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0357
 GE0357  HISTORY     - Date     Condition        Report By
 GE0357  HISTORY     - UNK      MONUMENTED       USGS
 GE0357  HISTORY     - 1933     GOOD             USGS
 GE0357  HISTORY     - 1934     GOOD             NGS
 GE0357
 GE0357                          STATION DESCRIPTION
 GE0357
 GE0357'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GE0357'AT DONIPHAN.
 GE0357'AT DONIPHAN, RIPLEY COUNTY, ON STATE HIGHWAY 21, AT THE HIGHWAY
 GE0357'BRIDGE OVER CURRENT RIVER, AND IN THE TOP OF THE NORTH END OF THE
 GE0357'WEST CONCRETE ABUTMENT.  A U.S. GEOLOGICAL SURVEY STANDARD
 GE0357'GAGING-STATION DISK, STAMPED GAGE REFERENCE MARK.
 GE0357
 GE0357                          STATION RECOVERY (1934)
 GE0357
 GE0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GE0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0462 ***********************************************************************
 GE0462  DESIGNATION -  GAGING STA RM
 GE0462  PID         -  GE0462
 GE0462  STATE/COUNTY-  MO/CARTER
 GE0462  USGS QUAD   -  VAN BUREN SOUTH (1997)
 GE0462
 GE0462                         *CURRENT SURVEY CONTROL
 GE0462  ___________________________________________________________________
 GE0462* NAD 83(1986)-  36 59 28.     (N)    091 00 52.     (W)     SCALED    
 GE0462* NAVD 88     -       149.824  (meters)     491.55   (feet)  POSTED    
 GE0462  ___________________________________________________________________
 GE0462  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 GE0462  DYNAMIC HT  -         149.700 (meters)     491.14  (feet)  COMP
 GE0462  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 GE0462
 GE0462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0462
 GE0462.The horizontal coordinates were scaled from a topographic map and have
 GE0462.an estimated accuracy of +/- 6 seconds.
 GE0462
 GE0462.The orthometric height was determined by differential leveling
 GE0462.and adjusted by the National Geodetic Survey in 1992..
 GE0462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0462.rate of 0.0 thru 1.0 mm/km.
 GE0462
 GE0462.The geoid height was determined by GEOID03.
 GE0462
 GE0462.The dynamic height is computed by dividing the NAVD 88
 GE0462.geopotential number by the normal gravity value computed on the
 GE0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0462.degrees latitude (g = 980.6199 gals.).
 GE0462
 GE0462.The modeled gravity was interpolated from observed gravity values.
 GE0462
 GE0462;                    North         East    Units  Estimated Accuracy
 GE0462;SPC MO E     -   128,590.      204,210.      MT  (+/- 180 meters Scaled)
 GE0462
 GE0462                          SUPERSEDED SURVEY CONTROL
 GE0462
 GE0462  NGVD 29 (??/??/92)  149.772  (m)          491.38   (f) ADJ UNCH    2 0
 GE0462
 GE0462.Superseded values are not recommended for survey control.
 GE0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0462.See file dsdata.txt to determine how the superseded data were derived.
 GE0462
 GE0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA766957(NAD 83)
 GE0462_MARKER: DD = SURVEY DISK
 GE0462_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GE0462_SP_SET: BRIDGE ABUTMENT
 GE0462_STAMPING: GAGING STA RM
 GE0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0462
 GE0462  HISTORY     - Date     Condition        Report By
 GE0462  HISTORY     - UNK      MONUMENTED       USGS
 GE0462  HISTORY     - 1933     GOOD             USGS
 GE0462
 GE0462                          STATION DESCRIPTION
 GE0462
 GE0462'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 GE0462'AT VAN BUREN.
 GE0462'AT VAN BUREN, CARTER COUNTY, AT THE SOUTH VILLAGE LIMITS, AT A
 GE0462'BRIDGE ON U.S. HIGHWAY 60, AND IN THE EAST END OF THE SOUTH
 GE0462'ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GE0462'GAGING-STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0562 ***********************************************************************
 KD0562  DESIGNATION -  GAGING STA RM 1
 KD0562  PID         -  KD0562
 KD0562  STATE/COUNTY-  MO/LAFAYETTE
 KD0562  USGS QUAD   -  WAVERLY (1979)
 KD0562
 KD0562                         *CURRENT SURVEY CONTROL
 KD0562  ___________________________________________________________________
 KD0562* NAD 83(1986)-  39 12 57.     (N)    093 30 56.     (W)     SCALED    
 KD0562* NAVD 88     -       214.003  (meters)     702.11   (feet)  POSTED    
 KD0562  ___________________________________________________________________
 KD0562  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KD0562  DYNAMIC HT  -         213.870 (meters)     701.67  (feet)  COMP
 KD0562  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 KD0562
 KD0562  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KD0562
 KD0562.The horizontal coordinates were scaled from a topographic map and have
 KD0562.an estimated accuracy of +/- 6 seconds.
 KD0562
 KD0562.The orthometric height was determined by differential leveling
 KD0562.and adjusted by the National Geodetic Survey in 1992..
 KD0562.No vertical observational check was made to the station.
 KD0562.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KD0562.was located on a no-check spur therefore a value was not computed.
 KD0562
 KD0562.The geoid height was determined by GEOID03.
 KD0562
 KD0562.The dynamic height is computed by dividing the NAVD 88
 KD0562.geopotential number by the normal gravity value computed on the
 KD0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0562.degrees latitude (g = 980.6199 gals.).
 KD0562
 KD0562.The modeled gravity was interpolated from observed gravity values.
 KD0562
 KD0562;                    North         East    Units  Estimated Accuracy
 KD0562;SPC MO W     -   338,870.      935,020.      MT  (+/- 180 meters Scaled)
 KD0562
 KD0562                          SUPERSEDED SURVEY CONTROL
 KD0562
 KD0562  NGVD 29 (??/??/92)  213.88   (m)          701.7    (f) COMPUTED    1 2
 KD0562
 KD0562.Superseded values are not recommended for survey control.
 KD0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0562.See file dsdata.txt to determine how the superseded data were derived.
 KD0562
 KD0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD554408(NAD 83)
 KD0562_MARKER: DR = REFERENCE MARK DISK
 KD0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0562_SP_SET: PIER
 KD0562_STAMPING: NO 1
 KD0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0562
 KD0562  HISTORY     - Date     Condition        Report By
 KD0562  HISTORY     - UNK      MONUMENTED       USGS
 KD0562  HISTORY     - 1948     GOOD             NGS
 KD0562  HISTORY     - 1962     MARK NOT FOUND   NGS
 KD0562
 KD0562                          STATION DESCRIPTION
 KD0562
 KD0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0562'AT WAVERLY.
 KD0562'AT WAVERLY, SET IN THE WEST END OF THE THIRD PIER NORTH OF THE
 KD0562'SOUTH END OF U.S. HIGHWAY NO. 65 BRIDGE OVER THE MISSOURI RIVER,
 KD0562'14.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET BELOW
 KD0562'HIGHWAY FLOOR LEVEL, 2.4 FEET EAST OF THE WEST END OF THE PIER.
 KD0562
 KD0562                          STATION RECOVERY (1962)
 KD0562
 KD0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0561 ***********************************************************************
 KD0561  DESIGNATION -  GAGING STA RM 2
 KD0561  PID         -  KD0561
 KD0561  STATE/COUNTY-  MO/LAFAYETTE
 KD0561  USGS QUAD   -  WAVERLY (1979)
 KD0561
 KD0561                         *CURRENT SURVEY CONTROL
 KD0561  ___________________________________________________________________
 KD0561* NAD 83(1986)-  39 12 57.     (N)    093 30 56.     (W)     SCALED    
 KD0561* NAVD 88     -       218.691  (meters)     717.49   (feet)  POSTED    
 KD0561  ___________________________________________________________________
 KD0561  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KD0561  DYNAMIC HT  -         218.560 (meters)     717.06  (feet)  COMP
 KD0561  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 KD0561
 KD0561  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KD0561
 KD0561.The horizontal coordinates were scaled from a topographic map and have
 KD0561.an estimated accuracy of +/- 6 seconds.
 KD0561
 KD0561.The orthometric height was determined by differential leveling
 KD0561.and adjusted by the National Geodetic Survey in 1992..
 KD0561.No vertical observational check was made to the station.
 KD0561.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KD0561.was located on a no-check spur therefore a value was not computed.
 KD0561
 KD0561.The geoid height was determined by GEOID03.
 KD0561
 KD0561.The dynamic height is computed by dividing the NAVD 88
 KD0561.geopotential number by the normal gravity value computed on the
 KD0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0561.degrees latitude (g = 980.6199 gals.).
 KD0561
 KD0561.The modeled gravity was interpolated from observed gravity values.
 KD0561
 KD0561;                    North         East    Units  Estimated Accuracy
 KD0561;SPC MO W     -   338,870.      935,020.      MT  (+/- 180 meters Scaled)
 KD0561
 KD0561                          SUPERSEDED SURVEY CONTROL
 KD0561
 KD0561  NGVD 29 (??/??/92)  218.56   (m)          717.1    (f) COMPUTED    1 2
 KD0561
 KD0561.Superseded values are not recommended for survey control.
 KD0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0561.See file dsdata.txt to determine how the superseded data were derived.
 KD0561
 KD0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD554408(NAD 83)
 KD0561_MARKER: DR = REFERENCE MARK DISK
 KD0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0561_SP_SET: PIER
 KD0561_STAMPING: NO 2
 KD0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0561
 KD0561  HISTORY     - Date     Condition        Report By
 KD0561  HISTORY     - UNK      MONUMENTED       USGS
 KD0561  HISTORY     - 1948     GOOD             NGS
 KD0561  HISTORY     - 1962     MARK NOT FOUND   NGS
 KD0561
 KD0561                          STATION DESCRIPTION
 KD0561
 KD0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0561'AT WAVERLY.
 KD0561'AT WAVERLY, SET IN THE WEST END OF THE SECOND CONCRETE PIER
 KD0561'NORTH OF THE SOUTH END OF U.S. HIGHWAY NO. 65 BRIDGE OVER THE
 KD0561'MISSOURI RIVER, 14.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KD0561'5.5 FEET BELOW HIGHWAY FLOOR LEVEL, 2.4 FEET EAST OF THE WEST END
 KD0561'OF THE PIER.
 KD0561
 KD0561                          STATION RECOVERY (1962)
 KD0561
 KD0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0263 ***********************************************************************
 JE0263  DESIGNATION -  GAGING STATION
 JE0263  PID         -  JE0263
 JE0263  STATE/COUNTY-  MO/HENRY
 JE0263  USGS QUAD   -  QUICK CITY (1954)
 JE0263
 JE0263                         *CURRENT SURVEY CONTROL
 JE0263  ___________________________________________________________________
 JE0263* NAD 83(1986)-  38 31 42.     (N)    094 00 38.     (W)     SCALED    
 JE0263* NAVD 88     -       240.994  (meters)     790.66   (feet)  ADJUSTED  
 JE0263  ___________________________________________________________________
 JE0263  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JE0263  DYNAMIC HT  -         240.828 (meters)     790.12  (feet)  COMP
 JE0263  MODELED GRAV-     979,933.5   (mgal)                       NAVD 88
 JE0263
 JE0263  VERT ORDER  -  SECOND    CLASS 0
 JE0263
 JE0263.The horizontal coordinates were scaled from a topographic map and have
 JE0263.an estimated accuracy of +/- 6 seconds.
 JE0263
 JE0263.The orthometric height was determined by differential leveling
 JE0263.and adjusted by the National Geodetic Survey in June 1991..
 JE0263
 JE0263.The geoid height was determined by GEOID03.
 JE0263
 JE0263.The dynamic height is computed by dividing the NAVD 88
 JE0263.geopotential number by the normal gravity value computed on the
 JE0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0263.degrees latitude (g = 980.6199 gals.).
 JE0263
 JE0263.The modeled gravity was interpolated from observed gravity values.
 JE0263
 JE0263;                    North         East    Units  Estimated Accuracy
 JE0263;SPC MO W     -   262,210.      892,680.      MT  (+/- 180 meters Scaled)
 JE0263
 JE0263                          SUPERSEDED SURVEY CONTROL
 JE0263
 JE0263  NGVD 29 (??/??/92)  240.872  (m)          790.26   (f) ADJ UNCH    2 0
 JE0263
 JE0263.Superseded values are not recommended for survey control.
 JE0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0263.See file dsdata.txt to determine how the superseded data were derived.
 JE0263
 JE0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC119649(NAD 83)
 JE0263_MARKER: Z = SEE DESCRIPTION
 JE0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0263_SP_SET: CULVERT
 JE0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0263
 JE0263  HISTORY     - Date     Condition        Report By
 JE0263  HISTORY     - UNK      MONUMENTED       USGS
 JE0263  HISTORY     - 1963     GOOD             NGS
 JE0263
 JE0263                          STATION DESCRIPTION
 JE0263
 JE0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0263'4.9 MI N FROM URICH.
 JE0263'ABOUT 4.9 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JE0263'JUNCTION OF STATE HIGHWAY 7 AT URICH, IN S 9, R 28 W, T 43 N,
 JE0263'SET IN THE TOP OF A 3-FOOT CIRCULAR CONCRETE BASE FOR A U.S.
 JE0263'GEOLOGICAL SURVEY GAGING STATION, 32 FEET WEST OF THE CENTERLINE
 JE0263'OF THE ROAD, 23 FEET NORTHWEST OF THE NORTH END OF THE WEST
 JE0263'CONCRETE HEADWALL OF A DOUBLE 8 X 8 FOOT CONCRETE CULVERT, AND
 JE0263'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0787 ***********************************************************************
 HD0787  DESIGNATION -  GAGING STATION
 HD0787  PID         -  HD0787
 HD0787  STATE/COUNTY-  MO/CEDAR
 HD0787  USGS QUAD   -  STOCKTON (1981)
 HD0787
 HD0787                         *CURRENT SURVEY CONTROL
 HD0787  ___________________________________________________________________
 HD0787* NAD 83(1986)-  37 42 02.     (N)    093 45 22.     (W)     SCALED    
 HD0787* NAVD 88     -       246.140  (meters)     807.54   (feet)  ADJUSTED  
 HD0787  ___________________________________________________________________
 HD0787  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HD0787  DYNAMIC HT  -         245.954 (meters)     806.93  (feet)  COMP
 HD0787  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 HD0787
 HD0787  VERT ORDER  -  SECOND    CLASS 0
 HD0787
 HD0787.The horizontal coordinates were scaled from a topographic map and have
 HD0787.an estimated accuracy of +/- 6 seconds.
 HD0787
 HD0787.The orthometric height was determined by differential leveling
 HD0787.and adjusted by the National Geodetic Survey in June 1991..
 HD0787
 HD0787.The geoid height was determined by GEOID03.
 HD0787
 HD0787.The dynamic height is computed by dividing the NAVD 88
 HD0787.geopotential number by the normal gravity value computed on the
 HD0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0787.degrees latitude (g = 980.6199 gals.).
 HD0787
 HD0787.The modeled gravity was interpolated from observed gravity values.
 HD0787
 HD0787;                    North         East    Units  Estimated Accuracy
 HD0787;SPC MO W     -   170,480.      915,600.      MT  (+/- 180 meters Scaled)
 HD0787
 HD0787                          SUPERSEDED SURVEY CONTROL
 HD0787
 HD0787  NGVD 29 (??/??/92)  246.026  (m)          807.17   (f) ADJ UNCH    2 0
 HD0787
 HD0787.Superseded values are not recommended for survey control.
 HD0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0787.See file dsdata.txt to determine how the superseded data were derived.
 HD0787
 HD0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB333728(NAD 83)
 HD0787_MARKER: DD = SURVEY DISK
 HD0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0787_SP_SET: BRIDGE GUARDRAIL
 HD0787_STAMPING: GAGING STATION
 HD0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0787
 HD0787  HISTORY     - Date     Condition        Report By
 HD0787  HISTORY     - UNK      MONUMENTED       USGS
 HD0787  HISTORY     - 1940     GOOD             NGS
 HD0787
 HD0787                          STATION DESCRIPTION
 HD0787
 HD0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HD0787'2.2 MI E FROM STOCKTON.
 HD0787'2.2 MILES EAST ALONG STATE HIGHWAY 64 FROM THE COUNTY COURTHOUSE
 HD0787'AT STOCKTON, CEDAR COUNTY, AT THE EAST END OF BRIDGE H 963 OVER
 HD0787'SAC RIVER, IN THE TOP OF THE EAST END OF THE CONCRETE GUARDRAIL,
 HD0787'AND 12 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 HD0787'DISK, STAMPED GAGING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0613 ***********************************************************************
 HC0613  DESIGNATION -  GAGING STATION
 HC0613  PID         -  HC0613
 HC0613  STATE/COUNTY-  MO/PHELPS
 HC0613  USGS QUAD   -  ROLLA (1992)
 HC0613
 HC0613                         *CURRENT SURVEY CONTROL
 HC0613  ___________________________________________________________________
 HC0613* NAD 83(1986)-  37 52 46.     (N)    091 47 44.     (W)     SCALED    
 HC0613* NAVD 88     -       251.759  (meters)     825.98   (feet)  ADJUSTED  
 HC0613  ___________________________________________________________________
 HC0613  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HC0613  DYNAMIC HT  -         251.571 (meters)     825.36  (feet)  COMP
 HC0613  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 HC0613
 HC0613  VERT ORDER  -  FIRST     CLASS II
 HC0613
 HC0613.The horizontal coordinates were scaled from a topographic map and have
 HC0613.an estimated accuracy of +/- 6 seconds.
 HC0613
 HC0613.The orthometric height was determined by differential leveling
 HC0613.and adjusted by the National Geodetic Survey in June 1991..
 HC0613
 HC0613.The geoid height was determined by GEOID03.
 HC0613
 HC0613.The dynamic height is computed by dividing the NAVD 88
 HC0613.geopotential number by the normal gravity value computed on the
 HC0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0613.degrees latitude (g = 980.6199 gals.).
 HC0613
 HC0613.The modeled gravity was interpolated from observed gravity values.
 HC0613
 HC0613;                    North         East    Units  Estimated Accuracy
 HC0613;SPC MO C     -   227,290.      561,970.      MT  (+/- 180 meters Scaled)
 HC0613
 HC0613                          SUPERSEDED SURVEY CONTROL
 HC0613
 HC0613  NGVD 29 (??/??/92)  251.699  (m)          825.78   (f) ADJ UNCH    1 2
 HC0613
 HC0613.Superseded values are not recommended for survey control.
 HC0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0613.See file dsdata.txt to determine how the superseded data were derived.
 HC0613
 HC0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB059931(NAD 83)
 HC0613_MARKER: DD = SURVEY DISK
 HC0613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HC0613_SP_SET: ABUTMENT
 HC0613_STAMPING: GAGING STATION
 HC0613_MARK LOGO: USGS  
 HC0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0613
 HC0613  HISTORY     - Date     Condition        Report By
 HC0613  HISTORY     - UNK      MONUMENTED       USGS
 HC0613  HISTORY     - 1949     GOOD             NGS
 HC0613  HISTORY     - 19890718 GOOD             NGS
 HC0613
 HC0613                          STATION DESCRIPTION
 HC0613
 HC0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HC0613'5.1 MI S FROM ROLLA.
 HC0613'ABOUT 5.1 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION
 HC0613'OF U.S. HIGHWAY 66 IN WEST ROLLA, IN THE TOP AND THE WEST END
 HC0613'OF THE NORTH ABUTMENT OF 120 FOOT CONCRETE BRIDGE ACROSS BEAVER
 HC0613'CREEK, 37.5 FEET WEST OF BM T 34 RESET, 19 FEET WEST OF THE
 HC0613'CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTHWEST OF THE NORTHWEST
 HC0613'CURVED END OF THE CONCRETE BANNISTER AND 1 FOOT ABOVE THE
 HC0613'LEVEL OF THE BRIDGE FLOOR.
 HC0613
 HC0613                          STATION RECOVERY (1989)
 HC0613
 HC0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0613'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.8 KM (6.7
 HC0613'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 HC0613'INTERSTATE HIGHWAY 44 IN ROLLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0092 ***********************************************************************
 LE0092  DESIGNATION -  GAGING STATION
 LE0092  PID         -  LE0092
 LE0092  STATE/COUNTY-  MO/KNOX
 LE0092  USGS QUAD   -  NOVELTY (1965)
 LE0092
 LE0092                         *CURRENT SURVEY CONTROL
 LE0092  ___________________________________________________________________
 LE0092* NAD 83(1986)-  40 03 29.     (N)    092 10 31.     (W)     SCALED    
 LE0092* NAVD 88     -       229.539  (meters)     753.08   (feet)  ADJUSTED  
 LE0092  ___________________________________________________________________
 LE0092  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LE0092  DYNAMIC HT  -         229.416 (meters)     752.68  (feet)  COMP
 LE0092  MODELED GRAV-     980,087.9   (mgal)                       NAVD 88
 LE0092
 LE0092  VERT ORDER  -  SECOND    CLASS 0
 LE0092
 LE0092.The horizontal coordinates were scaled from a topographic map and have
 LE0092.an estimated accuracy of +/- 6 seconds.
 LE0092
 LE0092.The orthometric height was determined by differential leveling
 LE0092.and adjusted by the National Geodetic Survey in June 1991..
 LE0092
 LE0092.The geoid height was determined by GEOID03.
 LE0092
 LE0092.The dynamic height is computed by dividing the NAVD 88
 LE0092.geopotential number by the normal gravity value computed on the
 LE0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0092.degrees latitude (g = 980.6199 gals.).
 LE0092
 LE0092.The modeled gravity was interpolated from observed gravity values.
 LE0092
 LE0092;                    North         East    Units  Estimated Accuracy
 LE0092;SPC MO C     -   468,950.      527,700.      MT  (+/- 180 meters Scaled)
 LE0092
 LE0092                          SUPERSEDED SURVEY CONTROL
 LE0092
 LE0092  NGVD 29 (??/??/92)  229.57   (m)          753.2    (f) COMPUTED    2 0
 LE0092
 LE0092.Superseded values are not recommended for survey control.
 LE0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0092.See file dsdata.txt to determine how the superseded data were derived.
 LE0092
 LE0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE703345(NAD 83)
 LE0092_MARKER: DB = BENCH MARK DISK
 LE0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0092_SP_SET: BRIDGE
 LE0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0092
 LE0092  HISTORY     - Date     Condition        Report By
 LE0092  HISTORY     - UNK      MONUMENTED       CGS
 LE0092  HISTORY     - 1935     GOOD             NGS
 LE0092  HISTORY     - 1967     GOOD             NGS
 LE0092
 LE0092                          STATION DESCRIPTION
 LE0092
 LE0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0092'7.7 MI S FROM EDINA.
 LE0092'7.7 MILES SOUTH ALONG STATE HIGHWAY 15 FROM A SCHOOL AT EDINA,
 LE0092'KNOX COUNTY, AT A BRIDGE OVER THE LITTLE FABIUS RIVER, AND
 LE0092'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE SEAT
 LE0092'OF THE NORTH ABUTMENT.  A U.S. GEOLOGICAL SURVEY STANDARD GAGING
 LE0092'STATION DISK.
 LE0092
 LE0092                          STATION RECOVERY (1967)
 LE0092
 LE0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0404 ***********************************************************************
 JD0404  DESIGNATION -  GAGING STATION
 JD0404  PID         -  JD0404
 JD0404  STATE/COUNTY-  MO/HOWARD
 JD0404  USGS QUAD   -  BOONVILLE (1979)
 JD0404
 JD0404                         *CURRENT SURVEY CONTROL
 JD0404  ___________________________________________________________________
 JD0404* NAD 83(1986)-  38 58 44.     (N)    092 44 41.     (W)     SCALED    
 JD0404* NAVD 88     -       184.446  (meters)     605.14   (feet)  ADJUSTED  
 JD0404  ___________________________________________________________________
 JD0404  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD0404  DYNAMIC HT  -         184.328 (meters)     604.75  (feet)  COMP
 JD0404  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 JD0404
 JD0404  VERT ORDER  -  SECOND    CLASS 0
 JD0404
 JD0404.The horizontal coordinates were scaled from a topographic map and have
 JD0404.an estimated accuracy of +/- 6 seconds.
 JD0404
 JD0404.The orthometric height was determined by differential leveling
 JD0404.and adjusted by the National Geodetic Survey in June 1991..
 JD0404
 JD0404.The geoid height was determined by GEOID03.
 JD0404
 JD0404.The dynamic height is computed by dividing the NAVD 88
 JD0404.geopotential number by the normal gravity value computed on the
 JD0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0404.degrees latitude (g = 980.6199 gals.).
 JD0404
 JD0404.The modeled gravity was interpolated from observed gravity values.
 JD0404
 JD0404;                    North         East    Units  Estimated Accuracy
 JD0404;SPC MO C     -   349,120.      478,800.      MT  (+/- 180 meters Scaled)
 JD0404
 JD0404                          SUPERSEDED SURVEY CONTROL
 JD0404
 JD0404  NGVD 29 (??/??/92)  184.41   (m)          605.0    (f) COMPUTED    2 0
 JD0404
 JD0404.Superseded values are not recommended for survey control.
 JD0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0404.See file dsdata.txt to determine how the superseded data were derived.
 JD0404
 JD0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD221144(NAD 83)
 JD0404_MARKER: DB = BENCH MARK DISK
 JD0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0404_SP_SET: BRIDGE
 JD0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0404
 JD0404  HISTORY     - Date     Condition        Report By
 JD0404  HISTORY     - UNK      MONUMENTED       CGS
 JD0404  HISTORY     - 1949     GOOD             NGS
 JD0404
 JD0404                          STATION DESCRIPTION
 JD0404
 JD0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JD0404'0.4 MI E FROM BOONVILLE.
 JD0404'IN HOWARD COUNTY, ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 40 FROM
 JD0404'THE COUNTY COURTHOUSE AT BOONVILLE, COOPER COUNTY, AT THE
 JD0404'SOUTHEAST ABUTMENT OF A BRIDGE OVER THE MISSOURI RIVER, IN THE
 JD0404'TOP OF THE WEST END OF THE WALL, 18 FEET SOUTH OF THE CENTER
 JD0404'LINE OF THE BRIDGE, AND 2 FEET SOUTH OF A STEEL RAILING.  A
 JD0404'UNITED STATES GEOLOGICAL SURVEY STANDARD GAGING-STATION DISK,
 JD0404'UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0442 ***********************************************************************
 JD0442  DESIGNATION -  GAGING STATION
 JD0442  PID         -  JD0442
 JD0442  STATE/COUNTY-  MO/COOPER
 JD0442  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0442
 JD0442                         *CURRENT SURVEY CONTROL
 JD0442  ___________________________________________________________________
 JD0442* NAD 83(1986)-  38 58 41.     (N)    092 45 13.     (W)     SCALED    
 JD0442* NAVD 88     -       180.699  (meters)     592.84   (feet)  ADJUSTED  
 JD0442  ___________________________________________________________________
 JD0442  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD0442  DYNAMIC HT  -         180.583 (meters)     592.46  (feet)  COMP
 JD0442  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 JD0442
 JD0442  VERT ORDER  -  FIRST     CLASS II
 JD0442
 JD0442.The horizontal coordinates were scaled from a topographic map and have
 JD0442.an estimated accuracy of +/- 6 seconds.
 JD0442
 JD0442.The orthometric height was determined by differential leveling
 JD0442.and adjusted by the National Geodetic Survey in June 1991..
 JD0442
 JD0442.The geoid height was determined by GEOID03.
 JD0442
 JD0442.The dynamic height is computed by dividing the NAVD 88
 JD0442.geopotential number by the normal gravity value computed on the
 JD0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0442.degrees latitude (g = 980.6199 gals.).
 JD0442
 JD0442.The modeled gravity was interpolated from observed gravity values.
 JD0442
 JD0442;                    North         East    Units  Estimated Accuracy
 JD0442;SPC MO C     -   349,030.      478,030.      MT  (+/- 180 meters Scaled)
 JD0442
 JD0442                          SUPERSEDED SURVEY CONTROL
 JD0442
 JD0442  NGVD 29 (??/??/92)  180.661  (m)          592.72   (f) ADJ UNCH    1 2
 JD0442
 JD0442.Superseded values are not recommended for survey control.
 JD0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0442.See file dsdata.txt to determine how the superseded data were derived.
 JD0442
 JD0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD213143(NAD 83)
 JD0442_MARKER: DD = SURVEY DISK
 JD0442_SETTING: 66 = SET IN ROCK OUTCROP
 JD0442_SP_SET: ROCK LEDGE
 JD0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0442+STABILITY: POSITION/ELEVATION WELL
 JD0442
 JD0442  HISTORY     - Date     Condition        Report By
 JD0442  HISTORY     - UNK      MONUMENTED       USGS
 JD0442  HISTORY     - 1948     GOOD             NGS
 JD0442  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0442
 JD0442                          STATION DESCRIPTION
 JD0442
 JD0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JD0442'AT BOONVILLE.
 JD0442'AT BOONVILLE, ALONG THE MISSOURI PACIFIC RAILROAD, 123.0 FEET
 JD0442'WEST OF A POINT IN LINE WITH AND BELOW THE WEST STEEL GIRDER
 JD0442'PLATE OF THE MISSOURI, KANSAS AND TEXAS RAILROAD BRIDGE OVER
 JD0442'THE MISSOURI RIVER, 126.5 FEET EAST OF THE EAST FACE OF THE
 JD0442'CONCRETE BASE OF SIGNAL TOWER NO. 1710, 88.3 FEET WEST OF A
 JD0442'SWITCH STAND, 24.9 FEET SOUTHWEST OF A METAL SIGN NUMBERED 45,
 JD0442'48.5 FEET SOUTHEAST OF POLE NO. 171-2, 7.5 FEET SOUTH OF THE
 JD0442'SOUTHRAIL OF THE TRACK.  A U.S.G.S. GAGING STATION REFERENCE
 JD0442'DISK, SET IN ROCK LEDGE.
 JD0442
 JD0442                          STATION RECOVERY (1986)
 JD0442
 JD0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0424 ***********************************************************************
 GE0424  DESIGNATION -  GAGING STATION
 GE0424  PID         -  GE0424
 GE0424  STATE/COUNTY-  MO/OREGON
 GE0424  USGS QUAD   -  RIVERTON (1965)
 GE0424
 GE0424                         *CURRENT SURVEY CONTROL
 GE0424  ___________________________________________________________________
 GE0424* NAD 83(1986)-  36 38 55.     (N)    091 12 02.     (W)     SCALED    
 GE0424* NAVD 88     -       134.533  (meters)     441.38   (feet)  ADJUSTED  
 GE0424  ___________________________________________________________________
 GE0424  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GE0424  DYNAMIC HT  -         134.423 (meters)     441.02  (feet)  COMP
 GE0424  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GE0424
 GE0424  VERT ORDER  -  SECOND    CLASS 0
 GE0424
 GE0424.The horizontal coordinates were scaled from a topographic map and have
 GE0424.an estimated accuracy of +/- 6 seconds.
 GE0424
 GE0424.The orthometric height was determined by differential leveling
 GE0424.and adjusted by the National Geodetic Survey in June 1991..
 GE0424
 GE0424.The geoid height was determined by GEOID03.
 GE0424
 GE0424.The dynamic height is computed by dividing the NAVD 88
 GE0424.geopotential number by the normal gravity value computed on the
 GE0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0424.degrees latitude (g = 980.6199 gals.).
 GE0424
 GE0424.The modeled gravity was interpolated from observed gravity values.
 GE0424
 GE0424;                    North         East    Units  Estimated Accuracy
 GE0424;SPC MO E     -    90,690.      187,360.      MT  (+/- 180 meters Scaled)
 GE0424
 GE0424                          SUPERSEDED SURVEY CONTROL
 GE0424
 GE0424  NGVD 29 (??/??/92)  134.43   (m)          441.0    (f) COMPUTED    2 0
 GE0424
 GE0424.Superseded values are not recommended for survey control.
 GE0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0424.See file dsdata.txt to determine how the superseded data were derived.
 GE0424
 GE0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA608574(NAD 83)
 GE0424_MARKER: DD = SURVEY DISK
 GE0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0424_SP_SET: BRIDGE
 GE0424_STAMPING: GAGING STATION
 GE0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0424
 GE0424  HISTORY     - Date     Condition        Report By
 GE0424  HISTORY     - UNK      MONUMENTED       USGS
 GE0424  HISTORY     - 1934     GOOD             NGS
 GE0424
 GE0424                          STATION DESCRIPTION
 GE0424
 GE0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0424'AT RIVERTON.
 GE0424'AT RIVERTON, OREGON COUNTY, AT BRIDGE K 272 OVER ELEVEN POINTS
 GE0424'RIVER, AND IN THE TOP OF THE NORTHWEST WINGWALL.  A UNITED STATES
 GE0424'GEOLOGICAL SURVEY STANDARD DISK, STAMPED GAGING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0518 ***********************************************************************
 HC0518  DESIGNATION -  GAGING STATION
 HC0518  PID         -  HC0518
 HC0518  STATE/COUNTY-  MO/SHANNON
 HC0518  USGS QUAD   -  EMINENCE (1982)
 HC0518
 HC0518                         *CURRENT SURVEY CONTROL
 HC0518  ___________________________________________________________________
 HC0518* NAD 83(1986)-  37 09 18.     (N)    091 21 30.     (W)     SCALED    
 HC0518* NAVD 88     -       197.608  (meters)     648.32   (feet)  POSTED    
 HC0518  ___________________________________________________________________
 HC0518  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HC0518  DYNAMIC HT  -         197.450 (meters)     647.80  (feet)  COMP
 HC0518  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 HC0518
 HC0518  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0518
 HC0518.The horizontal coordinates were scaled from a topographic map and have
 HC0518.an estimated accuracy of +/- 6 seconds.
 HC0518
 HC0518.The orthometric height was determined by differential leveling
 HC0518.and adjusted by the National Geodetic Survey in 1992..
 HC0518.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0518.rate of 0.0 thru 1.0 mm/km.
 HC0518
 HC0518.The geoid height was determined by GEOID03.
 HC0518
 HC0518.The dynamic height is computed by dividing the NAVD 88
 HC0518.geopotential number by the normal gravity value computed on the
 HC0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0518.degrees latitude (g = 980.6199 gals.).
 HC0518
 HC0518.The modeled gravity was interpolated from observed gravity values.
 HC0518
 HC0518;                    North         East    Units  Estimated Accuracy
 HC0518;SPC MO E     -   147,000.      173,760.      MT  (+/- 180 meters Scaled)
 HC0518
 HC0518                          SUPERSEDED SURVEY CONTROL
 HC0518
 HC0518  NGVD 29 (??/??/92)  197.511  (m)          648.00   (f) ADJ UNCH    2 0
 HC0518
 HC0518.Superseded values are not recommended for survey control.
 HC0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0518.See file dsdata.txt to determine how the superseded data were derived.
 HC0518
 HC0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB457133(NAD 83)
 HC0518_MARKER: DD = SURVEY DISK
 HC0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0518_SP_SET: BRIDGE
 HC0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0518
 HC0518  HISTORY     - Date     Condition        Report By
 HC0518  HISTORY     - UNK      MONUMENTED       USGS
 HC0518  HISTORY     - 1934     GOOD             NGS
 HC0518  HISTORY     - 1977     GOOD             NGS
 HC0518  HISTORY     - 1977     GOOD             NGS
 HC0518
 HC0518                          STATION DESCRIPTION
 HC0518
 HC0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0518'0.7 MI N FROM EMINENCE.
 HC0518'0.7 MILE NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT
 HC0518'EMINENCE, SHANNON COUNTY, AT THE OLD BRIDGE OVER JACKS FORK RIVER,
 HC0518'AT THE CORNER OF THE BASE OF A 20 FOOT CLIFF, 6 FEET NORTH OF THE
 HC0518'SOUTHWEST PORTAL BEAM, 3 FEET WEST OF THE WEST EDGE OF THE PLANK
 HC0518'ROADBED, AND 2 INCHES UNDERGROUND.  A U.S. GEOLOGICAL SURVEY
 HC0518'STANDARD GAGING STATION REFERENCE MARK.
 HC0518
 HC0518                          STATION RECOVERY (1977)
 HC0518
 HC0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0518'RECOVERED IN GOOD CONDITION.
 HC0518
 HC0518                          STATION RECOVERY (1977)
 HC0518
 HC0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0079 ***********************************************************************
 LF0079  DESIGNATION -  GAGING STATION
 LF0079  PID         -  LF0079
 LF0079  STATE/COUNTY-  MO/GENTRY
 LF0079  USGS QUAD   -  ALBANY SOUTH (1985)
 LF0079
 LF0079                         *CURRENT SURVEY CONTROL
 LF0079  ___________________________________________________________________
 LF0079* NAD 83(1986)-  40 11 44.     (N)    094 21 29.     (W)     SCALED    
 LF0079* NAVD 88     -       254.315  (meters)     834.37   (feet)  ADJUSTED  
 LF0079  ___________________________________________________________________
 LF0079  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LF0079  DYNAMIC HT  -         254.177 (meters)     833.91  (feet)  COMP
 LF0079  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 LF0079
 LF0079  VERT ORDER  -  FIRST     CLASS II
 LF0079
 LF0079.The horizontal coordinates were scaled from a topographic map and have
 LF0079.an estimated accuracy of +/- 6 seconds.
 LF0079
 LF0079.The orthometric height was determined by differential leveling
 LF0079.and adjusted by the National Geodetic Survey in June 1991..
 LF0079
 LF0079.The geoid height was determined by GEOID03.
 LF0079
 LF0079.The dynamic height is computed by dividing the NAVD 88
 LF0079.geopotential number by the normal gravity value computed on the
 LF0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0079.degrees latitude (g = 980.6199 gals.).
 LF0079
 LF0079.The modeled gravity was interpolated from observed gravity values.
 LF0079
 LF0079;                    North         East    Units  Estimated Accuracy
 LF0079;SPC MO W     -   447,190.      862,090.      MT  (+/- 180 meters Scaled)
 LF0079
 LF0079                          SUPERSEDED SURVEY CONTROL
 LF0079
 LF0079  NGVD 29 (??/??/92)  254.252  (m)          834.16   (f) ADJ UNCH    1 2
 LF0079
 LF0079.Superseded values are not recommended for survey control.
 LF0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0079.See file dsdata.txt to determine how the superseded data were derived.
 LF0079
 LF0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE844503(NAD 83)
 LF0079_MARKER: DD = SURVEY DISK
 LF0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0079_SP_SET: BRIDGE
 LF0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0079
 LF0079  HISTORY     - Date     Condition        Report By
 LF0079  HISTORY     - UNK      MONUMENTED       USGS
 LF0079  HISTORY     - 1960     GOOD             NGS
 LF0079  HISTORY     - 1987     GOOD             USPSQD
 LF0079
 LF0079                          STATION DESCRIPTION
 LF0079
 LF0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0079'1.8 MI E FROM DARLINGTON.
 LF0079'1.8 MILES EAST ALONG THE WABASH RAILWAY FROM DARLINGTON, 12 POLES
 LF0079'WEST OF MILEPOST 284, AT BRIDGE 969 OVER GRAND RIVER, IN THE
 LF0079'TOP OF THE EAST CONCRETE PIER, 12 FEET NORTH OF THE TRACK, AND
 LF0079'6 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 LF0079'SURVEY STANDARD DISK.
 LF0079
 LF0079                          STATION RECOVERY (1987)
 LF0079
 LF0079'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 LF0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1795 ***********************************************************************
 GD1795  DESIGNATION -  GAGING STATION NR DITCH
 GD1795  PID         -  GD1795
 GD1795  STATE/COUNTY-  MO/STODDARD
 GD1795  USGS QUAD   -  MOREHOUSE (1963)
 GD1795
 GD1795                         *CURRENT SURVEY CONTROL
 GD1795  ___________________________________________________________________
 GD1795* NAD 83(1997)-  36 50 03.45680(N)    089 43 49.80250(W)     ADJUSTED  
 GD1795* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 GD1795  ___________________________________________________________________
 GD1795  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 GD1795  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GD1795
 GD1795  HORZ ORDER  -  SECOND
 GD1795
 GD1795.The horizontal coordinates were established by classical geodetic methods
 GD1795.and adjusted by the National Geodetic Survey in February 2000..
 GD1795
 GD1795.The orthometric height was scaled from a topographic map.
 GD1795
 GD1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1795
 GD1795.The geoid height was determined by GEOID03.
 GD1795
 GD1795;                    North         East     Units Scale Factor Converg.
 GD1795;SPC MO E     -   111,340.688   318,638.778   MT  0.99999135   +0 27 40.8
 GD1795;UTM  16      - 4,079,970.213   256,498.448   MT  1.00033053   -1 38 15.9
 GD1795
 GD1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1795!SPC MO E     -   0.99998966  x   0.99999135  =   0.99998101
 GD1795!UTM  16      -   0.99998966  x   1.00033053  =   1.00032019
 GD1795
 GD1795                          SUPERSEDED SURVEY CONTROL
 GD1795
 GD1795  NAD 83(1997)-  36 50 03.45687(N)    089 43 49.80214(W) AD(       ) 2
 GD1795  NAD 83(1997)-  36 50 03.45889(N)    089 43 49.80203(W) AD(       ) 2
 GD1795  NAD 83(1997)-  36 50 03.46763(N)    089 43 49.79901(W) AD(       ) 2
 GD1795  NAD 83(1986)-  36 50 03.46748(N)    089 43 49.80329(W) AD(       ) 2
 GD1795  NAD 27      -  36 50 03.27710(N)    089 43 49.50340(W) AD(       ) 2
 GD1795
 GD1795.Superseded values are not recommended for survey control.
 GD1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1795.See file dsdata.txt to determine how the superseded data were derived.
 GD1795
 GD1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5649879970(NAD 83)
 GD1795_MARKER: DD = SURVEY DISK
 GD1795_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GD1795_SP_SET: BRIDGE ABUTMENT
 GD1795_MARK LOGO: USGS  
 GD1795_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1795+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD1795
 GD1795  HISTORY     - Date     Condition        Report By
 GD1795  HISTORY     - UNK      MONUMENTED       USGS
 GD1795  HISTORY     - 1955     GOOD             CGS
 GD1795  HISTORY     - 19901001 GOOD             NGS
 GD1795  HISTORY     - 20020817 GOOD             USACE
 GD1795
 GD1795                          STATION DESCRIPTION
 GD1795
 GD1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GD1795'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF DEXTER AND
 GD1795'ABOUT 3 MILES SOUTHWEST OF MOREHOUSE.
 GD1795'
 GD1795'STATION IS A U.S.G.S. GAGING STATION, SET IN THE
 GD1795'SOUTHWEST ABUTMENT OF THE BRIDGE OVER THE WAHITE DITCH.  THE MARK IS
 GD1795'LOCATED 6 INCHES EAST OF THE WEST EDGE OF THE ABUTMENT AND AT THE
 GD1795'SAME ELEVATION AS U.S. HIGHWAY 60.  STATION IS REFERENCE MARK
 GD1795'NO. 2 FOR STATION DITCH 4.
 GD1795
 GD1795                          STATION RECOVERY (1990)
 GD1795
 GD1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GD1795'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF DEXTER
 GD1795'AND 4.8 KM (3.00 MI) SOUTHWEST OF MOREHOUSE. OWNERSHIP-MISSOURI
 GD1795'HIGHWAY AND TRANSPORTATION DEPARTMENT, P.O.BOX 270, JEFFERSON CITY MO
 GD1795'65102. PHONE IS 314-751-2551. TO REACH THE STATION FROM THE JUNCTION
 GD1795'OF U.S.HIGHWAY 60 AND STATE HIGHWAY 114 ABOUT 1.6 KM (1.00 MI) WEST
 GD1795'OF MOREHOUSE. GO SOUTH AND SOUTHWEST ON STATE HIGHWAY 114 FOR 1.63 KM
 GD1795'(1.00 MI) TO A BRIDGE OVER THE WAHITE DITCH AND THE STATION ON THE
 GD1795'LEFT IN THE SOUTHWEST CORNER OF THE SOUTHWEST ABUTMENT OF A
 GD1795'BRIDGE. THE STATION IS LOCATED 8.9 M (29.2 FT) EAST FROM THE CENTER
 GD1795'OF A LEVEE, 6.1 M (20.0 FT) SOUTH FROM THE CENTER OF STATE HIGHWAY
 GD1795'114 AND 0.2 M (0.7 FT) NORTHEAST FROM THE SOUTHWEST END OF THE
 GD1795'ABUTMENT. THE STATION IS A U.S.G.S GAGING STATION DISK CEMENTED IN A
 GD1795'DRILL HOLE IN THE SOUTHWEST BRIDGE ABUTMENT AND IS FLUSH WITH THE
 GD1795'GROUND. DESCRIBED BY E.J.HANSMANN.
 GD1795
 GD1795                          STATION RECOVERY (2002)
 GD1795
 GD1795'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0240 ***********************************************************************
 KE0240  DESIGNATION -  GAGING STATION RM
 KE0240  PID         -  KE0240
 KE0240  STATE/COUNTY-  MO/JACKSON
 KE0240  USGS QUAD   -  KANSAS CITY (1991)
 KE0240
 KE0240                         *CURRENT SURVEY CONTROL
 KE0240  ___________________________________________________________________
 KE0240* NAD 83(1986)-  39 06 43.     (N)    094 35 16.     (W)     SCALED    
 KE0240* NAVD 88     -       233.358  (meters)     765.61   (feet)  ADJUSTED  
 KE0240  ___________________________________________________________________
 KE0240  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE0240  DYNAMIC HT  -         233.208 (meters)     765.12  (feet)  COMP
 KE0240  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 KE0240
 KE0240  VERT ORDER  -  FIRST     CLASS II
 KE0240
 KE0240.The horizontal coordinates were scaled from a topographic map and have
 KE0240.an estimated accuracy of +/- 6 seconds.
 KE0240
 KE0240.The orthometric height was determined by differential leveling
 KE0240.and adjusted by the National Geodetic Survey in June 1991..
 KE0240.WARNING-Repeat measurements at this control monument indicate possible
 KE0240.vertical movement.
 KE0240
 KE0240.The geoid height was determined by GEOID03.
 KE0240
 KE0240.The dynamic height is computed by dividing the NAVD 88
 KE0240.geopotential number by the normal gravity value computed on the
 KE0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0240.degrees latitude (g = 980.6199 gals.).
 KE0240
 KE0240.The modeled gravity was interpolated from observed gravity values.
 KE0240
 KE0240;                    North         East    Units  Estimated Accuracy
 KE0240;SPC MO W     -   326,880.      842,410.      MT  (+/- 180 meters Scaled)
 KE0240
 KE0240                          SUPERSEDED SURVEY CONTROL
 KE0240
 KE0240  NGVD 29 (??/??/92)  233.273  (m)          765.33   (f) ADJ UNCH    1 2
 KE0240
 KE0240.Superseded values are not recommended for survey control.
 KE0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0240.See file dsdata.txt to determine how the superseded data were derived.
 KE0240
 KE0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD627303(NAD 83)
 KE0240_MARKER: DD = SURVEY DISK
 KE0240_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0240_SP_SET: PIER
 KE0240_MARK LOGO: USGS  
 KE0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0240+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989
 KE0240
 KE0240  HISTORY     - Date     Condition        Report By
 KE0240  HISTORY     - UNK      MONUMENTED       USGS
 KE0240  HISTORY     - 1948     GOOD             NGS
 KE0240  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0240  HISTORY     - 19890822 GOOD             NGS
 KE0240
 KE0240                          STATION DESCRIPTION
 KE0240
 KE0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0240'AT KANSAS.
 KE0240'AT KANSAS CITY, AT THE HANNIBAL BRIDGE ACROSS THE MISSOURI
 KE0240'RIVER, SET IN THE TOP OF THE EAST END OF THE FIRST CONCRETE
 KE0240'PIER SOUTH OF THE RIVER (SECOND PIER NORTH OF THE SOUTH ABUTMENT
 KE0240'AND FIRST PIER NORTH OF THE CONCRETE FLOODWALL), AT THE NORTHEAST
 KE0240'CORNER OF THE PIER AND AT THE NORTH EDGE OF THE TOP OF THE STEPS
 KE0240'LEADING DOWN TO THE GAGE SHELTER HOUSE, 6.0 FEET BELOW THE SURFACE
 KE0240'OF THE RAILS.
 KE0240
 KE0240                          STATION RECOVERY (1986)
 KE0240
 KE0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0240'MARK NOT FOUND.
 KE0240
 KE0240                          STATION RECOVERY (1989)
 KE0240
 KE0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0649 ***********************************************************************
 GF0649  DESIGNATION -  GAINESVILLE
 GF0649  PID         -  GF0649
 GF0649  STATE/COUNTY-  MO/OZARK
 GF0649  USGS QUAD   -  GAINESVILLE (1968)
 GF0649
 GF0649                         *CURRENT SURVEY CONTROL
 GF0649  ___________________________________________________________________
 GF0649* NAD 83(1997)-  36 36 47.86907(N)    092 24 05.24801(W)     ADJUSTED  
 GF0649* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 GF0649  ___________________________________________________________________
 GF0649  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 GF0649  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GF0649
 GF0649  HORZ ORDER  -  THIRD
 GF0649
 GF0649.The horizontal coordinates were established by classical geodetic methods
 GF0649.and adjusted by the National Geodetic Survey in February 2000..
 GF0649
 GF0649.The orthometric height was scaled from a topographic map.
 GF0649
 GF0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0649
 GF0649.The geoid height was determined by GEOID03.
 GF0649
 GF0649;                    North         East     Units Scale Factor Converg.
 GF0649;SPC MO C     -    86,545.973   508,815.040   MT  0.99993429   +0 03 31.6
 GF0649;UTM  15      - 4,052,142.289   553,524.694   MT  0.99963530   +0 21 25.1
 GF0649
 GF0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0649!SPC MO C     -   0.99995330  x   0.99993429  =   0.99988760
 GF0649!UTM  15      -   0.99995330  x   0.99963530  =   0.99958862
 GF0649
 GF0649|---------------------------------------------------------------------|
 GF0649| PID    Reference Object                     Distance      Geod. Az  |
 GF0649|                                                           dddmmss.s |
 GF0649| CI0972 GAINESVILLE RM 1                     20.223 METERS 05408     |
 GF0649| GF0650 TIMBER KNOB LOOKOUT TOWER           APPROX. 8.1 KM 2292920.9 |
 GF0649| CI0973 GAINESVILLE RM 2                     21.260 METERS 23605     |
 GF0649| GF0018 TTS C 19                             91.857 METERS 24103     |
 GF0649| CI0971 GAINESVILLE AZ MK                                  2644724.0 |
 GF0649|---------------------------------------------------------------------|
 GF0649
 GF0649                          SUPERSEDED SURVEY CONTROL
 GF0649
 GF0649  NAD 83(1997)-  36 36 47.86907(N)    092 24 05.24801(W) AD(       ) 3
 GF0649  NAD 83(1986)-  36 36 47.87462(N)    092 24 05.24924(W) AD(       ) 3
 GF0649  NAD 27      -  36 36 47.65500(N)    092 24 04.66500(W) AD(       ) 3
 GF0649
 GF0649.Superseded values are not recommended for survey control.
 GF0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0649.See file dsdata.txt to determine how the superseded data were derived.
 GF0649
 GF0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA5352552142(NAD 83)
 GF0649_MARKER: DS = TRIANGULATION STATION DISK
 GF0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0649
 GF0649  HISTORY     - Date     Condition        Report By
 GF0649  HISTORY     - 1953     MONUMENTED       CGS
 GF0649  HISTORY     - 1964     GOOD             MOHC
 GF0649  HISTORY     - 1965     GOOD             CGS
 GF0649
 GF0649                          STATION DESCRIPTION
 GF0649
 GF0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0649'THE STATION IS ABOUT 1-1/2 MILES EAST AND 3/4 MILES NORTH OF
 GF0649'THE TOWN OF GAINESVILLE, IN THE WEST 1/2 OF SECTION 4, T 22 N, R
 GF0649'13 W, ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY E AND ADJACENT TO
 GF0649'PROPERTY OWNED BY DR. E.H. BARRETT.  IT IS 71.5 FEET SOUTHWEST
 GF0649'OF THE SOUTHWEST CORNER OF A ROCK CHIMNEY ON DR. BARRETTS HOUSE,
 GF0649'40 FEET SOUTHWEST OF THE CENTER OF AN ENTRANCE DRIVE AND 29 FEET
 GF0649'NORTHEAST OF THE CENTER OF COUNTY HIGHWAY E.
 GF0649'
 GF0649'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 GF0649'GAINESVILLE, GO EAST 0.1 MILE, TURN LEFT AND FOLLOW STATE HIGHWAY
 GF0649'80 FOR 2.20 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GF0649'EASTERLY 0.15 MILE TO TT 19 USGS ON THE RIGHT, TURN LEFT AND GO
 GF0649'NORTHEASTERLY 0.05 MILE TO THE STATION ON THE RIGHT.
 GF0649'
 GF0649'REFERENCE MARK 1 IS 87.6 FEET NORTH OF THE NORTH CORNER OF THE
 GF0649'CHIMNEY, 25 FEET SOUTHEAST OF THE CENTER OF HIGHWAY E, AND 25
 GF0649'FEET NORTHEAST OF THE CENTER OF THE ENTRANCE DRIVE.  THE MARK
 GF0649'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED GAINESVILLE
 GF0649'NO 1 1953.
 GF0649'
 GF0649'REFERENCE MARK 2 IS 30 FEET WEST OF A 24 INCH OAK TREE AND 28
 GF0649'FEET SOUTHEAST OF THE CENTER OF HIGHWAY E.  THE MARK IS FLUSH
 GF0649'WITH THE GROUND AND THE DISK IS STAMPED GAINESVILLE NO 2 1953.
 GF0649'
 GF0649'THE AZIMUTH MARK IS 23 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 GF0649'80 AND 2 FEET EAST OF A TELEPHONE POLE.  THE MARK IS FLUSH WITH
 GF0649'THE GROUND AND THE DISK IS STAMPED GAINESVILLE 1953.
 GF0649'
 GF0649'TT 19 C USGS IS 59 FEET SOUTH OF THE CENTER OF THE INTERSECTION
 GF0649'OF COUNTY HIGHWAY E AND STATE HIGHWAY 80 AND 59 FEET WEST OF A
 GF0649'TRANSFORMER POLE.  THE MARK IS A BRONZE DISK OF THE UNITED STATES
 GF0649'GEOLOGICAL SURVEY SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST
 GF0649'THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED TT C 19 1060 1933.
 GF0649'
 GF0649'NOTE- STATE HIGHWAY 80 HAS BEEN CHANGED TO U.S. HIGHWAY 160 AS OF
 GF0649'1 JANUARY 1954.
 GF0649
 GF0649                          STATION RECOVERY (1964)
 GF0649
 GF0649'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1964 (PEC)
 GF0649'STATION, RMS 1 AND 2, AZ. MK., WERE ALL RECOVERED IN GOOD
 GF0649'CONDITION.
 GF0649
 GF0649                          STATION RECOVERY (1965)
 GF0649
 GF0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0649'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0649'CONDITION.  THE U.S.G.S. MARK IS ABOUT 33 FEET SOUTH OF THE
 GF0649'CENTERLINE OF THE HIGHWAY AND 3 FEET WEST OF THE CENTER OF A
 GF0649'CONCRETE CURB.
 GF0649'
 GF0649'THE AZIMUTH MARK IS 1-1/2 FEET EAST OF POLE 300 OVER 58.
 GF0649'
 GF0649'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 GF0649'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0880 ***********************************************************************
 GF0880  DESIGNATION -  GAL
 GF0880  PID         -  GF0880
 GF0880  STATE/COUNTY-  MO/STONE
 GF0880  USGS QUAD   -  ELSEY (1974)
 GF0880
 GF0880                         *CURRENT SURVEY CONTROL
 GF0880  ___________________________________________________________________
 GF0880* NAD 83(1997)-  36 48 50.03832(N)    093 30 54.11230(W)     ADJUSTED  
 GF0880* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 GF0880  ___________________________________________________________________
 GF0880  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 GF0880  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GF0880
 GF0880  HORZ ORDER  -  THIRD
 GF0880
 GF0880.The horizontal coordinates were established by classical geodetic methods
 GF0880.and adjusted by the National Geodetic Survey in February 2000..
 GF0880
 GF0880.The orthometric height was scaled from a topographic map.
 GF0880
 GF0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0880
 GF0880.The geoid height was determined by GEOID03.
 GF0880
 GF0880;                    North         East     Units Scale Factor Converg.
 GF0880;SPC MO C     -   109,282.018   409,435.352   MT  1.00003434   -0 36 29.8
 GF0880;SPC MO W     -    72,270.661   937,882.989   MT  1.00003629   +0 35 24.9
 GF0880;UTM  15      - 4,074,351.684   454,062.934   MT  0.99962600   -0 18 31.0
 GF0880
 GF0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0880!SPC MO C     -   0.99994425  x   1.00003434  =   0.99997859
 GF0880!SPC MO W     -   0.99994425  x   1.00003629  =   0.99998054
 GF0880!UTM  15      -   0.99994425  x   0.99962600  =   0.99957027
 GF0880
 GF0880:                Primary Azimuth Mark                     Grid Az
 GF0880:SPC MO C     -  GAL AZ MK                                123 15 40.8
 GF0880:SPC MO W     -  GAL AZ MK                                122 03 46.1
 GF0880:UTM  15      -  GAL AZ MK                                122 57 42.0
 GF0880
 GF0880|---------------------------------------------------------------------|
 GF0880| PID    Reference Object                     Distance      Geod. Az  |
 GF0880|                                                           dddmmss.s |
 GF0880| CI0974 GAL AZ MK                                          1223911.0 |
 GF0880| GF0902 LOHMER LOOKOUT TOWER                APPROX.23.8 KM 2264508.1 |
 GF0880| CI0975 GAL RM 1                             23.866 METERS 25405     |
 GF0880| CI0976 GAL RM 2                             15.856 METERS 31443     |
 GF0880|---------------------------------------------------------------------|
 GF0880
 GF0880                          SUPERSEDED SURVEY CONTROL
 GF0880
 GF0880  NAD 83(1997)-  36 48 50.03892(N)    093 30 54.11161(W) AD(       ) 3
 GF0880  NAD 83(1997)-  36 48 50.04193(N)    093 30 54.11317(W) AD(       ) 3
 GF0880  NAD 83(1997)-  36 48 50.04883(N)    093 30 54.11300(W) AD(       ) 3
 GF0880  NAD 83(1986)-  36 48 50.04958(N)    093 30 54.11240(W) AD(       ) 3
 GF0880  NAD 27      -  36 48 49.82910(N)    093 30 53.41370(W) AD(       ) 3
 GF0880
 GF0880.Superseded values are not recommended for survey control.
 GF0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0880.See file dsdata.txt to determine how the superseded data were derived.
 GF0880
 GF0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5406374352(NAD 83)
 GF0880_MARKER: DS = TRIANGULATION STATION DISK
 GF0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0880
 GF0880  HISTORY     - Date     Condition        Report By
 GF0880  HISTORY     - 1961     MONUMENTED       CGS
 GF0880
 GF0880                          STATION DESCRIPTION
 GF0880
 GF0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0880'ABOUT 3 MILES SOUTH AND 1-1/2 MILES EAST OF ELSEY, ABOUT 2-3/4
 GF0880'MILES WEST OF GALENA, IN THE NORTHWEST 1/4 OF SEC. 3, T. 24 N.,
 GF0880'R. 24 W., AND ON THE ROAD RIGHT-OF-WAY.  IT IS 150 FEET NORTHEAST
 GF0880'OF THE NORTHEAST CORNER OF A ROCK HOUSE, 92 FEET NORTH OF A
 GF0880'POWER POLE, 32 FEET NORTHEAST OF THE CENTERLINE OF STATE
 GF0880'HIGHWAY 148 AND 4 FEET SOUTHEAST OF A WIRE FENCE AND A WITNESS
 GF0880'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GAL 1961.
 GF0880'
 GF0880'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 173 AND 148 ABOUT
 GF0880'4 MILES WEST OF GALENA, GO EASTERLY ON HIGHWAY 148 FOR 1.3
 GF0880'MILES TO A ROCK HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 GF0880'
 GF0880'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 GF0880'HIGHWAY 148 FOR 0.4 MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH
 GF0880'MARK.
 GF0880'
 GF0880'REFERENCE MARK 1 IS 75 FEET NORTHEAST OF THE NORTHEAST CORNER
 GF0880'OF THE ROCK HOUSE, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GF0880'HIGHWAY, 44 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY
 GF0880'AND 1 FOOT NORTHEAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 GF0880'AND THE DISK IS STAMPED GAL NO 1 1961.
 GF0880'
 GF0880'REFERENCE MARK 2 IS 34 FEET NORTHEAST OF THE CENTERLINE OF THE
 GF0880'HIGHWAY AND 1 FOOT SOUTHEAST OF A WIRE FENCE.  THE MONUMENT
 GF0880'IS FLUSH AND THE DISK IS STAMPED GAL NO 2 1961.
 GF0880'
 GF0880'THE AZIMUTH MARK IS 48 FEET NORTHWEST OF A TELEPHONE POLE,
 GF0880'66 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 33 FEET
 GF0880'SOUTH OF THE CENTERLINE OF HIGHWAY 148, 3 FEET WEST OF A WITNESS
 GF0880'POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 GF0880'4 INCHES AND THE DISK IS STAMPED GAL 1961.
 GF0880'
 GF0880'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0787 ***********************************************************************
 GF0787  DESIGNATION -  GALENA
 GF0787  PID         -  GF0787
 GF0787  STATE/COUNTY-  MO/STONE
 GF0787  USGS QUAD   -  GALENA (1956)
 GF0787
 GF0787                         *CURRENT SURVEY CONTROL
 GF0787  ___________________________________________________________________
 GF0787* NAD 83(1997)-  36 45 12.62145(N)    093 26 00.95701(W)     ADJUSTED  
 GF0787* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 GF0787  ___________________________________________________________________
 GF0787  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GF0787  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GF0787
 GF0787  HORZ ORDER  -  SECOND
 GF0787
 GF0787.The horizontal coordinates were established by classical geodetic methods
 GF0787.and adjusted by the National Geodetic Survey in February 2000..
 GF0787
 GF0787.The orthometric height was scaled from a topographic map.
 GF0787
 GF0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0787
 GF0787.The geoid height was determined by GEOID03.
 GF0787
 GF0787;                    North         East     Units Scale Factor Converg.
 GF0787;SPC MO C     -   102,506.075   416,635.798   MT  1.00001892   -0 33 31.2
 GF0787;SPC MO W     -    65,646.581   945,223.623   MT  1.00005285   +0 38 17.4
 GF0787;UTM  15      - 4,067,616.187   461,295.767   MT  0.99961845   -0 15 34.0
 GF0787
 GF0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0787!SPC MO C     -   0.99993890  x   1.00001892  =   0.99995782
 GF0787!SPC MO W     -   0.99993890  x   1.00005285  =   0.99999175
 GF0787!UTM  15      -   0.99993890  x   0.99961845  =   0.99955738
 GF0787
 GF0787:                Primary Azimuth Mark                     Grid Az
 GF0787:SPC MO C     -  GALENA AZ MK                             028 12 32.7
 GF0787:SPC MO W     -  GALENA AZ MK                             027 00 44.1
 GF0787:UTM  15      -  GALENA AZ MK                             027 54 35.5
 GF0787
 GF0787|---------------------------------------------------------------------|
 GF0787| PID    Reference Object                     Distance      Geod. Az  |
 GF0787|                                                           dddmmss.s |
 GF0787| CI0977 GALENA AZ MK                                       0273901.5 |
 GF0787| CI0978 GALENA RM 1                          35.580 METERS 04404     |
 GF0787| GF0769 REEDS SPRING LOOKOUT TOWER          APPROX. 8.2 KM 0964200.9 |
 GF0787| CI0979 GALENA RM 2                          34.869 METERS 13722     |
 GF0787| GF0891 PINE VIEW LOOKOUT TOWER             APPROX.16.7 KM 2502658.0 |
 GF0787|---------------------------------------------------------------------|
 GF0787
 GF0787                          SUPERSEDED SURVEY CONTROL
 GF0787
 GF0787  NAD 83(1997)-  36 45 12.62223(N)    093 26 00.95647(W) AD(       ) 2
 GF0787  NAD 83(1997)-  36 45 12.62593(N)    093 26 00.95822(W) AD(       ) 2
 GF0787  NAD 83(1997)-  36 45 12.63146(N)    093 26 00.95681(W) AD(       ) 2
 GF0787  NAD 83(1986)-  36 45 12.63188(N)    093 26 00.95648(W) AD(       ) 2
 GF0787  NAD 27      -  36 45 12.41400(N)    093 26 00.27640(W) AD(       ) 2
 GF0787
 GF0787.Superseded values are not recommended for survey control.
 GF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0787.See file dsdata.txt to determine how the superseded data were derived.
 GF0787
 GF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6129667616(NAD 83)
 GF0787_MARKER: DS = TRIANGULATION STATION DISK
 GF0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0787
 GF0787  HISTORY     - Date     Condition        Report By
 GF0787  HISTORY     - 1961     MONUMENTED       CGS
 GF0787  HISTORY     - 1972     GOOD             MOHC
 GF0787
 GF0787                          STATION DESCRIPTION
 GF0787
 GF0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0787'ABOUT 3-1/2 MILES SOUTH AND 2 MILES EAST OF GALENA, ABOUT 3
 GF0787'MILES WEST OF REEDS SPRING, NEAR THE CENTER OF THE EAST SIDE OF SEC.
 GF0787'29, T. 24 N., R. 23 W., AND ON THE PROPERTY OF MR. FRANK TOLBERT.
 GF0787'IT IS 151 FEET SOUTHWEST OF A FENCE CORNER, 115 FEET NORTHWEST
 GF0787'OF A WITNESS POST, 91 FEET WEST OF THE CENTERLINE OF A GRAVELED
 GF0787'ROAD, 80 FEET WEST OF A WIRE FENCE, 68 FEET WEST OF A POWER
 GF0787'POLE AND 45 FEET NORTHEAST OF A 12 INCH OAK TREE.  THE MONUMENT
 GF0787'IS FLUSH AND THE DISK IS STAMPED GALENA 1961.
 GF0787'
 GF0787'TO REACH FROM JUNCTION STATE HIGHWAYS 13 AND 76 ABOUT 1 MILE
 GF0787'SOUTH OF REEDS SPRING, GO WEST ON STATE HIGHWAY 76 FOR 2.4
 GF0787'MILES TO A SIDE ROAD LEFT (COUNTY ROAD Y).  CONTINUE WESTERLY ON
 GF0787'HIGHWAY 76 FOR 0.55 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 GF0787'AND GO NORTHWESTELY ON COUNTY ROAD HH FOR 0.5 MILE TO A SIDE
 GF0787'ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON A GRAVELED ROAD
 GF0787'FOR 0.4 MILE TO A GATE ON THE LEFT AND THE STATION.
 GF0787'
 GF0787'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 GF0787'ON A GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 GF0787'RIGHT.
 GF0787'
 GF0787'REFERENCE MARK 1 IS 83 FEET NORTH OF THE POWER POLE, 42 FEET
 GF0787'SOUTH OF THE FENCE CORNER, 14 FEET WEST OF THE CENTERLINE OF
 GF0787'THE GRAVELED ROAD AND 1 FOOT WEST OF THE WIRE FENCE.  THE
 GF0787'MONUMENT IS FLUSH AND THE DISK IS STAMPED GALENA NO 1 1961.
 GF0787'
 GF0787'REFERENCE MARK 2 IS 86 FEET SOUTH OF THE POWER POLE, 55 FEET
 GF0787'NORTH OF A NORTH GATE POST, 11 FEET WEST OF THE CENTERLINE OF
 GF0787'THE GRAVELED ROAD, 2 FEET NORTH OF THE WITNESS POST AND 1 FOOT
 GF0787'WEST OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 GF0787'IS STAMPED GALENA NO 2 1961.
 GF0787'
 GF0787'THE AZIMUTH MARK IS 13 FEET SOUTH OF AN 8 INCH OAK TREE, 12 FEET
 GF0787'EAST OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET NORTH OF A
 GF0787'WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE. THE MONUMENT
 GF0787'PROJECTS 4 INCHES AND THE DISK IS STAMPED GALENA 1961.
 GF0787'
 GF0787'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GF0787
 GF0787                          STATION RECOVERY (1972)
 GF0787
 GF0787'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1972 (ADC)
 GF0787'STATION MARK GALENA 1961 RECOVERED IN GOOD CONDITION.
 GF0787'
 GF0787'RM 1 RECOVERED IN GOOD CONDITION.
 GF0787'
 GF0787'RM 2 RECOVERED IN GOOD CONDITION.
 GF0787'
 GF0787'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0830 ***********************************************************************
 KD0830  DESIGNATION -  GALLATIN
 KD0830  PID         -  KD0830
 KD0830  STATE/COUNTY-  MO/DAVIESS
 KD0830  USGS QUAD   -  GALLATIN (1984)
 KD0830
 KD0830                         *CURRENT SURVEY CONTROL
 KD0830  ___________________________________________________________________
 KD0830* NAD 83(1986)-  39 54 52.     (N)    093 57 42.     (W)     SCALED    
 KD0830* NAVD 88     -       284.254  (meters)     932.59   (feet)  ADJUSTED  
 KD0830  ___________________________________________________________________
 KD0830  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0830  DYNAMIC HT  -         284.090 (meters)     932.05  (feet)  COMP
 KD0830  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 KD0830
 KD0830  VERT ORDER  -  SECOND    CLASS 0
 KD0830
 KD0830.The horizontal coordinates were scaled from a topographic map and have
 KD0830.an estimated accuracy of +/- 6 seconds.
 KD0830
 KD0830.The orthometric height was determined by differential leveling
 KD0830.and adjusted by the National Geodetic Survey in June 1991..
 KD0830
 KD0830.The geoid height was determined by GEOID03.
 KD0830
 KD0830.The dynamic height is computed by dividing the NAVD 88
 KD0830.geopotential number by the normal gravity value computed on the
 KD0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0830.degrees latitude (g = 980.6199 gals.).
 KD0830
 KD0830.The modeled gravity was interpolated from observed gravity values.
 KD0830
 KD0830;                    North         East    Units  Estimated Accuracy
 KD0830;SPC MO W     -   416,110.      896,030.      MT  (+/- 180 meters Scaled)
 KD0830
 KD0830                          SUPERSEDED SURVEY CONTROL
 KD0830
 KD0830  NGVD 29 (??/??/92)  284.182  (m)          932.35   (f) ADJ UNCH    2 0
 KD0830
 KD0830.Superseded values are not recommended for survey control.
 KD0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0830.See file dsdata.txt to determine how the superseded data were derived.
 KD0830
 KD0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE178187(NAD 83)
 KD0830_MARKER: DB = BENCH MARK DISK
 KD0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0830_SP_SET: BUILDING
 KD0830_STAMPING: GALLATIN 1934
 KD0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0830
 KD0830  HISTORY     - Date     Condition        Report By
 KD0830  HISTORY     - 1934     MONUMENTED       CGS
 KD0830
 KD0830                          STATION DESCRIPTION
 KD0830
 KD0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KD0830'AT GALLATIN.
 KD0830'AT GALLATIN, DAVIESS COUNTY, AT THE COUNTY COURTHOUSE, IN THE NORTH
 KD0830'WALL, 8 INCHES WEST OF THE NORTHEAST CORNER, ABOVE THE CORNERSTONE,
 KD0830'AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED GALLATIN
 KD0830'1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1366 ***********************************************************************
 KD1366  DESIGNATION -  GALLATIN
 KD1366  PID         -  KD1366
 KD1366  STATE/COUNTY-  MO/DAVIESS
 KD1366  USGS QUAD   -  GALLATIN (1984)
 KD1366
 KD1366                         *CURRENT SURVEY CONTROL
 KD1366  ___________________________________________________________________
 KD1366* NAD 83(1997)-  39 54 53.01370(N)    093 57 42.27036(W)     ADJUSTED  
 KD1366* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 KD1366  ___________________________________________________________________
 KD1366  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 KD1366  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD1366
 KD1366  HORZ ORDER  -  FIRST
 KD1366
 KD1366.The horizontal coordinates were established by classical geodetic methods
 KD1366.and adjusted by the National Geodetic Survey in February 2000..
 KD1366
 KD1366.The orthometric height was scaled from a topographic map.
 KD1366
 KD1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1366
 KD1366.The geoid height was determined by GEOID03.
 KD1366
 KD1366;                    North         East     Units Scale Factor Converg.
 KD1366;SPC MO W     -   416,138.868   896,018.485   MT  0.99996724   +0 20 43.4
 KD1366;UTM  15      - 4,418,735.380   417,803.294   MT  0.99968317   -0 37 01.7
 KD1366
 KD1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1366!SPC MO W     -   0.99996164  x   0.99996724  =   0.99992888
 KD1366!UTM  15      -   0.99996164  x   0.99968317  =   0.99964482
 KD1366
 KD1366|---------------------------------------------------------------------|
 KD1366| PID    Reference Object                     Distance      Geod. Az  |
 KD1366|                                                           dddmmss.s |
 KD1366| CL8553 GALLATIN RM 1                        31.626 METERS 02341     |
 KD1366| KD1313 GALLATIN MUNICIPAL TANK              89.395 METERS 18500     |
 KD1366| CL8555 GALLATIN RM 3                        17.284 METERS 25137     |
 KD1366| CL8552 GALLATIN AZ MK                                     2670318.9 |
 KD1366| KE1281 LONG                                APPROX.13.7 KM 2841422.7 |
 KD1366| CL8554 GALLATIN RM 2                        22.717 METERS 30106     |
 KD1366| KD1312 GALLATIN DAVIESS CO CTHSE DOME       34.336 METERS 33234     |
 KD1366|---------------------------------------------------------------------|
 KD1366
 KD1366                          SUPERSEDED SURVEY CONTROL
 KD1366
 KD1366  NAD 83(1997)-  39 54 53.01411(N)    093 57 42.27171(W) AD(       ) 1
 KD1366  NAD 83(1997)-  39 54 53.01557(N)    093 57 42.27263(W) AD(       ) 1
 KD1366  NAD 83(1986)-  39 54 53.01646(N)    093 57 42.27094(W) AD(       ) 1
 KD1366  NAD 27      -  39 54 52.98500(N)    093 57 41.47060(W) AD(       ) 1
 KD1366
 KD1366.Superseded values are not recommended for survey control.
 KD1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1366.See file dsdata.txt to determine how the superseded data were derived.
 KD1366
 KD1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE1780318735(NAD 83)
 KD1366_MARKER: DS = TRIANGULATION STATION DISK
 KD1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD1366_STAMPING: GALLATIN 1948
 KD1366
 KD1366  HISTORY     - Date     Condition        Report By
 KD1366  HISTORY     - 1948     MONUMENTED       CGS
 KD1366  HISTORY     - 1964     GOOD             MOHC
 KD1366  HISTORY     - 1966     GOOD             CGS
 KD1366  HISTORY     - 1974     GOOD             NGS
 KD1366
 KD1366                          STATION DESCRIPTION
 KD1366
 KD1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1366'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE DAVIESS
 KD1366'COUNTY COURT HOUSE SQUARE IN GALLATIN.  IT IS 57 FEET SOUTHEAST
 KD1366'OF THE SOUTHEAST CORNER OF THE COURT HOUSE, 27 FEET NORTH OF
 KD1366'HEDGE ROW AND 34.5 FEET WEST-NORTHWEST OF TWO FLOOD LIGHTS IN THE
 KD1366'SOUTHEAST CORNER OF THE SQUARE.  IT IS STAMPED GALLATIN 1948
 KD1366'AND SET FLUSH WITH THE GROUND SURFACE.
 KD1366'
 KD1366'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, SET IN THE
 KD1366'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE FLAG POLE.
 KD1366'IT IS STAMPED GALLATIN NO 1 1948 AND SET FLUSH WITH THE CONCRETE
 KD1366'SURFACE.
 KD1366'
 KD1366'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, SET IN THE
 KD1366'CONCRETE WALK 18 FEET WEST-SOUTHWEST OF THE SOUTH ENTRANCE TO THE
 KD1366'COURT HOUSE.  IT IS STAMPED GALLATIN NO 2 1948 AND SET FLUSH WITH
 KD1366'THE CONCRETE SURFACE.
 KD1366'
 KD1366'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 35
 KD1366'FEET NORTH OF THE CENTER OF STATE ROUTE 6, 15 FEET EAST OF THE
 KD1366'CENTER OF DRIVEWAY AND 8 FEET WEST OF TELEPHONE POLE.  IT IS
 KD1366'STAMPED GALLATIN 1948 AND PROJECTS 4 INCHES.  TO REACH FROM
 KD1366'THE STATION, GO WEST ON STATE ROUTE NO 6 FOR 0.4 MILE TO THE MARK
 KD1366'ON THE NORTH SIDE AS DESCRIBED.
 KD1366'
 KD1366'AN 87 FOOT SIGNAL AT STATION LONG IS VISIBLE AT 50 FEET.
 KD1366'
 KD1366'AN 87 FOOT SIGNAL AT STATION CHAPMAN IS VISIBLE AT 64 FEET.
 KD1366'
 KD1366'A 74 FOOT SIGNAL AT STATION JAMESON IS VISIBLE AT 64 FEET.
 KD1366'
 KD1366'AN 87 FOOT SIGNAL AT STATION LIERLEY IS VISIBLE AT 50 FEET.
 KD1366'
 KD1366'AN 87 FOOT SIGNAL AT STATION JAMESPORT IS VISIBLE AT 50 FEET.
 KD1366'
 KD1366'A 4 FOOT SIGNAL AT STATION HAW IS VISIBLE AT 50 FEET.
 KD1366'
 KD1366'AN 87 FOOT SIGNAL AT STATION NETTLETON IS VISIBLE AT 50 FEET.
 KD1366'
 KD1366'A 100 FOOT SIGNAL AT STATION KIDDER IS VISIBLE AT 64 FEET.
 KD1366'
 KD1366'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1366
 KD1366                          STATION RECOVERY (1964)
 KD1366
 KD1366'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1964 (PEC)
 KD1366'STATION AND RMS 1 AND 2, WERE RECOVERED IN GOOD CONDITION.
 KD1366'AZIMUTH MARK WAS NOT RECOVERED.  A TWO HOUR SEARCH WAS MADE.
 KD1366'BELIEVE IT HAS BEEN DESTROYED DUE TO ROAD CONSTRUCTION.
 KD1366
 KD1366                          STATION RECOVERY (1966)
 KD1366
 KD1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1366'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND IN
 KD1366'GOOD CONDITION.  THE STATE HIGHWAY DEPARTMENT REPORTED THAT THE
 KD1366'AZIMUTH MARK WAS NOT RECOVERED.  ANOTHER SEARCH WAS MADE FOR THIS
 KD1366'MARK BUT IT WAS NOT FOUND.  NO OBJECTS WERE VISIBLE FROM THE GROUND
 KD1366'AT THE STATION SO A NEW AZIMUTH MARK COULD NOT BE ESTABLISHED AT
 KD1366'THIS TIME.
 KD1366
 KD1366                          STATION RECOVERY (1974)
 KD1366
 KD1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JEF)
 KD1366'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 KD1366'GOOD CONDITION, PREVIOUSLY REFERENCE MARK 2 WAS REMOVED BY THIS PARTY
 KD1366'DUE TO CONSTRUCTION WORK IN THE COURTYARD, THIS DATE REFERENCE MARK
 KD1366'3 WAS ESTABLISHED AS THE CONSTRUCTION WORK WAS COMPLETED.  THE
 KD1366'AZIMUTH MARK WAS NOT FOUND AND IT IS EVIDENT THE MARK WAS DESTROYED
 KD1366'PREVIOUSLY BY ROAD CONSTRUCTION.  THE PREVIOUS DESCRIPTION IS
 KD1366'ADEQUATE FOR RECOVERY WITH THE ADDITIONAL DESCRIPTION FOR REFERENCE
 KD1366'MARK 3.
 KD1366'
 KD1366'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GALLATIN 1948 NO 3 1974,
 KD1366'CEMENTED IN A DRILL HOLE IN THE SIDEWALK LEADING TO THE SOUTH
 KD1366'ENTRANCE INTO THE COURTHOUSE, 68.2 FEET SOUTH OF THE CENTER OF THE
 KD1366'SOUTH ENTRANCE GLASS DOORS OF THE BUILDING, 16.8 FEET NORTH OF
 KD1366'THE SOUTH EDGE OF THE STREET CURB, 8.2 FEET EAST-NORTHEAST OF A
 KD1366'10-INCH CEDAR TREE AND 0.3 FOOT EAST OF THE WEST EDGE OF THE
 KD1366'SIDEWALK.
 KD1366'
 KD1366'NO SUITABLE PLACE TO SET A NEW AZIMUTH MARK THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1312 ***********************************************************************
 KD1312  DESIGNATION -  GALLATIN DAVIESS CO CTHSE DOME
 KD1312  PID         -  KD1312
 KD1312  STATE/COUNTY-  MO/DAVIESS
 KD1312  USGS QUAD   -  GALLATIN (1984)
 KD1312
 KD1312                         *CURRENT SURVEY CONTROL
 KD1312  ___________________________________________________________________
 KD1312* NAD 83(1997)-  39 54 54.00183(N)    093 57 42.93634(W)     ADJUSTED  
 KD1312* NAVD 88     -                                                        
 KD1312  ___________________________________________________________________
 KD1312  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 KD1312  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1312
 KD1312  HORZ ORDER  -  THIRD
 KD1312
 KD1312.The horizontal coordinates were established by classical geodetic methods
 KD1312.and adjusted by the National Geodetic Survey in February 2000..
 KD1312
 KD1312
 KD1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1312
 KD1312.The geoid height was determined by GEOID03.
 KD1312
 KD1312;                    North         East     Units Scale Factor Converg.
 KD1312;SPC MO W     -   416,169.248   896,002.485   MT  0.99996722   +0 20 42.9
 KD1312;UTM  15      - 4,418,766.015   417,787.811   MT  0.99968321   -0 37 02.1
 KD1312
 KD1312                          SUPERSEDED SURVEY CONTROL
 KD1312
 KD1312  NAD 83(1997)-  39 54 54.00227(N)    093 57 42.93770(W) AD(       ) 4
 KD1312  NAD 83(1997)-  39 54 54.00383(N)    093 57 42.93868(W) AD(       ) 4
 KD1312  NAD 83(1986)-  39 54 54.00449(N)    093 57 42.93715(W) AD(       ) 4
 KD1312  NAD 27      -  39 54 53.97200(N)    093 57 42.13600(W) AD(       ) 3
 KD1312
 KD1312.Superseded values are not recommended for survey control.
 KD1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1312.See file dsdata.txt to determine how the superseded data were derived.
 KD1312
 KD1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE1778818766(NAD 83)
 KD1312_MARKER: 87 = DOME
 KD1312
 KD1312  HISTORY     - Date     Condition        Report By
 KD1312  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1312
 KD1312                          STATION DESCRIPTION
 KD1312
 KD1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1312'THE STATION IS THE DOME ON THE TOP OF THE DAVIESS COUNTY
 KD1312'COURT HOUSE.  IT IS LOCATED IN THE CENTER OF THE SQUARE IN
 KD1312'THE TOWN OF GALLATIN.  IT IS A GREY STONE STRUCTURE WITH A DOME
 KD1312'AND CLOCK TOWER OVER THE CENTER OF THE TOP.  POINT OBSERVED
 KD1312'UPON, FINIAL ON THE APEX OF THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1313 ***********************************************************************
 KD1313  DESIGNATION -  GALLATIN MUNICIPAL TANK
 KD1313  PID         -  KD1313
 KD1313  STATE/COUNTY-  MO/DAVIESS
 KD1313  USGS QUAD   -  GALLATIN (1984)
 KD1313
 KD1313                         *CURRENT SURVEY CONTROL
 KD1313  ___________________________________________________________________
 KD1313* NAD 83(1997)-  39 54 50.12627(N)    093 57 42.59829(W)     ADJUSTED  
 KD1313* NAVD 88     -                                                        
 KD1313  ___________________________________________________________________
 KD1313  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 KD1313  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD1313
 KD1313  HORZ ORDER  -  THIRD
 KD1313
 KD1313.The horizontal coordinates were established by classical geodetic methods
 KD1313.and adjusted by the National Geodetic Survey in February 2000..
 KD1313
 KD1313
 KD1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1313
 KD1313.The geoid height was determined by GEOID03.
 KD1313
 KD1313;                    North         East     Units Scale Factor Converg.
 KD1313;SPC MO W     -   416,049.770   896,011.234   MT  0.99996723   +0 20 43.1
 KD1313;UTM  15      - 4,418,646.442   417,794.550   MT  0.99968319   -0 37 01.9
 KD1313
 KD1313                          SUPERSEDED SURVEY CONTROL
 KD1313
 KD1313  NAD 83(1997)-  39 54 50.12670(N)    093 57 42.59963(W) AD(       ) 4
 KD1313  NAD 83(1997)-  39 54 50.12819(N)    093 57 42.60055(W) AD(       ) 4
 KD1313  NAD 83(1986)-  39 54 50.12892(N)    093 57 42.59894(W) AD(       ) 4
 KD1313  NAD 27      -  39 54 50.09600(N)    093 57 41.79900(W) AD(       ) 3
 KD1313
 KD1313.Superseded values are not recommended for survey control.
 KD1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1313.See file dsdata.txt to determine how the superseded data were derived.
 KD1313
 KD1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE1779518646(NAD 83)
 KD1313_MARKER: 53 = ELEVATED TANK
 KD1313
 KD1313  HISTORY     - Date     Condition        Report By
 KD1313  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1313
 KD1313                          STATION DESCRIPTION
 KD1313
 KD1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1313'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY,
 KD1313'LOCATED ABOUT 1/2 BLOCK SOUTH OF THE COURT HOUSE IN THE TOWN
 KD1313'OF GALLATIN.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125
 KD1313'FEET HIGH.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE
 KD1313'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1715 ***********************************************************************
 JC1715  DESIGNATION -  GANAHL
 JC1715  PID         -  JC1715
 JC1715  STATE/COUNTY-  MO/ST LOUIS
 JC1715  USGS QUAD   -  MANCHESTER (1993)
 JC1715
 JC1715                         *CURRENT SURVEY CONTROL
 JC1715  ___________________________________________________________________
 JC1715* NAD 83(1997)-  38 36 35.51215(N)    090 34 07.94195(W)     ADJUSTED  
 JC1715* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 JC1715  ___________________________________________________________________
 JC1715  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JC1715  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JC1715
 JC1715  HORZ ORDER  -  FIRST
 JC1715
 JC1715.The horizontal coordinates were established by classical geodetic methods
 JC1715.and adjusted by the National Geodetic Survey in February 2000..
 JC1715
 JC1715.The orthometric height was scaled from a topographic map.
 JC1715
 JC1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1715
 JC1715.The geoid height was determined by GEOID03.
 JC1715
 JC1715;                    North         East     Units Scale Factor Converg.
 JC1715;SPC MO E     -   308,126.300   244,001.575   MT  0.99993378   -0 02 34.7
 JC1715;UTM  15      - 4,276,287.625   711,680.923   MT  1.00015183   +1 31 03.4
 JC1715
 JC1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1715!SPC MO E     -   0.99996897  x   0.99993378  =   0.99990275
 JC1715!UTM  15      -   0.99996897  x   1.00015183  =   1.00012079
 JC1715
 JC1715                          SUPERSEDED SURVEY CONTROL
 JC1715
 JC1715  NAD 83(1997)-  38 36 35.51394(N)    090 34 07.94111(W) AD(       ) 1
 JC1715  NAD 83(1986)-  38 36 35.53073(N)    090 34 07.93701(W) AD(       ) 1
 JC1715  NAD 27      -  38 36 35.33600(N)    090 34 07.49200(W) AD(       ) 1
 JC1715
 JC1715.Superseded values are not recommended for survey control.
 JC1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1715.See file dsdata.txt to determine how the superseded data were derived.
 JC1715
 JC1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1168176288(NAD 83)
 JC1715_MARKER: DS = TRIANGULATION STATION DISK
 JC1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1715+STABILITY: SURFACE MOTION
 JC1715
 JC1715  HISTORY     - Date     Condition        Report By
 JC1715  HISTORY     - 1931     MONUMENTED       CGS
 JC1715  HISTORY     - 1937     GOOD             CGS
 JC1715  HISTORY     - 1961     GOOD             CGS
 JC1715  HISTORY     - 1971     MARK NOT FOUND   LOCSUR
 JC1715  HISTORY     - 1972     MARK NOT FOUND   NGS
 JC1715
 JC1715                          STATION DESCRIPTION
 JC1715
 JC1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 JC1715'IN T. 45 N., R. 4 E., ON LARGE SUBURBAN ESTATE OF J.C. GANAHL,
 JC1715'NORTHWEST OF THE INTERSECTION OF CLAYTON ROAD AND KEHR MILL ROAD,
 JC1715'ABOUT 188 FEET NORTHWEST OF NEAR FACE OF EAST PORCH OF
 JC1715'MR. GANAHLS HOUSE, AND 54.5 FEET WEST OF CENTER LINE OF PRIVATE
 JC1715'ROAD PASSING ALONG SIDE OF HOUSE.  TO REACH FROM ST. LOUIS FOLLOW
 JC1715'CLAYTON ROAD WEST ABOUT 22 MILES TO ABOVE-MENTIONED
 JC1715'INTERSECTION, THENCE NORTHWEST ALONG PRIVATE ROAD TO SITE.
 JC1715'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 JC1715'MARKS IN CONCRETE.  STATION KESSLER
 JC1715'(SEE DESCRIPTION THEREOF) IS 57.22 METERS (187.7 FEET) FROM
 JC1715'STATION S 40 DEG 45 MIN E.  BEARING FROM STATION TO
 JC1715'LOW SQUAT WATER TANK ON HORIZON IS N 46 DEG 20 MIN E.
 JC1715
 JC1715                          STATION RECOVERY (1937)
 JC1715
 JC1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JC1715'STATION RECOVERED AS DESCRIBED.  IT IS 57.22 METERS (187.7 FEET)
 JC1715'FROM STATION KESSLER.
 JC1715'
 JC1715'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE
 JC1715'12 INCHES SQUARE, AND IS FLUSH WITH THE GROUND.
 JC1715'
 JC1715'THE UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE,
 JC1715'AND IS 30 INCHES BELOW THE SURFACE.
 JC1715
 JC1715                          STATION RECOVERY (1961)
 JC1715
 JC1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JC1715'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JC1715'CONDITION.  THE HILL ON WHICH THE STATION IS LOCATED IS BEING
 JC1715'LANDSCAPED AND DEVELOPED AS A SHOPPING CENTER AREA.  THE
 JC1715'DEVELOPERS PLAN TO CUT ABOUT 16 FEET OFF THE HILL, SO THE STATION
 JC1715'WAS MOVED ABOUT 100 YARDS NORTH NEAR THE BALLWIN WATER TANK.
 JC1715'FOR DETAILS, SEE THE DESCRIPTION OF GANAHL 2 1961.
 JC1715
 JC1715                          STATION RECOVERY (1971)
 JC1715
 JC1715'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 (HCK)
 JC1715'REMOVED BY GRADING.
 JC1715
 JC1715                          STATION RECOVERY (1972)
 JC1715
 JC1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JC1715'THIS STATION WAS REPORTED DESTROYED IN 1971 BY H. C. KALLER, MISSOURI
 JC1715'STATE LAND SURVEY AUTHORITY, POST OFFICE BOX 1158, ROLLA, MISSOURI
 JC1715'65401.  THIS MARK WAS NOT FOUND THIS DATE AND IS BELIEVED TO BE
 JC1715'DESTROYED AS STATED ABOVE.
 JC1715'
 JC1715'STATION GANAHL 2 WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 JC1715'
 JC1715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE SMALL
 JC1715'TOWN OF BALLWIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1714 ***********************************************************************
 JC1714  DESIGNATION -  GANAHL 2
 JC1714  PID         -  JC1714
 JC1714  STATE/COUNTY-  MO/ST LOUIS
 JC1714  USGS QUAD   -  MANCHESTER (1993)
 JC1714
 JC1714                         *CURRENT SURVEY CONTROL
 JC1714  ___________________________________________________________________
 JC1714* NAD 83(1997)-  38 36 38.35498(N)    090 34 08.97814(W)     ADJUSTED  
 JC1714* NAVD 88     -       228.4    (meters)     749.     (feet)  VERTCON   
 JC1714  ___________________________________________________________________
 JC1714  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 JC1714  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JC1714
 JC1714  HORZ ORDER  -  SECOND
 JC1714
 JC1714.The horizontal coordinates were established by classical geodetic methods
 JC1714.and adjusted by the National Geodetic Survey in February 2000..
 JC1714
 JC1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1714
 JC1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1714
 JC1714.The geoid height was determined by GEOID03.
 JC1714
 JC1714;                    North         East     Units Scale Factor Converg.
 JC1714;SPC MO E     -   308,213.973   243,976.573   MT  0.99993378   -0 02 35.4
 JC1714;UTM  15      - 4,276,374.603   711,653.537   MT  1.00015169   +1 31 02.9
 JC1714
 JC1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1714!SPC MO E     -   0.99996904  x   0.99993378  =   0.99990283
 JC1714!UTM  15      -   0.99996904  x   1.00015169  =   1.00012073
 JC1714
 JC1714|---------------------------------------------------------------------|
 JC1714| PID    Reference Object                     Distance      Geod. Az  |
 JC1714|                                                           dddmmss.s |
 JC1714| JC1716 KESSLER                             145.107 METERS 15432     |
 JC1714| JC1715 GANAHL                               91.175 METERS 16402     |
 JC1714| JC1723 ATT MICROWAVE TOWER KAI 81          APPROX.17.7 KM 2432743.7 |
 JC1714| JC1719 WELDON SPRING ORD PLANT TANK        APPROX.17.0 KM 3045954.9 |
 JC1714|---------------------------------------------------------------------|
 JC1714
 JC1714                          SUPERSEDED SURVEY CONTROL
 JC1714
 JC1714  NAD 83(1997)-  38 36 38.35677(N)    090 34 08.97729(W) AD(       ) 2
 JC1714  NAD 83(1986)-  38 36 38.37355(N)    090 34 08.97318(W) AD(       ) 2
 JC1714  NAD 27      -  38 36 38.17900(N)    090 34 08.52800(W) AD(       ) 2
 JC1714  NGVD 29 (07/19/86)  228.5    (m)          750.     (f) VERT ANG       
 JC1714
 JC1714.Superseded values are not recommended for survey control.
 JC1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1714.See file dsdata.txt to determine how the superseded data were derived.
 JC1714
 JC1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1165476375(NAD 83)
 JC1714_MARKER: DS = TRIANGULATION STATION DISK
 JC1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1714+STABILITY: SURFACE MOTION
 JC1714
 JC1714  HISTORY     - Date     Condition        Report By
 JC1714  HISTORY     - 1961     MONUMENTED       CGS
 JC1714  HISTORY     - 1971     GOOD             LOCSUR
 JC1714
 JC1714                          STATION DESCRIPTION
 JC1714
 JC1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JC1714'THIS STATION WAS ESTABLISHED TO REPLACE TRIANGULATION STATIONS
 JC1714'GANAHL 1931 AND KESSLER 1871 WHICH WERE LOCATED NEARBY AND WILL
 JC1714'BE DESTROYED WHEN THE HILL IS LEVELED FOR A SHOPPING CENTER.
 JC1714'THIS NEW STATION WAS ESTABLISHED IN THE SOUTHWEST CORNER OF A
 JC1714'FENCE ENCLOSURE FOR AN ELEVATED WATER TANK AND A LARGE STORAGE
 JC1714'WATER STANDPIPE FOR THE SMALL TOWN OF BALLWIN.  A COMPLETE
 JC1714'DESCRIPTION FOLLOWS.
 JC1714'
 JC1714'STATION IS LOCATED ABOUT 22 MILES WEST OF THE CENTER OF ST LOUIS
 JC1714'AND ABOUT 2 MILES NORTHWEST OF THE SMALL TOWN OF BALLWIN AND
 JC1714'ABOUT 300 YARDS NORTHWEST OF THE INTERSECTION OF CLAYTON ROAD
 JC1714'AND KEHR MILL IN SEC. 28, T 45 N., R 4 E, 15.36 FEET SOUTHWEST
 JC1714'OF THE CENTER OF TOP OF WEST ANCHOR BOLT FOR THE SOUTH LEG OF THE
 JC1714'TWO WEST LEGS OF THE ELEVATED TANK AND NEAREST LEG TO STATION
 JC1714'MARK, 31.16 FEET WEST OF THE CENTER OF TOP OF SOUTH ANCHOR BOLT
 JC1714'FOR THE SOUTH LEG WHICH IS THE LADDER LEG OF ELEVATED TANK,
 JC1714'38.57 FEET SOUTH OF THE CENTER OF TOP OF WEST BOLT FOR THE NORTH
 JC1714'LEG OF TWO WEST LEGS OF ELEVATED TANK, 63 FEET SOUTH OF JOG IN
 JC1714'WEST FENCELINE, 7.5 FEET NORTH-NORTHEAST OF THE SOUTHWEST
 JC1714'CORNER OF FENCE, AND 2.5 FEET EAST OF THE WEST SIDE OF FENCE
 JC1714'WHICH SURROUNDS THE BALDWIN MUNI., WATER TANK AND STANDPIPE.
 JC1714'PERMISSION WAS OBTAINED FROM THE ST. LOUIS WATER WORKS TO
 JC1714'ESTABLISH THIS STATION ON THEIR PROPERTY.  THE MARK IS SET IN A
 JC1714'CONCRETE POST FLUSH WITH SURFACE OF THE GROUND AND THE DISK IS
 JC1714'STAMPED GANAHL 2 1961.  THE UNDERGROUND MARK IS SET IN CONCRETE
 JC1714'ALSO.
 JC1714'
 JC1714'TO REACH THE STATION FROM MISSOURI STATE HIGHWAY PATROL, RADIO
 JC1714'MAST, WHICH IS AT THE JUNCTION OF U.S. HIGHWAYS 40 AND 61 AND
 JC1714'COUNTY ROAD JJ IN THE TOWN AND COUNTRY SUBURB OF WEST ST. LOUIS,
 JC1714'GO SOUTH ON COUNTY ROAD JJ FOR 0.5 MILE TO CLAYTON ROAD.  TURN
 JC1714'RIGHT AND GO WEST ON CLAYTON ROAD FOR 4.3 MILES TO THE JUNCTION
 JC1714'OF STATE HIGHWAY 141.  CROSS STATE HIGHWAY 141 AND CONTINUE WEST
 JC1714'ON CLAYTON ROAD FOR 3.0 MILES TO KEHRS MILL ROAD.  TURN RIGHT
 JC1714'AND GO NORTH-NORTHWEST ON KEHRS MILL ROAD FOR 0.2 MILE TO THE
 JC1714'BALLWIN ELEVATED AND STORAGE TANKS ON THE LEFT AND THE STATION
 JC1714'AS DESCRIBED.  THE GATE TO THE ENCLOSED FENCED AREA IS
 JC1714'KEPT LOCKED AND THE ST. LOUIS WATER WORKS MUST BE CONTACTED
 JC1714'BEFORE ENTERING THE AREA WHERE THE STATION MARK IS LOCATED.
 JC1714'
 JC1714'NO ADDITIONAL REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED AT THIS
 JC1714'STATION, NOW.  THE ATT MICR-WAVE TOWER, KAI 81, WHICH IS
 JC1714'LOCATED ABOUT 4 AND 1/2 MILES NORTH OF THE TOWN OF PACIFIC,
 JC1714'MISSOURI AND IS LISTED AS A 1956 INTERSECTION STATION WILL SERVE
 JC1714'AS A GOOD NATURAL AZIMUTH MARK AS WELL AS THE TANK AND RADIO MAST
 JC1714'LISTED IN THE DIRECTIONS TO OBJECTS ABOVE.
 JC1714'
 JC1714'THE U.S.GEOLOGICAL SURVEY HAD ESTABLISHED AN ELEVATION OF 759.659
 JC1714'FEET ON TRIANGULATION STATION KESSLER WHICH WAS TRANSFERRED TO
 JC1714'THIS STATION.  THE ELEVATION OF THIS STATION, GANAHL 2 1961, IS
 JC1714'749.74 FEET.
 JC1714'
 JC1714'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JC1714
 JC1714                          STATION RECOVERY (1971)
 JC1714
 JC1714'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 (HCK)
 JC1714'GANAHL 2 1961 RECOVERED GOOD.
 JC1714'
 JC1714'STATION RECOVERED IN GOOD CONDITION.  LOCATION AS DESCRIBED IN 1961
 JC1714'REPORT.  DISTANCES TO ANCHOR BOLTS CHECK EXCEPT THE 15.36 FEET
 JC1714'SOUTHWEST OF THE CENTER TOP OF WEST ANCHOR BOLT FOR THE SOUTH LEG
 JC1714'OF THE WEST TWO LEGS OF THE ELEVATED WATER TANK IS ACTUALLY 15.26
 JC1714'FEET.  THE MO. STATE HWY. PATROL RADIO MAST AZIMUTH MARK LISTED
 JC1714'IN THE 1961 REPORT HAS BEEN REMOVED DUE TO THE RELOCATION OF THE HWY.
 JC1714'PATROL STATION ITSELF.  THE AT AND T MICRO WAVE TOWER AND WELDEN
 JC1714'SPRINGS WATER TANK CANNOT BE SEEN DUE TO THE TREES WEST OF THE
 JC1714'STATION.
 JC1714'
 JC1714'DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES FROM THE CENTER
 JC1714'OF ST. LOUIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1852 ***********************************************************************
 JE1852  DESIGNATION -  GARDEN CITY MUNICIPAL TANK
 JE1852  PID         -  JE1852
 JE1852  STATE/COUNTY-  MO/CASS
 JE1852  USGS QUAD   -  GARDEN CITY (1954)
 JE1852
 JE1852                         *CURRENT SURVEY CONTROL
 JE1852  ___________________________________________________________________
 JE1852* NAD 83(1997)-  38 33 42.19343(N)    094 11 26.74740(W)     ADJUSTED  
 JE1852* NAVD 88     -                                                        
 JE1852  ___________________________________________________________________
 JE1852  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 JE1852  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE1852
 JE1852  HORZ ORDER  -  THIRD
 JE1852
 JE1852.The horizontal coordinates were established by classical geodetic methods
 JE1852.and adjusted by the National Geodetic Survey in February 2000..
 JE1852
 JE1852
 JE1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1852
 JE1852.The geoid height was determined by GEOID03.
 JE1852
 JE1852;                    North         East     Units Scale Factor Converg.
 JE1852;SPC MO W     -   265,843.601   876,950.993   MT  0.99995012   +0 11 34.0
 JE1852;UTM  15      - 4,268,814.121   396,254.966   MT  0.99973254   -0 44 32.4
 JE1852
 JE1852                          SUPERSEDED SURVEY CONTROL
 JE1852
 JE1852  NAD 83(1997)-  38 33 42.19389(N)    094 11 26.74710(W) AD(       ) 4
 JE1852  NAD 83(1986)-  38 33 42.20162(N)    094 11 26.74477(W) AD(       ) 4
 JE1852  NAD 27      -  38 33 42.15426(N)    094 11 25.94742(W) AD(       ) 3
 JE1852
 JE1852.Superseded values are not recommended for survey control.
 JE1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1852.See file dsdata.txt to determine how the superseded data were derived.
 JE1852
 JE1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9625568814(NAD 83)
 JE1852_MARKER: 51 = TANK
 JE1852
 JE1852  HISTORY     - Date     Condition        Report By
 JE1852  HISTORY     - 1963     FIRST OBSERVED   CGS
 JE1852  HISTORY     - 20060526 GOOD             INDIV
 JE1852
 JE1852                          STATION DESCRIPTION
 JE1852
 JE1852'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE1852'FAIRLY TALL ELEVATED WATER TANK SUPPORTED BY 4 LEGS.  CONICAL ROOF.
 JE1852'PAINTED LIGHT BLUE WITH THE WORDING GARDEN CITY PAINTED IN BLACK ON
 JE1852'THE NORTHEAST SIDE.  SEVERAL ANTENNAS ARE MOUNTED NEAR THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1102 ***********************************************************************
 KD1102  DESIGNATION -  GARHART
 KD1102  PID         -  KD1102
 KD1102  STATE/COUNTY-  MO/CHARITON
 KD1102  USGS QUAD   -  SALISBURY (1979)
 KD1102
 KD1102                         *CURRENT SURVEY CONTROL
 KD1102  ___________________________________________________________________
 KD1102* NAD 83(1997)-  39 24 38.86818(N)    092 51 22.70790(W)     ADJUSTED  
 KD1102* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 KD1102  ___________________________________________________________________
 KD1102  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 KD1102  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KD1102
 KD1102  HORZ ORDER  -  SECOND
 KD1102
 KD1102.The horizontal coordinates were established by classical geodetic methods
 KD1102.and adjusted by the National Geodetic Survey in February 2000..
 KD1102
 KD1102.The orthometric height was scaled from a topographic map.
 KD1102
 KD1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1102
 KD1102.The geoid height was determined by GEOID03.
 KD1102
 KD1102;                    North         East     Units Scale Factor Converg.
 KD1102;SPC MO C     -   397,094.733   469,315.621   MT  0.99994492   -0 13 34.4
 KD1102;UTM  15      - 4,362,374.595   512,370.298   MT  0.99960188   +0 05 28.4
 KD1102
 KD1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1102!SPC MO C     -   0.99996805  x   0.99994492  =   0.99991297
 KD1102!UTM  15      -   0.99996805  x   0.99960188  =   0.99956994
 KD1102
 KD1102:                Primary Azimuth Mark                     Grid Az
 KD1102:SPC MO C     -  SALISBURY ST JOSEPH CATH CH              070 13 58.8
 KD1102:UTM  15      -  SALISBURY ST JOSEPH CATH CH              069 54 56.0
 KD1102
 KD1102|---------------------------------------------------------------------|
 KD1102| PID    Reference Object                     Distance      Geod. Az  |
 KD1102|                                                           dddmmss.s |
 KD1102| KD1100 SALISBURY ST JOSEPH CATH CH         APPROX. 4.6 KM 0700024.4 |
 KD1102| CL8563 GARHART RM 1                         32.857 METERS 12359     |
 KD1102| CL8564 GARHART RM 2                         30.885 METERS 25435     |
 KD1102| CL8565 GARHART RM 3                         31.108 METERS 25437     |
 KD1102| CL8562 GARHART AZ MK                                      2695616.5 |
 KD1102| KD1108 KEYTESVILLE MUNICIPAL TANK          APPROX. 7.6 KM 2913721.4 |
 KD1102|---------------------------------------------------------------------|
 KD1102
 KD1102                          SUPERSEDED SURVEY CONTROL
 KD1102
 KD1102  NAD 83(1986)-  39 24 38.87185(N)    092 51 22.71276(W) AD(       ) 2
 KD1102  NAD 27      -  39 24 38.77360(N)    092 51 22.03000(W) AD(       ) 2
 KD1102
 KD1102.Superseded values are not recommended for survey control.
 KD1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1102.See file dsdata.txt to determine how the superseded data were derived.
 KD1102
 KD1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD1237062375(NAD 83)
 KD1102_MARKER: DS = TRIANGULATION STATION DISK
 KD1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1102
 KD1102  HISTORY     - Date     Condition        Report By
 KD1102  HISTORY     - 1948     MONUMENTED       CGS
 KD1102  HISTORY     - 1966     GOOD             CGS
 KD1102  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1102
 KD1102                          STATION DESCRIPTION
 KD1102
 KD1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1102'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST-SOUTHWEST OF
 KD1102'SALISBURY, ABOUT 4-3/4 MILES EAST-SOUTHEAST OF KEYTESVILLE, ON
 KD1102'PROPERTY OWNED AND OCCUPIED BY MR. GARHART.  IT IS 72 FEET NORTH OF
 KD1102'THE CENTERLINE OF U.S. HIGHWAY 24, 26 FEET NORTH OF A FENCE
 KD1102'CORNER, 22 FEET WEST OF A DRIVEWAY, AND 10 FEET EAST OF A
 KD1102'FENCELINE.  THE DISK IS STAMPED GARHART 1948 AND IS SET FLUSH
 KD1102'WITH THE GROUND.
 KD1102'
 KD1102'REFERENCE MARK NO. 1 IS 107.84 FEET NORTH-NORTHEAST OF THE STATION,
 KD1102'18 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, AND 2 FEET WEST OF
 KD1102'MR. GARHARTS YARD FENCE.  THE DISK IS STAMPED GARHART NO 1 1948
 KD1102'PROJECTS 2 INCHES.
 KD1102'
 KD1102'REFERENCE MARK NO. 2 IS 101.33 FEET WEST-SOUTHWEST OF THE STATION,
 KD1102'44 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF A
 KD1102'POWER POLE, AND 1 FOOT SOUTH OF AN EAST-WEST FENCELINE.  THE DISK
 KD1102'IS STAMPED GARHART NO 2 1948 AND PROJECTS 6 INCHES.
 KD1102'
 KD1102'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, 78 FEET EAST
 KD1102'OF THE SOUTHEAST CORNER OF A FILLING STATION, 60 FEET NORTH OF THE
 KD1102'CENTERLINE OF U.S. HIGHWAY 24, AND 6 FEET NORTH OF A POWER POLE.
 KD1102'THE DISK IS STAMPED GARHART 1948 AND PROJECTS 6 INCHES.
 KD1102'
 KD1102'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 KD1102'HIGHWAY 5, ABOUT 3 MILES WEST OF SALISBURY, GO WEST ON HIGHWAY 24
 KD1102'FOR 0.35 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 KD1102'
 KD1102'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 24
 KD1102'FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 KD1102'
 KD1102'A 74 FOOT SIGNAL AT MUSSEL IS VISIBLE AT 37 FEET.
 KD1102'
 KD1102'A 74 FOOT SIGNAL AT CHARITON SOUTH BASE IS VISIBLE AT 50 FEET.
 KD1102'
 KD1102'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD1102
 KD1102                          STATION RECOVERY (1966)
 KD1102
 KD1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1102'STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 KD1102'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 KD1102'FOUND DESTROYED.
 KD1102'
 KD1102'REFERENCE MARK NO. 3 WAS SET.
 KD1102'
 KD1102'FOLLOWING IS A NEW DESCRIPTION.
 KD1102'
 KD1102'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 KD1102'HIGHWAY 5 ABOUT 3 MILES WEST OF SALISBURY, GO WEST ON U.S. HIGHWAY
 KD1102'24 FOR 0.3 MILE TO THE STATION ON THE RIGHT.  (CONTINUE WEST ON
 KD1102'U.S. HIGHWAY 24 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 KD1102'
 KD1102'STATION SURFACE MARK, A STANDARD DISK STAMPED GARHART 1948, IS SET
 KD1102'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KD1102'SURFACE OF THE GROUND.  IT IS 71 FEET NORTH OF THE CENTERLINE OF
 KD1102'U.S. HIGHWAY 24, 31 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 KD1102'OF A METAL COVERED GARAGE, 26 FEET NORTH OF A CORNER FENCE POST,
 KD1102'21 FEET WEST OF THE CENTER OF A DRIVEWAY, AND 14.5 FEET EAST OF
 KD1102'A WOVEN WIRE FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KD1102'
 KD1102'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GARHART NO. 1
 KD1102'1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KD1102'WITH THE SURFACE OF THE GROUND.  IT IS 42.5 FEET NORTHWEST OF THE
 KD1102'NORTHWEST CORNER OF THE HOUSE, 12.5 FEET NORTH OF THE NORTH EDGE
 KD1102'OF SIDEWALK, AND 1.5 FEET SOUTHWEST OF A POLE.
 KD1102'
 KD1102'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GARHART 1948 NO. 3
 KD1102'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 KD1102'INCHES.  IT IS 43.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 KD1102'24, 3 FEET EAST OF A POWERLINE POLE, 1.5 FEET SOUTH OF A FENCE,
 KD1102'AND 1 FOOT WEST OF A METAL WITNESS POST.
 KD1102'
 KD1102'AZIMUTH MARK, A STANDARD DISK STAMPED GARHART 1948, IS SET IN THE
 KD1102'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 KD1102'78 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD ABANDONED
 KD1102'SERVICE AT STATION, 60 FEET NORTH OF THE CENTERLINE OF U.S.
 KD1102'HIGHWAY 24, 6 FEET NORTHEAST OF A POWERLINE POLE, AND 1 FOOT EAST
 KD1102'OF A METAL WITNESS POST.
 KD1102'
 KD1102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 KD1102'WEST-SOUTHWEST OF SALISBURY.
 KD1102
 KD1102                          STATION RECOVERY (1990)
 KD1102
 KD1102'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2726 ***********************************************************************
 JD2726  DESIGNATION -  GARLAND
 JD2726  PID         -  JD2726
 JD2726  STATE/COUNTY-  MO/HENRY
 JD2726  USGS QUAD   -  CLINTON NORTH (1981)
 JD2726
 JD2726                         *CURRENT SURVEY CONTROL
 JD2726  ___________________________________________________________________
 JD2726* NAD 83(1997)-  38 27 39.78453(N)    093 50 07.11659(W)     ADJUSTED  
 JD2726* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 JD2726  ___________________________________________________________________
 JD2726  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 JD2726  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JD2726
 JD2726  HORZ ORDER  -  SECOND
 JD2726
 JD2726.The horizontal coordinates were established by classical geodetic methods
 JD2726.and adjusted by the National Geodetic Survey in February 2000..
 JD2726
 JD2726.The orthometric height was scaled from a topographic map.
 JD2726
 JD2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2726
 JD2726.The geoid height was determined by GEOID03.
 JD2726
 JD2726;                    North         East     Units Scale Factor Converg.
 JD2726;SPC MO W     -   254,833.323   908,010.829   MT  0.99998260   +0 24 48.4
 JD2726;UTM  15      - 4,257,302.060   427,122.934   MT  0.99966540   -0 31 10.5
 JD2726
 JD2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2726!SPC MO W     -   0.99996348  x   0.99998260  =   0.99994608
 JD2726!UTM  15      -   0.99996348  x   0.99966540  =   0.99962889
 JD2726
 JD2726:                Primary Azimuth Mark                     Grid Az
 JD2726:SPC MO W     -  GREEN                                    066 17 43.5
 JD2726:UTM  15      -  GREEN                                    067 13 42.4
 JD2726
 JD2726|---------------------------------------------------------------------|
 JD2726| PID    Reference Object                     Distance      Geod. Az  |
 JD2726|                                                           dddmmss.s |
 JD2726| JD2725 GREEN                               APPROX. 7.9 KM 0664231.9 |
 JD2726| CM3754 GARLAND RM 1                         28.670 METERS 08834     |
 JD2726| CM3753 GARLAND AZ MK                                      1871709.4 |
 JD2726| CN6244 GARLAND RM 2                         24.502 METERS 34253     |
 JD2726|---------------------------------------------------------------------|
 JD2726
 JD2726                          SUPERSEDED SURVEY CONTROL
 JD2726
 JD2726  NAD 83(1997)-  38 27 39.78607(N)    093 50 07.11564(W) AD(       ) 2
 JD2726  NAD 83(1986)-  38 27 39.79334(N)    093 50 07.11466(W) AD(       ) 2
 JD2726  NAD 27      -  38 27 39.72750(N)    093 50 06.34110(W) AD(       ) 2
 JD2726
 JD2726.Superseded values are not recommended for survey control.
 JD2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2726.See file dsdata.txt to determine how the superseded data were derived.
 JD2726
 JD2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC2712357302(NAD 83)
 JD2726_MARKER: DS = TRIANGULATION STATION DISK
 JD2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2726
 JD2726  HISTORY     - Date     Condition        Report By
 JD2726  HISTORY     - 1948     MONUMENTED       CGS
 JD2726  HISTORY     - 1961     GOOD             LOCENG
 JD2726  HISTORY     - 1963     GOOD             CGS
 JD2726  HISTORY     - 1974     GOOD             USE
 JD2726
 JD2726                          STATION DESCRIPTION
 JD2726
 JD2726'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2726'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF CLINTON AND 2 MILES
 JD2726'NORTHEAST OF THE VILLAGE OF GARLAND ON PROPERTY OWNED BY MR.
 JD2726'HARRY HECKERT.  IT IS ABOUT 75 YARDS SOUTHEAST OF THE FARM
 JD2726'HOUSE, 16 FEET NORTH OF THE CENTER OF AN EAST-WEST TRACK ROAD,
 JD2726'12 FEET EAST-NORTHEAST OF A TWIN ELM TREE AND 8 FEET NORTHEAST
 JD2726'OF A WITNESS POST.  IT IS STAMPED GARLAND 1948 AND IS FLUSH
 JD2726'WITH THE GROUND.
 JD2726'
 JD2726'REFERENCE MARK NO. 1 IS 14.5 FEET NORTH OF THE CENTER OF THE
 JD2726'EAST-WEST TRACK ROAD AND BOARD GATE AND 1 FOOT WEST OF THE
 JD2726'NORTH-SOUTH FENCE LINE.  IT IS STAMPED GARLAND NO 1 1948 AND IS
 JD2726'FLUSH WITH THE GROUND.
 JD2726'
 JD2726'REFERENCE MARK NO. 2 IS 80 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JD2726'OF THE FARM HOUSE, 10 FEET SOUTHEAST OF A CHERRY TREE AND 16
 JD2726'FEET NORTH-NORTHEAST OF ANOTHER CHERRY TREE.  IT IS STAMPED
 JD2726'GARLAND NO 2 1948 AND IS FLUSH WITH THE GROUND.
 JD2726'
 JD2726'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 21 FEET WEST OF THE
 JD2726'CENTER OF A NORTH-SOUTH DIRT ROAD AND 1.5 FEET NORTH OF A WITNESS
 JD2726'POST.  IT IS STAMPED GARLAND 1948 AND PROJECTS 3 INCHES.
 JD2726'
 JD2726'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 35 AT THE
 JD2726'NORTH EDGE OF CLINTON, GO NORTHWEST ON STATE HIGHWAY 35 FOR 5.7
 JD2726'MILES TO A CROSSROAD, TURN RIGHT, NORTH, FOR 1.4 MILES TO A
 JD2726'CROSSROAD JUST SOUTH OF A SCHOOL HOUSE, TURN RIGHT, EAST, FOR
 JD2726'1.3 MILES TO A T-ROAD NORTH, TURN LEFT, NORTH, FOR 0.8 MILE TO
 JD2726'THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.6 MILE,
 JD2726'TURN RIGHT, EAST, ON FARM LANE FOR 0.05 MILE TO THE STATION
 JD2726'ON THE LEFT AS DESCRIBED.
 JD2726'
 JD2726'A 74 FOOT SIGNAL AT CALDWELL 1882 1922 1948 IS VISIBLE AT 30
 JD2726'FEET.
 JD2726'
 JD2726'A 74 FOOT SIGNAL AT GREEN IS VISIBLE AT 30 FEET.
 JD2726'
 JD2726'AN 87 FOOT SIGNAL AT CLINTON IS VISIBLE AT 20 FEET.
 JD2726'
 JD2726'A 74 FOOT SIGNAL AT GROVE IS VISIBLE AT 30 FEET.
 JD2726'
 JD2726'AN 87 FOOT SIGNAL AT CREIGHTON IS VISIBLE AT 40 FEET.
 JD2726'
 JD2726'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2726
 JD2726                          STATION RECOVERY (1961)
 JD2726
 JD2726'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JD2726'RECOVERED BY AERIAL CONTROL GEO.
 JD2726'
 JD2726'OBSCURED FROM GROUND BY ORCHARD.
 JD2726
 JD2726                          STATION RECOVERY (1963)
 JD2726
 JD2726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2726'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 JD2726'REFERENCE MARK NO. 1 WAS VERIFIED BUT THE DIRECTION MISSED THE
 JD2726'PREVIOUS DIRECTION BY 2 MINUTES AND 23 SECONDS.  THE DIRECTION
 JD2726'TO REFERENCE MARK NO. 2 WAS VERIFIED BUT THE DISTANCE MISSED
 JD2726'THE PREVIOUS DISTANCE BY 0.020 METER.  THE DIRECTION TO THE
 JD2726'AZIMUTH MARK MISSED THE PREVIOUS DIRECTION BY 7.5 SECONDS.
 JD2726'
 JD2726'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JD2726'
 JD2726'THE STATION IS 7-1/2 MILES NORTHWEST OF CLINTON, 2 MILES
 JD2726'NORTHEAST OF SMALL VILLAGE OF GARLAND AND ON PROPERTY OWNED BY
 JD2726'MR. R.D. HUDGENS.
 JD2726'
 JD2726'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS 7 AND 13
 JD2726'ON THE NORTH EDGE OF CLINTON, GO WEST AND NORTHWEST ON HIGHWAY
 JD2726'7 FOR 5.7 MILES TO COUNTY ROUTE O ON THE RIGHT.  TURN RIGHT
 JD2726'AND GO NORTH ON COUNTY ROUTE O FOR 1.65 MILES OT TWO SIDE ROADS
 JD2726'ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE SOUTH ONE OF THE
 JD2726'TWO GRAVEL ROADS FOR 1.4 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 JD2726'LEFT AND GO NORTH ON A GRAVEL ROAD FOR 0.8 MILE TO THE AZIMUTH
 JD2726'MARK AND A FIELD ENTRANCE ON THE LEFT.  CONTINUE NORTH ON THE
 JD2726'GRAVEL ROAD FOR 0.5 MILE TO A T-ROAD.  TURN RIGHT, EAST, FOR
 JD2726'0.05 MILE TO A DRIVEWAY ON THE LEFT.  (THE ROAD ENDS HERE.)
 JD2726'CONTINUE EAST ALONG A POWER LINE FOR APPROXIMATELY 150 FEET TO
 JD2726'THE STATION ON THE LEFT.
 JD2726'
 JD2726'THE STATION MARK IS A STANDARD DISK STAMPED GARLAND 1948 AND
 JD2726'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2726'GROUND.  IT IS 94 FEET NORTHEAST OF A POWER POLE WITH A
 JD2726'TRANSFORMER, 31 FEET EAST OF THE SOUTH EDGE OF A GRAPE ARBOR, 24.5
 JD2726'FEET NORTH OF A FENCE AND 8.6 FEET NORTH OF A METAL WITNESS POST.
 JD2726'THE UNDERGROUND DISK WAS NOT INSPECTED.
 JD2726'
 JD2726'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GARLAND NO 1 1948,
 JD2726'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2726'GROUND.  IT IS 95 FEET EAST OF THE METAL WITNESS POST, 17.5
 JD2726'FEET NORTH OF THE CENTER OF A WOODEN GATE AND 1 FOOT WEST OF
 JD2726'A FENCE.
 JD2726'
 JD2726'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GARLAND NO 2 1948,
 JD2726'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 JD2726'89 FEET NORTH OF THE METAL WITNESS POST, 80 FEET SOUTHEAST OF
 JD2726'THE SOUTHEAST CORNER OF THE HOUSE, 16 FEET NORTH OF A TWIN
 JD2726'TRUNK PEAR TREE AND ON THE NORTHEAST EDGE OF A SMALL ORCHARD.
 JD2726'
 JD2726'AZIMUTH MARK, A STANDARD DISK STAMPED GARLAND 1948, IS SET IN
 JD2726'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 20 FEET
 JD2726'WEST OF THE CENTER OF THE GRAVEL ROAD, 9 FEET SOUTH OF THE CENTER
 JD2726'OF THE FIELD ENTRANCE AND 1.6 FEET NORTH OF A METAL WITNESS
 JD2726'POST.
 JD2726'
 JD2726'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JD2726'
 JD2726'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2726
 JD2726                          STATION RECOVERY (1974)
 JD2726
 JD2726'RECOVERY NOTE BY US ENGINEERS 1974 (HLY)
 JD2726'CAN NOT SEE BETWEEN STA. AND AZI. BUILDING.  DID NOT FIND
 JD2726'REFERENCE MONUMENTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1013 ***********************************************************************
 HC1013  DESIGNATION -  GARWOOD
 HC1013  PID         -  HC1013
 HC1013  STATE/COUNTY-  MO/REYNOLDS
 HC1013  USGS QUAD   -  GARWOOD (1985)
 HC1013
 HC1013                         *CURRENT SURVEY CONTROL
 HC1013  ___________________________________________________________________
 HC1013* NAD 83(1997)-  37 03 16.11842(N)    090 53 36.75084(W)     ADJUSTED  
 HC1013* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 HC1013  ___________________________________________________________________
 HC1013  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 HC1013  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HC1013
 HC1013  HORZ ORDER  -  SECOND
 HC1013
 HC1013.The horizontal coordinates were established by classical geodetic methods
 HC1013.and adjusted by the National Geodetic Survey in February 2000..
 HC1013
 HC1013.The orthometric height was scaled from a topographic map.
 HC1013
 HC1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1013
 HC1013.The geoid height was determined by GEOID03.
 HC1013
 HC1013;                    North         East     Units Scale Factor Converg.
 HC1013;SPC MO E     -   135,570.410   214,997.442   MT  0.99994842   -0 14 13.7
 HC1013;UTM  15      - 4,102,990.974   687,302.222   MT  1.00003219   +1 16 10.8
 HC1013
 HC1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1013!SPC MO E     -   0.99995804  x   0.99994842  =   0.99990647
 HC1013!UTM  15      -   0.99995804  x   1.00003219  =   0.99999023
 HC1013
 HC1013|---------------------------------------------------------------------|
 HC1013| PID    Reference Object                     Distance      Geod. Az  |
 HC1013|                                                           dddmmss.s |
 HC1013| CI3667 GARWOOD RM 1                         24.465 METERS 16954     |
 HC1013| GE0788 VAN                                 APPROX.14.6 KM 2324101.6 |
 HC1013| CI3668 GARWOOD RM 2                         21.718 METERS 26553     |
 HC1013| HC1011 GARWOOD LOOKOUT TOWER                21.339 METERS 28657     |
 HC1013|---------------------------------------------------------------------|
 HC1013
 HC1013                          SUPERSEDED SURVEY CONTROL
 HC1013
 HC1013  NAD 83(1986)-  37 03 16.12948(N)    090 53 36.74938(W) AD(       ) 2
 HC1013  NAD 27      -  37 03 15.94710(N)    090 53 36.30570(W) AD(       ) 2
 HC1013
 HC1013.Superseded values are not recommended for survey control.
 HC1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1013.See file dsdata.txt to determine how the superseded data were derived.
 HC1013
 HC1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB8730202991(NAD 83)
 HC1013_MARKER: DS = TRIANGULATION STATION DISK
 HC1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1013_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC1013+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 HC1013
 HC1013  HISTORY     - Date     Condition        Report By
 HC1013  HISTORY     - 1962     MONUMENTED       CGS
 HC1013  HISTORY     - 20040203 GOOD             INDIV
 HC1013
 HC1013                          STATION DESCRIPTION
 HC1013
 HC1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1013'STATION IS ABOUT 12 MILES NORTHWEST OF ELLSINORE, 7-3/4 MILES
 HC1013'NORTHEAST OF VAN BUREN, IN THE SE 1/4 OF SEC. 36, T-28-N, R-1-E,
 HC1013'AND ON STATE OWNED PROPERTY.  IT IS 81 FEET WEST OF THE NORTHWEST
 HC1013'CORNER OF A FRAME GARAGE, 60 FEET EAST OF THE SOUTHEAST LEG
 HC1013'OF THE LOOKOUT TOWER, 38 FEET NORTH OF THE CENTERLINE OF A
 HC1013'GRAVELED DRIVEWAY AND 21 FEET NORTHWEST OF A 14 INCH OAK TREE.
 HC1013'A WITNESS SIGN WAS NAILED TO THE SOUTH SIDE OF THE SOUTHEAST
 HC1013'LEG OF THE LOOKOUT TOWER.  THE MONUMENT IS FLUSH AND THE DISK
 HC1013'IS STAMPED GARWOOD 1962.
 HC1013'
 HC1013'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 HC1013'STATE HIGHWAYS 21 AND 34 ABOUT 7 MILES NORTHEAST OF VAN BUREN,
 HC1013'GO NORTH ON HIGHWAYS 21 AND 34 FOR 2.0 MILES TO A SIDE ROAD
 HC1013'RIGHT AND A SIGN GARWOOD LOOKOUT TOWER ON THE RIGHT.  TURN RIGHT
 HC1013'AND GO EAST ON THE GRAVELED ROAD FOR 0.75 MILE TO THE LOOKOUT
 HC1013'TOWER AND THE STATION ON THE LEFT.
 HC1013'
 HC1013'REFERENCE MARK 1 IS 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 HC1013'THE GARAGE, 34 FEET WEST OF A POWER POLE, 12 FEET NORTH OF THE
 HC1013'CENTERLINE OF THE DRIVEWAY AND 6 FEET NORTHWEST OF A 16 INCH OAK
 HC1013'TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HC1013'GARWOOD NO 1 1962.
 HC1013'
 HC1013'REFERENCE MARK 2 IS 28 FEET NORTHWEST OF A 14 INCH OAK TREE,
 HC1013'17 FEET SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND 31
 HC1013'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY.  THE MONUMENT
 HC1013'IS FLUSH AND THE DISK IS STAMPED GARWOOD NO 2 1962.
 HC1013'
 HC1013'NOTE- NO AVAILABLE PLACE FOR AN AZIMUTH MARK.
 HC1013'
 HC1013'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC1013
 HC1013                          STATION RECOVERY (2004)
 HC1013
 HC1013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 HC1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1011 ***********************************************************************
 HC1011  DESIGNATION -  GARWOOD LOOKOUT TOWER
 HC1011  PID         -  HC1011
 HC1011  STATE/COUNTY-  MO/REYNOLDS
 HC1011  USGS QUAD   -  GARWOOD (1985)
 HC1011
 HC1011                         *CURRENT SURVEY CONTROL
 HC1011  ___________________________________________________________________
 HC1011* NAD 83(1997)-  37 03 16.32027(N)    090 53 37.57697(W)     ADJUSTED  
 HC1011* NAVD 88     -                                                        
 HC1011  ___________________________________________________________________
 HC1011  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 HC1011  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HC1011
 HC1011  HORZ ORDER  -  THIRD
 HC1011
 HC1011.The horizontal coordinates were established by classical geodetic methods
 HC1011.and adjusted by the National Geodetic Survey in February 2000..
 HC1011
 HC1011
 HC1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1011
 HC1011.The geoid height was determined by GEOID03.
 HC1011
 HC1011;                    North         East     Units Scale Factor Converg.
 HC1011;SPC MO E     -   135,576.717   214,977.057   MT  0.99994844   -0 14 14.2
 HC1011;UTM  15      - 4,102,996.743   687,281.677   MT  1.00003210   +1 16 10.3
 HC1011
 HC1011                          SUPERSEDED SURVEY CONTROL
 HC1011
 HC1011  NAD 83(1986)-  37 03 16.33056(N)    090 53 37.57580(W) AD(       ) 4
 HC1011  NAD 27      -  37 03 16.14900(N)    090 53 37.13200(W) AD(       ) 3
 HC1011
 HC1011.Superseded values are not recommended for survey control.
 HC1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1011.See file dsdata.txt to determine how the superseded data were derived.
 HC1011
 HC1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB8728202997(NAD 83)
 HC1011_MARKER: 57 = LOOKOUT TOWER
 HC1011
 HC1011  HISTORY     - Date     Condition        Report By
 HC1011  HISTORY     - 1962     FIRST OBSERVED   CGS
 HC1011
 HC1011                          STATION DESCRIPTION
 HC1011
 HC1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1011'STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT IS A 4
 HC1011'LEGGED WOODEN STRUCTURE WITH AN ENCLOSED OBSERVING ROOM AT THE
 HC1011'TOP.  IT IS OWNED BY THE STATE AND HAS AN OVERALL HEIGHT OF
 HC1011'ABOUT 50 FEET.
 HC1011'
 HC1011'LOCATED ABOUT 12 MILES NORTHWEST OF ELLSINORE AND 7-3/4 MILES
 HC1011'NORTHEAST OF VAN BUREN.
 HC1011'
 HC1011'TO REACH THE TOWER FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 HC1011'STATE HIGHWAYS 21 AND 34 ABOUT 7 MILES NORTHEAST OF VAN BUREN,
 HC1011'GO NORTH ON HIGHWAYS 21 AND 34 FOR 2.0 MILES TO A SIDE ROAD RIGHT
 HC1011'AND A SIGN GARWOOD LOOKOUT TOWER ON THE RIGHT.  TURN RIGHT AND
 HC1011'GO EAST ON THE GRAVELED ROAD FOR 0.75 MILE TO THE TOWER ON
 HC1011'THE LEFT.
 HC1011'
 HC1011'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GARWOOD
 HC1011'AND THE DISTANCE IS 70.0 FEET, 21.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1519 ***********************************************************************
 JC1519  DESIGNATION -  GAS
 JC1519  PID         -  JC1519
 JC1519  STATE/COUNTY-  MO/OSAGE
 JC1519  USGS QUAD   -  LINN (1981)
 JC1519
 JC1519                         *CURRENT SURVEY CONTROL
 JC1519  ___________________________________________________________________
 JC1519* NAD 83(1997)-  38 22 32.16179(N)    091 49 54.21439(W)     ADJUSTED  
 JC1519* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 JC1519  ___________________________________________________________________
 JC1519  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 JC1519  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JC1519
 JC1519  HORZ ORDER  -  SECOND
 JC1519
 JC1519.The horizontal coordinates were established by classical geodetic methods
 JC1519.and adjusted by the National Geodetic Survey in February 2000..
 JC1519
 JC1519.The orthometric height was scaled from a topographic map.
 JC1519
 JC1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1519
 JC1519.The geoid height was determined by GEOID03.
 JC1519
 JC1519;                    North         East     Units Scale Factor Converg.
 JC1519;SPC MO C     -   282,332.528   558,391.910   MT  0.99997531   +0 24 53.6
 JC1519;SPC MO E     -   282,960.747   133,635.639   MT  1.00010003   -0 49 36.6
 JC1519;UTM  15      - 4,248,135.948   602,047.598   MT  0.99972825   +0 43 31.2
 JC1519
 JC1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1519!SPC MO C     -   0.99997123  x   0.99997531  =   0.99994654
 JC1519!SPC MO E     -   0.99997123  x   1.00010003  =   1.00007126
 JC1519!UTM  15      -   0.99997123  x   0.99972825  =   0.99969949
 JC1519
 JC1519:                Primary Azimuth Mark                     Grid Az
 JC1519:SPC MO C     -  GAS AZ MK                                032 35 00.1
 JC1519:SPC MO E     -  GAS AZ MK                                033 49 30.3
 JC1519:UTM  15      -  GAS AZ MK                                032 16 22.5
 JC1519
 JC1519|---------------------------------------------------------------------|
 JC1519| PID    Reference Object                     Distance      Geod. Az  |
 JC1519|                                                           dddmmss.s |
 JC1519| CN6245 GAS AZ MK                                          0325953.7 |
 JC1519| CN6246 GAS RM 1                             32.251 METERS 05632     |
 JC1519| CN6247 GAS RM 2                             28.920 METERS 34535     |
 JC1519|---------------------------------------------------------------------|
 JC1519
 JC1519                          SUPERSEDED SURVEY CONTROL
 JC1519
 JC1519  NAD 83(1986)-  38 22 32.17586(N)    091 49 54.21663(W) AD(       ) 2
 JC1519  NAD 27      -  38 22 32.02100(N)    091 49 53.60700(W) AD(       ) 2
 JC1519
 JC1519.Superseded values are not recommended for survey control.
 JC1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1519.See file dsdata.txt to determine how the superseded data were derived.
 JC1519
 JC1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC0204848136(NAD 83)
 JC1519_MARKER: DS = TRIANGULATION STATION DISK
 JC1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1519
 JC1519  HISTORY     - Date     Condition        Report By
 JC1519  HISTORY     - 1947     MONUMENTED       CGS
 JC1519
 JC1519                          STATION DESCRIPTION
 JC1519
 JC1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1519'THE STATION IS LOCATED ABOUT 8 MILES SOUTH AND 1 MILE EAST OF
 JC1519'LINN, 6-1/2 MILES NORTHEAST OF FREEBURG AND 3 MILES SOUTHEAST
 JC1519'OF RICH FOUNTAIN, IN SE 1/4 SEC. 20, T. 42 N., R. 8 W., NEAR
 JC1519'THE NORTHWEST END OF PROPOSED DAM SITE, IT IS 37 FEET
 JC1519'EAST-SOUTHEAST OF FENCE LINE AND 4.9 FEET EAST-SOUTHEAST OF
 JC1519'WHITE WITNESS POST.  THE MARK PROJECTS APPROX. 4 INCHES AND THE
 JC1519'DISK IS STAMPED GAS 1947.
 JC1519'
 JC1519'REFERENCE MARK NO. 1 IS 105.81 FEET EAST OF STATION AND 10 FEET
 JC1519'WEST OF WHITE OAK TREE.  THE MARK PROJECTS APPROX. 3 INCHES AND
 JC1519'THE DISK IS STAMPED GAS NO 1 1947.
 JC1519'
 JC1519'REFERENCE MARK NO. 2 IS 94.89 FEET NORTHWEST OF STATION AND 5
 JC1519'FEET EAST OF FENCE LINE.  THE MARK PROJECTS APPROX. 4 INCHES AND
 JC1519'THE DISK IS STAMPED GAS NO 2 1947.
 JC1519'
 JC1519'AZIMUTH MARK IS APPROX. 0.2 MILE EAST OF STATION, 122 FEET
 JC1519'SOUTHWEST OF THE SOUTHWEST CORNER OF BARN, 82 FEET SOUTHEAST
 JC1519'OF THE SOUTH EDGE OF CONCRETE WATER TANK, 25 FEET SOUTH OF GATE
 JC1519'POST, 2.5 FEET WEST OF WHITE WITNESS POST AND 0.6 FOOT FROM
 JC1519'FENCE LINE.  THE MARK PROJECTS APPROX. 3 INCHES AND THE DISK
 JC1519'IS STAMPED GAS 1947.
 JC1519'
 JC1519'TO REACH FROM THE TOWN OF RICH FOUNTAIN GO EAST ON COUNTY ROUTE
 JC1519'E FOR 2.6 MILES TO T-ROAD RIGHT, TURN RIGHT (SOUTH) FOR 0.2 MILE
 JC1519'TO WHERE GRAVEL ROAD BEARS LEFT, TURN SHARP RIGHT THROUGH WIRE
 JC1519'GATE AND TAKE DIM TRACK ROAD FOR ABOUT A 100 YARDS TO FORD, CROSS
 JC1519'FORD AND CONTINUE ON DIM TRACK ROAD TO MAIN ROAD, (BRIDGE ACROSS
 JC1519'STREAM IS UNSAFE FOR TRUCKS TO CROSS), TURN RIGHT ON ROAD AND GO
 JC1519'0.7 MILE TO MR. KRIEG HOME.  FOLLOW DIM TRACK ROAD AROUND BARN
 JC1519'TO PASTURE GATE, AZIMUTH MARK IS ABOUT 25 FEET SOUTH OF GATE IN
 JC1519'FENCE LINE, CONTINUE ON DIM TRACK ROAD WESTERLY FOR 0.35
 JC1519'MILE TO GATE, PASS THROUGH GATE AND FOLLOW ROAD 0.15 MILE TO
 JC1519'STATION.
 JC1519'
 JC1519'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0663 ***********************************************************************
 JC0663  DESIGNATION -  GASCONADE AZ MK
 JC0663  PID         -  JC0663
 JC0663  STATE/COUNTY-  MO/GASCONADE
 JC0663  USGS QUAD   -  SWISS (1973)
 JC0663
 JC0663                         *CURRENT SURVEY CONTROL
 JC0663  ___________________________________________________________________
 JC0663* NAD 83(1986)-  38 35 19.     (N)    091 28 22.     (W)     SCALED    
 JC0663* NAVD 88     -       281.209  (meters)     922.60   (feet)  ADJUSTED  
 JC0663  ___________________________________________________________________
 JC0663  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JC0663  DYNAMIC HT  -         281.021 (meters)     921.98  (feet)  COMP
 JC0663  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 JC0663
 JC0663  VERT ORDER  -  SECOND    CLASS 0
 JC0663
 JC0663.The horizontal coordinates were scaled from a topographic map and have
 JC0663.an estimated accuracy of +/- 6 seconds.
 JC0663
 JC0663.The orthometric height was determined by differential leveling
 JC0663.and adjusted by the National Geodetic Survey in June 1991..
 JC0663
 JC0663.The geoid height was determined by GEOID03.
 JC0663
 JC0663.The dynamic height is computed by dividing the NAVD 88
 JC0663.geopotential number by the normal gravity value computed on the
 JC0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0663.degrees latitude (g = 980.6199 gals.).
 JC0663
 JC0663.The modeled gravity was interpolated from observed gravity values.
 JC0663
 JC0663;                    North         East    Units  Estimated Accuracy
 JC0663;SPC MO E     -   306,210.      165,250.      MT  (+/- 180 meters Scaled)
 JC0663
 JC0663                          SUPERSEDED SURVEY CONTROL
 JC0663
 JC0663  NGVD 29 (??/??/92)  281.224  (m)          922.65   (f) ADJ UNCH    2 0
 JC0663
 JC0663.Superseded values are not recommended for survey control.
 JC0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0663.See file dsdata.txt to determine how the superseded data were derived.
 JC0663
 JC0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC330722(NAD 83)
 JC0663_MARKER: DR = REFERENCE MARK DISK
 JC0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0663_STAMPING: GASCONADE AZI 1933
 JC0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0663+STABILITY: SURFACE MOTION
 JC0663
 JC0663  HISTORY     - Date     Condition        Report By
 JC0663  HISTORY     - 1933     MONUMENTED       CGS
 JC0663  HISTORY     - 1938     GOOD             NGS
 JC0663
 JC0663                          STATION DESCRIPTION
 JC0663
 JC0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0663'1.9 MI N FROM SWISS.
 JC0663'1.9 MILES NORTH ALONG STATE HIGHWAY 19 FROM SWISS, GASCONADE
 JC0663'COUNTY, SOUTHWEST OF TRIANGULATION STATION GASCONADE, DESCRIBED
 JC0663'ABOVE, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 6
 JC0663'FEET SOUTH OF A FENCE CORNER.  A STANDARD REFERENCE-MARK DISK,
 JC0663'STAMPED GASCONADE AZI 1933 AND SET IN THE TOP OF A CONCRETE
 JC0663'POST PROJECTING 9 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0661 ***********************************************************************
 JC0661  DESIGNATION -  GASCONADE RESET
 JC0661  PID         -  JC0661
 JC0661  STATE/COUNTY-  MO/GASCONADE
 JC0661  USGS QUAD   -  SWISS (1973)
 JC0661
 JC0661                         *CURRENT SURVEY CONTROL
 JC0661  ___________________________________________________________________
 JC0661* NAD 83(1997)-  38 35 33.47641(N)    091 28 04.52238(W)     ADJUSTED  
 JC0661* NAVD 88     -       288.600  (meters)     946.85   (feet)  ADJUSTED  
 JC0661  ___________________________________________________________________
 JC0661  X           -    -127,877.963 (meters)                     COMP
 JC0661  Y           -  -4,990,224.279 (meters)                     COMP
 JC0661  Z           -   3,957,231.942 (meters)                     COMP
 JC0661  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 JC0661  ELLIP HEIGHT-         256.99  (meters)          (02/17/00) GPS OBS
 JC0661  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JC0661  DYNAMIC HT  -         288.408 (meters)     946.22  (feet)  COMP
 JC0661  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 JC0661
 JC0661  HORZ ORDER  -  FIRST
 JC0661  VERT ORDER  -  SECOND    CLASS 0
 JC0661  ELLP ORDER  -  FOURTH    CLASS I
 JC0661
 JC0661.The horizontal coordinates were established by GPS observations
 JC0661.and adjusted by the National Geodetic Survey in February 2000..
 JC0661
 JC0661.The orthometric height was determined by differential leveling
 JC0661.and adjusted by the National Geodetic Survey in June 1991..
 JC0661
 JC0661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC0661
 JC0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0661
 JC0661.The ellipsoidal height was determined by GPS observations
 JC0661.and is referenced to NAD 83.
 JC0661
 JC0661.The geoid height was determined by GEOID03.
 JC0661
 JC0661.The dynamic height is computed by dividing the NAVD 88
 JC0661.geopotential number by the normal gravity value computed on the
 JC0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0661.degrees latitude (g = 980.6199 gals.).
 JC0661
 JC0661.The modeled gravity was interpolated from observed gravity values.
 JC0661
 JC0661;                    North         East     Units Scale Factor Converg.
 JC0661;SPC MO E     -   306,655.578   165,678.380   MT  1.00002086   -0 36 13.7
 JC0661;SPC MO C     -   306,716.431   589,910.615   MT  1.00003285   +0 38 37.8
 JC0661;UTM  15      - 4,272,685.041   633,426.159   MT  0.99981923   +0 57 20.9
 JC0661
 JC0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0661!SPC MO E     -   0.99995968  x   1.00002086  =   0.99998054
 JC0661!SPC MO C     -   0.99995968  x   1.00003285  =   0.99999253
 JC0661!UTM  15      -   0.99995968  x   0.99981923  =   0.99977892
 JC0661
 JC0661:                Primary Azimuth Mark                     Grid Az
 JC0661:SPC MO E     -  HERMANN MICROWAVE TOWER                  023 05 46.0
 JC0661:SPC MO C     -  HERMANN MICROWAVE TOWER                  021 50 54.5
 JC0661:UTM  15      -  HERMANN MICROWAVE TOWER                  021 32 11.4
 JC0661
 JC0661|---------------------------------------------------------------------|
 JC0661| PID    Reference Object                     Distance      Geod. Az  |
 JC0661|                                                           dddmmss.s |
 JC0661| JC1436 HERMANN MICROWAVE TOWER             APPROX.11.7 KM 0222932.3 |
 JC0661| JC0662 GASCONADE RM 2                       48.210 METERS 05611     |
 JC0661| JC0663 GASCONADE AZ MK                                    2251511.5 |
 JC0661| JC0660 GASCONADE RM 1                       30.303 METERS 33801     |
 JC0661|---------------------------------------------------------------------|
 JC0661
 JC0661                          SUPERSEDED SURVEY CONTROL
 JC0661
 JC0661  NAD 83(1997)-  38 35 33.48381(N)    091 28 04.52368(W) AD(       ) 1
 JC0661  NAD 83(1986)-  38 35 33.49437(N)    091 28 04.52638(W) AD(       ) 1
 JC0661  NAD 83(1986)-  38 35 33.49436(N)    091 28 04.52641(W) AD(       ) 1
 JC0661  NAD 27      -  38 35 33.32550(N)    091 28 03.93470(W) AD(       ) 1
 JC0661  NAVD 88 (01/22/97)  288.6    (m)          947.     (f) LEVELING    3  
 JC0661  NGVD 29 (??/??/92)  288.616  (m)          946.90   (f) ADJ UNCH    2 0
 JC0661
 JC0661.Superseded values are not recommended for survey control.
 JC0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0661.See file dsdata.txt to determine how the superseded data were derived.
 JC0661
 JC0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC3342672685(NAD 83)
 JC0661_MARKER: DH = HORIZONTAL CONTROL DISK
 JC0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0661_STAMPING: GASCONADE 1874
 JC0661_MARK LOGO: CGS   
 JC0661_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0661+STABILITY: SURFACE MOTION
 JC0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0661+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC0661
 JC0661  HISTORY     - Date     Condition        Report By
 JC0661  HISTORY     - 1874     MONUMENTED       CGS
 JC0661  HISTORY     - 1934     GOOD             CGS
 JC0661  HISTORY     - 1937     GOOD             CGS
 JC0661  HISTORY     - 1938     GOOD             NGS
 JC0661  HISTORY     - 1947     GOOD             CGS
 JC0661  HISTORY     - 1970     GOOD             NGS
 JC0661  HISTORY     - 19950119 GOOD             MODNR
 JC0661
 JC0661                          STATION DESCRIPTION
 JC0661
 JC0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (CHB)
 JC0661'STATION IS ABOUT 10 MILES S OF HERMANN, AND ABOUT 2.3 MILES N OF
 JC0661'SWISS, ABOUT 235 PACES E OF CENTER LINE OF STATE HIGHWAY 19, A
 JC0661'NEW HIGHWAY BUILT SINCE 1922, NEAR N SIDE CENTER OF NW 1/4 SE 1/4
 JC0661'SEC. 3, T 44 N, R 5 W, ON LAND OWNED IN 1933 BY ADOLPH BOESCH, 92
 JC0661'FEET S OF OLD FENCE ON E-W HALF SECTION LINE, 1,198 FEET E OF
 JC0661'CENTER LINE OF IRON ROAD, ABOUT 1,350 FEET N OF E FROM
 JC0661'INTERSECTION OF MOUNT STERLING ROAD WITH IRON ROAD, 656 FEET E OF
 JC0661'N-S LINE FENCE BETWEEN LANDS OWNED IN 1922 BY MR. J. BOESCH, JR.,
 JC0661'AND MR. NICK FLUTSCH, 801 FEET S 19 DEG E (MAGNETIC) FROM SE
 JC0661'CORNER OF HOUSE OWNED BY MR. NICK FLUTSCH IN 1922, AND 45
 JC0661'PACES S 40 DEG W (MAGNETIC) FROM LONE TREE ALONG E-W HALF SECTION
 JC0661'LINE FENCE.
 JC0661'
 JC0661'ORIGINAL SURFACE MARK WAS STONE POST ABOUT 6 INCHES SQUARE AND 30
 JC0661'INCHES LONG PROJECTING 4 TO 6 INCHES ABOVE GROUND WITH THE LETTERS
 JC0661'U.S. INSCRIBED ON THE FACE OF THE POST.
 JC0661'
 JC0661'THE UNDERGROUND MARK WAS THE APEX OF AN EARTHENWARE PYRAMID
 JC0661'ABOUT 30 INCHES BELOW THE GROUND.  THE PYRAMID WAS ABOUT 10 INCHES
 JC0661'ON AN EDGE AND HAD ON ONE FACE THE RAISED LETTERS U.S.C.S.
 JC0661'IN 1922 STATION WAS RE-MARKED.  SURFACE MARK IS STANDARD DISK SET
 JC0661'IN TOP OF LIMESTONE POST, PROJECTING 2 INCHES ABOVE SURFACE.
 JC0661'UNDERGROUND MARK IS STANDARD DISK SET IN CONCRETE, 32 INCHES
 JC0661'BELOW SURFACE OF GROUND.  IN 1933 CONCRETE WAS CAST AROUND STONE
 JC0661'SURFACE MARK SO THAT IT NOW APPEARS AS CIRCULAR CONCRETE POST
 JC0661'PROJECTING ABOUT 8 INCHES ABOVE SURFACE OF GROUND.  IN 1878
 JC0661'STONE MARKING NE CORNER OF NW 1/4 SE 1/4 SEC. 3 WAS 217 METERS
 JC0661'(712 FEET) FROM STATION N 84 DEG 06 MIN E.  AT THAT
 JC0661'TIME 3 OAK TREES, EACH MARKED WITH TRIANGULAR BLAZE AND 1, 2, OR
 JC0661'3 NOTCHES IDENTIFYING NUMBER OF WITNESSES, WERE AT FOLLOWING
 JC0661'DISTANCES AND BEARINGS FROM STATION- NO. 1, 16.33 METERS
 JC0661'(53.6 FEET), NO 2, 8.81 METERS (28.9 FEET),
 JC0661'AND NO. 3, 11.66 METERS (38.3 FEET).
 JC0661'IN 1933 TWO STANDARD REFERENCE DISKS WERE SET
 JC0661'IN CONCRETE.  NO. 1 IS ALONG N-S
 JC0661'FENCE LINE, AND 30.32 METERS (99.5 FEET) FROM STATION
 JC0661'NO. 2 IS ALONG N-S FENCE LINE AND 48.3
 JC0661'METERS (158 FEET) FROM STATION.  NO. 1
 JC0661'IS ABOUT 169 FEET FROM NO. 2.  ANOTHER MARK (PROBABLY A
 JC0661'STANDARD REFERENCE DISK IN CONCRETE) WAS SET ALONG HIGHWAY 19,
 JC0661'S OF CORNER OF E-W FENCE LINE, ABOUT 1/4 MILE E OF OLD IRON ROAD,
 JC0661'AND ABOUT 1/3 MILE FROM STATION.
 JC0661'BEARING FROM STATION TO GERMAN PRESBYTERIAN CHURCH, TIP OF SPIRE,
 JC0661'DISTANT ABOUT 1-1/2 MILES.
 JC0661
 JC0661                          STATION RECOVERY (1934)
 JC0661
 JC0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC0661'STATION RECOVERED AND MARKS FOUND IN GOOD CONDITION.  THE STATION
 JC0661'IS 2.3 MILES N OF SWISS, 9.6 MILES S OF HERMANN, ON THE E SIDE
 JC0661'OF STATE HIGHWAY 19 ON LAND OWNED BY ADOLPH BOESCH.  THE STATION
 JC0661'MARK IS IN SMALL FIELD, 95 FEET N OF AN OLD FENCE LINE, 140 FEET
 JC0661'SW OF AN OAK TREE IN FENCE LINE, 300 FEET SE OF STATE HIGHWAY 19.
 JC0661'
 JC0661'STATION MARK IS A STANDARD BRONZE DISK SET IN A 6- BY 6-INCH STONE
 JC0661'POST WHICH IS REINFORCED WITH CONCRETE, AND PROJECTS 3 INCHES.
 JC0661'IT IS STAMPED GASCONADE.
 JC0661'
 JC0661'REFERENCE MARK NO. 1 IS NW OF THE STATION, IN OLD FENCE LINE,
 JC0661'30 FEET E OF A SMALL CEDAR TREE, AND PROJECTS 6 INCHES.  THE MARK
 JC0661'IS STAMPED GASCONADE 1933.  THE DISTANCE BETWEEN REFERENCE MARK
 JC0661'NO. 1 AND STAKE IS 99.23 FEET.
 JC0661'
 JC0661'REFERENCE MARK NO. 2 IS NE OF STATION, IN OLD FENCE LINE 24 FEET
 JC0661'E OF OAK TREE, AND PROJECTS 6 INCHES.  THE MARK IS STAMPED
 JC0661'GASCONADE 1933.  THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 JC0661'STAKE IS 85.17 FEET.
 JC0661'
 JC0661'THE AZIMUTH MARK IS SW OF THE STATION, 40 FEET W OF THE CENTER
 JC0661'LINE OF STATE HIGHWAY 19, 6 FEET S OF FENCE CORNER, AND PROJECTS
 JC0661'9 INCHES.  THE MARK IS STAMPED GASCONADE 1933.
 JC0661'
 JC0661'TO REACH FROM HERMANN, GO S ON STATE HIGHWAY 19 FOR 9.6 MILES TO
 JC0661'THE STATION.  FROM SWISS GO N ON STATE HIGHWAY 19 FOR 2.3 MILES.
 JC0661'
 JC0661'A 90-FOOT TOWER WAS USED.
 JC0661
 JC0661                          STATION RECOVERY (1937)
 JC0661
 JC0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JC0661'STATION RECOVERED AS DESCRIBED AND RE-MARKED IN 1922.  REOCCUPIED
 JC0661'IN 1933.  ABOUT 9.3 MILES BY ROAD N OF DRAKE, 10 MILES S OF
 JC0661'HERMANN, 300 FEET E OF THE CENTER LINE OF HIGHWAY 19, IN THE SE 1/4
 JC0661'SEC. 3, T 44 N. R 5 W, 92 FEET S OF OLD FENCE, AN E-W 1/2 SECTION
 JC0661'LINE, IN A CULTIVATED FIELD ON PROPERTY BELONGING TO ADOLPH
 JC0661'BOESCH.
 JC0661'
 JC0661'SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A 6-INCH SQUARE
 JC0661'POST 30 INCHES LONG WHICH IS ENCASED IN A CONCRETE CYLINDER 12
 JC0661'INCHES SQUARE PROJECTING 2 INCHES ABOVE THE GROUND.
 JC0661'
 JC0661'UNDERGROUND MARK IS THE APEX OF AN EARTHENWARE PYRAMID 30 INCHES
 JC0661'BELOW THE SURFACE.
 JC0661'
 JC0661'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE CYLINDERS.
 JC0661'
 JC0661'REFERENCE MARK NO. 1 IS ALONG THE E-W 1/2 SECTION LINE FENCE
 JC0661'99.5 FEET FROM THE STATION.
 JC0661'
 JC0661'REFERENCE MARK NO. 2 IS ALONG THE E-W 1/2 SECTION LINE FENCE 158
 JC0661'FEET FROM THE STATION.
 JC0661'
 JC0661'AZIMUTH MARK IS A STANDARD DISK SET IN A 12-INCH SQUARE BLOCK
 JC0661'OF CONCRETE STAMPED GASCONADE AZIMUTH 1933.  IT IS ABOUT 0.2
 JC0661'MILE FROM THE STATION ON THE NW SIDE OF STATE HIGHWAY 19, AT
 JC0661'THE SE CORNER OF THE ROAD FENCE AND T-FENCE, W FROM THE STATION.
 JC0661'
 JC0661'TO REACH FROM DRAKE, GO N ON STATE HIGHWAY 19, 09.3 MILES TO
 JC0661'THE STATION.
 JC0661
 JC0661                          STATION RECOVERY (1938)
 JC0661
 JC0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JC0661'2.1 MI N FROM SWISS.
 JC0661'2.1 MILES NORTH ALONG STATE HIGHWAY 19 FROM SWISS, GASCONADE
 JC0661'COUNTY, ON THE ADOLPH BOESCH PROPERTY, IN A SMALL FIELD NORTHEAST
 JC0661'OF A SMALL POND, 300 FEET SOUTHEAST OF THE HIGHWAY, 140 FEET
 JC0661'SOUTHWEST OF AN OAK TREE, AND 95 FEET NORTH OF AN OLD FENCE.
 JC0661'A STANDARD TRIANGULATION-STATION DISK, STAMPED GASCONADE 1874
 JC0661'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 JC0661'ABOVE GROUND.
 JC0661
 JC0661                          STATION RECOVERY (1947)
 JC0661
 JC0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC0661'STATION WAS RECOVERED AS DESCRIBED BY TAPE DISTANCES FROM REFERENCE
 JC0661'MARKS NOS. 1 AND 2.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 JC0661'
 JC0661'STATION SURFACE MARK IS NOW COVERED WITH A THIN LAYER OF SOD.
 JC0661'IT IS STAMPED GASCONADE 1874.
 JC0661'
 JC0661'REFERENCE MARKS NOS. 1 AND 2 PROJECT ABOUT 6 IN. ABOVE THE
 JC0661'SURFACE OF THE GROUND AND ARE STAMPED GASCONADE 1874 - 1933 AND NO.
 JC0661'1 AND NO. 2 RESPECTIVELY.  AZIMUTH MARK IS STAMPED GASCONADE
 JC0661'1874 - 1933
 JC0661'
 JC0661'STATION WAS NOT OCCUPIED IN 1947 BUT WAS OBSERVED ON FROM GEYER
 JC0661'1878 AND WINTER 2 1933, AS A CHECK.  A 90 FOOT STEEL TOWER WAS
 JC0661'USED.
 JC0661
 JC0661                          STATION RECOVERY (1970)
 JC0661
 JC0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JC0661'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JC0661'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 JC0661'SMALL AMOUNT OF CLEARING IS REQUIRED TO SEE THE AZIMUTH MARK FROM
 JC0661'THE STATION.  OLD TIES AT THE STATION SITE ARE GONE EXCEPT THE
 JC0661'MEASUREMENT FROM THE ROAD WHICH THE STATION IS 300 FEET SOUTHEAST
 JC0661'OF STATE HIGHWAY 19.  THE STATION AND REFERENCE MARKS ARE IN
 JC0661'OPEN PASTURE LAND.
 JC0661'
 JC0661'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 100
 JC0661'WEST WHICH IS 0.7 MILE SOUTH OF HERMANN, GO SOUTH ON STATE HIGHWAY
 JC0661'19 FOR 7.7 MILES TO THE JUNCTION OF STATE ROAD V.  CONTINUE SOUTH
 JC0661'ON STATE HIGHWAY 19 FOR 1.3 MILES TO A SMALL POND AND THE STATION
 JC0661'ON THE LEFT JUST SOUTHEAST OF THE POND.  (CONTINUE SOUTH ON
 JC0661'STATE HIGHWAY 19 FOR 0.4 MILE TO A SIDE ROAD AND THE AZIMUTH MARK ON
 JC0661'THE RIGHT.)
 JC0661'
 JC0661'A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE MARK NO. 1.
 JC0661'
 JC0661'AZIMUTH MARK IS 40.5 FEET WEST OF STATE HIGHWAY 19, 26 FEET SOUTH OF
 JC0661'A GRAVELED ROAD LEADING WEST, AND 1 FOOT NORTHEAST OF A METAL WITNESS
 JC0661'POST.
 JC0661'
 JC0661'THE OLD GERMAN PRESBYTERIAN CHURCH SPIRE IS STILL VISIBLE AT THE
 JC0661'STATION SITE.
 JC0661'
 JC0661'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/4 MILES
 JC0661'NORTH OF SWISS.
 JC0661
 JC0661                          STATION RECOVERY (1995)
 JC0661
 JC0661'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC0661'THE STATION IS A CGS DISK STAMPED GASCOANDE, 1874 GROUTED IN A 6
 JC0661'SQUARE LIMESTONE POST 2.5 INCHES BELOW SURFACE. REFERENCE MARK NO.  1
 JC0661'IS A CGS DISK STAMPED GASCONADE, 1933, NO.  1 IN TOP OF A 12 IN
 JC0661'DIAMETER CONCRETE POST PROJECTING 7 IN.  IT IS 1 FT (0.3 M) SOUTH OF A
 JC0661'FENCE AND 1 FT (0.3 M) EAST OF A METAL WITNESS POST. REFERENCE MARK
 JC0661'NO.  2 IS A CGS DISK STAMPED GASCONADE, 1933, NO.  2 IN TOP OF A 12 IN
 JC0661'DIAMETER CONCRETE POST PROJECTING 6 IN.  IT IS 6 INCHES SOUTH OF A
 JC0661'FENCE AND 1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST. THE AZIMUTH
 JC0661'MARK IS A CGS RM DISK STAMPED GASCONADE, 1933 AZI IN A 12 INCH ROUND
 JC0661'CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND AND IS NO LONGER
 JC0661'VISIBLE. THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) WSW OF NEW
 JC0661'HAVEN, MO, 7.5 MI (12.1 KM) SSW OF HERMANN, MO AND 2 MI (3.2 KM) NORTH
 JC0661'OF SWISS, MO IN AN AGRICULTURAL FIELD BEHIND TRI-B CRAFTS.  IT IS 99.4
 JC0661'FT (30.3 M) SOUTHEAST OF REFERENCE MARK NO.  1 AND 158.1 FT (48.2 M)
 JC0661'SOUTHWEST OF REFERENCE MARK NO.  2 AND ABOUT 2.5 IN BELOW THE SURFACE.
 JC0661'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF MISSOURI HIGHWAY 19
 JC0661'WITH ROUTE NN IN THE NORTHERN PART OF THE SMALL COMMUNITY OF SWISS,
 JC0661'MO, GO NORTH ON MO.  HWY.  19 FOR 1.65 MI (2.66 KM) TO GASCONADE
 JC0661'COUNTY ROAD 215 (BOHL RD.) ON THE LEFT (WEST) SIDE AND THE MARK IN THE
 JC0661'SOUTHWEST ANGLE OF THE INTERSECTION AS DESCRIBED. TO REACH THE STATION
 JC0661'FROM THE AZIMUTH MARK, CONTINUE NORTH ON HIGHWAY 19 FOR 0.25 MI (0.40
 JC0661'KM) TO A FIELD ENTRANCE ON THE RIGHT (SOUTHEAST) SIDE.  TURN RIGHT AND
 JC0661'FOLLOW FIELD ROAD NORTHERLY FOR 0.15 MI (0.24 KM) THROUGH A SMALL
 JC0661'STAND OF TREES TO AN AGRICULTURAL FIELD AND THE STATION AS DESCRIBED.
 JC0661'PROPERTY IS OWNED BY MR.  AND MRS.  HARVEY KOHLE WHO LIVE ABOUT 4 MI
 JC0661'(6.4 KM) SOUTH OF THE STATION.  TELEPHONE 314/486-5932.  PERMISSION
 JC0661'WAS GRANTED TO USE THE STATION AND TO PLACE A WITNESS POST NEARBY TO
 JC0661'AVOID POSSIBLE FUTURE DAMAGE. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1095 ***********************************************************************
 HD1095  DESIGNATION -  GASCONADE RIVERSIDE LODGE TANK
 HD1095  PID         -  HD1095
 HD1095  STATE/COUNTY-  MO/LACLEDE
 HD1095  USGS QUAD   -  RICHLAND (1976)
 HD1095
 HD1095                         *CURRENT SURVEY CONTROL
 HD1095  ___________________________________________________________________
 HD1095* NAD 83(1997)-  37 47 00.61081(N)    092 24 45.29039(W)     ADJUSTED  
 HD1095* NAVD 88     -                                                        
 HD1095  ___________________________________________________________________
 HD1095  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 HD1095  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HD1095
 HD1095  HORZ ORDER  -  THIRD
 HD1095
 HD1095.The horizontal coordinates were established by classical geodetic methods
 HD1095.and adjusted by the National Geodetic Survey in February 2000..
 HD1095
 HD1095
 HD1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1095
 HD1095.The geoid height was determined by GEOID03.
 HD1095
 HD1095;                    North         East     Units Scale Factor Converg.
 HD1095;SPC MO C     -   216,407.469   507,700.261   MT  0.99993406   +0 03 12.8
 HD1095;UTM  15      - 4,181,957.129   551,725.326   MT  0.99963295   +0 21 35.7
 HD1095
 HD1095                          SUPERSEDED SURVEY CONTROL
 HD1095
 HD1095  NAD 83(1986)-  37 47 00.62374(N)    092 24 45.28962(W) AD(       ) 4
 HD1095  NAD 27      -  37 47 00.48000(N)    092 24 44.68000(W) AD(       ) 3
 HD1095
 HD1095.Superseded values are not recommended for survey control.
 HD1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1095.See file dsdata.txt to determine how the superseded data were derived.
 HD1095
 HD1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB5172581957(NAD 83)
 HD1095_MARKER: 53 = ELEVATED TANK
 HD1095
 HD1095  HISTORY     - Date     Condition        Report By
 HD1095  HISTORY     - 1946     FIRST OBSERVED   CGS
 HD1095
 HD1095                          STATION DESCRIPTION
 HD1095
 HD1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1095'THE STATION IS LOCATED 1.4 MILES NORTH OF THE JUNCTION OF
 HD1095'U.S. HIGHWAY NO. 66 AND STATE HIGHWAY NO. 133, 16 MILES
 HD1095'NORTHEAST OF LEBANON, 300 FEET SOUTH OF STATE HIGHWAY NO.
 HD1095'133 AND 200 FEET WEST OF THE DRIVEWAY INTO THE LODGE BUILDINGS
 HD1095'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS
 HD1095'APPROXIMATELY 100 FEET HIGH HAS FOUR LEGS AND IS PAINTED SILVER.
 HD1095'
 HD1095'POINT INTERSECTED WAS THE BALL AT THE APEX OF TANK.
 HD1095'
 HD1095'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 HD1095'66 AND STATE HIGHWAY NO. 133, 16 MILES NORTHEAST OF LEBANON,
 HD1095'GO NORTH ON STATE HIGHWAY NO. 133 FOR 1.4 MILES TO GASCONADE
 HD1095'RIVERSIDE LODGE AND STATION ON LEFT SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0660 ***********************************************************************
 JC0660  DESIGNATION -  GASCONADE RM 1
 JC0660  PID         -  JC0660
 JC0660  STATE/COUNTY-  MO/GASCONADE
 JC0660  USGS QUAD   -  SWISS (1973)
 JC0660
 JC0660                         *CURRENT SURVEY CONTROL
 JC0660  ___________________________________________________________________
 JC0660* NAD 83(1986)-  38 35 33.     (N)    091 28 04.     (W)     SCALED    
 JC0660* NAVD 88     -       289.025  (meters)     948.24   (feet)  ADJUSTED  
 JC0660  ___________________________________________________________________
 JC0660  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JC0660  DYNAMIC HT  -         288.833 (meters)     947.61  (feet)  COMP
 JC0660  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 JC0660
 JC0660  VERT ORDER  -  SECOND    CLASS 0
 JC0660
 JC0660.The horizontal coordinates were scaled from a topographic map and have
 JC0660.an estimated accuracy of +/- 6 seconds.
 JC0660
 JC0660.The orthometric height was determined by differential leveling
 JC0660.and adjusted by the National Geodetic Survey in June 1991..
 JC0660
 JC0660.The geoid height was determined by GEOID03.
 JC0660
 JC0660.The dynamic height is computed by dividing the NAVD 88
 JC0660.geopotential number by the normal gravity value computed on the
 JC0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0660.degrees latitude (g = 980.6199 gals.).
 JC0660
 JC0660.The modeled gravity was interpolated from observed gravity values.
 JC0660
 JC0660;                    North         East    Units  Estimated Accuracy
 JC0660;SPC MO E     -   306,640.      165,690.      MT  (+/- 180 meters Scaled)
 JC0660
 JC0660                          SUPERSEDED SURVEY CONTROL
 JC0660
 JC0660  NGVD 29 (??/??/92)  289.041  (m)          948.30   (f) ADJ UNCH    2 0
 JC0660
 JC0660.Superseded values are not recommended for survey control.
 JC0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0660.See file dsdata.txt to determine how the superseded data were derived.
 JC0660
 JC0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC334726(NAD 83)
 JC0660_MARKER: DR = REFERENCE MARK DISK
 JC0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0660_STAMPING: GASCONADE NO 1 1933
 JC0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0660+STABILITY: SURFACE MOTION
 JC0660
 JC0660  HISTORY     - Date     Condition        Report By
 JC0660  HISTORY     - 1933     MONUMENTED       CGS
 JC0660  HISTORY     - 1938     GOOD             NGS
 JC0660
 JC0660                          STATION DESCRIPTION
 JC0660
 JC0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0660'2.1 MI N FROM SWISS.
 JC0660'2.1 MILES NORTH ALONG STATE HIGHWAY 19 FROM SWISS, GASCONADE
 JC0660'COUNTY, ON THE ADOLPH BOESCH PROPERTY, IN A SMALL FIELD NORTHEAST
 JC0660'OF A SMALL POND, 350 FEET SOUTHEAST OF THE HIGHWAY, 100 FEET
 JC0660'NORTHWEST OF THE TRIANGULATION STATION GASCONADE, DESCRIBED
 JC0660'BELOW, 30 FEET EAST OF A SMALL CEDAR TREE, AND AT AN OLD FENCE.
 JC0660'A STANDARD REFERENCE-MARK DISK, STAMPED GASCONADE NO 1 1933 AND
 JC0660'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 JC0660'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0662 ***********************************************************************
 JC0662  DESIGNATION -  GASCONADE RM 2
 JC0662  PID         -  JC0662
 JC0662  STATE/COUNTY-  MO/GASCONADE
 JC0662  USGS QUAD   -  SWISS (1973)
 JC0662
 JC0662                         *CURRENT SURVEY CONTROL
 JC0662  ___________________________________________________________________
 JC0662* NAD 83(1986)-  38 35 33.     (N)    091 28 04.     (W)     SCALED    
 JC0662* NAVD 88     -       287.353  (meters)     942.76   (feet)  ADJUSTED  
 JC0662  ___________________________________________________________________
 JC0662  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JC0662  DYNAMIC HT  -         287.161 (meters)     942.13  (feet)  COMP
 JC0662  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 JC0662
 JC0662  VERT ORDER  -  SECOND    CLASS 0
 JC0662
 JC0662.The horizontal coordinates were scaled from a topographic map and have
 JC0662.an estimated accuracy of +/- 6 seconds.
 JC0662
 JC0662.The orthometric height was determined by differential leveling
 JC0662.and adjusted by the National Geodetic Survey in June 1991..
 JC0662
 JC0662.The geoid height was determined by GEOID03.
 JC0662
 JC0662.The dynamic height is computed by dividing the NAVD 88
 JC0662.geopotential number by the normal gravity value computed on the
 JC0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0662.degrees latitude (g = 980.6199 gals.).
 JC0662
 JC0662.The modeled gravity was interpolated from observed gravity values.
 JC0662
 JC0662;                    North         East    Units  Estimated Accuracy
 JC0662;SPC MO E     -   306,640.      165,690.      MT  (+/- 180 meters Scaled)
 JC0662
 JC0662                          SUPERSEDED SURVEY CONTROL
 JC0662
 JC0662  NGVD 29 (??/??/92)  287.368  (m)          942.81   (f) ADJ UNCH    2 0
 JC0662
 JC0662.Superseded values are not recommended for survey control.
 JC0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0662.See file dsdata.txt to determine how the superseded data were derived.
 JC0662
 JC0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC334726(NAD 83)
 JC0662_MARKER: DR = REFERENCE MARK DISK
 JC0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0662_STAMPING: GASCONADE 1933 NO 2
 JC0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0662+STABILITY: SURFACE MOTION
 JC0662
 JC0662  HISTORY     - Date     Condition        Report By
 JC0662  HISTORY     - 1933     MONUMENTED       CGS
 JC0662  HISTORY     - 1938     GOOD             NGS
 JC0662
 JC0662                          STATION DESCRIPTION
 JC0662
 JC0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0662'2.1 MI N FROM SWISS.
 JC0662'2.1 MILES NORTH ALONG STATE HIGHWAY 19 FROM SWISS, GASCONADE
 JC0662'COUNTY, ON THE ADOLPH BOESCH PROPERTY, IN A SMALL FIELD NORTHEAST
 JC0662'OF A SMALL POND, ABOUT 250 FEET SOUTHEAST OF THE CENTERLINE
 JC0662'OF THE HIGHWAY, 160 FEET NORTHEAST OF TRIANGULATION STATION
 JC0662'GASCONADE, DESCRIBED ABOVE, 24 FEET EAST OF AN OAK TREE, AND
 JC0662'AT AN OLD FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED GASCONADE
 JC0662'1933 NO 2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JC0662'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE2143 ***********************************************************************
 AE2143  CBN         -  This is a Cooperative Base Network Control Station.
 AE2143  DESIGNATION -  GE01
 AE2143  PID         -  AE2143
 AE2143  STATE/COUNTY-  MO/GENTRY
 AE2143  USGS QUAD   -  ALBANY NORTH (1984)
 AE2143
 AE2143                         *CURRENT SURVEY CONTROL
 AE2143  ___________________________________________________________________
 AE2143* NAD 83(1997)-  40 15 24.79370(N)    094 17 20.87197(W)     ADJUSTED  
 AE2143* NAVD 88     -       288.5    (meters)     947.     (feet)  GPS OBS   
 AE2143  ___________________________________________________________________
 AE2143  X           -    -364,563.188 (meters)                     COMP
 AE2143  Y           -  -4,860,867.787 (meters)                     COMP
 AE2143  Z           -   4,099,960.902 (meters)                     COMP
 AE2143  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AE2143  ELLIP HEIGHT-         256.65  (meters)          (08/25/97) GPS OBS
 AE2143  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 AE2143
 AE2143  HORZ ORDER  -  B
 AE2143  ELLP ORDER  -  FOURTH    CLASS I
 AE2143
 AE2143.The horizontal coordinates were established by GPS observations
 AE2143.and adjusted by the National Geodetic Survey in August 1997..
 AE2143
 AE2143.The orthometric height was determined by GPS observations and a
 AE2143.high-resolution geoid model.
 AE2143
 AE2143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2143
 AE2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2143
 AE2143.The ellipsoidal height was determined by GPS observations
 AE2143.and is referenced to NAD 83.
 AE2143
 AE2143.The geoid height was determined by GEOID03.
 AE2143
 AE2143;                    North         East     Units Scale Factor Converg.
 AE2143;SPC MO W     -   454,011.563   867,938.201   MT  0.99994514   +0 08 10.6
 AE2143;UTM  15      - 4,457,066.858   390,372.074   MT  0.99974794   -0 49 59.3
 AE2143
 AE2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2143!SPC MO W     -   0.99995974  x   0.99994514  =   0.99990488
 AE2143!UTM  15      -   0.99995974  x   0.99974794  =   0.99970769
 AE2143
 AE2143                          SUPERSEDED SURVEY CONTROL
 AE2143
 AE2143.No superseded survey control is available for this station.
 AE2143
 AE2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE9037257067(NAD 83)
 AE2143_MARKER: DD = SURVEY DISK
 AE2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2143_STAMPING: GE-01 1997
 AE2143_MARK LOGO: MODNR 
 AE2143_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2143+STABILITY: SURFACE MOTION
 AE2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2143+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE2143
 AE2143  HISTORY     - Date     Condition        Report By
 AE2143  HISTORY     - 1997     MONUMENTED       MODNR
 AE2143
 AE2143                          STATION DESCRIPTION
 AE2143
 AE2143'DESCRIBED BY MO DEPT OF NAT RES 1997
 AE2143'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) NORTHEAST OF ALBANY,
 AE2143'MO., ALONG THE NORTH-NORTHWEST SIDE OF U.S.  HIGHWAY 136,
 AE2143'SOUTH-SOUTHEAST OF A RIGHT-OF-WAY FENCE.  OWNERSHIP--STATE OF
 AE2143'MISSOURI.  NOTE--THIS STATION IS A (FBN/CBN STATION) .  TO REACH THE
 AE2143'STATION FROM THE JUNCTION OF STATE HIGHWAYS C AND 85 AND U.S. HIGHWAY
 AE2143'136 NEAR THE NORTH EDGE OF ALBANY, GO EAST, 3.7 KM (2.30 MI) ALONG
 AE2143'HIGHWAY 136 TO THE STATION ON THE LEFT, SOUTH-SOUTHEAST OF THE FENCE.
 AE2143'STATION IS 21.3 M (69.9 FT) NORTH-NORTHWEST OF THE HIGHWAY 136
 AE2143'CENTERLINE, 21.2 M (69.6 FT) SOUTHWEST OF THE EXTENDED SOUTH-SOUTHEAST
 AE2143'LINE OF A UTILITY POLE WITH ROUND METAL TAG NUMBER 80, 0.3 M (1.0 FT)
 AE2143'SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND THE MONUMENT IS ABOUT
 AE2143'1.5 M (4.9 FT) ABOVE THE HIGHWAY LEVEL AND FLUSH WITH THE GROUND
 AE2143'SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1954 ***********************************************************************
 JE1954  DESIGNATION -  GEBAUR RESET
 JE1954  PID         -  JE1954
 JE1954  STATE/COUNTY-  MO/CASS
 JE1954  USGS QUAD   -  BELTON (1991)
 JE1954
 JE1954                         *CURRENT SURVEY CONTROL
 JE1954  ___________________________________________________________________
 JE1954* NAD 83(1997)-  38 49 22.86445(N)    094 33 09.22356(W)     ADJUSTED  
 JE1954* NAVD 88     -       338.10   (+/-2cm)    1109.2    (feet)  VERTCON   
 JE1954  ___________________________________________________________________
 JE1954  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JE1954  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE1954
 JE1954  HORZ ORDER  -  SECOND
 JE1954  VERT ORDER  -  THIRD ? (See Below)
 JE1954
 JE1954.This mark is at Richards-Gebaur-Ks City South Airport (GVW)
 JE1954
 JE1954.The horizontal coordinates were established by classical geodetic methods
 JE1954.and adjusted by the National Geodetic Survey in February 2000..
 JE1954
 JE1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1954.The vertical order pertains to the NGVD 29 superseded value.
 JE1954
 JE1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1954
 JE1954.The geoid height was determined by GEOID03.
 JE1954
 JE1954;                    North         East     Units Scale Factor Converg.
 JE1954;SPC MO W     -   294,804.406   845,435.681   MT  0.99994143   -0 01 58.6
 JE1954;SPC KS N     -    60,058.107   699,304.753   MT  0.99998454   +2 10 52.5
 JE1954;SPC KS S     -   646,593.056   742,721.011   MT  1.00006077   +2 25 32.9
 JE1954;UTM  15      - 4,298,281.924   365,223.085   MT  0.99982368   -0 58 24.5
 JE1954
 JE1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1954!SPC MO W     -   0.99995201  x   0.99994143  =   0.99989344
 JE1954!SPC KS N     -   0.99995201  x   0.99998454  =   0.99993655
 JE1954!SPC KS S     -   0.99995201  x   1.00006077  =   1.00001278
 JE1954!UTM  15      -   0.99995201  x   0.99982368  =   0.99977570
 JE1954
 JE1954:                Primary Azimuth Mark                     Grid Az
 JE1954:SPC MO W     -  BELTON GEBAUR AFB MICROWAVE              009 43 49.0
 JE1954:SPC KS N     -  BELTON GEBAUR AFB MICROWAVE              007 30 57.9
 JE1954:SPC KS S     -  BELTON GEBAUR AFB MICROWAVE              007 16 17.5
 JE1954:UTM  15      -  BELTON GEBAUR AFB MICROWAVE              010 40 14.9
 JE1954
 JE1954|---------------------------------------------------------------------|
 JE1954| PID    Reference Object                     Distance      Geod. Az  |
 JE1954|                                                           dddmmss.s |
 JE1954| JE1967 BELTON GEBAUR AFB MICROWAVE         APPROX. 2.6 KM 0094150.4 |
 JE1954| JE1944 GRANDVIEW MUNICIPAL TANK            APPROX. 7.8 KM 0101033.3 |
 JE1954| CN6251 GEBAUR RM 2                          27.369 METERS 01751     |
 JE1954| JE1965 BELTON GEBAUR AFB TANK              APPROX. 1.0 KM 0392907.2 |
 JE1954| CN6250 GEBAUR RM 1                          31.551 METERS 09653     |
 JE1954| JE1982 TACAN TOWER ANTENNA                 APPROX. 1.6 KM 3395219.6 |
 JE1954|---------------------------------------------------------------------|
 JE1954
 JE1954                          SUPERSEDED SURVEY CONTROL
 JE1954
 JE1954  NAD 83(1997)-  38 49 22.86452(N)    094 33 09.22351(W) AD(       ) 2
 JE1954  NAD 83(1986)-  38 49 22.87218(N)    094 33 09.22069(W) AD(       ) 2
 JE1954  NAD 27      -  38 49 22.84316(N)    094 33 08.38465(W) AD(       ) 2
 JE1954  NGVD 29 (07/19/86)  337.98   (m)         1108.9    (f) LEVELING    3  
 JE1954
 JE1954.Superseded values are not recommended for survey control.
 JE1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1954.See file dsdata.txt to determine how the superseded data were derived.
 JE1954
 JE1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC6522398282(NAD 83)
 JE1954_MARKER: DH = HORIZONTAL CONTROL DISK
 JE1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1954_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1954_STAMPING: GEBAUR 1967 1983
 JE1954_MARK LOGO: NGS   
 JE1954_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1954+STABILITY: SURFACE MOTION
 JE1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1954+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 JE1954
 JE1954  HISTORY     - Date     Condition        Report By
 JE1954  HISTORY     - 1983     MONUMENTED       NGS
 JE1954  HISTORY     - 20020328 GOOD             INDIV
 JE1954  HISTORY     - 20041129 GOOD             GEOCAC
 JE1954
 JE1954                          STATION DESCRIPTION
 JE1954
 JE1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JE1954'THE SURFACE STATION MARK WAS FOUND WITH THE DISK MISSING.  THE
 JE1954'UNDERGROUND STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION. RM
 JE1954'2 WAS FOUND IN APPARENT GOOD CONDITION, BUT NOW PROJECTS 12 INCHES AND
 JE1954'THE ARROW POINTS TOWARD THE STATION, RATHER THAN TOWARD BUILDING 1104,
 JE1954'AS STATED IN THE ORIGINAL DESCRIPTION.  THE DISTANT AND DIRECTION TO
 JE1954'RM 1 AGREED WITH 1967 DATA.  THE DISTANCE TO RM 2 WAS 0.037 METER
 JE1954'(0.121 FT) LONGER AND THE DIRECTION WAS 5 MINUTES, 40 SECONDS LARGER.
 JE1954'A CHECK ANGLE WAS OBSERVED TO DISTANT OBJECTS WITH FAVORABLE RESULTS.
 JE1954'A NEW SURFACE STATION MARK WAS SET DIRECTLY OVER THE ORIGINAL
 JE1954'UNDERGROUND MARK AND AT APPROXIMATELY THE SAME ELEVATION.  THE OLD
 JE1954'MARK WAS FLUSH WITH THE GROUND, AS IS THE NEW MARK.
 JE1954'STATION-CONTROL-WHICH SERVES AS THE AZ MK, WAS NOT VISIBLE THIS DATE
 JE1954'BECAUSE OF A LARGE MOUND OF FRESH DIRT.  THE STATION WAS NOT VISITED
 JE1954'AT THIS TIME.  THERE WAS NO SUITABLE LOCATION FOR ANOTHER AZ MK
 JE1954'BECAUSE OF TREES, BUILDINGS AND TERRAIN.  A NEW DESCRIPTION FOLLOWS.
 JE1954'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SSW OF GRANDVIEW, 1.6 KM
 JE1954'(1.00 MI) NE OF BELTON AND ON PROPERTY OF THE U NAVY SEABASE, NEAR THE
 JE1954'CENTER OF THE E 1/2 OF SEC 10, T46N, R33W. THE MAILING ADDRESS FOR THE
 JE1954'SEABASE OFFICE IS POST OFFICE BOX 29, RICHARD-GEBAUR AIRFORCE BASE, MO
 JE1954'64030.  TO REACH THE STATION FROM THE INTERSECTION OF WESTOVER AND
 JE1954'MARKEY STREETS, AT THE BELTON RGAFB WATER TANK ON RICHARD-GEBAUR
 JE1954'AIRFORCE BASE, GO W ON MARKEY STREET FOR 0.48 KM (0.30 MI) TO A PAVED
 JE1954'ROAD LEFT.  TURN LEFT AND GO S ON THE PAVED ROAD FOR 0.80 KM (0.50 MI)
 JE1954'TO WHERE THE ROAD TURNS W.  CONTINUE W ON THE PAVED ROAD FOR 0.24 KM
 JE1954'(0.15 MI) TO BUILDING 1104 ON THE LEFT AS A GATE, WHICH IS THE
 JE1954'ENTRANCE TO THE U.S NAVY SEABASE INSTALLATION.  PASS THROUGH THE GATE,
 JE1954'TURN LEFT, AND GO S ALONG A FENCE FOR 0.08 KM (0.05 MI) TO THE STATION
 JE1954'AT A T-FENCE CORNER AND BUILDING 1104 ON THE LEFT, ACROSS THE FENCE.
 JE1954' 
 JE1954'THE STATION IS A STANDARD NGS DISK STAMPED---GEBAUR 1967 1983---, SET
 JE1954'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 JE1954'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 19.35 METERS
 JE1954'(63.48 FT) SW FROM THE SW CORNER OF A CHAINLINK FENCE AROUND BLDG,
 JE1954'7.16 METERS (23.49 FT) W FROM A T-FENCE CORNER OF A CHAINLINK AND A
 JE1954'WIRE FENCE, 1.16 METERS (3.81 FT) N FROM A WIRE FENCE AND A WITNESS
 JE1954'POST.  RM NO 1, IS A STANDARD CGS DISK STAMPED---GEBAUR NO 1 1967---,
 JE1954'SET INTO THE TOP OF A ROUND CONCRETE MONNUMENT, 12 INCHES (30 CM) IN
 JE1954'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 24.54 METERS
 JE1954'(80.51 FT) E FROM A T-FENCE CORNER OF A CHAINLINK AND WIRE FENCE,
 JE1954'10.36 METERS (33.99 FT) S FROM THE CHAIN LINK FENCE AROUND BUILDING
 JE1954'1104, 0.30 METERS (0.98 FT) N FROM THE OTHER CHAINLINK FENCE, AND 1.0
 JE1954'METERS (3.3 FT) HIGHER THAN THE STATION.  RM NO 2, IS A STANDARD NGS
 JE1954'DISK STAMPED---GEBAUR NO 2 1967---, SET INTO THE TOP OF A ROUND
 JE1954'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 12 INCHES
 JE1954'(30 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 28.05 METERS (92.03
 JE1954'FT) N FROM THE T-FENCE CORNER, 11.43 METERS (37.50 FT) W FROM THE
 JE1954'FENCE AROUND BUILDING 1104, 2.50 METERS (8.20 FT) S FROM AN END GUYED
 JE1954'POWERLINE POLE, 0.40 METERS (1.31 FT) S FROM A WITNESS POST, AND 0.3
 JE1954'METERS (1.0 FT) HIGHER THAN THE STATION.
 JE1954
 JE1954                          STATION RECOVERY (2002)
 JE1954
 JE1954'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCH)
 JE1954'THE STATION WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS ALSO
 JE1954'FOUND, BUT REFERENCE MARK 1 WAS NOT FOUND ON THE SURFACE.
 JE1954' 
 JE1954'REFERENCES TO BUILDING 1104 ARE NO LONGER VALID.  THE BUILDING AND
 JE1954'SURROUNDING FENCE NO LONGER EXIST.  THE MARK IS APPROXIMATELY 20 FEET
 JE1954'WEST OF THE SOUTHEAST CORNER OF THE FENCE SURROUNDING THE NMCB 15
 JE1954'COMPOUND, AND APPROXIMATELY 2 FEET OUTSIDE THE FENCE.
 JE1954
 JE1954                          STATION RECOVERY (2004)
 JE1954
 JE1954'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 JE1954'STATION MARK AND REFERENCE NO. 2 ARE IN GOOD CONDITION.  REFERENCE NO.
 JE1954'1 SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1554 ***********************************************************************
 KE1554  DESIGNATION -  GEIGER
 KE1554  PID         -  KE1554
 KE1554  STATE/COUNTY-  MO/ANDREW
 KE1554  USGS QUAD   -  WATHENA (1961)
 KE1554
 KE1554                         *CURRENT SURVEY CONTROL
 KE1554  ___________________________________________________________________
 KE1554* NAD 83(1997)-  39 50 14.28765(N)    094 52 34.07334(W)     ADJUSTED  
 KE1554* NAVD 88     -       305.     (meters)    1001.     (feet)  VERTCON   
 KE1554  ___________________________________________________________________
 KE1554  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KE1554  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KE1554
 KE1554  HORZ ORDER  -  SECOND
 KE1554
 KE1554.The horizontal coordinates were established by classical geodetic methods
 KE1554.and adjusted by the National Geodetic Survey in February 2000..
 KE1554
 KE1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1554
 KE1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1554
 KE1554.The geoid height was determined by GEOID03.
 KE1554
 KE1554;                    North         East     Units Scale Factor Converg.
 KE1554;SPC MO W     -   407,471.819   817,806.434   MT  0.99995393   -0 14 27.4
 KE1554;UTM  15      - 4,411,383.621   339,469.345   MT  0.99991726   -1 12 07.6
 KE1554
 KE1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1554!SPC MO W     -   0.99995713  x   0.99995393  =   0.99991106
 KE1554!UTM  15      -   0.99995713  x   0.99991726  =   0.99987439
 KE1554
 KE1554:                Primary Azimuth Mark                     Grid Az
 KE1554:SPC MO W     -  ST JOSEPH COUNTRY CLUB TANK              095 23 05.6
 KE1554:UTM  15      -  ST JOSEPH COUNTRY CLUB TANK              096 20 45.8
 KE1554
 KE1554|---------------------------------------------------------------------|
 KE1554| PID    Reference Object                     Distance      Geod. Az  |
 KE1554|                                                           dddmmss.s |
 KE1554| KE1540 ST JOSEPH COUNTRY CLUB TANK         APPROX. 4.2 KM 0950838.2 |
 KE1554| KE1555 ST JOSEPH AIRPORT WATER TANK        APPROX. 7.1 KM 1964552.2 |
 KE1554|---------------------------------------------------------------------|
 KE1554
 KE1554                          SUPERSEDED SURVEY CONTROL
 KE1554
 KE1554  NAD 83(1997)-  39 50 14.28764(N)    094 52 34.07334(W) AD(       ) 2
 KE1554  NAD 83(1997)-  39 50 14.28763(N)    094 52 34.07334(W) AD(       ) 2
 KE1554  NAD 83(1986)-  39 50 14.29044(N)    094 52 34.07009(W) AD(       ) 2
 KE1554  NAD 27      -  39 50 14.31484(N)    094 52 33.18291(W) AD(       ) 2
 KE1554  NGVD 29 (07/19/86)  305.     (m)         1001.     (f) VERT ANG       
 KE1554
 KE1554.Superseded values are not recommended for survey control.
 KE1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1554.See file dsdata.txt to determine how the superseded data were derived.
 KE1554
 KE1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE3946911384(NAD 83)
 KE1554_MARKER: DD = SURVEY DISK
 KE1554_SETTING: 0 = UNSPECIFIED SETTING
 KE1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1554
 KE1554  HISTORY     - Date     Condition        Report By
 KE1554  HISTORY     - 1974     MONUMENTED       USE
 KE1554
 KE1554                          STATION DESCRIPTION
 KE1554
 KE1554'DESCRIBED BY US ENGINEERS 1974
 KE1554'ANDREW CO., MISSOURI, T-58-N, R-35-W.  ABOUT 200 FT N. AND 1500
 KE1554'FT E. OF THE SW. CORNER OF SECTION 18, ON LAND OWNED BY THE BOY
 KE1554'SCOUTS OF AMERICA.  THE STATION IS LOCATED AT THE EDGE OF BLUFF AT
 KE1554'WATER STORAGE TANK, WEST OF GRAVEL DRIVE.  NEAR AMAZONIA BEND OF
 KE1554'MISSOURI RIVER AT MILE 454.  A C OF E DISC STAMPED GEIGER-1974
 KE1554'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THE
 KE1554'BOY SCOUT COUNCIL GAVE PERMISSION TO SET THIS STATION.  YOU CAN
 KE1554'OBTAIN A KEY FROM THE BROWN HOUSE.
 KE1554'
 KE1554'TO REACH--FROM THE INTERSECTION OF HIGHWAY 59 AND ROAD K, GO
 KE1554'NW. ON ROAD K FOR 2.05 MILES TO ENTRANCE OF CAMP GEIGER.  TURN
 KE1554'LEFT ON GRAVEL ROAD FOR .5 MILE TO CAMP GATE.  PROCEED THRU GATE
 KE1554'FOR .2 MILE AND STATION LOCATED ON THE LEFT BY WATER TANK.
 KE1554'
 KE1554'REFERENCES--25.18 FT NE. TO SHINER IN 5 IN TWIN TREE.
 KE1554'
 KE1554'19.25 FT E. TO SHINER IN 8 IN TREE.
 KE1554'
 KE1554'11.29 FT S. TO CHISELED + IN CONCRETE AT WATER TOWER.
 KE1554'
 KE1554'1.93 FT E. TO STEEL POST AND SIGN.
 KE1554'
 KE1554'1.75 FT W. TO STEEL POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0908 ***********************************************************************
 HC0908  DESIGNATION -  GEILER
 HC0908  PID         -  HC0908
 HC0908  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0908  USGS QUAD   -  STE GENEVIEVE (1993)
 HC0908
 HC0908                         *CURRENT SURVEY CONTROL
 HC0908  ___________________________________________________________________
 HC0908* NAD 83(1997)-  37 55 08.31637(N)    090 03 18.72278(W)     ADJUSTED  
 HC0908* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 HC0908  ___________________________________________________________________
 HC0908  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 HC0908  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HC0908
 HC0908  HORZ ORDER  -  FIRST
 HC0908
 HC0908.The horizontal coordinates were established by classical geodetic methods
 HC0908.and adjusted by the National Geodetic Survey in February 2000..
 HC0908
 HC0908.The orthometric height was scaled from a topographic map.
 HC0908
 HC0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0908
 HC0908.The geoid height was determined by GEOID03.
 HC0908
 HC0908;                    North         East     Units Scale Factor Converg.
 HC0908;SPC MO E     -   231,532.888   289,108.245   MT  0.99995216   +0 16 24.1
 HC0908;SPC IL W     -   138,983.004   709,800.511   MT  0.99994236   +0 04 06.6
 HC0908;SPC IL W     -   455,980.07  2,328,737.18   sFT  0.99994236   +0 04 06.6
 HC0908;UTM  15      - 4,200,915.502   758,857.849   MT  1.00042538   +1 48 38.6
 HC0908;UTM  16      - 4,201,228.134   231,435.253   MT  1.00048845   -1 52 43.3
 HC0908
 HC0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0908!SPC MO E     -   0.99997171  x   0.99995216  =   0.99992387
 HC0908!SPC IL W     -   0.99997171  x   0.99994236  =   0.99991407
 HC0908!UTM  15      -   0.99997171  x   1.00042538  =   1.00039708
 HC0908!UTM  16      -   0.99997171  x   1.00048845  =   1.00046015
 HC0908
 HC0908:                Primary Azimuth Mark                     Grid Az
 HC0908:SPC MO E     -  MEMPHIS ST LOUIS AWY BCN 55              001 51 43.1
 HC0908:SPC IL W     -  MEMPHIS ST LOUIS AWY BCN 55              002 04 00.6
 HC0908:UTM  15      -  MEMPHIS ST LOUIS AWY BCN 55              000 19 28.6
 HC0908:UTM  16      -  MEMPHIS ST LOUIS AWY BCN 55              004 00 50.5
 HC0908
 HC0908|---------------------------------------------------------------------|
 HC0908| PID    Reference Object                     Distance      Geod. Az  |
 HC0908|                                                           dddmmss.s |
 HC0908| HC0909 MEMPHIS ST LOUIS AWY BCN 55         APPROX. 7.8 KM 0020807.2 |
 HC0908| HC0906 STE GENEVIEVE MUNICIPAL TOWER       APPROX. 7.1 KM 0030416.6 |
 HC0908| HC0910 STE GENEVIEVE CATHOLIC CHURCH       APPROX. 6.7 KM 0061303.8 |
 HC0908| HB1783 CHESTER                             APPROX.21.5 KM 0944809.0 |
 HC0908| HB1769 PERRYVILLE MUNICIPAL TOWER          APPROX.27.4 KM 1422748.5 |
 HC0908| HB1776 PERRYVILLE ST MARYS SEM TOWER       APPROX.25.7 KM 1460755.5 |
 HC0908| HB1787 MEMPHIS ST LOUIS AWY BEACON 54      APPROX.14.9 KM 1480955.9 |
 HC0908| CI3672 GEILER RM 1 AZIMUTH                                17938     |
 HC0908| CI3673 GEILER RM 2                          89.672 METERS 25227     |
 HC0908| CI3675 GEILER RM 4                         106.915 METERS 25724     |
 HC0908| CI3674 GEILER RM 3 RESET                    74.859 METERS 32858     |
 HC0908| HC0904 STE GENEVIEVE RAD KSGM S MAST       APPROX. 8.3 KM 3580327.5 |
 HC0908| HC0905 STE GENEVIEVE RAD KSGM N MAST       APPROX. 8.4 KM 3581236.5 |
 HC0908|---------------------------------------------------------------------|
 HC0908
 HC0908                          SUPERSEDED SURVEY CONTROL
 HC0908
 HC0908  NAD 83(1997)-  37 55 08.31713(N)    090 03 18.72312(W) AD(       ) 1
 HC0908  NAD 83(1986)-  37 55 08.32587(N)    090 03 18.71913(W) AD(       ) 1
 HC0908  NAD 27      -  37 55 08.13100(N)    090 03 18.30700(W) AD(       ) 1
 HC0908
 HC0908.Superseded values are not recommended for survey control.
 HC0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0908.See file dsdata.txt to determine how the superseded data were derived.
 HC0908
 HC0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5885800916(NAD 83)
 HC0908_MARKER: DS = TRIANGULATION STATION DISK
 HC0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0908
 HC0908  HISTORY     - Date     Condition        Report By
 HC0908  HISTORY     - 1931     MONUMENTED       CGS
 HC0908  HISTORY     - 1938     GOOD             CGS
 HC0908  HISTORY     - 1956     GOOD             CGS
 HC0908  HISTORY     - 1960     GOOD             CGS
 HC0908  HISTORY     - 1969     GOOD             CGS
 HC0908  HISTORY     - 19690501 GOOD             USGS
 HC0908  HISTORY     - 1981     SEE DESCRIPTION  LOCSUR
 HC0908
 HC0908                          STATION DESCRIPTION
 HC0908
 HC0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 HC0908'ABOUT 4 MILES, AIRLINE, SOUTH OF STE. GENEVIEVE, IN EXTREME
 HC0908'SOUTHWEST CORNER OF SECTION 9, STE. GENEVIEVE TOWNSHIP, ON SMALL
 HC0908'KNOLL ABOUT 200 METERS (656 FEET) EAST-NORTHEAST OF SHADY GROVE
 HC0908'SCHOOL, 3 METERS (10 FEET) NORTH OF WIRE FENCE AND PLOWED FIELD,
 HC0908'AND ABOUT 80 METERS (262 FEET) SOUTHEAST OF ROAD.  SURFACE AND
 HC0908'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 HC0908'REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 HC0908'IN CONCRETE.  NO. 1 IS IN SOUTHWEST CORNER OF
 HC0908'FIRST T-ROAD LEADING WEST, 0.7 MILE SOUTH OF SHADY GROVE
 HC0908'SCHOOL, 15 FEET SOUTH OF OAK TREE, 35 FEET WEST OF THE
 HC0908'CENTER LINE OF OZARO-STE. GENEVIEVE ROAD, AND
 HC0908'THREE-FOURTHS MILE FROM STATION, S 00 DEG 21 MIN E.
 HC0908'NO. 2 IS 2 FEET NORTH OF 16-INCH STUMP, 1 FOOT EAST OF
 HC0908'WIRE FENCE AT GATE, 20 FEET EAST OF CENTER LINE OF ROAD,
 HC0908'AND 89.67 METERS (294.2 FEET) FROM STATION  S 72 DEG
 HC0908'27 MIN W.  BEARING FROM STATION TO WATER TANK AT ST. MARYS
 HC0908'SEMINARY, PERRYVILLE, S 33 DEG 52 MIN E.
 HC0908
 HC0908                          STATION RECOVERY (1938)
 HC0908
 HC0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0908'STATION WAS RECOVERED IN GOOD CONDITION AND FOUND AS DESCRIBED.
 HC0908'IT IS ABOUT 4 MILES, AIR LINE, S OF STE. GENEVIEVE IN THE EXTREME
 HC0908'SW CORNER OF SEC. 9, STE. GENEVIEVE TOWNSHIP ON A SMALL KNOLL
 HC0908'ABOUT 200 METERS OR 656 FEET ENE OF SHADY GROVE SCHOOL, 10 FEET
 HC0908'N OF WIRE FENCE AND PLOWED FIELD, ABOUT 80 METERS OR 262 FEET SE
 HC0908'OF A ROAD AND IN A SMALL GARDEN PATCH ABOUT 30 BY 100 FEET.
 HC0908'ORIGINALLY THE MARK WAS 4 INCHES BELOW THE SURFACE OF THE
 HC0908'GROUND, BUT AT THE REQUEST OF MR. GEILER THE MARK WAS LOWERED 8
 HC0908'INCHES AND CONSEQUENTLY IS 12 INCHES BELOW THE SURFACE OF THE
 HC0908'GROUND NOW.
 HC0908'
 HC0908'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION AND FOUND
 HC0908'AS DESCRIBED.  IT IS 3/4 MILE S OF THE STATION, 0.7 MILE S OF
 HC0908'THE SHADY GROVE SCHOOL, 15 FEET S OF A LARGE OAK TREE, 15 FEET W
 HC0908'OF THE OZARO-STE. GENEVIEVE ROAD AND IN THE SW CORNER OF T-ROAD
 HC0908'LEADING W.  THE MARK PROJECTS 6 INCHES.
 HC0908'
 HC0908'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION AND FOUND
 HC0908'AS DESCRIBED.  IT IS E OF STATION, 1 FOOT E OF WIRE FENCE AT
 HC0908'GATE, 2 FEET N OF STUMP, 20 FEET E OF CENTER LINE OF ROAD AND
 HC0908'PROJECTS 10 INCHES.
 HC0908'
 HC0908'REFERENCE MARK NO. 3 IS A NEW MARK (1938) PROJECTING 4 INCHES AND
 HC0908'IS A STANDARD DISK SET IN CONCRETE.
 HC0908'IT IS NW OF STATION IN THE FENCE LINE AND 20 FEET E OF CENTER
 HC0908'LINE OF ROAD.
 HC0908'
 HC0908'STATION WAS REACHED FROM STE. GENEVIEVE, THE INTERSECTION OF STATE
 HC0908'HIGHWAYS 25 AND 32, BY GOING E ON STATE HIGHWAY 25 FOR 0.4
 HC0908'MILE TO CROSS ROAD, TURN S OF GRAVEL ROAD FOR 1.15 MILE TO FORKS,
 HC0908'CONTINUE STRAIGHT AHEAD ON THE RIGHT FORK FOR 2.7 MILES TO A
 HC0908'WOODEN GATE ON LEFT, TURN THROUGH THIS GATE AND DRIVE E 100
 HC0908'YARDS TO STATION IN A SMALL PLOWED FIELD.
 HC0908'
 HC0908'A 64-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 HC0908
 HC0908                          STATION RECOVERY (1956)
 HC0908
 HC0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0908'THE STATION WAS FOUND AS DESCRIBED.  THE STATION MARK AND
 HC0908'REFERENCE MARKS NUMBER ONE AND THREE WERE FOUND IN GOOD
 HC0908'CONDITION.  REFERENCE MARK NUMBER TWO WAS DESTROYED DUE TO A NEW
 HC0908'ROAD BEING CONSTRUCTED AND REFERENCE MARK NUMBER FOUR HAD TO
 HC0908'BE ESTABLISHED.  A COMPLETE NEW DESCRIPTION IS AS FOLLOWS.
 HC0908'
 HC0908'THE STATION IS LOCATED, AIRLINE, ABOUT 10-1/2 MILES SOUTHEAST OF
 HC0908'BLOOMSDALE, 8-1/2 MILES NORTH OF THE VILLAGE OF MINNITH, 4 MILES
 HC0908'SOUTH OF STE. GENEVIEVE AND IT IS ABOUT 100 FEET NORTH NORTHWEST
 HC0908'OF THE HIGHEST PART OF A SMALL KNOLL IN A CULTIVATED FIELD.
 HC0908'
 HC0908'THE STATION MARK IS A STANDARD DISK STAMPED GEILER 1931 SET IN
 HC0908'THE TOP OF A 10 INCH ROUND CONCRETE POST THAT IS 10 INCHES BELOW
 HC0908'THE GROUND.  THE MARK IS 250 FEET SOUTHEAST OF THE CENTERLINE OF
 HC0908'COUNTY ROUTE N.
 HC0908'
 HC0908'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED GEILER
 HC0908'NO 3 1938 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HC0908'PROJECTS 10 INCHES ABOVE THE GROUND.  THE MARK IS 72 FEET
 HC0908'SOUTHWEST OF A DRIVEWAY INTO A FARM, 40 FEET SOUTHEAST OF THE
 HC0908'CENTERLINE OF COUNTY ROUTE N AND IT IS ABOUT 5 FEET LOWER THAN
 HC0908'THE STATION.
 HC0908'
 HC0908'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED GEILER NO 4
 HC0908'1931 1956 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HC0908'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 55 FEET SOUTH
 HC0908'OF A POWERLINE POLE, 36 FEET WEST OF THE CENTERLINE OF COUNTY
 HC0908'ROUTE N AND IT IS ABOUT 12 FEET LOWER THAN THE STATION.
 HC0908'
 HC0908'REFERENCE MARK NUMBER ONE (AZIMUTH MARK) IS A STANDARD DISK
 HC0908'STAMPED GEILER NO 1 1931 SET IN THE TOP OF A 10 INCH SQUARE
 HC0908'CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK
 HC0908'IS 38 FEET WEST SOUTHWEST OF THE CENTERLINE OF COUNTY ROUTE N
 HC0908'AND 28 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED SIDE ROAD.
 HC0908'
 HC0908'TO REACH THE STATION FROM THE STE. GENEVIEVE COUNTY COURT HOUSE
 HC0908'IN STE. GENEVIEVE GO SOUTH ON THIRD STREET CROSSING MARKET STREET
 HC0908'FOR 0.1 MILE TO SOUTH GABOURI STREET.  TURN RIGHT ON SOUTH GABOURI
 HC0908'STREET AND GO WEST FOR 0.05 MILE TO SOUTH FOURTH STREET.  TURN
 HC0908'LEFT, SOUTH, ON SOUTH FOURTH STREET AND GO 0.5 MILE TO ROZIER
 HC0908'STREET.  TURN LEFT ON ROZIER STREET AND GO 0.2 MILE TO THE
 HC0908'JUNCTION OF U.S.  HIGHWAY 61 AND COUNTY ROUTE N. CROSS U.S.
 HC0908'HIGHWAY 61 AND FOLLOW COUNTY ROUTE N FOR 1.15 MILES TO A FORK.
 HC0908'KEEP THE RIGHT FORK SOUTHWEST FOR 2.45 MILES TO THE STATION
 HC0908'ON THE LEFT.
 HC0908'
 HC0908'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON COUNTY
 HC0908'ROUTE N FOR 0.75 MILE TO A T-ROAD RIGHT AND THE AZIMUTH MARK AS
 HC0908'DESCRIBED.
 HC0908
 HC0908                          STATION RECOVERY (1960)
 HC0908
 HC0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 HC0908'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 HC0908'GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 (USED AS AZIMUTH MARK)
 HC0908'WHICH HAD BEEN TORN OUT BY HEAVY ROAD MACHINERY.  THE DISK WAS
 HC0908'REMOVED FROM THE CONCRETE BLOCK AND THIS MARK SHOULD BE LISTED
 HC0908'AS DESTROYED.  REFERENCE MARK NO. 3 (1938) WAS LOWERED IN PLACE
 HC0908'AT THE REQUEST OF MR. HENRY P JOKERST ON WHOSE PROPERTY THIS
 HC0908'MARK IS LOCATED, NOW.  A COMPLETE DESCRIPTION FOLLOWS.
 HC0908'
 HC0908'STATION IS LOCATED ABOUT 10 AND 1/2 MILES SOUTHEAST OF BLOOMSDALE,
 HC0908'8 AND 1/2 MILES NORTH OF MINNITH, AND 4 MILES SOUTH OF STE
 HC0908'GENEVIEVE IN A CULTIVATED FIELD OWNED BY MR. EMILE GEILER WHO
 HC0908'LIVES ABOUT 200 YARDS SOUTHWEST OF THE STATION.  IT IS ABOUT 200
 HC0908'YARDS EAST-NORTHEAST OF THE SHADY GROVE SCHOOL, ABOUT 250 FEET
 HC0908'SOUTHEAST OF THE CENTER OF COUNTY ROAD N, ABOUT 100 YARDS SOUTH
 HC0908'OF THE HOUSE OF HENRY P. JOKERST, AND ABOUT 100 FEET
 HC0908'NORTH-NORTHWEST OF THE HIGHEST PART OF A SMALL KNOLL.  THE
 HC0908'STATION MARK IS A STANDARD DISK STAMPED GEILER 1931 AND SET
 HC0908'IN THE TOP OF A CONCRETE POST THAT IS 10 INCHES IN DIAMETER
 HC0908'AND 10 INCHES BELOW THE SURFACE OF THE GROUND.
 HC0908'
 HC0908'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 HC0908'STATE HIGHWAY 32 AT THE SOUTHWEST EDGE OF STE GENEVIEVE, GO EAST
 HC0908'ON U.S. HIGHWAY 61 FOR 0.4 MILE TO THE JUNCTION OF COUNTY ROAD N
 HC0908'ON THE RIGHT.  TURN RIGHT AND FOLLOW STE. GENEVIEVE COUNTY ROAD N
 HC0908'SOUTH FOR 3.9 MILES TO THE HENRY P. JOKERST RESIDENCE ON THE
 HC0908'LEFT AND REFERENCE MARK NO. 3 AS DESCRIBED.  CONTINUE SOUTH ON
 HC0908'COUNTY ROAD N FOR 0.1 MILE TO A CATTLE GUARD ENTRANCE ON THE
 HC0908'LEFT AND THE STATION ABOUT 400 FEET NORTHWEST ON MR. EMILE
 HC0908'GEILERS PROPERTY.  SEE MR. GEILER IN PERSON FOR PERMISSION
 HC0908'BEFORE GOING TO STATION.
 HC0908'
 HC0908'REFERENCE MARK NO. 3 IS 245.55 FEET NORTH-NORTHWEST OF THE
 HC0908'STATION, 152 FEET SOUTH OF POWER POLE AND THE WEST END POST IN
 HC0908'THE NORTH PROPERTY-LINE FENCE, 113 FEET SOUTHWEST OF THE
 HC0908'NORTHWEST CORNER OF MR. HENRY P. JOKERSTS HOUSE, 93 FEET
 HC0908'SOUTHWEST OF THE SOUTHWEST CORNER OF SAME HOUSE, 65 FEET NORTH
 HC0908'OF A FENCE CORNER AT THE SOUTH PROPERTY-LINE FENCE, 37 FEET EAST
 HC0908'OF THE CENTER OF COUNTY ROAD N, AND 1 FOOT EAST OF A ROCKWALL.
 HC0908'THE MARK IS 1 INCH BELOW THE SURFACE OF THE GROUND AND THE
 HC0908'DISK IS STAMPED GEILER NO 3 1938.
 HC0908'
 HC0908'REFERENCE MARK NO. 4 IS 352.58 FEET WEST-SOUTHWEST OF THE
 HC0908'STATION, 55 FEET SOUTH OF A POWER POLE, 36 FEET WEST OF THE
 HC0908'CENTER OF COUNTY ROAD N, AND 1 FOOT NORTH OF A STEEL WITNESS
 HC0908'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HC0908'GEILER NO 4 1931 1956.
 HC0908'
 HC0908'REFERENCE MARK NO. 4 IS 359.00 FEET SOUTH-SOUTHWEST OF REFERENCE
 HC0908'MARK NO. 3.
 HC0908'
 HC0908'THE ST. LOUIS TO MEMPHIS AIRWAY BEACON 53 HAS BEEN REMOVED.
 HC0908
 HC0908                          STATION RECOVERY (1969)
 HC0908
 HC0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HC0908'THE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4
 HC0908'WERE RECOVERED AS DESCRIBED IN 1960 AND ALL MARKS WERE FOUND IN GOOD
 HC0908'CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 3 WAS FOUND CORRECT
 HC0908'BUT THE DISTANCE TO REFERENCE MARK NO. 4 FAILED TO CHECK BY -1.38
 HC0908'FEET.  THE DISTANCE TO REFERENCE MARK NO. 4 IS 351.20 FEET
 HC0908'INSTEAD OF 352.58 FEET.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 HC0908'RECOVERY.
 HC0908'
 HC0908'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES SOUTH
 HC0908'OF STE GENEVIEVE.
 HC0908
 HC0908                          STATION RECOVERY (1969)
 HC0908
 HC0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JFS)
 HC0908'RECOVERED IN GOOD CONDITION.
 HC0908
 HC0908                          STATION RECOVERY (1981)
 HC0908
 HC0908'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (TH)
 HC0908'GEILER 1931.
 HC0908'
 HC0908'GEILER NO 3 1938 RECOVERED IN GOOD CONDITION.  FOUND AS DESCRIBED.
 HC0908'
 HC0908'GEILER NO 4 1931 1956 RECOVERED IN GOOD CONDITION.  FOUND AS
 HC0908'DESCRIBED.
 HC0908'
 HC0908'REPORT ON THE CONDITION OF TRIANGULATION STATION GEILER 1931.
 HC0908'
 HC0908'THE STATION WAS RECOVERED TWO (2) INCHES BELOW THE GROUND SURFACE
 HC0908'IN A CULTIVATED FIELD.  THE STATION HAS BEEN HIT AND SOME OF THE
 HC0908'CONCRETE POST BROKEN AWAY.  THE PART OF THE CONCRETE POST THAT
 HC0908'IS INTACT WITH THE BRASS PLATE STILL FIRMLY ATTACHED WAS LEANING
 HC0908'SO BADLY THAT THE TOP WAS APPROXIMATELY TWO (2) FEET OUT OF
 HC0908'POSITION.
 HC0908'
 HC0908'WE REMOVED THE STATION POST AND UNCOVERED THE UNDERGROUND STATION
 HC0908'MARK APPROXIMATELY TWENTY (20) INCHES BELOW THE GROUND SURFACE.
 HC0908'WE MEASURED FROM THE UNDERGROUND STATION TO REFERENCE MARK NO. 3
 HC0908'AND REFERENCE MARK NO. 4 WITH A BEETLE 1000 DISTANCE METER THAT
 HC0908'WAS FACTORY CALIBRATED IN JUNE OF THIS YEAR.  THE RESULTS ARE AS
 HC0908'FOLLOWS--
 HC0908'
 HC0908'STATION TO R.M. NO 3 245.31 FEET.
 HC0908'
 HC0908'STATION TO R.M. NO. 4 350.25 FEET.
 HC0908'
 HC0908'THE UNDERGROUND STATION IS IN GOOD CONDITION AND DOES NOT APPEAR
 HC0908'TO HAVE BEEN DISTURBED.
 HC0908'
 HC0908'AFTER USING THE UNDERGROUND STATION MARK FOR OUR TRAVERSE WORK WE
 HC0908'COVERED IT WITH APPROXIMATELY 6 INCHES OF DIRT, LAID THE SURFACE
 HC0908'STATION AND POST ON TOP OF IT, LEANING IT WAY OVER SO THAT NO ONE
 HC0908'WILL USE IT AS BEING GOOD AND COVERED IT ALL OVER WITH EARTH.
 HC0908'NOTE--WE LEFT SOME SCRAP IRON IN THE HOLE SO THAT IT WILL BE
 HC0908'EASILY FOUND WITH A METAL LOCATOR.
 HC0908'
 HC0908'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF STE.
 HC0908'GENEVIEVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0597 ***********************************************************************
 JE0597  DESIGNATION -  GERMAN
 JE0597  PID         -  JE0597
 JE0597  STATE/COUNTY-  MO/HENRY
 JE0597  USGS QUAD   -  JOHNSTOWN (1981)
 JE0597
 JE0597                         *CURRENT SURVEY CONTROL
 JE0597  ___________________________________________________________________
 JE0597* NAD 83(1997)-  38 15 24.32762(N)    094 01 44.42248(W)     ADJUSTED  
 JE0597* NAVD 88     -       292.419  (meters)     959.38   (feet)  ADJUSTED  
 JE0597  ___________________________________________________________________
 JE0597  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 JE0597  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE0597  DYNAMIC HT  -         292.210 (meters)     958.69  (feet)  COMP
 JE0597  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 JE0597
 JE0597  HORZ ORDER  -  SECOND
 JE0597  VERT ORDER  -  SECOND    CLASS 0
 JE0597
 JE0597.The horizontal coordinates were established by classical geodetic methods
 JE0597.and adjusted by the National Geodetic Survey in February 2000..
 JE0597
 JE0597.The orthometric height was determined by differential leveling
 JE0597.and adjusted by the National Geodetic Survey in June 1991..
 JE0597
 JE0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0597
 JE0597.The geoid height was determined by GEOID03.
 JE0597
 JE0597.The dynamic height is computed by dividing the NAVD 88
 JE0597.geopotential number by the normal gravity value computed on the
 JE0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0597.degrees latitude (g = 980.6199 gals.).
 JE0597
 JE0597.The modeled gravity was interpolated from observed gravity values.
 JE0597
 JE0597;                    North         East     Units Scale Factor Converg.
 JE0597;SPC MO W     -   232,053.010   891,221.575   MT  0.99996210   +0 17 29.9
 JE0597;UTM  15      - 4,234,804.048   409,970.759   MT  0.99969982   -0 38 13.9
 JE0597
 JE0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0597!SPC MO W     -   0.99995916  x   0.99996210  =   0.99992126
 JE0597!UTM  15      -   0.99995916  x   0.99969982  =   0.99965900
 JE0597
 JE0597|---------------------------------------------------------------------|
 JE0597| PID    Reference Object                     Distance      Geod. Az  |
 JE0597|                                                           dddmmss.s |
 JE0597| CN6254 GERMAN RM 2                          41.133 METERS 00209     |
 JE0597| JE0599 GERMAN RM 2 RESET                    48.393 METERS 02014     |
 JE0597| JD2733 MONTROSE IMM CON CHURCH SPIRE       APPROX. 4.0 KM 0843536.2 |
 JE0597| JD2734 MONTROSE MUNICIPAL TANK             APPROX. 4.2 KM 0854730.7 |
 JE0597| JE0604 GERMAN AZ MK                                       0893827.3 |
 JE0597| JE1894 APPLETON CITY MUNICIPAL TANK        APPROX. 7.6 KM 1802931.7 |
 JE0597| JE0596 GERMAN RM 3                          31.907 METERS 22632     |
 JE0597| CN6253 GERMAN RM 1                          18.876 METERS 23909     |
 JE0597|---------------------------------------------------------------------|
 JE0597
 JE0597                          SUPERSEDED SURVEY CONTROL
 JE0597
 JE0597  NAD 83(1997)-  38 15 24.32798(N)    094 01 44.42265(W) AD(       ) 2
 JE0597  NAD 83(1986)-  38 15 24.33681(N)    094 01 44.42014(W) AD(       ) 2
 JE0597  NAD 27      -  38 15 24.24820(N)    094 01 43.62790(W) AD(       ) 2
 JE0597  NGVD 29 (??/??/92)  292.316  (m)          959.04   (f) ADJ UNCH    2 0
 JE0597
 JE0597.Superseded values are not recommended for survey control.
 JE0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0597.See file dsdata.txt to determine how the superseded data were derived.
 JE0597
 JE0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC0997134804(NAD 83)
 JE0597_MARKER: DS = TRIANGULATION STATION DISK
 JE0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0597_STAMPING: GERMAN 1948
 JE0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0597+STABILITY: SURFACE MOTION
 JE0597
 JE0597  HISTORY     - Date     Condition        Report By
 JE0597  HISTORY     - 1948     MONUMENTED       CGS
 JE0597  HISTORY     - 1950     GOOD             CGS
 JE0597  HISTORY     - 1958     MARK NOT FOUND   USGS
 JE0597  HISTORY     - 1963     GOOD             CGS
 JE0597  HISTORY     - 1963     GOOD             NGS
 JE0597  HISTORY     - 20060901 GOOD             INDIV
 JE0597
 JE0597                          STATION DESCRIPTION
 JE0597
 JE0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE0597'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF APPLETON CITY,
 JE0597'2.5 MILES SOUTH OF GERMANTOWN AND 2.5 MILES WEST OF MONTROSE ON
 JE0597'THE HIGH POINT OF A PROMINENT RIDGE AND ON LAND OWNED BY MISS
 JE0597'BELL AND MISS ESTELLA JOHNSON.  IT IS ABOUT 0.05 MILE
 JE0597'NORTH-NORTHWEST OF THE JOHNSON FARM HOUSE, 31 FEET EAST OF THE
 JE0597'CENTER OF NORTH-SOUTH ROAD, 13 FEET EAST OF NORTH-SOUTH FENCE
 JE0597'LINE AND 17 FEET NORTHEAST OF NORTH END OF WOOD GATE.  IT IS
 JE0597'STAMPED GERMAN 1948 AND SET 8 INCHES BELOW THE GROUND SURFACE.
 JE0597'
 JE0597'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 15 FEET WEST OF
 JE0597'THE CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT EAST OF NORTH-SOUTH
 JE0597'FENCE LINE.  IT IS STAMPED GERMAN NO 1 1948 AND SET FLUSH WITH
 JE0597'THE GROUND SURFACE.
 JE0597'
 JE0597'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 15 FEET NORTH OF
 JE0597'T-ROAD INTERSECTION AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT
 JE0597'IS STAMPED GERMAN NO 2 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE0597'
 JE0597'THE AZIMUTH MARK IS ABOUT 0.65 MILE EAST OF THE STATION, 35 FEET
 JE0597'NORTH OF THE CENTER OF COUNTY ROUTE K, 20 FEET WEST OF THE CENTER
 JE0597'OF DRIVEWAY, 8 FEET WEST OF FENCE CORNER AND 1 FOOT SOUTH OF
 JE0597'WITNESS POST.  IT IS STAMPED GERMAN 1948 AND PROJECTS 6 INCHES.
 JE0597'
 JE0597'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JE0597'COUNTY ROUTE K IN THE SOUTH EDGE OF MONTROSE, GO WEST ON COUNTY
 JE0597'ROUTE K FOR 1.9 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE OF
 JE0597'ROAD AS DESCRIBED, CONTINUE WEST ON COUNTY ROUTE K FOR 0.1 MILE,
 JE0597'THENCE STRAIGHT AHEAD ON DIRT ROAD FOR 0.55 MILE TO TOP OF HILL
 JE0597'AND SIDE ROAD LEFT, TURN LEFT FOR ABOUT 120 FEET TO THE STATION
 JE0597'ON THE EAST SIDE IN PASTURE AS DESCRIBED.
 JE0597'
 JE0597'A 74 FOOT SIGNAL AT STATION LOWRY IS VISIBLE AT 37 FEET.
 JE0597'
 JE0597'A 100 FOOT SIGNAL AT STATION APPLETON EAST BASE IS VISIBLE AT
 JE0597'37 FEET.
 JE0597'
 JE0597'A 74 FOOT SIGNAL AT STATION CHALK IS VISIBLE AT 37 FEET.
 JE0597'
 JE0597'A 100 FOOT SIGNAL AT STATION APPLETON WEST BASE IS VISIBLE AT
 JE0597'37 FEET.
 JE0597'
 JE0597'AN 87 FOOT SIGNAL AT STATION ROCKVILLE IS VISIBLE AT 37 FEET.
 JE0597'
 JE0597'A 100 FOOT SIGNAL AT STATION HUDSON IS VISIBLE AT 37 FEET.
 JE0597'
 JE0597'A 47 FOOT SIGNAL AT STATION BATES IS VISIBLE AT 37 FEET
 JE0597'
 JE0597'A 74 FOOT SIGNAL AT STATION GROVE IS VISIBLE AT 4 FEET.
 JE0597'
 JE0597'A 74 FOOT SIGNAL AT STATION MONTROSE IS VISIBLE AT 4 FEET.
 JE0597'
 JE0597'AN 87 FOOT SIGNAL AT STATION CLINTON IS VISIBLE AT 4 FEET.
 JE0597'
 JE0597'AN 87 FOOT SIGNAL AT STATION COAL IS VISIBLE AT 37 FEET.
 JE0597'
 JE0597'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE0597
 JE0597                          STATION RECOVERY (1950)
 JE0597
 JE0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 JE0597'THE STATION WAS RECOVERED AS DESCRIBED IN BOOK 955, PAGE 13.  THE
 JE0597'STATION IS 2.5 MILES WEST OF MONTROSE, ON PROPERTY OF THE JOHNSON
 JE0597'SISTERS.  IT IS ABOUT 75 YARDS NORTH-NORTHWEST FROM THEIR HOUSE, 31
 JE0597'FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 17 FEET NORTHEAST
 JE0597'OF NORTH GATE POST OF WOOD GATE, ABOUT 123 FEET SOUTH OF THE
 JE0597'CENTER LINE OF COUNTY ROUTE SH.  IT IS STAMPED GERMAN, 1948 AND
 JE0597'IS SET 8 INCHES BELOW THE SURFACE OF THE GROUND.
 JE0597'
 JE0597'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, 15 FEET WEST OF THE
 JE0597'CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT EAST OF FENCE LINE.  IT
 JE0597'IS FLUSH WITH GROUND AND STAMPED GERMAN NO. 1, 1948.
 JE0597'
 JE0597'REFERENCE MARK NO. 2 WAS MOVED IN 1950.  IT IS NORTH BY EAST FROM
 JE0597'THE STATION ON THE NORTH SIDE OF COUNTY ROUTE SH, 1 FOOT SOUTH OF
 JE0597'THE RIGHT OF WAY FENCE, 3 FEET EAST OF A TELEPHONE POLE AND NEAR
 JE0597'THE EAST EDGE OF A BORROW PIT.  IT IS STAMPED GERMAN NO. 2, 1948,
 JE0597'RESET 1950.  IT PROJECTS 3 INCHES.
 JE0597'
 JE0597'THE AZIMUTH MARK IS 0.65 MILES EAST OF STATION, 0.1 MILE EAST OF
 JE0597'JUNCTION OF ROUTES K AND SH, 35 FEET NORTH OF CENTER LINE OF ROUTE
 JE0597'K, 20 FEET WEST OF CENTER OF DRIVEWAY, 8 FEET WEST OF FENCE CORNER
 JE0597'AND IS NEAR A WITNESS POST.  IT PROJECTS ABOUT 4 INCHES AND IS
 JE0597'STAMPED GERMAN, 1948.
 JE0597
 JE0597                          STATION RECOVERY (1958)
 JE0597
 JE0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JE0597'STATION NOT FOUND.  THE ROAD DESCRIBED HAS BEEN REBUILT AND THE
 JE0597'FENCE MOVED.  THE LAND OWNER SAYS THE MARK IS UNDISTURBED HOWEVER
 JE0597'THE FIELD IS UNDER CULTIVATION AND THE MARK IS DEEP ENOUGH THAT
 JE0597'IT HAS NEVER HAS BEEN HIT BY A PLOW.
 JE0597'
 JE0597'AZIMUTH MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 JE0597'
 JE0597'REFERENCE MARK 1 WAS NOT FOUND.  ITS LOCATION WOULD BE IN A DITCH.
 JE0597'
 JE0597'REFERENCE MARK 2 WAS FOUND AS DESCRIBED AND IT STAMPED RESET 1950.
 JE0597
 JE0597                          STATION RECOVERY (1963)
 JE0597
 JE0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE0597'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 2 WERE
 JE0597'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1
 JE0597'WAS NOT RECOVERED.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 JE0597'DATE.
 JE0597'
 JE0597'THE 1948 TO REACH IS ADEQUATE WITH THE EXCEPTION OF COUNTY ROUTE K
 JE0597'WHICH IS NOW A PAVED ROAD.
 JE0597'
 JE0597'A NEW DESCRIPTION FOLLOWS.
 JE0597'
 JE0597'THE STATION MARK IS A STANDARD DISK STAMPED GERMAN 1948, SET IN
 JE0597'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS 12 INCHES
 JE0597'BELOW THE SURFACE.  IT IS 100 FEET SOUTH-SOUTHEAST OF THE CENTER
 JE0597'OF T INTERSECTION, 62 FEET SOUTH OF FENCE CORNER, 31 FEET EAST OF
 JE0597'THE CENTER OF PAVED ROAD AND 4 FEET WEST OF FENCE.
 JE0597'
 JE0597'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GERMAN NO 2 1948 RESET
 JE0597'1950, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 JE0597'IS FLUSH WITH THE GROUND.  IT IS 98 FEET NORTHEAST OF THE CENTER
 JE0597'OF T INTERSECTION, 66 FEET EAST OF THE CENTER OF GATE, 34 FEET
 JE0597'NORTH OF THE CENTER OF COUNTY ROUTE K AND 2 FEET SOUTH OF FENCE.
 JE0597'
 JE0597'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GERMAN NO 3 1948 1962,
 JE0597'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JE0597'3 INCHES.  IT IS 69 FEET WEST-SOUTHWEST OF FENCE CORNER, 35 FEET
 JE0597'WEST OF THE CENTER OF PAVED ROAD AND 1.5 FEET EAST OF FENCE.
 JE0597'
 JE0597'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GERMAN 1948, SET IN
 JE0597'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 JE0597'INCHES.  IT IS 35 FEET NORTH OF THE CENTER OF COUNTY K, 20 FEET
 JE0597'WEST OF THE CENTER OF DRIVEWAY, 6.5 FEET WEST OF FENCE CORNER POST
 JE0597'AND 1 FOOT EAST OF THE WITNESS POST.
 JE0597
 JE0597                          STATION RECOVERY (1963)
 JE0597
 JE0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0597'2.8 MI W FROM MONTROSE.
 JE0597'ABOUT 0.35 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JE0597'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.8 MILES WEST
 JE0597'ALONG STATE ROAD K, THENCE 0.65 MILE WEST ALONG STATE ROAD H
 JE0597'TO THE CREST OF A HILL, AT THE JUNCTION OF STATE ROAD H AND
 JE0597'COUNTY ROAD KK, 119 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF
 JE0597'THE JUNCTION, 30 1/2 FEET EAST OF THE CENTER LINE OF COUNTY
 JE0597'ROAD KK, 117 FEET SOUTH OF THE CENTER LINE OF STATE ROAD H,
 JE0597'4.2 FEET WEST OF A FENCE LINE, 157.8 FEET SOUTH OF GERMAN R.M. 2,
 JE0597'104.4 FEET NORTHEAST OF AND ACROSS COUNTY ROAD KK FROM GERMAN
 JE0597'R.M. 3, 11.0 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, AND
 JE0597'SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 12 INCHES BELOW
 JE0597'THE SURFACE.
 JE0597
 JE0597                          STATION RECOVERY (2006)
 JE0597
 JE0597'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0597'STATION MARK FOUND IN GOOD CONDITION.  THE WITNESS POST HAS BEEN
 JE0597'REMOVED.  THE TOP OF THE CONCRETE POST IS NOW ABOUT 10 INCHES BELOW
 JE0597'THE SURFACE OF THE GROUND.
 JE0597' 
 JE0597'REFERENCE MARK 2 (JE0599) WAS FOUND IN GOOD CONDITION AS DESCRIBED
 JE0597'PREVIOUSLY.
 JE0597' 
 JE0597'REFERENCE MARK 3 (JE0596) WAS FOUND IN GOOD CONDITION.  THE FENCE ON
 JE0597'THE WEST SIDE OF THE ROAD HAS BEEN REMOVED.
 JE0597' 
 JE0597'AZIMUTH MARKER (JE0604) WAS FOUND IN GOOD CONDITION. THE CORNER FENCE
 JE0597'POST AND FENCE HAVE BEEN REMOVED. TWO TREE LINES HAVE GROWN UP BETWEEN
 JE0597'THE STATION MARKER AND THE AZIMUTH MARKER MAKING IT IMPOSSIBLE TO SEE
 JE0597'ONE FROM THE OTHER.
 JE0597' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0604 ***********************************************************************
 JE0604  DESIGNATION -  GERMAN AZ MK
 JE0604  PID         -  JE0604
 JE0604  STATE/COUNTY-  MO/HENRY
 JE0604  USGS QUAD   -  JOHNSTOWN (1981)
 JE0604
 JE0604                         *CURRENT SURVEY CONTROL
 JE0604  ___________________________________________________________________
 JE0604* NAD 83(1986)-  38 15 22.     (N)    094 00 53.     (W)     SCALED    
 JE0604* NAVD 88     -       262.567  (meters)     861.44   (feet)  ADJUSTED  
 JE0604  ___________________________________________________________________
 JE0604  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE0604  DYNAMIC HT  -         262.379 (meters)     860.82  (feet)  COMP
 JE0604  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 JE0604
 JE0604  VERT ORDER  -  SECOND    CLASS 0
 JE0604
 JE0604.The horizontal coordinates were scaled from a topographic map and have
 JE0604.an estimated accuracy of +/- 6 seconds.
 JE0604
 JE0604.The orthometric height was determined by differential leveling
 JE0604.and adjusted by the National Geodetic Survey in June 1991..
 JE0604
 JE0604.The geoid height was determined by GEOID03.
 JE0604
 JE0604.The dynamic height is computed by dividing the NAVD 88
 JE0604.geopotential number by the normal gravity value computed on the
 JE0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0604.degrees latitude (g = 980.6199 gals.).
 JE0604
 JE0604.The modeled gravity was interpolated from observed gravity values.
 JE0604
 JE0604;                    North         East    Units  Estimated Accuracy
 JE0604;SPC MO W     -   231,990.      892,470.      MT  (+/- 180 meters Scaled)
 JE0604
 JE0604                          SUPERSEDED SURVEY CONTROL
 JE0604
 JE0604  NGVD 29 (??/??/92)  262.465  (m)          861.10   (f) ADJ UNCH    2 0
 JE0604
 JE0604.Superseded values are not recommended for survey control.
 JE0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0604.See file dsdata.txt to determine how the superseded data were derived.
 JE0604
 JE0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC112347(NAD 83)
 JE0604_MARKER: DZ = AZIMUTH MARK DISK
 JE0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0604_STAMPING: GERMAN 1948
 JE0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0604+STABILITY: SURFACE MOTION
 JE0604
 JE0604  HISTORY     - Date     Condition        Report By
 JE0604  HISTORY     - 1948     MONUMENTED       CGS
 JE0604  HISTORY     - 1963     GOOD             NGS
 JE0604  HISTORY     - 20060901 GOOD             INDIV
 JE0604
 JE0604                          STATION DESCRIPTION
 JE0604
 JE0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0604'2 MI W FROM MONTROSE.
 JE0604'ABOUT 0.35 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JE0604'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.7 MILES WEST
 JE0604'ALONG STATE ROAD K, IN SECTION 15, T 40 N, R 28 W, 0.1 MILE
 JE0604'EAST OF THE JUNCTION OF STATE ROAD K WITH STATE ROAD H, 47 1/2
 JE0604'FEET SOUTHWEST OF AND ACROSS A PRIVATE DRIVEWAY FROM A 12-INCH
 JE0604'ELM TREE, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD, 36 FEET
 JE0604'EAST OF A TELEPHONE POLE, 27 FEET WEST OF THE CENTER LINE OF THE
 JE0604'PRIVATE DRIVEWAY, 6 FEET WEST OF A CORNER FENCE POST, 1 FOOT
 JE0604'SOUTH OF A FENCE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 JE0604'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 JE0604'OF A CONCRETE POST PROJECTING 6 INCHES.
 JE0604
 JE0604                          STATION RECOVERY (2006)
 JE0604
 JE0604'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0604'THE CORNER FENCE POST AND FENCE HAVE BEEN REMOVED. TWO TREE LINES HAVE
 JE0604'GROWN UP BETWEEN THE AZIMUTH MARKER AND THE STATION MARKER MAKING IT
 JE0604'IMPOSSIBLE TO SEE ONE FROM THE OTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0599 ***********************************************************************
 JE0599  DESIGNATION -  GERMAN RM 2 RESET
 JE0599  PID         -  JE0599
 JE0599  STATE/COUNTY-  MO/HENRY
 JE0599  USGS QUAD   -  JOHNSTOWN (1981)
 JE0599
 JE0599                         *CURRENT SURVEY CONTROL
 JE0599  ___________________________________________________________________
 JE0599* NAD 83(1986)-  38 15 22.     (N)    094 01 40.     (W)     SCALED    
 JE0599* NAVD 88     -       292.583  (meters)     959.92   (feet)  ADJUSTED  
 JE0599  ___________________________________________________________________
 JE0599  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE0599  DYNAMIC HT  -         292.374 (meters)     959.23  (feet)  COMP
 JE0599  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 JE0599
 JE0599  VERT ORDER  -  SECOND    CLASS 0
 JE0599
 JE0599.The horizontal coordinates were scaled from a topographic map and have
 JE0599.an estimated accuracy of +/- 6 seconds.
 JE0599
 JE0599.The orthometric height was determined by differential leveling
 JE0599.and adjusted by the National Geodetic Survey in June 1991..
 JE0599
 JE0599.The geoid height was determined by GEOID03.
 JE0599
 JE0599.The dynamic height is computed by dividing the NAVD 88
 JE0599.geopotential number by the normal gravity value computed on the
 JE0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0599.degrees latitude (g = 980.6199 gals.).
 JE0599
 JE0599.The modeled gravity was interpolated from observed gravity values.
 JE0599
 JE0599;                    North         East    Units  Estimated Accuracy
 JE0599;SPC MO W     -   231,980.      891,330.      MT  (+/- 180 meters Scaled)
 JE0599
 JE0599                          SUPERSEDED SURVEY CONTROL
 JE0599
 JE0599  NGVD 29 (??/??/92)  292.481  (m)          959.58   (f) ADJ UNCH    2 0
 JE0599
 JE0599.Superseded values are not recommended for survey control.
 JE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0599.See file dsdata.txt to determine how the superseded data were derived.
 JE0599
 JE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC100347(NAD 83)
 JE0599_MARKER: DR = REFERENCE MARK DISK
 JE0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0599_STAMPING: GERMAN NO 2 1948 RESET 1950
 JE0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0599+STABILITY: SURFACE MOTION
 JE0599
 JE0599  HISTORY     - Date     Condition        Report By
 JE0599  HISTORY     - 1950     MONUMENTED       CGS
 JE0599  HISTORY     - 1963     GOOD             NGS
 JE0599  HISTORY     - 20060901 GOOD             INDIV
 JE0599
 JE0599                          STATION DESCRIPTION
 JE0599
 JE0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0599'2.8 MI W FROM MONTROSE.
 JE0599'ABOUT 0.35 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JE0599'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.8 MILES WEST
 JE0599'ALONG STATE ROAD K, THENCE 0.65 MILE WEST ALONG STATE ROAD
 JE0599'H TO THE CREST OF A HILL, AT THE JUNCTION OF STATE ROAD H AND
 JE0599'COUNTY ROAD KK, 78 FEET NORTHEAST OF THE CENTER LINE OF THE
 JE0599'JUNCTION, 67 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 34 1/2
 JE0599'FEET NORTH OF THE CENTER LINE OF STATE ROAD H, 2 FEET SOUTH OF
 JE0599'A FENCE, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 JE0599'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JE0599
 JE0599                          STATION RECOVERY (2006)
 JE0599
 JE0599'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0596 ***********************************************************************
 JE0596  DESIGNATION -  GERMAN RM 3
 JE0596  PID         -  JE0596
 JE0596  STATE/COUNTY-  MO/HENRY
 JE0596  USGS QUAD   -  JOHNSTOWN (1981)
 JE0596
 JE0596                         *CURRENT SURVEY CONTROL
 JE0596  ___________________________________________________________________
 JE0596* NAD 83(1986)-  38 15 22.     (N)    094 01 40.     (W)     SCALED    
 JE0596* NAVD 88     -       291.987  (meters)     957.96   (feet)  ADJUSTED  
 JE0596  ___________________________________________________________________
 JE0596  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE0596  DYNAMIC HT  -         291.779 (meters)     957.28  (feet)  COMP
 JE0596  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 JE0596
 JE0596  VERT ORDER  -  SECOND    CLASS 0
 JE0596
 JE0596.The horizontal coordinates were scaled from a topographic map and have
 JE0596.an estimated accuracy of +/- 6 seconds.
 JE0596
 JE0596.The orthometric height was determined by differential leveling
 JE0596.and adjusted by the National Geodetic Survey in June 1991..
 JE0596
 JE0596.The geoid height was determined by GEOID03.
 JE0596
 JE0596.The dynamic height is computed by dividing the NAVD 88
 JE0596.geopotential number by the normal gravity value computed on the
 JE0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0596.degrees latitude (g = 980.6199 gals.).
 JE0596
 JE0596.The modeled gravity was interpolated from observed gravity values.
 JE0596
 JE0596;                    North         East    Units  Estimated Accuracy
 JE0596;SPC MO W     -   231,980.      891,330.      MT  (+/- 180 meters Scaled)
 JE0596
 JE0596                          SUPERSEDED SURVEY CONTROL
 JE0596
 JE0596  NGVD 29 (??/??/92)  291.885  (m)          957.63   (f) ADJ UNCH    2 0
 JE0596
 JE0596.Superseded values are not recommended for survey control.
 JE0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0596.See file dsdata.txt to determine how the superseded data were derived.
 JE0596
 JE0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC100347(NAD 83)
 JE0596_MARKER: DR = REFERENCE MARK DISK
 JE0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0596_STAMPING: GERMAN NO 3 1948 1962
 JE0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0596+STABILITY: SURFACE MOTION
 JE0596
 JE0596  HISTORY     - Date     Condition        Report By
 JE0596  HISTORY     - 1962     MONUMENTED       CGS
 JE0596  HISTORY     - 1963     GOOD             NGS
 JE0596  HISTORY     - 20060901 GOOD             INDIV
 JE0596
 JE0596                          STATION DESCRIPTION
 JE0596
 JE0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0596'2.8 MI W FROM MONTROSE.
 JE0596'ABOUT 0.35 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JE0596'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.8 MILES WEST
 JE0596'ALONG STATE ROAD K, THENCE 0.65 MILE WEST ALONG STATE ROAD H
 JE0596'TO THE CREST OF A HILL, AT THE JUNCTION OF STATE ROAD H AND COUNTY
 JE0596'ROAD KK, 104.4 FEET SOUTHWEST AND ACROSS COUNTY ROAD KK FROM
 JE0596'GERMAN 1948, 156 FEET NORTH OF A POWER POLE, 35 FEET WEST OF
 JE0596'THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF A FENCE, AND SET
 JE0596'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JE0596
 JE0596                          STATION RECOVERY (2006)
 JE0596
 JE0596'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0596'THE FENCE HAS BEEN REMOVED FROM THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1495 ***********************************************************************
 JC1495  DESIGNATION -  GEYER
 JC1495  PID         -  JC1495
 JC1495  STATE/COUNTY-  MO/GASCONADE
 JC1495  USGS QUAD   -  GOERLISCH RIDGE (1980)
 JC1495
 JC1495                         *CURRENT SURVEY CONTROL
 JC1495  ___________________________________________________________________
 JC1495* NAD 83(1997)-  38 26 57.18305(N)    091 35 49.47788(W)     ADJUSTED  
 JC1495* NAVD 88     -       296.0    (meters)     971.     (feet)  GPS OBS   
 JC1495  ___________________________________________________________________
 JC1495  X           -    -139,402.943 (meters)                     COMP
 JC1495  Y           -  -4,999,840.732 (meters)                     COMP
 JC1495  Z           -   3,944,780.651 (meters)                     COMP
 JC1495  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 JC1495  ELLIP HEIGHT-         264.51  (meters)          (02/17/00) GPS OBS
 JC1495  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JC1495
 JC1495  HORZ ORDER  -  FIRST
 JC1495  ELLP ORDER  -  FOURTH    CLASS I
 JC1495
 JC1495.The horizontal coordinates were established by GPS observations
 JC1495.and adjusted by the National Geodetic Survey in February 2000..
 JC1495
 JC1495.The orthometric height was determined by GPS observations and a
 JC1495.high-resolution geoid model.
 JC1495
 JC1495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1495
 JC1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1495
 JC1495.The ellipsoidal height was determined by GPS observations
 JC1495.and is referenced to NAD 83.
 JC1495
 JC1495.The geoid height was determined by GEOID03.
 JC1495
 JC1495;                    North         East     Units Scale Factor Converg.
 JC1495;SPC MO E     -   290,862.513   154,236.810   MT  1.00004623   -0 40 56.1
 JC1495;SPC MO C     -   290,678.561   578,815.218   MT  1.00000981   +0 33 41.3
 JC1495;UTM  15      - 4,256,590.619   622,420.531   MT  0.99978456   +0 52 20.9
 JC1495
 JC1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1495!SPC MO E     -   0.99995850  x   1.00004623  =   1.00000473
 JC1495!SPC MO C     -   0.99995850  x   1.00000981  =   0.99996831
 JC1495!UTM  15      -   0.99995850  x   0.99978456  =   0.99974307
 JC1495
 JC1495|---------------------------------------------------------------------|
 JC1495| PID    Reference Object                     Distance      Geod. Az  |
 JC1495|                                                           dddmmss.s |
 JC1495| CN6256 GEYER RM 1                            1.475 METERS 00017     |
 JC1495| CN6258 GEYER RM 3                           23.122 METERS 11312     |
 JC1495| CN6255 GEYER AZ MK                                        1283229.3 |
 JC1495| JC1491 OWENSVILLE BROWN SHOE CO TANK       APPROX.13.8 KM 1402036.4 |
 JC1495| JC1497 OWENSVILLE MUNICIPAL TANK           APPROX.14.5 KM 1450257.9 |
 JC1495| JC1499 OWENSVILLE GEN CHEMICAL CO TK       APPROX.14.0 KM 1493119.1 |
 JC1495| CN6257 GEYER RM 2                            1.572 METERS 18134     |
 JC1495| JC1501 BLAND MUNICIPAL TANK                APPROX.16.5 KM 1913803.4 |
 JC1495| CN6259 GEYER RM 4                           22.249 METERS 35957     |
 JC1495|---------------------------------------------------------------------|
 JC1495
 JC1495                          SUPERSEDED SURVEY CONTROL
 JC1495
 JC1495  NAD 83(1986)-  38 26 57.19866(N)    091 35 49.48127(W) AD(       ) 1
 JC1495  NAD 83(1986)-  38 26 57.19866(N)    091 35 49.48127(W) AD(       ) 1
 JC1495  NAD 27      -  38 26 57.03090(N)    091 35 48.88980(W) AD(       ) 1
 JC1495  NGVD 29 (07/19/86)  295.6    (m)          970.     (f) VERT ANG       
 JC1495
 JC1495.Superseded values are not recommended for survey control.
 JC1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1495.See file dsdata.txt to determine how the superseded data were derived.
 JC1495
 JC1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC2242156591(NAD 83)
 JC1495_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1495_STAMPING: GEYER 1878
 JC1495_MARK LOGO: CGS   
 JC1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1495+STABILITY: SURFACE MOTION
 JC1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1495+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1495
 JC1495  HISTORY     - Date     Condition        Report By
 JC1495  HISTORY     - 1878     MONUMENTED       CGS
 JC1495  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JC1495  HISTORY     - 1937     GOOD             CGS
 JC1495  HISTORY     - 1947     GOOD             CGS
 JC1495  HISTORY     - 1975     GOOD             MOHC
 JC1495  HISTORY     - 19950119 GOOD             MODNR
 JC1495
 JC1495                          STATION DESCRIPTION
 JC1495
 JC1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (HWB)
 JC1495'IN NE 1/4 SEC. 28, T. 43 N., R. 6 W., ABOUT 3 MILES AIRLINE
 JC1495'SOUTHEAST OF MOUNT STERLING POST OFFICE, 3-1/4 MILES SOUTH OF
 JC1495'CAPITAL HIGHWAY, ON HIGHEST POINT OF GEYERS RIDGE, 35 FEET SOUTH
 JC1495'OF NORTH EDGE OF TIMBER AND SOUTH EDGE OF OLD CLEARED FIELD, AND
 JC1495'63 FEET EAST OF OLD WAGON ROAD.  LAND ON TOP OF RIDGE TO
 JC1495'NORTHWARD, DISTANCE OF ONE-HALF MILE, WAS AT ONE TIME IN
 JC1495'CULTIVATION, BUT IN 1922 WAS PARTLY COVERED WITH SMALL BUSHES
 JC1495'AND BRIERS.  STATION IS BEST REACHED FROM MOUNT STERLING BY
 JC1495'FOLLOWING U.S. ROUTE 50 EAST 2.8 MILES TO A PRIVATE ROAD
 JC1495'LEADING SOUTH THROUGH A STEEP DIP ACROSS A SMALL CREEK.
 JC1495'FOLLOW THIS ROAD SOUTH PAST EDWARD KURRELMEYERS HOUSE, 0.8
 JC1495'MILE AND KEEP RIGHT FORK 0.15 MILE TO FORK AT TOP OF SHORT
 JC1495'STEEP HILL, KEEP RIGHT FORK THROUGH BOARD GATE 0.1 MILE TO
 JC1495'BARN, THENCE SHARPLY BACK TO RIGHT UP STEEP GRADE 0.25
 JC1495'MILE TO FIELD, TURN SOUTH AND FOLLOW ALONG EDGE OF FIELD AND
 JC1495'UP CLEARED RIDGE 1.4 MILES TO STATION.  STATION IS ABOUT 25
 JC1495'YARDS SOUTHWEST OF LARGE TRIANGLE BLAZE ON 2-FOOT OAK STANDING
 JC1495'AT SOUTH EDGE OF OLD CLEARED FIELD.  ORIGINAL SURFACE
 JC1495'MARK WAS STONE POST WITNESSED BY TWO OTHERS, AND UNDERGROUND
 JC1495'MARK WAS BOTTLE OF ASHES.
 JC1495
 JC1495                          STATION RECOVERY (1922)
 JC1495
 JC1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JC1495'IN 1922 UNDERGROUND MARK
 JC1495'AND TWO WITNESS STONES WERE RECOVERED.  SURFACE MARK WAS
 JC1495'GONE.  STATION WAS RE-MARKED.  UNDERGROUND MARK IS
 JC1495'STANDARD DISK STATION MARK IN CONCRETE, 30
 JC1495'INCHES BELOW SURFACE.  SURFACE MARK IS STANDARD DISK STATION
 JC1495'MARK IN TOP OF IRREGULAR SHAPED STONE 10 INCHES SQUARE BY
 JC1495'24 INCHES LONG.  STANDARD DISK REFERENCE MARKS WERE SET IN
 JC1495'TOPS OF WITNESS STONES.  NAME OF STATION AND DATE
 JC1495'ESTABLISHED WERE STAMPED ON EACH MARK.
 JC1495
 JC1495                          STATION RECOVERY (1937)
 JC1495
 JC1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JC1495'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JC1495'
 JC1495'STATION IS ABOUT 3 MILES (AIR LINE) OR 5.4 MILES BY ROAD AND
 JC1495'TRAIL, SE OF MT. STERLING, 2.5 MILES S OF U.S. HIGHWAY 50, ON
 JC1495'THE HIGHEST POINT OF GEYERS RIDGE, AT THE S EDGE OF THE OLD
 JC1495'FIELD AND AT THE N EDGE OF THE TIMBER AND 63 FEET W OF AN OLD
 JC1495'ABANDONED WAGON ROAD.  THE LAND ON THE TOP OF THE RIDGE TO A
 JC1495'DISTANCE OF 1/2 MILE WAS AT ONE TIME UNDER CULTIVATION AND IS
 JC1495'NOW COVERED WITH SMALL TREES, BUSHES AND BRIARS.
 JC1495'
 JC1495'SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF AN
 JC1495'IRREGULAR-SHAPED STONE ABOUT 10 INCHES SQUARE AND 24 INCHES
 JC1495'LONG AND PROJECTS 4 INCHES ABOVE THE GROUND.
 JC1495'
 JC1495'UNDERGROUND MARK IS A STANDARD STATION DISK SET IN CONCRETE
 JC1495'30 INCHES BELOW THE SURFACE.
 JC1495'
 JC1495'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN THE
 JC1495'TOP OF A STONE POST 6 INCHES SQUARE AND 26 INCHES LONG AND
 JC1495'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 5 FEET FROM THE
 JC1495'STATION.
 JC1495'
 JC1495'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK SET IN THE
 JC1495'TOP OF A STONE POST 6 INCHES SQUARE AND 26 INCHES LONG AND
 JC1495'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 5 FEET FROM THE
 JC1495'STATION.
 JC1495'
 JC1495'TO REACH THE STATION FROM MT. STERLING, GO E ON U.S. HIGHWAY 50
 JC1495'FOR 2.8 MILES TO A SMALL PRIVATE ROAD LEADING S ACROSS THE SMALL
 JC1495'CREEK AND A BOARD GATE ON THE S BANK.  FOLLOW THE ROAD SOUTHWARD
 JC1495'0.8 MILE TO A FORK, KEEP THE RIGHT FORK AND GO 0.15 MILE TO A
 JC1495'FORK AND A STEEP HILL AT THE BOARD GATE.  THERE KEEP THE RIGHT
 JC1495'FORK THROUGH THE GATE AND GO 0.1 MILE TO AN OLD LOG BARN, THEN
 JC1495'TURN SHARP TO THE RIGHT AND GO UP THE HILL 0.25 MILE TO THE TOP
 JC1495'OF THE HILL AND THEN GO S ALONG THE RIDGE 1.3 MILES TO THE
 JC1495'STATION.
 JC1495
 JC1495                          STATION RECOVERY (1947)
 JC1495
 JC1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1495'THE STATION WAS RECOVERED AS DESCRIBED BY J.S.B. IN 1937 AND
 JC1495'ALL MARKS WERE FOUND IN GOOD CONDITION.  A COMPLETE NEW
 JC1495'DESCRIPTION FOLLOWS.
 JC1495'
 JC1495'THE STATION IS LOCATED ON THE HIGHEST POINT OF FRY RIDGE, AT
 JC1495'THE HEADWATERS OF WEIGAND CREEK, ABOUT 2 MILES SOUTHEAST OF MT.
 JC1495'STERLING, AND ABOUT 1-1/2 MILES WEST OF THE GOERLISH RIDGE ROAD.
 JC1495'IT IS 42 FEET SOUTHWEST OF A TRIANGLE BLAZED TWIN OAK TREE.
 JC1495'THE DISK IS STAMPED GEYER 1878 AND PROJECTS 10 INCHES.
 JC1495'
 JC1495'REFERENCE MARK NO. 1 IS 4.84 FEET NORTHWEST OF THE STATION.  THE
 JC1495'DISK IS STAMPED GEYER NO 1 1878 AND PROJECTS 6 INCHES.
 JC1495'
 JC1495'REFERENCE MARK NO. 2 IS 5.16 FEET SOUTHEAST OF THE STATION.
 JC1495'THE DISK IS STAMPED GEYER NO 2 1878 AND PROJECTS 6 INCHES.
 JC1495'
 JC1495'REFERENCE MARK NO. 3 IS 75.86 FEET SOUTHEAST OF THE STATION AND
 JC1495'14 FEET WEST OF A 14 INCH OAK TREE.  THE DISK IS STAMPED GEYER
 JC1495'NO 3 1947 AND PROJECTS 4 INCHES.
 JC1495'
 JC1495'REFERENCE MARK NO. 4 IS 73.00 FEET NORTH OF THE STATION AND 47
 JC1495'FEET WEST OF THE TRIANGLE BLAZED TWIN OAK TREE.  THE DISK IS
 JC1495'STAMPED GEYER NO 4 1947 AND PROJECTS 4 INCHES.
 JC1495'
 JC1495'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE SOUTHEAST OF THE
 JC1495'STATION, 10 FEET NORTH OF THE NORTH SIDE OF AN OLD HOUSE, 7
 JC1495'FEET WEST OF A 12 INCH OAK TREE, AND 3.5 FEET WEST OF A WITNESS
 JC1495'POST.  THE DISK IS STAMPED GEYER 1947 AND PROJECTS 8 INCHES.
 JC1495'
 JC1495'TO REACH THE STATION FROM MT. STERLING, GO EAST ON U.S. HIGHWAY
 JC1495'50 FOR 4.7 MILES TO THE JUNCTION OF COUNTY ROUTE K.  CONTINUE
 JC1495'ON HIGHWAY 50 FOR 0.5 MILE, TURN RIGHT ON A GRAVELED ROAD AND
 JC1495'GO 3.3 MILES TO A SCHOOL HOUSE ON THE RIGHT.  CONTINUE FOR 1.0
 JC1495'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW A GRADED
 JC1495'DIRT ROAD FOR 1.2 MILES TO A TRACK ROAD LEFT, JUST BEFORE
 JC1495'REACHING AN OLD HOUSE.  (THE AZIMUTH MARK IS ON THE NORTH SIDE
 JC1495'OF THE HOUSE) HERE TURN LEFT ON THE TRACK ROAD, TO THE LEFT
 JC1495'OF THE HOUSE AND THEN BACK ON TOP OF THE RIDGE, AND FOLLOW
 JC1495'ALONG THE EDGE OF THE FIELD, THENCE UP A SMALL HILL TO THE
 JC1495'TOP OF THE RIDGE, FOR A TOTAL DISTANCE OF 0.6 MILE.  HERE TURN
 JC1495'LEFT ALONG THE RIDGE AND FOLLOW THE TRACK ROAD FOR 0.4 MILE
 JC1495'TO THE TOP OF THE HILL AND THE STATION ON THE LEFT AS
 JC1495'DESCRIBED.
 JC1495'
 JC1495'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 JC1495
 JC1495                          STATION RECOVERY (1975)
 JC1495
 JC1495'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1975 (ADC)
 JC1495'STATION MARK GEYER 1878, 1947 RECOVERED GOOD.
 JC1495'
 JC1495'AZIMUTH MARK NOT SEARCHED FOR.
 JC1495'
 JC1495'REFERENCE MARKS RECOVERED GOOD.
 JC1495
 JC1495                          STATION RECOVERY (1995)
 JC1495
 JC1495'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1495'THE STATION IS A CGS TRIANGULATION DISK STAMPED GEYER, 1878 IN A 12
 JC1495'INCH ROUND CONCRETE MONUMENT PROJECTING 10 INCHES, REFERENCE MARK 1 IS
 JC1495'A CGS RM DISK STAMPED GEYER, NO.I, 1878 IN A 12 INCH ROUND CONCRETE
 JC1495'MONUMENT PROJECTING 7 INCHES, REFERENCE MARK 2 IS A CGS RM DISK
 JC1495'STAMPED GEYER, NO.  II, 1878 IN A 12 INCH ROUND CONCRETE MONUMENT
 JC1495'PROJECTING 5 INCHES, REFERENCE MARK 3 IS A CGS RM DISK STAMPED GEYER,
 JC1495'NO.  3, 1947 IN AN 11 INCH SQUARE CONCRETE MONUMENT PROJECTING 3.5
 JC1495'INCHES, REFERENCE MARK 4 IS A CGS RM DISK STAMPED GEYER, NO.  4, 1947
 JC1495'IN A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES, THE AZIMUTH
 JC1495'MARK WAS NOT SEARCHED FOR. THE STATION IS LOCATED IN THE WEST CENTRAL
 JC1495'PART OF GASCONADE COUNTY. IT IS 20 MI (32.2 KM) SSW OF HERMANN, 10.5
 JC1495'MI (16.9 KM) NNE OF BLAND, 9 MI (14.5 KM) NORTHWEST OF OWENSVILLE, AND
 JC1495'2 MI (3.2 KM) SOUTHEAST OF MT.  STERLING ON THE HIGH POINT OF FRY
 JC1495'RIDGE.  IT IS 113 FT (34.4 M) SSW OF THE SOUTH SIDE OF A HUNTING
 JC1495'SHACK, 15 FT (4.6 M) SOUTHEAST OF THE CENTER OF THE WOODS RIDGE ROAD,
 JC1495'4.8 FT (1.5 M) SOUTH OF REFERENCE MARK I, 5.2 FT (1.6 M) NORTH OF
 JC1495'REFERENCE MARK II, 75.9 FT (23.1 M) NORTHWEST OF REFERENCE MARK NO.
 JC1495'3, 73.0 FT (22.3 M) SOUTH OF REFERENCE MARK NO.  4, AND 2 FT (0.6 M)
 JC1495'WEST OF A CARSONITE WITNESS POST. TO REACH THE STATION FROM THE
 JC1495'JUNCTION OF U.S.  HWY.  50 WITH ROUTE BB (NORTH) AND ROUTE A (SOUTH)
 JC1495'JUST NORTHEAST OF MT.  STERLING, MO, GO SOUTH AND WEST ON ROUTE A FOR
 JC1495'0.25 MI (0.40 KM) WHERE ROUTE A TURNS SOUTH BETWEEN SCHAEPERKOETTER S
 JC1495'GROCERY AND SCHAEPERKOETTER S INTERNATIONAL HARVESTER DEALERSHIP IN
 JC1495'MT.  STERLING.  TURN LEFT AND CONTINUE TO FOLLOW ROUTE A SOUTH FOR 0.2
 JC1495'MI (0.3 KM) TO MT.  STERLING ROAD ON THE LEFT VEER LEFT AND FOLLOW MT.
 JC1495'STERLING ROAD SOUTHERLY FOR 2.05 MI (3.30 KM) TO GERLOFF RD.  ON THE
 JC1495'RIGHT.  CONTINUE SOUTHERLY ON MT.  STERLING FOR 0.2 MI (0.3 KM) TO A
 JC1495'LOCKED ENTRANCE GATE ON THE LEFT TURN LEFT, PASS THROUGH GATE AND
 JC1495'FOLLOW WOODS ROAD ALONG RIDGE NORTHEASTERLY PASSING A TRAILER HOUSE AT
 JC1495'0.2 MI, (0.3 KM) A METAL BUILDING, CAMPING TRAILER AND DUMPSTER BED AT
 JC1495'1.2 MI (1.9 KM) AND THE STATION ON THE RIGHT (EAST) SIDE AT 1.4 MI
 JC1495'(2.3 KM) TOTAL FROM GATE AS DESCRIBED. PROPERTY IS OWNED BY MR.  AND
 JC1495'MRS.  DAVID SULLENTRUP, 4725 STATE ROUTE 47, WASHINGTON, MO 63090, TEL
 JC1495'314/239-3088.  ACCESS IS BY PERMISSION THROUGH LOCKED GATE. DATE OF
 JC1495'REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0633 ***********************************************************************
 KC0633  DESIGNATION -  GIBBS
 KC0633  PID         -  KC0633
 KC0633  STATE/COUNTY-  MO/RALLS
 KC0633  USGS QUAD   -  ASHBURN (1993)
 KC0633
 KC0633                         *CURRENT SURVEY CONTROL
 KC0633  ___________________________________________________________________
 KC0633* NAD 83(1997)-  39 35 22.04989(N)    091 14 27.38873(W)     ADJUSTED  
 KC0633* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 KC0633  ___________________________________________________________________
 KC0633  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 KC0633  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0633
 KC0633  HORZ ORDER  -  FIRST
 KC0633
 KC0633.The horizontal coordinates were established by classical geodetic methods
 KC0633.and adjusted by the National Geodetic Survey in February 2000..
 KC0633
 KC0633.The orthometric height was scaled from a topographic map.
 KC0633
 KC0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0633
 KC0633.The geoid height was determined by GEOID03.
 KC0633
 KC0633;                    North         East     Units Scale Factor Converg.
 KC0633;SPC MO E     -   417,131.014   186,354.787   MT  0.99998319   -0 28 19.9
 KC0633;SPC IL W     -   324,959.098   607,720.931   MT  1.00004598   -0 41 04.8
 KC0633;SPC IL W     - 1,066,136.64  1,993,831.09   sFT  1.00004598   -0 41 04.8
 KC0633;UTM  15      - 4,383,670.684   651,052.573   MT  0.99988092   +1 07 16.4
 KC0633
 KC0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0633!SPC MO E     -   0.99996399  x   0.99998319  =   0.99994718
 KC0633!SPC IL W     -   0.99996399  x   1.00004598  =   1.00000997
 KC0633!UTM  15      -   0.99996399  x   0.99988092  =   0.99984492
 KC0633
 KC0633:                Primary Azimuth Mark                     Grid Az
 KC0633:SPC MO E     -  BARRY STANDPIPE                          056 37 33.0
 KC0633:SPC IL W     -  BARRY STANDPIPE                          056 50 17.9
 KC0633:UTM  15      -  BARRY STANDPIPE                          055 01 56.7
 KC0633
 KC0633|---------------------------------------------------------------------|
 KC0633| PID    Reference Object                     Distance      Geod. Az  |
 KC0633|                                                           dddmmss.s |
 KC0633| KC0627 BARRY STANDPIPE                     APPROX.20.8 KM 0560913.1 |
 KC0633| KC0632 ASHBURN                             APPROX. 8.5 KM 1383830.8 |
 KC0633| KC0653 BOWLING GREEN MUNICIPAL TOWER       APPROX.27.7 KM 1713023.2 |
 KC0633| CL8577 GIBBS RM 1 AZIMUTH                                 20651     |
 KC0633| CL8579 GIBBS RM 3                           16.399 METERS 23829     |
 KC0633| KC0640 HANNIBAL HAYDEN PLEASANT ST TK      APPROX.18.2 KM 3194008.1 |
 KC0633| KC0634 HANNIBAL INTL SHOE CO TANK          APPROX.15.1 KM 3233253.7 |
 KC0633| CL8578 GIBBS RM 2                           27.306 METERS 34509     |
 KC0633|---------------------------------------------------------------------|
 KC0633
 KC0633                          SUPERSEDED SURVEY CONTROL
 KC0633
 KC0633  NAD 83(1997)-  39 35 22.05010(N)    091 14 27.38875(W) AD(       ) 1
 KC0633  NAD 83(1997)-  39 35 22.05456(N)    091 14 27.38821(W) AD(       ) 1
 KC0633  NAD 83(1986)-  39 35 22.05535(N)    091 14 27.38807(W) AD(       ) 1
 KC0633  NAD 27      -  39 35 21.88900(N)    091 14 26.87300(W) AD(       ) 1
 KC0633
 KC0633.Superseded values are not recommended for survey control.
 KC0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0633.See file dsdata.txt to determine how the superseded data were derived.
 KC0633
 KC0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD5105383671(NAD 83)
 KC0633_MARKER: DS = TRIANGULATION STATION DISK
 KC0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0633
 KC0633  HISTORY     - Date     Condition        Report By
 KC0633  HISTORY     - 1931     MONUMENTED       CGS
 KC0633  HISTORY     - 1967     GOOD             CGS
 KC0633  HISTORY     - 1968     GOOD             USGS
 KC0633  HISTORY     - 1975     GOOD             LOCENG
 KC0633  HISTORY     - 1975     GOOD             LOCENG
 KC0633
 KC0633                          STATION DESCRIPTION
 KC0633
 KC0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0633'ABOUT 3 MILES WEST OF BUSCH, 4 MILES SOUTHEAST OF SAVERTON, ON
 KC0633'LAND OWNED BY MRS. H. C. GIBBS OF CURRYVILLE, IN WOODS ON HIGHEST
 KC0633'POINT OF HILL, 8 METERS (26 FEET) EAST OF OLD CART ROAD LEADING
 KC0633'TO STATION, AND 40 METERS (131 FEET) NORTH OF GATE WITH TWO
 KC0633'LARGE GATEPOSTS WHICH IS IN FENCE LINE BETWEEN PASTURE AND WOODS.
 KC0633'TO REACH FROM BUSCH, GO WEST ABOUT 2.7 MILES TO GATE ON RIGHT
 KC0633'WHICH IS ABOUT 200 METERS (656 FEET) BEYOND SMALL CONCRETE
 KC0633'BRIDGE AND CONTINUE UP HILL, GO THROUGH GATE AND PASS MR. SNELLS
 KC0633'HOUSE ON RIGHT, CONTINUE THROUGH PASTURE ON OLD WAGON ROAD
 KC0633'AROUND HILL TO TOP, AND PROCEED NORTH TO GATE ON RIGHT SIDE OF
 KC0633'ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 KC0633'STATION DISKS IN CONCRETE.
 KC0633'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 KC0633'NO. 1 IS ON SLIGHT KNOLL IN PASTURE, 70 METERS
 KC0633'(230 FEET) WEST OF AND IN Y-INTERSECTION OF ROADS,
 KC0633'20 METERS (66 FEET) NORTH OF SOUTH ROAD, 20 METERS (66 FEET)
 KC0633'SOUTH OF NORTH ROAD, AND ONE-FOURTH MILE FROM STATION
 KC0633'S 26 DEG 51 MIN W.  NO. 2 IS IN WOODS ABOUT 15 METERS
 KC0633'(49 FEET) NORTH OF OLD WAGON ROAD, AND 27.34 METERS (89.7
 KC0633'FEET) FROM STATION.
 KC0633
 KC0633                          STATION RECOVERY (1967)
 KC0633
 KC0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KC0633'STATION RECOVERED AND BOTH REFERENCE MARKS FOUND IN GOOD CONDITION.
 KC0633'R.M. NO. 1 IS ABOUT 0.2 MILE FROM THE STATION AND IS NOT VISIBLE
 KC0633'FROM THE GROUND AT THE STATION WITHOUT CONSIDERABLE CLEARING.
 KC0633'ONE NEW REFERENCE MARK WAS ESTABLISHED AT THIS TIME.
 KC0633'
 KC0633'TO REACH FROM NEW LONDON, FROM THE JUNCTION OF BUSINESS ROUTE
 KC0633'U.S. HIGHWAY 61 AND COUNTY ROUTE V, GO EAST ON COUNTY ROUTE V FOR
 KC0633'4.6 MILES TO JUNCTION WITH STATE HIGHWAY 79, TURN RIGHT AND GO
 KC0633'SOUTH AND EAST ON ROUTE 79 FOR 6.05 MILES TO A BOARD GATE ON THE
 KC0633'LEFT JUST BEFORE REACHING A SHELL SERVICE STATION ON THE RIGHT,
 KC0633'TURN LEFT THROUGH GATE AND GO NORTHERLY ON TRACK ROAD FOR 0.1
 KC0633'MILE TO ANOTHER BOARD GATE, CONTINUE NORTH ON TRACK ROAD FOR
 KC0633'0.15 MILE TO FORKS ON SOUTH SLOPE OF HILL, TAKE LEFT FORK AND
 KC0633'FOLLOW TRACK ROAD NORTHERLY FOR 0.25 MILE TO R.M. NO. 1
 KC0633'(AZIMUTH MARK) ON THE LEFT, CONTINUE NORTH AND NORTHEAST FOR
 KC0633'0.1 MILE TO A POINT JUST BEFORE REACHING A WIRE GATE, TURN LEFT
 KC0633'AND GO NORTH FOR ABOUT 50 YARDS TO A WIRE GATE, PASS
 KC0633'THROUGH GATE AND GO NORTHEAST FOR ABOUT 50 YARDS TO
 KC0633'TOP OF HILL AND STATION ON THE RIGHT.
 KC0633'
 KC0633'THE STATION IS ABOUT 35 FEET NORTHEAST OF AN OAK TREE WITH METAL
 KC0633'WITNESS SIGN, 24 FEET EAST OF A DIM WOODS ROAD AND 16 FEET
 KC0633'NORTHWEST OF A 20-INCH TREE WITH TRIANGLE BLAZE.  THE MARK
 KC0633'PROJECTS 4 INCHES AND THE DISK IS STAMPED GIBBS 1931.
 KC0633'
 KC0633'R.M. NO. 2 IS 49 FEET EAST OF A DIM WOODS ROAD, 19 FEET WEST OF
 KC0633'TWIN-TRUNKED OAK TREE AND IS ABOUT 3 FEET LOWER THAN THE
 KC0633'STATION.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GIBBS
 KC0633'NO 2 1931.
 KC0633'
 KC0633'R.M. NO. 3 IS 29 FEET WEST OF THE CENTER OF THE DIM WOODS ROAD
 KC0633'AND 21 FEET WEST-NORTHWEST OF A 12-INCH OAK TREE WITH METAL
 KC0633'WITNESS SIGN NAILED TO THE SOUTH SIDE, AND STAMPED GIBBS NO 3
 KC0633'1931 1967.
 KC0633'
 KC0633'THE AZIMUTH MARK (R.M. NO. 1) IS ON A SMALL KNOLL IN PASTURE AND
 KC0633'IS NEAR THE SOUTH SIDE OF THE PASTURE.  THE MARK PROJECTS ABOUT 8
 KC0633'INCHES AND THE DISK IS STAMPED GIBBS NO 1 1931.
 KC0633'
 KC0633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 9 MILES
 KC0633'EAST OF NEW LONDON
 KC0633
 KC0633                          STATION RECOVERY (1968)
 KC0633
 KC0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KC0633'ALL MARKS RECOVERED IN GOOD CONDITION.
 KC0633'
 KC0633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MI W
 KC0633'OF BUSCH.
 KC0633
 KC0633                          STATION RECOVERY (1975)
 KC0633
 KC0633'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 KC0633'GIBBS RECOVERED GOOD.  STN. AND ALL RMS RECOVERED.  CHANGE IN
 KC0633'DESCRIPTION.  FOR STATE HIGHWAY 79, READ COUNTY ROAD T.
 KC0633'
 KC0633'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SE SANERTON.
 KC0633
 KC0633                          STATION RECOVERY (1975)
 KC0633
 KC0633'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TAO)
 KC0633'AS DESCRIBED BY L.F.S. IN 1967, WITH THE FOLLOWING CHANGES-- (1)
 KC0633'ST. HWY 79 IS NOW COUNTY RD. T.  (2) SHELL SERVICE STATION IS OWNED
 KC0633'BY JOHN CERNEA WHO WILL READILY SHOW THE MONUMENT LOCATION.  (3) AZ
 KC0633'MK. IS ON LAND OWNED BY A MR. MUNSDALE.
 KC0633'
 KC0633'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES E OF NEW LONDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1273 ***********************************************************************
 LF1273  DESIGNATION -  GIBSON
 LF1273  PID         -  LF1273
 LF1273  STATE/COUNTY-  MO/ANDREW
 LF1273  USGS QUAD   -  WHITESVILLE (1984)
 LF1273
 LF1273                         *CURRENT SURVEY CONTROL
 LF1273  ___________________________________________________________________
 LF1273* NAD 83(1997)-  40 05 50.22892(N)    094 38 20.94884(W)     ADJUSTED  
 LF1273* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 LF1273  ___________________________________________________________________
 LF1273  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 LF1273  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LF1273
 LF1273  HORZ ORDER  -  FIRST
 LF1273
 LF1273.The horizontal coordinates were established by classical geodetic methods
 LF1273.and adjusted by the National Geodetic Survey in February 2000..
 LF1273
 LF1273.The orthometric height was scaled from a topographic map.
 LF1273
 LF1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1273
 LF1273.The geoid height was determined by GEOID03.
 LF1273
 LF1273;                    North         East     Units Scale Factor Converg.
 LF1273;SPC MO W     -   436,278.737   838,134.812   MT  0.99994291   -0 05 22.7
 LF1273;UTM  15      - 4,439,842.566   360,277.917   MT  0.99984033   -1 03 21.3
 LF1273
 LF1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1273!SPC MO W     -   0.99995227  x   0.99994291  =   0.99989518
 LF1273!UTM  15      -   0.99995227  x   0.99984033  =   0.99979260
 LF1273
 LF1273:                Primary Azimuth Mark                     Grid Az
 LF1273:SPC MO W     -  GIBSON AZ MK                             001 47 19.0
 LF1273:UTM  15      -  GIBSON AZ MK                             002 45 17.6
 LF1273
 LF1273|---------------------------------------------------------------------|
 LF1273| PID    Reference Object                     Distance      Geod. Az  |
 LF1273|                                                           dddmmss.s |
 LF1273| CL6559 GIBSON AZ MK                                       0014156.3 |
 LF1273| CL6561 GIBSON RM 1                          35.259 METERS 04331     |
 LF1273| CL6563 GIBSON RM 3                          28.248 METERS 09153     |
 LF1273| LF1272 KING CITY MUNICIPAL TANK            APPROX.11.3 KM 1171612.1 |
 LF1273| CL6562 GIBSON RM 2                          33.376 METERS 13425     |
 LF1273| CL6564 GIBSON RM 4                          21.018 METERS 16035     |
 LF1273| CL6560 GIBSON AZ MK RESET                                 1781853.0 |
 LF1273|---------------------------------------------------------------------|
 LF1273
 LF1273                          SUPERSEDED SURVEY CONTROL
 LF1273
 LF1273  NAD 83(1997)-  40 05 50.22868(N)    094 38 20.94903(W) AD(       ) 1
 LF1273  NAD 83(1997)-  40 05 50.22888(N)    094 38 20.95006(W) AD(       ) 1
 LF1273  NAD 83(1986)-  40 05 50.23042(N)    094 38 20.94644(W) AD(       ) 1
 LF1273  NAD 27      -  40 05 50.25560(N)    094 38 20.07890(W) AD(       ) 1
 LF1273
 LF1273.Superseded values are not recommended for survey control.
 LF1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1273.See file dsdata.txt to determine how the superseded data were derived.
 LF1273
 LF1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE6027839843(NAD 83)
 LF1273_MARKER: DS = TRIANGULATION STATION DISK
 LF1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1273
 LF1273  HISTORY     - Date     Condition        Report By
 LF1273  HISTORY     - 1934     MONUMENTED       CGS
 LF1273  HISTORY     - 1948     GOOD             CGS
 LF1273  HISTORY     - 1966     GOOD             CGS
 LF1273
 LF1273                          STATION DESCRIPTION
 LF1273
 LF1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1273'THIS STATION IS ABOUT 5 MILES NE OF WHITESVILLE, IN THE NE 1/4
 LF1273'SECTION 17, T 61 N, R 33 W, ON LAND OWNED BY A MR. GIBSON.  THE
 LF1273'MARK IS 1 FOOT S OF THE E-W SECTION LINE FENCE, 55 FEET W OF THE
 LF1273'CENTER LINE OF THE N-S ROAD (WHICH IS ON THE 3/4 SECTION LINE) 82
 LF1273'FEET W OF A LONE 3-FOOT COTTONWOOD, WHICH IS IN THE E RIGHT-OF-
 LF1273'WAY FENCE OF THE ROAD AND APPROXIMATELY ON THE SECTION LINE
 LF1273'(E-W), AND PROJECTS 5 INCHES.
 LF1273'
 LF1273'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LF1273'BRONZE DISKS SET IN CONCRETE.
 LF1273'
 LF1273'REFERENCE MARK NO.1 IS NE OF THE STATION, 1/2 FOOT W OF THE E
 LF1273'RIGHT-OF-WAY FENCE, 78 FEET N OF THE COTTONWOOD, 160.58 FEET N OF
 LF1273'REFERENCE MARK NO.2, AND PROJECTS 3 INCHES.
 LF1273'
 LF1273'REFERENCE MARK NO.2 IS SE OF THE STATION, 1/2 FOOT W OF THE E
 LF1273'RIGHT-OF-WAY FENCE, 82 FEET S OF THE COTTONWOOD, AND PROJECTS 3
 LF1273'INCHES.
 LF1273'
 LF1273'THE AZIMUTH MARK IS N OF THE STATION, 1/2 FOOT W OF THE E RIGHT-
 LF1273'OF-WAY HEDGE FENCE, 80 YARDS SE OF A SQUARE TILE FARMHOUSE, 2
 LF1273'FEET S OF A TELEPHONE POLE, AND PROJECTS 4 INCHES.
 LF1273'
 LF1273'TO REACH FROM WHITESVILLE, GO E ON STATE HIGHWAY 48, 4-1/2 MILES
 LF1273'TO THE POINT WHERE IT TURNS S.  HERE TURN N AND GO 2-1/2 MILES TO
 LF1273'TO THE STATION.
 LF1273'
 LF1273'ALL LIGHTS COME INTO VIEW AT 37 FEET.
 LF1273
 LF1273                          STATION RECOVERY (1948)
 LF1273
 LF1273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 LF1273'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 LF1273'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE 1934 AZIMUTH
 LF1273'MARK COULD NOT BE RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 LF1273'
 LF1273'A COMPLETE DESCRIPTION FOLLOWS.
 LF1273'
 LF1273'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF KING CITY,
 LF1273'5.0 MILES NORTHEAST OF WHITESVILLE, 56 FEET WEST OF THE CENTER OF
 LF1273'A GRADED ROAD, 29 FEET WEST OF A FENCE CORNER, AND 1.0 FOOT SOUTH
 LF1273'OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED GIBSON 1934.
 LF1273'
 LF1273'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 70 FEET NORTH OF
 LF1273'THE CENTER OF A BOARD GATE, 22 FEET EAST OF THE CENTER OF A GRADED
 LF1273'ROAD, AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 4 INCHES AND IS
 LF1273'STAMPED GIBSON NO 1 1934.
 LF1273'
 LF1273'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 88 FEET SOUTH OF
 LF1273'THE CENTER OF A BOARD GATE, 24 FEET EAST OF THE CENTER OF A
 LF1273'GRADED ROAD, AND 5.0 FEET WEST OF A WIRE FENCE.  IT PROJECTS 6
 LF1273'INCHES AND IS STAMPED GIBSON NO 2 1934.
 LF1273'
 LF1273'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 26.5 FEET EAST OF
 LF1273'THE CENTER OF A GRADED ROAD, 13 FEET NORTH OF A MULBERRY TREE,
 LF1273'AND 1.5 FEET WEST OF A WOVEN WIRE FENCE.  IT IS SET FLUSH WITH
 LF1273'THE GROUND AND IS STAMPED GIBSON 1934 RESET 1948.
 LF1273'
 LF1273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 169 AND
 LF1273'STATE HIGHWAY 48 IN THE NORTHWEST EDGE OF KING CITY, GO WEST ON
 LF1273'STATE HIGHWAY 48 FOR 6.2 MILES TO ITS JUNCTION WITH COUNTY ROUTE
 LF1273'P, TURN RIGHT AND GO NORTH ON COUNTY ROUTE P FOR 2.85 MILES TO
 LF1273'THE STATION ON THE LEFT AS DESCRIBED.
 LF1273'
 LF1273'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.4 MILE
 LF1273'TO THE MARK ON THE LEFT.
 LF1273'
 LF1273'AN 87 FOOT SIGNAL AT MC KENNY IS VISIBLE AT 5 FEET.
 LF1273'
 LF1273'AN 87 FOOT SIGNAL AT CANN 1934 IS VISIBLE AT 30 FEET.
 LF1273'
 LF1273'AN 87 FOOT SIGNAL AT YALE IS VISIBLE AT 5 FEET.
 LF1273'
 LF1273'AN 87 FOOT SIGNAL AT ELERDANZ IS VISIBLE AT 10 FEET.
 LF1273'
 LF1273'AN 87 FOOT SIGNAL AT COURTNEY 1934 IS VISIBLE AT 5 FEET.
 LF1273
 LF1273                          STATION RECOVERY (1966)
 LF1273
 LF1273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LF1273'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 LF1273'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LF1273'WERE DESTROYED WHEN THE ROAD WAS WIDENED.
 LF1273'
 LF1273'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 LF1273'
 LF1273'FOLLOWING IS A NEW TO REACH AND NOTES FOR ALL MARKS.
 LF1273'
 LF1273'TO REACH THE STATION FROM THE STORE IN WHITESVILLE, GO EAST ON
 LF1273'STATE HIGHWAY 48 FOR 4.6 MILES TO THE JUNCTION OF COUNTY ROUTES
 LF1273'P AND M.  TURN SHARP LEFT AND GO NORTH ON COUNTY ROUTES P FOR 2.8
 LF1273'MILES TO A FENCE CORNER AND THE STATION ON THE LEFT.
 LF1273'
 LF1273'STATION MARK, A STANDARD DISK STAMPED GIBSON 1934, IS SET IN THE
 LF1273'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 58
 LF1273'FEET WEST OF THE CENTER OF ROUTE P, 23.5 FEET WEST OF A METAL
 LF1273'WITNESS POST, 23 FEET WEST OF A T-FENCE CORNER POST, AND 1.5 FEET
 LF1273'SOUTH OF AN EAST-WEST FENCE.  THE UNDERGROUND DISK WAS NOT
 LF1273'INSPECTED.
 LF1273'
 LF1273'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GIBSON NO.3 1934,
 LF1273'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 LF1273'THE SURFACE OF THE GROUND.  IT IS 35 FEET EAST OF THE CENTER OF
 LF1273'ROUTE P, 13 FEET SOUTH OF THE CENTER OF A BOARD GATE, AND 1 FOOT
 LF1273'WEST OF A NORTH-SOUTH FENCE.
 LF1273'
 LF1273'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GIBSON NO. 4 1934,
 LF1273'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 LF1273'THE SURFACE OF THE GROUND.  IT IS 65.5 FEET SOUTH OF A T-FENCE
 LF1273'CORNER POST, 35 FEET WEST OF THE CENTER OF ROUTE P, AND 1 FOOT
 LF1273'EAST OF A NORTH-SOUTH FENCE.
 LF1273'
 LF1273'AZIMUTH MARK, A STANDARD DISK STAMPED GIBSON 1934 RESET 1948, IS
 LF1273'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LF1273'SURFACE OF THE GROUND.  IT IS 60 FEET NORTH OF THE NORTHWEST
 LF1273'CORNER OF A FARMYARD, 36.5 FEET EAST OF THE CENTER OF ROUTE P,
 LF1273'AND 10.5 FEET WEST OF A METAL WITNESS POST SET IN THE
 LF1273'RIGHT-OF-WAY FENCE.
 LF1273'
 LF1273'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROUTE P
 LF1273'FOR 0.4 MILE TO THE MARK ON THE LEFT.
 LF1273'
 LF1273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES NE OF
 LF1273'WHITESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1772 ***********************************************************************
 GD1772  DESIGNATION -  GIDEON
 GD1772  PID         -  GD1772
 GD1772  STATE/COUNTY-  MO/NEW MADRID
 GD1772  USGS QUAD   -  GIDEON (1978)
 GD1772
 GD1772                         *CURRENT SURVEY CONTROL
 GD1772  ___________________________________________________________________
 GD1772* NAD 83(1997)-  36 27 02.79778(N)    089 55 12.89096(W)     ADJUSTED  
 GD1772* NAVD 88     -        82.0    (meters)     269.     (feet)  GPS OBS   
 GD1772  ___________________________________________________________________
 GD1772  X           -       7,149.693 (meters)                     COMP
 GD1772  Y           -  -5,136,477.094 (meters)                     COMP
 GD1772  Z           -   3,768,574.127 (meters)                     COMP
 GD1772  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 GD1772  ELLIP HEIGHT-          53.46  (meters)          (02/17/00) GPS OBS
 GD1772  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GD1772
 GD1772  HORZ ORDER  -  SECOND
 GD1772  ELLP ORDER  -  FOURTH    CLASS I
 GD1772
 GD1772.The horizontal coordinates were established by classical geodetic methods
 GD1772.and adjusted by the National Geodetic Survey in February 2000..
 GD1772
 GD1772.The orthometric height was determined by GPS observations and a
 GD1772.high-resolution geoid model.
 GD1772
 GD1772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1772
 GD1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1772
 GD1772.The ellipsoidal height was determined by GPS observations
 GD1772.and is referenced to NAD 83.
 GD1772
 GD1772.The geoid height was determined by GEOID03.
 GD1772
 GD1772;                    North         East     Units Scale Factor Converg.
 GD1772;SPC MO E     -    68,664.232   301,970.320   MT  0.99996660   +0 20 40.0
 GD1772;UTM  16      - 4,037,912.801   238,277.429   MT  1.00044403   -1 44 09.6
 GD1772;UTM  15      - 4,038,358.046   776,021.930   MT  1.00053879   +1 49 51.4
 GD1772
 GD1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1772!SPC MO E     -   0.99999161  x   0.99996660  =   0.99995821
 GD1772!UTM  16      -   0.99999161  x   1.00044403  =   1.00043564
 GD1772!UTM  15      -   0.99999161  x   1.00053879  =   1.00053040
 GD1772
 GD1772:                Primary Azimuth Mark                     Grid Az
 GD1772:SPC MO E     -  GIDEON AZ MK                             009 20 21.8
 GD1772:UTM  16      -  GIDEON AZ MK                             011 25 11.4
 GD1772:UTM  15      -  GIDEON AZ MK                             007 51 10.4
 GD1772
 GD1772|---------------------------------------------------------------------|
 GD1772| PID    Reference Object                     Distance      Geod. Az  |
 GD1772|                                                           dddmmss.s |
 GD1772| GD1975 GIDEON AZ MK                                       0094101.8 |
 GD1772| GD1973 GIDEON RM 1                          23.824 METERS 05359     |
 GD1772| GD1768 CLARKTON MUNICIPAL TANK             APPROX. 4.4 KM 2720956.4 |
 GD1772| GD1974 GIDEON RM 2                          30.376 METERS 32216     |
 GD1772| GD1838 MALDEN DUNKLIN CO COMP WHSE TK      APPROX.12.0 KM 3375205.1 |
 GD1772| GD1839 MALDEN MUNICIPAL TANK               APPROX.12.2 KM 3385907.9 |
 GD1772|---------------------------------------------------------------------|
 GD1772
 GD1772                          SUPERSEDED SURVEY CONTROL
 GD1772
 GD1772  NAD 83(1997)-  36 27 02.80032(N)    089 55 12.89153(W) AD(       ) 2
 GD1772  NAD 83(1997)-  36 27 02.80837(N)    089 55 12.88756(W) AD(       ) 2
 GD1772  NAD 83(1986)-  36 27 02.80801(N)    089 55 12.88849(W) AD(       ) 2
 GD1772  NAD 27      -  36 27 02.58780(N)    089 55 12.56860(W) AD(       ) 2
 GD1772  NGVD 29 (05/28/98)   82.0    (m)          269.     (f) GPS OBS        
 GD1772
 GD1772.Superseded values are not recommended for survey control.
 GD1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1772.See file dsdata.txt to determine how the superseded data were derived.
 GD1772
 GD1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3827737913(NAD 83)
 GD1772_MARKER: DS = TRIANGULATION STATION DISK
 GD1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1772_SP_SET: CONCRETE POST
 GD1772_STAMPING: GIDEON 1954
 GD1772_MARK LOGO: CGS   
 GD1772_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1772+STABILITY: SURFACE MOTION
 GD1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1772+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004
 GD1772
 GD1772  HISTORY     - Date     Condition        Report By
 GD1772  HISTORY     - 1954     MONUMENTED       CGS
 GD1772  HISTORY     - 1954     GOOD             CGS
 GD1772  HISTORY     - 1969     GOOD             MOHC
 GD1772  HISTORY     - 1969     GOOD             CGS
 GD1772  HISTORY     - 19910312 GOOD             NGS
 GD1772  HISTORY     - 20040322 GOOD             USACE
 GD1772
 GD1772                          STATION DESCRIPTION
 GD1772
 GD1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1772'THE STATION IS LOCATED ON THE GIDEON HIGH SCHOOL GROUNDS, 112 FEET
 GD1772'SOUTH OF THE FLAG POLE, 89 FEET WEST OF THE CENTER OF MISSOURI STATE
 GD1772'HIGHWAY 153 AND 86 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL.
 GD1772'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GD1772'GIDEON 1954.
 GD1772'
 GD1772'REFERENCE MARK NO. 1 IS SET IN THE SIDEWALK, 43 FEET NORTH OF A POWER
 GD1772'LINE POLE AND 30 FEET EAST OF THE CENTER OF MISSOURI STATE HIGHWAY
 GD1772'153.  IT IS SET FLUSH WITH THE SIDEWALK AND IS STAMPED GIDEON NO 1
 GD1772'1954.
 GD1772'
 GD1772'REFERENCE MARK NO. 2 IS SET IN THE SIDEWALK, 75 FEET SOUTHWEST OF THE
 GD1772'FLAG POLE AND 20 FEET EAST OF THE EAST ENTRANCE TO THE SCHOOL.  IT
 GD1772'IS SET FLUSH WITH THE SIDEWALK AND IS STAMPED GIDEON NO 2 1954.
 GD1772'
 GD1772'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 128.46 FEET.
 GD1772'
 GD1772'THE AZIMUTH MARK IS SET IN THE SIDEWALK, SOUTHEAST OF THE PRINCESS
 GD1772'THEATRE, 29 FEET EAST OF THE CENTER OF MISSOURI STATE HIGHWAY 153
 GD1772'AND 14 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE.  IT IS SET
 GD1772'FLUSH WITH THE SIDEWALK AND IS STAMPED GIDEON 1954.
 GD1772'
 GD1772'TO REACH THE STATION FROM THE POST OFFICE IN GIDEON GO WEST FOR 0.05
 GD1772'MILE TO STATE HIGHWAY 153, TURN LEFT AND GO SOUTH FOR 0.1 MILE TO
 GD1772'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 153
 GD1772'FOR 0.2 MILE TO THE STATION AND REFERENCE MARKS ON THE RIGHT AS
 GD1772'DESCRIBED.
 GD1772'
 GD1772'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1772
 GD1772                          STATION RECOVERY (1954)
 GD1772
 GD1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 GD1772'RECOVERED IN GOOD CONDITION.
 GD1772
 GD1772                          STATION RECOVERY (1969)
 GD1772
 GD1772'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1969
 GD1772'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 GD1772
 GD1772                          STATION RECOVERY (1969)
 GD1772
 GD1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1772'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GD1772'CONDITION.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES
 GD1772'OBSERVED BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS.  WHEN
 GD1772'THESE ANGLES WERE COMPARED TO THE 1954 OBSERVATIONS, A
 GD1772'DISCREPANCY OF PLUS 01 FOOT 22.6 INCHES WAS NOTED IN THE ANGLE
 GD1772'FOR REFERENCE MARK NO. 2 WHILE THE ANGLE FOR REFERENCE MARK NO.
 GD1772'1 FELL WELL WITHIN THE ALLOWABLE.  WHEN THE HORIZONTAL DISTANCE
 GD1772'MEASUREMENTS WERE CHECKED BETWEEN THE STATION AND THE REFERENCE
 GD1772'MARKS, AND BETWEEN THE REFERENCE MARKS, ALL MEASUREMENTS CHECKED
 GD1772'FLAT.
 GD1772'
 GD1772'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1772'
 GD1772'THE STATION IS LOCATED ON THE GIDEON HIGH SCHOOL GROUNDS IN THE SOUTH
 GD1772'CENTRAL SECTION OF GIDEON.
 GD1772'
 GD1772'TO REACH THE STATION FROM THE TRAFFIC SIGNAL AT THE INTERSECTION OF
 GD1772'MAIN AVENUE AND FIRST STREET, ABOUT 1/2 BLOCK WEST OF THE NEW POST
 GD1772'OFFICE IN GIDEON, GO SOUTH ON STATE ROUTES 153 AND 162, SO. MAIN
 GD1772'AVE., FOR 0.1 OF A MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 GD1772'SOUTH ON SO. MAIN AVENUE FOR 0.2 OF A MILE TO THE STATION ON THE
 GD1772'RIGHT IN THE SCHOOL YARD AS DESCRIBED.
 GD1772'
 GD1772'THE STATION IS 0.1 OF A MILE SOUTH OF THE T INTERSECTION OF STATE
 GD1772'ROUTES 153 AND 162, 111 FEET SOUTH OF A FLAG POLE, 88 FEET WEST OF
 GD1772'THE APPROXIMATE CENTER OF STATE ROUTE 153, 86 FEET EAST OF THE
 GD1772'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 79.5 FEET SOUTH OF THE
 GD1772'MEMORIAL STONE OF LOUIS BENJAMIN HOY IN THE CENTER OF THE WALK
 GD1772'LEADING TO THE EAST ENTRANCE OF THE SCHOOL, 65.5 FEET WEST OF
 GD1772'POWERLINE POLE NO. 552, 56 FEET WEST OF THE WEST EDGE OF THE
 GD1772'SIDEWALK ALONG THE WEST SIDE OF STATE ROUTE 153, AND 21.7 FEET
 GD1772'NORTH OF THE NORTH EDGE OF A WALK AT THE NORTH EDGE OF A LARGE,
 GD1772'PAVED, PARKING AREA.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1772'12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SWARD
 GD1772'AND THE DISK IS STAMPED GIDEON 1954.
 GD1772'
 GD1772'REFERENCE MARK NO. 1 IS 43.5 FEET NORTH OF POWERLINE POLE NO. 552,
 GD1772'30 FEET SOUTH OF THE APPROXIMATE CENTER OF THE SIDEWALK LEADING TO
 GD1772'THE EAST ENTRANCE INTO THE SCHOOL, 28 FEET WEST OF THE APPROXIMATE
 GD1772'CENTER OF STATE ROUTE 153, SO. MAIN AVE., AND 0.8 OF A FOOT WEST
 GD1772'OF THE EAST EDGE OF THE SIDEWALK ALONG THE WEST SIDE OF STATE
 GD1772'ROUTE 153.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GD1772'CONCRETE SIDEWALK AND THE DISK IS STAMPED GIDEON NO 1 1954.
 GD1772'
 GD1772'REFERENCE MARK NO. 2 IS 17 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 GD1772'THE EAST ENTRANCE STEPS OF THE SCHOOL BUILDING, 13 FEET EAST OF THE
 GD1772'SOUTHEAST CORNER OF THE EAST ENTRANCE STEPS, AND 1.2 FEET NORTH OF
 GD1772'THE SOUTH EDGE OF THE EAST ENTRANCE SIDEWALK.  IT IS A STANDARD DISK
 GD1772'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK AND THE DISK
 GD1772'IS STAMPED GIDEON NO 2 1954.
 GD1772'
 GD1772'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1772'REFERENCE MARK NO. 2 IS 128.46 FEET - 39.155 METERS.
 GD1772'
 GD1772'THE AZIMUTH MARK IS SET IN THE CONCRETE SIDEWALK ALONG THE EAST SIDE
 GD1772'OF STATE ROUTES 153 AND 162, SO. MAIN AVE., 30 FEET SOUTH-SOUTHWEST
 GD1772'OF THE NORTHWEST CORNER OF A FRAME HOUSE, 28 FEET EAST OF THE
 GD1772'APPROXIMATE CENTER OF STATE ROUTES 153 AND 162, 14 FEET WEST OF
 GD1772'THE SOUTHWEST CORNER OF THE FRAME HOUSE, AND 0.4 OF A FOOT WEST OF
 GD1772'THE EAST EDGE OF THE SIDEWALK.  IT IS A STANDARD DISK CEMENTED IN
 GD1772'A DRILL HOLE IN THE CONCRETE SIDEWALK AND THE DISK IS STAMPED GIDEON
 GD1772'1954.
 GD1772'
 GD1772'DUE TO ALL MARKS BEING IN LAWN AND TENDED AREAS, NO WITNESS POSTS
 GD1772'WERE SET.
 GD1772'
 GD1772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT GIDEON.
 GD1772
 GD1772                          STATION RECOVERY (1991)
 GD1772
 GD1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1772'THE STATION IS LOCATED IN GIDEON IN THE SOUTHEAST PART OF THE LAWN OF
 GD1772'THE GIDEON HIGH SCHOOL.  OWNERSHIP-GIDEON SCHOOL DISTRICT, JIM EVANS
 GD1772'(SUPERINTENDENT) OR JIM PATMORE (SCHOOL PRINCIPAL), P.O. BOX 227,
 GD1772'GIDEON, MO 63848, PHONE IS 314-448-3471.
 GD1772'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 153 (MAIN
 GD1772'STREET) AND 162 (FOURTH STREET) IN GIDEON, GO SOUTH ON STATE HIGHWAY
 GD1772'153 FOR 0.18 KM (0.10 MI) TO THE GIDEON HIGH SCHOOL AND THE STATION
 GD1772'ON THE RIGHT.
 GD1772'THE STATION IS LOCATED 33.9 M (111.2 FT) SOUTH FROM A FLAG POLE, 26.9
 GD1772'M (88.3 FT) WEST FROM THE CENTERLINE OF STATE HIGHWAY 153, 26.2 M
 GD1772'(86.0 FT) EAST FROM THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 24.2
 GD1772'M (79.4 FT) SOUTH FROM THE SOUTH EDGE OF A MEMORIAL STONE FOR LOUIS
 GD1772'BENJAMIN ROY, 20.0 M (65.6 FT) WEST FROM UTILITY POLE NUMBER 552,
 GD1772'17.1 M (56.1 FT) WEST FROM THE WEST EDGE OF A SIDEWALK AND 6.55 M
 GD1772'(21.49 FT) NORTH FROM THE NORTH EDGE OF A PARKING LOT AND BASKETBALL
 GD1772'COURT. THE STATION IS FLUSH WITH THE GROUND.
 GD1772'DESCRIBED BY E.J. HANSMANN.
 GD1772
 GD1772                          STATION RECOVERY (2004)
 GD1772
 GD1772'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1770 ***********************************************************************
 GD1770  DESIGNATION -  GIDEON FLETCHER COMP CO TANK
 GD1770  PID         -  GD1770
 GD1770  STATE/COUNTY-  MO/NEW MADRID
 GD1770  USGS QUAD   -  GIDEON (1978)
 GD1770
 GD1770                         *CURRENT SURVEY CONTROL
 GD1770  ___________________________________________________________________
 GD1770* NAD 83(1997)-  36 27 23.37248(N)    089 55 32.17202(W)     ADJUSTED  
 GD1770* NAVD 88     -                                                        
 GD1770  ___________________________________________________________________
 GD1770  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 GD1770  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GD1770
 GD1770  HORZ ORDER  -  THIRD
 GD1770
 GD1770.The horizontal coordinates were established by classical geodetic methods
 GD1770.and adjusted by the National Geodetic Survey in February 2000..
 GD1770
 GD1770
 GD1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1770
 GD1770.The geoid height was determined by GEOID03.
 GD1770
 GD1770;                    North         East     Units Scale Factor Converg.
 GD1770;SPC MO E     -    69,295.527   301,486.427   MT  0.99996598   +0 20 28.8
 GD1770;UTM  16      - 4,038,561.558   237,816.554   MT  1.00044701   -1 44 21.9
 GD1770;UTM  15      - 4,038,976.927   775,521.537   MT  1.00053539   +1 49 40.8
 GD1770
 GD1770                          SUPERSEDED SURVEY CONTROL
 GD1770
 GD1770  NAD 83(1997)-  36 27 23.37457(N)    089 55 32.17234(W) AD(       ) 4
 GD1770  NAD 83(1997)-  36 27 23.38336(N)    089 55 32.16867(W) AD(       ) 4
 GD1770  NAD 83(1986)-  36 27 23.38318(N)    089 55 32.16957(W) AD(       ) 4
 GD1770  NAD 27      -  36 27 23.16200(N)    089 55 31.84800(W) AD(       ) 3
 GD1770
 GD1770.Superseded values are not recommended for survey control.
 GD1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1770.See file dsdata.txt to determine how the superseded data were derived.
 GD1770
 GD1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3781738562(NAD 83)
 GD1770_MARKER: 53 = ELEVATED TANK
 GD1770
 GD1770  HISTORY     - Date     Condition        Report By
 GD1770  HISTORY     - 1954     FIRST OBSERVED   CGS
 GD1770  HISTORY     - 1969     GOOD             CGS
 GD1770
 GD1770                          STATION DESCRIPTION
 GD1770
 GD1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1770'THE STATION IS LOCATED AT THE WEST EDGE OF GIDEON AND IS THE MOST
 GD1770'WESTERLY OF TWO TANKS.  IT IS A 4-LEGGED STEEL STRUCTURE, PAINTED
 GD1770'BLACK, AND HAS AN APPROXIMATE OVERALL HEIGHT OF 80 FEET.
 GD1770'
 GD1770'A BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 GD1770
 GD1770                          STATION RECOVERY (1969)
 GD1770
 GD1770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1770'THIS TANK OCCUPIES THE EXACT HORIZONTAL POSITION AS DID INTERSECTION
 GD1770'STATION GIDEON, FLETCHER COMPRESS CO., WATER TANK IN 1954.
 GD1770'OWNERSHIP OF THE TANK HAS CHANGED HANDS AND THE TANK HAS BEEN
 GD1770'PAINTED ANOTHER COLOR.  FOLLOWING IS A COMPLETE AND MORE RECENT
 GD1770'DESCRIPTION.
 GD1770'
 GD1770'THE STATION IS LOCATED ON THE GROUNDS OF THE GIDEON COMPRESS CO. NEAR
 GD1770'THE WEST EDGE OF GIDEON, AND IS NOW THE MOST WESTLY OF THREE
 GD1770'TANKS.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE
 GD1770'TANK PROPER, IS NOW PAINTED SILVER, HAS THE LEGEND GIDEON
 GD1770'COMPRESS PAINTED IN BLACK LETTERS ON THE EAST AND WEST SIDES
 GD1770'OF THE TANK, HAS A CONICAL ROOF WITH A BALL FINIAL AT THE APEX,
 GD1770'AND AN OVERALL HEIGHT OF 80 FEET.  THE POINT OBSERVED UPON WAS THE
 GD1770'BALL FINIAL AT THE APEX OF THE ROOF.
 GD1770'
 GD1770'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE WEST EDGE
 GD1770'OF GIDEON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1771 ***********************************************************************
 GD1771  DESIGNATION -  GIDEON MUNICIPAL TANK
 GD1771  PID         -  GD1771
 GD1771  STATE/COUNTY-  MO/NEW MADRID
 GD1771  USGS QUAD   -  GIDEON (1978)
 GD1771
 GD1771                         *CURRENT SURVEY CONTROL
 GD1771  ___________________________________________________________________
 GD1771* NAD 83(1997)-  36 27 18.00092(N)    089 55 24.91207(W)     ADJUSTED  
 GD1771* NAVD 88     -                                                        
 GD1771  ___________________________________________________________________
 GD1771  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 GD1771  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GD1771
 GD1771  HORZ ORDER  -  THIRD
 GD1771
 GD1771.The horizontal coordinates were established by classical geodetic methods
 GD1771.and adjusted by the National Geodetic Survey in February 2000..
 GD1771
 GD1771
 GD1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1771
 GD1771.The geoid height was determined by GEOID03.
 GD1771
 GD1771;                    North         East     Units Scale Factor Converg.
 GD1771;SPC MO E     -    69,131.039   301,668.183   MT  0.99996621   +0 20 33.0
 GD1771;UTM  16      - 4,038,390.498   237,992.302   MT  1.00044587   -1 44 17.4
 GD1771;UTM  15      - 4,038,817.120   775,707.605   MT  1.00053666   +1 49 44.9
 GD1771
 GD1771                          SUPERSEDED SURVEY CONTROL
 GD1771
 GD1771  NAD 83(1997)-  36 27 18.00314(N)    089 55 24.91255(W) AD(       ) 4
 GD1771  NAD 83(1997)-  36 27 18.01169(N)    089 55 24.90868(W) AD(       ) 4
 GD1771  NAD 83(1986)-  36 27 18.01142(N)    089 55 24.90965(W) AD(       ) 4
 GD1771  NAD 27      -  36 27 17.79200(N)    089 55 24.58900(W) AD(       ) 3
 GD1771
 GD1771.Superseded values are not recommended for survey control.
 GD1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1771.See file dsdata.txt to determine how the superseded data were derived.
 GD1771
 GD1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3799238390(NAD 83)
 GD1771_MARKER: 53 = ELEVATED TANK
 GD1771
 GD1771  HISTORY     - Date     Condition        Report By
 GD1771  HISTORY     - 1954     FIRST OBSERVED   CGS
 GD1771  HISTORY     - 1969     GOOD             CGS
 GD1771
 GD1771                          STATION DESCRIPTION
 GD1771
 GD1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1771'THE STATION IS LOCATED AT THE WEST EDGE OF GIDEON ABOUT 0.2 MILE
 GD1771'SOUTHEAST OF THE FLETCHER COMPRESS COMPANY WATER TANK.  IT IS A
 GD1771'4-LEGGED STEEL STRUCTURE, PAINTED ALUMINUM, AND HAS AN APPROXIMATE
 GD1771'OVERALL HEIGHT OF 100 FEET.
 GD1771'
 GD1771'A BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 GD1771
 GD1771                          STATION RECOVERY (1969)
 GD1771
 GD1771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1771'THIS TANK WAS RECOVERED AND OCCUPIES THE EXACT HORIZONTAL
 GD1771'POSITION AS WHEN POSITIONED IN 1954.  FOLLOWING IS A NEW AND MORE
 GD1771'RECENT DESCRIPTION.
 GD1771'
 GD1771'THE TANK IS LOCATED IN THE WESTERN SECTION OF GIDEON ABOUT 0.2 OF
 GD1771'A MILE SOUTHEAST OF THE GIDEON, GIDEON COMPRESS CO., WATER TANK.
 GD1771'IT IS AT THE SOUTH EDGE OF THE GIDEON-ANDERSON LUMBER CO. YARDS
 GD1771'AND IN THE SOUTHWEST ANGLE OF WEST FIRST STREET AND WHITE ROW
 GD1771'AVENUE.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 GD1771'PROPER, IS PAINTED SILVER, HAS A CONICAL ROOF WITH A BALL FINIAL
 GD1771'AT THE APEX, AND AN OVERALL HEIGHT OF 100 FEET.  THE POINT
 GD1771'OBSERVED UPON WAS THE BALL FINIAL AT THE APEX OF THE ROOF.
 GD1771'
 GD1771'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE WESTERN
 GD1771'SECTION OF GIDEON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1773 ***********************************************************************
 GD1773  DESIGNATION -  GIDPORT
 GD1773  PID         -  GD1773
 GD1773  STATE/COUNTY-  MO/NEW MADRID
 GD1773  USGS QUAD   -  GIDEON (1978)
 GD1773
 GD1773                         *CURRENT SURVEY CONTROL
 GD1773  ___________________________________________________________________
 GD1773* NAD 83(1997)-  36 26 52.13072(N)    089 54 33.78008(W)     ADJUSTED  
 GD1773* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GD1773  ___________________________________________________________________
 GD1773  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 GD1773  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GD1773
 GD1773  HORZ ORDER  -  THIRD
 GD1773
 GD1773.This mark is at Gideon Mem Airport (M85)
 GD1773
 GD1773.The horizontal coordinates were established by classical geodetic methods
 GD1773.and adjusted by the National Geodetic Survey in February 2000..
 GD1773
 GD1773.The orthometric height was scaled from a topographic map.
 GD1773
 GD1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1773
 GD1773.The geoid height was determined by GEOID03.
 GD1773
 GD1773;                    North         East     Units Scale Factor Converg.
 GD1773;SPC MO E     -    68,341.354   302,946.229   MT  0.99996786   +0 21 03.2
 GD1773;UTM  16      - 4,037,554.539   239,241.430   MT  1.00043783   -1 43 45.9
 GD1773
 GD1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1773!SPC MO E     -   0.99999177  x   0.99996786  =   0.99995963
 GD1773!UTM  16      -   0.99999177  x   1.00043783  =   1.00042960
 GD1773
 GD1773:                Primary Azimuth Mark                     Grid Az
 GD1773:SPC MO E     -  GIDPORT AZ MK                            010 02 32.0
 GD1773:UTM  16      -  GIDPORT AZ MK                            012 07 21.1
 GD1773
 GD1773|---------------------------------------------------------------------|
 GD1773| PID    Reference Object                     Distance      Geod. Az  |
 GD1773|                                                           dddmmss.s |
 GD1773| CG3369 GIDPORT AZ MK                                      0102335.2 |
 GD1773| CG3370 GIDPORT RM 1                         16.015 METERS 24153     |
 GD1773| GD1771 GIDEON MUNICIPAL TANK               APPROX. 1.5 KM 3020343.9 |
 GD1773| GD1770 GIDEON FLETCHER COMP CO TANK        APPROX. 1.7 KM 3033114.9 |
 GD1773| CG3371 GIDPORT RM 2                         16.290 METERS 33046     |
 GD1773|---------------------------------------------------------------------|
 GD1773
 GD1773                          SUPERSEDED SURVEY CONTROL
 GD1773
 GD1773  NAD 83(1997)-  36 26 52.13351(N)    089 54 33.78185(W) AD(       ) 3
 GD1773  NAD 83(1997)-  36 26 52.14117(N)    089 54 33.77624(W) AD(       ) 3
 GD1773  NAD 83(1986)-  36 26 52.14090(N)    089 54 33.77731(W) AD(       ) 3
 GD1773  NAD 27      -  36 26 51.92030(N)    089 54 33.45890(W) AD(       ) 3
 GD1773
 GD1773.Superseded values are not recommended for survey control.
 GD1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1773.See file dsdata.txt to determine how the superseded data were derived.
 GD1773
 GD1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3924137555(NAD 83)
 GD1773_MARKER: DS = TRIANGULATION STATION DISK
 GD1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1773+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 GD1773
 GD1773  HISTORY     - Date     Condition        Report By
 GD1773  HISTORY     - 1954     MONUMENTED       CGS
 GD1773  HISTORY     - 1969     GOOD             MOHC
 GD1773  HISTORY     - 1969     GOOD             CGS
 GD1773  HISTORY     - 20020219 GOOD             USACE
 GD1773
 GD1773                          STATION DESCRIPTION
 GD1773
 GD1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1773'THE STATION IS LOCATED ON THE GIDEON MEMORIAL AIRPORT, ABOUT 1.0 MILE
 GD1773'SOUTHEAST OF THE CENTER OF GIDEON.  IT IS ON A SMALL PLOT OF GROUND
 GD1773'THAT IS CIRCLED BY A LOOP-DRIVE, 82 FEET WEST OF THE MAIN ENTRANCE
 GD1773'TO THE AIRPORT ADMINISTRATION BUILDING, 55 FEET NORTHWEST OF THE
 GD1773'NORTH END OF A LARGE BUTANE SUPPLY TANK AND 25.5 FEET EAST OF A
 GD1773'FENCE.  THE DISK IS SET FLUSH AND IS STAMPED GIDPORT 1954.
 GD1773'
 GD1773'R.M. NO. 1 IS 16 FEET WEST OF THE CENTER OF A GRAVELED DRIVE AND 1
 GD1773'FOOT EAST OF A FENCE.  IT IS SET FLUSH AND IS STAMPED GIDPORT NO 1
 GD1773'1954.
 GD1773'
 GD1773'R.M. NO. 2 IS 81 FEET WEST OF THE NORTHWEST CORNER OF THE
 GD1773'ADMINISTRATION BUILDING AND 73 FEET SOUTHEAST OF A POWERLINE BRACE
 GD1773'POLE.  IT IS SET FLUSH AND IS STAMPED GIDPORT NO 2 1954.
 GD1773'
 GD1773'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 74.18 FEET.
 GD1773'
 GD1773'THE AZIMUTH MARK IS 66 FEET SOUTH OF THE CENTER OF COUNTY ROUTE C, 11
 GD1773'FEET WEST OF THE CENTER OF A GRAVELED DRIVE LEADING INTO THE
 GD1773'AIRPORT, AND 5 FEET SOUTHWEST OF A WEST GATE POST.  IT PROJECTS 6
 GD1773'INCHES AND IS STAMPED GIDPORT 1954.
 GD1773'
 GD1773'TO REACH THE STATION FROM THE POST OFFICE IN GIDEON GO WEST FOR 0.05
 GD1773'MILE TO THE JUNCTION WITH COUNTY ROUTE C, HERE TURN LEFT AND GO
 GD1773'SOUTH FOR 0.2 MILE TO A POINT WHERE COUNTY ROUTE TURNS TO THE EAST,
 GD1773'CONTINUE EAST ON COUNTY ROUTE C FOR 0.6 MILE TO
 GD1773'THE ENTRANCE TO
 GD1773'THE AIRPORT ON THE RIGHT, AZIMUTH MARK AS DESCRIBED 0.05
 GD1773'MILE EAST OF THIS POINT, HERE TURN RIGHT INTO THE AIRPORT AND GO
 GD1773'SOUTH FOR 0.25 MILE TO THE ADMINISTRATION BUILDING AND THE
 GD1773'STATION AS DESCRIBED.
 GD1773
 GD1773                          STATION RECOVERY (1969)
 GD1773
 GD1773'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1969
 GD1773'STATION MARK, RM 1 AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 GD1773'
 GD1773'RM 2 WAS NOT FOUND.  IT WAS RAINING WHEN TRIANGULATION WAS FOUND, SO
 GD1773'DID NOT MAKE THOROUGH SEARCH FOR RM 2.
 GD1773
 GD1773                          STATION RECOVERY (1969)
 GD1773
 GD1773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1773'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT
 GD1773'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT VISIBLE AT THE TIME OF
 GD1773'THIS RECOVERY BECAUSE OF A LARGE SELF-PROPELLED COMBINE BEING BROKE
 GD1773'DOWN ON LINE.  THE STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES
 GD1773'OBSERVED USING POSITIONED INTERSECTION STATION GIDEON, MUNICIPAL
 GD1773'WATER TANK 1954 AS THE INITIAL.  IN CHECKING THE ANGLES OBSERVED
 GD1773'BETWEEN THIS TANK AND REFERENCE MARK NO. 2 A DISCREPANCY OF - 06
 GD1773'FEET 47.2 INCHES WAS NOTED, WHILE THE ANGLE TO REFERENCE MARK NO. 1
 GD1773'CHECKED WELL WITHIN THE LIMITS.  IN CHECKING THE HORIZONTAL MEASURED
 GD1773'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND THE STATION, A
 GD1773'DISCREPANCY OF PLUS 0.12 FOOT WAS NOTED, WHILE ONLY A PLUS 0.01 OF A
 GD1773'FOOT WAS NOTED FOR REFERENCE MARK NO. 2, AND PLUS 0.02 FOOT
 GD1773'BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2.
 GD1773'THERE IS NO EVIDENCE OF ANY MOVEMENT AT ANY OF THE MARKS FOR THIS
 GD1773'STATION.
 GD1773'
 GD1773'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1773'
 GD1773'THE STATION IS LOCATED IN A SMALL, GRASSY, PLOT OF LAND WEST OF THE
 GD1773'ADMINISTRATION BUILDING OF THE GIDEON MEMORIAL AIRPORT, ABOUT 1.0
 GD1773'MILE SOUTHEAST OF THE CENTER OF GIDEON.
 GD1773'
 GD1773'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 GD1773'MAIN AVENUE AND FIRST STREET ABOUT 0.05 OF A MILE WEST OF THE NEW
 GD1773'POST OFFICE IN GIDEON, GO SOUTH ON STATE ROUTES 153 AND 162 SO. MAIN
 GD1773'AVE.  FOR 0.2 OF A MILE TO WHERE STATE ROUTE 162 TURNS SHARP LEFT,
 GD1773'EAST.  HERE TURN LEFT AND GO EASTERLY ON STATE ROUTE 162 FOR 0.55
 GD1773'OF A MILE TO A T ROAD RIGHT LEADING INTO THE GIDEON MEMORIAL
 GD1773'AIRPORT,* AND A SMALL CITY PARK IN THE SOUTHWEST ANGLE.  HERE
 GD1773'TURN RIGHT ON GRAVELED T ROAD AND GO SOUTHERLY FOR 0.25 OF A MILE
 GD1773'TO THE AIRPORT ADMINISTRATION BUILDING AND THE STATION
 GD1773'AS DESCRIBED.
 GD1773'
 GD1773'THE STATION IS 86 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF
 GD1773'THE ADMINISTRATION BUILDING, 84 FEET WEST OF THE SOUTHWEST CORNER OF
 GD1773'THE ADMINISTRATION BUILDING, 42 FEET NORTHEAST OF THE APPROXIMATE
 GD1773'CENTER OF THE WEST AIRPORT DRIVE, 38 FEET NORTH-NORTHWEST OF A
 GD1773'UTILITY POLE, 27 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE EAST
 GD1773'AIRPORT DRIVE, AND 0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND
 GD1773'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD1773'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GIDPORT
 GD1773'1954.
 GD1773'
 GD1773'REFERENCE MARK NO. 1 IS LOCATED ACROSS THE WEST AIRPORT DRIVE FROM
 GD1773'THE STATION, 106 FEET SOUTH-SOUTHEAST OF A UTILITY POLE, 64 FEET WEST
 GD1773'AND ACROSS THE DRIVE FROM A UTILITY POLE, 12 FEET SOUTHWEST OF THE
 GD1773'APPROXIMATE CENTER OF THE WEST AIRPORT DRIVE, AND AT THE EAST
 GD1773'EDGE OF A GRASSY AREA.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1773'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GD1773'GIDPORT NO 1 1954.
 GD1773'
 GD1773'REFERENCE MARK NO. 2 IS IN THE SAME GRASSY PLOT OF LAND AS THE
 GD1773'STATION MARK, 100 FEET SOUTHEAST OF THE V FORMED BY THE DRIVEWAYS,
 GD1773'80 FEET WEST OF THE NORTHWEST CORNER OF THE ADMINISTRATION BUILDING,
 GD1773'35 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE WEST AIRPORT
 GD1773'DRIVE, AND 26 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE EAST
 GD1773'AIRPORT DRIVE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 GD1773'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE
 GD1773'DISK IS STAMPED GIDPORT NO 2 1954.
 GD1773'
 GD1773'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK
 GD1773'NO.  1 AND REFERENCE MARK NO. 2 IS 74.20 FEET - 22.617 METERS.
 GD1773'
 GD1773'*THE AZIMUTH MARK IS 320 FEET EAST ALONG STATE ROUTE 162 FROM THE
 GD1773'APPROXIMATE CENTER OF THE GRAVELED T ROAD LEADING INTO THE GIDEON
 GD1773'MEMORIAL AIRPORT, 72 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GD1773'ROUTE 162, 10 FEET WEST OF THE APPROXIMATE CENTER OF A FIELD
 GD1773'DRIVE, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS
 GD1773'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD1773'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED GIDPORT
 GD1773'1954.
 GD1773'
 GD1773'GIDEON COMPRESS CO. WATER TANK WAS FORMERLY POSITIONED AS GIDEON,
 GD1773'FLETCHER COMPRESS CO. WATER TANK.  A RECOVERY NOTE BRINGING THE
 GD1773'STATION NAME TO DATE HAS BEEN SUBMITTED.
 GD1773'
 GD1773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1.0 MILE
 GD1773'SOUTHEAST OF GIDEON.
 GD1773
 GD1773                          STATION RECOVERY (2002)
 GD1773
 GD1773'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002
 GD1773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1888 ***********************************************************************
 GD1888  DESIGNATION -  GIDPORT
 GD1888  PID         -  GD1888
 GD1888  STATE/COUNTY-  MO/NEW MADRID
 GD1888  USGS QUAD   -  GIDEON (1978)
 GD1888
 GD1888                         *CURRENT SURVEY CONTROL
 GD1888  ___________________________________________________________________
 GD1888* NAD 83(1997)-  36 26 50.39241(N)    089 54 29.45808(W)     ADJUSTED  
 GD1888* NAVD 88     -        81.2    (meters)     266.     (feet)  VERTCON   
 GD1888  ___________________________________________________________________
 GD1888  X           -       8,231.636 (meters)                     COMP
 GD1888  Y           -  -5,136,702.076 (meters)                     COMP
 GD1888  Z           -   3,768,266.110 (meters)                     COMP
 GD1888  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GD1888  ELLIP HEIGHT-          52.74  (meters)          (02/17/00) GPS OBS
 GD1888  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GD1888
 GD1888  HORZ ORDER  -  THIRD
 GD1888  ELLP ORDER  -  FOURTH    CLASS I
 GD1888
 GD1888.This mark is at Gideon Mem Airport (M85)
 GD1888
 GD1888.The horizontal coordinates were established by GPS observations
 GD1888.and adjusted by the National Geodetic Survey in February 2000..
 GD1888
 GD1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1888
 GD1888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1888
 GD1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1888
 GD1888.The ellipsoidal height was determined by GPS observations
 GD1888.and is referenced to NAD 83.
 GD1888
 GD1888.The geoid height was determined by GEOID03.
 GD1888
 GD1888;                    North         East     Units Scale Factor Converg.
 GD1888;SPC MO E     -    68,288.435   303,054.184   MT  0.99996800   +0 21 05.7
 GD1888;UTM  16      - 4,037,497.709   239,347.442   MT  1.00043715   -1 43 43.2
 GD1888
 GD1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1888!SPC MO E     -   0.99999172  x   0.99996800  =   0.99995972
 GD1888!UTM  16      -   0.99999172  x   1.00043715  =   1.00042887
 GD1888
 GD1888:                Primary Azimuth Mark                     Grid Az
 GD1888:SPC MO E     -  GIDPORT AZ MK                            149 47 59.7
 GD1888:UTM  16      -  GIDPORT AZ MK                            151 52 48.6
 GD1888
 GD1888|---------------------------------------------------------------------|
 GD1888| PID    Reference Object                     Distance      Geod. Az  |
 GD1888|                                                           dddmmss.s |
 GD1888| GD1889 GIDPORT AZ MK                       APPROX. 0.8 KM 1500905.4 |
 GD1888|---------------------------------------------------------------------|
 GD1888
 GD1888                          SUPERSEDED SURVEY CONTROL
 GD1888
 GD1888  NAD 83(1997)-  36 26 50.39324(N)    089 54 29.45787(W) AD(       ) 3
 GD1888  NAD 83(1997)-  36 26 50.40191(N)    089 54 29.45812(W) AD(       ) 3
 GD1888  NAD 83(1986)-  36 26 50.40317(N)    089 54 29.45773(W) AD(       ) 3
 GD1888  NGVD 29 (07/16/90)   81.1    (m)          266.     (f) GPS OBS        
 GD1888
 GD1888.Superseded values are not recommended for survey control.
 GD1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1888.See file dsdata.txt to determine how the superseded data were derived.
 GD1888
 GD1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3934737498(NAD 83)
 GD1888_MARKER: I = METAL ROD
 GD1888_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1888_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1888_STAMPING: GIDPORT 1989
 GD1888_MARK LOGO: NGS   
 GD1888_PROJECTION: FLUSH
 GD1888_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1888+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 GD1888_ROD/PIPE-DEPTH: 38.2 meters
 GD1888_SLEEVE-DEPTH  : 0.91 meters
 GD1888
 GD1888  HISTORY     - Date     Condition        Report By
 GD1888  HISTORY     - 1989     MONUMENTED       NGS
 GD1888  HISTORY     - 19900213 GOOD
 GD1888
 GD1888                          STATION DESCRIPTION
 GD1888
 GD1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1888'THE STATION IS LOCATED ABOUT 0.96 KM (0.60 MI) SOUTHEAST OF GIDEON,
 GD1888'ABOUT 30 KM (18.65 MI) SOUTHWEST OF NEW MADRID, AT THE GIDEON MEMORIAL
 GD1888'AIRPORT.  OWNERSHIP--CITY OF GIDEON CITY HALL GIDEON, MO 63848.
 GD1888'MANAGER IS JOHN HUIE, PHONE, 314-448-3217, 314-448-3380 OR 448-3500.
 GD1888'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 153 AND STATE
 GD1888'ROUTE 162, LOCATED AT THE SOUTHEAST SECTION OF GIDEON, GO EAST ALONG
 GD1888'STATE ROUTE 162 FOR 0.88 KM (0.55 MI) TO THE AIRPORT ENTRANCE ROAD ON
 GD1888'THE RIGHT, TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD FOR 0.48 KM
 GD1888'(0.30 MI) TO A GATE, PASS THROUGH THE GATE, TURN RIGHT, SOUTHEAST ONTO
 GD1888'THE TAXIWAY AND GO 0.2 KM (0.10 MI) TO THE JUNCTION OF AN ENTRANCE
 GD1888'RAMP AND THE STATION ON THE LEFT.
 GD1888'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GD1888'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, LOCATED
 GD1888'139.3 M (457.0 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 18.0 M
 GD1888'(59.1 FT) NORTHEAST OF THE CENTER OF THE TAXIWAY, 13.6 M (44.6 FT)
 GD1888'SOUTHEAST OF THE CENTER OF THE ENTRANCE RAMP, 3.6 M (11.8 FT) EAST OF
 GD1888'THE CURVED EDGE OF THE ENTRANCE RAMP AND 0.45 M (1.5 FT) EAST OF A
 GD1888'FIBERGLASS WITNESS POST.
 GD1888'DESCRIBED BY M.L.M.
 GD1888
 GD1888                          STATION RECOVERY (1990)
 GD1888
 GD1888'RECOVERED 1990
 GD1888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1889 ***********************************************************************
 GD1889  DESIGNATION -  GIDPORT AZ MK
 GD1889  PID         -  GD1889
 GD1889  STATE/COUNTY-  MO/NEW MADRID
 GD1889  USGS QUAD   -  GIDEON (1978)
 GD1889
 GD1889                         *CURRENT SURVEY CONTROL
 GD1889  ___________________________________________________________________
 GD1889* NAD 83(1997)-  36 26 29.19016(N)    089 54 14.40023(W)     ADJUSTED  
 GD1889* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 GD1889  ___________________________________________________________________
 GD1889  X           -       8,607.279 (meters)                     COMP
 GD1889  Y           -  -5,137,089.969 (meters)                     COMP
 GD1889  Z           -   3,767,740.576 (meters)                     COMP
 GD1889  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 GD1889  ELLIP HEIGHT-          53.08  (meters)          (02/17/00) GPS OBS
 GD1889  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GD1889
 GD1889  HORZ ORDER  -  THIRD
 GD1889  ELLP ORDER  -  FOURTH    CLASS I
 GD1889
 GD1889.This mark is at Gideon Mem Airport (M85)
 GD1889
 GD1889.The horizontal coordinates were established by GPS observations
 GD1889.and adjusted by the National Geodetic Survey in February 2000..
 GD1889.No horizontal observational check was made to the station.
 GD1889
 GD1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1889
 GD1889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1889
 GD1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1889
 GD1889.The ellipsoidal height was determined by GPS observations
 GD1889.and is referenced to NAD 83.
 GD1889
 GD1889.The geoid height was determined by GEOID03.
 GD1889
 GD1889;                    North         East     Units Scale Factor Converg.
 GD1889;SPC MO E     -    67,637.234   303,433.193   MT  0.99996850   +0 21 14.5
 GD1889;UTM  16      - 4,036,832.870   239,702.731   MT  1.00043487   -1 43 33.4
 GD1889
 GD1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1889!SPC MO E     -   0.99999167  x   0.99996850  =   0.99996017
 GD1889!UTM  16      -   0.99999167  x   1.00043487  =   1.00042654
 GD1889
 GD1889:                Primary Azimuth Mark                     Grid Az
 GD1889:SPC MO E     -  GIDPORT                                  329 47 59.9
 GD1889:UTM  16      -  GIDPORT                                  331 52 47.8
 GD1889
 GD1889|---------------------------------------------------------------------|
 GD1889| PID    Reference Object                     Distance      Geod. Az  |
 GD1889|                                                           dddmmss.s |
 GD1889| GD1888 GIDPORT                             APPROX. 0.8 KM 3300914.4 |
 GD1889|---------------------------------------------------------------------|
 GD1889
 GD1889                          SUPERSEDED SURVEY CONTROL
 GD1889
 GD1889  NAD 83(1997)-  36 26 29.19099(N)    089 54 14.40002(W) AD(       ) 3
 GD1889  NAD 83(1997)-  36 26 29.19966(N)    089 54 14.40027(W) AD(       ) 3
 GD1889  NAD 83(1986)-  36 26 29.20092(N)    089 54 14.39988(W) AD(       ) 3
 GD1889  NGVD 29 (07/16/90)   81.     (m)          266.     (f) GPS OBS        
 GD1889
 GD1889.Superseded values are not recommended for survey control.
 GD1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1889.See file dsdata.txt to determine how the superseded data were derived.
 GD1889
 GD1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3970336833(NAD 83)
 GD1889_MARKER: I = METAL ROD
 GD1889_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1889_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1889_STAMPING: GIDPORT AZ MK 1989
 GD1889_MARK LOGO: NGS   
 GD1889_PROJECTION: FLUSH
 GD1889_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1889+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 GD1889_ROD/PIPE-DEPTH: 39.6 meters
 GD1889_SLEEVE-DEPTH  : 0.91 meters
 GD1889
 GD1889  HISTORY     - Date     Condition        Report By
 GD1889  HISTORY     - 1989     MONUMENTED       NGS
 GD1889  HISTORY     - 19900213 GOOD
 GD1889
 GD1889                          STATION DESCRIPTION
 GD1889
 GD1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1889'THE STATION IS LOCATED ABOUT 0.96 KM (0.60 MI) SOUTHEAST OF GIDEON,
 GD1889'ABOUT 30 KM (18.65 MI) SOUTHWEST OF NEW MADRID, AT THE GIDEON MEMORIAL
 GD1889'AIRPORT.  OWNERSHIP--CITY OF GIDEON CITY HALL GIDEON, MO 63848.
 GD1889'MANAGER IS JOHN HUIE, PHONE, 314-448-3217, 314-448-3380 OR 448-3500.
 GD1889'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 153 AND STATE
 GD1889'ROUTE 162, LOCATED AT THE SOUTHEAST SECTION OF GIDEON, GO EAST ALONG
 GD1889'STATE ROUTE 162 FOR 0.88 KM (0.55 MI) TO THE AIRPORT ENTRANCE ROAD ON
 GD1889'THE RIGHT, TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD FOR 0.48 KM
 GD1889'(0.30 MI) TO A GATE, PASS THROUGH THE GATE, TURN RIGHT, SOUTHEAST ONTO
 GD1889'THE TAXIWAY AND GO 1.0 KM (0.60 MI) TO THE JUNCTION OF AN ENTRANCE
 GD1889'RAMP AND THE STATION ON THE LEFT.
 GD1889'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GD1889'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, LOCATED
 GD1889'142.3 M (466.9 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY, 13.6 M
 GD1889'(44.6 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE RAMP, 13.2 M
 GD1889'(43.3 FT) NORTHEAST OF THE CENTER OF THE TAXIWAY, 1.2 M (3.9 FT) NORTH
 GD1889'OF THE CURVED EDGE OF THE ENTRANCE RAMP AND 0.5 M (1.6 FT) NORTH OF A
 GD1889'FIBERGLASS WITNESS POST.
 GD1889'DESCRIBED BY M.L.M.
 GD1889
 GD1889                          STATION RECOVERY (1990)
 GD1889
 GD1889'RECOVERED 1990
 GD1889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0494 ***********************************************************************
 LE0494  DESIGNATION -  GIFFORD
 LE0494  PID         -  LE0494
 LE0494  STATE/COUNTY-  MO/MACON
 LE0494  USGS QUAD   -  GIFFORD (1979)
 LE0494
 LE0494                         *CURRENT SURVEY CONTROL
 LE0494  ___________________________________________________________________
 LE0494* NAD 83(1997)-  40 01 46.72153(N)    092 42 32.80885(W)     ADJUSTED  
 LE0494* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 LE0494  ___________________________________________________________________
 LE0494  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 LE0494  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LE0494
 LE0494  HORZ ORDER  -  SECOND
 LE0494
 LE0494.The horizontal coordinates were established by classical geodetic methods
 LE0494.and adjusted by the National Geodetic Survey in February 2000..
 LE0494
 LE0494.The orthometric height was scaled from a topographic map.
 LE0494
 LE0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0494
 LE0494.The geoid height was determined by GEOID03.
 LE0494
 LE0494;                    North         East     Units Scale Factor Converg.
 LE0494;SPC MO C     -   465,760.782   482,151.893   MT  0.99993725   -0 08 04.2
 LE0494;UTM  15      - 4,431,088.040   524,819.256   MT  0.99960758   +0 11 13.5
 LE0494
 LE0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0494!SPC MO C     -   0.99996299  x   0.99993725  =   0.99990024
 LE0494!UTM  15      -   0.99996299  x   0.99960758  =   0.99957059
 LE0494
 LE0494:                Primary Azimuth Mark                     Grid Az
 LE0494:SPC MO C     -  KANSAS CITY CHICAGO AWY BN 12            060 22 02.9
 LE0494:UTM  15      -  KANSAS CITY CHICAGO AWY BN 12            060 02 45.2
 LE0494
 LE0494|---------------------------------------------------------------------|
 LE0494| PID    Reference Object                     Distance      Geod. Az  |
 LE0494|                                                           dddmmss.s |
 LE0494| LE0485 KANSAS CITY CHICAGO AWY BN 12       APPROX.16.3 KM 0601358.7 |
 LE0494| CL8583 GIFFORD AZ MK                                      1795411.3 |
 LE0494| LE0493 KANSAS CITY CHICAGO AWY BN 11       179.417 METERS 19024     |
 LE0494| CL8584 GIFFORD RM 1                         27.123 METERS 21613     |
 LE0494| LE0496 HILL                                APPROX.12.7 KM 3150448.1 |
 LE0494| CL8585 GIFFORD RM 2                         30.178 METERS 34307     |
 LE0494|---------------------------------------------------------------------|
 LE0494
 LE0494                          SUPERSEDED SURVEY CONTROL
 LE0494
 LE0494  NAD 83(1997)-  40 01 46.72303(N)    092 42 32.81379(W) AD(       ) 2
 LE0494  NAD 83(1986)-  40 01 46.72506(N)    092 42 32.81791(W) AD(       ) 2
 LE0494  NAD 27      -  40 01 46.61340(N)    092 42 32.11770(W) AD(       ) 2
 LE0494
 LE0494.Superseded values are not recommended for survey control.
 LE0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0494.See file dsdata.txt to determine how the superseded data were derived.
 LE0494
 LE0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE2481931088(NAD 83)
 LE0494_MARKER: DS = TRIANGULATION STATION DISK
 LE0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0494
 LE0494  HISTORY     - Date     Condition        Report By
 LE0494  HISTORY     - 1948     MONUMENTED       CGS
 LE0494  HISTORY     - 1967     GOOD             CGS
 LE0494
 LE0494                          STATION DESCRIPTION
 LE0494
 LE0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 LE0494'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF KIRKSVILLE, 1-1/2
 LE0494'MILES WEST OF SOUTH GIFFORD AND ABOUT 0.1 MILE NORTH OF RED 12,
 LE0494'AIRWAY BEACON 11.  IT IS NEAR THE CENTER OF THE NORTH 1/2 OF SEC.
 LE0494'8, T. 60 N., R. 16 W., ON THE ROAD RIGHT-OF-WAY, 35 FEET EAST OF
 LE0494'THE APPROXIMATE CENTERLINE OF THE ROAD AND 63 FEET NORTHEAST OF A
 LE0494'LARGE OAK TREE ALONG THE WEST SIDE OF THE ROAD THAT IS MARKED BY A
 LE0494'TRIANGLE BLAZE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISC IS
 LE0494'STAMPED GIFFORD 1948.
 LE0494'
 LE0494'REFERENCE MARK NO. 1 IS 88.99 FEET SOUTHWEST OF THE STATION, 20 FEET
 LE0494'WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 1 FOOT EAST OF THE
 LE0494'RIGHT-OF-WAY FENCE LINE AND 35 FEET SOUTH OF A LARGE OAK TREE
 LE0494'MARKED WITH A TRIANGLE BLAZE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 LE0494'THE DISC IS STAMPED GIFFORD NO 1 1948.
 LE0494'
 LE0494'REFERENCE MARK NO. 2 IS 99.01 FEET NORTHWEST OF THE STATION, 20
 LE0494'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND JUST OFF
 LE0494'THE WESTWARD CURVE IN THE ROAD.  THE MARK PROJECTS ABOUT 6 INCHES
 LE0494'AND THE DISC IS STAMPED GIFFORD NO 2 1948.
 LE0494'
 LE0494'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTH OF THE STATION, 54 FEET
 LE0494'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 39 FEET SOUTHWEST
 LE0494'OF A LARGE OAK TREE IN THE FRONT YARD AND 1/2 FOOT NORTH OF THE
 LE0494'SOUTH FENCE LINE.  THE MARK IS ABOUT 16 INCHES BELOW THE SURFACE OF
 LE0494'THE GROUND AND THE DISC IS STAMPED GIFFORD 1948.
 LE0494'
 LE0494'THE STATION WAS REACHED FROM THE CROSS-STREETS JUST WEST OF THE
 LE0494'POST OFFICE IN SOUTH GIFFORD, BY GOING WEST ON COUNTY ROUTE D FOR
 LE0494'1.05 MILES TO THE CENTER OF THE BRIDGE ACROSS THE CHARITON RIVER.
 LE0494'CONTINUE WEST AND NORTH FOR 0.65 MILE TO A T-INTERSECTION OF
 LE0494'ROADS.  TURN RIGHT OR NORTH AND GO 0.1 MILE TO THE STATION ON THE
 LE0494'RIGHT AS DESCRIBED ABOVE.
 LE0494'
 LE0494'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON DIRT ROAD FOR
 LE0494'0.1 MILE TO T-INTERSECTION OF ROADS, CONTINUE SOUTH FOR 0.1 MILE TO
 LE0494'A WHITE FARM HOUSE ON THE RIGHT AND THE MARK ALONG THE SOUTH SIDE
 LE0494'OF THE YARD AS DESCRIBED ABOVE.
 LE0494'
 LE0494'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LE0494
 LE0494                          STATION RECOVERY (1967)
 LE0494
 LE0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EEB)
 LE0494'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 LE0494'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND HAS PROBABLY BEEN
 LE0494'DESTROYED.  A NEW HOUSE HAS BEEN BUILT NEAR THE DESCRIBED LOCATION
 LE0494'OF THE AZIMUTH AND THE YARD WAS LANDSCAPED.  A NEW AZIMUTH MARK
 LE0494'COULD NOT BE ESTABLISHED AT THIS TIME AS NO OBJECTS WERE VISIBLE FROM
 LE0494'THE GROUND.
 LE0494'
 LE0494'THE ROAD PAST THE STATION HAS BEEN REBUILT AND IT NOW PASSES TO THE
 LE0494'WEST OF ALL OF THE MARKS.  R.M. NO. 1 IS ON THE EAST SHOULDER OF
 LE0494'THE HIGHWAY AND A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE
 LE0494'MARK.  R.M. NO. 2 IS ABOUT 9 FEET EAST OF ROAD BANK OF THE OLD
 LE0494'ABANDONED ROAD.
 LE0494'
 LE0494'TO REACH FROM GIFFORD, FROM THE MAIN INTERSECTION AT THE POST OFFICE,
 LE0494'GO WEST ON STATE HIGHWAY 156 FOR 1.65 MILES TO JUNCTION WITH COUNTY
 LE0494'ROUTE CC, TURN RIGHT AND GO NORTH ON ROUTE CC FOR 0.1 MILE TO
 LE0494'STATION ON RIGHT.
 LE0494'
 LE0494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES WEST OF
 LE0494'GIFFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1211 ***********************************************************************
 KD1211  DESIGNATION -  GILHAM RESET
 KD1211  PID         -  KD1211
 KD1211  STATE/COUNTY-  MO/SALINE
 KD1211  USGS QUAD   -  GRAND PASS (1978)
 KD1211
 KD1211                         *CURRENT SURVEY CONTROL
 KD1211  ___________________________________________________________________
 KD1211* NAD 83(1997)-  39 13 10.89951(N)    093 28 11.28027(W)     ADJUSTED  
 KD1211* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 KD1211  ___________________________________________________________________
 KD1211  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 KD1211  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD1211
 KD1211  HORZ ORDER  -  SECOND
 KD1211
 KD1211.The horizontal coordinates were established by classical geodetic methods
 KD1211.and adjusted by the National Geodetic Survey in February 2000..
 KD1211
 KD1211.The orthometric height was scaled from a topographic map.
 KD1211
 KD1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1211
 KD1211.The geoid height was determined by GEOID03.
 KD1211
 KD1211;                    North         East     Units Scale Factor Converg.
 KD1211;SPC MO C     -   376,267.257   416,254.896   MT  1.00001966   -0 36 47.6
 KD1211;SPC MO W     -   339,343.616   938,961.619   MT  1.00003859   +0 39 05.2
 KD1211;UTM  15      - 4,341,261.888   459,445.198   MT  0.99962025   -0 17 49.4
 KD1211
 KD1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1211!SPC MO C     -   0.99996525  x   1.00001966  =   0.99998491
 KD1211!SPC MO W     -   0.99996525  x   1.00003859  =   1.00000384
 KD1211!UTM  15      -   0.99996525  x   0.99962025  =   0.99958551
 KD1211
 KD1211|---------------------------------------------------------------------|
 KD1211| PID    Reference Object                     Distance      Geod. Az  |
 KD1211|                                                           dddmmss.s |
 KD1211| CL8587 GILHAM RM 1                          39.346 METERS 14431     |
 KD1211| KD1212 GILHAM 2                             33.275 METERS 16226     |
 KD1211| KD1213 GILHAM 2 AZ MK                      409.524 METERS 1860105.3 |
 KD1211| CL8586 GILHAM AZ MK                                       2122424.8 |
 KD1211| CL8588 GILHAM RM 2                          39.723 METERS 21511     |
 KD1211| KD1240 WAVERLY MUNICIPAL TANK              APPROX. 4.1 KM 2543434.7 |
 KD1211| KD1218 CARROLLTON MUNICIPAL TANK           APPROX.15.5 KM 3510716.8 |
 KD1211|---------------------------------------------------------------------|
 KD1211
 KD1211                          SUPERSEDED SURVEY CONTROL
 KD1211
 KD1211  NAD 83(1997)-  39 13 10.90116(N)    093 28 11.28306(W) AD(       ) 2
 KD1211  NAD 83(1986)-  39 13 10.90528(N)    093 28 11.28135(W) AD(       ) 2
 KD1211  NAD 27      -  39 13 10.83310(N)    093 28 10.52570(W) AD(       ) 2
 KD1211
 KD1211.Superseded values are not recommended for survey control.
 KD1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1211.See file dsdata.txt to determine how the superseded data were derived.
 KD1211
 KD1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5944541262(NAD 83)
 KD1211_MARKER: P = PIPE CAP
 KD1211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD1211
 KD1211  HISTORY     - Date     Condition        Report By
 KD1211  HISTORY     - 1973     MONUMENTED       NGS
 KD1211
 KD1211                          STATION DESCRIPTION
 KD1211
 KD1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KD1211'THE SUB-SURFACE STATION MARK, A TRIANGLE CHISELED ON A FLAT STONE
 KD1211'30 INCHES BELOW THE GROUND WAS FOUND IN GOOD CONDITION, REFERENCE
 KD1211'MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION
 KD1211'MARK WAS FOUND TILTED AND THE AZIMUTH MARK WAS FOUND EXPOSED AND
 KD1211'TILTED.  THE SURFACE STATION MARK WAS RESET OVER THE UNDERGROUND
 KD1211'MARK AND REINFORCED WITH CONCRETE THIS DATE.  A LONGER DISTANCE OF
 KD1211'8.30 FEET WAS MEASURED TO REFERENCE MARK 1 AND A LONGER DISTANCE
 KD1211'OF 0.30 FEET WAS MEASURED TO REFERENCE MARK 2 THIS DATE AND A
 KD1211'DIFFERENCE IN THE ANGLE BETWEEN THE REFERENCE MARKS OF 8 MINUTES 37
 KD1211'SECONDS WAS OBSERVED THIS DATE.  FOLLOWING IS A NEW DESCRIPTION
 KD1211'OF A ROUTE TO REACH THE STATION AND ADDITIONAL NOTES FOR THE MARKS.
 KD1211'
 KD1211'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 65 AND 24 AND
 KD1211'STATE HIGHWAY 240 IN THE SOUTHEAST EDGE OF WAVERLY.  GO EAST ON
 KD1211'HIGHWAYS 65 AND 240 FOR 2.3 MILES TO A GRAVELED T-ROAD LEFT.  TURN
 KD1211'LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.8 MILES TO A FORK.
 KD1211'TAKE THE RIGHT FORK AND CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR
 KD1211'0.4 MILE TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE
 KD1211'AND GO WEST FOR 0.1 MILE.  THENCE TURN RIGHT AND GO NORTH
 KD1211'FOR 0.1 MILE TO A GATE AND REFERENCE MARK 1.  PASS THROUGH
 KD1211'THE GATE AND GO NORTHWEST TO TOP OF HILL AND STATION.
 KD1211'
 KD1211'THE SURFACE STATION MARK IS A CAST IRON CAP FASTEN TO THE TOP OF A
 KD1211'4 INCH CAST IRON PIPE, REINFORCED WITH CONCRETE AND THE CAP IS
 KD1211'STAMPED RESET 1973.  THE STATION IS ON PROPERTY OWNED BY MRS.
 KD1211'REBECCA THOMAS OF WAVERLY AND FARMED BY MR. ELWAYNE HARRISON.
 KD1211'
 KD1211'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WEST END GATE POST, 1 FOOT
 KD1211'NORTH OF THE EAST-WEST FENCE, 1 FOOT EAST OF A METAL WITNESS POST
 KD1211'AND THE MARK PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 KD1211'
 KD1211'REFERENCE MARK 2 IS IN THE EAST-WEST FENCE LINE AND THE MARK
 KD1211'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 KD1211'
 KD1211'NOTE--NO TIE LINES VISIBLE THIS DATE TO ESTABLISH A NEW AZIMUTH
 KD1211'MARK.
 KD1211'
 KD1211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 KD1211'EAST-NORTHEAST OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0837 ***********************************************************************
 HC0837  DESIGNATION -  GILL
 HC0837  PID         -  HC0837
 HC0837  STATE/COUNTY-  MO/HOWELL
 HC0837  USGS QUAD   -  CLEAR SPRINGS (1987)
 HC0837
 HC0837                         *CURRENT SURVEY CONTROL
 HC0837  ___________________________________________________________________
 HC0837* NAD 83(1997)-  37 01 22.04102(N)    091 45 02.28851(W)     ADJUSTED  
 HC0837* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 HC0837  ___________________________________________________________________
 HC0837  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 HC0837  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HC0837
 HC0837  HORZ ORDER  -  SECOND
 HC0837
 HC0837.The horizontal coordinates were established by classical geodetic methods
 HC0837.and adjusted by the National Geodetic Survey in February 2000..
 HC0837
 HC0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0837
 HC0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0837
 HC0837.The geoid height was determined by GEOID03.
 HC0837
 HC0837;                    North         East     Units Scale Factor Converg.
 HC0837;SPC MO C     -   132,244.070   566,678.340   MT  0.99998808   +0 27 04.4
 HC0837;UTM  15      - 4,098,130.095   611,132.782   MT  0.99975214   +0 45 08.5
 HC0837
 HC0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0837!SPC MO C     -   0.99994728  x   0.99998808  =   0.99993536
 HC0837!UTM  15      -   0.99994728  x   0.99975214  =   0.99969943
 HC0837
 HC0837|---------------------------------------------------------------------|
 HC0837| PID    Reference Object                     Distance      Geod. Az  |
 HC0837|                                                           dddmmss.s |
 HC0837| CN6260 GILL RM 1                            25.370 METERS 07130     |
 HC0837| CN6261 GILL RM 2                            29.723 METERS 17650     |
 HC0837| HC0838 GILL AZ MK                          APPROX. 0.6 KM 2452121.0 |
 HC0837|---------------------------------------------------------------------|
 HC0837
 HC0837                          SUPERSEDED SURVEY CONTROL
 HC0837
 HC0837  NAD 83(1986)-  37 01 22.05242(N)    091 45 02.28710(W) AD(       ) 2
 HC0837  NAD 27      -  37 01 21.85873(N)    091 45 01.76459(W) AD(       ) 2
 HC0837  NGVD 29 (07/19/86)  365.5    (m)         1199.     (f) VERT ANG       
 HC0837
 HC0837.Superseded values are not recommended for survey control.
 HC0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0837.See file dsdata.txt to determine how the superseded data were derived.
 HC0837
 HC0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1113398130(NAD 83)
 HC0837_MARKER: Z = SEE DESCRIPTION
 HC0837_SETTING: 0 = UNSPECIFIED SETTING
 HC0837
 HC0837  HISTORY     - Date     Condition        Report By
 HC0837  HISTORY     - 1978     MONUMENTED       MOGS
 HC0837
 HC0837                          STATION DESCRIPTION
 HC0837
 HC0837'DESCRIBED BY MISSOURI GEODETIC SURVEY 1978 (JLO)
 HC0837'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF THE
 HC0837'HOWELL-SHANNON COUNTY LINE, 3-1/2 MILES NORTHWEST OF
 HC0837'MOUNTAIN VIEW, 1-3/4 MILES SOUTH OF THE HOWELL-TEXAS
 HC0837'COUNTY LINE, IN THE SOUTH SECTION 7, T 27 N, R 7 W AND
 HC0837'IN THE GILL CEMETERY.
 HC0837'
 HC0837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 HC0837'AND STATE ROUTE 17 IN MOUNTAIN VIEW, GO WEST ON U.S. HIGHWAY
 HC0837'60 FOR 1.7 MILES TO A PAVED COUNTY ROAD (OLD HIGHWAY 60).
 HC0837'TURN RIGHT ONTO THE PAVED COUNTY ROAD AND GO 1.0 MILE TO A
 HC0837'GRAVEL SURFACED COUNTY ROAD RUNNING NORTH.  TURN RIGHT ON THE
 HC0837'GRAVELED ROAD AND GO NORTH FOR 1.5 MILES TO THE ENTRANCE OF
 HC0837'THE GILL CEMETERY AND THE STATION ON THE LEFT.  (TO REACH THE
 HC0837'AZIMUTH MARK FROM THE ENTRANCE OF THE GILL CEMETERY , GO SOUTH
 HC0837'ON THE GRAVELED ROAD FOR 0.2 MILE TO AN INTERSECTION WITH AN
 HC0837'EAST-WEST GRAVELED ROAD.  TURN RIGHT AND GO WEST THE
 HC0837'GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT).
 HC0837'
 HC0837'THE STATION SURFACE MARK IS AN ALUMINUM MONUMENT COMPRISED OF
 HC0837'A HOLLOW PIPE, 2-3/8 INCHES IN DIAMETER WITH A BASE PLATE
 HC0837'AFFIXED TO THE BOTTOM AND A CAP, 3-1/4 INCHES IN DIAMETER
 HC0837'AFFIXED TO THE TOP WITH AN OVERALL LENGTH OF 36 INCHES.
 HC0837'CERAMIC MAGNETS ARE ATTACHED TO THE UNDERSIDE OF THE CAP AND
 HC0837'IN THE BASE PLATE.  THE CAP HAS (MISSOURI LAND SURVEY AND STATE
 HC0837'PROPERTY) INSCRIBED AROUND THE TOP AND IS STAMPED---GILL
 HC0837'1978---.  THE TOP
 HC0837'OF THE MONUMENT PROJECTS 0.3 FOOT ABOVE THE GROUND
 HC0837'SURFACE WITH A MASS OF CONCRETE PLACED AROUND THE BASE PLATE
 HC0837'AND A COLLAR OF CONCRETE PLACED AROUND THE MONUMENT ABOUT 6
 HC0837'INCHES BELOW THE CAP.  IT IS 19 FEET SOUTH OF THE
 HC0837'NORTHWEST CORNER OF THE CEMETERY, 7.75 FEET NORTHWEST OF
 HC0837'THE SOUTHWEST EDGE OF A 10X2X12 INCH CONCRETE GRAVE MARKER
 HC0837'OF LAWRENCE SELLS 6.5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 HC0837'A 12X2X12 INCH CONCRETE GRAVE MARKER OF BILLY DALE SELLS,
 HC0837'5.1 FEET NORTH NORTHWEST OF A METAL WITNESS POST AND
 HC0837'SIGN, AND 2.0 FEET EAST OF A NORTH-SOUTH FENCE.  THE
 HC0837'UNDERGROUND MARK IS A 24-INCH LONG COPPER-WELD STEEL ROD,
 HC0837'9/16 INCH DIAMETER WITH A 1-1/2 BRASS HEAD WHICH IS FITTED
 HC0837'INTO THE CENTER OF A 4-INCH SQUARE BRASS IDENTIFICATION
 HC0837'PLATE WHICH HAS THE CORNERS TURNED DOWN.  THE IDENTIFICATION
 HC0837'PLATE HAS MISSOURI STATE LAND AUTHORITY AND STATE PROPERTY
 HC0837'INSCRIBED AROUND THE TOP AND IS STAMPED---GILL 1978---.  THE
 HC0837'MARK IS SET 35 INCHES BELOW THE GROUND SURFACE.
 HC0837'
 HC0837'REFERENCE MARK 1, IS AN ALUMINUM MONUMENT OF THE SAME DESIGN
 HC0837'AND CONFIGURATION AS THE STATION MARK AND IS STAMPED---GILL
 HC0837'R.M. 1 1978---.  THE MONUMENT IS SET WITH THE CAP PROJECTING
 HC0837'0.3 FOOT ABOVE THE GROUND SURFACE AND IS LOCATED 82 FEET EAST
 HC0837'OF THE NORTHWEST CORNER OF THE CEMETERY AND 0.6 FOOT SOUTH
 HC0837'OF AND EAST-WEST FENCE.
 HC0837'
 HC0837'REFERENCE MARK 2, IS AN ALUMINUM MONUMENT OF THE SAME DESIGN
 HC0837'AND CONFIGURATION AS THE STATION MARK AND IS STAMPED---GILL
 HC0837'R.M. 2 1978---.  THE MONUMENT IS SET WITH THE CAP PROJECTING
 HC0837'0.3 FOOT ABOVE THE GROUND SURFACE AND IS LOCATED 116.5 FEET
 HC0837'SOUTH OF THE NORTHWEST CORNER OF THE CEMETERY AND 0.7 FOOT
 HC0837'EAST OF A NORTH-SOUTH FENCE.
 HC0837'
 HC0837'AZIMUTH MARK, IS AN ALUMINUM MONUMENT OF THE SAME DESIGN AND
 HC0837'CONFIGURATION AS THE STATION MARK AND IS STAMPED---GILL AZIMUTH
 HC0837'MARK 1978---.  THE MONUMENT IS PROJECTING 0.2 FOOT ABOVE THE
 HC0837'GROUND SURFACE WITH A MASS OF CONCRETE AROUND THE BASE AND A
 HC0837'CONCRETE COLLAR AROUND THE MONUMENT ABOUT 5 INCHES BELOW THE
 HC0837'CAP.  IT IS ON A HIGH BANK ON THE SOUTH SIDE OF COUNTY ROAD
 HC0837'20 FEET SOUTH OF THE ROAD CENTERLINE, 4.5 FEET WEST OF A METAL
 HC0837'WITNESS POST AND SIGN AND 1.2 FEET NORTH OF A WIRE FENCE.  A
 HC0837'NAIL AND SHINER IN A 4-INCH RED OAK IS SOUTHWEST OF THE MARK
 HC0837'9.84 FEET AND A NAIL AND SHINER IN A 6-INCH RED OAK IS
 HC0837'SOUTHWEST OF THE MARK 14.13 FEET.
 HC0837'THE UNDERGROUND MARK IS A COPPER-WELD ROD
 HC0837'AND IDENTIFICATION PLATE STAMPED---GILL AZIMUTH MARK
 HC0837'1978---, AND IS OF THE SAME DESIGN AND CONFIGURATION AS THE
 HC0837'STATION UNDERGROUND MARK AND IS SET 36 INCHES BELOW THE
 HC0837'GROUND SURFACE.
 HC0837'
 HC0837'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0838 ***********************************************************************
 HC0838  DESIGNATION -  GILL AZ MK
 HC0838  PID         -  HC0838
 HC0838  STATE/COUNTY-  MO/HOWELL
 HC0838  USGS QUAD   -  CLEAR SPRINGS (1987)
 HC0838
 HC0838                         *CURRENT SURVEY CONTROL
 HC0838  ___________________________________________________________________
 HC0838* NAD 83(1997)-  37 01 14.14920(N)    091 45 23.74019(W)     ADJUSTED  
 HC0838* NAVD 88     -       373.1    (meters)    1224.     (feet)  VERTCON   
 HC0838  ___________________________________________________________________
 HC0838  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 HC0838  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HC0838
 HC0838  HORZ ORDER  -  SECOND
 HC0838
 HC0838.The horizontal coordinates were established by classical geodetic methods
 HC0838.and adjusted by the National Geodetic Survey in February 2000..
 HC0838.No horizontal observational check was made to the station.
 HC0838
 HC0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0838
 HC0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0838
 HC0838.The geoid height was determined by GEOID03.
 HC0838
 HC0838;                    North         East     Units Scale Factor Converg.
 HC0838;SPC MO C     -   131,996.638   566,150.019   MT  0.99998722   +0 26 51.4
 HC0838;UTM  15      - 4,097,879.949   610,605.893   MT  0.99975071   +0 44 55.4
 HC0838
 HC0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0838!SPC MO C     -   0.99994610  x   0.99998722  =   0.99993332
 HC0838!UTM  15      -   0.99994610  x   0.99975071  =   0.99969682
 HC0838
 HC0838                          SUPERSEDED SURVEY CONTROL
 HC0838
 HC0838  NAD 83(1986)-  37 01 14.16061(N)    091 45 23.73878(W) AD(       ) 2
 HC0838  NAD 27      -  37 01 13.96675(N)    091 45 23.21564(W) AD(       ) 2
 HC0838  NGVD 29 (07/19/86)  373.0    (m)         1224.     (f) VERT ANG       
 HC0838
 HC0838.Superseded values are not recommended for survey control.
 HC0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0838.See file dsdata.txt to determine how the superseded data were derived.
 HC0838
 HC0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1060697880(NAD 83)
 HC0838_MARKER: Z = SEE DESCRIPTION
 HC0838_SETTING: 0 = UNSPECIFIED SETTING
 HC0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0838
 HC0838  HISTORY     - Date     Condition        Report By
 HC0838  HISTORY     - 1978     MONUMENTED       MOGS
 HC0838
 HC0838                          STATION DESCRIPTION
 HC0838
 HC0838'DESCRIBED BY MISSOURI GEODETIC SURVEY 1978 (JLO)
 HC0838'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF THE
 HC0838'HOWELL-SHANNON COUNTY LINE, 3-1/2 MILES NORTHWEST OF
 HC0838'MOUNTAIN VIEW, 1-3/4 MILES SOUTH OF THE HOWELL-TEXAS
 HC0838'COUNTY LINE, IN THE SOUTH SECTION 7, T 27 N, R 7 W.
 HC0838'
 HC0838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 HC0838'AND STATE ROUTE 17 IN MOUNTAIN VIEW, GO WEST ON U.S. HIGHWAY
 HC0838'60 FOR 1.7 MILES TO A PAVED COUNTY ROAD (OLD HIGHWAY 60).
 HC0838'TURN RIGHT ONTO THE PAVED COUNTY ROAD AND GO 1.0 MILE TO A
 HC0838'GRAVEL SURFACED COUNTY ROAD RUNNING NORTH.  TURN RIGHT ON THE
 HC0838'GRAVELED ROAD AND GO NORTH FOR 1.3 MILES TO AN
 HC0838'EAST-WEST GRAVELED ROAD.  TURN LEFT AND GO WEST THE GRAVELED
 HC0838'ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT.
 HC0838'
 HC0838'THE STATION SURFACE MARK IS AN ALUMINUM MONUMENT COMPRISED OF
 HC0838'A HOLLOW PIPE, 2-3/8 INCHES IN DIAMETER WITH A BASE PLATE
 HC0838'AFFIXED TO THE BOTTOM AND A CAP, 3-1/4 INCHES IN DIAMETER
 HC0838'AFFIXED TO THE TOP WITH AN OVERALL LENGTH OF 36 INCHES.
 HC0838'CERAMIC MAGNETS ARE ATTACHED TO THE UNDERSIDE OF THE CAP AND
 HC0838'IN THE BASE PLATE.  THE CAP HAS (MISSOURI LAND SURVEY AND STATE
 HC0838'PROPERTY) INSCRIBED AROUND THE TOP AND IS STAMPED---GILL
 HC0838'AZIMUTH MARK 1978---.  THE MONUMENT IS PROJECTING 0.2 FOOT
 HC0838'ABOVE THE GROUND SURFACE WITH A MASS OF CONCRETE AROUND THE
 HC0838'BASE AND A CONCRETE COLLAR AROUND THE MONUMENT ABOUT 5
 HC0838'INCHES BELOW THE CAP.  IT IS ON A HIGH BANK ON THE SOUTH
 HC0838'SIDE OF COUNTY ROAD 20 FEET SOUTH OF THE ROAD CENTERLINE,
 HC0838'4.5 FEET WEST OF A METAL WITNESS POST AND SIGN AND 1.2 FEET
 HC0838'NORTH OF A WIRE FENCE.  A NAIL AND SHINER IN A 4-INCH RED
 HC0838'OAK IS SOUTHWEST OF THE MARK 9.84 FEET AND A NAIL AND
 HC0838'SHINER IN A 6-INCH RED OAK IS OF THE MARK 14.13 FEET.
 HC0838'THE UNDERGROUND MARK IS A 24-INCH LONG COPPER-WELD STEEL
 HC0838'ROD, 9/16 INCH DIAMETER WITH A 1-1/2 BRASS HEAD WHICH IS
 HC0838'FITTED INTO THE CENTER OF A 4-INCH SQUARE BRASS
 HC0838'IDENTIFICATION PLATE WHICH HAS THE CORNERS TURNED DOWN.  THE
 HC0838'IDENTIFICATION PLATE HAS MISSOURI STATE LAND AUTHORITY AND
 HC0838'STATE PROPERTY INSCRIBED AROUND THE TOP AND IS STAMPED---GILL
 HC0838'AZIMUTH MARK 1978---.
 HC0838'THE MARK IS SET 36 INCHES BELOW THE GROUND SURFACE.
 HC0838'
 HC0838'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1031 ***********************************************************************
 HD1031  DESIGNATION -  GILLIS
 HD1031  PID         -  HD1031
 HD1031  STATE/COUNTY-  MO/PULASKI
 HD1031  USGS QUAD   -  WAYNESVILLE (1985)
 HD1031
 HD1031                         *CURRENT SURVEY CONTROL
 HD1031  ___________________________________________________________________
 HD1031* NAD 83(1997)-  37 51 52.60346(N)    092 08 52.18780(W)     ADJUSTED  
 HD1031* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 HD1031  ___________________________________________________________________
 HD1031  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 HD1031  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HD1031
 HD1031  HORZ ORDER  -  FIRST
 HD1031
 HD1031.The horizontal coordinates were established by classical geodetic methods
 HD1031.and adjusted by the National Geodetic Survey in February 2000..
 HD1031
 HD1031.The orthometric height was scaled from a topographic map.
 HD1031
 HD1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1031
 HD1031.The geoid height was determined by GEOID03.
 HD1031
 HD1031;                    North         East     Units Scale Factor Converg.
 HD1031;SPC MO C     -   225,464.273   530,986.726   MT  0.99994516   +0 12 58.2
 HD1031;UTM  15      - 4,191,135.778   574,956.283   MT  0.99966920   +0 31 23.1
 HD1031
 HD1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1031!SPC MO C     -   0.99995337  x   0.99994516  =   0.99989853
 HD1031!UTM  15      -   0.99995337  x   0.99966920  =   0.99962258
 HD1031
 HD1031|---------------------------------------------------------------------|
 HD1031| PID    Reference Object                     Distance      Geod. Az  |
 HD1031|                                                           dddmmss.s |
 HD1031| CN6263 GILLIS RM 1                          32.089 METERS 11948     |
 HD1031| HD1028 FORT LEONARD WOOD LOOKOUT TWR       APPROX. 5.3 KM 1483624.6 |
 HD1031| HD1033 STATE POLICE RADIO MAST             APPROX. 4.8 KM 1811137.8 |
 HD1031| HD1032 WAYNESVILLE MUNICIPAL TANK          APPROX. 6.1 KM 2193210.4 |
 HD1031| CN6264 GILLIS RM 2                          35.390 METERS 22556     |
 HD1031| HD1079 CROCKER MUNICIPAL TANK              APPROX.14.3 KM 3150621.4 |
 HD1031| CN6262 GILLIS AZ MK                                       3315833.9 |
 HD1031|---------------------------------------------------------------------|
 HD1031
 HD1031                          SUPERSEDED SURVEY CONTROL
 HD1031
 HD1031  NAD 83(1986)-  37 51 52.61693(N)    092 08 52.18600(W) AD(       ) 1
 HD1031  NAD 27      -  37 51 52.46800(N)    092 08 51.58900(W) AD(       ) 1
 HD1031
 HD1031.Superseded values are not recommended for survey control.
 HD1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1031.See file dsdata.txt to determine how the superseded data were derived.
 HD1031
 HD1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7495691136(NAD 83)
 HD1031_MARKER: DS = TRIANGULATION STATION DISK
 HD1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1031_STAMPING: GILLIS 1946
 HD1031_MARK LOGO: CGS   
 HD1031_PROJECTION: FLUSH
 HD1031_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1031+STABILITY: SURFACE MOTION
 HD1031
 HD1031  HISTORY     - Date     Condition        Report By
 HD1031  HISTORY     - 1946     MONUMENTED       CGS
 HD1031  HISTORY     - 19930624 GOOD             LOCSUR
 HD1031
 HD1031                          STATION DESCRIPTION
 HD1031
 HD1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1031'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHWEST OF WAYNESVILLE,
 HD1031'IN THE NW 1/4 OF SEC. 9, T 36 N, R 11 W, ON A TIMBERED HILL
 HD1031'BETWEEN THE GASCONADE RIVER AND GILLIS HOLLOW, 0.1 MILE NORTHEAST
 HD1031'OF FARMHOUSE, 44 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD,
 HD1031'AND 6 FEET NORTH-NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 HD1031'5 INCHES AND THE DISK IS STAMPED GILLIS 1946.
 HD1031'
 HD1031'REFERENCE MARK NO. 1 IS 105.28 FEET SOUTHEAST OF THE STATION AND
 HD1031'33 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD.  THE MARK PROJECTS
 HD1031'5 INCHES AND THE DISK IS STAMPED GILLIS NO 1 1946.
 HD1031'REFERENCE MARK NO. 2 IS 116.11 FEET SOUTHWEST OF THE STATION AND
 HD1031'17 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD.  THE MARK
 HD1031'PROJECTS 5 INCHES AND THE DISK IS STAMPED GILLIS 1946 NO 2.
 HD1031'
 HD1031'AZIMUTH MARK IS ABOUT 0.25 MILE NORTHWEST OF THE STATION, IN A
 HD1031'FARMYARD FENCE, 24 FEET SOUTH OF THE SOUTH GATE POST AND 12 FEET
 HD1031'NORTH OF THE SOUTHEAST FENCE CORNER.  THE MARK PROJECTS 3 INCHES
 HD1031'AND THE DISK IS STAMPED GILLIS 1946.
 HD1031'
 HD1031'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 HD1031'STATE HIGHWAY 17 IN THE EAST EDGE OF WAYNESVILLE, GO EASTERLY ON
 HD1031'U.S. HIGHWAY 66 FOR 3.25 MILES TO ROAD LEADING RIGHT TO FORT
 HD1031'LEONARD WOOD.  BEAR LEFT ON OLD HIGHWAY 0.15 MILE EAST OF STATE
 HD1031'POLICE RADIO STATION AND GO 0.15 MILE, THEN TURN LEFT (NORTH) ON
 HD1031'A T ROAD FOR 3.1 MILE TO A T ROAD LEFT, CONTINUE STRAIGHT AHEAD
 HD1031'FOR 0.25 MILE TO A WHITE HOUSE ON THE LEFT, HERE BEAR RIGHT ON
 HD1031'DIM TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 HD1031'
 HD1031'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON DIM
 HD1031'TRACK ROAD FOR 0.1 MILE TO MAIN ROAD, TURN RIGHT AND GO 0.25 MILE
 HD1031'TO FARM HOUSE ON THE LEFT AND AZIMUTH MARK IN THE YARD FENCE.
 HD1031'
 HD1031'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1031
 HD1031                          STATION RECOVERY (1993)
 HD1031
 HD1031'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (RLT)
 HD1031'THIS STATION IS LOCATED IN TOWNSHIP 36 N RANGE 11 W SECTION 9, TO
 HD1031'REACH THE STATION FROM THE I 44 AND HIGHWAY Y INTERSECTION AT THE
 HD1031'NORTH END OF THE FORT LEONARD WOOD SPUR, GO NORTH ON HIGHWAY Y FOR 2.9
 HD1031'MI (4.7 KM) TO A -T- ROAD ON THE LEFT ( MOSSY SPRINGS ROAD) CONTINUE
 HD1031'STRAIGHT AHEAD FOR .25 MI (0.40 KM) TO A HOUSE ON THE LEFT, PARK AT
 HD1031'THE HOUSE, THE STATION IS ABOUT 350 FT (106.7 M) NORTHEAST ALONG AN
 HD1031'OLD TRAIL ROAD AND ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0958 ***********************************************************************
 HC0958  DESIGNATION -  GIPSY
 HC0958  PID         -  HC0958
 HC0958  STATE/COUNTY-  MO/BOLLINGER
 HC0958  USGS QUAD   -  MC GEE (1963)
 HC0958
 HC0958                         *CURRENT SURVEY CONTROL
 HC0958  ___________________________________________________________________
 HC0958* NAD 83(1997)-  37 06 26.17949(N)    090 11 55.99811(W)     ADJUSTED  
 HC0958* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 HC0958  ___________________________________________________________________
 HC0958  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 HC0958  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 HC0958
 HC0958  HORZ ORDER  -  SECOND
 HC0958
 HC0958.The horizontal coordinates were established by classical geodetic methods
 HC0958.and adjusted by the National Geodetic Survey in February 2000..
 HC0958
 HC0958.The orthometric height was scaled from a topographic map.
 HC0958
 HC0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0958
 HC0958.The geoid height was determined by GEOID03.
 HC0958
 HC0958;                    North         East     Units Scale Factor Converg.
 HC0958;SPC MO E     -   141,399.128   276,763.000   MT  0.99994215   +0 10 54.0
 HC0958;UTM  15      - 4,110,444.968   748,908.553   MT  1.00036329   +1 41 26.9
 HC0958
 HC0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0958!SPC MO E     -   0.99997238  x   0.99994215  =   0.99991453
 HC0958!UTM  15      -   0.99997238  x   1.00036329  =   1.00033566
 HC0958
 HC0958|---------------------------------------------------------------------|
 HC0958| PID    Reference Object                     Distance      Geod. Az  |
 HC0958|                                                           dddmmss.s |
 HC0958| HC0960 GIPSY LOOKOUT TOWER                  25.133 METERS 00516     |
 HC0958| HC0959 ET NAW 4                             25.088 METERS 00519     |
 HC0958| CI3681 GIPSY RM 3                                         1794153.7 |
 HC0958| HC0968 LOST                                APPROX.16.6 KM 2572029.9 |
 HC0958| CI3680 GIPSY RM 1                           21.143 METERS 26248     |
 HC0958|---------------------------------------------------------------------|
 HC0958
 HC0958                          SUPERSEDED SURVEY CONTROL
 HC0958
 HC0958  NAD 83(1997)-  37 06 26.18420(N)    090 11 55.99800(W) AD(       ) 2
 HC0958  NAD 83(1986)-  37 06 26.19130(N)    090 11 55.99761(W) AD(       ) 2
 HC0958  NAD 27      -  37 06 26.00500(N)    090 11 55.62040(W) AD(       ) 2
 HC0958
 HC0958.Superseded values are not recommended for survey control.
 HC0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0958.See file dsdata.txt to determine how the superseded data were derived.
 HC0958
 HC0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB4890910445(NAD 83)
 HC0958_MARKER: DS = TRIANGULATION STATION DISK
 HC0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0958
 HC0958  HISTORY     - Date     Condition        Report By
 HC0958  HISTORY     - 1963     MONUMENTED       CGS
 HC0958
 HC0958                          STATION DESCRIPTION
 HC0958
 HC0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0958'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF ZALMA, 3
 HC0958'MILES SOUTH-SOUTHWEST OF GIPSY, IN THE WEST CENTER OF SECTION
 HC0958'8, T 28 N, R 8 E., AND ON PROPERTY OF THE STATE.  IT IS 25
 HC0958'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 73 FEET SOUTH OF
 HC0958'THE SOUTHWEST LEG OF A WOODEN LOOKOUT TOWER, 47 FEET NORTH OF
 HC0958'AN 18 INCH OAK TREE AND 55 FEET WEST OF A 20 INCH WALNUT TREE.
 HC0958'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GIPSY 1963.
 HC0958'
 HC0958'TO REACH FROM THE POST OFFICE IN GIPSY, GO EASTERLY ON COUNTY
 HC0958'ROAD E FOR 2.6 MILES TO THE JUNCTION WITH COUNTY ROAD TT.
 HC0958'TURN RIGHT AND GO SOUTHWEST AND SOUTH ON COUNTY ROAD TT FOR
 HC0958'4.35 MILES TO A SIDE ROAD RIGHT AT SIGN FIRE LOOKOUT TOWER.
 HC0958'TURN RIGHT AND GO NORTHWEST AND NORTH ON A GRAVELED ROAD
 HC0958'FOR 0.75 MILE TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE NORTH
 HC0958'ON THE GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT
 HC0958'JUST SOUTH OF AN OLD WOODEN LOOKOUT TOWER.
 HC0958'
 HC0958'REFERENCE MARK 1 IS 12 FEET SOUTH OF A 15 INCH OAK TREE, 14
 HC0958'FEET NORTHWEST OF A 12 INCH OAK TREE AND 42 FEET WEST OF THE
 HC0958'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE
 HC0958'DISK IS STAMPED GIPSY NO 1 1963.
 HC0958'
 HC0958'ET NAW 4 (USGS) IS A STANDARD GEOLOGICAL BENCH MARK DISK SET IN
 HC0958'THE TOP OF A 6 X 6 INCH CONCRETE POST FLUSH WITH THE GROUND
 HC0958'AND IS STAMPED ET NAW 4 1962.  IT IS NEAR THE APPROXIMATE CENTER
 HC0958'OF THE LOOKOUT TOWER 35 FEET SOUTH OF A 6 INCH PINE TREE, 38 FEET
 HC0958'NORTHEAST OF A 12 INCH WALNUT TREE AND 47 FEET EAST OF THE
 HC0958'CENTERLINE OF THE ROAD.
 HC0958'
 HC0958'REFERENCE MARK 3 IS 1 FOOT EAST OF A WITNESS POST, 5 FEET
 HC0958'NORTHEAST OF A 6 INCH PINE TREE AND 20 FEET EAST OF THE
 HC0958'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 4
 HC0958'INCHES AND THE DISK IS STAMPED GIPSY NO 3 1963.
 HC0958'
 HC0958'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0960 ***********************************************************************
 HC0960  DESIGNATION -  GIPSY LOOKOUT TOWER
 HC0960  PID         -  HC0960
 HC0960  STATE/COUNTY-  MO/BOLLINGER
 HC0960  USGS QUAD   -  MC GEE (1963)
 HC0960
 HC0960                         *CURRENT SURVEY CONTROL
 HC0960  ___________________________________________________________________
 HC0960* NAD 83(1997)-  37 06 26.99131(N)    090 11 55.90454(W)     ADJUSTED  
 HC0960* NAVD 88     -                                                        
 HC0960  ___________________________________________________________________
 HC0960  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 HC0960  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 HC0960
 HC0960  HORZ ORDER  -  THIRD
 HC0960
 HC0960.The horizontal coordinates were established by classical geodetic methods
 HC0960.and adjusted by the National Geodetic Survey in February 2000..
 HC0960
 HC0960
 HC0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0960
 HC0960.The geoid height was determined by GEOID03.
 HC0960
 HC0960;                    North         East     Units Scale Factor Converg.
 HC0960;SPC MO E     -   141,424.160   276,765.231   MT  0.99994216   +0 10 54.1
 HC0960;UTM  15      - 4,110,470.061   748,910.125   MT  1.00036329   +1 41 27.0
 HC0960
 HC0960                          SUPERSEDED SURVEY CONTROL
 HC0960
 HC0960  NAD 83(1997)-  37 06 26.99602(N)    090 11 55.90443(W) AD(       ) 4
 HC0960  NAD 83(1986)-  37 06 27.00313(N)    090 11 55.90404(W) AD(       ) 4
 HC0960  NAD 27      -  37 06 26.81700(N)    090 11 55.52700(W) AD(       ) 3
 HC0960
 HC0960.Superseded values are not recommended for survey control.
 HC0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0960.See file dsdata.txt to determine how the superseded data were derived.
 HC0960
 HC0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB4891010470(NAD 83)
 HC0960_MARKER: 57 = LOOKOUT TOWER
 HC0960
 HC0960  HISTORY     - Date     Condition        Report By
 HC0960  HISTORY     - 1963     FIRST OBSERVED   CGS
 HC0960
 HC0960                          STATION DESCRIPTION
 HC0960
 HC0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0960'THE STATION IS THE CENTER OF THE BASE OF THE TOWER LOCATED
 HC0960'ABOUT 7 MILES SOUTHWEST OF ZALMA, 3 MILES SOUTH-SOUTHWEST OF
 HC0960'GIPSY, IN THE WEST CENTER OF SECTION 8, T 28 N, R 8 E., AND ON
 HC0960'PROPERTY OF THE STATE.  IT IS A SELF SUPPORTED WOODEN STRUCTURE
 HC0960'WITH AN OBSERVATION CABIN AT THE TOP.  ITS OVERALL HEIGHT IS
 HC0960'ABOUT 70 FEET.
 HC0960'
 HC0960'TO REACH FROM THE POST OFFICE IN GIPSY, GO EASTERLY ON COUNTY
 HC0960'ROAD E FOR 2.6 MILES TO THE JUNCTION WITH COUNTY ROAD TT.
 HC0960'TURN RIGHT AND GO SOUTHWEST AND SOUTH ON COUNTY ROAD TT FOR
 HC0960'4.35 MILES TO A SIDE ROAD RIGHT AT SIGN FIRE LOOKOUT TOWER.
 HC0960'TURN RIGHT AND GO NORTHWEST AND NORTH ON A GRAVELED ROAD FOR
 HC0960'0.8 MILE TO THE END OF THE ROAD AND THE TOWER.
 HC0960'
 HC0960'THE WOODEN TOWER IS SUPPOSED TO BE TORN DOWN IN THE NEAR
 HC0960'FUTURE AND BE REPLACED WITH A STEEL TOWER AT A LOCATION NEAR BY.
 HC0960'
 HC0960'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GIPSY
 HC0960'THE DISTANCE BEING 82.5 FEET AND 25.13 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1744 ***********************************************************************
 HB1744  DESIGNATION -  GIRARDEAU
 HB1744  PID         -  HB1744
 HB1744  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1744  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1744
 HB1744                         *CURRENT SURVEY CONTROL
 HB1744  ___________________________________________________________________
 HB1744* NAD 83(1997)-  37 20 02.02561(N)    089 30 47.21782(W)     ADJUSTED  
 HB1744* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 HB1744  ___________________________________________________________________
 HB1744  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HB1744  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB1744
 HB1744  HORZ ORDER  -  FIRST
 HB1744
 HB1744.The horizontal coordinates were established by classical geodetic methods
 HB1744.and adjusted by the National Geodetic Survey in February 2000..
 HB1744
 HB1744.The orthometric height was scaled from a topographic map.
 HB1744
 HB1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1744
 HB1744.The geoid height was determined by GEOID03.
 HB1744
 HB1744;                    North         East     Units Scale Factor Converg.
 HB1744;SPC MO E     -   166,962.942   337,453.912   MT  1.00002751   +0 35 54.8
 HB1744;SPC IL W     -    74,243.512   757,915.201   MT  0.99998248   +0 23 46.9
 HB1744;SPC IL W     -   243,580.59  2,486,593.46   sFT  0.99998248   +0 23 46.9
 HB1744;UTM  16      - 4,134,875.910   277,355.312   MT  1.00021066   -1 31 29.0
 HB1744
 HB1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1744!SPC MO E     -   0.99997634  x   1.00002751  =   1.00000385
 HB1744!SPC IL W     -   0.99997634  x   0.99998248  =   0.99995882
 HB1744!UTM  16      -   0.99997634  x   1.00021066  =   1.00018700
 HB1744
 HB1744|---------------------------------------------------------------------|
 HB1744| PID    Reference Object                     Distance      Geod. Az  |
 HB1744|                                                           dddmmss.s |
 HB1744| CI3683 GIRARDEAU RM 1                       34.016 METERS 03208     |
 HB1744| CI3682 GIRARDEAU AZ MK                                    1644753.1 |
 HB1744| HB1741 CAPE GIRARDEAU GAS PLANT STACK      APPROX. 2.1 KM 1851846.0 |
 HB1744| HB1746 SE MO STC ADMIN BLDG DOME           APPROX. 2.8 KM 2135306.8 |
 HB1744| CI3684 GIRARDEAU RM 2                       55.309 METERS 25109     |
 HB1744| HB1745 KIES RESET                          APPROX. 9.6 KM 2582625.2 |
 HB1744|---------------------------------------------------------------------|
 HB1744
 HB1744                          SUPERSEDED SURVEY CONTROL
 HB1744
 HB1744  NAD 83(1997)-  37 20 02.02554(N)    089 30 47.21773(W) AD(       ) 1
 HB1744  NAD 83(1997)-  37 20 02.03514(N)    089 30 47.21951(W) AD(       ) 1
 HB1744  NAD 83(1986)-  37 20 02.03919(N)    089 30 47.22246(W) AD(       ) 1
 HB1744  NAD 27      -  37 20 01.85700(N)    089 30 46.88700(W) AD(       ) 1
 HB1744
 HB1744.Superseded values are not recommended for survey control.
 HB1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1744.See file dsdata.txt to determine how the superseded data were derived.
 HB1744
 HB1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7735534876(NAD 83)
 HB1744_MARKER: DS = TRIANGULATION STATION DISK
 HB1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1744
 HB1744  HISTORY     - Date     Condition        Report By
 HB1744  HISTORY     - 1938     MONUMENTED       CGS
 HB1744  HISTORY     - 1970     GOOD             NGS
 HB1744  HISTORY     - 1970     GOOD             ILHD
 HB1744  HISTORY     - 1975     GOOD             LOCENG
 HB1744  HISTORY     - 1988     GOOD             USPSQD
 HB1744
 HB1744                          STATION DESCRIPTION
 HB1744
 HB1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1744'ABOUT 2 MILES NORTH OF CAPE GIRARDEAU, IN THE NE 1/4 SEC. 29, T. 31
 HB1744'N., R. 14 E., ON LAND OWNED BY JUDGE KELSO, CAPE GIRARDEAU, ON
 HB1744'TOP OF HILL, 47 FEET NORTHEAST OF NORTHEAST CORNER OF SMALL HOUSE, 22
 HB1744'FEET SOUTH OF NORTH YARD FENCE, AND IS SET FLUSH WITH GROUND.
 HB1744'
 HB1744'TO REACH FROM CAPE GIRARDEAU, GO NORTH ON MAIN STREET FROM BROADWAY
 HB1744'FOR 0.6 MILE TO CROSS STREET, THENCE LEFT 0.05 MILE TO SIDE
 HB1744'STREET, GO RIGHT NORTH 0.9 MILE TO FORK IN PAVEMENT, TAKE LEFT FORK
 HB1744'0.35 MILE TO DIRT ROAD AT TOP OF HILL, GO RIGHT ON THIS ROAD 0.1
 HB1744'MILE TO FORK, TAKE LEFT FORK 0.15 MILE TO FORK, TAKE LEFT FORK 0.1
 HB1744'MILE TO TOP OF HILL AND HOUSE AND STATION.
 HB1744'
 HB1744'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HB1744'DISKS SET IN CONCRETE.
 HB1744'
 HB1744'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION, 55 FEET
 HB1744'NORTH-NORTHEAST OF EAST YARD FENCE, AND PROJECTS 8 INCHES.
 HB1744'REFERENCE MARK NO. 2 IS WEST OF STATION, IN EAST-WEST FENCE, 16 FEET
 HB1744'EAST OF GATE, AND PROJECTS 8 INCHES.
 HB1744'
 HB1744'AZIMUTH MARK IS SOUTHEAST OF STATION, IN SOUTHEAST CORNER OF
 HB1744'SCHOOLYARD, 45 FEET WEST OF CENTER LINE OF PAVED ROAD AND ABOUT
 HB1744'150 FEET EAST OF SCHOOL. TO REACH FROM STATION GO BACK 0.35 MILE
 HB1744'SOUTHWEST TO PAVEMENT, TURN LEFT (SOUTH) TO FORK IN PAVEMENT
 HB1744'MENTIONED IN STATION DESCRIPTION, TAKE RIGHT FORK AND GO 0.4 MILE TO
 HB1744'SCHOOLHOUSE AND MARK ON LEFT, WEST SIDE OF ROAD.
 HB1744'
 HB1744'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 HB1744
 HB1744                          STATION RECOVERY (1970)
 HB1744
 HB1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HB1744'ABOUT 2 MILES NORTH OF CAPE GIRARDEAU, IN THE N. E. 1/4 SEC. 29, T.
 HB1744'31 N., R. 14 E., ON LAND OWNED BY SOUTHEAST MISSOURI STATE
 HB1744'TEACHERS COLLEGE, CAPE GIRARDEAU, ON TOP OF HILL, 70.8 FEET N.N.W. OF
 HB1744'A 14 INCH BOX ELDER TREE WITH A BLAZE, 82.6 FEET N.E. OF AN 18
 HB1744'INCH CATLALPA TREE WITH A BLAZE, AND 3.0 FEET SOUTH OF A WITNESS
 HB1744'SIGN. THE STATION IS .2 FOOT SUB-SURFACE.
 HB1744'
 HB1744'TO REACH FROM CAPE GIRARDEAU, GO NORTH ON MAIN STREET FROM BROADWAY
 HB1744'FOR 0.6 MILE TO CROSS STREET (MASON STREET), THENCE LEFT 0.05
 HB1744'MILE TO SIDE STREET (CHESTNUT STREET), GO RIGHT, NORTH 0.9 MILE TO
 HB1744'FORK IN PAVEMENT, TAKE LEFT FORK 0.45 MILE TO SIDE ROAD RIGHT
 HB1744'(WOODSVIEW DR.), TURN RIGHT AND GO EASTERLY AND NORTHERLY 0.15 MILE
 HB1744'UP TO TOP OF HILL AND POINT WHERE DRIVE MAKES SHARP BEND LEFT.
 HB1744'PROCEED FROM HERE ON FOOT. GO RIGHT, UP HILL, FOLLOWING DIM TRAIL
 HB1744'ACROSS FENCE TO TOP OF HILL IN PASTURE--APPROXIMATELY 170
 HB1744'PACES--THENCE EASTERLY ALONG TOP OF RIDGE TO STATION AS DESCRIBED.
 HB1744'
 HB1744'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION, 160.7 FEET
 HB1744'NORTHEAST OF 14 INCH BOX ELDER TREE WITH BLAZE AND 110.0 FEET
 HB1744'NORTH-NORTHEAST OF WITNESS SIGN. REFERENCE MARK NO. 2 IS WEST OF
 HB1744'STATION, 117.0 FEET WEST-NORTHWEST OF 18 INCH CATALPA TREE WITH
 HB1744'BLAZE, 47.7 FEET SOUTHWEST FROM 30 INCH OAK TREE, AND 181.5 FEET WEST
 HB1744'OF WITNESS SIGN.
 HB1744'
 HB1744'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION BECAUSE OF
 HB1744'HOUSING CONSTRUCTION AND TREE GROWTH.
 HB1744'
 HB1744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 2 MILES NORTH OF
 HB1744'CAPE GIRARDEAU.
 HB1744
 HB1744                          STATION RECOVERY (1970)
 HB1744
 HB1744'RECOVERY NOTE BY IL HIGHWAY DEPT 1970
 HB1744'STATION MARK, R.M. 1, R.M. 2 AND AZIMUTH MARK FOUND IN GOOD
 HB1744'CONDITION.
 HB1744
 HB1744                          STATION RECOVERY (1975)
 HB1744
 HB1744'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 HB1744'STATION RECOVERED GOOD.
 HB1744'
 HB1744'THE STATION WAS LOCATED AS DESCRIBED, THE AZIMUTH MARK HAS BEEN
 HB1744'DESTROYED.  RMS NOT LOOKED FOR.  THE AREA IS HEAVILY WOODED.
 HB1744'
 HB1744'DISTANCE AND DIRECTION FROM NEAREST TOWN--AS DESCRIBED.
 HB1744
 HB1744                          STATION RECOVERY (1988)
 HB1744
 HB1744'RECOVERY NOTE BY US POWER SQUADRON 1988 (GA)
 HB1744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1490 ***********************************************************************
 KE1490  DESIGNATION -  GLADSTONE 2
 KE1490  PID         -  KE1490
 KE1490  STATE/COUNTY-  MO/JACKSON
 KE1490  USGS QUAD   -  KANSAS CITY (1991)
 KE1490
 KE1490                         *CURRENT SURVEY CONTROL
 KE1490  ___________________________________________________________________
 KE1490* NAD 83(1997)-  39 07 07.72511(N)    094 30 30.58530(W)     ADJUSTED  
 KE1490* NAVD 88     -       244.     (meters)     801.     (feet)  VERTCON   
 KE1490  ___________________________________________________________________
 KE1490  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 KE1490  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KE1490
 KE1490  HORZ ORDER  -  SECOND
 KE1490
 KE1490.The horizontal coordinates were established by classical geodetic methods
 KE1490.and adjusted by the National Geodetic Survey in February 2000..
 KE1490
 KE1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1490
 KE1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1490
 KE1490.The geoid height was determined by GEOID03.
 KE1490
 KE1490;                    North         East     Units Scale Factor Converg.
 KE1490;SPC MO W     -   327,638.815   849,265.305   MT  0.99994118   -0 00 19.3
 KE1490;UTM  15      - 4,331,044.730   369,592.325   MT  0.99980940   -0 57 06.8
 KE1490
 KE1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1490!SPC MO W     -   0.99996681  x   0.99994118  =   0.99990799
 KE1490!UTM  15      -   0.99996681  x   0.99980940  =   0.99977622
 KE1490
 KE1490:                Primary Azimuth Mark                     Grid Az
 KE1490:SPC MO W     -  ANT ON POLE WATCHHSE RR YARD             038 08 42.4
 KE1490:UTM  15      -  ANT ON POLE WATCHHSE RR YARD             039 05 29.9
 KE1490
 KE1490|---------------------------------------------------------------------|
 KE1490| PID    Reference Object                     Distance      Geod. Az  |
 KE1490|                                                           dddmmss.s |
 KE1490| CL6751 ANT ON POLE WATCHHSE RR YARD                       0380823.1 |
 KE1490|---------------------------------------------------------------------|
 KE1490
 KE1490                          SUPERSEDED SURVEY CONTROL
 KE1490
 KE1490  NAD 83(1997)-  39 07 07.72512(N)    094 30 30.58531(W) AD(       ) 2
 KE1490  NAD 83(1986)-  39 07 07.73570(N)    094 30 30.58312(W) AD(       ) 2
 KE1490  NAD 27      -  39 07 07.72838(N)    094 30 29.75425(W) AD(       ) 2
 KE1490  NGVD 29 (07/19/86)  244.     (m)          801.     (f) VERT ANG       
 KE1490
 KE1490.Superseded values are not recommended for survey control.
 KE1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1490.See file dsdata.txt to determine how the superseded data were derived.
 KE1490
 KE1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6959231045(NAD 83)
 KE1490_MARKER: DD = SURVEY DISK
 KE1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1490
 KE1490  HISTORY     - Date     Condition        Report By
 KE1490  HISTORY     - 1974     MONUMENTED       USE
 KE1490
 KE1490                          STATION DESCRIPTION
 KE1490
 KE1490'DESCRIBED BY US ENGINEERS 1974
 KE1490'JACKSON CO., MO., T-50-N, R-33-W.  ABOUT 100 FT S. AND 1450 FT
 KE1490'E. OF NW. COR. SEC. 36.  STATION LOCATED ON OVERLOOK AT EAST END
 KE1490'OF NORTH TERRACE PARK.  A C OF E DISC STAMPED GLADSTONE-2 1974,
 KE1490'SET IN TOP OF ROUND CONCRETE POST .5 FT BELOW GROUND.
 KE1490'
 KE1490'TO REACH--FROM INTERSECTION OF U.S. HWY. 24 AND STATE HWY. 269
 KE1490'(WILSON AVE.), GO NORTH .3 MILE ON STATE HWY. 269 TO BELMONT
 KE1490'BLVD.  GO NORTH ON BELMONT BLVD. .9 MILE TO END AND OVERLOOK AT
 KE1490'PARK AND STATION LOCATION.
 KE1490'
 KE1490'REFERENCES--1.56 FT NNE. TO STEEL POST AND SIGN.
 KE1490'
 KE1490'2.00 FT SSW. TO STEEL POST AND SIGN.
 KE1490'
 KE1490'28.00 FT SSW. TO NAIL IN WALK INTERSECTION.
 KE1490'
 KE1490'55.05 FT SSW. TO CHISELED ARROW IN ROCK WALL.
 KE1490'
 KE1490'88.48 FT S. TO CHISELED SQUARE ON CORNER OF ROCK WALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1440 ***********************************************************************
 KE1440  DESIGNATION -  GLADSTONE 71ST ST MUN TANK
 KE1440  PID         -  KE1440
 KE1440  STATE/COUNTY-  MO/CLAY
 KE1440  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1440
 KE1440                         *CURRENT SURVEY CONTROL
 KE1440  ___________________________________________________________________
 KE1440* NAD 83(1997)-  39 13 25.50444(N)    094 34 31.04239(W)     ADJUSTED  
 KE1440* NAVD 88     -                                                        
 KE1440  ___________________________________________________________________
 KE1440  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KE1440  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1440
 KE1440  HORZ ORDER  -  THIRD
 KE1440
 KE1440.The horizontal coordinates were established by classical geodetic methods
 KE1440.and adjusted by the National Geodetic Survey in February 2000..
 KE1440
 KE1440
 KE1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1440
 KE1440.The geoid height was determined by GEOID03.
 KE1440
 KE1440;                    North         East     Units Scale Factor Converg.
 KE1440;SPC MO W     -   339,290.960   843,498.910   MT  0.99994170   -0 02 51.4
 KE1440;UTM  15      - 4,342,789.203   364,020.108   MT  0.99982767   -0 59 46.6
 KE1440
 KE1440                          SUPERSEDED SURVEY CONTROL
 KE1440
 KE1440  NAD 83(1997)-  39 13 25.50447(N)    094 34 31.04243(W) AD(       ) 4
 KE1440  NAD 83(1986)-  39 13 25.51019(N)    094 34 31.03749(W) AD(       ) 4
 KE1440  NAD 27      -  39 13 25.50238(N)    094 34 30.19471(W) AD(       ) 3
 KE1440
 KE1440.Superseded values are not recommended for survey control.
 KE1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1440.See file dsdata.txt to determine how the superseded data were derived.
 KE1440
 KE1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6402042789(NAD 83)
 KE1440_MARKER: 53 = ELEVATED TANK
 KE1440
 KE1440  HISTORY     - Date     Condition        Report By
 KE1440  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1440  HISTORY     - 1981     GOOD             NGS
 KE1440  HISTORY     - 20020114 GOOD             NGS
 KE1440  HISTORY     - 20041126 GOOD             GEOCAC
 KE1440
 KE1440                          STATION DESCRIPTION
 KE1440
 KE1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1440'THE STATION, GLADSTONE 71ST STREET MUNICIPAL TANK, IS THE CENTER OF
 KE1440'THE TOP OF AN ELEVATED WATER TANK, PAINTED GREEN AND IS SUPPORTED BY
 KE1440'SIX ROUND LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 150 FEET, A
 KE1440'CAPACITY OF 300,000 GALLONS AND AN ENCLOSED LADDER ON THE
 KE1440'SOUTHWEST LEG.  IT IS LOCATED IN THE NORTHWEST ANGLE OF NORTHEAST
 KE1440'71ST STREET AND NORTH LOCUST STREET AND HAS GLADSTONE LETTERED ON
 KE1440'THE NORTH AND SOUTH SIDE.
 KE1440
 KE1440                          STATION RECOVERY (1981)
 KE1440
 KE1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KE1440'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 KE1440'DESCRIBED.
 KE1440
 KE1440                          STATION RECOVERY (2002)
 KE1440
 KE1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1440'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1440
 KE1440                          STATION RECOVERY (2004)
 KE1440
 KE1440'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1438 ***********************************************************************
 KE1438  DESIGNATION -  GLADSTONE ANTIOCH RD MUN TANK
 KE1438  PID         -  KE1438
 KE1438  STATE/COUNTY-  MO/CLAY
 KE1438  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1438
 KE1438                         *CURRENT SURVEY CONTROL
 KE1438  ___________________________________________________________________
 KE1438* NAD 83(1997)-  39 13 02.53736(N)    094 32 03.12778(W)     ADJUSTED  
 KE1438* NAVD 88     -                                                        
 KE1438  ___________________________________________________________________
 KE1438  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 KE1438  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE1438
 KE1438  HORZ ORDER  -  THIRD
 KE1438
 KE1438.The horizontal coordinates were established by classical geodetic methods
 KE1438.and adjusted by the National Geodetic Survey in February 2000..
 KE1438
 KE1438
 KE1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1438
 KE1438.The geoid height was determined by GEOID03.
 KE1438
 KE1438;                    North         East     Units Scale Factor Converg.
 KE1438;SPC MO W     -   338,580.581   847,046.450   MT  0.99994128   -0 01 17.8
 KE1438;UTM  15      - 4,342,020.282   367,554.978   MT  0.99981599   -0 58 12.6
 KE1438
 KE1438                          SUPERSEDED SURVEY CONTROL
 KE1438
 KE1438  NAD 83(1997)-  39 13 02.53739(N)    094 32 03.12781(W) AD(       ) 4
 KE1438  NAD 83(1986)-  39 13 02.54372(N)    094 32 03.12343(W) AD(       ) 4
 KE1438  NAD 27      -  39 13 02.53523(N)    094 32 02.28697(W) AD(       ) 3
 KE1438
 KE1438.Superseded values are not recommended for survey control.
 KE1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1438.See file dsdata.txt to determine how the superseded data were derived.
 KE1438
 KE1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6755542020(NAD 83)
 KE1438_MARKER: 53 = ELEVATED TANK
 KE1438
 KE1438  HISTORY     - Date     Condition        Report By
 KE1438  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1438  HISTORY     - 20020114 GOOD             NGS
 KE1438  HISTORY     - 20060218 GOOD             GEOCAC
 KE1438
 KE1438                          STATION DESCRIPTION
 KE1438
 KE1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1438'THE STATION, GLADSTONE ANTIOCH ROAD MUNICIPAL TANK, IS THE CENTER OF
 KE1438'THE TOP OF AN ELEVATED WATER TANK, PAINTED BLUE AND IS SUPPORTED BY
 KE1438'NINE ROUND LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT 150 FEET, A
 KE1438'CAPACITY OF 1,000,000 GALLONS AND IS 235 FEET EAST OF THE JUNCTION
 KE1438'OF NORTHEAST ANTIOCH ROAD AND NORTHEAST 68TH TERRACE.
 KE1438
 KE1438                          STATION RECOVERY (2002)
 KE1438
 KE1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1438'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1438
 KE1438                          STATION RECOVERY (2006)
 KE1438
 KE1438'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1092 ***********************************************************************
 KD1092  DESIGNATION -  GLASGOW
 KD1092  PID         -  KD1092
 KD1092  STATE/COUNTY-  MO/CHARITON
 KD1092  USGS QUAD   -  GLASGOW (1971)
 KD1092
 KD1092                         *CURRENT SURVEY CONTROL
 KD1092  ___________________________________________________________________
 KD1092* NAD 83(1997)-  39 14 13.51304(N)    092 50 50.48744(W)     ADJUSTED  
 KD1092* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 KD1092  ___________________________________________________________________
 KD1092  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 KD1092  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD1092
 KD1092  HORZ ORDER  -  SECOND
 KD1092
 KD1092.The horizontal coordinates were established by classical geodetic methods
 KD1092.and adjusted by the National Geodetic Survey in February 2000..
 KD1092
 KD1092.The orthometric height was scaled from a topographic map.
 KD1092
 KD1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1092
 KD1092.The geoid height was determined by GEOID03.
 KD1092
 KD1092;                    North         East     Units Scale Factor Converg.
 KD1092;SPC MO C     -   377,807.396   470,012.298   MT  0.99994440   -0 13 11.0
 KD1092;UTM  15      - 4,343,098.013   513,173.350   MT  0.99960214   +0 05 47.6
 KD1092
 KD1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1092!SPC MO C     -   0.99997121  x   0.99994440  =   0.99991561
 KD1092!UTM  15      -   0.99997121  x   0.99960214  =   0.99957336
 KD1092
 KD1092:                Primary Azimuth Mark                     Grid Az
 KD1092:SPC MO C     -  GLASGOW AZ MK                            055 40 47.6
 KD1092:UTM  15      -  GLASGOW AZ MK                            055 21 49.0
 KD1092
 KD1092|---------------------------------------------------------------------|
 KD1092| PID    Reference Object                     Distance      Geod. Az  |
 KD1092|                                                           dddmmss.s |
 KD1092| CL8595 GLASGOW AZ MK                                      0552736.6 |
 KD1092| CL8597 GLASGOW RM 1                         38.545 METERS 05843     |
 KD1092| CL8598 GLASGOW RM 2                         72.308 METERS 05844     |
 KD1092| CL8599 GLASGOW RM 3                         25.427 METERS 06703     |
 KD1092| CL8596 GLASGOW AZ MK 2                                    1080937.1 |
 KD1092| KD1090 GLASGOW ST MARYS CATH CH SPIRE      APPROX. 1.4 KM 1732351.5 |
 KD1092|---------------------------------------------------------------------|
 KD1092
 KD1092                          SUPERSEDED SURVEY CONTROL
 KD1092
 KD1092  NAD 83(1986)-  39 14 13.51877(N)    092 50 50.49262(W) AD(       ) 2
 KD1092  NAD 27      -  39 14 13.42520(N)    092 50 49.83330(W) AD(       ) 2
 KD1092
 KD1092.Superseded values are not recommended for survey control.
 KD1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1092.See file dsdata.txt to determine how the superseded data were derived.
 KD1092
 KD1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD1317343098(NAD 83)
 KD1092_MARKER: P = PIPE CAP
 KD1092_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD1092_STAMPING: GLASGOW 1880
 KD1092_MARK LOGO: MORC  
 KD1092_PROJECTION: FLUSH
 KD1092_MAGNETIC: I = MARKER IS A STEEL ROD
 KD1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1092
 KD1092  HISTORY     - Date     Condition        Report By
 KD1092  HISTORY     - 1949     MONUMENTED       MORC
 KD1092  HISTORY     - 1955     GOOD             USGS
 KD1092  HISTORY     - 1968     GOOD             CGS
 KD1092  HISTORY     - 19940110 GOOD             LOCSUR
 KD1092
 KD1092                          STATION DESCRIPTION
 KD1092
 KD1092'DESCRIBED BY MISSOURI RIVER COMMISSION 1949 (MEW)
 KD1092'STATION IS LOCATED ABOUT 3/4 OF A MILE NORTH OF GLASGOW ON THE
 KD1092'WEST END OF A NARROW RIDGE OVERLOOKING THE MISSOURI RIVER.  THE
 KD1092'MARK IS MISSOURI RIVER COMMISSION MARK WHICH IS A 2 INCH IRON
 KD1092'PIPE SURROUNDED BY CONCRETE AND PROJECTS ABOUT 2 INCHES.
 KD1092'INSCRIBED IN THE CONCRETE IS GLASGOW 1880 9/5/30.
 KD1092'
 KD1092'REFERENCE MARK NO. 1 IS ON THE NORTH EDGE OF THE RIDGE.  THE
 KD1092'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED GLASCOW MO.
 KD1092'RC NO 1 1949.
 KD1092'
 KD1092'REFERENCE MARK NO. 2 IS ON THE NORTH EDGE OF THE RIDGE.  THE
 KD1092'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GLASCOW MO.
 KD1092'RC NO 2 1949.
 KD1092'
 KD1092'AZIMUTH MARK IS 38 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 KD1092'STATE HIGHWAY 5, 8.5 FEET SOUTH OF A POWER POLE AND 3 FEET SOUTH
 KD1092'SOUTHWEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 KD1092'THE DISK IS STAMPED GLASCOW 1949.
 KD1092'
 KD1092'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 5 AND 240 IN THE
 KD1092'NORTH EDGE OF GLASGOW GO NORTH ON STATE HIGHWAY 5 FOR 0.8 MILE
 KD1092'TO A DRIVEWAY ON THE LEFT OR WEST SIDE OF ROAD.  FOLLOW DRIVEWAY
 KD1092'WEST UP RIDGE TO FARM.  PACK SOUTH AND SOUTHWEST ALONG RIDGE FOR
 KD1092'ABOUT 0.2 MILE TO STATION AS DESCRIBED.  IN DRY WEATHER IT IS
 KD1092'POSSIBLE TO DRIVE A TRUCK TO STATION.  TO REACH AZIMUTH MARK
 KD1092'FROM POINT WHERE DRIVEWAY LEAVES HIGHWAY CONTINUE NORTH ON STATE
 KD1092'HIGHWAY 5 FOR 0.05 MILE TO AZIMUTH MARK ON LEFT OR WEST
 KD1092'SIDE OF HIGHWAY AS DESCRIBED.
 KD1092'
 KD1092'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KD1092
 KD1092                          STATION RECOVERY (1955)
 KD1092
 KD1092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KD1092'REFERENCE MARK NO. 2 WAS DESTROYED.
 KD1092'
 KD1092'THE AZIMUTH MARK WAS NOT VISIBLE FROM STATION, NEW HOUSE
 KD1092'CONSTRUCTED.
 KD1092
 KD1092                          STATION RECOVERY (1968)
 KD1092
 KD1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KD1092'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 KD1092'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 KD1092'WAS FOUND DISPLACED.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 KD1092'STATION BECAUSE A HOUSE WAS BUILT ON LINE, THIS MARK WAS LEFT IN
 KD1092'PLACE.  CLEARING IS REQUIRED TO MAKE REFERENCE MARK NO. 1 VISIBLE
 KD1092'FROM THE STATION, ANGLE OR DISTANCE WAS NOT CHECKED TO THIS
 KD1092'MARK.
 KD1092'
 KD1092'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WAS SET.
 KD1092'
 KD1092'FOLLOWING IS A NEW DESCRIPTION.
 KD1092'
 KD1092'STATION IS LOCATED ABOUT 3/4 MILE NORTH OF GLASGOW, ON THE WEST
 KD1092'END OF A NARROW RIDGE OVERLOOKING THE MISSOURI RIVER.
 KD1092'
 KD1092'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND
 KD1092'240 WHICH IS NORTHEAST OF THE BUSINESS DISTRICT IN GLASGOW, GO
 KD1092'NORTH ON STATE HIGHWAY 5 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 KD1092'RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 5 FOR 0.1 MILE TO A
 KD1092'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO WEST ON THE DRIVEWAY
 KD1092'FOR 0.1 MILE TO A HOUSE AND THE END OF TRUCK TRAVEL.  PACK
 KD1092'SOUTHWEST AROUND HOUSE AND FOLLOW PATH FOR ABOUT 0.1 MILE TO
 KD1092'TOP OF RIDGE TO A POINT OVERLOOKING THE MISSOURI RIVER AND THE
 KD1092'STATION.
 KD1092'
 KD1092'STATION MARK IS A MISSOURI RIVER COMMISSION MARK WHICH IS A 2
 KD1092'INCH IRON PIPE SURROUNDED BY CONCRETE AND PROJECTS ABOUT 2
 KD1092'INCHES.  INSCRIBED IN THE CONCRETE IS GLASGOW 1880 9/5/30.
 KD1092'
 KD1092'REFERENCE MARK NO. 1 IS 126.46 FEET, 38.545 METERS NORTHEAST OF
 KD1092'THE STATION.  IT IS A STANDARD DISK STAMPED GLASGOW MO. RC NO.
 KD1092'1 1949, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 KD1092'INCHES.  IT IS ON THE NORTH EDGE OF THE RIDGE.
 KD1092'
 KD1092'REFERENCE MARK NO. 3 IS 83.42 FEET, 25.427 METERS NORTHEAST OF
 KD1092'THE STATION.  IT IS A STANDARD DISK STAMPED GLASGOW MO. RC 1949
 KD1092'NO. 3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 KD1092'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ON THE SOUTH SIDE OF
 KD1092'RIDGE AND TRAIL.
 KD1092'
 KD1092'AZIMUTH MARK, A STANDARD DISK STAMPED GLASGOW MORC 1949 1968, IS
 KD1092'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 KD1092'SURFACE OF THE GROUND.  IT IS 39.5 FEET EAST OF THE CENTER OF
 KD1092'STATE HIGHWAY 5, 5 FEET NORTH OF A TELEPHONE POLE, AND 1.5 FEET
 KD1092'SOUTH OF A METAL WITNESS POST.
 KD1092'
 KD1092'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3/4 MILE
 KD1092'NORTH OF GLASGOW.
 KD1092
 KD1092                          STATION RECOVERY (1994)
 KD1092
 KD1092'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1994 (DK)
 KD1092'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1090 ***********************************************************************
 KD1090  DESIGNATION -  GLASGOW ST MARYS CATH CH SPIRE
 KD1090  PID         -  KD1090
 KD1090  STATE/COUNTY-  MO/HOWARD
 KD1090  USGS QUAD   -  GLASGOW (1971)
 KD1090
 KD1090                         *CURRENT SURVEY CONTROL
 KD1090  ___________________________________________________________________
 KD1090* NAD 83(1997)-  39 13 28.76216(N)    092 50 43.82804(W)     ADJUSTED  
 KD1090* NAVD 88     -                                                        
 KD1090  ___________________________________________________________________
 KD1090  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KD1090  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD1090
 KD1090  HORZ ORDER  -  THIRD
 KD1090
 KD1090.The horizontal coordinates were established by classical geodetic methods
 KD1090.and adjusted by the National Geodetic Survey in February 2000..
 KD1090
 KD1090
 KD1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1090
 KD1090.The geoid height was determined by GEOID03.
 KD1090
 KD1090;                    North         East     Units Scale Factor Converg.
 KD1090;SPC MO C     -   376,426.806   470,166.733   MT  0.99994429   -0 13 06.6
 KD1090;UTM  15      - 4,341,718.769   513,335.347   MT  0.99960219   +0 05 51.7
 KD1090
 KD1090                          SUPERSEDED SURVEY CONTROL
 KD1090
 KD1090  NAD 83(1986)-  39 13 28.76824(N)    092 50 43.83314(W) AD(       ) 4
 KD1090  NAD 27      -  39 13 28.67300(N)    092 50 43.17400(W) AD(       ) 3
 KD1090
 KD1090.Superseded values are not recommended for survey control.
 KD1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1090.See file dsdata.txt to determine how the superseded data were derived.
 KD1090
 KD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD1333541719(NAD 83)
 KD1090_MARKER: 90 = CHURCH SPIRE
 KD1090
 KD1090  HISTORY     - Date     Condition        Report By
 KD1090  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1090  HISTORY     - 1990     GOOD             USPSQD
 KD1090
 KD1090                          STATION DESCRIPTION
 KD1090
 KD1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1090'THIS IS AN INTERSECTION STATION.
 KD1090'
 KD1090'THIS STATION IS LOCATED ABOUT 2 BLOCKS NORTH OF THE DEPOT
 KD1090'IN GLASGOW.  IT IS A WOODEN STEEPLE SET ON TOP OF A LARGE
 KD1090'BRICK STRUCTURE, AND IS ABOUT 120 FEET HIGH.
 KD1090'
 KD1090'THE POINT INTERSECTED WAS A WHITE CROSS SET ON TOP OF THE STEEPLE.
 KD1090
 KD1090                          STATION RECOVERY (1990)
 KD1090
 KD1090'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1695 ***********************************************************************
 GD1695  DESIGNATION -  GLASS
 GD1695  PID         -  GD1695
 GD1695  STATE/COUNTY-  MO/PEMISCOT
 GD1695  USGS QUAD   -  STANLEY (1971)
 GD1695
 GD1695                         *CURRENT SURVEY CONTROL
 GD1695  ___________________________________________________________________
 GD1695* NAD 83(1997)-  36 16 29.32317(N)    089 42 25.78442(W)     ADJUSTED  
 GD1695* NAVD 88     -        89.0    (meters)     292.     (feet)  VERTCON   
 GD1695  ___________________________________________________________________
 GD1695  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 GD1695  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GD1695
 GD1695  HORZ ORDER  -  FIRST
 GD1695
 GD1695.The horizontal coordinates were established by classical geodetic methods
 GD1695.and adjusted by the National Geodetic Survey in February 2000..
 GD1695
 GD1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1695
 GD1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1695
 GD1695.The geoid height was determined by GEOID03.
 GD1695
 GD1695;                    North         East     Units Scale Factor Converg.
 GD1695;SPC MO E     -    49,274.814   321,232.268   MT  0.99999583   +0 28 08.8
 GD1695;UTM  16      - 4,017,830.198   256,831.853   MT  1.00032862   -1 36 09.0
 GD1695
 GD1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1695!SPC MO E     -   0.99999050  x   0.99999583  =   0.99998633
 GD1695!UTM  16      -   0.99999050  x   1.00032862  =   1.00031912
 GD1695
 GD1695|---------------------------------------------------------------------|
 GD1695| PID    Reference Object                     Distance      Geod. Az  |
 GD1695|                                                           dddmmss.s |
 GD1695| CG3384 GLASS RM 1                           26.364 METERS 00943     |
 GD1695| GD1694 GLASS RM 2                           36.459 METERS 17050     |
 GD1695| GD1693 GLASS AZ MK                         APPROX. 0.9 KM 1705021.5 |
 GD1695|---------------------------------------------------------------------|
 GD1695
 GD1695                          SUPERSEDED SURVEY CONTROL
 GD1695
 GD1695  NAD 83(1997)-  36 16 29.32369(N)    089 42 25.78439(W) AD(       ) 1
 GD1695  NAD 83(1997)-  36 16 29.32892(N)    089 42 25.78286(W) AD(       ) 1
 GD1695  NAD 83(1997)-  36 16 29.32813(N)    089 42 25.78154(W) AD(       ) 1
 GD1695  NAD 83(1986)-  36 16 29.33422(N)    089 42 25.78242(W) AD(       ) 1
 GD1695  NAD 27      -  36 16 29.09206(N)    089 42 25.49285(W) AD(       ) 1
 GD1695  NGVD 29 (07/19/86)   88.9    (m)          292.     (f) VERT ANG       
 GD1695
 GD1695.Superseded values are not recommended for survey control.
 GD1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1695.See file dsdata.txt to determine how the superseded data were derived.
 GD1695
 GD1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5683217830(NAD 83)
 GD1695_MARKER: DD = SURVEY DISK
 GD1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1695+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2004
 GD1695
 GD1695  HISTORY     - Date     Condition        Report By
 GD1695  HISTORY     - 1977     MONUMENTED       NGS
 GD1695  HISTORY     - 20040212 GOOD             USACE
 GD1695
 GD1695                          STATION DESCRIPTION
 GD1695
 GD1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1695'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTH-NORTHEAST
 GD1695'OF THE SMALL TOWN OF HAYTI AND 8 MILES SOUTH OF
 GD1695'PORTAGEVILLE, MISSOURI IN SECTION 24, T19N, R12E, ON THE TOP
 GD1695'OF A LEVEE OWNED BY THE SAINT FRANCIS LEVEE DISTRICT OF
 GD1695'CARUTHERSVILLE, MISSOURI.
 GD1695'
 GD1695'TO REACH THE STATION FROM JUNCTION OF INTERSTATE HIGHWAY 55
 GD1695'AND STATE ROUTES BB, AND AK, ABOUT 5 MILES SOUTH OF PORTAGEVILLE
 GD1695'GO EAST ON STATE ROUTE BB FOR 0.15 MILES TO WHERE BB TURNS
 GD1695'RIGHT.  TURN RIGHT AND GO SOUTH ALONG THE EAST SIDE OF
 GD1695'INTERSTATE HIGHWAY 55 FOR 1.05 MILES TO A PAVED ROAD LEFT.
 GD1695'CONTINUE SOUTH ON OUTER ROAD FOR 2.55 MILES TO A PAVED SIDE
 GD1695'ROAD RIGHT AT INTERSTATE HIGHWAY 55 OVERPASS.  CONTINUE
 GD1695'STRAIGHT AHEAD, SOUTH, ON OUTER ROAD FOR 0.55 MILE TO A GRAVEL
 GD1695'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.2
 GD1695'MILE TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD, EAST, ON
 GD1695'DIRT ROAD FOR 0.15 MILE TO THE TOP OF THE LEVEE AND A
 GD1695'REVERSE FORK ON THE RIGHT.  TURN SHARP RIGHT, AND GO SOUTH
 GD1695'ACROSS A CATTLE GUARD ALONG THE TOP OF THE LEVEE
 GD1695'FOR 0.85 MILE TO A DIRT CROSSROAD.  CONTINUE SOUTH ALONG
 GD1695'TOP OF THE LEVEE FOR 0.45 MILE TO THE
 GD1695'STATION ON THE RIGHT AT A WIDE SPOT ON THE
 GD1695'LEVEE.
 GD1695'
 GD1695'THE STATION MARKS, STAMPED---GLASS 1977---, ARE STANDARD
 GD1695'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 GD1695'ROUND CYLINDRICAL CONCRETE
 GD1695'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 GD1695'IT IS 4.6 FEET SOUTHEAST OF A METAL WITNESS POST, 17 FEET
 GD1695'WEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, AND 91 FEET
 GD1695'EAST OF A FENCELINE. IT IS LOCATED IN THE CENTER OF A TRACK
 GD1695'ROAD WHICH IS INTERSECTING THE LEVEE. THE UNDERGROUND DISK
 GD1695'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 GD1695'42 INCHES BELOW THE GROUND SURFACE.
 GD1695'
 GD1695'REFERENCE MARK 1, STAMPED---GLASS NO 1 1977---, IS A STANDARD
 GD1695'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 GD1695'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 GD1695'3 FEET SOUTH OF A METAL WITNESS POST, 11 FEET WEST OF THE
 GD1695'APPROXIMATE CENTER OF THE LEVEE ROAD, AND 85 FEET EAST OF A
 GD1695'FENCELINE.
 GD1695'
 GD1695'REFERENCE MARK 2, STAMPED---GLASS NO 2 1977---, IS A STANDARD
 GD1695'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1695'MONUMENT THAT PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS
 GD1695'3 FEET NORTHWEST OF A METAL WITNESS POST, 14 FEET EAST OF THE
 GD1695'APPROXIMATE CENTER OF THE LEVEE ROAD, AND 15 FEET SOUTH OF A
 GD1695'TRACK ROAD WHICH IS INTERSECTING THE LEVEE.
 GD1695'
 GD1695'THE AZIMUTH MARK, STAMPED---GLASS 1977---, IS A STANDARD
 GD1695'DISK SET IN THE TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT
 GD1695'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2.9 FEET
 GD1695'NORTH-NORTHWEST OF A METAL WITNESS POST, 13.6 FEET
 GD1695'SOUTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE
 GD1695'ROAD, AND 96 FEET EAST-NORTHEAST OF A FENCELINE.
 GD1695'
 GD1695'BENCH MARK K 273, STAMPED---K 273 1976---, IS A STANDARD
 GD1695'BENCH MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD THAT IS
 GD1695'FLUSH WITH THE GROUND SURFACE.  IT IS 16 FEET WEST-NORTHWEST
 GD1695'OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, 2 FEET
 GD1695'NORTHEAST OF A CONCRETE MILEPOST MARKER NUMBER 22/23, AND
 GD1695'1 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 GD1695'THE MARK IS SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.
 GD1695'
 GD1695'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 GD1695'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK.
 GD1695'HEIGHT OF THE LIGHT ABOVE THE MARK WAS 30.3 METERS.
 GD1695
 GD1695                          STATION RECOVERY (2004)
 GD1695
 GD1695'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0946 ***********************************************************************
 GE0946  DESIGNATION -  GLENNON
 GE0946  PID         -  GE0946
 GE0946  STATE/COUNTY-  MO/DUNKLIN
 GE0946  USGS QUAD   -  GLENNONVILLE (1983)
 GE0946
 GE0946                         *CURRENT SURVEY CONTROL
 GE0946  ___________________________________________________________________
 GE0946* NAD 83(1997)-  36 34 22.54997(N)    090 09 40.19702(W)     ADJUSTED  
 GE0946* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 GE0946  ___________________________________________________________________
 GE0946  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 GE0946  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GE0946
 GE0946  HORZ ORDER  -  SECOND
 GE0946
 GE0946.The horizontal coordinates were established by classical geodetic methods
 GE0946.and adjusted by the National Geodetic Survey in February 2000..
 GE0946
 GE0946.The orthometric height was scaled from a topographic map.
 GE0946
 GE0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0946
 GE0946.The geoid height was determined by GEOID03.
 GE0946
 GE0946;                    North         East     Units Scale Factor Converg.
 GE0946;SPC MO E     -    82,115.719   280,326.062   MT  0.99994466   +0 12 06.8
 GE0946;SPC AR N     -   250,018.352   564,592.936   MT  1.00008480   +1 04 12.1
 GE0946;SPC AR N     -   820,268.54  1,852,335.32   sFT  1.00008480   +1 04 12.1
 GE0946;UTM  15      - 4,051,249.345   754,024.315   MT  1.00039508   +1 41 32.7
 GE0946
 GE0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0946!SPC MO E     -   0.99998961  x   0.99994466  =   0.99993428
 GE0946!SPC AR N     -   0.99998961  x   1.00008480  =   1.00007441
 GE0946!UTM  15      -   0.99998961  x   1.00039508  =   1.00038469
 GE0946
 GE0946|---------------------------------------------------------------------|
 GE0946| PID    Reference Object                     Distance      Geod. Az  |
 GE0946|                                                           dddmmss.s |
 GE0946| GE0947 GLENNON 2                            38.283 METERS 00649     |
 GE0946| GE0948 P 6 45                               22.677 METERS 05201     |
 GE0946| CI3696 GLENNON RM 2                         31.306 METERS 15808     |
 GE0946| CI3695 GLENNON AZ MK                                      1864905.7 |
 GE0946|---------------------------------------------------------------------|
 GE0946
 GE0946                          SUPERSEDED SURVEY CONTROL
 GE0946
 GE0946  NAD 83(1997)-  36 34 22.55263(N)    090 09 40.19849(W) AD(       ) 2
 GE0946  NAD 83(1997)-  36 34 22.55513(N)    090 09 40.19522(W) AD(       ) 2
 GE0946  NAD 83(1986)-  36 34 22.55850(N)    090 09 40.19551(W) AD(       ) 2
 GE0946  NAD 27      -  36 34 22.35320(N)    090 09 39.83790(W) AD(       ) 2
 GE0946
 GE0946.Superseded values are not recommended for survey control.
 GE0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0946.See file dsdata.txt to determine how the superseded data were derived.
 GE0946
 GE0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5402451249(NAD 83)
 GE0946_MARKER: DS = TRIANGULATION STATION DISK
 GE0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0946
 GE0946  HISTORY     - Date     Condition        Report By
 GE0946  HISTORY     - 1954     MONUMENTED       CGS
 GE0946  HISTORY     - 1965     GOOD             CGS
 GE0946
 GE0946                          STATION DESCRIPTION
 GE0946
 GE0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0946'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF CAMPBELL
 GE0946'IN A TRIANGLE FORMED BY COUNTY ROAD J AND A GRAVEL ROAD TO THE
 GE0946'SOUTH.  THE STATION MARK IS 80 FEET SOUTH OF THE CENTER OF
 GE0946'COUNTY ROAD J, 63 FEET SOUTHEAST OF A HIGH LINE POLE, 63
 GE0946'FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 5 FEET NORTH
 GE0946'OF A WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED
 GE0946'GLENNON 1954.
 GE0946'
 GE0946'A STANDARD U.S. ENGINEER DEPARTMENT DISK SET IN THE TOP OF A ROUND
 GE0946'CONCRETE POST 45 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 GE0946'AND 35 FEET SOUTH OF THE CENTER OF COUNTY ROAD J WAS USED
 GE0946'FOR REFERENCE MARK NUMBER 1.  THE CONCRETE POST PROJECTS
 GE0946'2 INCHES AND THE DISK IS STAMPED P. L. 45.
 GE0946'
 GE0946'REFERENCE MARK NO. 2 IS 33 FEET EAST OF THE CENTER OF THE
 GE0946'GRAVELED ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 GE0946'
 GE0946'THE AZIMUTH MARK IS 48 FEET NORTH OF THE CENTER OF STATE
 GE0946'HIGHWAY 53, 2-1/2 FEET EAST OF A WITNESS POST AND 1 FOOT EAST
 GE0946'OF A TELEPHONE POLE.  IT PROJECTS 4 INCHES AND IS STAMPED GLENNON
 GE0946'1954.
 GE0946'
 GE0946'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL GO
 GE0946'NORTH ON THE MAIN STREET FOR 0.5 MILE TO THE JUNCTION WITH
 GE0946'STATE HIGHWAY 53, TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY
 GE0946'53 FOR 6.6 MILES TO A FORK, TAKE RIGHT FORK, LEAVING THE
 GE0946'HIGHWAY, AND GO NORTHERLY FOR 0.8 MILE TO THE STATION.
 GE0946'
 GE0946'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY ON
 GE0946'THE GRAVELED ROAD FOR 0.8 MILE TO THE JUNCTION WITH STATE
 GE0946'HIGHWAY 53, TURN RIGHT AND GO NORTHWEST ON STATE HIGHWAY
 GE0946'53 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GE0946'
 GE0946'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE0946
 GE0946                          STATION RECOVERY (1965)
 GE0946
 GE0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 GE0946'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GE0946'CONDITION.  A REQUEST WAS RECEIVED FROM THE MISSOURI HIGHWAY
 GE0946'DEPARTMENT TO MOVE THE STATION MARK OUT OF THE WAY OF
 GE0946'CONSTRUCTION.  IT WAS FOUND THAT R.M. NO. 1 WAS ALSO IN
 GE0946'THE WAY OF FARMING OPERATIONS.
 GE0946'
 GE0946'A NEW STATION WAS ESTABLISHED IN THE IMMEDIATE VICINITY.
 GE0946'FOR DETAILS SEE DESCRIPTION FOR GLENNON 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0947 ***********************************************************************
 GE0947  DESIGNATION -  GLENNON 2
 GE0947  PID         -  GE0947
 GE0947  STATE/COUNTY-  MO/DUNKLIN
 GE0947  USGS QUAD   -  GLENNONVILLE (1983)
 GE0947
 GE0947                         *CURRENT SURVEY CONTROL
 GE0947  ___________________________________________________________________
 GE0947* NAD 83(1997)-  36 34 23.78314(N)    090 09 40.01421(W)     ADJUSTED  
 GE0947* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 GE0947  ___________________________________________________________________
 GE0947  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 GE0947  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GE0947
 GE0947  HORZ ORDER  -  THIRD
 GE0947
 GE0947.The horizontal coordinates were established by classical geodetic methods
 GE0947.and adjusted by the National Geodetic Survey in February 2000..
 GE0947.No horizontal observational check was made to the station.
 GE0947
 GE0947.The orthometric height was scaled from a topographic map.
 GE0947
 GE0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0947
 GE0947.The geoid height was determined by GEOID03.
 GE0947
 GE0947;                    North         East     Units Scale Factor Converg.
 GE0947;SPC MO E     -    82,153.745   280,330.473   MT  0.99994466   +0 12 06.9
 GE0947;SPC AR N     -   250,056.446   564,596.771   MT  1.00008490   +1 04 12.2
 GE0947;SPC AR N     -   820,393.52  1,852,347.91   sFT  1.00008490   +1 04 12.2
 GE0947;UTM  15      - 4,051,287.490   754,027.737   MT  1.00039510   +1 41 32.8
 GE0947
 GE0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0947!SPC MO E     -   0.99998961  x   0.99994466  =   0.99993428
 GE0947!SPC AR N     -   0.99998961  x   1.00008490  =   1.00007451
 GE0947!UTM  15      -   0.99998961  x   1.00039510  =   1.00038471
 GE0947
 GE0947|---------------------------------------------------------------------|
 GE0947| PID    Reference Object                     Distance      Geod. Az  |
 GE0947|                                                           dddmmss.s |
 GE0947| CI3697 GLENNON 2 RM 3                       30.334 METERS 00542     |
 GE0947| GE0948 P 6 45                               27.499 METERS 15101     |
 GE0947| CI3695 GLENNON AZ MK                                      1865031.9 |
 GE0947|---------------------------------------------------------------------|
 GE0947
 GE0947                          SUPERSEDED SURVEY CONTROL
 GE0947
 GE0947  NAD 83(1997)-  36 34 23.78580(N)    090 09 40.01569(W) AD(       ) 3
 GE0947  NAD 83(1997)-  36 34 23.78831(N)    090 09 40.01242(W) AD(       ) 3
 GE0947  NAD 83(1986)-  36 34 23.79176(N)    090 09 40.01269(W) AD(       ) 3
 GE0947  NAD 27      -  36 34 23.58640(N)    090 09 39.65510(W) AD(       ) 3
 GE0947
 GE0947.Superseded values are not recommended for survey control.
 GE0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0947.See file dsdata.txt to determine how the superseded data were derived.
 GE0947
 GE0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5402851287(NAD 83)
 GE0947_MARKER: DS = TRIANGULATION STATION DISK
 GE0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0947+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002
 GE0947
 GE0947  HISTORY     - Date     Condition        Report By
 GE0947  HISTORY     - 1965     MONUMENTED       CGS
 GE0947  HISTORY     - 20020831 GOOD             USACE
 GE0947
 GE0947                          STATION DESCRIPTION
 GE0947
 GE0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 GE0947'THE STATION IS ABOUT 7-1/2 MILES NORTHWEST OF CAMPBELL, ON
 GE0947'THE EDGE OF THE RIGHT-OF-WAY OF COUNTY ROUTE J AND IS NEAR
 GE0947'THE SOUTHEAST CORNER OF A FARMYARD.
 GE0947'
 GE0947'THE STATION MARK IS 120 FEET SOUTHEAST OF THE SOUTHEAST
 GE0947'CORNER OF A FARMHOUSE, 45 FEET NORTH OF THE CENTERLINE OF
 GE0947'COUNTY ROUTE J, 10 FEET EAST OF THE CENTERLINE OF A DRIVEWAY
 GE0947'AND 2.5 FEET WEST OF A METAL WITNESS POST.  THE MARK PROJECTS
 GE0947'1 INCH AND THE DISK IS STAMPED GLENNON 2 1965.
 GE0947'
 GE0947'R.M. NO. 1 IS A STANDARD U.S. ENGINEER DEPARTMENT DISK SET
 GE0947'IN THE TOP OF A ROUND CONCRETE POST.  IT IS 67 FEET EAST
 GE0947'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 34 FEET SOUTH
 GE0947'THE CENTERLINE OF COUNTY ROUTE J.  THE MARK PROJECTS 2 INCHES
 GE0947'AND THE DISK IS STAMPED P 6 45.
 GE0947'
 GE0947'R.M. NO. 3 IS 43 FEET EAST OF A 30-INCH OAK TREE AND 1 FOOT
 GE0947'SOUTHWEST OF THE CORNER POST AT THE SOUTHEAST CORNER OF A
 GE0947'BOARD FENCE.  MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE0947'GLENNON 2 NO 3 1965.
 GE0947'
 GE0947'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH OF THE STATION,
 GE0947'48 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 53, 1.5
 GE0947'FEET NORTHWEST OF A METAL WITNESS POST AND 1 FOOT EAST OF
 GE0947'A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 GE0947'IS STAMPED GLENNON 1954.
 GE0947'
 GE0947'TO REACH THE STATION FROM CAMPBELL, FROM THE POST OFFICE,
 GE0947'GO NORTH ON THE MAIN STREET FOR 0.5 MILE TO THE JUNCTION
 GE0947'WITH STATE HIGHWAY 53, TURN LEFT AND GO NORTHWEST ON STATE
 GE0947'HIGHWAY 53 FOR 6.6 MILES TO FORKS, TAKE THE RIGHT FORK, LEAVING
 GE0947'THE HIGHWAY, AND GO NORTHERLY FOR 0.8 MILE TO A T-INTERSECTION
 GE0947'AND STATION.
 GE0947'
 GE0947'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY
 GE0947'FOR 0.8 MILE TO STATE HIGHWAY 53, TURN SHARP RIGHT AND GO
 GE0947'NORTHWEST FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 GE0947
 GE0947                          STATION RECOVERY (2002)
 GE0947
 GE0947'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2663 ***********************************************************************
 JD2663  DESIGNATION -  GLENWOOD
 JD2663  PID         -  JD2663
 JD2663  STATE/COUNTY-  MO/SALINE
 JD2663  USGS QUAD   -  HOUSTONIA (1973)
 JD2663
 JD2663                         *CURRENT SURVEY CONTROL
 JD2663  ___________________________________________________________________
 JD2663* NAD 83(1997)-  38 58 14.90514(N)    093 15 15.12523(W)     ADJUSTED  
 JD2663* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 JD2663  ___________________________________________________________________
 JD2663  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 JD2663  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD2663
 JD2663  HORZ ORDER  -  THIRD
 JD2663
 JD2663.The horizontal coordinates were established by classical geodetic methods
 JD2663.and adjusted by the National Geodetic Survey in February 2000..
 JD2663
 JD2663.The orthometric height was scaled from a topographic map.
 JD2663
 JD2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2663
 JD2663.The geoid height was determined by GEOID03.
 JD2663
 JD2663;                    North         East     Units Scale Factor Converg.
 JD2663;SPC MO C     -   348,460.684   434,643.360   MT  0.99998591   -0 28 27.7
 JD2663;UTM  15      - 4,313,567.733   477,979.193   MT  0.99960597   -0 09 35.5
 JD2663
 JD2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2663!SPC MO C     -   0.99997169  x   0.99998591  =   0.99995760
 JD2663!UTM  15      -   0.99997169  x   0.99960597  =   0.99957767
 JD2663
 JD2663|---------------------------------------------------------------------|
 JD2663| PID    Reference Object                     Distance      Geod. Az  |
 JD2663|                                                           dddmmss.s |
 JD2663| JD0733 E 97                                 94.456 METERS 12554     |
 JD2663| CN6268 GLENWOOD AZ MK                                     1695658.7 |
 JD2663| CN6269 GLENWOOD RM 2                        27.285 METERS 22139     |
 JD2663| JD2664 GLENWOOD 2                           57.107 METERS 34957     |
 JD2663|---------------------------------------------------------------------|
 JD2663
 JD2663                          SUPERSEDED SURVEY CONTROL
 JD2663
 JD2663  NAD 83(1997)-  38 58 14.90865(N)    093 15 15.12823(W) AD(       ) 3
 JD2663  NAD 83(1986)-  38 58 14.91259(N)    093 15 15.12708(W) AD(       ) 3
 JD2663  NAD 27      -  38 58 14.84241(N)    093 15 14.37823(W) AD(       ) 3
 JD2663
 JD2663.Superseded values are not recommended for survey control.
 JD2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2663.See file dsdata.txt to determine how the superseded data were derived.
 JD2663
 JD2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD7797913568(NAD 83)
 JD2663_MARKER: DS = TRIANGULATION STATION DISK
 JD2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2663
 JD2663  HISTORY     - Date     Condition        Report By
 JD2663  HISTORY     - 1949     MONUMENTED       CGS
 JD2663  HISTORY     - 1961     GOOD             CGS
 JD2663
 JD2663                          STATION DESCRIPTION
 JD2663
 JD2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JD2663'THE STATION IS LOCATED ABOUT 9.0 MILES EAST OF SWEET SPRINGS
 JD2663'AND 2.8 MILES WEST OF THE JUNCTION OF U.S. HIGHWAYS 40 AND 65
 JD2663'ON THE SCHOOL GROUNDS OF THE GLENWOOD RURAL SCHOOL.  IT IS 125
 JD2663'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 40, 41 FEET EAST OF
 JD2663'DRIVEWAY TO SCHOOL AND 37 FEET SOUTH OF THE SOUTHEAST CORNER
 JD2663'OF THE SCHOOL HOUSE.  IT IS STAMPED GLENWOOD 1949 AND SET FLUSH
 JD2663'WITH THE SURFACE OF THE GROUND.
 JD2663'
 JD2663'BENCH MARK E 97 WAS USED AS REFERENCE MARK NO. 1.  IT IS SOUTHEAST
 JD2663'OF THE STATION, 39 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 JD2663'40, 10 FEET SOUTH OF EAST-WEST FENCE LINE, 5 FEET NORTH OF POWER
 JD2663'LINE POLE AND 3 FEET EAST OF NORTH-SOUTH FENCE LINE.  IT IS
 JD2663'SET IN A 6 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 JD2663'STAMPED E 97 1935.
 JD2663'
 JD2663'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 40 FEET NORTH
 JD2663'OF THE CENTER OF U.S. HIGHWAY 40 AND 12 FEET WEST OF THE CENTER
 JD2663'OF DRIVEWAY TO SCHOOL.  IT IS STAMPED GLENWOOD NO 2 1949 AND
 JD2663'PROJECTS 2 INCHES.
 JD2663'
 JD2663'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 65 FEET
 JD2663'NORTH OF THE CENTER OF DRIVEWAY TO HOUSE, 18 FEET EAST OF THE
 JD2663'CENTER OF NORTH-SOUTH ROAD, 5 FEET NORTH OF A 2 FOOT SQUARE BRICK
 JD2663'CORNER POST, 2 FEET NORTH OF WITNESS POST AND 1 FOOT WEST OF
 JD2663'NORTH-SOUTH FENCE LINE.  IT IS STAMPED GLENWOOD 1949 AND
 JD2663'PROJECTS 3 INCHES.
 JD2663'
 JD2663'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON DIRT
 JD2663'ROAD FOR 0.35 MILE TO DRIVEWAY TO HOUSE AND MARK JUST NORTH
 JD2663'AS DESCRIBED.
 JD2663'
 JD2663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 JD2663'STATE HIGHWAY 127 JUST NORTH OF SWEET SPRINGS, GO EAST ON
 JD2663'U.S. HIGHWAY 40 FOR 4.6 MILES TO THE JUNCTION OF COUNTY ROUTE
 JD2663'EE, CONTINUE EAST ON U.S. HIGHWAY 40 FOR 4.1 MILES TO DRIVEWAY
 JD2663'ON LEFT TO THE GLENWOOD RURAL SCHOOL AND STATION JUST SOUTH OF
 JD2663'THE SCHOOL AS DESCRIBED.
 JD2663'
 JD2663'AN 87 FOOT SIGNAL AT STATION REID 1928 IS VISIBLE AT 4 FEET.
 JD2663'
 JD2663'A 74 FOOT SIGNAL AT STATION HALL IS VISIBLE AT 64 FEET.
 JD2663'
 JD2663'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2663
 JD2663                          STATION RECOVERY (1961)
 JD2663
 JD2663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 JD2663'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JD2663'RECOVERED IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ON
 JD2663'INTERSTATE HIGHWAY 70 WILL DESTROY THE STATION MARK AND BOTH
 JD2663'REFERENCE MARKS, ONE OF WHICH WAS BENCH MARK E 97 1935.  A
 JD2663'NEW STATION, GLENWOOD 2, WAS ESTABLISHED ON LINE AWAY FROM
 JD2663'THE AZIMUTH MARK.  FOR DETAILS, SEE THE DESCRIPTION OF GLENWOOD
 JD2663'2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2664 ***********************************************************************
 JD2664  DESIGNATION -  GLENWOOD 2
 JD2664  PID         -  JD2664
 JD2664  STATE/COUNTY-  MO/SALINE
 JD2664  USGS QUAD   -  HOUSTONIA (1973)
 JD2664
 JD2664                         *CURRENT SURVEY CONTROL
 JD2664  ___________________________________________________________________
 JD2664* NAD 83(1997)-  38 58 16.72860(N)    093 15 15.53923(W)     ADJUSTED  
 JD2664* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 JD2664  ___________________________________________________________________
 JD2664  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 JD2664  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD2664
 JD2664  HORZ ORDER  -  THIRD
 JD2664
 JD2664.The horizontal coordinates were established by classical geodetic methods
 JD2664.and adjusted by the National Geodetic Survey in February 2000..
 JD2664.No horizontal observational check was made to the station.
 JD2664
 JD2664.The orthometric height was scaled from a topographic map.
 JD2664
 JD2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2664
 JD2664.The geoid height was determined by GEOID03.
 JD2664
 JD2664;                    North         East     Units Scale Factor Converg.
 JD2664;SPC MO C     -   348,516.995   434,633.860   MT  0.99998593   -0 28 27.9
 JD2664;UTM  15      - 4,313,623.970   477,969.388   MT  0.99960598   -0 09 35.8
 JD2664
 JD2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2664!SPC MO C     -   0.99997137  x   0.99998593  =   0.99995730
 JD2664!UTM  15      -   0.99997137  x   0.99960598  =   0.99957737
 JD2664
 JD2664|---------------------------------------------------------------------|
 JD2664| PID    Reference Object                     Distance      Geod. Az  |
 JD2664|                                                           dddmmss.s |
 JD2664| JD0734 E 97 RESET                           20.894 METERS 10122     |
 JD2664| CN6268 GLENWOOD AZ MK                                     1695658.2 |
 JD2664| JD2663 GLENWOOD                             57.107 METERS 16957     |
 JD2664| CN6270 GLENWOOD 2 RM 4                       5.867 METERS 27819     |
 JD2664|---------------------------------------------------------------------|
 JD2664
 JD2664                          SUPERSEDED SURVEY CONTROL
 JD2664
 JD2664  NAD 83(1997)-  38 58 16.73211(N)    093 15 15.54223(W) AD(       ) 3
 JD2664  NAD 83(1986)-  38 58 16.73605(N)    093 15 15.54108(W) AD(       ) 3
 JD2664  NAD 27      -  38 58 16.66589(N)    093 15 14.79220(W) AD(       ) 3
 JD2664
 JD2664.Superseded values are not recommended for survey control.
 JD2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2664.See file dsdata.txt to determine how the superseded data were derived.
 JD2664
 JD2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD7796913624(NAD 83)
 JD2664_MARKER: DS = TRIANGULATION STATION DISK
 JD2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2664
 JD2664  HISTORY     - Date     Condition        Report By
 JD2664  HISTORY     - 1961     MONUMENTED       CGS
 JD2664  HISTORY     - 1962     GOOD             CGS
 JD2664
 JD2664                          STATION DESCRIPTION
 JD2664
 JD2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (FAR)
 JD2664'STATION IS LOCATED ABOT 9 MILES EAST OF SWEET SPRINGS AND 2 AND
 JD2664'3/4 MILES WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 JD2664'U.S. HIGHWAY 65 ALONG THE EAST EDGE OF SEC. 6, T. 48 N.,
 JD2664'R. 21 W., ON THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70,
 JD2664'ABOUT 200 YARDS NORTHWEST OF THE JUNCTION OF A GRADED ROAD SOUTH,
 JD2664'270 FEET WEST OF A POWER POLE, 252 FEET WEST OF A TRACK ROAD,
 JD2664'210 FEET NORTH OF THE CENTER OF INTERSTATE HIGHWAY 70, 70
 JD2664'FEET WEST OF HIGHWAY SURVEY STATION 686 PLUS 00, AND 1 FOOT
 JD2664'EAST OF A STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 JD2664'THE DISK IS STAMPED GLENWOOD 2 1961.
 JD2664'
 JD2664'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 JD2664'70 AND STATE HIGHWAY 127 JUST NORTH OF SWEET SPRINGS, GO EAST
 JD2664'ON INTERSTATE HIGHWAY 70 FOR 8.7 MILES TO A GRADED ROAD SOUTH
 JD2664'AND THE STATION ON THE LEFT OR NORTH SIDE OF THE HIGHWAY NEAR
 JD2664'THE FORMER SITE OF THE GLENWOOD RURAL SCHOOL.  THIS STATION
 JD2664'MAY BE REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 JD2664'U.S. HIGHWAY 65 BY GOING WEST ON INTERSTATE HIGHWAY 70 FOR
 JD2664'1.2 MILES TO THE BLACKWATER RIVER BRIDGE.  CONTINUE WEST OF
 JD2664'INTERSTATE HIGHWAY 70 FOR 1.5 MILES TO THE STATION ON THE
 JD2664'RIGHT.
 JD2664'
 JD2664'REFERENCE MARK NO. 3 IS A BENCH MARK E 97 RESET 1961, 208 FEET
 JD2664'NORTH OF THE CENTER OF INTERSTATE HIGHWAY 70, 200 FEET WEST
 JD2664'OF A POWER POLE, 182 FEET WEST OF THE CENTER OF A TRACK ROAD,
 JD2664'2 FEET WEST OF HIGHWAY SURVEY STATION 686 PLUS 00, AND 1 FOOT
 JD2664'WEST OF A NEW STEEL WITNESS POST.  IT IS SET IN A 12-INCH
 JD2664'SQUARE CONCRETE POST PROJECTING 8 INCHES AND THE STANDARD
 JD2664'BENCH MARK DISK IS STAMPED E 97 1935 RESET 1961.  THE ELEVATION
 JD2664'OF THIS BENCH MARK IS 711.925 FEET.
 JD2664'
 JD2664'REFERENCE MARK NO. 4 IS 211 FEET NORTH OF THE CENTER OF
 JD2664'INTERSTATE HIGHWAY 70 AND 88 FEET WEST OF BENCH MARK E 97 RESET.
 JD2664'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GLENWOOD 2
 JD2664'NO 4 1961.
 JD2664'
 JD2664'AZIMUTH MARK IS 0.35 MILE SOUTH-SOUTHEAST OF THE STATION
 JD2664'ALONG THE EAST SIDE OF A GRADED ROAD, 65 FEET NORTH OF THE
 JD2664'CENTER OF DRIVEWAY TO A FARMHOUSE, 18 FEET EAST OF THE CENTER
 JD2664'OF A GRADED ROAD, 5 FEET NORTH OF A 2-FOOT SQUARE BRICK CORNER
 JD2664'POST, AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 2 INCHES
 JD2664'AND THE DISK IS STAMPED GLENWOOD 1949.
 JD2664'
 JD2664'TO REACH THE AZIMUTH MARK FROM THE STATION, THE PERSON VISITING
 JD2664'THE STATION WILL HAVE TO DETERMINE WHICH EXIT FROM INTERSTATE
 JD2664'HIGHWAY 70 WILL PERMIT HIM TO RETURN TO THE AZIMUTH AMRK BY
 JD2664'AN ACCESS ROAD.
 JD2664'
 JD2664'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JD2664
 JD2664                          STATION RECOVERY (1962)
 JD2664
 JD2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 JD2664'THE STATION WAS RECOVERED.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 JD2664'THE STATION IS AT THE NORTH SIDE OF ROAD RIGHT-OF-WAY,
 JD2664'APPROXIMATELY 60 FEET NORTH OF CENTERLINE OF GRAVELED FRONTAGE
 JD2664'ROAD ALONG NORTH SIDE OF THE NEW ROUTE OF INTERSTATE HIGHWAY
 JD2664'70 AND 45 FEET EAST-NORTHEAST OF A TELEPHONE POLE.  A STEEL
 JD2664'WITNESS POST IS STANDING NEAR THE MARK.
 JD2664'
 JD2664'BENCH MARK E 97 1935 RESET 1961 SERVES AS ONE REFERENCE MARK
 JD2664'AND IS DUE EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0997 ***********************************************************************
 HC0997  DESIGNATION -  GLOVER
 HC0997  PID         -  HC0997
 HC0997  STATE/COUNTY-  MO/IRON
 HC0997  USGS QUAD   -  GLOVER (1968)
 HC0997
 HC0997                         *CURRENT SURVEY CONTROL
 HC0997  ___________________________________________________________________
 HC0997* NAD 83(1997)-  37 29 24.51880(N)    090 42 46.60345(W)     ADJUSTED  
 HC0997* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 HC0997  ___________________________________________________________________
 HC0997  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 HC0997  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 HC0997
 HC0997  HORZ ORDER  -  THIRD
 HC0997
 HC0997.The horizontal coordinates were established by classical geodetic methods
 HC0997.and adjusted by the National Geodetic Survey in February 2000..
 HC0997
 HC0997.The orthometric height was scaled from a topographic map.
 HC0997
 HC0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0997
 HC0997.The geoid height was determined by GEOID03.
 HC0997
 HC0997;                    North         East     Units Scale Factor Converg.
 HC0997;SPC MO E     -   183,867.548   231,168.978   MT  0.99993770   -0 07 46.6
 HC0997;UTM  15      - 4,151,704.718   702,193.540   MT  1.00010360   +1 23 32.7
 HC0997
 HC0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0997!SPC MO E     -   0.99994827  x   0.99993770  =   0.99988598
 HC0997!UTM  15      -   0.99994827  x   1.00010360  =   1.00005187
 HC0997
 HC0997|---------------------------------------------------------------------|
 HC0997| PID    Reference Object                     Distance      Geod. Az  |
 HC0997|                                                           dddmmss.s |
 HC0997| CI3698 GLOVER RM 1                          22.687 METERS 00051     |
 HC0997| CI3700 GLOVER RM 3                                        0181904.6 |
 HC0997| HC0989 CRANE MOUNTAIN                      APPROX. 8.3 KM 1002826.7 |
 HC0997| CI3699 GLOVER RM 2                          23.555 METERS 25535     |
 HC0997|---------------------------------------------------------------------|
 HC0997
 HC0997                          SUPERSEDED SURVEY CONTROL
 HC0997
 HC0997  NAD 83(1997)-  37 29 24.52853(N)    090 42 46.60277(W) AD(       ) 3
 HC0997  NAD 83(1986)-  37 29 24.53166(N)    090 42 46.60163(W) AD(       ) 3
 HC0997  NAD 27      -  37 29 24.34930(N)    090 42 46.16470(W) AD(       ) 3
 HC0997
 HC0997.Superseded values are not recommended for survey control.
 HC0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0997.See file dsdata.txt to determine how the superseded data were derived.
 HC0997
 HC0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB0219451705(NAD 83)
 HC0997_MARKER: DS = TRIANGULATION STATION DISK
 HC0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0997_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0997
 HC0997  HISTORY     - Date     Condition        Report By
 HC0997  HISTORY     - 1962     MONUMENTED       CGS
 HC0997
 HC0997                          STATION DESCRIPTION
 HC0997
 HC0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0997'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ARCADIA,
 HC0997'1-1/2 MILES NORTHWEST OF GLOVER, 2 MILES SOUTHWEST OF HOGAN,
 HC0997'7-1/2 MILES NORTHEAST OF LESTERVILLE, IN THE NORTHEAST 1/4
 HC0997'OF SEC. 4, T. 32 N., R. 3 E., AND ON THE PROPERTY OF MRS.
 HC0997'G.R. MC HENRY.  IT IS 99 FEET EAST OF THE CENTERLINE OF
 HC0997'STATE HIGHWAYS 21, 49, AND 72, 59 FEET SOUTHEAST OF A TRIANGLE
 HC0997'BLAZED POWER POLE, 9 FEET NORTHEAST OF A TWIN TRUNK OAK
 HC0997'TREE, AND 4 FEET WEST OF A WITNESS POST.  THE MONUMENT
 HC0997'PROJECTS 3 INCHES AND THE DISK IS STAMPED GLOVER 1962.
 HC0997'
 HC0997'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 21, 49, AND
 HC0997'72 BETWEEN HOGAN AND GLOVER, GO WESTERLY ON THESE HIGHWAYS
 HC0997'FOR 1.25 MILES TO REFERENCE MARK 3 IN A ROADSIDE PARK ON
 HC0997'THE RIGHT.  CONTINUE WESTERLY ON THESE HIGHWAYS FOR 0.05
 HC0997'MILE TO A TRIANGLE BLAZED POWER POLE ON THE LEFT AND THE
 HC0997'STATION ON THE LEFT.
 HC0997'
 HC0997'REFERENCE MARK 1 IS 53 FEET SOUTHEAST OF THE CENTERLINE OF
 HC0997'HIGHWAYS 21, 49, AND 72, 33 FEET NORTHEAST OF THE TRIANGLE
 HC0997'BLAZED POWER POLE, AND 19 FEET NORTHWEST OF A BARBED WIRE
 HC0997'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GLOVER
 HC0997'NO 1 1962.
 HC0997'
 HC0997'REFERENCE MARK 2 IS 89 FEET SOUTHWEST OF THE TRIANGLE BLAZED POWER
 HC0997'POLE, 58 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAYS 21,
 HC0997'49, AND 72, AND 17 FEET NORTHWEST OF THE BARBED WIRE FENCE.
 HC0997'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GLOVER NO
 HC0997'1 1962.
 HC0997'
 HC0997'REFERENCE MARK 3 IS 41 FEET NORTHWEST OF THE CENTERLINE OF
 HC0997'HIGHWAYS 21, 49, AND 72, 31 FEET WEST OF A 20 INCH OAK TREE,
 HC0997'4 FEET EAST OF A WITNESS POST, AND 60 FEET NORTH OF A TELEPHONE
 HC0997'POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HC0997'GLOVER NO 3 1962.
 HC0997'
 HC0997'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH COULD BE FOUND.
 HC0997'
 HC0997'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1342 ***********************************************************************
 HD1342  DESIGNATION -  GOBBLER
 HD1342  PID         -  HD1342
 HD1342  STATE/COUNTY-  MO/DADE
 HD1342  USGS QUAD   -  DADEVILLE (1975)
 HD1342
 HD1342                         *CURRENT SURVEY CONTROL
 HD1342  ___________________________________________________________________
 HD1342* NAD 83(1997)-  37 24 40.65969(N)    093 42 38.86619(W)     ADJUSTED  
 HD1342* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 HD1342  ___________________________________________________________________
 HD1342  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 HD1342  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HD1342
 HD1342  HORZ ORDER  -  FIRST
 HD1342
 HD1342.The horizontal coordinates were established by classical geodetic methods
 HD1342.and adjusted by the National Geodetic Survey in February 2000..
 HD1342
 HD1342.The orthometric height was scaled from a topographic map.
 HD1342
 HD1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1342
 HD1342.The geoid height was determined by GEOID03.
 HD1342
 HD1342;                    North         East     Units Scale Factor Converg.
 HD1342;SPC MO W     -   138,405.155   919,864.644   MT  1.00000128   +0 28 46.2
 HD1342;SPC MO C     -   175,783.728   392,813.323   MT  1.00007481   -0 44 08.4
 HD1342;UTM  15      - 4,140,737.227   437,098.001   MT  0.99964874   -0 25 54.6
 HD1342
 HD1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1342!SPC MO W     -   0.99994995  x   1.00000128  =   0.99995123
 HD1342!SPC MO C     -   0.99994995  x   1.00007481  =   1.00002476
 HD1342!UTM  15      -   0.99994995  x   0.99964874  =   0.99959871
 HD1342
 HD1342:                Primary Azimuth Mark                     Grid Az
 HD1342:SPC MO W     -  WALNUT GROVE MUNICIPAL TANK              089 36 40.6
 HD1342:SPC MO C     -  WALNUT GROVE MUNICIPAL TANK              090 49 35.2
 HD1342:UTM  15      -  WALNUT GROVE MUNICIPAL TANK              090 31 21.4
 HD1342
 HD1342|---------------------------------------------------------------------|
 HD1342| PID    Reference Object                     Distance      Geod. Az  |
 HD1342|                                                           dddmmss.s |
 HD1342| HD1331 WALNUT GROVE MUNICIPAL TANK         APPROX.14.3 KM 0900526.8 |
 HD1342| CN6272 GOBBLER RM 1                         19.511 METERS 12228     |
 HD1342| CN6271 GOBBLER AZ MK                                      1261140.1 |
 HD1342| HD1336 ASH GROVE MUNICIPAL TANK            APPROX.15.4 KM 1332555.3 |
 HD1342| HD1340 EVERTON RADIO STA KAJ 71 TWR        APPROX.11.8 KM 1742702.7 |
 HD1342| CN6273 GOBBLER RM 2                         22.116 METERS 24359     |
 HD1342| HD1371 GREENFIELD MUNICIPAL TANK           APPROX.11.5 KM 2713931.3 |
 HD1342|---------------------------------------------------------------------|
 HD1342
 HD1342                          SUPERSEDED SURVEY CONTROL
 HD1342
 HD1342  NAD 83(1997)-  37 24 40.66039(N)    093 42 38.86635(W) AD(       ) 1
 HD1342  NAD 83(1997)-  37 24 40.67106(N)    093 42 38.86693(W) AD(       ) 1
 HD1342  NAD 83(1986)-  37 24 40.67228(N)    093 42 38.86521(W) AD(       ) 1
 HD1342  NAD 27      -  37 24 40.50620(N)    093 42 38.11660(W) AD(       ) 1
 HD1342
 HD1342.Superseded values are not recommended for survey control.
 HD1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1342.See file dsdata.txt to determine how the superseded data were derived.
 HD1342
 HD1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB3709840737(NAD 83)
 HD1342_MARKER: DS = TRIANGULATION STATION DISK
 HD1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1342
 HD1342  HISTORY     - Date     Condition        Report By
 HD1342  HISTORY     - 1959     MONUMENTED       CGS
 HD1342  HISTORY     - 1960     GOOD             CGS
 HD1342
 HD1342                          STATION DESCRIPTION
 HD1342
 HD1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1342'THE STATION IS ABOUT 7 MILES EAST OF GREENFIELD, AND 5 MILES
 HD1342'SOUTHWEST OF DADEVILLE ON A PROMINENT HILL KNOWN LOCALLY AS
 HD1342'GOBBLERS KNOB IN THE NORTHWEST 1/4 OF SEC. 20, T. 31 N., R. 25 W.
 HD1342'ON PROPERTY OWNED BY MR. JAMES E. ADAMS.  IT IS 20 FEET NORTH OF
 HD1342'THE CENTERLINE OF A GRAVELED ROAD, 14 FEET EAST OF A 20 INCH
 HD1342'OAK TREE, 5 FEET NORTH OF A FENCE, AND 8 FEET NORTHEAST OF A
 HD1342'WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 HD1342'STAMPED GOBBLER 1959.
 HD1342'
 HD1342'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND
 HD1342'STATE HIGHWAY 39 IN GREENFIELD, GO EAST ON HIGHWAY 160 FOR 5.8
 HD1342'MILES TO THE SHARON BAPTIST CHURCH ON THE RIGHT.  CONTINUE EAST
 HD1342'ON HIGHWAY 160 FOR 2.75 MILES TO A GRAVELED ROAD RIGHT.* TURN
 HD1342'RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.65 MILE TO A
 HD1342'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE
 HD1342'GRAVELED ROAD FOR 0.2 MILE TO STATION ON THE RIGHT.
 HD1342'
 HD1342'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED SIDE ROAD RIGHT,
 HD1342'GO EAST AND SOUTH ON HIGHWAY 160 FOR 0.6 MILE TO JUNCTION OF
 HD1342'COUNTY HIGHWAY C.  CONTINUE SOUTH ON HIGHWAY 160 FOR 1.5 MILES
 HD1342'TO THE MARK ON THE LEFT.
 HD1342'
 HD1342'REFERENCE MARK 1 IS 14 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 HD1342'ROAD, AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT PROJECTS 2
 HD1342'INCHES AND THE DISK IS STAMPED GOBBLER NO 1 1959.
 HD1342'
 HD1342'REFERENCE MARK 2 IS 65 FEET SOUTHWEST OF A WITNESS POST, 14 FEET
 HD1342'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, AND 1 FOOT NORTH OF
 HD1342'A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HD1342'GOBBLER NO 2 1959.
 HD1342'
 HD1342'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTERLINE OF HIGHWAY 160,
 HD1342'1 FOOT WEST OF A FENCE, AND 1 FOOT NORTHEAST OF A WITNESS POST.
 HD1342'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED GOBBLER
 HD1342'1959.
 HD1342'
 HD1342'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1342
 HD1342                          STATION RECOVERY (1960)
 HD1342
 HD1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1342'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 HD1342'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH MARK
 HD1342'AND THE REFERENCE MARKS WAS VERIFIED.  THE DISTANCE TO REFERENCE
 HD1342'MARK NO. 1 WAS FOUND TO BE 0.006 METERS SHORTER AND THE DISTANCE
 HD1342'TO REFERENCE MARK NO. 2 WAS FOUND TO BE 0.005 METERS LONGER THAN
 HD1342'THE 1959 DISTANCES.  THE TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0899 ***********************************************************************
 GF0899  DESIGNATION -  GOLDEN
 GF0899  PID         -  GF0899
 GF0899  STATE/COUNTY-  MO/BARRY
 GF0899  USGS QUAD   -  GOLDEN (1974)
 GF0899
 GF0899                         *CURRENT SURVEY CONTROL
 GF0899  ___________________________________________________________________
 GF0899* NAD 83(1997)-  36 30 06.37923(N)    093 38 50.02403(W)     ADJUSTED  
 GF0899* NAVD 88     -       370.43   (+/-2cm)    1215.3    (feet)  VERTCON   
 GF0899  ___________________________________________________________________
 GF0899  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GF0899  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GF0899
 GF0899  HORZ ORDER  -  SECOND
 GF0899  VERT ORDER  -  THIRD ? (See Below)
 GF0899
 GF0899.The horizontal coordinates were established by classical geodetic methods
 GF0899.and adjusted by the National Geodetic Survey in February 2000..
 GF0899
 GF0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0899.The vertical order pertains to the NGVD 29 superseded value.
 GF0899
 GF0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0899
 GF0899.The geoid height was determined by GEOID03.
 GF0899
 GF0899;                    North         East     Units Scale Factor Converg.
 GF0899;SPC MO W     -    37,521.045   926,395.299   MT  1.00001306   +0 30 26.3
 GF0899;SPC MO C     -    74,778.522   397,225.668   MT  1.00006342   -0 40 57.0
 GF0899;SPC AR N     -   241,818.874   252,423.738   MT  1.00006410   -0 57 30.7
 GF0899;SPC AR N     -   793,367.42    828,160.21   sFT  1.00006410   -0 57 30.7
 GF0899;UTM  15      - 4,039,799.384   442,038.202   MT  0.99964139   -0 23 06.0
 GF0899
 GF0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0899!SPC MO W     -   0.99994632  x   1.00001306  =   0.99995938
 GF0899!SPC MO C     -   0.99994632  x   1.00006342  =   1.00000974
 GF0899!SPC AR N     -   0.99994632  x   1.00006410  =   1.00001042
 GF0899!UTM  15      -   0.99994632  x   0.99964139  =   0.99958773
 GF0899
 GF0899|---------------------------------------------------------------------|
 GF0899| PID    Reference Object                     Distance      Geod. Az  |
 GF0899|                                                           dddmmss.s |
 GF0899| GF0900 MO ARK                               34.420 METERS 07450     |
 GF0899| GF0839 BERRYVILLE MUNICIPAL TANK           APPROX.16.8 KM 1550511.2 |
 GF0899| GF0847 GOLDEN RM 3 AZIMUTH                 APPROX. 1.3 KM 1681704.4 |
 GF0899| CI1036 GOLDEN AZ MK                                       1683650.2 |
 GF0899| GF0901 GOLDEN 2                             69.630 METERS 17418     |
 GF0899| CI1037 GOLDEN RM 1                          18.443 METERS 18053     |
 GF0899| GF0915 SUGAR CAMP LOOKOUT TOWER            APPROX.17.0 KM 2800526.9 |
 GF0899|---------------------------------------------------------------------|
 GF0899
 GF0899                          SUPERSEDED SURVEY CONTROL
 GF0899
 GF0899  NAD 83(1997)-  36 30 06.37924(N)    093 38 50.02401(W) AD(       ) 2
 GF0899  NAD 83(1997)-  36 30 06.38536(N)    093 38 50.02694(W) AD(       ) 2
 GF0899  NAD 83(1997)-  36 30 06.39034(N)    093 38 50.02452(W) AD(       ) 2
 GF0899  NAD 83(1986)-  36 30 06.39085(N)    093 38 50.02409(W) AD(       ) 2
 GF0899  NAD 27      -  36 30 06.14220(N)    093 38 49.35160(W) AD(       ) 2
 GF0899  NGVD 29 (07/19/86)  370.30   (m)         1214.9    (f) LEVELING    3  
 GF0899
 GF0899.Superseded values are not recommended for survey control.
 GF0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0899.See file dsdata.txt to determine how the superseded data were derived.
 GF0899
 GF0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4203839799(NAD 83)
 GF0899_MARKER: DS = TRIANGULATION STATION DISK
 GF0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0899
 GF0899  HISTORY     - Date     Condition        Report By
 GF0899  HISTORY     - 1961     MONUMENTED       CGS
 GF0899  HISTORY     - 1973     GOOD             NGS
 GF0899  HISTORY     - 1978     GOOD             NGS
 GF0899
 GF0899                          STATION DESCRIPTION
 GF0899
 GF0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0899'THE STATION IS ABOUT 1.7 MILES SOUTH-SOUTHEAST OF THE VILLAGE
 GF0899'OF GOLDEN, ABOUT 0.15 MILE NORTH OF THE MISSOURI-ARKANSAS
 GF0899'STATE LINE AND IS ON THE PROPERTY OF MR. LEONARD BECK.  IT IS
 GF0899'SECTION 28, T. 21 N., R. 25 W., 5 FEET SOUTH OF A WITNESS POST,
 GF0899'5 FEET SOUTH OF A FENCE CORNER, 14 FEET SOUTH OF A 16 INCH ELM
 GF0899'TREE AND 187 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME
 GF0899'HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GOLDEN
 GF0899'1961.
 GF0899'
 GF0899'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 86 AND COUNTY ROAD M,
 GF0899'1 MILE SOUTH OF THE VILLAGE OF GOLDEN, GO SOUTHEASTERLY ON
 GF0899'STATE HIGHWAY 86 AND COUNTY ROAD M FOR 0.45 MILE TO WHERE
 GF0899'COUNTY ROAD M TURNS RIGHT AND HIGHWAY 86 CURVES TO THE EAST.
 GF0899'TURN RIGHT THEN LEFT AND GO SOUTH ON COUNTY ROAD M FOR 0.15
 GF0899'MILE TO A DRIVEWAY ON THE LEFT*.  TURN LEFT AND GO EAST ON THE
 GF0899'DRIVEWAY, PASSING TO THE SOUTH OF A FRAME HOUSE, FOR 0.05 MILE
 GF0899'TO THE STATION.
 GF0899'
 GF0899'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON COUNTY
 GF0899'ROAD M FOR 0.15 MILE TO THE END OF PAVED ROAD AT THE
 GF0899'MISSOURI-ARKANSAS STATE LINE.  CONTINUE SOUTHERLY ON A GRAVELED
 GF0899'ROAD (COUNTY ROAD M) FOR 0.65 MILE TO THE MARK ON THE LEFT.
 GF0899'
 GF0899'REFERENCE MARK 1 IS 65 FEET SOUTH OF THE WITNESS POST AND 75
 GF0899'FEET SOUTH OF THE 16 INCH ELM TREE.  THE MONUMENT IS FLUSH AND
 GF0899'THE DISK IS STAMPED GOLDEN NO 1 1961.
 GF0899'
 GF0899'MO ARK (USE) IS A STANDARD U.S. ENGINEER DEPARTMENT DISK STAMPED
 GF0899'MO ARK 1942 SET IN THE TOP OF A CONCRETE POST THAT IS 8 INCHES
 GF0899'IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 115
 GF0899'FEET EAST OF THE WITNESS POST, 110 FEET EAST OF A WIRE FENCE
 GF0899'AND 127 FEET SOUTH OF A WIRE FENCE.
 GF0899'
 GF0899'THE AZIMUTH MARK IS IN THE STATE OF ARKANSAS ON ROAD RIGHT-OF-WAY
 GF0899'PROPERTY.  IT IS 2 FEET NORTH OF A WITNESS POST, 6 INCHES WEST
 GF0899'OF A WIRE FENCE AND 28 FEET EAST OF THE CENTERLINE OF A GRAVELED
 GF0899'ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GF0899'GOLDEN 1961.
 GF0899'
 GF0899'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0899
 GF0899                          STATION RECOVERY (1973)
 GF0899
 GF0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 GF0899'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AND AS
 GF0899'PREVIOUSLY DESCRIBED.  THE DESCRIPTION OF THE ROUTE TO REACH THE
 GF0899'STATION IS ADEQUATE.  DUE TO ROAD CONSTRUCTION THE AZIMUTH MARK
 GF0899'NEEDED TO BE MOVED OUT OF CONSTRUCTION LIMITS.  REFERENCE MARK 3
 GF0899'WAS ESTABISHED THIS DATE.  FOLLOWING IS A DESCRIPTION FOR
 GF0899'REFERENCE MARK 3.
 GF0899'
 GF0899'REFERENCE MARK 3 IS A STANDARD DISK CRIMPED TO THE TOP OF A 5/8
 GF0899'INCH COPPER COATED ROD WITH A 10-INCH STEEL PLATE BOLTED AT THE
 GF0899'BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND
 GF0899'SURFACE.  IT IS 1 FOOT NORTH OF A METAL WITNESS POST AND ON THE
 GF0899'EAST RIGHT-OF-WAY EDGE OF ROUTE 143 ARKANSAS.
 GF0899'
 GF0899'TO REACH REFERENCE MARK 3 FROM THE DRIVEWAY MENTIONED IN THE 1961
 GF0899'DESCRIPTION, GO SOUTH ON COUNTY ROAD M FOR 0.15 MILE TO THE
 GF0899'MISSOURI-ARKANSAS STATE LINE.  CONTINUE SOUTHERLY ON ROUTE 143
 GF0899'FOR 0.65 MILE TO TOP OF A HILL AND THE REFERENCE MARK 3 ON THE
 GF0899'LEFT.
 GF0899'
 GF0899'THE REFERENCE MARK 3 DISK IS STAMPED GOLDEN 1961 NO 3 1973.
 GF0899'
 GF0899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILES
 GF0899'SOUTH-SOUTHEAST OF GOLDEN.
 GF0899
 GF0899                          STATION RECOVERY (1978)
 GF0899
 GF0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GF0899'THE STATION MARK, REFERENCE MARK 1 AND THE REFERENCE MARK 3
 GF0899'(AZIMUTH MARK) WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE US
 GF0899'ENGINEER DEPARTMENT MARK MO ARK 1942 WAS FOUND SLIGHTLY TILTED
 GF0899'OUT OF POSITION.  THE AREA OF THE STATION SITE IS BEING CLEARED
 GF0899'AND LEVELED FOR BUILDING SITES.  THE PROPERTY OWNER REQUESTED THE
 GF0899'MARKS BE MOVED TO A NEW LOCATION AS THEY WOULD GET DESTROYED BY
 GF0899'THE CONSTRUCTION.  THE DISTANCE TO REFERENCE MARK 1 MISSED
 GF0899'THE PREVIOUS DISTANCE 0.01 FOOT AND THE ANGLE BETWEEN THE SUGAR
 GF0899'CAMP LOOKOUT TOWER AND REFERENCE MARK 1 MISSED THE PREVIOUS
 GF0899'ANGLE 12 SECONDS.  THE USE MARK WAS USED THIS DATE FOR VERTICAL
 GF0899'CONTROL IN THE LEVEL LOOP THROUGH STATION GOLDEN TO GOLDEN 2
 GF0899'ESTABLISHED THIS DATE.  STATION GOLDEN 2 AND REFERENCE MARKS 4
 GF0899'AND 5 WERE ESTABLISHED THIS DATE.  THE REFERENCE MARK 3 1973 (AZ)
 GF0899'WILL SERVE AS THE AZIMUTH MARK FOR STATION GOLDEN 2.
 GF0899'
 GF0899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILE SSE OF
 GF0899'GOLDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0919 ***********************************************************************
 HE0919  DESIGNATION -  GOLDEN
 HE0919  PID         -  HE0919
 HE0919  STATE/COUNTY-  MO/DADE
 HE0919  USGS QUAD   -  GOLDEN CITY (1962)
 HE0919
 HE0919                         *CURRENT SURVEY CONTROL
 HE0919  ___________________________________________________________________
 HE0919* NAD 83(1997)-  37 23 31.05329(N)    094 03 58.73911(W)     ADJUSTED  
 HE0919* NAVD 88     -       321.     (meters)    1053.     (feet)  SCALED    
 HE0919  ___________________________________________________________________
 HE0919  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HE0919  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HE0919
 HE0919  HORZ ORDER  -  THIRD
 HE0919
 HE0919.The horizontal coordinates were established by classical geodetic methods
 HE0919.and adjusted by the National Geodetic Survey in February 2000..
 HE0919
 HE0919.The orthometric height was scaled from a topographic map.
 HE0919
 HE0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0919
 HE0919.The geoid height was determined by GEOID03.
 HE0919
 HE0919;                    North         East     Units Scale Factor Converg.
 HE0919;SPC MO W     -   136,055.294   888,401.686   MT  0.99995933   +0 15 48.1
 HE0919;UTM  15      - 4,138,888.534   405,611.137   MT  0.99970974   -0 38 51.3
 HE0919
 HE0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0919!SPC MO W     -   0.99995437  x   0.99995933  =   0.99991370
 HE0919!UTM  15      -   0.99995437  x   0.99970974  =   0.99966412
 HE0919
 HE0919:                Primary Azimuth Mark                     Grid Az
 HE0919:SPC MO W     -  GOLDEN AZ MK                             090 23 14.6
 HE0919:UTM  15      -  GOLDEN AZ MK                             091 17 54.0
 HE0919
 HE0919|---------------------------------------------------------------------|
 HE0919| PID    Reference Object                     Distance      Geod. Az  |
 HE0919|                                                           dddmmss.s |
 HE0919| AI3291 GOLDEN AZ MK                        APPROX. 1.4 KM 0903902.7 |
 HE0919| AI3292 GOLDEN RM 1                          11.689 METERS 09248     |
 HE0919| AI3293 GOLDEN RM 2                          13.440 METERS 26956     |
 HE0919| HE0920 GOLDEN CITY MUNICIPAL TANK          APPROX. 2.2 KM 2752631.2 |
 HE0919|---------------------------------------------------------------------|
 HE0919
 HE0919                          SUPERSEDED SURVEY CONTROL
 HE0919
 HE0919  NAD 83(1997)-  37 23 31.05373(N)    094 03 58.73913(W) AD(       ) 3
 HE0919  NAD 83(1997)-  37 23 31.06365(N)    094 03 58.74002(W) AD(       ) 3
 HE0919  NAD 83(1986)-  37 23 31.06555(N)    094 03 58.73748(W) AD(       ) 3
 HE0919  NAD 27      -  37 23 30.88550(N)    094 03 57.94970(W) AD(       ) 3
 HE0919
 HE0919.Superseded values are not recommended for survey control.
 HE0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0919.See file dsdata.txt to determine how the superseded data were derived.
 HE0919
 HE0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0561138889(NAD 83)
 HE0919_MARKER: DS = TRIANGULATION STATION DISK
 HE0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0919_STAMPING: GOLDEN 1960
 HE0919_MARK LOGO: CGS   
 HE0919_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0919+STABILITY: SURFACE MOTION
 HE0919
 HE0919  HISTORY     - Date     Condition        Report By
 HE0919  HISTORY     - 1960     MONUMENTED       CGS
 HE0919  HISTORY     - 19850615 GOOD             NGS
 HE0919
 HE0919                          STATION DESCRIPTION
 HE0919
 HE0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0919'THE STATION IS APPROXIMATELY 1.5 MILES EAST OF GOLDEN CITY,
 HE0919'ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 160 AND IN THE
 HE0919'NORTHEAST QUARTER OF SECTION 36, T 31 N, R 29 W.
 HE0919'
 HE0919'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160
 HE0919'AND STATE HIGHWAYS 37 AND 126 AT THE EAST EDGE OF GOLDEN
 HE0919'CITY, GO EAST ON HIGHWAY 160 FOR 1.0 MILE TO THE TOP OF
 HE0919'GRADE AND THE STATION ON THE RIGHT.
 HE0919'
 HE0919'STATION MARKS ARE STANDARD DISKS STAMPED GOLDEN 1960.  THE
 HE0919'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HE0919'WITH THE SURFACE OF THE GROUND.  IT IS 74 FEET EAST OF THE
 HE0919'CENTER OF A DRIVEWAY, 42.5 FEET WEST OF A TELEPHONE POLE,
 HE0919'40 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 160, 11 FEET
 HE0919'NORTHEAST OF THE NORTHEAST CORNER OF AN OLD BARN, 4.5 FEET
 HE0919'NORTHEAST OF A METAL WITNESS POST AND 3 FEET NORTH OF A
 HE0919'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 HE0919'OF CONCRETE 28 INCHES BELOW THE SURFACE OF THE GROUND.
 HE0919'
 HE0919'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GOLDEN NO 1
 HE0919'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 HE0919'INCHES.  IT IS 40 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 HE0919'160, 4 FEET WEST OF THE TELEPHONE POLE AND 2 FEET NORTH
 HE0919'OF THE FENCE.
 HE0919'
 HE0919'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GOLDEN NO
 HE0919'2 1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HE0919'1 INCH.  IT IS 41 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 HE0919'160, 29 FEET EAST OF THE CENTER OF THE DRIVEWAY, 3 FEET
 HE0919'NORTHWEST OF THE NORTHWEST CORNER OF THE OLD BARN AND 2
 HE0919'FEET NORTH OF A BOARD FENCE.
 HE0919'
 HE0919'AZIMUTH MARK, A STANDARD DISK STAMPED GOLDEN 1960, IS SET
 HE0919'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 HE0919'204 FEET WEST OF THE CENTER OF A DRIVEWAY WHICH LEADS TO
 HE0919'THE FARM HOME OF MR. GEORGE W. CLASS, 39 FEET NORTH OF THE
 HE0919'CENTER LINE OF HIGHWAY 160, 2 FEET SOUTHEAST OF A METAL
 HE0919'WITNESS POST AND 1 FOOT SOUTH OF A CORNER FENCE POST.
 HE0919'
 HE0919'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 HE0919'160 FOR 0.65 MILE TO A RAILROAD CROSSING.  CONTINUE EAST
 HE0919'ON HIGHWAY 160 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HE0919
 HE0919                          STATION RECOVERY (1985)
 HE0919
 HE0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HE0919'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE0919'WERE ALL RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 HE0919'THE REFERENCE MARKS AGREED WITH 1960 DATA, AS DID THE DIRECTION TO A
 HE0919'DISTANT LANDMARK.  THE UNDERGROUND MARK WAS NOT INSPECTED.  THE
 HE0919'AZIMUTH MARK WAS POSITIONED BY ELECTRONIC TRAVERSE THIS DATE.  DUE TO
 HE0919'MINOR CHANGES, A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED
 HE0919'ABOUT 2.4 KM (1.50 MI) E OF GOLDEN CITY, IN THE NE1/4 SEC36, T31N,
 HE0919'R29W AND ON THE S RIGHT-OF-WAY OF US HWY 1960.  TO REACH THE STATION
 HE0919'FROM THE JUNCTION OF STATE HWYS 37 AND 126 WITH US HWY 160, AT THE E
 HE0919'EDGE OF GOLDEN CITY, GO E ON HIGHWAY 160, AT THE E EDGE OF GOLDEN
 HE0919'CITY, GO E ON HWY 160 FOR 1.61 KM (1.00 MI) TO THE CREST OF A HILL AND
 HE0919'THE STATION ON THE RIGHT, JUST E OF A DRIVEWAY LEADING TO A HOUSE ON
 HE0919'THE S SIDE OF THE HWY.  THE STATION IS A STANDARD CGS DISK STAMPED
 HE0919'GOLDEN 1960, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM OR
 HE0919'12 INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 22.2 M (72.8 FT) E
 HE0919'FROM THE CENTERLINE OF THE DRIVEWAY, 12.2 M (40.0 FT) S FROM THE
 HE0919'CENTERLINE OF HWY, 1.37 M (4.49 FT) ENE FROM A WITNESS POST, AND 0.91
 HE0919'M (2.99 FT) N FROM THE S RIGHT-OF-WAY FENCE.  REFERENCE MARK NO 1 IS A
 HE0919'STANDARD CGS DISK STAMPED GOLDEN NO 1 1960, SET INTO THE TOP OF A
 HE0919'SQUARE CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER FLUSH WITH
 HE0919'GROUND LOCATED 13.45 M (44.13 FT) E FROM THE WITNESS POST, 12.2 M
 HE0919'(40.0 FT) S FROM THE CENTERLINE OF THE HWY, 0.61 M (2.00 FT) N FROM
 HE0919'THE FENCE, AND 0.3 M (1.0 FT) BELOW THE STATION.  REFERENCE MARK NO 2
 HE0919'IS A STANDARD CGS DISK STAMPED GOLDEN NO 2 1960, SET INTO THE TOP OF A
 HE0919'SQUARE CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER FLUSH WITH
 HE0919'GROUND LOCATED 12.5 M (41.0 FT) S FROM THE CENTERLINE OF THE HWY,
 HE0919'12.13 M (39.80 FT) W FROM THE WITNESS POST, 8.8 M (28.9 FT) E FROM THE
 HE0919'CENTERLINE OF THE DRIVEWAY, AND LEVEL WITH THE STATION.  AZIMUTH MARK
 HE0919'NO 1 IS A STANDARD CGS DISK STAMPED GOLDEN 1960, SET INTO THE TOP OF A
 HE0919'SQUARE CONCRETE MONUMENT 30.0 CM OR 12.0 INCHES IN DIAMETER PROJECTING
 HE0919'10 CM OR 4 INCHES ABOVE THE GROUND LOCATED 62.2 M (204.1 FT) W FROM
 HE0919'THE CENTERLINE OF A DRIVEWAY TO A FARMHOUSE, 11.9 M (39.0 FT) N FROM
 HE0919'THE CENTERLINE OF THE HWY, AND 0.61 M (2.00 FT) SE FROM A WITNESS
 HE0919'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON THE HWY FOR
 HE0919'1.45 KM (0.90 MI) TO A DRIVEWAY AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2731 ***********************************************************************
 JD2731  DESIGNATION -  GOLDEN
 JD2731  PID         -  JD2731
 JD2731  STATE/COUNTY-  MO/HENRY
 JD2731  USGS QUAD   -  CLINTON SOUTH (1981)
 JD2731
 JD2731                         *CURRENT SURVEY CONTROL
 JD2731  ___________________________________________________________________
 JD2731* NAD 83(1997)-  38 18 15.84300(N)    093 46 42.82692(W)     ADJUSTED  
 JD2731* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 JD2731  ___________________________________________________________________
 JD2731  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JD2731  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JD2731
 JD2731  HORZ ORDER  -  SECOND
 JD2731
 JD2731.The horizontal coordinates were established by classical geodetic methods
 JD2731.and adjusted by the National Geodetic Survey in February 2000..
 JD2731
 JD2731.The orthometric height was scaled from a topographic map.
 JD2731
 JD2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2731
 JD2731.The geoid height was determined by GEOID03.
 JD2731
 JD2731;                    North         East     Units Scale Factor Converg.
 JD2731;SPC MO W     -   237,482.509   913,099.444   MT  0.99999019   +0 26 49.9
 JD2731;UTM  15      - 4,239,876.489   431,927.272   MT  0.99965707   -0 28 57.4
 JD2731
 JD2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2731!SPC MO W     -   0.99996801  x   0.99999019  =   0.99995820
 JD2731!UTM  15      -   0.99996801  x   0.99965707  =   0.99962509
 JD2731
 JD2731:                Primary Azimuth Mark                     Grid Az
 JD2731:SPC MO W     -  CLINTON HENRY CO CTHSE FLAG              000 37 40.0
 JD2731:UTM  15      -  CLINTON HENRY CO CTHSE FLAG              001 33 27.3
 JD2731
 JD2731|---------------------------------------------------------------------|
 JD2731| PID    Reference Object                     Distance      Geod. Az  |
 JD2731|                                                           dddmmss.s |
 JD2731| JD2728 CLINTON HENRY CO CTHSE FLAG         APPROX. 7.3 KM 0010429.9 |
 JD2731| JD2732 CLINTON MUNICIPAL TANK              APPROX. 7.6 KM 0020713.5 |
 JD2731| JD2724 CLINTON MO POWER SERV CO STACK      APPROX. 8.7 KM 0041614.3 |
 JD2731| CN6274 GOLDEN RM 1                          29.993 METERS 08014     |
 JD2731| AI3276 GOLDEN AZ MK                                       1302436.8 |
 JD2731| CN6275 GOLDEN RM 1 RESET                    30.748 METERS 14036     |
 JD2731| JD1506 LOWRY                               APPROX.14.8 KM 1632126.1 |
 JD2731| JD2729 DEEPWATER DICKEYS CLAY PLT TK       APPROX. 5.1 KM 1664518.8 |
 JD2731| JD2730 DEEPWATER MUNICIPAL TANK            APPROX. 4.8 KM 1723328.4 |
 JD2731| CN6276 GOLDEN RM 2                          20.953 METERS 19929     |
 JD2731| JD2737 LA DUE KC PWR AND LT CO STACK       APPROX.13.6 KM 2730233.4 |
 JD2731| JD2735 MONTROSE STA KC PWR LT W STACK      APPROX.13.7 KM 2730420.1 |
 JD2731|---------------------------------------------------------------------|
 JD2731
 JD2731                          SUPERSEDED SURVEY CONTROL
 JD2731
 JD2731  NAD 83(1997)-  38 18 15.84448(N)    093 46 42.82717(W) AD(       ) 2
 JD2731  NAD 83(1986)-  38 18 15.85227(N)    093 46 42.82518(W) AD(       ) 2
 JD2731  NAD 27      -  38 18 15.76786(N)    093 46 42.06109(W) AD(       ) 2
 JD2731
 JD2731.Superseded values are not recommended for survey control.
 JD2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2731.See file dsdata.txt to determine how the superseded data were derived.
 JD2731
 JD2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3192739876(NAD 83)
 JD2731_MARKER: DS = TRIANGULATION STATION DISK
 JD2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2731
 JD2731  HISTORY     - Date     Condition        Report By
 JD2731  HISTORY     - 1948     MONUMENTED       CGS
 JD2731  HISTORY     - 1963     GOOD             CGS
 JD2731  HISTORY     - 1976     GOOD             USE
 JD2731
 JD2731                          STATION DESCRIPTION
 JD2731
 JD2731'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2731'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF CLINTON, 3.0
 JD2731'MILES NORTH OF DEEPWATER AND 0.3 MILE SOUTH OF THE GOLDEN
 JD2731'GATE CHURCH ON LAND OWNED AND OCCUPIED BY MR. LESTER HOPPE.
 JD2731'IT IS ABOUT 0.1 MILE WEST OF STATE ROUTE 13 IN THE NORTHWEST
 JD2731'CORNER OF PASTURE, 150 FEET WEST-SOUTHWEST OF FARM HOUSE, 27
 JD2731'FEET SOUTHEAST OF FENCE CORNER, 37 FEET NORTH OF NORTHWEST
 JD2731'CORNER OF SMALL RED BARN, 19 FEET SOUTH OF FENCE LINE AND 22
 JD2731'FEET EAST OF FENCE LINE.  IT IS STAMPED GOLDEN 1948 AND SET
 JD2731'FLUSH WITH THE GROUND SURFACE.
 JD2731'
 JD2731'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, 11 FEET
 JD2731'EAST OF EAST END OF BOARD GATE INTO PASTURE AND 1 FOOT SOUTH OF
 JD2731'FENCE LINE.  IT IS STAMPED GOLDEN NO 1 1948 AND SET FLUSH WITH
 JD2731'THE GROUND SURFACE.
 JD2731'
 JD2731'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, 25 FEET
 JD2731'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF SMALL RED BARN AND
 JD2731'1 FOOT EAST OF FENCE LINE.  IT IS STAMPED GOLDEN NO 2 1948 AND
 JD2731'SET FLUSH WITH THE GROUND SURFACE.
 JD2731'
 JD2731'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF THE STATION,
 JD2731'0.15 MILE EAST OF STATE ROUTE 13, 18 FEET NORTH OF THE CENTER
 JD2731'OF EAST-WEST ROAD, 2 FEET WEST OF WITNESS POST UNDER EAST-WEST
 JD2731'FENCE LINE.  IT IS STAMPED GOLDEN 1948 AND PROJECTS 8 INCHES.  TO
 JD2731'REACH FROM STATION, GO EAST TO STATE ROUTE 13, TURN RIGHT
 JD2731'AND GO SOUTH FOR 0.2 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO
 JD2731'EAST FOR 0.15 MILE TO THE MARK ON THE NORTH SIDE AS DESCRIBED.
 JD2731'
 JD2731'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 13 AND
 JD2731'52 IN THE SOUTH EDGE OF DEEPWATER, GO NORTH ON STATE ROUTE
 JD2731'13 FOR 3.7 MILES TO DRIVEWAY TO SMALL FARM HOUSE ON THE WEST
 JD2731'SIDE, TURN LEFT INTO DRIVEWAY AND STATION ON THE SOUTH SIDE
 JD2731'JUST BEFORE REACHING LONG BRICK BUILDING AS DESCRIBED.
 JD2731'
 JD2731'AN 87 FOOT SIGNAL AT STATION COAL IS VISIBLE AT 20 FEET
 JD2731'
 JD2731'A 74 FOOT SIGNAL AT STATION LOWRY IS VISIBLE AT 20 FEET
 JD2731'
 JD2731'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2731
 JD2731                          STATION RECOVERY (1963)
 JD2731
 JD2731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PRB)
 JD2731'THE STATION, R.M. NO. 2 AND AZIMUTH MARK WERE RECOVERED AND
 JD2731'FOUND TO BE IN GOOD CONDITION.  R.M. NO. 1 WAS RESET SO IT
 JD2731'WOULD SEE GROUND TO GROUND WITH THE STATION.  IT IS 52 FEET SOUTH
 JD2731'OF THE SOUTHEAST CORNER OF A MILK HOUSE, 32.4 FEET WEST OF A
 JD2731'GATE, 1 FOOT NORTH OF A FENCE.
 JD2731'
 JD2731'THE 1948 TO REACH IS ADEQUATE.
 JD2731
 JD2731                          STATION RECOVERY (1976)
 JD2731
 JD2731'RECOVERY NOTE BY US ENGINEERS 1976 (MCB)
 JD2731'GOOD
 JD2731'
 JD2731'TRIANGULATION STATION GOLDEN BARN HAS BEEN BUILT OVER
 JD2731'STA. AND NEW BARN HAS BEEN BUILT BETWEEN STA. AND AZ. 1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0901 ***********************************************************************
 GF0901  DESIGNATION -  GOLDEN 2
 GF0901  PID         -  GF0901
 GF0901  STATE/COUNTY-  MO/BARRY
 GF0901  USGS QUAD   -  GOLDEN (1974)
 GF0901
 GF0901                         *CURRENT SURVEY CONTROL
 GF0901  ___________________________________________________________________
 GF0901* NAD 83(1997)-  36 30 04.13147(N)    093 38 49.74631(W)     ADJUSTED  
 GF0901* NAVD 88     -       370.24   (+/-2cm)    1214.7    (feet)  VERTCON   
 GF0901  ___________________________________________________________________
 GF0901  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GF0901  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GF0901
 GF0901  HORZ ORDER  -  THIRD
 GF0901  VERT ORDER  -  THIRD ? (See Below)
 GF0901
 GF0901.The horizontal coordinates were established by classical geodetic methods
 GF0901.and adjusted by the National Geodetic Survey in February 2000..
 GF0901.No horizontal observational check was made to the station.
 GF0901
 GF0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0901.The vertical order pertains to the NGVD 29 superseded value.
 GF0901
 GF0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0901
 GF0901.The geoid height was determined by GEOID03.
 GF0901
 GF0901;                    North         East     Units Scale Factor Converg.
 GF0901;SPC MO W     -    37,451.822   926,402.824   MT  1.00001307   +0 30 26.4
 GF0901;SPC AR N     -   241,749.477   252,429.489   MT  1.00006392   -0 57 30.5
 GF0901;SPC AR N     -   793,139.74    828,179.08   sFT  1.00006392   -0 57 30.5
 GF0901;UTM  15      - 4,039,730.078   442,044.645   MT  0.99964138   -0 23 05.9
 GF0901
 GF0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0901!SPC MO W     -   0.99994635  x   1.00001307  =   0.99995942
 GF0901!SPC AR N     -   0.99994635  x   1.00006392  =   1.00001027
 GF0901!UTM  15      -   0.99994635  x   0.99964138  =   0.99958775
 GF0901
 GF0901|---------------------------------------------------------------------|
 GF0901| PID    Reference Object                     Distance      Geod. Az  |
 GF0901|                                                           dddmmss.s |
 GF0901| CI1038 GOLDEN 2 RM 4                        16.343 METERS 00139     |
 GF0901| CI1039 GOLDEN 2 RM 5                        21.275 METERS 08628     |
 GF0901| GF0847 GOLDEN RM 3 AZIMUTH                 APPROX. 1.2 KM 1675611.2 |
 GF0901| CI1037 GOLDEN RM 1                          51.362 METERS 35157     |
 GF0901| GF0899 GOLDEN                               69.630 METERS 35418     |
 GF0901|---------------------------------------------------------------------|
 GF0901
 GF0901                          SUPERSEDED SURVEY CONTROL
 GF0901
 GF0901  NAD 83(1997)-  36 30 04.13147(N)    093 38 49.74629(W) AD(       ) 3
 GF0901  NAD 83(1997)-  36 30 04.13759(N)    093 38 49.74922(W) AD(       ) 3
 GF0901  NAD 83(1997)-  36 30 04.14257(N)    093 38 49.74680(W) AD(       ) 3
 GF0901  NAD 83(1986)-  36 30 04.14306(N)    093 38 49.74637(W) AD(       ) 3
 GF0901  NAD 27      -  36 30 03.89438(N)    093 38 49.07396(W) AD(       ) 3
 GF0901  NGVD 29 (07/19/86)  370.11   (m)         1214.3    (f) LEVELING    3  
 GF0901
 GF0901.Superseded values are not recommended for survey control.
 GF0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0901.See file dsdata.txt to determine how the superseded data were derived.
 GF0901
 GF0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4204539730(NAD 83)
 GF0901_MARKER: DS = TRIANGULATION STATION DISK
 GF0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0901+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 GF0901
 GF0901  HISTORY     - Date     Condition        Report By
 GF0901  HISTORY     - 1978     MONUMENTED       NGS
 GF0901  HISTORY     - 20021206 GOOD             GEOCAC
 GF0901
 GF0901                          STATION DESCRIPTION
 GF0901
 GF0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GF0901'THE STATION IS LOCATED ABOUT 1.7 MILES SOUTH-SOUTHEAST OF THE
 GF0901'VILLAGE OF GOLDEN, ABOUT 0.15 MILE NORTH OF THE MISSOURI-ARKANSAS
 GF0901'STATE LINE AND ON PROPERTY OWNED BY MR. A.L. COTHERN, GOLDEN,
 GF0901'MO. 65658.
 GF0901'
 GF0901'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE J AND STATE
 GF0901'HIGHWAY 86, ABOUT 1.0 MILE SOUTH OF GOLDEN, GO SOUTHEAST ON
 GF0901'HIGHWAY 86 FOR 0.4 MILE TO THE JUNCTION OF COUNTY ROUTE H, BEAR
 GF0901'RIGHT AND CONTINUE SOUTH ON ROUTE H FOR 0.15 MILE TO THE
 GF0901'STATION ON THE LEFT ON TOP OF HILL, CONTINUE SOUTHERLY ON ROUTE H
 GF0901'FOR 0.2 MILE TO THE STATE LINE, CONTINUE SOUTHERLY ON SURFACED
 GF0901'ROAD FOR 0.6 MILE TO THE REFERENCE MARK 3 ON THE LEFT.
 GF0901'
 GF0901'THE STATION MARKS ARE STANDARD DISKS STAMPED GOLDEN 2 1978.  THE
 GF0901'SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT
 GF0901'IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 2 FEET NORTHWEST OF A
 GF0901'METAL WITNESS POST AND ON TOP OF THE HILL.  (NOTE) MR. COTHERN
 GF0901'STATED HE PLANS TO BUILD A NEW HOUSE ALONG THE WESTERN SIDE OF THE
 GF0901'STATION MARK IN 1978.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 GF0901'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.  REBAR
 GF0901'PLACED IN THE CONCRETE.
 GF0901'
 GF0901'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 GF0901'GOLDEN 2 NO 4 1978 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 GF0901'1 FOOT EAST OF A METAL WITNESS POST.
 GF0901'
 GF0901'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 GF0901'GOLDEN 2 NO 5 1978 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 1.3
 GF0901'FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 GF0901'
 GF0901'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GOLDEN 1961 NO 3
 GF0901'1973, CRIMPED ON A 5/8 INCH COPPER COATED ROD WITH BASE PLATE
 GF0901'BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE WITH GRAVEL AND
 GF0901'IS FLUSH WITH THE GROUND SURFACE.  IT IS 41.5 FEET EAST OF THE
 GF0901'CENTER OF THE SURFACED ROAD, 1 FOOT WEST OF A NEW FENCE AND 1
 GF0901'FOOT NORTH OF A METAL WITNESS POST.
 GF0901'
 GF0901'NOTE--MR. COTHERN AGREED TO MAKE ADDITIONAL MEASUREMENTS TO THE
 GF0901'STATION MARK AND REFERENCE MARKS FROM CORNERS OF HIS NEW HOUSE WHEN
 GF0901'HE GETS IT BUILT SO THE WITNESS POSTS CAN BE REMOVED AS THE
 GF0901'MARKERS WILL BE IN HIS YARD.
 GF0901'
 GF0901'NEAREST TOWN--GOLDEN.
 GF0901
 GF0901                          STATION RECOVERY (2002)
 GF0901
 GF0901'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3291 ***********************************************************************
 AI3291  DESIGNATION -  GOLDEN AZ MK
 AI3291  PID         -  AI3291
 AI3291  STATE/COUNTY-  MO/DADE
 AI3291  USGS QUAD   -  GOLDEN CITY (1962)
 AI3291
 AI3291                         *CURRENT SURVEY CONTROL
 AI3291  ___________________________________________________________________
 AI3291* NAD 83(1997)-  37 23 30.52306(N)    094 03 00.66812(W)     ADJUSTED  
 AI3291* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 AI3291  ___________________________________________________________________
 AI3291  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AI3291  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 AI3291
 AI3291  HORZ ORDER  -  SECOND
 AI3291
 AI3291.The horizontal coordinates were established by classical geodetic methods
 AI3291.and adjusted by the National Geodetic Survey in November 2001..
 AI3291
 AI3291.The orthometric height was scaled from a topographic map.
 AI3291
 AI3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3291
 AI3291.The geoid height was determined by GEOID03.
 AI3291
 AI3291;                    North         East     Units Scale Factor Converg.
 AI3291;SPC MO W     -   136,045.636   889,830.120   MT  0.99996071   +0 16 23.4
 AI3291;UTM  15      - 4,138,856.176   407,038.877   MT  0.99970645   -0 38 16.0
 AI3291
 AI3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3291!SPC MO W     -   0.99995518  x   0.99996071  =   0.99991590
 AI3291!UTM  15      -   0.99995518  x   0.99970645  =   0.99966165
 AI3291
 AI3291:                Primary Azimuth Mark                     Grid Az
 AI3291:SPC MO W     -  GOLDEN                                   270 23 14.6
 AI3291:UTM  15      -  GOLDEN                                   271 17 54.0
 AI3291
 AI3291|---------------------------------------------------------------------|
 AI3291| PID    Reference Object                     Distance      Geod. Az  |
 AI3291|                                                           dddmmss.s |
 AI3291| HE0919 GOLDEN                              APPROX. 1.4 KM 2703938.0 |
 AI3291| HE0920 GOLDEN CITY MUNICIPAL TANK          APPROX. 3.6 KM 2733406.9 |
 AI3291|---------------------------------------------------------------------|
 AI3291
 AI3291                          SUPERSEDED SURVEY CONTROL
 AI3291
 AI3291.No superseded survey control is available for this station.
 AI3291
 AI3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0703938856(NAD 83)
 AI3291_MARKER: DZ = AZIMUTH MARK DISK
 AI3291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3291_STAMPING: GOLDEN 1960
 AI3291_MARK LOGO: CGS   
 AI3291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3291+STABILITY: SURFACE MOTION
 AI3291
 AI3291  HISTORY     - Date     Condition        Report By
 AI3291  HISTORY     - 1960     MONUMENTED       CGS
 AI3291  HISTORY     - 19850615 GOOD             NGS
 AI3291
 AI3291                          STATION DESCRIPTION
 AI3291
 AI3291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AI3291'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) E OF GOLDEN CITY, ABOUT
 AI3291'91 M (298.6 FT) SW OF THE FARM HOUSE OF GEORGE CLASS AND ON THE N
 AI3291'RIGH-OF-WAY OF US HWY 160.  TO REACH THE STATION FROM THE JUNCTION OF
 AI3291'STATE HWYS 37 AND 126 WITH US HIGHWAY 160, AT THE E EDGE OF GOLDEN
 AI3291'CITY, GO E ON HWY 160 FOR 3.06 KM (1.90 MI) TO THE CREST OF A HILL AND
 AI3291'THE STATION ON THE LEFT.  THE STATION IS A STANDARD CGS AZ DISK
 AI3291'STAMPED GOLDEN 1960, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AI3291'30.0 CM OR 12.0 INCHES IN DIAMETER PROJECTING 10 CM OR 4 INCHES ABOVE
 AI3291'THE GROUND LOCATED 62.2 M (204.1 FT) W FROM THE CENTERLINE OF A
 AI3291'DRIVEWAY TO THE CLASS FARM HOUSE, 11.9 M (39.0 FT) N FROM THE
 AI3291'CENTERLINE OF THE HWY, 0.61 M (2.00 FT) SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0924 ***********************************************************************
 HE0924  DESIGNATION -  GOLDEN CITY ATT MICROWAVE TWR
 HE0924  PID         -  HE0924
 HE0924  STATE/COUNTY-  MO/BARTON
 HE0924  USGS QUAD   -  MAPLE GROVE (1962)
 HE0924
 HE0924                         *CURRENT SURVEY CONTROL
 HE0924  ___________________________________________________________________
 HE0924* NAD 83(1997)-  37 21 57.55622(N)    094 09 49.19206(W)     ADJUSTED  
 HE0924* NAVD 88     -                                                        
 HE0924  ___________________________________________________________________
 HE0924  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 HE0924  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 HE0924
 HE0924  HORZ ORDER  -  THIRD
 HE0924
 HE0924.The horizontal coordinates were established by classical geodetic methods
 HE0924.and adjusted by the National Geodetic Survey in February 2000..
 HE0924
 HE0924
 HE0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0924
 HE0924.The geoid height was determined by GEOID03.
 HE0924
 HE0924;                    North         East     Units Scale Factor Converg.
 HE0924;SPC MO W     -   133,137.844   879,791.982   MT  0.99995211   +0 12 14.8
 HE0924;UTM  15      - 4,136,108.948   396,958.190   MT  0.99973079   -0 42 22.7
 HE0924
 HE0924                          SUPERSEDED SURVEY CONTROL
 HE0924
 HE0924  NAD 83(1997)-  37 21 57.55659(N)    094 09 49.19197(W) AD(       ) 4
 HE0924  NAD 83(1997)-  37 21 57.56578(N)    094 09 49.19381(W) AD(       ) 4
 HE0924  NAD 83(1986)-  37 21 57.56862(N)    094 09 49.19037(W) AD(       ) 4
 HE0924  NAD 27      -  37 21 57.38500(N)    094 09 48.40000(W) AD(       ) 3
 HE0924
 HE0924.Superseded values are not recommended for survey control.
 HE0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0924.See file dsdata.txt to determine how the superseded data were derived.
 HE0924
 HE0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB9695836109(NAD 83)
 HE0924_MARKER: 45 = MICROWAVE TOWER
 HE0924
 HE0924  HISTORY     - Date     Condition        Report By
 HE0924  HISTORY     - 1960     FIRST OBSERVED   CGS
 HE0924
 HE0924                          STATION DESCRIPTION
 HE0924
 HE0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0924'THE STATION IS THE TOP CENTER OF THE 300-FOOT, RED AND
 HE0924'WHITE MICROWAVE RELAY TOWER LOCATED 2 MILES SOUTH AND 3-1/2
 HE0924'MILES WEST OF GOLDEN CITY, AND ON THE NORTH SIDE OF A GRAVEL
 HE0924'ROAD.  THERE IS A SMALL, BLACK BUILDING AT THE BASE OF THE
 HE0924'TOWER AND THE TOWER IS ENCLOSED IN A CYCLONE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0920 ***********************************************************************
 HE0920  DESIGNATION -  GOLDEN CITY MUNICIPAL TANK
 HE0920  PID         -  HE0920
 HE0920  STATE/COUNTY-  MO/BARTON
 HE0920  USGS QUAD   -  GOLDEN CITY (1962)
 HE0920
 HE0920                         *CURRENT SURVEY CONTROL
 HE0920  ___________________________________________________________________
 HE0920* NAD 83(1997)-  37 23 37.82811(N)    094 05 27.99270(W)     ADJUSTED  
 HE0920* NAVD 88     -                                                        
 HE0920  ___________________________________________________________________
 HE0920  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 HE0920  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 HE0920
 HE0920  HORZ ORDER  -  THIRD
 HE0920
 HE0920.The horizontal coordinates were established by classical geodetic methods
 HE0920.and adjusted by the National Geodetic Survey in February 2000..
 HE0920
 HE0920
 HE0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0920
 HE0920.The geoid height was determined by GEOID03.
 HE0920
 HE0920;                    North         East     Units Scale Factor Converg.
 HE0920;SPC MO W     -   136,254.343   886,205.437   MT  0.99995732   +0 14 53.9
 HE0920;UTM  15      - 4,139,122.418   403,418.870   MT  0.99971490   -0 39 45.6
 HE0920
 HE0920                          SUPERSEDED SURVEY CONTROL
 HE0920
 HE0920  NAD 83(1997)-  37 23 37.82855(N)    094 05 27.99269(W) AD(       ) 4
 HE0920  NAD 83(1997)-  37 23 37.83844(N)    094 05 27.99368(W) AD(       ) 4
 HE0920  NAD 83(1986)-  37 23 37.84055(N)    094 05 27.99122(W) AD(       ) 4
 HE0920  NAD 27      -  37 23 37.66000(N)    094 05 27.20200(W) AD(       ) 3
 HE0920
 HE0920.Superseded values are not recommended for survey control.
 HE0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0920.See file dsdata.txt to determine how the superseded data were derived.
 HE0920
 HE0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0341939122(NAD 83)
 HE0920_MARKER: 51 = TANK
 HE0920
 HE0920  HISTORY     - Date     Condition        Report By
 HE0920  HISTORY     - 1939     FIRST OBSERVED   NGS
 HE0920  HISTORY     - 1960     GOOD             CGS
 HE0920  HISTORY     - 19850210 GOOD             NGS
 HE0920
 HE0920                          STATION DESCRIPTION
 HE0920
 HE0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939 (FBQ)
 HE0920'FINIAL OF THE MUNICIPAL ALUMINUM-PAINTED STEEL WATER TANK
 HE0920'APPROXIMATELY 150 FEET HIGH, SITUATED IN THE WESTERN PART
 HE0920'OF GOLDEN CITY.
 HE0920'
 HE0920'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS ARCOLA,
 HE0920'JERICO AND IRWIN.
 HE0920
 HE0920                          STATION RECOVERY (1960)
 HE0920
 HE0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0920'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT IT IS
 HE0920'IN THE EASTERN PART OF TOWN AND 1 BLOCK NORTH OF MAIN STREET.
 HE0920'GOLDEN CITY IS PAINTED IN BLACK LETTERS ON THE EAST AND WEST
 HE0920'SIDES OF THE TANK.
 HE0920
 HE0920                          STATION RECOVERY (1985)
 HE0920
 HE0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (JAO)
 HE0920'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0024 ***********************************************************************
 GG0024  DESIGNATION -  GOODMAN
 GG0024  PID         -  GG0024
 GG0024  STATE/COUNTY-  MO/MCDONALD
 GG0024  USGS QUAD   -  ANDERSON (1982)
 GG0024
 GG0024                         *CURRENT SURVEY CONTROL
 GG0024  ___________________________________________________________________
 GG0024* NAD 83(1997)-  36 44 23.89709(N)    094 24 28.68148(W)     ADJUSTED  
 GG0024* NAVD 88     -       382.46   (+/-2cm)    1254.8    (feet)  VERTCON   
 GG0024  ___________________________________________________________________
 GG0024  X           -    -393,326.089 (meters)                     COMP
 GG0024  Y           -  -5,102,453.188 (meters)                     COMP
 GG0024  Z           -   3,794,519.422 (meters)                     COMP
 GG0024  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GG0024  ELLIP HEIGHT-         353.73  (meters)          (02/17/00) GPS OBS
 GG0024  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GG0024
 GG0024  HORZ ORDER  -  FIRST
 GG0024  VERT ORDER  -  THIRD (See Below)
 GG0024  ELLP ORDER  -  FOURTH    CLASS I
 GG0024
 GG0024.The horizontal coordinates were established by classical geodetic methods
 GG0024.and adjusted by the National Geodetic Survey in February 2000..
 GG0024
 GG0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0024.The vertical order pertains to the NGVD 29 superseded value.
 GG0024
 GG0024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0024
 GG0024.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0024
 GG0024.The ellipsoidal height was determined by GPS observations
 GG0024.and is referenced to NAD 83.
 GG0024
 GG0024.The geoid height was determined by GEOID03.
 GG0024
 GG0024;                    North         East     Units Scale Factor Converg.
 GG0024;SPC MO W     -    63,618.360   858,219.333   MT  0.99994201   +0 03 18.2
 GG0024;UTM  15      - 4,066,951.194   374,295.696   MT  0.99979467   -0 50 32.4
 GG0024
 GG0024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0024!SPC MO W     -   0.99994449  x   0.99994201  =   0.99988650
 GG0024!UTM  15      -   0.99994449  x   0.99979467  =   0.99973917
 GG0024
 GG0024|---------------------------------------------------------------------|
 GG0024| PID    Reference Object                     Distance      Geod. Az  |
 GG0024|                                                           dddmmss.s |
 GG0024| CI1041 GOODMAN RM 1                         34.994 METERS 09008     |
 GG0024| GG0025 GOODMAN RM 3                         28.227 METERS 09421     |
 GG0024| GG0551 STARKEY                             APPROX. 9.5 KM 1500749.9 |
 GG0024| GG0559 GOODMAN MUNICIPAL TANK              220.115 METERS 17957     |
 GG0024| GG0023 L 108                                58.168 METERS 20605     |
 GG0024| CI1040 GOODMAN AZ MK                                      2343043.2 |
 GG0024| GG0582 AMARILLO ST LOUIS AWY BCN 43A       APPROX. 6.2 KM 3222307.2 |
 GG0024| CI1042 GOODMAN RM 2                          3.756 METERS 35127     |
 GG0024|---------------------------------------------------------------------|
 GG0024
 GG0024                          SUPERSEDED SURVEY CONTROL
 GG0024
 GG0024  NAD 83(1997)-  36 44 23.89710(N)    094 24 28.68148(W) AD(       ) 1
 GG0024  NAD 83(1997)-  36 44 23.89768(N)    094 24 28.68194(W) AD(       ) 1
 GG0024  NAD 83(1997)-  36 44 23.91040(N)    094 24 28.68546(W) AD(       ) 1
 GG0024  NAD 83(1986)-  36 44 23.91291(N)    094 24 28.68275(W) AD(       ) 1
 GG0024  NAD 27      -  36 44 23.66100(N)    094 24 27.90400(W) AD(       ) 1
 GG0024  NGVD 29 (??/??/??)  382.33   (m)         1254.4    (f) RESET       3  
 GG0024
 GG0024.Superseded values are not recommended for survey control.
 GG0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0024.See file dsdata.txt to determine how the superseded data were derived.
 GG0024
 GG0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7429666951(NAD 83)
 GG0024_MARKER: DS = TRIANGULATION STATION DISK
 GG0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0024_SP_SET: CONCRETE POST
 GG0024_STAMPING: GOODMAN 1935
 GG0024_MARK LOGO: CGS   
 GG0024_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0024+STABILITY: SURFACE MOTION
 GG0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0024+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 GG0024
 GG0024  HISTORY     - Date     Condition        Report By
 GG0024  HISTORY     - 1935     MONUMENTED       CGS
 GG0024  HISTORY     - 1957     GOOD             CGS
 GG0024  HISTORY     - 1957     GOOD             NGS
 GG0024  HISTORY     - 1989     GOOD             USPSQD
 GG0024  HISTORY     - 19890830 GOOD             NGS
 GG0024  HISTORY     - 19900109 GOOD
 GG0024  HISTORY     - 20050720 GOOD             GEOCAC
 GG0024
 GG0024                          STATION DESCRIPTION
 GG0024
 GG0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0024'STATION IS IN THE VILLAGE OF GOODMAN, MISSOURI, IN THE NE 1/4
 GG0024'SEC. 8, T 23 N, R 32 W, ON LAND OWNED AND OCCUPIED BY GOODMAN
 GG0024'SCHOOL DISTRICT.  IT IS ON THE SW CORNER OF THE SCHOOL GROUND,
 GG0024'58 FEET N OF W CORNER OF RAILROAD FREIGHT STATION, 45 FEET
 GG0024'E OF CENTER LINE OF GRAVEL ROAD, 25 FEET E OF POWER LINE
 GG0024'AND IS FLUSH WITH THE GROUND.
 GG0024'
 GG0024'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0024'BRONZE DISKS SET IN CONCRETE.
 GG0024'
 GG0024'REFERENCE MARK NO. 1 IS E OF THE STATION, 42 FEET NNW OF RAIL
 GG0024'ON MAIN TRACK, 3 FEET NE OF STATION CORNER, AND IS FLUSH
 GG0024'WITH THE GROUND.
 GG0024'
 GG0024'REFERENCE MARK NO. 2 IS NNW OF STATION 5 FEET N OF N LINE
 GG0024'OF HOUSE ON W SIDE OF ROAD, 22 FEET E OF CENTER LINE OF ROAD,
 GG0024'3 FEET E OF POWER LINE, AND IS FLUSH.
 GG0024'
 GG0024'AZIMUTH MARK IS SW OF STATION, 30 FEET N OF COUNTY HIGHWAY
 GG0024'B CENTER LINE 60 FEET E OF CURVE IN ROAD, 100 FEET S OF
 GG0024'RAILROAD, 170 FEET W OF RAILROAD CROSSING, IN TRIANGLE
 GG0024'FORMED BY 2 TRACKS AND COUNTY HIGHWAY B, AND PROJECTS 8 INCHES.
 GG0024'
 GG0024'TO REACH FROM COUNTY HIGHWAY B AND U.S. HIGHWAY 71 ABOUT
 GG0024'10 MILES S OF NEOSHO, GO E ON COUNTY HIGHWAY B, 0.3 MILE TO
 GG0024'SLIGHT CURVE TO RIGHT AND AZIMUTH MARK ON LEFT, CONTINUE
 GG0024'0.2 MILE TO CROSSROADS, THENCE N 0.2 MILE TO RAILROAD STATION AND
 GG0024'STATION ON RIGHT.
 GG0024'
 GG0024'ALL LIGHTS COME INTO VIEW AT 32 FEET.
 GG0024
 GG0024                          STATION RECOVERY (1957)
 GG0024
 GG0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 GG0024'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GG0024'IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 WHICH HAD BEEN
 GG0024'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE LINE OF
 GG0024'SIGHT BETWEEN THE STATION AND THE AZIMUTH MARKS HAS BEEN
 GG0024'OBSTRUCTED BY THE ERECTION OF A CONCRETE BLOCK BUILDING.
 GG0024'IT WOULD REQUIRE A 20-FOOT STAND AT THE STATION MARK TO SEE
 GG0024'THE AZIMUTH MARK.  A COMPLETE DESCRIPTION FOLLOWS.
 GG0024'
 GG0024'STATION IS LOCATED IN THE VILLAGE OF GOODMAN IN THE NE 1/4
 GG0024'SEC 8, T 23 N, R 32 W ON LAND OWNED AND OCCUPIED BY THE
 GG0024'GOODMAN SCHOOL DISTRICT, AT THE SOUTHWEST CORNER OF THE
 GG0024'SCHOOLGROUNDS, 122 FEET NORTHWEST OF THE NORTHEAST CORNER
 GG0024'OF THE RAILROAD STATION, 94 FEET NORTHWEST OF THE NORTHWEST
 GG0024'RAIL OF THE MAIN TRACK OF THE KANSAS CITY SOUTHERN RAILROAD,
 GG0024'78 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 GG0024'BLOCK BUILDING, 66 FEET NORTH-NORTHEAST OF THE END POST IN THE
 GG0024'RAILROAD RIGHT-OF-WAY FENCE, 47 FEET NORTHWEST OF THE
 GG0024'RAILROAD RIGHT-OF-WAY FENCE, AND 44 FEET EAST OF THE CENTER
 GG0024'OF A HARD-SURFACED ROAD.  THE MARK PROJECTS 1 INCH AND
 GG0024'THE DISK IS STAMPED GOODMAN 1935.
 GG0024'
 GG0024'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION,
 GG0024'42 FEET NORTH OF A POWER POLE, 36 FEET EAST OF A TELEPHONE
 GG0024'POLE, 18 FEET EAST OF A HARD-SURFACED ROAD CENTER, AND 3 FEET
 GG0024'SOUTHWEST OF A 10-INCH TREE.  THE MARK IS FLUSH WITH THE
 GG0024'SURFACE OF THE GROUND AND THE DISK IS STAMPED GOODMAN NO 2 1935.
 GG0024'
 GG0024'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 136 FEET EAST OF THE
 GG0024'CENTER OF A HARD-SURFACED ROAD, 95 FEET NORTH-NORTHEAST OF
 GG0024'THE NORTHEAST CORNER OF A RAILROAD STATION, 32 FEET NORTHWEST
 GG0024'OF THE MOST NORTHWEST RAIL OF TWO TRACKS, AND 1 FOOT SOUTHEAST
 GG0024'OF RAILROAD RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE
 GG0024'SURFACE OF THE GROUND AND THE DISK IS STAMPED GOODMAN NO 3 1935.
 GG0024'
 GG0024'BENCH MARK L 108 1935 IS SOUTH-SOUTHWEST OF THE STATION, 140
 GG0024'FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF RAILROAD STATION,
 GG0024'40 FEET WEST OF THE CENTER OF HARD-SURFACED ROAD, 16 FEET
 GG0024'WEST OF RAILROAD CROSSING SIGN, AND 16 FEET SOUTHEAST OF THE
 GG0024'SOUTHEAST RAIL OF MAIN TRACK.  THE MARK PROJECTS 2 INCHES.
 GG0024'IT IS STANDARD USC AND GS BENCH DISK AND IS STAMPED L 108
 GG0024'1935.
 GG0024'
 GG0024'AZIMUTH MARK IS SOUTHWEST OF THE STATION, 30 FEET NORTH OF
 GG0024'THE CENTER OF COUNTY HIGHWAY C, IN THE MIDDLE OF A Y FORMED
 GG0024'BY TWO RAILROAD TRACKS, 170 FEET WEST OF A RAILROAD CROSSING,
 GG0024'AND 100 FEET SOUTH OF A RAILROAD TRACK.  THE MARK PROJECTS
 GG0024'8 INCHES AND THE DISK IS STAMPED GOODMAN 1935.
 GG0024'
 GG0024'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 GG0024'COUNTY HIGHWAY C WHICH IS ABOUT 10 MILES SOUTH OF NEOSHO, GO EAST
 GG0024'ON COUNTY HIGHWAY C FOR 0.3 MILES TO THE AZIMUTH MARK ON
 GG0024'THE LEFT.  CONTINUE EAST AND NORTH ON COUNTY HIGHWAY C FOR
 GG0024'0.25 MILE TO THE RAILROAD DEPOT AND THE STATION AS DESCRIBED.
 GG0024
 GG0024                          STATION RECOVERY (1957)
 GG0024
 GG0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GG0024'AT GOODMAN.
 GG0024'LOCATED IN THE SOUTHWEST OF THE SCHOOLGROUNDS OF THE GOODMAN PUBLIC
 GG0024'SCHOOL, 122 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 GG0024'RAILROAD STATION, 94 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GG0024'KANSAS CITY SOUTHERN RAILROAD, 78 FEET EAST-NORTHEAST OF THE
 GG0024'NORTHEAST CORNER OF BLOCK BUILDING, 47 FEET NORTHWEST OF THE
 GG0024'RAILROAD RIGHT-OF-WAY FENCE, AND 44 FEET EAST OF THE CENTER OF A
 GG0024'HARD-SURFACED ROAD.  A STANDARD DISK, STAMPED GOODMAN 1935, SET
 GG0024'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
 GG0024
 GG0024                          STATION RECOVERY (1989)
 GG0024
 GG0024'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GG0024'RECOVERED IN GOOD CONDITION.
 GG0024
 GG0024                          STATION RECOVERY (1989)
 GG0024
 GG0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0024'STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTH OF NEOSHO, NEAR THE
 GG0024'SOUTHWEST CORNER OF THE PUBLIC SCHOOL GROUNDS AT GOODMAN, EAST OF
 GG0024'SCHOOL STREET AND NORTH OF A RAILROAD CROSSING.  OWNERSHIP-CITY OF
 GG0024'GOODMAN.
 GG0024'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND ROAD C
 GG0024'EAST AT GOODMAN, GO EASTERLY ALONG ROAD C (SPLITLOG AVE.) FOR 0.48 KM
 GG0024'(0.30 MI) TO A RAILROAD CROSSING.  CONTINUE EASTERLY ALONG ROAD C FOR
 GG0024'0.32 KM (0.20 MI) TO THE JUNCTION OF SCHOOL STREET.  TURN LEFT AND GO
 GG0024'NORTHERLY ALONG SCHOOL STREET FOR 0.16 KM (0.10 MI) TO A RAILROAD
 GG0024'CROSSING.  PROCEED ACROSS THE RAILROAD TRACK AND CONTINUE NORTH ON
 GG0024'SCHOOL STREET FOR 0.08 KM (0.05 MI) TO A SCHOOL ENTRANCE DRIVE ON THE
 GG0024'RIGHT AND THE STATION AT THE SOUTH EDGE OF THE SCHOOL ENTRANCE.
 GG0024'STATION MARK IS SET 13.1 M (43.0 FT) EAST OF THE CENTERLINE OF SCHOOL
 GG0024'STREET, 9.3 M (30.5 FT) NORTHEAST OF A 6-INCH ELM TREE, 14.6 M
 GG0024'(47.9 FT) NORTH OF A RAILROAD R-O-W FENCELINE, 0.31 M (1.0 FT) SOUTH
 GG0024'OF THE SOUTH EDGE OF THE ENTRANCE DRIVE, 0.31 M (1.0 FT) NORTH OF A
 GG0024'CABLE GUARD RAIL, 9.75 M (32.0 FT) NORTH OF THE NORTH EDGE OF AN
 GG0024'EAST-WEST SIDEWALK, 12.2 M (40.0 FT) SOUTHEAST OF A FIRE HYDRANT AND
 GG0024'FLUSH WITH THE GR0UND SURFACE.
 GG0024'DESCRIBED BY G.F.S.
 GG0024
 GG0024                          STATION RECOVERY (1990)
 GG0024
 GG0024'RECOVERED 1990
 GG0024'RECOVERED IN GOOD CONDITION.
 GG0024
 GG0024                          STATION RECOVERY (2005)
 GG0024
 GG0024'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0559 ***********************************************************************
 GG0559  DESIGNATION -  GOODMAN MUNICIPAL TANK
 GG0559  PID         -  GG0559
 GG0559  STATE/COUNTY-  MO/MCDONALD
 GG0559  USGS QUAD   -  ANDERSON (1982)
 GG0559
 GG0559                         *CURRENT SURVEY CONTROL
 GG0559  ___________________________________________________________________
 GG0559* NAD 83(1997)-  36 44 16.75647(N)    094 24 28.67265(W)     ADJUSTED  
 GG0559* NAVD 88     -                                                        
 GG0559  ___________________________________________________________________
 GG0559  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 GG0559  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GG0559
 GG0559  HORZ ORDER  -  THIRD
 GG0559
 GG0559.The horizontal coordinates were established by classical geodetic methods
 GG0559.and adjusted by the National Geodetic Survey in February 2000..
 GG0559
 GG0559
 GG0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0559
 GG0559.The geoid height was determined by GEOID03.
 GG0559
 GG0559;                    North         East     Units Scale Factor Converg.
 GG0559;SPC MO W     -    63,398.258   858,219.763   MT  0.99994201   +0 03 18.2
 GG0559;UTM  15      - 4,066,731.145   374,292.679   MT  0.99979468   -0 50 32.3
 GG0559
 GG0559                          SUPERSEDED SURVEY CONTROL
 GG0559
 GG0559  NAD 83(1997)-  36 44 16.75664(N)    094 24 28.67262(W) AD(       ) 4
 GG0559  NAD 83(1997)-  36 44 16.75767(N)    094 24 28.67305(W) AD(       ) 4
 GG0559  NAD 83(1997)-  36 44 16.76843(N)    094 24 28.67562(W) AD(       ) 4
 GG0559  NAD 83(1986)-  36 44 16.77210(N)    094 24 28.67366(W) AD(       ) 4
 GG0559  NAD 27      -  36 44 16.52100(N)    094 24 27.89600(W) AD(       ) 3
 GG0559
 GG0559.Superseded values are not recommended for survey control.
 GG0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0559.See file dsdata.txt to determine how the superseded data were derived.
 GG0559
 GG0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7429366731(NAD 83)
 GG0559_MARKER: 53 = ELEVATED TANK
 GG0559
 GG0559  HISTORY     - Date     Condition        Report By
 GG0559  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0559  HISTORY     - 1989     GOOD             USPSQD
 GG0559  HISTORY     - 20030101 GOOD             GEOCAC
 GG0559  HISTORY     - 20050720 GOOD             GEOCAC
 GG0559
 GG0559                          STATION DESCRIPTION
 GG0559
 GG0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0559'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS
 GG0559'A 4 LEGGED STEEL STRUCTURE, PAINTED SILVER, ABOUT 90 FEET
 GG0559'HIGH AND HAS THE LEGEND GOODMAN MO PAINTED IN BLACK LETTERS
 GG0559'ON THE NORTHWEST SIDE.
 GG0559'
 GG0559'THE TANK IS LOCATED AT THE WEST CENTRAL SECTION OF GOODMAN,
 GG0559'0.1 MILE SOUTH OF THE RAILROAD DEPOT.  IT IS OWNED AND OPERATED
 GG0559'BY THE CITY.
 GG0559
 GG0559                          STATION RECOVERY (1989)
 GG0559
 GG0559'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GG0559'RECOVERED IN GOOD CONDITION.
 GG0559
 GG0559                          STATION RECOVERY (2003)
 GG0559
 GG0559'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GG0559'RECOVERED IN GOOD CONDITION.
 GG0559
 GG0559                          STATION RECOVERY (2005)
 GG0559
 GG0559'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0559'THE TANK HAS A BLUE ROOF, AND GOODMAN PAINTED IN BLUE LETTERS.
 GG0559' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0025 ***********************************************************************
 GG0025  DESIGNATION -  GOODMAN RM 3
 GG0025  PID         -  GG0025
 GG0025  STATE/COUNTY-  MO/MCDONALD
 GG0025  USGS QUAD   -  ANDERSON (1982)
 GG0025
 GG0025                         *CURRENT SURVEY CONTROL
 GG0025  ___________________________________________________________________
 GG0025* NAD 83(1997)-  36 44 23.82755(N)    094 24 27.54701(W)     ADJUSTED  
 GG0025* NAVD 88     -       382.47   (meters)    1254.8    (feet)  RESET     
 GG0025  ___________________________________________________________________
 GG0025  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GG0025  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GG0025
 GG0025  HORZ ORDER  -  THIRD
 GG0025  VERT ORDER  -  THIRD
 GG0025
 GG0025.The horizontal coordinates were established by classical geodetic methods
 GG0025.and adjusted by the National Geodetic Survey in January 2004..
 GG0025
 GG0025.The orthometric height was computed from unverified reset data.
 GG0025
 GG0025.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0025
 GG0025.The geoid height was determined by GEOID03.
 GG0025
 GG0025;                    North         East     Units Scale Factor Converg.
 GG0025;SPC MO W     -    63,616.244   858,247.479   MT  0.99994201   +0 03 18.9
 GG0025;UTM  15      - 4,066,948.637   374,323.801   MT  0.99979459   -0 50 31.7
 GG0025
 GG0025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0025!SPC MO W     -   0.99994450  x   0.99994201  =   0.99988651
 GG0025!UTM  15      -   0.99994450  x   0.99979459  =   0.99973910
 GG0025
 GG0025                          SUPERSEDED SURVEY CONTROL
 GG0025
 GG0025  NGVD 29 (??/??/??)  382.70   (m)         1255.6    (f) RESET       3  
 GG0025
 GG0025.Superseded values are not recommended for survey control.
 GG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0025.See file dsdata.txt to determine how the superseded data were derived.
 GG0025
 GG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7432466949(NAD 83)
 GG0025_MARKER: DR = REFERENCE MARK DISK
 GG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0025_STAMPING: GOODMAN R M NO 3 1935
 GG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0025+STABILITY: SURFACE MOTION
 GG0025
 GG0025  HISTORY     - Date     Condition        Report By
 GG0025  HISTORY     - 1957     MONUMENTED       CGS
 GG0025  HISTORY     - 1957     GOOD             NGS
 GG0025  HISTORY     - 19910323 GOOD             USPSQD
 GG0025
 GG0025                          STATION DESCRIPTION
 GG0025
 GG0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GG0025'AT GOODMAN.
 GG0025'AT GOODMAN, MC DONALD COUNTY, ALONG THE KANSAS CITY SOUTHERN
 GG0025'RAILROAD, 136 FEET EAST OF THE CENTER OF HARD-SURFACED ROAD, 95
 GG0025'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF RAILROAD
 GG0025'STATION, 92.61 FEET EAST OF TRIANGULATION STATION GOODMAN 1935,
 GG0025'32 FEET NORTHWEST OF THE MOST NORTHWEST RAIL OF TWO TRACKS,
 GG0025'AND 1 FOOT SOUTHEAST OF RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD
 GG0025'DISK, STAMPED GOODMAN R M NO 3 1935, SET IN THE TOP OF A CONCRETE
 GG0025'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 GG0025
 GG0025                          STATION RECOVERY (1991)
 GG0025
 GG0025'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 GG0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1215 ***********************************************************************
 HD1215  DESIGNATION -  GOOSE
 HD1215  PID         -  HD1215
 HD1215  STATE/COUNTY-  MO/DALLAS
 HD1215  USGS QUAD   -  LONG LANE (1982)
 HD1215
 HD1215                         *CURRENT SURVEY CONTROL
 HD1215  ___________________________________________________________________
 HD1215* NAD 83(1997)-  37 30 52.08989(N)    092 56 05.02386(W)     ADJUSTED  
 HD1215* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 HD1215  ___________________________________________________________________
 HD1215  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 HD1215  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HD1215
 HD1215  HORZ ORDER  -  SECOND
 HD1215
 HD1215.The horizontal coordinates were established by classical geodetic methods
 HD1215.and adjusted by the National Geodetic Survey in February 2000..
 HD1215
 HD1215.The orthometric height was scaled from a topographic map.
 HD1215
 HD1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1215
 HD1215.The geoid height was determined by GEOID03.
 HD1215
 HD1215;                    North         East     Units Scale Factor Converg.
 HD1215;SPC MO C     -   186,634.650   461,568.793   MT  0.99995152   -0 15 53.1
 HD1215;UTM  15      - 4,151,948.619   505,768.209   MT  0.99960041   +0 02 23.1
 HD1215
 HD1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1215!SPC MO C     -   0.99994579  x   0.99995152  =   0.99989731
 HD1215!UTM  15      -   0.99994579  x   0.99960041  =   0.99954622
 HD1215
 HD1215|---------------------------------------------------------------------|
 HD1215| PID    Reference Object                     Distance      Geod. Az  |
 HD1215|                                                           dddmmss.s |
 HD1215| CN6278 GOOSE RM 1                           19.214 METERS 01843     |
 HD1215| HD1216 15 J                                176.035 METERS 09903     |
 HD1215| HD1177 CONWAY                              APPROX. 9.6 KM 1085937.1 |
 HD1215| CN6279 GOOSE RM 2                           20.135 METERS 25944     |
 HD1215| CN6277 GOOSE AZ MK                                        2710632.2 |
 HD1215|---------------------------------------------------------------------|
 HD1215
 HD1215                          SUPERSEDED SURVEY CONTROL
 HD1215
 HD1215  NAD 83(1986)-  37 30 52.10228(N)    092 56 05.02299(W) AD(       ) 2
 HD1215  NAD 27      -  37 30 51.94600(N)    092 56 04.37500(W) AD(       ) 2
 HD1215
 HD1215.Superseded values are not recommended for survey control.
 HD1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1215.See file dsdata.txt to determine how the superseded data were derived.
 HD1215
 HD1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB0576851949(NAD 83)
 HD1215_MARKER: DS = TRIANGULATION STATION DISK
 HD1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1215+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 HD1215
 HD1215  HISTORY     - Date     Condition        Report By
 HD1215  HISTORY     - 1947     MONUMENTED       CGS
 HD1215  HISTORY     - 1972     GOOD             MJH
 HD1215  HISTORY     - 20060724 GOOD             MODNR
 HD1215
 HD1215                          STATION DESCRIPTION
 HD1215
 HD1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1215'THE STATION IS LOCATED ABOUT 6 MILES WEST OF CONWAY, 44
 HD1215'FEET NORTH OF T-INTERSECTION WITH T LEADING SOUTH, 13.5
 HD1215'FEET NORTH OF WIRE FENCE, 23 FEET NORTHWEST OF FENCE CORNER
 HD1215'AND 13.0 FEET NORTH OF WHITE WITNESS POST.  THE DISK IS
 HD1215'STAMPED GOOSE 1947 AND IS 9 INCHES UNDERGROUND.
 HD1215'
 HD1215'REFERENCE MARK NO. 1 IS 63.04 FEET NORTH OF THE STATION, 72
 HD1215'FEET NORTH OF FENCE CORNER POST, 73 FEET NORTH OF TELEPHONE
 HD1215'POLE AND 1 FOOT WEST OF WIRE FENCE.  THE DISK IS STAMPED
 HD1215'GOOSE NO 1 1947 AND PROJECTS 5 INCHES.
 HD1215'
 HD1215'REFERENCE MARK NO. 2 IS 66.06 FEET WEST OF THE STATION,
 HD1215'1.1 FEET NORTH OF WIRE FENCE, 84 FEET WEST OF FENCE CORNER
 HD1215'AND 99 FEET WEST OF TELEPHONE POLE.  THE DISK IS STAMPED
 HD1215'GOOSE NO 2 1947 AND PROJECTS 5 INCHES.
 HD1215'
 HD1215'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE WEST OF THE STATION,
 HD1215'29 FEET NORTH OF CENTERLINE OF ROAD, 1.1 FEET SOUTH OF WIRE
 HD1215'FENCE, 2.1 FEET EAST OF WITNESS POST AND 2.1 FEET SOUTH
 HD1215'OF TELEPHONE POLE.  THE DISK IS STAMPED GOOSE 1947 AND PROJECTS
 HD1215'4 INCHES.
 HD1215'
 HD1215'BM 15-J-1932 (USGS) IS 577.57 FEET EAST OF THE STATION, 10 FEET
 HD1215'SOUTH OF WIRE FENCE, 40 FEET SOUTH OF T-INTERSECTION WITH
 HD1215'T LEADING NORTH.  THE DISK IS STAMPED 15-J-1932, 1224 FEET
 HD1215'AND IS ON A CONCRETE POST PROJECTING 6 INCHES.
 HD1215'
 HD1215'TO REACH FROM THE ROAD JUNCTION OF COUNTY ROADS M AND Y
 HD1215'WITH U.S. HIGHWAY 66 IN CONWAY, GO WEST ON COUNTY ROAD M
 HD1215'6.0 MILES TO STATION ON RIGHT AS DESCRIBED.
 HD1215'
 HD1215'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AND CONSIDERABLE
 HD1215'CLEARING IS REQUIRED TO MAKE IT VISIBLE.
 HD1215'
 HD1215'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1215
 HD1215                          STATION RECOVERY (1972)
 HD1215
 HD1215'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1972 (ATL)
 HD1215'GOOSE 1947 RECOVERED GOOD. (9 INCH SUB-SURFACE)
 HD1215'
 HD1215'RM NO. 1 RECOVERED GOOD.
 HD1215'
 HD1215'RM NO. 2 RECOVERED GOOD.
 HD1215'
 HD1215'DID NOT SEARCH FOR AZIMUTH MARK.  NOT VISIBLE FROM GROUND.
 HD1215
 HD1215                          STATION RECOVERY (2006)
 HD1215
 HD1215'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HD1215'RECOVERED AZIMUTH MARK, REFERENCE MARK ONE AND REFERENCE MARK TWO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1368 ***********************************************************************
 HD1368  DESIGNATION -  GORMAN RESET
 HD1368  PID         -  HD1368
 HD1368  STATE/COUNTY-  MO/LAWRENCE
 HD1368  USGS QUAD   -  STOTTS CITY (1971)
 HD1368
 HD1368                         *CURRENT SURVEY CONTROL
 HD1368  ___________________________________________________________________
 HD1368* NAD 83(1997)-  37 04 25.12254(N)    093 59 58.42697(W)     ADJUSTED  
 HD1368* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 HD1368  ___________________________________________________________________
 HD1368  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 HD1368  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HD1368
 HD1368  HORZ ORDER  -  FIRST
 HD1368
 HD1368.The horizontal coordinates were established by classical geodetic methods
 HD1368.and adjusted by the National Geodetic Survey in February 2000..
 HD1368
 HD1368.The orthometric height was scaled from a topographic map.
 HD1368
 HD1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1368
 HD1368.The geoid height was determined by GEOID03.
 HD1368
 HD1368;                    North         East     Units Scale Factor Converg.
 HD1368;SPC MO W     -   100,759.130   894,499.271   MT  0.99996556   +0 18 06.1
 HD1368;UTM  15      - 4,103,509.374   411,147.416   MT  0.99969725   -0 36 09.4
 HD1368
 HD1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1368!SPC MO W     -   0.99994339  x   0.99996556  =   0.99990895
 HD1368!UTM  15      -   0.99994339  x   0.99969725  =   0.99964065
 HD1368
 HD1368|---------------------------------------------------------------------|
 HD1368| PID    Reference Object                     Distance      Geod. Az  |
 HD1368|                                                           dddmmss.s |
 HD1368| CN6284 GORMAN RM 3                           6.574 METERS 03743     |
 HD1368| CN6280 GORMAN AZ MK                                       0624640.8 |
 HD1368| CN6281 GORMAN AZ MK 2                                     0665534.7 |
 HD1368| HD1367 STOTTS CITY RADIO KAO 72 MAST       APPROX. 1.3 KM 0992437.3 |
 HD1368| CN6285 GORMAN RM 4                           5.468 METERS 13201     |
 HD1368| CN6282 GORMAN RM 1                           9.032 METERS 21001     |
 HD1368| CN6283 GORMAN RM 2                           7.070 METERS 33102     |
 HD1368|---------------------------------------------------------------------|
 HD1368
 HD1368                          SUPERSEDED SURVEY CONTROL
 HD1368
 HD1368  NAD 83(1997)-  37 04 25.12329(N)    093 59 58.42685(W) AD(       ) 1
 HD1368  NAD 83(1997)-  37 04 25.13188(N)    093 59 58.42877(W) AD(       ) 1
 HD1368  NAD 83(1986)-  37 04 25.13551(N)    093 59 58.42605(W) AD(       ) 1
 HD1368  NAD 27      -  37 04 24.92280(N)    093 59 57.66630(W) AD(       ) 1
 HD1368
 HD1368.Superseded values are not recommended for survey control.
 HD1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1368.See file dsdata.txt to determine how the superseded data were derived.
 HD1368
 HD1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1114703509(NAD 83)
 HD1368_MARKER: DS = TRIANGULATION STATION DISK
 HD1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1368
 HD1368  HISTORY     - Date     Condition        Report By
 HD1368  HISTORY     - 1959     MONUMENTED       CGS
 HD1368  HISTORY     - 1963     GOOD             CGS
 HD1368
 HD1368                          STATION DESCRIPTION
 HD1368
 HD1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1368'THE STATION IS ABOUT 6 MILES EAST OF SARCOXIE AND 4 MILES
 HD1368'SOUTHWEST OF STOTTS CITY IN THE NORTHWEST 1/4 OF SEC. 9, T.
 HD1368'27 N., R. 28 W. ON THE PROPERTY OF MR. ED GORMAN.  IT IS 34
 HD1368'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 13 FEET NORTH OF
 HD1368'A WIRE FENCE, 12 FEET EAST OF A FENCE CORNER, AND 3 FEET SOUTH
 HD1368'OF A WIRE FENCE.  THE MONUMENT IS 10 INCHES UNDERGROUND AND
 HD1368'THE DISK IS STAMPED GORMAN 1959.
 HD1368'
 HD1368'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 166 AND
 HD1368'STATE HIGHWAY 97 ABOUT 2 MILES SOUTH OF STOTTS CITY, GO WEST
 HD1368'ON HIGHWAY 166 FOR 2.1 MILES TO POINT WHERE STATE HIGHWAY
 HD1368'97 TURNS SOUTH.  CONTINUE WEST ON HIGHWAY 166 FOR 0.5 MILE TO THE
 HD1368'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 166
 HD1368'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 HD1368'WEST ON HIGHWAY 166 FOR 0.25 MILE TO JUNCTION OF COUNTY
 HD1368'ROAD F AND A GRAVELED ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 HD1368'THE GRAVELED ROAD FOR 0.15 MILE TO A LANE AND THE STATION ON
 HD1368'THE LEFT.
 HD1368'
 HD1368'REFERENCE MARK 1 IS 19 FEET EAST OF THE CENTERLINE OF THE
 HD1368'GRAVELED ROAD, 2 FEET WEST OF A SOUTH GATEPOST, AND 2 FEET
 HD1368'NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 HD1368'THE DISK IS STAMPED GORMAN NO 1 1959.
 HD1368'
 HD1368'REFERENCE MARK 2 IS 23 FEET EAST OF THE CENTERLINE OF THE
 HD1368'GRAVELED ROAD, 17 FEET NORTH OF A FENCE CORNER, AND 1 FOOT EAST
 HD1368'OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 HD1368'IS STAMPED GORMAN NO 2 1959.
 HD1368'
 HD1368'THE AZIMUTH MARK IS 99 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 HD1368'166, 2 FEET WEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A WIRE
 HD1368'FENCE, AND 2 FEET EAST OF A WITNESS POST.  THE MONUMENT
 HD1368'PROJECTS 2 INCHES AND THE DISK IS STAMPED GORMAN 1959.
 HD1368'
 HD1368'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HD1368
 HD1368                          STATION RECOVERY (1963)
 HD1368
 HD1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 HD1368'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION, BUT AT
 HD1368'THE REQUEST OF THE RESIDENT ENGINEER OF THE HIGHWAY DEPARTMENT,
 HD1368'THE STATION MARK WAS LOWERED 2 FEET, AND NEW REFERENCE MARKS
 HD1368'AND A NEW AZIMUTH MARK WERE ESTABLISHED.  THE 1959 DIRECTIONS
 HD1368'FOR REACHING THE STATION ARE ADEQUATE.
 HD1368'
 HD1368'TO REACH THE NEW AZIMUTH MARK FROM THE STATION, GO NORTH
 HD1368'ON A GRAVELED ROAD FOR 0.15 MILE, THEN GO EAST ON U.S. HIGHWAY
 HD1368'166 FOR 0.25 MILE TO THE MARK ON THE RIGHT ON THE TOP OF A
 HD1368'CUTBANK.
 HD1368'
 HD1368'A NEW DESCRIPTION FOR ALL MARKS FOLLOWS.
 HD1368'
 HD1368'THE STATION IS A STANDARD DISK STAMPED GORMAN 1959 SET IN A
 HD1368'CONCRETE MONUMENT THAT IS 15 INCHES UNDERGROUND, 14.9 FEET
 HD1368'WEST OF A WITNESS POST, 35.1 FEET EAST OF THE CENTER OF A ROAD.
 HD1368'
 HD1368'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED GORMAN NO 3 1959
 HD1368'1963 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HD1368'IS FLUSH WITH THE SURFACE OF THE GROUND, 14.6 FEET NORTH OF
 HD1368'A FENCE, 14.5 FEET SOUTH OF A WITNESS POST, AND 50 FEET
 HD1368'EAST OF THE CENTER OF THE ROAD.
 HD1368'
 HD1368'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED GORMAN NO 4 1959
 HD1368'1963 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 HD1368'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 50 FEET EAST OF
 HD1368'THE CENTER OF THE ROAD, 1 FOOT NORTH OF A FENCE, AND 14.6
 HD1368'FEET NORTH OF A WITNESS POST.
 HD1368'
 HD1368'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GORMAN 1963 SET
 HD1368'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HD1368'1 INCH.  IT IS 74 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 HD1368'166, 4.4 FEET WEST OF A WITNESS POST, 1 FOOT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1519 ***********************************************************************
 KE1519  DESIGNATION -  GOWER
 KE1519  PID         -  KE1519
 KE1519  STATE/COUNTY-  MO/CLINTON
 KE1519  USGS QUAD   -  GOWER (1978)
 KE1519
 KE1519                         *CURRENT SURVEY CONTROL
 KE1519  ___________________________________________________________________
 KE1519* NAD 83(1997)-  39 36 59.95264(N)    094 35 29.38068(W)     ADJUSTED  
 KE1519* NAVD 88     -       306.5    (meters)    1006.     (feet)  GPS OBS   
 KE1519  ___________________________________________________________________
 KE1519  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 KE1519  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KE1519
 KE1519  HORZ ORDER  -  FIRST
 KE1519
 KE1519.The horizontal coordinates were established by GPS observations
 KE1519.and adjusted by the National Geodetic Survey in February 2000..
 KE1519
 KE1519.The orthometric height was determined by GPS observations and a
 KE1519.high-resolution geoid model.
 KE1519
 KE1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1519
 KE1519.The geoid height was determined by GEOID03.
 KE1519
 KE1519;                    North         East     Units Scale Factor Converg.
 KE1519;SPC MO W     -   382,911.084   842,143.867   MT  0.99994194   -0 03 30.0
 KE1519;UTM  15      - 4,386,420.891   363,390.562   MT  0.99982976   -1 00 53.9
 KE1519
 KE1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1519!SPC MO W     -   0.99995700  x   0.99994194  =   0.99989894
 KE1519!UTM  15      -   0.99995700  x   0.99982976  =   0.99978676
 KE1519
 KE1519|---------------------------------------------------------------------|
 KE1519| PID    Reference Object                     Distance      Geod. Az  |
 KE1519|                                                           dddmmss.s |
 KE1519| CL6575 GOWER RM 1                           32.498 METERS 16907     |
 KE1519| CL6574 GOWER AZ MK 2                                      2001818.9 |
 KE1519| CL6573 GOWER AZ MK                                        2083538.0 |
 KE1519| KE1430 KANSAS CITY OMAHA AWY BCN 2         APPROX.21.7 KM 2162927.7 |
 KE1519| KE1528 KANSAS CITY OMAHA AWY BCN 3         APPROX.17.0 KM 2642158.2 |
 KE1519| CL6576 GOWER RM 2                           32.013 METERS 26951     |
 KE1519| KE1517 LEGGETT                             APPROX.11.3 KM 3502249.3 |
 KE1519|---------------------------------------------------------------------|
 KE1519
 KE1519                          SUPERSEDED SURVEY CONTROL
 KE1519
 KE1519  NAD 83(1997)-  39 36 59.95263(N)    094 35 29.38070(W) AD(       ) 1
 KE1519  NAD 83(1997)-  39 36 59.95263(N)    094 35 29.38070(W) AD(       ) 1
 KE1519  NAD 83(1986)-  39 36 59.95679(N)    094 35 29.37627(W) AD(       ) 1
 KE1519  NAD 83(1986)-  39 36 59.95679(N)    094 35 29.37627(W) AD(       ) 2
 KE1519  NAD 27      -  39 36 59.96780(N)    094 35 28.54190(W) AD(       ) 2
 KE1519  NGVD 29 (07/19/86)  306.41   (m)         1005.3    (f) LEVELING    3  
 KE1519
 KE1519.Superseded values are not recommended for survey control.
 KE1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1519.See file dsdata.txt to determine how the superseded data were derived.
 KE1519
 KE1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6339186421(NAD 83)
 KE1519_MARKER: DD = SURVEY DISK
 KE1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1519_STAMPING: GOWER 1934
 KE1519_MARK LOGO: CGS   
 KE1519_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1519+STABILITY: SURFACE MOTION
 KE1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1519+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 KE1519
 KE1519  HISTORY     - Date     Condition        Report By
 KE1519  HISTORY     - 1934     MONUMENTED       CGS
 KE1519  HISTORY     - 1949     GOOD             CGS
 KE1519  HISTORY     - 1975     GOOD             NGS
 KE1519  HISTORY     - 19931101 GOOD             MODNR
 KE1519  HISTORY     - 19990630 GOOD             MOHC
 KE1519
 KE1519                          STATION DESCRIPTION
 KE1519
 KE1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1519'THIS STATION IS ABOUT 0.4 MILE NE OF THE VILLAGE OF GOWER,
 KE1519'ON A HILL NEAR THE SW CORNER OF THE SE 1/4 SECTION 34, T 56 N,
 KE1519'R 33 W, ON LAND OWNED BY MR. HAL GUINN.  THE MARK IS 0.25
 KE1519'MILE E OF U.S. HIGHWAY 169, 1 FOOT N OF AN E-W FENCE AT
 KE1519'THE HIGHEST POINT OVER WHICH IT PASSES, 24 FEET W OF A N-S
 KE1519'FENCE TO THE S, AND IS SET FLUSH.
 KE1519'
 KE1519'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1519'BRONZE DISKS SET IN CONCRETE.
 KE1519'
 KE1519'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 1/2 FOOT W OF
 KE1519'THE N-S FENCE, 163.06 FEET SE OF REFERENCE MARK NO. 2, AND
 KE1519'PROJECTS 4 INCHES.
 KE1519'
 KE1519'REFERENCE MARK NO. 2 IS W OF THE STATION, 1/2 FOOT N OF
 KE1519'THE E-W FENCE, AND PROJECTS 4 INCHES.
 KE1519'
 KE1519'THE AZIMUTH MARK IS SW OF THE STATION, ON RANGE WITH THE
 KE1519'W SIDE OF THE SCHOOLHOUSE AND 80 YARDS N OF IT, 30 FEET
 KE1519'WSW OF THE CENTER LINE OF HIGHWAY 169 AND PROJECTS 4 INCHES.
 KE1519'
 KE1519'TO REACH FROM THE INTERSECTION OF GOWERS MAIN STREET, AND
 KE1519'HIGHWAY 169, GO N ON 169, 1/4 MILE THEN E ALONG FENCE 1/4
 KE1519'MILE TO THE STATION.
 KE1519'
 KE1519'ALL LIGHTS COME INTO VIEW AT 110 FEET.
 KE1519
 KE1519                          STATION RECOVERY (1949)
 KE1519
 KE1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1519'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 KE1519'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KE1519'THE AZIMUTH MARK WAS OBSTRUCTED BY LARGE TREES AND WAS DESTROYED
 KE1519'AND A NEW MARK ESTABLISHED.
 KE1519'
 KE1519'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION-
 KE1519'
 KE1519'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HILL ABOUT
 KE1519'0.25 OF A MILE NORTHEAST OF GOWER.  IT IS ABOUT 0.35 OF A
 KE1519'MILE EAST OF THE CENTER OF STATE ROUTE NO. 169, 24.0 FEET
 KE1519'WEST OF A T FENCE CORNER AND 1.5 FEET NORTH OF A FENCE.
 KE1519'IT IS FLUSH WITH THE GROUND AND IS STAMPED GOWER 1934.
 KE1519'
 KE1519'REFERENCE MARK NO. 1 IS 103.0 FEET SOUTH OF A T FENCE CORNER
 KE1519'AND 1.8 FEET WEST OF A FENCE.  IT PROJECTS 5 INCHES AND
 KE1519'IS STAMPED GOWER NO 1 1934.
 KE1519'
 KE1519'REFERENCE MARK NO. 2 IS 1.2 FEET NORTH OF A FENCE.  IT PROJECTS
 KE1519'5 INCHES AND IS STAMPED GOWER NO 2 1934.
 KE1519'
 KE1519'THE AZIMUTH MARK IS 40.0 FEET EAST-SOUTHEAST OF A FENCE
 KE1519'CORNER, 30.0 FEET NORTHEAST OF THE CENTER OF STATE ROUTE
 KE1519'NO. 169, 1.3 FEET WEST-NORTHWEST OF A WITNESS POST, AND
 KE1519'0.7 OF A FOOT SOUTHWEST OF A FENCE.  IT PROJECTS 4 INCHES
 KE1519'AND IS STAMPED GOWER RESET 1949.
 KE1519'
 KE1519'TO REACH THE STATION FROM THE POST OFFICE IN GOWER, GO SOUTH
 KE1519'FOR 0.1 OF A MILE, TURN LEFT FOR 0.15 OF A MILE TO STREET
 KE1519'INTERSECTION WITH STATE ROUTE NO. 169, TURN LEFT ON STATE
 KE1519'ROUTE NO. 169 FOR 0.4 OF A MILE TO A WOODEN GATE ON THE
 KE1519'RIGHT, TURN RIGHT THROUGH WOODEN GATE AND FOLLOW ALONG NORTH
 KE1519'EDGE OF A FENCE FOR 0.35 OF A MILE TO TOP OF HILL AND THE
 KE1519'STATION AS DESCRIBED.
 KE1519'
 KE1519'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG
 KE1519'THE NORTH EDGE OF FENCE FOR 0.35 OF A MILE TO A WOODEN GATE
 KE1519'IN RIGHT-OF-WAY FENCE, PASS THROUGH GATE AND TURN LEFT ON
 KE1519'STATE ROUTE NO. 169 FOR 0.5 OF A MILE AND AZIMUTH MARK ON
 KE1519'THE LEFT AS DESCRIBED.
 KE1519'
 KE1519'A 100 FOOT SIGNAL AT STATION LEGGETT 1934 IS VISIBLE AT
 KE1519'4 FEET.
 KE1519'
 KE1519'A 100 FOOT SIGNAL AT STATION PERRIN IS VISIBLE AT 24 FEET.
 KE1519'
 KE1519'A 74 FOOT SIGNAL AT STATION PLATTSBURG IS VISIBLE AT 4 FEET.
 KE1519'
 KE1519'A 100 FOOT SIGNAL AT STATION GRAYSON IS VISIBLE AT 24 FEET.
 KE1519'
 KE1519'A 100 FOOT SIGNAL AT STATION MAR 1934 IS VISIBLE AT 37 FEET.
 KE1519
 KE1519                          STATION RECOVERY (1975)
 KE1519
 KE1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KE1519'THE STATION MARK AND REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 KE1519'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN 1949.
 KE1519'THE 1949 AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND THIS DATE.  THE
 KE1519'1949 DESCRIPTION FOR ROUTE TO REACH THE STATION IS ADEQUATE WITH THE
 KE1519'EXCEPTION STATE ROUTE NO. 169 IS U.S. HIGHWAY 169.
 KE1519'
 KE1519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.4 MILE
 KE1519'NORTHEAST OF GOWER.
 KE1519
 KE1519                          STATION RECOVERY (1993)
 KE1519
 KE1519'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (RLW)
 KE1519'IN 1993 THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND
 KE1519'IN GOOD CONDITION.  THE STATION MARK IS A CGS SURVEY DISK SET INTO THE
 KE1519'TOP OF A CONCRETE MONUMENT.  THE STATION IS LOCATED AT THE NORTH EDGE
 KE1519'OF GOWER ABOUT 0.25 MI (0.40 KM) EAST OF U.S.  HIGHWAY 169 AND JUST
 KE1519'NORTH OF A FENCE AT THE SOUTH SIDE OF AN AGRICULTURAL FIELD IN THE
 KE1519'SOUTH HALF OF SECTION 34, TOWNSHIP 56 NORTH, RANGE 33 WEST.  TO REACH
 KE1519'THE STATION FROM THE JUNCTION OF STATE ROUTE -H- AND U.S. HIGHWAY 169
 KE1519'IN GOWER, GO SOUTH ON U.S.  169 FOR 100 FT (30.5 M) TO FIELD STREET.
 KE1519'TURN LEFT AND GO EAST ON FIELD STREET FOR 0.25 MI (0.40 KM) TO GREGORY
 KE1519'DRIVE ON THE LEFT.  TURN LEFT AND GO NORTH ON GREGORY DRIVE FOR 0.25
 KE1519'MI (0.40 KM) TO THE NORTHWEST CORNER OF A SUBDIVISION WHERE GREGORY
 KE1519'DRIVE TURNS EAST.  PARK AND CONTACT MR. DAVID MAAG FOR PERMISSION TO
 KE1519'GO THROUGH THE CORNER LOT OF THE SUBDIVISION.  STATION IS 24 FT (7.3
 KE1519'M) WEST OF THE NORTHWEST CORNER OF THE SUBDIVISION LOT.
 KE1519'ALTERNATIVELY, IF CROPS ARE NOT PRESENT IN THE AGRICULTURAL FIELD AND
 KE1519'THE GROUND IS NOT MUDDY, THE STATION MAY BE ACCESSED BY A FIELD
 KE1519'ENTRANCE 0.25 MI (0.40 KM) WEST ON THE EAST SIDE OF U.S.  HIGHWAY 169
 KE1519'JUST NORTH OF THE GOWER CITY LIMITS.  THE OWNER, MR.  MATTHEWS, SHOULD
 KE1519'BE CONTACTED PRIOR TO ACCESS.  THE STATION IS 1.3 FT (0.4 M) NORTH OF
 KE1519'A WITNESS POST, 24 FT (7.3 M) WEST OF FENCES WEST AND SOUTH, 105 FT
 KE1519'(32.0 M) EAST OF RM NO 2 AND 106.6 FT (32.5 M) NNW OF RM NO 1.  RM NO
 KE1519'1 IS 7 FT (2.1 M) SOUTHWEST OF A UTILITY POLE, 2 FT (0.6 M) WEST OF A
 KE1519'NORTH-SOUTH FENCE AND 103 FT (31.4 M) SOUTH OF A FENCE CORNER.  RM NO
 KE1519'2 IS 1.5 FT (0.5 M) NORTH OF THE EAST-WEST FENCE.  SPECIAL
 KE1519'INFORMATION.  THE STATION IN ON PROPERTY OWNED BY MR.  ROBERT L.
 KE1519'MATTHEWS, 1021 NW 164TH STREET, SMITHVILLE, MO 64089.  TELEPHONE
 KE1519'816-532-1168.  EASIEST ACCESS TO STATION IS THROUGH A LANDSCAPED
 KE1519'CORNER LOT OF A SUBDIVISION OWNED BY MR.  DAVID MAAG WHOSE HOME IS ON
 KE1519'THE ADJACENT LOT SOUTH AT 495 GREGORY DRIVE, GOWER MO.  TELEPHONE
 KE1519'816-424-3268.
 KE1519
 KE1519                          STATION RECOVERY (1999)
 KE1519
 KE1519'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 KE1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7140 ***********************************************************************
 AC7140  DESIGNATION -  GR 01
 AC7140  PID         -  AC7140
 AC7140  STATE/COUNTY-  MO/GREENE
 AC7140  USGS QUAD   -  OAK GROVE HEIGHTS (1975)
 AC7140
 AC7140                         *CURRENT SURVEY CONTROL
 AC7140  ___________________________________________________________________
 AC7140* NAD 83(1997)-  37 08 38.28791(N)    093 05 55.24747(W)     ADJUSTED  
 AC7140* NAVD 88     -       432.08   (meters)    1417.6    (feet)  LEVELING  
 AC7140  ___________________________________________________________________
 AC7140  X           -    -275,180.971 (meters)                     COMP
 AC7140  Y           -  -5,083,239.994 (meters)                     COMP
 AC7140  Z           -   3,830,384.753 (meters)                     COMP
 AC7140  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AC7140  ELLIP HEIGHT-         403.22  (meters)          (02/17/00) GPS OBS
 AC7140  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AC7140
 AC7140  HORZ ORDER  -  FIRST
 AC7140  VERT ORDER  -  THIRD ?
 AC7140  ELLP ORDER  -  FOURTH    CLASS I
 AC7140
 AC7140.The horizontal coordinates were established by GPS observations
 AC7140.and adjusted by the National Geodetic Survey in February 2000..
 AC7140
 AC7140.The orthometric height was determined by differential leveling.
 AC7140.The vertical network tie was performed by a horz. field party for horz.
 AC7140.obs reductions. Reset procedures were used to establish the elevation.
 AC7140
 AC7140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7140
 AC7140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7140
 AC7140.The ellipsoidal height was determined by GPS observations
 AC7140.and is referenced to NAD 83.
 AC7140
 AC7140.The geoid height was determined by GEOID03.
 AC7140
 AC7140;                    North         East     Units Scale Factor Converg.
 AC7140;SPC MO C     -   145,596.822   446,814.426   MT  0.99996817   -0 21 41.4
 AC7140;UTM  15      - 4,110,848.056   491,236.435   MT  0.99960095   -0 03 34.5
 AC7140
 AC7140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7140!SPC MO C     -   0.99993673  x   0.99996817  =   0.99990490
 AC7140!UTM  15      -   0.99993673  x   0.99960095  =   0.99953770
 AC7140
 AC7140                          SUPERSEDED SURVEY CONTROL
 AC7140
 AC7140  NAD 83(1997)-  37 08 38.28818(N)    093 05 55.24729(W) AD(       ) 1
 AC7140  NAD 83(1986)-  37 08 38.30079(N)    093 05 55.24773(W) AD(       ) 1
 AC7140
 AC7140.Superseded values are not recommended for survey control.
 AC7140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7140.See file dsdata.txt to determine how the superseded data were derived.
 AC7140
 AC7140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB9123610848(NAD 83)
 AC7140_MARKER: DD = SURVEY DISK
 AC7140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7140_STAMPING: GR-01 1989
 AC7140_MARK LOGO: MODNR 
 AC7140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7140+STABILITY: SURFACE MOTION
 AC7140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7140+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 AC7140
 AC7140  HISTORY     - Date     Condition        Report By
 AC7140  HISTORY     - 1989     MONUMENTED       MODNR
 AC7140  HISTORY     - 20040722 GOOD             USPSQD
 AC7140
 AC7140                          STATION DESCRIPTION
 AC7140
 AC7140'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7140'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7140'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 3 MI
 AC7140'(4.8 KM) NORTHWEST OF ROGERSVILLE AND ABOUT 12 MI (19.3 KM) SOUTHEAST
 AC7140'OF SPRINGFIELD AT A COUNTY ROAD RAILROAD CROSSING NORTHWEST OF THE
 AC7140'VILLAGE OF PALMETTO IN SECTION 10, TOWNSHIP 28 NORTH, RANGE 20 WEST.
 AC7140'THE STATION IS 43 FT (13.1 M) NORTH OF THE CENTERLINE OF FARM ROAD
 AC7140'-166-, 29.15 FT (8.88 M) EAST OF THE EAST RAIL, 56.20 FT (17.13 M)
 AC7140'SOUTH OF A NAIL AND SHINER IN THE EAST SIDE OF A TELEGRAPH POLE, 39.71
 AC7140'FT (12.10 M) NORTHWEST OF A NAIL AND SHINER IN THE SOUTHWEST SIDE OF
 AC7140'FENCE POST, 83 FT (25.3 M) NORTH OF A NAIL AND SHINER IN THE WEST SIDE
 AC7140'OF A TELEGRAPH POLE, AND 17.4 FT (5.3 M) SOUTHWEST OF A CARSONITE
 AC7140'WITNESS POST AT FENCE. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET
 AC7140'IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND
 AC7140'IS LOCATED ABOUT 0.25 MI (0.40 KM) SOUTHEAST OF THE STATION ON THE
 AC7140'WEST RAILROAD RIGHT-OF-WAY SOUTH OF A COUNTY ROAD CROSSING AND
 AC7140'OPPOSITE THE TRACKS FROM THE PALMETTO CEMETERY.  IT IS 77 FT (23.5 M)
 AC7140'SOUTH OF FARM ROAD -243-, 33.18 FT (10.11 M) WEST OF THE WEST RAIL,
 AC7140'13.6 FT (4.1 M) EAST OF THE WEST RIGHT-OF-WAY FENCE OF THE RAILROAD,
 AC7140'66.95 FT (20.41 M) SOUTH OF A NAIL AND SHINER IN THE WEST SIDE OF A
 AC7140'RAILROAD CROSSING SIGN POST, 79.4 FT (24.2 M) SOUTHWEST OF A NAIL AND
 AC7140'SHINER IN SOUTH SIDE OF A TELEGRAPH POLE, AND 24.27 FT (7.40 M)
 AC7140'NORTHEAST OF A NAIL AND SHINER IN THE EAST SIDE OF A 7 BLACK OAK TREE,
 AC7140'AND 7.3 FT (2.2 M) EAST OF A CARSONITE WITNESS POST. TO REACH THE
 AC7140'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 60 AND MISSOURI HIGHWAY
 AC7140'125 ABOUT 8 MI (12.9 KM) SOUTHEAST OF SPRINGFIELD, GO NORTH ON HIGHWAY
 AC7140'125 FOR 1.5 MI (2.4 KM) TO T-ROAD INTERSECTION WITH FARM ROAD -166-.
 AC7140'TURN RIGHT AND GO EAST ON FARM ROAD -166- 1.35 MI (2.17 KM) TO
 AC7140'RAILROAD CROSSING AND THE STATION NORTH OF THE CROSSING AS DESCRIBED.
 AC7140'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHEAST ON ROAD
 AC7140'-166- FOR 0.20 MI (0.32 KM) TO T-ROAD INTERSECTION WITH FARM ROAD
 AC7140'-243-.  TURN RIGHT AND GO SOUTH ON ROAD -243- FOR 0.12 MI (0.19 KM) TO
 AC7140'THE RAILROAD CROSSING AND THE MARK ON THE LEFT (SOUTHWEST) OF THE
 AC7140'CROSSING. DATE OF REPORT 08-23-1996
 AC7140
 AC7140                          STATION RECOVERY (2004)
 AC7140
 AC7140'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AC7140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7137 ***********************************************************************
 AC7137  DESIGNATION -  GR 03
 AC7137  PID         -  AC7137
 AC7137  STATE/COUNTY-  MO/GREENE
 AC7137  USGS QUAD   -  SPRINGFIELD (1975)
 AC7137
 AC7137                         *CURRENT SURVEY CONTROL
 AC7137  ___________________________________________________________________
 AC7137* NAD 83(1997)-  37 09 35.86718(N)    093 18 49.44401(W)     ADJUSTED  
 AC7137* NAVD 88     -       391.2    (meters)    1283.     (feet)  GPS OBS   
 AC7137  ___________________________________________________________________
 AC7137  X           -    -294,194.613 (meters)                     COMP
 AC7137  Y           -  -5,081,068.332 (meters)                     COMP
 AC7137  Z           -   3,831,774.789 (meters)                     COMP
 AC7137  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 AC7137  ELLIP HEIGHT-         362.11  (meters)          (02/17/00) GPS OBS
 AC7137  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AC7137
 AC7137  HORZ ORDER  -  FIRST
 AC7137  ELLP ORDER  -  FOURTH    CLASS I
 AC7137
 AC7137.The horizontal coordinates were established by GPS observations
 AC7137.and adjusted by the National Geodetic Survey in February 2000..
 AC7137
 AC7137.The orthometric height was determined by GPS observations and a
 AC7137.high-resolution geoid model.
 AC7137
 AC7137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7137
 AC7137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7137
 AC7137.The ellipsoidal height was determined by GPS observations
 AC7137.and is referenced to NAD 83.
 AC7137
 AC7137.The geoid height was determined by GEOID03.
 AC7137
 AC7137;                    North         East     Units Scale Factor Converg.
 AC7137;SPC MO C     -   147,514.000   427,724.307   MT  0.99999766   -0 29 29.6
 AC7137;UTM  15      - 4,112,663.906   472,143.691   MT  0.99960956   -0 11 22.2
 AC7137
 AC7137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7137!SPC MO C     -   0.99994318  x   0.99999766  =   0.99994084
 AC7137!UTM  15      -   0.99994318  x   0.99960956  =   0.99955276
 AC7137
 AC7137                          SUPERSEDED SURVEY CONTROL
 AC7137
 AC7137  NAD 83(1997)-  37 09 35.86732(N)    093 18 49.44395(W) AD(       ) 1
 AC7137  NAD 83(1986)-  37 09 35.87959(N)    093 18 49.44429(W) AD(       ) 1
 AC7137
 AC7137.Superseded values are not recommended for survey control.
 AC7137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7137.See file dsdata.txt to determine how the superseded data were derived.
 AC7137
 AC7137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7214412664(NAD 83)
 AC7137_MARKER: DD = SURVEY DISK
 AC7137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7137_STAMPING: GR-03 1989
 AC7137_MARK LOGO: MODNR 
 AC7137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7137+STABILITY: SURFACE MOTION
 AC7137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7137+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC7137
 AC7137  HISTORY     - Date     Condition        Report By
 AC7137  HISTORY     - 1989     MONUMENTED       MODNR
 AC7137  HISTORY     - 20011126 MARK NOT FOUND   INDIV
 AC7137
 AC7137                          STATION DESCRIPTION
 AC7137
 AC7137'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7137'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7137'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.832 M (2.730 FT) ABOVE
 AC7137'THE UNDERGROUND MARK AND IS LOCATED IN THE SOUTHWEST PART OF
 AC7137'SPRINGFIELD AT THE INTERSECTION OF SOUTH KANSAS AVENUE AND WEST
 AC7137'BATTLEFIELD ROAD IN SECTION 2, TOWNSHIP 28 NORTH, RANGE 22 WEST.  THE
 AC7137'STATION IS AT THE NORTHWEST CORNER OF THE PARKING LOT FOR SMITTYS
 AC7137'GROCERY STORE.  IT IS 26.5 FT (8.1 M) EAST OF THE CENTERLINE OF SOUTH
 AC7137'KANSAS AVENUE, 12.38 FT (3.77 M) NORTHEAST OF A CUT CROSS ON THE CURB,
 AC7137'8.02 FT (2.44 M) SOUTHEAST OF A CUT CROSS ON THE CURB, 82.2 FT (25.1
 AC7137'M) SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BASE OF A LAMP
 AC7137'POLE, 6.6 FT (2.0 M) SOUTHWEST OF THE EDGE OF A SIDEWALK, 4.2 FT (1.3
 AC7137'M) NORTHWEST OF THE EDGE OF A SIDEWALK, AND 7.65 FT (2.33 M) SOUTHEAST
 AC7137'OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS A DNR ALUMINUM GRS
 AC7137'DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AC7137'SURFACE AND IS LOCATED ABOUT 0.73 MI (1.17 KM) SOUTH OF THE STATION ON
 AC7137'THE WEST SIDE OF SOUTH KANSAS AVENUE AT THE INTERSECTION WITH WEST
 AC7137'WINKLER STREET AND AT THE SOUTHEAST CORNER OF THE PARK CREST ASSEMBLY
 AC7137'OF GOD CHURCH PARKING LOT.  IT IS 12.0 FT (3.7 M) NORTHEAST OF THE
 AC7137'CORNER OF A BOARD FENCE, 38.53 FT (11.74 M) SOUTHEAST OF A NAIL AND
 AC7137'SHINER IN NORTH SIDE OF A POWER POLE, 22 FT (6.7 M) SOUTH OF THE
 AC7137'CENTERLINE OF AN ENTRANCE TO THE CHURCH PARKING LOT, 7.1 FT (2.2 M)
 AC7137'SOUTHWEST OF A NAIL AND SHINER IN EAST SIDE OF A POWER POLE, AND 20.2
 AC7137'FT (6.2 M) WEST OF THE CENTERLINE OF SOUTH KANSAS AVENUE. TO REACH THE
 AC7137'STATION FROM THE INTERSECTION OF KANSAS EXPRESSWAY AND WEST
 AC7137'BATTLEFIELD ROAD IN THE SOUTHWEST PART OF SPRINGFIELD, GO EAST ON WEST
 AC7137'BATTLEFIELD ROAD 0.15 MI (0.24 KM) TO THE INTERSECTION WITH SOUTH
 AC7137'KANSAS AVENUE AND THE STATION AT THE NORTHWEST CORNER OF THE SMITTYS
 AC7137'STORE PARKING LOT. TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH
 AC7137'ON SOUTH KANSAS AVENUE 0.73 MI (1.17 KM) TO THE PARK CREST ASSEMBLY OF
 AC7137'GOD CHURCH ON THE RIGHT AND THE INTERSECTION WITH WEST WINKLER STREET
 AC7137'ON THE LEFT AND THE MARK ON RIGHT AS DESCRIBED. DATE OF REPORT
 AC7137'08-23-1996
 AC7137
 AC7137                          STATION RECOVERY (2001)
 AC7137
 AC7137'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 AC7137'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7132 ***********************************************************************
 AC7132  DESIGNATION -  GR 04
 AC7132  PID         -  AC7132
 AC7132  STATE/COUNTY-  MO/GREENE
 AC7132  USGS QUAD   -  EBENEZER (1975)
 AC7132
 AC7132                         *CURRENT SURVEY CONTROL
 AC7132  ___________________________________________________________________
 AC7132* NAD 83(1997)-  37 22 09.57963(N)    093 21 40.44399(W)     ADJUSTED  
 AC7132* NAVD 88     -       366.9    (meters)    1204.     (feet)  GPS OBS   
 AC7132  ___________________________________________________________________
 AC7132  X           -    -297,580.779 (meters)                     COMP
 AC7132  Y           -  -5,066,757.152 (meters)                     COMP
 AC7132  Z           -   3,850,252.917 (meters)                     COMP
 AC7132  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 AC7132  ELLIP HEIGHT-         337.26  (meters)          (02/17/00) GPS OBS
 AC7132  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 AC7132
 AC7132  HORZ ORDER  -  FIRST
 AC7132  ELLP ORDER  -  FOURTH    CLASS I
 AC7132
 AC7132.The horizontal coordinates were established by GPS observations
 AC7132.and adjusted by the National Geodetic Survey in February 2000..
 AC7132
 AC7132.The orthometric height was determined by GPS observations and a
 AC7132.high-resolution geoid model.
 AC7132
 AC7132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7132
 AC7132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7132
 AC7132.The ellipsoidal height was determined by GPS observations
 AC7132.and is referenced to NAD 83.
 AC7132
 AC7132.The geoid height was determined by GEOID03.
 AC7132
 AC7132;                    North         East     Units Scale Factor Converg.
 AC7132;SPC MO C     -   170,786.237   423,716.773   MT  1.00000499   -0 31 21.9
 AC7132;UTM  15      - 4,135,905.568   468,014.847   MT  0.99961260   -0 13 09.3
 AC7132
 AC7132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7132!SPC MO C     -   0.99994708  x   1.00000499  =   0.99995207
 AC7132!UTM  15      -   0.99994708  x   0.99961260  =   0.99955970
 AC7132
 AC7132                          SUPERSEDED SURVEY CONTROL
 AC7132
 AC7132  NAD 83(1997)-  37 22 09.57978(N)    093 21 40.44393(W) AD(       ) 1
 AC7132  NAD 83(1986)-  37 22 09.59261(N)    093 21 40.44419(W) AD(       ) 1
 AC7132
 AC7132.Superseded values are not recommended for survey control.
 AC7132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7132.See file dsdata.txt to determine how the superseded data were derived.
 AC7132
 AC7132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6801535906(NAD 83)
 AC7132_MARKER: DD = SURVEY DISK
 AC7132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7132_STAMPING: GR-04 1989
 AC7132_MARK LOGO: MODNR 
 AC7132_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7132+STABILITY: SURFACE MOTION
 AC7132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7132+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2001
 AC7132
 AC7132  HISTORY     - Date     Condition        Report By
 AC7132  HISTORY     - 1989     MONUMENTED       MODNR
 AC7132  HISTORY     - 20010220 GOOD             SKW
 AC7132
 AC7132                          STATION DESCRIPTION
 AC7132
 AC7132'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7132'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7132'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.844 M (2.769 FT) ABOVE
 AC7132'THE UNDERGROUND MARK AND IS LOCATED ON THE EAST SIDE OF FARM ROAD
 AC7132'-123- NEAR THE SECTION LINE BETWEEN SECTIONS 32 AND 33 IN TOWNSHIP 31
 AC7132'NORTH, RANGE 22 WEST IN GREENE COUNTY.  THE STATION IS 469 FT (143.0
 AC7132'M) SOUTH OF THE INTERSECTION OF FARM ROADS -38- AND -123-.  IT IS
 AC7132'75.85 FT (23.12 M) SOUTH OF A STEEL PIPE GATE POST, 12.2 FT (3.7 M)
 AC7132'SOUTHWEST OF A STEEL FENCE POST, 25.9 FT (7.9 M) NORTHWEST OF ANOTHER
 AC7132'STEEL FENCE POST, 1.9 FT (0.6 M) WEST OF THE RIGHT-OF-WAY FENCE, AND
 AC7132'13.1 FT (4.0 M) EAST OF THE CENTERLINE OF FARM ROAD -123-. THE AZIMUTH
 AC7132'MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE
 AC7132'POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED 0.28 MI (0.45 KM)
 AC7132'SOUTH OF THE STATION IN THE WEST RIGHT-OF-WAY OF FARM ROAD -123-.  THE
 AC7132'MARK IS 12.38 FT (3.77 M) NORTHEAST OF A NAIL AND BOTTLE CAP IN THE
 AC7132'EAST SIDE OF A CORNER FENCE POST, 2.1 FT (0.6 M) EAST OF A STEEL FENCE
 AC7132'POST, 16 FT (4.9 M) WEST OF THE CENTERLINE OF ROAD -123-, 488 FT
 AC7132'(148.7 M) NORTH OF THE INTERSECTION OF FARM ROADS -44- AND -123-, AND
 AC7132'2 FT (0.6 M) EAST OF A CARSONITE WITNESS POST. TO REACH THE STATION
 AC7132'FROM THE INTERSECTION OF INTERSTATE 44 AND U.S. HIGHWAY 13 IN THE
 AC7132'NORTHWEST PART OF SPRINGFIELD, GO NORTH ON HIGHWAY 13 FOR 8.02 MI
 AC7132'(12.91 KM) TO FARM ROAD -44-.  TURN LEFT AND GO WEST ON FARM ROAD -44-
 AC7132'FOR 2.34 MI (3.77 KM) TO CROSSROADS WITH FARM ROAD -123-.  TURN RIGHT
 AC7132'AND GO NORTH ON FARM ROAD -123- FOR 0.08 MI (0.13 KM) TO THE AZIMUTH
 AC7132'MARK ON THE LEFT.  CONTINUE NORTH ON FARM ROAD -123- FOR 0.28 MI (0.45
 AC7132'KM) TO THE STATION ON THE RIGHT ON TOP OF THE HILL AS DESCRIBED. DATE
 AC7132'OF REPORT 08-23-1996
 AC7132
 AC7132                          STATION RECOVERY (2001)
 AC7132
 AC7132'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 AC7132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7144 ***********************************************************************
 AC7144  DESIGNATION -  GR 05
 AC7144  PID         -  AC7144
 AC7144  STATE/COUNTY-  MO/GREENE
 AC7144  USGS QUAD   -  NIXA (1975)
 AC7144
 AC7144                         *CURRENT SURVEY CONTROL
 AC7144  ___________________________________________________________________
 AC7144* NAD 83(1997)-  37 06 58.61116(N)    093 18 19.67871(W)     ADJUSTED  
 AC7144* NAVD 88     -       379.5    (meters)    1245.     (feet)  GPS OBS   
 AC7144  ___________________________________________________________________
 AC7144  X           -    -293,629.611 (meters)                     COMP
 AC7144  Y           -  -5,084,023.566 (meters)                     COMP
 AC7144  Z           -   3,827,902.883 (meters)                     COMP
 AC7144  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AC7144  ELLIP HEIGHT-         350.42  (meters)          (02/17/00) GPS OBS
 AC7144  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AC7144
 AC7144  HORZ ORDER  -  FIRST
 AC7144  ELLP ORDER  -  FOURTH    CLASS I
 AC7144
 AC7144.The horizontal coordinates were established by GPS observations
 AC7144.and adjusted by the National Geodetic Survey in February 2000..
 AC7144
 AC7144.The orthometric height was determined by GPS observations and a
 AC7144.high-resolution geoid model.
 AC7144
 AC7144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7144
 AC7144.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7144
 AC7144.The ellipsoidal height was determined by GPS observations
 AC7144.and is referenced to NAD 83.
 AC7144
 AC7144.The geoid height was determined by GEOID03.
 AC7144
 AC7144;                    North         East     Units Scale Factor Converg.
 AC7144;SPC MO C     -   142,660.060   428,417.548   MT  0.99999643   -0 29 09.8
 AC7144;UTM  15      - 4,107,815.566   472,862.218   MT  0.99960907   -0 11 03.6
 AC7144
 AC7144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7144!SPC MO C     -   0.99994501  x   0.99999643  =   0.99994144
 AC7144!UTM  15      -   0.99994501  x   0.99960907  =   0.99955410
 AC7144
 AC7144                          SUPERSEDED SURVEY CONTROL
 AC7144
 AC7144  NAD 83(1997)-  37 06 58.61132(N)    093 18 19.67864(W) AD(       ) 1
 AC7144  NAD 83(1986)-  37 06 58.62392(N)    093 18 19.67881(W) AD(       ) 1
 AC7144
 AC7144.Superseded values are not recommended for survey control.
 AC7144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7144.See file dsdata.txt to determine how the superseded data were derived.
 AC7144
 AC7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7286207816(NAD 83)
 AC7144_MARKER: DD = SURVEY DISK
 AC7144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7144_STAMPING: GR-05 1989
 AC7144_MARK LOGO: MODNR 
 AC7144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7144+STABILITY: SURFACE MOTION
 AC7144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7144+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC7144
 AC7144  HISTORY     - Date     Condition        Report By
 AC7144  HISTORY     - 1989     MONUMENTED       MODNR
 AC7144
 AC7144                          STATION DESCRIPTION
 AC7144
 AC7144'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7144'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7144'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED IN THE
 AC7144'SOUTH RIGHT-OF-WAY OF WEST PLAINVIEW ROAD IN SECTION 23, TOWNSHIP 28
 AC7144'NORTH, RANGE 22 WEST WHICH IS ABOUT 7 MI (11.3 KM) SOUTH OF DOWNTOWN
 AC7144'SPRINGFIELD.  THE STATION IS 25.5 FT (7.8 M) SOUTH OF THE CENTERLINE
 AC7144'OF WEST PLAINVIEW ROAD, 68.4 FT (20.8 M) EAST OF THE CENTERLINE OF
 AC7144'SOUTH STONEGATE STREET, 43.75 FT (13.34 M) EAST OF A .5 INCH IRON BAR
 AC7144'IN A CONCRETE GUTTER, 28.85 FT (8.79 M) NORTHWEST OF SOUTHWEST ANGLE
 AC7144'POINT OF ROCK WALL WITH STONEGATE SUBDIVISION SIGN, AND 56.2 FT (17.1
 AC7144'M) WEST OF THE NORTHEAST CORNER OF THE ROCK WALL AND 2.0 FT (0.6 M)
 AC7144'NORTH OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS A DNR ALUMINUM
 AC7144'GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AC7144'SURFACE AND IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF THE STATION IN
 AC7144'THE NORTH RIGHT-OF-WAY OF WEST PLAINVIEW ROAD.  IT IS 136.5 FT (41.6
 AC7144'M) WEST OF THE CENTERLINE OF THE OUTER ROAD ON THE WEST SIDE OF U.S.
 AC7144'HIGHWAY 160.  THE MARK IS 12.23 FT (3.73 M) SOUTHWEST OF THE SOUTHWEST
 AC7144'CORNER OF A STEEL TELEPHONE BASE, IT IS 21.4 FT (6.5 M) NORTH OF THE
 AC7144'CENTERLINE OF WEST PLAINVIEW ROAD, 51.46 FT (15.69 M) NORTHWEST OF A
 AC7144'NAIL AND BOTTLE CAP IN THE WEST SIDE OF A POWER POLE, 5.75 FT (1.75 M)
 AC7144'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STEEL BASE OF A LAMP POLE AND
 AC7144'2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST. TO REACH THE STATION
 AC7144'FROM THE INTERSECTION OF HIGHWAY -M- (JAMES RIVER FREEWAY) AND U.S.
 AC7144'160 ON THE SOUTH SIDE OF SPRINGFIELD, GO SOUTH ON ROUTE U.S.  160 1.36
 AC7144'MI (2.19 KM) TO THE INTERSECTION OF U.S.  160 AND PLAINVIEW ROAD.
 AC7144'TURN RIGHT AND GO WEST ON PLAINVIEW ROAD ABOUT 200 FT (61.0 M) TO THE
 AC7144'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST ON PLAINVIEW
 AC7144'ROAD 0.47 MI (0.76 KM) TO T-ROAD INTERSECTION WITH SOUTH STONEGATE
 AC7144'STREET.  TURN LEFT ON STONEGATE STREET AND THE STATION ON THE LEFT AS
 AC7144'DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7139 ***********************************************************************
 AC7139  DESIGNATION -  GR 06
 AC7139  PID         -  AC7139
 AC7139  STATE/COUNTY-  MO/GREENE
 AC7139  USGS QUAD   -  SPRINGFIELD (1975)
 AC7139
 AC7139                         *CURRENT SURVEY CONTROL
 AC7139  ___________________________________________________________________
 AC7139* NAD 83(1997)-  37 09 25.88587(N)    093 15 46.86273(W)     ADJUSTED  
 AC7139* NAVD 88     -       402.6    (meters)    1321.     (feet)  GPS OBS   
 AC7139  ___________________________________________________________________
 AC7139  X           -    -289,707.941 (meters)                     COMP
 AC7139  Y           -  -5,081,521.428 (meters)                     COMP
 AC7139  Z           -   3,831,536.456 (meters)                     COMP
 AC7139  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 AC7139  ELLIP HEIGHT-         373.55  (meters)          (02/17/00) GPS OBS
 AC7139  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AC7139
 AC7139  HORZ ORDER  -  FIRST
 AC7139  ELLP ORDER  -  FOURTH    CLASS I
 AC7139
 AC7139.The horizontal coordinates were established by GPS observations
 AC7139.and adjusted by the National Geodetic Survey in February 2000..
 AC7139
 AC7139.The orthometric height was determined by GPS observations and a
 AC7139.high-resolution geoid model.
 AC7139
 AC7139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7139
 AC7139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7139
 AC7139.The ellipsoidal height was determined by GPS observations
 AC7139.and is referenced to NAD 83.
 AC7139
 AC7139.The geoid height was determined by GEOID03.
 AC7139
 AC7139;                    North         East     Units Scale Factor Converg.
 AC7139;SPC MO C     -   147,168.866   432,226.581   MT  0.99998990   -0 27 39.2
 AC7139;UTM  15      - 4,112,342.634   476,645.984   MT  0.99960672   -0 09 31.9
 AC7139
 AC7139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7139!SPC MO C     -   0.99994138  x   0.99998990  =   0.99993128
 AC7139!UTM  15      -   0.99994138  x   0.99960672  =   0.99954813
 AC7139
 AC7139                          SUPERSEDED SURVEY CONTROL
 AC7139
 AC7139  NAD 83(1997)-  37 09 25.88605(N)    093 15 46.86264(W) AD(       ) 1
 AC7139  NAD 83(1986)-  37 09 25.89874(N)    093 15 46.86298(W) AD(       ) 1
 AC7139
 AC7139.Superseded values are not recommended for survey control.
 AC7139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7139.See file dsdata.txt to determine how the superseded data were derived.
 AC7139
 AC7139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7664612343(NAD 83)
 AC7139_MARKER: DD = SURVEY DISK
 AC7139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7139_STAMPING: GR-06 1989
 AC7139_MARK LOGO: MODNR 
 AC7139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7139+STABILITY: SURFACE MOTION
 AC7139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7139+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC7139
 AC7139  HISTORY     - Date     Condition        Report By
 AC7139  HISTORY     - 1989     MONUMENTED       MODNR
 AC7139
 AC7139                          STATION DESCRIPTION
 AC7139
 AC7139'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7139'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7139'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED ON THE WEST
 AC7139'RIGHT-OF-WAY OF SOUTH GLENSTONE AVENUE ABOUT 800 FT (243.8 M) SOUTH OF
 AC7139'THE GLENSTONE AND BATTLEFIELD ROAD INTERSECTION.  IT IS 29.8 FT (9.1
 AC7139'M) WEST OF THE CONCRETE SLAB OF GLENSTONE AVENUE AND 13.1 FT (4.0 M)
 AC7139'EAST OF THE CONCRETE CURB OF THE PARKING LOT OF THE VENTURE STORE AND
 AC7139'THE ITALIAN RESTAURANT.  THE STATION IS SOUTHEAST 41.1 FT (12.5 M)
 AC7139'FROM A CROSS IN THE CURB, NORTHEAST 23.0 FT (7.0 M) FROM A CROSS IN
 AC7139'THE CURB, 60.6 FT (18.5 M) EAST OF THE SOUTHEAST CORNER OF THE
 AC7139'SIDEWALK AROUND THE RESTAURANT, 22.7 FT (6.9 M) SOUTHEAST OF A NAIL
 AC7139'AND SHINER IN THE NORTHEAST SIDE OF A POWER POLE, 13.0 FT (4.0 M) EAST
 AC7139'OF A CARSONITE POST AND WITNESS POST. THE AZIMUTH MARK IS A DNR
 AC7139'ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH
 AC7139'THE GROUND SURFACE AND IS LOCATED 0.4 MI (0.6 KM) SOUTH OF THE STATION
 AC7139'ON THE WEST SIDE OF U.S.  HIGHWAY 60 (GLENSTONE AVENUE) AND 450 FT
 AC7139'(137.2 M) NORTH OF THE CENTERLINE OF EAST PRIMROSE STREET.  IT IS 60.5
 AC7139'FT (18.4 M) WEST OF THE CENTERLINE OF THE EASTBOUND LANE OF HIGHWAY
 AC7139'60, 12.82 FT (3.91 M) SOUTHEAST OF A NAIL AND SHINER IN NORTH SIDE OF
 AC7139'THE EASTERN MOST POST OF A BILLBOARD SIGN, 23.85 FT (7.27 M) NORTHEAST
 AC7139'OF A NAIL AND SHINER IN SOUTH SIDE OF THE MOST SOUTHERN POST OF A
 AC7139'BILLBOARD AND 5.5 FT (1.7 M) NORTHEAST OF A CARSONITE WITNESS POST. TO
 AC7139'REACH THE STATION FROM THE INTERSECTION OF GLENSTONE AND BATTLEFIELD
 AC7139'IN THE SOUTHEAST PART OF SPRINGFIELD, GO SOUTH ON GLENSTONE 0.18 MI
 AC7139'(0.29 KM) TO THE ENTRANCE OF THE FRIENDLY FORD DEALER AND THE VENTURE
 AC7139'STORE ON THE RIGHT.  TURN RIGHT ON THE VENTURE STORE PARKING LOT AND
 AC7139'GO BACK NORTH ABOUT 300 FT (91.4 M) ALONG THE EAST SIDE OF THE PARKING
 AC7139'LOT TO THE ITALIAN RESTAURANT AND THE STATION. TO REACH THE AZIMUTH
 AC7139'MARK FROM THE STATION GO SOUTH ON GLENSTONE 0.4 MI (0.6 KM) TO THE
 AC7139'MARK AS DESCRIBED 450 FT (137.2 M) NORTH OF THE EAST PRIMROSE AND
 AC7139'GLENSTONE (U.S.  HIGHWAY 60) INTERSECTION. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7150 ***********************************************************************
 AC7150  DESIGNATION -  GR 07
 AC7150  PID         -  AC7150
 AC7150  STATE/COUNTY-  MO/GREENE
 AC7150  USGS QUAD   -  GALLOWAY (1975)
 AC7150
 AC7150                         *CURRENT SURVEY CONTROL
 AC7150  ___________________________________________________________________
 AC7150* NAD 83(1997)-  37 07 56.50879(N)    093 13 37.96884(W)     ADJUSTED  
 AC7150* NAVD 88     -       365.91   (meters)    1200.5    (feet)  LEVELING  
 AC7150  ___________________________________________________________________
 AC7150  X           -    -286,624.490 (meters)                     COMP
 AC7150  Y           -  -5,083,333.515 (meters)                     COMP
 AC7150  Z           -   3,829,317.927 (meters)                     COMP
 AC7150  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 AC7150  ELLIP HEIGHT-         336.92  (meters)          (02/17/00) GPS OBS
 AC7150  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AC7150
 AC7150  HORZ ORDER  -  FIRST
 AC7150  VERT ORDER  -  THIRD ?
 AC7150  ELLP ORDER  -  FOURTH    CLASS I
 AC7150
 AC7150.The horizontal coordinates were established by GPS observations
 AC7150.and adjusted by the National Geodetic Survey in February 2000..
 AC7150
 AC7150.The orthometric height was determined by differential leveling.
 AC7150.The vertical network tie was performed by a horz. field party for horz.
 AC7150.obs reductions. Reset procedures were used to establish the elevation.
 AC7150
 AC7150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7150
 AC7150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7150
 AC7150.The ellipsoidal height was determined by GPS observations
 AC7150.and is referenced to NAD 83.
 AC7150
 AC7150.The geoid height was determined by GEOID03.
 AC7150
 AC7150;                    North         East     Units Scale Factor Converg.
 AC7150;SPC MO C     -   144,388.701   435,385.714   MT  0.99998475   -0 26 20.4
 AC7150;UTM  15      - 4,109,580.210   479,818.513   MT  0.99960502   -0 08 13.8
 AC7150
 AC7150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7150!SPC MO C     -   0.99994713  x   0.99998475  =   0.99993188
 AC7150!UTM  15      -   0.99994713  x   0.99960502  =   0.99955217
 AC7150
 AC7150                          SUPERSEDED SURVEY CONTROL
 AC7150
 AC7150  NAD 83(1997)-  37 07 56.50898(N)    093 13 37.96875(W) AD(       ) 1
 AC7150  NAD 83(1986)-  37 07 56.52168(N)    093 13 37.96908(W) AD(       ) 1
 AC7150
 AC7150.Superseded values are not recommended for survey control.
 AC7150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7150.See file dsdata.txt to determine how the superseded data were derived.
 AC7150
 AC7150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7981909580(NAD 83)
 AC7150_MARKER: DD = SURVEY DISK
 AC7150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7150_STAMPING: GR-07 1989
 AC7150_MARK LOGO: MODNR 
 AC7150_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7150+STABILITY: SURFACE MOTION
 AC7150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7150+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC7150
 AC7150  HISTORY     - Date     Condition        Report By
 AC7150  HISTORY     - 1989     MONUMENTED       MODNR
 AC7150
 AC7150                          STATION DESCRIPTION
 AC7150
 AC7150'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7150'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7150'CONCRETE POST SET FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT
 AC7150'0.3 MI (0.5 KM) NORTHEAST OF THE INTERCHANGE OF U.S.  HIGHWAY 65 AND
 AC7150'U.S.  HIGHWAY 60 SOUTHEAST OF SPRINGFIELD IN SECTION 16, TOWNSHIP 28
 AC7150'NORTH, RANGE 21 WEST IN GREENE COUNTY.  IT IS IN THE EAST RIGHT-OF-WAY
 AC7150'OF U.S.  HIGHWAY 65 EAST OF A BARRICADED OFF SECTION OF THE OUTER ROAD
 AC7150'NAMED BRUNSWICK AVENUE.  IT IS 19.7 FT (6.0 M) WEST OF THE
 AC7150'RIGHT-OF-WAY FENCE, 28.7 FT (8.7 M) SOUTHWEST OF A STEEL FENCE POST,
 AC7150'22.9 FT (7.0 M) NORTHWEST OF A STEEL RIGHT-OF-WAY POST, 54.95 FT
 AC7150'(16.75 M) NORTHEAST OF I-BEAM GUARDRAIL POST, 39 FT (11.9 M) EAST OF
 AC7150'THE CENTERLINE OF THE ABANDONED BRUNSWICK AVENUE, 81.85 FT (24.95 M)
 AC7150'SOUTHEAST OF THE EASTERN MOST I-BEAM OF THE BARRIER THAT BLOCKS OFF
 AC7150'BRUNSWICK AVENUE AND 19.3 FT (5.9 M) NORTHWEST OF A CARSONITE WITNESS
 AC7150'POST. THE AZIMUTH MARK IS LOCATED ABOUT 0.41 MI (0.66 KM) NORTH OF THE
 AC7150'STATION IN THE EAST RIGHT-OF-WAY OF BRUNSWICK AVENUE.  IT IS 46 FT
 AC7150'(14.0 M) EAST OF THE CENTERLINE, 31.55 FT (9.62 M) SOUTHWEST OF A
 AC7150'STEEL FENCE POST, 32.68 FT (9.96 M) NORTHWEST OF A STEEL FENCE POST
 AC7150'AND 18.58 FT (5.66 M) WEST OF A MHTD SURVEY MARKER SIGN AND STEEL POST
 AC7150'IN THE RIGHT-OF-WAY FENCE.  THE MARK IS A ROD STAMPED NO.  21 MHTD SET
 AC7150'FLUSH WITH THE GROUND AND IN A 10 INCH DIAMETER CONCRETE POST. TO
 AC7150'REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 65 AND
 AC7150'BATTLEFIELD ROAD IN THE SOUTHEAST PART OF SPRINGFIELD, GO WEST ON
 AC7150'BATTLEFIELD ROAD 0.59 MI (0.95 KM) TO PARKVIEW AVENUE.  TURN LEFT AND
 AC7150'GO SOUTH ON PARKVIEW 0.47 MI (0.76 KM) TO GREELEY STREET.  TURN LEFT
 AC7150'AND GO EAST ON GREELEY 0.12 MI (0.19 KM) TO THE SEQOITA SCHOOL AND
 AC7150'SOUTH MENTOR AVENUE.  TURN RIGHT AND GO SOUTH ON MENTOR AVENUE 0.41 MI
 AC7150'(0.66 KM) TO GASCONADE STREET, TURN LEFT AND GO EAST ON GASCONADE
 AC7150'STREET 0.41 MI (0.66 KM) TO SOUTH BRUNSWICK AVENUE WHICH IS THE FIRST
 AC7150'STREET ON THE RIGHT AFTER CROSSING THE U.S.  65 HIGHWAY OVERPASS. TURN
 AC7150'RIGHT AND GO SOUTH ON BRUNSWICK AVENUE PARALLEL WITH U.S. HIGHWAY 65
 AC7150'0.94 MI (1.51 KM) TO THE BARRIER THAT CLOSES THE STREET AND THE
 AC7150'STATION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION
 AC7150'RETURN NORTH ON BRUNSWICK AVENUE 0.41 MI (0.66 KM) TO THE MARK AS
 AC7150'DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7148 ***********************************************************************
 AC7148  DESIGNATION -  GR 08
 AC7148  PID         -  AC7148
 AC7148  STATE/COUNTY-  MO/GREENE
 AC7148  USGS QUAD   -  OZARK (1975)
 AC7148
 AC7148                         *CURRENT SURVEY CONTROL
 AC7148  ___________________________________________________________________
 AC7148* NAD 83(1997)-  37 06 04.32266(N)    093 13 48.72093(W)     ADJUSTED  
 AC7148* NAVD 88     -       394.4    (meters)    1294.     (feet)  GPS OBS   
 AC7148  ___________________________________________________________________
 AC7148  X           -    -287,008.356 (meters)                     COMP
 AC7148  Y           -  -5,085,425.057 (meters)                     COMP
 AC7148  Z           -   3,826,577.208 (meters)                     COMP
 AC7148  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 AC7148  ELLIP HEIGHT-         365.46  (meters)          (02/17/00) GPS OBS
 AC7148  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AC7148
 AC7148  HORZ ORDER  -  FIRST
 AC7148  ELLP ORDER  -  FOURTH    CLASS I
 AC7148
 AC7148.The horizontal coordinates were established by GPS observations
 AC7148.and adjusted by the National Geodetic Survey in February 2000..
 AC7148
 AC7148.The orthometric height was determined by GPS observations and a
 AC7148.high-resolution geoid model.
 AC7148
 AC7148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7148
 AC7148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7148
 AC7148.The ellipsoidal height was determined by GPS observations
 AC7148.and is referenced to NAD 83.
 AC7148
 AC7148.The geoid height was determined by GEOID03.
 AC7148
 AC7148;                    North         East     Units Scale Factor Converg.
 AC7148;SPC MO C     -   140,932.449   435,093.740   MT  0.99998521   -0 26 25.8
 AC7148;UTM  15      - 4,106,123.781   479,544.848   MT  0.99960515   -0 08 19.9
 AC7148
 AC7148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7148!SPC MO C     -   0.99994265  x   0.99998521  =   0.99992786
 AC7148!UTM  15      -   0.99994265  x   0.99960515  =   0.99954782
 AC7148
 AC7148                          SUPERSEDED SURVEY CONTROL
 AC7148
 AC7148  NAD 83(1997)-  37 06 04.32287(N)    093 13 48.72082(W) AD(       ) 1
 AC7148  NAD 83(1986)-  37 06 04.33554(N)    093 13 48.72114(W) AD(       ) 1
 AC7148
 AC7148.Superseded values are not recommended for survey control.
 AC7148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7148.See file dsdata.txt to determine how the superseded data were derived.
 AC7148
 AC7148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7954506124(NAD 83)
 AC7148_MARKER: DD = SURVEY DISK
 AC7148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7148_STAMPING: GR-08 1989
 AC7148_MARK LOGO: MODNR 
 AC7148_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7148+STABILITY: SURFACE MOTION
 AC7148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7148+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC7148
 AC7148  HISTORY     - Date     Condition        Report By
 AC7148  HISTORY     - 1989     MONUMENTED       MODNR
 AC7148
 AC7148                          STATION DESCRIPTION
 AC7148
 AC7148'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7148'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7148'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.570 M (1.870 FT) ABOVE
 AC7148'THE UNDERGROUND MARK AND IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF THE
 AC7148'U.S.  HIGHWAY 60 AND U.S.  HIGHWAY 65 INTERCHANGE SOUTHEAST OF
 AC7148'SPRINGFIELD.  IT IS IN THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP
 AC7148'28 NORTH, RANGE 21 WEST.  THE STATION IS 0.14 MI (0.23 KM) EAST OF
 AC7148'U.S.  HIGHWAY 65 AT THE T-INTERSECTION OF EVANS ROAD (FARM ROAD -188-)
 AC7148'AND OLD HIGHWAY 65 (FARM ROAD -181-) .  IT IS 167 FT (50.9 M) NORTH OF
 AC7148'THE CENTERLINE OF ROAD -188- AND 29 FT (8.8 M) WEST OF THE CENTERLINE
 AC7148'OF ROAD -181-.  IT IS 72 FT (21.9 M) SOUTH OF THE ENTRANCE TO A
 AC7148'PHILLIPS 66 GAS STATION AND QUICK SHOP, 43.8 FT (13.4 M) SOUTH OF A
 AC7148'TELEPHONE PEDESTAL, 61.9 FT (18.9 M) SOUTHEAST OF THE SOUTHEAST ANCHOR
 AC7148'BOLT ON THE BASE OF A STEEL LAMP POLE, AND 6.9 FT (2.1 M) SOUTH OF A
 AC7148'STEEL RIGHT-OF-WAY POST. THE AZIMUTH MARK IS LOCATED ABOUT 0.25 MI
 AC7148'(0.40 KM) SOUTH OF THE STATION ON THE EAST SIDE OF FARM ROAD -181- AND
 AC7148'82.4 FT (25.1 M) NORTH OF THE CENTERLINE INTERSECTION OF FARM ROADS
 AC7148'-181- AND -194-. THE MARK IS 28 FT (8.5 M) EAST OF THE CENTERLINE OF
 AC7148'ROAD -181-, 24.14 FT (7.36 M) SOUTH OF A NAIL AND SHINER IN THE WEST
 AC7148'SIDE OF A POWER POLE, 61.37 FT (18.71 M) NORTHEAST OF A NAIL AND
 AC7148'SHINER ON THE NORTH SIDE OF A GATE POST, AND 3.8 FT (1.2 M) WEST OF A
 AC7148'CARSONITE WITNESS POST. TO REACH THE STATION FROM THE INTERCHANGE OF
 AC7148'U.S.  HIGHWAY 60 AND U.S.  HIGHWAY 65 SOUTHEAST OF SPRINGFIELD, GO
 AC7148'SOUTH ON U.S.  HIGHWAY 65 2.0 MI (3.2 KM) TO THE EVANS ROAD EXIT.  AT
 AC7148'THE END OF THE EXIT RAMP TURN LEFT AND GO EAST 0.14 MI (0.23 KM) TO
 AC7148'THE T-INTERSECTION WITH FARM ROAD -181-.  TURN LEFT AND GO NORTH 167
 AC7148'FT (50.9 M) TO THE STATION ON THE LEFT AS DESCRIBED. TO REACH THE
 AC7148'AZIMUTH MARK FROM THE STATION GO SOUTH ON FARM ROAD -181- FOR 0.26 MI
 AC7148'(0.42 KM) TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED. DATE OF REPORT
 AC7148'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7158 ***********************************************************************
 AC7158  DESIGNATION -  GR 09
 AC7158  PID         -  AC7158
 AC7158  STATE/COUNTY-  MO/GREENE
 AC7158  USGS QUAD   -  GALLOWAY (1975)
 AC7158
 AC7158                         *CURRENT SURVEY CONTROL
 AC7158  ___________________________________________________________________
 AC7158* NAD 83(1997)-  37 13 27.51943(N)    093 13 21.87844(W)     ADJUSTED  
 AC7158* NAVD 88     -       432.0    (meters)    1417.     (feet)  GPS OBS   
 AC7158  ___________________________________________________________________
 AC7158  X           -    -285,884.213 (meters)                     COMP
 AC7158  Y           -  -5,077,251.227 (meters)                     COMP
 AC7158  Z           -   3,837,488.717 (meters)                     COMP
 AC7158  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 AC7158  ELLIP HEIGHT-         402.89  (meters)          (02/17/00) GPS OBS
 AC7158  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AC7158
 AC7158  HORZ ORDER  -  FIRST
 AC7158  ELLP ORDER  -  FOURTH    CLASS I
 AC7158
 AC7158.The horizontal coordinates were established by GPS observations
 AC7158.and adjusted by the National Geodetic Survey in February 2000..
 AC7158
 AC7158.The orthometric height was determined by GPS observations and a
 AC7158.high-resolution geoid model.
 AC7158
 AC7158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7158
 AC7158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7158
 AC7158.The ellipsoidal height was determined by GPS observations
 AC7158.and is referenced to NAD 83.
 AC7158
 AC7158.The geoid height was determined by GEOID03.
 AC7158
 AC7158;                    North         East     Units Scale Factor Converg.
 AC7158;SPC MO C     -   154,589.622   435,860.635   MT  0.99998399   -0 26 14.0
 AC7158;UTM  15      - 4,119,779.621   480,239.471   MT  0.99960481   -0 08 05.1
 AC7158
 AC7158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7158!SPC MO C     -   0.99993678  x   0.99998399  =   0.99992077
 AC7158!UTM  15      -   0.99993678  x   0.99960481  =   0.99954161
 AC7158
 AC7158                          SUPERSEDED SURVEY CONTROL
 AC7158
 AC7158  NAD 83(1997)-  37 13 27.51962(N)    093 13 21.87836(W) AD(       ) 1
 AC7158  NAD 83(1986)-  37 13 27.53239(N)    093 13 21.87872(W) AD(       ) 1
 AC7158
 AC7158.Superseded values are not recommended for survey control.
 AC7158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7158.See file dsdata.txt to determine how the superseded data were derived.
 AC7158
 AC7158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8023919780(NAD 83)
 AC7158_MARKER: DD = SURVEY DISK
 AC7158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7158_STAMPING: GR-09 1989
 AC7158_MARK LOGO: MODNR 
 AC7158_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7158+STABILITY: SURFACE MOTION
 AC7158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7158+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC7158
 AC7158  HISTORY     - Date     Condition        Report By
 AC7158  HISTORY     - 1989     MONUMENTED       MODNR
 AC7158
 AC7158                          STATION DESCRIPTION
 AC7158
 AC7158'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7158'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7158'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.701 M (2.300 FT) ABOVE
 AC7158'THE UNDERGROUND MARK AND IS LOCATED IN THE NORTHEAST PART OF
 AC7158'SPRINGFIELD IN THE NORTH RIGHT-OF-WAY OF MISSOURI HIGHWAY -YY-
 AC7158'(DIVISION STREET) IN SECTION 10, TOWNSHIP 29 NORTH, RANGE 21 WEST. THE
 AC7158'STATION IS 53.4 FT (16.3 M) NORTH OF THE CENTERLINE OF DIVISION
 AC7158'STREET, 54.5 FT (16.6 M) EAST OF THE ENTRANCE TO TWO LARGE WATER
 AC7158'TANKS, 41.1 FT (12.5 M) SOUTHEAST OF A NAIL AND SHINER IN THE WEST
 AC7158'SIDE OF A CORNER FENCE POST, 23.5 FT (7.2 M) SOUTH OF A NAIL AND
 AC7158'SHINER IN THE EAST SIDE OF A FENCE POST, 85.7 FT (26.1 M) SOUTHEAST OF
 AC7158'A NAIL AND SHINER IN THE SOUTH SIDE OF A POWER POLE, AND 22.6 FT (6.9
 AC7158'M) SOUTHEAST OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS A DNR
 AC7158'ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH
 AC7158'THE GROUND SURFACE AND IS LOCATED ABOUT 0.4 MI (0.6 KM) EAST OF THE
 AC7158'STATION AT THE INTERSECTION OF DIVISION STREET AND FARM ROAD -185-.
 AC7158'IT IS 35.0 FT (10.7 M) SOUTH OF THE CENTERLINE OF DIVISION STREET,
 AC7158'68.2 FT (20.8 M) WEST OF THE CENTERLINE OF FARM ROAD -185-, 73.1 FT
 AC7158'(22.3 M) NORTHWEST FROM THE NORTHEAST CORNER OF A BRICK POST, 38.1 FT
 AC7158'(11.6 M) NORTH OF THE NORTHWEST CORNER OF A BRICK POST, 14.0 FT (4.3
 AC7158'M) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK POST AND 16.8 FT (5.1
 AC7158'M) NORTHEAST OF A CARSONITE WITNESS POST. TO REACH THE STATION FROM
 AC7158'THE INTERSECTION OF INTERSTATE HIGHWAY 44 AND U.S.  HIGHWAY 65 AT THE
 AC7158'NORTHEAST EDGE OF SPRINGFIELD, GO SOUTH ON HIGHWAY 65 ABOUT 2 MI (3.2
 AC7158'KM) AND TURN OFF ON THE DIVISION STREET EXIT.  TURN LEFT AND GO EAST
 AC7158'ON DIVISION STREET 0.15 MI (0.24 KM) TO THE ENTRANCE TO TWO LARGE
 AC7158'WATER TANKS ON THE LEFT AT THE TOP OF THE HILL AND THE STATION ON THE
 AC7158'LEFT. TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON
 AC7158'DIVISION STREET 0.38 MI (0.61 KM) TO CROSSROADS AND THE MARK ON THE
 AC7158'RIGHT AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7131 ***********************************************************************
 AC7131  DESIGNATION -  GR 10
 AC7131  PID         -  AC7131
 AC7131  STATE/COUNTY-  MO/GREENE
 AC7131  USGS QUAD   -  WALNUT GROVE (1975)
 AC7131
 AC7131                         *CURRENT SURVEY CONTROL
 AC7131  ___________________________________________________________________
 AC7131* NAD 83(1997)-  37 24 44.44356(N)    093 36 07.41215(W)     ADJUSTED  
 AC7131* NAVD 88     -       338.6    (meters)    1111.     (feet)  GPS OBS   
 AC7131  ___________________________________________________________________
 AC7131  X           -    -318,690.993 (meters)                     COMP
 AC7131  Y           -  -5,062,545.241 (meters)                     COMP
 AC7131  Z           -   3,854,028.945 (meters)                     COMP
 AC7131  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AC7131  ELLIP HEIGHT-         308.57  (meters)          (02/17/00) GPS OBS
 AC7131  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AC7131
 AC7131  HORZ ORDER  -  FIRST
 AC7131  ELLP ORDER  -  FOURTH    CLASS I
 AC7131
 AC7131.The horizontal coordinates were established by GPS observations
 AC7131.and adjusted by the National Geodetic Survey in February 2000..
 AC7131
 AC7131.The orthometric height was determined by GPS observations and a
 AC7131.high-resolution geoid model.
 AC7131
 AC7131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7131
 AC7131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7131
 AC7131.The ellipsoidal height was determined by GPS observations
 AC7131.and is referenced to NAD 83.
 AC7131
 AC7131.The geoid height was determined by GEOID03.
 AC7131
 AC7131;                    North         East     Units Scale Factor Converg.
 AC7131;SPC MO C     -   175,782.324   402,441.064   MT  1.00005053   -0 40 10.6
 AC7131;UTM  15      - 4,140,786.854   446,721.563   MT  0.99963496   -0 21 56.8
 AC7131
 AC7131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7131!SPC MO C     -   0.99995158  x   1.00005053  =   1.00000211
 AC7131!UTM  15      -   0.99995158  x   0.99963496  =   0.99958656
 AC7131
 AC7131                          SUPERSEDED SURVEY CONTROL
 AC7131
 AC7131  NAD 83(1997)-  37 24 44.44397(N)    093 36 07.41210(W) AD(       ) 1
 AC7131  NAD 83(1986)-  37 24 44.45344(N)    093 36 07.41337(W) AD(       ) 1
 AC7131
 AC7131.Superseded values are not recommended for survey control.
 AC7131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7131.See file dsdata.txt to determine how the superseded data were derived.
 AC7131
 AC7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4672240787(NAD 83)
 AC7131_MARKER: DD = SURVEY DISK
 AC7131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7131_STAMPING: GR-10 1989
 AC7131_MARK LOGO: MODNR 
 AC7131_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7131+STABILITY: SURFACE MOTION
 AC7131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7131+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC7131
 AC7131  HISTORY     - Date     Condition        Report By
 AC7131  HISTORY     - 1989     MONUMENTED       MODNR
 AC7131
 AC7131                          STATION DESCRIPTION
 AC7131
 AC7131'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7131'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7131'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.792 M (2.598 FT) ABOVE
 AC7131'THE UNDERGROUND MARK AND IS LOCATED IN THE SOUTH RIGHT-OF-WAY OF
 AC7131'MISSOURI HIGHWAY -U- IN SECTION 20, TOWNSHIP 31 NORTH, RANGE 24 WEST
 AC7131'IN THE NORTHWEST PART OF GREENE COUNTY.  THE STATION IS 24 FT (7.3 M)
 AC7131'WEST OF A FIELD ENTRANCE, 28.5 FT (8.7 M) SOUTH OF THE CENTERLINE OF
 AC7131'HIGHWAY -U-, 2.4 FT (0.7 M) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 AC7131'3.85 FT (1.17 M) NORTHEAST OF A STEEL FENCE POST, 16.43 FT (5.01 M)
 AC7131'NORTHWEST OF A NAIL AND SHINER IN A GATE POST, 59.65 FT (18.18 M)
 AC7131'SOUTHWEST OF A NAIL AND SHINER IN AN 11 INCH POST OAK, 66.98 FT (20.42
 AC7131'M) SOUTHEAST OF A NAIL AND SHINER IN A 12 INCH SHINGLE OAK, AND 2.3 FT
 AC7131'(0.7 M) NORTH OF A CARSONITE WITNESS POST IN THE R/W FENCE. THE
 AC7131'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A DRILL HOLE IN A
 AC7131'LIMESTONE OUTCROP FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT
 AC7131'0.45 MI (0.72 KM) EAST OF THE STATION IN THE NORTH RIGHT-OF-WAY OF
 AC7131'HIGHWAY -U- 79 FT (24.1 M) EAST OF THE INTERSECTION OF HIGHWAY -U- AND
 AC7131'FARM ROAD 17, IT IS 26.0 FT (7.9 M) NORTH OF THE CENTERLINE OF HIGHWAY
 AC7131'-U-, 56.14 FT (17.11 M) SOUTHEAST OF A STEEL ROAD SIGN POST AND 118.53
 AC7131'FT (36.13 M) SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE, 2.0 FT
 AC7131'(0.6 M) SOUTH OF A CARSONITE WITNESS POST. TO REACH THE STATION FROM
 AC7131'THE INTERSECTION ON MISSOURI ROUTES -123-, -BB-, AND -V- IN WALNUT
 AC7131'GROVE, MISSOURI, GO WEST ON -V- 1.42 MI (2.29 KM) TO THE JUNCTION WITH
 AC7131'HIGHWAY -U-, CONTINUE WEST ON HIGHWAY -U- 1.42 MI (2.29 KM) TO THE
 AC7131'CREST OF HILL AND FIELD ENTRANCE ON SOUTH SIDE OF ROAD AND SMALL BARN
 AC7131'AND CORRAL ON THE NORTH SIDE OF ROAD AND THE STATION ON THE SOUTH SIDE
 AC7131'OF ROAD 24 FT (7.3 M) WEST OF THE FIELD ENTRANCE. TO REACH THE AZIMUTH
 AC7131'MARK RETURN EAST ON HIGHWAY -U- 0.43 MI (0.69 KM) TO COUNTY ROAD NORTH
 AC7131'AND THE MARK AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7151 ***********************************************************************
 AC7151  DESIGNATION -  GR 11
 AC7151  PID         -  AC7151
 AC7151  STATE/COUNTY-  MO/GREENE
 AC7151  USGS QUAD   -  GALLOWAY (1975)
 AC7151
 AC7151                         *CURRENT SURVEY CONTROL
 AC7151  ___________________________________________________________________
 AC7151* NAD 83(1997)-  37 09 29.43209(N)    093 13 36.83636(W)     ADJUSTED  
 AC7151* NAVD 88     -       403.1    (meters)    1323.     (feet)  GPS OBS   
 AC7151  ___________________________________________________________________
 AC7151  X           -    -286,500.875 (meters)                     COMP
 AC7151  Y           -  -5,081,637.577 (meters)                     COMP
 AC7151  Z           -   3,831,623.939 (meters)                     COMP
 AC7151  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AC7151  ELLIP HEIGHT-         374.13  (meters)          (02/17/00) GPS OBS
 AC7151  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 AC7151
 AC7151  HORZ ORDER  -  FIRST
 AC7151  ELLP ORDER  -  FOURTH    CLASS I
 AC7151
 AC7151.The horizontal coordinates were established by GPS observations
 AC7151.and adjusted by the National Geodetic Survey in February 2000..
 AC7151
 AC7151.The orthometric height was determined by GPS observations and a
 AC7151.high-resolution geoid model.
 AC7151
 AC7151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7151
 AC7151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7151
 AC7151.The ellipsoidal height was determined by GPS observations
 AC7151.and is referenced to NAD 83.
 AC7151
 AC7151.The geoid height was determined by GEOID03.
 AC7151
 AC7151;                    North         East     Units Scale Factor Converg.
 AC7151;SPC MO C     -   147,252.988   435,435.611   MT  0.99998467   -0 26 20.7
 AC7151;UTM  15      - 4,112,443.632   479,853.302   MT  0.99960500   -0 08 13.4
 AC7151
 AC7151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7151!SPC MO C     -   0.99994129  x   0.99998467  =   0.99992596
 AC7151!UTM  15      -   0.99994129  x   0.99960500  =   0.99954631
 AC7151
 AC7151                          SUPERSEDED SURVEY CONTROL
 AC7151
 AC7151  NAD 83(1997)-  37 09 29.43228(N)    093 13 36.83627(W) AD(       ) 1
 AC7151  NAD 83(1986)-  37 09 29.44499(N)    093 13 36.83662(W) AD(       ) 1
 AC7151
 AC7151.Superseded values are not recommended for survey control.
 AC7151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7151.See file dsdata.txt to determine how the superseded data were derived.
 AC7151
 AC7151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7985312444(NAD 83)
 AC7151_MARKER: DD = SURVEY DISK
 AC7151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7151_STAMPING: GR-11 1989
 AC7151_MARK LOGO: MODNR 
 AC7151_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7151+STABILITY: SURFACE MOTION
 AC7151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7151+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC7151
 AC7151  HISTORY     - Date     Condition        Report By
 AC7151  HISTORY     - 1989     MONUMENTED       MODNR
 AC7151
 AC7151                          STATION DESCRIPTION
 AC7151
 AC7151'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7151'THE STATION AND UNDERGROUND MARKS ARE BOTH DNR ALUMINUM GRS DISKS SET
 AC7151'IN 12 DIAMETER CONCRETE POSTS FLUSH WITH THE GROUND SURFACE.  THE
 AC7151'STATION MARK IS 0.805 M (2.641 FT) ABOVE THE UNDERGROUND MARK AND
 AC7151'LOCATED IN THE SOUTHEAST PART OF SPRINGFIELD NEAR THE EAST SIDE OF
 AC7151'SECTION 4, TOWNSHIP 28 NORTH, RANGE 21 WEST, ON THE NORTH SIDE OF
 AC7151'BATTLEFIELD ROAD 0.15 MI (0.24 KM) WEST OF THE INTERSECTION OF
 AC7151'BATTLEFIELD ROAD AND U.S.  HIGHWAY 65.  THE STATION IS 19 FT (5.8 M)
 AC7151'NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF BATTLEFIELD ROAD, IT
 AC7151'IS 96.07 FT (29.28 M) WEST OF A NAIL AND SHINER IN THE SOUTH SIDE OF A
 AC7151'POWER POLE, 105.65 FT (32.20 M) ESE OF A NAIL AND SHINER IN THE NORTH
 AC7151'SIDE OF A POWER POLE, 9.9 FT (3.0 M) NORTHEAST OF A CROSS CUT IN THE
 AC7151'CURB, 9.90 FT (3.02 M) NORTHWEST OF A CROSS CUT IN THE CURB, 156 FT
 AC7151'(47.5 M) EAST OF THE ENTRANCE APPROACH TO DEERFIELD ESTATES, 4.7 FT
 AC7151'(1.4 M) NORTH OF THE BACK OF CURB, 8.0 FT (2.4 M) SOUTH OF THE SOUTH
 AC7151'EDGE OF SIDEWALK, AND 7.7 FT (2.3 M) SOUTH OF A CARSONITE WITNESS
 AC7151'POST. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A DRILL HOLE
 AC7151'AT THE WESTERNMOST CORNER OF A 36 INCH SQUARE MANHOLE LID.  IT IS
 AC7151'LOCATED IN THE WEST PART OF SECTION 4, T28N, R21W NORTHWEST OF THE
 AC7151'INTERSECTION OF BATTLEFIELD ROAD AND SOUTH LONE PINE AVENUE.  IT IS
 AC7151'34.3 FT (10.5 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF
 AC7151'BATTLEFIELD ROAD AND 44.8 FT (13.7 M) SOUTHWEST OF THE CENTERLINE OF
 AC7151'SOUTH LONE PINE AVENUE.  IT IS 10.4 FT (3.2 M) NORTH OF A 2 INCH STEEL
 AC7151'POST YIELD SIGN, 21.9 FT (6.7 M) NORTHEAST OF THE NORTHEAST BOLT IN
 AC7151'BASE OF TRAFFIC LIGHT POLE, 30.3 FT (9.2 M) EAST OF THE NORTHEAST
 AC7151'CORNER OF CONCRETE LID ON TOP OF STORM SEWER INLET, AND 9.8 FT (3.0 M)
 AC7151'NORTHWEST OF A CARSONITE WITNESS POST. TO REACH THE STATION FROM THE
 AC7151'INTERSECTION OF U.S.  HIGHWAY 65 AND BATTLEFIELD ROAD IN THE SOUTHEAST
 AC7151'PART OF SPRINGFIELD, GO WEST ON BATTLEFIELD ROAD 0.15 MI (0.24 KM) TO
 AC7151'THE STATION AS DESCRIBED. TO REACH THE AZIMUTH MARK CONTINUE WEST ON
 AC7151'BATTLEFIELD ROAD 0.75 MI (1.21 KM) TO THE INTERSECTION WITH SOUTH LONE
 AC7151'PINE AVENUE AND THE MARK AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7160 ***********************************************************************
 AC7160  DESIGNATION -  GR 12
 AC7160  PID         -  AC7160
 AC7160  STATE/COUNTY-  MO/GREENE
 AC7160  USGS QUAD   -  SPRINGFIELD (1975)
 AC7160
 AC7160                         *CURRENT SURVEY CONTROL
 AC7160  ___________________________________________________________________
 AC7160* NAD 83(1997)-  37 12 52.34177(N)    093 19 10.16123(W)     ADJUSTED  
 AC7160* NAVD 88     -       395.62   (meters)    1298.0    (feet)  LEVELING  
 AC7160  ___________________________________________________________________
 AC7160  X           -    -294,493.158 (meters)                     COMP
 AC7160  Y           -  -5,077,387.181 (meters)                     COMP
 AC7160  Z           -   3,836,603.023 (meters)                     COMP
 AC7160  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 AC7160  ELLIP HEIGHT-         366.43  (meters)          (02/17/00) GPS OBS
 AC7160  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AC7160
 AC7160  HORZ ORDER  -  FIRST
 AC7160  VERT ORDER  -  THIRD ?
 AC7160  ELLP ORDER  -  FOURTH    CLASS I
 AC7160
 AC7160.The horizontal coordinates were established by GPS observations
 AC7160.and adjusted by the National Geodetic Survey in February 2000..
 AC7160
 AC7160.The orthometric height was determined by differential leveling.
 AC7160.The vertical network tie was performed by a horz. field party for horz.
 AC7160.obs reductions. Reset procedures were used to establish the elevation.
 AC7160
 AC7160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7160
 AC7160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7160
 AC7160.The ellipsoidal height was determined by GPS observations
 AC7160.and is referenced to NAD 83.
 AC7160
 AC7160.The geoid height was determined by GEOID03.
 AC7160
 AC7160;                    North         East     Units Scale Factor Converg.
 AC7160;SPC MO C     -   153,575.103   427,265.523   MT  0.99999848   -0 29 44.3
 AC7160;UTM  15      - 4,118,720.152   471,653.131   MT  0.99960990   -0 11 35.6
 AC7160
 AC7160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7160!SPC MO C     -   0.99994250  x   0.99999848  =   0.99994098
 AC7160!UTM  15      -   0.99994250  x   0.99960990  =   0.99955242
 AC7160
 AC7160                          SUPERSEDED SURVEY CONTROL
 AC7160
 AC7160  NAD 83(1997)-  37 12 52.34191(N)    093 19 10.16118(W) AD(       ) 1
 AC7160  NAD 83(1986)-  37 12 52.35459(N)    093 19 10.16181(W) AD(       ) 1
 AC7160
 AC7160.Superseded values are not recommended for survey control.
 AC7160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7160.See file dsdata.txt to determine how the superseded data were derived.
 AC7160
 AC7160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7165318720(NAD 83)
 AC7160_MARKER: DD = SURVEY DISK
 AC7160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7160_STAMPING: GR-12 1989
 AC7160_MARK LOGO: MODNR 
 AC7160_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7160+STABILITY: SURFACE MOTION
 AC7160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7160+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC7160
 AC7160  HISTORY     - Date     Condition        Report By
 AC7160  HISTORY     - 1989     MONUMENTED       MODNR
 AC7160
 AC7160                          STATION DESCRIPTION
 AC7160
 AC7160'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7160'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7160'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED IN THE
 AC7160'NORTH RIGHT-OF-WAY OF CHESTNUT EXPRESSWAY ABOUT 1 MI (1.6 KM) WEST OF
 AC7160'DOWNTOWN SPRINGFIELD AND IN THE SOUTH PART OF SECTION 15, TOWNSHIP 29
 AC7160'NORTH, RANGE 22 WEST.  THE STATION IS 38.5 FT (11.7 M) NORTH OF THE
 AC7160'CENTERLINE OF THE WESTBOUND LANE OF CHESTNUT EXPRESSWAY, 40.79 FT
 AC7160'(12.43 M) WEST OF THE TOP BOLT ON A FIRE HYDRANT, 103.5 FT (31.5 M)
 AC7160'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ENTRANCE PART OF THE CALVARY
 AC7160'BAPTIST CHURCH BUILDING, 95.55 FT (29.12 M) SOUTHEAST OF THE SOUTHEAST
 AC7160'CORNER OF THE CALVARY BAPTIST CHURCH EDUCATION BUILDING, AND 96.15 FT
 AC7160'(29.31 M) ESE OF THE CENTER OF A MANHOLE LID. THE AZIMUTH MARK IS A
 AC7160'DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH
 AC7160'WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.25 MI (0.40 KM) EAST OF
 AC7160'THE STATION IN THE SOUTH RIGHT-OF-WAY OF CHESTNUT EXPRESSWAY AND ABOUT
 AC7160'600 FT (182.9 M) WEST OF THE INTERSECTION OF CHESTNUT STREET AND
 AC7160'KANSAS TRAFFICWAY.  THE MARK IS 40.5 FT (12.3 M) SOUTH OF THE
 AC7160'CENTERLINE OF THE EASTBOUND LANE OF CHESTNUT EXPRESSWAY, 2.0 FT (0.6
 AC7160'M) EAST OF A STEEL RIGHT-OF-WAY POST, 117.2 FT (35.7 M) NORTHWEST OF A
 AC7160'STEEL PIPE CORNER POST OF A FENCE ENCLOSURE AROUND HELIUM TANKS, 55.0
 AC7160'FT (16.8 M) NORTH OF AN ASPHALT PARKING LOT, AND 1.3 FT (0.4 M) EAST
 AC7160'OF A CARSONITE WITNESS POST. TO REACH THE STATION FROM THE
 AC7160'INTERSECTION OF KANSAS EXPRESSWAY AND CHESTNUT EXPRESSWAY ABOUT 1.1 MI
 AC7160'(1.8 KM) WEST OF THE CITY HALL IN SPRINGFIELD, GO WEST ON CHESTNUT
 AC7160'EXPRESSWAY 0.4 MI (0.6 KM) TO THE CALVARY BAPTIST CHURCH AND THE
 AC7160'STATION AS DESCRIBED. TO REACH THE AZIMUTH MARK RETURN AND GO EAST ON
 AC7160'CHESTNUT EXPRESSWAY 0.25 MI (0.40 KM) FROM THE STATION TO THE MARK ON
 AC7160'THE RIGHT IN THE SOUTH RIGHT-OF-WAY AS DESCRIBED. DATE OF REPORT
 AC7160'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7157 ***********************************************************************
 AC7157  DESIGNATION -  GR 13
 AC7157  PID         -  AC7157
 AC7157  STATE/COUNTY-  MO/GREENE
 AC7157  USGS QUAD   -  SPRINGFIELD (1975)
 AC7157
 AC7157                         *CURRENT SURVEY CONTROL
 AC7157  ___________________________________________________________________
 AC7157* NAD 83(1997)-  37 12 46.45929(N)    093 15 42.82720(W)     ADJUSTED  
 AC7157* NAVD 88     -       401.97   (meters)    1318.8    (feet)  LEVELING  
 AC7157  ___________________________________________________________________
 AC7157  X           -    -289,395.836 (meters)                     COMP
 AC7157  Y           -  -5,077,795.253 (meters)                     COMP
 AC7157  Z           -   3,836,462.482 (meters)                     COMP
 AC7157  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 AC7157  ELLIP HEIGHT-         372.86  (meters)          (02/17/00) GPS OBS
 AC7157  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AC7157
 AC7157  HORZ ORDER  -  FIRST
 AC7157  VERT ORDER  -  THIRD ?
 AC7157  ELLP ORDER  -  FOURTH    CLASS I
 AC7157
 AC7157.The horizontal coordinates were established by GPS observations
 AC7157.and adjusted by the National Geodetic Survey in February 2000..
 AC7157
 AC7157.The orthometric height was determined by differential leveling.
 AC7157.The vertical network tie was performed by a horz. field party for horz.
 AC7157.obs reductions. Reset procedures were used to establish the elevation.
 AC7157
 AC7157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7157
 AC7157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7157
 AC7157.The ellipsoidal height was determined by GPS observations
 AC7157.and is referenced to NAD 83.
 AC7157
 AC7157.The geoid height was determined by GEOID03.
 AC7157
 AC7157;                    North         East     Units Scale Factor Converg.
 AC7157;SPC MO C     -   153,351.097   432,375.847   MT  0.99998965   -0 27 38.9
 AC7157;UTM  15      - 4,118,523.198   476,762.594   MT  0.99960665   -0 09 30.2
 AC7157
 AC7157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7157!SPC MO C     -   0.99994149  x   0.99998965  =   0.99993114
 AC7157!UTM  15      -   0.99994149  x   0.99960665  =   0.99954816
 AC7157
 AC7157                          SUPERSEDED SURVEY CONTROL
 AC7157
 AC7157  NAD 83(1997)-  37 12 46.45946(N)    093 15 42.82712(W) AD(       ) 1
 AC7157  NAD 83(1986)-  37 12 46.47224(N)    093 15 42.82763(W) AD(       ) 1
 AC7157
 AC7157.Superseded values are not recommended for survey control.
 AC7157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7157.See file dsdata.txt to determine how the superseded data were derived.
 AC7157
 AC7157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7676318523(NAD 83)
 AC7157_MARKER: DD = SURVEY DISK
 AC7157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7157_STAMPING: GR-13 1989
 AC7157_MARK LOGO: MODNR 
 AC7157_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7157+STABILITY: SURFACE MOTION
 AC7157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7157+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC7157
 AC7157  HISTORY     - Date     Condition        Report By
 AC7157  HISTORY     - 1989     MONUMENTED       MODNR
 AC7157
 AC7157                          STATION DESCRIPTION
 AC7157
 AC7157'DESCRIBED BY MO DEPT OF NAT RES 1989
 AC7157'THE STATION MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7157'CONCRETE POST SET FLUSH WITH THE GROUND AND IS LOCATED IN THE EAST
 AC7157'PART OF SPRINGFIELD IN THE SOUTHEAST PART OF SECTION 18, TOWNSHIP 29
 AC7157'NORTH, RANGE 21 WEST ON THE WEST SIDE OF GLENSTONE AVENUE ABOUT 600 FT
 AC7157'(182.9 M) SOUTH OF THE INTERSECTION OF GLENSTONE AND CHESTNUT, AND AT
 AC7157'THE NORTH END OF AN OVERPASS ACROSS RAILROAD TRACKS.  IT IS 50.05 FT
 AC7157'(15.26 M) SOUTH OF THE BACK OF THE CURB TO THE PARKING LOT OF THE
 AC7157'CARSON-MITCHELL ENGINEERS AND BUILDERS BUILDING, 35.8 FT (10.9 M)
 AC7157'SOUTHWEST OF THE CENTER OF THE LID TO A STORM SEWER INLET, 11.48 FT
 AC7157'(3.50 M) SOUTHWEST OF A CROSS ON THE CURB, 23 FT (7.0 M) WEST OF THE
 AC7157'CENTERLINE OF THE SOUTHBOUND LANE OF GLENSTONE AVENUE, AND 10.31 FT
 AC7157'(3.14 M) NORTHWEST OF A CROSS ON THE CURB AND 1.7 FT (0.5 M) EAST OF A
 AC7157'CARSONITE WITNESS POST. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK
 AC7157'SET IN A 12 INCH DIAMETER CONCRETE POST SET FLUSH WITH THE GROUND AND
 AC7157'IS LOCATED ABOUT 0.6 MI (1.0 KM) NORTH OF THE STATION ON THE EAST SIDE
 AC7157'OF GLENSTONE AVENUE AND THE NORTH SIDE OF BERGMAN STREET.  THE MARK IS
 AC7157'13.18 FT (4.02 M) EAST OF A NAIL AND SHINER IN THE NORTH SIDE OF A
 AC7157'POWER POLE, 5.68 FT (1.73 M) SOUTH OF THE TOP BOLT OF A FIRE HYDRANT,
 AC7157'40.06 FT (12.21 M) SOUTHWEST OF THE NORTHWEST CORNER OF A LIGHT POLE
 AC7157'BASE, 11.53 FT (3.51 M) NORTHWEST OF A CROSS IN THE CURB, 18.8 FT (5.7
 AC7157'M) NORTH OF THE CENTERLINE OF BERGMAN STREET, 50.6 FT (15.4 M) EAST OF
 AC7157'THE CENTERLINE OF GLENSTONE AVENUE AND 8.1 FT (2.5 M) SOUTH OF A
 AC7157'CARSONITE WITNESS POST. TO REACH THE STATION FROM THE INTERSECTION OF
 AC7157'GLENSTONE AND CHESTNUT EXPRESSWAY ON THE EAST SIDE OF SPRINGFIELD, GO
 AC7157'SOUTH ON GLENSTONE 0.11 MI (0.18 KM) TO ENTRANCE TO CARSON-MITCHELL
 AC7157'ENGINEERS AND BUILDERS BUILDING ON THE RIGHT WHICH IS THE LAST
 AC7157'ENTRANCE ON THE RIGHT BEFORE CROSSING THE RAILROAD OVERPASS, AND THE
 AC7157'STATION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE INTERSECTION
 AC7157'OF GLENSTONE AND CHESTNUT EXPRESSWAY, GO NORTH ON GLENSTONE 0.5 MI
 AC7157'(0.8 KM) TO BERGMAN STREET ON THE RIGHT AND THE MARK AS DESCRIBED.
 AC7157'DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7145 ***********************************************************************
 AC7145  DESIGNATION -  GR 14
 AC7145  PID         -  AC7145
 AC7145  STATE/COUNTY-  MO/GREENE
 AC7145  USGS QUAD   -  SPRINGFIELD (1975)
 AC7145
 AC7145                         *CURRENT SURVEY CONTROL
 AC7145  ___________________________________________________________________
 AC7145* NAD 83(1997)-  37 08 17.67413(N)    093 19 36.12185(W)     ADJUSTED  
 AC7145* NAVD 88     -       391.4    (meters)    1284.     (feet)  GPS OBS   
 AC7145  ___________________________________________________________________
 AC7145  X           -    -295,428.937 (meters)                     COMP
 AC7145  Y           -  -5,082,455.055 (meters)                     COMP
 AC7145  Z           -   3,829,853.407 (meters)                     COMP
 AC7145  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AC7145  ELLIP HEIGHT-         362.24  (meters)          (02/17/00) GPS OBS
 AC7145  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AC7145
 AC7145  HORZ ORDER  -  FIRST
 AC7145  ELLP ORDER  -  FOURTH    CLASS I
 AC7145
 AC7145.The horizontal coordinates were established by GPS observations
 AC7145.and adjusted by the National Geodetic Survey in February 2000..
 AC7145
 AC7145.The orthometric height was determined by GPS observations and a
 AC7145.high-resolution geoid model.
 AC7145
 AC7145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7145
 AC7145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7145
 AC7145.The ellipsoidal height was determined by GPS observations
 AC7145.and is referenced to NAD 83.
 AC7145
 AC7145.The geoid height was determined by GEOID03.
 AC7145
 AC7145;                    North         East     Units Scale Factor Converg.
 AC7145;SPC MO C     -   145,113.524   426,551.638   MT  0.99999977   -0 29 56.9
 AC7145;UTM  15      - 4,110,258.219   470,984.140   MT  0.99961037   -0 11 50.1
 AC7145
 AC7145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7145!SPC MO C     -   0.99994316  x   0.99999977  =   0.99994293
 AC7145!UTM  15      -   0.99994316  x   0.99961037  =   0.99955355
 AC7145
 AC7145                          SUPERSEDED SURVEY CONTROL
 AC7145
 AC7145  NAD 83(1997)-  37 08 17.67427(N)    093 19 36.12179(W) AD(       ) 1
 AC7145  NAD 83(1986)-  37 08 17.68655(N)    093 19 36.12211(W) AD(       ) 1
 AC7145
 AC7145.Superseded values are not recommended for survey control.
 AC7145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7145.See file dsdata.txt to determine how the superseded data were derived.
 AC7145
 AC7145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7098410258(NAD 83)
 AC7145_MARKER: DD = SURVEY DISK
 AC7145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7145_STAMPING: GR-14 1990
 AC7145_MARK LOGO: MODNR 
 AC7145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7145+STABILITY: SURFACE MOTION
 AC7145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7145+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC7145
 AC7145  HISTORY     - Date     Condition        Report By
 AC7145  HISTORY     - 1990     MONUMENTED       MODNR
 AC7145  HISTORY     - 20011130 MARK NOT FOUND   INDIV
 AC7145
 AC7145                          STATION DESCRIPTION
 AC7145
 AC7145'DESCRIBED BY MO DEPT OF NAT RES 1990
 AC7145'THE STATION AND UNDERGROUND MARK ARE DNR ALUMINUM GRS DISKS SET IN
 AC7145'CONCRETE AND ARE LOCATED IN THE SOUTH RIGHT-OF-WAY OF REPUBLIC ROAD
 AC7145'(ROUTE -M-) IN THE NW 1/4 OF SECTION 15, T28N, R22W.  THE SURFACE MARK
 AC7145'IS 0.872 M (2.861 FT) ABOVE THE UNDERGROUND MARK.  THE STATION IS 28.1
 AC7145'FT (8.6 M) SOUTH OF THE CENTERLINE OF REPUBLIC ROAD, 56.6 FT (17.3 M)
 AC7145'NORTHWEST OF A LAMP POLE BASE, 109.1 FT (33.3 M) NORTHEAST OF A LAMP
 AC7145'POLE BASE, 1.4 FT (0.4 M) NORTHWEST OF A CARSONITE SIGN POST, 40.3 FT
 AC7145'(12.3 M) NORTH OF THE BACK OF CURB, AND 1.4 FT (0.4 M) WEST OF BACK OF
 AC7145'CURB EAST. THE AZIMUTH MARK IS LOCATED ABOUT 0.2 MI (0.3 KM) WEST OF
 AC7145'THE STATION AT THE CORNER OF DEBORAH STREET AND REPUBLIC ROAD.  THE
 AC7145'MARK IS A STANDARD CGS DISK SET IN A CONCRETE POST STAMPED -COX 1959-.
 AC7145'IT IS 27.7 FT (8.4 M) WEST OF DEBORAH STREET, 28.3 FT (8.6 M) SOUTH OF
 AC7145'REPUBLIC ROAD, 6.8 FT (2.1 M) NORTHWEST OF A REBAR AT THE NORTHEAST
 AC7145'CORNER OF A CHAIN LINK FENCE, 3.2 FT (1.0 M) NORTH OF THE FENCE, 23.6
 AC7145'FT (7.2 M) EAST OF RM NO.  2 AND 57.0 FT (17.4 M) SOUTH OF RM NO. 1.
 AC7145'TO REACH THE STATION FROM THE INTERSECTION OF REPUBLIC ROAD AND SOUTH
 AC7145'SCENIC AVENUE ABOUT 5.0 MI (8.0 KM) SOUTH OF DOWNTOWN SPRINGFIELD, GO
 AC7145'EAST ON REPUBLIC ROAD 0.3 MI (0.5 KM) TO THE STATION AND ENTRANCE TO
 AC7145'THE RIDGECREST BAPTIST CHURCH ON THE RIGHT. TO REACH THE AZIMUTH MARK
 AC7145'FROM THE STATION, GO WEST ON REPUBLIC ROAD FOR 0.2 MI (0.3 KM) TO
 AC7145'DEBORAH STREET AND THE MARK ON THE LEFT AS DESCRIBED. STATION COX WAS
 AC7145'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES. DATE OF REPORT
 AC7145'08-23-1996
 AC7145
 AC7145                          STATION RECOVERY (2001)
 AC7145
 AC7145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 AC7145'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7146 ***********************************************************************
 AC7146  DESIGNATION -  GR 15
 AC7146  PID         -  AC7146
 AC7146  STATE/COUNTY-  MO/GREENE
 AC7146  USGS QUAD   -  NIXA (1975)
 AC7146
 AC7146                         *CURRENT SURVEY CONTROL
 AC7146  ___________________________________________________________________
 AC7146* NAD 83(1997)-  37 07 22.91902(N)    093 16 23.66539(W)     ADJUSTED  
 AC7146* NAVD 88     -       392.1    (meters)    1286.     (feet)  GPS OBS   
 AC7146  ___________________________________________________________________
 AC7146  X           -    -290,744.817 (meters)                     COMP
 AC7146  Y           -  -5,083,746.466 (meters)                     COMP
 AC7146  Z           -   3,828,508.064 (meters)                     COMP
 AC7146  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AC7146  ELLIP HEIGHT-         363.06  (meters)          (02/17/00) GPS OBS
 AC7146  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AC7146
 AC7146  HORZ ORDER  -  FIRST
 AC7146  ELLP ORDER  -  FOURTH    CLASS I
 AC7146
 AC7146.The horizontal coordinates were established by GPS observations
 AC7146.and adjusted by the National Geodetic Survey in February 2000..
 AC7146
 AC7146.The orthometric height was determined by GPS observations and a
 AC7146.high-resolution geoid model.
 AC7146
 AC7146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7146
 AC7146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7146
 AC7146.The ellipsoidal height was determined by GPS observations
 AC7146.and is referenced to NAD 83.
 AC7146
 AC7146.The geoid height was determined by GEOID03.
 AC7146
 AC7146;                    North         East     Units Scale Factor Converg.
 AC7146;SPC MO C     -   143,385.574   431,287.644   MT  0.99999147   -0 28 00.1
 AC7146;UTM  15      - 4,108,555.901   475,727.347   MT  0.99960726   -0 09 53.7
 AC7146
 AC7146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7146!SPC MO C     -   0.99994303  x   0.99999147  =   0.99993450
 AC7146!UTM  15      -   0.99994303  x   0.99960726  =   0.99955031
 AC7146
 AC7146                          SUPERSEDED SURVEY CONTROL
 AC7146
 AC7146  NAD 83(1997)-  37 07 22.91921(N)    093 16 23.66530(W) AD(       ) 1
 AC7146  NAD 83(1986)-  37 07 22.93188(N)    093 16 23.66558(W) AD(       ) 1
 AC7146
 AC7146.Superseded values are not recommended for survey control.
 AC7146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7146.See file dsdata.txt to determine how the superseded data were derived.
 AC7146
 AC7146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7572708556(NAD 83)
 AC7146_MARKER: DD = SURVEY DISK
 AC7146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7146_STAMPING: GR-15 1990
 AC7146_MARK LOGO: MODNR 
 AC7146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7146+STABILITY: SURFACE MOTION
 AC7146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7146+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC7146
 AC7146  HISTORY     - Date     Condition        Report By
 AC7146  HISTORY     - 1990     MONUMENTED       MODNR
 AC7146
 AC7146                          STATION DESCRIPTION
 AC7146
 AC7146'DESCRIBED BY MO DEPT OF NAT RES 1990
 AC7146'THE STATION AND UNDERGROUND MARKS ARE DNR ALUMINUM GRS DISKS SET IN
 AC7146'CONCRETE AND ARE LOCATED IN THE NORTH RIGHT-OF-WAY OF BRIAR STREET IN
 AC7146'THE SOUTHEAST PART OF SPRINGFIELD.  THE SURFACE MARK IS 0.775 M (2.543
 AC7146'FT) ABOVE THE UNDERGROUND MARK.  THE STATION IS 23 FT (7.0 M) NORTH OF
 AC7146'THE CENTERLINE OF BRIAR STREET, 230 FT (70.1 M) WEST OF THE CENTERLINE
 AC7146'OF SOUTH FREMONT AVENUE, 27.0 FT (8.2 M) WEST OF THE EASTERNMOST
 AC7146'ENTRANCE TO THE EVANGEL BAPTIST CHURCH, 12.3 FT (3.7 M) NORTHWEST OF A
 AC7146'CUT CROSS ON A CONCRETE CULVERT, 40.4 FT (12.3 M) SOUTHEAST OF A SIGN
 AC7146'FOR THE CHURCH, 43.7 FT (13.3 M) WEST OF A CARSONITE SIGN POST, AND
 AC7146'71.2 FT (21.7 M) WEST OF A NAIL AND SHINER IN A POWER POLE. THE
 AC7146'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN CONCRETE AND IS LOCATED
 AC7146'0.28 MI (0.45 KM) WEST OF THE STATION AT THE JUNCTION OF BRIAR STREET
 AC7146'AND SOUTH NATIONAL AVENUE.  THE MARK IS IN THE WEST RIGHT-OF-WAY OF
 AC7146'NATIONAL, 18 FT (5.5 M) SOUTH OF THE PROJECTED CENTERLINE OF BRIAR
 AC7146'STREET, 1.6 FT (0.5 M) EAST OF A FENCE, 37.2 FT (11.3 M) SOUTH OF A
 AC7146'NAIL AND SHINER IN A POWER POLE, 10.5 FT (3.2 M) NORTH OF A NAIL AND
 AC7146'SHINER IN A POWER POLE, 1.3 FT (0.4 M) EAST OF A CARSONITE SIGN POST,
 AC7146'AND 27.4 FT (8.4 M) WEST OF A NAIL AND SHINER IN A CONCRETE CURB. TO
 AC7146'REACH THE STATION FROM THE INTERSECTION OF FREMONT AVENUE AND BRIAR
 AC7146'STREET ABOUT 6.0 MI (9.7 KM) SOUTH OF DOWNTOWN SPRINGFIELD, GO WEST ON
 AC7146'BRIAR 230 FT (70.1 M) TO THE ENTRANCE TO THE EVANGEL BAPTIST CHURCH
 AC7146'AND THE STATION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AC7146'STATION GO WEST ON BRIAR FOR 0.28 MI (0.45 KM) TO A T-ROAD
 AC7146'INTERSECTION WITH SOUTH NATIONAL AVENUE AND THE MARK AS DESCRIBED.
 AC7146'DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7156 ***********************************************************************
 AC7156  DESIGNATION -  GR 16
 AC7156  PID         -  AC7156
 AC7156  STATE/COUNTY-  MO/GREENE
 AC7156  USGS QUAD   -  GALLOWAY (1975)
 AC7156
 AC7156                         *CURRENT SURVEY CONTROL
 AC7156  ___________________________________________________________________
 AC7156* NAD 83(1997)-  37 12 07.42288(N)    093 13 01.28095(W)     ADJUSTED  
 AC7156* NAVD 88     -       415.1    (meters)    1362.     (feet)  GPS OBS   
 AC7156  ___________________________________________________________________
 AC7156  X           -    -285,460.258 (meters)                     COMP
 AC7156  Y           -  -5,078,757.472 (meters)                     COMP
 AC7156  Z           -   3,835,511.952 (meters)                     COMP
 AC7156  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 AC7156  ELLIP HEIGHT-         386.08  (meters)          (02/17/00) GPS OBS
 AC7156  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AC7156
 AC7156  HORZ ORDER  -  FIRST
 AC7156  ELLP ORDER  -  FOURTH    CLASS I
 AC7156
 AC7156.The horizontal coordinates were established by GPS observations
 AC7156.and adjusted by the National Geodetic Survey in February 2000..
 AC7156
 AC7156.The orthometric height was determined by GPS observations and a
 AC7156.high-resolution geoid model.
 AC7156
 AC7156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7156
 AC7156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7156
 AC7156.The ellipsoidal height was determined by GPS observations
 AC7156.and is referenced to NAD 83.
 AC7156
 AC7156.The geoid height was determined by GEOID03.
 AC7156
 AC7156;                    North         East     Units Scale Factor Converg.
 AC7156;SPC MO C     -   152,116.639   436,349.706   MT  0.99998322   -0 26 00.8
 AC7156;UTM  15      - 4,117,310.191   480,741.397   MT  0.99960457   -0 07 52.4
 AC7156
 AC7156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7156!SPC MO C     -   0.99993942  x   0.99998322  =   0.99992264
 AC7156!UTM  15      -   0.99993942  x   0.99960457  =   0.99954401
 AC7156
 AC7156                          SUPERSEDED SURVEY CONTROL
 AC7156
 AC7156  NAD 83(1997)-  37 12 07.42307(N)    093 13 01.28085(W) AD(       ) 1
 AC7156  NAD 83(1986)-  37 12 07.43583(N)    093 13 01.28121(W) AD(       ) 1
 AC7156
 AC7156.Superseded values are not recommended for survey control.
 AC7156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7156.See file dsdata.txt to determine how the superseded data were derived.
 AC7156
 AC7156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8074117310(NAD 83)
 AC7156_MARKER: DD = SURVEY DISK
 AC7156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7156_STAMPING: GR-16 1990
 AC7156_MARK LOGO: MODNR 
 AC7156_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7156+STABILITY: SURFACE MOTION
 AC7156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7156+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC7156
 AC7156  HISTORY     - Date     Condition        Report By
 AC7156  HISTORY     - 1990     MONUMENTED       MODNR
 AC7156
 AC7156                          STATION DESCRIPTION
 AC7156
 AC7156'DESCRIBED BY MO DEPT OF NAT RES 1990
 AC7156'THE STATION AND UNDERGROUND MARKS ARE DNR ALUMINUM GRS DISKS SET IN
 AC7156'CONCRETE LOCATED IN THE NORTH RIGHT-OF-WAY OF EAST CHERRY STREET NEAR
 AC7156'THE CENTER OF SECTION 22, T29N, R21W ABOUT 0.5 MI (0.8 KM) EAST OF
 AC7156'U.S.  HIGHWAY 65.  THE SURFACE MARK IS 0.744 M (2.441 FT) ABOVE THE
 AC7156'UNDERGROUND MARK.  THE STATION IS 20.8 FT (6.3 M) NORTH OF THE
 AC7156'CENTERLINE OF EAST CHERRY, 128 FT (39.0 M) EAST OF THE CENTER LINE OF
 AC7156'HICKORY AVENUE, 25.3 FT (7.7 M) WEST OF A NAIL AND SHINER IN A POWER
 AC7156'POLE, 1.5 FT (0.5 M) SOUTH OF A CABLE FENCE, 9.2 FT (2.8 M) SOUTHWEST
 AC7156'OF A CONCRETE POST, 9.9 FT (3.0 M) SOUTHEAST OF A CONCRETE POST, AND
 AC7156'2.3 FT (0.7 M) SOUTHWEST OF A CARSONITE SIGN POST. THE AZIMUTH MARK IS
 AC7156'A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH
 AC7156'WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.4 MI (0.6 KM) WEST OF
 AC7156'THE STATION IN THE NORTH RIGHT-OF-WAY OF EAST CHERRY STREET.  THE MARK
 AC7156'IS OPPOSITE HOUSE NO.  3452, 15.8 FT (4.8 M) NORTH OF THE CENTERLINE,
 AC7156'22.1 FT (6.7 M) WEST OF A NAIL AND SHINER IN A POWER POLE, 6.6 FT (2.0
 AC7156'M) SOUTH OF AN 8 INCH CONCRETE POST, 12.6 FT (3.8 M) SOUTHEAST OF A
 AC7156'CONCRETE POST, 6.8 FT (2.1 M) SOUTH OF A CARSONITE SIGN POST, AND 6.0
 AC7156'FT (1.8 M) NORTHEAST OF A TRAFFIC SIGN POST. TO REACH THE STATION FROM
 AC7156'THE INTERSECTION OF GLENSTONE AND CHERRY IN THE EAST PART OF
 AC7156'SPRINGFIELD, GO EAST ON CHERRY FOR 1.9 MI (3.1 KM) TO THE U.S.
 AC7156'HIGHWAY 65 OVERPASS, CONTINUE EAST ON CHERRY FOR 0.14 MI (0.23 KM) TO
 AC7156'THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON CHERRY FOR 0.4 MI (0.6
 AC7156'KM) TO THE STATION ON THE LEFT AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7152 ***********************************************************************
 AC7152  DESIGNATION -  GR 17
 AC7152  PID         -  AC7152
 AC7152  STATE/COUNTY-  MO/GREENE
 AC7152  USGS QUAD   -  GALLOWAY (1975)
 AC7152
 AC7152                         *CURRENT SURVEY CONTROL
 AC7152  ___________________________________________________________________
 AC7152* NAD 83(1997)-  37 08 58.77278(N)    093 11 06.50136(W)     ADJUSTED  
 AC7152* NAVD 88     -       406.6    (meters)    1334.     (feet)  GPS OBS   
 AC7152  ___________________________________________________________________
 AC7152  X           -    -282,828.948 (meters)                     COMP
 AC7152  Y           -  -5,082,417.802 (meters)                     COMP
 AC7152  Z           -   3,830,872.686 (meters)                     COMP
 AC7152  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 AC7152  ELLIP HEIGHT-         377.61  (meters)          (02/17/00) GPS OBS
 AC7152  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AC7152
 AC7152  HORZ ORDER  -  FIRST
 AC7152  ELLP ORDER  -  FOURTH    CLASS I
 AC7152
 AC7152.The horizontal coordinates were established by GPS observations
 AC7152.and adjusted by the National Geodetic Survey in February 2000..
 AC7152
 AC7152.The orthometric height was determined by GPS observations and a
 AC7152.high-resolution geoid model.
 AC7152
 AC7152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7152
 AC7152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7152
 AC7152.The ellipsoidal height was determined by GPS observations
 AC7152.and is referenced to NAD 83.
 AC7152
 AC7152.The geoid height was determined by GEOID03.
 AC7152
 AC7152;                    North         East     Units Scale Factor Converg.
 AC7152;SPC MO C     -   146,280.261   439,138.003   MT  0.99997895   -0 24 49.6
 AC7152;UTM  15      - 4,111,490.792   483,559.370   MT  0.99960333   -0 06 42.5
 AC7152
 AC7152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7152!SPC MO C     -   0.99994075  x   0.99997895  =   0.99991970
 AC7152!UTM  15      -   0.99994075  x   0.99960333  =   0.99954410
 AC7152
 AC7152                          SUPERSEDED SURVEY CONTROL
 AC7152
 AC7152  NAD 83(1997)-  37 08 58.77300(N)    093 11 06.50124(W) AD(       ) 1
 AC7152  NAD 83(1986)-  37 08 58.78569(N)    093 11 06.50158(W) AD(       ) 1
 AC7152
 AC7152.Superseded values are not recommended for survey control.
 AC7152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7152.See file dsdata.txt to determine how the superseded data were derived.
 AC7152
 AC7152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8355911491(NAD 83)
 AC7152_MARKER: DD = SURVEY DISK
 AC7152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7152_STAMPING: GR-17 1990
 AC7152_MARK LOGO: MODNR 
 AC7152_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7152+STABILITY: SURFACE MOTION
 AC7152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7152+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC7152
 AC7152  HISTORY     - Date     Condition        Report By
 AC7152  HISTORY     - 1990     MONUMENTED       MODNR
 AC7152
 AC7152                          STATION DESCRIPTION
 AC7152
 AC7152'DESCRIBED BY MO DEPT OF NAT RES 1990
 AC7152'THE STATION AND UNDERGROUND MARKS ARE DNR ALUMINUM GRS DISKS SET IN
 AC7152'CONCRETE AND ARE LOCATED IN THE NORTH RIGHT-OF-WAY OF MISSOURI ROUTE
 AC7152'-J- IN THE SW 1/4 OF SECTION 1, T28N, R21W.  THE SURFACE MARK IS 0.850
 AC7152'M (2.789 FT) ABOVE THE UNDERGROUND MARK.  THE STATION IS 25.7 FT (7.8
 AC7152'M) NORTH OF THE CENTERLINE OF ROUTE -J-, 77.6 FT (23.7 M) EAST OF THE
 AC7152'CENTERLINE OF COUNTY ROUTE -J-199-, 61.5 FT (18.7 M) NORTHEAST OF A
 AC7152'STEEL PIPE ROAD SIGN POST, 80.2 FT (24.4 M) SOUTHEAST OF A NAIL AND
 AC7152'SHINER IN A POWER POLE, 85.1 FT (25.9 M) WEST OF A NAIL AND SHINER IN
 AC7152'A POWER POLE AND 4.1 FT (1.2 M) SOUTH OF A CARSONITE SIGN POST. THE
 AC7152'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN CONCRETE AND IS LOCATED
 AC7152'0.25 MI (0.40 KM) EAST OF THE STATION IN THE SOUTH RIGHT-OF-WAY OF
 AC7152'ROUTE -J-.  IT IS 26.9 FT (8.2 M) SOUTH OF THE CENTER LINE, 126.5 FT
 AC7152'(38.6 M) EAST OF A PRIVATE DRIVE, 58.4 FT (17.8 M) SOUTHEAST OF A NAIL
 AC7152'AND SHINER IN A POWER POLE, 25.1 FT (7.7 M) SOUTHWEST OF AN IRON ROD
 AC7152'IN THE PAVEMENT, 19.0 FT (5.8 M) WEST OF A 15 INCH CULVERT PIPE, 7.4
 AC7152'FT (2.3 M) NORTHWEST OF A 20 INCH ELM TREE, AND 9.9 FT (3.0 M) WEST OF
 AC7152'A CARSONITE SIGN POST. TO REACH THE STATION FROM THE INTERSECTION OF
 AC7152'U.S.  HIGHWAY 65 AND BATTLEFIELD ROAD IN THE SOUTHEAST PART OF
 AC7152'SPRINGFIELD, GO EAST AND SOUTH ON BATTLEFIELD ROAD FOR 0.83 MI (1.34
 AC7152'KM) TO A Y-INTERSECTION. TAKE THE LEFT FORK AND GO SOUTHEAST 1.5 MI
 AC7152'(2.4 KM) TO THE INTERSECTION WITH MISSOURI ROUTE -J-.  TURN LEFT AND
 AC7152'GO NORTH ON ROUTE -J- FOR 0.25 MI (0.40 KM) TO T-ROAD INTERSECTION
 AC7152'WITH COUNTY ROAD WEST, CONTINUE RIGHT ON ROUTE -J- AND GO EAST FOR
 AC7152'0.25 MI (0.40 KM) TO FARM ROAD -J-199- ON THE LEFT AND THE STATION AS
 AC7152'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON
 AC7152'ROUTE -J- FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT AS DESCRIBED.
 AC7152'DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7149 ***********************************************************************
 AC7149  DESIGNATION -  GR 18
 AC7149  PID         -  AC7149
 AC7149  STATE/COUNTY-  MO/GREENE
 AC7149  USGS QUAD   -  OZARK (1975)
 AC7149
 AC7149                         *CURRENT SURVEY CONTROL
 AC7149  ___________________________________________________________________
 AC7149* NAD 83(1997)-  37 06 07.35480(N)    093 11 27.62056(W)     ADJUSTED  
 AC7149* NAVD 88     -       402.4    (meters)    1320.     (feet)  GPS OBS   
 AC7149  ___________________________________________________________________
 AC7149  X           -    -283,526.700 (meters)                     COMP
 AC7149  Y           -  -5,085,570.294 (meters)                     COMP
 AC7149  Z           -   3,826,656.608 (meters)                     COMP
 AC7149  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AC7149  ELLIP HEIGHT-         373.49  (meters)          (02/17/00) GPS OBS
 AC7149  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AC7149
 AC7149  HORZ ORDER  -  FIRST
 AC7149  ELLP ORDER  -  FOURTH    CLASS I
 AC7149
 AC7149.The horizontal coordinates were established by GPS observations
 AC7149.and adjusted by the National Geodetic Survey in February 2000..
 AC7149
 AC7149.The orthometric height was determined by GPS observations and a
 AC7149.high-resolution geoid model.
 AC7149
 AC7149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7149
 AC7149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7149
 AC7149.The ellipsoidal height was determined by GPS observations
 AC7149.and is referenced to NAD 83.
 AC7149
 AC7149.The geoid height was determined by GEOID03.
 AC7149
 AC7149;                    North         East     Units Scale Factor Converg.
 AC7149;SPC MO C     -   140,999.852   438,578.404   MT  0.99997979   -0 25 00.7
 AC7149;UTM  15      - 4,106,209.495   483,027.792   MT  0.99960355   -0 06 54.8
 AC7149
 AC7149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7149!SPC MO C     -   0.99994139  x   0.99997979  =   0.99992118
 AC7149!UTM  15      -   0.99994139  x   0.99960355  =   0.99954496
 AC7149
 AC7149                          SUPERSEDED SURVEY CONTROL
 AC7149
 AC7149  NAD 83(1997)-  37 06 07.35503(N)    093 11 27.62044(W) AD(       ) 1
 AC7149  NAD 83(1986)-  37 06 07.36769(N)    093 11 27.62078(W) AD(       ) 1
 AC7149
 AC7149.Superseded values are not recommended for survey control.
 AC7149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7149.See file dsdata.txt to determine how the superseded data were derived.
 AC7149
 AC7149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8302806209(NAD 83)
 AC7149_MARKER: DD = SURVEY DISK
 AC7149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7149_STAMPING: GR-18 1990
 AC7149_MARK LOGO: MODNR 
 AC7149_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7149+STABILITY: SURFACE MOTION
 AC7149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7149+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC7149
 AC7149  HISTORY     - Date     Condition        Report By
 AC7149  HISTORY     - 1990     MONUMENTED       MODNR
 AC7149
 AC7149                          STATION DESCRIPTION
 AC7149
 AC7149'DESCRIBED BY MO DEPT OF NAT RES 1990
 AC7149'THE STATION AND UNDERGROUND MARKS ARE DNR ALUMINUM GRS DISKS SET IN
 AC7149'CONCRETE AND ARE LOCATED IN THE WEST RIGHT-OF-WAY OF MISSOURI ROUTE NN
 AC7149'IN THE NE 1/4 OF SECTION 26, T28N, R21W.  THE SURFACE MARK IS 0.768 M
 AC7149'(2.520 FT) ABOVE THE UNDERGROUND MARK.  THE STATION IS 31.3 FT (9.5 M)
 AC7149'WEST OF THE CENTERLINE OF ROUTE NN , 86.0 FT (26.2 M) SOUTH OF THE
 AC7149'CENTERLINE OF A COUNTY ROAD, 6.2 FT (1.9 M) SOUTHEAST OF A STEEL FENCE
 AC7149'POST, 4.6 FT (1.4 M) NORTHEAST OF A STEEL FENCE POST, 80.0 FT (24.4 M)
 AC7149'NORTHWEST OF A TELEPHONE CABLE WARNING SIGN, AND 1.5 FT (0.5 M) EAST
 AC7149'OF A CARSONITE SIGN POST. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK
 AC7149'SET IN CONCRETE AND IS LOCATED 0.5 MI (0.8 KM) SOUTH OF THE STATION IN
 AC7149'THE EAST RIGHT-OF-WAY OF ROUTE NN .  IT IS 29.6 FT (9.0 M) EAST OF THE
 AC7149'CENTER LINE OF ROUTE NN , 55.3 FT (16.9 M) SOUTH OF THE CENTERLINE OF
 AC7149'COUNTY ROAD NO. 192, 30.2 FT (9.2 M) SOUTH OF A TELEPHONE CABLE RISER
 AC7149'BOX, 3.4 FT (1.0 M) SOUTHWEST OF A NAIL AND SHINER IN A FENCE POST,
 AC7149'8.2 FT (2.5 M) NORTH OF A NAIL AND SHINER IN A 22 INCH MAPLE TREE,
 AC7149'78.7 FT (24.0 M) NORTHEAST OF A ROCK GATE POST AND 2.2 FT (0.7 M) WEST
 AC7149'OF A CARSONITE SIGN POST. TO REACH THE STATION FROM THE INTERSECTION
 AC7149'OF U.S.  HIGHWAY 60 AND MISSOURI ROUTES J AND NN SOUTHEAST OF
 AC7149'SPRINGFIELD, GO SOUTH ON MISSOURI ROUTE NN FOR 1.25 MI (2.01 KM) TO A
 AC7149'COUNTY ROAD ON THE RIGHT AND THE STATION ON THE RIGHT 86 FT (26.2 M)
 AC7149'SOUTH OF THE COUNTY ROAD. TO REACH THE AZIMUTH MARK FROM THE STATION
 AC7149'CONTINUE SOUTH ON ROUTE NN FOR 0.5 MI (0.8 KM) TO FARM ROAD 192 ON THE
 AC7149'LEFT AND THE MARK AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7153 ***********************************************************************
 AC7153  DESIGNATION -  GR 19
 AC7153  PID         -  AC7153
 AC7153  STATE/COUNTY-  MO/GREENE
 AC7153  USGS QUAD   -  GALLOWAY (1975)
 AC7153
 AC7153                         *CURRENT SURVEY CONTROL
 AC7153  ___________________________________________________________________
 AC7153* NAD 83(1997)-  37 10 44.99734(N)    093 11 16.04598(W)     ADJUSTED  
 AC7153* NAVD 88     -       394.2    (meters)    1293.     (feet)  GPS OBS   
 AC7153  ___________________________________________________________________
 AC7153  X           -    -282,953.564 (meters)                     COMP
 AC7153  Y           -  -5,080,419.511 (meters)                     COMP
 AC7153  Z           -   3,833,474.946 (meters)                     COMP
 AC7153  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 AC7153  ELLIP HEIGHT-         365.18  (meters)          (02/17/00) GPS OBS
 AC7153  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AC7153
 AC7153  HORZ ORDER  -  FIRST
 AC7153  ELLP ORDER  -  FOURTH    CLASS I
 AC7153
 AC7153.The horizontal coordinates were established by GPS observations
 AC7153.and adjusted by the National Geodetic Survey in February 2000..
 AC7153
 AC7153.The orthometric height was determined by GPS observations and a
 AC7153.high-resolution geoid model.
 AC7153
 AC7153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7153
 AC7153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7153
 AC7153.The ellipsoidal height was determined by GPS observations
 AC7153.and is referenced to NAD 83.
 AC7153
 AC7153.The geoid height was determined by GEOID03.
 AC7153
 AC7153;                    North         East     Units Scale Factor Converg.
 AC7153;SPC MO C     -   149,556.499   438,926.230   MT  0.99997927   -0 24 56.3
 AC7153;UTM  15      - 4,114,764.639   483,330.413   MT  0.99960342   -0 06 48.5
 AC7153
 AC7153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7153!SPC MO C     -   0.99994270  x   0.99997927  =   0.99992197
 AC7153!UTM  15      -   0.99994270  x   0.99960342  =   0.99954614
 AC7153
 AC7153                          SUPERSEDED SURVEY CONTROL
 AC7153
 AC7153  NAD 83(1997)-  37 10 44.99755(N)    093 11 16.04588(W) AD(       ) 1
 AC7153  NAD 83(1986)-  37 10 45.01026(N)    093 11 16.04621(W) AD(       ) 1
 AC7153
 AC7153.Superseded values are not recommended for survey control.
 AC7153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7153.See file dsdata.txt to determine how the superseded data were derived.
 AC7153
 AC7153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8333014765(NAD 83)
 AC7153_MARKER: DD = SURVEY DISK
 AC7153_SETTING: 66 = SET IN ROCK OUTCROP
 AC7153_STAMPING: GR-19 1990
 AC7153_MARK LOGO: MODNR 
 AC7153_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7153+STABILITY: POSITION/ELEVATION WELL
 AC7153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7153+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 AC7153
 AC7153  HISTORY     - Date     Condition        Report By
 AC7153  HISTORY     - 1990     MONUMENTED       MODNR
 AC7153  HISTORY     - 20040722 GOOD             USPSQD
 AC7153
 AC7153                          STATION DESCRIPTION
 AC7153
 AC7153'DESCRIBED BY MO DEPT OF NAT RES 1990
 AC7153'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A DRILL HOLE IN A
 AC7153'LIMESTONE OUTCROP IN THE SOUTH RIGHT-OF-WAY OF MISSOURI ROUTE -D- IN
 AC7153'THE SW 1/4 OF SECTION 25, T29N, R21W.  THE STATION IS 177 FT (53.9 M)
 AC7153'EAST OF THE SUNSHINE BAPTIST CHURCH PROPERTY, 65 FT (19.8 M) NORTH OF
 AC7153'ABANDONED ROUTE -D-, 52 FT (15.8 M) SOUTH OF NEW ROUTE -D-, 35.6 FT
 AC7153'(10.9 M) SOUTHWEST OF A STEEL POST, 10.93 FT (3.33 M) NORTHWEST OF A
 AC7153'CUT CROSS IN THE OUTCROP, AND 9.35 FT (2.85 M) NORTHEAST OF A CUT
 AC7153'CROSS IN THE OUTCROP. THE AZIMUTH MARK IS A DNR ALUMINUM DISK SET IN A
 AC7153'12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS
 AC7153'LOCATED IN THE NORTH RIGHT-OF-WAY OF MISSOURI ROUTE -D- APPROXIMATELY
 AC7153'0.44 MI (0.71 KM) EAST OF THE STATION AT A FIELD ENTRANCE.  THE MARK
 AC7153'IS 52.3 FT (15.9 M) NORTH OF THE CENTERLINE OF ROUTE -D-, 6 FT (1.8 M)
 AC7153'EAST OF THE EAST EDGE OF THE ASPHALT SURFACE FIELD ENTRANCE, 39.2 FT
 AC7153'(11.9 M) SOUTHEAST OF A NAIL AND SHINER IN A GATE POST, 26.2 FT (8.0
 AC7153'M) SOUTHWEST OF A CARSONITE SIGN POST, 27.3 FT (8.3 M) SOUTHWEST OF A
 AC7153'NAIL AND SHINER IN A CORNER FENCE POST AND 14.8 FT (4.5 M) SOUTHWEST
 AC7153'OF THE EAST END OF A 24 INCH C.M.P.  CULVERT. TO REACH THE STATION
 AC7153'FROM THE U.S.  HIGHWAY 65 AND SUNSHINE STREET INTERSECTION IN THE EAST
 AC7153'PART OF SPRINGFIELD, GO EAST ON SUNSHINE (MISSOURI ROUTE -D-) FOR 2.0
 AC7153'MI (3.2 KM) TO A ROCK CUT AT THE TOP OF A HILL, THE SUNSHINE BAPTIST
 AC7153'CHURCH AND THE STATION ON THE RIGHT AS DESCRIBED. TO REACH THE AZIMUTH
 AC7153'MARK FROM THE STATION, CONTINUE EAST ON ROUTE -D- FOR 0.44 MI (0.71
 AC7153'KM) TO FIELD ENTRANCE ON THE LEFT AND THE MARK AS DESCRIBED. DATE OF
 AC7153'REPORT 08-23-1996
 AC7153
 AC7153                          STATION RECOVERY (2004)
 AC7153
 AC7153'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AC7153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7167 ***********************************************************************
 AC7167  DESIGNATION -  GR 20
 AC7167  PID         -  AC7167
 AC7167  STATE/COUNTY-  MO/GREENE
 AC7167  USGS QUAD   -  EBENEZER (1975)
 AC7167
 AC7167                         *CURRENT SURVEY CONTROL
 AC7167  ___________________________________________________________________
 AC7167* NAD 83(1997)-  37 15 44.32333(N)    093 16 09.20310(W)     ADJUSTED  
 AC7167* NAVD 88     -       389.3    (meters)    1277.     (feet)  GPS OBS   
 AC7167  ___________________________________________________________________
 AC7167  X           -    -289,855.338 (meters)                     COMP
 AC7167  Y           -  -5,074,435.178 (meters)                     COMP
 AC7167  Z           -   3,840,820.371 (meters)                     COMP
 AC7167  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 AC7167  ELLIP HEIGHT-         360.03  (meters)          (02/17/00) GPS OBS
 AC7167  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AC7167
 AC7167  HORZ ORDER  -  FIRST
 AC7167  ELLP ORDER  -  FOURTH    CLASS I
 AC7167
 AC7167.The horizontal coordinates were established by GPS observations
 AC7167.and adjusted by the National Geodetic Survey in February 2000..
 AC7167
 AC7167.The orthometric height was determined by GPS observations and a
 AC7167.high-resolution geoid model.
 AC7167
 AC7167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7167
 AC7167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7167
 AC7167.The ellipsoidal height was determined by GPS observations
 AC7167.and is referenced to NAD 83.
 AC7167
 AC7167.The geoid height was determined by GEOID03.
 AC7167
 AC7167;                    North         East     Units Scale Factor Converg.
 AC7167;SPC MO C     -   158,839.377   431,770.088   MT  0.99999066   -0 27 56.7
 AC7167;UTM  15      - 4,124,006.100   476,128.104   MT  0.99960702   -0 09 46.8
 AC7167
 AC7167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7167!SPC MO C     -   0.99994350  x   0.99999066  =   0.99993417
 AC7167!UTM  15      -   0.99994350  x   0.99960702  =   0.99955055
 AC7167
 AC7167                          SUPERSEDED SURVEY CONTROL
 AC7167
 AC7167  NAD 83(1997)-  37 15 44.32349(N)    093 16 09.20303(W) AD(       ) 1
 AC7167  NAD 83(1986)-  37 15 44.33627(N)    093 16 09.20338(W) AD(       ) 1
 AC7167
 AC7167.Superseded values are not recommended for survey control.
 AC7167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7167.See file dsdata.txt to determine how the superseded data were derived.
 AC7167
 AC7167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7612824006(NAD 83)
 AC7167_MARKER: DD = SURVEY DISK
 AC7167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7167_STAMPING: GR-20 1991
 AC7167_MARK LOGO: MODNR 
 AC7167_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7167+STABILITY: SURFACE MOTION
 AC7167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7167+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7167
 AC7167  HISTORY     - Date     Condition        Report By
 AC7167  HISTORY     - 1991     MONUMENTED       MODNR
 AC7167
 AC7167                          STATION DESCRIPTION
 AC7167
 AC7167'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7167'THE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS.
 AC7167'THE SURFACE MARK IS SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH
 AC7167'THE GROUND SURFACE 0.876 M (2.874 FT) ABOVE THE UNDERGROUND MARK.  THE
 AC7167'STATION IS LOCATED IN THE NORTH RIGHT-OF-WAY OF VALLEY WATERMILL ROAD
 AC7167'WEST OF HIGHWAY -H- IN THE NW 1/4 SECTION 6, T29N, R21W.  THE STATION
 AC7167'IS 34.6 FT (10.5 M) SOUTH OF THE SOUTHWEST CORNER OF A ROCK WALL, 54.6
 AC7167'FT (16.6 M) WEST OF A NAIL AND SHINER IN THE SOUTH SIDE OF A POWER
 AC7167'POLE, 35.0 FT (10.7 M) WEST OF THE CENTERLINE OF DRIVEWAY, 24.8 FT
 AC7167'(7.6 M) NORTH OF THE CENTERLINE OF VALLEY WATERMILL ROAD, AND 80.3 FT
 AC7167'(24.5 M) NORTHEAST OF A NAIL AND SHINER IN THE NORTH SIDE OF A POWER
 AC7167'POLE.  THE AZIMUTH MARK IS A STANDARD DNR ALUMINUM GRS DISK SET IN A
 AC7167'12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS
 AC7167'LOCATED ABOUT 0.25 MI (0.40 KM) WEST OF THE STATION. THE AZIMUTH MARK
 AC7167'IS 2.9 FT (0.9 M) EAST OF AN 8X8 INCH CONCRETE POST, 11.9 FT (3.6 M)
 AC7167'NORTHEAST OF 8X8 INCH CONCRETE POST, 57.0 FT (17.4 M) NORTHWEST OF A
 AC7167'NAIL AND SHINER IN NORTH SIDE OF A POWER POLE, 35.0 FT (10.7 M) WEST
 AC7167'OF THE CENTERLINE OF NATIONAL AVENUE, 49.8 FT (15.2 M) SOUTHEAST OF
 AC7167'THE CENTERLINE OF THE ENTRANCE TO GREEN LAWN CEMETERY, AND 2.8 FT (0.9
 AC7167'M) EAST OF A CARSONITE WITNESS POST. TO REACH THE STATION FROM THE
 AC7167'INTERSECTION OF VALLEY WATER MILL ROAD AND GLENSTONE AVENUE ABOUT 0.9
 AC7167'MI (1.4 KM) NORTH OF INTERSTATE 44, GO WEST ON VALLEY WATER MILL ROAD
 AC7167'FOR 0.25 MI (0.40 KM) TO THE ENTRANCE DRIVE TO VILLAGE APARTMENTS AND
 AC7167'THE STATION ON THE RIGHT. TO REACH THE AZIMUTH MARK FROM THE STATION
 AC7167'CONTINUE WEST ON VALLEY WATER MILL ROAD FOR 0.25 MI (0.40 KM) TO A
 AC7167'SHARP CURVE LEFT ONTO NATIONAL AVENUE AND THE MARK ON THE RIGHT. DATE
 AC7167'OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7168 ***********************************************************************
 AC7168  DESIGNATION -  GR 21
 AC7168  PID         -  AC7168
 AC7168  STATE/COUNTY-  MO/GREENE
 AC7168  USGS QUAD   -  EBENEZER (1975)
 AC7168
 AC7168                         *CURRENT SURVEY CONTROL
 AC7168  ___________________________________________________________________
 AC7168* NAD 83(1997)-  37 17 13.57772(N)    093 15 49.90868(W)     ADJUSTED  
 AC7168* NAVD 88     -       382.6    (meters)    1255.     (feet)  GPS OBS   
 AC7168  ___________________________________________________________________
 AC7168  X           -    -289,285.474 (meters)                     COMP
 AC7168  Y           -  -5,072,793.063 (meters)                     COMP
 AC7168  Z           -   3,843,005.960 (meters)                     COMP
 AC7168  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 AC7168  ELLIP HEIGHT-         353.29  (meters)          (02/17/00) GPS OBS
 AC7168  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 AC7168
 AC7168  HORZ ORDER  -  FIRST
 AC7168  ELLP ORDER  -  FOURTH    CLASS I
 AC7168
 AC7168.The horizontal coordinates were established by GPS observations
 AC7168.and adjusted by the National Geodetic Survey in February 2000..
 AC7168
 AC7168.The orthometric height was determined by GPS observations and a
 AC7168.high-resolution geoid model.
 AC7168
 AC7168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7168
 AC7168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7168
 AC7168.The ellipsoidal height was determined by GPS observations
 AC7168.and is referenced to NAD 83.
 AC7168
 AC7168.The geoid height was determined by GEOID03.
 AC7168
 AC7168;                    North         East     Units Scale Factor Converg.
 AC7168;SPC MO C     -   161,586.992   432,267.705   MT  0.99998983   -0 27 46.0
 AC7168;UTM  15      - 4,126,755.253   476,611.006   MT  0.99960674   -0 09 35.5
 AC7168
 AC7168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7168!SPC MO C     -   0.99994456  x   0.99998983  =   0.99993439
 AC7168!UTM  15      -   0.99994456  x   0.99960674  =   0.99955132
 AC7168
 AC7168                          SUPERSEDED SURVEY CONTROL
 AC7168
 AC7168  NAD 83(1997)-  37 17 13.57789(N)    093 15 49.90861(W) AD(       ) 1
 AC7168  NAD 83(1986)-  37 17 13.59068(N)    093 15 49.90886(W) AD(       ) 1
 AC7168
 AC7168.Superseded values are not recommended for survey control.
 AC7168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7168.See file dsdata.txt to determine how the superseded data were derived.
 AC7168
 AC7168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7661126755(NAD 83)
 AC7168_MARKER: DD = SURVEY DISK
 AC7168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7168_STAMPING: GR-21 1991
 AC7168_MARK LOGO: MODNR 
 AC7168_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7168+STABILITY: SURFACE MOTION
 AC7168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7168+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7168
 AC7168  HISTORY     - Date     Condition        Report By
 AC7168  HISTORY     - 1991     MONUMENTED       MODNR
 AC7168
 AC7168                          STATION DESCRIPTION
 AC7168
 AC7168'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7168'THE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS
 AC7168'SET IN CONCRETE.  THE SURFACE MARK IS IN A 12 IN DIAMETER POST FLUSH
 AC7168'WITH THE GROUND SURFACE 0.710 M (2.329 FT) ABOVE THE UNDERGROUND MARK.
 AC7168'THE STATION IS LOCATED IN THE EAST RIGHT-OF-WAY OF HIGHWAY -H- IN THE
 AC7168'NE 1/4 SECTION 32, T30N, R21W.  THE STATION IS 52.9 FT (16.1 M)
 AC7168'SOUTHEAST OF A CHISELED CROSS IN THE HEADWALL OF A CULVERT, 29.0 FT
 AC7168'(8.8 M) EAST OF THE CENTERLINE OF MISSOURI ROUTE -H-, 427.0 FT (130.1
 AC7168'M) NORTH OF THE CENTERLINE OF FARM ROAD -86-, 343.0 FT (104.5 M) SOUTH
 AC7168'OF THE CENTERLINE OF ROCKY ACRES ROAD, 200.0 FT (61.0 M) NORTH OF AN
 AC7168'EAST-WEST FENCE LINE, 51.1 FT (15.6 M) NORTHWEST FROM A NAIL AND
 AC7168'SHINER IN THE NORTH SIDE OF A POWER POLE. THE AZIMUTH MARK IS A
 AC7168'STANDARD DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST
 AC7168'SET FLUSH WITH THE GROUND SURFACE.  THE MARK IS LOCATED ABUT 0.5 MI
 AC7168'(0.8 KM) NORTH OF THE STATION IN THE WEST RIGHT-OF-WAY OF HIGHWAY -H-
 AC7168'AT THE TOP OF THE HILL.  THE AZIMUTH MARK IS 446.0 FT (135.9 M) SOUTH
 AC7168'OF THE CENTERLINE OF MISSOURI ROUTE -AA-, 78.4 FT (23.9 M) NORTH OF
 AC7168'THE SOUTH CENTERLINE OF A CIRCLE DRIVE, 103.0 FT (31.4 M) SOUTH OF THE
 AC7168'NORTH CENTERLINE OF THE CIRCLE DRIVE, 52.4 FT (16.0 M) NORTHEAST OF
 AC7168'THE SOUTHEAST CORNER OF A STORE, 63.5 FT (19.4 M) SOUTHEAST OF THE
 AC7168'NORTHEAST CORNER OF A STORE, 25.7 FT (7.8 M) SOUTHEAST OF A SIGN POST
 AC7168'BASE, AND 27.7 FT (8.4 M) WEST OF THE HIGHWAY CENTERLINE. TO REACH THE
 AC7168'STATION FROM THE GLENSTONE OVERPASS ACROSS INTERSTATE 44, GO NORTH ON
 AC7168'GLENSTONE (MISSOURI ROUTE -H-) FOR 2.56 MI (4.12 KM) TO THE STATION ON
 AC7168'THE RIGHT, 0.5 MI (0.8 KM) SOUTH OF CROSSROADS WITH ROUTE -AA-. TO
 AC7168'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON ROUTE -H-
 AC7168'0.47 MI (0.76 KM) TO THE KNOB HILL MARKET AND THE MARK ON THE LEFT AS
 AC7168'DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7172 ***********************************************************************
 AC7172  DESIGNATION -  GR 22
 AC7172  PID         -  AC7172
 AC7172  STATE/COUNTY-  MO/GREENE
 AC7172  USGS QUAD   -  EBENEZER (1975)
 AC7172
 AC7172                         *CURRENT SURVEY CONTROL
 AC7172  ___________________________________________________________________
 AC7172* NAD 83(1997)-  37 17 23.86813(N)    093 17 24.36952(W)     ADJUSTED  
 AC7172* NAVD 88     -       383.7    (meters)    1259.     (feet)  GPS OBS   
 AC7172  ___________________________________________________________________
 AC7172  X           -    -291,597.591 (meters)                     COMP
 AC7172  Y           -  -5,072,468.982 (meters)                     COMP
 AC7172  Z           -   3,843,258.992 (meters)                     COMP
 AC7172  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 AC7172  ELLIP HEIGHT-         354.32  (meters)          (02/17/00) GPS OBS
 AC7172  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 AC7172
 AC7172  HORZ ORDER  -  FIRST
 AC7172  ELLP ORDER  -  FOURTH    CLASS I
 AC7172
 AC7172.The horizontal coordinates were established by GPS observations
 AC7172.and adjusted by the National Geodetic Survey in February 2000..
 AC7172
 AC7172.The orthometric height was determined by GPS observations and a
 AC7172.high-resolution geoid model.
 AC7172
 AC7172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7172
 AC7172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7172
 AC7172.The ellipsoidal height was determined by GPS observations
 AC7172.and is referenced to NAD 83.
 AC7172
 AC7172.The geoid height was determined by GEOID03.
 AC7172
 AC7172;                    North         East     Units Scale Factor Converg.
 AC7172;SPC MO C     -   161,923.334   429,943.675   MT  0.99999377   -0 28 43.3
 AC7172;UTM  15      - 4,127,079.178   474,286.125   MT  0.99960814   -0 10 32.7
 AC7172
 AC7172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7172!SPC MO C     -   0.99994440  x   0.99999377  =   0.99993817
 AC7172!UTM  15      -   0.99994440  x   0.99960814  =   0.99955256
 AC7172
 AC7172                          SUPERSEDED SURVEY CONTROL
 AC7172
 AC7172  NAD 83(1997)-  37 17 23.86829(N)    093 17 24.36946(W) AD(       ) 1
 AC7172  NAD 83(1986)-  37 17 23.88106(N)    093 17 24.36973(W) AD(       ) 1
 AC7172
 AC7172.Superseded values are not recommended for survey control.
 AC7172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7172.See file dsdata.txt to determine how the superseded data were derived.
 AC7172
 AC7172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7428627079(NAD 83)
 AC7172_MARKER: DD = SURVEY DISK
 AC7172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7172_STAMPING: GR-22 1991
 AC7172_MARK LOGO: MODNR 
 AC7172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7172+STABILITY: SURFACE MOTION
 AC7172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7172+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7172
 AC7172  HISTORY     - Date     Condition        Report By
 AC7172  HISTORY     - 1991     MONUMENTED       MODNR
 AC7172
 AC7172                          STATION DESCRIPTION
 AC7172
 AC7172'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7172'THE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS
 AC7172'SET IN CONCRETE.  THE SURFACE MARK IS IN A 12 INCH DIAMETER POST FLUSH
 AC7172'WITH THE GROUND SURFACE 0.892 M (2.927 FT) ABOVE THE UNDERGROUND MARK
 AC7172'LOCATED IN THE WEST RIGHT-OF-WAY OF FARM ROAD -155- IN THE SE 1/4
 AC7172'SECTION 30, T30N, R22W.  THE STATION IS 4.2 FT (1.3 M) EAST OF A NAIL
 AC7172'AND SHINER IN A FENCE CORNER POST, 20.9 FT (6.4 M) WEST OF THE
 AC7172'CENTERLINE OF FARM ROAD -155-, 453.0 FT (138.1 M) NORTH OF THE
 AC7172'CENTERLINE OF FARM ROAD -84-, 42.6 FT (13.0 M) NORTHEAST OF A NAIL AND
 AC7172'SHINER IN THE EAST SIDE OF A POWER POLE. THE AZIMUTH MARK IS A
 AC7172'STANDARD DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST
 AC7172'FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.3 MI (0.5 KM)
 AC7172'NORTH OF THE STATION IN THE WEST RIGHT-OF-WAY OF ROAD -155-.  THE
 AC7172'AZIMUTH MARK IS 41.1 FT (12.5 M) SOUTHEAST OF A LARGE LIMESTONE
 AC7172'BOULDER IN A FLOWER GARDEN, 12.9 FT (3.9 M) NORTHEAST OF A NAIL AND
 AC7172'SHINER IN THE EAST SIDE OF A POWER POLE, 14.0 FT (4.3 M) WEST OF THE
 AC7172'CENTERLINE OF FARM ROAD -155-, 175.0 FT (53.3 M) SOUTH OF THE
 AC7172'CENTERLINE OF A DRIVEWAY. TO REACH THE STATION FROM THE INTERSECTION
 AC7172'OF MISSOURI ROUTES -AA-, -H- AND GREENE COUNTY FARM ROAD -80- ABOUT
 AC7172'3.1 MI (5.0 KM) NORTH OF THE GLENSTONE (MISSOURI ROUTE -H-) OVERPASS
 AC7172'ACROSS INTERSTATE 44, GO WEST ON FARM ROAD -80- FOR 1.0 MI (1.6 KM) TO
 AC7172'T-ROAD INTERSECTION. TURN LEFT AND GO SOUTH ON FARM ROAD -159- FOR 0.5
 AC7172'MI (0.8 KM) TO T-ROAD INTERSECTION WITH FARM ROAD -84-, TURN RIGHT AND
 AC7172'GO WEST ON ROAD -84- FOR 0.45 MI (0.72 KM) TO FARM ROAD -155-.  TURN
 AC7172'RIGHT AND GO NORTH FOR 0.08 MI (0.13 KM) TO STATION ON THE LEFT. TO
 AC7172'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON ROAD -155-
 AC7172'FOR 0.35 MI (0.56 KM) TO THE MARK ON THE LEFT AS DESCRIBED. DATE OF
 AC7172'REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7166 ***********************************************************************
 AC7166  DESIGNATION -  GR 23
 AC7166  PID         -  AC7166
 AC7166  STATE/COUNTY-  MO/GREENE
 AC7166  USGS QUAD   -  BASSVILLE (1970)
 AC7166
 AC7166                         *CURRENT SURVEY CONTROL
 AC7166  ___________________________________________________________________
 AC7166* NAD 83(1997)-  37 17 40.09287(N)    093 13 47.28021(W)     ADJUSTED  
 AC7166* NAVD 88     -       403.5    (meters)    1324.     (feet)  GPS OBS   
 AC7166  ___________________________________________________________________
 AC7166  X           -    -286,242.582 (meters)                     COMP
 AC7166  Y           -  -5,072,486.290 (meters)                     COMP
 AC7166  Z           -   3,843,668.998 (meters)                     COMP
 AC7166  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 AC7166  ELLIP HEIGHT-         374.22  (meters)          (02/17/00) GPS OBS
 AC7166  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AC7166
 AC7166  HORZ ORDER  -  FIRST
 AC7166  ELLP ORDER  -  FOURTH    CLASS I
 AC7166
 AC7166.The horizontal coordinates were established by GPS observations
 AC7166.and adjusted by the National Geodetic Survey in February 2000..
 AC7166
 AC7166.The orthometric height was determined by GPS observations and a
 AC7166.high-resolution geoid model.
 AC7166
 AC7166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7166
 AC7166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7166
 AC7166.The ellipsoidal height was determined by GPS observations
 AC7166.and is referenced to NAD 83.
 AC7166
 AC7166.The geoid height was determined by GEOID03.
 AC7166
 AC7166;                    North         East     Units Scale Factor Converg.
 AC7166;SPC MO C     -   162,380.529   435,294.488   MT  0.99998489   -0 26 32.0
 AC7166;UTM  15      - 4,127,564.473   479,632.399   MT  0.99960511   -0 08 21.3
 AC7166
 AC7166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7166!SPC MO C     -   0.99994128  x   0.99998489  =   0.99992617
 AC7166!UTM  15      -   0.99994128  x   0.99960511  =   0.99954641
 AC7166
 AC7166                          SUPERSEDED SURVEY CONTROL
 AC7166
 AC7166  NAD 83(1997)-  37 17 40.09305(N)    093 13 47.28014(W) AD(       ) 1
 AC7166  NAD 83(1986)-  37 17 40.10586(N)    093 13 47.28031(W) AD(       ) 1
 AC7166
 AC7166.Superseded values are not recommended for survey control.
 AC7166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7166.See file dsdata.txt to determine how the superseded data were derived.
 AC7166
 AC7166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7963227564(NAD 83)
 AC7166_MARKER: DD = SURVEY DISK
 AC7166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7166_STAMPING: GR-23 1991
 AC7166_MARK LOGO: MODNR 
 AC7166_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7166+STABILITY: SURFACE MOTION
 AC7166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7166+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7166
 AC7166  HISTORY     - Date     Condition        Report By
 AC7166  HISTORY     - 1991     MONUMENTED       MODNR
 AC7166
 AC7166                          STATION DESCRIPTION
 AC7166
 AC7166'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7166'THE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS
 AC7166'SET IN CONCRETE.  THE SURFACE MARK IS IN A 12 INCH DIAMETER CONCRETE
 AC7166'POST FLUSH WITH THE GROUND SURFACE 0.808 M (2.651 FT) ABOVE THE
 AC7166'UNDERGRUND MARK LOCATED IN THE SOUTH RIGHT-OF-WAY OF HIGHWAY -AA- IN
 AC7166'THE SOUTHEAST QUARTER OF SECTION 27.  TOWNSHIP 30 NORTH, RANGE 21
 AC7166'WEST.  THE STATION IS 71.4 FT (21.8 M) SOUTHWEST OF A TELEPHONE CABLE
 AC7166'RISER BOX, 26.8 FT (8.2 M) SOUTH OF THE CENTERLINE OF HIGHWAY -AA-,
 AC7166'109 FT (33.2 M) WEST OF FARM ROAD -177-, 12.2 FT (3.7 M) NORTHWEST OF
 AC7166'A STEEL FENCE POST, 8.0 FT (2.4 M) NORTHEAST OF A STEEL FENCE POST,
 AC7166'AND 6.8 FT (2.1 M) NORTH OF A CARSONITE WITNESS POST AT FENCE. THE
 AC7166'AZIMUTH MARK IS A STANDARD DNR ALUMINUM GRS DISK SET IN A CONCRETE
 AC7166'POST 12 INCHES IN DIAMETER FLUSH WITH THE GROUND SURFACE AND IS
 AC7166'LOCATED ABOUT 0.3 MI (0.5 KM) WEST OF THE STATION IN THE NORTH
 AC7166'RIGHT-OF-WAY OF HIGHWAY -AA-.  THE AZIMUTH MARK IS 9.6 FT (2.9 M)
 AC7166'SOUTHEAST OF A WOODEN POST, 3.5 FT (1.1 M) SOUTHWEST OF A WOODEN FENCE
 AC7166'POST, 60.1 FT (18.3 M) SOUTHWEST OF AN MHTD PAINT INDICATOR POST, 31.9
 AC7166'FT (9.7 M) NORTH OF THE CENTERLINE OF MISSOURI ROUTE -AA-, AND 81.2 FT
 AC7166'(24.7 M) NORTHEAST OF AN MHTD PAINT INDICATOR POST. TO REACH THE
 AC7166'STATION FROM THE JUNCTION OF MISSOURI ROUTES -H- AND -AA- WHICH IS
 AC7166'ABOUT 3.1 MI (5.0 KM) NORTH OF THE GLENSTONE AVENUE (MISSOURI ROUTE
 AC7166'-H-) OVERPASS ACROSS INTERSTATE 44, GO EAST ON ROUTE -AA- FOR 1.9 MI
 AC7166'(3.1 KM) TO THE CROSSROADS WITH GREENE COUNTY FARM ROAD -177- AND THE
 AC7166'STATION ON THE RIGHT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AC7166'STATION, GO WEST ON ROUTE -AA- FOR 0.35 MI (0.56 KM) TO THE TOP OF A
 AC7166'KNOLL AND THE MARK ON THE RIGHT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7173 ***********************************************************************
 AC7173  DESIGNATION -  GR 24
 AC7173  PID         -  AC7173
 AC7173  STATE/COUNTY-  MO/GREENE
 AC7173  USGS QUAD   -  EBENEZER (1975)
 AC7173
 AC7173                         *CURRENT SURVEY CONTROL
 AC7173  ___________________________________________________________________
 AC7173* NAD 83(1997)-  37 15 19.67748(N)    093 18 38.27849(W)     ADJUSTED  
 AC7173* NAVD 88     -       376.4    (meters)    1235.     (feet)  GPS OBS   
 AC7173  ___________________________________________________________________
 AC7173  X           -    -293,548.722 (meters)                     COMP
 AC7173  Y           -  -5,074,673.388 (meters)                     COMP
 AC7173  Z           -   3,840,207.820 (meters)                     COMP
 AC7173  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 AC7173  ELLIP HEIGHT-         347.16  (meters)          (02/17/00) GPS OBS
 AC7173  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 AC7173
 AC7173  HORZ ORDER  -  FIRST
 AC7173  ELLP ORDER  -  FOURTH    CLASS I
 AC7173
 AC7173.The horizontal coordinates were established by GPS observations
 AC7173.and adjusted by the National Geodetic Survey in February 2000..
 AC7173
 AC7173.The orthometric height was determined by GPS observations and a
 AC7173.high-resolution geoid model.
 AC7173
 AC7173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7173
 AC7173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7173
 AC7173.The ellipsoidal height was determined by GPS observations
 AC7173.and is referenced to NAD 83.
 AC7173
 AC7173.The geoid height was determined by GEOID03.
 AC7173
 AC7173;                    North         East     Units Scale Factor Converg.
 AC7173;SPC MO C     -   158,110.277   428,090.473   MT  0.99999701   -0 29 26.7
 AC7173;UTM  15      - 4,123,257.857   472,453.810   MT  0.99960935   -0 11 17.0
 AC7173
 AC7173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7173!SPC MO C     -   0.99994552  x   0.99999701  =   0.99994253
 AC7173!UTM  15      -   0.99994552  x   0.99960935  =   0.99955490
 AC7173
 AC7173                          SUPERSEDED SURVEY CONTROL
 AC7173
 AC7173  NAD 83(1997)-  37 15 19.67763(N)    093 18 38.27843(W) AD(       ) 1
 AC7173  NAD 83(1986)-  37 15 19.69039(N)    093 18 38.27898(W) AD(       ) 1
 AC7173
 AC7173.Superseded values are not recommended for survey control.
 AC7173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7173.See file dsdata.txt to determine how the superseded data were derived.
 AC7173
 AC7173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7245423258(NAD 83)
 AC7173_MARKER: DD = SURVEY DISK
 AC7173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7173_STAMPING: GR-24 1991
 AC7173_MARK LOGO: MODNR 
 AC7173_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7173+STABILITY: SURFACE MOTION
 AC7173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7173+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7173
 AC7173  HISTORY     - Date     Condition        Report By
 AC7173  HISTORY     - 1991     MONUMENTED       MODNR
 AC7173
 AC7173                          STATION DESCRIPTION
 AC7173
 AC7173'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7173'THE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS
 AC7173'SET IN CONCRETE.  THE SURFACE MARK IS IN A 12 INCH DIAMETER CONCRETE
 AC7173'POST FLUSH WITH THE GROUND SURFACE 0.945 M (3.100 FT) ABOVE THE
 AC7173'UNDERGROUND MARK LOCATED BETWEEN HIGHWAY 13 AND KANSAS AVENUE ABOUT
 AC7173'0.25 MI (0.40 KM) NORTH OF I-44.  THE STATION IS 98.0 FT (29.9 M)
 AC7173'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF HIGHWAY 13, 87.6
 AC7173'FT (26.7 M) SOUTHEAST OF THE SOUTH GUARDRAIL POST, 63.7 FT (19.4 M)
 AC7173'SOUTH OF THE CENTERLINE OF A GRAVEL DRIVE, 78.8 FT (24.0 M) SOUTHWEST
 AC7173'OF A STEEL SIGN POST, 23.7 FT (7.2 M) SOUTHWEST OF THE SOUTH END OF A
 AC7173'15 IN CULVERT, 57.8 FT (17.6 M) WEST OF THE CENTERLINE OF KANSAS
 AC7173'AVENUE, 110.7 FT (33.7 M) NORTHWEST OF A STEEL RIGHT-OF-WAY POST, AND
 AC7173'3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS
 AC7173'A STANDARD DNR ALUMINUM GRS DISK SET IN A DRILL HOLE IN A 9 FT (2.7 M)
 AC7173'BY 8 FT (2.4 M) LIMESTONE OUTCROP LOCATED ABOUT 0.25 MI (0.40 KM)
 AC7173'SOUTH OF THE STATION IN A SMALL PARK AREA SOUTH OF NORTON STREET AND
 AC7173'EAST OF KANSAS AVENUE.  THE AZIMUTH MARK IS 115.0 FT (35.1 M) EAST OF
 AC7173'THE CENTERLINE OF KANSAS AVENUE, 108.5 FT (33.1 M) SOUTH OF A STEEL
 AC7173'FENCE POST, 75.4 FT (23.0 M) SOUTH OF THE CENTERLINE OF NORTON STREET,
 AC7173'46.0 FT (14.0 M) WEST OF A 24 INCH POST OAK, 86.2 FT (26.3 M)
 AC7173'NORTHWEST OF AN HISTORICAL MARKER SIGN POST, 48.3 FT (14.7 M)
 AC7173'NORTHWEST OF A NAIL AND SHINER IN THE NORTH SIDE OF A POWER POLE, AND
 AC7173'6.9 FT (2.1 M) EAST OF A CARSONITE WITNESS POST. TO REACH THE STATION
 AC7173'FROM THE HIGHWAY 13 OVERPASS ACROSS INTERSTATE 44 IN THE NORTHWEST
 AC7173'PART OF SPRINGFIELD, GO NORTH ON HIGHWAY 13 FOR 0.1 MI (0.2 KM) TO
 AC7173'TRAFFIC LIGHT AT NORTON STREET.  TURN RIGHT ONTO NORTON FOR ABOUT 200
 AC7173'FT (61.0 M) TO KANSAS AVENUE ON THE LEFT.  TURN LEFT ONTO KANSAS
 AC7173'AVENUE AND GO NORTH 0.26 MI (0.42 KM) TO FIRST GRAVEL DRIVE LEFT AND
 AC7173'THE STATION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION
 AC7173'RETURN SOUTH ON KANSAS AVENUE TO NORTON STREET.  TURN LEFT AND GO EAST
 AC7173'ON NORTON ABOUT 100 FT (30.5 M) TO A GRAVEL CUL-DE-SAC ON THE RIGHT AT
 AC7173'A HISTORIC MARKER AND THE MARK ON THE RIGHT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7176 ***********************************************************************
 AC7176  DESIGNATION -  GR 25
 AC7176  PID         -  AC7176
 AC7176  STATE/COUNTY-  MO/GREENE
 AC7176  USGS QUAD   -  EBENEZER (1975)
 AC7176
 AC7176                         *CURRENT SURVEY CONTROL
 AC7176  ___________________________________________________________________
 AC7176* NAD 83(1997)-  37 17 12.00101(N)    093 19 28.46444(W)     ADJUSTED  
 AC7176* NAVD 88     -       334.2    (meters)    1096.     (feet)  GPS OBS   
 AC7176  ___________________________________________________________________
 AC7176  X           -    -294,659.855 (meters)                     COMP
 AC7176  Y           -  -5,072,474.617 (meters)                     COMP
 AC7176  Z           -   3,842,937.939 (meters)                     COMP
 AC7176  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AC7176  ELLIP HEIGHT-         304.85  (meters)          (02/17/00) GPS OBS
 AC7176  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 AC7176
 AC7176  HORZ ORDER  -  FIRST
 AC7176  ELLP ORDER  -  FOURTH    CLASS I
 AC7176
 AC7176.The horizontal coordinates were established by GPS observations
 AC7176.and adjusted by the National Geodetic Survey in February 2000..
 AC7176
 AC7176.The orthometric height was determined by GPS observations and a
 AC7176.high-resolution geoid model.
 AC7176
 AC7176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7176
 AC7176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7176
 AC7176.The ellipsoidal height was determined by GPS observations
 AC7176.and is referenced to NAD 83.
 AC7176
 AC7176.The geoid height was determined by GEOID03.
 AC7176
 AC7176;                    North         East     Units Scale Factor Converg.
 AC7176;SPC MO C     -   161,583.596   426,883.994   MT  0.99999916   -0 29 58.4
 AC7176;UTM  15      - 4,126,723.405   471,229.467   MT  0.99961020   -0 11 47.9
 AC7176
 AC7176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7176!SPC MO C     -   0.99995216  x   0.99999916  =   0.99995132
 AC7176!UTM  15      -   0.99995216  x   0.99961020  =   0.99956238
 AC7176
 AC7176                          SUPERSEDED SURVEY CONTROL
 AC7176
 AC7176  NAD 83(1997)-  37 17 12.00116(N)    093 19 28.46438(W) AD(       ) 1
 AC7176  NAD 83(1986)-  37 17 12.01389(N)    093 19 28.46475(W) AD(       ) 1
 AC7176
 AC7176.Superseded values are not recommended for survey control.
 AC7176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7176.See file dsdata.txt to determine how the superseded data were derived.
 AC7176
 AC7176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7122926723(NAD 83)
 AC7176_MARKER: DD = SURVEY DISK
 AC7176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7176_STAMPING: GR-25 1991
 AC7176_MARK LOGO: MODNR 
 AC7176_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7176+STABILITY: SURFACE MOTION
 AC7176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7176+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7176
 AC7176  HISTORY     - Date     Condition        Report By
 AC7176  HISTORY     - 1991     MONUMENTED       MODNR
 AC7176
 AC7176                          STATION DESCRIPTION
 AC7176
 AC7176'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7176'THE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS
 AC7176'SET IN CONCRETE.  THE SURFACE MARK IS IN A 12 INCH DIAMETER CONCRETE
 AC7176'POST FLUSH WITH THE GROUND SURFACE 0.818 M (2.684 FT) ABOVE THE
 AC7176'UNDERGROUND MARK LOCATED IN THE NW 1/4, SECTION 35, T30N, R22W IN THE
 AC7176'WEST RIGHT-OF-WAY OF FARM ROAD -144-.  THE STATION IS 7.4 FT (2.3 M)
 AC7176'SOUTHEAST OF A NAIL AND SHINER IN A WOODEN POST, 77.4 FT (23.6 M)
 AC7176'SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE, 36.0 FT (11.0 M) WEST
 AC7176'OF THE CENTERLINE OF FARM ROAD -144-, 21.7 FT (6.6 M) NORTH OF A NAIL
 AC7176'AND SHINER IN A WOODEN POST, 236.0 FT (71.9 M) NORTH OF THE CENTER
 AC7176'LINE OF FARM ROAD -86-, 3.5 FT (1.1 M) EAST OF A FENCE, AND 2.8 FT
 AC7176'(0.9 M) EAST OF A CARSONITE WITNESS POST AT A FENCE. THE AZIMUTH MARK
 AC7176'IS A STANDARD DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE
 AC7176'POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED IN THE EAST
 AC7176'RIGHT-OF-WAY OF FARM ROAD -141- ABOUT 0.5 MI (0.8 KM) NORTH OF THE
 AC7176'STATION.  THE AZIMUTH MARK IS 18.3 FT (5.6 M) EAST OF THE CENTERLINE
 AC7176'OF FARM ROAD -141-, 219.0 FT (66.8 M) SOUTH OF THE CENTER LINE OF FARM
 AC7176'ROAD -143-, 24.6 FT (7.5 M) WEST OF A FENCE, 93.0 FT (28.3 M) NORTH OF
 AC7176'THE CENTERLINE OF A PRIVATE DRIVE, 68.6 FT (20.9 M) NORTHEAST OF A
 AC7176'FACE TIE ON A CORNER POST, AND 6.2 FT (1.9 M) WEST OF A CARSONITE
 AC7176'WITNESS POST. TO REACH THE STATION FROM THE HIGHWAY 13 OVERPASS ACROSS
 AC7176'INTERSTATE 44 IN THE NORTHWEST PART OF SPRINGFIELD, GO NORTH ON
 AC7176'HIGHWAY 13 FOR 2.0 MI (3.2 KM) TO FARM ROAD -94-.  TURN RIGHT AND GO
 AC7176'EAST ON ROAD -94- FOR 0.06 MI (0.10 KM) TO FARM ROAD -141- (OLD
 AC7176'HIGHWAY 13) . TURN LEFT AND GO NORTH ON ROAD -141- FOR 0.8 MI (1.3 KM)
 AC7176'TO THE STATION ON THE LEFT AS DESCRIBED. TO REACH THE AZIMUTH MARK
 AC7176'FROM THE STATION CONTINUE NORTH ON ROAD -141- FOR 0.44 MI (0.71 KM) TO
 AC7176'THE MARK ON THE RIGHT AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7171 ***********************************************************************
 AC7171  DESIGNATION -  GR 26
 AC7171  PID         -  AC7171
 AC7171  STATE/COUNTY-  MO/GREENE
 AC7171  USGS QUAD   -  EBENEZER (1975)
 AC7171
 AC7171                         *CURRENT SURVEY CONTROL
 AC7171  ___________________________________________________________________
 AC7171* NAD 83(1997)-  37 18 54.40920(N)    093 18 30.34054(W)     ADJUSTED  
 AC7171* NAVD 88     -       372.2    (meters)    1221.     (feet)  GPS OBS   
 AC7171  ___________________________________________________________________
 AC7171  X           -    -293,121.781 (meters)                     COMP
 AC7171  Y           -  -5,070,677.466 (meters)                     COMP
 AC7171  Z           -   3,845,472.433 (meters)                     COMP
 AC7171  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AC7171  ELLIP HEIGHT-         342.80  (meters)          (02/17/00) GPS OBS
 AC7171  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AC7171
 AC7171  HORZ ORDER  -  FIRST
 AC7171  ELLP ORDER  -  FOURTH    CLASS I
 AC7171
 AC7171.The horizontal coordinates were established by GPS observations
 AC7171.and adjusted by the National Geodetic Survey in February 2000..
 AC7171
 AC7171.The orthometric height was determined by GPS observations and a
 AC7171.high-resolution geoid model.
 AC7171
 AC7171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7171
 AC7171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7171
 AC7171.The ellipsoidal height was determined by GPS observations
 AC7171.and is referenced to NAD 83.
 AC7171
 AC7171.The geoid height was determined by GEOID03.
 AC7171
 AC7171;                    North         East     Units Scale Factor Converg.
 AC7171;SPC MO C     -   164,728.220   428,342.660   MT  0.99999656   -0 29 24.3
 AC7171;UTM  15      - 4,129,874.476   472,670.922   MT  0.99960920   -0 11 13.1
 AC7171
 AC7171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7171!SPC MO C     -   0.99994621  x   0.99999656  =   0.99994277
 AC7171!UTM  15      -   0.99994621  x   0.99960920  =   0.99955543
 AC7171
 AC7171                          SUPERSEDED SURVEY CONTROL
 AC7171
 AC7171  NAD 83(1997)-  37 18 54.40936(N)    093 18 30.34048(W) AD(       ) 1
 AC7171  NAD 83(1986)-  37 18 54.42222(N)    093 18 30.34062(W) AD(       ) 1
 AC7171
 AC7171.Superseded values are not recommended for survey control.
 AC7171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7171.See file dsdata.txt to determine how the superseded data were derived.
 AC7171
 AC7171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7267129874(NAD 83)
 AC7171_MARKER: DD = SURVEY DISK
 AC7171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7171_STAMPING: GR-26 1991
 AC7171_MARK LOGO: MODNR 
 AC7171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7171+STABILITY: SURFACE MOTION
 AC7171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7171+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7171
 AC7171  HISTORY     - Date     Condition        Report By
 AC7171  HISTORY     - 1991     MONUMENTED       MODNR
 AC7171
 AC7171                          STATION DESCRIPTION
 AC7171
 AC7171'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7171'THE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS
 AC7171'SET IN CONCRETE.  THE SURFACE MARK IS SET IN A 12 INCH DIAMETER
 AC7171'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.845 M (2.772 FT) ABOVE
 AC7171'THE UNDERGROUND MARK LOCATED IN THE WEST RIGHT-OF-WAY OF FARM ROAD
 AC7171'-145- IN THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 30 NORTH, RANGE
 AC7171'22 WEST.  THE MARK IS 16.1 FT (4.9 M) WEST OF THE ROAD CENTERLINE,
 AC7171'43.4 FT (13.2 M) SOUTHWEST OF A CORNER FENCE POST, 46.7 FT (14.2 M)
 AC7171'NORTHWEST OF A BRICK PEDESTAL MAILBOX, 13.6 FT (4.1 M) NORTH OF A
 AC7171'POWER POLE, 4.3 FT (1.3 M) EAST OF THE RIGHT-OF-WAY FENCE, AND 3.8 FT
 AC7171'(1.2 M) EAST OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS A
 AC7171'STANDARD DNR ALUMINUM DISK SET IN A 12 INCH DIAMETER CONCRETE POST
 AC7171'FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.2 MI (0.3 KM)
 AC7171'SOUTH OF THE STATION IN THE EAST RIGHT-OF-WAY OF FARM ROAD -145-.  THE
 AC7171'MARK IS 2.7 FT (0.8 M) WEST OF THE RIGHT-OF-WAY FENCE, 21.7 FT (6.6 M)
 AC7171'EAST OF THE CENTERLINE, 195 FT (59.4 M) SOUTH OF A FIELD ENTRANCE,
 AC7171'47.3 FT (14.4 M) SOUTHEAST OF A NAIL AND SHINER IN A HEDGE POST, 46.5
 AC7171'FT (14.2 M) NORTHEAST OF A NAIL AND SHINER IN A UTILITY POLE, 1.7 FT
 AC7171'(0.5 M) WEST OF A CARSONITE WITNESS POST, AND 39.5 FT (12.0 M)
 AC7171'SOUTHWEST OF A NAIL AND SHINER IN A WOODEN POST. TO REACH THE STATION
 AC7171'FROM THE INTERSECTION OF MISSOURI ROUTES -13- AND -O- WHICH IS ABOUT
 AC7171'4.5 MI (7.2 KM) NORTH OF THE HIGHWAY -13- OVERPASS ACROSS INTERSTATE
 AC7171'44 IN IN THE NORTHWEST PART OF SPRINGFIELD, GO EAST ON A FARM ROAD
 AC7171'OPPOSITE HIGHWAY -O- FOR 0.18 MI (0.29 KM) TO T-ROAD INTERSECTION WITH
 AC7171'FARM ROAD -141-.  TURN RIGHT AND GO SOUTH ON ROAD -141- FOR 0.5 MI
 AC7171'(0.8 KM) TO FARM ROAD -76- ON THE LEFT AT THE VILLAGE OF GLIDEWELL.
 AC7171'TURN LEFT AND GO EAST ON ROAD -76- FOR 1.0 MI (1.6 KM) TO T-ROAD
 AC7171'INTERSECTION WITH FARM ROAD -145-.  TURN LEFT AND GO NORTH ON ROAD
 AC7171'-145- FOR 0.6 MI (1.0 KM) TO THE CREST OF A HILL AND THE STATION ON
 AC7171'THE LEFT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC7171'RETURN SOUTH ON ROAD -145- FOR 0.18 MI (0.29 KM) TO THE BOTTOM OF THE
 AC7171'HILL AND THE MARK ON THE LEFT AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7169 ***********************************************************************
 AC7169  DESIGNATION -  GR 27
 AC7169  PID         -  AC7169
 AC7169  STATE/COUNTY-  MO/GREENE
 AC7169  USGS QUAD   -  EBENEZER (1975)
 AC7169
 AC7169                         *CURRENT SURVEY CONTROL
 AC7169  ___________________________________________________________________
 AC7169* NAD 83(1997)-  37 19 00.30403(N)    093 15 46.66325(W)     ADJUSTED  
 AC7169* NAVD 88     -       360.5    (meters)    1183.     (feet)  GPS OBS   
 AC7169  ___________________________________________________________________
 AC7169  X           -    -289,091.157 (meters)                     COMP
 AC7169  Y           -  -5,070,789.234 (meters)                     COMP
 AC7169  Z           -   3,845,609.915 (meters)                     COMP
 AC7169  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 AC7169  ELLIP HEIGHT-         331.16  (meters)          (02/17/00) GPS OBS
 AC7169  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AC7169
 AC7169  HORZ ORDER  -  FIRST
 AC7169  ELLP ORDER  -  FOURTH    CLASS I
 AC7169
 AC7169.The horizontal coordinates were established by GPS observations
 AC7169.and adjusted by the National Geodetic Survey in February 2000..
 AC7169
 AC7169.The orthometric height was determined by GPS observations and a
 AC7169.high-resolution geoid model.
 AC7169
 AC7169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7169
 AC7169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7169
 AC7169.The ellipsoidal height was determined by GPS observations
 AC7169.and is referenced to NAD 83.
 AC7169
 AC7169.The geoid height was determined by GEOID03.
 AC7169
 AC7169;                    North         East     Units Scale Factor Converg.
 AC7169;SPC MO C     -   164,876.439   432,374.195   MT  0.99998965   -0 27 45.1
 AC7169;UTM  15      - 4,130,043.956   476,700.064   MT  0.99960669   -0 09 33.9
 AC7169
 AC7169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7169!SPC MO C     -   0.99994803  x   0.99998965  =   0.99993769
 AC7169!UTM  15      -   0.99994803  x   0.99960669  =   0.99955475
 AC7169
 AC7169                          SUPERSEDED SURVEY CONTROL
 AC7169
 AC7169  NAD 83(1997)-  37 19 00.30420(N)    093 15 46.66318(W) AD(       ) 1
 AC7169  NAD 83(1986)-  37 19 00.31709(N)    093 15 46.66325(W) AD(       ) 1
 AC7169
 AC7169.Superseded values are not recommended for survey control.
 AC7169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7169.See file dsdata.txt to determine how the superseded data were derived.
 AC7169
 AC7169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7670030044(NAD 83)
 AC7169_MARKER: DD = SURVEY DISK
 AC7169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7169_STAMPING: GR-27 1991
 AC7169_MARK LOGO: MODNR 
 AC7169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7169+STABILITY: SURFACE MOTION
 AC7169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7169+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7169
 AC7169  HISTORY     - Date     Condition        Report By
 AC7169  HISTORY     - 1991     MONUMENTED       MODNR
 AC7169
 AC7169                          STATION DESCRIPTION
 AC7169
 AC7169'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7169'THE STATION AND THE UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS
 AC7169'DISKS SET IN CONCRETE.  THE SURFACE MARK IS IN A 12 INCH DIAMETER
 AC7169'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.777 M (2.549 FT) ABOVE
 AC7169'THE UNDERGROUND MARK LOCATED IN THE WEST RIGHT-OF-WAY OF HIGHWAY -H-,
 AC7169'125 FT (38.1 M) SOUTH OF FARM ROAD -68- IN THE NORTHWEST QUARTER OF
 AC7169'SECTION 21, TOWNSHIP 30 NORTH, RANGE 21 WEST.  THE STATION IS 27 FT
 AC7169'(8.2 M) EAST OF THE HIGHWAY CENTERLINE, 130 FT (39.6 M) SOUTH OF A
 AC7169'FENCE CORNER, 142.9 FT (43.6 M) SOUTH OF A NAIL AND SHINER IN A
 AC7169'UTILITY POLE, 4.4 FT (1.3 M) WEST OF THE RIGHT-OF-WAY FENCE, 80.2 FT
 AC7169'(24.4 M) NORTH OF A NAIL AND SHINER IN A UTILITY POLE AND 4.1 FT (1.2
 AC7169'M) WEST OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS A STANDARD
 AC7169'DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH
 AC7169'WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.4 MI (0.6 KM) SOUTH OF
 AC7169'THE STATION IN THE WEST RIGHT-OF-WAY OF HIGHWAY -H-.  THE MARK IS 27.9
 AC7169'FT (8.5 M) WEST OF THE HIGHWAY CENTERLINE, 2.3 FT (0.7 M) EAST OF THE
 AC7169'RIGHT-OF-WAY FENCE, 57.6 FT (17.6 M) WEST OF A NAIL AND SHINER OF A
 AC7169'POWER POLE, 7.1 FT (2.2 M) NORTHWEST OF THE NORTH END OF A CULVERT
 AC7169'PIPE, 20.8 FT (6.3 M) NORTHWEST OF THE ROCK HEADWALL OF THE SOUTH END
 AC7169'OF THE CULVERT, 95 FT (29.0 M) NORTH OF A PRIVATE DRIVE ON THE EAST
 AC7169'SIDE OF THE HIGHWAY, 8.2 FT (2.5 M) NORTHEAST OF A NAIL AND SHINER IN
 AC7169'A CORNER FENCE POST, AND 2.2 FT (0.7 M) NORTHEAST OF A CARSONITE
 AC7169'WITNESS POST. TO REACH THE STATION FROM THE JUNCTION OF MISSOURI
 AC7169'ROUTES -H- AND -AA- WHICH IS ABOUT 3.2 MI (5.1 KM) NORTH ON ROUTE -H-
 AC7169'FROM THE GLENSTONE OVERPASS ACROSS INTERSTATE 44 IN THE NORTHEAST PART
 AC7169'OF SPRINGFIELD, GO NORTH ON ROUTE -H- FOR 1.5 MI (2.4 KM) TO FARM ROAD
 AC7169'-68- ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED. TO REACH
 AC7169'THE AZIMUTH MARK FROM THE STATION, RETURN SOUTH ON ROUTE -H- FOR 0.4
 AC7169'MI (0.6 KM) TO THE MARK ON THE RIGHT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7165 ***********************************************************************
 AC7165  DESIGNATION -  GR 28
 AC7165  PID         -  AC7165
 AC7165  STATE/COUNTY-  MO/GREENE
 AC7165  USGS QUAD   -  BASSVILLE (1970)
 AC7165
 AC7165                         *CURRENT SURVEY CONTROL
 AC7165  ___________________________________________________________________
 AC7165* NAD 83(1997)-  37 19 11.55268(N)    093 13 24.00476(W)     ADJUSTED  
 AC7165* NAVD 88     -       397.0    (meters)    1302.     (feet)  GPS OBS   
 AC7165  ___________________________________________________________________
 AC7165  X           -    -285,573.802 (meters)                     COMP
 AC7165  Y           -  -5,070,807.081 (meters)                     COMP
 AC7165  Z           -   3,845,907.884 (meters)                     COMP
 AC7165  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 AC7165  ELLIP HEIGHT-         367.72  (meters)          (02/17/00) GPS OBS
 AC7165  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 AC7165
 AC7165  HORZ ORDER  -  FIRST
 AC7165  ELLP ORDER  -  FOURTH    CLASS I
 AC7165
 AC7165.The horizontal coordinates were established by GPS observations
 AC7165.and adjusted by the National Geodetic Survey in February 2000..
 AC7165
 AC7165.The orthometric height was determined by GPS observations and a
 AC7165.high-resolution geoid model.
 AC7165
 AC7165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7165
 AC7165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7165
 AC7165.The ellipsoidal height was determined by GPS observations
 AC7165.and is referenced to NAD 83.
 AC7165
 AC7165.The geoid height was determined by GEOID03.
 AC7165
 AC7165;                    North         East     Units Scale Factor Converg.
 AC7165;SPC MO C     -   165,195.586   435,889.306   MT  0.99998395   -0 26 18.8
 AC7165;UTM  15      - 4,130,381.567   480,212.099   MT  0.99960482   -0 08 07.4
 AC7165
 AC7165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7165!SPC MO C     -   0.99994230  x   0.99998395  =   0.99992625
 AC7165!UTM  15      -   0.99994230  x   0.99960482  =   0.99954714
 AC7165
 AC7165                          SUPERSEDED SURVEY CONTROL
 AC7165
 AC7165  NAD 83(1997)-  37 19 11.55287(N)    093 13 24.00469(W) AD(       ) 1
 AC7165  NAD 83(1986)-  37 19 11.56572(N)    093 13 24.00474(W) AD(       ) 1
 AC7165
 AC7165.Superseded values are not recommended for survey control.
 AC7165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7165.See file dsdata.txt to determine how the superseded data were derived.
 AC7165
 AC7165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8021230382(NAD 83)
 AC7165_MARKER: DD = SURVEY DISK
 AC7165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7165_STAMPING: GR-28 1991
 AC7165_MARK LOGO: MODNR 
 AC7165_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7165+STABILITY: SURFACE MOTION
 AC7165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7165+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7165
 AC7165  HISTORY     - Date     Condition        Report By
 AC7165  HISTORY     - 1991     MONUMENTED       MODNR
 AC7165
 AC7165                          STATION DESCRIPTION
 AC7165
 AC7165'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7165'THE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS
 AC7165'SET IN CONCRETE.  THE SURFACE MARK IS SET IN A 12 INCH DIAMETER
 AC7165'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE STATION IS LOCATED
 AC7165'IN THE SOUTH RIGHT-OF-WAY OF FARM ROAD -66- ON THE NORTH SIDE OF
 AC7165'FELLOWS LAKE IN THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 30
 AC7165'NORTH, RANGE 21 WEST.  THE STATION IS 89.5 FT (27.3 M) WEST OF A
 AC7165'UTILITY BRACE POLE, 9.6 FT (2.9 M) NORTHWEST OF A NAIL AND SHINER IN A
 AC7165'FENCE POST, 9.0 FT (2.7 M) NORTHEAST OF A NAIL AND SHINER IN A FENCE
 AC7165'POST, 33.4 FT (10.2 M) SOUTHWEST OF A NAIL AND SHINER IN A CORNER
 AC7165'FENCE POST, 17.5 FT (5.3 M) SOUTH OF THE ROAD CENTERLINE, AND 7.2 FT
 AC7165'(2.2 M) NORTH OF A CARSONITE WITNESS POST IN A FENCE. THE AZIMUTH MARK
 AC7165'IS A STANDARD DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE
 AC7165'POST FLUSH WITH THE GROUND SURFACE.  THE MARK IS LOCATED ABOUT 0.25 MI
 AC7165'(0.40 KM) WEST OF THE STATION AT A SHARP CURVE IN THE ROAD AND IN THE
 AC7165'NORTH RIGHT-OF-WAY OF FARM ROAD -66-.  THE MARK IS 27.5 FT (8.4 M)
 AC7165'NORTHWEST OF THE ROAD CENTERLINE, 3.0 FT (0.9 M) SOUTH OF A NAIL AND
 AC7165'SHINER IN A WOODEN FENCE POST, 22.4 FT (6.8 M) EAST OF A NAIL AND
 AC7165'SHINER IN A GATE POST, 29.4 FT (9.0 M) NORTHEAST OF THE NORTHERNMOST
 AC7165'POST OF A HIGHWAY WARNING SIGN, AND 3.1 FT (0.9 M) SOUTHEAST OF A
 AC7165'CARSONITE WITNESS POST AT FENCE. TO REACH THE STATION FROM THE
 AC7165'JUNCTION OF HIGHWAYS -A-, -KK- AND -65- WHICH IS 6.6 MI (10.6 KM)
 AC7165'NORTH ON U.S.  HIGHWAY 65 FROM THE HIGHWAY 65 OVERPASS ACROSS
 AC7165'INTERSTATE 44 NORTHEAST OF SPRINGFIELD, GO WEST ON HIGHWAY -KK- FOR
 AC7165'2.0 MI (3.2 KM) TO CROSSROADS WITH GREENE COUNTY FARM ROAD -189-.
 AC7165'TURN LEFT AND GO SOUTH ON ROAD -189- FOR 0.75 MI (1.21 KM) TO
 AC7165'CROSSROAD INTERSECTION WITH FARM ROAD -66-.  TURN RIGHT AND GO WEST ON
 AC7165'ROAD -66- FOR 1.1 MI (1.8 KM) TO THE STATION ON THE LEFT ABOUT 400 FT
 AC7165'(121.9 M) EAST OF THE ENTRANCE TO FELLOWS LAKE. TO REACH THE AZIMUTH
 AC7165'MARK FROM THE STATION, CONTINUE WEST ON FARM ROAD -66- FOR 0.25 MI
 AC7165'(0.40 KM) TO A SHARP CURVE TO THE LEFT AND THE MARK ON RIGHT AS
 AC7165'DESCRIBED.  THE AZIMUTH FROM GR-28 TO GR-28A WAS FOUND TO BE INCORRECT
 AC7165'IN 1993 AND WAS CORRECTED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7174 ***********************************************************************
 AC7174  DESIGNATION -  GR 29
 AC7174  PID         -  AC7174
 AC7174  STATE/COUNTY-  MO/GREENE
 AC7174  USGS QUAD   -  SPRINGFIELD (1975)
 AC7174
 AC7174                         *CURRENT SURVEY CONTROL
 AC7174  ___________________________________________________________________
 AC7174* NAD 83(1997)-  37 14 29.99941(N)    093 20 58.11188(W)     ADJUSTED  
 AC7174* NAVD 88     -       388.3    (meters)    1274.     (feet)  GPS OBS   
 AC7174  ___________________________________________________________________
 AC7174  X           -    -297,043.648 (meters)                     COMP
 AC7174  Y           -  -5,075,408.067 (meters)                     COMP
 AC7174  Z           -   3,838,995.821 (meters)                     COMP
 AC7174  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 AC7174  ELLIP HEIGHT-         359.00  (meters)          (02/17/00) GPS OBS
 AC7174  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 AC7174
 AC7174  HORZ ORDER  -  FIRST
 AC7174  ELLP ORDER  -  FOURTH    CLASS I
 AC7174
 AC7174.The horizontal coordinates were established by GPS observations
 AC7174.and adjusted by the National Geodetic Survey in February 2000..
 AC7174
 AC7174.The orthometric height was determined by GPS observations and a
 AC7174.high-resolution geoid model.
 AC7174
 AC7174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7174
 AC7174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7174
 AC7174.The ellipsoidal height was determined by GPS observations
 AC7174.and is referenced to NAD 83.
 AC7174
 AC7174.The geoid height was determined by GEOID03.
 AC7174
 AC7174;                    North         East     Units Scale Factor Converg.
 AC7174;SPC MO C     -   156,609.058   424,631.017   MT  1.00000328   -0 30 50.8
 AC7174;UTM  15      - 4,121,738.977   469,003.677   MT  0.99961183   -0 12 41.4
 AC7174
 AC7174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7174!SPC MO C     -   0.99994367  x   1.00000328  =   0.99994695
 AC7174!UTM  15      -   0.99994367  x   0.99961183  =   0.99955552
 AC7174
 AC7174                          SUPERSEDED SURVEY CONTROL
 AC7174
 AC7174  NAD 83(1997)-  37 14 29.99955(N)    093 20 58.11182(W) AD(       ) 1
 AC7174  NAD 83(1986)-  37 14 30.01224(N)    093 20 58.11244(W) AD(       ) 1
 AC7174
 AC7174.Superseded values are not recommended for survey control.
 AC7174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7174.See file dsdata.txt to determine how the superseded data were derived.
 AC7174
 AC7174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6900421739(NAD 83)
 AC7174_MARKER: DD = SURVEY DISK
 AC7174_SETTING: 66 = SET IN ROCK OUTCROP
 AC7174_STAMPING: GR-29 1991
 AC7174_MARK LOGO: MODNR 
 AC7174_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7174+STABILITY: POSITION/ELEVATION WELL
 AC7174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7174+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003
 AC7174
 AC7174  HISTORY     - Date     Condition        Report By
 AC7174  HISTORY     - 1991     MONUMENTED       MODNR
 AC7174  HISTORY     - 1999     GOOD             MODNR
 AC7174  HISTORY     - 20030516 GOOD             COMPA
 AC7174
 AC7174                          STATION DESCRIPTION
 AC7174
 AC7174'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7174'THE STATION IS A STANDARD DNR ALUMINUM GRS DISK SET IN A DRILL HOLE IN
 AC7174'A 19 FT (5.8 M) BY 11 FT (3.4 M) LIMESTONE OUTCROP IN THE NORTH
 AC7174'RIGHT-OF-WAY OF WEST KEARNEY 556 FT (169.5 M) WEST OF HIGHWAY 160 WEST
 AC7174'BYPASS IN THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 29 NORTH, RANGE
 AC7174'22 WEST.  THE STATION IS 50 FT (15.2 M) NORTH OF THE CENTERLINE OF
 AC7174'KEARNEY, 17.2 FT (5.2 M) NORTHEAST OF A STEEL LAMP POLE, 72.2 FT (22.0
 AC7174'M) SOUTHEAST OF A NAIL AND SHINER IN A SIGN BOARD POST, 110.4 FT (33.6
 AC7174'M) WEST OF A NAIL AND SHINER IN A UTILITY POLE, AND 5.9 FT (1.8 M)
 AC7174'SOUTH OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS A STANDARD DNR
 AC7174'ALUMINUM GRS DISK SET IN A DRILL HOLE IN A 2 FT (0.6 M) BY 1 FT (0.3
 AC7174'M) SANDSTONE OUTCROP FLUSH WITH THE GROUND SURFACE, AND IS LOCATED IN
 AC7174'THE SOUTH RIGHT-OF-WAY OF WEST KEARNEY ABOUT 0.3 MI (0.5 KM) WEST OF
 AC7174'THE STATION.  THE MARK IS 52.0 FT (15.8 M) SOUTHWEST OF THE SOUTH RAIL
 AC7174'OF THE RAILROAD TRACK, 96.4 FT (29.4 M) SOUTHWEST OF THE SOUTHWEST
 AC7174'CORNER OF THE CONCRETE BASE OF A SWITCH BOX, 58.4 FT (17.8 M) SOUTH OF
 AC7174'THE CENTERLINE OF THE EASTBOUND LANE OF WEST KEARNEY, 95.0 FT (29.0 M)
 AC7174'EAST OF A RAILROAD CROSSING LIGHT, 79.8 FT (24.3 M) NORTHEAST OF A
 AC7174'NAIL AND SHINER IN A UTILITY POLE, AND 31.5 FT (9.6 M) EAST OF THE
 AC7174'PROJECTED CENTERLINE OF NORTH RURAL AVENUE. TO REACH THE STATION FROM
 AC7174'THE INTERSECTION OF WEST KEARNEY (MISSOURI ROUTE 744) AND WEST BYPASS
 AC7174'(U.S.  HIGHWAY 160) , GO WEST ON KEARNEY FOR 0.1 MI (0.2 KM) TO THE
 AC7174'STATION ON THE RIGHT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AC7174'STATION, CONTINUE WEST ON KEARNEY FOR 0.3 MI (0.5 KM) TO RAILROAD
 AC7174'TRACKS AND THE MARK ON THE LEFT. DATE OF REPORT 08-23-1996
 AC7174
 AC7174                          STATION RECOVERY (1999)
 AC7174
 AC7174'RECOVERY NOTE BY MO DEPT OF NAT RES 1999 (BDC)
 AC7174'BECAUSE OF AN IMPENDING RAILROAD ABANDOMENT, A FIELD SEARCH FOR
 AC7174'THE MONUMENTS ALONG THE BURLINGTON NORTHERN AND SANTA FE (BNSF)
 AC7174'RAILROAD IN THE PROJECT AREA WAS MADE.  THE MARK WAS
 AC7174'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AC7174
 AC7174                          STATION RECOVERY (2003)
 AC7174
 AC7174'RECOVERY NOTE BY COMPASSCOM INC 2003 (JAA)
 AC7174'NGS MARKER AC7174
 AC7174'MARKER IN GOOD CONDITION 05-16-2003
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7175 ***********************************************************************
 AC7175  DESIGNATION -  GR 30
 AC7175  PID         -  AC7175
 AC7175  STATE/COUNTY-  MO/GREENE
 AC7175  USGS QUAD   -  EBENEZER (1975)
 AC7175
 AC7175                         *CURRENT SURVEY CONTROL
 AC7175  ___________________________________________________________________
 AC7175* NAD 83(1997)-  37 15 51.39332(N)    093 21 13.93299(W)     ADJUSTED  
 AC7175* NAVD 88     -       379.5    (meters)    1245.     (feet)  GPS OBS   
 AC7175  ___________________________________________________________________
 AC7175  X           -    -297,343.667 (meters)                     COMP
 AC7175  Y           -  -5,073,861.809 (meters)                     COMP
 AC7175  Z           -   3,840,987.856 (meters)                     COMP
 AC7175  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AC7175  ELLIP HEIGHT-         350.14  (meters)          (02/17/00) GPS OBS
 AC7175  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AC7175
 AC7175  HORZ ORDER  -  FIRST
 AC7175  ELLP ORDER  -  FOURTH    CLASS I
 AC7175
 AC7175.The horizontal coordinates were established by GPS observations
 AC7175.and adjusted by the National Geodetic Survey in February 2000..
 AC7175
 AC7175.The orthometric height was determined by GPS observations and a
 AC7175.high-resolution geoid model.
 AC7175
 AC7175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7175
 AC7175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7175
 AC7175.The ellipsoidal height was determined by GPS observations
 AC7175.and is referenced to NAD 83.
 AC7175
 AC7175.The geoid height was determined by GEOID03.
 AC7175
 AC7175;                    North         East     Units Scale Factor Converg.
 AC7175;SPC MO C     -   159,121.722   424,263.726   MT  1.00000397   -0 31 01.3
 AC7175;UTM  15      - 4,124,248.682   468,623.266   MT  0.99961213   -0 12 51.4
 AC7175
 AC7175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7175!SPC MO C     -   0.99994506  x   1.00000397  =   0.99994903
 AC7175!UTM  15      -   0.99994506  x   0.99961213  =   0.99955721
 AC7175
 AC7175                          SUPERSEDED SURVEY CONTROL
 AC7175
 AC7175  NAD 83(1997)-  37 15 51.39347(N)    093 21 13.93294(W) AD(       ) 1
 AC7175  NAD 83(1986)-  37 15 51.40614(N)    093 21 13.93350(W) AD(       ) 1
 AC7175
 AC7175.Superseded values are not recommended for survey control.
 AC7175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7175.See file dsdata.txt to determine how the superseded data were derived.
 AC7175
 AC7175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6862324249(NAD 83)
 AC7175_MARKER: DD = SURVEY DISK
 AC7175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7175_STAMPING: GR-30 1991
 AC7175_MARK LOGO: MODNR 
 AC7175_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7175+STABILITY: SURFACE MOTION
 AC7175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7175+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7175
 AC7175  HISTORY     - Date     Condition        Report By
 AC7175  HISTORY     - 1991     MONUMENTED       MODNR
 AC7175
 AC7175                          STATION DESCRIPTION
 AC7175
 AC7175'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7175'THE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS
 AC7175'SET IN CONCRETE.  THE SURFACE MARK IS SET IN A 12 INCH DIAMETER
 AC7175'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE STATION IS LOCATED
 AC7175'IN THE NORTH RIGHT-OF-WAY OF FARM ROAD -102- IN THE NORTHEAST QUARTER
 AC7175'OF SECTION 5, TOWNSHIP 39 NORTH, RANGE 22 WEST.  THE STATION IS 20 FT
 AC7175'(6.1 M) NORTH OF THE ROAD CENTERLINE, 2.1 FT (0.6 M) SOUTHEAST OF A
 AC7175'NAIL AND SHINER IN A CORNER FENCE POST, 154.5 FT (47.1 M) EAST OF THE
 AC7175'EASTERNMOST DRIVEWAY TO A BRICK HOME, 39.1 FT (11.9 M) NORTHEAST OF A
 AC7175'NAIL AND SHINER IN A UTILITY POLE, AND 1.6 FT (0.5 M) SOUTH OF A
 AC7175'CARSONITE WITNESS POST. THE AZIMUTH MARK IS A STANDARD DNR ALUMINUM
 AC7175'GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AC7175'SURFACE AND IS LOCATED ABOUT 0.3 MI (0.5 KM) WEST OF THE STATION IN
 AC7175'THE SOUTH RIGHT-OF-WAY OF FARM ROAD -102-.  THE MARK IS 20 FT (6.1 M)
 AC7175'SOUTH OF THE ROAD CENTERLINE, 51.0 FT (15.5 M) SOUTHWEST OF A NAIL AND
 AC7175'SHINER IN A FENCE POST, 2.4 FT (0.7 M) NORTH OF THE RIGHT-OF-WAY
 AC7175'FENCE, 2.8 FT (0.9 M) NORTHEAST OF A STEEL CORNER POST, 14 FT (4.3 M)
 AC7175'EAST OF A PRIVATE DRIVE, 28.4 FT (8.7 M) EAST OF A NAIL AND SHINER IN
 AC7175'A CORNER FENCE POST, AND 2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 AC7175'POST. TO REACH THE STATION FROM THE INTERSECTION OF NORTON STREET AND
 AC7175'THE NORTH OUTER ROAD AT THE INTERSTATE 44 AND U.S.  HIGHWAY 13
 AC7175'INTERCHANGE IN THE NORTHWEST PART OF SPRINGFIELD, GO WEST ON THE NORTH
 AC7175'OUTER ROAD (NORTON STREET) 1.24 MI (2.00 KM) TO THE INTERSECTION WITH
 AC7175'FARM ROAD -127-.  TURN RIGHT AND GO NORTHWEST ON ROAD -127- FOR 1.42
 AC7175'MI (2.29 KM) TO Y-INTERSECTION WITH FARM ROAD -102-.  TURN LEFT ONTO
 AC7175'ROAD -102- FOR 0.26 MI (0.42 KM) TO THE STATION ON THE RIGHT AS
 AC7175'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST
 AC7175'ON ROAD -102- FOR 0.33 MI (0.53 KM) TO A DRIVEWAY ON THE LEFT AND THE
 AC7175'MARK AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7177 ***********************************************************************
 AC7177  DESIGNATION -  GR 31
 AC7177  PID         -  AC7177
 AC7177  STATE/COUNTY-  MO/GREENE
 AC7177  USGS QUAD   -  EBENEZER (1975)
 AC7177
 AC7177                         *CURRENT SURVEY CONTROL
 AC7177  ___________________________________________________________________
 AC7177* NAD 83(1997)-  37 18 10.66239(N)    093 21 00.14826(W)     ADJUSTED  
 AC7177* NAVD 88     -       361.1    (meters)    1185.     (feet)  GPS OBS   
 AC7177  ___________________________________________________________________
 AC7177  X           -    -296,851.729 (meters)                     COMP
 AC7177  Y           -  -5,071,270.471 (meters)                     COMP
 AC7177  Z           -   3,844,392.925 (meters)                     COMP
 AC7177  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 AC7177  ELLIP HEIGHT-         331.65  (meters)          (02/17/00) GPS OBS
 AC7177  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AC7177
 AC7177  HORZ ORDER  -  FIRST
 AC7177  ELLP ORDER  -  FOURTH    CLASS I
 AC7177
 AC7177.The horizontal coordinates were established by GPS observations
 AC7177.and adjusted by the National Geodetic Survey in February 2000..
 AC7177
 AC7177.The orthometric height was determined by GPS observations and a
 AC7177.high-resolution geoid model.
 AC7177
 AC7177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7177
 AC7177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7177
 AC7177.The ellipsoidal height was determined by GPS observations
 AC7177.and is referenced to NAD 83.
 AC7177
 AC7177.The geoid height was determined by GEOID03.
 AC7177
 AC7177;                    North         East     Units Scale Factor Converg.
 AC7177;SPC MO C     -   163,411.975   424,641.951   MT  1.00000326   -0 30 54.6
 AC7177;UTM  15      - 4,128,539.194   468,978.665   MT  0.99961185   -0 12 43.7
 AC7177
 AC7177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7177!SPC MO C     -   0.99994796  x   1.00000326  =   0.99995122
 AC7177!UTM  15      -   0.99994796  x   0.99961185  =   0.99955983
 AC7177
 AC7177                          SUPERSEDED SURVEY CONTROL
 AC7177
 AC7177  NAD 83(1997)-  37 18 10.66255(N)    093 21 00.14820(W) AD(       ) 1
 AC7177  NAD 83(1986)-  37 18 10.67530(N)    093 21 00.14861(W) AD(       ) 1
 AC7177
 AC7177.Superseded values are not recommended for survey control.
 AC7177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7177.See file dsdata.txt to determine how the superseded data were derived.
 AC7177
 AC7177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6897928539(NAD 83)
 AC7177_MARKER: DD = SURVEY DISK
 AC7177_SETTING: 66 = SET IN ROCK OUTCROP
 AC7177_STAMPING: GR-31 1991
 AC7177_MARK LOGO: MODNR 
 AC7177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7177+STABILITY: POSITION/ELEVATION WELL
 AC7177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7177+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7177
 AC7177  HISTORY     - Date     Condition        Report By
 AC7177  HISTORY     - 1991     MONUMENTED       MODNR
 AC7177
 AC7177                          STATION DESCRIPTION
 AC7177
 AC7177'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7177'THE STATION IS A STANDARD DNR ALUMINUM GRS DISK SET IN A DRILL HOLE IN
 AC7177'A LIMESTONE OUTCROP IN THE EAST RIGHT-OF-WAY OF FARM ROAD -129- IN THE
 AC7177'NORTHWEST QUARTER OF SECTION 27, TOWNSHIP 30 NORTH, RANGE 22 WEST.
 AC7177'THE STATION IS 21.0 FT (6.4 M) EAST OF THE CENTERLINE OF ROAD -129-,
 AC7177'21.5 FT (6.6 M) SOUTHWEST OF A PRIVATE DRIVE CENTERLINE, 50.2 FT (15.3
 AC7177'M) SOUTH OF A NAIL AND SHINER IN A CORNER FENCE POST, 18.2 FT (5.5 M)
 AC7177'SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT, 44.9 FT (13.7 M)
 AC7177'EAST OF A NAIL AND SHINER IN A GATE POST, AND 93.4 FT (28.5 M)
 AC7177'NORTHEAST OF A NAIL AND SHINER IN A WOODEN FENCE POST. THE AZIMUTH
 AC7177'MARK IS A STANDARD DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7177'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE MARK IS LOCATED
 AC7177'ABOUT 0.4 MI (0.6 KM) NORTH OF THE STATION IN THE EAST RIGHT-OF-WAY OF
 AC7177'FARM ROAD -129-, 294 FT (89.6 M) SOUTH OF THE CENTERLINE OF THE
 AC7177'INTERSECTION WITH FARM ROAD -72-.  THE MARK IS 19.4 FT (5.9 M) EAST OF
 AC7177'THE CENTERLINE OF ROAD -129-, 4.8 FT (1.5 M) SOUTH OF A NAIL AND
 AC7177'SHINER IN A UTILITY POLE, 3.8 FT (1.2 M) NORTH OF A NAIL AND SHINER IN
 AC7177'A CORNER FENCE POST, 44.3 FT (13.5 M) NORTHEAST OF A NAIL AND SHINER
 AC7177'IN A 12 INCH POST OAK TREE, AND 1.8 FT (0.5 M) SOUTHWEST OF A
 AC7177'CARSONITE WITNESS POST. TO REACH THE STATION FROM THE INTERSECTION OF
 AC7177'MISSOURI ROUTES -13- AND -O- WHICH IS ABOUT 4.5 MI (7.2 KM) NORTH OF
 AC7177'THE HIGHWAY -13- AND INTERSTATE 44 INTERCHANGE IN THE NORTHWEST PART
 AC7177'OF SPRINGFIELD, GO WEST ON ROUTE -O- FOR 1.0 MI (1.6 KM) TO CROSSROAD
 AC7177'WITH FARM ROAD -129-.  TURN LEFT AND GO SOUTH ON ROAD -129- FOR 0.6 MI
 AC7177'(1.0 KM) TO THE STATION ON THE LEFT AT THE NORTHERNMOST DRIVEWAY TO A
 AC7177'TWO STORY BRICK AND FRAME HOME LOCATED ON TOP OF THE HILL. TO REACH
 AC7177'THE AZIMUTH MARK FROM THE STATION, RETURN NORTH ON ROAD -129- FOR 0.4
 AC7177'MI (0.6 KM) TO THE MARK ON THE RIGHT AS DESCRIBED. DATE OF REPORT
 AC7177'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7178 ***********************************************************************
 AC7178  DESIGNATION -  GR 32
 AC7178  PID         -  AC7178
 AC7178  STATE/COUNTY-  MO/GREENE
 AC7178  USGS QUAD   -  WILLARD (1975)
 AC7178
 AC7178                         *CURRENT SURVEY CONTROL
 AC7178  ___________________________________________________________________
 AC7178* NAD 83(1997)-  37 18 33.65019(N)    093 22 55.18546(W)     ADJUSTED  
 AC7178* NAVD 88     -       324.5    (meters)    1065.     (feet)  GPS OBS   
 AC7178  ___________________________________________________________________
 AC7178  X           -    -299,652.951 (meters)                     COMP
 AC7178  Y           -  -5,070,646.195 (meters)                     COMP
 AC7178  Z           -   3,844,934.403 (meters)                     COMP
 AC7178  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 AC7178  ELLIP HEIGHT-         294.95  (meters)          (02/17/00) GPS OBS
 AC7178  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 AC7178
 AC7178  HORZ ORDER  -  FIRST
 AC7178  ELLP ORDER  -  FOURTH    CLASS I
 AC7178
 AC7178.The horizontal coordinates were established by GPS observations
 AC7178.and adjusted by the National Geodetic Survey in February 2000..
 AC7178
 AC7178.The orthometric height was determined by GPS observations and a
 AC7178.high-resolution geoid model.
 AC7178
 AC7178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7178
 AC7178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7178
 AC7178.The ellipsoidal height was determined by GPS observations
 AC7178.and is referenced to NAD 83.
 AC7178
 AC7178.The geoid height was determined by GEOID03.
 AC7178
 AC7178;                    North         East     Units Scale Factor Converg.
 AC7178;SPC MO C     -   164,146.586   421,815.642   MT  1.00000861   -0 32 04.6
 AC7178;UTM  15      - 4,129,258.563   466,149.622   MT  0.99961411   -0 13 53.5
 AC7178
 AC7178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7178!SPC MO C     -   0.99995372  x   1.00000861  =   0.99996233
 AC7178!UTM  15      -   0.99995372  x   0.99961411  =   0.99956784
 AC7178
 AC7178                          SUPERSEDED SURVEY CONTROL
 AC7178
 AC7178  NAD 83(1997)-  37 18 33.65034(N)    093 22 55.18541(W) AD(       ) 1
 AC7178  NAD 83(1986)-  37 18 33.66307(N)    093 22 55.18590(W) AD(       ) 1
 AC7178
 AC7178.Superseded values are not recommended for survey control.
 AC7178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7178.See file dsdata.txt to determine how the superseded data were derived.
 AC7178
 AC7178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6615029259(NAD 83)
 AC7178_MARKER: DD = SURVEY DISK
 AC7178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7178_STAMPING: GR-32 1991
 AC7178_MARK LOGO: MODNR 
 AC7178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7178+STABILITY: SURFACE MOTION
 AC7178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7178+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2001
 AC7178
 AC7178  HISTORY     - Date     Condition        Report By
 AC7178  HISTORY     - 1991     MONUMENTED       MODNR
 AC7178  HISTORY     - 20010220 GOOD             SKW
 AC7178
 AC7178                          STATION DESCRIPTION
 AC7178
 AC7178'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7178'THE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS
 AC7178'SET IN CONCRETE.  THE SURFACE MARK IS IN A 12 INCH DIAMETER CONCRETE
 AC7178'POST FLUSH WITH THE GROUND SURFACE.  THE STATION IS LOCATED IN THE
 AC7178'NORTH RIGHT-OF-WAY OF MISSOURI ROUTE -O- IN THE SOUTHWEST QUARTER OF
 AC7178'SECTION 20, TOWNSHIP 30 NORTH, RANGE 22 WEST.  THE STATION IS 42 FT
 AC7178'(12.8 M) NORTHWEST OF THE HIGHWAY CENTERLINE, 26 FT (7.9 M) WEST OF A
 AC7178'PRIVATE DRIVE, 11.2 FT (3.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AC7178'ROCK WALL, 4.2 FT (1.3 M) SOUTH OF THE RIGHT-OF-WAY FENCE, 41.1 FT
 AC7178'(12.5 M) WEST OF A NAIL AND SHINER IN A POWER POLE, 53.3 FT (16.2 M)
 AC7178'NORTHWEST OF A NAIL AND SHINER IN A MAILBOX POST, AND 3.2 FT (1.0 M)
 AC7178'SOUTH OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS A STANDARD DNR
 AC7178'ALUMINUM GRS DISK SET IN A DRILL HOLE IN A LIMESTONE OUTCROP AND IS
 AC7178'LOCATED ABOUT 0.5 MI (0.8 KM) WEST OF THE STATION IN THE SOUTH
 AC7178'RIGHT-OF-WAY OF HIGHWAY -O-.  THE MARK IS 24.5 FT (7.5 M) SOUTHEAST OF
 AC7178'THE HIGHWAY CENTERLINE, 112 FT (34.1 M) WEST OF A PRIVATE DRIVE
 AC7178'CENTERLINE, 100.4 FT (30.6 M) WEST OF A NAIL AND SHINER IN A GATE
 AC7178'POST, 37.1 FT (11.3 M) NORTHWEST OF A NAIL AND SHINER IN A CEDAR POST,
 AC7178'61.8 FT (18.8 M) SOUTH OF A NAIL AND SHINER IN A FENCE POST, AND 13.6
 AC7178'FT (4.1 M) NORTH OF A CARSONITE WITNESS POST. TO REACH THE STATION
 AC7178'FROM THE JUNCTION OF MISSOURI ROUTES -O- AND -Z- IN WILLARD, GO EAST
 AC7178'ON ROUTE -O- FOR 2.7 MI (4.3 KM) TO A CURVE TO THE RIGHT ABOUT 0.1 MI
 AC7178'(0.2 KM) EAST OF THE LITTLE SAC RIVER AND THE STATION ON THE LEFT AS
 AC7178'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN WEST ON
 AC7178'ROUTE -O- FOR 0.47 MI (0.76 KM) TO A CURVE TO THE RIGHT AND A ROCK
 AC7178'LEDGE AND THE AZIMUTH MARK ON THE LEFT. DATE OF REPORT 08-23-1996
 AC7178
 AC7178                          STATION RECOVERY (2001)
 AC7178
 AC7178'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 AC7178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7179 ***********************************************************************
 AC7179  DESIGNATION -  GR 33
 AC7179  PID         -  AC7179
 AC7179  STATE/COUNTY-  MO/GREENE
 AC7179  USGS QUAD   -  WILLARD (1975)
 AC7179
 AC7179                         *CURRENT SURVEY CONTROL
 AC7179  ___________________________________________________________________
 AC7179* NAD 83(1997)-  37 18 23.99941(N)    093 25 20.10165(W)     ADJUSTED  
 AC7179* NAVD 88     -       381.6    (meters)    1252.     (feet)  GPS OBS   
 AC7179  ___________________________________________________________________
 AC7179  X           -    -303,228.855 (meters)                     COMP
 AC7179  Y           -  -5,070,659.782 (meters)                     COMP
 AC7179  Z           -   3,844,732.366 (meters)                     COMP
 AC7179  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 AC7179  ELLIP HEIGHT-         352.07  (meters)          (02/17/00) GPS OBS
 AC7179  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 AC7179
 AC7179  HORZ ORDER  -  FIRST
 AC7179  ELLP ORDER  -  FOURTH    CLASS I
 AC7179
 AC7179.The horizontal coordinates were established by GPS observations
 AC7179.and adjusted by the National Geodetic Survey in February 2000..
 AC7179
 AC7179.The orthometric height was determined by GPS observations and a
 AC7179.high-resolution geoid model.
 AC7179
 AC7179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7179
 AC7179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7179
 AC7179.The ellipsoidal height was determined by GPS observations
 AC7179.and is referenced to NAD 83.
 AC7179
 AC7179.The geoid height was determined by GEOID03.
 AC7179
 AC7179;                    North         East     Units Scale Factor Converg.
 AC7179;SPC MO C     -   163,883.132   418,244.306   MT  1.00001564   -0 33 32.4
 AC7179;UTM  15      - 4,128,976.333   462,581.146   MT  0.99961725   -0 15 21.3
 AC7179
 AC7179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7179!SPC MO C     -   0.99994475  x   1.00001564  =   0.99996039
 AC7179!UTM  15      -   0.99994475  x   0.99961725  =   0.99956203
 AC7179
 AC7179                          SUPERSEDED SURVEY CONTROL
 AC7179
 AC7179  NAD 83(1997)-  37 18 23.99956(N)    093 25 20.10160(W) AD(       ) 1
 AC7179  NAD 83(1986)-  37 18 24.01232(N)    093 25 20.10232(W) AD(       ) 1
 AC7179
 AC7179.Superseded values are not recommended for survey control.
 AC7179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7179.See file dsdata.txt to determine how the superseded data were derived.
 AC7179
 AC7179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6258128976(NAD 83)
 AC7179_MARKER: DD = SURVEY DISK
 AC7179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7179_STAMPING: GR-33 1991
 AC7179_MARK LOGO: MODNR 
 AC7179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7179+STABILITY: SURFACE MOTION
 AC7179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7179+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2001
 AC7179
 AC7179  HISTORY     - Date     Condition        Report By
 AC7179  HISTORY     - 1991     MONUMENTED       MODNR
 AC7179  HISTORY     - 20010220 GOOD             SKW
 AC7179
 AC7179                          STATION DESCRIPTION
 AC7179
 AC7179'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7179'THE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS
 AC7179'SET IN CONCRETE.  THE SURFACE DISK IS IN A 12 INCH DIAMETER CONCRETE
 AC7179'POST FLUSH WITH THE GROUND SURFACE.  THE STATION IS LOCATED IN THE
 AC7179'NORTH RIGHT-OF-WAY OF MISSOURI HIGHWAY -O- IN THE EAST EDGE OF WILLARD
 AC7179'IN THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 30 NORTH, RANGE 23
 AC7179'WEST.  THE STATION IS ON A PROJECTION OF THE CENTER LINE OF A DRIVEWAY
 AC7179'TO HOUSE NO.  460 ON THE SOUTH SIDE OF THE HIGHWAY.  IT IS 27.8 FT
 AC7179'(8.5 M) NORTH OF THE HIGHWAY CENTERLINE, 81.3 FT (24.8 M) NORTH WEST
 AC7179'OF A NAIL AND SHINER IN A UTILITY POLE WITH A TRANSFORMER, 129.7 FT
 AC7179'(39.5 M) EAST OF A NAIL AND SHINER IN A UTILITY POLE, AND 8.7 FT (2.7
 AC7179'M) SOUTH OF A CARSONITE WITNESS POST AT FENCE. THE AZIMUTH MARK IS A
 AC7179'STANDARD DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST
 AC7179'FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.3 MI (0.5 KM)
 AC7179'WEST OF THE STATION IN THE WEST RIGHT-OF-WAY OF HIGHWAY -O- AT A SHARP
 AC7179'CURVE IN THE EAST PART OF WILLARD.  THE MARK IS 46.0 FT (14.0 M)
 AC7179'NORTHWEST OF THE HIGHWAY CENTERLINE, 34.0 FT (10.4 M) WEST OF THE
 AC7179'CENTERLINE OF A PRIVATE DRIVE, 4.9 FT (1.5 M) EAST OF A NAIL AND
 AC7179'SHINER IN A HEDGE POST IN THE RIGHT-OF-WAY FENCE, 8.8 FT (2.7 M)
 AC7179'SOUTHEAST OF A NAIL AND SHINER IN A UTILITY POLE, 52.4 FT (16.0 M)
 AC7179'SOUTHWEST OF A FIRE HYDRANT, 69.3 FT (21.1 M) NORTH OF A NAIL AND
 AC7179'SHINER IN A UTILITY POLE, AND 4.5 FT (1.4 M) EAST OF A CARSONITE
 AC7179'WITNESS POST. TO REACH THE STATION FROM THE JUNCTION OF MISSOURI
 AC7179'ROUTES -O- AND -Z- IN WILLARD, GO EAST ON ROUTE -O- FOR 0.5 MI (0.8
 AC7179'KM) TO THE STATION ON THE LEFT. TO REACH THE AZIMUTH MARK FROM THE
 AC7179'STATION, RETURN WEST ON ROUTE -O- FOR 0.34 MI (0.55 KM) TO A CURVE TO
 AC7179'THE LEFT AND THE MARK ON THE RIGHT. DATE OF REPORT 08-23-1996
 AC7179
 AC7179                          STATION RECOVERY (2001)
 AC7179
 AC7179'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 AC7179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7170 ***********************************************************************
 AC7170  DESIGNATION -  GR 34
 AC7170  PID         -  AC7170
 AC7170  STATE/COUNTY-  MO/GREENE
 AC7170  USGS QUAD   -  EBENEZER (1975)
 AC7170
 AC7170                         *CURRENT SURVEY CONTROL
 AC7170  ___________________________________________________________________
 AC7170* NAD 83(1997)-  37 20 00.18138(N)    093 19 49.95307(W)     ADJUSTED  
 AC7170* NAVD 88     -       373.3    (meters)    1225.     (feet)  GPS OBS   
 AC7170  ___________________________________________________________________
 AC7170  X           -    -295,007.517 (meters)                     COMP
 AC7170  Y           -  -5,069,337.315 (meters)                     COMP
 AC7170  Z           -   3,847,085.564 (meters)                     COMP
 AC7170  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 AC7170  ELLIP HEIGHT-         343.79  (meters)          (02/17/00) GPS OBS
 AC7170  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AC7170
 AC7170  HORZ ORDER  -  FIRST
 AC7170  ELLP ORDER  -  FOURTH    CLASS I
 AC7170
 AC7170.The horizontal coordinates were established by GPS observations
 AC7170.and adjusted by the National Geodetic Survey in February 2000..
 AC7170
 AC7170.The orthometric height was determined by GPS observations and a
 AC7170.high-resolution geoid model.
 AC7170
 AC7170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7170
 AC7170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7170
 AC7170.The ellipsoidal height was determined by GPS observations
 AC7170.and is referenced to NAD 83.
 AC7170
 AC7170.The geoid height was determined by GEOID03.
 AC7170
 AC7170;                    North         East     Units Scale Factor Converg.
 AC7170;SPC MO C     -   166,772.817   426,400.256   MT  1.00000004   -0 30 13.3
 AC7170;UTM  15      - 4,131,907.976   470,718.484   MT  0.99961056   -0 12 01.7
 AC7170
 AC7170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7170!SPC MO C     -   0.99994605  x   1.00000004  =   0.99994609
 AC7170!UTM  15      -   0.99994605  x   0.99961056  =   0.99955663
 AC7170
 AC7170                          SUPERSEDED SURVEY CONTROL
 AC7170
 AC7170  NAD 83(1997)-  37 20 00.18153(N)    093 19 49.95301(W) AD(       ) 1
 AC7170  NAD 83(1986)-  37 20 00.19435(N)    093 19 49.95324(W) AD(       ) 1
 AC7170
 AC7170.Superseded values are not recommended for survey control.
 AC7170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7170.See file dsdata.txt to determine how the superseded data were derived.
 AC7170
 AC7170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7071831908(NAD 83)
 AC7170_MARKER: DD = SURVEY DISK
 AC7170_SETTING: 66 = SET IN ROCK OUTCROP
 AC7170_STAMPING: GR-34 1991
 AC7170_MARK LOGO: MODNR 
 AC7170_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7170+STABILITY: POSITION/ELEVATION WELL
 AC7170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7170+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7170
 AC7170  HISTORY     - Date     Condition        Report By
 AC7170  HISTORY     - 1991     MONUMENTED       MODNR
 AC7170
 AC7170                          STATION DESCRIPTION
 AC7170
 AC7170'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7170'THE STATION IS A STANDARD DNR ALUMINUM GRS DISK SET IN A DRILL HOLE IN
 AC7170'A LIMESTONE OUTCROP AND IS LOCATED SOUTHWEST OF THE INTERSECTION OF
 AC7170'HIGHWAYS -WW- AND -13- IN THE NORTHWEST QUARTER OF SECTION 14,
 AC7170'TOWNSHIP 30 NORTH, RANGE 22 WEST.  THE STATION IS 78.5 FT (23.9 M)
 AC7170'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY -13-, 74.5 FT
 AC7170'(22.7 M) SOUTH OF THE CENTERLINE OF FARM ROAD -60-, 52.9 FT (16.1 M)
 AC7170'SOUTH OF A CROSS ON THE CONCRETE CURB AND 55.8 FT (17.0 M)
 AC7170'WEST-SOUTHWEST OF ANOTHER CROSS ON THE CURB. THE AZIMUTH MARK IS A
 AC7170'STANDARD DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST
 AC7170'FLUSH WITH THE GROUND SURFACE.  THE MARK IS LOCATED ABOUT 0.3 MI (0.5
 AC7170'KM) NORTH OF THE STATION IN THE WEST RIGHT-OF-WAY OF OLD HIGHWAY 13.
 AC7170'THE MARK IS 36.6 FT (11.2 M) WEST OF THE CENTERLINE, 2.5 FT (0.8 M)
 AC7170'EAST OF THE RIGHT-OF-WAY FENCE, 12.1 FT (3.7 M) NORTH OF A FENCE
 AC7170'CORNER HEDGE POST, AND 145 FT (44.2 M) NORTH OF THE CENTERLINE OF A
 AC7170'PRIVATE DRIVE TO A BRICK HOME. TO REACH THE STATION FROM THE HIGHWAY
 AC7170'13 OVERPASS ACROSS INTERSTATE 44 IN NORTHWEST, SPRINGFIELD, GO NORTH
 AC7170'ON HIGHWAY -13- FOR 6 MI (9.7 KM) TO THE INTERSECTION WITH ROUTE -WW-
 AC7170'AND FARM ROAD -60- AND THE STATION AS DESCRIBED. TO REACH THE AZIMUTH
 AC7170'MARK FROM THE STATION, GO WEST ON FARM ROAD -60- ABOUT 100 FT (30.5 M)
 AC7170'TO OLD HIGHWAY 13.  TURN RIGHT AND GO NORTH ON OLD HIGHWAY 13 FOR 0.35
 AC7170'MI (0.56 KM) TO THE MARK ON THE LEFT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7163 ***********************************************************************
 AC7163  DESIGNATION -  GR 35
 AC7163  PID         -  AC7163
 AC7163  STATE/COUNTY-  MO/GREENE
 AC7163  USGS QUAD   -  BASSVILLE (1970)
 AC7163
 AC7163                         *CURRENT SURVEY CONTROL
 AC7163  ___________________________________________________________________
 AC7163* NAD 83(1997)-  37 17 16.66890(N)    093 11 11.53980(W)     ADJUSTED  
 AC7163* NAVD 88     -       415.9    (meters)    1364.     (feet)  GPS OBS   
 AC7163  ___________________________________________________________________
 AC7163  X           -    -282,437.389 (meters)                     COMP
 AC7163  Y           -  -5,073,147.748 (meters)                     COMP
 AC7163  Z           -   3,843,102.023 (meters)                     COMP
 AC7163  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 AC7163  ELLIP HEIGHT-         386.70  (meters)          (02/17/00) GPS OBS
 AC7163  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AC7163
 AC7163  HORZ ORDER  -  FIRST
 AC7163  ELLP ORDER  -  FOURTH    CLASS I
 AC7163
 AC7163.The horizontal coordinates were established by GPS observations
 AC7163.and adjusted by the National Geodetic Survey in February 2000..
 AC7163
 AC7163.The orthometric height was determined by GPS observations and a
 AC7163.high-resolution geoid model.
 AC7163
 AC7163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7163
 AC7163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7163
 AC7163.The ellipsoidal height was determined by GPS observations
 AC7163.and is referenced to NAD 83.
 AC7163
 AC7163.The geoid height was determined by GEOID03.
 AC7163
 AC7163;                    North         East     Units Scale Factor Converg.
 AC7163;SPC MO C     -   161,629.707   439,124.922   MT  0.99997897   -0 24 57.4
 AC7163;UTM  15      - 4,126,834.191   483,465.301   MT  0.99960337   -0 06 46.8
 AC7163
 AC7163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7163!SPC MO C     -   0.99993932  x   0.99997897  =   0.99991829
 AC7163!UTM  15      -   0.99993932  x   0.99960337  =   0.99954271
 AC7163
 AC7163                          SUPERSEDED SURVEY CONTROL
 AC7163
 AC7163  NAD 83(1997)-  37 17 16.66909(N)    093 11 11.53972(W) AD(       ) 1
 AC7163  NAD 83(1986)-  37 17 16.68191(N)    093 11 11.53984(W) AD(       ) 1
 AC7163
 AC7163.Superseded values are not recommended for survey control.
 AC7163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7163.See file dsdata.txt to determine how the superseded data were derived.
 AC7163
 AC7163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8346526834(NAD 83)
 AC7163_MARKER: DD = SURVEY DISK
 AC7163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7163_STAMPING: GR-35 1991
 AC7163_MARK LOGO: MODNR 
 AC7163_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7163+STABILITY: SURFACE MOTION
 AC7163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7163+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 AC7163
 AC7163  HISTORY     - Date     Condition        Report By
 AC7163  HISTORY     - 1991     MONUMENTED       MODNR
 AC7163  HISTORY     - 20060828 GOOD             GEOCAC
 AC7163
 AC7163                          STATION DESCRIPTION
 AC7163
 AC7163'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7163'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS
 AC7163'SET IN CONCRETE.  THE SURFACE STATION MARK IS SET IN A 12 INCH
 AC7163'DIAMETER POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED ON THE
 AC7163'SOUTHEAST SIDE OF HIGHWAY 65 AND WEST OF COUNTY ROAD -197- IN THE
 AC7163'SOUTHEAST QUARTER OF SECTION 25, T30N, R21W.  THE STATION IS 100 FT
 AC7163'(30.5 M) WEST OF THE CENTER OF FARM ROAD -197-, 75.7 FT (23.1 M) SOUTH
 AC7163'OF THE CENTER OF HIGHWAY -65-, 82.7 FT (25.2 M) SOUTHWEST OF THE
 AC7163'SOUTHWEST CORNER OF THE CONCRETE GUARDRAIL ON THE OVERPASS BRIDGE, 72
 AC7163'FT (21.9 M) EAST OF THE END STEEL GUARDRAIL POST, 56.0 FT (17.1 M)
 AC7163'NORTHEAST OF A STEEL RIGHT-OF-WAY POST AT A FENCE CORNER, AND 3.1 FT
 AC7163'(0.9 M) SOUTH OF A CARSONITE WITNESS POST. THE AZIMUTH MARK IS A
 AC7163'STANDARD DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST
 AC7163'FLUSH WITH THE GROUND SURFACE.  THE MARK IS LOCATED ABOUT 0.5 MI (0.8
 AC7163'KM) NORTH OF THE STATION ON THE WEST SIDE OF HIGHWAY -AA-, 40 FT (12.2
 AC7163'M) WEST OF THE CENTERLINE, 48.5 FT (14.8 M) SOUTH OF A STEEL
 AC7163'RIGHT-OF-WAY POST, 142.5 FT (43.4 M) NORTH-NORTHEAST OF ANOTHER STEEL
 AC7163'RIGHT-OF-WAY POST, AND 2.5 FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS
 AC7163'POST. TO REACH THE STATION FROM THE CROSSROAD JUNCTION OF MISSOURI
 AC7163'ROUTES -AA-, -C-, AND U.S.  HIGHWAY 65 ABOUT 5 MI (8.0 KM) NORTH OF
 AC7163'THE U.S.  HIGHWAY 65 AND INTERSTATE 44 INTERCHANGE, GO WEST AND SOUTH
 AC7163'ON -AA- FOR 1.0 MI (1.6 KM) TO FARM ROAD -197- JUST PAST A CURVE TO
 AC7163'THE RIGHT.  TURN LEFT AND GO SOUTH ON FARM ROAD -197- FOR 0.5 MI (0.8
 AC7163'KM) TO THE HIGHWAY 65 UNDERPASS AND THE STATION ON THE RIGHT, SOUTH OF
 AC7163'HIGHWAY -65- AND WEST OF FARM ROAD -197-. TO REACH THE AZIMUTH MARK
 AC7163'FROM THE STATION, RETURN NORTH ON FARM ROAD -197- TO HIGHWAY -AA-.
 AC7163'TURN RIGHT AND GO 0.2 MI (0.3 KM) TO THE MARK ON THE LEFT. DATE OF
 AC7163'REPORT 08-23-1996
 AC7163
 AC7163                          STATION RECOVERY (2006)
 AC7163
 AC7163'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 AC7163'GEOCAC FIRST RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7164 ***********************************************************************
 AC7164  DESIGNATION -  GR 36
 AC7164  PID         -  AC7164
 AC7164  STATE/COUNTY-  MO/GREENE
 AC7164  USGS QUAD   -  BASSVILLE (1970)
 AC7164
 AC7164                         *CURRENT SURVEY CONTROL
 AC7164  ___________________________________________________________________
 AC7164* NAD 83(1997)-  37 19 07.23948(N)    093 11 03.90116(W)     ADJUSTED  
 AC7164* NAVD 88     -       404.7    (meters)    1328.     (feet)  GPS OBS   
 AC7164  ___________________________________________________________________
 AC7164  X           -    -282,134.256 (meters)                     COMP
 AC7164  Y           -  -5,071,086.557 (meters)                     COMP
 AC7164  Z           -   3,845,806.847 (meters)                     COMP
 AC7164  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 AC7164  ELLIP HEIGHT-         375.50  (meters)          (02/17/00) GPS OBS
 AC7164  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AC7164
 AC7164  HORZ ORDER  -  FIRST
 AC7164  ELLP ORDER  -  FOURTH    CLASS I
 AC7164
 AC7164.The horizontal coordinates were established by GPS observations
 AC7164.and adjusted by the National Geodetic Survey in February 2000..
 AC7164
 AC7164.The orthometric height was determined by GPS observations and a
 AC7164.high-resolution geoid model.
 AC7164
 AC7164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7164
 AC7164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7164
 AC7164.The ellipsoidal height was determined by GPS observations
 AC7164.and is referenced to NAD 83.
 AC7164
 AC7164.The geoid height was determined by GEOID03.
 AC7164
 AC7164;                    North         East     Units Scale Factor Converg.
 AC7164;SPC MO C     -   165,036.929   439,337.744   MT  0.99997865   -0 24 53.8
 AC7164;UTM  15      - 4,130,241.211   483,660.027   MT  0.99960329   -0 06 42.5
 AC7164
 AC7164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7164!SPC MO C     -   0.99994108  x   0.99997865  =   0.99991973
 AC7164!UTM  15      -   0.99994108  x   0.99960329  =   0.99954439
 AC7164
 AC7164                          SUPERSEDED SURVEY CONTROL
 AC7164
 AC7164  NAD 83(1997)-  37 19 07.23967(N)    093 11 03.90108(W) AD(       ) 1
 AC7164  NAD 83(1986)-  37 19 07.25252(N)    093 11 03.90115(W) AD(       ) 1
 AC7164
 AC7164.Superseded values are not recommended for survey control.
 AC7164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7164.See file dsdata.txt to determine how the superseded data were derived.
 AC7164
 AC7164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8366030241(NAD 83)
 AC7164_MARKER: DD = SURVEY DISK
 AC7164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7164_STAMPING: GR-36 1991
 AC7164_MARK LOGO: MODNR 
 AC7164_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7164+STABILITY: SURFACE MOTION
 AC7164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7164+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7164
 AC7164  HISTORY     - Date     Condition        Report By
 AC7164  HISTORY     - 1991     MONUMENTED       MODNR
 AC7164
 AC7164                          STATION DESCRIPTION
 AC7164
 AC7164'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7164'THE SURFACE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM
 AC7164'GRS DISKS SET IN CONCRETE.  THE SURFACE MARK IS SET IN A 12 INCH
 AC7164'DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED
 AC7164'NORTHEAST OF A CURVE IN A COUNTY ROAD WHERE FARM ROAD -66- IS EAST AND
 AC7164'WEST AND FARM ROAD -197- IS NORTH AND SOUTH, IN THE SOUTHWEST QUARTER
 AC7164'OF SECTION 18, T30N, R20W.  THE STATION IS 110.4 FT (33.6 M) SOUTH OF
 AC7164'A FENCE CORNER POST, 86 FT (26.2 M) EAST OF THE CENTERLINE
 AC7164'INTERSECTION OF FARM ROAD -66- AND A PRIVATE DRIVEWAY, 7.3 FT (2.2 M)
 AC7164'WEST OF A NORTH-SOUTH FENCE, 47.9 FT (14.6 M) NORTHEAST OF A STEEL
 AC7164'PIPE ROAD SIGN POST, AND 6.7 FT (2.0 M) WEST OF A CARSONITE WITNESS
 AC7164'POST. THE AZIMUTH MARK IS A STANDARD DNR ALUMINUM GRS DISK SET IN A 12
 AC7164'INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS
 AC7164'LOCATED ABOUT 0.25 MI (0.40 KM) SOUTH OF THE STATION ON THE WEST SIDE
 AC7164'OF FARM ROAD -197-.  THE MARK IS 32 FT (9.8 M) SOUTHWEST OF THE CENTER
 AC7164'OF ROAD -197-, 75.7 FT (23.1 M) SOUTHEAST OF A 10 INCH BLACK OAK TREE,
 AC7164'62.1 FT (18.9 M) SOUTHWEST OF A NAIL AND SHINER IN A FENCE POST, 62.6
 AC7164'FT (19.1 M) NORTHWEST OF A NAIL AND SHINER IN ANOTHER FENCE POST, AND
 AC7164'2.1 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST. TO REACH THE
 AC7164'STATION FROM THE CROSSROADS OF MISSOURI ROUTES -KK-, -A- AND U.S.
 AC7164'HIGHWAY 65 ABOUT 6 MI (9.7 KM) NORTH OF THE HIGHWAY 65 AND INTERSTATE
 AC7164'44 INTERCHANGE EAST OF SPRINGFIELD, GO WEST ON HIGHWAY -KK- FOR 1.5 MI
 AC7164'(2.4 KM) TO CROSSROADS WITH COUNTY ROAD -193-.  TURN LEFT AND GO SOUTH
 AC7164'ON ROAD -193- FOR 0.75 MI (1.21 KM) TO A T-ROAD INTERSECTION WITH
 AC7164'COUNTY ROAD -66-.  TURN LEFT AND GO EAST ON ROAD -66- FOR 0.5 MI (0.8
 AC7164'KM) TO A CURVE RIGHT AND THE STATION ON THE LEFT. TO REACH THE AZIMUTH
 AC7164'MARK FROM THE STATION, GO SOUTH ON ROAD -197- FOR 0.2 MI (0.3 KM) TO A
 AC7164'CURVE LEFT AND THE MARK ON THE RIGHT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7940 ***********************************************************************
 DF7940  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7940  DESIGNATION -  GR 36309000
 DF7940  PID         -  DF7940
 DF7940  STATE/COUNTY-  MO/DUNKLIN
 DF7940  USGS QUAD   -  CAMPBELL (1984)
 DF7940
 DF7940                         *CURRENT SURVEY CONTROL
 DF7940  ___________________________________________________________________
 DF7940* NAD 83(1997)-  36 29 48.07722(N)    090 00 11.38852(W)     ADJUSTED  
 DF7940* NAVD 88     -        86.72   (meters)     284.5    (feet)  GPS OBS   
 DF7940  ___________________________________________________________________
 DF7940  X           -       -,283.434 (meters)                     COMP
 DF7940  Y           -  -5,133,457.149 (meters)                     COMP
 DF7940  Z           -   3,772,673.604 (meters)                     COMP
 DF7940  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DF7940  ELLIP HEIGHT-          57.99  (meters)          (09/08/03) GPS OBS
 DF7940  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DF7940
 DF7940  HORZ ORDER  -  B
 DF7940  ELLP ORDER  -  FOURTH    CLASS I
 DF7940
 DF7940.The horizontal coordinates were established by GPS observations
 DF7940.and adjusted by the National Geodetic Survey in September 2003..
 DF7940
 DF7940.The orthometric height was determined by GPS observations and a
 DF7940.high-resolution geoid model using precise GPS observation and
 DF7940.processing techniques.
 DF7940
 DF7940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7940
 DF7940.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7940
 DF7940.The ellipsoidal height was determined by GPS observations
 DF7940.and is referenced to NAD 83.
 DF7940
 DF7940.The geoid height was determined by GEOID03.
 DF7940
 DF7940;                    North         East     Units Scale Factor Converg.
 DF7940;SPC MO E     -    73,717.097   294,511.223   MT  0.99995773   +0 17 43.8
 DF7940;UTM  15      - 4,043,218.290   768,430.021   MT  1.00048785   +1 47 00.6
 DF7940;UTM  16      - 4,043,235.960   231,003.114   MT  1.00049160   -1 47 14.2
 DF7940
 DF7940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7940!SPC MO E     -   0.99999090  x   0.99995773  =   0.99994863
 DF7940!UTM  15      -   0.99999090  x   1.00048785  =   1.00047874
 DF7940!UTM  16      -   0.99999090  x   1.00049160  =   1.00048249
 DF7940
 DF7940                          SUPERSEDED SURVEY CONTROL
 DF7940
 DF7940.No superseded survey control is available for this station.
 DF7940
 DF7940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6843043218(NAD 83)
 DF7940_MARKER: DD = SURVEY DISK
 DF7940_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7940_STAMPING: GR 36309000 2002
 DF7940_MARK LOGO: USACE 
 DF7940_PROJECTION: FLUSH
 DF7940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7940+STABILITY: POSITION/ELEVATION WELL
 DF7940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7940+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 DF7940_ROD/PIPE-DEPTH: 52.1 meters
 DF7940_SLEEVE-DEPTH  : 0.9 meters
 DF7940
 DF7940  HISTORY     - Date     Condition        Report By
 DF7940  HISTORY     - 20020328 MONUMENTED       USACE
 DF7940  HISTORY     - 20030715 GOOD             EMCINC
 DF7940  HISTORY     - 20031210 GOOD             MODNR
 DF7940
 DF7940                          STATION DESCRIPTION
 DF7940
 DF7940'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7940'MARK IS LOCATED 3.6 MILES (5.8 KILOMETERS) EAST OF CAMPBELL, MISSOURI.
 DF7940'FROM THE
 DF7940'INTERSECTION OF U.S. HIGHWAY 62 AND MISSOURI STATE HIGHWAY 53 AT THE
 DF7940'HIGH SCHOOL IN
 DF7940'CAMPBELL, MISSOURI, PROCEED EAST ALONG U.S. HIGHWAY 62 FOR 3.6 MILES
 DF7940'(5.8 KILOMETERS) TO
 DF7940'ITS INTERSECTION WITH DUNKLIN COUNTY ROAD 327 AND THE MARK ON THE
 DF7940'RIGHT. MARK IS
 DF7940'LOCATED 148.5 FEET (45.3 METERS) SOUTH OF THE CENTERLINE OF U.S.
 DF7940'HIGHWAY 62, 52.0 FEET (15.8
 DF7940'METERS) NORTH OF THE CENTERLINE IN COUNTY ROAD 327, 200.0 FT (61.0
 DF7940'METERS) SOUTHWEST OF
 DF7940'THE JUNCTION OF U.S. HIGHWAY 62 AND COUNTY ROAD 327 AND 2.0 FEET (0.6
 DF7940'METERS) NORTH OF A
 DF7940'HIGHWAY RIGHT OF WAY SIGN AND A CARSONITE WITNESS POST. A STAINLESS
 DF7940'STEEL ROD WITH A
 DF7940'DRILLED DATUM POINT ENCASED IN 1 INCH PVC SET UNDER AN ALUMINUM ACCESS
 DF7940'COVER STAMPED
 DF7940'GR 36309000 2002. MARK IS RECESSED 10 CENTIMETERS BELOW ACCESS COVER.
 DF7940'SECTION 5, TOWNSHIP 21 NORTH, RANGE 10 EAST.
 DF7940'
 DF7940
 DF7940                          STATION RECOVERY (2003)
 DF7940
 DF7940'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7940'RECOVERED AS DESCRIBED.
 DF7940
 DF7940                          STATION RECOVERY (2003)
 DF7940
 DF7940'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 DF7940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7938 ***********************************************************************
 DF7938  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7938  DESIGNATION -  GR 36309100
 DF7938  PID         -  DF7938
 DF7938  STATE/COUNTY-  MO/RIPLEY
 DF7938  USGS QUAD   -  POYNOR (1997)
 DF7938
 DF7938                         *CURRENT SURVEY CONTROL
 DF7938  ___________________________________________________________________
 DF7938* NAD 83(1997)-  36 30 03.66145(N)    090 59 11.54260(W)     ADJUSTED  
 DF7938* NAVD 88     -       142.71   (meters)     468.2    (feet)  GPS OBS   
 DF7938  ___________________________________________________________________
 DF7938  X           -     -88,381.221 (meters)                     COMP
 DF7938  Y           -  -5,132,455.345 (meters)                     COMP
 DF7938  Z           -   3,773,092.941 (meters)                     COMP
 DF7938  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DF7938  ELLIP HEIGHT-         113.76  (meters)          (09/08/03) GPS OBS
 DF7938  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DF7938
 DF7938  HORZ ORDER  -  B
 DF7938  ELLP ORDER  -  FOURTH    CLASS I
 DF7938
 DF7938.The horizontal coordinates were established by GPS observations
 DF7938.and adjusted by the National Geodetic Survey in September 2003..
 DF7938
 DF7938.The orthometric height was determined by GPS observations and a
 DF7938.high-resolution geoid model using precise GPS observation and
 DF7938.processing techniques.
 DF7938
 DF7938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7938
 DF7938.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7938
 DF7938.The ellipsoidal height was determined by GPS observations
 DF7938.and is referenced to NAD 83.
 DF7938
 DF7938.The geoid height was determined by GEOID03.
 DF7938
 DF7938;                    North         East     Units Scale Factor Converg.
 DF7938;SPC MO E     -    74,192.738   206,413.702   MT  0.99995673   -0 17 21.9
 DF7938;UTM  15      - 4,041,406.053   680,324.568   MT  1.00000064   +1 11 52.8
 DF7938
 DF7938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7938!SPC MO E     -   0.99998215  x   0.99995673  =   0.99993888
 DF7938!UTM  15      -   0.99998215  x   1.00000064  =   0.99998279
 DF7938
 DF7938                          SUPERSEDED SURVEY CONTROL
 DF7938
 DF7938.No superseded survey control is available for this station.
 DF7938
 DF7938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8032541406(NAD 83)
 DF7938_MARKER: A = ALUMINUM MARKER
 DF7938_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7938_STAMPING: GR 36309100 2002
 DF7938_MARK LOGO: USACE 
 DF7938_PROJECTION: FLUSH
 DF7938_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7938+STABILITY: POSITION/ELEVATION WELL
 DF7938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7938+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 DF7938_ROD/PIPE-DEPTH:  7.1 meters
 DF7938_SLEEVE-DEPTH  :  0.9 meters
 DF7938
 DF7938  HISTORY     - Date     Condition        Report By
 DF7938  HISTORY     - 20020329 MONUMENTED       USACE
 DF7938
 DF7938                          STATION DESCRIPTION
 DF7938
 DF7938'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7938'MARK IS LOCATED 16.0 MILES (25. 7 KILOMETERS) NORTH OF POCAHONTAS,
 DF7938'ARKANSAS. TO REACH THE
 DF7938'MARK FROM THE Y-INTERSECTION OF ARKANSAS STATE HIGHWAY 115 AND
 DF7938'ARKANSAS STATE
 DF7938'HIGHWAY 251, ABOUT 3.0 MILES (4.8 KILOMETERS) NORTH OF DOWNTOWN
 DF7938'BUSINESS DISTRICT OF
 DF7938'POCAHONTAS, ARKANSAS, BEAR LEFT AND PROCEED NORTH ALONG ARKANSAS STATE
 DF7938'HIGHWAY 251
 DF7938'FOR 14.1 MILES (22.7 KILOMETERS) TO ITS INTERSECTION WITH OLD BURR
 DF7938'ROAD IN THE COMMUNITY
 DF7938'OF WARM SPRINGS, ARKANSAS. TURN RIGHT AND PROCEED EASTERLY ALONG OLD
 DF7938'BURR ROAD FOR
 DF7938'4.35 MILES (7.0 KILOMETERS) TO ITS INTERSECTION WITH RIPLEY COUNTY
 DF7938'ROAD DD-2 AND THE MARK
 DF7938'ON THE LEFT. MARK IS LOCATED 60.5 FEET (18.4 METERS) NORTH OF OLD BURR
 DF7938'ROAD, 80.8 FEET (24.6
 DF7938'METERS) WEST OF RIPLEY COUNTY ROAD DD-2, 49.2 FEET (15.0 METERS)
 DF7938'NORTHWEST OF A POWER
 DF7938'POLE AND 2.0 FEET (0.6 METERS) EAST OF A CARSONITE WITNESS POST. A
 DF7938'STAINLESS STEEL ROD
 DF7938'WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER
 DF7938'STAMPED GR
 DF7938'36309100 2002. MARK IS RECESSED 3 CENTIMETERS UNDER ACCESS COVER.
 DF7938'SECTION 5, TOWNSHIP 21 NORTH, RANGE 1 EAST.
 DF7938'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7161 ***********************************************************************
 AC7161  DESIGNATION -  GR 37
 AC7161  PID         -  AC7161
 AC7161  STATE/COUNTY-  MO/GREENE
 AC7161  USGS QUAD   -  GALLOWAY (1975)
 AC7161
 AC7161                         *CURRENT SURVEY CONTROL
 AC7161  ___________________________________________________________________
 AC7161* NAD 83(1997)-  37 08 20.67409(N)    093 14 59.91074(W)     ADJUSTED  
 AC7161* NAVD 88     -       393.3    (meters)    1290.     (feet)  GPS OBS   
 AC7161  ___________________________________________________________________
 AC7161  X           -    -288,619.640 (meters)                     COMP
 AC7161  Y           -  -5,082,792.016 (meters)                     COMP
 AC7161  Z           -   3,829,928.392 (meters)                     COMP
 AC7161  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AC7161  ELLIP HEIGHT-         364.32  (meters)          (02/17/00) GPS OBS
 AC7161  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AC7161
 AC7161  HORZ ORDER  -  FIRST
 AC7161  ELLP ORDER  -  FOURTH    CLASS I
 AC7161
 AC7161.The horizontal coordinates were established by GPS observations
 AC7161.and adjusted by the National Geodetic Survey in February 2000..
 AC7161
 AC7161.The orthometric height was determined by GPS observations and a
 AC7161.high-resolution geoid model.
 AC7161
 AC7161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7161
 AC7161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7161
 AC7161.The ellipsoidal height was determined by GPS observations
 AC7161.and is referenced to NAD 83.
 AC7161
 AC7161.The geoid height was determined by GEOID03.
 AC7161
 AC7161;                    North         East     Units Scale Factor Converg.
 AC7161;SPC MO C     -   145,149.372   433,369.156   MT  0.99998800   -0 27 10.1
 AC7161;UTM  15      - 4,110,329.960   477,798.745   MT  0.99960607   -0 09 03.3
 AC7161
 AC7161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7161!SPC MO C     -   0.99994283  x   0.99998800  =   0.99993083
 AC7161!UTM  15      -   0.99994283  x   0.99960607  =   0.99954892
 AC7161
 AC7161                          SUPERSEDED SURVEY CONTROL
 AC7161
 AC7161  NAD 83(1997)-  37 08 20.67428(N)    093 14 59.91065(W) AD(       ) 1
 AC7161  NAD 83(1986)-  37 08 20.68696(N)    093 14 59.91097(W) AD(       ) 1
 AC7161
 AC7161.Superseded values are not recommended for survey control.
 AC7161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7161.See file dsdata.txt to determine how the superseded data were derived.
 AC7161
 AC7161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7779910330(NAD 83)
 AC7161_MARKER: DD = SURVEY DISK
 AC7161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7161_STAMPING: GR-37 1991
 AC7161_MARK LOGO: MODNR 
 AC7161_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7161+STABILITY: SURFACE MOTION
 AC7161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7161+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC7161
 AC7161  HISTORY     - Date     Condition        Report By
 AC7161  HISTORY     - 1991     MONUMENTED       MODNR
 AC7161
 AC7161                          STATION DESCRIPTION
 AC7161
 AC7161'DESCRIBED BY MO DEPT OF NAT RES 1991
 AC7161'THE STATION AND UNDERGROUND MARKS ARE STANDARD DNR ALUMINUM GRS DISKS
 AC7161'SET IN CONCRETE.  THE SURFACE MARK IS IN A 12 INCH DIAMETER CONCRETE
 AC7161'POST FLUSH WITH THE GROUND SURFACE 0.763 M (2.503 FT) ABOVE THE
 AC7161'UNDERGROUND MARK.  THEY ARE LOCATED IN THE SE 1/4, SECTION 8, T28N,
 AC7161'R21W IN THE NORTH RIGHT-OF-WAY OF REPUBLIC ROAD AND APPROXIMATELY 0.2
 AC7161'MI (0.3 KM) SOUTHEAST OF THE REPUBLIC ROAD-GLENSTONE AVENUE
 AC7161'INTERSECTION.  THE STATION IS 30.7 FT (9.4 M) SOUTH OF THE WEST POST
 AC7161'OF THE SOUTHSIDE CHURCH OF CHRIST SIGN, 11.5 FT (3.5 M) SOUTHWEST OF A
 AC7161'CARSONITE SIGN POST IN A FENCE, AND 59 FT (18.0 M) NORTHEAST OF THE
 AC7161'CENTERLINE OF REPUBLIC ROAD. THE AZIMUTH MARK IS A STANDARD DNR
 AC7161'ALUMINUM GRS DISK SET IN A CONCRETE POST 12 INCHES IN DIAMETER FLUSH
 AC7161'WITH THE GROUND SURFACE, AND IS LOCATED ABOUT 0.6 MI (1.0 KM)
 AC7161'NORTHWEST OF THE STATION IN THE WEST RIGHT-OF-WAY OF SOUTHBOUND
 AC7161'GLENSTONE AVENUE (BUSINESS U.S. HIGHWAY 65 ) .  THE AZIMUTH MARK IS
 AC7161'23.0 FT (7.0 M) NORTHEAST OF THE CENTERLINE OF MOBILE AVENUE (SERVICE
 AC7161'ROAD) , 5 FT (1.5 M) SOUTHEAST OF A STOP SIGN STEEL POST, 45.1 FT
 AC7161'(13.7 M) SOUTH OF THE CENTERLINE OF AN ACCESS ROAD BETWEEN THE SERVICE
 AC7161'ROAD AND SOUTHBOUND GLENSTONE AVENUE, 18.3 FT (5.6 M) SOUTHWEST OF A
 AC7161'STOP SIGN WOODEN POST, AND 66.3 FT (20.2 M) SOUTHWEST OF SOUTHBOUND
 AC7161'GLENSTONE AVENUE. TO REACH THE STATION FROM THE INTERSECTION OF
 AC7161'GLENSTONE AND BATTLEFIELD IN THE SOUTHEAST PART OF SPRINGFIELD, GO
 AC7161'SOUTH ON GLENSTONE FOR 1.5 MI (2.4 KM) TO REPUBLIC ROAD ON THE LEFT.
 AC7161'TURN LEFT AND GO SOUTHEAST ON REPUBLIC ROAD FOR 0.2 MI (0.3 KM) TO THE
 AC7161'STATION ON THE LEFT. TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 AC7161'NORTHWEST ON REPUBLIC ROAD FOR 0.2 MI (0.3 KM) TO GLENSTONE AVENUE.
 AC7161'TURN RIGHT AND GO NORTH ON GLENSTONE 0.4 MI (0.6 KM) TO A CROSSOVER
 AC7161'ACCESS ROAD.  TURN LEFT AND GO APPROXIMATELY 200 FT (61.0 M) TO THE
 AC7161'SERVICE ROAD AND THE MARK ON THE LEFT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7936 ***********************************************************************
 DF7936  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7936  DESIGNATION -  GR 37008930
 DF7936  PID         -  DF7936
 DF7936  STATE/COUNTY-  MO/SCOTT
 DF7936  USGS QUAD   -  SIKESTON NORTH (1979)
 DF7936
 DF7936                         *CURRENT SURVEY CONTROL
 DF7936  ___________________________________________________________________
 DF7936* NAD 83(1997)-  36 59 31.89195(N)    089 30 08.78941(W)     ADJUSTED  
 DF7936* NAVD 88     -        97.92   (meters)     321.3    (feet)  GPS OBS   
 DF7936  ___________________________________________________________________
 DF7936  X           -      44,292.968 (meters)                     COMP
 DF7936  Y           -  -5,100,377.829 (meters)                     COMP
 DF7936  Z           -   3,816,743.012 (meters)                     COMP
 DF7936  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 DF7936  ELLIP HEIGHT-          69.63  (meters)          (09/08/03) GPS OBS
 DF7936  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DF7936
 DF7936  HORZ ORDER  -  B
 DF7936  ELLP ORDER  -  FOURTH    CLASS I
 DF7936
 DF7936.The horizontal coordinates were established by GPS observations
 DF7936.and adjusted by the National Geodetic Survey in September 2003..
 DF7936
 DF7936.The orthometric height was determined by GPS observations and a
 DF7936.high-resolution geoid model using precise GPS observation and
 DF7936.processing techniques.
 DF7936
 DF7936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7936
 DF7936.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7936
 DF7936.The ellipsoidal height was determined by GPS observations
 DF7936.and is referenced to NAD 83.
 DF7936
 DF7936.The geoid height was determined by GEOID03.
 DF7936
 DF7936;                    North         East     Units Scale Factor Converg.
 DF7936;SPC MO E     -   129,051.311   338,798.757   MT  1.00003044   +0 36 01.0
 DF7936;UTM  16      - 4,096,933.575   277,300.119   MT  1.00021101   -1 30 22.9
 DF7936
 DF7936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7936!SPC MO E     -   0.99998907  x   1.00003044  =   1.00001951
 DF7936!UTM  16      -   0.99998907  x   1.00021101  =   1.00020008
 DF7936
 DF7936                          SUPERSEDED SURVEY CONTROL
 DF7936
 DF7936.No superseded survey control is available for this station.
 DF7936
 DF7936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7730096934(NAD 83)
 DF7936_MARKER: A = ALUMINUM MARKER
 DF7936_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7936_STAMPING: GR 37008930 2002
 DF7936_MARK LOGO: USACE 
 DF7936_PROJECTION: FLUSH
 DF7936_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7936+STABILITY: POSITION/ELEVATION WELL
 DF7936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7936+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2002
 DF7936_ROD/PIPE-DEPTH: 94.8 meters
 DF7936_SLEEVE-DEPTH  :  0.9 meters
 DF7936
 DF7936  HISTORY     - Date     Condition        Report By
 DF7936  HISTORY     - 20020327 MONUMENTED       USACE
 DF7936
 DF7936                          STATION DESCRIPTION
 DF7936
 DF7936'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7936'MARK IS LOCATED 1.6 MILES (2.6 KILOMETERS) SOUTHEAST OF BLODGETT,
 DF7936'MISSOURI. TO REACH THE
 DF7936'MARK FROM THE POST OFFICE IN BLODGETT, MISSOURI AT THE INTERSECTION OF
 DF7936'MISSOURI STATE
 DF7936'HIGHWAY H, MISSOURI STATE HIGHWAY U AND SCOTT COUNTY ROAD 518, PROCEED
 DF7936'SOUTHEAST
 DF7936'ALONG SCOTT COUNTY ROAD 518 FOR 1.6 MILES (2.6 KILOMETERS) TO A FARM
 DF7936'HEADQUARTERS AND
 DF7936'THE MARK ON THE RIGHT. MARK IS LOCATED 26.5 FEET (8.1 METERS)
 DF7936'SOUTHWEST OF CENTERLINE OF
 DF7936'COUNTY ROAD 518, 90.0 FEET (27.4 METERS) NORTHWEST OF THE JUNCTION OF
 DF7936'COUNTY ROAD 518
 DF7936'AND A DIRT ROAD LEADING TO THE REAR OF A FARM HEADQUARTERS, 140.3 FEET
 DF7936'(42.8 METERS)
 DF7936'SOUTHEAST OF THE NORTHEAST CORNER OF A METAL EQUIPMENT SHED AND 10.2
 DF7936'FEET (3.1 METERS)
 DF7936'SOUTHEAST OF A POWER POLE. A STAINLESS STEEL ROD WITH A DRILLED DATUM
 DF7936'POINT ENCASED IN
 DF7936'1 INCH PVC UNDER AN ACCESS COVER STAMPED GR 37008930 2002. MARK IS
 DF7936'RECESSED 6
 DF7936'CENTIMETERS UNDER ACCESS COVER.
 DF7936'SECTION 14, TOWNSHIP 27 NORTH, RANGE 14 EAST.
 DF7936'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7935 ***********************************************************************
 DF7935  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7935  DESIGNATION -  GR 37009000
 DF7935  PID         -  DF7935
 DF7935  STATE/COUNTY-  MO/STODDARD
 DF7935  USGS QUAD   -  ACORN RIDGE (1978)
 DF7935
 DF7935                         *CURRENT SURVEY CONTROL
 DF7935  ___________________________________________________________________
 DF7935* NAD 83(1997)-  36 59 52.16048(N)    090 01 07.18719(W)     ADJUSTED  
 DF7935* NAVD 88     -       121.35   (meters)     398.1    (feet)  GPS OBS   
 DF7935  ___________________________________________________________________
 DF7935  X           -      -1,661.306 (meters)                     COMP
 DF7935  Y           -  -5,100,212.303 (meters)                     COMP
 DF7935  Z           -   3,817,255.925 (meters)                     COMP
 DF7935  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 DF7935  ELLIP HEIGHT-          92.68  (meters)          (09/08/03) GPS OBS
 DF7935  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DF7935
 DF7935  HORZ ORDER  -  B
 DF7935  ELLP ORDER  -  FOURTH    CLASS I
 DF7935
 DF7935.The horizontal coordinates were established by GPS observations
 DF7935.and adjusted by the National Geodetic Survey in September 2003..
 DF7935
 DF7935.The orthometric height was determined by GPS observations and a
 DF7935.high-resolution geoid model using precise GPS observation and
 DF7935.processing techniques.
 DF7935
 DF7935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7935
 DF7935.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7935
 DF7935.The ellipsoidal height was determined by GPS observations
 DF7935.and is referenced to NAD 83.
 DF7935
 DF7935.The geoid height was determined by GEOID03.
 DF7935
 DF7935;                    North         East     Units Scale Factor Converg.
 DF7935;SPC MO E     -   129,319.228   292,843.107   MT  0.99995594   +0 17 22.8
 DF7935;UTM  15      - 4,098,786.798   765,308.496   MT  1.00046722   +1 47 42.6
 DF7935;UTM  16      - 4,098,891.585   231,369.004   MT  1.00048908   -1 49 03.6
 DF7935
 DF7935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7935!SPC MO E     -   0.99998546  x   0.99995594  =   0.99994140
 DF7935!UTM  15      -   0.99998546  x   1.00046722  =   1.00045267
 DF7935!UTM  16      -   0.99998546  x   1.00048908  =   1.00047453
 DF7935
 DF7935                          SUPERSEDED SURVEY CONTROL
 DF7935
 DF7935.No superseded survey control is available for this station.
 DF7935
 DF7935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6530898787(NAD 83)
 DF7935_MARKER: A = ALUMINUM MARKER
 DF7935_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7935_STAMPING: GR 37009000 2002
 DF7935_MARK LOGO: USACE 
 DF7935_PROJECTION: FLUSH
 DF7935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7935+STABILITY: POSITION/ELEVATION WELL
 DF7935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7935+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 DF7935_ROD/PIPE-DEPTH:  8.9 meters
 DF7935_SLEEVE-DEPTH  :  0.9 meters
 DF7935
 DF7935  HISTORY     - Date     Condition        Report By
 DF7935  HISTORY     - 20020327 MONUMENTED       USACE
 DF7935  HISTORY     - 20031210 GOOD             MODNR
 DF7935
 DF7935                          STATION DESCRIPTION
 DF7935
 DF7935'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7935'MARK IS LOCATED IN THE COMMUNITY OF LEORA, MISSOURI. TO REACH THE MARK
 DF7935'FROM THE
 DF7935'INTERSECTION OF MISSOURI STATE HIGHWAY 51 AND MISSOURI STATE HIGHWAY K
 DF7935'IN KINDER,
 DF7935'MISSOURI PROCEED EAST AND THEN SOUTH ALONE MISSOURI STATE HIGHWAY K
 DF7935'FOR 3.7 MILES (6.0
 DF7935'KILOMETERS) TO ITS INTERSECTION WITH MISSOURI STATE HIGHWAY M.
 DF7935'CONTINUE SOUTH ALONG
 DF7935'MISSOURI STATE HIGHWAY M FOR 0.7 MILES (1.1 KILOMETERS) TO THE LEORA
 DF7935'CEMETERY AND THE
 DF7935'MARK ON THE RIGHT. MARK IS LOCATED 201.3 FEET (61.4 METERS) WEST OF
 DF7935'HIGHWAY M, 90.0 FEET
 DF7935'(27.4 METERS) SOUTHEAST OF 90 DEGREE TURN IN CEMETERY ROAD, 85.3 FEET
 DF7935'(26.0 METERS) SOUTH
 DF7935'OF A FLAGPOLE ON SOUTH EDGE OF CEMETERY AND 2.0 FEET (0.6 METERS) EAST
 DF7935'OF A CARSONITE
 DF7935'WITNESS POST. A STAINLESS STEEL ROD ENCASED IN 1 INCH PVC WITH A
 DF7935'DRILLED DATUM POINT
 DF7935'UNDER AN ALUMINUM ACCESS COVER STAMPED GR 37009000 2002. MARK IS
 DF7935'RECESSED 3
 DF7935'CENTIMETERS BELOW ACCESS COVER.
 DF7935'SECTION 7, TOWNSHIP 27 NORTH, RANGE 10 EAST.
 DF7935'
 DF7935
 DF7935                          STATION RECOVERY (2003)
 DF7935
 DF7935'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 DF7935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7934 ***********************************************************************
 DF7934  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7934  DESIGNATION -  GR 37009030
 DF7934  PID         -  DF7934
 DF7934  STATE/COUNTY-  MO/WAYNE
 DF7934  USGS QUAD   -  GREENVILLE SW (1966)
 DF7934
 DF7934                         *CURRENT SURVEY CONTROL
 DF7934  ___________________________________________________________________
 DF7934* NAD 83(1997)-  37 00 23.75636(N)    090 29 49.68563(W)     ADJUSTED  
 DF7934* NAVD 88     -       131.64   (meters)     431.9    (feet)  GPS OBS   
 DF7934  ___________________________________________________________________
 DF7934  X           -     -44,247.137 (meters)                     COMP
 DF7934  Y           -  -5,099,442.004 (meters)                     COMP
 DF7934  Z           -   3,818,039.523 (meters)                     COMP
 DF7934  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DF7934  ELLIP HEIGHT-         102.20  (meters)          (09/08/03) GPS OBS
 DF7934  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DF7934
 DF7934  HORZ ORDER  -  B
 DF7934  ELLP ORDER  -  FOURTH    CLASS I
 DF7934
 DF7934.The horizontal coordinates were established by GPS observations
 DF7934.and adjusted by the National Geodetic Survey in September 2003..
 DF7934
 DF7934.The orthometric height was determined by GPS observations and a
 DF7934.high-resolution geoid model using precise GPS observation and
 DF7934.processing techniques.
 DF7934
 DF7934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7934
 DF7934.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7934
 DF7934.The ellipsoidal height was determined by GPS observations
 DF7934.and is referenced to NAD 83.
 DF7934
 DF7934.The geoid height was determined by GEOID03.
 DF7934
 DF7934;                    North         East     Units Scale Factor Converg.
 DF7934;SPC MO E     -   130,184.879   250,254.989   MT  0.99993333   +0 00 06.2
 DF7934;UTM  15      - 4,098,533.181   722,695.532   MT  1.00021098   +1 30 25.6
 DF7934
 DF7934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7934!SPC MO E     -   0.99998396  x   0.99993333  =   0.99991729
 DF7934!UTM  15      -   0.99998396  x   1.00021098  =   1.00019494
 DF7934
 DF7934                          SUPERSEDED SURVEY CONTROL
 DF7934
 DF7934.No superseded survey control is available for this station.
 DF7934
 DF7934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2269698533(NAD 83)
 DF7934_MARKER: A = ALUMINUM MARKER
 DF7934_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7934_STAMPING: GR 37009030 2002
 DF7934_MARK LOGO: USACE 
 DF7934_PROJECTION: FLUSH
 DF7934_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7934+STABILITY: POSITION/ELEVATION WELL
 DF7934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7934+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 DF7934_ROD/PIPE-DEPTH:  4.8 meters
 DF7934_SLEEVE-DEPTH  :  0.9 meters
 DF7934
 DF7934  HISTORY     - Date     Condition        Report By
 DF7934  HISTORY     - 20020326 MONUMENTED       USACE
 DF7934  HISTORY     - 20031210 GOOD             MODNR
 DF7934
 DF7934                          STATION DESCRIPTION
 DF7934
 DF7934'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7934'MARK IS LOCATED 10 MILES (16.1 KILOMETERS) SOUTHWEST OF GREENVILLE,
 DF7934'MISSOURI. TO REACH
 DF7934'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 67 AND MISSOURI STATE
 DF7934'HIGHWAY E IN
 DF7934'GREENVILLE, MISSOURI PROCEED SOUTHWEST ON U.S. HIGHWAY 67 FOR 5.3
 DF7934'MILES (8.5 KILOMETERS)
 DF7934'TO WAYNE COUNTY ROAD 403 ON THE RIGHT. TURN RIGHT AND PROCEED SOUTH
 DF7934'ALONG WAYNE
 DF7934'COUNTY ROAD 4O3 FOR 3.7 MILES (6.0 KILOMETERS) TO WAYNE COUNTY ROAD
 DF7934'406 ON THE RIGHT.
 DF7934'TURN RIGHT AND PROCEED SOUTHWEST ALONG WAYNE COUNTY ROAD 406 FOR 0.9
 DF7934'MILES (1.4
 DF7934'KILOMETERS) TO ITS T-INTERSECTION WITH WAYNE COUNTY ROAD 430. TURN
 DF7934'LEFT AND PROCEED
 DF7934'SOUTHEAST ALONG WAYNE COUNTY ROAD 430 FOR 0.05 MILES (0.1 KILOMETERS)
 DF7934'AND THE MARK ON
 DF7934'THE LEFT. MARK IS LOCATED 20.8 FEET (6.3 METERS) NORTHEAST OF
 DF7934'CENTERLINE OF COUNTY ROAD
 DF7934'430, 1.5 FEET (0.5 METERS) SOUTH OF A 12X12 INCH WOODEN CORNER POST
 DF7934'AND WITNESS POST. A
 DF7934'STAINLESS STEEL ROD WITH A DRILLED DATUM POINT UNDER AN ACCESS COVER
 DF7934'STAMPED GR
 DF7934'37009030 2002. MARK IS RECESSED 5 CENTIMETERS UNDER ACCESS COVER.
 DF7934'SECTION 11, TOWNSHIP 27 NORTH, RANGE 5 EAST.
 DF7934'
 DF7934
 DF7934                          STATION RECOVERY (2003)
 DF7934
 DF7934'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 DF7934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7932 ***********************************************************************
 DF7932  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7932  DESIGNATION -  GR 37309000
 DF7932  PID         -  DF7932
 DF7932  STATE/COUNTY-  MO/BOLLINGER
 DF7932  USGS QUAD   -  SEDGEWICKVILLE (1980)
 DF7932
 DF7932                         *CURRENT SURVEY CONTROL
 DF7932  ___________________________________________________________________
 DF7932* NAD 83(1997)-  37 30 51.48752(N)    089 58 48.86815(W)     ADJUSTED  
 DF7932* NAVD 88     -       226.80   (meters)     744.1    (feet)  GPS OBS   
 DF7932  ___________________________________________________________________
 DF7932  X           -       1,746.906 (meters)                     COMP
 DF7932  Y           -  -5,065,595.117 (meters)                     COMP
 DF7932  Z           -   3,862,943.947 (meters)                     COMP
 DF7932  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DF7932  ELLIP HEIGHT-         198.11  (meters)          (09/08/03) GPS OBS
 DF7932  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DF7932
 DF7932  HORZ ORDER  -  B
 DF7932  ELLP ORDER  -  FOURTH    CLASS I
 DF7932
 DF7932.The horizontal coordinates were established by GPS observations
 DF7932.and adjusted by the National Geodetic Survey in September 2003..
 DF7932
 DF7932.The orthometric height was determined by GPS observations and a
 DF7932.high-resolution geoid model using precise GPS observation and
 DF7932.processing techniques.
 DF7932
 DF7932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7932
 DF7932.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7932
 DF7932.The ellipsoidal height was determined by GPS observations
 DF7932.and is referenced to NAD 83.
 DF7932
 DF7932.The geoid height was determined by GEOID03.
 DF7932
 DF7932;                    North         East     Units Scale Factor Converg.
 DF7932;SPC MO E     -   186,654.209   295,948.241   MT  0.99995933   +0 18 59.5
 DF7932;UTM  16      - 4,156,101.871   236,595.552   MT  1.00045471   -1 48 57.2
 DF7932;UTM  15      - 4,156,213.366   766,898.001   MT  1.00047754   +1 50 24.0
 DF7932
 DF7932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7932!SPC MO E     -   0.99996891  x   0.99995933  =   0.99992824
 DF7932!UTM  16      -   0.99996891  x   1.00045471  =   1.00042361
 DF7932!UTM  15      -   0.99996891  x   1.00047754  =   1.00044644
 DF7932
 DF7932                          SUPERSEDED SURVEY CONTROL
 DF7932
 DF7932.No superseded survey control is available for this station.
 DF7932
 DF7932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG3659656102(NAD 83)
 DF7932_MARKER: A = ALUMINUM MARKER
 DF7932_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7932_STAMPING: GR 37309000 2002
 DF7932_MARK LOGO: USACE 
 DF7932_PROJECTION: FLUSH
 DF7932_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7932+STABILITY: POSITION/ELEVATION WELL
 DF7932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7932+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 DF7932_ROD/PIPE-DEPTH:  8.0 meters
 DF7932_SLEEVE-DEPTH  :  0.9 meters
 DF7932
 DF7932  HISTORY     - Date     Condition        Report By
 DF7932  HISTORY     - 20020401 MONUMENTED       USACE
 DF7932
 DF7932                          STATION DESCRIPTION
 DF7932
 DF7932'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7932'MARK IS LOCATED 2.0 MILES (3.2 KILOMETERS) NORTHEAST OF PATTON,
 DF7932'MISSOURI ON THE
 DF7932'SOUTHEAST CORNER OF THE MEADOW HEIGHTS R-11 SCHOOL PROPERTY. TO REACH
 DF7932'MARK FROM
 DF7932'THE INTERSECTION OF MISSOURI STATE HIGHWAY 51 AND MISSOURI STATE
 DF7932'HIGHWAY 72, 1.0 MILE (1.6
 DF7932'KILOMETERS) NORTH OF PATTON, MISSOURI. PROCEED EAST ALONG MISSOURI
 DF7932'STATE HIGHWAY 72
 DF7932'FOR 2.0 MILES (3.2 KILOMETERS) TO THE SOUTHWEST CORNER OF MEADOW
 DF7932'HEIGHTS R-11 SCHOOL
 DF7932'PROPERTY AND THE MARK ON THE LEFT. MARK IS LOCATED 89.0 FEET (27.1
 DF7932'METERS) NORTH OF A
 DF7932'METAL MEADOW HEIGHTS R-11 SCHOOL MARQUEE SIGN, 146.0 FEET (44.5
 DF7932'METERS) NORTHEAST OF
 DF7932'THE CENTERLINE OF HIGHWAY 72, 5.3 FEET (1.6 METERS) SOUTHWEST OF THE
 DF7932'EDGE OF A GRAVEL
 DF7932'PARKING LOT AND 2.0 FEET (0.6 METERS) SOUTHWEST OF A CARSONITE WITNESS
 DF7932'POST. A STAINLESS
 DF7932'STEEL ROD WITH A DRILLED DATUM POINT UNDER AN ACCESS COVER STAMPED GR
 DF7932'37309000 2002.
 DF7932'MARK IS RECESSED 5 CENTIMETERS UNDER ACCESS COVER.
 DF7932'SECTION 30
 DF7932'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7931 ***********************************************************************
 DF7931  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7931  DESIGNATION -  GR 37309030
 DF7931  PID         -  DF7931
 DF7931  STATE/COUNTY-  MO/MADISON
 DF7931  USGS QUAD   -  ROCK PILE MOUNTAIN (1980)
 DF7931
 DF7931                         *CURRENT SURVEY CONTROL
 DF7931  ___________________________________________________________________
 DF7931* NAD 83(1997)-  37 29 50.09524(N)    090 28 16.98151(W)     ADJUSTED  
 DF7931* NAVD 88     -       180.31   (meters)     591.6    (feet)  GPS OBS   
 DF7931  ___________________________________________________________________
 DF7931  X           -     -41,684.364 (meters)                     COMP
 DF7931  Y           -  -5,066,539.155 (meters)                     COMP
 DF7931  Z           -   3,861,413.898 (meters)                     COMP
 DF7931  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 DF7931  ELLIP HEIGHT-         151.24  (meters)          (09/08/03) GPS OBS
 DF7931  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DF7931
 DF7931  HORZ ORDER  -  B
 DF7931  ELLP ORDER  -  FOURTH    CLASS I
 DF7931
 DF7931.The horizontal coordinates were established by GPS observations
 DF7931.and adjusted by the National Geodetic Survey in September 2003..
 DF7931
 DF7931.The orthometric height was determined by GPS observations and a
 DF7931.high-resolution geoid model using precise GPS observation and
 DF7931.processing techniques.
 DF7931
 DF7931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7931
 DF7931.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7931
 DF7931.The ellipsoidal height was determined by GPS observations
 DF7931.and is referenced to NAD 83.
 DF7931
 DF7931.The geoid height was determined by GEOID03.
 DF7931
 DF7931;                    North         East     Units Scale Factor Converg.
 DF7931;SPC MO E     -   184,635.096   252,530.329   MT  0.99993341   +0 01 02.7
 DF7931;UTM  15      - 4,153,039.758   723,531.742   MT  1.00021551   +1 32 23.5
 DF7931
 DF7931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7931!SPC MO E     -   0.99997627  x   0.99993341  =   0.99990968
 DF7931!UTM  15      -   0.99997627  x   1.00021551  =   1.00019177
 DF7931
 DF7931                          SUPERSEDED SURVEY CONTROL
 DF7931
 DF7931.No superseded survey control is available for this station.
 DF7931
 DF7931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2353253040(NAD 83)
 DF7931_MARKER: A = ALUMINUM MARKER
 DF7931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF7931_SP_SET: BRIDGE
 DF7931_STAMPING: GR 37309030 2002
 DF7931_MARK LOGO: USACE 
 DF7931_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7931+STABILITY: POSITION/ELEVATION WELL
 DF7931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7931+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 DF7931
 DF7931  HISTORY     - Date     Condition        Report By
 DF7931  HISTORY     - 20010401 MONUMENTED       USACE
 DF7931
 DF7931                          STATION DESCRIPTION
 DF7931
 DF7931'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2001 (DG)
 DF7931'MARK IS LOCATED 10.0 MILES (16.1 KILOMETERS) WEST OF FREDRICKTOWN,
 DF7931'MISSOURI. TO REACH
 DF7931'MARK FROM THE U.S. HIGHWAY 67 OVERPASS WITH U.S. HIGHWAY 67 BUSINESS
 DF7931'AND HIGHWAY E,
 DF7931'JUST SOUTH OF FREDRICKTOWN, MISSOURI. PROCEED WEST ALONG HIGHWAY E FOR
 DF7931'8.7 MILES (14.0
 DF7931'KILOMETERS) TO THE BRIDGE OVER THE ST. FRANCIS RIVER. CONTINUE WEST
 DF7931'FOR 1.0 MILE (1.6
 DF7931'KILOMETERS) TO THE SOUTH END OF THE CONCRETE BRIDGE OVER LOWER ROCK
 DF7931'CREEK. MARK IS
 DF7931'LOCATED ON THE SOUTHWEST CORNER OF BRIDGE, A MEM COE BRASS CAP STAMPED
 DF7931'GR 37309030
 DF7931'2002.
 DF7931'SECTION 35, TOWNSHIP 33 NORTH, RANGE 5 EAST.
 DF7931'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7184 ***********************************************************************
 AC7184  DESIGNATION -  GR 38
 AC7184  PID         -  AC7184
 AC7184  STATE/COUNTY-  MO/GREENE
 AC7184  USGS QUAD   -  GALLOWAY (1975)
 AC7184
 AC7184                         *CURRENT SURVEY CONTROL
 AC7184  ___________________________________________________________________
 AC7184* NAD 83(1997)-  37 14 17.44538(N)    093 12 09.12892(W)     ADJUSTED  
 AC7184* NAVD 88     -       422.1    (meters)    1385.     (feet)  GPS OBS   
 AC7184  ___________________________________________________________________
 AC7184  X           -    -284,040.984 (meters)                     COMP
 AC7184  Y           -  -5,076,414.057 (meters)                     COMP
 AC7184  Z           -   3,838,708.274 (meters)                     COMP
 AC7184  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 AC7184  ELLIP HEIGHT-         393.01  (meters)          (02/17/00) GPS OBS
 AC7184  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AC7184
 AC7184  HORZ ORDER  -  FIRST
 AC7184  ELLP ORDER  -  FOURTH    CLASS I
 AC7184
 AC7184.The horizontal coordinates were established by GPS observations
 AC7184.and adjusted by the National Geodetic Survey in February 2000..
 AC7184
 AC7184.The orthometric height was determined by GPS observations and a
 AC7184.high-resolution geoid model.
 AC7184
 AC7184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7184
 AC7184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7184
 AC7184.The ellipsoidal height was determined by GPS observations
 AC7184.and is referenced to NAD 83.
 AC7184
 AC7184.The geoid height was determined by GEOID03.
 AC7184
 AC7184;                    North         East     Units Scale Factor Converg.
 AC7184;SPC MO C     -   156,115.190   437,665.439   MT  0.99998118   -0 25 30.5
 AC7184;UTM  15      - 4,121,314.117   482,035.515   MT  0.99960398   -0 07 21.2
 AC7184
 AC7184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7184!SPC MO C     -   0.99993833  x   0.99998118  =   0.99991951
 AC7184!UTM  15      -   0.99993833  x   0.99960398  =   0.99954233
 AC7184
 AC7184                          SUPERSEDED SURVEY CONTROL
 AC7184
 AC7184  NAD 83(1997)-  37 14 17.44558(N)    093 12 09.12883(W) AD(       ) 1
 AC7184  NAD 83(1986)-  37 14 17.45835(N)    093 12 09.12903(W) AD(       ) 1
 AC7184
 AC7184.Superseded values are not recommended for survey control.
 AC7184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7184.See file dsdata.txt to determine how the superseded data were derived.
 AC7184
 AC7184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8203621314(NAD 83)
 AC7184_MARKER: DD = SURVEY DISK
 AC7184_SETTING: 66 = SET IN ROCK OUTCROP
 AC7184_STAMPING: GR-38 1993
 AC7184_MARK LOGO: MODNR 
 AC7184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7184+STABILITY: POSITION/ELEVATION WELL
 AC7184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7184+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7184
 AC7184  HISTORY     - Date     Condition        Report By
 AC7184  HISTORY     - 1993     MONUMENTED       MODNR
 AC7184
 AC7184                          STATION DESCRIPTION
 AC7184
 AC7184'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7184'THE STATION IS A STANDARD ALUMINUM DNR GRS DISK SET IN A DRILL HOLE IN
 AC7184'A 12 INCH BY 24 INCH LIMESTONE OUTCROP LOCATED BETWEEN THE RAILROAD
 AC7184'TRACKS AND MISSOURI ROUTE -744- IN THE NW 1/4 OF SECTION 11, T29N,
 AC7184'R21W.  THE STATION IS 24.5 FT (7.5 M) NORTH OF THE NORTH RAIL OF THE
 AC7184'SPUR LINE, 39.8 FT (12.1 M) SOUTH OF THE CENTERLINE OF HIGHWAY -744-,
 AC7184'89.1 FT (27.2 M) EAST OF A NAIL AND SHINER IN A RAILROAD CROSSING SIGN
 AC7184'POST AND 4 FT (1.2 M) EAST OF A CARSONITE SIGN POST. THE AZIMUTH MARK
 AC7184'IS A STANDARD ALUMINUM DNR GRS DISK SET IN A 12 INCH DIAMETER CONCRETE
 AC7184'POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.2 MI (0.3
 AC7184'KM) WEST OF THE STATION.  THE MARK IS 30.9 FT (9.4 M) NORTH OF THE
 AC7184'CENTERLINE OF HIGHWAY -744-, 9.2 FT (2.8 M) SOUTH OF A FENCE AROUND
 AC7184'THOMPSON CULVERT COMPANY PROPERTY, 54.7 FT (16.7 M) WEST OF A NAIL AND
 AC7184'SHINER IN A UTILITY POLE, 16.6 FT (5.1 M) SOUTHEAST OF A NAIL AND
 AC7184'SHINER IN A UTILITY POLE, 43.0 FT (13.1 M) EAST OF THE SOUTHWEST FENCE
 AC7184'CORNER, AND 8.8 FT (2.7 M) SOUTH OF A CARSONITE SIGN POST. TO REACH
 AC7184'THE STATION FROM THE OVERPASS ON EAST KEARNEY (MO 744) ACROSS U.S.
 AC7184'HIGHWAY 65 ON THE EAST SIDE OF SPRINGFIELD, GO EAST ON KEARNEY FOR 1.2
 AC7184'MI (1.9 KM) TO A CURVE TO THE LEFT, THE RAILROAD ON THE RIGHT AND THE
 AC7184'STATION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC7184'RETURN WEST ON KEARNEY FOR 0.2 MI (0.3 KM) TO THE THOMPSON CULVERT
 AC7184'COMPANY AND THE MARK ON THE RIGHT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7185 ***********************************************************************
 AC7185  DESIGNATION -  GR 39
 AC7185  PID         -  AC7185
 AC7185  STATE/COUNTY-  MO/GREENE
 AC7185  USGS QUAD   -  GALLOWAY (1975)
 AC7185
 AC7185                         *CURRENT SURVEY CONTROL
 AC7185  ___________________________________________________________________
 AC7185* NAD 83(1997)-  37 14 13.65906(N)    093 10 04.79944(W)     ADJUSTED  
 AC7185* NAVD 88     -       413.5    (meters)    1357.     (feet)  GPS OBS   
 AC7185  ___________________________________________________________________
 AC7185  X           -    -280,984.568 (meters)                     COMP
 AC7185  Y           -  -5,076,648.070 (meters)                     COMP
 AC7185  Z           -   3,838,610.159 (meters)                     COMP
 AC7185  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 AC7185  ELLIP HEIGHT-         384.45  (meters)          (02/17/00) GPS OBS
 AC7185  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AC7185
 AC7185  HORZ ORDER  -  FIRST
 AC7185  ELLP ORDER  -  FOURTH    CLASS I
 AC7185
 AC7185.The horizontal coordinates were established by GPS observations
 AC7185.and adjusted by the National Geodetic Survey in February 2000..
 AC7185
 AC7185.The orthometric height was determined by GPS observations and a
 AC7185.high-resolution geoid model.
 AC7185
 AC7185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7185
 AC7185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7185
 AC7185.The ellipsoidal height was determined by GPS observations
 AC7185.and is referenced to NAD 83.
 AC7185
 AC7185.The geoid height was determined by GEOID03.
 AC7185
 AC7185;                    North         East     Units Scale Factor Converg.
 AC7185;SPC MO C     -   155,976.290   440,728.960   MT  0.99997659   -0 24 15.2
 AC7185;UTM  15      - 4,121,191.444   485,098.576   MT  0.99960274   -0 06 06.0
 AC7185
 AC7185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7185!SPC MO C     -   0.99993967  x   0.99997659  =   0.99991626
 AC7185!UTM  15      -   0.99993967  x   0.99960274  =   0.99954244
 AC7185
 AC7185                          SUPERSEDED SURVEY CONTROL
 AC7185
 AC7185  NAD 83(1997)-  37 14 13.65928(N)    093 10 04.79935(W) AD(       ) 1
 AC7185  NAD 83(1986)-  37 14 13.67204(N)    093 10 04.79952(W) AD(       ) 1
 AC7185
 AC7185.Superseded values are not recommended for survey control.
 AC7185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7185.See file dsdata.txt to determine how the superseded data were derived.
 AC7185
 AC7185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8509921191(NAD 83)
 AC7185_MARKER: DD = SURVEY DISK
 AC7185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7185_STAMPING: GR-39 1993
 AC7185_MARK LOGO: MODNR 
 AC7185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7185+STABILITY: SURFACE MOTION
 AC7185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7185+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 AC7185
 AC7185  HISTORY     - Date     Condition        Report By
 AC7185  HISTORY     - 1993     MONUMENTED       MODNR
 AC7185  HISTORY     - 20060828 GOOD             GEOCAC
 AC7185
 AC7185                          STATION DESCRIPTION
 AC7185
 AC7185'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7185'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS
 AC7185'SET IN CONCRETE.  THE SURFACE MARK IS IN A 12 INCH DIAMETER CONCRETE
 AC7185'POST FLUSH WITH THE SURFACE 0.832 M (2.730 FT) ABOVE THE UNDERGROUND
 AC7185'MARK LOCATED IN THE NORTH RIGHT-OF-WAY OF FARM ROAD -116- IN THE SW
 AC7185'1/4 OF SECTION 6, T29N, R20W.  THE STATION IS 18.8 FT (5.7 M) NORTH OF
 AC7185'THE ROAD CENTERLINE, 57.3 FT (17.5 M) WEST OF A NAIL AND SHINER IN A
 AC7185'WOODEN FENCE POST, 8.9 FT (2.7 M) SOUTHWEST OF A STEEL POST, 6.1 FT
 AC7185'(1.9 M) SOUTHEAST OF ANOTHER STEEL POST, 4.3 FT (1.3 M) SOUTH OF THE
 AC7185'RIGHT-OF-WAY FENCE, AND 4.3 FT (1.3 M) SOUTH OF A CARSONITE SIGN POST.
 AC7185'THE AZIMUTH MARK IS A STANDARD ALUMINUM DNR GRS DISK SET IN A 12 INCH
 AC7185'DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED
 AC7185'ABOUT 0.3 MI (0.5 KM) WEST OF THE STATION IN THE NORTH RIGHT-OF-WAY OF
 AC7185'FARM ROAD -116-, AND 273 FT (83.2 M) EAST OF THE INTERSECTION WITH
 AC7185'FARM ROAD -203-.  THE MARK IS 18.0 FT (5.5 M) NORTH OF THE ROAD
 AC7185'CENTERLINE, 1.6 FT (0.5 M) SOUTH OF THE RIGHT-OF-WAY FENCE, 65.8 FT
 AC7185'(20.1 M) EAST OF A NAIL AND SHINER IN A FENCE POST, 72.8 FT (22.2 M)
 AC7185'WEST OF A NAIL AND SHINER IN A POWER POLE, AND 2.2 FT (0.7 M)
 AC7185'SOUTHEAST OF A CARSONITE SIGN POST. TO REACH THE STATION FROM THE
 AC7185'INTERSECTION OF ROADS -744-, -OO-, AND FARM ROAD -199- WHICH IS SOUTH
 AC7185'OF THE I-44 AND 744 EXIT BETWEEN SPRINGFIELD AND STRAFFORD, GO SOUTH
 AC7185'ON FARM ROAD -199- FOR 0.65 MI (1.05 KM) TO SHARP TURN LEFT.  TURN
 AC7185'LEFT AND GO EAST 0.85 MI (1.37 KM) ON FARM ROAD -116- TO THE STATION
 AC7185'ON THE LEFT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC7185'RETURN WEST ON FARM ROAD -116- FOR 0.3 MI (0.5 KM) TO TOP OF HILL AND
 AC7185'THE MARK ON THE RIGHT 273 FT (83.2 M) EAST OF THE INTERSECTION WITH
 AC7185'FARM ROAD -203-. DATE OF REPORT 08-23-1996
 AC7185
 AC7185                          STATION RECOVERY (2006)
 AC7185
 AC7185'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 AC7185'GEOCAC FIRST RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7186 ***********************************************************************
 AC7186  DESIGNATION -  GR 40
 AC7186  PID         -  AC7186
 AC7186  STATE/COUNTY-  MO/GREENE
 AC7186  USGS QUAD   -  GALLOWAY (1975)
 AC7186
 AC7186                         *CURRENT SURVEY CONTROL
 AC7186  ___________________________________________________________________
 AC7186* NAD 83(1997)-  37 13 02.71651(N)    093 11 51.98306(W)     ADJUSTED  
 AC7186* NAVD 88     -       410.1    (meters)    1345.     (feet)  GPS OBS   
 AC7186  ___________________________________________________________________
 AC7186  X           -    -283,696.224 (meters)                     COMP
 AC7186  Y           -  -5,077,819.801 (meters)                     COMP
 AC7186  Z           -   3,836,866.585 (meters)                     COMP
 AC7186  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AC7186  ELLIP HEIGHT-         381.05  (meters)          (02/17/00) GPS OBS
 AC7186  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 AC7186
 AC7186  HORZ ORDER  -  FIRST
 AC7186  ELLP ORDER  -  FOURTH    CLASS I
 AC7186
 AC7186.The horizontal coordinates were established by GPS observations
 AC7186.and adjusted by the National Geodetic Survey in February 2000..
 AC7186
 AC7186.The orthometric height was determined by GPS observations and a
 AC7186.high-resolution geoid model.
 AC7186
 AC7186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7186
 AC7186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7186
 AC7186.The ellipsoidal height was determined by GPS observations
 AC7186.and is referenced to NAD 83.
 AC7186
 AC7186.The geoid height was determined by GEOID03.
 AC7186
 AC7186;                    North         East     Units Scale Factor Converg.
 AC7186;SPC MO C     -   153,808.407   438,071.059   MT  0.99998056   -0 25 19.4
 AC7186;UTM  15      - 4,119,010.377   482,453.151   MT  0.99960379   -0 07 10.6
 AC7186
 AC7186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7186!SPC MO C     -   0.99994021  x   0.99998056  =   0.99992077
 AC7186!UTM  15      -   0.99994021  x   0.99960379  =   0.99954402
 AC7186
 AC7186                          SUPERSEDED SURVEY CONTROL
 AC7186
 AC7186  NAD 83(1997)-  37 13 02.71671(N)    093 11 51.98297(W) AD(       ) 1
 AC7186  NAD 83(1986)-  37 13 02.72946(N)    093 11 51.98324(W) AD(       ) 1
 AC7186
 AC7186.Superseded values are not recommended for survey control.
 AC7186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7186.See file dsdata.txt to determine how the superseded data were derived.
 AC7186
 AC7186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8245319010(NAD 83)
 AC7186_MARKER: DD = SURVEY DISK
 AC7186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7186_STAMPING: GR-40 1993
 AC7186_MARK LOGO: MODNR 
 AC7186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7186+STABILITY: SURFACE MOTION
 AC7186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7186+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7186
 AC7186  HISTORY     - Date     Condition        Report By
 AC7186  HISTORY     - 1993     MONUMENTED       MODNR
 AC7186
 AC7186                          STATION DESCRIPTION
 AC7186
 AC7186'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7186'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS
 AC7186'IN CONCRETE.  THE SURFACE MARK IS SET IN A 12 INCH DIAMETER CONCRETE
 AC7186'POST FLUSH WITH THE SURFACE 0.829 M (2.720 FT) ABOVE THE UNDERGROUND
 AC7186'MARK AND IS LOCATED IN THE EAST RIGHT-OF-WAY OF FARM ROAD -193- IN THE
 AC7186'NE 1/4 OF SECTION 14, T29N, R21W.  THE STATION IS 12.9 FT (3.9 M) EAST
 AC7186'OF THE ROAD CENTERLINE, 32.8 FT (10.0 M) SOUTH OF THE CENTER OF A
 AC7186'PRIVATE DRIVEWAY, 86.8 FT (26.5 M) SOUTH OF A NAIL AND SHINER IN A
 AC7186'POWER POLE, 17.9 FT (5.5 M) NORTH OF MAILBOX 1100, AND 2.5 FT (0.8 M)
 AC7186'NORTH OF A CARSONITE SIGN POST. THE AZIMUTH MARK IS A STANDARD
 AC7186'ALUMINUM DNR GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH
 AC7186'WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.4 MI (0.6 KM) NORTH OF
 AC7186'THE STATION AT THE INTERSECTION OF FARM ROAD -193- AND MISSOURI
 AC7186'HIGHWAY -YY-.  THE MARK IS 70.8 FT (21.6 M) SOUTH OF -YY- CENTERLINE,
 AC7186'21.8 FT (6.6 M) WEST OF ROAD -193- CENTER LINE, 36.0 FT (11.0 M)
 AC7186'SOUTHEAST OF A NAIL AND SHINER IN A UTILITY POLE, 12.6 FT (3.8 M)
 AC7186'NORTH OF A STEEL RIGHT-OF-WAY MARKER, 53.8 FT (16.4 M) SOUTH OF THE
 AC7186'SOUTH END OF A CULVERT UNDER HIGHWAY -YY-, 5.6 FT (1.7 M) NORTHEAST OF
 AC7186'A FENCE AND 5.3 FT (1.6 M) EAST OF A CARSONITE SIGN POST. TO REACH THE
 AC7186'STATION FROM THE OVERPASS OF -YY- (DIVISION ST.) ACROSS U.S.  HIGHWAY
 AC7186'65, GO EAST ON -YY- FOR 1.55 MI (2.49 KM) TO T-ROAD INTERSECTION WITH
 AC7186'FARM ROAD -193-.  TURN RIGHT AND GO SOUTH ON FARM ROAD -193- FOR 0.4
 AC7186'MI (0.6 KM) TO TOP OF HILL AND THE STATION ON THE LEFT. TO REACH THE
 AC7186'AZIMUTH MARK FROM THE STATION, RETURN NORTH ON FARM ROAD -193- FOR 0.4
 AC7186'MI (0.6 KM) TO -YY- HIGHWAY AND THE MARK AS DESCRIBED. DATE OF REPORT
 AC7186'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7187 ***********************************************************************
 AC7187  DESIGNATION -  GR 41
 AC7187  PID         -  AC7187
 AC7187  STATE/COUNTY-  MO/GREENE
 AC7187  USGS QUAD   -  GALLOWAY (1975)
 AC7187
 AC7187                         *CURRENT SURVEY CONTROL
 AC7187  ___________________________________________________________________
 AC7187* NAD 83(1997)-  37 12 27.92483(N)    093 09 53.14665(W)     ADJUSTED  
 AC7187* NAVD 88     -       416.0    (meters)    1365.     (feet)  GPS OBS   
 AC7187  ___________________________________________________________________
 AC7187  X           -    -280,806.743 (meters)                     COMP
 AC7187  Y           -  -5,078,634.871 (meters)                     COMP
 AC7187  Z           -   3,836,015.962 (meters)                     COMP
 AC7187  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 AC7187  ELLIP HEIGHT-         387.03  (meters)          (02/17/00) GPS OBS
 AC7187  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AC7187
 AC7187  HORZ ORDER  -  FIRST
 AC7187  ELLP ORDER  -  FOURTH    CLASS I
 AC7187
 AC7187.The horizontal coordinates were established by GPS observations
 AC7187.and adjusted by the National Geodetic Survey in February 2000..
 AC7187
 AC7187.The orthometric height was determined by GPS observations and a
 AC7187.high-resolution geoid model.
 AC7187
 AC7187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7187
 AC7187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7187
 AC7187.The ellipsoidal height was determined by GPS observations
 AC7187.and is referenced to NAD 83.
 AC7187
 AC7187.The geoid height was determined by GEOID03.
 AC7187
 AC7187;                    North         East     Units Scale Factor Converg.
 AC7187;SPC MO C     -   152,714.822   440,993.292   MT  0.99997621   -0 24 07.2
 AC7187;UTM  15      - 4,117,932.635   485,380.017   MT  0.99960263   -0 05 58.7
 AC7187
 AC7187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7187!SPC MO C     -   0.99993927  x   0.99997621  =   0.99991548
 AC7187!UTM  15      -   0.99993927  x   0.99960263  =   0.99954192
 AC7187
 AC7187                          SUPERSEDED SURVEY CONTROL
 AC7187
 AC7187  NAD 83(1997)-  37 12 27.92503(N)    093 09 53.14656(W) AD(       ) 1
 AC7187  NAD 83(1986)-  37 12 27.93779(N)    093 09 53.14681(W) AD(       ) 1
 AC7187
 AC7187.Superseded values are not recommended for survey control.
 AC7187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7187.See file dsdata.txt to determine how the superseded data were derived.
 AC7187
 AC7187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8538017933(NAD 83)
 AC7187_MARKER: DD = SURVEY DISK
 AC7187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7187_STAMPING: GR-41 1993
 AC7187_MARK LOGO: MODNR 
 AC7187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7187+STABILITY: SURFACE MOTION
 AC7187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7187+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7187
 AC7187  HISTORY     - Date     Condition        Report By
 AC7187  HISTORY     - 1993     MONUMENTED       MODNR
 AC7187
 AC7187                          STATION DESCRIPTION
 AC7187
 AC7187'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7187'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS
 AC7187'SET IN CONCRETE.  THE SURFACE MARK IS SET IN A 12 INCH DIAMETER
 AC7187'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.911 M (2.989 FT) ABOVE
 AC7187'THE UNDERGROUND MARK LOCATED IN THE NORTH RIGHT-OF-WAY OF FARM ROAD
 AC7187'-132- IN THE SW 1/4 OF SECTION 18, T29N, R20W.  THE STATION IS 22 FT
 AC7187'(6.7 M) NORTH OF THE ROAD CENTERLINE, 4.1 FT (1.2 M) SOUTH OF THE
 AC7187'RIGHT-OF-WAY FENCE, 6.9 FT (2.1 M) SOUTHWEST OF A NAIL AND SHINER IN A
 AC7187'FENCE POST, 6.8 FT (2.1 M) SOUTHEAST OF ANOTHER NAIL AND SHINER IN A
 AC7187'FENCE POST, 66.6 FT (20.3 M) EAST OF A NAIL AND SHINER IN A UTILITY
 AC7187'POLE, 41.2 FT (12.6 M) NORTHWEST OF A NAIL AND SHINER IN A POWER POLE,
 AC7187'AND 4.0 FT (1.2 M) SOUTH OF A CARSONITE SIGN POST. THE AZIMUTH MARK IS
 AC7187'A STANDARD ALUMINUM DNR GRS DISK SET IN A 12 INCH DIAMETER CONCRETE
 AC7187'POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.2 MI (0.3
 AC7187'KM) EAST OF THE STATION IN THE SOUTH RIGHT-OF-WAY OF FARM ROAD -132-.
 AC7187'THE MARK IS 21.9 FT (6.7 M) SOUTH OF THE ROAD CENTERLINE, 19.0 FT (5.8
 AC7187'M) EAST OF A FIELD ENTRANCE CENTERLINE, 59.6 FT (18.2 M) SOUTHWEST OF
 AC7187'A NAIL AND SHINER IN A UTILITY POLE, 2.7 FT (0.8 M) NORTH OF A NAIL
 AC7187'AND SHINER IN A CORNER FENCE POST, 10.8 FT (3.3 M) NORTHEAST OF THE
 AC7187'EASTERNMOST GATE POST, AND 1.8 FT (0.5 M) NORTH OF A CARSONITE SIGN
 AC7187'POST. TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 65
 AC7187'AND MISSOURI ROUTE -YY- (DIVISION STREET) , GO SOUTH ON U.S.  HIGHWAY
 AC7187'65 1.0 MI (1.6 KM) TO JUNCTION WITH CHESTNUT EXPRESSWAY.  EXIT U.S.
 AC7187'HIGHWAY 65 AND GO EAST ON CHESTNUT EXPRESSWAY (FARM ROAD 132) FOR 3.4
 AC7187'MI (5.5 KM) TO THE STATION ON THE LEFT AS DESCRIBED. TO REACH THE
 AC7187'AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON CHESTNUT EXPRESSWAY
 AC7187'FOR 0.20 MI (0.32 KM) TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AC7187'DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7196 ***********************************************************************
 AC7196  DESIGNATION -  GR 42
 AC7196  PID         -  AC7196
 AC7196  STATE/COUNTY-  MO/GREENE
 AC7196  USGS QUAD   -  SPRINGFIELD (1975)
 AC7196
 AC7196                         *CURRENT SURVEY CONTROL
 AC7196  ___________________________________________________________________
 AC7196* NAD 83(1997)-  37 12 18.00342(N)    093 21 03.43571(W)     ADJUSTED  
 AC7196* NAVD 88     -       376.7    (meters)    1236.     (feet)  GPS OBS   
 AC7196  ___________________________________________________________________
 AC7196  X           -    -297,318.003 (meters)                     COMP
 AC7196  Y           -  -5,077,848.746 (meters)                     COMP
 AC7196  Z           -   3,835,748.439 (meters)                     COMP
 AC7196  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 AC7196  ELLIP HEIGHT-         347.50  (meters)          (02/17/00) GPS OBS
 AC7196  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AC7196
 AC7196  HORZ ORDER  -  FIRST
 AC7196  ELLP ORDER  -  FOURTH    CLASS I
 AC7196
 AC7196.The horizontal coordinates were established by GPS observations
 AC7196.and adjusted by the National Geodetic Survey in February 2000..
 AC7196
 AC7196.The orthometric height was determined by GPS observations and a
 AC7196.high-resolution geoid model.
 AC7196
 AC7196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7196
 AC7196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7196
 AC7196.The ellipsoidal height was determined by GPS observations
 AC7196.and is referenced to NAD 83.
 AC7196
 AC7196.The geoid height was determined by GEOID03.
 AC7196
 AC7196;                    North         East     Units Scale Factor Converg.
 AC7196;SPC MO C     -   152,541.176   424,463.245   MT  1.00000360   -0 30 52.5
 AC7196;UTM  15      - 4,117,671.859   468,857.440   MT  0.99961195   -0 12 44.0
 AC7196
 AC7196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7196!SPC MO C     -   0.99994547  x   1.00000360  =   0.99994907
 AC7196!UTM  15      -   0.99994547  x   0.99961195  =   0.99955744
 AC7196
 AC7196                          SUPERSEDED SURVEY CONTROL
 AC7196
 AC7196  NAD 83(1997)-  37 12 18.00353(N)    093 21 03.43567(W) AD(       ) 1
 AC7196  NAD 83(1986)-  37 12 18.01605(N)    093 21 03.43630(W) AD(       ) 1
 AC7196
 AC7196.Superseded values are not recommended for survey control.
 AC7196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7196.See file dsdata.txt to determine how the superseded data were derived.
 AC7196
 AC7196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6885717672(NAD 83)
 AC7196_MARKER: DD = SURVEY DISK
 AC7196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7196_STAMPING: GR-42 1993
 AC7196_MARK LOGO: MODNR 
 AC7196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7196+STABILITY: SURFACE MOTION
 AC7196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7196+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7196
 AC7196  HISTORY     - Date     Condition        Report By
 AC7196  HISTORY     - 1993     MONUMENTED       MODNR
 AC7196
 AC7196                          STATION DESCRIPTION
 AC7196
 AC7196'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7196'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISK
 AC7196'SET IN CONCRETE.  THE SURFACE MARK IS SET IN A 12 INCH DIAMETER
 AC7196'CONCRETE POST FLUSH WITH THE SURFACE 0.838 M (2.749 FT) ABOVE THE
 AC7196'UNDERGROUND MARK AND IS LOCATED IN THE NORTH RIGHT-OF-WAY OF WEST MT.
 AC7196'VERNON STREET AT THE CHRIST UNITED METHODIST CHURCH PARKING LOT IN THE
 AC7196'NE 1/4 OF SECTION 20, T29N, R22W.  THE STATION IS 24.5 FT (7.5 M)
 AC7196'NORTH OF THE STREET CENTERLINE, 32.4 FT (9.9 M) SOUTHWEST OF A STEEL
 AC7196'PIPE POST, 32.8 FT (10.0 M) SOUTHEAST OF ANOTHER STEEL PIPE POST, 20.3
 AC7196'FT (6.2 M) NORTHEAST OF THE EAST END OF A CULVERT, AND 20.8 FT (6.3 M)
 AC7196'NORTHWEST OF THE WEST END OF ANOTHER CULVERT. THE AZIMUTH MARK IS A
 AC7196'STANDARD ALUMINUM DNR GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST
 AC7196'FLUSH WITH THE GROUND SURFACE LOCATED ABOUT 0.25 MI (0.40 KM) WEST OF
 AC7196'THE STATION IN THE SOUTH RIGHT-OF-WAY OF WEST MT.  VERNON STREET.  THE
 AC7196'MARK IS 3.3 FT (1.0 M) NORTH OF A NAIL AND SHINER IN A TELEPHONE POLE,
 AC7196'17.9 FT (5.5 M) SOUTH OF THE STREET CENTERLINE, 44.1 FT (13.4 M)
 AC7196'SOUTH-SOUTHWEST OF A NAIL AND SHINER IN A UTILITY POLE, 84.8 FT (25.8
 AC7196'M) EAST OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE 3810 AND 105.0 FT
 AC7196'(32.0 M) WEST OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE 3756. TO
 AC7196'REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS -160- AND -13-
 AC7196'(WEST BYPASS AND CHESTNUT EXPRESSWAY) GO SOUTH ON WEST BYPASS 0.5 MI
 AC7196'(0.8 KM) TO WEST MT.  VERNON.  TURN RIGHT AND GO WEST ON WEST MT.
 AC7196'VERNON APPROXIMATELY 450 FT (137.2 M) TO THE ENTRANCE TO THE CHRIST
 AC7196'UNITED METHODIST CHURCH AND THE STATION AS DESCRIBED. TO REACH THE
 AC7196'AZIMUTH MARK FROM THE STATION, GO WEST ON MT.  VERNON 0.25 MI (0.40
 AC7196'KM) JUST PAST SOUTH DUKE AVENUE AND THE MARK AS DESCRIBED. DATE OF
 AC7196'REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7195 ***********************************************************************
 AC7195  DESIGNATION -  GR 43
 AC7195  PID         -  AC7195
 AC7195  STATE/COUNTY-  MO/GREENE
 AC7195  USGS QUAD   -  BROOKLINE (1975)
 AC7195
 AC7195                         *CURRENT SURVEY CONTROL
 AC7195  ___________________________________________________________________
 AC7195* NAD 83(1997)-  37 12 43.72221(N)    093 22 50.70323(W)     ADJUSTED  
 AC7195* NAVD 88     -       392.9    (meters)    1289.     (feet)  GPS OBS   
 AC7195  ___________________________________________________________________
 AC7195  X           -    -299,931.169 (meters)                     COMP
 AC7195  Y           -  -5,077,227.636 (meters)                     COMP
 AC7195  Z           -   3,836,389.715 (meters)                     COMP
 AC7195  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AC7195  ELLIP HEIGHT-         363.66  (meters)          (02/17/00) GPS OBS
 AC7195  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 AC7195
 AC7195  HORZ ORDER  -  FIRST
 AC7195  ELLP ORDER  -  FOURTH    CLASS I
 AC7195
 AC7195.The horizontal coordinates were established by GPS observations
 AC7195.and adjusted by the National Geodetic Survey in February 2000..
 AC7195
 AC7195.The orthometric height was determined by GPS observations and a
 AC7195.high-resolution geoid model.
 AC7195
 AC7195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7195
 AC7195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7195
 AC7195.The ellipsoidal height was determined by GPS observations
 AC7195.and is referenced to NAD 83.
 AC7195
 AC7195.The geoid height was determined by GEOID03.
 AC7195
 AC7195;                    North         East     Units Scale Factor Converg.
 AC7195;SPC MO C     -   153,358.184   421,825.608   MT  1.00000859   -0 31 57.6
 AC7195;UTM  15      - 4,118,474.620   466,216.567   MT  0.99961406   -0 13 49.0
 AC7195
 AC7195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7195!SPC MO C     -   0.99994293  x   1.00000859  =   0.99995152
 AC7195!UTM  15      -   0.99994293  x   0.99961406  =   0.99955702
 AC7195
 AC7195                          SUPERSEDED SURVEY CONTROL
 AC7195
 AC7195  NAD 83(1997)-  37 12 43.72233(N)    093 22 50.70318(W) AD(       ) 1
 AC7195  NAD 83(1986)-  37 12 43.73479(N)    093 22 50.70387(W) AD(       ) 1
 AC7195
 AC7195.Superseded values are not recommended for survey control.
 AC7195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7195.See file dsdata.txt to determine how the superseded data were derived.
 AC7195
 AC7195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6621718475(NAD 83)
 AC7195_MARKER: DD = SURVEY DISK
 AC7195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7195_STAMPING: GR-43 1993
 AC7195_MARK LOGO: MODNR 
 AC7195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7195+STABILITY: SURFACE MOTION
 AC7195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7195+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7195
 AC7195  HISTORY     - Date     Condition        Report By
 AC7195  HISTORY     - 1993     MONUMENTED       MODNR
 AC7195
 AC7195                          STATION DESCRIPTION
 AC7195
 AC7195'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7195'THE STATION IS A STANDARD ALUMINUM DNR GRS DISK SET IN A 12 INCH
 AC7195'DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE STATION IS
 AC7195'LOCATED AT THE INTERSECTION OF BUSINESS LOOP 44 AND FARM ROAD -115- IN
 AC7195'THE WESTERN PART OF SPRINGFIELD IN THE NW 1/4 OF SECTION 19, T29N,
 AC7195'R22W.  THE STATION IS 134.5 FT (41.0 M) SOUTH OF THE CENTERLINE OF
 AC7195'EASTBOUND BUSINESS LOOP 44, 45.3 FT (13.8 M) SOUTHEAST OF THE
 AC7195'CENTERLINE OF ROAD -115-, 85.0 FT (25.9 M) EAST OF A STEEL
 AC7195'RIGHT-OF-WAY MARKER, 118.5 FT (36.1 M) NORTHWEST OF ANOTHER STEEL
 AC7195'RIGHT-OF-WAY POST AND 2.5 FT (0.8 M) NORTH OF A CARSONITE SIGN POST.
 AC7195'THE AZIMUTH MARK IS A STANDARD ALUMINUM DNR GRS DISK SET IN A 12 INCH
 AC7195'DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED
 AC7195'ABOUT 0.25 MI (0.40 KM) NORTH OF THE STATION AT INTERSECTION OF FARM
 AC7195'ROADS -117- AND -130-.  THE MARK IS 30.5 FT (9.3 M) EAST OF THE
 AC7195'CENTERLINE OF THE INTERSECTION, 84.6 FT (25.8 M) SOUTHEAST OF THE
 AC7195'SOUTH EDGE OF THE EASTBOUND LANE OF INTERSTATE HIGHWAY 44, 88.8 FT
 AC7195'(27.1 M) NORTH OF A NAIL AND SHINER IN A UTILITY POLE, 75.3 FT (23.0
 AC7195'M) NORTHWEST OF A ROAD SIGN, 91.2 FT (27.8 M) SOUTHWEST OF A NAIL AND
 AC7195'SHINER IN A UTILITY POLE AND 2.6 FT (0.8 M) EAST OF A CARSONITE SIGN
 AC7195'POST. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS -160-,
 AC7195'-13-, -266- (CHESTNUT EXPRESSWAY AND WEST BYPASS) GO WEST ON CHESTNUT
 AC7195'EXPRESSWAY 1.75 MI (2.82 KM) TO FARM ROAD -117- ON THE RIGHT, AND FARM
 AC7195'ROAD -115- ON THE LEFT JUST BEFORE REACHING I-44.  TURN LEFT ONTO FARM
 AC7195'ROAD -115- AND THE STATION ON THE LEFT AS DESCRIBED. TO REACH THE
 AC7195'AZIMUTH MARK FROM THE STATION, GO NORTH ON FARM ROAD -117- FOR 0.25 MI
 AC7195'(0.40 KM) TO FARM ROAD -130- ON THE RIGHT AND THE MARK ON THE LEFT.
 AC7195'DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7193 ***********************************************************************
 AC7193  DESIGNATION -  GR 44
 AC7193  PID         -  AC7193
 AC7193  STATE/COUNTY-  MO/GREENE
 AC7193  USGS QUAD   -  BROOKLINE (1975)
 AC7193
 AC7193                         *CURRENT SURVEY CONTROL
 AC7193  ___________________________________________________________________
 AC7193* NAD 83(1997)-  37 11 00.52913(N)    093 23 32.27102(W)     ADJUSTED  
 AC7193* NAVD 88     -       390.1    (meters)    1280.     (feet)  GPS OBS   
 AC7193  ___________________________________________________________________
 AC7193  X           -    -301,068.036 (meters)                     COMP
 AC7193  Y           -  -5,079,084.863 (meters)                     COMP
 AC7193  Z           -   3,833,853.824 (meters)                     COMP
 AC7193  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AC7193  ELLIP HEIGHT-         360.83  (meters)          (02/17/00) GPS OBS
 AC7193  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AC7193
 AC7193  HORZ ORDER  -  FIRST
 AC7193  ELLP ORDER  -  FOURTH    CLASS I
 AC7193
 AC7193.The horizontal coordinates were established by GPS observations
 AC7193.and adjusted by the National Geodetic Survey in February 2000..
 AC7193
 AC7193.The orthometric height was determined by GPS observations and a
 AC7193.high-resolution geoid model.
 AC7193
 AC7193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7193
 AC7193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7193
 AC7193.The ellipsoidal height was determined by GPS observations
 AC7193.and is referenced to NAD 83.
 AC7193
 AC7193.The geoid height was determined by GEOID03.
 AC7193
 AC7193;                    North         East     Units Scale Factor Converg.
 AC7193;SPC MO C     -   150,186.631   420,770.769   MT  1.00001063   -0 32 21.5
 AC7193;UTM  15      - 4,115,298.800   465,178.886   MT  0.99961494   -0 14 13.5
 AC7193
 AC7193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7193!SPC MO C     -   0.99994338  x   1.00001063  =   0.99995401
 AC7193!UTM  15      -   0.99994338  x   0.99961494  =   0.99955834
 AC7193
 AC7193                          SUPERSEDED SURVEY CONTROL
 AC7193
 AC7193  NAD 83(1997)-  37 11 00.52925(N)    093 23 32.27097(W) AD(       ) 1
 AC7193  NAD 83(1986)-  37 11 00.54161(N)    093 23 32.27166(W) AD(       ) 1
 AC7193
 AC7193.Superseded values are not recommended for survey control.
 AC7193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7193.See file dsdata.txt to determine how the superseded data were derived.
 AC7193
 AC7193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6517915299(NAD 83)
 AC7193_MARKER: DD = SURVEY DISK
 AC7193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7193_STAMPING: GR-44 1993
 AC7193_MARK LOGO: MODNR 
 AC7193_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7193+STABILITY: SURFACE MOTION
 AC7193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7193+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7193
 AC7193  HISTORY     - Date     Condition        Report By
 AC7193  HISTORY     - 1993     MONUMENTED       MODNR
 AC7193
 AC7193                          STATION DESCRIPTION
 AC7193
 AC7193'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7193'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS
 AC7193'SET IN CONCRETE.  THE SURFACE MARK IS SET IN A 12 INCH DIAMETER
 AC7193'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.811 M (2.661 FT) ABOVE
 AC7193'THE UNDERGROUND MARK AND IS LOCATED IN THE NORTH RIGHT-OF-WAY OF FARM
 AC7193'ROAD -148- IN THE SE 1/4 OF SECTION 25, T29N, R23W.  THE STATION IS
 AC7193'2.0 FT (0.6 M) SOUTH OF THE RIGHT-OF-WAY FENCE, 38.1 FT (11.6 M)
 AC7193'SOUTHWEST OF A NAIL AND SHINER IN A UTILITY BRACE POLE, 68.8 FT (21.0
 AC7193'M) WEST OF THE CENTERLINE OF A DRIVEWAY ON THE NORTH SIDE OF ROAD 148,
 AC7193'46.4 FT (14.1 M) WEST OF THE CENTERLINE OF A DRIVEWAY ON THE SOUTH
 AC7193'SIDE OF ROAD -148-, 84.3 FT (25.7 M) NORTHEAST OF A NAIL AND SHINER IN
 AC7193'A POWER POLE, 2.0 FT (0.6 M) SOUTH OF A CARSONITE SIGN POST, AND 23.3
 AC7193'FT (7.1 M) NORTH OF THE CENTERLINE OF FARM ROAD -148-. THE AZIMUTH
 AC7193'MARK IS A STANDARD ALUMINUM DNR GRS DISK SET IN A 12 INCH DIAMETER
 AC7193'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND LOCATED ABOUT 0.27 MI
 AC7193'(0.43 KM) EAST OF THE STATION AT THE INTERSECTION OF FARM ROAD -148-
 AC7193'AND FARM ROAD -115-.  THE MARK IS 41.6 FT (12.7 M) SOUTHEAST OF A NAIL
 AC7193'AND SHINER IN A POWER POLE, 6.0 FT (1.8 M) WEST OF AN IRON ROD
 AC7193'PROPERTY CORNER MARKER, 39.3 FT (12.0 M) NORTHWEST OF A NAIL AND
 AC7193'SHINER IN A POWER POLE, 64.3 FT (19.6 M) NORTHEAST OF A NAIL AND
 AC7193'SHINER IN A POWER POLE, 14.5 FT (4.4 M) EAST OF THE CENTER LINE OF
 AC7193'ROAD 115, 14.5 FT (4.4 M) NORTH OF THE CENTERLINE OF ROAD -148-, AND
 AC7193'8.1 FT (2.5 M) WEST OF A CARSONITE SIGN POST. TO REACH THE STATION
 AC7193'FROM THE ROUTE -B- AND -MM- OVERPASS ACROSS I-44 ABOUT 6.0 MI (9.7 KM)
 AC7193'WEST OF DOWNTOWN SPRINGFIELD, GO SOUTH ON ROUTE -MM- FOR 1.15 MI (1.85
 AC7193'KM) TO THE INTERSECTION WITH FARM ROAD -148-. TURN LEFT AND GO EAST ON
 AC7193'FARM ROAD -148- FOR 1.7 MI (2.7 KM) TO THE STATION ON THE LEFT. TO
 AC7193'REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FARM ROAD -148-
 AC7193'FOR 0.275 MI (0.443 KM) TO THE T-ROAD INTERSECTION WITH FARM ROAD
 AC7193'-115- AND THE MARK AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7194 ***********************************************************************
 AC7194  DESIGNATION -  GR 45
 AC7194  PID         -  AC7194
 AC7194  STATE/COUNTY-  MO/GREENE
 AC7194  USGS QUAD   -  BROOKLINE (1975)
 AC7194
 AC7194                         *CURRENT SURVEY CONTROL
 AC7194  ___________________________________________________________________
 AC7194* NAD 83(1997)-  37 11 29.43199(N)    093 26 22.22723(W)     ADJUSTED  
 AC7194* NAVD 88     -       389.1    (meters)    1277.     (feet)  GPS OBS   
 AC7194  ___________________________________________________________________
 AC7194  X           -    -305,220.587 (meters)                     COMP
 AC7194  Y           -  -5,078,296.569 (meters)                     COMP
 AC7194  Z           -   3,834,563.035 (meters)                     COMP
 AC7194  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 AC7194  ELLIP HEIGHT-         359.72  (meters)          (02/17/00) GPS OBS
 AC7194  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 AC7194
 AC7194  HORZ ORDER  -  FIRST
 AC7194  ELLP ORDER  -  FOURTH    CLASS I
 AC7194
 AC7194.The horizontal coordinates were established by GPS observations
 AC7194.and adjusted by the National Geodetic Survey in February 2000..
 AC7194
 AC7194.The orthometric height was determined by GPS observations and a
 AC7194.high-resolution geoid model.
 AC7194
 AC7194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7194
 AC7194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7194
 AC7194.The ellipsoidal height was determined by GPS observations
 AC7194.and is referenced to NAD 83.
 AC7194
 AC7194.The geoid height was determined by GEOID03.
 AC7194
 AC7194;                    North         East     Units Scale Factor Converg.
 AC7194;SPC MO C     -   151,118.127   416,587.606   MT  1.00001901   -0 34 04.6
 AC7194;UTM  15      - 4,116,207.855   460,992.535   MT  0.99961874   -0 15 56.4
 AC7194
 AC7194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7194!SPC MO C     -   0.99994355  x   1.00001901  =   0.99996256
 AC7194!UTM  15      -   0.99994355  x   0.99961874  =   0.99956231
 AC7194
 AC7194                          SUPERSEDED SURVEY CONTROL
 AC7194
 AC7194  NAD 83(1997)-  37 11 29.43210(N)    093 26 22.22718(W) AD(       ) 1
 AC7194  NAD 83(1986)-  37 11 29.44429(N)    093 26 22.22792(W) AD(       ) 1
 AC7194
 AC7194.Superseded values are not recommended for survey control.
 AC7194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7194.See file dsdata.txt to determine how the superseded data were derived.
 AC7194
 AC7194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6099316208(NAD 83)
 AC7194_MARKER: DD = SURVEY DISK
 AC7194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7194_STAMPING: GR-45 1993
 AC7194_MARK LOGO: MODNR 
 AC7194_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7194+STABILITY: SURFACE MOTION
 AC7194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7194+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7194
 AC7194  HISTORY     - Date     Condition        Report By
 AC7194  HISTORY     - 1993     MONUMENTED       MODNR
 AC7194
 AC7194                          STATION DESCRIPTION
 AC7194
 AC7194'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7194'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS
 AC7194'SET IN CONCRETE.  THE SURFACE MARK IS IN A 12 INCH DIAMETER CONCRETE
 AC7194'POST FLUSH WITH THE GROUND SURFACE 0.843 M (2.766 FT) ABOVE THE
 AC7194'UNDERGROUND MARK LOCATED IN THE NORTH RIGHT-OF-WAY OF FARM ROAD -144-
 AC7194'IN THE NW 1/4 OF SECTION 27, T29N, R23W.  THE STATION IS 17.5 FT (5.3
 AC7194'M) NORTH OF THE ROAD CENTERLINE, 39.3 FT (12.0 M) SOUTHWEST OF A NAIL
 AC7194'AND SHINER IN A FENCE POST, 57.1 FT (17.4 M) NORTHEAST OF A NAIL AND
 AC7194'SHINER IN A POWER POLE, AND 2.6 FT (0.8 M) SOUTH OF A CARSONITE SIGN
 AC7194'POST IN THE NORTH RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS A STANDARD
 AC7194'ALUMINUM DNR GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH
 AC7194'WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.25 MI (0.40 KM) WEST OF
 AC7194'THE STATION IN THE SOUTH RIGHT-OF-WAY OF FARM ROAD -144-.  THE MARK IS
 AC7194'18.0 FT (5.5 M) SOUTH OF THE ROAD CENTERLINE, 39.8 FT (12.1 M)
 AC7194'SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE, 33.4 FT (10.2 M)
 AC7194'SOUTHEAST OF THE EAST END OF A ROCK WALL, AND 1.6 FT (0.5 M) NORTH OF
 AC7194'A CARSONITE SIGN POST IN THE SOUTH RIGHT-OF-WAY FENCE. TO REACH THE
 AC7194'STATION FROM THE MISSOURI ROUTES -B- AND -MM- OVERPASS ACROSS I-44
 AC7194'ABOUT 6.0 MI (9.7 KM) WEST OF DOWNTOWN SPRINGFIELD, GO SOUTH ON ROUTE
 AC7194'-MM- FOR 0.65 MI (1.05 KM) TO THE INTERSECTION WITH FARM ROAD -144-.
 AC7194'TURN RIGHT AND GO WEST ON FARM ROAD -144- FOR 0.9 MI (1.4 KM) TO THE
 AC7194'STATION ON THE LEFT. TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 AC7194'WEST ON FARM ROAD -144- FOR 0.25 MI (0.40 KM) TO A HOUSE AND A ROCK
 AC7194'WALL FENCE ON THE RIGHT AND THE MARK ON THE LEFT. DATE OF REPORT
 AC7194'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7192 ***********************************************************************
 AC7192  DESIGNATION -  GR 46
 AC7192  PID         -  AC7192
 AC7192  STATE/COUNTY-  MO/GREENE
 AC7192  USGS QUAD   -  BROOKLINE (1975)
 AC7192
 AC7192                         *CURRENT SURVEY CONTROL
 AC7192  ___________________________________________________________________
 AC7192* NAD 83(1997)-  37 09 14.24785(N)    093 23 42.19164(W)     ADJUSTED  
 AC7192* NAVD 88     -       389.3    (meters)    1277.     (feet)  GPS OBS   
 AC7192  ___________________________________________________________________
 AC7192  X           -    -301,429.519 (meters)                     COMP
 AC7192  Y           -  -5,081,045.909 (meters)                     COMP
 AC7192  Z           -   3,831,242.347 (meters)                     COMP
 AC7192  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AC7192  ELLIP HEIGHT-         360.06  (meters)          (02/17/00) GPS OBS
 AC7192  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AC7192
 AC7192  HORZ ORDER  -  FIRST
 AC7192  ELLP ORDER  -  FOURTH    CLASS I
 AC7192
 AC7192.The horizontal coordinates were established by GPS observations
 AC7192.and adjusted by the National Geodetic Survey in February 2000..
 AC7192
 AC7192.The orthometric height was determined by GPS observations and a
 AC7192.high-resolution geoid model.
 AC7192
 AC7192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7192
 AC7192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7192
 AC7192.The ellipsoidal height was determined by GPS observations
 AC7192.and is referenced to NAD 83.
 AC7192
 AC7192.The geoid height was determined by GEOID03.
 AC7192
 AC7192;                    North         East     Units Scale Factor Converg.
 AC7192;SPC MO C     -   146,912.607   420,495.151   MT  1.00001117   -0 32 26.2
 AC7192;UTM  15      - 4,112,024.666   464,920.638   MT  0.99961516   -0 14 19.0
 AC7192
 AC7192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7192!SPC MO C     -   0.99994350  x   1.00001117  =   0.99995467
 AC7192!UTM  15      -   0.99994350  x   0.99961516  =   0.99955868
 AC7192
 AC7192                          SUPERSEDED SURVEY CONTROL
 AC7192
 AC7192  NAD 83(1997)-  37 09 14.24798(N)    093 23 42.19159(W) AD(       ) 1
 AC7192  NAD 83(1986)-  37 09 14.26010(N)    093 23 42.19198(W) AD(       ) 1
 AC7192
 AC7192.Superseded values are not recommended for survey control.
 AC7192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7192.See file dsdata.txt to determine how the superseded data were derived.
 AC7192
 AC7192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6492112025(NAD 83)
 AC7192_MARKER: DD = SURVEY DISK
 AC7192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7192_STAMPING: GR-46 1993
 AC7192_MARK LOGO: MODNR 
 AC7192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7192+STABILITY: SURFACE MOTION
 AC7192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7192+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7192
 AC7192  HISTORY     - Date     Condition        Report By
 AC7192  HISTORY     - 1993     MONUMENTED       MODNR
 AC7192
 AC7192                          STATION DESCRIPTION
 AC7192
 AC7192'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7192'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS
 AC7192'SET IN CONCRETE.  THE SURFACE MARK IS SET IN A 12 INCH DIAMETER
 AC7192'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.763 M (2.503 FT) ABOVE
 AC7192'THE UNDERGROUND MARK AND IS LOCATED IN THE SOUTH RIGHT-OF-WAY OF FARM
 AC7192'ROAD -164- IN THE NE 1/4 OF SECTION 12, T28N, R23W.  THE STATION IS
 AC7192'30.5 FT (9.3 M) SOUTH OF THE ROAD CENTER LINE, 60.4 FT (18.4 M) SOUTH
 AC7192'OF A NAIL AND SHINER IN A POWER POLE, 7.1 FT (2.2 M) NORTHEAST OF A
 AC7192'NAIL AND SHINER IN A FENCE POST, 5.0 FT (1.5 M) NORTHWEST OF A NAIL
 AC7192'AND SHINER IN A FENCE POST AND 3.7 FT (1.1 M) NORTH OF A CARSONITE
 AC7192'SIGN POST IN THE SOUTH RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS A
 AC7192'STANDARD ALUMINUM DNR GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST
 AC7192'FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.55 MI (0.89 KM)
 AC7192'EAST OF THE STATION IN THE SOUTH RIGHT-OF-WAY OF FARM ROAD -164- AT AN
 AC7192'ENTRANCE TO THE SOUTHWEST POWER PLANT.  THE MARK IS 22.3 FT (6.8 M)
 AC7192'SOUTH OF THE CENTERLINE OF ROAD -164-, 43.0 FT (13.1 M) EAST OF THE
 AC7192'ENTRANCE ROAD, 73.1 FT (22.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 AC7192'THE EAST MOST TELEPHONE CABLE RISER BOX, 11.4 FT (3.5 M) SOUTHWEST OF
 AC7192'A NAIL AND SHINER IN A CORNER FENCE POST, 47.3 FT (14.4 M) NORTHEAST
 AC7192'OF A NAIL AND SHINER IN A CORNER FENCE POST, 4.8 FT (1.5 M) NORTHWEST
 AC7192'OF A NAIL AND SHINER IN A BRACE POST AND 5.5 FT (1.7 M) NORTH OF A
 AC7192'CARSONITE SIGN POST. TO REACH THE STATION FROM THE INTERSECTION OF
 AC7192'ROUTES -M-, -MM- AND -60- BETWEEN REPUBLIC AND SPRINGFIELD, GO EAST ON
 AC7192'ROUTE -60- FOR 1.1 MI (1.8 KM) TO INTERSECTION WITH FARM ROAD -164-.
 AC7192'TURN RIGHT AND GO EAST ON FARM ROAD -164- FOR 0.95 MI (1.53 KM) TO THE
 AC7192'STATION ON THE RIGHT. TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 AC7192'EAST ON FARM ROAD -164- FOR 0.55 MI (0.89 KM) TO A SIDE ROAD ON THE
 AC7192'RIGHT INTO THE POWER PLANT AND THE MARK AS DESCRIBED. DATE OF REPORT
 AC7192'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7189 ***********************************************************************
 AC7189  DESIGNATION -  GR 47
 AC7189  PID         -  AC7189
 AC7189  STATE/COUNTY-  MO/GREENE
 AC7189  USGS QUAD   -  SPRINGFIELD (1975)
 AC7189
 AC7189                         *CURRENT SURVEY CONTROL
 AC7189  ___________________________________________________________________
 AC7189* NAD 83(1997)-  37 08 24.71478(N)    093 22 09.89210(W)     ADJUSTED  
 AC7189* NAVD 88     -       375.3    (meters)    1231.     (feet)  GPS OBS   
 AC7189  ___________________________________________________________________
 AC7189  X           -    -299,209.366 (meters)                     COMP
 AC7189  Y           -  -5,082,089.796 (meters)                     COMP
 AC7189  Z           -   3,830,016.745 (meters)                     COMP
 AC7189  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AC7189  ELLIP HEIGHT-         346.18  (meters)          (02/17/00) GPS OBS
 AC7189  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 AC7189
 AC7189  HORZ ORDER  -  FIRST
 AC7189  ELLP ORDER  -  FOURTH    CLASS I
 AC7189
 AC7189.The horizontal coordinates were established by GPS observations
 AC7189.and adjusted by the National Geodetic Survey in February 2000..
 AC7189
 AC7189.The orthometric height was determined by GPS observations and a
 AC7189.high-resolution geoid model.
 AC7189
 AC7189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7189
 AC7189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7189
 AC7189.The ellipsoidal height was determined by GPS observations
 AC7189.and is referenced to NAD 83.
 AC7189
 AC7189.The geoid height was determined by GEOID03.
 AC7189
 AC7189;                    North         East     Units Scale Factor Converg.
 AC7189;SPC MO C     -   145,364.480   422,758.620   MT  1.00000680   -0 31 29.8
 AC7189;UTM  15      - 4,110,489.095   467,191.337   MT  0.99961326   -0 13 23.0
 AC7189
 AC7189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7189!SPC MO C     -   0.99994568  x   1.00000680  =   0.99995248
 AC7189!UTM  15      -   0.99994568  x   0.99961326  =   0.99955896
 AC7189
 AC7189                          SUPERSEDED SURVEY CONTROL
 AC7189
 AC7189  NAD 83(1997)-  37 08 24.71491(N)    093 22 09.89204(W) AD(       ) 1
 AC7189  NAD 83(1986)-  37 08 24.72708(N)    093 22 09.89233(W) AD(       ) 1
 AC7189
 AC7189.Superseded values are not recommended for survey control.
 AC7189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7189.See file dsdata.txt to determine how the superseded data were derived.
 AC7189
 AC7189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6719110489(NAD 83)
 AC7189_MARKER: DD = SURVEY DISK
 AC7189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7189_STAMPING: GR-47 1993
 AC7189_MARK LOGO: MODNR 
 AC7189_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7189+STABILITY: SURFACE MOTION
 AC7189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7189+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7189
 AC7189  HISTORY     - Date     Condition        Report By
 AC7189  HISTORY     - 1993     MONUMENTED       MODNR
 AC7189
 AC7189                          STATION DESCRIPTION
 AC7189
 AC7189'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7189'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS.
 AC7189'THE STATION IS SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE
 AC7189'GROUND SURFACE 0.571 M (1.873 FT) ABOVE THE UNDERGRUND MARK AND IS
 AC7189'LOCATED IN THE EAST RIGHT-OF-WAY OF HIGHWAY -FF- IN THE SW 1/4 OF
 AC7189'SECTION 8, T28N, R22W.  THE STATION IS 23.4 FT (7.1 M) EAST OF THE
 AC7189'HIGHWAY CENTERLINE, 70 FT (21.3 M) NORTH OF A FIELD ENTRANCE, 68.1 FT
 AC7189'(20.8 M) SOUTHEAST OF A FENCE CORNER, AND 10.6 FT (3.2 M) WEST OF A
 AC7189'CARSONITE SIGN POST IN THE RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS A
 AC7189'STANDARD ALUMINUM DNR GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST
 AC7189'FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT .4 MI (0.6 KM)
 AC7189'NORTH OF THE STATION IN THE WEST RIGHT-OF-WAY OF HIGHWAY -FF- AT A
 AC7189'CURVE TO THE RIGHT.  THE MARK IS 38.7 FT (11.8 M) WEST OF THE HIGHWAY
 AC7189'CENTERLINE, 55.2 FT (16.8 M) SOUTH OF THE CENTER LINE OF FARM ROAD
 AC7189'168, 75.5 FT (23.0 M) SOUTH OF A NAIL AND SHINER IN A POWER POLE, 67.1
 AC7189'FT (20.5 M) NORTHWEST OF THE SOUTH END OF A 12 INCH CMP, 71.4 FT (21.8
 AC7189'M) NORTH OF A NAIL AND SHINER IN A POWER POLE, AND 11.5 FT (3.5 M)
 AC7189'EAST OF A CARSONITE SIGN POST. TO REACH THE STATION FROM THE
 AC7189'INTERSECTION OF MISSOURI ROUTE -M- AND MISSOURI ROUTE -FF- NORTH OF
 AC7189'BATTLEFIELD, GO NORTH ON MISSOURI ROUTE -FF- 0.10 MI (0.16 KM) TO THE
 AC7189'STATION ON THE RIGHT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AC7189'STATION, CONTINUE NORTH ON -FF- FOR 0.4 MI (0.6 KM) TO A SHARP CURVE
 AC7189'TO THE RIGHT AND THE T-JUNCTION WITH FARM ROAD -168- AND THE AZIMUTH
 AC7189'MARK AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7182 ***********************************************************************
 AC7182  DESIGNATION -  GR 48
 AC7182  PID         -  AC7182
 AC7182  STATE/COUNTY-  MO/GREENE
 AC7182  USGS QUAD   -  EBENEZER (1975)
 AC7182
 AC7182                         *CURRENT SURVEY CONTROL
 AC7182  ___________________________________________________________________
 AC7182* NAD 83(1997)-  37 21 42.51267(N)    093 18 10.35235(W)     ADJUSTED  
 AC7182* NAVD 88     -       380.9    (meters)    1250.     (feet)  GPS OBS   
 AC7182  ___________________________________________________________________
 AC7182  X           -    -292,449.689 (meters)                     COMP
 AC7182  Y           -  -5,067,574.432 (meters)                     COMP
 AC7182  Z           -   3,849,598.243 (meters)                     COMP
 AC7182  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AC7182  ELLIP HEIGHT-         351.37  (meters)          (02/17/00) GPS OBS
 AC7182  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AC7182
 AC7182  HORZ ORDER  -  FIRST
 AC7182  ELLP ORDER  -  FOURTH    CLASS I
 AC7182
 AC7182.The horizontal coordinates were established by GPS observations
 AC7182.and adjusted by the National Geodetic Survey in February 2000..
 AC7182
 AC7182.The orthometric height was determined by GPS observations and a
 AC7182.high-resolution geoid model.
 AC7182
 AC7182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7182
 AC7182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7182
 AC7182.The ellipsoidal height was determined by GPS observations
 AC7182.and is referenced to NAD 83.
 AC7182
 AC7182.The geoid height was determined by GEOID03.
 AC7182
 AC7182;                    North         East     Units Scale Factor Converg.
 AC7182;SPC MO C     -   169,906.258   428,878.858   MT  0.99999562   -0 29 14.1
 AC7182;UTM  15      - 4,135,053.274   473,179.507   MT  0.99960886   -0 11 01.7
 AC7182
 AC7182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7182!SPC MO C     -   0.99994486  x   0.99999562  =   0.99994048
 AC7182!UTM  15      -   0.99994486  x   0.99960886  =   0.99955375
 AC7182
 AC7182                          SUPERSEDED SURVEY CONTROL
 AC7182
 AC7182  NAD 83(1997)-  37 21 42.51283(N)    093 18 10.35229(W) AD(       ) 1
 AC7182  NAD 83(1986)-  37 21 42.52572(N)    093 18 10.35236(W) AD(       ) 1
 AC7182
 AC7182.Superseded values are not recommended for survey control.
 AC7182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7182.See file dsdata.txt to determine how the superseded data were derived.
 AC7182
 AC7182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7318035053(NAD 83)
 AC7182_MARKER: DD = SURVEY DISK
 AC7182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7182_STAMPING: GR-48 1993
 AC7182_MARK LOGO: MODNR 
 AC7182_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7182+STABILITY: SURFACE MOTION
 AC7182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7182+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7182
 AC7182  HISTORY     - Date     Condition        Report By
 AC7182  HISTORY     - 1993     MONUMENTED       MODNR
 AC7182
 AC7182                          STATION DESCRIPTION
 AC7182
 AC7182'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7182'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS.
 AC7182'THE STATION IS SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE
 AC7182'GROUND SURFACE 0.567 M (1.860 FT) ABOVE THE UNDERGROUND MARK AND IS
 AC7182'LOCATED AT THE INTERSECTION OF FARM ROADS -42- AND -149- IN THE SW 1/4
 AC7182'OF SECTION 36, T31N, R22W.  THE STATION IS 20 FT (6.1 M) EAST OF THE
 AC7182'CENTERLINE OF ROAD -149-, 4.3 FT (1.3 M) NORTHWEST OF A NAIL AND
 AC7182'SHINER IN A CORNER FENCE POST, 4.1 FT (1.2 M) SOUTHWEST OF A NAIL AND
 AC7182'SHINER IN A BRACE POST, 42.5 FT (13.0 M) SOUTHEAST OF A NAIL AND
 AC7182'SHINER IN A CORNER FENCE POST, 47.4 FT (14.4 M) NORTHEAST OF A NAIL
 AC7182'AND SHINER IN A CORNER FENCE POST, AND 1.4 FT (0.4 M) WEST OF A
 AC7182'CARSONITE SIGN POST. THE AZIMUTH MARK IS A STANDARD ALUMINUM DNR GRS
 AC7182'DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AC7182'SURFACE AND IS LOCATED ABOUT 0.2 MI (0.3 KM) WEST OF THE STATION IN
 AC7182'THE SOUTH RIGHT-OF-WAY OF FARM ROAD -42-.  THE MARK IS 13.2 FT (4.0 M)
 AC7182'SOUTH OF THE ROAD CENTERLINE, 136 FT (41.5 M) WEST OF A PRIVATE DRIVE
 AC7182'NORTH OF THE FARM ROAD, 60.6 FT (18.5 M) WEST OF A NAIL AND SHINER IN
 AC7182'A POWER POLE, 3.6 FT (1.1 M) EAST OF A NAIL AND SHINER IN A CORNER
 AC7182'POST, 34.2 FT (10.4 M) SOUTHEAST OF A NAIL AND SHINER IN A CORNER
 AC7182'POST, AND 2.3 FT (0.7 M) EAST OF A CARSONITE SIGN POST. TO REACH THE
 AC7182'STATION FROM THE CROSSROADS OF MISSOURI ROUTES -CC- AND -H- ABOUT 5 MI
 AC7182'(8.0 KM) SOUTH OF PLEASANT HOPE, GO WEST ON ROUTE -CC- FOR 1.5 MI (2.4
 AC7182'KM) TO FARM ROAD -149-.  TURN LEFT ONTO FARM ROAD -149- AND GO SOUTH
 AC7182'FOR 2.7 MI (4.3 KM) TO FARM ROAD -42- ON THE RIGHT AND THE STATION ON
 AC7182'THE LEFT. TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON FARM
 AC7182'ROAD -42- FOR 0.2 MI (0.3 KM) TO THE MARK ON THE LEFT. DATE OF REPORT
 AC7182'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7198 ***********************************************************************
 AC7198  DESIGNATION -  GR 49
 AC7198  PID         -  AC7198
 AC7198  STATE/COUNTY-  MO/GREENE
 AC7198  USGS QUAD   -  WILLARD (1975)
 AC7198
 AC7198                         *CURRENT SURVEY CONTROL
 AC7198  ___________________________________________________________________
 AC7198* NAD 83(1997)-  37 15 37.22425(N)    093 23 59.29724(W)     ADJUSTED  
 AC7198* NAVD 88     -       388.8    (meters)    1276.     (feet)  GPS OBS   
 AC7198  ___________________________________________________________________
 AC7198  X           -    -301,427.450 (meters)                     COMP
 AC7198  Y           -  -5,073,893.160 (meters)                     COMP
 AC7198  Z           -   3,840,645.786 (meters)                     COMP
 AC7198  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 AC7198  ELLIP HEIGHT-         359.38  (meters)          (02/17/00) GPS OBS
 AC7198  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AC7198
 AC7198  HORZ ORDER  -  FIRST
 AC7198  ELLP ORDER  -  FOURTH    CLASS I
 AC7198
 AC7198.The horizontal coordinates were established by GPS observations
 AC7198.and adjusted by the National Geodetic Survey in February 2000..
 AC7198
 AC7198.The orthometric height was determined by GPS observations and a
 AC7198.high-resolution geoid model.
 AC7198
 AC7198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7198
 AC7198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7198
 AC7198.The ellipsoidal height was determined by GPS observations
 AC7198.and is referenced to NAD 83.
 AC7198
 AC7198.The geoid height was determined by GEOID03.
 AC7198
 AC7198;                    North         East     Units Scale Factor Converg.
 AC7198;SPC MO C     -   158,722.682   420,185.201   MT  1.00001178   -0 32 41.3
 AC7198;UTM  15      - 4,123,828.263   464,548.513   MT  0.99961548   -0 14 31.4
 AC7198
 AC7198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7198!SPC MO C     -   0.99994361  x   1.00001178  =   0.99995539
 AC7198!UTM  15      -   0.99994361  x   0.99961548  =   0.99955911
 AC7198
 AC7198                          SUPERSEDED SURVEY CONTROL
 AC7198
 AC7198  NAD 83(1997)-  37 15 37.22439(N)    093 23 59.29718(W) AD(       ) 1
 AC7198  NAD 83(1986)-  37 15 37.23692(N)    093 23 59.29781(W) AD(       ) 1
 AC7198
 AC7198.Superseded values are not recommended for survey control.
 AC7198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7198.See file dsdata.txt to determine how the superseded data were derived.
 AC7198
 AC7198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6454923828(NAD 83)
 AC7198_MARKER: DD = SURVEY DISK
 AC7198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7198_STAMPING: GR-49 1993
 AC7198_MARK LOGO: MODNR 
 AC7198_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7198+STABILITY: SURFACE MOTION
 AC7198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7198+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7198
 AC7198  HISTORY     - Date     Condition        Report By
 AC7198  HISTORY     - 1993     MONUMENTED       MODNR
 AC7198
 AC7198                          STATION DESCRIPTION
 AC7198
 AC7198'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7198'THE STATION IS A STANDARD ALUMINUM DNR GRS DISK SET IN A 12 INCH
 AC7198'DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE LOCATED IN THE
 AC7198'NORTH RIGHT-OF-WAY OF FARM ROAD -104- IN THE NW 1/4 OF SECTION 1,
 AC7198'T29N, R23W.  NO UNDERGROUND MARK WAS ESTABLISHED FOR THIS STATION. THE
 AC7198'STATION IS 17.0 FT (5.2 M) NORTH OF THE ROAD CENTERLINE, 8.1 FT (2.5
 AC7198'M) SOUTHWEST OF A NAIL AND SHINER IN A HEDGE POST, 5.3 FT (1.6 M)
 AC7198'SOUTH OF THE RIGHT-OF-WAY FENCE, 7.9 FT (2.4 M) SOUTHWEST OF A NAIL
 AC7198'AND SHINER IN A HEDGE POST, 109.2 FT (33.3 M) WEST OF A TELEPHONE
 AC7198'CABLE RISER BOX, 5.0 FT (1.5 M) SOUTH OF A CARSONITE WITNESS POST. THE
 AC7198'AZIMUTH MARK IS A STANDARD ALUMINUM DNR GRS DISK SET IN A 12 INCH
 AC7198'DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED
 AC7198'ABOUT .4 MI (0.6 KM) WEST OF THE STATION IN THE NORTH RIGHT-OF-WAY OF
 AC7198'FARM ROAD -104-.  THE MARK IS 18.5 FT (5.6 M) NORTH OF THE ROAD
 AC7198'CENTERLINE, 26.0 FT (7.9 M) EAST OF A FIELD ENTRANCE, 3.8 FT (1.2 M)
 AC7198'EAST OF A CUT CROSS ON A CONCRETE CULVERT, 5.8 FT (1.8 M) SOUTHEAST OF
 AC7198'A NAIL AND SHINER IN A CORNER FENCE POST, 5.3 FT (1.6 M) SOUTHWEST OF
 AC7198'A NAIL AND SHINER IN A POWER POLE, AND 4.2 FT (1.3 M) SOUTH OF A
 AC7198'CARSONITE SIGN POST IN THE RIGHT-OF-WAY FENCE. TO REACH THE STATION
 AC7198'FROM THE INTERSECTION OF HIGHWAYS -160- AND -744- (WEST BYPASS AND
 AC7198'KEARNEY) IN NORTHWEST SPRINGFIELD, GO WEST ON HIGHWAY 744 FOR 0.6 MI
 AC7198'(1.0 KM) TO NORTH WILLARD ROAD.  TURN RIGHT AND GO NORTHWEST FOR 1.85
 AC7198'MI (2.98 KM) TO THE INTERSECTION WITH FARM ROAD -104- (WEST RITTER
 AC7198'ROAD) .  TURN LEFT AND GO WEST ON FARM ROAD -104- FOR 0.15 MI (0.24
 AC7198'KM) TO A CROSSROAD.  CONTINUE WEST ON ROAD -104- FOR 0.87 MI (1.40 KM)
 AC7198'FROM THE CROSSROADS TO THE STATION ON THE RIGHT. TO REACH THE AZIMUTH
 AC7198'MARK FROM THE STATION, GO WEST ON FARM ROAD -104- FOR 0.375 MI (0.603
 AC7198'KM) TO A FIELD ENTRANCE AND THE MARK ON THE RIGHT. DATE OF REPORT
 AC7198'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7191 ***********************************************************************
 AC7191  DESIGNATION -  GR 50
 AC7191  PID         -  AC7191
 AC7191  STATE/COUNTY-  MO/GREENE
 AC7191  USGS QUAD   -  BROOKLINE (1975)
 AC7191
 AC7191                         *CURRENT SURVEY CONTROL
 AC7191  ___________________________________________________________________
 AC7191* NAD 83(1997)-  37 07 36.14280(N)    093 25 13.31984(W)     ADJUSTED  
 AC7191* NAVD 88     -       374.1    (meters)    1227.     (feet)  GPS OBS   
 AC7191  ___________________________________________________________________
 AC7191  X           -    -303,782.534 (meters)                     COMP
 AC7191  Y           -  -5,082,723.055 (meters)                     COMP
 AC7191  Z           -   3,828,822.164 (meters)                     COMP
 AC7191  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AC7191  ELLIP HEIGHT-         344.91  (meters)          (02/17/00) GPS OBS
 AC7191  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 AC7191
 AC7191  HORZ ORDER  -  FIRST
 AC7191  ELLP ORDER  -  FOURTH    CLASS I
 AC7191
 AC7191.The horizontal coordinates were established by GPS observations
 AC7191.and adjusted by the National Geodetic Survey in February 2000..
 AC7191
 AC7191.The orthometric height was determined by GPS observations and a
 AC7191.high-resolution geoid model.
 AC7191
 AC7191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7191
 AC7191.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7191
 AC7191.The ellipsoidal height was determined by GPS observations
 AC7191.and is referenced to NAD 83.
 AC7191
 AC7191.The geoid height was determined by GEOID03.
 AC7191
 AC7191;                    North         East     Units Scale Factor Converg.
 AC7191;SPC MO C     -   143,909.851   418,217.254   MT  1.00001570   -0 33 20.0
 AC7191;UTM  15      - 4,109,011.145   462,659.494   MT  0.99961718   -0 15 13.4
 AC7191
 AC7191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7191!SPC MO C     -   0.99994588  x   1.00001570  =   0.99996158
 AC7191!UTM  15      -   0.99994588  x   0.99961718  =   0.99956308
 AC7191
 AC7191                          SUPERSEDED SURVEY CONTROL
 AC7191
 AC7191  NAD 83(1997)-  37 07 36.14293(N)    093 25 13.31978(W) AD(       ) 1
 AC7191  NAD 83(1986)-  37 07 36.15492(N)    093 25 13.31975(W) AD(       ) 1
 AC7191
 AC7191.Superseded values are not recommended for survey control.
 AC7191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7191.See file dsdata.txt to determine how the superseded data were derived.
 AC7191
 AC7191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6265909011(NAD 83)
 AC7191_MARKER: DD = SURVEY DISK
 AC7191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7191_STAMPING: GR-50 1993
 AC7191_MARK LOGO: MODNR 
 AC7191_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7191+STABILITY: SURFACE MOTION
 AC7191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7191+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7191
 AC7191  HISTORY     - Date     Condition        Report By
 AC7191  HISTORY     - 1993     MONUMENTED       MODNR
 AC7191
 AC7191                          STATION DESCRIPTION
 AC7191
 AC7191'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7191'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS.
 AC7191'THE STATION IS SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE
 AC7191'GROUND SURFACE 0.780 M (2.559 FT) ABOVE THE UNDERGROUND MARK AND IS
 AC7191'LOCATED IN THE EAST RIGHT-OF-WAY OF HIGHWAY -ZZ- IN THE SW 1/4 OF
 AC7191'SECTION 14, T28N, R23W.  THE STATION IS 54 FT (16.5 M) EAST OF THE
 AC7191'HIGHWAY CENTERLINE, 74 FT (22.6 M) SOUTH OF A FIELD ENTRANCE, 59.9 FT
 AC7191'(18.3 M) SOUTHEAST OF THE SOUTH END OF AN 18 INCH CMP, 65.9 FT (20.1
 AC7191'M) SOUTHWEST OF A CORNER FENCE POST, 39.4 FT (12.0 M) SOUTHWEST OF A
 AC7191'NAIL AND SHINER IN A POWER POLE, AND 21 FT (6.4 M) WEST OF A CARSONITE
 AC7191'SIGN POST IN THE RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS A STANDARD
 AC7191'ALUMINUM DNR GRS DISK SET IN A DRILL HOLE IN A LARGE LIMESTONE OUTCROP
 AC7191'LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF THE STATION IN THE WEST
 AC7191'RIGHT-OF-WAY OF HIGHWAY -ZZ-.  THE MARK IS 53 FT (16.2 M) WEST OF THE
 AC7191'HIGHWAY CENTERLINE, 96 FT (29.3 M) NORTH OF A FIELD ENTRANCE ON THE
 AC7191'EAST SIDE OF THE HIGHWAY, 49.0 FT (14.9 M) SOUTHEAST OF A NAIL AND
 AC7191'SHINER IN A 6 INCH HEDGE POST AND 23.8 FT (7.3 M) EAST OF A CARSONITE
 AC7191'SIGN POST IN THE WEST RIGHT-OF-WAY FENCE. TO REACH THE STATION FROM
 AC7191'THE INTERSECTION OF MISSOURI ROUTES -M- AND -ZZ- ABOUT 3.0 MI (4.8 KM)
 AC7191'NORTHEAST OF REPUBLIC, GO SOUTH ON ROUTE -ZZ- FOR 0.9 MI (1.4 KM) TO A
 AC7191'FIELD ENTRANCE ON EACH SIDE OF THE HIGHWAY AND THE STATION ON THE
 AC7191'LEFT. TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON ROUTE
 AC7191'-ZZ- FOR 0.5 MI (0.8 KM) TO A ROCK CUT ON THE LEFT AND THE MARK IN TOP
 AC7191'OF THE LARGEST EXPOSED ROCK. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7181 ***********************************************************************
 AC7181  DESIGNATION -  GR 51
 AC7181  PID         -  AC7181
 AC7181  STATE/COUNTY-  MO/GREENE
 AC7181  USGS QUAD   -  EBENEZER (1975)
 AC7181
 AC7181                         *CURRENT SURVEY CONTROL
 AC7181  ___________________________________________________________________
 AC7181* NAD 83(1997)-  37 21 22.94718(N)    093 15 58.22261(W)     ADJUSTED  
 AC7181* NAVD 88     -       387.6    (meters)    1272.     (feet)  GPS OBS   
 AC7181  ___________________________________________________________________
 AC7181  X           -    -289,224.589 (meters)                     COMP
 AC7181  Y           -  -5,068,131.562 (meters)                     COMP
 AC7181  Z           -   3,849,122.896 (meters)                     COMP
 AC7181  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 AC7181  ELLIP HEIGHT-         358.16  (meters)          (02/17/00) GPS OBS
 AC7181  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AC7181
 AC7181  HORZ ORDER  -  FIRST
 AC7181  ELLP ORDER  -  FOURTH    CLASS I
 AC7181
 AC7181.The horizontal coordinates were established by GPS observations
 AC7181.and adjusted by the National Geodetic Survey in February 2000..
 AC7181
 AC7181.The orthometric height was determined by GPS observations and a
 AC7181.high-resolution geoid model.
 AC7181
 AC7181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7181
 AC7181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7181
 AC7181.The ellipsoidal height was determined by GPS observations
 AC7181.and is referenced to NAD 83.
 AC7181
 AC7181.The geoid height was determined by GEOID03.
 AC7181
 AC7181;                    North         East     Units Scale Factor Converg.
 AC7181;SPC MO C     -   169,276.082   432,125.253   MT  0.99999006   -0 27 53.7
 AC7181;UTM  15      - 4,134,440.535   476,427.942   MT  0.99960684   -0 09 41.4
 AC7181
 AC7181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7181!SPC MO C     -   0.99994380  x   0.99999006  =   0.99993386
 AC7181!UTM  15      -   0.99994380  x   0.99960684  =   0.99955066
 AC7181
 AC7181                          SUPERSEDED SURVEY CONTROL
 AC7181
 AC7181  NAD 83(1997)-  37 21 22.94735(N)    093 15 58.22254(W) AD(       ) 1
 AC7181  NAD 83(1986)-  37 21 22.96023(N)    093 15 58.22252(W) AD(       ) 1
 AC7181
 AC7181.Superseded values are not recommended for survey control.
 AC7181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7181.See file dsdata.txt to determine how the superseded data were derived.
 AC7181
 AC7181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7642834441(NAD 83)
 AC7181_MARKER: DD = SURVEY DISK
 AC7181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7181_STAMPING: GR-51 1993
 AC7181_MARK LOGO: MODNR 
 AC7181_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7181+STABILITY: SURFACE MOTION
 AC7181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7181+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7181
 AC7181  HISTORY     - Date     Condition        Report By
 AC7181  HISTORY     - 1993     MONUMENTED       MODNR
 AC7181
 AC7181                          STATION DESCRIPTION
 AC7181
 AC7181'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7181'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS.
 AC7181'THE STATION IS SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE
 AC7181'GROUND SURFACE 0.740 M (2.428 FT) ABOVE THE UNDERGROUND MARK AND IS
 AC7181'LOCATED IN THE WEST RIGHT-OF-WAY OF FARM ROAD -167- IN THE NW 1/4 OF
 AC7181'SECTION 5, T30N, R21W.  THE STATION IS 27.2 FT (8.3 M) WEST OF THE
 AC7181'ROAD CENTERLINE, 36.3 FT (11.1 M) NORTH OF A PRIVATE DRIVEWAY, 90.1 FT
 AC7181'(27.5 M) SOUTH OF A NAIL AND SHINER IN A POWER POLE, AND 4.7 FT (1.4
 AC7181'M) EAST OF A.5 INCH REBAR CORNER MARKER AND A CARSONITE SIGN POST. THE
 AC7181'AZIMUTH MARK IS A STANDARD ALUMINUM DNR GRS DISK SET IN A 12 INCH
 AC7181'DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED
 AC7181'ABOUT 0.4 MI (0.6 KM) SOUTH OF THE STATION IN THE EAST RIGHT-OF-WAY OF
 AC7181'HIGHWAY -H-.  THE MARK IS 29.6 FT (9.0 M) EAST OF THE HIGHWAY
 AC7181'CENTERLINE, 61.4 FT (18.7 M) SOUTHEAST OF A NAIL AND SHINER IN A POWER
 AC7181'POLE, 57.9 FT (17.6 M) SOUTH OF A NAIL AND SHINER IN A POWER POLE,
 AC7181'79.0 FT (24.1 M) NORTH OF A NAIL AND SHINER IN A CORNER FENCE POST,
 AC7181'AND 2.0 FT (0.6 M) WEST OF A CARSONITE SIGN POST IN THE RIGHT-OF-WAY
 AC7181'FENCE. TO REACH THE STATION FROM THE JUNCTION OF MISSOURI ROUTES -WW-
 AC7181'AND -H- ABOUT 6 MI (9.7 KM) NORTH OF THE GLENSTONE OVERPASS ACROSS
 AC7181'I-44 IN NORTHEAST SPRINGFIELD, GO NORTH ON ROUTE -H- FOR 1.4 MI (2.3
 AC7181'KM) TO THE JUNCTION WITH FARM ROAD -16-7 WHERE ROUTE -H- CURVES TO THE
 AC7181'LEFT.  GO NORTH ON FARM ROAD -167- FOR 0.3 MI (0.5 KM) TO THE STATION
 AC7181'ON THE LEFT. TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 AC7181'FARM ROAD -167- FOR 0.3 MI (0.5 KM) TO HIGHWAY -H-.  CONTINUE SOUTH ON
 AC7181'HIGHWAY -H- FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT. DATE OF
 AC7181'REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7197 ***********************************************************************
 AC7197  DESIGNATION -  GR 52
 AC7197  PID         -  AC7197
 AC7197  STATE/COUNTY-  MO/GREENE
 AC7197  USGS QUAD   -  BROOKLINE (1975)
 AC7197
 AC7197                         *CURRENT SURVEY CONTROL
 AC7197  ___________________________________________________________________
 AC7197* NAD 83(1997)-  37 14 18.36862(N)    093 24 11.20168(W)     ADJUSTED  
 AC7197* NAVD 88     -       389.0    (meters)    1276.     (feet)  GPS OBS   
 AC7197  ___________________________________________________________________
 AC7197  X           -    -301,807.650 (meters)                     COMP
 AC7197  Y           -  -5,075,344.919 (meters)                     COMP
 AC7197  Z           -   3,838,710.759 (meters)                     COMP
 AC7197  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 AC7197  ELLIP HEIGHT-         359.67  (meters)          (02/17/00) GPS OBS
 AC7197  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AC7197
 AC7197  HORZ ORDER  -  FIRST
 AC7197  ELLP ORDER  -  FOURTH    CLASS I
 AC7197
 AC7197.The horizontal coordinates were established by GPS observations
 AC7197.and adjusted by the National Geodetic Survey in February 2000..
 AC7197
 AC7197.The orthometric height was determined by GPS observations and a
 AC7197.high-resolution geoid model.
 AC7197
 AC7197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7197
 AC7197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7197
 AC7197.The ellipsoidal height was determined by GPS observations
 AC7197.and is referenced to NAD 83.
 AC7197
 AC7197.The geoid height was determined by GEOID03.
 AC7197
 AC7197;                    North         East     Units Scale Factor Converg.
 AC7197;SPC MO C     -   156,294.563   419,868.680   MT  1.00001240   -0 32 47.5
 AC7197;UTM  15      - 4,121,399.468   464,244.944   MT  0.99961575   -0 14 38.2
 AC7197
 AC7197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7197!SPC MO C     -   0.99994356  x   1.00001240  =   0.99995596
 AC7197!UTM  15      -   0.99994356  x   0.99961575  =   0.99955933
 AC7197
 AC7197                          SUPERSEDED SURVEY CONTROL
 AC7197
 AC7197  NAD 83(1997)-  37 14 18.36875(N)    093 24 11.20163(W) AD(       ) 1
 AC7197  NAD 83(1986)-  37 14 18.38124(N)    093 24 11.20237(W) AD(       ) 1
 AC7197
 AC7197.Superseded values are not recommended for survey control.
 AC7197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7197.See file dsdata.txt to determine how the superseded data were derived.
 AC7197
 AC7197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6424521399(NAD 83)
 AC7197_MARKER: DD = SURVEY DISK
 AC7197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7197_STAMPING: GR-52 1993
 AC7197_MARK LOGO: MODNR 
 AC7197_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7197+STABILITY: SURFACE MOTION
 AC7197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7197+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7197
 AC7197  HISTORY     - Date     Condition        Report By
 AC7197  HISTORY     - 1993     MONUMENTED       MODNR
 AC7197
 AC7197                          STATION DESCRIPTION
 AC7197
 AC7197'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7197'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS.
 AC7197'THE STATION MARK IS SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH
 AC7197'THE GROUND SURFACE 0.756 M (2.480 FT) ABOVE THE UNDERGROUND MARK AND
 AC7197'IS LOCATED IN THE EAST RIGHT-OF-WAY OF HIGHWAY -EE- IN THE NW 1/4 OF
 AC7197'SECTION 12, T29N, R23W.  THE STATION IS 34 FT (10.4 M) EAST OF THE
 AC7197'HIGHWAY CENTERLINE, 45.5 FT (13.9 M) SOUTH OF A FIELD ENTRANCE, 89.7
 AC7197'FT (27.3 M) SOUTHEAST OF A TELEPHONE CABLE RISER BOX, 35.8 FT (10.9 M)
 AC7197'SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE, 9.8 FT (3.0 M)
 AC7197'NORTHWEST OF A NAIL AND SHINER IN A FENCE POST AND 6.0 FT (1.8 M) WEST
 AC7197'OF A CARSONITE SIGN POST. THE AZIMUTH MARK IS A STANDARD ALUMINUM DNR
 AC7197'GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AC7197'SURFACE AND IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF THE STATION IN
 AC7197'THE WEST RIGHT-OF-WAY OF HIGHWAY -EE-.  THE MARK IS 30 FT (9.1 M) WEST
 AC7197'OF THE HIGHWAY CENTERLINE, 155 FT (47.2 M) SOUTH OF A HIGHWAY
 AC7197'DEPARTMENT CURVE WARNING SIGN POST, 14.2 FT (4.3 M) SOUTHEAST OF A
 AC7197'NAIL AND SHINER IN A HEDGE POST, 67.6 FT (20.6 M) NORTHEAST OF A NAIL
 AC7197'AND SHINER IN THE WESTERN MOST FORK OF A TRIPLE ELM, 6.4 FT (2.0 M)
 AC7197'EAST OF THE RIGHT-OF-WAY FENCE, AND 6.6 FT (2.0 M) NORTHEAST OF A
 AC7197'CARSONITE SIGN POST. TO REACH THE STATION FROM THE CROSSROADS
 AC7197'INTERSECTION OF MISSOURI ROUTES -EE- AND -AB- ABOUT 2.0 MI (3.2 KM)
 AC7197'WEST OF THE SPRINGFIELD AIRPORT, GO EAST ON ROUTE -EE- FOR 1.7 MI (2.7
 AC7197'KM) TO A FIELD ENTRANCE AND GATE ON THE LEFT AND THE STATION ON THE
 AC7197'LEFT. TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROUTE
 AC7197'-EE- FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT. DATE OF REPORT
 AC7197'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7190 ***********************************************************************
 AC7190  DESIGNATION -  GR 53
 AC7190  PID         -  AC7190
 AC7190  STATE/COUNTY-  MO/GREENE
 AC7190  USGS QUAD   -  SPRINGFIELD (1975)
 AC7190
 AC7190                         *CURRENT SURVEY CONTROL
 AC7190  ___________________________________________________________________
 AC7190* NAD 83(1997)-  37 09 38.34844(N)    093 21 13.60519(W)     ADJUSTED  
 AC7190* NAVD 88     -       381.0    (meters)    1250.     (feet)  GPS OBS   
 AC7190  ___________________________________________________________________
 AC7190  X           -    -297,742.584 (meters)                     COMP
 AC7190  Y           -  -5,080,807.184 (meters)                     COMP
 AC7190  Z           -   3,831,829.555 (meters)                     COMP
 AC7190  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AC7190  ELLIP HEIGHT-         351.85  (meters)          (02/17/00) GPS OBS
 AC7190  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 AC7190
 AC7190  HORZ ORDER  -  FIRST
 AC7190  ELLP ORDER  -  FOURTH    CLASS I
 AC7190
 AC7190.The horizontal coordinates were established by GPS observations
 AC7190.and adjusted by the National Geodetic Survey in February 2000..
 AC7190
 AC7190.The orthometric height was determined by GPS observations and a
 AC7190.high-resolution geoid model.
 AC7190
 AC7190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7190
 AC7190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7190
 AC7190.The ellipsoidal height was determined by GPS observations
 AC7190.and is referenced to NAD 83.
 AC7190
 AC7190.The geoid height was determined by GEOID03.
 AC7190
 AC7190;                    North         East     Units Scale Factor Converg.
 AC7190;SPC MO C     -   147,621.756   424,168.159   MT  1.00000415   -0 30 56.7
 AC7190;UTM  15      - 4,112,752.879   468,588.411   MT  0.99961215   -0 12 49.3
 AC7190
 AC7190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7190!SPC MO C     -   0.99994479  x   1.00000415  =   0.99994894
 AC7190!UTM  15      -   0.99994479  x   0.99961215  =   0.99955696
 AC7190
 AC7190                          SUPERSEDED SURVEY CONTROL
 AC7190
 AC7190  NAD 83(1997)-  37 09 38.34856(N)    093 21 13.60515(W) AD(       ) 1
 AC7190  NAD 83(1986)-  37 09 38.36080(N)    093 21 13.60556(W) AD(       ) 1
 AC7190
 AC7190.Superseded values are not recommended for survey control.
 AC7190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7190.See file dsdata.txt to determine how the superseded data were derived.
 AC7190
 AC7190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6858812753(NAD 83)
 AC7190_MARKER: DD = SURVEY DISK
 AC7190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7190_STAMPING: GR-53 1993
 AC7190_MARK LOGO: MODNR 
 AC7190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7190+STABILITY: SURFACE MOTION
 AC7190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7190+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7190
 AC7190  HISTORY     - Date     Condition        Report By
 AC7190  HISTORY     - 1993     MONUMENTED       MODNR
 AC7190
 AC7190                          STATION DESCRIPTION
 AC7190
 AC7190'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7190'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS.
 AC7190'THE STATION MARK IS SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH
 AC7190'THE GROUND SURFACE 0.740 M (2.428 FT) ABOVE THE UNDERGROUND MARK.  THE
 AC7190'STATION IS LOCATED IN THE NORTH RIGHT-OF-WAY OF FARM ROAD -160- IN THE
 AC7190'NE 1/4 OF SECTION 5, T28N, R22W.  THE STATION IS 25.0 FT (7.6 M) NORTH
 AC7190'OF THE ROAD CENTERLINE, 119.5 FT (36.4 M) WEST OF A NAIL AND SHINER IN
 AC7190'A POWER POLE, 157.5 FT (48.0 M) EAST OF A NAIL AND SHINER IN A POWER
 AC7190'POLE, 6.1 FT (1.9 M) SOUTH OF A CARSONITE SIGN POST IN THE
 AC7190'RIGHT-OF-WAY FENCE, AND 49 FT (14.9 M) EAST OF THE CENTERLINE OF A
 AC7190'FIELD ENTRANCE SOUTH. THE AZIMUTH MARK IS A STANDARD ALUMINUM DNR GRS
 AC7190'DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AC7190'SURFACE AND IS LOCATED ABOUT 0.6 MI (1.0 KM) EAST OF THE STATION IN
 AC7190'THE SOUTH RIGHT-OF-WAY OF ROAD -160-, AND ABOUT 200 FT (61.0 M) WEST
 AC7190'OF THE INTERSECTION WITH GOLDEN AVENUE.  THE MARK IS 26.1 FT (8.0 M)
 AC7190'SOUTH OF THE ROAD CENTERLINE, 59.2 FT (18.0 M) SOUTHWEST OF A NAIL AND
 AC7190'SHINER IN A POWER POLE, 21.3 FT (6.5 M) EAST OF THE EAST EDGE OF A
 AC7190'CONCRETE ENTRANCE, 36.5 FT (11.1 M) NORTH OF THE NORTH EDGE OF THE
 AC7190'CONCRETE ROAD, 20.8 FT (6.3 M) WEST OF A NAIL AND SHINER IN A UTILITY
 AC7190'BRACE POLE, AND 2.4 FT (0.7 M) WEST OF A CARSONITE SIGN POST. TO REACH
 AC7190'THE STATION FROM THE INTERSECTION OF HIGHWAY -60- AND -FF- SOUTHWEST
 AC7190'OF SPRINGFIELD, GO SOUTH ON HIGHWAY -FF- FOR 1.3 MI (2.1 KM) TO THE
 AC7190'INTERSECTION WITH FARM ROAD -160- (BATTLEFIELD ROAD) .  TURN RIGHT AND
 AC7190'GO EAST FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT. TO REACH THE
 AC7190'AZIMUTH MARK FROM THE STATION, GO EAST ON FARM ROAD -160- FOR 0.6 MI
 AC7190'(1.0 KM) TO THE CITY LIMITS OF SPRINGFIELD AND THE STATION ON THE
 AC7190'RIGHT. THIS STATION REPLACES STATION SOUTH THAT WAS LOCATED ABOUT 0.6
 AC7190'MI (1.0 KM) WEST OF THIS SITE AND WAS DESTROYED BY HIGHWAY
 AC7190'CONSTRUCTION. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7183 ***********************************************************************
 AC7183  DESIGNATION -  GR 54
 AC7183  PID         -  AC7183
 AC7183  STATE/COUNTY-  MO/GREENE
 AC7183  USGS QUAD   -  PLEASANT HOPE (1975)
 AC7183
 AC7183                         *CURRENT SURVEY CONTROL
 AC7183  ___________________________________________________________________
 AC7183* NAD 83(1997)-  37 23 29.49968(N)    093 17 47.80988(W)     ADJUSTED  
 AC7183* NAVD 88     -       350.4    (meters)    1150.     (feet)  GPS OBS   
 AC7183  ___________________________________________________________________
 AC7183  X           -    -291,779.315 (meters)                     COMP
 AC7183  Y           -  -5,065,583.071 (meters)                     COMP
 AC7183  Z           -   3,852,200.866 (meters)                     COMP
 AC7183  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AC7183  ELLIP HEIGHT-         320.80  (meters)          (02/17/00) GPS OBS
 AC7183  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AC7183
 AC7183  HORZ ORDER  -  FIRST
 AC7183  ELLP ORDER  -  FOURTH    CLASS I
 AC7183
 AC7183.The horizontal coordinates were established by GPS observations
 AC7183.and adjusted by the National Geodetic Survey in February 2000..
 AC7183
 AC7183.The orthometric height was determined by GPS observations and a
 AC7183.high-resolution geoid model.
 AC7183
 AC7183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7183
 AC7183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7183
 AC7183.The ellipsoidal height was determined by GPS observations
 AC7183.and is referenced to NAD 83.
 AC7183
 AC7183.The geoid height was determined by GEOID03.
 AC7183
 AC7183;                    North         East     Units Scale Factor Converg.
 AC7183;SPC MO C     -   173,199.736   429,461.396   MT  0.99999460   -0 29 01.6
 AC7183;UTM  15      - 4,138,348.518   473,744.370   MT  0.99960849   -0 10 48.4
 AC7183
 AC7183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7183!SPC MO C     -   0.99994966  x   0.99999460  =   0.99994426
 AC7183!UTM  15      -   0.99994966  x   0.99960849  =   0.99955817
 AC7183
 AC7183                          SUPERSEDED SURVEY CONTROL
 AC7183
 AC7183  NAD 83(1997)-  37 23 29.49985(N)    093 17 47.80982(W) AD(       ) 1
 AC7183  NAD 83(1986)-  37 23 29.51272(N)    093 17 47.80997(W) AD(       ) 1
 AC7183
 AC7183.Superseded values are not recommended for survey control.
 AC7183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7183.See file dsdata.txt to determine how the superseded data were derived.
 AC7183
 AC7183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7374438349(NAD 83)
 AC7183_MARKER: DD = SURVEY DISK
 AC7183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7183_STAMPING: GR-54 1993
 AC7183_MARK LOGO: MODNR 
 AC7183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7183+STABILITY: SURFACE MOTION
 AC7183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7183+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7183
 AC7183  HISTORY     - Date     Condition        Report By
 AC7183  HISTORY     - 1993     MONUMENTED       MODNR
 AC7183
 AC7183                          STATION DESCRIPTION
 AC7183
 AC7183'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7183'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS.
 AC7183'THE STATION MARK IS SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH
 AC7183'THE GROUND SURFACE 0.857 M (2.812 FT) ABOVE THE UNDERGROUND MARK.  THE
 AC7183'STATION IS LOCATED IN THE EAST RIGHT-OF-WAY OF FARM ROAD -149- IN THE
 AC7183'SE 1/4 OF SECTION 24, T31N, R22W.  THE STATION IS 20.0 FT (6.1 M) EAST
 AC7183'OF THE ROAD CENTERLINE, 40.0 FT (12.2 M) EAST OF A NAIL AND SHINER IN
 AC7183'A CORNER FENCE POST, 8.3 FT (2.5 M) NORTHWEST OF A NAIL AND SHINER IN
 AC7183'A HEDGE POST, 300 FT (91.4 M) NORTH OF THE CENTERLINE OF FARM ROAD
 AC7183'-26-, 2.3 FT (0.7 M) WEST OF THE RIGHT-OF-WAY FENCE AND 1.8 FT (0.5 M)
 AC7183'WEST OF A CARSONITE SIGN POST. THE AZIMUTH MARK IS A STANDARD ALUMINUM
 AC7183'DNR GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE
 AC7183'GROUND SURFACE AND IS LOCATED ABOUT 0.2 MI (0.3 KM) SOUTH OF THE
 AC7183'STATION IN THE WEST RIGHT-OF-WAY OF FARM ROAD -149-.  THE MARK IS 20.7
 AC7183'FT (6.3 M) WEST OF THE ROAD CENTERLINE, 48.0 FT (14.6 M) NORTHWEST OF
 AC7183'A NAIL AND SHINER IN A POWER POLE, 10.1 FT (3.1 M) NORTHEAST OF A NAIL
 AC7183'AND SHINER IN A FENCE POST, 2.2 FT (0.7 M) EAST OF A STEEL FENCE POST,
 AC7183'AND 1.9 FT (0.6 M) EAST OF A CARSONITE SIGN POST. TO REACH THE STATION
 AC7183'FROM THE INTERSECTION OF MISSOURI HIGHWAYS -CC- AND -H- ABOUT 5 MI
 AC7183'(8.0 KM) SOUTH OF PLEASANT HOPE, GO WEST ON -CC- FOR 1.5 MI (2.4 KM)
 AC7183'TO FARM ROAD -149-.  TURN LEFT ONTO FARM ROAD -149- AND GO SOUTH FOR
 AC7183'0.5 MI (0.8 KM) TO THE STATION ON THE LEFT AS DESCRIBED. TO REACH THE
 AC7183'AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON FARM ROAD -149- FOR
 AC7183'0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7180 ***********************************************************************
 AC7180  DESIGNATION -  GR 55
 AC7180  PID         -  AC7180
 AC7180  STATE/COUNTY-  MO/GREENE
 AC7180  USGS QUAD   -  BASSVILLE (1970)
 AC7180
 AC7180                         *CURRENT SURVEY CONTROL
 AC7180  ___________________________________________________________________
 AC7180* NAD 83(1997)-  37 20 35.04020(N)    093 13 55.36415(W)     ADJUSTED  
 AC7180* NAVD 88     -       397.0    (meters)    1302.     (feet)  GPS OBS   
 AC7180  ___________________________________________________________________
 AC7180  X           -    -286,256.726 (meters)                     COMP
 AC7180  Y           -  -5,069,205.055 (meters)                     COMP
 AC7180  Z           -   3,847,954.469 (meters)                     COMP
 AC7180  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 AC7180  ELLIP HEIGHT-         367.58  (meters)          (02/17/00) GPS OBS
 AC7180  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AC7180
 AC7180  HORZ ORDER  -  FIRST
 AC7180  ELLP ORDER  -  FOURTH    CLASS I
 AC7180
 AC7180.The horizontal coordinates were established by GPS observations
 AC7180.and adjusted by the National Geodetic Survey in February 2000..
 AC7180
 AC7180.The orthometric height was determined by GPS observations and a
 AC7180.high-resolution geoid model.
 AC7180
 AC7180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7180
 AC7180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7180
 AC7180.The ellipsoidal height was determined by GPS observations
 AC7180.and is referenced to NAD 83.
 AC7180
 AC7180.The geoid height was determined by GEOID03.
 AC7180
 AC7180;                    North         East     Units Scale Factor Converg.
 AC7180;SPC MO C     -   167,775.240   435,137.168   MT  0.99998514   -0 26 38.6
 AC7180;UTM  15      - 4,132,956.227   479,446.610   MT  0.99960520   -0 08 26.7
 AC7180
 AC7180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7180!SPC MO C     -   0.99994232  x   0.99998514  =   0.99992746
 AC7180!UTM  15      -   0.99994232  x   0.99960520  =   0.99954754
 AC7180
 AC7180                          SUPERSEDED SURVEY CONTROL
 AC7180
 AC7180  NAD 83(1997)-  37 20 35.04037(N)    093 13 55.36408(W) AD(       ) 1
 AC7180  NAD 83(1986)-  37 20 35.05324(N)    093 13 55.36408(W) AD(       ) 1
 AC7180
 AC7180.Superseded values are not recommended for survey control.
 AC7180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7180.See file dsdata.txt to determine how the superseded data were derived.
 AC7180
 AC7180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7944732956(NAD 83)
 AC7180_MARKER: DD = SURVEY DISK
 AC7180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7180_STAMPING: GR-55 1993
 AC7180_MARK LOGO: MODNR 
 AC7180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7180+STABILITY: SURFACE MOTION
 AC7180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7180+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7180
 AC7180  HISTORY     - Date     Condition        Report By
 AC7180  HISTORY     - 1993     MONUMENTED       MODNR
 AC7180
 AC7180                          STATION DESCRIPTION
 AC7180
 AC7180'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7180'THE STATION AND UNDERGROUND MARKS ARE STANDARD ALUMINUM DNR GRS DISKS.
 AC7180'THE STATION MARK IS SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH
 AC7180'THE GROUND SURFACE 0.838 M (2.749 FT) ABOVE THE UNDERGROUND MARK AND
 AC7180'IS LOCATED IN THE NORTH RIGHT-OF-WAY OF FARM ROAD -206A- IN THE NW 1/4
 AC7180'OF SECTION 10, T30N, R21W.  THE STATION IS 27.6 FT (8.4 M) NORTHWEST
 AC7180'OF THE ROAD CENTERLINE, 7.2 FT (2.2 M) SOUTHWEST OF A GRADER BLADE
 AC7180'STEEL POST, 2.5 FT (0.8 M) SOUTHEAST OF A 6 INCH STEEL PIPE POST, 29.6
 AC7180'FT (9.0 M) NORTHEAST OF A 4 INCH STEEL PIPE POST, 14 FT (4.3 M)
 AC7180'NORTHEAST OF A FIELD ENTRANCE, 60.2 FT (18.3 M) NORTHWEST OF A NAIL
 AC7180'AND SHINER IN A CORNER FENCE POST, AND 2.5 FT (0.8 M) SOUTH OF A
 AC7180'CARSONITE SIGN POST. THE AZIMUTH MARK IS A STANDARD ALUMINUM DNR GRS
 AC7180'DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AC7180'SURFACE AND IS LOCATED ABOUT 0.3 MI (0.5 KM) SOUTHWEST OF THE STATION
 AC7180'IN THE SOUTH RIGHT-OF-WAY OF FARM ROAD -206A-.  THE MARK IS 31.1 FT
 AC7180'(9.5 M) SOUTHEAST OF THE ROAD CENTERLINE, 11.0 FT (3.4 M) WEST OF A
 AC7180'GRADER BLADE POST, 71.0 FT (21.6 M) SOUTHWEST OF A PRIVATE DRIVE ON
 AC7180'THE OPPOSITE SIDE OF THE ROAD, 44.0 FT (13.4 M) NORTHEAST OF A PRIVATE
 AC7180'DRIVE ON THE OPPOSITE SIDE OF THE ROAD, AND 8.5 FT (2.6 M) NORTHWEST
 AC7180'OF A CARSONITE SIGN POST IN THE RIGHT-OF-WAY FENCE. TO REACH THE
 AC7180'STATION FROM THE JUNCTION OF MISSOURI ROUTES H AND KK ABOUT 5 MI (8.0
 AC7180'KM) NORTH OF THE GLENSTONE OVERPASS ACROSS I-44 IN NORTHEAST
 AC7180'SPRINGFIELD, GO NORTHEAST ON ROUTE KK FOR 0.85 MI (1.37 KM) TO THE
 AC7180'JUNCTION WHERE KK GOES EAST AND FARM ROAD 206A GOES NORTHEAST,
 AC7180'CONTINUE NORTHEAST ON FARM ROAD 206A FOR 1.35 MI (2.17 KM) TO A
 AC7180'PRIVATE DRIVE ON THE RIGHT AND A FIELD ENTRANCE ON THE LEFT AND THE
 AC7180'STATION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 AC7180'SOUTHWEST ON ROAD -206A- FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT.
 AC7180'DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7219 ***********************************************************************
 AC7219  DESIGNATION -  GR 56
 AC7219  PID         -  AC7219
 AC7219  STATE/COUNTY-  MO/GREENE
 AC7219  USGS QUAD   -  WILLARD (1975)
 AC7219
 AC7219                         *CURRENT SURVEY CONTROL
 AC7219  ___________________________________________________________________
 AC7219* NAD 83(1997)-  37 17 25.91421(N)    093 24 03.03858(W)     ADJUSTED  
 AC7219* NAVD 88     -       372.9    (meters)    1223.     (feet)  GPS OBS   
 AC7219  ___________________________________________________________________
 AC7219  X           -    -301,398.336 (meters)                     COMP
 AC7219  Y           -  -5,071,849.076 (meters)                     COMP
 AC7219  Z           -   3,843,302.556 (meters)                     COMP
 AC7219  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AC7219  ELLIP HEIGHT-         343.39  (meters)          (02/17/00) GPS OBS
 AC7219  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AC7219
 AC7219  HORZ ORDER  -  FIRST
 AC7219  ELLP ORDER  -  FOURTH    CLASS I
 AC7219
 AC7219.The horizontal coordinates were established by GPS observations
 AC7219.and adjusted by the National Geodetic Survey in February 2000..
 AC7219
 AC7219.The orthometric height was determined by GPS observations and a
 AC7219.high-resolution geoid model.
 AC7219
 AC7219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7219
 AC7219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7219
 AC7219.The ellipsoidal height was determined by GPS observations
 AC7219.and is referenced to NAD 83.
 AC7219
 AC7219.The geoid height was determined by GEOID03.
 AC7219
 AC7219;                    North         East     Units Scale Factor Converg.
 AC7219;SPC MO C     -   162,074.202   420,124.923   MT  1.00001190   -0 32 44.9
 AC7219;UTM  15      - 4,127,178.089   464,470.552   MT  0.99961555   -0 14 34.3
 AC7219
 AC7219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7219!SPC MO C     -   0.99994612  x   1.00001190  =   0.99995802
 AC7219!UTM  15      -   0.99994612  x   0.99961555  =   0.99956169
 AC7219
 AC7219                          SUPERSEDED SURVEY CONTROL
 AC7219
 AC7219  NAD 83(1997)-  37 17 25.91436(N)    093 24 03.03852(W) AD(       ) 1
 AC7219  NAD 83(1986)-  37 17 25.92704(N)    093 24 03.03907(W) AD(       ) 1
 AC7219
 AC7219.Superseded values are not recommended for survey control.
 AC7219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7219.See file dsdata.txt to determine how the superseded data were derived.
 AC7219
 AC7219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6447127178(NAD 83)
 AC7219_MARKER: DD = SURVEY DISK
 AC7219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7219_STAMPING: GR-56 1993
 AC7219_MARK LOGO: MODNR 
 AC7219_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7219+STABILITY: SURFACE MOTION
 AC7219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7219+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7219
 AC7219  HISTORY     - Date     Condition        Report By
 AC7219  HISTORY     - 1993     MONUMENTED       MODNR
 AC7219
 AC7219                          STATION DESCRIPTION
 AC7219
 AC7219'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7219'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7219'CONCRETE POST SET FLUSH WITH THE GROUND SURFACE 0.720 M (2.362 FT)
 AC7219'ABOVE THE UNDERGROUND MARK AND IS LOCATED ON THE NORTH SIDE OF COUNTY
 AC7219'ROAD -86- AT THE TRUCK CROSSING FOR THE QUARRY IN THE NW 1/4 OF
 AC7219'SECTION 31, T30N, R22W.  THE STATION IS 21.8 FT (6.6 M) NORTH OF THE
 AC7219'COUNTY ROAD CENTERLINE, 38.1 FT (11.6 M) EAST OF THE QUARRY ROAD
 AC7219'CENTERLINE, 37.7 FT (11.5 M) NORTHEAST OF THE CENTERLINE INTERSECTION,
 AC7219'88 FT (26.8 M) NORTHEAST OF A NAIL AND SHINER IN A POWER POLE, AND
 AC7219'48.5 FT (14.8 M) NORTH OF A NAIL AND SHINER IN A STOP SIGN POST. THE
 AC7219'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7219'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.25
 AC7219'MI (0.40 KM) NORTHWEST OF THE STATION ON THE SOUTH SIDE OF FARM ROAD
 AC7219'-86-.  THE MARK IS 60.6 FT (18.5 M) SOUTHWEST OF A 4 INCH STEEL PIPE
 AC7219'POST AT AN ANGLE POINT IN THE FENCE, 42.5 FT (13.0 M) SOUTH OF A
 AC7219'TELEPHONE CABLE RISER BOX, 6.8 FT (2.1 M) EAST OF A NAIL AND SHINER IN
 AC7219'A POWER POLE, 7 FT (2.1 M) EAST OF A CARSONITE SIGN POST, AND 15.7 FT
 AC7219'(4.8 M) SOUTHWEST OF THE CENTERLINE OF FARM ROAD -86-. TO REACH THE
 AC7219'STATION FROM THE HIGHWAY -160- OVERPASS ACROSS INTERSTATE 44 IN THE
 AC7219'NORTHWEST PART OF SPRINGFIELD, GO WEST ON HIGHWAY -160- FOR 4.9 MI
 AC7219'(7.9 KM) TO FARM ROAD -103- ON THE RIGHT. TURN RIGHT AND GO NORTH ON
 AC7219'FARM ROAD -103- FOR 0.1 MI (0.2 KM) TO A Y-INTERSECTION WITH FARM ROAD
 AC7219'-86-.  MAKE A SHARP RIGHT TURN AND GO SOUTHEAST ON FARM ROAD -86- FOR
 AC7219'0.5 MI (0.8 KM) TO A CROSSROADS WITH THE QUARRY PRIVATE HAUL ROAD AND
 AC7219'THE STATION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC7219'GO NORTHWEST ON FARM ROAD -86- FOR 0.3 MI (0.5 KM) TO THE MARK ON THE
 AC7219'LEFT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7229 ***********************************************************************
 AC7229  DESIGNATION -  GR 57
 AC7229  PID         -  AC7229
 AC7229  STATE/COUNTY-  MO/GREENE
 AC7229  USGS QUAD   -  REPUBLIC (1975)
 AC7229
 AC7229                         *CURRENT SURVEY CONTROL
 AC7229  ___________________________________________________________________
 AC7229* NAD 83(1997)-  37 06 01.24054(N)    093 23 21.94921(W)     ADJUSTED  
 AC7229* NAVD 88     -       383.0    (meters)    1257.     (feet)  GPS OBS   
 AC7229  ___________________________________________________________________
 AC7229  X           -    -301,142.924 (meters)                     COMP
 AC7229  Y           -  -5,084,655.828 (meters)                     COMP
 AC7229  Z           -   3,826,494.462 (meters)                     COMP
 AC7229  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AC7229  ELLIP HEIGHT-         353.92  (meters)          (02/17/00) GPS OBS
 AC7229  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AC7229
 AC7229  HORZ ORDER  -  FIRST
 AC7229  ELLP ORDER  -  FOURTH    CLASS I
 AC7229
 AC7229.The horizontal coordinates were established by GPS observations
 AC7229.and adjusted by the National Geodetic Survey in February 2000..
 AC7229
 AC7229.The orthometric height was determined by GPS observations and a
 AC7229.high-resolution geoid model.
 AC7229
 AC7229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7229
 AC7229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7229
 AC7229.The ellipsoidal height was determined by GPS observations
 AC7229.and is referenced to NAD 83.
 AC7229
 AC7229.The geoid height was determined by GEOID03.
 AC7229
 AC7229;                    North         East     Units Scale Factor Converg.
 AC7229;SPC MO C     -   140,958.122   420,938.874   MT  1.00001031   -0 32 11.6
 AC7229;UTM  15      - 4,106,074.956   465,395.533   MT  0.99961475   -0 14 05.7
 AC7229
 AC7229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7229!SPC MO C     -   0.99994446  x   1.00001031  =   0.99995477
 AC7229!UTM  15      -   0.99994446  x   0.99961475  =   0.99955923
 AC7229
 AC7229                          SUPERSEDED SURVEY CONTROL
 AC7229
 AC7229  NAD 83(1997)-  37 06 01.24068(N)    093 23 21.94914(W) AD(       ) 1
 AC7229  NAD 83(1986)-  37 06 01.25256(N)    093 23 21.94860(W) AD(       ) 1
 AC7229
 AC7229.Superseded values are not recommended for survey control.
 AC7229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7229.See file dsdata.txt to determine how the superseded data were derived.
 AC7229
 AC7229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6539606075(NAD 83)
 AC7229_MARKER: DD = SURVEY DISK
 AC7229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7229_STAMPING: GR-57 1993
 AC7229_MARK LOGO: MODNR 
 AC7229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7229+STABILITY: SURFACE MOTION
 AC7229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7229+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7229
 AC7229  HISTORY     - Date     Condition        Report By
 AC7229  HISTORY     - 1993     MONUMENTED       MODNR
 AC7229
 AC7229                          STATION DESCRIPTION
 AC7229
 AC7229'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7229'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7229'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.677 M (2.221 FT) ABOVE
 AC7229'THE UNDERGROUND MARK AND IS LOCATED ON THE EAST SIDE OF COUNTY ROAD
 AC7229'-115- IN THE SW 1/4 OF SECTION 30, T28N, R22W.  THE STATION IS 19.7 FT
 AC7229'(6.0 M) EAST OF THE ROAD CENTERLINE, 139 FT (42.4 M) SOUTH OF A WALNUT
 AC7229'TREE, 156 FT (47.5 M) NORTH OF A WALNUT TREE, 42.1 FT (12.8 M)
 AC7229'NORTHEAST OF A NAIL AND SHINER IN A HEDGE POST, AND 3.4 FT (1.0 M)
 AC7229'WEST OF A CARSONITE SIGN POST IN THE EAST RIGHT-OF-WAY FENCE. THE
 AC7229'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7229'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.3
 AC7229'MI (0.5 KM) NORTH OF THE STATION ON THE WEST SIDE OF FARM ROAD -115-.
 AC7229'THE MARK IS 15.5 FT (4.7 M) WEST OF THE ROAD CENTERLINE, 71.7 FT (21.9
 AC7229'M) NORTHWEST OF A NAIL AND SHINER IN A FENCE POST, 5.6 FT (1.7 M)
 AC7229'NORTHEAST OF A NAIL AND SHINER IN A POST, 5.1 FT (1.6 M) SOUTHEAST OF
 AC7229'A NAIL AND SHINER IN A POST, 330 FT (100.6 M) NORTH OF THE CENTERLINE
 AC7229'OF FARM ROAD -194-, 197 FT (60.0 M) SOUTH OF THE PROJECTED CENTERLINE
 AC7229'OF A ROAD EAST, AND 2.7 FT (0.8 M) EAST OF A CARSONITE SIGN IN THE
 AC7229'WEST RIGHT-OF-WAY FENCE. TO REACH THE STATION FROM THE INTERSECTION OF
 AC7229'U.S.  HIGHWAY 60 AND HIGHWAYS -MM- AND -M- BETWEEN SPRINGFIELD AND
 AC7229'REPUBLIC, GO EAST ON HIGHWAY -M- FOR 2.4 MI (3.9 KM) TO A CROSSROADS
 AC7229'WITH FARM ROAD -115-.  TURN RIGHT AND GO SOUTH ON FARM ROAD -115- FOR
 AC7229'2.6 MI (4.2 KM) TO THE STATION ON THE LEFT, ABOUT 0.1 MI (0.2 KM)
 AC7229'NORTH OF THE WILSON CREEK CHURCH. TO REACH THE AZIMUTH MARK FROM THE
 AC7229'STATION, GO NORTH ON FARM ROAD -115- FOR 0.3 MI (0.5 KM) TO THE MARK
 AC7229'ON THE LEFT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7201 ***********************************************************************
 AC7201  DESIGNATION -  GR 58
 AC7201  PID         -  AC7201
 AC7201  STATE/COUNTY-  MO/GREENE
 AC7201  USGS QUAD   -  ROGERSVILLE (1970)
 AC7201
 AC7201                         *CURRENT SURVEY CONTROL
 AC7201  ___________________________________________________________________
 AC7201* NAD 83(1997)-  37 07 05.91025(N)    093 07 10.09350(W)     ADJUSTED  
 AC7201* NAVD 88     -       434.6    (meters)    1426.     (feet)  GPS OBS   
 AC7201  ___________________________________________________________________
 AC7201  X           -    -277,119.141 (meters)                     COMP
 AC7201  Y           -  -5,084,858.448 (meters)                     COMP
 AC7201  Z           -   3,828,115.722 (meters)                     COMP
 AC7201  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AC7201  ELLIP HEIGHT-         405.77  (meters)          (02/17/00) GPS OBS
 AC7201  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AC7201
 AC7201  HORZ ORDER  -  FIRST
 AC7201  ELLP ORDER  -  FOURTH    CLASS I
 AC7201
 AC7201.The horizontal coordinates were established by GPS observations
 AC7201.and adjusted by the National Geodetic Survey in February 2000..
 AC7201
 AC7201.The orthometric height was determined by GPS observations and a
 AC7201.high-resolution geoid model.
 AC7201
 AC7201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7201
 AC7201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7201
 AC7201.The ellipsoidal height was determined by GPS observations
 AC7201.and is referenced to NAD 83.
 AC7201
 AC7201.The geoid height was determined by GEOID03.
 AC7201
 AC7201;                    North         East     Units Scale Factor Converg.
 AC7201;SPC MO C     -   142,761.022   444,948.827   MT  0.99997065   -0 22 25.8
 AC7201;UTM  15      - 4,108,003.515   489,386.482   MT  0.99960139   -0 04 19.5
 AC7201
 AC7201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7201!SPC MO C     -   0.99993633  x   0.99997065  =   0.99990698
 AC7201!UTM  15      -   0.99993633  x   0.99960139  =   0.99953774
 AC7201
 AC7201                          SUPERSEDED SURVEY CONTROL
 AC7201
 AC7201  NAD 83(1997)-  37 07 05.91059(N)    093 07 10.09336(W) AD(       ) 1
 AC7201  NAD 83(1986)-  37 07 05.92315(N)    093 07 10.09374(W) AD(       ) 1
 AC7201
 AC7201.Superseded values are not recommended for survey control.
 AC7201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7201.See file dsdata.txt to determine how the superseded data were derived.
 AC7201
 AC7201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8938608004(NAD 83)
 AC7201_MARKER: DD = SURVEY DISK
 AC7201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7201_STAMPING: GR-58 1993
 AC7201_MARK LOGO: MODNR 
 AC7201_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7201+STABILITY: SURFACE MOTION
 AC7201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7201+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 AC7201
 AC7201  HISTORY     - Date     Condition        Report By
 AC7201  HISTORY     - 1993     MONUMENTED       MODNR
 AC7201  HISTORY     - 20040722 GOOD             USPSQD
 AC7201
 AC7201                          STATION DESCRIPTION
 AC7201
 AC7201'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7201'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7201'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.899 M (2.949 FT) ABOVE
 AC7201'THE UNDERGROUND MARK AND IS LOCATED SOUTHWEST OF THE INTERSECTION OF
 AC7201'U.S.  HIGHWAY 60 AND STATE HIGHWAY 125 ABOUT 3.5 MI (5.6 KM) WEST OF
 AC7201'ROGERSVILLE IN THE NE 1/4 OF SECTION 21, T28N, R20W.  THE STATION IS
 AC7201'130 FT (39.6 M) SOUTH OF THE EASTBOUND HIGHWAY -60- CENTERLINE, 34.6
 AC7201'FT (10.5 M) WEST OF THE HIGHWAY -125- CENTERLINE, 50 FT (15.2 M) NORTH
 AC7201'OF A NAIL AND SHINER IN A POWER POLE, 64.7 FT (19.7 M) EAST OF A STEEL
 AC7201'RIGHT-OF-WAY POST, AND 34.4 FT (10.5 M) NORTHEAST OF A CARSONITE SIGN
 AC7201'POST IN A CHAIN LINK FENCE. THE AZIMUTH MARK IS A DNR ALUMINUM GRS
 AC7201'DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AC7201'SURFACE AND IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF THE STATION ON
 AC7201'THE EAST SIDE OF HIGHWAY 125. THE MARK IS 28.1 FT (8.6 M) EAST OF THE
 AC7201'HIGHWAY CENTERLINE, 33.3 FT (10.1 M) SOUTH OF THE CEMETERY DRIVE
 AC7201'CENTERLINE, 23.0 FT (7.0 M) SOUTHEAST OF THE SOUTH END OF A C.M.P.
 AC7201'BENEATH THE DRIVEWAY, 23.8 FT (7.3 M) SOUTHWEST OF THE NORTHWEST
 AC7201'CORNER OF A 14 INCH SQUARE CONCRETE CORNER FENCE POST, AND 2 FT (0.6
 AC7201'M) WEST OF A CARSONITE SIGN POST IN THE EAST RIGHT-OF-WAY FENCE. TO
 AC7201'REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY -125- FOR
 AC7201'0.5 MI (0.8 KM) TO THE HOLLAND CEMETERY AND THE MARK ON THE LEFT. DATE
 AC7201'OF REPORT 08-23-1996
 AC7201
 AC7201                          STATION RECOVERY (2004)
 AC7201
 AC7201'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AC7201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7202 ***********************************************************************
 AC7202  DESIGNATION -  GR 59
 AC7202  PID         -  AC7202
 AC7202  STATE/COUNTY-  MO/GREENE
 AC7202  USGS QUAD   -  OZARK (1975)
 AC7202
 AC7202                         *CURRENT SURVEY CONTROL
 AC7202  ___________________________________________________________________
 AC7202* NAD 83(1997)-  37 07 08.87744(N)    093 09 17.64578(W)     ADJUSTED  
 AC7202* NAVD 88     -       417.8    (meters)    1371.     (feet)  GPS OBS   
 AC7202  ___________________________________________________________________
 AC7202  X           -    -280,259.739 (meters)                     COMP
 AC7202  Y           -  -5,084,617.541 (meters)                     COMP
 AC7202  Z           -   3,828,178.472 (meters)                     COMP
 AC7202  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AC7202  ELLIP HEIGHT-         388.88  (meters)          (02/17/00) GPS OBS
 AC7202  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AC7202
 AC7202  HORZ ORDER  -  FIRST
 AC7202  ELLP ORDER  -  FOURTH    CLASS I
 AC7202
 AC7202.The horizontal coordinates were established by GPS observations
 AC7202.and adjusted by the National Geodetic Survey in February 2000..
 AC7202
 AC7202.The orthometric height was determined by GPS observations and a
 AC7202.high-resolution geoid model.
 AC7202
 AC7202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7202
 AC7202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7202
 AC7202.The ellipsoidal height was determined by GPS observations
 AC7202.and is referenced to NAD 83.
 AC7202
 AC7202.The geoid height was determined by GEOID03.
 AC7202
 AC7202;                    North         East     Units Scale Factor Converg.
 AC7202;SPC MO C     -   142,873.622   441,800.718   MT  0.99997504   -0 23 42.8
 AC7202;UTM  15      - 4,108,099.498   486,238.992   MT  0.99960233   -0 05 36.5
 AC7202
 AC7202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7202!SPC MO C     -   0.99993898  x   0.99997504  =   0.99991402
 AC7202!UTM  15      -   0.99993898  x   0.99960233  =   0.99954133
 AC7202
 AC7202                          SUPERSEDED SURVEY CONTROL
 AC7202
 AC7202  NAD 83(1997)-  37 07 08.87769(N)    093 09 17.64564(W) AD(       ) 1
 AC7202  NAD 83(1986)-  37 07 08.89033(N)    093 09 17.64601(W) AD(       ) 1
 AC7202
 AC7202.Superseded values are not recommended for survey control.
 AC7202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7202.See file dsdata.txt to determine how the superseded data were derived.
 AC7202
 AC7202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8623908099(NAD 83)
 AC7202_MARKER: DD = SURVEY DISK
 AC7202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7202_STAMPING: GR-59 1993
 AC7202_MARK LOGO: MODNR 
 AC7202_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7202+STABILITY: SURFACE MOTION
 AC7202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7202+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7202
 AC7202  HISTORY     - Date     Condition        Report By
 AC7202  HISTORY     - 1993     MONUMENTED       MODNR
 AC7202  HISTORY     - 20040722 MARK NOT FOUND   USPSQD
 AC7202
 AC7202                          STATION DESCRIPTION
 AC7202
 AC7202'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7202'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7202'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.803 M (2.635 FT) ABOVE
 AC7202'THE UNDERGROUND MARK AND IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY
 AC7202'60 IN THE NW 1/4 OF SECTION 20, T28N, R20W.  THE STATION IS 69.6 FT
 AC7202'(21.2 M) SOUTH OF THE EASTBOUND HIGHWAY 60 CENTERLINE, 280 FT (85.3 M)
 AC7202'EAST OF THE CENTERLINE OF COUNTY ROAD -213-, 35.2 FT (10.7 M) WEST OF
 AC7202'A NAIL AND SHINER IN A POWER POLE, 22.1 FT (6.7 M) NORTHWEST OF A
 AC7202'STEEL RIGHT-OF-WAY POST, 23 FT (7.0 M) NORTH OF THE SOUTH RIGHT-OF-WAY
 AC7202'FENCE, AND 2.0 FT (0.6 M) EAST OF A CARSONITE SIGN POST. THE AZIMUTH
 AC7202'MARK IS A STANDARD NATIONAL GEODETIC SURVEY VERTICAL CONTROL MARK
 AC7202'STAMPED -W 347 1989- SET IN A DRILL HOLE IN A 3 FOOT (0.9 M) BY 5 FOOT
 AC7202'(1.5 M) LIMESTONE OUTCROP LOCATED IN THE MEDIAN OF U.S.  HIGHWAY 60
 AC7202'ABOUT 0.5 MI (0.8 KM) EAST OF THE STATION.  THE MARK IS 66.1 FT (20.1
 AC7202'M) SOUTH OF THE WESTBOUND CENTERLINE, 55.4 FT (16.9 M) NORTH OF THE
 AC7202'EASTBOUND CENTERLINE, 275 FT (83.8 M) WEST OF THE CROSS OVER
 AC7202'CENTERLINE FOR FARM ROAD -219- AND 1.1 FT (0.3 M) EAST OF A CARSONITE
 AC7202'SIGN POST. TO REACH THE STATION FROM THE CROSSROADS OF U.S.  HIGHWAY
 AC7202'60 AND COUNTY HIGHWAYS -J- AND -NN- SOUTHEAST OF SPRINGFIELD, GO EAST
 AC7202'ON HIGHWAY 60 FOR 2.0 MI (3.2 KM) TO CROSSROADS WITH FARM ROAD -213-
 AC7202'AND THE STATION ON THE RIGHT, 280 FT (85.3 M) EAST OF THE CROSSROADS.
 AC7202'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 60 FOR
 AC7202'0.5 MI (0.8 KM) TO THE MARK IN THE MEDIAN. DATE OF REPORT 08-23-1996
 AC7202
 AC7202                          STATION RECOVERY (2004)
 AC7202
 AC7202'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AC7202'DENSE THICKET OF BLACKBERRY IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7203 ***********************************************************************
 AC7203  DESIGNATION -  GR 60
 AC7203  PID         -  AC7203
 AC7203  STATE/COUNTY-  MO/GREENE
 AC7203  USGS QUAD   -  GALLOWAY (1975)
 AC7203
 AC7203                         *CURRENT SURVEY CONTROL
 AC7203  ___________________________________________________________________
 AC7203* NAD 83(1997)-  37 08 42.43976(N)    093 08 45.93359(W)     ADJUSTED  
 AC7203* NAVD 88     -       426.0    (meters)    1398.     (feet)  GPS OBS   
 AC7203  ___________________________________________________________________
 AC7203  X           -    -279,382.796 (meters)                     COMP
 AC7203  Y           -  -5,082,928.462 (meters)                     COMP
 AC7203  Z           -   3,830,483.064 (meters)                     COMP
 AC7203  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AC7203  ELLIP HEIGHT-         397.06  (meters)          (02/17/00) GPS OBS
 AC7203  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 AC7203
 AC7203  HORZ ORDER  -  FIRST
 AC7203  ELLP ORDER  -  FOURTH    CLASS I
 AC7203
 AC7203.The horizontal coordinates were established by GPS observations
 AC7203.and adjusted by the National Geodetic Survey in February 2000..
 AC7203
 AC7203.The orthometric height was determined by GPS observations and a
 AC7203.high-resolution geoid model.
 AC7203
 AC7203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7203
 AC7203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7203
 AC7203.The ellipsoidal height was determined by GPS observations
 AC7203.and is referenced to NAD 83.
 AC7203
 AC7203.The geoid height was determined by GEOID03.
 AC7203
 AC7203;                    North         East     Units Scale Factor Converg.
 AC7203;SPC MO C     -   145,752.437   442,603.187   MT  0.99997390   -0 23 24.5
 AC7203;UTM  15      - 4,110,981.428   487,025.991   MT  0.99960207   -0 05 17.6
 AC7203
 AC7203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7203!SPC MO C     -   0.99993769  x   0.99997390  =   0.99991160
 AC7203!UTM  15      -   0.99993769  x   0.99960207  =   0.99953979
 AC7203
 AC7203                          SUPERSEDED SURVEY CONTROL
 AC7203
 AC7203  NAD 83(1997)-  37 08 42.43999(N)    093 08 45.93345(W) AD(       ) 1
 AC7203  NAD 83(1986)-  37 08 42.45267(N)    093 08 45.93382(W) AD(       ) 1
 AC7203
 AC7203.Superseded values are not recommended for survey control.
 AC7203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7203.See file dsdata.txt to determine how the superseded data were derived.
 AC7203
 AC7203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8702610981(NAD 83)
 AC7203_MARKER: DD = SURVEY DISK
 AC7203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7203_STAMPING: GR-60 1993
 AC7203_MARK LOGO: MODNR 
 AC7203_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7203+STABILITY: SURFACE MOTION
 AC7203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7203+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7203
 AC7203  HISTORY     - Date     Condition        Report By
 AC7203  HISTORY     - 1993     MONUMENTED       MODNR
 AC7203
 AC7203                          STATION DESCRIPTION
 AC7203
 AC7203'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7203'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7203'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.700 M (2.297 FT) ABOVE
 AC7203'THE UNDERGROUND MARK AND IS LOCATED NORTHEAST OF THE INTERSECTION OF
 AC7203'COUNTY ROADS -164- AND -219- IN THE NE 1/4 OF SECTION 8, T28N, R20W.
 AC7203'THE STATION IS 45 FT (13.7 M) NORTH OF THE ROAD -164- CENTERLINE, 20.2
 AC7203'FT (6.2 M) EAST OF THE ROAD -219- CENTERLINE, 45.5 FT (13.9 M)
 AC7203'SOUTHEAST OF A NAIL AND SHINER IN A POWER POLE, 32.1 FT (9.8 M)
 AC7203'SOUTHWEST OF THE SOUTHWEST CORNER OF A PARKING LOT, AND 78.3 FT (23.9
 AC7203'M) NORTHWEST OF THE NORTHWEST CORNER OF A STORE BUILDING, AND 51.7 FT
 AC7203'(15.8 M) EAST OF A NAIL AND SHINER IN A POWER POLE. THE AZIMUTH MARK
 AC7203'IS A DNR ALUMINUM GRS DISK SET IN A CONCRETE POST FLUSH WITH THE
 AC7203'GROUND SURFACE AND IS LOCATED ACROSS FROM THE LOGAN CEMETERY ABOUT
 AC7203'0.25 MI (0.40 KM) NORTH OF THE STATION ON THE WEST SIDE OF COUNTY ROAD
 AC7203'-219-.  THE MARK IS 14.6 FT (4.5 M) WEST OF THE ROAD CENTERLINE, 69 FT
 AC7203'(21.0 M) NORTH OF THE PROJECTED CENTER LINE OF A PRIVATE DRIVE ON THE
 AC7203'EAST SIDE OF THE ROAD, 8.1 FT (2.5 M) NORTHEAST OF A NAIL AND SHINER
 AC7203'IN A BRACE POLE, 56 FT (17.1 M) SOUTH OF A FENCE CORNER, 37.3 FT (11.4
 AC7203'M) WEST OF A NAIL AND SHINER IN A POWER POLE, AND 3.9 FT (1.2 M) EAST
 AC7203'OF A CARSONITE SIGN POST IN THE WEST RIGHT-OF-WAY FENCE. TO REACH THE
 AC7203'STATION FROM THE JUNCTION OF HIGHWAYS -J- AND -D- ABOUT 3 MI (4.8 KM)
 AC7203'EAST OF SPRINGFIELD, GO SOUTH ON HIGHWAY -J- FOR 2.3 MI (3.7 KM) TO A
 AC7203'SHARP CURVE TO THE RIGHT AT JUNCTION WITH FARM ROAD -164-.  TURN LEFT
 AC7203'ON FARM ROAD -164- AND GO EAST FOR 1.26 MI (2.03 KM) TO CROSSROADS
 AC7203'WITH FARM ROAD -219- AND THE STATION NORTHEAST OF THE INTERSECTION. TO
 AC7203'REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON FARM ROAD -219-
 AC7203'FOR 0.25 MI (0.40 KM) AND THE MARK ON THE LEFT ACROSS THE ROAD FROM
 AC7203'THE LOGAN CEMETERY. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7205 ***********************************************************************
 AC7205  DESIGNATION -  GR 61
 AC7205  PID         -  AC7205
 AC7205  STATE/COUNTY-  MO/GREENE
 AC7205  USGS QUAD   -  GALLOWAY (1975)
 AC7205
 AC7205                         *CURRENT SURVEY CONTROL
 AC7205  ___________________________________________________________________
 AC7205* NAD 83(1997)-  37 10 52.64971(N)    093 09 22.96875(W)     ADJUSTED  
 AC7205* NAVD 88     -       371.3    (meters)    1218.     (feet)  GPS OBS   
 AC7205  ___________________________________________________________________
 AC7205  X           -    -280,159.515 (meters)                     COMP
 AC7205  Y           -  -5,080,413.380 (meters)                     COMP
 AC7205  Z           -   3,833,649.141 (meters)                     COMP
 AC7205  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AC7205  ELLIP HEIGHT-         342.39  (meters)          (02/17/00) GPS OBS
 AC7205  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AC7205
 AC7205  HORZ ORDER  -  FIRST
 AC7205  ELLP ORDER  -  FOURTH    CLASS I
 AC7205
 AC7205.The horizontal coordinates were established by GPS observations
 AC7205.and adjusted by the National Geodetic Survey in February 2000..
 AC7205
 AC7205.The orthometric height was determined by GPS observations and a
 AC7205.high-resolution geoid model.
 AC7205
 AC7205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7205
 AC7205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7205
 AC7205.The ellipsoidal height was determined by GPS observations
 AC7205.and is referenced to NAD 83.
 AC7205
 AC7205.The geoid height was determined by GEOID03.
 AC7205
 AC7205;                    North         East     Units Scale Factor Converg.
 AC7205;SPC MO C     -   149,772.623   441,717.043   MT  0.99997516   -0 23 48.1
 AC7205;UTM  15      - 4,114,995.392   486,119.003   MT  0.99960237   -0 05 40.2
 AC7205
 AC7205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7205!SPC MO C     -   0.99994627  x   0.99997516  =   0.99992143
 AC7205!UTM  15      -   0.99994627  x   0.99960237  =   0.99954866
 AC7205
 AC7205                          SUPERSEDED SURVEY CONTROL
 AC7205
 AC7205  NAD 83(1997)-  37 10 52.64991(N)    093 09 22.96864(W) AD(       ) 1
 AC7205  NAD 83(1986)-  37 10 52.66264(N)    093 09 22.96897(W) AD(       ) 1
 AC7205
 AC7205.Superseded values are not recommended for survey control.
 AC7205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7205.See file dsdata.txt to determine how the superseded data were derived.
 AC7205
 AC7205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8611914995(NAD 83)
 AC7205_MARKER: DD = SURVEY DISK
 AC7205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7205_STAMPING: GR-61 1993
 AC7205_MARK LOGO: MODNR 
 AC7205_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7205+STABILITY: SURFACE MOTION
 AC7205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7205+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 AC7205
 AC7205  HISTORY     - Date     Condition        Report By
 AC7205  HISTORY     - 1993     MONUMENTED       MODNR
 AC7205  HISTORY     - 20040722 GOOD             USPSQD
 AC7205
 AC7205                          STATION DESCRIPTION
 AC7205
 AC7205'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7205'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7205'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.868 M (2.848 FT) ABOVE
 AC7205'THE UNDERGROUND MARK AND IS LOCATED ON THE NORTH SIDE OF HIGHWAY -D-
 AC7205'IN THE SE 1/4 OF SECTION 30, T29N, R20W.  THE STATION IS 40.7 FT (12.4
 AC7205'M) NORTH OF THE HIGHWAY CENTERLINE, 27.3 FT (8.3 M) WEST OF THE
 AC7205'CENTERLINE OF A PRIVATE DRIVE, 51.1 FT (15.6 M) EAST OF A NAIL AND
 AC7205'SHINER IN A HIGHWAY SIGN POST, 18.6 FT (5.7 M) NORTHEAST OF A PIPE
 AC7205'MAILBOX POST AND 4.6 FT (1.4 M) SOUTH OF A CARSONITE SIGN POST. THE
 AC7205'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A CONCRETE MONUMENT
 AC7205'FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.4 MI (0.6 KM)
 AC7205'WEST OF THE STATION ON THE SOUTH SIDE OF HIGHWAY -D-.  THE MARK IS
 AC7205'34.5 FT (10.5 M) SOUTH OF THE HIGHWAY CENTERLINE, 89.5 FT (27.3 M)
 AC7205'EAST OF THE EAST END OF THE SOUTH GUARDRAIL OF THE BRIDGE ACROSS THE
 AC7205'JAMES RIVER, 28.1 FT (8.6 M) WEST OF THE EASTERNMOST STEEL GUARDRAIL
 AC7205'POST AND 4.2 FT (1.3 M) SOUTH OF A CARSONITE SIGN POST. TO REACH THE
 AC7205'STATION FROM THE JUNCTION OF HIGHWAYS -J- AND -D- ABOUT 3 MI (4.8 KM)
 AC7205'EAST OF SPRINGFIELD, GO EAST ON HIGHWAY -D- FOR 0.15 MI (0.24 KM) TO A
 AC7205'PRIVATE DRIVE AND THE STATION ON THE LEFT. TO REACH THE AZIMUTH MARK
 AC7205'FROM THE STATION, GO WEST ON HIGHWAY -D- FOR 0.42 MI (0.68 KM) TO THE
 AC7205'BRIDGE ACROSS THE JAMES RIVER AND THE MARK ON THE LEFT. DATE OF REPORT
 AC7205'08-23-1996
 AC7205
 AC7205                          STATION RECOVERY (2004)
 AC7205
 AC7205'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AC7205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7206 ***********************************************************************
 AC7206  DESIGNATION -  GR 62
 AC7206  PID         -  AC7206
 AC7206  STATE/COUNTY-  MO/GREENE
 AC7206  USGS QUAD   -  OAK GROVE HEIGHTS (1975)
 AC7206
 AC7206                         *CURRENT SURVEY CONTROL
 AC7206  ___________________________________________________________________
 AC7206* NAD 83(1997)-  37 10 57.18526(N)    093 07 06.36066(W)     ADJUSTED  
 AC7206* NAVD 88     -       420.1    (meters)    1378.     (feet)  GPS OBS   
 AC7206  ___________________________________________________________________
 AC7206  X           -    -276,792.241 (meters)                     COMP
 AC7206  Y           -  -5,080,552.255 (meters)                     COMP
 AC7206  Z           -   3,833,790.038 (meters)                     COMP
 AC7206  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AC7206  ELLIP HEIGHT-         391.19  (meters)          (02/17/00) GPS OBS
 AC7206  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 AC7206
 AC7206  HORZ ORDER  -  FIRST
 AC7206  ELLP ORDER  -  FOURTH    CLASS I
 AC7206
 AC7206.The horizontal coordinates were established by GPS observations
 AC7206.and adjusted by the National Geodetic Survey in February 2000..
 AC7206
 AC7206.The orthometric height was determined by GPS observations and a
 AC7206.high-resolution geoid model.
 AC7206
 AC7206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7206
 AC7206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7206
 AC7206.The ellipsoidal height was determined by GPS observations
 AC7206.and is referenced to NAD 83.
 AC7206
 AC7206.The geoid height was determined by GEOID03.
 AC7206
 AC7206;                    North         East     Units Scale Factor Converg.
 AC7206;SPC MO C     -   149,889.784   445,087.449   MT  0.99997047   -0 22 25.5
 AC7206;UTM  15      - 4,115,130.276   489,487.495   MT  0.99960136   -0 04 17.7
 AC7206
 AC7206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7206!SPC MO C     -   0.99993861  x   0.99997047  =   0.99990909
 AC7206!UTM  15      -   0.99993861  x   0.99960136  =   0.99954000
 AC7206
 AC7206                          SUPERSEDED SURVEY CONTROL
 AC7206
 AC7206  NAD 83(1997)-  37 10 57.18560(N)    093 07 06.36059(W) AD(       ) 1
 AC7206  NAD 83(1986)-  37 10 57.19819(N)    093 07 06.36075(W) AD(       ) 1
 AC7206
 AC7206.Superseded values are not recommended for survey control.
 AC7206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7206.See file dsdata.txt to determine how the superseded data were derived.
 AC7206
 AC7206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8948715130(NAD 83)
 AC7206_MARKER: DD = SURVEY DISK
 AC7206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7206_STAMPING: GR-62 1993
 AC7206_MARK LOGO: MODNR 
 AC7206_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7206+STABILITY: SURFACE MOTION
 AC7206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7206+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 AC7206
 AC7206  HISTORY     - Date     Condition        Report By
 AC7206  HISTORY     - 1993     MONUMENTED       MODNR
 AC7206  HISTORY     - 20040722 GOOD             USPSQD
 AC7206
 AC7206                          STATION DESCRIPTION
 AC7206
 AC7206'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7206'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7206'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.807 M (2.648 FT) ABOVE
 AC7206'THE UNDERGROUND MARK AND IS LOCATED SOUTHEAST OF THE JUNCTION OF
 AC7206'HIGHWAY -125- AND HIGHWAY -D- IN THE SW 1/4 OF SECTION 27, T29N, R20W.
 AC7206'THE STATION IS 63.8 FT (19.4 M) EAST OF MISSOURI HIGHWAY -125-
 AC7206'CENTERLINE, 22.8 FT (6.9 M) SOUTH OF COUNTY ROAD -146- CENTERLINE,
 AC7206'10.3 FT (3.1 M) SOUTHWEST OF A NAIL AND SHINER IN A CORNER FENCE POST,
 AC7206'12.1 FT (3.7 M) NORTHWEST OF A NAIL AND SHINER IN A FENCE BRACE POST,
 AC7206'AND 9.6 FT (2.9 M) WEST OF A CARSONITE SIGN POST IN THE EAST
 AC7206'RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN
 AC7206'A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS
 AC7206'LOCATED ABOUT 0.3 MI (0.5 KM) SOUTH OF THE STATION AT THE INTERSECTION
 AC7206'OF COUNTY ROAD -148- AND HIGHWAY -125-.  THE MARK IS 33.4 FT (10.2 M)
 AC7206'WEST OF THE HIGHWAY -125- CENTERLINE, 22.9 FT (7.0 M) NORTH OF THE
 AC7206'ROAD -148- CENTERLINE, 5.2 FT (1.6 M) NORTHWEST OF A NAIL AND SHINER
 AC7206'IN A POWER POLE, 9.6 FT (2.9 M) SOUTHEAST OF A NAIL AND SHINER IN A
 AC7206'CORNER FENCE POST, AND 9 FT (2.7 M) SOUTHEAST OF A CARSONITE SIGN
 AC7206'POST. THE STATION IS LOCATED AT THE JUNCTION OF HIGHWAYS -125- AND -D-
 AC7206'ABOUT 4.5 MI (7.2 KM) NORTH OF U.S.  HIGHWAY 60 AND ABOUT 6 MI (9.7
 AC7206'KM) EAST OF SPRINGFIELD. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC7206'GO SOUTH ON HIGHWAY -125- FOR 0.33 MI (0.53 KM) TO FARM ROAD -148- AND
 AC7206'THE MARK ON THE RIGHT. DATE OF REPORT 08-23-1996
 AC7206
 AC7206                          STATION RECOVERY (2004)
 AC7206
 AC7206'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AC7206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7207 ***********************************************************************
 AC7207  DESIGNATION -  GR 63
 AC7207  PID         -  AC7207
 AC7207  STATE/COUNTY-  MO/GREENE
 AC7207  USGS QUAD   -  OAK GROVE HEIGHTS (1975)
 AC7207
 AC7207                         *CURRENT SURVEY CONTROL
 AC7207  ___________________________________________________________________
 AC7207* NAD 83(1997)-  37 11 11.20424(N)    093 04 23.63616(W)     ADJUSTED  
 AC7207* NAVD 88     -       428.5    (meters)    1406.     (feet)  GPS OBS   
 AC7207  ___________________________________________________________________
 AC7207  X           -    -272,770.408 (meters)                     COMP
 AC7207  Y           -  -5,080,514.887 (meters)                     COMP
 AC7207  Z           -   3,834,139.456 (meters)                     COMP
 AC7207  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AC7207  ELLIP HEIGHT-         399.60  (meters)          (02/17/00) GPS OBS
 AC7207  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AC7207
 AC7207  HORZ ORDER  -  FIRST
 AC7207  ELLP ORDER  -  FOURTH    CLASS I
 AC7207
 AC7207.The horizontal coordinates were established by GPS observations
 AC7207.and adjusted by the National Geodetic Survey in February 2000..
 AC7207
 AC7207.The orthometric height was determined by GPS observations and a
 AC7207.high-resolution geoid model.
 AC7207
 AC7207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7207
 AC7207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7207
 AC7207.The ellipsoidal height was determined by GPS observations
 AC7207.and is referenced to NAD 83.
 AC7207
 AC7207.The geoid height was determined by GEOID03.
 AC7207
 AC7207;                    North         East     Units Scale Factor Converg.
 AC7207;SPC MO C     -   150,296.713   449,103.654   MT  0.99996523   -0 20 47.3
 AC7207;UTM  15      - 4,115,558.226   493,500.025   MT  0.99960052   -0 02 39.3
 AC7207
 AC7207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7207!SPC MO C     -   0.99993730  x   0.99996523  =   0.99990253
 AC7207!UTM  15      -   0.99993730  x   0.99960052  =   0.99953784
 AC7207
 AC7207                          SUPERSEDED SURVEY CONTROL
 AC7207
 AC7207  NAD 83(1997)-  37 11 11.20448(N)    093 04 23.63607(W) AD(       ) 1
 AC7207  NAD 83(1986)-  37 11 11.21720(N)    093 04 23.63625(W) AD(       ) 1
 AC7207
 AC7207.Superseded values are not recommended for survey control.
 AC7207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7207.See file dsdata.txt to determine how the superseded data were derived.
 AC7207
 AC7207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB9350015558(NAD 83)
 AC7207_MARKER: DD = SURVEY DISK
 AC7207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7207_STAMPING: GR-63 1993
 AC7207_MARK LOGO: MODNR 
 AC7207_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7207+STABILITY: SURFACE MOTION
 AC7207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7207+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7207
 AC7207  HISTORY     - Date     Condition        Report By
 AC7207  HISTORY     - 1993     MONUMENTED       MODNR
 AC7207
 AC7207                          STATION DESCRIPTION
 AC7207
 AC7207'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7207'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7207'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.767 M (2.516 FT) ABOVE
 AC7207'THE UNDERGROUND MARK AND IS LOCATED ON THE SOUTH SIDE OF HIGHWAY -AD-
 AC7207'IN THE NW 1/4 OF SECTION 25, T29N, R20W.  THE STATION IS 25.0 FT (7.6
 AC7207'M) SOUTHWEST OF THE HIGHWAY CENTERLINE, 53.2 FT (16.2 M) SOUTHWEST OF
 AC7207'A TELEPHONE CABLE RISER BOX, 12.7 FT (3.9 M) NORTHWEST OF A NAIL AND
 AC7207'SHINER IN A FENCE BRACE POST, AND 6.2 FT (1.9 M) NORTHEAST OF A
 AC7207'CARSONITE SIGN POST IN THE RIGHT-OF-WAY FENCE. THE AZIMUTH MARK IS A
 AC7207'DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH
 AC7207'WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.3 MI (0.5 KM) EAST OF
 AC7207'THE STATION ON THE SOUTH SIDE OF HIGHWAY -AD-. THE MARK IS 47.2 FT
 AC7207'(14.4 M) SOUTHWEST OF THE HIGHWAY CENTERLINE, 10.3 FT (3.1 M)
 AC7207'NORTHEAST OF A NAIL AND SHINER IN A HEDGE GATE POST, 430 FT (131.1 M)
 AC7207'WEST OF THE CENTERLINE OF A COUNTY ROAD AND 9.9 FT (3.0 M) NORTHEAST
 AC7207'OF A CARSONITE SIGN POST. TO REACH THE STATION FROM THE JUNCTION OF
 AC7207'HIGHWAYS -125- AND -AD- ABOUT 6 MI (9.7 KM) EAST OF U.S.  HIGHWAY 65
 AC7207'AND 4.8 MI (7.7 KM) NORTH OF U.S.  HIGHWAY 60 GO EAST ON HIGHWAY -AD-
 AC7207'FOR 3.1 MI (5.0 KM) TO THE STATION ON THE RIGHT. TO REACH THE AZIMUTH
 AC7207'MARK FROM THE STATION, GO EAST ON HIGHWAY -AD- FOR 0.3 MI (0.5 KM) TO
 AC7207'THE MARK ON THE RIGHT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7204 ***********************************************************************
 AC7204  DESIGNATION -  GR 64
 AC7204  PID         -  AC7204
 AC7204  STATE/COUNTY-  MO/GREENE
 AC7204  USGS QUAD   -  OAK GROVE HEIGHTS (1975)
 AC7204
 AC7204                         *CURRENT SURVEY CONTROL
 AC7204  ___________________________________________________________________
 AC7204* NAD 83(1997)-  37 09 45.00543(N)    093 05 53.67702(W)     ADJUSTED  
 AC7204* NAVD 88     -       430.1    (meters)    1411.     (feet)  GPS OBS   
 AC7204  ___________________________________________________________________
 AC7204  X           -    -275,075.044 (meters)                     COMP
 AC7204  Y           -  -5,082,000.111 (meters)                     COMP
 AC7204  Z           -   3,832,022.978 (meters)                     COMP
 AC7204  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AC7204  ELLIP HEIGHT-         401.29  (meters)          (02/17/00) GPS OBS
 AC7204  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AC7204
 AC7204  HORZ ORDER  -  FIRST
 AC7204  ELLP ORDER  -  FOURTH    CLASS I
 AC7204
 AC7204.The horizontal coordinates were established by GPS observations
 AC7204.and adjusted by the National Geodetic Survey in February 2000..
 AC7204
 AC7204.The orthometric height was determined by GPS observations and a
 AC7204.high-resolution geoid model.
 AC7204
 AC7204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7204
 AC7204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7204
 AC7204.The ellipsoidal height was determined by GPS observations
 AC7204.and is referenced to NAD 83.
 AC7204
 AC7204.The geoid height was determined by GEOID03.
 AC7204
 AC7204;                    North         East     Units Scale Factor Converg.
 AC7204;SPC MO C     -   147,653.234   446,866.151   MT  0.99996810   -0 21 41.0
 AC7204;UTM  15      - 4,112,903.956   491,277.306   MT  0.99960094   -0 03 33.6
 AC7204
 AC7204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7204!SPC MO C     -   0.99993703  x   0.99996810  =   0.99990513
 AC7204!UTM  15      -   0.99993703  x   0.99960094  =   0.99953800
 AC7204
 AC7204                          SUPERSEDED SURVEY CONTROL
 AC7204
 AC7204  NAD 83(1997)-  37 09 45.00576(N)    093 05 53.67685(W) AD(       ) 1
 AC7204  NAD 83(1986)-  37 09 45.01835(N)    093 05 53.67728(W) AD(       ) 1
 AC7204
 AC7204.Superseded values are not recommended for survey control.
 AC7204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7204.See file dsdata.txt to determine how the superseded data were derived.
 AC7204
 AC7204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB9127712904(NAD 83)
 AC7204_MARKER: DD = SURVEY DISK
 AC7204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7204_STAMPING: GR-64 1993
 AC7204_MARK LOGO: MODNR 
 AC7204_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7204+STABILITY: SURFACE MOTION
 AC7204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7204+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 AC7204
 AC7204  HISTORY     - Date     Condition        Report By
 AC7204  HISTORY     - 1993     MONUMENTED       MODNR
 AC7204  HISTORY     - 20040722 GOOD             USPSQD
 AC7204
 AC7204                          STATION DESCRIPTION
 AC7204
 AC7204'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7204'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7204'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.846 M (2.776 FT) ABOVE
 AC7204'THE UNDERGROUND MARK AND IS LOCATED ON THE NORTH SIDE OF HIGHWAY -D-
 AC7204'IN THE SW 1/4 OF SECTION 35, T29N, R20W.  THE STATION IS 3.7 FT (1.1
 AC7204'M) EAST OF A STEEL ROAD SIGN POST, 26.6 FT (8.1 M) WEST OF THE
 AC7204'CENTERLINE OF A FIELD ENTRANCE, 63.9 FT (19.5 M) NORTHWEST OF A NAIL
 AC7204'AND SHINER IN A CORNER POST, 57.2 FT (17.4 M) NORTH OF A NAIL AND
 AC7204'SHINER IN A FENCE POST, 1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS
 AC7204'POST. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH
 AC7204'DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS 0.38 MI
 AC7204'(0.61 KM) EAST OF THE STATION ON THE EAST SIDE OF MISSOURI ROUTE -D-.
 AC7204'THE AZIMUTH IS 39.2 FT (11.9 M) SOUTH OF THE CENTERLINE INTERSECTION
 AC7204'OF FARM ROAD -156- AND FARM ROAD -245-, 54.1 FT (16.5 M) SOUTHWEST OF
 AC7204'A NAIL AND SHINER IN A FENCE POST, 14.8 FT (4.5 M) WEST OF A FENCE,
 AC7204'22.0 FT (6.7 M) WEST OF A NAIL AND SHINER IN A POWER POLE, 54.6 FT
 AC7204'(16.6 M) EAST OF A STEEL SIGN POST, 82.0 FT (25.0 M) EAST-NORTHEAST OF
 AC7204'THE CENTERLINE OF MISSOURI ROUTE -D-. TO REACH THE STATION FROM THE
 AC7204'JUNCTION OF U.S.  HIGHWAY -60- AND STATE HIGHWAY -125- ABOUT 3.5 MI
 AC7204'(5.6 KM) WEST OF ROGERSVILLE, GO NORTH ON HIGHWAY -125- FOR 3.1 MI
 AC7204'(5.0 KM) TO THE JUNCTION WITH HIGHWAY -D-.  TURN RIGHT AND GO EAST ON
 AC7204'HIGHWAY -D- FOR 1.16 MI (1.87 KM) TO THE STATION ON THE LEFT. TO REACH
 AC7204'THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY -D- FOR 0.38 MI
 AC7204'(0.61 KM) TO A CURVE TO THE RIGHT AND FARM ROAD -156- AND THE MARK ON
 AC7204'THE LEFT. DATE OF REPORT 08-23-1996
 AC7204
 AC7204                          STATION RECOVERY (2004)
 AC7204
 AC7204'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AC7204'SOME DIRT OVER COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7209 ***********************************************************************
 AC7209  DESIGNATION -  GR 65
 AC7209  PID         -  AC7209
 AC7209  STATE/COUNTY-  MO/GREENE
 AC7209  USGS QUAD   -  OAK GROVE HEIGHTS (1975)
 AC7209
 AC7209                         *CURRENT SURVEY CONTROL
 AC7209  ___________________________________________________________________
 AC7209* NAD 83(1997)-  37 13 18.08220(N)    093 07 22.12270(W)     ADJUSTED  
 AC7209* NAVD 88     -       434.4    (meters)    1425.     (feet)  GPS OBS   
 AC7209  ___________________________________________________________________
 AC7209  X           -    -277,038.019 (meters)                     COMP
 AC7209  Y           -  -5,077,919.912 (meters)                     COMP
 AC7209  Z           -   3,837,258.590 (meters)                     COMP
 AC7209  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AC7209  ELLIP HEIGHT-         405.46  (meters)          (02/17/00) GPS OBS
 AC7209  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AC7209
 AC7209  HORZ ORDER  -  FIRST
 AC7209  ELLP ORDER  -  FOURTH    CLASS I
 AC7209
 AC7209.The horizontal coordinates were established by GPS observations
 AC7209.and adjusted by the National Geodetic Survey in February 2000..
 AC7209
 AC7209.The orthometric height was determined by GPS observations and a
 AC7209.high-resolution geoid model.
 AC7209
 AC7209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7209
 AC7209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7209
 AC7209.The ellipsoidal height was determined by GPS observations
 AC7209.and is referenced to NAD 83.
 AC7209
 AC7209.The geoid height was determined by GEOID03.
 AC7209
 AC7209;                    North         East     Units Scale Factor Converg.
 AC7209;SPC MO C     -   154,235.705   444,727.226   MT  0.99997095   -0 22 36.3
 AC7209;UTM  15      - 4,119,472.632   489,104.487   MT  0.99960146   -0 04 27.4
 AC7209
 AC7209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7209!SPC MO C     -   0.99993638  x   0.99997095  =   0.99990733
 AC7209!UTM  15      -   0.99993638  x   0.99960146  =   0.99953786
 AC7209
 AC7209                          SUPERSEDED SURVEY CONTROL
 AC7209
 AC7209  NAD 83(1997)-  37 13 18.08243(N)    093 07 22.12262(W) AD(       ) 1
 AC7209  NAD 83(1986)-  37 13 18.09517(N)    093 07 22.12273(W) AD(       ) 1
 AC7209
 AC7209.Superseded values are not recommended for survey control.
 AC7209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7209.See file dsdata.txt to determine how the superseded data were derived.
 AC7209
 AC7209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8910419473(NAD 83)
 AC7209_MARKER: DD = SURVEY DISK
 AC7209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7209_STAMPING: GR-65 1993
 AC7209_MARK LOGO: MODNR 
 AC7209_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7209+STABILITY: SURFACE MOTION
 AC7209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7209+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7209
 AC7209  HISTORY     - Date     Condition        Report By
 AC7209  HISTORY     - 1993     MONUMENTED       MODNR
 AC7209
 AC7209                          STATION DESCRIPTION
 AC7209
 AC7209'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7209'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7209'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.910 M (2.986 FT) ABOVE
 AC7209'THE UNDERGROUND MARK AND IS LOCATED IN THE SE 1/4 OF SECTION 9, T29N,
 AC7209'R20W.  THE STATION IS 6.4 FT (2.0 M) SOUTH OF A CARSONITE POST IN
 AC7209'FENCE, 14.6 FT (4.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE 3RD
 AC7209'BRICK POST FROM THE EAST END, 96.9 FT (29.5 M) WEST OF A RIGHT-OF-WAY
 AC7209'MARKER, 30.3 FT (9.2 M) NORTH OF THE CENTERLINE OF MISSOURI ROUTE -YY-
 AC7209'AND 100.6 FT (30.7 M) EAST OF A NAIL AND SHINER IN A POWER POLE. THE
 AC7209'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7209'CONCRETE POST FLUSH WITH THE SURFACE .3 MI (0.5 KM) WEST OF THE
 AC7209'STATION ON THE SOUTH SIDE OF MISSOURI ROUTE -YY-.  THE AZIMUTH MARK IS
 AC7209'29.6 FT (9.0 M) SOUTH OF THE CENTERLINE OF MISSOURI ROUTE -YY-, 8.7 FT
 AC7209'(2.7 M) NORTHWEST OF A T-POST, 7.5 FT (2.3 M) NORTHWEST OF A T-POST,
 AC7209'AND 245 FT (74.7 M) WEST OF THE CENTERLINE OF FARM ROAD -227-. TO
 AC7209'REACH THE STATION FROM THE JUNCTION OF HIGHWAYS -125- AND -YY- ABOUT 3
 AC7209'MI (4.8 KM) SOUTHWEST OF STRAFFORD, GO EAST ON -YY- FOR 0.73 MI (1.17
 AC7209'KM) TO THE STATION ON THE LEFT. TO REACH THE AZIMUTH MARK FROM THE
 AC7209'STATION, GO WEST ON -YY- FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT
 AC7209'245 FT (74.7 M) WEST OF THE JUNCTION WITH FARM ROAD -227-. DATE OF
 AC7209'REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7211 ***********************************************************************
 AC7211  DESIGNATION -  GR 66
 AC7211  PID         -  AC7211
 AC7211  STATE/COUNTY-  MO/GREENE
 AC7211  USGS QUAD   -  OAK GROVE HEIGHTS (1975)
 AC7211
 AC7211                         *CURRENT SURVEY CONTROL
 AC7211  ___________________________________________________________________
 AC7211* NAD 83(1997)-  37 14 50.06788(N)    093 07 06.99332(W)     ADJUSTED  
 AC7211* NAVD 88     -       445.9    (meters)    1463.     (feet)  GPS OBS   
 AC7211  ___________________________________________________________________
 AC7211  X           -    -276,572.700 (meters)                     COMP
 AC7211  Y           -  -5,076,235.923 (meters)                     COMP
 AC7211  Z           -   3,839,523.429 (meters)                     COMP
 AC7211  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AC7211  ELLIP HEIGHT-         416.95  (meters)          (02/17/00) GPS OBS
 AC7211  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AC7211
 AC7211  HORZ ORDER  -  FIRST
 AC7211  ELLP ORDER  -  FOURTH    CLASS I
 AC7211
 AC7211.The horizontal coordinates were established by GPS observations
 AC7211.and adjusted by the National Geodetic Survey in February 2000..
 AC7211
 AC7211.The orthometric height was determined by GPS observations and a
 AC7211.high-resolution geoid model.
 AC7211
 AC7211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7211
 AC7211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7211
 AC7211.The ellipsoidal height was determined by GPS observations
 AC7211.and is referenced to NAD 83.
 AC7211
 AC7211.The geoid height was determined by GEOID03.
 AC7211
 AC7211;                    North         East     Units Scale Factor Converg.
 AC7211;SPC MO C     -   157,068.882   445,118.725   MT  0.99997042   -0 22 27.9
 AC7211;UTM  15      - 4,122,306.790   489,480.881   MT  0.99960136   -0 04 18.4
 AC7211
 AC7211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7211!SPC MO C     -   0.99993457  x   0.99997042  =   0.99990500
 AC7211!UTM  15      -   0.99993457  x   0.99960136  =   0.99953596
 AC7211
 AC7211                          SUPERSEDED SURVEY CONTROL
 AC7211
 AC7211  NAD 83(1997)-  37 14 50.06810(N)    093 07 06.99324(W) AD(       ) 1
 AC7211  NAD 83(1986)-  37 14 50.08088(N)    093 07 06.99325(W) AD(       ) 1
 AC7211
 AC7211.Superseded values are not recommended for survey control.
 AC7211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7211.See file dsdata.txt to determine how the superseded data were derived.
 AC7211
 AC7211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8948122307(NAD 83)
 AC7211_MARKER: DD = SURVEY DISK
 AC7211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7211_STAMPING: GR-66 1993
 AC7211_MARK LOGO: MODNR 
 AC7211_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7211+STABILITY: SURFACE MOTION
 AC7211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7211+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7211
 AC7211  HISTORY     - Date     Condition        Report By
 AC7211  HISTORY     - 1993     MONUMENTED       MODNR
 AC7211
 AC7211                          STATION DESCRIPTION
 AC7211
 AC7211'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7211'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7211'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.791 M (2.595 FT) ABOVE
 AC7211'THE UNDERGROUND MARK AND IS IN THE NE 1/4 OF SECTION 4, T29N, R20W.
 AC7211'THE STATION IS 15.5 FT (4.7 M) SOUTH OF THE CENTERLINE OF FARM ROAD
 AC7211'-112-, 118.6 FT (36.1 M) WEST OF A NAIL AND SHINER IN A POWER POLE,
 AC7211'4.4 FT (1.3 M) NORTH OF A CARSONITE WITNESS POST, AND 157.2 FT (47.9
 AC7211'M) EAST OF A NAIL AND SHINER IN A POWER POLE. THE AZIMUTH MARK IS A
 AC7211'DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH
 AC7211'WITH THE GROUND AND IS .28 MI (0.45 KM) EAST OF THE STATION.  THE MARK
 AC7211'IS 1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST IN A FENCE, 19.6
 AC7211'FT (6.0 M) WEST OF THE PROJECTED CENTERLINE OF A DRIVEWAY, 38.6 FT
 AC7211'(11.8 M) NORTH OF A NAIL AND SHINER IN A RAILROAD TIE CORNER POST,
 AC7211'18.0 FT (5.5 M) NORTH OF THE CENTERLINE OF FARM ROAD -112-, AND 72.9
 AC7211'FT (22.2 M) EAST OF A TELEPHONE CABLE RISER BOX. TO REACH THE STATION
 AC7211'FROM THE HIGHWAY 125 OVERPASS ACROSS I-44 AT STRAFFORD, GO SOUTH ON
 AC7211'HIGHWAY -125- FOR 1.5 MI (2.4 KM) TO JUNCTION WITH HIGHWAY -OO-.  TURN
 AC7211'LEFT STAYING ON HIGHWAY -125- AND GO SOUTH FOR 1.5 MI (2.4 KM) TO A
 AC7211'CURVE AND CROSSROADS WITH FARM ROAD -112-. TURN LEFT AND GO EAST ON
 AC7211'FARM ROAD -112- FOR 1.1 MI (1.8 KM) TO THE STATION ON THE RIGHT ABOUT
 AC7211'0.1 MI (0.2 KM) WEST OF THE CROSSROAD INTERSECTION WITH FARM ROAD
 AC7211'-231-. TO REACH THE AZIMUTH MARK FORM THE STATION, GO EAST ON FARM
 AC7211'ROAD -112- FOR 0.28 MI (0.45 KM) TO THE MARK ON THE LEFT. DATE OF
 AC7211'REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7210 ***********************************************************************
 AC7210  DESIGNATION -  GR 67
 AC7210  PID         -  AC7210
 AC7210  STATE/COUNTY-  MO/GREENE
 AC7210  USGS QUAD   -  OAK GROVE HEIGHTS (1975)
 AC7210
 AC7210                         *CURRENT SURVEY CONTROL
 AC7210  ___________________________________________________________________
 AC7210* NAD 83(1997)-  37 14 33.23431(N)    093 05 04.71456(W)     ADJUSTED  
 AC7210* NAVD 88     -       415.4    (meters)    1363.     (feet)  GPS OBS   
 AC7210  ___________________________________________________________________
 AC7210  X           -    -273,578.935 (meters)                     COMP
 AC7210  Y           -  -5,076,688.440 (meters)                     COMP
 AC7210  Z           -   3,839,091.865 (meters)                     COMP
 AC7210  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AC7210  ELLIP HEIGHT-         386.51  (meters)          (02/17/00) GPS OBS
 AC7210  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AC7210
 AC7210  HORZ ORDER  -  FIRST
 AC7210  ELLP ORDER  -  FOURTH    CLASS I
 AC7210
 AC7210.The horizontal coordinates were established by GPS observations
 AC7210.and adjusted by the National Geodetic Survey in February 2000..
 AC7210
 AC7210.The orthometric height was determined by GPS observations and a
 AC7210.high-resolution geoid model.
 AC7210
 AC7210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7210
 AC7210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7210
 AC7210.The ellipsoidal height was determined by GPS observations
 AC7210.and is referenced to NAD 83.
 AC7210
 AC7210.The geoid height was determined by GEOID03.
 AC7210
 AC7210;                    North         East     Units Scale Factor Converg.
 AC7210;SPC MO C     -   156,530.805   448,128.946   MT  0.99996647   -0 21 13.8
 AC7210;UTM  15      - 4,121,784.811   492,492.795   MT  0.99960069   -0 03 04.4
 AC7210
 AC7210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7210!SPC MO C     -   0.99993935  x   0.99996647  =   0.99990582
 AC7210!UTM  15      -   0.99993935  x   0.99960069  =   0.99954006
 AC7210
 AC7210                          SUPERSEDED SURVEY CONTROL
 AC7210
 AC7210  NAD 83(1997)-  37 14 33.23454(N)    093 05 04.71449(W) AD(       ) 1
 AC7210  NAD 83(1986)-  37 14 33.24730(N)    093 05 04.71447(W) AD(       ) 1
 AC7210
 AC7210.Superseded values are not recommended for survey control.
 AC7210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7210.See file dsdata.txt to determine how the superseded data were derived.
 AC7210
 AC7210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB9249321785(NAD 83)
 AC7210_MARKER: DD = SURVEY DISK
 AC7210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7210_STAMPING: GR-67 1993
 AC7210_MARK LOGO: MODNR 
 AC7210_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7210+STABILITY: SURFACE MOTION
 AC7210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7210+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7210
 AC7210  HISTORY     - Date     Condition        Report By
 AC7210  HISTORY     - 1993     MONUMENTED       MODNR
 AC7210
 AC7210                          STATION DESCRIPTION
 AC7210
 AC7210'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7210'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7210'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.812 M (2.664 FT) ABOVE
 AC7210'THE UNDERGROUND MARK AND IS IN THE SE 1/4 OF SECTION 2, T29N, R20W.
 AC7210'THE STATION IS 39.8 FT (12.1 M) SOUTHWEST OF A STEEL POST, 19.8 FT
 AC7210'(6.0 M) SOUTH OF THE CENTERLINE OF FARM ROAD -112-, 71.0 FT (21.6 M)
 AC7210'WEST OF A STEEL SIGN POST AND 2.3 FT (0.7 M) NORTH OF A CARSONITE
 AC7210'WITNESS POST. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12
 AC7210'INCH DIAMETER CONCRETE POST AND IS 0.18 MI (0.29 KM) EAST OF THE
 AC7210'STATION.  THE MARK IS 58.8 FT (17.9 M) WEST OF THE CENTERLINE OF FARM
 AC7210'ROAD -249-, 17.1 FT (5.2 M) NORTH OF THE CENTERLINE OF FARM ROAD
 AC7210'-112-, 35.9 FT (10.9 M) NORTH OF A STOP SIGN POST, 59 FT (18.0 M) EAST
 AC7210'OF A STEEL SIGN POST, AND 4.4 FT (1.3 M) SOUTHEAST OF A NAIL AND
 AC7210'SHINER IN A CORNER POST. TO REACH THE STATION FROM THE HIGHWAY 125
 AC7210'OVERPASS ACROSS I-44 AT STRAFFORD, GO SOUTH ON HIGHWAY -125- FOR 1.5
 AC7210'MI (2.4 KM) TO JUNCTION WITH HIGHWAY -OO-.  TURN LEFT STAYING ON
 AC7210'HIGHWAY -125- AND GO SOUTH FOR 1.5 MI (2.4 KM) TO A CURVE AND
 AC7210'CROSSROADS WITH FARM ROAD -112-. TURN LEFT AND GO EAST ON FARM ROAD
 AC7210'-112- FOR 3.25 MI (5.23 KM) TO THE STATION ON THE RIGHT. TO REACH THE
 AC7210'AZIMUTH MARK FROM THE STATION, GO EAST ON FARM ROAD -112- FOR 0.18 MI
 AC7210'(0.29 KM) TO T-INTERSECTION WITH FARM ROAD -249- AND THE MARK ON THE
 AC7210'LEFT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7208 ***********************************************************************
 AC7208  DESIGNATION -  GR 68
 AC7208  PID         -  AC7208
 AC7208  STATE/COUNTY-  MO/GREENE
 AC7208  USGS QUAD   -  OAK GROVE HEIGHTS (1975)
 AC7208
 AC7208                         *CURRENT SURVEY CONTROL
 AC7208  ___________________________________________________________________
 AC7208* NAD 83(1997)-  37 12 58.41321(N)    093 05 08.64731(W)     ADJUSTED  
 AC7208* NAVD 88     -       423.7    (meters)    1390.     (feet)  GPS OBS   
 AC7208  ___________________________________________________________________
 AC7208  X           -    -273,771.293 (meters)                     COMP
 AC7208  Y           -  -5,078,455.925 (meters)                     COMP
 AC7208  Z           -   3,836,769.267 (meters)                     COMP
 AC7208  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 AC7208  ELLIP HEIGHT-         394.83  (meters)          (02/17/00) GPS OBS
 AC7208  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 AC7208
 AC7208  HORZ ORDER  -  FIRST
 AC7208  ELLP ORDER  -  FOURTH    CLASS I
 AC7208
 AC7208.The horizontal coordinates were established by GPS observations
 AC7208.and adjusted by the National Geodetic Survey in February 2000..
 AC7208
 AC7208.The orthometric height was determined by GPS observations and a
 AC7208.high-resolution geoid model.
 AC7208
 AC7208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7208
 AC7208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7208
 AC7208.The ellipsoidal height was determined by GPS observations
 AC7208.and is referenced to NAD 83.
 AC7208
 AC7208.The geoid height was determined by GEOID03.
 AC7208
 AC7208;                    North         East     Units Scale Factor Converg.
 AC7208;SPC MO C     -   153,608.383   448,013.942   MT  0.99996661   -0 21 15.4
 AC7208;UTM  15      - 4,118,862.892   492,393.259   MT  0.99960071   -0 03 06.7
 AC7208
 AC7208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7208!SPC MO C     -   0.99993804  x   0.99996661  =   0.99990466
 AC7208!UTM  15      -   0.99993804  x   0.99960071  =   0.99953878
 AC7208
 AC7208                          SUPERSEDED SURVEY CONTROL
 AC7208
 AC7208  NAD 83(1997)-  37 12 58.41345(N)    093 05 08.64723(W) AD(       ) 1
 AC7208  NAD 83(1986)-  37 12 58.42619(N)    093 05 08.64726(W) AD(       ) 1
 AC7208
 AC7208.Superseded values are not recommended for survey control.
 AC7208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7208.See file dsdata.txt to determine how the superseded data were derived.
 AC7208
 AC7208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB9239318863(NAD 83)
 AC7208_MARKER: DD = SURVEY DISK
 AC7208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7208_STAMPING: GR-68 1993
 AC7208_MARK LOGO: MODNR 
 AC7208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7208+STABILITY: SURFACE MOTION
 AC7208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7208+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7208
 AC7208  HISTORY     - Date     Condition        Report By
 AC7208  HISTORY     - 1993     MONUMENTED       MODNR
 AC7208
 AC7208                          STATION DESCRIPTION
 AC7208
 AC7208'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7208'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7208'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.771 M (2.530 FT) ABOVE
 AC7208'THE UNDERGROUND MARK AND LOCATED IN THE NE 1/4 OF SECTION 14, T29N,
 AC7208'R20W.  THE STATION IS 328 FT (100.0 M) SOUTHEAST OF THE CENTERLINE
 AC7208'INTERSECTION OF MISSOURI ROUTE -YY- AND FARM ROAD -128-, 76.3 FT (23.3
 AC7208'M) SOUTHWEST OF AN ANGLE FENCE POST, 1.5 FT (0.5 M) WEST OF A
 AC7208'CARSONITE WITNESS POST IN A FENCE, 211.2 FT (64.4 M) NORTH OF A POWER
 AC7208'POLE AND 31 FT (9.4 M) EAST OF THE CENTERLINE OF MISSOURI ROUTE -YY-.
 AC7208'THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH CONCRETE
 AC7208'POST FLUSH WITH THE GROUND SURFACE AND IS .5 MI (0.8 KM) SOUTH OF THE
 AC7208'STATION ON MISSOURI ROUTE -YY-.  THE MARK IS 59.1 FT (18.0 M) WSW OF A
 AC7208'NAIL AND SHINER IN A POWER POLE, 27.7 FT (8.4 M) WEST OF THE
 AC7208'CENTERLINE OF MISSOURI ROUTE -YY-, 271 FT (82.6 M) NORTH OF THE END OF
 AC7208'STATE MAINTENANCE SIGN, 8.4 FT (2.6 M) EAST OF A CARSONITE WITNESS
 AC7208'POST IN A FENCE, AND 42.6 FT (13.0 M) SOUTHEAST OF A 3 INCH PIPE GATE
 AC7208'POST. TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS -125- AND
 AC7208'-YY- ABOUT 3 MI (4.8 KM) SOUTHWEST OF STRAFFORD, GO EAST ON -YY- FOR
 AC7208'2.93 MI (4.72 KM) TO A CURVE TO THE RIGHT AND THE STATION ON THE LEFT.
 AC7208'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON -YY- FOR 0.5
 AC7208'MI (0.8 KM) TO THE MARK ON THE RIGHT 271 FT (82.6 M) NORTH OF THE END
 AC7208'OF STATE MAINTAINED ROAD SURFACE. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7227 ***********************************************************************
 AC7227  DESIGNATION -  GR 69
 AC7227  PID         -  AC7227
 AC7227  STATE/COUNTY-  MO/GREENE
 AC7227  USGS QUAD   -  BROOKLINE (1975)
 AC7227
 AC7227                         *CURRENT SURVEY CONTROL
 AC7227  ___________________________________________________________________
 AC7227* NAD 83(1997)-  37 09 17.40499(N)    093 27 44.03719(W)     ADJUSTED  
 AC7227* NAVD 88     -       381.0    (meters)    1250.     (feet)  GPS OBS   
 AC7227  ___________________________________________________________________
 AC7227  X           -    -307,382.889 (meters)                     COMP
 AC7227  Y           -  -5,080,623.701 (meters)                     COMP
 AC7227  Z           -   3,831,314.904 (meters)                     COMP
 AC7227  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 AC7227  ELLIP HEIGHT-         351.75  (meters)          (02/17/00) GPS OBS
 AC7227  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 AC7227
 AC7227  HORZ ORDER  -  FIRST
 AC7227  ELLP ORDER  -  FOURTH    CLASS I
 AC7227
 AC7227.The horizontal coordinates were established by GPS observations
 AC7227.and adjusted by the National Geodetic Survey in February 2000..
 AC7227
 AC7227.The orthometric height was determined by GPS observations and a
 AC7227.high-resolution geoid model.
 AC7227
 AC7227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7227
 AC7227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7227
 AC7227.The ellipsoidal height was determined by GPS observations
 AC7227.and is referenced to NAD 83.
 AC7227
 AC7227.The geoid height was determined by GEOID03.
 AC7227
 AC7227;                    North         East     Units Scale Factor Converg.
 AC7227;SPC MO C     -   147,068.353   414,528.656   MT  1.00002329   -0 34 52.3
 AC7227;UTM  15      - 4,112,148.910   458,955.788   MT  0.99962075   -0 16 45.0
 AC7227
 AC7227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7227!SPC MO C     -   0.99994480  x   1.00002329  =   0.99996809
 AC7227!UTM  15      -   0.99994480  x   0.99962075  =   0.99956557
 AC7227
 AC7227                          SUPERSEDED SURVEY CONTROL
 AC7227
 AC7227  NAD 83(1997)-  37 09 17.40511(N)    093 27 44.03714(W) AD(       ) 1
 AC7227  NAD 83(1986)-  37 09 17.41688(N)    093 27 44.03790(W) AD(       ) 1
 AC7227
 AC7227.Superseded values are not recommended for survey control.
 AC7227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7227.See file dsdata.txt to determine how the superseded data were derived.
 AC7227
 AC7227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB5895612149(NAD 83)
 AC7227_MARKER: DD = SURVEY DISK
 AC7227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7227_STAMPING: GR-69 1993
 AC7227_MARK LOGO: MODNR 
 AC7227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7227+STABILITY: SURFACE MOTION
 AC7227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7227+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7227
 AC7227  HISTORY     - Date     Condition        Report By
 AC7227  HISTORY     - 1993     MONUMENTED       MODNR
 AC7227
 AC7227                          STATION DESCRIPTION
 AC7227
 AC7227'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7227'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7227'CONCRETE POST FLUSH WITH THE SURFACE 0.716 M (2.349 FT) ABOVE THE
 AC7227'UNDERGROUND MARK AND IS LOCATED ON THE NORTH SIDE OF COUNTY ROAD -164-
 AC7227'IN THE SE 1/4 OF SECTION 5, T28N, R23W.  THE STATION IS 13.3 FT (4.1
 AC7227'M) NORTH OF THE ROAD CENTERLINE, 31.8 FT (9.7 M) EAST OF THE PROJECTED
 AC7227'CENTERLINE OF A PRIVATE DRIVE ON THE SOUTH SIDE OF THE COUNTY ROAD,
 AC7227'59.4 FT (18.1 M) NORTHEAST OF A NAIL AND SHINER IN A UTILITY POLE,
 AC7227'82.1 FT (25.0 M) EAST OF A NAIL AND SHINER IN A POWER POLE, AND 24.1
 AC7227'FT (7.3 M) WEST OF A NAIL AND SHINER IN A WOODEN POST. THE AZIMUTH
 AC7227'MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE
 AC7227'POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.4 MI (0.6
 AC7227'KM) WEST OF THE STATION ON THE SOUTH SIDE OF COUNTY ROAD -164-.  THE
 AC7227'MARK IS 16.5 FT (5.0 M) SOUTH OF THE ROAD -164- CENTERLINE, 27.3 FT
 AC7227'(8.3 M) EAST OF COUNTY ROAD -85- CENTERLINE, 11.9 FT (3.6 M) NORTHEAST
 AC7227'OF A STEEL STOP SIGN POST, 52.1 FT (15.9 M) SOUTHEAST OF A NAIL AND
 AC7227'SHINER IN A POWER POLE, 35.8 FT (10.9 M) SOUTHEAST OF A NAIL AND
 AC7227'SHINER IN A UTILITY BRACE POLE, AND 2.5 FT (0.8 M) NORTH OF A
 AC7227'CARSONITE SIGN POST IN THE SOUTH RIGHT-OF-WAY FENCE. TO REACH THE
 AC7227'STATION FROM THE INTERSECTION OF MISSOURI ROUTE -TT-, MISSOURI ROUTE
 AC7227'-N-, AND FARM ROAD -164- .2 MI (0.3 KM) NORTH OF REPUBLIC, GO EAST ON
 AC7227'FARM ROAD -164- FOR .91 MI (1.46 KM) TO THE STATION ON THE LEFT AS
 AC7227'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN WEST ON
 AC7227'FARM ROAD -164- FOR 0.41 MI (0.66 KM) TO THE AZIMUTH MARK ON THE LEFT
 AC7227'AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7226 ***********************************************************************
 AC7226  DESIGNATION -  GR 70
 AC7226  PID         -  AC7226
 AC7226  STATE/COUNTY-  MO/GREENE
 AC7226  USGS QUAD   -  BROOKLINE (1975)
 AC7226
 AC7226                         *CURRENT SURVEY CONTROL
 AC7226  ___________________________________________________________________
 AC7226* NAD 83(1997)-  37 11 23.89215(N)    093 28 17.05719(W)     ADJUSTED  
 AC7226* NAVD 88     -       377.7    (meters)    1239.     (feet)  GPS OBS   
 AC7226  ___________________________________________________________________
 AC7226  X           -    -308,053.385 (meters)                     COMP
 AC7226  Y           -  -5,078,219.839 (meters)                     COMP
 AC7226  Z           -   3,834,420.080 (meters)                     COMP
 AC7226  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 AC7226  ELLIP HEIGHT-         348.31  (meters)          (02/17/00) GPS OBS
 AC7226  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AC7226
 AC7226  HORZ ORDER  -  FIRST
 AC7226  ELLP ORDER  -  FOURTH    CLASS I
 AC7226
 AC7226.The horizontal coordinates were established by GPS observations
 AC7226.and adjusted by the National Geodetic Survey in February 2000..
 AC7226
 AC7226.The orthometric height was determined by GPS observations and a
 AC7226.high-resolution geoid model.
 AC7226
 AC7226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7226
 AC7226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7226
 AC7226.The ellipsoidal height was determined by GPS observations
 AC7226.and is referenced to NAD 83.
 AC7226
 AC7226.The geoid height was determined by GEOID03.
 AC7226
 AC7226;                    North         East     Units Scale Factor Converg.
 AC7226;SPC MO C     -   150,975.899   413,753.850   MT  1.00002493   -0 35 14.0
 AC7226;UTM  15      - 4,116,050.743   458,160.707   MT  0.99962156   -0 17 05.8
 AC7226
 AC7226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7226!SPC MO C     -   0.99994534  x   1.00002493  =   0.99997027
 AC7226!UTM  15      -   0.99994534  x   0.99962156  =   0.99956692
 AC7226
 AC7226                          SUPERSEDED SURVEY CONTROL
 AC7226
 AC7226  NAD 83(1997)-  37 11 23.89227(N)    093 28 17.05714(W) AD(       ) 1
 AC7226  NAD 83(1986)-  37 11 23.90408(N)    093 28 17.05794(W) AD(       ) 1
 AC7226
 AC7226.Superseded values are not recommended for survey control.
 AC7226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7226.See file dsdata.txt to determine how the superseded data were derived.
 AC7226
 AC7226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB5816116051(NAD 83)
 AC7226_MARKER: DD = SURVEY DISK
 AC7226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7226_STAMPING: GR-70 1993
 AC7226_MARK LOGO: MODNR 
 AC7226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7226+STABILITY: SURFACE MOTION
 AC7226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7226+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7226
 AC7226  HISTORY     - Date     Condition        Report By
 AC7226  HISTORY     - 1993     MONUMENTED       MODNR
 AC7226
 AC7226                          STATION DESCRIPTION
 AC7226
 AC7226'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7226'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7226'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.737 M (2.418 FT) ABOVE
 AC7226'THE UNDERGROUND MARK AND IS LOCATED ON THE SOUTH SIDE OF COUNTY ROAD
 AC7226'-144- IN THE SW 1/4 SECTION 29, T29N, R23W.  THE STATION IS 29.3 FT
 AC7226'(8.9 M) SOUTH OF THE COUNTY ROAD CENTER LINE, 51.2 FT (15.6 M) EAST OF
 AC7226'A PRIVATE DRIVE CENTERLINE, 136.3 FT (41.5 M) EAST OF THE NORTHEAST
 AC7226'STEEL PIPE CORNER POST OF A FENCE AROUND A MICROWAVE TOWER, 11.3 FT
 AC7226'(3.4 M) NORTHEAST OF A NAIL AND SHINER IN A CORNER POST, AND 10.8 FT
 AC7226'(3.3 M) WEST OF A STEEL RIGHT-OF-WAY MARKER POST. THE AZIMUTH MARK IS
 AC7226'A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH
 AC7226'WITH THE GROUND SURFACE AND IS LOCATED 0.33 MI (0.53 KM) EAST OF THE
 AC7226'STATION IN THE GRASSY AREA BETWEEN THE EASTBOUND LANES OF INTERSTATE
 AC7226'HIGHWAY 44 AND COUNTY ROAD -144-.  THE MARK IS 49.2 FT (15.0 M) SOUTH
 AC7226'OF THE CENTERLINE OF THE EASTBOUND LANE OF HIGHWAY 44, 37.5 FT (11.4
 AC7226'M) NORTH OF THE CENTER LINE OF COUNTY ROAD -144-, 237 FT (72.2 M) WEST
 AC7226'OF THE CENTERLINE OF COUNTY ROAD -87-, 14.3 FT (4.4 M) SOUTHWEST OF
 AC7226'THE NORTH I-BEAM POST OF A HIGHWAY DEPARTMENT INFORMATION SIGN, AND
 AC7226'13.7 FT (4.2 M) NORTHWEST OF THE SOUTH I-BEAM POST OF THE INFORMATION
 AC7226'SIGN. TO REACH THE STATION FROM I-44 EXIT -67- AT MISSOURI ROUTES -N-
 AC7226'AND -T- ABOUT 4 MI (6.4 KM) NORTH OF REPUBLIC, GO SOUTH ON ROUTE -N-
 AC7226'FOR 0.10 MI (0.16 KM) TO THE SOUTH SERVICE ROAD.  TURN LEFT AND GO
 AC7226'EAST ON THE SOUTH SERVICE ROAD FOR 0.47 MI (0.76 KM) TO THE STATION ON
 AC7226'THE RIGHT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC7226'CONTINUE EAST ON THE SOUTH SERVICE ROAD FOR 0.33 MI (0.53 KM) TO THE
 AC7226'AZIMUTH MARK ON THE LEFT AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7225 ***********************************************************************
 AC7225  DESIGNATION -  GR 71
 AC7225  PID         -  AC7225
 AC7225  STATE/COUNTY-  MO/GREENE
 AC7225  USGS QUAD   -  BROOKLINE (1975)
 AC7225
 AC7225                         *CURRENT SURVEY CONTROL
 AC7225  ___________________________________________________________________
 AC7225* NAD 83(1997)-  37 12 49.14262(N)    093 27 30.31187(W)     ADJUSTED  
 AC7225* NAVD 88     -       375.8    (meters)    1233.     (feet)  GPS OBS   
 AC7225  ___________________________________________________________________
 AC7225  X           -    -306,806.559 (meters)                     COMP
 AC7225  Y           -  -5,076,701.788 (meters)                     COMP
 AC7225  Z           -   3,836,512.363 (meters)                     COMP
 AC7225  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 AC7225  ELLIP HEIGHT-         346.40  (meters)          (02/17/00) GPS OBS
 AC7225  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 AC7225
 AC7225  HORZ ORDER  -  FIRST
 AC7225  ELLP ORDER  -  FOURTH    CLASS I
 AC7225
 AC7225.The horizontal coordinates were established by GPS observations
 AC7225.and adjusted by the National Geodetic Survey in February 2000..
 AC7225
 AC7225.The orthometric height was determined by GPS observations and a
 AC7225.high-resolution geoid model.
 AC7225
 AC7225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7225
 AC7225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7225
 AC7225.The ellipsoidal height was determined by GPS observations
 AC7225.and is referenced to NAD 83.
 AC7225
 AC7225.The geoid height was determined by GEOID03.
 AC7225
 AC7225;                    North         East     Units Scale Factor Converg.
 AC7225;SPC MO C     -   153,592.203   414,933.318   MT  1.00002244   -0 34 46.8
 AC7225;UTM  15      - 4,118,672.178   459,325.883   MT  0.99962038   -0 16 38.1
 AC7225
 AC7225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7225!SPC MO C     -   0.99994564  x   1.00002244  =   0.99996808
 AC7225!UTM  15      -   0.99994564  x   0.99962038  =   0.99956604
 AC7225
 AC7225                          SUPERSEDED SURVEY CONTROL
 AC7225
 AC7225  NAD 83(1997)-  37 12 49.14275(N)    093 27 30.31182(W) AD(       ) 1
 AC7225  NAD 83(1986)-  37 12 49.15503(N)    093 27 30.31261(W) AD(       ) 1
 AC7225
 AC7225.Superseded values are not recommended for survey control.
 AC7225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7225.See file dsdata.txt to determine how the superseded data were derived.
 AC7225
 AC7225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB5932618672(NAD 83)
 AC7225_MARKER: DD = SURVEY DISK
 AC7225_SETTING: 66 = SET IN ROCK OUTCROP
 AC7225_STAMPING: GR-71 1993
 AC7225_MARK LOGO: MODNR 
 AC7225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7225+STABILITY: POSITION/ELEVATION WELL
 AC7225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7225+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7225
 AC7225  HISTORY     - Date     Condition        Report By
 AC7225  HISTORY     - 1993     MONUMENTED       MODNR
 AC7225
 AC7225                          STATION DESCRIPTION
 AC7225
 AC7225'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7225'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A DRILL HOLE IN A 5 FOOT
 AC7225'(1.5 M) BY 5 FOOT (1.5 M) BY 5 FOOT (1.5 M) TRIANGULAR SHAPED
 AC7225'LIMESTONE OUTCROP ON THE NORTH SIDE OF MISSOURI ROUTE -266- IN THE SW
 AC7225'1/4 OF SECTION 16, T29N, R23E.  THE STATION IS 28 FT (8.5 M) NORTH OF
 AC7225'THE ROAD -266- CENTERLINE, 211 FT (64.3 M) EAST OF THE CENTERLINE OF
 AC7225'COUNTY ROAD -89-, 31 FT (9.4 M) SOUTHWEST OF A NAIL AND SHINER IN A
 AC7225'POWER POLE AND 6.8 FT (2.1 M) NORTH OF A CARSONITE WITNESS POST. THE
 AC7225'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7225'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.3
 AC7225'MI (0.5 KM) EAST OF THE STATION ON THE SOUTH SIDE OF HIGHWAY -266-.
 AC7225'THE MARK IS 25.9 FT (7.9 M) SOUTH OF THE HIGHWAY CENTERLINE, 81.5 FT
 AC7225'(24.8 M) EAST OF THE CENTERLINE OF A PRIVATE DRIVE, 4.3 FT (1.3 M)
 AC7225'NORTHEAST OF A NAIL AND SHINER IN A FENCE POST, 67.0 FT (20.4 M)
 AC7225'SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE AND 3 FT (0.9 M) NORTH
 AC7225'OF A CARSONITE SIGN POST IN THE SOUTH RIGHT-OF-WAY FENCE. TO REACH THE
 AC7225'STATION FROM I-44 AT THE MISSOURI HIGHWAY -266- OVERPASS ABOUT 2 MI
 AC7225'(3.2 KM) SOUTH OF THE SPRINGFIELD MUNICIPAL AIRPORT, GO WEST ON
 AC7225'MISSOURI HIGHWAY -266- FOR 4.07 MI (6.55 KM) TO THE STATION ON THE
 AC7225'RIGHT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN
 AC7225'EAST ON MISSOURI HIGHWAY -266- FOR .35 MI (0.56 KM) TO THE AZIMUTH
 AC7225'MARK ON THE RIGHT AS DESCRIBED.  DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7216 ***********************************************************************
 AC7216  DESIGNATION -  GR 72
 AC7216  PID         -  AC7216
 AC7216  STATE/COUNTY-  MO/GREENE
 AC7216  USGS QUAD   -  BROOKLINE (1975)
 AC7216
 AC7216                         *CURRENT SURVEY CONTROL
 AC7216  ___________________________________________________________________
 AC7216* NAD 83(1997)-  37 14 33.31873(N)    093 27 28.53085(W)     ADJUSTED  
 AC7216* NAVD 88     -       383.7    (meters)    1259.     (feet)  GPS OBS   
 AC7216  ___________________________________________________________________
 AC7216  X           -    -306,645.902 (meters)                     COMP
 AC7216  Y           -  -5,074,771.137 (meters)                     COMP
 AC7216  Z           -   3,839,074.414 (meters)                     COMP
 AC7216  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 AC7216  ELLIP HEIGHT-         354.25  (meters)          (02/17/00) GPS OBS
 AC7216  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AC7216
 AC7216  HORZ ORDER  -  FIRST
 AC7216  ELLP ORDER  -  FOURTH    CLASS I
 AC7216
 AC7216.The horizontal coordinates were established by GPS observations
 AC7216.and adjusted by the National Geodetic Survey in February 2000..
 AC7216
 AC7216.The orthometric height was determined by GPS observations and a
 AC7216.high-resolution geoid model.
 AC7216
 AC7216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7216
 AC7216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7216
 AC7216.The ellipsoidal height was determined by GPS observations
 AC7216.and is referenced to NAD 83.
 AC7216
 AC7216.The geoid height was determined by GEOID03.
 AC7216
 AC7216;                    North         East     Units Scale Factor Converg.
 AC7216;SPC MO C     -   156,803.239   415,009.716   MT  1.00002228   -0 34 47.1
 AC7216;UTM  15      - 4,121,882.282   459,385.302   MT  0.99962032   -0 16 37.7
 AC7216
 AC7216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7216!SPC MO C     -   0.99994441  x   1.00002228  =   0.99996669
 AC7216!UTM  15      -   0.99994441  x   0.99962032  =   0.99956475
 AC7216
 AC7216                          SUPERSEDED SURVEY CONTROL
 AC7216
 AC7216  NAD 83(1997)-  37 14 33.31887(N)    093 27 28.53080(W) AD(       ) 1
 AC7216  NAD 83(1986)-  37 14 33.33134(N)    093 27 28.53167(W) AD(       ) 1
 AC7216
 AC7216.Superseded values are not recommended for survey control.
 AC7216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7216.See file dsdata.txt to determine how the superseded data were derived.
 AC7216
 AC7216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB5938521882(NAD 83)
 AC7216_MARKER: DD = SURVEY DISK
 AC7216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7216_STAMPING: GR-72 1993
 AC7216_MARK LOGO: MODNR 
 AC7216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7216+STABILITY: SURFACE MOTION
 AC7216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7216+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7216
 AC7216  HISTORY     - Date     Condition        Report By
 AC7216  HISTORY     - 1993     MONUMENTED       MODNR
 AC7216
 AC7216                          STATION DESCRIPTION
 AC7216
 AC7216'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7216'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7216'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.762 M (2.500 FT) ABOVE
 AC7216'THE UNDERGROUND MARK AND IS LOCATED SOUTHEAST OF THE INTERSECTION OF
 AC7216'MISSOURI HIGHWAY -EE- AND COUNTY ROAD -89- IN THE NW 1/4 OF SECTION 9,
 AC7216'T29N, R23W.  THE STATION IS 37.3 FT (11.4 M) SOUTH OF THE HIGHWAY -EE-
 AC7216'CENTERLINE, 24.3 FT (7.4 M) EAST OF THE FARM ROAD -89- CENTERLINE, AND
 AC7216'2.3 FT (0.7 M) NORTHWEST OF A 2 INCH STEEL PIPE CORNER POST. THE
 AC7216'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7216'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED 0.5 MI (0.8
 AC7216'KM) EAST OF THE STATION, NORTHEAST OF THE INTERSECTION OF MISSOURI
 AC7216'HIGHWAY -EE- AND COUNTY ROAD -93-.  THE MARK IS 33.0 FT (10.1 M) NORTH
 AC7216'OF THE HIGHWAY -EE- CENTERLINE, 81.0 FT (24.7 M) EAST OF THE ROAD -93-
 AC7216'CENTERLINE, 83.8 FT (25.5 M) SOUTHEAST OF A NAIL AND SHINER IN A POWER
 AC7216'POLE, 17.3 FT (5.3 M) SOUTH OF A NAIL AND SHINER IN A HEDGE POST, 10.9
 AC7216'FT (3.3 M) SOUTHWEST OF A WATER HYDRANT, AND 17 FT (5.2 M) SOUTH OF A
 AC7216'CARSONITE SIGN POST. TO REACH THE STATION FROM THE CROSSROADS OF
 AC7216'HIGHWAYS -AB- AND -EE- ABOUT 2.5 MI (4.0 KM) WEST OF THE SPRINGFIELD
 AC7216'MUNICIPAL AIRPORT, GO WEST ON -EE- FOR 1.5 MI (2.4 KM) TO CROSSROADS
 AC7216'WITH FARM ROAD -89- AND THE STATION SOUTHEAST OF THE INTERSECTION. TO
 AC7216'REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY -EE- FOR
 AC7216'0.5 MI (0.8 KM) TO CROSSROADS WITH FARM ROAD -93- AND THE MARK
 AC7216'NORTHEAST OF THE INTERSECTION. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7224 ***********************************************************************
 AC7224  DESIGNATION -  GR 73
 AC7224  PID         -  AC7224
 AC7224  STATE/COUNTY-  MO/GREENE
 AC7224  USGS QUAD   -  BROOKLINE (1975)
 AC7224
 AC7224                         *CURRENT SURVEY CONTROL
 AC7224  ___________________________________________________________________
 AC7224* NAD 83(1997)-  37 14 51.81324(N)    093 25 48.75274(W)     ADJUSTED  
 AC7224* NAVD 88     -       380.4    (meters)    1248.     (feet)  GPS OBS   
 AC7224  ___________________________________________________________________
 AC7224  X           -    -304,170.202 (meters)                     COMP
 AC7224  Y           -  -5,074,571.782 (meters)                     COMP
 AC7224  Z           -   3,839,526.316 (meters)                     COMP
 AC7224  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 AC7224  ELLIP HEIGHT-         350.95  (meters)          (02/17/00) GPS OBS
 AC7224  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AC7224
 AC7224  HORZ ORDER  -  FIRST
 AC7224  ELLP ORDER  -  FOURTH    CLASS I
 AC7224
 AC7224.The horizontal coordinates were established by GPS observations
 AC7224.and adjusted by the National Geodetic Survey in February 2000..
 AC7224
 AC7224.The orthometric height was determined by GPS observations and a
 AC7224.high-resolution geoid model.
 AC7224
 AC7224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7224
 AC7224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7224
 AC7224.The ellipsoidal height was determined by GPS observations
 AC7224.and is referenced to NAD 83.
 AC7224
 AC7224.The geoid height was determined by GEOID03.
 AC7224
 AC7224;                    North         East     Units Scale Factor Converg.
 AC7224;SPC MO C     -   157,348.854   417,474.446   MT  1.00001720   -0 33 47.0
 AC7224;UTM  15      - 4,122,440.684   461,846.129   MT  0.99961793   -0 15 37.4
 AC7224
 AC7224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7224!SPC MO C     -   0.99994493  x   1.00001720  =   0.99996213
 AC7224!UTM  15      -   0.99994493  x   0.99961793  =   0.99956288
 AC7224
 AC7224                          SUPERSEDED SURVEY CONTROL
 AC7224
 AC7224  NAD 83(1997)-  37 14 51.81338(N)    093 25 48.75269(W) AD(       ) 1
 AC7224  NAD 83(1986)-  37 14 51.82587(N)    093 25 48.75345(W) AD(       ) 1
 AC7224
 AC7224.Superseded values are not recommended for survey control.
 AC7224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7224.See file dsdata.txt to determine how the superseded data were derived.
 AC7224
 AC7224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6184622441(NAD 83)
 AC7224_MARKER: DD = SURVEY DISK
 AC7224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7224_STAMPING: GR-73 1993
 AC7224_MARK LOGO: MODNR 
 AC7224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7224+STABILITY: SURFACE MOTION
 AC7224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7224+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2001
 AC7224
 AC7224  HISTORY     - Date     Condition        Report By
 AC7224  HISTORY     - 1993     MONUMENTED       MODNR
 AC7224  HISTORY     - 20010220 GOOD             SKW
 AC7224
 AC7224                          STATION DESCRIPTION
 AC7224
 AC7224'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7224'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7224'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.689 M (2.260 FT) ABOVE
 AC7224'THE UNDERGROUND MARK AND IS LOCATED ON THE EAST SIDE OF HIGHWAY -AB-
 AC7224'IN THE SE 1/4 OF SECTION 3, T29N, R23W.  THE STATION IS 26.3 FT (8.0
 AC7224'M) EAST OF THE HIGHWAY CENTERLINE, 6.8 FT (2.1 M) NORTHEAST OF THE
 AC7224'SOUTH END OF A 15 INCH C.M.P., 46.4 FT (14.1 M) SOUTHWEST OF A BRICK
 AC7224'POST, 22.0 FT (6.7 M) NORTHWEST OF ANOTHER BRICK POST, AND 22 FT (6.7
 AC7224'M) WEST OF A CARSONITE SIGN POST. THE AZIMUTH MARK IS A DNR ALUMINUM
 AC7224'GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AC7224'SURFACE AND IS LOCATED ABOUT 0.35 MI (0.56 KM) SOUTH OF THE STATION ON
 AC7224'THE EAST SIDE OF HIGHWAY -AB-, 215 FT (65.5 M) NORTH OF THE
 AC7224'INTERSECTION OF ROUTES -AB- AND -EE-, 27.4 FT (8.4 M) EAST OF THE -AB-
 AC7224'CENTERLINE, 31.4 FT (9.6 M) SOUTHWEST OF A WATER HYDRANT, 64.2 FT
 AC7224'(19.6 M) SOUTHWEST OF THE MEADOWS WATER TANK, AND 34.4 FT (10.5 M)
 AC7224'NORTHEAST OF A MHTD STEEL PAINT MARKING SIGN. TO REACH THE STATION
 AC7224'FROM THE JUNCTION OF MISSOURI ROUTE -AB- AND MISSOURI ROUTE -EE- 2 MI
 AC7224'(3.2 KM) WEST OF SPRINGFIELD MUNICIPAL AIRPORT, GO NORTH ON MISSOURI
 AC7224'ROUTE -AB- 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 AC7224'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN SOUTH ON MISSOURI
 AC7224'ROUTE -AB- TO MISSOURI ROUTE -EE- AND THE AZIMUTH MARK IN THE
 AC7224'NORTHEAST ANGLE OF THE JUNCTION AS DESCRIBED. DATE OF REPORT
 AC7224'08-23-1996
 AC7224
 AC7224                          STATION RECOVERY (2001)
 AC7224
 AC7224'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 AC7224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7223 ***********************************************************************
 AC7223  DESIGNATION -  GR 74
 AC7223  PID         -  AC7223
 AC7223  STATE/COUNTY-  MO/GREENE
 AC7223  USGS QUAD   -  WILLARD (1975)
 AC7223
 AC7223                         *CURRENT SURVEY CONTROL
 AC7223  ___________________________________________________________________
 AC7223* NAD 83(1997)-  37 15 39.53008(N)    093 27 27.14022(W)     ADJUSTED  
 AC7223* NAVD 88     -       368.4    (meters)    1209.     (feet)  GPS OBS   
 AC7223  ___________________________________________________________________
 AC7223  X           -    -306,536.433 (meters)                     COMP
 AC7223  Y           -  -5,073,527.634 (meters)                     COMP
 AC7223  Z           -   3,840,689.977 (meters)                     COMP
 AC7223  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 AC7223  ELLIP HEIGHT-         338.92  (meters)          (02/17/00) GPS OBS
 AC7223  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AC7223
 AC7223  HORZ ORDER  -  FIRST
 AC7223  ELLP ORDER  -  FOURTH    CLASS I
 AC7223
 AC7223.The horizontal coordinates were established by GPS observations
 AC7223.and adjusted by the National Geodetic Survey in February 2000..
 AC7223
 AC7223.The orthometric height was determined by GPS observations and a
 AC7223.high-resolution geoid model.
 AC7223
 AC7223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7223
 AC7223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7223
 AC7223.The ellipsoidal height was determined by GPS observations
 AC7223.and is referenced to NAD 83.
 AC7223
 AC7223.The geoid height was determined by GEOID03.
 AC7223
 AC7223;                    North         East     Units Scale Factor Converg.
 AC7223;SPC MO C     -   158,844.026   415,064.640   MT  1.00002217   -0 34 47.2
 AC7223;UTM  15      - 4,123,922.510   459,429.426   MT  0.99962028   -0 16 37.3
 AC7223
 AC7223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7223!SPC MO C     -   0.99994682  x   1.00002217  =   0.99996899
 AC7223!UTM  15      -   0.99994682  x   0.99962028  =   0.99956712
 AC7223
 AC7223                          SUPERSEDED SURVEY CONTROL
 AC7223
 AC7223  NAD 83(1997)-  37 15 39.53022(N)    093 27 27.14017(W) AD(       ) 1
 AC7223  NAD 83(1986)-  37 15 39.54274(N)    093 27 27.14097(W) AD(       ) 1
 AC7223
 AC7223.Superseded values are not recommended for survey control.
 AC7223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7223.See file dsdata.txt to determine how the superseded data were derived.
 AC7223
 AC7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB5942923923(NAD 83)
 AC7223_MARKER: DD = SURVEY DISK
 AC7223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7223_STAMPING: GR-74 1993
 AC7223_MARK LOGO: MODNR 
 AC7223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7223+STABILITY: SURFACE MOTION
 AC7223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7223+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7223
 AC7223  HISTORY     - Date     Condition        Report By
 AC7223  HISTORY     - 1993     MONUMENTED       MODNR
 AC7223
 AC7223                          STATION DESCRIPTION
 AC7223
 AC7223'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7223'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7223'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.802 M (2.631 FT) ABOVE
 AC7223'THE UNDERGROUND MARK AND IS LOCATED NORTHWEST OF THE CENTERLINE
 AC7223'INTERSECTION OF COUNTY ROADS -89- AND -104- IN THE NE 1/4 OF SECTION
 AC7223'5, T29N, R23W.  THE STATION IS 48.3 FT (14.7 M) WEST OF THE ROAD -89-
 AC7223'CENTERLINE, 27.1 FT (8.3 M) NORTH OF THE ROAD -104- CENTERLINE, 12.6
 AC7223'FT (3.8 M) EAST OF A NAIL AND SHINER IN A HEDGE POST, 12.5 FT (3.8 M)
 AC7223'SOUTH OF A NAIL AND SHINER IN A POWER POLE, 36.1 FT (11.0 M) SOUTHWEST
 AC7223'OF A TELEPHONE CABLE RISER BOX AND 2.7 FT (0.8 M) SOUTHEAST OF A
 AC7223'CARSONITE SIGN POST. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET
 AC7223'IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND
 AC7223'IS LOCATED ABOUT 0.3 MI (0.5 KM) NORTH OF THE STATION ON THE EAST SIDE
 AC7223'OF COUNTY ROAD -89-.  THE MARK IS 21 FT (6.4 M) EAST OF THE ROAD
 AC7223'CENTERLINE, 106 FT (32.3 M) SOUTH OF A FIELD ENTRANCE CENTERLINE, 64
 AC7223'FT (19.5 M) SOUTH OF THE PROJECTED CENTERLINE OF A FIELD ENTRANCE ON
 AC7223'THE WEST SIDE OF ROAD -89-, 9.4 FT (2.9 M) SOUTHWEST OF A NAIL AND
 AC7223'SHINER IN A HEDGE POST, 5.8 FT (1.8 M) NORTHWEST OF A NAIL AND SHINER
 AC7223'IN A HEDGE POST, AND 2.5 FT (0.8 M) WEST OF A CARSONITE SIGN POST IN
 AC7223'THE EAST RIGHT-OF-WAY FENCE. TO REACH THE STATION FROM THE
 AC7223'INTERSECTION OF MISSOURI ROUTE -AB- AND MISSOURI ROUTE -EE- AT ELWOOD,
 AC7223'MO, GO WEST ON MISSOURI ROUTE -EE- FOR 1.55 MI (2.49 KM) TO FARM ROAD
 AC7223'-89-.  TURN RIGHT AND GO NORTH ON FARM ROAD -89- FOR 1.28 MI (2.06 KM)
 AC7223'TO THE STATION ON THE LEFT AS DESCRIBED. TO REACH THE AZIMUTH MARK
 AC7223'FROM THE STATION, CONTINUE NORTH ON FARM ROAD -89- FOR .33 MI (0.53
 AC7223'KM) TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED. DATE OF REPORT
 AC7223'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7220 ***********************************************************************
 AC7220  DESIGNATION -  GR 75
 AC7220  PID         -  AC7220
 AC7220  STATE/COUNTY-  MO/GREENE
 AC7220  USGS QUAD   -  WILLARD (1975)
 AC7220
 AC7220                         *CURRENT SURVEY CONTROL
 AC7220  ___________________________________________________________________
 AC7220* NAD 83(1997)-  37 16 27.87208(N)    093 25 45.21794(W)     ADJUSTED  
 AC7220* NAVD 88     -       361.8    (meters)    1187.     (feet)  GPS OBS   
 AC7220  ___________________________________________________________________
 AC7220  X           -    -303,975.099 (meters)                     COMP
 AC7220  Y           -  -5,072,772.358 (meters)                     COMP
 AC7220  Z           -   3,841,872.050 (meters)                     COMP
 AC7220  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 AC7220  ELLIP HEIGHT-         332.31  (meters)          (02/17/00) GPS OBS
 AC7220  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AC7220
 AC7220  HORZ ORDER  -  FIRST
 AC7220  ELLP ORDER  -  FOURTH    CLASS I
 AC7220
 AC7220.The horizontal coordinates were established by GPS observations
 AC7220.and adjusted by the National Geodetic Survey in February 2000..
 AC7220
 AC7220.The orthometric height was determined by GPS observations and a
 AC7220.high-resolution geoid model.
 AC7220
 AC7220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7220
 AC7220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7220
 AC7220.The ellipsoidal height was determined by GPS observations
 AC7220.and is referenced to NAD 83.
 AC7220
 AC7220.The geoid height was determined by GEOID03.
 AC7220
 AC7220;                    North         East     Units Scale Factor Converg.
 AC7220;SPC MO C     -   160,309.254   417,590.638   MT  1.00001696   -0 33 46.1
 AC7220;UTM  15      - 4,125,400.475   461,946.637   MT  0.99961784   -0 15 35.8
 AC7220
 AC7220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7220!SPC MO C     -   0.99994785  x   1.00001696  =   0.99996481
 AC7220!UTM  15      -   0.99994785  x   0.99961784  =   0.99956571
 AC7220
 AC7220                          SUPERSEDED SURVEY CONTROL
 AC7220
 AC7220  NAD 83(1997)-  37 16 27.87222(N)    093 25 45.21789(W) AD(       ) 1
 AC7220  NAD 83(1986)-  37 16 27.88487(N)    093 25 45.21852(W) AD(       ) 1
 AC7220
 AC7220.Superseded values are not recommended for survey control.
 AC7220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7220.See file dsdata.txt to determine how the superseded data were derived.
 AC7220
 AC7220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6194725400(NAD 83)
 AC7220_MARKER: DD = SURVEY DISK
 AC7220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7220_STAMPING: GR-75 1993
 AC7220_MARK LOGO: MODNR 
 AC7220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7220+STABILITY: SURFACE MOTION
 AC7220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7220+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7220
 AC7220  HISTORY     - Date     Condition        Report By
 AC7220  HISTORY     - 1993     MONUMENTED       MODNR
 AC7220
 AC7220                          STATION DESCRIPTION
 AC7220
 AC7220'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7220'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7220'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.710 M (2.329 FT) ABOVE
 AC7220'THE UNDERGROUND MARK AND IS LOCATED ON THE EAST SIDE OF HIGHWAY -AB-
 AC7220'IN THE NE 1/4 OF SECTION 3, T29N, R23W.  THE STATION IS 33.4 FT (10.2
 AC7220'M) EAST OF THE HIGHWAY CENTERLINE, 70.0 FT (21.3 M) NORTHEAST OF A
 AC7220'HIGHWAY DEPARTMENT STEEL SIGN POST, 7.4 FT (2.3 M) NORTHWEST OF A NAIL
 AC7220'AND SHINER IN A FENCE POST, 7.0 FT (2.1 M) SOUTHWEST OF A NAIL AND
 AC7220'SHINER IN ANOTHER SIGN POST, 233 FT (71.0 M) SOUTH OF THE CENTERLINE
 AC7220'OF COUNTY ROAD -94- AND 3.7 FT (1.1 M) WEST OF A CARSONITE SIGN POST.
 AC7220'THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7220'CONCRETE POST FLUSH WITH THE SURFACE AND IS LOCATED ABOUT 0.25 MI
 AC7220'(0.40 KM) WEST OF THE STATION ON THE SOUTH SIDE OF HIGHWAY -AB- AT A
 AC7220'JUNCTION WITH COUNTY ROAD -94-.  THE MARK IS 28.3 FT (8.6 M) NORTH OF
 AC7220'THE ROAD -94- CENTERLINE, 43.7 FT (13.3 M) EAST OF A ROAD CENTERLINE,
 AC7220'66.5 FT (20.3 M) EAST OF A STEEL SIGN POST, 61.1 FT (18.6 M) NORTHEAST
 AC7220'OF A NAIL AND SHINER IN A GATE POST, 51.0 FT (15.5 M) NORTH OF A NAIL
 AC7220'AND SHINER IN A POWER POLE, AND 2.0 FT (0.6 M) EAST OF A CARSONITE
 AC7220'SIGN POST. TO REACH THE STATION FROM THE JUNCTION OF MISSOURI ROUTE
 AC7220'-AB- AND MISSOURI ROUTE -EE- 1 MI (1.6 KM) NORTH OF ELWOOD, MO, GO
 AC7220'NORTH ON MISSOURI ROUTE -AB- FOR 2.98 MI (4.80 KM) TO THE STATION ON
 AC7220'THE RIGHT IN A 90 CURVE AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM
 AC7220'THE STATION, GO WEST ON MISSOURI ROUTE -AB- FOR .26 MI (0.42 KM) TO
 AC7220'THE AZIMUTH MARK ON THE LEFT IN A 90 CURVE AS DESCRIBED. DATE OF
 AC7220'REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7218 ***********************************************************************
 AC7218  DESIGNATION -  GR 76
 AC7218  PID         -  AC7218
 AC7218  STATE/COUNTY-  MO/GREENE
 AC7218  USGS QUAD   -  EBENEZER (1975)
 AC7218
 AC7218                         *CURRENT SURVEY CONTROL
 AC7218  ___________________________________________________________________
 AC7218* NAD 83(1997)-  37 19 52.20955(N)    093 22 02.68997(W)     ADJUSTED  
 AC7218* NAVD 88     -       368.4    (meters)    1209.     (feet)  GPS OBS   
 AC7218  ___________________________________________________________________
 AC7218  X           -    -298,278.231 (meters)                     COMP
 AC7218  Y           -  -5,069,291.242 (meters)                     COMP
 AC7218  Z           -   3,846,887.108 (meters)                     COMP
 AC7218  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AC7218  ELLIP HEIGHT-         338.79  (meters)          (02/17/00) GPS OBS
 AC7218  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 AC7218
 AC7218  HORZ ORDER  -  FIRST
 AC7218  ELLP ORDER  -  FOURTH    CLASS I
 AC7218
 AC7218.The horizontal coordinates were established by GPS observations
 AC7218.and adjusted by the National Geodetic Survey in February 2000..
 AC7218
 AC7218.The orthometric height was determined by GPS observations and a
 AC7218.high-resolution geoid model.
 AC7218
 AC7218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7218
 AC7218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7218
 AC7218.The ellipsoidal height was determined by GPS observations
 AC7218.and is referenced to NAD 83.
 AC7218
 AC7218.The geoid height was determined by GEOID03.
 AC7218
 AC7218;                    North         East     Units Scale Factor Converg.
 AC7218;SPC MO C     -   166,556.427   423,130.524   MT  1.00000609   -0 31 33.8
 AC7218;UTM  15      - 4,131,674.375   467,451.223   MT  0.99961305   -0 13 22.1
 AC7218
 AC7218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7218!SPC MO C     -   0.99994684  x   1.00000609  =   0.99995293
 AC7218!UTM  15      -   0.99994684  x   0.99961305  =   0.99955991
 AC7218
 AC7218                          SUPERSEDED SURVEY CONTROL
 AC7218
 AC7218  NAD 83(1997)-  37 19 52.20970(N)    093 22 02.68991(W) AD(       ) 1
 AC7218  NAD 83(1986)-  37 19 52.22248(N)    093 22 02.69040(W) AD(       ) 1
 AC7218
 AC7218.Superseded values are not recommended for survey control.
 AC7218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7218.See file dsdata.txt to determine how the superseded data were derived.
 AC7218
 AC7218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6745131674(NAD 83)
 AC7218_MARKER: DD = SURVEY DISK
 AC7218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7218_STAMPING: GR-76 1993
 AC7218_MARK LOGO: MODNR 
 AC7218_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7218+STABILITY: SURFACE MOTION
 AC7218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7218+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7218
 AC7218  HISTORY     - Date     Condition        Report By
 AC7218  HISTORY     - 1993     MONUMENTED       MODNR
 AC7218
 AC7218                          STATION DESCRIPTION
 AC7218
 AC7218'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7218'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7218'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.765 M (2.510 FT) ABOVE
 AC7218'THE UNDERGROUND MARK AND IS LOCATED ON THE WEST SIDE OF HIGHWAY -HH-
 AC7218'IN THE NE 1/4 OF SECTION 17, T30N, R22W.  THE STATION IS 27.5 FT (8.4
 AC7218'M) WEST OF THE HIGHWAY CENTERLINE, 66.5 FT (20.3 M) SOUTHWEST OF A
 AC7218'NAIL AND SHINER IN A CORNER FENCE POST, 114.1 FT (34.8 M) NORTHWEST OF
 AC7218'A POWER POLE, 96.5 FT (29.4 M) NORTH OF THE PROJECTED CENTERLINE OF A
 AC7218'PRIVATE DRIVE IN THE EAST SIDE OF THE HIGHWAY, 38.0 FT (11.6 M)
 AC7218'NORTHEAST OF A NAIL AND SHINER IN A UTILITY POLE, AND 6.8 FT (2.1 M)
 AC7218'EAST OF A CARSONITE SIGN POST IN THE WEST RIGHT-OF-WAY FENCE. THE
 AC7218'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A DRILL HOLE IN A 2.5
 AC7218'FT (0.8 M) BY 6 FT (1.8 M) LIMESTONE OUTCROP AND IS LOCATED ABOUT 0.25
 AC7218'MI (0.40 KM) SOUTH OF THE STATION ON THE EAST SIDE OF HIGHWAY -HH-.
 AC7218'THE MARK IS 23.7 FT (7.2 M) EAST OF THE HIGHWAY CENTERLINE, 91.8 FT
 AC7218'(28.0 M) SOUTH OF THE SOUTH END OF A CONCRETE CULVERT BENEATH A
 AC7218'PRIVATE DRIVE, AND 3.8 FT (1.2 M) NORTH OF A CARSONITE SIGN POST. TO
 AC7218'REACH THE STATION FROM THE INTERSECTION OF MISSOURI HIGHWAY 13 AND
 AC7218'MISSOURI ROUTE -O- 0.5 MI (0.8 KM) NORTH OF GLIDEWELL, MO, GO WEST ON
 AC7218'MISSOURI ROUTE -O- FOR 2.03 MI (3.27 KM) TO THE INTERSECTION WITH
 AC7218'MISSOURI ROUTE -HH-.  TURN RIGHT AND GO NORTH ON MISSOURI ROUTE -HH-
 AC7218'FOR 1.31 MI (2.11 KM) TO THE STATION ON THE LEFT AS DESCRIBED. TO
 AC7218'REACH THE AZIMUTH MARK FROM THE STATION, RETURN SOUTH ON MISSOURI
 AC7218'ROUTE -HH- FOR .26 MI (0.42 KM) TO THE AZIMUTH MARK ON THE LEFT AS
 AC7218'DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7217 ***********************************************************************
 AC7217  DESIGNATION -  GR 77
 AC7217  PID         -  AC7217
 AC7217  STATE/COUNTY-  MO/GREENE
 AC7217  USGS QUAD   -  EBENEZER (1975)
 AC7217
 AC7217                         *CURRENT SURVEY CONTROL
 AC7217  ___________________________________________________________________
 AC7217* NAD 83(1997)-  37 21 37.74242(N)    093 19 56.58576(W)     ADJUSTED  
 AC7217* NAVD 88     -       374.8    (meters)    1230.     (feet)  GPS OBS   
 AC7217  ___________________________________________________________________
 AC7217  X           -    -295,064.527 (meters)                     COMP
 AC7217  Y           -  -5,067,507.340 (meters)                     COMP
 AC7217  Z           -   3,849,477.603 (meters)                     COMP
 AC7217  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AC7217  ELLIP HEIGHT-         345.20  (meters)          (02/17/00) GPS OBS
 AC7217  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AC7217
 AC7217  HORZ ORDER  -  FIRST
 AC7217  ELLP ORDER  -  FOURTH    CLASS I
 AC7217
 AC7217.The horizontal coordinates were established by GPS observations
 AC7217.and adjusted by the National Geodetic Survey in February 2000..
 AC7217
 AC7217.The orthometric height was determined by GPS observations and a
 AC7217.high-resolution geoid model.
 AC7217
 AC7217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7217
 AC7217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7217
 AC7217.The ellipsoidal height was determined by GPS observations
 AC7217.and is referenced to NAD 83.
 AC7217
 AC7217.The geoid height was determined by GEOID03.
 AC7217
 AC7217;                    North         East     Units Scale Factor Converg.
 AC7217;SPC MO C     -   169,781.840   426,263.493   MT  1.00000028   -0 30 18.5
 AC7217;UTM  15      - 4,134,915.061   470,565.852   MT  0.99961067   -0 12 06.1
 AC7217
 AC7217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7217!SPC MO C     -   0.99994583  x   1.00000028  =   0.99994611
 AC7217!UTM  15      -   0.99994583  x   0.99961067  =   0.99955652
 AC7217
 AC7217                          SUPERSEDED SURVEY CONTROL
 AC7217
 AC7217  NAD 83(1997)-  37 21 37.74258(N)    093 19 56.58570(W) AD(       ) 1
 AC7217  NAD 83(1986)-  37 21 37.75542(N)    093 19 56.58596(W) AD(       ) 1
 AC7217
 AC7217.Superseded values are not recommended for survey control.
 AC7217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7217.See file dsdata.txt to determine how the superseded data were derived.
 AC7217
 AC7217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7056634915(NAD 83)
 AC7217_MARKER: DD = SURVEY DISK
 AC7217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7217_STAMPING: GR-77 1993
 AC7217_MARK LOGO: MODNR 
 AC7217_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7217+STABILITY: SURFACE MOTION
 AC7217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7217+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7217
 AC7217  HISTORY     - Date     Condition        Report By
 AC7217  HISTORY     - 1993     MONUMENTED       MODNR
 AC7217
 AC7217                          STATION DESCRIPTION
 AC7217
 AC7217'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7217'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7217'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.777 M (2.549 FT) ABOVE
 AC7217'THE UNDERGROUND MARK AND IS LOCATED ON THE EAST SIDE OF THE NORTHBOUND
 AC7217'LANES OF HIGHWAY -13- IN THE NE 1/4 OF SECTION 3, T30N, R22W.  THE
 AC7217'STATION IS 33.7 FT (10.3 M) EAST OF THE NORTHBOUND CENTERLINE, 75.1 FT
 AC7217'(22.9 M) NORTHEAST OF A NAIL AND SHINER IN A UTILITY POLE, 14.2 FT
 AC7217'(4.3 M) SOUTHWEST OF A NAIL AND SHINER IN A CORNER FENCE POST, 83.9 FT
 AC7217'(25.6 M) SOUTH OF A PRIVATE DRIVE CENTERLINE, AND 7.2 FT (2.2 M) WEST
 AC7217'OF A CARSONITE SIGN POST IN THE EAST RIGHT-OF-WAY FENCE. THE AZIMUTH
 AC7217'MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE
 AC7217'POST FLUSH WITH THE SURFACE AND IS LOCATED ABOUT 0.25 MI (0.40 KM)
 AC7217'SOUTH OF THE STATION ON THE WEST SIDE OF THE NORTHBOUND LANES OF
 AC7217'HIGHWAY -13-.  THE MARK IS 36.5 FT (11.1 M) WEST OF THE NORTHBOUND
 AC7217'CENTERLINE, 78.1 FT (23.8 M) NORTHWEST OF A TELEPHONE CABLE RISER BOX,
 AC7217'295 FT (89.9 M) NORTHWEST OF THE CENTERLINE OF COUNTY ROAD NO.  48,
 AC7217'86.6 FT (26.4 M) SOUTHEAST OF A NAIL AND SHINER IN A POWER POLE, AND
 AC7217'4.2 FT (1.3 M) EAST OF A CARSONITE SIGN POST IN THE RIGHT-OF-WAY
 AC7217'FENCE. TO REACH THE STATION FROM THE JUNCTION OF NORTHBOUND MISSOURI
 AC7217'HIGHWAY -13- AND MISSOURI ROUTE -WW- 2 MI (3.2 KM) NORTH OF GLIDEWELL,
 AC7217'MO, GO NORTH ON MISSOURI HIGHWAY -13- FOR 1.87 MI (3.01 KM) TO THE
 AC7217'STATION ON THE RIGHT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE
 AC7217'STATION, CONTINUE NORTH ON MISSOURI HIGHWAY -13- FOR 0.8 MI (1.3 KM)
 AC7217'TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ABOUT 0.1 MI (0.2 KM) TO
 AC7217'THE SOUTHBOUND LANES OF HIGHWAY -13-.  TURN LEFT AND GO SOUTH ON
 AC7217'HIGHWAY -13- FOR 1.1 MI (1.8 KM) TO A CROSS OVER ROAD ON THE LEFT
 AC7217'(FARM ROAD 48) .  TURN LEFT AND GO EAST TO THE HIGHWAY -13- NORTHBOUND
 AC7217'LANES.  TURN LEFT AND GO NORTH FOR ABOUT 300 FT (91.4 M) AND THE MARK
 AC7217'ON THE LEFT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7215 ***********************************************************************
 AC7215  DESIGNATION -  GR 78
 AC7215  PID         -  AC7215
 AC7215  STATE/COUNTY-  MO/GREENE
 AC7215  USGS QUAD   -  PLEASANT HOPE (1975)
 AC7215
 AC7215                         *CURRENT SURVEY CONTROL
 AC7215  ___________________________________________________________________
 AC7215* NAD 83(1997)-  37 23 12.15400(N)    093 20 41.02714(W)     ADJUSTED  
 AC7215* NAVD 88     -       380.8    (meters)    1249.     (feet)  GPS OBS   
 AC7215  ___________________________________________________________________
 AC7215  X           -    -296,053.545 (meters)                     COMP
 AC7215  Y           -  -5,065,684.506 (meters)                     COMP
 AC7215  Z           -   3,851,794.396 (meters)                     COMP
 AC7215  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AC7215  ELLIP HEIGHT-         351.15  (meters)          (02/17/00) GPS OBS
 AC7215  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 AC7215
 AC7215  HORZ ORDER  -  FIRST
 AC7215  ELLP ORDER  -  FOURTH    CLASS I
 AC7215
 AC7215.The horizontal coordinates were established by GPS observations
 AC7215.and adjusted by the National Geodetic Survey in February 2000..
 AC7215
 AC7215.The orthometric height was determined by GPS observations and a
 AC7215.high-resolution geoid model.
 AC7215
 AC7215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7215
 AC7215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7215
 AC7215.The ellipsoidal height was determined by GPS observations
 AC7215.and is referenced to NAD 83.
 AC7215
 AC7215.The geoid height was determined by GEOID03.
 AC7215
 AC7215;                    North         East     Units Scale Factor Converg.
 AC7215;SPC MO C     -   172,702.065   425,195.959   MT  1.00000224   -0 30 46.6
 AC7215;UTM  15      - 4,137,828.452   469,483.286   MT  0.99961147   -0 12 33.5
 AC7215
 AC7215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7215!SPC MO C     -   0.99994490  x   1.00000224  =   0.99994714
 AC7215!UTM  15      -   0.99994490  x   0.99961147  =   0.99955639
 AC7215
 AC7215                          SUPERSEDED SURVEY CONTROL
 AC7215
 AC7215  NAD 83(1997)-  37 23 12.15416(N)    093 20 41.02708(W) AD(       ) 1
 AC7215  NAD 83(1986)-  37 23 12.16700(N)    093 20 41.02750(W) AD(       ) 1
 AC7215
 AC7215.Superseded values are not recommended for survey control.
 AC7215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7215.See file dsdata.txt to determine how the superseded data were derived.
 AC7215
 AC7215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6948337828(NAD 83)
 AC7215_MARKER: DD = SURVEY DISK
 AC7215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7215_STAMPING: GR-78 1993
 AC7215_MARK LOGO: MODNR 
 AC7215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7215+STABILITY: SURFACE MOTION
 AC7215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7215+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7215
 AC7215  HISTORY     - Date     Condition        Report By
 AC7215  HISTORY     - 1993     MONUMENTED       MODNR
 AC7215
 AC7215                          STATION DESCRIPTION
 AC7215
 AC7215'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7215'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7215'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.835 ABOVE THE
 AC7215'UNDERGROUND MARK AND IS LOCATED ON THE EAST SIDE OF THE NORTHBOUND
 AC7215'LANES OF HIGHWAY -13- IN THE NW 1/4 OF SECTION 27, T31N, R22W.  THE
 AC7215'STATION IS 51.2 FT (15.6 M) WEST OF THE NORTHBOUND CENTERLINE, 38.9 FT
 AC7215'(11.9 M) NORTH OF THE CENTERLINE OF A CROSSOVER ROAD BETWEEN LANES OF
 AC7215'HIGHWAY -13-, 96.4 FT (29.4 M) NORTHEAST OF A STEEL RIGHT-OF-WAY POST,
 AC7215'78.1 FT (23.8 M) EAST OF A STEEL RIGHT-OF-WAY POST, AND 112.0 FT (34.1
 AC7215'M) SOUTH OF A STEEL RIGHT-OF-WAY POST. THE AZIMUTH MARK IS A DNR
 AC7215'ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH
 AC7215'THE GROUND SURFACE AND IS LOCATED ABOUT 0.2 MI (0.3 KM) WEST OF THE
 AC7215'STATION ON THE WEST SIDE OF THE LANDFILL ACCESS ROAD.  THE MARK IS
 AC7215'32.8 FT (10.0 M) WEST OF THE ROAD CENTERLINE, 22.5 FT (6.9 M) EAST OF
 AC7215'A FENCE, 30.4 FT (9.3 M) NORTHEAST OF A MONITORING WELL, 70.1 FT (21.4
 AC7215'M) NORTH OF A NO TRESPASSING SIGN POST, AND 13.5 FT (4.1 M) EAST OF A
 AC7215'CARSONITE SIGN POST. TO REACH THE STATION FROM THE JUNCTION OF
 AC7215'MISSOURI HIGHWAY -13- AND MISSOURI ROUTE -WW- 2 MI (3.2 KM) NORTH OF
 AC7215'GLIDEWELL, MO, GO NORTH ON MISSOURI HIGHWAY -13- FOR 3.8 MI (6.1 KM)
 AC7215'TO A CROSS OVER TO THE SOUTHBOUND LANES OF MISSOURI HIGHWAY -13- AND
 AC7215'THE STATION ON THE RIGHT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM
 AC7215'THE STATION, CONTINUE WEST ON THE MISSOURI HIGHWAY -13- CROSS OVER FOR
 AC7215'0.10 MI (0.16 KM) TO SOUTHBOUND MISSOURI HIGHWAY -13- AND THE AZIMUTH
 AC7215'MARK WEST OF OUTER ROAD AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7214 ***********************************************************************
 AC7214  DESIGNATION -  GR 79
 AC7214  PID         -  AC7214
 AC7214  STATE/COUNTY-  MO/GREENE
 AC7214  USGS QUAD   -  FAIR GROVE (1980)
 AC7214
 AC7214                         *CURRENT SURVEY CONTROL
 AC7214  ___________________________________________________________________
 AC7214* NAD 83(1997)-  37 23 20.37113(N)    093 12 51.75533(W)     ADJUSTED  
 AC7214* NAVD 88     -       398.2    (meters)    1306.     (feet)  GPS OBS   
 AC7214  ___________________________________________________________________
 AC7214  X           -    -284,520.034 (meters)                     COMP
 AC7214  Y           -  -5,066,205.231 (meters)                     COMP
 AC7214  Z           -   3,852,006.307 (meters)                     COMP
 AC7214  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 AC7214  ELLIP HEIGHT-         368.64  (meters)          (02/17/00) GPS OBS
 AC7214  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AC7214
 AC7214  HORZ ORDER  -  FIRST
 AC7214  ELLP ORDER  -  FOURTH    CLASS I
 AC7214
 AC7214.The horizontal coordinates were established by GPS observations
 AC7214.and adjusted by the National Geodetic Survey in February 2000..
 AC7214
 AC7214.The orthometric height was determined by GPS observations and a
 AC7214.high-resolution geoid model.
 AC7214
 AC7214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7214
 AC7214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7214
 AC7214.The ellipsoidal height was determined by GPS observations
 AC7214.and is referenced to NAD 83.
 AC7214
 AC7214.The geoid height was determined by GEOID03.
 AC7214
 AC7214;                    North         East     Units Scale Factor Converg.
 AC7214;SPC MO C     -   172,860.010   436,741.330   MT  0.99998261   -0 26 01.7
 AC7214;UTM  15      - 4,138,047.492   481,023.220   MT  0.99960444   -0 07 48.6
 AC7214
 AC7214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7214!SPC MO C     -   0.99994215  x   0.99998261  =   0.99992477
 AC7214!UTM  15      -   0.99994215  x   0.99960444  =   0.99954662
 AC7214
 AC7214                          SUPERSEDED SURVEY CONTROL
 AC7214
 AC7214  NAD 83(1997)-  37 23 20.37130(N)    093 12 51.75526(W) AD(       ) 1
 AC7214  NAD 83(1986)-  37 23 20.38417(N)    093 12 51.75527(W) AD(       ) 1
 AC7214
 AC7214.Superseded values are not recommended for survey control.
 AC7214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7214.See file dsdata.txt to determine how the superseded data were derived.
 AC7214
 AC7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8102338047(NAD 83)
 AC7214_MARKER: DD = SURVEY DISK
 AC7214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7214_STAMPING: GR-79 1993
 AC7214_MARK LOGO: MODNR 
 AC7214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7214+STABILITY: SURFACE MOTION
 AC7214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7214+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7214
 AC7214  HISTORY     - Date     Condition        Report By
 AC7214  HISTORY     - 1993     MONUMENTED       MODNR
 AC7214
 AC7214                          STATION DESCRIPTION
 AC7214
 AC7214'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7214'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7214'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.759 M (2.490 FT) ABOVE
 AC7214'THE UNDERGROUND MARK AND IS LOCATED ON THE NORTH SIDE OF HIGHWAY -CC-
 AC7214'IN THE SW 1/4 OF SECTION 23, T31N, R21W.  THE STATION IS 24.9 FT (7.6
 AC7214'M) NORTH OF THE HIGHWAY CENTERLINE, 31.5 FT (9.6 M) EAST OF THE
 AC7214'CENTERLINE OF A PRIVATE DRIVE, 24.1 FT (7.3 M) SOUTHEAST OF A NAIL AND
 AC7214'SHINER IN A CORNER FENCE POST, 19.7 FT (6.0 M) SOUTHEAST OF A
 AC7214'TELEPHONE CABLE RISER BOX, 39.8 FT (12.1 M) SOUTHWEST OF A METAL SIGN
 AC7214'POST, 60.3 FT (18.4 M) NORTH OF A METAL SIGN POST, AND 14 FT (4.3 M)
 AC7214'SOUTH OF A CARSONITE SIGN POST IN THE NORTH RIGHT-OF-WAY FENCE. THE
 AC7214'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7214'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.5
 AC7214'MI (0.8 KM) EAST OF THE STATION ON THE SOUTH SIDE OF HIGHWAY -CC-. THE
 AC7214'MARK IS 35.2 FT (10.7 M) SOUTH OF THE HIGHWAY CENTERLINE, 69.5 FT
 AC7214'(21.2 M) SOUTHWEST OF A METAL SIGN POST, 35.0 FT (10.7 M) EAST OF THE
 AC7214'CENTERLINE OF A PRIVATE DRIVE, 60.8 FT (18.5 M) EAST OF A METAL SIGN
 AC7214'POST, 11.5 FT (3.5 M) NORTHEAST OF A NAIL AND SHINER IN A POWER POLE,
 AC7214'AND 11.5 FT (3.5 M) NORTHEAST OF A CARSONITE SIGN POST. TO REACH THE
 AC7214'STATION FROM THE INTERSECTION OF MISSOURI ROUTE -CC-, MISSOURI ROUTE
 AC7214'-125- AND U.S.  HIGHWAY -65- IN FAIRGROVE, MO, GO WEST ON MISSOURI
 AC7214'ROUTE -CC- FOR 3.15 MI (5.07 KM) TO THE STATION ON THE LEFT ACROSS
 AC7214'ROAD FROM FARM ROAD -183- AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM
 AC7214'THE STATION, RETURN EAST ON MISSOURI ROUTE -CC- FOR .50 MI (0.80 KM)
 AC7214'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED. DATE OF REPORT
 AC7214'08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7213 ***********************************************************************
 AC7213  DESIGNATION -  GR 80
 AC7213  PID         -  AC7213
 AC7213  STATE/COUNTY-  MO/GREENE
 AC7213  USGS QUAD   -  BASSVILLE (1970)
 AC7213
 AC7213                         *CURRENT SURVEY CONTROL
 AC7213  ___________________________________________________________________
 AC7213* NAD 83(1997)-  37 21 47.73240(N)    093 12 42.40536(W)     ADJUSTED  
 AC7213* NAVD 88     -       415.0    (meters)    1362.     (feet)  GPS OBS   
 AC7213  ___________________________________________________________________
 AC7213  X           -    -284,388.275 (meters)                     COMP
 AC7213  Y           -  -5,067,962.619 (meters)                     COMP
 AC7213  Z           -   3,849,746.893 (meters)                     COMP
 AC7213  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 AC7213  ELLIP HEIGHT-         385.55  (meters)          (02/17/00) GPS OBS
 AC7213  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AC7213
 AC7213  HORZ ORDER  -  FIRST
 AC7213  ELLP ORDER  -  FOURTH    CLASS I
 AC7213
 AC7213.The horizontal coordinates were established by GPS observations
 AC7213.and adjusted by the National Geodetic Survey in February 2000..
 AC7213
 AC7213.The orthometric height was determined by GPS observations and a
 AC7213.high-resolution geoid model.
 AC7213
 AC7213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7213
 AC7213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7213
 AC7213.The ellipsoidal height was determined by GPS observations
 AC7213.and is referenced to NAD 83.
 AC7213
 AC7213.The geoid height was determined by GEOID03.
 AC7213
 AC7213;                    North         East     Units Scale Factor Converg.
 AC7213;SPC MO C     -   170,002.437   436,949.781   MT  0.99998228   -0 25 55.1
 AC7213;UTM  15      - 4,135,192.143   481,246.722   MT  0.99960433   -0 07 42.7
 AC7213
 AC7213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7213!SPC MO C     -   0.99993950  x   0.99998228  =   0.99992178
 AC7213!UTM  15      -   0.99993950  x   0.99960433  =   0.99954385
 AC7213
 AC7213                          SUPERSEDED SURVEY CONTROL
 AC7213
 AC7213  NAD 83(1997)-  37 21 47.73256(N)    093 12 42.40530(W) AD(       ) 1
 AC7213  NAD 83(1986)-  37 21 47.74543(N)    093 12 42.40544(W) AD(       ) 1
 AC7213
 AC7213.Superseded values are not recommended for survey control.
 AC7213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7213.See file dsdata.txt to determine how the superseded data were derived.
 AC7213
 AC7213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8124735192(NAD 83)
 AC7213_MARKER: DD = SURVEY DISK
 AC7213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7213_STAMPING: GR-80 1993
 AC7213_MARK LOGO: MODNR 
 AC7213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7213+STABILITY: SURFACE MOTION
 AC7213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7213+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7213
 AC7213  HISTORY     - Date     Condition        Report By
 AC7213  HISTORY     - 1993     MONUMENTED       MODNR
 AC7213
 AC7213                          STATION DESCRIPTION
 AC7213
 AC7213'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7213'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7213'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.872 M (2.861 FT) ABOVE
 AC7213'THE UNDERGROUND MARK AND IS LOCATED ON THE WEST SIDE OF COUNTY ROAD
 AC7213'-183- ACROSS FROM THE PEACE CHAPEL ASSEMBLY OF GOD CHURCH.  THE
 AC7213'STATION IS 20 FT (6.1 M) WEST OF THE CENTERLINE OF ROAD -183-, 67.7 FT
 AC7213'(20.6 M) SOUTH OF THE CENTERLINE OF ROAD -181-, 19 FT (5.8 M)
 AC7213'SOUTHWEST OF THE CENTERLINE OF THE ENTRANCE TO A PARKING LOT, 91.5 FT
 AC7213'(27.9 M) WEST OF THE WESTERNMOST CORNER OF THE CHURCH BUILDING, 43.4
 AC7213'FT (13.2 M) NORTHWEST OF THE WESTERNMOST CORNER OF A PLANTER WITH A
 AC7213'CHURCH SIGN, AND 77.3 FT (23.6 M) EAST OF A NAIL AND SHINER IN A POWER
 AC7213'POLE. THE AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH
 AC7213'DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED
 AC7213'ABOUT 0.25 MI (0.40 KM) SOUTHWEST OF THE STATION ON THE EAST SIDE OF
 AC7213'COUNTY ROAD -183-.  THE MARK IS 19.1 FT (5.8 M) EAST OF THE ROAD
 AC7213'CENTERLINE, 34.8 FT (10.6 M) NORTHEAST OF A TELEPHONE CABLE RISER BOX,
 AC7213'51.9 FT (15.8 M) EAST OF ANOTHER TELEPHONE CABLE RISER BOX, 115 FT
 AC7213'(35.1 M) SOUTH OF THE CENTERLINE INTERSECTION OF ROAD NO.  183 AND A
 AC7213'PRIVATE DRIVE, 7.7 FT (2.3 M) WEST OF A NAIL AND SHINER IN A POWER
 AC7213'POLE AND 7.7 FT (2.3 M) WEST OF A CARSONITE SIGN POST. TO REACH THE
 AC7213'STATION FROM THE INTERSECTION OF MISSOURI ROUTE -H- AND MISSOURI ROUTE
 AC7213'-KK- ABOUT 11 MI (17.7 KM) EAST OF SPRINGFIELD, MO, GO NORTHEAST ON
 AC7213'MISSOURI ROUTE -KK- FOR .85 MI (1.37 KM) TO FARM ROAD -206A- (OLD U.S.
 AC7213'65) .  TURN LEFT AND CONTINUE NORTHEAST ON FARM ROAD -206A- FOR 1.96
 AC7213'MI (3.15 KM) TO A CROSSROAD INTERSECTION WITH FARM ROAD -181-.  TURN
 AC7213'LEFT AND GO NORTH ON FARM ROAD -181- FOR 0.59 MI (0.95 KM) TO A
 AC7213'T-INTERSECTION WITH FARM ROAD -48- 0.22 MI (0.35 KM) TO A
 AC7213'Y-INTERSECTION WITH FARM ROAD -183-.  TURN LEFT AND GO NORTHEAST ON
 AC7213'FARM ROAD -183- FOR .58 MI (0.93 KM) TO THE PEACE CHAPEL ON THE RIGHT
 AC7213'AND THE STATION ON THE LEFT IN A PARKING AREA AS DESCRIBED. TO REACH
 AC7213'THE AZIMUTH MARK FROM THE STATION, RETURN SOUTHWEST ON FARM ROAD -183-
 AC7213'0.23 MI (0.37 KM) TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED. DATE
 AC7213'OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7222 ***********************************************************************
 AC7222  DESIGNATION -  GR 81
 AC7222  PID         -  AC7222
 AC7222  STATE/COUNTY-  MO/GREENE
 AC7222  USGS QUAD   -  WILLARD (1975)
 AC7222
 AC7222                         *CURRENT SURVEY CONTROL
 AC7222  ___________________________________________________________________
 AC7222* NAD 83(1997)-  37 16 43.46737(N)    093 28 55.75914(W)     ADJUSTED  
 AC7222* NAVD 88     -       356.1    (meters)    1168.     (feet)  GPS OBS   
 AC7222  ___________________________________________________________________
 AC7222  X           -    -308,643.078 (meters)                     COMP
 AC7222  Y           -  -5,072,194.155 (meters)                     COMP
 AC7222  Z           -   3,842,251.155 (meters)                     COMP
 AC7222  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AC7222  ELLIP HEIGHT-         326.56  (meters)          (02/17/00) GPS OBS
 AC7222  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 AC7222
 AC7222  HORZ ORDER  -  FIRST
 AC7222  ELLP ORDER  -  FOURTH    CLASS I
 AC7222
 AC7222.The horizontal coordinates were established by GPS observations
 AC7222.and adjusted by the National Geodetic Survey in February 2000..
 AC7222
 AC7222.The orthometric height was determined by GPS observations and a
 AC7222.high-resolution geoid model.
 AC7222
 AC7222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7222
 AC7222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7222
 AC7222.The ellipsoidal height was determined by GPS observations
 AC7222.and is referenced to NAD 83.
 AC7222
 AC7222.The geoid height was determined by GEOID03.
 AC7222
 AC7222;                    North         East     Units Scale Factor Converg.
 AC7222;SPC MO C     -   160,837.445   412,901.532   MT  1.00002675   -0 35 41.7
 AC7222;UTM  15      - 4,125,903.671   457,256.688   MT  0.99962250   -0 17 31.4
 AC7222
 AC7222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7222!SPC MO C     -   0.99994876  x   1.00002675  =   0.99997551
 AC7222!UTM  15      -   0.99994876  x   0.99962250  =   0.99957128
 AC7222
 AC7222                          SUPERSEDED SURVEY CONTROL
 AC7222
 AC7222  NAD 83(1997)-  37 16 43.46751(N)    093 28 55.75908(W) AD(       ) 1
 AC7222  NAD 83(1986)-  37 16 43.48026(N)    093 28 55.76003(W) AD(       ) 1
 AC7222
 AC7222.Superseded values are not recommended for survey control.
 AC7222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7222.See file dsdata.txt to determine how the superseded data were derived.
 AC7222
 AC7222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB5725725904(NAD 83)
 AC7222_MARKER: DD = SURVEY DISK
 AC7222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7222_STAMPING: GR-81 1993
 AC7222_MARK LOGO: MODNR 
 AC7222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7222+STABILITY: SURFACE MOTION
 AC7222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7222+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7222
 AC7222  HISTORY     - Date     Condition        Report By
 AC7222  HISTORY     - 1993     MONUMENTED       MODNR
 AC7222
 AC7222                          STATION DESCRIPTION
 AC7222
 AC7222'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7222'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7222'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.710 M (2.329 FT) ABOVE
 AC7222'THE UNDERGROUND MARK AND IS LOCATED ON THE NORTH SIDE OF COUNTY ROAD
 AC7222'-94- AT A CONSERVATION DEPARTMENT PARKING AREA IN THE SE 1/.4 OF
 AC7222'SECTION 32, T30N, R23W.  THE STATION IS 20.2 FT (6.2 M) NORTH OF THE
 AC7222'ROAD CENTERLINE, 12.1 FT (3.7 M) SOUTHWEST OF A NAIL AND SHINER IN A
 AC7222'HEDGE POST, 74.8 FT (22.8 M) SOUTHEAST OF A NAIL AND SHINER IN A HEDGE
 AC7222'GATE POST, 41.7 FT (12.7 M) NORTHEAST OF A NAIL AND SHINER IN A CORNER
 AC7222'FENCE POST, AND 3.8 FT (1.2 M) WEST OF A CARSONITE SIGN POST. THE
 AC7222'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7222'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED ABOUT 0.3
 AC7222'MI (0.5 KM) WEST OF THE STATION ON THE SOUTH SIDE OF ROAD -94-.  THE
 AC7222'MARK IS 15.4 FT (4.7 M) SOUTH OF THE ROAD CENTERLINE, 51.8 FT (15.8 M)
 AC7222'WEST OF THE CENTERLINE OF A PRIVATE DRIVE, 32.0 FT (9.8 M) NORTHWEST
 AC7222'OF A 6 INCH CORNER FENCE POST, 30.2 FT (9.2 M) NORTHEAST OF A 6 INCH
 AC7222'WOODEN POST, 44.1 FT (13.4 M) SOUTHEAST OF A NAIL AND SHINER IN A
 AC7222'POWER POLE, AND 2.4 FT (0.7 M) NORTH OF A CARSONITE SIGN POST IN THE
 AC7222'SOUTH RIGHT-OF-WAY FENCE. TO REACH THE STATION FROM THE JUNCTION OF
 AC7222'MISSOURI ROUTE -T- AND MISSOURI ROUTE -UU- IN BOIS D ARC, MO, GO NORTH
 AC7222'AND EAST ON MISSOURI ROUTE -UU- FOR 1.89 MI (3.04 KM) TO FARM ROAD
 AC7222'-94-.  TURN RIGHT AND GO EAST ON FARM ROAD -94- 0.90 MI (1.45 KM) TO
 AC7222'THE STATION IN A GRAVELED MISSOURI DEPARTMENT OF CONSERVATION PARKING
 AC7222'AREA AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN
 AC7222'WEST ON FARM ROAD -94- 0.30 MI (0.48 KM) TO THE AZIMUTH MARK ON THE
 AC7222'LEFT AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7221 ***********************************************************************
 AC7221  DESIGNATION -  GR 82
 AC7221  PID         -  AC7221
 AC7221  STATE/COUNTY-  MO/GREENE
 AC7221  USGS QUAD   -  ASH GROVE (1975)
 AC7221
 AC7221                         *CURRENT SURVEY CONTROL
 AC7221  ___________________________________________________________________
 AC7221* NAD 83(1997)-  37 16 47.52005(N)    093 31 57.61992(W)     ADJUSTED  
 AC7221* NAVD 88     -       363.1    (meters)    1191.     (feet)  GPS OBS   
 AC7221  ___________________________________________________________________
 AC7221  X           -    -313,110.716 (meters)                     COMP
 AC7221  Y           -  -5,071,850.018 (meters)                     COMP
 AC7221  Z           -   3,842,354.764 (meters)                     COMP
 AC7221  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AC7221  ELLIP HEIGHT-         333.48  (meters)          (02/17/00) GPS OBS
 AC7221  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 AC7221
 AC7221  HORZ ORDER  -  FIRST
 AC7221  ELLP ORDER  -  FOURTH    CLASS I
 AC7221
 AC7221.The horizontal coordinates were established by GPS observations
 AC7221.and adjusted by the National Geodetic Survey in February 2000..
 AC7221
 AC7221.The orthometric height was determined by GPS observations and a
 AC7221.high-resolution geoid model.
 AC7221
 AC7221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7221
 AC7221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7221
 AC7221.The ellipsoidal height was determined by GPS observations
 AC7221.and is referenced to NAD 83.
 AC7221
 AC7221.The geoid height was determined by GEOID03.
 AC7221
 AC7221;                    North         East     Units Scale Factor Converg.
 AC7221;SPC MO C     -   161,010.097   408,422.883   MT  1.00003660   -0 37 32.0
 AC7221;UTM  15      - 4,126,052.583   452,779.012   MT  0.99962747   -0 19 21.5
 AC7221
 AC7221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7221!SPC MO C     -   0.99994767  x   1.00003660  =   0.99998427
 AC7221!UTM  15      -   0.99994767  x   0.99962747  =   0.99957516
 AC7221
 AC7221                          SUPERSEDED SURVEY CONTROL
 AC7221
 AC7221  NAD 83(1997)-  37 16 47.52019(N)    093 31 57.61987(W) AD(       ) 1
 AC7221  NAD 83(1986)-  37 16 47.53301(N)    093 31 57.62091(W) AD(       ) 1
 AC7221
 AC7221.Superseded values are not recommended for survey control.
 AC7221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7221.See file dsdata.txt to determine how the superseded data were derived.
 AC7221
 AC7221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB5277926053(NAD 83)
 AC7221_MARKER: DD = SURVEY DISK
 AC7221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7221_STAMPING: GR-82 1993
 AC7221_MARK LOGO: MODNR 
 AC7221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7221+STABILITY: SURFACE MOTION
 AC7221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7221+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7221
 AC7221  HISTORY     - Date     Condition        Report By
 AC7221  HISTORY     - 1993     MONUMENTED       MODNR
 AC7221
 AC7221                          STATION DESCRIPTION
 AC7221
 AC7221'DESCRIBED BY MO DEPT OF NAT RES 1993
 AC7221'THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 INCH DIAMETER
 AC7221'CONCRETE POST FLUSH WITH THE GROUND SURFACE 0.671 M (2.201 FT) ABOVE
 AC7221'THE UNDERGROUND MARK AND IS LOCATED ON THE NORTH SIDE OF COUNTY ROAD
 AC7221'-94- AT A CONSERVATION DEPARTMENT PARKING AREA IN THE SW 1/4 OF
 AC7221'SECTION 36, T30N, R24W.  THE STATION IS 20 FT (6.1 M) NORTH OF THE
 AC7221'ROAD CENTERLINE, 59.4 FT (18.1 M) NORTHEAST OF A NAIL AND SHINER IN A
 AC7221'POWER POLE, 3.3 FT (1.0 M) SOUTHEAST OF A NAIL AND SHINER IN A CORNER
 AC7221'HEDGE POST, 76.6 FT (23.3 M) SOUTHWEST OF A NAIL AND SHINER IN THE
 AC7221'WESTERNMOST POST OF A CONSERVATION INFORMATION SIGN AND 3.0 FT (0.9 M)
 AC7221'SOUTHEAST OF A CARSONITE SIGN POST. THE AZIMUTH MARK IS A DNR ALUMINUM
 AC7221'GRS DISK SET IN A 12 INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AC7221'SURFACE AND IS LOCATED ABOUT 0.25 MI (0.40 KM) EAST OF THE STATION ON
 AC7221'THE SOUTH SIDE OF COUNTY ROAD -94-.  THE MARK IS 17.5 FT (5.3 M) SOUTH
 AC7221'OF THE ROAD CENTERLINE, 39.8 FT (12.1 M) SOUTH OF A NAIL AND SHINER IN
 AC7221'A CORNER HEDGE POST, 5.6 FT (1.7 M) NORTHWEST OF A NAIL AND SHINER IN
 AC7221'A HEDGE POST, 4.2 FT (1.3 M) NORTHEAST OF A NAIL AND SHINER IN A HEDGE
 AC7221'POST AND 1.8 FT (0.5 M) NORTH OF A CARSONITE SIGN POST IN THE SOUTH
 AC7221'RIGHT-OF-WAY FENCE. TO REACH THE STATION FROM THE JUNCTION OF MISSOURI
 AC7221'ROUTE -T- AND MISSOURI ROUTE -UU- IN BOIS D ARC, MO, GO WEST ON
 AC7221'MISSOURI ROUTE -T- FOR 0.82 MI (1.32 KM) TO FARM ROAD -59-.  TURN
 AC7221'RIGHT AND GO NORTH ON FARM ROAD -59- 1.45 MI (2.33 KM) TO FARM ROAD
 AC7221'-94-.  TURN LEFT AND GO WEST ON FARM ROAD -94- 0.62 MI (1.00 KM) TO
 AC7221'THE STATION IN A GRAVELED MISSOURI DEPARTMENT OF CONSERVATION PARKING
 AC7221'AREA AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN
 AC7221'EAST ON FARM ROAD -94- 0.28 MI (0.45 KM) TO THE AZIMUTH MARK ON THE
 AC7221'RIGHT AS DESCRIBED. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7232 ***********************************************************************
 AC7232  DESIGNATION -  GR 83
 AC7232  PID         -  AC7232
 AC7232  STATE/COUNTY-  MO/GREENE
 AC7232  USGS QUAD   -  NIXA (1975)
 AC7232
 AC7232                         *CURRENT SURVEY CONTROL
 AC7232  ___________________________________________________________________
 AC7232* NAD 83(1997)-  37 07 07.57213(N)    093 20 33.84324(W)     ADJUSTED  
 AC7232* NAVD 88     -       389.9    (meters)    1279.     (feet)  GPS OBS   
 AC7232  ___________________________________________________________________
 AC7232  X           -    -296,927.201 (meters)                     COMP
 AC7232  Y           -  -5,083,673.288 (meters)                     COMP
 AC7232  Z           -   3,828,129.402 (meters)                     COMP
 AC7232  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AC7232  ELLIP HEIGHT-         360.74  (meters)          (02/17/00) GPS OBS
 AC7232  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AC7232
 AC7232  HORZ ORDER  -  FIRST
 AC7232  ELLP ORDER  -  FOURTH    CLASS I
 AC7232
 AC7232.The horizontal coordinates were established by GPS observations
 AC7232.and adjusted by the National Geodetic Survey in February 2000..
 AC7232
 AC7232.The orthometric height was determined by GPS observations and a
 AC7232.high-resolution geoid model.
 AC7232
 AC7232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7232
 AC7232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7232
 AC7232.The ellipsoidal height was determined by GPS observations
 AC7232.and is referenced to NAD 83.
 AC7232
 AC7232.The geoid height was determined by GEOID03.
 AC7232
 AC7232;                    North         East     Units Scale Factor Converg.
 AC7232;SPC MO C     -   142,965.045   425,107.905   MT  1.00000240   -0 30 30.9
 AC7232;UTM  15      - 4,108,103.005   469,552.303   MT  0.99961142   -0 12 24.6
 AC7232
 AC7232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7232!SPC MO C     -   0.99994339  x   1.00000240  =   0.99994579
 AC7232!UTM  15      -   0.99994339  x   0.99961142  =   0.99955483
 AC7232
 AC7232                          SUPERSEDED SURVEY CONTROL
 AC7232
 AC7232  NAD 83(1997)-  37 07 07.57227(N)    093 20 33.84317(W) AD(       ) 1
 AC7232  NAD 83(1986)-  37 07 07.58427(N)    093 20 33.84321(W) AD(       ) 1
 AC7232
 AC7232.Superseded values are not recommended for survey control.
 AC7232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7232.See file dsdata.txt to determine how the superseded data were derived.
 AC7232
 AC7232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6955208103(NAD 83)
 AC7232_MARKER: DD = SURVEY DISK
 AC7232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7232_STAMPING: GR-83 1996
 AC7232_MARK LOGO: MODNR 
 AC7232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7232+STABILITY: SURFACE MOTION
 AC7232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7232+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC7232
 AC7232  HISTORY     - Date     Condition        Report By
 AC7232  HISTORY     - 1996     MONUMENTED       MODNR
 AC7232
 AC7232                          STATION DESCRIPTION
 AC7232
 AC7232'DESCRIBED BY MO DEPT OF NAT RES 1996
 AC7232'THIS STATION WAS ESTABLISHED TO REPLACE STATION -GR-02- THAT WAS
 AC7232'DESTROYED.  THE STATION IS A DNR ALUMINUM GRS DISK SET IN A 12 IN
 AC7232'DIAMETER CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS LOCATED ON
 AC7232'THE WEST RIGHT-OF-WAY OF FARM ROAD -135- (GOLDEN ROAD) IN SECTION 21,
 AC7232'TOWNSHIP 28 NORTH, RANGE 22 WEST IN GREENE COUNTY ABOUT 7 MI (11.3 KM)
 AC7232'SOUTHWEST OF DOWNTOWN SPRINGFIELD.  THE STATION IS 28.0 FT (8.5 M)
 AC7232'WEST OF THE CENTERLINE OF FARM ROAD -135- (GOLDEN ROAD) , 2.2 FT (0.7
 AC7232'M) EAST OF A 0.5 INCH IRON PIPE (PROPERTY CORNER) , 105.6 FT (32.2 M)
 AC7232'SOUTHWEST OF A NAIL AND SHINER IN THE SOUTHEAST SIDE OF A POWER POLE,
 AC7232'131.0 FT (39.9 M) NORTH OF A NAIL AND SHINER IN THE WEST SIDE OF A
 AC7232'POWER POLE, AND 23.0 FT (7.0 M) NORTH OF A GRAVEL ENTRANCE ROAD. THE
 AC7232'AZIMUTH MARK IS A DNR ALUMINUM GRS DISK SET IN A 12 IN DIAMETER
 AC7232'CONCRETE POST FLUSH WITH THE GROUND.  IT IS LOCATED AT THE SOUTHEAST
 AC7232'CORNER OF THE INTERSECTION OF GOLDEN ROAD AND KNOB HILL ROAD, 7.5 FT
 AC7232'(2.3 M) SOUTH OF THE BACK OF CURB, 14.0 FT (4.3 M) EAST OF THE SOUTH
 AC7232'SIDE OF THE SIDEWALK, AND 4.6 FT (1.4 M) NORTHEAST OF THE CORNER OF A
 AC7232'WOOD BOARD FENCE. TO REACH THE STATION FROM THE INTERSECTION OF MO
 AC7232'ROUTE -M- (JAMES RIVER FREEWAY) AND US HIGHWAY -160-, GO SOUTH ON
 AC7232'HIGHWAY -160- FOR 0.9 MI (1.4 KM) TO THE INTERSECTION WITH FARM ROAD
 AC7232'-178- (WEAVER ROAD) .  TURN RIGHT AND GO WEST 2.53 MI (4.07 KM) TO
 AC7232'CROSSROADS WITH FARM ROAD -135-.  TURN LEFT AND GO SOUTH ON ROUTE
 AC7232'-135- (BLACKLEY ROAD) 0.35 MI (0.56 KM) TO TOP OF HILL AND STATION ON
 AC7232'THE RIGHT AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 AC7232'SOUTH ON GOLDEN ROAD 0.23 MI (0.37 KM) TO THE INTERSECTION WITH KNOB
 AC7232'HILL AND THE AZIMUTH MARK ON THE LEFT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1164 ***********************************************************************
 KD1164  DESIGNATION -  GRAHAM
 KD1164  PID         -  KD1164
 KD1164  STATE/COUNTY-  MO/CHARITON
 KD1164  USGS QUAD   -  SUMNER (1979)
 KD1164
 KD1164                         *CURRENT SURVEY CONTROL
 KD1164  ___________________________________________________________________
 KD1164* NAD 83(1997)-  39 40 31.21540(N)    093 11 14.84760(W)     ADJUSTED  
 KD1164* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 KD1164  ___________________________________________________________________
 KD1164  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 KD1164  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KD1164
 KD1164  HORZ ORDER  -  SECOND
 KD1164
 KD1164.The horizontal coordinates were established by classical geodetic methods
 KD1164.and adjusted by the National Geodetic Survey in February 2000..
 KD1164
 KD1164.The orthometric height was scaled from a topographic map.
 KD1164
 KD1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1164
 KD1164.The geoid height was determined by GEOID03.
 KD1164
 KD1164;                    North         East     Units Scale Factor Converg.
 KD1164;SPC MO C     -   426,628.982   441,021.930   MT  0.99997614   -0 26 20.1
 KD1164;UTM  15      - 4,391,740.672   483,923.141   MT  0.99960318   -0 07 10.8
 KD1164
 KD1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1164!SPC MO C     -   0.99996962  x   0.99997614  =   0.99994576
 KD1164!UTM  15      -   0.99996962  x   0.99960318  =   0.99957281
 KD1164
 KD1164:                Primary Azimuth Mark                     Grid Az
 KD1164:SPC MO C     -  LACLEDE                                  004 50 25.6
 KD1164:UTM  15      -  LACLEDE                                  004 31 16.3
 KD1164
 KD1164|---------------------------------------------------------------------|
 KD1164| PID    Reference Object                     Distance      Geod. Az  |
 KD1164|                                                           dddmmss.s |
 KD1164| KD1155 LACLEDE                             APPROX. 9.8 KM 0042405.5 |
 KD1164| CL8601 GRAHAM RM 1                          27.247 METERS 00728     |
 KD1164| CL8600 GRAHAM AZ MK                                       0911937.1 |
 KD1164| KD1165 MENDON CCC LOOKOUT TOWER            APPROX. 7.0 KM 1382851.0 |
 KD1164| CL8603 GRAHAM RM 3                          17.049 METERS 16544     |
 KD1164| AJ8723 GRAHAM RM 4                          33.159 METERS 26324     |
 KD1164| CL8602 GRAHAM RM 2                          33.494 METERS 26542     |
 KD1164|---------------------------------------------------------------------|
 KD1164
 KD1164                          SUPERSEDED SURVEY CONTROL
 KD1164
 KD1164  NAD 83(1997)-  39 40 31.21701(N)    093 11 14.84704(W) AD(       ) 2
 KD1164  NAD 83(1997)-  39 40 31.21709(N)    093 11 14.84918(W) AD(       ) 2
 KD1164  NAD 83(1986)-  39 40 31.21782(N)    093 11 14.84978(W) AD(       ) 2
 KD1164  NAD 27      -  39 40 31.13040(N)    093 11 14.10970(W) AD(       ) 2
 KD1164
 KD1164.Superseded values are not recommended for survey control.
 KD1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1164.See file dsdata.txt to determine how the superseded data were derived.
 KD1164
 KD1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8392391741(NAD 83)
 KD1164_MARKER: DS = TRIANGULATION STATION DISK
 KD1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1164_STAMPING: GRAHAM 1948
 KD1164_MARK LOGO: CGS   
 KD1164_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KD1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1164+STABILITY: SURFACE MOTION
 KD1164
 KD1164  HISTORY     - Date     Condition        Report By
 KD1164  HISTORY     - 1948     MONUMENTED       CGS
 KD1164  HISTORY     - 1966     GOOD             CGS
 KD1164  HISTORY     - 19851008 GOOD             NGS
 KD1164
 KD1164                          STATION DESCRIPTION
 KD1164
 KD1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1164'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF BROOKFIELD, AND
 KD1164'4 MILES NORTHEAST OF SUMNER, ON LAND OWNED AND OCCUPIED BY MR.
 KD1164'J.T. GRAHAM.  IT IS 35 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 KD1164'GRAVELED ROAD, 16 FEET NORTHWEST OF A FENCE CORNER, AND 12 FEET
 KD1164'NORTH OF THE RIGHT OF WAY FENCELINE.  THE MARK PROJECTS 2 INCHES
 KD1164'AND THE DISK IS STAMPED GRAHAM 1948.
 KD1164'
 KD1164'REFERENCE MARK NO. 1 IS 89.39 FEET NORTH OF THE STATION, AND 3
 KD1164'FEET WEST OF A NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 6 INCHES
 KD1164'AND THE DISK IS STAMPED GRAHAM NO 1 1948.
 KD1164'
 KD1164'REFERENCE MARK NO. 2 IS 109.89 FEET WEST OF THE STATION, 27 FEET
 KD1164'NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET NORTH OF A FENCE
 KD1164'CORNER, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS
 KD1164'6 INCHES AND THE DISK IS STAMPED GRAHAM NO 2 1948.
 KD1164'
 KD1164'THE AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF THE STATION, 18 FEET
 KD1164'SOUTH OF THE CENTERLINE OF THE ROAD, AND 1.5 FOOT NORTH OF A
 KD1164'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KD1164'GRAHAM 1948.
 KD1164'
 KD1164'TO REACH THE STATION FROM THE POST OFFICE IN SUMNER, GO SOUTH
 KD1164'ON A GRAVELED STREET FOR 0.3 MILE TO COUNTY ROUTE E.  TURN LEFT
 KD1164'AND GO EAST AND NORTH ON ROUTE C FOR 3.95 MILES TO THE JUNCTION
 KD1164'OF COUNTY ROUTE N.  TURN LEFT AND GO NORTH ON ROUTE N FOR 0.95
 KD1164'MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD
 KD1164'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KD1164'CONTINUE WEST FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 KD1164'DESCRIBED.
 KD1164'
 KD1164'A 77 FOOT SIGNAL AT LACLEDE IS VISIBLE FROM 37 FEET.
 KD1164'
 KD1164'A 90 FOOT SIGNAL AT MECKMAN 1928 IS VISIBLE FROM 37 FEET.
 KD1164'
 KD1164'A 4 FOOT WOOD STAND AT ROTH IS VISIBLE FROM 37 FEET.
 KD1164'
 KD1164'A 90 FOOT SIGNAL AT CAMPFIELD 1928 IS VISIBLE FROM 37 FEET.
 KD1164'
 KD1164'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KD1164
 KD1164                          STATION RECOVERY (1966)
 KD1164
 KD1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1164'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KD1164'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 KD1164'WERE FOUND DESTROYED.  NO OBJECTS WERE VISIBLE AT THE STATION
 KD1164'SO A NEW AZIMUTH MARK COULD NOT BE SET.
 KD1164'
 KD1164'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 KD1164'
 KD1164'FOLLOWING IS A NEW DESCRIPTION.
 KD1164'
 KD1164'TO REACH THE STATION FROM THE POST OFFICE IN SUMNER, GO SOUTH
 KD1164'ON A SURFACED ROAD FOR 0.3 MILE TO STATE HIGHWAY 139.  TURN
 KD1164'LEFT AND GO EAST AND NORTH ON STATE HIGHWAY 139 FOR 4.0 MILES
 KD1164'TO A CROSSROAD.  CONTINUE NORTH ON STATE HIGHWAY 139 FOR 1.1 MILES
 KD1164'TO A CROSSROAD AND STATE ROAD TT ON THE RIGHT.  TURN LEFT AND GO
 KD1164'WEST ON A GRAVELED ROAD FOR 0.5 MILE TO THE STATION ON THE
 KD1164'RIGHT, JUST BEFORE REACHING A FARMHOUSE ON THE NORTH SIDE OF
 KD1164'THE GRAVELED ROAD.
 KD1164'
 KD1164'STATION MARK, A STANDARD DISK STAMPED GRAHAM 1948,
 KD1164'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KD1164'THE SURFACE OF THE GROUND.  IT IS 35 FEET NORTH OF THE CENTER OF
 KD1164'AN EAST-WEST GRAVELED ROAD, 16 FEET NORTHWEST OF A T-FENCE CORNER
 KD1164'POST, 12 FEET NORTH OF A METAL WITNESS POST, AND 12 FEET WEST OF
 KD1164'A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KD1164'
 KD1164'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GRAHAM 1948 NO. 3
 KD1164'1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KD1164'3 INCHES.  IT IS 20 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KD1164'GRAVELED ROAD AND 3 FEET EAST OF A CORNER FENCE POST.
 KD1164'
 KD1164'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GRAHAM 1948 NO. 4
 KD1164'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KD1164'WITH THE SURFACE OF THE GROUND.  IT IS 24 FEET NORTH OF THE
 KD1164'CENTER OF AN EAST-WEST GRAVELED ROAD, 9 FEET EAST OF A CORNER
 KD1164'FENCE POST AT THE SOUTHWEST CORNER OF HOG LOT, AND 1 FOOT NORTH
 KD1164'OF AN EAST-WEST FENCE.
 KD1164'
 KD1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 KD1164'NORTHEAST OF SUMNER
 KD1164
 KD1164                          STATION RECOVERY (1985)
 KD1164
 KD1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GCS)
 KD1164'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 KD1164'MARK 3 WAS FOUND DESTROYED AND REFERENCE MARK 4 WAS FOUND IN FAIR
 KD1164'CONDITION.  THE DISK FOR REFERENCE MARK 4 HAS A DEEP GOUGE IN IT NOW.
 KD1164'THE DISTANCE TO THIS MARK WAS 0.11 FT (3.35 CM) SHORTER THAN THE 1966
 KD1164'DISTANCE.  SINCE THE REFERENCE MARKS SET IN 1966 WERE NOT TIED TO THE
 KD1164'NETWORK, THE DIRECTION TO THE MARK COULD NOT BE VERIFIED.  THE SURFACE
 KD1164'STATION MONUMENT APPEARS TO BE UNDISTURBED, THEREFORE, THE UNDERGROUND
 KD1164'MARK WAS NOT INSPECTED.  A REFERENCE MARK 5 AND AN AZIMUTH MARK 2 WERE
 KD1164'SET AT THIS TIME.  A POLARIS OBSERVATION WAS MADE TO THE NEW AZIMUTH
 KD1164'MARK.  A COMPLETE NEW DESCRIPTION A COMPLETE NEW DESCRIPTION FOLLOWS.
 KD1164'THE STATION IS LOCATED ABOUT 14.1 KM (8.75 MI) SOUTHWEST OF
 KD1164'BROOKFIELD, 12.9 KM (8.00 MI) SOUTH OF LACLEDE, 8 KM (4.95 MI)
 KD1164'NORTHEAST OF SUMNER, 3.2 KM (2.00 MI) SOUTH OF THE LINN-CHARITON
 KD1164'COUNTY LINE, 0.8 KM (0.50 MI) WEST OF THE JUNCTION OF STATE HIGHWAY
 KD1164'139 WITH STATE ROAD TT AND IN THE SOUTHEAST CORNER OF THE FRONT LAWN
 KD1164'OF A FARMHOUSE.  OWNERSHIP-- JOHN R GUILFORD, RURAL ROUTE 1, BOX 75,
 KD1164'SUMNER, MISSOURI 64681.  TO REACH THE STATION FROM THE INTERSECTION OF
 KD1164'US HIGHWAY 136 WITH STATE HIGHWAYS 5 AND 139, ABOUT 1.6 KM (1.00 MI)
 KD1164'SOUTH OF LACLEDE, GO SOUTH ON STATE HIGHWAY 139 FOR 8.29 KM (5.15 MI)
 KD1164'TO THE LINN-CHARITON COUNTY LINE, AT A JOG IN THE HIGHWAY. CONTINUE
 KD1164'SOUTH ON THE HIGHWAY FOR 3.2 KM (2.00 MI) TO STATE ROAD TT ON THE LEFT
 KD1164'AND A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE
 KD1164'GRAVELED ROAD FOR 0.24 KM (0.15 MI) TO THE AZIMUTH MARK 2 ON THE LEFT.
 KD1164'CONTINUE WEST ON THE GRAVELED ROAD FOR 0.56 KM (0.35 MI) TO THE
 KD1164'STATION ON THE RIGHT. THE STATION IS A STANDARD CGS DISK STAMPED
 KD1164'GRAHAM 1948, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM OR
 KD1164'12 IN IN DIAMETER, PROJECTING 5 CM OR 2 INCHES ABOVE THE GROUND
 KD1164'LOCATED 41.9 M (137.5 FT) E FROM THE CENTERLINE OF THE EAST DRIVE TO
 KD1164'THE HOUSE, 47.70 M (156.50 FT) SE FROM THE SOUTHEAST CORNER OF A BRICK
 KD1164'HOUSE, 10.7 M (35.1 FT) N FROM THE CENTERLINE OF THE ROAD, 4.84 M
 KD1164'(15.88 FT) NW FROM A FENCE CORNER POST, AND 4.54 M (14.89 FT) NW FROM
 KD1164'A WITNESS POST. REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED
 KD1164'GRAHAM 1948 NO 4 1966, SET INTO THE TOP OF SQUARE CONCRETE MONUMENT,
 KD1164'30 CM OR 12 INCHES IN DIAMETER RECESSED 5 CM OR 2 INCHES ABOVE THE
 KD1164'GROUND LOCATED 36.58 M (120.01 FT) W FROM THE FENCE CORNER, 7.2 M
 KD1164'(23.6 FT) N FROM THE CENTERLINE OF THE ROAD, 8.7 M (28.5 FT) E THE
 KD1164'CENTERLINE OF THE DRIVEWAY LEADING TO THE HOUSE AND 0.3 M (1.0 FT)
 KD1164'BELOW LEVEL WITH THE STATION. REFERENCE MARK NO 5 IS A STANDARD NGS
 KD1164'DISK STAMPED GRAHAM 1948 NO 5 1985, LOCATED 30 CM OR 12.0 INCHES IN
 KD1164'DIAMETER PROJECTING 10 CM OR 4 INCHES ABOVE THE GROUND LOCATED 6.1 M
 KD1164'(20.0 FT) S FROM THE CENTERLINE OF THE ROAD, 0.3 M (1.0 FT) E FROM A
 KD1164'FENCE CORNER POST AND LEVEL WITH THE STATION. AZIMUTH MARK NO 2 IS A
 KD1164'STANDARD NGS DISK STAMPED GRAHAM 1948 NO 2 1985, SET INTO THE TOP OF A
 KD1164'ROUND CONCRETE MONUMENT, 30 CM OR 12 INCHES IN DIAMETER PROJECTING 5
 KD1164'CM OR 2 INCHES ABOVE THE GROUND LOCATED 6.4 M (21.0 FT) S FROM THE
 KD1164'CENTERLINE OF THE ROAD, 0.75 M (2.46 FT) W FROM A POWERLINE POLE, AND
 KD1164'0.40 M (1.31 FT) E FROM A WITNESS POST.  THE UNDERGROUND MARK IS A
 KD1164'STANDARD NGS DISK STAMPED GRAHAM 1948 NO 2 1985, SET INTO AN IRREGULAR
 KD1164'MASS OF CONCRETE 0.9 M (3.0 FT) BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8732 ***********************************************************************
 AJ8732  DESIGNATION -  GRAHAM AZ MK 2
 AJ8732  PID         -  AJ8732
 AJ8732  STATE/COUNTY-  MO/CHARITON
 AJ8732  USGS QUAD   -  SUMNER (1979)
 AJ8732
 AJ8732                         *CURRENT SURVEY CONTROL
 AJ8732  ___________________________________________________________________
 AJ8732* NAD 83(1997)-  39 40 30.90280(N)    093 10 51.49074(W)     ADJUSTED  
 AJ8732* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 AJ8732  ___________________________________________________________________
 AJ8732  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 AJ8732  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 AJ8732
 AJ8732  HORZ ORDER  -  THIRD
 AJ8732
 AJ8732.The horizontal coordinates were established by classical geodetic methods
 AJ8732.and adjusted by the National Geodetic Survey in April 2002..
 AJ8732
 AJ8732.The orthometric height was scaled from a topographic map.
 AJ8732
 AJ8732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8732
 AJ8732.The geoid height was determined by GEOID03.
 AJ8732
 AJ8732;                    North         East     Units Scale Factor Converg.
 AJ8732;SPC MO C     -   426,615.098   441,578.479   MT  0.99997534   -0 26 05.2
 AJ8732;UTM  15      - 4,391,729.892   484,479.551   MT  0.99960297   -0 06 55.9
 AJ8732
 AJ8732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8732!SPC MO C     -   0.99996989  x   0.99997534  =   0.99994523
 AJ8732!UTM  15      -   0.99996989  x   0.99960297  =   0.99957287
 AJ8732
 AJ8732                          SUPERSEDED SURVEY CONTROL
 AJ8732
 AJ8732.No superseded survey control is available for this station.
 AJ8732
 AJ8732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8448091730(NAD 83)
 AJ8732_MARKER: DZ = AZIMUTH MARK DISK
 AJ8732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8732_STAMPING: GRAHAM 1948 NO 2 1985
 AJ8732_MARK LOGO: NGS   
 AJ8732_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8732+STABILITY: SURFACE MOTION
 AJ8732
 AJ8732  HISTORY     - Date     Condition        Report By
 AJ8732  HISTORY     - 1984     MONUMENTED       NGS
 AJ8732
 AJ8732                          STATION DESCRIPTION
 AJ8732
 AJ8732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (JAO)
 AJ8732'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) SOUTHWEST OF
 AJ8732'BROOKFIELD, 12.9 KM (8.00 MI) SOUTH OF LACLEDE, 3.2 KM (2.00 MI) SOUTH
 AJ8732'OF THE LINN-CHARITON COUNTY LINE, 0.24 KM (0.15 MI) WEST FROM THE
 AJ8732'JUNCTION OF STATE HIGHWAY 139 AND STATE ROAD TT AND ON THE SOUTH
 AJ8732'RIGHT-OF-WAY OF A GRAVELED ROAD. TO REACH THE STATION FROM THE
 AJ8732'JUNCTION OF US HIGHWAY 36 AND STATE HIGHWAYS 5 AND 139, ABOUT 1.6 KM
 AJ8732'(1.00 MI) SOUTH OF LACLEDE, GO SOUTH ON HIGHWAY 139 FOR 11.51 KM (7.15
 AJ8732'MI) TO STATE ROAD TT ON THE LEFT AND A GRAVELED ROAD ON THE RIGHT.
 AJ8732'TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.24 KM (0.15 MI) TO
 AJ8732'THE STATION ON THE LEFT. THE STATION MARKS ARE STANDARD NGS AZIMUTH
 AJ8732'MARK DISKS STAMPED GRAHAM 1948 NO 2 1985.  THE SURFACE DISK IS SET
 AJ8732'INTO THE TOP OF A 30 CM OR 12 INCH ROUND CONCRETE MONUMENT THAT
 AJ8732'PROJECTS 5 CM OR 2 INCHES ABOVE THE GROUND. THE UNDERGROUND DISK IS
 AJ8732'SET INTO AN IRREGULAR MASS OF CONCRETE, 0.9 M (3.0 FT) BELOW THE
 AJ8732'GROUND SURFACE.  THE MARKS ARE 6.4 M (21.0 FT) SOUTH FROM THE
 AJ8732'CENTERLINE OF THE ROAD, 0.75 M (2.46 FT) WEST FROM A POWERLINE POLE
 AJ8732'AND 0.40 M (1.31 FT) EAST FROM A WITNESS POST.  THE STATION WAS
 AJ8732'POSITIONED BY ELECTRONIC TRAVERSE FROM GRAHAM 1948. DESCRIBED BY J A
 AJ8732'ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8723 ***********************************************************************
 AJ8723  DESIGNATION -  GRAHAM RM 4
 AJ8723  PID         -  AJ8723
 AJ8723  STATE/COUNTY-  MO/CHARITON
 AJ8723  USGS QUAD   -  SUMNER (1979)
 AJ8723
 AJ8723                         *CURRENT SURVEY CONTROL
 AJ8723  ___________________________________________________________________
 AJ8723* NAD 83(1997)-  39 40 31.09191(N)    093 11 16.22971(W)     ADJUSTED  
 AJ8723* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 AJ8723  ___________________________________________________________________
 AJ8723  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AJ8723  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 AJ8723
 AJ8723  HORZ ORDER  -  THIRD
 AJ8723
 AJ8723.The horizontal coordinates were established by classical geodetic methods
 AJ8723.and adjusted by the National Geodetic Survey in April 2002..
 AJ8723
 AJ8723.The orthometric height was scaled from a topographic map.
 AJ8723
 AJ8723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8723
 AJ8723.The geoid height was determined by GEOID03.
 AJ8723
 AJ8723;                    North         East     Units Scale Factor Converg.
 AJ8723;SPC MO C     -   426,625.426   440,988.964   MT  0.99997619   -0 26 21.0
 AJ8723;UTM  15      - 4,391,736.933   483,890.207   MT  0.99960320   -0 07 11.7
 AJ8723
 AJ8723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8723!SPC MO C     -   0.99996962  x   0.99997619  =   0.99994581
 AJ8723!UTM  15      -   0.99996962  x   0.99960320  =   0.99957283
 AJ8723
 AJ8723                          SUPERSEDED SURVEY CONTROL
 AJ8723
 AJ8723.No superseded survey control is available for this station.
 AJ8723
 AJ8723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8389091737(NAD 83)
 AJ8723_MARKER: Z = SEE DESCRIPTION
 AJ8723_SETTING: 0 = UNSPECIFIED SETTING
 AJ8723_MARK LOGO: CGS   
 AJ8723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8723
 AJ8723  HISTORY     - Date     Condition        Report By
 AJ8723  HISTORY     - 1966     MONUMENTED       CGS
 AJ8723  HISTORY     - 19850101 GOOD             NGS
 AJ8723
 AJ8723                          STATION DESCRIPTION
 AJ8723
 AJ8723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AJ8723'SEE DESCRIPTION FOR GRAHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8735 ***********************************************************************
 AJ8735  DESIGNATION -  GRAHAM RM 5
 AJ8735  PID         -  AJ8735
 AJ8735  STATE/COUNTY-  MO/CHARITON
 AJ8735  USGS QUAD   -  SUMNER (1979)
 AJ8735
 AJ8735                         *CURRENT SURVEY CONTROL
 AJ8735  ___________________________________________________________________
 AJ8735* NAD 83(1997)-  39 40 30.67637(N)    093 11 14.69145(W)     ADJUSTED  
 AJ8735* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 AJ8735  ___________________________________________________________________
 AJ8735  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AJ8735  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 AJ8735
 AJ8735  HORZ ORDER  -  THIRD
 AJ8735
 AJ8735.The horizontal coordinates were established by classical geodetic methods
 AJ8735.and adjusted by the National Geodetic Survey in April 2002..
 AJ8735
 AJ8735.The orthometric height was scaled from a topographic map.
 AJ8735
 AJ8735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8735
 AJ8735.The geoid height was determined by GEOID03.
 AJ8735
 AJ8735;                    North         East     Units Scale Factor Converg.
 AJ8735;SPC MO C     -   426,612.330   441,025.524   MT  0.99997614   -0 26 20.0
 AJ8735;UTM  15      - 4,391,724.046   483,926.826   MT  0.99960318   -0 07 10.7
 AJ8735
 AJ8735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8735!SPC MO C     -   0.99996962  x   0.99997614  =   0.99994576
 AJ8735!UTM  15      -   0.99996962  x   0.99960318  =   0.99957281
 AJ8735
 AJ8735                          SUPERSEDED SURVEY CONTROL
 AJ8735
 AJ8735.No superseded survey control is available for this station.
 AJ8735
 AJ8735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8392791724(NAD 83)
 AJ8735_MARKER: Z = SEE DESCRIPTION
 AJ8735_SETTING: 0 = UNSPECIFIED SETTING
 AJ8735_MARK LOGO: NGS   
 AJ8735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8735
 AJ8735  HISTORY     - Date     Condition        Report By
 AJ8735  HISTORY     - 1985     MONUMENTED       NGS
 AJ8735
 AJ8735                          STATION DESCRIPTION
 AJ8735
 AJ8735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AJ8735'SEE DESCRIPTION FOR GRAHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0561 ***********************************************************************
 GG0561  DESIGNATION -  GRANBY
 GG0561  PID         -  GG0561
 GG0561  STATE/COUNTY-  MO/NEWTON
 GG0561  USGS QUAD   -  GRANBY (1972)
 GG0561
 GG0561                         *CURRENT SURVEY CONTROL
 GG0561  ___________________________________________________________________
 GG0561* NAD 83(1997)-  36 55 09.84327(N)    094 15 03.20259(W)     ADJUSTED  
 GG0561* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 GG0561  ___________________________________________________________________
 GG0561  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 GG0561  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GG0561
 GG0561  HORZ ORDER  -  SECOND
 GG0561
 GG0561.The horizontal coordinates were established by classical geodetic methods
 GG0561.and adjusted by the National Geodetic Survey in February 2000..
 GG0561
 GG0561.The orthometric height was scaled from a topographic map.
 GG0561
 GG0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0561
 GG0561.The geoid height was determined by GEOID03.
 GG0561
 GG0561;                    North         East     Units Scale Factor Converg.
 GG0561;SPC MO W     -    83,554.315   872,195.829   MT  0.99994724   +0 08 58.7
 GG0561;UTM  15      - 4,086,661.974   388,580.909   MT  0.99975293   -0 45 05.3
 GG0561
 GG0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0561!SPC MO W     -   0.99995056  x   0.99994724  =   0.99989780
 GG0561!UTM  15      -   0.99995056  x   0.99975293  =   0.99970350
 GG0561
 GG0561|---------------------------------------------------------------------|
 GG0561| PID    Reference Object                     Distance      Geod. Az  |
 GG0561|                                                           dddmmss.s |
 GG0561| CI1480 GRANBY RM 1                          25.221 METERS 04708     |
 GG0561| CI1482 GRANBY RM 3                                        11025     |
 GG0561| GG0542 STARK                               APPROX. 7.0 KM 1561553.6 |
 GG0561| GG0565 GRANBY MUNICIPAL TANK                14.511 METERS 19853     |
 GG0561| CI1481 GRANBY RM 2                          29.118 METERS 27611     |
 GG0561|---------------------------------------------------------------------|
 GG0561
 GG0561                          SUPERSEDED SURVEY CONTROL
 GG0561
 GG0561  NAD 83(1997)-  36 55 09.84334(N)    094 15 03.20244(W) AD(       ) 2
 GG0561  NAD 83(1997)-  36 55 09.84358(N)    094 15 03.20243(W) AD(       ) 2
 GG0561  NAD 83(1997)-  36 55 09.85144(N)    094 15 03.20531(W) AD(       ) 2
 GG0561  NAD 83(1986)-  36 55 09.85637(N)    094 15 03.20122(W) AD(       ) 2
 GG0561  NAD 27      -  36 55 09.61290(N)    094 15 02.41860(W) AD(       ) 2
 GG0561
 GG0561.Superseded values are not recommended for survey control.
 GG0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0561.See file dsdata.txt to determine how the superseded data were derived.
 GG0561
 GG0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8858186662(NAD 83)
 GG0561_MARKER: DS = TRIANGULATION STATION DISK
 GG0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0561+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 GG0561
 GG0561  HISTORY     - Date     Condition        Report By
 GG0561  HISTORY     - 1961     MONUMENTED       CGS
 GG0561  HISTORY     - 20060323 GOOD             MODNR
 GG0561
 GG0561                          STATION DESCRIPTION
 GG0561
 GG0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0561'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF GRANBY 47.63
 GG0561'FEET NORTHEAST OF THE CENTER OF THE GRANBY MUNICIPAL WATER
 GG0561'TANK.  IT IS 112 FEET NORTHWEST OF THE INTERSECTION OF GROVE
 GG0561'AND VALLEY STREETS, 37 FEET NORTHEAST OF THE NORTHEAST CORNER
 GG0561'OF A PUMP HOUSE AND 37 FEET NORTH OF THE NORTHEAST LEG OF THE
 GG0561'TANK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRANBY
 GG0561'1961.
 GG0561'
 GG0561'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON VALLEY
 GG0561'STREET (U.S. HIGHWAY 60) FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 GG0561'
 GG0561'REFERENCE MARK 1 IS 35 FEET SOUTHWEST OF THE INTERSECTION OF
 GG0561'NEWTON AND GROVE STREET, AND 5 FEET SOUTHEAST OF A 20 INCH
 GG0561'HEDGE TREE.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK
 GG0561'IS STAMPED GRANBY NO 1 1961.
 GG0561'
 GG0561'REFERENCE MARK 2 IS 42 FEET NORTHWEST OF THE NORTHWEST CORNER
 GG0561'OF THE PUMP HOUSE AND 3 FEET EAST OF A 24 INCH CATALPHA TREE.
 GG0561'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRANBY NO 2 1961.
 GG0561'
 GG0561'REFERENCE MARK 3 IS 114 FEET SOUTH OF THE CENTERLINE OF THE
 GG0561'HIGHWAY AND 9 FEET NORTHWEST OF A 36 INCH OAK TREE.  THE
 GG0561'MONUMENT IS FLUSH AND THE DISK IS STAMPED GRANBY NO 3 1961.
 GG0561'
 GG0561'NOTE 1, REFERENCE MARK 3 WAS ESTABLISHED BY PRECISE METHODS.
 GG0561'
 GG0561'NOTE 2, THE WATER TANK CAN BE USED AS A PICTURE POINT.
 GG0561'
 GG0561'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GG0561
 GG0561                          STATION RECOVERY (2006)
 GG0561
 GG0561'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0565 ***********************************************************************
 GG0565  DESIGNATION -  GRANBY MUNICIPAL TANK
 GG0565  PID         -  GG0565
 GG0565  STATE/COUNTY-  MO/NEWTON
 GG0565  USGS QUAD   -  GRANBY (1972)
 GG0565
 GG0565                         *CURRENT SURVEY CONTROL
 GG0565  ___________________________________________________________________
 GG0565* NAD 83(1997)-  36 55 09.39787(N)    094 15 03.39236(W)     ADJUSTED  
 GG0565* NAVD 88     -                                                        
 GG0565  ___________________________________________________________________
 GG0565  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 GG0565  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GG0565
 GG0565  HORZ ORDER  -  THIRD
 GG0565
 GG0565.The horizontal coordinates were established by classical geodetic methods
 GG0565.and adjusted by the National Geodetic Survey in February 2000..
 GG0565
 GG0565
 GG0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0565
 GG0565.The geoid height was determined by GEOID03.
 GG0565
 GG0565;                    North         East     Units Scale Factor Converg.
 GG0565;SPC MO W     -    83,540.573   872,191.168   MT  0.99994724   +0 08 58.6
 GG0565;UTM  15      - 4,086,648.310   388,576.033   MT  0.99975295   -0 45 05.4
 GG0565
 GG0565                          SUPERSEDED SURVEY CONTROL
 GG0565
 GG0565  NAD 83(1997)-  36 55 09.39794(N)    094 15 03.39221(W) AD(       ) 4
 GG0565  NAD 83(1997)-  36 55 09.39818(N)    094 15 03.39220(W) AD(       ) 4
 GG0565  NAD 83(1997)-  36 55 09.40604(N)    094 15 03.39508(W) AD(       ) 4
 GG0565  NAD 83(1986)-  36 55 09.41107(N)    094 15 03.39143(W) AD(       ) 4
 GG0565  NAD 27      -  36 55 09.16700(N)    094 15 02.60800(W) AD(       ) 3
 GG0565
 GG0565.Superseded values are not recommended for survey control.
 GG0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0565.See file dsdata.txt to determine how the superseded data were derived.
 GG0565
 GG0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8857686648(NAD 83)
 GG0565_MARKER: 53 = ELEVATED TANK
 GG0565
 GG0565  HISTORY     - Date     Condition        Report By
 GG0565  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0565  HISTORY     - 1961     GOOD             CGS
 GG0565
 GG0565                          STATION DESCRIPTION
 GG0565
 GG0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0565'THIS STATION IS THE CENTER OF THE GRANBY MUNICIPAL WATER TANK.  IT
 GG0565'IS A LARGE STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP AND HAS
 GG0565'A BALL AT THE TIP.  IT IS SUPPORTED BY FOUR VERTICAL LEGS AND
 GG0565'HAS A 36 INCH DIAMETER CILINDRICAL FEED PIPE.  THE FEED PIPE
 GG0565'IS PAINTED ALTERNATELY SILVER AND BLACK, THE LEGS ARE PAINTED
 GG0565'BLACK, AND THE BOWL IS PAINTED SILVER.  THE BOWL IS LETTERED
 GG0565'GRANBY OLDEST MINING TOWN IN SOUTHWEST 1850 ON THE EAST AND
 GG0565'WEST SIDES.  THE TANK IS ABOUT 50 FEET HIGH AND IS QUITE
 GG0565'PROMINENT.  IT WAS ERECTED IN 1911.
 GG0565'
 GG0565'THE TANK IS IN THE EASTERN PART OF GRANBY, ABOUT 1/4 MILE EAST
 GG0565'OF THE MAIN STREET OF TOWN, ABOUT 50 FEET NORTH OF THE CENTER
 GG0565'LINE OF HIGHWAY U.S. 60 AT THE SUMMIT OF THE HIGHWAY GRADE,
 GG0565'AND ABOUT 75 FEET WEST OF THE FOURTH STREET EAST OF THE MAIN
 GG0565'STREET OF TOWN
 GG0565
 GG0565                          STATION RECOVERY (1961)
 GG0565
 GG0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0565'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GG0565'
 GG0565'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GG0565'GRANBY AND THE DISTANCE IS 47.63 FEET, 14.518 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2701 ***********************************************************************
 JD2701  DESIGNATION -  GRAND
 JD2701  PID         -  JD2701
 JD2701  STATE/COUNTY-  MO/BENTON
 JD2701  USGS QUAD   -  SHAWNEE BEND (1983)
 JD2701
 JD2701                         *CURRENT SURVEY CONTROL
 JD2701  ___________________________________________________________________
 JD2701* NAD 83(1997)-  38 17 11.55386(N)    093 26 34.28847(W)     ADJUSTED  
 JD2701* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 JD2701  ___________________________________________________________________
 JD2701  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 JD2701  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JD2701
 JD2701  HORZ ORDER  -  THIRD
 JD2701
 JD2701.The horizontal coordinates were established by classical geodetic methods
 JD2701.and adjusted by the National Geodetic Survey in February 2000..
 JD2701
 JD2701.The orthometric height was scaled from a topographic map.
 JD2701
 JD2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2701
 JD2701.The geoid height was determined by GEOID03.
 JD2701
 JD2701;                    North         East     Units Scale Factor Converg.
 JD2701;SPC MO C     -   272,656.654   417,514.362   MT  1.00001710   -0 35 03.2
 JD2701;SPC MO W     -   235,782.769   942,484.733   MT  1.00004648   +0 39 18.2
 JD2701;UTM  15      - 4,237,701.051   461,269.945   MT  0.99961847   -0 16 27.8
 JD2701
 JD2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2701!SPC MO C     -   0.99996486  x   1.00001710  =   0.99998196
 JD2701!SPC MO W     -   0.99996486  x   1.00004648  =   1.00001134
 JD2701!UTM  15      -   0.99996486  x   0.99961847  =   0.99958335
 JD2701
 JD2701|---------------------------------------------------------------------|
 JD2701| PID    Reference Object                     Distance      Geod. Az  |
 JD2701|                                                           dddmmss.s |
 JD2701| CN6290 GRAND RM 1                           27.480 METERS 09606     |
 JD2701| JD2695 WARSAW MUNICIPAL TANK               APPROX. 7.1 KM 1320523.7 |
 JD2701| CN6291 GRAND RM 2                           25.807 METERS 19143     |
 JD2701| CN6289 GRAND AZ MK                                        3235358.4 |
 JD2701|---------------------------------------------------------------------|
 JD2701
 JD2701                          SUPERSEDED SURVEY CONTROL
 JD2701
 JD2701  NAD 83(1997)-  38 17 11.55921(N)    093 26 34.28848(W) AD(       ) 3
 JD2701  NAD 83(1986)-  38 17 11.56359(N)    093 26 34.28777(W) AD(       ) 3
 JD2701  NAD 27      -  38 17 11.47800(N)    093 26 33.54500(W) AD(       ) 3
 JD2701
 JD2701.Superseded values are not recommended for survey control.
 JD2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2701.See file dsdata.txt to determine how the superseded data were derived.
 JD2701
 JD2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC6127037701(NAD 83)
 JD2701_MARKER: DS = TRIANGULATION STATION DISK
 JD2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2701
 JD2701  HISTORY     - Date     Condition        Report By
 JD2701  HISTORY     - 1948     MONUMENTED       CGS
 JD2701  HISTORY     - 1963     GOOD             CGS
 JD2701
 JD2701                          STATION DESCRIPTION
 JD2701
 JD2701'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2701'THE STATION IS LOCATED ON THE CREST OF AN EAST-WEST WOODED RIDGE,
 JD2701'ABOUT 6 MILES NORTHWEST OF WARSAW, 0.3 MILE SOUTH OF THE GRAND
 JD2701'RIVER, 52 FEET SOUTH-SOUTHWEST OF A TRIANGLE BLAZED ON A 13 INCH
 JD2701'OAK TREE, 22 FEET NORTHEAST OF A TRIANGLE BLAZED ON A 15 INCH OAK
 JD2701'TREE, AND 4.7 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 2 INCHES
 JD2701'AND IS STAMPED GRAND 1948.
 JD2701'
 JD2701'REFERENCE MARK NO. 1 IS ON THE NORTH EDGE OF THE CREST OF THE
 JD2701'RIDGE AND IS ABOUT 3 FEET LOWER THAN THE STATION.  IT PROJECTS 3
 JD2701'INCHES AND IS STAMPED GRAND NO 1 1948.
 JD2701'
 JD2701'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE RIDGE AND IS
 JD2701'ABOUT 4 FEET LOWER THAN THE STATION.  IT PROJECTS 3 INCHES AND IS
 JD2701'STAMPED GRAND NO 2 1948.
 JD2701'
 JD2701'THE AZIMUTH MARK IS 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JD2701'HOUSE, 38 FEET SOUTH OF A LARGE OAK TREE, 16 FEET WEST OF THE
 JD2701'CENTER OF A GRAVELED ROAD, AND 2 FEET WEST OF A WITNESS POST.  IT
 JD2701'PROJECTS 5 INCHES AND IS STAMPED GRAND 1948.
 JD2701'
 JD2701'TO REACH THE STATION FROM THE COURTHOUSE IN WARSAW, GO WEST ON
 JD2701'MAIN STREET FOR 0.2 MILE TO A CROSS STREET AT WARSAW LUMBER CO.,
 JD2701'TURN RIGHT AND GO NORTH 0.1 MILE, TURN LEFT AND GO 0.1 MILE, TURN
 JD2701'RIGHT AND GO 0.1 MILE, TURN LEFT AND GO 0.2 MILE TO THE END OF
 JD2701'SURFACE ROAD.  CONTINUE NORTHWEST ON GRAVELED ROAD FOR 1.2 MILES,
 JD2701'TAKE RIGHT FORK FOR 2.9 MILES, TAKE LEFT FORK FOR 0.6 MILE, TAKE
 JD2701'LEFT FORK FOR 1.7 MILES TO A SCHOOL HOUSE ON THE RIGHT.
 JD2701'CONTINUE ON GRAVELED ROAD FOR 0.45 MILE TO A T ROAD LEFT, TURN
 JD2701'LEFT AND GO 0.9 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO WEST
 JD2701'AND SOUTH FOR 1.1 MILES TO A HOUSE ON THE RIGHT AND AT A POINT
 JD2701'WHERE THE ROAD CURVES TO THE WEST, AZIMUTH MARK IS ON THE RIGHT
 JD2701'AS DESCRIBED.  CONTINUE ON MAIN TRAVELED ROAD FOR 0.5 MILE TO A
 JD2701'FORK, JUST PAST A HOUSE ON THE LEFT, TAKE LEFT FORK AND GO
 JD2701'STRAIGHT AHEAD FOR 0.4 MILE TO THE TOP OF A RIDGE AND A DIM
 JD2701'TRACK ROAD LEFT, TURN LEFT AND GO EASTERLY ON DIM ROAD FOR
 JD2701'0.2 MILE TO THE SECOND WIRE GATE, TURN LEFT ALONG THE NORTHWEST
 JD2701'SIDE OF A FENCE FOR 100 YARDS TO THE TOP OF A RIDGE, TURN LEFT
 JD2701'ON A DIM TRACK ROAD AND GO ALONG RIDGE FOR 150 YARDS TO A DIM
 JD2701'FORK, TAKE RIGHT FORK AND GO 0.15 MILE TO A WIRE GATE, PASS
 JD2701'THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.5 MILE TO THE
 JD2701'STATION AS DESCRIBED.
 JD2701'
 JD2701'A 74 FOOT SIGNAL AT WAR IS VISIBLE AT 50 FEET.
 JD2701'
 JD2701'A 74 FOOT SIGNAL AT SAW IS VISIBLE AT 50 FEET.
 JD2701'
 JD2701'A 74 FOOT SIGNAL AT BLUE IS VISIBLE AT 50 FEET.
 JD2701'
 JD2701'A 100 FOOT SIGNAL AT FINEY IS VISIBLE AT 60 FEET.
 JD2701'
 JD2701'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2701
 JD2701                          STATION RECOVERY (1963)
 JD2701
 JD2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 JD2701'THE STATION WAS RECOVERED AS DESCRIBED BY R L E IN 1948 AND ALL
 JD2701'MARKS WERE FOUND IN GOOD CONDITION.  A NEW TO REACH FOLLOWS- FROM
 JD2701'THE WEST CORNER OF THE COURTHOUSE SQUARE IN WARSAW GO N. 0.2 MILE
 JD2701'TO CROSS-STREETS, TURN LEFT, W. AND GO 0.35 MILE TO A T-STREET,
 JD2701'TURN RIGHT TOWARD THE MUNI. SWIMMING POOL AND GO 0.5 MILE TO THE
 JD2701'WARSAW GOLF CLUB ON RIGHT, CONTINUE AHEAD 0.5 MILE TO A T-RD.
 JD2701'JCT., TURN RIGHT AND GO 1.15 MILE TO SIDE ROAD ON LEFT,
 JD2701'CONTINUE AHEAD 0.45 MILE TO FORKS, TAKE LEFT FORK TOWARD MACKS
 JD2701'AND GO 0.6 MILE TO FORKS, TAKE LEFT, FORK TOWARD SPRING
 JD2701'VALLEY AND GO 0.55 MILE TO A CEMETERY ON RIGHT, CONTINUE
 JD2701'TOWARD SPRING VALLEY 0.4 MILE TO A ROAD ON LEFT, KEEP
 JD2701'RIGHT, STRAIGHT AHEAD FOR 0.7 MILE TO A SCHOOL ON RIGHT,
 JD2701'CONTINUE AHEAD 0.45 MILE TO A SIDE ROAD ON LEFT, TURN LEFT, S,
 JD2701'AND FOLLOW SIGN TOWARD SPRING VALLEY (DOWN HILL), GO 0.1 MILE
 JD2701'TO SPRING VALLEY DEVELP. AND CONTINUE 0.1 MILE TO THE NEXT
 JD2701'ROAD ON RIGHT, TURN RIGHT AND GO 0.2 MILE TO BRIDGE OVER TEBO
 JD2701'CREEK, CONTINUE 0.7 MILE TO A HOUSE AND THE AZIMUTH ON
 JD2701'RIGHT AT TURN IN ROAD, CONTINUE 0.35 MILE TO HOUSE ON LEFT,
 JD2701'CONTINUE UP HILL 0.5 MILE TO TOP OF HILL AND DIM TRACK ROAD ON
 JD2701'LEFT AND TRIANGLE BLAZE ON WHITE OAK, TURN LEFT AND GO E. 0.2
 JD2701'MILE TO THE SECOND FENCE, TURN LEFT ALONG THE N. SIDE OF FENCE
 JD2701'FOR 100 YARDS, TURN LEFT ON DIM TRACK ROAD FOR ABOUT 150
 JD2701'YARDS AND PICK UP A VERY DIM TRAIL ON RIGHT, GO RIGHT FOR
 JD2701'0.15 MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE AHEAD
 JD2701'ON TRACK ROAD 0.5 MILE TO THE STATION AS DESCRIBED IN THE
 JD2701'ORIGINAL DESCRIPTION.
 JD2701'
 JD2701'THE MARKS PROJECT ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1193 ***********************************************************************
 KD1193  DESIGNATION -  GRAND RESET
 KD1193  PID         -  KD1193
 KD1193  STATE/COUNTY-  MO/CHARITON
 KD1193  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD1193
 KD1193                         *CURRENT SURVEY CONTROL
 KD1193  ___________________________________________________________________
 KD1193* NAD 83(1997)-  39 26 41.73996(N)    093 12 50.19864(W)     ADJUSTED  
 KD1193* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 KD1193  ___________________________________________________________________
 KD1193  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 KD1193  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD1193
 KD1193  HORZ ORDER  -  SECOND
 KD1193
 KD1193.The horizontal coordinates were established by classical geodetic methods
 KD1193.and adjusted by the National Geodetic Survey in February 2000..
 KD1193
 KD1193.The orthometric height was scaled from a topographic map.
 KD1193
 KD1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1193
 KD1193.The geoid height was determined by GEOID03.
 KD1193
 KD1193;                    North         East     Units Scale Factor Converg.
 KD1193;SPC MO C     -   401,066.523   438,546.583   MT  0.99997981   -0 27 13.0
 KD1193;UTM  15      - 4,366,174.422   481,590.784   MT  0.99960417   -0 08 09.3
 KD1193
 KD1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1193!SPC MO C     -   0.99997404  x   0.99997981  =   0.99995385
 KD1193!UTM  15      -   0.99997404  x   0.99960417  =   0.99957822
 KD1193
 KD1193:                Primary Azimuth Mark                     Grid Az
 KD1193:SPC MO C     -  BRUNSWICK MUNICIPAL TANK                 104 11 35.4
 KD1193:UTM  15      -  BRUNSWICK MUNICIPAL TANK                 103 52 31.7
 KD1193
 KD1193|---------------------------------------------------------------------|
 KD1193| PID    Reference Object                     Distance      Geod. Az  |
 KD1193|                                                           dddmmss.s |
 KD1193| KD1190 BRUNSWICK MUNICIPAL TANK            APPROX. 7.5 KM 1034422.4 |
 KD1193| KD1191 BRUNSWICK ELEMEN SCH BELFRY         APPROX. 7.4 KM 1055849.8 |
 KD1193| CL8604 GRAND AZ MK                                        1174042.0 |
 KD1193| CL8605 GRAND RM 1                                         21854     |
 KD1193| CL8606 GRAND RM 2                                         32023     |
 KD1193|---------------------------------------------------------------------|
 KD1193
 KD1193                          SUPERSEDED SURVEY CONTROL
 KD1193
 KD1193  NAD 83(1997)-  39 26 41.74296(N)    093 12 50.20258(W) AD(       ) 2
 KD1193  NAD 83(1986)-  39 26 41.74319(N)    093 12 50.20232(W) AD(       ) 2
 KD1193  NAD 27      -  39 26 41.65810(N)    093 12 49.46710(W) AD(       ) 2
 KD1193
 KD1193.Superseded values are not recommended for survey control.
 KD1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1193.See file dsdata.txt to determine how the superseded data were derived.
 KD1193
 KD1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8159166174(NAD 83)
 KD1193_MARKER: DS = TRIANGULATION STATION DISK
 KD1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1193
 KD1193  HISTORY     - Date     Condition        Report By
 KD1193  HISTORY     - 1948     MONUMENTED       CGS
 KD1193  HISTORY     - 1966     MARK NOT FOUND   CGS
 KD1193
 KD1193                          STATION DESCRIPTION
 KD1193
 KD1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1193'STATION IS LOCATED ABOUT 6 MILES WEST NORTHWEST OF BRUNSWICK AND
 KD1193'ABOUT 5 MILES SOUTH SOUTHWEST OF TRIPLETT ON THE LEVEE ALONG THE
 KD1193'GRAND RIVER.  STATION IS 52 FEET SOUTHEAST OF THE APPROXIMATE
 KD1193'CENTERLINE OF TRACK ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND
 KD1193'THE DISK IS STAMPED GRAND 1948.
 KD1193'
 KD1193'REFERENCE MARK NO. 1 IS 92.44 FEET, SLOPE MEASUREMENT, SOUTHWEST
 KD1193'OF STATION, 12 FEET WEST OF THE APPROXIMATE CENTERLINE OF TRACK ROAD
 KD1193'AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 KD1193'THE DISK IS STAMPED GRAND NO 1 1948.
 KD1193'
 KD1193'REFERENCE MARK NO. 2 IS 92.31 FEET, SLOPE MEASUREMENT, NORTHWEST
 KD1193'OF STATION, 13 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 KD1193'TRACK ROAD AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 4
 KD1193'INCHES AND THE DISK IS STAMPED GRAND NO 2 1948.
 KD1193'
 KD1193'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHEAST OF STATION,
 KD1193'27 FEET SOUTH SOUTHWEST OF THE APPROXIMATE CENTERLINE OF DIRT
 KD1193'ROAD AND 16 FEET WEST NORTHWEST OF THE APPROXIMATE CENTERLINE
 KD1193'OF A TRACK ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 KD1193'DISK IS STAMPED GRAND 1948.
 KD1193'
 KD1193'TO REACH FROM THE POST OFFICE IN BRUNSWICK GO WEST ON U.S.
 KD1193'HIGHWAY 24 FOR 1.2 MILES TO THE JUNCTION OF STATE HIGHWAY 11.
 KD1193'CONTINUE ON U.S. HIGHWAY 24 FOR 0.3 MILE TO A SIDE ROAD RIGHT
 KD1193'JUST AFTER CROSSING RAILROAD.  TURN RIGHT AND FOLLOW MAIN
 KD1193'TRAVELLED ROAD NORTHWEST FOR 1.0 MILE TO FORK.  TAKE LEFT FORK
 KD1193'AND FOLLOW MAIN ROAD WESTERLY FOR 2.65 MILES TO POINT WHERE
 KD1193'MAIN ROAD TURNS NORTH AT HOUSE ON RIGHT.  TURN SHARP LEFT
 KD1193'ON TRACK ROAD AND GO TO TOP OF LEVEE AND TO STATION ON LEFT
 KD1193'AS DESCRIBED.
 KD1193'
 KD1193'TO REACH AZIMUTH FROM STATION GO EAST ON MAIN ROAD FOR
 KD1193'0.4 MILE TO TRACK ROAD RIGHT AND TO AZIMUTH MARK ON RIGHT AS
 KD1193'DESCRIBED.
 KD1193'
 KD1193'A 74 FOOT SIGNAL AT STATION HIGH HILL (MO.RC) 1928 IS VISIBLE AT
 KD1193'64 FEET.
 KD1193'
 KD1193'AN 87 FOOT SIGNAL AT STATION PITTMAN 1928 IS VISIBLE AT 77
 KD1193'FEET.
 KD1193'
 KD1193'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1193
 KD1193                          STATION RECOVERY (1966)
 KD1193
 KD1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1193'STATION SURFACE MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 KD1193'2 AND THE AZIMUTH MARK HAVE BEEN DESTROYED.  THE STATION
 KD1193'UNDERGROUND MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KD1193'
 KD1193'A NEW SURFACE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE
 KD1193'MARK NO. 4 WERE SET.
 KD1193'
 KD1193'NO OBJECTS VISIBLE FROM THE STATION SO A NEW AZIMUTH MARK
 KD1193'COULD NOT BE SET.
 KD1193'
 KD1193'FOLLOWING IS A NEW DESCRIPTION.
 KD1193'
 KD1193'TO REACH THE STATION FROM THE POST OFFICE IN BRUNSWICK, GO WEST
 KD1193'ON U.S. HIGHWAY 24 FOR 1.25 MILES TO THE JUNCTION WITH STATE
 KD1193'HIGHWAY 11.  CONTINUE WEST ON U.S. HIGHWAY 24 FOR 0.4 MILES
 KD1193'TO A SIDE ROAD ON THE RIGHT JUST AFTER CROSSING A RAILROAD
 KD1193'TRACK.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE
 KD1193'TO A ROAD FORK.  TAKE THE LEFT FORK AND GO WESTERLY ON A
 KD1193'GRAVELED ROAD FOR 1.65 MILES TO A ROAD FORK.  TAKE THE LEFT FORK
 KD1193'AND GO WEST ON GRAVELED ROAD FOR 1.0 MILES TO A
 KD1193'T-INTERSECTION AND WHERE THE MAIN ROAD TURNS NORTH.  TURN
 KD1193'LEFT AND GO SOUTH FOR 0.05 MILE TO THE TOP OF LEVEE AND THE
 KD1193'STATION ON THE LEFT.
 KD1193'
 KD1193'STATION SURFACE MARK, A STANDARD DISK STAMPED GRAND 1948 1966,
 KD1193'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5
 KD1193'INCHES.  IT IS NEAR THE CENTER OF THE TOP OF LEVEE, 55 FEET
 KD1193'SOUTHEAST OF THE CENTER OF DIRT ROAD, 37 FEET EAST OF A SQUARE
 KD1193'GATE POST, AND 1.5 FEET NORTH OF A METAL WITNESS POST.  THE
 KD1193'UNDERGROUND MARK, A STANDARD DISK SET IN THE TOP OF AN IRREGULAR
 KD1193'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND AND
 KD1193'IS STAMPED GRAND 1948.
 KD1193'
 KD1193'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GRAND 1948 NO. 3
 KD1193'1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 KD1193'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS NEAR THE NORTH
 KD1193'EDGE OF THE LEVEE.
 KD1193'
 KD1193'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GRAND 1948 NO. 4
 KD1193'1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KD1193'3 INCHES.  IT IS 16 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 KD1193'5 FEET EAST OF THE SQUARE GATE POST, AND NEAR THE SOUTH EDGE
 KD1193'OF THE LEVEE.
 KD1193'
 KD1193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES
 KD1193'WEST-NORTHWEST OF BRUNSWICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1074 ***********************************************************************
 GE1074  DESIGNATION -  GRANDIN
 GE1074  PID         -  GE1074
 GE1074  STATE/COUNTY-  MO/RIPLEY
 GE1074  USGS QUAD   -  HOGAN HOLLOW (1980)
 GE1074
 GE1074                         *CURRENT SURVEY CONTROL
 GE1074  ___________________________________________________________________
 GE1074* NAD 83(1997)-  36 46 18.12991(N)    090 43 58.86991(W)     ADJUSTED  
 GE1074* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 GE1074  ___________________________________________________________________
 GE1074  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 GE1074  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GE1074
 GE1074  HORZ ORDER  -  THIRD
 GE1074
 GE1074.The horizontal coordinates were established by classical geodetic methods
 GE1074.and adjusted by the National Geodetic Survey in February 2000..
 GE1074
 GE1074.The orthometric height was scaled from a topographic map.
 GE1074
 GE1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1074
 GE1074.The geoid height was determined by GEOID03.
 GE1074
 GE1074;                    North         East     Units Scale Factor Converg.
 GE1074;SPC MO E     -   104,144.192   229,198.077   MT  0.99993866   -0 08 22.2
 GE1074;UTM  15      - 4,071,943.888   702,323.547   MT  1.00010433   +1 21 27.1
 GE1074
 GE1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1074!SPC MO E     -   0.99997260  x   0.99993866  =   0.99991126
 GE1074!UTM  15      -   0.99997260  x   1.00010433  =   1.00007692
 GE1074
 GE1074|---------------------------------------------------------------------|
 GE1074| PID    Reference Object                     Distance      Geod. Az  |
 GE1074|                                                           dddmmss.s |
 GE1074| GE1075 GRANDIN LOOKOUT TOWER                18.054 METERS 04029     |
 GE1074| CI3723 GRANDIN AZ MK                                      0661641.7 |
 GE1074| CI3724 GRANDIN RM 1                         18.233 METERS 14737     |
 GE1074| CI3725 GRANDIN RM 2                         27.079 METERS 24734     |
 GE1074|---------------------------------------------------------------------|
 GE1074
 GE1074                          SUPERSEDED SURVEY CONTROL
 GE1074
 GE1074  NAD 83(1997)-  36 46 18.13339(N)    090 43 58.86986(W) AD(       ) 3
 GE1074  NAD 83(1997)-  36 46 18.13406(N)    090 43 58.86916(W) AD(       ) 3
 GE1074  NAD 83(1986)-  36 46 18.13797(N)    090 43 58.86954(W) AD(       ) 3
 GE1074  NAD 27      -  36 46 17.93980(N)    090 43 58.43870(W) AD(       ) 3
 GE1074
 GE1074.Superseded values are not recommended for survey control.
 GE1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1074.See file dsdata.txt to determine how the superseded data were derived.
 GE1074
 GE1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0232471944(NAD 83)
 GE1074_MARKER: DS = TRIANGULATION STATION DISK
 GE1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1074
 GE1074  HISTORY     - Date     Condition        Report By
 GE1074  HISTORY     - 1957     MONUMENTED       CGS
 GE1074
 GE1074                          STATION DESCRIPTION
 GE1074
 GE1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1074'THE STATION IS AT SITE OF THE GRANDIN STATE FOREST SERVICE
 GE1074'LOOKOUT TOWER, ON A WOODED KNOLL ABOUT 12 MILES NORTHEAST OF
 GE1074'DONIPHAN, 7-1/2 MILES SOUTHEAST OF GRANDIN, 2-3/4 MILES SOUTH
 GE1074'OF THE CARTER-RIPLEY COUNTY LINE AND 0.25 MILE WEST OF COUNTY
 GE1074'ROAD K.  IT IS ON THE PROPERTY OF THE MISSOURI STATE FOREST
 GE1074'SERVICE, IN THE SOUTHWEST 1/4 OF SECTION 34, T25N, R3E.
 GE1074'
 GE1074'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND
 GE1074'COUNTY ROAD O IN GRANDIN, GO NORTH ON HIGHWAY 21 FOR 0.8 MILE
 GE1074'TO THE JUNCTION OF COUNTY ROAD B ON THE RIGHT, TURN RIGHT AND
 GE1074'GO EAST ON COUNTY ROAD B (GRAVEL) FOR 5.75 MILES TO THE
 GE1074'JUNCTION OF COUNTY ROAD W ON THE LEFT AND U ON THE RIGHT, TURN
 GE1074'RIGHT AND GO SOUTH ON COUNTY ROAD U FOR 1.85 MILES TO THE
 GE1074'CARTER-RIPLEY COUNTY LINE, CONTINUE SOUTH ON COUNTY ROAD K FOR
 GE1074'2.75 MILES TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK ON
 GE1074'THE LEFT AS DESCRIBED, TURN RIGHT AS PER SIGN GRANDIN LOOKOUT
 GE1074'TOWER AND GO WEST FOR 0.2 MILE TO A FORK, TAKE THE RIGHT
 GE1074'ROAD AND CONTINUE WEST FOR 0.05 MILE TO THE LOOKOUT TOWER AND
 GE1074'THE STATION.
 GE1074'
 GE1074'THE STATION MARKS ARE STANDARD DISKS, STAMPED GRANDIN 1957.  THE
 GE1074'SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GE1074'POST WHICH PROJECTS 6 INCHES.  IT IS 50 FEET SOUTHWEST OF THE
 GE1074'SOUTHWEST LEG OF THE LOOKOUT TOWER, 41 FEET NORTHWEST OF THE
 GE1074'SOUTH POST IN A LINE OF POSTS RUNNING NORTH AND SOUTH THAT
 GE1074'BORDERS THE PARKING AREA, AND 24 FEET SOUTHWEST OF THE NORTH
 GE1074'POST IN THE SAME LINE OF POSTS.  A WHITE POST WAS SET 1-1/2
 GE1074'FEET NORTH OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN
 GE1074'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 GE1074'SURFACE.
 GE1074'
 GE1074'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRANDIN NO 1 1957,
 GE1074'SET IN A DRILL HOLE IN AN OUTCROP OF ROCK ABOUT 3 X 4 FEET AND
 GE1074'PROJECTS 7 INCHES.  IT IS 20 FEET SOUTH-SOUTHEAST OF THE SOUTH
 GE1074'POST IN THE NORTH-SOUTH POST LINE.
 GE1074'
 GE1074'REFERENCE MARK 2 IS A STANDARD DISK, SET IN A DRILL HOLE IN AN
 GE1074'OUTCROP OF ROCK ABOUT 3 X 5 FEET AND PROJECTS 6 INCHES.  IT IS
 GE1074'106 FEET WEST OF THE SOUTH POST IN THE NORTH-SOUTH LINE OF
 GE1074'POSTS.
 GE1074'
 GE1074'THE AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A 10-INCH
 GE1074'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 49 FEET
 GE1074'EAST OF THE CENTER OF THE SIDE ROAD LEADING TO THE LOOKOUT
 GE1074'TOWER AND COUNTY ROAD K AND 30 FEET SOUTH OF THE CENTER OF A
 GE1074'TRACK ROAD WHICH RUNS EASTERLY.  A WHITE POST WAS SET 1 FOOT
 GE1074'SOUTH OF THE MARK.
 GE1074'
 GE1074'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1075 ***********************************************************************
 GE1075  DESIGNATION -  GRANDIN LOOKOUT TOWER
 GE1075  PID         -  GE1075
 GE1075  STATE/COUNTY-  MO/RIPLEY
 GE1075  USGS QUAD   -  HOGAN HOLLOW (1980)
 GE1075
 GE1075                         *CURRENT SURVEY CONTROL
 GE1075  ___________________________________________________________________
 GE1075* NAD 83(1997)-  36 46 18.57542(N)    090 43 58.39732(W)     ADJUSTED  
 GE1075* NAVD 88     -                                                        
 GE1075  ___________________________________________________________________
 GE1075  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 GE1075  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GE1075
 GE1075  HORZ ORDER  -  THIRD
 GE1075
 GE1075.The horizontal coordinates were established by classical geodetic methods
 GE1075.and adjusted by the National Geodetic Survey in February 2000..
 GE1075
 GE1075
 GE1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1075
 GE1075.The geoid height was determined by GEOID03.
 GE1075
 GE1075;                    North         East     Units Scale Factor Converg.
 GE1075;SPC MO E     -   104,157.896   229,209.829   MT  0.99993866   -0 08 21.9
 GE1075;UTM  15      - 4,071,957.896   702,334.939   MT  1.00010439   +1 21 27.4
 GE1075
 GE1075                          SUPERSEDED SURVEY CONTROL
 GE1075
 GE1075  NAD 83(1997)-  36 46 18.57890(N)    090 43 58.39728(W) AD(       ) 4
 GE1075  NAD 83(1997)-  36 46 18.57957(N)    090 43 58.39657(W) AD(       ) 4
 GE1075  NAD 83(1986)-  36 46 18.58347(N)    090 43 58.39696(W) AD(       ) 4
 GE1075  NAD 27      -  36 46 18.38500(N)    090 43 57.96600(W) AD(       ) 3
 GE1075
 GE1075.Superseded values are not recommended for survey control.
 GE1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1075.See file dsdata.txt to determine how the superseded data were derived.
 GE1075
 GE1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0233571958(NAD 83)
 GE1075_MARKER: 57 = LOOKOUT TOWER
 GE1075
 GE1075  HISTORY     - Date     Condition        Report By
 GE1075  HISTORY     - 1957     FIRST OBSERVED   CGS
 GE1075
 GE1075                          STATION DESCRIPTION
 GE1075
 GE1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1075'THE STATION IS ABOUT 12 MILES NORTHEAST OF DONIPHAN, 7-1/2 MILES
 GE1075'SOUTHEAST OF GRANDIN AND 2-3/4 MILES SOUTH OF THE CARTER-RIPLEY
 GE1075'COUNTY LINE, IN THE SOUTHWEST QUARTER OF SECTION 34, T25N, R3E.
 GE1075'THE LOOKOUT HOUSE IS SUPPORTED BY FOUR WOOD LEGS AND IS 70 FEET
 GE1075'IN HEIGHT.  A MEASUREMENT WAS MADE FROM TRIANGULATION STATION
 GE1075'GRANDIN TO THE CENTER OF THE BASE OF THE LOOKOUT TOWER AND THE
 GE1075'DISTANCE WAS FOUND TO BE 59.23 FEET AND/OR 18.054 METERS
 GE1075'NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1053 ***********************************************************************
 KD1053  DESIGNATION -  GRANDVIEW
 KD1053  PID         -  KD1053
 KD1053  STATE/COUNTY-  MO/BOONE
 KD1053  USGS QUAD   -  HALLSVILLE (1969)
 KD1053
 KD1053                         *CURRENT SURVEY CONTROL
 KD1053  ___________________________________________________________________
 KD1053* NAD 83(1997)-  39 02 44.29600(N)    092 10 01.82055(W)     ADJUSTED  
 KD1053* NAVD 88     -       283.8    (meters)     931.     (feet)  VERTCON   
 KD1053  ___________________________________________________________________
 KD1053  X           -    -187,576.334 (meters)                     COMP
 KD1053  Y           -  -4,956,784.506 (meters)                     COMP
 KD1053  Z           -   3,996,411.418 (meters)                     COMP
 KD1053  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 KD1053  ELLIP HEIGHT-         251.20  (meters)          (02/17/00) GPS OBS
 KD1053  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD1053
 KD1053  HORZ ORDER  -  FIRST
 KD1053  ELLP ORDER  -  FOURTH    CLASS I
 KD1053
 KD1053.The horizontal coordinates were established by classical geodetic methods
 KD1053.and adjusted by the National Geodetic Survey in February 2000..
 KD1053
 KD1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1053
 KD1053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1053
 KD1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1053
 KD1053.The ellipsoidal height was determined by GPS observations
 KD1053.and is referenced to NAD 83.
 KD1053
 KD1053.The geoid height was determined by GEOID03.
 KD1053
 KD1053;                    North         East     Units Scale Factor Converg.
 KD1053;SPC MO C     -   356,549.690   528,811.243   MT  0.99994355   +0 12 34.8
 KD1053;UTM  15      - 4,322,171.046   572,070.184   MT  0.99966396   +0 31 28.8
 KD1053
 KD1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1053!SPC MO C     -   0.99996059  x   0.99994355  =   0.99990414
 KD1053!UTM  15      -   0.99996059  x   0.99966396  =   0.99962456
 KD1053
 KD1053:                Primary Azimuth Mark                     Grid Az
 KD1053:SPC MO C     -  CENTRALIA PAN E PL CO RAD MAST           013 12 15.6
 KD1053:UTM  15      -  CENTRALIA PAN E PL CO RAD MAST           012 53 21.6
 KD1053
 KD1053|---------------------------------------------------------------------|
 KD1053| PID    Reference Object                     Distance      Geod. Az  |
 KD1053|                                                           dddmmss.s |
 KD1053| KD1054 CENTRALIA PAN E PL CO RAD MAST      APPROX.10.7 KM 0132450.4 |
 KD1053| CL8610 GRANDVIEW RM 1                       61.496 METERS 09758     |
 KD1053| CL8611 GRANDVIEW RM 2                       35.902 METERS 19030     |
 KD1053| JD2510 COLUMBIA UNIV MO MEMORIAL TWR       APPROX.17.7 KM 2305109.2 |
 KD1053| AI2468 COLUMBIA UNIV OF MO JESSE HALL DOME APPROX.17.9 KM 2313213.2 |
 KD1053| JD2499 COLUMBIA RADIO STA KFRU E MAST      APPROX.17.1 KM 2320111.7 |
 KD1053| JD2507 COLUMBIA RADIO STA KFRU W MAST      APPROX.17.1 KM 2321225.2 |
 KD1053| JD2504 COLUMBIA UNIV MO PWR PLANT STK      APPROX.18.1 KM 2322730.2 |
 KD1053| JD2506 COLUMBIA HAMILTON BRN SHOE STK      APPROX.16.4 KM 2351423.7 |
 KD1053| JD2502 COLUMBIA MUN PWR PLT TALL STK       APPROX.15.8 KM 2352611.0 |
 KD1053| JD2501 COLUMBIA MUN PWR PLT SHORT STK      APPROX.15.8 KM 2353057.8 |
 KD1053| JD2505 COLUMBIA MO HOG SERUM PLANT TK      APPROX.12.4 KM 2385355.2 |
 KD1053| CL8609 GRANDVIEW AZ MK                                    2421428.5 |
 KD1053| JD2500 KANSAS CITY ST LOUIS AWY BN 11      APPROX.18.8 KM 2424417.5 |
 KD1053| KD1062 HINTON                              APPROX.15.3 KM 2774626.4 |
 KD1053|---------------------------------------------------------------------|
 KD1053
 KD1053                          SUPERSEDED SURVEY CONTROL
 KD1053
 KD1053  NAD 83(1997)-  39 02 44.30444(N)    092 10 01.82457(W) AD(       ) 1
 KD1053  NAD 83(1986)-  39 02 44.30678(N)    092 10 01.82596(W) AD(       ) 1
 KD1053  NAD 27      -  39 02 44.15250(N)    092 10 01.17520(W) AD(       ) 1
 KD1053  NGVD 29 (10/04/91)  283.8    (m)          931.     (f) GPS OBS        
 KD1053
 KD1053.Superseded values are not recommended for survey control.
 KD1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1053.See file dsdata.txt to determine how the superseded data were derived.
 KD1053
 KD1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7207022171(NAD 83)
 KD1053_MARKER: DH = HORIZONTAL CONTROL DISK
 KD1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1053_SP_SET: CONCRETE POST
 KD1053_STAMPING: GRANDVIEW 1934
 KD1053_MARK LOGO: CGS   
 KD1053_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1053+STABILITY: SURFACE MOTION
 KD1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1053+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 KD1053
 KD1053  HISTORY     - Date     Condition        Report By
 KD1053  HISTORY     - 1934     MONUMENTED       CGS
 KD1053  HISTORY     - 1934     GOOD             CGS
 KD1053  HISTORY     - 1949     GOOD             CGS
 KD1053  HISTORY     - 1967     GOOD             CGS
 KD1053  HISTORY     - 19910620 GOOD             NGS
 KD1053  HISTORY     - 19920303 GOOD             MODNR
 KD1053
 KD1053                          STATION DESCRIPTION
 KD1053
 KD1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1053'STATION IS ABOUT 7-1/2 MILES W OF HATTON, 10-1/2 MILES NE
 KD1053'OF COLUMBIA, 11-1/2 MILES SSW OF CENTRALIA IN THE NW CORNER
 KD1053'OF THE GRANDVIEW BAPTIST CHURCH YARD.  THE MARK IS SET ABOUT 0.15
 KD1053'MILE N OF THE POINT WHERE THE ROAD MAKES A RIGHT ANGLE TURN
 KD1053'TO THE W, 144 FEET NW OF THE NW CORNER OF THE CHURCH, 40 FEET
 KD1053'E OF THE CENTER LINE OF THE ROAD, 46 FEET SSE OF THE NW
 KD1053'CORNER OF THE CHURCH YARD, ABOUT 0.1 MILE N OF THE CEMETERY AND
 KD1053'PROJECTS 2 INCHES.
 KD1053'
 KD1053'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KD1053'STANDARD BRONZE DISKS SET IN CONCRETE.
 KD1053'
 KD1053'REFERENCE MARK NO. 1 IS ESE OF THE STATION, ON THE E EDGE
 KD1053'OF THE YARD, 1 FOOT W OF THE FENCE LINE, 69 FEET S OF THE
 KD1053'NE CORNER OF THE YARD, 91 FEET NE OF THE NE CORNER OF THE
 KD1053'CHURCH AND PROJECTS 11 INCHES.
 KD1053'
 KD1053'REFERENCE MARK NO. 2 IS S OF THE STATION, 18 FEET E OF THE
 KD1053'CENTER LINE OF THE ROAD, 123 FEET W OF THE NW CORNER OF THE
 KD1053'CHURCH AND PROJECTS 3 INCHES.
 KD1053'
 KD1053'AZIMUTH MARK IS SW OF THE STATION ON THE S EDGE OF THE
 KD1053'RIGHT-OF-WAY OF E-W ROAD, 18 FEET S OF THE CENTER LINE OF THE ROAD,
 KD1053'32 FEET W OF THE CENTER OF A T-INTERSECTION AND PROJECTS 3
 KD1053'INCHES.
 KD1053'
 KD1053'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND 54 GO W ON
 KD1053'U.S. HIGHWAY 40 FOR 14.4 MILES TO A CROSS ROAD LEADING TO
 KD1053'THE VILLAGE OF SHAW.  TURN N AND GO STRAIGHT N FOR 1.3 MILES
 KD1053'TO A JOG TO THE E.  HERE GO E AND N FOR 0.5 MILE TO A T-
 KD1053'INTERSECTION.  GO E 0.3 MILE TO TURN N.  HERE GO N FOR 2.5 MILES
 KD1053'TO A T-INTERSECTION KEEPING ON THE MAIN-TRAVELED ROAD.  GO E
 KD1053'FOR 0.3 MILE TO TURN N.  GO N 0.25 MILE TO TURN E, GO E 0.3
 KD1053'MILE TO A T-INTERSECTION.  GO N 1.0 MILE TO A T-ROAD.  GO
 KD1053'E AND N FOR 2.1 MILES TO A T-ROAD.  GO E AND N FOR 0.4 MILE
 KD1053'TO THE GRANDVIEW CHURCH AND STATION.
 KD1053'
 KD1053'ALL LIGHTS CAME INTO VIEW AT 70 FEET.
 KD1053
 KD1053                          STATION RECOVERY (1934)
 KD1053
 KD1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KD1053'RECOVERED IN GOOD CONDITION.
 KD1053
 KD1053                          STATION RECOVERY (1949)
 KD1053
 KD1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1053'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1053'FOUND TO BE IN GOOD CONDITION.  THE 1934 DESCRIPTION BY C.A.S.
 KD1053'IS ADEQUATE, EXCEPT, THE DIRECTION TO THE AZIMUTH AND
 KD1053'REFERENCE MARK NO. 1 DID NOT CHECK WITH THE 1934.  THE DISTANCE
 KD1053'TO REFERENCE MARK NO. 2 DID NOT CHECK WITH THE 1934.
 KD1053'
 KD1053'A NEW TO REACH DESCRIPTION FOLLOWS.
 KD1053'TO REACH FROM THE JUNCTION OF US HIGHWAYS 63 AND 40 IN THE
 KD1053'NORTHEAST EDGE OF COLUMBIA, WHERE HIGHWAY 63 GOES SOUTH, GO EAST
 KD1053'ON HIGHWAY 40 FOR 5.9 MILES TO CROSSROADS, TURN LEFT (NORTH)
 KD1053'ON COUNTY ROUTE Z 6.8 MILES TO A STORE IN THE FORKS OF ROAD, KEEP
 KD1053'RIGHT FORK 0.1 MILE TO A T INTERSECTION (AZIMUTH MARK IS ON THE
 KD1053'LEFT, IN THE SOUTHWEST ANGLE OF INTERSECTION), TURN RIGHT (EAST)
 KD1053'0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT (NORTH) 0.1 MILE
 KD1053'TO THE GRANDVIEW CHURCH ON THE RIGHT AND THE STATION IN
 KD1053'THE NORTHWEST CORNER OF THE YARD.
 KD1053'
 KD1053'OBSERVATIONS TAKEN FROM A 90 FOOT TOWER.
 KD1053
 KD1053                          STATION RECOVERY (1967)
 KD1053
 KD1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1053'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KD1053'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 KD1053'NOT RECOVERED AND WAS ASSUMED THE MARK WAS DESTROYED BY ROAD
 KD1053'CONSTRUCTION.  NO OBJECTS VISIBLE AT THE STATION SITE SO A NEW
 KD1053'AZIMUTH MARK WAS NOT SET.
 KD1053'
 KD1053'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND COUNTY
 KD1053'ROAD Z WHICH IS ABOUT 6 MILES EAST OF COLUMBIA, GO NORTH ON COUNTY
 KD1053'ROAD Z FOR 6.55 MILE TO THE JUNCTION OF COUNTY ROAD ZZ.  CONTINUE
 KD1053'EAST AND NORTH ON COUNTY ROAD Z FOR 0.3 MILE TO THE GRANDVIEW
 KD1053'BAPTIST CHURCH AND THE STATION ON THE RIGHT NEAR THE NORTHWEST
 KD1053'CORNER OF THE CHURCHYARD.
 KD1053'
 KD1053'THE STATION MARK IS 48 FEET EAST OF THE CENTER OF COUNTY ROAD Z,
 KD1053'ALL OTHER TIES REMAIN AS DESCRIBED IN ORIGINAL DESCRIPTION.
 KD1053'
 KD1053'REFERENCE MARK NO. 1 RECOVERED AS PREVIOUSLY DESCRIBED.
 KD1053'
 KD1053'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE CENTER OF COUNTY
 KD1053'ROAD Z.
 KD1053'
 KD1053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10-1/2 MILES
 KD1053'NE OF COLUMBIA.
 KD1053
 KD1053                          STATION RECOVERY (1991)
 KD1053
 KD1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KD1053'STATION IS LOCATED ABOUT 16 KM (9.9 MI) NORTHEAST OF COLUMBIA, 10 KM
 KD1053'(6.2 MI) NORTH OF INTERSTATE HIGHWAY 70, IN A LAWN AT THE NORTHWEST
 KD1053'CORNER OF THE GRANDVIEW BAPTIST CHURCH. OWNERSHIP--GRANDVIEW BAPTIST
 KD1053'CHURCH, 8300 ROUTE Z, CENTRALIA, MO 65240. PHONE 314-693-3515.
 KD1053'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND COUNTY ROAD Z,
 KD1053'EXIT 133 ABOUT 10 KM (6.2 MI) EAST OF COLUMBIA, GO NORTH ON ROAD Z
 KD1053'FOR 10.78 KM (6.70 MI) TO COUNTY ROAD HH ON THE LEFT. CONTINUE AHEAD
 KD1053'ON ROAD Z FOR 0.61 KM (0.38 MI) TO THE CHURCH AND STATION ON THE
 KD1053'RIGHT.
 KD1053'STATION IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST FLUSH WITH
 KD1053'THE GROUND, LOCATED 14.4 M (47.2 FT) EAST OF AND 1 M (3.3 FT) HIGHER
 KD1053'THAN THE ROAD CENTER, 34.2 M (112.2 FT) SOUTH-SOUTHEAST OF TELEPHONE
 KD1053'PEDESTAL 200 75 LP7, 7.3 M (24.0 FT) NORTH OF NORTH ONE OF THREE
 KD1053'SMALL TREES, 36.7 M (120.4 FT) NORTH OF WEST LEG OF THREE-LEGGED PIPE
 KD1053'CHURCH SIGN, 43.9 M (144.0 FT) NORTHWEST OF NORTHWEST CORNER OF MAIN
 KD1053'CHURCH BUILDING, AND 45.6 M (149.6 FT) WEST-NORTHWEST OF NORTHWEST
 KD1053'CORNER OF CHURCH ADDITION.
 KD1053
 KD1053                          STATION RECOVERY (1992)
 KD1053
 KD1053'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 KD1053'DATE OF REPORT 11-30-1992
 KD1053'STATION  GRANDVIEW, 1934
 KD1053'STATION, AZIMUTH MARKS AND REFERENCE TIES
 KD1053'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) NORTHEAST OF COLUMBIA 5 MI
 KD1053'(8.0 KM) SOUTHEAST OF HALLSVILLE AND .5 MI (0.8 KM) EAST OF THE
 KD1053'COMMUNITY OF MURRY IN BOONE COUNTY MO AND ON THE EAST SIDE OF ROUTE
 KD1053'Z. IT IS A STANDARD USC AND GS TRIANGULATION DISK STAMPED--GRANDVIEW
 KD1053'1934 SET IN A 10 INCH ROUND CONCRETE MONUMENT FLUSH IN THE NW PART
 KD1053'OF THE LAWN AREA OF THE GRANDVIEW BAPTIST CHURCH.  IT IS 48 FT
 KD1053'(14.6 M) EAST OF THE CENTERLINE OF ROUTE Z, 144 FT (43.9 M)
 KD1053'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH AND 117.8 FT (35.9 M)
 KD1053'NORTHEAST OF R.M. NO. 2.
 KD1053'R.M. NO. 2 IS A STANDARD USC AND GS REF DISK STAMPED--GRANDVIEW NO.
 KD1053'2 1934 SET IN A 10 INCH ROUND CONCRETE MON FLUSH WITH THE GROUND. IT
 KD1053'IS 25 FT (7.6 M) EAST OF THE CENTERLINE OF ROUTE Z AND 123 FT
 KD1053'(37.5 M) WEST OF THE NORTHWEST CORNER OF THE CHURCH.
 KD1053'THE AZIMUTH MARK IS A STANDARD C AND GS AZIMUTH MARK DISK STAMPED--
 KD1053'GRANDVIEW 1934 SET IN A 10 IN RND CONCRETE MON PROJECTING 3 INCHES. IT
 KD1053'IS 67 FT (20.4 M) WEST OF THE CENTERLINE OF THE NORTH-SOUTH GRAVEL
 KD1053'ROAD AND 18 FT (5.5 M) SOUTH OF THE CENTERLINE OF THE ABANDONED
 KD1053'EAST-WEST GRAVEL ROAD.
 KD1053'STATION AND AZIMUTH MARK TO REACH
 KD1053'TO REACH THE STATION FROM I-70 EXIT 133 (ROUTE Z) ABOUT 2 MI (3.2 KM)
 KD1053'EAST OF THE EAST EDGE OF COLUMBIA MO, GO NORTH AND EAST ON ROUTE Z FOR
 KD1053'6.8 MI (10.9 KM) TO A Y-JUNCTION WITH ROUTE HH AND A GRAVEL ROAD
 KD1053'NORTH IN THE Y. CONTINUE EASTERLY AND NORTHERLY ON ROUTE Z FOR 0.4 MI
 KD1053'(0.6 KM) TO THE STATION SITE ON THE RIGHT (EAST) SIDE IN THE
 KD1053'NORTHWEST LAWN AREA IN FRONT OF THE CHURCH AS DESCRIBED.
 KD1053'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE JUNCTION OF
 KD1053'ROUTES Z AND H AND GO NORTH BETWEEN THEM ON GRAVEL ROAD FOR 0.1 MI
 KD1053'(0.2 KM) TO T-INTERSECTION WITH ABANDONED EAST-WEST COUNTY ROAD AND
 KD1053'AZIMUTH MARK ON THE LEFT (WEST) IN THE SOUTHWEST ANGLE OF THE
 KD1053'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1970 ***********************************************************************
 JE1970  DESIGNATION -  GRANDVIEW E TANK
 JE1970  PID         -  JE1970
 JE1970  STATE/COUNTY-  MO/JACKSON
 JE1970  USGS QUAD   -  BELTON (1991)
 JE1970
 JE1970                         *CURRENT SURVEY CONTROL
 JE1970  ___________________________________________________________________
 JE1970* NAD 83(1997)-  38 51 53.34339(N)    094 30 35.97330(W)     ADJUSTED  
 JE1970* NAVD 88     -                                                        
 JE1970  ___________________________________________________________________
 JE1970  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JE1970  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JE1970
 JE1970  HORZ ORDER  -  THIRD
 JE1970
 JE1970.The horizontal coordinates were established by classical geodetic methods
 JE1970.and adjusted by the National Geodetic Survey in February 2000..
 JE1970
 JE1970
 JE1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1970
 JE1970.The geoid height was determined by GEOID03.
 JE1970
 JE1970;                    North         East     Units Scale Factor Converg.
 JE1970;SPC MO W     -   299,443.158   849,132.785   MT  0.99994119   -0 00 22.6
 JE1970;UTM  15      - 4,302,858.771   368,995.399   MT  0.99981133   -0 56 51.5
 JE1970
 JE1970                          SUPERSEDED SURVEY CONTROL
 JE1970
 JE1970  NAD 83(1997)-  38 51 53.34344(N)    094 30 35.97332(W) AD(       ) 4
 JE1970  NAD 83(1986)-  38 51 53.34961(N)    094 30 35.97074(W) AD(       ) 4
 JE1970  NAD 27      -  38 51 53.32048(N)    094 30 35.13863(W) AD(       ) 3
 JE1970
 JE1970.Superseded values are not recommended for survey control.
 JE1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1970.See file dsdata.txt to determine how the superseded data were derived.
 JE1970
 JE1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6899502859(NAD 83)
 JE1970_MARKER: 53 = ELEVATED TANK
 JE1970
 JE1970  HISTORY     - Date     Condition        Report By
 JE1970  HISTORY     - 1972     FIRST OBSERVED   NGS
 JE1970  HISTORY     - 1982     GOOD             NGS
 JE1970  HISTORY     - 20041129 GOOD             GEOCAC
 JE1970  HISTORY     - 20060408 GOOD             GEOCAC
 JE1970
 JE1970                          STATION DESCRIPTION
 JE1970
 JE1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1970'THE STATION, GRANDVIEW EAST WATER TANK, IS THE CENTER OF THE TOP OF A
 JE1970'LARGE ELEVATED WATER TANK, PAINTED SILVER AND IS SUPPORTED BY 12
 JE1970'ROUND LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 160 FEET, A
 JE1970'CAPACITY OF 1,500,000 GALLONS AND IS LOCATED ON THE EAST SIDE OF
 JE1970'GRANDVIEW.
 JE1970'
 JE1970'TO REACH THE TANK FROM THE POST OFFICE IN GRANDVIEW GO EAST ON MAIN
 JE1970'STREET FOR 0.2 MILE TO THE EAST SERVICE ROAD FOR U.S. HIGHWAY 71,
 JE1970'TURN RIGHT AND GO SOUTH FOR 1.15 MILE TO A SIDE ROAD ON THE LEFT,
 JE1970'TURN LEFT AND GO EAST ON 139TH STREET FOR 0.95 MILE TO A
 JE1970'CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO THE STATION.
 JE1970
 JE1970                          STATION RECOVERY (1982)
 JE1970
 JE1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JE1970'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JE1970'
 JE1970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILE SOUTHEAST
 JE1970'OF GRANDVIEW.
 JE1970
 JE1970                          STATION RECOVERY (2004)
 JE1970
 JE1970'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 JE1970'RECOVERED IN GOOD CONDITION.
 JE1970
 JE1970                          STATION RECOVERY (2006)
 JE1970
 JE1970'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1944 ***********************************************************************
 JE1944  DESIGNATION -  GRANDVIEW MUNICIPAL TANK
 JE1944  PID         -  JE1944
 JE1944  STATE/COUNTY-  MO/JACKSON
 JE1944  USGS QUAD   -  GRANDVIEW (1991)
 JE1944
 JE1944                         *CURRENT SURVEY CONTROL
 JE1944  ___________________________________________________________________
 JE1944* NAD 83(1997)-  38 53 30.29417(N)    094 32 12.39426(W)     ADJUSTED  
 JE1944* NAVD 88     -                                                        
 JE1944  ___________________________________________________________________
 JE1944  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 JE1944  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE1944
 JE1944  HORZ ORDER  -  THIRD
 JE1944
 JE1944.The horizontal coordinates were established by classical geodetic methods
 JE1944.and adjusted by the National Geodetic Survey in February 2000..
 JE1944
 JE1944
 JE1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1944
 JE1944.The geoid height was determined by GEOID03.
 JE1944
 JE1944;                    North         East     Units Scale Factor Converg.
 JE1944;SPC MO W     -   302,433.248   846,809.550   MT  0.99994130   -0 01 23.1
 JE1944;UTM  15      - 4,305,886.254   366,721.905   MT  0.99981873   -0 57 54.0
 JE1944
 JE1944                          SUPERSEDED SURVEY CONTROL
 JE1944
 JE1944  NAD 83(1997)-  38 53 30.29424(N)    094 32 12.39424(W) AD(       ) 4
 JE1944  NAD 83(1986)-  38 53 30.30200(N)    094 32 12.39040(W) AD(       ) 4
 JE1944  NAD 27      -  38 53 30.27662(N)    094 32 11.55442(W) AD(       ) 3
 JE1944
 JE1944.Superseded values are not recommended for survey control.
 JE1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1944.See file dsdata.txt to determine how the superseded data were derived.
 JE1944
 JE1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6672205886(NAD 83)
 JE1944_MARKER: 53 = ELEVATED TANK
 JE1944
 JE1944  HISTORY     - Date     Condition        Report By
 JE1944  HISTORY     - 1967     FIRST OBSERVED   CGS
 JE1944  HISTORY     - 1982     GOOD             NGS
 JE1944  HISTORY     - 20050329 GOOD             GEOCAC
 JE1944  HISTORY     - 20060408 GOOD             GEOCAC
 JE1944
 JE1944                          STATION DESCRIPTION
 JE1944
 JE1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 JE1944'LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF LENA
 JE1944'AVENUE AND 7TH STREET WHICH IS ABOUT 0.2 MILE NORTHWEST OF THE
 JE1944'POST OFFICE IN GRANDVIEW.  IT IS A 6-LEGGED STEEL STRUCTURE WHICH
 JE1944'SUPPORTS AN OVAL SHAPED TANK, THE TANK IS PAINTED SILVER AND
 JE1944'HAS AN OVERALL HEIGHT OF 140 FEET.
 JE1944'
 JE1944'THE BALL ATOP THE TANK WAS THE POINT INTERSECTION.
 JE1944
 JE1944                          STATION RECOVERY (1982)
 JE1944
 JE1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JE1944'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JE1944
 JE1944                          STATION RECOVERY (2005)
 JE1944
 JE1944'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 JE1944'RECOVERED IN GOOD CONDITION.
 JE1944
 JE1944                          STATION RECOVERY (2006)
 JE1944
 JE1944'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1016 ***********************************************************************
 KD1016  DESIGNATION -  GRANDVILLE RESET
 KD1016  PID         -  KD1016
 KD1016  STATE/COUNTY-  MO/MONROE
 KD1016  USGS QUAD   -  GRANVILLE (1960)
 KD1016
 KD1016                         *CURRENT SURVEY CONTROL
 KD1016  ___________________________________________________________________
 KD1016* NAD 83(1997)-  39 35 47.90590(N)    092 05 56.05225(W)     ADJUSTED  
 KD1016* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 KD1016  ___________________________________________________________________
 KD1016  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KD1016  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KD1016
 KD1016  HORZ ORDER  -  THIRD
 KD1016
 KD1016.The horizontal coordinates were established by classical geodetic methods
 KD1016.and adjusted by the National Geodetic Survey in February 2000..
 KD1016
 KD1016.The orthometric height was scaled from a topographic map.
 KD1016
 KD1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1016
 KD1016.The geoid height was determined by GEOID03.
 KD1016
 KD1016;                    North         East     Units Scale Factor Converg.
 KD1016;SPC MO C     -   417,742.971   534,449.620   MT  0.99994794   +0 15 20.4
 KD1016;UTM  15      - 4,383,377.618   577,368.600   MT  0.99967370   +0 34 27.7
 KD1016
 KD1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1016!SPC MO C     -   0.99996804  x   0.99994794  =   0.99991598
 KD1016!UTM  15      -   0.99996804  x   0.99967370  =   0.99964175
 KD1016
 KD1016|---------------------------------------------------------------------|
 KD1016| PID    Reference Object                     Distance      Geod. Az  |
 KD1016|                                                           dddmmss.s |
 KD1016| CL8613 GRANDVILLE RM 1                      30.995 METERS 02110     |
 KD1016| CL8614 GRANDVILLE RM 2                      32.498 METERS 07458     |
 KD1016| CL8612 GRANDVILLE AZ MK                                   0912806.9 |
 KD1016| KD1049 HOLLIDAY RESET                      APPROX.13.2 KM 2011418.1 |
 KD1016|---------------------------------------------------------------------|
 KD1016
 KD1016                          SUPERSEDED SURVEY CONTROL
 KD1016
 KD1016  NAD 83(1997)-  39 35 47.91126(N)    092 05 56.05991(W) AD(       ) 3
 KD1016  NAD 83(1997)-  39 35 47.91193(N)    092 05 56.06144(W) AD(       ) 3
 KD1016  NAD 83(1986)-  39 35 47.91286(N)    092 05 56.06106(W) AD(       ) 3
 KD1016  NAD 27      -  39 35 47.77880(N)    092 05 55.43460(W) AD(       ) 3
 KD1016
 KD1016.Superseded values are not recommended for survey control.
 KD1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1016.See file dsdata.txt to determine how the superseded data were derived.
 KD1016
 KD1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7736983378(NAD 83)
 KD1016_MARKER: DS = TRIANGULATION STATION DISK
 KD1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1016
 KD1016  HISTORY     - Date     Condition        Report By
 KD1016  HISTORY     - 1948     MONUMENTED       CGS
 KD1016  HISTORY     - 1966     MARK NOT FOUND   CGS
 KD1016
 KD1016                          STATION DESCRIPTION
 KD1016
 KD1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1016'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF GRANVILLE ON
 KD1016'RIGHT OF WAY OF DIRT ROAD.  STATION IS 28 FEET SOUTHWEST OF
 KD1016'THE APPROXIMATE CENTERLINE OF ROAD AT POINT WHERE ROAD CURVES
 KD1016'NORTH AND 12 FEET NORTHEAST OF T FENCECORNER.  THE MARK
 KD1016'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED GRANDVILLE 1948.
 KD1016'
 KD1016'REFERENCE MARK NO. 1 IS 101.69 FEET NORTH NORTHEAST OF STATION,
 KD1016'27 FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 1.5
 KD1016'FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND
 KD1016'THE DISK IS STAMPED GRANDVILLE NO 1 1948.
 KD1016'
 KD1016'REFERENCE MARK NO. 2 IS 106.62 FEET EAST NORTHEAST OF STATION,
 KD1016'25 FEET NORTH OF THE APPROXIMATE CENTERLINE OF ROAD AND 1.5
 KD1016'FEET SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND
 KD1016'THE DISK IS STAMPED GRANDVILLE NO 2 1948.
 KD1016'
 KD1016'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST OF STATION, 18
 KD1016'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF ROAD, 3 FEET
 KD1016'WEST OF WITNESS POST AND 1.5 FEET NORTH OF FENCE.  THE MARK
 KD1016'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED GRANDVILLE 1948.
 KD1016'
 KD1016'TO REACH STATION FROM GRANVILLE AT POINT WHERE COUNTY ROUTE J
 KD1016'MAKES SHARP TURN NORTH, GO NORTH ON COUNTY ROUTE J FOR 0.75
 KD1016'MILE TO WHERE COUNTY ROUTE J TURNS WEST AND A GRAVEL ROAD
 KD1016'LEADS STRAIGHT AHEAD.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.8
 KD1016'MILE TO T ROAD.  TURN RIGHT AND GO EAST FOR 0.25 MILE TO T
 KD1016'ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.75 MILE TO T ROAD
 KD1016'LEFT.  TURN LEFT AND GO WEST FOR 0.15 TO AZIMUTH MARK ON LEFT
 KD1016'OR SOUTH SIDE OF ROAD AS DESCRIBED.  CONTINUE WEST FOR 0.25
 KD1016'MILE TO POINT WHERE ROAD TURNS NORTH AND TO STATION ON LEFT
 KD1016'AS DESCRIBED.
 KD1016'
 KD1016'AN 87 FOOT SIGNAL AT STATION HOLLIDAY 1934 IS VISIBLE AT 37
 KD1016'FEET.
 KD1016'
 KD1016'A 100 FOOT SIGNAL AT STATION WOOD 1934 IS VISIBLE AT 37 FEET.
 KD1016'
 KD1016'AN 87 FOOT SIGNAL AT STATION HOLLIDAY 1934 IS VISIBLE AT 37 FEET.
 KD1016'
 KD1016'A 100 FOOT SIGNAL AT STATION WOOD 1934 IS VISIBLE AT 37 FEET.
 KD1016'
 KD1016'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1016
 KD1016                          STATION RECOVERY (1966)
 KD1016
 KD1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1016'THE STATION SURFACE MARK, REFERENCE MARK NO. 1, REFERENCE MARK
 KD1016'NO. 2, AND THE AZIMUTH MARK WERE FOUND DESTROYED.  THE STATION
 KD1016'UNDERGROUND MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KD1016'
 KD1016'A NEW SURFACE MARK WAS SET, REFERENCE MARK NO. 3, AND
 KD1016'REFERENCE MARK NO. 4 WERE SET.  NO OBJECTS VISIBLE SO A NEW
 KD1016'AZIMUTH MARK COULD NOT BE SET.
 KD1016'
 KD1016'FOLLOWING IS A NEW DESCRIPTION.
 KD1016'
 KD1016'TO REACH THE STATION FROM A POINT WHERE COUNTY ROAD J TURNS NORTH IN
 KD1016'THE VILLAGE OF GRANVILLE, GO NORTH ON COUNTY ROAD J FOR 0.8 MILE TO
 KD1016'WHERE COUNTY ROAD J TURNS LEFT.  CONTINUE STRAIGHT AHEAD NORTH ON A
 KD1016'GRAVELED ROAD FOR 0.8 MILE TO A T-INTERSECTION.  TURN RIGHT
 KD1016'AND GO EAST ON A GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD
 KD1016'ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.75
 KD1016'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A
 KD1016'GRAVELED ROAD FOR 0.4 MILE TO A CURVE IN THE ROAD AND THE
 KD1016'STATION ON THE LEFT.
 KD1016'
 KD1016'STATION SURFACE MARK, A STANDARD DISK STAMPED GRANDVILLE
 KD1016'1948 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KD1016'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 51 FEET
 KD1016'SOUTHWEST OF THE CENTER OF THE CURVE IN THE ROAD, 19 FEET
 KD1016'NORTHEAST OF A CORNER FENCE POST, 18 FEET NORTH-NORTHWEST OF EAST
 KD1016'GATE POST FOR A GATE, 16.5 FEET EAST OF A FENCE, AND 16 FEET
 KD1016'EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 KD1016'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE
 KD1016'OF THE GROUND AND THE DISK IS STAMPED GRANDVILLE 1948.
 KD1016'
 KD1016'REFERENCE MARK NO 3, A STANDARD DISK STAMPED GRANDVILLE 1948
 KD1016'NO. 3 1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KD1016'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 63 FEET EAST OF
 KD1016'THE CENTER OF THE GRAVELED ROAD AND 22 FEET NORTH OF THE
 KD1016'CENTER OF THE GRAVELED ROAD.
 KD1016'
 KD1016'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GRANDVILLE 1948
 KD1016'NO. 4 1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 KD1016'WHICH PROJECTS 3 INCHES.  IT IS 55 FEET NORTH OF THE CORNER
 KD1016'FENCE POST, 22.5 FEET WEST OF A EXTENDED CENTER OF THE
 KD1016'ROAD LEADING NORTH, AND 1 FOOT EAST OF THE FENCE.
 KD1016'
 KD1016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES NORTH
 KD1016'OF GRANVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1410 ***********************************************************************
 KE1410  DESIGNATION -  GRANITE
 KE1410  PID         -  KE1410
 KE1410  STATE/COUNTY-  MO/CLAY
 KE1410  USGS QUAD   -  LIBERTY (1990)
 KE1410
 KE1410                         *CURRENT SURVEY CONTROL
 KE1410  ___________________________________________________________________
 KE1410* NAD 83(1997)-  39 09 32.31635(N)    094 28 29.43432(W)     ADJUSTED  
 KE1410* NAVD 88     -       262.     (meters)     860.     (feet)  VERTCON   
 KE1410  ___________________________________________________________________
 KE1410  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 KE1410  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KE1410
 KE1410  HORZ ORDER  -  SECOND
 KE1410
 KE1410.The horizontal coordinates were established by classical geodetic methods
 KE1410.and adjusted by the National Geodetic Survey in February 2000..
 KE1410
 KE1410.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1410
 KE1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1410
 KE1410.The geoid height was determined by GEOID03.
 KE1410
 KE1410;                    North         East     Units Scale Factor Converg.
 KE1410;SPC MO W     -   332,097.778   852,174.259   MT  0.99994123   +0 00 57.2
 KE1410;UTM  15      - 4,335,454.408   372,574.165   MT  0.99979993   -0 55 53.2
 KE1410
 KE1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1410!SPC MO W     -   0.99996399  x   0.99994123  =   0.99990522
 KE1410!UTM  15      -   0.99996399  x   0.99979993  =   0.99976393
 KE1410
 KE1410:                Primary Azimuth Mark                     Grid Az
 KE1410:SPC MO W     -  INDEPENDENCE N MUN TANK                  141 44 03.2
 KE1410:UTM  15      -  INDEPENDENCE N MUN TANK                  142 40 53.6
 KE1410
 KE1410|---------------------------------------------------------------------|
 KE1410| PID    Reference Object                     Distance      Geod. Az  |
 KE1410|                                                           dddmmss.s |
 KE1410| CL7153 INDEPENDENCE N MUN TANK                            1414500.4 |
 KE1410| CL6404 DOME WHITE WATER TK CHEMAGRO                       1801001.0 |
 KE1410|---------------------------------------------------------------------|
 KE1410
 KE1410                          SUPERSEDED SURVEY CONTROL
 KE1410
 KE1410  NAD 83(1997)-  39 09 32.31637(N)    094 28 29.43435(W) AD(       ) 2
 KE1410  NAD 83(1986)-  39 09 32.32536(N)    094 28 29.42958(W) AD(       ) 2
 KE1410  NAD 27      -  39 09 32.31711(N)    094 28 28.59859(W) AD(       ) 2
 KE1410  NGVD 29 (07/19/86)  262.     (m)          860.     (f) VERT ANG       
 KE1410
 KE1410.Superseded values are not recommended for survey control.
 KE1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1410.See file dsdata.txt to determine how the superseded data were derived.
 KE1410
 KE1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7257435454(NAD 83)
 KE1410_MARKER: DD = SURVEY DISK
 KE1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1410_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1410
 KE1410  HISTORY     - Date     Condition        Report By
 KE1410  HISTORY     - 1974     MONUMENTED       USE
 KE1410
 KE1410                          STATION DESCRIPTION
 KE1410
 KE1410'DESCRIBED BY US ENGINEERS 1974
 KE1410'CLAY CO., MO., T-50-N, R-32-W.  NEAR THE S.1/16 COR. BETWEEN
 KE1410'SECS.  10 AND 11.  ABOUT 2500 FT N. AND 100 FT E. OF
 KE1410'SW. COR. SEC. 11.  STATION LOCATED ON SHELF OF RIDGE ABOVE
 KE1410'QUARRY.  A C OF E DISC STAMPED GRANITE-1974, SET IN TOP OF ROUND
 KE1410'CONCRETE POST FLUSH WITH GROUND.
 KE1410'
 KE1410'TO REACH--FROM INTERSECTION OF STATE HWY. 210 AND RANDOLPH
 KE1410'ST., GO .2 MILE TO 4TH ST. THENCE EAST .1 MILE TO ENTRANCE OF
 KE1410'MID-WEST PRE-COTE QUARRY.  PROCEED THRU QUARRY ON MAIN RD. FOR
 KE1410'1.25 MILES.  TURN RIGHT ON SMALL GRAVEL RD. GO .2 MILE, TURN
 KE1410'LEFT, GO .3 MILE AND STATION LOCATION.
 KE1410'
 KE1410'REFERENCES--1.66 FT N. TO STEEL POST AND SIGN.
 KE1410'
 KE1410'1.68 FT S. TO STEEL POST AND SIGN.
 KE1410'
 KE1410'10.81 FT NNE. TO SHINER IN 36 IN OAK.
 KE1410'
 KE1410'81.71 FT E. TO SHINER IN 24 IN OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0653 ***********************************************************************
 JC0653  DESIGNATION -  GRANITE MARKER
 JC0653  PID         -  JC0653
 JC0653  STATE/COUNTY-  MO/GASCONADE
 JC0653  USGS QUAD   -  HERMANN (1985)
 JC0653
 JC0653                         *CURRENT SURVEY CONTROL
 JC0653  ___________________________________________________________________
 JC0653* NAD 83(1986)-  38 40 46.     (N)    091 26 11.     (W)     SCALED    
 JC0653* NAVD 88     -       257.829  (meters)     845.89   (feet)  ADJUSTED  
 JC0653  ___________________________________________________________________
 JC0653  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JC0653  DYNAMIC HT  -         257.659 (meters)     845.34  (feet)  COMP
 JC0653  MODELED GRAV-     979,961.8   (mgal)                       NAVD 88
 JC0653
 JC0653  VERT ORDER  -  SECOND    CLASS 0
 JC0653
 JC0653.The horizontal coordinates were scaled from a topographic map and have
 JC0653.an estimated accuracy of +/- 6 seconds.
 JC0653
 JC0653.The orthometric height was determined by differential leveling
 JC0653.and adjusted by the National Geodetic Survey in June 1991..
 JC0653
 JC0653.The geoid height was determined by GEOID03.
 JC0653
 JC0653.The dynamic height is computed by dividing the NAVD 88
 JC0653.geopotential number by the normal gravity value computed on the
 JC0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0653.degrees latitude (g = 980.6199 gals.).
 JC0653
 JC0653.The modeled gravity was interpolated from observed gravity values.
 JC0653
 JC0653;                    North         East    Units  Estimated Accuracy
 JC0653;SPC MO E     -   316,260.      168,520.      MT  (+/- 180 meters Scaled)
 JC0653
 JC0653                          SUPERSEDED SURVEY CONTROL
 JC0653
 JC0653  NGVD 29 (??/??/92)  257.842  (m)          845.94   (f) ADJ UNCH    2 0
 JC0653
 JC0653.Superseded values are not recommended for survey control.
 JC0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0653.See file dsdata.txt to determine how the superseded data were derived.
 JC0653
 JC0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC360823(NAD 83)
 JC0653_MARKER: O = CHISELED CIRCLE
 JC0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0653_SP_SET: GRANITE MARKER
 JC0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0653
 JC0653  HISTORY     - Date     Condition        Report By
 JC0653  HISTORY     - UNK      MONUMENTED       MOHC
 JC0653  HISTORY     - 1938     GOOD             NGS
 JC0653
 JC0653                          STATION DESCRIPTION
 JC0653
 JC0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0653'1.9 MI S FROM HERMANN.
 JC0653'1.9 MILES SOUTH ALONG STATE HIGHWAY 19 FROM HERMANN, GASCONADE
 JC0653'COUNTY, AT THE CAR STOP AT FRENE VALLEY PARKWAY OVERLOOKING
 JC0653'FRENE VALLEY, 20 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JC0653'35 FEET EAST OF A WOODEN GUARD RAIL, 1 FOOT WEST OF A STONE
 JC0653'WALL, AND ON A 1-FOOT SQUARE POLISHED GRANITE MARKER.  THE
 JC0653'CENTER OF THE CHISELED O IN THE INSCRIPTION 848 FEET ABOVE
 JC0653'SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1264 ***********************************************************************
 LF1264  DESIGNATION -  GRANT CITY MUNICIPAL TANK
 LF1264  PID         -  LF1264
 LF1264  STATE/COUNTY-  MO/WORTH
 LF1264  USGS QUAD   -  GRANT CITY (1984)
 LF1264
 LF1264                         *CURRENT SURVEY CONTROL
 LF1264  ___________________________________________________________________
 LF1264* NAD 83(1997)-  40 29 10.34031(N)    094 24 53.45511(W)     ADJUSTED  
 LF1264* NAVD 88     -                                                        
 LF1264  ___________________________________________________________________
 LF1264  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 LF1264  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LF1264
 LF1264  HORZ ORDER  -  THIRD
 LF1264
 LF1264.The horizontal coordinates were established by classical geodetic methods
 LF1264.and adjusted by the National Geodetic Survey in February 2000..
 LF1264
 LF1264
 LF1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1264
 LF1264.The geoid height was determined by GEOID03.
 LF1264
 LF1264;                    North         East     Units Scale Factor Converg.
 LF1264;SPC MO W     -   479,456.152   857,219.144   MT  0.99994182   +0 03 19.0
 LF1264;SPC IA S     -    54,400.695   422,433.890   MT  1.00002558   -0 36 09.4
 LF1264;UTM  15      - 4,482,684.931   380,087.927   MT  0.99977699   -0 55 07.4
 LF1264
 LF1264                          SUPERSEDED SURVEY CONTROL
 LF1264
 LF1264  NAD 83(1997)-  40 29 10.34023(N)    094 24 53.45500(W) AD(       ) 4
 LF1264  NAD 83(1997)-  40 29 10.34767(N)    094 24 53.46505(W) AD(       ) 4
 LF1264  NAD 83(1986)-  40 29 10.34821(N)    094 24 53.46632(W) AD(       ) 4
 LF1264  NAD 27      -  40 29 10.39000(N)    094 24 52.63000(W) AD(       ) 3
 LF1264
 LF1264.Superseded values are not recommended for survey control.
 LF1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1264.See file dsdata.txt to determine how the superseded data were derived.
 LF1264
 LF1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE8008882685(NAD 83)
 LF1264_MARKER: 53 = ELEVATED TANK
 LF1264
 LF1264  HISTORY     - Date     Condition        Report By
 LF1264  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1264
 LF1264                          STATION DESCRIPTION
 LF1264
 LF1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1264'THIS INTERSECTION STATION IS THE MUNICIPAL TANK IN THE TOWN OF
 LF1264'GRANT CITY, MISSOURI.  IT IS LOCATED IN THE CENTRAL PART OF THE
 LF1264'TOWN, IN THE NE CORNER OF THE COURTHOUSE SQUARE, ABOUT 60 FEET
 LF1264'NE OF THE NE CORNER OF WORTH COUNTY COURTHOUSE, ABOUT 60 FEET W OF
 LF1264'THE CENTER LINE OF MAIN STREET, AND ABOUT 60 FEET S OF THE CENTER
 LF1264'LINE OF THIRD STREET, IN THE NW 1/4 SECTION 33, T 66 N, R 31 W.
 LF1264'IT WAS ERECTED IN 1896.  IT IS FAIRLY PROMINENT.
 LF1264'
 LF1264'THE TANK HAS FOUR BLACK TRUSS-WORK LEGS ABOUT 60 FEET HIGH.  AT THE
 LF1264'TOP OF THE LEGS THERE IS A WOODEN OCTAGONAL PLATFORM WITH AN IRON
 LF1264'RAILING, ON WHICH THE BOWL OF THE TANK RESTS.  THE BOWL IS A
 LF1264'WOODEN, HOOPED, CYLINDRICAL STRUCTURE ABOUT 30 FEET HIGH.  THE ROOF
 LF1264'OF THE TANK IS FLAT.  A BRICK FEED-PIPE JACKET EXTENDS FROM THE
 LF1264'BOTTOM OF THE TANK TO THE GROUND.  THE TOTAL HEIGHT IS ABOUT 90
 LF1264'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0948 ***********************************************************************
 HC0948  DESIGNATION -  GRASSY
 HC0948  PID         -  HC0948
 HC0948  STATE/COUNTY-  MO/BOLLINGER
 HC0948  USGS QUAD   -  GLENALLEN (1980)
 HC0948
 HC0948                         *CURRENT SURVEY CONTROL
 HC0948  ___________________________________________________________________
 HC0948* NAD 83(1997)-  37 16 56.11000(N)    090 03 55.31435(W)     ADJUSTED  
 HC0948* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 HC0948  ___________________________________________________________________
 HC0948  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 HC0948  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HC0948
 HC0948  HORZ ORDER  -  THIRD
 HC0948
 HC0948.The horizontal coordinates were established by classical geodetic methods
 HC0948.and adjusted by the National Geodetic Survey in February 2000..
 HC0948
 HC0948.The orthometric height was scaled from a topographic map.
 HC0948
 HC0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0948
 HC0948.The geoid height was determined by GEOID03.
 HC0948
 HC0948;                    North         East     Units Scale Factor Converg.
 HC0948;SPC MO E     -   160,863.541   288,541.638   MT  0.99995163   +0 15 47.8
 HC0948;UTM  15      - 4,130,222.378   760,174.498   MT  1.00043392   +1 46 43.1
 HC0948;UTM  16      - 4,130,590.407   228,232.516   MT  1.00050990   -1 51 28.6
 HC0948
 HC0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0948!SPC MO E     -   0.99996762  x   0.99995163  =   0.99991925
 HC0948!UTM  15      -   0.99996762  x   1.00043392  =   1.00040153
 HC0948!UTM  16      -   0.99996762  x   1.00050990  =   1.00047751
 HC0948
 HC0948:                Primary Azimuth Mark                     Grid Az
 HC0948:SPC MO E     -  GRASSY RM 3                              120 33 11.9
 HC0948:UTM  15      -  GRASSY RM 3                              119 02 16.6
 HC0948:UTM  16      -  GRASSY RM 3                              122 40 28.3
 HC0948
 HC0948|---------------------------------------------------------------------|
 HC0948| PID    Reference Object                     Distance      Geod. Az  |
 HC0948|                                                           dddmmss.s |
 HC0948| CI3727 GRASSY RM 3                                        1204859.7 |
 HC0948| CI3726 GRASSY RM 1                          26.590 METERS 25729     |
 HC0948| HC0951 MATTHEWS                            APPROX. 5.4 KM 2703631.4 |
 HC0948| HC0949 GRASSY LOOKOUT TOWER                 39.209 METERS 34834     |
 HC0948| HC0950 ET NAW 6                             39.128 METERS 34835     |
 HC0948|---------------------------------------------------------------------|
 HC0948
 HC0948                          SUPERSEDED SURVEY CONTROL
 HC0948
 HC0948  NAD 83(1997)-  37 16 56.11473(N)    090 03 55.31419(W) AD(       ) 3
 HC0948  NAD 83(1986)-  37 16 56.12253(N)    090 03 55.31378(W) AD(       ) 3
 HC0948  NAD 27      -  37 16 55.93140(N)    090 03 54.93920(W) AD(       ) 3
 HC0948
 HC0948.Superseded values are not recommended for survey control.
 HC0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0948.See file dsdata.txt to determine how the superseded data were derived.
 HC0948
 HC0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB6017430222(NAD 83)
 HC0948_MARKER: DS = TRIANGULATION STATION DISK
 HC0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0948+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 HC0948
 HC0948  HISTORY     - Date     Condition        Report By
 HC0948  HISTORY     - 1963     MONUMENTED       CGS
 HC0948  HISTORY     - 20020907 GOOD             USACE
 HC0948  HISTORY     - 20060821 GOOD             MODNR
 HC0948
 HC0948                          STATION DESCRIPTION
 HC0948
 HC0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0948'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF MARQUAND,
 HC0948'3 MILES SOUTHWEST OF GLENALLEN, IN THE SOUTHWEST 1/4 OF SEC. 9, T
 HC0948'30 N, R 9 E, AT THE GRASSY LOOKOUT TOWER AND ON PROPERTY
 HC0948'OF THE STATE.  IT IS 98 FEET SOUTHWEST OF A FLAGPOLE, 116
 HC0948'FEET SOUTH OF THE SOUTHWEST LEG OF A LOOKOUT TOWER, 89 FEET
 HC0948'SOUTHEAST OF A WITNESS POST, 28 FEET NORTH OF THE CENTERLINE
 HC0948'OF A GRAVELED ROAD AND 13 FEET WEST OF THE WEST EDGE OF A
 HC0948'PARKING AREA.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 HC0948'IS STAMPED GRASSY 1963.
 HC0948'
 HC0948'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 34 AND COUNTY
 HC0948'ROAD ZZ, ABOUT 0.2 MILE SOUTH OF THE BUSINESS DISTRICT
 HC0948'OF GLENALLEN, GO WEST ON HIGHWAY 34 FOR 4.2 MILES TO A SIDE
 HC0948'ROAD LEFT AND A SIGN GRASSY LOOKOUT TOWER 1-1/2 MILES.  TURN
 HC0948'LEFT AND GO SOUTHEAST ON A GRAVELED ROAD FOR 1.5 MILES TO
 HC0948'THE STATION AND THE LOOKOUT TOWER ON THE LEFT.
 HC0948'
 HC0948'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON THE
 HC0948'GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 HC0948'
 HC0948'REFERENCE MARK 1 IS 19 FEET SOUTH OF THE CENTERLINE OF THE
 HC0948'GRAVELED ROAD, 4 FEET NORTHEAST OF A 6 INCH OAK TREE AND
 HC0948'1 FOOT NORTH OF THE WITNESS POST.  THE MONUMENT PROJECTS
 HC0948'2 INCHES AND THE DISK IS STAMPED GRASSY NO 1 1963.
 HC0948'
 HC0948'ET NAW 6 1962 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 HC0948'MARK SET IN A 6 X 6 INCH CONCRETE POST, SET NEAR THE
 HC0948'APPROXIMATE CENTER OF THE LOOKOUT TOWER.  THE MONUMENT IS
 HC0948'FLUSH AND THE DISK IS STAMPED ET NAW 6 1962.
 HC0948'
 HC0948'REFERENCE MARK 3 IS 21 FEET SOUTH OF THE CENTERLINE OF THE
 HC0948'GRAVELED ROAD, 11 FEET WEST OF A 15 INCH OAK TREE AND 1 FOOT
 HC0948'NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 HC0948'AND THE DISK IS STAMPED GRASSY NO 3 1963.
 HC0948'
 HC0948'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC0948
 HC0948                          STATION RECOVERY (2002)
 HC0948
 HC0948'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0948'RECOVERED IN GOOD CONDITION.
 HC0948
 HC0948                          STATION RECOVERY (2006)
 HC0948
 HC0948'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HC0948'NEW DESCRIPTION AND TO REACH= THE STATION IS LOCATED ABOUT 3.0 MILES
 HC0948'SOUTHWEST OF GLENALLEN, MO AND 3.5 MILES NORTHEAST OF GRASSY, MO. AT
 HC0948'THE OLD GRASSY LOOKOUT TOWER SITE. IT IS 28.5 FEET NORTH-NORTHEAST OF
 HC0948'THE CENTER OF COUNTY ROAD 508, 128.5 FEET SOUTH-SOUTHEAST OF USGS
 HC0948'BENCHMARK NAW 6, 116 FEET SOUTH OF THE SW CONCRETE BASE OF TOWER LEG
 HC0948'AND 6.0 FEET WEST OF A CARSONITE WITNESS POST.
 HC0948' 
 HC0948'TO REACH THE STATION FROM THE T-JUNCTION OF MISSOURI HIGHWAY 34 AND
 HC0948'MISSOURI ROUTE DD, GO EASTERLY ON HIGHWAY 34 FOR 1.25 MILES TO THE
 HC0948'T-JUNCTION WITH COUNTY ROAD 508. TURN RIGHT ON ROAD 508 AND GO
 HC0948'SOUTHEASTERLY FOR 1.5 MILE TO THE OLD GRASSY LOOKOUT TOWER SITE AND
 HC0948'THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0949 ***********************************************************************
 HC0949  DESIGNATION -  GRASSY LOOKOUT TOWER
 HC0949  PID         -  HC0949
 HC0949  STATE/COUNTY-  MO/BOLLINGER
 HC0949  USGS QUAD   -  GLENALLEN (1980)
 HC0949
 HC0949                         *CURRENT SURVEY CONTROL
 HC0949  ___________________________________________________________________
 HC0949* NAD 83(1997)-  37 16 57.35661(N)    090 03 55.62982(W)     ADJUSTED  
 HC0949* NAVD 88     -                                                        
 HC0949  ___________________________________________________________________
 HC0949  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 HC0949  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HC0949
 HC0949  HORZ ORDER  -  THIRD
 HC0949
 HC0949.The horizontal coordinates were established by classical geodetic methods
 HC0949.and adjusted by the National Geodetic Survey in February 2000..
 HC0949
 HC0949
 HC0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0949
 HC0949.The geoid height was determined by GEOID03.
 HC0949
 HC0949;                    North         East     Units Scale Factor Converg.
 HC0949;SPC MO E     -   160,901.934   288,533.691   MT  0.99995162   +0 15 47.6
 HC0949;UTM  15      - 4,130,260.566   760,165.534   MT  1.00043386   +1 46 42.9
 HC0949;UTM  16      - 4,130,629.090   228,225.991   MT  1.00050995   -1 51 28.9
 HC0949
 HC0949                          SUPERSEDED SURVEY CONTROL
 HC0949
 HC0949  NAD 83(1997)-  37 16 57.36134(N)    090 03 55.62965(W) AD(       ) 4
 HC0949  NAD 83(1986)-  37 16 57.36914(N)    090 03 55.62924(W) AD(       ) 4
 HC0949  NAD 27      -  37 16 57.17800(N)    090 03 55.25500(W) AD(       ) 3
 HC0949
 HC0949.Superseded values are not recommended for survey control.
 HC0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0949.See file dsdata.txt to determine how the superseded data were derived.
 HC0949
 HC0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB6016630261(NAD 83)
 HC0949_MARKER: 57 = LOOKOUT TOWER
 HC0949
 HC0949  HISTORY     - Date     Condition        Report By
 HC0949  HISTORY     - 1963     FIRST OBSERVED   CGS
 HC0949
 HC0949                          STATION DESCRIPTION
 HC0949
 HC0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0949'THE STATION IS THE CENTER OF THE BASE OF THE TOWER LOCATED
 HC0949'ABOUT 12 MILES SOUTHEAST OF MARQUAND, 3 MILES SOUTHWEST OF
 HC0949'GLENALLEN, IN THE SOUTHWEST 1/4 OF SEC. 9, T-30-N, R-9-E, ON
 HC0949'PROPERTY OF THE STATE.  IT IS A SELF SUPPORTED STEEL STRUCTURE
 HC0949'WITH AN OBSERVATION CABIN AT THE TOP.  ITS OVERALL HEIGHT
 HC0949'IS ABOUT 120 FEET.
 HC0949'
 HC0949'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 34 AND COUNTY
 HC0949'ROAD ZZ, ABOUT 0.2 MILE SOUTH OF THE BUSINESS DISTRICT OF
 HC0949'GLENALLEN, GO WEST ON HIGHWAY 34 FOR 4.2 MILES TO A SIDE
 HC0949'ROAD LEFT AND A SIGN GRASSY LOOKOUT TOWER 1-1/2 MILES.  TURN
 HC0949'LEFT AND GO SOUTHEAST ON A GRAVELED ROAD FOR 1.5 MILES TO
 HC0949'THE TOWER ON THE LEFT.
 HC0949'
 HC0949'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HC0949'GRASSY THE DISTANCE BEING 128.64 FEET AND 39.209 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2588 ***********************************************************************
 JD2588  DESIGNATION -  GRAVOIS
 JD2588  PID         -  JD2588
 JD2588  STATE/COUNTY-  MO/MORGAN
 JD2588  USGS QUAD   -  GRAVOIS MILLS (1983)
 JD2588
 JD2588                         *CURRENT SURVEY CONTROL
 JD2588  ___________________________________________________________________
 JD2588* NAD 83(1997)-  38 15 53.23973(N)    092 49 38.08606(W)     ADJUSTED  
 JD2588* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 JD2588  ___________________________________________________________________
 JD2588  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 JD2588  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JD2588
 JD2588  HORZ ORDER  -  THIRD
 JD2588
 JD2588.The horizontal coordinates were established by classical geodetic methods
 JD2588.and adjusted by the National Geodetic Survey in February 2000..
 JD2588
 JD2588.The orthometric height was scaled from a topographic map.
 JD2588
 JD2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2588
 JD2588.The geoid height was determined by GEOID03.
 JD2588
 JD2588;                    North         East     Units Scale Factor Converg.
 JD2588;SPC MO C     -   269,872.205   471,362.696   MT  0.99994343   -0 12 09.6
 JD2588;UTM  15      - 4,235,208.662   515,112.636   MT  0.99960281   +0 06 25.1
 JD2588
 JD2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2588!SPC MO C     -   0.99996331  x   0.99994343  =   0.99990674
 JD2588!UTM  15      -   0.99996331  x   0.99960281  =   0.99956613
 JD2588
 JD2588|---------------------------------------------------------------------|
 JD2588| PID    Reference Object                     Distance      Geod. Az  |
 JD2588|                                                           dddmmss.s |
 JD2588| JD2589 TT 1162 W                            31.027 METERS 11250     |
 JD2588| CN6295 GRAVOIS AZ MK                                      1343750.6 |
 JD2588| CN6296 GRAVOIS RM 2                         22.690 METERS 17559     |
 JD2588| JD2591 GRAVOIS 2                            29.966 METERS 18024     |
 JD2588| JD2590 FAIR                                APPROX.10.7 KM 3523811.8 |
 JD2588|---------------------------------------------------------------------|
 JD2588
 JD2588                          SUPERSEDED SURVEY CONTROL
 JD2588
 JD2588  NAD 83(1986)-  38 15 53.25158(N)    092 49 38.08699(W) AD(       ) 3
 JD2588  NAD 27      -  38 15 53.14600(N)    092 49 37.40000(W) AD(       ) 3
 JD2588
 JD2588.Superseded values are not recommended for survey control.
 JD2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2588.See file dsdata.txt to determine how the superseded data were derived.
 JD2588
 JD2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1511335209(NAD 83)
 JD2588_MARKER: DS = TRIANGULATION STATION DISK
 JD2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2588
 JD2588  HISTORY     - Date     Condition        Report By
 JD2588  HISTORY     - 1947     MONUMENTED       CGS
 JD2588  HISTORY     - 1957     GOOD             CGS
 JD2588
 JD2588                          STATION DESCRIPTION
 JD2588
 JD2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2588'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF GRAVOIS MILLS ON
 JD2588'THE WEST SIDE OF STATE ROUTE 5 AT JUNCTION WITH LAKE ROAD NO. 8.
 JD2588'IT IS 62 FEET WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 JD2588'STATE ROUTE 5, 45 FEET NORTH OF A GRAVELED ROAD AND 4 FEET
 JD2588'NORTH-NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS ABOUT 3
 JD2588'INCHES AND THE DISK IS STAMPED GRAVOIS 1947.
 JD2588'
 JD2588'BM TT 1162W 1934 (USGS) WAS USED AS REFERENCE MARK NO. 1.  IT IS
 JD2588'101.79 FEET EAST-SOUTHEAST OF THE STATION, 51 FEET NORTH OF THE
 JD2588'APPROXIMATE CENTERLINE OF LAKE ROAD NO. 8 AND 40 FEET EAST OF THE
 JD2588'APPROXIMATE CENTERLINE OF STATE ROUTE 5.  THE MARK IS A STANDARD
 JD2588'USGS DISK SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE POST WHICH
 JD2588'PROJECTS ABOUT 10 INCHES ABOVE THE GROUND AND IS STAMPED TT
 JD2588'1162W 1934.  THE MARK IS LEANING AND MAY HAVE BEEN TILTED AT
 JD2588'SOME TIME BUT IS SOLID IN THE GROUND.
 JD2588'
 JD2588'REFERENCE MARK NO. 2 IS 74.44 FEET SOUTH OF THE STATION, 40 FEET
 JD2588'WEST OF THE APPROXIMATE CENTERLINE OF STATE ROUTE 5 AND 30 FEET
 JD2588'SOUTH OF A GRAVELED ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 JD2588'DISK IS STAMPED GRAVOIS NO 2 1947.
 JD2588'
 JD2588'THE AZIMUTH MARK IS ABOUT 0.15 MILE SOUTHEAST OF THE STATION, 18
 JD2588'FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF LAKE ROAD NO. 8,
 JD2588'4.3 FEET EAST OF A SMALL TELEPHONE POLE MARKED NO. 5 AND 2.2 FEET
 JD2588'EAST OF A WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 JD2588'THE DISK IS STAMPED GRAVOIS 1947.
 JD2588'
 JD2588'TO REACH FROM THE POST OFFICE IN GRAVOIS MILLS GO SOUTH ON STATE
 JD2588'ROUTE 5 FOR 3.45 MILES TO LAKE ROAD NO. 8 LEFT, GRAVELED ROAD
 JD2588'RIGHT AND STATION MARK ON RIGHT IN NORTHWEST ANGLE OF THE
 JD2588'INTERSECTION.  TO REACH AZIMUTH MARK FROM THE STATION GO
 JD2588'SOUTHEAST ON LAKE ROAD NO. 8 FOR 0.15 MILE TO MARK ON RIGHT JUST
 JD2588'SHORT OF FORK IN ROAD.
 JD2588'
 JD2588'A TRAVERSE CONNECTION WAS MADE FROM THE STATION TO BM TT 1162W
 JD2588'1934 (USGS) AND THE DISTANCE IS 31.027 METERS OR 101.79 FEET.
 JD2588'
 JD2588'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2588
 JD2588                          STATION RECOVERY (1957)
 JD2588
 JD2588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 JD2588'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND AS
 JD2588'DESCRIBED EXCEPT BM TT1162 W 1934 (USGS) WHICH HAD BEEN DISPLACED.
 JD2588'THE STATION MARK AND REFERENCE MARK NO. 2 WERE MOVED AS REQUESTED
 JD2588'BY MR. A.R. ETHERTON WHO IS LEVELING THE KNOLL WHERE THEY WERE
 JD2588'LOCATED.  GRAVOIS 2 AND TWO REFERENCE MARKS WERE ESTABLISHED.
 JD2588'FOR DETAILS, SEE THE DESCRIPTION OF GRAVOIS 2 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2591 ***********************************************************************
 JD2591  DESIGNATION -  GRAVOIS 2
 JD2591  PID         -  JD2591
 JD2591  STATE/COUNTY-  MO/MORGAN
 JD2591  USGS QUAD   -  GRAVOIS MILLS (1983)
 JD2591
 JD2591                         *CURRENT SURVEY CONTROL
 JD2591  ___________________________________________________________________
 JD2591* NAD 83(1997)-  38 15 52.26789(N)    092 49 38.09466(W)     ADJUSTED  
 JD2591* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 JD2591  ___________________________________________________________________
 JD2591  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 JD2591  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JD2591
 JD2591  HORZ ORDER  -  THIRD
 JD2591
 JD2591.The horizontal coordinates were established by classical geodetic methods
 JD2591.and adjusted by the National Geodetic Survey in February 2000..
 JD2591.No horizontal observational check was made to the station.
 JD2591
 JD2591.The orthometric height was scaled from a topographic map.
 JD2591
 JD2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2591
 JD2591.The geoid height was determined by GEOID03.
 JD2591
 JD2591;                    North         East     Units Scale Factor Converg.
 JD2591;SPC MO C     -   269,842.243   471,362.381   MT  0.99994343   -0 12 09.6
 JD2591;UTM  15      - 4,235,178.708   515,112.483   MT  0.99960281   +0 06 25.1
 JD2591
 JD2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2591!SPC MO C     -   0.99996330  x   0.99994343  =   0.99990674
 JD2591!UTM  15      -   0.99996330  x   0.99960281  =   0.99956613
 JD2591
 JD2591|---------------------------------------------------------------------|
 JD2591| PID    Reference Object                     Distance      Geod. Az  |
 JD2591|                                                           dddmmss.s |
 JD2591| JD2588 GRAVOIS                              29.966 METERS 00024     |
 JD2591| CN6299 GRAVOIS 2 RM 5                       16.831 METERS 02217     |
 JD2591| CN6297 GRAVOIS 2 RM 3                       41.538 METERS 07749     |
 JD2591| JD2592 GRAVOIS 2 AZ MK 2                   216.625 METERS 12342     |
 JD2591| CN6295 GRAVOIS AZ MK                                      1284915.8 |
 JD2591| CN6300 GRAVOIS 2 RM 6                       27.767 METERS 18244     |
 JD2591| CN6298 GRAVOIS 2 RM 4                       34.336 METERS 19057     |
 JD2591|---------------------------------------------------------------------|
 JD2591
 JD2591                          SUPERSEDED SURVEY CONTROL
 JD2591
 JD2591  NAD 83(1986)-  38 15 52.27975(N)    092 49 38.09559(W) AD(       ) 3
 JD2591  NAD 27      -  38 15 52.17400(N)    092 49 37.40900(W) AD(       ) 3
 JD2591
 JD2591.Superseded values are not recommended for survey control.
 JD2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2591.See file dsdata.txt to determine how the superseded data were derived.
 JD2591
 JD2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1511235179(NAD 83)
 JD2591_MARKER: DS = TRIANGULATION STATION DISK
 JD2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2591
 JD2591  HISTORY     - Date     Condition        Report By
 JD2591  HISTORY     - 1957     MONUMENTED       CGS
 JD2591  HISTORY     - 1960     GOOD             CGS
 JD2591  HISTORY     - 1975     GOOD             NGS
 JD2591
 JD2591                          STATION DESCRIPTION
 JD2591
 JD2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 JD2591'STATION IS LOCATED ABOUT 3 AND 1/2 MILES SOUTH OF GRAVOIS MILLS
 JD2591'ON THE WEST SIDE OF STATE HIGHWAY 5 AT THE JUNCTION WITH LAKE
 JD2591'ROAD NO. 8, 136 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 JD2591'MR. ART ETHERTONS GROCERY STORE ON WHOSE PROPERTY THE STATION MARK
 JD2591'IS LOCATED, 42 FEET WEST OF THE CENTER OF STATE HIGHWAY 5 AND
 JD2591'29 FEET SOUTH OF A POWER POLE.  THE MARK PROJECTS 6 INCHES AND
 JD2591'THE DISK IS STAMPED GRAVOIS 2 1957.
 JD2591'
 JD2591'REFERENCE MARK NO. 3 IS SET IN A CONCRETE SIDEWALK, 6 INCHES EAST
 JD2591'OF THE SOUTHWEST CORNER OF ART ETHERTONS GROCERY STORE.  THE DISK
 JD2591'IS STAMPED GRAVOIS 2 NO 3 1957.
 JD2591'
 JD2591'REFERENCE MARK NO. 4 IS 44 FEET WEST OF THE CENTER OF STATE
 JD2591'HIGHWAY 5 AND 3 FEET NORTH-NORTHEAST OF A POWER POLE.  THE MARK
 JD2591'PROJECTS 2 INCHES AND THE DISK IS STAMPED GRAVOIS 2 NO 4 1957.
 JD2591'
 JD2591'THE AZIMUTH MARK IS AT A Y-INTERSECTION IN LAKE ROAD NO. 8 ABOUT
 JD2591'18 FEET SOUTHWEST OF THE CENTER OF LAKE ROAD NO. 8.  THE MARK
 JD2591'PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAVOIS 1947.
 JD2591'
 JD2591'TO REACH THE STATION FROM GRAVOIS MILLS, GO SOUTH ON STATE HIGHWAY
 JD2591'5 FOR 3.3 MILES TO LAKE ROAD NO. 8 ON THE LEFT AND THE STATION
 JD2591'ON THE RIGHT.
 JD2591'
 JD2591'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST ON
 JD2591'LAKE ROAD NO. 8 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JD2591'
 JD2591'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD2591
 JD2591                          STATION RECOVERY (1960)
 JD2591
 JD2591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 JD2591'STATION, GRAVOIS 2, WAS RECOVERED AS DESCRIBED AND ALL MARKS
 JD2591'WERE FOUND IN GOOD CONDITION.  NEW STEEL WITNESS POSTS WERE PLACED
 JD2591'1 FOOT WEST OF THE STATION MARK AND 1 FOOT EAST OF THE AZIMUTH
 JD2591'MARK.
 JD2591
 JD2591                          STATION RECOVERY (1975)
 JD2591
 JD2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JD2591'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 JD2591'CONDITION.  REFERENCE MARK 3 WAS DESTROYED WHEN GROCERY STORE
 JD2591'BUILDING WAS DESTROYED BY FIRE AND THE AREA CLEANED UP.  REFERENCE
 JD2591'MARK 4 AND THE AZIMUTH MARK WERE SEARCHED FOR AND IT IS BELIEVED
 JD2591'THESE MARKS WERE DESTROYED BY ROAD CONSTRUCTION.  REFERENCE
 JD2591'MARKS 5 AND 6 AND AZIMUTH MARK WERE ESTABLISHED THIS DATE
 JD2591'AND A POLARIS OBSERVATION WAS MADE THE 6-24-75.
 JD2591'
 JD2591'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 JD2591'
 JD2591'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF GRAVOIS MILLS, ON
 JD2591'TOP OF HILL, ON WEST RIGHT-OF-WAY OF STATE HIGHWAY 5 AND AT THE
 JD2591'JUNCTION OF HIGHWAY 5 AND ROUTE P.
 JD2591'
 JD2591'TO REACH THE STATION FROM THE POST OFFICE IN GRAVOIS MILLS, GO
 JD2591'SOUTHERLY ON HIGHWAY 5 FOR 3.3 MILES TO TOP OF HILL, ROUTE P
 JD2591'ON THE LEFT AND THE STATION ON THE RIGHT.
 JD2591'
 JD2591'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED GRAVOIS 2
 JD2591'1957, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT
 JD2591'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 43 FEET
 JD2591'WEST OF THE CENTER OF HIGHWAY 5, 29 FEET SOUTH OF A POWER POLE
 JD2591'WITH TRANSFORMER AND 1.5 FEET EAST OF A METAL WITNESS POST IN
 JD2591'OLD FENCELINE.  THE UNDERGROUND MARK WAS NOT INSPECTED THIS
 JD2591'DATE.
 JD2591'
 JD2591'REFERENCE MARK 5 IS A STANDARD DISK STAMPED GRAVOIS 2 NO 5 1975,
 JD2591'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE
 JD2591'SURFACE.  IT IS 31 FEET WEST OF THE CENTER OF HIGHWAY 5, 28
 JD2591'FEET NORTHEAST OF THE POWER POLE WITH TRANSFORMER AND 12 FEET
 JD2591'EAST OF THE OLD FENCELINE.
 JD2591'
 JD2591'REFERENCE MARK 6 IS A STANDARD DISK STAMPED GRAVOIS 2 NO 6 1975,
 JD2591'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE
 JD2591'SURFACE.  IT IS 32 FEET NORTHEAST OF A POWER POLE, 30 FEET WEST
 JD2591'OF THE CENTER OF HIGHWAY 5 AND 15 FEET EAST OF THE OLD FENCELINE.
 JD2591'
 JD2591'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 JD2591'GRAVOIS 2 AZ 2 1957 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 JD2591'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 JD2591'45 FEET EAST OF THE CENTER OF A GRAVELED ROAD GOING SOUTH,
 JD2591'42 FEET SOUTH OF THE CENTER OF ROUTE P AND 1 FOOT NORTH OF A
 JD2591'METAL WITNESS POST IN AN OLD FENCELINE.
 JD2591'
 JD2591'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO SOUTHEAST
 JD2591'ON ROUTE P FOR 0.2 MILE TO A ROAD FORK AND THE AZIMUTH MARK
 JD2591'2 ON THE RIGHT.
 JD2591'
 JD2591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2591'ABOUT 3-1/2 MILES SOUTH OF GRAVOIS MILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1518 ***********************************************************************
 KE1518  DESIGNATION -  GRAYSON
 KE1518  PID         -  KE1518
 KE1518  STATE/COUNTY-  MO/CLINTON
 KE1518  USGS QUAD   -  GOWER (1978)
 KE1518
 KE1518                         *CURRENT SURVEY CONTROL
 KE1518  ___________________________________________________________________
 KE1518* NAD 83(1997)-  39 30 40.03218(N)    094 34 08.27086(W)     ADJUSTED  
 KE1518* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 KE1518  ___________________________________________________________________
 KE1518  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 KE1518  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE1518
 KE1518  HORZ ORDER  -  SECOND
 KE1518
 KE1518.The horizontal coordinates were established by classical geodetic methods
 KE1518.and adjusted by the National Geodetic Survey in February 2000..
 KE1518
 KE1518.The orthometric height was scaled from a topographic map.
 KE1518
 KE1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1518
 KE1518.The geoid height was determined by GEOID03.
 KE1518
 KE1518;                    North         East     Units Scale Factor Converg.
 KE1518;SPC MO W     -   371,193.059   844,069.454   MT  0.99994161   -0 02 38.0
 KE1518;UTM  15      - 4,374,673.733   365,120.262   MT  0.99982399   -0 59 54.1
 KE1518
 KE1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1518!SPC MO W     -   0.99995613  x   0.99994161  =   0.99989774
 KE1518!UTM  15      -   0.99995613  x   0.99982399  =   0.99978013
 KE1518
 KE1518|---------------------------------------------------------------------|
 KE1518| PID    Reference Object                     Distance      Geod. Az  |
 KE1518|                                                           dddmmss.s |
 KE1518| CL6579 GRAYSON RM 1                         22.945 METERS 02734     |
 KE1518| CL6578 GRAYSON AZ MK                                      1853057.8 |
 KE1518| CL6581 GRAYSON RM 3                         35.561 METERS 23933     |
 KE1518| CL6580 GRAYSON RM 2                         24.305 METERS 25215     |
 KE1518|---------------------------------------------------------------------|
 KE1518
 KE1518                          SUPERSEDED SURVEY CONTROL
 KE1518
 KE1518  NAD 83(1997)-  39 30 40.03233(N)    094 34 08.27080(W) AD(       ) 2
 KE1518  NAD 83(1997)-  39 30 40.03238(N)    094 34 08.27094(W) AD(       ) 2
 KE1518  NAD 83(1986)-  39 30 40.03681(N)    094 34 08.26581(W) AD(       ) 2
 KE1518  NAD 27      -  39 30 40.04110(N)    094 34 07.43353(W) AD(       ) 2
 KE1518
 KE1518.Superseded values are not recommended for survey control.
 KE1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1518.See file dsdata.txt to determine how the superseded data were derived.
 KE1518
 KE1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6512074674(NAD 83)
 KE1518_MARKER: DS = TRIANGULATION STATION DISK
 KE1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1518
 KE1518  HISTORY     - Date     Condition        Report By
 KE1518  HISTORY     - 1949     MONUMENTED       CGS
 KE1518  HISTORY     - 1958     GOOD             CGS
 KE1518  HISTORY     - 1967     GOOD             CGS
 KE1518  HISTORY     - 20060305 MARK NOT FOUND   GEOCAC
 KE1518
 KE1518                          STATION DESCRIPTION
 KE1518
 KE1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1518'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF TRIMBLE AND
 KE1518'2.0 MILES SOUTH OF GRAYSON ON THE EAST RIGHT-OF-WAY OF U.S.
 KE1518'HIGHWAY 169.  IT IS 300 FEET NORTH OF Y-INTERSECTION, 35 FEET
 KE1518'EAST OF THE CENTER OF U.S. HIGHWAY 169 AND 15 FEET WEST OF
 KE1518'NORTH-SOUTH FENCE LINE.  IT IS STAMPED GRAYSON 1949 AND SET
 KE1518'FLUSH WITH THE SURFACE OF THE GROUND.
 KE1518'
 KE1518'REFERENCE MARK NO. 1 IS WEST-NORTHWEST OF THE STATION, 45 FEET
 KE1518'EAST OF THE CENTER OF U.S. HIGHWAY 169, 2 FEET SOUTH OF WITNESS
 KE1518'POST AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KE1518'GRAYSON NO 1 1949 AND PROJECTS 8 INCHES.
 KE1518'
 KE1518'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 75 FEET
 KE1518'EAST OF OLD CONCRETE ROAD AND 28 FEET WEST OF U.S. HIGHWAY
 KE1518'169.  IT IS STAMPED GRAYSON NO 2 1949 AND SET FLUSH WITH
 KE1518'THE SURFACE OF THE GROUND.
 KE1518'
 KE1518'THE AZIMUTH MARK IS SOUTH OF THE STATION, 30 FEET WEST OF THE
 KE1518'CENTER OF U.S. HIGHWAY 169, 3 FEET NORTH OF POWER LINE POLE,
 KE1518'1 FOOT EAST OF NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH OF
 KE1518'WITNESS POST.  IT IS STAMPED GRAYSON 1949 AND PROJECTS 3 INCHES.
 KE1518'
 KE1518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 KE1518'HIGHWAY 169 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 KE1518'DESCRIBED.
 KE1518'
 KE1518'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE 0 AND
 KE1518'U.S. HIGHWAY 169 IN THE SOUTH EDGE OF GRAYSON, GO SOUTH AND
 KE1518'SOUTHWEST ON U.S. HIGHWAY 169 FOR 1.25 MILE TO Y-INTERSECTION
 KE1518'AND STATION NORTH AS DESCRIBED.
 KE1518'
 KE1518'A 100 FOOT SIGNAL AT STATION GOWER 1934 IS VISIBLE AT 37 FEET.
 KE1518'
 KE1518'A 100 FOOT SIGNAL AT STATION PERRIN IS VISIBLE AT 70 FEET.
 KE1518'
 KE1518'A 100 FOOT SIGNAL AT STATION PLATTSBURG IS VISIBLE AT 64 FEET.
 KE1518'
 KE1518'A 100 FOOT SIGNAL AT STATION LATHROP IS VISIBLE AT 64 FEET.
 KE1518'
 KE1518'A 74 FOOT SIGNAL AT STATION PHILLIPS IS VISIBLE AT 37 FEET.
 KE1518'
 KE1518'A 100 FOOT SIGNAL AT STATION ADAMS 1934 IS VISIBLE AT 64 FEET.
 KE1518'
 KE1518'A 100 FOOT SIGNAL AT STATION MAR 1934 IS VISIBLE AT 37 FEET.
 KE1518'
 KE1518'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KE1518
 KE1518                          STATION RECOVERY (1958)
 KE1518
 KE1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KE1518'THIS MARK WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1518'IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK NO. 1
 KE1518'SHOULD READ NORTH-NORTHEAST IN THE BODY OF THE DESCRIPTION.
 KE1518'THE WITNESS POSTS ARE GONE.
 KE1518
 KE1518                          STATION RECOVERY (1967)
 KE1518
 KE1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KE1518'THIS STATION WAS RECOVERED AND ALL MARKS, EXCEPT R.M. NO. 2,
 KE1518'WAS FOUND IN GOOD CONDITION.  R.M. NO. 2 HAD BEEN DESTROYED
 KE1518'SO ONE NEW REFERENCE MARK WAS ESTABLISHED.
 KE1518'
 KE1518'THE STATION MARK IS 36 FEET EAST OF THE CENTERLINE OF THE
 KE1518'HIGHWAY, 14.5 FEET WEST OF THE RIGHT OF WAY FENCE AND 14 FEET
 KE1518'WEST OF A METAL WITNESS POST.  THE MARK IS FLUSH WITH THE
 KE1518'GROUND AND THE DISK IS STAMPED GRAYSON 1949.
 KE1518'
 KE1518'TO REACH THE STATION FROM GRAYSON, FROM THE MAIN INTERSECTION,
 KE1518'GO SOUTH ON U.S. HIGHWAY 169 FOR 1.6 MILES TO THE STATION
 KE1518'ON THE LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.4 MILE
 KE1518'TO THE AZIMUTH MARK ON THE RIGHT.
 KE1518'
 KE1518'R.M. NO. 1 IS 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 KE1518'AND 1 FOOT WEST OF THE RIGHT OF WAY FENCE.  THE MARK PROJECTS
 KE1518'6 INCHES AND THE DISK IS STAMPED GRAYSON NO 1 1949.
 KE1518'
 KE1518'R.M. NO. 3 IS 68 FEET NORTH OF CONNECTING ROAD BETWEEN THE OLD
 KE1518'AND NEW HIGHWAYS, 45.5 FEET WEST OF THE CENTERLINE OF THE
 KE1518'HIGHWAY AND 1 FOOT NORTHEAST OF A POWERLINE POLE.  THE MARK
 KE1518'IS FLUSH AND THE DISK IS STAMPED GRAYSON NO 3 1949 1967.
 KE1518'
 KE1518'THE AZIMUTH MARK IS 28 FEET WEST OF THE CENTERLINE OF THE
 KE1518'HIGHWAY, 3 FEET NORTH OF A POWERLINE POLE, 1 FOOT EAST OF THE
 KE1518'RIGHT OF WAY FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 KE1518'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED GRAYSON 1949.
 KE1518'
 KE1518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.0 MILES
 KE1518'SOUTH OF GRAYSON.
 KE1518
 KE1518                          STATION RECOVERY (2006)
 KE1518
 KE1518'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1518'A VISUAL SEARCH FOR THE STATION WAS MADE WITHOUT SUCCESS. THE AREA WAS
 KE1518'ALSO PROBED TO A DEPTH OF 12 INCHES WITHOUT SUCCESS. THE METAL WITNESS
 KE1518'POST DESCRIBED IN 1967 IS PRESENT.
 KE1518' 
 KE1518'A CONCRETE POST WITH A METAL STEM BELIEVED TO BE REFERENCE MARK 1 WAS
 KE1518'LOCATED. THE DISK IS MISSING.
 KE1518' 
 KE1518'REFERENCE MARK 3 AND THE AZIMUTH MARK WERE LOCATED IN GOOD CONDITION.
 KE1518' 
 KE1518' 
 KE1518' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2725 ***********************************************************************
 JD2725  DESIGNATION -  GREEN
 JD2725  PID         -  JD2725
 JD2725  STATE/COUNTY-  MO/HENRY
 JD2725  USGS QUAD   -  CLINTON NORTH (1981)
 JD2725
 JD2725                         *CURRENT SURVEY CONTROL
 JD2725  ___________________________________________________________________
 JD2725* NAD 83(1997)-  38 29 20.91317(N)    093 45 07.90959(W)     ADJUSTED  
 JD2725* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 JD2725  ___________________________________________________________________
 JD2725  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 JD2725  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD2725
 JD2725  HORZ ORDER  -  SECOND
 JD2725
 JD2725.The horizontal coordinates were established by classical geodetic methods
 JD2725.and adjusted by the National Geodetic Survey in February 2000..
 JD2725
 JD2725.The orthometric height was scaled from a topographic map.
 JD2725
 JD2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2725
 JD2725.The geoid height was determined by GEOID03.
 JD2725
 JD2725;                    North         East     Units Scale Factor Converg.
 JD2725;SPC MO W     -   258,007.103   915,239.290   MT  0.99999357   +0 27 55.5
 JD2725;UTM  15      - 4,260,356.674   434,399.738   MT  0.99965299   -0 28 05.4
 JD2725
 JD2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2725!SPC MO W     -   0.99995956  x   0.99999357  =   0.99995313
 JD2725!UTM  15      -   0.99995956  x   0.99965299  =   0.99961257
 JD2725
 JD2725|---------------------------------------------------------------------|
 JD2725| PID    Reference Object                     Distance      Geod. Az  |
 JD2725|                                                           dddmmss.s |
 JD2725| CN6301 GREEN RM 1                           21.450 METERS 09225     |
 JD2725| JD2724 CLINTON MO POWER SERV CO STACK      APPROX.12.0 KM 1875727.8 |
 JD2725| JD1628 GREEN AZ MK                                        1885554.7 |
 JD2725| JD2732 CLINTON MUNICIPAL TANK              APPROX.13.0 KM 1885502.7 |
 JD2725| JD2728 CLINTON HENRY CO CTHSE FLAG         APPROX.13.4 KM 1891854.6 |
 JD2725| CN6302 GREEN RM 2                           21.656 METERS 27039     |
 JD2725| JD2772 SHAWNEE MOUND WHITEMAN AFB MST      APPROX. 7.9 KM 3581009.1 |
 JD2725|---------------------------------------------------------------------|
 JD2725
 JD2725                          SUPERSEDED SURVEY CONTROL
 JD2725
 JD2725  NAD 83(1997)-  38 29 20.91501(N)    093 45 07.90864(W) AD(       ) 2
 JD2725  NAD 83(1986)-  38 29 20.92202(N)    093 45 07.90781(W) AD(       ) 2
 JD2725  NAD 27      -  38 29 20.85700(N)    093 45 07.13920(W) AD(       ) 2
 JD2725
 JD2725.Superseded values are not recommended for survey control.
 JD2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2725.See file dsdata.txt to determine how the superseded data were derived.
 JD2725
 JD2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3440060357(NAD 83)
 JD2725_MARKER: DS = TRIANGULATION STATION DISK
 JD2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2725
 JD2725  HISTORY     - Date     Condition        Report By
 JD2725  HISTORY     - 1948     MONUMENTED       CGS
 JD2725  HISTORY     - 1961     GOOD             LOCENG
 JD2725  HISTORY     - 1963     GOOD             CGS
 JD2725
 JD2725                          STATION DESCRIPTION
 JD2725
 JD2725'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2725'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF CLINTON AND ABOUT
 JD2725'7 MILES WEST OF CALHOUN.  IT IS AT THE SOUTH EDGE OF A CULTIVATED
 JD2725'FIELD, 0.1 MILE EAST OF STATE HIGHWAY 13, 2 FEET NORTH OF AN
 JD2725'EAST-WEST FENCE LINE AND 12 FEET WEST OF A WITNESS POST.  IT IS
 JD2725'STAMPED GREEN 1948 AND IS FLUSH WITH THE GROUND.
 JD2725'
 JD2725'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 JD2725'IT IS STAMPED GREEN NO 1 1948 AND IS FLUSH WITH THE GROUND.
 JD2725'
 JD2725'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 JD2725'IT IS STAMPED GREEN NO 2 1948 AND IS FLUSH WITH THE GROUND.
 JD2725'
 JD2725'THE AZIMUTH MARK IS 81 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 JD2725'SCHOOL BUILDING, 17.5 FEET SOUTH OF A DRIVEWAY LEADING WEST,
 JD2725'39 FEET WEST OF THE CENTER OF STATE HIGHWAY 13 AND 1 FOOT EAST
 JD2725'OF A FENCE CORNER.  IT IS STAMPED GREEN 1948 AND PROJECTS 4
 JD2725'INCHES.
 JD2725'
 JD2725'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 JD2725'13 AND 35 AT THE NORTH EDGE OF CLINTON, GO NORTH ON STATE
 JD2725'HIGHWAY 13 FOR 6.9 MILES TO THE AZIMUTH MARK ON THE LEFT.
 JD2725'CONTINUE NORTH FOR 0.6 MILE TO TWO BOARD GATES ON THE RIGHT,
 JD2725'PASS THROUGH THE BOARD GATE ON THE LEFT AND GO EAST FOR 0.1
 JD2725'MILE TO THE HIGHEST POINT AND THE STATION.
 JD2725'
 JD2725'A 74 FOOT SIGNAL AT STATION CALDWELL 1882 1922 1948 IS VISIBLE
 JD2725'AT THE GROUND.
 JD2725'
 JD2725'A 74 FOOT SIGNAL AT STATION HIGH IS VISIBLE AT 30 FEET.
 JD2725'
 JD2725'AN 87 FOOT SIGNAL AT STATION COAL IS VISIBLE AT 30 FEET.
 JD2725'
 JD2725'A 74 FOOT SIGNAL AT STATION CLINTON IS VISIBLE AT 20 FEET.
 JD2725'
 JD2725'A 74 FOOT SIGNAL AT STATION GARLAND IS VISIBLE AT THE GROUND.
 JD2725'
 JD2725'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2725
 JD2725                          STATION RECOVERY (1961)
 JD2725
 JD2725'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JD2725'RECOVERED BY AERIAL CONTROL GEO.
 JD2725'
 JD2725'ALL MARKS RECOVERED IN GOOD CONDITION-ALTHOUGH OVERGROWN
 JD2725'WITH HIGH GRASS, WITNESS POSTS AND E-W FENCE LINE HAVE BEEN
 JD2725'DESTROYED.  STATION IS NOW 225 FT. E OF LANE 12 IN. ELM - 18
 JD2725'FT. S OF FIELD ROAD- AZIMUTH MARK OBSCURED BY TREE.
 JD2725
 JD2725                          STATION RECOVERY (1963)
 JD2725
 JD2725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2725'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 JD2725'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 JD2725'GOOD CONDITION.  THE DIRECTION AND DISTANCES TO THE MARKS WERE
 JD2725'VERIFIED.  THE TO REACH IS ENTIRELY ADEQUATE.
 JD2725'
 JD2725'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION
 JD2725'
 JD2725'A METAL WITNESS POST WAS SET 1.5 FEET SOUTHWEST OF THE AZIMUTH MARK.
 JD2725'
 JD2725'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1628 ***********************************************************************
 JD1628  DESIGNATION -  GREEN AZ MK
 JD1628  PID         -  JD1628
 JD1628  STATE/COUNTY-  MO/HENRY
 JD1628  USGS QUAD   -  CLINTON NORTH (1981)
 JD1628
 JD1628                         *CURRENT SURVEY CONTROL
 JD1628  ___________________________________________________________________
 JD1628* NAD 83(1986)-  38 28 49.     (N)    093 45 14.     (W)     SCALED    
 JD1628* NAVD 88     -       272.529  (meters)     894.12   (feet)  ADJUSTED  
 JD1628  ___________________________________________________________________
 JD1628  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JD1628  DYNAMIC HT  -         272.342 (meters)     893.51  (feet)  COMP
 JD1628  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 JD1628
 JD1628  VERT ORDER  -  SECOND    CLASS 0
 JD1628
 JD1628.The horizontal coordinates were scaled from a topographic map and have
 JD1628.an estimated accuracy of +/- 6 seconds.
 JD1628
 JD1628.The orthometric height was determined by differential leveling
 JD1628.and adjusted by the National Geodetic Survey in June 1991..
 JD1628
 JD1628.The geoid height was determined by GEOID03.
 JD1628
 JD1628.The dynamic height is computed by dividing the NAVD 88
 JD1628.geopotential number by the normal gravity value computed on the
 JD1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1628.degrees latitude (g = 980.6199 gals.).
 JD1628
 JD1628.The modeled gravity was interpolated from observed gravity values.
 JD1628
 JD1628;                    North         East    Units  Estimated Accuracy
 JD1628;SPC MO W     -   257,020.      915,100.      MT  (+/- 180 meters Scaled)
 JD1628
 JD1628                          SUPERSEDED SURVEY CONTROL
 JD1628
 JD1628  NGVD 29 (??/??/92)  272.415  (m)          893.75   (f) ADJ UNCH    2 0
 JD1628
 JD1628.Superseded values are not recommended for survey control.
 JD1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1628.See file dsdata.txt to determine how the superseded data were derived.
 JD1628
 JD1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC342593(NAD 83)
 JD1628_MARKER: DZ = AZIMUTH MARK DISK
 JD1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1628_STAMPING: GREEN 1948
 JD1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1628+STABILITY: SURFACE MOTION
 JD1628
 JD1628  HISTORY     - Date     Condition        Report By
 JD1628  HISTORY     - 1948     MONUMENTED       CGS
 JD1628  HISTORY     - 1963     GOOD             NGS
 JD1628
 JD1628                          STATION DESCRIPTION
 JD1628
 JD1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1628'0.6 MI N FROM QUARLES.
 JD1628'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE QUARLES
 JD1628'BAPTIST CHURCH AT QUARLES, IN S 25, R 26 W, T 43 N, 38.7 FEET
 JD1628'WEST OF THE CENTERLINE OF THE HIGHWAY, 56.7 FEET SOUTHEAST OF A
 JD1628'WATER PUMP IN A 6 X 6 FOOT CONCRETE BASE, 1.7 FEET EAST OF A
 JD1628'FENCE CORNER, ABOUT 150 YARDS NORTHEAST OF A TWO-STORIED HOUSE,
 JD1628'1.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 JD1628'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD1628'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1284 ***********************************************************************
 KD1284  DESIGNATION -  GREEN RESET
 KD1284  PID         -  KD1284
 KD1284  STATE/COUNTY-  MO/LIVINGSTON
 KD1284  USGS QUAD   -  CHILLICOTHE (1984)
 KD1284
 KD1284                         *CURRENT SURVEY CONTROL
 KD1284  ___________________________________________________________________
 KD1284* NAD 83(1997)-  39 51 06.02360(N)    093 32 26.36715(W)     ADJUSTED  
 KD1284* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 KD1284  ___________________________________________________________________
 KD1284  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 KD1284  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KD1284
 KD1284  HORZ ORDER  -  SECOND
 KD1284
 KD1284.The horizontal coordinates were established by classical geodetic methods
 KD1284.and adjusted by the National Geodetic Survey in February 2000..
 KD1284
 KD1284.The orthometric height was scaled from a topographic map.
 KD1284
 KD1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1284
 KD1284.The geoid height was determined by GEOID03.
 KD1284
 KD1284;                    North         East     Units Scale Factor Converg.
 KD1284;SPC MO C     -   446,498.603   410,947.310   MT  1.00003093   -0 40 00.8
 KD1284;UTM  15      - 4,411,434.443   453,749.811   MT  0.99962633   -0 20 47.3
 KD1284
 KD1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1284!SPC MO C     -   0.99996383  x   1.00003093  =   0.99999476
 KD1284!UTM  15      -   0.99996383  x   0.99962633  =   0.99959017
 KD1284
 KD1284|---------------------------------------------------------------------|
 KD1284| PID    Reference Object                     Distance      Geod. Az  |
 KD1284|                                                           dddmmss.s |
 KD1284| CL8618 GREEN RM 1                           19.233 METERS 10123     |
 KD1284| CL8620 GREEN RM 3                           20.245 METERS 11212     |
 KD1284| KD1288 CHILLICOTHE MUNICIPAL TANK          APPROX. 6.3 KM 1822149.0 |
 KD1284| KD1286 CHILLICOTHE MUN UTILITIES STK       APPROX. 7.6 KM 1921844.6 |
 KD1284| CL8619 GREEN RM 2                           17.416 METERS 33646     |
 KD1284| CL8617 GREEN AZ MK                                        3581425.8 |
 KD1284|---------------------------------------------------------------------|
 KD1284
 KD1284                          SUPERSEDED SURVEY CONTROL
 KD1284
 KD1284  NAD 83(1997)-  39 51 06.02413(N)    093 32 26.36838(W) AD(       ) 2
 KD1284  NAD 83(1997)-  39 51 06.02580(N)    093 32 26.37120(W) AD(       ) 2
 KD1284  NAD 83(1986)-  39 51 06.02601(N)    093 32 26.37168(W) AD(       ) 2
 KD1284  NAD 27      -  39 51 05.96680(N)    093 32 25.62520(W) AD(       ) 2
 KD1284
 KD1284.Superseded values are not recommended for survey control.
 KD1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1284.See file dsdata.txt to determine how the superseded data were derived.
 KD1284
 KD1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5375011434(NAD 83)
 KD1284_MARKER: DS = TRIANGULATION STATION DISK
 KD1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1284
 KD1284  HISTORY     - Date     Condition        Report By
 KD1284  HISTORY     - 1948     MONUMENTED       CGS
 KD1284  HISTORY     - 1963     SEE DESCRIPTION  MOHC
 KD1284  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KD1284  HISTORY     - 1972     GOOD             MSHD
 KD1284  HISTORY     - 1972     GOOD             NGS
 KD1284
 KD1284                          STATION DESCRIPTION
 KD1284
 KD1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1284'STATION IS LOCATED ABOUT 4 MILES NORTH OF CHILLICOTHE ON LAND
 KD1284'OWNED BY MR. WILLIAM F. HILL.  IT IS NEAR THE SOUTHWEST CORNER
 KD1284'OF THE PASTURE NORTHWEST OF THE FARM HOUSE, 26.5 FEET NORTH OF
 KD1284'THE EAST-WEST FENCE AND 24 FEET EAST OF THE NORTH-SOUTH
 KD1284'RIGHT-OF-WAY FENCE LINE.  IT IS STAMPED GREEN 1948 AND IS FLUSH
 KD1284'WITH THE GROUND.
 KD1284'
 KD1284'REFERENCE MARK NO. 1 IS IN THE SOUTH SECTION OF THE PASTURE, 59.5
 KD1284'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND
 KD1284'15.5 FEET NORTH OF THE EAST-WEST FENCE.  IT IS STAMPED GREEN NO 1
 KD1284'1948 AND IS FLUSH WITH THE GROUND.
 KD1284'
 KD1284'REFERENCE MARK NO. 2 IS AT THE WEST EDGE OF THE PASTURE, 1 FOOT
 KD1284'EAST OF THE NORTH-SOUTH FENCE AND 78 FEET NORTH OF A FENCE
 KD1284'CORNER.  IT IS STAMPED GREEN NO 2 1948 AND IS FLUSH WITH THE
 KD1284'GROUND.
 KD1284'
 KD1284'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 29.5 FEET WEST OF THE
 KD1284'CENTER OF U.S. HIGHWAY 65, 1 FOOT EAST OF THE FENCE LINE, 3
 KD1284'FEET SOUTH OF A POWER LINE POLE AND 1 FOOT SOUTH OF A WITNESS
 KD1284'POST.  IT IS STAMPED GREEN 1948 AND PROJECTS 6 INCHES.
 KD1284'
 KD1284'TO REACH FROM THE COURTHOUSE IN CHILLICOTHE, GO NORTH ON U.S.
 KD1284'HIGHWAY 65 FOR 4.25 MILES TO THE FARM HOUSE ON THE EAST SIDE OF
 KD1284'THE HIGHWAY AND THE STATION TO THE NORTHWEST OF THE HOUSE AS
 KD1284'DESCRIBED.  CONTINUE NORTH FOR 0.9 MILE TO THE AZIMUTH MARK ON
 KD1284'THE LEFT.
 KD1284'
 KD1284'AN 87 FOOT SIGNAL AT STURGES IS VISIBLE AT 40 FEET.
 KD1284'
 KD1284'A 113 FOOT SIGNAL AT MOORESVILLE IS VISIBLE FROM THE GROUND.
 KD1284'
 KD1284'AN 87 FOOT SIGNAL AT PINKLEY IS VISIBLE FROM THE GROUND.
 KD1284'
 KD1284'A 4 FOOT SIGNAL AT WARD IS VISIBLE AT 25 FEET.
 KD1284'
 KD1284'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1284
 KD1284                          STATION RECOVERY (1963)
 KD1284
 KD1284'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1963 (PEC)
 KD1284'STATION SURFACE MARK HAS BEEN HIT AND MOVED BY CULTIVATION.
 KD1284'THE UNDERGROUND MARK IS BELIEVED TO BE IN GOOD CONDITION.
 KD1284'
 KD1284'THE AZIMUTH MARK AND R.M. 2 ARE IN GOOD CONDITION.  R.M. 1 HAS
 KD1284'BEEN KNOCKED OVER BUT SET BACK UP.
 KD1284
 KD1284                          STATION RECOVERY (1965)
 KD1284
 KD1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KD1284'THE STATION SURFACE MARK WAS FOUND TILTED.  THE UNDERGROUND
 KD1284'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KD1284'REFERENCE MARK NO. 1 WAS FOUND DISPLACED.  REFERENCE MARK NO. 2
 KD1284'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KD1284'
 KD1284'THE STATION IS NOW IN A GARDEN PLOT OF GROUND AND THE PROPERTY
 KD1284'OWNER REQUESTED THE STATION MARK BE LOWERED BELOW PLOW DEPTH.
 KD1284'THE UNDERGROUND STATION MARK WAS LOWERED, A NEW SURFACE MARK
 KD1284'WAS SET.
 KD1284'
 KD1284'THE DISTANCE TO REFERENCE MARK NO. 2 WAS VERIFIED, BUT THE
 KD1284'DIRECTION FAILED TO CHECK BY 6 MINUTES AND 16 SECONDS.
 KD1284'
 KD1284'DUE TO SEVERAL CHANGES IN THE AREA A COMPLETE DESCRIPTION
 KD1284'FOLLOWS.
 KD1284'
 KD1284'THE STATION IS ABOUT 4 MILES NORTH OF CHILLICOTHE, NEAR THE
 KD1284'NORTHWEST CORNER OF A SMALL GARDEN PLOT OF GROUND, AND ON THE
 KD1284'EAST SIDE OF U.S. HIGHWAY 65, AND ON LAND OWNED BY MR. ARTHUR
 KD1284'BLUE.
 KD1284'
 KD1284'TO REACH THE STATION FROM THE COURTHOUSE IN CHILLICOTHE, GO NORTH
 KD1284'ON U.S. HIGHWAY 65 FOR 4.25 MILES TO MR. BLUES FARMHOUSE AND THE
 KD1284'STATION ON THE RIGHT.  (CONTINUE NORTH ON U.S. HIGHWAY 65 FOR
 KD1284'0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 KD1284'
 KD1284'STATION MARKS ARE STANDARD DISK STAMPED GREEN 1948 1965.  THE
 KD1284'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS 10
 KD1284'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 91 FEET NORTHWEST
 KD1284'OF THE NORTHWEST CORNER OF THE FARMHOUSE, 56.5 FEET EAST OF THE
 KD1284'CENTER OF U.S. HIGHWAY 65, 31.5 FEET SOUTHEAST OF A CORNER FENCE
 KD1284'POST, AND 18 FEET SOUTH OF AN EAST-WEST FENCE.  THE UNDERGROUND
 KD1284'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 KD1284'THE SURFACE OF THE GROUND.
 KD1284'
 KD1284'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GREEN NO 2 1948,
 KD1284'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KD1284'SURFACE OF THE GROUND.  IT IS 33.5 FEET NORTH OF THE CORNER FENCE
 KD1284'POST, 30 FEET EAST OF THE CENTER OF U.S. HIGHWAY 30, AND 4 FEET
 KD1284'EAST OF A NORTH-SOUTH FENCE.
 KD1284'
 KD1284'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GREEN NO 3 1948
 KD1284'1965, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS 1 INCH BELOW
 KD1284'THE SURFACE OF THE GROUND.  IT IS 116 FEET EAST OF THE CENTER
 KD1284'OF U.S. HIGHWAY 65, 43 FEET SOUTH OF THE EAST-WEST FENCE, 28
 KD1284'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, AND AT
 KD1284'THE NORTH EDGE OF YARD.
 KD1284'
 KD1284'AZIMUTH MARK, A STANDARD DISK STAMPED GREEN 1948, IS SET IN A
 KD1284'SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 29.5
 KD1284'FEET WEST OF THE CENTER OF U.S. HIGHWAY 65, 3 FEET SOUTH OF A
 KD1284'POWER POLE, 1 FOOT EAST OF A NORTH-SOUTH FENCE, AND 1 FOOT SOUTH
 KD1284'OF A METAL WITNESS POST.
 KD1284
 KD1284                          STATION RECOVERY (1972)
 KD1284
 KD1284'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (BS)
 KD1284'GREEN 1948 AND 1965 RM NO 2 FOUND IN GOOD CONDITION.
 KD1284'
 KD1284'RM NO 1 DESTROYED.
 KD1284'
 KD1284'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI NORTH OF CHILLICOTHE,
 KD1284'MO.
 KD1284
 KD1284                          STATION RECOVERY (1972)
 KD1284
 KD1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KD1284'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE
 KD1284'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN 1965.
 KD1284'
 KD1284'THE DESCRIPTION OF THE ROUTE TO REACH THE STATION IS ADEQUATE.
 KD1284'
 KD1284'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 KD1284'CHILLICOTHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0957 ***********************************************************************
 HC0957  DESIGNATION -  GREENBRIER
 HC0957  PID         -  HC0957
 HC0957  STATE/COUNTY-  MO/BOLLINGER
 HC0957  USGS QUAD   -  STURDIVANT (1985)
 HC0957
 HC0957                         *CURRENT SURVEY CONTROL
 HC0957  ___________________________________________________________________
 HC0957* NAD 83(1997)-  37 06 54.73393(N)    090 01 23.74159(W)     ADJUSTED  
 HC0957* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 HC0957  ___________________________________________________________________
 HC0957  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 HC0957  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HC0957
 HC0957  HORZ ORDER  -  THIRD
 HC0957
 HC0957.The horizontal coordinates were established by classical geodetic methods
 HC0957.and adjusted by the National Geodetic Survey in February 2000..
 HC0957
 HC0957.The orthometric height was scaled from a topographic map.
 HC0957
 HC0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0957
 HC0957.The geoid height was determined by GEOID03.
 HC0957
 HC0957;                    North         East     Units Scale Factor Converg.
 HC0957;SPC MO E     -   142,343.273   292,368.489   MT  0.99995544   +0 17 15.6
 HC0957;UTM  15      - 4,111,800.467   764,490.981   MT  1.00046186   +1 47 50.1
 HC0957;UTM  16      - 4,111,931.225   231,374.277   MT  1.00048902   -1 49 31.4
 HC0957
 HC0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0957!SPC MO E     -   0.99998425  x   0.99995544  =   0.99993969
 HC0957!UTM  15      -   0.99998425  x   1.00046186  =   1.00044611
 HC0957!UTM  16      -   0.99998425  x   1.00048902  =   1.00047327
 HC0957
 HC0957|---------------------------------------------------------------------|
 HC0957| PID    Reference Object                     Distance      Geod. Az  |
 HC0957|                                                           dddmmss.s |
 HC0957| CI3736 GREENBRIER RM 1                      27.285 METERS 08111     |
 HC0957| CI3737 GREENBRIER RM 2                      27.532 METERS 19153     |
 HC0957| CI3735 GREENBRIER AZ MK                                   1972116.2 |
 HC0957|---------------------------------------------------------------------|
 HC0957
 HC0957                          SUPERSEDED SURVEY CONTROL
 HC0957
 HC0957  NAD 83(1997)-  37 06 54.73798(N)    090 01 23.74057(W) AD(       ) 3
 HC0957  NAD 83(1986)-  37 06 54.74586(N)    090 01 23.74092(W) AD(       ) 3
 HC0957  NAD 27      -  37 06 54.55370(N)    090 01 23.38790(W) AD(       ) 3
 HC0957
 HC0957.Superseded values are not recommended for survey control.
 HC0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0957.See file dsdata.txt to determine how the superseded data were derived.
 HC0957
 HC0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB6449111800(NAD 83)
 HC0957_MARKER: DS = TRIANGULATION STATION DISK
 HC0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0957_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0957+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 HC0957
 HC0957  HISTORY     - Date     Condition        Report By
 HC0957  HISTORY     - 1963     MONUMENTED       CGS
 HC0957  HISTORY     - 20060821 GOOD             MODNR
 HC0957
 HC0957                          STATION DESCRIPTION
 HC0957
 HC0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0957'THE STATION IS LOCATED ABOUT 0.3 MILE NORTH-NORTHEAST OF
 HC0957'GREENBRIER, 3-1/2 MILES SOUTHEAST OF ZALMA, IN THE SOUTH HALF
 HC0957'OF SECTION 2, T 28 N, R 9 E., AND ON THE PROPERTY OF MR. ELVIS
 HC0957'STATLER.  IT IS 12 FEET SOUTH OF A WIRE FENCE, 12 FEET EAST OF A
 HC0957'WIRE FENCE, 16 FEET SOUTHEAST OF A FENCE CORNER AND WITNESS POST,
 HC0957'49 FEET EAST OF THE CENTERLINE OF COUNTY ROAD W AND 90 FEET
 HC0957'SOUTH OF A TELEPHONE POLE.  THE MONUMENT IS 12 INCHES
 HC0957'UNDERGROUND AND THE DISK IS STAMPED GREENBRIER 1963.
 HC0957'
 HC0957'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 51 AND COUNTY
 HC0957'ROAD C IN THE VILLAGE OF ARAB, GO EASTERLY ON COUNTY ROAD C
 HC0957'3.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 HC0957'GRAVELED ROAD FOR 0.9 MILE TO A CROSSROAD IN THE VILLAGE OF
 HC0957'GREENBRIER.  TURN RIGHT AND GO EAST ON COUNTY ROAD W FOR 0.05
 HC0957'MILE TO WHERE THE ROAD CURVES SHARP LEFT (NORTH) AND THE AZIMUTH
 HC0957'MARK ON THE RIGHT IN THE CURVE OF THE ROAD.  CONTINUE NORTH ON
 HC0957'COUNTY ROAD W FOR 0.3 MILE TO MR. ELVIS STATLERS HOUSE ON THE
 HC0957'LEFT AND THE STATION ON THE RIGHT.
 HC0957'
 HC0957'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE AND 100 FEET
 HC0957'EAST OF THE WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 HC0957'DISK IS STAMPED GREENBRIER NO 1 1963.
 HC0957'
 HC0957'REFERENCE MARK 2 IS 1 FOOT WEST OF A WIRE FENCE, 33 FEET EAST
 HC0957'OF THE CENTERLINE OF COUNTY ROAD W AND 100 FEET SOUTH OF A
 HC0957'FENCE CORNER AND THE WITNESS POST.  THE MONUMENT PROJECTS
 HC0957'4 INCHES AND THE DISK IS STAMPED GREENBRIER NO 2 1963.
 HC0957'
 HC0957'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WIRE FENCE, 2 FEET WEST
 HC0957'OF A WITNESS POST, 5 FEET WEST OF A FENCE CORNER, 33 FEET WEST
 HC0957'OF THE CENTERLINE OF A DIRT ROAD, 35 FEET SOUTH OF THE CENTERLINE
 HC0957'OF COUNTY ROAD W AND 61 FEET WEST OF A TELEPHONE POLE.  THE
 HC0957'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED GREENBRIER
 HC0957'1963.
 HC0957'
 HC0957'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HC0957
 HC0957                          STATION RECOVERY (2006)
 HC0957
 HC0957'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HC0957'NEW DESCRIPTION AND TO REACH = THE STATION IS LOCATED ABOUT 3.3 MILES
 HC0957'NORTHEAST OF ARAB, MO AND 3.6 MILES SOUTHEAST OF ZALMA, MO. IT IS 90.3
 HC0957'FEET NORTH-NORTHEAST OF RM 2, 49 FEET EAST OF THE CENTER OF MISSOURI
 HC0957'ROUTE W, 16.8 FEET SOUTHEAST OF A METAL WITNESS POST/SIGN AND 90.0
 HC0957'FEET SOUTH OF A POWER POLE. THE AZIMUTH MARK WAS NOT RECOVERED AT THIS
 HC0957'TIME. RM 1 WAS NOT FOUND.
 HC0957' 
 HC0957'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI HIGHWAY 51,
 HC0957'MISSOURI ROUTE W (S) AND COUNTY ROAD 528 (N), GO SOUTHERLY ON ROUTE W
 HC0957'FOR 3.4 MILES THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0499 ***********************************************************************
 LE0499  DESIGNATION -  GREENCASTLE
 LE0499  PID         -  LE0499
 LE0499  STATE/COUNTY-  MO/SULLIVAN
 LE0499  USGS QUAD   -  GREEN CITY (1979)
 LE0499
 LE0499                         *CURRENT SURVEY CONTROL
 LE0499  ___________________________________________________________________
 LE0499* NAD 83(1997)-  40 15 32.08893(N)    092 52 44.26671(W)     ADJUSTED  
 LE0499* NAVD 88     -       319.30   (+/-2cm)    1047.6    (feet)  VERTCON   
 LE0499  ___________________________________________________________________
 LE0499  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 LE0499  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LE0499
 LE0499  HORZ ORDER  -  FIRST
 LE0499  VERT ORDER  -  THIRD ? (See Below)
 LE0499
 LE0499.The horizontal coordinates were established by classical geodetic methods
 LE0499.and adjusted by the National Geodetic Survey in February 2000..
 LE0499
 LE0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0499.The vertical order pertains to the NGVD 29 superseded value.
 LE0499
 LE0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0499
 LE0499.The geoid height was determined by GEOID03.
 LE0499
 LE0499;                    North         East     Units Scale Factor Converg.
 LE0499;SPC MO C     -   491,264.436   467,763.555   MT  0.99994612   -0 14 41.7
 LE0499;UTM  15      - 4,456,501.765   510,292.558   MT  0.99960130   +0 04 41.6
 LE0499
 LE0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0499!SPC MO C     -   0.99995493  x   0.99994612  =   0.99990105
 LE0499!UTM  15      -   0.99995493  x   0.99960130  =   0.99955625
 LE0499
 LE0499:                Primary Azimuth Mark                     Grid Az
 LE0499:SPC MO C     -  GREENCASTLE AZ MK                        083 32 54.3
 LE0499:UTM  15      -  GREENCASTLE AZ MK                        083 13 31.0
 LE0499
 LE0499|---------------------------------------------------------------------|
 LE0499| PID    Reference Object                     Distance      Geod. Az  |
 LE0499|                                                           dddmmss.s |
 LE0499| CL8621 GREENCASTLE AZ MK                                  0831812.6 |
 LE0499| CL8622 GREENCASTLE RM 1                     36.658 METERS 11144     |
 LE0499| LE0496 HILL                                APPROX.17.4 KM 1612512.2 |
 LE0499| CL8623 GREENCASTLE RM 2                     33.982 METERS 34644     |
 LE0499|---------------------------------------------------------------------|
 LE0499
 LE0499                          SUPERSEDED SURVEY CONTROL
 LE0499
 LE0499  NAD 83(1997)-  40 15 32.08900(N)    092 52 44.27024(W) AD(       ) 1
 LE0499  NAD 83(1986)-  40 15 32.08980(N)    092 52 44.27547(W) AD(       ) 1
 LE0499  NAD 27      -  40 15 32.00770(N)    092 52 43.53390(W) AD(       ) 1
 LE0499  NGVD 29 (07/19/86)  319.29   (m)         1047.5    (f) LEVELING    3  
 LE0499
 LE0499.Superseded values are not recommended for survey control.
 LE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0499.See file dsdata.txt to determine how the superseded data were derived.
 LE0499
 LE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE1029356502(NAD 83)
 LE0499_MARKER: DS = TRIANGULATION STATION DISK
 LE0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0499_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0499+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2001
 LE0499
 LE0499  HISTORY     - Date     Condition        Report By
 LE0499  HISTORY     - 1934     MONUMENTED       CGS
 LE0499  HISTORY     - 1961     GOOD             USGS
 LE0499  HISTORY     - 1967     GOOD             CGS
 LE0499  HISTORY     - 20010524 GOOD             SKW
 LE0499
 LE0499                          STATION DESCRIPTION
 LE0499
 LE0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0499'THIS STATION IS LOCATED IN THE VILLAGE OF GREENCASTLE IN THE SW 1/4
 LE0499'SEC. 14, T 63 N, R 18 W.  THE MARK IS SET IN SCHOOLYARD NEAR THE SW
 LE0499'CORNER, 3 BLOCKS S OF THE MAIN STREET ROUTE 6.  IT IS 25 FEET E OF
 LE0499'THE E EDGE OF CONCRETE SIDEWALK, 50 FEET E OF THE CENTER LINE OF
 LE0499'THE ROAD, ABOUT 50 FEET NNE OF THE SW CORNER OF THE YARD, 157 FEET
 LE0499'S OF THE SW CORNER OF THE SCHOOL.  MARK IS SET FLUSH WITH SURFACE
 LE0499'OF THE GROUND.
 LE0499'
 LE0499'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN THE
 LE0499'TOPS OF A CONCRETE CYLINDERS.
 LE0499'
 LE0499'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LE0499'
 LE0499'REFERENCE MARK NO.1 IS SE OF THE STATION, ON THE S EDGE OF THE
 LE0499'SCHOOLYARD, 1-FOOT N OF FENCE LINE AND PROJECTS 3 INCHES.
 LE0499'
 LE0499'REFERENCE MARK NO.2 IS NNW OF THE STATION ON THE W EDGE OF THE
 LE0499'SCHOOLYARD, 1-FOOT E OF THE E EDGE OF THE SIDEWALK, 27 FEET E OF
 LE0499'THE CENTER LINE OF THE ROAD, 73 FEET WSW OF THE SW CORNER OF THE
 LE0499'SCHOOLHOUSE AND PROJECTS 3 INCHES.
 LE0499'
 LE0499'AZIMUTH MARK IS E OF THE STATION ON THE S EDGE OF THE RIGHT-OF-WAY
 LE0499'OF ROUTE 6, 26 FEET S OF THE CENTER LINE OF THE ROAD, ON HIGH
 LE0499'EMBANKMENT ABOUT MIDWAY UP A LONG GRADE AND PROJECTS 8 INCHES.
 LE0499'
 LE0499'LIGHTS 87 FEET ABOVE STATIONS HILL, BARTLETT, TAYLOR AND PAGE COME
 LE0499'INTO VIEW 20 FEET ABOVE THE GROUND.
 LE0499
 LE0499                          STATION RECOVERY (1961)
 LE0499
 LE0499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JSC)
 LE0499'STATION WAS RECOVERED IN GOOD CONDITION.
 LE0499'
 LE0499'AT GREENCASTLE, T 63 N, R 18 W, IN THE SE 1/4 OF SECTION 14, 3 BLOCKS
 LE0499'S OF STATE HWY 6 ON COUNTY ROAD FF, 224 FT S AND 52 FT E OF
 LE0499'CENTERLINE ROAD AT DRIVE EAST TO BAPTIST CHURCH, 110 FT SSW FROM SW
 LE0499'CORNER OF CHURCH, IN A CONCRETE POST FLUSH WITH THE GROUND, A
 LE0499'STANDARD USC AND GS TABLET STAMPED GREENCASTLE 1934.
 LE0499
 LE0499                          STATION RECOVERY (1967)
 LE0499
 LE0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0499'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 LE0499'CONDITION.  THE ORIGINAL SCHOOL BUILDING IS NOW BEING USED FOR A
 LE0499'BAPTIST CHURCH.  THE STATION IS 224 FEET SOUTH AND 52 FEET EAST OF
 LE0499'THE CENTER OF THE INTERSECTION LEADING TO THE CHURCH, 110 FEET
 LE0499'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH AND 3 FEET
 LE0499'SOUTH OF A LINE WITH AN EAST-WEST ROW OF SMALL TREES.  THE MARK IS
 LE0499'FLUSH.  THE AZIMUTH MARK WAS NOT RECOVERED AND HAS PROBABLY
 LE0499'BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  A NEW AZIMUTH MARK
 LE0499'COULD NOT BE ESTABLISHED AT THIS TIME AS NO OBJECTS WERE VISIBLE
 LE0499'FROM THE GROUND.
 LE0499'
 LE0499'THE STATION IS 0.2 MILE SOUTH ALONG COUNTY ROUTE FF FROM ITS JUNCTION
 LE0499'WITH STATE HIGHWAY 6 IN CREENCASTLE.
 LE0499'
 LE0499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREENCASTLE.
 LE0499
 LE0499                          STATION RECOVERY (2001)
 LE0499
 LE0499'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 LE0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1370 ***********************************************************************
 HD1370  DESIGNATION -  GREENFIELD
 HD1370  PID         -  HD1370
 HD1370  STATE/COUNTY-  MO/DADE
 HD1370  USGS QUAD   -  GREENFIELD (1981)
 HD1370
 HD1370                         *CURRENT SURVEY CONTROL
 HD1370  ___________________________________________________________________
 HD1370* NAD 83(1997)-  37 25 25.88473(N)    093 50 13.87909(W)     ADJUSTED  
 HD1370* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 HD1370  ___________________________________________________________________
 HD1370  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HD1370  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 HD1370
 HD1370  HORZ ORDER  -  FIRST
 HD1370
 HD1370.The horizontal coordinates were established by classical geodetic methods
 HD1370.and adjusted by the National Geodetic Survey in February 2000..
 HD1370
 HD1370.The orthometric height was scaled from a topographic map.
 HD1370
 HD1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1370
 HD1370.The geoid height was determined by GEOID03.
 HD1370
 HD1370;                    North         East     Units Scale Factor Converg.
 HD1370;SPC MO W     -   139,713.213   908,665.745   MT  0.99998356   +0 24 10.1
 HD1370;UTM  15      - 4,142,222.768   425,925.063   MT  0.99966759   -0 30 31.6
 HD1370
 HD1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1370!SPC MO W     -   0.99995185  x   0.99998356  =   0.99993542
 HD1370!UTM  15      -   0.99995185  x   0.99966759  =   0.99961946
 HD1370
 HD1370|---------------------------------------------------------------------|
 HD1370| PID    Reference Object                     Distance      Geod. Az  |
 HD1370|                                                           dddmmss.s |
 HD1370| CN6307 GREENFIELD RM 1                      21.819 METERS 05733     |
 HD1370| CN6306 GREENFIELD AZ MK                                   1081600.0 |
 HD1370| CN6308 GREENFIELD RM 2                      22.089 METERS 12653     |
 HD1370| HD1340 EVERTON RADIO STA KAJ 71 TWR        APPROX.18.0 KM 1364924.0 |
 HD1370| HD1371 GREENFIELD MUNICIPAL TANK           APPROX. 1.1 KM 1964045.2 |
 HD1370|---------------------------------------------------------------------|
 HD1370
 HD1370                          SUPERSEDED SURVEY CONTROL
 HD1370
 HD1370  NAD 83(1997)-  37 25 25.88535(N)    093 50 13.87939(W) AD(       ) 1
 HD1370  NAD 83(1997)-  37 25 25.89584(N)    093 50 13.87983(W) AD(       ) 1
 HD1370  NAD 83(1986)-  37 25 25.89721(N)    093 50 13.87785(W) AD(       ) 1
 HD1370  NAD 27      -  37 25 25.73070(N)    093 50 13.11620(W) AD(       ) 1
 HD1370
 HD1370.Superseded values are not recommended for survey control.
 HD1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1370.See file dsdata.txt to determine how the superseded data were derived.
 HD1370
 HD1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB2592542223(NAD 83)
 HD1370_MARKER: DS = TRIANGULATION STATION DISK
 HD1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1370
 HD1370  HISTORY     - Date     Condition        Report By
 HD1370  HISTORY     - 1959     MONUMENTED       CGS
 HD1370  HISTORY     - 1960     GOOD             CGS
 HD1370
 HD1370                          STATION DESCRIPTION
 HD1370
 HD1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1370'THE STATION IS IN THE NORTHEAST EDGE OF GREENFIELD, IN THE
 HD1370'SOUTHWEST 1/4 OF SECTION 18, T. 31 N., R. 26 W. AND ON ROAD
 HD1370'RIGHT-OF-WAY.  IT IS 73 FEET EAST OF THE NORTHWEST CORNER OF MR.
 HD1370'J.A. SPANKS HOUSE, 68 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 HD1370'THE HOUSE, AND 32 FEET WEST OF THE CENTERLINE OF COUNTY ROAD H.
 HD1370'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GREENFIELD 1959.
 HD1370'
 HD1370'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND
 HD1370'STATE HIGHWAY 39 IN GREENFIELD, GO EAST ON HIGHWAY 160 FOR 0.5
 HD1370'MILE TO A CROSSROAD (COUNTY ROAD H).  TURN LEFT AND GO NORTH ON
 HD1370'ROAD H FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 HD1370'
 HD1370'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 HD1370'ROAD H FOR 0.1 MILE TO THE JUNCTION WITH HIGHWAY 160.  TURN LEFT
 HD1370'AND GO EAST ON HIGHWAY 160 FOR 0.5 MILE TO THE AZIMUTH MARK ON
 HD1370'THE LEFT AS DESCRIBED.
 HD1370'
 HD1370'REFERENCE MARK 1 IS 27 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 HD1370'H, 26 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF A FENCE AND 1
 HD1370'FOOT SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND
 HD1370'THE DISK IS STAMPED GREENFIELD NO 1 1959.
 HD1370'
 HD1370'REFERENCE MARK 2 IS 97 FEET EAST OF THE SOUTHEAST CORNER OF MR.
 HD1370'SPANKS HOUSE, 28 FEET EAST OF THE CENTERLINE OF COUNTY ROAD H AND
 HD1370'1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND
 HD1370'THE DISK IS STAMPED GREENFIELD NO 2 1959.
 HD1370'
 HD1370'THE AZIMUTH MARK IS 88 FEET SOUTHEAST CORNER OF A WHITE HOUSE,
 HD1370'46 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 160, 29 FEET
 HD1370'NORTHEAST OF THE NORTH END OF A CULVERT, 2 FEET SOUTHWEST OF A
 HD1370'WITNESS POST AND 1 FOOT SOUTH OF A POWER POLE.  THE MONUMENT
 HD1370'PROJECTS 4 INCHES AND THE DISK IS STAMPED GREENFIELD 1959.
 HD1370'
 HD1370'R.M. 1 TO R.M. 2 IS 81.94 FT. 24.977 M.
 HD1370'
 HD1370'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1370
 HD1370                          STATION RECOVERY (1960)
 HD1370
 HD1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1370'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HD1370'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HD1370'THE DIRECTIONS TO REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HD1370'AND THE AZIMUTH MARK WERE VERIFIED.  THE DISTANCE TO REFERENCE
 HD1370'MARK NO. 1 WAS FOUND TO BE .02 FOOT LONGER THAN PREVIOUSLY
 HD1370'MEASURED.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE
 HD1370'.02 FOOT SHORTER THAN PREVIOUSLYU MEASURED.  THE DESCRIPTION IS
 HD1370'ADEQUATE.
 HD1370'
 HD1370'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HD1370'
 HD1370'77 FT. TOWER WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1371 ***********************************************************************
 HD1371  DESIGNATION -  GREENFIELD MUNICIPAL TANK
 HD1371  PID         -  HD1371
 HD1371  STATE/COUNTY-  MO/DADE
 HD1371  USGS QUAD   -  GREENFIELD (1981)
 HD1371
 HD1371                         *CURRENT SURVEY CONTROL
 HD1371  ___________________________________________________________________
 HD1371* NAD 83(1997)-  37 24 51.21307(N)    093 50 26.90281(W)     ADJUSTED  
 HD1371* NAVD 88     -                                                        
 HD1371  ___________________________________________________________________
 HD1371  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HD1371  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HD1371
 HD1371  HORZ ORDER  -  THIRD
 HD1371
 HD1371.The horizontal coordinates were established by classical geodetic methods
 HD1371.and adjusted by the National Geodetic Survey in February 2000..
 HD1371
 HD1371
 HD1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1371
 HD1371.The geoid height was determined by GEOID03.
 HD1371
 HD1371;                    North         East     Units Scale Factor Converg.
 HD1371;SPC MO W     -   138,642.109   908,353.010   MT  0.99998310   +0 24 01.9
 HD1371;UTM  15      - 4,141,157.111   425,595.432   MT  0.99966819   -0 30 39.1
 HD1371
 HD1371                          SUPERSEDED SURVEY CONTROL
 HD1371
 HD1371  NAD 83(1997)-  37 24 51.21367(N)    093 50 26.90309(W) AD(       ) 4
 HD1371  NAD 83(1997)-  37 24 51.22429(N)    093 50 26.90346(W) AD(       ) 4
 HD1371  NAD 83(1986)-  37 24 51.22588(N)    093 50 26.90160(W) AD(       ) 4
 HD1371  NAD 27      -  37 24 51.05700(N)    093 50 26.14300(W) AD(       ) 3
 HD1371
 HD1371.Superseded values are not recommended for survey control.
 HD1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1371.See file dsdata.txt to determine how the superseded data were derived.
 HD1371
 HD1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB2559541157(NAD 83)
 HD1371_MARKER: 53 = ELEVATED TANK
 HD1371
 HD1371  HISTORY     - Date     Condition        Report By
 HD1371  HISTORY     - 1939     FIRST OBSERVED   CGS
 HD1371  HISTORY     - 1959     GOOD             CGS
 HD1371  HISTORY     - 1960     GOOD             CGS
 HD1371
 HD1371                          STATION DESCRIPTION
 HD1371
 HD1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1371'FINIAL OF THE MUNICIPAL ALUMINUM-PAINTED STEEL WATER TANK
 HD1371'APPROXIMATELY 150 FEET HIGH, SITUATED IN THE NORTH PART OF
 HD1371'GREENFIELD.  IT WAS OBSERVED UPON FROM ARCOLA AND FILLEY.
 HD1371
 HD1371                          STATION RECOVERY (1959)
 HD1371
 HD1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1371'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 HD1371
 HD1371                          STATION RECOVERY (1960)
 HD1371
 HD1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1371'THE STATION WAS RECOVERED AND FOUND TO BE NEARER 125 FEET HIGH
 HD1371'THAN 150 FEET.  IT IS IN THE CENTRAL PART OF TOWN OF GREENFIELD,
 HD1371'ONE BLOCK SOUTH OF THE DADE COUNTY COURTHOUSE, 1/2 BLOCK EAST OF
 HD1371'MAIN STREET AND 1/2 BLOCK WEST OF THE POST OFFICE.  THE TANK IS
 HD1371'SUPPORTED BY FOUR LEGS AND THE ENTIRE STRUCTURE IS PAINTED
 HD1371'SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1009 ***********************************************************************
 KD1009  DESIGNATION -  GREENLEE
 KD1009  PID         -  KD1009
 KD1009  STATE/COUNTY-  MO/SHELBY
 KD1009  USGS QUAD   -  BETHEL (1964)
 KD1009
 KD1009                         *CURRENT SURVEY CONTROL
 KD1009  ___________________________________________________________________
 KD1009* NAD 83(1997)-  39 55 25.34970(N)    092 06 44.30232(W)     ADJUSTED  
 KD1009* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 KD1009  ___________________________________________________________________
 KD1009  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 KD1009  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD1009
 KD1009  HORZ ORDER  -  FIRST
 KD1009
 KD1009.The horizontal coordinates were established by classical geodetic methods
 KD1009.and adjusted by the National Geodetic Survey in February 2000..
 KD1009
 KD1009.The orthometric height was scaled from a topographic map.
 KD1009
 KD1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1009
 KD1009.The geoid height was determined by GEOID03.
 KD1009
 KD1009;                    North         East     Units Scale Factor Converg.
 KD1009;SPC MO C     -   454,049.991   533,141.319   MT  0.99994685   +0 14 55.7
 KD1009;UTM  15      - 4,419,666.782   575,858.078   MT  0.99967084   +0 34 11.0
 KD1009
 KD1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1009!SPC MO C     -   0.99996647  x   0.99994685  =   0.99991332
 KD1009!UTM  15      -   0.99996647  x   0.99967084  =   0.99963732
 KD1009
 KD1009|---------------------------------------------------------------------|
 KD1009| PID    Reference Object                     Distance      Geod. Az  |
 KD1009|                                                           dddmmss.s |
 KD1009| CL8625 GREENLEE RM 1                        28.535 METERS 07825     |
 KD1009| KD1011 SHELBYVILLE SHELBY CO CTHSE         APPROX.14.4 KM 1545425.8 |
 KD1009| CL8626 GREENLEE RM 2                        35.601 METERS 18139     |
 KD1009| CL8624 GREENLEE AZ MK                                     2752118.0 |
 KD1009|---------------------------------------------------------------------|
 KD1009
 KD1009                          SUPERSEDED SURVEY CONTROL
 KD1009
 KD1009  NAD 83(1997)-  39 55 25.35128(N)    092 06 44.31056(W) AD(       ) 1
 KD1009  NAD 83(1997)-  39 55 25.35080(N)    092 06 44.31088(W) AD(       ) 1
 KD1009  NAD 83(1986)-  39 55 25.35550(N)    092 06 44.31212(W) AD(       ) 1
 KD1009  NAD 27      -  39 55 25.21770(N)    092 06 43.67260(W) AD(       ) 1
 KD1009
 KD1009.Superseded values are not recommended for survey control.
 KD1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1009.See file dsdata.txt to determine how the superseded data were derived.
 KD1009
 KD1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE7585819667(NAD 83)
 KD1009_MARKER: DS = TRIANGULATION STATION DISK
 KD1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1009
 KD1009  HISTORY     - Date     Condition        Report By
 KD1009  HISTORY     - 1934     MONUMENTED       CGS
 KD1009  HISTORY     - 1962     MARK NOT FOUND   USGS
 KD1009  HISTORY     - 1964     MARK NOT FOUND   USGS
 KD1009  HISTORY     - 1966     MARK NOT FOUND   CGS
 KD1009
 KD1009                          STATION DESCRIPTION
 KD1009
 KD1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1009'STATION IS ABOUT 2-1/4 MILES NNW OF THE CROSSROADS VILLAGE OF
 KD1009'EPWORTH, IN THE N 1/2 SEC. 15, T 59 N, R 11 W, ON LAND OWNED BY A
 KD1009'MR. GREENLEE.  THE MARK IS IN A N-S FENCE LINE, 23 FEET S
 KD1009'OF A FENCE CORNER, 44 FEET S OF THE CENTER LINE OF THE E-W
 KD1009'ROAD PAST THE STATION, OPPOSITE A FARM DRIVEWAY N, AND PROJECTS 3
 KD1009'INCHES.
 KD1009'
 KD1009'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KD1009'BRONZE DISKS SET IN CONCRETE.
 KD1009'
 KD1009'REFERENCE MARK NO. 1 IS ENE OF THE STATION, IN THE S
 KD1009'RIGHT-OF-WAY FENCE OF THE ROAD, 165.59 FEET NE OF REFERENCE MARK
 KD1009'NO. 2, AND PROJECTS 6 INCHES.
 KD1009'
 KD1009'REFERENCE MARK NO.2 IS S OF THE STATION, IN THE N-S FENCE LINE,
 KD1009'AND PROJECTS 6 INCHES.
 KD1009'
 KD1009'THE AZIMUTH MARK IS W OF THE STATION, IN THE NE ANGLE OF A T-ROAD
 KD1009'INTERSECTION, IN THE E RIGHT-OF-WAY FENCE OF THE N-S ROAD,
 KD1009'63 FEET N OF THE CENTER LINE OF THE E-W ROAD, AND PROJECTS
 KD1009'3 INCHES.
 KD1009'
 KD1009'TO REACH FROM EPWORTH, GO N 2 MILES, THEN W 1 MILE TO THE
 KD1009'STATION.
 KD1009'
 KD1009'ALL LIGHTS CAME INTO VIEW AT 40 FEET.
 KD1009
 KD1009                          STATION RECOVERY (1962)
 KD1009
 KD1009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 KD1009'THE AREA IS NOW UNDER CULTIVATION.  THE ONLY MARK RECOVERED
 KD1009'WAS THE AZIMUTH MARK AND IT HAS BEEN TIPPED TO ONE SIDE SLIGHTLY.
 KD1009
 KD1009                          STATION RECOVERY (1964)
 KD1009
 KD1009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KD1009'STATION HAS BEEN DESTROYED.  MARKER WAS FOUND LYING ON GROUND.
 KD1009'RM 1 AND 2 WERE NOT FOUND.  LOCAL LAND OWNER REPORTED HE SAW
 KD1009'ONE RM LYING IN A DITCH.  AZIMUTH MARK IS OK AND A VERTICAL
 KD1009'POSITION WAS ESTABLISHED ON IT BY USGS IN 1962.
 KD1009
 KD1009                          STATION RECOVERY (1966)
 KD1009
 KD1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1009'A THOROUGH SEARCH WAS MADE TRYING TO RECOVER THE STATION MARK,
 KD1009'REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2, BUT THE MARKS
 KD1009'WERE NOT FOUND.  THE STATION IS NOW IN A CULTIVATED FIELD
 KD1009'AND IT WAS ASSUMED THE MARKS HAVE BEEN DESTROYED.  THE
 KD1009'UNDERGROUND MARK IS PROBABLY STILL IN PLACE.
 KD1009'
 KD1009'THE AZIMUTH MARK WAS RECOVERED BUT THE MARK WAS TIPPED SLIGHTLY
 KD1009'BY ROAD EQUIPMENT.
 KD1009'
 KD1009'THIS STATION SHOULD BE CONSIDER DESTROYED.
 KD1009'
 KD1009'AIRLINE DISTANCE AND DIRECTON FROM NEAREST TOWN- 2-1/4 MILES
 KD1009'NORTH-NORTHWEST OF EPWORTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1469 ***********************************************************************
 JC1469  DESIGNATION -  GREENLY
 JC1469  PID         -  JC1469
 JC1469  STATE/COUNTY-  MO/WASHINGTON
 JC1469  USGS QUAD   -  ANTHONIES MILL (1969)
 JC1469
 JC1469                         *CURRENT SURVEY CONTROL
 JC1469  ___________________________________________________________________
 JC1469* NAD 83(1997)-  38 04 49.87681(N)    091 02 13.70335(W)     ADJUSTED  
 JC1469* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 JC1469  ___________________________________________________________________
 JC1469  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 JC1469  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 JC1469
 JC1469  HORZ ORDER  -  SECOND
 JC1469
 JC1469.The horizontal coordinates were established by classical geodetic methods
 JC1469.and adjusted by the National Geodetic Survey in February 2000..
 JC1469
 JC1469.The orthometric height was scaled from a topographic map.
 JC1469
 JC1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1469
 JC1469.The geoid height was determined by GEOID03.
 JC1469
 JC1469;                    North         East     Units Scale Factor Converg.
 JC1469;SPC MO E     -   249,505.518   202,876.295   MT  0.99996067   -0 19 52.7
 JC1469;UTM  15      - 4,216,568.248   672,153.413   MT  0.99996502   +1 12 39.3
 JC1469
 JC1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1469!SPC MO E     -   0.99995262  x   0.99996067  =   0.99991330
 JC1469!UTM  15      -   0.99995262  x   0.99996502  =   0.99991764
 JC1469
 JC1469|---------------------------------------------------------------------|
 JC1469| PID    Reference Object                     Distance      Geod. Az  |
 JC1469|                                                           dddmmss.s |
 JC1469| CN6310 GREENLY RM 1                         25.392 METERS 00645     |
 JC1469| JC1470 GREENLY LOOKOUT TOWER                13.252 METERS 17121     |
 JC1469| CN6311 GREENLY RM 2                         26.758 METERS 26859     |
 JC1469| JC1486 LEASBURG LOOKOUT TOWER              APPROX.22.1 KM 2721033.6 |
 JC1469| CN6309 GREENLY AZ MK                                      3065009.3 |
 JC1469|---------------------------------------------------------------------|
 JC1469
 JC1469                          SUPERSEDED SURVEY CONTROL
 JC1469
 JC1469  NAD 83(1997)-  38 04 49.88613(N)    091 02 13.70144(W) AD(       ) 2
 JC1469  NAD 83(1986)-  38 04 49.89132(N)    091 02 13.70108(W) AD(       ) 2
 JC1469  NAD 27      -  38 04 49.72100(N)    091 02 13.20100(W) AD(       ) 2
 JC1469
 JC1469.Superseded values are not recommended for survey control.
 JC1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1469.See file dsdata.txt to determine how the superseded data were derived.
 JC1469
 JC1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7215316568(NAD 83)
 JC1469_MARKER: DS = TRIANGULATION STATION DISK
 JC1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1469_STAMPING: GREENLY 1956
 JC1469_MARK LOGO: CGS   
 JC1469_PROJECTION: FLUSH
 JC1469_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1469+STABILITY: SURFACE MOTION
 JC1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC1469+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1995
 JC1469
 JC1469  HISTORY     - Date     Condition        Report By
 JC1469  HISTORY     - 1956     MONUMENTED       CGS
 JC1469  HISTORY     - 19951004 GOOD             MODNR
 JC1469
 JC1469                          STATION DESCRIPTION
 JC1469
 JC1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1469'THE STATION IS LOCATED AIRLINE, ABOUT 17-1/2 MILES NORTHWEST OF
 JC1469'POTOSI AND ABOUT 11-1/2 MILES SOUTHEAST OF SULLIVAN ALONG THE
 JC1469'SOUTH SIDE OF STATE ROUTE N NEAR THE GREENLY FIRE LOOKOUT TOWER.
 JC1469'
 JC1469'THE STATION IS A STANDARD DISK STAMPED GREENLY 1956 SET IN TOP
 JC1469'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 JC1469'INCHES ABOVE THE GROUND.  IT IS 22 FEET EAST OF THE EAST EDGE
 JC1469'OF THE SIDEWALK AND 120 FEET SOUTH OF THE SOUTH EDGE OF THE
 JC1469'PARKING AREA.
 JC1469'
 JC1469'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GREENLY NO
 JC1469'1 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JC1469'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 JC1469'SAME ELEVATION AS THE STATION.  IT IS 24 FEET EAST OF THE EAST
 JC1469'EDGE OF THE SIDEWALK AND 28 FEET SOUTH OF THE SOUTH EDGE OF THE
 JC1469'PARKING AREA.
 JC1469'
 JC1469'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GREENLY
 JC1469'NO 2 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JC1469'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT
 JC1469'LOWER THAN THE STATION.  IT IS 69 FEET WEST OF THE WEST EDGE OF
 JC1469'THE SIDEWALK.
 JC1469'
 JC1469'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREENLY 1956 SET IN
 JC1469'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JC1469'4 INCHES ABOVE THE GROUND.  IT IS 4 FEET NORTHEAST OF A SMALL
 JC1469'OAK TREE WITH A TRIANGULAR BLAZE AND 25 FEET NORTH OF THE
 JC1469'CENTER LINE OF STATE ROUTE N.
 JC1469'
 JC1469'GREENLY FIRE LOOKOUT TOWER WHICH IS UNDER THE JURISDICTION OF THE
 JC1469'STATE IS AN 8-FOOT SQUARE WOODEN BUILDING SET ON THE TOP OF
 JC1469'A TOWER WHICH IS CONSTRUCTED OF WOOD, HAS A 16 FOOT SQUARE BASE
 JC1469'AND IS ABOUT 70 FEET HIGH.  THE BUILDING IS PAINTED WHITE WITH
 JC1469'A GREEN ROOF.  THE CENTER OF THE TOWER WAS THE POINT OF
 JC1469'INTERSECTION.
 JC1469'
 JC1469'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 JC1469'ON STATE ROUTE N FOR 0.25 MILE TO A SMALL OAK TREE WITH A
 JC1469'TRIANGULAR BLAZE ON THE RIGHT, NORTH SIDE AND THE AZIMUTH MARK.
 JC1469'
 JC1469'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 JC1469'STATE HIGHWAY 21 AND 8 IN POTOSI, GO NORTHWEST ON STATE
 JC1469'HIGHWAY 8 FOR 0.5 MILE, TAKE THE RIGHT FORK AND FOLLOW STATE
 JC1469'HIGHWAY 114 NORTHWESTERLY FOR 9.8 MILES TO THE END OF THE PAVED
 JC1469'ROAD, CONTINUE NORTHWESTERLY ON THE HIGHWAY WHICH IS NOW A
 JC1469'GRAVELED ROAD FOR 6.8 MILES.  TURN LEFT, SOUTH-WESTERLY AND
 JC1469'FOLLOW STATE ROUTE N FOR 2.6 MILES TO THE GREENLY FIRE LOOKOUT
 JC1469'TOWER ON THE LEFT, SOUTH SIDE AND THE STATION.
 JC1469
 JC1469                          STATION RECOVERY (1995)
 JC1469
 JC1469'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (JMF)
 JC1469'THE STATION AND THE RMS ARE IN A DENSE WOODED AREA.  THE LOOKOUT TOWER
 JC1469'IS GONE, THE FOOTING IS STILL IN PLACE.  THE PARKING AREA (NEXT TO THE
 JC1469'HIGHWAY ) IS NOW A GRASSY AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1470 ***********************************************************************
 JC1470  DESIGNATION -  GREENLY LOOKOUT TOWER
 JC1470  PID         -  JC1470
 JC1470  STATE/COUNTY-  MO/WASHINGTON
 JC1470  USGS QUAD   -  ANTHONIES MILL (1969)
 JC1470
 JC1470                         *CURRENT SURVEY CONTROL
 JC1470  ___________________________________________________________________
 JC1470* NAD 83(1997)-  38 04 49.45190(N)    091 02 13.62155(W)     ADJUSTED  
 JC1470* NAVD 88     -                                                        
 JC1470  ___________________________________________________________________
 JC1470  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 JC1470  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 JC1470
 JC1470  HORZ ORDER  -  THIRD
 JC1470
 JC1470.The horizontal coordinates were established by classical geodetic methods
 JC1470.and adjusted by the National Geodetic Survey in February 2000..
 JC1470
 JC1470
 JC1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1470
 JC1470.The geoid height was determined by GEOID03.
 JC1470
 JC1470;                    North         East     Units Scale Factor Converg.
 JC1470;SPC MO E     -   249,492.406   202,878.212   MT  0.99996067   -0 19 52.6
 JC1470;UTM  15      - 4,216,555.193   672,155.683   MT  0.99996503   +1 12 39.4
 JC1470
 JC1470                          SUPERSEDED SURVEY CONTROL
 JC1470
 JC1470  NAD 83(1997)-  38 04 49.46122(N)    091 02 13.61964(W) AD(       ) 4
 JC1470  NAD 83(1986)-  38 04 49.46640(N)    091 02 13.61952(W) AD(       ) 4
 JC1470  NAD 27      -  38 04 49.29600(N)    091 02 13.11900(W) AD(       ) 3
 JC1470
 JC1470.Superseded values are not recommended for survey control.
 JC1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1470.See file dsdata.txt to determine how the superseded data were derived.
 JC1470
 JC1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7215616555(NAD 83)
 JC1470_MARKER: 57 = LOOKOUT TOWER
 JC1470
 JC1470  HISTORY     - Date     Condition        Report By
 JC1470  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1470
 JC1470                          STATION DESCRIPTION
 JC1470
 JC1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1470'THE STATION IS LOCATED ABOUT 17-1/2 MILES AIRLINE NORTHWEST OF
 JC1470'POTOSI, 11-1/2 MILES SOUTH SOUTHEAST OF SULLIVAN ON THE SOUTH
 JC1470'SIDE OF STATE ROUTE N.
 JC1470'
 JC1470'THE LOOKOUT TOWER IS A FOUR LEGGED WOODEN STRUCTURE WITH AN 8
 JC1470'FOOT SQUARE HOUSE ON TOP.  IT IS ABOUT 85 FEET HIGH.  IT IS
 JC1470'43.470 FEET, 13.250 METERS SOUTH SOUTHEAST OF TRIANGULATION
 JC1470'STATION GREENLY.  THE CENTER OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1262 ***********************************************************************
 KD1262  DESIGNATION -  GREENTON
 KD1262  PID         -  KD1262
 KD1262  STATE/COUNTY-  MO/LAFAYETTE
 KD1262  USGS QUAD   -  ODESSA NORTH (1978)
 KD1262
 KD1262                         *CURRENT SURVEY CONTROL
 KD1262  ___________________________________________________________________
 KD1262* NAD 83(1997)-  39 02 41.27895(N)    093 57 53.33809(W)     ADJUSTED  
 KD1262* NAVD 88     -       310.37   (+/-2cm)    1018.3    (feet)  VERTCON   
 KD1262  ___________________________________________________________________
 KD1262  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 KD1262  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1262
 KD1262  HORZ ORDER  -  SECOND
 KD1262  VERT ORDER  -  THIRD ? (See Below)
 KD1262
 KD1262.The horizontal coordinates were established by classical geodetic methods
 KD1262.and adjusted by the National Geodetic Survey in February 2000..
 KD1262
 KD1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1262.The vertical order pertains to the NGVD 29 superseded value.
 KD1262
 KD1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1262
 KD1262.The geoid height was determined by GEOID03.
 KD1262
 KD1262;                    North         East     Units Scale Factor Converg.
 KD1262;SPC MO W     -   319,558.882   896,329.219   MT  0.99996760   +0 20 13.7
 KD1262;UTM  15      - 4,322,190.924   416,506.765   MT  0.99968584   -0 36 28.1
 KD1262
 KD1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1262!SPC MO W     -   0.99995643  x   0.99996760  =   0.99992403
 KD1262!UTM  15      -   0.99995643  x   0.99968584  =   0.99964228
 KD1262
 KD1262|---------------------------------------------------------------------|
 KD1262| PID    Reference Object                     Distance      Geod. Az  |
 KD1262|                                                           dddmmss.s |
 KD1262| KD0808 GREENTON RM 3                        35.235 METERS 00816     |
 KD1262| CL8627 GREENTON RM 1                        26.895 METERS 00825     |
 KD1262| KD1269 LEXINGTON MUNICIPAL STANDPIPE       APPROX.17.8 KM 0243940.0 |
 KD1262| KD1255 LEXINGTON IMM CON CATH CHURCH       APPROX.17.5 KM 0264127.0 |
 KD1262| KD1259 MAYVIEW SERVICE PIPE RAD MAST       APPROX.11.6 KM 0744822.8 |
 KD1262| KD0665 HIGGINS                             APPROX.20.4 KM 0831807.7 |
 KD1262| KD1263 ODESSA PANHANDLE E PIPE MAST        APPROX. 3.1 KM 1632900.0 |
 KD1262| KD0810 GREENTON RM 2                        26.417 METERS 28447     |
 KD1262| KD0807 GREENTON AZ MK                                     3594209.6 |
 KD1262|---------------------------------------------------------------------|
 KD1262
 KD1262                          SUPERSEDED SURVEY CONTROL
 KD1262
 KD1262  NAD 83(1997)-  39 02 41.27954(N)    093 57 53.33918(W) AD(       ) 2
 KD1262  NAD 83(1986)-  39 02 41.28562(N)    093 57 53.33707(W) AD(       ) 2
 KD1262  NAD 27      -  39 02 41.25000(N)    093 57 52.54235(W) AD(       ) 2
 KD1262  NGVD 29 (07/19/86)  310.27   (m)         1017.9    (f) LEVELING    3  
 KD1262
 KD1262.Superseded values are not recommended for survey control.
 KD1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1262.See file dsdata.txt to determine how the superseded data were derived.
 KD1262
 KD1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1650722191(NAD 83)
 KD1262_MARKER: DS = TRIANGULATION STATION DISK
 KD1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1262
 KD1262  HISTORY     - Date     Condition        Report By
 KD1262  HISTORY     - 1949     MONUMENTED       CGS
 KD1262  HISTORY     - 1961     POOR             CGS
 KD1262  HISTORY     - 1962     GOOD             CGS
 KD1262  HISTORY     - 1963     GOOD             USAF
 KD1262
 KD1262                          STATION DESCRIPTION
 KD1262
 KD1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1262'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF ODESSA AND 0.4
 KD1262'MILE SOUTH OF THE GREENTON CHURCH ON LAND OWNED AND OCCUPIED BY
 KD1262'MR. JAMES ASHCRAFT.  IT IS 59 FEET SOUTHWEST OF TRIANGULAR BLAZED
 KD1262'TELEPHONE POLE, 29 FEET WEST OF THE CENTER OF ROAD, 10 FEET
 KD1262'WEST OF NORTH-SOUTH FENCE LINE AND 9 FEET WEST OF WITNESS POST.
 KD1262'IT IS STAMPED GREENTON 1949 AND SET FLUSH WITH THE SURFACE OF
 KD1262'THE GROUND.
 KD1262'
 KD1262'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 50 FEET WEST OF
 KD1262'THE CENTER OF ROAD AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.
 KD1262'IT IS STAMPED GREENTON NO 1 1949 AND PROJECTS 2 INCHES.
 KD1262'
 KD1262'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 94
 KD1262'FEET WEST OF NORTH-SOUTH FENCE LINE AND 8 FEET SOUTH-SOUTHEAST
 KD1262'OF POWER LINE POLE.  IT IS STAMPED GREENTON NO 2 1949 AND PROJECTS
 KD1262'4 INCHES.
 KD1262'
 KD1262'THE AZIMUTH MARK IS NORTH OF THE STATION, 30 FEET NORTH
 KD1262'OF THE CENTER OF ROAD, 8.5 FEET WEST OF THE WEST END OF GATE INTO
 KD1262'CEMETERY, 3 FEET EAST OF WITNESS POST AND 1 FOOT SOUTH OF
 KD1262'EAST-WEST FENCE LINE.  IT IS STAMPED GREENTON 1949 AND PROJECTS 3
 KD1262'INCHES.
 KD1262'
 KD1262'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40
 KD1262'AND STATE HIGHWAY 131 IN ODESSA, GO WEST ON U.S. HIGHWAY 40
 KD1262'AND STATE HIGHWAY 131 FOR 0.7 MILE TO JUNCTION WHERE STATE
 KD1262'HIGHWAY 131 TURNS RIGHT, TURN RIGHT AND GO NORTH ON STATE
 KD1262'HIGHWAY 131 FOR 3.1 MILES TO T-ROAD RIGHT, TURN RIGHT AND GO EAST
 KD1262'FOR 0.7 MILES TO GATE INTO CEMETERY ON THE LEFT AND AZIMUTH
 KD1262'MARK JUST WEST AS DESCRIBED, CONTINUE EAST FOR 0.05 MILE
 KD1262'TO T-INTERSECTION, TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO
 KD1262'TRIANGULAR BLAZED TELEPHONE POLE ON THE LEFT AND STATION
 KD1262'SOUTHWEST AS DESCRIBED.
 KD1262'
 KD1262'AN 87 FOOT SIGNAL AT STATION CAMPBELL IS VISIBLE AT 37 FEET.
 KD1262'
 KD1262'A 4 FOOT SIGNAL AT STATION CAMDEN IS VISIBLE AT 37 FEET.
 KD1262'
 KD1262'AN 87 FOOT SIGNAL AT STATION RICHMOND IS VISIBLE AT 37 FEET.
 KD1262'
 KD1262'AN 87 FOOT SIGNAL AT STATION LEX IS VISIBLE AT 64 FEET.
 KD1262'
 KD1262'AN 87 FOOT SIGNAL AT STATION HIGGINS IS VISIBLE AT 37 FEET.
 KD1262'
 KD1262'AN 87 FOOT SIGNAL AT STATION HAZEL IS VISIBLE AT 64 FEET.
 KD1262'
 KD1262'A 74 FOOT SIGNAL AT STATION ODESSA IS VISIBLE AT 20 FEET.
 KD1262'
 KD1262'AN 87 FOOT SIGNAL AT STATION CHAPEL HILL 1883 1949 IS VISIBLE AT
 KD1262'37 FEET.
 KD1262'
 KD1262'A 4 FOOT SIGNAL AT STATION OAK GROVE IS VISIBLE AT 50 FEET.
 KD1262'
 KD1262'A 4 FOOT SIGNAL AT STATION NAPOLEON IS VISIBLE AT 37 FEET.
 KD1262'
 KD1262'AN 87 FOOT SIGNAL AT STATION WELLINGTON IS VISIBLE AT 50 FEET.
 KD1262'
 KD1262'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1262
 KD1262                          STATION RECOVERY (1961)
 KD1262
 KD1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JD)
 KD1262'DISK HAS BEEN SHEAVED OFF, LEAVING ONLY PIN.  MONUMENT DOES
 KD1262'NOT APPEAR TO BE DISTRUBED.  AZIMUTH MARK FOUND IN GOOD
 KD1262'CONDITION- TREES ARE NOW OBSCURING LINE OF SIGHT TO STATION.
 KD1262'RM 2 FOUND OK.  RM 1 NOT FOUND AFTER ONLY 5 MINUTES OF SEARCHING.
 KD1262'RM 1 POSSIBLY BELOW GROUND.
 KD1262
 KD1262                          STATION RECOVERY (1962)
 KD1262
 KD1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1262'THE SUB-SURFACE STATION MARK, REFERENCE MARK NO. 2 AND THE
 KD1262'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KD1262'THE SURFACE STATION MARK DISK WAS DESTROYED, APPARENTLY HAVING
 KD1262'BEEN CHISELED OFF.  REFERENCE MARK NO. 1 WAS DESTROYED.  THE
 KD1262'DIRECTIONS TO REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 KD1262'WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND
 KD1262'TO BE .05 FOOT LESS THAN THE PREVIOUS MEASUREMENT.
 KD1262'
 KD1262'A NEW SURFACE STATION MARK WAS PLUMBED OVER THE UNDERGROUND
 KD1262'MARK AND REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.
 KD1262'
 KD1262'FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 KD1262'
 KD1262'THE STATION IS 7-1/4 MILES WEST OF MAYVIEW AND 3-1/4 MILES
 KD1262'NORTH OF ODESSA, IN THE SOUTHEAST QUARTER OF SECTION 14, R 28 W,
 KD1262'T 49 N, AND PROPERTY OWNED BY MR. JAMES ASHCRAFT.
 KD1262'
 KD1262'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 KD1262'131 AND U.S. HIGHWAY 40 AT THE NORTH EDGE OF ODESSA, GO WEST
 KD1262'ON HIGHWAYS 131 AND 40 FOR 0.8 MILE TO WHERE STATE HIGHWAY
 KD1262'131 TURNS TO THE NORTH.  TURN RIGHT AND GO NORTH ON HIGHWAY
 KD1262'131 FOR 1.7 MILES TO A CROSSROAD.  CONTINUE NORTH ON HIGHWAY
 KD1262'131 FOR 1.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST
 KD1262'ON A GRADED ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 KD1262'LEFT.  CONTINUE EAST FOR 0.05 MILE TO A T-INTERSECTION.  TURN
 KD1262'RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.25 MILE TO THE
 KD1262'STATION ON THE RIGHT.
 KD1262'
 KD1262'STATION SURFACE MARK IS A STANDARD DISK STAMPED GREENTON
 KD1262'1949 1962, SET IN A SQUARE CONCRETE POST 2 INCHES BELOW THE
 KD1262'SURFACE OF THE GROUND.  IT IS 84 FEET SOUTHEAST OF A POWER
 KD1262'POLE, 27 FEET WEST OF THE CENTER OF THE DIRT ROAD, 9.5 FEET
 KD1262'WEST OF A FENCE AND 9 FEET WEST OF A METAL WITNESS POST.  THE
 KD1262'UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED GREENTON
 KD1262'1949, IS SET IN AN IRREGULAR MASS OF CONCRETE 26 INCHES
 KD1262'BELOW THE SURFACE OF THE GROUND.
 KD1262'
 KD1262'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GREENTON NO 2
 KD1262'1949, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KD1262'IT IS 94.5 FEET WEST OF THE FENCE AND 8 FEET SOUTH OF THE
 KD1262'POWER POLE.  MEASURED PULLING 5 KG. TAPE TENSION.
 KD1262'
 KD1262'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GREENTON NO 3
 KD1262'1949 1962, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 KD1262'SURFACE OF THE GROUND.  IT IS 131 FEET NORTHEAST OF THE
 KD1262'POWER POLE, 18 FEET WEST OF THE CENTER OF THE DIRT ROAD AND
 KD1262'6 INCHES WEST OF THE FENCE.  MEASURED PULLING 7 KG. TAPE TENSION.
 KD1262'
 KD1262'AZIMUTH MARK, A STANDARD DISK STAMPED GREENTON 1949, IS
 KD1262'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 KD1262'IT IS 33 FEET NORTH OF THE CENTER OF THE GRADED ROAD, 15.5
 KD1262'FEET WEST OF THE CENTER OF A METAL GATE, 1.5 FEET EAST OF A
 KD1262'METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 KD1262
 KD1262                          STATION RECOVERY (1963)
 KD1262
 KD1262'RECOVERY NOTE BY US AIR FORCE 1963
 KD1262'STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 KD1262'REFERENCE MARKS WERE NOT RECOVERED DUE TO SNOW COVERAGE.  A LARGE
 KD1262'TREE DIRECTLY IN LINE OF SIGHT BETWEEN STATION AND MARKS PROHIBITS
 KD1262'VISIBILITY BETWEEN THESE TWO POINTS WITH INSTRUMENT ONLY TRIPOD
 KD1262'HEIGHTS.
 KD1262'
 KD1262'THE ROUTE DESCRIPTION OF 1962 IS ADEQUATE, ALTHOUGH US HWY 40 IS
 KD1262'NOW COMBINED WITH INTERSTATE HWY 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0807 ***********************************************************************
 KD0807  DESIGNATION -  GREENTON AZ MK
 KD0807  PID         -  KD0807
 KD0807  STATE/COUNTY-  MO/LAFAYETTE
 KD0807  USGS QUAD   -  ODESSA NORTH (1978)
 KD0807
 KD0807                         *CURRENT SURVEY CONTROL
 KD0807  ___________________________________________________________________
 KD0807* NAD 83(1986)-  39 02 53.     (N)    093 57 53.     (W)     SCALED    
 KD0807* NAVD 88     -       307.594  (meters)    1009.16   (feet)  ADJUSTED  
 KD0807  ___________________________________________________________________
 KD0807  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0807  DYNAMIC HT  -         307.398 (meters)    1008.52  (feet)  COMP
 KD0807  MODELED GRAV-     979,979.8   (mgal)                       NAVD 88
 KD0807
 KD0807  VERT ORDER  -  SECOND    CLASS 0
 KD0807
 KD0807.The horizontal coordinates were scaled from a topographic map and have
 KD0807.an estimated accuracy of +/- 6 seconds.
 KD0807
 KD0807.The orthometric height was determined by differential leveling
 KD0807.and adjusted by the National Geodetic Survey in June 1991..
 KD0807
 KD0807.The geoid height was determined by GEOID03.
 KD0807
 KD0807.The dynamic height is computed by dividing the NAVD 88
 KD0807.geopotential number by the normal gravity value computed on the
 KD0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0807.degrees latitude (g = 980.6199 gals.).
 KD0807
 KD0807.The modeled gravity was interpolated from observed gravity values.
 KD0807
 KD0807;                    North         East    Units  Estimated Accuracy
 KD0807;SPC MO W     -   319,920.      896,340.      MT  (+/- 180 meters Scaled)
 KD0807
 KD0807                          SUPERSEDED SURVEY CONTROL
 KD0807
 KD0807  NGVD 29 (??/??/92)  307.492  (m)         1008.83   (f) ADJ UNCH    2 0
 KD0807
 KD0807.Superseded values are not recommended for survey control.
 KD0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0807.See file dsdata.txt to determine how the superseded data were derived.
 KD0807
 KD0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD165225(NAD 83)
 KD0807_MARKER: DZ = AZIMUTH MARK DISK
 KD0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0807_STAMPING: GREENTON 1949
 KD0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0807+STABILITY: SURFACE MOTION
 KD0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0807+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 KD0807
 KD0807  HISTORY     - Date     Condition        Report By
 KD0807  HISTORY     - 1949     MONUMENTED       CGS
 KD0807  HISTORY     - 1962     GOOD             NGS
 KD0807  HISTORY     - 20060902 GOOD             GEOCAC
 KD0807
 KD0807                          STATION DESCRIPTION
 KD0807
 KD0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0807'5.1 MI N FROM ODESSA.
 KD0807'4.45 MILES NORTHWEST ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0807'AT ODESSA, THENCE 0.65 MILE EAST ALONG A COUNTY ROAD, 34 FEET
 KD0807'NORTH OF THE CENTERLINE OF THE ROAD, 250 FEET WEST OF A T-ROAD
 KD0807'JUNCTION, 17.6 FEET WEST OF THE CENTERLINE OF THE SOUTH ENTRANCE
 KD0807'TO GREENTON CEMETERY, 1.0 FOOT SOUTH OF A FENCE, 1.4 FEET EAST
 KD0807'OF A WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND
 KD0807'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 KD0807
 KD0807                          STATION RECOVERY (2006)
 KD0807
 KD0807'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0807'FROM STATE HWY 131 EAST ALONG GREENTON ROAD AND THE MARK ON THE LEFT.
 KD0807' 
 KD0807'HH2 N39 02 56.0 W93 57 53.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0809 ***********************************************************************
 KD0809  DESIGNATION -  GREENTON RESET
 KD0809  PID         -  KD0809
 KD0809  STATE/COUNTY-  MO/LAFAYETTE
 KD0809  USGS QUAD   -  ODESSA NORTH (1978)
 KD0809
 KD0809                         *CURRENT SURVEY CONTROL
 KD0809  ___________________________________________________________________
 KD0809* NAD 83(1986)-  39 02 45.     (N)    093 57 54.     (W)     SCALED    
 KD0809* NAVD 88     -       310.370  (meters)    1018.27   (feet)  ADJUSTED  
 KD0809  ___________________________________________________________________
 KD0809  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0809  DYNAMIC HT  -         310.171 (meters)    1017.62  (feet)  COMP
 KD0809  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 KD0809
 KD0809  VERT ORDER  -  SECOND    CLASS 0
 KD0809
 KD0809.The horizontal coordinates were scaled from a topographic map and have
 KD0809.an estimated accuracy of +/- 6 seconds.
 KD0809
 KD0809.The orthometric height was determined by differential leveling
 KD0809.and adjusted by the National Geodetic Survey in June 1991..
 KD0809
 KD0809.The geoid height was determined by GEOID03.
 KD0809
 KD0809.The dynamic height is computed by dividing the NAVD 88
 KD0809.geopotential number by the normal gravity value computed on the
 KD0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0809.degrees latitude (g = 980.6199 gals.).
 KD0809
 KD0809.The modeled gravity was interpolated from observed gravity values.
 KD0809
 KD0809;                    North         East    Units  Estimated Accuracy
 KD0809;SPC MO W     -   319,670.      896,310.      MT  (+/- 180 meters Scaled)
 KD0809
 KD0809                          SUPERSEDED SURVEY CONTROL
 KD0809
 KD0809  NGVD 29 (??/??/92)  310.267  (m)         1017.93   (f) ADJ UNCH    2 0
 KD0809
 KD0809.Superseded values are not recommended for survey control.
 KD0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0809.See file dsdata.txt to determine how the superseded data were derived.
 KD0809
 KD0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD164223(NAD 83)
 KD0809_MARKER: DS = TRIANGULATION STATION DISK
 KD0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0809_STAMPING: GREENTON 1949 RESET 1962
 KD0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0809+STABILITY: SURFACE MOTION
 KD0809
 KD0809  HISTORY     - Date     Condition        Report By
 KD0809  HISTORY     - 1962     MONUMENTED       CGS
 KD0809
 KD0809                          STATION DESCRIPTION
 KD0809
 KD0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0809'5.4 MI N FROM ODESSA.
 KD0809'4.45 MILES NORTHWEST ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0809'AT ODESSA, THENCE 0.7 MILE EAST ALONG A COUNTY ROAD, THENCE 0.3
 KD0809'MILE SOUTH ALONG A COUNTY ROAD, AT THE CREST OF A SMALL HILL, 28
 KD0809'FEET WEST OF THE CENTERLINE OF THE ROAD, 114.0 FEET
 KD0809'SOUTH-SOUTHWEST OF R.M. 3, 87.0 FEET EAST-SOUTHEAST OF R.M. 2,
 KD0809'9.6 FEET WEST OF A FENCE, 9.0 FEET WEST OF A WITNESS POST, AND
 KD0809'SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0810 ***********************************************************************
 KD0810  DESIGNATION -  GREENTON RM 2
 KD0810  PID         -  KD0810
 KD0810  STATE/COUNTY-  MO/LAFAYETTE
 KD0810  USGS QUAD   -  ODESSA NORTH (1978)
 KD0810
 KD0810                         *CURRENT SURVEY CONTROL
 KD0810  ___________________________________________________________________
 KD0810* NAD 83(1986)-  39 02 41.     (N)    093 57 53.     (W)     SCALED    
 KD0810* NAVD 88     -       308.975  (meters)    1013.70   (feet)  ADJUSTED  
 KD0810  ___________________________________________________________________
 KD0810  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0810  DYNAMIC HT  -         308.777 (meters)    1013.05  (feet)  COMP
 KD0810  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 KD0810
 KD0810  VERT ORDER  -  SECOND    CLASS 0
 KD0810
 KD0810.The horizontal coordinates were scaled from a topographic map and have
 KD0810.an estimated accuracy of +/- 6 seconds.
 KD0810
 KD0810.The orthometric height was determined by differential leveling
 KD0810.and adjusted by the National Geodetic Survey in June 1991..
 KD0810
 KD0810.The geoid height was determined by GEOID03.
 KD0810
 KD0810.The dynamic height is computed by dividing the NAVD 88
 KD0810.geopotential number by the normal gravity value computed on the
 KD0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0810.degrees latitude (g = 980.6199 gals.).
 KD0810
 KD0810.The modeled gravity was interpolated from observed gravity values.
 KD0810
 KD0810;                    North         East    Units  Estimated Accuracy
 KD0810;SPC MO W     -   319,550.      896,340.      MT  (+/- 180 meters Scaled)
 KD0810
 KD0810                          SUPERSEDED SURVEY CONTROL
 KD0810
 KD0810  NGVD 29 (??/??/92)  308.872  (m)         1013.36   (f) ADJ UNCH    2 0
 KD0810
 KD0810.Superseded values are not recommended for survey control.
 KD0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0810.See file dsdata.txt to determine how the superseded data were derived.
 KD0810
 KD0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD165221(NAD 83)
 KD0810_MARKER: DR = REFERENCE MARK DISK
 KD0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0810_STAMPING: GREENTON NO 2 1949
 KD0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0810+STABILITY: SURFACE MOTION
 KD0810
 KD0810  HISTORY     - Date     Condition        Report By
 KD0810  HISTORY     - 1949     MONUMENTED       CGS
 KD0810  HISTORY     - 1962     GOOD             NGS
 KD0810
 KD0810                          STATION DESCRIPTION
 KD0810
 KD0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0810'5.4 MI N FROM ODESSA.
 KD0810'4.45 MILES NORTHWEST ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0810'AT ODESSA, THENCE 0.7 MILE EAST ALONG A COUNTY ROAD, THENCE 0.3
 KD0810'MILE SOUTH ALONG A COUNTY ROAD, 130.0 FEET SOUTHWEST OF R.M. 3,
 KD0810'87.0 FEET WEST-NORTHWEST OF THE STATION GREENTON 1949 RESET 1962,
 KD0810'8.4 FEET SOUTH OF A POWER POLE, AND SET IN THE TOP OF A CONCRETE
 KD0810'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0808 ***********************************************************************
 KD0808  DESIGNATION -  GREENTON RM 3
 KD0808  PID         -  KD0808
 KD0808  STATE/COUNTY-  MO/LAFAYETTE
 KD0808  USGS QUAD   -  ODESSA NORTH (1978)
 KD0808
 KD0808                         *CURRENT SURVEY CONTROL
 KD0808  ___________________________________________________________________
 KD0808* NAD 83(1986)-  39 02 41.     (N)    093 57 53.     (W)     SCALED    
 KD0808* NAVD 88     -       309.563  (meters)    1015.62   (feet)  ADJUSTED  
 KD0808  ___________________________________________________________________
 KD0808  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0808  DYNAMIC HT  -         309.365 (meters)    1014.98  (feet)  COMP
 KD0808  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 KD0808
 KD0808  VERT ORDER  -  SECOND    CLASS 0
 KD0808
 KD0808.The horizontal coordinates were scaled from a topographic map and have
 KD0808.an estimated accuracy of +/- 6 seconds.
 KD0808
 KD0808.The orthometric height was determined by differential leveling
 KD0808.and adjusted by the National Geodetic Survey in June 1991..
 KD0808
 KD0808.The geoid height was determined by GEOID03.
 KD0808
 KD0808.The dynamic height is computed by dividing the NAVD 88
 KD0808.geopotential number by the normal gravity value computed on the
 KD0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0808.degrees latitude (g = 980.6199 gals.).
 KD0808
 KD0808.The modeled gravity was interpolated from observed gravity values.
 KD0808
 KD0808;                    North         East    Units  Estimated Accuracy
 KD0808;SPC MO W     -   319,550.      896,340.      MT  (+/- 180 meters Scaled)
 KD0808
 KD0808                          SUPERSEDED SURVEY CONTROL
 KD0808
 KD0808  NGVD 29 (??/??/92)  309.461  (m)         1015.29   (f) ADJ UNCH    2 0
 KD0808
 KD0808.Superseded values are not recommended for survey control.
 KD0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0808.See file dsdata.txt to determine how the superseded data were derived.
 KD0808
 KD0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD165221(NAD 83)
 KD0808_MARKER: DR = REFERENCE MARK DISK
 KD0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0808_STAMPING: GREENTON NO 3 1949 RESET 1962
 KD0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0808+STABILITY: SURFACE MOTION
 KD0808
 KD0808  HISTORY     - Date     Condition        Report By
 KD0808  HISTORY     - 1962     MONUMENTED       CGS
 KD0808
 KD0808                          STATION DESCRIPTION
 KD0808
 KD0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0808'5.4 MI N FROM ODESSA.
 KD0808'4.45 MILES NORTHWEST ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0808'AT ODESSA, THENCE 0.7 MILE EAST ALONG A COUNTY ROAD, THENCE 0.3
 KD0808'MILE SOUTH ALONG A COUNTY ROAD, 130.0 FEET NORTHEAST OF R.M. 2,
 KD0808'114.0 FEET NORTH-NORTHEAST OF THE STATION MARK, 20 FEET WEST OF
 KD0808'THE CENTERLINE OF THE ROAD, 1.0 FOOT WEST OF A FENCE, AND SET IN
 KD0808'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0971 ***********************************************************************
 HC0971  DESIGNATION -  GREENVILLE
 HC0971  PID         -  HC0971
 HC0971  STATE/COUNTY-  MO/WAYNE
 HC0971  USGS QUAD   -  GREENVILLE (1985)
 HC0971
 HC0971                         *CURRENT SURVEY CONTROL
 HC0971  ___________________________________________________________________
 HC0971* NAD 83(1997)-  37 07 35.19603(N)    090 26 18.30121(W)     ADJUSTED  
 HC0971* NAVD 88     -       202.31   (+/-2cm)     663.7    (feet)  VERTCON   
 HC0971  ___________________________________________________________________
 HC0971  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 HC0971  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HC0971
 HC0971  HORZ ORDER  -  THIRD
 HC0971  VERT ORDER  -  THIRD ? (See Below)
 HC0971
 HC0971.The horizontal coordinates were established by classical geodetic methods
 HC0971.and adjusted by the National Geodetic Survey in February 2000..
 HC0971
 HC0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0971.The vertical order pertains to the NGVD 29 superseded value.
 HC0971
 HC0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0971
 HC0971.The geoid height was determined by GEOID03.
 HC0971
 HC0971;                    North         East     Units Scale Factor Converg.
 HC0971;SPC MO E     -   143,485.956   255,472.151   MT  0.99993370   +0 02 13.8
 HC0971;UTM  15      - 4,111,970.816   727,562.383   MT  1.00023797   +1 32 48.4
 HC0971
 HC0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0971!SPC MO E     -   0.99997285  x   0.99993370  =   0.99990656
 HC0971!UTM  15      -   0.99997285  x   1.00023797  =   1.00021082
 HC0971
 HC0971:                Primary Azimuth Mark                     Grid Az
 HC0971:SPC MO E     -  PIPE                                     047 44 08.8
 HC0971:UTM  15      -  PIPE                                     046 13 34.2
 HC0971
 HC0971|---------------------------------------------------------------------|
 HC0971| PID    Reference Object                     Distance      Geod. Az  |
 HC0971|                                                           dddmmss.s |
 HC0971| HC0975 PIPE                                APPROX. 5.5 KM 0474622.6 |
 HC0971| CI3744 GREENVILLE RM 1                      26.450 METERS 10259     |
 HC0971| CI3746 GREENVILLE RM 3                                    20132     |
 HC0971| CI3745 GREENVILLE RM 2                      22.080 METERS 21348     |
 HC0971|---------------------------------------------------------------------|
 HC0971
 HC0971                          SUPERSEDED SURVEY CONTROL
 HC0971
 HC0971  NAD 83(1997)-  37 07 35.20310(N)    090 26 18.30225(W) AD(       ) 3
 HC0971  NAD 83(1986)-  37 07 35.20769(N)    090 26 18.30109(W) AD(       ) 3
 HC0971  NAD 27      -  37 07 35.02090(N)    090 26 17.88710(W) AD(       ) 3
 HC0971  NGVD 29 (07/19/86)  202.36   (m)          663.9    (f) LEVELING    3  
 HC0971
 HC0971.Superseded values are not recommended for survey control.
 HC0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0971.See file dsdata.txt to determine how the superseded data were derived.
 HC0971
 HC0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2756211971(NAD 83)
 HC0971_MARKER: DS = TRIANGULATION STATION DISK
 HC0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0971_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0971+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2005
 HC0971
 HC0971  HISTORY     - Date     Condition        Report By
 HC0971  HISTORY     - 1963     MONUMENTED       CGS
 HC0971  HISTORY     - 1969     GOOD             CGS
 HC0971  HISTORY     - 20020906 GOOD             USACE
 HC0971  HISTORY     - 20050408 GOOD             ZAMBRA
 HC0971
 HC0971                          STATION DESCRIPTION
 HC0971
 HC0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0971'THE STATION IS LOCATED ABOUT 3/4 MILE EAST OF GREENVILLE,
 HC0971'ON THE NORTHWEST SIDE OF COUNTY ROAD E, IN THE WEST CENTER
 HC0971'OF SECTION 6, T 28 N, R 6 E., AND ON THE ROAD RIGHT-OF-WAY.  IT
 HC0971'IS 4 FEET SOUTH OF A WITNESS POST, 30 FEET SOUTHWEST OF
 HC0971'A 12 INCH OAK TREE, 33 FEET EAST OF A 14 INCH OAK TREE AND
 HC0971'43 FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROAD E.  THE
 HC0971'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GREENVILLE
 HC0971'1963.
 HC0971'
 HC0971'TO REACH FROM THE CAUTION LIGHT IN GREENVILLE GO SOUTH ON
 HC0971'U.S. HIGHWAY 67 FOR 0.5 MILE TO THE JUNCTION WITH COUNTY
 HC0971'ROAD E.  TURN LEFT AND GO NORTHEAST ON COUNTY ROAD E FOR 0.35
 HC0971'MILE TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE NORTHEAST ON
 HC0971'COUNTY ROAD E FOR 0.15 MILE TO THE STATION ON THE LEFT.
 HC0971'
 HC0971'REFERENCE MARK 1 IS 7 FEET WEST OF A 14 INCH OAK TREE, 14
 HC0971'FEET NORTHEAST OF A 16 INCH OAK TREE AND 35 FEET SOUTHEAST
 HC0971'OF THE CENTERLINE OF COUNTY ROAD E.  THE MONUMENT PROJECTS
 HC0971'6 INCHES AND THE DISK IS STAMPED GREENVILLE NO 1 1963.
 HC0971'
 HC0971'REFERENCE MARK 2 IS 7 FEET EAST OF A 10 INCH OAK TREE, 44 FEET
 HC0971'NORTHWEST OF THE CENTERLINE OF COUNTY ROAD E AND 77 FEET
 HC0971'SOUTHWEST OF THE WITNESS POST.  THE MONUMENT PROJECTS 4
 HC0971'INCHES AND THE DISK IS STAMPED GREENVILLE NO 2 1963.
 HC0971'
 HC0971'REFERENCE MARK 3 IS 4 FEET NORTH OF A 6 INCH HICKORY TREE,
 HC0971'3 FEET NORTHEAST OF A WITNESS POST AND 35 FEET SOUTHEAST
 HC0971'OF THE CENTERLINE OF COUNTY ROAD E.  THE MONUMENT PROJECTS
 HC0971'4 INCHES AND THE DISK IS STAMPED GREENVILLE NO 3 1963.
 HC0971'
 HC0971'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HC0971
 HC0971                          STATION RECOVERY (1969)
 HC0971
 HC0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HC0971'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 HC0971'THE AZIMUTH MARK (RM3) WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 HC0971'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 HC0971'RECOVERY.
 HC0971'
 HC0971'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4 MILE
 HC0971'EAST OF GREENVILLE.
 HC0971
 HC0971                          STATION RECOVERY (2002)
 HC0971
 HC0971'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0971'RECOVERED IN GOOD CONDITION.
 HC0971
 HC0971                          STATION RECOVERY (2005)
 HC0971
 HC0971'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2005
 HC0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0829 ***********************************************************************
 GE0829  DESIGNATION -  GREER
 GE0829  PID         -  GE0829
 GE0829  STATE/COUNTY-  MO/OREGON
 GE0829  USGS QUAD   -  GREER (1997)
 GE0829
 GE0829                         *CURRENT SURVEY CONTROL
 GE0829  ___________________________________________________________________
 GE0829* NAD 83(1997)-  36 49 55.01289(N)    091 19 34.38367(W)     ADJUSTED  
 GE0829* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 GE0829  ___________________________________________________________________
 GE0829  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 GE0829  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GE0829
 GE0829  HORZ ORDER  -  THIRD
 GE0829
 GE0829.The horizontal coordinates were established by classical geodetic methods
 GE0829.and adjusted by the National Geodetic Survey in February 2000..
 GE0829
 GE0829.The orthometric height was scaled from a topographic map.
 GE0829
 GE0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0829
 GE0829.The geoid height was determined by GEOID03.
 GE0829
 GE0829;                    North         East     Units Scale Factor Converg.
 GE0829;SPC MO E     -   111,122.643   176,299.638   MT  1.00000023   -0 29 43.1
 GE0829;UTM  15      - 4,077,537.239   649,259.704   MT  0.99987446   +1 00 12.8
 GE0829
 GE0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0829!SPC MO E     -   0.99996129  x   1.00000023  =   0.99996152
 GE0829!UTM  15      -   0.99996129  x   0.99987446  =   0.99983576
 GE0829
 GE0829|---------------------------------------------------------------------|
 GE0829| PID    Reference Object                     Distance      Geod. Az  |
 GE0829|                                                           dddmmss.s |
 GE0829| CI1518 GREER RM 2                           26.580 METERS 03024     |
 GE0829| GE0794 SINKING CREEK LOOKOUT TOWER         APPROX.11.3 KM 0870319.8 |
 GE0829| CI1517 GREER RM 1                           27.245 METERS 15513     |
 GE0829| GE0830 HIGH LOOKOUT TOWER                  APPROX.12.6 KM 3053338.5 |
 GE0829| CI1516 GREER AZ MK                                        3174011.0 |
 GE0829| GE0828 NEW LIBERTY LOOKOUT TOWER           APPROX. 4.1 KM 3585625.5 |
 GE0829|---------------------------------------------------------------------|
 GE0829
 GE0829                          SUPERSEDED SURVEY CONTROL
 GE0829
 GE0829  NAD 83(1997)-  36 49 55.02193(N)    091 19 34.38359(W) AD(       ) 3
 GE0829  NAD 83(1986)-  36 49 55.02324(N)    091 19 34.38240(W) AD(       ) 3
 GE0829  NAD 27      -  36 49 54.82630(N)    091 19 33.89610(W) AD(       ) 3
 GE0829
 GE0829.Superseded values are not recommended for survey control.
 GE0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0829.See file dsdata.txt to determine how the superseded data were derived.
 GE0829
 GE0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4926077537(NAD 83)
 GE0829_MARKER: DS = TRIANGULATION STATION DISK
 GE0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0829
 GE0829  HISTORY     - Date     Condition        Report By
 GE0829  HISTORY     - 1962     MONUMENTED       CGS
 GE0829  HISTORY     - 1977     GOOD             NGS
 GE0829
 GE0829                          STATION DESCRIPTION
 GE0829
 GE0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE0829'STATION IS IN A SMALL CLEARING ON THE SOUTHWEST SIDE OF STATE
 GE0829'HIGHWAY 19 ABOUT 12 MILES SOUTH OF WINONA, 4-1/2 MILES NORTHEAST
 GE0829'OF GREER, IN THE SW 1/4 OF SEC. 18-T 25 N-R 3 W, AND ON ROAD
 GE0829'RIGHT-OF-WAY.  IT IS 69 FEET WEST OF THE INTERSECTION OF
 GE0829'STATE HIGHWAY 19 AND A WOODS ROAD SOUTHWEST, 57 FEET NORTHEAST OF
 GE0829'A 30 INCH OAK TREE, 37 FEET NORTHWEST OF A WITNESS POST AND A
 GE0829'SIGN WITH THE LEGEND CLARK NATIONAL FOREST PAINTED ON THE
 GE0829'NORTHWEST SIDE AND 35 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GE0829'HIGHWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GE0829'STAMPED GREER 1962.
 GE0829'
 GE0829'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GE0829'STATE HIGHWAY AT THE WEST EDGE OF WINONA, GO SOUTHERLY ON
 GE0829'STATE HIGHWAY 19 FOR 9.9 MILES TO A SMALL METAL LOOKOUT TOWER
 GE0829'ON THE LEFT.  CONTINUE SOUTHERLY ON THE HIGHWAY FOR 3.8 MILES
 GE0829'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ON THE
 GE0829'HIGHWAY FOR 0.2 MILE TO A SMALL CLEARING ON THE RIGHT AND THE
 GE0829'STATION.
 GE0829'
 GE0829'REFERENCE MARK 1 IS 66 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GE0829'HIGHWAY, 56 FEET SOUTHEAST OF THE SIGN AND 11 FEET EAST OF THE
 GE0829'CENTERLINE OF THE DRIVEWAY.  THE MONUMENT PROJECTS 2 INCHES AND
 GE0829'THE DISK IS STAMPED GREER NO 1 1962.
 GE0829'
 GE0829'REFERENCE MARK 2 IS 49 FEET NORTHEAST OF THE CENTERLINE OF THE
 GE0829'HIGHWAY AND 12 FEET SOUTHWEST OF A 14 INCH HICKORY TREE.  THE
 GE0829'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GREER NO 2
 GE0829'1962.
 GE0829'
 GE0829'THE AZIMUTH MARK IS 33 FEET NORTHEAST OF THE CENTERLINE OF THE
 GE0829'HIGHWAY, 32 FEET SOUTHEAST OF A 6 INCH OAK TREE AND 6 FEET
 GE0829'SOUTHWEST OF A WITNESS POST AND A FENCE.  THE MONUMENT IS
 GE0829'FLUSH AND THE DISK IS STAMPED GREER 1962.
 GE0829'
 GE0829'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE0829
 GE0829                          STATION RECOVERY (1977)
 GE0829
 GE0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CRL)
 GE0829'STATION AZIMUTH AND REFERENCE MARK NO 2 WERE RECOVERED IN GOOD
 GE0829'CONDITION.  REFERENCE NO 1 HAS THE DISK REMOVED, BUT THE MONUMENT
 GE0829'IS STILL INTACK WITH THE STEM OF THE MARK IN IT.  A NEW TO REACH
 GE0829'FOLLOWS.
 GE0829'
 GE0829'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 60 AND STATE
 GE0829'HIGHWAY 19 WHICH IS ABOUT 1 MILE SOUTHWEST OF WINONA GO SOUTH ON
 GE0829'STATE HIGHWAY 19 FOR 9.5 MILES TO A SIDE ROAD LEFT, CONTINUE
 GE0829'SOUTHERLY ON STATE HIGHWAY 19 FOR 4.9 MILES TO THE AZIMUTH MARK ON
 GE0829'THE LEFT, CONTINUE AHEAD FOR 0.2 MILE TO THE STATION ON THE
 GE0829'RIGHT.
 GE0829'
 GE0829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 AND 1/2 MILES
 GE0829'NORTHEAST OF GREER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1771 ***********************************************************************
 HB1771  DESIGNATION -  GRINDESTAFF
 HB1771  PID         -  HB1771
 HB1771  STATE/COUNTY-  MO/BOLLINGER
 HB1771  USGS QUAD   -  SEDGEWICKVILLE (1980)
 HB1771
 HB1771                         *CURRENT SURVEY CONTROL
 HB1771  ___________________________________________________________________
 HB1771* NAD 83(1997)-  37 31 12.22988(N)    089 59 57.76211(W)     ADJUSTED  
 HB1771* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 HB1771  ___________________________________________________________________
 HB1771  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 HB1771  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HB1771
 HB1771  HORZ ORDER  -  FIRST
 HB1771
 HB1771.The horizontal coordinates were established by classical geodetic methods
 HB1771.and adjusted by the National Geodetic Survey in February 2000..
 HB1771
 HB1771.The orthometric height was scaled from a topographic map.
 HB1771
 HB1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1771
 HB1771.The geoid height was determined by GEOID03.
 HB1771
 HB1771;                    North         East     Units Scale Factor Converg.
 HB1771;SPC MO E     -   187,284.482   294,253.040   MT  0.99995745   +0 18 17.7
 HB1771;UTM  16      - 4,156,795.136   234,924.140   MT  1.00046559   -1 49 40.1
 HB1771;UTM  15      - 4,156,798.644   765,185.763   MT  1.00046631   +1 49 42.8
 HB1771
 HB1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1771!SPC MO E     -   0.99997015  x   0.99995745  =   0.99992760
 HB1771!UTM  16      -   0.99997015  x   1.00046559  =   1.00043572
 HB1771!UTM  15      -   0.99997015  x   1.00046631  =   1.00043644
 HB1771
 HB1771:                Primary Azimuth Mark                     Grid Az
 HB1771:SPC MO E     -  MEMPHIS ST LOUIS AWY BEACON 50           156 15 51.7
 HB1771:UTM  16      -  MEMPHIS ST LOUIS AWY BEACON 50           158 23 49.5
 HB1771:UTM  15      -  MEMPHIS ST LOUIS AWY BEACON 50           154 44 26.6
 HB1771
 HB1771|---------------------------------------------------------------------|
 HB1771| PID    Reference Object                     Distance      Geod. Az  |
 HB1771|                                                           dddmmss.s |
 HB1771| HB1758 MEMPHIS ST LOUIS AWY BEACON 50      APPROX.14.2 KM 1563409.4 |
 HB1771| CI3753 GRINDESTAFF RM 1                     87.304 METERS 16548     |
 HB1771| CI3754 GRINDESTAFF RM 2                     87.213 METERS 20629     |
 HB1771| HC0955 COTTENER FIRE TOWER                 APPROX.19.6 KM 2512423.0 |
 HB1771| CI3752 GRINDESTAFF AZ MK                                  2942144.9 |
 HB1771|---------------------------------------------------------------------|
 HB1771
 HB1771                          SUPERSEDED SURVEY CONTROL
 HB1771
 HB1771  NAD 83(1997)-  37 31 12.23519(N)    089 59 57.76242(W) AD(       ) 1
 HB1771  NAD 83(1986)-  37 31 12.24117(N)    089 59 57.76153(W) AD(       ) 1
 HB1771  NAD 27      -  37 31 12.03400(N)    089 59 57.37500(W) AD(       ) 1
 HB1771
 HB1771.Superseded values are not recommended for survey control.
 HB1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1771.See file dsdata.txt to determine how the superseded data were derived.
 HB1771
 HB1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG3492456795(NAD 83)
 HB1771_MARKER: DS = TRIANGULATION STATION DISK
 HB1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1771+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 HB1771
 HB1771  HISTORY     - Date     Condition        Report By
 HB1771  HISTORY     - 1938     MONUMENTED       CGS
 HB1771  HISTORY     - 19760107 GOOD             USGS
 HB1771  HISTORY     - 20031029 GOOD             MODNR
 HB1771
 HB1771                          STATION DESCRIPTION
 HB1771
 HB1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1771'ABOUT 16 MILES SOUTHEAST OF FREDERICKTOWN AND 1-1/2 MILES NORTH OF
 HB1771'PATTON IN NE 1/4 SEC. 25, T. 33 N., R. 9 E., ON LAND OWNED AND
 HB1771'OCCUPIED BY J.H. GRINDESTAFF, AT TOP OF BARE HILL ABOUT 300 FEET
 HB1771'NORTH OF U.S. HIGHWAY 61 (PAVED) ABOUT 18 INCHES UNDERGROUND.
 HB1771'
 HB1771'TO REACH FROM PATTON GO NORTH ON STATE HIGHWAY 51 FOR 1.3 MILES TO
 HB1771'U.S. HIGHWAY 61 (PAVED), THENCE RIGHT (EAST) ON U.S.  HIGHWAY 61 FOR
 HB1771'0.8 MILE TO STATION ON LEFT (NORTH) ATOP HILL.
 HB1771'
 HB1771'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS STANDARD DISKS SET
 HB1771'IN CONCRETE.
 HB1771'
 HB1771'REFERENCE MARK NO. 1 WHICH IS SOUTH-SOUTHEAST OF STATION, PROJECTS 6
 HB1771'INCHES, AND IS SET IN NORTH ROAD BANK, 46 FEET NORTH OF CENTER
 HB1771'LINE OF U.S. HIGHWAY 61, 41 FEET WEST OF TELEPHONE POLE, AND 12 FEET
 HB1771'NORTH OF FENCE.  REFERENCE MARK NO. 2 WHICH IS SOUTH-SOUTHWEST OF
 HB1771'STATION, PROJECTS 6 INCHES, AND IS SET IN NORTH ROAD BANK, 38 FEET
 HB1771'NORTH OF CENTER LINE OF U.S. HIGHWAY 61, 10 FEET WEST OF
 HB1771'TELEPHONE POLE, AND 3 FEET NORTH OF FENCE.
 HB1771'
 HB1771'AZIMUTH MARK IS ABOUT 0.7 MILE WEST-NORTHWEST OF STATION.  TO REACH
 HB1771'MARK FROM STATION GO SOUTH TO U.S. HIGHWAY 61, THENCE WEST 0.8
 HB1771'MILE TO JUNCTION WITH STATE HIGHWAY 51, GO NORTH ON STATE HIGHWAY 51
 HB1771'TO ROAD ON RIGHT 0.3 MILE, TURN RIGHT (EAST) AND GO 0.15 MILE TO
 HB1771'SCHOOLHOUSE.  MARK, FLUSH WITH GROUND, SET AT SOUTHEAST CORNER OF
 HB1771'SCHOOLHOUSE.
 HB1771'
 HB1771'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HB1771
 HB1771                          STATION RECOVERY (1976)
 HB1771
 HB1771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (DDB)
 HB1771'RECOVERED IN GOOD CONDITION.
 HB1771
 HB1771                          STATION RECOVERY (2003)
 HB1771
 HB1771'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (RWR)
 HB1771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0697 ***********************************************************************
 HC0697  DESIGNATION -  GROGAN
 HC0697  PID         -  HC0697
 HC0697  STATE/COUNTY-  MO/DENT
 HC0697  USGS QUAD   -  DARIEN (1981)
 HC0697
 HC0697                         *CURRENT SURVEY CONTROL
 HC0697  ___________________________________________________________________
 HC0697* NAD 83(1997)-  37 33 20.83336(N)    091 30 10.29361(W)     ADJUSTED  
 HC0697* NAVD 88     -       413.925  (meters)    1358.02   (feet)  POSTED    
 HC0697  ___________________________________________________________________
 HC0697  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 HC0697  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0697  DYNAMIC HT  -         413.600 (meters)    1356.95  (feet)  COMP
 HC0697  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 HC0697
 HC0697  HORZ ORDER  -  FIRST
 HC0697  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0697
 HC0697.The horizontal coordinates were established by classical geodetic methods
 HC0697.and adjusted by the National Geodetic Survey in February 2000..
 HC0697
 HC0697.The orthometric height was determined by differential leveling
 HC0697.and adjusted by the National Geodetic Survey in 1992..
 HC0697.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0697.rate of 0.0 thru 1.0 mm/km.
 HC0697
 HC0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0697
 HC0697.The geoid height was determined by GEOID03.
 HC0697
 HC0697.The dynamic height is computed by dividing the NAVD 88
 HC0697.geopotential number by the normal gravity value computed on the
 HC0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0697.degrees latitude (g = 980.6199 gals.).
 HC0697
 HC0697.The modeled gravity was interpolated from observed gravity values.
 HC0697
 HC0697;                    North         East     Units Scale Factor Converg.
 HC0697;SPC MO E     -   191,604.002   161,392.467   MT  1.00003001   -0 36 40.7
 HC0697;UTM  15      - 4,157,583.754   632,237.766   MT  0.99981540   +0 54 45.7
 HC0697
 HC0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0697!SPC MO E     -   0.99993977  x   1.00003001  =   0.99996978
 HC0697!UTM  15      -   0.99993977  x   0.99981540  =   0.99975518
 HC0697
 HC0697:                Primary Azimuth Mark                     Grid Az
 HC0697:SPC MO E     -  JUNCTION LOOKOUT TOWER                   061 59 03.6
 HC0697:UTM  15      -  JUNCTION LOOKOUT TOWER                   060 27 37.2
 HC0697
 HC0697|---------------------------------------------------------------------|
 HC0697| PID    Reference Object                     Distance      Geod. Az  |
 HC0697|                                                           dddmmss.s |
 HC0697| HC0761 JUNCTION LOOKOUT TOWER              APPROX.14.5 KM 0612222.9 |
 HC0697| CN6313 GROGAN RM 1                          64.185 METERS 17906     |
 HC0697| HC0696 GROGAN RM 2                         135.094 METERS 23220     |
 HC0697| CN6312 GROGAN AZ MK                                       2863104.1 |
 HC0697| HC0873 SALEM MUNICIPAL TANK                APPROX.10.0 KM 3423854.7 |
 HC0697| HC0872 SALEM MUNICIPAL TANK LIGHT          APPROX.10.0 KM 3423848.8 |
 HC0697|---------------------------------------------------------------------|
 HC0697
 HC0697                          SUPERSEDED SURVEY CONTROL
 HC0697
 HC0697  NAD 83(1986)-  37 33 20.84637(N)    091 30 10.29210(W) AD(       ) 1
 HC0697  NAD 27      -  37 33 20.68700(N)    091 30 09.76900(W) AD(       ) 1
 HC0697  NGVD 29 (??/??/92)  413.835  (m)         1357.72   (f) ADJ UNCH    2 0
 HC0697
 HC0697.Superseded values are not recommended for survey control.
 HC0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0697.See file dsdata.txt to determine how the superseded data were derived.
 HC0697
 HC0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB3223857584(NAD 83)
 HC0697_MARKER: DS = TRIANGULATION STATION DISK
 HC0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0697_STAMPING: GROGAN
 HC0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0697+STABILITY: SURFACE MOTION
 HC0697
 HC0697  HISTORY     - Date     Condition        Report By
 HC0697  HISTORY     - 1934     MONUMENTED       CGS
 HC0697  HISTORY     - 1934     GOOD             NGS
 HC0697  HISTORY     - 1937     GOOD             CGS
 HC0697  HISTORY     - 1939     GOOD             CGS
 HC0697  HISTORY     - 1947     GOOD             CGS
 HC0697
 HC0697                          STATION DESCRIPTION
 HC0697
 HC0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HC0697'ABOUT 8.7 MILES SOUTH OF SALEM, IN SE 1/4 SEC. 17, T. 33 N.,
 HC0697'R. 5 W., 0.1 MILE NORTHWEST OF SINCLAIR FILLING STATION, ON
 HC0697'HIGHEST POINT OF PASTURE OWNED BY FRANK GROGAN, WHO LIVES 1.1
 HC0697'MILES NORTH OF STATION SITE AND 475 FEET NORTH OF HIGHWAY 19.
 HC0697'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 HC0697'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS
 HC0697'ARE STANDARD REFERENCE DISKS IN CONCRETE.
 HC0697'REFERENCE MARK NO. 1 IS 5 METERS (16 FEET) NORTHWEST OF WATER
 HC0697'HOLE, 30 FEET FROM 20-INCH OAK TREE, AND 64.228 METERS
 HC0697'(210.72 FEET) FROM STATION.  NO.
 HC0697'2 IS 9 METERS (30 FEET) NORTHEAST OF CENTER LINE OF
 HC0697'HIGHWAY 19, 0.2 MILE NORTHWEST OF FILLING STATION, IN
 HC0697'NORTH-AND-SOUTH FENCE LINE, AND 135.165 METERS (443.45
 HC0697'FEET) FROM STATION.
 HC0697'AZIMUTH MARK IS ON NORTH-AND-SOUTH FENCE LINE, 10 METERS (33
 HC0697'FEET) SOUTHWEST OF CENTER LINE OF HIGHWAY 19, ABOUT 190 FEET
 HC0697'SOUTHEAST OF MR. GROGANS MAIL BOX, AND 0.4 MILE FROM STATION.
 HC0697
 HC0697                          STATION RECOVERY (1934)
 HC0697
 HC0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 HC0697'7.4 MI S FROM SALEM.
 HC0697'7.4 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0697'AT SALEM, DENT COUNTY, 5.2 MILES NORTH OF THE POST OFFICE AT
 HC0697'GLADDEN, 800 FEET NORTHEAST OF THE GAINES SERVICE STATION, AND
 HC0697'450 FEET EAST OF THE HIGHWAY.  A STANDARD TRIANGULATION-STATION
 HC0697'DISK, STAMPED GROGAN AND SET IN THE TOP OF A CONCRETE POST.
 HC0697
 HC0697                          STATION RECOVERY (1937)
 HC0697
 HC0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 HC0697'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 HC0697'
 HC0697'STATION IS ABOUT 6.5 MILES, (NOT 8.7 AS STATED) S OF SALEM,
 HC0697'0.1 MILE N OF A SMALL SINCLAIR STATION, ON THE HIGHEST POINT
 HC0697'OF A HILL IN THE PASTURE OF FRANK GROGAN, WHO LIVES 1.1 MILES
 HC0697'N OF THE STATION.  IT IS 475 FEET E OF HIGHWAY 19.
 HC0697
 HC0697                          STATION RECOVERY (1939)
 HC0697
 HC0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0697'THE STATION WAS RECOVERED.  ALL MARKS FOUND IN GOOD CONDITION.
 HC0697'
 HC0697'STATION IS LOCATED 6.9 MILES S OF SALEM, IN THE SE 1/4 OF SEC.
 HC0697'17, T. 33 N., R. 5 W, 0.1 MILE N OF A SINCLAIR FILLING STATION,
 HC0697'475 FEET NE OF THE CENTER LINE OF STATE HIGHWAY 19, AND ON
 HC0697'THE HIGHEST POINT OF A PASTURE OWNED BY FRANK GROGAN WHO LIVES
 HC0697'1.1 MILES N OF THE STATION.  THE MARK PROJECTS 6 INCHES ABOVE
 HC0697'THE GROUND AND IS STAMPED GROGAN 1934.
 HC0697'
 HC0697'REFERENCE MARK NO. 1 IS S OF THE STATION AND IS 16 FEET NE
 HC0697'OF A WATER HOLE.  IT PROJECTS 1 FOOT ABOVE THE GROUND AND IS
 HC0697'STAMPED GROGAN NO. 1 1934.
 HC0697'
 HC0697'REFERENCE MARK NO. 2 IS SW OF THE STATION, 33 FEET NE OF THE
 HC0697'CENTER LINE OF STATE HIGHWAY 19, 0.2 MILE NW OF THE SINCLAIR
 HC0697'FILLING STATION, AND 7 FEET N OF A CONCRETE RIGHT-OF-WAY POST.
 HC0697'THE MARK PROJECTS 1 FOOT ABOVE THE GROUND AND IS STAMPED
 HC0697'GROGAN NO. 2 1934.
 HC0697'
 HC0697'AZIMUTH MARK IS WNW OF THE STATION IN A N-S FENCE LINE, 32 FEET
 HC0697'SW OF THE CENTER LINE OF HIGHWAY 19, AND 195 FEET SE OF MR.
 HC0697'GROGANS MAIL BOX.  THE MARK PROJECTS 1 FOOT ABOVE THE GROUND AND
 HC0697'IS STAMPED GROGAN 1934.
 HC0697'
 HC0697'TO REACH THE STATION FROM THE COURTHOUSE IN SALEM, DRIVE S
 HC0697'ON STATE HIGHWAY 19 FOR 6.9 MILES TO THE STATION ON THE LEFT
 HC0697'(NE) SIDE OF THE HIGHWAY.
 HC0697'
 HC0697'THE DISTANCE AND DIRECTIONS TO THE MARKS WERE CHECKED IN THE
 HC0697'FIELD AND THE VALUES SHOULD BE ACCEPTED AS CORRECT.
 HC0697
 HC0697                          STATION RECOVERY (1947)
 HC0697
 HC0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0697'THE 1939 DESCRIPTION WAS FOUND ADEQUATE.  ALL MARKS WERE FOUND
 HC0697'AS DESCRIBED AND IN GOOD CONDITION.
 HC0697'
 HC0697'THE STATION MARK PROJECTS ABOUT 6 INCHES AND IS STAMPED GROGAN
 HC0697'1934.
 HC0697'
 HC0697'REFERENCE MARK NO. 1 PROJECTS ABOUT 1 FOOT AND IS STAMPED
 HC0697'GROGAN NO 1 1934.
 HC0697'
 HC0697'REFERENCE MARK NO. 2 PROJECTS ABOUT 1 FOOT AND IS STAMPED
 HC0697'GROGAN NO 2 1934.
 HC0697'
 HC0697'THE AZIMUTH MARK PROJECTS ABOUT 1 FOOT AND IS STAMPED GROGAN 1934.
 HC0697'
 HC0697'STATION WAS OBSERVED ON FROM HOWE 1934 AND ZION 1939 AS A CHECK.
 HC0697'IT WAS OCCUPIED ONLY FOR THE PURPOSE OF MAKING A TRAVERSE
 HC0697'CONNECTION TO USC AND GS BM H 50 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0696 ***********************************************************************
 HC0696  DESIGNATION -  GROGAN RM 2
 HC0696  PID         -  HC0696
 HC0696  STATE/COUNTY-  MO/DENT
 HC0696  USGS QUAD   -  DARIEN (1981)
 HC0696
 HC0696                         *CURRENT SURVEY CONTROL
 HC0696  ___________________________________________________________________
 HC0696* NAD 83(1986)-  37 33 20.     (N)    091 30 10.     (W)     SCALED    
 HC0696* NAVD 88     -       409.576  (meters)    1343.75   (feet)  POSTED    
 HC0696  ___________________________________________________________________
 HC0696  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0696  DYNAMIC HT  -         409.250 (meters)    1342.68  (feet)  COMP
 HC0696  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 HC0696
 HC0696  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0696
 HC0696.The horizontal coordinates were scaled from a topographic map and have
 HC0696.an estimated accuracy of +/- 6 seconds.
 HC0696
 HC0696.The orthometric height was determined by differential leveling
 HC0696.and adjusted by the National Geodetic Survey in 1992..
 HC0696.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0696.rate of 0.0 thru 1.0 mm/km.
 HC0696
 HC0696.The geoid height was determined by GEOID03.
 HC0696
 HC0696.The dynamic height is computed by dividing the NAVD 88
 HC0696.geopotential number by the normal gravity value computed on the
 HC0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0696.degrees latitude (g = 980.6199 gals.).
 HC0696
 HC0696.The modeled gravity was interpolated from observed gravity values.
 HC0696
 HC0696;                    North         East    Units  Estimated Accuracy
 HC0696;SPC MO E     -   191,580.      161,400.      MT  (+/- 180 meters Scaled)
 HC0696
 HC0696                          SUPERSEDED SURVEY CONTROL
 HC0696
 HC0696  NGVD 29 (??/??/92)  409.487  (m)         1343.46   (f) ADJ UNCH    2 0
 HC0696
 HC0696.Superseded values are not recommended for survey control.
 HC0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0696.See file dsdata.txt to determine how the superseded data were derived.
 HC0696
 HC0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB322575(NAD 83)
 HC0696_MARKER: DR = REFERENCE MARK DISK
 HC0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0696_STAMPING: GROGAN 2
 HC0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0696+STABILITY: SURFACE MOTION
 HC0696
 HC0696  HISTORY     - Date     Condition        Report By
 HC0696  HISTORY     - 1934     MONUMENTED       CGS
 HC0696  HISTORY     - 1934     GOOD             NGS
 HC0696
 HC0696                          STATION DESCRIPTION
 HC0696
 HC0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0696'7.4 MI S FROM SALEM.
 HC0696'7.4 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0696'AT SALEM, DENT COUNTY, 5.2 MILES NORTH OF THE POST OFFICE AT
 HC0696'GLADDEN, 550 FEET NORTH OF THE GAINES SERVICE STATION, 32 FEET
 HC0696'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTHEAST OF
 HC0696'THE WIRE RIGHT-OF-WAY FENCE.  A STANDARD REFERENCE-MARK DISK,
 HC0696'STAMPED GROGAN 2 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0654 ***********************************************************************
 KC0654  DESIGNATION -  GROVE
 KC0654  PID         -  KC0654
 KC0654  STATE/COUNTY-  MO/PIKE
 KC0654  USGS QUAD   -  VERA (1991)
 KC0654
 KC0654                         *CURRENT SURVEY CONTROL
 KC0654  ___________________________________________________________________
 KC0654* NAD 83(1997)-  39 25 36.85074(N)    091 13 23.97250(W)     ADJUSTED  
 KC0654* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 KC0654  ___________________________________________________________________
 KC0654  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 KC0654  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KC0654
 KC0654  HORZ ORDER  -  FIRST
 KC0654
 KC0654.The horizontal coordinates were established by classical geodetic methods
 KC0654.and adjusted by the National Geodetic Survey in February 2000..
 KC0654
 KC0654.The orthometric height was scaled from a topographic map.
 KC0654
 KC0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0654
 KC0654.The geoid height was determined by GEOID03.
 KC0654
 KC0654;                    North         East     Units Scale Factor Converg.
 KC0654;SPC MO E     -   399,071.881   187,722.994   MT  0.99998107   -0 27 33.8
 KC0654;UTM  15      - 4,365,658.251   652,921.381   MT  0.99988793   +1 07 42.9
 KC0654
 KC0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0654!SPC MO E     -   0.99996256  x   0.99998107  =   0.99994363
 KC0654!UTM  15      -   0.99996256  x   0.99988793  =   0.99985049
 KC0654
 KC0654|---------------------------------------------------------------------|
 KC0654| PID    Reference Object                     Distance      Geod. Az  |
 KC0654|                                                           dddmmss.s |
 KC0654| CL8636 GROVE RM 3                           14.088 METERS 04209     |
 KC0654| KC0652 LOUISIANA RADIO KAH 202 MAST        APPROX.13.6 KM 0730219.9 |
 KC0654| CL8634 GROVE RM 1                           24.819 METERS 09356     |
 KC0654| CL8637 GROVE RM 4                           21.539 METERS 13555     |
 KC0654| KC0656 OAKDALE                             APPROX. 8.1 KM 2625219.7 |
 KC0654| CL8635 GROVE RM 2                           22.219 METERS 34030     |
 KC0654| CL8633 GROVE AZ MK                                        3564718.8 |
 KC0654|---------------------------------------------------------------------|
 KC0654
 KC0654                          SUPERSEDED SURVEY CONTROL
 KC0654
 KC0654  NAD 83(1997)-  39 25 36.85111(N)    091 13 23.97376(W) AD(       ) 1
 KC0654  NAD 83(1986)-  39 25 36.85550(N)    091 13 23.97318(W) AD(       ) 1
 KC0654  NAD 27      -  39 25 36.68780(N)    091 13 23.46200(W) AD(       ) 1
 KC0654
 KC0654.Superseded values are not recommended for survey control.
 KC0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0654.See file dsdata.txt to determine how the superseded data were derived.
 KC0654
 KC0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD5292165658(NAD 83)
 KC0654_MARKER: DS = TRIANGULATION STATION DISK
 KC0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0654
 KC0654  HISTORY     - Date     Condition        Report By
 KC0654  HISTORY     - 1958     MONUMENTED       CGS
 KC0654  HISTORY     - 1967     GOOD             CGS
 KC0654
 KC0654                          STATION DESCRIPTION
 KC0654
 KC0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 KC0654'THE STATION IS ABOUT 7 MILES SOUTHEAST OF FRANKFORD, ABOUT 6
 KC0654'MILES NORTH OF BOWLING GREEN AND ON PROPERTY OWNED BY MR. CLYDE
 KC0654'SILVEY.  IT IS 184.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 KC0654'A FRAME HOUSE, 25 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 KC0654'ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF
 KC0654'A FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 KC0654'GROVE 1958.
 KC0654'
 KC0654'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 KC0654'COUNTY ROAD B AT THE SOUTHEAST EDGE OF FRANKFORD, GO SOUTHEAST
 KC0654'ON HIGHWAY 61 FOR 7.2 MILES TO THE BRIDGE OVER GALLEY CREEK AND
 KC0654'A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD
 KC0654'FOR 2.1 MILES TO A T-ROAD INTERSECTION.  TURN LEFT AND GO NORTH
 KC0654'FOR 1.45 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND GO WEST,
 KC0654'NORTH AND WEST FOR 0.7 MILE TO THE STATION ON THE LEFT.
 KC0654'
 KC0654'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.15 MILE
 KC0654'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KC0654'
 KC0654'REFERENCE MARK 1 IS 113 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KC0654'OF THE FRAME HOUSE, 14 FEET SOUTH OF THE CENTERLINE OF THE
 KC0654'GRAVELED ROAD AND 1 FOOT NORTH OF THE FENCE.  THE MONUMENT IS
 KC0654'FLUSH AND THE DISK IS STAMPED GROVE NO 1 1958.
 KC0654'
 KC0654'REFERENCE MARK 2 IS 18 FEET WEST OF THE CENTERLINE OF THE
 KC0654'GRAVELED ROAD AND 1 FOOT WEST OF THE FENCE.  THE MONUMENT IS
 KC0654'FLUSH AND THE DISK IS STAMPED GROVE NO 2 1958.
 KC0654'
 KC0654'THE AZIMUTH MARK IS 45 FEET NORTHEAST OF THE CENTERLINE OF THE
 KC0654'ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND SET IN AN
 KC0654'EAST-WEST FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 KC0654'GROVE 1958.
 KC0654'
 KC0654'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KC0654
 KC0654                          STATION RECOVERY (1967)
 KC0654
 KC0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KC0654'THE STATION AND AZIMUTH MARKS WERE RECOVERED AND FOUND IN GOOD
 KC0654'CONDITION.  NEITHER REFERENCE MARK WERE RECOVERED AND THEY WERE
 KC0654'PRESUMED DESTROYED BY ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS
 KC0654'WERE ESTABLISHED AT THIS TIME.
 KC0654'
 KC0654'TO REACH FROM FRANKFORT, FROM THE JUNCTION OF U.S. HIGHWAY 61
 KC0654'AND COUNTY ROUTE B, GO SOUTH ON U.S. 61 FOR 7.2 MILES TO A SIDE
 KC0654'ROAD LEFT JUST BEFORE REACHING A BRIDGE, TURN LEFT AND GO
 KC0654'EASTERLY ON GRAVEL ROAD FOR 2.2 MILES TO JUNCTION WITH COUNTY
 KC0654'ROUTE VV, TURN LEFT AND GO NORTH, WEST AND NORTH ON ROUTE VV
 KC0654'FOR 1.95 MILES TO A DRIVEWAY AND STATION ON THE LEFT.
 KC0654'
 KC0654'THE STATION IS TO THE NORTHEAST OF A MICRO-WAVE TOWER,
 KC0654'WEST-SOUTHWEST ACROSS THE HIGHWAY FROM AN OLD ABANDONED HOUSE,
 KC0654'74 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 69.5 FEET NORTHWEST
 KC0654'OF A POWERLINE POLE, 5 FEET SOUTHEAST OF A DRIVEWAY LEADING TO
 KC0654'THE MICRO-WAVE MAST AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 KC0654'
 KC0654'R.M. NO. 3 IS 36.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KC0654'16 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 5 FEET NORTH OF
 KC0654'NORTH GATE POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 KC0654'3 INCHES AND THE DISK IS STAMPED GROVE 1958 NO 3 1967.
 KC0654'
 KC0654'R.M. NO. 4 IS 71 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY,
 KC0654'36.5 WEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST-NORTHEAST
 KC0654'OF A POWERLINE POLE AND 1 FOOT WEST OF A FENCE.  THE MARK
 KC0654'PROJECTS 2 INCHES AND THE DISK IS STAMPED GROVE 1958 NO 4 1967.
 KC0654'
 KC0654'THE AZIMUTH MARK IS ABOUT 0.15 MILE NORTH OF THE STATION, ABOUT
 KC0654'200 FEET NORTHEAST OF THE CENTER OF A WIDE CURVE IN HIGHWAY, 1
 KC0654'FOOT WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST
 KC0654'FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED GROVE
 KC0654'1958.
 KC0654'
 KC0654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES NORTH
 KC0654'OF BOWLING GREEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1162 ***********************************************************************
 KD1162  DESIGNATION -  GROVE
 KD1162  PID         -  KD1162
 KD1162  STATE/COUNTY-  MO/CHARITON
 KD1162  USGS QUAD   -  INDIAN GROVE (1978)
 KD1162
 KD1162                         *CURRENT SURVEY CONTROL
 KD1162  ___________________________________________________________________
 KD1162* NAD 83(1997)-  39 31 28.54011(N)    093 00 18.24172(W)     ADJUSTED  
 KD1162* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 KD1162  ___________________________________________________________________
 KD1162  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 KD1162  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KD1162
 KD1162  HORZ ORDER  -  SECOND
 KD1162
 KD1162.The horizontal coordinates were established by classical geodetic methods
 KD1162.and adjusted by the National Geodetic Survey in February 2000..
 KD1162
 KD1162.The orthometric height was scaled from a topographic map.
 KD1162
 KD1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1162
 KD1162.The geoid height was determined by GEOID03.
 KD1162
 KD1162;                    North         East     Units Scale Factor Converg.
 KD1162;SPC MO C     -   409,789.455   456,575.550   MT  0.99995654   -0 19 17.2
 KD1162;UTM  15      - 4,374,994.036   499,564.486   MT  0.99960000   -0 00 11.6
 KD1162
 KD1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1162!SPC MO C     -   0.99996679  x   0.99995654  =   0.99992333
 KD1162!UTM  15      -   0.99996679  x   0.99960000  =   0.99956680
 KD1162
 KD1162|---------------------------------------------------------------------|
 KD1162| PID    Reference Object                     Distance      Geod. Az  |
 KD1162|                                                           dddmmss.s |
 KD1162| CL8631 GROVE RM 1                           21.248 METERS 04712     |
 KD1162| CL8630 GROVE AZ MK                                        0884629.5 |
 KD1162| KD1108 KEYTESVILLE MUNICIPAL TANK          APPROX.11.4 KM 1494012.1 |
 KD1162| CL8632 GROVE RM 2                           15.733 METERS 25850     |
 KD1162|---------------------------------------------------------------------|
 KD1162
 KD1162                          SUPERSEDED SURVEY CONTROL
 KD1162
 KD1162  NAD 83(1997)-  39 31 28.54279(N)    093 00 18.24665(W) AD(       ) 2
 KD1162  NAD 83(1986)-  39 31 28.54313(N)    093 00 18.24630(W) AD(       ) 2
 KD1162  NAD 27      -  39 31 28.45400(N)    093 00 17.54070(W) AD(       ) 2
 KD1162
 KD1162.Superseded values are not recommended for survey control.
 KD1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1162.See file dsdata.txt to determine how the superseded data were derived.
 KD1162
 KD1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD9956474994(NAD 83)
 KD1162_MARKER: DS = TRIANGULATION STATION DISK
 KD1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1162
 KD1162  HISTORY     - Date     Condition        Report By
 KD1162  HISTORY     - 1948     MONUMENTED       CGS
 KD1162  HISTORY     - 1966     GOOD             CGS
 KD1162
 KD1162                          STATION DESCRIPTION
 KD1162
 KD1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1162'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHWEST OF KEYTESVILLE,
 KD1162'2.0 MILES NORTHEAST OF INDIAN GROVE AND ON THE RIGHT-OF-WAY OF
 KD1162'THE EAST-WEST ROAD IN FRONT OF MR. WOLFS HOUSE.  IT IS 31 FEET
 KD1162'SOUTH OF THE CENTERLINE OF THE ROAD, 19 FEET EAST OF A POWERLINE
 KD1162'POLE WITH TRANSFORMER AND 11 FEET NORTH-NORTHWEST OF THE
 KD1162'NORTHEAST CORNER OF THE YARD FENCE.  THE MARK IS FLUSH WITH THE
 KD1162'SURFACE OF THE GROUND AND THE DISK IS STAMPED GROVE 1948.
 KD1162'
 KD1162'REFERENCE MARK NO. 1 IS 69.71 FEET NORTHEAST OF THE STATION, 20
 KD1162'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF THE
 KD1162'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GROVE
 KD1162'NO 1 1948.
 KD1162'
 KD1162'REFERENCE MARK NO. 2 IS 51.62 FEET WEST-SOUTHWEST OF THE STATION,
 KD1162'40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 32 FEET
 KD1162'WEST-SOUTHWEST OF A POWERLINE POLE AND 1 FOOT NORTH OF THE YARD
 KD1162'FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 KD1162'DISK IS STAMPED GROVE NO 2 1948.
 KD1162'
 KD1162'AZIMUTH MARK IS ABOUT 0.25 MILE EAST-NORTHEAST OF THE STATION, 57
 KD1162'FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 18 FEET NORTH OF THE
 KD1162'CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF THE FENCE.  THE MARK
 KD1162'PROJECTS 4 INCHES AND THE DISK IS STAMPED GROVE 1948.
 KD1162'
 KD1162'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 5 WITH US HIGHWAY 24,
 KD1162'IN THE NORTHEAST EDGE OF KEYTESVILLE, GO NORTH ON STATE HIGHWAY 5
 KD1162'7.65 MILES TO THE CENTER OF BRIDGE OVER MUSSEL CREEK, CONTINUE
 KD1162'ON HIGHWAY 0.4 MILE TO A SIDE ROAD LEFT AT END OF CURVE IN
 KD1162'HIGHWAY, TURN SHARP LEFT ON DIRT ROAD 0.1 MILE TO A SIDE ROAD
 KD1162'RIGHT, TURN RIGHT (WEST) 2.35 MILES TO THE AZIMUTH MARK ON THE
 KD1162'RIGHT JUST BEFORE REACHING ENTRANCE TO HOUSE, CONTINUE ON WEST
 KD1162'0.25 MILE TO MR. WOLFS HOUSE ON THE LEFT AND THE STATION AS
 KD1162'DESCRIBED.
 KD1162'
 KD1162'A 50 FOOT SIGNAL AT MUSSEL AND KEYTESVILLE IS VISIBLE FROM THE
 KD1162'GROUND.
 KD1162'
 KD1162'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1162
 KD1162                          STATION RECOVERY (1966)
 KD1162
 KD1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1162'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KD1162'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KD1162'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KD1162'
 KD1162'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 KD1162'
 KD1162'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1123 ***********************************************************************
 HD1123  DESIGNATION -  GROVE
 HD1123  PID         -  HD1123
 HD1123  STATE/COUNTY-  MO/TEXAS
 HD1123  USGS QUAD   -  CABOOL SW (1985)
 HD1123
 HD1123                         *CURRENT SURVEY CONTROL
 HD1123  ___________________________________________________________________
 HD1123* NAD 83(1997)-  37 07 18.86055(N)    092 14 48.31936(W)     ADJUSTED  
 HD1123* NAVD 88     -       488.7    (meters)    1603.     (feet)  VERTCON   
 HD1123  ___________________________________________________________________
 HD1123  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 HD1123  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 HD1123
 HD1123  HORZ ORDER  -  FIRST
 HD1123
 HD1123.The horizontal coordinates were established by classical geodetic methods
 HD1123.and adjusted by the National Geodetic Survey in February 2000..
 HD1123
 HD1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1123
 HD1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1123
 HD1123.The geoid height was determined by GEOID03.
 HD1123
 HD1123;                    North         East     Units Scale Factor Converg.
 HD1123;SPC MO C     -   143,010.644   522,504.209   MT  0.99993957   +0 09 10.2
 HD1123;UTM  15      - 4,108,661.368   566,914.126   MT  0.99965516   +0 27 16.6
 HD1123
 HD1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1123!SPC MO C     -   0.99992790  x   0.99993957  =   0.99986747
 HD1123!UTM  15      -   0.99992790  x   0.99965516  =   0.99958308
 HD1123
 HD1123|---------------------------------------------------------------------|
 HD1123| PID    Reference Object                     Distance      Geod. Az  |
 HD1123|                                                           dddmmss.s |
 HD1123| CN6319 GROVE RM 1                           20.499 METERS 08205     |
 HD1123| CN6320 GROVE RM 2                           14.722 METERS 14334     |
 HD1123| HD1124 GROVE AZ MK                         APPROX. 0.5 KM 2045725.2 |
 HD1123|---------------------------------------------------------------------|
 HD1123
 HD1123                          SUPERSEDED SURVEY CONTROL
 HD1123
 HD1123  NAD 83(1986)-  37 07 18.87165(N)    092 14 48.31793(W) AD(       ) 1
 HD1123  NAD 27      -  37 07 18.68247(N)    092 14 47.73748(W) AD(       ) 1
 HD1123  NGVD 29 (07/19/86)  488.5    (m)         1603.     (f) VERT ANG       
 HD1123
 HD1123.Superseded values are not recommended for survey control.
 HD1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1123.See file dsdata.txt to determine how the superseded data were derived.
 HD1123
 HD1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6691408661(NAD 83)
 HD1123_MARKER: DS = TRIANGULATION STATION DISK
 HD1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1123
 HD1123  HISTORY     - Date     Condition        Report By
 HD1123  HISTORY     - 1978     MONUMENTED       NGS
 HD1123
 HD1123                          STATION DESCRIPTION
 HD1123
 HD1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1123'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF MOUNTAIN GROVE,
 HD1123'ABOUT 1.0 MILES SOUTHEAST OF THE CENTER OF TOWN, IN A CITY PARK
 HD1123'ON TOP OF A HILL AND IN THE NORTHWEST 1/4 SECTION 10, T 28 N,
 HD1123'R 12 W.  PERMISSION WAS OBTAINED FROM THE MAYOR, MR. FRANK
 HD1123'BOLT, OF MOUNTAIN GROVE.
 HD1123'
 HD1123'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS HIGHWAY 60
 HD1123'AND STATE HIGHWAY 95 IN MOUNTAIN GROVE, GO EAST ON HIGHWAY 60
 HD1123'FOR 0.25 MILE TO A CROSS STREET, (WALL STREET).  TURN RIGHT AND
 HD1123'GO SOUTH ON WALL STREET FOR 0.65 MILE TO THE JUNCTION OF CLOUSE
 HD1123'STREET AND COUNTY ROUTE AM.  TURN LEFT ON COUNTY ROUTE AM AND
 HD1123'CLOUSE STREET AND GO EAST FOR 0.45 MILE TO A GRAVEL SIDEROAD
 HD1123'LEFT AND TO WHERE COUNTY ROUTE AM BEARS RIGHT, SOUTHEASTERLY.
 HD1123'(TO REACH THE AZIMUTH MARK FROM HERE CONTINUE SOUTHEASTERLY ON
 HD1123'COUNTY ROUTE AM FOR 0.3 MILE TO THE MARK ON THE LEFT AS
 HD1123'DESCRIBED.) TURN LEFT ON THE GRAVEL SIDEROAD AND GO
 HD1123'EASTERLY FOR 0.15 MILE TO THE TOP OF HILL AND A CIRCULAR
 HD1123'DRIVE AROUND THE CITY PARK.  TURN LEFT ON THE CIRCULAR
 HD1123'DRIVE AND GO NORTHEASTERLY FOR 0.05 MILE TO THE
 HD1123'STATION ON THE RIGHT AS DESCRIBED.
 HD1123'
 HD1123'THE STATION MARKS ARE STANDARD DISK STAMPED---GROVE 1977---.
 HD1123'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HD1123'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE AND
 HD1123'HAS A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS 42.6 FEET
 HD1123'SOUTH OF THE CIRCULAR DRIVE, 32.6 FEET WEST-NORTHWEST OF
 HD1123'THE NORTHWEST CORNER OF THE CONCRETE FLOOR OF A PICNIC
 HD1123'SHELTER, 19.6 FEET SOUTHWEST OF POLE WITH ABOUT A 12 FOOT, 5
 HD1123'POINTED STAR ATOP AND 13 FEET NORTH-NORTHWEST OF A 8-INCH OAK
 HD1123'TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 HD1123'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HD1123'
 HD1123'REFERENCE MARK 1, A STANDARD DISK STAMPED---GROVE NO 1 1977---,
 HD1123'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE WHICH IS
 HD1123'FLUSH WITH THE GROUND SURFACE.  IT IS 47.4 FEET WEST-SOUTHWEST
 HD1123'OF THE POLE WITH THE STAR ATOP, 34.6 FEET SOUTH OF THE CIRCULAR
 HD1123'DRIVE, 29.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 HD1123'CONCRETE FLOOR OF THE PICNIC SHELTER AND 4.3 FEET
 HD1123'WEST-SOUTHWEST OF A 5-INCH OAK TREE.
 HD1123'
 HD1123'REFERENCE MARK 2, A STANDARD DISK STAMPED---GROVE NO 2 1977---,
 HD1123'IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 HD1123'CONCRETE FLOOR OF THE PICNIC SHELTER.  IT IS 40.5 FEET
 HD1123'SOUTH-SOUTHEAST OF THE POLE WITH THE STAR ATOP, 14.3 FEET
 HD1123'NORTHEAST OF A 8-INCH OAK TREE AND 2.5 NORTH-NORTHEAST OF THE
 HD1123'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF THE PICNIC SHELTER.
 HD1123'
 HD1123'THE AZIMUTH MARK, A STANDARD DISK STAMPED---GROVE 1977---, IS
 HD1123'CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH WITH THE GROUND
 HD1123'SURFACE.  IT IS 20 FEET EAST-NORTHEAST OF THE CENTER OF COUNTY
 HD1123'ROUTE AM AND 13.5 FEET WEST-SOUTHWEST OF A FENCE LINE.  THERE
 HD1123'IS NO UNDERGROUND DISK OR METAL ROD AT THIS AZIMUTH MARK.
 HD1123'
 HD1123'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1124 ***********************************************************************
 HD1124  DESIGNATION -  GROVE AZ MK
 HD1124  PID         -  HD1124
 HD1124  STATE/COUNTY-  MO/TEXAS
 HD1124  USGS QUAD   -  CABOOL SW (1985)
 HD1124
 HD1124                         *CURRENT SURVEY CONTROL
 HD1124  ___________________________________________________________________
 HD1124* NAD 83(1997)-  37 07 03.01430(N)    092 14 57.52835(W)     ADJUSTED  
 HD1124* NAVD 88     -       480.5    (meters)    1576.     (feet)  VERTCON   
 HD1124  ___________________________________________________________________
 HD1124  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 HD1124  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HD1124
 HD1124  HORZ ORDER  -  SECOND
 HD1124
 HD1124.The horizontal coordinates were established by classical geodetic methods
 HD1124.and adjusted by the National Geodetic Survey in February 2000..
 HD1124
 HD1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1124
 HD1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1124
 HD1124.The geoid height was determined by GEOID03.
 HD1124
 HD1124;                    North         East     Units Scale Factor Converg.
 HD1124;SPC MO C     -   142,521.568   522,278.181   MT  0.99993945   +0 09 04.6
 HD1124;UTM  15      - 4,108,171.248   566,690.740   MT  0.99965479   +0 27 10.9
 HD1124
 HD1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1124!SPC MO C     -   0.99992918  x   0.99993945  =   0.99986864
 HD1124!UTM  15      -   0.99992918  x   0.99965479  =   0.99958400
 HD1124
 HD1124:                Primary Azimuth Mark                     Grid Az
 HD1124:SPC MO C     -  GROVE                                    024 48 15.1
 HD1124:UTM  15      -  GROVE                                    024 30 08.8
 HD1124
 HD1124|---------------------------------------------------------------------|
 HD1124| PID    Reference Object                     Distance      Geod. Az  |
 HD1124|                                                           dddmmss.s |
 HD1124| HD1123 GROVE                               APPROX. 0.5 KM 0245719.7 |
 HD1124| HD1133 MOUNTAIN GROVE MUN TANK             APPROX. 1.1 KM 2820906.6 |
 HD1124| HD1128 MOUNTAIN GROVE RADIO MAST           APPROX. 2.0 KM 3581300.6 |
 HD1124|---------------------------------------------------------------------|
 HD1124
 HD1124                          SUPERSEDED SURVEY CONTROL
 HD1124
 HD1124  NAD 83(1986)-  37 07 03.02539(N)    092 14 57.52691(W) AD(       ) 2
 HD1124  NAD 27      -  37 07 02.83589(N)    092 14 56.94615(W) AD(       ) 2
 HD1124  NGVD 29 (07/19/86)  480.3    (m)         1576.     (f) VERT ANG       
 HD1124
 HD1124.Superseded values are not recommended for survey control.
 HD1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1124.See file dsdata.txt to determine how the superseded data were derived.
 HD1124
 HD1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6669108171(NAD 83)
 HD1124_MARKER: DZ = AZIMUTH MARK DISK
 HD1124_SETTING: 66 = SET IN ROCK OUTCROP
 HD1124_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HD1124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1124+STABILITY: POSITION/ELEVATION WELL
 HD1124
 HD1124  HISTORY     - Date     Condition        Report By
 HD1124  HISTORY     - 1978     MONUMENTED       NGS
 HD1124
 HD1124                          STATION DESCRIPTION
 HD1124
 HD1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1124'THE STATION IS LOCATED ABOUT 1.3 MILES SOUTHEAST OF THE CENTER
 HD1124'OF MOUNTAIN GROVE IN THE SOUTHWEST CORNER OF SECTION 10,
 HD1124'T 28 N, R 12 W, AND ON ROAD RIGHT-OF-WAY PROPERTY.
 HD1124'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION GROVE USING
 HD1124'ELECTRONIC DISTANCE EQUIPMENT.
 HD1124'
 HD1124'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS HIGHWAY 60
 HD1124'AND STATE HIGHWAY 95 IN MOUNTAIN GROVE, GO EAST ON HIGHWAY 60
 HD1124'FOR 0.25 MILE TO A CROSS STREET (WALL STREET).  TURN RIGHT AND
 HD1124'GO SOUTH ON WALL STREET FOR 0.65 MILE TO THE JUNCTION OF CLOUSE
 HD1124'STREET AND COUNTY ROUTE AM.  TURN LEFT ON COUNTY ROUTE AM AND
 HD1124'CLOUSE STREET AND GO EASTERLY FOR 0.45 MILE TO A GRAVEL
 HD1124'SIDEROAD LEFT AND COUNTY ROUTE AM BEARS RIGHT, SOUTHEASTERLY.
 HD1124'CONTINUE SOUTHEASTERLY ON COUNTY ROUTE AM FOR 0.3 MILE TO THE
 HD1124'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HD1124'
 HD1124'THE STATION MARK, A STANDARD AZIMUTH MARK DISK
 HD1124'STAMPED---GROVE 1977---, IS CEMENTED IN A DRILL HOLE IN BEDROCK,
 HD1124'FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET EAST-NORTHEAST OF
 HD1124'THE CENTER OF COUNTY ROUTE AM AND 13.5 FEET WEST-SOUTHWEST OF A
 HD1124'FENCE LINE.  THERE IS NO UNDERGROUND DISK OR METAL ROD AT THIS
 HD1124'STATION.
 HD1124'
 HD1124'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 0.89 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2738 ***********************************************************************
 JD2738  DESIGNATION -  GROVE RESET
 JD2738  PID         -  JD2738
 JD2738  STATE/COUNTY-  MO/HENRY
 JD2738  USGS QUAD   -  HARTWELL (1981)
 JD2738
 JD2738                         *CURRENT SURVEY CONTROL
 JD2738  ___________________________________________________________________
 JD2738* NAD 83(1997)-  38 24 15.80106(N)    093 58 34.86280(W)     ADJUSTED  
 JD2738* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 JD2738  ___________________________________________________________________
 JD2738  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JD2738  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD2738
 JD2738  HORZ ORDER  -  SECOND
 JD2738
 JD2738.The horizontal coordinates were established by classical geodetic methods
 JD2738.and adjusted by the National Geodetic Survey in February 2000..
 JD2738
 JD2738.The orthometric height was scaled from a topographic map.
 JD2738
 JD2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2738
 JD2738.The geoid height was determined by GEOID03.
 JD2738
 JD2738;                    North         East     Units Scale Factor Converg.
 JD2738;SPC MO W     -   248,464.477   895,737.146   MT  0.99996693   +0 19 31.1
 JD2738;UTM  15      - 4,251,135.624   414,750.915   MT  0.99968950   -0 36 23.6
 JD2738
 JD2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2738!SPC MO W     -   0.99996237  x   0.99996693  =   0.99992930
 JD2738!UTM  15      -   0.99996237  x   0.99968950  =   0.99965188
 JD2738
 JD2738|---------------------------------------------------------------------|
 JD2738| PID    Reference Object                     Distance      Geod. Az  |
 JD2738|                                                           dddmmss.s |
 JD2738| CN6317 GROVE RM 3                           26.576 METERS 04905     |
 JD2738| JD2724 CLINTON MO POWER SERV CO STACK      APPROX.18.1 KM 0974354.0 |
 JD2738| JD2732 CLINTON MUNICIPAL TANK              APPROX.17.9 KM 1010818.3 |
 JD2738| CN6318 GROVE RM 4                           25.292 METERS 15748     |
 JD2738| CN6315 GROVE RM 1                           30.961 METERS 26116     |
 JD2738| CN6314 GROVE AZ MK                                        3092819.0 |
 JD2738| CN6316 GROVE RM 2                           27.170 METERS 32056     |
 JD2738|---------------------------------------------------------------------|
 JD2738
 JD2738                          SUPERSEDED SURVEY CONTROL
 JD2738
 JD2738  NAD 83(1997)-  38 24 15.80193(N)    093 58 34.86253(W) AD(       ) 2
 JD2738  NAD 83(1986)-  38 24 15.80979(N)    093 58 34.86071(W) AD(       ) 2
 JD2738  NAD 27      -  38 24 15.74090(N)    093 58 34.07100(W) AD(       ) 2
 JD2738
 JD2738.Superseded values are not recommended for survey control.
 JD2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2738.See file dsdata.txt to determine how the superseded data were derived.
 JD2738
 JD2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC1475151136(NAD 83)
 JD2738_MARKER: DS = TRIANGULATION STATION DISK
 JD2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2738_STAMPING: GROVE 1948
 JD2738_MARK LOGO: CGS   
 JD2738_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2738+STABILITY: SURFACE MOTION
 JD2738
 JD2738  HISTORY     - Date     Condition        Report By
 JD2738  HISTORY     - 1960     MONUMENTED       CGS
 JD2738  HISTORY     - 1961     GOOD             LOCENG
 JD2738  HISTORY     - 1963     GOOD             CGS
 JD2738  HISTORY     - 19831014 GOOD             NGS
 JD2738
 JD2738                          STATION DESCRIPTION
 JD2738
 JD2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 JD2738'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JD2738'IN GOOD CONDITION EXCEPT FOR NO. 1 WHICH WAS DESTROYED BY
 JD2738'ROAD CONSTRUCTION.  THE UNDERGROUND AND SURFACE MARKS WERE
 JD2738'LOWERED IN PLACE AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE
 JD2738'HICKORY GROVE SCHOOL HAS BEEN REMOVED AND A HOUSE OWNED BY
 JD2738'E.Y. BERRY OCCUPIES THE SITE.  A COMPLETE DESCRIPTION FOLLOWS.
 JD2738'
 JD2738'STATION IS LOCATED ON A PROMINENT RIDGE OVERLOOKING THE GRAND
 JD2738'RIVER VALLEY ABOUT 11 MILES WEST OF CLINTON AND 4 MILES
 JD2738'SOUTHEAST OF URICH, 75.7 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 JD2738'CORNER OF MR. BERRYS HOUSE, 66.6 FEET SOUTH OF THE SOUTHEAST
 JD2738'CORNER OF THE SAME HOUSE, 39 FEET NORTH OF THE CENTER OF HENRY
 JD2738'COUNTY ROAD AB, 24.5 FEET WEST-NORTHWEST OF A POWER POLE,
 JD2738'20 FEET SOUTH OF THE CENTER OF DRIVEWAY TO HOUSE, AND 1 FOOT
 JD2738'SOUTH OF THE NORTH RIGHT-OF-WAY LINE OF THE ROAD.  THE SURFACE
 JD2738'STATION MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 JD2738'IS STAMPED GROVE 1948.
 JD2738'
 JD2738'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7
 JD2738'AND STATE ROAD K AT THE NORTH EDGE OF URICH, GO SOUTH ON STATE
 JD2738'ROAD K THROUGH THE SMALL TOWN OF URICH FOR 0.6 MILE TO A CONCRETE
 JD2738'BRIDGE AT THE SOUTH EDGE OF TOWN.  CONTINUE SOUTH ON STATE
 JD2738'ROAD K FOR 3.0 MILES TO THE JUNCTION OF HENRY COUNTY ROAD AB
 JD2738'ON THE LEFT.  TURN LEFT AND GO EAST ON HENRY COUNTY ROAD AB
 JD2738'FOR 2.0 MILES TO A CROSSROADS AND THE AZIMUTH MARK ABOUT
 JD2738'100 YARDS NORTH AS DESCRIBED.  CONTINUE SOUTHEAST ON HENRY
 JD2738'COUNTY AB FOR 0.45 MILE TO THE TOP OF A HILL, A HOUSE ON THE
 JD2738'LEFT AND THE STATION AS DESCRIBED.
 JD2738'
 JD2738'REFERENCE MARK NO. 2 IS 89.08 FEET NORTHWEST OF THE STATION,
 JD2738'24 FEET WEST OF THE SOUTHWEST CORNER OF HOUSE AND ON TANGENT
 JD2738'WITH THE SOUTH SIDE OF THE HOUSE, 11.6 FEET SOUTH OF THE NORTH
 JD2738'EDGE OF A ROCK WALL, AN 1.8 FEET NORTH OF THE NORTH EDGE OF
 JD2738'A CONCRETE SIDEWALK.  THE MARK IS SET IN THE CONCRETE PORCH
 JD2738'OF THE OLD SCHOOLHOUSE, 6 INCHES BELOW THE SURFACE OF THE
 JD2738'GROUND, AND IS STAMPED GROVE NO 2 1948.
 JD2738'
 JD2738'REFERENCE MARK NO. 3 IS 87.30 FEET NORTHEAST OF THE STATION,
 JD2738'63 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, AND 1 FOOT
 JD2738'SOUTHWEST OF A FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK
 JD2738'IS STAMPED GROVE NO 3 1948.
 JD2738'
 JD2738'AZIMUTH MARK IS 0.45 MILE NORTHWEST OF THE STATION, ABOUT 250
 JD2738'FEET NORTH OF THE CENTER OF HENRY COUNTY ROAD AB, 57 FEET NORTH
 JD2738'OF THE NORTHWEST CORNER OF A BARN, 16 FEET EAST OF THE CENTER
 JD2738'OF A NORTH-SOUTH ROAD, 2 FEET WEST OF A FENCE, AND 1 FOOT NORTH
 JD2738'OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 JD2738'DISK IS STAMPED GROVE 1948.
 JD2738
 JD2738                          STATION RECOVERY (1961)
 JD2738
 JD2738'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JD2738'RECOVERED BY AERIAL CONTROL GEO.
 JD2738'
 JD2738'STATION, R M 3 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 JD2738
 JD2738                          STATION RECOVERY (1963)
 JD2738
 JD2738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2738'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3
 JD2738'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JD2738'THE DIRECTION TO REFERENCE MARK NO .2 MISSED THE PREVIOUS
 JD2738'DIRECTION BY 5 MINUTES AND 55 SECONDS.  THE DISTANCE TO REFERENCE
 JD2738'MARK NO. 2 MISSED THE PREVIOUS DIRECTION BY 0.24 FOOT.  THE
 JD2738'DIRECTION TO THE AZIMUTH MARK MISSED THE PREVIOUS DIRECTION BY
 JD2738'7.1 SECONDS.  INSUFFICIENT INFORMATION ON REFERENCE MARK NO. 3
 JD2738'PREVENTED A CHECK ON THE MARK.
 JD2738'
 JD2738'REFERENCE MARK NO. 4 WAS ESTABLISHED BY THIS PARTY.
 JD2738'
 JD2738'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JD2738'
 JD2738'THE STATION IS 11-1/2 MILES WEST OF CLINTON, 4-1/2 MILES NORTHWEST
 JD2738'OF URICH, ON A PROMINENT RIDGE OVERLOOKING THE GRAND RIVER
 JD2738'VALLEY AND ON PROPERTY OWNED BY MRS. BERRY.
 JD2738'
 JD2738'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND
 JD2738'COUNTY ROUTE K ON THE NORTH EDGE OF URICH, GO SOUTH ON ROUTE K
 JD2738'FOR 0.9 MILE TO A BRIDGE OVER THE GRAND RIVER.  CONTINUE SOUTH
 JD2738'ON ROUTE K FOR 1.3 MILES TO WHERE ROUTE K TURNS WESTWARD.
 JD2738'CONTINUE SOUTH FOR .05 MILE TO A CROSSROAD.  TURN LEFT AND GO
 JD2738'EAST ON A GRAVEL ROAD FOR 1.2 MILES TO A SIDE ROAD ON THE RIGHT.
 JD2738'TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 1.5 MILES TO THE
 JD2738'AZIMUTH MARK ON THE LEFT, EAST ON THE GRAVEL ROAD.  CONTINUE
 JD2738'SOUTH ON THE GRAVEL ROAD FOR .05 MILE TO A CROSSROAD.  TURN
 JD2738'LEFT AND GO EAST ON A GRAVEL ROAD FOR 0.4 MILE TO THE TOP OF A
 JD2738'HILL AND MRS. BERRYS HOME AND THE STATION WAS ON THE LEFT,
 JD2738'NORTH OF THE GRAVEL ROAD.
 JD2738'
 JD2738'THE STATION MARK, A STANDARD DISK STAMPED GROVE 1948, IS SET
 JD2738'IN A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 JD2738'IS 66 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 41 FEET
 JD2738'NORTH OF THE CENTER OF THE GRAVEL ROAD AND 25 FEET NORTHWEST
 JD2738'OF A TELEPHONE POLE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 JD2738'
 JD2738'REFERENCE MARK NO.2, A STANDARD DISK STAMPED GROVE NO 2 1948,
 JD2738'IS CEMENTED IN A DRILL HOLE IN AN OLD SIDEWALK WHICH IS 1 FOOT
 JD2738'BELOW THE SURFACE OF THE GROUND.  IT IS 47 FEET NORTH OF THE
 JD2738'CENTER OF A GRAVEL DRIVEWAY, 43.5 FEET EAST OF A FENCE AND 24
 JD2738'FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 JD2738'
 JD2738'REFERENCE MARK NO 3, A STANDARD DISK STAMPED GROVE NO 3 1948,
 JD2738'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 JD2738'IS 64 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 37 FEET
 JD2738'NORTH OF THE CENTER OF THE GRAVEL DRIVEWAY AND 1 FOOT SOUTH
 JD2738'OF A FENCE.
 JD2738'
 JD2738'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GROVE NO 4 1948,
 JD2738'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2738'GROUND.  IT IS 35.5 FEET NORTH OF THE CENTER OF THE GRAVEL
 JD2738'ROAD, 19.5 FEET EAST OF A TRACK ROAD AND 1 FOOT WEST OF A POWER
 JD2738'POLE.
 JD2738'
 JD2738'AZIMUTH MARK, A STANDARD DISK STAMPED GROVE 1948, IS SET IN A
 JD2738'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 56.5 FEET
 JD2738'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 17 FEET EAST OF
 JD2738'THE CENTER OF THE GRAVEL ROAD, 2 FEET WEST OF A FENCE AND 1
 JD2738'FOOT NORTH OF A METAL WITNESS POST.
 JD2738'
 JD2738'NOTE- REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 JD2738
 JD2738                          STATION RECOVERY (1983)
 JD2738
 JD2738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JD2738'THE SURFACE STATION MARK, RMS 3, 4 AND THE AZ MK WERE RECOVERED IN
 JD2738'GOOD CONDITION, RM 2 WAS FOUND BUT THE CONCRETE SLAB THE MARK WAS IN,
 JD2738'WAS TILTED BADLY.  THE PROPERTY OWNED REQUESTED RM 2 BE REMOVED
 JD2738'BECAUSE HE INTENDS TO REMOVE THE OLD SCAB.  THE DISK FOR THIS MARK WAS
 JD2738'SALVAGED.  THE DISTANCE AND DIRECTION TO RM 3 AGREED WITH 1963 DATA
 JD2738'BUT THE DISTANCE TO RM 4 WAS 0.034 METERS (0.112 FT) SHORTER AND THE
 JD2738'DIRECTION WAS 5 MINUTES, 54 SECONDS SMALLER.  THE AZ MK IS GROUND
 JD2738'VISIBLE ONLY BY TYING BACK SHRUBBRY FOR A LINE-OF-SIGHT.  A NEW
 JD2738'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI)
 JD2738'W OF CLINTON, 6.5 KM (4.05 MI) SE OF URICH AND IN FROMT OF A HOUSE
 JD2738'OWNED BY BRYAN J SCRODER, 7516 HARRIS STREET, RAYTOWN, MISSOURI 64133.
 JD2738'TO REACH THE STATION FROM THE POST OFFICE IN URICH, GO S ON STATE ROAD
 JD2738'K FOR 3.38 KM (2.10 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO E ON A
 JD2738'GRAVELED ROAD FOR 2.33 KM (1.45 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 JD2738'AND GO S ON A GRAVELED ROAD FOR 2.41 KM (1.25 MI) TO A AZ MK ON THE
 JD2738'LEFT AND ACROSS THE ROAD FROM A FARM HOUSE. CONTINUE S FOR 0.08 KM
 JD2738'(0.05 MI) TO A PAVED CROSSROAD.  TURN LEFT AND GO E ON THE PAVED ROAD
 JD2738'FOR 0.80 KM (0.50 MI) TO THE TOP OF A HILL AND THE STATION ON THE
 JD2738'LEFT, AT A HOUSE.
 JD2738' 
 JD2738'THE STATION IS A STANDARD CGS DISK STAMPED---GROVE 1948---, SET INTO
 JD2738'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER.
 JD2738'RECESSED 3 INCHES (8 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 JD2738'20.15 METERS (66.11 FT) S FROM THE SE CORNER OF THE HOUSE, 12.50
 JD2738'METERS (41.01 FT) N FROM THE CENTERLINE OF THE ROAD, 7.68 METERS
 JD2738'(25.20 FT) NW FROM A POWERLINE POLE.  RM NO 3, IS A STANDARD CGS DISK
 JD2738'STAMPED---GROVE NO 3 1948---, SET INTO THE TOP OF A ROUND CONCRETE
 JD2738'MONUMENT, 12 INCHES, 30 CM, IN DIAMETER, PROJECTING 3 INCHES (8 CM)
 JD2738'ABOVE THE GROUND.  THE STATION IS LOCATED 19.52 METERS (64.04 FT) E
 JD2738'FROM THE NE CORNER OF THE HOUSE, 11.3 METERS (37.1 FT) NE FROM THE
 JD2738'CENTERLINE OF A DRIVEWAY, 0.3 METERS (1.0 FT) S FROM A FENCE, AND 0.9
 JD2738'METERS (3.0 FT) LOWER THAN THE STATION.  RM NO 4, IS A STANDARD CGS
 JD2738'DISK STAMPED---GROVE NO 4 1948---, SET INTO THE TOP OF A SQUARE
 JD2738'CONCRETE MONUMENT, 12 IONCHES (30 CM) IN DIAMETER, PROJECTING 3 INCHES
 JD2738'(8 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 10.96 METERS (35.96
 JD2738'FT) S FROM THE CENTERLINE OF THE ROAD, 6.1 METERS (20.0 FT) E FROM THE
 JD2738'CENTERLINE OF A WOODS ROAD, 0.3 METERS (1.0 FT) W FROM A POWERLINE
 JD2738'POLE.  AZ MK NO 1, IS A STANDARD CGS DISK STAMPED---GROVE 1948---, SET
 JD2738'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 JD2738'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 5.49 METERS
 JD2738'(18.01 FT) E FROM THE CENTERLINE OF THE ROAD, 0.40 METERS (1.31 FT) W
 JD2738'FROM A FENCE, 0.37 METERS (1.21 FT) N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1515 ***********************************************************************
 HD1515  DESIGNATION -  GROVEPORT
 HD1515  PID         -  HD1515
 HD1515  STATE/COUNTY-  MO/WRIGHT
 HD1515  USGS QUAD   -  MOUNTAIN GROVE SOUTH (1985)
 HD1515
 HD1515                         *CURRENT SURVEY CONTROL
 HD1515  ___________________________________________________________________
 HD1515* NAD 83(1997)-  37 07 16.53921(N)    092 18 29.81267(W)     ADJUSTED  
 HD1515* NAVD 88     -       448.5    (meters)    1471.     (feet)  VERTCON   
 HD1515  ___________________________________________________________________
 HD1515  X           -    -205,095.213 (meters)                     COMP
 HD1515  Y           -  -5,088,085.194 (meters)                     COMP
 HD1515  Z           -   3,828,385.081 (meters)                     COMP
 HD1515  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HD1515  ELLIP HEIGHT-         419.14  (meters)          (02/17/00) GPS OBS
 HD1515  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HD1515
 HD1515  HORZ ORDER  -  THIRD
 HD1515  ELLP ORDER  -  FOURTH    CLASS I
 HD1515
 HD1515.The horizontal coordinates were established by GPS observations
 HD1515.and adjusted by the National Geodetic Survey in February 2000..
 HD1515
 HD1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1515
 HD1515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1515
 HD1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1515
 HD1515.The ellipsoidal height was determined by GPS observations
 HD1515.and is referenced to NAD 83.
 HD1515
 HD1515.The geoid height was determined by GEOID03.
 HD1515
 HD1515;                    North         East     Units Scale Factor Converg.
 HD1515;SPC MO C     -   142,926.274   517,036.937   MT  0.99993691   +0 06 56.5
 HD1515;UTM  15      - 4,108,548.237   561,448.945   MT  0.99964651   +0 25 02.9
 HD1515
 HD1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1515!SPC MO C     -   0.99993423  x   0.99993691  =   0.99987114
 HD1515!UTM  15      -   0.99993423  x   0.99964651  =   0.99958076
 HD1515
 HD1515:                Primary Azimuth Mark                     Grid Az
 HD1515:SPC MO C     -  GROVEPORT AZ MK                          260 46 53.5
 HD1515:UTM  15      -  GROVEPORT AZ MK                          260 28 47.1
 HD1515
 HD1515|---------------------------------------------------------------------|
 HD1515| PID    Reference Object                     Distance      Geod. Az  |
 HD1515|                                                           dddmmss.s |
 HD1515| HD1516 GROVEPORT AZ MK                     APPROX. 0.9 KM 2605350.0 |
 HD1515|---------------------------------------------------------------------|
 HD1515
 HD1515                          SUPERSEDED SURVEY CONTROL
 HD1515
 HD1515  NAD 83(1986)-  37 07 16.55076(N)    092 18 29.81296(W) AD(       ) 3
 HD1515  NGVD 29 (07/16/90)  448.3    (m)         1471.     (f) GPS OBS        
 HD1515
 HD1515.Superseded values are not recommended for survey control.
 HD1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1515.See file dsdata.txt to determine how the superseded data were derived.
 HD1515
 HD1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6144908548(NAD 83)
 HD1515_MARKER: I = METAL ROD
 HD1515_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HD1515_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HD1515_STAMPING: GROVEPORT 1989
 HD1515_MARK LOGO: NGS   
 HD1515_PROJECTION: FLUSH
 HD1515_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1515+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1990
 HD1515_ROD/PIPE-DEPTH: 5.5  meters
 HD1515_SLEEVE-DEPTH  : 0.93 meters
 HD1515
 HD1515  HISTORY     - Date     Condition        Report By
 HD1515  HISTORY     - 1989     MONUMENTED       NGS
 HD1515  HISTORY     - 19900122 GOOD
 HD1515
 HD1515                          STATION DESCRIPTION
 HD1515
 HD1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1515'STATION IS LOCATED ABOUT 16 KM (9.95 MI) WEST OF CABOOL,  ABOUT 1.6 KM
 HD1515'(1.00 MI) WEST OF MOUNTAIN GROVE AT THE MOUNTAIN GROVE MEMORIAL
 HD1515'AIRPORT.  OWNERSHIP-CITY OF MOUNTAIN GROVE, CITY HALL, MOUNTAIN GROVE,
 HD1515'MO. 65711.  AIRPORT MANAGER IS LLOYD DARTER, PHONE IS 417-926-4162
 HD1515'(CITY HALL), 926-4246 (AIRPORT).
 HD1515'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 95 AND BUSINESS
 HD1515'ROUTE 60, LOCATED IN THE CENTER OF MOUNTAIN GROVE, GO WEST ALONG
 HD1515'BUSINESS ROUTE 60 FOR 0.80 KM (0.50 MI) TO THE JUNCTION OF N.BASH RD,
 HD1515'THEN CONTINUE ALONG BUSINESS ROUTE 60 FOR 1.8 KM (1.10 MI) TO A ROAD
 HD1515'ON THE LEFT AT AIRPORT SIGN, THEN GO LEFT, SOUTHERLY ALONG AN ASPHALT
 HD1515'ROAD FOR 0.64 KM (0.40 MI) TO A ROAD ON THE LEFT, (RD. 425 AT AIRPORT
 HD1515'SIGN), THEN GO LEFT, EASTERLY FOR 0.16 KM (0.10 MI) TO A RAILROAD
 HD1515'CROSSING, CONTINUE SOUTHEASTERLY ALONG ASPHALT ROAD FOR 0.64 KM
 HD1515'(0.40 MI) TO AIRPORT ENTRANCE ROAD ON THE RIGHT, THEN GO RIGHT ALONG
 HD1515'AIRPORT ENTRANCE ROAD (RD 428) FOR 0.32 KM (0.20 MI) TO THE AIRPORT
 HD1515'MANAGERS HOUSE, THEN GO SOUTHERLY FOR 0.8 KM (0.50 MI) TO THE JUNCTION
 HD1515'OF THE TAXIWAY APPROACH AND RUNWAY 8-26 AND A JET FUEL PUMP AND THE
 HD1515'STATION ON THE RIGHT.
 HD1515'STATION IS 11.4 M (37.4 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 HD1515'RUNWAY, 9.00 M (29.5 FT) NORTHWEST OF THE SECOND RUNWAY LIGHT
 HD1515'SOUTHWEST OF THE TAXI APPROACH, 37.85 M (124.2 FT) SOUTHWEST OF THE
 HD1515'SOUTHWEST EDGE OF THE TAXI APPROACH, 36.7 M (120.4 FT) SOUTH-SOUTHWEST
 HD1515'OF A FUEL PUMP, 18.3 M (60.0 FT) SOUTH OF A 1-INCH CEDAR TREE, AND
 HD1515'ABOUT 13.7 M (44.9 FT) SOUTHEAST OF A DRAINAGE DITCH.
 HD1515'DESCRIBED BY VCP.
 HD1515'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 HD1515
 HD1515                          STATION RECOVERY (1990)
 HD1515
 HD1515'RECOVERED 1990
 HD1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1516 ***********************************************************************
 HD1516  DESIGNATION -  GROVEPORT AZ MK
 HD1516  PID         -  HD1516
 HD1516  STATE/COUNTY-  MO/WRIGHT
 HD1516  USGS QUAD   -  MOUNTAIN GROVE SOUTH (1985)
 HD1516
 HD1516                         *CURRENT SURVEY CONTROL
 HD1516  ___________________________________________________________________
 HD1516* NAD 83(1997)-  37 07 12.17314(N)    092 19 03.83080(W)     ADJUSTED  
 HD1516* NAVD 88     -       444.     (meters)    1457.     (feet)  VERTCON   
 HD1516  ___________________________________________________________________
 HD1516  X           -    -205,937.508 (meters)                     COMP
 HD1516  Y           -  -5,088,129.072 (meters)                     COMP
 HD1516  Z           -   3,828,275.180 (meters)                     COMP
 HD1516  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HD1516  ELLIP HEIGHT-         414.88  (meters)          (02/17/00) GPS OBS
 HD1516  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HD1516
 HD1516  HORZ ORDER  -  THIRD
 HD1516  ELLP ORDER  -  FOURTH    CLASS I
 HD1516
 HD1516.The horizontal coordinates were established by GPS observations
 HD1516.and adjusted by the National Geodetic Survey in February 2000..
 HD1516.No horizontal observational check was made to the station.
 HD1516
 HD1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1516
 HD1516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1516
 HD1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1516
 HD1516.The ellipsoidal height was determined by GPS observations
 HD1516.and is referenced to NAD 83.
 HD1516
 HD1516.The geoid height was determined by GEOID03.
 HD1516
 HD1516;                    North         East     Units Scale Factor Converg.
 HD1516;SPC MO C     -   142,790.033   516,197.474   MT  0.99993656   +0 06 36.0
 HD1516;UTM  15      - 4,108,407.617   560,610.455   MT  0.99964525   +0 24 42.3
 HD1516
 HD1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1516!SPC MO C     -   0.99993490  x   0.99993656  =   0.99987146
 HD1516!UTM  15      -   0.99993490  x   0.99964525  =   0.99958017
 HD1516
 HD1516:                Primary Azimuth Mark                     Grid Az
 HD1516:SPC MO C     -  GROVEPORT                                080 46 53.5
 HD1516:UTM  15      -  GROVEPORT                                080 28 47.2
 HD1516
 HD1516|---------------------------------------------------------------------|
 HD1516| PID    Reference Object                     Distance      Geod. Az  |
 HD1516|                                                           dddmmss.s |
 HD1516| HD1515 GROVEPORT                           APPROX. 0.9 KM 0805329.5 |
 HD1516|---------------------------------------------------------------------|
 HD1516
 HD1516                          SUPERSEDED SURVEY CONTROL
 HD1516
 HD1516  NAD 83(1986)-  37 07 12.18469(N)    092 19 03.83109(W) AD(       ) 3
 HD1516  NGVD 29 (07/16/90)  444.     (m)         1457.     (f) GPS OBS        
 HD1516
 HD1516.Superseded values are not recommended for survey control.
 HD1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1516.See file dsdata.txt to determine how the superseded data were derived.
 HD1516
 HD1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6061008408(NAD 83)
 HD1516_MARKER: I = METAL ROD
 HD1516_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HD1516_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HD1516_STAMPING: GROVEPORT AZ MK 1989
 HD1516_MARK LOGO: NGS   
 HD1516_PROJECTION: FLUSH
 HD1516_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1516+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1990
 HD1516_ROD/PIPE-DEPTH: 1.9  meters
 HD1516_SLEEVE-DEPTH  : 0.93 meters
 HD1516
 HD1516  HISTORY     - Date     Condition        Report By
 HD1516  HISTORY     - 1989     MONUMENTED       NGS
 HD1516  HISTORY     - 19900122 GOOD
 HD1516
 HD1516                          STATION DESCRIPTION
 HD1516
 HD1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1516'STATION IS LOCATED ABOUT 16 KM (9.95 MI) WEST OF CABOOL, ABOUT 1.6 KM
 HD1516'(1.00 MI) WEST OF MOUNTAIN GROVE AT THE MOUNTAIN GROVE MEMORIAL
 HD1516'AIRPORT.  OWNERSHIP-CITY OF MOUNTAIN GROVE, CITY HALL, MOUNTAIN GROVE,
 HD1516'MO. 65711.  AIRPORT MANAGER IS LLOYD DARTER, PHONE IS 417-926-4162
 HD1516'(CITY HALL), 926-4246 (AIRPORT).
 HD1516'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 95 AND BUSINESS
 HD1516'ROUTE 60, LOCATED IN THE CENTER OF MOUNTAIN GROVE, GO WEST ALONG
 HD1516'BUSINESS ROUTE 60 FOR 0.80 KM (0.50 MI) TO THE JUNCTION OF N.BASH RD,
 HD1516'THEN CONTINUE ALONG BUSINESS ROUTE 60 FOR 1.8 KM (1.10 MI) TO A ROAD
 HD1516'ON THE LEFT AT AIRPORT SIGN, THEN GO LEFT, SOUTHERLY ALONG AN ASPHALT
 HD1516'ROAD FOR 0.64 KM (0.40 MI) TO A ROAD ON THE LEFT, (RD. 425 AT AIRPORT
 HD1516'SIGN), TURN LEFT AND GO SOUTHERLY FOR 0.16 KM (0.10 MI) TO A RAILROAD
 HD1516'CROSSING, CONTINUE SOUTHEASTERLY ALONG ASPHALT ROAD FOR 0.64 KM
 HD1516'(0.40 MI) TO AIRPORT ENTRANCE ROAD ON THE RIGHT, THEN GO RIGHT ALONG
 HD1516'AIRPORT ENTRANCE ROAD (RD 428) FOR 0.32 KM (0.20 MI) TO THE AIRPORT
 HD1516'MANAGERS HOUSE, THEN GO SOUTHERLY FOR 0.08 KM (0.05 MI) TO THE
 HD1516'JUNCTION OF THE TAXIWAY APPROACH AND RUNWAY 8-26 AND A JET FUEL PUMP
 HD1516'ON THE RIGHT, THEN GO RIGHT, WESTERLY ALONG THE NORTH SIDE OF THE
 HD1516'RUNWAY FOR 0.80 KM (0.50 MI) TO THE WEST END OF RUNWAY 8-26.
 HD1516'THE STATION MARK IS SET 0.45 M (1.5 FT) EAST OF A FENCELINE, 35.1 M
 HD1516'(115.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY, 33 M
 HD1516'(108.3 FT) WEST OF THE MOST NORTHWEST 1 OF 6 RUNWAY END LIGHTS, 7.6 M
 HD1516'(24.9 FT) SOUTH-SOUTHEAST OF A 4-INCH CEDAR TREE, 12.02 M (39.4 FT)
 HD1516'NORTH OF 2-INCH CEDAR TREE, 0.4 M (1.3 FT) EAST OF A FIBERGLASS
 HD1516'WITNESS POST.
 HD1516'DESCRIBED BY VCP.
 HD1516'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 HD1516
 HD1516                          STATION RECOVERY (1990)
 HD1516
 HD1516'RECOVERED 1990
 HD1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1695 ***********************************************************************
 JC1695  DESIGNATION -  GRUBVILLE
 JC1695  PID         -  JC1695
 JC1695  STATE/COUNTY-  MO/JEFFERSON
 JC1695  USGS QUAD   -  LONEDELL (1969)
 JC1695
 JC1695                         *CURRENT SURVEY CONTROL
 JC1695  ___________________________________________________________________
 JC1695* NAD 83(1997)-  38 17 18.74313(N)    090 45 16.96199(W)     ADJUSTED  
 JC1695* NAVD 88     -       274.7    (meters)     901.     (feet)  GPS OBS   
 JC1695  ___________________________________________________________________
 JC1695  X           -     -66,028.233 (meters)                     COMP
 JC1695  Y           -  -5,012,404.684 (meters)                     COMP
 JC1695  Z           -   3,930,783.875 (meters)                     COMP
 JC1695  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 JC1695  ELLIP HEIGHT-         244.51  (meters)          (02/17/00) GPS OBS
 JC1695  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JC1695
 JC1695  HORZ ORDER  -  FIRST
 JC1695  ELLP ORDER  -  FOURTH    CLASS I
 JC1695
 JC1695.The horizontal coordinates were established by GPS observations
 JC1695.and adjusted by the National Geodetic Survey in February 2000..
 JC1695
 JC1695.The orthometric height was determined by GPS observations and a
 JC1695.high-resolution geoid model.
 JC1695
 JC1695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1695
 JC1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1695
 JC1695.The ellipsoidal height was determined by GPS observations
 JC1695.and is referenced to NAD 83.
 JC1695
 JC1695.The geoid height was determined by GEOID03.
 JC1695
 JC1695;                    North         East     Units Scale Factor Converg.
 JC1695;SPC MO E     -   272,488.468   227,717.457   MT  0.99993945   -0 09 28.2
 JC1695;UTM  15      - 4,240,214.630   696,367.215   MT  1.00007491   +1 23 30.0
 JC1695
 JC1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1695!SPC MO E     -   0.99996164  x   0.99993945  =   0.99990109
 JC1695!UTM  15      -   0.99996164  x   1.00007491  =   1.00003654
 JC1695
 JC1695:                Primary Azimuth Mark                     Grid Az
 JC1695:SPC MO E     -  GRUBVILLE AZ MK                          135 33 28.6
 JC1695:UTM  15      -  GRUBVILLE AZ MK                          134 00 30.4
 JC1695
 JC1695|---------------------------------------------------------------------|
 JC1695| PID    Reference Object                     Distance      Geod. Az  |
 JC1695|                                                           dddmmss.s |
 JC1695| CI3764 GRUBVILLE AZ MK                                    1352400.4 |
 JC1695| CI3765 GRUBVILLE RM 1                       22.948 METERS 26512     |
 JC1695| JC1694 LONE DELL LOOKOUT TOWER             APPROX. 5.6 KM 3185957.7 |
 JC1695| CI3766 GRUBVILLE RM 2                       32.824 METERS 34724     |
 JC1695|---------------------------------------------------------------------|
 JC1695
 JC1695                          SUPERSEDED SURVEY CONTROL
 JC1695
 JC1695  NAD 83(1997)-  38 17 18.74654(N)    090 45 16.96250(W) AD(       ) 1
 JC1695  NAD 83(1986)-  38 17 18.75609(N)    090 45 16.96262(W) AD(       ) 1
 JC1695  NAD 83(1986)-  38 17 18.75607(N)    090 45 16.96264(W) AD(       ) 2
 JC1695  NAD 27      -  38 17 18.56500(N)    090 45 16.49300(W) AD(       ) 2
 JC1695  NGVD 29 (07/19/86)  274.77   (m)          901.5    (f) LEVELING    3  
 JC1695
 JC1695.Superseded values are not recommended for survey control.
 JC1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1695.See file dsdata.txt to determine how the superseded data were derived.
 JC1695
 JC1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9636740215(NAD 83)
 JC1695_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1695_STAMPING: GRUBVILLE 1956
 JC1695_MARK LOGO: CGS   
 JC1695_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1695+STABILITY: SURFACE MOTION
 JC1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1695+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1695
 JC1695  HISTORY     - Date     Condition        Report By
 JC1695  HISTORY     - 1956     MONUMENTED       CGS
 JC1695  HISTORY     - 1960     GOOD             CGS
 JC1695  HISTORY     - 1971     GOOD             NGS
 JC1695  HISTORY     - 19950119 GOOD             MODNR
 JC1695
 JC1695                          STATION DESCRIPTION
 JC1695
 JC1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1695'THE STATION IS LOCATED IN THE VILLAGE OF GRUBVILLE AT THE WEST
 JC1695'EDGE OF A SMALL PLOT OF GROUND THAT LIES ALONG THE EAST SIDE OF
 JC1695'COUNTY ROAD Y AND JUST SOUTH OF THE POST OFFICE.
 JC1695'
 JC1695'TO REACH FROM THE U.S. POST OFFICE IN GRUBVILLE, GO SOUTH ON
 JC1695'COUNTY ROAD Y FOR 118 FEET TO THE STATION ON THE LEFT.
 JC1695'
 JC1695'THE STATION MARK IS A STANDARD DISK STAMPED GRUBVILLE 1956,
 JC1695'SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER 18
 JC1695'INCHES BELOW GROUND SURFACE.  IT IS 118 FEET SOUTH OF THE
 JC1695'SOUTHWEST CORNER OF THE POST OFFICE AND 30 FEET EAST OF THE
 JC1695'CENTER LINE OF COUNTY ROAD Y.
 JC1695'
 JC1695'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GRUBVILLE
 JC1695'NO 1 1956, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 JC1695'FLUSH WITH THE GROUND.  IT IS SET IN A LAWN, 15 FEET EAST OF THE
 JC1695'NORTHEAST CORNER OF A HOUSE AND 36 FEET WEST OF THE CENTER LINE
 JC1695'OF COUNTY ROAD Y.
 JC1695'
 JC1695'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GRUBVILLE
 JC1695'NO 2 1956, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 JC1695'THAT PROJECTS 4 INCHES.  IT IS 33 FEET WEST OF THE CENTER LINE
 JC1695'OF COUNTY ROAD Y, 3 FEET WEST OF A POWER LINE POLE AND AT THE
 JC1695'SOUTH EDGE OF A DRIVEWAY.
 JC1695'
 JC1695'THE AZIMUTH MARK IS LOCATED AT THE SOUTH EDGE OF A FIELD AT
 JC1695'THE TOP OF A SMALL RISE.  THE MARK IS A STANDARD DISK STAMPED
 JC1695'GRUBVILLE 1956, SET IN TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 JC1695'THAT PROJECTS 2 INCHES.  IT IS 6 FEET WEST OF A POWER POLE,
 JC1695'1 FOOT NORTH OF A FENCE LINE, AND 38 FEET NORTH OF THE CENTER
 JC1695'LINE OF COUNTY ROAD Y.  TO REACH FROM THE STATION, GO SOUTH
 JC1695'ON COUNTY ROAD Y FOR 0.05 MILE TO A T-ROAD LEFT.  TURN LEFT AND
 JC1695'GO EAST ON COUNTY ROAD Y FOR 0.5 MILE TO THE TOP OF A SMALL
 JC1695'RISE AND THE AZIMUTH MARK ON THE LEFT.
 JC1695
 JC1695                          STATION RECOVERY (1960)
 JC1695
 JC1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 JC1695'STATION RECOVERED AS DESCRIBED.  AZIMUTH MARK CANNOT BE SEEN FROM
 JC1695'THE GROUND.  TWO LARGE TREES ARE IN THE LINE OF SIGHT.  AZIMUTH
 JC1695'MARK MAY BE VISIBLE INTHE WINTER AFTER TREES SHED THEIR LEAVES.
 JC1695
 JC1695                          STATION RECOVERY (1971)
 JC1695
 JC1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1695'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JC1695'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JC1695'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION
 JC1695'WAS FOUND ADEQUATE FOR RECOVERY.
 JC1695'
 JC1695'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 JC1695'
 JC1695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT GRUBVILLE.
 JC1695
 JC1695                          STATION RECOVERY (1995)
 JC1695
 JC1695'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1695'THE STATION IS A STANDARD CGS DISK IN 12 IN ROUND CONCRETE MONUMENT 12
 JC1695'IN BELOW SURFACE.  REFERENCE MARK NO.  1 IS A STANDARD CGS DISK IN 10
 JC1695'IN SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  REFERENCE MARK NO.  2
 JC1695'IS A STANDARD CGS DISK IN 10 IN SQUARE CONCRETE MONUMENT PROJECTING 4
 JC1695'IN.  THE AZIMUTH MARK IS A STANDARD CGS DISK IN 10 IN SQUARE CONCRETE
 JC1695'MONUMENT PROJECTING THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) ESE
 JC1695'OF ST.  CLAIR, MO AND 13 1/2 MI SOUTH OF PACIFIC, MO IN THE VILLAGE OF
 JC1695'GRUBVILLE, MO ON THE EAST RIGHT-OF-WAY OF ROUTE Y.  IT IS 107.7 FT
 JC1695'(32.8 M) SSE OF R.M.  NO.  2, 75.3 FT (23.0 M) EAST OF R.M.  NO.  1,
 JC1695'30 FT (9.1 M) EAST OF THE CENTER LINE OF PAVEMENT AND 2 FT (0.6 M)
 JC1695'SOUTH OF A CARSONITE WITNESS POST.  REFERENCE MARK NO.  1 IS IN THE
 JC1695'YARD OF A YELLOW FRAME RESIDENCE ON THE WEST RIGHT-OF-WAY.  IT IS 15
 JC1695'FT (4.6 M) EAST OF THE NORTHEAST CORNER OF THE BUILDING AND 36 FT
 JC1695'(11.0 M) WEST OF THE CENTER LINE OF ROUTE Y.  REFERENCE MARK NO.  2 IS
 JC1695'IN A SMALL GRASS ISLAND BETWEEN ENTRANCE TO A PARKING AREA FOR JOE
 JC1695'MAMA S HILLTOP TAVERN.  IT IS 3 FT (0.9 M) WSW OF SOUTH WESTERN BELL
 JC1695'TELEPHONE UTILITY POLE Z1-6965 WITH A LIGHT AND TRANSFORMER. TELEPHONE
 JC1695'RISER BOX 18/1/2 IS ALSO IN THE ISLAND, THE MARK IS 33 FT (10.1 M)
 JC1695'WEST OF THE CENTER LINE OF ROUTE Y.  THE AZIMUTH MARK IS NO LONGER
 JC1695'VISIBLE FROM THE STATION, IT IS LOCATED 0.55 MI (0.89 KM) SOUTHEAST OF
 JC1695'THE STATION AT THE SOUTH EDGE OF A FIELD ON A SMALL RISE AND ON THE
 JC1695'NORTH RIGHT-OF-WAY OF ROUTE Y.  IT IS 38 FT (11.6 M) NORTH OF THE
 JC1695'CENTER LINE OF Y AND OPPOSITE A PRIVATE ENTRANCE. TO REACH THE STATION
 JC1695'FROM THE JUNCTION OF MISSOURI HIGHWAY 30 WITH ROUTE Y ABOUT 10 MI
 JC1695'(16.1 KM) EAST OF ST.  CLAIR, MO AND 1 MI (1.6 KM) EAST OF THE
 JC1695'FRANKLIN-JEFFERSON COUNTY LINE, GO SOUTH ON ROUTE Y FOR 1.1 MI (1.8
 JC1695'KM) TO THE STATION ON THE LEFT (WEST) SIDE IN THE VILLAGE OF GRUBVILLE
 JC1695'AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW ROUTE
 JC1695'Y SOUTH AND EAST FOR 0.55 MI (0.89 KM) TO THE MARK ON THE LEFT (NORTH)
 JC1695'SIDE AS DESCRIBED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0565 ***********************************************************************
 LE0565  DESIGNATION -  GRUNDY
 LE0565  PID         -  LE0565
 LE0565  STATE/COUNTY-  MO/GRUNDY
 LE0565  USGS QUAD   -  TRENTON WEST (1984)
 LE0565
 LE0565                         *CURRENT SURVEY CONTROL
 LE0565  ___________________________________________________________________
 LE0565* NAD 83(1997)-  40 04 57.11374(N)    093 39 42.36269(W)     ADJUSTED  
 LE0565* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 LE0565  ___________________________________________________________________
 LE0565  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 LE0565  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LE0565
 LE0565  HORZ ORDER  -  FIRST
 LE0565
 LE0565.The horizontal coordinates were established by classical geodetic methods
 LE0565.and adjusted by the National Geodetic Survey in February 2000..
 LE0565
 LE0565.The orthometric height was scaled from a topographic map.
 LE0565
 LE0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0565
 LE0565.The geoid height was determined by GEOID03.
 LE0565
 LE0565;                    North         East     Units Scale Factor Converg.
 LE0565;SPC MO C     -   472,258.616   400,917.172   MT  1.00005415   -0 44 53.2
 LE0565;SPC MO W     -   434,968.031   921,489.899   MT  1.00000407   +0 32 23.1
 LE0565;UTM  15      - 4,437,127.287   443,579.581   MT  0.99963919   -0 25 34.0
 LE0565
 LE0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0565!SPC MO C     -   0.99996003  x   1.00005415  =   1.00001417
 LE0565!SPC MO W     -   0.99996003  x   1.00000407  =   0.99996410
 LE0565!UTM  15      -   0.99996003  x   0.99963919  =   0.99959923
 LE0565
 LE0565:                Primary Azimuth Mark                     Grid Az
 LE0565:SPC MO C     -  TRENTON MUNICIPAL TANK                   097 06 58.5
 LE0565:SPC MO W     -  TRENTON MUNICIPAL TANK                   095 49 42.2
 LE0565:UTM  15      -  TRENTON MUNICIPAL TANK                   096 47 39.3
 LE0565
 LE0565|---------------------------------------------------------------------|
 LE0565| PID    Reference Object                     Distance      Geod. Az  |
 LE0565|                                                           dddmmss.s |
 LE0565| LE0567 TRENTON MUNICIPAL TANK              APPROX. 2.5 KM 0962205.3 |
 LE0565| LE0560 TRENTON CENTRAL FARMS PROD STK      APPROX. 4.6 KM 1032317.6 |
 LE0565| LE0563 TRENTON GRUNDY CO CTHSE SPIRE       APPROX. 3.8 KM 1045715.8 |
 LE0565| CL8640 GRUNDY RM 1                          35.930 METERS 12700     |
 LE0565| CL8641 GRUNDY RM 2                          38.146 METERS 23449     |
 LE0565| CL8639 GRUNDY AZ MK 2                                     2673113.2 |
 LE0565| CL8638 GRUNDY AZ MK                                       2674306.0 |
 LE0565|---------------------------------------------------------------------|
 LE0565
 LE0565                          SUPERSEDED SURVEY CONTROL
 LE0565
 LE0565  NAD 83(1997)-  40 04 57.11442(N)    093 39 42.36394(W) AD(       ) 1
 LE0565  NAD 83(1997)-  40 04 57.11596(N)    093 39 42.36520(W) AD(       ) 1
 LE0565  NAD 83(1986)-  40 04 57.11549(N)    093 39 42.36511(W) AD(       ) 1
 LE0565  NAD 27      -  40 04 57.07300(N)    093 39 41.57000(W) AD(       ) 1
 LE0565
 LE0565.Superseded values are not recommended for survey control.
 LE0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0565.See file dsdata.txt to determine how the superseded data were derived.
 LE0565
 LE0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE4358037127(NAD 83)
 LE0565_MARKER: Z = SEE DESCRIPTION
 LE0565_SETTING: 0 = UNSPECIFIED SETTING
 LE0565
 LE0565  HISTORY     - Date     Condition        Report By
 LE0565  HISTORY     - 1948     MONUMENTED       CGS
 LE0565  HISTORY     - 1966     GOOD             CGS
 LE0565  HISTORY     - 1969     GOOD             CGS
 LE0565
 LE0565                          STATION DESCRIPTION
 LE0565
 LE0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 LE0565'THE STATION IS LOCATED ABOUT 2.0 MILES WEST-NORTHWEST OF TRENTON,
 LE0565'ON THE NORTH SIDE OF STATE ROUTE NO 6 AND ON LAND OWNED BY
 LE0565'MR. E.E. TRENARY.  IT IS ABOUT 120 FEET SOUTHWEST OF THE SOUTHWEST
 LE0565'CORNER OF THE FARM HOUSE, SET IN THE SOUTHWEST CORNER OF THE YARD,
 LE0565'69 FEET WEST OF THE DRIVEWAY, 43 FEET NORTH OF THE CENTER OF
 LE0565'STATE ROUTE NO 6, 20 FEET EAST OF FENCE LINE AND 16 FEET NORTH OF
 LE0565'FENCE LINE.  IT IS STAMPED GRUNDY 1948 AND SET 18 INCHES BELOW
 LE0565'THE GROUND SURFACE.
 LE0565'
 LE0565'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 35 FEET SOUTH
 LE0565'OF THE CENTER OF STATE ROUTE NO 6 AND 1 FOOT NORTH OF FENCE LINE.
 LE0565'IT IS STAMPED GRUNDY NO 1 1948 AND PROJECTS 6 INCHES.
 LE0565'
 LE0565'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 35 FEET SOUTH OF
 LE0565'THE CENTER OF STATE ROUTE NO 6 AND 1 FOOT NORTH OF FENCE LINE.
 LE0565'IT IS STAMPED GRUNDY NO 2 1948 AND PROJECTS 6 INCHES.
 LE0565'
 LE0565'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 25 FEET
 LE0565'SOUTH OF THE CENTER OF STATE ROUTE NO 6, 8 FEET EAST OF THE CENTER
 LE0565'OF DRIVEWAY INTO PASTURE, 2 FEET NORTHEAST OF EAST END OF GATE,
 LE0565'1 FOOT EAST OF WITNESS POST AND 1 FOOT NORTH OF FENCE LINE.  IT IS
 LE0565'STAMPED GRUNDY 1948 AND PROJECTS 6 INCHES.  TO REACH FROM THE
 LE0565'STATION, GO WEST ON STATE ROUTE NO 6 FOR 0.4 MILE TO THE MARK ON
 LE0565'THE SOUTH SIDE AS DESCRIBED.
 LE0565'
 LE0565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 LE0565'(CITY ROUTE) AND STATE ROUTE NO 6 IN THE NORTH EDGE OF TRENTON,
 LE0565'GO WEST ON STATE ROUTE NO 6 FOR 1.4 MILES TO GRAND RIVER BRIDGE,
 LE0565'CONTINUE WEST ON STATE ROUTE NO 6 FOR 1.4 MILES TO FARM HOUSE
 LE0565'ON THE RIGHT AND STATION IN FENCE CORNER JUST SOUTHWEST AS
 LE0565'DESCRIBED.
 LE0565'
 LE0565'A 74 FOOT SIGNAL AT STATION DUNLAP 1928 IS VISIBLE AT 50 FEET.
 LE0565'
 LE0565'AN 87 FOOT SIGNAL AT STATION RUDDY 1928 IS VISIBLE AT 37 FEET.
 LE0565'
 LE0565'A 74 FOOT SIGNAL AT STATION JACKSON IS VISIBLE AT 37 FEET.
 LE0565'
 LE0565'AN 87 FOOT SIGNAL AT STATION PINKLEY IS VISIBLE AT 20 FEET.
 LE0565'
 LE0565'A 74 FOOT SIGNAL AT STATION HICKORY IS VISIBLE AT 20 FEET.
 LE0565'
 LE0565'AN 87 FOOT SIGNAL AT STATION JAMESPORT IS VISIBLE AT 50 FEET.
 LE0565'
 LE0565'AN 87 FOOT SIGNAL AT STATION MADISON IS VISIBLE AT 50 FEET.
 LE0565'
 LE0565'AN 87 FOOT SIGNAL AT STATION LIERLEY IS VISIBLE AT 37 FEET.
 LE0565'
 LE0565'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LE0565
 LE0565                          STATION RECOVERY (1966)
 LE0565
 LE0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LE0565'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LE0565'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LE0565'
 LE0565'STATION MARK IS 46.5 FEET WEST OF A NORTH-SOUTH FENCE AND 13 FEET
 LE0565'NORTH OF A METAL WITNESS POST SET IN AN EAST-WEST FENCE.
 LE0565'
 LE0565'A METAL WITNESS POST WAS SET 5 FEET SOUTH OF THE AZIMUTH MARK.
 LE0565'
 LE0565'TO REACH THE STATION FROM THE WEST SIDE OF THE COURTHOUSE IN
 LE0565'TRENTON, GO SOUTH AND WEST ON STATE HIGHWAY 6 FOR 2.5 MILES TO
 LE0565'THE JUNCTION WITH STATE HIGHWAY 146.  TURN RIGHT AND GO NORTH
 LE0565'ON STATE HIGHWAY 146 FOR 1.0 MILE TO A T-INTERSECTION.  TURN RIGHT
 LE0565'AND GO WEST ON A SURFACED ROAD FOR 0.2 MILE TO A FENCE CORNER
 LE0565'AND THE STATION ON THE LEFT.
 LE0565
 LE0565                          STATION RECOVERY (1969)
 LE0565
 LE0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LE0565'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LE0565'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 LE0565'CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD
 LE0565'CONDITION BUT IN THE WAY OF ROAD CONSTRUCTION AND WAS MOVED AS
 LE0565'REQUESTED BY THE MISSOURI STATE HIGHWAY DEPARTMENT.  THE DISTANCE
 LE0565'AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.  THE
 LE0565'PREVIOUS DESCRIPTION AND TO REACH WERE FOUND ADEQUATE FOR
 LE0565'RECOVERY.
 LE0565'
 LE0565'A NEW AZIMUTH MARK WAS SET.
 LE0565'
 LE0565'FOLLOWING IS A NEW DESCRIPTION FOR THE AZIMUTH MARK.
 LE0565'
 LE0565'AZIMUTH MARK, A STANDARD DISK STAMPED GRUNDY 1948 1969, IS SET IN THE
 LE0565'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 0.05
 LE0565'MILE EAST OF THE JUNCTION OF STATE HIGHWAYS 146 AND 128, 125 FEET
 LE0565'NORTH OF THE CENTER OF NEW STATE HIGHWAY 146, 24 FEET SOUTH OF THE
 LE0565'CENTER OF OLD HIGHWAY, 9.5 FEET EAST OF A POWERLINE POLE WITH A
 LE0565'TRANSFORMER, 1 FOOT EAST OF A METAL WITNESS POST, AND ACROSS OLD
 LE0565'HIGHWAY SOUTH-SOUTHWEST OF A HOUSE ON NORTH SIDE OF HIGHWAY.
 LE0565'
 LE0565'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE OLD
 LE0565'HIGHWAY FOR 0.4 MILE TO THE MARK ON THE LEFT.
 LE0565'
 LE0565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 LE0565'WNW OF TRENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1065 ***********************************************************************
 HD1065  DESIGNATION -  GULF
 HD1065  PID         -  HD1065
 HD1065  STATE/COUNTY-  MO/LACLEDE
 HD1065  USGS QUAD   -  WINNIPEG (1976)
 HD1065
 HD1065                         *CURRENT SURVEY CONTROL
 HD1065  ___________________________________________________________________
 HD1065* NAD 83(1997)-  37 34 40.51787(N)    092 16 19.44638(W)     ADJUSTED  
 HD1065* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 HD1065  ___________________________________________________________________
 HD1065  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HD1065  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HD1065
 HD1065  HORZ ORDER  -  SECOND
 HD1065
 HD1065.The horizontal coordinates were established by classical geodetic methods
 HD1065.and adjusted by the National Geodetic Survey in February 2000..
 HD1065
 HD1065.The orthometric height was scaled from a topographic map.
 HD1065
 HD1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1065
 HD1065.The geoid height was determined by GEOID03.
 HD1065
 HD1065;                    North         East     Units Scale Factor Converg.
 HD1065;SPC MO C     -   193,612.244   520,132.658   MT  0.99993832   +0 08 20.4
 HD1065;UTM  15      - 4,159,235.238   564,275.452   MT  0.99965089   +0 26 38.2
 HD1065
 HD1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1065!SPC MO C     -   0.99994134  x   0.99993832  =   0.99987966
 HD1065!UTM  15      -   0.99994134  x   0.99965089  =   0.99959225
 HD1065
 HD1065|---------------------------------------------------------------------|
 HD1065| PID    Reference Object                     Distance      Geod. Az  |
 HD1065|                                                           dddmmss.s |
 HD1065| CN6322 GULF RM 1                            23.801 METERS 05451     |
 HD1065| HD1064 GULF LOOKOUT TOWER                   18.928 METERS 18118     |
 HD1065| HD1063 GULF REFINING CO WATER TANK         APPROX. 0.6 KM 1880435.0 |
 HD1065| CN6321 GULF AZ MK                                         2291213.0 |
 HD1065| CN6323 GULF RM 2                            21.963 METERS 28623     |
 HD1065|---------------------------------------------------------------------|
 HD1065
 HD1065                          SUPERSEDED SURVEY CONTROL
 HD1065
 HD1065  NAD 83(1986)-  37 34 40.53040(N)    092 16 19.44502(W) AD(       ) 2
 HD1065  NAD 27      -  37 34 40.37400(N)    092 16 18.85600(W) AD(       ) 2
 HD1065
 HD1065.Superseded values are not recommended for survey control.
 HD1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1065.See file dsdata.txt to determine how the superseded data were derived.
 HD1065
 HD1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6427559235(NAD 83)
 HD1065_MARKER: DS = TRIANGULATION STATION DISK
 HD1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1065
 HD1065  HISTORY     - Date     Condition        Report By
 HD1065  HISTORY     - 1946     MONUMENTED       CGS
 HD1065  HISTORY     - 1979     GOOD             NGS
 HD1065
 HD1065                          STATION DESCRIPTION
 HD1065
 HD1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1065'THE STATION IS LOCATED ABOUT 16 MILES SOUTH-SOUTHWEST OF
 HD1065'WAYNESVILLE, ABOUT 22 MILES EAST-SOUTHEAST OF LEBANON AND ABOUT 9
 HD1065'MILES SOUTHEAST OF THE SMALL VILLAGE OF FALCON.  IT IS ON THE
 HD1065'PROPERTY OF THE MARK TWAIN NATIONAL FOREST, THE POINT SELECTED IS
 HD1065'62.10 FEET NORTH OF THE FOREST SERVICE LOOKOUT TOWER OF THAT
 HD1065'PROPERTY.  THIS LOOKOUT TOWER IS ALSO KNOWN AS THE GULF LOOKOUT
 HD1065'TOWER.  THE STATION IS 5 FEET WEST OF A WITNESS POST, THE MARK
 HD1065'PROJECTS 3 INCHES AND THE DISK IS STAMPED GULF 1946.
 HD1065'
 HD1065'REFERENCE MARK NO. 1 IS 78.08 FEET NORTHEAST OF THE STATION.  THE
 HD1065'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GULF NO 1 1946.
 HD1065'
 HD1065'REFERENCE MARK NO. 2 IS 72.06 FEET NORTHWEST OF THE STATION.  IT
 HD1065'IS 78 FEET NORTHWEST OF THE NORTHWEST LEG OF THE GULF LOOKOUT
 HD1065'TOWER.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GULF
 HD1065'NO 2 1946.
 HD1065'
 HD1065'THE AZIMUTH MARK IS APPROXIMATLY 0.3 MILE SOUTHWEST OF THE
 HD1065'STATION.  IT IS 100 YARDS NORTH OF THE WESTERLY OF TWO LARGE
 HD1065'SILVER OIL TANKS 1 FOOT NORTH OF THE GULF PROPERTY FENCE LINE,
 HD1065'81 FEET EAST OF THE NORTHWEST CORNER OF THE FENCE LINE OF THIS
 HD1065'PROPERTY AND 2 FEET EAST OF THE WITNESS.  THE MARK PROJECTS 2
 HD1065'INCHES AND THE DISK IS STAMPED GULF 1946.
 HD1065'
 HD1065'TO REACH THE STATION FROM THE POST-OFFICE IN THE SMALL VILLAGE
 HD1065'OF FALCON, GO SOUTHEAST ON STATE HIGHWAY 32 FOR 9.1 MILES TO A
 HD1065'Y FORKS JUST BEFORE PASSING OVER A CONCRETE BRIDGE.  HERE KEEP
 HD1065'LEFT AND GO 3.6 MILES TO WATERTANK AT THE GULF PUMPING STATION.
 HD1065'CONTINUE THROUGH THE GULF PROPERTY FOR 0.3 MILE TO A Y FORKS,
 HD1065'TURN LEFT, NORTH, AND GO 0.3 MILE* TO THE FOREST SERVICE LOOKOUT
 HD1065'TOWER AND THE STATION ON THE RIGHT AS DESCRIBED.
 HD1065'
 HD1065'*TO REACH THE AZIMUTH MARK FROM HERE TURN LEFT THROUGH WOODEN
 HD1065'GATE AND GO 0.2 MILES SOUTHWEST ACROSS HAY MEADOW TO THE GULF
 HD1065'PROPERTY FENCE LINE AND AZIMUTH AS DESCRIBED.
 HD1065'
 HD1065'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GULF
 HD1065'TO THE GULF LOOKOUT TOWER.  IT IS 18.928 METERS (62.10 FEET)
 HD1065'SOUTH OF THE STATION.
 HD1065'
 HD1065'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1065
 HD1065                          STATION RECOVERY (1979)
 HD1065
 HD1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HD1065'STATION AND ALL MARKS WERE RECOVERED IN APPARENT GOOD CONDITION AND
 HD1065'AS PREVIOUSLY DESCRIBED EXCEPT STATION AND REFENCE MARKS ARE NOW IN
 HD1065'DENSE WOODS.  STATION WAS VISITED DURING THE COURSE OF INVESTIGATING
 HD1065'THE GULF LOOKOUT TOWER USFS, WHICH HAS BEEN TORN DOWN, AND NO
 HD1065'OCCUPATION WAS MADE AT THIS TIME.  A WITNESS POST WAS PLACED 1 FOOT
 HD1065'EAST OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0768 ***********************************************************************
 HC0768  DESIGNATION -  GULF PUMP STA S STEELVILLE TK
 HC0768  PID         -  HC0768
 HC0768  STATE/COUNTY-  MO/CRAWFORD
 HC0768  USGS QUAD   -  STEELVILLE (1985)
 HC0768
 HC0768                         *CURRENT SURVEY CONTROL
 HC0768  ___________________________________________________________________
 HC0768* NAD 83(1997)-  37 56 06.88493(N)    091 19 32.25936(W)     ADJUSTED  
 HC0768* NAVD 88     -                                                        
 HC0768  ___________________________________________________________________
 HC0768  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 HC0768  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 HC0768
 HC0768  HORZ ORDER  -  THIRD
 HC0768
 HC0768.The horizontal coordinates were established by classical geodetic methods
 HC0768.and adjusted by the National Geodetic Survey in February 2000..
 HC0768
 HC0768
 HC0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0768
 HC0768.The geoid height was determined by GEOID03.
 HC0768
 HC0768;                    North         East     Units Scale Factor Converg.
 HC0768;SPC MO E     -   233,566.743   177,423.597   MT  0.99999819   -0 30 27.3
 HC0768;UTM  15      - 4,199,952.390   647,139.757   MT  0.99986666   +1 01 46.3
 HC0768
 HC0768                          SUPERSEDED SURVEY CONTROL
 HC0768
 HC0768  NAD 83(1986)-  37 56 06.90200(N)    091 19 32.25765(W) AD(       ) 4
 HC0768  NAD 27      -  37 56 06.73200(N)    091 19 31.75800(W) AD(       ) 3
 HC0768
 HC0768.Superseded values are not recommended for survey control.
 HC0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0768.See file dsdata.txt to determine how the superseded data were derived.
 HC0768
 HC0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB4714099952(NAD 83)
 HC0768_MARKER: 53 = ELEVATED TANK
 HC0768
 HC0768  HISTORY     - Date     Condition        Report By
 HC0768  HISTORY     - 1934     FIRST OBSERVED   CGS
 HC0768  HISTORY     - 1956     GOOD             CGS
 HC0768
 HC0768                          STATION DESCRIPTION
 HC0768
 HC0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0768'THE STATION IS LOCATED ABOUT 3 MILES AIRLINE SOUTHEAST OF
 HC0768'STEELVILLE ON THE WEST SIDE OF STATE ROUTE 19.
 HC0768'
 HC0768'THE TANK IS A LARGE STEEL TANK MOUNTED ON TOP OF A FOUR LEGGED
 HC0768'STEEL STRUCTURE AND IS ABOUT 85 FEET HIGH.  IT IS PAINTED SILVER.
 HC0768'THE CENTER OF THE TOP OF TANK WAS INTERSECTED.
 HC0768'
 HC0768'PROBABLY THE SAME AS GULF PUMP STATION, S. OF STEELVILLE, WATER
 HC0768'TANK, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1063 ***********************************************************************
 HD1063  DESIGNATION -  GULF REFINING CO WATER TANK
 HD1063  PID         -  HD1063
 HD1063  STATE/COUNTY-  MO/LACLEDE
 HD1063  USGS QUAD   -  WINNIPEG (1976)
 HD1063
 HD1063                         *CURRENT SURVEY CONTROL
 HD1063  ___________________________________________________________________
 HD1063* NAD 83(1997)-  37 34 22.10570(N)    092 16 22.72894(W)     ADJUSTED  
 HD1063* NAVD 88     -                                                        
 HD1063  ___________________________________________________________________
 HD1063  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HD1063  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 HD1063
 HD1063  HORZ ORDER  -  THIRD
 HD1063
 HD1063.The horizontal coordinates were established by classical geodetic methods
 HD1063.and adjusted by the National Geodetic Survey in February 2000..
 HD1063
 HD1063
 HD1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1063
 HD1063.The geoid height was determined by GEOID03.
 HD1063
 HD1063;                    North         East     Units Scale Factor Converg.
 HD1063;SPC MO C     -   193,044.437   520,053.491   MT  0.99993828   +0 08 18.3
 HD1063;UTM  15      - 4,158,667.180   564,199.329   MT  0.99965077   +0 26 36.0
 HD1063
 HD1063                          SUPERSEDED SURVEY CONTROL
 HD1063
 HD1063  NAD 83(1986)-  37 34 22.11814(N)    092 16 22.72751(W) AD(       ) 4
 HD1063  NAD 27      -  37 34 21.95800(N)    092 16 22.13800(W) AD(       ) 3
 HD1063
 HD1063.Superseded values are not recommended for survey control.
 HD1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1063.See file dsdata.txt to determine how the superseded data were derived.
 HD1063
 HD1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6419958667(NAD 83)
 HD1063_MARKER: 53 = ELEVATED TANK
 HD1063
 HD1063  HISTORY     - Date     Condition        Report By
 HD1063  HISTORY     - 1939     FIRST OBSERVED   CGS
 HD1063  HISTORY     - 1946     GOOD             CGS
 HD1063
 HD1063                          STATION DESCRIPTION
 HD1063
 HD1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1063'POINT OBSERVED UPON WAS THE FINIAL OF A STEEL, ALUMINUM-PAINTED
 HD1063'WATER TANK APPROXIMATELY 100 FEET HIGH, LOCATED AT THE GULF
 HD1063'REFINING CO. PUMPING STATION, 4 MILES EAST OF NEBO.
 HD1063'
 HD1063'OBSERVED UPON FROM TRIANGULATION STATIONS ROBY, RUSS,
 HD1063'LYNCHBURG, MONICK.
 HD1063
 HD1063                          STATION RECOVERY (1946)
 HD1063
 HD1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1063'THE STATION IS LOCATED ABOUT 16 MILES SOUTH-SOUTHWEST OF
 HD1063'WAYNESVILLE, 22 MILES EAST-SOUTHEAST OF LEBANON AND 9 MILES
 HD1063'SOUTHEAST OF THE SMALL VILLAGE OF FALCON ON THE PROPERTY OF
 HD1063'THE GULF REFINING CO.
 HD1063'
 HD1063'THE TANK IS OF STEEL CONSTRUCTION, FOUR-LEGGED, PAINTED
 HD1063'SILVER AND ABOUT 100 FEET HIGH.
 HD1063'
 HD1063'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 HD1063'
 HD1063'TO REACH THE STATION FROM THE POST OFFICE IN FALCON, GO
 HD1063'SOUTHEAST ON STATE HIGHWAY 32 FOR 9.1 MILES TO A Y FORKS
 HD1063'JUST BEFORE PASSING OVER A CONCRETE BRIDGE.  HERE TURN LEFT
 HD1063'OFF STATE HIGHWAY 32 AND GO 3.6 MILES TO THE GULF PUMPING
 HD1063'STATION AND THE WATER TANK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2558 ***********************************************************************
 JD2558  DESIGNATION -  GUM
 JD2558  PID         -  JD2558
 JD2558  STATE/COUNTY-  MO/MILLER
 JD2558  USGS QUAD   -  ELDON (1983)
 JD2558
 JD2558                         *CURRENT SURVEY CONTROL
 JD2558  ___________________________________________________________________
 JD2558* NAD 83(1997)-  38 15 27.54386(N)    092 31 45.78587(W)     ADJUSTED  
 JD2558* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 JD2558  ___________________________________________________________________
 JD2558  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 JD2558  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JD2558
 JD2558  HORZ ORDER  -  SECOND
 JD2558
 JD2558.The horizontal coordinates were established by classical geodetic methods
 JD2558.and adjusted by the National Geodetic Survey in February 2000..
 JD2558
 JD2558.The orthometric height was scaled from a topographic map.
 JD2558
 JD2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2558
 JD2558.The geoid height was determined by GEOID03.
 JD2558
 JD2558;                    North         East     Units Scale Factor Converg.
 JD2558;SPC MO C     -   269,029.720   497,428.274   MT  0.99993341   -0 01 05.5
 JD2558;UTM  15      - 4,234,507.276   541,173.872   MT  0.99962088   +0 17 29.1
 JD2558
 JD2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2558!SPC MO C     -   0.99996123  x   0.99993341  =   0.99989464
 JD2558!UTM  15      -   0.99996123  x   0.99962088  =   0.99958212
 JD2558
 JD2558|---------------------------------------------------------------------|
 JD2558| PID    Reference Object                     Distance      Geod. Az  |
 JD2558|                                                           dddmmss.s |
 JD2558| CN6325 GUM RM 1                             24.999 METERS 07026     |
 JD2558| CN6324 GUM AZ MK                                          0835602.4 |
 JD2558| JD2559 27 J                                 53.060 METERS 14356     |
 JD2558| CN6326 GUM RM 2                             27.710 METERS 15713     |
 JD2558|---------------------------------------------------------------------|
 JD2558
 JD2558                          SUPERSEDED SURVEY CONTROL
 JD2558
 JD2558  NAD 83(1986)-  38 15 27.55618(N)    092 31 45.78675(W) AD(       ) 2
 JD2558  NAD 27      -  38 15 27.43700(N)    092 31 45.12300(W) AD(       ) 2
 JD2558
 JD2558.Superseded values are not recommended for survey control.
 JD2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2558.See file dsdata.txt to determine how the superseded data were derived.
 JD2558
 JD2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC4117434507(NAD 83)
 JD2558_MARKER: DD = SURVEY DISK
 JD2558_SETTING: 66 = SET IN ROCK OUTCROP
 JD2558
 JD2558  HISTORY     - Date     Condition        Report By
 JD2558  HISTORY     - 1947     MONUMENTED       CGS
 JD2558  HISTORY     - 1973     GOOD             NGS
 JD2558
 JD2558                          STATION DESCRIPTION
 JD2558
 JD2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2558'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH-SOUTHEAST OF ELDON,
 JD2558'ALONG THE SOUTH SIDE OF STATE HIGHWAY 52, NEAR HALLS GROCERY
 JD2558'STORE, IN THE SE 1/4 OF TOWNSHIP 41 N, R.15 W- IT IS 91 FEET SOUTH
 JD2558'OF THE INTERSECTION OF A T ROAD SOUTH AND STATE HIGHWAY 52, 38 FEET
 JD2558'WEST OF THE CENTERLINE OF THE T ROAD, 31 FEET WEST-NORTHWEST OF
 JD2558'A LONE TREE AT THE EDGE OF THE T ROAD AND 25 FEET SOUTHWEST OF
 JD2558'A CONCRETE CULVERT.  THE MARK IS SET IN BEDROCK ABOUT 4 INCHES
 JD2558'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GUM
 JD2558'1947.
 JD2558'
 JD2558'REFERENCE MARK NO. 1 IS 82.01 FEET NORTHEAST OF THE STATION, 56
 JD2558'FEET EAST-SOUTHEAST OF THE STOP SIGN AT THE INTERSECTION OF THE
 JD2558'ROADS, 50 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 52 AND
 JD2558'9 FEET EAST-SOUTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 JD2558'6 INCHES AND THE DISK IS STAMPED GUM 1947 NO 1.
 JD2558'
 JD2558'REFERENCE MARK NO. 2 IS 90.91 FEET SOUTHEAST OF THE STATION, 89
 JD2558'FEET WEST OF THE NORTHWEST CORNER OF THE STORE AND 15 FEET EAST
 JD2558'OF THE CENTERLINE OF THE T ROAD.  THE MARK IS SET IN BEDROCK FLUSH
 JD2558'WITH THE GROUND AND THE DISK IS STAMPED GUM 1947 NO 2.
 JD2558'
 JD2558'BM 27J 1932 IS SET IN THE CONCRETE PORCH OF HALLS GROCERY STORE,
 JD2558'3.2 FEET EAST OF THE WEST EDGE, 2.5 FEET SOUTH OF THE NORTH EDGE
 JD2558'AND THE DISK IS STAMPED 27 J 1932.  A TRAVERSE CONNECTION WAS
 JD2558'MADE FROM TRIANGULATION STATION GUM TO BM 27 J 1932.  IT IS
 JD2558'(174.08 FEET) 53.060 METERS EAST-SOUTHEAST OF THE STATION.
 JD2558'
 JD2558'AZIMUTH MARK ABOUT 0.3 MILE EAST-NORTHEAST OF THE STATION, 73 FEET
 JD2558'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE, 34 FEET NORTH
 JD2558'OF THE CENTERLINE OF STATE HIGHWAY 52 AND 4 FEET WEST OF A WITNESS
 JD2558'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GUM
 JD2558'1947.
 JD2558'
 JD2558'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE HIGHWAY 52
 JD2558'IN ELDON, GO SOUTH ON BOTH HIGHWAYS FOR 3.1 MILES TO JUNCTION,
 JD2558'TURN LEFT (EAST) ON STATE HIGHWAY 52 FOR 4.3 MILES TO A T ROAD
 JD2558'RIGHT AT HALLS GROCERY STORE AND THE STATION.
 JD2558'
 JD2558'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON HIGHWAY 52, 0.3
 JD2558'MILE TO FARM HOUSE ON THE LEFT AND MARK AS DESCRIBED.
 JD2558'
 JD2558'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2558
 JD2558                          STATION RECOVERY (1973)
 JD2558
 JD2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JD2558'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 JD2558'WERE RECOVERED AND FOUND IN GOOD CONDITION.  BENCH MARK 27 J
 JD2558'1932(USGS) WAS DESTROYED WHEN THE HALLS GROCERY STORE BURNED
 JD2558'DOWN AND THE REMAINS WAS REMOVED FROM THE AREA.  THE ROUTE TO
 JD2558'REACH THE STATION IS ADEQUATE WITH THE EXCEPTION THAT THE HALLS
 JD2558'GROCERY STORE IS GONE.  FOLLOWING ARE NEW REFERENCE MEASUREMENTS
 JD2558'FOR THE MARKS.
 JD2558'
 JD2558'THE STATION MARK IS IN A FENCED PASTURE, 4 INCHES BELOW THE
 JD2558'GROUND SURFACE, 73 FEET SOUTHWEST OF A POWER POLE, 41 FEET
 JD2558'WEST OF THE CENTER OF A GRAVELED ROAD, 41.5 FEET EAST OF A
 JD2558'DOUBLE TRUNKED TREE, 27 FEET SOUTHWEST OF THE CENTER OF A CONCRETE
 JD2558'CULVERT HEAD WALL AND 15 FEET SOUTH OF A METAL WITNESS POST
 JD2558'IN A FENCE LINE.
 JD2558'
 JD2558'REFERENCE MARK 1 PROJECTS 3 INCHES.  IT IS 50 FEET SOUTH OF THE
 JD2558'CENTER OF STATE HIGHWAY 52, 38 FEET NORTH-NORTHEAST OF THE
 JD2558'CENTER OF THE EAST END OF THE CONCRETE CULVERT HEAD WALL,
 JD2558'30 FEET EAST-SOUTHEAST OF THE POWER POLE AND 1 FOOT WEST OF
 JD2558'A METAL WITNESS POST.
 JD2558'
 JD2558'REFERENCE MARK 2 IS FLUSH WITH THE GROUND SURFACE.  IT IS 74
 JD2558'FEET NORTH-NORTHEAST OF A POWER POLE WITH TRANSFORMER AND 14
 JD2558'FEET EAST OF THE CENTER OF THE GRAVELED ROAD.
 JD2558'
 JD2558'THE AZIMUTH MARK PROJECTS 3 INCHES.  IT IS 35 FEET NORTH
 JD2558'OF THE CENTER OF HIGHWAY 52, 32 FEET EAST-SOUTHEAST OF A
 JD2558'TELEPHONE POLE, 18.5 FEET WEST-SOUTHWEST OF A CORNER FENCE
 JD2558'POST, 6.5 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A METAL
 JD2558'WITNESS POST.
 JD2558'
 JD2558'NOTE--CLEARING OF TREES ALONG THE NORTH RIGHT-OF-WAY OF HIGHWAY
 JD2558'52 WOULD BE REQUIRED TO SEE THE AZIMUTH MARK FROM THE STATION
 JD2558'MARK AT A 5 FOOT LEVEL THIS DATE.
 JD2558'
 JD2558'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2558'ABOUT 7 MILES SOUTH-SOUTHEAST OF ELDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1405 ***********************************************************************
 HD1405  DESIGNATION -  GUN CLUB
 HD1405  PID         -  HD1405
 HD1405  STATE/COUNTY-  MO/ST CLAIR
 HD1405  USGS QUAD   -  TIFFIN (1991)
 HD1405
 HD1405                         *CURRENT SURVEY CONTROL
 HD1405  ___________________________________________________________________
 HD1405* NAD 83(1997)-  37 59 35.42573(N)    093 56 04.78715(W)     ADJUSTED  
 HD1405* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 HD1405  ___________________________________________________________________
 HD1405  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 HD1405  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HD1405
 HD1405  HORZ ORDER  -  THIRD
 HD1405
 HD1405.The horizontal coordinates were established by classical geodetic methods
 HD1405.and adjusted by the National Geodetic Survey in February 2000..
 HD1405
 HD1405.The orthometric height was scaled from a topographic map.
 HD1405
 HD1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1405
 HD1405.The geoid height was determined by GEOID03.
 HD1405
 HD1405;                    North         East     Units Scale Factor Converg.
 HD1405;SPC MO W     -   202,843.124   899,656.810   MT  0.99997153   +0 20 52.8
 HD1405;UTM  15      - 4,205,469.721   417,930.581   MT  0.99968295   -0 34 31.4
 HD1405
 HD1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1405!SPC MO W     -   0.99996668  x   0.99997153  =   0.99993821
 HD1405!UTM  15      -   0.99996668  x   0.99968295  =   0.99964964
 HD1405
 HD1405|---------------------------------------------------------------------|
 HD1405| PID    Reference Object                     Distance      Geod. Az  |
 HD1405|                                                           dddmmss.s |
 HD1405| CN6328 GUN CLUB RM 1                        23.303 METERS 07052     |
 HD1405| CN6329 GUN CLUB RM 2                        29.456 METERS 15834     |
 HD1405| CN6327 GUN CLUB AZ MK                                     1874600.3 |
 HD1405|---------------------------------------------------------------------|
 HD1405
 HD1405                          SUPERSEDED SURVEY CONTROL
 HD1405
 HD1405  NAD 83(1997)-  37 59 35.42619(N)    093 56 04.78726(W) AD(       ) 3
 HD1405  NAD 83(1997)-  37 59 35.43531(N)    093 56 04.78601(W) AD(       ) 3
 HD1405  NAD 83(1986)-  37 59 35.43564(N)    093 56 04.78518(W) AD(       ) 3
 HD1405  NAD 27      -  37 59 35.32200(N)    093 56 04.00300(W) AD(       ) 3
 HD1405
 HD1405.Superseded values are not recommended for survey control.
 HD1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1405.See file dsdata.txt to determine how the superseded data were derived.
 HD1405
 HD1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC1793105470(NAD 83)
 HD1405_MARKER: DS = TRIANGULATION STATION DISK
 HD1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1405
 HD1405  HISTORY     - Date     Condition        Report By
 HD1405  HISTORY     - 1948     MONUMENTED       CGS
 HD1405  HISTORY     - 1965     GOOD             CGS
 HD1405
 HD1405                          STATION DESCRIPTION
 HD1405
 HD1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HD1405'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHEAST OF ELDORADO
 HD1405'SPRINGS AND 3.0 MILES NORTH OF TIFFIN ON THE SOUTH BANK OF THE
 HD1405'OSAGE RIVER NEAR THE MOUTH OF CLEAR CREEK AND ON LAND OWNED BY
 HD1405'THE ELDORADO SPRINGS GUN CLUB.  IT IS ABOUT 250 FEET NORTH OF THE
 HD1405'NORTHWEST CORNER OF THE CLUB HOUSE, 25 FEET SOUTHWEST OF
 HD1405'TRIANGULAR BLAZED 1 FOOT OAK TREE AND 4 FEET SOUTH OF WITNESS
 HD1405'POST.  IT IS STAMPED GUN CLUB 1948 AND SET FLUSH WITH THE
 HD1405'GROUND.
 HD1405'
 HD1405'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, ON THE EAST
 HD1405'SLOPE OF THE HILL 20 FEET WEST OF TRIANGULAR BLAZED 1 FOOT
 HD1405'OAK TREE.  IT IS STAMPED GUN CLUB NO 1 1948 AND PROJECTS 2
 HD1405'INCHES.
 HD1405'
 HD1405'REFERENCE MARK NO 2 IS SOUTH-SOUTHEAST OF THE STATION, ON THE
 HD1405'SOUTH SLOPE OF THE HILL 12 FEET WEST OF TRIANGULAR BLAZED 8
 HD1405'INCH OAK TREE.  IT IS STAMPED GUN CLUB NO 2 1948 AND PROJECTS
 HD1405'2 INCHES.
 HD1405'
 HD1405'THE U.S.C. AND G. SURVEY BENCH MARK G 177 WAS USED AS THE AZIMUTH
 HD1405'MARK.  IT IS ABOUT 1.5 MILES SOUTH OF THE STATION, 15 FEET
 HD1405'NORTH OF THE CENTER OF EAST-WEST ROAD, 40 FEET WEST OF FENCE
 HD1405'CORNER AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED G 177
 HD1405'1945 AND PROJECTS 5 INCHES.
 HD1405'
 HD1405'TO REACH THE STATION FROM THE POST OFFICE IN TIFFIN, GO NORTH ON
 HD1405'GRAVELED ROAD FOR 0.5 MILE, TURN LEFT AND GO WEST FOR 0.5 MILE,
 HD1405'THENCE RIGHT NORTH FOR 0.5 MILE TO CROSSROADS, CONTINUE STRAIGHT
 HD1405'AHEAD NORTH FOR 0.5 MILE, THENCE RIGHT EAST FOR 0.5 MILE TO
 HD1405'THE AZIMUTH MARK ON THE NORTH SIDE AS DESCRIBED, TURN LEFT
 HD1405'AND GO NORTH 0.5 MILE, THENCE RIGHT AND GO EAST FOR 0.5 MILE,
 HD1405'THENCE LEFT NORTH FOR 0.5 MILE TO SIDE ROAD LEFT, TURN LEFT AND
 HD1405'GO WEST FOR 0.35 MILE, THENCE RIGHT NORTH FOR 0.1 MILE TO
 HD1405'GATE, (THIS GATE IS LOCKED, KEY WILL HAVE TO BE OBTAINED FROM
 HD1405'MR. RALPH OWENS WHO OWNS A DRUG STORE IN ELDORADO SPRINGS) PASS
 HD1405'THROUGH GATE AND CONTINUE WEST AND NORTH FOR 0.2 MILE TO
 HD1405'CLUB HOUSE ON LEFT AND STATION JUST NORTH ON HIGH POINT OF
 HD1405'HILL AS DESCRIBED.
 HD1405'
 HD1405'A 74 FOOT SIGNAL AT STATION LOGAN IS VISIBLE AT 50 FEET
 HD1405'
 HD1405'AN 87 FOOT SIGNAL AT STATION ROCKVILLE IS VISIBLE AT 37 FEET.
 HD1405'
 HD1405'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1405
 HD1405                          STATION RECOVERY (1965)
 HD1405
 HD1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 HD1405'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HD1405'
 HD1405'THE 1948 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2471 ***********************************************************************
 JD2471  DESIGNATION -  GUTHRIE
 JD2471  PID         -  JD2471
 JD2471  STATE/COUNTY-  MO/CALLAWAY
 JD2471  USGS QUAD   -  NEW BLOOMFIELD (1981)
 JD2471
 JD2471                         *CURRENT SURVEY CONTROL
 JD2471  ___________________________________________________________________
 JD2471* NAD 83(1997)-  38 44 50.73270(N)    092 06 02.79762(W)     ADJUSTED  
 JD2471* NAVD 88     -       265.1    (meters)     870.     (feet)  VERTCON   
 JD2471  ___________________________________________________________________
 JD2471  X           -    -182,593.723 (meters)                     COMP
 JD2471  Y           -  -4,977,758.478 (meters)                     COMP
 JD2471  Z           -   3,970,633.428 (meters)                     COMP
 JD2471  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 JD2471  ELLIP HEIGHT-         232.72  (meters)          (02/17/00) GPS OBS
 JD2471  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JD2471
 JD2471  HORZ ORDER  -  FIRST
 JD2471  ELLP ORDER  -  FOURTH    CLASS I
 JD2471
 JD2471.The horizontal coordinates were established by GPS observations
 JD2471.and adjusted by the National Geodetic Survey in February 2000..
 JD2471
 JD2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2471
 JD2471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2471
 JD2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2471
 JD2471.The ellipsoidal height was determined by GPS observations
 JD2471.and is referenced to NAD 83.
 JD2471
 JD2471.The geoid height was determined by GEOID03.
 JD2471
 JD2471;                    North         East     Units Scale Factor Converg.
 JD2471;SPC MO C     -   323,469.292   534,703.605   MT  0.99994816   +0 14 59.5
 JD2471;UTM  15      - 4,289,132.565   578,142.060   MT  0.99967519   +0 33 46.2
 JD2471
 JD2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2471!SPC MO C     -   0.99996349  x   0.99994816  =   0.99991165
 JD2471!UTM  15      -   0.99996349  x   0.99967519  =   0.99963869
 JD2471
 JD2471|---------------------------------------------------------------------|
 JD2471| PID    Reference Object                     Distance      Geod. Az  |
 JD2471|                                                           dddmmss.s |
 JD2471| CN6331 GUTHRIE RM 1                         26.984 METERS 05100     |
 JD2471| JC1564 FULTON CALLAWAY ELEC RAD MAST       APPROX.15.9 KM 0515722.0 |
 JD2471| CN6330 GUTHRIE AZ MK                                      1713002.6 |
 JD2471| CN6333 GUTHRIE RM 3                         27.798 METERS 17327     |
 JD2471| CN6332 GUTHRIE RM 2                         32.702 METERS 17340     |
 JD2471| JD2513 ASHLAND                             APPROX.13.7 KM 2851203.5 |
 JD2471|---------------------------------------------------------------------|
 JD2471
 JD2471                          SUPERSEDED SURVEY CONTROL
 JD2471
 JD2471  NAD 83(1986)-  38 44 50.74366(N)    092 06 02.80330(W) AD(       ) 1
 JD2471  NAD 83(1986)-  38 44 50.74366(N)    092 06 02.80330(W) AD(       ) 2
 JD2471  NAD 27      -  38 44 50.60090(N)    092 06 02.14190(W) AD(       ) 2
 JD2471  NGVD 29 (09/27/93)  265.1    (m)          870.     (f) GPS OBS        
 JD2471
 JD2471.Superseded values are not recommended for survey control.
 JD2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2471.See file dsdata.txt to determine how the superseded data were derived.
 JD2471
 JD2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7814289133(NAD 83)
 JD2471_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2471_SP_SET: CONCRETE POST
 JD2471_STAMPING: GUTHRIE 1949
 JD2471_MARK LOGO: CGS   
 JD2471_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2471+STABILITY: SURFACE MOTION
 JD2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2471+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 JD2471
 JD2471  HISTORY     - Date     Condition        Report By
 JD2471  HISTORY     - 1949     MONUMENTED       CGS
 JD2471  HISTORY     - 1949     GOOD             CGS
 JD2471  HISTORY     - 1968     GOOD             CGS
 JD2471  HISTORY     - 1969     GOOD             USGS
 JD2471  HISTORY     - 1971     GOOD             NGS
 JD2471  HISTORY     - 19920303 GOOD             MODNR
 JD2471  HISTORY     - 20020206 GOOD             INDIV
 JD2471
 JD2471                          STATION DESCRIPTION
 JD2471
 JD2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2471'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH NORTHWEST OF NEW
 JD2471'BLOOMFIELD AND 3/4 MILE SOUTH OF GUTHRIE ON COUNTY ROUTE J
 JD2471'RIGHT OF WAY.  STATION IS 52 FEET SOUTH OF THE APPROXIMATE
 JD2471'CENTERLINE OF A DRIVEWAY.  34 FEET EAST OF THE APPROXIMATE
 JD2471'CENTERLINE OF COUNTY ROUTE J AND 31 FEET WEST OF THE APPROXIMATE
 JD2471'CENTERLINE OF OLD RAILROAD BED NOW USED FOR A ROAD.  THE MARK
 JD2471'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GUTHRIE 1949.
 JD2471'
 JD2471'REFERENCE MARK NO. 1 IS 14 FEET NORTH OF THE APPROXIMATE
 JD2471'CENTERLINE OF DRIVEWAY, 7 FEET NORTH OF GATE POST, 2 FEET
 JD2471'NORTH OF POWER POLE AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 JD2471'ABOUT 6 INCHES AND THE DISK IS STAMPED GUTHRIE NO 1 1949.
 JD2471'
 JD2471'REFERENCE MARK NO. 2 IS 23 FEET EAST OF THE APPROXIMATE
 JD2471'CENTERLINE OF COUNTY ROUTE J AND 4 FEET NORTHEAST OF A TELEPHONE
 JD2471'POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 JD2471'STAMPED GUTHRIE NO 2 1949.
 JD2471'
 JD2471'AZIMUTH MARK IS 38 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 JD2471'T JUNCTION, 8 FEET EAST OF A TELEPHONE POLE AND 6 FEET NORTHEAST
 JD2471'OF FENCECORNER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 JD2471'IS STAMPED GUTHRIE 1949.
 JD2471'
 JD2471'TO REACH FROM THE CENTER OF THE SMALL VILLAGE OF GUTHRIE GO
 JD2471'SOUTH ON MAIN ROAD FOR 0.75 MILE TO STATION ON LEFT OR EAST
 JD2471'SIDE OF COUNTY ROUTE J AS DESCRIBED.  CONTINUE SOUTH FOR 0.35
 JD2471'MILE TO T JUNCTION AND AZIMUTH MARK ON RIGHT OR WEST SIDE OF
 JD2471'ROAD AS DESCRIBED.
 JD2471'
 JD2471'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2471
 JD2471                          STATION RECOVERY (1949)
 JD2471
 JD2471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JD2471'RECOVERED IN GOOD CONDITION.
 JD2471
 JD2471                          STATION RECOVERY (1968)
 JD2471
 JD2471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JD2471'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 JD2471'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 JD2471'MARK WERE FOUND DESTROYED BY ROAD CONSTRUCTION.  THE OLD
 JD2471'ROAD NEAR THE STATION SITE HAS BEEN CHANGED AND THE OLD
 JD2471'RAILROAD BED IS NOW STATE ROAD J. THERE WERE NO OBJECTS
 JD2471'VISIBLE FROM THE GROUND SO A NEW AZIMUTH MARK WAS NOT SET.
 JD2471'
 JD2471'REFERENCE MARK NO. 3 WAS SET.
 JD2471'
 JD2471'FOLLOWING IS A COMPLETE DESCRIPTION.
 JD2471'
 JD2471'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS V AND J
 JD2471'IN THE VILLAGE OF GUTHRIE, GO SOUTHERLY ON STATE ROAD J FOR
 JD2471'0.75 MILE TO A FARM LANE LEADING EAST TO FARM HOUSE ON THE
 JD2471'LEFT AND THE STATION ON THE RIGHT.
 JD2471'
 JD2471'STATION MARK, A STANDARD DISK STAMPED GUTHRIE 1949, IS SET IN THE
 JD2471'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 JD2471'OF THE GROUND.  IT IS 27.5 FEET WEST OF THE CENTER OF STATE
 JD2471'ROAD J, 23.5 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE WITH
 JD2471'METAL REPAIR BOX NO. 4D 7, 5 FEET EAST OF A NORTH-SOUTH
 JD2471'FENCE, AND 4.5 FEET EAST OF A METAL WITNESS POST.  THE
 JD2471'UNDERGROUND MARK WAS NOT INSPECTED.
 JD2471'
 JD2471'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GUTHRIE
 JD2471'NO. 1 1949, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JD2471'PROJECTS 4 INCHES.  IT IS 60.5 FEET EAST OF THE CENTER OF STATE
 JD2471'ROAD J, 21 FEET EAST OF A FENCE, 12 FEET NORTH OF THE LANE
 JD2471'LEADING EAST TO FARM HOUSE, AND 2 FEET NORTH OF A POWERLINE
 JD2471'POLE.
 JD2471'
 JD2471'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GUTHRIE 1949
 JD2471'NO. 3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 JD2471'WHICH PROJECTS 3 INCHES.  IT IS 33.5 FEET WEST OF THE CENTER
 JD2471'OF STATE ROAD J AND 1 FOOT WEST OF A FENCE.
 JD2471'
 JD2471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 JD2471'MILES NW OF NEW BLOOMFIELD.
 JD2471
 JD2471                          STATION RECOVERY (1969)
 JD2471
 JD2471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (TCM)
 JD2471'THIS AZIMUTH MARK TO TRIANGULATION STATION GUTHRIE WAS FOUND
 JD2471'LAYING ON TOP OF THE GROUND, FARM MACHINERY OR ROAD MACHINERY
 JD2471'HAD REMOVED IT FROM ITS SETTING.  THE TABLET (DISK) WAS
 JD2471'REMOVED.  THE STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 JD2471
 JD2471                          STATION RECOVERY (1971)
 JD2471
 JD2471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2471'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JD2471'WERE RECOVERED AS DESCRIBED IN THE 1968 DESCRIPTION AND WERE FOUND
 JD2471'IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JD2471'RECOVERY.
 JD2471'
 JD2471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2471'ABOUT 3/4 MILE SOUTH OF GUTHRIE.
 JD2471
 JD2471                          STATION RECOVERY (1992)
 JD2471
 JD2471'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD2471'DATE OF REPORT 11-30-1992
 JD2471'STATION  GUTHRIE
 JD2471'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2471'STATION AND RMS ARE USC AND GS DISKS
 JD2471'TYPE                   STAMPED--                CONCRETE MONUMENT
 JD2471'SURFACE            GUTHRIE 1949               12 INCH SQUARE FLUSH
 JD2471'REFERENCE MARK--GUTHRIE NO. 1 1949--12 INCH SQUARE PROJECTS 6 INCHES
 JD2471'REFERENCE MARK--GUTHRIE 1949 NO. 3 1968--12 INCH SQUARE PROJECTS 3 IN.
 JD2471'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) (AIRLINE) NORTHWEST OF NEW
 JD2471'BLOOMFIELD, MO AND .75 MI (1.21 KM) SOUTH OF THE VILLAGE OF GUTHRIE
 JD2471'ON THE WEST R/W OF ROUTE J.  IT IS 27.5 FT (8.4 M) WEST OF THE
 JD2471'CENTERLINE OF ROUTE J, 23.5 FT (7.2 M) SSE OF A TELEPHONE POLE, 5 FT
 JD2471'(1.5 M) EAST OF A R/W FENCE AND 4.5 FT (1.4 M) EAST OF A METAL
 JD2471'WITNESS POST.  RM NO. 1 IS 88.6 FT (27.0 M) NORTHEAST OF THE
 JD2471'STATION, 12 FT (3.7 M) NORTH OF A PRIVATE ENTRANCE, AND 2 FT
 JD2471'(0.6 M) NORTH OF A POWER POLE IN A PASTURE FIELD. RM NO. 3 IS 107.3
 JD2471'FT (32.7 M) SSE OF THE STATION, 33.5 FT (10.2 M) WEST OF THE
 JD2471'CENTERLINE OF ROUTE J AND 1 FT (0.3 M) EAST OF THE R/W FENCE.
 JD2471'THE AZIMUTH MARK WAS DESTROYED BY ROAD WORK SEVERAL YEARS AGO.
 JD2471'STATION AND AZIMUTH MARK TO REACH
 JD2471'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 54 AND ROUTE J
 JD2471'IN NEW BLOOMFIELD MO FOLLOW ROUTE J WEST AND NORTHERLY FOR 3.1 MI
 JD2471'(5.0 KM) TO STATION SITE ON LEFT (WEST) AS DESCRIBED. ALTERNATELY,
 JD2471'FROM THE INTERSECTION OF ROUTE Y AND J IN THE VILLAGE OF GUTHRIE, GO
 JD2471'SOUTH ON ROUTE J FOR 0.75 MI (1.21 KM) TO THE STATION SITE ON THE
 JD2471'RIGHT (WEST) SIDE OF THE ROAD AS DESCRIBED.
 JD2471
 JD2471                          STATION RECOVERY (2002)
 JD2471
 JD2471'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RSL)
 JD2471'MARK WAS RECOVERED AS DESCRIBED BY MISSOURI DNR. THE STATION COULD BE
 JD2471'USED FOR GPS UNDER GOOD SATELLITE POSITIONS. THERE IS A LARGE CEDAR
 JD2471'TREE 30 FEET SOUTH OF THE STATION. MO PLS 2001015258
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0304 ***********************************************************************
 LE0304  DESIGNATION -  H 10
 LE0304  PID         -  LE0304
 LE0304  STATE/COUNTY-  MO/SULLIVAN
 LE0304  USGS QUAD   -  POLLOCK (1964)
 LE0304
 LE0304                         *CURRENT SURVEY CONTROL
 LE0304  ___________________________________________________________________
 LE0304* NAD 83(1986)-  40 21 28.     (N)    093 05 14.     (W)     SCALED    
 LE0304* NAVD 88     -       285.225  (meters)     935.78   (feet)  ADJUSTED  
 LE0304  ___________________________________________________________________
 LE0304  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LE0304  DYNAMIC HT  -         285.077 (meters)     935.29  (feet)  COMP
 LE0304  MODELED GRAV-     980,099.9   (mgal)                       NAVD 88
 LE0304
 LE0304  VERT ORDER  -  FIRST     CLASS II
 LE0304
 LE0304.The horizontal coordinates were scaled from a topographic map and have
 LE0304.an estimated accuracy of +/- 6 seconds.
 LE0304
 LE0304.The orthometric height was determined by differential leveling
 LE0304.and adjusted by the National Geodetic Survey in June 1991..
 LE0304
 LE0304.The geoid height was determined by GEOID03.
 LE0304
 LE0304.The dynamic height is computed by dividing the NAVD 88
 LE0304.geopotential number by the normal gravity value computed on the
 LE0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0304.degrees latitude (g = 980.6199 gals.).
 LE0304
 LE0304.The modeled gravity was interpolated from observed gravity values.
 LE0304
 LE0304;                    North         East    Units  Estimated Accuracy
 LE0304;SPC MO C     -   502,340.      450,120.      MT  (+/- 180 meters Scaled)
 LE0304
 LE0304                          SUPERSEDED SURVEY CONTROL
 LE0304
 LE0304  NGVD 29 (??/??/92)  285.208  (m)          935.72   (f) ADJ UNCH    1 2
 LE0304
 LE0304.Superseded values are not recommended for survey control.
 LE0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0304.See file dsdata.txt to determine how the superseded data were derived.
 LE0304
 LE0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE925674(NAD 83)
 LE0304_MARKER: DB = BENCH MARK DISK
 LE0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0304_STAMPING: 935.516 H 10 1930
 LE0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0304+STABILITY: SURFACE MOTION
 LE0304
 LE0304  HISTORY     - Date     Condition        Report By
 LE0304  HISTORY     - 1930     MONUMENTED       CGS
 LE0304  HISTORY     - 1934     GOOD             NGS
 LE0304  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0304
 LE0304                          STATION DESCRIPTION
 LE0304
 LE0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0304'AT POLLOCK.
 LE0304'AT POLLOCK, SULLIVAN COUNTY, 150 YARDS SOUTH OF THE CHICAGO,
 LE0304'BURLINGTON AND QUINCY RAILROAD STATION, 200 FEET NORTH OF
 LE0304'BRIDGE 138.18, AND 52 FEET EAST OF THE TRACK.  A STANDARD DISK,
 LE0304'STAMPED 935.516 H 10 1930 AND SET IN THE TOP OF A CONCRETE POST
 LE0304'FLUSH WITH THE GROUND.
 LE0304
 LE0304                          STATION RECOVERY (1967)
 LE0304
 LE0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0080 ***********************************************************************
 HE0080  DESIGNATION -  H 10 B 1
 HE0080  PID         -  HE0080
 HE0080  STATE/COUNTY-  MO/VERNON
 HE0080  USGS QUAD   -  DEDERICK (1991)
 HE0080
 HE0080                         *CURRENT SURVEY CONTROL
 HE0080  ___________________________________________________________________
 HE0080* NAD 83(1986)-  37 52 05.     (N)    094 12 05.     (W)     SCALED    
 HE0080* NAVD 88     -       257.855  (meters)     845.98   (feet)  ADJUSTED  
 HE0080  ___________________________________________________________________
 HE0080  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HE0080  DYNAMIC HT  -         257.664 (meters)     845.35  (feet)  COMP
 HE0080  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 HE0080
 HE0080  VERT ORDER  -  SECOND    CLASS 0
 HE0080
 HE0080.The horizontal coordinates were scaled from a topographic map and have
 HE0080.an estimated accuracy of +/- 6 seconds.
 HE0080
 HE0080.The orthometric height was determined by differential leveling
 HE0080.and adjusted by the National Geodetic Survey in June 1991..
 HE0080
 HE0080.The geoid height was determined by GEOID03.
 HE0080
 HE0080.The dynamic height is computed by dividing the NAVD 88
 HE0080.geopotential number by the normal gravity value computed on the
 HE0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0080.degrees latitude (g = 980.6199 gals.).
 HE0080
 HE0080.The modeled gravity was interpolated from observed gravity values.
 HE0080
 HE0080;                    North         East    Units  Estimated Accuracy
 HE0080;SPC MO W     -   188,850.      876,270.      MT  (+/- 180 meters Scaled)
 HE0080
 HE0080                          SUPERSEDED SURVEY CONTROL
 HE0080
 HE0080  NGVD 29 (??/??/92)  257.76   (m)          845.7    (f) COMPUTED    2 0
 HE0080
 HE0080.Superseded values are not recommended for survey control.
 HE0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0080.See file dsdata.txt to determine how the superseded data were derived.
 HE0080
 HE0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB943918(NAD 83)
 HE0080_MARKER: Z = SEE DESCRIPTION
 HE0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0080_SP_SET: TRIBACH
 HE0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0080
 HE0080  HISTORY     - Date     Condition        Report By
 HE0080  HISTORY     - UNK      MONUMENTED       DOD
 HE0080  HISTORY     - 1963     GOOD             NGS
 HE0080
 HE0080                          STATION DESCRIPTION
 HE0080
 HE0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0080'3.6 MI SE FROM WALKER.
 HE0080'ABOUT 0.3 MILE SOUTH ALONG COUNTY ROAD C FROM THE
 HE0080'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT WALKER, THENCE 2.2
 HE0080'MILES SOUTHEAST ALONG A BRANCH LINE OF THE MISSOURI-KANSAS-TEXAS
 HE0080'RAILROAD, THENCE 0.95 MILE SOUTH ALONG A GRADED DIRT ROAD,
 HE0080'THENCE 0.2 MILE WEST ACROSS A CULTIVATED FIELD, IN SECTION
 HE0080'26, T 36 N, R 30 W, 5 FEET EAST OF A FENCE, AND ON THE TOP
 HE0080'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 HE0080'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 HE0080'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0079 ***********************************************************************
 HE0079  DESIGNATION -  H 10 B 2
 HE0079  PID         -  HE0079
 HE0079  STATE/COUNTY-  MO/VERNON
 HE0079  USGS QUAD   -  DEDERICK (1991)
 HE0079
 HE0079                         *CURRENT SURVEY CONTROL
 HE0079  ___________________________________________________________________
 HE0079* NAD 83(1986)-  37 52 15.     (N)    094 11 49.     (W)     SCALED    
 HE0079* NAVD 88     -       254.846  (meters)     836.11   (feet)  ADJUSTED  
 HE0079  ___________________________________________________________________
 HE0079  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HE0079  DYNAMIC HT  -         254.657 (meters)     835.49  (feet)  COMP
 HE0079  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 HE0079
 HE0079  VERT ORDER  -  SECOND    CLASS 0
 HE0079
 HE0079.The horizontal coordinates were scaled from a topographic map and have
 HE0079.an estimated accuracy of +/- 6 seconds.
 HE0079
 HE0079.The orthometric height was determined by differential leveling
 HE0079.and adjusted by the National Geodetic Survey in June 1991..
 HE0079
 HE0079.The geoid height was determined by GEOID03.
 HE0079
 HE0079.The dynamic height is computed by dividing the NAVD 88
 HE0079.geopotential number by the normal gravity value computed on the
 HE0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0079.degrees latitude (g = 980.6199 gals.).
 HE0079
 HE0079.The modeled gravity was interpolated from observed gravity values.
 HE0079
 HE0079;                    North         East    Units  Estimated Accuracy
 HE0079;SPC MO W     -   189,160.      876,660.      MT  (+/- 180 meters Scaled)
 HE0079
 HE0079                          SUPERSEDED SURVEY CONTROL
 HE0079
 HE0079  NGVD 29 (??/??/92)  254.75   (m)          835.8    (f) COMPUTED    2 0
 HE0079
 HE0079.Superseded values are not recommended for survey control.
 HE0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0079.See file dsdata.txt to determine how the superseded data were derived.
 HE0079
 HE0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB947921(NAD 83)
 HE0079_MARKER: Z = SEE DESCRIPTION
 HE0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0079_SP_SET: TRIBACH
 HE0079_STAMPING: ABOUT 0.3 MILE SOUTH ALONG COUNTY ROAD C FROM THE
 HE0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0079
 HE0079  HISTORY     - Date     Condition        Report By
 HE0079  HISTORY     - UNK      MONUMENTED       DOD
 HE0079  HISTORY     - 1963     GOOD             NGS
 HE0079
 HE0079                          STATION DESCRIPTION
 HE0079
 HE0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0079'3.2 MI SE FROM WALKER.
 HE0079'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT WALKER THENCE 2.2
 HE0079'MILES SOUTHEAST ALONG A BRANCH LINE OF THE MISSOURI-KANSAS-TEXAS
 HE0079'RAILROAD, THENCE 0.75 MILE SOUTH ALONG A GRADED DIRT ROAD, 35
 HE0079'FEET WEST OF THE CENTER LINE OF THE ROAD, THE TOP SURFACE
 HE0079'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 HE0079'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET,
 HE0079'9 FEET WEST OF A FENCE, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 HE0079'ROAD.  MONOLITH AZIMUTH MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0141 ***********************************************************************
 JD0141  DESIGNATION -  H 100
 JD0141  PID         -  JD0141
 JD0141  STATE/COUNTY-  MO/COLE
 JD0141  USGS QUAD   -  RUSSELLVILLE (1969)
 JD0141
 JD0141                         *CURRENT SURVEY CONTROL
 JD0141  ___________________________________________________________________
 JD0141* NAD 83(1986)-  38 30 16.     (N)    092 27 18.     (W)     SCALED    
 JD0141* NAVD 88     -       267.008  (meters)     876.01   (feet)  ADJUSTED  
 JD0141  ___________________________________________________________________
 JD0141  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JD0141  DYNAMIC HT  -         266.825 (meters)     875.41  (feet)  COMP
 JD0141  MODELED GRAV-     979,937.0   (mgal)                       NAVD 88
 JD0141
 JD0141  VERT ORDER  -  SECOND    CLASS 0
 JD0141
 JD0141.The horizontal coordinates were scaled from a topographic map and have
 JD0141.an estimated accuracy of +/- 6 seconds.
 JD0141
 JD0141.The orthometric height was determined by differential leveling
 JD0141.and adjusted by the National Geodetic Survey in June 1991..
 JD0141
 JD0141.The geoid height was determined by GEOID03.
 JD0141
 JD0141.The dynamic height is computed by dividing the NAVD 88
 JD0141.geopotential number by the normal gravity value computed on the
 JD0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0141.degrees latitude (g = 980.6199 gals.).
 JD0141
 JD0141.The modeled gravity was interpolated from observed gravity values.
 JD0141
 JD0141;                    North         East    Units  Estimated Accuracy
 JD0141;SPC MO C     -   296,420.      503,930.      MT  (+/- 180 meters Scaled)
 JD0141
 JD0141                          SUPERSEDED SURVEY CONTROL
 JD0141
 JD0141  NGVD 29 (??/??/92)  266.981  (m)          875.92   (f) ADJ UNCH    2 0
 JD0141
 JD0141.Superseded values are not recommended for survey control.
 JD0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0141.See file dsdata.txt to determine how the superseded data were derived.
 JD0141
 JD0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC475619(NAD 83)
 JD0141_MARKER: DB = BENCH MARK DISK
 JD0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0141_STAMPING: H 100 1935
 JD0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0141+STABILITY: SURFACE MOTION
 JD0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD0141+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1999
 JD0141
 JD0141  HISTORY     - Date     Condition        Report By
 JD0141  HISTORY     - 1935     MONUMENTED       CGS
 JD0141  HISTORY     - 19991001 GOOD             LOCENG
 JD0141
 JD0141                          STATION DESCRIPTION
 JD0141
 JD0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0141'1 MI SW FROM RUSSELLVILLE.
 JD0141'1.0 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0141'STATION AT RUSSELLVILLE, COLE COUNTY, ABOUT 55 FEET SOUTHWEST
 JD0141'OF THE CENTER OF A COUNTY ROAD CROSSING, AND 10 FEET WEST OF THE
 JD0141'CENTER OF THE ENTRANCE GATE TO THE JOHN KRAUS FARMHOUSE.  A
 JD0141'STANDARD DISK, STAMPED H 100 1935 AND SET IN THE TOP OF A
 JD0141'CONCRETE POST.
 JD0141
 JD0141                          STATION RECOVERY (1999)
 JD0141
 JD0141'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (CMC)
 JD0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0714 ***********************************************************************
 JC0714  DESIGNATION -  H 101
 JC0714  PID         -  JC0714
 JC0714  STATE/COUNTY-  MO/FRANKLIN
 JC0714  USGS QUAD   -  LESLIE (1980)
 JC0714
 JC0714                         *CURRENT SURVEY CONTROL
 JC0714  ___________________________________________________________________
 JC0714* NAD 83(1986)-  38 25 07.     (N)    091 13 53.     (W)     SCALED    
 JC0714* NAVD 88     -       249.756  (meters)     819.41   (feet)  ADJUSTED  
 JC0714  ___________________________________________________________________
 JC0714  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JC0714  DYNAMIC HT  -         249.589 (meters)     818.86  (feet)  COMP
 JC0714  MODELED GRAV-     979,952.8   (mgal)                       NAVD 88
 JC0714
 JC0714  VERT ORDER  -  SECOND    CLASS 0
 JC0714
 JC0714.The horizontal coordinates were scaled from a topographic map and have
 JC0714.an estimated accuracy of +/- 6 seconds.
 JC0714
 JC0714.The orthometric height was determined by differential leveling
 JC0714.and adjusted by the National Geodetic Survey in June 1991..
 JC0714
 JC0714.The geoid height was determined by GEOID03.
 JC0714
 JC0714.The dynamic height is computed by dividing the NAVD 88
 JC0714.geopotential number by the normal gravity value computed on the
 JC0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0714.degrees latitude (g = 980.6199 gals.).
 JC0714
 JC0714.The modeled gravity was interpolated from observed gravity values.
 JC0714
 JC0714;                    North         East    Units  Estimated Accuracy
 JC0714;SPC MO E     -   287,150.      186,130.      MT  (+/- 180 meters Scaled)
 JC0714
 JC0714                          SUPERSEDED SURVEY CONTROL
 JC0714
 JC0714  NGVD 29 (??/??/92)  249.774  (m)          819.47   (f) ADJ UNCH    2 0
 JC0714
 JC0714.Superseded values are not recommended for survey control.
 JC0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0714.See file dsdata.txt to determine how the superseded data were derived.
 JC0714
 JC0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC543537(NAD 83)
 JC0714_MARKER: DB = BENCH MARK DISK
 JC0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0714_STAMPING: H 101 1935
 JC0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0714+STABILITY: SURFACE MOTION
 JC0714
 JC0714  HISTORY     - Date     Condition        Report By
 JC0714  HISTORY     - 1935     MONUMENTED       CGS
 JC0714  HISTORY     - 1940     GOOD             NGS
 JC0714
 JC0714                          STATION DESCRIPTION
 JC0714
 JC0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0714'AT LESLIE.
 JC0714'AT LESLIE, FRANKLIN COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0714'RAILROAD, 75 YARDS WEST OF THE STATION, OPPOSITE MILEPOST 74,
 JC0714'AT A ROAD CROSSING, 51.8 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JC0714'31.8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 0.6 FOOT
 JC0714'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H
 JC0714'101 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 JC0714'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0740 ***********************************************************************
 JC0740  DESIGNATION -  H 102
 JC0740  PID         -  JC0740
 JC0740  STATE/COUNTY-  MO/GASCONADE
 JC0740  USGS QUAD   -  ROSEBUD (1980)
 JC0740
 JC0740                         *CURRENT SURVEY CONTROL
 JC0740  ___________________________________________________________________
 JC0740* NAD 83(1986)-  38 26 51.     (N)    091 26 47.     (W)     SCALED    
 JC0740* NAVD 88     -       272.525  (meters)     894.11   (feet)  ADJUSTED  
 JC0740  ___________________________________________________________________
 JC0740  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JC0740  DYNAMIC HT  -         272.341 (meters)     893.51  (feet)  COMP
 JC0740  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 JC0740
 JC0740  VERT ORDER  -  SECOND    CLASS 0
 JC0740
 JC0740.The horizontal coordinates were scaled from a topographic map and have
 JC0740.an estimated accuracy of +/- 6 seconds.
 JC0740
 JC0740.The orthometric height was determined by differential leveling
 JC0740.and adjusted by the National Geodetic Survey in June 1991..
 JC0740
 JC0740.The geoid height was determined by GEOID03.
 JC0740
 JC0740.The dynamic height is computed by dividing the NAVD 88
 JC0740.geopotential number by the normal gravity value computed on the
 JC0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0740.degrees latitude (g = 980.6199 gals.).
 JC0740
 JC0740.The modeled gravity was interpolated from observed gravity values.
 JC0740
 JC0740;                    North         East    Units  Estimated Accuracy
 JC0740;SPC MO E     -   290,530.      167,390.      MT  (+/- 180 meters Scaled)
 JC0740
 JC0740                          SUPERSEDED SURVEY CONTROL
 JC0740
 JC0740  NGVD 29 (??/??/92)  272.535  (m)          894.14   (f) ADJ UNCH    2 0
 JC0740
 JC0740.Superseded values are not recommended for survey control.
 JC0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0740.See file dsdata.txt to determine how the superseded data were derived.
 JC0740
 JC0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC355566(NAD 83)
 JC0740_MARKER: DB = BENCH MARK DISK
 JC0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0740_STAMPING: H 102 1935
 JC0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0740+STABILITY: SURFACE MOTION
 JC0740
 JC0740  HISTORY     - Date     Condition        Report By
 JC0740  HISTORY     - 1935     MONUMENTED       CGS
 JC0740  HISTORY     - 1938     GOOD             NGS
 JC0740
 JC0740                          STATION DESCRIPTION
 JC0740
 JC0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0740'2 MI SE FROM DRAKE.
 JC0740'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM A GENERAL STORE
 JC0740'AT DRAKE, GASCONADE COUNTY, AT THE JUNCTION OF A ROAD LEADING
 JC0740'EAST TO A FARMHOUSE, 35 FEET EAST OF THE CENTER LINE OF THE
 JC0740'HIGHWAY, AND SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER.  A
 JC0740'STANDARD DISK, STAMPED H 102 1935 AND SET IN THE TOP OF A
 JC0740'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0642 ***********************************************************************
 JC0642  DESIGNATION -  H 103
 JC0642  PID         -  JC0642
 JC0642  STATE/COUNTY-  MO/MONTGOMERY
 JC0642  USGS QUAD   -  PINNACLE LAKE (1973)
 JC0642
 JC0642                         *CURRENT SURVEY CONTROL
 JC0642  ___________________________________________________________________
 JC0642* NAD 83(1986)-  38 49 18.     (N)    091 27 59.     (W)     SCALED    
 JC0642* NAVD 88     -       230.230  (meters)     755.35   (feet)  ADJUSTED  
 JC0642  ___________________________________________________________________
 JC0642  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JC0642  DYNAMIC HT  -         230.082 (meters)     754.86  (feet)  COMP
 JC0642  MODELED GRAV-     979,980.8   (mgal)                       NAVD 88
 JC0642
 JC0642  VERT ORDER  -  SECOND    CLASS 0
 JC0642
 JC0642.The horizontal coordinates were scaled from a topographic map and have
 JC0642.an estimated accuracy of +/- 6 seconds.
 JC0642
 JC0642.The orthometric height was determined by differential leveling
 JC0642.and adjusted by the National Geodetic Survey in June 1991..
 JC0642
 JC0642.The geoid height was determined by GEOID03.
 JC0642
 JC0642.The dynamic height is computed by dividing the NAVD 88
 JC0642.geopotential number by the normal gravity value computed on the
 JC0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0642.degrees latitude (g = 980.6199 gals.).
 JC0642
 JC0642.The modeled gravity was interpolated from observed gravity values.
 JC0642
 JC0642;                    North         East    Units  Estimated Accuracy
 JC0642;SPC MO E     -   332,080.      166,080.      MT  (+/- 180 meters Scaled)
 JC0642
 JC0642                          SUPERSEDED SURVEY CONTROL
 JC0642
 JC0642  NGVD 29 (??/??/92)  230.238  (m)          755.37   (f) ADJ UNCH    2 0
 JC0642
 JC0642.Superseded values are not recommended for survey control.
 JC0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0642.See file dsdata.txt to determine how the superseded data were derived.
 JC0642
 JC0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC331981(NAD 83)
 JC0642_MARKER: DB = BENCH MARK DISK
 JC0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0642_STAMPING: H 103 1935
 JC0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0642+STABILITY: SURFACE MOTION
 JC0642
 JC0642  HISTORY     - Date     Condition        Report By
 JC0642  HISTORY     - 1935     MONUMENTED       CGS
 JC0642  HISTORY     - 1972     MARK NOT FOUND   USGS
 JC0642
 JC0642                          STATION DESCRIPTION
 JC0642
 JC0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0642'1.5 MI N FROM BIG SPRINGS.
 JC0642'1.5 MILES NORTH ALONG STATE HIGHWAY 19 FROM BIGSPRING,
 JC0642'MONTGOMERY COUNTY, OPPOSITE A WIDE CURVE, AT THE EDGE OF A BANK,
 JC0642'100 FEET NORTH OF THE SOUTH END OF A SHALLOW CUT, 100 FEET
 JC0642'SOUTH OF THE CENTER OF THE JUNCTION OF A LANE LEADING WEST, AND
 JC0642'40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 JC0642'DISK, STAMPED H 103 1935 AND SET IN THE TOP OF A CONCRETE POST
 JC0642'PROJECTING 6 INCHES ABOVE GROUND.
 JC0642
 JC0642                          STATION RECOVERY (1972)
 JC0642
 JC0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JC0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0836 ***********************************************************************
 JC0836  DESIGNATION -  H 104
 JC0836  PID         -  JC0836
 JC0836  STATE/COUNTY-  MO/CRAWFORD
 JC0836  USGS QUAD   -  CUBA (1980)
 JC0836
 JC0836                         *CURRENT SURVEY CONTROL
 JC0836  ___________________________________________________________________
 JC0836* NAD 83(1986)-  38 03 46.     (N)    091 23 53.     (W)     SCALED    
 JC0836* NAVD 88     -       309.416  (meters)    1015.14   (feet)  ADJUSTED  
 JC0836  ___________________________________________________________________
 JC0836  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 JC0836  DYNAMIC HT  -         309.192 (meters)    1014.41  (feet)  COMP
 JC0836  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 JC0836
 JC0836  VERT ORDER  -  FIRST     CLASS II
 JC0836
 JC0836.The horizontal coordinates were scaled from a topographic map and have
 JC0836.an estimated accuracy of +/- 6 seconds.
 JC0836
 JC0836.The orthometric height was determined by differential leveling
 JC0836.and adjusted by the National Geodetic Survey in June 1991..
 JC0836
 JC0836.The geoid height was determined by GEOID03.
 JC0836
 JC0836.The dynamic height is computed by dividing the NAVD 88
 JC0836.geopotential number by the normal gravity value computed on the
 JC0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0836.degrees latitude (g = 980.6199 gals.).
 JC0836
 JC0836.The modeled gravity was interpolated from observed gravity values.
 JC0836
 JC0836;                    North         East    Units  Estimated Accuracy
 JC0836;SPC MO E     -   247,780.      171,190.      MT  (+/- 180 meters Scaled)
 JC0836
 JC0836                          SUPERSEDED SURVEY CONTROL
 JC0836
 JC0836  NGVD 29 (??/??/92)  309.407  (m)         1015.11   (f) ADJ UNCH    1 2
 JC0836
 JC0836.Superseded values are not recommended for survey control.
 JC0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0836.See file dsdata.txt to determine how the superseded data were derived.
 JC0836
 JC0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC405139(NAD 83)
 JC0836_MARKER: DB = BENCH MARK DISK
 JC0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0836_STAMPING: H 104 1935
 JC0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0836+STABILITY: SURFACE MOTION
 JC0836
 JC0836  HISTORY     - Date     Condition        Report By
 JC0836  HISTORY     - 1935     MONUMENTED       CGS
 JC0836  HISTORY     - 1949     GOOD             NGS
 JC0836
 JC0836                          STATION DESCRIPTION
 JC0836
 JC0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0836'AT CUBA.
 JC0836'AT CUBA, CRAWFORD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 JC0836'110 FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, 55 FEET
 JC0836'SOUTHEAST OF THE INTERSECTION OF EAST MAIN AVENUE AND LAWRENCE
 JC0836'STREET, 24 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 23
 JC0836'FEET EAST OF THE EAST EDGE OF THE WEST CURBING AROUND A SMALL
 JC0836'GRASS PARK, 6 FEET NORTH OF THE NORTH BRIDGE EDGE OF THE STATION
 JC0836'PLATFORM, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, LEVEL WITH
 JC0836'THE STATION PLATFORM, AND ABOUT 1 INCH BELOW THE LEVEL OF THE
 JC0836'GROUND.  A STANDARD DISK, STAMPED H 104 1935 AND SET IN THE TOP
 JC0836'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0116 ***********************************************************************
 HE0116  DESIGNATION -  H 106
 HE0116  PID         -  HE0116
 HE0116  STATE/COUNTY-  MO/VERNON
 HE0116  USGS QUAD   -  MOUNDVILLE (1991)
 HE0116
 HE0116                         *CURRENT SURVEY CONTROL
 HE0116  ___________________________________________________________________
 HE0116* NAD 83(1986)-  37 49 38.     (N)    094 23 01.     (W)     SCALED    
 HE0116* NAVD 88     -       236.138  (meters)     774.73   (feet)  ADJUSTED  
 HE0116  ___________________________________________________________________
 HE0116  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HE0116  DYNAMIC HT  -         235.961 (meters)     774.15  (feet)  COMP
 HE0116  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 HE0116
 HE0116  VERT ORDER  -  SECOND    CLASS 0
 HE0116
 HE0116.The horizontal coordinates were scaled from a topographic map and have
 HE0116.an estimated accuracy of +/- 6 seconds.
 HE0116
 HE0116.The orthometric height was determined by differential leveling
 HE0116.and adjusted by the National Geodetic Survey in June 1991..
 HE0116
 HE0116.The geoid height was determined by GEOID03.
 HE0116
 HE0116.The dynamic height is computed by dividing the NAVD 88
 HE0116.geopotential number by the normal gravity value computed on the
 HE0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0116.degrees latitude (g = 980.6199 gals.).
 HE0116
 HE0116.The modeled gravity was interpolated from observed gravity values.
 HE0116
 HE0116;                    North         East    Units  Estimated Accuracy
 HE0116;SPC MO W     -   184,280.      860,250.      MT  (+/- 180 meters Scaled)
 HE0116
 HE0116                          SUPERSEDED SURVEY CONTROL
 HE0116
 HE0116  NGVD 29 (??/??/92)  236.04   (m)          774.4    (f) COMPUTED    2 0
 HE0116
 HE0116.Superseded values are not recommended for survey control.
 HE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0116.See file dsdata.txt to determine how the superseded data were derived.
 HE0116
 HE0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB782875(NAD 83)
 HE0116_MARKER: DB = BENCH MARK DISK
 HE0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0116_STAMPING: H 106 1934
 HE0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0116+STABILITY: SURFACE MOTION
 HE0116
 HE0116  HISTORY     - Date     Condition        Report By
 HE0116  HISTORY     - 1934     MONUMENTED       CGS
 HE0116  HISTORY     - 1935     GOOD             NGS
 HE0116  HISTORY     - 1963     MARK NOT FOUND   NGS
 HE0116
 HE0116                          STATION DESCRIPTION
 HE0116
 HE0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0116'2 MI W FROM NEVADA.
 HE0116'2.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0116'NEVADA, VERNON COUNTY, 12 FEET NORTHEAST OF THE FOURTH POLE
 HE0116'WEST OF MILEPOST 319, AT A ROAD CROSSING, 42 FEET NORTH OF THE
 HE0116'CENTERLINE OF THE MAIN TRACK, AND 25 FEET WEST OF THE CENTERLINE
 HE0116'OF THE ROAD.  A STANDARD DISK, STAMPED H 106 1934 AND SET IN
 HE0116'THE TOP OF A CONCRETE POST.
 HE0116
 HE0116                          STATION RECOVERY (1963)
 HE0116
 HE0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HE0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0344 ***********************************************************************
 HE0344  DESIGNATION -  H 107
 HE0344  PID         -  HE0344
 HE0344  STATE/COUNTY-  MO/BARTON
 HE0344  USGS QUAD   -  LIBERAL (1991)
 HE0344
 HE0344                         *CURRENT SURVEY CONTROL
 HE0344  ___________________________________________________________________
 HE0344* NAD 83(1986)-  37 33 12.     (N)    094 30 52.     (W)     SCALED    
 HE0344* NAVD 88     -       279.773  (meters)     917.89   (feet)  ADJUSTED  
 HE0344  ___________________________________________________________________
 HE0344  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HE0344  DYNAMIC HT  -         279.555 (meters)     917.17  (feet)  COMP
 HE0344  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 HE0344
 HE0344  VERT ORDER  -  SECOND    CLASS 0
 HE0344
 HE0344.The horizontal coordinates were scaled from a topographic map and have
 HE0344.an estimated accuracy of +/- 6 seconds.
 HE0344
 HE0344.The orthometric height was determined by differential leveling
 HE0344.and adjusted by the National Geodetic Survey in June 1991..
 HE0344
 HE0344.The geoid height was determined by GEOID03.
 HE0344
 HE0344.The dynamic height is computed by dividing the NAVD 88
 HE0344.geopotential number by the normal gravity value computed on the
 HE0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0344.degrees latitude (g = 980.6199 gals.).
 HE0344
 HE0344.The modeled gravity was interpolated from observed gravity values.
 HE0344
 HE0344;                    North         East    Units  Estimated Accuracy
 HE0344;SPC MO W     -   153,880.      848,720.      MT  (+/- 180 meters Scaled)
 HE0344
 HE0344                          SUPERSEDED SURVEY CONTROL
 HE0344
 HE0344  NGVD 29 (??/??/92)  279.657  (m)          917.51   (f) ADJ UNCH    2 0
 HE0344
 HE0344.Superseded values are not recommended for survey control.
 HE0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0344.See file dsdata.txt to determine how the superseded data were derived.
 HE0344
 HE0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB662573(NAD 83)
 HE0344_MARKER: DB = BENCH MARK DISK
 HE0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0344_STAMPING: H 107 1934
 HE0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0344+STABILITY: SURFACE MOTION
 HE0344
 HE0344  HISTORY     - Date     Condition        Report By
 HE0344  HISTORY     - 1934     MONUMENTED       CGS
 HE0344  HISTORY     - 1960     MARK NOT FOUND   NGS
 HE0344
 HE0344                          STATION DESCRIPTION
 HE0344
 HE0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HE0344'0.4 MI E FROM LIBERAL.
 HE0344'0.4 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0344'LIBERAL, BARTON COUNTY, 4 FEET SOUTHEAST OF THE TWENTY-FIRST
 HE0344'POLE EAST OF MILEPOST 124, AT A ROAD CROSSING, 63 FEET EAST
 HE0344'OF THE CENTERLINE OF THE ROAD, AND 30 FEET NORTH OF THE CENTERLINE
 HE0344'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED H 107 1934 AND SET
 HE0344'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0028 ***********************************************************************
 GG0028  DESIGNATION -  H 108
 GG0028  PID         -  GG0028
 GG0028  STATE/COUNTY-  MO/MCDONALD
 GG0028  USGS QUAD   -  ANDERSON (1982)
 GG0028
 GG0028                         *CURRENT SURVEY CONTROL
 GG0028  ___________________________________________________________________
 GG0028* NAD 83(1986)-  36 40 36.     (N)    094 26 37.     (W)     SCALED    
 GG0028* NAVD 88     -       287.994  (meters)     944.86   (feet)  ADJUSTED  
 GG0028  ___________________________________________________________________
 GG0028  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GG0028  DYNAMIC HT  -         287.752 (meters)     944.07  (feet)  COMP
 GG0028  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 GG0028
 GG0028  VERT ORDER  -  SECOND    CLASS 0
 GG0028
 GG0028.The horizontal coordinates were scaled from a topographic map and have
 GG0028.an estimated accuracy of +/- 6 seconds.
 GG0028
 GG0028.The orthometric height was determined by differential leveling
 GG0028.and adjusted by the National Geodetic Survey in June 1991..
 GG0028
 GG0028.The geoid height was determined by GEOID03.
 GG0028
 GG0028.The dynamic height is computed by dividing the NAVD 88
 GG0028.geopotential number by the normal gravity value computed on the
 GG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0028.degrees latitude (g = 980.6199 gals.).
 GG0028
 GG0028.The modeled gravity was interpolated from observed gravity values.
 GG0028
 GG0028;                    North         East    Units  Estimated Accuracy
 GG0028;SPC MO W     -    56,590.      855,040.      MT  (+/- 180 meters Scaled)
 GG0028
 GG0028                          SUPERSEDED SURVEY CONTROL
 GG0028
 GG0028  NGVD 29 (??/??/92)  287.878  (m)          944.48   (f) ADJ UNCH    2 0
 GG0028
 GG0028.Superseded values are not recommended for survey control.
 GG0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0028.See file dsdata.txt to determine how the superseded data were derived.
 GG0028
 GG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA710599(NAD 83)
 GG0028_MARKER: DB = BENCH MARK DISK
 GG0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0028_STAMPING: H 108 1935
 GG0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0028+STABILITY: SURFACE MOTION
 GG0028
 GG0028  HISTORY     - Date     Condition        Report By
 GG0028  HISTORY     - 1935     MONUMENTED       CGS
 GG0028  HISTORY     - 20060308 MARK NOT FOUND   MODNR
 GG0028
 GG0028                          STATION DESCRIPTION
 GG0028
 GG0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0028'5.2 MI S FROM GOODMAN.
 GG0028'5.2 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 GG0028'GOODMAN, MC DONALD COUNTY, 8 POLES NORTH OF MILEPOST 190, 200
 GG0028'FEET SOUTH OF A ROAD CROSSING, AND 40 FEET EAST OF THE TRACK.  A
 GG0028'STANDARD DISK, STAMPED H 108 1935 AND SET IN THE TOP OF A CONCRETE
 GG0028'POST.
 GG0028
 GG0028                          STATION RECOVERY (2006)
 GG0028
 GG0028'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0001 ***********************************************************************
 GG0001  DESIGNATION -  H 109
 GG0001  PID         -  GG0001
 GG0001  STATE/COUNTY-  MO/BARRY
 GG0001  USGS QUAD   -  ROCKY COMFORT (1982)
 GG0001
 GG0001                         *CURRENT SURVEY CONTROL
 GG0001  ___________________________________________________________________
 GG0001* NAD 83(1986)-  36 41 33.     (N)    094 00 40.     (W)     SCALED    
 GG0001* NAVD 88     -       451.159  (meters)    1480.18   (feet)  ADJUSTED  
 GG0001  ___________________________________________________________________
 GG0001  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GG0001  DYNAMIC HT  -         450.774 (meters)    1478.91  (feet)  COMP
 GG0001  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 GG0001
 GG0001  VERT ORDER  -  SECOND    CLASS 0
 GG0001
 GG0001.The horizontal coordinates were scaled from a topographic map and have
 GG0001.an estimated accuracy of +/- 6 seconds.
 GG0001
 GG0001.The orthometric height was determined by differential leveling
 GG0001.and adjusted by the National Geodetic Survey in June 1991..
 GG0001
 GG0001.The geoid height was determined by GEOID03.
 GG0001
 GG0001.The dynamic height is computed by dividing the NAVD 88
 GG0001.geopotential number by the normal gravity value computed on the
 GG0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0001.degrees latitude (g = 980.6199 gals.).
 GG0001
 GG0001.The modeled gravity was interpolated from observed gravity values.
 GG0001
 GG0001;                    North         East    Units  Estimated Accuracy
 GG0001;SPC MO W     -    58,460.      893,690.      MT  (+/- 180 meters Scaled)
 GG0001
 GG0001                          SUPERSEDED SURVEY CONTROL
 GG0001
 GG0001  NGVD 29 (??/??/92)  451.006  (m)         1479.68   (f) ADJ UNCH    2 0
 GG0001
 GG0001.Superseded values are not recommended for survey control.
 GG0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0001.See file dsdata.txt to determine how the superseded data were derived.
 GG0001
 GG0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA096612(NAD 83)
 GG0001_MARKER: DB = BENCH MARK DISK
 GG0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0001_STAMPING: H 109 1935
 GG0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0001+STABILITY: SURFACE MOTION
 GG0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0001+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2002
 GG0001
 GG0001  HISTORY     - Date     Condition        Report By
 GG0001  HISTORY     - 1935     MONUMENTED       CGS
 GG0001  HISTORY     - 20021201 GOOD             GEOCAC
 GG0001
 GG0001                          STATION DESCRIPTION
 GG0001
 GG0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0001'5.7 MI E FROM WHEATON.
 GG0001'5.7 MILES EAST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY
 GG0001'FROM WHEATON, BARRY COUNTY, 0.5 MILE EAST OF RIDGLEY, 27 POLES
 GG0001'EAST OF MILEPOST 46, 40 FEET SOUTH OF THE TRACK, AND 40 FEET
 GG0001'NORTH OF STATE HIGHWAY 44.  A STANDARD DISK, STAMPED H 109 1935
 GG0001'AND SET IN THE TOP OF A CONCRETE POST.
 GG0001
 GG0001                          STATION RECOVERY (2002)
 GG0001
 GG0001'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GG0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0331 ***********************************************************************
 KD0331  DESIGNATION -  H 11
 KD0331  PID         -  KD0331
 KD0331  STATE/COUNTY-  MO/CHARITON
 KD0331  USGS QUAD   -  SUMNER (1979)
 KD0331
 KD0331                         *CURRENT SURVEY CONTROL
 KD0331  ___________________________________________________________________
 KD0331* NAD 83(1986)-  39 41 50.     (N)    093 12 00.     (W)     SCALED    
 KD0331* NAVD 88     -       226.150  (meters)     741.96   (feet)  ADJUSTED  
 KD0331  ___________________________________________________________________
 KD0331  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KD0331  DYNAMIC HT  -         226.022 (meters)     741.54  (feet)  COMP
 KD0331  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 KD0331
 KD0331  VERT ORDER  -  FIRST     CLASS II
 KD0331
 KD0331.The horizontal coordinates were scaled from a topographic map and have
 KD0331.an estimated accuracy of +/- 6 seconds.
 KD0331
 KD0331.The orthometric height was determined by differential leveling
 KD0331.and adjusted by the National Geodetic Survey in June 1991..
 KD0331
 KD0331.The geoid height was determined by GEOID03.
 KD0331
 KD0331.The dynamic height is computed by dividing the NAVD 88
 KD0331.geopotential number by the normal gravity value computed on the
 KD0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0331.degrees latitude (g = 980.6199 gals.).
 KD0331
 KD0331.The modeled gravity was interpolated from observed gravity values.
 KD0331
 KD0331;                    North         East    Units  Estimated Accuracy
 KD0331;SPC MO C     -   429,070.      439,970.      MT  (+/- 180 meters Scaled)
 KD0331
 KD0331                          SUPERSEDED SURVEY CONTROL
 KD0331
 KD0331  NGVD 29 (??/??/92)  226.114  (m)          741.84   (f) ADJ UNCH    1 2
 KD0331
 KD0331.Superseded values are not recommended for survey control.
 KD0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0331.See file dsdata.txt to determine how the superseded data were derived.
 KD0331
 KD0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD828941(NAD 83)
 KD0331_MARKER: DB = BENCH MARK DISK
 KD0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0331_SP_SET: CULVERT
 KD0331_STAMPING: 741.560 H 11 1930
 KD0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0331
 KD0331  HISTORY     - Date     Condition        Report By
 KD0331  HISTORY     - 1930     MONUMENTED       CGS
 KD0331  HISTORY     - 1949     GOOD             NGS
 KD0331
 KD0331                          STATION DESCRIPTION
 KD0331
 KD0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KD0331'2 MI S FROM FORKER.
 KD0331'IN CHARITON COUNTY, 2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON
 KD0331'AND QUINCY RAILROAD FROM FORKER, LINN COUNTY, 3-3/4 MILES NORTH
 KD0331'OF SUMNER, 0.4 MILE SOUTH OF A ROAD CROSSING, 1/4 MILE SOUTHWEST
 KD0331'OF MILEPOST 188, IN THE NORTHWEST END OF A CONCRETE-PIPE CULVERT,
 KD0331'AND 17 FEET NORTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED
 KD0331'741.560 H 11 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0129 ***********************************************************************
 HE0129  DESIGNATION -  H 11 B 1
 HE0129  PID         -  HE0129
 HE0129  STATE/COUNTY-  MO/VERNON
 HE0129  USGS QUAD   -  HARWOOD (1991)
 HE0129
 HE0129                         *CURRENT SURVEY CONTROL
 HE0129  ___________________________________________________________________
 HE0129* NAD 83(1986)-  37 54 59.     (N)    094 07 48.     (W)     SCALED    
 HE0129* NAVD 88     -       262.664  (meters)     861.76   (feet)  ADJUSTED  
 HE0129  ___________________________________________________________________
 HE0129  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HE0129  DYNAMIC HT  -         262.470 (meters)     861.12  (feet)  COMP
 HE0129  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 HE0129
 HE0129  VERT ORDER  -  SECOND    CLASS 0
 HE0129
 HE0129.The horizontal coordinates were scaled from a topographic map and have
 HE0129.an estimated accuracy of +/- 6 seconds.
 HE0129
 HE0129.The orthometric height was determined by differential leveling
 HE0129.and adjusted by the National Geodetic Survey in June 1991..
 HE0129
 HE0129.The geoid height was determined by GEOID03.
 HE0129
 HE0129.The dynamic height is computed by dividing the NAVD 88
 HE0129.geopotential number by the normal gravity value computed on the
 HE0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0129.degrees latitude (g = 980.6199 gals.).
 HE0129
 HE0129.The modeled gravity was interpolated from observed gravity values.
 HE0129
 HE0129;                    North         East    Units  Estimated Accuracy
 HE0129;SPC MO W     -   194,240.      882,530.      MT  (+/- 180 meters Scaled)
 HE0129
 HE0129                          SUPERSEDED SURVEY CONTROL
 HE0129
 HE0129  NGVD 29 (??/??/92)  262.56   (m)          861.4    (f) COMPUTED    2 0
 HE0129
 HE0129.Superseded values are not recommended for survey control.
 HE0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0129.See file dsdata.txt to determine how the superseded data were derived.
 HE0129
 HE0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB006971(NAD 83)
 HE0129_MARKER: Z = SEE DESCRIPTION
 HE0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0129_SP_SET: TRIBRACH
 HE0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0129
 HE0129  HISTORY     - Date     Condition        Report By
 HE0129  HISTORY     - UNK      MONUMENTED       DOD
 HE0129  HISTORY     - 1963     GOOD             NGS
 HE0129
 HE0129                          STATION DESCRIPTION
 HE0129
 HE0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0129'4.7 MI N FROM DEDERICK.
 HE0129'ABOUT 4.4 MILES NORTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0129'CHURCH AT DEDERICK, THENCE 0.3 MILE WEST ALONG AN EAST-WEST
 HE0129'FENCE LINE, ABOUT 400 FEET EAST OF A NORTH-SOUTH FENCE, 21 FEET
 HE0129'NORTH OF AN EAST-WEST FENCE, AND THE TOP SURFACE OVER THE CENTER
 HE0129'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP
 HE0129'OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0128 ***********************************************************************
 HE0128  DESIGNATION -  H 11 B 2
 HE0128  PID         -  HE0128
 HE0128  STATE/COUNTY-  MO/VERNON
 HE0128  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0128
 HE0128                         *CURRENT SURVEY CONTROL
 HE0128  ___________________________________________________________________
 HE0128* NAD 83(1986)-  37 55 11.     (N)    094 07 15.     (W)     SCALED    
 HE0128* NAVD 88     -       262.970  (meters)     862.76   (feet)  ADJUSTED  
 HE0128  ___________________________________________________________________
 HE0128  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HE0128  DYNAMIC HT  -         262.776 (meters)     862.12  (feet)  COMP
 HE0128  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 HE0128
 HE0128  VERT ORDER  -  SECOND    CLASS 0
 HE0128
 HE0128.The horizontal coordinates were scaled from a topographic map and have
 HE0128.an estimated accuracy of +/- 6 seconds.
 HE0128
 HE0128.The orthometric height was determined by differential leveling
 HE0128.and adjusted by the National Geodetic Survey in June 1991..
 HE0128
 HE0128.The geoid height was determined by GEOID03.
 HE0128
 HE0128.The dynamic height is computed by dividing the NAVD 88
 HE0128.geopotential number by the normal gravity value computed on the
 HE0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0128.degrees latitude (g = 980.6199 gals.).
 HE0128
 HE0128.The modeled gravity was interpolated from observed gravity values.
 HE0128
 HE0128;                    North         East    Units  Estimated Accuracy
 HE0128;SPC MO W     -   194,610.      883,340.      MT  (+/- 180 meters Scaled)
 HE0128
 HE0128                          SUPERSEDED SURVEY CONTROL
 HE0128
 HE0128  NGVD 29 (??/??/92)  262.87   (m)          862.4    (f) COMPUTED    2 0
 HE0128
 HE0128.Superseded values are not recommended for survey control.
 HE0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0128.See file dsdata.txt to determine how the superseded data were derived.
 HE0128
 HE0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB014975(NAD 83)
 HE0128_MARKER: Z = SEE DESCRIPTION
 HE0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0128_SP_SET: TRIBRACH
 HE0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0128
 HE0128  HISTORY     - Date     Condition        Report By
 HE0128  HISTORY     - UNK      MONUMENTED       DOD
 HE0128  HISTORY     - 1963     GOOD             NGS
 HE0128
 HE0128                          STATION DESCRIPTION
 HE0128
 HE0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0128'4.6 MI N FROM DEDERICK.
 HE0128'ABOUT 4.6 MILES NORTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0128'CHURCH AT DEDERICK, 34 FEET WEST OF THE CENTER LINE OF THE
 HE0128'ROAD, 4 FEET WEST OF A FENCE, 11 FEET SOUTH OF A FENCE RUNNING
 HE0128'EAST AND WEST, 45 FEET NORTH OF A POWER POLE, AND THE TOP
 HE0128'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 HE0128'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 HE0128'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0131 ***********************************************************************
 HE0131  DESIGNATION -  H 11 Z
 HE0131  PID         -  HE0131
 HE0131  STATE/COUNTY-  MO/VERNON
 HE0131  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0131
 HE0131                         *CURRENT SURVEY CONTROL
 HE0131  ___________________________________________________________________
 HE0131* NAD 83(1986)-  37 54 38.     (N)    094 07 09.     (W)     SCALED    
 HE0131* NAVD 88     -       269.114  (meters)     882.92   (feet)  ADJUSTED  
 HE0131  ___________________________________________________________________
 HE0131  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HE0131  DYNAMIC HT  -         268.916 (meters)     882.27  (feet)  COMP
 HE0131  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 HE0131
 HE0131  VERT ORDER  -  SECOND    CLASS 0
 HE0131
 HE0131.The horizontal coordinates were scaled from a topographic map and have
 HE0131.an estimated accuracy of +/- 6 seconds.
 HE0131
 HE0131.The orthometric height was determined by differential leveling
 HE0131.and adjusted by the National Geodetic Survey in June 1991..
 HE0131
 HE0131.The geoid height was determined by GEOID03.
 HE0131
 HE0131.The dynamic height is computed by dividing the NAVD 88
 HE0131.geopotential number by the normal gravity value computed on the
 HE0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0131.degrees latitude (g = 980.6199 gals.).
 HE0131
 HE0131.The modeled gravity was interpolated from observed gravity values.
 HE0131
 HE0131;                    North         East    Units  Estimated Accuracy
 HE0131;SPC MO W     -   193,590.      883,490.      MT  (+/- 180 meters Scaled)
 HE0131
 HE0131                          SUPERSEDED SURVEY CONTROL
 HE0131
 HE0131  NGVD 29 (??/??/92)  269.01   (m)          882.6    (f) COMPUTED    2 0
 HE0131
 HE0131.Superseded values are not recommended for survey control.
 HE0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0131.See file dsdata.txt to determine how the superseded data were derived.
 HE0131
 HE0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB016964(NAD 83)
 HE0131_MARKER: DS = TRIANGULATION STATION DISK
 HE0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0131_STAMPING: H 11 Z 1962
 HE0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0131+STABILITY: SURFACE MOTION
 HE0131
 HE0131  HISTORY     - Date     Condition        Report By
 HE0131  HISTORY     - 1962     MONUMENTED       CGS
 HE0131  HISTORY     - 1963     GOOD             NGS
 HE0131
 HE0131                          STATION DESCRIPTION
 HE0131
 HE0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0131'4 MI N FROM DEDERICK.
 HE0131'ABOUT 3.9 MILES NORTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0131'CHURCH AT DEDERICK, THENCE 0.1 MILE EAST ALONG STATE ROAD EE,
 HE0131'THENCE 0.05 MILE NORTH TO MRS. J.E. THOMAS FARM HOME, IN SECTION
 HE0131'10, T 36 N, R 29 W, 105 FEET WEST-NORTHWEST OF THE NORTHWEST
 HE0131'CORNER OF A HOUSE, 95 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 HE0131'TIN SHED, 16 FEET WEST OF THE WEST SIDE OF A YARD FENCE, 4 FEET
 HE0131'SOUTH OF AN EAST-WEST FENCE, ABOUT 18-INCHES BELOW THE LEVEL
 HE0131'OF THE GROUND, AND SET IN THE TOP OF A CONCRETE POST 18-INCHES
 HE0131'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0132 ***********************************************************************
 HE0132  DESIGNATION -  H 11 Z RM 1
 HE0132  PID         -  HE0132
 HE0132  STATE/COUNTY-  MO/VERNON
 HE0132  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0132
 HE0132                         *CURRENT SURVEY CONTROL
 HE0132  ___________________________________________________________________
 HE0132* NAD 83(1986)-  37 54 39.     (N)    094 07 07.     (W)     SCALED    
 HE0132* NAVD 88     -       269.919  (meters)     885.56   (feet)  ADJUSTED  
 HE0132  ___________________________________________________________________
 HE0132  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HE0132  DYNAMIC HT  -         269.720 (meters)     884.91  (feet)  COMP
 HE0132  MODELED GRAV-     979,885.5   (mgal)                       NAVD 88
 HE0132
 HE0132  VERT ORDER  -  SECOND    CLASS 0
 HE0132
 HE0132.The horizontal coordinates were scaled from a topographic map and have
 HE0132.an estimated accuracy of +/- 6 seconds.
 HE0132
 HE0132.The orthometric height was determined by differential leveling
 HE0132.and adjusted by the National Geodetic Survey in June 1991..
 HE0132
 HE0132.The geoid height was determined by GEOID03.
 HE0132
 HE0132.The dynamic height is computed by dividing the NAVD 88
 HE0132.geopotential number by the normal gravity value computed on the
 HE0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0132.degrees latitude (g = 980.6199 gals.).
 HE0132
 HE0132.The modeled gravity was interpolated from observed gravity values.
 HE0132
 HE0132;                    North         East    Units  Estimated Accuracy
 HE0132;SPC MO W     -   193,620.      883,540.      MT  (+/- 180 meters Scaled)
 HE0132
 HE0132                          SUPERSEDED SURVEY CONTROL
 HE0132
 HE0132  NGVD 29 (??/??/92)  269.82   (m)          885.2    (f) COMPUTED    2 0
 HE0132
 HE0132.Superseded values are not recommended for survey control.
 HE0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0132.See file dsdata.txt to determine how the superseded data were derived.
 HE0132
 HE0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB016965(NAD 83)
 HE0132_MARKER: DR = REFERENCE MARK DISK
 HE0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0132_STAMPING: H 11 Z NO 1 1962
 HE0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0132+STABILITY: SURFACE MOTION
 HE0132
 HE0132  HISTORY     - Date     Condition        Report By
 HE0132  HISTORY     - 1962     MONUMENTED       CGS
 HE0132  HISTORY     - 1963     GOOD             NGS
 HE0132
 HE0132                          STATION DESCRIPTION
 HE0132
 HE0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0132'4 MI N FROM DEDRICK.
 HE0132'ABOUT 3.9 MILES NORTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0132'CHURCH AT DEDERICK, THENCE 0.1 MILE EAST ALONG STATE ROAD EE,
 HE0132'THENCE 0.05 MILE NORTH TO MRS. J.E. THOMAS FARM HOME, IN SECTION
 HE0132'10, T 36 N, R 29 W, 27.2 FEET NORTHEAST OF H 11 Z 1962, 1 1/2
 HE0132'FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 HE0132'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0130 ***********************************************************************
 HE0130  DESIGNATION -  H 11 Z RM 2
 HE0130  PID         -  HE0130
 HE0130  STATE/COUNTY-  MO/VERNON
 HE0130  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0130
 HE0130                         *CURRENT SURVEY CONTROL
 HE0130  ___________________________________________________________________
 HE0130* NAD 83(1986)-  37 54 37.     (N)    094 07 08.     (W)     SCALED    
 HE0130* NAVD 88     -       269.640  (meters)     884.64   (feet)  ADJUSTED  
 HE0130  ___________________________________________________________________
 HE0130  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HE0130  DYNAMIC HT  -         269.441 (meters)     883.99  (feet)  COMP
 HE0130  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 HE0130
 HE0130  VERT ORDER  -  SECOND    CLASS 0
 HE0130
 HE0130.The horizontal coordinates were scaled from a topographic map and have
 HE0130.an estimated accuracy of +/- 6 seconds.
 HE0130
 HE0130.The orthometric height was determined by differential leveling
 HE0130.and adjusted by the National Geodetic Survey in June 1991..
 HE0130
 HE0130.The geoid height was determined by GEOID03.
 HE0130
 HE0130.The dynamic height is computed by dividing the NAVD 88
 HE0130.geopotential number by the normal gravity value computed on the
 HE0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0130.degrees latitude (g = 980.6199 gals.).
 HE0130
 HE0130.The modeled gravity was interpolated from observed gravity values.
 HE0130
 HE0130;                    North         East    Units  Estimated Accuracy
 HE0130;SPC MO W     -   193,560.      883,510.      MT  (+/- 180 meters Scaled)
 HE0130
 HE0130                          SUPERSEDED SURVEY CONTROL
 HE0130
 HE0130  NGVD 29 (??/??/92)  269.54   (m)          884.3    (f) COMPUTED    2 0
 HE0130
 HE0130.Superseded values are not recommended for survey control.
 HE0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0130.See file dsdata.txt to determine how the superseded data were derived.
 HE0130
 HE0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB016964(NAD 83)
 HE0130_MARKER: DR = REFERENCE MARK DISK
 HE0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0130_STAMPING: H 11 Z NO 2 1962
 HE0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0130+STABILITY: SURFACE MOTION
 HE0130
 HE0130  HISTORY     - Date     Condition        Report By
 HE0130  HISTORY     - 1962     MONUMENTED       CGS
 HE0130  HISTORY     - 1963     GOOD             NGS
 HE0130
 HE0130                          STATION DESCRIPTION
 HE0130
 HE0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0130'4 MI N FROM DEDERICK.
 HE0130'ABOUT 3.9 MILES NORTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0130'CHURCH AT DEDERICK, THENCE 0.1 MILE EAST ALONG STATE ROAD EE,
 HE0130'THENCE 0.05 MILE NORTH TO MRS. J.E. THOMAS FARM HOUSE, IN
 HE0130'SECTION 10, T 36 N, R 29 W, 89 FEET WEST OF THE NORTHWEST
 HE0130'CORNER OF A HOUSE, 27 FEET SOUTHEAST OF H 11 Z 1962, 1 FOOT
 HE0130'WEST OF THE WEST FENCE AROUND A YARD, AND SET IN THE TOP OF A
 HE0130'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0502 ***********************************************************************
 HD0502  DESIGNATION -  H 110
 HD0502  PID         -  HD0502
 HD0502  STATE/COUNTY-  MO/DALLAS
 HD0502  USGS QUAD   -  BUFFALO NW (1950)
 HD0502
 HD0502                         *CURRENT SURVEY CONTROL
 HD0502  ___________________________________________________________________
 HD0502* NAD 83(1986)-  37 43 52.     (N)    093 07 45.     (W)     SCALED    
 HD0502* NAVD 88     -       309.839  (meters)    1016.53   (feet)  ADJUSTED  
 HD0502  ___________________________________________________________________
 HD0502  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HD0502  DYNAMIC HT  -         309.605 (meters)    1015.76  (feet)  COMP
 HD0502  MODELED GRAV-     979,865.4   (mgal)                       NAVD 88
 HD0502
 HD0502  VERT ORDER  -  SECOND    CLASS 0
 HD0502
 HD0502.The horizontal coordinates were scaled from a topographic map and have
 HD0502.an estimated accuracy of +/- 6 seconds.
 HD0502
 HD0502.The orthometric height was determined by differential leveling
 HD0502.and adjusted by the National Geodetic Survey in June 1991..
 HD0502
 HD0502.The geoid height was determined by GEOID03.
 HD0502
 HD0502.The dynamic height is computed by dividing the NAVD 88
 HD0502.geopotential number by the normal gravity value computed on the
 HD0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0502.degrees latitude (g = 980.6199 gals.).
 HD0502
 HD0502.The modeled gravity was interpolated from observed gravity values.
 HD0502
 HD0502;                    North         East    Units  Estimated Accuracy
 HD0502;SPC MO C     -   210,780.      444,540.      MT  (+/- 180 meters Scaled)
 HD0502
 HD0502                          SUPERSEDED SURVEY CONTROL
 HD0502
 HD0502  NGVD 29 (??/??/92)  309.724  (m)         1016.15   (f) ADJ UNCH    2 0
 HD0502
 HD0502.Superseded values are not recommended for survey control.
 HD0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0502.See file dsdata.txt to determine how the superseded data were derived.
 HD0502
 HD0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB886759(NAD 83)
 HD0502_MARKER: DB = BENCH MARK DISK
 HD0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0502_STAMPING: H 110 1935
 HD0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0502+STABILITY: SURFACE MOTION
 HD0502
 HD0502  HISTORY     - Date     Condition        Report By
 HD0502  HISTORY     - 1935     MONUMENTED       CGS
 HD0502  HISTORY     - 20010122 MARK NOT FOUND   LOCENG
 HD0502
 HD0502                          STATION DESCRIPTION
 HD0502
 HD0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0502'1.8 MI S FROM LOUISBURG.
 HD0502'1.8 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE LOUISBURG SERIVCE
 HD0502'STATION AT LOUISBURG, DALLAS COUNTY, AT THE JUNCTION OF A ROAD
 HD0502'LEADING WEST, 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 HD0502'20 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET EAST
 HD0502'OF A FENCE CORNER.  A STANDARD DISK, STAMPED H 110 1935
 HD0502'AND SET IN THE TOP OF A CONCRETE POST.
 HD0502
 HD0502                          STATION RECOVERY (2001)
 HD0502
 HD0502'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (CMC)
 HD0502'REFERENCE TIES FALL IN DITCH.  FENCE CORNER GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0676 ***********************************************************************
 HD0676  DESIGNATION -  H 111
 HD0676  PID         -  HD0676
 HD0676  STATE/COUNTY-  MO/GREENE
 HD0676  USGS QUAD   -  SPRINGFIELD (1975)
 HD0676
 HD0676                         *CURRENT SURVEY CONTROL
 HD0676  ___________________________________________________________________
 HD0676* NAD 83(1986)-  37 13 55.     (N)    093 16 07.     (W)     SCALED    
 HD0676* NAVD 88     -       411.966  (meters)    1351.59   (feet)  ADJUSTED  
 HD0676  ___________________________________________________________________
 HD0676  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HD0676  DYNAMIC HT  -         411.636 (meters)    1350.51  (feet)  COMP
 HD0676  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 HD0676
 HD0676  VERT ORDER  -  SECOND    CLASS 0
 HD0676
 HD0676.The horizontal coordinates were scaled from a topographic map and have
 HD0676.an estimated accuracy of +/- 6 seconds.
 HD0676
 HD0676.The orthometric height was determined by differential leveling
 HD0676.and adjusted by the National Geodetic Survey in June 1991..
 HD0676
 HD0676.The geoid height was determined by GEOID03.
 HD0676
 HD0676.The dynamic height is computed by dividing the NAVD 88
 HD0676.geopotential number by the normal gravity value computed on the
 HD0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0676.degrees latitude (g = 980.6199 gals.).
 HD0676
 HD0676.The modeled gravity was interpolated from observed gravity values.
 HD0676
 HD0676;                    North         East    Units  Estimated Accuracy
 HD0676;SPC MO C     -   155,470.      431,800.      MT  (+/- 180 meters Scaled)
 HD0676
 HD0676                          SUPERSEDED SURVEY CONTROL
 HD0676
 HD0676  NGVD 29 (??/??/92)  411.832  (m)         1351.15   (f) ADJ UNCH    2 0
 HD0676
 HD0676.Superseded values are not recommended for survey control.
 HD0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0676.See file dsdata.txt to determine how the superseded data were derived.
 HD0676
 HD0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB761206(NAD 83)
 HD0676_MARKER: DB = BENCH MARK DISK
 HD0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0676_STAMPING: H 111 1935
 HD0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0676+STABILITY: SURFACE MOTION
 HD0676
 HD0676  HISTORY     - Date     Condition        Report By
 HD0676  HISTORY     - 1935     MONUMENTED       CGS
 HD0676  HISTORY     - 1959     MARK NOT FOUND   USGS
 HD0676
 HD0676                          STATION DESCRIPTION
 HD0676
 HD0676'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HD0676'0.1 MI E FROM SPRINGFIELD.
 HD0676'0.1 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0676'THE EASTERN JUNCTION NEAR SPRINGFIELD, GREENE COUNTY, AT POLE
 HD0676'236/26, 4 RAILS WEST OF THE DELAWARE CROSSING, 100 FEET SOUTH
 HD0676'OF AN ICE PLANT, AND 40 FEET SOUTH OF THE TRACK.  A STANDARD
 HD0676'DISK, STAMPED H 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0462 ***********************************************************************
 HD0462  DESIGNATION -  H 112
 HD0462  PID         -  HD0462
 HD0462  STATE/COUNTY-  MO/LACLEDE
 HD0462  USGS QUAD   -  BRUSH CREEK (1979)
 HD0462
 HD0462                         *CURRENT SURVEY CONTROL
 HD0462  ___________________________________________________________________
 HD0462* NAD 83(1986)-  37 35 15.     (N)    092 45 00.     (W)     SCALED    
 HD0462* NAVD 88     -       418.095  (meters)    1371.70   (feet)  ADJUSTED  
 HD0462  ___________________________________________________________________
 HD0462  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HD0462  DYNAMIC HT  -         417.770 (meters)    1370.63  (feet)  COMP
 HD0462  MODELED GRAV-     979,840.6   (mgal)                       NAVD 88
 HD0462
 HD0462  VERT ORDER  -  SECOND    CLASS 0
 HD0462
 HD0462.The horizontal coordinates were scaled from a topographic map and have
 HD0462.an estimated accuracy of +/- 6 seconds.
 HD0462
 HD0462.The orthometric height was determined by differential leveling
 HD0462.and adjusted by the National Geodetic Survey in June 1991..
 HD0462
 HD0462.The geoid height was determined by GEOID03.
 HD0462
 HD0462.The dynamic height is computed by dividing the NAVD 88
 HD0462.geopotential number by the normal gravity value computed on the
 HD0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0462.degrees latitude (g = 980.6199 gals.).
 HD0462
 HD0462.The modeled gravity was interpolated from observed gravity values.
 HD0462
 HD0462;                    North         East    Units  Estimated Accuracy
 HD0462;SPC MO C     -   194,680.      477,920.      MT  (+/- 180 meters Scaled)
 HD0462
 HD0462                          SUPERSEDED SURVEY CONTROL
 HD0462
 HD0462  NGVD 29 (??/??/92)  417.977  (m)         1371.31   (f) ADJ UNCH    2 0
 HD0462
 HD0462.Superseded values are not recommended for survey control.
 HD0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0462.See file dsdata.txt to determine how the superseded data were derived.
 HD0462
 HD0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB220600(NAD 83)
 HD0462_MARKER: DB = BENCH MARK DISK
 HD0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0462_STAMPING: H 112 1935
 HD0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0462+STABILITY: SURFACE MOTION
 HD0462
 HD0462  HISTORY     - Date     Condition        Report By
 HD0462  HISTORY     - 1935     MONUMENTED       CGS
 HD0462  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0462  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0462
 HD0462                          STATION DESCRIPTION
 HD0462
 HD0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0462'3.1 MI SW FROM HUBEN.
 HD0462'3.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0462'FROM THE STAATION AT BRUSH CREEK, AT POLE 190/19, 3 RAILS EAST
 HD0462'OF THE HUBEN SWITCH, AND 50 FEET SOUTH OF THE TRACK.  A STANDARD
 HD0462'DISK, STAMPED H 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HD0462
 HD0462                          STATION RECOVERY (1979)
 HD0462
 HD0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0462'MARK NOT FOUND.
 HD0462
 HD0462                          STATION RECOVERY (1979)
 HD0462
 HD0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0027 ***********************************************************************
 HD0027  DESIGNATION -  H 113
 HD0027  PID         -  HD0027
 HD0027  STATE/COUNTY-  MO/TEXAS
 HD0027  USGS QUAD   -  ROBY (1982)
 HD0027
 HD0027                         *CURRENT SURVEY CONTROL
 HD0027  ___________________________________________________________________
 HD0027* NAD 83(1986)-  37 30 36.     (N)    092 10 17.     (W)     SCALED    
 HD0027* NAVD 88     -       376.236  (meters)    1234.37   (feet)  ADJUSTED  
 HD0027  ___________________________________________________________________
 HD0027  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 HD0027  DYNAMIC HT  -         375.932 (meters)    1233.37  (feet)  COMP
 HD0027  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 HD0027
 HD0027  VERT ORDER  -  SECOND    CLASS 0
 HD0027
 HD0027.The horizontal coordinates were scaled from a topographic map and have
 HD0027.an estimated accuracy of +/- 6 seconds.
 HD0027
 HD0027.The orthometric height was determined by differential leveling
 HD0027.and adjusted by the National Geodetic Survey in June 1991..
 HD0027
 HD0027.The geoid height was determined by GEOID03.
 HD0027
 HD0027.The dynamic height is computed by dividing the NAVD 88
 HD0027.geopotential number by the normal gravity value computed on the
 HD0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0027.degrees latitude (g = 980.6199 gals.).
 HD0027
 HD0027.The modeled gravity was interpolated from observed gravity values.
 HD0027
 HD0027;                    North         East    Units  Estimated Accuracy
 HD0027;SPC MO C     -   186,100.      529,050.      MT  (+/- 180 meters Scaled)
 HD0027
 HD0027                          SUPERSEDED SURVEY CONTROL
 HD0027
 HD0027  NGVD 29 (??/??/92)  376.119  (m)         1233.98   (f) ADJ UNCH    2 0
 HD0027
 HD0027.Superseded values are not recommended for survey control.
 HD0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0027.See file dsdata.txt to determine how the superseded data were derived.
 HD0027
 HD0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB732517(NAD 83)
 HD0027_MARKER: DB = BENCH MARK DISK
 HD0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0027_STAMPING: H 113 1935
 HD0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0027+STABILITY: SURFACE MOTION
 HD0027
 HD0027  HISTORY     - Date     Condition        Report By
 HD0027  HISTORY     - 1935     MONUMENTED       CGS
 HD0027  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 HD0027
 HD0027                          STATION DESCRIPTION
 HD0027
 HD0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0027'1.8 MI W FROM ROBY.
 HD0027'1.8 MILES WEST ALONG STATE HIGHWAY 32 FROM ROBY, TEXAS COUNTY,
 HD0027'110 YARDS WEST OF CONCRETE BRIDGE J 22, 12 YARDS SOUTH OF THE
 HD0027'CENTERLINE OF THE HIGHWAY, 8-1/2 YARDS WEST OF A FARM DRIVEWAY
 HD0027'LEADING TO A LARGE WHITE FARMHOUSE, AND 1-1/2 FEET NORTH OF A
 HD0027'FENCE.  A STANDARD DISK, STAMPED H 113 1935 AND SET IN THE TOP
 HD0027'OF A CONCRETE POST.
 HD0027
 HD0027                          STATION RECOVERY (1984)
 HD0027
 HD0027'RECOVERY NOTE BY US POWER SQUADRON 1984 (DEM)
 HD0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0159 ***********************************************************************
 HC0159  DESIGNATION -  H 114
 HC0159  PID         -  HC0159
 HC0159  STATE/COUNTY-  MO/REYNOLDS
 HC0159  USGS QUAD   -  ELLINGTON SE (1968)
 HC0159
 HC0159                         *CURRENT SURVEY CONTROL
 HC0159  ___________________________________________________________________
 HC0159* NAD 83(1986)-  37 06 57.     (N)    090 52 14.     (W)     SCALED    
 HC0159* NAVD 88     -       180.723  (meters)     592.92   (feet)  POSTED    
 HC0159  ___________________________________________________________________
 HC0159  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HC0159  DYNAMIC HT  -         180.580 (meters)     592.45  (feet)  COMP
 HC0159  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 HC0159
 HC0159  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0159
 HC0159.The horizontal coordinates were scaled from a topographic map and have
 HC0159.an estimated accuracy of +/- 6 seconds.
 HC0159
 HC0159.The orthometric height was determined by differential leveling
 HC0159.and adjusted by the National Geodetic Survey in 1992..
 HC0159.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0159.rate of 0.0 thru 1.0 mm/km.
 HC0159
 HC0159.The geoid height was determined by GEOID03.
 HC0159
 HC0159.The dynamic height is computed by dividing the NAVD 88
 HC0159.geopotential number by the normal gravity value computed on the
 HC0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0159.degrees latitude (g = 980.6199 gals.).
 HC0159
 HC0159.The modeled gravity was interpolated from observed gravity values.
 HC0159
 HC0159;                    North         East    Units  Estimated Accuracy
 HC0159;SPC MO E     -   142,370.      217,070.      MT  (+/- 180 meters Scaled)
 HC0159
 HC0159                          SUPERSEDED SURVEY CONTROL
 HC0159
 HC0159  NGVD 29 (??/??/92)  180.684  (m)          592.79   (f) ADJ UNCH    2 0
 HC0159
 HC0159.Superseded values are not recommended for survey control.
 HC0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0159.See file dsdata.txt to determine how the superseded data were derived.
 HC0159
 HC0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB891098(NAD 83)
 HC0159_MARKER: DB = BENCH MARK DISK
 HC0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0159_STAMPING: H 114 1935
 HC0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0159+STABILITY: SURFACE MOTION
 HC0159
 HC0159  HISTORY     - Date     Condition        Report By
 HC0159  HISTORY     - 1935     MONUMENTED       CGS
 HC0159
 HC0159                          STATION DESCRIPTION
 HC0159
 HC0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0159'4.8 MI N FROM GARWOOD.
 HC0159'4.8 MILES NORTH ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0159'STATION AT GARWOOD, AT MILEPOST 15, AT A ROAD CROSSING, 30 FEET
 HC0159'WEST OF THE CENTERLINE OF THE ROAD, AND 30 FEET WEST OF THE
 HC0159'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 114 1935
 HC0159'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0534 ***********************************************************************
 HC0534  DESIGNATION -  H 115
 HC0534  PID         -  HC0534
 HC0534  STATE/COUNTY-  MO/REYNOLDS
 HC0534  USGS QUAD   -  BUNKER (1985)
 HC0534
 HC0534                         *CURRENT SURVEY CONTROL
 HC0534  ___________________________________________________________________
 HC0534* NAD 83(1986)-  37 27 32.     (N)    091 12 35.     (W)     SCALED    
 HC0534* NAVD 88     -       420.378  (meters)    1379.19   (feet)  ADJUSTED  
 HC0534  ___________________________________________________________________
 HC0534  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HC0534  DYNAMIC HT  -         420.040 (meters)    1378.08  (feet)  COMP
 HC0534  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 HC0534
 HC0534  VERT ORDER  -  SECOND    CLASS 0
 HC0534
 HC0534.The horizontal coordinates were scaled from a topographic map and have
 HC0534.an estimated accuracy of +/- 6 seconds.
 HC0534
 HC0534.The orthometric height was determined by differential leveling
 HC0534.and adjusted by the National Geodetic Survey in June 1991..
 HC0534
 HC0534.The geoid height was determined by GEOID03.
 HC0534
 HC0534.The dynamic height is computed by dividing the NAVD 88
 HC0534.geopotential number by the normal gravity value computed on the
 HC0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0534.degrees latitude (g = 980.6199 gals.).
 HC0534
 HC0534.The modeled gravity was interpolated from observed gravity values.
 HC0534
 HC0534;                    North         East    Units  Estimated Accuracy
 HC0534;SPC MO E     -   180,610.      187,210.      MT  (+/- 180 meters Scaled)
 HC0534
 HC0534                          SUPERSEDED SURVEY CONTROL
 HC0534
 HC0534  NGVD 29 (??/??/92)  420.327  (m)         1379.02   (f) ADJ UNCH    2 0
 HC0534
 HC0534.Superseded values are not recommended for survey control.
 HC0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0534.See file dsdata.txt to determine how the superseded data were derived.
 HC0534
 HC0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB583472(NAD 83)
 HC0534_MARKER: DB = BENCH MARK DISK
 HC0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0534_STAMPING: H 115 1935
 HC0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0534+STABILITY: SURFACE MOTION
 HC0534
 HC0534  HISTORY     - Date     Condition        Report By
 HC0534  HISTORY     - 1935     MONUMENTED       CGS
 HC0534  HISTORY     - 1966     MARK NOT FOUND   USGS
 HC0534
 HC0534                          STATION DESCRIPTION
 HC0534
 HC0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0534'AT BUNKER.
 HC0534'AT BUNKER, REYNOLDS COUNTY, 65 FEET SOUTH OF THE MISSOURI
 HC0534'SOUTHERN RAILROAD STATION, AT THE SOUTH END OF THE PLATFORM, AND
 HC0534'10 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 HC0534'STAMPED H 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0534
 HC0534                          STATION RECOVERY (1966)
 HC0534
 HC0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HC0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0291 ***********************************************************************
 HC0291  DESIGNATION -  H 116
 HC0291  PID         -  HC0291
 HC0291  STATE/COUNTY-  MO/REYNOLDS
 HC0291  USGS QUAD   -  LESTERVILLE (1968)
 HC0291
 HC0291                         *CURRENT SURVEY CONTROL
 HC0291  ___________________________________________________________________
 HC0291* NAD 83(1986)-  37 27 22.     (N)    090 48 21.     (W)     SCALED    
 HC0291* NAVD 88     -       219.087  (meters)     718.79   (feet)  ADJUSTED  
 HC0291  ___________________________________________________________________
 HC0291  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 HC0291  DYNAMIC HT  -         218.921 (meters)     718.24  (feet)  COMP
 HC0291  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 HC0291
 HC0291  VERT ORDER  -  SECOND    CLASS 0
 HC0291
 HC0291.The horizontal coordinates were scaled from a topographic map and have
 HC0291.an estimated accuracy of +/- 6 seconds.
 HC0291
 HC0291.The orthometric height was determined by differential leveling
 HC0291.and adjusted by the National Geodetic Survey in June 1991..
 HC0291
 HC0291.The geoid height was determined by GEOID03.
 HC0291
 HC0291.The dynamic height is computed by dividing the NAVD 88
 HC0291.geopotential number by the normal gravity value computed on the
 HC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0291.degrees latitude (g = 980.6199 gals.).
 HC0291
 HC0291.The modeled gravity was interpolated from observed gravity values.
 HC0291
 HC0291;                    North         East    Units  Estimated Accuracy
 HC0291;SPC MO E     -   180,110.      222,940.      MT  (+/- 180 meters Scaled)
 HC0291
 HC0291                          SUPERSEDED SURVEY CONTROL
 HC0291
 HC0291  NGVD 29 (??/??/92)  219.074  (m)          718.75   (f) ADJ UNCH    2 0
 HC0291
 HC0291.Superseded values are not recommended for survey control.
 HC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0291.See file dsdata.txt to determine how the superseded data were derived.
 HC0291
 HC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB940477(NAD 83)
 HC0291_MARKER: DB = BENCH MARK DISK
 HC0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0291_STAMPING: H 116 1935
 HC0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0291+STABILITY: SURFACE MOTION
 HC0291
 HC0291  HISTORY     - Date     Condition        Report By
 HC0291  HISTORY     - 1935     MONUMENTED       CGS
 HC0291
 HC0291                          STATION DESCRIPTION
 HC0291
 HC0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0291'2 MI NE FROM LESTERVILLE.
 HC0291'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM LESTERVILLE, 0.5
 HC0291'MILE EAST OF A STANDARD OIL CO. SERVICE STATION, AT A SHARP
 HC0291'CURVE, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1
 HC0291'FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED H 116 1935 AND
 HC0291'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0215 ***********************************************************************
 KD0215  DESIGNATION -  H 12
 KD0215  PID         -  KD0215
 KD0215  STATE/COUNTY-  MO/CHARITON
 KD0215  USGS QUAD   -  FOREST GREEN (1978)
 KD0215
 KD0215                         *CURRENT SURVEY CONTROL
 KD0215  ___________________________________________________________________
 KD0215* NAD 83(1986)-  39 16 19.     (N)    092 50 59.     (W)     SCALED    
 KD0215* NAVD 88     -       190.097  (meters)     623.68   (feet)  ADJUSTED  
 KD0215  ___________________________________________________________________
 KD0215  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KD0215  DYNAMIC HT  -         189.983 (meters)     623.30  (feet)  COMP
 KD0215  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 KD0215
 KD0215  VERT ORDER  -  FIRST     CLASS II
 KD0215
 KD0215.The horizontal coordinates were scaled from a topographic map and have
 KD0215.an estimated accuracy of +/- 6 seconds.
 KD0215
 KD0215.The orthometric height was determined by differential leveling
 KD0215.and adjusted by the National Geodetic Survey in June 1991..
 KD0215
 KD0215.The geoid height was determined by GEOID03.
 KD0215
 KD0215.The dynamic height is computed by dividing the NAVD 88
 KD0215.geopotential number by the normal gravity value computed on the
 KD0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0215.degrees latitude (g = 980.6199 gals.).
 KD0215
 KD0215.The modeled gravity was interpolated from observed gravity values.
 KD0215
 KD0215;                    North         East    Units  Estimated Accuracy
 KD0215;SPC MO C     -   381,680.      469,820.      MT  (+/- 180 meters Scaled)
 KD0215
 KD0215                          SUPERSEDED SURVEY CONTROL
 KD0215
 KD0215  NGVD 29 (??/??/92)  190.071  (m)          623.59   (f) ADJ UNCH    1 2
 KD0215
 KD0215.Superseded values are not recommended for survey control.
 KD0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0215.See file dsdata.txt to determine how the superseded data were derived.
 KD0215
 KD0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD129469(NAD 83)
 KD0215_MARKER: DB = BENCH MARK DISK
 KD0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0215_SP_SET: BRIDGE
 KD0215_STAMPING: 623.214 H 12 1930
 KD0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0215
 KD0215  HISTORY     - Date     Condition        Report By
 KD0215  HISTORY     - 1930     MONUMENTED       CGS
 KD0215  HISTORY     - 1934     GOOD             NGS
 KD0215  HISTORY     - 1967     GOOD             NGS
 KD0215  HISTORY     - 1974     GOOD             MOHC
 KD0215
 KD0215                          STATION DESCRIPTION
 KD0215
 KD0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KD0215'3 MI N FROM GLASGOW.
 KD0215'IN CHARITON COUNTY, 3 MILES NORTH ALONG STATE HIGHWAY 5 FROM
 KD0215'GLASGOW, HOWARD COUNTY, AT BRIDGE H-667 OVER DOXIE CREEK, AT THE
 KD0215'NORTH END, ON THE HORIZONTAL PORTION OF THE TOP OF REVETMENT
 KD0215'HOLDING THE FILL, AND OUTSIDE OF THE NORTH END OF THE WEST GUARD
 KD0215'RAIL.  A STANDARD DISK, STAMPED 623.214 H 12 1930.
 KD0215
 KD0215                          STATION RECOVERY (1967)
 KD0215
 KD0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0215'RECOVERED IN GOOD CONDITION.
 KD0215
 KD0215                          STATION RECOVERY (1974)
 KD0215
 KD0215'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1974
 KD0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0264 ***********************************************************************
 KD0264  DESIGNATION -  H 120
 KD0264  PID         -  KD0264
 KD0264  STATE/COUNTY-  MO/LINN
 KD0264  USGS QUAD   -  BUCKLIN (1979)
 KD0264
 KD0264                         *CURRENT SURVEY CONTROL
 KD0264  ___________________________________________________________________
 KD0264* NAD 83(1986)-  39 47 18.     (N)    092 57 06.     (W)     SCALED    
 KD0264* NAVD 88     -       235.034  (meters)     771.11   (feet)  ADJUSTED  
 KD0264  ___________________________________________________________________
 KD0264  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KD0264  DYNAMIC HT  -         234.903 (meters)     770.68  (feet)  COMP
 KD0264  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 KD0264
 KD0264  VERT ORDER  -  SECOND    CLASS 0
 KD0264
 KD0264.The horizontal coordinates were scaled from a topographic map and have
 KD0264.an estimated accuracy of +/- 6 seconds.
 KD0264
 KD0264.The orthometric height was determined by differential leveling
 KD0264.and adjusted by the National Geodetic Survey in June 1991..
 KD0264
 KD0264.The geoid height was determined by GEOID03.
 KD0264
 KD0264.The dynamic height is computed by dividing the NAVD 88
 KD0264.geopotential number by the normal gravity value computed on the
 KD0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0264.degrees latitude (g = 980.6199 gals.).
 KD0264
 KD0264.The modeled gravity was interpolated from observed gravity values.
 KD0264
 KD0264;                    North         East    Units  Estimated Accuracy
 KD0264;SPC MO C     -   439,050.      461,310.      MT  (+/- 180 meters Scaled)
 KD0264
 KD0264                          SUPERSEDED SURVEY CONTROL
 KD0264
 KD0264  NGVD 29 (??/??/92)  235.008  (m)          771.02   (f) ADJ UNCH    2 0
 KD0264
 KD0264.Superseded values are not recommended for survey control.
 KD0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0264.See file dsdata.txt to determine how the superseded data were derived.
 KD0264
 KD0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE041042(NAD 83)
 KD0264_MARKER: DB = BENCH MARK DISK
 KD0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0264_STAMPING: H 120 1935
 KD0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0264+STABILITY: SURFACE MOTION
 KD0264
 KD0264  HISTORY     - Date     Condition        Report By
 KD0264  HISTORY     - 1935     MONUMENTED       CGS
 KD0264  HISTORY     - 1967     GOOD             NGS
 KD0264  HISTORY     - 1979     GOOD             SCS
 KD0264
 KD0264                          STATION DESCRIPTION
 KD0264
 KD0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0264'2.3 MI E FROM ST CATHERINE.
 KD0264'2.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0264'FROM THE STATION AT ST. CATHERINE, LINN COUNTY, AT MILEAGE 97.6,
 KD0264'40 FEET EAST OF A FARM ROAD CROSSING, 120 FEET NORTH OF A WHITE
 KD0264'FARMHOUSE, 42 FEET SOUTH OF THE TRACK, AND ON A FENCE LINE.
 KD0264'A STANDARD DISK, STAMPED H 120 1935 AND SET IN THE TOP OF A
 KD0264'CONCRETE POST.
 KD0264
 KD0264                          STATION RECOVERY (1967)
 KD0264
 KD0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0264'RECOVERED IN GOOD CONDITION.
 KD0264
 KD0264                          STATION RECOVERY (1979)
 KD0264
 KD0264'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1979
 KD0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0119 ***********************************************************************
 LE0119  DESIGNATION -  H 121
 LE0119  PID         -  LE0119
 LE0119  STATE/COUNTY-  MO/MACON
 LE0119  USGS QUAD   -  LA PLATA (1966)
 LE0119
 LE0119                         *CURRENT SURVEY CONTROL
 LE0119  ___________________________________________________________________
 LE0119* NAD 83(1986)-  40 01 44.     (N)    092 29 34.     (W)     SCALED    
 LE0119* NAVD 88     -       280.097  (meters)     918.95   (feet)  ADJUSTED  
 LE0119  ___________________________________________________________________
 LE0119  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LE0119  DYNAMIC HT  -         279.946 (meters)     918.46  (feet)  COMP
 LE0119  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 LE0119
 LE0119  VERT ORDER  -  SECOND    CLASS 0
 LE0119
 LE0119.The horizontal coordinates were scaled from a topographic map and have
 LE0119.an estimated accuracy of +/- 6 seconds.
 LE0119
 LE0119.The orthometric height was determined by differential leveling
 LE0119.and adjusted by the National Geodetic Survey in June 1991..
 LE0119
 LE0119.The geoid height was determined by GEOID03.
 LE0119
 LE0119.The dynamic height is computed by dividing the NAVD 88
 LE0119.geopotential number by the normal gravity value computed on the
 LE0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0119.degrees latitude (g = 980.6199 gals.).
 LE0119
 LE0119.The modeled gravity was interpolated from observed gravity values.
 LE0119
 LE0119;                    North         East    Units  Estimated Accuracy
 LE0119;SPC MO C     -   465,660.      500,620.      MT  (+/- 180 meters Scaled)
 LE0119
 LE0119                          SUPERSEDED SURVEY CONTROL
 LE0119
 LE0119  NGVD 29 (??/??/92)  280.104  (m)          918.97   (f) ADJ UNCH    2 0
 LE0119
 LE0119.Superseded values are not recommended for survey control.
 LE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0119.See file dsdata.txt to determine how the superseded data were derived.
 LE0119
 LE0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE432310(NAD 83)
 LE0119_MARKER: DB = BENCH MARK DISK
 LE0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0119_STAMPING: H 121 1935
 LE0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0119+STABILITY: SURFACE MOTION
 LE0119
 LE0119  HISTORY     - Date     Condition        Report By
 LE0119  HISTORY     - 1935     MONUMENTED       CGS
 LE0119  HISTORY     - 1963     POOR             USGS
 LE0119
 LE0119                          STATION DESCRIPTION
 LE0119
 LE0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0119'AT LA PLATA.
 LE0119'AT LA PLATA, MACON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 LE0119'RAILWAY, 4 RAILS NORTHEAST OF THE STATION, 13 FEET EAST OF THE
 LE0119'EAST RAIL, 15 FEET SOUTHEAST OF CULVERT 312-C, 43 FEET SOUTH
 LE0119'OF THE CENTERLINE OF A STREET, AND 6 FEET SOUTH OF A TELEPHONE
 LE0119'POLE.  A STANDARD DISK, STAMPED H 121 1935 AND SET IN THE TOP
 LE0119'OF A CONCRETE POST.
 LE0119
 LE0119                          STATION RECOVERY (1963)
 LE0119
 LE0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0119'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0129 ***********************************************************************
 KD0129  DESIGNATION -  H 123
 KD0129  PID         -  KD0129
 KD0129  STATE/COUNTY-  MO/RANDOLPH
 KD0129  USGS QUAD   -  HUNTSVILLE (1979)
 KD0129
 KD0129                         *CURRENT SURVEY CONTROL
 KD0129  ___________________________________________________________________
 KD0129* NAD 83(1986)-  39 25 35.     (N)    092 34 27.     (W)     SCALED    
 KD0129* NAVD 88     -       234.484  (meters)     769.30   (feet)  ADJUSTED  
 KD0129  ___________________________________________________________________
 KD0129  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD0129  DYNAMIC HT  -         234.349 (meters)     768.86  (feet)  COMP
 KD0129  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 KD0129
 KD0129  VERT ORDER  -  SECOND    CLASS 0
 KD0129
 KD0129.The horizontal coordinates were scaled from a topographic map and have
 KD0129.an estimated accuracy of +/- 6 seconds.
 KD0129
 KD0129.The orthometric height was determined by differential leveling
 KD0129.and adjusted by the National Geodetic Survey in June 1991..
 KD0129
 KD0129.The geoid height was determined by GEOID03.
 KD0129
 KD0129.The dynamic height is computed by dividing the NAVD 88
 KD0129.geopotential number by the normal gravity value computed on the
 KD0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0129.degrees latitude (g = 980.6199 gals.).
 KD0129
 KD0129.The modeled gravity was interpolated from observed gravity values.
 KD0129
 KD0129;                    North         East    Units  Estimated Accuracy
 KD0129;SPC MO C     -   398,770.      493,610.      MT  (+/- 180 meters Scaled)
 KD0129
 KD0129                          SUPERSEDED SURVEY CONTROL
 KD0129
 KD0129  NGVD 29 (??/??/92)  234.465  (m)          769.24   (f) ADJ UNCH    2 0
 KD0129
 KD0129.Superseded values are not recommended for survey control.
 KD0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0129.See file dsdata.txt to determine how the superseded data were derived.
 KD0129
 KD0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD366641(NAD 83)
 KD0129_MARKER: DB = BENCH MARK DISK
 KD0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0129_STAMPING: H 123 1935
 KD0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0129+STABILITY: SURFACE MOTION
 KD0129
 KD0129  HISTORY     - Date     Condition        Report By
 KD0129  HISTORY     - 1935     MONUMENTED       CGS
 KD0129  HISTORY     - 1944     GOOD             NGS
 KD0129  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0129  HISTORY     - 1980     MARK NOT FOUND   NGS
 KD0129
 KD0129                          STATION DESCRIPTION
 KD0129
 KD0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KD0129'1.5 MI W FROM HUNTSVILLE.
 KD0129'1.5 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KD0129'HUNTSVILLE, RANDOLPH COUNTY, AT MILEAGE 120.8, AT THE TOP OF THE
 KD0129'SOUTHEAST END OF A SLIGHT CUT, 60 FEET NORTH OF U.S. HIGHWAY 24,
 KD0129'30 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET HIGHER
 KD0129'THAN THE TRACK.  A STANDARD DISK, STAMPED H 123 1935 AND SET IN
 KD0129'THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD HAS BEEN MOVED.
 KD0129
 KD0129                          STATION RECOVERY (1967)
 KD0129
 KD0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0129'MARK NOT FOUND.
 KD0129
 KD0129                          STATION RECOVERY (1980)
 KD0129
 KD0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KD0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0088 ***********************************************************************
 KD0088  DESIGNATION -  H 124
 KD0088  PID         -  KD0088
 KD0088  STATE/COUNTY-  MO/BOONE
 KD0088  USGS QUAD   -  HALLSVILLE (1969)
 KD0088
 KD0088                         *CURRENT SURVEY CONTROL
 KD0088  ___________________________________________________________________
 KD0088* NAD 83(1986)-  39 06 55.     (N)    092 12 57.     (W)     SCALED    
 KD0088* NAVD 88     -       279.104  (meters)     915.69   (feet)  ADJUSTED  
 KD0088  ___________________________________________________________________
 KD0088  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KD0088  DYNAMIC HT  -         278.926 (meters)     915.11  (feet)  COMP
 KD0088  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 KD0088
 KD0088  VERT ORDER  -  SECOND    CLASS 0
 KD0088
 KD0088.The horizontal coordinates were scaled from a topographic map and have
 KD0088.an estimated accuracy of +/- 6 seconds.
 KD0088
 KD0088.The orthometric height was determined by differential leveling
 KD0088.and adjusted by the National Geodetic Survey in June 1991..
 KD0088
 KD0088.The geoid height was determined by GEOID03.
 KD0088
 KD0088.The dynamic height is computed by dividing the NAVD 88
 KD0088.geopotential number by the normal gravity value computed on the
 KD0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0088.degrees latitude (g = 980.6199 gals.).
 KD0088
 KD0088.The modeled gravity was interpolated from observed gravity values.
 KD0088
 KD0088;                    North         East    Units  Estimated Accuracy
 KD0088;SPC MO C     -   364,270.      524,580.      MT  (+/- 180 meters Scaled)
 KD0088
 KD0088                          SUPERSEDED SURVEY CONTROL
 KD0088
 KD0088  NGVD 29 (??/??/92)  279.086  (m)          915.63   (f) ADJ UNCH    2 0
 KD0088
 KD0088.Superseded values are not recommended for survey control.
 KD0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0088.See file dsdata.txt to determine how the superseded data were derived.
 KD0088
 KD0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD677298(NAD 83)
 KD0088_MARKER: DB = BENCH MARK DISK
 KD0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0088_STAMPING: H 124 1935
 KD0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0088+STABILITY: SURFACE MOTION
 KD0088
 KD0088  HISTORY     - Date     Condition        Report By
 KD0088  HISTORY     - 1935     MONUMENTED       CGS
 KD0088  HISTORY     - 1968     POOR             NGS
 KD0088  HISTORY     - 1990     GOOD             USPSQD
 KD0088
 KD0088                          STATION DESCRIPTION
 KD0088
 KD0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0088'AT HALLSVILLE.
 KD0088'AT HALLSVILLE, BOONE COUNTY, 1 RAIL NORTH OF THE WABASH RAILWAY
 KD0088'STATION, AT MILEAGE 13.2, 56 FEET SOUTH OF THE CENTERLINE OF A
 KD0088'STREET, 44 FEET EAST OF THE CENTERLINE OF THE TRACK, 30 FEET
 KD0088'SOUTH OF A CONCRETE WALK, AND AT A FENCE.  A STANDARD DISK,
 KD0088'STAMPED H 124 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0088'NOTE-- IT IS ACROSS THE TRACK FROM THE DEPOT AND 1 FOOT WEST
 KD0088'OF A METAL WITNESS POST.
 KD0088
 KD0088                          STATION RECOVERY (1968)
 KD0088
 KD0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KD0088'MARK RECOVERED IN POOR CONDITION.
 KD0088
 KD0088                          STATION RECOVERY (1990)
 KD0088
 KD0088'RECOVERY NOTE BY US POWER SQUADRON 1990 (PMD)
 KD0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0403 ***********************************************************************
 JD0403  DESIGNATION -  H 125
 JD0403  PID         -  JD0403
 JD0403  STATE/COUNTY-  MO/COOPER
 JD0403  USGS QUAD   -  BOONVILLE (1979)
 JD0403
 JD0403                         *CURRENT SURVEY CONTROL
 JD0403  ___________________________________________________________________
 JD0403* NAD 83(1986)-  38 58 39.     (N)    092 44 37.     (W)     SCALED    
 JD0403* NAVD 88     -       200.467  (meters)     657.70   (feet)  ADJUSTED  
 JD0403  ___________________________________________________________________
 JD0403  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD0403  DYNAMIC HT  -         200.338 (meters)     657.28  (feet)  COMP
 JD0403  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 JD0403
 JD0403  VERT ORDER  -  FIRST     CLASS II
 JD0403
 JD0403.The horizontal coordinates were scaled from a topographic map and have
 JD0403.an estimated accuracy of +/- 6 seconds.
 JD0403
 JD0403.The orthometric height was determined by differential leveling
 JD0403.and adjusted by the National Geodetic Survey in June 1991..
 JD0403
 JD0403.The geoid height was determined by GEOID03.
 JD0403
 JD0403.The dynamic height is computed by dividing the NAVD 88
 JD0403.geopotential number by the normal gravity value computed on the
 JD0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0403.degrees latitude (g = 980.6199 gals.).
 JD0403
 JD0403.The modeled gravity was interpolated from observed gravity values.
 JD0403
 JD0403;                    North         East    Units  Estimated Accuracy
 JD0403;SPC MO C     -   348,960.      478,890.      MT  (+/- 180 meters Scaled)
 JD0403
 JD0403                          SUPERSEDED SURVEY CONTROL
 JD0403
 JD0403  NGVD 29 (??/??/92)  200.431  (m)          657.58   (f) ADJ UNCH    1 2
 JD0403
 JD0403.Superseded values are not recommended for survey control.
 JD0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0403.See file dsdata.txt to determine how the superseded data were derived.
 JD0403
 JD0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD222143(NAD 83)
 JD0403_MARKER: DB = BENCH MARK DISK
 JD0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0403_SP_SET: CONCRETE POST
 JD0403_STAMPING: H 125 1935
 JD0403_MARK LOGO: CGS   
 JD0403_PROJECTION: PROJECTING 5 CENTIMETERS
 JD0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0403+STABILITY: SURFACE MOTION
 JD0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD0403+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 JD0403
 JD0403  HISTORY     - Date     Condition        Report By
 JD0403  HISTORY     - 1935     MONUMENTED       CGS
 JD0403  HISTORY     - 1962     GOOD             NGS
 JD0403  HISTORY     - 1986     GOOD             NGS
 JD0403  HISTORY     - 20050319 GOOD             GEOCAC
 JD0403
 JD0403                          STATION DESCRIPTION
 JD0403
 JD0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0403'AT BOONVILLE.
 JD0403'AT THE COUNTY COURTHOUSE, AT THE NORTHEAST CORNER OF THE
 JD0403'COURTHOUSE, 25 FEET NORTH OF FLAG POLE, 23 FEET WEST OF EAST
 JD0403'FENCE, 7 FEET SOUTH OF NORTH FENCE, 5 FEET EAST OF THE WORLD
 JD0403'WAR MEMORIAL AND ABOUT 6 FEET HIGHER THAN THE NORTH-SOUTH
 JD0403'STREET, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 JD0403
 JD0403                          STATION RECOVERY (1986)
 JD0403
 JD0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0403'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JD0403'BOONVILLE, AT THE JUNCTION OF MAIN AND STREETS, NEAR THE NORTHEAST
 JD0403'CORNER OF THE COUNTY COURTHOUSE LAWN, 17.9 M (58.7 FT) SOUTH OF THE
 JD0403'CENTERLINE OF MAIN STREET, 14.0 M (45.9 FT) EAST OF THE CENTERLINE OF
 JD0403'HIGH STREET, 7.6 M 24.9 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 JD0403'A CONCRETE FLAG POLE BASE, AND 2.0 M (6.6 FT) NORTH OF THE NORTHEAST
 JD0403'CORNER OF A STONE BASE OF A WORLD WAR 1 MONUMENT.
 JD0403'THE MARK IS 1.8 M ABOVE THE STREETS.
 JD0403
 JD0403                          STATION RECOVERY (2005)
 JD0403
 JD0403'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 JD0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0761 ***********************************************************************
 HD0761  DESIGNATION -  H 126
 HD0761  PID         -  HD0761
 HD0761  STATE/COUNTY-  MO/DADE
 HD0761  USGS QUAD   -  SOUTH GREENFIELD (1956)
 HD0761
 HD0761                         *CURRENT SURVEY CONTROL
 HD0761  ___________________________________________________________________
 HD0761* NAD 83(1986)-  37 20 49.     (N)    093 45 22.     (W)     SCALED    
 HD0761* NAVD 88     -       288.742  (meters)     947.31   (feet)  ADJUSTED  
 HD0761  ___________________________________________________________________
 HD0761  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HD0761  DYNAMIC HT  -         288.512 (meters)     946.56  (feet)  COMP
 HD0761  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 HD0761
 HD0761  VERT ORDER  -  SECOND    CLASS 0
 HD0761
 HD0761.The horizontal coordinates were scaled from a topographic map and have
 HD0761.an estimated accuracy of +/- 6 seconds.
 HD0761
 HD0761.The orthometric height was determined by differential leveling
 HD0761.and adjusted by the National Geodetic Survey in June 1991..
 HD0761
 HD0761.The geoid height was determined by GEOID03.
 HD0761
 HD0761.The dynamic height is computed by dividing the NAVD 88
 HD0761.geopotential number by the normal gravity value computed on the
 HD0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0761.degrees latitude (g = 980.6199 gals.).
 HD0761
 HD0761.The modeled gravity was interpolated from observed gravity values.
 HD0761
 HD0761;                    North         East    Units  Estimated Accuracy
 HD0761;SPC MO W     -   131,230.      915,910.      MT  (+/- 180 meters Scaled)
 HD0761
 HD0761                          SUPERSEDED SURVEY CONTROL
 HD0761
 HD0761  NGVD 29 (??/??/92)  288.607  (m)          946.87   (f) ADJ UNCH    2 0
 HD0761
 HD0761.Superseded values are not recommended for survey control.
 HD0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0761.See file dsdata.txt to determine how the superseded data were derived.
 HD0761
 HD0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB330336(NAD 83)
 HD0761_MARKER: DB = BENCH MARK DISK
 HD0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0761_STAMPING: H 126 1935
 HD0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0761+STABILITY: SURFACE MOTION
 HD0761
 HD0761  HISTORY     - Date     Condition        Report By
 HD0761  HISTORY     - 1935     MONUMENTED       CGS
 HD0761  HISTORY     - 1951     MARK NOT FOUND   USGS
 HD0761
 HD0761                          STATION DESCRIPTION
 HD0761
 HD0761'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 HD0761'4 MI W FROM EVERTON.
 HD0761'4.0 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0761'EVERTON, DADE COUNTY, ONE POLE EAST OF THE THIRTY-FIFTH POLE
 HD0761'EAST OF MILEPOST 171, 23 YARDS EAST OF A ROAD CROSSING, 3 YARDS
 HD0761'EAST OF BLOCK SIGNAL 171.9, AND 3 YARDS SOUTH OF THE
 HD0761'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 126 1935 AND
 HD0761'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0735 ***********************************************************************
 HD0735  DESIGNATION -  H 127
 HD0735  PID         -  HD0735
 HD0735  STATE/COUNTY-  MO/LAWRENCE
 HD0735  USGS QUAD   -  MT VERNON (1971)
 HD0735
 HD0735                         *CURRENT SURVEY CONTROL
 HD0735  ___________________________________________________________________
 HD0735* NAD 83(1986)-  37 06 20.     (N)    093 49 09.     (W)     SCALED    
 HD0735* NAVD 88     -       358.708  (meters)    1176.86   (feet)  ADJUSTED  
 HD0735  ___________________________________________________________________
 HD0735  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HD0735  DYNAMIC HT  -         358.411 (meters)    1175.89  (feet)  COMP
 HD0735  MODELED GRAV-     979,793.7   (mgal)                       NAVD 88
 HD0735
 HD0735  VERT ORDER  -  SECOND    CLASS 0
 HD0735
 HD0735.The horizontal coordinates were scaled from a topographic map and have
 HD0735.an estimated accuracy of +/- 6 seconds.
 HD0735
 HD0735.The orthometric height was determined by differential leveling
 HD0735.and adjusted by the National Geodetic Survey in June 1991..
 HD0735
 HD0735.The geoid height was determined by GEOID03.
 HD0735
 HD0735.The dynamic height is computed by dividing the NAVD 88
 HD0735.geopotential number by the normal gravity value computed on the
 HD0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0735.degrees latitude (g = 980.6199 gals.).
 HD0735
 HD0735.The modeled gravity was interpolated from observed gravity values.
 HD0735
 HD0735;                    North         East    Units  Estimated Accuracy
 HD0735;SPC MO W     -   104,400.      910,520.      MT  (+/- 180 meters Scaled)
 HD0735
 HD0735                          SUPERSEDED SURVEY CONTROL
 HD0735
 HD0735  NGVD 29 (??/??/92)  358.558  (m)         1176.37   (f) ADJ UNCH    2 0
 HD0735
 HD0735.Superseded values are not recommended for survey control.
 HD0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0735.See file dsdata.txt to determine how the superseded data were derived.
 HD0735
 HD0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB272068(NAD 83)
 HD0735_MARKER: DB = BENCH MARK DISK
 HD0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0735_STAMPING: H 127 1935
 HD0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0735+STABILITY: SURFACE MOTION
 HD0735
 HD0735  HISTORY     - Date     Condition        Report By
 HD0735  HISTORY     - 1935     MONUMENTED       CGS
 HD0735
 HD0735                          STATION DESCRIPTION
 HD0735
 HD0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0735'AT MOUNT VERNON.
 HD0735'AT MOUNT VERNON, LAWRENCE COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 HD0735'RAILWAY, 60 YARDS WEST OF THE STATION, 13 POLES EAST OF MILEPOST
 HD0735'186, 35 YARDS WEST OF A CONCRETE WALK, 9 YARDS NORTH OF THE FENCE
 HD0735'AROUND THE CARNATION MILK PLANT, AND 7 YARDS SOUTH OF THE TRACK.
 HD0735'A STANDARD DISK, STAMPED H 127 1935 AND SET IN THE TOP OF A CONCRETE
 HD0735'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0300 ***********************************************************************
 HC0300  DESIGNATION -  H 128
 HC0300  PID         -  HC0300
 HC0300  STATE/COUNTY-  MO/WASHINGTON
 HC0300  USGS QUAD   -  SHIRLEY (1958)
 HC0300
 HC0300                         *CURRENT SURVEY CONTROL
 HC0300  ___________________________________________________________________
 HC0300* NAD 83(1986)-  37 54 49.     (N)    090 56 38.     (W)     SCALED    
 HC0300* NAVD 88     -       323.838  (meters)    1062.46   (feet)  ADJUSTED  
 HC0300  ___________________________________________________________________
 HC0300  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HC0300  DYNAMIC HT  -         323.605 (meters)    1061.69  (feet)  COMP
 HC0300  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 HC0300
 HC0300  VERT ORDER  -  SECOND    CLASS 0
 HC0300
 HC0300.The horizontal coordinates were scaled from a topographic map and have
 HC0300.an estimated accuracy of +/- 6 seconds.
 HC0300
 HC0300.The orthometric height was determined by differential leveling
 HC0300.and adjusted by the National Geodetic Survey in June 1991..
 HC0300.WARNING-Repeat measurements at this control monument indicate possible
 HC0300.vertical movement.
 HC0300
 HC0300.The geoid height was determined by GEOID03.
 HC0300
 HC0300.The dynamic height is computed by dividing the NAVD 88
 HC0300.geopotential number by the normal gravity value computed on the
 HC0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0300.degrees latitude (g = 980.6199 gals.).
 HC0300
 HC0300.The modeled gravity was interpolated from observed gravity values.
 HC0300
 HC0300;                    North         East    Units  Estimated Accuracy
 HC0300;SPC MO E     -   230,940.      210,970.      MT  (+/- 180 meters Scaled)
 HC0300
 HC0300                          SUPERSEDED SURVEY CONTROL
 HC0300
 HC0300  NGVD 29 (??/??/92)  323.856  (m)         1062.52   (f) ADJ UNCH    2 0
 HC0300
 HC0300.Superseded values are not recommended for survey control.
 HC0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0300.See file dsdata.txt to determine how the superseded data were derived.
 HC0300
 HC0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB807982(NAD 83)
 HC0300_MARKER: DB = BENCH MARK DISK
 HC0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0300_STAMPING: H 128 1935
 HC0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0300+STABILITY: SURFACE MOTION
 HC0300
 HC0300  HISTORY     - Date     Condition        Report By
 HC0300  HISTORY     - 1935     MONUMENTED       CGS
 HC0300  HISTORY     - 1956     POOR             NGS
 HC0300
 HC0300                          STATION DESCRIPTION
 HC0300
 HC0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HC0300'1.3 MI W FROM SHIRLEY.
 HC0300'1.3 MILES WEST ALONG STATE HIGHWAY 8 FROM SHIRLEY, WASHINGTON
 HC0300'COUNTY, 0.1 MILE EAST OF A SERVICE STATION AT THE TOP OF A GRADE,
 HC0300'OPPOSITE TWO SMALL HOUSES, AT THE EDGE OF A DITCH, 38.5 FEET
 HC0300'NORTH OF THE CENTERLINE OF THE HIGHWAY, 33 FEET EAST OF A FENCE
 HC0300'CORNER.  A STANDARD DISK, STAMPED H 128 1935 AND SET IN THE TOP
 HC0300'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0337 ***********************************************************************
 JC0337  DESIGNATION -  H 129
 JC0337  PID         -  JC0337
 JC0337  STATE/COUNTY-  MO/JEFFERSON
 JC0337  USGS QUAD   -  FESTUS (1982)
 JC0337
 JC0337                         *CURRENT SURVEY CONTROL
 JC0337  ___________________________________________________________________
 JC0337* NAD 83(1986)-  38 14 06.     (N)    090 25 32.     (W)     SCALED    
 JC0337* NAVD 88     -       129.820  (meters)     425.92   (feet)  ADJUSTED  
 JC0337  ___________________________________________________________________
 JC0337  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 JC0337  DYNAMIC HT  -         129.735 (meters)     425.64  (feet)  COMP
 JC0337  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 JC0337
 JC0337  VERT ORDER  -  SECOND    CLASS 0
 JC0337
 JC0337.The horizontal coordinates were scaled from a topographic map and have
 JC0337.an estimated accuracy of +/- 6 seconds.
 JC0337
 JC0337.The orthometric height was determined by differential leveling
 JC0337.and adjusted by the National Geodetic Survey in June 1991..
 JC0337
 JC0337.The geoid height was determined by GEOID03.
 JC0337
 JC0337.The dynamic height is computed by dividing the NAVD 88
 JC0337.geopotential number by the normal gravity value computed on the
 JC0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0337.degrees latitude (g = 980.6199 gals.).
 JC0337
 JC0337.The modeled gravity was interpolated from observed gravity values.
 JC0337
 JC0337;                    North         East    Units  Estimated Accuracy
 JC0337;SPC MO E     -   266,520.      256,520.      MT  (+/- 180 meters Scaled)
 JC0337
 JC0337                          SUPERSEDED SURVEY CONTROL
 JC0337
 JC0337  NGVD 29 (??/??/92)  129.936  (m)          426.30   (f) ADJ UNCH    2 0
 JC0337
 JC0337.Superseded values are not recommended for survey control.
 JC0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0337.See file dsdata.txt to determine how the superseded data were derived.
 JC0337
 JC0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC253350(NAD 83)
 JC0337_MARKER: DB = BENCH MARK DISK
 JC0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0337_STAMPING: H 129 1935
 JC0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0337+STABILITY: SURFACE MOTION
 JC0337
 JC0337  HISTORY     - Date     Condition        Report By
 JC0337  HISTORY     - 1935     MONUMENTED       CGS
 JC0337  HISTORY     - 1952     GOOD             NGS
 JC0337  HISTORY     - 1963     MARK NOT FOUND   USGS
 JC0337
 JC0337                          STATION DESCRIPTION
 JC0337
 JC0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JC0337'AT SILICA.
 JC0337'AT SILICA, JEFFERSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 JC0337'AT THE CROSSING OF COUNTY HIGHWAY A, 60 FEET NORTH OF THE
 JC0337'CENTERLINE OF THE ROAD, AND 24 FEET EAST OF THE CENTERLINE OF THE
 JC0337'TRACK.  A STANDARD DISK, STAMPED H 129 1935 AND SET IN THE TOP
 JC0337'OF A CONCRETE POST.
 JC0337
 JC0337                          STATION RECOVERY (1963)
 JC0337
 JC0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JC0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1350 ***********************************************************************
 JD1350  DESIGNATION -  H 131 RESET
 JD1350  PID         -  JD1350
 JD1350  STATE/COUNTY-  MO/MORGAN
 JD1350  USGS QUAD   -  CROCKERVILLE (1980)
 JD1350
 JD1350                         *CURRENT SURVEY CONTROL
 JD1350  ___________________________________________________________________
 JD1350* NAD 83(1986)-  38 26 13.     (N)    093 01 53.     (W)     SCALED    
 JD1350* NAVD 88     -       320.546  (meters)    1051.66   (feet)  ADJUSTED  
 JD1350  ___________________________________________________________________
 JD1350  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD1350  DYNAMIC HT  -         320.316 (meters)    1050.90  (feet)  COMP
 JD1350  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 JD1350
 JD1350  VERT ORDER  -  SECOND    CLASS 0
 JD1350
 JD1350.The horizontal coordinates were scaled from a topographic map and have
 JD1350.an estimated accuracy of +/- 6 seconds.
 JD1350
 JD1350.The orthometric height was determined by differential leveling
 JD1350.and adjusted by the National Geodetic Survey in June 1991..
 JD1350
 JD1350.The geoid height was determined by GEOID03.
 JD1350
 JD1350.The dynamic height is computed by dividing the NAVD 88
 JD1350.geopotential number by the normal gravity value computed on the
 JD1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1350.degrees latitude (g = 980.6199 gals.).
 JD1350
 JD1350.The modeled gravity was interpolated from observed gravity values.
 JD1350
 JD1350;                    North         East    Units  Estimated Accuracy
 JD1350;SPC MO C     -   289,060.      453,610.      MT  (+/- 180 meters Scaled)
 JD1350
 JD1350                          SUPERSEDED SURVEY CONTROL
 JD1350
 JD1350  NGVD 29 (??/??/92)  320.424  (m)         1051.26   (f) ADJ UNCH    2 0
 JD1350
 JD1350.Superseded values are not recommended for survey control.
 JD1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1350.See file dsdata.txt to determine how the superseded data were derived.
 JD1350
 JD1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC972542(NAD 83)
 JD1350_MARKER: DB = BENCH MARK DISK
 JD1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1350_STAMPING: H 131 1935 RESET 1963
 JD1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1350+STABILITY: SURFACE MOTION
 JD1350
 JD1350  HISTORY     - Date     Condition        Report By
 JD1350  HISTORY     - 1963     MONUMENTED       CGS
 JD1350
 JD1350                          STATION DESCRIPTION
 JD1350
 JD1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1350'2.2 MI W FROM STOVER.
 JD1350'2.15 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1350'RAILROAD FROM THE STATION AT STOVER, 1 1/2 POLES WEST OF
 JD1350'MILEPOST 188, 71 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 JD1350'OF THE RAILROAD AND STATE ROAD FF, 55 FEET WEST OF THE CENTER
 JD1350'LINE OF THE ROAD, 22 FEET WEST OF A CORNER FENCE POST, 2 1/2
 JD1350'FEET SOUTH OF A FENCE, 1.3 FEET WEST OF A METAL WITNESS POST,
 JD1350'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 JD1350'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1289 ***********************************************************************
 JD1289  DESIGNATION -  H 132
 JD1289  PID         -  JD1289
 JD1289  STATE/COUNTY-  MO/BENTON
 JD1289  USGS QUAD   -  COLE CAMP (1961)
 JD1289
 JD1289                         *CURRENT SURVEY CONTROL
 JD1289  ___________________________________________________________________
 JD1289* NAD 83(1986)-  38 26 29.     (N)    093 14 13.     (W)     SCALED    
 JD1289* NAVD 88     -       271.141  (meters)     889.57   (feet)  ADJUSTED  
 JD1289  ___________________________________________________________________
 JD1289  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD1289  DYNAMIC HT  -         270.947 (meters)     888.93  (feet)  COMP
 JD1289  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 JD1289
 JD1289  VERT ORDER  -  SECOND    CLASS 0
 JD1289
 JD1289.The horizontal coordinates were scaled from a topographic map and have
 JD1289.an estimated accuracy of +/- 6 seconds.
 JD1289
 JD1289.The orthometric height was determined by differential leveling
 JD1289.and adjusted by the National Geodetic Survey in June 1991..
 JD1289
 JD1289.The geoid height was determined by GEOID03.
 JD1289
 JD1289.The dynamic height is computed by dividing the NAVD 88
 JD1289.geopotential number by the normal gravity value computed on the
 JD1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1289.degrees latitude (g = 980.6199 gals.).
 JD1289
 JD1289.The modeled gravity was interpolated from observed gravity values.
 JD1289
 JD1289;                    North         East    Units  Estimated Accuracy
 JD1289;SPC MO C     -   289,680.      435,670.      MT  (+/- 180 meters Scaled)
 JD1289
 JD1289                          SUPERSEDED SURVEY CONTROL
 JD1289
 JD1289  NGVD 29 (??/??/92)  271.012  (m)          889.15   (f) ADJ UNCH    2 0
 JD1289
 JD1289.Superseded values are not recommended for survey control.
 JD1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1289.See file dsdata.txt to determine how the superseded data were derived.
 JD1289
 JD1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC793548(NAD 83)
 JD1289_MARKER: DB = BENCH MARK DISK
 JD1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1289_STAMPING: H 132 1934
 JD1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1289+STABILITY: SURFACE MOTION
 JD1289
 JD1289  HISTORY     - Date     Condition        Report By
 JD1289  HISTORY     - 1935     MONUMENTED       CGS
 JD1289  HISTORY     - 1963     GOOD             NGS
 JD1289
 JD1289                          STATION DESCRIPTION
 JD1289
 JD1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1289'3.6 MI SW FROM COLE CAMP.
 JD1289'0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE
 JD1289'AT COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD, THENCE
 JD1289'1.2 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE SOUTH ALONG
 JD1289'A DRIVEWAY TO THE FRED J.L. FARMHOUSE, THENCE 0.25 MILE SOUTHEAST
 JD1289'ALONG A FARM TRAIL TO THE ABANDONED RAILROAD GRADE, 38 1/2 FEET
 JD1289'NORTHWEST OF THE CENTER LINE OF THE OLD GRADE, 32 FEET NORTHEAST
 JD1289'OF THE CENTER OF A GATE, 6 1/2 FEET SOUTHEAST OF A FENCE, 1.0
 JD1289'FOOT SOUTH OF A METAL WITNESS POST, 1 1/2 FEET ABOVE THE LEVEL
 JD1289'OF THE GRADE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1289'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0448 ***********************************************************************
 KC0448  DESIGNATION -  H 133
 KC0448  PID         -  KC0448
 KC0448  STATE/COUNTY-  MO/MONROE
 KC0448  USGS QUAD   -  PARIS EAST (1972)
 KC0448
 KC0448                         *CURRENT SURVEY CONTROL
 KC0448  ___________________________________________________________________
 KC0448* NAD 83(1986)-  39 27 47.     (N)    091 58 58.     (W)     SCALED    
 KC0448* NAVD 88     -       225.165  (meters)     738.73   (feet)  ADJUSTED  
 KC0448  ___________________________________________________________________
 KC0448  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KC0448  DYNAMIC HT  -         225.034 (meters)     738.30  (feet)  COMP
 KC0448  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 KC0448
 KC0448  VERT ORDER  -  SECOND    CLASS 0
 KC0448
 KC0448.The horizontal coordinates were scaled from a topographic map and have
 KC0448.an estimated accuracy of +/- 6 seconds.
 KC0448
 KC0448.The orthometric height was determined by differential leveling
 KC0448.and adjusted by the National Geodetic Survey in June 1991..
 KC0448
 KC0448.The geoid height was determined by GEOID03.
 KC0448
 KC0448.The dynamic height is computed by dividing the NAVD 88
 KC0448.geopotential number by the normal gravity value computed on the
 KC0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0448.degrees latitude (g = 980.6199 gals.).
 KC0448
 KC0448.The modeled gravity was interpolated from observed gravity values.
 KC0448
 KC0448;                    North         East    Units  Estimated Accuracy
 KC0448;SPC MO C     -   402,960.      544,510.      MT  (+/- 180 meters Scaled)
 KC0448
 KC0448                          SUPERSEDED SURVEY CONTROL
 KC0448
 KC0448  NGVD 29 (??/??/92)  225.181  (m)          738.78   (f) ADJ UNCH    2 0
 KC0448
 KC0448.Superseded values are not recommended for survey control.
 KC0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0448.See file dsdata.txt to determine how the superseded data were derived.
 KC0448
 KC0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD875686(NAD 83)
 KC0448_MARKER: DB = BENCH MARK DISK
 KC0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0448_STAMPING: H 133 1935
 KC0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0448+STABILITY: SURFACE MOTION
 KC0448
 KC0448  HISTORY     - Date     Condition        Report By
 KC0448  HISTORY     - 1935     MONUMENTED       CGS
 KC0448  HISTORY     - 1972     MARK NOT FOUND   USGS
 KC0448
 KC0448                          STATION DESCRIPTION
 KC0448
 KC0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0448'2.2 MI SE FROM PARIS.
 KC0448'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 26 FROM THE COUNTY
 KC0448'COURTHOUSE AT PARIS, MONROE COUNTY, 66 FEET EAST OF A SMALL
 KC0448'CONCRETE CULVERT, AND 34 FEET SOUTH OF THE CENTERLINE OF THE
 KC0448'HIGHWAY.  A STANDARD DISK, STAMPED H 133 1935 AND SET IN THE TOP
 KC0448'OF A CONCRETE POST.
 KC0448
 KC0448                          STATION RECOVERY (1972)
 KC0448
 KC0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KC0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0045 ***********************************************************************
 KD0045  DESIGNATION -  H 134
 KD0045  PID         -  KD0045
 KD0045  STATE/COUNTY-  MO/SHELBY
 KD0045  USGS QUAD   -  BETHEL (1964)
 KD0045
 KD0045                         *CURRENT SURVEY CONTROL
 KD0045  ___________________________________________________________________
 KD0045* NAD 83(1986)-  39 53 38.     (N)    092 05 39.     (W)     SCALED    
 KD0045* NAVD 88     -       237.651  (meters)     779.69   (feet)  ADJUSTED  
 KD0045  ___________________________________________________________________
 KD0045  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD0045  DYNAMIC HT  -         237.524 (meters)     779.28  (feet)  COMP
 KD0045  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 KD0045
 KD0045  VERT ORDER  -  SECOND    CLASS 0
 KD0045
 KD0045.The horizontal coordinates were scaled from a topographic map and have
 KD0045.an estimated accuracy of +/- 6 seconds.
 KD0045
 KD0045.The orthometric height was determined by differential leveling
 KD0045.and adjusted by the National Geodetic Survey in June 1991..
 KD0045
 KD0045.The geoid height was determined by GEOID03.
 KD0045
 KD0045.The dynamic height is computed by dividing the NAVD 88
 KD0045.geopotential number by the normal gravity value computed on the
 KD0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0045.degrees latitude (g = 980.6199 gals.).
 KD0045
 KD0045.The modeled gravity was interpolated from observed gravity values.
 KD0045
 KD0045;                    North         East    Units  Estimated Accuracy
 KD0045;SPC MO C     -   450,750.      534,710.      MT  (+/- 180 meters Scaled)
 KD0045
 KD0045                          SUPERSEDED SURVEY CONTROL
 KD0045
 KD0045  NGVD 29 (??/??/92)  237.681  (m)          779.79   (f) ADJ UNCH    2 0
 KD0045
 KD0045.Superseded values are not recommended for survey control.
 KD0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0045.See file dsdata.txt to determine how the superseded data were derived.
 KD0045
 KD0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE774163(NAD 83)
 KD0045_MARKER: DB = BENCH MARK DISK
 KD0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0045_STAMPING: H 134 1935
 KD0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0045+STABILITY: SURFACE MOTION
 KD0045
 KD0045  HISTORY     - Date     Condition        Report By
 KD0045  HISTORY     - 1935     MONUMENTED       CGS
 KD0045  HISTORY     - 1967     GOOD             NGS
 KD0045
 KD0045                          STATION DESCRIPTION
 KD0045
 KD0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0045'4.3 MI SE FROM LEONARD.
 KD0045'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM LEONARD, AT EPWORTH,
 KD0045'36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 20 FEET EAST OF
 KD0045'THE MANUEL BROS. STORE, AND AT THE SOUTHWEST CORNER OF A YARD.
 KD0045'A STANDARD DISK, STAMPED H 134 1935 AND SET IN THE TOP OF A
 KD0045'CONCRETE POST.
 KD0045
 KD0045                          STATION RECOVERY (1967)
 KD0045
 KD0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0326 ***********************************************************************
 KC0326  DESIGNATION -  H 135
 KC0326  PID         -  KC0326
 KC0326  STATE/COUNTY-  MO/RALLS
 KC0326  USGS QUAD   -  HANNIBAL WEST (1971)
 KC0326
 KC0326                         *CURRENT SURVEY CONTROL
 KC0326  ___________________________________________________________________
 KC0326* NAD 83(1986)-  39 41 09.     (N)    091 28 20.     (W)     SCALED    
 KC0326* NAVD 88     -       187.886  (meters)     616.42   (feet)  ADJUSTED  
 KC0326  ___________________________________________________________________
 KC0326  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KC0326  DYNAMIC HT  -         187.783 (meters)     616.08  (feet)  COMP
 KC0326  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 KC0326
 KC0326  VERT ORDER  -  SECOND    CLASS 0
 KC0326
 KC0326.The horizontal coordinates were scaled from a topographic map and have
 KC0326.an estimated accuracy of +/- 6 seconds.
 KC0326
 KC0326.The orthometric height was determined by differential leveling
 KC0326.and adjusted by the National Geodetic Survey in June 1991..
 KC0326
 KC0326.The geoid height was determined by GEOID03.
 KC0326
 KC0326.The dynamic height is computed by dividing the NAVD 88
 KC0326.geopotential number by the normal gravity value computed on the
 KC0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0326.degrees latitude (g = 980.6199 gals.).
 KC0326
 KC0326.The modeled gravity was interpolated from observed gravity values.
 KC0326
 KC0326;                    North         East    Units  Estimated Accuracy
 KC0326;SPC MO E     -   428,020.      166,600.      MT  (+/- 180 meters Scaled)
 KC0326
 KC0326                          SUPERSEDED SURVEY CONTROL
 KC0326
 KC0326  NGVD 29 (??/??/92)  187.921  (m)          616.54   (f) ADJ UNCH    2 0
 KC0326
 KC0326.Superseded values are not recommended for survey control.
 KC0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0326.See file dsdata.txt to determine how the superseded data were derived.
 KC0326
 KC0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD310940(NAD 83)
 KC0326_MARKER: DB = BENCH MARK DISK
 KC0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0326_STAMPING: H 135 1935
 KC0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0326+STABILITY: SURFACE MOTION
 KC0326
 KC0326  HISTORY     - Date     Condition        Report By
 KC0326  HISTORY     - 1935     MONUMENTED       CGS
 KC0326
 KC0326                          STATION DESCRIPTION
 KC0326
 KC0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0326'4.5 MI E FROM RENSSELAER.
 KC0326'4.5 MILES EAST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0326'RENNSELAER, RALLS COUNTY, AT MILEAGE 7.45, 30 FEET WEST OF THE
 KC0326'CENTER OF A GRADE CROSSING, 45 FEET SOUTH OF THE TRACK, 9 FEET
 KC0326'SOUTH AND 9 FEET EAST OF A POLE, AND ONE FOOT NORTH OF THE
 KC0326'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 135 1935 AND SET
 KC0326'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0567 ***********************************************************************
 JC0567  DESIGNATION -  H 136
 JC0567  PID         -  JC0567
 JC0567  STATE/COUNTY-  MO/LINCOLN
 JC0567  USGS QUAD   -  TROY (1982)
 JC0567
 JC0567                         *CURRENT SURVEY CONTROL
 JC0567  ___________________________________________________________________
 JC0567* NAD 83(1986)-  38 59 55.     (N)    090 58 21.     (W)     SCALED    
 JC0567* NAVD 88     -       173.565  (meters)     569.44   (feet)  ADJUSTED  
 JC0567  ___________________________________________________________________
 JC0567  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JC0567  DYNAMIC HT  -         173.458 (meters)     569.09  (feet)  COMP
 JC0567  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 JC0567
 JC0567  VERT ORDER  -  SECOND    CLASS 0
 JC0567
 JC0567.The horizontal coordinates were scaled from a topographic map and have
 JC0567.an estimated accuracy of +/- 6 seconds.
 JC0567
 JC0567.The orthometric height was determined by differential leveling
 JC0567.and adjusted by the National Geodetic Survey in June 1991..
 JC0567
 JC0567.The geoid height was determined by GEOID03.
 JC0567
 JC0567.The dynamic height is computed by dividing the NAVD 88
 JC0567.geopotential number by the normal gravity value computed on the
 JC0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0567.degrees latitude (g = 980.6199 gals.).
 JC0567
 JC0567.The modeled gravity was interpolated from observed gravity values.
 JC0567
 JC0567;                    North         East    Units  Estimated Accuracy
 JC0567;SPC MO E     -   351,380.      209,070.      MT  (+/- 180 meters Scaled)
 JC0567
 JC0567                          SUPERSEDED SURVEY CONTROL
 JC0567
 JC0567  NGVD 29 (??/??/92)  173.589  (m)          569.52   (f) ADJ UNCH    2 0
 JC0567
 JC0567.Superseded values are not recommended for survey control.
 JC0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0567.See file dsdata.txt to determine how the superseded data were derived.
 JC0567
 JC0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD755185(NAD 83)
 JC0567_MARKER: DB = BENCH MARK DISK
 JC0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0567_STAMPING: H 136 1935
 JC0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0567+STABILITY: SURFACE MOTION
 JC0567
 JC0567  HISTORY     - Date     Condition        Report By
 JC0567  HISTORY     - 1935     MONUMENTED       CGS
 JC0567  HISTORY     - 19990420 GOOD             USPSQD
 JC0567  HISTORY     - 20051205 POOR             INDIV
 JC0567
 JC0567                          STATION DESCRIPTION
 JC0567
 JC0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0567'1.1 MI N FROM TROY.
 JC0567'1.1 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 JC0567'HIGHWAY 47 AT TROY, LINCOLN COUNTY, 8 YARDS SOUTH OF A FARM ROAD,
 JC0567'16 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 YARDS SOUTH
 JC0567'OF A CORNER POST.  A STANDARD DISK, STAMPED H 136 1935 AND SET
 JC0567'IN THE TOP OF A CONCRETE POST.
 JC0567
 JC0567                          STATION RECOVERY (1999)
 JC0567
 JC0567'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0567'RECOVERED IN GOOD CONDITION.
 JC0567
 JC0567                          STATION RECOVERY (2005)
 JC0567
 JC0567'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MSS)
 JC0567'MONUMENT FOUND 10'+/- S. OF CL GRAVEL DRIVEWAY TO HOUSE NUMBER 467 S.
 JC0567'LINCOLN DR. MONUMENT HAS BEEN HIT AND ELEVATION IS QUESTIONABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0402 ***********************************************************************
 KC0402  DESIGNATION -  H 137
 KC0402  PID         -  KC0402
 KC0402  STATE/COUNTY-  MO/PIKE
 KC0402  USGS QUAD   -  LOUISIANA (1991)
 KC0402
 KC0402                         *CURRENT SURVEY CONTROL
 KC0402  ___________________________________________________________________
 KC0402* NAD 83(1986)-  39 23 35.     (N)    091 06 51.     (W)     SCALED    
 KC0402* NAVD 88     -       170.748  (meters)     560.20   (feet)  ADJUSTED  
 KC0402  ___________________________________________________________________
 KC0402  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KC0402  DYNAMIC HT  -         170.649 (meters)     559.87  (feet)  COMP
 KC0402  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 KC0402
 KC0402  VERT ORDER  -  SECOND    CLASS 0
 KC0402
 KC0402.The horizontal coordinates were scaled from a topographic map and have
 KC0402.an estimated accuracy of +/- 6 seconds.
 KC0402
 KC0402.The orthometric height was determined by differential leveling
 KC0402.and adjusted by the National Geodetic Survey in June 1991..
 KC0402
 KC0402.The geoid height was determined by GEOID03.
 KC0402
 KC0402.The dynamic height is computed by dividing the NAVD 88
 KC0402.geopotential number by the normal gravity value computed on the
 KC0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0402.degrees latitude (g = 980.6199 gals.).
 KC0402
 KC0402.The modeled gravity was interpolated from observed gravity values.
 KC0402
 KC0402;                    North         East    Units  Estimated Accuracy
 KC0402;SPC MO E     -   395,250.      197,100.      MT  (+/- 180 meters Scaled)
 KC0402
 KC0402                          SUPERSEDED SURVEY CONTROL
 KC0402
 KC0402  NGVD 29 (??/??/92)  170.791  (m)          560.34   (f) ADJ UNCH    2 0
 KC0402
 KC0402.Superseded values are not recommended for survey control.
 KC0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0402.See file dsdata.txt to determine how the superseded data were derived.
 KC0402
 KC0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD623620(NAD 83)
 KC0402_MARKER: DB = BENCH MARK DISK
 KC0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0402_STAMPING: H 137 1935
 KC0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0402+STABILITY: SURFACE MOTION
 KC0402
 KC0402  HISTORY     - Date     Condition        Report By
 KC0402  HISTORY     - 1935     MONUMENTED       CGS
 KC0402  HISTORY     - 1973     MARK NOT FOUND   USGS
 KC0402
 KC0402                          STATION DESCRIPTION
 KC0402
 KC0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0402'5.3 MI W FROM LOUISIANA.
 KC0402'5.3 MILES WEST ALONG THE CHICAGO AND ALTON RAILROAD FROM THE
 KC0402'STATION AT LOUISIANA, PIKE COUNTY, 150 YARDS WEST OF A ROAD
 KC0402'CROSSING, 14 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, AND AT
 KC0402'A FENCE LINE.  A STANDARD DISK, STAMPED H 137 1935 AND SET IN
 KC0402'THE TOP OF A CONCRETE POST.
 KC0402
 KC0402                          STATION RECOVERY (1973)
 KC0402
 KC0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KC0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0375 ***********************************************************************
 JC0375  DESIGNATION -  H 139
 JC0375  PID         -  JC0375
 JC0375  STATE/COUNTY-  MO/FRANKLIN
 JC0375  USGS QUAD   -  ST CLAIR (1969)
 JC0375
 JC0375                         *CURRENT SURVEY CONTROL
 JC0375  ___________________________________________________________________
 JC0375* NAD 83(1986)-  38 19 26.     (N)    090 55 08.     (W)     SCALED    
 JC0375* NAVD 88     -       161.707  (meters)     530.53   (feet)  ADJUSTED  
 JC0375  ___________________________________________________________________
 JC0375  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 JC0375  DYNAMIC HT  -         161.602 (meters)     530.19  (feet)  COMP
 JC0375  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 JC0375
 JC0375  VERT ORDER  -  FIRST     CLASS II
 JC0375
 JC0375.The horizontal coordinates were scaled from a topographic map and have
 JC0375.an estimated accuracy of +/- 6 seconds.
 JC0375
 JC0375.The orthometric height was determined by differential leveling
 JC0375.and adjusted by the National Geodetic Survey in June 1991..
 JC0375
 JC0375.The geoid height was determined by GEOID03.
 JC0375
 JC0375.The dynamic height is computed by dividing the NAVD 88
 JC0375.geopotential number by the normal gravity value computed on the
 JC0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0375.degrees latitude (g = 980.6199 gals.).
 JC0375
 JC0375.The modeled gravity was interpolated from observed gravity values.
 JC0375
 JC0375;                    North         East    Units  Estimated Accuracy
 JC0375;SPC MO E     -   276,460.      213,370.      MT  (+/- 180 meters Scaled)
 JC0375
 JC0375                          SUPERSEDED SURVEY CONTROL
 JC0375
 JC0375  NGVD 29 (??/??/92)  161.756  (m)          530.69   (f) ADJ UNCH    1 2
 JC0375
 JC0375.Superseded values are not recommended for survey control.
 JC0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0375.See file dsdata.txt to determine how the superseded data were derived.
 JC0375
 JC0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC819438(NAD 83)
 JC0375_MARKER: DB = BENCH MARK DISK
 JC0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0375_SP_SET: BRIDGE
 JC0375_STAMPING: H 139 1935
 JC0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0375
 JC0375  HISTORY     - Date     Condition        Report By
 JC0375  HISTORY     - 1935     MONUMENTED       CGS
 JC0375  HISTORY     - 1949     GOOD             NGS
 JC0375
 JC0375                          STATION DESCRIPTION
 JC0375
 JC0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0375'4.1 MI SE FROM ST CLAIR.
 JC0375'ABOUT 4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 30 FROM THE ST.
 JC0375'LOUIS-SAN FRANCISCO RAILWAY OVERPASS AT ST. CLAIR, IN THE TOP OF
 JC0375'THE SOUTHEAST ABUTMENT OF HIGHWAY 30S CONCRETE BRIDGE ACROSS MERAMEC
 JC0375'RIVER, 11.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.7
 JC0375'FOOT SOUTHWEST OF THE CONCRETE BANNISTER AND 0.5 FOOT ABOVE THE
 JC0375'LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0202 ***********************************************************************
 HC0202  DESIGNATION -  H 139
 HC0202  PID         -  HC0202
 HC0202  STATE/COUNTY-  MO/IRON
 HC0202  USGS QUAD   -  DES ARC (1980)
 HC0202
 HC0202                         *CURRENT SURVEY CONTROL
 HC0202  ___________________________________________________________________
 HC0202* NAD 83(1986)-  37 19 34.     (N)    090 40 09.     (W)     SCALED    
 HC0202* NAVD 88     -       173.802  (meters)     570.22   (feet)  ADJUSTED  
 HC0202  ___________________________________________________________________
 HC0202  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HC0202  DYNAMIC HT  -         173.668 (meters)     569.78  (feet)  COMP
 HC0202  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 HC0202
 HC0202  VERT ORDER  -  SECOND    CLASS 0
 HC0202
 HC0202.The horizontal coordinates were scaled from a topographic map and have
 HC0202.an estimated accuracy of +/- 6 seconds.
 HC0202
 HC0202.The orthometric height was determined by differential leveling
 HC0202.and adjusted by the National Geodetic Survey in June 1991..
 HC0202
 HC0202.The geoid height was determined by GEOID03.
 HC0202
 HC0202.The dynamic height is computed by dividing the NAVD 88
 HC0202.geopotential number by the normal gravity value computed on the
 HC0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0202.degrees latitude (g = 980.6199 gals.).
 HC0202
 HC0202.The modeled gravity was interpolated from observed gravity values.
 HC0202
 HC0202;                    North         East    Units  Estimated Accuracy
 HC0202;SPC MO E     -   165,660.      235,010.      MT  (+/- 180 meters Scaled)
 HC0202
 HC0202                          SUPERSEDED SURVEY CONTROL
 HC0202
 HC0202  NGVD 29 (??/??/92)  173.815  (m)          570.26   (f) ADJ UNCH    2 0
 HC0202
 HC0202.Superseded values are not recommended for survey control.
 HC0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0202.See file dsdata.txt to determine how the superseded data were derived.
 HC0202
 HC0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB065335(NAD 83)
 HC0202_MARKER: DB = BENCH MARK DISK
 HC0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0202_STAMPING: H 139 1935
 HC0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0202+STABILITY: SURFACE MOTION
 HC0202
 HC0202  HISTORY     - Date     Condition        Report By
 HC0202  HISTORY     - 1935     MONUMENTED       CGS
 HC0202  HISTORY     - 1966     MARK NOT FOUND   USGS
 HC0202
 HC0202                          STATION DESCRIPTION
 HC0202
 HC0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0202'3.1 MI S FROM ANNAPOLIS.
 HC0202'3.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0202'STATION AT ANNAPOLIS, AT POLE 111/8, 24 FEET WEST OF THE CENTERLINE
 HC0202'OF THE TRACK, AND 18 FEET EAST OF A FENCE.  A STANDARD DISK,
 HC0202'STAMPED H 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0202
 HC0202                          STATION RECOVERY (1966)
 HC0202
 HC0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HC0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0019 ***********************************************************************
 GE0019  DESIGNATION -  H 14
 GE0019  PID         -  GE0019
 GE0019  STATE/COUNTY-  MO/BUTLER
 GE0019  USGS QUAD   -  POPLAR BLUFF (1979)
 GE0019
 GE0019                         *CURRENT SURVEY CONTROL
 GE0019  ___________________________________________________________________
 GE0019* NAD 83(1986)-  36 45 37.     (N)    090 23 17.     (W)     SCALED    
 GE0019* NAVD 88     -       103.295  (meters)     338.89   (feet)  ADJUSTED  
 GE0019  ___________________________________________________________________
 GE0019  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GE0019  DYNAMIC HT  -         103.214 (meters)     338.63  (feet)  COMP
 GE0019  MODELED GRAV-     979,842.9   (mgal)                       NAVD 88
 GE0019
 GE0019  VERT ORDER  -  FIRST     CLASS II
 GE0019
 GE0019.The horizontal coordinates were scaled from a topographic map and have
 GE0019.an estimated accuracy of +/- 6 seconds.
 GE0019
 GE0019.The orthometric height was determined by differential leveling
 GE0019.and adjusted by the National Geodetic Survey in June 1991..
 GE0019
 GE0019.The geoid height was determined by GEOID03.
 GE0019
 GE0019.The dynamic height is computed by dividing the NAVD 88
 GE0019.geopotential number by the normal gravity value computed on the
 GE0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0019.degrees latitude (g = 980.6199 gals.).
 GE0019
 GE0019.The modeled gravity was interpolated from observed gravity values.
 GE0019
 GE0019;                    North         East    Units  Estimated Accuracy
 GE0019;SPC MO E     -   102,860.      260,000.      MT  (+/- 180 meters Scaled)
 GE0019
 GE0019                          SUPERSEDED SURVEY CONTROL
 GE0019
 GE0019  NGVD 29 (??/??/92)  103.306  (m)          338.93   (f) ADJ UNCH    1 2
 GE0019
 GE0019.Superseded values are not recommended for survey control.
 GE0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0019.See file dsdata.txt to determine how the superseded data were derived.
 GE0019
 GE0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA331714(NAD 83)
 GE0019_MARKER: DB = BENCH MARK DISK
 GE0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0019_STAMPING: 338.949 H 14 1932
 GE0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0019+STABILITY: SURFACE MOTION
 GE0019
 GE0019  HISTORY     - Date     Condition        Report By
 GE0019  HISTORY     - 1932     MONUMENTED       CGS
 GE0019  HISTORY     - 1934     GOOD             NGS
 GE0019  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0019
 GE0019                          STATION DESCRIPTION
 GE0019
 GE0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0019'AT POPLAR BLUFF.
 GE0019'AT POPLAR BLUFF, BUTLER COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GE0019'RAILWAY, 6 RAILS SOUTHWEST OF THE JUNCTION OF THE MISSOURI
 GE0019'PACIFIC RAILROAD, AT THE NORTHEAST CORNER OF THE GROUNDS OF THE
 GE0019'POPLAR BLUFF MUNICIPAL POWER AND LIGHT PLANT, 12 FEET SOUTHEAST
 GE0019'OF THE CENTERLINE OF THE TRACK, 4.5 FEET SOUTHEAST OF THE SWITCH
 GE0019'RODS, AND 2 FEET FROM THE OUTSIDE CURVE OF A DRIVE.  A STANDARD
 GE0019'DISK, STAMPED 338.949 H 14 1932 AND SET IN THE TOP OF A CONCRETE
 GE0019'POST FLUSH WITH THE GROUND.
 GE0019
 GE0019                          STATION RECOVERY (2002)
 GE0019
 GE0019'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1027 ***********************************************************************
 HB1027  DESIGNATION -  H 140
 HB1027  PID         -  HB1027
 HB1027  STATE/COUNTY-  MO/PERRY
 HB1027  USGS QUAD   -  PERRYVILLE WEST (1980)
 HB1027
 HB1027                         *CURRENT SURVEY CONTROL
 HB1027  ___________________________________________________________________
 HB1027* NAD 83(1986)-  37 43 26.     (N)    089 53 00.     (W)     SCALED    
 HB1027* NAVD 88     -       188.185  (meters)     617.40   (feet)  ADJUSTED  
 HB1027  ___________________________________________________________________
 HB1027  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HB1027  DYNAMIC HT  -         188.056 (meters)     616.98  (feet)  COMP
 HB1027  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 HB1027
 HB1027  VERT ORDER  -  SECOND    CLASS 0
 HB1027
 HB1027.The horizontal coordinates were scaled from a topographic map and have
 HB1027.an estimated accuracy of +/- 6 seconds.
 HB1027
 HB1027.The orthometric height was determined by differential leveling
 HB1027.and adjusted by the National Geodetic Survey in June 1991..
 HB1027
 HB1027.The geoid height was determined by GEOID03.
 HB1027
 HB1027.The dynamic height is computed by dividing the NAVD 88
 HB1027.geopotential number by the normal gravity value computed on the
 HB1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1027.degrees latitude (g = 980.6199 gals.).
 HB1027
 HB1027.The modeled gravity was interpolated from observed gravity values.
 HB1027
 HB1027;                    North         East    Units  Estimated Accuracy
 HB1027;SPC MO E     -   209,970.      304,360.      MT  (+/- 180 meters Scaled)
 HB1027
 HB1027                          SUPERSEDED SURVEY CONTROL
 HB1027
 HB1027  NGVD 29 (??/??/??)  188.287  (m)          617.74   (f) ADJUSTED    2 0
 HB1027
 HB1027.Superseded values are not recommended for survey control.
 HB1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1027.See file dsdata.txt to determine how the superseded data were derived.
 HB1027
 HB1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG458790(NAD 83)
 HB1027_MARKER: DB = BENCH MARK DISK
 HB1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1027_STAMPING: H 140 1935
 HB1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1027+STABILITY: SURFACE MOTION
 HB1027
 HB1027  HISTORY     - Date     Condition        Report By
 HB1027  HISTORY     - 1935     MONUMENTED       CGS
 HB1027  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1027  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1027  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1027
 HB1027                          STATION DESCRIPTION
 HB1027
 HB1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1027'1 MI S FROM PERRYVILLE.
 HB1027'1.0 MILE SOUTH ALONG STATE HIGHWAY 51 FROM THE HIGH SCHOOL
 HB1027'GROUNDS AT PERRYVILLE, PERRY COUNTY, 1.6 MILES NORTH OF THE SAM
 HB1027'BURTLER RESIDENCE 80 FEET SOUTH OF A SHARP CURVE TO THE SOUTH,
 HB1027'40 FEET EAST OF THE HIGHWAY, AND 40 FEET WEST OF AN OLD ROADBED.
 HB1027'A STANDARD DISK, STAMPED H 140 1935 AND SET IN THE TOP OF A
 HB1027'CONCRETE POST.
 HB1027
 HB1027                          STATION RECOVERY (1976)
 HB1027
 HB1027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1027'MARK NOT FOUND.
 HB1027
 HB1027                          STATION RECOVERY (1976)
 HB1027
 HB1027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1027'MARK NOT FOUND.
 HB1027
 HB1027                          STATION RECOVERY (1976)
 HB1027
 HB1027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0967 ***********************************************************************
 HB0967  DESIGNATION -  H 141
 HB0967  PID         -  HB0967
 HB0967  STATE/COUNTY-  MO/BOLLINGER
 HB0967  USGS QUAD   -  MARBLE HILL (1980)
 HB0967
 HB0967                         *CURRENT SURVEY CONTROL
 HB0967  ___________________________________________________________________
 HB0967* NAD 83(1986)-  37 16 40.     (N)    089 53 52.     (W)     SCALED    
 HB0967* NAVD 88     -       117.471  (meters)     385.40   (feet)  ADJUSTED  
 HB0967  ___________________________________________________________________
 HB0967  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB0967  DYNAMIC HT  -         117.385 (meters)     385.12  (feet)  COMP
 HB0967  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 HB0967
 HB0967  VERT ORDER  -  SECOND    CLASS 0
 HB0967
 HB0967.The horizontal coordinates were scaled from a topographic map and have
 HB0967.an estimated accuracy of +/- 6 seconds.
 HB0967
 HB0967.The orthometric height was determined by differential leveling
 HB0967.and adjusted by the National Geodetic Survey in June 1991..
 HB0967
 HB0967.The geoid height was determined by GEOID03.
 HB0967
 HB0967.The dynamic height is computed by dividing the NAVD 88
 HB0967.geopotential number by the normal gravity value computed on the
 HB0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0967.degrees latitude (g = 980.6199 gals.).
 HB0967
 HB0967.The modeled gravity was interpolated from observed gravity values.
 HB0967
 HB0967;                    North         East    Units  Estimated Accuracy
 HB0967;SPC MO E     -   160,450.      303,410.      MT  (+/- 180 meters Scaled)
 HB0967
 HB0967                          SUPERSEDED SURVEY CONTROL
 HB0967
 HB0967  NGVD 29 (??/??/??)  117.456  (m)          385.35   (f) ADJUSTED    2 0
 HB0967
 HB0967.Superseded values are not recommended for survey control.
 HB0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0967.See file dsdata.txt to determine how the superseded data were derived.
 HB0967
 HB0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG430296(NAD 83)
 HB0967_MARKER: DB = BENCH MARK DISK
 HB0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0967_STAMPING: H 141 1935
 HB0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0967+STABILITY: SURFACE MOTION
 HB0967
 HB0967  HISTORY     - Date     Condition        Report By
 HB0967  HISTORY     - 1935     MONUMENTED       CGS
 HB0967  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB0967  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB0967  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB0967
 HB0967                          STATION DESCRIPTION
 HB0967
 HB0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0967'0.6 MI NW FROM LAFLIN.
 HB0967'0.6 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB0967'STATION AT LAFLIN, BOLLINGER COUNTY, AT MILEAGE 138.2, 46 FEET
 HB0967'EAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT WEST OF THE
 HB0967'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 141 1935 AND SET
 HB0967'IN THE TOP OF A CONCRETE POST.
 HB0967
 HB0967                          STATION RECOVERY (1976)
 HB0967
 HB0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0967'MARK NOT FOUND.
 HB0967
 HB0967                          STATION RECOVERY (1976)
 HB0967
 HB0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0967'MARK NOT FOUND.
 HB0967
 HB0967                          STATION RECOVERY (1976)
 HB0967
 HB0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0474 ***********************************************************************
 KC0474  DESIGNATION -  H 146
 KC0474  PID         -  KC0474
 KC0474  STATE/COUNTY-  MO/CALLAWAY
 KC0474  USGS QUAD   -  AUXVASSE (1972)
 KC0474
 KC0474                         *CURRENT SURVEY CONTROL
 KC0474  ___________________________________________________________________
 KC0474* NAD 83(1986)-  39 02 12.     (N)    091 53 48.     (W)     SCALED    
 KC0474* NAVD 88     -       258.707  (meters)     848.77   (feet)  ADJUSTED  
 KC0474  ___________________________________________________________________
 KC0474  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KC0474  DYNAMIC HT  -         258.542 (meters)     848.23  (feet)  COMP
 KC0474  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 KC0474
 KC0474  VERT ORDER  -  SECOND    CLASS 0
 KC0474
 KC0474.The horizontal coordinates were scaled from a topographic map and have
 KC0474.an estimated accuracy of +/- 6 seconds.
 KC0474
 KC0474.The orthometric height was determined by differential leveling
 KC0474.and adjusted by the National Geodetic Survey in June 1991..
 KC0474
 KC0474.The geoid height was determined by GEOID03.
 KC0474
 KC0474.The dynamic height is computed by dividing the NAVD 88
 KC0474.geopotential number by the normal gravity value computed on the
 KC0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0474.degrees latitude (g = 980.6199 gals.).
 KC0474
 KC0474.The modeled gravity was interpolated from observed gravity values.
 KC0474
 KC0474;                    North         East    Units  Estimated Accuracy
 KC0474;SPC MO C     -   355,670.      552,230.      MT  (+/- 180 meters Scaled)
 KC0474
 KC0474                          SUPERSEDED SURVEY CONTROL
 KC0474
 KC0474  NGVD 29 (??/??/92)  258.711  (m)          848.79   (f) ADJ UNCH    2 0
 KC0474
 KC0474.Superseded values are not recommended for survey control.
 KC0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0474.See file dsdata.txt to determine how the superseded data were derived.
 KC0474
 KC0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD954214(NAD 83)
 KC0474_MARKER: DB = BENCH MARK DISK
 KC0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0474_SP_SET: CULVERT
 KC0474_STAMPING: H 146 1935
 KC0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0474
 KC0474  HISTORY     - Date     Condition        Report By
 KC0474  HISTORY     - 1935     MONUMENTED       CGS
 KC0474
 KC0474                          STATION DESCRIPTION
 KC0474
 KC0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0474'1.5 MI N FROM AUXVASSE.
 KC0474'1.5 MILES NORTH ALONG THE CHICAGO AND ALTON RAILROAD FROM THE
 KC0474'STATION AT AUXVASSE, CALLAWAY COUNTY, ABOUT 3 1/2 POLES SOUTH
 KC0474'OF MILEPOST 10, AT A CULVERT, AND IN THE TOP OF THE CENTER OF
 KC0474'THE EAST CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED H 146
 KC0474'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0117 ***********************************************************************
 JD0117  DESIGNATION -  H 147
 JD0117  PID         -  JD0117
 JD0117  STATE/COUNTY-  MO/CALLAWAY
 JD0117  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0117
 JD0117                         *CURRENT SURVEY CONTROL
 JD0117  ___________________________________________________________________
 JD0117* NAD 83(1986)-  38 36 21.     (N)    092 09 47.     (W)     SCALED    
 JD0117* NAVD 88     -       169.040  (meters)     554.59   (feet)  ADJUSTED  
 JD0117  ___________________________________________________________________
 JD0117  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD0117  DYNAMIC HT  -         168.927 (meters)     554.22  (feet)  COMP
 JD0117  MODELED GRAV-     979,956.7   (mgal)                       NAVD 88
 JD0117
 JD0117  VERT ORDER  -  SECOND    CLASS 0
 JD0117
 JD0117.The horizontal coordinates were scaled from a topographic map and have
 JD0117.an estimated accuracy of +/- 6 seconds.
 JD0117
 JD0117.The orthometric height was determined by differential leveling
 JD0117.and adjusted by the National Geodetic Survey in June 1991..
 JD0117
 JD0117.The geoid height was determined by GEOID03.
 JD0117
 JD0117.The dynamic height is computed by dividing the NAVD 88
 JD0117.geopotential number by the normal gravity value computed on the
 JD0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0117.degrees latitude (g = 980.6199 gals.).
 JD0117
 JD0117.The modeled gravity was interpolated from observed gravity values.
 JD0117
 JD0117;                    North         East    Units  Estimated Accuracy
 JD0117;SPC MO C     -   307,730.      529,350.      MT  (+/- 180 meters Scaled)
 JD0117
 JD0117                          SUPERSEDED SURVEY CONTROL
 JD0117
 JD0117  NGVD 29 (??/??/92)  169.059  (m)          554.65   (f) ADJ UNCH    2 0
 JD0117
 JD0117.Superseded values are not recommended for survey control.
 JD0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0117.See file dsdata.txt to determine how the superseded data were derived.
 JD0117
 JD0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC728733(NAD 83)
 JD0117_MARKER: DB = BENCH MARK DISK
 JD0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0117_SP_SET: BUILDING
 JD0117_STAMPING: H 147 1935
 JD0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0117
 JD0117  HISTORY     - Date     Condition        Report By
 JD0117  HISTORY     - 1935     MONUMENTED       CGS
 JD0117  HISTORY     - 1954     GOOD             NGS
 JD0117
 JD0117                          STATION DESCRIPTION
 JD0117
 JD0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JD0117'AT NORTH JEFFERSON.
 JD0117'AT NORTH JEFFERSON, ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 54
 JD0117'FROM THE STATE CAPITAL BUILDING AT JEFFERSON CITY, COLE COUNTY,
 JD0117'IN THE WEST SIDE OF THE SOUTHWEST CORNER OF THE MISSOURI-KANSAS-TEXAS
 JD0117'RAILROAD STATION, AND 2 FEET ABOVE GROUND.  A STANDARD DISK
 JD0117'STAMPED H 147 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0690 ***********************************************************************
 JC0690  DESIGNATION -  H 148
 JC0690  PID         -  JC0690
 JC0690  STATE/COUNTY-  MO/MONTGOMERY
 JC0690  USGS QUAD   -  JONESBURG (1985)
 JC0690
 JC0690                         *CURRENT SURVEY CONTROL
 JC0690  ___________________________________________________________________
 JC0690* NAD 83(1986)-  38 51 10.     (N)    091 18 24.     (W)     SCALED    
 JC0690* NAVD 88     -       273.434  (meters)     897.09   (feet)  ADJUSTED  
 JC0690  ___________________________________________________________________
 JC0690  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JC0690  DYNAMIC HT  -         273.257 (meters)     896.51  (feet)  COMP
 JC0690  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 JC0690
 JC0690  VERT ORDER  -  SECOND    CLASS 0
 JC0690
 JC0690.The horizontal coordinates were scaled from a topographic map and have
 JC0690.an estimated accuracy of +/- 6 seconds.
 JC0690
 JC0690.The orthometric height was determined by differential leveling
 JC0690.and adjusted by the National Geodetic Survey in June 1991..
 JC0690
 JC0690.The geoid height was determined by GEOID03.
 JC0690
 JC0690.The dynamic height is computed by dividing the NAVD 88
 JC0690.geopotential number by the normal gravity value computed on the
 JC0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0690.degrees latitude (g = 980.6199 gals.).
 JC0690
 JC0690.The modeled gravity was interpolated from observed gravity values.
 JC0690
 JC0690;                    North         East    Units  Estimated Accuracy
 JC0690;SPC MO E     -   335,400.      179,980.      MT  (+/- 180 meters Scaled)
 JC0690
 JC0690                          SUPERSEDED SURVEY CONTROL
 JC0690
 JC0690  NGVD 29 (??/??/92)  273.437  (m)          897.10   (f) ADJ UNCH    2 0
 JC0690
 JC0690.Superseded values are not recommended for survey control.
 JC0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0690.See file dsdata.txt to determine how the superseded data were derived.
 JC0690
 JC0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD469018(NAD 83)
 JC0690_MARKER: DB = BENCH MARK DISK
 JC0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0690_STAMPING: H 148 1935
 JC0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0690+STABILITY: SURFACE MOTION
 JC0690
 JC0690  HISTORY     - Date     Condition        Report By
 JC0690  HISTORY     - 1935     MONUMENTED       CGS
 JC0690
 JC0690                          STATION DESCRIPTION
 JC0690
 JC0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0690'IN JONESBURG.
 JC0690'AT JONESBURG, MONTGOMERY COUNTY, ON THE EAST SIDE OF THE STREET
 JC0690'CROSSING THE TRACKS NEAR THE WABASH RAILROAD STATION, IN THE
 JC0690'SOUTHWEST CORNER OF THE CITY PARK, AND 150 FEET NORTH OF THE
 JC0690'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED H 148 1935
 JC0690'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1237 ***********************************************************************
 JC1237  DESIGNATION -  H 149 RESET
 JC1237  PID         -  JC1237
 JC1237  STATE/COUNTY-  MO/ST CHARLES
 JC1237  USGS QUAD   -  O'FALLON (1994)
 JC1237
 JC1237                         *CURRENT SURVEY CONTROL
 JC1237  ___________________________________________________________________
 JC1237* NAD 83(1986)-  38 48 29.     (N)    090 39 02.     (W)     SCALED    
 JC1237* NAVD 88     -       153.91   (meters)     505.0    (feet)  RESET     
 JC1237  ___________________________________________________________________
 JC1237  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JC1237
 JC1237  VERT ORDER  -  THIRD
 JC1237
 JC1237.The horizontal coordinates were scaled from a topographic map and have
 JC1237.an estimated accuracy of +/- 6 seconds.
 JC1237
 JC1237.The orthometric height was computed from unverified reset data.
 JC1237
 JC1237.The geoid height was determined by GEOID03.
 JC1237
 JC1237;                    North         East    Units  Estimated Accuracy
 JC1237;SPC MO E     -   330,140.      236,920.      MT  (+/- 180 meters Scaled)
 JC1237
 JC1237                          SUPERSEDED SURVEY CONTROL
 JC1237
 JC1237  NGVD 29 (02/22/06)  153.93   (m)          505.0    (f) RESET       3  
 JC1237
 JC1237.Superseded values are not recommended for survey control.
 JC1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1237.See file dsdata.txt to determine how the superseded data were derived.
 JC1237
 JC1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC040980(NAD 83)
 JC1237_MARKER: DV = VERTICAL CONTROL DISK
 JC1237_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC1237_SP_SET: BRIDGE ABUTMENT
 JC1237_STAMPING: H 149 RESET 1980
 JC1237_MARK LOGO: NGS   
 JC1237_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC1237+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 JC1237
 JC1237  HISTORY     - Date     Condition        Report By
 JC1237  HISTORY     - 1980     MONUMENTED       NGS
 JC1237  HISTORY     - 19820807 GOOD             NGS
 JC1237  HISTORY     - 19910227 GOOD             MODNR
 JC1237  HISTORY     - 19971104 GOOD             MODNR
 JC1237
 JC1237                          STATION DESCRIPTION
 JC1237
 JC1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 JC1237'0.2 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF INTERSTATE
 JC1237'HIGHWAY 70, AT THE OVERPASS OF THE HIGHWAY OVER THE NORFOLK AND
 JC1237'WESTERN TRACKS, IN THE EAST END OF THE CRASH WALL OF THE SUPPORT
 JC1237'COLUMNS OF THE OVERPASS, 15 FEET BELOW THE ROAD WHICH WILL BE THE
 JC1237'SOUTH BOUND LANES OF STATE HIGHWAY 79.
 JC1237
 JC1237                          STATION RECOVERY (1991)
 JC1237
 JC1237'RECOVERY NOTE BY MO DEPT OF NAT RES 1991
 JC1237'RECOVERED AS DESCRIBED.
 JC1237
 JC1237                          STATION RECOVERY (1997)
 JC1237
 JC1237'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 JC1237'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0089 ***********************************************************************
 LE0089  DESIGNATION -  H 16
 LE0089  PID         -  LE0089
 LE0089  STATE/COUNTY-  MO/ADAIR
 LE0089  USGS QUAD   -  BRASHEAR (1966)
 LE0089
 LE0089                         *CURRENT SURVEY CONTROL
 LE0089  ___________________________________________________________________
 LE0089* NAD 83(1997)-  40 10 18.70891(N)    092 29 16.06292(W)     ADJUSTED  
 LE0089* NAVD 88     -       289.797  (meters)     950.78   (feet)  ADJUSTED  
 LE0089  ___________________________________________________________________
 LE0089  X           -    -211,850.834 (meters)                     COMP
 LE0089  Y           -  -4,876,016.072 (meters)                     COMP
 LE0089  Z           -   4,092,751.779 (meters)                     COMP
 LE0089  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 LE0089  ELLIP HEIGHT-         257.53  (meters)          (04/24/00) GPS OBS
 LE0089  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LE0089  DYNAMIC HT  -         289.642 (meters)     950.27  (feet)  COMP
 LE0089  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 LE0089
 LE0089  HORZ ORDER  -  FIRST
 LE0089  VERT ORDER  -  FIRST     CLASS II
 LE0089  ELLP ORDER  -  THIRD     CLASS I
 LE0089
 LE0089.The horizontal coordinates were established by GPS observations
 LE0089.and adjusted by the National Geodetic Survey in April 2000..
 LE0089
 LE0089.The orthometric height was determined by differential leveling
 LE0089.and adjusted by the National Geodetic Survey in June 1991..
 LE0089
 LE0089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0089
 LE0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0089
 LE0089.The ellipsoidal height was determined by GPS observations
 LE0089.and is referenced to NAD 83.
 LE0089
 LE0089.The geoid height was determined by GEOID03.
 LE0089
 LE0089.The dynamic height is computed by dividing the NAVD 88
 LE0089.geopotential number by the normal gravity value computed on the
 LE0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0089.degrees latitude (g = 980.6199 gals.).
 LE0089
 LE0089.The modeled gravity was interpolated from observed gravity values.
 LE0089
 LE0089;                    North         East     Units Scale Factor Converg.
 LE0089;SPC MO C     -   481,530.331   501,039.523   MT  0.99993335   +0 00 28.3
 LE0089;UTM  15      - 4,446,958.432   543,611.933   MT  0.99962341   +0 19 49.5
 LE0089
 LE0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0089!SPC MO C     -   0.99995960  x   0.99993335  =   0.99989295
 LE0089!UTM  15      -   0.99995960  x   0.99962341  =   0.99958303
 LE0089
 LE0089                          SUPERSEDED SURVEY CONTROL
 LE0089
 LE0089  NAVD 88 (04/24/00)  289.80   (m)          950.8    (f) LEVELING    3  
 LE0089  NGVD 29 (??/??/92)  289.806  (m)          950.81   (f) ADJ UNCH    1 2
 LE0089
 LE0089.Superseded values are not recommended for survey control.
 LE0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0089.See file dsdata.txt to determine how the superseded data were derived.
 LE0089
 LE0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE4361246958(NAD 83)
 LE0089_MARKER: DB = BENCH MARK DISK
 LE0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0089_STAMPING: H 16 1933
 LE0089_MARK LOGO: CGS   
 LE0089_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0089+STABILITY: SURFACE MOTION
 LE0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0089+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1999
 LE0089
 LE0089  HISTORY     - Date     Condition        Report By
 LE0089  HISTORY     - 1933     MONUMENTED       CGS
 LE0089  HISTORY     - 19990805 GOOD             NGS
 LE0089
 LE0089                          STATION DESCRIPTION
 LE0089
 LE0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LE0089'AT BULLION.
 LE0089'AT BULLION, ADAIR COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LE0089'RAILROAD, 3 RAILS EAST OF THE STATION, 50 FEET EAST OF A ROAD,
 LE0089'50 FEET NORTH OF THE TRACK, AND AT A FENCE LINE.  A STANDARD
 LE0089'DISK, STAMPED H 16 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LE0089'NOTE-- BM IS LOCATED 1 FOOT SOUTH OF A METAL WITNESS POST.
 LE0089
 LE0089                          STATION RECOVERY (1999)
 LE0089
 LE0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 LE0089'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHEAST OF KIRKSVILLE IN
 LE0089'THE NORTHEAST QUADRANT OF THE JUNCTION OF COUNTY ROAD 251D AND A
 LE0089'RAILROAD BED (TRACKS ARE REMOVED) , AND ADJACENT TO A DRIVEWAY LEADING
 LE0089'TO A GARAGE.  OWNERSHIP--MISSOURI DEPARTMENT OF TRANSPORTATION.  TO
 LE0089'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 63 AND BUSINESS HIGHWAY 63,
 LE0089'AND STATE HIGHWAYS 6 AND 11 ABOUT 2 KM (1.25 MI) SOUTH OF KIRKSVILLE,
 LE0089'GO EAST ON HIGHWAY 6 FOR 6.9 KM (4.30 MI) TO COUNTY ROAD 251D ON THE
 LE0089'LEFT.  TURN LEFT, NORTH, ON THE ROAD FOR 0.40 KM (0.25 MI) TO THE
 LE0089'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM SQUARE
 LE0089'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 14.3 M (46.9 FT) EAST
 LE0089'OF THE ROAD CENTER, 8.2 M (26.9 FT) SOUTH OF THE CENTER OF THE DRIVE
 LE0089'LEADING TO THE GARAGE, AND 2.7 M (8.9 FT) SOUTHWEST OF A POWER POLE
 LE0089'WITH ONE GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0795 ***********************************************************************
 HD0795  DESIGNATION -  H 169
 HD0795  PID         -  HD0795
 HD0795  STATE/COUNTY-  MO/CEDAR
 HD0795  USGS QUAD   -  STOCKTON (1981)
 HD0795
 HD0795                         *CURRENT SURVEY CONTROL
 HD0795  ___________________________________________________________________
 HD0795* NAD 83(1986)-  37 42 42.     (N)    093 51 06.     (W)     SCALED    
 HD0795* NAVD 88     -       290.480  (meters)     953.02   (feet)  ADJUSTED  
 HD0795  ___________________________________________________________________
 HD0795  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HD0795  DYNAMIC HT  -         290.262 (meters)     952.30  (feet)  COMP
 HD0795  MODELED GRAV-     979,873.0   (mgal)                       NAVD 88
 HD0795
 HD0795  VERT ORDER  -  SECOND    CLASS 0
 HD0795
 HD0795.The horizontal coordinates were scaled from a topographic map and have
 HD0795.an estimated accuracy of +/- 6 seconds.
 HD0795
 HD0795.The orthometric height was determined by differential leveling
 HD0795.and adjusted by the National Geodetic Survey in June 1991..
 HD0795
 HD0795.The geoid height was determined by GEOID03.
 HD0795
 HD0795.The dynamic height is computed by dividing the NAVD 88
 HD0795.geopotential number by the normal gravity value computed on the
 HD0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0795.degrees latitude (g = 980.6199 gals.).
 HD0795
 HD0795.The modeled gravity was interpolated from observed gravity values.
 HD0795
 HD0795;                    North         East    Units  Estimated Accuracy
 HD0795;SPC MO W     -   171,650.      907,160.      MT  (+/- 180 meters Scaled)
 HD0795
 HD0795                          SUPERSEDED SURVEY CONTROL
 HD0795
 HD0795  NGVD 29 (??/??/92)  290.365  (m)          952.64   (f) ADJ UNCH    2 0
 HD0795
 HD0795.Superseded values are not recommended for survey control.
 HD0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0795.See file dsdata.txt to determine how the superseded data were derived.
 HD0795
 HD0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB249741(NAD 83)
 HD0795_MARKER: DB = BENCH MARK DISK
 HD0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0795_SP_SET: CULVERT
 HD0795_STAMPING: H 169 1940
 HD0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0795
 HD0795  HISTORY     - Date     Condition        Report By
 HD0795  HISTORY     - 1940     MONUMENTED       CGS
 HD0795
 HD0795                          STATION DESCRIPTION
 HD0795
 HD0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HD0795'3.4 MI NW FROM STOCKTON.
 HD0795'3.4 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE COUNTY
 HD0795'COURTHOUSE AT STOCKTON, CEDAR COUNTY, AT A 2- BY 2-FOOT CONCRETE
 HD0795'BOX CULVERT, IN THE TOP OF THE NORTH HEADWALL, AND 13 FEET
 HD0795'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HD0795'H 169 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0287 ***********************************************************************
 LE0287  DESIGNATION -  H 17
 LE0287  PID         -  LE0287
 LE0287  STATE/COUNTY-  MO/SULLIVAN
 LE0287  USGS QUAD   -  MILAN WEST (1981)
 LE0287
 LE0287                         *CURRENT SURVEY CONTROL
 LE0287  ___________________________________________________________________
 LE0287* NAD 83(1986)-  40 09 10.     (N)    093 10 41.     (W)     SCALED    
 LE0287* NAVD 88     -       241.535  (meters)     792.44   (feet)  ADJUSTED  
 LE0287  ___________________________________________________________________
 LE0287  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LE0287  DYNAMIC HT  -         241.407 (meters)     792.02  (feet)  COMP
 LE0287  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 LE0287
 LE0287  VERT ORDER  -  FIRST     CLASS II
 LE0287
 LE0287.The horizontal coordinates were scaled from a topographic map and have
 LE0287.an estimated accuracy of +/- 6 seconds.
 LE0287
 LE0287.The orthometric height was determined by differential leveling
 LE0287.and adjusted by the National Geodetic Survey in June 1991..
 LE0287
 LE0287.The geoid height was determined by GEOID03.
 LE0287
 LE0287.The dynamic height is computed by dividing the NAVD 88
 LE0287.geopotential number by the normal gravity value computed on the
 LE0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0287.degrees latitude (g = 980.6199 gals.).
 LE0287
 LE0287.The modeled gravity was interpolated from observed gravity values.
 LE0287
 LE0287;                    North         East    Units  Estimated Accuracy
 LE0287;SPC MO C     -   479,630.      442,230.      MT  (+/- 180 meters Scaled)
 LE0287
 LE0287                          SUPERSEDED SURVEY CONTROL
 LE0287
 LE0287  NGVD 29 (??/??/92)  241.518  (m)          792.38   (f) ADJ UNCH    1 2
 LE0287
 LE0287.Superseded values are not recommended for survey control.
 LE0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0287.See file dsdata.txt to determine how the superseded data were derived.
 LE0287
 LE0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE848447(NAD 83)
 LE0287_MARKER: DB = BENCH MARK DISK
 LE0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0287_STAMPING: H 17 1933
 LE0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0287+STABILITY: SURFACE MOTION
 LE0287
 LE0287  HISTORY     - Date     Condition        Report By
 LE0287  HISTORY     - 1933     MONUMENTED       CGS
 LE0287  HISTORY     - 1967     GOOD             NGS
 LE0287
 LE0287                          STATION DESCRIPTION
 LE0287
 LE0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0287'1 MI NE FROM REGER.
 LE0287'IT IS NEAR THE SOUTHEAST CORNER OF SECTION 19, T 62 N, R 20 W,
 LE0287'ABOUT 45 FEET NORTHWEST OF THE CENTER OF OLD RAILROAD GRADE,
 LE0287'45 FEET NORTH OF THE CENTER OF OLD ROAD, 1 FOOT EAST OF A
 LE0287'METAL WITNESS POST, AND NEAR THE SOUTHEAST CORNER OF A CULTIVATED
 LE0287'FIELD.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 6 AND COUNTY
 LE0287'ROAD Z AT REGER, GO NORTH ON GRADED ROAD FOR 0.75 MILE.  TURN
 LE0287'RIGHT AND GO EAST FOR 0.65 MILE TO A FARM HOUSE.  CONTINUE
 LE0287'EAST ON OLD ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0249 ***********************************************************************
 KE0249  DESIGNATION -  H 170
 KE0249  PID         -  KE0249
 KE0249  STATE/COUNTY-  MO/JACKSON
 KE0249  USGS QUAD   -  KANSAS CITY (1991)
 KE0249
 KE0249                         *CURRENT SURVEY CONTROL
 KE0249  ___________________________________________________________________
 KE0249* NAD 83(1986)-  39 06 30.     (N)    094 36 06.     (W)     SCALED    
 KE0249* NAVD 88     -       230.324  (meters)     755.65   (feet)  ADJUSTED  
 KE0249  ___________________________________________________________________
 KE0249  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE0249  DYNAMIC HT  -         230.176 (meters)     755.17  (feet)  COMP
 KE0249  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 KE0249
 KE0249  VERT ORDER  -  FIRST     CLASS II
 KE0249
 KE0249.The horizontal coordinates were scaled from a topographic map and have
 KE0249.an estimated accuracy of +/- 6 seconds.
 KE0249
 KE0249.The orthometric height was determined by differential leveling
 KE0249.and adjusted by the National Geodetic Survey in June 1991..
 KE0249.WARNING-Repeat measurements at this control monument indicate possible
 KE0249.vertical movement.
 KE0249
 KE0249.The geoid height was determined by GEOID03.
 KE0249
 KE0249.The dynamic height is computed by dividing the NAVD 88
 KE0249.geopotential number by the normal gravity value computed on the
 KE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0249.degrees latitude (g = 980.6199 gals.).
 KE0249
 KE0249.The modeled gravity was interpolated from observed gravity values.
 KE0249
 KE0249;                    North         East    Units  Estimated Accuracy
 KE0249;SPC MO W     -   326,480.      841,210.      MT  (+/- 180 meters Scaled)
 KE0249
 KE0249                          SUPERSEDED SURVEY CONTROL
 KE0249
 KE0249  NGVD 29 (??/??/92)  230.243  (m)          755.39   (f) ADJ UNCH    1 2
 KE0249
 KE0249.Superseded values are not recommended for survey control.
 KE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0249.See file dsdata.txt to determine how the superseded data were derived.
 KE0249
 KE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD615300(NAD 83)
 KE0249_MARKER: DB = BENCH MARK DISK
 KE0249_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KE0249_SP_SET: FOUNDATION WALL
 KE0249_STAMPING: H 170 1940
 KE0249_MARK LOGO: CGS   
 KE0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0249+STABILITY: SURFACE MOTION
 KE0249
 KE0249  HISTORY     - Date     Condition        Report By
 KE0249  HISTORY     - 1940     MONUMENTED       CGS
 KE0249  HISTORY     - 1948     GOOD             NGS
 KE0249  HISTORY     - 1951     GOOD             NGS
 KE0249  HISTORY     - 1986     GOOD             NGS
 KE0249
 KE0249                          STATION DESCRIPTION
 KE0249
 KE0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0249'AT KANSAS CITY.
 KE0249'AT KANSAS CITY, JACKSON COUTNY, 0.8 MILE WEST OF THE HANNIBAL
 KE0249'BRIDGE OVER MISSOURI RIVER, ON THE MISSOURI PACIFIC RAILROAD,
 KE0249'AT THE TRIBUTE CASKET CO. BUILDING AT 1350 WOODSWEATHER ROAD,
 KE0249'IN THE NORTH WALL OF THE THREE-STORY BRICK BUILDING, 2.7 FEET
 KE0249'WEST OF THE NORTHEAST CORNER OF THE OLD BUILDING (THERE IS A
 KE0249'NEW ADDITION ON THE EAST SIDE OF THE BUILDING), 7 FEET SOUTH
 KE0249'OF THE SOUTH RAIL OF A SIDE TRACK LEADING TO THE BUILDING, AND
 KE0249'4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED H 170 1940
 KE0249'AND SET VERTICALLY.
 KE0249
 KE0249                          STATION RECOVERY (1951)
 KE0249
 KE0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0249'RECOVERED IN GOOD CONDITION.
 KE0249
 KE0249                          STATION RECOVERY (1986)
 KE0249
 KE0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0402 ***********************************************************************
 GE0402  DESIGNATION -  H 171
 GE0402  PID         -  GE0402
 GE0402  STATE/COUNTY-  MO/BUTLER
 GE0402  USGS QUAD   -  NAYLOR (1979)
 GE0402
 GE0402                         *CURRENT SURVEY CONTROL
 GE0402  ___________________________________________________________________
 GE0402* NAD 83(1986)-  36 31 59.     (N)    090 30 36.     (W)     SCALED    
 GE0402* NAVD 88     -        90.408  (meters)     296.61   (feet)  ADJUSTED  
 GE0402  ___________________________________________________________________
 GE0402  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GE0402  DYNAMIC HT  -          90.335 (meters)     296.37  (feet)  COMP
 GE0402  MODELED GRAV-     979,823.4   (mgal)                       NAVD 88
 GE0402
 GE0402  VERT ORDER  -  FIRST     CLASS II
 GE0402
 GE0402.The horizontal coordinates were scaled from a topographic map and have
 GE0402.an estimated accuracy of +/- 6 seconds.
 GE0402
 GE0402.The orthometric height was determined by differential leveling
 GE0402.and adjusted by the National Geodetic Survey in June 1991..
 GE0402
 GE0402.The geoid height was determined by GEOID03.
 GE0402
 GE0402.The dynamic height is computed by dividing the NAVD 88
 GE0402.geopotential number by the normal gravity value computed on the
 GE0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0402.degrees latitude (g = 980.6199 gals.).
 GE0402
 GE0402.The modeled gravity was interpolated from observed gravity values.
 GE0402
 GE0402;                    North         East    Units  Estimated Accuracy
 GE0402;SPC MO E     -    77,640.      249,110.      MT  (+/- 180 meters Scaled)
 GE0402
 GE0402                          SUPERSEDED SURVEY CONTROL
 GE0402
 GE0402  NGVD 29 (??/??/92)   90.396  (m)          296.57   (f) ADJ UNCH    1 2
 GE0402
 GE0402.Superseded values are not recommended for survey control.
 GE0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0402.See file dsdata.txt to determine how the superseded data were derived.
 GE0402
 GE0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA229459(NAD 83)
 GE0402_MARKER: DB = BENCH MARK DISK
 GE0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0402_STAMPING: H 171 1956
 GE0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0402+STABILITY: SURFACE MOTION
 GE0402
 GE0402  HISTORY     - Date     Condition        Report By
 GE0402  HISTORY     - 1956     MONUMENTED       CGS
 GE0402  HISTORY     - 20020321 MARK NOT FOUND   USACE
 GE0402
 GE0402                          STATION DESCRIPTION
 GE0402
 GE0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0402'2.1 MI S FROM NEELYVILLE.
 GE0402'ABOUT 2.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0402'THE STATION AT NEELYVILLE, AT AN EAST-WEST ROAD CROSSING, WEST
 GE0402'AND ACROSS TRACK FROM TELEPHONE POLE NO. 182/23, 45 FEET WEST OF
 GE0402'WEST RAIL, 61 FEET SOUTHWEST OF CENTER OF CROSSING, 34 FEET SOUTH
 GE0402'OF CENTER LINE OF ROAD, 51 FEET NORTH OF TELEPHONE POLE NO. 7759,
 GE0402'10 1/2 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF A FENCE LINE,
 GE0402'2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 5 1/2 FEET
 GE0402'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0402'PROJECTING 3 INCHES.
 GE0402
 GE0402                          STATION RECOVERY (2002)
 GE0402
 GE0402'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0402'THIS STATION IS NOW A SLOUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0722 ***********************************************************************
 JC0722  DESIGNATION -  H 173
 JC0722  PID         -  JC0722
 JC0722  STATE/COUNTY-  MO/FRANKLIN
 JC0722  USGS QUAD   -  UNION (1980)
 JC0722
 JC0722                         *CURRENT SURVEY CONTROL
 JC0722  ___________________________________________________________________
 JC0722* NAD 83(1986)-  38 25 10.     (N)    091 06 23.     (W)     SCALED    
 JC0722* NAVD 88     -       233.211  (meters)     765.13   (feet)  ADJUSTED  
 JC0722  ___________________________________________________________________
 JC0722  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JC0722  DYNAMIC HT  -         233.055 (meters)     764.61  (feet)  COMP
 JC0722  MODELED GRAV-     979,955.2   (mgal)                       NAVD 88
 JC0722
 JC0722  VERT ORDER  -  SECOND    CLASS 0
 JC0722
 JC0722.The horizontal coordinates were scaled from a topographic map and have
 JC0722.an estimated accuracy of +/- 6 seconds.
 JC0722
 JC0722.The orthometric height was determined by differential leveling
 JC0722.and adjusted by the National Geodetic Survey in June 1991..
 JC0722
 JC0722.The geoid height was determined by GEOID03.
 JC0722
 JC0722.The dynamic height is computed by dividing the NAVD 88
 JC0722.geopotential number by the normal gravity value computed on the
 JC0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0722.degrees latitude (g = 980.6199 gals.).
 JC0722
 JC0722.The modeled gravity was interpolated from observed gravity values.
 JC0722
 JC0722;                    North         East    Units  Estimated Accuracy
 JC0722;SPC MO E     -   287,160.      197,050.      MT  (+/- 180 meters Scaled)
 JC0722
 JC0722                          SUPERSEDED SURVEY CONTROL
 JC0722
 JC0722  NGVD 29 (??/??/92)  233.239  (m)          765.22   (f) ADJ UNCH    2 0
 JC0722
 JC0722.Superseded values are not recommended for survey control.
 JC0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0722.See file dsdata.txt to determine how the superseded data were derived.
 JC0722
 JC0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC653540(NAD 83)
 JC0722_MARKER: DB = BENCH MARK DISK
 JC0722_SETTING: 66 = SET IN ROCK OUTCROP
 JC0722_SP_SET: ROCK OUTCROP
 JC0722_STAMPING: H 173 1940
 JC0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0722+STABILITY: POSITION/ELEVATION WELL
 JC0722
 JC0722  HISTORY     - Date     Condition        Report By
 JC0722  HISTORY     - 1940     MONUMENTED       CGS
 JC0722
 JC0722                          STATION DESCRIPTION
 JC0722
 JC0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JC0722'4.9 MI E FROM BEAUFORT.
 JC0722'4.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0722'RAILROAD FROM THE STATION AT BEAUFORT, FRANKLIN COUNTY, 21 POLES
 JC0722'WEST OF MILEPOST 66, 264 FEET WEST OF THE CENTER OF A ROAD
 JC0722'CROSSING, 14.6 FEET SOUTH OF THE SOUTH RAIL, IN THE TOP OF A ROCK
 JC0722'OUTCROP, 2.9 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 JC0722'AND ABOUT 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 JC0722'STAMPED H 173 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0134 ***********************************************************************
 HC0134  DESIGNATION -  H 174
 HC0134  PID         -  HC0134
 HC0134  STATE/COUNTY-  MO/WAYNE
 HC0134  USGS QUAD   -  GREENVILLE SW (1966)
 HC0134
 HC0134                         *CURRENT SURVEY CONTROL
 HC0134  ___________________________________________________________________
 HC0134* NAD 83(1986)-  37 05 23.     (N)    090 27 53.     (W)     SCALED    
 HC0134* NAVD 88     -       119.047  (meters)     390.57   (feet)  ADJUSTED  
 HC0134  ___________________________________________________________________
 HC0134  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HC0134  DYNAMIC HT  -         118.954 (meters)     390.27  (feet)  COMP
 HC0134  MODELED GRAV-     979,849.0   (mgal)                       NAVD 88
 HC0134
 HC0134  VERT ORDER  -  SECOND    CLASS 0
 HC0134
 HC0134.The horizontal coordinates were scaled from a topographic map and have
 HC0134.an estimated accuracy of +/- 6 seconds.
 HC0134
 HC0134.The orthometric height was determined by differential leveling
 HC0134.and adjusted by the National Geodetic Survey in June 1991..
 HC0134
 HC0134.The geoid height was determined by GEOID03.
 HC0134
 HC0134.The dynamic height is computed by dividing the NAVD 88
 HC0134.geopotential number by the normal gravity value computed on the
 HC0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0134.degrees latitude (g = 980.6199 gals.).
 HC0134
 HC0134.The modeled gravity was interpolated from observed gravity values.
 HC0134
 HC0134;                    North         East    Units  Estimated Accuracy
 HC0134;SPC MO E     -   139,410.      253,140.      MT  (+/- 180 meters Scaled)
 HC0134
 HC0134                          SUPERSEDED SURVEY CONTROL
 HC0134
 HC0134  NGVD 29 (??/??/92)  119.096  (m)          390.73   (f) ADJ UNCH    2 0
 HC0134
 HC0134.Superseded values are not recommended for survey control.
 HC0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0134.See file dsdata.txt to determine how the superseded data were derived.
 HC0134
 HC0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB253078(NAD 83)
 HC0134_MARKER: DB = BENCH MARK DISK
 HC0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0134_SP_SET: CULVERT
 HC0134_STAMPING: H 174 1945
 HC0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0134+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 HC0134
 HC0134  HISTORY     - Date     Condition        Report By
 HC0134  HISTORY     - 1945     MONUMENTED       CGS
 HC0134  HISTORY     - 1965     MARK NOT FOUND   USGS
 HC0134  HISTORY     - 20020514 MARK NOT FOUND   USACE
 HC0134  HISTORY     - 20051214 GOOD             MODNR
 HC0134
 HC0134                          STATION DESCRIPTION
 HC0134
 HC0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HC0134'3.2 MI S FROM GREENVILLE.
 HC0134'3.2 MILES SOUTH ALONG U.S. HIGHWAY 67 FROM THE COUNTY COURTHOUSE
 HC0134'AT GREENVILLE, 0.7 MILE SOUTH OF A STEEL BRIDGE OVER ST. FRANCIS
 HC0134'RIVER, 0.2 MILE SOUTH OF A SET OF FARM BUILDINGS ON THE EAST
 HC0134'SIDE OF THE HIGHWAY, AT A CONCRETE CULVERT UNDER THE HIGHWAY,
 HC0134'IN THE TOP OF THE EAST HEADWALL, AND 35 FEET EAST OF THE CENTERLINE
 HC0134'OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 174 1945.
 HC0134
 HC0134                          STATION RECOVERY (1965)
 HC0134
 HC0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HC0134'MARK NOT FOUND.
 HC0134
 HC0134                          STATION RECOVERY (2002)
 HC0134
 HC0134'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HC0134'MARK NOT FOUND.
 HC0134
 HC0134                          STATION RECOVERY (2005)
 HC0134
 HC0134'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (MJC)
 HC0134'TO REACH THE MARK FROM THE INTERSECTION OF US HIGHWAY 67 AND MO ROUTE
 HC0134'FF, GO SOUTHERLY ON HIGHWAY 67 FOR 0.7 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0433 ***********************************************************************
 JE0433  DESIGNATION -  H 175
 JE0433  PID         -  JE0433
 JE0433  STATE/COUNTY-  MO/BATES
 JE0433  USGS QUAD   -  ROCKVILLE (1991)
 JE0433
 JE0433                         *CURRENT SURVEY CONTROL
 JE0433  ___________________________________________________________________
 JE0433* NAD 83(1986)-  38 04 34.     (N)    094 06 55.     (W)     SCALED    
 JE0433* NAVD 88     -       220.953  (meters)     724.91   (feet)  ADJUSTED  
 JE0433  ___________________________________________________________________
 JE0433  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JE0433  DYNAMIC HT  -         220.790 (meters)     724.38  (feet)  COMP
 JE0433  MODELED GRAV-     979,886.9   (mgal)                       NAVD 88
 JE0433
 JE0433  VERT ORDER  -  SECOND    CLASS 0
 JE0433
 JE0433.The horizontal coordinates were scaled from a topographic map and have
 JE0433.an estimated accuracy of +/- 6 seconds.
 JE0433
 JE0433.The orthometric height was determined by differential leveling
 JE0433.and adjusted by the National Geodetic Survey in June 1991..
 JE0433
 JE0433.The geoid height was determined by GEOID03.
 JE0433
 JE0433.The dynamic height is computed by dividing the NAVD 88
 JE0433.geopotential number by the normal gravity value computed on the
 JE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0433.degrees latitude (g = 980.6199 gals.).
 JE0433
 JE0433.The modeled gravity was interpolated from observed gravity values.
 JE0433
 JE0433;                    North         East    Units  Estimated Accuracy
 JE0433;SPC MO W     -   211,970.      883,750.      MT  (+/- 180 meters Scaled)
 JE0433
 JE0433                          SUPERSEDED SURVEY CONTROL
 JE0433
 JE0433  NGVD 29 (??/??/92)  220.848  (m)          724.57   (f) ADJ UNCH    2 0
 JE0433
 JE0433.Superseded values are not recommended for survey control.
 JE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0433.See file dsdata.txt to determine how the superseded data were derived.
 JE0433
 JE0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC021148(NAD 83)
 JE0433_MARKER: DB = BENCH MARK DISK
 JE0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0433_SP_SET: BRIDGE
 JE0433_STAMPING: H 175 1945
 JE0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0433
 JE0433  HISTORY     - Date     Condition        Report By
 JE0433  HISTORY     - 1945     MONUMENTED       CGS
 JE0433  HISTORY     - 1963     GOOD             NGS
 JE0433
 JE0433                          STATION DESCRIPTION
 JE0433
 JE0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0433'2.3 MI W FROM ROCKVILLE.
 JE0433'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE
 JE0433'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT ROCKVILLE, THENCE 0.35
 JE0433'MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.75 MILES WEST ALONG
 JE0433'A GRAVELED ROAD, OR ABOUT 0.1 MILE SOUTH ALONG A GRAVELED STREET
 JE0433'FROM THE EVANGELICAL CHURCH AT PRAIRIE CITY, THENCE 3.35 MILES
 JE0433'EAST ALONG A GRAVELED ROAD, IN SECTION 9, R 29 W, T 38 N, 7 1/2
 JE0433'FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 JE0433'OF THE EAST END OF THE NORTH CONCRETE GUARD RAIL OF A CONCRETE
 JE0433'BRIDGE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0875 ***********************************************************************
 HD0875  DESIGNATION -  H 176
 HD0875  PID         -  HD0875
 HD0875  STATE/COUNTY-  MO/ST CLAIR
 HD0875  USGS QUAD   -  ROSCOE (1991)
 HD0875
 HD0875                         *CURRENT SURVEY CONTROL
 HD0875  ___________________________________________________________________
 HD0875* NAD 83(1986)-  37 57 30.     (N)    093 49 47.     (W)     SCALED    
 HD0875* NAVD 88     -       223.048  (meters)     731.78   (feet)  ADJUSTED  
 HD0875  ___________________________________________________________________
 HD0875  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HD0875  DYNAMIC HT  -         222.883 (meters)     731.24  (feet)  COMP
 HD0875  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 HD0875
 HD0875  VERT ORDER  -  SECOND    CLASS 0
 HD0875
 HD0875.The horizontal coordinates were scaled from a topographic map and have
 HD0875.an estimated accuracy of +/- 6 seconds.
 HD0875
 HD0875.The orthometric height was determined by differential leveling
 HD0875.and adjusted by the National Geodetic Survey in June 1991..
 HD0875
 HD0875.The geoid height was determined by GEOID03.
 HD0875
 HD0875.The dynamic height is computed by dividing the NAVD 88
 HD0875.geopotential number by the normal gravity value computed on the
 HD0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0875.degrees latitude (g = 980.6199 gals.).
 HD0875
 HD0875.The modeled gravity was interpolated from observed gravity values.
 HD0875
 HD0875;                    North         East    Units  Estimated Accuracy
 HD0875;SPC MO W     -   199,040.      908,900.      MT  (+/- 180 meters Scaled)
 HD0875
 HD0875                          SUPERSEDED SURVEY CONTROL
 HD0875
 HD0875  NGVD 29 (??/??/92)  222.937  (m)          731.42   (f) ADJ UNCH    2 0
 HD0875
 HD0875.Superseded values are not recommended for survey control.
 HD0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0875.See file dsdata.txt to determine how the superseded data were derived.
 HD0875
 HD0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC271015(NAD 83)
 HD0875_MARKER: DB = BENCH MARK DISK
 HD0875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0875_SP_SET: PILLAR
 HD0875_STAMPING: H 176 1945
 HD0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0875
 HD0875  HISTORY     - Date     Condition        Report By
 HD0875  HISTORY     - 1945     MONUMENTED       CGS
 HD0875  HISTORY     - 1962     GOOD             NGS
 HD0875  HISTORY     - 19880314 MARK NOT FOUND   USPSQD
 HD0875
 HD0875                          STATION DESCRIPTION
 HD0875
 HD0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0875'1.5 MI SW FROM ROSCOE.
 HD0875'1.5 MILES SOUTHWEST ALONG HIGHWAY 82 FROM THE JUNCTION OF
 HD0875'HIGHWAY 82 AND COUNTY ROAD E AT ROSCOE, IN SECTION 19, T 37 N,
 HD0875'R 26 W, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HD0875'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 HD0875'THE TOP OF THE NORTHEAST END PILLAR OF THE SOUTHEAST RAIL OF A
 HD0875'SMALL CONCRETE BRIDGE.
 HD0875
 HD0875                          STATION RECOVERY (1988)
 HD0875
 HD0875'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJS)
 HD0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1545 ***********************************************************************
 HD1545  DESIGNATION -  H 176 RESET
 HD1545  PID         -  HD1545
 HD1545  STATE/COUNTY-  MO/ST CLAIR
 HD1545  USGS QUAD   -  ROSCOE (1991)
 HD1545
 HD1545                         *CURRENT SURVEY CONTROL
 HD1545  ___________________________________________________________________
 HD1545* NAD 83(1986)-  37 57 30.     (N)    093 49 47.     (W)     SCALED    
 HD1545* NAVD 88     -       220.71   (meters)     724.1    (feet)  RESET     
 HD1545  ___________________________________________________________________
 HD1545  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HD1545
 HD1545  VERT ORDER  -  THIRD
 HD1545
 HD1545.The horizontal coordinates were scaled from a topographic map and have
 HD1545.an estimated accuracy of +/- 6 seconds.
 HD1545
 HD1545.The orthometric height was computed from unverified reset data.
 HD1545.No vertical observational check was made to the station.
 HD1545
 HD1545.The geoid height was determined by GEOID03.
 HD1545
 HD1545;                    North         East    Units  Estimated Accuracy
 HD1545;SPC MO W     -   199,040.      908,900.      MT  (+/- 180 meters Scaled)
 HD1545
 HD1545                          SUPERSEDED SURVEY CONTROL
 HD1545
 HD1545  NGVD 29 (02/22/06)  220.60   (m)          723.8    (f) RESET       3  
 HD1545
 HD1545.Superseded values are not recommended for survey control.
 HD1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1545.See file dsdata.txt to determine how the superseded data were derived.
 HD1545
 HD1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC271015(NAD 83)
 HD1545_MARKER: DB = BENCH MARK DISK
 HD1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1545_SP_SET: CONCRETE POST
 HD1545_STAMPING: H 176 RESET 1976
 HD1545_MARK LOGO: NGS   
 HD1545_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1545+STABILITY: SURFACE MOTION
 HD1545
 HD1545  HISTORY     - Date     Condition        Report By
 HD1545  HISTORY     - 1976     MONUMENTED       NGS
 HD1545
 HD1545                          STATION DESCRIPTION
 HD1545
 HD1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HD1545'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF STATE
 HD1545'HIGHWAY 82 AND COUNTY ROAD E IN ROSCOE, AND ABOUT 200 FEET SOUTHEAST
 HD1545'OF A SMALL CONCRETE BRIDGE, 6.5 FEET NORTHEAST OF A NEW POER POLE,
 HD1545'AND 18 FEET NORTHEAST OF THE EDGE OF A CREEK BANK, MARK IS FLUSH WITH
 HD1545'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1581 ***********************************************************************
 JD1581  DESIGNATION -  H 177
 JD1581  PID         -  JD1581
 JD1581  STATE/COUNTY-  MO/ST CLAIR
 JD1581  USGS QUAD   -  LOWRY CITY (1991)
 JD1581
 JD1581                         *CURRENT SURVEY CONTROL
 JD1581  ___________________________________________________________________
 JD1581* NAD 83(1986)-  38 08 17.     (N)    093 37 36.     (W)     SCALED    
 JD1581* NAVD 88     -       213.205  (meters)     699.49   (feet)  ADJUSTED  
 JD1581  ___________________________________________________________________
 JD1581  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JD1581  DYNAMIC HT  -         213.050 (meters)     698.98  (feet)  COMP
 JD1581  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 JD1581
 JD1581  VERT ORDER  -  SECOND    CLASS 0
 JD1581
 JD1581.The horizontal coordinates were scaled from a topographic map and have
 JD1581.an estimated accuracy of +/- 6 seconds.
 JD1581
 JD1581.The orthometric height was determined by differential leveling
 JD1581.and adjusted by the National Geodetic Survey in June 1991..
 JD1581
 JD1581.The geoid height was determined by GEOID03.
 JD1581
 JD1581.The dynamic height is computed by dividing the NAVD 88
 JD1581.geopotential number by the normal gravity value computed on the
 JD1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1581.degrees latitude (g = 980.6199 gals.).
 JD1581
 JD1581.The modeled gravity was interpolated from observed gravity values.
 JD1581
 JD1581;                    North         East    Units  Estimated Accuracy
 JD1581;SPC MO W     -   219,130.      926,560.      MT  (+/- 180 meters Scaled)
 JD1581
 JD1581                          SUPERSEDED SURVEY CONTROL
 JD1581
 JD1581  NGVD 29 (??/??/92)  213.086  (m)          699.10   (f) ADJ UNCH    2 0
 JD1581
 JD1581.Superseded values are not recommended for survey control.
 JD1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1581.See file dsdata.txt to determine how the superseded data were derived.
 JD1581
 JD1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC450213(NAD 83)
 JD1581_MARKER: DB = BENCH MARK DISK
 JD1581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1581_SP_SET: BRIDGE
 JD1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1581
 JD1581  HISTORY     - Date     Condition        Report By
 JD1581  HISTORY     - UNK      MONUMENTED       CGS
 JD1581  HISTORY     - 1945     GOOD             NGS
 JD1581  HISTORY     - 19880223 MARK NOT FOUND   USPSQD
 JD1581
 JD1581                          STATION DESCRIPTION
 JD1581
 JD1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1581'6.7 MI E FROM LOWRY CITY.
 JD1581'AT LOWRY CITY, NORTH 1.0 MILE ALONG HIGHWAY 13 TO JUNCTION WITH
 JD1581'ST. CLAIR COUNTY ROUTES A AND C, 5.7 MILES EAST ALONG ROUTE C
 JD1581'TO THE WEST END OF THE SUSPENSION BRIDGE ACROSS THE OSAGE RIVER
 JD1581'AT BROWNS FORD.  A BRONZE DISK SET IN THE TOP AND CENTER OF THE
 JD1581'SOUTH 2.5 BY 17 FOOT CONCRETE BLOCK HOLDING THE LARGE SOUTH CABLE,
 JD1581'141 FEET WEST OF THE WEST END OF THE BRIDGE, 7 FEET SOUTH OF AND
 JD1581'2.5 FEET HIGHER THAN THE CENTERLINE OF THE ROAD.
 JD1581
 JD1581                          STATION RECOVERY (1988)
 JD1581
 JD1581'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JD1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0611 ***********************************************************************
 HD0611  DESIGNATION -  H 178
 HD0611  PID         -  HD0611
 HD0611  STATE/COUNTY-  MO/POLK
 HD0611  USGS QUAD   -  POLK (1950)
 HD0611
 HD0611                         *CURRENT SURVEY CONTROL
 HD0611  ___________________________________________________________________
 HD0611* NAD 83(1986)-  37 42 23.     (N)    093 21 39.     (W)     SCALED    
 HD0611* NAVD 88     -       316.343  (meters)    1037.87   (feet)  ADJUSTED  
 HD0611  ___________________________________________________________________
 HD0611  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HD0611  DYNAMIC HT  -         316.104 (meters)    1037.08  (feet)  COMP
 HD0611  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 HD0611
 HD0611  VERT ORDER  -  SECOND    CLASS 0
 HD0611
 HD0611.The horizontal coordinates were scaled from a topographic map and have
 HD0611.an estimated accuracy of +/- 6 seconds.
 HD0611
 HD0611.The orthometric height was determined by differential leveling
 HD0611.and adjusted by the National Geodetic Survey in June 1991..
 HD0611
 HD0611.The geoid height was determined by GEOID03.
 HD0611
 HD0611.The dynamic height is computed by dividing the NAVD 88
 HD0611.geopotential number by the normal gravity value computed on the
 HD0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0611.degrees latitude (g = 980.6199 gals.).
 HD0611
 HD0611.The modeled gravity was interpolated from observed gravity values.
 HD0611
 HD0611;                    North         East    Units  Estimated Accuracy
 HD0611;SPC MO C     -   208,190.      424,100.      MT  (+/- 180 meters Scaled)
 HD0611
 HD0611                          SUPERSEDED SURVEY CONTROL
 HD0611
 HD0611  NGVD 29 (??/??/92)  316.232  (m)         1037.50   (f) ADJ UNCH    2 0
 HD0611
 HD0611.Superseded values are not recommended for survey control.
 HD0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0611.See file dsdata.txt to determine how the superseded data were derived.
 HD0611
 HD0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB681733(NAD 83)
 HD0611_MARKER: DB = BENCH MARK DISK
 HD0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0611_SP_SET: CULVERT
 HD0611_STAMPING: H 178 1945
 HD0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0611
 HD0611  HISTORY     - Date     Condition        Report By
 HD0611  HISTORY     - 1945     MONUMENTED       CGS
 HD0611
 HD0611                          STATION DESCRIPTION
 HD0611
 HD0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0611'7.7 MI N FROM BOLIVAR.
 HD0611'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK COUNTY,
 HD0611'ALONG STATE HIGHWAY 64, THENCE 7.0 MILES NORTH ALONG COUNTY
 HD0611'HIGHWAY D, TO SITE OF MARK, ON TOP OF THE CENTER OF THE NORTH
 HD0611'END OF THE EAST HEADWALL OF A 6-BY-10-INCH CONCRETE CULVERT, 15.0
 HD0611'FEET EAST AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.  A BRONZE
 HD0611'DISK, STAMPED H 178 1945 AND SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0612 ***********************************************************************
 HD0612  DESIGNATION -  H 178 RESET
 HD0612  PID         -  HD0612
 HD0612  STATE/COUNTY-  MO/POLK
 HD0612  USGS QUAD   -  POLK (1950)
 HD0612
 HD0612                         *CURRENT SURVEY CONTROL
 HD0612  ___________________________________________________________________
 HD0612* NAD 83(1986)-  37 42 23.     (N)    093 21 40.     (W)     SCALED    
 HD0612* NAVD 88     -       316.68   (meters)    1039.0    (feet)  RESET     
 HD0612  ___________________________________________________________________
 HD0612  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HD0612
 HD0612  VERT ORDER  -  THIRD
 HD0612
 HD0612.The horizontal coordinates were scaled from a topographic map and have
 HD0612.an estimated accuracy of +/- 6 seconds.
 HD0612
 HD0612.The orthometric height was computed from unverified reset data.
 HD0612
 HD0612.The geoid height was determined by GEOID03.
 HD0612
 HD0612;                    North         East    Units  Estimated Accuracy
 HD0612;SPC MO C     -   208,190.      424,070.      MT  (+/- 180 meters Scaled)
 HD0612
 HD0612                          SUPERSEDED SURVEY CONTROL
 HD0612
 HD0612.No superseded survey control is available for this station.
 HD0612
 HD0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB681733(NAD 83)
 HD0612_MARKER: DB = BENCH MARK DISK
 HD0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0612_SP_SET: CULVERT
 HD0612_STAMPING: H 178 RESET 1966
 HD0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0612
 HD0612  HISTORY     - Date     Condition        Report By
 HD0612  HISTORY     - 1966     MONUMENTED       LOCENG
 HD0612
 HD0612                          STATION DESCRIPTION
 HD0612
 HD0612'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 HD0612'7.7 MI N FROM BOLIVAR.
 HD0612'0.7 MILE EAST OF THE COUNTY COURT HOUSE AT BOLIVAR, ALONG STATE
 HD0612'HIGHWAY 32, THENCE 7 MILES NORTH ALONG STATE HIGHWAY ROUTE D,
 HD0612'SET IN THE TOP OF THE EAST HEADWALL OF A 5 FT X 10 FT CULVERT,
 HD0612'18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0584 ***********************************************************************
 HD0584  DESIGNATION -  H 179
 HD0584  PID         -  HD0584
 HD0584  STATE/COUNTY-  MO/HICKORY
 HD0584  USGS QUAD   -  HERMITAGE (1982)
 HD0584
 HD0584                         *CURRENT SURVEY CONTROL
 HD0584  ___________________________________________________________________
 HD0584* NAD 83(1986)-  37 55 03.     (N)    093 19 47.     (W)     SCALED    
 HD0584* NAVD 88     -       233.185  (meters)     765.04   (feet)  ADJUSTED  
 HD0584  ___________________________________________________________________
 HD0584  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HD0584  DYNAMIC HT  -         233.013 (meters)     764.48  (feet)  COMP
 HD0584  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 HD0584
 HD0584  VERT ORDER  -  SECOND    CLASS 0
 HD0584
 HD0584.The horizontal coordinates were scaled from a topographic map and have
 HD0584.an estimated accuracy of +/- 6 seconds.
 HD0584
 HD0584.The orthometric height was determined by differential leveling
 HD0584.and adjusted by the National Geodetic Survey in June 1991..
 HD0584
 HD0584.The geoid height was determined by GEOID03.
 HD0584
 HD0584.The dynamic height is computed by dividing the NAVD 88
 HD0584.geopotential number by the normal gravity value computed on the
 HD0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0584.degrees latitude (g = 980.6199 gals.).
 HD0584
 HD0584.The modeled gravity was interpolated from observed gravity values.
 HD0584
 HD0584;                    North         East    Units  Estimated Accuracy
 HD0584;SPC MO C     -   231,600.      427,050.      MT  (+/- 180 meters Scaled)
 HD0584
 HD0584                          SUPERSEDED SURVEY CONTROL
 HD0584
 HD0584  NGVD 29 (??/??/92)  233.074  (m)          764.68   (f) ADJ UNCH    2 0
 HD0584
 HD0584.Superseded values are not recommended for survey control.
 HD0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0584.See file dsdata.txt to determine how the superseded data were derived.
 HD0584
 HD0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB710967(NAD 83)
 HD0584_MARKER: DB = BENCH MARK DISK
 HD0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0584_STAMPING: H 179 1945
 HD0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0584+STABILITY: SURFACE MOTION
 HD0584
 HD0584  HISTORY     - Date     Condition        Report By
 HD0584  HISTORY     - 1945     MONUMENTED       CGS
 HD0584  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0584  HISTORY     - 1979     MARK NOT FOUND   USGS
 HD0584
 HD0584                          STATION DESCRIPTION
 HD0584
 HD0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0584'2.1 MI SW FROM HERMITAGE.
 HD0584'0.6 MILE SOUTH FROM THE COURT HOUSE AT HERMITAGE, HICKORY COUNTY,
 HD0584'ALONG COUNTY HIGHWAY K, THENCE 1.5 MILES SOUTHWEST ALONG A
 HD0584'GRAVELED ROAD TO THE SITE OF THE MARK, 0.1 MILE SOUTH OF THE
 HD0584'POMME DE TERRE RIVER BRIDGE, 17.6 FEET WEST AND LEVEL WITH THE
 HD0584'CENTERLINE OF THE ROAD, 91.5 FEET NORTHWEST OF A 14-INCH WALNUT
 HD0584'TREE, 6.0 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 1.0 FOOT
 HD0584'WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4-BY-4-INCH MARKER POST.
 HD0584'A BRONZE DISK, STAMPED H 179 1945 SET IN THE TOP OF A
 HD0584'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 HD0584
 HD0584                          STATION RECOVERY (1979)
 HD0584
 HD0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0584'MARK NOT FOUND.
 HD0584
 HD0584                          STATION RECOVERY (1979)
 HD0584
 HD0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0335 ***********************************************************************
 LE0335  DESIGNATION -  H 18
 LE0335  PID         -  LE0335
 LE0335  STATE/COUNTY-  MO/HARRISON
 LE0335  USGS QUAD   -  GILMAN CITY EAST (1984)
 LE0335
 LE0335                         *CURRENT SURVEY CONTROL
 LE0335  ___________________________________________________________________
 LE0335* NAD 83(1986)-  40 08 35.     (N)    093 50 13.     (W)     SCALED    
 LE0335* NAVD 88     -       267.712  (meters)     878.32   (feet)  ADJUSTED  
 LE0335  ___________________________________________________________________
 LE0335  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LE0335  DYNAMIC HT  -         267.567 (meters)     877.84  (feet)  COMP
 LE0335  MODELED GRAV-     980,077.1   (mgal)                       NAVD 88
 LE0335
 LE0335  VERT ORDER  -  FIRST     CLASS II
 LE0335
 LE0335.The horizontal coordinates were scaled from a topographic map and have
 LE0335.an estimated accuracy of +/- 6 seconds.
 LE0335
 LE0335.The orthometric height was determined by differential leveling
 LE0335.and adjusted by the National Geodetic Survey in June 1991..
 LE0335
 LE0335.The geoid height was determined by GEOID03.
 LE0335
 LE0335.The dynamic height is computed by dividing the NAVD 88
 LE0335.geopotential number by the normal gravity value computed on the
 LE0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0335.degrees latitude (g = 980.6199 gals.).
 LE0335
 LE0335.The modeled gravity was interpolated from observed gravity values.
 LE0335
 LE0335;                    North         East    Units  Estimated Accuracy
 LE0335;SPC MO W     -   441,560.      906,500.      MT  (+/- 180 meters Scaled)
 LE0335
 LE0335                          SUPERSEDED SURVEY CONTROL
 LE0335
 LE0335  NGVD 29 (??/??/92)  267.660  (m)          878.15   (f) ADJ UNCH    1 2
 LE0335
 LE0335.Superseded values are not recommended for survey control.
 LE0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0335.See file dsdata.txt to determine how the superseded data were derived.
 LE0335
 LE0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE287439(NAD 83)
 LE0335_MARKER: DB = BENCH MARK DISK
 LE0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0335_STAMPING: H 18 1933
 LE0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0335+STABILITY: SURFACE MOTION
 LE0335
 LE0335  HISTORY     - Date     Condition        Report By
 LE0335  HISTORY     - 1933     MONUMENTED       CGS
 LE0335  HISTORY     - 1967     GOOD             NGS
 LE0335
 LE0335                          STATION DESCRIPTION
 LE0335
 LE0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0335'2 MI E FROM GILMAN CITY.
 LE0335'FROM MAIN INTERSECTION AT NORTHEAST EDGE OF GILMAN CITY, GO EAST
 LE0335'ON STATE HIGHWAY 146 FOR 1.7 MILES TO A FARM ROAD RIGHT, TURN
 LE0335'RIGHT AND GO SOUTH AND EAST FOR 0.35 MILE TO FARM HOME OF MR.
 LE0335'F.R. LOWE, THENCE SOUTHEAST ACROSS PASTURE FOR 0.35 MILE TO MARK
 LE0335'IN OPEN PASTURE.  THE EVIDENCE OF OLD RAILROAD GRADE AND ROAD
 LE0335'CROSSING CAN BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1329 ***********************************************************************
 JD1329  DESIGNATION -  H 180
 JD1329  PID         -  JD1329
 JD1329  STATE/COUNTY-  MO/BENTON
 JD1329  USGS QUAD   -  WARSAW WEST (1982)
 JD1329
 JD1329                         *CURRENT SURVEY CONTROL
 JD1329  ___________________________________________________________________
 JD1329* NAD 83(1986)-  38 09 36.     (N)    093 22 38.     (W)     SCALED    
 JD1329* NAVD 88     -       212.134  (meters)     695.98   (feet)  ADJUSTED  
 JD1329  ___________________________________________________________________
 JD1329  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JD1329  DYNAMIC HT  -         211.982 (meters)     695.48  (feet)  COMP
 JD1329  MODELED GRAV-     979,911.0   (mgal)                       NAVD 88
 JD1329
 JD1329  VERT ORDER  -  SECOND    CLASS 0
 JD1329
 JD1329.The horizontal coordinates were scaled from a topographic map and have
 JD1329.an estimated accuracy of +/- 6 seconds.
 JD1329
 JD1329.The orthometric height was determined by differential leveling
 JD1329.and adjusted by the National Geodetic Survey in June 1991..
 JD1329
 JD1329.The geoid height was determined by GEOID03.
 JD1329
 JD1329.The dynamic height is computed by dividing the NAVD 88
 JD1329.geopotential number by the normal gravity value computed on the
 JD1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1329.degrees latitude (g = 980.6199 gals.).
 JD1329
 JD1329.The modeled gravity was interpolated from observed gravity values.
 JD1329
 JD1329;                    North         East    Units  Estimated Accuracy
 JD1329;SPC MO C     -   258,550.      423,120.      MT  (+/- 180 meters Scaled)
 JD1329
 JD1329                          SUPERSEDED SURVEY CONTROL
 JD1329
 JD1329  NGVD 29 (??/??/92)  212.017  (m)          695.59   (f) ADJ UNCH    2 0
 JD1329
 JD1329.Superseded values are not recommended for survey control.
 JD1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1329.See file dsdata.txt to determine how the superseded data were derived.
 JD1329
 JD1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC669236(NAD 83)
 JD1329_MARKER: DB = BENCH MARK DISK
 JD1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1329_STAMPING: H 180 1945
 JD1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1329+STABILITY: SURFACE MOTION
 JD1329
 JD1329  HISTORY     - Date     Condition        Report By
 JD1329  HISTORY     - 1945     MONUMENTED       CGS
 JD1329
 JD1329                          STATION DESCRIPTION
 JD1329
 JD1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JD1329'8.4 MI S FROM WARSAW.
 JD1329'TO REACH FROM THE COURT HOUSE AT WARSAW, GO 0.2 MILE NORTHEAST
 JD1329'ALONG STATE HIGHWAY 35, 1 MILE EAST ALONG A GRAVELED ROAD, 1.7
 JD1329'MILES SOUTHEAST ALONG U.S. HIGHWAY 65, 5 MILES SOUTHWEST ALONG
 JD1329'STATE HIGHWAY 83, 0.5 MILE SOUTHEAST ALONG THE AVERY ROAD TO
 JD1329'THE SITE OF THE MARK, 0.2 MILE NORTH OF A FARMHOUSE, 12.0 FEET
 JD1329'WEST, AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD,
 JD1329'ON THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 5-BY-6
 JD1329'INCH CONCRETE CULVERT.  AN IRON DISK, STAMPED H 180 1945 AND
 JD1329'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0915 ***********************************************************************
 HD0915  DESIGNATION -  H 181
 HD0915  PID         -  HD0915
 HD0915  STATE/COUNTY-  MO/ST CLAIR
 HD0915  USGS QUAD   -  VISTA (1991)
 HD0915
 HD0915                         *CURRENT SURVEY CONTROL
 HD0915  ___________________________________________________________________
 HD0915* NAD 83(1986)-  37 56 43.     (N)    093 37 39.     (W)     SCALED    
 HD0915* NAVD 88     -       291.840  (meters)     957.48   (feet)  ADJUSTED  
 HD0915  ___________________________________________________________________
 HD0915  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HD0915  DYNAMIC HT  -         291.624 (meters)     956.77  (feet)  COMP
 HD0915  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 HD0915
 HD0915  VERT ORDER  -  SECOND    CLASS 0
 HD0915
 HD0915.The horizontal coordinates were scaled from a topographic map and have
 HD0915.an estimated accuracy of +/- 6 seconds.
 HD0915
 HD0915.The orthometric height was determined by differential leveling
 HD0915.and adjusted by the National Geodetic Survey in June 1991..
 HD0915
 HD0915.The geoid height was determined by GEOID03.
 HD0915
 HD0915.The dynamic height is computed by dividing the NAVD 88
 HD0915.geopotential number by the normal gravity value computed on the
 HD0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0915.degrees latitude (g = 980.6199 gals.).
 HD0915
 HD0915.The modeled gravity was interpolated from observed gravity values.
 HD0915
 HD0915;                    North         East    Units  Estimated Accuracy
 HD0915;SPC MO W     -   197,740.      926,690.      MT  (+/- 180 meters Scaled)
 HD0915
 HD0915                          SUPERSEDED SURVEY CONTROL
 HD0915
 HD0915  NGVD 29 (??/??/92)  291.732  (m)          957.12   (f) ADJ UNCH    2 0
 HD0915
 HD0915.Superseded values are not recommended for survey control.
 HD0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0915.See file dsdata.txt to determine how the superseded data were derived.
 HD0915
 HD0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB448999(NAD 83)
 HD0915_MARKER: DB = BENCH MARK DISK
 HD0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0915_STAMPING: H 181 1945
 HD0915_MARK LOGO: CGS   
 HD0915_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0915+STABILITY: SURFACE MOTION
 HD0915
 HD0915  HISTORY     - Date     Condition        Report By
 HD0915  HISTORY     - 1945     MONUMENTED       CGS
 HD0915  HISTORY     - 19940914 POOR             MODNR
 HD0915
 HD0915                          STATION DESCRIPTION
 HD0915
 HD0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0915'4 MI SW FROM GERSTER.
 HD0915'4.0 MILES SOUTHWEST FROM THE BAPTIST CHURCH AT GERSTER, ST. CLAIR
 HD0915'COUNTY, BENCH MARK IS 100 YARDS NORTHWEST OF A FARMHOUSE, AT THE
 HD0915'INTERSECTION OF TWO GRADED DIRT ROADS, 24.4 FEET SOUTH OF AND
 HD0915'1.0 FOOT HIGHER THAN THE CENTERLINE OF THE EAST WEST ROAD, 31.0
 HD0915'FEET EAST OF THE CENTERLINE OF THE NORTH SOUTH ROAD, 18.7 FEET
 HD0915'SOUTHWEST OF A POWER POLE, 1.0 FOOT NORTHWEST OF A FENCE AND
 HD0915'1.0 FOOT NORTHEAST OF A 4 X 4 MARKER POST.  A BRONZE DISK
 HD0915'STAMPED H 181 1945 AND SET IN THE TOP OF A CONCRETE POST WHICH
 HD0915'PROJECTS 5 INCHES ABOVE GROUND.
 HD0915
 HD0915                          STATION RECOVERY (1994)
 HD0915
 HD0915'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0915'THIS MARK WAS FOUND WITH THE TOP PART OF THE MONUMENT MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0410 ***********************************************************************
 JE0410  DESIGNATION -  H 182
 JE0410  PID         -  JE0410
 JE0410  STATE/COUNTY-  MO/CASS
 JE0410  USGS QUAD   -  DAYTON (1961)
 JE0410
 JE0410                         *CURRENT SURVEY CONTROL
 JE0410  ___________________________________________________________________
 JE0410* NAD 83(1986)-  38 29 54.     (N)    094 11 45.     (W)     SCALED    
 JE0410* NAVD 88     -       271.430  (meters)     890.52   (feet)  ADJUSTED  
 JE0410  ___________________________________________________________________
 JE0410  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JE0410  DYNAMIC HT  -         271.243 (meters)     889.90  (feet)  COMP
 JE0410  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 JE0410
 JE0410  VERT ORDER  -  SECOND    CLASS 0
 JE0410
 JE0410.The horizontal coordinates were scaled from a topographic map and have
 JE0410.an estimated accuracy of +/- 6 seconds.
 JE0410
 JE0410.The orthometric height was determined by differential leveling
 JE0410.and adjusted by the National Geodetic Survey in June 1991..
 JE0410
 JE0410.The geoid height was determined by GEOID03.
 JE0410
 JE0410.The dynamic height is computed by dividing the NAVD 88
 JE0410.geopotential number by the normal gravity value computed on the
 JE0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0410.degrees latitude (g = 980.6199 gals.).
 JE0410
 JE0410.The modeled gravity was interpolated from observed gravity values.
 JE0410
 JE0410;                    North         East    Units  Estimated Accuracy
 JE0410;SPC MO W     -   258,810.      876,530.      MT  (+/- 180 meters Scaled)
 JE0410
 JE0410                          SUPERSEDED SURVEY CONTROL
 JE0410
 JE0410  NGVD 29 (??/??/92)  271.302  (m)          890.10   (f) ADJ UNCH    2 0
 JE0410
 JE0410.Superseded values are not recommended for survey control.
 JE0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0410.See file dsdata.txt to determine how the superseded data were derived.
 JE0410
 JE0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC957617(NAD 83)
 JE0410_MARKER: DB = BENCH MARK DISK
 JE0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0410_SP_SET: CULVERT
 JE0410_STAMPING: H 182 1945
 JE0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0410
 JE0410  HISTORY     - Date     Condition        Report By
 JE0410  HISTORY     - 1945     MONUMENTED       CGS
 JE0410  HISTORY     - 1963     GOOD             NGS
 JE0410  HISTORY     - 20060819 GOOD             INDIV
 JE0410
 JE0410                          STATION DESCRIPTION
 JE0410
 JE0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0410'0.9 MI N FROM DAYTON.
 JE0410'ABOUT 0.9 MILE NORTH ALONG STATE ROAD F FROM THE CUMMUNITY
 JE0410'CHURCH AT DAYTON, 14 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JE0410'100 YARDS NORTH OF THE CENTER OF A ROAD INTERSECTION, 3.0 FEET
 JE0410'SOUTH OF THE NORTH END OF THE HEADWALL, ABOUT 5 INCHES ABOVE
 JE0410'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF THE EAST CONCRETE
 JE0410'HEADWALL OF A BOX CULVERT.
 JE0410
 JE0410                          STATION RECOVERY (2006)
 JE0410
 JE0410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0410'THE CULVERT HEADWALL IS NOW ABOUT 6 INCHES BELOW THE LEVEL OF THE
 JE0410'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0091 ***********************************************************************
 JE0091  DESIGNATION -  H 183
 JE0091  PID         -  JE0091
 JE0091  STATE/COUNTY-  MO/JOHNSON
 JE0091  USGS QUAD   -  ELM (1981)
 JE0091
 JE0091                         *CURRENT SURVEY CONTROL
 JE0091  ___________________________________________________________________
 JE0091* NAD 83(1986)-  38 45 28.     (N)    094 07 25.     (W)     SCALED    
 JE0091* NAVD 88     -       275.646  (meters)     904.35   (feet)  ADJUSTED  
 JE0091  ___________________________________________________________________
 JE0091  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JE0091  DYNAMIC HT  -         275.458 (meters)     903.73  (feet)  COMP
 JE0091  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 JE0091
 JE0091  VERT ORDER  -  FIRST     CLASS II
 JE0091
 JE0091.The horizontal coordinates were scaled from a topographic map and have
 JE0091.an estimated accuracy of +/- 6 seconds.
 JE0091
 JE0091.The orthometric height was determined by differential leveling
 JE0091.and adjusted by the National Geodetic Survey in June 1991..
 JE0091
 JE0091.The geoid height was determined by GEOID03.
 JE0091
 JE0091.The dynamic height is computed by dividing the NAVD 88
 JE0091.geopotential number by the normal gravity value computed on the
 JE0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0091.degrees latitude (g = 980.6199 gals.).
 JE0091
 JE0091.The modeled gravity was interpolated from observed gravity values.
 JE0091
 JE0091;                    North         East    Units  Estimated Accuracy
 JE0091;SPC MO W     -   287,630.      882,710.      MT  (+/- 180 meters Scaled)
 JE0091
 JE0091                          SUPERSEDED SURVEY CONTROL
 JE0091
 JE0091  NGVD 29 (??/??/92)  275.545  (m)          904.02   (f) ADJ UNCH    1 2
 JE0091
 JE0091.Superseded values are not recommended for survey control.
 JE0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0091.See file dsdata.txt to determine how the superseded data were derived.
 JE0091
 JE0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC023904(NAD 83)
 JE0091_MARKER: DB = BENCH MARK DISK
 JE0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0091_STAMPING: H 183 1945
 JE0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0091+STABILITY: SURFACE MOTION
 JE0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0091+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 JE0091
 JE0091  HISTORY     - Date     Condition        Report By
 JE0091  HISTORY     - 1945     MONUMENTED       CGS
 JE0091  HISTORY     - 1963     GOOD             NGS
 JE0091  HISTORY     - 20060428 GOOD             INDIV
 JE0091
 JE0091                          STATION DESCRIPTION
 JE0091
 JE0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0091'8.6 MI E FROM PLEASANT HILL.
 JE0091'ABOUT 8.55 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0091'FROM THE STATION AT PLEASANT HILL, NEAR THE CASS-JOHNSON COUNTY
 JE0091'LINE, 35 FEET SOUTH OF THE SOUTH RAIL, 43 FEET NORTH OF THE
 JE0091'CENTERLINE OF STATE HIGHWAY 58, 16 FEET EAST OF A POWER POLE,
 JE0091'1.0 FOOT EAST OF A WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL
 JE0091'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0091'0.5 FOOT.
 JE0091
 JE0091                          STATION RECOVERY (2006)
 JE0091
 JE0091'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0091'A MORE RECENTLY SET POWER POLE IS LOCATED NOW 6 FEET NORTHWEST OF THE
 JE0091'SURVEY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1800 ***********************************************************************
 JD1800  DESIGNATION -  H 184
 JD1800  PID         -  JD1800
 JD1800  STATE/COUNTY-  MO/JOHNSON
 JD1800  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1800
 JD1800                         *CURRENT SURVEY CONTROL
 JD1800  ___________________________________________________________________
 JD1800* NAD 83(1986)-  38 45 44.     (N)    093 42 39.     (W)     SCALED    
 JD1800* NAVD 88     -       239.738  (meters)     786.54   (feet)  ADJUSTED  
 JD1800  ___________________________________________________________________
 JD1800  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1800  DYNAMIC HT  -         239.575 (meters)     786.01  (feet)  COMP
 JD1800  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 JD1800
 JD1800  VERT ORDER  -  FIRST     CLASS II
 JD1800
 JD1800.The horizontal coordinates were scaled from a topographic map and have
 JD1800.an estimated accuracy of +/- 6 seconds.
 JD1800
 JD1800.The orthometric height was determined by differential leveling
 JD1800.and adjusted by the National Geodetic Survey in June 1991..
 JD1800
 JD1800.The geoid height was determined by GEOID03.
 JD1800
 JD1800.The dynamic height is computed by dividing the NAVD 88
 JD1800.geopotential number by the normal gravity value computed on the
 JD1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1800.degrees latitude (g = 980.6199 gals.).
 JD1800
 JD1800.The modeled gravity was interpolated from observed gravity values.
 JD1800
 JD1800;                    North         East    Units  Estimated Accuracy
 JD1800;SPC MO W     -   288,350.      918,590.      MT  (+/- 180 meters Scaled)
 JD1800
 JD1800                          SUPERSEDED SURVEY CONTROL
 JD1800
 JD1800  NGVD 29 (??/??/92)  239.643  (m)          786.23   (f) ADJ UNCH    1 2
 JD1800
 JD1800.Superseded values are not recommended for survey control.
 JD1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1800.See file dsdata.txt to determine how the superseded data were derived.
 JD1800
 JD1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC382906(NAD 83)
 JD1800_MARKER: DB = BENCH MARK DISK
 JD1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1800_STAMPING: H 184 1945
 JD1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1800+STABILITY: SURFACE MOTION
 JD1800
 JD1800  HISTORY     - Date     Condition        Report By
 JD1800  HISTORY     - 1945     MONUMENTED       CGS
 JD1800  HISTORY     - 1963     GOOD             NGS
 JD1800
 JD1800                          STATION DESCRIPTION
 JD1800
 JD1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1800'1.7 MI E FROM WARRENSBURG.
 JD1800'ABOUT 1.7 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1800'STATION AT WARRENSBURG, NEAR A ROAD CROSSING, 35 FEET EAST OF
 JD1800'THE CENTERLINE OF THE ROAD, 32 FEET SOUTH OF THE SOUTH RAIL, 4
 JD1800'FEET NORTHEAST OF THE EAST END OF A GATE, 2 FEET NORTH OF A
 JD1800'FENCE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 1 FOOT BELOW
 JD1800'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JD1800'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0690 ***********************************************************************
 JD0690  DESIGNATION -  H 185
 JD0690  PID         -  JD0690
 JD0690  STATE/COUNTY-  MO/PETTIS
 JD0690  USGS QUAD   -  HUGHESVILLE (1973)
 JD0690
 JD0690                         *CURRENT SURVEY CONTROL
 JD0690  ___________________________________________________________________
 JD0690* NAD 83(1986)-  38 45 17.     (N)    093 21 29.     (W)     SCALED    
 JD0690* NAVD 88     -       255.651  (meters)     838.75   (feet)  POSTED    
 JD0690  ___________________________________________________________________
 JD0690  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD0690  DYNAMIC HT  -         255.480 (meters)     838.19  (feet)  COMP
 JD0690  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 JD0690
 JD0690  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JD0690
 JD0690.The horizontal coordinates were scaled from a topographic map and have
 JD0690.an estimated accuracy of +/- 6 seconds.
 JD0690
 JD0690.The orthometric height was determined by differential leveling
 JD0690.and adjusted by the National Geodetic Survey in 1992..
 JD0690.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JD0690.rate of 0.0 thru 1.0 mm/km.
 JD0690
 JD0690.The geoid height was determined by GEOID03.
 JD0690
 JD0690.The dynamic height is computed by dividing the NAVD 88
 JD0690.geopotential number by the normal gravity value computed on the
 JD0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0690.degrees latitude (g = 980.6199 gals.).
 JD0690
 JD0690.The modeled gravity was interpolated from observed gravity values.
 JD0690
 JD0690;                    North         East    Units  Estimated Accuracy
 JD0690;SPC MO C     -   324,550.      425,420.      MT  (+/- 180 meters Scaled)
 JD0690
 JD0690                          SUPERSEDED SURVEY CONTROL
 JD0690
 JD0690  NGVD 29 (??/??/92)  255.567  (m)          838.47   (f) ADJ UNCH    1 2
 JD0690
 JD0690.Superseded values are not recommended for survey control.
 JD0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0690.See file dsdata.txt to determine how the superseded data were derived.
 JD0690
 JD0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC688896(NAD 83)
 JD0690_MARKER: DB = BENCH MARK DISK
 JD0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0690_STAMPING: H 185 1945
 JD0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0690+STABILITY: SURFACE MOTION
 JD0690
 JD0690  HISTORY     - Date     Condition        Report By
 JD0690  HISTORY     - 1945     MONUMENTED       CGS
 JD0690  HISTORY     - 1946     GOOD             NGS
 JD0690  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD0690
 JD0690                          STATION DESCRIPTION
 JD0690
 JD0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0690'3.9 MI E FROM LA MONTE.
 JD0690'ABOUT 3.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0690'THE STATION AT LA MONTE, 84 FEET SOUTH OF MILEPOST 197, 42
 JD0690'FEET SOUTH OF AND ABOUT 3 FEET HIGHER THAN THE CENTER LINE OF
 JD0690'THE RAILROAD, 39 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 JD0690'50, 23 FEET EAST OF A TELEGRAPH POLE, 1 FOOT WEST OF A 4 X 4
 JD0690'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 JD0690'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 JD0690
 JD0690                          STATION RECOVERY (1963)
 JD0690
 JD0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0396 ***********************************************************************
 JD0396  DESIGNATION -  H 186
 JD0396  PID         -  JD0396
 JD0396  STATE/COUNTY-  MO/COOPER
 JD0396  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0396
 JD0396                         *CURRENT SURVEY CONTROL
 JD0396  ___________________________________________________________________
 JD0396* NAD 83(1986)-  38 41 55.     (N)    092 57 00.     (W)     SCALED    
 JD0396* NAVD 88     -       228.349  (meters)     749.17   (feet)  ADJUSTED  
 JD0396  ___________________________________________________________________
 JD0396  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0396  DYNAMIC HT  -         228.195 (meters)     748.67  (feet)  COMP
 JD0396  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 JD0396
 JD0396  VERT ORDER  -  FIRST     CLASS II
 JD0396
 JD0396.The horizontal coordinates were scaled from a topographic map and have
 JD0396.an estimated accuracy of +/- 6 seconds.
 JD0396
 JD0396.The orthometric height was determined by differential leveling
 JD0396.and adjusted by the National Geodetic Survey in June 1991..
 JD0396
 JD0396.The geoid height was determined by GEOID03.
 JD0396
 JD0396.The dynamic height is computed by dividing the NAVD 88
 JD0396.geopotential number by the normal gravity value computed on the
 JD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0396.degrees latitude (g = 980.6199 gals.).
 JD0396
 JD0396.The modeled gravity was interpolated from observed gravity values.
 JD0396
 JD0396;                    North         East    Units  Estimated Accuracy
 JD0396;SPC MO C     -   318,070.      460,860.      MT  (+/- 180 meters Scaled)
 JD0396
 JD0396                          SUPERSEDED SURVEY CONTROL
 JD0396
 JD0396  NGVD 29 (??/??/92)  228.255  (m)          748.87   (f) ADJ UNCH    1 2
 JD0396
 JD0396.Superseded values are not recommended for survey control.
 JD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0396.See file dsdata.txt to determine how the superseded data were derived.
 JD0396
 JD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC043833(NAD 83)
 JD0396_MARKER: DB = BENCH MARK DISK
 JD0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0396_STAMPING: H 186 1945
 JD0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0396+STABILITY: SURFACE MOTION
 JD0396
 JD0396  HISTORY     - Date     Condition        Report By
 JD0396  HISTORY     - 1945     MONUMENTED       CGS
 JD0396  HISTORY     - 1963     GOOD             NGS
 JD0396
 JD0396                          STATION DESCRIPTION
 JD0396
 JD0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0396'3 MI E FROM OTTERVILLE.
 JD0396'ABOUT 2.95 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0396'THE STATION AT OTTERVILLE, 5 POLES EAST ACROSS THE TRACK FROM
 JD0396'MILEPOLE 173. 57.5 FEET SOUTHEAST OF A PRIVATE ROAD CROSSING,
 JD0396'44 FEET SOUTH OF THE SOUTH RAIL, 38.4 FEET EAST OF THE CENTERLINE
 JD0396'OF A TRACK ROAD, 1.5 FEET NORTH OF A FENCE, 0.9 FOOT WEST OF A
 JD0396'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 JD0396'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0328 ***********************************************************************
 JD0328  DESIGNATION -  H 187
 JD0328  PID         -  JD0328
 JD0328  STATE/COUNTY-  MO/MONITEAU
 JD0328  USGS QUAD   -  CALIFORNIA SOUTH (1985)
 JD0328
 JD0328                         *CURRENT SURVEY CONTROL
 JD0328  ___________________________________________________________________
 JD0328* NAD 83(1986)-  38 36 57.     (N)    092 31 11.     (W)     SCALED    
 JD0328* NAVD 88     -       273.343  (meters)     896.79   (feet)  ADJUSTED  
 JD0328  ___________________________________________________________________
 JD0328  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD0328  DYNAMIC HT  -         273.157 (meters)     896.18  (feet)  COMP
 JD0328  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 JD0328
 JD0328  VERT ORDER  -  FIRST     CLASS II
 JD0328
 JD0328.The horizontal coordinates were scaled from a topographic map and have
 JD0328.an estimated accuracy of +/- 6 seconds.
 JD0328
 JD0328.The orthometric height was determined by differential leveling
 JD0328.and adjusted by the National Geodetic Survey in June 1991..
 JD0328
 JD0328.The geoid height was determined by GEOID03.
 JD0328
 JD0328.The dynamic height is computed by dividing the NAVD 88
 JD0328.geopotential number by the normal gravity value computed on the
 JD0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0328.degrees latitude (g = 980.6199 gals.).
 JD0328
 JD0328.The modeled gravity was interpolated from observed gravity values.
 JD0328
 JD0328;                    North         East    Units  Estimated Accuracy
 JD0328;SPC MO C     -   308,790.      498,280.      MT  (+/- 180 meters Scaled)
 JD0328
 JD0328                          SUPERSEDED SURVEY CONTROL
 JD0328
 JD0328  NGVD 29 (??/??/92)  273.250  (m)          896.49   (f) ADJ UNCH    1 2
 JD0328
 JD0328.Superseded values are not recommended for survey control.
 JD0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0328.See file dsdata.txt to determine how the superseded data were derived.
 JD0328
 JD0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC418742(NAD 83)
 JD0328_MARKER: DB = BENCH MARK DISK
 JD0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0328_STAMPING: H 187 1945
 JD0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0328+STABILITY: SURFACE MOTION
 JD0328
 JD0328  HISTORY     - Date     Condition        Report By
 JD0328  HISTORY     - 1945     MONUMENTED       CGS
 JD0328  HISTORY     - 1963     GOOD             NGS
 JD0328
 JD0328                          STATION DESCRIPTION
 JD0328
 JD0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0328'3 MI E FROM CALIFORNIA.
 JD0328'ABOUT 3.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0328'THE STATION AT CALIFORNIA, 2 POLES WEST OF MILEPOLE 147-10,
 JD0328'77 FEET WEST OF THE SECOND POLE WEST OF THE MILEPOLE, 32 FEET
 JD0328'NORTH OF THE NORTH RAIL, 19 FEET SOUTHEAST OF A TELEGRAPH
 JD0328'POLE, 12.4 FEET SOUTH OF A FENCE, 1.0 FOOT EAST OF A METAL
 JD0328'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND
 JD0328'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0452 ***********************************************************************
 JD0452  DESIGNATION -  H 188
 JD0452  PID         -  JD0452
 JD0452  STATE/COUNTY-  MO/MONITEAU
 JD0452  USGS QUAD   -  TIPTON (1979)
 JD0452
 JD0452                         *CURRENT SURVEY CONTROL
 JD0452  ___________________________________________________________________
 JD0452* NAD 83(1986)-  38 37 50.     (N)    092 47 21.     (W)     SCALED    
 JD0452* NAVD 88     -       263.730  (meters)     865.25   (feet)  ADJUSTED  
 JD0452  ___________________________________________________________________
 JD0452  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0452  DYNAMIC HT  -         263.547 (meters)     864.65  (feet)  COMP
 JD0452  MODELED GRAV-     979,930.8   (mgal)                       NAVD 88
 JD0452
 JD0452  VERT ORDER  -  SECOND    CLASS 0
 JD0452
 JD0452.The horizontal coordinates were scaled from a topographic map and have
 JD0452.an estimated accuracy of +/- 6 seconds.
 JD0452
 JD0452.The orthometric height was determined by differential leveling
 JD0452.and adjusted by the National Geodetic Survey in June 1991..
 JD0452
 JD0452.The geoid height was determined by GEOID03.
 JD0452
 JD0452.The dynamic height is computed by dividing the NAVD 88
 JD0452.geopotential number by the normal gravity value computed on the
 JD0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0452.degrees latitude (g = 980.6199 gals.).
 JD0452
 JD0452.The modeled gravity was interpolated from observed gravity values.
 JD0452
 JD0452;                    North         East    Units  Estimated Accuracy
 JD0452;SPC MO C     -   310,460.      474,820.      MT  (+/- 180 meters Scaled)
 JD0452
 JD0452                          SUPERSEDED SURVEY CONTROL
 JD0452
 JD0452  NGVD 29 (??/??/92)  263.629  (m)          864.92   (f) ADJ UNCH    2 0
 JD0452
 JD0452.Superseded values are not recommended for survey control.
 JD0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0452.See file dsdata.txt to determine how the superseded data were derived.
 JD0452
 JD0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC183758(NAD 83)
 JD0452_MARKER: DB = BENCH MARK DISK
 JD0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0452_SP_SET: BRIDGE
 JD0452_STAMPING: H 188 1945
 JD0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0452
 JD0452  HISTORY     - Date     Condition        Report By
 JD0452  HISTORY     - 1945     MONUMENTED       CGS
 JD0452  HISTORY     - 1963     GOOD             NGS
 JD0452
 JD0452                          STATION DESCRIPTION
 JD0452
 JD0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0452'2.4 MI S FROM TIPTON.
 JD0452'ABOUT 0.15 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0452'THE STATION AT TIPTON, THENCE 0.55 MILE SOUTH ALONG STATE ROAD
 JD0452'B, THENCE 1.65 MILES SOUTH ALONG STATE HIGHWAY 5, IN SECTION
 JD0452'28, T 43 N R 17 W, AT A CONCRETE HIGHWAY BRIDGE OVER WILLOW
 JD0452'FORK, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND SET IN
 JD0452'THE TOP OF THE NORTHEAST PILLER OF THE EAST GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0889 ***********************************************************************
 JD0889  DESIGNATION -  H 189
 JD0889  PID         -  JD0889
 JD0889  STATE/COUNTY-  MO/PETTIS
 JD0889  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0889
 JD0889                         *CURRENT SURVEY CONTROL
 JD0889  ___________________________________________________________________
 JD0889* NAD 83(1986)-  38 43 38.     (N)    093 04 21.     (W)     SCALED    
 JD0889* NAVD 88     -       249.006  (meters)     816.95   (feet)  ADJUSTED  
 JD0889  ___________________________________________________________________
 JD0889  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0889  DYNAMIC HT  -         248.839 (meters)     816.40  (feet)  COMP
 JD0889  MODELED GRAV-     979,952.3   (mgal)                       NAVD 88
 JD0889
 JD0889  VERT ORDER  -  SECOND    CLASS 0
 JD0889
 JD0889.The horizontal coordinates were scaled from a topographic map and have
 JD0889.an estimated accuracy of +/- 6 seconds.
 JD0889
 JD0889.The orthometric height was determined by differential leveling
 JD0889.and adjusted by the National Geodetic Survey in June 1991..
 JD0889
 JD0889.The geoid height was determined by GEOID03.
 JD0889
 JD0889.The dynamic height is computed by dividing the NAVD 88
 JD0889.geopotential number by the normal gravity value computed on the
 JD0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0889.degrees latitude (g = 980.6199 gals.).
 JD0889
 JD0889.The modeled gravity was interpolated from observed gravity values.
 JD0889
 JD0889;                    North         East    Units  Estimated Accuracy
 JD0889;SPC MO C     -   321,310.      450,220.      MT  (+/- 180 meters Scaled)
 JD0889
 JD0889                          SUPERSEDED SURVEY CONTROL
 JD0889
 JD0889  NGVD 29 (??/??/92)  248.909  (m)          816.63   (f) ADJ UNCH    2 0
 JD0889
 JD0889.Superseded values are not recommended for survey control.
 JD0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0889.See file dsdata.txt to determine how the superseded data were derived.
 JD0889
 JD0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC936865(NAD 83)
 JD0889_MARKER: DB = BENCH MARK DISK
 JD0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0889_SP_SET: CULVERT
 JD0889_STAMPING: H 189 1946
 JD0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0889
 JD0889  HISTORY     - Date     Condition        Report By
 JD0889  HISTORY     - 1946     MONUMENTED       CGS
 JD0889  HISTORY     - 1963     GOOD             NGS
 JD0889
 JD0889                          STATION DESCRIPTION
 JD0889
 JD0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0889'4 MI NE FROM SMITHTON.
 JD0889'ABOUT 1.0 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0889'THE STATION AT SMITHTON, THENCE 0.3 MILE NORTH ALONG A GRAVELED
 JD0889'ROAD, THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 135, OR 0.2
 JD0889'MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING OF THE
 JD0889'MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE 4.3
 JD0889'MILES SOUTHWEST ALONG STATE HIGHWAY 135, AT THE BOTTOM OF A
 JD0889'SMALL HILL, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 JD0889'HEAD WALL OF A 4 X 4 FOOT CONCRETE CULVERT, 16.2 FEET EAST
 JD0889'OF THE CENTERLINE OF THE HIGHWAY, 0.6 FOOT NORTH OF THE SOUTH
 JD0889'EDGE OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0131 ***********************************************************************
 LF0131  DESIGNATION -  H 19
 LF0131  PID         -  LF0131
 LF0131  STATE/COUNTY-  MO/GENTRY
 LF0131  USGS QUAD   -  STANBERRY (1985)
 LF0131
 LF0131                         *CURRENT SURVEY CONTROL
 LF0131  ___________________________________________________________________
 LF0131* NAD 83(1986)-  40 12 09.     (N)    094 30 37.     (W)     SCALED    
 LF0131* NAVD 88     -       264.846  (meters)     868.92   (feet)  ADJUSTED  
 LF0131  ___________________________________________________________________
 LF0131  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 LF0131  DYNAMIC HT  -         264.700 (meters)     868.44  (feet)  COMP
 LF0131  MODELED GRAV-     980,069.1   (mgal)                       NAVD 88
 LF0131
 LF0131  VERT ORDER  -  FIRST     CLASS II
 LF0131
 LF0131.The horizontal coordinates were scaled from a topographic map and have
 LF0131.an estimated accuracy of +/- 6 seconds.
 LF0131
 LF0131.The orthometric height was determined by differential leveling
 LF0131.and adjusted by the National Geodetic Survey in June 1991..
 LF0131
 LF0131.The geoid height was determined by GEOID03.
 LF0131
 LF0131.The dynamic height is computed by dividing the NAVD 88
 LF0131.geopotential number by the normal gravity value computed on the
 LF0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0131.degrees latitude (g = 980.6199 gals.).
 LF0131
 LF0131.The modeled gravity was interpolated from observed gravity values.
 LF0131
 LF0131;                    North         East    Units  Estimated Accuracy
 LF0131;SPC MO W     -   447,950.      849,130.      MT  (+/- 180 meters Scaled)
 LF0131
 LF0131                          SUPERSEDED SURVEY CONTROL
 LF0131
 LF0131  NGVD 29 (??/??/92)  264.775  (m)          868.68   (f) ADJ UNCH    1 2
 LF0131
 LF0131.Superseded values are not recommended for survey control.
 LF0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0131.See file dsdata.txt to determine how the superseded data were derived.
 LF0131
 LF0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE714513(NAD 83)
 LF0131_MARKER: DB = BENCH MARK DISK
 LF0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0131_STAMPING: H 19 1933
 LF0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0131+STABILITY: SURFACE MOTION
 LF0131
 LF0131  HISTORY     - Date     Condition        Report By
 LF0131  HISTORY     - 1933     MONUMENTED       CGS
 LF0131  HISTORY     - 1960     GOOD             NGS
 LF0131  HISTORY     - 1978     MARK NOT FOUND   NGS
 LF0131
 LF0131                          STATION DESCRIPTION
 LF0131
 LF0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0131'2 MI SE FROM STANBERRY.
 LF0131'2.0 MILES SOUTHEAST ALONG THE WABASH RAILWAY FROM STANBERRY,
 LF0131'GENTRY COUNTY, 19 POLES WEST OF MILEPOST 292, 45 FEET SOUTHEAST
 LF0131'OF A FARM-ROAD CROSSING, AND 45 FEET SOUTH OF THE TRACK, A
 LF0131'WITNESS POST 1 FOOT WEST OF THE MARK.  A STANDARD DISK, STAMPED
 LF0131'H 19 1933 AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 4
 LF0131'INCHES ABOVE GROUND.
 LF0131
 LF0131                          STATION RECOVERY (1978)
 LF0131
 LF0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LF0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0470 ***********************************************************************
 JD0470  DESIGNATION -  H 190
 JD0470  PID         -  JD0470
 JD0470  STATE/COUNTY-  MO/COOPER
 JD0470  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0470
 JD0470                         *CURRENT SURVEY CONTROL
 JD0470  ___________________________________________________________________
 JD0470* NAD 83(1986)-  38 57 38.     (N)    092 59 38.     (W)     SCALED    
 JD0470* NAVD 88     -       210.959  (meters)     692.12   (feet)  ADJUSTED  
 JD0470  ___________________________________________________________________
 JD0470  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0470  DYNAMIC HT  -         210.825 (meters)     691.68  (feet)  COMP
 JD0470  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JD0470
 JD0470  VERT ORDER  -  SECOND    CLASS 0
 JD0470
 JD0470.The horizontal coordinates were scaled from a topographic map and have
 JD0470.an estimated accuracy of +/- 6 seconds.
 JD0470
 JD0470.The orthometric height was determined by differential leveling
 JD0470.and adjusted by the National Geodetic Survey in June 1991..
 JD0470.WARNING-Repeat measurements at this control monument indicate possible
 JD0470.vertical movement.
 JD0470
 JD0470.The geoid height was determined by GEOID03.
 JD0470
 JD0470.The dynamic height is computed by dividing the NAVD 88
 JD0470.geopotential number by the normal gravity value computed on the
 JD0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0470.degrees latitude (g = 980.6199 gals.).
 JD0470
 JD0470.The modeled gravity was interpolated from observed gravity values.
 JD0470
 JD0470;                    North         East    Units  Estimated Accuracy
 JD0470;SPC MO C     -   347,170.      457,200.      MT  (+/- 180 meters Scaled)
 JD0470
 JD0470                          SUPERSEDED SURVEY CONTROL
 JD0470
 JD0470  NGVD 29 (??/??/92)  210.882  (m)          691.87   (f) ADJ UNCH    2 0
 JD0470
 JD0470.Superseded values are not recommended for survey control.
 JD0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0470.See file dsdata.txt to determine how the superseded data were derived.
 JD0470
 JD0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD005123(NAD 83)
 JD0470_MARKER: DB = BENCH MARK DISK
 JD0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0470_STAMPING: H 190 1946
 JD0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0470+STABILITY: SURFACE MOTION
 JD0470
 JD0470  HISTORY     - Date     Condition        Report By
 JD0470  HISTORY     - 1946     MONUMENTED       CGS
 JD0470  HISTORY     - 1962     GOOD             NGS
 JD0470
 JD0470                          STATION DESCRIPTION
 JD0470
 JD0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JD0470'2 MI S FROM BLACKWATER.
 JD0470'ABOUT 2.0 MILES SOUTH ALONG COOPER COUNTY HIGHWAY K FROM THE
 JD0470'MISSOURI PACIFIC RAILROAD STATION AT BLACKWATER, AND AT THE
 JD0470'JUNCTION WITH A ROAD LEADING EAST, 100 FEET SOUTH OF THE CENTER
 JD0470'LINE OF THE ROAD LEADING EAST, 47 FEET WEST OF A NORTH-SOUTH
 JD0470'FENCE LINE, 26 FEET SOUTHWEST OF AND ABOUT 2 FEET HIGHER THAN THE
 JD0470'CENTERLINE OF HIGHWAY K, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 JD0470'1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4 INCHES
 JD0470'ABOVE THE GROUND.
 JD0470
 JD0470                          STATION RECOVERY (1962)
 JD0470
 JD0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0190 ***********************************************************************
 HD0190  DESIGNATION -  H 192
 HD0190  PID         -  HD0190
 HD0190  STATE/COUNTY-  MO/PULASKI
 HD0190  USGS QUAD   -  WAYNESVILLE (1985)
 HD0190
 HD0190                         *CURRENT SURVEY CONTROL
 HD0190  ___________________________________________________________________
 HD0190* NAD 83(1986)-  37 51 31.     (N)    092 14 51.     (W)     SCALED    
 HD0190* NAVD 88     -       303.627  (meters)     996.15   (feet)  ADJUSTED  
 HD0190  ___________________________________________________________________
 HD0190  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HD0190  DYNAMIC HT  -         303.398 (meters)     995.40  (feet)  COMP
 HD0190  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 HD0190
 HD0190  VERT ORDER  -  SECOND    CLASS 0
 HD0190
 HD0190.The horizontal coordinates were scaled from a topographic map and have
 HD0190.an estimated accuracy of +/- 6 seconds.
 HD0190
 HD0190.The orthometric height was determined by differential leveling
 HD0190.and adjusted by the National Geodetic Survey in June 1991..
 HD0190
 HD0190.The geoid height was determined by GEOID03.
 HD0190
 HD0190.The dynamic height is computed by dividing the NAVD 88
 HD0190.geopotential number by the normal gravity value computed on the
 HD0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0190.degrees latitude (g = 980.6199 gals.).
 HD0190
 HD0190.The modeled gravity was interpolated from observed gravity values.
 HD0190
 HD0190;                    North         East    Units  Estimated Accuracy
 HD0190;SPC MO C     -   224,770.      522,220.      MT  (+/- 180 meters Scaled)
 HD0190
 HD0190                          SUPERSEDED SURVEY CONTROL
 HD0190
 HD0190  NGVD 29 (??/??/92)  303.525  (m)          995.81   (f) ADJ UNCH    2 0
 HD0190
 HD0190.Superseded values are not recommended for survey control.
 HD0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0190.See file dsdata.txt to determine how the superseded data were derived.
 HD0190
 HD0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB661903(NAD 83)
 HD0190_MARKER: DB = BENCH MARK DISK
 HD0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0190_SP_SET: CULVERT
 HD0190_STAMPING: H 192 1945
 HD0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0190
 HD0190  HISTORY     - Date     Condition        Report By
 HD0190  HISTORY     - 1945     MONUMENTED       CGS
 HD0190  HISTORY     - 1946     GOOD             NGS
 HD0190
 HD0190                          STATION DESCRIPTION
 HD0190
 HD0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0190'4.6 MI NW FROM WAYNESVILLE.
 HD0190'ABOUT 4.6 MILES NORTHWEST ALONG MISSOURI STATE HIGHWAY NO. 17
 HD0190'FROM THE COURTHOUSE AT WAYNESVILLE, 22 FEET EAST OF AND ABOUT
 HD0190'3 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY.  A BRONZE
 HD0190'BENCH MARK DISC SET IN THE TOP AND CENTER OF THE EAST CONCRETE
 HD0190'HEADWALL OF A 24 INCH CORRUGATED IRON CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0116 ***********************************************************************
 HD0116  DESIGNATION -  H 193
 HD0116  PID         -  HD0116
 HD0116  STATE/COUNTY-  MO/PULASKI
 HD0116  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0116
 HD0116                         *CURRENT SURVEY CONTROL
 HD0116  ___________________________________________________________________
 HD0116* NAD 83(1986)-  37 52 08.     (N)    092 18 35.     (W)     SCALED    
 HD0116* NAVD 88     -       272.279  (meters)     893.30   (feet)  ADJUSTED  
 HD0116  ___________________________________________________________________
 HD0116  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HD0116  DYNAMIC HT  -         272.074 (meters)     892.63  (feet)  COMP
 HD0116  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 HD0116
 HD0116  VERT ORDER  -  SECOND    CLASS 0
 HD0116
 HD0116.The horizontal coordinates were scaled from a topographic map and have
 HD0116.an estimated accuracy of +/- 6 seconds.
 HD0116
 HD0116.The orthometric height was determined by differential leveling
 HD0116.and adjusted by the National Geodetic Survey in June 1991..
 HD0116
 HD0116.The geoid height was determined by GEOID03.
 HD0116
 HD0116.The dynamic height is computed by dividing the NAVD 88
 HD0116.geopotential number by the normal gravity value computed on the
 HD0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0116.degrees latitude (g = 980.6199 gals.).
 HD0116
 HD0116.The modeled gravity was interpolated from observed gravity values.
 HD0116
 HD0116;                    North         East    Units  Estimated Accuracy
 HD0116;SPC MO C     -   225,900.      516,740.      MT  (+/- 180 meters Scaled)
 HD0116
 HD0116                          SUPERSEDED SURVEY CONTROL
 HD0116
 HD0116  NGVD 29 (??/??/92)  272.175  (m)          892.96   (f) ADJ UNCH    2 0
 HD0116
 HD0116.Superseded values are not recommended for survey control.
 HD0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0116.See file dsdata.txt to determine how the superseded data were derived.
 HD0116
 HD0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB607914(NAD 83)
 HD0116_MARKER: DB = BENCH MARK DISK
 HD0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0116_SP_SET: CULVERT
 HD0116_STAMPING: H 193 1945
 HD0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0116
 HD0116  HISTORY     - Date     Condition        Report By
 HD0116  HISTORY     - 1945     MONUMENTED       CGS
 HD0116  HISTORY     - 1946     GOOD             NGS
 HD0116
 HD0116                          STATION DESCRIPTION
 HD0116
 HD0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0116'4 MI SE FROM SWEDEBORG.
 HD0116'ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ST. LOUIS AND
 HD0116'SAN FRANCISCO RAILROAD STATION AT SWEDEBORG, THENCE 0.9 MILE
 HD0116'SOUTHEAST ALONG A GRAVEL ROAD, THENCE 1.6 MILES SOUTH ALONG A
 HD0116'GRAVEL ROAD, THENCE 1.3 MILES SOUTHEAST ALONG A GRAVEL ROAD TO
 HD0116'THE SITE OF THE MARK, 1.0 FEET NORTHWEST OF A STEEL BRIDGE
 HD0116'OVER THE GASCONADE RIVER, AT A CURVE IN THE ROAD, 12 FEET
 HD0116'SOUTHWEST OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF
 HD0116'THE ROAD.  A BRONZE DISK SET IN THE TOP OF THE SOUTHWEST
 HD0116'HEADWALL OF A 4 X 4 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0090 ***********************************************************************
 HD0090  DESIGNATION -  H 194
 HD0090  PID         -  HD0090
 HD0090  STATE/COUNTY-  MO/PULASKI
 HD0090  USGS QUAD   -  DRYNOB (1976)
 HD0090
 HD0090                         *CURRENT SURVEY CONTROL
 HD0090  ___________________________________________________________________
 HD0090* NAD 83(1986)-  37 43 29.     (N)    092 24 02.     (W)     SCALED    
 HD0090* NAVD 88     -       325.089  (meters)    1066.56   (feet)  ADJUSTED  
 HD0090  ___________________________________________________________________
 HD0090  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HD0090  DYNAMIC HT  -         324.841 (meters)    1065.75  (feet)  COMP
 HD0090  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 HD0090
 HD0090  VERT ORDER  -  SECOND    CLASS 0
 HD0090
 HD0090.The horizontal coordinates were scaled from a topographic map and have
 HD0090.an estimated accuracy of +/- 6 seconds.
 HD0090
 HD0090.The orthometric height was determined by differential leveling
 HD0090.and adjusted by the National Geodetic Survey in June 1991..
 HD0090
 HD0090.The geoid height was determined by GEOID03.
 HD0090
 HD0090.The dynamic height is computed by dividing the NAVD 88
 HD0090.geopotential number by the normal gravity value computed on the
 HD0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0090.degrees latitude (g = 980.6199 gals.).
 HD0090
 HD0090.The modeled gravity was interpolated from observed gravity values.
 HD0090
 HD0090;                    North         East    Units  Estimated Accuracy
 HD0090;SPC MO C     -   209,890.      508,770.      MT  (+/- 180 meters Scaled)
 HD0090
 HD0090                          SUPERSEDED SURVEY CONTROL
 HD0090
 HD0090  NGVD 29 (??/??/92)  324.982  (m)         1066.21   (f) ADJ UNCH    2 0
 HD0090
 HD0090.Superseded values are not recommended for survey control.
 HD0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0090.See file dsdata.txt to determine how the superseded data were derived.
 HD0090
 HD0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB528754(NAD 83)
 HD0090_MARKER: DB = BENCH MARK DISK
 HD0090_SETTING: 66 = SET IN ROCK OUTCROP
 HD0090_SP_SET: ROCK LEDGE
 HD0090_STAMPING: H 194 1945
 HD0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0090+STABILITY: POSITION/ELEVATION WELL
 HD0090
 HD0090  HISTORY     - Date     Condition        Report By
 HD0090  HISTORY     - 1945     MONUMENTED       CGS
 HD0090  HISTORY     - 1946     GOOD             NGS
 HD0090
 HD0090                          STATION DESCRIPTION
 HD0090
 HD0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0090'9.7 MI N FROM FALCON.
 HD0090'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY NO. 32 FROM THE POST
 HD0090'OFFICE AT FALCON, THENCE 9.2 MILES ALONG A GRAVEL ROAD LEADING
 HD0090'NORTH, AND ABOUT 1.1 MILES SOUTH OF THE JUNCTION WITH AN
 HD0090'EAST-WEST ROAD, 39 FEET NORTH OF A 6 INCH SYCAMORE TREE, 18
 HD0090'FEET WEST OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF
 HD0090'THE ROAD, 14 FEET EAST OF A 4 IN SYCAMORE TREE IN THE RIGHT-OF-WAY
 HD0090'FENCE.  A BRONZE BENCH MARK DISC SET IN THE TOP AND ABOUT
 HD0090'THE CENTER OF A ROCK LEDGE WITH A SURFACE OF ABOUT 3 X 30
 HD0090'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0299 ***********************************************************************
 KD0299  DESIGNATION -  H 195
 KD0299  PID         -  KD0299
 KD0299  STATE/COUNTY-  MO/CHARITON
 KD0299  USGS QUAD   -  PRAIRIE HILL (1979)
 KD0299
 KD0299                         *CURRENT SURVEY CONTROL
 KD0299  ___________________________________________________________________
 KD0299* NAD 83(1986)-  39 34 35.     (N)    092 43 00.     (W)     SCALED    
 KD0299* NAVD 88     -       203.325  (meters)     667.08   (feet)  ADJUSTED  
 KD0299  ___________________________________________________________________
 KD0299  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KD0299  DYNAMIC HT  -         203.210 (meters)     666.70  (feet)  COMP
 KD0299  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 KD0299
 KD0299  VERT ORDER  -  SECOND    CLASS 0
 KD0299
 KD0299.The horizontal coordinates were scaled from a topographic map and have
 KD0299.an estimated accuracy of +/- 6 seconds.
 KD0299
 KD0299.The orthometric height was determined by differential leveling
 KD0299.and adjusted by the National Geodetic Survey in June 1991..
 KD0299
 KD0299.The geoid height was determined by GEOID03.
 KD0299
 KD0299.The dynamic height is computed by dividing the NAVD 88
 KD0299.geopotential number by the normal gravity value computed on the
 KD0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0299.degrees latitude (g = 980.6199 gals.).
 KD0299
 KD0299.The modeled gravity was interpolated from observed gravity values.
 KD0299
 KD0299;                    North         East    Units  Estimated Accuracy
 KD0299;SPC MO C     -   415,440.      481,390.      MT  (+/- 180 meters Scaled)
 KD0299
 KD0299                          SUPERSEDED SURVEY CONTROL
 KD0299
 KD0299  NGVD 29 (??/??/92)  203.311  (m)          667.03   (f) ADJ UNCH    2 0
 KD0299
 KD0299.Superseded values are not recommended for survey control.
 KD0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0299.See file dsdata.txt to determine how the superseded data were derived.
 KD0299
 KD0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD243807(NAD 83)
 KD0299_MARKER: DB = BENCH MARK DISK
 KD0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0299_STAMPING: H 195 1945
 KD0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0299+STABILITY: SURFACE MOTION
 KD0299
 KD0299  HISTORY     - Date     Condition        Report By
 KD0299  HISTORY     - 1945     MONUMENTED       CGS
 KD0299  HISTORY     - 1967     GOOD             NGS
 KD0299
 KD0299                          STATION DESCRIPTION
 KD0299
 KD0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0299'5 MI NE FROM PRAIRIE HILL.
 KD0299'1.0 MILE EAST OF THE CHRISTIAN CHURCH AT PRAIRIE HILL ALONG
 KD0299'A GRAVEL ROAD, THENCE 4.0 MILES NORTH ALONG A GRAVEL ROAD TO
 KD0299'THE SITE OF THE MARK, 122 FEET EAST OF THE CENTER LINE OF A
 KD0299'NORTH AND SOUTH ROAD, 21 FEET SOUTH OF AND ABOUT LEVEL WITH
 KD0299'THE CENTER LINE OF AN EAST AND WEST ROAD, 91 FEET NORTHWEST
 KD0299'OF THE NORTHWEST CORNER OF A SCHOOLHOUSE, 1 FOOT EAST OF A
 KD0299'4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 KD0299'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 KD0299
 KD0299                          STATION RECOVERY (1967)
 KD0299
 KD0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0257 ***********************************************************************
 KD0257  DESIGNATION -  H 196 RESET
 KD0257  PID         -  KD0257
 KD0257  STATE/COUNTY-  MO/MACON
 KD0257  USGS QUAD   -  LAGONDA (1978)
 KD0257
 KD0257                         *CURRENT SURVEY CONTROL
 KD0257  ___________________________________________________________________
 KD0257* NAD 83(1986)-  39 44 35.     (N)    092 38 28.     (W)     SCALED    
 KD0257* NAVD 88     -       243.45   (meters)     798.7    (feet)  RESET     
 KD0257  ___________________________________________________________________
 KD0257  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD0257
 KD0257  VERT ORDER  -  THIRD
 KD0257
 KD0257.The horizontal coordinates were scaled from a topographic map and have
 KD0257.an estimated accuracy of +/- 6 seconds.
 KD0257
 KD0257.The orthometric height was computed from unverified reset data.
 KD0257
 KD0257.The geoid height was determined by GEOID03.
 KD0257
 KD0257;                    North         East    Units  Estimated Accuracy
 KD0257;SPC MO C     -   433,930.      487,910.      MT  (+/- 180 meters Scaled)
 KD0257
 KD0257                          SUPERSEDED SURVEY CONTROL
 KD0257
 KD0257.No superseded survey control is available for this station.
 KD0257
 KD0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD307993(NAD 83)
 KD0257_MARKER: DB = BENCH MARK DISK
 KD0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0257_STAMPING: H-196 1945 RESET 1963
 KD0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0257+STABILITY: SURFACE MOTION
 KD0257
 KD0257  HISTORY     - Date     Condition        Report By
 KD0257  HISTORY     - 1963     MONUMENTED       CGS
 KD0257  HISTORY     - 1964     GOOD             NGS
 KD0257  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0257  HISTORY     - 20020924 MARK NOT FOUND   MODNR
 KD0257
 KD0257                          STATION DESCRIPTION
 KD0257
 KD0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KD0257'2.1 MI SW FROM CALLAO.
 KD0257'1.0 MILE WEST ALONG U.S. HIGHWAY 36 FROM CALLAO, THENCE 1.1
 KD0257'MILES SOUTH ALONG STATE HIGHWAY 3 TO THE SITE OF THE MARK, 32.8
 KD0257'FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY.
 KD0257'A BRONZE DISK SET IN THE TOP OF CONCRETE MONUMENT 32.8 FEET RT.
 KD0257'OF STATION 56+12 OF STATE HIGHWAY 3.
 KD0257
 KD0257                          STATION RECOVERY (1990)
 KD0257
 KD0257'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0257'MARK NOT FOUND.
 KD0257
 KD0257                          STATION RECOVERY (2002)
 KD0257
 KD0257'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 KD0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1897 ***********************************************************************
 JD1897  DESIGNATION -  H 199
 JD1897  PID         -  JD1897
 JD1897  STATE/COUNTY-  MO/JOHNSON
 JD1897  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1897
 JD1897                         *CURRENT SURVEY CONTROL
 JD1897  ___________________________________________________________________
 JD1897* NAD 83(1986)-  38 50 30.     (N)    093 44 26.     (W)     SCALED    
 JD1897* NAVD 88     -       243.501  (meters)     798.89   (feet)  ADJUSTED  
 JD1897  ___________________________________________________________________
 JD1897  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1897  DYNAMIC HT  -         243.339 (meters)     798.35  (feet)  COMP
 JD1897  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 JD1897
 JD1897  VERT ORDER  -  SECOND    CLASS 0
 JD1897
 JD1897.The horizontal coordinates were scaled from a topographic map and have
 JD1897.an estimated accuracy of +/- 6 seconds.
 JD1897
 JD1897.The orthometric height was determined by differential leveling
 JD1897.and adjusted by the National Geodetic Survey in June 1991..
 JD1897
 JD1897.The geoid height was determined by GEOID03.
 JD1897
 JD1897.The dynamic height is computed by dividing the NAVD 88
 JD1897.geopotential number by the normal gravity value computed on the
 JD1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1897.degrees latitude (g = 980.6199 gals.).
 JD1897
 JD1897.The modeled gravity was interpolated from observed gravity values.
 JD1897
 JD1897;                    North         East    Units  Estimated Accuracy
 JD1897;SPC MO W     -   297,150.      915,930.      MT  (+/- 180 meters Scaled)
 JD1897
 JD1897                          SUPERSEDED SURVEY CONTROL
 JD1897
 JD1897  NGVD 29 (??/??/92)  243.410  (m)          798.59   (f) ADJ UNCH    2 0
 JD1897
 JD1897.Superseded values are not recommended for survey control.
 JD1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1897.See file dsdata.txt to determine how the superseded data were derived.
 JD1897
 JD1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC357994(NAD 83)
 JD1897_MARKER: DB = BENCH MARK DISK
 JD1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1897_STAMPING: H 199 1945
 JD1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1897+STABILITY: SURFACE MOTION
 JD1897
 JD1897  HISTORY     - Date     Condition        Report By
 JD1897  HISTORY     - 1945     MONUMENTED       CGS
 JD1897  HISTORY     - 1946     GOOD             NGS
 JD1897  HISTORY     - 1963     GOOD             NGS
 JD1897
 JD1897                          STATION DESCRIPTION
 JD1897
 JD1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1897'5.9 MI N FROM WARRENSBURG.
 JD1897'ABOUT 5.9 MILES NORTH ALONG MISSOURI STATE HIGHWAY 13 FROM THE
 JD1897'CENTRAL MISSOURI STATE TEACHERS COLLEGE AT WARRENSBURG, AND AT
 JD1897'A TRACK ROAD LEADING EAST, 31 FEET EAST OF AND ABOUT LEVEL WITH
 JD1897'THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF THE CENTER LINE
 JD1897'OF THE TRACK ROAD, 13 FEET SOUTH OF A TELEPHONE POLE, 2 FEET
 JD1897'WEST OF THE RIGHT OF WAY FENCE, 2 FEET SOUTH OF A 4 X 4 MARKER
 JD1897'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 JD1897'PROJECTS 3 INCHES ABOVE THE GROUND.
 JD1897
 JD1897                          STATION RECOVERY (1963)
 JD1897
 JD1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0148 ***********************************************************************
 HE0148  DESIGNATION -  H 2 B 2
 HE0148  PID         -  HE0148
 HE0148  STATE/COUNTY-  MO/ST CLAIR
 HE0148  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0148
 HE0148                         *CURRENT SURVEY CONTROL
 HE0148  ___________________________________________________________________
 HE0148* NAD 83(1986)-  37 55 03.     (N)    094 00 15.     (W)     SCALED    
 HE0148* NAVD 88     -       288.164  (meters)     945.42   (feet)  ADJUSTED  
 HE0148  ___________________________________________________________________
 HE0148  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 HE0148  DYNAMIC HT  -         287.951 (meters)     944.72  (feet)  COMP
 HE0148  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 HE0148
 HE0148  VERT ORDER  -  SECOND    CLASS 0
 HE0148
 HE0148.The horizontal coordinates were scaled from a topographic map and have
 HE0148.an estimated accuracy of +/- 6 seconds.
 HE0148
 HE0148.The orthometric height was determined by differential leveling
 HE0148.and adjusted by the National Geodetic Survey in June 1991..
 HE0148
 HE0148.The geoid height was determined by GEOID03.
 HE0148
 HE0148.The dynamic height is computed by dividing the NAVD 88
 HE0148.geopotential number by the normal gravity value computed on the
 HE0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0148.degrees latitude (g = 980.6199 gals.).
 HE0148
 HE0148.The modeled gravity was interpolated from observed gravity values.
 HE0148
 HE0148;                    North         East    Units  Estimated Accuracy
 HE0148;SPC MO W     -   194,410.      893,600.      MT  (+/- 180 meters Scaled)
 HE0148
 HE0148                          SUPERSEDED SURVEY CONTROL
 HE0148
 HE0148  NGVD 29 (??/??/92)  288.06   (m)          945.1    (f) COMPUTED    2 0
 HE0148
 HE0148.Superseded values are not recommended for survey control.
 HE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0148.See file dsdata.txt to determine how the superseded data were derived.
 HE0148
 HE0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB117971(NAD 83)
 HE0148_MARKER: Z = SEE DESCRIPTION
 HE0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0148_SP_SET: TRIBRACH
 HE0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0148
 HE0148  HISTORY     - Date     Condition        Report By
 HE0148  HISTORY     - UNK      MONUMENTED       DOD
 HE0148  HISTORY     - 1963     GOOD             NGS
 HE0148
 HE0148                          STATION DESCRIPTION
 HE0148
 HE0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0148'4 MI N FROM ELDORADO SPRINGS.
 HE0148'ABOUT 2.25 MILE NORTH ALONG STATE HIGHWAY 82 FROM THE POST
 HE0148'OFFICE AT ELDORADO SPRINGS, THENCE 1.4 MILES NORTH ALONG STATE
 HE0148'ROAD H TO COMPLEX ON EAST SIDE OF ROAD, THENCE 0.1 MILE EAST
 HE0148'THROUGH COMPLEX TO A GATE, THENCE 0.3 MILE EAST-SOUTHEAST ACROSS
 HE0148'PASTURE TO THE WEST SLOPE OF A HILL, AND THE TOP SURFACE OVER
 HE0148'THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 HE0148'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0145 ***********************************************************************
 HE0145  DESIGNATION -  H 2 Z
 HE0145  PID         -  HE0145
 HE0145  STATE/COUNTY-  MO/ST CLAIR
 HE0145  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0145
 HE0145                         *CURRENT SURVEY CONTROL
 HE0145  ___________________________________________________________________
 HE0145* NAD 83(1986)-  37 55 39.     (N)    094 00 10.     (W)     SCALED    
 HE0145* NAVD 88     -       284.014  (meters)     931.80   (feet)  ADJUSTED  
 HE0145  ___________________________________________________________________
 HE0145  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HE0145  DYNAMIC HT  -         283.804 (meters)     931.11  (feet)  COMP
 HE0145  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 HE0145
 HE0145  VERT ORDER  -  SECOND    CLASS 0
 HE0145
 HE0145.The horizontal coordinates were scaled from a topographic map and have
 HE0145.an estimated accuracy of +/- 6 seconds.
 HE0145
 HE0145.The orthometric height was determined by differential leveling
 HE0145.and adjusted by the National Geodetic Survey in June 1991..
 HE0145
 HE0145.The geoid height was determined by GEOID03.
 HE0145
 HE0145.The dynamic height is computed by dividing the NAVD 88
 HE0145.geopotential number by the normal gravity value computed on the
 HE0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0145.degrees latitude (g = 980.6199 gals.).
 HE0145
 HE0145.The modeled gravity was interpolated from observed gravity values.
 HE0145
 HE0145;                    North         East    Units  Estimated Accuracy
 HE0145;SPC MO W     -   195,520.      893,710.      MT  (+/- 180 meters Scaled)
 HE0145
 HE0145                          SUPERSEDED SURVEY CONTROL
 HE0145
 HE0145  NGVD 29 (??/??/92)  283.91   (m)          931.5    (f) COMPUTED    2 0
 HE0145
 HE0145.Superseded values are not recommended for survey control.
 HE0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0145.See file dsdata.txt to determine how the superseded data were derived.
 HE0145
 HE0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB118982(NAD 83)
 HE0145_MARKER: DS = TRIANGULATION STATION DISK
 HE0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0145_STAMPING: H 2 Z 1962
 HE0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0145+STABILITY: SURFACE MOTION
 HE0145
 HE0145  HISTORY     - Date     Condition        Report By
 HE0145  HISTORY     - 1962     MONUMENTED       CGS
 HE0145  HISTORY     - 1963     GOOD             NGS
 HE0145
 HE0145                          STATION DESCRIPTION
 HE0145
 HE0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0145'4.6 MI NE FROM ELDORADO SPRINGS.
 HE0145'ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE
 HE0145'POST OFFICE AT ELDORADO SPRINGS, THENCE 1.95 MILES NORTH ALONG
 HE0145'STATE ROAD H, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, OR
 HE0145'5.2 MILES SOUTH ALONG STATE ROAD H FROM THE NORTH END OF A
 HE0145'BRIDGE OVER THE OSAGE RIVER AT TABERVILLE, ON THE CREST OF A
 HE0145'SMALL HILL, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20
 HE0145'FEET WEST OF H 2 Z R.M. 1, 43.7 FEET NORTH OF AND ACROSS THE
 HE0145'ROAD FROM H 2 Z R.M. 2, 44 FEET NORTH OF A METAL WITNESS POST,
 HE0145'3 1/2 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 HE0145'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0144 ***********************************************************************
 HE0144  DESIGNATION -  H 2 Z RM 1
 HE0144  PID         -  HE0144
 HE0144  STATE/COUNTY-  MO/ST CLAIR
 HE0144  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0144
 HE0144                         *CURRENT SURVEY CONTROL
 HE0144  ___________________________________________________________________
 HE0144* NAD 83(1986)-  37 55 39.     (N)    094 00 10.     (W)     SCALED    
 HE0144* NAVD 88     -       284.159  (meters)     932.28   (feet)  ADJUSTED  
 HE0144  ___________________________________________________________________
 HE0144  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HE0144  DYNAMIC HT  -         283.949 (meters)     931.59  (feet)  COMP
 HE0144  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 HE0144
 HE0144  VERT ORDER  -  SECOND    CLASS 0
 HE0144
 HE0144.The horizontal coordinates were scaled from a topographic map and have
 HE0144.an estimated accuracy of +/- 6 seconds.
 HE0144
 HE0144.The orthometric height was determined by differential leveling
 HE0144.and adjusted by the National Geodetic Survey in June 1991..
 HE0144
 HE0144.The geoid height was determined by GEOID03.
 HE0144
 HE0144.The dynamic height is computed by dividing the NAVD 88
 HE0144.geopotential number by the normal gravity value computed on the
 HE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0144.degrees latitude (g = 980.6199 gals.).
 HE0144
 HE0144.The modeled gravity was interpolated from observed gravity values.
 HE0144
 HE0144;                    North         East    Units  Estimated Accuracy
 HE0144;SPC MO W     -   195,520.      893,710.      MT  (+/- 180 meters Scaled)
 HE0144
 HE0144                          SUPERSEDED SURVEY CONTROL
 HE0144
 HE0144  NGVD 29 (??/??/92)  284.06   (m)          932.0    (f) COMPUTED    2 0
 HE0144
 HE0144.Superseded values are not recommended for survey control.
 HE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0144.See file dsdata.txt to determine how the superseded data were derived.
 HE0144
 HE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB118982(NAD 83)
 HE0144_MARKER: DR = REFERENCE MARK DISK
 HE0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0144_STAMPING: H 2 Z NO 1 1962
 HE0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0144+STABILITY: SURFACE MOTION
 HE0144
 HE0144  HISTORY     - Date     Condition        Report By
 HE0144  HISTORY     - 1962     MONUMENTED       CGS
 HE0144  HISTORY     - 1963     GOOD             NGS
 HE0144
 HE0144                          STATION DESCRIPTION
 HE0144
 HE0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0144'4.6 MI NE FROM ELDORADO SPRINGS.
 HE0144'ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE
 HE0144'POST OFFICE AT ELDORADO SPRINGS, THENCE 1.95 MILES NORTH ALONG
 HE0144'STATE ROAD H, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, OR
 HE0144'5.2 MILES SOUTH ALONG STATE ROAD H FROM THE NORTH END OF A BRIDGE
 HE0144'OVER THE OSAGE RIVER AT TABERVILLE, ON THE CREST OF A SMALL
 HE0144'HILL, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 HE0144'EAST OF H 2 Z 1962 TRIANGULATION STATION, 2 FEET SOUTH OF A
 HE0144'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HE0144'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0146 ***********************************************************************
 HE0146  DESIGNATION -  H 2 Z RM 2
 HE0146  PID         -  HE0146
 HE0146  STATE/COUNTY-  MO/ST CLAIR
 HE0146  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0146
 HE0146                         *CURRENT SURVEY CONTROL
 HE0146  ___________________________________________________________________
 HE0146* NAD 83(1986)-  37 55 39.     (N)    094 00 10.     (W)     SCALED    
 HE0146* NAVD 88     -       283.385  (meters)     929.74   (feet)  ADJUSTED  
 HE0146  ___________________________________________________________________
 HE0146  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HE0146  DYNAMIC HT  -         283.176 (meters)     929.05  (feet)  COMP
 HE0146  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 HE0146
 HE0146  VERT ORDER  -  SECOND    CLASS 0
 HE0146
 HE0146.The horizontal coordinates were scaled from a topographic map and have
 HE0146.an estimated accuracy of +/- 6 seconds.
 HE0146
 HE0146.The orthometric height was determined by differential leveling
 HE0146.and adjusted by the National Geodetic Survey in June 1991..
 HE0146
 HE0146.The geoid height was determined by GEOID03.
 HE0146
 HE0146.The dynamic height is computed by dividing the NAVD 88
 HE0146.geopotential number by the normal gravity value computed on the
 HE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0146.degrees latitude (g = 980.6199 gals.).
 HE0146
 HE0146.The modeled gravity was interpolated from observed gravity values.
 HE0146
 HE0146;                    North         East    Units  Estimated Accuracy
 HE0146;SPC MO W     -   195,520.      893,710.      MT  (+/- 180 meters Scaled)
 HE0146
 HE0146                          SUPERSEDED SURVEY CONTROL
 HE0146
 HE0146  NGVD 29 (??/??/92)  283.28   (m)          929.4    (f) COMPUTED    2 0
 HE0146
 HE0146.Superseded values are not recommended for survey control.
 HE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0146.See file dsdata.txt to determine how the superseded data were derived.
 HE0146
 HE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB118982(NAD 83)
 HE0146_MARKER: DR = REFERENCE MARK DISK
 HE0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0146_STAMPING: H 2 Z NO 2 1962
 HE0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0146+STABILITY: SURFACE MOTION
 HE0146
 HE0146  HISTORY     - Date     Condition        Report By
 HE0146  HISTORY     - 1962     MONUMENTED       CGS
 HE0146  HISTORY     - 1963     GOOD             NGS
 HE0146
 HE0146                          STATION DESCRIPTION
 HE0146
 HE0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0146'4.6 MI NE FROM ELDORADO SPRINGS.
 HE0146'ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE
 HE0146'POST OFFICE AT ELDORADO SPRINGS, THENCE 1.95 MILES NORTH ALONG
 HE0146'STATE ROAD H, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, OR
 HE0146'5.2 MILES SOUTH ALONG STATE ROAD H FROM THE NORTH END OF A
 HE0146'BRIDGE OVER THE OSAGE RIVER AT TABERVILLE, ON THE CREST OF A
 HE0146'SMALL HILL, 43.7 FEET SOUTH OF AND ACROSS THE ROAD FROM H 2 Z 1962
 HE0146'TRIANGULATION STATION, 11 FEET SOUTH OF THE CENTER LINE OF THE
 HE0146'ROAD, 1 FOOT NORTH OF A FENCE, 2.0 FEET EAST OF A METAL WITNESS
 HE0146'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0341 ***********************************************************************
 LF0341  DESIGNATION -  H 20
 LF0341  PID         -  LF0341
 LF0341  STATE/COUNTY-  MO/NODAWAY
 LF0341  USGS QUAD   -  BURLINGTON JUNCTION (1981)
 LF0341
 LF0341                         *CURRENT SURVEY CONTROL
 LF0341  ___________________________________________________________________
 LF0341* NAD 83(1986)-  40 26 38.     (N)    095 04 13.     (W)     SCALED    
 LF0341* NAVD 88     -       288.071  (meters)     945.11   (feet)  ADJUSTED  
 LF0341  ___________________________________________________________________
 LF0341  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LF0341  DYNAMIC HT  -         287.919 (meters)     944.61  (feet)  COMP
 LF0341  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 LF0341
 LF0341  VERT ORDER  -  FIRST     CLASS II
 LF0341
 LF0341.The horizontal coordinates were scaled from a topographic map and have
 LF0341.an estimated accuracy of +/- 6 seconds.
 LF0341
 LF0341.The orthometric height was determined by differential leveling
 LF0341.and adjusted by the National Geodetic Survey in June 1991..
 LF0341
 LF0341.The geoid height was determined by GEOID03.
 LF0341
 LF0341.The dynamic height is computed by dividing the NAVD 88
 LF0341.geopotential number by the normal gravity value computed on the
 LF0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0341.degrees latitude (g = 980.6199 gals.).
 LF0341
 LF0341.The modeled gravity was interpolated from observed gravity values.
 LF0341
 LF0341;                    North         East    Units  Estimated Accuracy
 LF0341;SPC MO W     -   474,910.      801,620.      MT  (+/- 180 meters Scaled)
 LF0341
 LF0341                          SUPERSEDED SURVEY CONTROL
 LF0341
 LF0341  NGVD 29 (??/??/92)  287.973  (m)          944.79   (f) ADJ UNCH    1 2
 LF0341
 LF0341.Superseded values are not recommended for survey control.
 LF0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0341.See file dsdata.txt to determine how the superseded data were derived.
 LF0341
 LF0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE244790(NAD 83)
 LF0341_MARKER: DB = BENCH MARK DISK
 LF0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0341_STAMPING: H 20 1933
 LF0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0341+STABILITY: SURFACE MOTION
 LF0341
 LF0341  HISTORY     - Date     Condition        Report By
 LF0341  HISTORY     - 1933     MONUMENTED       CGS
 LF0341  HISTORY     - 1960     GOOD             NGS
 LF0341
 LF0341                          STATION DESCRIPTION
 LF0341
 LF0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0341'AT BURLINGTON JUNCTION.
 LF0341'AT BURLINGTON JUNCTION, NODAWAY COUNTY, ON THE WABASH RAILWAY,
 LF0341'200 FEET EAST OF THE STATION AND THE CROSSING OF THE CHICAGO,
 LF0341'BURLINGTON AND QUINCY RAILROAD, 30 FEET NORTH OF THE WABASH
 LF0341'RAILWAY MAIN TRACK, AND 2 FEET EAST OF A CONCRETE WALK TO THE
 LF0341'STATION.  A STANDARD DISK, STAMPED H 20 1933 AND SET IN THE TOP
 LF0341'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1886 ***********************************************************************
 JD1886  DESIGNATION -  H 200
 JD1886  PID         -  JD1886
 JD1886  STATE/COUNTY-  MO/JOHNSON
 JD1886  USGS QUAD   -  KNOB NOSTER (1981)
 JD1886
 JD1886                         *CURRENT SURVEY CONTROL
 JD1886  ___________________________________________________________________
 JD1886* NAD 83(1986)-  38 50 39.     (N)    093 30 54.     (W)     SCALED    
 JD1886* NAVD 88     -       235.801  (meters)     773.62   (feet)  ADJUSTED  
 JD1886  ___________________________________________________________________
 JD1886  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1886  DYNAMIC HT  -         235.644 (meters)     773.11  (feet)  COMP
 JD1886  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 JD1886
 JD1886  VERT ORDER  -  SECOND    CLASS 0
 JD1886
 JD1886.The horizontal coordinates were scaled from a topographic map and have
 JD1886.an estimated accuracy of +/- 6 seconds.
 JD1886
 JD1886.The orthometric height was determined by differential leveling
 JD1886.and adjusted by the National Geodetic Survey in June 1991..
 JD1886.WARNING-Repeat measurements at this control monument indicate possible
 JD1886.vertical movement.
 JD1886
 JD1886.The geoid height was determined by GEOID03.
 JD1886
 JD1886.The dynamic height is computed by dividing the NAVD 88
 JD1886.geopotential number by the normal gravity value computed on the
 JD1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1886.degrees latitude (g = 980.6199 gals.).
 JD1886
 JD1886.The modeled gravity was interpolated from observed gravity values.
 JD1886
 JD1886;                    North         East    Units  Estimated Accuracy
 JD1886;SPC MO W     -   297,610.      935,510.      MT  (+/- 180 meters Scaled)
 JD1886
 JD1886                          SUPERSEDED SURVEY CONTROL
 JD1886
 JD1886  NGVD 29 (??/??/92)  235.715  (m)          773.34   (f) ADJ UNCH    2 0
 JD1886
 JD1886.Superseded values are not recommended for survey control.
 JD1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1886.See file dsdata.txt to determine how the superseded data were derived.
 JD1886
 JD1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC553996(NAD 83)
 JD1886_MARKER: DB = BENCH MARK DISK
 JD1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1886_STAMPING: H 200 1945
 JD1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1886+STABILITY: SURFACE MOTION
 JD1886
 JD1886  HISTORY     - Date     Condition        Report By
 JD1886  HISTORY     - 1945     MONUMENTED       CGS
 JD1886  HISTORY     - 1946     GOOD             NGS
 JD1886  HISTORY     - 1963     GOOD             NGS
 JD1886
 JD1886                          STATION DESCRIPTION
 JD1886
 JD1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1886'10.8 MI NE FROM MONTSERRAT.
 JD1886'ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JD1886'AT MONTSERRAT, THENCE 0.2 MILE EAST ALONG A GRAVEL ROAD, THENCE
 JD1886'2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.9 MILES EAST AND
 JD1886'NORTH ALONG A GRAVEL AND DIRT ROAD, THENCE 2.8 MILES EAST ALONG
 JD1886'A GRAVEL ROAD, THENCE 1.3 MILES NORTH ALONG A GRAVEL ROAD, THENCE
 JD1886'1.8 MILES EAST ALONG A GRAVEL ROAD, AND AT A ROAD INTERSECTION,
 JD1886'34 FEET SOUTH OF AND ABOUT 4 FEET HIGHER THAN THE CENTER LINE
 JD1886'OF THE EAST-WEST ROAD, 27 FEET EAST OF THE CENTER LINE OF THE
 JD1886'NORTH-SOUTH ROAD, 2 FEET SOUTH OF A 4 X 4 MARKER POST, 1 FOOT
 JD1886'WEST OF THE RIGHT OF WAY FENCE.  A BRONZE DISK SET IN THE TOP
 JD1886'OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 JD1886
 JD1886                          STATION RECOVERY (1963)
 JD1886
 JD1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0042 ***********************************************************************
 JD0042  DESIGNATION -  H 201
 JD0042  PID         -  JD0042
 JD0042  STATE/COUNTY-  MO/BOONE
 JD0042  USGS QUAD   -  COLUMBIA (1981)
 JD0042
 JD0042                         *CURRENT SURVEY CONTROL
 JD0042  ___________________________________________________________________
 JD0042* NAD 83(1986)-  38 58 03.     (N)    092 21 35.     (W)     SCALED    
 JD0042* NAVD 88     -       238.325  (meters)     781.90   (feet)  ADJUSTED  
 JD0042  ___________________________________________________________________
 JD0042  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD0042  DYNAMIC HT  -         238.168 (meters)     781.39  (feet)  COMP
 JD0042  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 JD0042
 JD0042  VERT ORDER  -  SECOND    CLASS 0
 JD0042
 JD0042.The horizontal coordinates were scaled from a topographic map and have
 JD0042.an estimated accuracy of +/- 6 seconds.
 JD0042
 JD0042.The orthometric height was determined by differential leveling
 JD0042.and adjusted by the National Geodetic Survey in June 1991..
 JD0042
 JD0042.The geoid height was determined by GEOID03.
 JD0042
 JD0042.The dynamic height is computed by dividing the NAVD 88
 JD0042.geopotential number by the normal gravity value computed on the
 JD0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0042.degrees latitude (g = 980.6199 gals.).
 JD0042
 JD0042.The modeled gravity was interpolated from observed gravity values.
 JD0042
 JD0042;                    North         East    Units  Estimated Accuracy
 JD0042;SPC MO C     -   347,830.      512,160.      MT  (+/- 180 meters Scaled)
 JD0042
 JD0042                          SUPERSEDED SURVEY CONTROL
 JD0042
 JD0042  NGVD 29 (??/??/92)  238.309  (m)          781.85   (f) ADJ UNCH    2 0
 JD0042
 JD0042.Superseded values are not recommended for survey control.
 JD0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0042.See file dsdata.txt to determine how the superseded data were derived.
 JD0042
 JD0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD554133(NAD 83)
 JD0042_MARKER: DB = BENCH MARK DISK
 JD0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0042_STAMPING: H 201 1946
 JD0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0042+STABILITY: SURFACE MOTION
 JD0042
 JD0042  HISTORY     - Date     Condition        Report By
 JD0042  HISTORY     - 1946     MONUMENTED       CGS
 JD0042  HISTORY     - 1968     GOOD             NGS
 JD0042
 JD0042                          STATION DESCRIPTION
 JD0042
 JD0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JD0042'2 MI W FROM COLUMBIA.
 JD0042'ABOUT 2.0 MILES WEST ALONG OLD U.S. HIGHWAY 40 FROM THE COUNTY
 JD0042'COURT HOUSE AT COLUMBIA, AT THE COLUMBIA MUNICIPAL AIRPORT, 94
 JD0042'FEET EAST OF THE SOUTHEAST CORNER OF THE F.A.A. OFFICE, 82
 JD0042'FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING
 JD0042'USED FOR MAINTENANCE WORK, 60 FEET NORTH OF THE CENTER OF OLD
 JD0042'U.S. HIGHWAY 40, 18 FEET WEST OF THE CENTER OF A DRIVEWAY, AND
 JD0042'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 JD0042'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0993 ***********************************************************************
 JC0993  DESIGNATION -  H 202
 JC0993  PID         -  JC0993
 JC0993  STATE/COUNTY-  MO/GASCONADE
 JC0993  USGS QUAD   -  GASCONADE (1974)
 JC0993
 JC0993                         *CURRENT SURVEY CONTROL
 JC0993  ___________________________________________________________________
 JC0993* NAD 83(1986)-  38 40 32.     (N)    091 36 44.     (W)     SCALED    
 JC0993* NAVD 88     -       159.189  (meters)     522.27   (feet)  POSTED    
 JC0993  ___________________________________________________________________
 JC0993  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JC0993  DYNAMIC HT  -         159.080 (meters)     521.91  (feet)  COMP
 JC0993  MODELED GRAV-     979,967.7   (mgal)                       NAVD 88
 JC0993
 JC0993  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JC0993
 JC0993.The horizontal coordinates were scaled from a topographic map and have
 JC0993.an estimated accuracy of +/- 6 seconds.
 JC0993
 JC0993.The orthometric height was determined by differential leveling
 JC0993.and adjusted by the National Geodetic Survey in 1992..
 JC0993.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JC0993.rate of 0.0 thru 1.0 mm/km.
 JC0993
 JC0993.The geoid height was determined by GEOID03.
 JC0993
 JC0993.The dynamic height is computed by dividing the NAVD 88
 JC0993.geopotential number by the normal gravity value computed on the
 JC0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0993.degrees latitude (g = 980.6199 gals.).
 JC0993
 JC0993.The modeled gravity was interpolated from observed gravity values.
 JC0993
 JC0993;                    North         East    Units  Estimated Accuracy
 JC0993;SPC MO E     -   316,000.      153,220.      MT  (+/- 180 meters Scaled)
 JC0993
 JC0993                          SUPERSEDED SURVEY CONTROL
 JC0993
 JC0993  NGVD 29 (??/??/92)  159.207  (m)          522.33   (f) ADJ UNCH    1 2
 JC0993
 JC0993.Superseded values are not recommended for survey control.
 JC0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0993.See file dsdata.txt to determine how the superseded data were derived.
 JC0993
 JC0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC207816(NAD 83)
 JC0993_MARKER: DB = BENCH MARK DISK
 JC0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0993_SP_SET: CULVERT
 JC0993_STAMPING: H 202 1946
 JC0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0993
 JC0993  HISTORY     - Date     Condition        Report By
 JC0993  HISTORY     - 1946     MONUMENTED       CGS
 JC0993  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0993
 JC0993                          STATION DESCRIPTION
 JC0993
 JC0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0993'1.2 MI E FROM MORRISON.
 JC0993'ABOUT 1.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0993'STATION AT MORRISON, AT A ROAD CROSSING ABOUT THREE POLES EAST OF
 JC0993'MILE POST 91-30, ABOUT 30 YARDS WEST OF THE CENTER LINE OF THE
 JC0993'ROAD, 15.0 FEET NORTH OF AND ABOUT 4.0 FEET LOWER THAN THE CENTER
 JC0993'LINE OF THE NORTH TRACK, ON TOP OF THE WEST END OF THE NORTH
 JC0993'HEADWALL OF A CONCRETE CULVERT.  A BRONZE BENCH MARK DISK SET IN A
 JC0993'DRILL HOLE IN CONCRETE.
 JC0993
 JC0993                          STATION RECOVERY (1986)
 JC0993
 JC0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0508 ***********************************************************************
 JC0508  DESIGNATION -  H 203
 JC0508  PID         -  JC0508
 JC0508  STATE/COUNTY-  MO/FRANKLIN
 JC0508  USGS QUAD   -  WASHINGTON EAST (1972)
 JC0508
 JC0508                         *CURRENT SURVEY CONTROL
 JC0508  ___________________________________________________________________
 JC0508* NAD 83(1986)-  38 32 53.     (N)    090 58 58.     (W)     SCALED    
 JC0508* NAVD 88     -       150.006  (meters)     492.14   (feet)  ADJUSTED  
 JC0508  ___________________________________________________________________
 JC0508  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JC0508  DYNAMIC HT  -         149.910 (meters)     491.83  (feet)  COMP
 JC0508  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 JC0508
 JC0508  VERT ORDER  -  FIRST     CLASS II
 JC0508
 JC0508.The horizontal coordinates were scaled from a topographic map and have
 JC0508.an estimated accuracy of +/- 6 seconds.
 JC0508
 JC0508.The orthometric height was determined by differential leveling
 JC0508.and adjusted by the National Geodetic Survey in June 1991..
 JC0508
 JC0508.The geoid height was determined by GEOID03.
 JC0508
 JC0508.The dynamic height is computed by dividing the NAVD 88
 JC0508.geopotential number by the normal gravity value computed on the
 JC0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0508.degrees latitude (g = 980.6199 gals.).
 JC0508
 JC0508.The modeled gravity was interpolated from observed gravity values.
 JC0508
 JC0508;                    North         East    Units  Estimated Accuracy
 JC0508;SPC MO E     -   301,370.      207,920.      MT  (+/- 180 meters Scaled)
 JC0508
 JC0508                          SUPERSEDED SURVEY CONTROL
 JC0508
 JC0508  NGVD 29 (??/??/92)  150.076  (m)          492.37   (f) ADJ UNCH    1 2
 JC0508
 JC0508.Superseded values are not recommended for survey control.
 JC0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0508.See file dsdata.txt to determine how the superseded data were derived.
 JC0508
 JC0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC757685(NAD 83)
 JC0508_MARKER: DB = BENCH MARK DISK
 JC0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0508_SP_SET: SEMAPHORE
 JC0508_STAMPING: H 203 1946
 JC0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0508
 JC0508  HISTORY     - Date     Condition        Report By
 JC0508  HISTORY     - 1946     MONUMENTED       CGS
 JC0508  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0508
 JC0508                          STATION DESCRIPTION
 JC0508
 JC0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0508'1.8 MI E FROM WASHINGTON.
 JC0508'1.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0508'STATION AT WASHINGTON, ABOUT FOUR POLES EAST OF MILE POST 50,
 JC0508'10.0 FEET NORTH OF AND ABOUT 2.0 FEET HIGHER THAN THE CENTER
 JC0508'LINE OF THE NORTH TRACK, ON TOP OF THE CENTER OF THE SOUTH SIDE
 JC0508'OF THE NORTH CONCRETE BASE FOR SEMAPHORE NO. 499R.  A BRONZE
 JC0508'BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 JC0508
 JC0508                          STATION RECOVERY (1986)
 JC0508
 JC0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0491 ***********************************************************************
 JC0491  DESIGNATION -  H 204
 JC0491  PID         -  JC0491
 JC0491  STATE/COUNTY-  MO/ST LOUIS
 JC0491  USGS QUAD   -  MANCHESTER (1993)
 JC0491
 JC0491                         *CURRENT SURVEY CONTROL
 JC0491  ___________________________________________________________________
 JC0491* NAD 83(1986)-  38 31 12.     (N)    090 36 49.     (W)     SCALED    
 JC0491* NAVD 88     -       140.700  (meters)     461.61   (feet)  ADJUSTED  
 JC0491  ___________________________________________________________________
 JC0491  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JC0491  DYNAMIC HT  -         140.609 (meters)     461.31  (feet)  COMP
 JC0491  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 JC0491
 JC0491  VERT ORDER  -  FIRST     CLASS I
 JC0491
 JC0491.The horizontal coordinates were scaled from a topographic map and have
 JC0491.an estimated accuracy of +/- 6 seconds.
 JC0491
 JC0491.The orthometric height was determined by differential leveling
 JC0491.and adjusted by the National Geodetic Survey in June 1991..
 JC0491
 JC0491.The geoid height was determined by GEOID03.
 JC0491
 JC0491.The dynamic height is computed by dividing the NAVD 88
 JC0491.geopotential number by the normal gravity value computed on the
 JC0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0491.degrees latitude (g = 980.6199 gals.).
 JC0491
 JC0491.The modeled gravity was interpolated from observed gravity values.
 JC0491
 JC0491;                    North         East    Units  Estimated Accuracy
 JC0491;SPC MO E     -   298,160.      240,090.      MT  (+/- 180 meters Scaled)
 JC0491
 JC0491                          SUPERSEDED SURVEY CONTROL
 JC0491
 JC0491  NGVD 29 (??/??/92)  140.786  (m)          461.90   (f) ADJ UNCH    1 1
 JC0491
 JC0491.Superseded values are not recommended for survey control.
 JC0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0491.See file dsdata.txt to determine how the superseded data were derived.
 JC0491
 JC0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC080662(NAD 83)
 JC0491_MARKER: DB = BENCH MARK DISK
 JC0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0491_SP_SET: BRIDGE ABUTMENT
 JC0491_STAMPING: H 204 1946
 JC0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0491
 JC0491  HISTORY     - Date     Condition        Report By
 JC0491  HISTORY     - 1946     MONUMENTED       CGS
 JC0491  HISTORY     - 1969     GOOD             NGS
 JC0491  HISTORY     - 19910427 GOOD             USPSQD
 JC0491  HISTORY     - 19940511 GOOD             USPSQD
 JC0491  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 JC0491
 JC0491                          STATION DESCRIPTION
 JC0491
 JC0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0491'1.7 MI NE FROM EUREKA.
 JC0491'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0491'FROM THE CROSSING OF MAIN STREET AT EUREKA, NEAR MILEPOLE 26-10,
 JC0491'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT
 JC0491'TO THE RAILROAD BRIDGE OVER THE MERAMEC RIVER, 8 FEET SOUTHEAST
 JC0491'OF THE SOUTHEAST RAIL OF THE EASTBOUND TRACK AND 1 FOOT BELOW THE
 JC0491'LEVEL OF THE TRACK.  SEC 30, T44N, R4E.
 JC0491
 JC0491                          STATION RECOVERY (1991)
 JC0491
 JC0491'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0491'RECOVERED IN GOOD CONDITION.
 JC0491
 JC0491                          STATION RECOVERY (1994)
 JC0491
 JC0491'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0491'RECOVERED IN GOOD CONDITION.
 JC0491
 JC0491                          STATION RECOVERY (1995)
 JC0491
 JC0491'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0216 ***********************************************************************
 JC0216  DESIGNATION -  H 205
 JC0216  PID         -  JC0216
 JC0216  STATE/COUNTY-  MO/ST LOUIS
 JC0216  USGS QUAD   -  WEBSTER GROVES (1993)
 JC0216
 JC0216                         *CURRENT SURVEY CONTROL
 JC0216  ___________________________________________________________________
 JC0216* NAD 83(1986)-  38 35 38.     (N)    090 21 49.     (W)     SCALED    
 JC0216* NAVD 88     -       167.345  (meters)     549.03   (feet)  ADJUSTED  
 JC0216  ___________________________________________________________________
 JC0216  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JC0216  DYNAMIC HT  -         167.237 (meters)     548.68  (feet)  COMP
 JC0216  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 JC0216
 JC0216  VERT ORDER  -  FIRST     CLASS I
 JC0216
 JC0216.The horizontal coordinates were scaled from a topographic map and have
 JC0216.an estimated accuracy of +/- 6 seconds.
 JC0216
 JC0216.The orthometric height was determined by differential leveling
 JC0216.and adjusted by the National Geodetic Survey in June 1991..
 JC0216
 JC0216.The geoid height was determined by GEOID03.
 JC0216
 JC0216.The dynamic height is computed by dividing the NAVD 88
 JC0216.geopotential number by the normal gravity value computed on the
 JC0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0216.degrees latitude (g = 980.6199 gals.).
 JC0216
 JC0216.The modeled gravity was interpolated from observed gravity values.
 JC0216
 JC0216;                    North         East    Units  Estimated Accuracy
 JC0216;SPC MO E     -   306,360.      261,880.      MT  (+/- 180 meters Scaled)
 JC0216
 JC0216                          SUPERSEDED SURVEY CONTROL
 JC0216
 JC0216  NGVD 29 (??/??/92)  167.448  (m)          549.37   (f) ADJ UNCH    1 1
 JC0216
 JC0216.Superseded values are not recommended for survey control.
 JC0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0216.See file dsdata.txt to determine how the superseded data were derived.
 JC0216
 JC0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC296750(NAD 83)
 JC0216_MARKER: DB = BENCH MARK DISK
 JC0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0216_STAMPING: H 205 1946
 JC0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0216+STABILITY: SURFACE MOTION
 JC0216
 JC0216  HISTORY     - Date     Condition        Report By
 JC0216  HISTORY     - 1946     MONUMENTED       CGS
 JC0216  HISTORY     - 1969     GOOD             NGS
 JC0216  HISTORY     - 19940511 MARK NOT FOUND   USPSQD
 JC0216  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 JC0216
 JC0216                          STATION DESCRIPTION
 JC0216
 JC0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0216'AT WEBSTER GROVE.
 JC0216'AT WEBSTER GROVE, ABOUT 0.25 MILE SOUTHWEST ALONG THE MISSOURI
 JC0216'PACIFIC RAILROAD FROM THE STATION, 105 FEET NORTHEAST OF THE
 JC0216'CENTER OF THE CROSSING OF ROCK HILL ROAD AND THE WESTBOUND TRACK,
 JC0216'28.4 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 30 FEET
 JC0216'SOUTH OF THE CENTER LINE OF PACIFIC AVENUE, 6 FEET SOUTHEAST OF
 JC0216'MILEPOST 10-17, ON TOP OF THE WEST END OF A SHORT CUT, 82 FEET
 JC0216'SOUTHEAST OF AND ACROSS PACIFIC AVENUE FROM A FIRE HYDRANT, 5 FEET
 JC0216'SOUTHEAST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 JC0216'TRACK AND SET IN THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND.
 JC0216
 JC0216                          STATION RECOVERY (1994)
 JC0216
 JC0216'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0216'MARK NOT FOUND.
 JC0216
 JC0216                          STATION RECOVERY (1995)
 JC0216
 JC0216'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0463 ***********************************************************************
 LF0463  DESIGNATION -  H 206
 LF0463  PID         -  LF0463
 LF0463  STATE/COUNTY-  MO/HOLT
 LF0463  USGS QUAD   -  RULO (1965)
 LF0463
 LF0463                         *CURRENT SURVEY CONTROL
 LF0463  ___________________________________________________________________
 LF0463* NAD 83(1986)-  40 05 57.     (N)    095 22 42.     (W)     SCALED    
 LF0463* NAVD 88     -       263.359  (meters)     864.04   (feet)  ADJUSTED  
 LF0463  ___________________________________________________________________
 LF0463  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 LF0463  DYNAMIC HT  -         263.215 (meters)     863.56  (feet)  COMP
 LF0463  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 LF0463
 LF0463  VERT ORDER  -  SECOND    CLASS 0
 LF0463
 LF0463.The horizontal coordinates were scaled from a topographic map and have
 LF0463.an estimated accuracy of +/- 6 seconds.
 LF0463
 LF0463.The orthometric height was determined by differential leveling
 LF0463.and adjusted by the National Geodetic Survey in June 1991..
 LF0463
 LF0463.The geoid height was determined by GEOID03.
 LF0463
 LF0463.The dynamic height is computed by dividing the NAVD 88
 LF0463.geopotential number by the normal gravity value computed on the
 LF0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0463.degrees latitude (g = 980.6199 gals.).
 LF0463
 LF0463.The modeled gravity was interpolated from observed gravity values.
 LF0463
 LF0463;                    North         East    Units  Estimated Accuracy
 LF0463;SPC MO W     -   436,850.      775,110.      MT  (+/- 180 meters Scaled)
 LF0463
 LF0463                          SUPERSEDED SURVEY CONTROL
 LF0463
 LF0463  NGVD 29 (??/??/92)  263.298  (m)          863.84   (f) ADJ UNCH    2 0
 LF0463
 LF0463.Superseded values are not recommended for survey control.
 LF0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0463.See file dsdata.txt to determine how the superseded data were derived.
 LF0463
 LF0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE972414(NAD 83)
 LF0463_MARKER: DB = BENCH MARK DISK
 LF0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0463_STAMPING: H 206 1948
 LF0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0463+STABILITY: SURFACE MOTION
 LF0463
 LF0463  HISTORY     - Date     Condition        Report By
 LF0463  HISTORY     - 1948     MONUMENTED       CGS
 LF0463  HISTORY     - 1965     MARK NOT FOUND   USGS
 LF0463
 LF0463                          STATION DESCRIPTION
 LF0463
 LF0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0463'5.4 MI WSW FROM BIGELOW.
 LF0463'3.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE AT
 LF0463'BIGELOW, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 159, THENCE 0.75
 LF0463'MILE SOUTH ALONG A DIRT ROAD, THENCE 0.35 MILE WEST ALONG A
 LF0463'PRIVATE ROAD, 28.3 FEET WEST OF THE SOUTHWEST CORNER OF A FARMHOME
 LF0463'OCCUPIED BY EUGENE TUBBS, 55.0 FEET NORTH OF THE CENTER LINE OF THE
 LF0463'ROAD, 42.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE,
 LF0463'1.5 FEET WEST OF A BOARD FENCE, SET IN THE TOP OF A CONCRETE POST
 LF0463'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- THE FARMHOME IS
 LF0463'NOT OCCUPIED NOW.  A NEW CORN CRIB WITH A CONCRETE FOUNDATION IS
 LF0463'BEING BUILT.  THE MARK IS 62.5 FEET SOUTH SOUTHEAST OF THE NORTHEAST
 LF0463'CORNER OF THE CONCRETE FOUNDATION FOR THE NEW CORN CRIB.  THE BOARD
 LF0463'FENCE DESCRIBED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED.
 LF0463'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 LF0463
 LF0463                          STATION RECOVERY (1965)
 LF0463
 LF0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LF0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0686 ***********************************************************************
 LF0686  DESIGNATION -  H 208
 LF0686  PID         -  LF0686
 LF0686  STATE/COUNTY-  MO/ATCHISON
 LF0686  USGS QUAD   -  NEMAHA (1966)
 LF0686
 LF0686                         *CURRENT SURVEY CONTROL
 LF0686  ___________________________________________________________________
 LF0686* NAD 83(1986)-  40 19 39.     (N)    095 37 33.     (W)     SCALED    
 LF0686* NAVD 88     -       270.168  (meters)     886.38   (feet)  ADJUSTED  
 LF0686  ___________________________________________________________________
 LF0686  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LF0686  DYNAMIC HT  -         270.025 (meters)     885.91  (feet)  COMP
 LF0686  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 LF0686
 LF0686  VERT ORDER  -  SECOND    CLASS 0
 LF0686
 LF0686.The horizontal coordinates were scaled from a topographic map and have
 LF0686.an estimated accuracy of +/- 6 seconds.
 LF0686
 LF0686.The orthometric height was determined by differential leveling
 LF0686.and adjusted by the National Geodetic Survey in June 1991..
 LF0686
 LF0686.The geoid height was determined by GEOID03.
 LF0686
 LF0686.The dynamic height is computed by dividing the NAVD 88
 LF0686.geopotential number by the normal gravity value computed on the
 LF0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0686.degrees latitude (g = 980.6199 gals.).
 LF0686
 LF0686.The modeled gravity was interpolated from observed gravity values.
 LF0686
 LF0686;                    North         East    Units  Estimated Accuracy
 LF0686;SPC MO W     -   462,440.      754,330.      MT  (+/- 180 meters Scaled)
 LF0686
 LF0686                          SUPERSEDED SURVEY CONTROL
 LF0686
 LF0686  NGVD 29 (??/??/92)  270.082  (m)          886.09   (f) ADJ UNCH    2 0
 LF0686
 LF0686.Superseded values are not recommended for survey control.
 LF0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0686.See file dsdata.txt to determine how the superseded data were derived.
 LF0686
 LF0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE769674(NAD 83)
 LF0686_MARKER: DB = BENCH MARK DISK
 LF0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0686_STAMPING: H 208 1948
 LF0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0686+STABILITY: SURFACE MOTION
 LF0686
 LF0686  HISTORY     - Date     Condition        Report By
 LF0686  HISTORY     - 1948     MONUMENTED       CGS
 LF0686  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF0686
 LF0686                          STATION DESCRIPTION
 LF0686
 LF0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0686'4.2 MI SW FROM LANGDON.
 LF0686'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0686'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 0.8 MILE SOUTH
 LF0686'ALONG A PAVED ROAD, THENCE 0.4 MILE WEST ALONG A PAVED ROAD,
 LF0686'THENCE 1.3 MILES SOUTHWESTERLY ALONG A DIKE ROAD, AT A T-ROAD,
 LF0686'77.0 FEET SOUTH OF THE CENTER LINE OF THE DIKE ROAD, 10.0 FEET
 LF0686'WEST OF THE CENTER LINE OF A FIELD ROAD LEADING SOUTH ALONG THE
 LF0686'WEST END OF A CULTIVATED FIELD, 1.0 FOOT EAST OF A NORTH-SOUTH
 LF0686'FENCE, 6.0 FEET SOUTH OF A SOUTH GATE POST, 1.2 FEET NORTH OF A
 LF0686'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 LF0686'FOOT ABOVE THE GROUND.  NOTE-- THIS MARK WAS NOT RECOVERED AS
 LF0686'THE 1952 FLOOD HIT THIS AREA AND A NEW DIKE OR LEVEE HAS BEEN
 LF0686'BUILT.
 LF0686
 LF0686                          STATION RECOVERY (1961)
 LF0686
 LF0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0812 ***********************************************************************
 LF0812  DESIGNATION -  H 209
 LF0812  PID         -  LF0812
 LF0812  STATE/COUNTY-  MO/ATCHISON
 LF0812  USGS QUAD   -  HAMBURG (1984)
 LF0812
 LF0812                         *CURRENT SURVEY CONTROL
 LF0812  ___________________________________________________________________
 LF0812* NAD 83(1986)-  40 34 41.     (N)    095 37 50.     (W)     SCALED    
 LF0812* NAVD 88     -       287.051  (meters)     941.77   (feet)  ADJUSTED  
 LF0812  ___________________________________________________________________
 LF0812  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LF0812  DYNAMIC HT  -         286.898 (meters)     941.26  (feet)  COMP
 LF0812  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 LF0812
 LF0812  VERT ORDER  -  FIRST     CLASS II
 LF0812
 LF0812.The horizontal coordinates were scaled from a topographic map and have
 LF0812.an estimated accuracy of +/- 6 seconds.
 LF0812
 LF0812.The orthometric height was determined by differential leveling
 LF0812.and adjusted by the National Geodetic Survey in June 1991..
 LF0812
 LF0812.The geoid height was determined by GEOID03.
 LF0812
 LF0812.The dynamic height is computed by dividing the NAVD 88
 LF0812.geopotential number by the normal gravity value computed on the
 LF0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0812.degrees latitude (g = 980.6199 gals.).
 LF0812
 LF0812.The modeled gravity was interpolated from observed gravity values.
 LF0812
 LF0812;                    North         East    Units  Estimated Accuracy
 LF0812;SPC MO W     -   490,270.      754,280.      MT  (+/- 180 meters Scaled)
 LF0812
 LF0812                          SUPERSEDED SURVEY CONTROL
 LF0812
 LF0812  NGVD 29 (??/??/92)  286.954  (m)          941.45   (f) ADJ UNCH    1 2
 LF0812
 LF0812.Superseded values are not recommended for survey control.
 LF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0812.See file dsdata.txt to determine how the superseded data were derived.
 LF0812
 LF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE773952(NAD 83)
 LF0812_MARKER: DB = BENCH MARK DISK
 LF0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0812_STAMPING: H 209 1948
 LF0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0812+STABILITY: SURFACE MOTION
 LF0812
 LF0812  HISTORY     - Date     Condition        Report By
 LF0812  HISTORY     - 1948     MONUMENTED       CGS
 LF0812  HISTORY     - 1961     GOOD             NGS
 LF0812  HISTORY     - 1976     MARK NOT FOUND   USGS
 LF0812
 LF0812                          STATION DESCRIPTION
 LF0812
 LF0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0812'2.1 MI SE FROM HAMBURG.
 LF0812'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 275 FROM THE STEEL
 LF0812'BRIDGE OVER THE NISHNABOTNA RIVER ON THE EAST EDGE OF HAMBURG,
 LF0812'THENCE 0.1 MILE EAST ALONG A PRIVATE ROAD, 132.0 FEET SOUTHEAST
 LF0812'OF THE SOUTH CORNER OF THE FARMHOUSE, 75.0 FEET SOUTHEAST OF THE
 LF0812'CENTER LINE OF A GRAVEL DRIVE LEADING TO A GARAGE, 41.0 FEET
 LF0812'SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST AND UP
 LF0812'A HILL, 10.8 FEET SOUTH OF A WELL PUMP, 4.4 FEET NORTH OF AN
 LF0812'EAST-WEST FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE
 LF0812'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 LF0812'NOTE-- THE EAST-WEST FENCE AND WITNESS POST ARE GONE, AND THE MARK
 LF0812'IS 4 INCHES BELOW THE GROUND.
 LF0812
 LF0812                          STATION RECOVERY (1961)
 LF0812
 LF0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0812'RECOVERED IN GOOD CONDITION.
 LF0812
 LF0812                          STATION RECOVERY (1976)
 LF0812
 LF0812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LF0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1455 ***********************************************************************
 JD1455  DESIGNATION -  H 21
 JD1455  PID         -  JD1455
 JD1455  STATE/COUNTY-  MO/HENRY
 JD1455  USGS QUAD   -  CALHOUN EAST (1981)
 JD1455
 JD1455                         *CURRENT SURVEY CONTROL
 JD1455  ___________________________________________________________________
 JD1455* NAD 83(1986)-  38 28 24.     (N)    093 36 23.     (W)     SCALED    
 JD1455* NAVD 88     -       238.665  (meters)     783.02   (feet)  ADJUSTED  
 JD1455  ___________________________________________________________________
 JD1455  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JD1455  DYNAMIC HT  -         238.500 (meters)     782.48  (feet)  COMP
 JD1455  MODELED GRAV-     979,931.3   (mgal)                       NAVD 88
 JD1455
 JD1455  VERT ORDER  -  SECOND    CLASS 0
 JD1455
 JD1455.The horizontal coordinates were scaled from a topographic map and have
 JD1455.an estimated accuracy of +/- 6 seconds.
 JD1455
 JD1455.The orthometric height was determined by differential leveling
 JD1455.and adjusted by the National Geodetic Survey in June 1991..
 JD1455
 JD1455.The geoid height was determined by GEOID03.
 JD1455
 JD1455.The dynamic height is computed by dividing the NAVD 88
 JD1455.geopotential number by the normal gravity value computed on the
 JD1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1455.degrees latitude (g = 980.6199 gals.).
 JD1455
 JD1455.The modeled gravity was interpolated from observed gravity values.
 JD1455
 JD1455;                    North         East    Units  Estimated Accuracy
 JD1455;SPC MO W     -   256,370.      927,980.      MT  (+/- 180 meters Scaled)
 JD1455
 JD1455                          SUPERSEDED SURVEY CONTROL
 JD1455
 JD1455  NGVD 29 (??/??/92)  238.551  (m)          782.65   (f) ADJ UNCH    2 0
 JD1455
 JD1455.Superseded values are not recommended for survey control.
 JD1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1455.See file dsdata.txt to determine how the superseded data were derived.
 JD1455
 JD1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC471585(NAD 83)
 JD1455_MARKER: DB = BENCH MARK DISK
 JD1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1455_STAMPING: H 21 1934
 JD1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1455+STABILITY: SURFACE MOTION
 JD1455
 JD1455  HISTORY     - Date     Condition        Report By
 JD1455  HISTORY     - 1934     MONUMENTED       CGS
 JD1455  HISTORY     - 1962     GOOD             NGS
 JD1455  HISTORY     - 1963     GOOD             NGS
 JD1455
 JD1455                          STATION DESCRIPTION
 JD1455
 JD1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1455'1.2 MI NE FROM CALHOUN.
 JD1455'ABOUT 1.25 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1455'RAILROAD FROM THE STATION AT CALHOUN, 52 FEET EAST OF THE
 JD1455'EAST EDGE AND BELOW THE STATE HIGHWAY 52 OVERPASS, 32 FEET
 JD1455'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL, 15 FEET NORTH-NORTHWEST
 JD1455'OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE RAIL, AND SET
 JD1455'IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
 JD1455
 JD1455                          STATION RECOVERY (1963)
 JD1455
 JD1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0373 ***********************************************************************
 LF0373  DESIGNATION -  H 210
 LF0373  PID         -  LF0373
 LF0373  STATE/COUNTY-  MO/HOLT
 LF0373  USGS QUAD   -  CRAIG (1981)
 LF0373
 LF0373                         *CURRENT SURVEY CONTROL
 LF0373  ___________________________________________________________________
 LF0373* NAD 83(1986)-  40 10 07.     (N)    095 20 34.     (W)     SCALED    
 LF0373* NAVD 88     -       263.292  (meters)     863.82   (feet)  ADJUSTED  
 LF0373  ___________________________________________________________________
 LF0373  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 LF0373  DYNAMIC HT  -         263.149 (meters)     863.35  (feet)  COMP
 LF0373  MODELED GRAV-     980,075.5   (mgal)                       NAVD 88
 LF0373
 LF0373  VERT ORDER  -  FIRST     CLASS II
 LF0373
 LF0373.The horizontal coordinates were scaled from a topographic map and have
 LF0373.an estimated accuracy of +/- 6 seconds.
 LF0373
 LF0373.The orthometric height was determined by differential leveling
 LF0373.and adjusted by the National Geodetic Survey in June 1991..
 LF0373
 LF0373.The geoid height was determined by GEOID03.
 LF0373
 LF0373.The dynamic height is computed by dividing the NAVD 88
 LF0373.geopotential number by the normal gravity value computed on the
 LF0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0373.degrees latitude (g = 980.6199 gals.).
 LF0373
 LF0373.The modeled gravity was interpolated from observed gravity values.
 LF0373
 LF0373;                    North         East    Units  Estimated Accuracy
 LF0373;SPC MO W     -   444,530.      778,210.      MT  (+/- 180 meters Scaled)
 LF0373
 LF0373                          SUPERSEDED SURVEY CONTROL
 LF0373
 LF0373  NGVD 29 (??/??/92)  263.216  (m)          863.57   (f) ADJ UNCH    1 2
 LF0373
 LF0373.Superseded values are not recommended for survey control.
 LF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0373.See file dsdata.txt to determine how the superseded data were derived.
 LF0373
 LF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE005491(NAD 83)
 LF0373_MARKER: DB = BENCH MARK DISK
 LF0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0373_STAMPING: H 210 1948
 LF0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0373+STABILITY: SURFACE MOTION
 LF0373
 LF0373  HISTORY     - Date     Condition        Report By
 LF0373  HISTORY     - 1948     MONUMENTED       CGS
 LF0373  HISTORY     - 1959     MARK NOT FOUND   NGS
 LF0373  HISTORY     - 1975     MARK NOT FOUND   USGS
 LF0373
 LF0373                          STATION DESCRIPTION
 LF0373
 LF0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0373'2.3 MI SE FROM CRAIG.
 LF0373'2.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0373'RAILROAD FROM THE STATION AT CRAIG, AT A PUBLIC ROAD CROSSING,
 LF0373'188.8 FEET SOUTH-SOUTHEAST OF MILEPOST NO. 107, 241.0 FEET
 LF0373'WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 158.6 FEET
 LF0373'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 14.5 FEET WEST
 LF0373'OF A 10-INCH LONE TREE, 0.7 FOOT NORTH OF A EAST-WEST FENCE,
 LF0373'1.7 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF0373'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THE LONE
 LF0373'TREE AND THE FENCE LINE HAVE BEEN REMOVED AND THE LAND IS BEING
 LF0373'CULTIVATED.
 LF0373
 LF0373                          STATION RECOVERY (1959)
 LF0373
 LF0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0373'MARK NOT FOUND.
 LF0373
 LF0373                          STATION RECOVERY (1975)
 LF0373
 LF0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1003 ***********************************************************************
 LF1003  DESIGNATION -  H 211
 LF1003  PID         -  LF1003
 LF1003  STATE/COUNTY-  MO/ATCHISON
 LF1003  USGS QUAD   -  HAMBURG (1984)
 LF1003
 LF1003                         *CURRENT SURVEY CONTROL
 LF1003  ___________________________________________________________________
 LF1003* NAD 83(1986)-  40 33 49.     (N)    095 42 57.     (W)     SCALED    
 LF1003* NAVD 88     -       276.728  (meters)     907.90   (feet)  ADJUSTED  
 LF1003  ___________________________________________________________________
 LF1003  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LF1003  DYNAMIC HT  -         276.582 (meters)     907.42  (feet)  COMP
 LF1003  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 LF1003
 LF1003  VERT ORDER  -  SECOND    CLASS 0
 LF1003
 LF1003.The horizontal coordinates were scaled from a topographic map and have
 LF1003.an estimated accuracy of +/- 6 seconds.
 LF1003
 LF1003.The orthometric height was determined by differential leveling
 LF1003.and adjusted by the National Geodetic Survey in June 1991..
 LF1003
 LF1003.The geoid height was determined by GEOID03.
 LF1003
 LF1003.The dynamic height is computed by dividing the NAVD 88
 LF1003.geopotential number by the normal gravity value computed on the
 LF1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1003.degrees latitude (g = 980.6199 gals.).
 LF1003
 LF1003.The modeled gravity was interpolated from observed gravity values.
 LF1003
 LF1003;                    North         East    Units  Estimated Accuracy
 LF1003;SPC MO W     -   488,760.      747,040.      MT  (+/- 180 meters Scaled)
 LF1003
 LF1003                          SUPERSEDED SURVEY CONTROL
 LF1003
 LF1003  NGVD 29 (??/??/92)  276.629  (m)          907.57   (f) ADJ UNCH    2 0
 LF1003
 LF1003.Superseded values are not recommended for survey control.
 LF1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1003.See file dsdata.txt to determine how the superseded data were derived.
 LF1003
 LF1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE700938(NAD 83)
 LF1003_MARKER: DB = BENCH MARK DISK
 LF1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1003_STAMPING: H 211 1948
 LF1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1003+STABILITY: SURFACE MOTION
 LF1003
 LF1003  HISTORY     - Date     Condition        Report By
 LF1003  HISTORY     - 1948     MONUMENTED       CGS
 LF1003  HISTORY     - 1961     GOOD             NGS
 LF1003
 LF1003                          STATION DESCRIPTION
 LF1003
 LF1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1003'5.2 MI S FROM HAMBURG.
 LF1003'1.6 MILES SOUTH ALONG A DIRT ROAD FROM THE RAILROAD STATION AT
 LF1003'HAMBURG, THENCE 3.0 MILES WEST ALONG A DIRT ROAD, THENCE 0.55 MILE
 LF1003'SOUTH ALONG A DIRT ROAD, 61.0 FEET WEST SOUTHWEST OF THE SOUTHWEST
 LF1003'CORNER OF A WHITE FARMHOUSE, 33.0 FEET EAST OF THE CENTER LINE
 LF1003'OF THE NORTH-SOUTH ROAD, 13.0 FEET NORTH OF THE CENTER LINE
 LF1003'OF A PRIVATE ROAD, 10.3 FEET EAST OF A CORNER FENCE POST, 0.8
 LF1003'FOOT SOUTH OF A FENCE, 1.0 FOOT WEST OF A 4 X 4 REFERENCE POST,
 LF1003'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 LF1003'THE GROUND.
 LF1003
 LF1003                          STATION RECOVERY (1961)
 LF1003
 LF1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0404 ***********************************************************************
 LF0404  DESIGNATION -  H 212
 LF0404  PID         -  LF0404
 LF0404  STATE/COUNTY-  MO/HOLT
 LF0404  USGS QUAD   -  RULO (1965)
 LF0404
 LF0404                         *CURRENT SURVEY CONTROL
 LF0404  ___________________________________________________________________
 LF0404* NAD 83(1986)-  40 03 18.     (N)    095 25 00.     (W)     SCALED    
 LF0404* NAVD 88     -       274.669  (meters)     901.14   (feet)  ADJUSTED  
 LF0404  ___________________________________________________________________
 LF0404  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LF0404  DYNAMIC HT  -         274.517 (meters)     900.64  (feet)  COMP
 LF0404  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 LF0404
 LF0404  VERT ORDER  -  SECOND    CLASS 0
 LF0404
 LF0404.The horizontal coordinates were scaled from a topographic map and have
 LF0404.an estimated accuracy of +/- 6 seconds.
 LF0404
 LF0404.The orthometric height was determined by differential leveling
 LF0404.and adjusted by the National Geodetic Survey in June 1991..
 LF0404
 LF0404.The geoid height was determined by GEOID03.
 LF0404
 LF0404.The dynamic height is computed by dividing the NAVD 88
 LF0404.geopotential number by the normal gravity value computed on the
 LF0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0404.degrees latitude (g = 980.6199 gals.).
 LF0404
 LF0404.The modeled gravity was interpolated from observed gravity values.
 LF0404
 LF0404;                    North         East    Units  Estimated Accuracy
 LF0404;SPC MO W     -   431,980.      771,790.      MT  (+/- 180 meters Scaled)
 LF0404
 LF0404                          SUPERSEDED SURVEY CONTROL
 LF0404
 LF0404  NGVD 29 (??/??/92)  274.604  (m)          900.93   (f) ADJ UNCH    2 0
 LF0404
 LF0404.Superseded values are not recommended for survey control.
 LF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0404.See file dsdata.txt to determine how the superseded data were derived.
 LF0404
 LF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE938366(NAD 83)
 LF0404_MARKER: DB = BENCH MARK DISK
 LF0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0404_SP_SET: BRIDGE ABUTMENT
 LF0404_STAMPING: H 212 1948
 LF0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0404
 LF0404  HISTORY     - Date     Condition        Report By
 LF0404  HISTORY     - 1948     MONUMENTED       CGS
 LF0404
 LF0404                          STATION DESCRIPTION
 LF0404
 LF0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0404'0.6 MI E FROM RULO.
 LF0404'0.6 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0404'FROM THE STATION AT RULO, SET IN THE TOP OF THE SOUTH END OF
 LF0404'THE EAST ABUTMENT OF THE RAILROAD BRIDGE OVER THE MISSOURI
 LF0404'RIVER, 8.8 FEET SOUTH OF THE SOUTH RAIL, 6.5 FEET LOWER THAN
 LF0404'THE SURFACE OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0405 ***********************************************************************
 LF0405  DESIGNATION -  H 212 RESET
 LF0405  PID         -  LF0405
 LF0405  STATE/COUNTY-  MO/HOLT
 LF0405  USGS QUAD   -  RULO (1965)
 LF0405
 LF0405                         *CURRENT SURVEY CONTROL
 LF0405  ___________________________________________________________________
 LF0405* NAD 83(1986)-  40 03 18.     (N)    095 24 59.     (W)     SCALED    
 LF0405* NAVD 88     -       267.10   (+/-2cm)     876.3    (feet)  VERTCON   
 LF0405  ___________________________________________________________________
 LF0405  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LF0405
 LF0405  VERT ORDER  -  THIRD (See Below)
 LF0405
 LF0405.The horizontal coordinates were scaled from a topographic map and have
 LF0405.an estimated accuracy of +/- 6 seconds.
 LF0405
 LF0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0405.The vertical order pertains to the NGVD 29 superseded value.
 LF0405
 LF0405.The geoid height was determined by GEOID03.
 LF0405
 LF0405;                    North         East    Units  Estimated Accuracy
 LF0405;SPC MO W     -   431,980.      771,810.      MT  (+/- 180 meters Scaled)
 LF0405
 LF0405                          SUPERSEDED SURVEY CONTROL
 LF0405
 LF0405  NGVD 29 (02/22/06)  267.04   (m)          876.1    (f) RESET       3  
 LF0405
 LF0405.Superseded values are not recommended for survey control.
 LF0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0405.See file dsdata.txt to determine how the superseded data were derived.
 LF0405
 LF0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE938366(NAD 83)
 LF0405_MARKER: DB = BENCH MARK DISK
 LF0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0405_SP_SET: BRIDGE ABUTMENT
 LF0405_STAMPING: H 212 RESET 1975
 LF0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0405+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 LF0405
 LF0405  HISTORY     - Date     Condition        Report By
 LF0405  HISTORY     - 1975     MONUMENTED       NGS
 LF0405  HISTORY     - 20060726 GOOD             INDIV
 LF0405
 LF0405                          STATION DESCRIPTION
 LF0405
 LF0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0405'0.6 MI E FROM RULO.
 LF0405'ABOUT 0.6 MILE EAST OF RULO, NEBRASKA AND ACROSS THE MISSOURI
 LF0405'RIVER ON HIGHWAY 159, IN THE NORTHEAST CORNER OF THE NORTH
 LF0405'ABUTMENT OF THE BRIDGE OVER THE MISSOURI RIVER.
 LF0405
 LF0405                          STATION RECOVERY (2006)
 LF0405
 LF0405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BAJ)
 LF0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0394 ***********************************************************************
 KD0394  DESIGNATION -  H 213
 KD0394  PID         -  KD0394
 KD0394  STATE/COUNTY-  MO/SALINE
 KD0394  USGS QUAD   -  MIAMI STATION (1978)
 KD0394
 KD0394                         *CURRENT SURVEY CONTROL
 KD0394  ___________________________________________________________________
 KD0394* NAD 83(1986)-  39 17 55.     (N)    093 15 16.     (W)     SCALED    
 KD0394* NAVD 88     -       202.924  (meters)     665.76   (feet)  POSTED    
 KD0394  ___________________________________________________________________
 KD0394  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0394  DYNAMIC HT  -         202.800 (meters)     665.35  (feet)  COMP
 KD0394  MODELED GRAV-     980,019.1   (mgal)                       NAVD 88
 KD0394
 KD0394  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KD0394
 KD0394.The horizontal coordinates were scaled from a topographic map and have
 KD0394.an estimated accuracy of +/- 6 seconds.
 KD0394
 KD0394.The orthometric height was determined by differential leveling
 KD0394.and adjusted by the National Geodetic Survey in 1992..
 KD0394.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KD0394.rate of 1.1 thru 2.0 mm/km.
 KD0394
 KD0394.The geoid height was determined by GEOID03.
 KD0394
 KD0394.The dynamic height is computed by dividing the NAVD 88
 KD0394.geopotential number by the normal gravity value computed on the
 KD0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0394.degrees latitude (g = 980.6199 gals.).
 KD0394
 KD0394.The modeled gravity was interpolated from observed gravity values.
 KD0394
 KD0394;                    North         East    Units  Estimated Accuracy
 KD0394;SPC MO C     -   384,850.      434,930.      MT  (+/- 180 meters Scaled)
 KD0394
 KD0394                          SUPERSEDED SURVEY CONTROL
 KD0394
 KD0394  NGVD 29 (??/??/92)  202.893  (m)          665.66   (f) ADJ UNCH    1 2
 KD0394
 KD0394.Superseded values are not recommended for survey control.
 KD0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0394.See file dsdata.txt to determine how the superseded data were derived.
 KD0394
 KD0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD780499(NAD 83)
 KD0394_MARKER: DB = BENCH MARK DISK
 KD0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0394_STAMPING: H 213 1948
 KD0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0394+STABILITY: SURFACE MOTION
 KD0394
 KD0394  HISTORY     - Date     Condition        Report By
 KD0394  HISTORY     - 1948     MONUMENTED       CGS
 KD0394
 KD0394                          STATION DESCRIPTION
 KD0394
 KD0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0394'4.1 MI SW FROM MIAMI.
 KD0394'1.0 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0394'MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE 0.4
 KD0394'MILE WEST, 0.5 MILE SOUTH, 0.2 MILE WEST, 0.2 MILE SOUTH, 0.3
 KD0394'MILE WEST AND 0.7 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.8 MILE
 KD0394'NORTHWEST ALONG THE COON HOLLOW ROAD, IN COON HOLLOW, 0.2 MILE
 KD0394'NORTHWEST OF AN EXCELSIOR MILL, ABOUT 400.0 FEET EAST OF THE
 KD0394'EAST END OF A BRIDGE OVER A DRAINAGE DITCH, 32.0 FEET NORTHEAST
 KD0394'OF THE CENTER LINE OF THE ROAD, 8.5 FEET WEST OF AN 8-INCH WALNUT
 KD0394'TREE, 1.6 FOOT NORTHEAST OF A FENCE, 1.4 FOOT SOUTH OF A REFERENCE
 KD0394'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 KD0394'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0350 ***********************************************************************
 KD0350  DESIGNATION -  H 214
 KD0350  PID         -  KD0350
 KD0350  STATE/COUNTY-  MO/SALINE
 KD0350  USGS QUAD   -  NEW FRANKFORT (1979)
 KD0350
 KD0350                         *CURRENT SURVEY CONTROL
 KD0350  ___________________________________________________________________
 KD0350* NAD 83(1986)-  39 18 20.     (N)    093 00 22.     (W)     SCALED    
 KD0350* NAVD 88     -       208.249  (meters)     683.23   (feet)  ADJUSTED  
 KD0350  ___________________________________________________________________
 KD0350  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0350  DYNAMIC HT  -         208.124 (meters)     682.82  (feet)  COMP
 KD0350  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 KD0350
 KD0350  VERT ORDER  -  FIRST     CLASS II
 KD0350
 KD0350.The horizontal coordinates were scaled from a topographic map and have
 KD0350.an estimated accuracy of +/- 6 seconds.
 KD0350
 KD0350.The orthometric height was determined by differential leveling
 KD0350.and adjusted by the National Geodetic Survey in June 1991..
 KD0350
 KD0350.The geoid height was determined by GEOID03.
 KD0350
 KD0350.The dynamic height is computed by dividing the NAVD 88
 KD0350.geopotential number by the normal gravity value computed on the
 KD0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0350.degrees latitude (g = 980.6199 gals.).
 KD0350
 KD0350.The modeled gravity was interpolated from observed gravity values.
 KD0350
 KD0350;                    North         East    Units  Estimated Accuracy
 KD0350;SPC MO C     -   385,470.      456,350.      MT  (+/- 180 meters Scaled)
 KD0350
 KD0350                          SUPERSEDED SURVEY CONTROL
 KD0350
 KD0350  NGVD 29 (??/??/92)  208.225  (m)          683.15   (f) ADJ UNCH    1 2
 KD0350
 KD0350.Superseded values are not recommended for survey control.
 KD0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0350.See file dsdata.txt to determine how the superseded data were derived.
 KD0350
 KD0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD994506(NAD 83)
 KD0350_MARKER: DB = BENCH MARK DISK
 KD0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0350_STAMPING: H 214 1948
 KD0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0350+STABILITY: SURFACE MOTION
 KD0350
 KD0350  HISTORY     - Date     Condition        Report By
 KD0350  HISTORY     - 1948     MONUMENTED       CGS
 KD0350
 KD0350                          STATION DESCRIPTION
 KD0350
 KD0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0350'AT NEW FRANKFORT.
 KD0350'AT NEW FRANKFORT, 0.1 MILE SOUTH OF THE MAIN ROAD JUNCTION
 KD0350'AT NEW FRANKFORT, 54.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 KD0350'OF THE HOME OF JOHN CAMPBELL, 29.0 FEET EAST OF THE CENTER LINE
 KD0350'OF COUNTY ROAD M, 11.0 FEET NORTH OF A POWER LINE POLE BEARING
 KD0350'A TRANSFORMER, 1.0 FOOT WEST OF A FENCE LINE, 1.4 FEET SOUTH
 KD0350'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 KD0350'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0404 ***********************************************************************
 KE0404  DESIGNATION -  H 215
 KE0404  PID         -  KE0404
 KE0404  STATE/COUNTY-  MO/ANDREW
 KE0404  USGS QUAD   -  AMAZONIA (1972)
 KE0404
 KE0404                         *CURRENT SURVEY CONTROL
 KE0404  ___________________________________________________________________
 KE0404* NAD 83(1986)-  39 53 12.     (N)    094 53 37.     (W)     SCALED    
 KE0404* NAVD 88     -       256.866  (meters)     842.73   (feet)  ADJUSTED  
 KE0404  ___________________________________________________________________
 KE0404  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KE0404  DYNAMIC HT  -         256.720 (meters)     842.26  (feet)  COMP
 KE0404  MODELED GRAV-     980,051.2   (mgal)                       NAVD 88
 KE0404
 KE0404  VERT ORDER  -  FIRST     CLASS II
 KE0404
 KE0404.The horizontal coordinates were scaled from a topographic map and have
 KE0404.an estimated accuracy of +/- 6 seconds.
 KE0404
 KE0404.The orthometric height was determined by differential leveling
 KE0404.and adjusted by the National Geodetic Survey in June 1991..
 KE0404
 KE0404.The geoid height was determined by GEOID03.
 KE0404
 KE0404.The dynamic height is computed by dividing the NAVD 88
 KE0404.geopotential number by the normal gravity value computed on the
 KE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0404.degrees latitude (g = 980.6199 gals.).
 KE0404
 KE0404.The modeled gravity was interpolated from observed gravity values.
 KE0404
 KE0404;                    North         East    Units  Estimated Accuracy
 KE0404;SPC MO W     -   412,960.      816,330.      MT  (+/- 180 meters Scaled)
 KE0404
 KE0404                          SUPERSEDED SURVEY CONTROL
 KE0404
 KE0404  NGVD 29 (??/??/92)  256.770  (m)          842.42   (f) ADJ UNCH    1 2
 KE0404
 KE0404.Superseded values are not recommended for survey control.
 KE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0404.See file dsdata.txt to determine how the superseded data were derived.
 KE0404
 KE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE380168(NAD 83)
 KE0404_MARKER: DB = BENCH MARK DISK
 KE0404_SETTING: 80 = SET IN A BOULDER
 KE0404_SP_SET: IN DRILL HOLE IN A BOULDER
 KE0404_STAMPING: H 215 1948
 KE0404_MARK LOGO: CGS   
 KE0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0404+STABILITY: SURFACE MOTION
 KE0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0404+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 KE0404
 KE0404  HISTORY     - Date     Condition        Report By
 KE0404  HISTORY     - 1948     MONUMENTED       CGS
 KE0404  HISTORY     - 1961     GOOD             NGS
 KE0404  HISTORY     - 19890815 GOOD             NGS
 KE0404
 KE0404                          STATION DESCRIPTION
 KE0404
 KE0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0404'AT AMAZONIA.
 KE0404'AT AMAZONIA, AT THE WEST EDGE OF THE TOWN, ABOUT 200.0 FEET
 KE0404'NORTHEAST OF THE MAIN TRACK OF THE CHICAGO, BURLINGTON AND
 KE0404'QUINCY RAILROAD, AT THE WEST END OF A SHORT EAST-WEST STREET
 KE0404'(NO NAME), 66.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 KE0404'THE E.R. BROWN RESIDENCE, 54.5 FEET NORTHWEST OF THE NORTHEAST
 KE0404'CORNER OF THE DICK WRIGHT RESIDENCE, 23.2 FEET NORTH OF THE
 KE0404'NORTHWEST CORNER OF A GARAGE DUG IN A HILL SIDE, 18.2 FEET
 KE0404'NORTHWEST OF THE MOST NORTHERLY ONE OF 3 POWER LINE POLES,
 KE0404'SET HORIZONALLY ON THE EAST SLOPE AND NEAR THE TOP OF A LARGE
 KE0404'GRANITE BOULDER.
 KE0404
 KE0404                          STATION RECOVERY (1961)
 KE0404
 KE0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0404'RECOVERED IN GOOD CONDITION.
 KE0404
 KE0404                          STATION RECOVERY (1989)
 KE0404
 KE0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0471 ***********************************************************************
 KE0471  DESIGNATION -  H 216
 KE0471  PID         -  KE0471
 KE0471  STATE/COUNTY-  MO/BUCHANAN
 KE0471  USGS QUAD   -  ATCHISON EAST (1984)
 KE0471
 KE0471                         *CURRENT SURVEY CONTROL
 KE0471  ___________________________________________________________________
 KE0471* NAD 83(1986)-  39 34 40.     (N)    095 03 18.     (W)     SCALED    
 KE0471* NAVD 88     -       242.464  (meters)     795.48   (feet)  ADJUSTED  
 KE0471  ___________________________________________________________________
 KE0471  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KE0471  DYNAMIC HT  -         242.319 (meters)     795.01  (feet)  COMP
 KE0471  MODELED GRAV-     980,024.2   (mgal)                       NAVD 88
 KE0471
 KE0471  VERT ORDER  -  FIRST     CLASS II
 KE0471
 KE0471.The horizontal coordinates were scaled from a topographic map and have
 KE0471.an estimated accuracy of +/- 6 seconds.
 KE0471
 KE0471.The orthometric height was determined by differential leveling
 KE0471.and adjusted by the National Geodetic Survey in June 1991..
 KE0471
 KE0471.The geoid height was determined by GEOID03.
 KE0471
 KE0471.The dynamic height is computed by dividing the NAVD 88
 KE0471.geopotential number by the normal gravity value computed on the
 KE0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0471.degrees latitude (g = 980.6199 gals.).
 KE0471
 KE0471.The modeled gravity was interpolated from observed gravity values.
 KE0471
 KE0471;                    North         East    Units  Estimated Accuracy
 KE0471;SPC MO W     -   378,740.      802,320.      MT  (+/- 180 meters Scaled)
 KE0471
 KE0471                          SUPERSEDED SURVEY CONTROL
 KE0471
 KE0471  NGVD 29 (??/??/92)  242.362  (m)          795.15   (f) ADJ UNCH    1 2
 KE0471
 KE0471.Superseded values are not recommended for survey control.
 KE0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0471.See file dsdata.txt to determine how the superseded data were derived.
 KE0471
 KE0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD235829(NAD 83)
 KE0471_MARKER: DB = BENCH MARK DISK
 KE0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0471+STABILITY: SURFACE MOTION
 KE0471
 KE0471  HISTORY     - Date     Condition        Report By
 KE0471  HISTORY     - 1948     MONUMENTED       CGS
 KE0471  HISTORY     - 1951     GOOD             NGS
 KE0471  HISTORY     - 1958     GOOD             NGS
 KE0471
 KE0471                          STATION DESCRIPTION
 KE0471
 KE0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0471'1.1 MI SW FROM RUSHVILLE.
 KE0471'1.1 MILES SOUTHWEST ALONG THE ROCK ISLAND RAILROAD FROM THE
 KE0471'DAVIES TOWER AT RUSHVILLE, 0.2 MILE NORTHEAST OF A ROAD CROSSING,
 KE0471'ON THE FRANK HUNN FARM WHICH IS RENTED BY CLINTON SMITH, AT THE
 KE0471'ABANDONED FARMHOUSE, 329.0 FEET NORTHWEST OF THE NORTHWEST RAIL
 KE0471'OF THE TRACK, 82.0 FEET NORTHEAST OF THE CENTERLINE OF A FIELD
 KE0471'ROAD, IN LINE WITH THE SOUTHEAST FACE OF THE FARMHOUSE, 2.0
 KE0471'FEET NORTHEAST OF THE EAST CORNER OF THE HOUSE, 15.9 FEET WEST
 KE0471'OF THE EAST CORNER OF THE NORTHEAST WING OF THE HOUSE, 1.4 FEET
 KE0471'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 KE0471'PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE-- THAT PART OF THE HOUSE
 KE0471'IS BEING TORN DOWN, THE NORTHEAST WING OF THE HOUSE IS TO
 KE0471'REMAIN ACCORDING TO LOCAL INFORMATION.  MEASUREMENTS WERE
 KE0471'MADE TO THREE LARGE TREES IN CASE THE HOUSE IS COMPLETELY
 KE0471'DISMANTLED.  MARK IS 27 FEET NORTHWEST OF THE MOST NORTHEAST
 KE0471'OF 3 TREES, 21 FEET NORTHWEST OF THE SECOND MOST NORTHEAST
 KE0471'OF 3 TREES, AND 28 FEET NORTH OF THE THIRD MOST NORTHEAST
 KE0471'OF 3 TREES.  THESE TREES WHICH ARE NEAREST THE RAILROAD ARE ON
 KE0471'LINE IN A NORTHEAST-SOUTHWEST DIRECTION.
 KE0471
 KE0471                          STATION RECOVERY (1958)
 KE0471
 KE0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0335 ***********************************************************************
 KE0335  DESIGNATION -  H 217
 KE0335  PID         -  KE0335
 KE0335  STATE/COUNTY-  MO/BUCHANAN
 KE0335  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE0335
 KE0335                         *CURRENT SURVEY CONTROL
 KE0335  ___________________________________________________________________
 KE0335* NAD 83(1986)-  39 44 55.     (N)    094 51 23.     (W)     SCALED    
 KE0335* NAVD 88     -       257.565  (meters)     845.03   (feet)  ADJUSTED  
 KE0335  ___________________________________________________________________
 KE0335  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0335  DYNAMIC HT  -         257.416 (meters)     844.54  (feet)  COMP
 KE0335  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 KE0335
 KE0335  VERT ORDER  -  FIRST     CLASS II
 KE0335
 KE0335.The horizontal coordinates were scaled from a topographic map and have
 KE0335.an estimated accuracy of +/- 6 seconds.
 KE0335
 KE0335.The orthometric height was determined by differential leveling
 KE0335.and adjusted by the National Geodetic Survey in June 1991..
 KE0335
 KE0335.The geoid height was determined by GEOID03.
 KE0335
 KE0335.The dynamic height is computed by dividing the NAVD 88
 KE0335.geopotential number by the normal gravity value computed on the
 KE0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0335.degrees latitude (g = 980.6199 gals.).
 KE0335
 KE0335.The modeled gravity was interpolated from observed gravity values.
 KE0335
 KE0335;                    North         East    Units  Estimated Accuracy
 KE0335;SPC MO W     -   397,620.      819,460.      MT  (+/- 180 meters Scaled)
 KE0335
 KE0335                          SUPERSEDED SURVEY CONTROL
 KE0335
 KE0335  NGVD 29 (??/??/92)  257.471  (m)          844.72   (f) ADJ UNCH    1 2
 KE0335
 KE0335.Superseded values are not recommended for survey control.
 KE0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0335.See file dsdata.txt to determine how the superseded data were derived.
 KE0335
 KE0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE409015(NAD 83)
 KE0335_MARKER: DB = BENCH MARK DISK
 KE0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0335_SP_SET: BRIDGE ABUTMENT
 KE0335_STAMPING: H 217 1948
 KE0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0335
 KE0335  HISTORY     - Date     Condition        Report By
 KE0335  HISTORY     - 1948     MONUMENTED       CGS
 KE0335  HISTORY     - 1958     GOOD             NGS
 KE0335  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0335
 KE0335                          STATION DESCRIPTION
 KE0335
 KE0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0335'AT ST JOSEPH.
 KE0335'AT ST. JOSEPH, IN THE SOUTHWEST SECTION OF THE CITY, SET IN
 KE0335'THE NORTH END OF THE EAST ABUTMENT OF U.S. HIGHWAY NO. 36 BRIDGE
 KE0335'OVER THE MISSOURI RIVER, ABOUT 250.0 FEET WEST OF 4TH. STREET,
 KE0335'17.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET
 KE0335'WEST OF THE MOST NORTHEASTERLY STREET LIGHT POLE, 0.9 FOOT
 KE0335'SOUTH OF THE TOP END OF THE ABUTMENT.
 KE0335
 KE0335                          STATION RECOVERY (1958)
 KE0335
 KE0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0335'RECOVERED IN GOOD CONDITION.
 KE0335
 KE0335                          STATION RECOVERY (1989)
 KE0335
 KE0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0335'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0068 ***********************************************************************
 KE0068  DESIGNATION -  H 218
 KE0068  PID         -  KE0068
 KE0068  STATE/COUNTY-  MO/JACKSON
 KE0068  USGS QUAD   -  BUCKNER (1990)
 KE0068
 KE0068                         *CURRENT SURVEY CONTROL
 KE0068  ___________________________________________________________________
 KE0068* NAD 83(1986)-  39 10 47.     (N)    094 11 34.     (W)     SCALED    
 KE0068* NAVD 88     -       239.563  (meters)     785.97   (feet)  ADJUSTED  
 KE0068  ___________________________________________________________________
 KE0068  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0068  DYNAMIC HT  -         239.413 (meters)     785.47  (feet)  COMP
 KE0068  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 KE0068
 KE0068  VERT ORDER  -  FIRST     CLASS II
 KE0068
 KE0068.The horizontal coordinates were scaled from a topographic map and have
 KE0068.an estimated accuracy of +/- 6 seconds.
 KE0068
 KE0068.The orthometric height was determined by differential leveling
 KE0068.and adjusted by the National Geodetic Survey in June 1991..
 KE0068
 KE0068.The geoid height was determined by GEOID03.
 KE0068
 KE0068.The dynamic height is computed by dividing the NAVD 88
 KE0068.geopotential number by the normal gravity value computed on the
 KE0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0068.degrees latitude (g = 980.6199 gals.).
 KE0068
 KE0068.The modeled gravity was interpolated from observed gravity values.
 KE0068
 KE0068;                    North         East    Units  Estimated Accuracy
 KE0068;SPC MO W     -   334,450.      876,550.      MT  (+/- 180 meters Scaled)
 KE0068
 KE0068                          SUPERSEDED SURVEY CONTROL
 KE0068
 KE0068  NGVD 29 (??/??/92)  239.479  (m)          785.69   (f) ADJ UNCH    1 2
 KE0068
 KE0068.Superseded values are not recommended for survey control.
 KE0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0068.See file dsdata.txt to determine how the superseded data were derived.
 KE0068
 KE0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD969373(NAD 83)
 KE0068_MARKER: DB = BENCH MARK DISK
 KE0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0068_SP_SET: CONCRETE POST
 KE0068_STAMPING: H 218 1948
 KE0068_MARK LOGO: CGS   
 KE0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0068+STABILITY: SURFACE MOTION
 KE0068
 KE0068  HISTORY     - Date     Condition        Report By
 KE0068  HISTORY     - 1948     MONUMENTED       CGS
 KE0068  HISTORY     - 1960     GOOD             NGS
 KE0068  HISTORY     - 1986     GOOD             NGS
 KE0068
 KE0068                          STATION DESCRIPTION
 KE0068
 KE0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0068'AT SIBLEY.
 KE0068'AT SIBLEY, BETWEEN THE MAIN TRACK AND A SIDE TRACK, 121.7 FEET
 KE0068'NORTHWEST OF THE NORTH CORNER OF THE ATCHISON, TOPEKA AND SANTA
 KE0068'FE RAILWAY STATION, 51.6 FEET NORTHWEST OF THE NORTH CORNER OF A
 KE0068'MOTOR CAR BUILDING, 19.5 FEET SOUTHEAST OF THE SOUTH CORNER
 KE0068'OF AN OUT-BUILDING, 54.4 FEET EAST OF THE EAST CORNER OF A
 KE0068'GRAIN ELEVATOR, 31.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KE0068'MOST SOUTHWESTERLY MAIN TRACK, 28.3 FEET NORTHEAST OF THE
 KE0068'NORTHEAST RAIL OF THE SIDE TRACK, 5.7 FEET SOUTHEAST OF A 14-INCH
 KE0068'ELM TREE, 2.0 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP
 KE0068'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KE0068
 KE0068                          STATION RECOVERY (1960)
 KE0068
 KE0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0068'RECOVERED IN GOOD CONDITION.
 KE0068
 KE0068                          STATION RECOVERY (1986)
 KE0068
 KE0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0082 ***********************************************************************
 KE0082  DESIGNATION -  H 219
 KE0082  PID         -  KE0082
 KE0082  STATE/COUNTY-  MO/JACKSON
 KE0082  USGS QUAD   -  MISSOURI CITY (1990)
 KE0082
 KE0082                         *CURRENT SURVEY CONTROL
 KE0082  ___________________________________________________________________
 KE0082* NAD 83(1986)-  39 11 31.     (N)    094 17 17.     (W)     SCALED    
 KE0082* NAVD 88     -       220.260  (meters)     722.64   (feet)  ADJUSTED  
 KE0082  ___________________________________________________________________
 KE0082  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KE0082  DYNAMIC HT  -         220.122 (meters)     722.18  (feet)  COMP
 KE0082  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 KE0082
 KE0082  VERT ORDER  -  FIRST     CLASS II
 KE0082
 KE0082.The horizontal coordinates were scaled from a topographic map and have
 KE0082.an estimated accuracy of +/- 6 seconds.
 KE0082
 KE0082.The orthometric height was determined by differential leveling
 KE0082.and adjusted by the National Geodetic Survey in June 1991..
 KE0082
 KE0082.The geoid height was determined by GEOID03.
 KE0082
 KE0082.The dynamic height is computed by dividing the NAVD 88
 KE0082.geopotential number by the normal gravity value computed on the
 KE0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0082.degrees latitude (g = 980.6199 gals.).
 KE0082
 KE0082.The modeled gravity was interpolated from observed gravity values.
 KE0082
 KE0082;                    North         East    Units  Estimated Accuracy
 KE0082;SPC MO W     -   335,780.      868,310.      MT  (+/- 180 meters Scaled)
 KE0082
 KE0082                          SUPERSEDED SURVEY CONTROL
 KE0082
 KE0082  NGVD 29 (??/??/92)  220.179  (m)          722.37   (f) ADJ UNCH    1 2
 KE0082
 KE0082.Superseded values are not recommended for survey control.
 KE0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0082.See file dsdata.txt to determine how the superseded data were derived.
 KE0082
 KE0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD887388(NAD 83)
 KE0082_MARKER: DB = BENCH MARK DISK
 KE0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0082_STAMPING: H 219 1948
 KE0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0082+STABILITY: SURFACE MOTION
 KE0082
 KE0082  HISTORY     - Date     Condition        Report By
 KE0082  HISTORY     - 1948     MONUMENTED       CGS
 KE0082  HISTORY     - 1960     GOOD             NGS
 KE0082  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0082
 KE0082                          STATION DESCRIPTION
 KE0082
 KE0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0082'1 MI NE FROM ATHERTON.
 KE0082'1.0 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0082'RAILWAY FROM THE STATION AT ATHERTON, ABOUT MIDWAY BETWEEN
 KE0082'THE FIRST AND SECOND POLES NORTHEAST OF MILEPOST NO. 433,
 KE0082'ALONG THE SOUTHEAST EDGE OF A CULTIVATED FIELD, 3 1/2 RAILS
 KE0082'NORTHEAST OF A STATION SIGN POST, 205.0 FEET NORTHEAST ALONG A
 KE0082'FIELD ROAD FROM AN ANGLE IN THE ROAD WITH TANGENTS LEADING
 KE0082'NORTHEAST AND WEST, 48.5 FEET NORTHWEST OF THE NORTHWEST RAIL
 KE0082'OF THE MOST NORTHWESTERLY TRACK, 0.9 FOOT SOUTHEAST OF THE
 KE0082'NORTHWEST RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHWEST OF A REFERENCE
 KE0082'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 KE0082'ABOVE THE GROUND.
 KE0082
 KE0082                          STATION RECOVERY (1960)
 KE0082
 KE0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0082'RECOVERED IN GOOD CONDITION.
 KE0082
 KE0082                          STATION RECOVERY (1986)
 KE0082
 KE0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1533 ***********************************************************************
 JD1533  DESIGNATION -  H 22
 JD1533  PID         -  JD1533
 JD1533  STATE/COUNTY-  MO/ST CLAIR
 JD1533  USGS QUAD   -  OSCEOLA (1991)
 JD1533
 JD1533                         *CURRENT SURVEY CONTROL
 JD1533  ___________________________________________________________________
 JD1533* NAD 83(1986)-  38 01 32.     (N)    093 41 24.     (W)     SCALED    
 JD1533* NAVD 88     -       257.301  (meters)     844.16   (feet)  ADJUSTED  
 JD1533  ___________________________________________________________________
 JD1533  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JD1533  DYNAMIC HT  -         257.111 (meters)     843.54  (feet)  COMP
 JD1533  MODELED GRAV-     979,888.0   (mgal)                       NAVD 88
 JD1533
 JD1533  VERT ORDER  -  SECOND    CLASS 0
 JD1533
 JD1533.The horizontal coordinates were scaled from a topographic map and have
 JD1533.an estimated accuracy of +/- 6 seconds.
 JD1533
 JD1533.The orthometric height was determined by differential leveling
 JD1533.and adjusted by the National Geodetic Survey in June 1991..
 JD1533
 JD1533.The geoid height was determined by GEOID03.
 JD1533
 JD1533.The dynamic height is computed by dividing the NAVD 88
 JD1533.geopotential number by the normal gravity value computed on the
 JD1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1533.degrees latitude (g = 980.6199 gals.).
 JD1533
 JD1533.The modeled gravity was interpolated from observed gravity values.
 JD1533
 JD1533;                    North         East    Units  Estimated Accuracy
 JD1533;SPC MO W     -   206,600.      921,120.      MT  (+/- 180 meters Scaled)
 JD1533
 JD1533                          SUPERSEDED SURVEY CONTROL
 JD1533
 JD1533  NGVD 29 (??/??/92)  257.189  (m)          843.79   (f) ADJ UNCH    2 0
 JD1533
 JD1533.Superseded values are not recommended for survey control.
 JD1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1533.See file dsdata.txt to determine how the superseded data were derived.
 JD1533
 JD1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC394088(NAD 83)
 JD1533_MARKER: DB = BENCH MARK DISK
 JD1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1533_STAMPING: H 22 1934
 JD1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1533+STABILITY: SURFACE MOTION
 JD1533
 JD1533  HISTORY     - Date     Condition        Report By
 JD1533  HISTORY     - 1934     MONUMENTED       CGS
 JD1533  HISTORY     - 1962     GOOD             NGS
 JD1533
 JD1533                          STATION DESCRIPTION
 JD1533
 JD1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1533'1.7 MI S FROM OSCEOLA.
 JD1533'ABOUT 1.7 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1533'FROM THE STATION AT OSCEOLA, IN SECTION 28, T 38 N, R 25 W,
 JD1533'53 1/2 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING WITH A
 JD1533'DIRT ROAD, 48 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF A
 JD1533'CURVE IN THE DIRT ROAD, 40.2 FEET WEST OF THE WEST RAIL, 31
 JD1533'FEET SOUTH-SOUTHEAST OF A BRACED TELEPHONE POLE, 7 FEET EAST OF
 JD1533'A FENCE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2
 JD1533'FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A
 JD1533'CONCRETE POST PROJECTING 7-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0612 ***********************************************************************
 KD0612  DESIGNATION -  H 220
 KD0612  PID         -  KD0612
 KD0612  STATE/COUNTY-  MO/LAFAYETTE
 KD0612  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0612
 KD0612                         *CURRENT SURVEY CONTROL
 KD0612  ___________________________________________________________________
 KD0612* NAD 83(1986)-  39 10 32.     (N)    093 54 11.     (W)     SCALED    
 KD0612* NAVD 88     -       212.919  (meters)     698.55   (feet)  ADJUSTED  
 KD0612  ___________________________________________________________________
 KD0612  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0612  DYNAMIC HT  -         212.786 (meters)     698.12  (feet)  COMP
 KD0612  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 KD0612
 KD0612  VERT ORDER  -  FIRST     CLASS II
 KD0612
 KD0612.The horizontal coordinates were scaled from a topographic map and have
 KD0612.an estimated accuracy of +/- 6 seconds.
 KD0612
 KD0612.The orthometric height was determined by differential leveling
 KD0612.and adjusted by the National Geodetic Survey in June 1991..
 KD0612.WARNING-Repeat measurements at this control monument indicate possible
 KD0612.vertical movement.
 KD0612
 KD0612.The geoid height was determined by GEOID03.
 KD0612
 KD0612.The dynamic height is computed by dividing the NAVD 88
 KD0612.geopotential number by the normal gravity value computed on the
 KD0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0612.degrees latitude (g = 980.6199 gals.).
 KD0612
 KD0612.The modeled gravity was interpolated from observed gravity values.
 KD0612
 KD0612;                    North         East    Units  Estimated Accuracy
 KD0612;SPC MO W     -   334,110.      901,580.      MT  (+/- 180 meters Scaled)
 KD0612
 KD0612                          SUPERSEDED SURVEY CONTROL
 KD0612
 KD0612  NGVD 29 (??/??/92)  212.829  (m)          698.26   (f) ADJ UNCH    1 2
 KD0612
 KD0612.Superseded values are not recommended for survey control.
 KD0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0612.See file dsdata.txt to determine how the superseded data were derived.
 KD0612
 KD0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD219366(NAD 83)
 KD0612_MARKER: DB = BENCH MARK DISK
 KD0612_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KD0612_SP_SET: FOUNDATION WALL
 KD0612_STAMPING: H 220 1948
 KD0612_MARK LOGO: CGS   
 KD0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0612+STABILITY: SURFACE MOTION
 KD0612
 KD0612  HISTORY     - Date     Condition        Report By
 KD0612  HISTORY     - 1948     MONUMENTED       CGS
 KD0612  HISTORY     - 1962     GOOD             NGS
 KD0612  HISTORY     - 1986     GOOD             NGS
 KD0612
 KD0612                          STATION DESCRIPTION
 KD0612
 KD0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0612'AT MYRICK STATION.
 KD0612'AT THE MYRICK STATION, SET VERTICALLY IN THE NORTHWEST FACE OF
 KD0612'THE BRICK STATION, 8.1 FEET SOUTHWEST OF THE CENTER OF THE
 KD0612'SOUTHWEST DOOR ON THE NORTHWEST SIDE OF THE STATION, 4.4 FEET
 KD0612'ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE TRACKS.
 KD0612
 KD0612                          STATION RECOVERY (1986)
 KD0612
 KD0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0612'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.3 KM (1.35
 KD0612'MI) WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE IN LEXINGTON,
 KD0612'27.8 M (91.2 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, AND 0.3 M
 KD0612'(1.0 FT) NORTHEAST OF THE NORTHWEST CORNER OF A RAILROAD STATION.
 KD0612'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0433 ***********************************************************************
 JD0433  DESIGNATION -  H 221
 JD0433  PID         -  JD0433
 JD0433  STATE/COUNTY-  MO/COOPER
 JD0433  USGS QUAD   -  BOONVILLE (1979)
 JD0433
 JD0433                         *CURRENT SURVEY CONTROL
 JD0433  ___________________________________________________________________
 JD0433* NAD 83(1986)-  38 58 25.     (N)    092 40 35.     (W)     SCALED    
 JD0433* NAVD 88     -       181.032  (meters)     593.94   (feet)  ADJUSTED  
 JD0433  ___________________________________________________________________
 JD0433  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JD0433  DYNAMIC HT  -         180.916 (meters)     593.56  (feet)  COMP
 JD0433  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 JD0433
 JD0433  VERT ORDER  -  FIRST     CLASS II
 JD0433
 JD0433.The horizontal coordinates were scaled from a topographic map and have
 JD0433.an estimated accuracy of +/- 6 seconds.
 JD0433
 JD0433.The orthometric height was determined by differential leveling
 JD0433.and adjusted by the National Geodetic Survey in June 1991..
 JD0433
 JD0433.The geoid height was determined by GEOID03.
 JD0433
 JD0433.The dynamic height is computed by dividing the NAVD 88
 JD0433.geopotential number by the normal gravity value computed on the
 JD0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0433.degrees latitude (g = 980.6199 gals.).
 JD0433
 JD0433.The modeled gravity was interpolated from observed gravity values.
 JD0433
 JD0433;                    North         East    Units  Estimated Accuracy
 JD0433;SPC MO C     -   348,520.      484,720.      MT  (+/- 180 meters Scaled)
 JD0433
 JD0433                          SUPERSEDED SURVEY CONTROL
 JD0433
 JD0433  NGVD 29 (??/??/92)  180.992  (m)          593.80   (f) ADJ UNCH    1 2
 JD0433
 JD0433.Superseded values are not recommended for survey control.
 JD0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0433.See file dsdata.txt to determine how the superseded data were derived.
 JD0433
 JD0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD280138(NAD 83)
 JD0433_MARKER: DB = BENCH MARK DISK
 JD0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0433_STAMPING: H 221 1948
 JD0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0433+STABILITY: SURFACE MOTION
 JD0433
 JD0433  HISTORY     - Date     Condition        Report By
 JD0433  HISTORY     - 1948     MONUMENTED       CGS
 JD0433  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0433
 JD0433                          STATION DESCRIPTION
 JD0433
 JD0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0433'3.8 MI E FROM BOONVILLE.
 JD0433'3.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0433'SOUTH END OF U.S. HIGHWAY NO. 40 BRIDGE OVER THE MISSOURI RIVER
 JD0433'AT BOONVILLE, ABOUT MIDWAY BETWEEN POLES NO. 166-25 AND 166-26,
 JD0433'26.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE C.C. BELL
 JD0433'FRUIT FARM BUILDING, 58.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 JD0433'MAIN TRACK, 10.5 FEET SOUTH OF THE SOUTH RAIL OF A SPUR TRACK
 JD0433'ALONG THE NORTH SIDE OF THE BUILDING, 27.5 FEET EAST OF THE
 JD0433'CENTER LINE OF A DOOR ON THE EAST SIDE OF THE BUILDING, 1.0
 JD0433'FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A
 JD0433'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0433'0.2 FOOT ABOVE THE GROUND.
 JD0433
 JD0433                          STATION RECOVERY (1986)
 JD0433
 JD0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0143 ***********************************************************************
 KD0143  DESIGNATION -  H 222
 KD0143  PID         -  KD0143
 KD0143  STATE/COUNTY-  MO/HOWARD
 KD0143  USGS QUAD   -  FRANKLIN (1971)
 KD0143
 KD0143                         *CURRENT SURVEY CONTROL
 KD0143  ___________________________________________________________________
 KD0143* NAD 83(1986)-  39 00 53.     (N)    092 48 42.     (W)     SCALED    
 KD0143* NAVD 88     -       184.130  (meters)     604.10   (feet)  ADJUSTED  
 KD0143  ___________________________________________________________________
 KD0143  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KD0143  DYNAMIC HT  -         184.013 (meters)     603.72  (feet)  COMP
 KD0143  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 KD0143
 KD0143  VERT ORDER  -  FIRST     CLASS II
 KD0143
 KD0143.The horizontal coordinates were scaled from a topographic map and have
 KD0143.an estimated accuracy of +/- 6 seconds.
 KD0143
 KD0143.The orthometric height was determined by differential leveling
 KD0143.and adjusted by the National Geodetic Survey in June 1991..
 KD0143.WARNING-Repeat measurements at this control monument indicate possible
 KD0143.vertical movement.
 KD0143
 KD0143.The geoid height was determined by GEOID03.
 KD0143
 KD0143.The dynamic height is computed by dividing the NAVD 88
 KD0143.geopotential number by the normal gravity value computed on the
 KD0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0143.degrees latitude (g = 980.6199 gals.).
 KD0143
 KD0143.The modeled gravity was interpolated from observed gravity values.
 KD0143
 KD0143;                    North         East    Units  Estimated Accuracy
 KD0143;SPC MO C     -   353,110.      473,010.      MT  (+/- 180 meters Scaled)
 KD0143
 KD0143                          SUPERSEDED SURVEY CONTROL
 KD0143
 KD0143  NGVD 29 (??/??/92)  184.114  (m)          604.05   (f) ADJ UNCH    1 2
 KD0143
 KD0143.Superseded values are not recommended for survey control.
 KD0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0143.See file dsdata.txt to determine how the superseded data were derived.
 KD0143
 KD0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD163184(NAD 83)
 KD0143_MARKER: DB = BENCH MARK DISK
 KD0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0143_SP_SET: CONCRETE POST
 KD0143_STAMPING: H 222 1948
 KD0143_MARK LOGO: CGS   
 KD0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0143+STABILITY: SURFACE MOTION
 KD0143
 KD0143  HISTORY     - Date     Condition        Report By
 KD0143  HISTORY     - 1948     MONUMENTED       CGS
 KD0143  HISTORY     - 1967     GOOD             NGS
 KD0143  HISTORY     - 1986     GOOD             NGS
 KD0143
 KD0143                          STATION DESCRIPTION
 KD0143
 KD0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0143'4.2 MI NW FROM BOONVILLE.
 KD0143'2.7 MILES NORTHWEST ALONG STATE HIGHWAY NO. 87 FROM THE NORTH END
 KD0143'OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT BOONVILLE, THENCE
 KD0143'1.5 MILES NORTHWEST ALONG THE BOONVILLE-LISBON ROAD, ABOUT 0.8
 KD0143'MILE NORTHWEST OF THE OLD SANTA FE TRAIL MONUMENT ON THE NORTH SIDE
 KD0143'OF THE ROAD AND IN FRONT OF A LARGE BRICK FARMHOUSE, 0.8 MILE
 KD0143'SOUTHEAST OF THE STEEL BRIDGE OVER DORTLETT CREEK, BETWEEN THE
 KD0143'FOURTH AND FIFTH POPLAR TREE NORTH OF THE SOUTH END OF A ROW OF
 KD0143'POPLARS ON THE WEST SIDE OF A PRIVATE DRIVE, 109.0 FEET SOUTHWEST
 KD0143'OF THE SOUTHWEST CORNER OF THE FARM RESIDENCE OF THE GROSS
 KD0143'BROTHERS, 94.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 13.0
 KD0143'FEET WEST OF THE CENTER LINE OF THE PRIVATE DRIVE, 1.1 FEET EAST
 KD0143'OF A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 KD0143'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KD0143'NOTE-- POPLAR TREES ARE GONE.  IT IS IN A FARMYARD AND METAL
 KD0143'WITNESS POST WAS SET 1 FOOT S OF THE MARK.
 KD0143
 KD0143                          STATION RECOVERY (1967)
 KD0143
 KD0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0143'RECOVERED IN GOOD CONDITION.
 KD0143
 KD0143                          STATION RECOVERY (1986)
 KD0143
 KD0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0143'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.4 KM (3.35
 KD0143'MI) NORTHERLY ALONG STATE HIGHWAY 87 FROM THE COURTHOUSE IN BOONVILLE,
 KD0143'THENCE 2.4 KM (1.5 MI) WESTERLY ALONG COUNTY ROAD Z.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0170 ***********************************************************************
 KD0170  DESIGNATION -  H 223
 KD0170  PID         -  KD0170
 KD0170  STATE/COUNTY-  MO/HOWARD
 KD0170  USGS QUAD   -  GLASGOW (1971)
 KD0170
 KD0170                         *CURRENT SURVEY CONTROL
 KD0170  ___________________________________________________________________
 KD0170* NAD 83(1986)-  39 12 23.     (N)    092 51 11.     (W)     SCALED    
 KD0170* NAVD 88     -       187.752  (meters)     615.98   (feet)  ADJUSTED  
 KD0170  ___________________________________________________________________
 KD0170  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0170  DYNAMIC HT  -         187.637 (meters)     615.61  (feet)  COMP
 KD0170  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 KD0170
 KD0170  VERT ORDER  -  FIRST     CLASS II
 KD0170
 KD0170.The horizontal coordinates were scaled from a topographic map and have
 KD0170.an estimated accuracy of +/- 6 seconds.
 KD0170
 KD0170.The orthometric height was determined by differential leveling
 KD0170.and adjusted by the National Geodetic Survey in June 1991..
 KD0170
 KD0170.The geoid height was determined by GEOID03.
 KD0170
 KD0170.The dynamic height is computed by dividing the NAVD 88
 KD0170.geopotential number by the normal gravity value computed on the
 KD0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0170.degrees latitude (g = 980.6199 gals.).
 KD0170
 KD0170.The modeled gravity was interpolated from observed gravity values.
 KD0170
 KD0170;                    North         East    Units  Estimated Accuracy
 KD0170;SPC MO C     -   374,400.      469,510.      MT  (+/- 180 meters Scaled)
 KD0170
 KD0170                          SUPERSEDED SURVEY CONTROL
 KD0170
 KD0170  NGVD 29 (??/??/92)  187.724  (m)          615.89   (f) ADJ UNCH    1 2
 KD0170
 KD0170.Superseded values are not recommended for survey control.
 KD0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0170.See file dsdata.txt to determine how the superseded data were derived.
 KD0170
 KD0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD126396(NAD 83)
 KD0170_MARKER: DB = BENCH MARK DISK
 KD0170_SETTING: 66 = SET IN ROCK OUTCROP
 KD0170_SP_SET: ROCK LEDGE
 KD0170_STAMPING: H 223 1948
 KD0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD0170+STABILITY: POSITION/ELEVATION WELL
 KD0170
 KD0170  HISTORY     - Date     Condition        Report By
 KD0170  HISTORY     - 1948     MONUMENTED       CGS
 KD0170  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0170
 KD0170                          STATION DESCRIPTION
 KD0170
 KD0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0170'1 MI S FROM GLASGOW.
 KD0170'1.05 MILE SOUTH ALONG THE EAST BANK OF THE MISSOURI RIVER FROM
 KD0170'THE EAST END OF STATE HIGHWAY NO. 240 BRIDGE OVER THE MISSOURI
 KD0170'RIVER AT GLASGOW, ABOUT 250.0 FEET NORTH ALONG HURRICANE CREEK
 KD0170'(EAST BANK) FROM THE MOUTH, ABOUT 200.0 FEET NORTH ALONG THE BANK
 KD0170'FROM AN 8-INCH WILLOW TREE WITH A TRIANGULAR BLAZE ON THE
 KD0170'SOUTHWEST SIDE OF THE TREE, 65.0 FEET SOUTH OF AN 8-INCH POPLAR
 KD0170'TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 20.0
 KD0170'FEET EAST OF THE EAST BANK OF THE CREEK, 6.0 FEET NORTH OF A
 KD0170'FENCE, 3.0 FEET EAST OF A 4-INCH HORIZONTAL LIMB WITH A
 KD0170'TRIANGULAR BLAZE ON THE NORTH SIDE OF LIMB, SET VERTICALLY IN
 KD0170'THE NORTH FACE OF A ROCK LEDGE ABOUT 1.5 FEET ABOVE THE GROUND.
 KD0170
 KD0170                          STATION RECOVERY (1986)
 KD0170
 KD0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0375 ***********************************************************************
 KD0375  DESIGNATION -  H 224
 KD0375  PID         -  KD0375
 KD0375  STATE/COUNTY-  MO/SALINE
 KD0375  USGS QUAD   -  MIAMI (1979)
 KD0375
 KD0375                         *CURRENT SURVEY CONTROL
 KD0375  ___________________________________________________________________
 KD0375* NAD 83(1986)-  39 22 02.     (N)    093 09 40.     (W)     SCALED    
 KD0375* NAVD 88     -       194.049  (meters)     636.64   (feet)  ADJUSTED  
 KD0375  ___________________________________________________________________
 KD0375  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0375  DYNAMIC HT  -         193.934 (meters)     636.27  (feet)  COMP
 KD0375  MODELED GRAV-     980,030.4   (mgal)                       NAVD 88
 KD0375
 KD0375  VERT ORDER  -  FIRST     CLASS II
 KD0375
 KD0375.The horizontal coordinates were scaled from a topographic map and have
 KD0375.an estimated accuracy of +/- 6 seconds.
 KD0375
 KD0375.The orthometric height was determined by differential leveling
 KD0375.and adjusted by the National Geodetic Survey in June 1991..
 KD0375
 KD0375.The geoid height was determined by GEOID03.
 KD0375
 KD0375.The dynamic height is computed by dividing the NAVD 88
 KD0375.geopotential number by the normal gravity value computed on the
 KD0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0375.degrees latitude (g = 980.6199 gals.).
 KD0375
 KD0375.The modeled gravity was interpolated from observed gravity values.
 KD0375
 KD0375;                    North         East    Units  Estimated Accuracy
 KD0375;SPC MO C     -   392,410.      443,030.      MT  (+/- 180 meters Scaled)
 KD0375
 KD0375                          SUPERSEDED SURVEY CONTROL
 KD0375
 KD0375  NGVD 29 (??/??/92)  194.030  (m)          636.58   (f) ADJ UNCH    1 2
 KD0375
 KD0375.Superseded values are not recommended for survey control.
 KD0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0375.See file dsdata.txt to determine how the superseded data were derived.
 KD0375
 KD0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD861575(NAD 83)
 KD0375_MARKER: DB = BENCH MARK DISK
 KD0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0375_STAMPING: H 224 1948
 KD0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0375+STABILITY: SURFACE MOTION
 KD0375
 KD0375  HISTORY     - Date     Condition        Report By
 KD0375  HISTORY     - 1948     MONUMENTED       CGS
 KD0375
 KD0375                          STATION DESCRIPTION
 KD0375
 KD0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0375'5.6 MI NE FROM MIAMI.
 KD0375'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0375'MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE 1.0
 KD0375'MILE NORTHEAST, 0.7 MILE NORTH, 0.25 MILE EAST, 0.6 MILE NORTH,
 KD0375'0.4 MILE EAST, 1.15 MILE NORTH AND 1.4 MILE EAST ALONG DIRT
 KD0375'ROADS, 296.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 225.0 FEET
 KD0375'NORTH OF THE CENTER LINE OF THE ROAD MEASURED FROM A POINT WEST
 KD0375'OF A 90-DEGREE TURN IN THE ROAD, 5.5 FEET EAST OF A 30-INCH PECAN
 KD0375'TREE WHICH IS THE NORTHWESTMOST ONE OF TWO LONE PECAN TREES IN
 KD0375'A FIELD, 31.0 FEET NORTHWEST OF THE OTHER (26-INCH) PECAN TREE,
 KD0375'3.0 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KD0375'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0676 ***********************************************************************
 HC0676  DESIGNATION -  H 225
 HC0676  PID         -  HC0676
 HC0676  STATE/COUNTY-  MO/PHELPS
 HC0676  USGS QUAD   -  ROLLA (1992)
 HC0676
 HC0676                         *CURRENT SURVEY CONTROL
 HC0676  ___________________________________________________________________
 HC0676* NAD 83(1986)-  37 57 11.     (N)    091 46 04.     (W)     SCALED    
 HC0676* NAVD 88     -       334.865  (meters)    1098.64   (feet)  ADJUSTED  
 HC0676  ___________________________________________________________________
 HC0676  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HC0676  DYNAMIC HT  -         334.619 (meters)    1097.83  (feet)  COMP
 HC0676  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 HC0676
 HC0676  VERT ORDER  -  FIRST     CLASS II
 HC0676
 HC0676.The horizontal coordinates were scaled from a topographic map and have
 HC0676.an estimated accuracy of +/- 6 seconds.
 HC0676
 HC0676.The orthometric height was determined by differential leveling
 HC0676.and adjusted by the National Geodetic Survey in June 1991..
 HC0676
 HC0676.The geoid height was determined by GEOID03.
 HC0676
 HC0676.The dynamic height is computed by dividing the NAVD 88
 HC0676.geopotential number by the normal gravity value computed on the
 HC0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0676.degrees latitude (g = 980.6199 gals.).
 HC0676
 HC0676.The modeled gravity was interpolated from observed gravity values.
 HC0676
 HC0676;                    North         East    Units  Estimated Accuracy
 HC0676;SPC MO C     -   235,480.      564,350.      MT  (+/- 180 meters Scaled)
 HC0676
 HC0676                          SUPERSEDED SURVEY CONTROL
 HC0676
 HC0676  NGVD 29 (??/??/92)  334.819  (m)         1098.49   (f) ADJ UNCH    1 2
 HC0676
 HC0676.Superseded values are not recommended for survey control.
 HC0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0676.See file dsdata.txt to determine how the superseded data were derived.
 HC0676
 HC0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC082013(NAD 83)
 HC0676_MARKER: DB = BENCH MARK DISK
 HC0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0676_STAMPING: H 225 1949
 HC0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0676+STABILITY: SURFACE MOTION
 HC0676
 HC0676  HISTORY     - Date     Condition        Report By
 HC0676  HISTORY     - 1949     MONUMENTED       CGS
 HC0676
 HC0676                          STATION DESCRIPTION
 HC0676
 HC0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0676'AT ROLLA.
 HC0676'AT ROLLA, ABOUT 0.2 MILE NORTHEAST ALONG THE ST. LOUIS-SAN
 HC0676'FRANCISCO RAILWAY FROM THE STATION, AT THE 12TH STREET CROSSING
 HC0676'AND WITH THE JUNCTION OF 12TH AND CEDAR STREETS, 56 FEET WEST
 HC0676'OF AND ACROSS TRACK FROM THE WEST CURB OF CEDAR STREET, 21.5
 HC0676'FEET SOUTH OF THE SOUTHEDGE OF THE SOUTH SIDEWALK OF 12TH STREET,
 HC0676'18.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 2
 HC0676'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 HC0676'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HC0676'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0775 ***********************************************************************
 JC0775  DESIGNATION -  H 226
 JC0775  PID         -  JC0775
 JC0775  STATE/COUNTY-  MO/CRAWFORD
 JC0775  USGS QUAD   -  SULLIVAN (1980)
 JC0775
 JC0775                         *CURRENT SURVEY CONTROL
 JC0775  ___________________________________________________________________
 JC0775* NAD 83(1986)-  38 10 54.     (N)    091 11 49.     (W)     SCALED    
 JC0775* NAVD 88     -       312.057  (meters)    1023.81   (feet)  ADJUSTED  
 JC0775  ___________________________________________________________________
 JC0775  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JC0775  DYNAMIC HT  -         311.843 (meters)    1023.10  (feet)  COMP
 JC0775  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 JC0775
 JC0775  VERT ORDER  -  FIRST     CLASS II
 JC0775
 JC0775.The horizontal coordinates were scaled from a topographic map and have
 JC0775.an estimated accuracy of +/- 6 seconds.
 JC0775
 JC0775.The orthometric height was determined by differential leveling
 JC0775.and adjusted by the National Geodetic Survey in June 1991..
 JC0775
 JC0775.The geoid height was determined by GEOID03.
 JC0775
 JC0775.The dynamic height is computed by dividing the NAVD 88
 JC0775.geopotential number by the normal gravity value computed on the
 JC0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0775.degrees latitude (g = 980.6199 gals.).
 JC0775
 JC0775.The modeled gravity was interpolated from observed gravity values.
 JC0775
 JC0775;                    North         East    Units  Estimated Accuracy
 JC0775;SPC MO E     -   260,830.      188,940.      MT  (+/- 180 meters Scaled)
 JC0775
 JC0775                          SUPERSEDED SURVEY CONTROL
 JC0775
 JC0775  NGVD 29 (??/??/92)  312.072  (m)         1023.86   (f) ADJ UNCH    1 2
 JC0775
 JC0775.Superseded values are not recommended for survey control.
 JC0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0775.See file dsdata.txt to determine how the superseded data were derived.
 JC0775
 JC0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC579275(NAD 83)
 JC0775_MARKER: DB = BENCH MARK DISK
 JC0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0775_STAMPING: H 226 1949
 JC0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0775+STABILITY: SURFACE MOTION
 JC0775
 JC0775  HISTORY     - Date     Condition        Report By
 JC0775  HISTORY     - 1949     MONUMENTED       CGS
 JC0775
 JC0775                          STATION DESCRIPTION
 JC0775
 JC0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0775'2.9 MI SW FROM SULLIVAN.
 JC0775'ABOUT 2.9 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0775'FROM THE STATION AT SULLIVAN, AT MILE POLE 70-36, AT A PUBLIC ROAD
 JC0775'CROSSING, 73 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM THE
 JC0775'CROSSING SIGN, 78 FEET SOUTHEAST OF THE CENTER OF THE CROSSING,
 JC0775'39 FEET SOUTH OF THE SOUTH RAIL, 23 FEET EAST OF BM N = 1035 (USGS),
 JC0775'1 FOOT NORTH OF THE R/W FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 JC0775'POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JC0775'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0424 ***********************************************************************
 JC0424  DESIGNATION -  H 227
 JC0424  PID         -  JC0424
 JC0424  STATE/COUNTY-  MO/FRANKLIN
 JC0424  USGS QUAD   -  ST CLAIR (1969)
 JC0424
 JC0424                         *CURRENT SURVEY CONTROL
 JC0424  ___________________________________________________________________
 JC0424* NAD 83(1986)-  38 21 16.     (N)    090 57 58.     (W)     SCALED    
 JC0424* NAVD 88     -       233.674  (meters)     766.65   (feet)  ADJUSTED  
 JC0424  ___________________________________________________________________
 JC0424  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JC0424  DYNAMIC HT  -         233.519 (meters)     766.14  (feet)  COMP
 JC0424  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 JC0424
 JC0424  VERT ORDER  -  FIRST     CLASS II
 JC0424
 JC0424.This mark is at St Clair Regional Airport (K39)
 JC0424
 JC0424.The horizontal coordinates were scaled from a topographic map and have
 JC0424.an estimated accuracy of +/- 6 seconds.
 JC0424
 JC0424.The orthometric height was determined by differential leveling
 JC0424.and adjusted by the National Geodetic Survey in June 1991..
 JC0424
 JC0424.The geoid height was determined by GEOID03.
 JC0424
 JC0424.The dynamic height is computed by dividing the NAVD 88
 JC0424.geopotential number by the normal gravity value computed on the
 JC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0424.degrees latitude (g = 980.6199 gals.).
 JC0424
 JC0424.The modeled gravity was interpolated from observed gravity values.
 JC0424
 JC0424;                    North         East    Units  Estimated Accuracy
 JC0424;SPC MO E     -   279,880.      209,260.      MT  (+/- 180 meters Scaled)
 JC0424
 JC0424                          SUPERSEDED SURVEY CONTROL
 JC0424
 JC0424  NGVD 29 (??/??/92)  233.722  (m)          766.80   (f) ADJ UNCH    1 2
 JC0424
 JC0424.Superseded values are not recommended for survey control.
 JC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0424.See file dsdata.txt to determine how the superseded data were derived.
 JC0424
 JC0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC777471(NAD 83)
 JC0424_MARKER: DB = BENCH MARK DISK
 JC0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0424_STAMPING: H 227 1949
 JC0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0424+STABILITY: SURFACE MOTION
 JC0424
 JC0424  HISTORY     - Date     Condition        Report By
 JC0424  HISTORY     - 1949     MONUMENTED       CGS
 JC0424  HISTORY     - 1968     MARK NOT FOUND   USGS
 JC0424
 JC0424                          STATION DESCRIPTION
 JC0424
 JC0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0424'1 MI NE FROM ST CLAIR.
 JC0424'ABOUT 1.05 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0424'RAILWAY FROM THE STATION AT ST. CLAIR, AT THE ENTRANCE TO THE
 JC0424'ST. CLAIR AIRPORT, 13 FEET EAST OF THE CENTER LINE OF THE
 JC0424'NORTH-SOUTH GRAVEL ROAD, 10 FEET SOUTH OF THE CENTER LINE OF
 JC0424'THE DRIVE TO HANGAR, 5.5 FEET EAST OF A POWER LINE POLE, 2 FEET
 JC0424'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JC0424'NORTH-SOUTH GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST
 JC0424'PROJECTING 4 INCHES.
 JC0424
 JC0424                          STATION RECOVERY (1968)
 JC0424
 JC0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JC0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0747 ***********************************************************************
 HD0747  DESIGNATION -  H 23
 HD0747  PID         -  HD0747
 HD0747  STATE/COUNTY-  MO/POLK
 HD0747  USGS QUAD   -  WALNUT GROVE (1975)
 HD0747
 HD0747                         *CURRENT SURVEY CONTROL
 HD0747  ___________________________________________________________________
 HD0747* NAD 83(1986)-  37 26 23.     (N)    093 32 03.     (W)     SCALED    
 HD0747* NAVD 88     -       355.560  (meters)    1166.53   (feet)  ADJUSTED  
 HD0747  ___________________________________________________________________
 HD0747  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 HD0747  DYNAMIC HT  -         355.278 (meters)    1165.61  (feet)  COMP
 HD0747  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 HD0747
 HD0747  VERT ORDER  -  SECOND    CLASS 0
 HD0747
 HD0747.The horizontal coordinates were scaled from a topographic map and have
 HD0747.an estimated accuracy of +/- 6 seconds.
 HD0747
 HD0747.The orthometric height was determined by differential leveling
 HD0747.and adjusted by the National Geodetic Survey in June 1991..
 HD0747
 HD0747.The geoid height was determined by GEOID03.
 HD0747
 HD0747.The dynamic height is computed by dividing the NAVD 88
 HD0747.geopotential number by the normal gravity value computed on the
 HD0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0747.degrees latitude (g = 980.6199 gals.).
 HD0747
 HD0747.The modeled gravity was interpolated from observed gravity values.
 HD0747
 HD0747;                    North         East    Units  Estimated Accuracy
 HD0747;SPC MO C     -   178,750.      408,490.      MT  (+/- 180 meters Scaled)
 HD0747
 HD0747                          SUPERSEDED SURVEY CONTROL
 HD0747
 HD0747.No superseded survey control is available for this station.
 HD0747
 HD0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB527437(NAD 83)
 HD0747_MARKER: DB = BENCH MARK DISK
 HD0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0747_STAMPING: H 23 1934
 HD0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0747+STABILITY: SURFACE MOTION
 HD0747
 HD0747  HISTORY     - Date     Condition        Report By
 HD0747  HISTORY     - 1934     MONUMENTED       CGS
 HD0747
 HD0747                          STATION DESCRIPTION
 HD0747
 HD0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0747'2.2 MI N FROM WALNUT GROVE.
 HD0747'IN POLK COUNTY, 2.2 MILES NORTH ALONG THE ABANDONED ST. LOUIS-SAN
 HD0747'FRANCISCO RAILWAY FROM WALNUT GROVE, GREENE COUNTY, AT AN OLD
 HD0747'GRADE CROSSING, 47 FEET EAST OF THE CENTERLINE OF THE OLD
 HD0747'ROADBED, AND 27 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 HD0747'STANDARD DISK, STAMPED H 23 1934 AND SET IN THE TOP OF A CONCRETE
 HD0747'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0793 ***********************************************************************
 JD0793  DESIGNATION -  H 232
 JD0793  PID         -  JD0793
 JD0793  STATE/COUNTY-  MO/SALINE
 JD0793  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0793
 JD0793                         *CURRENT SURVEY CONTROL
 JD0793  ___________________________________________________________________
 JD0793* NAD 83(1986)-  38 58 57.     (N)    093 24 54.     (W)     SCALED    
 JD0793* NAVD 88     -       205.177  (meters)     673.15   (feet)  ADJUSTED  
 JD0793  ___________________________________________________________________
 JD0793  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0793  DYNAMIC HT  -         205.046 (meters)     672.72  (feet)  COMP
 JD0793  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JD0793
 JD0793  VERT ORDER  -  FIRST     CLASS II
 JD0793
 JD0793.The horizontal coordinates were scaled from a topographic map and have
 JD0793.an estimated accuracy of +/- 6 seconds.
 JD0793
 JD0793.The orthometric height was determined by differential leveling
 JD0793.and adjusted by the National Geodetic Survey in June 1991..
 JD0793.WARNING-Repeat measurements at this control monument indicate possible
 JD0793.vertical movement.
 JD0793
 JD0793.The geoid height was determined by GEOID03.
 JD0793
 JD0793.The dynamic height is computed by dividing the NAVD 88
 JD0793.geopotential number by the normal gravity value computed on the
 JD0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0793.degrees latitude (g = 980.6199 gals.).
 JD0793
 JD0793.The modeled gravity was interpolated from observed gravity values.
 JD0793
 JD0793;                    North         East    Units  Estimated Accuracy
 JD0793;SPC MO C     -   349,890.      420,720.      MT  (+/- 180 meters Scaled)
 JD0793
 JD0793                          SUPERSEDED SURVEY CONTROL
 JD0793
 JD0793  NGVD 29 (??/??/92)  205.089  (m)          672.86   (f) ADJ UNCH    1 2
 JD0793
 JD0793.Superseded values are not recommended for survey control.
 JD0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0793.See file dsdata.txt to determine how the superseded data were derived.
 JD0793
 JD0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD640149(NAD 83)
 JD0793_MARKER: DB = BENCH MARK DISK
 JD0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0793_SP_SET: CULVERT
 JD0793_STAMPING: H 232 1950
 JD0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0793
 JD0793  HISTORY     - Date     Condition        Report By
 JD0793  HISTORY     - 1950     MONUMENTED       CGS
 JD0793  HISTORY     - 1962     GOOD             NGS
 JD0793
 JD0793                          STATION DESCRIPTION
 JD0793
 JD0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JD0793'1.3 MI N FROM SWEET SPRINGS.
 JD0793'1.3 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 JD0793'SCHOOL AT SWEET SPRINGS, 0.45 MILE NORTH OF U.S. HIGHWAY 40,
 JD0793'12 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 JD0793'OF THE SOUTH END OF THE WEST HEADWALL OF A 7 FT X 9 FT CONCRETE
 JD0793'BOX CULVERT, AND ABOUT 1.0 FOOT HIGHER THAN THE HIGHWAY.
 JD0793
 JD0793                          STATION RECOVERY (1962)
 JD0793
 JD0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0904 ***********************************************************************
 JC0904  DESIGNATION -  H 234
 JC0904  PID         -  JC0904
 JC0904  STATE/COUNTY-  MO/MARIES
 JC0904  USGS QUAD   -  PAYDOWN (1981)
 JC0904
 JC0904                         *CURRENT SURVEY CONTROL
 JC0904  ___________________________________________________________________
 JC0904* NAD 83(1986)-  38 08 25.     (N)    091 50 14.     (W)     SCALED    
 JC0904* NAVD 88     -       264.291  (meters)     867.09   (feet)  ADJUSTED  
 JC0904  ___________________________________________________________________
 JC0904  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JC0904  DYNAMIC HT  -         264.105 (meters)     866.48  (feet)  COMP
 JC0904  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 JC0904
 JC0904  VERT ORDER  -  FIRST     CLASS II
 JC0904
 JC0904.The horizontal coordinates were scaled from a topographic map and have
 JC0904.an estimated accuracy of +/- 6 seconds.
 JC0904
 JC0904.The orthometric height was determined by differential leveling
 JC0904.and adjusted by the National Geodetic Survey in June 1991..
 JC0904.WARNING-Repeat measurements at this control monument indicate possible
 JC0904.vertical movement.
 JC0904
 JC0904.The geoid height was determined by GEOID03.
 JC0904
 JC0904.The dynamic height is computed by dividing the NAVD 88
 JC0904.geopotential number by the normal gravity value computed on the
 JC0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0904.degrees latitude (g = 980.6199 gals.).
 JC0904
 JC0904.The modeled gravity was interpolated from observed gravity values.
 JC0904
 JC0904;                    North         East    Units  Estimated Accuracy
 JC0904;SPC MO C     -   256,210.      558,100.      MT  (+/- 180 meters Scaled)
 JC0904
 JC0904                          SUPERSEDED SURVEY CONTROL
 JC0904
 JC0904  NGVD 29 (10/05/93)  264.265  (m)          867.01   (f) ADJUSTED    1 2
 JC0904
 JC0904.Superseded values are not recommended for survey control.
 JC0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0904.See file dsdata.txt to determine how the superseded data were derived.
 JC0904
 JC0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC018220(NAD 83)
 JC0904_MARKER: DB = BENCH MARK DISK
 JC0904_SETTING: 66 = SET IN ROCK OUTCROP
 JC0904_SP_SET: ROCK OUTCROP
 JC0904_STAMPING: H 234 1950
 JC0904_MARK LOGO: CGS   
 JC0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0904+STABILITY: POSITION/ELEVATION WELL
 JC0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0904+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JC0904
 JC0904  HISTORY     - Date     Condition        Report By
 JC0904  HISTORY     - 1950     MONUMENTED       CGS
 JC0904  HISTORY     - 19890718 GOOD             NGS
 JC0904  HISTORY     - 20050317 GOOD             MODNR
 JC0904
 JC0904                          STATION DESCRIPTION
 JC0904
 JC0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JC0904'5.4 MI NW FROM VICHY.
 JC0904'5.4 MILES NORTHWEST ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT
 JC0904'VICHY, AT A ROAD INTERSECTION, 125 FEET EAST OF THE CENTER LINE OF
 JC0904'A ROAD LEADING SOUTH, 115 FEET SOUTH OF TELEPHONE POLE 1247, 83 FEET
 JC0904'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF A
 JC0904'REFERENCE POST, AND SET IN THE TOP OF AN OUTCROP OF ROCK WHICH IS
 JC0904'ABOUT LEVEL WITH THE GROUND.
 JC0904
 JC0904                          STATION RECOVERY (1989)
 JC0904
 JC0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0904'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.0 KM (7.45
 JC0904'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE
 JC0904'HIGHWAY 42 IN VIENNA, THENCE 0.9 KM (0.55 MI) NORTHEASTERLY ALONG A
 JC0904'PAVED ROAD, THENCE 1.5 KM (0.95 MI) EASTERLY ALONG OLD U.S. HIGHWAY
 JC0904'63.  DELETE--115.0 FEET SOUTH OF TELEPHONE POLE NUMBER 1247, AND 4.0
 JC0904'FEET WEST OF A REFERENCE POST.  ADD--16.0 M (52.5 FT) SOUTHEAST OF A
 JC0904'WITNESS POST AND FENCE.
 JC0904
 JC0904                          STATION RECOVERY (2005)
 JC0904
 JC0904'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW)
 JC0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0807 ***********************************************************************
 HD0807  DESIGNATION -  H 24
 HD0807  PID         -  HD0807
 HD0807  STATE/COUNTY-  MO/CEDAR
 HD0807  USGS QUAD   -  WAGONER (1956)
 HD0807
 HD0807                         *CURRENT SURVEY CONTROL
 HD0807  ___________________________________________________________________
 HD0807* NAD 83(1986)-  37 44 45.     (N)    093 55 23.     (W)     SCALED    
 HD0807* NAVD 88     -       275.868  (meters)     905.08   (feet)  ADJUSTED  
 HD0807  ___________________________________________________________________
 HD0807  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HD0807  DYNAMIC HT  -         275.662 (meters)     904.40  (feet)  COMP
 HD0807  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 HD0807
 HD0807  VERT ORDER  -  SECOND    CLASS 0
 HD0807
 HD0807.The horizontal coordinates were scaled from a topographic map and have
 HD0807.an estimated accuracy of +/- 6 seconds.
 HD0807
 HD0807.The orthometric height was determined by differential leveling
 HD0807.and adjusted by the National Geodetic Survey in June 1991..
 HD0807
 HD0807.The geoid height was determined by GEOID03.
 HD0807
 HD0807.The dynamic height is computed by dividing the NAVD 88
 HD0807.geopotential number by the normal gravity value computed on the
 HD0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0807.degrees latitude (g = 980.6199 gals.).
 HD0807
 HD0807.The modeled gravity was interpolated from observed gravity values.
 HD0807
 HD0807;                    North         East    Units  Estimated Accuracy
 HD0807;SPC MO W     -   175,400.      900,850.      MT  (+/- 180 meters Scaled)
 HD0807
 HD0807                          SUPERSEDED SURVEY CONTROL
 HD0807
 HD0807  NGVD 29 (??/??/92)  275.758  (m)          904.72   (f) ADJ UNCH    2 0
 HD0807
 HD0807.Superseded values are not recommended for survey control.
 HD0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0807.See file dsdata.txt to determine how the superseded data were derived.
 HD0807
 HD0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB186780(NAD 83)
 HD0807_MARKER: DB = BENCH MARK DISK
 HD0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0807_STAMPING: H 24 1934
 HD0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0807+STABILITY: SURFACE MOTION
 HD0807
 HD0807  HISTORY     - Date     Condition        Report By
 HD0807  HISTORY     - 1934     MONUMENTED       CGS
 HD0807  HISTORY     - 1963     GOOD             NGS
 HD0807
 HD0807                          STATION DESCRIPTION
 HD0807
 HD0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0807'1.6 MI SE FROM FILLEY.
 HD0807'1.55 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE CHRISTIAN
 HD0807'CHURCH AT FILLEY, ON THE OUTSIDE OF A CURVE AND 41 FEET NORTHEAST
 HD0807'OF THE CENTER LINE OF THE HIGHWAY, 36 FEET WEST OF THE CENTER
 HD0807'LINE OF A GRAVELED ROAD LEADING NORTH, 3.5 FEET NORTHEAST OF A
 HD0807'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 HD0807'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1461 ***********************************************************************
 JD1461  DESIGNATION -  H 245
 JD1461  PID         -  JD1461
 JD1461  STATE/COUNTY-  MO/HENRY
 JD1461  USGS QUAD   -  CALHOUN WEST (1981)
 JD1461
 JD1461                         *CURRENT SURVEY CONTROL
 JD1461  ___________________________________________________________________
 JD1461* NAD 83(1986)-  38 27 49.     (N)    093 38 20.     (W)     SCALED    
 JD1461* NAVD 88     -       229.797  (meters)     753.93   (feet)  ADJUSTED  
 JD1461  ___________________________________________________________________
 JD1461  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JD1461  DYNAMIC HT  -         229.639 (meters)     753.41  (feet)  COMP
 JD1461  MODELED GRAV-     979,936.3   (mgal)                       NAVD 88
 JD1461
 JD1461  VERT ORDER  -  SECOND    CLASS 0
 JD1461
 JD1461.The horizontal coordinates were scaled from a topographic map and have
 JD1461.an estimated accuracy of +/- 6 seconds.
 JD1461
 JD1461.The orthometric height was determined by differential leveling
 JD1461.and adjusted by the National Geodetic Survey in June 1991..
 JD1461
 JD1461.The geoid height was determined by GEOID03.
 JD1461
 JD1461.The dynamic height is computed by dividing the NAVD 88
 JD1461.geopotential number by the normal gravity value computed on the
 JD1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1461.degrees latitude (g = 980.6199 gals.).
 JD1461
 JD1461.The modeled gravity was interpolated from observed gravity values.
 JD1461
 JD1461;                    North         East    Units  Estimated Accuracy
 JD1461;SPC MO W     -   255,260.      925,150.      MT  (+/- 180 meters Scaled)
 JD1461
 JD1461                          SUPERSEDED SURVEY CONTROL
 JD1461
 JD1461  NGVD 29 (??/??/92)  229.684  (m)          753.55   (f) ADJ UNCH    2 0
 JD1461
 JD1461.Superseded values are not recommended for survey control.
 JD1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1461.See file dsdata.txt to determine how the superseded data were derived.
 JD1461
 JD1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC442574(NAD 83)
 JD1461_MARKER: DB = BENCH MARK DISK
 JD1461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1461_SP_SET: BRIDGE ABUTMENT
 JD1461_STAMPING: H 245 1962
 JD1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1461
 JD1461  HISTORY     - Date     Condition        Report By
 JD1461  HISTORY     - 1962     MONUMENTED       CGS
 JD1461  HISTORY     - 1963     GOOD             NGS
 JD1461
 JD1461                          STATION DESCRIPTION
 JD1461
 JD1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1461'0.6 MI SW FROM CALHOUN.
 JD1461'ABOUT 0.65 MILE SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1461'RAILROAD FROM THE STATION AT CALHOUN, IN SECTION 36, T 43 N,
 JD1461'R 25 W, 3 POLES SOUTHWEST OF MILEPOST 256, 9 FEET SOUTHEAST
 JD1461'OF THE SOUTHEAST RAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JD1461'RAIL, AND SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 JD1461'CONCRETE ABUTMENT OF A STEEL GIRDER BRIDGE.
 JD1461
 JD1461                          STATION RECOVERY (1963)
 JD1461
 JD1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0867 ***********************************************************************
 JD0867  DESIGNATION -  H 246
 JD0867  PID         -  JD0867
 JD0867  STATE/COUNTY-  MO/PETTIS
 JD0867  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD0867
 JD0867                         *CURRENT SURVEY CONTROL
 JD0867  ___________________________________________________________________
 JD0867* NAD 83(1986)-  38 31 20.     (N)    093 29 27.     (W)     SCALED    
 JD0867* NAVD 88     -       272.244  (meters)     893.19   (feet)  ADJUSTED  
 JD0867  ___________________________________________________________________
 JD0867  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD0867  DYNAMIC HT  -         272.052 (meters)     892.56  (feet)  COMP
 JD0867  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 JD0867
 JD0867  VERT ORDER  -  SECOND    CLASS 0
 JD0867
 JD0867.The horizontal coordinates were scaled from a topographic map and have
 JD0867.an estimated accuracy of +/- 6 seconds.
 JD0867
 JD0867.The orthometric height was determined by differential leveling
 JD0867.and adjusted by the National Geodetic Survey in June 1991..
 JD0867
 JD0867.The geoid height was determined by GEOID03.
 JD0867
 JD0867.The dynamic height is computed by dividing the NAVD 88
 JD0867.geopotential number by the normal gravity value computed on the
 JD0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0867.degrees latitude (g = 980.6199 gals.).
 JD0867
 JD0867.The modeled gravity was interpolated from observed gravity values.
 JD0867
 JD0867;                    North         East    Units  Estimated Accuracy
 JD0867;SPC MO C     -   298,860.      413,600.      MT  (+/- 180 meters Scaled)
 JD0867
 JD0867                          SUPERSEDED SURVEY CONTROL
 JD0867
 JD0867  NGVD 29 (??/??/92)  272.128  (m)          892.81   (f) ADJ UNCH    2 0
 JD0867
 JD0867.Superseded values are not recommended for survey control.
 JD0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0867.See file dsdata.txt to determine how the superseded data were derived.
 JD0867
 JD0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC572638(NAD 83)
 JD0867_MARKER: DB = BENCH MARK DISK
 JD0867_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD0867_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD0867_STAMPING: H 246 1962
 JD0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0867
 JD0867  HISTORY     - Date     Condition        Report By
 JD0867  HISTORY     - 1962     MONUMENTED       CGS
 JD0867  HISTORY     - 1963     GOOD             NGS
 JD0867
 JD0867                          STATION DESCRIPTION
 JD0867
 JD0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0867'1.6 MI E FROM WINDSOR.
 JD0867'ABOUT 1.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0867'RAILROAD FROM THE STATION AT WINDSOR, IN SECTION 8, T 43 N,
 JD0867'R 23 W, 8 1/2 POLES EAST OF MILEPOST 215, 45 FEET SOUTH OF THE
 JD0867'SOUTH RAIL, 14 FEET EAST OF THE CENTER OF A GATE WHICH IS
 JD0867'ACROSS A FIELD ROAD, 8 1/2 POLES EAST OF A DOUBLE ROW OF POWER
 JD0867'LINES WHICH CROSS THE TRACK, 2 FEET NORTH OF A FENCE, ABOUT 1 1/2
 JD0867'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 3-INCH
 JD0867'IRON PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0477 ***********************************************************************
 JE0477  DESIGNATION -  H 247
 JE0477  PID         -  JE0477
 JE0477  STATE/COUNTY-  MO/VERNON
 JE0477  USGS QUAD   -  ROCKVILLE (1991)
 JE0477
 JE0477                         *CURRENT SURVEY CONTROL
 JE0477  ___________________________________________________________________
 JE0477* NAD 83(1986)-  38 00 36.     (N)    094 04 25.     (W)     SCALED    
 JE0477* NAVD 88     -       223.212  (meters)     732.32   (feet)  ADJUSTED  
 JE0477  ___________________________________________________________________
 JE0477  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JE0477  DYNAMIC HT  -         223.047 (meters)     731.78  (feet)  COMP
 JE0477  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 JE0477
 JE0477  VERT ORDER  -  SECOND    CLASS 0
 JE0477
 JE0477.The horizontal coordinates were scaled from a topographic map and have
 JE0477.an estimated accuracy of +/- 6 seconds.
 JE0477
 JE0477.The orthometric height was determined by differential leveling
 JE0477.and adjusted by the National Geodetic Survey in June 1991..
 JE0477
 JE0477.The geoid height was determined by GEOID03.
 JE0477
 JE0477.The dynamic height is computed by dividing the NAVD 88
 JE0477.geopotential number by the normal gravity value computed on the
 JE0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0477.degrees latitude (g = 980.6199 gals.).
 JE0477
 JE0477.The modeled gravity was interpolated from observed gravity values.
 JE0477
 JE0477;                    North         East    Units  Estimated Accuracy
 JE0477;SPC MO W     -   204,650.      887,440.      MT  (+/- 180 meters Scaled)
 JE0477
 JE0477                          SUPERSEDED SURVEY CONTROL
 JE0477
 JE0477  NGVD 29 (??/??/92)  223.111  (m)          731.99   (f) ADJ UNCH    2 0
 JE0477
 JE0477.Superseded values are not recommended for survey control.
 JE0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0477.See file dsdata.txt to determine how the superseded data were derived.
 JE0477
 JE0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC057074(NAD 83)
 JE0477_MARKER: DB = BENCH MARK DISK
 JE0477_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0477_SP_SET: 12 FEET
 JE0477_STAMPING: H 247 1962
 JE0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0477
 JE0477  HISTORY     - Date     Condition        Report By
 JE0477  HISTORY     - 1962     MONUMENTED       CGS
 JE0477  HISTORY     - 1964     GOOD             NGS
 JE0477  HISTORY     - 19880211 MARK NOT FOUND   USPSQD
 JE0477
 JE0477                          STATION DESCRIPTION
 JE0477
 JE0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JE0477'2.8 MI E FROM SCHELL CITY.
 JE0477'ABOUT 0.5 MILE SOUTH ALONG COUNTY ROAD AA FROM THE POST OFFICE
 JE0477'AT SCHELL CITY, THENCE 2.35 MILES EAST ALONG A DIRT AND GRAVELED
 JE0477'ROAD, IN SECTION 1, T 37 N, R 29 W, 58 FEET NORTH OF THE CENTER
 JE0477'LINE OF THE ROAD, 0.05 MILE SOUTHWEST OF A LAKE WHICH IS IN A
 JE0477'WOODED AREA, 17 FEET WEST OF A POWER POLE, 1.0 FOOT NORTHWEST
 JE0477'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE
 JE0477'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 JE0477'OF 12 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 5
 JE0477'INCHES.
 JE0477
 JE0477                          STATION RECOVERY (1964)
 JE0477
 JE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JE0477'RECOVERED IN GOOD CONDITION.
 JE0477
 JE0477                          STATION RECOVERY (1988)
 JE0477
 JE0477'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JE0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0995 ***********************************************************************
 HD0995  DESIGNATION -  H 248
 HD0995  PID         -  HD0995
 HD0995  STATE/COUNTY-  MO/CEDAR
 HD0995  USGS QUAD   -  FILLEY (1991)
 HD0995
 HD0995                         *CURRENT SURVEY CONTROL
 HD0995  ___________________________________________________________________
 HD0995* NAD 83(1986)-  37 51 40.     (N)    093 58 35.     (W)     SCALED    
 HD0995* NAVD 88     -       279.977  (meters)     918.56   (feet)  ADJUSTED  
 HD0995  ___________________________________________________________________
 HD0995  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HD0995  DYNAMIC HT  -         279.768 (meters)     917.87  (feet)  COMP
 HD0995  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 HD0995
 HD0995  VERT ORDER  -  SECOND    CLASS 0
 HD0995
 HD0995.The horizontal coordinates were scaled from a topographic map and have
 HD0995.an estimated accuracy of +/- 6 seconds.
 HD0995
 HD0995.The orthometric height was determined by differential leveling
 HD0995.and adjusted by the National Geodetic Survey in June 1991..
 HD0995
 HD0995.The geoid height was determined by GEOID03.
 HD0995
 HD0995.The dynamic height is computed by dividing the NAVD 88
 HD0995.geopotential number by the normal gravity value computed on the
 HD0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0995.degrees latitude (g = 980.6199 gals.).
 HD0995
 HD0995.The modeled gravity was interpolated from observed gravity values.
 HD0995
 HD0995;                    North         East    Units  Estimated Accuracy
 HD0995;SPC MO W     -   188,160.      896,070.      MT  (+/- 180 meters Scaled)
 HD0995
 HD0995                          SUPERSEDED SURVEY CONTROL
 HD0995
 HD0995  NGVD 29 (??/??/92)  279.876  (m)          918.23   (f) ADJ UNCH    2 0
 HD0995
 HD0995.Superseded values are not recommended for survey control.
 HD0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0995.See file dsdata.txt to determine how the superseded data were derived.
 HD0995
 HD0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB141908(NAD 83)
 HD0995_MARKER: DB = BENCH MARK DISK
 HD0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0995_STAMPING: H 248 1963
 HD0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0995+STABILITY: SURFACE MOTION
 HD0995
 HD0995  HISTORY     - Date     Condition        Report By
 HD0995  HISTORY     - 1963     MONUMENTED       CGS
 HD0995
 HD0995                          STATION DESCRIPTION
 HD0995
 HD0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HD0995'2.8 MI E FROM ELDORADO SPRINGS.
 HD0995'0.1 MILE EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 HD0995'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH
 HD0995'ALONG STATE HIGHWAY 82, THENCE 2.65 MILES EAST ALONG U.S. HIGHWAY
 HD0995'54, IN SECTION 26, T 36 N, R 28 W, 166 FEET NORTHWEST OF THE
 HD0995'NORTHWEST CORNER OF A STUCCO BUILDING, 56 FEET SOUTH OF THE
 HD0995'CENTER LINE OF THE HIGHWAY, 6 1/2 FEET EAST OF A POWER POLE,
 HD0995'1 1/2 FEET SOUTH OF A CONCRETE BLOCK CURBING, ABOUT 2 FEET ABOVE
 HD0995'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HD0995'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1760 ***********************************************************************
 JD1760  DESIGNATION -  H 249
 JD1760  PID         -  JD1760
 JD1760  STATE/COUNTY-  MO/ST CLAIR
 JD1760  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1760
 JD1760                         *CURRENT SURVEY CONTROL
 JD1760  ___________________________________________________________________
 JD1760* NAD 83(1986)-  38 07 52.     (N)    093 53 22.     (W)     SCALED    
 JD1760* NAVD 88     -       246.302  (meters)     808.08   (feet)  ADJUSTED  
 JD1760  ___________________________________________________________________
 JD1760  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1760  DYNAMIC HT  -         246.124 (meters)     807.49  (feet)  COMP
 JD1760  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 JD1760
 JD1760  VERT ORDER  -  SECOND    CLASS 0
 JD1760
 JD1760.The horizontal coordinates were scaled from a topographic map and have
 JD1760.an estimated accuracy of +/- 6 seconds.
 JD1760
 JD1760.The orthometric height was determined by differential leveling
 JD1760.and adjusted by the National Geodetic Survey in June 1991..
 JD1760
 JD1760.The geoid height was determined by GEOID03.
 JD1760
 JD1760.The dynamic height is computed by dividing the NAVD 88
 JD1760.geopotential number by the normal gravity value computed on the
 JD1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1760.degrees latitude (g = 980.6199 gals.).
 JD1760
 JD1760.The modeled gravity was interpolated from observed gravity values.
 JD1760
 JD1760;                    North         East    Units  Estimated Accuracy
 JD1760;SPC MO W     -   218,180.      903,530.      MT  (+/- 180 meters Scaled)
 JD1760
 JD1760                          SUPERSEDED SURVEY CONTROL
 JD1760
 JD1760  NGVD 29 (??/??/92)  246.195  (m)          807.72   (f) ADJ UNCH    2 0
 JD1760
 JD1760.Superseded values are not recommended for survey control.
 JD1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1760.See file dsdata.txt to determine how the superseded data were derived.
 JD1760
 JD1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC220207(NAD 83)
 JD1760_MARKER: P = PIPE CAP
 JD1760_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD1760_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD1760_STAMPING: H 249 1963
 JD1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1760
 JD1760  HISTORY     - Date     Condition        Report By
 JD1760  HISTORY     - 1963     MONUMENTED       CGS
 JD1760  HISTORY     - 1963     GOOD             NGS
 JD1760
 JD1760                          STATION DESCRIPTION
 JD1760
 JD1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1760'3 MI NE FROM JOHNSON CITY.
 JD1760'ABOUT 0.8 MILE NORTH ALONG STATE ROAD M FROM THE C.L. PIEPMEIER
 JD1760'STORE AT JOHNSON CITY, THENCE 0.95 MILE EAST ALONG A GRAVELED
 JD1760'ROAD, THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 JD1760'MILE EAST ALONG A GRAVELED ROAD, AT A SHARP CURVE IN THE ROAD
 JD1760'TO THE SOUTH, 0.25 MILE NORTH OF A ROAD LEADING EAST, 65 FEET
 JD1760'NORTHEAST OF THE CENTER LINE OF THE CURVE IN THE ROAD, 24 FEET
 JD1760'NORTHEAST OF A FENCE CORNER, 15.7 FEET EAST OF A POWER POLE BRACED
 JD1760'BY A GUY WIRE, 14 1/2 FEET NORTH OF A FENCE, 15.0 FEET EAST OF
 JD1760'A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD,
 JD1760'AND SET ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 5 INCHES.
 JD1760
 JD1760                          STATION RECOVERY (1963)
 JD1760
 JD1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0954 ***********************************************************************
 GD0954  DESIGNATION -  H 25
 GD0954  PID         -  GD0954
 GD0954  STATE/COUNTY-  MO/SCOTT
 GD0954  USGS QUAD   -  SIKESTON NORTH (1979)
 GD0954
 GD0954                         *CURRENT SURVEY CONTROL
 GD0954  ___________________________________________________________________
 GD0954* NAD 83(1986)-  36 54 40.     (N)    089 36 39.     (W)     SCALED    
 GD0954* NAVD 88     -       101.742  (meters)     333.80   (feet)  ADJUSTED  
 GD0954  ___________________________________________________________________
 GD0954  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GD0954  DYNAMIC HT  -         101.665 (meters)     333.55  (feet)  COMP
 GD0954  MODELED GRAV-     979,876.3   (mgal)                       NAVD 88
 GD0954
 GD0954  VERT ORDER  -  SECOND    CLASS 0
 GD0954
 GD0954.The horizontal coordinates were scaled from a topographic map and have
 GD0954.an estimated accuracy of +/- 6 seconds.
 GD0954
 GD0954.The orthometric height was determined by differential leveling
 GD0954.and adjusted by the National Geodetic Survey in June 1991..
 GD0954
 GD0954.The geoid height was determined by GEOID03.
 GD0954
 GD0954.The dynamic height is computed by dividing the NAVD 88
 GD0954.geopotential number by the normal gravity value computed on the
 GD0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0954.degrees latitude (g = 980.6199 gals.).
 GD0954
 GD0954.The modeled gravity was interpolated from observed gravity values.
 GD0954
 GD0954;                    North         East    Units  Estimated Accuracy
 GD0954;SPC MO E     -   119,960.      329,230.      MT  (+/- 180 meters Scaled)
 GD0954
 GD0954                          SUPERSEDED SURVEY CONTROL
 GD0954
 GD0954  NGVD 29 (??/??/??)  101.685  (m)          333.61   (f) ADJUSTED    2 0
 GD0954
 GD0954.Superseded values are not recommended for survey control.
 GD0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0954.See file dsdata.txt to determine how the superseded data were derived.
 GD0954
 GD0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF674881(NAD 83)
 GD0954_MARKER: DB = BENCH MARK DISK
 GD0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0954_STAMPING: H 25 1933
 GD0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0954+STABILITY: SURFACE MOTION
 GD0954
 GD0954  HISTORY     - Date     Condition        Report By
 GD0954  HISTORY     - 1933     MONUMENTED       CGS
 GD0954  HISTORY     - 20020817 MARK NOT FOUND   USACE
 GD0954
 GD0954                          STATION DESCRIPTION
 GD0954
 GD0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0954'3 MI N FROM SIKESTON.
 GD0954'3 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GD0954'SIKESTON, SCOTT COUNTY, 20 YARDS SOUTH OF THE SOUTHWEST CORNER
 GD0954'OF A HOUSE, 35 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 15
 GD0954'FEET NORTHWEST OF A POLE, AND 12 FEET SOUTH OF THE CENTERLINE OF
 GD0954'A DIRT-ROAD CROSSING.  A STANDARD DISK, STAMPED H 25 1933 AND SET
 GD0954'IN THE TOP OF A CONCRETE POST.
 GD0954
 GD0954                          STATION RECOVERY (2002)
 GD0954
 GD0954'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1679 ***********************************************************************
 JD1679  DESIGNATION -  H 250
 JD1679  PID         -  JD1679
 JD1679  STATE/COUNTY-  MO/HENRY
 JD1679  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1679
 JD1679                         *CURRENT SURVEY CONTROL
 JD1679  ___________________________________________________________________
 JD1679* NAD 83(1986)-  38 15 57.     (N)    093 50 02.     (W)     SCALED    
 JD1679* NAVD 88     -       236.099  (meters)     774.60   (feet)  ADJUSTED  
 JD1679  ___________________________________________________________________
 JD1679  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JD1679  DYNAMIC HT  -         235.933 (meters)     774.06  (feet)  COMP
 JD1679  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 JD1679
 JD1679  VERT ORDER  -  SECOND    CLASS 0
 JD1679
 JD1679.The horizontal coordinates were scaled from a topographic map and have
 JD1679.an estimated accuracy of +/- 6 seconds.
 JD1679
 JD1679.The orthometric height was determined by differential leveling
 JD1679.and adjusted by the National Geodetic Survey in June 1991..
 JD1679
 JD1679.The geoid height was determined by GEOID03.
 JD1679
 JD1679.The dynamic height is computed by dividing the NAVD 88
 JD1679.geopotential number by the normal gravity value computed on the
 JD1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1679.degrees latitude (g = 980.6199 gals.).
 JD1679
 JD1679.The modeled gravity was interpolated from observed gravity values.
 JD1679
 JD1679;                    North         East    Units  Estimated Accuracy
 JD1679;SPC MO W     -   233,170.      908,290.      MT  (+/- 180 meters Scaled)
 JD1679
 JD1679                          SUPERSEDED SURVEY CONTROL
 JD1679
 JD1679  NGVD 29 (??/??/92)  235.989  (m)          774.24   (f) ADJ UNCH    2 0
 JD1679
 JD1679.Superseded values are not recommended for survey control.
 JD1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1679.See file dsdata.txt to determine how the superseded data were derived.
 JD1679
 JD1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC270356(NAD 83)
 JD1679_MARKER: DB = BENCH MARK DISK
 JD1679_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1679_SP_SET: 6 FEET
 JD1679_STAMPING: H 250 1963
 JD1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1679
 JD1679  HISTORY     - Date     Condition        Report By
 JD1679  HISTORY     - 1963     MONUMENTED       CGS
 JD1679
 JD1679                          STATION DESCRIPTION
 JD1679
 JD1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1679'8.7 MI SW FROM CLINTON.
 JD1679'ABOUT 3.55 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1679'RAILROAD FROM THE STATION AT CLINTON, THENCE 3.6 MILES SOUTH
 JD1679'ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST AND 1.05 MILES
 JD1679'SOUTH ALONG STATE ROAD VV, OR 0.4 MILE WEST ALONG AN ASPHALT
 JD1679'STREET FROM THE POST OFFICE AT DEEPWATER, THENCE 0.8 MILE SOUTH
 JD1679'ALONG STATE HIGHWAY 13, THENCE 4.3 MILES WEST ALONG STATE
 JD1679'HIGHWAY 52, 1.05 MILES SOUTH OF THE CHURCH OF THE BRETHREN, IN
 JD1679'SECTION 18, T 40 N, R 26 W, 69 1/2 FEET WEST OF AND ACROSS
 JD1679'THE ROAD FROM A TELEPHONE POLE, 41 FEET SOUTH OF THE CENTER
 JD1679'LINE OF A PRIVATE ROAD LEADING WEST, 38 FEET WEST OF THE CENTER
 JD1679'LINE OF THE ROAD, 16 FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET
 JD1679'EAST OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 JD1679'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 JD1679'COATED ROD THAT IS DRIVEN TO A DEPTH OF 6 FEET TO SOLID ROCK
 JD1679'AND IS ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0644 ***********************************************************************
 JE0644  DESIGNATION -  H 251
 JE0644  PID         -  JE0644
 JE0644  STATE/COUNTY-  MO/BATES
 JE0644  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0644
 JE0644                         *CURRENT SURVEY CONTROL
 JE0644  ___________________________________________________________________
 JE0644* NAD 83(1986)-  38 13 09.     (N)    094 17 21.     (W)     SCALED    
 JE0644* NAVD 88     -       261.265  (meters)     857.17   (feet)  ADJUSTED  
 JE0644  ___________________________________________________________________
 JE0644  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0644  DYNAMIC HT  -         261.076 (meters)     856.55  (feet)  COMP
 JE0644  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 JE0644
 JE0644  VERT ORDER  -  SECOND    CLASS 0
 JE0644
 JE0644.The horizontal coordinates were scaled from a topographic map and have
 JE0644.an estimated accuracy of +/- 6 seconds.
 JE0644
 JE0644.The orthometric height was determined by differential leveling
 JE0644.and adjusted by the National Geodetic Survey in June 1991..
 JE0644
 JE0644.The geoid height was determined by GEOID03.
 JE0644
 JE0644.The dynamic height is computed by dividing the NAVD 88
 JE0644.geopotential number by the normal gravity value computed on the
 JE0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0644.degrees latitude (g = 980.6199 gals.).
 JE0644
 JE0644.The modeled gravity was interpolated from observed gravity values.
 JE0644
 JE0644;                    North         East    Units  Estimated Accuracy
 JE0644;SPC MO W     -   227,800.      868,460.      MT  (+/- 180 meters Scaled)
 JE0644
 JE0644                          SUPERSEDED SURVEY CONTROL
 JE0644
 JE0644  NGVD 29 (??/??/92)  261.147  (m)          856.78   (f) ADJ UNCH    2 0
 JE0644
 JE0644.Superseded values are not recommended for survey control.
 JE0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0644.See file dsdata.txt to determine how the superseded data were derived.
 JE0644
 JE0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC871309(NAD 83)
 JE0644_MARKER: DB = BENCH MARK DISK
 JE0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0644_SP_SET: CULVERT
 JE0644_STAMPING: H 251 1963
 JE0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0644
 JE0644  HISTORY     - Date     Condition        Report By
 JE0644  HISTORY     - 1963     MONUMENTED       CGS
 JE0644
 JE0644                          STATION DESCRIPTION
 JE0644
 JE0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0644'7.2 MI SE FROM BUTLER.
 JE0644'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0644'THE STATION AT BUTLER, THENCE 0.9 MILE EAST ALONG A GRAVELED
 JE0644'ROAD, THENCE 3.35 MILES EAST ALONG STATE HIGHWAY 52, 18 FEET
 JE0644'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 JE0644'HIGHWAY, AND SET IN THE TOP OF THE EAST END OF THE SOUTH
 JE0644'CONCRETE HEADWALL OF A 25-INCH BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0359 ***********************************************************************
 JE0359  DESIGNATION -  H 252
 JE0359  PID         -  JE0359
 JE0359  STATE/COUNTY-  MO/BATES
 JE0359  USGS QUAD   -  ADRIAN (1981)
 JE0359
 JE0359                         *CURRENT SURVEY CONTROL
 JE0359  ___________________________________________________________________
 JE0359* NAD 83(1986)-  38 26 45.     (N)    094 21 25.     (W)     SCALED    
 JE0359* NAVD 88     -       242.823  (meters)     796.66   (feet)  ADJUSTED  
 JE0359  ___________________________________________________________________
 JE0359  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0359  DYNAMIC HT  -         242.652 (meters)     796.10  (feet)  COMP
 JE0359  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 JE0359
 JE0359  VERT ORDER  -  FIRST     CLASS II
 JE0359
 JE0359.The horizontal coordinates were scaled from a topographic map and have
 JE0359.an estimated accuracy of +/- 6 seconds.
 JE0359
 JE0359.The orthometric height was determined by differential leveling
 JE0359.and adjusted by the National Geodetic Survey in June 1991..
 JE0359
 JE0359.The geoid height was determined by GEOID03.
 JE0359
 JE0359.The dynamic height is computed by dividing the NAVD 88
 JE0359.geopotential number by the normal gravity value computed on the
 JE0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0359.degrees latitude (g = 980.6199 gals.).
 JE0359
 JE0359.The modeled gravity was interpolated from observed gravity values.
 JE0359
 JE0359;                    North         East    Units  Estimated Accuracy
 JE0359;SPC MO W     -   252,950.      862,490.      MT  (+/- 180 meters Scaled)
 JE0359
 JE0359                          SUPERSEDED SURVEY CONTROL
 JE0359
 JE0359  NGVD 29 (??/??/92)  242.704  (m)          796.27   (f) ADJ UNCH    1 2
 JE0359
 JE0359.Superseded values are not recommended for survey control.
 JE0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0359.See file dsdata.txt to determine how the superseded data were derived.
 JE0359
 JE0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC815561(NAD 83)
 JE0359_MARKER: DB = BENCH MARK DISK
 JE0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0359_SP_SET: ABUTMENT
 JE0359_STAMPING: H 252 1963
 JE0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0359
 JE0359  HISTORY     - Date     Condition        Report By
 JE0359  HISTORY     - 1963     MONUMENTED       CGS
 JE0359
 JE0359                          STATION DESCRIPTION
 JE0359
 JE0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0359'2.4 MI S FROM ARCHIE.
 JE0359'ABOUT 2.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0359'THE STATION AT ARCHIE, OR ABOUT 3.4 MILES NORTH ALONG THE
 JE0359'MISSOURI PACIFIC RAILROAD FROM THE STATION AT ADRIAN, 9 POLES
 JE0359'SOUTH OF MILEPOST 274, SET IN THE TOP OF THE SOUTHEAST CORNER
 JE0359'OF THE NORTH CONCRETE ABUTMENT OF THE STEEL BRIDGE OVER MORMAN
 JE0359'FORK OF THE SOUTH GRAND RIVER, 9 FEET EAST OF THE EAST RAIL,
 JE0359'AND ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0499 ***********************************************************************
 JE0499  DESIGNATION -  H 253
 JE0499  PID         -  JE0499
 JE0499  STATE/COUNTY-  MO/BATES
 JE0499  USGS QUAD   -  MAIN CITY (1961)
 JE0499
 JE0499                         *CURRENT SURVEY CONTROL
 JE0499  ___________________________________________________________________
 JE0499* NAD 83(1986)-  38 25 28.     (N)    094 27 56.     (W)     SCALED    
 JE0499* NAVD 88     -       294.863  (meters)     967.40   (feet)  ADJUSTED  
 JE0499  ___________________________________________________________________
 JE0499  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0499  DYNAMIC HT  -         294.655 (meters)     966.71  (feet)  COMP
 JE0499  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 JE0499
 JE0499  VERT ORDER  -  SECOND    CLASS 0
 JE0499
 JE0499.The horizontal coordinates were scaled from a topographic map and have
 JE0499.an estimated accuracy of +/- 6 seconds.
 JE0499
 JE0499.The orthometric height was determined by differential leveling
 JE0499.and adjusted by the National Geodetic Survey in June 1991..
 JE0499
 JE0499.The geoid height was determined by GEOID03.
 JE0499
 JE0499.The dynamic height is computed by dividing the NAVD 88
 JE0499.geopotential number by the normal gravity value computed on the
 JE0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0499.degrees latitude (g = 980.6199 gals.).
 JE0499
 JE0499.The modeled gravity was interpolated from observed gravity values.
 JE0499
 JE0499;                    North         East    Units  Estimated Accuracy
 JE0499;SPC MO W     -   250,560.      853,010.      MT  (+/- 180 meters Scaled)
 JE0499
 JE0499                          SUPERSEDED SURVEY CONTROL
 JE0499
 JE0499  NGVD 29 (??/??/92)  294.747  (m)          967.02   (f) ADJ UNCH    2 0
 JE0499
 JE0499.Superseded values are not recommended for survey control.
 JE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0499.See file dsdata.txt to determine how the superseded data were derived.
 JE0499
 JE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC720539(NAD 83)
 JE0499_MARKER: DB = BENCH MARK DISK
 JE0499_SETTING: 66 = SET IN ROCK OUTCROP
 JE0499_SP_SET: ROCK OUTCROP
 JE0499_STAMPING: H 253 1963
 JE0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE0499+STABILITY: POSITION/ELEVATION WELL
 JE0499
 JE0499  HISTORY     - Date     Condition        Report By
 JE0499  HISTORY     - 1963     MONUMENTED       CGS
 JE0499
 JE0499                          STATION DESCRIPTION
 JE0499
 JE0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0499'10.2 MI NW FROM ADRIAN.
 JE0499'ABOUT 7.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0499'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 2.0 MILES NORTH ALONG
 JE0499'A GRAVELED ROAD, THENCE 0.95 MILE EAST ALONG STATE ROAD FF,
 JE0499'0.1 MILE WEST OF THE CREST OF A HILL, 57 FEET SOUTH OF THE
 JE0499'CENTER LINE OF THE ROAD, 29 FEET SOUTH OF A FENCE, 20 1/2 FEET
 JE0499'NORTHWEST OF A 24-INCH ELM TREE, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 JE0499'OF THE ROAD, AND SET IN THE TOP OF THE WEST EDGE OF A ROCK
 JE0499'OUTCROP WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0801 ***********************************************************************
 JE0801  DESIGNATION -  H 254
 JE0801  PID         -  JE0801
 JE0801  STATE/COUNTY-  MO/BATES
 JE0801  USGS QUAD   -  AMORET (1973)
 JE0801
 JE0801                         *CURRENT SURVEY CONTROL
 JE0801  ___________________________________________________________________
 JE0801* NAD 83(1986)-  38 20 23.     (N)    094 31 32.     (W)     SCALED    
 JE0801* NAVD 88     -       259.779  (meters)     852.29   (feet)  ADJUSTED  
 JE0801  ___________________________________________________________________
 JE0801  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0801  DYNAMIC HT  -         259.595 (meters)     851.69  (feet)  COMP
 JE0801  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 JE0801
 JE0801  VERT ORDER  -  SECOND    CLASS 0
 JE0801
 JE0801.The horizontal coordinates were scaled from a topographic map and have
 JE0801.an estimated accuracy of +/- 6 seconds.
 JE0801
 JE0801.The orthometric height was determined by differential leveling
 JE0801.and adjusted by the National Geodetic Survey in June 1991..
 JE0801
 JE0801.The geoid height was determined by GEOID03.
 JE0801
 JE0801.The dynamic height is computed by dividing the NAVD 88
 JE0801.geopotential number by the normal gravity value computed on the
 JE0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0801.degrees latitude (g = 980.6199 gals.).
 JE0801
 JE0801.The modeled gravity was interpolated from observed gravity values.
 JE0801
 JE0801;                    North         East    Units  Estimated Accuracy
 JE0801;SPC MO W     -   241,160.      847,770.      MT  (+/- 180 meters Scaled)
 JE0801
 JE0801                          SUPERSEDED SURVEY CONTROL
 JE0801
 JE0801  NGVD 29 (??/??/92)  259.655  (m)          851.88   (f) ADJ UNCH    2 0
 JE0801
 JE0801.Superseded values are not recommended for survey control.
 JE0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0801.See file dsdata.txt to determine how the superseded data were derived.
 JE0801
 JE0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC666446(NAD 83)
 JE0801_MARKER: DB = BENCH MARK DISK
 JE0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0801_STAMPING: H 254 1963
 JE0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0801+STABILITY: SURFACE MOTION
 JE0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0801+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0801
 JE0801  HISTORY     - Date     Condition        Report By
 JE0801  HISTORY     - 1963     MONUMENTED       CGS
 JE0801  HISTORY     - 20051105 GOOD             INDIV
 JE0801
 JE0801                          STATION DESCRIPTION
 JE0801
 JE0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0801'4 MI E FROM AMSTERDAM.
 JE0801'ABOUT 0.7 MILE SOUTH ALONG STATE ROAD Y FROM THE POST OFFICE
 JE0801'AT AMSTERDAM, THENCE 3.0 MILES EAST ALONG STATE ROAD J, THENCE
 JE0801'0.3 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD JUNCTION, 55 FEET
 JE0801'NORTHWEST OF THE CENTER OF THE JUNCTION, 88 1/2 FEET SOUTHWEST
 JE0801'OF AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A SMALL
 JE0801'BUILDING, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD, 40
 JE0801'FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 1 1/2 FEET SOUTH
 JE0801'EAST OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, AND
 JE0801'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JE0801
 JE0801                          STATION RECOVERY (2005)
 JE0801
 JE0801'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1655 ***********************************************************************
 JD1655  DESIGNATION -  H 255
 JD1655  PID         -  JD1655
 JD1655  STATE/COUNTY-  MO/HENRY
 JD1655  USGS QUAD   -  HARTWELL (1981)
 JD1655
 JD1655                         *CURRENT SURVEY CONTROL
 JD1655  ___________________________________________________________________
 JD1655* NAD 83(1986)-  38 27 03.     (N)    093 57 37.     (W)     SCALED    
 JD1655* NAVD 88     -       225.887  (meters)     741.10   (feet)  ADJUSTED  
 JD1655  ___________________________________________________________________
 JD1655  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1655  DYNAMIC HT  -         225.731 (meters)     740.59  (feet)  COMP
 JD1655  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 JD1655
 JD1655  VERT ORDER  -  SECOND    CLASS 0
 JD1655
 JD1655.The horizontal coordinates were scaled from a topographic map and have
 JD1655.an estimated accuracy of +/- 6 seconds.
 JD1655
 JD1655.The orthometric height was determined by differential leveling
 JD1655.and adjusted by the National Geodetic Survey in June 1991..
 JD1655
 JD1655.The geoid height was determined by GEOID03.
 JD1655
 JD1655.The dynamic height is computed by dividing the NAVD 88
 JD1655.geopotential number by the normal gravity value computed on the
 JD1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1655.degrees latitude (g = 980.6199 gals.).
 JD1655
 JD1655.The modeled gravity was interpolated from observed gravity values.
 JD1655
 JD1655;                    North         East    Units  Estimated Accuracy
 JD1655;SPC MO W     -   253,630.      897,110.      MT  (+/- 180 meters Scaled)
 JD1655
 JD1655                          SUPERSEDED SURVEY CONTROL
 JD1655
 JD1655  NGVD 29 (??/??/92)  225.763  (m)          740.69   (f) ADJ UNCH    2 0
 JD1655
 JD1655.Superseded values are not recommended for survey control.
 JD1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1655.See file dsdata.txt to determine how the superseded data were derived.
 JD1655
 JD1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC162562(NAD 83)
 JD1655_MARKER: DB = BENCH MARK DISK
 JD1655_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1655_SP_SET: 8 FEET
 JD1655_STAMPING: H 255 1963
 JD1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1655
 JD1655  HISTORY     - Date     Condition        Report By
 JD1655  HISTORY     - 1963     MONUMENTED       CGS
 JD1655  HISTORY     - 1978     GOOD             LOCENG
 JD1655
 JD1655                          STATION DESCRIPTION
 JD1655
 JD1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1655'2.6 MI SE FROM URICH.
 JD1655'ABOUT 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE
 JD1655'STATE HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, 39 1/2
 JD1655'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET
 JD1655'NORTHWEST OF THE CENTER OF A WOODEN GATE, 1 1/2 FEET SOUTHWEST OF
 JD1655'A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 1/2
 JD1655'FEET BELOW THE LEVEL OF THE HIGHWAY AND SET ON THE TOP OF A
 JD1655'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET
 JD1655'AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
 JD1655
 JD1655                          STATION RECOVERY (1978)
 JD1655
 JD1655'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 JD1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0179 ***********************************************************************
 JE0179  DESIGNATION -  H 256
 JE0179  PID         -  JE0179
 JE0179  STATE/COUNTY-  MO/CASS
 JE0179  USGS QUAD   -  RAYMORE (1990)
 JE0179
 JE0179                         *CURRENT SURVEY CONTROL
 JE0179  ___________________________________________________________________
 JE0179* NAD 83(1986)-  38 47 53.     (N)    094 29 54.     (W)     SCALED    
 JE0179* NAVD 88     -       327.799  (meters)    1075.45   (feet)  ADJUSTED  
 JE0179  ___________________________________________________________________
 JE0179  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0179  DYNAMIC HT  -         327.578 (meters)    1074.73  (feet)  COMP
 JE0179  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 JE0179
 JE0179  VERT ORDER  -  FIRST     CLASS II
 JE0179
 JE0179.The horizontal coordinates were scaled from a topographic map and have
 JE0179.an estimated accuracy of +/- 6 seconds.
 JE0179
 JE0179.The orthometric height was determined by differential leveling
 JE0179.and adjusted by the National Geodetic Survey in June 1991..
 JE0179
 JE0179.The geoid height was determined by GEOID03.
 JE0179
 JE0179.The dynamic height is computed by dividing the NAVD 88
 JE0179.geopotential number by the normal gravity value computed on the
 JE0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0179.degrees latitude (g = 980.6199 gals.).
 JE0179
 JE0179.The modeled gravity was interpolated from observed gravity values.
 JE0179
 JE0179;                    North         East    Units  Estimated Accuracy
 JE0179;SPC MO W     -   292,030.      850,150.      MT  (+/- 180 meters Scaled)
 JE0179
 JE0179                          SUPERSEDED SURVEY CONTROL
 JE0179
 JE0179  NGVD 29 (??/??/92)  327.680  (m)         1075.06   (f) ADJ UNCH    1 2
 JE0179
 JE0179.Superseded values are not recommended for survey control.
 JE0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0179.See file dsdata.txt to determine how the superseded data were derived.
 JE0179
 JE0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC698954(NAD 83)
 JE0179_MARKER: DB = BENCH MARK DISK
 JE0179_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0179+WITH SETTING: INTO GROUND
 JE0179_STAMPING: H 256 1963
 JE0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0179+STABILITY: SURFACE MOTION
 JE0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0179+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 JE0179
 JE0179  HISTORY     - Date     Condition        Report By
 JE0179  HISTORY     - 1963     MONUMENTED       CGS
 JE0179  HISTORY     - 20041129 GOOD             GEOCAC
 JE0179
 JE0179                          STATION DESCRIPTION
 JE0179
 JE0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0179'2.8 MI SE FROM BELTON.
 JE0179'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 58 FROM THE ASSEMBLY
 JE0179'OF GOD CHURCH AT BELTON, THENCE 1.15 MILES SOUTHEAST ALONG U.S.
 JE0179'HIGHWAY 71, AT A CROSSING OF THE RAILROAD AND A ROAD, AT A ROAD
 JE0179'INTERSECTION, 38 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING,
 JE0179'WEST OF AND ACROSS THE TRACKS FROM THE HIGHWAY, 30 FEET SOUTH
 JE0179'OF THE CENTER LINE OF A GRAVELED ROAD, 22 FEET WEST OF THE WEST
 JE0179'RAIL, 6 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT EAST OF A
 JE0179'FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 JE0179'BELOW THE LEVEL OF THE RAILS, AND ON THE TOP OF A 3-INCH IRON
 JE0179'PIPE PROJECTING 5 INCHES.
 JE0179
 JE0179                          STATION RECOVERY (2004)
 JE0179
 JE0179'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 JE0179'THE RAILROAD HAS BEEN REMOVED FROM THIS INTERSECTION AND SOUTH.  THE
 JE0179'SOUTH END OF THE TRACKS IS 300 FEET NORTH OF THE INTERSECTION.
 JE0179' 
 JE0179'THE ROAD IS NAMED CAMBRIDGE AND IS NOW PAVED.
 JE0179' 
 JE0179'THE IRON PIPE PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0309 ***********************************************************************
 JD0309  DESIGNATION -  H 257
 JD0309  PID         -  JD0309
 JD0309  STATE/COUNTY-  MO/MORGAN
 JD0309  USGS QUAD   -  VERSAILLES (1982)
 JD0309
 JD0309                         *CURRENT SURVEY CONTROL
 JD0309  ___________________________________________________________________
 JD0309* NAD 83(1986)-  38 25 53.     (N)    092 50 53.     (W)     SCALED    
 JD0309* NAVD 88     -       300.741  (meters)     986.68   (feet)  ADJUSTED  
 JD0309  ___________________________________________________________________
 JD0309  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD0309  DYNAMIC HT  -         300.523 (meters)     985.97  (feet)  COMP
 JD0309  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 JD0309
 JD0309  VERT ORDER  -  SECOND    CLASS 0
 JD0309
 JD0309.The horizontal coordinates were scaled from a topographic map and have
 JD0309.an estimated accuracy of +/- 6 seconds.
 JD0309
 JD0309.The orthometric height was determined by differential leveling
 JD0309.and adjusted by the National Geodetic Survey in June 1991..
 JD0309
 JD0309.The geoid height was determined by GEOID03.
 JD0309
 JD0309.The dynamic height is computed by dividing the NAVD 88
 JD0309.geopotential number by the normal gravity value computed on the
 JD0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0309.degrees latitude (g = 980.6199 gals.).
 JD0309
 JD0309.The modeled gravity was interpolated from observed gravity values.
 JD0309
 JD0309;                    North         East    Units  Estimated Accuracy
 JD0309;SPC MO C     -   288,370.      469,610.      MT  (+/- 180 meters Scaled)
 JD0309
 JD0309                          SUPERSEDED SURVEY CONTROL
 JD0309
 JD0309  NGVD 29 (??/??/92)  300.622  (m)          986.29   (f) ADJ UNCH    2 0
 JD0309
 JD0309.Superseded values are not recommended for survey control.
 JD0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0309.See file dsdata.txt to determine how the superseded data were derived.
 JD0309
 JD0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC132536(NAD 83)
 JD0309_MARKER: DB = BENCH MARK DISK
 JD0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0309_SP_SET: CULVERT
 JD0309_STAMPING: H 257 1963
 JD0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0309
 JD0309  HISTORY     - Date     Condition        Report By
 JD0309  HISTORY     - 1963     MONUMENTED       CGS
 JD0309
 JD0309                          STATION DESCRIPTION
 JD0309
 JD0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0309'0.8 MI SW FROM VERSAILLES.
 JD0309'ABOUT 0.75 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 JD0309'PACIFIC RAILROAD FROM THE STATION AT VERSAILLES, THENCE 258 FEET
 JD0309'EAST ALONG STATE HIGHWAY 52, 258 FEET WEST OF THE CENTER OF A
 JD0309'CROSSING OF THE RAILROAD AND STATE HIGHWAY 52, 19 FEET SOUTH OF
 JD0309'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END
 JD0309'OF THE SOUTH CONCRETE WINGWALL OF A CONCRETE CULVERT, ABOUT 1/2
 JD0309'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1086 ***********************************************************************
 JD1086  DESIGNATION -  H 258
 JD1086  PID         -  JD1086
 JD1086  STATE/COUNTY-  MO/PETTIS
 JD1086  USGS QUAD   -  IONIA (1973)
 JD1086
 JD1086                         *CURRENT SURVEY CONTROL
 JD1086  ___________________________________________________________________
 JD1086* NAD 83(1986)-  38 35 28.     (N)    093 20 52.     (W)     SCALED    
 JD1086* NAVD 88     -       259.248  (meters)     850.55   (feet)  ADJUSTED  
 JD1086  ___________________________________________________________________
 JD1086  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1086  DYNAMIC HT  -         259.066 (meters)     849.95  (feet)  COMP
 JD1086  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 JD1086
 JD1086  VERT ORDER  -  SECOND    CLASS 0
 JD1086
 JD1086.The horizontal coordinates were scaled from a topographic map and have
 JD1086.an estimated accuracy of +/- 6 seconds.
 JD1086
 JD1086.The orthometric height was determined by differential leveling
 JD1086.and adjusted by the National Geodetic Survey in June 1991..
 JD1086
 JD1086.The geoid height was determined by GEOID03.
 JD1086
 JD1086.The dynamic height is computed by dividing the NAVD 88
 JD1086.geopotential number by the normal gravity value computed on the
 JD1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1086.degrees latitude (g = 980.6199 gals.).
 JD1086
 JD1086.The modeled gravity was interpolated from observed gravity values.
 JD1086
 JD1086;                    North         East    Units  Estimated Accuracy
 JD1086;SPC MO C     -   306,380.      426,140.      MT  (+/- 180 meters Scaled)
 JD1086
 JD1086                          SUPERSEDED SURVEY CONTROL
 JD1086
 JD1086  NGVD 29 (??/??/92)  259.136  (m)          850.18   (f) ADJ UNCH    2 0
 JD1086
 JD1086.Superseded values are not recommended for survey control.
 JD1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1086.See file dsdata.txt to determine how the superseded data were derived.
 JD1086
 JD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC697714(NAD 83)
 JD1086_MARKER: DB = BENCH MARK DISK
 JD1086_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1086_SP_SET: 10 1/2 FEET
 JD1086_STAMPING: H 258 1963
 JD1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1086
 JD1086  HISTORY     - Date     Condition        Report By
 JD1086  HISTORY     - 1963     MONUMENTED       CGS
 JD1086
 JD1086                          STATION DESCRIPTION
 JD1086
 JD1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1086'3.5 MI NW FROM MANILA.
 JD1086'ABOUT 2.7 MILES NORTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1086'CHURCH AT MANILA, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD, IN
 JD1086'SECTION 16, T 44 N, R 22 W, AT A POINT WHERE THE ROAD MAKES A 90
 JD1086'DEGREE TURN NORTH, 20 FEET SOUTH OF PROJECTED CENTER LINE OF THE
 JD1086'ROAD LEADING EAST, 4 FEET WEST OF THE PROJECTED CENTER LINE OF
 JD1086'THE ROAD LEADING NORTH, 51 FEET WEST OF THE CENTER LINE OF A
 JD1086'PRIVATE DRIVEWAY, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 JD1086'1.0 FOOT BELOW THE LEVEL OF THE ROAD, AND SET ON THE TOP OF A
 JD1086'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 10 1/2
 JD1086'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1024 ***********************************************************************
 JD1024  DESIGNATION -  H 259 RESET
 JD1024  PID         -  JD1024
 JD1024  STATE/COUNTY-  MO/PETTIS
 JD1024  USGS QUAD   -  SEDALIA WEST (1973)
 JD1024
 JD1024                         *CURRENT SURVEY CONTROL
 JD1024  ___________________________________________________________________
 JD1024* NAD 83(1986)-  38 41 02.     (N)    093 15 05.     (W)     SCALED    
 JD1024* NAVD 88     -       258.00   (meters)     846.5    (feet)  RESET     
 JD1024  ___________________________________________________________________
 JD1024  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1024
 JD1024  VERT ORDER  -  THIRD
 JD1024
 JD1024.The horizontal coordinates were scaled from a topographic map and have
 JD1024.an estimated accuracy of +/- 6 seconds.
 JD1024
 JD1024.The orthometric height was computed from unverified reset data.
 JD1024
 JD1024.The geoid height was determined by GEOID03.
 JD1024
 JD1024;                    North         East    Units  Estimated Accuracy
 JD1024;SPC MO C     -   316,610.      434,630.      MT  (+/- 180 meters Scaled)
 JD1024
 JD1024                          SUPERSEDED SURVEY CONTROL
 JD1024
 JD1024.No superseded survey control is available for this station.
 JD1024
 JD1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC781817(NAD 83)
 JD1024_MARKER: DB = BENCH MARK DISK
 JD1024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1024_SP_SET: CULVERT
 JD1024_STAMPING: H 259 RESET 1969
 JD1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1024
 JD1024  HISTORY     - Date     Condition        Report By
 JD1024  HISTORY     - 1969     MONUMENTED       MOHC
 JD1024
 JD1024                          STATION DESCRIPTION
 JD1024
 JD1024'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1969
 JD1024'2.7 MI SW FROM SEDALIA.
 JD1024'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1024'RAILROAD FROM THE STATION AT SEDALIA, THENCE 0.5 MILE SOUTH
 JD1024'ALONG U.S. HIGHWAY 65, AT THE INTERSECTION OF COUNTY ROAD B,
 JD1024'LOCATED IN SECTION 8, T 45 N, R 21 W, 58 FEET WEST OF THE CENTER
 JD1024'LINE OF U.S. HIGHWAY 65, 30 FEET NORTHWEST OF A POINT INTERSECTING
 JD1024'THE CENTER LINE OF COUNTY B AND 32ND STREET, 25 FEET SOUTHEAST OF
 JD1024'THE SOUTHEAST CORNER OF A SEWER LIFT STATION, ABOUT LEVEL WITH
 JD1024'THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 JD1024'OF A LARGE CONCRETE CULVERT UNDER U.S. HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1509 ***********************************************************************
 JD1509  DESIGNATION -  H 260
 JD1509  PID         -  JD1509
 JD1509  STATE/COUNTY-  MO/ST CLAIR
 JD1509  USGS QUAD   -  LOWRY CITY (1991)
 JD1509
 JD1509                         *CURRENT SURVEY CONTROL
 JD1509  ___________________________________________________________________
 JD1509* NAD 83(1986)-  38 08 44.     (N)    093 43 46.     (W)     SCALED    
 JD1509* NAVD 88     -       263.853  (meters)     865.66   (feet)  ADJUSTED  
 JD1509  ___________________________________________________________________
 JD1509  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JD1509  DYNAMIC HT  -         263.663 (meters)     865.03  (feet)  COMP
 JD1509  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 JD1509
 JD1509  VERT ORDER  -  SECOND    CLASS 0
 JD1509
 JD1509.The horizontal coordinates were scaled from a topographic map and have
 JD1509.an estimated accuracy of +/- 6 seconds.
 JD1509
 JD1509.The orthometric height was determined by differential leveling
 JD1509.and adjusted by the National Geodetic Survey in June 1991..
 JD1509
 JD1509.The geoid height was determined by GEOID03.
 JD1509
 JD1509.The dynamic height is computed by dividing the NAVD 88
 JD1509.geopotential number by the normal gravity value computed on the
 JD1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1509.degrees latitude (g = 980.6199 gals.).
 JD1509
 JD1509.The modeled gravity was interpolated from observed gravity values.
 JD1509
 JD1509;                    North         East    Units  Estimated Accuracy
 JD1509;SPC MO W     -   219,890.      917,540.      MT  (+/- 180 meters Scaled)
 JD1509
 JD1509                          SUPERSEDED SURVEY CONTROL
 JD1509
 JD1509  NGVD 29 (??/??/92)  263.733  (m)          865.26   (f) ADJ UNCH    2 0
 JD1509
 JD1509.Superseded values are not recommended for survey control.
 JD1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1509.See file dsdata.txt to determine how the superseded data were derived.
 JD1509
 JD1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC360222(NAD 83)
 JD1509_MARKER: DB = BENCH MARK DISK
 JD1509_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1509_SP_SET: 12 FEET
 JD1509_STAMPING: H 260 1962
 JD1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1509
 JD1509  HISTORY     - Date     Condition        Report By
 JD1509  HISTORY     - 1962     MONUMENTED       CGS
 JD1509
 JD1509                          STATION DESCRIPTION
 JD1509
 JD1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1509'0.4 MI N FROM LOWRY CITY.
 JD1509'ABOUT 0.4 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1509'FROM THE STATION AT LOWRY CITY, IN SECTION 13, T 39 N, R 26 W,
 JD1509'0.4 MILE SOUTH OF THE CROSSING OF COUNTY ROAD A, 5 1/2 POLES
 JD1509'NORTH OF MILEPOST 107, 37 FEET WEST OF THE WEST RAIL, 37 FEET
 JD1509'EAST OF THE CENTER LINE OF COUNTY ROAD D, 13 FEET EAST OF A
 JD1509'TELEPHONE POLE WHICH IS BRACED WITH A POLE, 1.1 FEET WEST OF A
 JD1509'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL AND ON
 JD1509'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 JD1509'DEPTH OF 12 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0371 ***********************************************************************
 JE0371  DESIGNATION -  H 261
 JE0371  PID         -  JE0371
 JE0371  STATE/COUNTY-  MO/ST CLAIR
 JE0371  USGS QUAD   -  APPLETON CITY (1981)
 JE0371
 JE0371                         *CURRENT SURVEY CONTROL
 JE0371  ___________________________________________________________________
 JE0371* NAD 83(1986)-  38 09 42.     (N)    094 02 28.     (W)     SCALED    
 JE0371* NAVD 88     -       251.100  (meters)     823.82   (feet)  ADJUSTED  
 JE0371  ___________________________________________________________________
 JE0371  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0371  DYNAMIC HT  -         250.917 (meters)     823.22  (feet)  COMP
 JE0371  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 JE0371
 JE0371  VERT ORDER  -  SECOND    CLASS 0
 JE0371
 JE0371.The horizontal coordinates were scaled from a topographic map and have
 JE0371.an estimated accuracy of +/- 6 seconds.
 JE0371
 JE0371.The orthometric height was determined by differential leveling
 JE0371.and adjusted by the National Geodetic Survey in June 1991..
 JE0371
 JE0371.The geoid height was determined by GEOID03.
 JE0371
 JE0371.The dynamic height is computed by dividing the NAVD 88
 JE0371.geopotential number by the normal gravity value computed on the
 JE0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0371.degrees latitude (g = 980.6199 gals.).
 JE0371
 JE0371.The modeled gravity was interpolated from observed gravity values.
 JE0371
 JE0371;                    North         East    Units  Estimated Accuracy
 JE0371;SPC MO W     -   221,490.      890,210.      MT  (+/- 180 meters Scaled)
 JE0371
 JE0371                          SUPERSEDED SURVEY CONTROL
 JE0371
 JE0371  NGVD 29 (??/??/92)  251.001  (m)          823.49   (f) ADJ UNCH    2 0
 JE0371
 JE0371.Superseded values are not recommended for survey control.
 JE0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0371.See file dsdata.txt to determine how the superseded data were derived.
 JE0371
 JE0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC087242(NAD 83)
 JE0371_MARKER: DB = BENCH MARK DISK
 JE0371_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0371_SP_SET: 8 FEET
 JE0371_STAMPING: H 261 1962
 JE0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0371
 JE0371  HISTORY     - Date     Condition        Report By
 JE0371  HISTORY     - 1962     MONUMENTED       CGS
 JE0371
 JE0371                          STATION DESCRIPTION
 JE0371
 JE0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JE0371'2 MI S FROM APPLETON CITY.
 JE0371'ABOUT 2.05 MILES SOUTH ALONG THE MISSOURI, KANSAS AND TEXAS
 JE0371'RAILROAD FROM THE STATION AT APPLETON CITY, 7 POLES NORTH OF
 JE0371'MILEPOST 288, 54 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN
 JE0371'TRACK, 15 FEET WEST OF A TELEPHONE POLE, 43 FEET EAST OF A
 JE0371'FENCE, 1.1 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 JE0371'BELOW THE LEVEL OF THE RAILS, AND ON THE TOP OF A 5/8-INCH
 JE0371'COPPER COATED ROAD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS
 JE0371'ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0164 ***********************************************************************
 HE0164  DESIGNATION -  H 262
 HE0164  PID         -  HE0164
 HE0164  STATE/COUNTY-  MO/VERNON
 HE0164  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0164
 HE0164                         *CURRENT SURVEY CONTROL
 HE0164  ___________________________________________________________________
 HE0164* NAD 83(1986)-  37 48 51.     (N)    094 05 54.     (W)     SCALED    
 HE0164* NAVD 88     -       257.756  (meters)     845.65   (feet)  ADJUSTED  
 HE0164  ___________________________________________________________________
 HE0164  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HE0164  DYNAMIC HT  -         257.564 (meters)     845.02  (feet)  COMP
 HE0164  MODELED GRAV-     979,877.7   (mgal)                       NAVD 88
 HE0164
 HE0164  VERT ORDER  -  SECOND    CLASS 0
 HE0164
 HE0164.The horizontal coordinates were scaled from a topographic map and have
 HE0164.an estimated accuracy of +/- 6 seconds.
 HE0164
 HE0164.The orthometric height was determined by differential leveling
 HE0164.and adjusted by the National Geodetic Survey in June 1991..
 HE0164
 HE0164.The geoid height was determined by GEOID03.
 HE0164
 HE0164.The dynamic height is computed by dividing the NAVD 88
 HE0164.geopotential number by the normal gravity value computed on the
 HE0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0164.degrees latitude (g = 980.6199 gals.).
 HE0164
 HE0164.The modeled gravity was interpolated from observed gravity values.
 HE0164
 HE0164;                    North         East    Units  Estimated Accuracy
 HE0164;SPC MO W     -   182,900.      885,370.      MT  (+/- 180 meters Scaled)
 HE0164
 HE0164                          SUPERSEDED SURVEY CONTROL
 HE0164
 HE0164  NGVD 29 (??/??/92)  257.654  (m)          845.32   (f) ADJ UNCH    2 0
 HE0164
 HE0164.Superseded values are not recommended for survey control.
 HE0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0164.See file dsdata.txt to determine how the superseded data were derived.
 HE0164
 HE0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB033857(NAD 83)
 HE0164_MARKER: DB = BENCH MARK DISK
 HE0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0164_STAMPING: H 262 1963
 HE0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0164+STABILITY: SURFACE MOTION
 HE0164
 HE0164  HISTORY     - Date     Condition        Report By
 HE0164  HISTORY     - 1963     MONUMENTED       CGS
 HE0164
 HE0164                          STATION DESCRIPTION
 HE0164
 HE0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HE0164'5.2 MI SE FROM DEDERICK.
 HE0164'ABOUT 0.15 MILES SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0164'CHURCH AT DEDERICK, THENCE 0.2 MILES WEST ALONG U.S. HIGHWAY
 HE0164'54, THENCE 1.1 MILES SOUTH ALONG STATE ROAD K, THENCE 1.5 MILES
 HE0164'EAST ALONG A DIRT ROAD, THENCE 1.25 MILES SOUTHEAST ALONG A
 HE0164'GRAVELED ROAD, THENCE 1.0 MILES SOUTH ALONG A GRAVELED ROAD AND
 HE0164'AT A T JUNCTION, 37 FEET EAST OF THE CENTER LINE OF T ROAD NORTH,
 HE0164'18 FEET NORTH OF THE CENTER LINE OF EAST-WEST ROAD 25 FEET
 HE0164'SOUTHEAST OF A POWER POLE, 1 1/2 FEET SOUTH OF A FENCE, 1.1
 HE0164'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 HE0164'OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HE0164'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1717 ***********************************************************************
 JD1717  DESIGNATION -  H 263
 JD1717  PID         -  JD1717
 JD1717  STATE/COUNTY-  MO/ST CLAIR
 JD1717  USGS QUAD   -  OHIO (1961)
 JD1717
 JD1717                         *CURRENT SURVEY CONTROL
 JD1717  ___________________________________________________________________
 JD1717* NAD 83(1986)-  38 11 31.     (N)    093 52 04.     (W)     SCALED    
 JD1717* NAVD 88     -       238.336  (meters)     781.94   (feet)  ADJUSTED  
 JD1717  ___________________________________________________________________
 JD1717  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD1717  DYNAMIC HT  -         238.166 (meters)     781.38  (feet)  COMP
 JD1717  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 JD1717
 JD1717  VERT ORDER  -  SECOND    CLASS 0
 JD1717
 JD1717.The horizontal coordinates were scaled from a topographic map and have
 JD1717.an estimated accuracy of +/- 6 seconds.
 JD1717
 JD1717.The orthometric height was determined by differential leveling
 JD1717.and adjusted by the National Geodetic Survey in June 1991..
 JD1717
 JD1717.The geoid height was determined by GEOID03.
 JD1717
 JD1717.The dynamic height is computed by dividing the NAVD 88
 JD1717.geopotential number by the normal gravity value computed on the
 JD1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1717.degrees latitude (g = 980.6199 gals.).
 JD1717
 JD1717.The modeled gravity was interpolated from observed gravity values.
 JD1717
 JD1717;                    North         East    Units  Estimated Accuracy
 JD1717;SPC MO W     -   224,940.      905,380.      MT  (+/- 180 meters Scaled)
 JD1717
 JD1717                          SUPERSEDED SURVEY CONTROL
 JD1717
 JD1717  NGVD 29 (??/??/92)  238.231  (m)          781.60   (f) ADJ UNCH    2 0
 JD1717
 JD1717.Superseded values are not recommended for survey control.
 JD1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1717.See file dsdata.txt to determine how the superseded data were derived.
 JD1717
 JD1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC240274(NAD 83)
 JD1717_MARKER: DB = BENCH MARK DISK
 JD1717_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1717_SP_SET: 8 FEET
 JD1717_STAMPING: H 263 1963
 JD1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1717
 JD1717  HISTORY     - Date     Condition        Report By
 JD1717  HISTORY     - 1963     MONUMENTED       CGS
 JD1717  HISTORY     - 1963     GOOD             NGS
 JD1717
 JD1717                          STATION DESCRIPTION
 JD1717
 JD1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1717'9.8 MI E FROM APPLETON CITY.
 JD1717'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1717'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JD1717'0.25 MILE SOUTH ALONG STATE ROAD A, THENCE 4.0 MILES EAST ALONG
 JD1717'STATE ROAD AA, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD,
 JD1717'THENCE 2.95 MILES EAST ALONG A GRAVELED ROAD, AT THE JUNCTION OF
 JD1717'A T ROAD LEADING SOUTH, 63 FEET SOUTH OF THE CENTER LINE OF
 JD1717'THE EAST-WEST ROAD, 23 FEET WEST OF THE CENTER LINE OF THE T ROAD
 JD1717'LEADING SOUTH, 18 FEET SOUTHWEST OF THE WEST END OF AN 18-INCH
 JD1717'STEEL TUBULAR CULVERT, 1 FOOT EAST OF A FENCE, 1.0 FOOT SOUTH OF
 JD1717'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP
 JD1717'OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 JD1717'8 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6-INCHES.
 JD1717
 JD1717                          STATION RECOVERY (1963)
 JD1717
 JD1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0628 ***********************************************************************
 JE0628  DESIGNATION -  H 264
 JE0628  PID         -  JE0628
 JE0628  STATE/COUNTY-  MO/BATES
 JE0628  USGS QUAD   -  PLEASANT GAP (1961)
 JE0628
 JE0628                         *CURRENT SURVEY CONTROL
 JE0628  ___________________________________________________________________
 JE0628* NAD 83(1986)-  38 13 00.     (N)    094 10 49.     (W)     SCALED    
 JE0628* NAVD 88     -       293.920  (meters)     964.30   (feet)  ADJUSTED  
 JE0628  ___________________________________________________________________
 JE0628  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0628  DYNAMIC HT  -         293.706 (meters)     963.60  (feet)  COMP
 JE0628  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 JE0628
 JE0628  VERT ORDER  -  SECOND    CLASS 0
 JE0628
 JE0628.The horizontal coordinates were scaled from a topographic map and have
 JE0628.an estimated accuracy of +/- 6 seconds.
 JE0628
 JE0628.The orthometric height was determined by differential leveling
 JE0628.and adjusted by the National Geodetic Survey in June 1991..
 JE0628
 JE0628.The geoid height was determined by GEOID03.
 JE0628
 JE0628.The dynamic height is computed by dividing the NAVD 88
 JE0628.geopotential number by the normal gravity value computed on the
 JE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0628.degrees latitude (g = 980.6199 gals.).
 JE0628
 JE0628.The modeled gravity was interpolated from observed gravity values.
 JE0628
 JE0628;                    North         East    Units  Estimated Accuracy
 JE0628;SPC MO W     -   227,550.      878,000.      MT  (+/- 180 meters Scaled)
 JE0628
 JE0628                          SUPERSEDED SURVEY CONTROL
 JE0628
 JE0628  NGVD 29 (??/??/92)  293.811  (m)          963.94   (f) ADJ UNCH    2 0
 JE0628
 JE0628.Superseded values are not recommended for survey control.
 JE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0628.See file dsdata.txt to determine how the superseded data were derived.
 JE0628
 JE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC966305(NAD 83)
 JE0628_MARKER: DB = BENCH MARK DISK
 JE0628_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0628_SP_SET: 7 1/2 FEET
 JE0628_STAMPING: H 264 1963
 JE0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0628
 JE0628  HISTORY     - Date     Condition        Report By
 JE0628  HISTORY     - 1963     MONUMENTED       CGS
 JE0628  HISTORY     - 20060901 GOOD             INDIV
 JE0628
 JE0628                          STATION DESCRIPTION
 JE0628
 JE0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0628'3.1 MI N FROM PLEASANT GAP.
 JE0628'ABOUT 3.1 MILES NORTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0628'CHURCH AT PLEASANT GAP OR 0.3 MILE WEST ALONG STATE ROAD H
 JE0628'FROM THE PRESBYTERIAN CHURCH AT SPRUCE, THENCE 5.7 MILE SOUTHWEST
 JE0628'ALONG A WINDING GRAVELED ROAD, AT THE JUNCTION OF STATE ROAD
 JE0628'O AND STATE HIGHWAY 52, 58 FEET SOUTH OF THE CENTER LINE OF THE
 JE0628'HIGHWAY, 63 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD,
 JE0628'15 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A
 JE0628'FENCE, 1.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 JE0628'ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 JE0628'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 7 1/2 FEET AND ENCASED
 JE0628'IN A 6-INCH TILE PROJECTING 5 INCHES.
 JE0628
 JE0628                          STATION RECOVERY (2006)
 JE0628
 JE0628'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0628'THE TELEPHONE POLE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0674 ***********************************************************************
 JE0674  DESIGNATION -  H 265
 JE0674  PID         -  JE0674
 JE0674  STATE/COUNTY-  MO/BATES
 JE0674  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0674
 JE0674                         *CURRENT SURVEY CONTROL
 JE0674  ___________________________________________________________________
 JE0674* NAD 83(1986)-  38 11 41.     (N)    094 18 52.     (W)     SCALED    
 JE0674* NAVD 88     -       267.216  (meters)     876.69   (feet)  ADJUSTED  
 JE0674  ___________________________________________________________________
 JE0674  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JE0674  DYNAMIC HT  -         267.022 (meters)     876.05  (feet)  COMP
 JE0674  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 JE0674
 JE0674  VERT ORDER  -  SECOND    CLASS 0
 JE0674
 JE0674.The horizontal coordinates were scaled from a topographic map and have
 JE0674.an estimated accuracy of +/- 6 seconds.
 JE0674
 JE0674.The orthometric height was determined by differential leveling
 JE0674.and adjusted by the National Geodetic Survey in June 1991..
 JE0674
 JE0674.The geoid height was determined by GEOID03.
 JE0674
 JE0674.The dynamic height is computed by dividing the NAVD 88
 JE0674.geopotential number by the normal gravity value computed on the
 JE0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0674.degrees latitude (g = 980.6199 gals.).
 JE0674
 JE0674.The modeled gravity was interpolated from observed gravity values.
 JE0674
 JE0674;                    North         East    Units  Estimated Accuracy
 JE0674;SPC MO W     -   225,080.      866,250.      MT  (+/- 180 meters Scaled)
 JE0674
 JE0674                          SUPERSEDED SURVEY CONTROL
 JE0674
 JE0674  NGVD 29 (??/??/92)  267.099  (m)          876.31   (f) ADJ UNCH    2 0
 JE0674
 JE0674.Superseded values are not recommended for survey control.
 JE0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0674.See file dsdata.txt to determine how the superseded data were derived.
 JE0674
 JE0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC848282(NAD 83)
 JE0674_MARKER: DB = BENCH MARK DISK
 JE0674_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0674_SP_SET: 8 FEET
 JE0674_STAMPING: H 265 1963
 JE0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0674
 JE0674  HISTORY     - Date     Condition        Report By
 JE0674  HISTORY     - 1963     MONUMENTED       CGS
 JE0674
 JE0674                          STATION DESCRIPTION
 JE0674
 JE0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0674'7.5 MI SE FROM BUTLER.
 JE0674'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0674'THE STATION AT BUTLER, THENCE 0.9 MILE EAST ALONG A GRAVELED
 JE0674'ROAD, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 52, THENCE 1.7
 JE0674'MILES SOUTH ALONG STATE ROAD YY, OR 0.2 MILE SOUTH ALONG STATE
 JE0674'ROAD O FROM THE CHRISTIAN CHURCH AT PLEASANT GAP, THENCE 4.0
 JE0674'MILES WEST ALONG A GRADED DIRT ROAD, THENCE 2.1 MILES NORTHWEST
 JE0674'ALONG STATE ROAD N, THENCE 3.1 MILES WEST ALONG A GRAVELED ROAD,
 JE0674'ON THE OUTSIDE OF A CURVE IN THE ROAD, 41 FEET WEST OF THE CENTER
 JE0674'LINE OF THE ROAD, 0.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JE0674'LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JE0674'ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH
 JE0674'TILE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0035 ***********************************************************************
 JE0035  DESIGNATION -  H 266
 JE0035  PID         -  JE0035
 JE0035  STATE/COUNTY-  MO/CASS
 JE0035  USGS QUAD   -  HARRISONVILLE (1981)
 JE0035
 JE0035                         *CURRENT SURVEY CONTROL
 JE0035  ___________________________________________________________________
 JE0035* NAD 83(1986)-  38 41 24.     (N)    094 20 06.     (W)     SCALED    
 JE0035* NAVD 88     -       305.759  (meters)    1003.14   (feet)  ADJUSTED  
 JE0035  ___________________________________________________________________
 JE0035  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JE0035  DYNAMIC HT  -         305.550 (meters)    1002.46  (feet)  COMP
 JE0035  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 JE0035
 JE0035  VERT ORDER  -  FIRST     CLASS II
 JE0035
 JE0035.The horizontal coordinates were scaled from a topographic map and have
 JE0035.an estimated accuracy of +/- 6 seconds.
 JE0035
 JE0035.The orthometric height was determined by differential leveling
 JE0035.and adjusted by the National Geodetic Survey in June 1991..
 JE0035
 JE0035.The geoid height was determined by GEOID03.
 JE0035
 JE0035.The dynamic height is computed by dividing the NAVD 88
 JE0035.geopotential number by the normal gravity value computed on the
 JE0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0035.degrees latitude (g = 980.6199 gals.).
 JE0035
 JE0035.The modeled gravity was interpolated from observed gravity values.
 JE0035
 JE0035;                    North         East    Units  Estimated Accuracy
 JE0035;SPC MO W     -   280,050.      864,360.      MT  (+/- 180 meters Scaled)
 JE0035
 JE0035                          SUPERSEDED SURVEY CONTROL
 JE0035
 JE0035  NGVD 29 (??/??/92)  305.642  (m)         1002.76   (f) ADJ UNCH    1 2
 JE0035
 JE0035.Superseded values are not recommended for survey control.
 JE0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0035.See file dsdata.txt to determine how the superseded data were derived.
 JE0035
 JE0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC838832(NAD 83)
 JE0035_MARKER: DB = BENCH MARK DISK
 JE0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0035_SP_SET: CONCRETE BASE
 JE0035_STAMPING: H 266 1963
 JE0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0035
 JE0035  HISTORY     - Date     Condition        Report By
 JE0035  HISTORY     - 1963     MONUMENTED       CGS
 JE0035
 JE0035                          STATION DESCRIPTION
 JE0035
 JE0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0035'2.1 MI N FROM HARRISONVILLE.
 JE0035'ABOUT 2.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0035'STATION AT HARRISONVILLE, IN SECTION 27, T 45 N, R 31 W, 330
 JE0035'FEET EAST OF THE EAST RAIL, 38 FEET SOUTH OF A FENCE, AND SET
 JE0035'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 JE0035'NORTHWEST LEG OF THE PHILLIPS PIPE LINE COMPANY WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0541 ***********************************************************************
 JE0541  DESIGNATION -  H 267
 JE0541  PID         -  JE0541
 JE0541  STATE/COUNTY-  MO/BATES
 JE0541  USGS QUAD   -  VIRGINIA (1961)
 JE0541
 JE0541                         *CURRENT SURVEY CONTROL
 JE0541  ___________________________________________________________________
 JE0541* NAD 83(1986)-  38 15 02.     (N)    094 27 38.     (W)     SCALED    
 JE0541* NAVD 88     -       265.468  (meters)     870.96   (feet)  ADJUSTED  
 JE0541  ___________________________________________________________________
 JE0541  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0541  DYNAMIC HT  -         265.279 (meters)     870.34  (feet)  COMP
 JE0541  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 JE0541
 JE0541  VERT ORDER  -  SECOND    CLASS 0
 JE0541
 JE0541.The horizontal coordinates were scaled from a topographic map and have
 JE0541.an estimated accuracy of +/- 6 seconds.
 JE0541
 JE0541.The orthometric height was determined by differential leveling
 JE0541.and adjusted by the National Geodetic Survey in June 1991..
 JE0541
 JE0541.The geoid height was determined by GEOID03.
 JE0541
 JE0541.The dynamic height is computed by dividing the NAVD 88
 JE0541.geopotential number by the normal gravity value computed on the
 JE0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0541.degrees latitude (g = 980.6199 gals.).
 JE0541
 JE0541.The modeled gravity was interpolated from observed gravity values.
 JE0541
 JE0541;                    North         East    Units  Estimated Accuracy
 JE0541;SPC MO W     -   231,260.      853,450.      MT  (+/- 180 meters Scaled)
 JE0541
 JE0541                          SUPERSEDED SURVEY CONTROL
 JE0541
 JE0541  NGVD 29 (??/??/92)  265.345  (m)          870.55   (f) ADJ UNCH    2 0
 JE0541
 JE0541.Superseded values are not recommended for survey control.
 JE0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0541.See file dsdata.txt to determine how the superseded data were derived.
 JE0541
 JE0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC722346(NAD 83)
 JE0541_MARKER: DB = BENCH MARK DISK
 JE0541_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0541_SP_SET: 8 FEET
 JE0541_STAMPING: H 267 1963
 JE0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0541
 JE0541  HISTORY     - Date     Condition        Report By
 JE0541  HISTORY     - 1963     MONUMENTED       CGS
 JE0541
 JE0541                          STATION DESCRIPTION
 JE0541
 JE0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0541'2.8 MI SE FROM VIRGINIA.
 JE0541'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0541'CHURCH AT VIRGINIA, THENCE 1.0 MILES SOUTH ALONG A GRADED DIRT
 JE0541'ROAD AT A ROAD INTERSECTION, 21 FEET WEST OF THE CENTER LINE OF
 JE0541'THE DIRT ROAD AND 31 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 JE0541'ROAD, 41 FEET WEST OF AND ACROSS THE ROAD FROM A POWER POLE,
 JE0541'1 FOOT NORTHEAST OF A FENCE, 1.0 FEET SOUTH OF A METAL WITNESS
 JE0541'POST ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND ON THE TOP
 JE0541'OF 5/8-INCH ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND ENCASED
 JE0541'IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0952 ***********************************************************************
 JD0952  DESIGNATION -  H 268
 JD0952  PID         -  JD0952
 JD0952  STATE/COUNTY-  MO/MORGAN
 JD0952  USGS QUAD   -  PYRMONT (1961)
 JD0952
 JD0952                         *CURRENT SURVEY CONTROL
 JD0952  ___________________________________________________________________
 JD0952* NAD 83(1986)-  38 30 08.     (N)    093 01 39.     (W)     SCALED    
 JD0952* NAVD 88     -       312.717  (meters)    1025.97   (feet)  ADJUSTED  
 JD0952  ___________________________________________________________________
 JD0952  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD0952  DYNAMIC HT  -         312.495 (meters)    1025.24  (feet)  COMP
 JD0952  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 JD0952
 JD0952  VERT ORDER  -  SECOND    CLASS 0
 JD0952
 JD0952.The horizontal coordinates were scaled from a topographic map and have
 JD0952.an estimated accuracy of +/- 6 seconds.
 JD0952
 JD0952.The orthometric height was determined by differential leveling
 JD0952.and adjusted by the National Geodetic Survey in June 1991..
 JD0952
 JD0952.The geoid height was determined by GEOID03.
 JD0952
 JD0952.The dynamic height is computed by dividing the NAVD 88
 JD0952.geopotential number by the normal gravity value computed on the
 JD0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0952.degrees latitude (g = 980.6199 gals.).
 JD0952
 JD0952.The modeled gravity was interpolated from observed gravity values.
 JD0952
 JD0952;                    North         East    Units  Estimated Accuracy
 JD0952;SPC MO C     -   296,310.      453,990.      MT  (+/- 180 meters Scaled)
 JD0952
 JD0952                          SUPERSEDED SURVEY CONTROL
 JD0952
 JD0952  NGVD 29 (??/??/92)  312.601  (m)         1025.59   (f) ADJ UNCH    2 0
 JD0952
 JD0952.Superseded values are not recommended for survey control.
 JD0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0952.See file dsdata.txt to determine how the superseded data were derived.
 JD0952
 JD0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC976615(NAD 83)
 JD0952_MARKER: DB = BENCH MARK DISK
 JD0952_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0952_SP_SET: 8 FEET
 JD0952_STAMPING: H 268 1963
 JD0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0952
 JD0952  HISTORY     - Date     Condition        Report By
 JD0952  HISTORY     - 1963     MONUMENTED       CGS
 JD0952
 JD0952                          STATION DESCRIPTION
 JD0952
 JD0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0952'6.2 MI NW FROM STOVER.
 JD0952'ABOUT 1.3 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0952'RAILROAD FROM THE STATION AT STOVER, THENCE 0.45 MILE NORTH ALONG
 JD0952'A GRAVELED ROAD, THENCE 0.25 MILE WEST ALONG STATE HIGHWAYS 52
 JD0952'AND 135, THENCE 4.2 MILES NORTH ALONG STATE HIGHWAY 135, IN
 JD0952'SECTION 9, T 43 N, R 19 W, AT THE JUNCTION OF A ROAD LEADING WEST,
 JD0952'113 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTH OF
 JD0952'THE CENTER LINE OF THE ROAD LEADING WEST, 65 FEET SOUTH OF A
 JD0952'POWER POLE WITH TRANSFORMER, 4 FEET EAST OF AN 18-INCH OAK TREE,
 JD0952'1/2 FOOT SOUTH OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST,
 JD0952'ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 JD0952'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND ENCASED
 JD0952'IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0989 ***********************************************************************
 JD0989  DESIGNATION -  H 269
 JD0989  PID         -  JD0989
 JD0989  STATE/COUNTY-  MO/PETTIS
 JD0989  USGS QUAD   -  PYRMONT (1961)
 JD0989
 JD0989                         *CURRENT SURVEY CONTROL
 JD0989  ___________________________________________________________________
 JD0989* NAD 83(1986)-  38 34 34.     (N)    093 06 14.     (W)     SCALED    
 JD0989* NAVD 88     -       252.476  (meters)     828.33   (feet)  ADJUSTED  
 JD0989  ___________________________________________________________________
 JD0989  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0989  DYNAMIC HT  -         252.299 (meters)     827.75  (feet)  COMP
 JD0989  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 JD0989
 JD0989  VERT ORDER  -  SECOND    CLASS 0
 JD0989
 JD0989.The horizontal coordinates were scaled from a topographic map and have
 JD0989.an estimated accuracy of +/- 6 seconds.
 JD0989
 JD0989.The orthometric height was determined by differential leveling
 JD0989.and adjusted by the National Geodetic Survey in June 1991..
 JD0989
 JD0989.The geoid height was determined by GEOID03.
 JD0989
 JD0989.The dynamic height is computed by dividing the NAVD 88
 JD0989.geopotential number by the normal gravity value computed on the
 JD0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0989.degrees latitude (g = 980.6199 gals.).
 JD0989
 JD0989.The modeled gravity was interpolated from observed gravity values.
 JD0989
 JD0989;                    North         East    Units  Estimated Accuracy
 JD0989;SPC MO C     -   304,550.      447,380.      MT  (+/- 180 meters Scaled)
 JD0989
 JD0989                          SUPERSEDED SURVEY CONTROL
 JD0989
 JD0989  NGVD 29 (??/??/92)  252.365  (m)          827.97   (f) ADJ UNCH    2 0
 JD0989
 JD0989.Superseded values are not recommended for survey control.
 JD0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0989.See file dsdata.txt to determine how the superseded data were derived.
 JD0989
 JD0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC909697(NAD 83)
 JD0989_MARKER: DB = BENCH MARK DISK
 JD0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0989_STAMPING: H 269 1963
 JD0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0989+STABILITY: SURFACE MOTION
 JD0989
 JD0989  HISTORY     - Date     Condition        Report By
 JD0989  HISTORY     - 1963     MONUMENTED       CGS
 JD0989
 JD0989                          STATION DESCRIPTION
 JD0989
 JD0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0989'2.4 MI NW FROM BAHNER.
 JD0989'ABOUT 0.45 MILE EAST ALONG STATE ROAD V FROM THE CEMETERY AT
 JD0989'BAHNER, THENCE 1.05 MILES EAST ALONG STATE ROAD C, THENCE 0.95
 JD0989'MILE NORTH ALONG A GRAVELED ROAD IN T 44 N, R 20 W, OR 0.3
 JD0989'MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JD0989'AT SMITHTON, THENCE 7.1 MILES SOUTH ALONG STATE ROAD W, THENCE
 JD0989'2.0 MILES SOUTH ALONG A GRAVELED ROAD, 20 FEET WEST OF THE
 JD0989'CENTER LINE OF THE ROAD, 16 FEET SOUTH OF THE CENTER OF A
 JD0989'FIELD ENTRANCE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 JD0989'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0989'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0942 ***********************************************************************
 GD0942  DESIGNATION -  H 27
 GD0942  PID         -  GD0942
 GD0942  STATE/COUNTY-  MO/PEMISCOT
 GD0942  USGS QUAD   -  PORTAGEVILLE (1971)
 GD0942
 GD0942                         *CURRENT SURVEY CONTROL
 GD0942  ___________________________________________________________________
 GD0942* NAD 83(1986)-  36 23 35.     (N)    089 43 02.     (W)     SCALED    
 GD0942* NAVD 88     -        85.042  (meters)     279.01   (feet)  ADJUSTED  
 GD0942  ___________________________________________________________________
 GD0942  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GD0942  DYNAMIC HT  -          84.973 (meters)     278.78  (feet)  COMP
 GD0942  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 GD0942
 GD0942  VERT ORDER  -  SECOND    CLASS 0
 GD0942
 GD0942.The horizontal coordinates were scaled from a topographic map and have
 GD0942.an estimated accuracy of +/- 6 seconds.
 GD0942
 GD0942.The orthometric height was determined by differential leveling
 GD0942.and adjusted by the National Geodetic Survey in June 1991..
 GD0942
 GD0942.The geoid height was determined by GEOID03.
 GD0942
 GD0942.The dynamic height is computed by dividing the NAVD 88
 GD0942.geopotential number by the normal gravity value computed on the
 GD0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0942.degrees latitude (g = 980.6199 gals.).
 GD0942
 GD0942.The modeled gravity was interpolated from observed gravity values.
 GD0942
 GD0942;                    North         East    Units  Estimated Accuracy
 GD0942;SPC MO E     -    62,390.      320,220.      MT  (+/- 180 meters Scaled)
 GD0942
 GD0942                          SUPERSEDED SURVEY CONTROL
 GD0942
 GD0942  NGVD 29 (??/??/??)   84.958  (m)          278.73   (f) ADJUSTED    2 0
 GD0942
 GD0942.Superseded values are not recommended for survey control.
 GD0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0942.See file dsdata.txt to determine how the superseded data were derived.
 GD0942
 GD0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF562309(NAD 83)
 GD0942_MARKER: DB = BENCH MARK DISK
 GD0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0942_STAMPING: H 27 1933
 GD0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0942+STABILITY: SURFACE MOTION
 GD0942
 GD0942  HISTORY     - Date     Condition        Report By
 GD0942  HISTORY     - 1933     MONUMENTED       CGS
 GD0942  HISTORY     - 1969     MARK NOT FOUND   USGS
 GD0942
 GD0942                          STATION DESCRIPTION
 GD0942
 GD0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0942'2.5 MI S FROM PORTAGEVILLE.
 GD0942'IN PEMISCOT COUNTY, 2.5 MILES SOUTH ALONG THE ST. LOUIS-SAN
 GD0942'FRANCISCO RAILWAY FROM PORTAGEVILLE, NEW MADRID COUNTY, 18 FEET
 GD0942'WEST OF POLE 201/15, AT A ROAD CROSSING, 61 FEET SOUTH OF THE
 GD0942'CENTERLINE OF THE ROAD, AND 47 FEET WEST OF THE CENTERLINE OF
 GD0942'THE TRACK.  A STANDARD DISK, STAMPED H 27 1933 AND SET IN THE
 GD0942'OF A CONCRETE POST.  NOTE-- AREA UNDER CULTIVATION, LONGTIME
 GD0942'RESIDENT LIVING NEARBY STATED THAT HE THOUGHT THE MARK HAD BEEN
 GD0942'DESTROYED DURING TRACK IMPROVEMENT OF THE RR.
 GD0942
 GD0942                          STATION RECOVERY (1969)
 GD0942
 GD0942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0955 ***********************************************************************
 JD0955  DESIGNATION -  H 270
 JD0955  PID         -  JD0955
 JD0955  STATE/COUNTY-  MO/PETTIS
 JD0955  USGS QUAD   -  BAHNER (1972)
 JD0955
 JD0955                         *CURRENT SURVEY CONTROL
 JD0955  ___________________________________________________________________
 JD0955* NAD 83(1986)-  38 34 41.     (N)    093 12 51.     (W)     SCALED    
 JD0955* NAVD 88     -       285.053  (meters)     935.21   (feet)  ADJUSTED  
 JD0955  ___________________________________________________________________
 JD0955  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0955  DYNAMIC HT  -         284.852 (meters)     934.55  (feet)  COMP
 JD0955  MODELED GRAV-     979,917.7   (mgal)                       NAVD 88
 JD0955
 JD0955  VERT ORDER  -  SECOND    CLASS 0
 JD0955
 JD0955.The horizontal coordinates were scaled from a topographic map and have
 JD0955.an estimated accuracy of +/- 6 seconds.
 JD0955
 JD0955.The orthometric height was determined by differential leveling
 JD0955.and adjusted by the National Geodetic Survey in June 1991..
 JD0955
 JD0955.The geoid height was determined by GEOID03.
 JD0955
 JD0955.The dynamic height is computed by dividing the NAVD 88
 JD0955.geopotential number by the normal gravity value computed on the
 JD0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0955.degrees latitude (g = 980.6199 gals.).
 JD0955
 JD0955.The modeled gravity was interpolated from observed gravity values.
 JD0955
 JD0955;                    North         East    Units  Estimated Accuracy
 JD0955;SPC MO C     -   304,840.      437,770.      MT  (+/- 180 meters Scaled)
 JD0955
 JD0955                          SUPERSEDED SURVEY CONTROL
 JD0955
 JD0955  NGVD 29 (??/??/92)  284.940  (m)          934.84   (f) ADJ UNCH    2 0
 JD0955
 JD0955.Superseded values are not recommended for survey control.
 JD0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0955.See file dsdata.txt to determine how the superseded data were derived.
 JD0955
 JD0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC813699(NAD 83)
 JD0955_MARKER: DB = BENCH MARK DISK
 JD0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0955_STAMPING: H 270 1963
 JD0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0955+STABILITY: SURFACE MOTION
 JD0955
 JD0955  HISTORY     - Date     Condition        Report By
 JD0955  HISTORY     - 1963     MONUMENTED       CGS
 JD0955
 JD0955                          STATION DESCRIPTION
 JD0955
 JD0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0955'1.1 MI E FROM SPRING FORK.
 JD0955'ABOUT 1.1 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD0955'SPRING FORK CREEK AT SPRING FORK, AT THE INTERSECTION OF COUNTY
 JD0955'ROAD U, IN SECTION 15, T 44 N, R 21 W, 35 FEET NORTH OF THE
 JD0955'CENTER LINE OF COUNTY ROAD V, 99 FEET WEST OF THE CENTER LINE OF
 JD0955'COUNTY ROAD U, 107 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION,
 JD0955'1 1/2 FEET SOUTH OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS POST,
 JD0955'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD0955'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1288 ***********************************************************************
 JD1288  DESIGNATION -  H 271
 JD1288  PID         -  JD1288
 JD1288  STATE/COUNTY-  MO/BENTON
 JD1288  USGS QUAD   -  COLE CAMP (1961)
 JD1288
 JD1288                         *CURRENT SURVEY CONTROL
 JD1288  ___________________________________________________________________
 JD1288* NAD 83(1986)-  38 26 46.     (N)    093 14 21.     (W)     SCALED    
 JD1288* NAVD 88     -       286.197  (meters)     938.96   (feet)  ADJUSTED  
 JD1288  ___________________________________________________________________
 JD1288  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD1288  DYNAMIC HT  -         285.992 (meters)     938.29  (feet)  COMP
 JD1288  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 JD1288
 JD1288  VERT ORDER  -  SECOND    CLASS 0
 JD1288
 JD1288.The horizontal coordinates were scaled from a topographic map and have
 JD1288.an estimated accuracy of +/- 6 seconds.
 JD1288
 JD1288.The orthometric height was determined by differential leveling
 JD1288.and adjusted by the National Geodetic Survey in June 1991..
 JD1288
 JD1288.The geoid height was determined by GEOID03.
 JD1288
 JD1288.The dynamic height is computed by dividing the NAVD 88
 JD1288.geopotential number by the normal gravity value computed on the
 JD1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1288.degrees latitude (g = 980.6199 gals.).
 JD1288
 JD1288.The modeled gravity was interpolated from observed gravity values.
 JD1288
 JD1288;                    North         East    Units  Estimated Accuracy
 JD1288;SPC MO C     -   290,210.      435,480.      MT  (+/- 180 meters Scaled)
 JD1288
 JD1288                          SUPERSEDED SURVEY CONTROL
 JD1288
 JD1288  NGVD 29 (??/??/92)  286.068  (m)          938.54   (f) ADJ UNCH    2 0
 JD1288
 JD1288.Superseded values are not recommended for survey control.
 JD1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1288.See file dsdata.txt to determine how the superseded data were derived.
 JD1288
 JD1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC791553(NAD 83)
 JD1288_MARKER: DB = BENCH MARK DISK
 JD1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1288_STAMPING: H 271 1963
 JD1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1288+STABILITY: SURFACE MOTION
 JD1288
 JD1288  HISTORY     - Date     Condition        Report By
 JD1288  HISTORY     - 1963     MONUMENTED       CGS
 JD1288
 JD1288                          STATION DESCRIPTION
 JD1288
 JD1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1288'3.2 MI SW FROM COLE CAMP.
 JD1288'0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE AT
 JD1288'COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD, THENCE
 JD1288'1.2 MILES WEST ALONG A GRAVELED ROAD, 29 FEET NORTH OF THE
 JD1288'CENTER LINE OF THE ROAD, 80 FEET EAST OF A POWER POLE, 64 FEET
 JD1288'EAST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY, 10 FEET
 JD1288'EAST OF A FIELD ENTRANCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JD1288'ROAD, 2.0 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE
 JD1288'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1601 ***********************************************************************
 JD1601  DESIGNATION -  H 272
 JD1601  PID         -  JD1601
 JD1601  STATE/COUNTY-  MO/HENRY
 JD1601  USGS QUAD   -  LEESVILLE (1981)
 JD1601
 JD1601                         *CURRENT SURVEY CONTROL
 JD1601  ___________________________________________________________________
 JD1601* NAD 83(1986)-  38 19 32.     (N)    093 32 44.     (W)     SCALED    
 JD1601* NAVD 88     -       238.868  (meters)     783.69   (feet)  ADJUSTED  
 JD1601  ___________________________________________________________________
 JD1601  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JD1601  DYNAMIC HT  -         238.700 (meters)     783.13  (feet)  COMP
 JD1601  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 JD1601
 JD1601  VERT ORDER  -  SECOND    CLASS 0
 JD1601
 JD1601.The horizontal coordinates were scaled from a topographic map and have
 JD1601.an estimated accuracy of +/- 6 seconds.
 JD1601
 JD1601.The orthometric height was determined by differential leveling
 JD1601.and adjusted by the National Geodetic Survey in June 1991..
 JD1601
 JD1601.The geoid height was determined by GEOID03.
 JD1601
 JD1601.The dynamic height is computed by dividing the NAVD 88
 JD1601.geopotential number by the normal gravity value computed on the
 JD1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1601.degrees latitude (g = 980.6199 gals.).
 JD1601
 JD1601.The modeled gravity was interpolated from observed gravity values.
 JD1601
 JD1601;                    North         East    Units  Estimated Accuracy
 JD1601;SPC MO W     -   240,020.      933,460.      MT  (+/- 180 meters Scaled)
 JD1601
 JD1601                          SUPERSEDED SURVEY CONTROL
 JD1601
 JD1601  NGVD 29 (??/??/92)  238.737  (m)          783.26   (f) ADJ UNCH    2 0
 JD1601
 JD1601.Superseded values are not recommended for survey control.
 JD1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1601.See file dsdata.txt to determine how the superseded data were derived.
 JD1601
 JD1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC523420(NAD 83)
 JD1601_MARKER: DB = BENCH MARK DISK
 JD1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1601_SP_SET: CULVERT
 JD1601_STAMPING: H 272 1963
 JD1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1601
 JD1601  HISTORY     - Date     Condition        Report By
 JD1601  HISTORY     - 1963     MONUMENTED       CGS
 JD1601
 JD1601                          STATION DESCRIPTION
 JD1601
 JD1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1601'1.2 MI N FROM TIGHTWAD.
 JD1601'ABOUT 1.15 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1601'AT TIGHTWAD, IN SECTION 23, T 41 N, R 24 W, 13 FEET EAST OF THE
 JD1601'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JD1601'THE CENTER OF THE TOP OF THE EAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1051 ***********************************************************************
 GD1051  DESIGNATION -  H 273
 GD1051  PID         -  GD1051
 GD1051  STATE/COUNTY-  MO/PEMISCOT
 GD1051  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1051
 GD1051                         *CURRENT SURVEY CONTROL
 GD1051  ___________________________________________________________________
 GD1051* NAD 83(1986)-  36 14 25.     (N)    089 42 41.     (W)     SCALED    
 GD1051* NAVD 88     -        88.138  (meters)     289.17   (feet)  ADJUSTED  
 GD1051  ___________________________________________________________________
 GD1051  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD1051  DYNAMIC HT  -          88.066 (meters)     288.93  (feet)  COMP
 GD1051  MODELED GRAV-     979,808.6   (mgal)                       NAVD 88
 GD1051
 GD1051  VERT ORDER  -  FIRST     CLASS I
 GD1051
 GD1051.The horizontal coordinates were scaled from a topographic map and have
 GD1051.an estimated accuracy of +/- 6 seconds.
 GD1051
 GD1051.The orthometric height was determined by differential leveling
 GD1051.and adjusted by the National Geodetic Survey in June 1991..
 GD1051
 GD1051.The geoid height was determined by GEOID03.
 GD1051
 GD1051.The dynamic height is computed by dividing the NAVD 88
 GD1051.geopotential number by the normal gravity value computed on the
 GD1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1051.degrees latitude (g = 980.6199 gals.).
 GD1051
 GD1051.The modeled gravity was interpolated from observed gravity values.
 GD1051
 GD1051;                    North         East    Units  Estimated Accuracy
 GD1051;SPC MO E     -    45,440.      320,880.      MT  (+/- 180 meters Scaled)
 GD1051
 GD1051                          SUPERSEDED SURVEY CONTROL
 GD1051
 GD1051  NGVD 29 (??/??/??)   88.050  (m)          288.88   (f) ADJUSTED    1 1
 GD1051
 GD1051.Superseded values are not recommended for survey control.
 GD1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1051.See file dsdata.txt to determine how the superseded data were derived.
 GD1051
 GD1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF563140(NAD 83)
 GD1051_MARKER: DB = BENCH MARK DISK
 GD1051_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1051+WITH SETTING: INTO GROUND
 GD1051_SP_SET: METAL ROD WITH BASE PLATE
 GD1051_STAMPING: H 273 1976
 GD1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1051+STABILITY: SURFACE MOTION
 GD1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1051+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 GD1051
 GD1051  HISTORY     - Date     Condition        Report By
 GD1051  HISTORY     - 1976     MONUMENTED       NGS
 GD1051  HISTORY     - 20020712 GOOD             USACE
 GD1051
 GD1051                          STATION DESCRIPTION
 GD1051
 GD1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1051'4.0 MI NORTH FROM CARUTHERSVILLE.
 GD1051'4.0 MILES NORTH ALONG LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1051'OFFICE, 105 FEET EAST OF A FENCE AT TOE OF LEVEE, 20 FEET WEST
 GD1051'OF THE CENTER OF LEVEE, AND 2.9 FEET SOUTHWEST OF MILEPOST 24/25.
 GD1051
 GD1051                          STATION RECOVERY (2002)
 GD1051
 GD1051'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1096 ***********************************************************************
 GD1096  DESIGNATION -  H 274
 GD1096  PID         -  GD1096
 GD1096  STATE/COUNTY-  MO/NEW MADRID
 GD1096  USGS QUAD   -  POINT PLEASANT (1982)
 GD1096
 GD1096                         *CURRENT SURVEY CONTROL
 GD1096  ___________________________________________________________________
 GD1096* NAD 83(1986)-  36 26 58.     (N)    089 34 28.     (W)     SCALED    
 GD1096* NAVD 88     -        92.728  (meters)     304.23   (feet)  ADJUSTED  
 GD1096  ___________________________________________________________________
 GD1096  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1096  DYNAMIC HT  -          92.653 (meters)     303.98  (feet)  COMP
 GD1096  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 GD1096
 GD1096  VERT ORDER  -  FIRST     CLASS I
 GD1096
 GD1096.The horizontal coordinates were scaled from a topographic map and have
 GD1096.an estimated accuracy of +/- 6 seconds.
 GD1096
 GD1096.The orthometric height was determined by differential leveling
 GD1096.and adjusted by the National Geodetic Survey in June 1991..
 GD1096
 GD1096.The geoid height was determined by GEOID03.
 GD1096
 GD1096.The dynamic height is computed by dividing the NAVD 88
 GD1096.geopotential number by the normal gravity value computed on the
 GD1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1096.degrees latitude (g = 980.6199 gals.).
 GD1096
 GD1096.The modeled gravity was interpolated from observed gravity values.
 GD1096
 GD1096;                    North         East    Units  Estimated Accuracy
 GD1096;SPC MO E     -    68,760.      332,970.      MT  (+/- 180 meters Scaled)
 GD1096
 GD1096                          SUPERSEDED SURVEY CONTROL
 GD1096
 GD1096  NGVD 29 (??/??/??)   92.620  (m)          303.87   (f) ADJUSTED    1 1
 GD1096
 GD1096.Superseded values are not recommended for survey control.
 GD1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1096.See file dsdata.txt to determine how the superseded data were derived.
 GD1096
 GD1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF692368(NAD 83)
 GD1096_MARKER: DB = BENCH MARK DISK
 GD1096_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1096+WITH SETTING: INTO GROUND
 GD1096_SP_SET: METAL ROD WITH BASE PLATE
 GD1096_STAMPING: H 274 1976
 GD1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1096+STABILITY: SURFACE MOTION
 GD1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1096+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 GD1096
 GD1096  HISTORY     - Date     Condition        Report By
 GD1096  HISTORY     - 1976     MONUMENTED       NGS
 GD1096  HISTORY     - 20020716 GOOD             USACE
 GD1096
 GD1096                          STATION DESCRIPTION
 GD1096
 GD1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1096'13.2 MI SW FROM NEW MADRID.
 GD1096'13.2 MILES SOUTHWEST ALONG TOP OF LEVEE FROM THE INTERSECTION
 GD1096'OF STATE HIGHWAY WW AND A PRIVATE LEVEE LEEDING NORTH, 300 FEET
 GD1096'SOUTHWEST OF YOUNT CEMETERY, ABOUT 0.3 MILE SOUTH OF POINT
 GD1096'PLEASANT, 88 FEET EAST OF A FENCE, 20.5 FEET WEST OF THE CENTER
 GD1096'OF LEVEE AND 13 FEET SOUTH OF MILEPOST 1/2.
 GD1096
 GD1096                          STATION RECOVERY (2002)
 GD1096
 GD1096'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1233 ***********************************************************************
 HB1233  DESIGNATION -  H 275
 HB1233  PID         -  HB1233
 HB1233  STATE/COUNTY-  MO/SCOTT
 HB1233  USGS QUAD   -  THEBES SW (1993)
 HB1233
 HB1233                         *CURRENT SURVEY CONTROL
 HB1233  ___________________________________________________________________
 HB1233* NAD 83(1986)-  37 04 54.     (N)    089 24 45.     (W)     SCALED    
 HB1233* NAVD 88     -       104.604  (meters)     343.19   (feet)  ADJUSTED  
 HB1233  ___________________________________________________________________
 HB1233  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HB1233  DYNAMIC HT  -         104.528 (meters)     342.94  (feet)  COMP
 HB1233  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 HB1233
 HB1233  VERT ORDER  -  FIRST     CLASS I
 HB1233
 HB1233.The horizontal coordinates were scaled from a topographic map and have
 HB1233.an estimated accuracy of +/- 6 seconds.
 HB1233
 HB1233.The orthometric height was determined by differential leveling
 HB1233.and adjusted by the National Geodetic Survey in June 1991..
 HB1233
 HB1233.The geoid height was determined by GEOID03.
 HB1233
 HB1233.The dynamic height is computed by dividing the NAVD 88
 HB1233.geopotential number by the normal gravity value computed on the
 HB1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1233.degrees latitude (g = 980.6199 gals.).
 HB1233
 HB1233.The modeled gravity was interpolated from observed gravity values.
 HB1233
 HB1233;                    North         East    Units  Estimated Accuracy
 HB1233;SPC MO E     -   139,070.      346,690.      MT  (+/- 180 meters Scaled)
 HB1233
 HB1233                          SUPERSEDED SURVEY CONTROL
 HB1233
 HB1233  NGVD 29 (??/??/??)  104.486  (m)          342.80   (f) ADJUSTED    1 1
 HB1233
 HB1233.Superseded values are not recommended for survey control.
 HB1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1233.See file dsdata.txt to determine how the superseded data were derived.
 HB1233
 HB1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG855066(NAD 83)
 HB1233_MARKER: DB = BENCH MARK DISK
 HB1233_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HB1233+WITH SETTING: INTO GROUND
 HB1233_SP_SET: METAL ROD WITH BASE PLATE
 HB1233_STAMPING: H 275 1976
 HB1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1233+STABILITY: SURFACE MOTION
 HB1233
 HB1233  HISTORY     - Date     Condition        Report By
 HB1233  HISTORY     - 1976     MONUMENTED       NGS
 HB1233  HISTORY     - 20020518 POOR             USACE
 HB1233
 HB1233                          STATION DESCRIPTION
 HB1233
 HB1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1233'6.75 MI SOUTH FROM COMMERCE.
 HB1233'6.75 MILES SOUTH ALONG THE LEVEE ROAD FROM THE BEGINNING OF THE
 HB1233'LEVEEAT COMMERCE, 15 FEET SOUTH OF THE CENTER OF THE LEVEE ROAD
 HB1233'2 FEET WEST OF MILEPOST 11 OVER 12
 HB1233
 HB1233                          STATION RECOVERY (2002)
 HB1233
 HB1233'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1233'DESTROYED BY NEW LEVEE CONSTRUCTION. ONLY ROD WAS FOUND BENT OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1207 ***********************************************************************
 GD1207  DESIGNATION -  H 276
 GD1207  PID         -  GD1207
 GD1207  STATE/COUNTY-  MO/NEW MADRID
 GD1207  USGS QUAD   -  HENDERSON MOUND (1969)
 GD1207
 GD1207                         *CURRENT SURVEY CONTROL
 GD1207  ___________________________________________________________________
 GD1207* NAD 83(1997)-  36 40 42.10158(N)    089 23 38.77729(W)     ADJUSTED  
 GD1207* NAVD 88     -        97.576  (meters)     320.13   (feet)  ADJUSTED  
 GD1207  ___________________________________________________________________
 GD1207  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 GD1207  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1207  DYNAMIC HT  -          97.500 (meters)     319.88  (feet)  COMP
 GD1207  MODELED GRAV-     979,854.4   (mgal)                       NAVD 88
 GD1207
 GD1207  HORZ ORDER  -  SECOND
 GD1207  VERT ORDER  -  FIRST     CLASS I
 GD1207
 GD1207.The horizontal coordinates were established by classical geodetic methods
 GD1207.and adjusted by the National Geodetic Survey in February 2000..
 GD1207
 GD1207.The orthometric height was determined by differential leveling
 GD1207.and adjusted by the National Geodetic Survey in June 1991..
 GD1207
 GD1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1207
 GD1207.The geoid height was determined by GEOID03.
 GD1207
 GD1207.The dynamic height is computed by dividing the NAVD 88
 GD1207.geopotential number by the normal gravity value computed on the
 GD1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1207.degrees latitude (g = 980.6199 gals.).
 GD1207
 GD1207.The modeled gravity was interpolated from observed gravity values.
 GD1207
 GD1207;                    North         East     Units Scale Factor Converg.
 GD1207;SPC MO E     -    94,331.103   348,845.834   MT  1.00005366   +0 39 38.3
 GD1207;UTM  16      - 4,061,863.586   286,070.101   MT  1.00016387   -1 25 50.1
 GD1207
 GD1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1207!SPC MO E     -   0.99998912  x   1.00005366  =   1.00004278
 GD1207!UTM  16      -   0.99998912  x   1.00016387  =   1.00015299
 GD1207
 GD1207                          SUPERSEDED SURVEY CONTROL
 GD1207
 GD1207  NAD 83(1997)-  36 40 42.10162(N)    089 23 38.77699(W) AD(       ) 2
 GD1207  NAD 83(1997)-  36 40 42.10206(N)    089 23 38.77683(W) AD(       ) 2
 GD1207  NAD 83(1997)-  36 40 42.10719(N)    089 23 38.77553(W) AD(       ) 2
 GD1207  NAD 83(1986)-  36 40 42.11423(N)    089 23 38.77729(W) AD(       ) 2
 GD1207  NAD 27      -  36 40 41.90354(N)    089 23 38.51451(W) AD(       ) 2
 GD1207  NGVD 29 (??/??/??)   97.457  (m)          319.74   (f) ADJUSTED    1 1
 GD1207
 GD1207.Superseded values are not recommended for survey control.
 GD1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1207.See file dsdata.txt to determine how the superseded data were derived.
 GD1207
 GD1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8607061864(NAD 83)
 GD1207_MARKER: DB = BENCH MARK DISK
 GD1207_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1207+WITH SETTING: INTO GROUND
 GD1207_SP_SET: METAL ROD WITH BASE PLATE
 GD1207_STAMPING: H 276 1976
 GD1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1207+STABILITY: SURFACE MOTION
 GD1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1207+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD1207
 GD1207  HISTORY     - Date     Condition        Report By
 GD1207  HISTORY     - 1976     MONUMENTED       NGS
 GD1207  HISTORY     - 1977     GOOD             NGS
 GD1207  HISTORY     - 20020813 GOOD             USACE
 GD1207
 GD1207                          STATION DESCRIPTION
 GD1207
 GD1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1207'10.1 MI NE FROM NEW MADRID.
 GD1207'10.1 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE
 GD1207'FROM THE JUNCTION OF VANDENVENDER AVENUE, 4.6 FEET NORTH OF
 GD1207'MILE POST 25/26, AND 15.6 FEET WEST OF THE CENTER OF THE DIRT
 GD1207'ROAD ON TOP OF THE LEVEE.
 GD1207'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1207'FEET.  ABOUT LEVEL WITH THE TOP OF THE LEVEE.  2 FEET NORTH OF A
 GD1207'WITNESS POST.
 GD1207
 GD1207                          STATION RECOVERY (1977)
 GD1207
 GD1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1207'THE STATION IS LOCATED 10 MILES NORTHEAST OF NEW MADRID, 8
 GD1207'MILES EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 GD1207'STATE ROUTE P AND ON TOP OF THE LEVEE.
 GD1207'
 GD1207'TO REACH THE STATION FROM THE ABOVE MENTIONED JUNCTION, GO
 GD1207'EAST ON ROUTE P FOR 6.9 MILES TO ITS JUNCTION WITH STATE
 GD1207'ROUTE BB.  CONTINUE EAST ON ROUTE P FOR 0.5 MILE TO THE
 GD1207'EAST END OF A BRIDGE.  CONTINUE SOUTHERLY ON ROUTE P FOR
 GD1207'0.15 MILE TO THE TOP OF THE LEVEE, TURN LEFT AND GO
 GD1207'NORTHEAST ON LEVEE ROAD FOR 0.75 MILE TO THE MARK ON THE
 GD1207'LEFT.
 GD1207'
 GD1207'THE MARK, STAMPED---H 276 1976---, IS A STANDARD BENCH MARK
 GD1207'DISK CRIMPED TO TOP OF A 5/8-INCH STEEL ROD, 3 INCHES BELOW
 GD1207'GROUND, AND SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT
 GD1207'IS 75 YARDS EAST OF A CATTLE HOLDING PEN DOWN OFF THE LEVEE,
 GD1207'15.5 FEET NORTHWEST OF THE CENTER OF THE LEVEE ROAD, 4.5 FEET
 GD1207'NORTHEAST OF MILEPOST 25/26, 1 FOOT NORTHEAST OF A METAL
 GD1207'WITNESS POST, AND LEVEL WITH THE ROAD.
 GD1207'
 GD1207'A TRAVERSE TIE WAS MADE TO STATION NEW BARNES.
 GD1207
 GD1207                          STATION RECOVERY (2002)
 GD1207
 GD1207'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1253 ***********************************************************************
 GD1253  DESIGNATION -  H 277
 GD1253  PID         -  GD1253
 GD1253  STATE/COUNTY-  MO/MISSISSIPPI
 GD1253  USGS QUAD   -  WYATT (1978)
 GD1253
 GD1253                         *CURRENT SURVEY CONTROL
 GD1253  ___________________________________________________________________
 GD1253* NAD 83(1986)-  36 54 43.     (N)    089 13 00.     (W)     SCALED    
 GD1253* NAVD 88     -        98.946  (meters)     324.63   (feet)  ADJUSTED  
 GD1253  ___________________________________________________________________
 GD1253  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1253  DYNAMIC HT  -          98.872 (meters)     324.38  (feet)  COMP
 GD1253  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 GD1253
 GD1253  VERT ORDER  -  FIRST     CLASS I
 GD1253
 GD1253.The horizontal coordinates were scaled from a topographic map and have
 GD1253.an estimated accuracy of +/- 6 seconds.
 GD1253
 GD1253.The orthometric height was determined by differential leveling
 GD1253.and adjusted by the National Geodetic Survey in June 1991..
 GD1253
 GD1253.The geoid height was determined by GEOID03.
 GD1253
 GD1253.The dynamic height is computed by dividing the NAVD 88
 GD1253.geopotential number by the normal gravity value computed on the
 GD1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1253.degrees latitude (g = 980.6199 gals.).
 GD1253
 GD1253.The modeled gravity was interpolated from observed gravity values.
 GD1253
 GD1253;                    North         East    Units  Estimated Accuracy
 GD1253;SPC MO E     -   120,450.      364,360.      MT  (+/- 180 meters Scaled)
 GD1253
 GD1253                          SUPERSEDED SURVEY CONTROL
 GD1253
 GD1253  NGVD 29 (??/??/??)   98.827  (m)          324.23   (f) ADJUSTED    1 1
 GD1253
 GD1253.Superseded values are not recommended for survey control.
 GD1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1253.See file dsdata.txt to determine how the superseded data were derived.
 GD1253
 GD1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF025873(NAD 83)
 GD1253_MARKER: DB = BENCH MARK DISK
 GD1253_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1253+WITH SETTING: INTO GROUND
 GD1253_SP_SET: METAL ROD WITH BASE PLATE
 GD1253_STAMPING: H 277 1976
 GD1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1253+STABILITY: SURFACE MOTION
 GD1253
 GD1253  HISTORY     - Date     Condition        Report By
 GD1253  HISTORY     - 1976     MONUMENTED       NGS
 GD1253
 GD1253                          STATION DESCRIPTION
 GD1253
 GD1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1253'IN WYATT.
 GD1253'AT WYATT, 0.2 MILES SOUTHWESTALONG THE LEVEE FROM THE INTERSECTION
 GD1253'OF STATE ROUTE HH, 19.3 FEET WEST OF THE CENTERLINE OF THE PAVED
 GD1253'ROAD ON TOP OF THE LEVEE, 3.6 FEET NORTH OF MILEPOST 5/6, 82.0
 GD1253'FEET NORTHEAST OF A TELEPHONE POLE, 0.1  MILES SOUTHWEST OF THE
 GD1253'JUNCTION OF STATE HIGHWAY EE AND HH.
 GD1253'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1253'FEET.  1 FOOT BELOW THE TOP OF A LEVEE.  1 FOOT EAST OF A WITNESS
 GD1253'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1189 ***********************************************************************
 GD1189  DESIGNATION -  H 278
 GD1189  PID         -  GD1189
 GD1189  STATE/COUNTY-  MO/NEW MADRID
 GD1189  USGS QUAD   -  HUBBARD LAKE (1982)
 GD1189
 GD1189                         *CURRENT SURVEY CONTROL
 GD1189  ___________________________________________________________________
 GD1189* NAD 83(1986)-  36 35 10.     (N)    089 29 34.     (W)     SCALED    
 GD1189* NAVD 88     -        92.697  (meters)     304.12   (feet)  POSTED    
 GD1189  ___________________________________________________________________
 GD1189  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1189  DYNAMIC HT  -          92.620 (meters)     303.87  (feet)  COMP
 GD1189  MODELED GRAV-     979,841.7   (mgal)                       NAVD 88
 GD1189
 GD1189  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GD1189
 GD1189.The horizontal coordinates were scaled from a topographic map and have
 GD1189.an estimated accuracy of +/- 6 seconds.
 GD1189
 GD1189.The orthometric height was determined by differential leveling
 GD1189.and adjusted by the National Geodetic Survey in 1992..
 GD1189.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GD1189.rate of 3.1 thru 4.0 mm/km.
 GD1189
 GD1189.The geoid height was determined by GEOID03.
 GD1189
 GD1189.The dynamic height is computed by dividing the NAVD 88
 GD1189.geopotential number by the normal gravity value computed on the
 GD1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1189.degrees latitude (g = 980.6199 gals.).
 GD1189
 GD1189.The modeled gravity was interpolated from observed gravity values.
 GD1189
 GD1189;                    North         East    Units  Estimated Accuracy
 GD1189;SPC MO E     -    84,000.      340,130.      MT  (+/- 180 meters Scaled)
 GD1189
 GD1189                          SUPERSEDED SURVEY CONTROL
 GD1189
 GD1189  NGVD 29 (??/??/??)   92.584  (m)          303.75   (f) ADJUSTED    1 1
 GD1189
 GD1189.Superseded values are not recommended for survey control.
 GD1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1189.See file dsdata.txt to determine how the superseded data were derived.
 GD1189
 GD1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF769518(NAD 83)
 GD1189_MARKER: DB = BENCH MARK DISK
 GD1189_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1189+WITH SETTING: INTO GROUND
 GD1189_SP_SET: METAL ROD WITH BASE PLATE
 GD1189_STAMPING: H 278 1976
 GD1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1189+STABILITY: SURFACE MOTION
 GD1189
 GD1189  HISTORY     - Date     Condition        Report By
 GD1189  HISTORY     - 1976     MONUMENTED       NGS
 GD1189
 GD1189                          STATION DESCRIPTION
 GD1189
 GD1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1189'1.6 MI NE FROM NEW MADRID.
 GD1189'1.6 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1189'THE JUNCTION OF VANDENVENDER AVENUE, 0.1 MILES WEST OF A RAMP
 GD1189'LEADING TO A HOUSE, 18.0 FEET NORTHEAST OF THE CENTER OF THE
 GD1189'TOP OF THE LEVEE.
 GD1189'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1189'FEET. 1 FOOT BELOW THE TOP OF THE LEVEE.   1 FOOT NORTHEAST OF A
 GD1189'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1026 ***********************************************************************
 GD1026  DESIGNATION -  H 279
 GD1026  PID         -  GD1026
 GD1026  STATE/COUNTY-  MO/PEMISCOT
 GD1026  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1026
 GD1026                         *CURRENT SURVEY CONTROL
 GD1026  ___________________________________________________________________
 GD1026* NAD 83(1997)-  36 03 22.78378(N)    089 42 15.11457(W)     ADJUSTED  
 GD1026* NAVD 88     -        85.659  (meters)     281.03   (feet)  ADJUSTED  
 GD1026  ___________________________________________________________________
 GD1026  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 GD1026  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD1026  DYNAMIC HT  -          85.587 (meters)     280.80  (feet)  COMP
 GD1026  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 GD1026
 GD1026  HORZ ORDER  -  SECOND
 GD1026  VERT ORDER  -  FIRST     CLASS I
 GD1026
 GD1026.The horizontal coordinates were established by classical geodetic methods
 GD1026.and adjusted by the National Geodetic Survey in February 2000..
 GD1026
 GD1026.The orthometric height was determined by differential leveling
 GD1026.and adjusted by the National Geodetic Survey in March 1998..
 GD1026
 GD1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1026
 GD1026.The geoid height was determined by GEOID03.
 GD1026
 GD1026.The dynamic height is computed by dividing the NAVD 88
 GD1026.geopotential number by the normal gravity value computed on the
 GD1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1026.degrees latitude (g = 980.6199 gals.).
 GD1026
 GD1026.The modeled gravity was interpolated from observed gravity values.
 GD1026
 GD1026;                    North         East     Units Scale Factor Converg.
 GD1026;SPC MO E     -    25,034.553   321,697.272   MT  0.99999665   +0 28 06.3
 GD1026;UTM  16      - 3,993,580.845   256,422.446   MT  1.00033111   -1 35 32.7
 GD1026
 GD1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1026!SPC MO E     -   0.99999099  x   0.99999665  =   0.99998764
 GD1026!UTM  16      -   0.99999099  x   1.00033111  =   1.00032210
 GD1026
 GD1026                          SUPERSEDED SURVEY CONTROL
 GD1026
 GD1026  NAD 83(1997)-  36 03 22.78378(N)    089 42 15.11457(W) AD(       ) 2
 GD1026  NAD 83(1997)-  36 03 22.78378(N)    089 42 15.11457(W) AD(       ) 2
 GD1026  NAD 83(1997)-  36 03 22.78356(N)    089 42 15.11534(W) AD(       ) 2
 GD1026  NAD 83(1997)-  36 03 22.78362(N)    089 42 15.11538(W) AD(       ) 2
 GD1026  NAD 83(1986)-  36 03 22.79568(N)    089 42 15.11518(W) AD(       ) 2
 GD1026  NAD 27      -  36 03 22.54126(N)    089 42 14.82272(W) AD(       ) 2
 GD1026  NAVD 88 (06/15/91)   85.685  (m)          281.12   (f) UNKNOWN     1 1
 GD1026  NGVD 29 (??/??/??)   85.608  (m)          280.87   (f) ADJUSTED    1 1
 GD1026
 GD1026.Superseded values are not recommended for survey control.
 GD1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1026.See file dsdata.txt to determine how the superseded data were derived.
 GD1026
 GD1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5642293581(NAD 83)
 GD1026_MARKER: DV = VERTICAL CONTROL DISK
 GD1026_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1026+WITH SETTING: INTO GROUND
 GD1026_SP_SET: METAL ROD WITH BASE PLATE
 GD1026_STAMPING: H 279 1976
 GD1026_MARK LOGO: NGS   
 GD1026_PROJECTION: FLUSH
 GD1026_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1026+STABILITY: SURFACE MOTION
 GD1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1026+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD1026_ROD/PIPE-DEPTH: 1.22 meters
 GD1026
 GD1026  HISTORY     - Date     Condition        Report By
 GD1026  HISTORY     - 1976     MONUMENTED       NGS
 GD1026  HISTORY     - 1977     GOOD             NGS
 GD1026  HISTORY     - 19970721 GOOD             MODNR
 GD1026  HISTORY     - 20001121 GOOD             NGS
 GD1026  HISTORY     - 20001121 GOOD             USACE
 GD1026  HISTORY     - 20020730 GOOD             USACE
 GD1026
 GD1026                          STATION DESCRIPTION
 GD1026
 GD1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1026'7.9 MI NE FROM HUFFMAN.
 GD1026'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 GD1026'WAYS 137 AND 150 AT HUFFMAN, THENCE 7.9 MILES NORTHEAST ALONG THE
 GD1026'LEVEE, 17 FEET NORTHWEST OF THE CENTER OF LEVEE, AND 9.0 FEET
 GD1026'SOUTHWEST OF MILEPOST 42/43.  2 FEET BELOW LEVEE.  1 FOOT NORTHEAST
 GD1026'OF A WITNESS POST.
 GD1026
 GD1026                          STATION RECOVERY (1977)
 GD1026
 GD1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1026'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF STEELE, 8-1/2
 GD1026'MILES SOUTHWEST OF CARUTHERSVILLE ON PROPERTY OF THE SAINT
 GD1026'FRANCIS LEVEE DISTRICT.
 GD1026'
 GD1026'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 GD1026'55 AND STATE HIGHWAY 164, ABOUT 2 MILES EAST OF STEELE, GO
 GD1026'EAST ON STATE HIGHWAY 164 FOR 5.5 MILES TO A T-ROAD.  TURN
 GD1026'RIGHT AND GO SOUTH ON STATE HIGHWAY 164 FOR 1.8 MILES TO THE
 GD1026'JUNCTION WITH STATE ROUTE E AT THE SOUTH EDGE OF THE SMALL
 GD1026'COMMUNITY OF COTTONWOOD POINT.  TURN LEFT AND GO EAST ON STATE
 GD1026'HIGHWAY 164 FOR 0.3 MILE TO A GRAVEL CROSSROAD ON TOP OF LEVEE,
 GD1026'TURN RIGHT AND GO SOUTH ALONG TOP OF LEVEE FOR 0.1 MILE TO A
 GD1026'GRAVEL CROSSROAD JUNCTION, CONTINUE SOUTH ON TOP OF LEVEE
 GD1026'FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 GD1026'
 GD1026'THE MARK, STAMPED---H 279 1976---, A STANDARD BENCH MARK DISK
 GD1026'CRIMPED TO THE TOP OF A 5/8-INCH ROD, 2 INCHES UNDERGROUND AND
 GD1026'SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS 1 FOOT
 GD1026'NORTHEAST OF A METAL WITNESS POST, 9 FEET SOUTHWEST OF CONCRETE
 GD1026'MILEPOST 42/43, 14.2 FEET NORTHWEST OF APPROXIMATE CENTER OF
 GD1026'GRAVEL ROAD ON LEVEE AND ABOUT 3 FEET LOWER THAN ROAD.
 GD1026'
 GD1026'A TRAVERSE TIE WAS MADE TO STATION COTTON 2 RM 5.
 GD1026
 GD1026                          STATION RECOVERY (1997)
 GD1026
 GD1026'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 GD1026'RECOVERED AS DESCRIBED.
 GD1026
 GD1026                          STATION RECOVERY (2000)
 GD1026
 GD1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMH)
 GD1026'RECOVERED IN GOOD CONDITION.
 GD1026
 GD1026                          STATION RECOVERY (2000)
 GD1026
 GD1026'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD1026'MARK RECOVERED IN GOOD CONDITION.
 GD1026
 GD1026                          STATION RECOVERY (2002)
 GD1026
 GD1026'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0198 ***********************************************************************
 GE0198  DESIGNATION -  H 28
 GE0198  PID         -  GE0198
 GE0198  STATE/COUNTY-  MO/DUNKLIN
 GE0198  USGS QUAD   -  HORNERSVILLE (1983)
 GE0198
 GE0198                         *CURRENT SURVEY CONTROL
 GE0198  ___________________________________________________________________
 GE0198* NAD 83(1986)-  36 02 35.     (N)    090 06 26.     (W)     SCALED    
 GE0198* NAVD 88     -        74.083  (meters)     243.05   (feet)  ADJUSTED  
 GE0198  ___________________________________________________________________
 GE0198  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0198  DYNAMIC HT  -          74.021 (meters)     242.85  (feet)  COMP
 GE0198  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 GE0198
 GE0198  VERT ORDER  -  FIRST     CLASS II
 GE0198
 GE0198.The horizontal coordinates were scaled from a topographic map and have
 GE0198.an estimated accuracy of +/- 6 seconds.
 GE0198
 GE0198.The orthometric height was determined by differential leveling
 GE0198.and adjusted by the National Geodetic Survey in June 1991..
 GE0198
 GE0198.The geoid height was determined by GEOID03.
 GE0198
 GE0198.The dynamic height is computed by dividing the NAVD 88
 GE0198.geopotential number by the normal gravity value computed on the
 GE0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0198.degrees latitude (g = 980.6199 gals.).
 GE0198
 GE0198.The modeled gravity was interpolated from observed gravity values.
 GE0198
 GE0198;                    North         East    Units  Estimated Accuracy
 GE0198;SPC MO E     -    23,340.      285,390.      MT  (+/- 180 meters Scaled)
 GE0198
 GE0198                          SUPERSEDED SURVEY CONTROL
 GE0198
 GE0198  NGVD 29 (??/??/92)   74.076  (m)          243.03   (f) ADJ UNCH    1 2
 GE0198
 GE0198.Superseded values are not recommended for survey control.
 GE0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0198.See file dsdata.txt to determine how the superseded data were derived.
 GE0198
 GE0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV606925(NAD 83)
 GE0198_MARKER: DD = SURVEY DISK
 GE0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0198_STAMPING: H 28 1933
 GE0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0198+STABILITY: SURFACE MOTION
 GE0198
 GE0198  HISTORY     - Date     Condition        Report By
 GE0198  HISTORY     - 1933     MONUMENTED       CGS
 GE0198  HISTORY     - 1956     GOOD             NGS
 GE0198  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0198
 GE0198                          STATION DESCRIPTION
 GE0198
 GE0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0198'0.2 MI E FROM HORNERSVILLE.
 GE0198'0.25 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 GE0198'STATION AT HORNERSVILLE, AT POINT OF A SWITCH JUST BEFORE ENTERING
 GE0198'THE MAIN TRACK, 48 FEET NORTH OF CENTER LINE OF TRACK, 30 FEET
 GE0198'WEST OF TELEPHONE POLE NO. 124/32, AND SET IN THE TOP OF A
 GE0198'CONCRETE POST.
 GE0198
 GE0198                          STATION RECOVERY (1981)
 GE0198
 GE0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2107 ***********************************************************************
 JD2107  DESIGNATION -  H 280
 JD2107  PID         -  JD2107
 JD2107  STATE/COUNTY-  MO/JOHNSON
 JD2107  USGS QUAD   -  CORNELIA (1955)
 JD2107
 JD2107                         *CURRENT SURVEY CONTROL
 JD2107  ___________________________________________________________________
 JD2107* NAD 83(1986)-  38 44 12.     (N)    093 43 57.     (W)     SCALED    
 JD2107* NAVD 88     -       262.455  (meters)     861.07   (feet)  ADJUSTED  
 JD2107  ___________________________________________________________________
 JD2107  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2107  DYNAMIC HT  -         262.276 (meters)     860.48  (feet)  COMP
 JD2107  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 JD2107
 JD2107  VERT ORDER  -  SECOND    CLASS 0
 JD2107
 JD2107.The horizontal coordinates were scaled from a topographic map and have
 JD2107.an estimated accuracy of +/- 6 seconds.
 JD2107
 JD2107.The orthometric height was determined by differential leveling
 JD2107.and adjusted by the National Geodetic Survey in June 1991..
 JD2107
 JD2107.The geoid height was determined by GEOID03.
 JD2107
 JD2107.The dynamic height is computed by dividing the NAVD 88
 JD2107.geopotential number by the normal gravity value computed on the
 JD2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2107.degrees latitude (g = 980.6199 gals.).
 JD2107
 JD2107.The modeled gravity was interpolated from observed gravity values.
 JD2107
 JD2107;                    North         East    Units  Estimated Accuracy
 JD2107;SPC MO W     -   285,500.      916,730.      MT  (+/- 180 meters Scaled)
 JD2107
 JD2107                          SUPERSEDED SURVEY CONTROL
 JD2107
 JD2107  NGVD 29 (??/??/92)  262.357  (m)          860.75   (f) ADJ UNCH    2 0
 JD2107
 JD2107.Superseded values are not recommended for survey control.
 JD2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2107.See file dsdata.txt to determine how the superseded data were derived.
 JD2107
 JD2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC363878(NAD 83)
 JD2107_MARKER: DB = BENCH MARK DISK
 JD2107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2107_SP_SET: CULVERT
 JD2107_STAMPING: H 280 1963
 JD2107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2107
 JD2107  HISTORY     - Date     Condition        Report By
 JD2107  HISTORY     - 1963     MONUMENTED       CGS
 JD2107
 JD2107                          STATION DESCRIPTION
 JD2107
 JD2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2107'1.8 MI S FROM WARRENSBURG.
 JD2107'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2107'AT WARRENSBURG, IN S 36, R 26 W, T 46 N, ABOUT 0.2 MILE NORTH OF
 JD2107'A GRAVELED ROAD INTERSECTION, SET IN THE TOP OF THE SOUTH END OF
 JD2107'THE WEST CONCRETE HEADWALL OF A 5-FOOT CONCRETE CULVERT, 15 FEET
 JD2107'WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH
 JD2107'END OF THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0507 ***********************************************************************
 JD0507  DESIGNATION -  H 281
 JD0507  PID         -  JD0507
 JD0507  STATE/COUNTY-  MO/COOPER
 JD0507  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0507
 JD0507                         *CURRENT SURVEY CONTROL
 JD0507  ___________________________________________________________________
 JD0507* NAD 83(1986)-  38 56 08.     (N)    092 49 51.     (W)     SCALED    
 JD0507* NAVD 88     -       208.626  (meters)     684.47   (feet)  ADJUSTED  
 JD0507  ___________________________________________________________________
 JD0507  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0507  DYNAMIC HT  -         208.492 (meters)     684.03  (feet)  COMP
 JD0507  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 JD0507
 JD0507  VERT ORDER  -  SECOND    CLASS 0
 JD0507
 JD0507.The horizontal coordinates were scaled from a topographic map and have
 JD0507.an estimated accuracy of +/- 6 seconds.
 JD0507
 JD0507.The orthometric height was determined by differential leveling
 JD0507.and adjusted by the National Geodetic Survey in June 1991..
 JD0507
 JD0507.The geoid height was determined by GEOID03.
 JD0507
 JD0507.The dynamic height is computed by dividing the NAVD 88
 JD0507.geopotential number by the normal gravity value computed on the
 JD0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0507.degrees latitude (g = 980.6199 gals.).
 JD0507
 JD0507.The modeled gravity was interpolated from observed gravity values.
 JD0507
 JD0507;                    North         East    Units  Estimated Accuracy
 JD0507;SPC MO C     -   344,330.      471,320.      MT  (+/- 180 meters Scaled)
 JD0507
 JD0507                          SUPERSEDED SURVEY CONTROL
 JD0507
 JD0507  NGVD 29 (??/??/92)  208.566  (m)          684.27   (f) ADJ UNCH    2 0
 JD0507
 JD0507.Superseded values are not recommended for survey control.
 JD0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0507.See file dsdata.txt to determine how the superseded data were derived.
 JD0507
 JD0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD146096(NAD 83)
 JD0507_MARKER: DB = BENCH MARK DISK
 JD0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0507_SP_SET: CULVERT
 JD0507_STAMPING: H 281 1962
 JD0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0507
 JD0507  HISTORY     - Date     Condition        Report By
 JD0507  HISTORY     - 1962     MONUMENTED       CGS
 JD0507
 JD0507                          STATION DESCRIPTION
 JD0507
 JD0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0507'6.4 MI SW FROM BOONVILLE.
 JD0507'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0507'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 3.7 MILES
 JD0507'SOUTHWEST ALONG STATE HIGHWAY 41, IN THE BOTTOM OF A DRAW, SET
 JD0507'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF
 JD0507'A 6 X 6 FOOT CONCRETE CULVERT, 18 FEET SOUTH OF THE CENTERLINE
 JD0507'OF THE HIGHWAY, 0.6 FOOT WEST OF THE EAST END OF THE HEAD
 JD0507'WALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0726 ***********************************************************************
 JD0726  DESIGNATION -  H 282
 JD0726  PID         -  JD0726
 JD0726  STATE/COUNTY-  MO/SALINE
 JD0726  USGS QUAD   -  HOUSTONIA (1973)
 JD0726
 JD0726                         *CURRENT SURVEY CONTROL
 JD0726  ___________________________________________________________________
 JD0726* NAD 83(1986)-  38 58 21.     (N)    093 18 34.     (W)     SCALED    
 JD0726* NAVD 88     -       199.658  (meters)     655.04   (feet)  ADJUSTED  
 JD0726  ___________________________________________________________________
 JD0726  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0726  DYNAMIC HT  -         199.531 (meters)     654.63  (feet)  COMP
 JD0726  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 JD0726
 JD0726  VERT ORDER  -  SECOND    CLASS 0
 JD0726
 JD0726.The horizontal coordinates were scaled from a topographic map and have
 JD0726.an estimated accuracy of +/- 6 seconds.
 JD0726
 JD0726.The orthometric height was determined by differential leveling
 JD0726.and adjusted by the National Geodetic Survey in June 1991..
 JD0726
 JD0726.The geoid height was determined by GEOID03.
 JD0726
 JD0726.The dynamic height is computed by dividing the NAVD 88
 JD0726.geopotential number by the normal gravity value computed on the
 JD0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0726.degrees latitude (g = 980.6199 gals.).
 JD0726
 JD0726.The modeled gravity was interpolated from observed gravity values.
 JD0726
 JD0726;                    North         East    Units  Estimated Accuracy
 JD0726;SPC MO C     -   348,690.      429,860.      MT  (+/- 180 meters Scaled)
 JD0726
 JD0726                          SUPERSEDED SURVEY CONTROL
 JD0726
 JD0726  NGVD 29 (??/??/92)  199.574  (m)          654.77   (f) ADJ UNCH    2 0
 JD0726
 JD0726.Superseded values are not recommended for survey control.
 JD0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0726.See file dsdata.txt to determine how the superseded data were derived.
 JD0726
 JD0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD731137(NAD 83)
 JD0726_MARKER: DB = BENCH MARK DISK
 JD0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0726_SP_SET: CULVERT
 JD0726_STAMPING: H 282 1962
 JD0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0726
 JD0726  HISTORY     - Date     Condition        Report By
 JD0726  HISTORY     - 1962     MONUMENTED       CGS
 JD0726
 JD0726                          STATION DESCRIPTION
 JD0726
 JD0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0726'6.9 MI NE FROM SWEET SPRINGS.
 JD0726'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0726'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 6.1 MILES
 JD0726'EAST ALONG INTERSTATE 70, IN THE EAST END OF THE SOUTH CONCRETE
 JD0726'HEADWALL OF A 3 SECTION BOX CULVERT, 30 X 10 FEET, 48 FEET
 JD0726'SOUTH OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE, 0.6
 JD0726'FEET WEST OF THE EAST END OF THE CULVERT, AND ABOUT 6 FEET BELOW
 JD0726'THE ROAD, A DISK DRILLED HORIZONTALLY IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1840 ***********************************************************************
 JD1840  DESIGNATION -  H 283
 JD1840  PID         -  JD1840
 JD1840  STATE/COUNTY-  MO/LAFAYETTE
 JD1840  USGS QUAD   -  CONCORDIA (1981)
 JD1840
 JD1840                         *CURRENT SURVEY CONTROL
 JD1840  ___________________________________________________________________
 JD1840* NAD 83(1986)-  38 58 50.     (N)    093 36 51.     (W)     SCALED    
 JD1840* NAVD 88     -       260.204  (meters)     853.69   (feet)  ADJUSTED  
 JD1840  ___________________________________________________________________
 JD1840  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1840  DYNAMIC HT  -         260.036 (meters)     853.13  (feet)  COMP
 JD1840  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 JD1840
 JD1840  VERT ORDER  -  SECOND    CLASS 0
 JD1840
 JD1840.The horizontal coordinates were scaled from a topographic map and have
 JD1840.an estimated accuracy of +/- 6 seconds.
 JD1840
 JD1840.The orthometric height was determined by differential leveling
 JD1840.and adjusted by the National Geodetic Survey in June 1991..
 JD1840
 JD1840.The geoid height was determined by GEOID03.
 JD1840
 JD1840.The dynamic height is computed by dividing the NAVD 88
 JD1840.geopotential number by the normal gravity value computed on the
 JD1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1840.degrees latitude (g = 980.6199 gals.).
 JD1840
 JD1840.The modeled gravity was interpolated from observed gravity values.
 JD1840
 JD1840;                    North         East    Units  Estimated Accuracy
 JD1840;SPC MO W     -   312,660.      926,750.      MT  (+/- 180 meters Scaled)
 JD1840
 JD1840                          SUPERSEDED SURVEY CONTROL
 JD1840
 JD1840  NGVD 29 (??/??/92)  260.114  (m)          853.39   (f) ADJ UNCH    2 0
 JD1840
 JD1840.Superseded values are not recommended for survey control.
 JD1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1840.See file dsdata.txt to determine how the superseded data were derived.
 JD1840
 JD1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD468147(NAD 83)
 JD1840_MARKER: DB = BENCH MARK DISK
 JD1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1840_STAMPING: H 283 1962
 JD1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1840+STABILITY: SURFACE MOTION
 JD1840
 JD1840  HISTORY     - Date     Condition        Report By
 JD1840  HISTORY     - 1962     MONUMENTED       CGS
 JD1840
 JD1840                          STATION DESCRIPTION
 JD1840
 JD1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1840'2.6 MI W FROM CONCORDIA.
 JD1840'ABOUT 2.55 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD
 JD1840'FROM THE STATION AT CONCORDIA, NEAR THE THIRD POLE WEST OF
 JD1840'MILEPOLE 222-10, 33 FEE NORTH OF THE NORTH RAIL, 17 FEET
 JD1840'NORTH OF THE CENTERLINE OF A PRIVATE ROAD, 2 FEET WEST OF A
 JD1840'TELEPHONE POLE, 1.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 JD1840'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1840'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0520 ***********************************************************************
 KD0520  DESIGNATION -  H 284
 KD0520  PID         -  KD0520
 KD0520  STATE/COUNTY-  MO/SALINE
 KD0520  USGS QUAD   -  SHACKLEFORD (1979)
 KD0520
 KD0520                         *CURRENT SURVEY CONTROL
 KD0520  ___________________________________________________________________
 KD0520* NAD 83(1986)-  39 04 10.     (N)    093 21 32.     (W)     SCALED    
 KD0520* NAVD 88     -       243.638  (meters)     799.34   (feet)  ADJUSTED  
 KD0520  ___________________________________________________________________
 KD0520  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD0520  DYNAMIC HT  -         243.485 (meters)     798.83  (feet)  COMP
 KD0520  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 KD0520
 KD0520  VERT ORDER  -  SECOND    CLASS 0
 KD0520
 KD0520.The horizontal coordinates were scaled from a topographic map and have
 KD0520.an estimated accuracy of +/- 6 seconds.
 KD0520
 KD0520.The orthometric height was determined by differential leveling
 KD0520.and adjusted by the National Geodetic Survey in June 1991..
 KD0520
 KD0520.The geoid height was determined by GEOID03.
 KD0520
 KD0520.The dynamic height is computed by dividing the NAVD 88
 KD0520.geopotential number by the normal gravity value computed on the
 KD0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0520.degrees latitude (g = 980.6199 gals.).
 KD0520
 KD0520.The modeled gravity was interpolated from observed gravity values.
 KD0520
 KD0520;                    North         East    Units  Estimated Accuracy
 KD0520;SPC MO C     -   359,490.      425,680.      MT  (+/- 180 meters Scaled)
 KD0520
 KD0520                          SUPERSEDED SURVEY CONTROL
 KD0520
 KD0520  NGVD 29 (??/??/92)  243.556  (m)          799.07   (f) ADJ UNCH    2 0
 KD0520
 KD0520.Superseded values are not recommended for survey control.
 KD0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0520.See file dsdata.txt to determine how the superseded data were derived.
 KD0520
 KD0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD689245(NAD 83)
 KD0520_MARKER: DB = BENCH MARK DISK
 KD0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0520_STAMPING: H 284 1962
 KD0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0520+STABILITY: SURFACE MOTION
 KD0520
 KD0520  HISTORY     - Date     Condition        Report By
 KD0520  HISTORY     - 1962     MONUMENTED       CGS
 KD0520  HISTORY     - 1963     GOOD             NGS
 KD0520
 KD0520                          STATION DESCRIPTION
 KD0520
 KD0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0520'10.9 MI NE FROM SWEET SPRINGS.
 KD0520'ABOUT 7.5 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 KD0520'HIGHWAY 127 AND INTERSTATE HIGHWAY 70 AT SWEET SPRINGS, THENCE 1.3
 KD0520'MILE EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A
 KD0520'GRAVELED ROAD, THENCE 1.85 MILE EAST ALONG A GRAVELED ROAD, ALSO
 KD0520'ABOUT 0.05 MILE EAST OF A ROAD INTERSECTION, 20 FEET NORTH OF
 KD0520'THE CENTERLINE OF THE ROAD, 13 FEET SOUTH OF A POWER POLE, 1.5 FEET
 KD0520'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK IN THE
 KD0520'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0552 ***********************************************************************
 KD0552  DESIGNATION -  H 285
 KD0552  PID         -  KD0552
 KD0552  STATE/COUNTY-  MO/SALINE
 KD0552  USGS QUAD   -  BLACKBURN (1978)
 KD0552
 KD0552                         *CURRENT SURVEY CONTROL
 KD0552  ___________________________________________________________________
 KD0552* NAD 83(1986)-  39 03 55.     (N)    093 26 42.     (W)     SCALED    
 KD0552* NAVD 88     -       235.025  (meters)     771.08   (feet)  ADJUSTED  
 KD0552  ___________________________________________________________________
 KD0552  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0552  DYNAMIC HT  -         234.876 (meters)     770.59  (feet)  COMP
 KD0552  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 KD0552
 KD0552  VERT ORDER  -  SECOND    CLASS 0
 KD0552
 KD0552.The horizontal coordinates were scaled from a topographic map and have
 KD0552.an estimated accuracy of +/- 6 seconds.
 KD0552
 KD0552.The orthometric height was determined by differential leveling
 KD0552.and adjusted by the National Geodetic Survey in June 1991..
 KD0552
 KD0552.The geoid height was determined by GEOID03.
 KD0552
 KD0552.The dynamic height is computed by dividing the NAVD 88
 KD0552.geopotential number by the normal gravity value computed on the
 KD0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0552.degrees latitude (g = 980.6199 gals.).
 KD0552
 KD0552.The modeled gravity was interpolated from observed gravity values.
 KD0552
 KD0552;                    North         East    Units  Estimated Accuracy
 KD0552;SPC MO C     -   359,100.      418,220.      MT  (+/- 180 meters Scaled)
 KD0552
 KD0552                          SUPERSEDED SURVEY CONTROL
 KD0552
 KD0552  NGVD 29 (??/??/92)  234.938  (m)          770.79   (f) ADJ UNCH    2 0
 KD0552
 KD0552.Superseded values are not recommended for survey control.
 KD0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0552.See file dsdata.txt to determine how the superseded data were derived.
 KD0552
 KD0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD615241(NAD 83)
 KD0552_MARKER: DB = BENCH MARK DISK
 KD0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0552_STAMPING: H 285 1962
 KD0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0552+STABILITY: SURFACE MOTION
 KD0552
 KD0552  HISTORY     - Date     Condition        Report By
 KD0552  HISTORY     - 1962     MONUMENTED       CGS
 KD0552
 KD0552                          STATION DESCRIPTION
 KD0552
 KD0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0552'9.2 MI NW FROM SWEET SPRINGS.
 KD0552'ABOUT 7.5 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0552'SCHOOL AT SWEET SPRINGS, THENCE 1.7 MILES WEST ALONG COUNTY
 KD0552'ROAD W, 0.05 MILE WEST OF A PRIVATE ROAD LEADING SOUTH TO A FARM
 KD0552'HOME, AT A T FENCE JUNCTION, 31 FEET NORTH OF THE CENTERLINE OF
 KD0552'THE COUNTY ROAD, 2.5 FEET SOUTH OF THE T FENCE JUNCTION, 1.5 FEET
 KD0552'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 KD0552'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0537 ***********************************************************************
 KD0537  DESIGNATION -  H 286
 KD0537  PID         -  KD0537
 KD0537  STATE/COUNTY-  MO/LAFAYETTE
 KD0537  USGS QUAD   -  GRAND PASS (1978)
 KD0537
 KD0537                         *CURRENT SURVEY CONTROL
 KD0537  ___________________________________________________________________
 KD0537* NAD 83(1986)-  39 08 07.     (N)    093 29 11.     (W)     SCALED    
 KD0537* NAVD 88     -       222.565  (meters)     730.20   (feet)  ADJUSTED  
 KD0537  ___________________________________________________________________
 KD0537  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0537  DYNAMIC HT  -         222.426 (meters)     729.74  (feet)  COMP
 KD0537  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 KD0537
 KD0537  VERT ORDER  -  SECOND    CLASS 0
 KD0537
 KD0537.The horizontal coordinates were scaled from a topographic map and have
 KD0537.an estimated accuracy of +/- 6 seconds.
 KD0537
 KD0537.The orthometric height was determined by differential leveling
 KD0537.and adjusted by the National Geodetic Survey in June 1991..
 KD0537
 KD0537.The geoid height was determined by GEOID03.
 KD0537
 KD0537.The dynamic height is computed by dividing the NAVD 88
 KD0537.geopotential number by the normal gravity value computed on the
 KD0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0537.degrees latitude (g = 980.6199 gals.).
 KD0537
 KD0537.The modeled gravity was interpolated from observed gravity values.
 KD0537
 KD0537;                    North         East    Units  Estimated Accuracy
 KD0537;SPC MO W     -   329,960.      937,630.      MT  (+/- 180 meters Scaled)
 KD0537
 KD0537                          SUPERSEDED SURVEY CONTROL
 KD0537
 KD0537  NGVD 29 (??/??/92)  222.463  (m)          729.86   (f) ADJ UNCH    2 0
 KD0537
 KD0537.Superseded values are not recommended for survey control.
 KD0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0537.See file dsdata.txt to determine how the superseded data were derived.
 KD0537
 KD0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD579319(NAD 83)
 KD0537_MARKER: DB = BENCH MARK DISK
 KD0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0537_STAMPING: H 286 1962
 KD0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0537+STABILITY: SURFACE MOTION
 KD0537
 KD0537  HISTORY     - Date     Condition        Report By
 KD0537  HISTORY     - 1962     MONUMENTED       CGS
 KD0537  HISTORY     - 20050308 MARK NOT FOUND   MODNR
 KD0537
 KD0537                          STATION DESCRIPTION
 KD0537
 KD0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0537'2.5 MI N FROM BLACKBURN.
 KD0537'ABOUT 0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 KD0537'BLACKBURN, THENCE 0.25 MILE WEST ALONG COUNTY ROAD, THENCE 1.45
 KD0537'MILES NORTH ALONG COUNTY ROAD, NEAR THE CREST OF A HILL, AT A
 KD0537'WOODEN GATE, IN THE FENCELINE, 29.3 FEET WEST OF THE CENTERLINE
 KD0537'OF THE ROAD, 11 FEET SOUTH OF THE CENTER OF THE WOODEN GATE, 1.9
 KD0537'FEET WEST OF A TELEPHONE POLE, 1.2 FEET NORTH OF A WITNESS POST,
 KD0537'ABOUT 1 FOOT ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KD0537'POST PROJECTING 0.5 FOOT.
 KD0537
 KD0537                          STATION RECOVERY (2005)
 KD0537
 KD0537'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0704 ***********************************************************************
 KD0704  DESIGNATION -  H 287
 KD0704  PID         -  KD0704
 KD0704  STATE/COUNTY-  MO/LAFAYETTE
 KD0704  USGS QUAD   -  DOVER (1978)
 KD0704
 KD0704                         *CURRENT SURVEY CONTROL
 KD0704  ___________________________________________________________________
 KD0704* NAD 83(1986)-  39 11 36.     (N)    093 37 34.     (W)     SCALED    
 KD0704* NAVD 88     -       264.636  (meters)     868.23   (feet)  ADJUSTED  
 KD0704  ___________________________________________________________________
 KD0704  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0704  DYNAMIC HT  -         264.471 (meters)     867.69  (feet)  COMP
 KD0704  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 KD0704
 KD0704  VERT ORDER  -  SECOND    CLASS 0
 KD0704
 KD0704.The horizontal coordinates were scaled from a topographic map and have
 KD0704.an estimated accuracy of +/- 6 seconds.
 KD0704
 KD0704.The orthometric height was determined by differential leveling
 KD0704.and adjusted by the National Geodetic Survey in June 1991..
 KD0704
 KD0704.The geoid height was determined by GEOID03.
 KD0704
 KD0704.The dynamic height is computed by dividing the NAVD 88
 KD0704.geopotential number by the normal gravity value computed on the
 KD0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0704.degrees latitude (g = 980.6199 gals.).
 KD0704
 KD0704.The modeled gravity was interpolated from observed gravity values.
 KD0704
 KD0704;                    North         East    Units  Estimated Accuracy
 KD0704;SPC MO W     -   336,280.      925,490.      MT  (+/- 180 meters Scaled)
 KD0704
 KD0704                          SUPERSEDED SURVEY CONTROL
 KD0704
 KD0704  NGVD 29 (??/??/92)  264.523  (m)          867.86   (f) ADJ UNCH    2 0
 KD0704
 KD0704.Superseded values are not recommended for survey control.
 KD0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0704.See file dsdata.txt to determine how the superseded data were derived.
 KD0704
 KD0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD459384(NAD 83)
 KD0704_MARKER: DB = BENCH MARK DISK
 KD0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0704_STAMPING: H 287 1962
 KD0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0704+STABILITY: SURFACE MOTION
 KD0704
 KD0704  HISTORY     - Date     Condition        Report By
 KD0704  HISTORY     - 1962     MONUMENTED       CGS
 KD0704
 KD0704                          STATION DESCRIPTION
 KD0704
 KD0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0704'3.5 MI S FROM HODGE.
 KD0704'2.7 MILES SOUTHWEST ALONG ASPHALT COUNTY ROAD NO. N FROM THE
 KD0704'GENERAL STORE AND POST OFFICE AT HODGE, THENCE 0.8 MILE SOUTHEAST
 KD0704'ALONG U.S. HIGHWAY 24, 56.5 FEET SOUTHEAST OF THE CENTER OF THE
 KD0704'JUNCTION OF A COUNTY ROAD LEADING SOUTH, 39.4 FEET SOUTH OF THE
 KD0704'CENTERLINE OF THE HIGHWAY, 36.8 FEET EAST OF THE CENTERLINE
 KD0704'OF THE ROAD LEADING SOUTH, 1.6 FEET EAST OF A TELEPHONE POLE
 KD0704'BRACED BY A GUY WIRE, 1.4 FEET WEST OF A WITNESS POST, ABOUT
 KD0704'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 KD0704'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0804 ***********************************************************************
 KD0804  DESIGNATION -  H 288
 KD0804  PID         -  KD0804
 KD0804  STATE/COUNTY-  MO/LAFAYETTE
 KD0804  USGS QUAD   -  ODESSA NORTH (1978)
 KD0804
 KD0804                         *CURRENT SURVEY CONTROL
 KD0804  ___________________________________________________________________
 KD0804* NAD 83(1986)-  39 04 26.     (N)    093 58 52.     (W)     SCALED    
 KD0804* NAVD 88     -       254.667  (meters)     835.52   (feet)  ADJUSTED  
 KD0804  ___________________________________________________________________
 KD0804  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0804  DYNAMIC HT  -         254.505 (meters)     834.99  (feet)  COMP
 KD0804  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 KD0804
 KD0804  VERT ORDER  -  SECOND    CLASS 0
 KD0804
 KD0804.The horizontal coordinates were scaled from a topographic map and have
 KD0804.an estimated accuracy of +/- 6 seconds.
 KD0804
 KD0804.The orthometric height was determined by differential leveling
 KD0804.and adjusted by the National Geodetic Survey in June 1991..
 KD0804
 KD0804.The geoid height was determined by GEOID03.
 KD0804
 KD0804.The dynamic height is computed by dividing the NAVD 88
 KD0804.geopotential number by the normal gravity value computed on the
 KD0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0804.degrees latitude (g = 980.6199 gals.).
 KD0804
 KD0804.The modeled gravity was interpolated from observed gravity values.
 KD0804
 KD0804;                    North         East    Units  Estimated Accuracy
 KD0804;SPC MO W     -   322,780.      894,900.      MT  (+/- 180 meters Scaled)
 KD0804
 KD0804                          SUPERSEDED SURVEY CONTROL
 KD0804
 KD0804  NGVD 29 (??/??/92)  254.565  (m)          835.19   (f) ADJ UNCH    2 0
 KD0804
 KD0804.Superseded values are not recommended for survey control.
 KD0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0804.See file dsdata.txt to determine how the superseded data were derived.
 KD0804
 KD0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD151254(NAD 83)
 KD0804_MARKER: DB = BENCH MARK DISK
 KD0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0804_STAMPING: H 288 1962
 KD0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0804+STABILITY: SURFACE MOTION
 KD0804
 KD0804  HISTORY     - Date     Condition        Report By
 KD0804  HISTORY     - 1962     MONUMENTED       CGS
 KD0804  HISTORY     - 20050419 MARK NOT FOUND   MODNR
 KD0804
 KD0804                          STATION DESCRIPTION
 KD0804
 KD0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0804'4.2 MI S FROM WELLINGTON.
 KD0804'4.25 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE HIGH SCHOOL
 KD0804'AT WELLINGTON, 103 FEET NORTHWEST OF THE CENTER OF THE
 KD0804'INTERSECTION OF COUNTY ROAD FF, 88 FEET WEST OF THE CENTERLINE
 KD0804'OF THE HIGHWAY, 34.8 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 KD0804'ROAD, 11 FEET EAST OF A TELEPHONE POLE BRACED BY A GUY WIRE,
 KD0804'1.7 FEET EAST OF A CORNER FENCE POST, 1.5 FEET SOUTHWEST OF A
 KD0804'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 KD0804'OF A CONCRETE POST PROJECTING 0.5 FOOT.
 KD0804
 KD0804                          STATION RECOVERY (2005)
 KD0804
 KD0804'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0230 ***********************************************************************
 KD0230  DESIGNATION -  H 289
 KD0230  PID         -  KD0230
 KD0230  STATE/COUNTY-  MO/COOPER
 KD0230  USGS QUAD   -  ARROW ROCK (1971)
 KD0230
 KD0230                         *CURRENT SURVEY CONTROL
 KD0230  ___________________________________________________________________
 KD0230* NAD 83(1986)-  39 00 37.     (N)    092 58 24.     (W)     SCALED    
 KD0230* NAVD 88     -       227.416  (meters)     746.11   (feet)  ADJUSTED  
 KD0230  ___________________________________________________________________
 KD0230  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0230  DYNAMIC HT  -         227.274 (meters)     745.65  (feet)  COMP
 KD0230  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 KD0230
 KD0230  VERT ORDER  -  SECOND    CLASS 0
 KD0230
 KD0230.The horizontal coordinates were scaled from a topographic map and have
 KD0230.an estimated accuracy of +/- 6 seconds.
 KD0230
 KD0230.The orthometric height was determined by differential leveling
 KD0230.and adjusted by the National Geodetic Survey in June 1991..
 KD0230
 KD0230.The geoid height was determined by GEOID03.
 KD0230
 KD0230.The dynamic height is computed by dividing the NAVD 88
 KD0230.geopotential number by the normal gravity value computed on the
 KD0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0230.degrees latitude (g = 980.6199 gals.).
 KD0230
 KD0230.The modeled gravity was interpolated from observed gravity values.
 KD0230
 KD0230;                    North         East    Units  Estimated Accuracy
 KD0230;SPC MO C     -   352,680.      459,010.      MT  (+/- 180 meters Scaled)
 KD0230
 KD0230                          SUPERSEDED SURVEY CONTROL
 KD0230
 KD0230  NGVD 29 (??/??/92)  227.345  (m)          745.88   (f) ADJ UNCH    2 0
 KD0230
 KD0230.Superseded values are not recommended for survey control.
 KD0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0230.See file dsdata.txt to determine how the superseded data were derived.
 KD0230
 KD0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD023179(NAD 83)
 KD0230_MARKER: DB = BENCH MARK DISK
 KD0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0230_STAMPING: H 289 1962
 KD0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0230+STABILITY: SURFACE MOTION
 KD0230
 KD0230  HISTORY     - Date     Condition        Report By
 KD0230  HISTORY     - 1962     MONUMENTED       CGS
 KD0230  HISTORY     - 1967     GOOD             NGS
 KD0230
 KD0230                          STATION DESCRIPTION
 KD0230
 KD0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0230'3 MI NE FROM BLACKWATER.
 KD0230'ABOUT 1.2 MILES NORTHEAST ALONG COUNTY ROAD K FROM THE RAILROAD
 KD0230'STATION AT BLACKWATER, THENCE 1.6 MILES NORTH ALONG A COUNTY
 KD0230'ROAD, THENCE 0.2 MILE EAST ALONG A COUNTY ROAD, AT A WOODEN
 KD0230'GATE AND TRACK ROAD LEADING TO AN ABANDONED FARM HOUSE, AT THE
 KD0230'CREST OF A HILL, 66 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 KD0230'HOUSE, 20 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 KD0230'10.8 FEET EAST OF THE CENTER OF THE GATE, 1.4 FEET SOUTH OF A
 KD0230'FENCE, 1.7 FEET WEST OF A WITNESS POST, ABOUT 2 FEET ABOVE THE
 KD0230'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 KD0230
 KD0230                          STATION RECOVERY (1967)
 KD0230
 KD0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1209 ***********************************************************************
 JD1209  DESIGNATION -  H 290
 JD1209  PID         -  JD1209
 JD1209  STATE/COUNTY-  MO/PETTIS
 JD1209  USGS QUAD   -  SWEET SPRINGS (1973)
 JD1209
 JD1209                         *CURRENT SURVEY CONTROL
 JD1209  ___________________________________________________________________
 JD1209* NAD 83(1986)-  38 55 01.     (N)    093 25 21.     (W)     SCALED    
 JD1209* NAVD 88     -       202.292  (meters)     663.69   (feet)  ADJUSTED  
 JD1209  ___________________________________________________________________
 JD1209  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1209  DYNAMIC HT  -         202.160 (meters)     663.25  (feet)  COMP
 JD1209  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 JD1209
 JD1209  VERT ORDER  -  SECOND    CLASS 0
 JD1209
 JD1209.The horizontal coordinates were scaled from a topographic map and have
 JD1209.an estimated accuracy of +/- 6 seconds.
 JD1209
 JD1209.The orthometric height was determined by differential leveling
 JD1209.and adjusted by the National Geodetic Survey in June 1991..
 JD1209
 JD1209.The geoid height was determined by GEOID03.
 JD1209
 JD1209.The dynamic height is computed by dividing the NAVD 88
 JD1209.geopotential number by the normal gravity value computed on the
 JD1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1209.degrees latitude (g = 980.6199 gals.).
 JD1209
 JD1209.The modeled gravity was interpolated from observed gravity values.
 JD1209
 JD1209;                    North         East    Units  Estimated Accuracy
 JD1209;SPC MO C     -   342,620.      420,000.      MT  (+/- 180 meters Scaled)
 JD1209
 JD1209                          SUPERSEDED SURVEY CONTROL
 JD1209
 JD1209  NGVD 29 (??/??/92)  202.203  (m)          663.39   (f) ADJ UNCH    2 0
 JD1209
 JD1209.Superseded values are not recommended for survey control.
 JD1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1209.See file dsdata.txt to determine how the superseded data were derived.
 JD1209
 JD1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD633076(NAD 83)
 JD1209_MARKER: DB = BENCH MARK DISK
 JD1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1209_STAMPING: H 290 1962
 JD1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1209+STABILITY: SURFACE MOTION
 JD1209
 JD1209  HISTORY     - Date     Condition        Report By
 JD1209  HISTORY     - 1962     MONUMENTED       CGS
 JD1209  HISTORY     - 1963     GOOD             NGS
 JD1209
 JD1209                          STATION DESCRIPTION
 JD1209
 JD1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1209'4.8 MI S FROM SWEET SPRINGS.
 JD1209'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE RAILROAD
 JD1209'STATION AT SWEET SPRINGS, THENCE 3.95 MILES SOUTH ALONG STATE
 JD1209'HIGHWAY 127, THENCE 0.65 MILE EAST-SOUTHEAST ALONG A COUNTY ROAD,
 JD1209'AT THE NORTHEAST CORNER OF A CEMETERY, 30 FEET SOUTHWEST OF THE
 JD1209'CENTERLINE OF THE ROAD, 10 FEET WEST OF THE NORTHEAST CORNER
 JD1209'OF THE CEMETERY FENCE, 1.3 FEET NORTHEAST OF A CYCLONE FENCE,
 JD1209'1.4 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JD1209'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1151 ***********************************************************************
 JD1151  DESIGNATION -  H 291
 JD1151  PID         -  JD1151
 JD1151  STATE/COUNTY-  MO/PETTIS
 JD1151  USGS QUAD   -  HUGHESVILLE (1973)
 JD1151
 JD1151                         *CURRENT SURVEY CONTROL
 JD1151  ___________________________________________________________________
 JD1151* NAD 83(1986)-  38 51 26.     (N)    093 17 49.     (W)     SCALED    
 JD1151* NAVD 88     -       247.170  (meters)     810.92   (feet)  ADJUSTED  
 JD1151  ___________________________________________________________________
 JD1151  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1151  DYNAMIC HT  -         247.009 (meters)     810.40  (feet)  COMP
 JD1151  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 JD1151
 JD1151  VERT ORDER  -  SECOND    CLASS 0
 JD1151
 JD1151.The horizontal coordinates were scaled from a topographic map and have
 JD1151.an estimated accuracy of +/- 6 seconds.
 JD1151
 JD1151.The orthometric height was determined by differential leveling
 JD1151.and adjusted by the National Geodetic Survey in June 1991..
 JD1151
 JD1151.The geoid height was determined by GEOID03.
 JD1151
 JD1151.The dynamic height is computed by dividing the NAVD 88
 JD1151.geopotential number by the normal gravity value computed on the
 JD1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1151.degrees latitude (g = 980.6199 gals.).
 JD1151
 JD1151.The modeled gravity was interpolated from observed gravity values.
 JD1151
 JD1151;                    North         East    Units  Estimated Accuracy
 JD1151;SPC MO C     -   335,880.      430,830.      MT  (+/- 180 meters Scaled)
 JD1151
 JD1151                          SUPERSEDED SURVEY CONTROL
 JD1151
 JD1151  NGVD 29 (??/??/92)  247.081  (m)          810.63   (f) ADJ UNCH    2 0
 JD1151
 JD1151.Superseded values are not recommended for survey control.
 JD1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1151.See file dsdata.txt to determine how the superseded data were derived.
 JD1151
 JD1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD742009(NAD 83)
 JD1151_MARKER: DB = BENCH MARK DISK
 JD1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1151_STAMPING: H 291 1963
 JD1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1151+STABILITY: SURFACE MOTION
 JD1151
 JD1151  HISTORY     - Date     Condition        Report By
 JD1151  HISTORY     - 1963     MONUMENTED       CGS
 JD1151
 JD1151                          STATION DESCRIPTION
 JD1151
 JD1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1151'15.4 MI NW FROM SEDALIA.
 JD1151'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1151'STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S. HIGHWAY
 JD1151'65, THENCE 5.2 MILES SOUTHWEST ALONG HIGHWAY D, ON THE OUTSIDE
 JD1151'OF A SHARP CURVE AND 115 FEET NORTHEAST OF THE CENTERLINE OF THE
 JD1151'HIGHWAY, 35 FEET WEST OF THE CENTERLINE OF A COUNTY ROAD, 35
 JD1151'FEET SOUTH OF THE CENTERLINE OF A COUNTY ROAD, 2.1 FEET SOUTHWEST
 JD1151'OF A POWER POLE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 JD1151'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1151'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0539 ***********************************************************************
 JD0539  DESIGNATION -  H 292
 JD0539  PID         -  JD0539
 JD0539  STATE/COUNTY-  MO/COOPER
 JD0539  USGS QUAD   -  TIPTON (1979)
 JD0539
 JD0539                         *CURRENT SURVEY CONTROL
 JD0539  ___________________________________________________________________
 JD0539* NAD 83(1986)-  38 43 10.     (N)    092 51 10.     (W)     SCALED    
 JD0539* NAVD 88     -       253.290  (meters)     831.00   (feet)  ADJUSTED  
 JD0539  ___________________________________________________________________
 JD0539  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0539  DYNAMIC HT  -         253.119 (meters)     830.44  (feet)  COMP
 JD0539  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 JD0539
 JD0539  VERT ORDER  -  SECOND    CLASS 0
 JD0539
 JD0539.The horizontal coordinates were scaled from a topographic map and have
 JD0539.an estimated accuracy of +/- 6 seconds.
 JD0539
 JD0539.The orthometric height was determined by differential leveling
 JD0539.and adjusted by the National Geodetic Survey in June 1991..
 JD0539
 JD0539.The geoid height was determined by GEOID03.
 JD0539
 JD0539.The dynamic height is computed by dividing the NAVD 88
 JD0539.geopotential number by the normal gravity value computed on the
 JD0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0539.degrees latitude (g = 980.6199 gals.).
 JD0539
 JD0539.The modeled gravity was interpolated from observed gravity values.
 JD0539
 JD0539;                    North         East    Units  Estimated Accuracy
 JD0539;SPC MO C     -   320,350.      469,320.      MT  (+/- 180 meters Scaled)
 JD0539
 JD0539                          SUPERSEDED SURVEY CONTROL
 JD0539
 JD0539  NGVD 29 (??/??/92)  253.195  (m)          830.69   (f) ADJ UNCH    2 0
 JD0539
 JD0539.Superseded values are not recommended for survey control.
 JD0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0539.See file dsdata.txt to determine how the superseded data were derived.
 JD0539
 JD0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC127856(NAD 83)
 JD0539_MARKER: DB = BENCH MARK DISK
 JD0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0539_SP_SET: CULVERT
 JD0539_STAMPING: H 292 1963
 JD0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0539
 JD0539  HISTORY     - Date     Condition        Report By
 JD0539  HISTORY     - 1963     MONUMENTED       CGS
 JD0539  HISTORY     - 20050407 GOOD             GEOCAC
 JD0539
 JD0539                          STATION DESCRIPTION
 JD0539
 JD0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0539'4.4 MI NE FROM SYRACUSE.
 JD0539'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0539'STATION AT SYRACUSE, THENCE 3.55 MILES NORTH ALONG STATE HIGHWAY 5,
 JD0539'17.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP
 JD0539'OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF AN 8 X 10 FOOT
 JD0539'CONCRETE CULVERT UNDER THE HIGHWAY, 0.7 FOOT SOUTH OF THE NORTH
 JD0539'EDGE OF THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 JD0539
 JD0539                          STATION RECOVERY (2005)
 JD0539
 JD0539'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JD0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0758 ***********************************************************************
 KD0758  DESIGNATION -  H 293
 KD0758  PID         -  KD0758
 KD0758  STATE/COUNTY-  MO/LAFAYETTE
 KD0758  USGS QUAD   -  ODESSA NORTH (1978)
 KD0758
 KD0758                         *CURRENT SURVEY CONTROL
 KD0758  ___________________________________________________________________
 KD0758* NAD 83(1986)-  39 00 20.     (N)    093 54 04.     (W)     SCALED    
 KD0758* NAVD 88     -       276.187  (meters)     906.12   (feet)  ADJUSTED  
 KD0758  ___________________________________________________________________
 KD0758  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0758  DYNAMIC HT  -         276.009 (meters)     905.54  (feet)  COMP
 KD0758  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 KD0758
 KD0758  VERT ORDER  -  SECOND    CLASS 0
 KD0758
 KD0758.The horizontal coordinates were scaled from a topographic map and have
 KD0758.an estimated accuracy of +/- 6 seconds.
 KD0758
 KD0758.The orthometric height was determined by differential leveling
 KD0758.and adjusted by the National Geodetic Survey in June 1991..
 KD0758
 KD0758.The geoid height was determined by GEOID03.
 KD0758
 KD0758.The dynamic height is computed by dividing the NAVD 88
 KD0758.geopotential number by the normal gravity value computed on the
 KD0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0758.degrees latitude (g = 980.6199 gals.).
 KD0758
 KD0758.The modeled gravity was interpolated from observed gravity values.
 KD0758
 KD0758;                    North         East    Units  Estimated Accuracy
 KD0758;SPC MO W     -   315,240.      901,870.      MT  (+/- 180 meters Scaled)
 KD0758
 KD0758                          SUPERSEDED SURVEY CONTROL
 KD0758
 KD0758  NGVD 29 (??/??/92)  276.089  (m)          905.80   (f) ADJ UNCH    2 0
 KD0758
 KD0758.Superseded values are not recommended for survey control.
 KD0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0758.See file dsdata.txt to determine how the superseded data were derived.
 KD0758
 KD0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD219177(NAD 83)
 KD0758_MARKER: DB = BENCH MARK DISK
 KD0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0758_STAMPING: H 293 1962
 KD0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0758+STABILITY: SURFACE MOTION
 KD0758
 KD0758  HISTORY     - Date     Condition        Report By
 KD0758  HISTORY     - 1962     MONUMENTED       CGS
 KD0758  HISTORY     - 1963     GOOD             NGS
 KD0758  HISTORY     - 20060902 MARK NOT FOUND   GEOCAC
 KD0758
 KD0758                          STATION DESCRIPTION
 KD0758
 KD0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0758'3.4 MIE FROM ODESSA.
 KD0758'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0758'AT ODESSA, THENCE 2.7 MILES EAST ALONG INTERSTATE HIGHWAY 70,
 KD0758'NEAR THE TOP OF A HILL, 141 FEET NORTH OF THE CENTERLINE OF THE
 KD0758'WESTBOUND TRAFFIC LANE OF THE HIGHWAY, 31 FEET NORTH OF THE
 KD0758'CENTERLINE OF AN ACCESS ROAD, UNDER A POWER LINE AND 2 FEET
 KD0758'EAST OF A POWER POLE, 2 FEET SOUTH OF A FENCE, 1.5 FEET WEST
 KD0758'OF A WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KD0758'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 KD0758
 KD0758                          STATION RECOVERY (2006)
 KD0758
 KD0758'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0758'UNABLE TO IDENTIFY THE CORRECT LOCATION FROM THE DESCRIPTION PROVIDED.
 KD0758' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0770 ***********************************************************************
 KD0770  DESIGNATION -  H 294
 KD0770  PID         -  KD0770
 KD0770  STATE/COUNTY-  MO/LAFAYETTE
 KD0770  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0770
 KD0770                         *CURRENT SURVEY CONTROL
 KD0770  ___________________________________________________________________
 KD0770* NAD 83(1986)-  39 02 37.     (N)    093 44 00.     (W)     SCALED    
 KD0770* NAVD 88     -       252.060  (meters)     826.97   (feet)  ADJUSTED  
 KD0770  ___________________________________________________________________
 KD0770  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD0770  DYNAMIC HT  -         251.899 (meters)     826.44  (feet)  COMP
 KD0770  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 KD0770
 KD0770  VERT ORDER  -  SECOND    CLASS 0
 KD0770
 KD0770.The horizontal coordinates were scaled from a topographic map and have
 KD0770.an estimated accuracy of +/- 6 seconds.
 KD0770
 KD0770.The orthometric height was determined by differential leveling
 KD0770.and adjusted by the National Geodetic Survey in June 1991..
 KD0770
 KD0770.The geoid height was determined by GEOID03.
 KD0770
 KD0770.The dynamic height is computed by dividing the NAVD 88
 KD0770.geopotential number by the normal gravity value computed on the
 KD0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0770.degrees latitude (g = 980.6199 gals.).
 KD0770
 KD0770.The modeled gravity was interpolated from observed gravity values.
 KD0770
 KD0770;                    North         East    Units  Estimated Accuracy
 KD0770;SPC MO W     -   319,570.      916,370.      MT  (+/- 180 meters Scaled)
 KD0770
 KD0770                          SUPERSEDED SURVEY CONTROL
 KD0770
 KD0770  NGVD 29 (??/??/92)  251.969  (m)          826.67   (f) ADJ UNCH    2 0
 KD0770
 KD0770.Superseded values are not recommended for survey control.
 KD0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0770.See file dsdata.txt to determine how the superseded data were derived.
 KD0770
 KD0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD365218(NAD 83)
 KD0770_MARKER: DB = BENCH MARK DISK
 KD0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0770_STAMPING: H 294 1962
 KD0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0770+STABILITY: SURFACE MOTION
 KD0770
 KD0770  HISTORY     - Date     Condition        Report By
 KD0770  HISTORY     - 1962     MONUMENTED       CGS
 KD0770  HISTORY     - 1963     GOOD             NGS
 KD0770
 KD0770                          STATION DESCRIPTION
 KD0770
 KD0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0770'2.5 MI S FROM HIGGINSVILLE.
 KD0770'2.5 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE COURT HOUSE AT
 KD0770'HIGGINSVILLE, AT THE JUNCTION WITH A TRAIL ROAD EAST, AT A
 KD0770'FENCE CORNER, 31 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 KD0770'29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTH
 KD0770'OF THE CENTER OF THE TRAIL ROAD, 2.5 FEET NORTHWEST OF A FENCE
 KD0770'CORNER, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER
 KD0770'THAN THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 KD0770'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2007 ***********************************************************************
 JD2007  DESIGNATION -  H 295
 JD2007  PID         -  JD2007
 JD2007  STATE/COUNTY-  MO/LAFAYETTE
 JD2007  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2007
 JD2007                         *CURRENT SURVEY CONTROL
 JD2007  ___________________________________________________________________
 JD2007* NAD 83(1986)-  38 55 02.     (N)    093 53 14.     (W)     SCALED    
 JD2007* NAVD 88     -       273.865  (meters)     898.51   (feet)  ADJUSTED  
 JD2007  ___________________________________________________________________
 JD2007  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2007  DYNAMIC HT  -         273.685 (meters)     897.91  (feet)  COMP
 JD2007  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 JD2007
 JD2007  VERT ORDER  -  SECOND    CLASS 0
 JD2007
 JD2007.The horizontal coordinates were scaled from a topographic map and have
 JD2007.an estimated accuracy of +/- 6 seconds.
 JD2007
 JD2007.The orthometric height was determined by differential leveling
 JD2007.and adjusted by the National Geodetic Survey in June 1991..
 JD2007
 JD2007.The geoid height was determined by GEOID03.
 JD2007
 JD2007.The dynamic height is computed by dividing the NAVD 88
 JD2007.geopotential number by the normal gravity value computed on the
 JD2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2007.degrees latitude (g = 980.6199 gals.).
 JD2007
 JD2007.The modeled gravity was interpolated from observed gravity values.
 JD2007
 JD2007;                    North         East    Units  Estimated Accuracy
 JD2007;SPC MO W     -   305,440.      903,140.      MT  (+/- 180 meters Scaled)
 JD2007
 JD2007                          SUPERSEDED SURVEY CONTROL
 JD2007
 JD2007  NGVD 29 (??/??/92)  273.766  (m)          898.18   (f) ADJ UNCH    2 0
 JD2007
 JD2007.Superseded values are not recommended for survey control.
 JD2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2007.See file dsdata.txt to determine how the superseded data were derived.
 JD2007
 JD2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD230079(NAD 83)
 JD2007_MARKER: DB = BENCH MARK DISK
 JD2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2007_STAMPING: H 295 1963
 JD2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2007+STABILITY: SURFACE MOTION
 JD2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2007+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 JD2007
 JD2007  HISTORY     - Date     Condition        Report By
 JD2007  HISTORY     - 1963     MONUMENTED       CGS
 JD2007  HISTORY     - 20060904 GOOD             GEOCAC
 JD2007
 JD2007                          STATION DESCRIPTION
 JD2007
 JD2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2007'10.6 MI SE FROM ODESSA.
 JD2007'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2007'AT ODESSA, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 40 AND
 JD2007'INTERSTATE HIGHWAY 70, THENCE 6.5 MILES SOUTH ALONG COUNTY ROAD
 JD2007'M, 33 FEET WEST OF THE CENTERLINE OF THE ROAD, 23 FEET NORTH OF
 JD2007'THE CENTERLINE OF A GATE, 4 FEET NORTH OF A POWER POLE SUPPORTED BY
 JD2007'A BRACE POLE, 1.5 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A
 JD2007'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 JD2007'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD2007
 JD2007                          STATION RECOVERY (2006)
 JD2007
 JD2007'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2007'DELETE THE WITNESS POST FROM THE DESCRIPTION, AND REVISE THE POWER
 JD2007'POLE DESCRIPTION TO 4 FEET NORTH OF POWER POLE 19918.
 JD2007' 
 JD2007'HH2 N38 55 03.8 W93 53 13.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0692 ***********************************************************************
 JD0692  DESIGNATION -  H 296
 JD0692  PID         -  JD0692
 JD0692  STATE/COUNTY-  MO/PETTIS
 JD0692  USGS QUAD   -  HUGHESVILLE (1973)
 JD0692
 JD0692                         *CURRENT SURVEY CONTROL
 JD0692  ___________________________________________________________________
 JD0692* NAD 83(1986)-  38 45 16.     (N)    093 21 29.     (W)     SCALED    
 JD0692* NAVD 88     -       255.710  (meters)     838.94   (feet)  ADJUSTED  
 JD0692  ___________________________________________________________________
 JD0692  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD0692  DYNAMIC HT  -         255.538 (meters)     838.38  (feet)  COMP
 JD0692  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 JD0692
 JD0692  VERT ORDER  -  FIRST     CLASS II
 JD0692
 JD0692.The horizontal coordinates were scaled from a topographic map and have
 JD0692.an estimated accuracy of +/- 6 seconds.
 JD0692
 JD0692.The orthometric height was determined by differential leveling
 JD0692.and adjusted by the National Geodetic Survey in June 1991..
 JD0692
 JD0692.The geoid height was determined by GEOID03.
 JD0692
 JD0692.The dynamic height is computed by dividing the NAVD 88
 JD0692.geopotential number by the normal gravity value computed on the
 JD0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0692.degrees latitude (g = 980.6199 gals.).
 JD0692
 JD0692.The modeled gravity was interpolated from observed gravity values.
 JD0692
 JD0692;                    North         East    Units  Estimated Accuracy
 JD0692;SPC MO C     -   324,520.      425,420.      MT  (+/- 180 meters Scaled)
 JD0692
 JD0692                          SUPERSEDED SURVEY CONTROL
 JD0692
 JD0692  NGVD 29 (??/??/92)  255.619  (m)          838.64   (f) ADJ UNCH    1 2
 JD0692
 JD0692.Superseded values are not recommended for survey control.
 JD0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0692.See file dsdata.txt to determine how the superseded data were derived.
 JD0692
 JD0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC688895(NAD 83)
 JD0692_MARKER: DB = BENCH MARK DISK
 JD0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0692_STAMPING: H 296 1963
 JD0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0692+STABILITY: SURFACE MOTION
 JD0692
 JD0692  HISTORY     - Date     Condition        Report By
 JD0692  HISTORY     - 1963     MONUMENTED       CGS
 JD0692
 JD0692                          STATION DESCRIPTION
 JD0692
 JD0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0692'7.9 MI W FROM SEDALIA.
 JD0692'ABOUT 7.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0692'STATION AT SEDALIA, 78 FEET SOUTHWEST OF MILEPOLE 197, 34.5 FEET
 JD0692'SOUTHWEST OF THE SOUTHWEST RAIL, 47 FEET NORTHEAST OF THE
 JD0692'CENTERLINE OF U.S. HIGHWAY 50, 4.5 FEET SOUTHEAST OF A TELEPHONE
 JD0692'POLE, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT ABOVE
 JD0692'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JD0692'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2803 ***********************************************************************
 JD2803  DESIGNATION -  H 296 RESET
 JD2803  PID         -  JD2803
 JD2803  STATE/COUNTY-  MO/PETTIS
 JD2803  USGS QUAD   -  HUGHESVILLE (1973)
 JD2803
 JD2803                         *CURRENT SURVEY CONTROL
 JD2803  ___________________________________________________________________
 JD2803* NAD 83(1986)-  38 45 16.     (N)    093 21 29.     (W)     SCALED    
 JD2803* NAVD 88     -       255.80   (meters)     839.2    (feet)  RESET     
 JD2803  ___________________________________________________________________
 JD2803  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD2803
 JD2803  VERT ORDER  -  THIRD
 JD2803
 JD2803.The horizontal coordinates were scaled from a topographic map and have
 JD2803.an estimated accuracy of +/- 6 seconds.
 JD2803
 JD2803.The orthometric height was computed from unverified reset data.
 JD2803.No vertical observational check was made to the station.
 JD2803
 JD2803.The geoid height was determined by GEOID03.
 JD2803
 JD2803;                    North         East    Units  Estimated Accuracy
 JD2803;SPC MO C     -   324,520.      425,420.      MT  (+/- 180 meters Scaled)
 JD2803
 JD2803                          SUPERSEDED SURVEY CONTROL
 JD2803
 JD2803  NGVD 29 (02/22/06)  255.71   (m)          838.9    (f) RESET       3  
 JD2803
 JD2803.Superseded values are not recommended for survey control.
 JD2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2803.See file dsdata.txt to determine how the superseded data were derived.
 JD2803
 JD2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC688895(NAD 83)
 JD2803_MARKER: DB = BENCH MARK DISK
 JD2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2803_SP_SET: CONCRETE POST
 JD2803_STAMPING: H 296 RESET 1979
 JD2803_MARK LOGO: NGS   
 JD2803_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2803+STABILITY: SURFACE MOTION
 JD2803
 JD2803  HISTORY     - Date     Condition        Report By
 JD2803  HISTORY     - 1979     MONUMENTED       NGS
 JD2803
 JD2803                          STATION DESCRIPTION
 JD2803
 JD2803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JD2803'ABOUT 7.9 MILES WEST ALONG MISSOURI PACIFIC RAILROAD FROM THE STATION
 JD2803'AT SEDALIA, 42 FEET NORTHEAST OF CENTERLINE OF TRACK AND
 JD2803'APPROXIMATELY 30 FEET NORTHEAST OF MILE MARKER 197.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0401 ***********************************************************************
 JD0401  DESIGNATION -  H 297
 JD0401  PID         -  JD0401
 JD0401  STATE/COUNTY-  MO/COOPER
 JD0401  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0401
 JD0401                         *CURRENT SURVEY CONTROL
 JD0401  ___________________________________________________________________
 JD0401* NAD 83(1986)-  38 41 55.     (N)    092 59 58.     (W)     SCALED    
 JD0401* NAVD 88     -       220.557  (meters)     723.61   (feet)  ADJUSTED  
 JD0401  ___________________________________________________________________
 JD0401  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0401  DYNAMIC HT  -         220.410 (meters)     723.13  (feet)  COMP
 JD0401  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 JD0401
 JD0401  VERT ORDER  -  FIRST     CLASS II
 JD0401
 JD0401.The horizontal coordinates were scaled from a topographic map and have
 JD0401.an estimated accuracy of +/- 6 seconds.
 JD0401
 JD0401.The orthometric height was determined by differential leveling
 JD0401.and adjusted by the National Geodetic Survey in June 1991..
 JD0401
 JD0401.The geoid height was determined by GEOID03.
 JD0401
 JD0401.The dynamic height is computed by dividing the NAVD 88
 JD0401.geopotential number by the normal gravity value computed on the
 JD0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0401.degrees latitude (g = 980.6199 gals.).
 JD0401
 JD0401.The modeled gravity was interpolated from observed gravity values.
 JD0401
 JD0401;                    North         East    Units  Estimated Accuracy
 JD0401;SPC MO C     -   318,090.      456,560.      MT  (+/- 180 meters Scaled)
 JD0401
 JD0401                          SUPERSEDED SURVEY CONTROL
 JD0401
 JD0401  NGVD 29 (??/??/92)  220.467  (m)          723.32   (f) ADJ UNCH    1 2
 JD0401
 JD0401.Superseded values are not recommended for survey control.
 JD0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0401.See file dsdata.txt to determine how the superseded data were derived.
 JD0401
 JD0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC000833(NAD 83)
 JD0401_MARKER: DB = BENCH MARK DISK
 JD0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0401_SP_SET: WALL
 JD0401_STAMPING: H 297 1963
 JD0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0401
 JD0401  HISTORY     - Date     Condition        Report By
 JD0401  HISTORY     - 1963     MONUMENTED       CGS
 JD0401
 JD0401                          STATION DESCRIPTION
 JD0401
 JD0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0401'AT OTTERVILLE.
 JD0401'AT OTTERVILLE, SET VERTICALLY IN THE SOUTH BRICK WALL OF THE
 JD0401'MORE EASTERLY OF TWO BRICK BUILDINGS AT THE BIXLER GAS COMPANY,
 JD0401'76.5 FEET NORTH ACROSS U.S. HIGHWAY 50 FROM THE NORTHEAST CORNER
 JD0401'OF THE MISSOURI PACIFIC RAILROAD STATION, 1.5 FEET EAST OF THE
 JD0401'SOUTHWEST CORNER OF THE BUILDING, 0.7 FOOT ABOVE THE GROUND, AND
 JD0401'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1162 ***********************************************************************
 JD1162  DESIGNATION -  H 298
 JD1162  PID         -  JD1162
 JD1162  STATE/COUNTY-  MO/PETTIS
 JD1162  USGS QUAD   -  BEAMAN (1978)
 JD1162
 JD1162                         *CURRENT SURVEY CONTROL
 JD1162  ___________________________________________________________________
 JD1162* NAD 83(1986)-  38 51 53.     (N)    093 09 11.     (W)     SCALED    
 JD1162* NAVD 88     -       231.465  (meters)     759.40   (feet)  ADJUSTED  
 JD1162  ___________________________________________________________________
 JD1162  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1162  DYNAMIC HT  -         231.314 (meters)     758.90  (feet)  COMP
 JD1162  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 JD1162
 JD1162  VERT ORDER  -  SECOND    CLASS 0
 JD1162
 JD1162.The horizontal coordinates were scaled from a topographic map and have
 JD1162.an estimated accuracy of +/- 6 seconds.
 JD1162
 JD1162.The orthometric height was determined by differential leveling
 JD1162.and adjusted by the National Geodetic Survey in June 1991..
 JD1162
 JD1162.The geoid height was determined by GEOID03.
 JD1162
 JD1162.The dynamic height is computed by dividing the NAVD 88
 JD1162.geopotential number by the normal gravity value computed on the
 JD1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1162.degrees latitude (g = 980.6199 gals.).
 JD1162
 JD1162.The modeled gravity was interpolated from observed gravity values.
 JD1162
 JD1162;                    North         East    Units  Estimated Accuracy
 JD1162;SPC MO C     -   336,620.      443,320.      MT  (+/- 180 meters Scaled)
 JD1162
 JD1162                          SUPERSEDED SURVEY CONTROL
 JD1162
 JD1162  NGVD 29 (??/??/92)  231.378  (m)          759.11   (f) ADJ UNCH    2 0
 JD1162
 JD1162.Superseded values are not recommended for survey control.
 JD1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1162.See file dsdata.txt to determine how the superseded data were derived.
 JD1162
 JD1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD867017(NAD 83)
 JD1162_MARKER: DB = BENCH MARK DISK
 JD1162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1162_SP_SET: CULVERT
 JD1162_STAMPING: H 298 1963
 JD1162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1162
 JD1162  HISTORY     - Date     Condition        Report By
 JD1162  HISTORY     - 1963     MONUMENTED       CGS
 JD1162
 JD1162                          STATION DESCRIPTION
 JD1162
 JD1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1162'14.4 MI NE FROM SEDALIA.
 JD1162'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1162'STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S. HIGHWAY
 JD1162'65, THENCE 4.15 MILES NORTHEAST ALONG COUNTY ROAD J, ON THE EAST
 JD1162'SIDE OF A SHARP CURVE IN THE ROAD, SET IN THE TOP OF THE WEST
 JD1162'END OF THE NORTH CONCRETE HEAD WALL OF AN 8 X 30 FOOT CONCRETE
 JD1162'CULVERT, 22 FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.7 FOOT
 JD1162'EAST OF THE WEST EDGE OF THE HEAD WALL, AND ABOUT 4 FEET BELOW THE
 JD1162'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1245 ***********************************************************************
 JD1245  DESIGNATION -  H 299
 JD1245  PID         -  JD1245
 JD1245  STATE/COUNTY-  MO/JOHNSON
 JD1245  USGS QUAD   -  LA MONTE (1973)
 JD1245
 JD1245                         *CURRENT SURVEY CONTROL
 JD1245  ___________________________________________________________________
 JD1245* NAD 83(1986)-  38 47 12.     (N)    093 29 59.     (W)     SCALED    
 JD1245* NAVD 88     -       249.595  (meters)     818.88   (feet)  ADJUSTED  
 JD1245  ___________________________________________________________________
 JD1245  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1245  DYNAMIC HT  -         249.427 (meters)     818.33  (feet)  COMP
 JD1245  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 JD1245
 JD1245  VERT ORDER  -  SECOND    CLASS 0
 JD1245
 JD1245.The horizontal coordinates were scaled from a topographic map and have
 JD1245.an estimated accuracy of +/- 6 seconds.
 JD1245
 JD1245.The orthometric height was determined by differential leveling
 JD1245.and adjusted by the National Geodetic Survey in June 1991..
 JD1245
 JD1245.The geoid height was determined by GEOID03.
 JD1245
 JD1245.The dynamic height is computed by dividing the NAVD 88
 JD1245.geopotential number by the normal gravity value computed on the
 JD1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1245.degrees latitude (g = 980.6199 gals.).
 JD1245
 JD1245.The modeled gravity was interpolated from observed gravity values.
 JD1245
 JD1245;                    North         East    Units  Estimated Accuracy
 JD1245;SPC MO W     -   291,240.      936,910.      MT  (+/- 180 meters Scaled)
 JD1245
 JD1245                          SUPERSEDED SURVEY CONTROL
 JD1245
 JD1245  NGVD 29 (??/??/92)  249.501  (m)          818.57   (f) ADJ UNCH    2 0
 JD1245
 JD1245.Superseded values are not recommended for survey control.
 JD1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1245.See file dsdata.txt to determine how the superseded data were derived.
 JD1245
 JD1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC565932(NAD 83)
 JD1245_MARKER: DB = BENCH MARK DISK
 JD1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1245_STAMPING: H 299 1963
 JD1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1245+STABILITY: SURFACE MOTION
 JD1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD1245+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 JD1245
 JD1245  HISTORY     - Date     Condition        Report By
 JD1245  HISTORY     - 1963     MONUMENTED       CGS
 JD1245  HISTORY     - 20060506 GOOD             GEOCAC
 JD1245
 JD1245                          STATION DESCRIPTION
 JD1245
 JD1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1245'4.1 MI NE FROM KNOB NOSTER.
 JD1245'ABOUT 3.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1245'THE STATION AT KNOB NOSTER, THENCE 1.0 MILE NORTH ALONG GRAVELED
 JD1245'COUNTY ROAD FF, AT THE CREST OF A SMALL HILL, 35.2 FEET WEST
 JD1245'OF THE CENTERLINE OF THE ROAD, 12.3 FEET SOUTH OF THE SOUTH GATE
 JD1245'POST OF A WIRE GATE, 1.7 FEET EAST OF A FENCE, 1.7 FEET NORTH
 JD1245'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JD1245'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD1245
 JD1245                          STATION RECOVERY (2006)
 JD1245
 JD1245'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD1245'HH2 N38 47 12.5 W93 29 59.1
 JD1245' 
 JD1245' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0375 ***********************************************************************
 HD0375  DESIGNATION -  H 30
 HD0375  PID         -  HD0375
 HD0375  STATE/COUNTY-  MO/CAMDEN
 HD0375  USGS QUAD   -  DECATURVILLE (1975)
 HD0375
 HD0375                         *CURRENT SURVEY CONTROL
 HD0375  ___________________________________________________________________
 HD0375* NAD 83(1986)-  37 54 26.     (N)    092 41 58.     (W)     SCALED    
 HD0375* NAVD 88     -       320.879  (meters)    1052.75   (feet)  ADJUSTED  
 HD0375  ___________________________________________________________________
 HD0375  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HD0375  DYNAMIC HT  -         320.639 (meters)    1051.96  (feet)  COMP
 HD0375  MODELED GRAV-     979,871.1   (mgal)                       NAVD 88
 HD0375
 HD0375  VERT ORDER  -  SECOND    CLASS 0
 HD0375
 HD0375.The horizontal coordinates were scaled from a topographic map and have
 HD0375.an estimated accuracy of +/- 6 seconds.
 HD0375
 HD0375.The orthometric height was determined by differential leveling
 HD0375.and adjusted by the National Geodetic Survey in June 1991..
 HD0375
 HD0375.The geoid height was determined by GEOID03.
 HD0375
 HD0375.The dynamic height is computed by dividing the NAVD 88
 HD0375.geopotential number by the normal gravity value computed on the
 HD0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0375.degrees latitude (g = 980.6199 gals.).
 HD0375
 HD0375.The modeled gravity was interpolated from observed gravity values.
 HD0375
 HD0375;                    North         East    Units  Estimated Accuracy
 HD0375;SPC MO C     -   230,150.      482,460.      MT  (+/- 180 meters Scaled)
 HD0375
 HD0375                          SUPERSEDED SURVEY CONTROL
 HD0375
 HD0375  NGVD 29 (??/??/92)  320.775  (m)         1052.41   (f) ADJ UNCH    2 0
 HD0375
 HD0375.Superseded values are not recommended for survey control.
 HD0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0375.See file dsdata.txt to determine how the superseded data were derived.
 HD0375
 HD0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB264955(NAD 83)
 HD0375_MARKER: DB = BENCH MARK DISK
 HD0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0375_STAMPING: H 30 1934
 HD0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0375+STABILITY: SURFACE MOTION
 HD0375
 HD0375  HISTORY     - Date     Condition        Report By
 HD0375  HISTORY     - 1934     MONUMENTED       CGS
 HD0375
 HD0375                          STATION DESCRIPTION
 HD0375
 HD0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0375'AT DECATURVILLE.
 HD0375'AT DECATURVILLE, ON STATE HIGHWAY 5, 122 FEET SOUTHEAST OF THE
 HD0375'SOUTHEAST CORNER OF THE CONCRETE PORCH OF THE STORE OF THE
 HD0375'J.H. GREEN AND SONS, AT A ROAD INTERSECTION, 60 FEET SOUTH OF
 HD0375'THE CENTERLINE OF THE ROAD, AND 42.4 FEET EAST OF THE CENTERLINE
 HD0375'OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 30 1934 AND SET
 HD0375'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2055 ***********************************************************************
 JD2055  DESIGNATION -  H 300
 JD2055  PID         -  JD2055
 JD2055  STATE/COUNTY-  MO/LAFAYETTE
 JD2055  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2055
 JD2055                         *CURRENT SURVEY CONTROL
 JD2055  ___________________________________________________________________
 JD2055* NAD 83(1986)-  38 55 41.     (N)    093 58 54.     (W)     SCALED    
 JD2055* NAVD 88     -       262.152  (meters)     860.08   (feet)  ADJUSTED  
 JD2055  ___________________________________________________________________
 JD2055  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2055  DYNAMIC HT  -         261.978 (meters)     859.51  (feet)  COMP
 JD2055  MODELED GRAV-     979,959.9   (mgal)                       NAVD 88
 JD2055
 JD2055  VERT ORDER  -  SECOND    CLASS 0
 JD2055
 JD2055.The horizontal coordinates were scaled from a topographic map and have
 JD2055.an estimated accuracy of +/- 6 seconds.
 JD2055
 JD2055.The orthometric height was determined by differential leveling
 JD2055.and adjusted by the National Geodetic Survey in June 1991..
 JD2055
 JD2055.The geoid height was determined by GEOID03.
 JD2055
 JD2055.The dynamic height is computed by dividing the NAVD 88
 JD2055.geopotential number by the normal gravity value computed on the
 JD2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2055.degrees latitude (g = 980.6199 gals.).
 JD2055
 JD2055.The modeled gravity was interpolated from observed gravity values.
 JD2055
 JD2055;                    North         East    Units  Estimated Accuracy
 JD2055;SPC MO W     -   306,590.      894,940.      MT  (+/- 180 meters Scaled)
 JD2055
 JD2055                          SUPERSEDED SURVEY CONTROL
 JD2055
 JD2055  NGVD 29 (??/??/92)  262.050  (m)          859.74   (f) ADJ UNCH    2 0
 JD2055
 JD2055.Superseded values are not recommended for survey control.
 JD2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2055.See file dsdata.txt to determine how the superseded data were derived.
 JD2055
 JD2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD149092(NAD 83)
 JD2055_MARKER: DB = BENCH MARK DISK
 JD2055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2055_SP_SET: CULVERT
 JD2055_STAMPING: H 300 1963
 JD2055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2055+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 JD2055
 JD2055  HISTORY     - Date     Condition        Report By
 JD2055  HISTORY     - 1963     MONUMENTED       CGS
 JD2055  HISTORY     - 20060904 GOOD             GEOCAC
 JD2055
 JD2055                          STATION DESCRIPTION
 JD2055
 JD2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2055'6.8 MI SW FROM ODESSA.
 JD2055'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2055'AT ODESSA, THENCE 1.3 MILES SOUTHWEST, THENCE 1.05 MILES SOUTH,
 JD2055'THENCE 0.75 MILE WEST, THENCE 2.65 MILES SOUTH ALONG GRAVELED
 JD2055'ROADS, THENCE 0.05 MILE EAST ALONG COUNTY ROAD HH, SET IN THE
 JD2055'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF AN 8 X 8
 JD2055'FOOT CONCRETE CULVERT, 14 FEET NORTH OF THE CENTERLINE OF THE
 JD2055'HIGHWAY, AND ABOUT LEVEL WITH THE ROAD.
 JD2055
 JD2055                          STATION RECOVERY (2006)
 JD2055
 JD2055'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2055'HH2 N38 55 41.6 W93 58 54.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0230 ***********************************************************************
 JE0230  DESIGNATION -  H 301
 JE0230  PID         -  JE0230
 JE0230  STATE/COUNTY-  MO/JOHNSON
 JE0230  USGS QUAD   -  CHAPEL HILL (1963)
 JE0230
 JE0230                         *CURRENT SURVEY CONTROL
 JE0230  ___________________________________________________________________
 JE0230* NAD 83(1986)-  38 52 54.     (N)    094 01 19.     (W)     SCALED    
 JE0230* NAVD 88     -       280.900  (meters)     921.59   (feet)  ADJUSTED  
 JE0230  ___________________________________________________________________
 JE0230  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JE0230  DYNAMIC HT  -         280.712 (meters)     920.97  (feet)  COMP
 JE0230  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 JE0230
 JE0230  VERT ORDER  -  SECOND    CLASS 0
 JE0230
 JE0230.The horizontal coordinates were scaled from a topographic map and have
 JE0230.an estimated accuracy of +/- 6 seconds.
 JE0230
 JE0230.The orthometric height was determined by differential leveling
 JE0230.and adjusted by the National Geodetic Survey in June 1991..
 JE0230
 JE0230.The geoid height was determined by GEOID03.
 JE0230
 JE0230.The dynamic height is computed by dividing the NAVD 88
 JE0230.geopotential number by the normal gravity value computed on the
 JE0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0230.degrees latitude (g = 980.6199 gals.).
 JE0230
 JE0230.The modeled gravity was interpolated from observed gravity values.
 JE0230
 JE0230;                    North         East    Units  Estimated Accuracy
 JE0230;SPC MO W     -   301,420.      891,480.      MT  (+/- 180 meters Scaled)
 JE0230
 JE0230                          SUPERSEDED SURVEY CONTROL
 JE0230
 JE0230  NGVD 29 (??/??/92)  280.799  (m)          921.25   (f) ADJ UNCH    2 0
 JE0230
 JE0230.Superseded values are not recommended for survey control.
 JE0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0230.See file dsdata.txt to determine how the superseded data were derived.
 JE0230
 JE0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD113041(NAD 83)
 JE0230_MARKER: DB = BENCH MARK DISK
 JE0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0230_STAMPING: H 301 1963
 JE0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0230+STABILITY: SURFACE MOTION
 JE0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0230+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 JE0230
 JE0230  HISTORY     - Date     Condition        Report By
 JE0230  HISTORY     - 1963     MONUMENTED       CGS
 JE0230  HISTORY     - 1985     GOOD             NGS
 JE0230  HISTORY     - 1985     GOOD             NGS
 JE0230  HISTORY     - 20051203 GOOD             INDIV
 JE0230
 JE0230                          STATION DESCRIPTION
 JE0230
 JE0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0230'4 MI NW FROM PITTSVILLE.
 JE0230'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 131 FROM THE
 JE0230'INTERSECTION OF U.S. HIGHWAY 50 AT PITTSVILLE, THENCE 1.9 MILES
 JE0230'WEST ALONG A GRADED COUNTY ROAD, THENCE 0.5 MILE NORTH ALONG
 JE0230'A GRAVELED COUNTY ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED
 JE0230'COUNTY ROAD, 98 FEET EAST OF THE CENTERLINE OF THE ROAD, 76
 JE0230'FEET EAST OF A T-JUNCTION OF FENCES, 1.5 FEET SOUTH OF AN
 JE0230'EAST-WEST FENCE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT
 JE0230'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JE0230'CONCRETE POST PROJECTING 0.5 FOOT.
 JE0230
 JE0230                          STATION RECOVERY (1985)
 JE0230
 JE0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JE0230'THERE WAS A ROUTING ERROR TO THE MARK. THE MARK IS 2.57 KM (1.6 MI)
 JE0230'NORTH ALONG STATE HIGHWAY 131, FROM THE JUNCTION WITH U.S. HIGHWAY 50
 JE0230'AT PITTSVILLE, THENCE 3.06 KM (1.9 MI) LEFT AND WEST ALONG A GRAVELED
 JE0230'ROAD TO A T-ROAD, THENCE 0.80 KM (0.5 MI) RIGHT AND NORTH ALONG
 JE0230'ANOTHER GRAVELED ROAD TO THE MARK ON THE RIGHT, AT AN EAST-WEST
 JE0230'FENCELINE, 29.9 M (98.0 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 JE0230'23.16 M (76.0 FT) EAST FROM A T-FENCE CORNER, 0.46 M (1.5 FT) SOUTH
 JE0230'FROM THE EAST-WEST FENCE.
 JE0230
 JE0230                          STATION RECOVERY (1985)
 JE0230
 JE0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JE0230'THE MARK IS 2.57 KM (1.6 MI) NORTH ALONG STATE HIGHWAY 131, FROM THE
 JE0230'JUNCTION WITH U.S. HIGHWAY 50 AT PITTSVILLE, THENCE 3.06 KM (1.9 MI)
 JE0230'LEFT AND WEST ALONG A GRAVELED ROAD TO A T-ROAD, THENCE 0.80 (1.9 MI)
 JE0230'LEFT AND WEST ALONG A GRAVELED ROAD TO A T-ROAD , THENCE 0.80 KM (0.5
 JE0230'MI) RIGHT AND NORTH ALONG ANOTHER GRAVELED ROAD TO THE MARK ON THE
 JE0230'RIGHT, AT AN EAST-WEST FENCELINE, 29.9 M (98.0 FT) EAST FROM THE
 JE0230'CENTERLINE OF THE HIGHWAY, 23.16 M (76.0 FT) EAST FROM A T-FENCE
 JE0230'CORNER, 0.46 M (1.5 FT) SOUTH FROM THE EAST-WEST FENCE.
 JE0230
 JE0230                          STATION RECOVERY (2005)
 JE0230
 JE0230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0223 ***********************************************************************
 JE0223  DESIGNATION -  H 302
 JE0223  PID         -  JE0223
 JE0223  STATE/COUNTY-  MO/JOHNSON
 JE0223  USGS QUAD   -  QUICK CITY (1954)
 JE0223
 JE0223                         *CURRENT SURVEY CONTROL
 JE0223  ___________________________________________________________________
 JE0223* NAD 83(1986)-  38 34 24.     (N)    094 07 10.     (W)     SCALED    
 JE0223* NAVD 88     -       265.469  (meters)     870.96   (feet)  ADJUSTED  
 JE0223  ___________________________________________________________________
 JE0223  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JE0223  DYNAMIC HT  -         265.286 (meters)     870.36  (feet)  COMP
 JE0223  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JE0223
 JE0223  VERT ORDER  -  SECOND    CLASS 0
 JE0223
 JE0223.The horizontal coordinates were scaled from a topographic map and have
 JE0223.an estimated accuracy of +/- 6 seconds.
 JE0223
 JE0223.The orthometric height was determined by differential leveling
 JE0223.and adjusted by the National Geodetic Survey in June 1991..
 JE0223
 JE0223.The geoid height was determined by GEOID03.
 JE0223
 JE0223.The dynamic height is computed by dividing the NAVD 88
 JE0223.geopotential number by the normal gravity value computed on the
 JE0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0223.degrees latitude (g = 980.6199 gals.).
 JE0223
 JE0223.The modeled gravity was interpolated from observed gravity values.
 JE0223
 JE0223;                    North         East    Units  Estimated Accuracy
 JE0223;SPC MO W     -   267,160.      883,160.      MT  (+/- 180 meters Scaled)
 JE0223
 JE0223                          SUPERSEDED SURVEY CONTROL
 JE0223
 JE0223  NGVD 29 (??/??/92)  265.344  (m)          870.55   (f) ADJ UNCH    2 0
 JE0223
 JE0223.Superseded values are not recommended for survey control.
 JE0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0223.See file dsdata.txt to determine how the superseded data were derived.
 JE0223
 JE0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC024700(NAD 83)
 JE0223_MARKER: DB = BENCH MARK DISK
 JE0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0223_SP_SET: CULVERT
 JE0223_STAMPING: H 302 1963
 JE0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0223
 JE0223  HISTORY     - Date     Condition        Report By
 JE0223  HISTORY     - 1963     MONUMENTED       CGS
 JE0223
 JE0223                          STATION DESCRIPTION
 JE0223
 JE0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0223'5.4 MI NE FROM GARDEN CITY.
 JE0223'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 JE0223'AT GARDEN CITY, THENCE 3.1 MILES EAST ALONG PAVED STATE ROAD
 JE0223'NN, THENCE 1.6 MILES NORTHEAST ALONG A GRAVELED COUNTY ROAD,
 JE0223'IN S 27, R 29 W, T 44 N, 10.6 FEET EAST OF THE CENTERLINE OF
 JE0223'THE ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 JE0223'HEADWALL OF A 6 X 6 FOOT CONCRETE CULVERT UNDER THE ROAD,
 JE0223'1.0 FOOT SOUTH OF THE NORTH EDGE OF THE HEADWALL, AND 1 FOOT
 JE0223'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0264 ***********************************************************************
 JE0264  DESIGNATION -  H 303
 JE0264  PID         -  JE0264
 JE0264  STATE/COUNTY-  MO/HENRY
 JE0264  USGS QUAD   -  QUICK CITY (1954)
 JE0264
 JE0264                         *CURRENT SURVEY CONTROL
 JE0264  ___________________________________________________________________
 JE0264* NAD 83(1986)-  38 31 08.     (N)    094 00 05.     (W)     SCALED    
 JE0264* NAVD 88     -       241.453  (meters)     792.17   (feet)  ADJUSTED  
 JE0264  ___________________________________________________________________
 JE0264  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JE0264  DYNAMIC HT  -         241.287 (meters)     791.62  (feet)  COMP
 JE0264  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 JE0264
 JE0264  VERT ORDER  -  SECOND    CLASS 0
 JE0264
 JE0264.The horizontal coordinates were scaled from a topographic map and have
 JE0264.an estimated accuracy of +/- 6 seconds.
 JE0264
 JE0264.The orthometric height was determined by differential leveling
 JE0264.and adjusted by the National Geodetic Survey in June 1991..
 JE0264
 JE0264.The geoid height was determined by GEOID03.
 JE0264
 JE0264.The dynamic height is computed by dividing the NAVD 88
 JE0264.geopotential number by the normal gravity value computed on the
 JE0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0264.degrees latitude (g = 980.6199 gals.).
 JE0264
 JE0264.The modeled gravity was interpolated from observed gravity values.
 JE0264
 JE0264;                    North         East    Units  Estimated Accuracy
 JE0264;SPC MO W     -   261,160.      893,480.      MT  (+/- 180 meters Scaled)
 JE0264
 JE0264                          SUPERSEDED SURVEY CONTROL
 JE0264
 JE0264  NGVD 29 (??/??/92)  241.330  (m)          791.76   (f) ADJ UNCH    2 0
 JE0264
 JE0264.Superseded values are not recommended for survey control.
 JE0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0264.See file dsdata.txt to determine how the superseded data were derived.
 JE0264
 JE0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC127638(NAD 83)
 JE0264_MARKER: DB = BENCH MARK DISK
 JE0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0264_SP_SET: CULVERT
 JE0264_STAMPING: H 303 1963
 JE0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0264
 JE0264  HISTORY     - Date     Condition        Report By
 JE0264  HISTORY     - 1963     MONUMENTED       CGS
 JE0264
 JE0264                          STATION DESCRIPTION
 JE0264
 JE0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0264'3.8 MI N FROM URICH.
 JE0264'ABOUT 3.8 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JE0264'JUNCTION OF STATE HIGHWAY 7 AT URICH, IN S 15, R 28 W, T 43 N,
 JE0264'0.2 MILE SOUTH OF A T-JUNCTION OF ROADS, SET IN THE TOP OF THE
 JE0264'NORTH END OF THE EAST CONCRETE HEADWALL OF AN 8 X 8 FOOT CONCRETE
 JE0264'CULVERT UNDER THE ROAD, 13 FEET EAST OF THE CENTERLINE OF
 JE0264'THE ROAD, 0.8 FOOT SOUTH OF THE NORTH EDGE OF THE HEADWALL,
 JE0264'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2283 ***********************************************************************
 JD2283  DESIGNATION -  H 305
 JD2283  PID         -  JD2283
 JD2283  STATE/COUNTY-  MO/JOHNSON
 JD2283  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2283
 JD2283                         *CURRENT SURVEY CONTROL
 JD2283  ___________________________________________________________________
 JD2283* NAD 83(1986)-  38 35 33.     (N)    093 55 46.     (W)     SCALED    
 JD2283* NAVD 88     -       265.061  (meters)     869.62   (feet)  ADJUSTED  
 JD2283  ___________________________________________________________________
 JD2283  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JD2283  DYNAMIC HT  -         264.879 (meters)     869.02  (feet)  COMP
 JD2283  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 JD2283
 JD2283  VERT ORDER  -  SECOND    CLASS 0
 JD2283
 JD2283.The horizontal coordinates were scaled from a topographic map and have
 JD2283.an estimated accuracy of +/- 6 seconds.
 JD2283
 JD2283.The orthometric height was determined by differential leveling
 JD2283.and adjusted by the National Geodetic Survey in June 1991..
 JD2283
 JD2283.The geoid height was determined by GEOID03.
 JD2283
 JD2283.The dynamic height is computed by dividing the NAVD 88
 JD2283.geopotential number by the normal gravity value computed on the
 JD2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2283.degrees latitude (g = 980.6199 gals.).
 JD2283
 JD2283.The modeled gravity was interpolated from observed gravity values.
 JD2283
 JD2283;                    North         East    Units  Estimated Accuracy
 JD2283;SPC MO W     -   269,370.      899,710.      MT  (+/- 180 meters Scaled)
 JD2283
 JD2283                          SUPERSEDED SURVEY CONTROL
 JD2283
 JD2283  NGVD 29 (??/??/92)  264.950  (m)          869.26   (f) ADJ UNCH    2 0
 JD2283
 JD2283.Superseded values are not recommended for survey control.
 JD2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2283.See file dsdata.txt to determine how the superseded data were derived.
 JD2283
 JD2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC190719(NAD 83)
 JD2283_MARKER: DB = BENCH MARK DISK
 JD2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2283_STAMPING: H 305 1963
 JD2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2283+STABILITY: SURFACE MOTION
 JD2283
 JD2283  HISTORY     - Date     Condition        Report By
 JD2283  HISTORY     - 1963     MONUMENTED       CGS
 JD2283
 JD2283                          STATION DESCRIPTION
 JD2283
 JD2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2283'4.2 MI NE FROM BLAIRSTOWN.
 JD2283'ABOUT 0.8 MILE NORTHEAST ALONG A GRAVELED COUNTY ROAD FROM
 JD2283'THE POST OFFICE AT BLAIRSTOWN, THENCE 1.45 MILES EAST ALONG
 JD2283'THE HENRY-JOHNSON COUNTY LINE ROAD WHICH IS GRAVELED, THENCE
 JD2283'2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, IN S 20, R 27 W,
 JD2283'T 44 N, 33 FEET SOUTHEAST OF THE CENTER OF THE T-JUNCTION OF
 JD2283'A ROAD LEADING WEST, 225 FEET SOUTH OF THE CENTERLINE OF STATE
 JD2283'HIGHWAY 2, 30 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 JD2283'ROAD, 20 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD
 JD2283'LEADING WEST, 6 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET NORTH
 JD2283'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH
 JD2283'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1646 ***********************************************************************
 JD1646  DESIGNATION -  H 306
 JD1646  PID         -  JD1646
 JD1646  STATE/COUNTY-  MO/HENRY
 JD1646  USGS QUAD   -  CLINTON NORTH (1981)
 JD1646
 JD1646                         *CURRENT SURVEY CONTROL
 JD1646  ___________________________________________________________________
 JD1646* NAD 83(1986)-  38 26 27.     (N)    093 49 32.     (W)     SCALED    
 JD1646* NAVD 88     -       243.514  (meters)     798.93   (feet)  ADJUSTED  
 JD1646  ___________________________________________________________________
 JD1646  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1646  DYNAMIC HT  -         243.347 (meters)     798.38  (feet)  COMP
 JD1646  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 JD1646
 JD1646  VERT ORDER  -  SECOND    CLASS 0
 JD1646
 JD1646.The horizontal coordinates were scaled from a topographic map and have
 JD1646.an estimated accuracy of +/- 6 seconds.
 JD1646
 JD1646.The orthometric height was determined by differential leveling
 JD1646.and adjusted by the National Geodetic Survey in June 1991..
 JD1646
 JD1646.The geoid height was determined by GEOID03.
 JD1646
 JD1646.The dynamic height is computed by dividing the NAVD 88
 JD1646.geopotential number by the normal gravity value computed on the
 JD1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1646.degrees latitude (g = 980.6199 gals.).
 JD1646
 JD1646.The modeled gravity was interpolated from observed gravity values.
 JD1646
 JD1646;                    North         East    Units  Estimated Accuracy
 JD1646;SPC MO W     -   252,600.      908,880.      MT  (+/- 180 meters Scaled)
 JD1646
 JD1646                          SUPERSEDED SURVEY CONTROL
 JD1646
 JD1646  NGVD 29 (??/??/92)  243.397  (m)          798.54   (f) ADJ UNCH    2 0
 JD1646
 JD1646.Superseded values are not recommended for survey control.
 JD1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1646.See file dsdata.txt to determine how the superseded data were derived.
 JD1646
 JD1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC279550(NAD 83)
 JD1646_MARKER: DB = BENCH MARK DISK
 JD1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1646_STAMPING: H 306 1963
 JD1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1646+STABILITY: SURFACE MOTION
 JD1646
 JD1646  HISTORY     - Date     Condition        Report By
 JD1646  HISTORY     - 1963     MONUMENTED       CGS
 JD1646
 JD1646                          STATION DESCRIPTION
 JD1646
 JD1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1646'1.7 MI E FROM GARLAND.
 JD1646'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1646'BAPTIST CHURCH AT GARLAND, THENCE 1.5 MILES EAST ALONG A GRAVELED
 JD1646'COUNTY ROAD, IN S 7, R 26 W, T 42 S, NORTHWEST ACROSS THE
 JD1646'ROAD FROM A FARMHOUSE, 77 FEET NORTHWEST OF THE CENTER OF THE
 JD1646'JUNCTION OF A DRIVEWAY, 23 FEET NORTH OF THE CENTERLINE OF THE
 JD1646'ROAD, 6 FEET SOUTHEAST OF A POWER POLE BRACED BY 3 GUY WIRES,
 JD1646'2.2 FEET SOUTH OF AN EAST-WEST FENCE, 1.5 FEET WEST OF A METAL
 JD1646'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JD1646'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2166 ***********************************************************************
 JD2166  DESIGNATION -  H 307
 JD2166  PID         -  JD2166
 JD2166  STATE/COUNTY-  MO/JOHNSON
 JD2166  USGS QUAD   -  WINDSOR (1981)
 JD2166
 JD2166                         *CURRENT SURVEY CONTROL
 JD2166  ___________________________________________________________________
 JD2166* NAD 83(1986)-  38 35 07.     (N)    093 31 46.     (W)     SCALED    
 JD2166* NAVD 88     -       274.403  (meters)     900.27   (feet)  ADJUSTED  
 JD2166  ___________________________________________________________________
 JD2166  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD2166  DYNAMIC HT  -         274.210 (meters)     899.64  (feet)  COMP
 JD2166  MODELED GRAV-     979,921.3   (mgal)                       NAVD 88
 JD2166
 JD2166  VERT ORDER  -  SECOND    CLASS 0
 JD2166
 JD2166.The horizontal coordinates were scaled from a topographic map and have
 JD2166.an estimated accuracy of +/- 6 seconds.
 JD2166
 JD2166.The orthometric height was determined by differential leveling
 JD2166.and adjusted by the National Geodetic Survey in June 1991..
 JD2166
 JD2166.The geoid height was determined by GEOID03.
 JD2166
 JD2166.The dynamic height is computed by dividing the NAVD 88
 JD2166.geopotential number by the normal gravity value computed on the
 JD2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2166.degrees latitude (g = 980.6199 gals.).
 JD2166
 JD2166.The modeled gravity was interpolated from observed gravity values.
 JD2166
 JD2166;                    North         East    Units  Estimated Accuracy
 JD2166;SPC MO W     -   268,860.      934,560.      MT  (+/- 180 meters Scaled)
 JD2166
 JD2166                          SUPERSEDED SURVEY CONTROL
 JD2166
 JD2166  NGVD 29 (??/??/92)  274.293  (m)          899.91   (f) ADJ UNCH    2 0
 JD2166
 JD2166.Superseded values are not recommended for survey control.
 JD2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2166.See file dsdata.txt to determine how the superseded data were derived.
 JD2166
 JD2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC538708(NAD 83)
 JD2166_MARKER: DB = BENCH MARK DISK
 JD2166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2166_SP_SET: CULVERT
 JD2166_STAMPING: H 307 1963
 JD2166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2166
 JD2166  HISTORY     - Date     Condition        Report By
 JD2166  HISTORY     - 1963     MONUMENTED       CGS
 JD2166
 JD2166                          STATION DESCRIPTION
 JD2166
 JD2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2166'3.6 MI E FROM SUTHERLAND.
 JD2166'ABOUT 0.2 MILE NORTH ALONG PAVED STATE ROAD D FROM THE COMMUNITY
 JD2166'HALL AT SUTHERLAND, THENCE 3.4 MILES EAST ALONG A GRAVELED
 JD2166'COUNTY ROAD, IN S 23, R 24 W, T 44 N, 0.05 MILE WEST OF A
 JD2166'PRIVATE DRIVEWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH
 JD2166'CONCRETE HEADWALL OF A 4 X 6 FOOT CONCRETE CULVERT UNDER THE
 JD2166'ROAD, 10 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 0.9 FOOT
 JD2166'WEST OF THE EAST EDGE OF THE HEADWALL, AND ABOUT 1 FOOT ABOVE
 JD2166'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1130 ***********************************************************************
 JD1130  DESIGNATION -  H 308
 JD1130  PID         -  JD1130
 JD1130  STATE/COUNTY-  MO/PETTIS
 JD1130  USGS QUAD   -  SEDALIA WEST (1973)
 JD1130
 JD1130                         *CURRENT SURVEY CONTROL
 JD1130  ___________________________________________________________________
 JD1130* NAD 83(1986)-  38 40 24.     (N)    093 21 33.     (W)     SCALED    
 JD1130* NAVD 88     -       277.088  (meters)     909.08   (feet)  ADJUSTED  
 JD1130  ___________________________________________________________________
 JD1130  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1130  DYNAMIC HT  -         276.897 (meters)     908.45  (feet)  COMP
 JD1130  MODELED GRAV-     979,933.9   (mgal)                       NAVD 88
 JD1130
 JD1130  VERT ORDER  -  SECOND    CLASS 0
 JD1130
 JD1130.The horizontal coordinates were scaled from a topographic map and have
 JD1130.an estimated accuracy of +/- 6 seconds.
 JD1130
 JD1130.The orthometric height was determined by differential leveling
 JD1130.and adjusted by the National Geodetic Survey in June 1991..
 JD1130
 JD1130.The geoid height was determined by GEOID03.
 JD1130
 JD1130.The dynamic height is computed by dividing the NAVD 88
 JD1130.geopotential number by the normal gravity value computed on the
 JD1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1130.degrees latitude (g = 980.6199 gals.).
 JD1130
 JD1130.The modeled gravity was interpolated from observed gravity values.
 JD1130
 JD1130;                    North         East    Units  Estimated Accuracy
 JD1130;SPC MO C     -   315,520.      425,240.      MT  (+/- 180 meters Scaled)
 JD1130
 JD1130                          SUPERSEDED SURVEY CONTROL
 JD1130
 JD1130  NGVD 29 (??/??/92)  276.987  (m)          908.75   (f) ADJ UNCH    2 0
 JD1130
 JD1130.Superseded values are not recommended for survey control.
 JD1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1130.See file dsdata.txt to determine how the superseded data were derived.
 JD1130
 JD1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC687805(NAD 83)
 JD1130_MARKER: DB = BENCH MARK DISK
 JD1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1130_STAMPING: H 308 1963
 JD1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1130+STABILITY: SURFACE MOTION
 JD1130
 JD1130  HISTORY     - Date     Condition        Report By
 JD1130  HISTORY     - 1963     MONUMENTED       CGS
 JD1130
 JD1130                          STATION DESCRIPTION
 JD1130
 JD1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1130'2.1 MI N FROM CAMP BRANCH.
 JD1130'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE CROSSING
 JD1130'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CAMP BRANCH, IN S 21,
 JD1130'R 22 W, T 45 N, 74 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JD1130'THE CAMP BRANCH BAPTIST CHURCH, 65 FEET SOUTHEAST OF THE
 JD1130'INTERSECTION OF STATE ROAD Y, 56.5 FEET SOUTH OF THE CENTERLINE
 JD1130'OF THE ROAD LEADING EAST, 32 FEET EAST OF THE CENTERLINE OF THE
 JD1130'ROAD LEADING SOUTH, 1.5 FEET WEST OF A TELEPHONE POLE, 1.5 FEET
 JD1130'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS,
 JD1130'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JD1130'NOTE-- THIS MARK IS 1.0 MILE NORTH OF B.M. J 308 WHICH IS
 JD1130'DESCRIBED FROM GREEN RIDGE, MISSOURI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2223 ***********************************************************************
 JD2223  DESIGNATION -  H 309
 JD2223  PID         -  JD2223
 JD2223  STATE/COUNTY-  MO/JOHNSON
 JD2223  USGS QUAD   -  BURTVILLE (1955)
 JD2223
 JD2223                         *CURRENT SURVEY CONTROL
 JD2223  ___________________________________________________________________
 JD2223* NAD 83(1986)-  38 40 29.     (N)    093 33 45.     (W)     SCALED    
 JD2223* NAVD 88     -       262.884  (meters)     862.48   (feet)  ADJUSTED  
 JD2223  ___________________________________________________________________
 JD2223  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2223  DYNAMIC HT  -         262.703 (meters)     861.88  (feet)  COMP
 JD2223  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 JD2223
 JD2223  VERT ORDER  -  SECOND    CLASS 0
 JD2223
 JD2223.The horizontal coordinates were scaled from a topographic map and have
 JD2223.an estimated accuracy of +/- 6 seconds.
 JD2223
 JD2223.The orthometric height was determined by differential leveling
 JD2223.and adjusted by the National Geodetic Survey in June 1991..
 JD2223
 JD2223.The geoid height was determined by GEOID03.
 JD2223
 JD2223.The dynamic height is computed by dividing the NAVD 88
 JD2223.geopotential number by the normal gravity value computed on the
 JD2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2223.degrees latitude (g = 980.6199 gals.).
 JD2223
 JD2223.The modeled gravity was interpolated from observed gravity values.
 JD2223
 JD2223;                    North         East    Units  Estimated Accuracy
 JD2223;SPC MO W     -   278,760.      931,580.      MT  (+/- 180 meters Scaled)
 JD2223
 JD2223                          SUPERSEDED SURVEY CONTROL
 JD2223
 JD2223  NGVD 29 (??/??/92)  262.783  (m)          862.15   (f) ADJ UNCH    2 0
 JD2223
 JD2223.Superseded values are not recommended for survey control.
 JD2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2223.See file dsdata.txt to determine how the superseded data were derived.
 JD2223
 JD2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC510808(NAD 83)
 JD2223_MARKER: DB = BENCH MARK DISK
 JD2223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2223_SP_SET: CULVERT
 JD2223_STAMPING: H 309 1963
 JD2223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2223
 JD2223  HISTORY     - Date     Condition        Report By
 JD2223  HISTORY     - 1963     MONUMENTED       CGS
 JD2223
 JD2223                          STATION DESCRIPTION
 JD2223
 JD2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2223'9.1 MI S FROM KNOB NOSTER.
 JD2223'ABOUT 9.1 MILES SOUTH ALONG STATE ROAD D FROM THE POST OFFICE
 JD2223'AT KNOB NOSTER, IN S 22, R 24 W, T 45 N, ABOUT 0.5 MILE SOUTH
 JD2223'OF THE JUNCTION OF STATE ROAD Y LEADING WEST, SET IN THE TOP
 JD2223'OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A 6-FOOT
 JD2223'CONCRETE CULVERT, 14 FEET EAST OF THE CENTERLINE OF THE ROAD,
 JD2223'1 FOOT SOUTH OF THE NORTH END OF THE HEADWALL, AND ABOUT LEVEL
 JD2223'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0033 ***********************************************************************
 HD0033  DESIGNATION -  H 31
 HD0033  PID         -  HD0033
 HD0033  STATE/COUNTY-  MO/LACLEDE
 HD0033  USGS QUAD   -  RICHLAND (1976)
 HD0033
 HD0033                         *CURRENT SURVEY CONTROL
 HD0033  ___________________________________________________________________
 HD0033* NAD 83(1986)-  37 49 30.     (N)    092 27 23.     (W)     SCALED    
 HD0033* NAVD 88     -       342.653  (meters)    1124.19   (feet)  ADJUSTED  
 HD0033  ___________________________________________________________________
 HD0033  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HD0033  DYNAMIC HT  -         342.396 (meters)    1123.34  (feet)  COMP
 HD0033  MODELED GRAV-     979,870.6   (mgal)                       NAVD 88
 HD0033
 HD0033  VERT ORDER  -  SECOND    CLASS 0
 HD0033
 HD0033.The horizontal coordinates were scaled from a topographic map and have
 HD0033.an estimated accuracy of +/- 6 seconds.
 HD0033
 HD0033.The orthometric height was determined by differential leveling
 HD0033.and adjusted by the National Geodetic Survey in June 1991..
 HD0033.WARNING-Repeat measurements at this control monument indicate possible
 HD0033.vertical movement.
 HD0033
 HD0033.The geoid height was determined by GEOID03.
 HD0033
 HD0033.The dynamic height is computed by dividing the NAVD 88
 HD0033.geopotential number by the normal gravity value computed on the
 HD0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0033.degrees latitude (g = 980.6199 gals.).
 HD0033
 HD0033.The modeled gravity was interpolated from observed gravity values.
 HD0033
 HD0033;                    North         East    Units  Estimated Accuracy
 HD0033;SPC MO C     -   221,010.      503,840.      MT  (+/- 180 meters Scaled)
 HD0033
 HD0033                          SUPERSEDED SURVEY CONTROL
 HD0033
 HD0033  NGVD 29 (??/??/92)  342.544  (m)         1123.83   (f) ADJ UNCH    2 0
 HD0033
 HD0033.Superseded values are not recommended for survey control.
 HD0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0033.See file dsdata.txt to determine how the superseded data were derived.
 HD0033
 HD0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB478865(NAD 83)
 HD0033_MARKER: DB = BENCH MARK DISK
 HD0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0033_STAMPING: H 31 1934
 HD0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0033+STABILITY: SURFACE MOTION
 HD0033
 HD0033  HISTORY     - Date     Condition        Report By
 HD0033  HISTORY     - 1934     MONUMENTED       CGS
 HD0033  HISTORY     - 1938     GOOD             NGS
 HD0033
 HD0033                          STATION DESCRIPTION
 HD0033
 HD0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0033'3.6 MI NE FROM STOUTLAND.
 HD0033'3.6 MILES NORTHEAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY
 HD0033'FROM STOUTLAND, LACLEDE COUNTY, 5.6 FEET WEST OF THE THIRTY
 HD0033'FIFTH POLE SOUTHWEST OF MILEPOST 163, 30.4 FEET SOUTHWEST OF
 HD0033'THE SOUTHWEST CORNER OF THE BASE OF SEMAPHORE 1636, AND 36.3
 HD0033'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 HD0033'DISK, STAMPED H 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2153 ***********************************************************************
 JD2153  DESIGNATION -  H 310
 JD2153  PID         -  JD2153
 JD2153  STATE/COUNTY-  MO/JOHNSON
 JD2153  USGS QUAD   -  CORNELIA (1955)
 JD2153
 JD2153                         *CURRENT SURVEY CONTROL
 JD2153  ___________________________________________________________________
 JD2153* NAD 83(1986)-  38 41 32.     (N)    093 40 11.     (W)     SCALED    
 JD2153* NAVD 88     -       245.734  (meters)     806.21   (feet)  ADJUSTED  
 JD2153  ___________________________________________________________________
 JD2153  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2153  DYNAMIC HT  -         245.565 (meters)     805.66  (feet)  COMP
 JD2153  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 JD2153
 JD2153  VERT ORDER  -  SECOND    CLASS 0
 JD2153
 JD2153.The horizontal coordinates were scaled from a topographic map and have
 JD2153.an estimated accuracy of +/- 6 seconds.
 JD2153
 JD2153.The orthometric height was determined by differential leveling
 JD2153.and adjusted by the National Geodetic Survey in June 1991..
 JD2153
 JD2153.The geoid height was determined by GEOID03.
 JD2153
 JD2153.The dynamic height is computed by dividing the NAVD 88
 JD2153.geopotential number by the normal gravity value computed on the
 JD2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2153.degrees latitude (g = 980.6199 gals.).
 JD2153
 JD2153.The modeled gravity was interpolated from observed gravity values.
 JD2153
 JD2153;                    North         East    Units  Estimated Accuracy
 JD2153;SPC MO W     -   280,610.      922,230.      MT  (+/- 180 meters Scaled)
 JD2153
 JD2153                          SUPERSEDED SURVEY CONTROL
 JD2153
 JD2153  NGVD 29 (??/??/92)  245.632  (m)          805.88   (f) ADJ UNCH    2 0
 JD2153
 JD2153.Superseded values are not recommended for survey control.
 JD2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2153.See file dsdata.txt to determine how the superseded data were derived.
 JD2153
 JD2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC417828(NAD 83)
 JD2153_MARKER: DB = BENCH MARK DISK
 JD2153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2153_SP_SET: CULVERT
 JD2153_STAMPING: H 310 1963
 JD2153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2153
 JD2153  HISTORY     - Date     Condition        Report By
 JD2153  HISTORY     - 1963     MONUMENTED       CGS
 JD2153
 JD2153                          STATION DESCRIPTION
 JD2153
 JD2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2153'8.3 MI SE FROM WARRENSBURG.
 JD2153'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2153'AT WARRENSBURG, THENCE 4.0 MILES EAST ALONG STATE ROAD Y, IN
 JD2153'S 15, R 25 W, T 45 N, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A
 JD2153'GRAVELED ROAD LEADING SOUTH, SET IN THE TOP OF THE WEST END OF
 JD2153'THE SOUTH CONCRETE HEADWALL OF A 12-FOOT CONCRETE CULVERT, 15.5
 JD2153'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 0.6 FOOT EAST OF THE
 JD2153'WEST END OF THE HEADWALL, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0196 ***********************************************************************
 JC0196  DESIGNATION -  H 311
 JC0196  PID         -  JC0196
 JC0196  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0196  USGS QUAD   -  CAHOKIA (1993)
 JC0196
 JC0196                         *CURRENT SURVEY CONTROL
 JC0196  ___________________________________________________________________
 JC0196* NAD 83(1986)-  38 36 41.     (N)    090 12 38.     (W)     SCALED    
 JC0196* NAVD 88     -       153.256  (meters)     502.81   (feet)  ADJUSTED  
 JC0196  ___________________________________________________________________
 JC0196  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JC0196  DYNAMIC HT  -         153.159 (meters)     502.49  (feet)  COMP
 JC0196  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JC0196
 JC0196  VERT ORDER  -  FIRST     CLASS I
 JC0196
 JC0196.The horizontal coordinates were scaled from a topographic map and have
 JC0196.an estimated accuracy of +/- 6 seconds.
 JC0196
 JC0196.The orthometric height was determined by differential leveling
 JC0196.and adjusted by the National Geodetic Survey in June 1991..
 JC0196
 JC0196.The geoid height was determined by GEOID03.
 JC0196
 JC0196.The dynamic height is computed by dividing the NAVD 88
 JC0196.geopotential number by the normal gravity value computed on the
 JC0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0196.degrees latitude (g = 980.6199 gals.).
 JC0196
 JC0196.The modeled gravity was interpolated from observed gravity values.
 JC0196
 JC0196;                    North         East    Units  Estimated Accuracy
 JC0196;SPC MO E     -   308,330.      275,210.      MT  (+/- 180 meters Scaled)
 JC0196
 JC0196                          SUPERSEDED SURVEY CONTROL
 JC0196
 JC0196  NGVD 29 (??/??/92)  153.367  (m)          503.17   (f) ADJ UNCH    1 1
 JC0196
 JC0196.Superseded values are not recommended for survey control.
 JC0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0196.See file dsdata.txt to determine how the superseded data were derived.
 JC0196
 JC0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC428773(NAD 83)
 JC0196_MARKER: DB = BENCH MARK DISK
 JC0196_SETTING: 66 = SET IN ROCK OUTCROP
 JC0196_SP_SET: ROCK CUT
 JC0196_STAMPING: H 311 1969
 JC0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0196+STABILITY: POSITION/ELEVATION WELL
 JC0196
 JC0196  HISTORY     - Date     Condition        Report By
 JC0196  HISTORY     - 1969     MONUMENTED       CGS
 JC0196  HISTORY     - 19910326 MARK NOT FOUND   USPSQD
 JC0196
 JC0196                          STATION DESCRIPTION
 JC0196
 JC0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0196'AT ST LOUIS.
 JC0196'AT ST LOUIS, ABOUT 1.3 MILES SOUTH ALONG 18 TH STREET FROM THE
 JC0196'UNION RAILROAD STATION, ABOUT 0.1 MILE EAST OF THE JUNCTION OF
 JC0196'18 TH STREET AND GEYER AVENUE, ABOUT 0.1 MILE NORTHEAST OF THE
 JC0196'12 TH BLVD OVERPASS OVER INTERSTATE HIGHWAY 55, SET ON THE TOP
 JC0196'OF A ROCK LEDGE WHICH IS 8 FEET LONG-1/2 FOOT HIGH ON THE EAST
 JC0196'SIDE AND IS PART OF A ROCK CUT ALONG THE NORTHWEST SIDE OF I 55
 JC0196'WHICH IS ABOUT 0.2 MILE LONG AND 25 FEET HIGH AT THE HIGHEST
 JC0196'POINT, 141 1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE 18 TH
 JC0196'STREET ENTRANCE OVERPASS TO THE NORTHBOUND LANE OF I 55, 26
 JC0196'FEET WEST OF THE EDGE OF THE CUT, 1.4 FEET NORTH OF A METAL
 JC0196'WITNESS POST AND 25 FEET ABOVE THE LEVEL OF I 55.
 JC0196
 JC0196                          STATION RECOVERY (1991)
 JC0196
 JC0196'RECOVERY NOTE BY US POWER SQUADRON 1991 (DWS)
 JC0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0474 ***********************************************************************
 HD0474  DESIGNATION -  H 32
 HD0474  PID         -  HD0474
 HD0474  STATE/COUNTY-  MO/CAMDEN
 HD0474  USGS QUAD   -  HAHATONKA (1982)
 HD0474
 HD0474                         *CURRENT SURVEY CONTROL
 HD0474  ___________________________________________________________________
 HD0474* NAD 83(1986)-  37 59 43.     (N)    092 46 12.     (W)     SCALED    
 HD0474* NAVD 88     -       292.082  (meters)     958.27   (feet)  ADJUSTED  
 HD0474  ___________________________________________________________________
 HD0474  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HD0474  DYNAMIC HT  -         291.867 (meters)     957.57  (feet)  COMP
 HD0474  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 HD0474
 HD0474  VERT ORDER  -  SECOND    CLASS 0
 HD0474
 HD0474.The horizontal coordinates were scaled from a topographic map and have
 HD0474.an estimated accuracy of +/- 6 seconds.
 HD0474
 HD0474.The orthometric height was determined by differential leveling
 HD0474.and adjusted by the National Geodetic Survey in June 1991..
 HD0474
 HD0474.The geoid height was determined by GEOID03.
 HD0474
 HD0474.The dynamic height is computed by dividing the NAVD 88
 HD0474.geopotential number by the normal gravity value computed on the
 HD0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0474.degrees latitude (g = 980.6199 gals.).
 HD0474
 HD0474.The modeled gravity was interpolated from observed gravity values.
 HD0474
 HD0474;                    North         East    Units  Estimated Accuracy
 HD0474;SPC MO C     -   239,940.      476,290.      MT  (+/- 180 meters Scaled)
 HD0474
 HD0474                          SUPERSEDED SURVEY CONTROL
 HD0474
 HD0474  NGVD 29 (??/??/92)  291.983  (m)          957.95   (f) ADJ UNCH    2 0
 HD0474
 HD0474.Superseded values are not recommended for survey control.
 HD0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0474.See file dsdata.txt to determine how the superseded data were derived.
 HD0474
 HD0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC201053(NAD 83)
 HD0474_MARKER: DB = BENCH MARK DISK
 HD0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0474_STAMPING: H 32 1934
 HD0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0474+STABILITY: SURFACE MOTION
 HD0474
 HD0474  HISTORY     - Date     Condition        Report By
 HD0474  HISTORY     - 1934     MONUMENTED       CGS
 HD0474  HISTORY     - 1968     GOOD             NGS
 HD0474
 HD0474                          STATION DESCRIPTION
 HD0474
 HD0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0474'1.8 MI W FROM CAMDENTON.
 HD0474'1.8 MILES WEST ALONG U.S. HIGHWAY 54 FROM CAMDENTON, 0.2 MILE
 HD0474'WEST OF A BRICK SERVICE STATION KNOWN IN 1924 AS THE LAKE
 HD0474'SERVICE STATION, 36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HD0474'24 FEET EAST OF A 12-INCH RED-OAK TREE, AND 7.9 FEET NORTH
 HD0474'OF AN 8-INCH RED-OAK TREE.  A STANDARD DISK, STAMPED H 32 1934
 HD0474'AND SET IN THE TOP OF A CONCRETE POST.
 HD0474
 HD0474                          STATION RECOVERY (1968)
 HD0474
 HD0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HD0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1177 ***********************************************************************
 JC1177  DESIGNATION -  H 323
 JC1177  PID         -  JC1177
 JC1177  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1177  USGS QUAD   -  GRANITE CITY (1998)
 JC1177
 JC1177                         *CURRENT SURVEY CONTROL
 JC1177  ___________________________________________________________________
 JC1177* NAD 83(1986)-  38 41 40.     (N)    090 12 32.     (W)     SCALED    
 JC1177* NAVD 88     -       134.681  (meters)     441.87   (feet)  ADJUSTED  
 JC1177  ___________________________________________________________________
 JC1177  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC1177  DYNAMIC HT  -         134.595 (meters)     441.58  (feet)  COMP
 JC1177  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JC1177
 JC1177  VERT ORDER  -  FIRST     CLASS II
 JC1177
 JC1177.The horizontal coordinates were scaled from a topographic map and have
 JC1177.an estimated accuracy of +/- 6 seconds.
 JC1177
 JC1177.The orthometric height was determined by differential leveling
 JC1177.and adjusted by the National Geodetic Survey in June 1991..
 JC1177
 JC1177.The geoid height was determined by GEOID03.
 JC1177
 JC1177.The dynamic height is computed by dividing the NAVD 88
 JC1177.geopotential number by the normal gravity value computed on the
 JC1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1177.degrees latitude (g = 980.6199 gals.).
 JC1177
 JC1177.The modeled gravity was interpolated from observed gravity values.
 JC1177
 JC1177;                    North         East    Units  Estimated Accuracy
 JC1177;SPC MO E     -   317,550.      275,320.      MT  (+/- 180 meters Scaled)
 JC1177
 JC1177                          SUPERSEDED SURVEY CONTROL
 JC1177
 JC1177  NGVD 29 (??/??/??)  134.647  (m)          441.75   (f) ADJUSTED    1 2
 JC1177
 JC1177.Superseded values are not recommended for survey control.
 JC1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1177.See file dsdata.txt to determine how the superseded data were derived.
 JC1177
 JC1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC427865(NAD 83)
 JC1177_MARKER: I = METAL ROD
 JC1177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1177_SP_SET: STAINLESS STEEL ROD
 JC1177_STAMPING: H 323 1981
 JC1177_MARK LOGO: NGS   
 JC1177_PROJECTION: FLUSH
 JC1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC1177+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2003
 JC1177_ROD/PIPE-DEPTH: 8.5  meters
 JC1177
 JC1177  HISTORY     - Date     Condition        Report By
 JC1177  HISTORY     - 1981     MONUMENTED       NGS
 JC1177  HISTORY     - 19910326 MARK NOT FOUND   USPSQD
 JC1177  HISTORY     - 20030327 GOOD             GEOCAC
 JC1177
 JC1177                          STATION DESCRIPTION
 JC1177
 JC1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1177'IN ST LOUIS.
 JC1177'IN ST LOUIS, 4.25 KILOMETERS (2.65 MILES) SOUTH ALONG THE MISSISSIPPI
 JC1177'RIVER LEVEE FROM THE JUNCTION OF THE BURLINGTON NORTHERN OVERPASS
 JC1177'BRIDGE AND RIVERVIEW DRIVE IN THE NORTHEAST SECTION OF ST LOUIS TO THE
 JC1177'END OF THE LEVEE AND THE START OF A CONCRETE RETAINING WALL,
 JC1177'55.78 METERS (183.0 FEET) SOUTHEAST OF THE CENTER OF A Y JUNCTION ON
 JC1177'TOP OF THE LEVEE, 13.11 METERS (43.0 FEET) NORTHWEST OF THE NORTHWEST
 JC1177'EXPOSED END OF THE CONCRETE RETAINING WALL, AND 0.32 METER (1.1 FEET)
 JC1177'NORTHWEST OF A METAL WITNESS POST.
 JC1177'THE MARK IS 0.32 METERS  SE FROM A WITNESS POST.
 JC1177'THE MARK IS ABOVE LEVEL WITH LEVEE.
 JC1177
 JC1177                          STATION RECOVERY (1991)
 JC1177
 JC1177'RECOVERY NOTE BY US POWER SQUADRON 1991 (DWS)
 JC1177'MARK NOT FOUND.
 JC1177
 JC1177                          STATION RECOVERY (2003)
 JC1177
 JC1177'RECOVERY NOTE BY GEOCACHING 2003
 JC1177'ADDED DESCRIPTION -- JC1177 IS NOW IN THE SOUTHWEST CORNER OF THE
 JC1177'FLOOR OF THE HUMBOLT SHELTER (AN OPEN-SIDED REST SHELTER) ALONG THE
 JC1177'ST. LOUIS RIVERFRONT BICYCLE TRAIL.  THE ACCESS COVER IS FLUSH WITH
 JC1177'THE CONCRETE FLOOR.  (LOCATION FROM A QUICK READING OF A HANDHELD
 JC1177'RECREATIONAL MAGELLAN GPS  N38  41.658', W090 12.536'.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1285 ***********************************************************************
 HB1285  DESIGNATION -  H 325
 HB1285  PID         -  HB1285
 HB1285  STATE/COUNTY-  MO/SCOTT
 HB1285  USGS QUAD   -  SCOTT CITY (1993)
 HB1285
 HB1285                         *CURRENT SURVEY CONTROL
 HB1285  ___________________________________________________________________
 HB1285* NAD 83(1986)-  37 13 07.     (N)    089 32 53.     (W)     SCALED    
 HB1285* NAVD 88     -       110.530  (meters)     362.63   (feet)  ADJUSTED  
 HB1285  ___________________________________________________________________
 HB1285  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HB1285  DYNAMIC HT  -         110.450 (meters)     362.37  (feet)  COMP
 HB1285  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HB1285
 HB1285  VERT ORDER  -  FIRST     CLASS II
 HB1285
 HB1285.The horizontal coordinates were scaled from a topographic map and have
 HB1285.an estimated accuracy of +/- 6 seconds.
 HB1285
 HB1285.The orthometric height was determined by differential leveling
 HB1285.and adjusted by the National Geodetic Survey in June 1991..
 HB1285
 HB1285.The geoid height was determined by GEOID03.
 HB1285
 HB1285.The dynamic height is computed by dividing the NAVD 88
 HB1285.geopotential number by the normal gravity value computed on the
 HB1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1285.degrees latitude (g = 980.6199 gals.).
 HB1285
 HB1285.The modeled gravity was interpolated from observed gravity values.
 HB1285
 HB1285;                    North         East    Units  Estimated Accuracy
 HB1285;SPC MO E     -   154,140.      334,490.      MT  (+/- 180 meters Scaled)
 HB1285
 HB1285                          SUPERSEDED SURVEY CONTROL
 HB1285
 HB1285  NGVD 29 (??/??/??)  110.421  (m)          362.27   (f) ADJUSTED    1 2
 HB1285
 HB1285.Superseded values are not recommended for survey control.
 HB1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1285.See file dsdata.txt to determine how the superseded data were derived.
 HB1285
 HB1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG739221(NAD 83)
 HB1285_MARKER: DB = BENCH MARK DISK
 HB1285_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HB1285_SP_SET: ABUTMENT
 HB1285_STAMPING: H 325 1981
 HB1285_MARK LOGO: NGS   
 HB1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1285
 HB1285  HISTORY     - Date     Condition        Report By
 HB1285  HISTORY     - 1981     MONUMENTED       NGS
 HB1285
 HB1285                          STATION DESCRIPTION
 HB1285
 HB1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1285'2.3 KM (1.45 MI) WEST FROM SCOTT CITY.
 HB1285'1.5 KILOMETERS (0.95 MILE) WEST ALONG STATE HIGHWAY K FROM THE POST
 HB1285'OFFICE IN SCOTT CITY, THENCE 0.8 KILOMETER (0.5 MILE) NORTH ALONG
 HB1285'INTERSTATE HIGHWAY 55 TO THE SOUTH END OF THE BRIDGE OVER RAMSEY CREEK
 HB1285'AND THE MARK ON THE RIGHT, SET HORIZONTALLY IN TOP OF THE EAST
 HB1285'EXTENSION OF THE ABUTMENT OF THE BRIDGE, 6.25 METERS (20.5 FEET)
 HB1285'NORTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY,
 HB1285'0.12 METER (0.4 FOOT) WEST OF THE EAST END OF THE EXTENSION.
 HB1285'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1816 ***********************************************************************
 HB1816  DESIGNATION -  H 325 RESET
 HB1816  PID         -  HB1816
 HB1816  STATE/COUNTY-  MO/SCOTT
 HB1816  USGS QUAD   -  SCOTT CITY (1993)
 HB1816
 HB1816                         *CURRENT SURVEY CONTROL
 HB1816  ___________________________________________________________________
 HB1816* NAD 83(1986)-  37 13 07.     (N)    089 32 53.     (W)     SCALED    
 HB1816* NAVD 88     -       110.43   (meters)     362.3    (feet)  RESET     
 HB1816  ___________________________________________________________________
 HB1816  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HB1816
 HB1816  VERT ORDER  -  THIRD
 HB1816
 HB1816.The horizontal coordinates were scaled from a topographic map and have
 HB1816.an estimated accuracy of +/- 6 seconds.
 HB1816
 HB1816.The orthometric height was computed from unverified reset data.
 HB1816.No vertical observational check was made to the station.
 HB1816
 HB1816.The geoid height was determined by GEOID03.
 HB1816
 HB1816;                    North         East    Units  Estimated Accuracy
 HB1816;SPC MO E     -   154,140.      334,490.      MT  (+/- 180 meters Scaled)
 HB1816
 HB1816                          SUPERSEDED SURVEY CONTROL
 HB1816
 HB1816  NGVD 29 (02/22/06)  110.32   (m)          361.9    (f) RESET       3  
 HB1816
 HB1816.Superseded values are not recommended for survey control.
 HB1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1816.See file dsdata.txt to determine how the superseded data were derived.
 HB1816
 HB1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG739221(NAD 83)
 HB1816_MARKER: DV = VERTICAL CONTROL DISK
 HB1816_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HB1816_SP_SET: BRIDGE ABUTMENT
 HB1816_STAMPING: H 325 RESET 1989
 HB1816_MARK LOGO: NGS   
 HB1816_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1816+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2002
 HB1816
 HB1816  HISTORY     - Date     Condition        Report By
 HB1816  HISTORY     - 1990     MONUMENTED       MOHC
 HB1816  HISTORY     - 20020810 GOOD             USACE
 HB1816
 HB1816                          STATION DESCRIPTION
 HB1816
 HB1816'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1990
 HB1816'0.95 MILES (1.53 KM) WEST ALONG STATE HIGHWAY K FROM THE POST OFFICE
 HB1816'IN SCOTT CITY, THENCE 0.5 MILES (0.8 KM) NORTH ALONG INTERSTATE
 HB1816'HIGHWAY 55 TO THE SOUTH END OF THE BRIDGE OVER RAMSEY CREEK, IN
 HB1816'BRIDGE L298R1.
 HB1816
 HB1816                          STATION RECOVERY (2002)
 HB1816
 HB1816'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1816'THE STATION IS TOO CLOSE TO NORTH BOUND TRAFFIC FOR SAFE OCCUPATION.
 HB1816'MARK IS 3 FT WEST OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0979 ***********************************************************************
 KD0979  DESIGNATION -  H 326
 KD0979  PID         -  KD0979
 KD0979  STATE/COUNTY-  MO/SALINE
 KD0979  USGS QUAD   -  SLATER (1971)
 KD0979
 KD0979                         *CURRENT SURVEY CONTROL
 KD0979  ___________________________________________________________________
 KD0979* NAD 83(1986)-  39 07 45.     (N)    093 05 40.     (W)     SCALED    
 KD0979* NAVD 88     -       238.539  (meters)     782.61   (feet)  ADJUSTED  
 KD0979  ___________________________________________________________________
 KD0979  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0979  DYNAMIC HT  -         238.390 (meters)     782.12  (feet)  COMP
 KD0979  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 KD0979
 KD0979  VERT ORDER  -  FIRST     CLASS II
 KD0979
 KD0979.The horizontal coordinates were scaled from a topographic map and have
 KD0979.an estimated accuracy of +/- 6 seconds.
 KD0979
 KD0979.The orthometric height was determined by differential leveling
 KD0979.and adjusted by the National Geodetic Survey in June 1991..
 KD0979
 KD0979.The geoid height was determined by GEOID03.
 KD0979
 KD0979.The dynamic height is computed by dividing the NAVD 88
 KD0979.geopotential number by the normal gravity value computed on the
 KD0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0979.degrees latitude (g = 980.6199 gals.).
 KD0979
 KD0979.The modeled gravity was interpolated from observed gravity values.
 KD0979
 KD0979;                    North         East    Units  Estimated Accuracy
 KD0979;SPC MO C     -   365,940.      448,600.      MT  (+/- 180 meters Scaled)
 KD0979
 KD0979                          SUPERSEDED SURVEY CONTROL
 KD0979
 KD0979.No superseded survey control is available for this station.
 KD0979
 KD0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD918311(NAD 83)
 KD0979_MARKER: I = METAL ROD
 KD0979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0979_SP_SET: STAINLESS STEEL ROD
 KD0979_STAMPING: H 326 1986
 KD0979_MARK LOGO: NGS   
 KD0979_PROJECTION: FLUSH
 KD0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0979_ROD/PIPE-DEPTH: 6.4  meters
 KD0979
 KD0979  HISTORY     - Date     Condition        Report By
 KD0979  HISTORY     - 1986     MONUMENTED       NGS
 KD0979  HISTORY     - 1990     GOOD             USPSQD
 KD0979
 KD0979                          STATION DESCRIPTION
 KD0979
 KD0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0979'11.2 KM (6.95 MI) EAST FROM MARSHALL.
 KD0979'11.2 KM (6.95 MI) EASTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0979'WITH U.S. HIGHWAY 65 IN MARSHALL, 19.0 M (62.3 FT) NORTHEAST OF A
 KD0979'UTILITY POLE WITH 3 GUY WIRES, 17.6 M (57.7 FT) NORTHWEST OF THE
 KD0979'HIGHWAY CENTERLINE, 9.8 M (32.2 FT) NORTHWEST OF THE NORTHEAST END OF
 KD0979'A METAL DRAIN PIPE, AND 2.1 M (6.9 FT) SOUTHWEST OF A FENCE CORNER.
 KD0979'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0979'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 KD0979'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KD0979
 KD0979                          STATION RECOVERY (1990)
 KD0979
 KD0979'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0951 ***********************************************************************
 KD0951  DESIGNATION -  H 327
 KD0951  PID         -  KD0951
 KD0951  STATE/COUNTY-  MO/LAFAYETTE
 KD0951  USGS QUAD   -  WAVERLY (1979)
 KD0951
 KD0951                         *CURRENT SURVEY CONTROL
 KD0951  ___________________________________________________________________
 KD0951* NAD 83(1986)-  39 12 11.     (N)    093 32 04.     (W)     SCALED    
 KD0951* NAVD 88     -       246.897  (meters)     810.03   (feet)  ADJUSTED  
 KD0951  ___________________________________________________________________
 KD0951  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KD0951  DYNAMIC HT  -         246.745 (meters)     809.53  (feet)  COMP
 KD0951  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 KD0951
 KD0951  VERT ORDER  -  FIRST     CLASS II
 KD0951
 KD0951.The horizontal coordinates were scaled from a topographic map and have
 KD0951.an estimated accuracy of +/- 6 seconds.
 KD0951
 KD0951.The orthometric height was determined by differential leveling
 KD0951.and adjusted by the National Geodetic Survey in June 1991..
 KD0951
 KD0951.The geoid height was determined by GEOID03.
 KD0951
 KD0951.The dynamic height is computed by dividing the NAVD 88
 KD0951.geopotential number by the normal gravity value computed on the
 KD0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0951.degrees latitude (g = 980.6199 gals.).
 KD0951
 KD0951.The modeled gravity was interpolated from observed gravity values.
 KD0951
 KD0951;                    North         East    Units  Estimated Accuracy
 KD0951;SPC MO W     -   337,440.      933,400.      MT  (+/- 180 meters Scaled)
 KD0951
 KD0951                          SUPERSEDED SURVEY CONTROL
 KD0951
 KD0951.No superseded survey control is available for this station.
 KD0951
 KD0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD538394(NAD 83)
 KD0951_MARKER: I = METAL ROD
 KD0951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0951_SP_SET: STAINLESS STEEL ROD
 KD0951_STAMPING: H 327 1986
 KD0951_MARK LOGO: NGS   
 KD0951_PROJECTION: FLUSH
 KD0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0951_ROD/PIPE-DEPTH: 13.2 meters
 KD0951
 KD0951  HISTORY     - Date     Condition        Report By
 KD0951  HISTORY     - 1986     MONUMENTED       NGS
 KD0951
 KD0951                          STATION DESCRIPTION
 KD0951
 KD0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0951'30.6 KM (19.0 MI) WEST FROM MARSHALL.
 KD0951'28.6 KM (17.75 MI) WESTERLY ALONG U.S. HIGHWAY 65 FROM ITS JUNCTION
 KD0951'WITH STATE HIGHWAY 240 IN MARSHALL, THENCE 2.0 KM (1.25 MI) WESTERLY
 KD0951'ALONG U.S. HIGHWAY 24, 18.2 M (59.7 FT) SOUTHEAST OF THE HIGHWAY
 KD0951'CENTER, 7.4 M (24.3 FT) EAST OF THE CENTER OF COUNTY ROAD 273, AND 1.0
 KD0951'M (3.3 FT) SOUTH OF A UTILTIY POLE WITH A GUY WIRE.  NOTE--ACCESS TO
 KD0951'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0951'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KD0951'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1117 ***********************************************************************
 KE1117  DESIGNATION -  H 328
 KE1117  PID         -  KE1117
 KE1117  STATE/COUNTY-  MO/JACKSON
 KE1117  USGS QUAD   -  INDEPENDENCE (1990)
 KE1117
 KE1117                         *CURRENT SURVEY CONTROL
 KE1117  ___________________________________________________________________
 KE1117* NAD 83(1986)-  39 07 01.     (N)    094 23 05.     (W)     SCALED    
 KE1117* NAVD 88     -       304.327  (meters)     998.45   (feet)  ADJUSTED  
 KE1117  ___________________________________________________________________
 KE1117  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KE1117  DYNAMIC HT  -         304.130 (meters)     997.80  (feet)  COMP
 KE1117  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 KE1117
 KE1117  VERT ORDER  -  FIRST     CLASS II
 KE1117
 KE1117.The horizontal coordinates were scaled from a topographic map and have
 KE1117.an estimated accuracy of +/- 6 seconds.
 KE1117
 KE1117.The orthometric height was determined by differential leveling
 KE1117.and adjusted by the National Geodetic Survey in June 1991..
 KE1117
 KE1117.The geoid height was determined by GEOID03.
 KE1117
 KE1117.The dynamic height is computed by dividing the NAVD 88
 KE1117.geopotential number by the normal gravity value computed on the
 KE1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1117.degrees latitude (g = 980.6199 gals.).
 KE1117
 KE1117.The modeled gravity was interpolated from observed gravity values.
 KE1117
 KE1117;                    North         East    Units  Estimated Accuracy
 KE1117;SPC MO W     -   327,440.      859,970.      MT  (+/- 180 meters Scaled)
 KE1117
 KE1117                          SUPERSEDED SURVEY CONTROL
 KE1117
 KE1117.No superseded survey control is available for this station.
 KE1117
 KE1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD802306(NAD 83)
 KE1117_MARKER: DB = BENCH MARK DISK
 KE1117_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1117_SP_SET: PIER
 KE1117_STAMPING: H 328 1986
 KE1117_MARK LOGO: NGS   
 KE1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1117+STABILITY: POSITION/ELEVATION WELL
 KE1117
 KE1117  HISTORY     - Date     Condition        Report By
 KE1117  HISTORY     - 1986     MONUMENTED       NGS
 KE1117  HISTORY     - 20050904 MARK NOT FOUND   GEOCAC
 KE1117
 KE1117                          STATION DESCRIPTION
 KE1117
 KE1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1117'IN INDEPENDENCE.
 KE1117'IN INDEPENDENCE, AT THE INTERSECTION OF STATE HIGHWAY 291 AND U.S.
 KE1117'HIGHWAY 24, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY 1
 KE1117'OF 4 COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE U.S.
 KE1117'HIGHWAY OVERPASS OF THE STATE HIGHWAY, AND 7.0 M (23.0 FT) EAST OF THE
 KE1117'STATE HIGHWAY CENTERLINE.
 KE1117'THE MARK IS 1.4 M ABOVE THE GROUND.
 KE1117
 KE1117                          STATION RECOVERY (2005)
 KE1117
 KE1117'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1117'THE OVERPASS APPEARS TO HAVE BEEN REPLACED SINCE 1986.  THE CURRENT
 KE1117'OVERPASS HAS ONE PIER IN THE MEDIAN.  DATES STENCILED ON SEVERAL OF
 KE1117'THE PRECAST CONC. GRIDERS THAT INDICATES THE REPLACEMENT WAS CA. 1999.
 KE1117' 
 KE1117' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1128 ***********************************************************************
 KE1128  DESIGNATION -  H 329
 KE1128  PID         -  KE1128
 KE1128  STATE/COUNTY-  MO/JACKSON
 KE1128  USGS QUAD   -  BUCKNER (1990)
 KE1128
 KE1128                         *CURRENT SURVEY CONTROL
 KE1128  ___________________________________________________________________
 KE1128* NAD 83(1986)-  39 08 08.     (N)    094 10 54.     (W)     SCALED    
 KE1128* NAVD 88     -       226.819  (meters)     744.16   (feet)  ADJUSTED  
 KE1128  ___________________________________________________________________
 KE1128  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1128  DYNAMIC HT  -         226.675 (meters)     743.68  (feet)  COMP
 KE1128  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 KE1128
 KE1128  VERT ORDER  -  FIRST     CLASS II
 KE1128
 KE1128.The horizontal coordinates were scaled from a topographic map and have
 KE1128.an estimated accuracy of +/- 6 seconds.
 KE1128
 KE1128.The orthometric height was determined by differential leveling
 KE1128.and adjusted by the National Geodetic Survey in June 1991..
 KE1128
 KE1128.The geoid height was determined by GEOID03.
 KE1128
 KE1128.The dynamic height is computed by dividing the NAVD 88
 KE1128.geopotential number by the normal gravity value computed on the
 KE1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1128.degrees latitude (g = 980.6199 gals.).
 KE1128
 KE1128.The modeled gravity was interpolated from observed gravity values.
 KE1128
 KE1128;                    North         East    Units  Estimated Accuracy
 KE1128;SPC MO W     -   329,550.      877,520.      MT  (+/- 180 meters Scaled)
 KE1128
 KE1128                          SUPERSEDED SURVEY CONTROL
 KE1128
 KE1128.No superseded survey control is available for this station.
 KE1128
 KE1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD978324(NAD 83)
 KE1128_MARKER: DB = BENCH MARK DISK
 KE1128_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1128_SP_SET: PIER
 KE1128_STAMPING: H 329 1986
 KE1128_MARK LOGO: NGS   
 KE1128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1128+STABILITY: POSITION/ELEVATION WELL
 KE1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1128+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 KE1128
 KE1128  HISTORY     - Date     Condition        Report By
 KE1128  HISTORY     - 1986     MONUMENTED       NGS
 KE1128  HISTORY     - 20051001 GOOD             GEOCAC
 KE1128
 KE1128                          STATION DESCRIPTION
 KE1128
 KE1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1128'18.3 KM (11.4 MI) EAST FROM INDEPENDENCE.
 KE1128'18.3 KM (11.35 MI) EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION
 KE1128'WITH STATE HIGHWAY 291 IN INDEPENDENCE, SET VERTICALLY IN THE WEST
 KE1128'FACE OF THE MOST WESTERLY 1 OF 3 COLUMNS OF THE FIRST PIER NORTHWEST
 KE1128'OF THE SOUTHEAST ABUTMENT OF THE WEST BOUND HIGHWAY OVERPASS OF THE
 KE1128'MISSOURI PACIFIC RAILROAD, 10.8 M (35.4 FT) SOUTH OF THE NEAR RAIL,
 KE1128'AND 4.9 M (16.1 FT) SOUTHWEST OF THE HIGHWAY CENTER.
 KE1128'THE MARK IS 1.2 M ABOVE THE GROUND.
 KE1128
 KE1128                          STATION RECOVERY (2005)
 KE1128
 KE1128'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0282 ***********************************************************************
 JD0282  DESIGNATION -  H 33
 JD0282  PID         -  JD0282
 JD0282  STATE/COUNTY-  MO/MORGAN
 JD0282  USGS QUAD   -  VERSAILLES (1982)
 JD0282
 JD0282                         *CURRENT SURVEY CONTROL
 JD0282  ___________________________________________________________________
 JD0282* NAD 83(1986)-  38 26 38.     (N)    092 49 32.     (W)     SCALED    
 JD0282* NAVD 88     -       310.134  (meters)    1017.50   (feet)  ADJUSTED  
 JD0282  ___________________________________________________________________
 JD0282  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JD0282  DYNAMIC HT  -         309.911 (meters)    1016.77  (feet)  COMP
 JD0282  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 JD0282
 JD0282  VERT ORDER  -  SECOND    CLASS 0
 JD0282
 JD0282.The horizontal coordinates were scaled from a topographic map and have
 JD0282.an estimated accuracy of +/- 6 seconds.
 JD0282
 JD0282.The orthometric height was determined by differential leveling
 JD0282.and adjusted by the National Geodetic Survey in June 1991..
 JD0282
 JD0282.The geoid height was determined by GEOID03.
 JD0282
 JD0282.The dynamic height is computed by dividing the NAVD 88
 JD0282.geopotential number by the normal gravity value computed on the
 JD0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0282.degrees latitude (g = 980.6199 gals.).
 JD0282
 JD0282.The modeled gravity was interpolated from observed gravity values.
 JD0282
 JD0282;                    North         East    Units  Estimated Accuracy
 JD0282;SPC MO C     -   289,750.      471,580.      MT  (+/- 180 meters Scaled)
 JD0282
 JD0282                          SUPERSEDED SURVEY CONTROL
 JD0282
 JD0282  NGVD 29 (??/??/92)  310.020  (m)         1017.12   (f) ADJ UNCH    2 0
 JD0282
 JD0282.Superseded values are not recommended for survey control.
 JD0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0282.See file dsdata.txt to determine how the superseded data were derived.
 JD0282
 JD0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC152550(NAD 83)
 JD0282_MARKER: DB = BENCH MARK DISK
 JD0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0282_STAMPING: H 33 1934
 JD0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0282+STABILITY: SURFACE MOTION
 JD0282
 JD0282  HISTORY     - Date     Condition        Report By
 JD0282  HISTORY     - 1934     MONUMENTED       CGS
 JD0282  HISTORY     - 1963     GOOD             NGS
 JD0282
 JD0282                          STATION DESCRIPTION
 JD0282
 JD0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0282'0.8 MI E FROM VERSAILLES.
 JD0282'ABOUT 0.8 MILE EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0282'RAILROAD FROM THE STATION AT VERSAILLES, IN SECTION 32, T 43 N,
 JD0282'R 17 W, 0.15 MILE EAST OF THE CROSSING WITH STATE HIGHWAY 52,
 JD0282'6 1/2 FEET NORTHEAST OF THE 8TH TELEPHONE POLE WEST OF MILEPOST
 JD0282'176, 43 FEET NORTH OF THE NORTH RAIL, 8 FEET WEST OF THE CENTER
 JD0282'OF A GATE, 2.0 FEET SOUTH OF A FENCE, 3 1/2 FEET BELOW THE LEVEL
 JD0282'OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0282'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0999 ***********************************************************************
 KD0999  DESIGNATION -  H 330
 KD0999  PID         -  KD0999
 KD0999  STATE/COUNTY-  MO/HOWARD
 KD0999  USGS QUAD   -  GLASGOW (1971)
 KD0999
 KD0999                         *CURRENT SURVEY CONTROL
 KD0999  ___________________________________________________________________
 KD0999* NAD 83(1986)-  39 08 07.     (N)    092 50 21.     (W)     SCALED    
 KD0999* NAVD 88     -       236.765  (meters)     776.79   (feet)  ADJUSTED  
 KD0999  ___________________________________________________________________
 KD0999  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD0999  DYNAMIC HT  -         236.617 (meters)     776.30  (feet)  COMP
 KD0999  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 KD0999
 KD0999  VERT ORDER  -  FIRST     CLASS II
 KD0999
 KD0999.The horizontal coordinates were scaled from a topographic map and have
 KD0999.an estimated accuracy of +/- 6 seconds.
 KD0999
 KD0999.The orthometric height was determined by differential leveling
 KD0999.and adjusted by the National Geodetic Survey in June 1991..
 KD0999
 KD0999.The geoid height was determined by GEOID03.
 KD0999
 KD0999.The dynamic height is computed by dividing the NAVD 88
 KD0999.geopotential number by the normal gravity value computed on the
 KD0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0999.degrees latitude (g = 980.6199 gals.).
 KD0999
 KD0999.The modeled gravity was interpolated from observed gravity values.
 KD0999
 KD0999;                    North         East    Units  Estimated Accuracy
 KD0999;SPC MO C     -   366,500.      470,680.      MT  (+/- 180 meters Scaled)
 KD0999
 KD0999                          SUPERSEDED SURVEY CONTROL
 KD0999
 KD0999.No superseded survey control is available for this station.
 KD0999
 KD0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD139318(NAD 83)
 KD0999_MARKER: I = METAL ROD
 KD0999_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0999_SP_SET: STAINLESS STEEL ROD
 KD0999_STAMPING: H 330 1986
 KD0999_MARK LOGO: NGS   
 KD0999_PROJECTION: FLUSH
 KD0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0999_ROD/PIPE-DEPTH: 9.3  meters
 KD0999
 KD0999  HISTORY     - Date     Condition        Report By
 KD0999  HISTORY     - 1986     MONUMENTED       NGS
 KD0999
 KD0999                          STATION DESCRIPTION
 KD0999
 KD0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0999'10.2 KM (6.35 MI) SOUTH FROM GLASGOW.
 KD0999'10.2 KM (6.35 MI) SOUTHERLY ALONG STATE HIGHWAY 87 FROM ITS JUNCTION
 KD0999'WITH STATE HIGHWAY 240 IN GLASGOW, 21.1 M (69.2 FT) SOUTH OF A UTILITY
 KD0999'POLE, 9.3 M (30.5 FT) EAST OF THE HIGHWAY CENTERLINE, AND 6.2 M (20.3
 KD0999'FT) NORTH OF THE CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO DATUM
 KD0999'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0999'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2431 ***********************************************************************
 JD2431  DESIGNATION -  H 331
 JD2431  PID         -  JD2431
 JD2431  STATE/COUNTY-  MO/MONITEAU
 JD2431  USGS QUAD   -  PRAIRIE HOME (1985)
 JD2431
 JD2431                         *CURRENT SURVEY CONTROL
 JD2431  ___________________________________________________________________
 JD2431* NAD 83(1986)-  38 48 23.     (N)    092 30 47.     (W)     SCALED    
 JD2431* NAVD 88     -       254.732  (meters)     835.73   (feet)  ADJUSTED  
 JD2431  ___________________________________________________________________
 JD2431  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2431  DYNAMIC HT  -         254.561 (meters)     835.17  (feet)  COMP
 JD2431  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 JD2431
 JD2431  VERT ORDER  -  FIRST     CLASS II
 JD2431
 JD2431.The horizontal coordinates were scaled from a topographic map and have
 JD2431.an estimated accuracy of +/- 6 seconds.
 JD2431
 JD2431.The orthometric height was determined by differential leveling
 JD2431.and adjusted by the National Geodetic Survey in June 1991..
 JD2431
 JD2431.The geoid height was determined by GEOID03.
 JD2431
 JD2431.The dynamic height is computed by dividing the NAVD 88
 JD2431.geopotential number by the normal gravity value computed on the
 JD2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2431.degrees latitude (g = 980.6199 gals.).
 JD2431
 JD2431.The modeled gravity was interpolated from observed gravity values.
 JD2431
 JD2431;                    North         East    Units  Estimated Accuracy
 JD2431;SPC MO C     -   329,940.      498,870.      MT  (+/- 180 meters Scaled)
 JD2431
 JD2431                          SUPERSEDED SURVEY CONTROL
 JD2431
 JD2431.No superseded survey control is available for this station.
 JD2431
 JD2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC422954(NAD 83)
 JD2431_MARKER: I = METAL ROD
 JD2431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2431_SP_SET: STAINLESS STEEL ROD
 JD2431_STAMPING: H 331 1986
 JD2431_MARK LOGO: NGS   
 JD2431_PROJECTION: PROJECTING 3 CENTIMETERS
 JD2431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2431_ROD/PIPE-DEPTH: 4.6  meters
 JD2431
 JD2431  HISTORY     - Date     Condition        Report By
 JD2431  HISTORY     - 1986     MONUMENTED       NGS
 JD2431
 JD2431                          STATION DESCRIPTION
 JD2431
 JD2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2431'31.5 KM (19.6 MI) SE FROM BOONVILLE.
 JD2431'31.5 KM (19.55 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2431'COURTHOUSE IN BOONVILLE, 60.9 M (199.8 FT) SOUTHEAST OF THE EXTENDED
 JD2431'CENTER OF STATE HIGHWAY 179, 12.1 M (39.7 FT) WEST-SOUTHWEST OF THE
 JD2431'HIGHWAY CENTERLINE, AND 0.8 M (2.6 FT) NORTHWEST OF A UTILITY POLE.
 JD2431'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2431'THE MARK IS 0.3 METERS  ENE FROM  A WITNESS POST AND FENCE
 JD2431'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2448 ***********************************************************************
 JD2448  DESIGNATION -  H 332
 JD2448  PID         -  JD2448
 JD2448  STATE/COUNTY-  MO/COLE
 JD2448  USGS QUAD   -  HARTSBURG (1981)
 JD2448
 JD2448                         *CURRENT SURVEY CONTROL
 JD2448  ___________________________________________________________________
 JD2448* NAD 83(1986)-  38 40 11.     (N)    092 21 34.     (W)     SCALED    
 JD2448* NAVD 88     -       180.475  (meters)     592.11   (feet)  ADJUSTED  
 JD2448  ___________________________________________________________________
 JD2448  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JD2448  DYNAMIC HT  -         180.355 (meters)     591.71  (feet)  COMP
 JD2448  MODELED GRAV-     979,964.2   (mgal)                       NAVD 88
 JD2448
 JD2448  VERT ORDER  -  FIRST     CLASS II
 JD2448
 JD2448.The horizontal coordinates were scaled from a topographic map and have
 JD2448.an estimated accuracy of +/- 6 seconds.
 JD2448
 JD2448.The orthometric height was determined by differential leveling
 JD2448.and adjusted by the National Geodetic Survey in June 1991..
 JD2448
 JD2448.The geoid height was determined by GEOID03.
 JD2448
 JD2448.The dynamic height is computed by dividing the NAVD 88
 JD2448.geopotential number by the normal gravity value computed on the
 JD2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2448.degrees latitude (g = 980.6199 gals.).
 JD2448
 JD2448.The modeled gravity was interpolated from observed gravity values.
 JD2448
 JD2448;                    North         East    Units  Estimated Accuracy
 JD2448;SPC MO C     -   314,780.      512,230.      MT  (+/- 180 meters Scaled)
 JD2448
 JD2448                          SUPERSEDED SURVEY CONTROL
 JD2448
 JD2448.No superseded survey control is available for this station.
 JD2448
 JD2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC557803(NAD 83)
 JD2448_MARKER: I = METAL ROD
 JD2448_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JD2448_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JD2448_STAMPING: H 332 1986
 JD2448_MARK LOGO: NGS   
 JD2448_PROJECTION: FLUSH
 JD2448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2448+STABILITY: POSITION/ELEVATION WELL
 JD2448_ROD/PIPE-DEPTH: 7.9  meters
 JD2448_SLEEVE-DEPTH  : 3.0 meters
 JD2448
 JD2448  HISTORY     - Date     Condition        Report By
 JD2448  HISTORY     - 1986     MONUMENTED       NGS
 JD2448
 JD2448                          STATION DESCRIPTION
 JD2448
 JD2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2448'17.7 KM (11.0 MI) NE FROM JEFFERSON CITY.
 JD2448'17.7 KM (11.0 MI) NORTHEASTERLY ALONG STATE HIGHWAY 179 FROM ITS
 JD2448'JUNCTION WITH U.S. HIGHWAY 50 IN JEFFERSON CITY, 42.2 M (138.5 FT)
 JD2448'SOUTHWEST OF THE HIGHWAY CENTERLINE, AND 19.5 M (64.0 FT) SOUTHEAST OF
 JD2448'THE CENTERLINE OF COUNTY ROAD Z. NOTE--ACCESS TO DATUM POINT IS HAD
 JD2448'THROUGH A 5-INCH LOGO CAP.
 JD2448'THE MARK IS 4.9 METERS  N FROM  A WITNESS POST AND FENCE
 JD2448'THE MARK IS 4.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2396 ***********************************************************************
 JD2396  DESIGNATION -  H 333
 JD2396  PID         -  JD2396
 JD2396  STATE/COUNTY-  MO/OSAGE
 JD2396  USGS QUAD   -  WESTPHALIA WEST (1987)
 JD2396
 JD2396                         *CURRENT SURVEY CONTROL
 JD2396  ___________________________________________________________________
 JD2396* NAD 83(1986)-  38 29 34.     (N)    092 00 29.     (W)     SCALED    
 JD2396* NAVD 88     -       175.481  (meters)     575.72   (feet)  ADJUSTED  
 JD2396  ___________________________________________________________________
 JD2396  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD2396  DYNAMIC HT  -         175.362 (meters)     575.33  (feet)  COMP
 JD2396  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 JD2396
 JD2396  VERT ORDER  -  FIRST     CLASS II
 JD2396
 JD2396.The horizontal coordinates were scaled from a topographic map and have
 JD2396.an estimated accuracy of +/- 6 seconds.
 JD2396
 JD2396.The orthometric height was determined by differential leveling
 JD2396.and adjusted by the National Geodetic Survey in June 1991..
 JD2396
 JD2396.The geoid height was determined by GEOID03.
 JD2396
 JD2396.The dynamic height is computed by dividing the NAVD 88
 JD2396.geopotential number by the normal gravity value computed on the
 JD2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2396.degrees latitude (g = 980.6199 gals.).
 JD2396
 JD2396.The modeled gravity was interpolated from observed gravity values.
 JD2396
 JD2396;                    North         East    Units  Estimated Accuracy
 JD2396;SPC MO C     -   295,240.      542,920.      MT  (+/- 180 meters Scaled)
 JD2396
 JD2396                          SUPERSEDED SURVEY CONTROL
 JD2396
 JD2396.No superseded survey control is available for this station.
 JD2396
 JD2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC865609(NAD 83)
 JD2396_MARKER: DV = VERTICAL CONTROL DISK
 JD2396_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JD2396_SP_SET: ABUTMENT
 JD2396_STAMPING: H 333 1986
 JD2396_MARK LOGO: NGS   
 JD2396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2396
 JD2396  HISTORY     - Date     Condition        Report By
 JD2396  HISTORY     - 1986     MONUMENTED       NGS
 JD2396  HISTORY     - 19890718 GOOD             NGS
 JD2396
 JD2396                          STATION DESCRIPTION
 JD2396
 JD2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2396'19.3 KM (12.0 MI) EAST FROM JEFFERSON CITY.
 JD2396'19.4 KM (12.05 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JD2396'WITH U.S. HIGHWAY 54 IN JEFFERSON CITY, SET VERTICALLY IN THE WEST
 JD2396'FACE OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A HIGHWAY
 JD2396'BRIDGE SPANNING THE OSAGE RIVER, 4.9 M (16.1 FT) SOUTH OF THE HIGHWAY
 JD2396'CENTERLINE, AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE ABUTMENT.
 JD2396'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 JD2396
 JD2396                          STATION RECOVERY (1989)
 JD2396
 JD2396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD2396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1335 ***********************************************************************
 JC1335  DESIGNATION -  H 334
 JC1335  PID         -  JC1335
 JC1335  STATE/COUNTY-  MO/FRANKLIN
 JC1335  USGS QUAD   -  NEW HAVEN (1973)
 JC1335
 JC1335                         *CURRENT SURVEY CONTROL
 JC1335  ___________________________________________________________________
 JC1335* NAD 83(1997)-  38 35 46.38744(N)    091 11 23.85743(W)     ADJUSTED  
 JC1335* NAVD 88     -       194.948  (meters)     639.59   (feet)  ADJUSTED  
 JC1335  ___________________________________________________________________
 JC1335  X           -    -103,660.503 (meters)                     COMP
 JC1335  Y           -  -4,990,464.680 (meters)                     COMP
 JC1335  Z           -   3,957,484.876 (meters)                     COMP
 JC1335  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 JC1335  ELLIP HEIGHT-         163.63  (meters)          (02/17/00) GPS OBS
 JC1335  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JC1335  DYNAMIC HT  -         194.824 (meters)     639.19  (feet)  COMP
 JC1335  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JC1335
 JC1335  HORZ ORDER  -  FIRST
 JC1335  VERT ORDER  -  FIRST     CLASS II
 JC1335  ELLP ORDER  -  FOURTH    CLASS I
 JC1335
 JC1335.The horizontal coordinates were established by GPS observations
 JC1335.and adjusted by the National Geodetic Survey in February 2000..
 JC1335
 JC1335.The orthometric height was determined by differential leveling
 JC1335.and adjusted by the National Geodetic Survey in June 1991..
 JC1335
 JC1335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1335
 JC1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1335
 JC1335.The ellipsoidal height was determined by GPS observations
 JC1335.and is referenced to NAD 83.
 JC1335
 JC1335.The geoid height was determined by GEOID03.
 JC1335
 JC1335.The dynamic height is computed by dividing the NAVD 88
 JC1335.geopotential number by the normal gravity value computed on the
 JC1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1335.degrees latitude (g = 980.6199 gals.).
 JC1335
 JC1335.The modeled gravity was interpolated from observed gravity values.
 JC1335
 JC1335;                    North         East     Units Scale Factor Converg.
 JC1335;SPC MO E     -   306,835.124   189,896.680   MT  0.99997780   -0 25 49.5
 JC1335;UTM  15      - 4,273,523.600   657,627.290   MT  0.99990598   +1 07 45.8
 JC1335
 JC1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1335!SPC MO E     -   0.99997433  x   0.99997780  =   0.99995213
 JC1335!UTM  15      -   0.99997433  x   0.99990598  =   0.99988031
 JC1335
 JC1335                          SUPERSEDED SURVEY CONTROL
 JC1335
 JC1335  NAD 83(1997)-  38 35 46.39269(N)    091 11 23.85836(W) AD(       ) 1
 JC1335  NAD 83(1986)-  38 35 46.40449(N)    091 11 23.85802(W) AD(       ) 1
 JC1335  NAVD 88 (01/22/97)  194.9    (m)          639.     (f) LEVELING    3  
 JC1335
 JC1335.Superseded values are not recommended for survey control.
 JC1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1335.See file dsdata.txt to determine how the superseded data were derived.
 JC1335
 JC1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5762773524(NAD 83)
 JC1335_MARKER: I = METAL ROD
 JC1335_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1335+WITH SETTING: INFORMATION.
 JC1335_SP_SET: SHALLOW-SET METAL ROD
 JC1335_STAMPING: H 334 1986
 JC1335_MARK LOGO: NGS   
 JC1335_PROJECTION: FLUSH
 JC1335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JC1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1335+STABILITY: SURFACE MOTION
 JC1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1335+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 JC1335_ROD/PIPE-DEPTH: 2.7  meters
 JC1335
 JC1335  HISTORY     - Date     Condition        Report By
 JC1335  HISTORY     - 1986     MONUMENTED       NGS
 JC1335  HISTORY     - 19950119 GOOD             MODNR
 JC1335  HISTORY     - 20040629 GOOD             USGS
 JC1335
 JC1335                          STATION DESCRIPTION
 JC1335
 JC1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1335'18.3 KM (11.4 MI) WEST FROM WASHINGTON.
 JC1335'18.3 KM (11.35 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1335'WITH STATE HIGHWAY 47 IN WASHINGTON, 12.2 M (40.0 FT) SOUTH OF THE
 JC1335'CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) EAST OF THE CENTER OF A
 JC1335'GRAVELED DRIVEWAY AND CATTLE GUARD, 3.8 M (12.5 FT) EAST OF A FENCE
 JC1335'CORNER, AND 3.7 M (12.1 FT) WEST OF A UTILITY POLE WITH A GUY WIRE.
 JC1335'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JC1335'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JC1335
 JC1335                          STATION RECOVERY (1995)
 JC1335
 JC1335'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1335'THE STATION IS AN NGS FLANGE-ENCASED BENCH MARK ROD WITH ACCESS
 JC1335'THROUGH A LOGO CAP.  THE AZIMUTH MARK IS A STANDARD MO DNR GRS
 JC1335'MONUMENT INSTALLATION. THE STATION IS LOCATED ABOUT 14 MI (22.5 KM)
 JC1335'NORTHWEST OF UNION, MO, 11 MI (17.7 KM) WEST OF WASHINGTON, MO AND 1.5
 JC1335'MI (2.4 KM) EAST OF NEW HAVEN, MO ON THE SOUTH RIGHT-OF-WAY OF
 JC1335'MISSOURI HIGHWAY 100 IN THE NORTHEAST ANGLE OF A PRIVATE ENTRANCE WITH
 JC1335'A CATTLE GUARD.  IT IS 29.74 FT (9.06 M) SOUTH OF A P.K.  NAIL AND
 JC1335'WASHER 12 IN FROM THE EDGE OF THE DRIVING LANE OF HIGHWAY 100, 12.33
 JC1335'FT (3.76 M) WEST OF A NAIL AND WASHER IN A BRACED UTILITY POLE, 0.7 FT
 JC1335'(21.3 CM) NORTH OF A CARSONITE WITNESS POST AT THE RIGHT-OF-WAY FENCE
 JC1335'AND 12.25 FT (3.73 M) EAST OF A NAIL AND WASHER IN THE CORNER FENCE
 JC1335'POST. THE AZIMUTH MARK IS .25 MI (0.40 KM) NORTHEAST ON THE NORTHWEST
 JC1335'SIDE OF YEATES ROAD IN FRONT OF THE YARD FOR ENS LOCATION YR4/040.  IT
 JC1335'IS 15.6 FT (4.8 M) SOUTHWEST OF A NAIL AND WASHER IN A UTILITY POLE,
 JC1335'14.3 FT (4.4 M) NORTHWEST OF A 60D NAIL NEAR THE CENTER LINE OF YEATES
 JC1335'ROAD, 40.2 FT (12.3 M) NORTHWEST OF A NAIL AND WASHER IN A BRACED
 JC1335'UTILITY POLE, 39.2 FT (11.9 M) NORTHWEST OF A TELEPHONE RISER BOX
 JC1335'1/450 AT THE UTILITY POLE, 10.9 FT (3.3 M) SOUTH OF AN ANGLE IRON
 JC1335'(APPARENTLY SET AS A PROPERTY CORNER) AND 39.8 FT (12.1 M) SOUTH OF A
 JC1335'CARSONITE WITNESS POST AT A UTILITY POLE. TO REACH THE STATION FROM
 JC1335'THE JUNCTION OF MISSOURI HIGHWAY 100 WITH ROUTE C IN NEW HAVEN, MO, GO
 JC1335'EAST ON HIGHWAY 100 FOR 1.7 MI (2.7 KM) TO THE STATION ON THE RIGHT
 JC1335'(SOUTH) SIDE AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 JC1335'CONTINUE EAST ON HIGHWAY 100 FOR 0.15 MI (0.24 KM) TO YEATES ROAD ON
 JC1335'THE LEFT TURN LEFT AND FOLLOW YEATES ROAD NORTHEASTERLY FOR 0.15 MI
 JC1335'(0.24 KM) TO THE MARK ON THE LEFT (NORTHWEST) SIDE AS DESCRIBED. DATE
 JC1335'OF REPORT 12-18-1995
 JC1335
 JC1335                          STATION RECOVERY (2004)
 JC1335
 JC1335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PRS)
 JC1335'THE STATION IS AN NGS FLANGE-ENCASED BENCH MARK ROD WITH ACCESS
 JC1335'THROUGH A LOGO CAP.  THE STATION IS LOCATED 1.5 MI (2.4 KM) EAST OF
 JC1335'NEW HAVEN, MO ON THE SOUTH RIGHT-OF-WAY OF MISSOURI HIGHWAY 100 IN THE
 JC1335'NORTHEAST ANGLE OF A PRIVATE ENTRANCE (104-100).  IT IS 12.33 FT (3.76
 JC1335'M) WEST OF A BRACED UTILITY POLE, 0.7 FT (21.3 CM) NORTH OF A
 JC1335'CARSONITE WITNESS POST, FENCE HAS BEEN TAKEN OUT AND SO HAS CATTLE
 JC1335'GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1360 ***********************************************************************
 JC1360  DESIGNATION -  H 335
 JC1360  PID         -  JC1360
 JC1360  STATE/COUNTY-  MO/GASCONADE
 JC1360  USGS QUAD   -  HERMANN (1985)
 JC1360
 JC1360                         *CURRENT SURVEY CONTROL
 JC1360  ___________________________________________________________________
 JC1360* NAD 83(1986)-  38 40 09.     (N)    091 28 43.     (W)     SCALED    
 JC1360* NAVD 88     -       177.489  (meters)     582.31   (feet)  ADJUSTED  
 JC1360  ___________________________________________________________________
 JC1360  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JC1360  DYNAMIC HT  -         177.371 (meters)     581.92  (feet)  COMP
 JC1360  MODELED GRAV-     979,963.7   (mgal)                       NAVD 88
 JC1360
 JC1360  VERT ORDER  -  FIRST     CLASS II
 JC1360
 JC1360.The horizontal coordinates were scaled from a topographic map and have
 JC1360.an estimated accuracy of +/- 6 seconds.
 JC1360
 JC1360.The orthometric height was determined by differential leveling
 JC1360.and adjusted by the National Geodetic Survey in June 1991..
 JC1360
 JC1360.The geoid height was determined by GEOID03.
 JC1360
 JC1360.The dynamic height is computed by dividing the NAVD 88
 JC1360.geopotential number by the normal gravity value computed on the
 JC1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1360.degrees latitude (g = 980.6199 gals.).
 JC1360
 JC1360.The modeled gravity was interpolated from observed gravity values.
 JC1360
 JC1360;                    North         East    Units  Estimated Accuracy
 JC1360;SPC MO E     -   315,160.      164,840.      MT  (+/- 180 meters Scaled)
 JC1360
 JC1360                          SUPERSEDED SURVEY CONTROL
 JC1360
 JC1360.No superseded survey control is available for this station.
 JC1360
 JC1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC323811(NAD 83)
 JC1360_MARKER: I = METAL ROD
 JC1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1360_SP_SET: STAINLESS STEEL ROD
 JC1360_STAMPING: H 335 1986
 JC1360_MARK LOGO: NGS   
 JC1360_PROJECTION: FLUSH
 JC1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC1360+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 JC1360_ROD/PIPE-DEPTH: 3.3  meters
 JC1360
 JC1360  HISTORY     - Date     Condition        Report By
 JC1360  HISTORY     - 1986     MONUMENTED       NGS
 JC1360  HISTORY     - 20050223 GOOD             JCLS
 JC1360  HISTORY     - 20050223 GOOD             JCLS
 JC1360
 JC1360                          STATION DESCRIPTION
 JC1360
 JC1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1360'6.4 KM (4.0 MI) WEST FROM HERMANN.
 JC1360'6.4 KM (4.0 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1360'IN HERMANN, 23.7 M (77.8 FT) NORTHEAST OF THE EXTENDED CENTER OF A
 JC1360'GRAVELED ROAD, 18.6 M (61.0 FT0 NORTHEAST OF A FENCE CORNER, AND 9.0 M
 JC1360'(29.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO
 JC1360'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JC1360'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 JC1360'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JC1360
 JC1360                          STATION RECOVERY (2005)
 JC1360
 JC1360'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 JC1360'RECOVERED IN GOOD CONDITION.
 JC1360
 JC1360                          STATION RECOVERY (2005)
 JC1360
 JC1360'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 JC1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1082 ***********************************************************************
 HC1082  DESIGNATION -  H 336
 HC1082  PID         -  HC1082
 HC1082  STATE/COUNTY-  MO/TEXAS
 HC1082  USGS QUAD   -  RAYMONDVILLE (1951)
 HC1082
 HC1082                         *CURRENT SURVEY CONTROL
 HC1082  ___________________________________________________________________
 HC1082* NAD 83(1986)-  37 22 14.     (N)    091 49 02.     (W)     SCALED    
 HC1082* NAVD 88     -       400.422  (meters)    1313.72   (feet)  ADJUSTED  
 HC1082  ___________________________________________________________________
 HC1082  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 HC1082  DYNAMIC HT  -         400.097 (meters)    1312.65  (feet)  COMP
 HC1082  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HC1082
 HC1082  VERT ORDER  -  FIRST     CLASS II
 HC1082
 HC1082.The horizontal coordinates were scaled from a topographic map and have
 HC1082.an estimated accuracy of +/- 6 seconds.
 HC1082
 HC1082.The orthometric height was determined by differential leveling
 HC1082.and adjusted by the National Geodetic Survey in June 1991..
 HC1082
 HC1082.The geoid height was determined by GEOID03.
 HC1082
 HC1082.The dynamic height is computed by dividing the NAVD 88
 HC1082.geopotential number by the normal gravity value computed on the
 HC1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1082.degrees latitude (g = 980.6199 gals.).
 HC1082
 HC1082.The modeled gravity was interpolated from observed gravity values.
 HC1082
 HC1082;                    North         East    Units  Estimated Accuracy
 HC1082;SPC MO C     -   170,790.      560,480.      MT  (+/- 180 meters Scaled)
 HC1082
 HC1082                          SUPERSEDED SURVEY CONTROL
 HC1082
 HC1082  NGVD 29 (10/05/93)  400.301  (m)         1313.32   (f) ADJUSTED    1 2
 HC1082
 HC1082.Superseded values are not recommended for survey control.
 HC1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1082.See file dsdata.txt to determine how the superseded data were derived.
 HC1082
 HC1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB047366(NAD 83)
 HC1082_MARKER: I = METAL ROD
 HC1082_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HC1082_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HC1082_STAMPING: H 336 1986
 HC1082_MARK LOGO: NGS   
 HC1082_PROJECTION: FLUSH
 HC1082_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC1082+STABILITY: POSITION/ELEVATION WELL
 HC1082_ROD/PIPE-DEPTH: 5.2  meters
 HC1082_SLEEVE-DEPTH  : 3.0 meters
 HC1082
 HC1082  HISTORY     - Date     Condition        Report By
 HC1082  HISTORY     - 1986     MONUMENTED       NGS
 HC1082
 HC1082                          STATION DESCRIPTION
 HC1082
 HC1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1082'9.5 KM (5.9 MI) EASTERLY ALONG COUNTY ROAD B FROM ITS JUNCTION WITH
 HC1082'U.S. HIGHWAY 63 IN HOUSTON, THENCE 5.4 KM (3.35 MI) NORTHERLY ALONG
 HC1082'STATE HIGHWAY 137, 17.4 M (57.1 FT) EAST OF THE CENTERLINE OF THE
 HC1082'HIGHWAY, 8.8 M (28.9 FT) SOUTH OF THE CENTER OF COUNTY ROAD 3331, 5.4
 HC1082'M (17.7 FT) SOUTH OF A FENCE CORNER, 1.2 M (3.9 FT) WEST OF A WITNESS
 HC1082'POST AND FENCE, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO DATUM
 HC1082'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1108 ***********************************************************************
 HC1108  DESIGNATION -  H 337
 HC1108  PID         -  HC1108
 HC1108  STATE/COUNTY-  MO/PHELPS
 HC1108  USGS QUAD   -  ROLLA (1992)
 HC1108
 HC1108                         *CURRENT SURVEY CONTROL
 HC1108  ___________________________________________________________________
 HC1108* NAD 83(1986)-  37 53 01.     (N)    091 47 30.     (W)     SCALED    
 HC1108* NAVD 88     -       261.550  (meters)     858.10   (feet)  ADJUSTED  
 HC1108  ___________________________________________________________________
 HC1108  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HC1108  DYNAMIC HT  -         261.355 (meters)     857.46  (feet)  COMP
 HC1108  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 HC1108
 HC1108  VERT ORDER  -  FIRST     CLASS II
 HC1108
 HC1108.The horizontal coordinates were scaled from a topographic map and have
 HC1108.an estimated accuracy of +/- 6 seconds.
 HC1108
 HC1108.The orthometric height was determined by differential leveling
 HC1108.and adjusted by the National Geodetic Survey in June 1991..
 HC1108
 HC1108.The geoid height was determined by GEOID03.
 HC1108
 HC1108.The dynamic height is computed by dividing the NAVD 88
 HC1108.geopotential number by the normal gravity value computed on the
 HC1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1108.degrees latitude (g = 980.6199 gals.).
 HC1108
 HC1108.The modeled gravity was interpolated from observed gravity values.
 HC1108
 HC1108;                    North         East    Units  Estimated Accuracy
 HC1108;SPC MO C     -   227,750.      562,310.      MT  (+/- 180 meters Scaled)
 HC1108
 HC1108                          SUPERSEDED SURVEY CONTROL
 HC1108
 HC1108  NGVD 29 (10/05/93)  261.493  (m)          857.91   (f) ADJUSTED    1 2
 HC1108
 HC1108.Superseded values are not recommended for survey control.
 HC1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1108.See file dsdata.txt to determine how the superseded data were derived.
 HC1108
 HC1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB062935(NAD 83)
 HC1108_MARKER: I = METAL ROD
 HC1108_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HC1108_SP_SET: STAINLESS STEEL ROD
 HC1108_STAMPING: H 337 1986
 HC1108_MARK LOGO: NGS   
 HC1108_PROJECTION: PROJECTING 3 CENTIMETERS
 HC1108_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1108_ROD/PIPE-DEPTH: 4.8  meters
 HC1108
 HC1108  HISTORY     - Date     Condition        Report By
 HC1108  HISTORY     - 1986     MONUMENTED       NGS
 HC1108
 HC1108                          STATION DESCRIPTION
 HC1108
 HC1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1108'10.3 KM (6.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 HC1108'WITH INTERSTATE HIGHWAY 44 IN ROLLA, 42.1 M (138.1 FT) SOUTHWEST OF
 HC1108'THE EXTENDED CENTER OF A PAVED ROAD LEADING NORTHWEST TO THE VISTA
 HC1108'VUE MOBILE VILLA PARK, 13.6 M (44.6 FT) SOUTHEAST OF THE CENTERLINE
 HC1108'OF THE HIGHWAY, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.1 M
 HC1108'(3.6 FT) WEST-NORTHWEST OF UTILITY POLE NUMBER 2056, AND 0.3 M (1.0
 HC1108'FT) NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM
 HC1108'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1118 ***********************************************************************
 HC1118  DESIGNATION -  H 337
 HC1118  PID         -  HC1118
 HC1118  STATE/COUNTY-  MO/PHELPS
 HC1118  USGS QUAD   -  ROLLA (1992)
 HC1118
 HC1118                         *CURRENT SURVEY CONTROL
 HC1118  ___________________________________________________________________
 HC1118* NAD 83(1986)-  37 56 24.     (N)    091 48 36.     (W)     SCALED    
 HC1118* NAVD 88     -       273.308  (meters)     896.68   (feet)  ADJUSTED  
 HC1118  ___________________________________________________________________
 HC1118  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HC1118  DYNAMIC HT  -         273.108 (meters)     896.02  (feet)  COMP
 HC1118  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 HC1118
 HC1118  VERT ORDER  -  FIRST     CLASS II
 HC1118
 HC1118.The horizontal coordinates were scaled from a topographic map and have
 HC1118.an estimated accuracy of +/- 6 seconds.
 HC1118
 HC1118.The orthometric height was determined by differential leveling
 HC1118.and adjusted by the National Geodetic Survey in June 1991..
 HC1118
 HC1118.The geoid height was determined by GEOID03.
 HC1118
 HC1118.The dynamic height is computed by dividing the NAVD 88
 HC1118.geopotential number by the normal gravity value computed on the
 HC1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1118.degrees latitude (g = 980.6199 gals.).
 HC1118
 HC1118.The modeled gravity was interpolated from observed gravity values.
 HC1118
 HC1118;                    North         East    Units  Estimated Accuracy
 HC1118;SPC MO C     -   234,000.      560,650.      MT  (+/- 180 meters Scaled)
 HC1118
 HC1118                          SUPERSEDED SURVEY CONTROL
 HC1118
 HC1118  NGVD 29 (10/05/93)  273.261  (m)          896.52   (f) ADJUSTED    1 2
 HC1118
 HC1118.Superseded values are not recommended for survey control.
 HC1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1118.See file dsdata.txt to determine how the superseded data were derived.
 HC1118
 HC1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB045998(NAD 83)
 HC1118_MARKER: DV = VERTICAL CONTROL DISK
 HC1118_SETTING: 66 = SET IN ROCK OUTCROP
 HC1118_SP_SET: IN A DRILL HOLE IN BEDROCK
 HC1118_STAMPING: H 337 1989
 HC1118_MARK LOGO: NGS   
 HC1118_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC1118+STABILITY: POSITION/ELEVATION WELL
 HC1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC1118+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 HC1118
 HC1118  HISTORY     - Date     Condition        Report By
 HC1118  HISTORY     - 1989     MONUMENTED       NGS
 HC1118  HISTORY     - 20060908 GOOD             MODNR
 HC1118
 HC1118                          STATION DESCRIPTION
 HC1118
 HC1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HC1118'1.6 KM (1.00 MI) WESTERLY ALONG INTERSTATE HIGHWAY 44 FROM THE
 HC1118'JUNCTION OF KINGS HIGHWAY IN ROLLA, IN THE EAST END OF A 4 BY 10 FOOT
 HC1118'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 45.0 M (147.6 FT) EAST OF
 HC1118'THE WEST END OF THE CUT, 12.0 M (39.4 FT) NORTH OF THE CENTERLINE OF
 HC1118'THE WESTBOUND LANES OF THE HIGHWAY, 5.5 M (18.0 FT) EAST OF THE
 HC1118'EXTENDED CENTER OF A GRAVELED ROAD LEADING SOUTH TO THE ROLLA
 HC1118'DOWNTOWN AIRPORT, 1.8 M (5.9 FT) SOUTHWEST OF A WITNESS POST, AND
 HC1118'LEVEL WITH THE HIGHWAY.
 HC1118
 HC1118                          STATION RECOVERY (2006)
 HC1118
 HC1118'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (SEW)
 HC1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2449 ***********************************************************************
 JD2449  DESIGNATION -  H 338
 JD2449  PID         -  JD2449
 JD2449  STATE/COUNTY-  MO/COLE
 JD2449  USGS QUAD   -  HARTSBURG (1981)
 JD2449
 JD2449                         *CURRENT SURVEY CONTROL
 JD2449  ___________________________________________________________________
 JD2449* NAD 83(1986)-  38 39 41.     (N)    092 20 52.     (W)     SCALED    
 JD2449* NAVD 88     -       220.841  (meters)     724.54   (feet)  ADJUSTED  
 JD2449  ___________________________________________________________________
 JD2449  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JD2449  DYNAMIC HT  -         220.695 (meters)     724.06  (feet)  COMP
 JD2449  MODELED GRAV-     979,963.9   (mgal)                       NAVD 88
 JD2449
 JD2449  VERT ORDER  -  FIRST     CLASS II
 JD2449
 JD2449.The horizontal coordinates were scaled from a topographic map and have
 JD2449.an estimated accuracy of +/- 6 seconds.
 JD2449
 JD2449.The orthometric height was determined by differential leveling
 JD2449.and adjusted by the National Geodetic Survey in June 1991..
 JD2449
 JD2449.The geoid height was determined by GEOID03.
 JD2449
 JD2449.The dynamic height is computed by dividing the NAVD 88
 JD2449.geopotential number by the normal gravity value computed on the
 JD2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2449.degrees latitude (g = 980.6199 gals.).
 JD2449
 JD2449.The modeled gravity was interpolated from observed gravity values.
 JD2449
 JD2449;                    North         East    Units  Estimated Accuracy
 JD2449;SPC MO C     -   313,850.      513,250.      MT  (+/- 180 meters Scaled)
 JD2449
 JD2449                          SUPERSEDED SURVEY CONTROL
 JD2449
 JD2449.No superseded survey control is available for this station.
 JD2449
 JD2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC567794(NAD 83)
 JD2449_MARKER: DB = BENCH MARK DISK
 JD2449_SETTING: 66 = SET IN ROCK OUTCROP
 JD2449_SP_SET: ROCK OUTCROP
 JD2449_STAMPING: H 338 1986
 JD2449_MARK LOGO: NGS   
 JD2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2449
 JD2449  HISTORY     - Date     Condition        Report By
 JD2449  HISTORY     - 1986     MONUMENTED       NGS
 JD2449
 JD2449                          STATION DESCRIPTION
 JD2449
 JD2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2449'16.3 KM (10.1 MI) NW FROM JEFFERSON CITY.
 JD2449'16.3 KM (10.1 MI) NORTHWESTERLY ALONG STATE HIGHWAY 179 FROM ITS
 JD2449'JUNCTION WITH U.S. HIGHWAY 50 IN JEFFERSON CITY, NEAR THE SOUTH END OF
 JD2449'A 1 BY 3 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 19.6 M (64.3 FT)
 JD2449'WEST OF A UTILITY POLE, 7.2 M (23.6 FT) NORTHEAST OF THE HIGHWAY
 JD2449'CENTERLINE, AND 2.6 M (8.5 FT) NORTH-NORTHEAST OF THE EXTENDED CENTER
 JD2449'OF HIGH POINT ROAD LEADING WEST.
 JD2449'THE MARK IS 2.5 METERS  SW FROM  A WITNESS POST
 JD2449'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1313 ***********************************************************************
 JC1313  DESIGNATION -  H 339
 JC1313  PID         -  JC1313
 JC1313  STATE/COUNTY-  MO/FRANKLIN
 JC1313  USGS QUAD   -  MOSELLE (1980)
 JC1313
 JC1313                         *CURRENT SURVEY CONTROL
 JC1313  ___________________________________________________________________
 JC1313* NAD 83(1986)-  38 29 26.     (N)    090 53 27.     (W)     SCALED    
 JC1313* NAVD 88     -       199.425  (meters)     654.28   (feet)  ADJUSTED  
 JC1313  ___________________________________________________________________
 JC1313  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JC1313  DYNAMIC HT  -         199.295 (meters)     653.85  (feet)  COMP
 JC1313  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 JC1313
 JC1313  VERT ORDER  -  FIRST     CLASS II
 JC1313
 JC1313.The horizontal coordinates were scaled from a topographic map and have
 JC1313.an estimated accuracy of +/- 6 seconds.
 JC1313
 JC1313.The orthometric height was determined by differential leveling
 JC1313.and adjusted by the National Geodetic Survey in June 1991..
 JC1313
 JC1313.The geoid height was determined by GEOID03.
 JC1313
 JC1313.The dynamic height is computed by dividing the NAVD 88
 JC1313.geopotential number by the normal gravity value computed on the
 JC1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1313.degrees latitude (g = 980.6199 gals.).
 JC1313
 JC1313.The modeled gravity was interpolated from observed gravity values.
 JC1313
 JC1313;                    North         East    Units  Estimated Accuracy
 JC1313;SPC MO E     -   294,950.      215,900.      MT  (+/- 180 meters Scaled)
 JC1313
 JC1313                          SUPERSEDED SURVEY CONTROL
 JC1313
 JC1313.No superseded survey control is available for this station.
 JC1313
 JC1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC839623(NAD 83)
 JC1313_MARKER: DB = BENCH MARK DISK
 JC1313_SETTING: 66 = SET IN ROCK OUTCROP
 JC1313_SP_SET: ROCK OUTCROP
 JC1313_STAMPING: H 339 1986
 JC1313_MARK LOGO: NGS   
 JC1313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1313+STABILITY: POSITION/ELEVATION WELL
 JC1313
 JC1313  HISTORY     - Date     Condition        Report By
 JC1313  HISTORY     - 1986     MONUMENTED       NGS
 JC1313
 JC1313                          STATION DESCRIPTION
 JC1313
 JC1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1313'11.4 KM (7.1 MI) WEST FROM GRAY SUMMIT.
 JC1313'7.1 KM (4.4 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1313'WITH INTERSTATE HIGHWAY 44 IN GRAY SUMMIT, 0.6 KM (0.35 MI) NORTHWEST
 JC1313'OF THE INTERSECTION OF COUNTY ROAD M, IN AN EXPOSED AREA OF BEDROCK IN
 JC1313'A HIGHWAY CUT, 82.3 M (270.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 JC1313'CUT, AND 12.1 M (39.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE.
 JC1313'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0583 ***********************************************************************
 HC0583  DESIGNATION -  H 34
 HC0583  PID         -  HC0583
 HC0583  STATE/COUNTY-  MO/PHELPS
 HC0583  USGS QUAD   -  EDGAR SPRINGS (1954)
 HC0583
 HC0583                         *CURRENT SURVEY CONTROL
 HC0583  ___________________________________________________________________
 HC0583* NAD 83(1986)-  37 37 45.     (N)    091 51 50.     (W)     SCALED    
 HC0583* NAVD 88     -       385.342  (meters)    1264.24   (feet)  ADJUSTED  
 HC0583  ___________________________________________________________________
 HC0583  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HC0583  DYNAMIC HT  -         385.039 (meters)    1263.25  (feet)  COMP
 HC0583  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 HC0583
 HC0583  VERT ORDER  -  FIRST     CLASS II
 HC0583
 HC0583.The horizontal coordinates were scaled from a topographic map and have
 HC0583.an estimated accuracy of +/- 6 seconds.
 HC0583
 HC0583.The orthometric height was determined by differential leveling
 HC0583.and adjusted by the National Geodetic Survey in June 1991..
 HC0583
 HC0583.The geoid height was determined by GEOID03.
 HC0583
 HC0583.The dynamic height is computed by dividing the NAVD 88
 HC0583.geopotential number by the normal gravity value computed on the
 HC0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0583.degrees latitude (g = 980.6199 gals.).
 HC0583
 HC0583.The modeled gravity was interpolated from observed gravity values.
 HC0583
 HC0583;                    North         East    Units  Estimated Accuracy
 HC0583;SPC MO C     -   199,470.      556,150.      MT  (+/- 180 meters Scaled)
 HC0583
 HC0583                          SUPERSEDED SURVEY CONTROL
 HC0583
 HC0583  NGVD 29 (??/??/92)  385.24   (m)         1263.9    (f) COMPUTED    1 2
 HC0583
 HC0583.Superseded values are not recommended for survey control.
 HC0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0583.See file dsdata.txt to determine how the superseded data were derived.
 HC0583
 HC0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB002652(NAD 83)
 HC0583_MARKER: DB = BENCH MARK DISK
 HC0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0583+STABILITY: SURFACE MOTION
 HC0583
 HC0583  HISTORY     - Date     Condition        Report By
 HC0583  HISTORY     - UNK      MONUMENTED       CGS
 HC0583  HISTORY     - 1934     GOOD             NGS
 HC0583
 HC0583                          STATION DESCRIPTION
 HC0583
 HC0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HC0583'9.2 MI N FROM LICKING.
 HC0583'ON R.O.W. OF U.S. 63.  35.0 FT EAST OF THE CENTER LINE OF
 HC0583'U.S. 63.  135.00 FT SOUTH OF THE CENTER LINE OF JUNCTION OF U.S.
 HC0583'63 AND BEULAH, BLOOMING ROSE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1095 ***********************************************************************
 HC1095  DESIGNATION -  H 34 RESET
 HC1095  PID         -  HC1095
 HC1095  STATE/COUNTY-  MO/PHELPS
 HC1095  USGS QUAD   -  EDGAR SPRINGS (1954)
 HC1095
 HC1095                         *CURRENT SURVEY CONTROL
 HC1095  ___________________________________________________________________
 HC1095* NAD 83(1997)-  37 37 45.79665(N)    091 51 51.58443(W)     ADJUSTED  
 HC1095* NAVD 88     -       386.986  (meters)    1269.64   (feet)  ADJUSTED  
 HC1095  ___________________________________________________________________
 HC1095  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 HC1095  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HC1095  DYNAMIC HT  -         386.682 (meters)    1268.64  (feet)  COMP
 HC1095  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 HC1095
 HC1095  HORZ ORDER  -  THIRD
 HC1095  VERT ORDER  -  FIRST     CLASS II
 HC1095
 HC1095.The horizontal coordinates were established by classical geodetic methods
 HC1095.and adjusted by the National Geodetic Survey in April 2002..
 HC1095
 HC1095.The orthometric height was determined by differential leveling
 HC1095.and adjusted by the National Geodetic Survey in June 1991..
 HC1095
 HC1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1095
 HC1095.The geoid height was determined by GEOID03.
 HC1095
 HC1095.The dynamic height is computed by dividing the NAVD 88
 HC1095.geopotential number by the normal gravity value computed on the
 HC1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1095.degrees latitude (g = 980.6199 gals.).
 HC1095
 HC1095.The modeled gravity was interpolated from observed gravity values.
 HC1095
 HC1095;                    North         East     Units Scale Factor Converg.
 HC1095;SPC MO C     -   199,489.678   556,108.912   MT  0.99997210   +0 23 17.2
 HC1095;UTM  15      - 4,165,302.552   600,210.265   MT  0.99972369   +0 41 36.4
 HC1095
 HC1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1095!SPC MO C     -   0.99994404  x   0.99997210  =   0.99991614
 HC1095!UTM  15      -   0.99994404  x   0.99972369  =   0.99966774
 HC1095
 HC1095                          SUPERSEDED SURVEY CONTROL
 HC1095
 HC1095  NGVD 29 (10/05/93)  386.891  (m)         1269.32   (f) ADJUSTED    1 2
 HC1095
 HC1095.Superseded values are not recommended for survey control.
 HC1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1095.See file dsdata.txt to determine how the superseded data were derived.
 HC1095
 HC1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0021065303(NAD 83)
 HC1095_MARKER: DD = SURVEY DISK
 HC1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC1095_SP_SET: CONCRETE POST
 HC1095_STAMPING: H 34 RESET 1984
 HC1095_MARK LOGO: NGS   
 HC1095_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HC1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC1095
 HC1095  HISTORY     - Date     Condition        Report By
 HC1095  HISTORY     - 1984     MONUMENTED       NGS
 HC1095  HISTORY     - 19840615 SEE DESCRIPTION  NGS
 HC1095  HISTORY     - 19890718 GOOD             NGS
 HC1095
 HC1095                          STATION DESCRIPTION
 HC1095
 HC1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HC1095'THE STATION IS LOCATED ABOUT 17.3 KM (10.75 MI) NORTH OF LICKING, 8.45
 HC1095'KM (5.25 MI) SOUTH OF EDGAR SPRINGS, 4.8 EAST OF BEULAH AND ON ROAD
 HC1095'RIGHT-OF-WAY AT THE JUNCTION OF U.S HIGHWAY 63 WITH STATE ROAD K,
 HC1095'PHELPS COUNTY.  CONTACT THE RESIDENT ENGINEER, MISSOURI HIGHWAY AND
 HC1095'TRANSPORTATION DEPARTMENT, POST OFFICE BOX E, ROLLA, MISSOURI 65401.
 HC1095'TO REACH FROM THE JUNCTION OF U.S HIGHWAY 63 AND STATE ROAD M, AT
 HC1095'EDGAR SPRINGS, GO SOUTH ON HIGHWAY 63 FOR 9.01 KM (5.60 MI) TO STATE
 HC1095'ROAD K AND THE STATION, IN THE SOUTHWEST ANGLE.  STATION MARK IS A
 HC1095'STANDARD NGS VERTICAL CONTROL DISK, STAMPED---H 34 RESET 1984---SET
 HC1095'INTO THE TOP OF A 12-INCH DIAMETER CONCRETE POST THAT IS FLUSH WITH
 HC1095'THE GROUND.  IT IS 25.3 M (83.0 FT) SOUTH FROM THE CENTERLINE OF ROAD
 HC1095'K, 21.5 M (70.5 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 18.75 M
 HC1095'(61.52 FT) SOUTH-SOUTHEAST FROM A JUNCTION POWERLINE POLE, 4.15 M
 HC1095'(13.62 FT) NORTH FROM A POWER POLE FOR A HOUSE, 1.37 M (4.49 FT) EAST
 HC1095'FROM A FENCE AND 0.37 M (1.21 FT) SOUTH FROM A WITNES POST.  THIS MARK
 HC1095'SERVES AS AN AZIMUTH MARK FOR STATION---SHIRRILL 3---.
 HC1095
 HC1095                          STATION RECOVERY (1989)
 HC1095
 HC1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC1095'14.7 KM (9.15 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 HC1095'WITH STATE HIGHWAY 137 IN LICKING, 45.8 M (150.3 FT) SOUTH OF THE
 HC1095'CENTERLINE OF COUNTY ROAD K, 21.5 M (70.5 FT) WEST OF THE CENTERLINE
 HC1095'OF THE HIGHWAY, 17.3 M (56.8 FT) SOUTH OF A FENCE CORNER, 4.2 M (13.8
 HC1095'FT) NORTH OF UTILITY POLE NUMBER 31 28, 2.0 M (6.6 FT) ABOVE THE
 HC1095'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND IN A
 HC1095'CONCRETE MONUMENT THAT PROJECTS 0.07 M (0.2 FT) ABOVE THE GROUND
 HC1095'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1597 ***********************************************************************
 KE1597  DESIGNATION -  H 340
 KE1597  PID         -  KE1597
 KE1597  STATE/COUNTY-  MO/BUCHANAN
 KE1597  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE1597
 KE1597                         *CURRENT SURVEY CONTROL
 KE1597  ___________________________________________________________________
 KE1597* NAD 83(1986)-  39 44 56.     (N)    094 51 19.     (W)     SCALED    
 KE1597* NAVD 88     -       252.432  (meters)     828.19   (feet)  ADJUSTED  
 KE1597  ___________________________________________________________________
 KE1597  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE1597  DYNAMIC HT  -         252.286 (meters)     827.71  (feet)  COMP
 KE1597  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 KE1597
 KE1597  VERT ORDER  -  FIRST     CLASS II
 KE1597
 KE1597.The horizontal coordinates were scaled from a topographic map and have
 KE1597.an estimated accuracy of +/- 6 seconds.
 KE1597
 KE1597.The orthometric height was determined by differential leveling
 KE1597.and adjusted by the National Geodetic Survey in June 1991..
 KE1597
 KE1597.The geoid height was determined by GEOID03.
 KE1597
 KE1597.The dynamic height is computed by dividing the NAVD 88
 KE1597.geopotential number by the normal gravity value computed on the
 KE1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1597.degrees latitude (g = 980.6199 gals.).
 KE1597
 KE1597.The modeled gravity was interpolated from observed gravity values.
 KE1597
 KE1597;                    North         East    Units  Estimated Accuracy
 KE1597;SPC MO W     -   397,650.      819,550.      MT  (+/- 180 meters Scaled)
 KE1597
 KE1597                          SUPERSEDED SURVEY CONTROL
 KE1597
 KE1597.No superseded survey control is available for this station.
 KE1597
 KE1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE410015(NAD 83)
 KE1597_MARKER: I = METAL ROD
 KE1597_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1597_SP_SET: PIER
 KE1597_STAMPING: H 340 1989
 KE1597_MARK LOGO: NGS   
 KE1597_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1597+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 KE1597
 KE1597  HISTORY     - Date     Condition        Report By
 KE1597  HISTORY     - 1989     MONUMENTED       NGS
 KE1597  HISTORY     - 20060506 GOOD             GEOCAC
 KE1597
 KE1597                          STATION DESCRIPTION
 KE1597
 KE1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1597'IN ST JOSEPH, AT THE INTERSECTION OF 6TH STREET AND U.S HIGHWAY 36,
 KE1597'SET VERTICALLY IN THE NORTH FACE OF THE MOST SOUTHERLY 1 OF 8 COLUMNS
 KE1597'OF THE FIRST PIER EAST OF THE STREET OF THE HIGHWAY OVERPASS OF THE
 KE1597'STREET AND THE MISSOURI RIVER, 13.8 M (45.3 FT) SOUTH OF THE CENTER
 KE1597'OF THE BRIDGE, 13.4 M (44.0 FT) EAST OF THE CENTERLINE OF THE STREET,
 KE1597'AND 1.6 M (5.2 FT) ABOVE THE LEVEL OF THE STREET.
 KE1597
 KE1597                          STATION RECOVERY (2006)
 KE1597
 KE1597'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1597'HH2 N39 44 55.0 W94 51 10.0 (NAD83)
 KE1597' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1761 ***********************************************************************
 JC1761  DESIGNATION -  H 340
 JC1761  PID         -  JC1761
 JC1761  STATE/COUNTY-  MO/OSAGE
 JC1761  USGS QUAD   -  WESTPHALIA EAST (1981)
 JC1761
 JC1761                         *CURRENT SURVEY CONTROL
 JC1761  ___________________________________________________________________
 JC1761* NAD 83(1986)-  38 24 09.     (N)    091 57 23.     (W)     SCALED    
 JC1761* NAVD 88     -       252.157  (meters)     827.29   (feet)  ADJUSTED  
 JC1761  ___________________________________________________________________
 JC1761  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JC1761  DYNAMIC HT  -         251.982 (meters)     826.71  (feet)  COMP
 JC1761  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 JC1761
 JC1761  VERT ORDER  -  FIRST     CLASS II
 JC1761
 JC1761.The horizontal coordinates were scaled from a topographic map and have
 JC1761.an estimated accuracy of +/- 6 seconds.
 JC1761
 JC1761.The orthometric height was determined by differential leveling
 JC1761.and adjusted by the National Geodetic Survey in June 1991..
 JC1761
 JC1761.The geoid height was determined by GEOID03.
 JC1761
 JC1761.The dynamic height is computed by dividing the NAVD 88
 JC1761.geopotential number by the normal gravity value computed on the
 JC1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1761.degrees latitude (g = 980.6199 gals.).
 JC1761
 JC1761.The modeled gravity was interpolated from observed gravity values.
 JC1761
 JC1761;                    North         East    Units  Estimated Accuracy
 JC1761;SPC MO C     -   285,250.      547,480.      MT  (+/- 180 meters Scaled)
 JC1761
 JC1761                          SUPERSEDED SURVEY CONTROL
 JC1761
 JC1761  NGVD 29 (10/05/93)  252.131  (m)          827.20   (f) ADJUSTED    1 2
 JC1761
 JC1761.Superseded values are not recommended for survey control.
 JC1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1761.See file dsdata.txt to determine how the superseded data were derived.
 JC1761
 JC1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC911509(NAD 83)
 JC1761_MARKER: I = METAL ROD
 JC1761_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1761+WITH SETTING: INFORMATION.
 JC1761_SP_SET: METAL ROD DRIVEN INTO GROUND
 JC1761_STAMPING: H 340 1986
 JC1761_MARK LOGO: NGS   
 JC1761_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1761
 JC1761  HISTORY     - Date     Condition        Report By
 JC1761  HISTORY     - 1986     MONUMENTED       NGS
 JC1761
 JC1761                          STATION DESCRIPTION
 JC1761
 JC1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1761'6.5 KM (4.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC1761'WITH COUNTY ROAD 511 IN WESTPHALIA, A METAL ROD DRIVEN 1.8 M AND
 JC1761'PROJECTING .03 CM ABOVE GROUND, 35.2 M (115.5 FT) NORTHEAST OF THE
 JC1761'NORTHEAST CORNER OF THE ARTHUR BOCK RESIDENCE, 23.8 M (78.1 FT) EAST
 JC1761'OF THE CENTER OF A DRIVEWAY LEADING TO THE HOUSE, 12.2 M (40.0 FT)
 JC1761'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.9 M (6.2 FT) EAST OF A
 JC1761'FENCE CORNER, 0.2 M (0.7 FT) NORTH OF A WITNESS POST AND FENCE, AND
 JC1761'LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JC1761'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1616 ***********************************************************************
 KE1616  DESIGNATION -  H 341
 KE1616  PID         -  KE1616
 KE1616  STATE/COUNTY-  MO/PLATTE
 KE1616  USGS QUAD   -  WESTON (1984)
 KE1616
 KE1616                         *CURRENT SURVEY CONTROL
 KE1616  ___________________________________________________________________
 KE1616* NAD 83(1986)-  39 27 00.     (N)    094 57 24.     (W)     SCALED    
 KE1616* NAVD 88     -       236.941  (meters)     777.36   (feet)  ADJUSTED  
 KE1616  ___________________________________________________________________
 KE1616  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KE1616  DYNAMIC HT  -         236.795 (meters)     776.88  (feet)  COMP
 KE1616  MODELED GRAV-     980,003.2   (mgal)                       NAVD 88
 KE1616
 KE1616  VERT ORDER  -  FIRST     CLASS II
 KE1616
 KE1616.The horizontal coordinates were scaled from a topographic map and have
 KE1616.an estimated accuracy of +/- 6 seconds.
 KE1616
 KE1616.The orthometric height was determined by differential leveling
 KE1616.and adjusted by the National Geodetic Survey in June 1991..
 KE1616
 KE1616.The geoid height was determined by GEOID03.
 KE1616
 KE1616.The dynamic height is computed by dividing the NAVD 88
 KE1616.geopotential number by the normal gravity value computed on the
 KE1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1616.degrees latitude (g = 980.6199 gals.).
 KE1616
 KE1616.The modeled gravity was interpolated from observed gravity values.
 KE1616
 KE1616;                    North         East    Units  Estimated Accuracy
 KE1616;SPC MO W     -   364,510.      810,700.      MT  (+/- 180 meters Scaled)
 KE1616
 KE1616                          SUPERSEDED SURVEY CONTROL
 KE1616
 KE1616.No superseded survey control is available for this station.
 KE1616
 KE1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD316685(NAD 83)
 KE1616_MARKER: I = METAL ROD
 KE1616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1616_SP_SET: STAINLESS STEEL ROD
 KE1616_STAMPING: H 341 1989
 KE1616_MARK LOGO: NGS   
 KE1616_PROJECTION: FLUSH
 KE1616_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1616+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 KE1616_ROD/PIPE-DEPTH: 15.6 meters
 KE1616
 KE1616  HISTORY     - Date     Condition        Report By
 KE1616  HISTORY     - 1989     MONUMENTED       NGS
 KE1616  HISTORY     - 20050704 GOOD             GEOCAC
 KE1616
 KE1616                          STATION DESCRIPTION
 KE1616
 KE1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1616'6.0 KM (3.75 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM ITS JUNCTION
 KE1616'WITH STATE HIGHWAY H IN WESTON, 40.6 M (133.2 FT) NORTHEAST OF THE
 KE1616'CENTERLINE OF THE HIGHWAY, 20.6 M (67.6 FT) NORTHEAST OF A RAILROAD
 KE1616'SIGNAL, 16.6 M (54.5 FT) NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON
 KE1616'NORTHERN RAILROAD, 3.7 M (12.1 FT) SOUTHEAST OF THE CENTER OF A
 KE1616'GRAVELED ROAD LEADING NORTHEAST TO A QUARRY, 1.1 M (3.6 FT) NORTHWEST
 KE1616'OF A UTILITY POLE WITH A ELECTRIC METER, 0.6 M (2.0 FT) BELOW THE
 KE1616'LEVEL OF THE TRACKS, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.
 KE1616'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1616
 KE1616                          STATION RECOVERY (2005)
 KE1616
 KE1616'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1616'HANDHELD GPS COORDINATES N39 27 01.4 W94 57 23.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1451 ***********************************************************************
 LF1451  DESIGNATION -  H 342
 LF1451  PID         -  LF1451
 LF1451  STATE/COUNTY-  MO/ATCHISON
 LF1451  USGS QUAD   -  ROCK PORT (1981)
 LF1451
 LF1451                         *CURRENT SURVEY CONTROL
 LF1451  ___________________________________________________________________
 LF1451* NAD 83(1986)-  40 25 16.     (N)    095 36 55.     (W)     SCALED    
 LF1451* NAVD 88     -       271.923  (meters)     892.13   (feet)  ADJUSTED  
 LF1451  ___________________________________________________________________
 LF1451  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LF1451  DYNAMIC HT  -         271.780 (meters)     891.66  (feet)  COMP
 LF1451  MODELED GRAV-     980,091.6   (mgal)                       NAVD 88
 LF1451
 LF1451  VERT ORDER  -  FIRST     CLASS II
 LF1451
 LF1451.The horizontal coordinates were scaled from a topographic map and have
 LF1451.an estimated accuracy of +/- 6 seconds.
 LF1451
 LF1451.The orthometric height was determined by differential leveling
 LF1451.and adjusted by the National Geodetic Survey in June 1991..
 LF1451
 LF1451.The geoid height was determined by GEOID03.
 LF1451
 LF1451.The dynamic height is computed by dividing the NAVD 88
 LF1451.geopotential number by the normal gravity value computed on the
 LF1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1451.degrees latitude (g = 980.6199 gals.).
 LF1451
 LF1451.The modeled gravity was interpolated from observed gravity values.
 LF1451
 LF1451;                    North         East    Units  Estimated Accuracy
 LF1451;SPC MO W     -   472,820.      755,350.      MT  (+/- 180 meters Scaled)
 LF1451
 LF1451                          SUPERSEDED SURVEY CONTROL
 LF1451
 LF1451.No superseded survey control is available for this station.
 LF1451
 LF1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE781777(NAD 83)
 LF1451_MARKER: I = METAL ROD
 LF1451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1451_SP_SET: STAINLESS STEEL ROD
 LF1451_STAMPING: H 342 1989
 LF1451_MARK LOGO: NGS   
 LF1451_PROJECTION: FLUSH
 LF1451_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1451+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1451_ROD/PIPE-DEPTH: 25.9 meters
 LF1451
 LF1451  HISTORY     - Date     Condition        Report By
 LF1451  HISTORY     - 1989     MONUMENTED       NGS
 LF1451
 LF1451                          STATION DESCRIPTION
 LF1451
 LF1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1451'1.9 M (6.2 FT) NORTHERLY ALONG STATE HIGHWAY D FROM THE JUNCTION OF
 LF1451'U.S. HIGHWAY 136 IN PHELPS CITY, 10.2 M (33.5 FT) WEST OF THE CENTER
 LF1451'OF THE HIGHWAY, 1.3 M (4.3 FT) NORTH OF A UTILITY POLE, 1.0 M (3.3
 LF1451'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A
 LF1451'WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1475 ***********************************************************************
 HD1475  DESIGNATION -  H 343
 HD1475  PID         -  HD1475
 HD1475  STATE/COUNTY-  MO/GREENE
 HD1475  USGS QUAD   -  GALLOWAY (1975)
 HD1475
 HD1475                         *CURRENT SURVEY CONTROL
 HD1475  ___________________________________________________________________
 HD1475* NAD 83(1986)-  37 11 19.     (N)    093 14 58.     (W)     SCALED    
 HD1475* NAVD 88     -       411.593  (meters)    1350.37   (feet)  ADJUSTED  
 HD1475  ___________________________________________________________________
 HD1475  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HD1475  DYNAMIC HT  -         411.261 (meters)    1349.28  (feet)  COMP
 HD1475  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 HD1475
 HD1475  VERT ORDER  -  FIRST     CLASS II
 HD1475
 HD1475.The horizontal coordinates were scaled from a topographic map and have
 HD1475.an estimated accuracy of +/- 6 seconds.
 HD1475
 HD1475.The orthometric height was determined by differential leveling
 HD1475.and adjusted by the National Geodetic Survey in June 1991..
 HD1475
 HD1475.The geoid height was determined by GEOID03.
 HD1475
 HD1475.The dynamic height is computed by dividing the NAVD 88
 HD1475.geopotential number by the normal gravity value computed on the
 HD1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1475.degrees latitude (g = 980.6199 gals.).
 HD1475
 HD1475.The modeled gravity was interpolated from observed gravity values.
 HD1475
 HD1475;                    North         East    Units  Estimated Accuracy
 HD1475;SPC MO C     -   150,650.      433,460.      MT  (+/- 180 meters Scaled)
 HD1475
 HD1475                          SUPERSEDED SURVEY CONTROL
 HD1475
 HD1475  NGVD 29 (10/05/93)  411.447  (m)         1349.89   (f) ADJUSTED    1 2
 HD1475
 HD1475.Superseded values are not recommended for survey control.
 HD1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1475.See file dsdata.txt to determine how the superseded data were derived.
 HD1475
 HD1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB778158(NAD 83)
 HD1475_MARKER: I = METAL ROD
 HD1475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1475_SP_SET: STAINLESS STEEL ROD
 HD1475_STAMPING: H 343 1989
 HD1475_MARK LOGO: NGS   
 HD1475_PROJECTION: FLUSH
 HD1475_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1475+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1475_ROD/PIPE-DEPTH: 4.0  meters
 HD1475
 HD1475  HISTORY     - Date     Condition        Report By
 HD1475  HISTORY     - 1989     MONUMENTED       NGS
 HD1475  HISTORY     - 1991     GOOD             USPSQD
 HD1475
 HD1475                          STATION DESCRIPTION
 HD1475
 HD1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1475'IN SPRINGFIELD, AT THE INTERSECTION OF EAST BENNETT STREET AND THE
 HD1475'BURLINGTON NORTHERN RAILROAD, 52.5 M (172.2 FT) NORTHWEST OF THE
 HD1475'CENTERLINE OF THE STREET, 46.0 M (150.9 FT) NORTHWEST OF THE EXTENDED
 HD1475'CENTER OF ENTERPRISE STREET, 24.8 M (81.4 FT) NORTH OF THE NORTHEAST
 HD1475'CORNER OF A HOUSE AT 2353 EAST BENNETT STREET, 9.3 M (30.5 FT) WEST
 HD1475'OF THE NEAR RAIL, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE TRACK.
 HD1475'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HD1475
 HD1475                          STATION RECOVERY (1991)
 HD1475
 HD1475'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDM)
 HD1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1497 ***********************************************************************
 HD1497  DESIGNATION -  H 344
 HD1497  PID         -  HD1497
 HD1497  STATE/COUNTY-  MO/GREENE
 HD1497  USGS QUAD   -  BILLINGS (1975)
 HD1497
 HD1497                         *CURRENT SURVEY CONTROL
 HD1497  ___________________________________________________________________
 HD1497* NAD 83(1986)-  37 05 49.     (N)    093 30 36.     (W)     SCALED    
 HD1497* NAVD 88     -       411.985  (meters)    1351.65   (feet)  ADJUSTED  
 HD1497  ___________________________________________________________________
 HD1497  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HD1497  DYNAMIC HT  -         411.647 (meters)    1350.55  (feet)  COMP
 HD1497  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 HD1497
 HD1497  VERT ORDER  -  FIRST     CLASS II
 HD1497
 HD1497.The horizontal coordinates were scaled from a topographic map and have
 HD1497.an estimated accuracy of +/- 6 seconds.
 HD1497
 HD1497.The orthometric height was determined by differential leveling
 HD1497.and adjusted by the National Geodetic Survey in June 1991..
 HD1497
 HD1497.The geoid height was determined by GEOID03.
 HD1497
 HD1497.The dynamic height is computed by dividing the NAVD 88
 HD1497.geopotential number by the normal gravity value computed on the
 HD1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1497.degrees latitude (g = 980.6199 gals.).
 HD1497
 HD1497.The modeled gravity was interpolated from observed gravity values.
 HD1497
 HD1497;                    North         East    Units  Estimated Accuracy
 HD1497;SPC MO C     -   140,690.      410,220.      MT  (+/- 180 meters Scaled)
 HD1497
 HD1497                          SUPERSEDED SURVEY CONTROL
 HD1497
 HD1497  NGVD 29 (10/05/93)  411.825  (m)         1351.13   (f) ADJUSTED    1 2
 HD1497
 HD1497.Superseded values are not recommended for survey control.
 HD1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1497.See file dsdata.txt to determine how the superseded data were derived.
 HD1497
 HD1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB546057(NAD 83)
 HD1497_MARKER: I = METAL ROD
 HD1497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1497_SP_SET: STAINLESS STEEL ROD
 HD1497_STAMPING: H 344 1989
 HD1497_MARK LOGO: NGS   
 HD1497_PROJECTION: FLUSH
 HD1497_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1497+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1497_ROD/PIPE-DEPTH: 3.1  meters
 HD1497
 HD1497  HISTORY     - Date     Condition        Report By
 HD1497  HISTORY     - 1989     MONUMENTED       NGS
 HD1497
 HD1497                          STATION DESCRIPTION
 HD1497
 HD1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1497'5.3 KM (3.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1497'WITH HINES STREET IN REPUBLIC, AT THE GREENE-CHRISTIAN COUNTY LINE,
 HD1497'50.2 M (164.7 FT) WEST OF A DRIVEWAY LEADING SOUTH TO A HOUSE, 27.5 M
 HD1497'(90.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.9 M (22.6 FT)
 HD1497'NORTH OF THE CENTER OF FARM ROAD 194, 1.3 M (4.3 FT) EAST OF A
 HD1497'UTILITY POLE WITH 1 GUY WIRE, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 HD1497'AND LEVEL WITH THE FARM ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 HD1497'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1644 ***********************************************************************
 KE1644  DESIGNATION -  H 345
 KE1644  PID         -  KE1644
 KE1644  STATE/COUNTY-  MO/PLATTE
 KE1644  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1644
 KE1644                         *CURRENT SURVEY CONTROL
 KE1644  ___________________________________________________________________
 KE1644* NAD 83(1986)-  39 10 00.     (N)    094 36 47.     (W)     SCALED    
 KE1644* NAVD 88     -       229.702  (meters)     753.61   (feet)  ADJUSTED  
 KE1644  ___________________________________________________________________
 KE1644  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1644  DYNAMIC HT  -         229.554 (meters)     753.13  (feet)  COMP
 KE1644  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 KE1644
 KE1644  VERT ORDER  -  FIRST     CLASS II
 KE1644
 KE1644.The horizontal coordinates were scaled from a topographic map and have
 KE1644.an estimated accuracy of +/- 6 seconds.
 KE1644
 KE1644.The orthometric height was determined by differential leveling
 KE1644.and adjusted by the National Geodetic Survey in June 1991..
 KE1644
 KE1644.The geoid height was determined by GEOID03.
 KE1644
 KE1644.The dynamic height is computed by dividing the NAVD 88
 KE1644.geopotential number by the normal gravity value computed on the
 KE1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1644.degrees latitude (g = 980.6199 gals.).
 KE1644
 KE1644.The modeled gravity was interpolated from observed gravity values.
 KE1644
 KE1644;                    North         East    Units  Estimated Accuracy
 KE1644;SPC MO W     -   332,960.      840,230.      MT  (+/- 180 meters Scaled)
 KE1644
 KE1644                          SUPERSEDED SURVEY CONTROL
 KE1644
 KE1644.No superseded survey control is available for this station.
 KE1644
 KE1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD606365(NAD 83)
 KE1644_MARKER: DV = VERTICAL CONTROL DISK
 KE1644_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1644_SP_SET: PIER
 KE1644_STAMPING: H 345 1989
 KE1644_MARK LOGO: NGS   
 KE1644_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1644+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2004
 KE1644
 KE1644  HISTORY     - Date     Condition        Report By
 KE1644  HISTORY     - 1989     MONUMENTED       NGS
 KE1644  HISTORY     - 20041114 GOOD             GEOCAC
 KE1644
 KE1644                          STATION DESCRIPTION
 KE1644
 KE1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1644'1.1 KM (0.70 MI) EASTERLY ALONG STATE HIGHWAY 9 FROM ITS JUNCTION
 KE1644'WITH INTERSTATE HIGHWAY 635 IN NORTH KANSAS CITY, SET VERTICALLY IN
 KE1644'THE SOUTH FACE OF THE MOST NORTHERLY 1 OF 2 COLUMNS OF THE FIRST PIER
 KE1644'WEST OF THE EAST ABUTMENT OF THE WESTBOUND HIGHWAY OVERPASS OF A
 KE1644'PAVED ROAD, 8.4 M (27.6 FT) EAST OF THE CENTER OF THE ROAD, 3.0 M
 KE1644'(9.8 FT) NORTH OF THE CENTER OF THE OVERPASS, AND 1.3 M (4.3 FT)
 KE1644'ABOVE THE LEVEL OF THE ROAD.
 KE1644
 KE1644                          STATION RECOVERY (2004)
 KE1644
 KE1644'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1429 ***********************************************************************
 HD1429  DESIGNATION -  H 346
 HD1429  PID         -  HD1429
 HD1429  STATE/COUNTY-  MO/WRIGHT
 HD1429  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD1429
 HD1429                         *CURRENT SURVEY CONTROL
 HD1429  ___________________________________________________________________
 HD1429* NAD 83(1986)-  37 07 42.     (N)    092 21 49.     (W)     SCALED    
 HD1429* NAVD 88     -       444.998  (meters)    1459.96   (feet)  ADJUSTED  
 HD1429  ___________________________________________________________________
 HD1429  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HD1429  DYNAMIC HT  -         444.630 (meters)    1458.76  (feet)  COMP
 HD1429  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 HD1429
 HD1429  VERT ORDER  -  FIRST     CLASS II
 HD1429
 HD1429.The horizontal coordinates were scaled from a topographic map and have
 HD1429.an estimated accuracy of +/- 6 seconds.
 HD1429
 HD1429.The orthometric height was determined by differential leveling
 HD1429.and adjusted by the National Geodetic Survey in June 1991..
 HD1429
 HD1429.The geoid height was determined by GEOID03.
 HD1429
 HD1429.The dynamic height is computed by dividing the NAVD 88
 HD1429.geopotential number by the normal gravity value computed on the
 HD1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1429.degrees latitude (g = 980.6199 gals.).
 HD1429
 HD1429.The modeled gravity was interpolated from observed gravity values.
 HD1429
 HD1429;                    North         East    Units  Estimated Accuracy
 HD1429;SPC MO C     -   143,700.      512,120.      MT  (+/- 180 meters Scaled)
 HD1429
 HD1429                          SUPERSEDED SURVEY CONTROL
 HD1429
 HD1429  NGVD 29 (10/05/93)  444.834  (m)         1459.43   (f) ADJUSTED    1 2
 HD1429
 HD1429.Superseded values are not recommended for survey control.
 HD1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1429.See file dsdata.txt to determine how the superseded data were derived.
 HD1429
 HD1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB565092(NAD 83)
 HD1429_MARKER: I = METAL ROD
 HD1429_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1429+WITH SETTING: INFORMATION.
 HD1429_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1429_STAMPING: H 346 1989
 HD1429_MARK LOGO: NGS   
 HD1429_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1429+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1429
 HD1429  HISTORY     - Date     Condition        Report By
 HD1429  HISTORY     - 1989     MONUMENTED       NGS
 HD1429
 HD1429                          STATION DESCRIPTION
 HD1429
 HD1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1429'3.5 KM (2.15 MI) WESTERLY ALONG U.S. HIGHWAY 60 BUSINESS FROM ITS
 HD1429'JUNCTION WITH STATE HIGHWAY 95 IN MOUNTAIN GROVE, A METAL ROD DRIVEN
 HD1429'TO REFUSAL AT 1.9 M AND FLUSH WITH GROUND, THENCE 5.6 KM (3.50 MI)
 HD1429'WESTERLY ALONG U.S. HIGHWAY 60, 66.1 M (216.9 FT) NORTH OF THE
 HD1429'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 17.0 M (55.8 FT)
 HD1429'NORTH OF THE CENTER OF A PAVED ROAD, 4.0 M (13.1 FT) EAST OF THE
 HD1429'EXTENDED CENTER OF A CROSSOVER, 1.1 M (3.6 FT) WEST OF A UTILITY
 HD1429'POLE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE PAVED ROAD, AND 0.3 M
 HD1429'(1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM
 HD1429'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1453 ***********************************************************************
 HD1453  DESIGNATION -  H 347
 HD1453  PID         -  HD1453
 HD1453  STATE/COUNTY-  MO/WEBSTER
 HD1453  USGS QUAD   -  SEYMOUR (1982)
 HD1453
 HD1453                         *CURRENT SURVEY CONTROL
 HD1453  ___________________________________________________________________
 HD1453* NAD 83(1986)-  37 10 10.     (N)    092 49 27.     (W)     SCALED    
 HD1453* NAVD 88     -       490.079  (meters)    1607.87   (feet)  ADJUSTED  
 HD1453  ___________________________________________________________________
 HD1453  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 HD1453  DYNAMIC HT  -         489.679 (meters)    1606.56  (feet)  COMP
 HD1453  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 HD1453
 HD1453  VERT ORDER  -  FIRST     CLASS II
 HD1453
 HD1453.The horizontal coordinates were scaled from a topographic map and have
 HD1453.an estimated accuracy of +/- 6 seconds.
 HD1453
 HD1453.The orthometric height was determined by differential leveling
 HD1453.and adjusted by the National Geodetic Survey in June 1991..
 HD1453
 HD1453.The geoid height was determined by GEOID03.
 HD1453
 HD1453.The dynamic height is computed by dividing the NAVD 88
 HD1453.geopotential number by the normal gravity value computed on the
 HD1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1453.degrees latitude (g = 980.6199 gals.).
 HD1453
 HD1453.The modeled gravity was interpolated from observed gravity values.
 HD1453
 HD1453;                    North         East    Units  Estimated Accuracy
 HD1453;SPC MO C     -   148,310.      471,210.      MT  (+/- 180 meters Scaled)
 HD1453
 HD1453                          SUPERSEDED SURVEY CONTROL
 HD1453
 HD1453  NGVD 29 (10/05/93)  489.916  (m)         1607.33   (f) ADJUSTED    1 2
 HD1453
 HD1453.Superseded values are not recommended for survey control.
 HD1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1453.See file dsdata.txt to determine how the superseded data were derived.
 HD1453
 HD1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB156136(NAD 83)
 HD1453_MARKER: I = METAL ROD
 HD1453_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1453+WITH SETTING: INFORMATION.
 HD1453_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1453_STAMPING: H 347 1989
 HD1453_MARK LOGO: NGS   
 HD1453_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1453+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1453
 HD1453  HISTORY     - Date     Condition        Report By
 HD1453  HISTORY     - 1989     MONUMENTED       NGS
 HD1453
 HD1453                          STATION DESCRIPTION
 HD1453
 HD1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1453'10.0 KM (6.20 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1453'WITH COUNTY ROAD C IN SEYMOUR, A METAL ROD DRIVEN TO REFUSAL AT 2.9 M
 HD1453'AND FLUSH WITH GROUND, 0.3 KM (0.20 MI) EAST OF THE INTERSECTION OF
 HD1453'COUNTY ROAD 237B, 29.9 M (98.1 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 HD1453'AND GATE, 24.7 M (81.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 HD1453'LANES OF THE HIGHWAY, 1.3 M (4.3 FT) EAST OF A FENCE CORNER, 0.6 M
 HD1453'(2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF
 HD1453'A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 HD1453'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0961 ***********************************************************************
 GF0961  DESIGNATION -  H 348
 GF0961  PID         -  GF0961
 GF0961  STATE/COUNTY-  MO/BARRY
 GF0961  USGS QUAD   -  MONETT (1972)
 GF0961
 GF0961                         *CURRENT SURVEY CONTROL
 GF0961  ___________________________________________________________________
 GF0961* NAD 83(1986)-  36 54 47.     (N)    093 52 33.     (W)     SCALED    
 GF0961* NAVD 88     -       431.683  (meters)    1416.28   (feet)  ADJUSTED  
 GF0961  ___________________________________________________________________
 GF0961  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 GF0961  DYNAMIC HT  -         431.318 (meters)    1415.08  (feet)  COMP
 GF0961  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GF0961
 GF0961  VERT ORDER  -  FIRST     CLASS II
 GF0961
 GF0961.The horizontal coordinates were scaled from a topographic map and have
 GF0961.an estimated accuracy of +/- 6 seconds.
 GF0961
 GF0961.The orthometric height was determined by differential leveling
 GF0961.and adjusted by the National Geodetic Survey in June 1991..
 GF0961
 GF0961.The geoid height was determined by GEOID03.
 GF0961
 GF0961.The dynamic height is computed by dividing the NAVD 88
 GF0961.geopotential number by the normal gravity value computed on the
 GF0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0961.degrees latitude (g = 980.6199 gals.).
 GF0961
 GF0961.The modeled gravity was interpolated from observed gravity values.
 GF0961
 GF0961;                    North         East    Units  Estimated Accuracy
 GF0961;SPC MO W     -    83,000.      905,620.      MT  (+/- 180 meters Scaled)
 GF0961
 GF0961                          SUPERSEDED SURVEY CONTROL
 GF0961
 GF0961  NGVD 29 (10/05/93)  431.518  (m)         1415.74   (f) ADJUSTED    1 2
 GF0961
 GF0961.Superseded values are not recommended for survey control.
 GF0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0961.See file dsdata.txt to determine how the superseded data were derived.
 GF0961
 GF0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA219855(NAD 83)
 GF0961_MARKER: I = METAL ROD
 GF0961_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GF0961+WITH SETTING: INFORMATION.
 GF0961_SP_SET: METAL ROD DRIVEN INTO GROUND
 GF0961_STAMPING: H 348 1989
 GF0961_MARK LOGO: NGS   
 GF0961_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0961+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2002
 GF0961
 GF0961  HISTORY     - Date     Condition        Report By
 GF0961  HISTORY     - 1989     MONUMENTED       NGS
 GF0961  HISTORY     - 20021227 GOOD             GEOCAC
 GF0961
 GF0961                          STATION DESCRIPTION
 GF0961
 GF0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0961'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 GF0961'WITH KYLER STREET IN MONETT, A METAL ROD DRIVEN TO REFUSAL AT 1.9 M
 GF0961'AND FLUSH WITH THE GROUND, 18.3 M (60.0 FT) SOUTH OF THE CENTERLINE
 GF0961'OF THE HIGHWAY, 6.9 M (22.6 FT) EAST OF THE CENTER OF A GATE AND
 GF0961'FIELD ENTRANCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND
 GF0961'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO DATUM
 GF0961'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GF0961
 GF0961                          STATION RECOVERY (2002)
 GF0961
 GF0961'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0981 ***********************************************************************
 GF0981  DESIGNATION -  H 349
 GF0981  PID         -  GF0981
 GF0981  STATE/COUNTY-  MO/BARRY
 GF0981  USGS QUAD   -  SELIGMAN (1974)
 GF0981
 GF0981                         *CURRENT SURVEY CONTROL
 GF0981  ___________________________________________________________________
 GF0981* NAD 83(1986)-  36 37 28.     (N)    093 55 25.     (W)     SCALED    
 GF0981* NAVD 88     -       433.627  (meters)    1422.66   (feet)  ADJUSTED  
 GF0981  ___________________________________________________________________
 GF0981  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0981  DYNAMIC HT  -         433.249 (meters)    1421.42  (feet)  COMP
 GF0981  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 GF0981
 GF0981  VERT ORDER  -  FIRST     CLASS II
 GF0981
 GF0981.The horizontal coordinates were scaled from a topographic map and have
 GF0981.an estimated accuracy of +/- 6 seconds.
 GF0981
 GF0981.The orthometric height was determined by differential leveling
 GF0981.and adjusted by the National Geodetic Survey in June 1991..
 GF0981
 GF0981.The geoid height was determined by GEOID03.
 GF0981
 GF0981.The dynamic height is computed by dividing the NAVD 88
 GF0981.geopotential number by the normal gravity value computed on the
 GF0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0981.degrees latitude (g = 980.6199 gals.).
 GF0981
 GF0981.The modeled gravity was interpolated from observed gravity values.
 GF0981
 GF0981;                    North         East    Units  Estimated Accuracy
 GF0981;SPC MO W     -    50,950.      901,550.      MT  (+/- 180 meters Scaled)
 GF0981
 GF0981                          SUPERSEDED SURVEY CONTROL
 GF0981
 GF0981  NGVD 29 (10/05/93)  433.462  (m)         1422.12   (f) ADJUSTED    1 2
 GF0981
 GF0981.Superseded values are not recommended for survey control.
 GF0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0981.See file dsdata.txt to determine how the superseded data were derived.
 GF0981
 GF0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA174536(NAD 83)
 GF0981_MARKER: I = METAL ROD
 GF0981_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GF0981+WITH SETTING: INFORMATION.
 GF0981_SP_SET: METAL ROD DRIVEN INTO GROUND
 GF0981_STAMPING: H 349 1989
 GF0981_MARK LOGO: NGS   
 GF0981_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0981+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002
 GF0981
 GF0981  HISTORY     - Date     Condition        Report By
 GF0981  HISTORY     - 1989     MONUMENTED       NGS
 GF0981  HISTORY     - 20021101 GOOD             GEOCAC
 GF0981
 GF0981                          STATION DESCRIPTION
 GF0981
 GF0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0981'5.1 KM (3.15 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 GF0981'WITH STATE HIGHWAY 90 IN WASHBURN, A METAL ROD DRIVEN TO REFUSAL AT
 GF0981'2.9 M AND FLUSH WITH GROUND, 59.1 M (193.9 FT) EAST OF THE CENTERLINE
 GF0981'OF THE HIGHWAY, 44.5 M (146.0 FT) EAST OF A FENCE CORNER, 5.6 M (18.4
 GF0981'FT) NORTH OF THE CENTER OF A PAVED ROAD, 0.3 M (1.0 FT) SOUTH OF A
 GF0981'WITNESS POST AND FENCE, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 GF0981'ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GF0981
 GF0981                          STATION RECOVERY (2002)
 GF0981
 GF0981'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1308 ***********************************************************************
 JD1308  DESIGNATION -  H 35
 JD1308  PID         -  JD1308
 JD1308  STATE/COUNTY-  MO/BENTON
 JD1308  USGS QUAD   -  WARSAW EAST (1982)
 JD1308
 JD1308                         *CURRENT SURVEY CONTROL
 JD1308  ___________________________________________________________________
 JD1308* NAD 83(1986)-  38 08 43.     (N)    093 17 25.     (W)     SCALED    
 JD1308* NAVD 88     -       305.514  (meters)    1002.34   (feet)  ADJUSTED  
 JD1308  ___________________________________________________________________
 JD1308  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JD1308  DYNAMIC HT  -         305.294 (meters)    1001.62  (feet)  COMP
 JD1308  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 JD1308
 JD1308  VERT ORDER  -  SECOND    CLASS 0
 JD1308
 JD1308.The horizontal coordinates were scaled from a topographic map and have
 JD1308.an estimated accuracy of +/- 6 seconds.
 JD1308
 JD1308.The orthometric height was determined by differential leveling
 JD1308.and adjusted by the National Geodetic Survey in June 1991..
 JD1308
 JD1308.The geoid height was determined by GEOID03.
 JD1308
 JD1308.The dynamic height is computed by dividing the NAVD 88
 JD1308.geopotential number by the normal gravity value computed on the
 JD1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1308.degrees latitude (g = 980.6199 gals.).
 JD1308
 JD1308.The modeled gravity was interpolated from observed gravity values.
 JD1308
 JD1308;                    North         East    Units  Estimated Accuracy
 JD1308;SPC MO C     -   256,850.      430,730.      MT  (+/- 180 meters Scaled)
 JD1308
 JD1308                          SUPERSEDED SURVEY CONTROL
 JD1308
 JD1308  NGVD 29 (??/??/92)  305.396  (m)         1001.95   (f) ADJ UNCH    2 0
 JD1308
 JD1308.Superseded values are not recommended for survey control.
 JD1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1308.See file dsdata.txt to determine how the superseded data were derived.
 JD1308
 JD1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC745219(NAD 83)
 JD1308_MARKER: DB = BENCH MARK DISK
 JD1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1308_STAMPING: H 35 1934
 JD1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1308+STABILITY: SURFACE MOTION
 JD1308
 JD1308  HISTORY     - Date     Condition        Report By
 JD1308  HISTORY     - 1934     MONUMENTED       CGS
 JD1308
 JD1308                          STATION DESCRIPTION
 JD1308
 JD1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JD1308'2.1 MI N FROM FRISTOE.
 JD1308'2.1 MILES NORTH ALONG U.S. HIGHWAY 65 FROM FRISTOE, BENTON
 JD1308'COUNTY, 41 FEET WEST OF THE WEST EDGE OF A CONCRETE SPILLWAY
 JD1308'ON THE WEST SIDE OF THE HIGHWAY, 37 FEET SOUTHWEST OF THE CENTERLINE
 JD1308'OF THE HIGHWAY, AND 21 YARDS SOUTH OF A POLE.  A STANDARD DISK,
 JD1308'STAMPED H 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1129 ***********************************************************************
 GE1129  DESIGNATION -  H 350
 GE1129  PID         -  GE1129
 GE1129  STATE/COUNTY-  MO/HOWELL
 GE1129  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE1129
 GE1129                         *CURRENT SURVEY CONTROL
 GE1129  ___________________________________________________________________
 GE1129* NAD 83(1986)-  36 54 26.     (N)    091 55 27.     (W)     SCALED    
 GE1129* NAVD 88     -       385.974  (meters)    1266.32   (feet)  ADJUSTED  
 GE1129  ___________________________________________________________________
 GE1129  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 GE1129  DYNAMIC HT  -         385.648 (meters)    1265.25  (feet)  COMP
 GE1129  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GE1129
 GE1129  VERT ORDER  -  FIRST     CLASS II
 GE1129
 GE1129.The horizontal coordinates were scaled from a topographic map and have
 GE1129.an estimated accuracy of +/- 6 seconds.
 GE1129
 GE1129.The orthometric height was determined by differential leveling
 GE1129.and adjusted by the National Geodetic Survey in June 1991..
 GE1129
 GE1129.The geoid height was determined by GEOID03.
 GE1129
 GE1129.The dynamic height is computed by dividing the NAVD 88
 GE1129.geopotential number by the normal gravity value computed on the
 GE1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1129.degrees latitude (g = 980.6199 gals.).
 GE1129
 GE1129.The modeled gravity was interpolated from observed gravity values.
 GE1129
 GE1129;                    North         East    Units  Estimated Accuracy
 GE1129;SPC MO C     -   119,310.      551,320.      MT  (+/- 180 meters Scaled)
 GE1129
 GE1129                          SUPERSEDED SURVEY CONTROL
 GE1129
 GE1129  NGVD 29 (10/05/93)  385.809  (m)         1265.78   (f) ADJUSTED    1 2
 GE1129
 GE1129.Superseded values are not recommended for survey control.
 GE1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1129.See file dsdata.txt to determine how the superseded data were derived.
 GE1129
 GE1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA958851(NAD 83)
 GE1129_MARKER: I = METAL ROD
 GE1129_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1129+WITH SETTING: INFORMATION.
 GE1129_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1129_STAMPING: H 350 1990
 GE1129_MARK LOGO: NGS   
 GE1129_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1129+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 GE1129
 GE1129  HISTORY     - Date     Condition        Report By
 GE1129  HISTORY     - 1990     MONUMENTED       NGS
 GE1129  HISTORY     - 19990927 GOOD             MODNR
 GE1129  HISTORY     - 20060322 GOOD             MODNR
 GE1129
 GE1129                          STATION DESCRIPTION
 GE1129
 GE1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1129'11.4 KM (7.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION
 GE1129'OF STATE HIGHWAY 137 IN WILLOW SPRINGS, 23.7 M (77.8 FT) SOUTHWEST OF
 GE1129'THE HIGHWAY CENTERLINE, 14.3 M (46.9 FT) NORTHWEST OF AND LEVEL WITH
 GE1129'THE CENTER OF COUNTY ROAD 532, 2.5 M (8.2 FT) NORTHWEST OF
 GE1129'UNDERGROUND CABLE JUNCTION BOX NUMBER 4 4M 147, AND 0.2 M (0.7 FT)
 GE1129'EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GE1129'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 2.7
 GE1129'METERS AND PROJECTS .05 CM.
 GE1129
 GE1129                          STATION RECOVERY (1999)
 GE1129
 GE1129'RECOVERY NOTE BY MO DEPT OF NAT RES 1999 (BDC)
 GE1129'RECOVERED IN GOOD CONDITION.
 GE1129
 GE1129                          STATION RECOVERY (2006)
 GE1129
 GE1129'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1129'THE AUTONOMOUS HAD HELD POSITIONS IS LAT  36 54 26.1 LONG  91 55 26.1.
 GE1129' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1153 ***********************************************************************
 GE1153  DESIGNATION -  H 351
 GE1153  PID         -  GE1153
 GE1153  STATE/COUNTY-  MO/OREGON
 GE1153  USGS QUAD   -  BRANDSVILLE (1986)
 GE1153
 GE1153                         *CURRENT SURVEY CONTROL
 GE1153  ___________________________________________________________________
 GE1153* NAD 83(1986)-  36 37 39.     (N)    091 39 34.     (W)     SCALED    
 GE1153* NAVD 88     -       304.184  (meters)     997.98   (feet)  ADJUSTED  
 GE1153  ___________________________________________________________________
 GE1153  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GE1153  DYNAMIC HT  -         303.931 (meters)     997.15  (feet)  COMP
 GE1153  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 GE1153
 GE1153  VERT ORDER  -  FIRST     CLASS II
 GE1153
 GE1153.The horizontal coordinates were scaled from a topographic map and have
 GE1153.an estimated accuracy of +/- 6 seconds.
 GE1153
 GE1153.The orthometric height was determined by differential leveling
 GE1153.and adjusted by the National Geodetic Survey in June 1991..
 GE1153
 GE1153.The geoid height was determined by GEOID03.
 GE1153
 GE1153.The dynamic height is computed by dividing the NAVD 88
 GE1153.geopotential number by the normal gravity value computed on the
 GE1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1153.degrees latitude (g = 980.6199 gals.).
 GE1153
 GE1153.The modeled gravity was interpolated from observed gravity values.
 GE1153
 GE1153;                    North         East    Units  Estimated Accuracy
 GE1153;SPC MO E     -    88,740.      146,300.      MT  (+/- 180 meters Scaled)
 GE1153
 GE1153                          SUPERSEDED SURVEY CONTROL
 GE1153
 GE1153  NGVD 29 (10/05/93)  304.042  (m)          997.51   (f) ADJUSTED    1 2
 GE1153
 GE1153.Superseded values are not recommended for survey control.
 GE1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1153.See file dsdata.txt to determine how the superseded data were derived.
 GE1153
 GE1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA198543(NAD 83)
 GE1153_MARKER: I = METAL ROD
 GE1153_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1153+WITH SETTING: INFORMATION.
 GE1153_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1153_STAMPING: H 351 1990
 GE1153_MARK LOGO: NGS   
 GE1153_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1153+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2006
 GE1153
 GE1153  HISTORY     - Date     Condition        Report By
 GE1153  HISTORY     - 1990     MONUMENTED       NGS
 GE1153  HISTORY     - 20060206 GOOD             MODNR
 GE1153
 GE1153                          STATION DESCRIPTION
 GE1153
 GE1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1153'4.2 KM (2.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 63 FROM THE
 GE1153'JUNCTION OF STATE HIGHWAY F IN KOSHKONONG, 30.0 M (98.4 FT) SOUTHWEST
 GE1153'OF THE SOUTHWEST CORNER OF A HOUSE, 18.2 M (59.7 FT) EAST OF THE
 GE1153'HIGHWAY CENTERLINE, 8.9 M (29.2 FT) SOUTH OF THE CENTER OF COUNTY
 GE1153'ROAD 352, 2.7 M (8.9 FT) SOUTH OF A UTILITY POLE WITH 2 GUY WIRES,
 GE1153'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 GE1153'WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GE1153'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 1.7
 GE1153'METERS AND PROJECTS .04 CM.
 GE1153
 GE1153                          STATION RECOVERY (2006)
 GE1153
 GE1153'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1287 ***********************************************************************
 JC1287  DESIGNATION -  H 36 RESET
 JC1287  PID         -  JC1287
 JC1287  STATE/COUNTY-  MO/MARIES
 JC1287  USGS QUAD   -  VIENNA (1981)
 JC1287
 JC1287                         *CURRENT SURVEY CONTROL
 JC1287  ___________________________________________________________________
 JC1287* NAD 83(1986)-  38 09 07.     (N)    091 54 35.     (W)     SCALED    
 JC1287* NAVD 88     -       262.170  (meters)     860.14   (feet)  ADJUSTED  
 JC1287  ___________________________________________________________________
 JC1287  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JC1287  DYNAMIC HT  -         261.986 (meters)     859.53  (feet)  COMP
 JC1287  MODELED GRAV-     979,919.9   (mgal)                       NAVD 88
 JC1287
 JC1287  VERT ORDER  -  FIRST     CLASS II
 JC1287
 JC1287.The horizontal coordinates were scaled from a topographic map and have
 JC1287.an estimated accuracy of +/- 6 seconds.
 JC1287
 JC1287.The orthometric height was determined by differential leveling
 JC1287.and adjusted by the National Geodetic Survey in June 1991..
 JC1287
 JC1287.The geoid height was determined by GEOID03.
 JC1287
 JC1287.The dynamic height is computed by dividing the NAVD 88
 JC1287.geopotential number by the normal gravity value computed on the
 JC1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1287.degrees latitude (g = 980.6199 gals.).
 JC1287
 JC1287.The modeled gravity was interpolated from observed gravity values.
 JC1287
 JC1287;                    North         East    Units  Estimated Accuracy
 JC1287;SPC MO C     -   257,460.      551,740.      MT  (+/- 180 meters Scaled)
 JC1287
 JC1287                          SUPERSEDED SURVEY CONTROL
 JC1287
 JC1287  NGVD 29 (10/05/93)  262.144  (m)          860.05   (f) ADJUSTED    1 2
 JC1287
 JC1287.Superseded values are not recommended for survey control.
 JC1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1287.See file dsdata.txt to determine how the superseded data were derived.
 JC1287
 JC1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC955232(NAD 83)
 JC1287_MARKER: DV = VERTICAL CONTROL DISK
 JC1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1287_SP_SET: CONCRETE POST
 JC1287_STAMPING: H 36 RESET 1979
 JC1287_MARK LOGO: NGS   
 JC1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1287+STABILITY: SURFACE MOTION
 JC1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1287+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JC1287
 JC1287  HISTORY     - Date     Condition        Report By
 JC1287  HISTORY     - UNK      MONUMENTED
 JC1287  HISTORY     - 19890817 GOOD             NGS
 JC1287  HISTORY     - 20050317 GOOD             MODNR
 JC1287
 JC1287                          STATION DESCRIPTION
 JC1287
 JC1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 JC1287'6.5 KM (4.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC1287'WITH STATE HIGHWAY 42 IN VIENNA, 47.7 M (156.5 FT) SOUTH OF THE
 JC1287'CENTERLINE OF THE HIGHWAY, 19.4 M (63.6 FT) WEST OF THE CENTER OF A
 JC1287'GRAVELED ROAD, 12.5 M (41.6 FT) SOUTH OF THE CENTER OF A DRIVEWAY,
 JC1287'0.5 M (1.6 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) EAST OF A WITNESS
 JC1287'POST, LEVEL WITH THE GRAVELED ROAD, AND IN A CONCRETE MONUMENT THAT
 JC1287'IS FLUSH WITH THE GROUND SURFACE.
 JC1287
 JC1287                          STATION RECOVERY (2005)
 JC1287
 JC1287'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW)
 JC1287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0980 ***********************************************************************
 HD0980  DESIGNATION -  H 4 B 1
 HD0980  PID         -  HD0980
 HD0980  STATE/COUNTY-  MO/CEDAR
 HD0980  USGS QUAD   -  TIFFIN (1991)
 HD0980
 HD0980                         *CURRENT SURVEY CONTROL
 HD0980  ___________________________________________________________________
 HD0980* NAD 83(1986)-  37 52 45.     (N)    093 52 32.     (W)     SCALED    
 HD0980* NAVD 88     -       261.039  (meters)     856.43   (feet)  ADJUSTED  
 HD0980  ___________________________________________________________________
 HD0980  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HD0980  DYNAMIC HT  -         260.844 (meters)     855.79  (feet)  COMP
 HD0980  MODELED GRAV-     979,874.6   (mgal)                       NAVD 88
 HD0980
 HD0980  VERT ORDER  -  SECOND    CLASS 0
 HD0980
 HD0980.The horizontal coordinates were scaled from a topographic map and have
 HD0980.an estimated accuracy of +/- 6 seconds.
 HD0980
 HD0980.The orthometric height was determined by differential leveling
 HD0980.and adjusted by the National Geodetic Survey in June 1991..
 HD0980
 HD0980.The geoid height was determined by GEOID03.
 HD0980
 HD0980.The dynamic height is computed by dividing the NAVD 88
 HD0980.geopotential number by the normal gravity value computed on the
 HD0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0980.degrees latitude (g = 980.6199 gals.).
 HD0980
 HD0980.The modeled gravity was interpolated from observed gravity values.
 HD0980
 HD0980;                    North         East    Units  Estimated Accuracy
 HD0980;SPC MO W     -   190,220.      904,930.      MT  (+/- 180 meters Scaled)
 HD0980
 HD0980                          SUPERSEDED SURVEY CONTROL
 HD0980
 HD0980  NGVD 29 (??/??/92)  260.93   (m)          856.1    (f) COMPUTED    2 0
 HD0980
 HD0980.Superseded values are not recommended for survey control.
 HD0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0980.See file dsdata.txt to determine how the superseded data were derived.
 HD0980
 HD0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB230927(NAD 83)
 HD0980_MARKER: DZ = AZIMUTH MARK DISK
 HD0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0980_SP_SET: TRIBACH
 HD0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0980
 HD0980  HISTORY     - Date     Condition        Report By
 HD0980  HISTORY     - UNK      MONUMENTED       DOD
 HD0980  HISTORY     - 1963     GOOD             NGS
 HD0980
 HD0980                          STATION DESCRIPTION
 HD0980
 HD0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0980'1.8 MI NNE FROM CEDAR SPRINGS.
 HD0980'ABOUT 1.45 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 HD0980'INTERSECTION WITH STATE ROAD DD AND STATE HIGHWAY 39 AT CEDAR
 HD0980'SPRINGS, TO D 248 AT ENTRANCE TO A LANE, THENCE 0.4 MILE
 HD0980'WEST-NORTHWEST ACROSS COUNTRY, ABOUT 0.1 MILE NORTHEAST OF THE
 HD0980'EDGE OF A WOODED AREA, AND THE TOP SURFACE OVER THE CENTER HOLE
 HD0980'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 HD0980'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0975 ***********************************************************************
 HD0975  DESIGNATION -  H 4 B 2
 HD0975  PID         -  HD0975
 HD0975  STATE/COUNTY-  MO/CEDAR
 HD0975  USGS QUAD   -  ROSCOE (1991)
 HD0975
 HD0975                         *CURRENT SURVEY CONTROL
 HD0975  ___________________________________________________________________
 HD0975* NAD 83(1986)-  37 52 39.     (N)    093 51 57.     (W)     SCALED    
 HD0975* NAVD 88     -       259.577  (meters)     851.63   (feet)  ADJUSTED  
 HD0975  ___________________________________________________________________
 HD0975  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HD0975  DYNAMIC HT  -         259.383 (meters)     850.99  (feet)  COMP
 HD0975  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 HD0975
 HD0975  VERT ORDER  -  SECOND    CLASS 0
 HD0975
 HD0975.The horizontal coordinates were scaled from a topographic map and have
 HD0975.an estimated accuracy of +/- 6 seconds.
 HD0975
 HD0975.The orthometric height was determined by differential leveling
 HD0975.and adjusted by the National Geodetic Survey in June 1991..
 HD0975
 HD0975.The geoid height was determined by GEOID03.
 HD0975
 HD0975.The dynamic height is computed by dividing the NAVD 88
 HD0975.geopotential number by the normal gravity value computed on the
 HD0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0975.degrees latitude (g = 980.6199 gals.).
 HD0975
 HD0975.The modeled gravity was interpolated from observed gravity values.
 HD0975
 HD0975;                    North         East    Units  Estimated Accuracy
 HD0975;SPC MO W     -   190,040.      905,790.      MT  (+/- 180 meters Scaled)
 HD0975
 HD0975                          SUPERSEDED SURVEY CONTROL
 HD0975
 HD0975  NGVD 29 (??/??/92)  259.47   (m)          851.3    (f) COMPUTED    2 0
 HD0975
 HD0975.Superseded values are not recommended for survey control.
 HD0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0975.See file dsdata.txt to determine how the superseded data were derived.
 HD0975
 HD0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB238925(NAD 83)
 HD0975_MARKER: DZ = AZIMUTH MARK DISK
 HD0975_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0975_SP_SET: TRIBACH
 HD0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0975
 HD0975  HISTORY     - Date     Condition        Report By
 HD0975  HISTORY     - UNK      MONUMENTED       DOD
 HD0975  HISTORY     - 1963     GOOD             NGS
 HD0975
 HD0975                          STATION DESCRIPTION
 HD0975
 HD0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0975'1.6 MI NE FROM CEDAR SPRINGS.
 HD0975'ABOUT 1.65 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 HD0975'INTERSECTION WITH STATE ROAD DD AND STATE HIGHWAY 39 AT CEDAR
 HD0975'SPRINGS, 0.4 MILE WEST OF A TWO STORY HOUSE ON A HILL, 0.2 MILE
 HD0975'NORTHEAST OF D 248 AT ENTRANCE TO A LANE, 43 FEET NORTHWEST OF
 HD0975'THE CENTER LINE OF THE HIGHWAY, 25 1/2 FEET NORTHEAST OF A
 HD0975'TELEPHONE POLE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 HD0975'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 HD0975'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0978 ***********************************************************************
 HD0978  DESIGNATION -  H 4 Z
 HD0978  PID         -  HD0978
 HD0978  STATE/COUNTY-  MO/CEDAR
 HD0978  USGS QUAD   -  CAPLINGER MILLS (1991)
 HD0978
 HD0978                         *CURRENT SURVEY CONTROL
 HD0978  ___________________________________________________________________
 HD0978* NAD 83(1986)-  37 52 29.     (N)    093 52 10.     (W)     SCALED    
 HD0978* NAVD 88     -       263.071  (meters)     863.09   (feet)  ADJUSTED  
 HD0978  ___________________________________________________________________
 HD0978  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HD0978  DYNAMIC HT  -         262.874 (meters)     862.45  (feet)  COMP
 HD0978  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 HD0978
 HD0978  VERT ORDER  -  SECOND    CLASS 0
 HD0978
 HD0978.The horizontal coordinates were scaled from a topographic map and have
 HD0978.an estimated accuracy of +/- 6 seconds.
 HD0978
 HD0978.The orthometric height was determined by differential leveling
 HD0978.and adjusted by the National Geodetic Survey in June 1991..
 HD0978
 HD0978.The geoid height was determined by GEOID03.
 HD0978
 HD0978.The dynamic height is computed by dividing the NAVD 88
 HD0978.geopotential number by the normal gravity value computed on the
 HD0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0978.degrees latitude (g = 980.6199 gals.).
 HD0978
 HD0978.The modeled gravity was interpolated from observed gravity values.
 HD0978
 HD0978;                    North         East    Units  Estimated Accuracy
 HD0978;SPC MO W     -   189,730.      905,470.      MT  (+/- 180 meters Scaled)
 HD0978
 HD0978                          SUPERSEDED SURVEY CONTROL
 HD0978
 HD0978  NGVD 29 (??/??/92)  262.96   (m)          862.7    (f) COMPUTED    2 0
 HD0978
 HD0978.Superseded values are not recommended for survey control.
 HD0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0978.See file dsdata.txt to determine how the superseded data were derived.
 HD0978
 HD0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB235922(NAD 83)
 HD0978_MARKER: DS = TRIANGULATION STATION DISK
 HD0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0978_STAMPING: H 4 Z 1962
 HD0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0978+STABILITY: SURFACE MOTION
 HD0978
 HD0978  HISTORY     - Date     Condition        Report By
 HD0978  HISTORY     - 1962     MONUMENTED       CGS
 HD0978  HISTORY     - 1963     GOOD             NGS
 HD0978
 HD0978                          STATION DESCRIPTION
 HD0978
 HD0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0978'1.6 MI NE FROM CEDAR SPRINGS.
 HD0978'ABOUT 1.45 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 HD0978'INTERSECTION WITH STATE ROAD DD AND STATE HIGHWAY 39 AT CEDAR
 HD0978'SPRINGS, IN SECTION 23, T 36 N, R 27 W, THENCE 0.1 MILE SOUTHEAST
 HD0978'ALONG A PRIVATE LANE LEADING TO A FARM, 23.5 FEET NORTH OF
 HD0978'H 4 Z R.M. 2, 35.4 FEET SOUTHEAST OF H 4 Z R.M. 1, 18 FEET
 HD0978'SOUTHWEST OF THE CENTER LINE OF THE LANE, 11.0 FEET SOUTHWEST
 HD0978'OF A METAL WITNESS POST, 9 FEET SOUTHWEST OF A FENCE, AND SET
 HD0978'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0977 ***********************************************************************
 HD0977  DESIGNATION -  H 4 Z RM 1
 HD0977  PID         -  HD0977
 HD0977  STATE/COUNTY-  MO/CEDAR
 HD0977  USGS QUAD   -  CAPLINGER MILLS (1991)
 HD0977
 HD0977                         *CURRENT SURVEY CONTROL
 HD0977  ___________________________________________________________________
 HD0977* NAD 83(1986)-  37 52 27.     (N)    093 52 10.     (W)     SCALED    
 HD0977* NAVD 88     -       263.089  (meters)     863.15   (feet)  ADJUSTED  
 HD0977  ___________________________________________________________________
 HD0977  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HD0977  DYNAMIC HT  -         262.892 (meters)     862.50  (feet)  COMP
 HD0977  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 HD0977
 HD0977  VERT ORDER  -  SECOND    CLASS 0
 HD0977
 HD0977.The horizontal coordinates were scaled from a topographic map and have
 HD0977.an estimated accuracy of +/- 6 seconds.
 HD0977
 HD0977.The orthometric height was determined by differential leveling
 HD0977.and adjusted by the National Geodetic Survey in June 1991..
 HD0977
 HD0977.The geoid height was determined by GEOID03.
 HD0977
 HD0977.The dynamic height is computed by dividing the NAVD 88
 HD0977.geopotential number by the normal gravity value computed on the
 HD0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0977.degrees latitude (g = 980.6199 gals.).
 HD0977
 HD0977.The modeled gravity was interpolated from observed gravity values.
 HD0977
 HD0977;                    North         East    Units  Estimated Accuracy
 HD0977;SPC MO W     -   189,670.      905,480.      MT  (+/- 180 meters Scaled)
 HD0977
 HD0977                          SUPERSEDED SURVEY CONTROL
 HD0977
 HD0977  NGVD 29 (??/??/92)  262.98   (m)          862.8    (f) COMPUTED    2 0
 HD0977
 HD0977.Superseded values are not recommended for survey control.
 HD0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0977.See file dsdata.txt to determine how the superseded data were derived.
 HD0977
 HD0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB235922(NAD 83)
 HD0977_MARKER: DR = REFERENCE MARK DISK
 HD0977_SETTING: 66 = SET IN ROCK OUTCROP
 HD0977_SP_SET: ROCK OUTCROP
 HD0977_STAMPING: H 4 Z NO1 1962
 HD0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0977+STABILITY: POSITION/ELEVATION WELL
 HD0977
 HD0977  HISTORY     - Date     Condition        Report By
 HD0977  HISTORY     - 1962     MONUMENTED       CGS
 HD0977  HISTORY     - 1963     GOOD             NGS
 HD0977
 HD0977                          STATION DESCRIPTION
 HD0977
 HD0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0977'1.6 MI NE FROM CEDAR SPRINGS.
 HD0977'ABOUT 1.45 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 HD0977'INTERSECTION WITH STATE ROAD DD AND STATE HIGHWAY 39 AT CEDAR
 HD0977'SPRINGS, THENCE 0.1 MILE SOUTHEAST ALONG A PRIVATE LANE LEADING
 HD0977'TO A FARM, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE LANE,
 HD0977'35.4 FEET NORTHWEST OF H 4 Z 1962 TRIANGULATION STATION, 16 FEET
 HD0977'SOUTHWEST OF A FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 HD0977'LANE, AND SET IN THE TOP OF A SMALL ROCK OUTCROP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0979 ***********************************************************************
 HD0979  DESIGNATION -  H 4 Z RM 2
 HD0979  PID         -  HD0979
 HD0979  STATE/COUNTY-  MO/CEDAR
 HD0979  USGS QUAD   -  CAPLINGER MILLS (1991)
 HD0979
 HD0979                         *CURRENT SURVEY CONTROL
 HD0979  ___________________________________________________________________
 HD0979* NAD 83(1986)-  37 52 27.     (N)    093 52 10.     (W)     SCALED    
 HD0979* NAVD 88     -       262.967  (meters)     862.75   (feet)  ADJUSTED  
 HD0979  ___________________________________________________________________
 HD0979  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HD0979  DYNAMIC HT  -         262.770 (meters)     862.10  (feet)  COMP
 HD0979  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 HD0979
 HD0979  VERT ORDER  -  SECOND    CLASS 0
 HD0979
 HD0979.The horizontal coordinates were scaled from a topographic map and have
 HD0979.an estimated accuracy of +/- 6 seconds.
 HD0979
 HD0979.The orthometric height was determined by differential leveling
 HD0979.and adjusted by the National Geodetic Survey in June 1991..
 HD0979
 HD0979.The geoid height was determined by GEOID03.
 HD0979
 HD0979.The dynamic height is computed by dividing the NAVD 88
 HD0979.geopotential number by the normal gravity value computed on the
 HD0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0979.degrees latitude (g = 980.6199 gals.).
 HD0979
 HD0979.The modeled gravity was interpolated from observed gravity values.
 HD0979
 HD0979;                    North         East    Units  Estimated Accuracy
 HD0979;SPC MO W     -   189,670.      905,480.      MT  (+/- 180 meters Scaled)
 HD0979
 HD0979                          SUPERSEDED SURVEY CONTROL
 HD0979
 HD0979  NGVD 29 (??/??/92)  262.86   (m)          862.4    (f) COMPUTED    2 0
 HD0979
 HD0979.Superseded values are not recommended for survey control.
 HD0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0979.See file dsdata.txt to determine how the superseded data were derived.
 HD0979
 HD0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB235922(NAD 83)
 HD0979_MARKER: DR = REFERENCE MARK DISK
 HD0979_SETTING: 66 = SET IN ROCK OUTCROP
 HD0979_SP_SET: ROCK OUTCROP
 HD0979_STAMPING: H 4 Z NO1 1962
 HD0979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0979+STABILITY: POSITION/ELEVATION WELL
 HD0979
 HD0979  HISTORY     - Date     Condition        Report By
 HD0979  HISTORY     - 1962     MONUMENTED       CGS
 HD0979  HISTORY     - 1963     GOOD             NGS
 HD0979
 HD0979                          STATION DESCRIPTION
 HD0979
 HD0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0979'1.6 MI NE FROM CEDAR SPRINGS.
 HD0979'ABOUT 1.45 MILE NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 HD0979'INTERSECTION WITH STATE ROAD DD AND STATE HIGHWAY 39 AT CEDAR
 HD0979'SPRINGS, THENCE 0.1 MILE SOUTHEAST ALONG A PRIVATE LANE LEADING
 HD0979'TO A FARM, 23.5 FEET SOUTH OF H 4 Z 1962 TRIANGULATION STATION,
 HD0979'28 FEET SOUTHWEST OF A FENCE, 35 FEET SOUTHWEST OF THE CENTER
 HD0979'LINE OF THE LANE, 1 FOOT BELOW THE LEVEL OF THE LANE, AND SET
 HD0979'IN THE TOP OF A SMALL ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0039 ***********************************************************************
 GG0039  DESIGNATION -  H 47
 GG0039  PID         -  GG0039
 GG0039  STATE/COUNTY-  MO/NEWTON
 GG0039  USGS QUAD   -  NEOSHO WEST (1972)
 GG0039
 GG0039                         *CURRENT SURVEY CONTROL
 GG0039  ___________________________________________________________________
 GG0039* NAD 83(1986)-  36 52 11.     (N)    094 23 22.     (W)     SCALED    
 GG0039* NAVD 88     -       333.102  (meters)    1092.85   (feet)  ADJUSTED  
 GG0039  ___________________________________________________________________
 GG0039  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GG0039  DYNAMIC HT  -         332.826 (meters)    1091.95  (feet)  COMP
 GG0039  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GG0039
 GG0039  VERT ORDER  -  SECOND    CLASS 0
 GG0039
 GG0039.The horizontal coordinates were scaled from a topographic map and have
 GG0039.an estimated accuracy of +/- 6 seconds.
 GG0039
 GG0039.The orthometric height was determined by differential leveling
 GG0039.and adjusted by the National Geodetic Survey in June 1991..
 GG0039
 GG0039.The geoid height was determined by GEOID03.
 GG0039
 GG0039.The dynamic height is computed by dividing the NAVD 88
 GG0039.geopotential number by the normal gravity value computed on the
 GG0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0039.degrees latitude (g = 980.6199 gals.).
 GG0039
 GG0039.The modeled gravity was interpolated from observed gravity values.
 GG0039
 GG0039;                    North         East    Units  Estimated Accuracy
 GG0039;SPC MO W     -    78,020.      859,860.      MT  (+/- 180 meters Scaled)
 GG0039
 GG0039                          SUPERSEDED SURVEY CONTROL
 GG0039
 GG0039  NGVD 29 (??/??/92)  332.972  (m)         1092.43   (f) ADJ UNCH    2 0
 GG0039
 GG0039.Superseded values are not recommended for survey control.
 GG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0039.See file dsdata.txt to determine how the superseded data were derived.
 GG0039
 GG0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA761813(NAD 83)
 GG0039_MARKER: DB = BENCH MARK DISK
 GG0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0039_SP_SET: UNDERPASS
 GG0039_STAMPING: H 47 1934
 GG0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0039
 GG0039  HISTORY     - Date     Condition        Report By
 GG0039  HISTORY     - 1934     MONUMENTED       CGS
 GG0039  HISTORY     - 1987     GOOD             USPSQD
 GG0039  HISTORY     - 1988     GOOD             USPSQD
 GG0039  HISTORY     - 19901106 GOOD             MOGS
 GG0039
 GG0039                          STATION DESCRIPTION
 GG0039
 GG0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0039'2.1 MI W FROM NEOSHO.
 GG0039'2.1 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0039'THE KANSAS CITY SOUTHERN RAILWAY STATION AT NEOSHO, NEWTON COUNTY,
 GG0039'NEAR MILEPOST 311, AT THE UNDERPASS OF U.S. HIGHWAY 71, AND IN
 GG0039'THE TOP OF THE NORTH CORNER OF THE EAST CONCRETE ABUTMENT.
 GG0039'A STANDARD DISK, STAMPED H 47 1934.
 GG0039
 GG0039                          STATION RECOVERY (1987)
 GG0039
 GG0039'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0039'RECOVERED IN GOOD CONDITION.
 GG0039
 GG0039                          STATION RECOVERY (1988)
 GG0039
 GG0039'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0039'RECOVERED IN GOOD CONDITION.
 GG0039
 GG0039                          STATION RECOVERY (1990)
 GG0039
 GG0039'RECOVERY NOTE BY MISSOURI GEODETIC SURVEY 1990
 GG0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0951 ***********************************************************************
 GG0951  DESIGNATION -  H 47 RESET
 GG0951  PID         -  GG0951
 GG0951  STATE/COUNTY-  MO/NEWTON
 GG0951  USGS QUAD   -  NEOSHO WEST (1972)
 GG0951
 GG0951                         *CURRENT SURVEY CONTROL
 GG0951  ___________________________________________________________________
 GG0951* NAD 83(1986)-  36 52 10.     (N)    094 23 24.     (W)     SCALED    
 GG0951* NAVD 88     -       333.60   (meters)    1094.5    (feet)  RESET     
 GG0951  ___________________________________________________________________
 GG0951  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GG0951
 GG0951  VERT ORDER  -  THIRD
 GG0951
 GG0951.The horizontal coordinates were scaled from a topographic map and have
 GG0951.an estimated accuracy of +/- 6 seconds.
 GG0951
 GG0951.The orthometric height was computed from unverified reset data.
 GG0951.No vertical observational check was made to the station.
 GG0951
 GG0951.The geoid height was determined by GEOID03.
 GG0951
 GG0951;                    North         East    Units  Estimated Accuracy
 GG0951;SPC MO W     -    77,990.      859,810.      MT  (+/- 180 meters Scaled)
 GG0951
 GG0951                          SUPERSEDED SURVEY CONTROL
 GG0951
 GG0951  NGVD 29 (02/22/06)  333.47   (m)         1094.1    (f) RESET       3  
 GG0951
 GG0951.Superseded values are not recommended for survey control.
 GG0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0951.See file dsdata.txt to determine how the superseded data were derived.
 GG0951
 GG0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA761812(NAD 83)
 GG0951_MARKER: DV = VERTICAL CONTROL DISK
 GG0951_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GG0951_SP_SET: RAILROAD OVERPASS
 GG0951_STAMPING: H 47 RESET 1990
 GG0951_MARK LOGO: NGS   
 GG0951_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0951+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2006
 GG0951
 GG0951  HISTORY     - Date     Condition        Report By
 GG0951  HISTORY     - 1990     MONUMENTED       MODNR
 GG0951  HISTORY     - 19900510 GOOD             MODNR
 GG0951  HISTORY     - 20050530 GOOD             GEOCAC
 GG0951  HISTORY     - 20060403 GOOD             MODNR
 GG0951
 GG0951                          STATION DESCRIPTION
 GG0951
 GG0951'DESCRIBED BY MO DEPT OF NAT RES 1990
 GG0951'LOCATED AT THE U.S. HIGHWAY 71 AND BURLINGTON NORTHERN JUNCTION ON
 GG0951'THE NORTH SIDE OF NEOSHO, SET INTO THE NORTH CORNER OF THE EAST
 GG0951'CONCRETE ABUTMENT.
 GG0951
 GG0951                          STATION RECOVERY (1990)
 GG0951
 GG0951'RECOVERY NOTE BY MO DEPT OF NAT RES 1990 (BDC)
 GG0951'THE BENCH MARK IS LOCATED IN THE NORTH CORNER OF THE EAST CONCRETE
 GG0951'ABUTMENT OF THE U.S. HIGHWAY 71 AND THE BURLINGTON NORTHEN RAILROAD
 GG0951'INTERSECTION, ON THE NORTH SIDE OF NEOSHO.
 GG0951
 GG0951                          STATION RECOVERY (2005)
 GG0951
 GG0951'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 GG0951'HANDHELD GPS COORDINATES N36 52.169 W94 23.376
 GG0951
 GG0951                          STATION RECOVERY (2006)
 GG0951
 GG0951'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MOD)
 GG0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0652 ***********************************************************************
 HD0652  DESIGNATION -  H 5
 HD0652  PID         -  HD0652
 HD0652  STATE/COUNTY-  MO/GREENE
 HD0652  USGS QUAD   -  BROOKLINE (1975)
 HD0652
 HD0652                         *CURRENT SURVEY CONTROL
 HD0652  ___________________________________________________________________
 HD0652* NAD 83(1997)-  37 10 09.19959(N)    093 24 58.08710(W)     ADJUSTED  
 HD0652* NAVD 88     -       390.859  (meters)    1282.34   (feet)  ADJUSTED  
 HD0652  ___________________________________________________________________
 HD0652  X           -    -303,238.170 (meters)                     COMP
 HD0652  Y           -  -5,079,914.323 (meters)                     COMP
 HD0652  Z           -   3,832,593.402 (meters)                     COMP
 HD0652  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 HD0652  ELLIP HEIGHT-         361.60  (meters)          (02/17/00) GPS OBS
 HD0652  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 HD0652  DYNAMIC HT  -         390.542 (meters)    1281.30  (feet)  COMP
 HD0652  MODELED GRAV-     979,807.3   (mgal)                       NAVD 88
 HD0652
 HD0652  HORZ ORDER  -  FIRST
 HD0652  VERT ORDER  -  FIRST     CLASS II
 HD0652  ELLP ORDER  -  FOURTH    CLASS I
 HD0652
 HD0652.The horizontal coordinates were established by GPS observations
 HD0652.and adjusted by the National Geodetic Survey in February 2000..
 HD0652
 HD0652.The orthometric height was determined by differential leveling
 HD0652.and adjusted by the National Geodetic Survey in June 1991..
 HD0652
 HD0652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD0652
 HD0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0652
 HD0652.The ellipsoidal height was determined by GPS observations
 HD0652.and is referenced to NAD 83.
 HD0652
 HD0652.The geoid height was determined by GEOID03.
 HD0652
 HD0652.The dynamic height is computed by dividing the NAVD 88
 HD0652.geopotential number by the normal gravity value computed on the
 HD0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0652.degrees latitude (g = 980.6199 gals.).
 HD0652
 HD0652.The modeled gravity was interpolated from observed gravity values.
 HD0652
 HD0652;                    North         East     Units Scale Factor Converg.
 HD0652;SPC MO C     -   148,624.482   418,638.815   MT  1.00001485   -0 33 12.7
 HD0652;UTM  15      - 4,113,726.054   463,056.043   MT  0.99961681   -0 15 05.1
 HD0652
 HD0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0652!SPC MO C     -   0.99994326  x   1.00001485  =   0.99995811
 HD0652!UTM  15      -   0.99994326  x   0.99961681  =   0.99956009
 HD0652
 HD0652                          SUPERSEDED SURVEY CONTROL
 HD0652
 HD0652  NAD 83(1997)-  37 10 09.19971(N)    093 24 58.08705(W) AD(       ) 1
 HD0652  NAD 83(1986)-  37 10 09.21169(N)    093 24 58.08777(W) AD(       ) 1
 HD0652  NAVD 88 (03/04/97)  390.86   (m)         1282.3    (f) LEVELING    3  
 HD0652  NGVD 29 (??/??/92)  390.725  (m)         1281.90   (f) ADJ UNCH    1 2
 HD0652
 HD0652.Superseded values are not recommended for survey control.
 HD0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0652.See file dsdata.txt to determine how the superseded data were derived.
 HD0652
 HD0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6305613726(NAD 83)
 HD0652_MARKER: DH = HORIZONTAL CONTROL DISK
 HD0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0652_STAMPING: 1281.904 H 5 1928
 HD0652_MARK LOGO: CGS   
 HD0652_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0652+STABILITY: SURFACE MOTION
 HD0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0652+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1996
 HD0652
 HD0652  HISTORY     - Date     Condition        Report By
 HD0652  HISTORY     - 1928     MONUMENTED       CGS
 HD0652  HISTORY     - 1934     GOOD             NGS
 HD0652  HISTORY     - 19891011 MARK NOT FOUND   NGS
 HD0652  HISTORY     - 19960823 GOOD             MODNR
 HD0652
 HD0652                          STATION DESCRIPTION
 HD0652
 HD0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0652'0.5 MI N FROM BROOKLINE.
 HD0652'1/2 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 HD0652'STATION AT BROOKLINE, GREENE COUNTY, AT THE NORTHEAST CORNER OF A
 HD0652'COUNTY-ROAD CROSSING, 72 FEET NORTHEAST OF THE CENTER OF THE
 HD0652'CROSSING, 41 FEET EAST OF THE CENTERLINE OF THE TRACK, 40-1/2 FEET
 HD0652'NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 8-1/2 FEET WEST OF
 HD0652'THE EAST RIGHT-OF-WAY FENCE, 10 FEET SOUTH OF POLE 246-17, AND 2
 HD0652'FEET EAST OF THE ROW OF POLES.  A STANDARD DISK, STAMPED 1281.904
 HD0652'H 5 1928 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HD0652'GROUND.
 HD0652
 HD0652                          STATION RECOVERY (1989)
 HD0652
 HD0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0652'MARK NOT FOUND.
 HD0652
 HD0652                          STATION RECOVERY (1996)
 HD0652
 HD0652'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 HD0652'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHWEST OF DOWNTOWN
 HD0652'SPRINGFIELD AND ABOUT 0.5 MI (0.8 KM) NORTH OF THE TOWN OF BROOKLINE
 HD0652'IN THE EAST RIGHT-OF-WAY OF THE BURLINGTON-NORTHERN RAILROAD IN
 HD0652'SECTION 35, TOWNSHIP 29 NORTH, RANGE 23 WEST.  THE STATION IS 41.6 FT
 HD0652'(12.7 M) NORTH OF THE CENTERLINE OF FARM ROAD -156-, 37.92 FT (11.56
 HD0652'M) EAST OF THE EAST RAIL OF THE RAILROAD, 9.99 FT (3.04 M) SOUTH OF A
 HD0652'NAIL AND SHINER IN THE EAST SIDE OF A TELEGRAPH POLE, 10.4 FT (3.2 M)
 HD0652'WEST OF A STEEL PIPE FENCE, 21.6 FT (6.6 M) NORTHWEST OF A STEEL PIPE
 HD0652'CORNER POST, AND 40.9 FT (12.5 M) NORTHEAST OF A RAILROAD CROSSING
 HD0652'SIGNAL POLE. THE AZIMUTH MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH
 HD0652'OF THE STATION ON THE EAST EDGE OF BROOKLINE AT A COUNTY ROAD RAILROAD
 HD0652'CROSSING.  IT IS 28.90 FT (8.81 M) WEST OF THE WEST RAIL, 93.67 FT
 HD0652'(28.55 M) NORTHWEST OF THE CONCRETE BASE OF RR CROSSING SIGNAL POLE,
 HD0652'AND 49.82 FT (15.19 M) SOUTHEAST OF A NAIL AND SHINER IN THE EAST SIDE
 HD0652'OF A POWER POLE, 33.9 FT (10.3 M) EAST OF CENTERLINE OF PAVED COUNTY
 HD0652'ROAD -160- AND 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS POST. THE
 HD0652'STATION IS A BENCH MARK ESTABLISHED IN 1928 BY CGS AND IS A BRASS CAP
 HD0652'IN A MASS OF CONCRETE FLUSH WITH THE GROUND SURFACE AND IS STAMPED -H
 HD0652'5 1928-.  THE AZIMUTH MARK IS AN ALUMINUM CAP IN A MASS OF CONCRETE
 HD0652'FLUSH WITH THE GROUND. TO REACH THE STATION FROM THE INTERSECTION OF
 HD0652'U.S.  HIGHWAY 160 AND U.S.  HIGHWAY 60 IN THE SOUTHWEST PART OF
 HD0652'SPRINGFIELD GO WEST AND SOUTHWEST ON HIGHWAY 60 2.21 MI (3.56 KM) TO
 HD0652'CROSSROADS WITH FARM ROAD -156-.  TURN RIGHT AND GO WEST ON FARM ROAD
 HD0652'-156- 1.68 MI (2.70 KM) TO RAILROAD CROSSING AND THE STATION ON THE
 HD0652'RIGHT. TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON
 HD0652'FARM ROAD -156- 0.18 MI (0.29 KM) TO T-ROAD ON LEFT.  TURN LEFT AND GO
 HD0652'SOUTH 0.41 MI (0.66 KM) TO CROSSROADS AND STOP SIGN IN THE TOWN OF
 HD0652'BROOKLINE.  TURN LEFT AND GO EAST AND SOUTH 0.1 MI (0.2 KM) TO
 HD0652'RAILROAD CROSSING AND THE MARK ON THE LEFT AS DESCRIBED. DATE OF
 HD0652'REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0993 ***********************************************************************
 HD0993  DESIGNATION -  H 5 B 1
 HD0993  PID         -  HD0993
 HD0993  STATE/COUNTY-  MO/CEDAR
 HD0993  USGS QUAD   -  FILLEY (1991)
 HD0993
 HD0993                         *CURRENT SURVEY CONTROL
 HD0993  ___________________________________________________________________
 HD0993* NAD 83(1986)-  37 51 53.     (N)    093 56 53.     (W)     SCALED    
 HD0993* NAVD 88     -       279.329  (meters)     916.43   (feet)  ADJUSTED  
 HD0993  ___________________________________________________________________
 HD0993  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HD0993  DYNAMIC HT  -         279.120 (meters)     915.75  (feet)  COMP
 HD0993  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 HD0993
 HD0993  VERT ORDER  -  SECOND    CLASS 0
 HD0993
 HD0993.The horizontal coordinates were scaled from a topographic map and have
 HD0993.an estimated accuracy of +/- 6 seconds.
 HD0993
 HD0993.The orthometric height was determined by differential leveling
 HD0993.and adjusted by the National Geodetic Survey in June 1991..
 HD0993
 HD0993.The geoid height was determined by GEOID03.
 HD0993
 HD0993.The dynamic height is computed by dividing the NAVD 88
 HD0993.geopotential number by the normal gravity value computed on the
 HD0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0993.degrees latitude (g = 980.6199 gals.).
 HD0993
 HD0993.The modeled gravity was interpolated from observed gravity values.
 HD0993
 HD0993;                    North         East    Units  Estimated Accuracy
 HD0993;SPC MO W     -   188,580.      898,570.      MT  (+/- 180 meters Scaled)
 HD0993
 HD0993                          SUPERSEDED SURVEY CONTROL
 HD0993
 HD0993  NGVD 29 (??/??/92)  279.23   (m)          916.1    (f) COMPUTED    2 0
 HD0993
 HD0993.Superseded values are not recommended for survey control.
 HD0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0993.See file dsdata.txt to determine how the superseded data were derived.
 HD0993
 HD0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB166912(NAD 83)
 HD0993_MARKER: DZ = AZIMUTH MARK DISK
 HD0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0993_SP_SET: TRIBACH
 HD0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0993
 HD0993  HISTORY     - Date     Condition        Report By
 HD0993  HISTORY     - UNK      MONUMENTED       DOD
 HD0993  HISTORY     - 1963     GOOD             NGS
 HD0993
 HD0993                          STATION DESCRIPTION
 HD0993
 HD0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0993'4.8 MI E FROM ELDORADO SPRINGS.
 HD0993'ABOUT 0.1 MILE EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 HD0993'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH
 HD0993'ALONG STATE HIGHWAY 82, THENCE 4.25 MILES EAST ALONG U.S. HIGHWAY
 HD0993'54 TO A T- FENCE THENCE 0.3 MILE NORTH ALONG EAST SIDE OF FENCE
 HD0993'LINE, ABOUT 0.1 MILE SOUTH OF 5 CEDAR TREES, 3 FEET EAST OF A
 HD0993'FENCE, THE CENTER OF A TRIBACH MOUNTED ON THE TOP OF AN 18-INCH
 HD0993'CONCRETE CYLINDER PROJECTING 4 FEET.  NOTE-- THE ROD WAS HELD
 HD0993'ON THE TOP SURFACE OF THE TRIBACH OVER THE CENTER HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0992 ***********************************************************************
 HD0992  DESIGNATION -  H 5 B 2
 HD0992  PID         -  HD0992
 HD0992  STATE/COUNTY-  MO/CEDAR
 HD0992  USGS QUAD   -  FILLEY (1991)
 HD0992
 HD0992                         *CURRENT SURVEY CONTROL
 HD0992  ___________________________________________________________________
 HD0992* NAD 83(1986)-  37 51 39.     (N)    093 56 32.     (W)     SCALED    
 HD0992* NAVD 88     -       288.455  (meters)     946.37   (feet)  ADJUSTED  
 HD0992  ___________________________________________________________________
 HD0992  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HD0992  DYNAMIC HT  -         288.239 (meters)     945.66  (feet)  COMP
 HD0992  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 HD0992
 HD0992  VERT ORDER  -  SECOND    CLASS 0
 HD0992
 HD0992.The horizontal coordinates were scaled from a topographic map and have
 HD0992.an estimated accuracy of +/- 6 seconds.
 HD0992
 HD0992.The orthometric height was determined by differential leveling
 HD0992.and adjusted by the National Geodetic Survey in June 1991..
 HD0992
 HD0992.The geoid height was determined by GEOID03.
 HD0992
 HD0992.The dynamic height is computed by dividing the NAVD 88
 HD0992.geopotential number by the normal gravity value computed on the
 HD0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0992.degrees latitude (g = 980.6199 gals.).
 HD0992
 HD0992.The modeled gravity was interpolated from observed gravity values.
 HD0992
 HD0992;                    North         East    Units  Estimated Accuracy
 HD0992;SPC MO W     -   188,150.      899,080.      MT  (+/- 180 meters Scaled)
 HD0992
 HD0992                          SUPERSEDED SURVEY CONTROL
 HD0992
 HD0992  NGVD 29 (??/??/92)  288.35   (m)          946.0    (f) COMPUTED    2 0
 HD0992
 HD0992.Superseded values are not recommended for survey control.
 HD0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0992.See file dsdata.txt to determine how the superseded data were derived.
 HD0992
 HD0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB171907(NAD 83)
 HD0992_MARKER: DZ = AZIMUTH MARK DISK
 HD0992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0992_SP_SET: TRIBACH
 HD0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0992
 HD0992  HISTORY     - Date     Condition        Report By
 HD0992  HISTORY     - UNK      MONUMENTED       DOD
 HD0992  HISTORY     - 1963     GOOD             NGS
 HD0992
 HD0992                          STATION DESCRIPTION
 HD0992
 HD0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0992'4.8 MI E FROM ELDORADO SPRINGS.
 HD0992'ABOUT 0.1 MILE EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 HD0992'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH
 HD0992'ALONG STATE HIGHWAY 82, THENCE 4.55 MILES EAST ALONG U.S. HIGHWAY
 HD0992'54, OR 2.95 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0992'WITH STATE ROAD DD AND STATE HIGHWAY 39 AT CEDAR SPRINGS, ABOUT
 HD0992'0.1 MILE NORTHWEST OF A CURVE ON THE CREST OF A HILL, 114 YARDS
 HD0992'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 54, 145 FEET EAST OF A
 HD0992'LONE CEDAR TREE IN A NORTH-SOUTH FENCE LINE, THE CENTER OF A
 HD0992'TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 HD0992'PROJECTING 4 FEET.  NOTE-- THE ROD WAS HELD ON THE TOP SURFACE OF
 HD0992'THE TRIBACH OVER THE CENTER HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0990 ***********************************************************************
 HD0990  DESIGNATION -  H 5 Z
 HD0990  PID         -  HD0990
 HD0990  STATE/COUNTY-  MO/CEDAR
 HD0990  USGS QUAD   -  FILLEY (1991)
 HD0990
 HD0990                         *CURRENT SURVEY CONTROL
 HD0990  ___________________________________________________________________
 HD0990* NAD 83(1986)-  37 51 56.     (N)    093 56 29.     (W)     SCALED    
 HD0990* NAVD 88     -       294.683  (meters)     966.81   (feet)  ADJUSTED  
 HD0990  ___________________________________________________________________
 HD0990  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HD0990  DYNAMIC HT  -         294.462 (meters)     966.08  (feet)  COMP
 HD0990  MODELED GRAV-     979,872.9   (mgal)                       NAVD 88
 HD0990
 HD0990  VERT ORDER  -  SECOND    CLASS 0
 HD0990
 HD0990.The horizontal coordinates were scaled from a topographic map and have
 HD0990.an estimated accuracy of +/- 6 seconds.
 HD0990
 HD0990.The orthometric height was determined by differential leveling
 HD0990.and adjusted by the National Geodetic Survey in June 1991..
 HD0990
 HD0990.The geoid height was determined by GEOID03.
 HD0990
 HD0990.The dynamic height is computed by dividing the NAVD 88
 HD0990.geopotential number by the normal gravity value computed on the
 HD0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0990.degrees latitude (g = 980.6199 gals.).
 HD0990
 HD0990.The modeled gravity was interpolated from observed gravity values.
 HD0990
 HD0990;                    North         East    Units  Estimated Accuracy
 HD0990;SPC MO W     -   188,680.      899,150.      MT  (+/- 180 meters Scaled)
 HD0990
 HD0990                          SUPERSEDED SURVEY CONTROL
 HD0990
 HD0990  NGVD 29 (??/??/92)  294.58   (m)          966.5    (f) COMPUTED    2 0
 HD0990
 HD0990.Superseded values are not recommended for survey control.
 HD0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0990.See file dsdata.txt to determine how the superseded data were derived.
 HD0990
 HD0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB171913(NAD 83)
 HD0990_MARKER: DS = TRIANGULATION STATION DISK
 HD0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0990_STAMPING: H5Z 1962
 HD0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0990+STABILITY: SURFACE MOTION
 HD0990
 HD0990  HISTORY     - Date     Condition        Report By
 HD0990  HISTORY     - 1962     MONUMENTED       CGS
 HD0990  HISTORY     - 1963     GOOD             NGS
 HD0990
 HD0990                          STATION DESCRIPTION
 HD0990
 HD0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0990'5.2 MI E FROM ELDORADO SPRINGS.
 HD0990'ABOUT 0.1 MILE EAST ALONG THE MISSOURI-KANSAS AND TEXAS RAILROAD
 HD0990'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH
 HD0990'ALONG STATE HIGHWAY 82, THENCE 4.55 MILES EAST ALONG U.S. HIGHWAY
 HD0990'54, THENCE 0.45 MILE NORTH ACROSS A PASTURE, IN SECTION 30,
 HD0990'T 36 N, R 27 W, 151 FEET NORTHEAST OF AN EVERGREEN TREE, 130.7
 HD0990'FEET NORTHEAST OF H5Z NO 1, 223.7 FEET SOUTHEAST OF H5Z NO 2,
 HD0990'131.3 FEET NORTHEAST OF A METAL WITNESS POST AND SET IN THE
 HD0990'TOP OF A CONCRETE POST 10 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0989 ***********************************************************************
 HD0989  DESIGNATION -  H 5 Z RM 1
 HD0989  PID         -  HD0989
 HD0989  STATE/COUNTY-  MO/CEDAR
 HD0989  USGS QUAD   -  FILLEY (1991)
 HD0989
 HD0989                         *CURRENT SURVEY CONTROL
 HD0989  ___________________________________________________________________
 HD0989* NAD 83(1986)-  37 51 58.     (N)    093 56 31.     (W)     SCALED    
 HD0989* NAVD 88     -       293.926  (meters)     964.32   (feet)  ADJUSTED  
 HD0989  ___________________________________________________________________
 HD0989  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HD0989  DYNAMIC HT  -         293.706 (meters)     963.60  (feet)  COMP
 HD0989  MODELED GRAV-     979,873.0   (mgal)                       NAVD 88
 HD0989
 HD0989  VERT ORDER  -  SECOND    CLASS 0
 HD0989
 HD0989.The horizontal coordinates were scaled from a topographic map and have
 HD0989.an estimated accuracy of +/- 6 seconds.
 HD0989
 HD0989.The orthometric height was determined by differential leveling
 HD0989.and adjusted by the National Geodetic Survey in June 1991..
 HD0989
 HD0989.The geoid height was determined by GEOID03.
 HD0989
 HD0989.The dynamic height is computed by dividing the NAVD 88
 HD0989.geopotential number by the normal gravity value computed on the
 HD0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0989.degrees latitude (g = 980.6199 gals.).
 HD0989
 HD0989.The modeled gravity was interpolated from observed gravity values.
 HD0989
 HD0989;                    North         East    Units  Estimated Accuracy
 HD0989;SPC MO W     -   188,740.      899,100.      MT  (+/- 180 meters Scaled)
 HD0989
 HD0989                          SUPERSEDED SURVEY CONTROL
 HD0989
 HD0989  NGVD 29 (??/??/92)  293.82   (m)          964.0    (f) COMPUTED    2 0
 HD0989
 HD0989.Superseded values are not recommended for survey control.
 HD0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0989.See file dsdata.txt to determine how the superseded data were derived.
 HD0989
 HD0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB171913(NAD 83)
 HD0989_MARKER: DR = REFERENCE MARK DISK
 HD0989_SETTING: 66 = SET IN ROCK OUTCROP
 HD0989_SP_SET: ROCK OUTCROP
 HD0989_STAMPING: H5Z NO 1 1962
 HD0989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0989+STABILITY: POSITION/ELEVATION WELL
 HD0989
 HD0989  HISTORY     - Date     Condition        Report By
 HD0989  HISTORY     - 1962     MONUMENTED       CGS
 HD0989  HISTORY     - 1963     GOOD             NGS
 HD0989
 HD0989                          STATION DESCRIPTION
 HD0989
 HD0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0989'5.2 MI E FROM ELDORADO SPRINGS.
 HD0989'ABOUT 0.1 MILE EAST ALONG THE MISSOURI-KANSAS AND TEXAS RAILROAD
 HD0989'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH
 HD0989'ALONG STATE HIGHWAY 82, THENCE 4.55 MILES EAST ALONG U.S. HIGHWAY
 HD0989'54, THENCE 0.45 MILE NORTH ACROSS A PASTURE, IN SECTION 30,
 HD0989'T 36 N, R 27 W, 20.0 FEET NORTH EAST OF AN EVERGREEN TREE,
 HD0989'130.7 FEET SOUTHWEST OF H5Z, 1962, 2.4 FEET SOUTHEAST OF A METAL
 HD0989'WITNESS POST AND SET IN THE TOP OF A ROCK OUTCROP PROJECTING
 HD0989'1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0991 ***********************************************************************
 HD0991  DESIGNATION -  H 5 Z RM 2
 HD0991  PID         -  HD0991
 HD0991  STATE/COUNTY-  MO/CEDAR
 HD0991  USGS QUAD   -  FILLEY (1991)
 HD0991
 HD0991                         *CURRENT SURVEY CONTROL
 HD0991  ___________________________________________________________________
 HD0991* NAD 83(1986)-  37 51 59.     (N)    093 56 31.     (W)     SCALED    
 HD0991* NAVD 88     -       293.022  (meters)     961.36   (feet)  ADJUSTED  
 HD0991  ___________________________________________________________________
 HD0991  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HD0991  DYNAMIC HT  -         292.802 (meters)     960.63  (feet)  COMP
 HD0991  MODELED GRAV-     979,873.0   (mgal)                       NAVD 88
 HD0991
 HD0991  VERT ORDER  -  SECOND    CLASS 0
 HD0991
 HD0991.The horizontal coordinates were scaled from a topographic map and have
 HD0991.an estimated accuracy of +/- 6 seconds.
 HD0991
 HD0991.The orthometric height was determined by differential leveling
 HD0991.and adjusted by the National Geodetic Survey in June 1991..
 HD0991
 HD0991.The geoid height was determined by GEOID03.
 HD0991
 HD0991.The dynamic height is computed by dividing the NAVD 88
 HD0991.geopotential number by the normal gravity value computed on the
 HD0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0991.degrees latitude (g = 980.6199 gals.).
 HD0991
 HD0991.The modeled gravity was interpolated from observed gravity values.
 HD0991
 HD0991;                    North         East    Units  Estimated Accuracy
 HD0991;SPC MO W     -   188,770.      899,100.      MT  (+/- 180 meters Scaled)
 HD0991
 HD0991                          SUPERSEDED SURVEY CONTROL
 HD0991
 HD0991  NGVD 29 (??/??/92)  292.92   (m)          961.0    (f) COMPUTED    2 0
 HD0991
 HD0991.Superseded values are not recommended for survey control.
 HD0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0991.See file dsdata.txt to determine how the superseded data were derived.
 HD0991
 HD0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB171914(NAD 83)
 HD0991_MARKER: DR = REFERENCE MARK DISK
 HD0991_SETTING: 66 = SET IN ROCK OUTCROP
 HD0991_SP_SET: ROCK OUTCROP
 HD0991_STAMPING: H5Z NO 2 1962
 HD0991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0991+STABILITY: POSITION/ELEVATION WELL
 HD0991
 HD0991  HISTORY     - Date     Condition        Report By
 HD0991  HISTORY     - 1962     MONUMENTED       CGS
 HD0991  HISTORY     - 1963     GOOD             NGS
 HD0991
 HD0991                          STATION DESCRIPTION
 HD0991
 HD0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0991'5.2 MI E FROM ELDORADO SPRINGS.
 HD0991'ABOUT 0.1 MILE EAST ALONG THE MISSOURI-KANSAS AND TEXAS RAILROAD
 HD0991'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH
 HD0991'ALONG STATE HIGHWAY 82, THENCE 4.55 MILES EAST ALONG U.S. HIGHWAY
 HD0991'54, THENCE 0.4 MILE NORTH ACROSS A PASTURE, IN SECTION 30,
 HD0991'T 36 N, R 27 W, 37.0 FEET SOUTH EAST OF AN EVERGREEN ON THE NORTH
 HD0991'SLOPE OF A HILL, 223.7 FEET NORTHWEST OF H5Z, 1962 AND SET IN
 HD0991'THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0698 ***********************************************************************
 HC0698  DESIGNATION -  H 50
 HC0698  PID         -  HC0698
 HC0698  STATE/COUNTY-  MO/DENT
 HC0698  USGS QUAD   -  DARIEN (1981)
 HC0698
 HC0698                         *CURRENT SURVEY CONTROL
 HC0698  ___________________________________________________________________
 HC0698* NAD 83(1997)-  37 33 15.58495(N)    091 30 11.63557(W)     ADJUSTED  
 HC0698* NAVD 88     -       409.961  (meters)    1345.01   (feet)  POSTED    
 HC0698  ___________________________________________________________________
 HC0698  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 HC0698  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0698  DYNAMIC HT  -         409.640 (meters)    1343.96  (feet)  COMP
 HC0698  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 HC0698
 HC0698  HORZ ORDER  -  SECOND
 HC0698  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0698
 HC0698.The horizontal coordinates were established by classical geodetic methods
 HC0698.and adjusted by the National Geodetic Survey in February 2000..
 HC0698
 HC0698.The orthometric height was determined by differential leveling
 HC0698.and adjusted by the National Geodetic Survey in 1992..
 HC0698.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0698.rate of 0.0 thru 1.0 mm/km.
 HC0698
 HC0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0698
 HC0698.The geoid height was determined by GEOID03.
 HC0698
 HC0698.The dynamic height is computed by dividing the NAVD 88
 HC0698.geopotential number by the normal gravity value computed on the
 HC0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0698.degrees latitude (g = 980.6199 gals.).
 HC0698
 HC0698.The modeled gravity was interpolated from observed gravity values.
 HC0698
 HC0698;                    North         East     Units Scale Factor Converg.
 HC0698;SPC MO E     -   191,442.549   161,357.803   MT  1.00003008   -0 36 41.5
 HC0698;UTM  15      - 4,157,421.471   632,207.415   MT  0.99981530   +0 54 44.8
 HC0698
 HC0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0698!SPC MO E     -   0.99994039  x   1.00003008  =   0.99997047
 HC0698!UTM  15      -   0.99994039  x   0.99981530  =   0.99975571
 HC0698
 HC0698                          SUPERSEDED SURVEY CONTROL
 HC0698
 HC0698  NAD 83(1986)-  37 33 15.59799(N)    091 30 11.63406(W) AD(       ) 2
 HC0698  NAD 27      -  37 33 15.43800(N)    091 30 11.11100(W) AD(       ) 2
 HC0698  NGVD 29 (??/??/92)  409.871  (m)         1344.72   (f) ADJ UNCH    2 0
 HC0698
 HC0698.Superseded values are not recommended for survey control.
 HC0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0698.See file dsdata.txt to determine how the superseded data were derived.
 HC0698
 HC0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB3220757421(NAD 83)
 HC0698_MARKER: DB = BENCH MARK DISK
 HC0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0698_STAMPING: H 50 1934
 HC0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0698+STABILITY: SURFACE MOTION
 HC0698
 HC0698  HISTORY     - Date     Condition        Report By
 HC0698  HISTORY     - 1934     MONUMENTED       CGS
 HC0698  HISTORY     - 1947     GOOD             CGS
 HC0698
 HC0698                          STATION DESCRIPTION
 HC0698
 HC0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0698'7.5 MI S FROM SALEM.
 HC0698'7.5 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0698'AT SALEM, DENT COUNTY, 5.1 MILES NORTH OF THE POST OFFICE AT
 HC0698'GLADDEN, 300 FEET NORTH OF THE GAINES SERVICE STATION, 20 FEET
 HC0698'NORTH OF A SECONDARY ROAD, 2 FEET SOUTH OF A WIRE FENCE, AND 40
 HC0698'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 HC0698'STAMPED H 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0698
 HC0698                          STATION RECOVERY (1947)
 HC0698
 HC0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0698'THE STATION IS LOCATED 6.9 MILES SOUTH OF SALEM, IN THE
 HC0698'SOUTHEAST 1/4 OF SEC. 17, T. 33 N, R. 5 W, 150 FEET NORTH
 HC0698'OF A SINCLAIR FILLING STATION, 25 FEET NORTH OF INTERSECTION
 HC0698'OF STATE HIGHWAY 19 AND A GRAVELED ROAD LEFT AND ABOUT 2 FEET
 HC0698'SOUTH OF A FENCE.  THE MARK IS SET IN AN 8 BY 8 INCH SQUARE
 HC0698'CONCRETE POST WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED H 50
 HC0698'1934.
 HC0698'
 HC0698'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GROGAN
 HC0698'1934 TO USC AND GS H 50 1934.  IT IS 165.137 METERS (541.79 FEET)
 HC0698'SOUTH OF THE STATION.
 HC0698'
 HC0698'TO REACH FROM THE COURT HOUSE IN SALEM GO SOUTH ON STATE
 HC0698'HIGHWAY 19 FOR 6.9 MILES TO GRAVELED ROAD LEFT AND STATION
 HC0698'ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0686 ***********************************************************************
 GE0686  DESIGNATION -  H 51
 GE0686  PID         -  GE0686
 GE0686  STATE/COUNTY-  MO/OREGON
 GE0686  USGS QUAD   -  THOMASVILLE (1986)
 GE0686
 GE0686                         *CURRENT SURVEY CONTROL
 GE0686  ___________________________________________________________________
 GE0686* NAD 83(1986)-  36 51 48.     (N)    091 31 57.     (W)     SCALED    
 GE0686* NAVD 88     -       295.117  (meters)     968.23   (feet)  POSTED    
 GE0686  ___________________________________________________________________
 GE0686  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GE0686  DYNAMIC HT  -         294.880 (meters)     967.45  (feet)  COMP
 GE0686  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 GE0686
 GE0686  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0686
 GE0686.The horizontal coordinates were scaled from a topographic map and have
 GE0686.an estimated accuracy of +/- 6 seconds.
 GE0686
 GE0686.The orthometric height was determined by differential leveling
 GE0686.and adjusted by the National Geodetic Survey in 1992..
 GE0686.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0686.rate of 0.0 thru 1.0 mm/km.
 GE0686
 GE0686.The geoid height was determined by GEOID03.
 GE0686
 GE0686.The dynamic height is computed by dividing the NAVD 88
 GE0686.geopotential number by the normal gravity value computed on the
 GE0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0686.degrees latitude (g = 980.6199 gals.).
 GE0686
 GE0686.The modeled gravity was interpolated from observed gravity values.
 GE0686
 GE0686;                    North         East    Units  Estimated Accuracy
 GE0686;SPC MO E     -   114,780.      157,940.      MT  (+/- 180 meters Scaled)
 GE0686
 GE0686                          SUPERSEDED SURVEY CONTROL
 GE0686
 GE0686  NGVD 29 (??/??/92)  295.003  (m)          967.86   (f) ADJ UNCH    2 0
 GE0686
 GE0686.Superseded values are not recommended for survey control.
 GE0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0686.See file dsdata.txt to determine how the superseded data were derived.
 GE0686
 GE0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA308807(NAD 83)
 GE0686_MARKER: DB = BENCH MARK DISK
 GE0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0686_STAMPING: H 51 1934
 GE0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0686+STABILITY: SURFACE MOTION
 GE0686
 GE0686  HISTORY     - Date     Condition        Report By
 GE0686  HISTORY     - 1934     MONUMENTED       CGS
 GE0686  HISTORY     - 1980     POOR             USGS
 GE0686
 GE0686                          STATION DESCRIPTION
 GE0686
 GE0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0686'5.9 MI N FROM THOMASVILLE.
 GE0686'5.9 MILES NORTH ALONG STATE HIGHWAY 80 FROM THOMASVILLE, OREGON
 GE0686'COUNTY, 1.9 MILES SOUTH OF THE SHANNON-OREGON COUNTY LINE, AT
 GE0686'THE SUMMIT OF A GRADE, 45 FEET SOUTHWEST OF THE INTERSECTION
 GE0686'OF A CROSSROAD, 27 FEET SOUTH OF THE ROAD, AND 40 FEET WEST OF
 GE0686'THE HIGHWAY.  A STANDARD DISK, STAMPED H 51 1934 AND SET IN THE
 GE0686'TOP OF A CONCRETE POST.
 GE0686
 GE0686                          STATION RECOVERY (1980)
 GE0686
 GE0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 GE0686'THIS MONUMENT HAS BEEN BUMPED AND BROKEN IN HALF ABOUT 1.5 FT. BELOW
 GE0686'SURFACE OF THE GROUND. THE BOTTOM IS VERY SOLID IN ITS ORIGINAL
 GE0686'PLACE. HE TWO HALVES FIT TOGETHER FIRMLY. ELEVATION SHOULD BE GOOD IF
 GE0686'TOP PORTION IS NOT TAMPERRED WITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0458 ***********************************************************************
 HC0458  DESIGNATION -  H 52
 HC0458  PID         -  HC0458
 HC0458  STATE/COUNTY-  MO/DENT
 HC0458  USGS QUAD   -  STONE HILL (1981)
 HC0458
 HC0458                         *CURRENT SURVEY CONTROL
 HC0458  ___________________________________________________________________
 HC0458* NAD 83(1986)-  37 37 09.     (N)    091 17 19.     (W)     SCALED    
 HC0458* NAVD 88     -       419.843  (meters)    1377.43   (feet)  ADJUSTED  
 HC0458  ___________________________________________________________________
 HC0458  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HC0458  DYNAMIC HT  -         419.513 (meters)    1376.35  (feet)  COMP
 HC0458  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 HC0458
 HC0458  VERT ORDER  -  SECOND    CLASS 0
 HC0458
 HC0458.The horizontal coordinates were scaled from a topographic map and have
 HC0458.an estimated accuracy of +/- 6 seconds.
 HC0458
 HC0458.The orthometric height was determined by differential leveling
 HC0458.and adjusted by the National Geodetic Survey in June 1991..
 HC0458
 HC0458.The geoid height was determined by GEOID03.
 HC0458
 HC0458.The dynamic height is computed by dividing the NAVD 88
 HC0458.geopotential number by the normal gravity value computed on the
 HC0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0458.degrees latitude (g = 980.6199 gals.).
 HC0458
 HC0458.The modeled gravity was interpolated from observed gravity values.
 HC0458
 HC0458;                    North         East    Units  Estimated Accuracy
 HC0458;SPC MO E     -   198,460.      180,380.      MT  (+/- 180 meters Scaled)
 HC0458
 HC0458                          SUPERSEDED SURVEY CONTROL
 HC0458
 HC0458  NGVD 29 (??/??/92)  419.783  (m)         1377.24   (f) ADJ UNCH    2 0
 HC0458
 HC0458.Superseded values are not recommended for survey control.
 HC0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0458.See file dsdata.txt to determine how the superseded data were derived.
 HC0458
 HC0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB510649(NAD 83)
 HC0458_MARKER: DB = BENCH MARK DISK
 HC0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0458_STAMPING: H 52 1934
 HC0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0458+STABILITY: SURFACE MOTION
 HC0458
 HC0458  HISTORY     - Date     Condition        Report By
 HC0458  HISTORY     - 1934     MONUMENTED       CGS
 HC0458  HISTORY     - 1977     POOR             USGS
 HC0458  HISTORY     - 1977     POOR             USGS
 HC0458
 HC0458                          STATION DESCRIPTION
 HC0458
 HC0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0458'11.2 MI W FROM BIXBY.
 HC0458'IN DENT COUNTY, 11.2 MILES WEST ALONG STATE HIGHWAY 32 FROM THE
 HC0458'GENERAL STORE AT BIXBY, IRON COUNTY, 0.2 MILE NORTHEAST OF THE
 HC0458'SUMMIT OF A STEEP HILL, 560 FEET SOUTHWEST OF THE SOUTHWEST END OF
 HC0458'AN OLD FARM, 120 FEET SOUTHEAST OF THE HIGHWAY, 24 FEET NORTHWEST
 HC0458'OF THE NORTH END OF A CORRUGATED-IRON PIPE CULVERT UNDER A SIDE
 HC0458'ROAD, 18 FEET NORTHEAST OF THE CENTER OF A GATE, AND 39 FEET WEST
 HC0458'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 52
 HC0458'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0458
 HC0458                          STATION RECOVERY (1977)
 HC0458
 HC0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HC0458'MARK RECOVERED IN POOR CONDITION.
 HC0458
 HC0458                          STATION RECOVERY (1977)
 HC0458
 HC0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HC0458'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0052 ***********************************************************************
 GE0052  DESIGNATION -  H 53
 GE0052  PID         -  GE0052
 GE0052  STATE/COUNTY-  MO/WAYNE
 GE0052  USGS QUAD   -  HENDRICKSON (1976)
 GE0052
 GE0052                         *CURRENT SURVEY CONTROL
 GE0052  ___________________________________________________________________
 GE0052* NAD 83(1986)-  36 58 42.     (N)    090 22 30.     (W)     SCALED    
 GE0052* NAVD 88     -       111.123  (meters)     364.58   (feet)  ADJUSTED  
 GE0052  ___________________________________________________________________
 GE0052  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GE0052  DYNAMIC HT  -         111.036 (meters)     364.29  (feet)  COMP
 GE0052  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 GE0052
 GE0052  VERT ORDER  -  SECOND    CLASS 0
 GE0052
 GE0052.The horizontal coordinates were scaled from a topographic map and have
 GE0052.an estimated accuracy of +/- 6 seconds.
 GE0052
 GE0052.The orthometric height was determined by differential leveling
 GE0052.and adjusted by the National Geodetic Survey in June 1991..
 GE0052
 GE0052.The geoid height was determined by GEOID03.
 GE0052
 GE0052.The dynamic height is computed by dividing the NAVD 88
 GE0052.geopotential number by the normal gravity value computed on the
 GE0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0052.degrees latitude (g = 980.6199 gals.).
 GE0052
 GE0052.The modeled gravity was interpolated from observed gravity values.
 GE0052
 GE0052;                    North         East    Units  Estimated Accuracy
 GE0052;SPC MO E     -   127,060.      261,130.      MT  (+/- 180 meters Scaled)
 GE0052
 GE0052                          SUPERSEDED SURVEY CONTROL
 GE0052
 GE0052  NGVD 29 (??/??/92)  111.149  (m)          364.66   (f) ADJ UNCH    2 0
 GE0052
 GE0052.Superseded values are not recommended for survey control.
 GE0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0052.See file dsdata.txt to determine how the superseded data were derived.
 GE0052
 GE0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA336956(NAD 83)
 GE0052_MARKER: DB = BENCH MARK DISK
 GE0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0052_STAMPING: H 53 1934
 GE0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0052+STABILITY: SURFACE MOTION
 GE0052
 GE0052  HISTORY     - Date     Condition        Report By
 GE0052  HISTORY     - 1934     MONUMENTED       CGS
 GE0052  HISTORY     - 1965     MARK NOT FOUND   USGS
 GE0052
 GE0052                          STATION DESCRIPTION
 GE0052
 GE0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0052'1.7 MI W FROM CHAONIA.
 GE0052'1.7 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0052'THE STATION AT CHAONIA, WAYNE COUNTY, 176 FEET EAST OF THE FIFTH
 GE0052'POLE WEST OF MILEPOST 190, 367 FEET EAST OF A TRESTLE, 83 FEET
 GE0052'NORTH OF A CURVE IN THE SIDE ROAD LEADING TO MR. SHIPTANS FARM,
 GE0052'22 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 13 FEET SOUTH
 GE0052'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 53 1934
 GE0052'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE ST. LOUIS-SAN
 GE0052'FRANCISCO RAILWAY HAS BEEN ABANDONED AS OF FEBRUARY 1945.
 GE0052
 GE0052                          STATION RECOVERY (1965)
 GE0052
 GE0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GE0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0010 ***********************************************************************
 HC0010  DESIGNATION -  H 54
 HC0010  PID         -  HC0010
 HC0010  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0010  USGS QUAD   -  WEINGARTEN (1980)
 HC0010
 HC0010                         *CURRENT SURVEY CONTROL
 HC0010  ___________________________________________________________________
 HC0010* NAD 83(1986)-  37 53 23.     (N)    090 12 45.     (W)     SCALED    
 HC0010* NAVD 88     -       253.057  (meters)     830.24   (feet)  ADJUSTED  
 HC0010  ___________________________________________________________________
 HC0010  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HC0010  DYNAMIC HT  -         252.876 (meters)     829.64  (feet)  COMP
 HC0010  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 HC0010
 HC0010  VERT ORDER  -  SECOND    CLASS 0
 HC0010
 HC0010.The horizontal coordinates were scaled from a topographic map and have
 HC0010.an estimated accuracy of +/- 6 seconds.
 HC0010
 HC0010.The orthometric height was determined by differential leveling
 HC0010.and adjusted by the National Geodetic Survey in June 1991..
 HC0010
 HC0010.The geoid height was determined by GEOID03.
 HC0010
 HC0010.The dynamic height is computed by dividing the NAVD 88
 HC0010.geopotential number by the normal gravity value computed on the
 HC0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0010.degrees latitude (g = 980.6199 gals.).
 HC0010
 HC0010.The modeled gravity was interpolated from observed gravity values.
 HC0010
 HC0010;                    North         East    Units  Estimated Accuracy
 HC0010;SPC MO E     -   228,230.      275,290.      MT  (+/- 180 meters Scaled)
 HC0010
 HC0010                          SUPERSEDED SURVEY CONTROL
 HC0010
 HC0010  NGVD 29 (??/??/92)  253.119  (m)          830.44   (f) ADJ UNCH    2 0
 HC0010
 HC0010.Superseded values are not recommended for survey control.
 HC0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0010.See file dsdata.txt to determine how the superseded data were derived.
 HC0010
 HC0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB451972(NAD 83)
 HC0010_MARKER: DB = BENCH MARK DISK
 HC0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0010_STAMPING: H 54 1934
 HC0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0010+STABILITY: SURFACE MOTION
 HC0010
 HC0010  HISTORY     - Date     Condition        Report By
 HC0010  HISTORY     - 1934     MONUMENTED       CGS
 HC0010
 HC0010                          STATION DESCRIPTION
 HC0010
 HC0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0010'AT WEINGARTEN.
 HC0010'AT WEINGARTEN, ON THE MISSOURI-ILLINOIS RAILROAD, 108 FEET EAST
 HC0010'OF THE SOUTHEAST CORNER OF THE STATION, AT A ROAD CROSSING, 78 FEET
 HC0010'WEST OF THE CENTERLINE OF THE ROAD, 45 FEET SOUTH OF THE SOUTH
 HC0010'RAIL, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD
 HC0010'DISK, STAMPED H 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0331 ***********************************************************************
 HC0331  DESIGNATION -  H 55
 HC0331  PID         -  HC0331
 HC0331  STATE/COUNTY-  MO/ST FRANCOIS
 HC0331  USGS QUAD   -  FLAT RIVER (1982)
 HC0331
 HC0331                         *CURRENT SURVEY CONTROL
 HC0331  ___________________________________________________________________
 HC0331* NAD 83(1986)-  37 45 58.     (N)    090 37 25.     (W)     SCALED    
 HC0331* NAVD 88     -       311.939  (meters)    1023.42   (feet)  ADJUSTED  
 HC0331  ___________________________________________________________________
 HC0331  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HC0331  DYNAMIC HT  -         311.713 (meters)    1022.68  (feet)  COMP
 HC0331  MODELED GRAV-     979,895.7   (mgal)                       NAVD 88
 HC0331
 HC0331  VERT ORDER  -  SECOND    CLASS 0
 HC0331
 HC0331.The horizontal coordinates were scaled from a topographic map and have
 HC0331.an estimated accuracy of +/- 6 seconds.
 HC0331
 HC0331.The orthometric height was determined by differential leveling
 HC0331.and adjusted by the National Geodetic Survey in June 1991..
 HC0331
 HC0331.The geoid height was determined by GEOID03.
 HC0331
 HC0331.The dynamic height is computed by dividing the NAVD 88
 HC0331.geopotential number by the normal gravity value computed on the
 HC0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0331.degrees latitude (g = 980.6199 gals.).
 HC0331
 HC0331.The modeled gravity was interpolated from observed gravity values.
 HC0331
 HC0331;                    North         East    Units  Estimated Accuracy
 HC0331;SPC MO E     -   214,480.      239,110.      MT  (+/- 180 meters Scaled)
 HC0331
 HC0331                          SUPERSEDED SURVEY CONTROL
 HC0331
 HC0331  NGVD 29 (??/??/92)  311.958  (m)         1023.48   (f) ADJ UNCH    2 0
 HC0331
 HC0331.Superseded values are not recommended for survey control.
 HC0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0331.See file dsdata.txt to determine how the superseded data were derived.
 HC0331
 HC0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB093825(NAD 83)
 HC0331_MARKER: DB = BENCH MARK DISK
 HC0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0331_STAMPING: H 55 1934
 HC0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0331+STABILITY: SURFACE MOTION
 HC0331
 HC0331  HISTORY     - Date     Condition        Report By
 HC0331  HISTORY     - 1934     MONUMENTED       CGS
 HC0331
 HC0331                          STATION DESCRIPTION
 HC0331
 HC0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0331'AT BISMARCK.
 HC0331'AT BISMARCK, ST. FRANCOIS COUNTY, 600 FEET SOUTHEAST OF THE
 HC0331'MISSOURI-ILLINOIS RAILROAD STATION, 150 FEET EAST OF THE
 HC0331'CENTERLINE OF THE TRACK, 100 FEET WEST OF A FIREHOUSE, AT THE
 HC0331'CITY WATER TOWER, AND IN THE TOP OF THE NORTHWEST CONCRETE
 HC0331'FOOTING.  A STANDARD DISK, STAMPED H 55 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0125 ***********************************************************************
 HC0125  DESIGNATION -  H 58
 HC0125  PID         -  HC0125
 HC0125  STATE/COUNTY-  MO/WAYNE
 HC0125  USGS QUAD   -  GREENVILLE (1985)
 HC0125
 HC0125                         *CURRENT SURVEY CONTROL
 HC0125  ___________________________________________________________________
 HC0125* NAD 83(1986)-  37 09 53.     (N)    090 27 53.     (W)     SCALED    
 HC0125* NAVD 88     -       122.504  (meters)     401.92   (feet)  ADJUSTED  
 HC0125  ___________________________________________________________________
 HC0125  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 HC0125  DYNAMIC HT  -         122.410 (meters)     401.61  (feet)  COMP
 HC0125  MODELED GRAV-     979,859.0   (mgal)                       NAVD 88
 HC0125
 HC0125  VERT ORDER  -  SECOND    CLASS 0
 HC0125
 HC0125.The horizontal coordinates were scaled from a topographic map and have
 HC0125.an estimated accuracy of +/- 6 seconds.
 HC0125
 HC0125.The orthometric height was determined by differential leveling
 HC0125.and adjusted by the National Geodetic Survey in June 1991..
 HC0125
 HC0125.The geoid height was determined by GEOID03.
 HC0125
 HC0125.The dynamic height is computed by dividing the NAVD 88
 HC0125.geopotential number by the normal gravity value computed on the
 HC0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0125.degrees latitude (g = 980.6199 gals.).
 HC0125
 HC0125.The modeled gravity was interpolated from observed gravity values.
 HC0125
 HC0125;                    North         East    Units  Estimated Accuracy
 HC0125;SPC MO E     -   147,730.      253,130.      MT  (+/- 180 meters Scaled)
 HC0125
 HC0125                          SUPERSEDED SURVEY CONTROL
 HC0125
 HC0125  NGVD 29 (??/??/92)  122.561  (m)          402.10   (f) ADJ UNCH    2 0
 HC0125
 HC0125.Superseded values are not recommended for survey control.
 HC0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0125.See file dsdata.txt to determine how the superseded data were derived.
 HC0125
 HC0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB251161(NAD 83)
 HC0125_MARKER: DB = BENCH MARK DISK
 HC0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0125_STAMPING: H 58 1934
 HC0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0125+STABILITY: SURFACE MOTION
 HC0125
 HC0125  HISTORY     - Date     Condition        Report By
 HC0125  HISTORY     - 1934     MONUMENTED       CGS
 HC0125  HISTORY     - 1964     GOOD             NGS
 HC0125  HISTORY     - 20020906 POOR             USACE
 HC0125
 HC0125                          STATION DESCRIPTION
 HC0125
 HC0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HC0125'1 MI S FROM SILVA.
 HC0125'SILVA, APPROXIMATELY 1.0 MI S OF ON OLD HWY 67, NEAR SE CORNER
 HC0125'SEC. 21, T 29 N, R 5 E, 270 FT S, 37 FT E AND 0.6 FT LOWER THAN
 HC0125'A T-RD W TO NEW HWY 67, 18 FT N AND 0.5 FT W OF A FENCE
 HC0125'CORNER IN A CONCRETE POST A STANDARD TABLET STAMPED H 58 1934.
 HC0125
 HC0125                          STATION RECOVERY (2002)
 HC0125
 HC0125'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0125'THE STATION WAS FOUND LYING OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0244 ***********************************************************************
 JC0244  DESIGNATION -  H 59
 JC0244  PID         -  JC0244
 JC0244  STATE/COUNTY-  MO/JEFFERSON
 JC0244  USGS QUAD   -  VALMEYER (1993)
 JC0244
 JC0244                         *CURRENT SURVEY CONTROL
 JC0244  ___________________________________________________________________
 JC0244* NAD 83(1986)-  38 21 54.     (N)    090 21 43.     (W)     SCALED    
 JC0244* NAVD 88     -       125.083  (meters)     410.38   (feet)  ADJUSTED  
 JC0244  ___________________________________________________________________
 JC0244  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JC0244  DYNAMIC HT  -         125.001 (meters)     410.11  (feet)  COMP
 JC0244  MODELED GRAV-     979,973.2   (mgal)                       NAVD 88
 JC0244
 JC0244  VERT ORDER  -  SECOND    CLASS 0
 JC0244
 JC0244.The horizontal coordinates were scaled from a topographic map and have
 JC0244.an estimated accuracy of +/- 6 seconds.
 JC0244
 JC0244.The orthometric height was determined by differential leveling
 JC0244.and adjusted by the National Geodetic Survey in June 1991..
 JC0244
 JC0244.The geoid height was determined by GEOID03.
 JC0244
 JC0244.The dynamic height is computed by dividing the NAVD 88
 JC0244.geopotential number by the normal gravity value computed on the
 JC0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0244.degrees latitude (g = 980.6199 gals.).
 JC0244
 JC0244.The modeled gravity was interpolated from observed gravity values.
 JC0244
 JC0244;                    North         East    Units  Estimated Accuracy
 JC0244;SPC MO E     -   280,950.      262,070.      MT  (+/- 180 meters Scaled)
 JC0244
 JC0244                          SUPERSEDED SURVEY CONTROL
 JC0244
 JC0244  NGVD 29 (??/??/92)  125.204  (m)          410.77   (f) ADJ UNCH    2 0
 JC0244
 JC0244.Superseded values are not recommended for survey control.
 JC0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0244.See file dsdata.txt to determine how the superseded data were derived.
 JC0244
 JC0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC304496(NAD 83)
 JC0244_MARKER: DB = BENCH MARK DISK
 JC0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0244_STAMPING: H 59 1934
 JC0244_MARK LOGO: CGS   
 JC0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0244+STABILITY: SURFACE MOTION
 JC0244
 JC0244  HISTORY     - Date     Condition        Report By
 JC0244  HISTORY     - 1934     MONUMENTED       CGS
 JC0244  HISTORY     - 1987     GOOD             USPSQD
 JC0244  HISTORY     - 19930202 GOOD             MODNR
 JC0244
 JC0244                          STATION DESCRIPTION
 JC0244
 JC0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JC0244'AT KIMMSWICK.
 JC0244'AT KIMMSWICK, JEFFERSON COUNTY, 69 FEET NORTHEAST OF THE
 JC0244'NORTHEAST CORNER OF THE MISSOURI PACIFIC RAILROAD STATION, 15
 JC0244'FEET SOUTH OF THE WALK LEADING TO THE A.C. BOAT AND MACHINE SHOP,
 JC0244'AND 4 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED H 59 1934
 JC0244'AND SET IN THE TOP OF A CONCRETE POST.
 JC0244
 JC0244                          STATION RECOVERY (1987)
 JC0244
 JC0244'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNS)
 JC0244'RECOVERED IN GOOD CONDITION.
 JC0244
 JC0244                          STATION RECOVERY (1993)
 JC0244
 JC0244'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 JC0244'THE MARK IS 165.0 FEET EAST OF THE CENTERLINES OF MARKET AND FRONT
 JC0244'STREET, 30.0 FEET EAST OF THE CENTERLINE OF THE RAILROAD TRACK, 15
 JC0244'FEET SOUTH OF THE WALK LEADING TO A ONE STORY BRICK SHOP BUILDING, 1.0
 JC0244'FOOT WEST OF A CARSONITE WITNESS POST. THE MARK IS AT THE EAST EDGE OF
 JC0244'THE TOWN OF KIMMSWICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0261 ***********************************************************************
 HD0261  DESIGNATION -  H 6
 HD0261  PID         -  HD0261
 HD0261  STATE/COUNTY-  MO/WEBSTER
 HD0261  USGS QUAD   -  FORDLAND (1982)
 HD0261
 HD0261                         *CURRENT SURVEY CONTROL
 HD0261  ___________________________________________________________________
 HD0261* NAD 83(1986)-  37 09 35.     (N)    092 53 30.     (W)     SCALED    
 HD0261* NAVD 88     -       511.665  (meters)    1678.69   (feet)  ADJUSTED  
 HD0261  ___________________________________________________________________
 HD0261  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HD0261  DYNAMIC HT  -         511.244 (meters)    1677.31  (feet)  COMP
 HD0261  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 HD0261
 HD0261  VERT ORDER  -  FIRST     CLASS II
 HD0261
 HD0261.The horizontal coordinates were scaled from a topographic map and have
 HD0261.an estimated accuracy of +/- 6 seconds.
 HD0261
 HD0261.The orthometric height was determined by differential leveling
 HD0261.and adjusted by the National Geodetic Survey in June 1991..
 HD0261
 HD0261.The geoid height was determined by GEOID03.
 HD0261
 HD0261.The dynamic height is computed by dividing the NAVD 88
 HD0261.geopotential number by the normal gravity value computed on the
 HD0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0261.degrees latitude (g = 980.6199 gals.).
 HD0261
 HD0261.The modeled gravity was interpolated from observed gravity values.
 HD0261
 HD0261;                    North         East    Units  Estimated Accuracy
 HD0261;SPC MO C     -   147,250.      465,210.      MT  (+/- 180 meters Scaled)
 HD0261
 HD0261                          SUPERSEDED SURVEY CONTROL
 HD0261
 HD0261  NGVD 29 (??/??/92)  511.503  (m)         1678.16   (f) ADJ UNCH    1 2
 HD0261
 HD0261.Superseded values are not recommended for survey control.
 HD0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0261.See file dsdata.txt to determine how the superseded data were derived.
 HD0261
 HD0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB096125(NAD 83)
 HD0261_MARKER: DB = BENCH MARK DISK
 HD0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0261_STAMPING: 1678.156 H 6 1928
 HD0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0261+STABILITY: SURFACE MOTION
 HD0261
 HD0261  HISTORY     - Date     Condition        Report By
 HD0261  HISTORY     - 1928     MONUMENTED       CGS
 HD0261  HISTORY     - 1950     GOOD             NGS
 HD0261  HISTORY     - 1979     POOR             USGS
 HD0261  HISTORY     - 1979     POOR             USGS
 HD0261  HISTORY     - 19891002 MARK NOT FOUND   NGS
 HD0261
 HD0261                          STATION DESCRIPTION
 HD0261
 HD0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HD0261'2.3 MI W FROM DIGGINS.
 HD0261'2.3 MILES WEST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0261'THE STATION AT DIGGINS, WEBSTER COUNTY, 121-1/2 FEET NORTHWEST
 HD0261'OF A ROAD CROSSING, 110 FEET EAST OF THE CENTERLINE OF THE
 HD0261'ROAD CROSSING THE TRACK, 94 FEET EAST OF THE CONCRETE HEADWALL OF
 HD0261'A 5-INCH CORRUGATED IRON PIPE CULVERT PARALLEL TO THE HIGHWAY,
 HD0261'38-1/2 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 42.2 FEET
 HD0261'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 60, 19 FEET EAST OF
 HD0261'POLE 229-8.  9-1/2 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE,
 HD0261'AND IN LINE WITH THE MAIN ROW OF POLES.  A STANDARD DISK,
 HD0261'STAMPED 1678.156 H 6 1928 AND SET IN THE TOP OF A CONCRETE
 HD0261'POST PROJECTING 4 INCHES ABOVE GROUND.
 HD0261
 HD0261                          STATION RECOVERY (1979)
 HD0261
 HD0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0261'MARK RECOVERED IN POOR CONDITION.
 HD0261
 HD0261                          STATION RECOVERY (1979)
 HD0261
 HD0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 HD0261'MARK RECOVERED IN POOR CONDITION.
 HD0261
 HD0261                          STATION RECOVERY (1989)
 HD0261
 HD0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0805 ***********************************************************************
 HD0805  DESIGNATION -  H 6 B 1
 HD0805  PID         -  HD0805
 HD0805  STATE/COUNTY-  MO/CEDAR
 HD0805  USGS QUAD   -  WAGONER (1956)
 HD0805
 HD0805                         *CURRENT SURVEY CONTROL
 HD0805  ___________________________________________________________________
 HD0805* NAD 83(1986)-  37 43 48.     (N)    093 55 02.     (W)     SCALED    
 HD0805* NAVD 88     -       286.037  (meters)     938.44   (feet)  ADJUSTED  
 HD0805  ___________________________________________________________________
 HD0805  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HD0805  DYNAMIC HT  -         285.823 (meters)     937.74  (feet)  COMP
 HD0805  MODELED GRAV-     979,872.7   (mgal)                       NAVD 88
 HD0805
 HD0805  VERT ORDER  -  SECOND    CLASS 0
 HD0805
 HD0805.The horizontal coordinates were scaled from a topographic map and have
 HD0805.an estimated accuracy of +/- 6 seconds.
 HD0805
 HD0805.The orthometric height was determined by differential leveling
 HD0805.and adjusted by the National Geodetic Survey in June 1991..
 HD0805
 HD0805.The geoid height was determined by GEOID03.
 HD0805
 HD0805.The dynamic height is computed by dividing the NAVD 88
 HD0805.geopotential number by the normal gravity value computed on the
 HD0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0805.degrees latitude (g = 980.6199 gals.).
 HD0805
 HD0805.The modeled gravity was interpolated from observed gravity values.
 HD0805
 HD0805;                    North         East    Units  Estimated Accuracy
 HD0805;SPC MO W     -   173,640.      901,370.      MT  (+/- 180 meters Scaled)
 HD0805
 HD0805                          SUPERSEDED SURVEY CONTROL
 HD0805
 HD0805  NGVD 29 (??/??/92)  285.93   (m)          938.1    (f) COMPUTED    2 0
 HD0805
 HD0805.Superseded values are not recommended for survey control.
 HD0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0805.See file dsdata.txt to determine how the superseded data were derived.
 HD0805
 HD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB191762(NAD 83)
 HD0805_MARKER: Z = SEE DESCRIPTION
 HD0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0805_SP_SET: CONCRETE CYLINDER
 HD0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0805
 HD0805  HISTORY     - Date     Condition        Report By
 HD0805  HISTORY     - UNK      MONUMENTED       DOD
 HD0805  HISTORY     - 1963     GOOD             NGS
 HD0805
 HD0805                          STATION DESCRIPTION
 HD0805
 HD0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0805'3.2 MI SE FROM FILLEY.
 HD0805'ABOUT 3.15 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE
 HD0805'CHRISTIAN CHURCH AT FILLEY, 100 YARDS NORTH OF THE HIGHWAY,
 HD0805'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 HD0805'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 HD0805'WHICH PROJECTS 4 FEET, 94 FEET NORTH OF THE NORTHEAST CORNER
 HD0805'OF A BARN, AND 34 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0801 ***********************************************************************
 HD0801  DESIGNATION -  H 6 B 2
 HD0801  PID         -  HD0801
 HD0801  STATE/COUNTY-  MO/CEDAR
 HD0801  USGS QUAD   -  WAGONER (1956)
 HD0801
 HD0801                         *CURRENT SURVEY CONTROL
 HD0801  ___________________________________________________________________
 HD0801* NAD 83(1986)-  37 43 46.     (N)    093 54 50.     (W)     SCALED    
 HD0801* NAVD 88     -       284.461  (meters)     933.27   (feet)  ADJUSTED  
 HD0801  ___________________________________________________________________
 HD0801  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HD0801  DYNAMIC HT  -         284.248 (meters)     932.57  (feet)  COMP
 HD0801  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 HD0801
 HD0801  VERT ORDER  -  SECOND    CLASS 0
 HD0801
 HD0801.The horizontal coordinates were scaled from a topographic map and have
 HD0801.an estimated accuracy of +/- 6 seconds.
 HD0801
 HD0801.The orthometric height was determined by differential leveling
 HD0801.and adjusted by the National Geodetic Survey in June 1991..
 HD0801
 HD0801.The geoid height was determined by GEOID03.
 HD0801
 HD0801.The dynamic height is computed by dividing the NAVD 88
 HD0801.geopotential number by the normal gravity value computed on the
 HD0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0801.degrees latitude (g = 980.6199 gals.).
 HD0801
 HD0801.The modeled gravity was interpolated from observed gravity values.
 HD0801
 HD0801;                    North         East    Units  Estimated Accuracy
 HD0801;SPC MO W     -   173,580.      901,670.      MT  (+/- 180 meters Scaled)
 HD0801
 HD0801                          SUPERSEDED SURVEY CONTROL
 HD0801
 HD0801  NGVD 29 (??/??/92)  284.35   (m)          932.9    (f) COMPUTED    2 0
 HD0801
 HD0801.Superseded values are not recommended for survey control.
 HD0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0801.See file dsdata.txt to determine how the superseded data were derived.
 HD0801
 HD0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB194761(NAD 83)
 HD0801_MARKER: Z = SEE DESCRIPTION
 HD0801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0801_SP_SET: CONCRETE CYLINDER
 HD0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0801
 HD0801  HISTORY     - Date     Condition        Report By
 HD0801  HISTORY     - UNK      MONUMENTED       DOD
 HD0801  HISTORY     - 1963     GOOD             NGS
 HD0801
 HD0801                          STATION DESCRIPTION
 HD0801
 HD0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0801'3.3 MI SE FROM FILLEY.
 HD0801'ABOUT 3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE
 HD0801'CHRISTIAN CHURCH AT FILLEY, 145 FEET NORTH OF THE CENTER LINE
 HD0801'OF THE HIGHWAY, THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 HD0801'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 HD0801'CONCRETE CYLINDER WHICH PROJECTS 4 FEET, AND ABOUT 118 FEET
 HD0801'EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0802 ***********************************************************************
 HD0802  DESIGNATION -  H 6 Z
 HD0802  PID         -  HD0802
 HD0802  STATE/COUNTY-  MO/CEDAR
 HD0802  USGS QUAD   -  WAGONER (1956)
 HD0802
 HD0802                         *CURRENT SURVEY CONTROL
 HD0802  ___________________________________________________________________
 HD0802* NAD 83(1986)-  37 43 58.     (N)    093 54 50.     (W)     SCALED    
 HD0802* NAVD 88     -       281.841  (meters)     924.67   (feet)  ADJUSTED  
 HD0802  ___________________________________________________________________
 HD0802  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HD0802  DYNAMIC HT  -         281.630 (meters)     923.98  (feet)  COMP
 HD0802  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 HD0802
 HD0802  VERT ORDER  -  SECOND    CLASS 0
 HD0802
 HD0802.The horizontal coordinates were scaled from a topographic map and have
 HD0802.an estimated accuracy of +/- 6 seconds.
 HD0802
 HD0802.The orthometric height was determined by differential leveling
 HD0802.and adjusted by the National Geodetic Survey in June 1991..
 HD0802
 HD0802.The geoid height was determined by GEOID03.
 HD0802
 HD0802.The dynamic height is computed by dividing the NAVD 88
 HD0802.geopotential number by the normal gravity value computed on the
 HD0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0802.degrees latitude (g = 980.6199 gals.).
 HD0802
 HD0802.The modeled gravity was interpolated from observed gravity values.
 HD0802
 HD0802;                    North         East    Units  Estimated Accuracy
 HD0802;SPC MO W     -   173,950.      901,660.      MT  (+/- 180 meters Scaled)
 HD0802
 HD0802                          SUPERSEDED SURVEY CONTROL
 HD0802
 HD0802  NGVD 29 (??/??/92)  281.73   (m)          924.3    (f) COMPUTED    2 0
 HD0802
 HD0802.Superseded values are not recommended for survey control.
 HD0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0802.See file dsdata.txt to determine how the superseded data were derived.
 HD0802
 HD0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB194765(NAD 83)
 HD0802_MARKER: DS = TRIANGULATION STATION DISK
 HD0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0802_STAMPING: H 6 Z 1962
 HD0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0802+STABILITY: SURFACE MOTION
 HD0802
 HD0802  HISTORY     - Date     Condition        Report By
 HD0802  HISTORY     - 1962     MONUMENTED       CGS
 HD0802  HISTORY     - 1963     GOOD             NGS
 HD0802
 HD0802                          STATION DESCRIPTION
 HD0802
 HD0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0802'3.5 MI SE FROM FILLEY.
 HD0802'ABOUT 3.25 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE
 HD0802'CHRISTIAN CHURCH AT FILLEY, THENCE 0.25 MILE NORTH ALONG A
 HD0802'GRAVELED ROAD, 15 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HD0802'3 FEET EAST OF A FENCE, 8.7 FEET NORTH-NORTHEAST OF A METAL
 HD0802'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 HD0802'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0804 ***********************************************************************
 HD0804  DESIGNATION -  H 6 Z RM 1
 HD0804  PID         -  HD0804
 HD0804  STATE/COUNTY-  MO/CEDAR
 HD0804  USGS QUAD   -  WAGONER (1956)
 HD0804
 HD0804                         *CURRENT SURVEY CONTROL
 HD0804  ___________________________________________________________________
 HD0804* NAD 83(1986)-  37 43 58.     (N)    093 54 51.     (W)     SCALED    
 HD0804* NAVD 88     -       281.607  (meters)     923.91   (feet)  ADJUSTED  
 HD0804  ___________________________________________________________________
 HD0804  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HD0804  DYNAMIC HT  -         281.396 (meters)     923.21  (feet)  COMP
 HD0804  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 HD0804
 HD0804  VERT ORDER  -  SECOND    CLASS 0
 HD0804
 HD0804.The horizontal coordinates were scaled from a topographic map and have
 HD0804.an estimated accuracy of +/- 6 seconds.
 HD0804
 HD0804.The orthometric height was determined by differential leveling
 HD0804.and adjusted by the National Geodetic Survey in June 1991..
 HD0804
 HD0804.The geoid height was determined by GEOID03.
 HD0804
 HD0804.The dynamic height is computed by dividing the NAVD 88
 HD0804.geopotential number by the normal gravity value computed on the
 HD0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0804.degrees latitude (g = 980.6199 gals.).
 HD0804
 HD0804.The modeled gravity was interpolated from observed gravity values.
 HD0804
 HD0804;                    North         East    Units  Estimated Accuracy
 HD0804;SPC MO W     -   173,950.      901,640.      MT  (+/- 180 meters Scaled)
 HD0804
 HD0804                          SUPERSEDED SURVEY CONTROL
 HD0804
 HD0804  NGVD 29 (??/??/92)  281.50   (m)          923.6    (f) COMPUTED    2 0
 HD0804
 HD0804.Superseded values are not recommended for survey control.
 HD0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0804.See file dsdata.txt to determine how the superseded data were derived.
 HD0804
 HD0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB194765(NAD 83)
 HD0804_MARKER: DR = REFERENCE MARK DISK
 HD0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0804_STAMPING: H 6 Z NO 1 1962
 HD0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0804+STABILITY: SURFACE MOTION
 HD0804
 HD0804  HISTORY     - Date     Condition        Report By
 HD0804  HISTORY     - 1962     MONUMENTED       CGS
 HD0804  HISTORY     - 1963     GOOD             NGS
 HD0804
 HD0804                          STATION DESCRIPTION
 HD0804
 HD0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0804'3.5 MI SE FROM FILLEY.
 HD0804'ABOUT 3.25 MILES SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE
 HD0804'CHRISTIAN CHURCH AT FILLEY, THENCE 0.25 MILE NORTH ALONG A
 HD0804'GRAVELED ROAD, 13 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HD0804'28.0 FEET NORTH OF H 6 Z 1962, 2 1/2 FEET EAST OF A FENCE, AND
 HD0804'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0803 ***********************************************************************
 HD0803  DESIGNATION -  H 6 Z RM 2
 HD0803  PID         -  HD0803
 HD0803  STATE/COUNTY-  MO/CEDAR
 HD0803  USGS QUAD   -  WAGONER (1956)
 HD0803
 HD0803                         *CURRENT SURVEY CONTROL
 HD0803  ___________________________________________________________________
 HD0803* NAD 83(1986)-  37 43 58.     (N)    093 54 50.     (W)     SCALED    
 HD0803* NAVD 88     -       282.191  (meters)     925.82   (feet)  ADJUSTED  
 HD0803  ___________________________________________________________________
 HD0803  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HD0803  DYNAMIC HT  -         281.980 (meters)     925.13  (feet)  COMP
 HD0803  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 HD0803
 HD0803  VERT ORDER  -  SECOND    CLASS 0
 HD0803
 HD0803.The horizontal coordinates were scaled from a topographic map and have
 HD0803.an estimated accuracy of +/- 6 seconds.
 HD0803
 HD0803.The orthometric height was determined by differential leveling
 HD0803.and adjusted by the National Geodetic Survey in June 1991..
 HD0803
 HD0803.The geoid height was determined by GEOID03.
 HD0803
 HD0803.The dynamic height is computed by dividing the NAVD 88
 HD0803.geopotential number by the normal gravity value computed on the
 HD0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0803.degrees latitude (g = 980.6199 gals.).
 HD0803
 HD0803.The modeled gravity was interpolated from observed gravity values.
 HD0803
 HD0803;                    North         East    Units  Estimated Accuracy
 HD0803;SPC MO W     -   173,950.      901,660.      MT  (+/- 180 meters Scaled)
 HD0803
 HD0803                          SUPERSEDED SURVEY CONTROL
 HD0803
 HD0803  NGVD 29 (??/??/92)  282.08   (m)          925.5    (f) COMPUTED    2 0
 HD0803
 HD0803.Superseded values are not recommended for survey control.
 HD0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0803.See file dsdata.txt to determine how the superseded data were derived.
 HD0803
 HD0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB194765(NAD 83)
 HD0803_MARKER: DR = REFERENCE MARK DISK
 HD0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0803_STAMPING: H 6 Z NO 2 1962
 HD0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0803+STABILITY: SURFACE MOTION
 HD0803
 HD0803  HISTORY     - Date     Condition        Report By
 HD0803  HISTORY     - 1962     MONUMENTED       CGS
 HD0803
 HD0803                          STATION DESCRIPTION
 HD0803
 HD0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HD0803'3.5 MI SE FROM FILLEY.
 HD0803'ABOUT 3.25 MILES SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HD0803'CHRISTIAN CHURCH AT FILLEY, THENCE 0.25 MILE NORTH ALONG A
 HD0803'GRAVELED ROAD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HD0803'28.7 FEET EAST OF H 6 Z 1962, 1 FOOT WEST OF A FENCE, ABOUT
 HD0803'2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 HD0803'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0590 ***********************************************************************
 GF0590  DESIGNATION -  H 60
 GF0590  PID         -  GF0590
 GF0590  STATE/COUNTY-  MO/LAWRENCE
 GF0590  USGS QUAD   -  AURORA (1974)
 GF0590
 GF0590                         *CURRENT SURVEY CONTROL
 GF0590  ___________________________________________________________________
 GF0590* NAD 83(1986)-  36 56 13.     (N)    093 38 49.     (W)     SCALED    
 GF0590* NAVD 88     -       388.360  (meters)    1274.14   (feet)  ADJUSTED  
 GF0590  ___________________________________________________________________
 GF0590  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 GF0590  DYNAMIC HT  -         388.028 (meters)    1273.06  (feet)  COMP
 GF0590  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 GF0590
 GF0590  VERT ORDER  -  SECOND    CLASS 0
 GF0590
 GF0590.The horizontal coordinates were scaled from a topographic map and have
 GF0590.an estimated accuracy of +/- 6 seconds.
 GF0590
 GF0590.The orthometric height was determined by differential leveling
 GF0590.and adjusted by the National Geodetic Survey in June 1991..
 GF0590
 GF0590.The geoid height was determined by GEOID03.
 GF0590
 GF0590.The dynamic height is computed by dividing the NAVD 88
 GF0590.geopotential number by the normal gravity value computed on the
 GF0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0590.degrees latitude (g = 980.6199 gals.).
 GF0590
 GF0590.The modeled gravity was interpolated from observed gravity values.
 GF0590
 GF0590;                    North         East    Units  Estimated Accuracy
 GF0590;SPC MO W     -    85,810.      925,990.      MT  (+/- 180 meters Scaled)
 GF0590
 GF0590                          SUPERSEDED SURVEY CONTROL
 GF0590
 GF0590  NGVD 29 (??/??/92)  388.202  (m)         1273.63   (f) ADJ UNCH    2 0
 GF0590
 GF0590.Superseded values are not recommended for survey control.
 GF0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0590.See file dsdata.txt to determine how the superseded data were derived.
 GF0590
 GF0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA423880(NAD 83)
 GF0590_MARKER: DB = BENCH MARK DISK
 GF0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0590_STAMPING: H 60 1934
 GF0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0590+STABILITY: SURFACE MOTION
 GF0590
 GF0590  HISTORY     - Date     Condition        Report By
 GF0590  HISTORY     - 1934     MONUMENTED       CGS
 GF0590
 GF0590                          STATION DESCRIPTION
 GF0590
 GF0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0590'5.5 MI W FROM CRANE.
 GF0590'IN LAWRENCE COUNTY, 5.5 MILES WEST ALONG THE MISSOURI PACIFIC
 GF0590'RAILROAD FROM THE STATION AT CRANE, STONE COUNTY, 310 FEET
 GF0590'SOUTHWEST OF POLE 483+10, 52.3 FEET EAST OF THE CENTER OF A
 GF0590'COUNTY-ROAD CROSSING, 41 FEET EAST OF THE CENTERLINE OF THE
 GF0590'ROAD, 46.4 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 GF0590'1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD
 GF0590'DISK, STAMPED H 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0630 ***********************************************************************
 GF0630  DESIGNATION -  H 61
 GF0630  PID         -  GF0630
 GF0630  STATE/COUNTY-  MO/TANEY
 GF0630  USGS QUAD   -  BRANSON (1989)
 GF0630
 GF0630                         *CURRENT SURVEY CONTROL
 GF0630  ___________________________________________________________________
 GF0630* NAD 83(1986)-  36 38 50.     (N)    093 13 08.     (W)     SCALED    
 GF0630* NAVD 88     -       220.156  (meters)     722.30   (feet)  ADJUSTED  
 GF0630  ___________________________________________________________________
 GF0630  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GF0630  DYNAMIC HT  -         219.970 (meters)     721.68  (feet)  COMP
 GF0630  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 GF0630
 GF0630  VERT ORDER  -  SECOND    CLASS 0
 GF0630
 GF0630.The horizontal coordinates were scaled from a topographic map and have
 GF0630.an estimated accuracy of +/- 6 seconds.
 GF0630
 GF0630.The orthometric height was determined by differential leveling
 GF0630.and adjusted by the National Geodetic Survey in June 1991..
 GF0630
 GF0630.The geoid height was determined by GEOID03.
 GF0630
 GF0630.The dynamic height is computed by dividing the NAVD 88
 GF0630.geopotential number by the normal gravity value computed on the
 GF0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0630.degrees latitude (g = 980.6199 gals.).
 GF0630
 GF0630.The modeled gravity was interpolated from observed gravity values.
 GF0630
 GF0630;                    North         East    Units  Estimated Accuracy
 GF0630;SPC MO C     -    90,550.      435,720.      MT  (+/- 180 meters Scaled)
 GF0630
 GF0630                          SUPERSEDED SURVEY CONTROL
 GF0630
 GF0630  NGVD 29 (??/??/92)  220.03   (m)          721.9    (f) COMPUTED    2 0
 GF0630
 GF0630.Superseded values are not recommended for survey control.
 GF0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0630.See file dsdata.txt to determine how the superseded data were derived.
 GF0630
 GF0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA804557(NAD 83)
 GF0630_MARKER: DB = BENCH MARK DISK
 GF0630_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GF0630_SP_SET: BRIDGE PIER
 GF0630_STAMPING: H 61 1934
 GF0630_MARK LOGO: CGS   
 GF0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0630+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2005
 GF0630
 GF0630  HISTORY     - Date     Condition        Report By
 GF0630  HISTORY     - 1934     MONUMENTED       CGS
 GF0630  HISTORY     - 19921202 GOOD             LOCENG
 GF0630  HISTORY     - 20050424 GOOD             USPSQD
 GF0630
 GF0630                          STATION DESCRIPTION
 GF0630
 GF0630'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (ML)
 GF0630'THE STATION IS 0.4 MILES NORTH WEST ALONG THE RAILROAD TRACK FROM THE
 GF0630'OLD DEPOT IN BRANSON AND AT STATE HIGHWAY BRIDGE J 704 (US 65 BUS)
 GF0630'OVER THE TRACK AND OVER ROARK CREEK. THE MARK IS SET IN THE NORTH FACE
 GF0630'OF THE WEST PIER OF THE FIRST PAIR OF PIERS  AT  THE SOUTH END THE
 GF0630'BRIDGE, 19.1 FEET SOUTH OF THE CENTER LINE OF THE RAILROAD TRACK AND
 GF0630'ABOUT 3 FEET HIGHER THAN THE TRACK. THE MARK IS SET VERTICALLY.
 GF0630
 GF0630                          STATION RECOVERY (2005)
 GF0630
 GF0630'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 GF0630'PIER WAS OBSERVED FROM THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0163 ***********************************************************************
 GF0163  DESIGNATION -  H 62
 GF0163  PID         -  GF0163
 GF0163  STATE/COUNTY-  MO/TANEY
 GF0163  USGS QUAD   -  BRADLEYVILLE (1982)
 GF0163
 GF0163                         *CURRENT SURVEY CONTROL
 GF0163  ___________________________________________________________________
 GF0163* NAD 83(1986)-  36 46 48.     (N)    092 53 00.     (W)     SCALED    
 GF0163* NAVD 88     -       289.711  (meters)     950.49   (feet)  ADJUSTED  
 GF0163  ___________________________________________________________________
 GF0163  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GF0163  DYNAMIC HT  -         289.470 (meters)     949.70  (feet)  COMP
 GF0163  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 GF0163
 GF0163  VERT ORDER  -  SECOND    CLASS 0
 GF0163
 GF0163.The horizontal coordinates were scaled from a topographic map and have
 GF0163.an estimated accuracy of +/- 6 seconds.
 GF0163
 GF0163.The orthometric height was determined by differential leveling
 GF0163.and adjusted by the National Geodetic Survey in June 1991..
 GF0163
 GF0163.The geoid height was determined by GEOID03.
 GF0163
 GF0163.The dynamic height is computed by dividing the NAVD 88
 GF0163.geopotential number by the normal gravity value computed on the
 GF0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0163.degrees latitude (g = 980.6199 gals.).
 GF0163
 GF0163.The modeled gravity was interpolated from observed gravity values.
 GF0163
 GF0163;                    North         East    Units  Estimated Accuracy
 GF0163;SPC MO C     -   105,110.      465,780.      MT  (+/- 180 meters Scaled)
 GF0163
 GF0163                          SUPERSEDED SURVEY CONTROL
 GF0163
 GF0163  NGVD 29 (??/??/92)  289.58   (m)          950.1    (f) COMPUTED    2 0
 GF0163
 GF0163.Superseded values are not recommended for survey control.
 GF0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0163.See file dsdata.txt to determine how the superseded data were derived.
 GF0163
 GF0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA104704(NAD 83)
 GF0163_MARKER: DB = BENCH MARK DISK
 GF0163_SETTING: 0 = UNSPECIFIED SETTING
 GF0163_STAMPING: H-62 1934
 GF0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0163
 GF0163  HISTORY     - Date     Condition        Report By
 GF0163  HISTORY     - 1934     MONUMENTED       CGS
 GF0163
 GF0163                          STATION DESCRIPTION
 GF0163
 GF0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0163'1.9 MI E FROM BRADLEYVILLE.
 GF0163'1.9 MILES EAST OF ST. HWY 78 FROM JUNCTION AT TOP OF HILL SOUTH
 GF0163'OF BEAVER CREEK, 115 FEET EAST OF AN OAK TREE 2.7 FT. IN DIAMETER,
 GF0163'100 FEET SOUTH OF BLUFF OVERLOOKING THE CREEK, 93 FEET EAST OF
 GF0163'MARKER WINDING ROAD, AT SOUTH SIDE OF HIGHWAY, 26 FEET EAST OF
 GF0163'CENTERLINE OF FIELD GATE IN RAIL FENCE, 33.5 FEET SOUTH OF
 GF0163'CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0164 ***********************************************************************
 GF0164  DESIGNATION -  H 62 RESET
 GF0164  PID         -  GF0164
 GF0164  STATE/COUNTY-  MO/TANEY
 GF0164  USGS QUAD   -  BRADLEYVILLE (1982)
 GF0164
 GF0164                         *CURRENT SURVEY CONTROL
 GF0164  ___________________________________________________________________
 GF0164* NAD 83(1986)-  36 46 48.     (N)    092 53 00.     (W)     SCALED    
 GF0164* NAVD 88     -       289.91   (meters)     951.1    (feet)  RESET     
 GF0164  ___________________________________________________________________
 GF0164  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GF0164
 GF0164  VERT ORDER  -  THIRD
 GF0164
 GF0164.The horizontal coordinates were scaled from a topographic map and have
 GF0164.an estimated accuracy of +/- 6 seconds.
 GF0164
 GF0164.The orthometric height was computed from unverified reset data.
 GF0164
 GF0164.The geoid height was determined by GEOID03.
 GF0164
 GF0164;                    North         East    Units  Estimated Accuracy
 GF0164;SPC MO C     -   105,110.      465,780.      MT  (+/- 180 meters Scaled)
 GF0164
 GF0164                          SUPERSEDED SURVEY CONTROL
 GF0164
 GF0164  NGVD 29 (??/??/??)  289.77   (m)          950.7    (f) RESET       3  
 GF0164
 GF0164.Superseded values are not recommended for survey control.
 GF0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0164.See file dsdata.txt to determine how the superseded data were derived.
 GF0164
 GF0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA104704(NAD 83)
 GF0164_MARKER: DB = BENCH MARK DISK
 GF0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0164_STAMPING: H 62 RESET 1950
 GF0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0164+STABILITY: SURFACE MOTION
 GF0164
 GF0164  HISTORY     - Date     Condition        Report By
 GF0164  HISTORY     - 1950     MONUMENTED       MOHC
 GF0164
 GF0164                          STATION DESCRIPTION
 GF0164
 GF0164'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1950
 GF0164'1.9 MI E FROM BRADLEYVILLE.
 GF0164'1.9 MILES EAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF COUNTY
 GF0164'HIGHWAY A AT BRADLEYVILLE, TANEY COUNTY, AT THE TOP OF A
 GF0164'HILL SOUTH OF BEAVER CREEK, 115 FEET EAST OF A LARGE OAK TREE,
 GF0164'100 FEET SOUTH OF A BLUFF OVERLOOKING THE CREEK, 72 FEET SOUTH OF
 GF0164'THE CENTERLINE OF THE HIGHWAY, AND EAST OF A FIELD ENTRANCE.
 GF0164'A STANDARD DISK, STAMPED H 62 RESET 1950 AND SET IN THE TOP
 GF0164'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0349 ***********************************************************************
 HD0349  DESIGNATION -  H 63
 HD0349  PID         -  HD0349
 HD0349  STATE/COUNTY-  MO/WRIGHT
 HD0349  USGS QUAD   -  MANSFIELD (1985)
 HD0349
 HD0349                         *CURRENT SURVEY CONTROL
 HD0349  ___________________________________________________________________
 HD0349* NAD 83(1986)-  37 05 36.     (N)    092 35 00.     (W)     SCALED    
 HD0349* NAVD 88     -       463.546  (meters)    1520.82   (feet)  ADJUSTED  
 HD0349  ___________________________________________________________________
 HD0349  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 HD0349  DYNAMIC HT  -         463.170 (meters)    1519.58  (feet)  COMP
 HD0349  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 HD0349
 HD0349  VERT ORDER  -  SECOND    CLASS 0
 HD0349
 HD0349.The horizontal coordinates were scaled from a topographic map and have
 HD0349.an estimated accuracy of +/- 6 seconds.
 HD0349
 HD0349.The orthometric height was determined by differential leveling
 HD0349.and adjusted by the National Geodetic Survey in June 1991..
 HD0349
 HD0349.The geoid height was determined by GEOID03.
 HD0349
 HD0349.The dynamic height is computed by dividing the NAVD 88
 HD0349.geopotential number by the normal gravity value computed on the
 HD0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0349.degrees latitude (g = 980.6199 gals.).
 HD0349
 HD0349.The modeled gravity was interpolated from observed gravity values.
 HD0349
 HD0349;                    North         East    Units  Estimated Accuracy
 HD0349;SPC MO C     -   139,810.      492,590.      MT  (+/- 180 meters Scaled)
 HD0349
 HD0349                          SUPERSEDED SURVEY CONTROL
 HD0349
 HD0349  NGVD 29 (??/??/92)  463.398  (m)         1520.33   (f) ADJ UNCH    2 0
 HD0349
 HD0349.Superseded values are not recommended for survey control.
 HD0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0349.See file dsdata.txt to determine how the superseded data were derived.
 HD0349
 HD0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB370053(NAD 83)
 HD0349_MARKER: DB = BENCH MARK DISK
 HD0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0349_SP_SET: CONCRETE POST
 HD0349_STAMPING: H 63 1934
 HD0349_MARK LOGO: CGS   
 HD0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0349+STABILITY: SURFACE MOTION
 HD0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0349+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1989
 HD0349
 HD0349  HISTORY     - Date     Condition        Report By
 HD0349  HISTORY     - 1934     MONUMENTED       CGS
 HD0349  HISTORY     - 1977     GOOD             NGS
 HD0349  HISTORY     - 1977     GOOD             NGS
 HD0349  HISTORY     - 1988     GOOD             USPSQD
 HD0349  HISTORY     - 19890928 GOOD             NGS
 HD0349
 HD0349                          STATION DESCRIPTION
 HD0349
 HD0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0349'1.2 MI S FROM MANSFIELD.
 HD0349'1.2 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE FARMERS EXCHANGE
 HD0349'BUILDING AT MANSFIELD, WRIGHT COUNTY, 0.7 MILE SOUTHWEST OF THE
 HD0349'BRIDGE OVER THE ST. LOUIS SAN FRANCISCO RAILWAY, 0.1 MILE
 HD0349'NORTHEAST OF A CURVE, 17 FEET NORTH OF THE CENTER OF THE NORTH
 HD0349'END OF A CULVERT WEST OF THE HIGHWAY, 30.8 FEET NORTHWEST OF
 HD0349'THE CENTERLINE OF THE HIGHWAY, 15.2 FEET NORTHEAST OF THE EAST
 HD0349'POST OF A FIELD GATE AND 1 FOOT SOUTHEAST OF A PROPERTY LINE
 HD0349'FENCE.  A STANDARD DISK, STAMPED H 63 1934 AND SET IN THE TOP
 HD0349'OF A CONCRETE POST.
 HD0349
 HD0349                          STATION RECOVERY (1977)
 HD0349
 HD0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0349'IT IS 0.6 MILES SOUTH ON AN UN-MARKED SURFACED ROAD FROM A POINT
 HD0349'WHERE COUNTY ROAD U CROSSES OVER THE RAILROAD BRIDGE JUST SOUTH OF
 HD0349'THE INTERSECTION OF BUSINESS HIGHWAY 60 AND COUNTY ROAD U. IT IS
 HD0349'ABOUT 200 FEET SOUTHEAST OF A HOUSE PAINTED RED, 28 FEET NORTH OF THE
 HD0349'NORTHEAST CORNER POST OF A GARDEN, 31 FEET WEST OF THE SURFACED ROAD,
 HD0349'31.5 FEET SOUTH OF A UTILITY POLE AND PROJECTS 3 INCHES.
 HD0349
 HD0349                          STATION RECOVERY (1977)
 HD0349
 HD0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0349'IT IS 0.6 MILES SOUTH ON AN UN-MARKED SURFACED ROAD FROM A POINT
 HD0349'WHERE COUNTY ROAD U CROSSES OVER THE RAILROAD BRIDGE JUST SOUTH OF
 HD0349'THE INTERSECTION OF BUSINESS HIGHWAY 60 AND COUNTY ROAD U. IT IS
 HD0349'ABOUT 200 FEET SOUTHEAST OF A HOUSE PAINTED RED, 28 FEET NORTH OF THE
 HD0349'NORTHEAST CORNER POST OF A GARDEN, 31 FEET WEST OF THE SURFACED ROAD,
 HD0349'31.5 FEET SOUTH OF A UTILITY POLE AND PROJECTS 3 INCHES.
 HD0349
 HD0349                          STATION RECOVERY (1988)
 HD0349
 HD0349'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0349'RECOVERED IN GOOD CONDITION.
 HD0349
 HD0349                          STATION RECOVERY (1989)
 HD0349
 HD0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0349'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.6 KM
 HD0349'(0.35 MI) EASTERLY ALONG COUNTY ROAD A FROM THE POST OFFICE IN
 HD0349'MANSFIELD, THENCE 1.2 KM (0.75 MI) SOUTHWESTERLY ALONG COUNTY ROAD U,
 HD0349'9.8 M (32.2 FT) NORTHWEST OF THE CENTER OF THE ROAD, 9.6 M (31.5 FT)
 HD0349'SOUTHWEST OF A UTILITY POLE WITH A GUY WIRE, 9.1 M (29.9 FT)
 HD0349'NORTHEAST OF A FENCE CORNER, LEVEL WITH THE ROAD, AND IN A CONCRETE
 HD0349'MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0711 ***********************************************************************
 HD0711  DESIGNATION -  H 64
 HD0711  PID         -  HD0711
 HD0711  STATE/COUNTY-  MO/CHRISTIAN
 HD0711  USGS QUAD   -  NIXA (1975)
 HD0711
 HD0711                         *CURRENT SURVEY CONTROL
 HD0711  ___________________________________________________________________
 HD0711* NAD 83(1986)-  37 05 04.     (N)    093 15 35.     (W)     SCALED    
 HD0711* NAVD 88     -       355.240  (meters)    1165.48   (feet)  ADJUSTED  
 HD0711  ___________________________________________________________________
 HD0711  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 HD0711  DYNAMIC HT  -         354.949 (meters)    1164.53  (feet)  COMP
 HD0711  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 HD0711
 HD0711  VERT ORDER  -  SECOND    CLASS 0
 HD0711
 HD0711.The horizontal coordinates were scaled from a topographic map and have
 HD0711.an estimated accuracy of +/- 6 seconds.
 HD0711
 HD0711.The orthometric height was determined by differential leveling
 HD0711.and adjusted by the National Geodetic Survey in June 1991..
 HD0711
 HD0711.The geoid height was determined by GEOID03.
 HD0711
 HD0711.The dynamic height is computed by dividing the NAVD 88
 HD0711.geopotential number by the normal gravity value computed on the
 HD0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0711.degrees latitude (g = 980.6199 gals.).
 HD0711
 HD0711.The modeled gravity was interpolated from observed gravity values.
 HD0711
 HD0711;                    North         East    Units  Estimated Accuracy
 HD0711;SPC MO C     -   139,090.      432,460.      MT  (+/- 180 meters Scaled)
 HD0711
 HD0711                          SUPERSEDED SURVEY CONTROL
 HD0711
 HD0711  NGVD 29 (??/??/92)  355.105  (m)         1165.04   (f) ADJ UNCH    2 0
 HD0711
 HD0711.Superseded values are not recommended for survey control.
 HD0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0711.See file dsdata.txt to determine how the superseded data were derived.
 HD0711
 HD0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB769042(NAD 83)
 HD0711_MARKER: DB = BENCH MARK DISK
 HD0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0711_STAMPING: H 64 1934
 HD0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0711+STABILITY: SURFACE MOTION
 HD0711
 HD0711  HISTORY     - Date     Condition        Report By
 HD0711  HISTORY     - 1934     MONUMENTED       CGS
 HD0711  HISTORY     - 1942     GOOD             NGS
 HD0711  HISTORY     - 20060307 MARK NOT FOUND   MODNR
 HD0711
 HD0711                          STATION DESCRIPTION
 HD0711
 HD0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HD0711'6.9 MI NW FROM OZARK.
 HD0711'6.9 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0711'FROM THE COURTHOUSE AT OZARK, CHRISTIAN COUNTY, 49.5 FEET WEST OF
 HD0711'THE FIFTEENTH POLE SOUTHEAST OF MILEPOST 251, 36.3 FEET NORTH OF
 HD0711'THE CENTERLINE OF THE TRACK, 6.5 FEET SOUTH OF THE RIGHT-OF-WAY
 HD0711'FENCE, IN LINE WITH A ROW OF POLES, AND ABOUT 3 FEET HIGHER THAN
 HD0711'THE ROADBED.  A STANDARD DISK, STAMPED H 64 1934 AND SET IN THE
 HD0711'TOP OF A CONCRETE POST.
 HD0711
 HD0711                          STATION RECOVERY (2006)
 HD0711
 HD0711'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (DDP)
 HD0711'MARKED NOT FOUND, AREA HAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0281 ***********************************************************************
 GF0281  DESIGNATION -  H 65
 GF0281  PID         -  GF0281
 GF0281  STATE/COUNTY-  MO/TANEY
 GF0281  USGS QUAD   -  DAY (1975)
 GF0281
 GF0281                         *CURRENT SURVEY CONTROL
 GF0281  ___________________________________________________________________
 GF0281* NAD 83(1986)-  36 47 12.     (N)    093 07 40.     (W)     SCALED    
 GF0281* NAVD 88     -       353.098  (meters)    1158.46   (feet)  ADJUSTED  
 GF0281  ___________________________________________________________________
 GF0281  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GF0281  DYNAMIC HT  -         352.798 (meters)    1157.47  (feet)  COMP
 GF0281  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 GF0281
 GF0281  VERT ORDER  -  SECOND    CLASS 0
 GF0281
 GF0281.The horizontal coordinates were scaled from a topographic map and have
 GF0281.an estimated accuracy of +/- 6 seconds.
 GF0281
 GF0281.The orthometric height was determined by differential leveling
 GF0281.and adjusted by the National Geodetic Survey in June 1991..
 GF0281
 GF0281.The geoid height was determined by GEOID03.
 GF0281
 GF0281.The dynamic height is computed by dividing the NAVD 88
 GF0281.geopotential number by the normal gravity value computed on the
 GF0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0281.degrees latitude (g = 980.6199 gals.).
 GF0281
 GF0281.The modeled gravity was interpolated from observed gravity values.
 GF0281
 GF0281;                    North         East    Units  Estimated Accuracy
 GF0281;SPC MO C     -   105,960.      443,970.      MT  (+/- 180 meters Scaled)
 GF0281
 GF0281                          SUPERSEDED SURVEY CONTROL
 GF0281
 GF0281  NGVD 29 (??/??/92)  352.962  (m)         1158.01   (f) ADJ UNCH    2 0
 GF0281
 GF0281.Superseded values are not recommended for survey control.
 GF0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0281.See file dsdata.txt to determine how the superseded data were derived.
 GF0281
 GF0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA885712(NAD 83)
 GF0281_MARKER: DB = BENCH MARK DISK
 GF0281_SETTING: 66 = SET IN ROCK OUTCROP
 GF0281_SP_SET: ROCK OUTCROP
 GF0281_STAMPING: H 65 1934
 GF0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0281+STABILITY: POSITION/ELEVATION WELL
 GF0281
 GF0281  HISTORY     - Date     Condition        Report By
 GF0281  HISTORY     - 1934     MONUMENTED       CGS
 GF0281
 GF0281                          STATION DESCRIPTION
 GF0281
 GF0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0281'9.5 MI NW FROM FORSYTH.
 GF0281'9.5 MILES NORTHWEST ALONG THE PINE RIDGE ROAD FROM THE COUNTY
 GF0281'COURTHOUSE AT FORSYTH, TANEY COUNTY, 0.1 MILE SOUTH OF A TRANSVERSE
 GF0281'DRAW, 40 FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN A
 GF0281'LEDGE OF LIMESTONE OUTCROP ABOUT 3 FEET LOWER THAN THE ROAD.
 GF0281'A STANDARD DISK, STAMPED H 65 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0038 ***********************************************************************
 GF0038  DESIGNATION -  H 66
 GF0038  PID         -  GF0038
 GF0038  STATE/COUNTY-  MO/OZARK
 GF0038  USGS QUAD   -  GAINESVILLE (1968)
 GF0038
 GF0038                         *CURRENT SURVEY CONTROL
 GF0038  ___________________________________________________________________
 GF0038* NAD 83(1986)-  36 30 04.     (N)    092 29 06.     (W)     SCALED    
 GF0038* NAVD 88     -       357.101  (meters)    1171.59   (feet)  ADJUSTED  
 GF0038  ___________________________________________________________________
 GF0038  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GF0038  DYNAMIC HT  -         356.798 (meters)    1170.59  (feet)  COMP
 GF0038  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GF0038
 GF0038  VERT ORDER  -  SECOND    CLASS 0
 GF0038
 GF0038.The horizontal coordinates were scaled from a topographic map and have
 GF0038.an estimated accuracy of +/- 6 seconds.
 GF0038
 GF0038.The orthometric height was determined by differential leveling
 GF0038.and adjusted by the National Geodetic Survey in June 1991..
 GF0038
 GF0038.The geoid height was determined by GEOID03.
 GF0038
 GF0038.The dynamic height is computed by dividing the NAVD 88
 GF0038.geopotential number by the normal gravity value computed on the
 GF0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0038.degrees latitude (g = 980.6199 gals.).
 GF0038
 GF0038.The modeled gravity was interpolated from observed gravity values.
 GF0038
 GF0038;                    North         East    Units  Estimated Accuracy
 GF0038;SPC MO C     -    74,090.      501,340.      MT  (+/- 180 meters Scaled)
 GF0038
 GF0038                          SUPERSEDED SURVEY CONTROL
 GF0038
 GF0038  NGVD 29 (??/??/92)  356.974  (m)         1171.17   (f) ADJ UNCH    2 0
 GF0038
 GF0038.Superseded values are not recommended for survey control.
 GF0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0038.See file dsdata.txt to determine how the superseded data were derived.
 GF0038
 GF0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA461396(NAD 83)
 GF0038_MARKER: DB = BENCH MARK DISK
 GF0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0038_STAMPING: H 66 1934
 GF0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0038+STABILITY: SURFACE MOTION
 GF0038
 GF0038  HISTORY     - Date     Condition        Report By
 GF0038  HISTORY     - 1934     MONUMENTED       CGS
 GF0038  HISTORY     - 1980     MARK NOT FOUND   NGS
 GF0038
 GF0038                          STATION DESCRIPTION
 GF0038
 GF0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0038'11 MI SW FROM GAINESVILLE.
 GF0038'ABOUT 11 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE JUNCTION
 GF0038'WITH STATE HIGHWAY 80 AT GAINESVILLE, OZARK COUNTY, 145 FEET
 GF0038'SOUTH OF AND ACROSS THE HIGHWAY FROM THE GROVE SERVICE STATION,
 GF0038'97 FEET SOUTH OF THE CORNER OF A GARDEN FENCE EAST OF THE
 GF0038'HIGHWAY, AND 1 FOOT WEST OF THE PROPERTY LINE FENCE.  A STANDARD
 GF0038'DISK, STAMPED H 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GF0038
 GF0038                          STATION RECOVERY (1980)
 GF0038
 GF0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GF0038'WHAT IS BELIEVED TO HAVE BEEN THE OLD GROVE SERVICE STATION BUILDING
 GF0038'WAS LOCATED BUT ALL OTHER REFERENCES ARE GONE. A LOCAL RESIDENT
 GF0038'STATED THE AREA BELIEVED TO BE THE MARKS LOCATION WAS SCRAPED WITH A
 GF0038'BULLDOZER A FEW YEARS AGO, IN ORDER TO CLEAR BRUSH AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0019 ***********************************************************************
 GF0019  DESIGNATION -  H 67
 GF0019  PID         -  GF0019
 GF0019  STATE/COUNTY-  MO/OZARK
 GF0019  USGS QUAD   -  GAINESVILLE (1968)
 GF0019
 GF0019                         *CURRENT SURVEY CONTROL
 GF0019  ___________________________________________________________________
 GF0019* NAD 83(1986)-  36 36 36.     (N)    092 24 39.     (W)     SCALED    
 GF0019* NAVD 88     -       316.480  (meters)    1038.32   (feet)  ADJUSTED  
 GF0019  ___________________________________________________________________
 GF0019  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GF0019  DYNAMIC HT  -         316.216 (meters)    1037.45  (feet)  COMP
 GF0019  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 GF0019
 GF0019  VERT ORDER  -  SECOND    CLASS 0
 GF0019
 GF0019.The horizontal coordinates were scaled from a topographic map and have
 GF0019.an estimated accuracy of +/- 6 seconds.
 GF0019
 GF0019.The orthometric height was determined by differential leveling
 GF0019.and adjusted by the National Geodetic Survey in June 1991..
 GF0019
 GF0019.The geoid height was determined by GEOID03.
 GF0019
 GF0019.The dynamic height is computed by dividing the NAVD 88
 GF0019.geopotential number by the normal gravity value computed on the
 GF0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0019.degrees latitude (g = 980.6199 gals.).
 GF0019
 GF0019.The modeled gravity was interpolated from observed gravity values.
 GF0019
 GF0019;                    North         East    Units  Estimated Accuracy
 GF0019;SPC MO C     -    86,180.      507,980.      MT  (+/- 180 meters Scaled)
 GF0019
 GF0019                          SUPERSEDED SURVEY CONTROL
 GF0019
 GF0019  NGVD 29 (??/??/92)  316.348  (m)         1037.89   (f) ADJ UNCH    2 0
 GF0019
 GF0019.Superseded values are not recommended for survey control.
 GF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0019.See file dsdata.txt to determine how the superseded data were derived.
 GF0019
 GF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA526517(NAD 83)
 GF0019_MARKER: DB = BENCH MARK DISK
 GF0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0019_STAMPING: H 67 1934
 GF0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0019+STABILITY: SURFACE MOTION
 GF0019
 GF0019  HISTORY     - Date     Condition        Report By
 GF0019  HISTORY     - 1934     MONUMENTED       CGS
 GF0019
 GF0019                          STATION DESCRIPTION
 GF0019
 GF0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0019'2.1 MI E FROM GAINESVILLE.
 GF0019'2.1 MILES EAST ALONG STATE HIGHWAY 80 FROM THE JUNCTION WITH
 GF0019'STATE HIGHWAY 5 AT GAINESVILLE, OZARK COUNTY, AT THE PAUL
 GF0019'BOONE FARMHOUSE, 43.2 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GF0019'HIGHWAY, 14.3 FEET SOUTHWEST OF THE CENTERLINE OF THE GATE TO
 GF0019'THE FARMHOUSE, 10 FEET NORTHEAST OF AN OAK TREE IN LINE WITH
 GF0019'THE FENCE, AND 1 FOOT NORTHWEST OF THE PROPERTY LINE FENCE.
 GF0019'A STANDARD DISK, STAMPED H 67 1934 AND SET IN THE TOP OF A
 GF0019'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0427 ***********************************************************************
 GE0427  DESIGNATION -  H 68
 GE0427  PID         -  GE0427
 GE0427  STATE/COUNTY-  MO/OREGON
 GE0427  USGS QUAD   -  MANY SPRINGS (1997)
 GE0427
 GE0427                         *CURRENT SURVEY CONTROL
 GE0427  ___________________________________________________________________
 GE0427* NAD 83(1986)-  36 38 55.     (N)    091 15 38.     (W)     SCALED    
 GE0427* NAVD 88     -       214.193  (meters)     702.73   (feet)  ADJUSTED  
 GE0427  ___________________________________________________________________
 GE0427  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 GE0427  DYNAMIC HT  -         214.015 (meters)     702.15  (feet)  COMP
 GE0427  MODELED GRAV-     979,798.9   (mgal)                       NAVD 88
 GE0427
 GE0427  VERT ORDER  -  SECOND    CLASS 0
 GE0427
 GE0427.The horizontal coordinates were scaled from a topographic map and have
 GE0427.an estimated accuracy of +/- 6 seconds.
 GE0427
 GE0427.The orthometric height was determined by differential leveling
 GE0427.and adjusted by the National Geodetic Survey in June 1991..
 GE0427
 GE0427.The geoid height was determined by GEOID03.
 GE0427
 GE0427.The dynamic height is computed by dividing the NAVD 88
 GE0427.geopotential number by the normal gravity value computed on the
 GE0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0427.degrees latitude (g = 980.6199 gals.).
 GE0427
 GE0427.The modeled gravity was interpolated from observed gravity values.
 GE0427
 GE0427;                    North         East    Units  Estimated Accuracy
 GE0427;SPC MO E     -    90,730.      182,000.      MT  (+/- 180 meters Scaled)
 GE0427
 GE0427                          SUPERSEDED SURVEY CONTROL
 GE0427
 GE0427  NGVD 29 (??/??/92)  214.084  (m)          702.37   (f) ADJ UNCH    2 0
 GE0427
 GE0427.Superseded values are not recommended for survey control.
 GE0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0427.See file dsdata.txt to determine how the superseded data were derived.
 GE0427
 GE0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA554573(NAD 83)
 GE0427_MARKER: DB = BENCH MARK DISK
 GE0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0427_STAMPING: H 68 1934
 GE0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0427+STABILITY: SURFACE MOTION
 GE0427
 GE0427  HISTORY     - Date     Condition        Report By
 GE0427  HISTORY     - 1934     MONUMENTED       CGS
 GE0427
 GE0427                          STATION DESCRIPTION
 GE0427
 GE0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0427'3.7 MI W FROM RIVERTON.
 GE0427'3.7 MILES WEST ALONG STATE HIGHWAY 14 FROM BRIDGE K 272 OVER
 GE0427'ELEVEN POINTS RIVER AT RIVERTON, OREGON COUNTY, 120 FEET SOUTH OF
 GE0427'A FIELD GATE WEST OF THE HIGHWAY, 50 FEET WEST OF THE JUNCTION
 GE0427'WITH THE DRIVEWAY LEADING TO THE J.H. JOHNSON FARMHOUSE, 28 FEET
 GE0427'WEST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET SOUTHWEST OF THE
 GE0427'MAIL BOX, AND 1 FOOT EAST OF THE PROPERTY-LINE FENCE.  A STANDARD
 GE0427'DISK, STAMPED H 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0227 ***********************************************************************
 HD0227  DESIGNATION -  H 7
 HD0227  PID         -  HD0227
 HD0227  STATE/COUNTY-  MO/WRIGHT
 HD0227  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD0227
 HD0227                         *CURRENT SURVEY CONTROL
 HD0227  ___________________________________________________________________
 HD0227* NAD 83(1986)-  37 07 36.     (N)    092 16 18.     (W)     SCALED    
 HD0227* NAVD 88     -       452.991  (meters)    1486.19   (feet)  ADJUSTED  
 HD0227  ___________________________________________________________________
 HD0227  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HD0227  DYNAMIC HT  -         452.616 (meters)    1484.96  (feet)  COMP
 HD0227  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 HD0227
 HD0227  VERT ORDER  -  FIRST     CLASS II
 HD0227
 HD0227.The horizontal coordinates were scaled from a topographic map and have
 HD0227.an estimated accuracy of +/- 6 seconds.
 HD0227
 HD0227.The orthometric height was determined by differential leveling
 HD0227.and adjusted by the National Geodetic Survey in June 1991..
 HD0227
 HD0227.The geoid height was determined by GEOID03.
 HD0227
 HD0227.The dynamic height is computed by dividing the NAVD 88
 HD0227.geopotential number by the normal gravity value computed on the
 HD0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0227.degrees latitude (g = 980.6199 gals.).
 HD0227
 HD0227.The modeled gravity was interpolated from observed gravity values.
 HD0227
 HD0227;                    North         East    Units  Estimated Accuracy
 HD0227;SPC MO C     -   143,530.      520,290.      MT  (+/- 180 meters Scaled)
 HD0227
 HD0227                          SUPERSEDED SURVEY CONTROL
 HD0227
 HD0227  NGVD 29 (??/??/92)  452.810  (m)         1485.59   (f) ADJ UNCH    1 2
 HD0227
 HD0227.Superseded values are not recommended for survey control.
 HD0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0227.See file dsdata.txt to determine how the superseded data were derived.
 HD0227
 HD0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB646091(NAD 83)
 HD0227_MARKER: DB = BENCH MARK DISK
 HD0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0227_STAMPING: 1485.594 H 7 1928
 HD0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0227+STABILITY: SURFACE MOTION
 HD0227
 HD0227  HISTORY     - Date     Condition        Report By
 HD0227  HISTORY     - 1928     MONUMENTED       CGS
 HD0227  HISTORY     - 1934     GOOD             NGS
 HD0227  HISTORY     - 1977     GOOD             NGS
 HD0227  HISTORY     - 1977     GOOD             NGS
 HD0227  HISTORY     - 19890922 MARK NOT FOUND   NGS
 HD0227
 HD0227                          STATION DESCRIPTION
 HD0227
 HD0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0227'0.5 MI W FROM MOUNTAIN GROVE.
 HD0227'0.5 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 HD0227'STATION AT MOUNTAIN GROVE, WRIGHT COUNTY, 84 FEET WEST OF POLE
 HD0227'268, AT THE NORTHEAST CORNER OF THE FIRST ROAD CROSSING WEST OF THE
 HD0227'CITY POWER-PLANT POND, 61 FEET NORTHEAST OF THE CENTER OF THE
 HD0227'CROSSING, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK, 34 FEET
 HD0227'EAST OF THE CENTERLINE OF THE ROAD, AND 8-1/2 FEET SOUTH OF THE
 HD0227'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1485.594 H 7
 HD0227'1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 HD0227'ABOVE GROUND.
 HD0227
 HD0227                          STATION RECOVERY (1977)
 HD0227
 HD0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0227'IT IS 84 FEET WEST OF POLE 268-39 INSTEAD OF 268 AND IS FLUSH.
 HD0227
 HD0227                          STATION RECOVERY (1977)
 HD0227
 HD0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0227'IT IS 84 FEET WEST OF POLE 268-39 INSTEAD OF 268 AND IS FLUSH.
 HD0227
 HD0227                          STATION RECOVERY (1989)
 HD0227
 HD0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0816 ***********************************************************************
 HD0816  DESIGNATION -  H 7 B 1
 HD0816  PID         -  HD0816
 HD0816  STATE/COUNTY-  MO/CEDAR
 HD0816  USGS QUAD   -  FILLEY (1991)
 HD0816
 HD0816                         *CURRENT SURVEY CONTROL
 HD0816  ___________________________________________________________________
 HD0816* NAD 83(1986)-  37 46 07.     (N)    093 59 04.     (W)     SCALED    
 HD0816* NAVD 88     -       288.287  (meters)     945.82   (feet)  ADJUSTED  
 HD0816  ___________________________________________________________________
 HD0816  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HD0816  DYNAMIC HT  -         288.071 (meters)     945.11  (feet)  COMP
 HD0816  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 HD0816
 HD0816  VERT ORDER  -  SECOND    CLASS 0
 HD0816
 HD0816.The horizontal coordinates were scaled from a topographic map and have
 HD0816.an estimated accuracy of +/- 6 seconds.
 HD0816
 HD0816.The orthometric height was determined by differential leveling
 HD0816.and adjusted by the National Geodetic Survey in June 1991..
 HD0816
 HD0816.The geoid height was determined by GEOID03.
 HD0816
 HD0816.The dynamic height is computed by dividing the NAVD 88
 HD0816.geopotential number by the normal gravity value computed on the
 HD0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0816.degrees latitude (g = 980.6199 gals.).
 HD0816
 HD0816.The modeled gravity was interpolated from observed gravity values.
 HD0816
 HD0816;                    North         East    Units  Estimated Accuracy
 HD0816;SPC MO W     -   177,890.      895,420.      MT  (+/- 180 meters Scaled)
 HD0816
 HD0816                          SUPERSEDED SURVEY CONTROL
 HD0816
 HD0816  NGVD 29 (??/??/92)  288.19   (m)          945.5    (f) COMPUTED    2 0
 HD0816
 HD0816.Superseded values are not recommended for survey control.
 HD0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0816.See file dsdata.txt to determine how the superseded data were derived.
 HD0816
 HD0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB132805(NAD 83)
 HD0816_MARKER: Z = SEE DESCRIPTION
 HD0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0816_SP_SET: CONCRETE CYLINDER
 HD0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0816
 HD0816  HISTORY     - Date     Condition        Report By
 HD0816  HISTORY     - UNK      MONUMENTED       DOD
 HD0816  HISTORY     - 1963     GOOD             NGS
 HD0816
 HD0816                          STATION DESCRIPTION
 HD0816
 HD0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0816'2.5 MI NW FROM FILLEY.
 HD0816'ABOUT 2.4 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HD0816'CHRISTIAN CHURCH AT FILLEY, THENCE 0.1 MILE NORTH ACROSS COUNTRY
 HD0816'AND ALONG THE EAST SIDE OF A CEMETERY, 172 FEET NORTH-NORTHEAST
 HD0816'OF THE NORTHEAST CORNER OF A CEMETERY, THE TOP SURFACE OVER
 HD0816'THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 HD0816'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS 4 FEET,
 HD0816'AND 143 FEET NORTH OF AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0811 ***********************************************************************
 HD0811  DESIGNATION -  H 7 B 2
 HD0811  PID         -  HD0811
 HD0811  STATE/COUNTY-  MO/CEDAR
 HD0811  USGS QUAD   -  FILLEY (1991)
 HD0811
 HD0811                         *CURRENT SURVEY CONTROL
 HD0811  ___________________________________________________________________
 HD0811* NAD 83(1986)-  37 45 56.     (N)    093 58 52.     (W)     SCALED    
 HD0811* NAVD 88     -       287.969  (meters)     944.78   (feet)  ADJUSTED  
 HD0811  ___________________________________________________________________
 HD0811  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HD0811  DYNAMIC HT  -         287.753 (meters)     944.07  (feet)  COMP
 HD0811  MODELED GRAV-     979,873.6   (mgal)                       NAVD 88
 HD0811
 HD0811  VERT ORDER  -  SECOND    CLASS 0
 HD0811
 HD0811.The horizontal coordinates were scaled from a topographic map and have
 HD0811.an estimated accuracy of +/- 6 seconds.
 HD0811
 HD0811.The orthometric height was determined by differential leveling
 HD0811.and adjusted by the National Geodetic Survey in June 1991..
 HD0811
 HD0811.The geoid height was determined by GEOID03.
 HD0811
 HD0811.The dynamic height is computed by dividing the NAVD 88
 HD0811.geopotential number by the normal gravity value computed on the
 HD0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0811.degrees latitude (g = 980.6199 gals.).
 HD0811
 HD0811.The modeled gravity was interpolated from observed gravity values.
 HD0811
 HD0811;                    North         East    Units  Estimated Accuracy
 HD0811;SPC MO W     -   177,560.      895,720.      MT  (+/- 180 meters Scaled)
 HD0811
 HD0811                          SUPERSEDED SURVEY CONTROL
 HD0811
 HD0811  NGVD 29 (??/??/92)  287.87   (m)          944.5    (f) COMPUTED    2 0
 HD0811
 HD0811.Superseded values are not recommended for survey control.
 HD0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0811.See file dsdata.txt to determine how the superseded data were derived.
 HD0811
 HD0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB135802(NAD 83)
 HD0811_MARKER: Z = SEE DESCRIPTION
 HD0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0811_SP_SET: CONCRETE CYLINDER
 HD0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0811
 HD0811  HISTORY     - Date     Condition        Report By
 HD0811  HISTORY     - UNK      MONUMENTED       DOD
 HD0811  HISTORY     - 1963     GOOD             NGS
 HD0811
 HD0811                          STATION DESCRIPTION
 HD0811
 HD0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0811'2.3 MI N FROM FILLEY.
 HD0811'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HD0811'CHRISTIAN CHURCH AT FILLEY, THENCE 0.1 MILE SOUTH ALONG A DIRT
 HD0811'ROAD, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, THE TOP
 HD0811'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 HD0811'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER WHICH
 HD0811'PROJECTS 4 FEET, AND 10 FEET WEST OF A HEDGE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0813 ***********************************************************************
 HD0813  DESIGNATION -  H 7 Z
 HD0813  PID         -  HD0813
 HD0813  STATE/COUNTY-  MO/CEDAR
 HD0813  USGS QUAD   -  FILLEY (1991)
 HD0813
 HD0813                         *CURRENT SURVEY CONTROL
 HD0813  ___________________________________________________________________
 HD0813* NAD 83(1986)-  37 46 15.     (N)    093 58 52.     (W)     SCALED    
 HD0813* NAVD 88     -       284.305  (meters)     932.76   (feet)  ADJUSTED  
 HD0813  ___________________________________________________________________
 HD0813  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HD0813  DYNAMIC HT  -         284.092 (meters)     932.06  (feet)  COMP
 HD0813  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 HD0813
 HD0813  VERT ORDER  -  SECOND    CLASS 0
 HD0813
 HD0813.The horizontal coordinates were scaled from a topographic map and have
 HD0813.an estimated accuracy of +/- 6 seconds.
 HD0813
 HD0813.The orthometric height was determined by differential leveling
 HD0813.and adjusted by the National Geodetic Survey in June 1991..
 HD0813
 HD0813.The geoid height was determined by GEOID03.
 HD0813
 HD0813.The dynamic height is computed by dividing the NAVD 88
 HD0813.geopotential number by the normal gravity value computed on the
 HD0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0813.degrees latitude (g = 980.6199 gals.).
 HD0813
 HD0813.The modeled gravity was interpolated from observed gravity values.
 HD0813
 HD0813;                    North         East    Units  Estimated Accuracy
 HD0813;SPC MO W     -   178,140.      895,710.      MT  (+/- 180 meters Scaled)
 HD0813
 HD0813                          SUPERSEDED SURVEY CONTROL
 HD0813
 HD0813  NGVD 29 (??/??/92)  284.21   (m)          932.4    (f) COMPUTED    2 0
 HD0813
 HD0813.Superseded values are not recommended for survey control.
 HD0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0813.See file dsdata.txt to determine how the superseded data were derived.
 HD0813
 HD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB135808(NAD 83)
 HD0813_MARKER: DS = TRIANGULATION STATION DISK
 HD0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0813_STAMPING: H 7 Z 1962
 HD0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0813+STABILITY: SURFACE MOTION
 HD0813
 HD0813  HISTORY     - Date     Condition        Report By
 HD0813  HISTORY     - 1962     MONUMENTED       CGS
 HD0813  HISTORY     - 1963     GOOD             NGS
 HD0813
 HD0813                          STATION DESCRIPTION
 HD0813
 HD0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0813'2.4 MI NW FROM FILLEY.
 HD0813'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HD0813'CHRISTIAN CHURCH AT FILLEY, THENCE 0.25 MILE NORTH ALONG A
 HD0813'PRIVATE ROAD, 0.1 MILE NORTH OF A FARMHOUSE, 170 FEET WEST OF
 HD0813'THE CENTER LINE OF THE PRIVATE ROAD, 13 FEET SOUTH OF AN EAST-WEST
 HD0813'FENCE, 1 FOOT EAST OF A NORTH-SOUTH FENCE, 1.9 FEET NORTH OF
 HD0813'A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 HD0813'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0812 ***********************************************************************
 HD0812  DESIGNATION -  H 7 Z RM 1
 HD0812  PID         -  HD0812
 HD0812  STATE/COUNTY-  MO/CEDAR
 HD0812  USGS QUAD   -  FILLEY (1991)
 HD0812
 HD0812                         *CURRENT SURVEY CONTROL
 HD0812  ___________________________________________________________________
 HD0812* NAD 83(1986)-  37 46 15.     (N)    093 58 51.     (W)     SCALED    
 HD0812* NAVD 88     -       283.563  (meters)     930.32   (feet)  ADJUSTED  
 HD0812  ___________________________________________________________________
 HD0812  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HD0812  DYNAMIC HT  -         283.351 (meters)     929.63  (feet)  COMP
 HD0812  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 HD0812
 HD0812  VERT ORDER  -  SECOND    CLASS 0
 HD0812
 HD0812.The horizontal coordinates were scaled from a topographic map and have
 HD0812.an estimated accuracy of +/- 6 seconds.
 HD0812
 HD0812.The orthometric height was determined by differential leveling
 HD0812.and adjusted by the National Geodetic Survey in June 1991..
 HD0812
 HD0812.The geoid height was determined by GEOID03.
 HD0812
 HD0812.The dynamic height is computed by dividing the NAVD 88
 HD0812.geopotential number by the normal gravity value computed on the
 HD0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0812.degrees latitude (g = 980.6199 gals.).
 HD0812
 HD0812.The modeled gravity was interpolated from observed gravity values.
 HD0812
 HD0812;                    North         East    Units  Estimated Accuracy
 HD0812;SPC MO W     -   178,140.      895,740.      MT  (+/- 180 meters Scaled)
 HD0812
 HD0812                          SUPERSEDED SURVEY CONTROL
 HD0812
 HD0812  NGVD 29 (??/??/92)  283.47   (m)          930.0    (f) COMPUTED    2 0
 HD0812
 HD0812.Superseded values are not recommended for survey control.
 HD0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0812.See file dsdata.txt to determine how the superseded data were derived.
 HD0812
 HD0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB136808(NAD 83)
 HD0812_MARKER: DB = BENCH MARK DISK
 HD0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0812_STAMPING: H 7 Z NO 1 1962
 HD0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0812+STABILITY: SURFACE MOTION
 HD0812
 HD0812  HISTORY     - Date     Condition        Report By
 HD0812  HISTORY     - 1962     MONUMENTED       CGS
 HD0812  HISTORY     - 1963     GOOD             NGS
 HD0812
 HD0812                          STATION DESCRIPTION
 HD0812
 HD0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0812'2.4 MI NW FROM FILLEY.
 HD0812'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HD0812'CHRISTIAN CHURCH AT FILLEY, THENCE 0.25 MILE NORTH ALONG A
 HD0812'PRIVATE ROAD, 12 FEET WEST OF THE CENTER LINE OF THE PRIVATE
 HD0812'ROAD, 158.5 FEET EAST OF H 7 Z 1962, 18 1/2 FEET SOUTH OF AN
 HD0812'EAST-WEST FENCE, 1 1/2 FEET WEST OF A FENCE, ABOUT LEVEL WITH
 HD0812'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HD0812'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0814 ***********************************************************************
 HD0814  DESIGNATION -  H 7 Z RM 2
 HD0814  PID         -  HD0814
 HD0814  STATE/COUNTY-  MO/CEDAR
 HD0814  USGS QUAD   -  FILLEY (1991)
 HD0814
 HD0814                         *CURRENT SURVEY CONTROL
 HD0814  ___________________________________________________________________
 HD0814* NAD 83(1986)-  37 46 14.     (N)    093 58 52.     (W)     SCALED    
 HD0814* NAVD 88     -       284.713  (meters)     934.10   (feet)  ADJUSTED  
 HD0814  ___________________________________________________________________
 HD0814  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HD0814  DYNAMIC HT  -         284.500 (meters)     933.40  (feet)  COMP
 HD0814  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 HD0814
 HD0814  VERT ORDER  -  SECOND    CLASS 0
 HD0814
 HD0814.The horizontal coordinates were scaled from a topographic map and have
 HD0814.an estimated accuracy of +/- 6 seconds.
 HD0814
 HD0814.The orthometric height was determined by differential leveling
 HD0814.and adjusted by the National Geodetic Survey in June 1991..
 HD0814
 HD0814.The geoid height was determined by GEOID03.
 HD0814
 HD0814.The dynamic height is computed by dividing the NAVD 88
 HD0814.geopotential number by the normal gravity value computed on the
 HD0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0814.degrees latitude (g = 980.6199 gals.).
 HD0814
 HD0814.The modeled gravity was interpolated from observed gravity values.
 HD0814
 HD0814;                    North         East    Units  Estimated Accuracy
 HD0814;SPC MO W     -   178,110.      895,710.      MT  (+/- 180 meters Scaled)
 HD0814
 HD0814                          SUPERSEDED SURVEY CONTROL
 HD0814
 HD0814  NGVD 29 (??/??/92)  284.62   (m)          933.8    (f) COMPUTED    2 0
 HD0814
 HD0814.Superseded values are not recommended for survey control.
 HD0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0814.See file dsdata.txt to determine how the superseded data were derived.
 HD0814
 HD0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB135808(NAD 83)
 HD0814_MARKER: DR = REFERENCE MARK DISK
 HD0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0814_STAMPING: H 7 Z NO 2 1962
 HD0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0814+STABILITY: SURFACE MOTION
 HD0814
 HD0814  HISTORY     - Date     Condition        Report By
 HD0814  HISTORY     - 1962     MONUMENTED       CGS
 HD0814  HISTORY     - 1963     GOOD             NGS
 HD0814
 HD0814                          STATION DESCRIPTION
 HD0814
 HD0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0814'2.4 MI NW FROM FILLEY.
 HD0814'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HD0814'CHRISTIAN CHURCH AT FILLEY, THENCE 0.25 MILE NORTH ALONG A
 HD0814'PRIVATE ROAD, 170 FEET WEST OF THE CENTER LINE OF A PRIVATE
 HD0814'ROAD, 93.5 FEET SOUTH OF H 7 Z 1962, 106 FEET SOUTH OF AN
 HD0814'EAST-WEST FENCE, 1 FOOT EAST OF A NORTH-SOUTH FENCE, AND SET
 HD0814'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0090 ***********************************************************************
 LF0090  DESIGNATION -  H 71
 LF0090  PID         -  LF0090
 LF0090  STATE/COUNTY-  MO/WORTH
 LF0090  USGS QUAD   -  GRANT CITY (1984)
 LF0090
 LF0090                         *CURRENT SURVEY CONTROL
 LF0090  ___________________________________________________________________
 LF0090* NAD 83(1986)-  40 27 09.     (N)    094 25 25.     (W)     SCALED    
 LF0090* NAVD 88     -       309.144  (meters)    1014.25   (feet)  ADJUSTED  
 LF0090  ___________________________________________________________________
 LF0090  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LF0090  DYNAMIC HT  -         308.980 (meters)    1013.71  (feet)  COMP
 LF0090  MODELED GRAV-     980,087.9   (mgal)                       NAVD 88
 LF0090
 LF0090  VERT ORDER  -  SECOND    CLASS 0
 LF0090
 LF0090.The horizontal coordinates were scaled from a topographic map and have
 LF0090.an estimated accuracy of +/- 6 seconds.
 LF0090
 LF0090.The orthometric height was determined by differential leveling
 LF0090.and adjusted by the National Geodetic Survey in June 1991..
 LF0090
 LF0090.The geoid height was determined by GEOID03.
 LF0090
 LF0090.The dynamic height is computed by dividing the NAVD 88
 LF0090.geopotential number by the normal gravity value computed on the
 LF0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0090.degrees latitude (g = 980.6199 gals.).
 LF0090
 LF0090.The modeled gravity was interpolated from observed gravity values.
 LF0090
 LF0090;                    North         East    Units  Estimated Accuracy
 LF0090;SPC MO W     -   475,710.      856,480.      MT  (+/- 180 meters Scaled)
 LF0090
 LF0090                          SUPERSEDED SURVEY CONTROL
 LF0090
 LF0090  NGVD 29 (??/??/92)  309.053  (m)         1013.95   (f) ADJ UNCH    2 0
 LF0090
 LF0090.Superseded values are not recommended for survey control.
 LF0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0090.See file dsdata.txt to determine how the superseded data were derived.
 LF0090
 LF0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE792789(NAD 83)
 LF0090_MARKER: DB = BENCH MARK DISK
 LF0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0090_STAMPING: H 71 1935
 LF0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0090+STABILITY: SURFACE MOTION
 LF0090
 LF0090  HISTORY     - Date     Condition        Report By
 LF0090  HISTORY     - 1935     MONUMENTED       CGS
 LF0090  HISTORY     - 1982     MARK NOT FOUND   USGS
 LF0090
 LF0090                          STATION DESCRIPTION
 LF0090
 LF0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0090'2.3 MI S FROM GRANT CITY.
 LF0090'2.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0090'FROM THE PUBLIC SCHOOL AT GRANT CITY, 7 POLES SOUTH OF MILEPOST
 LF0090'48, AT A ROAD CROSSING, 25 FEET EAST OF THE CENTERLINE OF THE
 LF0090'TRACK, 21 FEET NORTH OF THE CENTERINE OF THE ROAD, 20 FEET WEST
 LF0090'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET HIGHER THAN THE
 LF0090'TRACK.  A STANDARD DISK, STAMPED H 71 1935 AND SET IN THE
 LF0090'TOP OF A CONCRETE POST.
 LF0090
 LF0090                          STATION RECOVERY (1982)
 LF0090
 LF0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LF0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0432 ***********************************************************************
 KE0432  DESIGNATION -  H 72
 KE0432  PID         -  KE0432
 KE0432  STATE/COUNTY-  MO/ANDREW
 KE0432  USGS QUAD   -  HELENA (1983)
 KE0432
 KE0432                         *CURRENT SURVEY CONTROL
 KE0432  ___________________________________________________________________
 KE0432* NAD 83(1986)-  39 57 02.     (N)    094 38 12.     (W)     SCALED    
 KE0432* NAVD 88     -       319.447  (meters)    1048.05   (feet)  ADJUSTED  
 KE0432  ___________________________________________________________________
 KE0432  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KE0432  DYNAMIC HT  -         319.264 (meters)    1047.45  (feet)  COMP
 KE0432  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 KE0432
 KE0432  VERT ORDER  -  SECOND    CLASS 0
 KE0432
 KE0432.The horizontal coordinates were scaled from a topographic map and have
 KE0432.an estimated accuracy of +/- 6 seconds.
 KE0432
 KE0432.The orthometric height was determined by differential leveling
 KE0432.and adjusted by the National Geodetic Survey in June 1991..
 KE0432
 KE0432.The geoid height was determined by GEOID03.
 KE0432
 KE0432.The dynamic height is computed by dividing the NAVD 88
 KE0432.geopotential number by the normal gravity value computed on the
 KE0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0432.degrees latitude (g = 980.6199 gals.).
 KE0432
 KE0432.The modeled gravity was interpolated from observed gravity values.
 KE0432
 KE0432;                    North         East    Units  Estimated Accuracy
 KE0432;SPC MO W     -   419,990.      838,320.      MT  (+/- 180 meters Scaled)
 KE0432
 KE0432                          SUPERSEDED SURVEY CONTROL
 KE0432
 KE0432  NGVD 29 (??/??/92)  319.345  (m)         1047.72   (f) ADJ UNCH    2 0
 KE0432
 KE0432.Superseded values are not recommended for survey control.
 KE0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0432.See file dsdata.txt to determine how the superseded data were derived.
 KE0432
 KE0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE601235(NAD 83)
 KE0432_MARKER: DB = BENCH MARK DISK
 KE0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0432_STAMPING: H 72 1935
 KE0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0432+STABILITY: SURFACE MOTION
 KE0432
 KE0432  HISTORY     - Date     Condition        Report By
 KE0432  HISTORY     - 1935     MONUMENTED       CGS
 KE0432  HISTORY     - 1959     GOOD             NGS
 KE0432  HISTORY     - 1981     GOOD             NGS
 KE0432  HISTORY     - 20041006 MARK NOT FOUND   MODNR
 KE0432
 KE0432                          STATION DESCRIPTION
 KE0432
 KE0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0432'2.8 MI NE FROM HELENA.
 KE0432'2.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0432'RAILROAD FROM THE STATION AT HELENA, ANDREW COUNTY, 93 FEET
 KE0432'WEST-SOUTHWEST OF THE CENTER OF RAILROAD AND EAST-WEST ROAD
 KE0432'CROSSING, 61 FEET WEST-SOUTHWEST OF A CONCRETE RAILROAD CROSSING
 KE0432'SIGN, 44 FEET NORTHWEST OF THE NORTHWEST RAIL OF TRACK, 36 FEET
 KE0432'SOUTH OF THE CENTER OF EAST-WEST ROAD, 15.5 FEET NORTH-NORTHWEST
 KE0432'OF TELEGRAPH POLE, 3 FEET SOUTH OF RAILROAD RIGHT-OF-WAY END
 KE0432'POST IN FENCE, AND 2 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE.  A
 KE0432'STANDARD DISK, STAMPED H 72 1935 AND SET IN THE TOP OF A CONCRETE
 KE0432'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- MARK IS 4 POLES
 KE0432'NORTHEAST OF MILEPOST 123.
 KE0432
 KE0432                          STATION RECOVERY (1981)
 KE0432
 KE0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0432'0.25 KM (0.15 MI) NORTH ALONG STATE ROADS Z AND V FROM THE POST
 KE0432'OFFICE AT HELENA, THENCE 5.23 KM (3.25 MI) EAST AND NORTH ALONG STATE
 KE0432'ROAD F TO A T-ROAD AND THE OLD RAILROAD GRADE AND THE MARK ON THE
 KE0432'LEFT, 39.6 M (130 FT) WEST OF THE CENTERLINE OF ROAD F , 11 M (36 FT)
 KE0432'SOUTH OF THE CENTERLINE OF THE EAST/WEST ROAD, 0.91 N (3 FT) SOUTH OF
 KE0432'A FENCE CORNER, 0.6 MI (2 FT) SOUTHEAST OF A FENCE, 19.26 M (63.2 FT)
 KE0432'SOUTHWEST OF A POWERLINE POLE.
 KE0432
 KE0432                          STATION RECOVERY (2004)
 KE0432
 KE0432'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 KE0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0421 ***********************************************************************
 KE0421  DESIGNATION -  H 73
 KE0421  PID         -  KE0421
 KE0421  STATE/COUNTY-  MO/BUCHANAN
 KE0421  USGS QUAD   -  AGENCY (1971)
 KE0421
 KE0421                         *CURRENT SURVEY CONTROL
 KE0421  ___________________________________________________________________
 KE0421* NAD 83(1986)-  39 37 43.     (N)    094 40 05.     (W)     SCALED    
 KE0421* NAVD 88     -       286.155  (meters)     938.83   (feet)  ADJUSTED  
 KE0421  ___________________________________________________________________
 KE0421  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KE0421  DYNAMIC HT  -         285.984 (meters)     938.27  (feet)  COMP
 KE0421  MODELED GRAV-     980,021.9   (mgal)                       NAVD 88
 KE0421
 KE0421  VERT ORDER  -  SECOND    CLASS 0
 KE0421
 KE0421.The horizontal coordinates were scaled from a topographic map and have
 KE0421.an estimated accuracy of +/- 6 seconds.
 KE0421
 KE0421.The orthometric height was determined by differential leveling
 KE0421.and adjusted by the National Geodetic Survey in June 1991..
 KE0421
 KE0421.The geoid height was determined by GEOID03.
 KE0421
 KE0421.The dynamic height is computed by dividing the NAVD 88
 KE0421.geopotential number by the normal gravity value computed on the
 KE0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0421.degrees latitude (g = 980.6199 gals.).
 KE0421
 KE0421.The modeled gravity was interpolated from observed gravity values.
 KE0421
 KE0421;                    North         East    Units  Estimated Accuracy
 KE0421;SPC MO W     -   384,250.      835,570.      MT  (+/- 180 meters Scaled)
 KE0421
 KE0421                          SUPERSEDED SURVEY CONTROL
 KE0421
 KE0421  NGVD 29 (??/??/92)  286.055  (m)          938.50   (f) ADJ UNCH    2 0
 KE0421
 KE0421.Superseded values are not recommended for survey control.
 KE0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0421.See file dsdata.txt to determine how the superseded data were derived.
 KE0421
 KE0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD568878(NAD 83)
 KE0421_MARKER: DB = BENCH MARK DISK
 KE0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0421_STAMPING: H 73 1935
 KE0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0421+STABILITY: SURFACE MOTION
 KE0421
 KE0421  HISTORY     - Date     Condition        Report By
 KE0421  HISTORY     - 1935     MONUMENTED       CGS
 KE0421  HISTORY     - 1959     GOOD             NGS
 KE0421
 KE0421                          STATION DESCRIPTION
 KE0421
 KE0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0421'AT FRAZIER.
 KE0421'AT FRAZIER, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, AT
 KE0421'THE SITE OF THE OLD STATION, 203 FEET WEST-NORTHWEST OF THE
 KE0421'CENTER OF A ROAD CROSSING, 58 FEET NORTHEAST OF THE NORTHEAST
 KE0421'CORNER OF A HOUSE, 40 FEET NORTHWEST OF A LONE 14-INCH TREE,
 KE0421'AND 13 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK.
 KE0421'NOTE-- DUG DOWN ALONG THE SIDE OF THE POST AND REINFORCED IT
 KE0421'WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0123 ***********************************************************************
 KE0123  DESIGNATION -  H 74
 KE0123  PID         -  KE0123
 KE0123  STATE/COUNTY-  MO/RAY
 KE0123  USGS QUAD   -  RAYVILLE (1979)
 KE0123
 KE0123                         *CURRENT SURVEY CONTROL
 KE0123  ___________________________________________________________________
 KE0123* NAD 83(1986)-  39 20 57.     (N)    094 03 51.     (W)     SCALED    
 KE0123* NAVD 88     -       295.342  (meters)     968.97   (feet)  ADJUSTED  
 KE0123  ___________________________________________________________________
 KE0123  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0123  DYNAMIC HT  -         295.159 (meters)     968.37  (feet)  COMP
 KE0123  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 KE0123
 KE0123  VERT ORDER  -  SECOND    CLASS 0
 KE0123
 KE0123.The horizontal coordinates were scaled from a topographic map and have
 KE0123.an estimated accuracy of +/- 6 seconds.
 KE0123
 KE0123.The orthometric height was determined by differential leveling
 KE0123.and adjusted by the National Geodetic Survey in June 1991..
 KE0123
 KE0123.The geoid height was determined by GEOID03.
 KE0123
 KE0123.The dynamic height is computed by dividing the NAVD 88
 KE0123.geopotential number by the normal gravity value computed on the
 KE0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0123.degrees latitude (g = 980.6199 gals.).
 KE0123
 KE0123.The modeled gravity was interpolated from observed gravity values.
 KE0123
 KE0123;                    North         East    Units  Estimated Accuracy
 KE0123;SPC MO W     -   353,300.      887,570.      MT  (+/- 180 meters Scaled)
 KE0123
 KE0123                          SUPERSEDED SURVEY CONTROL
 KE0123
 KE0123  NGVD 29 (??/??/92)  295.24   (m)          968.6    (f) COMPUTED    2 0
 KE0123
 KE0123.Superseded values are not recommended for survey control.
 KE0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0123.See file dsdata.txt to determine how the superseded data were derived.
 KE0123
 KE0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD083560(NAD 83)
 KE0123_MARKER: DB = BENCH MARK DISK
 KE0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0123_STAMPING: H-74 1935
 KE0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0123
 KE0123  HISTORY     - Date     Condition        Report By
 KE0123  HISTORY     - 1935     MONUMENTED       CGS
 KE0123  HISTORY     - 19960723 MARK NOT FOUND   MOHC
 KE0123
 KE0123                          STATION DESCRIPTION
 KE0123
 KE0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KE0123'AT RAYVILLE.
 KE0123'AT RAYVILLE DEPOT ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0123'RAILROAD 51 FEET NORTHWEST OF THE DEPOT.  SET IN THE SOUTH
 KE0123'CORNER OF FLASH BASE SIGNAL, 33 FEET SOUTHEAST OF THE CENTER
 KE0123'LINE OF MAIN STREET CROSSING, 10 FEET SOUTHWEST OF THE CENTER
 KE0123'LINE OF THE TRACK, 1 FOOT ABOVE RAIL LEVEL.
 KE0123
 KE0123                          STATION RECOVERY (1996)
 KE0123
 KE0123'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1996 (MP)
 KE0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0292 ***********************************************************************
 KE0292  DESIGNATION -  H 75
 KE0292  PID         -  KE0292
 KE0292  STATE/COUNTY-  MO/CLINTON
 KE0292  USGS QUAD   -  SMITHVILLE (1975)
 KE0292
 KE0292                         *CURRENT SURVEY CONTROL
 KE0292  ___________________________________________________________________
 KE0292* NAD 83(1986)-  39 28 56.     (N)    094 31 38.     (W)     SCALED    
 KE0292* NAVD 88     -       262.104  (meters)     859.92   (feet)  ADJUSTED  
 KE0292  ___________________________________________________________________
 KE0292  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE0292  DYNAMIC HT  -         261.944 (meters)     859.39  (feet)  COMP
 KE0292  MODELED GRAV-     980,009.2   (mgal)                       NAVD 88
 KE0292
 KE0292  VERT ORDER  -  SECOND    CLASS 0
 KE0292
 KE0292.The horizontal coordinates were scaled from a topographic map and have
 KE0292.an estimated accuracy of +/- 6 seconds.
 KE0292
 KE0292.The orthometric height was determined by differential leveling
 KE0292.and adjusted by the National Geodetic Survey in June 1991..
 KE0292
 KE0292.The geoid height was determined by GEOID03.
 KE0292
 KE0292.The dynamic height is computed by dividing the NAVD 88
 KE0292.geopotential number by the normal gravity value computed on the
 KE0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0292.degrees latitude (g = 980.6199 gals.).
 KE0292
 KE0292.The modeled gravity was interpolated from observed gravity values.
 KE0292
 KE0292;                    North         East    Units  Estimated Accuracy
 KE0292;SPC MO W     -   367,980.      847,660.      MT  (+/- 180 meters Scaled)
 KE0292
 KE0292                          SUPERSEDED SURVEY CONTROL
 KE0292
 KE0292  NGVD 29 (??/??/92)  262.002  (m)          859.58   (f) ADJ UNCH    2 0
 KE0292
 KE0292.Superseded values are not recommended for survey control.
 KE0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0292.See file dsdata.txt to determine how the superseded data were derived.
 KE0292
 KE0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD686714(NAD 83)
 KE0292_MARKER: DB = BENCH MARK DISK
 KE0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0292_STAMPING: H 75 1935
 KE0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0292+STABILITY: SURFACE MOTION
 KE0292
 KE0292  HISTORY     - Date     Condition        Report By
 KE0292  HISTORY     - 1935     MONUMENTED       CGS
 KE0292  HISTORY     - 1959     MARK NOT FOUND   NGS
 KE0292
 KE0292                          STATION DESCRIPTION
 KE0292
 KE0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0292'2.3 MI NE FROM TRIMBLE.
 KE0292'2.3 MILES NORTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 KE0292'QUINCY, OMAHA AND KANSAS CITY RAILROAD FROM TRIMBLE, AT THE
 KE0292'OLD MECCA SIDING, AT A GATE ACROSS THE OLD RAILROAD GRADE,
 KE0292'12 FEET SOUTHWEST OF THE SOUTHWEST GATEPOST, AND 2 FEET SOUTHEAST
 KE0292'OF THE FENCE.  THIS BENCH MARK MAY BE REACHED FROM THE POST
 KE0292'OFFICE AT TRIMBLE BY GOING 0.8 MILE EAST, THENCE 0.6 MILE
 KE0292'NORTH, THENCE 1.4 MILES EAST TO A T-ROAD LEADING NORTH AT THE
 KE0292'SITE OF THE OLD MECCA STATION, THENCE 0.2 MILE SOUTHWEST (BACK
 KE0292'TOWARD TRIMBLE) TO A FARM ROAD LEADING NORTHWEST TO A FARM
 KE0292'HOME ON A HILL, TURN ON THIS ROAD AND CROSS THE OLD RAILROAD TO
 KE0292'THE GATE AND THE SITE OF THE BENCH MARK.  ABOUT 1/4 MILE SOUTHWEST
 KE0292'OF MECCA, 0.3 MILE NORTHEAST OF THE EAST END OF THE BRIDGE OVER
 KE0292'ROBERTS BRANCH, ABOUT 80 FEET NORTH AND 600 FEET NORTHEAST OF
 KE0292'THE SOUTH WEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST
 KE0292'QUARTER OF SECTION 20, T 54 N, R 32 W, AND 48 FEET LEFT OF
 KE0292'THE CENTERLINE OF STATE HIGHWAY ROUTE D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0828 ***********************************************************************
 KD0828  DESIGNATION -  H 76
 KD0828  PID         -  KD0828
 KD0828  STATE/COUNTY-  MO/DAVIESS
 KD0828  USGS QUAD   -  GALLATIN (1984)
 KD0828
 KD0828                         *CURRENT SURVEY CONTROL
 KD0828  ___________________________________________________________________
 KD0828* NAD 83(1986)-  39 55 12.     (N)    093 58 02.     (W)     SCALED    
 KD0828* NAVD 88     -       254.274  (meters)     834.23   (feet)  ADJUSTED  
 KD0828  ___________________________________________________________________
 KD0828  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0828  DYNAMIC HT  -         254.128 (meters)     833.75  (feet)  COMP
 KD0828  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 KD0828
 KD0828  VERT ORDER  -  SECOND    CLASS 0
 KD0828
 KD0828.The horizontal coordinates were scaled from a topographic map and have
 KD0828.an estimated accuracy of +/- 6 seconds.
 KD0828
 KD0828.The orthometric height was determined by differential leveling
 KD0828.and adjusted by the National Geodetic Survey in June 1991..
 KD0828
 KD0828.The geoid height was determined by GEOID03.
 KD0828
 KD0828.The dynamic height is computed by dividing the NAVD 88
 KD0828.geopotential number by the normal gravity value computed on the
 KD0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0828.degrees latitude (g = 980.6199 gals.).
 KD0828
 KD0828.The modeled gravity was interpolated from observed gravity values.
 KD0828
 KD0828;                    North         East    Units  Estimated Accuracy
 KD0828;SPC MO W     -   416,720.      895,550.      MT  (+/- 180 meters Scaled)
 KD0828
 KD0828                          SUPERSEDED SURVEY CONTROL
 KD0828
 KD0828  NGVD 29 (??/??/92)  254.202  (m)          833.99   (f) ADJ UNCH    2 0
 KD0828
 KD0828.Superseded values are not recommended for survey control.
 KD0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0828.See file dsdata.txt to determine how the superseded data were derived.
 KD0828
 KD0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE173193(NAD 83)
 KD0828_MARKER: DB = BENCH MARK DISK
 KD0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0828_SP_SET: BRIDGE
 KD0828_STAMPING: H 76 1935
 KD0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0828
 KD0828  HISTORY     - Date     Condition        Report By
 KD0828  HISTORY     - 1935     MONUMENTED       CGS
 KD0828  HISTORY     - 1935     GOOD             NGS
 KD0828
 KD0828                          STATION DESCRIPTION
 KD0828
 KD0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0828'0.3 MI W FROM GALLATIN.
 KD0828'0.3 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KD0828'FROM THE STATION AT GALLATIN, DAVIESS COUNTY, 12 POLES EAST OF
 KD0828'MILEPOST 442, AT BRIDGE 4417, IN THE TOP OF THE SOUTHEAST END
 KD0828'OF THE NORTHEAST ABUTMENT, 9 FEET SOUTHEAST OF THE CENTERLINE
 KD0828'OF THE TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD
 KD0828'DISK, STAMPED H 76 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1183 ***********************************************************************
 LF1183  DESIGNATION -  H 77
 LF1183  PID         -  LF1183
 LF1183  STATE/COUNTY-  MO/DAVIESS
 LF1183  USGS QUAD   -  COFFEY (1984)
 LF1183
 LF1183                         *CURRENT SURVEY CONTROL
 LF1183  ___________________________________________________________________
 LF1183* NAD 83(1986)-  40 00 49.     (N)    094 00 10.     (W)     SCALED    
 LF1183* NAVD 88     -       255.114  (meters)     836.99   (feet)  ADJUSTED  
 LF1183  ___________________________________________________________________
 LF1183  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LF1183  DYNAMIC HT  -         254.970 (meters)     836.51  (feet)  COMP
 LF1183  MODELED GRAV-     980,058.8   (mgal)                       NAVD 88
 LF1183
 LF1183  VERT ORDER  -  SECOND    CLASS 0
 LF1183
 LF1183.The horizontal coordinates were scaled from a topographic map and have
 LF1183.an estimated accuracy of +/- 6 seconds.
 LF1183
 LF1183.The orthometric height was determined by differential leveling
 LF1183.and adjusted by the National Geodetic Survey in June 1991..
 LF1183
 LF1183.The geoid height was determined by GEOID03.
 LF1183
 LF1183.The dynamic height is computed by dividing the NAVD 88
 LF1183.geopotential number by the normal gravity value computed on the
 LF1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1183.degrees latitude (g = 980.6199 gals.).
 LF1183
 LF1183.The modeled gravity was interpolated from observed gravity values.
 LF1183
 LF1183;                    North         East    Units  Estimated Accuracy
 LF1183;SPC MO W     -   427,100.      892,450.      MT  (+/- 180 meters Scaled)
 LF1183
 LF1183                          SUPERSEDED SURVEY CONTROL
 LF1183
 LF1183  NGVD 29 (??/??/92)  255.05   (m)          836.8    (f) COMPUTED    2 0
 LF1183
 LF1183.Superseded values are not recommended for survey control.
 LF1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1183.See file dsdata.txt to determine how the superseded data were derived.
 LF1183
 LF1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE144297(NAD 83)
 LF1183_MARKER: DB = BENCH MARK DISK
 LF1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1183_STAMPING: H 77 1935
 LF1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1183+STABILITY: SURFACE MOTION
 LF1183
 LF1183  HISTORY     - Date     Condition        Report By
 LF1183  HISTORY     - 1935     MONUMENTED       CGS
 LF1183
 LF1183                          STATION DESCRIPTION
 LF1183
 LF1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF1183'1 MI NW FROM JAMESON.
 LF1183'1.0 MILES NORTHWEST ALONG THE WABASH RAILROAD FROM THE
 LF1183'STATION AT JAMESON, DAVIESS COUNTY, 11 POLES NORTHWEST OF MILEPOST
 LF1183'256, AT A ROAD CROSSING, 35 FEET NORTH OF THE CENTERLINE OF THE
 LF1183'TRACK, 17 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3.5
 LF1183'FEET HIGHER THAN THE RAILS.  A STANDARD DISK, STAMPED H 77
 LF1183'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0328 ***********************************************************************
 KD0328  DESIGNATION -  H 78
 KD0328  PID         -  KD0328
 KD0328  STATE/COUNTY-  MO/CHARITON
 KD0328  USGS QUAD   -  FOUNTAIN GROVE (1984)
 KD0328
 KD0328                         *CURRENT SURVEY CONTROL
 KD0328  ___________________________________________________________________
 KD0328* NAD 83(1986)-  39 41 33.     (N)    093 16 21.     (W)     SCALED    
 KD0328* NAVD 88     -       203.422  (meters)     667.39   (feet)  ADJUSTED  
 KD0328  ___________________________________________________________________
 KD0328  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KD0328  DYNAMIC HT  -         203.306 (meters)     667.01  (feet)  COMP
 KD0328  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 KD0328
 KD0328  VERT ORDER  -  SECOND    CLASS 0
 KD0328
 KD0328.The horizontal coordinates were scaled from a topographic map and have
 KD0328.an estimated accuracy of +/- 6 seconds.
 KD0328
 KD0328.The orthometric height was determined by differential leveling
 KD0328.and adjusted by the National Geodetic Survey in June 1991..
 KD0328
 KD0328.The geoid height was determined by GEOID03.
 KD0328
 KD0328.The dynamic height is computed by dividing the NAVD 88
 KD0328.geopotential number by the normal gravity value computed on the
 KD0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0328.degrees latitude (g = 980.6199 gals.).
 KD0328
 KD0328.The modeled gravity was interpolated from observed gravity values.
 KD0328
 KD0328;                    North         East    Units  Estimated Accuracy
 KD0328;SPC MO C     -   428,590.      433,740.      MT  (+/- 180 meters Scaled)
 KD0328
 KD0328                          SUPERSEDED SURVEY CONTROL
 KD0328
 KD0328  NGVD 29 (??/??/92)  203.385  (m)          667.27   (f) ADJ UNCH    2 0
 KD0328
 KD0328.Superseded values are not recommended for survey control.
 KD0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0328.See file dsdata.txt to determine how the superseded data were derived.
 KD0328
 KD0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD766936(NAD 83)
 KD0328_MARKER: DB = BENCH MARK DISK
 KD0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0328_SP_SET: BRIDGE
 KD0328_STAMPING: H 78 1935
 KD0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0328
 KD0328  HISTORY     - Date     Condition        Report By
 KD0328  HISTORY     - 1935     MONUMENTED       CGS
 KD0328  HISTORY     - 1979     GOOD             LOCENG
 KD0328
 KD0328                          STATION DESCRIPTION
 KD0328
 KD0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0328'2.6 MI SE FROM FOUNTAIN GROVE.
 KD0328'IN CHARITON COUNTY, 2.6 MILES SOUTHEAST ALONG THE WABASH RAILROAD
 KD0328'FROM THE SIDING AT FOUNTAIN GROVE, LINN COUNTY, AT BRIDGE 778,
 KD0328'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT,
 KD0328'AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KD0328'H 78 1935.
 KD0328
 KD0328                          STATION RECOVERY (1979)
 KD0328
 KD0328'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 KD0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0857 ***********************************************************************
 KD0857  DESIGNATION -  H 79
 KD0857  PID         -  KD0857
 KD0857  STATE/COUNTY-  MO/CALDWELL
 KD0857  USGS QUAD   -  BRAYMER (1984)
 KD0857
 KD0857                         *CURRENT SURVEY CONTROL
 KD0857  ___________________________________________________________________
 KD0857* NAD 83(1986)-  39 36 26.     (N)    093 46 30.     (W)     SCALED    
 KD0857* NAVD 88     -       224.240  (meters)     735.69   (feet)  ADJUSTED  
 KD0857  ___________________________________________________________________
 KD0857  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KD0857  DYNAMIC HT  -         224.106 (meters)     735.25  (feet)  COMP
 KD0857  MODELED GRAV-     980,022.1   (mgal)                       NAVD 88
 KD0857
 KD0857  VERT ORDER  -  SECOND    CLASS 0
 KD0857
 KD0857.The horizontal coordinates were scaled from a topographic map and have
 KD0857.an estimated accuracy of +/- 6 seconds.
 KD0857
 KD0857.The orthometric height was determined by differential leveling
 KD0857.and adjusted by the National Geodetic Survey in June 1991..
 KD0857
 KD0857.The geoid height was determined by GEOID03.
 KD0857
 KD0857.The dynamic height is computed by dividing the NAVD 88
 KD0857.geopotential number by the normal gravity value computed on the
 KD0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0857.degrees latitude (g = 980.6199 gals.).
 KD0857
 KD0857.The modeled gravity was interpolated from observed gravity values.
 KD0857
 KD0857;                    North         East    Units  Estimated Accuracy
 KD0857;SPC MO W     -   382,110.      912,260.      MT  (+/- 180 meters Scaled)
 KD0857
 KD0857                          SUPERSEDED SURVEY CONTROL
 KD0857
 KD0857  NGVD 29 (??/??/92)  224.175  (m)          735.48   (f) ADJ UNCH    2 0
 KD0857
 KD0857.Superseded values are not recommended for survey control.
 KD0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0857.See file dsdata.txt to determine how the superseded data were derived.
 KD0857
 KD0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD334844(NAD 83)
 KD0857_MARKER: DB = BENCH MARK DISK
 KD0857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0857_SP_SET: BRIDGE
 KD0857_STAMPING: H 79 1935
 KD0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0857
 KD0857  HISTORY     - Date     Condition        Report By
 KD0857  HISTORY     - 1935     MONUMENTED       CGS
 KD0857  HISTORY     - 1964     GOOD             NGS
 KD0857
 KD0857                          STATION DESCRIPTION
 KD0857
 KD0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0857'1.8 MI NE FROM BRAYMER.
 KD0857'1.8 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 KD0857'PACIFIC RAILROAD FROM THE STATION AT BRAYMER, CALDWELL COUNTY, AT
 KD0857'BRIDGE 1744, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 KD0857'BACKWALL, 9.5 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 KD0857'ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KD0857'H 79 1935.
 KD0857
 KD0857                          STATION RECOVERY (1964)
 KD0857
 KD0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0657 ***********************************************************************
 GE0657  DESIGNATION -  H 8
 GE0657  PID         -  GE0657
 GE0657  STATE/COUNTY-  MO/HOWELL
 GE0657  USGS QUAD   -  POMONA (1986)
 GE0657
 GE0657                         *CURRENT SURVEY CONTROL
 GE0657  ___________________________________________________________________
 GE0657* NAD 83(1986)-  36 49 57.     (N)    091 54 34.     (W)     SCALED    
 GE0657* NAVD 88     -       378.997  (meters)    1243.43   (feet)  ADJUSTED  
 GE0657  ___________________________________________________________________
 GE0657  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GE0657  DYNAMIC HT  -         378.676 (meters)    1242.37  (feet)  COMP
 GE0657  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 GE0657
 GE0657  VERT ORDER  -  FIRST     CLASS II
 GE0657
 GE0657.The horizontal coordinates were scaled from a topographic map and have
 GE0657.an estimated accuracy of +/- 6 seconds.
 GE0657
 GE0657.The orthometric height was determined by differential leveling
 GE0657.and adjusted by the National Geodetic Survey in June 1991..
 GE0657
 GE0657.The geoid height was determined by GEOID03.
 GE0657
 GE0657.The dynamic height is computed by dividing the NAVD 88
 GE0657.geopotential number by the normal gravity value computed on the
 GE0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0657.degrees latitude (g = 980.6199 gals.).
 GE0657
 GE0657.The modeled gravity was interpolated from observed gravity values.
 GE0657
 GE0657;                    North         East    Units  Estimated Accuracy
 GE0657;SPC MO C     -   111,030.      552,680.      MT  (+/- 180 meters Scaled)
 GE0657
 GE0657                          SUPERSEDED SURVEY CONTROL
 GE0657
 GE0657  NGVD 29 (??/??/92)  378.823  (m)         1242.86   (f) ADJ UNCH    1 2
 GE0657
 GE0657.Superseded values are not recommended for survey control.
 GE0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0657.See file dsdata.txt to determine how the superseded data were derived.
 GE0657
 GE0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA972768(NAD 83)
 GE0657_MARKER: DB = BENCH MARK DISK
 GE0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0657_STAMPING: 1242.855 H 8 1928
 GE0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0657+STABILITY: SURFACE MOTION
 GE0657
 GE0657  HISTORY     - Date     Condition        Report By
 GE0657  HISTORY     - 1928     MONUMENTED       CGS
 GE0657  HISTORY     - 1934     GOOD             NGS
 GE0657  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0657
 GE0657                          STATION DESCRIPTION
 GE0657
 GE0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0657'AT OLDEN.
 GE0657'AT OLDEN, HOWELL COUNTY, ON THE RIGHT-OF-WAY OF THE ST. LOUIS-SAN
 GE0657'FRANCISCO RAILWAY, 4-1/2 RAILS SOUTH OF THE SOUTH END OF THE
 GE0657'STATION, 65 YARDS SOUTH OF THE SEMAPHORE AT THE STATION, OPPOSITE
 GE0657'AND BETWEEN POLES 306-5 AND 306-6, 34-1/2 FEET WEST OF THE
 GE0657'CENTERLINE OF THE MAIN TRACK, AND 28-1/2 FEET EAST OF A LARGE
 GE0657'2-FOOT TREE.  A STANDARD DISK, STAMPED 1242.855 H 8 1928 AND SET
 GE0657'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 GE0657
 GE0657                          STATION RECOVERY (1977)
 GE0657
 GE0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0157 ***********************************************************************
 HE0157  DESIGNATION -  H 8 B 1
 HE0157  PID         -  HE0157
 HE0157  STATE/COUNTY-  MO/CEDAR
 HE0157  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0157
 HE0157                         *CURRENT SURVEY CONTROL
 HE0157  ___________________________________________________________________
 HE0157* NAD 83(1986)-  37 46 24.     (N)    094 04 39.     (W)     SCALED    
 HE0157* NAVD 88     -       295.800  (meters)     970.47   (feet)  ADJUSTED  
 HE0157  ___________________________________________________________________
 HE0157  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HE0157  DYNAMIC HT  -         295.578 (meters)     969.74  (feet)  COMP
 HE0157  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 HE0157
 HE0157  VERT ORDER  -  SECOND    CLASS 0
 HE0157
 HE0157.The horizontal coordinates were scaled from a topographic map and have
 HE0157.an estimated accuracy of +/- 6 seconds.
 HE0157
 HE0157.The orthometric height was determined by differential leveling
 HE0157.and adjusted by the National Geodetic Survey in June 1991..
 HE0157
 HE0157.The geoid height was determined by GEOID03.
 HE0157
 HE0157.The dynamic height is computed by dividing the NAVD 88
 HE0157.geopotential number by the normal gravity value computed on the
 HE0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0157.degrees latitude (g = 980.6199 gals.).
 HE0157
 HE0157.The modeled gravity was interpolated from observed gravity values.
 HE0157
 HE0157;                    North         East    Units  Estimated Accuracy
 HE0157;SPC MO W     -   178,380.      887,220.      MT  (+/- 180 meters Scaled)
 HE0157
 HE0157                          SUPERSEDED SURVEY CONTROL
 HE0157
 HE0157  NGVD 29 (??/??/92)  295.69   (m)          970.1    (f) COMPUTED    2 0
 HE0157
 HE0157.Superseded values are not recommended for survey control.
 HE0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0157.See file dsdata.txt to determine how the superseded data were derived.
 HE0157
 HE0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB051812(NAD 83)
 HE0157_MARKER: DB = BENCH MARK DISK
 HE0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0157_SP_SET: TRIBACH
 HE0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0157
 HE0157  HISTORY     - Date     Condition        Report By
 HE0157  HISTORY     - UNK      MONUMENTED       CGS
 HE0157  HISTORY     - 1963     GOOD             NGS
 HE0157
 HE0157                          STATION DESCRIPTION
 HE0157
 HE0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0157'9.4 MI NW FROM FILLEY.
 HE0157'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HE0157'CHRISTIAN CHURCH AT FILLEY, THENCE 3.15 MILES WEST ALONG A DIRT
 HE0157'ROAD, THENCE 0.8 MILE SOUTH ALONG STATE ROAD HH, THENCE 0.2
 HE0157'MILE EAST ALONG AN EAST-WEST FENCE LINE, 303 FEET NORTH OF
 HE0157'EAST-WEST FENCE LINE AND SET IN A CULTIVATED FIELD, AND THE
 HE0157'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 HE0157'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 HE0157'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0156 ***********************************************************************
 HE0156  DESIGNATION -  H 8 B 2
 HE0156  PID         -  HE0156
 HE0156  STATE/COUNTY-  MO/VERNON
 HE0156  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0156
 HE0156                         *CURRENT SURVEY CONTROL
 HE0156  ___________________________________________________________________
 HE0156* NAD 83(1986)-  37 46 39.     (N)    094 04 39.     (W)     SCALED    
 HE0156* NAVD 88     -       300.297  (meters)     985.22   (feet)  ADJUSTED  
 HE0156  ___________________________________________________________________
 HE0156  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HE0156  DYNAMIC HT  -         300.073 (meters)     984.49  (feet)  COMP
 HE0156  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 HE0156
 HE0156  VERT ORDER  -  SECOND    CLASS 0
 HE0156
 HE0156.The horizontal coordinates were scaled from a topographic map and have
 HE0156.an estimated accuracy of +/- 6 seconds.
 HE0156
 HE0156.The orthometric height was determined by differential leveling
 HE0156.and adjusted by the National Geodetic Survey in June 1991..
 HE0156
 HE0156.The geoid height was determined by GEOID03.
 HE0156
 HE0156.The dynamic height is computed by dividing the NAVD 88
 HE0156.geopotential number by the normal gravity value computed on the
 HE0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0156.degrees latitude (g = 980.6199 gals.).
 HE0156
 HE0156.The modeled gravity was interpolated from observed gravity values.
 HE0156
 HE0156;                    North         East    Units  Estimated Accuracy
 HE0156;SPC MO W     -   178,840.      887,220.      MT  (+/- 180 meters Scaled)
 HE0156
 HE0156                          SUPERSEDED SURVEY CONTROL
 HE0156
 HE0156  NGVD 29 (??/??/92)  300.19   (m)          984.9    (f) COMPUTED    2 0
 HE0156
 HE0156.Superseded values are not recommended for survey control.
 HE0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0156.See file dsdata.txt to determine how the superseded data were derived.
 HE0156
 HE0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB051816(NAD 83)
 HE0156_MARKER: Z = SEE DESCRIPTION
 HE0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0156_SP_SET: TRIBACH
 HE0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0156
 HE0156  HISTORY     - Date     Condition        Report By
 HE0156  HISTORY     - UNK      MONUMENTED       DOD
 HE0156  HISTORY     - 1963     GOOD             NGS
 HE0156
 HE0156                          STATION DESCRIPTION
 HE0156
 HE0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0156'9.1 MI NW FROM FILLEY.
 HE0156'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HE0156'CHRISTIAN CHURCH AT FILLEY, THENCE 3.15 MILES WEST ALONG A DIRT
 HE0156'ROAD, THENCE 0.4 MILE SOUTH ALONG STATE ROAD HH, THENCE 0.25
 HE0156'MILES WEST ALONG A GRAVELED ROAD, ABOUT 0.1 MILE NORTHEAST OF A
 HE0156'FARMHOUSE, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10
 HE0156'FEET SOUTH OF A FENCE, AND THE TOP SURFACE OVER THE CENTER HOLE
 HE0156'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 HE0156'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0159 ***********************************************************************
 HE0159  DESIGNATION -  H 8 Z
 HE0159  PID         -  HE0159
 HE0159  STATE/COUNTY-  MO/CEDAR
 HE0159  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0159
 HE0159                         *CURRENT SURVEY CONTROL
 HE0159  ___________________________________________________________________
 HE0159* NAD 83(1986)-  37 46 20.     (N)    094 04 21.     (W)     SCALED    
 HE0159* NAVD 88     -       295.176  (meters)     968.42   (feet)  ADJUSTED  
 HE0159  ___________________________________________________________________
 HE0159  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HE0159  DYNAMIC HT  -         294.955 (meters)     967.70  (feet)  COMP
 HE0159  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 HE0159
 HE0159  VERT ORDER  -  SECOND    CLASS 0
 HE0159
 HE0159.The horizontal coordinates were scaled from a topographic map and have
 HE0159.an estimated accuracy of +/- 6 seconds.
 HE0159
 HE0159.The orthometric height was determined by differential leveling
 HE0159.and adjusted by the National Geodetic Survey in June 1991..
 HE0159
 HE0159.The geoid height was determined by GEOID03.
 HE0159
 HE0159.The dynamic height is computed by dividing the NAVD 88
 HE0159.geopotential number by the normal gravity value computed on the
 HE0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0159.degrees latitude (g = 980.6199 gals.).
 HE0159
 HE0159.The modeled gravity was interpolated from observed gravity values.
 HE0159
 HE0159;                    North         East    Units  Estimated Accuracy
 HE0159;SPC MO W     -   178,260.      887,660.      MT  (+/- 180 meters Scaled)
 HE0159
 HE0159                          SUPERSEDED SURVEY CONTROL
 HE0159
 HE0159  NGVD 29 (??/??/92)  295.07   (m)          968.1    (f) COMPUTED    2 0
 HE0159
 HE0159.Superseded values are not recommended for survey control.
 HE0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0159.See file dsdata.txt to determine how the superseded data were derived.
 HE0159
 HE0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB055810(NAD 83)
 HE0159_MARKER: DS = TRIANGULATION STATION DISK
 HE0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0159_STAMPING: H 8 Z 1962
 HE0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0159+STABILITY: SURFACE MOTION
 HE0159
 HE0159  HISTORY     - Date     Condition        Report By
 HE0159  HISTORY     - 1962     MONUMENTED       CGS
 HE0159  HISTORY     - 1963     GOOD             NGS
 HE0159
 HE0159                          STATION DESCRIPTION
 HE0159
 HE0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0159'9.2 MI NW FROM FILLEY.
 HE0159'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HE0159'CHRISTIAN CHURCH AT FILLEY, THENCE 3.15 MILES WEST ALONG A DIRT
 HE0159'ROAD, THENCE 0.9 MILE SOUTH ALONG STATE ROAD HH, 188 FEET NORTH
 HE0159'OF NORTHWEST CORNER OF A FARMHOUSE, 44 FEET EAST OF THE CENTER
 HE0159'LINE OF STATE ROAD HH, 11 FEET EAST OF A FENCE, 7 1/2 FEET NORTH
 HE0159'OF A FENCE, 7.7 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 HE0159'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HE0159'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0160 ***********************************************************************
 HE0160  DESIGNATION -  H 8 Z RM 1
 HE0160  PID         -  HE0160
 HE0160  STATE/COUNTY-  MO/VERNON
 HE0160  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0160
 HE0160                         *CURRENT SURVEY CONTROL
 HE0160  ___________________________________________________________________
 HE0160* NAD 83(1986)-  37 46 20.     (N)    094 04 21.     (W)     SCALED    
 HE0160* NAVD 88     -       295.077  (meters)     968.10   (feet)  ADJUSTED  
 HE0160  ___________________________________________________________________
 HE0160  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HE0160  DYNAMIC HT  -         294.856 (meters)     967.37  (feet)  COMP
 HE0160  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 HE0160
 HE0160  VERT ORDER  -  SECOND    CLASS 0
 HE0160
 HE0160.The horizontal coordinates were scaled from a topographic map and have
 HE0160.an estimated accuracy of +/- 6 seconds.
 HE0160
 HE0160.The orthometric height was determined by differential leveling
 HE0160.and adjusted by the National Geodetic Survey in June 1991..
 HE0160
 HE0160.The geoid height was determined by GEOID03.
 HE0160
 HE0160.The dynamic height is computed by dividing the NAVD 88
 HE0160.geopotential number by the normal gravity value computed on the
 HE0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0160.degrees latitude (g = 980.6199 gals.).
 HE0160
 HE0160.The modeled gravity was interpolated from observed gravity values.
 HE0160
 HE0160;                    North         East    Units  Estimated Accuracy
 HE0160;SPC MO W     -   178,260.      887,660.      MT  (+/- 180 meters Scaled)
 HE0160
 HE0160                          SUPERSEDED SURVEY CONTROL
 HE0160
 HE0160  NGVD 29 (??/??/92)  294.97   (m)          967.7    (f) COMPUTED    2 0
 HE0160
 HE0160.Superseded values are not recommended for survey control.
 HE0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0160.See file dsdata.txt to determine how the superseded data were derived.
 HE0160
 HE0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB055810(NAD 83)
 HE0160_MARKER: DR = REFERENCE MARK DISK
 HE0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0160_STAMPING: H 8 Z NO 1 1962
 HE0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0160+STABILITY: SURFACE MOTION
 HE0160
 HE0160  HISTORY     - Date     Condition        Report By
 HE0160  HISTORY     - 1962     MONUMENTED       CGS
 HE0160  HISTORY     - 1963     GOOD             NGS
 HE0160
 HE0160                          STATION DESCRIPTION
 HE0160
 HE0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0160'9.2 MI NW FROM FILLEY.
 HE0160'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HE0160'CHRISTIAN CHURCH AT FILLEY, THENCE 3.15 MILES WEST ALONG A
 HE0160'DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG STATE ROAD HH, 27 FEET
 HE0160'WEST OF THE CENTER LINE OF THE ROAD, 47 FEET NORTH OF A POWER
 HE0160'POLE WITH TRANSFORMER, 137.0 FEET SOUTHWEST OF H 8 Z 1962
 HE0160'TRIANGULATION STATION, 2 1/2 FEET EAST OF A FENCE, AND SET IN
 HE0160'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0158 ***********************************************************************
 HE0158  DESIGNATION -  H 8 Z RM 2
 HE0158  PID         -  HE0158
 HE0158  STATE/COUNTY-  MO/VERNON
 HE0158  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0158
 HE0158                         *CURRENT SURVEY CONTROL
 HE0158  ___________________________________________________________________
 HE0158* NAD 83(1986)-  37 46 20.     (N)    094 04 21.     (W)     SCALED    
 HE0158* NAVD 88     -       295.401  (meters)     969.16   (feet)  ADJUSTED  
 HE0158  ___________________________________________________________________
 HE0158  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HE0158  DYNAMIC HT  -         295.180 (meters)     968.44  (feet)  COMP
 HE0158  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 HE0158
 HE0158  VERT ORDER  -  SECOND    CLASS 0
 HE0158
 HE0158.The horizontal coordinates were scaled from a topographic map and have
 HE0158.an estimated accuracy of +/- 6 seconds.
 HE0158
 HE0158.The orthometric height was determined by differential leveling
 HE0158.and adjusted by the National Geodetic Survey in June 1991..
 HE0158
 HE0158.The geoid height was determined by GEOID03.
 HE0158
 HE0158.The dynamic height is computed by dividing the NAVD 88
 HE0158.geopotential number by the normal gravity value computed on the
 HE0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0158.degrees latitude (g = 980.6199 gals.).
 HE0158
 HE0158.The modeled gravity was interpolated from observed gravity values.
 HE0158
 HE0158;                    North         East    Units  Estimated Accuracy
 HE0158;SPC MO W     -   178,260.      887,660.      MT  (+/- 180 meters Scaled)
 HE0158
 HE0158                          SUPERSEDED SURVEY CONTROL
 HE0158
 HE0158  NGVD 29 (??/??/92)  295.30   (m)          968.8    (f) COMPUTED    2 0
 HE0158
 HE0158.Superseded values are not recommended for survey control.
 HE0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0158.See file dsdata.txt to determine how the superseded data were derived.
 HE0158
 HE0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB055810(NAD 83)
 HE0158_MARKER: DR = REFERENCE MARK DISK
 HE0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0158_STAMPING: H 8 Z NO 2 1962
 HE0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0158+STABILITY: SURFACE MOTION
 HE0158
 HE0158  HISTORY     - Date     Condition        Report By
 HE0158  HISTORY     - 1962     MONUMENTED       CGS
 HE0158  HISTORY     - 1963     GOOD             NGS
 HE0158
 HE0158                          STATION DESCRIPTION
 HE0158
 HE0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0158'9.2 MI NW FROM FILLEY.
 HE0158'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HE0158'CHRISTIAN CHURCH AT FILLEY, THENCE 3.15 MILES WEST ALONG A DIRT
 HE0158'ROAD, THENCE 0.9 MILE SOUTH ALONG STATE ROAD HH, 30 FEET WEST
 HE0158'OF THE CENTER LINE OF THE ROAD, 98 FEET EAST OF A FENCE, 1 FOOT
 HE0158'NORTHWEST OF H 8 Z 1962 TRIANGULATION STATION, ABOUT 2 FEET
 HE0158'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HE0158'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0327 ***********************************************************************
 LF0327  DESIGNATION -  H 80
 LF0327  PID         -  LF0327
 LF0327  STATE/COUNTY-  MO/HOLT
 LF0327  USGS QUAD   -  MAITLAND (1981)
 LF0327
 LF0327                         *CURRENT SURVEY CONTROL
 LF0327  ___________________________________________________________________
 LF0327* NAD 83(1986)-  40 10 39.     (N)    095 05 17.     (W)     SCALED    
 LF0327* NAVD 88     -       269.452  (meters)     884.03   (feet)  POSTED    
 LF0327  ___________________________________________________________________
 LF0327  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LF0327  DYNAMIC HT  -         269.300 (meters)     883.53  (feet)  COMP
 LF0327  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 LF0327
 LF0327  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LF0327
 LF0327.The horizontal coordinates were scaled from a topographic map and have
 LF0327.an estimated accuracy of +/- 6 seconds.
 LF0327
 LF0327.The orthometric height was determined by differential leveling
 LF0327.and adjusted by the National Geodetic Survey in 1992..
 LF0327.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LF0327.rate of 0.0 thru 1.0 mm/km.
 LF0327
 LF0327.The geoid height was determined by GEOID03.
 LF0327
 LF0327.The dynamic height is computed by dividing the NAVD 88
 LF0327.geopotential number by the normal gravity value computed on the
 LF0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0327.degrees latitude (g = 980.6199 gals.).
 LF0327
 LF0327.The modeled gravity was interpolated from observed gravity values.
 LF0327
 LF0327;                    North         East    Units  Estimated Accuracy
 LF0327;SPC MO W     -   445,340.      799,920.      MT  (+/- 180 meters Scaled)
 LF0327
 LF0327                          SUPERSEDED SURVEY CONTROL
 LF0327
 LF0327  NGVD 29 (??/??/92)  269.363  (m)          883.74   (f) ADJ UNCH    2 0
 LF0327
 LF0327.Superseded values are not recommended for survey control.
 LF0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0327.See file dsdata.txt to determine how the superseded data were derived.
 LF0327
 LF0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE222495(NAD 83)
 LF0327_MARKER: DB = BENCH MARK DISK
 LF0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0327_SP_SET: BRIDGE
 LF0327_STAMPING: H 80 1935
 LF0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0327
 LF0327  HISTORY     - Date     Condition        Report By
 LF0327  HISTORY     - 1935     MONUMENTED       CGS
 LF0327  HISTORY     - 1961     GOOD             NGS
 LF0327  HISTORY     - 1975     GOOD             USGS
 LF0327
 LF0327                          STATION DESCRIPTION
 LF0327
 LF0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF0327'1.8 MI W FROM MAITLAND.
 LF0327'1.8 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0327'RAILROAD FROM THE STATION AT MAITLAND, HOLT COUNTY, 74 FEET
 LF0327'SOUTH-SOUTHEAST OF THE CENTER OF CROSSING OF STATE HIGHWAY 113
 LF0327'AND THE RAILROAD TRACKS, 49 FEET SOUTHEAST OF THE CENTER OF
 LF0327'TRACK OVER RAILROAD BRIDGE 12.55, 17 FEET EAST OF THE CENTER
 LF0327'OF STATE HIGHWAY 113, AND 1 FOOT SOUTH OF THE NORTH END OF THE
 LF0327'EAST HEADWALL OF BRIDGE.  A STANDARD DISK, STAMPED H 80 1935 AND
 LF0327'SET IN A DRILLHOLE IN THE CONCRETE HEADWALL.  THIS MARK IS 1.7
 LF0327'MILES EAST AND 1.3 MILES NORTH OF BENCH MARK G 80.
 LF0327
 LF0327                          STATION RECOVERY (1975)
 LF0327
 LF0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0327'MAITLAND, 1.8 MI SW ALONG C.B. AND Q. R.R. FROM STATION AT. IN SE 1/4
 LF0327'SEC. 17, T-62 N, R-37W. 70 FT S AND 16 FT E OF STATE HWY 113 AT R.R.
 LF0327'X-ING. 20 FT S. OF CENTERLINE OF A FIELD ENTRANCE EAST. SET IN TOP OF
 LF0327'THE EAST HEADWALL OF A CONCRETE BOX CULVERT, 1 FT S OF N END, A
 LF0327'STANDARD DISK STAMPED H 80 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0366 ***********************************************************************
 LE0366  DESIGNATION -  H 82
 LE0366  PID         -  LE0366
 LE0366  STATE/COUNTY-  MO/GRUNDY
 LE0366  USGS QUAD   -  TRENTON EAST (1984)
 LE0366
 LE0366                         *CURRENT SURVEY CONTROL
 LE0366  ___________________________________________________________________
 LE0366* NAD 83(1986)-  40 04 54.     (N)    093 36 55.     (W)     SCALED    
 LE0366* NAVD 88     -       249.006  (meters)     816.95   (feet)  ADJUSTED  
 LE0366  ___________________________________________________________________
 LE0366  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LE0366  DYNAMIC HT  -         248.872 (meters)     816.51  (feet)  COMP
 LE0366  MODELED GRAV-     980,081.4   (mgal)                       NAVD 88
 LE0366
 LE0366  VERT ORDER  -  SECOND    CLASS 0
 LE0366
 LE0366.The horizontal coordinates were scaled from a topographic map and have
 LE0366.an estimated accuracy of +/- 6 seconds.
 LE0366
 LE0366.The orthometric height was determined by differential leveling
 LE0366.and adjusted by the National Geodetic Survey in June 1991..
 LE0366
 LE0366.The geoid height was determined by GEOID03.
 LE0366
 LE0366.The dynamic height is computed by dividing the NAVD 88
 LE0366.geopotential number by the normal gravity value computed on the
 LE0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0366.degrees latitude (g = 980.6199 gals.).
 LE0366
 LE0366.The modeled gravity was interpolated from observed gravity values.
 LE0366
 LE0366;                    North         East    Units  Estimated Accuracy
 LE0366;SPC MO C     -   472,110.      404,880.      MT  (+/- 180 meters Scaled)
 LE0366
 LE0366                          SUPERSEDED SURVEY CONTROL
 LE0366
 LE0366  NGVD 29 (??/??/92)  248.965  (m)          816.81   (f) ADJ UNCH    2 0
 LE0366
 LE0366.Superseded values are not recommended for survey control.
 LE0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0366.See file dsdata.txt to determine how the superseded data were derived.
 LE0366
 LE0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE475370(NAD 83)
 LE0366_MARKER: DB = BENCH MARK DISK
 LE0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0366_STAMPING: H 82 1935
 LE0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0366+STABILITY: SURFACE MOTION
 LE0366
 LE0366  HISTORY     - Date     Condition        Report By
 LE0366  HISTORY     - 1935     MONUMENTED       CGS
 LE0366  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0366
 LE0366                          STATION DESCRIPTION
 LE0366
 LE0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0366'AT TRENTON.
 LE0366'AT TRENTON, GRUNDY COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 LE0366'PACIFIC RAILROAD, 11 POLES NORTHWEST OF MILEPOST 416, 3 POLES
 LE0366'NORTH OF AN OVERHEAD CROSSING, AT A STREET CROSSING, 31 FEET
 LE0366'SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST TRACK, 30 FEET
 LE0366'EAST OF THE CENTERLINE OF THE STREET, AND ABOUT 2-1/2 FEET
 LE0366'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED H 82 1935
 LE0366'AND SET IN THE TOP OF A CONCRETE POST.
 LE0366
 LE0366                          STATION RECOVERY (1967)
 LE0366
 LE0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0350 ***********************************************************************
 LE0350  DESIGNATION -  H 83
 LE0350  PID         -  LE0350
 LE0350  STATE/COUNTY-  MO/HARRISON
 LE0350  USGS QUAD   -  EAGLEVILLE (1984)
 LE0350
 LE0350                         *CURRENT SURVEY CONTROL
 LE0350  ___________________________________________________________________
 LE0350* NAD 83(1986)-  40 28 25.     (N)    093 55 26.     (W)     SCALED    
 LE0350* NAVD 88     -       331.587  (meters)    1087.88   (feet)  ADJUSTED  
 LE0350  ___________________________________________________________________
 LE0350  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LE0350  DYNAMIC HT  -         331.416 (meters)    1087.32  (feet)  COMP
 LE0350  MODELED GRAV-     980,102.5   (mgal)                       NAVD 88
 LE0350
 LE0350  VERT ORDER  -  SECOND    CLASS 0
 LE0350
 LE0350.The horizontal coordinates were scaled from a topographic map and have
 LE0350.an estimated accuracy of +/- 6 seconds.
 LE0350
 LE0350.The orthometric height was determined by differential leveling
 LE0350.and adjusted by the National Geodetic Survey in June 1991..
 LE0350
 LE0350.The geoid height was determined by GEOID03.
 LE0350
 LE0350.The dynamic height is computed by dividing the NAVD 88
 LE0350.geopotential number by the normal gravity value computed on the
 LE0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0350.degrees latitude (g = 980.6199 gals.).
 LE0350
 LE0350.The modeled gravity was interpolated from observed gravity values.
 LE0350
 LE0350;                    North         East    Units  Estimated Accuracy
 LE0350;SPC MO W     -   478,210.      898,850.      MT  (+/- 180 meters Scaled)
 LE0350
 LE0350                          SUPERSEDED SURVEY CONTROL
 LE0350
 LE0350  NGVD 29 (??/??/92)  331.491  (m)         1087.57   (f) ADJ UNCH    2 0
 LE0350
 LE0350.Superseded values are not recommended for survey control.
 LE0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0350.See file dsdata.txt to determine how the superseded data were derived.
 LE0350
 LE0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE216807(NAD 83)
 LE0350_MARKER: DB = BENCH MARK DISK
 LE0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0350_STAMPING: H 83 1935
 LE0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0350+STABILITY: SURFACE MOTION
 LE0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0350+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1999
 LE0350
 LE0350  HISTORY     - Date     Condition        Report By
 LE0350  HISTORY     - 1935     MONUMENTED       CGS
 LE0350  HISTORY     - 1967     GOOD             NGS
 LE0350  HISTORY     - 19990726 GOOD             LOCENG
 LE0350
 LE0350                          STATION DESCRIPTION
 LE0350
 LE0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0350'AT BLYTHEDALE.
 LE0350'AT BLYTHEDALE, HARRISON COUNTY, ON THE CHICAGO, BURLINGTON
 LE0350'AND QUINCY RAILROAD, 4 POLES SOUTHEAST OF THE STATION, 10 POLES
 LE0350'NORTHWEST OF MILEPOST 61, AT A STREET CROSSING, 42 FEET
 LE0350'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 30 FEET SOUTHEAST
 LE0350'OF THE CENTERLINE OF THE STREET, 3 FEET NORTHEAST OF THE
 LE0350'RIGHT-OF-WAY FENCE, AND 2-1/2 FEET HIGHER THAN THE TRACK.
 LE0350'A STANDARD DISK, STAMPED H 83 1935 AND SET IN THE TOP OF A
 LE0350'CONCRETE POST.  1 FOOT NORTH OF A METAL WITNESS POST.
 LE0350
 LE0350                          STATION RECOVERY (1967)
 LE0350
 LE0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0350'RECOVERED IN GOOD CONDITION.
 LE0350
 LE0350                          STATION RECOVERY (1999)
 LE0350
 LE0350'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (CMC)
 LE0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0587 ***********************************************************************
 LD0587  DESIGNATION -  H 85
 LD0587  PID         -  LD0587
 LD0587  STATE/COUNTY-  MO/CLARK
 LD0587  USGS QUAD   -  KAHOKA (1975)
 LD0587
 LD0587                         *CURRENT SURVEY CONTROL
 LD0587  ___________________________________________________________________
 LD0587* NAD 83(1986)-  40 26 42.     (N)    091 44 51.     (W)     SCALED    
 LD0587* NAVD 88     -       192.429  (meters)     631.33   (feet)  ADJUSTED  
 LD0587  ___________________________________________________________________
 LD0587  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LD0587  DYNAMIC HT  -         192.332 (meters)     631.01  (feet)  COMP
 LD0587  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 LD0587
 LD0587  VERT ORDER  -  SECOND    CLASS 0
 LD0587
 LD0587.The horizontal coordinates were scaled from a topographic map and have
 LD0587.an estimated accuracy of +/- 6 seconds.
 LD0587
 LD0587.The orthometric height was determined by differential leveling
 LD0587.and adjusted by the National Geodetic Survey in June 1991..
 LD0587
 LD0587.The geoid height was determined by GEOID03.
 LD0587
 LD0587.The dynamic height is computed by dividing the NAVD 88
 LD0587.geopotential number by the normal gravity value computed on the
 LD0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0587.degrees latitude (g = 980.6199 gals.).
 LD0587
 LD0587.The modeled gravity was interpolated from observed gravity values.
 LD0587
 LD0587;                    North         East    Units  Estimated Accuracy
 LD0587;SPC MO E     -   512,610.      144,170.      MT  (+/- 180 meters Scaled)
 LD0587
 LD0587                          SUPERSEDED SURVEY CONTROL
 LD0587
 LD0587  NGVD 29 (??/??/92)  192.461  (m)          631.43   (f) ADJ UNCH    2 0
 LD0587
 LD0587.Superseded values are not recommended for survey control.
 LD0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0587.See file dsdata.txt to determine how the superseded data were derived.
 LD0587
 LD0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE062779(NAD 83)
 LD0587_MARKER: DB = BENCH MARK DISK
 LD0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0587_SP_SET: BRIDGE
 LD0587_STAMPING: H 85 1935
 LD0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0587
 LD0587  HISTORY     - Date     Condition        Report By
 LD0587  HISTORY     - 1935     MONUMENTED       CGS
 LD0587
 LD0587                          STATION DESCRIPTION
 LD0587
 LD0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0587'2.2 MI NE FROM MEDILL.
 LD0587'2.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0587'RAILWAY FROM THE OVERPASS OF STATE HIGHWAY 4 AT MEDILL, CLARK
 LD0587'COUNTY, 11 POLES SOUTHWEST OF MILEPOST 261, AT BRIDGE 261 B,
 LD0587'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL, 20
 LD0587'FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST TRACK, AND
 LD0587'ABOUT 8 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LD0587'H 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0107 ***********************************************************************
 LE0107  DESIGNATION -  H 86
 LE0107  PID         -  LE0107
 LE0107  STATE/COUNTY-  MO/SCOTLAND
 LE0107  USGS QUAD   -  DOWNING (1966)
 LE0107
 LE0107                         *CURRENT SURVEY CONTROL
 LE0107  ___________________________________________________________________
 LE0107* NAD 83(1986)-  40 28 28.     (N)    092 16 28.     (W)     SCALED    
 LE0107* NAVD 88     -       224.037  (meters)     735.03   (feet)  ADJUSTED  
 LE0107  ___________________________________________________________________
 LE0107  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LE0107  DYNAMIC HT  -         223.923 (meters)     734.65  (feet)  COMP
 LE0107  MODELED GRAV-     980,110.9   (mgal)                       NAVD 88
 LE0107
 LE0107  VERT ORDER  -  SECOND    CLASS 0
 LE0107
 LE0107.The horizontal coordinates were scaled from a topographic map and have
 LE0107.an estimated accuracy of +/- 6 seconds.
 LE0107
 LE0107.The orthometric height was determined by differential leveling
 LE0107.and adjusted by the National Geodetic Survey in June 1991..
 LE0107
 LE0107.The geoid height was determined by GEOID03.
 LE0107
 LE0107.The dynamic height is computed by dividing the NAVD 88
 LE0107.geopotential number by the normal gravity value computed on the
 LE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0107.degrees latitude (g = 980.6199 gals.).
 LE0107
 LE0107.The modeled gravity was interpolated from observed gravity values.
 LE0107
 LE0107;                    North         East    Units  Estimated Accuracy
 LE0107;SPC MO C     -   515,150.      519,130.      MT  (+/- 180 meters Scaled)
 LE0107
 LE0107                          SUPERSEDED SURVEY CONTROL
 LE0107
 LE0107  NGVD 29 (??/??/92)  224.046  (m)          735.06   (f) ADJ UNCH    2 0
 LE0107
 LE0107.Superseded values are not recommended for survey control.
 LE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0107.See file dsdata.txt to determine how the superseded data were derived.
 LE0107
 LE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE615806(NAD 83)
 LE0107_MARKER: DB = BENCH MARK DISK
 LE0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0107_STAMPING: H 86 1935
 LE0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0107+STABILITY: SURFACE MOTION
 LE0107
 LE0107  HISTORY     - Date     Condition        Report By
 LE0107  HISTORY     - 1935     MONUMENTED       CGS
 LE0107  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0107
 LE0107                          STATION DESCRIPTION
 LE0107
 LE0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0107'AT CRAWFORD.
 LE0107'AT CRAWFORD, SCOTLAND COUNTY, ON THE CHICAGO, BURLINGTON AND
 LE0107'QUINCY RAILROAD, 147 FEET EAST OF THE EAST END OF THE STATION,
 LE0107'72 FEET SOUTHEAST OF A 30-INCH OAK TREE, 27 FEET NORTH OF THE
 LE0107'CENTERLINE OF THE TRACK, AND 2 FEET HIGHER THAN THE TRACK.  A
 LE0107'STANDARD DISK, STAMPED H 86 1935 AND SET IN THE TOP OF A CONCRETE
 LE0107'POST.
 LE0107
 LE0107                          STATION RECOVERY (1967)
 LE0107
 LE0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0611 ***********************************************************************
 GF0611  DESIGNATION -  H 9
 GF0611  PID         -  GF0611
 GF0611  STATE/COUNTY-  MO/BARRY
 GF0611  USGS QUAD   -  SELIGMAN (1974)
 GF0611
 GF0611                         *CURRENT SURVEY CONTROL
 GF0611  ___________________________________________________________________
 GF0611* NAD 83(1986)-  36 31 49.     (N)    093 52 47.     (W)     SCALED    
 GF0611* NAVD 88     -       360.139  (meters)    1181.56   (feet)  ADJUSTED  
 GF0611  ___________________________________________________________________
 GF0611  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GF0611  DYNAMIC HT  -         359.818 (meters)    1180.50  (feet)  COMP
 GF0611  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 GF0611
 GF0611  VERT ORDER  -  FIRST     CLASS II
 GF0611
 GF0611.The horizontal coordinates were scaled from a topographic map and have
 GF0611.an estimated accuracy of +/- 6 seconds.
 GF0611
 GF0611.The orthometric height was determined by differential leveling
 GF0611.and adjusted by the National Geodetic Survey in June 1991..
 GF0611
 GF0611.The geoid height was determined by GEOID03.
 GF0611
 GF0611.The dynamic height is computed by dividing the NAVD 88
 GF0611.geopotential number by the normal gravity value computed on the
 GF0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0611.degrees latitude (g = 980.6199 gals.).
 GF0611
 GF0611.The modeled gravity was interpolated from observed gravity values.
 GF0611
 GF0611;                    North         East    Units  Estimated Accuracy
 GF0611;SPC MO W     -    40,530.      905,550.      MT  (+/- 180 meters Scaled)
 GF0611
 GF0611                          SUPERSEDED SURVEY CONTROL
 GF0611
 GF0611  NGVD 29 (??/??/92)  359.978  (m)         1181.03   (f) ADJ UNCH    1 2
 GF0611
 GF0611.Superseded values are not recommended for survey control.
 GF0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0611.See file dsdata.txt to determine how the superseded data were derived.
 GF0611
 GF0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA212431(NAD 83)
 GF0611_MARKER: DB = BENCH MARK DISK
 GF0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0611_STAMPING: 1181.028 H 9 1930
 GF0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0611+STABILITY: SURFACE MOTION
 GF0611
 GF0611  HISTORY     - Date     Condition        Report By
 GF0611  HISTORY     - 1930     MONUMENTED       CGS
 GF0611  HISTORY     - 1934     GOOD             NGS
 GF0611  HISTORY     - 20041012 GOOD             GEOCAC
 GF0611
 GF0611                          STATION DESCRIPTION
 GF0611
 GF0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0611'3.9 MI E FROM SELIGMAN.
 GF0611'3.9 MILES EAST ALONG THE MISSOURI AND ARKANSAS RAILWAY FROM
 GF0611'THE STATION AT SELIGMAN, BARRY COUNTY, 0.3 MILE NORTHEAST OF A
 GF0611'TWO-STORY FARMHOUSE IN THE MOUTH OF A RAVINE SOUTH OF THE TRACK,
 GF0611'11 RAILS SOUTHWEST OF WOODEN TRESTLE BRIDGE 65.0, 9 RAILS
 GF0611'SOUTHWEST OF MILEPOST 65, JUST WEST OF A PRIVATE-ROAD CROSSING,
 GF0611'16.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 FEET SOUTHEAST
 GF0611'OF THE RIGHT-OF-WAY FENCE, AND SURROUNDED BY 3 RAILROAD RAILS
 GF0611'PROJECTING 3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED 1181.028
 GF0611'H 9 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 GF0611'ABOVE GROUND.
 GF0611
 GF0611                          STATION RECOVERY (2004)
 GF0611
 GF0611'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 GF0611'THE STATION IS 30' NORTH OF THE EXISTING ROAD NOW IN FENCE LINE.
 GF0611'TRESTLE BRIDGE DISMANTLED.
 GF0611' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0174 ***********************************************************************
 HE0174  DESIGNATION -  H 9 B 1
 HE0174  PID         -  HE0174
 HE0174  STATE/COUNTY-  MO/VERNON
 HE0174  USGS QUAD   -  DEDERICK (1991)
 HE0174
 HE0174                         *CURRENT SURVEY CONTROL
 HE0174  ___________________________________________________________________
 HE0174* NAD 83(1986)-  37 48 36.     (N)    094 08 21.     (W)     SCALED    
 HE0174* NAVD 88     -       269.101  (meters)     882.88   (feet)  ADJUSTED  
 HE0174  ___________________________________________________________________
 HE0174  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HE0174  DYNAMIC HT  -         268.900 (meters)     882.22  (feet)  COMP
 HE0174  MODELED GRAV-     979,876.6   (mgal)                       NAVD 88
 HE0174
 HE0174  VERT ORDER  -  SECOND    CLASS 0
 HE0174
 HE0174.The horizontal coordinates were scaled from a topographic map and have
 HE0174.an estimated accuracy of +/- 6 seconds.
 HE0174
 HE0174.The orthometric height was determined by differential leveling
 HE0174.and adjusted by the National Geodetic Survey in June 1991..
 HE0174
 HE0174.The geoid height was determined by GEOID03.
 HE0174
 HE0174.The dynamic height is computed by dividing the NAVD 88
 HE0174.geopotential number by the normal gravity value computed on the
 HE0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0174.degrees latitude (g = 980.6199 gals.).
 HE0174
 HE0174.The modeled gravity was interpolated from observed gravity values.
 HE0174
 HE0174;                    North         East    Units  Estimated Accuracy
 HE0174;SPC MO W     -   182,420.      881,770.      MT  (+/- 180 meters Scaled)
 HE0174
 HE0174                          SUPERSEDED SURVEY CONTROL
 HE0174
 HE0174  NGVD 29 (??/??/92)  269.00   (m)          882.5    (f) COMPUTED    2 0
 HE0174
 HE0174.Superseded values are not recommended for survey control.
 HE0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0174.See file dsdata.txt to determine how the superseded data were derived.
 HE0174
 HE0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB997853(NAD 83)
 HE0174_MARKER: Z = SEE DESCRIPTION
 HE0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0174_SP_SET: TRIBACH
 HE0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0174
 HE0174  HISTORY     - Date     Condition        Report By
 HE0174  HISTORY     - UNK      MONUMENTED       DOD
 HE0174  HISTORY     - 1963     GOOD             NGS
 HE0174
 HE0174                          STATION DESCRIPTION
 HE0174
 HE0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0174'3.9 MI S FROM DEDERICK.
 HE0174'ABOUT 0.15 MILE SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0174'CHURCH AT DEDERICK, THENCE 0.2 MILE WEST ALONG U.S. HIGHWAY
 HE0174'54, THENCE 3.3 MILES SOUTH ALONG STATE ROAD K TO A FARMHOUSE,
 HE0174'THENCE 0.25 MILE WEST-SOUTHWEST ACROSS COUNTRY, IN SECTION 8,
 HE0174'T 35 N, R 29 W, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 HE0174'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 HE0174'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0175 ***********************************************************************
 HE0175  DESIGNATION -  H 9 B 2
 HE0175  PID         -  HE0175
 HE0175  STATE/COUNTY-  MO/VERNON
 HE0175  USGS QUAD   -  DEDERICK (1991)
 HE0175
 HE0175                         *CURRENT SURVEY CONTROL
 HE0175  ___________________________________________________________________
 HE0175* NAD 83(1986)-  37 48 38.     (N)    094 08 50.     (W)     SCALED    
 HE0175* NAVD 88     -       265.025  (meters)     869.50   (feet)  ADJUSTED  
 HE0175  ___________________________________________________________________
 HE0175  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HE0175  DYNAMIC HT  -         264.827 (meters)     868.85  (feet)  COMP
 HE0175  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 HE0175
 HE0175  VERT ORDER  -  SECOND    CLASS 0
 HE0175
 HE0175.The horizontal coordinates were scaled from a topographic map and have
 HE0175.an estimated accuracy of +/- 6 seconds.
 HE0175
 HE0175.The orthometric height was determined by differential leveling
 HE0175.and adjusted by the National Geodetic Survey in June 1991..
 HE0175
 HE0175.The geoid height was determined by GEOID03.
 HE0175
 HE0175.The dynamic height is computed by dividing the NAVD 88
 HE0175.geopotential number by the normal gravity value computed on the
 HE0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0175.degrees latitude (g = 980.6199 gals.).
 HE0175
 HE0175.The modeled gravity was interpolated from observed gravity values.
 HE0175
 HE0175;                    North         East    Units  Estimated Accuracy
 HE0175;SPC MO W     -   182,480.      881,060.      MT  (+/- 180 meters Scaled)
 HE0175
 HE0175                          SUPERSEDED SURVEY CONTROL
 HE0175
 HE0175  NGVD 29 (??/??/92)  264.92   (m)          869.2    (f) COMPUTED    2 0
 HE0175
 HE0175.Superseded values are not recommended for survey control.
 HE0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0175.See file dsdata.txt to determine how the superseded data were derived.
 HE0175
 HE0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB990854(NAD 83)
 HE0175_MARKER: Z = SEE DESCRIPTION
 HE0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0175_SP_SET: TRIBACH
 HE0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0175
 HE0175  HISTORY     - Date     Condition        Report By
 HE0175  HISTORY     - UNK      MONUMENTED       DOD
 HE0175  HISTORY     - 1963     GOOD             NGS
 HE0175
 HE0175                          STATION DESCRIPTION
 HE0175
 HE0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0175'4.2 MI S FROM DEDERICK.
 HE0175'ABOUT 0.15 MILE SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0175'CHURCH AT DEDERICK, THENCE 0.2 MILE WEST ALONG U.S. HIGHWAY
 HE0175'54, THENCE 3.85 MILES SOUTH ALONG STATE ROAD K, THENCE 0.1 MILE
 HE0175'SOUTHWEST ACROSS COUNTRY, IN SECTION 17, T 35 N, R 29 W, 136
 HE0175'FEET WEST OF THE NORTHWEST CORNER OF AN OLD VACANT HOUSE, AND
 HE0175'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 HE0175'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 HE0175'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0172 ***********************************************************************
 HE0172  DESIGNATION -  H 9 Z
 HE0172  PID         -  HE0172
 HE0172  STATE/COUNTY-  MO/VERNON
 HE0172  USGS QUAD   -  DEDERICK (1991)
 HE0172
 HE0172                         *CURRENT SURVEY CONTROL
 HE0172  ___________________________________________________________________
 HE0172* NAD 83(1986)-  37 48 41.     (N)    094 08 07.     (W)     SCALED    
 HE0172* NAVD 88     -       266.870  (meters)     875.56   (feet)  ADJUSTED  
 HE0172  ___________________________________________________________________
 HE0172  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HE0172  DYNAMIC HT  -         266.670 (meters)     874.90  (feet)  COMP
 HE0172  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 HE0172
 HE0172  VERT ORDER  -  SECOND    CLASS 0
 HE0172
 HE0172.The horizontal coordinates were scaled from a topographic map and have
 HE0172.an estimated accuracy of +/- 6 seconds.
 HE0172
 HE0172.The orthometric height was determined by differential leveling
 HE0172.and adjusted by the National Geodetic Survey in June 1991..
 HE0172
 HE0172.The geoid height was determined by GEOID03.
 HE0172
 HE0172.The dynamic height is computed by dividing the NAVD 88
 HE0172.geopotential number by the normal gravity value computed on the
 HE0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0172.degrees latitude (g = 980.6199 gals.).
 HE0172
 HE0172.The modeled gravity was interpolated from observed gravity values.
 HE0172
 HE0172;                    North         East    Units  Estimated Accuracy
 HE0172;SPC MO W     -   182,580.      882,110.      MT  (+/- 180 meters Scaled)
 HE0172
 HE0172                          SUPERSEDED SURVEY CONTROL
 HE0172
 HE0172  NGVD 29 (??/??/92)  266.77   (m)          875.2    (f) COMPUTED    2 0
 HE0172
 HE0172.Superseded values are not recommended for survey control.
 HE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0172.See file dsdata.txt to determine how the superseded data were derived.
 HE0172
 HE0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB000854(NAD 83)
 HE0172_MARKER: DS = TRIANGULATION STATION DISK
 HE0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0172_STAMPING: H 9 Z 1962
 HE0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0172+STABILITY: SURFACE MOTION
 HE0172
 HE0172  HISTORY     - Date     Condition        Report By
 HE0172  HISTORY     - 1962     MONUMENTED       CGS
 HE0172  HISTORY     - 1963     GOOD             NGS
 HE0172
 HE0172                          STATION DESCRIPTION
 HE0172
 HE0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0172'3.6 MI S FROM DEDERICK.
 HE0172'ABOUT 0.15 MILE SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN CHURCH
 HE0172'AT DEDERICK, THENCE 0.2 MILE WEST ALONG U.S. HIGHWAY 54, THENCE
 HE0172'3.3 MILES SOUTH ALONG STATE ROAD K, AT THE FARM OF MR. EUGENE
 HE0172'COLLINS IN SECTION 8, T 35 N, R 29 W, 213 FEET SOUTHWEST OF
 HE0172'THE SOUTHWEST CORNER OF A HOUSE, 150 FEET SOUTH OF THE SOUTHEAST
 HE0172'CORNER OF A BARN, 45 FEET EAST OF THE CENTER OF AN IRON FRAME
 HE0172'GATE, 2 1/2 FEET NORTH OF A FENCE, 294 FEET WEST OF THE CENTER
 HE0172'LINE OF STATE ROAD K, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 HE0172'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0171 ***********************************************************************
 HE0171  DESIGNATION -  H 9 Z RM 1
 HE0171  PID         -  HE0171
 HE0171  STATE/COUNTY-  MO/VERNON
 HE0171  USGS QUAD   -  DEDERICK (1991)
 HE0171
 HE0171                         *CURRENT SURVEY CONTROL
 HE0171  ___________________________________________________________________
 HE0171* NAD 83(1986)-  37 48 42.     (N)    094 08 06.     (W)     SCALED    
 HE0171* NAVD 88     -       266.630  (meters)     874.77   (feet)  ADJUSTED  
 HE0171  ___________________________________________________________________
 HE0171  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HE0171  DYNAMIC HT  -         266.431 (meters)     874.12  (feet)  COMP
 HE0171  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 HE0171
 HE0171  VERT ORDER  -  SECOND    CLASS 0
 HE0171
 HE0171.The horizontal coordinates were scaled from a topographic map and have
 HE0171.an estimated accuracy of +/- 6 seconds.
 HE0171
 HE0171.The orthometric height was determined by differential leveling
 HE0171.and adjusted by the National Geodetic Survey in June 1991..
 HE0171
 HE0171.The geoid height was determined by GEOID03.
 HE0171
 HE0171.The dynamic height is computed by dividing the NAVD 88
 HE0171.geopotential number by the normal gravity value computed on the
 HE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0171.degrees latitude (g = 980.6199 gals.).
 HE0171
 HE0171.The modeled gravity was interpolated from observed gravity values.
 HE0171
 HE0171;                    North         East    Units  Estimated Accuracy
 HE0171;SPC MO W     -   182,610.      882,140.      MT  (+/- 180 meters Scaled)
 HE0171
 HE0171                          SUPERSEDED SURVEY CONTROL
 HE0171
 HE0171  NGVD 29 (??/??/92)  266.53   (m)          874.4    (f) COMPUTED    2 0
 HE0171
 HE0171.Superseded values are not recommended for survey control.
 HE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0171.See file dsdata.txt to determine how the superseded data were derived.
 HE0171
 HE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB000855(NAD 83)
 HE0171_MARKER: DR = REFERENCE MARK DISK
 HE0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0171_STAMPING: H 9 Z NO 1 1962
 HE0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0171+STABILITY: SURFACE MOTION
 HE0171
 HE0171  HISTORY     - Date     Condition        Report By
 HE0171  HISTORY     - 1962     MONUMENTED       CGS
 HE0171  HISTORY     - 1963     GOOD             NGS
 HE0171
 HE0171                          STATION DESCRIPTION
 HE0171
 HE0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0171'3.6 MI S FROM DEDERICK.
 HE0171'ABOUT 0.15 MILE SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0171'CHURCH AT DEDERICK, THENCE 0.2 MILE WEST ALONG U.S. HIGHWAY
 HE0171'54, THENCE 3.3 MILES SOUTH ALONG STATE ROAD K, AT THE FARM OF
 HE0171'MR. EUGENE COLLINS IN SECTION 8, T 35 N, R 29 W, 200 FEET
 HE0171'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 155 FEET
 HE0171'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 22.3 FEET
 HE0171'EAST OF H 9 Z 1962, 1 FOOT NORTH OF A FENCE, 272 FEET WEST OF
 HE0171'THE CENTER LINE OF STATE ROAD K, AND SET IN THE TOP OF A CONCRETE
 HE0171'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0173 ***********************************************************************
 HE0173  DESIGNATION -  H 9 Z RM 2
 HE0173  PID         -  HE0173
 HE0173  STATE/COUNTY-  MO/VERNON
 HE0173  USGS QUAD   -  DEDERICK (1991)
 HE0173
 HE0173                         *CURRENT SURVEY CONTROL
 HE0173  ___________________________________________________________________
 HE0173* NAD 83(1986)-  37 48 43.     (N)    094 08 11.     (W)     SCALED    
 HE0173* NAVD 88     -       267.129  (meters)     876.41   (feet)  ADJUSTED  
 HE0173  ___________________________________________________________________
 HE0173  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HE0173  DYNAMIC HT  -         266.930 (meters)     875.75  (feet)  COMP
 HE0173  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 HE0173
 HE0173  VERT ORDER  -  SECOND    CLASS 0
 HE0173
 HE0173.The horizontal coordinates were scaled from a topographic map and have
 HE0173.an estimated accuracy of +/- 6 seconds.
 HE0173
 HE0173.The orthometric height was determined by differential leveling
 HE0173.and adjusted by the National Geodetic Survey in June 1991..
 HE0173
 HE0173.The geoid height was determined by GEOID03.
 HE0173
 HE0173.The dynamic height is computed by dividing the NAVD 88
 HE0173.geopotential number by the normal gravity value computed on the
 HE0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0173.degrees latitude (g = 980.6199 gals.).
 HE0173
 HE0173.The modeled gravity was interpolated from observed gravity values.
 HE0173
 HE0173;                    North         East    Units  Estimated Accuracy
 HE0173;SPC MO W     -   182,640.      882,020.      MT  (+/- 180 meters Scaled)
 HE0173
 HE0173                          SUPERSEDED SURVEY CONTROL
 HE0173
 HE0173  NGVD 29 (??/??/92)  267.03   (m)          876.1    (f) COMPUTED    2 0
 HE0173
 HE0173.Superseded values are not recommended for survey control.
 HE0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0173.See file dsdata.txt to determine how the superseded data were derived.
 HE0173
 HE0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB999855(NAD 83)
 HE0173_MARKER: DR = REFERENCE MARK DISK
 HE0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0173_STAMPING: H 9 Z NO 2 1962
 HE0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0173+STABILITY: SURFACE MOTION
 HE0173
 HE0173  HISTORY     - Date     Condition        Report By
 HE0173  HISTORY     - 1962     MONUMENTED       CGS
 HE0173  HISTORY     - 1963     GOOD             NGS
 HE0173
 HE0173                          STATION DESCRIPTION
 HE0173
 HE0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0173'3.6 MI S FROM DEDERICK.
 HE0173'ABOUT 0.15 MILE SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0173'CHURCH AT DEDERICK, THENCE 0.2 MILE WEST ALONG U.S. HIGHWAY
 HE0173'54, THENCE 3.3 MILES SOUTH ALONG STATE ROAD K, AT THE FARM OF
 HE0173'MR. EUGENE COLLINS IN SECTION 8, T 35 N, R 29 W, 316 FEET WEST
 HE0173'OF THE CENTER LINE OF THE ROAD, 220 FEET SOUTHWEST OF THE
 HE0173'SOUTHWEST CORNER OF A HOUSE, 157 FEET SOUTH OF THE SOUTHEAST
 HE0173'CORNER OF A BARN, 17 FEET EAST OF THE CENTER OF A GATE, 26.8
 HE0173'FEET WEST OF H 9 Z 1962, 1/2 FOOT NORTH OF A FENCE, ABOUT LEVEL
 HE0173'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 HE0173'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1520 ***********************************************************************
 JE1520  DESIGNATION -  H 95
 JE1520  PID         -  JE1520
 JE1520  STATE/COUNTY-  MO/CASS
 JE1520  USGS QUAD   -  HARRISONVILLE (1981)
 JE1520
 JE1520                         *CURRENT SURVEY CONTROL
 JE1520  ___________________________________________________________________
 JE1520* NAD 83(1986)-  38 39 31.     (N)    094 21 22.     (W)     SCALED    
 JE1520* NAVD 88     -       273.535  (meters)     897.42   (feet)  ADJUSTED  
 JE1520  ___________________________________________________________________
 JE1520  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE1520  DYNAMIC HT  -         273.348 (meters)     896.81  (feet)  COMP
 JE1520  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 JE1520
 JE1520  VERT ORDER  -  SECOND    CLASS 0
 JE1520
 JE1520.The horizontal coordinates were scaled from a topographic map and have
 JE1520.an estimated accuracy of +/- 6 seconds.
 JE1520
 JE1520.The orthometric height was determined by differential leveling
 JE1520.and adjusted by the National Geodetic Survey in June 1991..
 JE1520
 JE1520.The geoid height was determined by GEOID03.
 JE1520
 JE1520.The dynamic height is computed by dividing the NAVD 88
 JE1520.geopotential number by the normal gravity value computed on the
 JE1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1520.degrees latitude (g = 980.6199 gals.).
 JE1520
 JE1520.The modeled gravity was interpolated from observed gravity values.
 JE1520
 JE1520;                    North         East    Units  Estimated Accuracy
 JE1520;SPC MO W     -   276,560.      862,520.      MT  (+/- 180 meters Scaled)
 JE1520
 JE1520                          SUPERSEDED SURVEY CONTROL
 JE1520
 JE1520  NGVD 29 (??/??/92)  273.43   (m)          897.1    (f) COMPUTED    2 0
 JE1520
 JE1520.Superseded values are not recommended for survey control.
 JE1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1520.See file dsdata.txt to determine how the superseded data were derived.
 JE1520
 JE1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC820797(NAD 83)
 JE1520_MARKER: DB = BENCH MARK DISK
 JE1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1520_SP_SET: CONCRETE POST
 JE1520_STAMPING: H 95 1934
 JE1520_MARK LOGO: CGS   
 JE1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1520+STABILITY: SURFACE MOTION
 JE1520
 JE1520  HISTORY     - Date     Condition        Report By
 JE1520  HISTORY     - 1934     MONUMENTED       CGS
 JE1520  HISTORY     - 1938     GOOD             USGS
 JE1520  HISTORY     - 1963     GOOD             CGS
 JE1520
 JE1520                          STATION DESCRIPTION
 JE1520
 JE1520'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE1520'0.8 KM (0.50 MI) WEST FROM HARRISONVILLE.
 JE1520'HARRISONVILLE, 0.5 MILE WEST OF, AT JUNCTION OF M.K.T AND
 JE1520'FRISCO RAILROAD ABOUT 700 FEET EAST OF OVERPASS IN U.S. HIGHWAY 71,
 JE1520'15 FEET NORTH OF NORTH SIDING AT ABOVE JUNCTION, IN CONCRETE POST, A
 JE1520'STANDARD TABLET STAMPED H 95-1934.
 JE1520
 JE1520                          STATION RECOVERY (1963)
 JE1520
 JE1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JE1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0748 ***********************************************************************
 JD0748  DESIGNATION -  H 97
 JD0748  PID         -  JD0748
 JD0748  STATE/COUNTY-  MO/SALINE
 JD0748  USGS QUAD   -  LONGWOOD (1979)
 JD0748
 JD0748                         *CURRENT SURVEY CONTROL
 JD0748  ___________________________________________________________________
 JD0748* NAD 83(1986)-  38 57 22.     (N)    093 10 02.     (W)     SCALED    
 JD0748* NAVD 88     -       251.739  (meters)     825.91   (feet)  ADJUSTED  
 JD0748  ___________________________________________________________________
 JD0748  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD0748  DYNAMIC HT  -         251.580 (meters)     825.39  (feet)  COMP
 JD0748  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JD0748
 JD0748  VERT ORDER  -  SECOND    CLASS 0
 JD0748
 JD0748.The horizontal coordinates were scaled from a topographic map and have
 JD0748.an estimated accuracy of +/- 6 seconds.
 JD0748
 JD0748.The orthometric height was determined by differential leveling
 JD0748.and adjusted by the National Geodetic Survey in June 1991..
 JD0748.WARNING-Repeat measurements at this control monument indicate possible
 JD0748.vertical movement.
 JD0748
 JD0748.The geoid height was determined by GEOID03.
 JD0748
 JD0748.The dynamic height is computed by dividing the NAVD 88
 JD0748.geopotential number by the normal gravity value computed on the
 JD0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0748.degrees latitude (g = 980.6199 gals.).
 JD0748
 JD0748.The modeled gravity was interpolated from observed gravity values.
 JD0748
 JD0748;                    North         East    Units  Estimated Accuracy
 JD0748;SPC MO C     -   346,770.      442,170.      MT  (+/- 180 meters Scaled)
 JD0748
 JD0748                          SUPERSEDED SURVEY CONTROL
 JD0748
 JD0748  NGVD 29 (??/??/92)  251.658  (m)          825.65   (f) ADJ UNCH    2 0
 JD0748
 JD0748.Superseded values are not recommended for survey control.
 JD0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0748.See file dsdata.txt to determine how the superseded data were derived.
 JD0748
 JD0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD855119(NAD 83)
 JD0748_MARKER: DB = BENCH MARK DISK
 JD0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0748_STAMPING: H 97 1935
 JD0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0748+STABILITY: SURFACE MOTION
 JD0748
 JD0748  HISTORY     - Date     Condition        Report By
 JD0748  HISTORY     - 1935     MONUMENTED       CGS
 JD0748  HISTORY     - 1962     GOOD             NGS
 JD0748
 JD0748                          STATION DESCRIPTION
 JD0748
 JD0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0748'15.3 MI E FROM SWEET SPRINGS.
 JD0748'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0748'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 12.0 MILES
 JD0748'EAST ALONG INTERSTATE 70, THENCE 0.2 MILE SOUTH ALONG U.S.
 JD0748'HIGHWAY 65, THENCE 2.3 MILES EAST ALONG U.S. HIGHWAY 40, AT A
 JD0748'FENCE NEAR THE BLACKWATER SCHOOL, 33 FEET SOUTH OF THE CENTERLINE
 JD0748'OF THE HIGHWAY, 2.5 FEET NORTH OF THE FENCE, 0.9 FOOT NORTH OF A
 JD0748'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JD0748'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0852 ***********************************************************************
 JC0852  DESIGNATION -  H 99
 JC0852  PID         -  JC0852
 JC0852  STATE/COUNTY-  MO/OSAGE
 JC0852  USGS QUAD   -  SUMMERFIELD (1981)
 JC0852
 JC0852                         *CURRENT SURVEY CONTROL
 JC0852  ___________________________________________________________________
 JC0852* NAD 83(1986)-  38 17 57.     (N)    091 51 33.     (W)     SCALED    
 JC0852* NAVD 88     -       204.831  (meters)     672.02   (feet)  ADJUSTED  
 JC0852  ___________________________________________________________________
 JC0852  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JC0852  DYNAMIC HT  -         204.688 (meters)     671.55  (feet)  COMP
 JC0852  MODELED GRAV-     979,925.3   (mgal)                       NAVD 88
 JC0852
 JC0852  VERT ORDER  -  SECOND    CLASS 0
 JC0852
 JC0852.The horizontal coordinates were scaled from a topographic map and have
 JC0852.an estimated accuracy of +/- 6 seconds.
 JC0852
 JC0852.The orthometric height was determined by differential leveling
 JC0852.and adjusted by the National Geodetic Survey in June 1991..
 JC0852
 JC0852.The geoid height was determined by GEOID03.
 JC0852
 JC0852.The dynamic height is computed by dividing the NAVD 88
 JC0852.geopotential number by the normal gravity value computed on the
 JC0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0852.degrees latitude (g = 980.6199 gals.).
 JC0852
 JC0852.The modeled gravity was interpolated from observed gravity values.
 JC0852
 JC0852;                    North         East    Units  Estimated Accuracy
 JC0852;SPC MO C     -   273,830.      556,050.      MT  (+/- 180 meters Scaled)
 JC0852
 JC0852                          SUPERSEDED SURVEY CONTROL
 JC0852
 JC0852  NGVD 29 (??/??/92)  204.824  (m)          671.99   (f) ADJ UNCH    2 0
 JC0852
 JC0852.Superseded values are not recommended for survey control.
 JC0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0852.See file dsdata.txt to determine how the superseded data were derived.
 JC0852
 JC0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC997396(NAD 83)
 JC0852_MARKER: DB = BENCH MARK DISK
 JC0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0852_STAMPING: H 99 1935
 JC0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0852+STABILITY: SURFACE MOTION
 JC0852
 JC0852  HISTORY     - Date     Condition        Report By
 JC0852  HISTORY     - 1935     MONUMENTED       CGS
 JC0852
 JC0852                          STATION DESCRIPTION
 JC0852
 JC0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0852'3.6 MI W FROM SUMMERFIELD.
 JC0852'IN OSAGE COUNTY, 3.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND
 JC0852'AND PACIFIC RAILROAD FROM THE STATION AT SUMMERFIELD, MARIES
 JC0852'COUNTY, 13 YARDS EAST OF THE STATION AT GASCONDY, 13 POLES
 JC0852'WEST OF MILEPOST 114, 160 YARDS EAST OF THE GASCONADE RIVER
 JC0852'TRESTLE, AND 12 YARDS NORTH OF THE CENTERLINE OF THE TRACK.
 JC0852'A STANDARD DISK, STAMPED H 99 1935 AND SET IN THE TOP OF A
 JC0852'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8201 ***********************************************************************
 AE8201  FBN         -  This is a Federal Base Network Control Station.
 AE8201  PACS        -  This is a Primary Airport Control Station.
 AE8201  DESIGNATION -  H19 A
 AE8201  PID         -  AE8201
 AE8201  STATE/COUNTY-  MO/PIKE
 AE8201  USGS QUAD   -  BOWLING GREEN (1984)
 AE8201
 AE8201                         *CURRENT SURVEY CONTROL
 AE8201  ___________________________________________________________________
 AE8201* NAD 83(1997)-  39 22 09.62812(N)    091 13 08.54016(W)     ADJUSTED  
 AE8201* NAVD 88     -       267.80   (meters)     878.6    (feet)  GPS OBS   
 AE8201  ___________________________________________________________________
 AE8201  X           -    -105,045.699 (meters)                     COMP
 AE8201  Y           -  -4,936,484.661 (meters)                     COMP
 AE8201  Z           -   4,024,248.942 (meters)                     COMP
 AE8201  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AE8201  ELLIP HEIGHT-         235.38  (meters)          (02/11/04) GPS OBS
 AE8201  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 AE8201
 AE8201  HORZ ORDER  -  B
 AE8201  ELLP ORDER  -  FOURTH    CLASS I
 AE8201
 AE8201.This mark is at Bowling Green Municipal Airport (H19)
 AE8201
 AE8201.The horizontal coordinates were established by GPS observations
 AE8201.and adjusted by the National Geodetic Survey in March 1998..
 AE8201
 AE8201.The orthometric height was determined by GPS observations and a
 AE8201.high-resolution geoid model.
 AE8201
 AE8201.GPS derived orthometric heights for airport stations designated as
 AE8201.PACS or SACS are published to 2 decimal places.  This maintains
 AE8201.centimeter relative accuracy between the PACS and SACS.  It does
 AE8201.not indicate centimeter accuracy relative to other marks which are
 AE8201.part of the NAVD 88 network.
 AE8201
 AE8201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8201
 AE8201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8201
 AE8201.The ellipsoidal height was determined by GPS observations
 AE8201.and is referenced to NAD 83.
 AE8201
 AE8201.The geoid height was determined by GEOID03.
 AE8201
 AE8201;                    North         East     Units Scale Factor Converg.
 AE8201;SPC MO E     -   392,678.564   188,041.176   MT  0.99998058   -0 27 22.0
 AE8201;UTM  15      - 4,359,276.785   653,416.457   MT  0.99988980   +1 07 47.7
 AE8201
 AE8201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8201!SPC MO E     -   0.99996307  x   0.99998058  =   0.99994365
 AE8201!UTM  15      -   0.99996307  x   0.99988980  =   0.99985288
 AE8201
 AE8201|---------------------------------------------------------------------|
 AE8201| PID    Reference Object                     Distance      Geod. Az  |
 AE8201|                                                           dddmmss.s |
 AE8201| KC0706 BOWLPORT                            387.110 METERS 12754     |
 AE8201|---------------------------------------------------------------------|
 AE8201
 AE8201                          SUPERSEDED SURVEY CONTROL
 AE8201
 AE8201  ELLIP H (03/31/98)  235.46   (m)                       GP(       ) 3 1
 AE8201
 AE8201.Superseded values are not recommended for survey control.
 AE8201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8201.See file dsdata.txt to determine how the superseded data were derived.
 AE8201
 AE8201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD5341659277(NAD 83)
 AE8201_MARKER: I = METAL ROD
 AE8201_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8201_STAMPING: H19 A 1997
 AE8201_MARK LOGO: NGS   
 AE8201_PROJECTION: RECESSED 12 CENTIMETERS
 AE8201_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8201+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 AE8201_ROD/PIPE-DEPTH: 6.10 meters
 AE8201_SLEEVE-DEPTH  : 1.00 meters
 AE8201
 AE8201  HISTORY     - Date     Condition        Report By
 AE8201  HISTORY     - 1997     MONUMENTED       NGS
 AE8201  HISTORY     - 19970615 GOOD             NGS
 AE8201  HISTORY     - 20030724 GOOD             NGS
 AE8201  HISTORY     - 20050330 GOOD             USGS
 AE8201
 AE8201                          STATION DESCRIPTION
 AE8201
 AE8201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE8201'THE STATION IS LOCATED ABOUT 48.4 KM (30.05 MI) SOUTH-SOUTHEAST OF
 AE8201'HANNIBAL, MO., ABOUT 4.8 KM (3.00 MI) NORTHWEST OF BOWLING GREEN, MO.,
 AE8201'AT THE BOWLING GREEN MUNICIPAL AIRPORT (H19) , ABOUT HALFWAY BETWEEN
 AE8201'BOWLPORT AND BOWLPORT AZ MK, IN THE GRASS ALONG THE SOUTHWEST SIDE OF
 AE8201'THE RUNWAY, ON THE SOUTHWEST SIDE OF A DRAINAGE DITCH, IN LINE WITH A
 AE8201'NORTHEAST-SOUTHWEST CULVERT RUNNING UNDER THE RUNWAY. OWNERSHIP--CITY
 AE8201'OF BOWLING GREEN, RR 2, BOWLING GREEN, MO.  63334. AIRPORT MANAGER
 AE8201'RICHARD C.  EDDY, PHONE 573-324-2455 OR CITY ADMINISTRATOR JOE SMITH,
 AE8201'PHONE 573-324-2373.  NOTE--PIKE AIR SERVICES JUMP SCHOOL TRAINING
 AE8201'7-DAYS A WEEK FROM APRIL TO NOVEMBER. NOTE--THIS STATION IS THE
 AE8201'PRIMARY AIRPORT CONTROL (PAC) STATION.  TO REACH THE STATION FROM THE
 AE8201'JUNCTION OF U.S.  HIGHWAYS 54 AND 61 ON THE NORTH SIDE OF BOWLING
 AE8201'GREEN, GO NORTHWEST, 1.8 KM (1.10 MI) ALONG HIGHWAY 61 TO THE JUNCTION
 AE8201'OF BUSINESS ROUTE 61 ON THE LEFT.  TURN LEFT, SOUTHWEST, 0.32 KM (0.20
 AE8201'MI) ALONG BUSINESS 61 TO COUNTY ROAD 46 ON THE RIGHT.  TURN RIGHT,
 AE8201'WEST, 0.4 KM (0.25 MI) ALONG COUNTY ROAD 46 TO THE AIRPORT ENTRANCE ON
 AE8201'THE RIGHT.  TURN RIGHT, EAST, 0.3 KM (0.20 MI) ACROSS APRON AND ALONG
 AE8201'TAXIWAY TO THE RUNWAY.  TURN LEFT, NORTHWEST, 0.36 KM (0.20 MI) ALONG
 AE8201'THE SOUTHWEST SIDE OF THE RUNWAY TO THE STATION ON THE LEFT, ACROSS
 AE8201'THE DITCH AND IN LINE WITH THE CULVERT.  THE STATION IS 35.0 M (114.8
 AE8201'FT) WEST OF A SMALL GRAY 1 OF 3 ELECTRIC JUNCTION BOXES ON THE
 AE8201'SOUTHWEST SIDE OF THE RUNWAY, 32.2 M (105.6 FT) SOUTHWEST OF THE
 AE8201'RUNWAY CENTER, 11.0 M (36.1 FT) SOUTHWEST OF THE SOUTHWEST WALL OF A
 AE8201'BOX CULVERT, 1.9 M (6.2 FT) SOUTHWEST OF A WITNESS POST, AND THE
 AE8201'STATION IS ABOUT 0.2 M (0.7 FT) ABOVE THE RUNWAY LEVEL AND FLUSH WITH
 AE8201'THE GROUND SURFACE.  BY R.G. HAYES.  NOTE--THE DATUM POINT IS A PUNCH
 AE8201'MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF
 AE8201'6.1 M, (20.0 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG,
 AE8201'ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY
 AE8201'CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 AE8201
 AE8201                          STATION RECOVERY (1997)
 AE8201
 AE8201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE8201'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION.  THE AREA CODE
 AE8201'FOR THE PHONE NUMBERS IS NOW (573).
 AE8201
 AE8201                          STATION RECOVERY (2003)
 AE8201
 AE8201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 AE8201'THE PHONE NUMBER OF THE AIRPORT OFFICE IS 573-324-3300. THE OFFICE WAS
 AE8201'NOT STAFFED ON THE DAYS OF THIS PROJECT.
 AE8201' 
 AE8201'THE STATION APPEARS TO BE ON A LINE PROJECTED NORTHWARD FROM THE DOOR
 AE8201'OF THE OFFICE BUILDING (IN LINE WITH THE BUILDING), 72 FT SW OF THE
 AE8201'LINE OF LIGHTS ALONG THE SW SIDE OF THE RUNWAY.  THE CULVERT RUNNING
 AE8201'UNDER THE RUNWAY WAS NOT AN OBVIOUS FEATURE AT THIS TIME. THE
 AE8201'STRUCTURES ARE STILL THERE. THE BOX CULVERT REFERRED TO IS REALLY MORE
 AE8201'OF AN INLET AND IT HAD NO GRATE AT THIS TIME, NOR ANY HEADWALL.
 AE8201
 AE8201                          STATION RECOVERY (2005)
 AE8201
 AE8201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (MSM)
 AE8201'RECOVERED AS DESCRIBED
 AE8201' 
 AE8201'FIBERGLASS WITNESS POST HAS BEEN BROKEN OFF 1 FT. OFF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2047 ***********************************************************************
 AI2047  SACS        -  This is a Secondary Airport Control Station.
 AI2047  DESIGNATION -  H41 A
 AI2047  PID         -  AI2047
 AI2047  STATE/COUNTY-  MO/AUDRAIN
 AI2047  USGS QUAD   -  MEXICO EAST (1984)
 AI2047
 AI2047                         *CURRENT SURVEY CONTROL
 AI2047  ___________________________________________________________________
 AI2047* NAD 83(1986)-  39 09 37.07799(N)    091 48 27.47508(W)     ADJUSTED  
 AI2047* NAVD 88     -       245.94   (meters)     806.9    (feet)  GPS OBS   
 AI2047  ___________________________________________________________________
 AI2047  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AI2047  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 AI2047
 AI2047  HORZ ORDER  -  FIRST
 AI2047
 AI2047.This mark is at Mexico Mem-Rolla National Airport (H41)
 AI2047
 AI2047.The horizontal coordinates were established by GPS observations
 AI2047.and adjusted by the National Geodetic Survey in October 1999..
 AI2047
 AI2047.The orthometric height was determined by GPS observations and a
 AI2047.high-resolution geoid model.
 AI2047
 AI2047.GPS derived orthometric heights for airport stations designated as
 AI2047.PACS or SACS are published to 2 decimal places.  This maintains
 AI2047.centimeter relative accuracy between the PACS and SACS.  It does
 AI2047.not indicate centimeter accuracy relative to other marks which are
 AI2047.part of the NAVD 88 network.
 AI2047
 AI2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2047
 AI2047.The geoid height was determined by GEOID03.
 AI2047
 AI2047;                    North         East     Units Scale Factor Converg.
 AI2047;SPC MO C     -   369,453.891   559,838.094   MT  0.99997741   +0 26 14.1
 AI2047;UTM  15      - 4,335,242.402   603,017.386   MT  0.99973067   +0 45 10.9
 AI2047
 AI2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2047!SPC MO C     -   0.99996650  x   0.99997741  =   0.99994391
 AI2047!UTM  15      -   0.99996650  x   0.99973067  =   0.99969718
 AI2047
 AI2047                          SUPERSEDED SURVEY CONTROL
 AI2047
 AI2047.No superseded survey control is available for this station.
 AI2047
 AI2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD0301735242(NAD 83)
 AI2047_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2047_STAMPING: H41 A 1999
 AI2047_MARK LOGO: NGS   
 AI2047_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2047+STABILITY: SURFACE MOTION
 AI2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2047+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2047
 AI2047  HISTORY     - Date     Condition        Report By
 AI2047  HISTORY     - 1999     MONUMENTED       NGS
 AI2047
 AI2047                          STATION DESCRIPTION
 AI2047
 AI2047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (JDH)
 AI2047'THE STATION IS LOCATED ABOUT 1 KM (0.60 MI) EAST OF MEXICO, MO.  AT
 AI2047'THE MEXICO MEMORIAL AIRPORT (H41) , IN THE GRASS SE OF RUNWAY END 24.
 AI2047'OWNERSHIP- CITY OF MEXICO, 2355 HWY Z.  MEXICO, MO.  65265. (573)
 AI2047'581-0162.  AIRPORT MANAGER GLENN PHILLIPS.  TO REACH THE STATION FROM
 AI2047'THE JUNCTION OF US HIGHWAY 54 AND STATE ROUTE JJ SOUTH, ON THE EAST
 AI2047'SIDE OF MEXICO, GO EAST .56 KM (0.35 MI) ON HIGHWAY 54 THE AIRPORT ON
 AI2047'THE RIGHT, TURN RIGHT GOING SOUTH .64 KM (0.40 MI) ON THE ENTRANCE
 AI2047'ROAD TO AIRPORT OFICE ON THE LEFT, TURN LEFT GOING EAST .16 KM (0.10
 AI2047'MI) ACROSS THE APRON THE RUNWAY 18/36, TURN RIGHT GOING SOUTH .16 KM
 AI2047'(0.10 MI) TO THE INTERSECTION OF RUNWAYS 18/36 AND 6/24, TURN LEFT
 AI2047'GOING EAST ON RUNWAY 6/24 1 KM (0.60 MI) TO THE END OF THE RUNWAY AND
 AI2047'THE STATION ON THE RIGHT.  THE STATION IS 95 FT (29.0 M) SOUTHEAST OF
 AI2047'THE RUNWAY CENTER LINE EXTENDED, 51.5 FT (15.7 M) SOUTHEAST OF THE
 AI2047'SOUTHEAST CORNER OF RUNWAY END 24, 15 FT (4.6 M) SOUTHWEST OF A REIL,
 AI2047'AND FLUSH WITH THE GROUND AND ABOUT LEVEL WITH RUNWAY.  THE POINT IS
 AI2047'AN NGS HORIZONTAL CONTROL MARK SET IN A CONCRETE POST.  THIS STATION
 AI2047'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SAC) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0420 ***********************************************************************
 JC0420  DESIGNATION -  H=699
 JC0420  PID         -  JC0420
 JC0420  STATE/COUNTY-  MO/FRANKLIN
 JC0420  USGS QUAD   -  MOSELLE (1980)
 JC0420
 JC0420                         *CURRENT SURVEY CONTROL
 JC0420  ___________________________________________________________________
 JC0420* NAD 83(1986)-  38 22 35.     (N)    090 56 38.     (W)     SCALED    
 JC0420* NAVD 88     -       209.677  (meters)     687.92   (feet)  ADJUSTED  
 JC0420  ___________________________________________________________________
 JC0420  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JC0420  DYNAMIC HT  -         209.537 (meters)     687.46  (feet)  COMP
 JC0420  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 JC0420
 JC0420  VERT ORDER  -  FIRST     CLASS II
 JC0420
 JC0420.The horizontal coordinates were scaled from a topographic map and have
 JC0420.an estimated accuracy of +/- 6 seconds.
 JC0420
 JC0420.The orthometric height was determined by differential leveling
 JC0420.and adjusted by the National Geodetic Survey in June 1991..
 JC0420
 JC0420.The geoid height was determined by GEOID03.
 JC0420
 JC0420.The dynamic height is computed by dividing the NAVD 88
 JC0420.geopotential number by the normal gravity value computed on the
 JC0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0420.degrees latitude (g = 980.6199 gals.).
 JC0420
 JC0420.The modeled gravity was interpolated from observed gravity values.
 JC0420
 JC0420;                    North         East    Units  Estimated Accuracy
 JC0420;SPC MO E     -   282,300.      211,220.      MT  (+/- 180 meters Scaled)
 JC0420
 JC0420                          SUPERSEDED SURVEY CONTROL
 JC0420
 JC0420  NGVD 29 (??/??/92)  209.727  (m)          688.08   (f) ADJ UNCH    1 2
 JC0420
 JC0420.Superseded values are not recommended for survey control.
 JC0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0420.See file dsdata.txt to determine how the superseded data were derived.
 JC0420
 JC0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC796495(NAD 83)
 JC0420_MARKER: P = PIPE CAP
 JC0420_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0420_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0420_STAMPING: 699
 JC0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0420
 JC0420  HISTORY     - Date     Condition        Report By
 JC0420  HISTORY     - UNK      MONUMENTED       USGS
 JC0420  HISTORY     - 1949     GOOD             NGS
 JC0420
 JC0420                          STATION DESCRIPTION
 JC0420
 JC0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0420'3.2 MI NE FROM ST CLAIR.
 JC0420'ABOUT 3.15 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0420'RAILWAY FROM THE STATION AT ST. CLAIR, AT A PUBLIC GRAVEL CROSS
 JC0420'ROAD, 77 FEET SOUTHEAST AND ACROSS TRACK FROM MILE POLE 49-6, 70.9
 JC0420'FEET SOUTH AND ACROSS TRACK FROM THE CROSSING SIGN, 67 FEET
 JC0420'SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSING, 43 FEET
 JC0420'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL, 22.5 FEET SOUTHWEST
 JC0420'OF THE SOUTHWEST END OF A STONE AND PIPE CULVERT UNDER THE
 JC0420'GRAVEL ROAD, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 JC0420'BELOW THE LEVEL OF THE TRACK AND PROJECTS 6 INCHES.  NOTE-- THIS
 JC0420'MARK IS IN THE NORTHWEST FACE OF A STEEP BANK NEAR A WASHOUT
 JC0420'AND THE FUTURE CONDITION IS LIKELY TO BE POOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1001 ***********************************************************************
 GE1001  DESIGNATION -  HA 4 2
 GE1001  PID         -  GE1001
 GE1001  STATE/COUNTY-  MO/DUNKLIN
 GE1001  USGS QUAD   -  ARBYRD (1983)
 GE1001
 GE1001                         *CURRENT SURVEY CONTROL
 GE1001  ___________________________________________________________________
 GE1001* NAD 83(1997)-  36 02 47.00296(N)    090 09 29.42418(W)     ADJUSTED  
 GE1001* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 GE1001  ___________________________________________________________________
 GE1001  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 GE1001  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE1001
 GE1001  HORZ ORDER  -  THIRD
 GE1001
 GE1001.The horizontal coordinates were established by classical geodetic methods
 GE1001.and adjusted by the National Geodetic Survey in February 2000..
 GE1001
 GE1001.The orthometric height was scaled from a topographic map.
 GE1001
 GE1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1001
 GE1001.The geoid height was determined by GEOID03.
 GE1001
 GE1001;                    North         East     Units Scale Factor Converg.
 GE1001;SPC MO E     -    23,692.774   280,800.291   MT  0.99994502   +0 12 04.1
 GE1001;SPC AR N     -   191,604.966   565,953.641   MT  0.99996839   +1 04 18.3
 GE1001;SPC AR N     -   628,623.96  1,856,799.57   sFT  0.99996839   +1 04 18.3
 GE1001;UTM  15      - 3,992,831.524   756,009.537   MT  1.00040766   +1 40 23.4
 GE1001
 GE1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1001!SPC MO E     -   0.99999251  x   0.99994502  =   0.99993753
 GE1001!SPC AR N     -   0.99999251  x   0.99996839  =   0.99996090
 GE1001!UTM  15      -   0.99999251  x   1.00040766  =   1.00040016
 GE1001
 GE1001                          SUPERSEDED SURVEY CONTROL
 GE1001
 GE1001  NAD 83(1997)-  36 02 47.00306(N)    090 09 29.42417(W) AD(       ) 3
 GE1001  NAD 83(1986)-  36 02 47.01302(N)    090 09 29.42662(W) AD(       ) 3
 GE1001  NAD 27      -  36 02 46.76400(N)    090 09 29.08240(W) AD(       ) 3
 GE1001
 GE1001.Superseded values are not recommended for survey control.
 GE1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1001.See file dsdata.txt to determine how the superseded data were derived.
 GE1001
 GE1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5601092832(NAD 83)
 GE1001_MARKER: P = PIPE CAP
 GE1001_SETTING: 0 = UNSPECIFIED SETTING
 GE1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE1001
 GE1001  HISTORY     - Date     Condition        Report By
 GE1001  HISTORY     - 1955     MONUMENTED       USE
 GE1001  HISTORY     - 1970     MARK NOT FOUND   NGS
 GE1001
 GE1001                          STATION DESCRIPTION
 GE1001
 GE1001'DESCRIBED BY US ENGINEERS 1955 (WFD)
 GE1001'THE STATION IS 2.6 MILES WEST OF HONERSVILLE, 0.05 MILE EAST
 GE1001'OF THE JUNCTION OF COUNTY ROADS K AND Y, 45 FEET EAST OF A
 GE1001'TELEPHONE POLE, 33 FEET SOUTH OF THE CENTER OF COUNTY ROAD Y
 GE1001'AND 6 FEET NORTH OF A FENCE.  THE MARK IS A BRONZE CAP OF THE
 GE1001'UNITED STATES ENGINEER DEPARTMENT FASTENED TO THE TOP OF A
 GE1001'4-INCH IRON PIPE THAT PROJECTS 4 INCHES AND THE CAP IS STAMPED
 GE1001'BM 1942 HA-4-2.
 GE1001'
 GE1001'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GE1001'HORNEPORT AND THE DISTANCE WAS FOUND TO BE 632.013 METERS
 GE1001
 GE1001                          STATION RECOVERY (1970)
 GE1001
 GE1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE1001'A SEARCH WAS MADE FOR THE MARK BUT NOTHING COULD BE FOUND
 GE1001'AND IT IS ASSUMED TO HAVE BEEN DESTROYED BY GRADING OR CULTIVATION
 GE1001'IN THE AREA.
 GE1001'
 GE1001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 GE1001'MILES WEST OF HORNERSVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1220 ***********************************************************************
 HD1220  DESIGNATION -  HA HA TONKA WATER TOWER
 HD1220  PID         -  HD1220
 HD1220  STATE/COUNTY-  MO/CAMDEN
 HD1220  USGS QUAD   -  HAHATONKA (1982)
 HD1220
 HD1220                         *CURRENT SURVEY CONTROL
 HD1220  ___________________________________________________________________
 HD1220* NAD 83(1997)-  37 58 31.64201(N)    092 45 57.67775(W)     ADJUSTED  
 HD1220* NAVD 88     -                                                        
 HD1220  ___________________________________________________________________
 HD1220  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 HD1220  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HD1220
 HD1220  HORZ ORDER  -  THIRD
 HD1220
 HD1220.The horizontal coordinates were established by classical geodetic methods
 HD1220.and adjusted by the National Geodetic Survey in February 2000..
 HD1220
 HD1220
 HD1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1220
 HD1220.The geoid height was determined by GEOID03.
 HD1220
 HD1220;                    North         East     Units Scale Factor Converg.
 HD1220;SPC MO C     -   237,741.516   476,628.421   MT  0.99994006   -0 09 49.3
 HD1220;UTM  15      - 4,203,117.649   520,549.537   MT  0.99960520   +0 08 38.3
 HD1220
 HD1220                          SUPERSEDED SURVEY CONTROL
 HD1220
 HD1220  NAD 83(1986)-  37 58 31.65363(N)    092 45 57.67681(W) AD(       ) 4
 HD1220  NAD 27      -  37 58 31.52300(N)    092 45 57.01600(W) AD(       ) 3
 HD1220
 HD1220.Superseded values are not recommended for survey control.
 HD1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1220.See file dsdata.txt to determine how the superseded data were derived.
 HD1220
 HD1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2055003118(NAD 83)
 HD1220_MARKER: 54 = WATER TOWER
 HD1220
 HD1220  HISTORY     - Date     Condition        Report By
 HD1220  HISTORY     - 1947     FIRST OBSERVED   CGS
 HD1220
 HD1220                          STATION DESCRIPTION
 HD1220
 HD1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1220'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST AND 3 MILES SOUTH
 HD1220'OF CAMDENTON ON A HIGH HILL.  IT IS BUILT OF STONE ABOUT
 HD1220'60 FEET HIGH, 29 FEET SQUARE AT THE BASE, 16 FEET SOUTH OF THE
 HD1220'CENTERLINE OF ROAD AND HAS A STONE AWNING ON THE SOUTH SIDE
 HD1220'OF THE TOWER.
 HD1220'
 HD1220'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 54
 HD1220'AND STATE HIGHWAY NO. 5 GO WEST FOR 3.1 MILE TO THE EAST END
 HD1220'OF THE NIANGUA BRIDGE, TURN LEFT (SOUTH) AND GO 2.4 MILE TO
 HD1220'ROAD TO THE RIGHT, TURN RIGHT AND GO .05 MILE TO GATE TO
 HD1220'HA HA TONKA CASTLE CONTINUE THROUGH GATE AND FOLLOW ROAD FOR
 HD1220'0.4 MILE TO A SMALL GRAVELED ROAD TO THE LEFT, TURN LEFT AND
 HD1220'GO 0.1 MILE TO TOP OF HILL AND STATION ON RIGHT AS DESCRIBED.
 HD1220'
 HD1220'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1338 ***********************************************************************
 LF1338  DESIGNATION -  HAINLINE
 LF1338  PID         -  LF1338
 LF1338  STATE/COUNTY-  MO/HOLT
 LF1338  USGS QUAD   -  MOUND CITY (1981)
 LF1338
 LF1338                         *CURRENT SURVEY CONTROL
 LF1338  ___________________________________________________________________
 LF1338* NAD 83(1997)-  40 14 49.63279(N)    095 10 52.39797(W)     ADJUSTED  
 LF1338* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 LF1338  ___________________________________________________________________
 LF1338  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 LF1338  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LF1338
 LF1338  HORZ ORDER  -  FIRST
 LF1338
 LF1338.The horizontal coordinates were established by classical geodetic methods
 LF1338.and adjusted by the National Geodetic Survey in February 2000..
 LF1338
 LF1338.The orthometric height was scaled from a topographic map.
 LF1338
 LF1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1338
 LF1338.The geoid height was determined by GEOID03.
 LF1338
 LF1338;                    North         East     Units Scale Factor Converg.
 LF1338;SPC MO W     -   453,128.398   792,041.280   MT  0.99998251   -0 26 24.5
 LF1338;UTM  15      - 4,457,467.910   314,476.995   MT  1.00002371   -1 24 34.8
 LF1338
 LF1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1338!SPC MO W     -   0.99995261  x   0.99998251  =   0.99993512
 LF1338!UTM  15      -   0.99995261  x   1.00002371  =   0.99997632
 LF1338
 LF1338|---------------------------------------------------------------------|
 LF1338| PID    Reference Object                     Distance      Geod. Az  |
 LF1338|                                                           dddmmss.s |
 LF1338| CL6598 HAINLINE RM 1                        13.941 METERS 01225     |
 LF1338| CL6597 HAINLINE AZ MK                                     0891241.0 |
 LF1338| LF1339 PTS 36                               30.098 METERS 10206     |
 LF1338| LF1331 MAITLAND MUNICIPAL TANK             APPROX.10.4 KM 1193123.6 |
 LF1338|---------------------------------------------------------------------|
 LF1338
 LF1338                          SUPERSEDED SURVEY CONTROL
 LF1338
 LF1338  NAD 83(1997)-  40 14 49.63279(N)    095 10 52.39788(W) AD(       ) 1
 LF1338  NAD 83(1997)-  40 14 49.63271(N)    095 10 52.39766(W) AD(       ) 1
 LF1338  NAD 83(1997)-  40 14 49.63363(N)    095 10 52.39784(W) AD(       ) 1
 LF1338  NAD 83(1986)-  40 14 49.63652(N)    095 10 52.39288(W) AD(       ) 1
 LF1338  NAD 27      -  40 14 49.66400(N)    095 10 51.48600(W) AD(       ) 1
 LF1338
 LF1338.Superseded values are not recommended for survey control.
 LF1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1338.See file dsdata.txt to determine how the superseded data were derived.
 LF1338
 LF1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE1447757468(NAD 83)
 LF1338_MARKER: DS = TRIANGULATION STATION DISK
 LF1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1338
 LF1338  HISTORY     - Date     Condition        Report By
 LF1338  HISTORY     - 1945     MONUMENTED       CGS
 LF1338  HISTORY     - 1961     GOOD             CGS
 LF1338
 LF1338                          STATION DESCRIPTION
 LF1338
 LF1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1338'STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF MOUND CITY,
 LF1338'6 MILES NORTHWEST OF MAITLAND AND ON THE SOUTHWEST CORNER OF
 LF1338'TWO DIRT ROADS.  THE LAND IS OWNED BY O.F. HAINLINE.  IT IS 78
 LF1338'FEET SOUTHWEST OF THE INTERSECTION OF THE TWO ROADS, 6.5 FEET
 LF1338'SOUTH OF A STANDARD WITNESS POST AND FENCE LINE, 24 FEET SOUTH
 LF1338'OF THE APPROXIMATE CENTER OF THE EAST-WEST ROAD AND 54 FEET WEST
 LF1338'OF A FENCE.  THE DISK IS STAMPED HAINLINE 1945 AND IS ABOUT 14
 LF1338'INCHES BELOW THE SURFACE OF THE GROUND.
 LF1338'
 LF1338'REFERENCE MARK NO. 1 IS 45.74 FEET NORTH OF THE STATION ON THE
 LF1338'NORTH SIDE OF THE ROAD.  IT IS 22 FEET NORTH OF THE APPROXIMATE
 LF1338'CENTER OF THE ROAD AND 10 FEET WEST OF A BOARD GATE.  THE DISK IS
 LF1338'STAMPED HAINLINE NO 1 1945 AND PROJECTS ABOUT 2 INCHES.
 LF1338'
 LF1338'USGS P.T. NO. 36 WAS USED AS A REFERENCE MARK AND IS 98.75 FEET
 LF1338'EAST OF THE STATION.  IT IS 46 FEET SOUTHEAST OF THE APPROXIMATE
 LF1338'CENTER OF THE TWO ROADS, 4 FEET EAST OF A FENCE AND 23 FEET EAST
 LF1338'OF THE APPROXIMATE CENTER OF THE NORTH-SOUTH ROAD.  THE DISK IS
 LF1338'STAMPED PRIM TRAV STA NO 36 ELME. 1092 1923 MAC.  AND PROJECTS
 LF1338'ABOUT 6 INCHES.
 LF1338'
 LF1338'AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF THE STATION NEAR THE GATE
 LF1338'LEADING TO MR. ZELLERS HOUSE.  IT IS 3 FEET WEST OF A STANDARD
 LF1338'WITNESS POST, ONE FOOT WEST OF A TELEPHONE POLE AND 29 FEET NORTH
 LF1338'OF THE APPROXIMATE CENTER OF THE ROAD.  THE DISK IS STAMPED
 LF1338'HAINLINE 1945 AND PROJECTS ABOUT 4 INCHES.
 LF1338'
 LF1338'TO REACH THE STATION FROM MOUND CITY GO EAST ON U.S. HIGHWAYS 59
 LF1338'AND 275 FOR 4.55 MILES TO JUNCTION WITH STATE HIGHWAY 113, TURN
 LF1338'LEFT ON HIGHWAY 113 FOR 0.1 MILE TO COUNTY ROAD 0, TURN LEFT ON
 LF1338'COUNTY ROAD FOR 5 MILES TO WHERE COUNTY ROAD 0 TURNS RIGHT AND A
 LF1338'DIRT ROAD STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON DIRT ROAD
 LF1338'FOR 3 MILES TO CROSSROADS, TURN LEFT AND GO 1.8 MILES TO MR.
 LF1338'ZELLERS HOUSE ON THE RIGHT AND THE AZIMUTH MARK, CONTINUE
 LF1338'STRAIGHT AHEAD FOR 0.2 MILE TO CROSS ROADS AND STATION.
 LF1338'
 LF1338'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LF1338
 LF1338                          STATION RECOVERY (1961)
 LF1338
 LF1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LF1338'THIS STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE RECOVERED IN
 LF1338'GOOD CONDITION EXCEPT U.S.G.S. P.T. NO. 36 WHICH WAS USED AS A
 LF1338'REFERENCE MARK AND WAS NOT RECOVERED AND IS BELIEVED TO BE LOST.
 LF1338'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED, 1 FOOT NORTH OF A
 LF1338'FENCE, AND 1 FOOT NORTHEAST OF A NEW STEEL WITNESS POST SIGN.
 LF1338'A NEW TO REACH FOR THIS STATION FOLLOWS.
 LF1338'
 LF1338'TO REACH THE STATION FROM MOUND CITY, GO EAST ON U.S. HIGHWAYS 59
 LF1338'AND 275 FOR 4.55 MILES TO JUNCTION WITH STATE HIGHWAY 113.  TURN
 LF1338'LEFT AND GO NORTHEAST 0.1 MILE ON STATE HIGHWAY 113 TO COUNTY ROAD
 LF1338'D ON THE LEFT.  TURN LEFT AND GO NORTH ON COUNTY ROAD D FOR 5.0
 LF1338'MILES TO THE JUNCTION OF COUNTY ROAD C GOING EAST.  CONTINUE
 LF1338'NORTH ON COUNTY ROAD D FOR 3.0 MILES TO CROSSROADS.  TURN LEFT
 LF1338'AND GO WEST ON GRAVEL ROAD FOR 1.8 MILES TO THE ZELLER HOUSE
 LF1338'ON THE RIGHT AND THE AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD WEST
 LF1338'FOR 0.2 MILE TO CROSSROADS AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1168 ***********************************************************************
 KD1168  DESIGNATION -  HALE
 KD1168  PID         -  KD1168
 KD1168  STATE/COUNTY-  MO/CARROLL
 KD1168  USGS QUAD   -  HALE (1978)
 KD1168
 KD1168                         *CURRENT SURVEY CONTROL
 KD1168  ___________________________________________________________________
 KD1168* NAD 83(1997)-  39 35 38.18562(N)    093 19 11.75286(W)     ADJUSTED  
 KD1168* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 KD1168  ___________________________________________________________________
 KD1168  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 KD1168  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1168
 KD1168  HORZ ORDER  -  SECOND
 KD1168
 KD1168.The horizontal coordinates were established by classical geodetic methods
 KD1168.and adjusted by the National Geodetic Survey in February 2000..
 KD1168
 KD1168.The orthometric height was scaled from a topographic map.
 KD1168
 KD1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1168
 KD1168.The geoid height was determined by GEOID03.
 KD1168
 KD1168;                    North         East     Units Scale Factor Converg.
 KD1168;SPC MO C     -   417,687.531   429,574.173   MT  0.99999438   -0 31 21.4
 KD1168;UTM  15      - 4,382,739.044   472,529.657   MT  0.99960929   -0 12 14.1
 KD1168
 KD1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1168!SPC MO C     -   0.99996682  x   0.99999438  =   0.99996120
 KD1168!UTM  15      -   0.99996682  x   0.99960929  =   0.99957612
 KD1168
 KD1168:                Primary Azimuth Mark                     Grid Az
 KD1168:SPC MO C     -  BROOKFIELD CITY STANDPIPE                043 32 06.8
 KD1168:UTM  15      -  BROOKFIELD CITY STANDPIPE                043 12 59.5
 KD1168
 KD1168|---------------------------------------------------------------------|
 KD1168| PID    Reference Object                     Distance      Geod. Az  |
 KD1168|                                                           dddmmss.s |
 KD1168| KD1150 BROOKFIELD CITY STANDPIPE           APPROX.30.7 KM 0430045.4 |
 KD1168| KD1149 BROOKFIELD CATHOLIC CH SPIRE        APPROX.30.0 KM 0440029.1 |
 KD1168| KD1148 BROOKFIELD ELEC PWR PLANT STK       APPROX.29.7 KM 0440451.1 |
 KD1168| KD1147 BROOKFIELD BROWN SHOE FACT STK      APPROX.30.6 KM 0454045.5 |
 KD1168| KD1136 MARCELINE MASONRY SMOKESTACK        APPROX.34.8 KM 0664343.5 |
 KD1168| KD1133 MARCELINE MUNICIPAL TANK            APPROX.35.4 KM 0665040.9 |
 KD1168| CL8642 HALE RM 1                            26.344 METERS 08757     |
 KD1168| KD1190 BRUNSWICK MUNICIPAL TANK            APPROX.24.6 KM 1380719.8 |
 KD1168| KD1191 BRUNSWICK ELEMEN SCH BELFRY         APPROX.24.6 KM 1385140.6 |
 KD1168| CL8643 HALE RM 2 AZIMUTH                                  1760336.7 |
 KD1168| KD1218 CARROLLTON MUNICIPAL TANK           APPROX.30.4 KM 2101325.9 |
 KD1168| CL8644 HALE RM 3                             5.611 METERS 35752     |
 KD1168|---------------------------------------------------------------------|
 KD1168
 KD1168                          SUPERSEDED SURVEY CONTROL
 KD1168
 KD1168  NAD 83(1997)-  39 35 38.18858(N)    093 19 11.75560(W) AD(       ) 2
 KD1168  NAD 83(1997)-  39 35 38.18911(N)    093 19 11.75645(W) AD(       ) 2
 KD1168  NAD 83(1986)-  39 35 38.18900(N)    093 19 11.75578(W) AD(       ) 2
 KD1168  NAD 27      -  39 35 38.10280(N)    093 19 11.00260(W) AD(       ) 2
 KD1168
 KD1168.Superseded values are not recommended for survey control.
 KD1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1168.See file dsdata.txt to determine how the superseded data were derived.
 KD1168
 KD1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD7253082739(NAD 83)
 KD1168_MARKER: DS = TRIANGULATION STATION DISK
 KD1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1168
 KD1168  HISTORY     - Date     Condition        Report By
 KD1168  HISTORY     - 1928     MONUMENTED       CGS
 KD1168  HISTORY     - 1935     GOOD             CGS
 KD1168  HISTORY     - 1948     GOOD             CGS
 KD1168  HISTORY     - 1964     GOOD             CGS
 KD1168
 KD1168                          STATION DESCRIPTION
 KD1168
 KD1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1168'THE STATION WAS FOUND IN GOOD CONDITION ON LAND DESCRIBED, 1/2
 KD1168'MILE S AND 1/2 MILE E OF BRICK SCHOOLHOUSE.  THE DESCRIPTION SHOULD
 KD1168'READ- 19 FEET S OF E-W FENCE AND 89 FEET WSW OF CORNER POST AT
 KD1168'CENTER OF SECTION.
 KD1168'
 KD1168'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION AS DESCRIBED, 15
 KD1168'FEET S OF ABOVE NOTED CORNER POST.
 KD1168'
 KD1168'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 KD1168'
 KD1168'ALL OTHER OLD TIES STILL HOLD.
 KD1168
 KD1168                          STATION RECOVERY (1948)
 KD1168
 KD1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1168'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1168'TO BE IN GOOD CONDITION.  A NEW REFERENCE MARK NO. 3 WAS
 KD1168'ESTABLISHED AND REFERENCE MARK NO. 2 IS USED FOR AN AZIMUTH MARK.
 KD1168'
 KD1168'A COMPLETE DESCRIPTION FOLLOWS.
 KD1168'
 KD1168'THE STATION IS LOCATED ABOUT 1.5 MILES EAST AND 0.65 MILE SOUTH
 KD1168'OF THE TOWN OF HALE, 90 FEET WEST-SOUTHWEST OF A FENCE CORNER, 88
 KD1168'FEET WEST OF THE SOUTH GATE POST, AND 18.5 FEET SOUTH OF THE
 KD1168'CENTER OF A HEDGE FENCE.  IT IS 20 INCHES BELOW THE SURFACE OF
 KD1168'THE GROUND AND IS STAMPED HALE 1928.  NOTE 1A AND 7A.
 KD1168'
 KD1168'REFERENCE MARK NO. 1 IS EAST OF THE STATION 16.5 FEET SOUTH OF A
 KD1168'FENCE CORNER, 9 FEET SOUTH-SOUTHWEST OF THE CENTER OF A BOARD
 KD1168'GATE, AND 2.5 FEET WEST OF A NORTH-SOUTH HEDGE AND WIRE FENCE
 KD1168'LINE.  IT PROJECTS 2 INCHES AND IS STAMPED HALE NO 1 1928.
 KD1168'
 KD1168'REFERENCE MARK NO. 3 IS NORTH OF THE STATION AND IS IN AN
 KD1168'EAST-WEST HEDGE FENCE AND 88 FEET WEST OF A FENCE CORNER.  IT
 KD1168'IS SET FLUSH WITH THE GROUND AND IS STAMPED HALE NO 3 1948.
 KD1168'
 KD1168'AZIMUTH MARK (REFERENCE MARK NO. 2) IS SOUTH-SOUTHEAST OF THE
 KD1168'STATION AND IS IN THE SOUTHEAST CORNER OF THE SAME FIELD THE
 KD1168'STATION IS IN.  IT IS 2.5 FEET NORTHWEST OF A FENCE CORNER AND
 KD1168'2.0 FEET NORTH OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS
 KD1168'STAMPED HALE NO 2 1928.
 KD1168'
 KD1168'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HALE, GO SOUTH FOR
 KD1168'0.1 MILE TO A T INTERSECTION, TURN LEFT ON COUNTY ROUTE H AND GO
 KD1168'EAST FOR 0.75 MILE TO A CROSSROAD AND A RED BRICK SCHOOL BUILDING
 KD1168'ON THE LEFT, TURN RIGHT AND GO SOUTH FOR 0.55 MILE TO THE HOME OF
 KD1168'MR. NORRIS ON THE LEFT, TURN LEFT INTO DRIVEWAY THEN RIGHT
 KD1168'THROUGH A BOARD GATE INTO A PASTURE, TURN LEFT AND FOLLOW A
 KD1168'FIELD ROAD EAST FOR 0.1 MILE, PASS THROUGH A BOARD GATE AND
 KD1168'CONTINUE ON FIELD ROAD NORTHEAST AND EAST FOR 0.45 MILE TO THE
 KD1168'STATION, JUST BEFORE REACHING A FENCE CORNER.
 KD1168'
 KD1168'A 100 FOOT SIGNAL AT BOSWORTH 1928 IS VISIBLE AT 13 FEET.
 KD1168'
 KD1168'A 4 FOOT SIGNAL AT STOKES IS VISIBLE AT 4 FEET.
 KD1168'
 KD1168'AN 87 FOOT SIGNAL AT MOUND IS VISIBLE AT 20 FEET.
 KD1168'
 KD1168'A 74 FOOT SIGNAL AT BELFORD IS VISIBLE AT 20 FEET.
 KD1168'
 KD1168'AN 87 FOOT SIGNAL AT MEALVILLE 1928 IS VISIBLE AT 20 FEET.
 KD1168
 KD1168                          STATION RECOVERY (1964)
 KD1168
 KD1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1168'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1168'IN GOOD CONDITION.  A REVISED TO REACH FOLLOWS.
 KD1168'
 KD1168'TO REACH THE STATION FROM THE RAILROAD STATION IN THE SMALL TOWN
 KD1168'OF HALE, GO SOUTH ON STATE HIGHWAY 139 AND COUNTY ROAD J FOR 0.1
 KD1168'MILE.  THEN, TURN LEFT AND GO EAST ON STATE HIGHWAY 139 AND COUNTY
 KD1168'ROAD J FOR 0.75 MILE TO WHERE STATE HIGHWAY 139 TURNS SOUTH AND
 KD1168'COUNTY ROAD J CONTINUES STRAIGHT AHEAD EAST.  TURN RIGHT AND GO
 KD1168'SOUTH ON STATE HIGHWAY 139 FOR 0.55 MILE TO THE NORRIS FARMHOUSE
 KD1168'ON THE LEFT.  TURN LEFT IN TO FARMYARD, THEN SHARP RIGHT
 KD1168'THROUGH A GATE, THEN LEFT OR EAST ALONG THE SOUTH SIDE OF FENCE
 KD1168'FOR 0.1 MILE TO A BOARD GATE.  TURN LEFT THROUGH THE GATE AND
 KD1168'CONTINUED NORTHEAST ACROSS FIELD FOR 0.45 MILE TO A FENCE
 KD1168'CORNER AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1237 ***********************************************************************
 HD1237  DESIGNATION -  HALFWAY
 HD1237  PID         -  HD1237
 HD1237  STATE/COUNTY-  MO/POLK
 HD1237  USGS QUAD   -  BUFFALO NW (1950)
 HD1237
 HD1237                         *CURRENT SURVEY CONTROL
 HD1237  ___________________________________________________________________
 HD1237* NAD 83(1997)-  37 38 56.95404(N)    093 14 55.34901(W)     ADJUSTED  
 HD1237* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 HD1237  ___________________________________________________________________
 HD1237  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 HD1237  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HD1237
 HD1237  HORZ ORDER  -  THIRD
 HD1237
 HD1237.The horizontal coordinates were established by classical geodetic methods
 HD1237.and adjusted by the National Geodetic Survey in February 2000..
 HD1237
 HD1237.The orthometric height was scaled from a topographic map.
 HD1237
 HD1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1237
 HD1237.The geoid height was determined by GEOID03.
 HD1237
 HD1237;                    North         East     Units Scale Factor Converg.
 HD1237;SPC MO C     -   201,756.994   433,930.992   MT  0.99998708   -0 27 26.4
 HD1237;UTM  15      - 4,166,918.165   478,060.460   MT  0.99960593   -0 09 06.9
 HD1237
 HD1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1237!SPC MO C     -   0.99995092  x   0.99998708  =   0.99993800
 HD1237!UTM  15      -   0.99995092  x   0.99960593  =   0.99955686
 HD1237
 HD1237|---------------------------------------------------------------------|
 HD1237| PID    Reference Object                     Distance      Geod. Az  |
 HD1237|                                                           dddmmss.s |
 HD1237| CN6335 HALFWAY RM 1                         11.024 METERS 00001     |
 HD1237| CN6336 HALFWAY RM 2                         10.497 METERS 18209     |
 HD1237| CN6334 HALFWAY AZ MK                                      1825307.3 |
 HD1237|---------------------------------------------------------------------|
 HD1237
 HD1237                          SUPERSEDED SURVEY CONTROL
 HD1237
 HD1237  NAD 83(1997)-  37 38 56.95748(N)    093 14 55.34933(W) AD(       ) 3
 HD1237  NAD 83(1986)-  37 38 56.96564(N)    093 14 55.34845(W) AD(       ) 3
 HD1237  NAD 27      -  37 38 56.82670(N)    093 14 54.65980(W) AD(       ) 3
 HD1237
 HD1237.Superseded values are not recommended for survey control.
 HD1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1237.See file dsdata.txt to determine how the superseded data were derived.
 HD1237
 HD1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7806066918(NAD 83)
 HD1237_MARKER: DS = TRIANGULATION STATION DISK
 HD1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1237+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 HD1237
 HD1237  HISTORY     - Date     Condition        Report By
 HD1237  HISTORY     - 1960     MONUMENTED       CGS
 HD1237  HISTORY     - 20010122 GOOD             LOCENG
 HD1237
 HD1237                          STATION DESCRIPTION
 HD1237
 HD1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1237'THE STATION IS ABOUT 8 MILES WEST OF BUFFALO AND 2-1/2 MILES
 HD1237'NORTH OF HALF WAY, IN THE RIGHT-OF-WAY FENCE OF COUNTY ROUTE P,
 HD1237'IN THE NORTHWEST QUARTER OF SECTION 28, T 34 N, R 21 W.
 HD1237'
 HD1237'TO REACH THE STATION FROM THE POST OFFICE IN HALF WAY, GO
 HD1237'WEST ON STATE HIGHWAY 32 FOR 0.4 MILE TO THE JUNCTION OF COUNTY
 HD1237'ROUTES P AND H.  TURN RIGHT AND GO NORTH ON ROUTE P FOR
 HD1237'1.8 MILES TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK
 HD1237'IN THE SOUTHWEST ANGLE OF THE JUNCTION.  CONTINUE NORTH ON ROUTE
 HD1237'P FOR 0.35 MILE TO TOP OF HILL AND THE STATION ON THE RIGHT.
 HD1237'
 HD1237'STATION MARKS ARE STANDARD DISKS STAMPED HALFWAY 1959.  THE
 HD1237'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS
 HD1237'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 85 FEET NORTHEAST
 HD1237'OF A POWER POLE, 30 FEET EAST OF THE CENTER OF ROUTE P, 3.5
 HD1237'FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 HD1237'NORTH-SOUTH FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HD1237'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 HD1237'
 HD1237'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HALFWAY NO
 HD1237'1 1959, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 HD1237'THE SURFACE OF THE GROUND.  IT IS 30 FEET EAST OF THE CENTER
 HD1237'OF ROUTE P AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 HD1237'
 HD1237'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HALFWAY
 HD1237'NO 2 1959, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HD1237'WITH THE SURFACE OF THE GROUND.  IT IS 64 FEET EAST OF THE
 HD1237'POWER POLE, 30 FEET EAST OF THE CENTER OF ROUTE P AND 1 FOOT
 HD1237'WEST OF THE NORTH-SOUTH FENCE.
 HD1237'
 HD1237'AZIMUTH MARK, A STANDARD DISK STAMPED HALFWAY 1959, IS SET
 HD1237'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 32
 HD1237'FEET SOUTH OF THE GRAVEL ROAD, 28 FEET WEST OF THE CENTER
 HD1237'OF ROUTE P, 9 FEET SOUTHEAST OF A POWER POLE AND 2 FEET EAST
 HD1237'OF A METAL WITNESS POST.
 HD1237'
 HD1237'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HD1237
 HD1237                          STATION RECOVERY (2001)
 HD1237
 HD1237'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (CMC)
 HD1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1640 ***********************************************************************
 JC1640  DESIGNATION -  HALIFAX UNION ELEC MICROWAVE
 JC1640  PID         -  JC1640
 JC1640  STATE/COUNTY-  MO/ST FRANCOIS
 JC1640  USGS QUAD   -  HALIFAX (1982)
 JC1640
 JC1640                         *CURRENT SURVEY CONTROL
 JC1640  ___________________________________________________________________
 JC1640* NAD 83(1997)-  38 00 05.02974(N)    090 29 22.75842(W)     ADJUSTED  
 JC1640* NAVD 88     -                                                        
 JC1640  ___________________________________________________________________
 JC1640  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 JC1640  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 JC1640
 JC1640  HORZ ORDER  -  THIRD
 JC1640
 JC1640.The horizontal coordinates were established by classical geodetic methods
 JC1640.and adjusted by the National Geodetic Survey in February 2000..
 JC1640
 JC1640
 JC1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1640
 JC1640.The geoid height was determined by GEOID03.
 JC1640
 JC1640;                    North         East     Units Scale Factor Converg.
 JC1640;SPC MO E     -   240,587.347   250,908.539   MT  0.99993334   +0 00 22.9
 JC1640;UTM  15      - 4,208,943.987   720,414.616   MT  1.00019840   +1 32 46.3
 JC1640
 JC1640                          SUPERSEDED SURVEY CONTROL
 JC1640
 JC1640  NAD 83(1997)-  38 00 05.03321(N)    090 29 22.75692(W) AD(       ) 4
 JC1640  NAD 83(1986)-  38 00 05.04325(N)    090 29 22.75535(W) AD(       ) 4
 JC1640  NAD 27      -  38 00 04.85500(N)    090 29 22.30500(W) AD(       ) 3
 JC1640
 JC1640.Superseded values are not recommended for survey control.
 JC1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1640.See file dsdata.txt to determine how the superseded data were derived.
 JC1640
 JC1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2041508944(NAD 83)
 JC1640_MARKER: 44 = MICROWAVE MAST
 JC1640
 JC1640  HISTORY     - Date     Condition        Report By
 JC1640  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1640
 JC1640                          STATION DESCRIPTION
 JC1640
 JC1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1640'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF BONNE TERRE
 JC1640'AND ABOUT 1 MILE SOUTHWEST OF HALIFAX.
 JC1640'
 JC1640'THE MAST IS OF STEEL CONSTRUCTION, 100 FEET HIGH WITH A SCREEN
 JC1640'ON TOP.  IT IS PAINTED ORANGE AND WHITE AND HAS A RED LIGHT ON
 JC1640'TOP.  THE TOP OF THE MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2662 ***********************************************************************
 JD2662  DESIGNATION -  HALL
 JD2662  PID         -  JD2662
 JD2662  STATE/COUNTY-  MO/SALINE
 JD2662  USGS QUAD   -  HOUSTONIA (1973)
 JD2662
 JD2662                         *CURRENT SURVEY CONTROL
 JD2662  ___________________________________________________________________
 JD2662* NAD 83(1997)-  38 58 24.03475(N)    093 20 01.78132(W)     ADJUSTED  
 JD2662* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 JD2662  ___________________________________________________________________
 JD2662  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 JD2662  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2662
 JD2662  HORZ ORDER  -  SECOND
 JD2662
 JD2662.The horizontal coordinates were established by classical geodetic methods
 JD2662.and adjusted by the National Geodetic Survey in February 2000..
 JD2662
 JD2662.The orthometric height was scaled from a topographic map.
 JD2662
 JD2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2662
 JD2662.The geoid height was determined by GEOID03.
 JD2662
 JD2662;                    North         East     Units Scale Factor Converg.
 JD2662;SPC MO C     -   348,802.351   427,745.649   MT  0.99999760   -0 31 28.1
 JD2662;UTM  15      - 4,313,871.418   471,082.358   MT  0.99961030   -0 12 35.9
 JD2662
 JD2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2662!SPC MO C     -   0.99996949  x   0.99999760  =   0.99996709
 JD2662!UTM  15      -   0.99996949  x   0.99961030  =   0.99957981
 JD2662
 JD2662|---------------------------------------------------------------------|
 JD2662| PID    Reference Object                     Distance      Geod. Az  |
 JD2662|                                                           dddmmss.s |
 JD2662| JD0722 HALL 2                               97.938 METERS 02504     |
 JD2662| JD0723 C 97                                 65.364 METERS 09127     |
 JD2662| CN6337 HALL AZ MK                                         0942613.1 |
 JD2662| CN6338 HALL RM 2                            22.424 METERS 21116     |
 JD2662| JD2672 SWEET SPRINGS MUNICIPAL TANK        APPROX. 7.4 KM 2614036.2 |
 JD2662| JD0720 HALL 2 AZ MK                                       2705912.3 |
 JD2662| JD2741 CONCORDIA MUNICIPAL TANK            APPROX.20.4 KM 2730925.9 |
 JD2662| JD2739 CONCORDIA ST PAULS LUTH CHURCH      APPROX.20.4 KM 2733615.2 |
 JD2662|---------------------------------------------------------------------|
 JD2662
 JD2662                          SUPERSEDED SURVEY CONTROL
 JD2662
 JD2662  NAD 83(1997)-  38 58 24.03782(N)    093 20 01.78327(W) AD(       ) 2
 JD2662  NAD 83(1986)-  38 58 24.04201(N)    093 20 01.78285(W) AD(       ) 2
 JD2662  NAD 27      -  38 58 23.97363(N)    093 20 01.02902(W) AD(       ) 2
 JD2662
 JD2662.Superseded values are not recommended for survey control.
 JD2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2662.See file dsdata.txt to determine how the superseded data were derived.
 JD2662
 JD2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD7108213871(NAD 83)
 JD2662_MARKER: DS = TRIANGULATION STATION DISK
 JD2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2662
 JD2662  HISTORY     - Date     Condition        Report By
 JD2662  HISTORY     - 1949     MONUMENTED       CGS
 JD2662  HISTORY     - 1961     GOOD             CGS
 JD2662
 JD2662                          STATION DESCRIPTION
 JD2662
 JD2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JD2662'THE STATION IS LOCATED ABOUT 7.3 MILES WEST OF THE JUNCTION OF
 JD2662'U.S. HIGHWAY NO. 40 AND U.S. HIGHWAY NO. 65, 4.7 MILES
 JD2662'EAST-NORTHEAST OF SWEET SPRINGS, 0.1 MILE WEST OF A CROSSROAD,
 JD2662'55 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL BUILDING, 36
 JD2662'FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 40, AND 33.5 FEET
 JD2662'EAST-NORTHEAST OF A TELEPHONE POLE.  IT IS SET FLUSH WITH THE
 JD2662'GROUND AND IS STAMPED, HALL 1949.
 JD2662'
 JD2662'REFERENCE MARK NO. 1 IS BENCH MARK C 97.  IT IS LOCATED IN THE
 JD2662'SOUTHEAST CORNER OF A FARM HOME YARD, 62 FEET SOUTH-SOUTHEAST
 JD2662'OF THE SOUTHEAST CORNER OF A FARM HOUSE, 39.5 FEET NORTH OF THE
 JD2662'CENTER OF U.S. HIGHWAY NO. 40, AND 17 FEET SOUTH OF AN ELM TREE.
 JD2662'IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A SIX INCH
 JD2662'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS STAMPED,
 JD2662'C 97 1935.
 JD2662'
 JD2662'AZIMUTH MARK IS 0.25 MILE EAST OF A CROSSROAD, 29.5 FEET SOUTH
 JD2662'OF THE CENTER OF U.S. HIGHWAY NO. 40, 1.2 FEET WEST OF
 JD2662'A WITNESS POST, AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS
 JD2662'6 INCHES AND IS STAMPED, HALL 1949.
 JD2662'
 JD2662'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 40
 JD2662'AND STATE HIGHWAY NO. 127 IN THE NORTH EDGE OF THE TOWN OF
 JD2662'SWEET SPRINGS, GO EAST ON U.S. HIGHWAY NO. 40 FOR 4.5 MILES
 JD2662'TO THE TOP OF A GRADE AND THE STATION ON THE LEFT.
 JD2662'
 JD2662'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 JD2662'HIGHWAY NO. 40 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 JD2662'
 JD2662'AN 87 FOOT SIGNAL AT SHACKLE 1928 IS VISIBLE AT 50 FEET.
 JD2662'
 JD2662'AN 87 FOOT SIGNAL AT GLENWOOD IS VISIBLE AT 37 FEET.
 JD2662'
 JD2662'AN 87 FOOT SIGNAL AT REID 1928 IS VISIBLE AT 4 FEET.
 JD2662'
 JD2662'A 74 FOOT SIGNAL AT THOMPSON IS VISIBLE AT 37 FEET.
 JD2662'
 JD2662'A 74 FOOT SIGNAL AT SWEET IS VISIBLE AT 4 FEET.
 JD2662'
 JD2662'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2662
 JD2662                          STATION RECOVERY (1961)
 JD2662
 JD2662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JD2662'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JD2662'GOOD CONDITION, EXCEPT THE STATION MARK WAS RECOVERED ABOUT 3
 JD2662'INCHES BELOW THE SURFACE OF A DRIVEWAY TO A SERVICE STATION.
 JD2662'THE DRIVEWAY WAS SURFACED.  CONSTRUCTION OF INTERSTATE HIGHWAY 70
 JD2662'WILL DESTROY THE STATION AND BOTH REFERENCE MARKS.  CONSTRUCTION
 JD2662'OF AN OVERPASS AND INTERSECTION FOR COUNTY ROAD E WILL OBSTRUCT
 JD2662'THE OLD AZIMUTH MARK, SO IT WAS RELOCATED.  FOR DETAILS, SEE
 JD2662'THE DESCRIPTION FOR HALL 2 1961.
 JD2662'
 JD2662'LINE OF SIGHT BETWEEN NEW STATION, HALL 2, AND OLD AZIMUTH MARK
 JD2662'WAS NOT VISIBLE, SO THE FOLLOWING ANGLE WAS MEASURED AT THE
 JD2662'NEW AZIMUTH MARK-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0722 ***********************************************************************
 JD0722  DESIGNATION -  HALL 2
 JD0722  PID         -  JD0722
 JD0722  STATE/COUNTY-  MO/SALINE
 JD0722  USGS QUAD   -  HOUSTONIA (1973)
 JD0722
 JD0722                         *CURRENT SURVEY CONTROL
 JD0722  ___________________________________________________________________
 JD0722* NAD 83(1997)-  38 58 26.91171(N)    093 20 00.05797(W)     ADJUSTED  
 JD0722* NAVD 88     -       228.366  (meters)     749.23   (feet)  ADJUSTED  
 JD0722  ___________________________________________________________________
 JD0722  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 JD0722  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0722  DYNAMIC HT  -         228.221 (meters)     748.76  (feet)  COMP
 JD0722  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 JD0722
 JD0722  HORZ ORDER  -  SECOND
 JD0722  VERT ORDER  -  SECOND    CLASS 0
 JD0722
 JD0722.The horizontal coordinates were established by classical geodetic methods
 JD0722.and adjusted by the National Geodetic Survey in February 2000..
 JD0722
 JD0722.The orthometric height was determined by differential leveling
 JD0722.and adjusted by the National Geodetic Survey in June 1991..
 JD0722
 JD0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0722
 JD0722.The geoid height was determined by GEOID03.
 JD0722
 JD0722.The dynamic height is computed by dividing the NAVD 88
 JD0722.geopotential number by the normal gravity value computed on the
 JD0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0722.degrees latitude (g = 980.6199 gals.).
 JD0722
 JD0722.The modeled gravity was interpolated from observed gravity values.
 JD0722
 JD0722;                    North         East     Units Scale Factor Converg.
 JD0722;SPC MO C     -   348,890.686   427,787.944   MT  0.99999752   -0 31 27.0
 JD0722;UTM  15      - 4,313,959.949   471,124.150   MT  0.99961027   -0 12 34.8
 JD0722
 JD0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0722!SPC MO C     -   0.99996929  x   0.99999752  =   0.99996681
 JD0722!UTM  15      -   0.99996929  x   0.99961027  =   0.99957958
 JD0722
 JD0722|---------------------------------------------------------------------|
 JD0722| PID    Reference Object                     Distance      Geod. Az  |
 JD0722|                                                           dddmmss.s |
 JD0722| JD0724 C 97 RESET                           24.006 METERS 07749     |
 JD0722| JD2662 HALL                                 97.938 METERS 20504     |
 JD0722| JD0721 HALL 2 RM 4                           7.857 METERS 26422     |
 JD0722| JD0720 HALL 2 AZ MK                                       2645606.4 |
 JD0722|---------------------------------------------------------------------|
 JD0722
 JD0722                          SUPERSEDED SURVEY CONTROL
 JD0722
 JD0722  NAD 83(1997)-  38 58 26.91478(N)    093 20 00.05993(W) AD(       ) 2
 JD0722  NAD 83(1986)-  38 58 26.91917(N)    093 20 00.05938(W) AD(       ) 2
 JD0722  NAD 27      -  38 58 26.85060(N)    093 19 59.30567(W) AD(       ) 2
 JD0722  NGVD 29 (??/??/92)  228.281  (m)          748.95   (f) ADJ UNCH    2 0
 JD0722
 JD0722.Superseded values are not recommended for survey control.
 JD0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0722.See file dsdata.txt to determine how the superseded data were derived.
 JD0722
 JD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD7112413960(NAD 83)
 JD0722_MARKER: DS = TRIANGULATION STATION DISK
 JD0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0722_STAMPING: HALL 2 RESET 1962
 JD0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0722+STABILITY: SURFACE MOTION
 JD0722
 JD0722  HISTORY     - Date     Condition        Report By
 JD0722  HISTORY     - 1961     MONUMENTED       CGS
 JD0722  HISTORY     - 1961     GOOD             CGS
 JD0722  HISTORY     - 1962     GOOD             CGS
 JD0722
 JD0722                          STATION DESCRIPTION
 JD0722
 JD0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JD0722'STATION IS LOCATED ABOUT 7 MILES WEST OF THE JUNCTION OF
 JD0722'INTERSTATE HIGHWAY 70 AND U.S. HIGHWAY 65 AND 4 AND 1/2 MILES
 JD0722'EAST OF SWEET SPRINGS AND ABOUT 300 YARDS NORTHWEST OF THE
 JD0722'INTERSECTION OF INTERSTATE HIGHWAY 70 AND COUNTY ROAD E, 200
 JD0722'YARDS WEST OF COUNTY ROAD E, AND 100 YARDS NORTH OF INTERSTATE
 JD0722'HIGHWAY 70 ON THE HIGHWAY RIGHT-OF-WAY, 82 FEET SOUTH-SOUTHWEST
 JD0722'OF THE SOUTHEAST CORNER ON BEN HALLS HOUSE, 81 FEET
 JD0722'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF PROCH ON BEN HALLS
 JD0722'HOUSE, 50 FEET EAST OF THE CENTER OF DRIVEWAY TO THE SAME
 JD0722'HOUSE, 37 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 16 FEET
 JD0722'SOUTH OF HEDGEROW ALONG FRONT OF YARD, AND 1 FOOT SOUTH OF
 JD0722'A STEEL WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 JD0722'STAMPED HALL 2 1961.
 JD0722'
 JD0722'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 JD0722'70 AND STATE HIGHWAY 1 127 NORTH OF SWEET SPRINGS, GO EAST ON
 JD0722'INTERSTATE HIGHWAY 70 FOR 4.0 MILES TO THE AZIMUTH MARK ON THE
 JD0722'RIGHT.  CONTINUE EAST ALONG THE INTERSTATE HIGHWAY 70 FOR 0.5
 JD0722'MILE TO THE INTERSECTION OF COUNTY ROAD E AND THE STATION AS
 JD0722'DESCRIBED.
 JD0722'
 JD0722'REFERENCE MARK NO. 3 IS USC AND GS BENCH MARK C 97 RESET AND
 JD0722'IS EAST OF THE STATION, 185 FEET SOUTH OF POWER POLE WITH
 JD0722'TRANSFORMER, 99 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 85
 JD0722'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF PORCH ON BEN HALLS
 JD0722'HOUSE, AND 1 FOOT WEST OF A STEEL WITNESS POST.  THE MARK WHICH
 JD0722'PROJECTS 4 INCHES IS A STANDARD BENCHMARK DISK SET IN A CONCRETE
 JD0722'CYLINDER 12 INCHES IN DIAMETER, AND IS STAMPED C 97 1935
 JD0722'RESET 1961.
 JD0722'
 JD0722'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 24 FEET EAST OF
 JD0722'THE CENTER OF DRIVEWAY TO HALLS HOUSE, AND 19 FEET
 JD0722'SOUTH-SOUTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 JD0722'4 INCHES AND THE DISK IS STAMPED HALL 2 NO 4 1961.
 JD0722'
 JD0722'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 28 FEET SOUTH
 JD0722'OF THE CENTER OF OLD U.S. HIGHWAY 40 WHICH WILL BE THE SOUTH
 JD0722'ACCESS ROAD TO INTERSTATE HIGHWAY 40, 24 FEET EAST OF THE
 JD0722'CENTER OF FARM DRIVEWAY TO THE FARM BUILDINGS TO C.H. WORLEY,
 JD0722'4 FEET OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, AND 1 FOOT
 JD0722'NORTHEAST OF A STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES
 JD0722'AND THE DISK IS STAMPED HALL 2 1961.
 JD0722'
 JD0722'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 JD0722'ROAD E FOR 0.1 MILE CROSSING OVER INTERSTATE HIGHWAY 70.
 JD0722'TURN RIGHT AND GO WEST ON THE SOUTH ACCESS ROAD TO INTERSTATE
 JD0722'HIGHWAY 70 FOR 0.5 MILE TO THE ENTRANCE TO THE WORLEY FARM
 JD0722'BUILDINGS AND THE AZIMUTH MARK AS DESCRIBED.
 JD0722'
 JD0722'ELEVATIONS WERE TRANSFERRED TO THE FOLLOWING MARKS FROM BENCH
 JD0722'MARK C 97 1935-
 JD0722'BM C 97 RESET       ELEVATION     749.24  FT
 JD0722'HALL 2              ELEVATION     749.02  FT
 JD0722'HALL 2 RM 4         ELEVATION     748.47  FT
 JD0722'
 JD0722'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD0722
 JD0722                          STATION RECOVERY (1961)
 JD0722
 JD0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JD0722'5.5 MI NE FROM SWEET SPRINGS.
 JD0722'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0722'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 4.7 MILES
 JD0722'EAST ALONG INTERSTATE 70, IN THE FRONT YARD OF A PRIVATE HOME
 JD0722'AND ON THE NORTH SIDE OF COUNTY ROAD EE, 189 FEET NORTH OF THE
 JD0722'CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 44 FEET NORTH OF THE
 JD0722'CENTERLINE OF THE COUNTY ROAD, 38 FEET EAST OF A PRIVATE ROAD,
 JD0722'1.4 FEET SOUTH OF A WITNESS POST, ABOUT 8 FEET ABOVE THE WEST
 JD0722'BOUND TRAFFIC LANE, AND SET IN THE TOP OF A CONCRETE POST
 JD0722'PROJECTING 0.1 FOOT.
 JD0722
 JD0722                          STATION RECOVERY (1962)
 JD0722
 JD0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 JD0722'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 JD0722'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 JD0722'
 JD0722'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF MARSHALL, 4.5
 JD0722'MILES EAST OF SWEET SPRINGS AND ON THE NORTH EDGE OF RIGHT-OF-WAY
 JD0722'ALONG U.S. HIGHWAY 40.
 JD0722'
 JD0722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 JD0722'STATE HIGHWAY 127, IN THE NORTH EDGE OF SWEET SPRINGS, GO EAST
 JD0722'ON U.S. HIGHWAY 40 FOR 4.0 MILES TO THE AZIMUTH MARK ON SOUTH
 JD0722'SIDE OF HIGHWAY, CONTINUE EAST ON U.S. HIGHWAY 40 FOR 0.25 MILE
 JD0722'TO SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.05
 JD0722'MILE TO EAST-WEST ROAD.  TURN RIGHT AND GO EAST ON GRAVELED ROAD
 JD0722'FOR 0.25 MILE TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 JD0722'
 JD0722'THE STATION MARK IS A STANDARD DISK STAMPED
 JD0722'HALL 2 1961 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 JD0722'12 INCHES IN DIAMETER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 JD0722'GROUND.  IT IS 80.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 JD0722'HARRY HALL RESIDENCE, 47.0 FEET EAST OF THE CENTER OF DRIVE
 JD0722'ENTRANCE TO HALL RESIDENCE, 42.5 FEET NORTH OF THE CENTER OF
 JD0722'GRAVELED ROAD, 36 FEET EAST-SOUTHEAST OF TELEPHONE POLE AND 1.5
 JD0722'FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 JD0722'
 JD0722'REFERENCE MARK 3 IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 JD0722'DISK STAMPED C 97 1935 RESET 1961 SET IN THE TOP OF A CYLINDRICAL
 JD0722'CONCRETE MONUMENT 12 INCHES IN DIAMETER WHICH PROJECTS ABOUT 2
 JD0722'INCHES ABOVE THE GROUND.  IT IS 85.5 FEET SOUTHEAST OF THE
 JD0722'SOUTHEAST CORNER OF THE HALL RESIDENCE, 35.0 FEET NORTH OF THE
 JD0722'CENTER OF GRAVELED ROAD AND 1.0 FOOT WEST OF METAL WITNESS POST
 JD0722'WITH SIGN.
 JD0722'
 JD0722'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HALL 2
 JD0722'NO 4 1961 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12
 JD0722'INCHES IN DIAMETER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 JD0722'IT IS 43.0 FEET NORTH OF THE CENTER OF GRAVELED ROAD, 22.0 FEET
 JD0722'EAST OF THE CENTER OF DRIVE ENTRANCE TO THE HALL RESIDENCE AND
 JD0722'19.0 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE.
 JD0722'
 JD0722'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HALL 2
 JD0722'1961 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12
 JD0722'INCHES IN DIAMETER WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 JD0722'IT IS 28.0 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40,
 JD0722'(THIS HIGHWAY WILL BE THE SOUTH ACCESS ROAD UPON COMPLETION OF
 JD0722'NEW INTERSTATE HIGHWAY SYSTEM WHICH IS PRESENTLY UNDER
 JD0722'CONSTRUCTION) 23.0 FEET EAST OF THE DRIVE ENTRANCE TO FARM HOUSE
 JD0722'AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0720 ***********************************************************************
 JD0720  DESIGNATION -  HALL 2 AZ MK
 JD0720  PID         -  JD0720
 JD0720  STATE/COUNTY-  MO/SALINE
 JD0720  USGS QUAD   -  HOUSTONIA (1973)
 JD0720
 JD0720                         *CURRENT SURVEY CONTROL
 JD0720  ___________________________________________________________________
 JD0720* NAD 83(1986)-  38 58 24.     (N)    093 20 35.     (W)     SCALED    
 JD0720* NAVD 88     -       223.703  (meters)     733.93   (feet)  ADJUSTED  
 JD0720  ___________________________________________________________________
 JD0720  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0720  DYNAMIC HT  -         223.560 (meters)     733.46  (feet)  COMP
 JD0720  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 JD0720
 JD0720  VERT ORDER  -  SECOND    CLASS 0
 JD0720
 JD0720.The horizontal coordinates were scaled from a topographic map and have
 JD0720.an estimated accuracy of +/- 6 seconds.
 JD0720
 JD0720.The orthometric height was determined by differential leveling
 JD0720.and adjusted by the National Geodetic Survey in June 1991..
 JD0720
 JD0720.The geoid height was determined by GEOID03.
 JD0720
 JD0720.The dynamic height is computed by dividing the NAVD 88
 JD0720.geopotential number by the normal gravity value computed on the
 JD0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0720.degrees latitude (g = 980.6199 gals.).
 JD0720
 JD0720.The modeled gravity was interpolated from observed gravity values.
 JD0720
 JD0720;                    North         East    Units  Estimated Accuracy
 JD0720;SPC MO C     -   348,810.      426,950.      MT  (+/- 180 meters Scaled)
 JD0720
 JD0720                          SUPERSEDED SURVEY CONTROL
 JD0720
 JD0720  NGVD 29 (??/??/92)  223.618  (m)          733.65   (f) ADJ UNCH    2 0
 JD0720
 JD0720.Superseded values are not recommended for survey control.
 JD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0720.See file dsdata.txt to determine how the superseded data were derived.
 JD0720
 JD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD702138(NAD 83)
 JD0720_MARKER: DZ = AZIMUTH MARK DISK
 JD0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0720_STAMPING: HALL 2 1961
 JD0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0720+STABILITY: SURFACE MOTION
 JD0720
 JD0720  HISTORY     - Date     Condition        Report By
 JD0720  HISTORY     - 1961     MONUMENTED       CGS
 JD0720  HISTORY     - 1962     GOOD             NGS
 JD0720
 JD0720                          STATION DESCRIPTION
 JD0720
 JD0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0720'4.9 MI NE FROM SWEET SPRINGS.
 JD0720'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0720'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 4.1 MILES EAST
 JD0720'ALONG INTERSTATE 70, AT THE ENTRANCE TO A PRIVATE HOME, AT A
 JD0720'FENCE CORNER, 100 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 JD0720'TRAFFIC LANE, 28 FEET SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY
 JD0720'40, 4.5 FEET NORTHEAST OF A FENCE CORNER, 1.2 FEET NORTH OF A
 JD0720'WITNESS POST, ABOUT LEVEL WITH HIGHWAY 40, AND SET IN THE TOP
 JD0720'OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0721 ***********************************************************************
 JD0721  DESIGNATION -  HALL 2 RM 4
 JD0721  PID         -  JD0721
 JD0721  STATE/COUNTY-  MO/SALINE
 JD0721  USGS QUAD   -  HOUSTONIA (1973)
 JD0721
 JD0721                         *CURRENT SURVEY CONTROL
 JD0721  ___________________________________________________________________
 JD0721* NAD 83(1986)-  38 58 26.     (N)    093 20 00.     (W)     SCALED    
 JD0721* NAVD 88     -       228.178  (meters)     748.61   (feet)  ADJUSTED  
 JD0721  ___________________________________________________________________
 JD0721  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0721  DYNAMIC HT  -         228.032 (meters)     748.13  (feet)  COMP
 JD0721  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 JD0721
 JD0721  VERT ORDER  -  SECOND    CLASS 0
 JD0721
 JD0721.The horizontal coordinates were scaled from a topographic map and have
 JD0721.an estimated accuracy of +/- 6 seconds.
 JD0721
 JD0721.The orthometric height was determined by differential leveling
 JD0721.and adjusted by the National Geodetic Survey in June 1991..
 JD0721
 JD0721.The geoid height was determined by GEOID03.
 JD0721
 JD0721.The dynamic height is computed by dividing the NAVD 88
 JD0721.geopotential number by the normal gravity value computed on the
 JD0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0721.degrees latitude (g = 980.6199 gals.).
 JD0721
 JD0721.The modeled gravity was interpolated from observed gravity values.
 JD0721
 JD0721;                    North         East    Units  Estimated Accuracy
 JD0721;SPC MO C     -   348,860.      427,790.      MT  (+/- 180 meters Scaled)
 JD0721
 JD0721                          SUPERSEDED SURVEY CONTROL
 JD0721
 JD0721  NGVD 29 (??/??/92)  228.093  (m)          748.34   (f) ADJ UNCH    2 0
 JD0721
 JD0721.Superseded values are not recommended for survey control.
 JD0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0721.See file dsdata.txt to determine how the superseded data were derived.
 JD0721
 JD0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD711139(NAD 83)
 JD0721_MARKER: DR = REFERENCE MARK DISK
 JD0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0721_STAMPING: HALL 2 NO 4
 JD0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0721+STABILITY: SURFACE MOTION
 JD0721
 JD0721  HISTORY     - Date     Condition        Report By
 JD0721  HISTORY     - 1961     MONUMENTED       CGS
 JD0721  HISTORY     - 1962     GOOD             NGS
 JD0721
 JD0721                          STATION DESCRIPTION
 JD0721
 JD0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0721'5.5 MI NE FROM SWEET SPRINGS.
 JD0721'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0721'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 4.7 MILES
 JD0721'EAST ALONG INTERSTATE 70, IN THE FRONT YARD OF A PRIVATE HOME
 JD0721'AND ON THE NORTH SIDE OF COUNTY ROAD EE, 105 FEET WEST OF C 97
 JD0721'RESET, 46 FEET NORTH OF COUNTY ROAD, 26 FEET WEST OF STATION
 JD0721'MARK, ABOUT LEVEL WITH THE COUNTY ROAD, AND SET IN THE TOP OF
 JD0721'A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1704 ***********************************************************************
 JC1704  DESIGNATION -  HALLECK RESET
 JC1704  PID         -  JC1704
 JC1704  STATE/COUNTY-  MO/FRANKLIN
 JC1704  USGS QUAD   -  MOSELLE (1980)
 JC1704
 JC1704                         *CURRENT SURVEY CONTROL
 JC1704  ___________________________________________________________________
 JC1704* NAD 83(1997)-  38 28 07.78970(N)    090 55 25.45788(W)     ADJUSTED  
 JC1704* NAVD 88     -       240.7    (meters)     790.     (feet)  GPS OBS   
 JC1704  ___________________________________________________________________
 JC1704  X           -     -80,614.116 (meters)                     COMP
 JC1704  Y           -  -4,999,736.866 (meters)                     COMP
 JC1704  Z           -   3,946,451.472 (meters)                     COMP
 JC1704  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JC1704  ELLIP HEIGHT-         209.75  (meters)          (02/17/00) GPS OBS
 JC1704  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JC1704
 JC1704  HORZ ORDER  -  FIRST
 JC1704  ELLP ORDER  -  FOURTH    CLASS I
 JC1704
 JC1704.The horizontal coordinates were established by GPS observations
 JC1704.and adjusted by the National Geodetic Survey in February 2000..
 JC1704
 JC1704.The orthometric height was determined by GPS observations and a
 JC1704.high-resolution geoid model.
 JC1704
 JC1704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1704
 JC1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1704
 JC1704.The ellipsoidal height was determined by GPS observations
 JC1704.and is referenced to NAD 83.
 JC1704
 JC1704.The geoid height was determined by GEOID03.
 JC1704
 JC1704;                    North         East     Units Scale Factor Converg.
 JC1704;SPC MO E     -   292,554.435   213,022.600   MT  0.99995017   -0 15 49.0
 JC1704;UTM  15      - 4,259,876.955   681,132.652   MT  1.00000406   +1 17 31.1
 JC1704
 JC1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1704!SPC MO E     -   0.99996709  x   0.99995017  =   0.99991726
 JC1704!UTM  15      -   0.99996709  x   1.00000406  =   0.99997115
 JC1704
 JC1704:                Primary Azimuth Mark                     Grid Az
 JC1704:SPC MO E     -  LABADIE UNION ELEC N STACK               035 54 09.5
 JC1704:UTM  15      -  LABADIE UNION ELEC N STACK               034 20 49.4
 JC1704
 JC1704|---------------------------------------------------------------------|
 JC1704| PID    Reference Object                     Distance      Geod. Az  |
 JC1704|                                                           dddmmss.s |
 JC1704| JC1724 LABADIE UNION ELEC N STACK          APPROX.12.8 KM 0353820.5 |
 JC1704| CI3770 HALLECK AZ MK                                      0605308.5 |
 JC1704| JC1723 ATT MICROWAVE TOWER KAI 81          APPROX.17.0 KM 0623252.9 |
 JC1704| CI3771 HALLECK RM 1                         19.552 METERS 11138     |
 JC1704| JC1694 LONE DELL LOOKOUT TOWER             APPROX.19.3 KM 1445206.2 |
 JC1704| JC1705 790                                   1.335 METERS 18345     |
 JC1704| JC1697 ST CLAIR MUNICIPAL TANK             APPROX.14.4 KM 1994901.9 |
 JC1704| JC1699 ST CLAIR INTL SHOE CO TANK          APPROX.14.2 KM 2002217.6 |
 JC1704| CI3772 HALLECK RM 2                         20.156 METERS 21607     |
 JC1704| JC1453 UNION RADIO STATION KLPW MAST       APPROX.10.7 KM 2775749.7 |
 JC1704| JC1428 WASHINGTON MUNICIPAL TANK           APPROX.13.4 KM 3190706.7 |
 JC1704| JC1729 DUTZOW CATHOLIC CHURCH              APPROX.14.7 KM 3385630.9 |
 JC1704|---------------------------------------------------------------------|
 JC1704
 JC1704                          SUPERSEDED SURVEY CONTROL
 JC1704
 JC1704  NAD 83(1997)-  38 28 07.79361(N)    090 55 25.45848(W) AD(       ) 1
 JC1704  NAD 83(1986)-  38 28 07.80738(N)    090 55 25.45849(W) AD(       ) 1
 JC1704  NAD 83(1986)-  38 28 07.80739(N)    090 55 25.45851(W) AD(       ) 1
 JC1704  NAD 27      -  38 28 07.61800(N)    090 55 24.95000(W) AD(       ) 1
 JC1704  NGVD 29 (07/19/86)  238.1    (m)          781.     (f) VERT ANG       
 JC1704
 JC1704.Superseded values are not recommended for survey control.
 JC1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1704.See file dsdata.txt to determine how the superseded data were derived.
 JC1704
 JC1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8113359877(NAD 83)
 JC1704_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1704_STAMPING: HALLECK 1873 1962
 JC1704_MARK LOGO: CGS   
 JC1704_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1704+STABILITY: SURFACE MOTION
 JC1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1704+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1704
 JC1704  HISTORY     - Date     Condition        Report By
 JC1704  HISTORY     - 1962     MONUMENTED       CGS
 JC1704  HISTORY     - 1964     GOOD             CGS
 JC1704  HISTORY     - 1970     GOOD             USGS
 JC1704  HISTORY     - 1970     GOOD             NGS
 JC1704  HISTORY     - 19920401 GOOD             MODNR
 JC1704  HISTORY     - 19950119 GOOD             MODNR
 JC1704  HISTORY     - 20060922 GOOD             GEOCAC
 JC1704
 JC1704                          STATION DESCRIPTION
 JC1704
 JC1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CHN)
 JC1704'THE STATION WAS RECOVERED.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 JC1704'MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 JC1704'HAS BEEN DESTROYED.  THE HORIZONTAL DISTANCE FROM THE STATION
 JC1704'MARK TO REFERENCE MARK NO. 2 DID NOT CORRESPOND WITH THE 1956
 JC1704'MEASUREMENT.  THE STATION (SURFACE MARK) WAS DUG OUT AND
 JC1704'FOUND PUSHED OVER 0.0445 METERS TO THE NORTHWEST BY A TREE ROOT.
 JC1704'THE TREE ROOT WAS CUT OFF AND A NEW STATION (SURFACE MARK)
 JC1704'WAS SET VERTICALY OVER THE UNDERGROUND MARK.  A NEW
 JC1704'DESCRIPTION FOLLOWS.
 JC1704'
 JC1704'THE STATION IS LOCATEDD ABOUT 5 MILES EAST-NORTHEAST OF UNION,
 JC1704'ABOUT 8 MILES SOUTHEAST OF WASHINGTON, AND ABOUT 2 MILES
 JC1704'NORTH-NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 50 AND 66.  IT IS
 JC1704'IN THE SW 1/4 OF SECTION 16, T. 43 N, R. 1 E.
 JC1704'
 JC1704'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 JC1704'IN UNION, GO SOUTH ON STATE HIGHWAY 47 FOR 0.15 MILE TO THE
 JC1704'JUNCTION OF U.S.HIGHWAY 50.  TURN LEFT AND GO EAST ON U.S.
 JC1704'HIGHWAY 50 FOR 4.95 MILES TO THE JUNCTION OF COUNTY ROUTE 0.
 JC1704'TURN LEFT AND GO NORTH ON COUNTY ROUTE 0 FOR 0.7 MILE TO THE
 JC1704'JUNCTION OF COUNTY ROUTE AT.  CONTINUE NORTH ON COUNTY ROUTE
 JC1704'AT FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 JC1704'WEST ON A GRAVEL ROAD FOR 0.65 MILE TO A T-ROAD.  TURN RIGHT
 JC1704'AND GO NORTHWEST ON A GRAVEL ROAD FOR 1.2 MILES TO A T-ROAD.
 JC1704'TURN LEFT AND GO SOUTHWEST ON A GRAVEL ROAD FOR 0.15 MILE TO
 JC1704'THE STATION SITE ON TOP OF HILL.
 JC1704'
 JC1704'STATION MARK, A STANDARD DISK STAMPED HALLECK 1873 1962,
 JC1704'IS SET IN CONCRETE AT THE CENTER OF A 6-INCH TERRACOTTA PIPE
 JC1704'WHICH IS SURROUNDED BY A MASS OF CONCRETE AND IT PROJECTS
 JC1704'6-INCHES.  IT IS 96 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JC1704'MR. FRANK KUENZELS HOUSE, 40 FEET NORTHEAST OF THE EAST END
 JC1704'OF A WIRE GATE, 35 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 JC1704'AND 14 FEET NORTH OF AN EAST-WEST FENCE LINE.
 JC1704'
 JC1704'UNDERGROUND MARK IS AN EARTHENWARE PYRAMID 32 INCHES BELOW THE
 JC1704'SURFACE OF THE GROUND.
 JC1704'
 JC1704'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HALLECK NO 2 1873
 JC1704'1956, IS SET IN CONCRETE AT THE CENTER OF A 10 BY 10 INCH
 JC1704'CONCRETE POST WHICH PROJECTS 3-INCHES AND IS ABOUT 4 FEET LOWER
 JC1704'THAN THE STATION MARK.  IT IS 20 FEET SOUTH OF THE CENTER OF A
 JC1704'GRAVEL ROAD AND 3 FEET NORTH OF THE NORTHWEST CORNER OF A METAL
 JC1704'COVERED SHED.
 JC1704'
 JC1704'AZIMUTH MARK, A STANDARD DISK STAMPED HALLECK 1873 1956, IS SET
 JC1704'IN CONCRETE AT THE CENTER OF A 10 BY 10 INCH CONCRETE POST
 JC1704'WHICH PROJECTS 4-INCHES.  IT IS 60 FEET SOUTH-SOUTHEAST OF THE
 JC1704'SOUTHEAST CORNER OF A BARN AND 27 FEET NORTHWEST OF THE
 JC1704'CENTER OF A GRAVEL ROAD.
 JC1704'
 JC1704'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON A
 JC1704'GRAVEL ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JC1704'
 JC1704'THE USGS MARK APPEARED TO BE TIPPED SO THAT THE DISTANCE WAS
 JC1704'NOT MEASURED.  CAP FOUND BROKEN AND WAS REPLACED ON PIPE
 JC1704'USING MASTER MIX TO CAP IN PLACE.
 JC1704
 JC1704                          STATION RECOVERY (1964)
 JC1704
 JC1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 JC1704'THIS STATION WAS RECOVERED AS DESCRIBED BY CHN IN 1962 AND ALL
 JC1704'MARKS WERE FOUND AS DESCRIBED, EXCEPT REFERENCE MARK NO. 1
 JC1704'WAS NOT RECOVERED AND THE BRONZE CAP FOR THE USGS MARK HAD BEEN
 JC1704'REMOVED.  THE DIFFERENCE IN THE MEASUREMENT TO R.M. NO. 2 WAS
 JC1704'CHECKED TWICE AND THE DISTANCE WAS FOUND TO BE .035 METER
 JC1704'LONGER THAN THE 1962 MEASUREMENT.  THERE IS A DIFFERENCE OF
 JC1704'ABOUT 8 MINUTES IN THE ANGLE MEASURED TO R.M. NO. 2.  THE ANGLE
 JC1704'MEASUREMENT BETWEEN THE AZIMUTH MARK AND THE AT AND T
 JC1704'MICROWAVE TOWER CHECKED THE 1956 OBSERVATIONS.  THE OLD
 JC1704'DESCRIPTION IS ADEQUATE.
 JC1704'
 JC1704'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JC1704'STATE HIGHWAY 47 IN THE SOUTHEAST EDGE OF THE TOWN OF UNION,
 JC1704'GO EAST ON U.S. HIGHWAY 50 FOR 4.85 MILES TO THE JUNCTION
 JC1704'OF COUNTY ROUTE AT.  TURN LEFT AND GO NORTH ON COUNTY ROUTE
 JC1704'AT FOR 0.8 MILE TO THE JUNCTION OF COUNTY ROUTE O GOING EAST.
 JC1704'CONTINUE NORTH ON COUNTY ROUTE AT FOR 0.2 MILE TO A SIDE
 JC1704'ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A GRAVEL ROAD
 JC1704'FOR 0.65 MILE TO A T-ROAD.  TURN RIGHT AND GO NORTHWEST ON A
 JC1704'GRAVEL ROAD FOR 1.3 MILES TO ANOTHER T-ROAD.  TURN LEFT AND
 JC1704'GO SOUTHWEST ON A GRAVEL ROAD FOR 0.15 MILE TO THE STATION ON
 JC1704'THE RIGHT AS DESCRIBED.
 JC1704
 JC1704                          STATION RECOVERY (1970)
 JC1704
 JC1704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JC1704'STATION RECOVERED.  ALL MARKS FOUND AS DESCRIBED.  1962
 JC1704'DESCRIPTION IS SATISFACTORY.
 JC1704'
 JC1704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7.5 MILES W
 JC1704'OF GRAYS SUMMIT.
 JC1704
 JC1704                          STATION RECOVERY (1970)
 JC1704
 JC1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JFS)
 JC1704'STATION, REFERENCE MARK 2, AND AZIMUTH MARK WERE FOUND IN GOOD
 JC1704'CONDITION AS DESCRIBED.
 JC1704'
 JC1704'THE OLD DESCRIPTION IS ADEQUATE.
 JC1704'
 JC1704'HEIGHT OF LIGHT AT OSAGE 44.81 FT.
 JC1704
 JC1704                          STATION RECOVERY (1992)
 JC1704
 JC1704'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JC1704'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS A STANDARD
 JC1704'USCGS DISK SET IN CONCRETE IN A TERRACOTTA PIPE AND PROJECTS ABOUT 8
 JC1704'INCHES ABOVE THE SURFACE AT THE SOUTH EDGE OF A GARDEN PLOT.  THE
 JC1704'STATION IS LOCATED IN SECTION 16, TOWNSHIP 43 NORTH, RANGE 1 EAST 34.3
 JC1704'FEET (10.5 M) NORTH OF THE CENTERLINE OF ST LOUIS ROCK ROAD, 66.07
 JC1704'FEET (20.14 M) NE OF REFERENCE MONUMENT NO. 2, 4.3 FEET (1.3 M) NORTH
 JC1704'OF A 3 1/2 INCH STEEL PIPE WHICH HAD BEEN THE BENCH MARK (THE CAP IS
 JC1704'NO.GONE AND THE PIPE IS LEANING), 27.9 FT (8.5 M) SE OF THE SE CORNER
 JC1704'POST OF A CHAIN LINK ENCLOSURE AROUND A TELEPHONE RELAY TOWER, 44 FT
 JC1704'EAST OF THE CENTER LINE OF THE ENTRANCE TO THE TOWER SITE AND 2.5 FT
 JC1704'(0.8 M) EAST OF A CARSONITE WITNESS POST THE AZIMUTH MARK IS A
 JC1704'STANDARD U.S.C.G.S. DISK SET IN A 10 INCH SQUARE CONCRETE POST
 JC1704'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE. THE MARK IS ABOUT
 JC1704'ONE-THIRD MILE NE OF THE STATION IN THE NORTH RIGHT-OF-WAY OF ST LOUIS
 JC1704'ROCK ROAD.  IT IS 28 FEET (8.5 M) NORTH OF THE CENTER LINE, 64 FEET
 JC1704'(19.5 M) EAST OF A PRIVATE DRIVE, 63.8 FEET (19.4 M) SE OF THE SE
 JC1704'CORNER OF A LARGE WHITE BARN, AND 18.3 FEET (5.6 M) WEST OF THE CORNER
 JC1704'OF A BOARD FENCE.  THE MARK IS NO LONGER VISIBLE WHEN FOLIAGE IS ON AS
 JC1704'TREES IN THE INTERVENING VALLEY HAVE GROWN TOO TALL. STATION AND
 JC1704'AZIMUTH MARK TO REACH TO REACH THE STATION FROM THE INTERSECTION OF
 JC1704'U.S. HIGHWAY 50 AND INTERSTATE (44), EXIT NO. 247 APPROXIMATELY 11
 JC1704'MILES (17.7 KM) WEST OF PACIFIC, MISSOURI, GO WEST ON HIGHWAY 50 FOR
 JC1704'0.2 MILES (0.3 KM) TO ROUTE (AT).  TURN RIGHT AND GO EAST ON ROUTE
 JC1704'(AT) FOR 0.9 MILES (1.4 KM) TO COUNTY ROAD ON LEFT NAMED HILLTOP ROAD.
 JC1704'TURN LEFT AND GO NORTH ON HILLTOP ROAD 0.7 MILES (1.1 KM) TO WYE
 JC1704'INTERSECTION WITH HERST ROAD.  CONTINUE RIGHT ON HERST ROAD 1.1 MILES
 JC1704'(1.8 KM) TO TEE ROAD INTERSECTION WITH ST LOUIS ROCK ROAD.  TURN LEFT
 JC1704'AND GO WEST ON ST LOUIS ROCK ROAD 0.12 MILES (0.19 KM) TO THE TOP OF
 JC1704'THE HILL TO A GREEN AND WHITE FRAME HOUSE AND METAL BARN ON THE LEFT
 JC1704'AND THE STATION ON THE RIGHT AS DESCRIBED. TO REACH THE AZIMUTH MARK
 JC1704'FROM THE STATION, GO EAST ON ST LOUIS ROCK ROAD ABOUT 0.35 MILES (0.56
 JC1704'KM) TO A TWO STORY FRAME HOUSE AND BARN ON THE LEFT AND THE MARK AS
 JC1704'DESCRIBED. DATE OF REPORT 06-06-1995
 JC1704
 JC1704                          STATION RECOVERY (1995)
 JC1704
 JC1704'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1704'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 JC1704'DESCRIBED. DATE OF REPORT 12-18-1995
 JC1704
 JC1704                          STATION RECOVERY (2006)
 JC1704
 JC1704'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 JC1704'RECOVERED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1896 ***********************************************************************
 JE1896  DESIGNATION -  HALLEY
 JE1896  PID         -  JE1896
 JE1896  STATE/COUNTY-  MO/BATES
 JE1896  USGS QUAD   -  PAPINVILLE (1991)
 JE1896
 JE1896                         *CURRENT SURVEY CONTROL
 JE1896  ___________________________________________________________________
 JE1896* NAD 83(1997)-  38 02 14.76680(N)    094 12 51.01362(W)     ADJUSTED  
 JE1896* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 JE1896  ___________________________________________________________________
 JE1896  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 JE1896  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JE1896
 JE1896  HORZ ORDER  -  THIRD
 JE1896
 JE1896.The horizontal coordinates were established by classical geodetic methods
 JE1896.and adjusted by the National Geodetic Survey in February 2000..
 JE1896
 JE1896.The orthometric height was scaled from a topographic map.
 JE1896
 JE1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1896
 JE1896.The geoid height was determined by GEOID03.
 JE1896
 JE1896;                    North         East     Units Scale Factor Converg.
 JE1896;SPC MO W     -   207,643.466   875,090.895   MT  0.99994893   +0 10 34.0
 JE1896;UTM  15      - 4,210,664.240   393,451.352   MT  0.99973982   -0 44 53.6
 JE1896
 JE1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1896!SPC MO W     -   0.99996497  x   0.99994893  =   0.99991390
 JE1896!UTM  15      -   0.99996497  x   0.99973982  =   0.99970480
 JE1896
 JE1896|---------------------------------------------------------------------|
 JE1896| PID    Reference Object                     Distance      Geod. Az  |
 JE1896|                                                           dddmmss.s |
 JE1896| CN6339 HALLEY RM 1                           4.839 METERS 05246     |
 JE1896| CN6340 HALLEY RM 2                           5.915 METERS 14352     |
 JE1896| HE0906 TIMBER                              APPROX.10.4 KM 2420220.7 |
 JE1896|---------------------------------------------------------------------|
 JE1896
 JE1896                          SUPERSEDED SURVEY CONTROL
 JE1896
 JE1896  NAD 83(1997)-  38 02 14.76700(N)    094 12 51.01355(W) AD(       ) 3
 JE1896  NAD 83(1997)-  38 02 14.77576(N)    094 12 51.01172(W) AD(       ) 3
 JE1896  NAD 83(1986)-  38 02 14.77655(N)    094 12 51.01087(W) AD(       ) 3
 JE1896  NAD 27      -  38 02 14.66000(N)    094 12 50.19300(W) AD(       ) 3
 JE1896
 JE1896.Superseded values are not recommended for survey control.
 JE1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1896.See file dsdata.txt to determine how the superseded data were derived.
 JE1896
 JE1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9345110664(NAD 83)
 JE1896_MARKER: DD = SURVEY DISK
 JE1896_SETTING: 66 = SET IN ROCK OUTCROP
 JE1896_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 JE1896
 JE1896  HISTORY     - Date     Condition        Report By
 JE1896  HISTORY     - 1948     MONUMENTED       CGS
 JE1896
 JE1896                          STATION DESCRIPTION
 JE1896
 JE1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1896'STATION IS LOCATED ABOUT 5.5 MILES WEST AND 1 MILE NORTH OF SCHELL
 JE1896'CITY, 2.3 MILES SOUTHEAST OF PAPINSVILLE ON HALLEY BLUFFS.  IT
 JE1896'IS 6 FEET EAST OF WEST EDGE AND 7 FEET SOUTH OF NORTH EDGE OF THE
 JE1896'LARGE ROCK BLUFF AND ABOUT 40 YARDS WEST AND LOWER THAN A TRACK
 JE1896'ROAD.  IT IS STAMPED HALLEY 1948.
 JE1896'
 JE1896'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE AT THE NORTH EDGE OF
 JE1896'THE ROCK.  IT IS STAMPED HALLEY NO 1 1948.
 JE1896'
 JE1896'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE AT THE SOUTHEAST EDGE
 JE1896'OF THE ROCK, 3 FEET LOWER THAN THE STATION MARK AND IS STAMPED
 JE1896'HALLEY NO 2 1948.
 JE1896'
 JE1896'NO SUITABLE PLACE FOR AN AZIMUTH WAS FOUND.
 JE1896'
 JE1896'TO REACH THE STATION FROM THE FIRST INTERSECTION NORTH OF THE POST
 JE1896'OFFICE IN SCHELL CITY, GO WEST 0.5 MILE TO A T-INTERSECTION WITH
 JE1896'COUNTY ROUTE C. TURN SOUTH THEN WEST ON COUNTY ROUTE C FOR 2.15
 JE1896'MILES TO WHERE THE HIGHWAY TURNS SOUTH, LEAVE THE HIGHWAY AND
 JE1896'CONTINUE WEST FOR 1.5 MILES TO A CROSSROAD AND A SCHOOL HOUSE TO
 JE1896'THE NORTHWEST OF THE INTERSECTION, CONTINUE WEST FOR 0.8 MILE TO
 JE1896'A T-ROAD, TURN RIGHT, NORTH, FOR 0.9 MILE TO ANOTHER T-ROAD
 JE1896'AND A BASEMENT TYPE CHURCH JUST NORTHWEST OF THE INTERSECTION,
 JE1896'TURN LEFT AND GO ABOUT 75 YARDS TO A TRACK ROAD LEADING
 JE1896'NORTHWEST AND CURVING SOUTH THROUGH THE WOODS FOR 0.15 MILE.
 JE1896'THE STATION IS ABOUT 40 YARDS TO THE RIGHT, ON THE WEST EDGE
 JE1896'OF THE ROCK BLUFF.
 JE1896'
 JE1896'A 60 FOOT SIGNAL AT TIMBER IS VISIBLE AT 4 FEET.
 JE1896'
 JE1896'A 74 FOOT SIGNAL AT PANAMA IS VISIBLE AT 4 FEET.
 JE1896'
 JE1896'AN 87 FOOT SIGNAL AT HAPPY IS VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1057 ***********************************************************************
 KD1057  DESIGNATION -  HALLSVILLE
 KD1057  PID         -  KD1057
 KD1057  STATE/COUNTY-  MO/BOONE
 KD1057  USGS QUAD   -  CENTRALIA (1979)
 KD1057
 KD1057                         *CURRENT SURVEY CONTROL
 KD1057  ___________________________________________________________________
 KD1057* NAD 83(1997)-  39 08 45.11952(N)    092 10 27.39245(W)     ADJUSTED  
 KD1057* NAVD 88     -       274.35   (+/-2cm)     900.1    (feet)  VERTCON   
 KD1057  ___________________________________________________________________
 KD1057  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 KD1057  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD1057
 KD1057  HORZ ORDER  -  THIRD
 KD1057  VERT ORDER  -  THIRD ? (See Below)
 KD1057
 KD1057.The horizontal coordinates were established by classical geodetic methods
 KD1057.and adjusted by the National Geodetic Survey in February 2000..
 KD1057
 KD1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1057.The vertical order pertains to the NGVD 29 superseded value.
 KD1057
 KD1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1057
 KD1057.The geoid height was determined by GEOID03.
 KD1057
 KD1057;                    North         East     Units Scale Factor Converg.
 KD1057;SPC MO C     -   367,673.886   528,156.454   MT  0.99994309   +0 12 20.3
 KD1057;UTM  15      - 4,333,288.356   571,354.383   MT  0.99966269   +0 31 16.7
 KD1057
 KD1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1057!SPC MO C     -   0.99996207  x   0.99994309  =   0.99990516
 KD1057!UTM  15      -   0.99996207  x   0.99966269  =   0.99962477
 KD1057
 KD1057:                Primary Azimuth Mark                     Grid Az
 KD1057:SPC MO C     -  CENTRALIA PAN E PL CO RAD MAST           103 26 53.4
 KD1057:UTM  15      -  CENTRALIA PAN E PL CO RAD MAST           103 07 57.0
 KD1057
 KD1057|---------------------------------------------------------------------|
 KD1057| PID    Reference Object                     Distance      Geod. Az  |
 KD1057|                                                           dddmmss.s |
 KD1057| KD1054 CENTRALIA PAN E PL CO RAD MAST      APPROX. 3.2 KM 1033913.7 |
 KD1057| AJ6824 HALLSVILLE AZ MK                    365.653 METERS 18253     |
 KD1057| KD0090 F 124                                34.011 METERS 22357     |
 KD1057| AJ6842 HALLSVILLE RM 3                      26.972 METERS 31702     |
 KD1057| CL8648 HALLSVILLE RM 2                      28.252 METERS 35336     |
 KD1057|---------------------------------------------------------------------|
 KD1057
 KD1057                          SUPERSEDED SURVEY CONTROL
 KD1057
 KD1057  NAD 83(1997)-  39 08 45.12786(N)    092 10 27.39711(W) AD(       ) 3
 KD1057  NAD 83(1986)-  39 08 45.12916(N)    092 10 27.39870(W) AD(       ) 3
 KD1057  NAD 27      -  39 08 44.96730(N)    092 10 26.75050(W) AD(       ) 3
 KD1057  NGVD 29 (07/19/86)  274.33   (m)          900.0    (f) LEVELING    3  
 KD1057
 KD1057.Superseded values are not recommended for survey control.
 KD1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1057.See file dsdata.txt to determine how the superseded data were derived.
 KD1057
 KD1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7135433288(NAD 83)
 KD1057_MARKER: DS = TRIANGULATION STATION DISK
 KD1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1057_STAMPING: HALLSVILLE 1949
 KD1057_MARK LOGO: CGS   
 KD1057_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KD1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1057+STABILITY: SURFACE MOTION
 KD1057
 KD1057  HISTORY     - Date     Condition        Report By
 KD1057  HISTORY     - 1949     MONUMENTED       CGS
 KD1057  HISTORY     - 1963     GOOD             CGS
 KD1057  HISTORY     - 1967     GOOD             CGS
 KD1057  HISTORY     - 19850615 GOOD             NGS
 KD1057  HISTORY     - 1990     GOOD             USPSQD
 KD1057
 KD1057                          STATION DESCRIPTION
 KD1057
 KD1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1057'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHWEST OF
 KD1057'CENTRALIA, 3.0 MILES NORTHEAST OF HALLSVILLE, ALONG THE NORTHWEST
 KD1057'RIGHT-OF-WAY OF RAILROAD.  IT IS 51 FEET NORTHWEST OF THE
 KD1057'NORTHWEST RAIL OF THE RAILROAD, 35 FEET EAST OF THE CENTERLINE OF
 KD1057'THE NORTH AND SOUTH ROAD, 13 FEET EAST-NORTHEAST OF A WITNESS
 KD1057'POST AND 3 FEET NORTHWEST OF THE RAILROAD RIGHT-OF-WAY
 KD1057'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KD1057'HALLSVILLE 1949.
 KD1057'
 KD1057'BENCH MARK, F 124 (R.M. NO. 1) IS 47 FEET NORTHWEST OF
 KD1057'THE NORTHWEST RAIL OF THE RAILROAD AND 40
 KD1057'FEET WEST OF THE CENTERLINE OF THE NORTH AND SOUTH ROAD.
 KD1057'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED F 124 1935.
 KD1057'
 KD1057'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 KD1057'HALLSVILLE TO BENCH MARK F 124.  IT IS 34.011 METERS (111.58 FEET)
 KD1057'SOUTHWEST OF THE STATION.
 KD1057'
 KD1057'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 19
 KD1057'FEET EAST OF THE CENTERLINE OF THE NORTH AND SOUTH ROAD
 KD1057'AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND
 KD1057'THE DISK IS STAMPED HALLSVILLE NO 2 1949.
 KD1057'
 KD1057'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION, 34
 KD1057'FEET EAST OF THE CENTERLINE OF THE ROAD, 15 FEET EAST OF A
 KD1057'FENCE CORNER, 2 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF
 KD1057'THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KD1057'HALLSVILLE 1949.
 KD1057'
 KD1057'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 124 AND 22 IN
 KD1057'THE NORTH EDGE OF CENTRALIA, GO SOUTH THROUGH TOWN ON HIGHWAY
 KD1057'124 FOR 4.9 MILES TO CROSSROADS, TURN RIGHT (WEST) 2.2
 KD1057'MILES TO INTERSECTION WITH A NORTH AND SOUTH ROAD, TURN
 KD1057'RIGHT (NORTH) ACROSS RAILROAD TRACKS AND THE STATION AS
 KD1057'DESCRIBED.
 KD1057'
 KD1057'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.25
 KD1057'MILE TO A HOUSE ON THE RIGHT AND THE MARK ON THE LEFT.
 KD1057'
 KD1057'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1057
 KD1057                          STATION RECOVERY (1963)
 KD1057
 KD1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KD1057'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KD1057'GOOD CONDITION THE STATION MARK IS 50 FEET NORTHWEST OF THE
 KD1057'NORTHWEST RAIL OF THE WABASH RAILROAD, 23 FEET WEST-SOUTHWEST
 KD1057'OF A POWER POLE AND FENCE CORNER, 3 FEET NORTHWEST OF THE RAILROAD
 KD1057'RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST
 KD1057'WITH SIGN.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KD1057'HALLSVILLE 1949.
 KD1057'
 KD1057'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 30 FEET
 KD1057'EAST OF THE CENTER OF ROAD, 14 FEET WEST-NORTHWEST OF POWER
 KD1057'POLE, 12 FEET NORTH OF THE CENTER OF FIELD ENTRANCE, AND
 KD1057'2.5 FEET WEST OF THE END POST IN AN EAST-WEST FENCE.  THE
 KD1057'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HALLSVILLE 1949.
 KD1057
 KD1057                          STATION RECOVERY (1967)
 KD1057
 KD1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1057'STATION MARK, REFERENCE MARK NO. 1 (B.M. F 124), AND THE
 KD1057'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KD1057'REFERENCE MARK NO. 2 WAS DESTROYED BY ROAD CONSTRUCTION.
 KD1057'
 KD1057'REFERENCE MARK NO. 3 WAS SET.
 KD1057'
 KD1057'A COMPLETE DESCRTIPTION FOLLOWS.
 KD1057'
 KD1057'TO REACH THE STATION FROM THE POST OFFICE IN CENTRALIA, GO
 KD1057'EAST THEN SOUTH ON STATE HIGHWAY 124 FOR 4.4 MILES TO A CROSSROAD
 KD1057'AND WHERE COUNTY ROAD FF TURNS EAST.  TURN RIGHT AND GO WEST
 KD1057'ON A GRAVELED ROAD FOR 2.15 MILES TO A T-INTERSECTION.  TURN
 KD1057'RIGHT CROSSING RAILROAD TRACK AND THE STATION ON THE NORTH
 KD1057'SIDE OF THE RAILROAD TRACK.
 KD1057'
 KD1057'STATION MARK, A STANDARD DISK STAMPED HALLSVILLE 1949, IS
 KD1057'SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KD1057'IT IS 50 FEET NORTHWEST OF THE NORTHWEST RAIL OF RAILROAD
 KD1057'TRACK, 34 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 23
 KD1057'FEET WEST-SOUTHWEST OF POWERLINE POLE AT A FENCE CORNER, 3
 KD1057'FEET NORTHWEST OF A RIGHT-OF-WAY FENCE LINE, AND 1 FOOT SOUTH
 KD1057'OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 KD1057'INSPECTED.
 KD1057'
 KD1057'B.M. F 124 (REFERENCE MARK NO. 1, A STANDARD BENCH MARK DISK
 KD1057'STAMPED F 124 1935, IS SET IN THE TOP OF A SQUARE CONCRETE
 KD1057'POST WHICH PROJECTS 6 INCHES.  IT IS 47 FEET NORTHWEST OF
 KD1057'THE NORTHWEST RAIL, 40 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 KD1057'ROAD, 17 FEET SOUTHWEST OF THE NORTHEAST BRACE POST, 1 FOOT
 KD1057'SOUTHWEST OF A METAL WITNESS POST, AND 1 FOOT SOUTHEAST OF
 KD1057'THE RIGHT-OF-WAY FENCE.
 KD1057'
 KD1057'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HALLSVILLE 1949 NO. 3
 KD1057'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KD1057'INCH.  IT IS 47.5 FEET NORTH OF A T-FENCE CORNER POST, 29
 KD1057'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, AND 1 FOOT
 KD1057'EAST OF A FENCE.
 KD1057'
 KD1057'AZIMUTH MARK, A STANDARD DISK STAMPED HALLSVILLE 1949, IS
 KD1057'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KD1057'IT IS 30 FEET EAST OF THE NORTH-SOUTH ROAD, 14 FEET WEST-NORTHWEST
 KD1057'OF A POWERLINE POLE WITH A TRANSFORMER, 12 FEET NORTH OF THE
 KD1057'CENTER OF A FIELD ENTRANCE, 3 FEET WEST OF A GATE POST, AND 1 FOOT
 KD1057'NORTH OF A METAL WITNESS POST.
 KD1057'
 KD1057'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 KD1057'GRAVELED ROAD FOR 0.25 MILE TO A HOUSE ON THE RIGHT AND THE
 KD1057'MARK ON THE LEFT.
 KD1057'
 KD1057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES NE
 KD1057'OF HALLSVILLE
 KD1057
 KD1057                          STATION RECOVERY (1985)
 KD1057
 KD1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KD1057'THE SURFACE STATION MARK, BENCH MARK F 124, REFERENCE MARK 3 AND THE
 KD1057'AZIMUTH MARK WERE ALL RECOVERED IN GOOD CONDITION.  ALLOWABLE CHECKS
 KD1057'WERE OBTAINED TO THE BENCH MARK AND RM 3.  NO LANDMARKS ARE GROUND
 KD1057'VISIBLE.  THE UNDERGROUND MARK WAS NOT INSPECTED.  DUE TO CHANGES AT
 KD1057'THE SITE AND ROAD CHANGES, A COMPLETE, NEW DESCRIPTION FOLLOWS.  THE
 KD1057'STATION IS LOCATED ABOUT 8 KM (4.95 MI) S SE OF CENTRALIA, 4.8 KM
 KD1057'(3.00 MI) NE OF HALLSVILLE AND AT A T-ROAD INTERSECTION AT A RAILROAD
 KD1057'CROSSING.  OWNERSHIP- BOONE COUNTY ROAD RIGHT-OF-WAY. TO REACH THE
 KD1057'STATION FROM THE JUNCTION OF STATE HWY 124 WITH STATE ROADS OO AND B
 KD1057'IN HALLSVILLE, GO NE ON HWY 124 FOR 3.38 KM (2.10 MI) TO DAVIS ROAD ON
 KD1057'THE RIGHT.  TURN RIGHT AND GO E ON DAVIS ROAD, A GRAVELED ROAD, FOR
 KD1057'1.85 KM (1.15 MI) TO A CURVE TO THE LEFT AND N AND A PRIVATE DRIVE
 KD1057'STRAIGHT AHEAD.  TURN LEFT AND GO N ON A GRAVELED ROAD FOR 0.40 KM
 KD1057'(0.25 MI) TO A HOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT, AT
 KD1057'AN E/W FENCE LINE. CONTINUE N ON THE GRAVELED ROAD FOR 0.40 KM (0.25
 KD1057'MI) TO A SIDE ROAD ON THE RIGHT AT A RAILROAD CROSSING AND THE STATION
 KD1057'ON THE RIGHT, JUST N OF THE CROSSING.  THE STATION MAY ALSO BE REACHED
 KD1057'FROM CENTRALIA, BY GOING E ON E SINGLETON STREET FOR 0.32 KM (0.20 MI)
 KD1057', FROM THE NE CORNER OF THE CITY SQUARE, TO S JEFFERSON STREET.  TURN
 KD1057'RIGHT AND GO S ON S JEFFERSON STREET AND STATE ROAD Z FOR 7.0 KM (4.35
 KD1057'MI) TO THE JUNCTION WITH STATE ROAD FF ON THE LEFT AND KROEGER ROAD ON
 KD1057'THE RIGHT.  TURN RIGHT AND GO W ON KROEGER ROAD, A GRAVELED ROAD, FOR
 KD1057'2.98 KM (1.85 MI) TO A CURVE LEFT AT A RAILROAD.  CONTINUE SW, ALONG
 KD1057'THE S SIDE OF THE RAILROAD FOR 0.48 KM (0.30 MI) TO A N/S ROAD AND THE
 KD1057'STATION ON THE RIGHT, JUST N OF THE RAILROAD AND E OF THE N/S ROAD.
 KD1057'THE STATION IS A STANDARD CGS DISK STAMPED HALLSVILLE 1949, SET INTO
 KD1057'THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER
 KD1057'PROJECTING 5 CM OR 2 INCHES ABOVE THE GROUND LOCATED 15.24 M (50.00
 KD1057'FT) NW FROM THE NW RAIL OF THE TRACKS, 10.4 M (34.1 FT) E FROM THE
 KD1057'CENTERLINE OF THE ROAD, 7.01 M (23.00 FT) SW FROM A POWERLINE NUMBERED
 KD1057'23694, WHICH IS ALSO A FENCE POST, AND 0.30 M (0.98 FT) S FROM A NEW
 KD1057'WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS BENCH MARK DISK,
 KD1057'STAMPED F 124 1935, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15
 KD1057'CM OR 6 INCHES IN DIAMETER PROJECTING 10 CM OR 4 INCHES ABOVE THE
 KD1057'GROUND LOCATED 14.32 M (46.98 FT) NW FROM THE NW RAIL OF THE TRACK,
 KD1057'12.2 M (40.0 FT) W FROM THE CENTERLINE OF THE ROAD, 0.46 M (1.51 FT)
 KD1057'SE FROM A FENCE, 0.24 M (0.79 FT) E FROM A WITNESS POST, AND 0.1 M
 KD1057'(0.3 FT) ABOVE THE STATION.  REFERENCE MARK NO 3 IS A STANDARD CGS
 KD1057'DISK STAMPED HALLSVILLE 1949 NO 3 1967, SET INTO THE TOP OF A ROUND
 KD1057'CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER FLUSH WITH GROUND
 KD1057'LOCATED 14.48 M (47.51 FT) N FROM A T-FENCE CORNER, 8.8 M (28.9 FT) W
 KD1057'FROM THE CENTERLINE OF THE ROAD, 8.7 M (28.5 FT) N FROM THE CENTERLINE
 KD1057'OF A FIELD ENTRANCE AND A GATE, 0.30 M (0.98 FT) S FROM AN OLD WITNESS
 KD1057'POST, AND 1.1 M (3.6 FT) BELOW THE STATION.  AZIMUTH MARK NO 1 IS A
 KD1057'STANDARD CGS DISK STAMPED HALLSVILLE 1949, SET INTO THE TOP OF A
 KD1057'SQUARE CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER PROJECTING 15
 KD1057'CM OR 6 INCHES ABOVE THE GROUND LOCATED 9.1 M (29.9 FT) E FROM THE
 KD1057'CENTERLINE OF THE ROAD, 4.27 M (14.01 FT) WNW FROM A POWERLINE POLE
 KD1057'NUMBERED 23687, 4.3 M (14.1 FT) N FROM A FIELD ENTRANCE, AND 0.30 M
 KD1057'(0.98 FT) SW FROM A NEW WITNESS POST.  TO REACH THE AZIMUTH MARK FROM
 KD1057'THE STATION GO S ON THE GRAVELED ROAD TO THE MARK ON THE LEFT, AT AN
 KD1057'E/W FENCELINE AND OPPOSITE A HOUSE ON THE RIGHT.  -THE STATION, WHICH
 KD1057'WAS SET IN 1949 AND POSITIONED BY ELECTRONIC TRAVERSE FROM HALLSVILLE
 KD1057'1949, IS LOCATED ABOUT 8.5 KM (5.30 MI) S OF CENTRALIA, 4.4 KM (2.75
 KD1057'MI) NE OF HALLSVILLE AND ON ROAD RIGHT-OF-WAY.  TO REACH THE STATION
 KD1057'FROM THE JUNCTION OF STATE HWY 124 AND STATE ROADS OO AND B, IN
 KD1057'HALLSVILLE, GO NE ON HWY 124 FOR 3.38 KM (2.10 MI) TO DAVIS ROAD ON
 KD1057'THE RIGHT.  TURN RIGHT AND GO E ON DAVIS ROAD FOR 1.85 KM (1.15 MI) TO
 KD1057'A ROAD LEFT.  TURN LEFT AND GO N FOR 0.40 KM (0.25 MI) TO THE STATION
 KD1057'ON THE RIGHT, OPPOSITE A HOUSE ON THE LEFT, AND AT AN E/W FENCELINE.
 KD1057'THE STATION IS A STANDARD CGS DISK, STAMPED HALLSVILLE 1949, SET INTO
 KD1057'THE TOP OF A 30 CM OR 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KD1057'15 CM OR 6 CM ABOVE THE GROUND.  IT IS 9.1 M (29.9 FT) E FROM THE
 KD1057'CENTERLINE OF THE ROAD, 4.27 M (14.01 FT) W NW FROM A POWER LINE POLE
 KD1057'NUMBERED 23687, 4.3 M (14.1 FT) N FROM THE CENTER OF A FIELD ENTRANCE
 KD1057'AND 0.30 M (0.98 FT) SW FROM A NEW WITNESS POST.  DESCRIBED BY J A
 KD1057'ODUM-.
 KD1057
 KD1057                          STATION RECOVERY (1990)
 KD1057
 KD1057'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1343 ***********************************************************************
 HD1343  DESIGNATION -  HALLTOWN
 HD1343  PID         -  HD1343
 HD1343  STATE/COUNTY-  MO/GREENE
 HD1343  USGS QUAD   -  HALLTOWN NE (1969)
 HD1343
 HD1343                         *CURRENT SURVEY CONTROL
 HD1343  ___________________________________________________________________
 HD1343* NAD 83(1997)-  37 11 48.72352(N)    093 35 51.28099(W)     ADJUSTED  
 HD1343* NAVD 88     -       394.9    (meters)    1296.     (feet)  GPS OBS   
 HD1343  ___________________________________________________________________
 HD1343  X           -    -319,207.390 (meters)                     COMP
 HD1343  Y           -  -5,077,080.838 (meters)                     COMP
 HD1343  Z           -   3,835,040.222 (meters)                     COMP
 HD1343  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 HD1343  ELLIP HEIGHT-         365.36  (meters)          (02/17/00) GPS OBS
 HD1343  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HD1343
 HD1343  HORZ ORDER  -  FIRST
 HD1343  ELLP ORDER  -  FOURTH    CLASS I
 HD1343
 HD1343.The horizontal coordinates were established by GPS observations
 HD1343.and adjusted by the National Geodetic Survey in February 2000..
 HD1343
 HD1343.The orthometric height was determined by GPS observations and a
 HD1343.high-resolution geoid model.
 HD1343
 HD1343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1343
 HD1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1343
 HD1343.The ellipsoidal height was determined by GPS observations
 HD1343.and is referenced to NAD 83.
 HD1343
 HD1343.The geoid height was determined by GEOID03.
 HD1343
 HD1343;                    North         East     Units Scale Factor Converg.
 HD1343;SPC MO C     -   151,863.666   402,560.073   MT  1.00005025   -0 39 49.0
 HD1343;SPC MO W     -   114,697.865   930,114.708   MT  1.00002021   +0 32 44.1
 HD1343;UTM  15      - 4,116,879.100   446,966.987   MT  0.99963464   -0 21 40.6
 HD1343
 HD1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1343!SPC MO C     -   0.99994267  x   1.00005025  =   0.99999292
 HD1343!SPC MO W     -   0.99994267  x   1.00002021  =   0.99996288
 HD1343!UTM  15      -   0.99994267  x   0.99963464  =   0.99957733
 HD1343
 HD1343|---------------------------------------------------------------------|
 HD1343| PID    Reference Object                     Distance      Geod. Az  |
 HD1343|                                                           dddmmss.s |
 HD1343| CN6344 HALLTOWN RM 1                        26.441 METERS 10802     |
 HD1343| CN6345 HALLTOWN RM 2                        27.545 METERS 19058     |
 HD1343| CN6343 HALLTOWN AZ MK                                     2295555.5 |
 HD1343| HD1352 MILLER MUNICIPAL TANK               APPROX.21.6 KM 2751246.9 |
 HD1343| HD1337 LAWRENCEBURG RADIO KAK 97 MAST      APPROX.10.3 KM 3065709.7 |
 HD1343| HD1340 EVERTON RADIO STA KAJ 71 TWR        APPROX.15.0 KM 3233103.0 |
 HD1343|---------------------------------------------------------------------|
 HD1343
 HD1343                          SUPERSEDED SURVEY CONTROL
 HD1343
 HD1343  NAD 83(1997)-  37 11 48.72366(N)    093 35 51.28094(W) AD(       ) 1
 HD1343  NAD 83(1986)-  37 11 48.73483(N)    093 35 51.28265(W) AD(       ) 1
 HD1343  NAD 83(1997)-  37 11 48.73483(N)    093 35 51.28265(W) AD(       ) 1
 HD1343  NAD 83(1986)-  37 11 48.73606(N)    093 35 51.28124(W) AD(       ) 1
 HD1343  NAD 27      -  37 11 48.55110(N)    093 35 50.55910(W) AD(       ) 1
 HD1343
 HD1343.Superseded values are not recommended for survey control.
 HD1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1343.See file dsdata.txt to determine how the superseded data were derived.
 HD1343
 HD1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4696716879(NAD 83)
 HD1343_MARKER: DS = TRIANGULATION STATION DISK
 HD1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1343_STAMPING: HALLTOWN 1959
 HD1343_MARK LOGO: CGS   
 HD1343_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 HD1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1343+STABILITY: SURFACE MOTION
 HD1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1343+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1996
 HD1343
 HD1343  HISTORY     - Date     Condition        Report By
 HD1343  HISTORY     - 1959     MONUMENTED       CGS
 HD1343  HISTORY     - 1960     GOOD             CGS
 HD1343  HISTORY     - 19960823 GOOD             MODNR
 HD1343
 HD1343                          STATION DESCRIPTION
 HD1343
 HD1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1343'THE STATION IS ABOUT 2 MILES NORTHEAST OF HALLTOWN AND 8 MILES
 HD1343'NORTHWEST OF REPUBLIC IN THE NW 1/4 OF SEC. 30, T. 29 N.,
 HD1343'R. 24 W. ON THE PROPERTY OF MR. A. HOGANMILLER.  IT IS 92 FEET
 HD1343'NORTH OF A WIRE FENCE, 87 FEET NORTHWEST OF THE NORTHWEST
 HD1343'CORNER OF A SMALL BARN, 60 FEET WEST OF THE SOUTHWEST ONE OF
 HD1343'TWO OAK TREES, AND 90 FEET NORTHEAST OF A WHITE WITNESS POST.
 HD1343'THE MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED
 HD1343'HALLTOWN 1959.
 HD1343'
 HD1343'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 HD1343'COUNTY HIGHWAY Z IN HALLTOWN, GO EAST ON HIGHWAY 66 FOR 1.25
 HD1343'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON HIGHWAY
 HD1343'66 FOR 0.35 MILE TO MR. HOGANMILLERS HOME ON THE LEFT.  CONTINUE
 HD1343'EAST ON HIGHWAY 66 FOR ABOUT 0.05 MILE TO A NARROW GRAVELED SIDE
 HD1343'ROAD LEFT AND A ROCK HOUSE ON THE LEFT.  TURN LEFT AND PASS
 HD1343'THROUGH WOODEN GATE AT THE WEST EDGE OF A GARAGE, THEN GO NORTH
 HD1343'ON THE NARROW GRAVELED ROAD FOR 0.25 MILE TO ANOTHER WOODEN
 HD1343'GATE.  PASS THROUGH THIS GATE AND GO NORTH ON THE TRACK ROAD FOR
 HD1343'0.1 MILE TO GATE AT TOP OF HILL.  PASS THROUGH THIS GATE AND
 HD1343'FOLLOW THE TRACK ROAD WEST FOR 0.05 MILE TO THE
 HD1343'STATION.
 HD1343'
 HD1343'REFERENCE MARK 1 IS 65 FEET NORTH OF A FENCE CORNER, 32 FEET
 HD1343'SOUTHEAST OF A 14 INCH OAK TREE, AND 1 FOOT SOUTHWEST OF THE
 HD1343'NORTHWEST CORNER OF THE SMALL BARN.  THE MONUMENT IS FLUSH
 HD1343'AND THE DISK IS STAMPED HALLTOWN NO 1 1959.
 HD1343'
 HD1343'REFERENCE MARK 2 IS 62 FEET SOUTHWEST OF A 14 INCH OAK
 HD1343'TREE, 1 FOOT NORTH OF A FENCE, AND 2 FEET SOUTHEAST OF A
 HD1343'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HD1343'HALLTOWN NO 2 1959.
 HD1343'
 HD1343'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 HD1343'66, 14 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE,
 HD1343'AND 1 FOOT SOUTH OF A WITNESS POST.  THE MONUMENT IS FLUSH AND
 HD1343'THE DISK IS STAMPED HALLTOWN 1959.
 HD1343'
 HD1343'NO MEASUREMENT BETWEEN MARKS BECAUSE OF DEAD TREE ON LINE.
 HD1343'
 HD1343'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HD1343
 HD1343                          STATION RECOVERY (1960)
 HD1343
 HD1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1343'ALL MARKS WERE RECOVERED AS DESCRIBED IN 1959 AND IN GOOD
 HD1343'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 HD1343'MARKS AND THE DIRECTION TO THE AZIMUTH MARK WERE VERIFIED.
 HD1343'
 HD1343'THE TO REACH IS ENTIRELY ADEQUATE.
 HD1343
 HD1343                          STATION RECOVERY (1996)
 HD1343
 HD1343'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 HD1343'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) WEST OF SPRINGFIELD,
 HD1343'ABOUT 2 MI (3.2 KM) NORTHEAST OF THE VILLAGE OF HALLTOWN AND 0.75 MI
 HD1343'(1.21 KM) NORTH OF INTERSTATE HIGHWAY 44.  IT IS ON THE PROPERTY OF MR
 HD1343'A.  HOGANMILLER ON A HIGH HILL ABOUT 0.25 MI (0.40 KM) NORTH OF THE
 HD1343'HOGANMILLER HOUSE IN THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 29
 HD1343'NORTH, RANGE 24 WEST.  THE STATION IS A STANDARD CGS DISK SET IN A
 HD1343'MASS OF CONCRETE 14 INCHES BELOW THE SURFACE.  A REBAR ROD IS LYING ON
 HD1343'TOP OF THE MONUMENT TO AID RECOVERY WITH A METAL DETECTOR. REFERENCE
 HD1343'MARK NO.  1 IS 86.74 FT (26.44 M) SOUTHEAST OF THE STATION AND IS A
 HD1343'DISK SET IN CONCRETE FLUSH WITH THE SURFACE 1.0 FT (0.3 M) SOUTHWEST
 HD1343'OF THE NORTHWEST CORNER OF AN OLD CONCRETE FOUNDATION AND IS STAMPED
 HD1343'-HALLTOWN NO.  1 1959-. REFERENCE MARK NO.  2 IS 90.36 FT (27.54 M)
 HD1343'SOUTH OF THE STATION AND IS A STANDARD DISK STAMPED -HALLTOWN NO.  2
 HD1343'1959- SET IN A MASS OF CONCRETE FLUSH WITH THE GROUND SURFACE AND 2 FT
 HD1343'(0.6 M) SOUTHEAST OF A WITNESS POST. THE AZIMUTH MARK IS LOCATED ABOUT
 HD1343'0.7 MI (1.1 KM) SOUTHWEST OF THE STATION, 30 FT (9.1 M) SOUTH OF THE
 HD1343'CENTERLINE OF MISSOURI HIGHWAY -266-, 14 FT (4.3 M) EAST OF A CORNER
 HD1343'FENCE POST, 1 FOOT (0.3 M) NORTH OF THE FENCE, AND 1 FOOT (0.3 M)
 HD1343'SOUTH OF A WITNESS POST.  IT IS A STANDARD CGS DISK SET IN CONCRETE
 HD1343'FLUSH WITH THE GROUND SURFACE STAMPED HALLTOWN 1959.  IT IS 32.0 FT
 HD1343'(9.8 M) SOUTH OF THE CENTERLINE OF MISSOURI HIGHWAY -266-, 56.0 FT
 HD1343'(17.1 M) WEST OF THE PROJECTION OF A NORTH-SOUTH FENCE, AND 26.0 FT
 HD1343'(7.9 M) EAST OF THE CENTERLINE OF A DRIVEWAY. TO REACH THE STATION
 HD1343'FROM THE HIGHWAY -PP- EXIT (NO 61) FROM INTERSTATE HIGHWAY 44 ABOUT 15
 HD1343'MI (24.1 KM) WEST OF SPRINGFIELD, GO NORTH ON HIGHWAY -K- 0.5 MI (0.8
 HD1343'KM) TO CROSSROADS WITH MISSOURI HIGHWAY -266-.  TURN LEFT AND GO WEST
 HD1343'ON HIGHWAY -266- FOR 1.5 MI (2.4 KM) TO THE HOGANMILLER RESIDENCE.  MR
 HD1343'HOGANMILLER OR MR A.G. TIPTON, THE RENTER, SHOULD BE CONTACTED FOR THE
 HD1343'BEST ROUTE THROUGH BARN LOT AND PASTURE TO THE STATION. TO REACH THE
 HD1343'AZIMUTH MARK, RETURN TO THE HOGANMILLER RESIDENCE AND GO WEST ON
 HD1343'HIGHWAY -266- 0.35 MI (0.56 KM) TO THE MARK ON THE LEFT AS DESCRIBED.
 HD1343'MR A.G.  TIPTON PHONE NUMBER (417) 742-3360 MR HOGANMILLER PHONE
 HD1343'NUMBER (417) 749-2534. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0817 ***********************************************************************
 LF0817  DESIGNATION -  HAMBURG AZ MK
 LF0817  PID         -  LF0817
 LF0817  STATE/COUNTY-  MO/ATCHISON
 LF0817  USGS QUAD   -  HAMBURG (1984)
 LF0817
 LF0817                         *CURRENT SURVEY CONTROL
 LF0817  ___________________________________________________________________
 LF0817* NAD 83(1986)-  40 33 07.     (N)    095 37 40.     (W)     SCALED    
 LF0817* NAVD 88     -       279.730  (meters)     917.75   (feet)  ADJUSTED  
 LF0817  ___________________________________________________________________
 LF0817  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LF0817  DYNAMIC HT  -         279.581 (meters)     917.26  (feet)  COMP
 LF0817  MODELED GRAV-     980,084.2   (mgal)                       NAVD 88
 LF0817
 LF0817  VERT ORDER  -  FIRST     CLASS II
 LF0817
 LF0817.The horizontal coordinates were scaled from a topographic map and have
 LF0817.an estimated accuracy of +/- 6 seconds.
 LF0817
 LF0817.The orthometric height was determined by differential leveling
 LF0817.and adjusted by the National Geodetic Survey in June 1991..
 LF0817
 LF0817.The geoid height was determined by GEOID03.
 LF0817
 LF0817.The dynamic height is computed by dividing the NAVD 88
 LF0817.geopotential number by the normal gravity value computed on the
 LF0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0817.degrees latitude (g = 980.6199 gals.).
 LF0817
 LF0817.The modeled gravity was interpolated from observed gravity values.
 LF0817
 LF0817;                    North         East    Units  Estimated Accuracy
 LF0817;SPC MO W     -   487,360.      754,480.      MT  (+/- 180 meters Scaled)
 LF0817
 LF0817                          SUPERSEDED SURVEY CONTROL
 LF0817
 LF0817  NGVD 29 (??/??/92)  279.633  (m)          917.43   (f) ADJ UNCH    1 2
 LF0817
 LF0817.Superseded values are not recommended for survey control.
 LF0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0817.See file dsdata.txt to determine how the superseded data were derived.
 LF0817
 LF0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE774923(NAD 83)
 LF0817_MARKER: DZ = AZIMUTH MARK DISK
 LF0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0817_STAMPING: HAMBURG 1947
 LF0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0817+STABILITY: SURFACE MOTION
 LF0817
 LF0817  HISTORY     - Date     Condition        Report By
 LF0817  HISTORY     - 1947     MONUMENTED       CGS
 LF0817  HISTORY     - 1948     GOOD             NGS
 LF0817  HISTORY     - 1961     GOOD             NGS
 LF0817
 LF0817                          STATION DESCRIPTION
 LF0817
 LF0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0817'4.1 MI SE FROM HAMBURG.
 LF0817'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 275 FROM THE STEEL
 LF0817'BRIDGE OVER THE NISHNABOTNA RIVER ON THE EAST EDGE OF HAMBURG,
 LF0817'ABOUT 0.3 MILE SOUTH AND BELOW TRIANGULATION STATION HAMBURG
 LF0817'(MRC), 38.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LF0817'23.0 FEET WEST OF THE CENTER LINE OF THE SOUTHEAST END OF A
 LF0817'CURB DRAIN ON THE SOUTHWEST SIDE OF THE HIGHWAY, 2.4 FEET NORTH
 LF0817'OF A TELEPHONE POLE, 2.4 FEET NORTHEAST OF A FENCE, 2.6 FEET
 LF0817'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF0817'POST AND LEVEL WITH THE GROUND.  NOTE-- WITNESS POST IS GONE
 LF0817'AND THE MARK IS 2 INCHES BELOW THE GROUND.
 LF0817
 LF0817                          STATION RECOVERY (1961)
 LF0817
 LF0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0820 ***********************************************************************
 LF0820  DESIGNATION -  HAMBURG CAP
 LF0820  PID         -  LF0820
 LF0820  STATE/COUNTY-  MO/ATCHISON
 LF0820  USGS QUAD   -  HAMBURG (1984)
 LF0820
 LF0820                         *CURRENT SURVEY CONTROL
 LF0820  ___________________________________________________________________
 LF0820* NAD 83(1997)-  40 33 22.26163(N)    095 37 39.88222(W)     ADJUSTED  
 LF0820* NAVD 88     -       358.712  (meters)    1176.87   (feet)  ADJUSTED  
 LF0820  ___________________________________________________________________
 LF0820  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 LF0820  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LF0820  DYNAMIC HT  -         358.521 (meters)    1176.25  (feet)  COMP
 LF0820  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 LF0820
 LF0820  HORZ ORDER  -  SECOND
 LF0820  VERT ORDER  -  FIRST     CLASS II
 LF0820
 LF0820.The horizontal coordinates were established by classical geodetic methods
 LF0820.and adjusted by the National Geodetic Survey in February 2000..
 LF0820
 LF0820.The orthometric height was determined by differential leveling
 LF0820.and adjusted by the National Geodetic Survey in June 1991..
 LF0820
 LF0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0820
 LF0820.The geoid height was determined by GEOID03.
 LF0820
 LF0820.The dynamic height is computed by dividing the NAVD 88
 LF0820.geopotential number by the normal gravity value computed on the
 LF0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0820.degrees latitude (g = 980.6199 gals.).
 LF0820
 LF0820.The modeled gravity was interpolated from observed gravity values.
 LF0820
 LF0820;                    North         East     Units Scale Factor Converg.
 LF0820;SPC MO W     -   487,834.120   754,488.023   MT  1.00005343   -0 43 59.9
 LF0820;SPC IA S     -    63,967.704   319,802.316   MT  1.00001122   -1 24 05.6
 LF0820;SPC NE       -    89,617.703   870,083.101   MT  0.99979475   +2 53 50.9
 LF0820;UTM  15      - 4,492,809.637   277,514.686   MT  1.00020933   -1 42 33.3
 LF0820
 LF0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0820!SPC MO W     -   0.99994846  x   1.00005343  =   1.00000189
 LF0820!SPC IA S     -   0.99994846  x   1.00001122  =   0.99995968
 LF0820!SPC NE       -   0.99994846  x   0.99979475  =   0.99974322
 LF0820!UTM  15      -   0.99994846  x   1.00020933  =   1.00015778
 LF0820
 LF0820|---------------------------------------------------------------------|
 LF0820| PID    Reference Object                     Distance      Geod. Az  |
 LF0820|                                                           dddmmss.s |
 LF0820| LF0819 HAMBURG RM 1                         22.582 METERS 07951     |
 LF0820| LF0817 HAMBURG AZ MK                                      1861206.7 |
 LF0820| LF0821 HAMBURG RM 2                         37.249 METERS 25654     |
 LF0820|---------------------------------------------------------------------|
 LF0820
 LF0820                          SUPERSEDED SURVEY CONTROL
 LF0820
 LF0820  NAD 83(1997)-  40 33 22.26163(N)    095 37 39.88222(W) AD(       ) 2
 LF0820  NAD 83(1997)-  40 33 22.26158(N)    095 37 39.88224(W) AD(       ) 2
 LF0820  NAD 83(1986)-  40 33 22.26806(N)    095 37 39.87721(W) AD(       ) 2
 LF0820  NAD 27      -  40 33 22.26100(N)    095 37 38.90300(W) AD(       ) 2
 LF0820  NGVD 29 (??/??/92)  358.615  (m)         1176.56   (f) ADJ UNCH    1 2
 LF0820
 LF0820.Superseded values are not recommended for survey control.
 LF0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0820.See file dsdata.txt to determine how the superseded data were derived.
 LF0820
 LF0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7751592810(NAD 83)
 LF0820_MARKER: P = PIPE CAP
 LF0820_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0820_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0820
 LF0820  HISTORY     - Date     Condition        Report By
 LF0820  HISTORY     - 1947     MONUMENTED       MORC
 LF0820  HISTORY     - 1948     GOOD             NGS
 LF0820  HISTORY     - 1961     GOOD             CGS
 LF0820  HISTORY     - 1961     GOOD             NGS
 LF0820
 LF0820                          STATION DESCRIPTION
 LF0820
 LF0820'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (GLS)
 LF0820'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHEAST OF HAMBURG IOWA,
 LF0820'2.0 MILES SOUTH OF THE IOWA AND MISSOURI STATE LINE, ON THE
 LF0820'HIGHEST POINT OF FIRST RIDGE NORTH OF MR. MORELOCKS
 LF0820'HOUSE AND 2 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS A
 LF0820'6 INCH PIPE WITH A CAP HAVING MISSOURI RIVER COMMISSION CAST ON
 LF0820'ITS FACE AND PROJECTS 4 INCHES.
 LF0820'
 LF0820'REFERENCE MARK NO. 1 IS 74.09 FEET EAST-NORTHEAST OF THE STATION.
 LF0820'THE MARK IS SET IS AN 8 INCH GALVANIZED PIPE FILLED WITH CONCRETE,
 LF0820'PROJECTS 4 INCHES AND THE DISK IS STAMPED HAMBURG 1947 NO 1.
 LF0820'
 LF0820'REFERENCE MARK NO. 2 IS 122.21 FEET WEST-SOUTHWEST OF THE STATION
 LF0820'AND 1 FOOT EAST-NORTHEAST OF A FENCE CROSSING RIDGE.  THE MARK IS
 LF0820'SET IN AN 8 INCH GALVANIZED PIPE FILLED WITH CONCRETE, PROJECTS
 LF0820'5 INCHES AND THE DISK IS STAMPED HAMBURG 1947 NO 2.
 LF0820'
 LF0820'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION, 38 FEET
 LF0820'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 275, 3.5 FEET
 LF0820'NORTHWEST OF A WITNESS POST AND 2 FEET NORTHWEST OF THE FENCE.
 LF0820'THE MARK IS FLUSH AND THE DISK IS STAMPED HAMBURG 1947.
 LF0820'
 LF0820'TO REACH FROM HAMBURG, WHERE U.S. HIGHWAY 275 MAKES A TURN AT
 LF0820'CAUTION LIGHT EAST OF THE BUSINESS DISTRICT, GO EAST ON U.S. HIGHWAY
 LF0820'275 FOR 0.8 MILE TO WHERE HIGHWAY 333 TURNS TO THE LEFT, CONTINUE
 LF0820'ON HIGHWAY 275 FOR 3.8 MILES TO MR. MORELOCKS HOME ON THE LEFT.
 LF0820'(CONTINUE STRAIGHT AHEAD 0.1 MILE TO AZIMUTH MARK ON THE RIGHT)
 LF0820'TURN LEFT INTO YARD THEN LEFT TO WOODEN GATE AT THE NORTH END OF
 LF0820'DOUBLE CORN CRIB, PASS THROUGH GATE AND FOLLOW FARM ROAD FOR
 LF0820'0.25 MILE TO A LOG CABIN ON THE LEFT, BEAR RIGHT ON FARM ROAD
 LF0820'UP HILL FOR 0.3 MILE TO A TRAIL ON THE RIGHT JUST BEFORE
 LF0820'REACHING WIRE GATE AT THE TOP OF HILL, TURN SHARP RIGHT AND
 LF0820'PACK ALONG THE TOP OF RIDGE FOR 275 YARDS TO THE STATION.
 LF0820'
 LF0820'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LF0820
 LF0820                          STATION RECOVERY (1948)
 LF0820
 LF0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0820'4.6 MI SE FROM HAMBURG.
 LF0820'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 275 FROM THE STEEL
 LF0820'BRIDGE OVER THE NISHNABOTNA RIVER ON THE EAST EDGE OF HAMBURG,
 LF0820'THENCE 0.25 MILE NORTH ALONG A FARM ROAD TO A LOG CABIN, THENCE
 LF0820'0.3 MILE NORTHEAST ALONG A FARM ROAD THAT LEADS UP A HILL,
 LF0820'THENCE 0.1 MILE SOUTHWEST ALONG A TRAIL, ABOUT 0.2 MILE NORTHEAST
 LF0820'OF AND ABOVE U.S. HIGHWAY 275, ON THE TOP OF THE HIGHEST POINT
 LF0820'OF A NORTHEAST-SOUTHWEST RIDGE, 1.9 FEET SOUTH OF A REFERENCE
 LF0820'POST.  THE TOP OF A MISSOURI RIVER COMMISSION IRON CAP BOLTED
 LF0820'ON TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE
 LF0820'GROUND.
 LF0820
 LF0820                          STATION RECOVERY (1961)
 LF0820
 LF0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 LF0820'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LF0820'GOOD CONDITION.  THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE
 LF0820'STATION, 38 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 275,
 LF0820'23 FEET WEST OF THE CENTERLINE OF THE SOUTHEST END OF A CURB
 LF0820'DRAIN ON THE SOUTHWEST SIDE OF THE HIGHWAY, 2 AND 1/2 FEET
 LF0820'NORTHWEST OF A TELEPHONE POLE, AND 2 FEET NORTHEAST OF A FENCE.
 LF0820'THE MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 LF0820'DISK IS STAMPED HAMBURG 1947.
 LF0820'
 LF0820'TO REACH THE STATION FROM THE STEEL BRIDGE OVER THE NISHNABOTNA
 LF0820'RIVER AT THE EAST EDGE OF HAMBURG, IOWA, GO SOUTHEAST ON U.S.
 LF0820'HIGHWAY 275 FOR 4.0 MILE TO MR. MORELOCKS HOUSE ON THE LEFT.
 LF0820'(CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 275 FOR 0.1 MILE TO THE
 LF0820'AZIMUTH MARK ON THE RIGHT SIDE OF THE HIGHWAY AS DESCRIBED.)
 LF0820'TURN LEFT INTO FARMYARD AND BEAR LEFT TO A WOODEN GATE AT THE
 LF0820'NORTH END OF DOUBLE CORNCRIB.  PASS THROUGH GATE AND FOLLOW
 LF0820'FARM ROAD FOR 0.25 MILE TO A CABIN ON THE LEFT.  BEAR RIGHT AND
 LF0820'FOLLOW FARM ROAD UPHILL FOR 0.3 MILE TO A TRAIL ON THE RIGHT
 LF0820'JUST BEFORE REACHING A WIRE GATE AT THE TOP OF HILL.  TURN RIGHT
 LF0820'AND PACK ALONG THE TOP OF RIDGE FOR 275 YARDS TO THE
 LF0820'STATION.
 LF0820
 LF0820                          STATION RECOVERY (1961)
 LF0820
 LF0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0819 ***********************************************************************
 LF0819  DESIGNATION -  HAMBURG RM 1
 LF0819  PID         -  LF0819
 LF0819  STATE/COUNTY-  MO/ATCHISON
 LF0819  USGS QUAD   -  HAMBURG (1984)
 LF0819
 LF0819                         *CURRENT SURVEY CONTROL
 LF0819  ___________________________________________________________________
 LF0819* NAD 83(1986)-  40 33 22.     (N)    095 37 39.     (W)     SCALED    
 LF0819* NAVD 88     -       356.427  (meters)    1169.38   (feet)  ADJUSTED  
 LF0819  ___________________________________________________________________
 LF0819  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LF0819  DYNAMIC HT  -         356.238 (meters)    1168.76  (feet)  COMP
 LF0819  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 LF0819
 LF0819  VERT ORDER  -  FIRST     CLASS II
 LF0819
 LF0819.The horizontal coordinates were scaled from a topographic map and have
 LF0819.an estimated accuracy of +/- 6 seconds.
 LF0819
 LF0819.The orthometric height was determined by differential leveling
 LF0819.and adjusted by the National Geodetic Survey in June 1991..
 LF0819
 LF0819.The geoid height was determined by GEOID03.
 LF0819
 LF0819.The dynamic height is computed by dividing the NAVD 88
 LF0819.geopotential number by the normal gravity value computed on the
 LF0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0819.degrees latitude (g = 980.6199 gals.).
 LF0819
 LF0819.The modeled gravity was interpolated from observed gravity values.
 LF0819
 LF0819;                    North         East    Units  Estimated Accuracy
 LF0819;SPC MO W     -   487,830.      754,510.      MT  (+/- 180 meters Scaled)
 LF0819
 LF0819                          SUPERSEDED SURVEY CONTROL
 LF0819
 LF0819  NGVD 29 (??/??/92)  356.331  (m)         1169.06   (f) ADJ UNCH    1 2
 LF0819
 LF0819.Superseded values are not recommended for survey control.
 LF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0819.See file dsdata.txt to determine how the superseded data were derived.
 LF0819
 LF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE775928(NAD 83)
 LF0819_MARKER: DR = REFERENCE MARK DISK
 LF0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0819_STAMPING: HAMBURG NO 1 1947
 LF0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0819+STABILITY: SURFACE MOTION
 LF0819
 LF0819  HISTORY     - Date     Condition        Report By
 LF0819  HISTORY     - 1947     MONUMENTED       CGS
 LF0819  HISTORY     - 1948     GOOD             NGS
 LF0819  HISTORY     - 1961     GOOD             NGS
 LF0819
 LF0819                          STATION DESCRIPTION
 LF0819
 LF0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0819'4.6 MI SE FROM HAMBURG.
 LF0819'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 275 FROM THE STEEL
 LF0819'BRIDGE OVER THE NISHNABOTNA RIVER ON THE EAST EDGE OF HAMBURG,
 LF0819'THENCE 0.25 MILE NORTH ALONG A FARM ROAD TO A LOG CABIN, THENCE
 LF0819'0.3 MILE NORTHEAST ALONG A FARM ROAD THAT LEADS UP A HILL, THENCE
 LF0819'0.1 MILE SOUTHWEST ALONG A TRAIL, ABOUT 0.2 MILE NORTHEAST AND
 LF0819'ABOVE U.S. HIGHWAY NO. 275, IN A SADDLE BETWEEN 2 HIGH POINTS
 LF0819'ALONG A NORTHEAST-SOUTHWEST RIDGE, 74.4 FEET EAST-NORTHEAST OF
 LF0819'TRIANGULATION STATION HAMBURG (MRC), 3.0 FEET NORTH OF THE CENTER
 LF0819'LINE OF THE TRAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0819'0.3 FOOT ABOVE THE GROUND.
 LF0819
 LF0819                          STATION RECOVERY (1961)
 LF0819
 LF0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0821 ***********************************************************************
 LF0821  DESIGNATION -  HAMBURG RM 2
 LF0821  PID         -  LF0821
 LF0821  STATE/COUNTY-  MO/ATCHISON
 LF0821  USGS QUAD   -  HAMBURG (1984)
 LF0821
 LF0821                         *CURRENT SURVEY CONTROL
 LF0821  ___________________________________________________________________
 LF0821* NAD 83(1986)-  40 33 22.     (N)    095 37 39.     (W)     SCALED    
 LF0821* NAVD 88     -       356.657  (meters)    1170.13   (feet)  ADJUSTED  
 LF0821  ___________________________________________________________________
 LF0821  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LF0821  DYNAMIC HT  -         356.468 (meters)    1169.51  (feet)  COMP
 LF0821  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 LF0821
 LF0821  VERT ORDER  -  FIRST     CLASS II
 LF0821
 LF0821.The horizontal coordinates were scaled from a topographic map and have
 LF0821.an estimated accuracy of +/- 6 seconds.
 LF0821
 LF0821.The orthometric height was determined by differential leveling
 LF0821.and adjusted by the National Geodetic Survey in June 1991..
 LF0821
 LF0821.The geoid height was determined by GEOID03.
 LF0821
 LF0821.The dynamic height is computed by dividing the NAVD 88
 LF0821.geopotential number by the normal gravity value computed on the
 LF0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0821.degrees latitude (g = 980.6199 gals.).
 LF0821
 LF0821.The modeled gravity was interpolated from observed gravity values.
 LF0821
 LF0821;                    North         East    Units  Estimated Accuracy
 LF0821;SPC MO W     -   487,830.      754,510.      MT  (+/- 180 meters Scaled)
 LF0821
 LF0821                          SUPERSEDED SURVEY CONTROL
 LF0821
 LF0821  NGVD 29 (??/??/92)  356.561  (m)         1169.82   (f) ADJ UNCH    1 2
 LF0821
 LF0821.Superseded values are not recommended for survey control.
 LF0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0821.See file dsdata.txt to determine how the superseded data were derived.
 LF0821
 LF0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE775928(NAD 83)
 LF0821_MARKER: DR = REFERENCE MARK DISK
 LF0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0821_STAMPING: HAMBURG NO 2 1947
 LF0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0821+STABILITY: SURFACE MOTION
 LF0821
 LF0821  HISTORY     - Date     Condition        Report By
 LF0821  HISTORY     - 1947     MONUMENTED       CGS
 LF0821  HISTORY     - 1948     GOOD             NGS
 LF0821  HISTORY     - 1961     GOOD             NGS
 LF0821
 LF0821                          STATION DESCRIPTION
 LF0821
 LF0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0821'4.6 MI SE FROM HAMBURG.
 LF0821'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 275 FROM THE STEEL
 LF0821'BRIDGE OVER THE NISHNABOTNA RIVER ON THE EAST EDGE OF HAMBURG,
 LF0821'THENCE 0.25 MILE NORTH ALONG A FARM ROAD TO A LOG CABIN, THENCE
 LF0821'0.3 MILE NORTHEAST ALONG A FARM ROAD THAT LEADS UP A HILL, THENCE
 LF0821'0.1 MILE SOUTHWEST ALONG A TRAIL, ABOUT 0.2 MILE NORTHEAST AND
 LF0821'ABOVE U.S. HIGHWAY NO. 275, ON TOP OF A SMALL HILL, 122.2 FEET
 LF0821'SOUTHWEST OF TRIANGULATION STATION HAMBURG (MRC), 1.4 FEET
 LF0821'NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF0821'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LF0821
 LF0821                          STATION RECOVERY (1961)
 LF0821
 LF0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1308 ***********************************************************************
 KD1308  DESIGNATION -  HAMILTON
 KD1308  PID         -  KD1308
 KD1308  STATE/COUNTY-  MO/CALDWELL
 KD1308  USGS QUAD   -  NETTLETON (1984)
 KD1308
 KD1308                         *CURRENT SURVEY CONTROL
 KD1308  ___________________________________________________________________
 KD1308* NAD 83(1997)-  39 45 10.01549(N)    093 59 59.94458(W)     ADJUSTED  
 KD1308* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 KD1308  ___________________________________________________________________
 KD1308  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 KD1308  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1308
 KD1308  HORZ ORDER  -  THIRD
 KD1308
 KD1308.The horizontal coordinates were established by classical geodetic methods
 KD1308.and adjusted by the National Geodetic Survey in February 2000..
 KD1308
 KD1308.The orthometric height was scaled from a topographic map.
 KD1308
 KD1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1308
 KD1308.The geoid height was determined by GEOID03.
 KD1308
 KD1308;                    North         East     Units Scale Factor Converg.
 KD1308;SPC MO W     -   398,139.923   892,849.404   MT  0.99996377   +0 19 11.1
 KD1308;UTM  15      - 4,400,797.113   414,333.787   MT  0.99969035   -0 38 22.2
 KD1308
 KD1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1308!SPC MO W     -   0.99995867  x   0.99996377  =   0.99992245
 KD1308!UTM  15      -   0.99995867  x   0.99969035  =   0.99964904
 KD1308
 KD1308:                Primary Azimuth Mark                     Grid Az
 KD1308:SPC MO W     -  HAMILTON AZ MK                           145 47 37.4
 KD1308:UTM  15      -  HAMILTON AZ MK                           146 45 10.7
 KD1308
 KD1308|---------------------------------------------------------------------|
 KD1308| PID    Reference Object                     Distance      Geod. Az  |
 KD1308|                                                           dddmmss.s |
 KD1308| CL8651 HAMILTON AZ MK                                     1460648.5 |
 KD1308| CL8653 HAMILTON RM 1                        32.684 METERS 16320     |
 KD1308| KE1285 HAMILTON MUNICIPAL TANK             APPROX. 1.1 KM 1850800.7 |
 KD1308| CL8652 HAMILTON AZ MK 2                                   2062016.9 |
 KD1308| CL8654 HAMILTON RM 2                        38.679 METERS 25245     |
 KD1308|---------------------------------------------------------------------|
 KD1308
 KD1308                          SUPERSEDED SURVEY CONTROL
 KD1308
 KD1308  NAD 83(1997)-  39 45 10.01614(N)    093 59 59.94595(W) AD(       ) 3
 KD1308  NAD 83(1997)-  39 45 10.01680(N)    093 59 59.94634(W) AD(       ) 3
 KD1308  NAD 83(1986)-  39 45 10.01910(N)    093 59 59.94454(W) AD(       ) 3
 KD1308  NAD 27      -  39 45 09.99310(N)    093 59 59.15670(W) AD(       ) 3
 KD1308
 KD1308.Superseded values are not recommended for survey control.
 KD1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1308.See file dsdata.txt to determine how the superseded data were derived.
 KD1308
 KD1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE1433400797(NAD 83)
 KD1308_MARKER: DS = TRIANGULATION STATION DISK
 KD1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1308
 KD1308  HISTORY     - Date     Condition        Report By
 KD1308  HISTORY     - 1948     MONUMENTED       CGS
 KD1308  HISTORY     - 1964     MARK NOT FOUND   CGS
 KD1308  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KD1308  HISTORY     - 1970     GOOD             NGS
 KD1308  HISTORY     - 1974     MARK NOT FOUND   NGS
 KD1308
 KD1308                          STATION DESCRIPTION
 KD1308
 KD1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1308'THE STATION IS LOCATED ABOUT 0.75 OF A MILE NORTH OF HAMILTON
 KD1308'IN THE AMERICAN LEGION PARK.  IT IS 202.0 FEET EAST OF A WELL
 KD1308'PUMP, 118.0 FEET SOUTH OF AN EAST-WEST FENCE, 112.0 FEET
 KD1308'NORTH-NORTHEAST OF A RACE TRACK FENCE, AND 62.0 FEET
 KD1308'NORTH-NORTHEAST OF THE CENTER OF A T ROAD INTERSECTION.  IT IS
 KD1308'SET FLUSH WITH THE GROUND AND IS STAMPED HAMILTON 1948.
 KD1308'
 KD1308'REFERENCE MARK NO. 1 IS 28.0 FEET EAST OF THE CENTER OF A
 KD1308'GRAVELED ROAD AND 8.5 FEET NORTH OF A STEEL FLAG POLE.  IT IS
 KD1308'SET FLUSH WITH THE GROUND AND IS STAMPED HAMILTON NO 1 1948.
 KD1308'
 KD1308'REFERENCE MARK NO. 2 IS 22.0 FEET SOUTH OF THE CENTER OF A
 KD1308'GRAVELED ROAD AND 11.5 FEET NORTH OF THE RACE TRACK FENCE.  IT
 KD1308'IS SET FLUSH WITH THE GROUND AND IS STAMPED HAMILTON NO 2 1948.
 KD1308'
 KD1308'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. DISK CEMENTED IN
 KD1308'A DRILL HOLE IN THE SIDEWALK AT THE NORTHEAST CORNER OF BURRIS
 KD1308'ST. AND 8TH ST. IN HAMILTON.  IT IS 48.0 FEET NORTH-NORTHEAST OF
 KD1308'THE CENTER OF THE INTERSECTION OF BURRIS ST. AND 8TH ST., 21.0
 KD1308'FEET SOUTH-SOUTHWEST OF A LARGE ELM TREE AND 21.0 FEET SOUTHWEST
 KD1308'OF THE SOUTHWEST CORNER OF A LARGE WHITE HOUSE.  IT IS SET
 KD1308'FLUSH WITH THE TOP OF THE SIDEWALK AND IS STAMPED HAMILTON
 KD1308'1948.
 KD1308'
 KD1308'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO.
 KD1308'36 AND STATE ROUTE NO. 13 IN HAMILTON, GO NORTH ON STATE ROUTE NO.
 KD1308'13 FOR 0.75 OF A MILE TO A BOARD GATE ON THE LEFT.  TURN LEFT
 KD1308'THROUGH BOARD GATE AND GO 0.1 OF A MILE TO THE NORTH END OF A
 KD1308'RACE TRACK AND STATION AS DESCRIBED.
 KD1308'
 KD1308'AN 87 FOOT SIGNAL AT STATION NETTLETON IS VISIBLE AT 20 FEET.
 KD1308'
 KD1308'AN 87 FOOT SIGNAL AT STATION KINGSTON IS VISIBLE AT 64 FEET.
 KD1308'
 KD1308'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1308
 KD1308                          STATION RECOVERY (1964)
 KD1308
 KD1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KD1308'THIS STATION WAS NOT RECOVERED AS DESCRIBED NOR WAS EITHER OF THE
 KD1308'REFERENCE MARKS.  THE AZIMUTH MARK WAS RECOVERED.  THE LANDSCAPE
 KD1308'AND OTHER FEATURES IN THE AREA OF THE STATION MARK HAVE BEEN
 KD1308'CHANGED COMPLETELY.  THE RACE TRACK HAS BEEN REPLACED BY A
 KD1308'FOOTBALL FIELD AND SCHOOL PLAYGROUNDS, SOME OF THE GROUND IS
 KD1308'UNDER CULTIVATION, AND OTHER REFERENCES USED IN THE ORIGINAL
 KD1308'DESCRIPTION ARE GONE.  THIS STATION WILL BE VISITED AGAIN WHEN
 KD1308'THERE IS NO SNOW ON THE GROUND.
 KD1308
 KD1308                          STATION RECOVERY (1965)
 KD1308
 KD1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KD1308'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE UNDERGROUND
 KD1308'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 KD1308'MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 KD1308'RECOVERED AND FOUND IN GOOD CONDITION.  A SCHOOLHOUSE WAS
 KD1308'CONSTRUCTED ON LINE TO THE 1948 AZIMUTH MARK AND IS NO LONGER
 KD1308'VISIBLE FROM THE GROUND, THE MARK WAS NOT DESTROYED.
 KD1308'
 KD1308'THE DIRECTION BETWEEN THE REFERENCE MARKS MISSED THE 1948
 KD1308'DIRECTION BY 3 MINUTES 51 SECONDS.  THE DISTANCE TO REFERENCE
 KD1308'MARK NO. 1 MISSED THE 1948 DISTANCE BY 0.04 FEET.  THE DISTANCE
 KD1308'TO REFERENCE MARK NO. 2 MISSED THE 1948 DISTANCE BY 0.02 FEET.
 KD1308'
 KD1308'A NEW SURFACE STATION MARK AND AN AZIMUTH MARK WERE SET.
 KD1308'
 KD1308'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KD1308'
 KD1308'THE STATION IS ABOUT 3/4 MILES NORTH OF HAMILTON, 0.1 MILE
 KD1308'NORTHWEST OF THE HAMILTON HIGHSCHOOL, AND ON LAND OWNED BY THE
 KD1308'SCHOOL.
 KD1308'
 KD1308'TO REACH THE STATION FROM THE JUNCTION OF U.S. BUSINESS ROUTE 36
 KD1308'AND STATE HIGHWAY 13 IN HAMILTON, GO NORTH ON STATE HIGHWAY 13
 KD1308'FOR 0.65 MILE TO A SIDE STREET ON THE LEFT (MEMORIAL PARK DRIVE).
 KD1308'TURN LEFT, WEST, ON MEMORIAL PARK DRIVE FOR 0.1 MILE TO A CROSS
 KD1308'STREET.  (CONTINUE WEST ON MEMORIAL PARK DRIVE FOR 0.1 MILE TO A
 KD1308'PICNIC AREA ON LEFT AND THE AZIMUTH MARK ON THE LEFT NEAR THE
 KD1308'NORTHEAST CORNER OF A SMALL PARK.) TURN RIGHT AND GO NORTH ON
 KD1308'A SURFACE ROAD PASSING TO THE WEST SIDE OF THE SCHOOL FOR 0.2
 KD1308'MILE TO THE HIGHEST POINT OF A CULTIVATED FIELD AND THE
 KD1308'STATION.
 KD1308'
 KD1308'THE STATION MARK, A STANDARD DISK STAMPED HAMILTON 1948 1965,
 KD1308'IS SET IN A ROUND CONCRETE MONUMENT WHICH IS 10 INCHES BELOW
 KD1308'THE SURFACE OF THE GROUND.  IT IS 182 FEET SOUTHWEST OF A POWER
 KD1308'POLE WITH A YARD LIGHT WHICH IS SOUTHWEST OF A PINK HOUSE, 116.5
 KD1308'FEET SOUTH OF AN EAST-WEST FENCE, 109 FEET NORTHWEST OF THE MOST
 KD1308'WESTERLY OF THREE PINE TREES.
 KD1308'
 KD1308'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HAMILTON NO 1 1948,
 KD1308'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KD1308'SURFACE OF THE GROUND.  IT IS 62 FEET SOUTHWEST OF THE MOST
 KD1308'WESTERLY OF THREE PINE TREES, 8.5 FEET NORTH-NORTHWEST OF A
 KD1308'CONCRETE BASE THAT SUPPORTED A FLAG POLE, AND 1 FOOT NORTH OF
 KD1308'A METAL WITNESS POST.
 KD1308'
 KD1308'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HAMILTON NO 2
 KD1308'1948, IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KD1308'THE SURFACE OF THE GROUND.  IT IS 151 FEET SOUTH OF AN EAST-WEST
 KD1308'FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 KD1308'
 KD1308'AZIMUTH MARK, A STANDARD DISK STAMPED HAMILTON 1948 RESET 1965,
 KD1308'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 KD1308'IT IS 108 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KD1308'AMERICAN LEGION BUILDING, 26 FEET SOUTH OF THE CENTER OF THE
 KD1308'STREET, 22.5 FEET NORTHWEST OF A FIRE HYDRANT, AND 1 FOOT WEST OF
 KD1308'A METAL WITNESS POST.
 KD1308
 KD1308                          STATION RECOVERY (1970)
 KD1308
 KD1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KD1308'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 KD1308'AND THE AZIMUTH MARK WHICH WAS SET IN 1965 WERE RECOVERED AS
 KD1308'PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION
 KD1308'WAS RECOVERED TO OBTAIN AN AZIMUTH TO THE AZIMUTH MARK WHICH WAS
 KD1308'SET IN 1965.  A POLARIS OBSERVATION WAS MADE FEBRUARY 18, 1970.
 KD1308'
 KD1308'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3/4 MILE
 KD1308'NORTH OF HAMILTON.
 KD1308
 KD1308                          STATION RECOVERY (1974)
 KD1308
 KD1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KD1308'THIS STATION WAS REPORTED NOT RECOVERED IN 1964, THIS DATE A THROUGH
 KD1308'SEARCH WAS MADE FOR THE STATION AND NO MARKS COULD BE RECOVERED,
 KD1308'ABOUT 2 FEET OF A METAL WITNESS POST WITH SIGN ATTACHED WAS FOUND
 KD1308'ABOUT 300 FEET FROM WERE THE STATION MARK SHOULD BE.
 KD1308'
 KD1308'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1285 ***********************************************************************
 KE1285  DESIGNATION -  HAMILTON MUNICIPAL TANK
 KE1285  PID         -  KE1285
 KE1285  STATE/COUNTY-  MO/CALDWELL
 KE1285  USGS QUAD   -  HAMILTON WEST (1984)
 KE1285
 KE1285                         *CURRENT SURVEY CONTROL
 KE1285  ___________________________________________________________________
 KE1285* NAD 83(1997)-  39 44 34.46545(N)    094 00 04.08162(W)     ADJUSTED  
 KE1285* NAVD 88     -                                                        
 KE1285  ___________________________________________________________________
 KE1285  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 KE1285  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KE1285
 KE1285  HORZ ORDER  -  THIRD
 KE1285
 KE1285.The horizontal coordinates were established by classical geodetic methods
 KE1285.and adjusted by the National Geodetic Survey in February 2000..
 KE1285
 KE1285
 KE1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1285
 KE1285.The geoid height was determined by GEOID03.
 KE1285
 KE1285;                    North         East     Units Scale Factor Converg.
 KE1285;SPC MO W     -   397,043.010   892,757.027   MT  0.99996368   +0 19 08.2
 KE1285;UTM  15      - 4,399,702.199   414,223.092   MT  0.99969058   -0 38 24.4
 KE1285
 KE1285                          SUPERSEDED SURVEY CONTROL
 KE1285
 KE1285  NAD 83(1997)-  39 44 34.46601(N)    094 00 04.08299(W) AD(       ) 4
 KE1285  NAD 83(1997)-  39 44 34.46670(N)    094 00 04.08338(W) AD(       ) 4
 KE1285  NAD 83(1986)-  39 44 34.46928(N)    094 00 04.08123(W) AD(       ) 4
 KE1285  NAD 27      -  39 44 34.44300(N)    094 00 03.29300(W) AD(       ) 3
 KE1285
 KE1285.Superseded values are not recommended for survey control.
 KE1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1285.See file dsdata.txt to determine how the superseded data were derived.
 KE1285
 KE1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1422399702(NAD 83)
 KE1285_MARKER: 53 = ELEVATED TANK
 KE1285
 KE1285  HISTORY     - Date     Condition        Report By
 KE1285  HISTORY     - 1948     FIRST OBSERVED   CGS
 KE1285
 KE1285                          STATION DESCRIPTION
 KE1285
 KE1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1285'THE WATER TANK IS LOCATED IN THE SOUTHWEST SECTION OF HAMILTON,
 KE1285'200 FEET NORTH OF U.S. HIGHWAY 36 AND 150 FEET WEST OF A
 KE1285'NORTH-SOUTH STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE
 KE1285'SUPPORTING A TANK ON THE TOP.  IT IS ABOUT 125 FEET HIGH.  THE
 KE1285'POINT OBSERVED UPON WAS THE BALL ON THE TOP AT THE APEX OF THE
 KE1285'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0614 ***********************************************************************
 JE0614  DESIGNATION -  HAMMER
 JE0614  PID         -  JE0614
 JE0614  STATE/COUNTY-  MO/BATES
 JE0614  USGS QUAD   -  PAPINVILLE (1991)
 JE0614
 JE0614                         *CURRENT SURVEY CONTROL
 JE0614  ___________________________________________________________________
 JE0614* NAD 83(1997)-  38 06 33.16060(N)    094 10 20.54020(W)     ADJUSTED  
 JE0614* NAVD 88     -       261.745  (meters)     858.74   (feet)  ADJUSTED  
 JE0614  ___________________________________________________________________
 JE0614  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JE0614  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JE0614  DYNAMIC HT  -         261.552 (meters)     858.11  (feet)  COMP
 JE0614  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 JE0614
 JE0614  HORZ ORDER  -  SECOND
 JE0614  VERT ORDER  -  SECOND    CLASS 0
 JE0614
 JE0614.The horizontal coordinates were established by classical geodetic methods
 JE0614.and adjusted by the National Geodetic Survey in February 2000..
 JE0614
 JE0614.The orthometric height was determined by differential leveling
 JE0614.and adjusted by the National Geodetic Survey in June 1991..
 JE0614
 JE0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0614
 JE0614.The geoid height was determined by GEOID03.
 JE0614
 JE0614.The dynamic height is computed by dividing the NAVD 88
 JE0614.geopotential number by the normal gravity value computed on the
 JE0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0614.degrees latitude (g = 980.6199 gals.).
 JE0614
 JE0614.The modeled gravity was interpolated from observed gravity values.
 JE0614
 JE0614;                    North         East     Units Scale Factor Converg.
 JE0614;SPC MO W     -   215,622.121   878,731.969   MT  0.99995134   +0 12 07.9
 JE0614;UTM  15      - 4,218,581.367   397,219.954   MT  0.99973010   -0 43 25.0
 JE0614
 JE0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0614!SPC MO W     -   0.99996395  x   0.99995134  =   0.99991529
 JE0614!UTM  15      -   0.99996395  x   0.99973010  =   0.99969406
 JE0614
 JE0614|---------------------------------------------------------------------|
 JE0614| PID    Reference Object                     Distance      Geod. Az  |
 JE0614|                                                           dddmmss.s |
 JE0614| JE0615 HAMMER RM 1                          19.653 METERS 00133     |
 JE0614| JE0608 HAMMER AZ MK                                       1914539.8 |
 JE0614| JE0616 HAMMER RM 2                          29.462 METERS 21656     |
 JE0614|---------------------------------------------------------------------|
 JE0614
 JE0614                          SUPERSEDED SURVEY CONTROL
 JE0614
 JE0614  NAD 83(1997)-  38 06 33.16083(N)    094 10 20.54016(W) AD(       ) 2
 JE0614  NAD 83(1997)-  38 06 33.16978(N)    094 10 20.53895(W) AD(       ) 2
 JE0614  NAD 83(1986)-  38 06 33.17003(N)    094 10 20.53770(W) AD(       ) 2
 JE0614  NAD 27      -  38 06 33.06380(N)    094 10 19.72790(W) AD(       ) 2
 JE0614  NGVD 29 (??/??/92)  261.631  (m)          858.37   (f) ADJ UNCH    2 0
 JE0614
 JE0614.Superseded values are not recommended for survey control.
 JE0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0614.See file dsdata.txt to determine how the superseded data were derived.
 JE0614
 JE0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9722018581(NAD 83)
 JE0614_MARKER: DS = TRIANGULATION STATION DISK
 JE0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0614_STAMPING: HAMMER 1948
 JE0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0614+STABILITY: SURFACE MOTION
 JE0614
 JE0614  HISTORY     - Date     Condition        Report By
 JE0614  HISTORY     - 1948     MONUMENTED       CGS
 JE0614  HISTORY     - 1963     GOOD             CGS
 JE0614  HISTORY     - 1963     GOOD             NGS
 JE0614
 JE0614                          STATION DESCRIPTION
 JE0614
 JE0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE0614'THE STATION IS LOCATED ABOUT 10.0 MILES EAST-NORTHEAST OF RICH
 JE0614'HILL AND 2.0 MILES NORTH OF PRAIRIE CITY ON THE HIGH POINT OF A
 JE0614'LOW KNOB KNOWN LOCALLY AS HAMMER HILL AND ON LAND OWNED AND
 JE0614'OCCUPIED BY MR. M.G. HIRSCHI.  IT IS 60 FEET WEST-NORTHWEST OF THE
 JE0614'NORTHWEST CORNER OF THE HIRSCHI FARM HOUSE, 13 FEET NORTH OF THE
 JE0614'NORTHWEST CORNER OF SMALL WASH HOUSE, 13 FEET SOUTHWEST OF SOUTH
 JE0614'END OF GATE INTO GARDEN AND 9 FEET WEST OF GARDEN FENCE LINE.
 JE0614'IT IS STAMPED HAMMER 1948 AND SET FLUSH WITH THE GROUND
 JE0614'SURFACE.
 JE0614'
 JE0614'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 3 FEET WEST OF THE
 JE0614'GARDEN FENCE LINE.  IT IS STAMPED HAMMER NO 1 1948 AND PROJECTS
 JE0614'2 INCHES.
 JE0614'
 JE0614'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 18 FEET WEST OF
 JE0614'DRIVEWAY AND 3 FEET NORTHWEST OF NORTHEAST CORNER OF GARAGE.  IT
 JE0614'IS STAMPED HAMMER NO 2 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE0614'
 JE0614'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH-SOUTHWEST OF THE STATION,
 JE0614'27 FEET NORTH OF THE CENTER OF COUNTY ROUTE B, 40 FEET EAST OF THE
 JE0614'CENTER OF NORTH-SOUTH CROSSROAD, 20 FEET NORTHEAST OF SIGN PRAIRIE
 JE0614'CITY 1 AND 2 FEET EAST OF WITNESS POST.  IT IS STAMPED HAMMER 1948
 JE0614'AND PROJECTS 2 INCHES.
 JE0614'
 JE0614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND COUNTY
 JE0614'ROUTE B IN THE EAST EDGE OF RICH HILL, GO EAST ON COUNTY ROUTE B
 JE0614'FOR 9.8 MILES TO CROSSROADS AND SIGN PRAIRIE CITY 1 AND AZIMUTH
 JE0614'MARK IN NORTHEAST ANGLE AS DESCRIBED, TURN LEFT AND GO NORTH ON
 JE0614'DIRT ROAD FOR 1.0 MILE TO CROSSROADS, TURN RIGHT AND GO EAST FOR
 JE0614'0.2 MILE TO DRIVEWAY LEFT, TURN LEFT INTO DRIVEWAY AND GO NORTH
 JE0614'TO THE HIRSCHI FARM HOUSE AND STATION AS DESCRIBED.
 JE0614'
 JE0614'AN 87 FOOT SIGNAL AT STATION ROCKVILLE IS VISIBLE AT 37 FEET.
 JE0614'
 JE0614'A 74 FOOT SIGNAL AT STATION LOGAN IS VISIBLE AT 37 FEET.
 JE0614'
 JE0614'A 74 FOOT SIGNAL AT STATION SCHELL IS VISIBLE AT 50 FEET.
 JE0614'
 JE0614'A 74 FOOT SIGNAL AT STATION HOWARD IS VISIBLE AT 50 FEET.
 JE0614'
 JE0614'A 74 FOOT SIGNAL AT STATION PANAMA IS VISIBLE AT 50 FEET.
 JE0614'
 JE0614'AN 87 FOOT SIGNAL AT STATION HAPPY IS VISIBLE AT 4 FEET.
 JE0614'
 JE0614'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE0614
 JE0614                          STATION RECOVERY (1963)
 JE0614
 JE0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE0614'THE STATION MARK, AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 JE0614'GOOD CONDITION.
 JE0614'
 JE0614'THE 1948 TO REACH IS ADEQUATE.
 JE0614'
 JE0614'A NEW DESCRIPTION OF ALL MARKS FOLLOWS-
 JE0614'
 JE0614'THE STATION MARK IS A STANDARD DISK, STAMPED HAMMER 1948, SET IN
 JE0614'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 JE0614'GROUND.  IT IS 13 FEET NORTH OF THE NORTHWEST CORNER OF TOOL SHED,
 JE0614'9.5 FEET WEST-SOUTHWEST OF THE WITNESS POST AND 9 FEET WEST OF
 JE0614'FENCE.
 JE0614'
 JE0614'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAMMER NO 1 1948, SET
 JE0614'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JE0614'WITH THE SURFACE OF THE GROUND.  IT IS 77 FEET NORTH OF THE
 JE0614'NORTHWEST CORNER OF TOOL SHED AND 4 FEET WEST OF FENCE.
 JE0614'
 JE0614'REFERENCE MARK 2 IS A STANDARD DISK, SET IN THE TOP OF A 12-INCH
 JE0614'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 JE0614'15.5 FEET WEST OF THE CENTER OF DRIVEWAY, 2.7 FEET WEST OF THE
 JE0614'NORTHEAST CORNER OF GARAGE AND 1 FOOT NORTH OF THE NORTH SIDE OF
 JE0614'GARAGE.
 JE0614'
 JE0614'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HAMMER 1948, SET IN
 JE0614'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 JE0614'THE GROUND.  IT IS 40 FEET EAST OF THE CENTER OF COUNTY ROUTE 0,
 JE0614'26 FEET NORTH OF THE CENTER OF COUNTY ROUTE B AND 1 FOOT SOUTH
 JE0614'OF A WITNESS POST.
 JE0614
 JE0614                          STATION RECOVERY (1963)
 JE0614
 JE0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0614'2.4 MI N FROM PRAIRIE CITY.
 JE0614'ABOUT 0.15 MILE WEST ALONG A GRAVELED STREET FROM THE EVANGELICAL
 JE0614'CHURCH AT PRAIRIE CITY, THENCE 1.9 MILES NORTH ALONG STATE ROAD
 JE0614'0, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 0.15 MILE NORTH
 JE0614'ALONG A PRIVATE DRIVEWAY TO THE FARM HOUSE OF MR. HIRSCH, IN
 JE0614'SECTION 36, T 29 N, R 30 W, 60 FEET NORTHWEST OF THE NORTHWEST
 JE0614'CORNER OF A FARMHOUSE, 13 FEET NORTH OF THE NORTHWEST CORNER OF
 JE0614'A SMALL WASH HOUSE, 13 FEET SOUTHWEST OF THE SOUTH SIDE OF A
 JE0614'GATE, 9 FEET WEST OF A GARDEN FENCE, ABOUT LEVEL WITH THE DRIVEWAY,
 JE0614'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 JE0614'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0608 ***********************************************************************
 JE0608  DESIGNATION -  HAMMER AZ MK
 JE0608  PID         -  JE0608
 JE0608  STATE/COUNTY-  MO/BATES
 JE0608  USGS QUAD   -  PAPINVILLE (1991)
 JE0608
 JE0608                         *CURRENT SURVEY CONTROL
 JE0608  ___________________________________________________________________
 JE0608* NAD 83(1986)-  38 05 33.     (N)    094 10 36.     (W)     SCALED    
 JE0608* NAVD 88     -       241.504  (meters)     792.33   (feet)  ADJUSTED  
 JE0608  ___________________________________________________________________
 JE0608  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JE0608  DYNAMIC HT  -         241.326 (meters)     791.75  (feet)  COMP
 JE0608  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 JE0608
 JE0608  VERT ORDER  -  SECOND    CLASS 0
 JE0608
 JE0608.The horizontal coordinates were scaled from a topographic map and have
 JE0608.an estimated accuracy of +/- 6 seconds.
 JE0608
 JE0608.The orthometric height was determined by differential leveling
 JE0608.and adjusted by the National Geodetic Survey in June 1991..
 JE0608
 JE0608.The geoid height was determined by GEOID03.
 JE0608
 JE0608.The dynamic height is computed by dividing the NAVD 88
 JE0608.geopotential number by the normal gravity value computed on the
 JE0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0608.degrees latitude (g = 980.6199 gals.).
 JE0608
 JE0608.The modeled gravity was interpolated from observed gravity values.
 JE0608
 JE0608;                    North         East    Units  Estimated Accuracy
 JE0608;SPC MO W     -   213,770.      878,360.      MT  (+/- 180 meters Scaled)
 JE0608
 JE0608                          SUPERSEDED SURVEY CONTROL
 JE0608
 JE0608  NGVD 29 (??/??/92)  241.390  (m)          791.96   (f) ADJ UNCH    2 0
 JE0608
 JE0608.Superseded values are not recommended for survey control.
 JE0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0608.See file dsdata.txt to determine how the superseded data were derived.
 JE0608
 JE0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC968167(NAD 83)
 JE0608_MARKER: DZ = AZIMUTH MARK DISK
 JE0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0608_STAMPING: HAMMER 1948
 JE0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0608+STABILITY: SURFACE MOTION
 JE0608
 JE0608  HISTORY     - Date     Condition        Report By
 JE0608  HISTORY     - 1948     MONUMENTED       CGS
 JE0608  HISTORY     - 1963     GOOD             NGS
 JE0608
 JE0608                          STATION DESCRIPTION
 JE0608
 JE0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0608'1 MI N FROM PRAIRIE CITY.
 JE0608'ABOUT 0.15 MILE WEST ALONG A GRAVELED STREET FROM THE
 JE0608'EVANGELICAL CHURCH AT PRAIRIE CITY, THENCE 0.9 MILE NORTH ALONG
 JE0608'STATE ROAD 0, AT THE JUNCTION OF STATE ROAD B IN SECTION 1,
 JE0608'T 38 N, R 30 W, 30 FEET NORTH OF THE CENTER LINE OF STATE ROAD
 JE0608'B, 44 FEET EAST OF THE CENTER LINE OF STATE ROAD 0, 53 FEET
 JE0608'NORTHEAST OF THE CENTER OF THE INTERSECTION, 5 FEET NORTHEAST
 JE0608'OF A PRAIRIE CITY SIGN, 1.1 FEET SOUTH OF A METAL WITNESS POST,
 JE0608'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 JE0608'A CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0615 ***********************************************************************
 JE0615  DESIGNATION -  HAMMER RM 1
 JE0615  PID         -  JE0615
 JE0615  STATE/COUNTY-  MO/BATES
 JE0615  USGS QUAD   -  PAPINVILLE (1991)
 JE0615
 JE0615                         *CURRENT SURVEY CONTROL
 JE0615  ___________________________________________________________________
 JE0615* NAD 83(1986)-  38 06 33.     (N)    094 10 20.     (W)     SCALED    
 JE0615* NAVD 88     -       261.725  (meters)     858.68   (feet)  ADJUSTED  
 JE0615  ___________________________________________________________________
 JE0615  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JE0615  DYNAMIC HT  -         261.532 (meters)     858.04  (feet)  COMP
 JE0615  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 JE0615
 JE0615  VERT ORDER  -  SECOND    CLASS 0
 JE0615
 JE0615.The horizontal coordinates were scaled from a topographic map and have
 JE0615.an estimated accuracy of +/- 6 seconds.
 JE0615
 JE0615.The orthometric height was determined by differential leveling
 JE0615.and adjusted by the National Geodetic Survey in June 1991..
 JE0615
 JE0615.The geoid height was determined by GEOID03.
 JE0615
 JE0615.The dynamic height is computed by dividing the NAVD 88
 JE0615.geopotential number by the normal gravity value computed on the
 JE0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0615.degrees latitude (g = 980.6199 gals.).
 JE0615
 JE0615.The modeled gravity was interpolated from observed gravity values.
 JE0615
 JE0615;                    North         East    Units  Estimated Accuracy
 JE0615;SPC MO W     -   215,620.      878,750.      MT  (+/- 180 meters Scaled)
 JE0615
 JE0615                          SUPERSEDED SURVEY CONTROL
 JE0615
 JE0615  NGVD 29 (??/??/92)  261.610  (m)          858.30   (f) ADJ UNCH    2 0
 JE0615
 JE0615.Superseded values are not recommended for survey control.
 JE0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0615.See file dsdata.txt to determine how the superseded data were derived.
 JE0615
 JE0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC972185(NAD 83)
 JE0615_MARKER: DR = REFERENCE MARK DISK
 JE0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0615_STAMPING: HAMMER NO 1 1948
 JE0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0615+STABILITY: SURFACE MOTION
 JE0615
 JE0615  HISTORY     - Date     Condition        Report By
 JE0615  HISTORY     - 1948     MONUMENTED       CGS
 JE0615  HISTORY     - 1963     GOOD             NGS
 JE0615
 JE0615                          STATION DESCRIPTION
 JE0615
 JE0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0615'2.4 MI N FROM PRAIRIE CITY.
 JE0615'ABOUT 0.15 MILE WEST ALONG A GRAVELED STREET FROM THE EVANGELICAL
 JE0615'CHURCH AT PRAIRIE CITY, THENCE 1.9 MILES NORTH ALONG STATE ROAD
 JE0615'0, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 0.15 MILE
 JE0615'NORTH ALONG A PRIVATE DRIVEWAY TO THE FARM HOUSE OF MR. HIRSCH,
 JE0615'IN SECTION 36, T 29 N, R 30 W, 3 FEET WEST OF A GARDEN FENCE,
 JE0615'64.5 FEET NORTH OF HAMMER 1948, AND SET IN THE TOP OF CONCRETE
 JE0615'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0616 ***********************************************************************
 JE0616  DESIGNATION -  HAMMER RM 2
 JE0616  PID         -  JE0616
 JE0616  STATE/COUNTY-  MO/BATES
 JE0616  USGS QUAD   -  PAPINVILLE (1991)
 JE0616
 JE0616                         *CURRENT SURVEY CONTROL
 JE0616  ___________________________________________________________________
 JE0616* NAD 83(1986)-  38 06 33.     (N)    094 10 20.     (W)     SCALED    
 JE0616* NAVD 88     -       261.171  (meters)     856.86   (feet)  ADJUSTED  
 JE0616  ___________________________________________________________________
 JE0616  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JE0616  DYNAMIC HT  -         260.979 (meters)     856.23  (feet)  COMP
 JE0616  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 JE0616
 JE0616  VERT ORDER  -  SECOND    CLASS 0
 JE0616
 JE0616.The horizontal coordinates were scaled from a topographic map and have
 JE0616.an estimated accuracy of +/- 6 seconds.
 JE0616
 JE0616.The orthometric height was determined by differential leveling
 JE0616.and adjusted by the National Geodetic Survey in June 1991..
 JE0616
 JE0616.The geoid height was determined by GEOID03.
 JE0616
 JE0616.The dynamic height is computed by dividing the NAVD 88
 JE0616.geopotential number by the normal gravity value computed on the
 JE0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0616.degrees latitude (g = 980.6199 gals.).
 JE0616
 JE0616.The modeled gravity was interpolated from observed gravity values.
 JE0616
 JE0616;                    North         East    Units  Estimated Accuracy
 JE0616;SPC MO W     -   215,620.      878,750.      MT  (+/- 180 meters Scaled)
 JE0616
 JE0616                          SUPERSEDED SURVEY CONTROL
 JE0616
 JE0616  NGVD 29 (??/??/92)  261.057  (m)          856.48   (f) ADJ UNCH    2 0
 JE0616
 JE0616.Superseded values are not recommended for survey control.
 JE0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0616.See file dsdata.txt to determine how the superseded data were derived.
 JE0616
 JE0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC972185(NAD 83)
 JE0616_MARKER: DR = REFERENCE MARK DISK
 JE0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0616_STAMPING: HAMMER NO 2 1948
 JE0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0616+STABILITY: SURFACE MOTION
 JE0616
 JE0616  HISTORY     - Date     Condition        Report By
 JE0616  HISTORY     - 1948     MONUMENTED       CGS
 JE0616  HISTORY     - 1963     GOOD             NGS
 JE0616
 JE0616                          STATION DESCRIPTION
 JE0616
 JE0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0616'2.4 MI N FROM PRAIRIE CITY.
 JE0616'ABOUT 0.15 MILE WEST ALONG A GRAVELED STREET FROM THE EVANGELICAL
 JE0616'CHURCH AT PRAIRIE CITY, THENCE 1.9 MILES NORTH ALONG STATE ROAD
 JE0616'0, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 0.15 MILE
 JE0616'NORTH ALONG A PRIVATE DRIVEWAY TO THE FARM HOUSE OF MR. HIRSCH,
 JE0616'IN SECTION 36, T 29 N, R 30 W, 18 FEET WEST OF THE CENTER LINE
 JE0616'OF THE PRIVATE DRIVEWAY, 3 FEET NORTHWEST OF THE NORTHEAST CORNER
 JE0616'OF A GARAGE, 96.5 FEET SOUTHWEST OF HAMMER 1948, AND SET IN
 JE0616'THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1569 ***********************************************************************
 JC1569  DESIGNATION -  HANCOCK
 JC1569  PID         -  JC1569
 JC1569  STATE/COUNTY-  MO/CALLAWAY
 JC1569  USGS QUAD   -  KINGDOM CITY (1985)
 JC1569
 JC1569                         *CURRENT SURVEY CONTROL
 JC1569  ___________________________________________________________________
 JC1569* NAD 83(1997)-  38 54 20.87770(N)    091 59 03.09983(W)     ADJUSTED  
 JC1569* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 JC1569  ___________________________________________________________________
 JC1569  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 JC1569  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JC1569
 JC1569  HORZ ORDER  -  FIRST
 JC1569
 JC1569.The horizontal coordinates were established by classical geodetic methods
 JC1569.and adjusted by the National Geodetic Survey in February 2000..
 JC1569
 JC1569.The orthometric height was scaled from a topographic map.
 JC1569
 JC1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1569
 JC1569.The geoid height was determined by GEOID03.
 JC1569
 JC1569;                    North         East     Units Scale Factor Converg.
 JC1569;SPC MO C     -   341,100.323   544,738.718   MT  0.99995797   +0 19 26.2
 JC1569;UTM  15      - 4,306,813.508   588,077.888   MT  0.99969552   +0 38 16.8
 JC1569
 JC1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1569!SPC MO C     -   0.99996257  x   0.99995797  =   0.99992054
 JC1569!UTM  15      -   0.99996257  x   0.99969552  =   0.99965810
 JC1569
 JC1569:                Primary Azimuth Mark                     Grid Az
 JC1569:SPC MO C     -  AUXVASSE MUNICIPAL TANK                  031 13 00.1
 JC1569:UTM  15      -  AUXVASSE MUNICIPAL TANK                  030 54 09.5
 JC1569
 JC1569|---------------------------------------------------------------------|
 JC1569| PID    Reference Object                     Distance      Geod. Az  |
 JC1569|                                                           dddmmss.s |
 JC1569| KC0673 AUXVASSE MUNICIPAL TANK             APPROX.14.5 KM 0313226.3 |
 JC1569| CN6351 HANCOCK RM 1                         34.150 METERS 03304     |
 JC1569| JC1571 KINGDOM CITY SW BELL TEL            APPROX. 5.9 KM 0390249.1 |
 JC1569| JC1572 KINGDOM CITY SW BELL TEL TOWER      APPROX. 5.9 KM 0390800.0 |
 JC1569| CN6349 HANCOCK AZ MK                                      1181919.5 |
 JC1569| JC1558 FULTON MO HOSP FOR INSANE TANK      APPROX. 7.9 KM 1455122.6 |
 JC1569| JC1557 FULTON MO HOSP FOR INSANE STK       APPROX. 7.8 KM 1470642.0 |
 JC1569| JC1554 FULTON MO HOSP FOR INSANE STK       APPROX. 7.7 KM 1473841.3 |
 JC1569| JC1555 FULTON MUN WATER WORKS STACK        APPROX. 7.0 KM 1473951.3 |
 JC1569| JC1559 FULTON MO ST DEAF DUMB SCH TK       APPROX. 7.3 KM 1481329.3 |
 JC1569| JC1563 FULTON WM WOODS COL JONES HALL      APPROX. 6.0 KM 1502941.7 |
 JC1569| JC1560 FULTON WM WOODS COLLEGE STACK       APPROX. 5.9 KM 1505633.0 |
 JC1569| JC1561 FULTON WM WOODS COLEGE TANK         APPROX. 6.0 KM 1510003.7 |
 JC1569| JC1562 FULTON MUNICIPAL TANK               APPROX. 6.5 KM 1570405.7 |
 JC1569| CN6350 HANCOCK AZ MK 2                                    1815324.8 |
 JC1569| CN6352 HANCOCK RM 2                         46.561 METERS 30355     |
 JC1569|---------------------------------------------------------------------|
 JC1569
 JC1569                          SUPERSEDED SURVEY CONTROL
 JC1569
 JC1569  NAD 83(1986)-  38 54 20.88873(N)    091 59 03.10419(W) AD(       ) 1
 JC1569  NAD 27      -  38 54 20.73740(N)    091 59 02.44800(W) AD(       ) 1
 JC1569
 JC1569.Superseded values are not recommended for survey control.
 JC1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1569.See file dsdata.txt to determine how the superseded data were derived.
 JC1569
 JC1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD8807806814(NAD 83)
 JC1569_MARKER: DS = TRIANGULATION STATION DISK
 JC1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1569+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2001
 JC1569
 JC1569  HISTORY     - Date     Condition        Report By
 JC1569  HISTORY     - 1934     MONUMENTED       CGS
 JC1569  HISTORY     - 1949     GOOD             CGS
 JC1569  HISTORY     - 1962     GOOD             CGS
 JC1569  HISTORY     - 1963     GOOD             CGS
 JC1569  HISTORY     - 1971     GOOD             NGS
 JC1569  HISTORY     - 20011129 GOOD             INDIV
 JC1569
 JC1569                          STATION DESCRIPTION
 JC1569
 JC1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1569'STATION IS ABOUT 4-1/2 MILES NNW OF FULTON, ON PASTURE LAND JUST
 JC1569'S OF THE FARMHOUSE, ON A FARM OWNED BY THE JOHN HANCOCK INSURANCE
 JC1569'CO., IN THE SE 1/4 SEC. 25, T 48 N, R 10 W.  THE MARK IS 154
 JC1569'FEET SSE OF THE SE CORNER OF THE HOUSE, 101 FEET S OF THE MOST
 JC1569'EASTERLY TREE IN THE HOUSE YARD, AND IS SET 12 INCHES
 JC1569'UNDERGROUND.
 JC1569'
 JC1569'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JC1569'BRONZE DISKS SET IN CONCRETE.
 JC1569'
 JC1569'REFERENCE MARK NO. 1 IS NNE OF THE STATION, IN AN E-W FENCE
 JC1569'BETWEEN THE PASTURE TO THE S AND A GARDEN TO THE N, 188.00 FEET
 JC1569'E OF REFERENCE MARK NO. 2 AND PROJECTS 8 INCHES.
 JC1569'
 JC1569'REFERENCE MARK NO. 2 IS NW OF THE STATION, IN THE SW CORNER OF
 JC1569'THE HOUSE YARD AND PROJECTS 14 INCHES.
 JC1569'
 JC1569'THE AZIMUTH MARK IS ESE OF THE STATION, IN THE S RIGHT-OF-WAY
 JC1569'FENCE OF THE E-W ROAD, 0.15 MILE W OF A CROSSROADS, 250 FEET SW
 JC1569'OF A LARGE BARN, AND PROJECTS 8 INCHES.
 JC1569'
 JC1569'TO REACH FROM THE NW CORNER OF THE COURTHOUSE SQUARE, GO W 0.3
 JC1569'MILE TO THE WESTMINSTER COLLEGE CAMPUS.  TURN N GO 1.3 MILES,
 JC1569'TURN W, GO 0.2 MILE, TURN N, GO N AND NW 0.9 MILE, TURN W, GO
 JC1569'0.3 MILE, TURN N GO 1.6 MILES, TURN W, GO 0.7 MILE (PASS AZIMUTH
 JC1569'MARK AT 0.15 MILE), TURN N ON FARM DRIVEWAY AND GO 0.3 MILE N TO
 JC1569'STATION.
 JC1569'
 JC1569'ALL LIGHTS CAME INTO VIEW AT 50 FEET.
 JC1569
 JC1569                          STATION RECOVERY (1949)
 JC1569
 JC1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1569'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 JC1569'CONDITION.  DUE TO SOME CHANGES A NEW DESCRIPTION FOLLOWS.
 JC1569'
 JC1569'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF FULTON, IN
 JC1569'PASTURE LAND JUST SOUTH SOUTHEAST OF A FARM HOUSE.  IT IS 137
 JC1569'FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 99 FEET
 JC1569'SOUTHEAST OF THE MOST SOUTHEASTERLY TREE IN YARD AND 71 FEET
 JC1569'SOUTH OF THE SOUTHEAST CORNER OF YARD.  THE MARK IS ABOUT 12
 JC1569'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JC1569'HANCOCK 1934.
 JC1569'
 JC1569'REFERENCE MARK NO. 1 IS 112.04 FEET NORTH NORTHEAST OF THE
 JC1569'STATION, IN AN EAST-WEST FENCE BETWEEN THE PASTURE AND GARDEN.  IT
 JC1569'IS 55 FEET EAST OF THE SOUTHWEST CORNER OF THE GARDEN AND 1 FOOT
 JC1569'SOUTH OF THE FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 JC1569'IS STAMPED HANCOCK NO 1 1934.
 JC1569'
 JC1569'REFERENCE MARK NO. 2 IS 152.76 FEET NORTHWEST OF STATION, 45 FEET
 JC1569'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 8 FEET EAST OF THE
 JC1569'SOUTHWEST CORNER OF YARD FENCE AND 1 FOOT NORTH OF THE FENCE.
 JC1569'THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED HANCOCK NO
 JC1569'2 1949.
 JC1569'
 JC1569'AZIMUTH MARK IS ABOUT 0.6 MILE EAST SOUTHEAST OF STATION, 0.15
 JC1569'MILE WEST OF A CROSS ROADS, 19 FEET SOUTH OF THE CENTERLINE OF
 JC1569'THE ROAD AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 8
 JC1569'INCHES AND THE DISK IS STAMPED HANCOCK 1934.
 JC1569'
 JC1569'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN FULTON, GO
 JC1569'WEST 0.3 MILE TO THE WESTMINSTER COLLEGE CAMPUS, TURN RIGHT
 JC1569'(NORTH) 1.3 MILES, TURN LEFT (WEST) 0.2 MILE, TURN RIGHT
 JC1569'(NORTH AND NORTHWEST) 0.9 MILE, TURN LEFT (WEST) 0.3 MILE, TURN
 JC1569'RIGHT (NORTH) 1.6 MILES, TURN LEFT (WEST) 0.15 MILE TO AZIMUTH
 JC1569'MARK ON THE LEFT, CONTINUE WEST 0.55 MILE TO DRIVEWAY ON
 JC1569'RIGHT, TURN RIGHT (NORTH) 0.3 MILE TO FARM HOUSE AND STATION.
 JC1569'
 JC1569'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE AS DESCRIBED.
 JC1569'
 JC1569'OBSERVATIONS TAKEN FROM A 90 FT. TOWER.
 JC1569
 JC1569                          STATION RECOVERY (1962)
 JC1569
 JC1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 JC1569'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JC1569'GOOD CONDITION.  ROAD CONSTRUCTION ALONG COUNTY ROAD WILL DESTROY
 JC1569'THE AZIMUTH MARK, SO IT WAS MOVED.  THE LINE OF SIGHT TO THE
 JC1569'AZIMUTH MARK WAS OBSTRUCTED BY TREES, SO THE KINGDOM CITY,
 JC1569'REPEATER STATION, SW BELL TELEPHONE CO., TOWER WAS USED AS AN
 JC1569'INITIAL TO MEASURE ANGLES.  THE SITE FOR THE STATION IS OWNED BY
 JC1569'A MR. C.E. BEAVEN WHO LIVES NEARBY.  THE 1949 DESCRIPTION BY
 JC1569'M.E.W.  IS ADEQUATE.  A SHORT DESCRIPTION FOR THE RESET AZIMUTH
 JC1569'MARK FOLLOWS.
 JC1569'
 JC1569'AZIMUTH MARK (RESET) IS 0.3 MILE SOUTH OF THE STATION, 133 FEET
 JC1569'EAST OF THE CENTER OF TRACK ROAD LEADING NORTH TO THE STATION, 85
 JC1569'FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE BELONGING TO GLENN
 JC1569'RENTSCHLER, 32 FEET SOUTH OF THE CENTER OF A GRADED ROAD, AND
 JC1569'2.5 FEET NORTHWEST OF POWER POLE 101 - 65.  THE MARK PROJECTS
 JC1569'6 INCHES AND THE DISK IS STAMPED HANCOCK AZIMUTH RESET 1962.
 JC1569'NOTE 16B.
 JC1569
 JC1569                          STATION RECOVERY (1963)
 JC1569
 JC1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JC1569'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JC1569'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RESET FOR THIS STATION
 JC1569'IN 1962 AND THE AZIMUTH TO THE AZIMUTH MARK WAS DETERMINED BY
 JC1569'USING THE KINGDOM CITY, REPEATER STATION, SOUTHWESTERN BELL
 JC1569'TELEPHONE CO., TOWER AS AN INITIAL.  SINCE THIS INTERSECTION
 JC1569'STATION HAS BEEN RELOCATED, IT WILL REQUIRE AN INVERSE BETWEEN
 JC1569'THIS STATION AND THE RELOCATED TOWER TO DETERMINE THE CORRECT
 JC1569'AZIMUTH TO THE AZIMUTH MARK.  THE ANGLE BETWEEN THE KINGDOM
 JC1569'CITY, REPEATER STATION, SOUTHWESTERN BELL TELEPHONE CO., TOWER
 JC1569'(RELOCATED) AND THE RESET AZIMUTH MARK WAS CHECKED WHEN
 JC1569'THE STATION WAS VISITED AT THIS TIME AND IT CHECKED LAST
 JC1569'YEARS ANGLE MEASUREMENT.  THERE ARE NO OTHER OBJECTS VISIBLE
 JC1569'FROM THIS STATION.
 JC1569
 JC1569                          STATION RECOVERY (1971)
 JC1569
 JC1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1569'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JC1569'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND THE MARKS WERE FOUND IN
 JC1569'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TILTED OUT OF POSITION
 JC1569'AND THE MARK WAS LEFT IN PLACE.  NO OBJECTS WERE VISIBLE AT THE
 JC1569'STATION SITE DUE TO TREES SO A NEW AZIMUTH MARK WAS NOT SET.  THE
 JC1569'OLD FARMHOUSE HAS BEEN ABANDONED AT THE STATION SITE.
 JC1569'
 JC1569'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 JC1569'SQUATE IN FULTON, GO WEST ON STATE ROAD F FOR 0.4 MILE TO THE
 JC1569'WESTMINISTER COLLEGE CAMPUS.  TURN RIGHT AND GO NORTH FOR 1.3 MILES
 JC1569'TO SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A SURFACED ROAD FOR
 JC1569'0.2 MILE.  TURN RIGHT AND GO NORTH ON A SURFACED ROAD FOR 0.85 TO
 JC1569'THE JUNCTION OF NEW U.S. HIGHWAY 54 AND STATE ROAD HH.  TURN
 JC1569'LEFT AND GO WESTERLY ON STATE ROAD HH FOR 2.75 MILES TO A DRIVEWAY
 JC1569'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE OLD DRIVEWAY FOR
 JC1569'0.3 MILE TO THE ABANDONED FARMHOUSE AND THE STATION.
 JC1569'
 JC1569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 JC1569'NNW OF FULTON.
 JC1569
 JC1569                          STATION RECOVERY (2001)
 JC1569
 JC1569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RSL)
 JC1569'MARK WAS RECOVERED AS DESCRIBED. REFERENCE MARK 1 AND 2 WERE ALSO
 JC1569'FOUND. THE OLD FARM HOUSE IS GONE. THE STATION CAN BE USED FOR GPS,
 JC1569'THE AREA IS NOW A PASTURE FOR COWS. I PUT REBAR IN THE HOLE WITH THE
 JC1569'STATION, SO IT COULD BE FOUND WITH A METAL DETECTOR. MO PLS 2001015258
 JC1569' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0078 ***********************************************************************
 HE0078  DESIGNATION -  HANDLEY
 HE0078  PID         -  HE0078
 HE0078  STATE/COUNTY-  MO/VERNON
 HE0078  USGS QUAD   -  HARWOOD (1991)
 HE0078
 HE0078                         *CURRENT SURVEY CONTROL
 HE0078  ___________________________________________________________________
 HE0078* NAD 83(1986)-  37 52 54.     (N)    094 11 46.     (W)     SCALED    
 HE0078* NAVD 88     -       246.119  (meters)     807.48   (feet)  ADJUSTED  
 HE0078  ___________________________________________________________________
 HE0078  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HE0078  DYNAMIC HT  -         245.937 (meters)     806.88  (feet)  COMP
 HE0078  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 HE0078
 HE0078  VERT ORDER  -  SECOND    CLASS 0
 HE0078
 HE0078.The horizontal coordinates were scaled from a topographic map and have
 HE0078.an estimated accuracy of +/- 6 seconds.
 HE0078
 HE0078.The orthometric height was determined by differential leveling
 HE0078.and adjusted by the National Geodetic Survey in June 1991..
 HE0078
 HE0078.The geoid height was determined by GEOID03.
 HE0078
 HE0078.The dynamic height is computed by dividing the NAVD 88
 HE0078.geopotential number by the normal gravity value computed on the
 HE0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0078.degrees latitude (g = 980.6199 gals.).
 HE0078
 HE0078.The modeled gravity was interpolated from observed gravity values.
 HE0078
 HE0078;                    North         East    Units  Estimated Accuracy
 HE0078;SPC MO W     -   190,360.      876,730.      MT  (+/- 180 meters Scaled)
 HE0078
 HE0078                          SUPERSEDED SURVEY CONTROL
 HE0078
 HE0078  NGVD 29 (??/??/92)  246.023  (m)          807.16   (f) ADJ UNCH    2 0
 HE0078
 HE0078.Superseded values are not recommended for survey control.
 HE0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0078.See file dsdata.txt to determine how the superseded data were derived.
 HE0078
 HE0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB948933(NAD 83)
 HE0078_MARKER: DB = BENCH MARK DISK
 HE0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0078_STAMPING: HANDLEY 1934
 HE0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0078+STABILITY: SURFACE MOTION
 HE0078
 HE0078  HISTORY     - Date     Condition        Report By
 HE0078  HISTORY     - 1934     MONUMENTED       CGS
 HE0078  HISTORY     - 1963     GOOD             NGS
 HE0078
 HE0078                          STATION DESCRIPTION
 HE0078
 HE0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0078'2.5 MI SE FROM WALKER.
 HE0078'ABOUT 0.3 MILE SOUTH ALONG COUNTY ROAD C FROM THE
 HE0078'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT WALKER THENCE 2.2
 HE0078'MILES SOUTHEAST ALONG A BRANCH LINE OF THE MISSOURI-KANSAS-TEXAS
 HE0078'RAILROAD, OR ABOUT 0.1 MILE NORTH ALONG COUNTY ROAD AA FROM
 HE0078'THE CHRISTIAN CHURCH AT DEDERICK THENCE 4.2 MILES NORTHWEST
 HE0078'ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD, IN SECTION 23, T 36 N,
 HE0078'R 30 W, 51 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF THE
 HE0078'RAILROAD AND A ROAD, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 HE0078'37 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHEAST
 HE0078'OF A FENCE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 HE0078'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HE0078'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1214 ***********************************************************************
 HD1214  DESIGNATION -  HANDLEY
 HD1214  PID         -  HD1214
 HD1214  STATE/COUNTY-  MO/DALLAS
 HD1214  USGS QUAD   -  LONG LANE (1982)
 HD1214
 HD1214                         *CURRENT SURVEY CONTROL
 HD1214  ___________________________________________________________________
 HD1214* NAD 83(1997)-  37 31 45.26807(N)    092 55 44.31737(W)     ADJUSTED  
 HD1214* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 HD1214  ___________________________________________________________________
 HD1214  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 HD1214  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HD1214
 HD1214  HORZ ORDER  -  SECOND
 HD1214
 HD1214.The horizontal coordinates were established by classical geodetic methods
 HD1214.and adjusted by the National Geodetic Survey in February 2000..
 HD1214
 HD1214.The orthometric height was scaled from a topographic map.
 HD1214
 HD1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1214
 HD1214.The geoid height was determined by GEOID03.
 HD1214
 HD1214;                    North         East     Units Scale Factor Converg.
 HD1214;SPC MO C     -   188,271.694   462,084.747   MT  0.99995103   -0 15 40.8
 HD1214;UTM  15      - 4,153,587.807   506,275.276   MT  0.99960049   +0 02 35.8
 HD1214
 HD1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1214!SPC MO C     -   0.99994203  x   0.99995103  =   0.99989306
 HD1214!UTM  15      -   0.99994203  x   0.99960049  =   0.99954254
 HD1214
 HD1214|---------------------------------------------------------------------|
 HD1214| PID    Reference Object                     Distance      Geod. Az  |
 HD1214|                                                           dddmmss.s |
 HD1214| CN6354 HANDLEY RM 1                         36.097 METERS 12200     |
 HD1214| CN6353 HANDLEY AZ MK                                      1881303.2 |
 HD1214| CN6355 HANDLEY RM 2                         28.895 METERS 24600     |
 HD1214|---------------------------------------------------------------------|
 HD1214
 HD1214                          SUPERSEDED SURVEY CONTROL
 HD1214
 HD1214  NAD 83(1986)-  37 31 45.28033(N)    092 55 44.31658(W) AD(       ) 2
 HD1214  NAD 27      -  37 31 45.12600(N)    092 55 43.66800(W) AD(       ) 2
 HD1214
 HD1214.Superseded values are not recommended for survey control.
 HD1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1214.See file dsdata.txt to determine how the superseded data were derived.
 HD1214
 HD1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB0627553588(NAD 83)
 HD1214_MARKER: DS = TRIANGULATION STATION DISK
 HD1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1214+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 HD1214
 HD1214  HISTORY     - Date     Condition        Report By
 HD1214  HISTORY     - 1947     MONUMENTED       CGS
 HD1214  HISTORY     - 20060724 GOOD             MODNR
 HD1214
 HD1214                          STATION DESCRIPTION
 HD1214
 HD1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1214'THE STATION IS LOCATED ABOUT 6.0 MILES WEST-NORTHWEST OF
 HD1214'CONWAY, ON THE HANDLEY SCHOOL GROUNDS, 80 FEET NORTHWEST
 HD1214'OF THE NORTHWEST CORNER OF THE SCHOOL HOUSE, 24 FEET WEST
 HD1214'OF THE CENTERLINE OF ROAD PASSING THROUGH THE SCHOOL GROUNDS
 HD1214'AND 5 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  THE MARK
 HD1214'PROJECTS 3 INCHES AND THE DISK IS STAMPED HANDLEY 1947.
 HD1214'
 HD1214'REFERENCE MARK NO. 1 IS 118.43 FEET EAST-SOUTHEAST OF THE
 HD1214'STATION, 67 FEET NORTHEAST OF THE NORTHEAST OF CORNER OF
 HD1214'SCHOOL HOUSE AND 8 FEET WEST-NORTHWEST OF A 24 INCH OAK
 HD1214'TREE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HD1214'HANDLEY 1947 NO 1.
 HD1214'
 HD1214'REFERENCE MARK NO. 2 IS 94.80 FEET SOUTHWEST OF THE STATION
 HD1214'AND 14 FEET EAST-NORTHEAST OF A 30 INCH OAK TREE.  THE MARK
 HD1214'PROJECTS 3 INCHES AND THE DISK IS STAMPED HANDLEY 1947 NO 2.
 HD1214'
 HD1214'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 20
 HD1214'FEET WEST OF THE CENTERLINE OF ROAD AND 1 FOOT NORTH OF THE
 HD1214'NORTHEAST CORNER OF A CHICKEN HOUSE.  THE MARK PROJECTS
 HD1214'3 INCHES AND THE DISK IS STAMPED HANDLEY 1947.
 HD1214'
 HD1214'TO REACH FROM THE JUNCTION OF US HIGHWAY 66 AND COUNTY ROUTES
 HD1214'M AND Y IN CONWAY, GO WEST ON COUNTY ROUTE M 6.2 MILES TO
 HD1214'A T ROAD RIGHT AND SIGN SAWMILL, TURN RIGHT (NORTH) FOR
 HD1214'0.7 MILE TO AZIMUTH MARK ON THE LEFT IN FARM YARD, CONTINUE
 HD1214'ON 0.4 MILE TO AN EAST AND WEST ROAD, HERE JOG RIGHT THEN
 HD1214'LEFT 0.1 MILE TO SCHOOL HOUSE AND STATION.
 HD1214'
 HD1214'NOTE- AZIMUTH MARK NOT VISIBLE FROM THE GROUND.
 HD1214'
 HD1214'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1214
 HD1214                          STATION RECOVERY (2006)
 HD1214
 HD1214'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HD1214'RECOVERED AZIMUTH MARK, REFERENCE MARK ONE AND REFERENCE MARK TWO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0923 ***********************************************************************
 JD0923  DESIGNATION -  HANLEY
 JD0923  PID         -  JD0923
 JD0923  STATE/COUNTY-  MO/PETTIS
 JD0923  USGS QUAD   -  BEAMAN (1978)
 JD0923
 JD0923                         *CURRENT SURVEY CONTROL
 JD0923  ___________________________________________________________________
 JD0923* NAD 83(1997)-  38 51 33.23574(N)    093 13 00.70355(W)     ADJUSTED  
 JD0923* NAVD 88     -       259.923  (meters)     852.76   (feet)  ADJUSTED  
 JD0923  ___________________________________________________________________
 JD0923  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 JD0923  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0923  DYNAMIC HT  -         259.754 (meters)     852.21  (feet)  COMP
 JD0923  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 JD0923
 JD0923  HORZ ORDER  -  SECOND
 JD0923  VERT ORDER  -  SECOND    CLASS 0
 JD0923
 JD0923.The horizontal coordinates were established by classical geodetic methods
 JD0923.and adjusted by the National Geodetic Survey in February 2000..
 JD0923
 JD0923.The orthometric height was determined by differential leveling
 JD0923.and adjusted by the National Geodetic Survey in June 1991..
 JD0923
 JD0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0923
 JD0923.The geoid height was determined by GEOID03.
 JD0923
 JD0923.The dynamic height is computed by dividing the NAVD 88
 JD0923.geopotential number by the normal gravity value computed on the
 JD0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0923.degrees latitude (g = 980.6199 gals.).
 JD0923
 JD0923.The modeled gravity was interpolated from observed gravity values.
 JD0923
 JD0923;                    North         East     Units Scale Factor Converg.
 JD0923;SPC MO C     -   336,048.824   437,781.754   MT  0.99998098   -0 26 59.2
 JD0923;UTM  15      - 4,301,177.953   481,184.369   MT  0.99960436   -0 08 09.8
 JD0923
 JD0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0923!SPC MO C     -   0.99996435  x   0.99998098  =   0.99994533
 JD0923!UTM  15      -   0.99996435  x   0.99960436  =   0.99956872
 JD0923
 JD0923:                Primary Azimuth Mark                     Grid Az
 JD0923:SPC MO C     -  HANLEY AZ MK                             178 48 33.2
 JD0923:UTM  15      -  HANLEY AZ MK                             178 29 43.8
 JD0923
 JD0923|---------------------------------------------------------------------|
 JD0923| PID    Reference Object                     Distance      Geod. Az  |
 JD0923|                                                           dddmmss.s |
 JD0923| JD0920 HANLEY AZ MK                                       1782134.0 |
 JD0923| JD2644 TT 37 C                              97.430 METERS 18052     |
 JD0923| JD0922 HANLEY RM 1                          26.295 METERS 18349     |
 JD0923| JD0925 HANLEY RM 2                          22.360 METERS 30234     |
 JD0923| JD0924 HANLEY RM 3                          13.520 METERS 35659     |
 JD0923|---------------------------------------------------------------------|
 JD0923
 JD0923                          SUPERSEDED SURVEY CONTROL
 JD0923
 JD0923  NAD 83(1997)-  38 51 33.24109(N)    093 13 00.70557(W) AD(       ) 2
 JD0923  NAD 83(1986)-  38 51 33.24395(N)    093 13 00.70526(W) AD(       ) 2
 JD0923  NAD 27      -  38 51 33.17554(N)    093 12 59.96755(W) AD(       ) 2
 JD0923  NGVD 29 (??/??/92)  259.831  (m)          852.46   (f) ADJ UNCH    2 0
 JD0923
 JD0923.Superseded values are not recommended for survey control.
 JD0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0923.See file dsdata.txt to determine how the superseded data were derived.
 JD0923
 JD0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8118401178(NAD 83)
 JD0923_MARKER: DS = TRIANGULATION STATION DISK
 JD0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0923_STAMPING: HANLEY 1949
 JD0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0923+STABILITY: SURFACE MOTION
 JD0923
 JD0923  HISTORY     - Date     Condition        Report By
 JD0923  HISTORY     - 1949     MONUMENTED       CGS
 JD0923  HISTORY     - 1962     GOOD             CGS
 JD0923  HISTORY     - 1962     GOOD             NGS
 JD0923  HISTORY     - 1966     GOOD             CGS
 JD0923  HISTORY     - 1966     GOOD             NGS
 JD0923
 JD0923                          STATION DESCRIPTION
 JD0923
 JD0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD0923'STATION IS LOCATED ABOUT 10 AND 1/2 MILES NORTH OF SEDALIA,
 JD0923'7 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 40 AND 65, 0.1
 JD0923'MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 65 AND COUNTY ROUTES
 JD0923'J AND H AND A SINCLAIR SERVICE STATION ON THE RIGHT OR WEST SIDE
 JD0923'OF THE HIGHWAY, 270 FEET NORTH OF THE CENTERLINE OF COUNTY ROUTE
 JD0923'J, 34 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 65, 70 FEET EAST
 JD0923'OF AN REA POWER POLE L1 AND 4.5 FEET EAST OF A FENCE IN THE
 JD0923'SOUTHEAST 1/4 OF SEC. 10, T. 47 N., R. 21 W. ON LAND OWNED BY MR.
 JD0923'J.R.  HANLEY.  THE MARK IS 10 INCHES BELOW THE SURFACE OF
 JD0923'THE GROUND AND THE DISC IS STAMPED HANLEY 1949.
 JD0923'
 JD0923'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTERLINE OF U.S.
 JD0923'HIGHWAY 65 AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 4
 JD0923'INCHES AND THE DISC IS STAMPED HANLEY NO 1 1949.
 JD0923'
 JD0923'REFERENCE MARK NO. 2 IS 28 FEET WEST OF THE CENTERLINE OF U.S.
 JD0923'HIGHWAY 65 AND 19 FEET NORTH OF A REA POWER POLE L1.  THE MARK
 JD0923'PROJECTS 6 INCHES AND THE DISC IS STAMPED HANLEY NO 2 1949.
 JD0923'
 JD0923'THE AZIMUTH MARK IS 91 FEET NORTH OF A WINDMILL, 32 FEET EAST OF
 JD0923'A LONE TREE AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 JD0923'8 INCHES AND THE DISC IS STAMPED HANLEY 1949.
 JD0923'
 JD0923'*TT 37 C 1936 (USGS) IS IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 JD0923'U.S. HIGHWAY 65 AND COUNTY ROUTES J AND H, 49 FEET SOUTH OF THE
 JD0923'CENTERLINE OF COUNTY ROUTE J, 35 FEET EAST OF THE CENTERLINE OF
 JD0923'U.S. HIGHWAY 65, 22 FEET SOUTH-SOUTHEAST OF A SIGN DENOTING
 JD0923'DISTANCES AND DIRECTIONS TO TOWNS AND 6 FEET EAST OF TELEPHONE
 JD0923'POLE.  THE MARK IS A STANDARD USGS BM DISK SET IN A CONCRETE
 JD0923'BLOCK WHICH IS 8 INCHES SQUARE AT THE TOP AND PROJECTS 1 INCH.
 JD0923'IT IS STAMPED TT 37 C 1936.
 JD0923'
 JD0923'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND
 JD0923'65, GO SOUTH TOWARD SEDALIA FOR 6.9 MILES TO THE STATION ON THE
 JD0923'LEFT AS DESCRIBED.
 JD0923'
 JD0923'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 JD0923'HIGHWAY 65 FOR 0.6 MILE TO FARM ON LEFT AND THE AZIMUTH MARK.
 JD0923'
 JD0923'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD0923
 JD0923                          STATION RECOVERY (1962)
 JD0923
 JD0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 JD0923'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JD0923'TT 37 C (USGS) AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND
 JD0923'FOUND IN GOOD CONDITION.  THE HORIZONTAL DISTANCE TO BOTH
 JD0923'REFERENCE MARKS WERE FOUND IN ERROR, AS WAS THE HORIZONTAL
 JD0923'DIRECTION TO REFERENCE MARK NO. 1.  A NEW DESCRIPTION FOLLOWS.
 JD0923'
 JD0923'THE STATION IS LOCATED 11 MILES NORTH OF SEDALIA, 7 MILES SOUTH
 JD0923'OF MARSHALL JUNCTION, 0.05 MILE NORTH OF THE INTERSECTION OF
 JD0923'U.S. HIGHWAY 65 AND COUNTY ROADS D AND J, ALONG THE EAST SIDE
 JD0923'OF U.S. HIGHWAY 65 ON PROPERTY OWNED BY MR. J.R. HANLEY.
 JD0923'
 JD0923'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD0923'65 IN SEDALIA (SOUTH MISSOURI AVENUE AND WEST BROADWAY), GO NORTH
 JD0923'ON U.S. HIGHWAY 65 FOR 10.2 MILES TO A FARM DRIVE ON THE RIGHT.
 JD0923'(TO REACH THE AZIMUTH MARK TURN RIGHT INTO FARMYARD AND GO EAST
 JD0923'0.05 MILE TO THE AZIMUTH MARK).  CONTINUE STRAIGHT AHEAD AND
 JD0923'GO NORTH ON U.S. HIGHWAY 65 FOR 0.55 MILE TO THE JUNCTION OF
 JD0923'COUNTY ROADS D AND J.  CONTINUE STRAIGHT AHEAD AND GO NORTH ON
 JD0923'U.S. HIGHWAY 65 FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 JD0923'
 JD0923'THE STATION MARK IS A STANDARD DISK SET IN A MASS OF CONCRETE
 JD0923'WHICH IS 10 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 JD0923'HANLEY 1949.  IT IS 34.3 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 JD0923'65, 6 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 1.8 FEET WEST OF
 JD0923'A METAL WITNESS POST.
 JD0923'
 JD0923'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 JD0923'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH AND IS
 JD0923'STAMPED HANLEY NO 1 1949.  IT IS 30 FEET EAST OF THE CENTER OF
 JD0923'U.S. HIGHWAY 65 AND 7-1/2 FEET NORTH OF A LONE TREE.
 JD0923'
 JD0923'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 JD0923'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES AND IS
 JD0923'STAMPED HANLEY NO 2 1949.  IT IS 28.4 FEET WEST OF THE CENTER OF
 JD0923'U.S. HIGHWAY 65, 19 FEET NORTH-NORTHEAST OF POWER POLE L1 AND 1
 JD0923'FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 JD0923'
 JD0923'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JD0923'SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND IS STAMPED
 JD0923'HANLEY 1949.  IT IS 91 FEET NORTH OF A WINDMILL, 32 FEET EAST OF A
 JD0923'LONE TREE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 JD0923
 JD0923                          STATION RECOVERY (1962)
 JD0923
 JD0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0923'10.4 MI N FROM SEDALIA.
 JD0923'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0923'STATION AT SEDALIA, THENCE 10.1 MILES NORTH ALONG U.S. HIGHWAY
 JD0923'65, 0.05 MILE NORTH OF A ROAD INTERSECTION, 86 FEET NORTH OF
 JD0923'RM 1, 73.0 FEET SOUTHEAST ACROSS THE HIGHWAY FROM RM 2, 34 FEET
 JD0923'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.0 FEET WEST OF A
 JD0923'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 JD0923'SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE LEVEL OF THE
 JD0923'GROUND.
 JD0923
 JD0923                          STATION RECOVERY (1966)
 JD0923
 JD0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JD0923'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 JD0923'WERE RECOVERED AS DESCRIBED IN 1962, AND THE MARKS WERE IN GOOD
 JD0923'CONDITION.  REFERENCE MARK NO. 2 AND TT 37C USGS WERE IN THE WAS
 JD0923'OF HIGHWAY CONSTRUCTION AND THE MARKS HAD TO BE DESTROYED.  THE
 JD0923'1962 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JD0923'
 JD0923'MACHINERY WAS PLACED OVER THE AZIMUTH MARK SO ANGLE COULD NOT BE
 JD0923'OBSERVED TO THE MARK.
 JD0923'
 JD0923'REFERENCE MARK NO. 3 WAS SET.
 JD0923'
 JD0923'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK NO. 3.
 JD0923'
 JD0923'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HANLEY NO 3 1949, IS
 JD0923'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 JD0923'IT IS 23 FEET SOUTH OF A ELM TREE, 3.5 FEET NORTH OF A NORTH
 JD0923'GATE POST AT A FIELD ENTRANCE, 1.5 FEET EAST OF A FENCE, AND
 JD0923'1.5 FEET EAST OF THE EAST EDGE OF THE RIGHT-OF-WAY OF U.S.
 JD0923'HIGHWAY 65.
 JD0923
 JD0923                          STATION RECOVERY (1966)
 JD0923
 JD0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JD0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0920 ***********************************************************************
 JD0920  DESIGNATION -  HANLEY AZ MK
 JD0920  PID         -  JD0920
 JD0920  STATE/COUNTY-  MO/PETTIS
 JD0920  USGS QUAD   -  BEAMAN (1978)
 JD0920
 JD0920                         *CURRENT SURVEY CONTROL
 JD0920  ___________________________________________________________________
 JD0920* NAD 83(1986)-  38 51 29.     (N)    093 13 01.     (W)     SCALED    
 JD0920* NAVD 88     -       257.107  (meters)     843.53   (feet)  ADJUSTED  
 JD0920  ___________________________________________________________________
 JD0920  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0920  DYNAMIC HT  -         256.940 (meters)     842.98  (feet)  COMP
 JD0920  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 JD0920
 JD0920  VERT ORDER  -  SECOND    CLASS 0
 JD0920
 JD0920.The horizontal coordinates were scaled from a topographic map and have
 JD0920.an estimated accuracy of +/- 6 seconds.
 JD0920
 JD0920.The orthometric height was determined by differential leveling
 JD0920.and adjusted by the National Geodetic Survey in June 1991..
 JD0920
 JD0920.The geoid height was determined by GEOID03.
 JD0920
 JD0920.The dynamic height is computed by dividing the NAVD 88
 JD0920.geopotential number by the normal gravity value computed on the
 JD0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0920.degrees latitude (g = 980.6199 gals.).
 JD0920
 JD0920.The modeled gravity was interpolated from observed gravity values.
 JD0920
 JD0920;                    North         East    Units  Estimated Accuracy
 JD0920;SPC MO C     -   335,920.      437,770.      MT  (+/- 180 meters Scaled)
 JD0920
 JD0920                          SUPERSEDED SURVEY CONTROL
 JD0920
 JD0920  NGVD 29 (??/??/92)  257.017  (m)          843.23   (f) ADJ UNCH    2 0
 JD0920
 JD0920.Superseded values are not recommended for survey control.
 JD0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0920.See file dsdata.txt to determine how the superseded data were derived.
 JD0920
 JD0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD811010(NAD 83)
 JD0920_MARKER: DZ = AZIMUTH MARK DISK
 JD0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0920_STAMPING: HANLEY 1949
 JD0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0920+STABILITY: SURFACE MOTION
 JD0920
 JD0920  HISTORY     - Date     Condition        Report By
 JD0920  HISTORY     - 1949     MONUMENTED       CGS
 JD0920  HISTORY     - 1962     GOOD             NGS
 JD0920  HISTORY     - 1966     GOOD             NGS
 JD0920
 JD0920                          STATION DESCRIPTION
 JD0920
 JD0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0920'9.7 MI N FROM SEDALIA.
 JD0920'ABOUT 0.25 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0920'THE STATION AT SEDALIA, THENCE 9.45 MILES NORTH ALONG U.S.
 JD0920'HIGHWAY 65, AT THE CREST OF A SMALL HILL, AND IN A FARM YARD, 220
 JD0920'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 91 FEET NORTH OF THE
 JD0920'NORTHWEST LEG OF A WINDWALL, 74.4 FEET WEST OF A FENCE CORNER,
 JD0920'32 FEET EAST OF A LONE TREE, 0.9 FOOT SOUTH OF A FENCE, ABOUT
 JD0920'3 1/2 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JD0920'POST PROJECTING 0.5 FOOT.
 JD0920
 JD0920                          STATION RECOVERY (1966)
 JD0920
 JD0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JD0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0922 ***********************************************************************
 JD0922  DESIGNATION -  HANLEY RM 1
 JD0922  PID         -  JD0922
 JD0922  STATE/COUNTY-  MO/PETTIS
 JD0922  USGS QUAD   -  BEAMAN (1978)
 JD0922
 JD0922                         *CURRENT SURVEY CONTROL
 JD0922  ___________________________________________________________________
 JD0922* NAD 83(1986)-  38 51 33.     (N)    093 13 00.     (W)     SCALED    
 JD0922* NAVD 88     -       259.719  (meters)     852.09   (feet)  ADJUSTED  
 JD0922  ___________________________________________________________________
 JD0922  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0922  DYNAMIC HT  -         259.551 (meters)     851.54  (feet)  COMP
 JD0922  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 JD0922
 JD0922  VERT ORDER  -  SECOND    CLASS 0
 JD0922
 JD0922.The horizontal coordinates were scaled from a topographic map and have
 JD0922.an estimated accuracy of +/- 6 seconds.
 JD0922
 JD0922.The orthometric height was determined by differential leveling
 JD0922.and adjusted by the National Geodetic Survey in June 1991..
 JD0922.WARNING-Repeat measurements at this control monument indicate possible
 JD0922.vertical movement.
 JD0922
 JD0922.The geoid height was determined by GEOID03.
 JD0922
 JD0922.The dynamic height is computed by dividing the NAVD 88
 JD0922.geopotential number by the normal gravity value computed on the
 JD0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0922.degrees latitude (g = 980.6199 gals.).
 JD0922
 JD0922.The modeled gravity was interpolated from observed gravity values.
 JD0922
 JD0922;                    North         East    Units  Estimated Accuracy
 JD0922;SPC MO C     -   336,040.      437,800.      MT  (+/- 180 meters Scaled)
 JD0922
 JD0922                          SUPERSEDED SURVEY CONTROL
 JD0922
 JD0922  NGVD 29 (??/??/92)  259.628  (m)          851.80   (f) ADJ UNCH    2 0
 JD0922
 JD0922.Superseded values are not recommended for survey control.
 JD0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0922.See file dsdata.txt to determine how the superseded data were derived.
 JD0922
 JD0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD812011(NAD 83)
 JD0922_MARKER: DR = REFERENCE MARK DISK
 JD0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0922_STAMPING: HANLEY NO 1 1949
 JD0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0922+STABILITY: SURFACE MOTION
 JD0922
 JD0922  HISTORY     - Date     Condition        Report By
 JD0922  HISTORY     - 1949     MONUMENTED       CGS
 JD0922  HISTORY     - 1966     GOOD             NGS
 JD0922
 JD0922                          STATION DESCRIPTION
 JD0922
 JD0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JD0922'10.4 MI N FROM SEDALIA.
 JD0922'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0922'STATION AT SEDALIA, THENCE 10.1 MILES NORTH ALONG U.S. HIGHWAY
 JD0922'65, 0.05 MILE NORTH OF A ROAD INTERSECTION, 86.2 FEET SOUTH OF
 JD0922'THE STATION MARK, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JD0922'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JD0922'POST PROJECTING 0.4 FOOT.
 JD0922
 JD0922                          STATION RECOVERY (1966)
 JD0922
 JD0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JD0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0924 ***********************************************************************
 JD0924  DESIGNATION -  HANLEY RM 3
 JD0924  PID         -  JD0924
 JD0924  STATE/COUNTY-  MO/PETTIS
 JD0924  USGS QUAD   -  BEAMAN (1978)
 JD0924
 JD0924                         *CURRENT SURVEY CONTROL
 JD0924  ___________________________________________________________________
 JD0924* NAD 83(1986)-  38 51 33.     (N)    093 13 00.     (W)     SCALED    
 JD0924* NAVD 88     -       260.40   (meters)     854.3    (feet)  RESET     
 JD0924  ___________________________________________________________________
 JD0924  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0924
 JD0924  VERT ORDER  -  THIRD
 JD0924
 JD0924.The horizontal coordinates were scaled from a topographic map and have
 JD0924.an estimated accuracy of +/- 6 seconds.
 JD0924
 JD0924.The orthometric height was computed from unverified reset data.
 JD0924
 JD0924.The geoid height was determined by GEOID03.
 JD0924
 JD0924;                    North         East    Units  Estimated Accuracy
 JD0924;SPC MO C     -   336,040.      437,800.      MT  (+/- 180 meters Scaled)
 JD0924
 JD0924                          SUPERSEDED SURVEY CONTROL
 JD0924
 JD0924.No superseded survey control is available for this station.
 JD0924
 JD0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD812011(NAD 83)
 JD0924_MARKER: DR = REFERENCE MARK DISK
 JD0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0924_STAMPING: HANLEY NO 3 1949
 JD0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0924+STABILITY: SURFACE MOTION
 JD0924
 JD0924  HISTORY     - Date     Condition        Report By
 JD0924  HISTORY     - 1966     MONUMENTED       CGS
 JD0924  HISTORY     - 1966     GOOD             NGS
 JD0924
 JD0924                          STATION DESCRIPTION
 JD0924
 JD0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JD0924'10.4 MI N FROM SEDALIA.
 JD0924'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0924'STATION AT SEDALIA, THENCE 10.1 MILES NORTH ALONG U.S. HIGHWAY
 JD0924'65, 0.05 MILE NORTH OF A ROAD INTERSECTION, 23 FEET SOUTH OF A
 JD0924'ELM TREE, 3.5 FEET NORTH OF A NORTH GATE POST AT A FIELD
 JD0924'ENTRANCE, 1.5 FEET EAST OF A FENCE, 1.5 FEET EAST OF THE EAST
 JD0924'EDGE OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 65, AND SET IN THE TOP
 JD0924'OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0639 ***********************************************************************
 KC0639  DESIGNATION -  HANNIBAL
 KC0639  PID         -  KC0639
 KC0639  STATE/COUNTY-  MO/MARION
 KC0639  USGS QUAD   -  HANNIBAL WEST (1971)
 KC0639
 KC0639                         *CURRENT SURVEY CONTROL
 KC0639  ___________________________________________________________________
 KC0639* NAD 83(1997)-  39 43 17.77294(N)    091 22 42.24620(W)     ADJUSTED  
 KC0639* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 KC0639  ___________________________________________________________________
 KC0639  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 KC0639  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0639
 KC0639  HORZ ORDER  -  FIRST
 KC0639
 KC0639.The horizontal coordinates were established by classical geodetic methods
 KC0639.and adjusted by the National Geodetic Survey in February 2000..
 KC0639
 KC0639.The orthometric height was scaled from a topographic map.
 KC0639
 KC0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0639
 KC0639.The geoid height was determined by GEOID03.
 KC0639
 KC0639;                    North         East     Units Scale Factor Converg.
 KC0639;SPC MO E     -   431,908.534   174,690.632   MT  1.00000313   -0 33 41.0
 KC0639;SPC IL W     -   339,780.820   596,110.955   MT  1.00007401   -0 46 28.0
 KC0639;SPC IL W     - 1,114,764.24  1,955,740.69   sFT  1.00007401   -0 46 28.0
 KC0639;UTM  15      - 4,398,115.746   638,983.069   MT  0.99983781   +1 02 11.3
 KC0639
 KC0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0639!SPC MO E     -   0.99997012  x   1.00000313  =   0.99997325
 KC0639!SPC IL W     -   0.99997012  x   1.00007401  =   1.00004413
 KC0639!UTM  15      -   0.99997012  x   0.99983781  =   0.99980793
 KC0639
 KC0639|---------------------------------------------------------------------|
 KC0639| PID    Reference Object                     Distance      Geod. Az  |
 KC0639|                                                           dddmmss.s |
 KC0639| CL8665 HANNIBAL RM 1                        36.707 METERS 09527     |
 KC0639| KC0627 BARRY STANDPIPE                     APPROX.29.2 KM 0960223.2 |
 KC0639| KC0634 HANNIBAL INTL SHOE CO TANK          APPROX. 3.8 KM 1320308.6 |
 KC0639| KC0640 HANNIBAL HAYDEN PLEASANT ST TK      APPROX. 0.8 KM 1783102.6 |
 KC0639| CL8664 HANNIBAL AZ MK                                     2890726.5 |
 KC0639| KC0686 PALMYRA MUNICIPAL TANK              APPROX.14.8 KM 3021039.9 |
 KC0639| KC0687 PALMYRA CATHOLIC CHURCH SPIRE       APPROX.14.8 KM 3041435.3 |
 KC0639| CL8666 HANNIBAL RM 2                        28.150 METERS 33719     |
 KC0639| KC0647 QUINCY W C U BLDG PENTHOUSE         APPROX.23.5 KM 3535116.6 |
 KC0639| KC0649 QUINCY ST PETERS CATH CH SPIRE      APPROX.23.4 KM 3544351.5 |
 KC0639| KC0650 QUINCY MUNICIPAL TANK               APPROX.24.6 KM 3595224.0 |
 KC0639|---------------------------------------------------------------------|
 KC0639
 KC0639                          SUPERSEDED SURVEY CONTROL
 KC0639
 KC0639  NAD 83(1997)-  39 43 17.77302(N)    091 22 42.24612(W) AD(       ) 1
 KC0639  NAD 83(1997)-  39 43 17.77584(N)    091 22 42.24509(W) AD(       ) 1
 KC0639  NAD 83(1986)-  39 43 17.77911(N)    091 22 42.24608(W) AD(       ) 1
 KC0639  NAD 27      -  39 43 17.61200(N)    091 22 41.70700(W) AD(       ) 1
 KC0639
 KC0639.Superseded values are not recommended for survey control.
 KC0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0639.See file dsdata.txt to determine how the superseded data were derived.
 KC0639
 KC0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD3898398116(NAD 83)
 KC0639_MARKER: DS = TRIANGULATION STATION DISK
 KC0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0639
 KC0639  HISTORY     - Date     Condition        Report By
 KC0639  HISTORY     - 1931     MONUMENTED       CGS
 KC0639  HISTORY     - 1967     GOOD             CGS
 KC0639  HISTORY     - 1968     GOOD             USGS
 KC0639  HISTORY     - 1975     GOOD             LOCENG
 KC0639  HISTORY     - 1982     GOOD             LOCENG
 KC0639  HISTORY     - 1985     GOOD             MOHC
 KC0639  HISTORY     - 20051119 GOOD             NGS
 KC0639
 KC0639                          STATION DESCRIPTION
 KC0639
 KC0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0639'ABOUT 1-1/2 MILES NORTHWEST OF BUSINESS DISTRICT OF HANNIBAL, IN
 KC0639'THE ROUGH JUST OFF LINKS IN NORTHEAST PART OF HANNIBAL COUNTRY
 KC0639'CLUB GOLF COURSE, 8.8 METERS (29 FEET) SOUTH OF SOUTH CURB OF
 KC0639'PALMYRA ROAD, AND 57 METERS (187 FEET) WEST OF INTERSECTION OF
 KC0639'COUNTRY CLUB DRIVE AND PALMYRA ROAD.  SURFACE AND UNDERGROUND
 KC0639'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 KC0639'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 KC0639'NO. 1 IS IN CURB ON NORTH SIDE OF PALMYRA ROAD,
 KC0639'19.5 METERS (64 FEET) WEST OF COUNTRY CLUB DRIVE, AND 36.58
 KC0639'METERS (120.0 FEET) FROM STATION.
 KC0639'NO. 2 IS CURB ON NORTH SIDE OF PALMYRA ROAD, 9 METERS (30
 KC0639'FEET) EAST OF EAST SIDE OF GATE INTO V. V. JONES PLACE, AND
 KC0639'28.04 METERS (92.0 FEET) FROM STATION.
 KC0639
 KC0639                          STATION RECOVERY (1967)
 KC0639
 KC0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KC0639'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 KC0639'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ANGLE BETWEEN
 KC0639'THE REFERENCE MARKS CHECKED BUT THE MEASUREMENT DID NOT CHECK.
 KC0639'REFERENCE MARK NO. 1 FAILED TO CHECK BY 0.43 FEET AND REFERENCE
 KC0639'MARK NO. 2 FAILED TO CHECK BY 0.34 FEET.
 KC0639'
 KC0639'AN AZIMUTH MARK WAS SET.
 KC0639'
 KC0639'FOLLOWING IS A COMPLETE DESCRIPTION.
 KC0639'
 KC0639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 KC0639'COUNTY ROAD W AT THE NORTHWEST EDGE OF HANNIBAL AND AT THE
 KC0639'ENTRANCE TO THE HANNIBAL-LAGRANGE COLLEGE, GO EAST ON COUNTY
 KC0639'ROAD W AND PALMYRA ROAD 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KC0639'CONTINUE EAST ON PALMYRA ROAD FOR 0.35 MILE TO THE STATION ON
 KC0639'THE RIGHT NEAR THE NORTHEAST CORNER OF THE COUNTRY CLUB.
 KC0639'
 KC0639'STATION MARK, A STANDARD DISK STAMPED HANNIBAL 1931, IS SET IN
 KC0639'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 KC0639'OF THE GROUND.  IT IS 41 FEET SOUTH OF THE CENTERLINE OF PALMYRA
 KC0639'ROAD, 29 FEET SOUTH OF THE SOUTH EDGE OF CURB, AND 24.9 FEET
 KC0639'SOUTHWEST OF THE CENTER OF AN IRON MANHOLE COVER.  THE
 KC0639'UNDERGROUND MARK WAS NOT INSPECTED.
 KC0639'
 KC0639'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HANNIABLE NO. 1
 KC0639'1931, IS CEMENTED IN A DRILL HOLE AND SET FLUSH WITH THE TOP
 KC0639'OF A CONCRETE CURB.  IT IS 13 FEET NORTH OF THE CENTER OF PALMYRA
 KC0639'ROAD.
 KC0639'
 KC0639'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HANNIABLE NO. 2
 KC0639'1931, IS CEMENTED IN A DRILL HOLE AND SET FLUSH WITH THE TOP OF A
 KC0639'CONCRETE CURB.  IT IS 13 FEET NORTH OF THE CENTER OF PALMYRA ROAD
 KC0639'AND 7.5 FEET EAST OF A POWERLINE POLE.
 KC0639'
 KC0639'AZIMUTH MARK, A STANDARD DISK STAMPED HANNIBAL 1931 1967, IS
 KC0639'CEMENTED IN A DRILL HOLE AND SET FLUSH WITH THE TOP OF A CONCRETE
 KC0639'CURB.  IT IS 53.5 FEET SOUTHEAST ACROSS THE ROAD FROM A POWER
 KC0639'AND STREET LIGHT POLE NO. 2220, 12.5 FEET SOUTH OF THE CENTER
 KC0639'OF PALMYRA ROAD, AND 6 FEET NORTH OF THE NORTHWEST CORNER OF
 KC0639'A CONCRETE MANHOLE BASE.
 KC0639'
 KC0639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- HANNIBAL
 KC0639
 KC0639                          STATION RECOVERY (1968)
 KC0639
 KC0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KC0639'ALL MARKS RECOVERED AS DESCRIBED.
 KC0639'
 KC0639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.5 MI NW
 KC0639'OF BUSINESS DISTRICT OF HANNIBAL.
 KC0639
 KC0639                          STATION RECOVERY (1975)
 KC0639
 KC0639'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 KC0639'HANNIBAL 1931 RECOVERED GOOD.  FOUND AS DESCRIBED.  AZIMUTH MARK
 KC0639'FOUND AS DESCRIBED.  STATION ON GOLF COURSE.
 KC0639'
 KC0639'DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH OF HANNIBAL (NORTH
 KC0639'PART OF HANNIBAL).
 KC0639
 KC0639                          STATION RECOVERY (1982)
 KC0639
 KC0639'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (AD)
 KC0639'HANNIBAL 1931 STATION, REFERENCE MARKS AND AZIMUTH MARK ALL FOUND
 KC0639'IN GOOD CONDITION (E.D.M. DISTANCE TO AZIMUTH MARK 1612.98 FEET).
 KC0639'
 KC0639'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MI. NW OF
 KC0639'BUSINESS DISTRICT OF HANNIBAL.
 KC0639
 KC0639                          STATION RECOVERY (1985)
 KC0639
 KC0639'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1985 (NP)
 KC0639'STATION MARK HANNIBAL 1931 FOUND GOOD.
 KC0639'
 KC0639'AZ MK 1931 FOUND GOOD.
 KC0639'
 KC0639'NO OTHER MARKS SEARCHED FOR.
 KC0639
 KC0639                          STATION RECOVERY (2005)
 KC0639
 KC0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005
 KC0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0640 ***********************************************************************
 KC0640  DESIGNATION -  HANNIBAL HAYDEN PLEASANT ST TK
 KC0640  PID         -  KC0640
 KC0640  STATE/COUNTY-  MO/MARION
 KC0640  USGS QUAD   -  HANNIBAL WEST (1971)
 KC0640
 KC0640                         *CURRENT SURVEY CONTROL
 KC0640  ___________________________________________________________________
 KC0640* NAD 83(1997)-  39 42 51.10999(N)    091 22 41.35265(W)     ADJUSTED  
 KC0640* NAVD 88     -                                                        
 KC0640  ___________________________________________________________________
 KC0640  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 KC0640  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0640
 KC0640  HORZ ORDER  -  THIRD
 KC0640
 KC0640.The horizontal coordinates were established by classical geodetic methods
 KC0640.and adjusted by the National Geodetic Survey in February 2000..
 KC0640
 KC0640
 KC0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0640
 KC0640.The geoid height was determined by GEOID03.
 KC0640
 KC0640;                    North         East     Units Scale Factor Converg.
 KC0640;SPC MO E     -   431,086.038   174,703.858   MT  1.00000311   -0 33 40.1
 KC0640;SPC IL W     -   338,958.223   596,121.124   MT  1.00007398   -0 46 27.0
 KC0640;SPC IL W     - 1,112,065.44  1,955,774.05   sFT  1.00007398   -0 46 27.0
 KC0640;UTM  15      - 4,397,294.075   639,019.217   MT  0.99983794   +1 02 11.2
 KC0640
 KC0640                          SUPERSEDED SURVEY CONTROL
 KC0640
 KC0640  NAD 83(1997)-  39 42 51.11006(N)    091 22 41.35257(W) AD(       ) 4
 KC0640  NAD 83(1997)-  39 42 51.11278(N)    091 22 41.35148(W) AD(       ) 4
 KC0640  NAD 83(1986)-  39 42 51.11616(N)    091 22 41.35250(W) AD(       ) 4
 KC0640  NAD 27      -  39 42 50.95300(N)    091 22 40.81500(W) AD(       ) 3
 KC0640
 KC0640.Superseded values are not recommended for survey control.
 KC0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0640.See file dsdata.txt to determine how the superseded data were derived.
 KC0640
 KC0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD3901997294(NAD 83)
 KC0640_MARKER: 51 = TANK
 KC0640
 KC0640  HISTORY     - Date     Condition        Report By
 KC0640  HISTORY     - 1931     FIRST OBSERVED   CGS
 KC0640
 KC0640                          STATION DESCRIPTION
 KC0640
 KC0640'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0634 ***********************************************************************
 KC0634  DESIGNATION -  HANNIBAL INTL SHOE CO TANK
 KC0634  PID         -  KC0634
 KC0634  STATE/COUNTY-  MO/MARION
 KC0634  USGS QUAD   -  HANNIBAL EAST (1993)
 KC0634
 KC0634                         *CURRENT SURVEY CONTROL
 KC0634  ___________________________________________________________________
 KC0634* NAD 83(1997)-  39 41 54.58965(N)    091 20 42.89652(W)     ADJUSTED  
 KC0634* NAVD 88     -                                                        
 KC0634  ___________________________________________________________________
 KC0634  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 KC0634  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0634
 KC0634  HORZ ORDER  -  THIRD
 KC0634
 KC0634.The horizontal coordinates were established by classical geodetic methods
 KC0634.and adjusted by the National Geodetic Survey in February 2000..
 KC0634
 KC0634
 KC0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0634
 KC0634.The geoid height was determined by GEOID03.
 KC0634
 KC0634;                    North         East     Units Scale Factor Converg.
 KC0634;SPC MO E     -   429,315.839   177,508.820   MT  0.99999801   -0 32 23.7
 KC0634;SPC IL W     -   337,177.484   598,919.681   MT  1.00006692   -0 45 10.4
 KC0634;SPC IL W     - 1,106,223.13  1,964,955.65   sFT  1.00006692   -0 45 10.4
 KC0634;UTM  15      - 4,395,603.018   641,871.983   MT  0.99984780   +1 03 25.7
 KC0634
 KC0634                          SUPERSEDED SURVEY CONTROL
 KC0634
 KC0634  NAD 83(1997)-  39 41 54.58974(N)    091 20 42.89643(W) AD(       ) 4
 KC0634  NAD 83(1997)-  39 41 54.59272(N)    091 20 42.89539(W) AD(       ) 4
 KC0634  NAD 83(1986)-  39 41 54.59566(N)    091 20 42.89608(W) AD(       ) 4
 KC0634  NAD 27      -  39 41 54.39700(N)    091 20 42.32300(W) AD(       ) 3
 KC0634
 KC0634.Superseded values are not recommended for survey control.
 KC0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0634.See file dsdata.txt to determine how the superseded data were derived.
 KC0634
 KC0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD4187295603(NAD 83)
 KC0634_MARKER: 53 = ELEVATED TANK
 KC0634
 KC0634  HISTORY     - Date     Condition        Report By
 KC0634  HISTORY     - 1931     FIRST OBSERVED   CGS
 KC0634  HISTORY     - 1957     GOOD             CGS
 KC0634
 KC0634                          STATION DESCRIPTION
 KC0634
 KC0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 KC0634'INTERSECTION STATION RECOVERED IN THE VICINITY WHERE GPS PLOTTED
 KC0634'ON HANNIBAL MISSOURI QUADRANGLE INDICATE STATION SHOULD BE WAS THE
 KC0634'HANNIBAL MUNICIPAL WATER TANK LOCATED IN THE SOUTHEASTERN SECTION
 KC0634'OF HANNIBAL ON THE HIGHEST PART OF A PROMINENT HILL.  TANK IS
 KC0634'ABOUT 110 FEET HIGH, SUPPORTED BY FOUR STEEL LEGS.  TANK AND
 KC0634'LEGS ARE PAINTED SILVER.
 KC0634'
 KC0634'THE TANK AT THE INTERNATIONAL SHOE CO. LOCATED ABOUT 1 MILE
 KC0634'NORTHWEST IN THE CENTRAL SECTION OF HANNIBAL IS SIMILAR BUT
 KC0634'SLIGHTLY TALLER.  SINCE IT SETS DOWN IN A VALLEY IT IS NOT
 KC0634'CONSPICIOUS FROM ANY DISTANCE.  BOTH TANKS WERE IN EXISTANCE IN
 KC0634'1931 BUT NO ONE COULD BE LOCATED TO VERIFY EITHER WERE EVER
 KC0634'PAINTED RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0901 ***********************************************************************
 HE0901  DESIGNATION -  HANNON
 HE0901  PID         -  HE0901
 HE0901  STATE/COUNTY-  MO/BARTON
 HE0901  USGS QUAD   -  IANTHA (1962)
 HE0901
 HE0901                         *CURRENT SURVEY CONTROL
 HE0901  ___________________________________________________________________
 HE0901* NAD 83(1997)-  37 36 35.68314(N)    094 28 30.72873(W)     ADJUSTED  
 HE0901* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 HE0901  ___________________________________________________________________
 HE0901  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 HE0901  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HE0901
 HE0901  HORZ ORDER  -  SECOND
 HE0901
 HE0901.The horizontal coordinates were established by classical geodetic methods
 HE0901.and adjusted by the National Geodetic Survey in February 2000..
 HE0901
 HE0901.The orthometric height was scaled from a topographic map.
 HE0901
 HE0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0901
 HE0901.The geoid height was determined by GEOID03.
 HE0901
 HE0901;                    North         East     Units Scale Factor Converg.
 HE0901;SPC MO W     -   160,155.835   852,189.390   MT  0.99994124   +0 00 54.5
 HE0901;SPC KS S     -   512,354.463   755,244.166   MT  0.99995026   +2 28 24.1
 HE0901;UTM  15      - 4,163,558.471   369,794.408   MT  0.99980882   -0 54 01.5
 HE0901
 HE0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0901!SPC MO W     -   0.99996200  x   0.99994124  =   0.99990324
 HE0901!SPC KS S     -   0.99996200  x   0.99995026  =   0.99991226
 HE0901!UTM  15      -   0.99996200  x   0.99980882  =   0.99977083
 HE0901
 HE0901:                Primary Azimuth Mark                     Grid Az
 HE0901:SPC MO W     -  SHELDON MUNICIPAL TANK                   071 26 56.7
 HE0901:SPC KS S     -  SHELDON MUNICIPAL TANK                   068 59 27.1
 HE0901:UTM  15      -  SHELDON MUNICIPAL TANK                   072 21 52.7
 HE0901
 HE0901|---------------------------------------------------------------------|
 HE0901| PID    Reference Object                     Distance      Geod. Az  |
 HE0901|                                                           dddmmss.s |
 HE0901| HE0888 SHELDON MUNICIPAL TANK              APPROX.17.0 KM 0712751.2 |
 HE0901| CN6357 HANNON RM 1                          27.067 METERS 17432     |
 HE0901| CN6356 HANNON AZ MK                                       1812327.5 |
 HE0901| HE1132 LIBERAL E LIPSCOME GRAIN ELEV       APPROX. 7.1 KM 2132157.0 |
 HE0901| CN6359 HANNON RM 3                          11.843 METERS 22225     |
 HE0901| CN6358 HANNON RM 2                          35.639 METERS 27354     |
 HE0901| CN6360 HANNON RM 4                          42.757 METERS 30147     |
 HE0901|---------------------------------------------------------------------|
 HE0901
 HE0901                          SUPERSEDED SURVEY CONTROL
 HE0901
 HE0901  NAD 83(1997)-  37 36 35.68334(N)    094 28 30.72878(W) AD(       ) 2
 HE0901  NAD 83(1997)-  37 36 35.69141(N)    094 28 30.72866(W) AD(       ) 2
 HE0901  NAD 83(1986)-  37 36 35.69423(N)    094 28 30.72417(W) AD(       ) 2
 HE0901  NAD 27      -  37 36 35.53150(N)    094 28 29.88730(W) AD(       ) 2
 HE0901
 HE0901.Superseded values are not recommended for survey control.
 HE0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0901.See file dsdata.txt to determine how the superseded data were derived.
 HE0901
 HE0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6979463558(NAD 83)
 HE0901_MARKER: DS = TRIANGULATION STATION DISK
 HE0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0901_STAMPING: HANNON 1960
 HE0901_MARK LOGO: CGS   
 HE0901_PROJECTION: FLUSH
 HE0901_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0901+STABILITY: SURFACE MOTION
 HE0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0901+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 HE0901
 HE0901  HISTORY     - Date     Condition        Report By
 HE0901  HISTORY     - 1960     MONUMENTED       CGS
 HE0901  HISTORY     - 1967     GOOD             CGS
 HE0901  HISTORY     - 1967     GOOD             CGS
 HE0901  HISTORY     - 1976     GOOD             NGS
 HE0901  HISTORY     - 19910221 GOOD             MODNR
 HE0901
 HE0901                          STATION DESCRIPTION
 HE0901
 HE0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0901'THE STATION IS ALONG THE WEST RIGHT-OF-WAY OF STATE HIGHWAY
 HE0901'43, APPROXIMATELY 4-1/2 MILES NORTHEAST OF THE CENTER OF LIBERAL,
 HE0901'6 MILES SOUTH OF BRONAUGH AND IN THE SOUTHEAST QUARTER OF SECTION
 HE0901'18, T 33 N, R 32 W.
 HE0901'
 HE0901'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160
 HE0901'AND STATE HIGHWAY 43 APPROXIMATELY 11 MILES WEST OF LAMAR, GO
 HE0901'NORTH ON HIGHWAY 43 FOR 7.3 MILES TO THE AZIMUTH MARK ON THE
 HE0901'LEFT.  CONTINUE NORTH ON HIGHWAY 43 FOR 0.1 MILE TO A CROSSROAD
 HE0901'(JUNCTION OF COUNTY ROUTE V).  CONTINUE NORTH ON HIGHWAY 43
 HE0901'FOR 0.2 MILE TO THE STATION ON THE LEFT, AT THE HOME OF MR.
 HE0901'CROCKETT.
 HE0901'
 HE0901'STATION MARKS ARE STANDARD DISKS STAMPED HANNON 1960.  THE
 HE0901'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HE0901'SURFACE OF THE GROUND.  IT IS 83 FEET SOUTHEAST OF A POWER POLE,
 HE0901'44 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY, 42 FEET
 HE0901'WEST OF THE CENTER LINE OF HIGHWAY 43 AND 33 FEET NORTH OF A
 HE0901'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HE0901'MASS OF CONCRETE 28 INCHES BELOW THE SURFACE OF THE GROUND.
 HE0901'
 HE0901'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HANNON NO 1 1960,
 HE0901'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HE0901'THE GROUND.  IT IS 31 FEET WEST OF THE CENTER LINE OF HIGHWAY
 HE0901'43 AND 1 FOOT EAST OF A FENCE.
 HE0901'
 HE0901'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HANNON NO 2 1960,
 HE0901'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HE0901'THE GROUND.  IT IS 52 FEET SOUTHWEST OF THE POWER POLE, 46 FEET
 HE0901'SOUTH OF THE CENTER OF THE GRAVEL DRIVEWAY AND 5.5 FEET
 HE0901'NORTHEAST OF A GRAIN BEN.
 HE0901'
 HE0901'AZIMUTH MARK, A STANDARD DISK STAMPED HANNON 1960, IS SET
 HE0901'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HE0901'GROUND.  IT IS 93.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 HE0901'OF THE HOUSE, 28 FEET WEST OF THE CENTER LINE OF HIGHWAY 43,
 HE0901'1.5 FEET NORTHEAST OF A POWER POLE AND 1.5 FEET EAST OF A
 HE0901'METAL WITNESS POST.
 HE0901'
 HE0901'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HE0901'
 HE0901'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE0901
 HE0901                          STATION RECOVERY (1967)
 HE0901
 HE0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HE0901'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 HE0901'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED.
 HE0901'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND IN GOOD CONDITION
 HE0901'BUT THE LINE OF SIGHT IS OBSTRUCTED BY NEW METAL GRAIN BINS,
 HE0901'THIS MARK WAS LEFT IN PLACE.
 HE0901'
 HE0901'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 HE0901'
 HE0901'FOLLOWING IS A NEW DESCRIPTION.
 HE0901'
 HE0901'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71
 HE0901'AND 160 AT THE WEST EDGE OF LAMAR, GO WEST ON U.S. HIGHWAY 160 FOR
 HE0901'10.05 MILES TO THE JUNCTION OF STATE HIGHWAY 43.  TURN RIGHT
 HE0901'AND GO NORTH ON STATE HIGHWAY 43 FOR 8.6 MILES TO THE JUNCTION OF
 HE0901'COUNTY ROAD V (AZIMUTH MARK IS 0.1 MILE SOUTH OF THIS JUNCTION
 HE0901'ON THE WEST SIDE OF HIGHWAY).  CONTINUE NORTH ON STATE HIGHWAY
 HE0901'43 FOR 0.25 MILE TO A FARM HOME AND STATION ON THE LEFT.
 HE0901'
 HE0901'STATION MARK, A STANDARD DISK STAMPED HANNON 1960, IS SET IN
 HE0901'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HE0901'SURFACE OF THE GROUND.  IT IS 89 FEET SOUTHEAST OF THE SOUTHEAST
 HE0901'CORNER OF HOUSE, 45 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 42.5
 HE0901'FEET WEST OF THE CENTER OF STATE HIGHWAY 43, 33.5 FEET
 HE0901'NORTH-NORTHWEST OF A METAL WITNESS POST, AND 32 FEET
 HE0901'NORTH-NORTHWEST OF A CORNER FENCE POST.  THE UNDERGROUND MARK WAS
 HE0901'NOT INSPECTED.
 HE0901'
 HE0901'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HANNON 1960
 HE0901'NO. 3 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 HE0901'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 77 FEET SOUTH
 HE0901'OF THE CENTER OF THE DRIVEWAY, 67 FEET WEST OF THE CENTER OF
 HE0901'STATE HIGHWAY 43, 36 FEET WEST OF THE CORNER FENCE POST, AND 1
 HE0901'FOOT NORTH OF AN EAST-WEST FENCE.
 HE0901'
 HE0901'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HANNON 1960 NO. 4
 HE0901'1967, IS CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION
 HE0901'FOR A WATER PUMP.  IT IS 48.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 HE0901'CORNER OF THE HOUSE AND 3.5 FEET NORTH OF A WATER PUMP.
 HE0901'
 HE0901'AZIMUTH MARK, A STANDARD DISK STAMPED HANNON 1960, IS SET IN
 HE0901'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HE0901'SURFACE OF THE GROUND.  IT IS 93.5 FEET NORTHEAST OF THE
 HE0901'NORTHEAST CORNER OF A HOUSE, 28 FEET WEST OF THE CENTER OF
 HE0901'STATE HIGHWAY 43, 1.5 FEET NORTHEAST OF A POWER POLE, AND 1.5
 HE0901'FEET EAST OF A METAL WITNESS POST.
 HE0901'
 HE0901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/2
 HE0901'MILES NORTHEAST OF LIBERAL.
 HE0901
 HE0901                          STATION RECOVERY (1967)
 HE0901
 HE0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HE0901'STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK RECOVERED AS
 HE0901'DESCRIBED.  STATION HAD BEEN HIT BY MACHINERY, BUT WAS UPRIGHT.
 HE0901'
 HE0901'THE 1967 ROUTE DESCRIPTION WAS ADEQUATE.
 HE0901
 HE0901                          STATION RECOVERY (1976)
 HE0901
 HE0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HE0901'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 HE0901'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARK CONCRETE
 HE0901'MONUMENT IS SLIGHTLY CHIPPED, BUT IS VERTICAL AND SOLID IN THE
 HE0901'GROUND.
 HE0901'
 HE0901'THE STATION IS ON PROPERTY OWNED BY MR. E. R. CROCKETT, ROUTE 2,
 HE0901'LIBERAL, MISSOURI AND HE WAS CONTACTED THIS DATE.
 HE0901'
 HE0901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 HE0901'NORTHEAST OF LIBERAL.
 HE0901
 HE0901                          STATION RECOVERY (1991)
 HE0901
 HE0901'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 HE0901'THIS STATION WAS RECOVERED IN GOOD CONDITION AND IN A MOWED YARD ON
 HE0901'THE CROCKETT FARM.  THE MARK PROJECTS 2 INCHES ABOVE THE GROUND.  IT
 HE0901'IS 108 FT (32.9 M) WEST OF THE CENTERLINE OF HIGHWAY 43 AND 44 FT
 HE0901'(13.4 M) SOUTH OF THE CENTERLINE OF THE DRIVEWAY.  ALL RMS WERE
 HE0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0710 ***********************************************************************
 KC0710  DESIGNATION -  HANNPORT
 KC0710  PID         -  KC0710
 KC0710  STATE/COUNTY-  MO/MARION
 KC0710  USGS QUAD   -  HANNIBAL WEST (1971)
 KC0710
 KC0710                         *CURRENT SURVEY CONTROL
 KC0710  ___________________________________________________________________
 KC0710* NAD 83(1997)-  39 43 31.81026(N)    091 26 38.98359(W)     ADJUSTED  
 KC0710* NAVD 88     -       234.7    (meters)     770.     (feet)  VERTCON   
 KC0710  ___________________________________________________________________
 KC0710  X           -    -123,805.768 (meters)                     COMP
 KC0710  Y           -  -4,910,837.689 (meters)                     COMP
 KC0710  Z           -   4,054,720.555 (meters)                     COMP
 KC0710  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 KC0710  ELLIP HEIGHT-         202.31  (meters)          (02/17/00) GPS OBS
 KC0710  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KC0710
 KC0710  HORZ ORDER  -  THIRD
 KC0710  ELLP ORDER  -  FOURTH    CLASS I
 KC0710
 KC0710.This mark is at Hannibal Municipal Airport (HAE)
 KC0710
 KC0710.The horizontal coordinates were established by GPS observations
 KC0710.and adjusted by the National Geodetic Survey in February 2000..
 KC0710
 KC0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0710
 KC0710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0710
 KC0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0710
 KC0710.The ellipsoidal height was determined by GPS observations
 KC0710.and is referenced to NAD 83.
 KC0710
 KC0710.The geoid height was determined by GEOID03.
 KC0710
 KC0710;                    North         East     Units Scale Factor Converg.
 KC0710;SPC MO E     -   432,398.758   169,057.164   MT  1.00001397   -0 36 12.4
 KC0710;UTM  15      - 4,398,448.631   633,339.139   MT  0.99981889   +0 59 40.2
 KC0710
 KC0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0710!SPC MO E     -   0.99996826  x   1.00001397  =   0.99998223
 KC0710!UTM  15      -   0.99996826  x   0.99981889  =   0.99978716
 KC0710
 KC0710:                Primary Azimuth Mark                     Grid Az
 KC0710:SPC MO E     -  HANNPORT AZ MK                           350 35 46.9
 KC0710:UTM  15      -  HANNPORT AZ MK                           348 59 54.3
 KC0710
 KC0710|---------------------------------------------------------------------|
 KC0710| PID    Reference Object                     Distance      Geod. Az  |
 KC0710|                                                           dddmmss.s |
 KC0710| KC0711 HANNPORT AZ MK                      427.536 METERS 3495934.5 |
 KC0710|---------------------------------------------------------------------|
 KC0710
 KC0710                          SUPERSEDED SURVEY CONTROL
 KC0710
 KC0710  NAD 83(1997)-  39 43 31.81312(N)    091 26 38.98508(W) AD(       ) 3
 KC0710  NAD 83(1997)-  39 43 31.81813(N)    091 26 38.98901(W) AD(       ) 3
 KC0710  NAD 83(1986)-  39 43 31.81772(N)    091 26 38.99223(W) AD(       ) 3
 KC0710  NGVD 29 (10/04/91)  234.7    (m)          770.     (f) GPS OBS        
 KC0710
 KC0710.Superseded values are not recommended for survey control.
 KC0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0710.See file dsdata.txt to determine how the superseded data were derived.
 KC0710
 KC0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD3333998449(NAD 83)
 KC0710_MARKER: I = METAL ROD
 KC0710_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KC0710_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KC0710_STAMPING: HANNPORT 1991
 KC0710_MARK LOGO: NGS   
 KC0710_PROJECTION: FLUSH
 KC0710_MAGNETIC: I = MARKER IS A STEEL ROD
 KC0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0710+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KC0710_ROD/PIPE-DEPTH: 6.4  meters
 KC0710_SLEEVE-DEPTH  : 1.0 meters
 KC0710
 KC0710  HISTORY     - Date     Condition        Report By
 KC0710  HISTORY     - 1991     MONUMENTED       NGS
 KC0710
 KC0710                          STATION DESCRIPTION
 KC0710
 KC0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KC0710'STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF HANNIBAL, 6.5 KM
 KC0710'(4.0 MI) WEST OF THE MISSISSIPPI RIVER, 1.6 KM (1.0 MI) NORTH OF U.S.
 KC0710'HIGHWAY 36, AT THE HANNIBAL MUNICIPAL AIRPORT. OWNERSHIP-CITY OF
 KC0710'HANNIBAL, CITY HALL, HANNIBAL, MO 63401.  AIRPORT COMMISSIONER IS
 KC0710'BILL SNYDER, PHONE 314-221-0115, ON SITE CONTACT IS ROD HILTON, PHONE
 KC0710'221-3230.
 KC0710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 61,
 KC0710'LOCATED AT THE WEST EDGE OF HANNIBAL, GO WEST ON HIGHWAY 36 FOR 3.1
 KC0710'KM (1.9 MI) TO COUNTY ROAD 256 ON THE RIGHT.  CONTINUE WEST ON
 KC0710'HIGHWAY 36 FOR 1.3 KM (0.8 MI) TO AN ASPHALT ROAD ON THE RIGHT AT
 KC0710'AIRPORT SIGN. TURN RIGHT, NORTH, THEN LEFT, WEST, ON ASPHALT ROAD FOR
 KC0710'0.4 KM (0.2 MI) TO THE JUNCTION OF COUNTY ROAD 257.  TURN RIGHT,
 KC0710'NORTHERLY, ON COUNTY ROAD 257 FOR 1.4 KM (0.9 MI) TO AIRPORT ENTRANCE
 KC0710'ROAD ON THE RIGHT. TURN RIGHT, SOUTH, ON A GRAVEL ROAD FOR 0.08 KM
 KC0710'(0.05 MI) TO A GREEN HANGAR AND ENTRANCE GATE TO APPRON.  GO
 KC0710'EAST-SOUTHEAST ALONG APRON AND TAXI APPROACH FOR 0.4 KM (0.2 MI) TO
 KC0710'THE JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 KC0710'STATION IS LOCATED 23.8 M (78.1 FT) NORTHEAST OF THE CENTER OF
 KC0710'TAXIWAY, 19.7 M (64.6 FT) WEST OF THE CENTER OF RUNWAY, 10.0 M
 KC0710'(32.8 FT) NORTH-NORTHEAST OF MOST EASTERLY TAXIWAY LIGHT, AND 5.3 M
 KC0710'(17.4 FT) WEST OF RUNWAY LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0711 ***********************************************************************
 KC0711  DESIGNATION -  HANNPORT AZ MK
 KC0711  PID         -  KC0711
 KC0711  STATE/COUNTY-  MO/MARION
 KC0711  USGS QUAD   -  HANNIBAL WEST (1971)
 KC0711
 KC0711                         *CURRENT SURVEY CONTROL
 KC0711  ___________________________________________________________________
 KC0711* NAD 83(1997)-  39 43 45.46172(N)    091 26 42.10332(W)     ADJUSTED  
 KC0711* NAVD 88     -       234.6    (meters)     770.     (feet)  VERTCON   
 KC0711  ___________________________________________________________________
 KC0711  X           -    -123,873.256 (meters)                     COMP
 KC0711  Y           -  -4,910,566.750 (meters)                     COMP
 KC0711  Z           -   4,055,044.339 (meters)                     COMP
 KC0711  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 KC0711  ELLIP HEIGHT-         202.25  (meters)          (02/17/00) GPS OBS
 KC0711  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KC0711
 KC0711  HORZ ORDER  -  THIRD
 KC0711  ELLP ORDER  -  FOURTH    CLASS I
 KC0711
 KC0711.This mark is at Hannibal Municipal Airport (HAE)
 KC0711
 KC0711.The horizontal coordinates were established by GPS observations
 KC0711.and adjusted by the National Geodetic Survey in February 2000..
 KC0711
 KC0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0711
 KC0711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0711
 KC0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0711
 KC0711.The ellipsoidal height was determined by GPS observations
 KC0711.and is referenced to NAD 83.
 KC0711
 KC0711.The geoid height was determined by GEOID03.
 KC0711
 KC0711;                    North         East     Units Scale Factor Converg.
 KC0711;SPC MO E     -   432,820.555   168,987.308   MT  1.00001411   -0 36 14.6
 KC0711;UTM  15      - 4,398,868.234   633,257.564   MT  0.99981862   +0 59 38.5
 KC0711
 KC0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0711!SPC MO E     -   0.99996827  x   1.00001411  =   0.99998238
 KC0711!UTM  15      -   0.99996827  x   0.99981862  =   0.99978690
 KC0711
 KC0711:                Primary Azimuth Mark                     Grid Az
 KC0711:SPC MO E     -  HANNPORT                                 170 35 47.1
 KC0711:UTM  15      -  HANNPORT                                 168 59 54.0
 KC0711
 KC0711|---------------------------------------------------------------------|
 KC0711| PID    Reference Object                     Distance      Geod. Az  |
 KC0711|                                                           dddmmss.s |
 KC0711| KC0710 HANNPORT                            427.536 METERS 1695932.5 |
 KC0711|---------------------------------------------------------------------|
 KC0711
 KC0711                          SUPERSEDED SURVEY CONTROL
 KC0711
 KC0711  NAD 83(1997)-  39 43 45.46456(N)    091 26 42.10481(W) AD(       ) 3
 KC0711  NAD 83(1997)-  39 43 45.46958(N)    091 26 42.10874(W) AD(       ) 3
 KC0711  NAD 83(1986)-  39 43 45.46917(N)    091 26 42.11196(W) AD(       ) 3
 KC0711  NGVD 29 (10/04/91)  234.7    (m)          770.     (f) GPS OBS        
 KC0711
 KC0711.Superseded values are not recommended for survey control.
 KC0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0711.See file dsdata.txt to determine how the superseded data were derived.
 KC0711
 KC0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD3325898868(NAD 83)
 KC0711_MARKER: I = METAL ROD
 KC0711_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KC0711_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KC0711_STAMPING: HANNPORT AZ MK 1991
 KC0711_MARK LOGO: NGS   
 KC0711_PROJECTION: FLUSH
 KC0711_MAGNETIC: I = MARKER IS A STEEL ROD
 KC0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0711+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KC0711_ROD/PIPE-DEPTH: 4.9  meters
 KC0711_SLEEVE-DEPTH  : 1.0 meters
 KC0711
 KC0711  HISTORY     - Date     Condition        Report By
 KC0711  HISTORY     - 1991     MONUMENTED       NGS
 KC0711
 KC0711                          STATION DESCRIPTION
 KC0711
 KC0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KC0711'STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF HANNIBAL, 6.5 KM
 KC0711'(4.0 MI) WEST OF THE MISSISSIPPI RIVER, 1.6 KM (1.0 MI) NORTH OF U.S.
 KC0711'HIGHWAY 36, AT THE HANNIBAL MUNICIPAL AIRPORT. OWNERSHIP-CITY OF
 KC0711'HANNIBAL, CITY HALL, HANNIBAL, MO 63401.  AIRPORT COMMISSIONER IS
 KC0711'BILL SNYDER, PHONE 314-221-0115, ON SITE CONTACT IS ROD HILTON, PHONE
 KC0711'221-3230.
 KC0711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 61,
 KC0711'LOCATED AT THE WEST EDGE OF HANNIBAL, GO WEST ON HIGHWAY 36 FOR 3.1
 KC0711'KM (1.9 MI) TO COUNTY ROAD 256 ON THE RIGHT.  CONTINUE WEST ON
 KC0711'HIGHWAY 36 FOR 1.3 KM (0.8 MI) TO AN ASPHALT ROAD ON THE RIGHT AT
 KC0711'AIRPORT SIGN.  TURN RIGHT, NORTH, THEN LEFT, WEST, ON ASPHALT ROAD
 KC0711'FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF COUNTY ROAD 257.  TURN RIGHT,
 KC0711'NORTHERLY, ON COUNTY ROAD 257 FOR 1.4 KM (0.9 MI) TO AIRPORT ENTRANCE
 KC0711'ROAD ON THE RIGHT. TURN RIGHT, SOUTH, ON A GRAVEL ROAD FOR 0.08 KM
 KC0711'(0.05 MI) TO A GREEN HANGAR AND ENTRANCE GATE TO APRON.  GO
 KC0711'EAST-SOUTHEAST ALONG APRON AND TAXI APPROACH FOR 0.4 KM (0.2 MI) TO
 KC0711'THE JUNCTION OF THE RUNWAY.  TURN LEFT, NORTH, ALONG WEST SIDE OF
 KC0711'RUNWAY FOR 0.4 KM (0.2 MI) TO THE STATION AT A TURNAROUND.
 KC0711'STATION IS LOCATED 21.1 M (69.2 FT) SOUTH OF THE SOUTH EDGE OF
 KC0711'TURNAROUND, 18.3 M (60.0 FT) WEST OF THE CENTER OF RUNWAY, 3.75 M
 KC0711'(12.30 FT) WEST OF A RUNWAY LIGHT, 0.3 M (1.0 FT) NORTH OF A SHORT
 KC0711'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0681 ***********************************************************************
 JE0681  DESIGNATION -  HAPPY 2
 JE0681  PID         -  JE0681
 JE0681  STATE/COUNTY-  MO/BATES
 JE0681  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0681
 JE0681                         *CURRENT SURVEY CONTROL
 JE0681  ___________________________________________________________________
 JE0681* NAD 83(1997)-  38 07 50.67364(N)    094 15 10.12515(W)     ADJUSTED  
 JE0681* NAVD 88     -       274.070  (meters)     899.18   (feet)  ADJUSTED  
 JE0681  ___________________________________________________________________
 JE0681  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JE0681  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE0681  DYNAMIC HT  -         273.869 (meters)     898.52  (feet)  COMP
 JE0681  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 JE0681
 JE0681  HORZ ORDER  -  SECOND
 JE0681  VERT ORDER  -  SECOND    CLASS 0
 JE0681
 JE0681.The horizontal coordinates were established by classical geodetic methods
 JE0681.and adjusted by the National Geodetic Survey in February 2000..
 JE0681
 JE0681.The orthometric height was determined by differential leveling
 JE0681.and adjusted by the National Geodetic Survey in June 1991..
 JE0681
 JE0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0681
 JE0681.The geoid height was determined by GEOID03.
 JE0681
 JE0681.The dynamic height is computed by dividing the NAVD 88
 JE0681.geopotential number by the normal gravity value computed on the
 JE0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0681.degrees latitude (g = 980.6199 gals.).
 JE0681
 JE0681.The modeled gravity was interpolated from observed gravity values.
 JE0681
 JE0681;                    North         East     Units Scale Factor Converg.
 JE0681;SPC MO W     -   217,990.105   871,671.222   MT  0.99994696   +0 09 09.5
 JE0681;UTM  15      - 4,221,062.634   390,199.874   MT  0.99974848   -0 46 25.1
 JE0681
 JE0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0681!SPC MO W     -   0.99996202  x   0.99994696  =   0.99990898
 JE0681!UTM  15      -   0.99996202  x   0.99974848  =   0.99971051
 JE0681
 JE0681:                Primary Azimuth Mark                     Grid Az
 JE0681:SPC MO W     -  HAPPY AZ MK                              087 23 39.6
 JE0681:UTM  15      -  HAPPY AZ MK                              088 19 14.2
 JE0681
 JE0681|---------------------------------------------------------------------|
 JE0681| PID    Reference Object                     Distance      Geod. Az  |
 JE0681|                                                           dddmmss.s |
 JE0681| JE0683 HAPPY AZ MK                         APPROX. 0.6 KM 0873249.1 |
 JE0681| JE0680 HAPPY 2 RM 1                         26.798 METERS 16820     |
 JE0681| JE0682 HAPPY 2 RM 2                         28.852 METERS 35047     |
 JE0681|---------------------------------------------------------------------|
 JE0681
 JE0681                          SUPERSEDED SURVEY CONTROL
 JE0681
 JE0681  NAD 83(1997)-  38 07 50.67386(N)    094 15 10.12513(W) AD(       ) 2
 JE0681  NAD 83(1997)-  38 07 50.68256(N)    094 15 10.12324(W) AD(       ) 2
 JE0681  NAD 83(1986)-  38 07 50.68291(N)    094 15 10.12246(W) AD(       ) 2
 JE0681  NAD 27      -  38 07 50.57963(N)    094 15 09.30717(W) AD(       ) 2
 JE0681  NGVD 29 (??/??/92)  273.955  (m)          898.80   (f) ADJ UNCH    2 0
 JE0681
 JE0681.Superseded values are not recommended for survey control.
 JE0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0681.See file dsdata.txt to determine how the superseded data were derived.
 JE0681
 JE0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9020021063(NAD 83)
 JE0681_MARKER: DS = TRIANGULATION STATION DISK
 JE0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0681_STAMPING: HAPPY 2 1963
 JE0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0681+STABILITY: SURFACE MOTION
 JE0681
 JE0681  HISTORY     - Date     Condition        Report By
 JE0681  HISTORY     - 1963     MONUMENTED       CGS
 JE0681  HISTORY     - 1963     GOOD             CGS
 JE0681  HISTORY     - 1965     GOOD             CGS
 JE0681
 JE0681                          STATION DESCRIPTION
 JE0681
 JE0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE0681'THE STATION IS LOCATED ON ROAD RIGHT OF WAY JUST SOUTHEAST
 JE0681'OF A INTERSECTION, 5-1/2 MILES EAST AND 3 MILES NORTH OF
 JE0681'TOWN OF RICH HILL, IN THE NW 1/4 SEC. 29, T39N, R30W.
 JE0681'
 JE0681'TO REACH FROM THE POST OFFICE IN RICH HILL, GO SOUTH FOR 0.05
 JE0681'MILE TO PARK AVENUE, TURN LEFT AND GO EAST ON PARK AVENUE FOR
 JE0681'0.6 MILE TO U.S. HIGHWAY 71, TURN LEFT AND GO NORTH OF U.S.
 JE0681'HIGHWAY 71 FOR 0.05 MILE TO JUNCTION WITH COUNTY ROAD B, TURN
 JE0681'RIGHT AND GO EAST ON COUNTY ROAD B FOR 5.2 MILES TO JUNCTION WITH
 JE0681'COUNTY ROAD N, TURN LEFT AND GO ON COUNTY ROAD N FOR 2.6 MILES
 JE0681'TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM
 JE0681'THE STATION, GO EAST ON GRAVELED ROAD FOR 0.35 MILE TO A
 JE0681'FENCE ON THE LEFT AND AZIMUTH MARK ON THE LEFT.
 JE0681'
 JE0681'THE STATION MARK IS A STANDARD DISK, STAMPED HAPPY 2 1963,
 JE0681'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JE0681'3 INCHES.  IT IS 60 FEET SOUTH OF THE CENTER OF A GRAVELED
 JE0681'ROAD, 68 FEET EAST OF CENTER OF COUNTY ROAD N, 21 FEET WEST
 JE0681'OF A FENCE AND 1.5 FEET SOUTHEAST OF A WITNESS POST.
 JE0681'
 JE0681'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED HAPPY 2
 JE0681'NO 1 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JE0681'PROJECTING 1 INCH.  IT IS 88.9 FEET SOUTH OF THE WITNESS
 JE0681'POST, 44 FEET EAST OF THE CENTER OF COUNTY ROAD N AND 2.5 FEET
 JE0681'WEST OF A FENCE.
 JE0681'
 JE0681'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED HAPPY 2 NO 2 1963,
 JE0681'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 1
 JE0681'INCH.  IT IS 94.0 FEET NORTH OF THE WITNESS POST, 28 FEET NORTH OF
 JE0681'THE CENTER OF THE GRAVELED ROAD AND 3 FEET SOUTH OF A FENCE.
 JE0681'
 JE0681'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HAPPY 1948, SET
 JE0681'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JE0681'2 INCHES.  IT IS 72 FEET NORTH OF THE CENTER OF A GRAVELED
 JE0681'ROAD, 3 FEET SOUTH OF A FENCE CORNER, 1.3 FEET NORTHEAST
 JE0681'OF A WITNESS POST AND 0.5 FOOT EAST OF A FENCE.
 JE0681
 JE0681                          STATION RECOVERY (1963)
 JE0681
 JE0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JE0681'7.1 MI SW FROM PLEASANT GAP.
 JE0681'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0681'CHURCH AT PLEASANT GAP THENCE 4.0 MILES WEST ALONG A GRADED
 JE0681'DIRT ROAD, THENCE 2.9 MILES SOUTH ALONG STATE ROAD N, OR 0.5
 JE0681'MILE EAST ALONG PARK AVENUE FROM THE MISSOURI PACIFIC RAILROAD
 JE0681'STATION AT RICH HILL, THENCE 0.1 MILE NORTH ALONG U.S. HIGHWAY
 JE0681'71, THENCE 6.05 MILES EAST ALONG STATE ROAD B, THENCE 5.45 MILES
 JE0681'NORTH ALONG STATE ROAD N, AT A SHARP CURVE IN THE ROAD, 66 FEET
 JE0681'NORTHEAST OF THE CENTER LINE OF THE ROAD, 66 FEET SOUTH OF THE
 JE0681'CENTER LINE OF A ROAD, 22 FEET WEST OF A FENCE, 1.5 FEET EAST OF
 JE0681'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD,
 JE0681'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JE0681
 JE0681                          STATION RECOVERY (1965)
 JE0681
 JE0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JE0681'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JE0681'
 JE0681'NO DESCRIPTION AT THE TIME THE STATION WAS VISITED, DID NOT
 JE0681'HAVE ANY TROUBLE LOCATING THE MARKS, SO THE 1963 DESCRIPTION
 JE0681'IS PROBABLY ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0680 ***********************************************************************
 JE0680  DESIGNATION -  HAPPY 2 RM 1
 JE0680  PID         -  JE0680
 JE0680  STATE/COUNTY-  MO/BATES
 JE0680  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0680
 JE0680                         *CURRENT SURVEY CONTROL
 JE0680  ___________________________________________________________________
 JE0680* NAD 83(1986)-  38 07 50.     (N)    094 15 10.     (W)     SCALED    
 JE0680* NAVD 88     -       274.041  (meters)     899.08   (feet)  ADJUSTED  
 JE0680  ___________________________________________________________________
 JE0680  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE0680  DYNAMIC HT  -         273.841 (meters)     898.43  (feet)  COMP
 JE0680  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 JE0680
 JE0680  VERT ORDER  -  SECOND    CLASS 0
 JE0680
 JE0680.The horizontal coordinates were scaled from a topographic map and have
 JE0680.an estimated accuracy of +/- 6 seconds.
 JE0680
 JE0680.The orthometric height was determined by differential leveling
 JE0680.and adjusted by the National Geodetic Survey in June 1991..
 JE0680
 JE0680.The geoid height was determined by GEOID03.
 JE0680
 JE0680.The dynamic height is computed by dividing the NAVD 88
 JE0680.geopotential number by the normal gravity value computed on the
 JE0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0680.degrees latitude (g = 980.6199 gals.).
 JE0680
 JE0680.The modeled gravity was interpolated from observed gravity values.
 JE0680
 JE0680;                    North         East    Units  Estimated Accuracy
 JE0680;SPC MO W     -   217,970.      871,670.      MT  (+/- 180 meters Scaled)
 JE0680
 JE0680                          SUPERSEDED SURVEY CONTROL
 JE0680
 JE0680  NGVD 29 (??/??/92)  273.927  (m)          898.71   (f) ADJ UNCH    2 0
 JE0680
 JE0680.Superseded values are not recommended for survey control.
 JE0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0680.See file dsdata.txt to determine how the superseded data were derived.
 JE0680
 JE0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC902210(NAD 83)
 JE0680_MARKER: DR = REFERENCE MARK DISK
 JE0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0680_STAMPING: HAPPY 2 NO 1 1963
 JE0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0680+STABILITY: SURFACE MOTION
 JE0680
 JE0680  HISTORY     - Date     Condition        Report By
 JE0680  HISTORY     - 1963     MONUMENTED       CGS
 JE0680
 JE0680                          STATION DESCRIPTION
 JE0680
 JE0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0680'7.1 MI SW FROM PLEASANT GAP.
 JE0680'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0680'CHURCH AT PLEASANT GAP THENCE 4.0 MILES WEST ALONG A GRADED DIRT
 JE0680'ROAD, THENCE 2.9 MILES SOUTH ALONG STATE ROAD N, 44 FEET NORTHEAST
 JE0680'OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A FENCE, 88.0
 JE0680'FEET SOUTH-SOUTHEAST OF HAPPY 1963, ABOUT 2 FEET BELOW THE
 JE0680'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JE0680'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0682 ***********************************************************************
 JE0682  DESIGNATION -  HAPPY 2 RM 2
 JE0682  PID         -  JE0682
 JE0682  STATE/COUNTY-  MO/BATES
 JE0682  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0682
 JE0682                         *CURRENT SURVEY CONTROL
 JE0682  ___________________________________________________________________
 JE0682* NAD 83(1986)-  38 07 50.     (N)    094 15 10.     (W)     SCALED    
 JE0682* NAVD 88     -       273.489  (meters)     897.27   (feet)  ADJUSTED  
 JE0682  ___________________________________________________________________
 JE0682  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE0682  DYNAMIC HT  -         273.288 (meters)     896.61  (feet)  COMP
 JE0682  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 JE0682
 JE0682  VERT ORDER  -  SECOND    CLASS 0
 JE0682
 JE0682.The horizontal coordinates were scaled from a topographic map and have
 JE0682.an estimated accuracy of +/- 6 seconds.
 JE0682
 JE0682.The orthometric height was determined by differential leveling
 JE0682.and adjusted by the National Geodetic Survey in June 1991..
 JE0682
 JE0682.The geoid height was determined by GEOID03.
 JE0682
 JE0682.The dynamic height is computed by dividing the NAVD 88
 JE0682.geopotential number by the normal gravity value computed on the
 JE0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0682.degrees latitude (g = 980.6199 gals.).
 JE0682
 JE0682.The modeled gravity was interpolated from observed gravity values.
 JE0682
 JE0682;                    North         East    Units  Estimated Accuracy
 JE0682;SPC MO W     -   217,970.      871,670.      MT  (+/- 180 meters Scaled)
 JE0682
 JE0682                          SUPERSEDED SURVEY CONTROL
 JE0682
 JE0682  NGVD 29 (??/??/92)  273.374  (m)          896.89   (f) ADJ UNCH    2 0
 JE0682
 JE0682.Superseded values are not recommended for survey control.
 JE0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0682.See file dsdata.txt to determine how the superseded data were derived.
 JE0682
 JE0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC902210(NAD 83)
 JE0682_MARKER: DR = REFERENCE MARK DISK
 JE0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0682_STAMPING: HAPPY 2 NO 2 1963
 JE0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0682+STABILITY: SURFACE MOTION
 JE0682
 JE0682  HISTORY     - Date     Condition        Report By
 JE0682  HISTORY     - 1963     MONUMENTED       CGS
 JE0682
 JE0682                          STATION DESCRIPTION
 JE0682
 JE0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0682'7.1 MI SW FROM PLEASANT GAP.
 JE0682'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0682'CHURCH AT PLEASANT GAP THENCE 4.0 MILES WEST ALONG A GRADED
 JE0682'DIRT ROAD, THENCE 2.9 MILES SOUTH ALONG STATE ROAD N, 111 FEET
 JE0682'NORTHEAST OF THE CENTER LINE OF THE ROAD, 29 FEET NORTH OF THE
 JE0682'CENTER LINE OF A ROAD LEADING EAST, 2 1/2 FEET SOUTH OF A FENCE,
 JE0682'94.5 FEET NORTH-NORTHWEST OF HAPPY 2 1963, ABOUT 4 FEET BELOW
 JE0682'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JE0682'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0683 ***********************************************************************
 JE0683  DESIGNATION -  HAPPY AZ MK
 JE0683  PID         -  JE0683
 JE0683  STATE/COUNTY-  MO/BATES
 JE0683  USGS QUAD   -  PLEASANT GAP (1961)
 JE0683
 JE0683                         *CURRENT SURVEY CONTROL
 JE0683  ___________________________________________________________________
 JE0683* NAD 83(1997)-  38 07 51.53801(N)    094 14 44.55810(W)     ADJUSTED  
 JE0683* NAVD 88     -       273.075  (meters)     895.91   (feet)  ADJUSTED  
 JE0683  ___________________________________________________________________
 JE0683  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JE0683  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE0683  DYNAMIC HT  -         272.875 (meters)     895.26  (feet)  COMP
 JE0683  MODELED GRAV-     979,889.0   (mgal)                       NAVD 88
 JE0683
 JE0683  HORZ ORDER  -  THIRD
 JE0683  VERT ORDER  -  SECOND    CLASS 0
 JE0683
 JE0683.The horizontal coordinates were established by classical geodetic methods
 JE0683.and adjusted by the National Geodetic Survey in February 2000..
 JE0683
 JE0683.The orthometric height was determined by differential leveling
 JE0683.and adjusted by the National Geodetic Survey in June 1991..
 JE0683
 JE0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0683
 JE0683.The geoid height was determined by GEOID03.
 JE0683
 JE0683.The dynamic height is computed by dividing the NAVD 88
 JE0683.geopotential number by the normal gravity value computed on the
 JE0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0683.degrees latitude (g = 980.6199 gals.).
 JE0683
 JE0683.The modeled gravity was interpolated from observed gravity values.
 JE0683
 JE0683;                    North         East     Units Scale Factor Converg.
 JE0683;SPC MO W     -   218,018.437   872,293.787   MT  0.99994730   +0 09 25.3
 JE0683;UTM  15      - 4,221,080.895   390,822.691   MT  0.99974680   -0 46 09.3
 JE0683
 JE0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0683!SPC MO W     -   0.99996218  x   0.99994730  =   0.99990948
 JE0683!UTM  15      -   0.99996218  x   0.99974680  =   0.99970899
 JE0683
 JE0683                          SUPERSEDED SURVEY CONTROL
 JE0683
 JE0683  NAD 83(1997)-  38 07 51.53824(N)    094 14 44.55809(W) AD(       ) 3
 JE0683  NAD 83(1997)-  38 07 51.54695(N)    094 14 44.55610(W) AD(       ) 3
 JE0683  NAD 83(1986)-  38 07 51.54729(N)    094 14 44.55544(W) AD(       ) 3
 JE0683  NAD 27      -  38 07 51.44412(N)    094 14 43.73759(W) AD(       ) 3
 JE0683  NGVD 29 (??/??/92)  272.961  (m)          895.54   (f) ADJ UNCH    2 0
 JE0683
 JE0683.Superseded values are not recommended for survey control.
 JE0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0683.See file dsdata.txt to determine how the superseded data were derived.
 JE0683
 JE0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9082321081(NAD 83)
 JE0683_MARKER: DZ = AZIMUTH MARK DISK
 JE0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0683_STAMPING: HAPPY 1948
 JE0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0683+STABILITY: SURFACE MOTION
 JE0683
 JE0683  HISTORY     - Date     Condition        Report By
 JE0683  HISTORY     - 1948     MONUMENTED       CGS
 JE0683  HISTORY     - 1963     GOOD             NGS
 JE0683
 JE0683                          STATION DESCRIPTION
 JE0683
 JE0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0683'7.6 MI SW FROM PLEASANT GAP.
 JE0683'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0683'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRADED
 JE0683'DIRT ROAD, THENCE 2.9 MILES SOUTH ALONG STATE ROAD N, THENCE
 JE0683'0.45 MILE EAST ALONG A GRAVELED ROAD, AT THE CREST OF A HILL, 73
 JE0683'FEET NORTH OF THE CENTER LINE OF THE ROAD, 51 FEET WEST OF THE
 JE0683'NORTHWEST CORNER OF AN OLD GARAGE AND CORN CRIB, 69 FEET
 JE0683'NORTH-NORTHWEST OF A POWER POLE BEARING A TRANSFORMER, 1/2 FOOT
 JE0683'EAST OF A FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST,
 JE0683'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 JE0683'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1233 ***********************************************************************
 KD1233  DESIGNATION -  HARDIN EAST BASE
 KD1233  PID         -  KD1233
 KD1233  STATE/COUNTY-  MO/CARROLL
 KD1233  USGS QUAD   -  NORBORNE (1978)
 KD1233
 KD1233                         *CURRENT SURVEY CONTROL
 KD1233  ___________________________________________________________________
 KD1233* NAD 83(1997)-  39 17 41.92596(N)    093 42 58.42428(W)     ADJUSTED  
 KD1233* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 KD1233  ___________________________________________________________________
 KD1233  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 KD1233  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD1233
 KD1233  HORZ ORDER  -  SECOND
 KD1233
 KD1233.The horizontal coordinates were established by classical geodetic methods
 KD1233.and adjusted by the National Geodetic Survey in February 2000..
 KD1233
 KD1233.The orthometric height was scaled from a topographic map.
 KD1233
 KD1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1233
 KD1233.The geoid height was determined by GEOID03.
 KD1233
 KD1233;                    North         East     Units Scale Factor Converg.
 KD1233;SPC MO C     -   384,881.982   395,086.737   MT  1.00006881   -0 46 13.2
 KD1233;SPC MO W     -   347,488.449   917,608.897   MT  0.99999744   +0 29 47.0
 KD1233;UTM  15      - 4,349,756.081   438,238.495   MT  0.99964697   -0 27 13.0
 KD1233
 KD1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1233!SPC MO C     -   0.99997327  x   1.00006881  =   1.00004207
 KD1233!SPC MO W     -   0.99997327  x   0.99999744  =   0.99997071
 KD1233!UTM  15      -   0.99997327  x   0.99964697  =   0.99962024
 KD1233
 KD1233|---------------------------------------------------------------------|
 KD1233| PID    Reference Object                     Distance      Geod. Az  |
 KD1233|                                                           dddmmss.s |
 KD1233| CL8670 HARDIN EAST BASE RM 1                30.538 METERS 05717     |
 KD1233| KD1231 NORBORNE MUNICIPAL TANK             APPROX. 3.6 KM 0752412.7 |
 KD1233| CL8671 HARDIN EAST BASE RM 2                61.106 METERS 15433     |
 KD1233| CL8669 HARDIN EAST BASE AZ MK                             3013911.0 |
 KD1233|---------------------------------------------------------------------|
 KD1233
 KD1233                          SUPERSEDED SURVEY CONTROL
 KD1233
 KD1233  NAD 83(1997)-  39 17 41.92745(N)    093 42 58.42677(W) AD(       ) 2
 KD1233  NAD 83(1986)-  39 17 41.93179(N)    093 42 58.42423(W) AD(       ) 2
 KD1233  NAD 27      -  39 17 41.87340(N)    093 42 57.63690(W) AD(       ) 2
 KD1233
 KD1233.Superseded values are not recommended for survey control.
 KD1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1233.See file dsdata.txt to determine how the superseded data were derived.
 KD1233
 KD1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD3823849756(NAD 83)
 KD1233_MARKER: DS = TRIANGULATION STATION DISK
 KD1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1233
 KD1233  HISTORY     - Date     Condition        Report By
 KD1233  HISTORY     - 1949     MONUMENTED       CGS
 KD1233  HISTORY     - 1964     GOOD             CGS
 KD1233
 KD1233                          STATION DESCRIPTION
 KD1233
 KD1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1233'THE STATION IS LOCATED ABOUT 2.0 MILES WEST AND 1/2 MILE
 KD1233'SOUTH OF NORBORNE, IN THE NORTHEAST CORNER OF A PASTURE ON THE
 KD1233'SOUTH SIDE OF THE WABASH RAILROAD AND ON LAND OWNED BY MRS.
 KD1233'SOPHIE WENZEL.  IT IS 75 FEET SOUTH OF THE SOUTH RAIL OF THE
 KD1233'WABASH RAILROAD, 87 FEET WEST OF NORTH-SOUTH FENCE LINE,
 KD1233'110 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD AND 35.5
 KD1233'FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED HARDIN EAST
 KD1233'BASE 1949 AND SET 18 INCHES BELOW THE GROUND SURFACE.
 KD1233'
 KD1233'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 30 FEET
 KD1233'WEST OF THE CENTER OF NORTH-SOUTH ROAD AND 4 FEET SOUTH OF
 KD1233'FENCE CORNER AT NORTH END OF WIRE GATE INTO FIELD.  IT IS
 KD1233'STAMPED HARDIN EAST BASE NO 1 1949 AND PROJECTS 4 INCHES.
 KD1233'
 KD1233'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET IN THE
 KD1233'NORTH-SOUTH FENCE LINE 22 FEET WEST OF THE CENTER OF NORTH-SOUTH
 KD1233'ROAD.  IT IS STAMPED HARDIN EAST BASE NO 2 1949 AND PROJECTS
 KD1233'4 INCHES.
 KD1233'
 KD1233'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION,
 KD1233'20 FEET NORTH OF THE CENTER OF DIRT ROAD, 2 FEET SOUTHEAST
 KD1233'OF POWER LINE POLE, 1 FOOT SOUTH OF FENCE LINE AND 2 FEET EAST
 KD1233'OF WITNESS POST.  IT IS STAMPED HARDIN EAST BASE 1949 AND
 KD1233'PROJECTS 4 INCHES.
 KD1233'
 KD1233'TO REACH THE STATION FROM THE RAILROAD STATION IN NORBORNE,
 KD1233'GO NORTH AND WEST ON COUNTY ROUTE D FOR 0.5 MILE TO POINT
 KD1233'WHERE COUNTY ROUTE D TURNS RIGHT, CONTINUE STRAIGHT AHEAD
 KD1233'WEST ON MACADAM ROAD FOR 2.05 MILES TO CROSSROAD, TURN LEFT
 KD1233'AND FOLLOW DIRT ROAD SOUTH FOR 0.75 MILE TO THE AZIMUTH MARK
 KD1233'ON THE LEFT SIDE AS DESCRIBED, CONTINUE SOUTH ON DIRT ROAD FOR
 KD1233'0.3 MILE TO WIRE GATE IN FENCE CORNER ON THE RIGHT JUST
 KD1233'AFTER CROSSING TWO SETS OF RAILROAD TRACKS, TURN RIGHT THROUGH
 KD1233'GATE FOR ABOUT 100 FEET TO THE STATION JUST SOUTH OF
 KD1233'EAST-WEST FENCE LINE AS DESCRIBED.
 KD1233'
 KD1233'AN 87 FOOT SIGNAL AT STATION NORBORNE IS VISIBLE AT 37 FEET.
 KD1233'
 KD1233'A 100 FOOT SIGNAL AT STATION HODGE IS VISIBLE AT 37 FEET.
 KD1233'
 KD1233'AN 87 FOOT SIGNAL AT STATION LEX IS VISIBLE AT 37 FEET.
 KD1233'
 KD1233'AN 87 FOOT SIGNAL AT STATION HARDIN WEST BASE IS VISIBLE
 KD1233'AT 37 FEET.
 KD1233'
 KD1233'A 4 FOOT SIGNAL AT A STATION IS VISIBLE AT 4 FEET.
 KD1233'
 KD1233'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KD1233
 KD1233                          STATION RECOVERY (1964)
 KD1233
 KD1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1233'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1233'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE
 KD1233'AZIMUTH MARK IS 2 FEET SOUTHEAST OF THE FIRST POWER POLE EAST OF
 KD1233'A CURVE IN THE ROAD AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.
 KD1233'THE AZIMUTH MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HARDIN
 KD1233'EAST BASE 1949.  STATION IS LOCATED IN THE SW 1/4 OF
 KD1233'SEC 21, T 52 N., R 25 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1276 ***********************************************************************
 KD1276  DESIGNATION -  HARDIN WEST BASE RESET
 KD1276  PID         -  KD1276
 KD1276  STATE/COUNTY-  MO/RAY
 KD1276  USGS QUAD   -  HARDIN (1978)
 KD1276
 KD1276                         *CURRENT SURVEY CONTROL
 KD1276  ___________________________________________________________________
 KD1276* NAD 83(1997)-  39 16 20.26934(N)    093 49 26.39942(W)     ADJUSTED  
 KD1276* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 KD1276  ___________________________________________________________________
 KD1276  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KD1276  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD1276
 KD1276  HORZ ORDER  -  SECOND
 KD1276
 KD1276.The horizontal coordinates were established by classical geodetic methods
 KD1276.and adjusted by the National Geodetic Survey in February 2000..
 KD1276
 KD1276.The orthometric height was scaled from a topographic map.
 KD1276
 KD1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1276
 KD1276.The geoid height was determined by GEOID03.
 KD1276
 KD1276;                    North         East     Units Scale Factor Converg.
 KD1276;SPC MO W     -   344,895.337   908,331.189   MT  0.99998306   +0 25 40.5
 KD1276;SPC MO C     -   382,494.335   385,753.133   MT  1.00009399   -0 50 17.5
 KD1276;UTM  15      - 4,347,317.930   428,922.207   MT  0.99966220   -0 31 17.8
 KD1276
 KD1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1276!SPC MO W     -   0.99997201  x   0.99998306  =   0.99995507
 KD1276!SPC MO C     -   0.99997201  x   1.00009399  =   1.00006600
 KD1276!UTM  15      -   0.99997201  x   0.99966220  =   0.99963422
 KD1276
 KD1276|---------------------------------------------------------------------|
 KD1276| PID    Reference Object                     Distance      Geod. Az  |
 KD1276|                                                           dddmmss.s |
 KD1276| CL8673 HARDIN WEST BASE RM 1                30.623 METERS 21727     |
 KD1276| CL8672 HARDIN WEST BASE AZ MK                             2400106.9 |
 KD1276| CL8674 HARDIN WEST BASE RM 2                23.270 METERS 30603     |
 KD1276|---------------------------------------------------------------------|
 KD1276
 KD1276                          SUPERSEDED SURVEY CONTROL
 KD1276
 KD1276  NAD 83(1997)-  39 16 20.27053(N)    093 49 26.40177(W) AD(       ) 2
 KD1276  NAD 83(1986)-  39 16 20.27507(N)    093 49 26.39923(W) AD(       ) 2
 KD1276  NAD 27      -  39 16 20.22080(N)    093 49 25.60120(W) AD(       ) 2
 KD1276
 KD1276.Superseded values are not recommended for survey control.
 KD1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1276.See file dsdata.txt to determine how the superseded data were derived.
 KD1276
 KD1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2892247318(NAD 83)
 KD1276_MARKER: DS = TRIANGULATION STATION DISK
 KD1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1276_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1276_STAMPING: HARDIN WEST BASE 1949 1966
 KD1276_MARK LOGO: CGS   
 KD1276_PROJECTION: FLUSH
 KD1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1276
 KD1276  HISTORY     - Date     Condition        Report By
 KD1276  HISTORY     - 1966     MONUMENTED       CGS
 KD1276  HISTORY     - 1980     GOOD             LOCENG
 KD1276  HISTORY     - 19970205 GOOD             USE
 KD1276
 KD1276                          STATION DESCRIPTION
 KD1276
 KD1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1276'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE UNDERGROUND
 KD1276'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KD1276'THE UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE MARK
 KD1276'WAS SET.
 KD1276'
 KD1276'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 KD1276'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES
 KD1276'AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT VERIFIED.
 KD1276'
 KD1276'FOLLOWING IS A NEW DESCRIPTION.
 KD1276'
 KD1276'TO REACH THE STATION FROM THE HARDIN STATE BANK IN HARDIN,
 KD1276'GO EAST-NORTHEAST FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT.
 KD1276'(TURN RIGHT FOR 0.05 MILE, CROSSING RAILROAD SIDING, TO
 KD1276'THE AZIMUTH MARK ON THE LEFT.) CONTINUE EAST ON GRAVELED
 KD1276'ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT AND THE STATION IN
 KD1276'THE NORTHEAST ANGLE OF INTERSECTION.
 KD1276'
 KD1276'STATION MARK ARE STANDARD DISKS STAMPED HARDIN WEST BASE
 KD1276'1949 1966.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND
 KD1276'CONCRETE POST WHICH IS 6 INCHES BELOW THE SURFACE OF THE
 KD1276'GROUND.  IT IS 51.5 FEET SOUTH OF THE SOUTH SIDE OF A LADDER
 KD1276'ON WELL CASEING, 49 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 KD1276'ROAD, AND 30 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET.
 KD1276'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 KD1276'36 INCHES BELOW THE SURFACE OF THE GROUND.
 KD1276'
 KD1276'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARDIN WEST
 KD1276'BASE NO. 1 1949, IS SET IN THE TOP OF A ROUND CONCRETE POST
 KD1276'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 18
 KD1276'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 3 FEET SOUTHEAST
 KD1276'OF A POWERLINE POLE WITH A STREET LIGHT, AND 1 FOOT EAST OF
 KD1276'A METAL WITNESS POST.
 KD1276'
 KD1276'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARDIN WEST
 KD1276'BASE NO. 2 1949, IS SET IN THE TOP OF A ROUND CONCRETE POST
 KD1276'WHICH PROJECTS 8 INCHES.  IT IS 17 FEET WEST OF THE CENTER OF
 KD1276'THE NORTH-SOUTH ROAD, 6 FEET NORTH OF A POWERLINE POLE, AND
 KD1276'4 FEET WEST OF THE WEST EDGE OF A MANHOLE COVER.
 KD1276'
 KD1276'AZIMUTH MARK, A STANDARD DISK STAMPED HARDIN WEST BASE 1949,
 KD1276'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 2 INCHES
 KD1276'BELOW THE SURFACE OF THE GROUND.  IT IS 18 FEET EAST OF
 KD1276'THE CENTER OF FIFTH STREET, 13 FEET SOUTH OF THE MOST SOUTH
 KD1276'RAIL, 1 FOOT WEST-SOUTHWEST OF A RAILROAD CROSSING SIGN,
 KD1276'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KD1276'
 KD1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.5 MILE
 KD1276'EAST-NORTHEAST OF HARDIN
 KD1276
 KD1276                          STATION RECOVERY (1980)
 KD1276
 KD1276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (ATL)
 KD1276'AZ. MK. HARDIN WEST BASE 1949 RECOVERED GOOD.  NOTE--DID NOT LOOK
 KD1276'FOR STATION.
 KD1276'
 KD1276'HARDIN WEST BASE NO. 1 1949 RECOVERED GOOD.
 KD1276'
 KD1276'HARDIN WEST BASE NO. 2 1949 RECOVERED GOOD.
 KD1276
 KD1276                          STATION RECOVERY (1997)
 KD1276
 KD1276'RECOVERY NOTE BY US ENGINEERS 1997 (RPP)
 KD1276'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0819 ***********************************************************************
 GE0819  DESIGNATION -  HARPER
 GE0819  PID         -  GE0819
 GE0819  STATE/COUNTY-  MO/OREGON
 GE0819  USGS QUAD   -  COUCH (1984)
 GE0819
 GE0819                         *CURRENT SURVEY CONTROL
 GE0819  ___________________________________________________________________
 GE0819* NAD 83(1997)-  36 36 50.79485(N)    091 28 30.63669(W)     ADJUSTED  
 GE0819* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 GE0819  ___________________________________________________________________
 GE0819  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GE0819  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GE0819
 GE0819  HORZ ORDER  -  THIRD
 GE0819
 GE0819.The horizontal coordinates were established by classical geodetic methods
 GE0819.and adjusted by the National Geodetic Survey in February 2000..
 GE0819
 GE0819.The orthometric height was scaled from a topographic map.
 GE0819
 GE0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0819
 GE0819.The geoid height was determined by GEOID03.
 GE0819
 GE0819;                    North         East     Units Scale Factor Converg.
 GE0819;SPC MO E     -    87,074.422   162,765.789   MT  1.00002705   -0 34 54.0
 GE0819;UTM  15      - 4,053,148.044   636,359.987   MT  0.99982908   +0 54 34.5
 GE0819
 GE0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0819!SPC MO E     -   0.99996165  x   1.00002705  =   0.99998870
 GE0819!UTM  15      -   0.99996165  x   0.99982908  =   0.99979073
 GE0819
 GE0819:                Primary Azimuth Mark                     Grid Az
 GE0819:SPC MO E     -  HARPER AZ MK                             202 08 14.7
 GE0819:UTM  15      -  HARPER AZ MK                             200 38 46.2
 GE0819
 GE0819|---------------------------------------------------------------------|
 GE0819| PID    Reference Object                     Distance      Geod. Az  |
 GE0819|                                                           dddmmss.s |
 GE0819| CI1559 HARPER AZ MK                                       2013320.7 |
 GE0819| GE0451 Y 51                                 29.608 METERS 20336     |
 GE0819| CI1560 HARPER RM 1                          23.850 METERS 27709     |
 GE0819|---------------------------------------------------------------------|
 GE0819
 GE0819                          SUPERSEDED SURVEY CONTROL
 GE0819
 GE0819  NAD 83(1997)-  36 36 50.79777(N)    091 28 30.63927(W) AD(       ) 3
 GE0819  NAD 83(1986)-  36 36 50.80356(N)    091 28 30.63635(W) AD(       ) 3
 GE0819  NAD 27      -  36 36 50.58680(N)    091 28 30.13430(W) AD(       ) 3
 GE0819
 GE0819.Superseded values are not recommended for survey control.
 GE0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0819.See file dsdata.txt to determine how the superseded data were derived.
 GE0819
 GE0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3636053148(NAD 83)
 GE0819_MARKER: DS = TRIANGULATION STATION DISK
 GE0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0819
 GE0819  HISTORY     - Date     Condition        Report By
 GE0819  HISTORY     - 1956     MONUMENTED       CGS
 GE0819
 GE0819                          STATION DESCRIPTION
 GE0819
 GE0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0819'THE STATION IS ALONG STATE ROUTE 19, ON A LOW WOODED RIDGE
 GE0819'RUNNING EAST AND WEST, ABOUT 7 MILES NORTHEAST OF THAYER AND 7 MILES
 GE0819'SOUTHWEST OF ALTON, IN THE NORTHWEST QUARTER OF SECTION 36, T. 23
 GE0819'N, R. 5 W.
 GE0819'
 GE0819'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 GE0819'ALTON, GO SOUTHWEST ON STATE HIGHWAY 19 FOR 8.15 MILES TO THE
 GE0819'STATION ON THE LEFT, JUST BEFORE REACHING THE G. W. MOORE STORE
 GE0819'AND SERVICE STATION, CONTINUE SOUTHERLY FOR 0.4 MILE TO THE
 GE0819'AZIMUTH MARK ON THE RIGHT.
 GE0819'
 GE0819'STATION MARKS ARE STANDARD DISKS, STAMPED HARPER 1956.  THE
 GE0819'SURFACE MARK IS SET IN A ROUND, 10 INCH, CONCRETE POST WHICH
 GE0819'PROJECTS 2 INCHES.  IT IS 54 FEET EAST OF THE CENTER OF STATE
 GE0819'HIGHWAY 19 AND 150 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GE0819'G.W. MOORE STORE AND SERVICE STATION. THE UNDERGROUND MARK IS SET
 GE0819'IN A IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE
 GE0819'OF THE GROUND.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3
 GE0819'FEET EAST OF THE MARK.
 GE0819'
 GE0819'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARPER NO 1 1956,
 GE0819'SET IN THE TOP OF A 10 INCH, ROUND, CONCRETE POST WHICH PROJECTS
 GE0819'1 INCH.  IT IS 30 FEET WEST OF THE CENTER OF THE HIGHWAY.
 GE0819'
 GE0819'BENCH MARK Y 51 IS A STANDARD DISK, STAMPED Y 51 1934, SET IN
 GE0819'A 6 INCH, SQUARE, CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 GE0819'45 FEET EAST OF THE CENTER OF THE HIGHWAY.
 GE0819'
 GE0819'AZIMUTH MARK IS A STANDARD DISK, STAMPED HARPER 1956, SET IN
 GE0819'THE TOP OF A 10 INCH, ROUND, CONCRETE POST WHICH PROJECTS
 GE0819'4 INCHES.  IT IS 2 FEET EAST OF ROAD RIGHT-OF-WAY FENCE AND
 GE0819'30 FEET WEST OF THE CENTER OF THE HIGHWAY.  A 4 IN X 4 IN WHITE
 GE0819'WITNESS POST WAS SET 3 FEET SOUTHWEST OF THE MARK.
 GE0819'
 GE0819'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0684 ***********************************************************************
 GG0684  DESIGNATION -  HARPER RESET
 GG0684  PID         -  GG0684
 GG0684  STATE/COUNTY-  MO/NEWTON
 GG0684  USGS QUAD   -  RACINE (1978)
 GG0684
 GG0684                         *CURRENT SURVEY CONTROL
 GG0684  ___________________________________________________________________
 GG0684* NAD 83(1997)-  36 59 50.68944(N)    094 33 05.89846(W)     ADJUSTED  
 GG0684* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 GG0684  ___________________________________________________________________
 GG0684  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GG0684  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GG0684
 GG0684  HORZ ORDER  -  SECOND
 GG0684
 GG0684.The horizontal coordinates were established by classical geodetic methods
 GG0684.and adjusted by the National Geodetic Survey in February 2000..
 GG0684
 GG0684.The orthometric height was scaled from a topographic map.
 GG0684
 GG0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0684
 GG0684.The geoid height was determined by GEOID03.
 GG0684
 GG0684;                    North         East     Units Scale Factor Converg.
 GG0684;SPC MO W     -    92,183.686   845,403.689   MT  0.99994144   -0 01 51.9
 GG0684;SPC KS S     -   444,149.993   751,379.547   MT  1.00006382   +2 25 35.0
 GG0684;SPC OK N     -   227,081.998   906,905.707   MT  1.00005025   +2 02 06.1
 GG0684;SPC OK N     -   745,018.19  2,975,406.47   sFT  1.00005025   +2 02 06.1
 GG0684;UTM  15      - 4,095,710.666   361,931.938   MT  0.99983484   -0 56 02.0
 GG0684
 GG0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0684!SPC MO W     -   0.99995014  x   0.99994144  =   0.99989158
 GG0684!SPC KS S     -   0.99995014  x   1.00006382  =   1.00001396
 GG0684!SPC OK N     -   0.99995014  x   1.00005025  =   1.00000039
 GG0684!UTM  15      -   0.99995014  x   0.99983484  =   0.99978499
 GG0684
 GG0684:                Primary Azimuth Mark                     Grid Az
 GG0684:SPC MO W     -  JOPLIN MUN WATER WKS STK                 016 07 14.7
 GG0684:SPC KS S     -  JOPLIN MUN WATER WKS STK                 013 39 47.8
 GG0684:SPC OK N     -  JOPLIN MUN WATER WKS STK                 014 03 16.7
 GG0684:UTM  15      -  JOPLIN MUN WATER WKS STK                 017 01 24.8
 GG0684
 GG0684|---------------------------------------------------------------------|
 GG0684| PID    Reference Object                     Distance      Geod. Az  |
 GG0684|                                                           dddmmss.s |
 GG0684| HE1038 JOPLIN MUN WATER WKS STK            APPROX. 8.2 KM 0160522.8 |
 GG0684| HE1046 JOPLIN MUN WATER WKS SPIPE          APPROX. 8.2 KM 0160831.9 |
 GG0684| CI1558 HARPER RM 3                          34.241 METERS 03513     |
 GG0684| CI1556 HARPER RM 1                          41.864 METERS 03514     |
 GG0684| CI1555 HARPER AZ MK RESET                                 18342     |
 GG0684| CI1554 HARPER AZ MK                                       1834302.8 |
 GG0684| GG0721 QUAPAW MUNICIPAL TANK               APPROX.21.6 KM 2561344.4 |
 GG0684| HE1063 RIVERTON EMP DIST ELEC S STK        APPROX.15.4 KM 3021348.7 |
 GG0684| HE1064 RIVERTON EMP DIST ELEC W STK        APPROX.15.5 KM 3021641.3 |
 GG0684| HE1066 RIVERTON EMP DIST ELEC E STK        APPROX.15.5 KM 3022116.7 |
 GG0684| HE1061 RIVERTON EMP DIST ELEC N STK        APPROX.15.5 KM 3022659.9 |
 GG0684| CI1557 HARPER RM 2                          49.329 METERS 31334     |
 GG0684| HE1068 GALENA MUNICIPAL STANDPIPE          APPROX.11.2 KM 3203628.6 |
 GG0684| HE1056 GALENA EAGLE PICHER SMELT STK       APPROX.12.1 KM 3250557.2 |
 GG0684| GG0682 PTS 9                                31.864 METERS 35409     |
 GG0684|---------------------------------------------------------------------|
 GG0684
 GG0684                          SUPERSEDED SURVEY CONTROL
 GG0684
 GG0684  NAD 83(1997)-  36 59 50.68945(N)    094 33 05.89842(W) AD(       ) 2
 GG0684  NAD 83(1997)-  36 59 50.68946(N)    094 33 05.89839(W) AD(       ) 2
 GG0684  NAD 83(1997)-  36 59 50.69598(N)    094 33 05.90044(W) AD(       ) 2
 GG0684  NAD 83(1986)-  36 59 50.70404(N)    094 33 05.89542(W) AD(       ) 2
 GG0684  NAD 27      -  36 59 50.48100(N)    094 33 05.08500(W) AD(       ) 2
 GG0684
 GG0684.Superseded values are not recommended for survey control.
 GG0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0684.See file dsdata.txt to determine how the superseded data were derived.
 GG0684
 GG0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6193295711(NAD 83)
 GG0684_MARKER: DS = TRIANGULATION STATION DISK
 GG0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0684_STAMPING: HARPER 1935 1958
 GG0684_MARK LOGO: CGS   
 GG0684_PROJECTION: RECESSED 15 CENTIMETERS
 GG0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0684+STABILITY: SURFACE MOTION
 GG0684
 GG0684  HISTORY     - Date     Condition        Report By
 GG0684  HISTORY     - 1958     MONUMENTED       CGS
 GG0684  HISTORY     - 19830907 GOOD             NGS
 GG0684
 GG0684                          STATION DESCRIPTION
 GG0684
 GG0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0684'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GG0684'CONDITION.  THE STATION MARK WAS LOWERED AND THE AZIMUTH MARK
 GG0684'WAS EXTENDED IN A STRAIGHT LINE ABOUT 0.2 MILE AS REQUESTED
 GG0684'BY MR. JAMES H. GUMM, RESIDENT ENGINEER OF JOPLIN, MISSOURI.
 GG0684'A NEW DESCRIPTION FOLLOWS.
 GG0684'
 GG0684'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF JOPLIN, 42 FEET
 GG0684'EAST OF THE CENTER OF A GRAVELED ROAD AND 105 FEET
 GG0684'SOUTH-SOUTHWEST OF DRILLED WELL AND PUMP.  THE MARK IS SET
 GG0684'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 GG0684'HARPER 1935 1958.
 GG0684'
 GG0684'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTER OF THE
 GG0684'GRAVELED ROAD AND 21 FEET EAST OF A TELEPHONE POLE.  THE
 GG0684'MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 GG0684'IS STAMPED HARPER NO 2 1935.
 GG0684'
 GG0684'REFERENCE MARK NO. 3 IS 14 FEET EAST OF THE WELL AND 1 FOOT
 GG0684'NORTH OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES ABOVE THE
 GG0684'SURFACE OF THE GROUND AND IS STAMPED HARPER NO 3 1935.
 GG0684'
 GG0684'AZIMUTH MARK IS 100 FEET SOUTH OF A DRIVE WAY, 64 FEET WEST
 GG0684'OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT EAST OF A WIRE
 GG0684'FENCE.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 GG0684'GROUND AND IS STAMPED HARPER 1935 RESET 1958.
 GG0684'
 GG0684'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAYS 171
 GG0684'AND 166 AND STATE HIGHWAYS 86 AND 43 IN THE SOUTH EDGE OF
 GG0684'JOPLIN, GO SOUTH ON STATE HIGHWAY NO. 43 FOR 2.1 MILES TO
 GG0684'THE VILLAGE OF REDINGS MILLS, CONTINUE SOUTH ON STATE HIGHWAY
 GG0684'NO. 43 FOR 2.0 MILES A SIDE ROAD ON THE RIGHT, TURN RIGHT
 GG0684'AND GO WEST FOR 1.0 MILES TO A CROSS ROAD AND THE STATION
 GG0684'AS DESCRIBED.
 GG0684'
 GG0684'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.4
 GG0684'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GG0684
 GG0684                          STATION RECOVERY (1983)
 GG0684
 GG0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 GG0684'THE SURFACE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 GG0684'GOOD CONDITION.  THE AZIMUTH RESET IN 1958 WAS FOUND DESTROYED.  THE
 GG0684'DISK WAS SALVAGED.  PTS NO 9 USGS WAS SEARCHED FOR BUT NOT FOUND AND
 GG0684'IS PRESUMED DESTROYED.  THE ANGLE BETWEEN THE REFERENCE MARKS AGREED
 GG0684'WITH 1958 DATA.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 GG0684'ELECTRONICALLY THIS DATE.  THE DISTANCE TO REFERENCE MARK 2 WAS 0.014
 GG0684'M (0.046 FT) LONGER THAN THE 1958 MEASUREMENT AND THE DISTANCE TO
 GG0684'REFERENCE MARK 3 AGREED.  AN AZIMUTH MARK 3 WAS ESTABLISHED THIS DATE
 GG0684'AND A POLARIS OBSERVATION TAKEN.  DUE TO MANY CHANGES IN THE IMMEDIATE
 GG0684'AREA, A COMPLETE, NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED
 GG0684'ABOUT 22.5 KM (14.00 MI) NORTHWEST OF NEOSHO, 9.7 KM (6.00 MI) SOUTH
 GG0684'SOUTHWEST OF JOPLIN, 8.0 KM (4.95 MI) EAST OF THE OKLAHOMA, KANSAS AND
 GG0684'MISSOURI BOUNDARY CORNER, 1.6 KM (1.00 MI) SOUTH OF INTERSTATE HIGHWAY
 GG0684'44, IN THE NW CORNER OF SEC9, T26N, R33W AND ON THE EAST RIGHT-OF-WAY
 GG0684'OF STATE HIGHWAY 43, AT A PAVED CROSSROAD. TO REACH THE STATION FROM
 GG0684'THE STATE HIGHWAY 43, OVERPASS OVER INTERSTATE HIGHWAY 44, WHICH IS
 GG0684'EXIT NUMBER 4 AND IS FOR STATE HIGHWAY 43 SOUTHBOUND ONLY, GO SOUTH ON
 GG0684'STATE HIGHWAY 43 FOR 1.61 KM (1.00 MI) TO A PAVED CROSSROAD AND THE
 GG0684'STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 GG0684' 
 GG0684'THE STATION IS A STANDARD CGS DISK STAMPED-HARPER 1935 1958-, SET INTO
 GG0684'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 GG0684'RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  LOCATED 125.0 FT (38.1 M)
 GG0684'S FROM THE CENTERLINE OF THE PAVED CROSSROAD, 47.0 FT (14.3 M) E FROM
 GG0684'THE CENTERLINE OF THE HIGHWAY, 22.3 FT (6.8 M) SW FROM A METAL LAMP
 GG0684'POST, AND 1.5 FT (0.5 M) W FROM A WITNESS POST. REFERENCE MARK NO 2 IS
 GG0684'A STANDARD CGS DISK STAMPED--HARPER NO 2 1935-, SET INTO THE TOP OF A
 GG0684'SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, PROJECTING 4
 GG0684'INCHES (10 CM) ABOVE THE GROUND.  LOCATED 77.0 FT (23.5 M) W FROM THE
 GG0684'CENTERLINE OF THE HIGHWAY, 33.8 FT (10.3 M) NW FROM A POWERLINE POLE,
 GG0684'20.0 FT (6.1 M) S FROM THE CENTERLINE OF THE PAVED ROAD, AND 1.6 FT
 GG0684'(0.5 M) HIGHER THAN THE STATION. REFERENCE MARK NO 3 IS A STANDARD CGS
 GG0684'DISK STAMPED-HARPER NO 3 1935--, SET INTO THE TOP OF A SQUARE CONCRETE
 GG0684'MONUMENT 14 INCHES (36 CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED
 GG0684'102.0 FT (31.1 M) E FROM THE CENTERLINE OF THE HIGHWAY, 33.0 FT (10.1
 GG0684'M) S FROM THE CENTERLINE OF THE PAVED ROAD, 3.5 FT (1.1 M) NW FROM THE
 GG0684'NORTHWEST CORNER OF A CEMENT BLOCK WELL HOUSE, 1.9 FT (0.3 M) N FROM
 GG0684'AN OLD GRADER BLADE, AND 1.0 FT HIGHER THAN THE STATION. AZIMUTH MARK
 GG0684'NO 3 IS A STANDARD NGS DISK STAMPED--HARPER 1935 NO 3 1983--, CEMENTED
 GG0684'INTO A DRILLED HOLE IN THE NORTH END OF THE WEST HEADWALL OF A
 GG0684'CONCRETE CULVERT UNDER THE HIGHWAY.  LOCATED 91.0 FT (27.7 M) S FROM
 GG0684'THE CENTERLINE OF A DRIVEWAY, 26.5 FT (8.1 M) W FROM THE CENTERLINE OF
 GG0684'THE HIGHWAY, AND 1.3 FT (0.4 M) NE FROM A WITNESS POST. TO REACH THE
 GG0684'AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 43 FOR 0.62 KM
 GG0684'(0.40 MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0942 ***********************************************************************
 GE0942  DESIGNATION -  HARRINGTON
 GE0942  PID         -  GE0942
 GE0942  STATE/COUNTY-  MO/STODDARD
 GE0942  USGS QUAD   -  POWE (1984)
 GE0942
 GE0942                         *CURRENT SURVEY CONTROL
 GE0942  ___________________________________________________________________
 GE0942* NAD 83(1997)-  36 40 11.88027(N)    090 01 11.16893(W)     ADJUSTED  
 GE0942* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 GE0942  ___________________________________________________________________
 GE0942  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 GE0942  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GE0942
 GE0942  HORZ ORDER  -  THIRD
 GE0942
 GE0942.The horizontal coordinates were established by classical geodetic methods
 GE0942.and adjusted by the National Geodetic Survey in February 2000..
 GE0942
 GE0942.The orthometric height was scaled from a topographic map.
 GE0942
 GE0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0942
 GE0942.The geoid height was determined by GEOID03.
 GE0942
 GE0942;                    North         East     Units Scale Factor Converg.
 GE0942;SPC MO E     -    92,937.170   292,927.472   MT  0.99995603   +0 17 12.5
 GE0942;UTM  15      - 4,062,400.694   766,345.599   MT  1.00047408   +1 46 51.1
 GE0942;UTM  16      - 4,062,511.319   230,119.893   MT  1.00049743   -1 48 16.2
 GE0942
 GE0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0942!SPC MO E     -   0.99999022  x   0.99995603  =   0.99994625
 GE0942!UTM  15      -   0.99999022  x   1.00047408  =   1.00046430
 GE0942!UTM  16      -   0.99999022  x   1.00049743  =   1.00048765
 GE0942
 GE0942|---------------------------------------------------------------------|
 GE0942| PID    Reference Object                     Distance      Geod. Az  |
 GE0942|                                                           dddmmss.s |
 GE0942| CI3782 HARRINGTON RM 1                      29.060 METERS 03729     |
 GE0942| GD1847 BERNIE MUNICIPAL TANK               APPROX. 4.7 KM 0913935.9 |
 GE0942| GE0941 P 6102                               23.034 METERS 09644     |
 GE0942| CI3781 HARRINGTON AZ MK                                   1775111.2 |
 GE0942|---------------------------------------------------------------------|
 GE0942
 GE0942                          SUPERSEDED SURVEY CONTROL
 GE0942
 GE0942  NAD 83(1997)-  36 40 11.88175(N)    090 01 11.16983(W) AD(       ) 3
 GE0942  NAD 83(1997)-  36 40 11.88991(N)    090 01 11.16786(W) AD(       ) 3
 GE0942  NAD 83(1986)-  36 40 11.89117(N)    090 01 11.16734(W) AD(       ) 3
 GE0942  NAD 27      -  36 40 11.68890(N)    090 01 10.83460(W) AD(       ) 3
 GE0942
 GE0942.Superseded values are not recommended for survey control.
 GE0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0942.See file dsdata.txt to determine how the superseded data were derived.
 GE0942
 GE0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6634662401(NAD 83)
 GE0942_MARKER: DS = TRIANGULATION STATION DISK
 GE0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0942
 GE0942  HISTORY     - Date     Condition        Report By
 GE0942  HISTORY     - 1954     MONUMENTED       CGS
 GE0942  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0942
 GE0942                          STATION DESCRIPTION
 GE0942
 GE0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0942'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF POWE, AND
 GE0942'3 MILES WEST OF BERNIE IN THE SOUTHWEST CORNER OF THE FARMYARD
 GE0942'OF MR. I. HARRINGTON.  IT IS 123.5 FEET SOUTH OF THE SOUTHWEST
 GE0942'CORNER OF THE HOUSE, 80 FEET WEST OF A POWERLINE BRACE POLE, AND
 GE0942'43 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.  IT IS STAMPED
 GE0942'HARRINGTON 1954 AND IS SET FLUSH.
 GE0942'
 GE0942'REFERENCE MARK 1 IS 25 FEET WEST OF THE CENTER OF THE DRIVEWAY
 GE0942'TO THE FARMHOUSE, AND 12 FEET SOUTH OF A LARGE MAPLE TREE.
 GE0942'IT IS STAMPED HARRINGTON NO 1 1954 AND IS SET FLUSH.
 GE0942'
 GE0942'A U.S. ENGINEERS MARK WAS USED AS REFERENCE MARK 1.  IT IS
 GE0942'33 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 16 FEET
 GE0942'NORTH OF A POWERLINE BRACE POLE, AND 9 FEET WEST OF THE
 GE0942'DRIVEWAY TO THE FARMHOUSE.  IT IS STAMPED P 6102 AND IS SET
 GE0942'FLUSH.
 GE0942'
 GE0942'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 86.27 FEET.
 GE0942'
 GE0942'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF COUNTY ROUTE
 GE0942'U, 1.5 FEET EAST OF POWERLINE POLE M4C686, AND 1.5 FEET
 GE0942'EAST OF A FENCE LINE.  IT IS STAMPED HARRINGTON 1954 AND
 GE0942'PROJECTS 3 INCHES.
 GE0942'
 GE0942'TO REACH THE STATION FROM THE POST OFFICE IN BERNIE, GO WEST
 GE0942'FOR 2.7 MILES TO WHERE COUNTY ROUTE U CURVES TO THE SOUTH,
 GE0942'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A FARMHOUSE AND THE
 GE0942'STATION ON THE RIGHT.
 GE0942'
 GE0942'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.1
 GE0942'MILE TO COUNTY ROUTE U, TURN RIGHT ON COUNTY ROUTE U AND GO
 GE0942'SOUTH FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GE0942'
 GE0942'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE0942
 GE0942                          STATION RECOVERY (2002)
 GE0942
 GE0942'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0550 ***********************************************************************
 LE0550  DESIGNATION -  HARRIS
 LE0550  PID         -  LE0550
 LE0550  STATE/COUNTY-  MO/SULLIVAN
 LE0550  USGS QUAD   -  HARRIS (1980)
 LE0550
 LE0550                         *CURRENT SURVEY CONTROL
 LE0550  ___________________________________________________________________
 LE0550* NAD 83(1997)-  40 16 27.87822(N)    093 17 00.77483(W)     ADJUSTED  
 LE0550* NAVD 88     -       307.99   (+/-2cm)    1010.5    (feet)  VERTCON   
 LE0550  ___________________________________________________________________
 LE0550  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 LE0550  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 LE0550
 LE0550  HORZ ORDER  -  FIRST
 LE0550  VERT ORDER  -  THIRD ? (See Below)
 LE0550
 LE0550.The horizontal coordinates were established by classical geodetic methods
 LE0550.and adjusted by the National Geodetic Survey in February 2000..
 LE0550
 LE0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0550.The vertical order pertains to the NGVD 29 superseded value.
 LE0550
 LE0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0550
 LE0550.The geoid height was determined by GEOID03.
 LE0550
 LE0550;                    North         East     Units Scale Factor Converg.
 LE0550;SPC MO C     -   493,210.777   433,362.470   MT  0.99998798   -0 30 23.6
 LE0550;UTM  15      - 4,458,253.397   475,893.527   MT  0.99960715   -0 10 59.9
 LE0550
 LE0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0550!SPC MO C     -   0.99995668  x   0.99998798  =   0.99994466
 LE0550!UTM  15      -   0.99995668  x   0.99960715  =   0.99956385
 LE0550
 LE0550|---------------------------------------------------------------------|
 LE0550| PID    Reference Object                     Distance      Geod. Az  |
 LE0550|                                                           dddmmss.s |
 LE0550| CL8681 HARRIS RM 3                          56.431 METERS 00804     |
 LE0550| LE0539 AIRPLANE BEACON 3                   APPROX.12.9 KM 0171544.0 |
 LE0550| LE0535 AIRPLANE BEACON 2                   APPROX.28.0 KM 0414119.8 |
 LE0550| LE0534 UNIONVILLE POWER PLANT STACK        APPROX.32.3 KM 0455310.3 |
 LE0550| CL8679 HARRIS RM 1                                        09738     |
 LE0550| LE0545 MILAN ST MARYS CATH CH SPIRE        APPROX.15.3 KM 1195618.5 |
 LE0550| LE0541 MILAN CITY STANDPIPE                APPROX.15.7 KM 1200653.2 |
 LE0550| LE0547 WHALEY                              APPROX.19.4 KM 1815609.8 |
 LE0550| CL8680 HARRIS RM 2                          24.994 METERS 26835     |
 LE0550| LE0552 AIRPLANE BEACON 4                   APPROX.12.4 KM 2933024.4 |
 LE0550|---------------------------------------------------------------------|
 LE0550
 LE0550                          SUPERSEDED SURVEY CONTROL
 LE0550
 LE0550  NAD 83(1997)-  40 16 27.87816(N)    093 17 00.77564(W) AD(       ) 1
 LE0550  NAD 83(1986)-  40 16 27.87804(N)    093 17 00.77942(W) AD(       ) 1
 LE0550  NAD 27      -  40 16 27.82430(N)    093 17 00.01140(W) AD(       ) 1
 LE0550  NGVD 29 (07/19/86)  307.97   (m)         1010.4    (f) LEVELING    3  
 LE0550
 LE0550.Superseded values are not recommended for survey control.
 LE0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0550.See file dsdata.txt to determine how the superseded data were derived.
 LE0550
 LE0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE7589458253(NAD 83)
 LE0550_MARKER: DS = TRIANGULATION STATION DISK
 LE0550_SETTING: 0 = UNSPECIFIED SETTING
 LE0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0550+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 LE0550
 LE0550  HISTORY     - Date     Condition        Report By
 LE0550  HISTORY     - 1928     MONUMENTED       CGS
 LE0550  HISTORY     - 1934     GOOD             CGS
 LE0550  HISTORY     - 1941     GOOD             MOHC
 LE0550  HISTORY     - 1967     GOOD             CGS
 LE0550  HISTORY     - 20010424 GOOD             NRCS
 LE0550
 LE0550                          STATION DESCRIPTION
 LE0550
 LE0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0550'STATION IS ABOUT 4 MILES E AND 2 MILES S OF TOWN OF HARRIS,
 LE0550'IN NE 1/4 OF SW 1/4 OF SEC. 8, T 63 N, R 21 W, ON PLAYGROUND ON THE
 LE0550'GRIFFITH SCHOOL, 38.17 METERS (125.2 FEET) SE OF SE CORNER OF
 LE0550'SCHOOLHOUSE, 4 METERS (13 FEET) N OF FENCE, AND 135 METERS (443
 LE0550'FEET) W OF CENTER LINE OF HALF-SECTION-LINE ROAD.
 LE0550'
 LE0550'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LE0550'SET IN CONCRETE.  UNDERGROUND MARK IS 5 FEET BELOW SURFACE.
 LE0550'
 LE0550'REFERENCE MARK NO. 1 IS 59 METERS (194 FEET) S OF LANE LEADING
 LE0550'TO SCHOOLHOUSE, 5.40 METERS (17.7 FEET) W OF CENTER LINE OF ROAD,
 LE0550'0.45 METER (1.5 FEET) E OF FENCE, AND 428 FEET (PACED DISTANCE)
 LE0550'FROM STATION.
 LE0550'
 LE0550'REFERENCE MARK NO. 2 IS 0.45 METER (1.5 FEET) E OF FENCE, 4.52
 LE0550'METERS (14.8 FEET) N OF FENCE INTERSECTION, AND 25.20 METERS
 LE0550'(82.7 FEET) FROM STATION.
 LE0550
 LE0550                          STATION RECOVERY (1934)
 LE0550
 LE0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0550'STATION RECOVERED, ALL MARKS IN GOOD CONDITION.  IT IS LOCATED
 LE0550'ABOUT 6.5 MILES NE OF OSGOOD, ABOUT 4.2 MILES SE OF HARRIS, ABOUT
 LE0550'9.5 MILES NW OF MILAN, IN NE 1/4 OF SW 1/4 OF SEC. 8, T 63 N, R 21
 LE0550'W, ON THE GROUNDS OF THE GRIFFITH SCHOOL.  THE MARK IS SET ON THE
 LE0550'S SIDE OF THE SCHOOLYARD, 13 FEET N OF FENCE LINE ON THE S SIDE
 LE0550'OF YARD, 125 FEET SE OF THE SE CORNER OF THE SCHOOLHOUSE, 87 FEET
 LE0550'SSE OF THE SW CORNER OF THE YARD, 440 FEET W OF THE CENTER LINE
 LE0550'OF THE ROAD WHICH IS THE HALF-SECTION LINE AND PROJECTS 5 INCHES.
 LE0550'
 LE0550'REFERENCE MARK NO. 2 ESTABLISHED IN 1928, IS W OF THE STATION,
 LE0550'3 FEET E OF THE FENCE LINE ON THE W SIDE OF THE SCHOOLYARD, 15
 LE0550'FEET N OF THE SW CORNER OF THE YARD AND PROJECTS 2 INCHES.
 LE0550'
 LE0550'REFERENCE MARK NO. 3 ESTABLISHED IN 1934, IS N OF THE STATION AT
 LE0550'THE SE END OF CARRIAGE HOUSE, 25 FEET S OF FENCE LINE ALONG THE N
 LE0550'EDGE OF THE YARD AND PROJECTS 7 INCHES.
 LE0550'
 LE0550'REFERENCE MARK NO. 1 ESTABLISHED IN 1928, WAS RECOVERED BUT NOT
 LE0550'RE-MEASURED OR OBSERVED.  IT IS 194 FEET S OF THE LANE LEADING
 LE0550'TO THE SCHOOLHOUSE, 2 FEET E OF THE FENCE ALONG THE W EDGE OF THE
 LE0550'RIGHT-OF-WAY OF THE ROAD, 17.5 FEET W OF THE CENTER LINE AND
 LE0550'PROJECTS 5 INCHES.
 LE0550'
 LE0550'TO REACH FROM OSGOOD GO N ON COUNTY ROUTE B FOR 5 MILES TO DIRT
 LE0550'ROAD TO E.  THIS ROAD IS 10 MILES N OF THE JUNCTION OF COUNTY B
 LE0550'AND NO. 6.  GO E 1.4 MILES TO T ROAD.  JOG S 0.1 MILE, THENCE E 3.2
 LE0550'MILES TO CROSSROADS.  HERE GO N ABOUT 0.5 MILE TO LANE LEADING TO
 LE0550'SCHOOLHOUSE.  GO UP LANE 0.1 MILE TO STATION ON THE S EDGE OF
 LE0550'SCHOOLYARD.
 LE0550'
 LE0550'LIGHTS 87 FEET ABOVE STATIONS WHALEY, DUNLAP, PAGE, UNION, MILAN
 LE0550'AND TAYLOR ARE VISIBLE FROM THE GROUND AT THIS STATION.
 LE0550
 LE0550                          STATION RECOVERY (1941)
 LE0550
 LE0550'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1941
 LE0550'DUE TO HIGHWAY CONSTRUCTION, IT WAS NECESSARY TO REMOVE REFERENCE
 LE0550'MARK 1.
 LE0550
 LE0550                          STATION RECOVERY (1967)
 LE0550
 LE0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0550'THE STATION, R.M. NO. 2 AND R.M. NO. 3 WERE RECOVERED AND FOUND
 LE0550'IN GOOD CONDITION.  THE SCHOOL HOUSE HAS BEEN ABANDONED BUT IS STILL
 LE0550'STANDING AND IS NOW IN AN OPEN PASTURE.  THE ROAD LEADING TO THE
 LE0550'SCHOOL FROM THE MAIN ROAD HAS BEEN CLOSED.  R.M. NO. 1 HAS BEEN
 LE0550'DESTROYED.  NO AZIMUTH ESTABLISHED AS NO OBJECTS WERE VISIBLE
 LE0550'FROM THE GROUND AT THE STATION.  THE MARKS WERE RECOVERED AS
 LE0550'DESCRIBED FROM THE SCHOOL HOUSE.
 LE0550'
 LE0550'TO REACH THE STATION FROM HARRIS, FROM THE JUNCTION OF STATE HIGHWAY
 LE0550'139 AND COUNTY ROUTE E TO THE NORTHEAST OF TOWN, GO EAST AND SOUTH
 LE0550'ON ROUTE E FOR 5.55 MILES TO AN OLD DRIVEWAY ON THE RIGHT, GO WEST
 LE0550'UP OLD ABANDONED ROAD FOR ABOUT 0.1 MILE TO ABANDONED SCHOOL HOUSE
 LE0550'AND STATION TO THE SOUTHEAST.
 LE0550'
 LE0550'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 LE0550'SOUTHEAST OF HARRIS.
 LE0550
 LE0550                          STATION RECOVERY (2001)
 LE0550
 LE0550'RECOVERY NOTE BY NATL RESOUR CONSERV 2001 (RCP)
 LE0550'REFERENCE MARKS 2 AND 3 ALSO RECOVERED. SCHOOL HOUSE HAS BEEN REMOVED.
 LE0550'MARKER IS ON PRIVATE PROPERTY AND LIES APPROX. 100 FEET NORTH
 LE0550'NORTHEAST OF NEW HOUSE. LARGE TREE TO THE EAST BLOCKS HORIZON UP TO 60
 LE0550'DEGREES.  BOTH REFERENCE MARKS SUITABLE FOR GPS OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1064 ***********************************************************************
 KD1064  DESIGNATION -  HARRISBURG
 KD1064  PID         -  KD1064
 KD1064  STATE/COUNTY-  MO/BOONE
 KD1064  USGS QUAD   -  HARRISBURG (1969)
 KD1064
 KD1064                         *CURRENT SURVEY CONTROL
 KD1064  ___________________________________________________________________
 KD1064* NAD 83(1997)-  39 07 46.39960(N)    092 27 49.44111(W)     ADJUSTED  
 KD1064* NAVD 88     -       255.01   (+/-2cm)     836.6    (feet)  VERTCON   
 KD1064  ___________________________________________________________________
 KD1064  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 KD1064  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD1064
 KD1064  HORZ ORDER  -  SECOND
 KD1064  VERT ORDER  -  THIRD ? (See Below)
 KD1064
 KD1064.The horizontal coordinates were established by classical geodetic methods
 KD1064.and adjusted by the National Geodetic Survey in February 2000..
 KD1064
 KD1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1064.The vertical order pertains to the NGVD 29 superseded value.
 KD1064
 KD1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1064
 KD1064.The geoid height was determined by GEOID03.
 KD1064
 KD1064;                    North         East     Units Scale Factor Converg.
 KD1064;SPC MO C     -   365,813.281   503,135.678   MT  0.99993345   +0 01 22.4
 KD1064;UTM  15      - 4,331,290.543   546,351.582   MT  0.99962645   +0 20 18.4
 KD1064
 KD1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1064!SPC MO C     -   0.99996512  x   0.99993345  =   0.99989857
 KD1064!UTM  15      -   0.99996512  x   0.99962645  =   0.99959158
 KD1064
 KD1064|---------------------------------------------------------------------|
 KD1064| PID    Reference Object                     Distance      Geod. Az  |
 KD1064|                                                           dddmmss.s |
 KD1064| CL8688 HARRISBURG RM 1                      27.094 METERS 05738     |
 KD1064| CL8690 HARRISBURG RM 3                      29.303 METERS 19545     |
 KD1064| CL8687 HARRISBURG AZ MK                                   2045547.0 |
 KD1064| CL8689 HARRISBURG RM 2                      26.018 METERS 30528     |
 KD1064|---------------------------------------------------------------------|
 KD1064
 KD1064                          SUPERSEDED SURVEY CONTROL
 KD1064
 KD1064  NAD 83(1986)-  39 07 46.40761(N)    092 27 49.44533(W) AD(       ) 2
 KD1064  NAD 27      -  39 07 46.27320(N)    092 27 48.80010(W) AD(       ) 2
 KD1064  NGVD 29 (07/19/86)  254.99   (m)          836.6    (f) LEVELING    3  
 KD1064
 KD1064.Superseded values are not recommended for survey control.
 KD1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1064.See file dsdata.txt to determine how the superseded data were derived.
 KD1064
 KD1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4635231291(NAD 83)
 KD1064_MARKER: DS = TRIANGULATION STATION DISK
 KD1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1064
 KD1064  HISTORY     - Date     Condition        Report By
 KD1064  HISTORY     - 1949     MONUMENTED       CGS
 KD1064  HISTORY     - 1951     GOOD             CGS
 KD1064  HISTORY     - 1967     GOOD             CGS
 KD1064
 KD1064                          STATION DESCRIPTION
 KD1064
 KD1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1064'THE STATION IS LOCATED ABOUT 0.85 MILE SOUTH OF THE SMALL VILLAGE
 KD1064'OF HARRISBURG.  IT IS 38 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 KD1064'45 FEET EAST OF A 3 FOOT ELM TREE, 28 FEET NORTH NORTHWEST OF A
 KD1064'FENCE CORNER, 27 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY,
 KD1064'25 FEET NORTH OF A WHITE WITNESS POST AND ABOUT 50 YARDS
 KD1064'SOUTHEAST OF A HOUSE.  THE MARK IS STAMPED HARRISBURG 1949
 KD1064'AND IS SET FLUSH WITH THE GROUND.
 KD1064'
 KD1064'REFERENCE MARK NO. 1 IS 19 FEET EAST OF THE CENTERLINE OF A DIRT
 KD1064'ROAD, 21 FEET NORTH OF A GATE POST AND 1 FOOT WEST OF A FENCELINE.
 KD1064'THE MARK IS STAMPED HARRISBURG NO 1 1949 AND PROJECTS 2 INCHES.
 KD1064'
 KD1064'REFERENCE MARK NO. 2 IS 26 FEET WEST OF A POWERLINE POLE,
 KD1064'23 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, AND 0.7 FOOT
 KD1064'SOUTH OF A FENCELINE.  THE MARK IS STAMPED HARRISBURG NO 2
 KD1064'1949 AND PROJECTS 4 INCHES.
 KD1064'
 KD1064'THE AZIMUTH MARK IS SET IN AN EAST-WEST FENCELINE, 52 FEET
 KD1064'WEST OF THE CENTERLINE OF A DIRT ROAD, 18 FEET WEST OF A
 KD1064'FENCE CORNER AND GATE, 2 FEET EAST OF A WHITE WITNESS POST
 KD1064'AND 1 FOOT NORTH OF A FENCELINE.  THE MARK IS STAMPED HARRISBURG
 KD1064'1949 AND PROJECTS 2 INCHES.
 KD1064'
 KD1064'TO REACH FROM THE MAIN INTERSECTION IN THE SMALL VILLAGE
 KD1064'OF HARRISBURG, GO SOUTH ON THE DIRT ROAD FOR 0.85 MILES TO
 KD1064'STATION ON RIGHT AS DESCRIBED.
 KD1064'
 KD1064'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWESTERLY
 KD1064'FOR 0.2 MILE TO MARK ON THE RIGHT AS DESCRIBED.
 KD1064'
 KD1064'A 100-FOOT SIGNAL AT RUCKER IS VISIBLE AT 15 FEET.
 KD1064'
 KD1064'A 100-FOOT SIGNAL AT STURGEON IS VISIBLE AT 20 FEET.
 KD1064'
 KD1064'AN 87-FOOT SIGNAL AT RIGGS IS VISIBLE AT 15 FEET.
 KD1064'
 KD1064'AN 87-FOOT SIGNAL AT HINTON IS VISIBLE AT 15 FEET.
 KD1064'
 KD1064'AN 87-FOOT SIGNAL AT HUNTSDALE IS VISIBLE AT 26 FEET.
 KD1064'
 KD1064'AN 87-FOOT SIGNAL AT WOODY IS VISIBLE AT 15 FEET.
 KD1064'
 KD1064'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1064
 KD1064                          STATION RECOVERY (1951)
 KD1064
 KD1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLP)
 KD1064'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1064'IN GOOD CONDITION.  NEW ROAD CONSTRUCTION WOULD DESTROY R.M. NO.
 KD1064'1.  IT WAS REMOVED AND R.M. NO. 3 WAS SET SOUTH OF THE STATION.
 KD1064'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KD1064'
 KD1064'STATION IS LOCATED ABOUT 3/4 MILE SOUTH OF THE SMALL VILLAGE
 KD1064'OF HARRISBURG ON PROPERTY BELONGING TO KELLER STREET, 135
 KD1064'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF STREETS HOUSE,
 KD1064'63 FEET SOUTHEAST OF POWER POLE, 44 FEET EAST OF A LARGE ELM
 KD1064'TREE, 27 FEET SOUTH OF THE CENTER OF DRIVEWAY, 13 FEET SOUTHWEST
 KD1064'OF A NORTHEAST FENCE CORNER, 10 FEET SOUTH OF A FENCE AND 8 FEET
 KD1064'WEST OF A FENCE.  THE MARK IS STAMPED HARRISBURG 1949 AND
 KD1064'IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 KD1064'
 KD1064'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 54 FEET
 KD1064'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 26 FEET
 KD1064'WEST OF POWER POLE AND 23 FEET NORTH OF THE CENTER OF DRIVEWAY.
 KD1064'THE MARK IS STAMPED HARRISBURG NO 2 1949 AND PROJECTS 4 INCHES.
 KD1064'
 KD1064'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION, 3 FEET WEST
 KD1064'OF A T-FENCE INTERSECTION AND 1 FOOT NORTH OF FENCE.  THE
 KD1064'MARK IS STAMPED HARRISBURG NO 3 1949 AND IS SET FLUSH WITH
 KD1064'THE SURFACE OF THE GROUND.
 KD1064'
 KD1064'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, 10 FEET WEST
 KD1064'OF FENCE CORNER WHICH IS THE SOUTH GATE POST FOR BOARD GATE, 2
 KD1064'FEET EAST OF WITNESS POST AND 1 FOOT NORTH OF FENCE.  THE MARK IS
 KD1064'STAMPED HARRISBURG 1949 AND PROJECTS 2 INCHES.
 KD1064'
 KD1064'TO REACH THE STATION FROM THE BRICK SCHOOLHOUSE IN HARRISBURG, GO
 KD1064'SOUTH FOR 0.8 MILE TO K. STREETS FARM BUILDINGS ON THE RIGHT
 KD1064'AND THE STATION.
 KD1064'
 KD1064'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST
 KD1064'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT OR WEST SIDE
 KD1064'OF THE ROAD.
 KD1064'
 KD1064'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE DESCRIBED.
 KD1064
 KD1064                          STATION RECOVERY (1967)
 KD1064
 KD1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1064'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, AND
 KD1064'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KD1064'
 KD1064'ALL OLD TIES REMAIN THE SAME EXCEPT THE FENCE AND FENCE CORNER NEAR
 KD1064'THE STATION NO LONGER REMAINS.
 KD1064'
 KD1064'THE 1951 DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KD1064'
 KD1064'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KD1064'
 KD1064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.8 MILE
 KD1064'SOUTH OF HARRISBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1859 ***********************************************************************
 JE1859  DESIGNATION -  HARRISON
 JE1859  PID         -  JE1859
 JE1859  STATE/COUNTY-  MO/CASS
 JE1859  USGS QUAD   -  HARRISONVILLE (1981)
 JE1859
 JE1859                         *CURRENT SURVEY CONTROL
 JE1859  ___________________________________________________________________
 JE1859* NAD 83(1997)-  38 37 40.41591(N)    094 21 06.97825(W)     ADJUSTED  
 JE1859* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 JE1859  ___________________________________________________________________
 JE1859  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 JE1859  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE1859
 JE1859  HORZ ORDER  -  SECOND
 JE1859
 JE1859.The horizontal coordinates were established by classical geodetic methods
 JE1859.and adjusted by the National Geodetic Survey in February 2000..
 JE1859
 JE1859.The orthometric height was scaled from a topographic map.
 JE1859
 JE1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1859
 JE1859.The geoid height was determined by GEOID03.
 JE1859
 JE1859;                    North         East     Units Scale Factor Converg.
 JE1859;SPC MO W     -   273,153.937   862,892.197   MT  0.99994322   +0 05 32.7
 JE1859;UTM  15      - 4,276,351.619   382,320.157   MT  0.99977054   -0 50 38.6
 JE1859
 JE1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1859!SPC MO W     -   0.99995656  x   0.99994322  =   0.99989978
 JE1859!UTM  15      -   0.99995656  x   0.99977054  =   0.99972711
 JE1859
 JE1859:                Primary Azimuth Mark                     Grid Az
 JE1859:SPC MO W     -  HARRISONVILLE MUNICIPAL TANK             003 29 34.7
 JE1859:UTM  15      -  HARRISONVILLE MUNICIPAL TANK             004 25 46.0
 JE1859
 JE1859|---------------------------------------------------------------------|
 JE1859| PID    Reference Object                     Distance      Geod. Az  |
 JE1859|                                                           dddmmss.s |
 JE1859| JE1856 HARRISONVILLE MUNICIPAL TANK        APPROX. 3.0 KM 0033507.4 |
 JE1859| CN6367 HARRISON RM 1                        18.698 METERS 09245     |
 JE1859| CN6368 HARRISON RM 2                        20.248 METERS 15505     |
 JE1859| CN6365 HARRISON AZ MK                                     1625146.9 |
 JE1859|---------------------------------------------------------------------|
 JE1859
 JE1859                          SUPERSEDED SURVEY CONTROL
 JE1859
 JE1859  NAD 83(1997)-  38 37 40.41625(N)    094 21 06.97817(W) AD(       ) 2
 JE1859  NAD 83(1986)-  38 37 40.42391(N)    094 21 06.97568(W) AD(       ) 2
 JE1859  NAD 27      -  38 37 40.38507(N)    094 21 06.16097(W) AD(       ) 2
 JE1859
 JE1859.Superseded values are not recommended for survey control.
 JE1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1859.See file dsdata.txt to determine how the superseded data were derived.
 JE1859
 JE1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8232076352(NAD 83)
 JE1859_MARKER: DS = TRIANGULATION STATION DISK
 JE1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1859
 JE1859  HISTORY     - Date     Condition        Report By
 JE1859  HISTORY     - 1948     MONUMENTED       CGS
 JE1859  HISTORY     - 1961     GOOD             MOHC
 JE1859  HISTORY     - 1965     GOOD             CGS
 JE1859
 JE1859                          STATION DESCRIPTION
 JE1859
 JE1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1859'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF THE COURT
 JE1859'HOUSE IN HARRISONVILLE AND 0.8 MILE NORTH-NORTHWEST OF THE
 JE1859'JUNCTION OF U.S. HIGHWAY 71 AND STATE ROUTE 35 ON THE HIGHEST
 JE1859'POINT OF A PROMINENT RIDGE AND ON LAND OWNED AND OCCUPIED
 JE1859'BY MR. G.W. MALLICOTE.  IT IS 25 FEET SOUTH OF THE CENTER
 JE1859'OF THE DRIVEWAY, 62 FEET SOUTH OF THE SOUTH-EAST CORNER
 JE1859'OF THE MALLICOTE FARM HOUSE, 20 FEET SOUTHEAST OF 1 FOOT
 JE1859'PINE TREE AND 9 FEET NORTH OF FENCE LINE.  IT IS STAMPED
 JE1859'HARRISON 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE1859'
 JE1859'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 24 FEET SOUTH OF
 JE1859'THE GARAGE, 10 FEET NORTH OF FENCE CORNER AND 1 FOOT WEST OF FENCE
 JE1859'LINE.  IT IS STAMPED HARRISON NO 1 1948 AND SET FLUSH WITH THE
 JE1859'GROUND SURFACE.
 JE1859'
 JE1859'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 50 FEET SOUTH
 JE1859'OF GATE INTO CHICKEN YARD, 39 FEET EAST OF BROODER HOUSE
 JE1859'AND 1 FOOT WEST OF FENCE LINE.  IT IS STAMPED HARRISON NO
 JE1859'2 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE1859'
 JE1859'THE AZIMUTH MARK IS ABOUT 0.8 MILE SOUTH-SOUTHEAST OF THE
 JE1859'STATION, SET IN THE SOUTHEAST ANGLE OF THE JUNCTION OF U.S.
 JE1859'HIGHWAY 71 AND STATE ROUTE 35.  IT IS ABOUT 130 FEET EAST
 JE1859'OF THE CENTER OF U.S. HIGHWAY 71, 110 FEET SOUTH OF THE
 JE1859'CENTER OF STATE ROUTE 35, 60 FEET SOUTH OF THE CENTER OF
 JE1859'STATE ROUTE 35 SOUTH FORK OF THE Y FORMING THE INTERSECTION,
 JE1859'3 FEET NORTHEAST OF WITNESS POST AND 1 FOOT NORTHWEST OF FENCE
 JE1859'LINE.  IT IS STAMPED HARRISON 1948 AND SET FLUSH WITH THE
 JE1859'GROUND SURFACE.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 JE1859'71 AND STATE ROUTE 7 AT THE SOUTH EDGE OF HARRISONVILLE, GO
 JE1859'SOUTH ON HIGHWAY 71 FOR 1.85 MILES TO JUNCTION WITH STATE
 JE1859'ROUTE 35 AND MARK IN SOUTHEAST ANGLE AS DESCRIBED.
 JE1859'
 JE1859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 JE1859'AND STATE ROUTE 7 IN THE SOUTH EDGE OF HARRISONVILLE, GO
 JE1859'SOUTH ON U.S. HIGHWAY 71 FOR 0.45 MILE TO WHERE 71 MAKES A
 JE1859'LEFT TURN, CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR
 JE1859'0.6 MILES TO TOP OF HILL AND DRIVEWAY LEFT INTO FARM YARD
 JE1859'AND STATION AS DESCRIBED.
 JE1859'
 JE1859'A 47 FOOT SIGNAL AT STATION FULTON 1883, 1934, 1948 IS VISIBLE
 JE1859'AT 37 FEET
 JE1859'
 JE1859'A 74 FOOT SIGNAL AT STATION DOUGHERTY IS VISIBLE AT 37 FEET
 JE1859'
 JE1859'A 47 FOOT SIGNAL AT STATION HUTTON MOUND 1883, 1922, 1948 IS
 JE1859'VISIBLE AT 4 FEET
 JE1859'
 JE1859'A 74 FOOT SIGNAL AT STATION CRESCENT IS VISIBLE AT 4 FEET
 JE1859'
 JE1859'A 47 FOOT SIGNAL AT STATION WHITE 1934 IS VISIBLE AT 4 FEET
 JE1859'
 JE1859'HEIGHT OF LIGHT ABOVE SATION MARK 14 METERS.
 JE1859
 JE1859                          STATION RECOVERY (1961)
 JE1859
 JE1859'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 JE1859'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED,
 JE1859'EXCEPT THAT ROUTE 35 IS NOW MARKED ROUTE 7.
 JE1859
 JE1859                          STATION RECOVERY (1965)
 JE1859
 JE1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JE1859'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JE1859'CONDITION.  R.M. NO. 1 WAS FOUND TO BE ABOUT FLUSH WITH THE
 JE1859'GROUND AND IS UNDER A NORTH-SOUTH BOARD FENCE.
 JE1859'
 JE1859'THE AZIMUTH MARK RECOVERED AS DESCRIBED FROM THE HIGHWAYS
 JE1859'BUT STATE HIGHWAY 35, MENTIONED IN THE ORIGINAL DESCRIPTION,
 JE1859'HAS BEEN CHANGED TO HIGHWAY 7.  A METAL WITNESS POST WAS
 JE1859'SET 3/4 FOOT SOUTHEAST OF THE MARK.
 JE1859'
 JE1859'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 JE1859'FOR RECOVERY.
 JE1859'
 JE1859'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 JE1859'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JE1859'
 JE1859'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 JE1859'THE MARK WAS IN THE WAY OF HIGHWAY CONSTRUCTION AND THE
 JE1859'MARK WAS MOVED DIRECTLY ON LINE WITH THE STATION.  THE NEW
 JE1859'AZIMUTH MARK WAS MOVED ABOUT 350 FEET SOUTH-SOUTHEAST OF THE
 JE1859'OLD AZIMUTH MARK.
 JE1859'
 JE1859'FOLLOWING IS NEW AND COMPLETE DESCRIPTION.
 JE1859'
 JE1859'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE COURT
 JE1859'HOUSE IN HARRISONVILLE, 0.8 MILE NORTH-NORTHWEST OF THE JUNCTION
 JE1859'OF U.S. HIGHWAY 71 AND STATE HIGHWAY 7 EAST, ON THE HIGHEST
 JE1859'POINT OF A PROMINENT RIDGE, AND ON LAND OWNED BY MR. W.V. TATUM.
 JE1859'
 JE1859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 JE1859'AND STATE HIGHWAY 7 NORTH AT THE SOUTHWEST SIDE OF HARRISONVILLE,
 JE1859'GO SOUTH ON U.S. HIGHWAY 71 FOR 0.45 MILE TO WHERE U.S. HIGHWAY
 JE1859'71 MAKES A LEFT TURN.  CONTINUE STRAIGHT, SOUTH, ON A GRAVELED
 JE1859'ROAD FOR 0.6 MILE TO THE TOP OF A HILL AND A DRIVEWAY ON
 JE1859'THE LEFT.  TURN LEFT AND GO EAST ON A GRAVELED DRIVEWAY FOR
 JE1859'0.05 MILE TO MR. TATUMS FARM HOUSE ON THE LEFT AND THE STATION
 JE1859'ON THE RIGHT.
 JE1859'
 JE1859'THE STATION MARK, A STANDARD DISK STAMPED HARRISON 1948, IS
 JE1859'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JE1859'WITH THE SURFACE OF THE GROUND.  IT IS 62 FEET SOUTH OF THE
 JE1859'SOUTHEAST CORNER OF THE FARM HOUSE, 25 FEET SOUTH OF THE
 JE1859'CENTER OF THE DRIVEWAY, AND 20 FEET SOUTHEAST OF A PINE
 JE1859'TREE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JE1859'
 JE1859'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARRISON NO 1
 JE1859'1948, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 JE1859'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 28.5 FEET
 JE1859'SOUTH OF THE SOUTHEAST CORNER OF A GARAGE, 20 FEET NORTHEAST
 JE1859'OF A POWER LINE POLE WITH A YARD LIGHT, 11.5 FEET NORTH OF A
 JE1859'T-FENCE POST, AND 6 INCHES WEST OF A WHITE BOARD FENCE.
 JE1859'
 JE1859'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARRISON NO
 JE1859'2 1948, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 JE1859'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 52
 JE1859'FEET SOUTH OF A GATE ENTERING A BARNYARD, 35 FEET WEST-NORTHWEST
 JE1859'OF THE NORTHWEST CORNER OF A BARN, AND 1 FOOT WEST OF A
 JE1859'WHITE BOARD FENCE.
 JE1859'
 JE1859'AZIMUTH MARK, A STANDARD DISK STAMPED HARRISON 1948 RESET
 JE1859'1965, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 JE1859'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS AT THE SOUTHEAST
 JE1859'EDGE OF THE RIGHT-OF-WAY OF JUNCTION OF U.S. HIGHWAY 71
 JE1859'AND STATE HIGHWAY 7 EAST, 300 FEET SOUTH OF THE CENTER OF STATE
 JE1859'HIGHWAY 7 EAST, 260 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 JE1859'71, AND 1.5 FEET EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1857 ***********************************************************************
 JE1857  DESIGNATION -  HARRISONVILLE CASS CO CTHSE
 JE1857  PID         -  JE1857
 JE1857  STATE/COUNTY-  MO/CASS
 JE1857  USGS QUAD   -  HARRISONVILLE (1981)
 JE1857
 JE1857                         *CURRENT SURVEY CONTROL
 JE1857  ___________________________________________________________________
 JE1857* NAD 83(1997)-  38 39 16.02091(N)    094 20 54.31898(W)     ADJUSTED  
 JE1857* NAVD 88     -                                                        
 JE1857  ___________________________________________________________________
 JE1857  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 JE1857  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE1857
 JE1857  HORZ ORDER  -  THIRD
 JE1857
 JE1857.The horizontal coordinates were established by classical geodetic methods
 JE1857.and adjusted by the National Geodetic Survey in February 2000..
 JE1857
 JE1857
 JE1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1857
 JE1857.The geoid height was determined by GEOID03.
 JE1857
 JE1857;                    North         East     Units Scale Factor Converg.
 JE1857;SPC MO W     -   276,102.316   863,193.517   MT  0.99994332   +0 05 40.8
 JE1857;UTM  15      - 4,279,294.168   382,669.579   MT  0.99976953   -0 50 32.5
 JE1857
 JE1857                          SUPERSEDED SURVEY CONTROL
 JE1857
 JE1857  NAD 83(1997)-  38 39 16.02124(N)    094 20 54.31891(W) AD(       ) 4
 JE1857  NAD 83(1986)-  38 39 16.02895(N)    094 20 54.31659(W) AD(       ) 4
 JE1857  NAD 27      -  38 39 15.99244(N)    094 20 53.50310(W) AD(       ) 3
 JE1857
 JE1857.Superseded values are not recommended for survey control.
 JE1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1857.See file dsdata.txt to determine how the superseded data were derived.
 JE1857
 JE1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8267079294(NAD 83)
 JE1857_MARKER: 86 = CUPOLA
 JE1857
 JE1857  HISTORY     - Date     Condition        Report By
 JE1857  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1857  HISTORY     - 20041210 GOOD             GEOCAC
 JE1857
 JE1857                          STATION DESCRIPTION
 JE1857
 JE1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1857'THIS STATION IS THE CUPOLA ON THE CASS COUNTY COURTHOUSE, IN
 JE1857'THE TOWN OF HARRISONVILLE, MISSOURI.  IT IS LOCATED IN THE
 JE1857'SQUARE IN THE CENTER OF THE TOWN, BOUNDED ON THE NORTH BY
 JE1857'PEARL STREET, ON THE EAST BY LEXINGTON STREET, ON THE SOUTH
 JE1857'BY WALL STREET, AND ON THE EAST BY INDEPENDENCE STREET.  THE
 JE1857'CUPOLA IS ON THE SOUTH END OF THE COURTHOUSE, ABOUT 45 FEET NORTH
 JE1857'OF THE CENTERLINE OF WALL STREET AND ABOUT 105 FEET EAST OF THE
 JE1857'CENTERLINE OF INDEPENDENCE STREET, IN SEC. 4, T 44 N, R
 JE1857'31 W.  THE COURTHOUSE WAS ERECTED IN 1897 AND THE CUPOLA IS
 JE1857'VERY PROMINENT IN ALL DIRECTIONS.
 JE1857'
 JE1857'THE BASE OF THE CUPOLA IS A YELLOW BRICK TOWER OVER THE MAIN
 JE1857'ENTRANCE ABOUT 110 FEET HIGH ABOVE THE GROUND.  IT HAS TWO
 JE1857'ARCHED WINDOWS ON EACH SIDE NEAR THE CENTER AND A WHITE CLOCK
 JE1857'DIAL ON EACH SIDE NEAR THE TOP.  ABOVE THE DIALS THERE ARE
 JE1857'TWO SQUARE GLAZED WINDOWS ON EACH SIDE.  ON THE TOP OF THE
 JE1857'TOWER ARE SMALL PROJECTING BALCONIES ON EACH SIDE WITH GREEN
 JE1857'RAILS.  ON THE TOWER SETS AN OPEN CUPOLA SUPPORTED BY COLUMNS,
 JE1857'ABOUT 20 FEET HIGH.
 JE1857'
 JE1857'THE ROOF OF THE CUPOLA IS A FOUR-SIDED TRIANGULAR STRUCTURE ABOUT
 JE1857'4 FEET HIGH.  AT THE APEX OF THE ROOF A FLAG STAFF RISES ABOUT 35
 JE1857'FEET.  ABOUT ONE-THIRD THE WAY UP THE FLAGSTAFF IS A CROSS-ARM,
 JE1857'AT EITHER END OF WHICH IS A LIGHT.  THE TOTAL HEIGHT IS 170 FEET.
 JE1857
 JE1857                          STATION RECOVERY (2004)
 JE1857
 JE1857'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 JE1857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1856 ***********************************************************************
 JE1856  DESIGNATION -  HARRISONVILLE MUNICIPAL TANK
 JE1856  PID         -  JE1856
 JE1856  STATE/COUNTY-  MO/CASS
 JE1856  USGS QUAD   -  HARRISONVILLE (1981)
 JE1856
 JE1856                         *CURRENT SURVEY CONTROL
 JE1856  ___________________________________________________________________
 JE1856* NAD 83(1997)-  38 39 18.11153(N)    094 20 59.17155(W)     ADJUSTED  
 JE1856* NAVD 88     -                                                        
 JE1856  ___________________________________________________________________
 JE1856  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 JE1856  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE1856
 JE1856  HORZ ORDER  -  THIRD
 JE1856
 JE1856.The horizontal coordinates were established by classical geodetic methods
 JE1856.and adjusted by the National Geodetic Survey in February 2000..
 JE1856
 JE1856
 JE1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1856
 JE1856.The geoid height was determined by GEOID03.
 JE1856
 JE1856;                    North         East     Units Scale Factor Converg.
 JE1856;SPC MO W     -   276,166.585   863,076.086   MT  0.99994328   +0 05 37.8
 JE1856;UTM  15      - 4,279,360.337   382,553.234   MT  0.99976986   -0 50 35.5
 JE1856
 JE1856                          SUPERSEDED SURVEY CONTROL
 JE1856
 JE1856  NAD 83(1997)-  38 39 18.11186(N)    094 20 59.17150(W) AD(       ) 4
 JE1856  NAD 83(1986)-  38 39 18.11954(N)    094 20 59.16899(W) AD(       ) 4
 JE1856  NAD 27      -  38 39 18.08245(N)    094 20 58.35359(W) AD(       ) 3
 JE1856
 JE1856.Superseded values are not recommended for survey control.
 JE1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1856.See file dsdata.txt to determine how the superseded data were derived.
 JE1856
 JE1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8255379360(NAD 83)
 JE1856_MARKER: 53 = ELEVATED TANK
 JE1856
 JE1856  HISTORY     - Date     Condition        Report By
 JE1856  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1856  HISTORY     - 1948     GOOD             CGS
 JE1856
 JE1856                          STATION DESCRIPTION
 JE1856
 JE1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1856'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF HARRISONVILLE,
 JE1856'MISSOURI.  IT IS LOCATED ABOUT 45 FEET NORTH OF THE CENTERLINE
 JE1856'OF PEARL STREET AND ABOUT 120 FEET WEST OF THE CENTERLINE OF
 JE1856'INDEPENDENCE STREET, ABOUT 50 FEET SOUTHWEST OF AN OLD CONCRETE
 JE1856'STANDPIPE, IN SEC. 4, T 44 N, R 31 W.  THE TANK WAS ERECTED IN
 JE1856'1929 AND IS QUITE PROMINENT.
 JE1856'
 JE1856'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE OVAL
 JE1856'SECTION EXTENDS DOWNWARD ABOUT 15 FEET, FROM THE CENTER OF WHICH
 JE1856'A FEEDPIPE JACKET EXTENDS TO THE GROUND.  THE VERTICAL SECTION IS
 JE1856'ABOUT 30 FEET HIGH AND HAS A CATWALK AND RAIL AROUND ITS BASE.
 JE1856'THE FLAT CONICAL ROOF HAS A BALL AT ITS APEX.  THE ENTIRE TANK
 JE1856'IS BLACK IN COLOR.  THE TOTAL HEIGHT IS ABOUT 155 FEET.
 JE1856
 JE1856                          STATION RECOVERY (1948)
 JE1856
 JE1856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1856'LOCATED 1 BLOCK NORTHWEST OF THE COURTHOUSE SQUARE, 1/2 BLOCK
 JE1856'WEST OF W. INDEPENDENCE AVE., AND 48 FEET NORTH OF W. PEARL ST.
 JE1856'
 JE1856'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER AND SUPPORTING A
 JE1856'SQUAT-TYPE TANK WITH A CONICAL SHAPED TOP.  THE HEIGHT IS ABOUT
 JE1856'140 FEET.
 JE1856'
 JE1856'THE POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1860 ***********************************************************************
 JE1860  DESIGNATION -  HARRISONVILLE PRESB CH SPIRE
 JE1860  PID         -  JE1860
 JE1860  STATE/COUNTY-  MO/CASS
 JE1860  USGS QUAD   -  HARRISONVILLE (1981)
 JE1860
 JE1860                         *CURRENT SURVEY CONTROL
 JE1860  ___________________________________________________________________
 JE1860* NAD 83(1997)-  38 39 15.08510(N)    094 21 01.44486(W)     ADJUSTED  
 JE1860* NAVD 88     -                                                        
 JE1860  ___________________________________________________________________
 JE1860  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 JE1860  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE1860
 JE1860  HORZ ORDER  -  THIRD
 JE1860
 JE1860.The horizontal coordinates were established by classical geodetic methods
 JE1860.and adjusted by the National Geodetic Survey in February 2000..
 JE1860
 JE1860
 JE1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1860
 JE1860.The geoid height was determined by GEOID03.
 JE1860
 JE1860;                    North         East     Units Scale Factor Converg.
 JE1860;SPC MO W     -   276,073.178   863,021.274   MT  0.99994326   +0 05 36.4
 JE1860;UTM  15      - 4,279,267.855   382,496.912   MT  0.99977002   -0 50 36.9
 JE1860
 JE1860                          SUPERSEDED SURVEY CONTROL
 JE1860
 JE1860  NAD 83(1997)-  38 39 15.08540(N)    094 21 01.44460(W) AD(       ) 4
 JE1860  NAD 83(1986)-  38 39 15.09307(N)    094 21 01.44205(W) AD(       ) 4
 JE1860  NAD 27      -  38 39 15.05728(N)    094 21 00.63370(W) AD(       ) 3
 JE1860
 JE1860.Superseded values are not recommended for survey control.
 JE1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1860.See file dsdata.txt to determine how the superseded data were derived.
 JE1860
 JE1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8249779268(NAD 83)
 JE1860_MARKER: 90 = CHURCH SPIRE
 JE1860
 JE1860  HISTORY     - Date     Condition        Report By
 JE1860  HISTORY     - 1885     FIRST OBSERVED   CGS
 JE1860  HISTORY     - 1935     GOOD             CGS
 JE1860
 JE1860                          STATION DESCRIPTION
 JE1860
 JE1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JE1860'LOST.  THE CHURCH, WHICH WAS LOCATED 1-1/2 BLOCKS W OF SW CORNER
 JE1860'OF COURTHOUSE SQUARE, WAS TORN DOWN ABOUT 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1424 ***********************************************************************
 JC1424  DESIGNATION -  HART
 JC1424  PID         -  JC1424
 JC1424  STATE/COUNTY-  MO/LINCOLN
 JC1424  USGS QUAD   -  HAWK POINT (1985)
 JC1424
 JC1424                         *CURRENT SURVEY CONTROL
 JC1424  ___________________________________________________________________
 JC1424* NAD 83(1997)-  38 59 23.81255(N)    091 10 40.97538(W)     ADJUSTED  
 JC1424* NAVD 88     -       218.9    (meters)     718.     (feet)  VERTCON   
 JC1424  ___________________________________________________________________
 JC1424  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 JC1424  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JC1424
 JC1424  HORZ ORDER  -  SECOND
 JC1424
 JC1424.The horizontal coordinates were established by classical geodetic methods
 JC1424.and adjusted by the National Geodetic Survey in February 2000..
 JC1424
 JC1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1424
 JC1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1424
 JC1424.The geoid height was determined by GEOID03.
 JC1424
 JC1424;                    North         East     Units Scale Factor Converg.
 JC1424;SPC MO E     -   350,533.631   191,258.395   MT  0.99997581   -0 25 35.9
 JC1424;UTM  15      - 4,317,239.918   657,793.877   MT  0.99990660   +1 08 47.7
 JC1424
 JC1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1424!SPC MO E     -   0.99997069  x   0.99997581  =   0.99994650
 JC1424!UTM  15      -   0.99997069  x   0.99990660  =   0.99987729
 JC1424
 JC1424|---------------------------------------------------------------------|
 JC1424| PID    Reference Object                     Distance      Geod. Az  |
 JC1424|                                                           dddmmss.s |
 JC1424| CN6369 HART RM 1                            14.326 METERS 09519     |
 JC1424| CN6370 HART RM 2                            29.797 METERS 17636     |
 JC1424| JC1425 TRUXTON                             APPROX. 5.1 KM 2802437.0 |
 JC1424|---------------------------------------------------------------------|
 JC1424
 JC1424                          SUPERSEDED SURVEY CONTROL
 JC1424
 JC1424  NAD 83(1997)-  38 59 23.81913(N)    091 10 40.97336(W) AD(       ) 2
 JC1424  NAD 83(1986)-  38 59 23.83279(N)    091 10 40.97411(W) AD(       ) 2
 JC1424  NAD 27      -  38 59 23.67649(N)    091 10 40.43605(W) AD(       ) 2
 JC1424  NGVD 29 (07/19/86)  218.9    (m)          718.     (f) VERT ANG       
 JC1424
 JC1424.Superseded values are not recommended for survey control.
 JC1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1424.See file dsdata.txt to determine how the superseded data were derived.
 JC1424
 JC1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD5779417240(NAD 83)
 JC1424_MARKER: DD = SURVEY DISK
 JC1424_SETTING: 0 = UNSPECIFIED SETTING
 JC1424
 JC1424  HISTORY     - Date     Condition        Report By
 JC1424  HISTORY     - 1970     MONUMENTED       USGS
 JC1424
 JC1424                          STATION DESCRIPTION
 JC1424
 JC1424'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1424'THE STATION IS LOCATED 2.5 MI W. AND 1.25 MI N. OF HAWK POINT, 3.5
 JC1424'MI E. AND 1.0 MI S. OF TRUXTON, NEAR QUARTER COR. BETWEEN SECS. 19
 JC1424'AND 30, T. 49 N., R. 2 W., ON LAND OWNED BY MR. WILLIAM HARTWICK,
 JC1424'NEAR A N.-S. GRAVEL RD. ABOUT 0.1 MI N. OF JCT. WITH COUNTY HWY.
 JC1424'A.
 JC1424'
 JC1424'TO REACH THE STATION FROM THE JCT. OF STATE HWY. 47, CO. HWY. D
 JC1424'AND CO. HWY. A IN HAWK POINT, DRIVE W. ON CO. HWY. A FOR 2.9 MI
 JC1424'TO THE JCT. OF A GRAVEL RD. LEADING N., TURN RIGHT AND DRIVE N. ON
 JC1424'GRAVEL RD. FOR 0.1 MI TO TOP OF HILL AND STATION ON THE LEFT.
 JC1424'
 JC1424'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HART
 JC1424'1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN
 JC1424'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION MARK IS
 JC1424'12 IN. BELOW GROUND, REFERENCE MARKS ARE FLUSH WITH GROUND.
 JC1424'
 JC1424'STATION MARK IS 659 FT S. OF A GRAVEL T-RD. E., 106 FT N. OF A
 JC1424'POWER POLE, 27 FT W. OF THE CENTER OF A N.-S. GRAVEL RD. AND 6.5
 JC1424'FT W. OF A METAL WITNESS POST.
 JC1424'
 JC1424'REFERENCE MARK 1 IS 47.00 FT (14.326 M.) E. OF STATION AND 19
 JC1424'FT E. OF CENTER OF THE N.-S. GRAVEL RD.
 JC1424'
 JC1424'REFERENCE MARK 2 IS 97.76 FT. (29.797 M.) S. OF STATION, 21 FT
 JC1424'W. OF CENTER OF THE N.-S. GRAVEL RD., 16.5 FT S. OF AN 8 IN. WOODEN
 JC1424'POST AND 8 FT N. OF A POWER LINE POLE.
 JC1424'
 JC1424'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 101.89
 JC1424'FT. (31.056 M.)
 JC1424'
 JC1424'NOTE--THIS STATION AND ET STATION TRUXTON 1970 ARE INTERVISIBLE
 JC1424'FROM GROUND.
 JC1424'
 JC1424'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0818 ***********************************************************************
 HC0818  DESIGNATION -  HARTSHORN
 HC0818  PID         -  HC0818
 HC0818  STATE/COUNTY-  MO/TEXAS
 HC0818  USGS QUAD   -  HARTSHORN (1985)
 HC0818
 HC0818                         *CURRENT SURVEY CONTROL
 HC0818  ___________________________________________________________________
 HC0818* NAD 83(1997)-  37 15 41.58298(N)    091 40 03.63182(W)     ADJUSTED  
 HC0818* NAVD 88     -       403.3    (meters)    1323.     (feet)  VERTCON   
 HC0818  ___________________________________________________________________
 HC0818  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HC0818  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0818
 HC0818  HORZ ORDER  -  SECOND
 HC0818
 HC0818.The horizontal coordinates were established by classical geodetic methods
 HC0818.and adjusted by the National Geodetic Survey in February 2000..
 HC0818
 HC0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0818
 HC0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0818
 HC0818.The geoid height was determined by GEOID03.
 HC0818
 HC0818;                    North         East     Units Scale Factor Converg.
 HC0818;SPC MO C     -   158,802.267   573,827.838   MT  1.00000045   +0 30 14.2
 HC0818;UTM  15      - 4,124,719.426   618,140.586   MT  0.99977193   +0 48 24.3
 HC0818
 HC0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0818!SPC MO C     -   0.99994143  x   1.00000045  =   0.99994188
 HC0818!UTM  15      -   0.99994143  x   0.99977193  =   0.99971338
 HC0818
 HC0818|---------------------------------------------------------------------|
 HC0818| PID    Reference Object                     Distance      Geod. Az  |
 HC0818|                                                           dddmmss.s |
 HC0818| CN6371 HARTSHORN RM 1                       11.093 METERS 05524     |
 HC0818| HC0817 HARTSHORN AZ MK                     APPROX. 0.8 KM 0553803.7 |
 HC0818| HC0820 SUMMERSVILLE FLAT ROCK LOT          APPROX.15.2 KM 1314535.3 |
 HC0818| CN6372 HARTSHORN RM 2                       11.204 METERS 24002     |
 HC0818|---------------------------------------------------------------------|
 HC0818
 HC0818                          SUPERSEDED SURVEY CONTROL
 HC0818
 HC0818  NAD 83(1986)-  37 15 41.59482(N)    091 40 03.63024(W) AD(       ) 2
 HC0818  NAD 27      -  37 15 41.42398(N)    091 40 03.10958(W) AD(       ) 2
 HC0818  NGVD 29 (07/19/86)  403.2    (m)         1323.     (f) VERT ANG       
 HC0818
 HC0818.Superseded values are not recommended for survey control.
 HC0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0818.See file dsdata.txt to determine how the superseded data were derived.
 HC0818
 HC0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB1814124719(NAD 83)
 HC0818_MARKER: DD = SURVEY DISK
 HC0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0818+STABILITY: SURFACE MOTION
 HC0818
 HC0818  HISTORY     - Date     Condition        Report By
 HC0818  HISTORY     - 1977     MONUMENTED       NGS
 HC0818
 HC0818                          STATION DESCRIPTION
 HC0818
 HC0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0818'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF SUMMERSVILLE, 1
 HC0818'MILE WEST OF THE TEXAS-SHANNON COUNTY LINE, 0.25 MILE
 HC0818'SOUTHEAST OF HARTSHORN, IN THE NORTHEAST 1/4 OF SECTION 35,
 HC0818'R 7 W, T 30 N, AND ON THE HIGHWAY RIGHT-OF-WAY.  PERMISSION
 HC0818'GRANTED BY THE MISSOURI DEPARTMENT OF HIGHWAYS,
 HC0818'DISTRICT 9, POST OFFICE BOX 220, WILLOW SPRINGS, 65587.
 HC0818'TELEPHONE NUMBER 469-3134.
 HC0818'
 HC0818'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17
 HC0818'AND 106 AT THE WEST EDGE OF SUMMERSVILLE, GO WEST ON STATE
 HC0818'HIGHWAY 17 FOR 0.7 MILE TO COUNTY ROAD K. TURN RIGHT AND GO
 HC0818'NORTH ON COUNTY ROAD K FOR 4.95 MILES TO THE JUNCTION WITH
 HC0818'COUNTY ROAD KK, CONTINUE NORTHEAST ON COUNTY
 HC0818'ROAD K FOR 0.3 MILE TO THE STATION ON THE
 HC0818'LEFT.  TO REACH THE AZIMUTH MARK FROM HERE CONTINUE
 HC0818'NORTHEAST ON COUNTY ROAD K FOR 0.5 MILE TO AZIMUTH MARK
 HC0818'ON THE LEFT.
 HC0818'
 HC0818'STATION MARKS, STAMPED---HARTSHORN 1977---, ARE
 HC0818'STANDARD DISKS.
 HC0818'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0818'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE WITH
 HC0818'A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS 38 FEET
 HC0818'NORTH-NORTHWEST OF THE
 HC0818'CENTER OF COUNTY ROAD K, 37 FEET NORTH-NORTHEAST OF A FENCE
 HC0818'CORNER, 21 FEET SOUTHWEST OF A POWERLINE POLE AND 5 FEET
 HC0818'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND FENCELINE.
 HC0818'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 HC0818'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HC0818'
 HC0818'REFERENCE MARK 1, STAMPED---HARTSHORN NO 1 1977---,IS A STANDARD
 HC0818'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HC0818'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 34 FEET
 HC0818'NORTH-NORTHWEST OF THE CENTER OF COUNTY ROAD K AND 5 FEET
 HC0818'SOUTHEAST OF THE FENCELINE.
 HC0818'
 HC0818'REFERENCE MARK 2, STAMPED---HARTSHORN NO 2 1977---,IS A STANDARD
 HC0818'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HC0818'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 37 FEET
 HC0818'NORTH-NORTHWEST OF THE CENTER OF COUNTY ROAD K AND 3 FEET
 HC0818'SOUTHEAST OF THE FENCE CORNER.
 HC0818'
 HC0818'AZIMUTHS MARK, STAMPED---HARTSHORN 1977---, ARE STANDARD
 HC0818'DISKS.  THE SURFACE DISK IS SET
 HC0818'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HC0818'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE, WITH A METAL
 HC0818'ROD EMBEDDED IN THE MONUMENT.  IT IS 38 FEET
 HC0818'NORTH-NORTHWEST OF THE CENTER OF COUNTY ROAD K, 21 FEET
 HC0818'SOUTHWEST OF A POWERLINE POLE, 3 FEET SOUTH OF A METAL WITNESS
 HC0818'POST AND 2.5 FEET SOUTH-SOUTHEAST OF A FENCELINE.
 HC0818'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 HC0818'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HC0818'
 HC0818'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE THE ANGLE,
 HC0818'BEING NEAR 180 DEGREES.
 HC0818'
 HC0818'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0817 ***********************************************************************
 HC0817  DESIGNATION -  HARTSHORN AZ MK
 HC0817  PID         -  HC0817
 HC0817  STATE/COUNTY-  MO/TEXAS
 HC0817  USGS QUAD   -  HARTSHORN (1985)
 HC0817
 HC0817                         *CURRENT SURVEY CONTROL
 HC0817  ___________________________________________________________________
 HC0817* NAD 83(1997)-  37 15 56.00543(N)    091 39 37.24188(W)     ADJUSTED  
 HC0817* NAVD 88     -       396.6    (meters)    1301.     (feet)  VERTCON   
 HC0817  ___________________________________________________________________
 HC0817  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 HC0817  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HC0817
 HC0817  HORZ ORDER  -  SECOND
 HC0817
 HC0817.The horizontal coordinates were established by classical geodetic methods
 HC0817.and adjusted by the National Geodetic Survey in February 2000..
 HC0817.No horizontal observational check was made to the station.
 HC0817
 HC0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0817
 HC0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0817
 HC0817.The geoid height was determined by GEOID03.
 HC0817
 HC0817;                    North         East     Units Scale Factor Converg.
 HC0817;SPC MO C     -   159,252.617   574,474.130   MT  1.00000163   +0 30 30.4
 HC0817;UTM  15      - 4,125,173.082   618,784.342   MT  0.99977381   +0 48 40.6
 HC0817
 HC0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0817!SPC MO C     -   0.99994249  x   1.00000163  =   0.99994412
 HC0817!UTM  15      -   0.99994249  x   0.99977381  =   0.99971631
 HC0817
 HC0817                          SUPERSEDED SURVEY CONTROL
 HC0817
 HC0817  NAD 83(1986)-  37 15 56.01726(N)    091 39 37.24030(W) AD(       ) 2
 HC0817  NAD 27      -  37 15 55.84688(N)    091 39 36.72058(W) AD(       ) 2
 HC0817  NGVD 29 (07/19/86)  396.5    (m)         1301.     (f) VERT ANG       
 HC0817
 HC0817.Superseded values are not recommended for survey control.
 HC0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0817.See file dsdata.txt to determine how the superseded data were derived.
 HC0817
 HC0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB1878425173(NAD 83)
 HC0817_MARKER: DZ = AZIMUTH MARK DISK
 HC0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0817+STABILITY: SURFACE MOTION
 HC0817
 HC0817  HISTORY     - Date     Condition        Report By
 HC0817  HISTORY     - 1977     MONUMENTED       NGS
 HC0817
 HC0817                          STATION DESCRIPTION
 HC0817
 HC0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0817'THE STATION IS LOCATED ABOUT 6-1/2 MILES
 HC0817'NORTH OF SUMMERSVILLE, 1 MILE
 HC0817'WEST OF THE TEXAS-SHANNON COUNTY LINE, 0.25
 HC0817'MILE EAST OF HARTSHORN IN THE SOUTHWEST 1/4 OF SECTION 25,
 HC0817'R 7 W, T 30 N, AND ON THE HIGHWAY RIGHT-OF-WAY.  PERMISSION
 HC0817'GRANTED BY THE MISSOURI DEPARTMENT OF HIGHWAYS, DISTRICT 9,
 HC0817'POST OFFICE BOX 220, WILLOW SPRINGS, 65587.  TELEPHONE NUMBER
 HC0817'469-3134.
 HC0817'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HC0817'HARTSHORN USING ELECTRONIC DISTANCE EQUIPTMENT.
 HC0817'
 HC0817'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17
 HC0817'AND 106 AT THE WEST EDGE OF SUMMERSVILLE, GO WEST ON STATE
 HC0817'HIGHWAY 17 FOR 0.7 MILE TO COUNTY ROAD K.  TURN RIGHT AND GO
 HC0817'NORTH ON COUNTY ROAD K FOR 4.95 MILES TO THE JUNCTION WITH
 HC0817'COUNTY ROAD KK, GO NORTHEAST ON COUNTY ROAD K FOR 0.8 MILE
 HC0817'TO THE STATION ON THE LEFT.
 HC0817'
 HC0817'THE STATION MARKS, STAMPED---HARTSHORN 1977---, ARE
 HC0817'STANDARD AZIMUTH MARK
 HC0817'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 HC0817'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 HC0817'2 INCHES ABOVE THE GROUND SURFACE, WITH
 HC0817'A METAL ROD EMBEDDED IN THE MONUMENT.  IT
 HC0817'IS 38 FEET NORTH-NORTHWEST OF THE CENTER OF COUNTY ROAD K, 21
 HC0817'FEET SOUTHWEST OF A POWERLINE POLE, 3 FEET SOUTH OF A METAL
 HC0817'WITNESS POST AND 2.5 FEET SOUTH-SOUTHEAST OF A FENCE.  THE
 HC0817'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HC0817'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HC0817'
 HC0817'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1526 ***********************************************************************
 JC1526  DESIGNATION -  HATCHEE
 JC1526  PID         -  JC1526
 JC1526  STATE/COUNTY-  MO/MARIES
 JC1526  USGS QUAD   -  SUMMERFIELD (1981)
 JC1526
 JC1526                         *CURRENT SURVEY CONTROL
 JC1526  ___________________________________________________________________
 JC1526* NAD 83(1997)-  38 15 12.03908(N)    091 47 41.56747(W)     ADJUSTED  
 JC1526* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 JC1526  ___________________________________________________________________
 JC1526  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 JC1526  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JC1526
 JC1526  HORZ ORDER  -  SECOND
 JC1526
 JC1526.The horizontal coordinates were established by classical geodetic methods
 JC1526.and adjusted by the National Geodetic Survey in February 2000..
 JC1526
 JC1526.The orthometric height was scaled from a topographic map.
 JC1526
 JC1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1526
 JC1526.The geoid height was determined by GEOID03.
 JC1526
 JC1526;                    North         East     Units Scale Factor Converg.
 JC1526;SPC MO C     -   268,786.401   561,715.024   MT  0.99998022   +0 26 11.7
 JC1526;SPC MO E     -   269,344.269   136,665.174   MT  1.00009147   -0 48 06.5
 JC1526;UTM  15      - 4,234,611.318   605,443.130   MT  0.99973693   +0 44 46.3
 JC1526
 JC1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1526!SPC MO C     -   0.99996663  x   0.99998022  =   0.99994686
 JC1526!SPC MO E     -   0.99996663  x   1.00009147  =   1.00005810
 JC1526!UTM  15      -   0.99996663  x   0.99973693  =   0.99970357
 JC1526
 JC1526|---------------------------------------------------------------------|
 JC1526| PID    Reference Object                     Distance      Geod. Az  |
 JC1526|                                                           dddmmss.s |
 JC1526| CN6378 HATCHEE RM 1                         18.135 METERS 06646     |
 JC1526| CN6377 HATCHEE AZ MK                                      1794222.3 |
 JC1526| JC1527 FREEBURG HOLY FAM CH W STEEPLE      APPROX.13.2 KM 3011833.7 |
 JC1526| JC1528 FREEBURG HOLY FAM CH E STEEPLE      APPROX.13.2 KM 3012024.5 |
 JC1526| CN6379 HATCHEE RM 2                         24.479 METERS 32632     |
 JC1526|---------------------------------------------------------------------|
 JC1526
 JC1526                          SUPERSEDED SURVEY CONTROL
 JC1526
 JC1526  NAD 83(1986)-  38 15 12.05417(N)    091 47 41.56878(W) AD(       ) 2
 JC1526  NAD 27      -  38 15 11.88900(N)    091 47 40.97500(W) AD(       ) 2
 JC1526
 JC1526.Superseded values are not recommended for survey control.
 JC1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1526.See file dsdata.txt to determine how the superseded data were derived.
 JC1526
 JC1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC0544334611(NAD 83)
 JC1526_MARKER: DS = TRIANGULATION STATION DISK
 JC1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1526+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2005
 JC1526
 JC1526  HISTORY     - Date     Condition        Report By
 JC1526  HISTORY     - 1947     MONUMENTED       CGS
 JC1526  HISTORY     - 20050603 GOOD             MODNR
 JC1526
 JC1526                          STATION DESCRIPTION
 JC1526
 JC1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1526'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF BELLE AND
 JC1526'2-1/4 MILES SOUTH-SOUTHEAST OF SUMMERFIELD, IN SW 1/4 OF SEC.
 JC1526'35, T. 41 N., R. 8 W., ON RIGHT-OF-WAY OF COUNTY ROAD, ABOUT
 JC1526'1/2 MILE SOUTH OF HATCHEE CREEK, IT IS 24 FEET SOUTH OF
 JC1526'CENTERLINE OF COUNTY ROAD, 18 FEET EAST OF GATE POST, 3.7 FEET
 JC1526'WEST OF WHITE WITNESS POST, 0.8 FEET NORTH OF FENCELINE.  THE
 JC1526'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED HATCHEE
 JC1526'1947.
 JC1526'
 JC1526'REFERENCE MARK NO. 1 IS 59.50 FEET NORTHEAST OF STATION, 12 FEET
 JC1526'NORTH OF CENTERLINE OF ROAD AND 2 FEET SOUTH OF FENCELINE.  THE
 JC1526'MARK PROJECTS APPROX. 6 INCHES AND THE DISK IS STAMPED HATCHEE
 JC1526'NO 1 1947.
 JC1526'
 JC1526'REFERENCE MARK NO. 2 IS 80.30 FEET NORTHWEST OF STATION, 10
 JC1526'FEET WEST OF THE CENTERLINE OF ROAD AND 2 FEET EAST OF FENCELINE.
 JC1526'THE MARK PROJECTS APPROX. 6 INCHES AND THE DISK IS STAMPED
 JC1526'HATCHEE NO 2 1947.
 JC1526'
 JC1526'AZIMUTH MARK IS APPROX. 1.0 MILE SOUTH OF STATION, 20 FEET WEST
 JC1526'OF CENTERLINE OF ROAD, 3 FEET NORTH OF WHITE WITNESS POST AND
 JC1526'1.5 FEET WEST OF FENCELINE.  THE MARK PROJECTS APPROX. 4 INCHES.
 JC1526'
 JC1526'TO REACH FROM THE JUNCTION OF STATE ROUTE 89 AND COUNTY ROUTE J
 JC1526'IN THE CITY OF BELLE, GO WEST ON COUNTY ROUTE J FOR 5.25 MILES
 JC1526'TO SUMMERFIELD STORE AND POST OFFICE.  CONTINUE WEST FOR 0.2 MILE
 JC1526'TO CROSS ROADS, THENCE LEFT AND TRAVEL MAIN ROAD SOUTHEAST 0.7
 JC1526'MILE TO FORK AT FARM HOUSE ON RIGHT.  FORD SMALL STREAM, KEEP
 JC1526'RIGHT FORK 1.4 MILES TO FORK IMMEDIATELY BEYOND ANOTHER SMALL
 JC1526'STREAM.  KEEP RIGHT FORK AND GO 0.5 MILE TO STATION WHERE ROAD
 JC1526'TURNS FROM SOUTH TO EAST, ON RIGHT SIDE OF ROAD IN FENCE LINE.
 JC1526'
 JC1526'AZIMUTH MARK IS REACHED BY GOING EAST AND SOUTH ON GRAVEL ROAD
 JC1526'FOR 0.5 MILE TO FORK, TAKE RIGHT FORK AND GO 0.6 MILE TO CREEK,
 JC1526'CROSS CREEK AND GO 0.35 MILE TO MARK ON RIGHT SIDE OF ROAD.
 JC1526'
 JC1526'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JC1526
 JC1526                          STATION RECOVERY (2005)
 JC1526
 JC1526'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC)
 JC1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1305 ***********************************************************************
 KD1305  DESIGNATION -  HAW
 KD1305  PID         -  KD1305
 KD1305  STATE/COUNTY-  MO/DAVIESS
 KD1305  USGS QUAD   -  BRECKENRIDGE (1984)
 KD1305
 KD1305                         *CURRENT SURVEY CONTROL
 KD1305  ___________________________________________________________________
 KD1305* NAD 83(1997)-  39 51 04.47610(N)    093 52 00.20350(W)     ADJUSTED  
 KD1305* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 KD1305  ___________________________________________________________________
 KD1305  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 KD1305  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1305
 KD1305  HORZ ORDER  -  SECOND
 KD1305
 KD1305.The horizontal coordinates were established by classical geodetic methods
 KD1305.and adjusted by the National Geodetic Survey in February 2000..
 KD1305
 KD1305.The orthometric height was scaled from a topographic map.
 KD1305
 KD1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1305
 KD1305.The geoid height was determined by GEOID03.
 KD1305
 KD1305;                    North         East     Units Scale Factor Converg.
 KD1305;SPC MO W     -   409,143.866   904,192.125   MT  0.99997732   +0 24 20.9
 KD1305;UTM  15      - 4,411,606.270   425,855.966   MT  0.99966768   -0 33 19.5
 KD1305
 KD1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1305!SPC MO W     -   0.99996542  x   0.99997732  =   0.99994274
 KD1305!UTM  15      -   0.99996542  x   0.99966768  =   0.99963311
 KD1305
 KD1305|---------------------------------------------------------------------|
 KD1305| PID    Reference Object                     Distance      Geod. Az  |
 KD1305|                                                           dddmmss.s |
 KD1305| CL8704 HAW RM 1                             18.636 METERS 06139     |
 KD1305| CL8705 HAW RM 2                              9.998 METERS 15348     |
 KD1305| CL8706 HAW RM 3                             12.948 METERS 15928     |
 KD1305| CL8702 HAW AZ MK                                          1630749.1 |
 KD1305| CL8703 HAW AZ MK 2                                        1641249.6 |
 KD1305| KD1313 GALLATIN MUNICIPAL TANK             APPROX.10.7 KM 3103431.7 |
 KD1305| KD1312 GALLATIN DAVIESS CO CTHSE DOME      APPROX.10.8 KM 3110149.1 |
 KD1305|---------------------------------------------------------------------|
 KD1305
 KD1305                          SUPERSEDED SURVEY CONTROL
 KD1305
 KD1305  NAD 83(1997)-  39 51 04.47655(N)    093 52 00.20478(W) AD(       ) 2
 KD1305  NAD 83(1997)-  39 51 04.47830(N)    093 52 00.20565(W) AD(       ) 2
 KD1305  NAD 83(1986)-  39 51 04.47943(N)    093 52 00.20477(W) AD(       ) 2
 KD1305  NAD 27      -  39 51 04.43680(N)    093 51 59.42060(W) AD(       ) 2
 KD1305
 KD1305.Superseded values are not recommended for survey control.
 KD1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1305.See file dsdata.txt to determine how the superseded data were derived.
 KD1305
 KD1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE2585611606(NAD 83)
 KD1305_MARKER: DS = TRIANGULATION STATION DISK
 KD1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1305
 KD1305  HISTORY     - Date     Condition        Report By
 KD1305  HISTORY     - 1948     MONUMENTED       CGS
 KD1305  HISTORY     - 1966     GOOD             CGS
 KD1305  HISTORY     - 1973     GOOD             DOD
 KD1305  HISTORY     - 1973     GOOD             NGS
 KD1305
 KD1305                          STATION DESCRIPTION
 KD1305
 KD1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1305'THE STATION IS LOCATED ABOUT 5.0 MILES EAST AND 4.5 MILES SOUTH
 KD1305'OF GALLATIN ON LAND OWNED BY MRS. M. YOUNG.  IT IS 15.0 FEET
 KD1305'WEST OF A FENCE, 22.0 FEET SOUTHWEST OF THE CENTER OF A BOARD
 KD1305'GATE, 33.0 FEET WEST OF THE CENTER OF A GRADED DIRT ROAD, AND
 KD1305'ABOUT 80.0 FEET WEST OF THE SOUTHWEST CORNER OF A FARM HOUSE.
 KD1305'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED HAW 1948.
 KD1305'
 KD1305'REFERENCE MARK NO. 1 IS 1.0 FOOT WEST OF A YARD FENCE, 13.5 FEET
 KD1305'SOUTH OF A YARD GATE AND 21.0 FEET EAST OF THE CENTER OF A
 KD1305'GRADED DIRT ROAD.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 KD1305'HAW NO 1 1948.
 KD1305'
 KD1305'REFERENCE MARK NO. 2 IS 1.0 FOOT WEST OF A WOVEN WIRE FENCE,
 KD1305'48.0 FEET SOUTH OF THE CENTER OF A BOARD GATE AND 19.0 FEET WEST
 KD1305'OF THE CENTER OF A GRADED DIRT ROAD.  IT IS SET FLUSH WITH THE
 KD1305'GROUND AND IS STAMPED HAW NO 2 1948.
 KD1305'
 KD1305'THE AZIMUTH MARK IS 0.8 OF A FOOT WEST OF A FENCE, 2.0 FEET NORTH
 KD1305'OF A WITNESS POST AND 22.0 FEET EAST OF THE CENTER OF A GRADED
 KD1305'DIRT ROAD.  IT PROJECTS 6 INCHES AND IS STAMPED HAW 1948.
 KD1305'
 KD1305'TO REACH THE STATION FROM THE COURTHOUSE IN GALLATIN, GO SOUTH ON
 KD1305'STATE HIGHWAY NO. 13 FOR 6.3 MILES TO JUNCTION WITH DAVIESS
 KD1305'COUNTY ROUTE H.  HERE TURN LEFT ON DAVIESS COUNTY ROUTE H FOR 4.2
 KD1305'MILES TO A T-ROAD, TURN LEFT AND GO 1.0 MILE TO A CROSSROAD, HERE
 KD1305'TURN LEFT FOR 0.25 MILE TO A T-ROAD, HERE TURN RIGHT AND GO 0.45
 KD1305'MILE TO A HOUSE ON THE RIGHT AND STATION ON THE LEFT AS
 KD1305'DESCRIBED.
 KD1305'
 KD1305'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.45 MILE
 KD1305'TO A T-ROAD, HERE TURN LEFT AND GO 0.25 MILE TO A CROSSROAD, TURN
 KD1305'RIGHT AND GO 0.35 MILE AND AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KD1305'
 KD1305'AN 87 FOOT SIGNAL AT STATION GALLATIN IS VISIBLE AT 4 FEET.
 KD1305'
 KD1305'AN 87 FOOT SIGNAL AT STATION JAMESPORT IS VISIBLE AT 4 FEET.
 KD1305
 KD1305                          STATION RECOVERY (1966)
 KD1305
 KD1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1305'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 KD1305'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 KD1305'WAS FOUND DISPLACED.  THE LOCATION AND TO REACH THE STATION WAS
 KD1305'ADEQUATE FOR RECOVERY.
 KD1305'
 KD1305'REFERENCE MARK NO. 3 WAS SET.
 KD1305'
 KD1305'FOLLOWING ARE NEW NOTES FOR ALL MARKS.
 KD1305'
 KD1305'STATION MARK, A STANDARD DISK STAMPED HAW 1948, IS SET IN THE TOP
 KD1305'OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KD1305'GROUND.  IT IS 80 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 KD1305'A HOUSE ON THE EAST SIDE OF ROAD, 37 FEET WEST OF THE CENTER OF A
 KD1305'GRAVELED ROAD, 24 FEET SOUTH OF THE SOUTH END OF A CATTLE GUARD,
 KD1305'AND 14.5 FEET WEST OF A METAL WITNESS POST SET IN A NORTH-SOUTH
 KD1305'FENCELINE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 KD1305'
 KD1305'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HAW NO 1 1948, IS
 KD1305'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KD1305'SURFACE OF THE GROUND.  IT IS 21 FEET EAST OF THE CENTER OF THE
 KD1305'GRAVELED ROAD, 13.5 FEET SOUTH OF A YARD GATE, AND 1 FOOT WEST OF
 KD1305'THE YARD FENCE.
 KD1305'
 KD1305'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HAW NO 3 1948, IS
 KD1305'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KD1305'SURFACE OF THE GROUND.  IT IS 48 FEET SOUTH OF A FENCE CORNER, 22
 KD1305'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, AND 1 FOOT WEST OF A
 KD1305'FENCE.
 KD1305'
 KD1305'AZIMUTH MARK, A STANDARD DISK STAMPED HAW 1948, IS SET IN THE TOP
 KD1305'OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 22 FEET
 KD1305'EAST OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET NORTH OF A METAL
 KD1305'WITNESS POST, AND 1 FOOT WEST OF A FENCE.
 KD1305
 KD1305                          STATION RECOVERY (1973)
 KD1305
 KD1305'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1973
 KD1305'HAW 1948- PERFECT.
 KD1305'
 KD1305'HAW 1948- MONU. FOUND LEANING PLUS OR - 10 DEG FARMER SAID
 KD1305'GRADER HIT IT.
 KD1305'
 KD1305'MARKS ARE ACCESSIBLE.
 KD1305'
 KD1305'AZ ARROW POINTING PLUS OR - 90 DEG OFF.
 KD1305'
 KD1305'AZ CUT TO BRECKENRIDGE MUN. WATER TANK NOT VISIBLE.
 KD1305'
 KD1305'NEW LANDOWNER IS MR. JACK.
 KD1305'
 KD1305'THERE IS A WITNESS POST.
 KD1305'
 KD1305'WITNESS POST SET 14.5 FEET E. OF BENCH MARK.
 KD1305'
 KD1305'WITNESS POST SET 1.5 FEET S. OF AZ MARK.
 KD1305
 KD1305                          STATION RECOVERY (1973)
 KD1305
 KD1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KD1305'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND
 KD1305'FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  THE AZIMUTH
 KD1305'MARK WAS FOUND TILTED OUT OF POSITION.  THE DISTANCE AND
 KD1305'DIRECTION TO REFERENCE MARK 1 COMPARED GOOD WITH THE 1966 DATA.
 KD1305'THE DISTANCE TO REFERENCE MARK 3 MISSED THE PREVIOUS DISTANCE
 KD1305'0.09 FOOT AND THE ANGLE FROM THE COURTHOUSE DOME TO THE
 KD1305'REFERENCE MARK MISSED THE PREVIOUS DATA 6 MINUTES AND 33
 KD1305'SECONDS.
 KD1305'
 KD1305'A NEW AZIMUTH MARK WAS ESTABLISHED THIS DATE.
 KD1305'
 KD1305'THE DESCRIPTION OF THE ROUTE TO REACH THE STATION IS ADEQUATE
 KD1305'FOR RECOVERY.  STATION ON PROPERTY OWNED BY MR. JACK YOUNG OF
 KD1305'GALLATIN.
 KD1305'
 KD1305'FOLLOWING IS A DESCRIPTION FOR THE AZIMUTH MARK.
 KD1305'
 KD1305'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAW 1948 1973, SET IN
 KD1305'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 KD1305'INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET EAST OF THE
 KD1305'CENTER OF A GRAVELED ROAD, 2.5 FEET NORTH OF THE NORTH END FENCE
 KD1305'POST BRACE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 KD1305'
 KD1305'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 KD1305'GRAVELED ROAD FOR 0.45 MILE TO A T-ROAD.  TURN LEFT AND GO EAST
 KD1305'ON A GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN
 KD1305'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO THE GILLIAN
 KD1305'FARM HOME ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 KD1305'
 KD1305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 KD1305'SOUTHEAST OF GALLATIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2544 ***********************************************************************
 JD2544  DESIGNATION -  HAW
 JD2544  PID         -  JD2544
 JD2544  STATE/COUNTY-  MO/MILLER
 JD2544  USGS QUAD   -  TUSCUMBIA (1987)
 JD2544
 JD2544                         *CURRENT SURVEY CONTROL
 JD2544  ___________________________________________________________________
 JD2544* NAD 83(1997)-  38 10 43.84425(N)    092 24 02.21439(W)     ADJUSTED  
 JD2544* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 JD2544  ___________________________________________________________________
 JD2544  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 JD2544  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JD2544
 JD2544  HORZ ORDER  -  SECOND
 JD2544
 JD2544.The horizontal coordinates were established by classical geodetic methods
 JD2544.and adjusted by the National Geodetic Survey in February 2000..
 JD2544
 JD2544.The orthometric height was scaled from a topographic map.
 JD2544
 JD2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2544
 JD2544.The geoid height was determined by GEOID03.
 JD2544
 JD2544;                    North         East     Units Scale Factor Converg.
 JD2544;SPC MO C     -   260,287.110   508,707.398   MT  0.99993427   +0 03 41.2
 JD2544;UTM  15      - 4,225,828.349   552,496.561   MT  0.99963394   +0 22 13.8
 JD2544
 JD2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2544!SPC MO C     -   0.99995805  x   0.99993427  =   0.99989232
 JD2544!UTM  15      -   0.99995805  x   0.99963394  =   0.99959200
 JD2544
 JD2544|---------------------------------------------------------------------|
 JD2544| PID    Reference Object                     Distance      Geod. Az  |
 JD2544|                                                           dddmmss.s |
 JD2544| CN6380 HAW RM 1                             32.428 METERS 01358     |
 JD2544| JD2539 BRUMLEY                             APPROX.11.0 KM 1900445.9 |
 JD2544| CN6381 HAW RM 2                             25.354 METERS 27541     |
 JD2544| JD2543 9 J                                 314.271 METERS 28222     |
 JD2544|---------------------------------------------------------------------|
 JD2544
 JD2544                          SUPERSEDED SURVEY CONTROL
 JD2544
 JD2544  NAD 83(1986)-  38 10 43.85705(N)    092 24 02.21495(W) AD(       ) 2
 JD2544  NAD 27      -  38 10 43.73100(N)    092 24 01.57200(W) AD(       ) 2
 JD2544
 JD2544.Superseded values are not recommended for survey control.
 JD2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2544.See file dsdata.txt to determine how the superseded data were derived.
 JD2544
 JD2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5249725828(NAD 83)
 JD2544_MARKER: DS = TRIANGULATION STATION DISK
 JD2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2544
 JD2544  HISTORY     - Date     Condition        Report By
 JD2544  HISTORY     - 1947     MONUMENTED       CGS
 JD2544
 JD2544                          STATION DESCRIPTION
 JD2544
 JD2544'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2544'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF IBERIA,
 JD2544'ABOUT 5 MILES SOUTHEAST OF TUSCUMBIA, AND ABOUT 0.15 MILE EAST
 JD2544'OF THE JUNCTION OF STATE HIGHWAY 17 AND COUNTY ROUTE C.  IT IS
 JD2544'52 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 17, 33 FEET EAST OF A
 JD2544'FENCE CORNER, AND 16 FEET WEST OF A TRIANGLE BLAZED, 10 INCH
 JD2544'OAK TREE.  THE DISK IS STAMPED HAW 1947 AND PROJECTS 4 INCHES.
 JD2544'
 JD2544'REFERENCE MARK NO. 1 IS 106.39 FEET NORTH OF THE STATION, 48
 JD2544'FEET NORTH OF THE CENTERLINE OF HIGHWAY 17, 28 FEET EAST OF A
 JD2544'FENCE CORNER, AND 1 FOOT SOUTH OF A FENCE.  THE DISK IS STAMPED
 JD2544'HAW NO 1 1947 AND PROJECTS 6 INCHES.
 JD2544'
 JD2544'REFERENCE MARK NO. 2 IS 83.19 FEET WEST OF THE STATION, 42
 JD2544'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 17, 51 FEET WEST OF A
 JD2544'FENCE CORNER, AND 6 INCHES SOUTH OF A FENCE.  THE DISK IS STAMPED
 JD2544'HAW NO 2 1947 AND PROJECTS 6 INCHES.
 JD2544'
 JD2544'BM 9J 1932 (USGS) WAS USED AS THE AZIMUTH MARK.  IT IS 120 FEET
 JD2544'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 17 AND COUNTY
 JD2544'ROUTE C, AND 17 FEET NORTHWEST OF THE CENTERLINE OF COUNTY
 JD2544'ROUTE C.  IT IS A USGS BENCH MARK DISK SET IN A DRILL HOLE IN
 JD2544'THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.  THE DISK IS
 JD2544'STAMPED 9J 1932.  A TRAVERSE CONNECTION WAS MADE FROM THE
 JD2544'STATION AND THE DISTANCE IS 314.284 METERS OR 1,031.11 FEET.
 JD2544'
 JD2544'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER
 JD2544'THE OSAGE RIVER (JUST EAST OF TUSCUMBIA), GO SOUTHEAST ON STATE
 JD2544'HIGHWAY 17 FOR 4.9 MILES TO THE JUNCTION OF COUNTY ROUTE
 JD2544'C AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE SOUTHEAST ON
 JD2544'HIGHWAY 17 FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JD2544'
 JD2544'OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 JD2544'
 JD2544'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1411 ***********************************************************************
 JC1411  DESIGNATION -  HAWK
 JC1411  PID         -  JC1411
 JC1411  STATE/COUNTY-  MO/LINCOLN
 JC1411  USGS QUAD   -  WARRENTON NE (1973)
 JC1411
 JC1411                         *CURRENT SURVEY CONTROL
 JC1411  ___________________________________________________________________
 JC1411* NAD 83(1997)-  38 58 52.35905(N)    091 06 20.41474(W)     ADJUSTED  
 JC1411* NAVD 88     -       223.0    (meters)     732.     (feet)  VERTCON   
 JC1411  ___________________________________________________________________
 JC1411  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 JC1411  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JC1411
 JC1411  HORZ ORDER  -  SECOND
 JC1411
 JC1411.The horizontal coordinates were established by classical geodetic methods
 JC1411.and adjusted by the National Geodetic Survey in February 2000..
 JC1411
 JC1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1411
 JC1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1411
 JC1411.The geoid height was determined by GEOID03.
 JC1411
 JC1411;                    North         East     Units Scale Factor Converg.
 JC1411;SPC MO E     -   349,519.536   197,522.339   MT  0.99996723   -0 22 51.7
 JC1411;UTM  15      - 4,316,398.207   664,082.968   MT  0.99993153   +1 11 30.9
 JC1411
 JC1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1411!SPC MO E     -   0.99997004  x   0.99996723  =   0.99993727
 JC1411!UTM  15      -   0.99997004  x   0.99993153  =   0.99990157
 JC1411
 JC1411|---------------------------------------------------------------------|
 JC1411| PID    Reference Object                     Distance      Geod. Az  |
 JC1411|                                                           dddmmss.s |
 JC1411| CN6382 HAWK RM 1                            26.548 METERS 03511     |
 JC1411| CN6383 HAWK RM 2                            15.094 METERS 08858     |
 JC1411| JC1415 WRIGHT CITY BEL TEL MICROWAVE       APPROX.17.7 KM 1623541.2 |
 JC1411|---------------------------------------------------------------------|
 JC1411
 JC1411                          SUPERSEDED SURVEY CONTROL
 JC1411
 JC1411  NAD 83(1997)-  38 58 52.36433(N)    091 06 20.41295(W) AD(       ) 2
 JC1411  NAD 83(1986)-  38 58 52.37886(N)    091 06 20.41258(W) AD(       ) 2
 JC1411  NAD 27      -  38 58 52.21687(N)    091 06 19.88619(W) AD(       ) 2
 JC1411  NGVD 29 (07/19/86)  223.0    (m)          732.     (f) VERT ANG       
 JC1411
 JC1411.Superseded values are not recommended for survey control.
 JC1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1411.See file dsdata.txt to determine how the superseded data were derived.
 JC1411
 JC1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD6408316398(NAD 83)
 JC1411_MARKER: DD = SURVEY DISK
 JC1411_SETTING: 0 = UNSPECIFIED SETTING
 JC1411
 JC1411  HISTORY     - Date     Condition        Report By
 JC1411  HISTORY     - 1970     MONUMENTED       USGS
 JC1411
 JC1411                          STATION DESCRIPTION
 JC1411
 JC1411'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1411'THE STATION IS LOCATED 1.4 MI E. AND 0.5 MI N. OF HAWK POINT,
 JC1411'NEAR THE W. SIXTEENTH COR. BETWEEN SECS. 26 AND 35, T. 49 N., R. 2
 JC1411'W., ON LAND BELONGING TO MR. NORMAN SHAW AND NEAR THE NE. COR. OF
 JC1411'HIS FARMYARD.
 JC1411'
 JC1411'TO REACH THE STATION FROM THE JCT. OF STATE HWY. 47, CO. HWY. A
 JC1411'AND CO. HWY. D IN HAWK POINT, DRIVE E. ON STATE HWY. 47 FOR 1.4 MI
 JC1411'TO JCT. OF A GRAVEL RD. LEADING N., TURN LEFT AND DRIVE N. ON
 JC1411'GRAVEL RD. FOR 0.5 MI TO MR. SHAWS RESIDENCE ON THE LEFT AND
 JC1411'STATION.
 JC1411'
 JC1411'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HAWK
 JC1411'1969 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN
 JC1411'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION MARK IS 5
 JC1411'IN. BELOW GROUND, REFERENCE MARKS ARE FLUSH WITH GROUND.
 JC1411'
 JC1411'STATION MARK IS 31 FT W. OF CENTER OF N.-S. GRAVEL RD., 122 FT
 JC1411'S.-SW. OF CENTER OF RD. AT A FENCE E., 22 FT N. OF CENTER OF A
 JC1411'DRIVE W., 11.5 FT W. AND 6.7 FT S. OF A FENCE COR.
 JC1411'
 JC1411'REFERENCE MARK 1 IS 87.10 FT (26.548 M.) NE. OF STATION, 20 FT
 JC1411'E. OF CENTER OF THE RD., 47 FT S. OF COR. OF T-FENCE E. AND 1 FT
 JC1411'S. OF A METAL WITNESS POST.
 JC1411'
 JC1411'REFERENCE MARK 2 IS 49.52 FT (15.094 M.) E. OF STATION AND 19 FT
 JC1411'E. OF CENTER OF THE RD.
 JC1411'
 JC1411'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 70.34
 JC1411'FT. (21.440 M.)
 JC1411'
 JC1411'ANGLES WERE OBSERVED TO A BELL TELEPHONE CO. MICROWAVE TOWER,
 JC1411'LOCATED ABOUT 6.5 MI S.-SE. FOR USE AS AN AZIMUTH MARK.  THE RED
 JC1411'LIGHT AT TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1096 ***********************************************************************
 HD1096  DESIGNATION -  HAWKEYE
 HD1096  PID         -  HD1096
 HD1096  STATE/COUNTY-  MO/PULASKI
 HD1096  USGS QUAD   -  CONNS CREEK (1976)
 HD1096
 HD1096                         *CURRENT SURVEY CONTROL
 HD1096  ___________________________________________________________________
 HD1096* NAD 83(1997)-  37 59 33.84102(N)    092 23 04.80824(W)     ADJUSTED  
 HD1096* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 HD1096  ___________________________________________________________________
 HD1096  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 HD1096  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HD1096
 HD1096  HORZ ORDER  -  FIRST
 HD1096
 HD1096.The horizontal coordinates were established by classical geodetic methods
 HD1096.and adjusted by the National Geodetic Survey in February 2000..
 HD1096
 HD1096.The orthometric height was scaled from a topographic map.
 HD1096
 HD1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1096
 HD1096.The geoid height was determined by GEOID03.
 HD1096
 HD1096;                    North         East     Units Scale Factor Converg.
 HD1096;SPC MO C     -   239,632.016   510,130.135   MT  0.99993460   +0 04 15.6
 HD1096;UTM  15      - 4,205,187.396   554,030.006   MT  0.99963595   +0 22 43.6
 HD1096
 HD1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1096!SPC MO C     -   0.99994888  x   0.99993460  =   0.99988348
 HD1096!UTM  15      -   0.99994888  x   0.99963595  =   0.99958485
 HD1096
 HD1096:                Primary Azimuth Mark                     Grid Az
 HD1096:SPC MO C     -  HAWKEYE AZ MK                            105 49 54.3
 HD1096:UTM  15      -  HAWKEYE AZ MK                            105 31 26.3
 HD1096
 HD1096|---------------------------------------------------------------------|
 HD1096| PID    Reference Object                     Distance      Geod. Az  |
 HD1096|                                                           dddmmss.s |
 HD1096| CN6384 HAWKEYE AZ MK                                      1055409.9 |
 HD1096| CN6385 HAWKEYE RM 1                         21.168 METERS 17439     |
 HD1096| CN6386 HAWKEYE RM 2                         18.592 METERS 25255     |
 HD1096|---------------------------------------------------------------------|
 HD1096
 HD1096                          SUPERSEDED SURVEY CONTROL
 HD1096
 HD1096  NAD 83(1986)-  37 59 33.85393(N)    092 23 04.80774(W) AD(       ) 1
 HD1096  NAD 27      -  37 59 33.72300(N)    092 23 04.17600(W) AD(       ) 1
 HD1096
 HD1096.Superseded values are not recommended for survey control.
 HD1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1096.See file dsdata.txt to determine how the superseded data were derived.
 HD1096
 HD1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5403005187(NAD 83)
 HD1096_MARKER: DS = TRIANGULATION STATION DISK
 HD1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1096
 HD1096  HISTORY     - Date     Condition        Report By
 HD1096  HISTORY     - 1947     MONUMENTED       CGS
 HD1096
 HD1096                          STATION DESCRIPTION
 HD1096
 HD1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HD1096'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF RICHLAND, ABOUT
 HD1096'7-1/2 MILES NORTHWEST OF CROCKER, JUST WEST OF THE HAWKEYE POST
 HD1096'OFFICE.  IT IS 99 FEET WEST OF THE NORTHWEST CORNER OF A LARGE
 HD1096'WHITE HOUSE, 65 FEET WEST OF A TRACK ROAD, 20 FEET SOUTHEAST OF
 HD1096'AN 18 INCH OAK TREE, AND 9 FEET NORTHEAST OF A WITNESS POST.  THE
 HD1096'DISK IS STAMPED HAWKEYE 1947 AND PROJECTS 6 INCHES.
 HD1096'
 HD1096'REFERENCE MARK NO. 1 IS 69.44 FEET SOUTHEAST OF THE STATION.  THE
 HD1096'DISK IS STAMPED HAWKEYE NO 1 1947 AND PROJECTS 6 INCHES.
 HD1096'
 HD1096'REFERENCE MARK NO. 2 IS 60.99 FEET SOUTHWEST OF THE STATION.  THE
 HD1096'DISK IS STAMPED HAWKEYE NO 2 1947 AND PROJECTS 6 INCHES.
 HD1096'
 HD1096'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE EAST OF THE STATION,
 HD1096'42 FEET SOUTH OF THE CENTERLINE OF A ROAD, 21 FEET SOUTH OF A
 HD1096'FENCE, AND 2 FEET WEST OF A WITNESS POST.  THE DISK IS STAMPED
 HD1096'HAWKEYE 1947 AND PROJECTS 6 INCHES.  (NOTE- WORK IS NOW UNDERWAY
 HD1096'TO WIDEN THE ROAD.  DISTANCES TO THE ROAD AND FENCE WILL
 HD1096'PROBABLY BE CHANGED).
 HD1096'
 HD1096'TO REACH THE STATION FROM THE POST OFFICE IN CROCKER, GO SOUTH
 HD1096'ON STATE HIGHWAY 17 FOR 1.45 MILES, THENCE RIGHT ON HIGHWAY 133
 HD1096'FOR 4.0 MILES TO THE VILLAGE OF SWEDEBORG.  CONTINUE FOR 2.25
 HD1096'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW THE MAIN
 HD1096'TRAVELLED ROAD FOR 6.0 MILES TO A T ROAD.  TURN LEFT AND GO 0.1
 HD1096'MILE TO A FORKS.  TAKE THE LEFT FORK, AND GO 1.3 MILES TO THE
 HD1096'AZIMUTH MARK ON THE LEFT.  (THIS IS 0.1 MILE PAST THE OLD
 HD1096'HAWKEYE POST OFFICE) CONTINUE WEST FOR 0.4 MILE TO THE HAWKEYE
 HD1096'POST OFFICE ON THE LEFT AND THE STATION AS DESCRIBED.
 HD1096'
 HD1096'OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 HD1096'
 HD1096'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1189 ***********************************************************************
 KD1189  DESIGNATION -  HAWKINS
 KD1189  PID         -  KD1189
 KD1189  STATE/COUNTY-  MO/SALINE
 KD1189  USGS QUAD   -  MIAMI (1979)
 KD1189
 KD1189                         *CURRENT SURVEY CONTROL
 KD1189  ___________________________________________________________________
 KD1189* NAD 83(1997)-  39 21 16.51035(N)    093 10 05.20418(W)     ADJUSTED  
 KD1189* NAVD 88     -       239.19   (+/-2cm)     784.7    (feet)  VERTCON   
 KD1189  ___________________________________________________________________
 KD1189  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 KD1189  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KD1189
 KD1189  HORZ ORDER  -  SECOND
 KD1189  VERT ORDER  -  THIRD ? (See Below)
 KD1189
 KD1189.The horizontal coordinates were established by classical geodetic methods
 KD1189.and adjusted by the National Geodetic Survey in February 2000..
 KD1189
 KD1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1189.The vertical order pertains to the NGVD 29 superseded value.
 KD1189
 KD1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1189
 KD1189.The geoid height was determined by GEOID03.
 KD1189
 KD1189;                    North         East     Units Scale Factor Converg.
 KD1189;SPC MO C     -   391,006.825   442,417.399   MT  0.99997414   -0 25 25.2
 KD1189;UTM  15      - 4,356,140.070   485,515.796   MT  0.99960258   -0 06 23.8
 KD1189
 KD1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1189!SPC MO C     -   0.99996757  x   0.99997414  =   0.99994172
 KD1189!UTM  15      -   0.99996757  x   0.99960258  =   0.99957017
 KD1189
 KD1189                          SUPERSEDED SURVEY CONTROL
 KD1189
 KD1189  NAD 83(1997)-  39 21 16.51374(N)    093 10 05.20794(W) AD(       ) 2
 KD1189  NAD 83(1986)-  39 21 16.51456(N)    093 10 05.20729(W) AD(       ) 2
 KD1189  NAD 27      -  39 21 16.42490(N)    093 10 04.48240(W) AD(       ) 2
 KD1189  NGVD 29 (07/19/86)  239.17   (m)          784.7    (f) LEVELING    3  
 KD1189
 KD1189.Superseded values are not recommended for survey control.
 KD1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1189.See file dsdata.txt to determine how the superseded data were derived.
 KD1189
 KD1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8551656140(NAD 83)
 KD1189_MARKER: DD = SURVEY DISK
 KD1189_SETTING: 0 = UNSPECIFIED SETTING
 KD1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1189
 KD1189  HISTORY     - Date     Condition        Report By
 KD1189  HISTORY     - 1887     MONUMENTED       MORC
 KD1189  HISTORY     - 1928     GOOD             CGS
 KD1189  HISTORY     - 1935     GOOD             CGS
 KD1189
 KD1189                          STATION DESCRIPTION
 KD1189
 KD1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 KD1189'ABOUT 4 MILES E AND 2 MILES N OF MIAMI, ABOUT 1/4 MILE N OF
 KD1189'SECTION LINE, IN SE 1/4 NE 1/4 SEC. 26, T 53 N, R 21 W, ON LAND
 KD1189'OF WALTER HAWKINS, ON KNOLL IN PASTURE, ABOUT 33 METERS (108 FEET)
 KD1189'N OF LARGE MAPLE, ABOUT MIDWAY BETWEEN 2 CEDAR TREES WHICH ARE
 KD1189'ABOUT 12 FEET APART, ABOUT 100 METERS (328 FEET) SW OF MR.
 KD1189'HAWKINS HOUSE, ABOUT 125 METERS (410 FEET) S OF HAWKINS BARN,
 KD1189'ON FIRT LINE OF BLUFFS OVERLOOKING THE MISSOURI RIVER, ABOUT 12
 KD1189'METERS (39 FEET) W OF N-S FENCE LINE, AND 30 METERS (98 FEET)
 KD1189'N OF E-W FENCE LINE.  MARKED BY MISSOURI RIVER COMMISSION
 KD1189'DISK IN TOP OF IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE
 KD1189'SURFACE OF GROUND.
 KD1189
 KD1189                          STATION RECOVERY (1935)
 KD1189
 KD1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1189'STATION WAS FOUND IN GOOD CONDITION ON LAND DESCRIBED, NOW
 KD1189'OWNED AND FARMED BY OSCAR WILLIS.  STATION IS NEAR MR. WILLIS
 KD1189'HOUSE WHICH IS ABOUT 0.2 MILE N OF ROAD AND ON W SIDE OF GULLY
 KD1189'DRAINING S.  DESCRIPTION SHOULD READ- LOCATED MIDWAY BETWEEN
 KD1189'2 CEDAR TREES 9 FEET APART, 378 FEET SW OF HOUSE, 322 FEET S OF
 KD1189'MR. WILLIS BARN, 219 FEET S OF FENCE ON S SIDE OF BARN LOT,
 KD1189'245 FEET SSW OF 42-INCH WHITE ELM, 118 FEET N OF 36-INCH MAPLE
 KD1189'TREE, 99 FEET N OF FENCE, 38 FEET W OF N-S FENCE AND 5-1/2
 KD1189'FEET E OF ANOTHER N-S FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1741 ***********************************************************************
 GD1741  DESIGNATION -  HAYTI
 GD1741  PID         -  GD1741
 GD1741  STATE/COUNTY-  MO/PEMISCOT
 GD1741  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1741
 GD1741                         *CURRENT SURVEY CONTROL
 GD1741  ___________________________________________________________________
 GD1741* NAD 83(1997)-  36 13 44.61602(N)    089 44 53.26237(W)     ADJUSTED  
 GD1741* NAVD 88     -        81.2    (meters)     266.     (feet)  GPS OBS   
 GD1741  ___________________________________________________________________
 GD1741  X           -      22,643.929 (meters)                     COMP
 GD1741  Y           -  -5,151,010.988 (meters)                     COMP
 GD1741  Z           -   3,748,755.586 (meters)                     COMP
 GD1741  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GD1741  ELLIP HEIGHT-          52.86  (meters)          (02/17/00) GPS OBS
 GD1741  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GD1741
 GD1741  HORZ ORDER  -  FIRST
 GD1741  ELLP ORDER  -  FOURTH    CLASS I
 GD1741
 GD1741.The horizontal coordinates were established by classical geodetic methods
 GD1741.and adjusted by the National Geodetic Survey in February 2000..
 GD1741
 GD1741.The orthometric height was determined by GPS observations and a
 GD1741.high-resolution geoid model.
 GD1741
 GD1741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1741
 GD1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1741
 GD1741.The ellipsoidal height was determined by GPS observations
 GD1741.and is referenced to NAD 83.
 GD1741
 GD1741.The geoid height was determined by GEOID03.
 GD1741
 GD1741;                    North         East     Units Scale Factor Converg.
 GD1741;SPC MO E     -    44,168.854   317,591.011   MT  0.99998960   +0 26 39.8
 GD1741;SPC TN       -   216,782.754   263,126.676   MT  0.99997210   -2 11 39.5
 GD1741;SPC TN       -   711,228.09    863,274.77   sFT  0.99997210   -2 11 39.5
 GD1741;UTM  16      - 4,012,857.400   253,007.171   MT  1.00035173   -1 37 30.0
 GD1741
 GD1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1741!SPC MO E     -   0.99999170  x   0.99998960  =   0.99998130
 GD1741!SPC TN       -   0.99999170  x   0.99997210  =   0.99996380
 GD1741!UTM  16      -   0.99999170  x   1.00035173  =   1.00034343
 GD1741
 GD1741|---------------------------------------------------------------------|
 GD1741| PID    Reference Object                     Distance      Geod. Az  |
 GD1741|                                                           dddmmss.s |
 GD1741| GD2028 HAYTI RM 1                           34.199 METERS 00319     |
 GD1741| GD2031 HAYTI AZ MK 2                                      0042437.1 |
 GD1741| GD1734 CARUTHERSVILLE RADIO KCRV MAST      APPROX. 5.5 KM 1084538.2 |
 GD1741| GD1733 CARUTHERSVILLE MUNICIPAL TANK       APPROX. 8.8 KM 1235405.8 |
 GD1741| GD1735 CARUTHERSVILLE SE MO COMP TANK      APPROX.10.1 KM 1242940.1 |
 GD1741| GD2030 HAYTI AZ MK                                        2301315.3 |
 GD1741| GD2029 HAYTI RM 2                           27.395 METERS 26146     |
 GD1741| GD1753 HAYTI SE MO COMPRESS CO TANK        APPROX. 0.7 KM 3122807.1 |
 GD1741| GD1739 HAYTI N MUNICIPAL TANK              APPROX. 0.9 KM 3502958.4 |
 GD1741|---------------------------------------------------------------------|
 GD1741
 GD1741                          SUPERSEDED SURVEY CONTROL
 GD1741
 GD1741  NAD 83(1997)-  36 13 44.61643(N)    089 44 53.26240(W) AD(       ) 1
 GD1741  NAD 83(1997)-  36 13 44.61665(N)    089 44 53.26252(W) AD(       ) 1
 GD1741  NAD 83(1997)-  36 13 44.62258(N)    089 44 53.26048(W) AD(       ) 1
 GD1741  NAD 83(1997)-  36 13 44.62189(N)    089 44 53.26156(W) AD(       ) 1
 GD1741  NAD 83(1986)-  36 13 44.62779(N)    089 44 53.26143(W) AD(       ) 1
 GD1741  NAD 27      -  36 13 44.38320(N)    089 44 52.96360(W) AD(       ) 1
 GD1741  NGVD 29 (07/19/86)   81.25   (m)          266.6    (f) LEVELING    3  
 GD1741
 GD1741.Superseded values are not recommended for survey control.
 GD1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1741.See file dsdata.txt to determine how the superseded data were derived.
 GD1741
 GD1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5300712857(NAD 83)
 GD1741_MARKER: DS = TRIANGULATION STATION DISK
 GD1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1741_SP_SET: CONCRETE POST
 GD1741_STAMPING: HAYTI 1953
 GD1741_MARK LOGO: CGS   
 GD1741_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1741+STABILITY: SURFACE MOTION
 GD1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1741+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 GD1741
 GD1741  HISTORY     - Date     Condition        Report By
 GD1741  HISTORY     - 1953     MONUMENTED       CGS
 GD1741  HISTORY     - 1953     GOOD             CGS
 GD1741  HISTORY     - 1970     GOOD             NGS
 GD1741  HISTORY     - 1985     GOOD             LOCSUR
 GD1741  HISTORY     - 19910312 GOOD             NGS
 GD1741  HISTORY     - 20040211 GOOD             USACE
 GD1741
 GD1741                          STATION DESCRIPTION
 GD1741
 GD1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1741'THE STATION IS LOCATED ON CITY OWNED PROPERTY NEAR THE SOUTH
 GD1741'MUNICIPAL WATER TANK IN HAYTI.  IT IS IN THE SOUTHWEST ANGLE OF THE
 GD1741'INTERSECTION OF E. MC KINLEY STREET AND S. FOURTH STREET, 90.5 FEET
 GD1741'SOUTH OF THE CENTER OF E. MCKINLEY STREET, 78.0 FEET EAST OF THE
 GD1741'MUNICIPAL WATER TANK, 49.0 FEET WEST OF THE CENTER OF S.
 GD1741'FOURTH STREET AND 43.0 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 GD1741'HOUSE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GD1741'STAMPED HAYTI 1953.
 GD1741'
 GD1741'REFERENCE MARK NO. 1 IS 45.0 FEET WEST OF THE CENTER OF S. FOURTH
 GD1741'STREET, 22.0 FEET NORTH OF THE CENTER OF E. MC KINLEY STREET AND
 GD1741'18.5 FEET WEST OF A SYCAMORE TREE.  IT PROJECTS 2 INCHES AND IS
 GD1741'STAMPED HAYTI NO 1 1953.
 GD1741'
 GD1741'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GD1741'THE FOOTING OF THE SOUTHWEST LEG OF THE MUNICIPAL WATER TANK.  IT IS
 GD1741'SET FLUSH WITH THE SURFACE OF THE FOOTING AND IS STAMPED HAYTI NO 2
 GD1741'1953.
 GD1741'
 GD1741'THE AZIMUTH MARK IS 41.0 FEET NORTHWEST OF THE CENTER OF THE
 GD1741'INTERSECTION OF E. PEACH STREET AND S. SECOND STREET, 4.0 FEET
 GD1741'SOUTHWEST OF A WITNESS POST AND 3.5 FEET NORTHWEST OF A LIGHT POLE.
 GD1741'IT PROJECTS 4 INCHES AND IS STAMPED HAYTI 1953.
 GD1741'
 GD1741'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 GD1741'HAYTI, GO SOUTH ON S. FOURTH STREET FOR TWO BLOCKS TO THE MUNICIPAL
 GD1741'WATER TANK ON THE RIGHT AND THE STATION AS DESCRIBED.
 GD1741'
 GD1741'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON S. FOURTH
 GD1741'STREET FOR ONE BLOCK TO E. PEACH STREET, TURN RIGHT AND GO WEST ON
 GD1741'E.  PEACH STREET FOR TWO BLOCKS TO S. SECOND STREET AND THE MARK AS
 GD1741'DESCRIBED.
 GD1741'
 GD1741'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1741
 GD1741                          STATION RECOVERY (1953)
 GD1741
 GD1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GD1741'RECOVERED IN GOOD CONDITION.
 GD1741
 GD1741                          STATION RECOVERY (1970)
 GD1741
 GD1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1741'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 GD1741'THE AZIMUTH MARK WERE ALL RECOVERED IN APPARENT GOOD CONDITION.
 GD1741'HOWEVER, THE ORIGINAL AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 GD1741'GROUND AND IT IS DOUBTFULL THAT IT WILL AGAIN SEE FROM A STEEL
 GD1741'SIGNAL.  A NEW AZIMUTH MARK NO. 2 WAS ESTABLISHED.  THE STATION
 GD1741'WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED ON ALL MARKS USING
 GD1741'POSITIONED INTERSECTION STATION HAYTI, SE. MISSOURI COMPRESS
 GD1741'CO. WATER TANK 1929 1953 AS THE INITIAL.  IN THE CHECK ON THE
 GD1741'REFERENCE MARK ANGLES AS COMPUTED FROM THE 1953 DATA, A
 GD1741'DISCREPANCY OF PLUS 43.4 INCHES WAS NOTED IN THE ANGLE TO
 GD1741'REFERENCE MARK NO. 1 AND - 01 FOOT 25.2 INCHES FOR REFERENCE MARK
 GD1741'NO. 2.  IN CHECKING THE HORIZONTAL MEASURED
 GD1741'DISTANCE BETWEEN THE STATION
 GD1741'AND THE REFERENCE MARKS, PLUS 0.02 OF A FOOT WAS NOTED IN THE
 GD1741'DISTANCE TO REFERENCE MARK NO. 1 AND PLUS 0.04 OF A FOOT IN THE
 GD1741'DISTANCE TO REFERENCE MARK NO. 2.
 GD1741'
 GD1741'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1741'
 GD1741'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 GD1741'E. MC KINLEY STREET AND S. FOURTH STREET, ON CITY OWNED PROPERTY AND
 GD1741'NEAR THE SITE OF THE HAYTI, SOUTH MUNICIPAL WATER TANK.
 GD1741'
 GD1741'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE PEMISCOT
 GD1741'COUNTY COURTHOUSE SQUARE IN HAYTI, GO SOUTH ON S. THIRD STREET, ONE
 GD1741'WAY, FOR TWO BLOCKS TO E. MC KINLEY STREET.  HERE TURN LEFT ON E.
 GD1741'MC KINLEY STREET AND GO EAST FOR ONE BLOCK TO S. FOURTH STREET AND
 GD1741'THE STATION IN THE SOUTHWEST ANGLE AS DESCRIBED.
 GD1741'
 GD1741'THE STATION IS 97 FEET SOUTH-SOUTHWEST OF A STREET LAMP POLE, 90 FEET
 GD1741'SOUTH OF THE APPROXIMATE CENTER OF E. MC KINLEY STREET, 78 FEET EAST
 GD1741'OF THE APPROXIMATE CENTER OF THE SOUTH MUNICIPAL WATER TANK RISER
 GD1741'PIPE, 49 FEET WEST OF THE APPROXIMATE CENTER OF S. FOURTH STREET,
 GD1741'AND 43 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE.  IT IS A
 GD1741'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 GD1741'CONCRETE MONUMENT AND THE DISK IS STAMPED HAYTI
 GD1741'1953.
 GD1741'
 GD1741'REFERENCE MARK NO. 1 IS 45 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1741'S. FOURTH STREET, 35 FEET EAST OF AN 18-INCH ELM TREE, 22 FEET NORTH
 GD1741'OF THE APPROXIMATE CENTER OF E. MC KINLEY STREET, AND 18 FEET WEST
 GD1741'OF A 20-INCH SYCAMORE TREE.  IT IS A STANDARD DISK SET IN THE TOP OF
 GD1741'A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1741'STAMPED HAYTI NO 1 1953.
 GD1741'
 GD1741'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GD1741'IN THE CONCRETE FOOTING OF THE MOST SOUTHWESTERLY LEG OF THE HAYTI,
 GD1741'SOUTH MUNICIPAL WATER TANK, 38 FEET SOUTHEAST OF DOUBLE UTILITY
 GD1741'POLES NEAR A NORTH-SOUTH FENCE, AND 19 FEET NORTH OF THE SOUTH EDGE
 GD1741'OF THE PROPERTY LINE.  THE DISK IS STAMPED HAYTI NO 2
 GD1741'1953.
 GD1741'
 GD1741'DUE TO THE STANDPIPE BEING IN LINE, THE REFERENCE MARKS COULD NOT
 GD1741'BE MEASURED BETWEEN.
 GD1741'
 GD1741'THE 1953 AZIMUTH MARK IS 55 FEET NORTH OF A FIRE HYDRANT, 41 FEET
 GD1741'NORTHWEST OF THE INTERSECTION OF E. PEACH STREET AND S. SWANLAKE
 GD1741'DRIVE, 26 FEET WEST OF THE APPROXIMATE CENTER OF S. SWANLAKE DRIVE,
 GD1741'3.5 FEET NORTHEAST OF A STREET LIGHT POLE, AND 1.0 FOOT SOUTHEAST
 GD1741'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1741'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 GD1741'AND THE DISK IS STAMPED HAYTI 1953.
 GD1741'
 GD1741'THE 1953 NO 2 1970 AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A
 GD1741'DRILL HOLE IN THE CONCRETE BASE OF A FLAGPOLE IN FRONT OF THE
 GD1741'A. J. MORRIS BUILDING, 121 FEET NORTH OF THE APPROXIMATE CENTER OF
 GD1741'E.  BROADWAY STREET, 26 FEET EAST OF THE APPROXIMATE CENTER OF S.
 GD1741'FOURTH STREET, 12 FEET WEST OF THE WEST EDGE OF THE MORRIS
 GD1741'BUILDING, 8 FEET SOUTH OF A STREET LAMP POLE, AND ABOUT 3 FEET
 GD1741'ABOVE THE STREET LEVEL.  THE DISK IS STAMPED HAYTI 1953 NO 2
 GD1741'1970.
 GD1741'
 GD1741'TO REACH THE 1953 NO 2 1970 AZIMUTH MARK FROM THE STATION, GO NORTH
 GD1741'ON S. FOURTH STREET, ONE WAY, FOR 2-1/2 BLOCKS TO THE J. S. MORRIS
 GD1741'BUILDING ON THE RIGHT AND THE MARK IN FLAGPOLE BASE AS DESCRIBED.
 GD1741'
 GD1741'TO REACH THE 1953 AZIMUTH MARK FROM THE STATION, GO SOUTH ON S.
 GD1741'FOURTH STREET FOR ONE BLOCK TO E. PEACH STREET.  HERE TURN RIGHT AND
 GD1741'GO WEST ON E. PEACH STREET FOR TWO BLOCKS TO S SWANLAKE DRIVE AND
 GD1741'THE MARK ON THE RIGHT NORTHWEST OF THIS INTERSECTION AS DESCRIBED.
 GD1741
 GD1741                          STATION RECOVERY (1985)
 GD1741
 GD1741'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (RLW)
 GD1741'RECOVERED IN GOOD CONDITION.
 GD1741
 GD1741                          STATION RECOVERY (1991)
 GD1741
 GD1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1741'THE STATION IS LOCATED IN THE CENTER OF HAYTI AND AT THE SOUTH
 GD1741'MUNICIPAL WATER TANK.  OWNERSHIP--CITY OF HAYTI, LEONARD PLUNKETT,
 GD1741'CITY WATERWORKS SUPERINTENDENT, 409 SOUTH 3RD STREET, HAYTI, MO
 GD1741'63851, PHONE IS 314-358-0212.
 GD1741'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 412, STATE
 GD1741'HIGHWAY 84, COUNTY ROAD P AND SOUTH 3RD STREET IN THE CENTER OF
 GD1741'HAYTI, GO SOUTH ON SOUTH 3RD STREET FOR 0.51 KM (0.30 MI) TO A CROSS
 GD1741'STREET. TURN LEFT AND GO EAST ON EAST MCKINLEY STREET FOR 0.1 KM
 GD1741'(0.05 MI) TO THE SOUTH MUNICIPAL WATER TANK AND THE STATION ON THE
 GD1741'RIGHT JUST BEFORE REACHING THE JUNCTION OF SOUTH 4TH STREET.  THE
 GD1741'STATION IS IN THE SOUTHEAST PART OF THE LAWN AROUND THE WATER TANK.
 GD1741'THE STATION IS LOCATED 29.6 M (97.1 FT) SOUTH-SOUTHWEST FROM A UTILITY
 GD1741'POLE WITH A STREET LIGHT, 27.5 M (90.2 FT) SOUTH FROM THE CENTER OF
 GD1741'EAST MCKINLEY STREET, 27.4 M (89.9 FT) EAST FROM HAYTI RM 2, 23.8 M
 GD1741'(78.1 FT) EAST FROM THE WATER TANK RISER PIPE, 15.0 M (49.2 FT) WEST
 GD1741'FROM THE CENTER OF SOUTH 4TH STREET, 13.1 M (43.0 FT) NORTH FROM THE
 GD1741'NORTHEAST CORNER OF A WHITE FRAME HOUSE AND 0.6 M (2.0 FT) SOUTH FROM
 GD1741'A WITNESS POST AND IS FLUSH WITH THE GROUND.
 GD1741'DESCRIBED BY E.J. HANSMANN.
 GD1741
 GD1741                          STATION RECOVERY (2004)
 GD1741
 GD1741'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1739 ***********************************************************************
 GD1739  DESIGNATION -  HAYTI N MUNICIPAL TANK
 GD1739  PID         -  GD1739
 GD1739  STATE/COUNTY-  MO/PEMISCOT
 GD1739  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1739
 GD1739                         *CURRENT SURVEY CONTROL
 GD1739  ___________________________________________________________________
 GD1739* NAD 83(1997)-  36 14 14.16529(N)    089 44 59.36657(W)     ADJUSTED  
 GD1739* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 GD1739  ___________________________________________________________________
 GD1739  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 GD1739  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD1739
 GD1739  HORZ ORDER  -  THIRD
 GD1739
 GD1739.The horizontal coordinates were established by classical geodetic methods
 GD1739.and adjusted by the National Geodetic Survey in February 2000..
 GD1739
 GD1739.The orthometric height was scaled from a topographic map.
 GD1739
 GD1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1739
 GD1739.The geoid height was determined by GEOID03.
 GD1739
 GD1739;                    North         East     Units Scale Factor Converg.
 GD1739;SPC MO E     -    45,078.437   317,431.529   MT  0.99998934   +0 26 36.5
 GD1739;SPC TN       -   217,698.699   263,009.240   MT  0.99997310   -2 11 43.1
 GD1739;SPC TN       -   714,233.15    862,889.48   sFT  0.99997310   -2 11 43.1
 GD1739;UTM  16      - 4,013,772.482   252,880.596   MT  1.00035250   -1 37 34.8
 GD1739
 GD1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1739!SPC MO E     -   1.00000445  x   0.99998934  =   0.99999379
 GD1739!SPC TN       -   1.00000445  x   0.99997310  =   0.99997755
 GD1739!UTM  16      -   1.00000445  x   1.00035250  =   1.00035695
 GD1739
 GD1739                          SUPERSEDED SURVEY CONTROL
 GD1739
 GD1739  NAD 83(1997)-  36 14 14.16607(N)    089 44 59.36647(W) AD(       ) 4
 GD1739  NAD 83(1997)-  36 14 14.16579(N)    089 44 59.36620(W) AD(       ) 4
 GD1739  NAD 83(1997)-  36 14 14.17170(N)    089 44 59.36434(W) AD(       ) 4
 GD1739  NAD 83(1997)-  36 14 14.17059(N)    089 44 59.36518(W) AD(       ) 4
 GD1739  NAD 83(1986)-  36 14 14.17657(N)    089 44 59.36536(W) AD(       ) 4
 GD1739  NAD 27      -  36 14 13.93500(N)    089 44 59.06700(W) AD(       ) 3
 GD1739
 GD1739.Superseded values are not recommended for survey control.
 GD1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1739.See file dsdata.txt to determine how the superseded data were derived.
 GD1739
 GD1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5288113772(NAD 83)
 GD1739_MARKER: 53 = ELEVATED TANK
 GD1739
 GD1739  HISTORY     - Date     Condition        Report By
 GD1739  HISTORY     - 1929     FIRST OBSERVED   CGS
 GD1739  HISTORY     - 1953     GOOD             CGS
 GD1739  HISTORY     - 1977     GOOD             NGS
 GD1739
 GD1739                          STATION DESCRIPTION
 GD1739
 GD1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1739'THE STATION IS LOCATED NEAR THE NORTHWEST PART OF THE TOWN OF HAYTI,
 GD1739'100 FEET NORTHEAST OF A RAILROAD TRACK AND 60 FEET NORTHWEST OF THE
 GD1739'NORTHWEST CORNER OF THE WATER PLANT BUILDING.
 GD1739'
 GD1739'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 GD1739'OVERALL HEIGHT IS 120 FEET.  THE POINT OBSERVED UPON WAS THE BALL
 GD1739'AT THE APEX OF THE TANK.
 GD1739'
 GD1739'NOTE - IT IS THE SAME AS HAYTI, LOWER TANK, 1929.
 GD1739
 GD1739                          STATION RECOVERY (1977)
 GD1739
 GD1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1739'THIS STATION HAS A NAME CHANGE, IT IS DESCRIBED AS HAYTI NORTH
 GD1739'MUNICIPAL WATER TANK.
 GD1739'
 GD1739'THE STATION IS THE BALL ATOP THE HAYTI N MUN TANK WHICH IS
 GD1739'LOCATED 0.3 MILE NORTHEAST OF THE CENTER OF HAYTI AND ALONG THE
 GD1739'WEST SIDE OF STATE ROUTE P.  IT IS 175 FEET WEST OF CENTERLINE
 GD1739'OF STATE ROUTE P, 100 FEET NORTHEAST OF THE RAILROAD TRACK AND
 GD1739'60 FEET NORTHWEST OF THE NORTHWEST CORNER OF WATER PLANT
 GD1739'BUILDING.  THE TANK HAS A CYLINDRICAL BODY, CONICAL SHAPED TOP,
 GD1739'HEMISPHERICAL BOTTOM, SUPPORTED BY 4 TRUSS-WORK STEEL LEGS AND
 GD1739'IS ABOUT 120 FEET IN HEIGHT.  IT IS SILVER WITH GREEN TOP IN
 GD1739'COLOR AND HAYTI PAINTED IN BLACK ON THE NORTH AND SOUTH
 GD1739'SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1740 ***********************************************************************
 GD1740  DESIGNATION -  HAYTI S MUNICIPAL TANK
 GD1740  PID         -  GD1740
 GD1740  STATE/COUNTY-  MO/PEMISCOT
 GD1740  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1740
 GD1740                         *CURRENT SURVEY CONTROL
 GD1740  ___________________________________________________________________
 GD1740* NAD 83(1997)-  36 13 44.64095(N)    089 44 54.21972(W)     ADJUSTED  
 GD1740* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GD1740  ___________________________________________________________________
 GD1740  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GD1740  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GD1740
 GD1740  HORZ ORDER  -  THIRD
 GD1740
 GD1740.The horizontal coordinates were established by classical geodetic methods
 GD1740.and adjusted by the National Geodetic Survey in February 2000..
 GD1740
 GD1740.The orthometric height was scaled from a topographic map.
 GD1740
 GD1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1740
 GD1740.The geoid height was determined by GEOID03.
 GD1740
 GD1740;                    North         East     Units Scale Factor Converg.
 GD1740;SPC MO E     -    44,169.437   317,567.098   MT  0.99998956   +0 26 39.2
 GD1740;UTM  16      - 4,012,858.847   252,983.287   MT  1.00035187   -1 37 30.6
 GD1740
 GD1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1740!SPC MO E     -   0.99999174  x   0.99998956  =   0.99998130
 GD1740!UTM  16      -   0.99999174  x   1.00035187  =   1.00034361
 GD1740
 GD1740                          SUPERSEDED SURVEY CONTROL
 GD1740
 GD1740  NAD 83(1997)-  36 13 44.64128(N)    089 44 54.21971(W) AD(       ) 4
 GD1740  NAD 83(1997)-  36 13 44.64136(N)    089 44 54.21959(W) AD(       ) 4
 GD1740  NAD 83(1997)-  36 13 44.64668(N)    089 44 54.21984(W) AD(       ) 4
 GD1740  NAD 83(1997)-  36 13 44.64513(N)    089 44 54.21798(W) AD(       ) 4
 GD1740  NAD 83(1986)-  36 13 44.65226(N)    089 44 54.21821(W) AD(       ) 4
 GD1740  NAD 27      -  36 13 44.41095(N)    089 44 53.91995(W) AD(       ) 3
 GD1740
 GD1740.Superseded values are not recommended for survey control.
 GD1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1740.See file dsdata.txt to determine how the superseded data were derived.
 GD1740
 GD1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5298312859(NAD 83)
 GD1740_MARKER: 53 = ELEVATED TANK
 GD1740
 GD1740  HISTORY     - Date     Condition        Report By
 GD1740  HISTORY     - 1953     FIRST OBSERVED   CGS
 GD1740  HISTORY     - 1977     GOOD             NGS
 GD1740
 GD1740                          STATION DESCRIPTION
 GD1740
 GD1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1740'THE STATION IS LOCATED IN THE SOUTH PART OF THE TOWN OF HAYTI, 130
 GD1740'FEET WEST OF SOUTH 4TH STREET AND 87 FEET SOUTH OF EAST MC KINLEY
 GD1740'STREET.
 GD1740'
 GD1740'IT IS A SIX LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE TANK PROPER
 GD1740'WHICH HAS A DOME SHAPED ROOF.  THE OVERALL HEIGHT IS 130 FEET.  THE
 GD1740'POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 GD1740
 GD1740                          STATION RECOVERY (1977)
 GD1740
 GD1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1740'THIS STATION HAS A NAME CHANGE, IT IS DESCRIBED AS HAYTI SOUTH
 GD1740'MUNICIPAL WATER TANK.
 GD1740'
 GD1740'THE STATION IS THE VENT, TOP CENTER, OF THE HAYTI S MUN TANK
 GD1740'WHICH IS IN THE SOUTH PART OF HAYTI, IN THE SOUTHWEST ANGLE OF
 GD1740'THE INTERSECTION OF SOUTH FOURTH STREET AND MCKINLEY STREET.
 GD1740'THE TANK HAS A CYLINDRICAL BODY, DOME SHAPED TOP, HEMISPHERICAL
 GD1740'BOTTOM, SUPPORTED BY 6 TUBULAR STEEL LEGS AND IS ABOUT 130 FEET
 GD1740'IN HEIGHT.  IT IS SILVER IN COLOR AND HAS HAYTI PAINTED IN
 GD1740'BLACK ON THE EAST AND WEST SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1753 ***********************************************************************
 GD1753  DESIGNATION -  HAYTI SE MO COMPRESS CO TANK
 GD1753  PID         -  GD1753
 GD1753  STATE/COUNTY-  MO/PEMISCOT
 GD1753  USGS QUAD   -  HAYTI HEIGHTS (1978)
 GD1753
 GD1753                         *CURRENT SURVEY CONTROL
 GD1753  ___________________________________________________________________
 GD1753* NAD 83(1997)-  36 13 59.21913(N)    089 45 12.95551(W)     ADJUSTED  
 GD1753* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GD1753  ___________________________________________________________________
 GD1753  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GD1753  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 GD1753
 GD1753  HORZ ORDER  -  THIRD
 GD1753
 GD1753.The horizontal coordinates were established by classical geodetic methods
 GD1753.and adjusted by the National Geodetic Survey in February 2000..
 GD1753
 GD1753.The orthometric height was scaled from a topographic map.
 GD1753
 GD1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1753
 GD1753.The geoid height was determined by GEOID03.
 GD1753
 GD1753;                    North         East     Units Scale Factor Converg.
 GD1753;SPC MO E     -    44,615.149   317,095.772   MT  0.99998878   +0 26 28.3
 GD1753;SPC TN       -   217,251.367   262,652.516   MT  0.99997259   -2 11 51.0
 GD1753;SPC TN       -   712,765.53    861,719.13   sFT  0.99997259   -2 11 51.0
 GD1753;UTM  16      - 4,013,321.457   252,528.197   MT  1.00035465   -1 37 42.2
 GD1753
 GD1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1753!SPC MO E     -   0.99999174  x   0.99998878  =   0.99998052
 GD1753!SPC TN       -   0.99999174  x   0.99997259  =   0.99996433
 GD1753!UTM  16      -   0.99999174  x   1.00035465  =   1.00034639
 GD1753
 GD1753                          SUPERSEDED SURVEY CONTROL
 GD1753
 GD1753  NAD 83(1997)-  36 13 59.21945(N)    089 45 12.95534(W) AD(       ) 4
 GD1753  NAD 83(1997)-  36 13 59.21923(N)    089 45 12.95482(W) AD(       ) 4
 GD1753  NAD 83(1997)-  36 13 59.22527(N)    089 45 12.95318(W) AD(       ) 4
 GD1753  NAD 83(1997)-  36 13 59.22373(N)    089 45 12.95334(W) AD(       ) 4
 GD1753  NAD 83(1986)-  36 13 59.23053(N)    089 45 12.95404(W) AD(       ) 4
 GD1753  NAD 27      -  36 13 58.99200(N)    089 45 12.66100(W) AD(       ) 3
 GD1753
 GD1753.Superseded values are not recommended for survey control.
 GD1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1753.See file dsdata.txt to determine how the superseded data were derived.
 GD1753
 GD1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5252813321(NAD 83)
 GD1753_MARKER: 53 = ELEVATED TANK
 GD1753
 GD1753  HISTORY     - Date     Condition        Report By
 GD1753  HISTORY     - 1953     FIRST OBSERVED   CGS
 GD1753  HISTORY     - 1977     GOOD             NGS
 GD1753
 GD1753                          STATION DESCRIPTION
 GD1753
 GD1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1753'THE STATION IS LOCATED NEAR THE WEST SIDE OF THE TOWN OF HAYTI, 250
 GD1753'FEET SOUTH OF WEST WASHINGTON AVENUE AND 100 FEET WEST OF A RAILROAD
 GD1753'TRACK.
 GD1753'
 GD1753'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 GD1753'OVERALL HEIGHT IS 130 FEET.  THE POINT OBSERVED UPON WAS THE TOP AND
 GD1753'CENTER OF THE TANK.
 GD1753
 GD1753                          STATION RECOVERY (1977)
 GD1753
 GD1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1753'THIS STATION HAS A NAME CHANGE, IT IS DESCRIBED AS HAYTI
 GD1753'SOUTHEAST MISSOURI COMPRESS CO WATER TANK.
 GD1753'
 GD1753'THE STATION IS THE BALL ATOP THE HAYTI SE MO COMPRESS CO TANK
 GD1753'WHICH IS LOCATED AT THE WEST SIDE OF HAYTI, 300 FEET SOUTH OF
 GD1753'STATE ROUTE 84, 100 FEET WEST OF THE RAILROAD TRACK AND 110
 GD1753'FEET NORTH OF THE NORTHEAST CORNER OF PLANT COMPLEX.
 GD1753'THE TANK HAS A CYLINDRICAL BODY, CONICAL SHAPED TOP,
 GD1753'HEMISPHERICAL BOTTOM, SUPPORTED BY 4 TRUSS-WORK STEEL LEGS AND
 GD1753'IS ABOUT 130 FEET IN HEIGHT.  IT IS SILVER IN COLOR AND HAS
 GD1753'FEDERAL COMPRESS PAINTED IN BLACK ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1754 ***********************************************************************
 GD1754  DESIGNATION -  HAYTI W MUN TANK
 GD1754  PID         -  GD1754
 GD1754  STATE/COUNTY-  MO/PEMISCOT
 GD1754  USGS QUAD   -  HAYTI HEIGHTS (1978)
 GD1754
 GD1754                         *CURRENT SURVEY CONTROL
 GD1754  ___________________________________________________________________
 GD1754* NAD 83(1997)-  36 13 55.18343(N)    089 45 46.92510(W)     ADJUSTED  
 GD1754* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GD1754  ___________________________________________________________________
 GD1754  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 GD1754  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD1754
 GD1754  HORZ ORDER  -  THIRD
 GD1754
 GD1754.The horizontal coordinates were established by classical geodetic methods
 GD1754.and adjusted by the National Geodetic Survey in February 2000..
 GD1754
 GD1754.The orthometric height was scaled from a topographic map.
 GD1754
 GD1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1754
 GD1754.The geoid height was determined by GEOID03.
 GD1754
 GD1754;                    North         East     Units Scale Factor Converg.
 GD1754;SPC MO E     -    44,484.270   316,248.479   MT  0.99998739   +0 26 08.2
 GD1754;UTM  16      - 4,013,221.225   251,676.416   MT  1.00035985   -1 38 02.2
 GD1754
 GD1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1754!SPC MO E     -   0.99999174  x   0.99998739  =   0.99997913
 GD1754!UTM  16      -   0.99999174  x   1.00035985  =   1.00035159
 GD1754
 GD1754                          SUPERSEDED SURVEY CONTROL
 GD1754
 GD1754  NAD 83(1997)-  36 13 55.18377(N)    089 45 46.92528(W) AD(       ) 4
 GD1754  NAD 83(1997)-  36 13 55.18379(N)    089 45 46.92519(W) AD(       ) 4
 GD1754  NAD 83(1997)-  36 13 55.18802(N)    089 45 46.92583(W) AD(       ) 4
 GD1754  NAD 83(1997)-  36 13 55.18714(N)    089 45 46.92380(W) AD(       ) 4
 GD1754  NAD 83(1986)-  36 13 55.19474(N)    089 45 46.92293(W) AD(       ) 4
 GD1754  NAD 27      -  36 13 54.95185(N)    089 45 46.62535(W) AD(       ) 3
 GD1754
 GD1754.Superseded values are not recommended for survey control.
 GD1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1754.See file dsdata.txt to determine how the superseded data were derived.
 GD1754
 GD1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5167613221(NAD 83)
 GD1754_MARKER: 53 = ELEVATED TANK
 GD1754
 GD1754  HISTORY     - Date     Condition        Report By
 GD1754  HISTORY     - 1977     FIRST OBSERVED   NGS
 GD1754
 GD1754                          STATION DESCRIPTION
 GD1754
 GD1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1754'THE STATION IS THE VENT, TOP CENTER, OF THE HAYTI W MUN TANK
 GD1754'WHICH IS LOCATED 0.6 MILE WEST OF HAYTI AND 0.15 MILE SOUTH OF
 GD1754'STATE ROUTE 84.  IT IS 250 FEET SOUTH OF A PAVED STREET AND
 GD1754'350 FEET EAST OF WEST LINCOLN STREET.  THE TANK HAS A
 GD1754'CYLINDRICAL BODY, DOME SHAPED TOP, HEMISPHERICAL BOTTOM,
 GD1754'SUPPORTED BY 4 TUBULAR STEEL LEGS AND IS ABOUT 130 FEET IN
 GD1754'HEIGHT.  IT IS SILVER IN COLOR AND HAS HAYTI PAINTED IN BLACK
 GD1754'ON THE NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1998 ***********************************************************************
 JD1998  DESIGNATION -  HAZEL
 JD1998  PID         -  JD1998
 JD1998  STATE/COUNTY-  MO/LAFAYETTE
 JD1998  USGS QUAD   -  FAYETTEVILLE (1963)
 JD1998
 JD1998                         *CURRENT SURVEY CONTROL
 JD1998  ___________________________________________________________________
 JD1998* NAD 83(1997)-  38 53 42.04728(N)    093 45 08.12634(W)     ADJUSTED  
 JD1998* NAVD 88     -       272.519  (meters)     894.09   (feet)  ADJUSTED  
 JD1998  ___________________________________________________________________
 JD1998  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 JD1998  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1998  DYNAMIC HT  -         272.340 (meters)     893.50  (feet)  COMP
 JD1998  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 JD1998
 JD1998  HORZ ORDER  -  SECOND
 JD1998  VERT ORDER  -  SECOND    CLASS 0
 JD1998
 JD1998.The horizontal coordinates were established by classical geodetic methods
 JD1998.and adjusted by the National Geodetic Survey in February 2000..
 JD1998
 JD1998.The orthometric height was determined by differential leveling
 JD1998.and adjusted by the National Geodetic Survey in June 1991..
 JD1998
 JD1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1998
 JD1998.The geoid height was determined by GEOID03.
 JD1998
 JD1998.The dynamic height is computed by dividing the NAVD 88
 JD1998.geopotential number by the normal gravity value computed on the
 JD1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1998.degrees latitude (g = 980.6199 gals.).
 JD1998
 JD1998.The modeled gravity was interpolated from observed gravity values.
 JD1998
 JD1998;                    North         East     Units Scale Factor Converg.
 JD1998;SPC MO W     -   303,060.794   914,866.452   MT  0.99999297   +0 28 10.3
 JD1998;UTM  15      - 4,305,395.089   434,764.166   MT  0.99965240   -0 28 20.5
 JD1998
 JD1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1998!SPC MO W     -   0.99996238  x   0.99999297  =   0.99995535
 JD1998!UTM  15      -   0.99996238  x   0.99965240  =   0.99961479
 JD1998
 JD1998:                Primary Azimuth Mark                     Grid Az
 JD1998:SPC MO W     -  HAZEL AZ MK                              035 20 28.1
 JD1998:UTM  15      -  HAZEL AZ MK                              036 16 58.9
 JD1998
 JD1998|---------------------------------------------------------------------|
 JD1998| PID    Reference Object                     Distance      Geod. Az  |
 JD1998|                                                           dddmmss.s |
 JD1998| CN6387 HAZEL AZ MK                                        0354838.4 |
 JD1998| JD2739 CONCORDIA ST PAULS LUTH CHURCH      APPROX.18.8 KM 0575841.2 |
 JD1998| JD2741 CONCORDIA MUNICIPAL TANK            APPROX.18.7 KM 0581644.0 |
 JD1998| JD1999 HAZEL RM 1                           19.605 METERS 21442     |
 JD1998| JD1997 HAZEL RM 3                           24.688 METERS 33852     |
 JD1998| CN6388 HAZEL RM 2                           25.402 METERS 34032     |
 JD1998|---------------------------------------------------------------------|
 JD1998
 JD1998                          SUPERSEDED SURVEY CONTROL
 JD1998
 JD1998  NAD 83(1997)-  38 53 42.04851(N)    093 45 08.12723(W) AD(       ) 2
 JD1998  NAD 83(1986)-  38 53 42.05458(N)    093 45 08.12523(W) AD(       ) 2
 JD1998  NAD 27      -  38 53 42.00738(N)    093 45 07.34006(W) AD(       ) 2
 JD1998  NGVD 29 (??/??/92)  272.427  (m)          893.79   (f) ADJ UNCH    2 0
 JD1998
 JD1998.Superseded values are not recommended for survey control.
 JD1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1998.See file dsdata.txt to determine how the superseded data were derived.
 JD1998
 JD1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD3476405395(NAD 83)
 JD1998_MARKER: DS = TRIANGULATION STATION DISK
 JD1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1998_STAMPING: HAZEL 1949
 JD1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1998+STABILITY: SURFACE MOTION
 JD1998
 JD1998  HISTORY     - Date     Condition        Report By
 JD1998  HISTORY     - 1949     MONUMENTED       CGS
 JD1998  HISTORY     - 1962     GOOD             CGS
 JD1998  HISTORY     - 1963     GOOD             NGS
 JD1998
 JD1998                          STATION DESCRIPTION
 JD1998
 JD1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JD1998'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH-NORTHEAST OF
 JD1998'FAYETTVILLE AND 3.0 MILES EAST AND 1/2 MILE SOUTH OF ROBBINS
 JD1998'ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS HAZEL HILL AND
 JD1998'ON LAND OWNED AND OCCUPIED BY MR. FRANK RILEY AND SON.  IT IS
 JD1998'ABOUT 0.5 MILE SOUTH-SOUTHWEST OF THE RILEY FARM HOUSE, 18 FEET
 JD1998'EAST OF THE CENTER OF FARM ROAD, 11 FEET SOUTH OF FENCE LINE
 JD1998'AND 10 FEET SOUTH OF WITNESS POST.  IT IS STAMPED HAZEL 1949
 JD1998'AND SET 10 INCHES BELOW THE GROUND SURFACE.
 JD1998'
 JD1998'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 10 FEET WEST
 JD1998'OF THE CENTER OF THE FARM ROAD, SET IN FENCE LINE SEPARATING
 JD1998'TWO FIELDS.  IT IS STAMPED HAZEL NO 1 1949 AND PROJECTS 3 INCHES.
 JD1998'
 JD1998'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 10 FEET WEST
 JD1998'OF THE CENTER OF THE FARM ROAD AND 1 FOOT WEST OF FENCE LINE
 JD1998'SEPARATING THE TWO FIELDS.  IT IS STAMPED HAZEL NO 2 1949 AND
 JD1998'PROJECTS 3 INCHES.
 JD1998'
 JD1998'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHEAST OF THE STATION,
 JD1998'120 FEET NORTH-NORTHEAST OF THE RILEY FARM HOUSE, 25 FEET EAST
 JD1998'OF THE CENTER OF DRIVEWAY, 1 FOOT WEST OF FENCE LINE AND 1 FOOT
 JD1998'WEST OF WITNESS POST.  IT IS STAMPED HAZEL 1949 AND PROJECTS 2
 JD1998'INCHES.
 JD1998'
 JD1998'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 JD1998'STATE ROUTE NO 13 ABOUT 6.0 MILES SOUTH OF HIGGINSVILLE, GO
 JD1998'SOUTH ON STATE ROUTE NO 13 FOR 6.45 MILES TO SIDE ROAD RIGHT AT
 JD1998'THE BOTTOM OF HILL, TURN RIGHT AND FOLLOW GRAVELED ROAD WEST
 JD1998'FOR 0.5 MILE TO GRAVELED SIDE ROAD LEFT, TURN LEFT AND GO SOUTH
 JD1998'FOR 0.6 MILE TO FARM HOUSE AND AZIMUTH MARK JUST NORTHEAST AS
 JD1998'DESCRIBED, TURN RIGHT ON DRIVEWAY PASSING TO THE RIGHT OF
 JD1998'GARAGE AND CONTINUE WEST ON FARM ROAD FOR 0.1 MILE TO TREE
 JD1998'LINE, TURN LEFT AND FOLLOW FARM ROAD SOUTH ALONG FENCE LINE AND
 JD1998'EAST SIDE OF FIELD FOR 0.3 MILE, THENCE RIGHT WEST ACROSS
 JD1998'FIELD FOR 0.2 MILE TO TREE LINE, THENCE LEFT SOUTH ON FARM ROAD
 JD1998'FOR 0.1 MILE TO FENCE LINE AND STATION ON THE LEFT AS
 JD1998'DESCRIBED.
 JD1998'
 JD1998'AN 87 FOOT SIGNAL AT STATION GREENTON IS VISIBLE AT 50 FEET.
 JD1998'
 JD1998'A 74 FOOT SIGNAL AT STATION MAYVIEW IS VISIBLE AT 64 FEET.
 JD1998'
 JD1998'AN 87 FOOT SIGNAL AT STATION HIGGINS IS VISIBLE AT 50 FEET.
 JD1998'
 JD1998'A 4 FOOT SIGNAL AT STATION AULLVILLE IS VISIBLE AT 50 FEET.
 JD1998'
 JD1998'AN 87 FOOT SIGNAL AT STATION CONCORDIA IS VISIBLE AT 50 FEET.
 JD1998'
 JD1998'A 74 FOOT SIGNAL AT STATION KNOB NOSTER 1882 IS VISIBLE AT 50
 JD1998'FEET.
 JD1998'
 JD1998'A 100 FOOT SIGNAL AT STATION NORMAL 2 1948 IS VISIBLE AT 50 FEET.
 JD1998'
 JD1998'AN 87 FOOT SIGNAL AT STATION COLUMBUS IS VISIBLE AT 50 FEET.
 JD1998'
 JD1998'AN 87 FOOT SIGNAL AT STATION CHAPEL HILL 1883 IS VISIBLE AT 50
 JD1998'FEET.
 JD1998'
 JD1998'A 74 FOOT SIGNAL AT STATION ODESSA IS VISIBLE AT 50 FEET.
 JD1998'
 JD1998'A 4 FOOT SIGNAL AT STATION TABO IS VISIBLE AT 50 FEET.
 JD1998'
 JD1998'A 6 FOOT SIGNAL AT STATION PEAVINE IS VISIBLE AT 50 FEET.
 JD1998'
 JD1998'AN 87 FOOT SIGNAL AT STATION VALLEY IS VISIBLE AT 50 FEET.
 JD1998'
 JD1998'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD1998
 JD1998                          STATION RECOVERY (1962)
 JD1998
 JD1998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 JD1998'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 JD1998'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 JD1998'WAS RECOVERED, THE MARK WAS FOUND LEANING BADLY AND WAS DESTROYED
 JD1998'BY THIS PARTY.  THE DISTANCE TO REFERENCE MARK NO. 1 MISSED THE
 JD1998'1949 MEASUREMENT BY 0.019 METER AND THE DIRECTION MISSED BY
 JD1998'2 MINUTES AND 16 SECONDS.  THE DIRECTION TO THE AZIMUTH MARK
 JD1998'MISSED THE 1949 DIRECTION BY 05.8 SECONDS.
 JD1998'
 JD1998'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 JD1998'
 JD1998'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JD1998'
 JD1998'THE STATION IS 3 MILES EAST AND 1/2 MILE SOUTH OF ROBBINS, 1
 JD1998'MILE NORTH OF FAYETTEVILLE, ON THE HIGHEST POINT OF WHAT IS
 JD1998'LOCALLY KNOWN AS HAZEL HILL AND ON LAND OWNED BY MR. FRANK RILEY
 JD1998'AND SON.
 JD1998'
 JD1998'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD1998'STATE HIGHWAY 13 AT THE NORTH EDGE OF WARRENSBURG, GO NORTH ON
 JD1998'HIGHWAY 13 FOR 7.1 MILES TO THE JUNCTION WITH COUNTY ROUTE H.
 JD1998'TURN LEFT AND GO WEST ON ROUTE H FOR 1.15 MILES TO A CROSSROAD
 JD1998'AND THE FAYETTEVILLE STORE IN THE SOUTHEAST ANGLE.  CONTINUE
 JD1998'NORTH ON ROUTE H FOR 0.95 MILE TO A ROAD FORK.  BEAR RIGHT AND GO
 JD1998'NORTH FOR 0.05 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST AND
 JD1998'NORTH ON A GRAVEL ROAD FOR 0.2 MILE TO A FIELD ROAD ON THE
 JD1998'RIGHT.  *TURN RIGHT AND GO EAST ON THE FIELD ROAD FOR 0.25
 JD1998'MILE TO A FENCE CORNER TURN LEFT AND GO NORTH FOR 0.05 MILE TO A
 JD1998'GATE AND THE STATION ON THE RIGHT.
 JD1998'
 JD1998'THE STATION MARK, A STANDARD DISK STAMPED HAZEL 1949, IS SET IN
 JD1998'A SQUARE CONCRETE POST WHICH IS 14 INCHES BELOW THE SURFACE OF
 JD1998'THE GROUND.  IT IS 22.5 FEET EAST OF THE CENTER OF A WIRE GATE,
 JD1998'19.5 FEET EAST OF THE CENTER OF A TRACK ROAD AND 11 FEET SOUTH
 JD1998'OF A FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS
 JD1998'PARTY.
 JD1998'
 JD1998'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HAZEL NO 1 1949,
 JD1998'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 JD1998'IS 84.5 FEET NORTH OF A FENCE CORNER, 68 FEET SOUTH OF THE CENTER
 JD1998'OF THE WIRE GATE, 12.5 FEET WEST OF THE CENTER OF THE TRACK
 JD1998'ROAD AND 0.5 FOOT EAST OF THE FENCE.
 JD1998'
 JD1998'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HAZEL NO 3 1949,
 JD1998'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 JD1998'IS 63 FEET NORTH OF THE CENTER OF THE WIRE GATE, 9 FEET WEST OF
 JD1998'THE CENTER OF THE TRACK ROAD AND 1.5 FEET EAST OF THE FENCE.
 JD1998'
 JD1998'AZIMUTH MARK, A STANDARD DISK STAMPED HAZEL 1949, IS SET IN A
 JD1998'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 JD1998'IS 30 FEET EAST OF A TELEPHONE POLE WITH A GUY WIRE, 17 FEET
 JD1998'NORTH OF A POWER POLE, 14 FEET EAST OF THE CENTER OF A GRAVEL
 JD1998'ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF
 JD1998'THE FENCE.
 JD1998'
 JD1998'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH AND
 JD1998'EAST ON THE GRAVEL ROAD FOR 1.3 MILES TO A FARM ROAD ON THE
 JD1998'RIGHT.  TURN RIGHT AND GO SOUTH ON THE FARM ROAD FOR 0.2 MILE TO
 JD1998'THE AZIMUTH MARK ON THE LEFT AT A CURVE IN THE FARM ROAD.
 JD1998'
 JD1998'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD1998
 JD1998                          STATION RECOVERY (1963)
 JD1998
 JD1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1998'13.4 MI S FROM HIGGINSVILLE.
 JD1998'ABOUT 12.2 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 JD1998'AT HIGGINSVILLE, THENCE 1.85 MILES SOUTHWEST ALONG A GRAVELED
 JD1998'ROAD, THENCE 0.3 MILE EAST ACROSS A FIELD, 0.3 MILE EAST OF THE
 JD1998'GRAVELED ROAD, 83.0 FEET SOUTHEAST OF R.M. 3, 65.0 FEET NORTHEAST
 JD1998'OF R.M. 1, 35 FEET EAST OF A T-FENCE CORNER, 12 FEET SOUTH OF AN
 JD1998'EAST-WEST FENCE, AND SET IN THE TOP OF A CONCRETE POST 18 INCHES
 JD1998'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2778 ***********************************************************************
 JD2778  DESIGNATION -  HAZEL HILL
 JD2778  PID         -  JD2778
 JD2778  STATE/COUNTY-  MO/JOHNSON
 JD2778  USGS QUAD   -  FAYETTEVILLE (1963)
 JD2778
 JD2778                         *CURRENT SURVEY CONTROL
 JD2778  ___________________________________________________________________
 JD2778* NAD 83(1997)-  38 53 42.23853(N)    093 45 07.75528(W)     ADJUSTED  
 JD2778* NAVD 88     -                                                        
 JD2778  ___________________________________________________________________
 JD2778  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 JD2778  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD2778
 JD2778  HORZ ORDER  -  THIRD
 JD2778
 JD2778.The horizontal coordinates were established by classical geodetic methods
 JD2778.and adjusted by the National Geodetic Survey in February 2000..
 JD2778
 JD2778
 JD2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2778
 JD2778.The geoid height was determined by GEOID03.
 JD2778
 JD2778;                    North         East     Units Scale Factor Converg.
 JD2778;SPC MO W     -   303,066.765   914,875.346   MT  0.99999298   +0 28 10.5
 JD2778;UTM  15      - 4,305,400.911   434,773.153   MT  0.99965239   -0 28 20.2
 JD2778
 JD2778                          SUPERSEDED SURVEY CONTROL
 JD2778
 JD2778  NAD 83(1997)-  38 53 42.23980(N)    093 45 07.75606(W) AD(       ) 4
 JD2778  NAD 83(1986)-  38 53 42.24581(N)    093 45 07.75406(W) AD(       ) 4
 JD2778  NAD 27      -  38 53 42.22000(N)    093 45 06.97000(W) AD(       ) 3
 JD2778
 JD2778.Superseded values are not recommended for survey control.
 JD2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2778.See file dsdata.txt to determine how the superseded data were derived.
 JD2778
 JD2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD3477305401(NAD 83)
 JD2778_MARKER: N = NAIL
 JD2778_SETTING: 0 = UNSPECIFIED SETTING
 JD2778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2778
 JD2778  HISTORY     - Date     Condition        Report By
 JD2778  HISTORY     - 1882     MONUMENTED       CGS
 JD2778  HISTORY     - 1935     GOOD             CGS
 JD2778
 JD2778                          STATION DESCRIPTION
 JD2778
 JD2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (FDG)
 JD2778'ABOUT 11 MILES NORTH OF WARRENSBURG, ON HIGHEST PART OF HAZEL
 JD2778'HILL, IN NORTHWEST CORNER OF SE 1/4 SW 1/4 SEC. 2, T. 47 N.,
 JD2778'R. 26 W.  SURFACE MARK IS NAIL IN TOP OF 3-FOOT STAKE.
 JD2778'UNDERGROUND MARK IS SMALL BOTTLE OF ASHES 2-1/2 FEET BELOW
 JD2778'SURFACE OF GROUND.
 JD2778
 JD2778                          STATION RECOVERY (1935)
 JD2778
 JD2778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2778'STATION IS 8 MILES N OF WARRENSBURG, 3/4 MILE N AND 1/4 MILE E OF
 JD2778'VILLAGE OF FAYETTEVILLE, 3/4 MILE W OF STATE HIGHWAY 13, 1/4
 JD2778'MILE N OF E-W ROAD, 1/4 MILE E OF N-S ROAD ON SECTION LINE, NEAR
 JD2778'T FORMED BY HEDGE ROWS FROM N, S, AND W.  STATION IS NEAR LINE
 JD2778'BETWEEN SECTIONS 2 AND 11, T. 47 N., R. 26 W.  NO INDICATION
 JD2778'OF LOCATION OF STATION WAS FOUND, AND LOCAL INFORMATION WAS NOT
 JD2778'DEFINITE ENOUGH TO WARRANT DIGGING FOR UNDERGROUND MARK, WHICH
 JD2778'IS PROBABLY STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1999 ***********************************************************************
 JD1999  DESIGNATION -  HAZEL RM 1
 JD1999  PID         -  JD1999
 JD1999  STATE/COUNTY-  MO/LAFAYETTE
 JD1999  USGS QUAD   -  FAYETTEVILLE (1963)
 JD1999
 JD1999                         *CURRENT SURVEY CONTROL
 JD1999  ___________________________________________________________________
 JD1999* NAD 83(1986)-  38 53 42.     (N)    093 45 08.     (W)     SCALED    
 JD1999* NAVD 88     -       273.145  (meters)     896.14   (feet)  ADJUSTED  
 JD1999  ___________________________________________________________________
 JD1999  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1999  DYNAMIC HT  -         272.966 (meters)     895.56  (feet)  COMP
 JD1999  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 JD1999
 JD1999  VERT ORDER  -  SECOND    CLASS 0
 JD1999
 JD1999.The horizontal coordinates were scaled from a topographic map and have
 JD1999.an estimated accuracy of +/- 6 seconds.
 JD1999
 JD1999.The orthometric height was determined by differential leveling
 JD1999.and adjusted by the National Geodetic Survey in June 1991..
 JD1999
 JD1999.The geoid height was determined by GEOID03.
 JD1999
 JD1999.The dynamic height is computed by dividing the NAVD 88
 JD1999.geopotential number by the normal gravity value computed on the
 JD1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1999.degrees latitude (g = 980.6199 gals.).
 JD1999
 JD1999.The modeled gravity was interpolated from observed gravity values.
 JD1999
 JD1999;                    North         East    Units  Estimated Accuracy
 JD1999;SPC MO W     -   303,060.      914,870.      MT  (+/- 180 meters Scaled)
 JD1999
 JD1999                          SUPERSEDED SURVEY CONTROL
 JD1999
 JD1999  NGVD 29 (??/??/92)  273.054  (m)          895.84   (f) ADJ UNCH    2 0
 JD1999
 JD1999.Superseded values are not recommended for survey control.
 JD1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1999.See file dsdata.txt to determine how the superseded data were derived.
 JD1999
 JD1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD347053(NAD 83)
 JD1999_MARKER: DR = REFERENCE MARK DISK
 JD1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1999_STAMPING: HAZEL NO 1 1949
 JD1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1999+STABILITY: SURFACE MOTION
 JD1999
 JD1999  HISTORY     - Date     Condition        Report By
 JD1999  HISTORY     - 1949     MONUMENTED       CGS
 JD1999  HISTORY     - 1963     GOOD             NGS
 JD1999
 JD1999                          STATION DESCRIPTION
 JD1999
 JD1999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1999'13.4 MI S FROM HIGGINSVILLE.
 JD1999'ABOUT 12.2 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 JD1999'AT HIGGINSVILLE, THENCE 1.85 MILES SOUTHWEST ALONG A GRAVELED
 JD1999'ROAD, THENCE 0.3 MILE EAST ACROSS A FIELD, 131.0 FEET SOUTH OF R.M.
 JD1999'3, 65.0 FEET SOUTHWEST OF THE STATION MARK HAZEL 1949, AND SET IN
 JD1999'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1997 ***********************************************************************
 JD1997  DESIGNATION -  HAZEL RM 3
 JD1997  PID         -  JD1997
 JD1997  STATE/COUNTY-  MO/LAFAYETTE
 JD1997  USGS QUAD   -  FAYETTEVILLE (1963)
 JD1997
 JD1997                         *CURRENT SURVEY CONTROL
 JD1997  ___________________________________________________________________
 JD1997* NAD 83(1986)-  38 53 42.     (N)    093 45 08.     (W)     SCALED    
 JD1997* NAVD 88     -       273.261  (meters)     896.52   (feet)  ADJUSTED  
 JD1997  ___________________________________________________________________
 JD1997  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1997  DYNAMIC HT  -         273.081 (meters)     895.93  (feet)  COMP
 JD1997  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 JD1997
 JD1997  VERT ORDER  -  SECOND    CLASS 0
 JD1997
 JD1997.The horizontal coordinates were scaled from a topographic map and have
 JD1997.an estimated accuracy of +/- 6 seconds.
 JD1997
 JD1997.The orthometric height was determined by differential leveling
 JD1997.and adjusted by the National Geodetic Survey in June 1991..
 JD1997
 JD1997.The geoid height was determined by GEOID03.
 JD1997
 JD1997.The dynamic height is computed by dividing the NAVD 88
 JD1997.geopotential number by the normal gravity value computed on the
 JD1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1997.degrees latitude (g = 980.6199 gals.).
 JD1997
 JD1997.The modeled gravity was interpolated from observed gravity values.
 JD1997
 JD1997;                    North         East    Units  Estimated Accuracy
 JD1997;SPC MO W     -   303,060.      914,870.      MT  (+/- 180 meters Scaled)
 JD1997
 JD1997                          SUPERSEDED SURVEY CONTROL
 JD1997
 JD1997  NGVD 29 (??/??/92)  273.169  (m)          896.22   (f) ADJ UNCH    2 0
 JD1997
 JD1997.Superseded values are not recommended for survey control.
 JD1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1997.See file dsdata.txt to determine how the superseded data were derived.
 JD1997
 JD1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD347053(NAD 83)
 JD1997_MARKER: DR = REFERENCE MARK DISK
 JD1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1997_STAMPING: HAZEL NO 3 1949
 JD1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1997+STABILITY: SURFACE MOTION
 JD1997
 JD1997  HISTORY     - Date     Condition        Report By
 JD1997  HISTORY     - 1962     MONUMENTED       CGS
 JD1997  HISTORY     - 1963     GOOD             NGS
 JD1997
 JD1997                          STATION DESCRIPTION
 JD1997
 JD1997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1997'13.4 MI S FROM HIGGINSVILLE.
 JD1997'ABOUT 12.2 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 JD1997'AT HIGGINSVILLE, THENCE 1.85 MILES SOUTHWEST ALONG A GRAVELED
 JD1997'ROAD, THENCE 0.3 MILE EAST ACROSS A FIELD, 131.0 FEET NORTH OF
 JD1997'R.M. 1, 83.0 FEET NORTHWEST OF HAZEL 1949, AND SET IN THE TOP
 JD1997'OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1093 ***********************************************************************
 HD1093  DESIGNATION -  HAZLEGREEN
 HD1093  PID         -  HD1093
 HD1093  STATE/COUNTY-  MO/LACLEDE
 HD1093  USGS QUAD   -  RICHLAND (1976)
 HD1093
 HD1093                         *CURRENT SURVEY CONTROL
 HD1093  ___________________________________________________________________
 HD1093* NAD 83(1997)-  37 46 05.75363(N)    092 24 59.93946(W)     ADJUSTED  
 HD1093* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 HD1093  ___________________________________________________________________
 HD1093  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 HD1093  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HD1093
 HD1093  HORZ ORDER  -  FIRST
 HD1093
 HD1093.The horizontal coordinates were established by classical geodetic methods
 HD1093.and adjusted by the National Geodetic Survey in February 2000..
 HD1093
 HD1093.The orthometric height was scaled from a topographic map.
 HD1093
 HD1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1093
 HD1093.The geoid height was determined by GEOID03.
 HD1093
 HD1093;                    North         East     Units Scale Factor Converg.
 HD1093;SPC MO C     -   214,715.942   507,343.337   MT  0.99993400   +0 03 03.8
 HD1093;UTM  15      - 4,180,264.229   551,377.555   MT  0.99963251   +0 21 26.3
 HD1093
 HD1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1093!SPC MO C     -   0.99995475  x   0.99993400  =   0.99988875
 HD1093!UTM  15      -   0.99995475  x   0.99963251  =   0.99958727
 HD1093
 HD1093:                Primary Azimuth Mark                     Grid Az
 HD1093:SPC MO C     -  RICHLAND MUNICIPAL TANK                  005 42 41.0
 HD1093:UTM  15      -  RICHLAND MUNICIPAL TANK                  005 24 18.5
 HD1093
 HD1093|---------------------------------------------------------------------|
 HD1093| PID    Reference Object                     Distance      Geod. Az  |
 HD1093|                                                           dddmmss.s |
 HD1093| HD1092 RICHLAND MUNICIPAL TANK             APPROX.10.0 KM 0054544.8 |
 HD1093| HD1095 GASCONADE RIVERSIDE LODGE TANK      APPROX. 1.7 KM 0115757.9 |
 HD1093| CN6392 HAZLEGREEN RM 3                      39.481 METERS 13631     |
 HD1093| CN6390 HAZLEGREEN RM 1                      28.514 METERS 17049     |
 HD1093| HD1183 STOUTLAND                           APPROX. 9.9 KM 2992923.2 |
 HD1093| CN6391 HAZLEGREEN RM 2                      23.713 METERS 29944     |
 HD1093| CN6389 HAZLEGREEN AZ MK                                   3541324.2 |
 HD1093|---------------------------------------------------------------------|
 HD1093
 HD1093                          SUPERSEDED SURVEY CONTROL
 HD1093
 HD1093  NAD 83(1986)-  37 46 05.76629(N)    092 24 59.93866(W) AD(       ) 1
 HD1093  NAD 27      -  37 46 05.62000(N)    092 24 59.32600(W) AD(       ) 1
 HD1093
 HD1093.Superseded values are not recommended for survey control.
 HD1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1093.See file dsdata.txt to determine how the superseded data were derived.
 HD1093
 HD1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB5137880264(NAD 83)
 HD1093_MARKER: DS = TRIANGULATION STATION DISK
 HD1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1093
 HD1093  HISTORY     - Date     Condition        Report By
 HD1093  HISTORY     - 1946     MONUMENTED       CGS
 HD1093  HISTORY     - 1977     GOOD             NGS
 HD1093
 HD1093                          STATION DESCRIPTION
 HD1093
 HD1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1093'THE STATION IS LOCATED ABOUT 16 MILES EAST-NORTHEAST OF LEBANON,
 HD1093'6 MILES SOUTH OF RICHLAND, 100 YARDS NORTH-NORTHEAST OF THE
 HD1093'JUNCTION OF U.S. HIGHWAY NO. 66 AND STATE HIGHWAY NO. 133, 157
 HD1093'FEET NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY NO. 133 AND
 HD1093'DRIVEWAY TO FARM BUILDINGS OF MR. J.E. BARRON, 39 FEET WEST OF
 HD1093'THE NORTHWEST CORNER OF BARN, 35 FEET SOUTH OF FENCE AND 5.5
 HD1093'FEET WEST OF THE WITNESS POST NEAR THE HIGHEST POINT IN
 HD1093'IMMEDIATE VICINITY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HD1093'STAMPED HAZLEGREEN 1946.
 HD1093'
 HD1093'REFERENCE MARK NO. 1 IS 93.57 FEET SOUTH OF THE STATION, 3 FEET
 HD1093'WEST OF FENCE CORNER, 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 HD1093'2 INCHES AND THE DISK IS STAMPED HAZLEGREEN NO 1 1946.
 HD1093'
 HD1093'REFERENCE MARK NO. 2 IS 77.80 FEET WEST-NORTHWEST OF THE
 HD1093'STATION, 30 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY NO. 133
 HD1093'AND 2 FEET SOUTHEAST OF FENCE CORNER.  THE MARK PROJECTS 3 INCHES
 HD1093'AND THE DISK IS STAMPED HAZLEGREEN NO 2 1946.
 HD1093'
 HD1093'THE PICTURE POINT IS THE INTERSECTION OF STATE HIGHWAY NO. 133
 HD1093'AND THE DRIVEWAY TO FARM BUILDINGS, 157.01 FEET SOUTHWEST OF THE
 HD1093'STATION.
 HD1093'
 HD1093'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION, 51 FEET SOUTH
 HD1093'OF A TELEPHONE POLE, 28 FEET EAST OF THE CENTERLINE OF STATE
 HD1093'HIGHWAY NO. 133 AND 2.5 FEET SOUTHWEST OF THE WITNESS POST.  THE
 HD1093'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HAZLEGREEN 1946.
 HD1093'
 HD1093'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 66
 HD1093'AND STATE HIGHWAY NO. 5 IN LEBANON, GO NORTHEAST ON U.S.
 HD1093'HIGHWAY NO. 66 FOR 16.2 MILES TO JUNCTION WITH STATE HIGHWAY NO.
 HD1093'133 TO THE LEFT.  TURN LEFT AND GO NORTH ON STATE HIGHWAY NO.
 HD1093'133 FOR 0.05 MILE TO FARM BUILDINGS ON THE RIGHT AND THE STATION.
 HD1093'
 HD1093'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 HD1093'HIGHWAY NO. 133 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HD1093'
 HD1093'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HD1093
 HD1093                          STATION RECOVERY (1977)
 HD1093
 HD1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HD1093'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 HD1093'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT
 HD1093'FOUND AND IT IS BELIEVED THIS MARK WAS DESTROYED BY ROAD
 HD1093'CONSTRUCTION.  THE AZIMUTH MARK IS OBSTRUCTED BY A POWER POLE AT
 HD1093'THE STATION MARK THIS DATE.
 HD1093'AN INTERCHANGE IS SCHEDULED TO BE BUILT AT THE INTERSECTION OF
 HD1093'INTERSTATE HIGHWAY AND STATE HIGHWAY 133 THIS YEAR.
 HD1093'REFERENCE MARK 3 WAS SET.
 HD1093'
 HD1093'A NEW COMPLETE DESCRIPTION FOLLOWS--
 HD1093'
 HD1093'THE STATION IS LOCATED ABOUT 16.0 MILES EAST-NORTHEAST OF LEBANON,
 HD1093'6.0 MILES SOUTH OF RICHLAND AND ABOUT 100 YARDS NORTH-NORTHEAST
 HD1093'OF THE INTERSECTION OF INTERSTATE HIGHWAY 44 AND STATE HIGHWAY 133
 HD1093'AND WHEN SURVEYS FOR THE HIGHWAY 133 ARE COMPLETED THIS STATION
 HD1093'MAY FALL IN THE EAST RIGHT-OF-WAY.
 HD1093'
 HD1093'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 44 AND
 HD1093'STATE HIGHWAY 5 AT THE SOUTH EDGE OF LEBANON, GO EASTERLY ON
 HD1093'INTERSTATE 44 FOR 16.2 MILES TO STATE HIGHWAY 133, GO NORTH ON
 HD1093'HIGHWAY 133 FOR ABOUT 0.05 MILE TO THE STATION ON THE RIGHT.
 HD1093'
 HD1093'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED HAZLEGREEN
 HD1093'1946, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 HD1093'THE GROUND SURFACE.  IT IS 47.5 FEET NORTHWEST OF THE SOUTHWEST
 HD1093'CORNER OF A HOUSE, 39 FEET WEST OF THE NORTHWEST CORNER OF THE
 HD1093'HOUSE AND 5.7 FEET SOUTH OF A POWER POLE WITH TRANSFORMER.  THE
 HD1093'UNDERGROUND DISK WAS NOT INSPECTED.
 HD1093'
 HD1093'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HAZLEGREEN NO 1 1946,
 HD1093'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HD1093'WITH THE GROUND SURFACE.  IT IS 72 FEET SOUTHWEST OF THE SOUTHWEST
 HD1093'CORNER OF THE HOUSE AND ABOUT 2 FEET NORTH OF THE RIGHT-OF-WAY OF
 HD1093'INTERSTATE 44.
 HD1093'
 HD1093'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 HD1093'HAZLEGREEN 1946 NO 3 1977 AND SET FLUSH WITH THE GROUND SURFACE.
 HD1093'IT IS 72 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 HD1093'69 FEET SOUTH OF A POWER POLE AND ON THE NORTH RIGHT-OF-WAY EDGE
 HD1093'OF INTERSTATE 44.
 HD1093'
 HD1093'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAZLEGREEN 1946, SET IN
 HD1093'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 HD1093'GROUND.  IT IS 34 FEET NORTHEAST OF THE CENTER OF HIGHWAY 133, 22
 HD1093'FEET NORTHWEST OF SIGN, GILBERT AGENCY REALTORS, INSURORS AND 1.5
 HD1093'FEET SOUTHWEST OF A METAL WITNESS POST.
 HD1093'
 HD1093'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON HIGHWAY
 HD1093'133 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HD1093'
 HD1093'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.0 MILE
 HD1093'SOUTH OF RICHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0950 ***********************************************************************
 GE0950  DESIGNATION -  HEAD RESET
 GE0950  PID         -  GE0950
 GE0950  STATE/COUNTY-  MO/BUTLER
 GE0950  USGS QUAD   -  BROSELEY (1984)
 GE0950
 GE0950                         *CURRENT SURVEY CONTROL
 GE0950  ___________________________________________________________________
 GE0950* NAD 83(1997)-  36 41 32.28137(N)    090 14 56.79401(W)     ADJUSTED  
 GE0950* NAVD 88     -        96.78   (+/-2cm)     317.5    (feet)  VERTCON   
 GE0950  ___________________________________________________________________
 GE0950  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 GE0950  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GE0950
 GE0950  HORZ ORDER  -  FIRST
 GE0950  VERT ORDER  -  THIRD ? (See Below)
 GE0950
 GE0950.The horizontal coordinates were established by classical geodetic methods
 GE0950.and adjusted by the National Geodetic Survey in February 2000..
 GE0950
 GE0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0950.The vertical order pertains to the NGVD 29 superseded value.
 GE0950
 GE0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0950
 GE0950.The geoid height was determined by GEOID03.
 GE0950
 GE0950;                    North         East     Units Scale Factor Converg.
 GE0950;SPC MO E     -    95,337.299   272,420.379   MT  0.99993952   +0 08 59.7
 GE0950;UTM  15      - 4,064,266.081   745,773.401   MT  1.00034425   +1 38 40.3
 GE0950
 GE0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0950!SPC MO E     -   0.99998936  x   0.99993952  =   0.99992888
 GE0950!UTM  15      -   0.99998936  x   1.00034425  =   1.00033360
 GE0950
 GE0950:                Primary Azimuth Mark                     Grid Az
 GE0950:SPC MO E     -  HEAD AZ MK RESET                         133 47 09.8
 GE0950:UTM  15      -  HEAD AZ MK RESET                         132 17 29.2
 GE0950
 GE0950|---------------------------------------------------------------------|
 GE0950| PID    Reference Object                     Distance      Geod. Az  |
 GE0950|                                                           dddmmss.s |
 GE0950| CI3791 HEAD AZ MK RESET                                   1335609.5 |
 GE0950| CI3790 HEAD AZ MK                                         1340635.3 |
 GE0950| CI3794 HEAD RM 3                           270.523 METERS 16311     |
 GE0950| CI3792 HEAD RM 1                                          16816     |
 GE0950| CI3793 HEAD RM 2 AZIMUTH                   364.231 METERS 22625     |
 GE0950| GE0972 POPLAR BLUFF STACK                  APPROX.14.5 KM 2975716.6 |
 GE0950| GE0973 POPLAR BLUFF STANDPIPE              APPROX.14.7 KM 3010032.4 |
 GE0950|---------------------------------------------------------------------|
 GE0950
 GE0950                          SUPERSEDED SURVEY CONTROL
 GE0950
 GE0950  NAD 83(1997)-  36 41 32.28342(N)    090 14 56.79503(W) AD(       ) 1
 GE0950  NAD 83(1997)-  36 41 32.28730(N)    090 14 56.79433(W) AD(       ) 1
 GE0950  NAD 83(1997)-  36 41 32.29130(N)    090 14 56.79426(W) AD(       ) 1
 GE0950  NAD 83(1986)-  36 41 32.29116(N)    090 14 56.79425(W) AD(       ) 1
 GE0950  NAD 27      -  36 41 32.09500(N)    090 14 56.41600(W) AD(       ) 1
 GE0950  NGVD 29 (07/19/86)   96.79   (m)          317.6    (f) LEVELING    3  
 GE0950
 GE0950.Superseded values are not recommended for survey control.
 GE0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0950.See file dsdata.txt to determine how the superseded data were derived.
 GE0950
 GE0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4577364266(NAD 83)
 GE0950_MARKER: DS = TRIANGULATION STATION DISK
 GE0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0950
 GE0950  HISTORY     - Date     Condition        Report By
 GE0950  HISTORY     - 1930     MONUMENTED       CGS
 GE0950  HISTORY     - 1935     GOOD             CGS
 GE0950  HISTORY     - 1938     GOOD             CGS
 GE0950  HISTORY     - 1954     GOOD             CGS
 GE0950  HISTORY     - 1957     GOOD             CGS
 GE0950  HISTORY     - 20040405 MARK NOT FOUND   MODNR
 GE0950
 GE0950                          STATION DESCRIPTION
 GE0950
 GE0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GE0950'ABOUT 9 MILES AIR LINE, AND 14.5 MILES BY ROAD SOUTHEAST OF
 GE0950'POPLAR BLUFF, 5.5 MILES SOUTH OF U.S. HIGHWAY 60, ONE-FOURTH
 GE0950'MILE WEST OF BROSELY, ON LAND OWNED BY S.C. HEAD WHO LIVES
 GE0950'ON EAST SIDE OF BROSELY ROAD ABOUT ONE-FOURTH MILE SOUTH OF
 GE0950'STATION.  TO REACH FROM POPLAR BLUFF, GO 8.5 MILES EAST ON
 GE0950'U.S. HIGHWAY 60 TO DIRT ROAD LEADING SOUTH (ABOUT ONE-HALF
 GE0950'MILE WEST OF RAILROAD STATION, ASH HILL), FOLLOW THIS ROAD
 GE0950'5.7 MILES TO CROSSROADS 1 MILE NORTH OF BROSELY, TAKE RIGHT
 GE0950'HAND ROAD (WEST) 0.2 MILE TO SMALL HOUSE ON NORTH SIDE OF
 GE0950'ROAD, TURN IN DRIVEWAY PAST BARN AND GO NORTH TO STATION
 GE0950'WHICH IS ON HIGHEST POINT ON HIGHEST SAND KNOLL IN VICINITY,
 GE0950'IN CLEARED FIELD, ABOUT 140 METERS (459 FEET) SOUTH OF
 GE0950'NORTH FENCE OF FIELD ALONGSIDE DITCH, ABOUT 50 METERS
 GE0950'(164 FEET) EAST OF THICKET ON WEST SIDE OF FIELD AND 33.1
 GE0950'METERS (109 FEET) SOUTH-SOUTHWEST OF LONE 16-INCH WALNUT
 GE0950'TREE IN CENTER OF FIELD.
 GE0950'
 GE0950'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GE0950'CONCRETE.  REFERENCE MARKS ARE STANDARD REFERENCE
 GE0950'DISKS IN CONCRETE.
 GE0950'
 GE0950'REFERENCE MARK NO. 1 IS IN FENCE CORNER ON WEST FENCE LINE OF
 GE0950'SMALL APPLE ORCHARD, AND 0.2 MILE FROM STATION S 11 DEG 44 MIN E.
 GE0950'
 GE0950'REFERENCE MARK NO. 2 IS IN INTERSECTION OF FENCE PARALLEL
 GE0950'TO ROAD AND FENCE GOING NORTH TO BARN, 25 METERS (82 FEET)
 GE0950'SOUTH-BY EAST OF BARN, 0.3 MILE WEST OF CROSSROADS AND 0.33
 GE0950'MILE FROM STATION S 46 DEG 24 MIN W.
 GE0950
 GE0950                          STATION RECOVERY (1935)
 GE0950
 GE0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WM)
 GE0950'STATION AND REFERENCE MARKS FOUND AS DESCRIBED AND IN GOOD
 GE0950'CONDITION.
 GE0950'
 GE0950'DESCRIPTION ADEQUATE.
 GE0950
 GE0950                          STATION RECOVERY (1938)
 GE0950
 GE0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 GE0950'STATION WAS RECOVERED AS DESCRIBED.
 GE0950'
 GE0950'ABOUT 9 MILES (AIR LINE) SOUTHEAST OF POPLAR BLUFF AND ABOUT
 GE0950'7 MILES SOUTHWEST OF FISK.
 GE0950'
 GE0950'STATION IS IN NORTHWEST CORNER OF SE 1/4 SEC. 25 T. 24 N.,
 GE0950'R. 7 E., ON LAND OWNED AND OCCUPIED BY J.L. HEAD, ON TOP OF
 GE0950'A LOW CULTIVATED KNOLL 0.1 MILE NORTHWEST OF MR. HEADS HOUSE,
 GE0950'108.1 FEET SOUTHWEST OF A 20-INCH BLACK WALNUT TREE WITH
 GE0950'TRIANGULAR BLAZE AND 237.9 FEET SOUTHEAST OF AN 8-INCH BLACK
 GE0950'WALNUT TREE WITH TRIANGULAR BLAZE.  THE KNOLL IS THE HIGHEST IN
 GE0950'THE VICINITY.
 GE0950'
 GE0950'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE
 GE0950'HIGHWAY 51 AT A POINT 0.5 MILE WEST OF ASH HILL AND 8.75 MILES
 GE0950'EAST OF POPLAR BLUFF VIA U.S. HIGHWAY 60, GO SOUTH ON STATE
 GE0950'HIGHWAY 51, A GRAVEL ROAD, 5.7 MILES TO A CROSS ROAD, TURN
 GE0950'RIGHT (WEST) ON THIS ROAD AND GO 0.1 MILE TO HOUSE OF J.L. HEAD
 GE0950'AT RIGHT.  GET DIRECTIONS FROM MR. HEAD FOR BEST APPROACH ACROSS
 GE0950'CULTIVATED FIELD TO STATION.
 GE0950'
 GE0950'STATION CONSISTS OF STANDARD SURFACE AND UNDERGROUND MARKS.
 GE0950'THEY ARE STAMPED HEAD 1930.  STATION SURFACE
 GE0950'MARK WAS 15 INCHES UNDERGROUND (EITHER SET BELOW THE GROUND
 GE0950'ORIGINALLY OR THE GROUND SURFACE RAISED BY PLOWING AND
 GE0950'CULTIVATION).  THE MARK WAS IN GOOD CONDITION.  THE REFERENCE
 GE0950'MARKS WERE RECOVERED IN GOOD CONDITION.  THE ANGLE MEASURED
 GE0950'BETWEEN THEM IN 1938 DIFFERED BY 01 DEG 50 MIN FROM THE
 GE0950'DIFFERENCE IN AZIMUTHS GIVEN FOR 1930.  (AZIMUTH REFERENCE
 GE0950'MARK NO. 2 IN 1930 LESS AZIMUTH REFERENCE MARK NO. 1 IN 1930,
 GE0950'IS S 58 DEG 08 MIN W, WHILE THE DIRECTION REFERENCE MARK
 GE0950'NO. 2 IN 1938 LESS DIRECTION REFERENCE MARK NO. 1 IN 1938,
 GE0950'IS S 58 DEG 10 MIN W.
 GE0950'
 GE0950'REFERENCE MARK NO. 1 IS IN FENCE CORNER ON WEST FENCE LINE
 GE0950'OF SMALL APPLE ORCHARD AND 0.2 MILE SOUTH-SOUTHEAST OF STATION.
 GE0950'IT IS STAMPED HEAD NO. 1 1930.
 GE0950'
 GE0950'REFERENCE MARK NO. 2 IS IN INTERSECTION OF FENCE PARALLEL TO
 GE0950'ROAD AND FENCE GOING NORTH TO BARN, 25 METERS (82 FEET)
 GE0950'SOUTH-BY EAST OF BARN, 0.3 MILE WEST OF CROSS ROAD AND 0.33
 GE0950'MILE FROM STATION IN SOUTHWESTERLY DIRECTION.  IT IS STAMPED
 GE0950'HEAD NO. 2 1930.
 GE0950'
 GE0950'A NEW AZIMUTH MARK WAS ESTABLISHED ABOUT 0.3 MILE SOUTHEAST OF
 GE0950'STATION AT SOUTHEAST CORNER OF INTERSECTION OF STATE HIGHWAY
 GE0950'51 AND ROAD LEADING TO HOUSE OF J.L. HEAD.  IT IS ABOUT 35
 GE0950'FEET SOUTH OF AN EAST-AND-WEST ROAD, ABOUT 57 FEET EAST OF THE
 GE0950'CENTER LINE OF STATE HIGHWAY 51, AND IN FENCE CORNER.  IT IS
 GE0950'STAMPED HEAD 1938.
 GE0950'
 GE0950'A TOWER 103 FEET HIGH WAS USED TO SEE ALL LINES.
 GE0950
 GE0950                          STATION RECOVERY (1954)
 GE0950
 GE0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0950'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 GE0950'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 GE0950'CONDITION.  AT THE REQUEST OF THE LAND OWNER, THE STATION
 GE0950'WAS LOWERED ABOUT 3 FEET AND REFERENCE MARK NO. 1 WAS REMOVED.
 GE0950'THE AZIMUTH MARK WAS FOUND TO BE OBSTRUCTED AND A NEW AZIMUTH
 GE0950'AND REFERENCE MARK NO. 3 WERE ESTABLISHED.
 GE0950'
 GE0950'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GE0950'
 GE0950'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF BROSELEY IN A
 GE0950'CULTIVATED FIELD ON THE HIGHEST POINT OF A SANDY KNOLL ABOUT 0.2
 GE0950'MILE WEST OF STATE HIGHWAY 51 AND ABOUT 0.2 MILE NORTH OF
 GE0950'AN EAST-WEST GRAVELED ROAD.  IT IS STAMPED HEAD 1930 1954
 GE0950'AND IS ABOUT 3 FEET BELOW THE GROUND SURFACE.
 GE0950'
 GE0950'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 25 FEET
 GE0950'NORTH OF THE CENTER OF AN EAST-WEST ROAD AND 13 FEET SOUTH
 GE0950'OF A T FENCE CORNER.  IT IS STAMPED HEAD II 1930 AND PROJECTS
 GE0950'3 INCHES.
 GE0950'
 GE0950'REFERENCE MARK NO. 3 IS ON THE ROAD RIGHT-OF-WAY, 33 FEET
 GE0950'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 3 FEET SOUTHWEST
 GE0950'OF A T FENCE CORNER AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 GE0950'LINE.  IT IS STAMPED HEAD NO 3 1930 1954 AND PROJECTS 8 INCHES.
 GE0950'
 GE0950'THE AZIMUTH MARK IS IN THE NORTHWEST CORNER OF A FIELD, 59 FEET
 GE0950'EAST OF THE CENTER OF STATE HIGHWAY 51, 27 FEET SOUTH OF THE
 GE0950'CENTER OF AN EAST-WEST GRAVELED ROAD, 6 FEET EAST OF A
 GE0950'FENCE CORNER, 3 FEET NORTHEAST OF A POWER LINE POLE AND 1
 GE0950'FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED HEAD 1938
 GE0950'RESET 1954 AND PROJECTS 2 INCHES.
 GE0950'
 GE0950'TO REACH THE STATION FROM THE POST OFFICE IN BROSELEY, GO
 GE0950'EAST FOR 0.2 MILE TO STATE HIGHWAY 51, TURN LEFT AND GO NORTH
 GE0950'ON STATE HIGHWAY 51 FOR 1.0 MILE TO A CROSSROAD AND AZIMUTH
 GE0950'MARK ON RIGHT AS DESCRIBED.  FROM THIS POINT THE STATION
 GE0950'IS 0.25 MILE NORTHWEST AND CANNOT BE DRIVEN TO.  PACK FROM
 GE0950'FARM YARD IN THE NORTHWEST ANGLE OF CROSSROAD.
 GE0950
 GE0950                          STATION RECOVERY (1957)
 GE0950
 GE0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE0950'THE STATION, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH MARK
 GE0950'WERE RECOVERED AS DESCRIBED IN 1954.  OWING TO THE FACT THAT
 GE0950'THE OWNERSHIP OF THE LAND HAS CHANGED AND ADDITIONAL INFORMATION
 GE0950'WOULD FACILITATE THE FUTURE RECOVERY OF THE STATION, A NEW
 GE0950'AND COMPLETE DESCRIPTION FOLLOWS.
 GE0950'
 GE0950'STATION IS ABOUT 1 MILE NORTH OF BROSELEY, 0.25 MILE NORTHWEST
 GE0950'OF THE JUNCTION OF 51 AND COUNTY ROAD AA, 0.2 MILE NORTHWEST
 GE0950'OF THE FARM HOUSE OF J.L. MAYBERRY, WHO OWNS THE LAND, AND
 GE0950'ON THE HIGHEST POINT OF A CULTIVATED KNOLL WHICH IS IN SECTION
 GE0950'25, T 24 N, R 7 E.
 GE0950'
 GE0950'TO REACH THE STATION FROM THE POST OFFICE IN BROSELEY, GO EAST
 GE0950'FOR 0.2 MILE TO STATE HIGHWAY 51, TURN LEFT AND GO NORTH ON
 GE0950'HIGHWAY 51 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 GE0950'COUNTY ROAD AA ON THE LEFT AND THE MAYBERRY FARM HOUSE IN THE
 GE0950'NORTHWEST ANGLE OF A CROSSROADS FORMED BY HIGHWAY 51 AND COUNTY
 GE0950'ROAD AA.  MR. MAYBERRY MUST BE CONTACTED BEFORE VISITING THE
 GE0950'STATION.
 GE0950'
 GE0950'STATION MARKS ARE STANDARD DISKS, STAMPED HEAD 1930-1954.
 GE0950'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 GE0950'POST WHICH IS ABOUT 3 FEET BELOW THE GROUND SURFACE.  IT IS
 GE0950'923 FEET NORTH OF THE CENTER OF THE COUNTY ROAD AND 107.7
 GE0950'FEET SOUTHWEST OF A NAIL EMBEDDED IN THE SOUTHWEST SIDE OF
 GE0950'A 24-INCH WALNUT TREE.  NO WITNESS POST WAS SET AT THE MARK.
 GE0950'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 GE0950'ABOUT 6 FEET BELOW THE GROUND SURFACE.
 GE0950'
 GE0950'REFERENCE MARK 2 IS A STANDARD DISK, SET IN THE TOP OF A 12-INCH
 GE0950'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 0.3 MILE
 GE0950'WEST OF THE JUNCTION OF STATE HIGHWAY 51 AND COUNTY ROAD AA,
 GE0950'168 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE, 26
 GE0950'FEET NORTH OF THE CENTER OF COUNTY ROAD AA AND 13 FEET SOUTH
 GE0950'OF A T-JUNCTION OF FENCE LINES.  THE DISK IS STAMPED HEAD
 GE0950'NO 2 1930.
 GE0950'
 GE0950'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HEAD 1930 NO 3
 GE0950'1954, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 GE0950'PROJECTS 8 INCHES.  IT IS 0.1 MILE WEST OF THE JUNCTION OF
 GE0950'STATE HIGHWAY 51 AND COUNTY ROAD AA, 36 FEET NORTH OF THE CENTER
 GE0950'OF THE COUNTY ROAD, 4 FEET SOUTHWEST OF A T-JUNCTION OF
 GE0950'FENCE LINES AND 2 FEET SOUTH OF A FENCE.
 GE0950'
 GE0950'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HEAD 1930 RESET
 GE0950'1954, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 GE0950'PROJECTS 2 INCHES.  IT IS 60 FEET EAST OF THE CENTER OF STATE
 GE0950'HIGHWAY 51, 28 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 GE0950'7 FEET EAST OF A FENCE CORNER AND 5 FEET NORTHEAST OF A
 GE0950'POWERLINE POLE.  A WHITE WITNESS POST WAS SET 1-1/2 FEET
 GE0950'SOUTHEAST OF THE MARK.
 GE0950
 GE0950                          STATION RECOVERY (2004)
 GE0950
 GE0950'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 GE0950'LOCAL LANDOWNER STATES THE SANDY KNOLL THAT THE STATION WAS ON HAS
 GE0950'BEEN LOWER SEVERAL FEET AND THE STATION WAS LOST AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1070 ***********************************************************************
 HD1070  DESIGNATION -  HEARD
 HD1070  PID         -  HD1070
 HD1070  STATE/COUNTY-  MO/LACLEDE
 HD1070  USGS QUAD   -  DREW (1976)
 HD1070
 HD1070                         *CURRENT SURVEY CONTROL
 HD1070  ___________________________________________________________________
 HD1070* NAD 83(1997)-  37 35 19.07526(N)    092 29 00.06830(W)     ADJUSTED  
 HD1070* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 HD1070  ___________________________________________________________________
 HD1070  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 HD1070  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HD1070
 HD1070  HORZ ORDER  -  FIRST
 HD1070
 HD1070.The horizontal coordinates were established by classical geodetic methods
 HD1070.and adjusted by the National Geodetic Survey in February 2000..
 HD1070
 HD1070.The orthometric height was scaled from a topographic map.
 HD1070
 HD1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1070
 HD1070.The geoid height was determined by GEOID03.
 HD1070
 HD1070;                    North         East     Units Scale Factor Converg.
 HD1070;SPC MO C     -   194,776.605   501,470.240   MT  0.99993336   +0 00 36.6
 HD1070;UTM  15      - 4,160,299.931   545,612.656   MT  0.99962563   +0 18 54.6
 HD1070
 HD1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1070!SPC MO C     -   0.99994649  x   0.99993336  =   0.99987986
 HD1070!UTM  15      -   0.99994649  x   0.99962563  =   0.99957214
 HD1070
 HD1070:                Primary Azimuth Mark                     Grid Az
 HD1070:SPC MO C     -  HEARD AZ MK                              193 49 52.0
 HD1070:UTM  15      -  HEARD AZ MK                              193 31 34.0
 HD1070
 HD1070|---------------------------------------------------------------------|
 HD1070| PID    Reference Object                     Distance      Geod. Az  |
 HD1070|                                                           dddmmss.s |
 HD1070| CN6395 HEARD AZ MK                                        1935028.6 |
 HD1070| CN6396 HEARD RM 1                           15.133 METERS 21601     |
 HD1070| CN6397 HEARD RM 2                           26.214 METERS 34302     |
 HD1070|---------------------------------------------------------------------|
 HD1070
 HD1070                          SUPERSEDED SURVEY CONTROL
 HD1070
 HD1070  NAD 83(1986)-  37 35 19.08803(N)    092 29 00.06713(W) AD(       ) 1
 HD1070  NAD 27      -  37 35 18.92900(N)    092 28 59.46000(W) AD(       ) 1
 HD1070
 HD1070.Superseded values are not recommended for survey control.
 HD1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1070.See file dsdata.txt to determine how the superseded data were derived.
 HD1070
 HD1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB4561360300(NAD 83)
 HD1070_MARKER: DS = TRIANGULATION STATION DISK
 HD1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1070
 HD1070  HISTORY     - Date     Condition        Report By
 HD1070  HISTORY     - 1946     MONUMENTED       CGS
 HD1070
 HD1070                          STATION DESCRIPTION
 HD1070
 HD1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1070'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF LEBANON AND
 HD1070'ABOUT 16 MILES EAST OF PHILIPSBURG NEAR THE CENTER OF A LARGE
 HD1070'BEND IN OSAGE FORK RIVER.  IT IS NEAR THE SUMMIT OF A
 HD1070'SOUTHEAST-NORTHWEST RIDGE, 25 FEET SOUTH OF A TRACK ROAD AND 7
 HD1070'FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE
 HD1070'DISK IS STAMPED HEARD 1946.
 HD1070'
 HD1070'REFERENCE MARK NO. 1 IS 49.65 FEET SOUTHWEST OF THE STATION.
 HD1070'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HEARD NO 1
 HD1070'1946.
 HD1070'
 HD1070'REFERENCE MARK NO. 2 IS 86.00 WEST OF THE STATION.  IT IS ABOUT
 HD1070'2 FEET HIGHER THAN THE LEVEL OF THE STATION MARK.  THE MARK
 HD1070'PROJECTS 5 INCHES AND THE DISK IS STAMPED HEARD NO 2 1946.
 HD1070'
 HD1070'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION, 17 FEET
 HD1070'SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 70 FEET
 HD1070'NORTHWEST OF THE NORTHWEST CORNER OF THE S.H. GREEN FARMHOUSE,
 HD1070'15 FEET WEST OF THE FARM ENTRANCE ROAD AND 3 FEET WEST OF A
 HD1070'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HD1070'HEARD 1946.
 HD1070'
 HD1070'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 HD1070'STATE HIGHWAY 5 IN THE CITY OF LEBANON, GO SOUTH ON STATE HIGHWAY
 HD1070'5 FOR 0.7 MILE TO JUNCTION OF STATE HIGHWAY 32.  TURN LEFT ON
 HD1070'STATE HIGHWAY 32 AND GO 5.1 MILES TO COUNTY ROUTE B TO THE RIGHT.
 HD1070'TURN RIGHT ON COUNTY ROUTE B AND GO 6.2 MILES TO Y FORK, KEEP
 HD1070'LEFT AND GO 0.2 MILE TO ANOTHER Y FORK, HERE TURN LEFT AND GO
 HD1070'1.5 MILES TO A T, TURN RIGHT PASSING HEARD SCHOOL AND GO 1.0
 HD1070'MILE, HERE TURN LEFT AND GO 0.2 MILE TO THE AZIMUTH ON THE
 HD1070'RIGHT AS DESCRIBED.  CONTINUE 0.1 MILE TO A SMALL RED CABIN ON
 HD1070'THE LEFT.  TURN LEFT THROUGH WIRE GATE AND TAKE TRACK ROAD
 HD1070'UP RIDGE FOR 0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 HD1070'
 HD1070'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0667 ***********************************************************************
 JD0667  DESIGNATION -  HEARD RESET
 JD0667  PID         -  JD0667
 JD0667  STATE/COUNTY-  MO/PETTIS
 JD0667  USGS QUAD   -  SEDALIA EAST (1973)
 JD0667
 JD0667                         *CURRENT SURVEY CONTROL
 JD0667  ___________________________________________________________________
 JD0667* NAD 83(1997)-  38 42 56.56956(N)    093 12 27.08861(W)     ADJUSTED  
 JD0667* NAVD 88     -       281.025  (meters)     922.00   (feet)  ADJUSTED  
 JD0667  ___________________________________________________________________
 JD0667  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 JD0667  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0667  DYNAMIC HT  -         280.835 (meters)     921.37  (feet)  COMP
 JD0667  MODELED GRAV-     979,944.9   (mgal)                       NAVD 88
 JD0667
 JD0667  HORZ ORDER  -  FIRST
 JD0667  VERT ORDER  -  FIRST     CLASS II
 JD0667
 JD0667.The horizontal coordinates were established by classical geodetic methods
 JD0667.and adjusted by the National Geodetic Survey in February 2000..
 JD0667
 JD0667.The orthometric height was determined by differential leveling
 JD0667.and adjusted by the National Geodetic Survey in June 1991..
 JD0667
 JD0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0667
 JD0667.The geoid height was determined by GEOID03.
 JD0667
 JD0667.The dynamic height is computed by dividing the NAVD 88
 JD0667.geopotential number by the normal gravity value computed on the
 JD0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0667.degrees latitude (g = 980.6199 gals.).
 JD0667
 JD0667.The modeled gravity was interpolated from observed gravity values.
 JD0667
 JD0667;                    North         East     Units Scale Factor Converg.
 JD0667;SPC MO C     -   320,111.121   438,468.942   MT  0.99997994   -0 26 33.1
 JD0667;UTM  15      - 4,285,250.240   481,958.384   MT  0.99960401   -0 07 47.3
 JD0667
 JD0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0667!SPC MO C     -   0.99996104  x   0.99997994  =   0.99994098
 JD0667!UTM  15      -   0.99996104  x   0.99960401  =   0.99956507
 JD0667
 JD0667|---------------------------------------------------------------------|
 JD0667| PID    Reference Object                     Distance      Geod. Az  |
 JD0667|                                                           dddmmss.s |
 JD0667| JD0668 HEARD RM 3                           14.279 METERS 00648     |
 JD0667| JD0666 HEARD RM 1                           95.335 METERS 08406     |
 JD0667| JD2648 AIRPORT BEACON SEDALIA MUN APT      APPROX. 2.6 KM 1304311.9 |
 JD0667| JD2650 E SEDALIA MO PAC RY TALL STACK      APPROX. 1.7 KM 1332617.5 |
 JD0667| CN6394 HEARD AZ MK REJECT                                 1463302.5 |
 JD0667| JD2647 SEDALIA CITY LT TRACT CO STACK      APPROX. 1.9 KM 2244032.0 |
 JD0667| JD2649 SEDALIA MKT RR SHOPS STACK          APPROX. 4.0 KM 2324402.0 |
 JD0667| JD2653 SEDALIA MUNICIPAL TANK              APPROX. 1.7 KM 2482516.7 |
 JD0667| JD2652 SEDALIA SACRED HEART CATH CH        APPROX. 2.2 KM 2492303.8 |
 JD0667| JD2654 SEDALIA TV STATION KMOS MAST        APPROX. 4.1 KM 2550145.3 |
 JD0667| CN6393 HEARD AZ MK                                        2742950.0 |
 JD0667| JD0669 HEARD RM 2                           41.672 METERS 27758     |
 JD0667|---------------------------------------------------------------------|
 JD0667
 JD0667                          SUPERSEDED SURVEY CONTROL
 JD0667
 JD0667  NAD 83(1997)-  38 42 56.57615(N)    093 12 27.08946(W) AD(       ) 1
 JD0667  NAD 83(1986)-  38 42 56.57880(N)    093 12 27.08969(W) AD(       ) 1
 JD0667  NAD 27      -  38 42 56.52282(N)    093 12 26.34985(W) AD(       ) 1
 JD0667  NGVD 29 (??/??/92)  280.928  (m)          921.68   (f) ADJ UNCH    1 2
 JD0667
 JD0667.Superseded values are not recommended for survey control.
 JD0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0667.See file dsdata.txt to determine how the superseded data were derived.
 JD0667
 JD0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8195885250(NAD 83)
 JD0667_MARKER: DS = TRIANGULATION STATION DISK
 JD0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0667_STAMPING: HEARD 1880 1949
 JD0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0667+STABILITY: SURFACE MOTION
 JD0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD0667+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 JD0667
 JD0667  HISTORY     - Date     Condition        Report By
 JD0667  HISTORY     - 1880     MONUMENTED       CGS
 JD0667  HISTORY     - 1922     GOOD             CGS
 JD0667  HISTORY     - 1928     GOOD             CGS
 JD0667  HISTORY     - 1949     GOOD             CGS
 JD0667  HISTORY     - 1960     GOOD             CGS
 JD0667  HISTORY     - 1962     GOOD             CGS
 JD0667  HISTORY     - 1963     GOOD             NGS
 JD0667  HISTORY     - 20050421 GOOD             INDIV
 JD0667
 JD0667                          STATION DESCRIPTION
 JD0667
 JD0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (FDG)
 JD0667'IN NORTHEAST QUARTER OF CITY OF SEDALIA JUST EAST OF
 JD0667'CEMETERY, ON LAND BELONGING IN 1880 TO GEORGE HEARD, 42 METERS (138
 JD0667'FEET) EAST OF EAST SIDE OF NEW YORK AVENUE, 165 FEET EAST OF
 JD0667'CENTER OF NEW YORK AVENUE, 27 FEET SOUTH OF CENTER OF TOWER
 JD0667'AVENUE, 4 METERS (13 FEET) SOUTH OF SOUTH SIDE OF TOWER AVENUE,
 JD0667'AND NEARLY OPPOSITE HOUSE OCCUPIED BY GEORGE HEARD IN 1880.
 JD0667'SURFACE MARK IS STONE POST WITNESSED BY TWO OTHERS AND
 JD0667'UNDERGROUND MARK IS BOTTLE OF ASHES.
 JD0667
 JD0667                          STATION RECOVERY (1922)
 JD0667
 JD0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JD0667'IN 1922 A STANDARD DISK STATION MARK,
 JD0667'STAMPED WITH NAME OF STATION AND DATE
 JD0667'ESTABLISHED, WAS SET IN TOP OF SURFACE MARK.
 JD0667'WITNESS STONES ARE ABOUT LEVEL WITH GROUND.
 JD0667
 JD0667                          STATION RECOVERY (1928)
 JD0667
 JD0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 JD0667'IN 1928 TWO REFERENCE MARKS WERE
 JD0667'ESTABLISHED, STANDARD REFERENCE DISKS IN CONCRETE.
 JD0667'NO. 1 IS ON NORTH SIDE OF TOWER AVENUE, 0.3 METER (1
 JD0667'FOOT) SOUTH OF FENCE, ABOUT 137 METERS (449 FEET) (PACED
 JD0667'DISTANCE) EAST OF EAST EDGE OF NEW YORK AVENUE, AND 95.34
 JD0667'METERS (312.8 FEET) FROM STATION.  NO.
 JD0667'2 IS IN NORTHWEST CORNER OF LOT, 0.8 METER (3 FEET)
 JD0667'SOUTHEAST OF CORNER POST, 12 METERS (39 FEET) SOUTHEAST OF
 JD0667'CENTER OF INTERSECTION OF NEW YORK AND TOWER AVENUES,
 JD0667'AND 41.74 METERS (136.9 FEET) FROM STATION.
 JD0667
 JD0667                          STATION RECOVERY (1949)
 JD0667
 JD0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JD0667'THE STATION, REFERENCE MARKS, NOS 1 AND 2,
 JD0667'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JD0667'A NEW REFERENCE MARK NO 3, AND AZIMUTH MARK
 JD0667'WAS ESTABLISHED.  THE STATION MARK WAS LOWERED BY REQUEST OF
 JD0667'PROPERTY OWNER.  THE DISTANCE TO REFERENCE MARK NO 1 WAS FOUND IN
 JD0667'ERROR.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JD0667'
 JD0667'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF SEDALIA IN THE
 JD0667'SOUTHEAST ANGLE OF NEW YORK AND TOWER AVENUES AND ON LAND OWNED
 JD0667'AND OCCUPIED BY MR. R.L. HAWKINS.  IT IS 30.5 FEET NORTHWEST OF
 JD0667'THE NORTHWEST CORNER OF THE HAWKINS HOME, 31 FEET SOUTH OF THE
 JD0667'CENTER OF TOWER AVENUE, 5 FEET SOUTH OF OLD REFERENCE POST, 5
 JD0667'FEET NORTH OF OLD REFERENCE POST AND 13.5 FEET SOUTH OF WITNESS
 JD0667'POST.  IT IS STAMPED HEARD 1880, 1949 AND SET 12 INCHES BELOW
 JD0667'THE GROUND SURFACE.
 JD0667'
 JD0667'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, 15 FEET
 JD0667'NORTH OF THE CENTER OF EAST TOWER AVENUE, 1.5 FEET EAST OF WITNESS
 JD0667'POST AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED HEARD NO 1
 JD0667'1880, 1928 AND PROJECTS 3 INCHES.
 JD0667'
 JD0667'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET IN THE SOUTHEAST
 JD0667'ANGLE OF NEW YORK AND TOWER AVENUES AND IN THE NORTHWEST CORNER
 JD0667'OF THE LOT, 3 FEET SOUTHEAST OF FENCE CORNER AND 2 FEET SOUTH OF
 JD0667'WITNESS POST.  IT IS STAMPED HEARD 1880, 1928 AND PROJECTS 2
 JD0667'INCHES.
 JD0667'
 JD0667'REFERENCE MARK NO 3 IS NORTH OF THE STATION, 16 FEET NORTH OF THE
 JD0667'CENTER OF TOWER AVENUE AND 1 FOOT SOUTH OF FENCE LINE.  IT IS
 JD0667'STAMPED HEARD NO 3 1949 AND PROJECTS 3 INCHES.
 JD0667'
 JD0667'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, SET IN THE
 JD0667'HEDGE ROW ON THE EAST SIDE OF THE CEMETERY IN THE NORTHWEST ANGLE
 JD0667'OF N. ENGINEER AVENUE AND E. TOWER AVENUE, 25 FEET WEST OF THE
 JD0667'CENTER OF N. ENGINEER AVENUE, 25 FEET SOUTH OF STONE PILLAR OF
 JD0667'IRON FENCE LINE AROUND CEMETERY AND 5 FEET WEST OF CONCRETE
 JD0667'SIDEWALK.  IT IS STAMPED HEARD 1949 AND SET FLUSH WITH THE
 JD0667'GROUND SURFACE.
 JD0667'
 JD0667'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI AVENUE
 JD0667'AND MAIN STREET ON U.S. HIGHWAY 65 (1 BLOCK SOUTH OF POINT WHERE
 JD0667'HIGHWAY CROSSES RAILROAD TRACKS), GO EAST ON MAIN STREET FOR 0.5
 JD0667'MILE TO T-INTERSECTION, TURN LEFT ACROSS OVERPASS AND GO 0.15
 JD0667'MILE TO CROSS STREETS, TURN RIGHT ON PETTIS STREET AND GO 0.55
 JD0667'MILE TO N. ENGINEER AVENUE, TURN LEFT AND GO NORTH ON N.
 JD0667'ENGINEER AVENUE FOR 0.35 MILE TO THE AZIMUTH MARK IN THE
 JD0667'NORTHWEST ANGLE AS DESCRIBED, TURN RIGHT AND GO EAST ON E.
 JD0667'TOWER AVENUE FOR 0.25 MILE TO INTERSECTION WITH NEW YORK
 JD0667'AVENUE, CONTINUE EAST ON E. TOWER AVENUE FOR ABOUT 200 FEET
 JD0667'TO A SMALL HOUSE ON THE SOUTH SIDE OF STREET AND STATION AS
 JD0667'DESCRIBED.
 JD0667'
 JD0667'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 JD0667'
 JD0667'A 74 FOOT SIGNAL AT STATION KNOB NOSTER 1882 IS VISIBLE AT 50 FEET
 JD0667'
 JD0667'A 100 FOOT SIGNAL AT STATION LAMONTE IS VISIBLE AT 50 FEET
 JD0667'
 JD0667'A 100 FOOT SIGNAL AT STATION DRESDEN IS VISIBLE AT 50 FEET
 JD0667'
 JD0667'AN 87 FOOT SIGNAL AT STATION REID 1928 IS VISIBLE AT 50 FEET
 JD0667
 JD0667                          STATION RECOVERY (1960)
 JD0667
 JD0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 JD0667'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION AS
 JD0667'DESCRIBED IN THE 1949 DESCRIPTION.  THE STATION MARK IS NEAR THE
 JD0667'PROPERTY LINE BETWEEN MR. B.N. PAYNE ON THE EAST AND MR. MACK KELLS
 JD0667'ON THE WEST.  MR. KELLS HAS JUST BUILT A NEW HOME WEST-SOUTHWEST
 JD0667'OF THE STATION MARK.  THE AZIMUTH MARK IS NOT VG FROM THE STATION
 JD0667'MARK DUE TO PART OF THE NEW HOME.
 JD0667'
 JD0667'THE 1949 DESCRIPTION IS ADEQUATE.
 JD0667
 JD0667                          STATION RECOVERY (1962)
 JD0667
 JD0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 JD0667'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JD0667'REFERENCE MARK NO. 3 AND THE AZIMUTH MARK WERE RECOVERED AS
 JD0667'DESCRIBED AND FOUND IN GOOD CONDITION.  THE HORIZONTAL DISTANCE TO
 JD0667'REFERENCE MARK NO. 3 WAS FOUND IN ERROR, REFERENCE MARK NO. 1
 JD0667'WAS NOT MEASURED BECAUSE OF AN ADVERTISING SIGN.  A NEW
 JD0667'DESCRIPTION FOLLOWS.
 JD0667'
 JD0667'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF SEDALIA,
 JD0667'ALONG THE SOUTH SIDE OF TOWER AVENUE ON PROPERTY OWNED BY MR.
 JD0667'VIRGIL VENABLE.
 JD0667'
 JD0667'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH EMMET AVENUE
 JD0667'AND EAST BROADWAY (U.S. HIGHWAY 50), GO NORTH ON SOUTH EMMET
 JD0667'AVENUE FOR 0.85 MILE TO A T-ROAD (TOWER AVENUE).  TURN LEFT AND
 JD0667'GO WEST ON TOWER AVENUE FOR 0.05 MILE TO THE STATION ON THE LEFT
 JD0667'AS DESCRIBED.
 JD0667'
 JD0667'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON TOWER
 JD0667'AVENUE FOR 0.3 MILE TO THE INTERSECTION OF NORTH ENGINEER AVENUE
 JD0667'AND THE MARK AS DESCRIBED.
 JD0667'
 JD0667'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A MASS OF
 JD0667'CONCRETE WHICH IS 1 FOOT BELOW THE SURFACE OF THE GROUND AND IS
 JD0667'STAMPED HEARD 1880 1949.  IT IS 30.8 FEET NORTHWEST OF THE
 JD0667'NORTHWEST CORNER OF MR. VENABLES HOUSE, 30 FEET SOUTH OF THE
 JD0667'CENTER OF TOWER AVENUE AND 1 FOOT WEST OF A NORTH-SOUTH FENCE
 JD0667'LINE.
 JD0667'
 JD0667'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 JD0667'12-INCH, SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IS
 JD0667'STAMPED HEARD NO 1 1880 1928.  IT IS 32 FEET NORTHEAST OF THE
 JD0667'INTERSECTION OF SOUTH EMMET AVENUE AND TOWER AVENUE, 18 FEET
 JD0667'NORTH OF THE CENTER OF TOWER AVENUE, 1 FOOT SOUTH OF AN EAST-WEST
 JD0667'FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS POST.
 JD0667'
 JD0667'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 JD0667'12-INCH, SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND
 JD0667'IS STAMPED HEARD NO 2 1880 1928.  IT IS 38.7 FEET NORTHWEST OF THE
 JD0667'NORTHWEST CORNER OF A BRICK HOUSE, 29 FEET EAST OF THE CENTER OF
 JD0667'CEDAR DRIVE AND 21 FEET SOUTH OF THE CENTER OF TOWER AVENUE.
 JD0667'
 JD0667'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 JD0667'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 JD0667'HEARD NO 3 1949.  IT IS 17 FEET NORTH OF THE CENTER OF TOWER
 JD0667'AVENUE, SET IN AN EAST-WEST FENCE LINE.
 JD0667'
 JD0667'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 JD0667'SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS STAMPED HEARD
 JD0667'1949.  IT IS BENEATH A SMALL EVERGREEN BUSH ALONG THE EAST SIDE
 JD0667'OF A CEMETERY, ABOUT 2 FEET HIGHER IN ELEVATION THAN THE SIDEWALK.
 JD0667'IT IS 27 FEET NORTH OF A TELEPHONE POLE, 26 FEET WEST OF THE
 JD0667'CENTER OF NORTH ENGINEER AVENUE, 25 FEET SOUTH OF A STONE
 JD0667'PILLAR.
 JD0667
 JD0667                          STATION RECOVERY (1963)
 JD0667
 JD0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0667'1.8 MI NE FROM SEDALIA.
 JD0667'ABOUT 1.15 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0667'THE STATION AT SEDALIA, THENCE 0.6 MILE NORTH ALONG NEW YORK
 JD0667'AVENUE, AT THE INTERSECTION OF TOWER AVENUE, 165 FEET EAST OF THE
 JD0667'CENTERLINE OF NEW YORK AVENUE, 30.7 FEET SOUTH OF THE CENTERLINE
 JD0667'OF TOWER AVENUE, 312.7 FEET WEST-SOUTHWEST ACROSS TOWER AVENUE
 JD0667'FROM R.M. 1, 136.7 FEET EAST OF R.M. 2, 46.7 FEET SOUTH ACROSS
 JD0667'TOWER AVENUE FROM R.M. 3, 30.5 FEET NORTHWEST OF THE NORTHWEST
 JD0667'CORNER OF A HOUSE, 12 FEET SOUTH OF THE NORTH END OF A FENCE, AND
 JD0667'SET IN THE TOP OF A CONCRETE POST 0.9 FOOT BELOW THE GROUND.
 JD0667
 JD0667                          STATION RECOVERY (2005)
 JD0667
 JD0667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JWS)
 JD0667'STATION FOUND IN GOOD CONDITION BUT IS NOT SUITABLE FOR GPS
 JD0667'OBSERVATIONS
 JD0667' 
 JD0667'REFERENCE MARK NO.1  WAS NOT FOUND, THOUGH THE METAL WITNESS POST WAS
 JD0667'FOUND AS DESCRIBED.
 JD0667' 
 JD0667'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.  IT IS LOCATED 29
 JD0667'FEET EAST OF THE CENTER OF NEW YORK STREET AND APPROXIMATELY 112 FEET
 JD0667'EAST OF CEDAR STREET
 JD0667' 
 JD0667'REFERENCE MARK NO. 3 WAS NOT FOUND
 JD0667' 
 JD0667'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT IS NOT VISIBLE FROM
 JD0667'THE STATION.  THE EVERGREEN TREE IS NO LONGER THERE, NOR IS THE
 JD0667'DESCRIBED TELEPHONE POLE.  THE MARK IS 25 FEET SOUTH OF THE DESCRIBED
 JD0667'STONE PILLAR AND 12 FEET SOUTHEAST OF A HEADSTONE FOR SAMUEL
 JD0667'ZIMMERMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0666 ***********************************************************************
 JD0666  DESIGNATION -  HEARD RM 1
 JD0666  PID         -  JD0666
 JD0666  STATE/COUNTY-  MO/PETTIS
 JD0666  USGS QUAD   -  SEDALIA EAST (1973)
 JD0666
 JD0666                         *CURRENT SURVEY CONTROL
 JD0666  ___________________________________________________________________
 JD0666* NAD 83(1986)-  38 42 56.     (N)    093 12 27.     (W)     SCALED    
 JD0666* NAVD 88     -       281.233  (meters)     922.68   (feet)  ADJUSTED  
 JD0666  ___________________________________________________________________
 JD0666  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0666  DYNAMIC HT  -         281.043 (meters)     922.06  (feet)  COMP
 JD0666  MODELED GRAV-     979,944.9   (mgal)                       NAVD 88
 JD0666
 JD0666  VERT ORDER  -  FIRST     CLASS II
 JD0666
 JD0666.The horizontal coordinates were scaled from a topographic map and have
 JD0666.an estimated accuracy of +/- 6 seconds.
 JD0666
 JD0666.The orthometric height was determined by differential leveling
 JD0666.and adjusted by the National Geodetic Survey in June 1991..
 JD0666
 JD0666.The geoid height was determined by GEOID03.
 JD0666
 JD0666.The dynamic height is computed by dividing the NAVD 88
 JD0666.geopotential number by the normal gravity value computed on the
 JD0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0666.degrees latitude (g = 980.6199 gals.).
 JD0666
 JD0666.The modeled gravity was interpolated from observed gravity values.
 JD0666
 JD0666;                    North         East    Units  Estimated Accuracy
 JD0666;SPC MO C     -   320,090.      438,470.      MT  (+/- 180 meters Scaled)
 JD0666
 JD0666                          SUPERSEDED SURVEY CONTROL
 JD0666
 JD0666  NGVD 29 (??/??/92)  281.136  (m)          922.36   (f) ADJ UNCH    1 2
 JD0666
 JD0666.Superseded values are not recommended for survey control.
 JD0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0666.See file dsdata.txt to determine how the superseded data were derived.
 JD0666
 JD0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC819852(NAD 83)
 JD0666_MARKER: DR = REFERENCE MARK DISK
 JD0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0666_STAMPING: HEARD NO 1 1880 1928
 JD0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0666+STABILITY: SURFACE MOTION
 JD0666
 JD0666  HISTORY     - Date     Condition        Report By
 JD0666  HISTORY     - 1928     MONUMENTED       CGS
 JD0666  HISTORY     - 1963     GOOD             NGS
 JD0666
 JD0666                          STATION DESCRIPTION
 JD0666
 JD0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0666'1.8 MI NE FROM SEDALIA.
 JD0666'ABOUT 1.15 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0666'THE STATION AT SEDALIA, THENCE 0.6 MILE NORTH ALONG NEW YORK
 JD0666'AVENUE, AT THE INTERSECTION OF TOWER AVENUE, 312.7 FEET
 JD0666'EAST-NORTHEAST ACROSS TOWER AVENUE FROM THE STATION MARK,
 JD0666'23.8 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF TOWER
 JD0666'AVENUE AND NORTH EMMET AVENUE, 21 FEET NORTH OF THE CENTERLINE
 JD0666'OF TOWER AVENUE, 17.0 FEET EAST OF THE EXTENDED CENTERLINE OF
 JD0666'NORTH EMMET AVENUE, 1.0 FOOT SOUTH OF AN EAST-WEST FENCE, 1.0
 JD0666'FOOT EAST OF A WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 JD0666'TOWER AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0666'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0669 ***********************************************************************
 JD0669  DESIGNATION -  HEARD RM 2
 JD0669  PID         -  JD0669
 JD0669  STATE/COUNTY-  MO/PETTIS
 JD0669  USGS QUAD   -  SEDALIA EAST (1973)
 JD0669
 JD0669                         *CURRENT SURVEY CONTROL
 JD0669  ___________________________________________________________________
 JD0669* NAD 83(1986)-  38 42 56.     (N)    093 12 27.     (W)     SCALED    
 JD0669* NAVD 88     -       281.035  (meters)     922.03   (feet)  ADJUSTED  
 JD0669  ___________________________________________________________________
 JD0669  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0669  DYNAMIC HT  -         280.845 (meters)     921.41  (feet)  COMP
 JD0669  MODELED GRAV-     979,944.9   (mgal)                       NAVD 88
 JD0669
 JD0669  VERT ORDER  -  FIRST     CLASS II
 JD0669
 JD0669.The horizontal coordinates were scaled from a topographic map and have
 JD0669.an estimated accuracy of +/- 6 seconds.
 JD0669
 JD0669.The orthometric height was determined by differential leveling
 JD0669.and adjusted by the National Geodetic Survey in June 1991..
 JD0669
 JD0669.The geoid height was determined by GEOID03.
 JD0669
 JD0669.The dynamic height is computed by dividing the NAVD 88
 JD0669.geopotential number by the normal gravity value computed on the
 JD0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0669.degrees latitude (g = 980.6199 gals.).
 JD0669
 JD0669.The modeled gravity was interpolated from observed gravity values.
 JD0669
 JD0669;                    North         East    Units  Estimated Accuracy
 JD0669;SPC MO C     -   320,090.      438,470.      MT  (+/- 180 meters Scaled)
 JD0669
 JD0669                          SUPERSEDED SURVEY CONTROL
 JD0669
 JD0669  NGVD 29 (??/??/92)  280.937  (m)          921.71   (f) ADJ UNCH    1 2
 JD0669
 JD0669.Superseded values are not recommended for survey control.
 JD0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0669.See file dsdata.txt to determine how the superseded data were derived.
 JD0669
 JD0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC819852(NAD 83)
 JD0669_MARKER: DR = REFERENCE MARK DISK
 JD0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0669_STAMPING: HEARD NO 2 1880 1928
 JD0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0669+STABILITY: SURFACE MOTION
 JD0669
 JD0669  HISTORY     - Date     Condition        Report By
 JD0669  HISTORY     - 1928     MONUMENTED       CGS
 JD0669  HISTORY     - 1963     GOOD             NGS
 JD0669
 JD0669                          STATION DESCRIPTION
 JD0669
 JD0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0669'1.8 MI NE FROM SEDALIA.
 JD0669'ABOUT 1.15 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0669'THE STATION AT SEDALIA, THENCE 0.6 MILE NORTH ALONG NEW YORK
 JD0669'AVENUE, AT THE INTERSECTION OF TOWER AVENUE, 136.7 FEET WEST OF
 JD0669'THE STATION MARK, 30.4 FEET EAST OF THE CENTERLINE OF NEW YORK
 JD0669'AVENUE, 24.3 FEET SOUTH OF THE CENTERLINE OF TOWER AVENUE,
 JD0669'40.8 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF NEW
 JD0669'YORK AVENUE AND TOWER AVENUE, 38.6 FEET NORTHWEST OF THE NORTHWEST
 JD0669'CORNER OF A BRICK HOUSE, ABOUT LEVEL WITH THE INTERSECTION,
 JD0669'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0668 ***********************************************************************
 JD0668  DESIGNATION -  HEARD RM 3
 JD0668  PID         -  JD0668
 JD0668  STATE/COUNTY-  MO/PETTIS
 JD0668  USGS QUAD   -  SEDALIA EAST (1973)
 JD0668
 JD0668                         *CURRENT SURVEY CONTROL
 JD0668  ___________________________________________________________________
 JD0668* NAD 83(1986)-  38 42 56.     (N)    093 12 27.     (W)     SCALED    
 JD0668* NAVD 88     -       281.412  (meters)     923.27   (feet)  ADJUSTED  
 JD0668  ___________________________________________________________________
 JD0668  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD0668  DYNAMIC HT  -         281.221 (meters)     922.64  (feet)  COMP
 JD0668  MODELED GRAV-     979,944.9   (mgal)                       NAVD 88
 JD0668
 JD0668  VERT ORDER  -  FIRST     CLASS II
 JD0668
 JD0668.The horizontal coordinates were scaled from a topographic map and have
 JD0668.an estimated accuracy of +/- 6 seconds.
 JD0668
 JD0668.The orthometric height was determined by differential leveling
 JD0668.and adjusted by the National Geodetic Survey in June 1991..
 JD0668
 JD0668.The geoid height was determined by GEOID03.
 JD0668
 JD0668.The dynamic height is computed by dividing the NAVD 88
 JD0668.geopotential number by the normal gravity value computed on the
 JD0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0668.degrees latitude (g = 980.6199 gals.).
 JD0668
 JD0668.The modeled gravity was interpolated from observed gravity values.
 JD0668
 JD0668;                    North         East    Units  Estimated Accuracy
 JD0668;SPC MO C     -   320,090.      438,470.      MT  (+/- 180 meters Scaled)
 JD0668
 JD0668                          SUPERSEDED SURVEY CONTROL
 JD0668
 JD0668  NGVD 29 (??/??/92)  281.314  (m)          922.94   (f) ADJ UNCH    1 2
 JD0668
 JD0668.Superseded values are not recommended for survey control.
 JD0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0668.See file dsdata.txt to determine how the superseded data were derived.
 JD0668
 JD0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC819852(NAD 83)
 JD0668_MARKER: DR = REFERENCE MARK DISK
 JD0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0668_STAMPING: HEARD NO 3 1949
 JD0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0668+STABILITY: SURFACE MOTION
 JD0668
 JD0668  HISTORY     - Date     Condition        Report By
 JD0668  HISTORY     - 1949     MONUMENTED       CGS
 JD0668  HISTORY     - 1963     GOOD             NGS
 JD0668
 JD0668                          STATION DESCRIPTION
 JD0668
 JD0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0668'1.8 MI NE FROM SEDALIA.
 JD0668'ABOUT 1.15 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0668'THE STATION AT SEDALIA, THENCE 0.6 MILE NORTH ALONG NEW YORK
 JD0668'AVENUE, AT THE INTERSECTION OF TOWER AVENUE, 165 FEET EAST OF THE
 JD0668'CENTERLINE OF NEW YORK AVENUE, 46.7 FEET NORTH ACROSS TOWER
 JD0668'AVENUE FROM THE STATION MARK, 16.0 FEET NORTH OF THE CENTERLINE
 JD0668'OF TOWER AVENUE, 0.9 FOOT SOUTH OF AN EAST-WEST FENCE, ABOUT
 JD0668'LEVEL WITH TOWER AVENUE, AND SET IN THE TOP OF A CONCRETE
 JD0668'POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0644 ***********************************************************************
 KC0644  DESIGNATION -  HEATHER
 KC0644  PID         -  KC0644
 KC0644  STATE/COUNTY-  MO/MARION
 KC0644  USGS QUAD   -  QUINCY SW (1996)
 KC0644
 KC0644                         *CURRENT SURVEY CONTROL
 KC0644  ___________________________________________________________________
 KC0644* NAD 83(1997)-  39 47 20.22943(N)    091 26 14.91742(W)     ADJUSTED  
 KC0644* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 KC0644  ___________________________________________________________________
 KC0644  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 KC0644  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0644
 KC0644  HORZ ORDER  -  SECOND
 KC0644
 KC0644.The horizontal coordinates were established by classical geodetic methods
 KC0644.and adjusted by the National Geodetic Survey in February 2000..
 KC0644
 KC0644.The orthometric height was scaled from a topographic map.
 KC0644
 KC0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0644
 KC0644.The geoid height was determined by GEOID03.
 KC0644
 KC0644;                    North         East     Units Scale Factor Converg.
 KC0644;SPC MO E     -   439,437.273   169,704.002   MT  1.00001268   -0 35 59.9
 KC0644;SPC IL W     -   347,328.612   591,152.017   MT  1.00008699   -0 48 48.1
 KC0644;SPC IL W     - 1,139,527.29  1,939,471.24   sFT  1.00008699   -0 48 48.1
 KC0644;UTM  15      - 4,405,501.089   633,789.232   MT  0.99982037   +1 00 00.4
 KC0644
 KC0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0644!SPC MO E     -   0.99997263  x   1.00001268  =   0.99998531
 KC0644!SPC IL W     -   0.99997263  x   1.00008699  =   1.00005962
 KC0644!UTM  15      -   0.99997263  x   0.99982037  =   0.99979301
 KC0644
 KC0644                          SUPERSEDED SURVEY CONTROL
 KC0644
 KC0644  NAD 83(1997)-  39 47 20.22947(N)    091 26 14.91733(W) AD(       ) 2
 KC0644  NAD 83(1997)-  39 47 20.23154(N)    091 26 14.91607(W) AD(       ) 2
 KC0644  NAD 83(1986)-  39 47 20.23607(N)    091 26 14.91779(W) AD(       ) 2
 KC0644  NAD 27      -  39 47 20.14900(N)    091 26 14.37000(W) AD(       ) 2
 KC0644
 KC0644.Superseded values are not recommended for survey control.
 KC0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0644.See file dsdata.txt to determine how the superseded data were derived.
 KC0644
 KC0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE3378905501(NAD 83)
 KC0644_MARKER: V = STONE MONUMENT
 KC0644_SETTING: 0 = UNSPECIFIED SETTING
 KC0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0644
 KC0644  HISTORY     - Date     Condition        Report By
 KC0644  HISTORY     - 1931     MONUMENTED       MRC
 KC0644  HISTORY     - 1972     GOOD             ILDT
 KC0644  HISTORY     - 1973     POOR             NGS
 KC0644
 KC0644                          STATION DESCRIPTION
 KC0644
 KC0644'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 KC0644'ABOUT 5 MILES EAST OF PALMYRA, 6 MILES NORTHWEST OF HANNIBAL, ON
 KC0644'LAND OWNED BY THE BIER ESTATE, ABOUT 5 FEET LOWER THAN SUMMIT OF
 KC0644'HILL, ABOUT IN CENTER OF RIDGE WHICH SLOPES TOWARD NORTH AND
 KC0644'SOUTH, ABOUT 40 METERS (131 FEET) WEST OF TREE LINE WHICH MARKS
 KC0644'EAST EDGE OF RIDGE, ABOUT 400 METERS (1,312 FEET) DOWNSTREAM FROM
 KC0644'HOUSE ON CREST OF BLUFF, OPPOSITE POINT 550 METERS (1,804 FEET)
 KC0644'BELOW LOWER END OF CURVE IN RAILROAD TRACK, AND EXACTLY ON
 KC0644'PROLONGATION OF CENTER LINE OF WIDE, DEEP DRAINAGE DITCH WHICH
 KC0644'EXTENDS FROM FOOT OF BLUFF OUT PAST RAILROAD.  MARKED BY
 KC0644'CENTER HOLE IN STONE POST WHICH PROJECTS 3 INCHES ABOVE
 KC0644'GROUND.  STATION HEATHER (SEE DESCRIPTION THEREOF) IS 111.304
 KC0644'METERS FROM STATION N 87 DEG 08 MIN W.
 KC0644'
 KC0644'NOTE- L.E. SHMIDL SAYS MARK LOCATED BY U.S.C. AND G.S. WAS FOUND
 KC0644'TO BE THE REFERENCE MARK.  THE M.R.C. STATION WAS COMPUTED FROM
 KC0644'THIS AND LISTED.
 KC0644
 KC0644                          STATION RECOVERY (1972)
 KC0644
 KC0644'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (JKK)
 KC0644'U.S. RECOVERED FAIR.
 KC0644'
 KC0644'ABOUT 5 MILES EAST OF PALMYRA, 6 MILES NORTHWEST OF HANNIBAL, ON
 KC0644'LAND OWNED BY DR. REED D.D.S., QUINCY, ILLINOIS, ON HIGHEST PART OF
 KC0644'RIDGE, IN WOODS.  TO REACH FROM HANNIBAL FOLLOW BLUFF ROAD
 KC0644'NORTHWEST TO FORK WHICH IS 0.9 MILE BEYOND HELTON STATION ON
 KC0644'CHICAGO BURLINGTON AND QUINCY RAILROAD, TURN LEFT AND FOLLOW OIL
 KC0644'ROAD UP HOLLOW 0.6 MILE, TO GATE ON RIGHT, TURN RIGHT CONTINUE
 KC0644'ON OLD WAGON ROAD, WHICH LEADS UP DRAW TO NORTH.  AT TOP OF DRAW
 KC0644'TURN RIGHT AT FORK IN WAGON TRAIL, AND CONTINUE TO TOP OF RIDGE
 KC0644'AND STATION SITE.  STATION IS APPROXIMATELY 0.3 MILE FROM GATE.
 KC0644'FROM STATION HEATHER 1931 CONTINUE ON WAGON ROAD FOR .05
 KC0644'MILE TO WITNESS POST IN ROAD.  MARKER IS 4 FEET EAST OF POST AND
 KC0644'PROJECTS 13 FEET.
 KC0644'
 KC0644'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 KC0644'PALMYRA, MO.
 KC0644
 KC0644                          STATION RECOVERY (1973)
 KC0644
 KC0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KC0644'THE STONE POST WAS FOUND PROJECTING 18 INCHES AND TILTED, AN
 KC0644'UNDERGROUND MARK WAS SEARCHED FOR AND NOT FOUND, THIS STONE MARK
 KC0644'WAS REMOVED THIS DATE AS IT WAS IN CONSTRUCTION AREA FOR AN
 KC0644'ANTENNA TESTING SITE.  TRIANGULATION STATION HEATHER 2 WAS
 KC0644'ESTABLISHED THIS DATE BY TRAVERSE METHOD FROM TRIANGULATION
 KC0644'STATION HEATHER 1931.
 KC0644'
 KC0644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 KC0644'EAST OF PALMYRA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0645 ***********************************************************************
 KC0645  DESIGNATION -  HEATHER
 KC0645  PID         -  KC0645
 KC0645  STATE/COUNTY-  MO/MARION
 KC0645  USGS QUAD   -  QUINCY SW (1996)
 KC0645
 KC0645                         *CURRENT SURVEY CONTROL
 KC0645  ___________________________________________________________________
 KC0645* NAD 83(1997)-  39 47 20.48894(N)    091 26 19.58959(W)     ADJUSTED  
 KC0645* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 KC0645  ___________________________________________________________________
 KC0645  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 KC0645  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0645
 KC0645  HORZ ORDER  -  FIRST
 KC0645
 KC0645.The horizontal coordinates were established by classical geodetic methods
 KC0645.and adjusted by the National Geodetic Survey in February 2000..
 KC0645
 KC0645.The orthometric height was scaled from a topographic map.
 KC0645
 KC0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0645
 KC0645.The geoid height was determined by GEOID03.
 KC0645
 KC0645;                    North         East     Units Scale Factor Converg.
 KC0645;SPC MO E     -   439,446.441   169,592.924   MT  1.00001290   -0 36 02.9
 KC0645;SPC IL W     -   347,338.195   591,040.965   MT  1.00008729   -0 48 51.1
 KC0645;SPC IL W     - 1,139,558.73  1,939,106.90   sFT  1.00008729   -0 48 51.1
 KC0645;UTM  15      - 4,405,507.151   633,677.963   MT  0.99982000   +0 59 57.4
 KC0645
 KC0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0645!SPC MO E     -   0.99997216  x   1.00001290  =   0.99998506
 KC0645!SPC IL W     -   0.99997216  x   1.00008729  =   1.00005945
 KC0645!UTM  15      -   0.99997216  x   0.99982000  =   0.99979217
 KC0645
 KC0645                          SUPERSEDED SURVEY CONTROL
 KC0645
 KC0645  NAD 83(1997)-  39 47 20.48897(N)    091 26 19.58950(W) AD(       ) 1
 KC0645  NAD 83(1997)-  39 47 20.49104(N)    091 26 19.58825(W) AD(       ) 1
 KC0645  NAD 83(1986)-  39 47 20.49558(N)    091 26 19.58995(W) AD(       ) 1
 KC0645  NAD 27      -  39 47 20.32900(N)    091 26 19.04200(W) AD(       ) 1
 KC0645
 KC0645.Superseded values are not recommended for survey control.
 KC0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0645.See file dsdata.txt to determine how the superseded data were derived.
 KC0645
 KC0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE3367805507(NAD 83)
 KC0645_MARKER: DS = TRIANGULATION STATION DISK
 KC0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KC0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0645+STABILITY: SURFACE MOTION
 KC0645
 KC0645  HISTORY     - Date     Condition        Report By
 KC0645  HISTORY     - 1931     MONUMENTED       CGS
 KC0645  HISTORY     - 1967     MARK NOT FOUND   CGS
 KC0645  HISTORY     - 1972     GOOD             ILDT
 KC0645  HISTORY     - 1973     GOOD             NGS
 KC0645
 KC0645                          STATION DESCRIPTION
 KC0645
 KC0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0645'ABOUT 5 MILES EAST OF PALMYRA, 6 MILES NORTHWEST OF HANNIBAL, ON
 KC0645'LAND OWNED BY THE BIER ESTATE, ON HIGHEST PART OF RIDGE JUST
 KC0645'NORTH OF FORK IN MEADOW LAND (PART RUNNING EAST AND PART
 KC0645'RUNNING SOUTHEAST).  TO REACH FROM HANNIBAL, FOLLOW BLUFF ROAD
 KC0645'NORTHWEST TO FORK WHICH IS 0.9 MILE BEYOND HELTON STATION ON
 KC0645'CHICAGO, BURLINGTON AND QUINCY RAILROAD, FOLLOW FORK UP HOLLOW
 KC0645'0.6 MILE, CONTINUE ON OLD WAGON ROAD WHICH LEADS UP DRAW TO
 KC0645'NORTH, AND CONTINUE TO TOP OF RIDGE AND STATION SITE.
 KC0645'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 KC0645'IN CONCRETE.  UPPER MARK IS 9 INCHES
 KC0645'BELOW SURFACE.  STATION HEATHER (M.R.C.) (SEE DESCRIPTION
 KC0645'THEREOF) IS 111.304 METERS FROM STATION S 87 DEG 08 MIN E.
 KC0645'BEARING FROM STATION TO FINIAL ON DOME OF
 KC0645'COURTHOUSE IN QUINCY IS N 09 DEG 29 MIN E.
 KC0645
 KC0645                          STATION RECOVERY (1967)
 KC0645
 KC0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 KC0645'THIS STATION WAS NOT RECOVERED.  IT WAS THOUGHT TO BE IN AN
 KC0645'ALFALFA FIELD TO THE EAST OF A FARMHOUSE BUT RECOVERY WOULD BE
 KC0645'DIFFICULT.  HEATHER (M.R.C.) WAS NOT RECOVERED BUT IT MAY STILL
 KC0645'BE IN PLACE.
 KC0645'
 KC0645'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 KC0645'EAST OF PALMYRA.
 KC0645
 KC0645                          STATION RECOVERY (1972)
 KC0645
 KC0645'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (JKK)
 KC0645'HEATHER 1931 RECOVERED GOOD.
 KC0645'
 KC0645'SEE ATT. NOTE FOR NOW TO REACH.
 KC0645'
 KC0645'ABOUT 5 MILES EAST OF PALMYRA, 6 MILES NORTHWEST OF HANNIBAL, ON
 KC0645'LAND OWNED BY DR. REED D.D.S., QUINCY, ILLINOIS, ON HIGHEST PART OF
 KC0645'RIDGE, IN WOODS.  TO REACH FROM HANNIBAL FOLLOW BLUFF ROAD
 KC0645'NORTHWEST OF FORK WHICH IS 0.9 MILE BEYOND HELTON STATION ON
 KC0645'CHICAGO BURLINGTON AND QUINCY RAILROAD, TURN LEFT AND FOLLOW OIL
 KC0645'ROAD UP HOLLOW 0.6 MILE, TO GATE ON RIGHT, TURN RIGHT CONTINUE
 KC0645'ON OLD WAGON ROAD, WHICH LEADS UP DRAW TO NORTH.  AT TOP OF DRAW
 KC0645'TURN RIGHT AT FORK IN WAGON TRAIL, AND CONTINUE TO TOP RIDGE AND
 KC0645'STATION SITE.  STATION IS APPROXIMATELY 0.3 MILE FROM GATE.
 KC0645'
 KC0645'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 KC0645'PALMYRA, MO.
 KC0645
 KC0645                          STATION RECOVERY (1973)
 KC0645
 KC0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KC0645'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE
 KC0645'TO CONSTRUCTION OF AN ANTENNA TESTING SITE AT THE STATION SITE
 KC0645'AREA, TRIANGULATION STATION HEATHER 2 WAS ESTABLISHED.  THE
 KC0645'ORIGINAL STATION MARK WAS LEFT INTACT AND A RIDGE OF DIRT 8 FEET
 KC0645'HIGH WILL BE PLACED ON TOP THE MARK.  BEING THE ANGLE BETWEEN THE
 KC0645'PAYSON CHURCH SPIRE 1931 AND THE QUINCY MUNICIPAL WATER TANK
 KC0645'1931 DID NOT CHECK THE 1931 DATA VERY CLOSE, THE WATER
 KC0645'DEPARTMENT AT QUINCY AND A TRUSTEE OF THE CHURCH AT PAYSON
 KC0645'WERE CONTACTED FOR INFORMATION OF ABOVE OBJECTS.  THE TANK AT
 KC0645'QUINCY WAS BUILT IN 1917 AND IS STILL IN ITS ORIGINAL
 KC0645'POSITION, HOWEVER THE TANK WILL BE REMOVED WITHIN THE NEXT YEAR,
 KC0645'THE OLD CHURCH SPIRE WAS REMOVED SEVERAL YEARS AGO AND A NEW
 KC0645'SPIRE WAS ERRECTED AND SHOULD BE NEAR THE SAME POSITION AS THE
 KC0645'SAME BASE WAS USED.
 KC0645'
 KC0645'STATION HEATHER M.R.C. 1881 WAS RECOVERED PROJECTING 18 INCHES
 KC0645'AND TILTED, AN UNDERGROUND MARK WAS SEARCHED FOR AND NOT FOUND,
 KC0645'THIS STONE MARK WAS REMOVED AS WAS IN CONSTRUCTION AREA ALSO.
 KC0645'
 KC0645'SEE THE DESCRIPTION FOR TRIANGULATION HEATHER 2 THEREOF-
 KC0645'
 KC0645'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 KC0645'EAST OF PALMYRA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0646 ***********************************************************************
 KC0646  DESIGNATION -  HEATHER 2
 KC0646  PID         -  KC0646
 KC0646  STATE/COUNTY-  MO/MARION
 KC0646  USGS QUAD   -  QUINCY SW (1996)
 KC0646
 KC0646                         *CURRENT SURVEY CONTROL
 KC0646  ___________________________________________________________________
 KC0646* NAD 83(1997)-  39 47 19.48737(N)    091 26 20.70435(W)     ADJUSTED  
 KC0646* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 KC0646  ___________________________________________________________________
 KC0646  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 KC0646  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0646
 KC0646  HORZ ORDER  -  THIRD
 KC0646
 KC0646.The horizontal coordinates were established by classical geodetic methods
 KC0646.and adjusted by the National Geodetic Survey in February 2000..
 KC0646.No horizontal observational check was made to the station.
 KC0646
 KC0646.The orthometric height was scaled from a topographic map.
 KC0646
 KC0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0646
 KC0646.The geoid height was determined by GEOID03.
 KC0646
 KC0646;                    North         East     Units Scale Factor Converg.
 KC0646;SPC MO E     -   439,415.831   169,566.077   MT  1.00001295   -0 36 03.6
 KC0646;SPC IL W     -   347,307.682   591,014.003   MT  1.00008736   -0 48 51.7
 KC0646;SPC IL W     - 1,139,458.62  1,939,018.44   sFT  1.00008736   -0 48 51.7
 KC0646;UTM  15      - 4,405,475.808   633,651.986   MT  0.99981991   +0 59 56.6
 KC0646
 KC0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0646!SPC MO E     -   0.99997216  x   1.00001295  =   0.99998511
 KC0646!SPC IL W     -   0.99997216  x   1.00008736  =   1.00005952
 KC0646!UTM  15      -   0.99997216  x   0.99981991  =   0.99979208
 KC0646
 KC0646|---------------------------------------------------------------------|
 KC0646| PID    Reference Object                     Distance      Geod. Az  |
 KC0646|                                                           dddmmss.s |
 KC0646| KC0645 HEATHER                              40.715 METERS 04039     |
 KC0646| KC0626 PAYSON CHURCH SPIRE                 APPROX.17.3 KM 0792358.3 |
 KC0646| CL9485 HEATHER 2 RM 1                       18.653 METERS 16150     |
 KC0646| CL9486 HEATHER 2 RM 2                       18.964 METERS 20411     |
 KC0646|---------------------------------------------------------------------|
 KC0646
 KC0646                          SUPERSEDED SURVEY CONTROL
 KC0646
 KC0646  NAD 83(1997)-  39 47 19.48740(N)    091 26 20.70426(W) AD(       ) 3
 KC0646  NAD 83(1997)-  39 47 19.48947(N)    091 26 20.70301(W) AD(       ) 3
 KC0646  NAD 83(1986)-  39 47 19.49401(N)    091 26 20.70470(W) AD(       ) 3
 KC0646  NAD 27      -  39 47 19.32748(N)    091 26 20.15674(W) AD(       ) 3
 KC0646
 KC0646.Superseded values are not recommended for survey control.
 KC0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0646.See file dsdata.txt to determine how the superseded data were derived.
 KC0646
 KC0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE3365205476(NAD 83)
 KC0646_MARKER: DS = TRIANGULATION STATION DISK
 KC0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KC0646
 KC0646  HISTORY     - Date     Condition        Report By
 KC0646  HISTORY     - 1973     MONUMENTED       NGS
 KC0646
 KC0646                          STATION DESCRIPTION
 KC0646
 KC0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KC0646'THE STATION IS LOCATED ABOUT 5 MILES EAST OF PALMYRA AND 6
 KC0646'MILES NORTHWEST OF HANNIBAL, ON PROPERTY OWNED BY A DR. REED
 KC0646'OF HANNIBAL.
 KC0646'
 KC0646'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF
 KC0646'US HIGHWAYS 36 AND 61 AT HANNIBAL, GO NORTHWEST ON HIGHWAY 61
 KC0646'FOR 1.5 MILES TO STATE HIGHWAY 168 ON THE RIGHT.  TURN
 KC0646'RIGHT AND GO NORTHERLY ON HIGHWAY 168 FOR 4.45 MILES TO
 KC0646'COUNTY ROAD 187 ON THE LEFT.  TURN LEFT AND GO NORTHWESTERLY
 KC0646'ON ROAD 187 FOR 0.75 MILE TO A CONCRETE BOX CULVERT AND A
 KC0646'ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY, UPHILL FOR
 KC0646'0.3 MILE TO TOP OF HILL AND AN ANTENNA TESTING SITE AND
 KC0646'THE STATION ON THE RIGHT, ALONG THE SOUTH SIDE OF THE RIDGE,
 KC0646'AND AT THE ENTRANCE INTO A SMALL CLEARING.  (WHEN THE RIDGE
 KC0646'WAS CLEARED OFF, THE TREES WERE PILED IN A LINE ALONG THE
 KC0646'SOUTH SIDE OF THE RIDGE AND THE OPENING WAS MADE WITH A
 KC0646'BULLDOZER TO THE CLEARING.)
 KC0646'
 KC0646'THE STATION MARKS ARE STANDARD DISKS STAMPED HEATHER 2 1973.
 KC0646'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 KC0646'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND
 KC0646'SURFACE.  IT IS 6.5 FEET EAST-NORTHEAST OF A 10-INCH TREE,
 KC0646'1 FOOT EAST OF A METAL WITNESS POST, ABOUT MIDWAY OF THE RIDGE
 KC0646'AND AT NORTH EDGE OF SMALL GRASSY CLEARING AND IN THE OPENING
 KC0646'OF THE LINE OF PILED UP TREES AND BRUSH.  THE UNDERGROUND
 KC0646'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 KC0646'THE GROUND SURFACE.
 KC0646'
 KC0646'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HEATHER 2 NO. 1
 KC0646'1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 KC0646'WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 KC0646'PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS IN THE
 KC0646'GRASSY CLEARED AREA AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KC0646'
 KC0646'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HEATHER 2 NO 2
 KC0646'1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A
 KC0646'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE
 KC0646'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS IN THE GRASSY
 KC0646'CLEARED AREA AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KC0646'
 KC0646'NOTE- NO VISIBLE SITE TO ESTABLISH AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1151 ***********************************************************************
 KD1151  DESIGNATION -  HECKMAN
 KD1151  PID         -  KD1151
 KD1151  STATE/COUNTY-  MO/LINN
 KD1151  USGS QUAD   -  BROOKFIELD (1984)
 KD1151
 KD1151                         *CURRENT SURVEY CONTROL
 KD1151  ___________________________________________________________________
 KD1151* NAD 83(1997)-  39 47 16.49465(N)    093 05 58.65901(W)     ADJUSTED  
 KD1151* NAVD 88     -       252.2    (meters)     827.     (feet)  VERTCON   
 KD1151  ___________________________________________________________________
 KD1151  X           -    -265,385.860 (meters)                     COMP
 KD1151  Y           -  -4,900,799.530 (meters)                     COMP
 KD1151  Z           -   4,060,059.315 (meters)                     COMP
 KD1151  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 KD1151  ELLIP HEIGHT-         219.99  (meters)          (02/17/00) GPS OBS
 KD1151  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD1151
 KD1151  HORZ ORDER  -  FIRST
 KD1151  ELLP ORDER  -  FOURTH    CLASS I
 KD1151
 KD1151.The horizontal coordinates were established by classical geodetic methods
 KD1151.and adjusted by the National Geodetic Survey in February 2000..
 KD1151
 KD1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1151
 KD1151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1151
 KD1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1151
 KD1151.The ellipsoidal height was determined by GPS observations
 KD1151.and is referenced to NAD 83.
 KD1151
 KD1151.The geoid height was determined by GEOID03.
 KD1151
 KD1151;                    North         East     Units Scale Factor Converg.
 KD1151;SPC MO C     -   439,073.669   448,640.685   MT  0.99996580   -0 23 01.5
 KD1151;UTM  15      - 4,404,223.056   491,469.574   MT  0.99960090   -0 03 49.5
 KD1151
 KD1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1151!SPC MO C     -   0.99996549  x   0.99996580  =   0.99993129
 KD1151!UTM  15      -   0.99996549  x   0.99960090  =   0.99956640
 KD1151
 KD1151|---------------------------------------------------------------------|
 KD1151| PID    Reference Object                     Distance      Geod. Az  |
 KD1151|                                                           dddmmss.s |
 KD1151| CL9498 HECKMAN RM 5                         26.950 METERS 05105     |
 KD1151| CL9496 HECKMAN RM 3                         30.050 METERS 05815     |
 KD1151| KD1150 BROOKFIELD CITY STANDPIPE           APPROX. 2.2 KM 0671932.4 |
 KD1151| CL9494 HECKMAN RM 1                        114.556 METERS 07819     |
 KD1151| KD1154 HECKMAN AZ MK 3                     APPROX. 0.6 KM 0844742.1 |
 KD1151| KD1149 BROOKFIELD CATHOLIC CH SPIRE        APPROX. 2.0 KM 0900221.7 |
 KD1151| KD1147 BROOKFIELD BROWN SHOE FACT STK      APPROX. 3.0 KM 0935830.2 |
 KD1151| KD1148 BROOKFIELD ELEC PWR PLANT STK       APPROX. 1.8 KM 0971809.4 |
 KD1151| KD1133 MARCELINE MUNICIPAL TANK            APPROX.15.7 KM 1192034.3 |
 KD1151| KD1136 MARCELINE MASONRY SMOKESTACK        APPROX.15.3 KM 1205640.8 |
 KD1151| CL9492 HECKMAN AZ MK                                      2075426.1 |
 KD1151| CL9493 HECKMAN AZ MK RESET                                2075420.1 |
 KD1151| CL9499 HECKMAN RM 6                         27.330 METERS 30111     |
 KD1151| CL9497 HECKMAN RM 4                         16.337 METERS 33157     |
 KD1151| CL9495 HECKMAN RM 2                         16.440 METERS 33222     |
 KD1151|---------------------------------------------------------------------|
 KD1151
 KD1151                          SUPERSEDED SURVEY CONTROL
 KD1151
 KD1151  NAD 83(1997)-  39 47 16.49466(N)    093 05 58.65910(W) AD(       ) 1
 KD1151  NAD 83(1986)-  39 47 16.49629(N)    093 05 58.66193(W) AD(       ) 1
 KD1151  NAD 27      -  39 47 16.41000(N)    093 05 57.93550(W) AD(       ) 1
 KD1151  NGVD 29 (10/04/91)  252.2    (m)          827.     (f) GPS OBS        
 KD1151
 KD1151.Superseded values are not recommended for survey control.
 KD1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1151.See file dsdata.txt to determine how the superseded data were derived.
 KD1151
 KD1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE9147004223(NAD 83)
 KD1151_MARKER: DS = TRIANGULATION STATION DISK
 KD1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1151_SP_SET: CONCRETE POST
 KD1151_STAMPING: HECKMAN 1928
 KD1151_MARK LOGO: CGS   
 KD1151_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KD1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1151+STABILITY: SURFACE MOTION
 KD1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1151+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1991
 KD1151
 KD1151  HISTORY     - Date     Condition        Report By
 KD1151  HISTORY     - 1928     MONUMENTED       CGS
 KD1151  HISTORY     - 1928     GOOD             CGS
 KD1151  HISTORY     - 1935     GOOD             CGS
 KD1151  HISTORY     - 1948     GOOD             CGS
 KD1151  HISTORY     - 1963     GOOD             MOHC
 KD1151  HISTORY     - 1966     GOOD             CGS
 KD1151  HISTORY     - 1974     GOOD             NGS
 KD1151  HISTORY     - 1979     GOOD             NGS
 KD1151  HISTORY     - 1979     GOOD             NGS
 KD1151  HISTORY     - 19910426 GOOD             NGS
 KD1151
 KD1151                          STATION DESCRIPTION
 KD1151
 KD1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 KD1151'ABOUT 1-1/2 MILES W OF BROOKFIELD NEAR NE CORNER OF SE 1/4 SEC.
 KD1151'2, T57N, R20W, ON LAND OWNED BY O.H. HECKMAN.  THE STATION IS
 KD1151'1/8 MILE E OF HECKMANS HOUSE, 102 METERS (335 FEET) W OF ROAD
 KD1151'INTERSECTION, 8.6 METERS (28 FEET) S OF CENTER LINE OF ONE
 KD1151'HALF-SECTION-LINE ROAD, AND 0.50 METERS (1.6 FEET) N OF FENCE.
 KD1151'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 KD1151'IN CONCRETE.  LOWER MARK IS 5 FEET BELOW SURFACE OF GROUND.
 KD1151'
 KD1151'REFERENCE MARK 1 IS 9.9 METERS (32 FEET) N OF THE E-W ROAD, 9.8
 KD1151'METERS (32 FEET) E OF N-S ROAD IN FENCE LINE, AND 114.55 METERS
 KD1151'(375.8 FEET) SLOPE DISTANCE FROM STATION.
 KD1151'REFERENCE MARK 2 IS 6.65 METERS (21.8 FEET) N
 KD1151'OF CENTER LINE OF ROAD, 1.30 METERS (4.3 FEET) S OF FENCE, AND
 KD1151'16.435 METERS (53.92 FEET) FROM STATION N 27 DEG 38 MIN W.
 KD1151'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 KD1151'CONCRETE.
 KD1151
 KD1151                          STATION RECOVERY (1928)
 KD1151
 KD1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 KD1151'RECOVERED IN GOOD CONDITION.
 KD1151
 KD1151                          STATION RECOVERY (1935)
 KD1151
 KD1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1151'THE STATION WAS FOUND IN GOOD CONDITION 1/2 MILE N OF U.S.
 KD1151'HIGHWAY 36.  DESCRIPTION SHOULD READ- 338 FEET E OF E SIDE OF
 KD1151'HECKMAN HOUSE PORCH.
 KD1151'
 KD1151'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION AS DESCRIBED.
 KD1151'
 KD1151'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION AS DESCRIBED, 371
 KD1151'FEET W OF CENTER LINE OF N-S SECTION-LINE ROAD.
 KD1151'
 KD1151'ALL OTHER OLD TIES STILL HOLD.
 KD1151
 KD1151                          STATION RECOVERY (1948)
 KD1151
 KD1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1151'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 KD1151'CONDITION.  THE 1928 LOCALITY DESCRIPTION BY E.O.H. IS ADEQUATE.
 KD1151'A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE SET.  REFERENCE
 KD1151'MARK NO. 2 WAS TOO CLOSE TO TOWER TO BE CHECKED.
 KD1151'
 KD1151'REFERENCE MARK NO. 3 IS 98.59 FEET NORTHEAST OF THE STATION, 21
 KD1151'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 4 FEET SOUTH OF THE
 KD1151'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KD1151'HECKMAN NO 3 1948.
 KD1151'
 KD1151'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHWEST OF THE STATION, 28
 KD1151'FEET NORTH OF THE CENTERLINE OF HIGHWAY 36, 2 FEET WEST OF A
 KD1151'POWERLINE POLE AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 KD1151'6 INCHES AND THE DISK IS STAMPED HECKMAN 1948.
 KD1151'
 KD1151'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE AS
 KD1151'DESCRIBED.
 KD1151'
 KD1151'TO REACH THE JUNCTION OF US HIGHWAY 36 AND STATE HIGHWAYS 11 AND
 KD1151'5 JUST SOUTH OF THE RAILROAD UNDER PASS IN BROOKFIELD, GO WEST
 KD1151'ON HIGHWAY 36 1.4 MILE TO CROSSROADS, (CONTINUE STRAIGHT AHEAD
 KD1151'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT) TURN RIGHT 0.5
 KD1151'MILE TO CROSSROADS, TURN LEFT WEST 0.05 MILE TO THE STATION ON
 KD1151'THE LEFT.
 KD1151'
 KD1151'THE AZIMUTH MARK IS V.G. IF THERE IS NO CROPS IN THE FIELD.
 KD1151'
 KD1151'THE 1948 DIRECTION TO REFERENCE MARK NO. 1 WAS CHECKED AND FOUND
 KD1151'TO BE CORRECT.
 KD1151'
 KD1151'AN 87 FOOT SIGNAL AT BUCKLIN, WESTVILLE IS VISIBLE AT 50 FEET.
 KD1151'
 KD1151'A 100 FOOT SIGNAL AT BOSTON IS VISIBLE AT 50 FEET.
 KD1151'
 KD1151'A 100 FOOT SIGNAL AT PURDIN 1928 AND LINN IS VISIBLE AT 37 FEET.
 KD1151'
 KD1151'AN 87 FOOT SIGNAL AT LACLEDE AND GRAHAM IS VISIBLE AT 20 FEET.
 KD1151'
 KD1151'A 100 FOOT SIGNAL AT CAMPFIELD 1928 IS VISIBLE AT 20 FEET.
 KD1151'
 KD1151'A 74 FOOT SIGNAL AT MARCELINE AND LOCUST IS VISIBLE AT 37 FEET.
 KD1151'
 KD1151'A 4 FOOT SIGNAL AT ROTH IS VISIBLE AT 20 FEET.
 KD1151'
 KD1151'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 KD1151
 KD1151                          STATION RECOVERY (1963)
 KD1151
 KD1151'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1963 (PEC)
 KD1151'STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2 HAS BEEN
 KD1151'DESTROYED.  AZIMUTH MARK HAS BEEN HIT BY MOTOR GRADER.
 KD1151
 KD1151                          STATION RECOVERY (1966)
 KD1151
 KD1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1151'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 KD1151'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 KD1151'WERE FOUND TILTED OUT OF POSITION.  REFERENCE MARK NO. 3 WAS NOT
 KD1151'RECOVERED AND IT IS ASSUMED THE MARK HAS BEEN DESTROYED.  THE
 KD1151'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 WERE VERIFIED.
 KD1151'
 KD1151'REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE SET.
 KD1151'
 KD1151'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KD1151'
 KD1151'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF BROOKFIELD, NEAR
 KD1151'THE SOUTHEAST QUARTER OF SECTION 2, T 57 N, R 20 W, AND ON THE
 KD1151'SOUTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED ROAD.
 KD1151'
 KD1151'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY 36
 KD1151'AND STATE HIGHWAY 11, JUST SOUTH OF THE RAILROAD UNDERPASS IN
 KD1151'BROOKFIELD, GO WEST ON BUSINESS U.S. HIGHWAY 36 FOR 1.4 MILES
 KD1151'TO A CROSSROAD.  (CONTINUE WEST ON BUSINESS U.S. HIGHWAY 36 FOR
 KD1151'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO
 KD1151'NORTH ON A GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT
 KD1151'AND GO WEST ON A GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON
 KD1151'THE LEFT.
 KD1151'
 KD1151'THE STATION MARK, A STANDARD DISK STAMPED HECKMAN 1928, IS SET
 KD1151'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 KD1151'IT IS 46 FEET EAST OF A TELEPHONE POLE, 28 FEET SOUTH OF THE
 KD1151'CENTER OF A GRAVELED ROAD, 1 FOOT WEST OF A METAL WITNESS POST,
 KD1151'AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  THE UNDERGROUND MARK
 KD1151'WAS NOT INSPECTED.
 KD1151'
 KD1151'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HECKMAN NO 1 1928,
 KD1151'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1
 KD1151'INCH.  IT IS 34 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 KD1151'ROAD, 28 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 KD1151'ROAD, 15 FEET EAST OF A TELEPHONE POLE, IN THE NORTHEAST ANGLE
 KD1151'OF A CROSSROAD, AND NEAR THE SOUTHWEST CORNER OF A YARD.
 KD1151'
 KD1151'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HECKMAN NO 4 1928,
 KD1151'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KD1151'THE SURFACE OF THE GROUND.  IT IS 23 FEET NORTH OF THE CENTER OF
 KD1151'THE EAST-WEST GRAVELED ROAD, 14.5 FEET EAST-SOUTHEAST OF A
 KD1151'POWERLINE POLE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 KD1151'
 KD1151'AZIMUTH MARK, A STANDARD DISK STAMPED HECKMAN 1948 RESET 1966,
 KD1151'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KD1151'THE SURFACE OF THE GROUND.  IT IS 102 FEET SOUTH OF THE SOUTHEAST
 KD1151'CORNER OF MR. DALE JOHNSONS BRICK HOUSE, 28.5 FEET NORTH OF THE
 KD1151'CENTER OF BUSINESS U.S. HIGHWAY 36, AND 35 FEET WEST OF THE
 KD1151'CENTER OF THE DRIVEWAY LEADING TO THE BRICK HOUSE.
 KD1151
 KD1151                          STATION RECOVERY (1974)
 KD1151
 KD1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KD1151'THE STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK 1948 RESET
 KD1151'1966 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND THE MARKS ARE IN
 KD1151'GOOD CONDITION.  THIS STATION WAS OCCUPIED THIS DATE TO VERIFY
 KD1151'THE 1966 OBSERVATIONS.  THE BROOKFIELD CATHOLIC CHURCH SPIRE
 KD1151'1928 IS OBSTRUCTED BY A HEDGE ROW.  THE 1966 DESCRIPTION OF THE
 KD1151'ROUTE TO REACH THE STATION AND THE AZIMUTH MARK ARE ADEQUATE.
 KD1151'
 KD1151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES
 KD1151'WEST OF BROOKFIELD.
 KD1151
 KD1151                          STATION RECOVERY (1979)
 KD1151
 KD1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KD1151'SURFACE STATION MARK, REFERENCE MARKS 1, 5, 6 AND THE 1979 AZIMUTH
 KD1151'MARK WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN AUGUST OF
 KD1151'1979.  AT THE TIME OF THAT OCCUPATION THE INFORMATION CONCERNING THE
 KD1151'AZIMUTH MARK RESET 1966 AND REFERENCE MARK 4 WAS NOT AVAILABLE.  BOTH
 KD1151'MARKS WERE RECOVERED THIS DATE.  THE AZIMUTH MARK RESET 1966 WOULD
 KD1151'HAVE BEEN DESTROYED IN THE NEAR FUTURE, DUE TO ROAD CONSTRUCTION,
 KD1151'THEREFORE IT WAS DESTROYED THIS DATE SINCE A NEW AZIMUTH HAD ALREADY
 KD1151'BEEN ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 4 WAS 0.02 FOOT
 KD1151'SHORTER THAN PREVIOUS DATA.  FOLLOWING ARE NEW MEASUREMENTS TO LOCAL
 KD1151'OBJECTS FOR REFERENCE MARK 4.
 KD1151'
 KD1151'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---HECKMAN NO 4 1928---
 KD1151'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE
 KD1151'GROUND SURFACE.  IT IS 97.3 FEET WEST OF THE WEST ONE OF TWO, CLOSE
 KD1151'SET, POWERLINE POLES, 54.2 FEET EAST OF ANOTHER POWERLINE POLE, 22.0
 KD1151'FEET NORTH OF THE CENTERLINE OF THE ROAD AND ABOUT 1-1/2 FEET LOWER
 KD1151'THAN THE STATION.
 KD1151
 KD1151                          STATION RECOVERY (1979)
 KD1151
 KD1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KD1151'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE
 KD1151'RECOVERED.  REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE NOT
 KD1151'RECOVERED.  REFERENCE MARK 1 APPEARS TO BE LEANING TO THE SOUTH AND
 KD1151'MAY HAVE BEEN DISTURBED BY BURIED CABLE LAYING OPERATIONS, HOWEVER,
 KD1151'THE SLOPE DISTANCE TO THE MARK AGREED WITH 1948 DATA.  NO OLD
 KD1151'LANDMARKS WERE GROUND VISIBLE TO VERIFY THE DIRECTION TO THIS
 KD1151'MARK.  REFERENCE MARKS 5, 6 AND A NEW AZIMUTH MARK WERE
 KD1151'ESTABLISHED.  A POLARIS OBSERVATION WAS TAKEN TO THE NEW AZIMUTH
 KD1151'MARK.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KD1151'
 KD1151'THE STATION IS LOCATED AT THE WEST EDGE OF BROOKFIELD, ABOUT 1 MILE
 KD1151'NORTH OF U.S. HIGHWAY 36, ON THE SOUTH RIGHT-OF-WAY OF A GRAVELED
 KD1151'COUNTY ROAD AND ABOUT 150 YARDS NORTHWEST OF AN ELECTRICAL
 KD1151'SUBSTATION.
 KD1151'
 KD1151'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND
 KD1151'BUSINESS ROUTE, U.S. HIGHWAY 36, ABOUT 1/2 BLOCKS SOUTH OF THE
 KD1151'RAILROAD UNDERPASS IN BROOKFIELD, GO WEST ON BUSINESS ROUTE 36, HELM
 KD1151'STREET, FOR 1.4 MILES TO A PAVED CROSSROAD. TURN RIGHT AND GO NORTH
 KD1151'FOR 0.5 MILE TO A GRAVELED CROSSROAD AND REFERENCE MARK 1 AT THE
 KD1151'NORTHEAST ANGLE OF THE INTERSECTION.  TURN LEFT AND GO WEST FOR 0.05
 KD1151'MILE TO THE STATION ON THE LEFT.
 KD1151'
 KD1151'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.35 MILE TO
 KD1151'THE MARK ON THE LEFT.
 KD1151'
 KD1151'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---HECKMAN 1928---
 KD1151'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 KD1151'THE GROUND.  IT IS 92.5 FEET SOUTHEAST OF A POWERLINE POLE, 90.5 FEET
 KD1151'SOUTHWEST OF THE WEST ONE OF 2, CLOSE SET, POLES, 26.0 FEET SOUTH OF
 KD1151'THE CENTERLINE OF THE ROAD AND 1.0 FOOT NORTH OF A WITNESS POST.  THE
 KD1151'UNDERGROUND MARK WAS NOT INSPECTED.
 KD1151'
 KD1151'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---HECKMAN NO 1 1928---
 KD1151'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 33.0
 KD1151'FEET EAST OF THE CENTERLINE OF A NORTH/SOUTH ROAD AND 27.0 FEET NORTH
 KD1151'OF AN EAST/WEST ROAD.  THE DISTANCE TO THIS MARK WAS MEASURED
 KD1151'ELECTRONICALLY.
 KD1151'
 KD1151'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED---HECKMAN 1928 NO 6
 KD1151'1979--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 KD1151'INCHES.  IT IS 25.0 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 2.8
 KD1151'FEET EAST OF A POWERLINE POLE.
 KD1151'
 KD1151'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---HECKMAN 1928 NO 5
 KD1151'1979--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5
 KD1151'INCHES.  IT IS 25.0 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 3.0
 KD1151'FEET WEST OF THE WEST ONE OF TWO, CLOSE SET, POLES.
 KD1151'
 KD1151'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HECKMAN 1928 1979--- SET
 KD1151'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 KD1151'90.0 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 22.0 FEET NORTH OF THE
 KD1151'CENTERLINE OF THE ROAD, 3.0 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A
 KD1151'POWERLINE POLE NUMBERED 30 AND 1.8 FEET EAST OF A WITNESS POST.
 KD1151
 KD1151                          STATION RECOVERY (1991)
 KD1151
 KD1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KD1151'STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) WEST OF BROOKFIELD, ALONG A
 KD1151'GRAVEL ROAD, IN A GRASS STRIP BORDERING A HAY FIELD, ADJACENT TO AN
 KD1151'ELECTRIC SUBSTATION AND ON ROAD RIGHT-OF-WAY.  OWNERSHIP--STATE OF
 KD1151'MISSOURI DEPARTMENT OF TRANSPORTATION.
 KD1151'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAYS 5 AND
 KD1151'11 ON THE SOUTH SIDE OF BROOKFIELD, GO WEST ON HIGHWAY 36 AND STATE
 KD1151'ROUTE 5 FOR 2.33 KM (1.45 MI) TO A PAVED CROSSROAD.  TURN RIGHT,
 KD1151'NORTH, ON PERSHING ROAD FOR 1.03 KM (0.64 MI) TO A CROSSROAD. TURN
 KD1151'LEFT, WEST, ON LACLEDE AVENUE FOR 0.10 KM (0.06 MI) TO THE STATION ON
 KD1151'THE LEFT.
 KD1151'STATION IS SET IN THE TOP OF A 40-CM SQUARE CONCRETE POST PROJECTING 5
 KD1151'CM, LOCATED 102.0 M (334.6 FT) WEST OF THE ROAD JUNCTION, 7.9 M
 KD1151'(25.9 FT) SOUTH OF AND 1.0 M (3.3 FT) HIGHER THAN THE ROAD CENTER,
 KD1151'0.4 M (1.3 FT) WEST OF A METAL WITNESS POST, 36.3 M (119.1 FT)
 KD1151'NORTHWEST OF NORTHWEST CORNER OF FENCE AROUND SUBSTATION, 26.3 M
 KD1151'(86.3 FT) WEST OF A TELEPHONE POLE, 16.6 M (54.5 FT) EAST OF A 34-CM
 KD1151'HEDGEAPPLE TREE, AND 28.0 M (91.9 FT) SOUTHWEST OF A UTILITY POLE
 KD1151'ACROSS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1290 ***********************************************************************
 HD1290  DESIGNATION -  HEER
 HD1290  PID         -  HD1290
 HD1290  STATE/COUNTY-  MO/GREENE
 HD1290  USGS QUAD   -  SPRINGFIELD (1975)
 HD1290
 HD1290                         *CURRENT SURVEY CONTROL
 HD1290  ___________________________________________________________________
 HD1290* NAD 83(1997)-  37 12 33.26424(N)    093 17 34.92773(W)     ADJUSTED  
 HD1290* NAVD 88     -       446.0    (meters)    1463.     (feet)  GPS OBS   
 HD1290  ___________________________________________________________________
 HD1290  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 HD1290  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HD1290
 HD1290  HORZ ORDER  -  FIRST
 HD1290
 HD1290.The horizontal coordinates were established by classical geodetic methods
 HD1290.and adjusted by the National Geodetic Survey in February 2000..
 HD1290
 HD1290.The orthometric height was determined by GPS observations and a
 HD1290.high-resolution geoid model.
 HD1290
 HD1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1290
 HD1290.The geoid height was determined by GEOID03.
 HD1290
 HD1290;                    North         East     Units Scale Factor Converg.
 HD1290;SPC MO C     -   152,967.017   429,608.566   MT  0.99999435   -0 28 46.5
 HD1290;UTM  15      - 4,118,124.671   473,998.443   MT  0.99960833   -0 10 37.9
 HD1290
 HD1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1290!SPC MO C     -   0.99993460  x   0.99999435  =   0.99992895
 HD1290!UTM  15      -   0.99993460  x   0.99960833  =   0.99954295
 HD1290
 HD1290|---------------------------------------------------------------------|
 HD1290| PID    Reference Object                     Distance      Geod. Az  |
 HD1290|                                                           dddmmss.s |
 HD1290| CN6399 HEER RP 2                             8.770 METERS 04207     |
 HD1290| CN6400 HEER RP 3                             5.833 METERS 08052     |
 HD1290| CN6398 HEER RP 1                             6.685 METERS 35219     |
 HD1290| HD1284 REED                                APPROX. 2.8 KM 3585407.4 |
 HD1290|---------------------------------------------------------------------|
 HD1290
 HD1290                          SUPERSEDED SURVEY CONTROL
 HD1290
 HD1290  NAD 83(1997)-  37 12 33.26436(N)    093 17 34.92771(W) AD(       ) 1
 HD1290  NAD 83(1997)-  37 12 33.27715(N)    093 17 34.92826(W) AD(       ) 1
 HD1290  NAD 83(1986)-  37 12 33.27744(N)    093 17 34.92789(W) AD(       ) 1
 HD1290  NAD 27      -  37 12 33.09750(N)    093 17 34.25450(W) AD(       ) 1
 HD1290
 HD1290.Superseded values are not recommended for survey control.
 HD1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1290.See file dsdata.txt to determine how the superseded data were derived.
 HD1290
 HD1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7399818125(NAD 83)
 HD1290_MARKER: DS = TRIANGULATION STATION DISK
 HD1290_SETTING: 0 = UNSPECIFIED SETTING
 HD1290_STAMPING: HEER 1959
 HD1290_MARK LOGO: CGS   
 HD1290_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1290+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1990
 HD1290
 HD1290  HISTORY     - Date     Condition        Report By
 HD1290  HISTORY     - 1959     MONUMENTED       CGS
 HD1290  HISTORY     - 1960     GOOD             CGS
 HD1290  HISTORY     - 19900117 GOOD             MODNR
 HD1290
 HD1290                          STATION DESCRIPTION
 HD1290
 HD1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1290'THE STATION IS NEAR THE CENTER OF SPRINGFIELD AND NEAR THE
 HD1290'SOUTHWEST CORNER OF THE TOP OF THE HEER BUILDING.  THE STATION
 HD1290'MARK IS A STANDARD DISK STAMPED HEER 1959 FASTENED TO THE TOP
 HD1290'OF THE ROOF WITH BRASS SCREWS WITH A BRASS SCREW UNDER THE
 HD1290'CENTER OF THE DISK.  IT IS 28.80 FEET SOUTHWEST OF THE NORTHEAST
 HD1290'CORNER OF THE BUILDING, 21.93 FEET SOUTH OF THE NORTHWEST
 HD1290'CORNER OF THE BUILDING, 19.11 FEET WEST OF THE SOUTHEAST
 HD1290'CORNER OF THE BUILDING AND 4.61 FEET NORTHEAST OF THE
 HD1290'SOUTHWEST CORNER OF THE BUILDING.
 HD1290'
 HD1290'THE REFERENCE POINTS ARE THE HIGHEST POINTS OF THE TOP OF
 HD1290'THE LEDGE AT THE CORNERS OF THE BUILDING.
 HD1290'
 HD1290'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HD1290
 HD1290                          STATION RECOVERY (1960)
 HD1290
 HD1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1290'THE STATION MARK WAS RECOVERED AS DESCRIBED IN 1959 AND IN GOOD
 HD1290'CONDITION.  SINCE THERE WERE NO DEFINITE POINTS AT THE HIGHEST
 HD1290'POINTS OF THE CORNERS OF THE LEDGE TO MEASURE, THREE REFERENCE
 HD1290'POINTS WERE ESTABLISHED BY THIS PARTY.
 HD1290'
 HD1290'FOLLOWING IS A DESCRIPTION OF THE REFERENCE POINTS.
 HD1290'
 HD1290'REFERENCE POINT 1 IS A GALVANIZED SCREW EMBEDDED ON THE HIGHEST
 HD1290'POINT OF THE LEDGE AT THE NORTHWEST CORNER OF THE BUILDING.
 HD1290'
 HD1290'REFERENCE POINT 2 IS A GALVANIZED SCREW EMBEDDED ON THE HIGHEST
 HD1290'POINT OF THE LEDGE AT THE NORTHEAST CORNER OF THE BUILDING.
 HD1290'
 HD1290'REFERENCE POINT 3 IS A GALVANIZED SCREW EMBEDDED ON THE HIGHEST
 HD1290'POINT OF THE EAST LEDGE, 6.76 FEET NORTH OF THE HIGHEST POINT
 HD1290'OF THE SOUTHEAST CORNER OF THE BUILDING.
 HD1290
 HD1290                          STATION RECOVERY (1990)
 HD1290
 HD1290'RECOVERY NOTE BY MO DEPT OF NAT RES 1990 (JMF)
 HD1290'THE STATION MARK WAS FOUND IN GOOD CONDITION.  A RADIO ANTENNA HAS
 HD1290'BEEN PLACED AT THE SOUTHWEST CORNER OF THE BUILDING MAKING THE STATION
 HD1290'UNOCCUPIABLE BY GPS.  STATION HEER ECC WAS ESTABLISHED FOR GPS
 HD1290'OCCUPATIONS IN 1990.  THE HEER BUILDING HAS BEEN SOLD AND IS NO LONGER
 HD1290'OPEN.  THE NEW OWNER IS UNKNOWN. DATE OF REPORT 10/16/1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7233 ***********************************************************************
 AC7233  DESIGNATION -  HEER ECC
 AC7233  PID         -  AC7233
 AC7233  STATE/COUNTY-  MO/GREENE
 AC7233  USGS QUAD   -  SPRINGFIELD (1975)
 AC7233
 AC7233                         *CURRENT SURVEY CONTROL
 AC7233  ___________________________________________________________________
 AC7233* NAD 83(1997)-  37 12 33.40087(N)    093 17 34.78004(W)     ADJUSTED  
 AC7233* NAVD 88     -       445.9    (meters)    1463.     (feet)  GPS OBS   
 AC7233  ___________________________________________________________________
 AC7233  X           -    -292,167.826 (meters)                     COMP
 AC7233  Y           -  -5,077,915.436 (meters)                     COMP
 AC7233  Z           -   3,836,168.425 (meters)                     COMP
 AC7233  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 AC7233  ELLIP HEIGHT-         416.80  (meters)          (02/17/00) GPS OBS
 AC7233  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AC7233
 AC7233  HORZ ORDER  -  FIRST
 AC7233  ELLP ORDER  -  FOURTH    CLASS I
 AC7233
 AC7233.The horizontal coordinates were established by GPS observations
 AC7233.and adjusted by the National Geodetic Survey in February 2000..
 AC7233
 AC7233.The orthometric height was determined by GPS observations and a
 AC7233.high-resolution geoid model.
 AC7233
 AC7233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7233
 AC7233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7233
 AC7233.The ellipsoidal height was determined by GPS observations
 AC7233.and is referenced to NAD 83.
 AC7233
 AC7233.The geoid height was determined by GEOID03.
 AC7233
 AC7233;                    North         East     Units Scale Factor Converg.
 AC7233;SPC MO C     -   152,971.198   429,612.243   MT  0.99999434   -0 28 46.4
 AC7233;UTM  15      - 4,118,128.870   474,002.096   MT  0.99960833   -0 10 37.9
 AC7233
 AC7233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7233!SPC MO C     -   0.99993460  x   0.99999434  =   0.99992894
 AC7233!UTM  15      -   0.99993460  x   0.99960833  =   0.99954295
 AC7233
 AC7233                          SUPERSEDED SURVEY CONTROL
 AC7233
 AC7233  NAD 83(1997)-  37 12 33.40103(N)    093 17 34.77997(W) AD(       ) 1
 AC7233  NAD 83(1986)-  37 12 33.41383(N)    093 17 34.78050(W) AD(       ) 1
 AC7233
 AC7233.Superseded values are not recommended for survey control.
 AC7233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7233.See file dsdata.txt to determine how the superseded data were derived.
 AC7233
 AC7233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7400218129(NAD 83)
 AC7233_MARKER: Z = SEE DESCRIPTION
 AC7233_SETTING: 0 = UNSPECIFIED SETTING
 AC7233_MARK LOGO: MODNR 
 AC7233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC7233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7233+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC7233
 AC7233  HISTORY     - Date     Condition        Report By
 AC7233  HISTORY     - 1990     MONUMENTED       MODNR
 AC7233
 AC7233                          STATION DESCRIPTION
 AC7233
 AC7233'DESCRIBED BY MO DEPT OF NAT RES 1990
 AC7233'THE STATION IS LOCATED ON THE HIGHEST ROOF OF THE HEERS DEPARTMENT
 AC7233'STORE BUILDING IN DOWNTOWN SPRINGFIELD.  IT IS 6.44 FT (1.96 M) SOUTH
 AC7233'OF THE NORTH WALL, 6.02 FT (1.83 M) WEST OF THE EAST WALL AND 18.28 FT
 AC7233'(5.57 M) NORTHEAST OF CGS STATION HEER 1959.  THE ECC STATION IS A
 AC7233'CENTER PUNCHED SCREW NAIL AND SHINER DRIVEN FLUSH WITH THE ROOF
 AC7233'SURFACE. TO ACCESS AND USE THE STATION CONTACT MR.  JOHN FITZGIBBONS
 AC7233'VICE PRESIDENT, CONTROL HEERS DEPARTMENT STORE 138 PARK CENTRAL
 AC7233'SPRINGFIELD, MO 65806 TEL (417) 869-3535 THE ECCENTRIC STATION WAS
 AC7233'ESTABLISHED BECAUSE CGS HEER 1959 COULD NOT BE OCCUPIED WITH A GPS
 AC7233'RECEIVER DUE TO THE LOCATION OF A RADIO ANTENNA. RECOVERY NOTE 1996 BY
 AC7233'MO DEPARTMENT OF NATURAL RESOURCES THE HEERS DEPARTMENT STORE HAS GONE
 AC7233'OUT OF BUSINESS AND THE BUILDING IS NOW CLOSED.  CURRENT OWNER OF THE
 AC7233'BUILDING IN UNKNOWN. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1091 ***********************************************************************
 KD1091  DESIGNATION -  HENDRIX
 KD1091  PID         -  KD1091
 KD1091  STATE/COUNTY-  MO/HOWARD
 KD1091  USGS QUAD   -  GLASGOW (1971)
 KD1091
 KD1091                         *CURRENT SURVEY CONTROL
 KD1091  ___________________________________________________________________
 KD1091* NAD 83(1997)-  39 10 56.12980(N)    092 45 39.65835(W)     ADJUSTED  
 KD1091* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 KD1091  ___________________________________________________________________
 KD1091  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 KD1091  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD1091
 KD1091  HORZ ORDER  -  SECOND
 KD1091
 KD1091.The horizontal coordinates were established by classical geodetic methods
 KD1091.and adjusted by the National Geodetic Survey in February 2000..
 KD1091
 KD1091.The orthometric height was scaled from a topographic map.
 KD1091
 KD1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1091
 KD1091.The geoid height was determined by GEOID03.
 KD1091
 KD1091;                    North         East     Units Scale Factor Converg.
 KD1091;SPC MO C     -   371,695.706   477,448.715   MT  0.99993959   -0 09 53.7
 KD1091;UTM  15      - 4,337,029.494   520,640.843   MT  0.99960525   +0 09 03.6
 KD1091
 KD1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1091!SPC MO C     -   0.99996165  x   0.99993959  =   0.99990124
 KD1091!UTM  15      -   0.99996165  x   0.99960525  =   0.99956691
 KD1091
 KD1091|---------------------------------------------------------------------|
 KD1091| PID    Reference Object                     Distance      Geod. Az  |
 KD1091|                                                           dddmmss.s |
 KD1091| CL9509 HENDRIX RM 1                         23.854 METERS 03704     |
 KD1091| KD1087 FAYETTE MUNICIPAL TANK              APPROX. 7.1 KM 1172716.8 |
 KD1091| KD1088 FAYETTE CENTRAL COLLEGE BELFRY      APPROX. 7.4 KM 1184409.2 |
 KD1091| KD1089 FAYETTE HOWARD CO CTHSE TWR         APPROX. 7.8 KM 1204110.3 |
 KD1091| CL9508 HENDRIX AZ MK 2                                    1612940.2 |
 KD1091| CL9507 HENDRIX AZ MK                                      1622030.4 |
 KD1091| CL9510 HENDRIX RM 2                         31.205 METERS 24338     |
 KD1091| KD1090 GLASGOW ST MARYS CATH CH SPIRE      APPROX. 8.7 KM 3025048.4 |
 KD1091|---------------------------------------------------------------------|
 KD1091
 KD1091                          SUPERSEDED SURVEY CONTROL
 KD1091
 KD1091  NAD 83(1986)-  39 10 56.13634(N)    092 45 39.66256(W) AD(       ) 2
 KD1091  NAD 27      -  39 10 56.02310(N)    092 45 39.00490(W) AD(       ) 2
 KD1091
 KD1091.Superseded values are not recommended for survey control.
 KD1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1091.See file dsdata.txt to determine how the superseded data were derived.
 KD1091
 KD1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2064137029(NAD 83)
 KD1091_MARKER: DS = TRIANGULATION STATION DISK
 KD1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1091_STAMPING: HENDRIX 1949
 KD1091_MARK LOGO: CGS   
 KD1091_PROJECTION: FLUSH
 KD1091_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1091+STABILITY: SURFACE MOTION
 KD1091
 KD1091  HISTORY     - Date     Condition        Report By
 KD1091  HISTORY     - 1949     MONUMENTED       CGS
 KD1091  HISTORY     - 1967     GOOD             CGS
 KD1091  HISTORY     - 1967     GOOD             CGS
 KD1091  HISTORY     - 19940110 GOOD             LOCSUR
 KD1091
 KD1091                          STATION DESCRIPTION
 KD1091
 KD1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1091'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF GLASGOW,
 KD1091'ABOUT 4-1/2 MILES NORTHWEST OF FAYETTE, ON PROPERTY OWNED AND
 KD1091'OCCUPIED BY MR. L.D. HENDRIX.  IT IS ABOUT 100 FEET SOUTHWEST OF
 KD1091'MR.  HENDRIXS HOUSE, 23 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A
 KD1091'GARAGE, 19 FEET NORTHWEST OF A 3 FOOT ELM TREE, AND 9 FEET
 KD1091'NORTH OF A WITNESS POST.  THE DISK IS STAMPED HENDRIX 1949 AND
 KD1091'IS SET FLUSH WITH THE GROUND.
 KD1091'
 KD1091'REFERENCE MARK NO. 1 IS 50 FEET NORTHWEST OF THE SOUTHWEST CORNER
 KD1091'OF THE HOUSE, AND 5 FEET EAST OF A SMALL SHED.  THE DISK IS STAMPED
 KD1091'HENDRIX NO 1 1949 AND PROJECTS 4 INCHES.
 KD1091'
 KD1091'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCELINE.  THE DISK IS
 KD1091'STAMPED HENDRIX NO 2 1949 AND PROJECTS 5 INCHES.
 KD1091'
 KD1091'THE AZIMUTH MARK IS ABOUT 0.55 MILE SOUTH-SOUTHEAST OF THE STATION,
 KD1091'20 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 2 FEET SOUTH OF A
 KD1091'WITNESS POST, AND 1 FOOT WEST OF A FENCE LINE.  THE DISK IS STAMPED
 KD1091'HENDRIX 1949 AND PROJECTS 6 INCHES.
 KD1091'
 KD1091'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 KD1091'FAYETTE, GO SOUTHWEST ON STATE HIGHWAY 5 FOR 0.3 MILE TO THE
 KD1091'JUNCTION OF COUNTY ROUTE E.  TURN RIGHT AND FOLLOW ROUTE E,
 KD1091'NORTHWEST, FOR 5.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTH,
 KD1091'AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, JUST AFTER
 KD1091'PASSING A HOUSE ON THE RIGHT.  CONTINUE NORTHERLY FOR 0.55 MILE TO
 KD1091'MR.  HENDRIXS HOME ON THE LEFT AND THE STATION AS DESCRIBED.
 KD1091'
 KD1091'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1091
 KD1091                          STATION RECOVERY (1967)
 KD1091
 KD1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 KD1091'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KD1091'CONDITION.  THE AZIMUTH MARK IS STILL SOLID BUT IT IS IN DANGER OF
 KD1091'BEING DESTROYED BY EROSION IN THE FUTURE.
 KD1091'
 KD1091'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM FAYETTE IS
 KD1091'ADEQUATE FOR RECOVERY.
 KD1091'
 KD1091'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4.5 MILES
 KD1091'NORTHWEST OF FAYETTE.
 KD1091
 KD1091                          STATION RECOVERY (1967)
 KD1091
 KD1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1091'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KD1091'CONDITION.  THE AZIMUTH MARK WAS STILL SOLID BUT WAS ON THE EDGE OF
 KD1091'A ROAD BANK AND WAS IN DANGER OF BEING DESTROYED BY EROSION.  A NEW
 KD1091'AZIMUTH MARK WAS ESTABLISHED AND THE ORIGINAL MARK DESTROYED.
 KD1091'
 KD1091'TO REACH FROM FAYETTE, FROM THE NORTHWEST CORNER OF THE COURT
 KD1091'HOUSE SQUARE, GO WEST ON WEST DAVIS STREET FOR 0.3 MILE TO
 KD1091'JUNCTION WITH STATE HIGHWAY 5 AND COUNTY ROUTE E, CONTINUE
 KD1091'STRAIGHT AHEAD ON COUNTY ROUTE E AND GO NORTHWEST FOR 5.0 MILES
 KD1091'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.25 MILE TO
 KD1091'THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHERLY FOR 0.6 MILE TO
 KD1091'A DRIVEWAY ON THE LEFT, TURN LEFT TO FARMYARD AND STATION.
 KD1091'
 KD1091'THE STATION MARK IS ABOUT 100 FEET SOUTHWEST OF A FARMHOUSE AND
 KD1091'JUST SOUTH OF A DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS
 KD1091'STAMPED HENDRIX 1949.
 KD1091'
 KD1091'R.M. NO. 1 IS ABOUT 50 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 KD1091'THE HOUSE AND 5 FEET EAST OF A SMALL SHED.  MARK PROJECTS 4
 KD1091'INCHES AND THE DISK IS STAMPED HENDRIX NO 1 1949.
 KD1091'
 KD1091'R.M. NO. 2 IS WEST-SOUTHWEST OF THE STATION AND IS 1 FOOT
 KD1091'SOUTHEAST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 KD1091'STAMPED HENDRIX NO 2 1949.
 KD1091'
 KD1091'THE AZIMUTH MARK IS ABOUT 110 FEET SOUTH OF THE SOUTHWEST CORNER
 KD1091'OF A FARMYARD, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD
 KD1091'AT A SMALL CURVE, 11.5 FEET WEST-NORTHWEST OF A TELEPHONE POLE 5,
 KD1091'1.5 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A CORNER
 KD1091'POST AT A SLIGHT JOG IN FENCE LINE.  THE MARK PROJECTS 2 INCHES
 KD1091'AND THE DISK IS STAMPED HENDRIX 1949 AZ 2 1967.
 KD1091'
 KD1091'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.5 MILES
 KD1091'NORTHWEST FAYETTE.
 KD1091
 KD1091                          STATION RECOVERY (1994)
 KD1091
 KD1091'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1994 (DK)
 KD1091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2547 ***********************************************************************
 JD2547  DESIGNATION -  HENLEY
 JD2547  PID         -  JD2547
 JD2547  STATE/COUNTY-  MO/COLE
 JD2547  USGS QUAD   -  ST ELIZABETH (1987)
 JD2547
 JD2547                         *CURRENT SURVEY CONTROL
 JD2547  ___________________________________________________________________
 JD2547* NAD 83(1997)-  38 20 29.17404(N)    092 17 53.63687(W)     ADJUSTED  
 JD2547* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 JD2547  ___________________________________________________________________
 JD2547  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 JD2547  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JD2547
 JD2547  HORZ ORDER  -  SECOND
 JD2547
 JD2547.The horizontal coordinates were established by classical geodetic methods
 JD2547.and adjusted by the National Geodetic Survey in February 2000..
 JD2547
 JD2547.The orthometric height was scaled from a topographic map.
 JD2547
 JD2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2547
 JD2547.The geoid height was determined by GEOID03.
 JD2547
 JD2547;                    North         East     Units Scale Factor Converg.
 JD2547;SPC MO C     -   278,348.401   517,638.091   MT  0.99993716   +0 07 30.6
 JD2547;UTM  15      - 4,243,932.285   561,326.909   MT  0.99964632   +0 26 07.3
 JD2547
 JD2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2547!SPC MO C     -   0.99996860  x   0.99993716  =   0.99990576
 JD2547!UTM  15      -   0.99996860  x   0.99964632  =   0.99961493
 JD2547
 JD2547|---------------------------------------------------------------------|
 JD2547| PID    Reference Object                     Distance      Geod. Az  |
 JD2547|                                                           dddmmss.s |
 JD2547| CN6402 HENLEY RM 1                          20.610 METERS 01537     |
 JD2547| CN6404 HENLEY RM 3                          28.981 METERS 01601     |
 JD2547| JD2525 ST THOMAS CATH CHURCH STEEPLE       APPROX. 7.7 KM 0681144.6 |
 JD2547| JD2546 ST ELIZABETH ST LAWRENCE CH         APPROX. 9.8 KM 1640955.1 |
 JD2547| CN6403 HENLEY RM 2                          21.508 METERS 26559     |
 JD2547| CN6401 HENLEY AZ MK                                       2724949.8 |
 JD2547|---------------------------------------------------------------------|
 JD2547
 JD2547                          SUPERSEDED SURVEY CONTROL
 JD2547
 JD2547  NAD 83(1986)-  38 20 29.18681(N)    092 17 53.63799(W) AD(       ) 2
 JD2547  NAD 27      -  38 20 29.06000(N)    092 17 52.99300(W) AD(       ) 2
 JD2547
 JD2547.Superseded values are not recommended for survey control.
 JD2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2547.See file dsdata.txt to determine how the superseded data were derived.
 JD2547
 JD2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6132743932(NAD 83)
 JD2547_MARKER: DS = TRIANGULATION STATION DISK
 JD2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2547_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2547
 JD2547  HISTORY     - Date     Condition        Report By
 JD2547  HISTORY     - 1947     MONUMENTED       CGS
 JD2547  HISTORY     - 1978     GOOD             NGS
 JD2547
 JD2547                          STATION DESCRIPTION
 JD2547
 JD2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2547'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF ST. THOMAS,
 JD2547'1.0 MILE EAST OF HENLEY, ON THE NORTH BANK OVERLOOKING THE
 JD2547'OSAGE RIVER.  IT IS 53 FEET SOUTH OF THE CENTERLINE OF THE
 JD2547'ROAD, 39 FEET SOUTHEAST OF A TREE WITH A TRIANGLE BLAZE AND
 JD2547'6 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4
 JD2547'INCHES AND THE DISK IS STAMPED HENLEY 1947.
 JD2547'
 JD2547'REFERENCE MARK NO. 1 IS 67.61 FEET NORTH OF THE STATION,
 JD2547'17 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1.5 FEET
 JD2547'SOUTH OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE
 JD2547'OF THE GROUND AND THE DISK IS STAMPED HENLEY NO 1 1947.
 JD2547'
 JD2547'REFERENCE MARK NO. 2 IS 70.60 FEET WEST-SOUTHWEST OF THE
 JD2547'STATION AND 67 FEET SOUTHEAST OF A TREE WITH A TRIANGLE
 JD2547'BLAZE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JD2547'HENLEY NO 2 1947.
 JD2547'
 JD2547'AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, 20 FEET
 JD2547'NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHWEST OF
 JD2547'A WITNESS POST AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 JD2547'4 INCHES AND THE DISK IS STAMPED HENLEY 1947.
 JD2547'
 JD2547'TO REACH THE STATION FROM THE RAILROAD STATION IN HENLEY, GO
 JD2547'NORTH UP A STEEP HILL FOR 0.6 MILE TO A T ROAD LEFT, CONTINUE
 JD2547'STRAIGHT AHEAD FOR 1.6 MILES TO THE STATION ON THE RIGHT
 JD2547'(0.1 MILE AFTER PASSING TWO STORY HOUSE ON THE LEFT).
 JD2547'
 JD2547'TO REACH THE AZIMUTH FROM THE STATION, GO WESTERLY
 JD2547'0.3 MILE TO MARK ON THE RIGHT.
 JD2547'
 JD2547'NOTE- AZIMUTH IS NOT VISIBLE FROM THE GROUND.
 JD2547'
 JD2547'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2547
 JD2547                          STATION RECOVERY (1978)
 JD2547
 JD2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JD2547'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 JD2547'CONDITION.  REFERENCE MARK 1 WAS FOUND LYING ON TOP THE GROUND ABOUT
 JD2547'50 YARDS FROM ITS LOCATION, THE DISK WAS SALVAGED.  AZIMUTH MARK WAS
 JD2547'SEARCHED FOR BUT NOT FOUND.  DENSE BRUSH AND POOR TIES MADE AN
 JD2547'ADEQUATE SEARCH DIFFICULT.  NO OBJECTS WERE GROUND VISIBLE DUE TO
 JD2547'SURROUNDING TREES AND HIGHER GROUND TO THE NORTH.  ANOTHER AZIMUTH
 JD2547'AZIMUTH MARK COULD NOT BE ESTABLISHED DUE TO THE EXTREMELY LIMITED
 JD2547'GROUND VISIBILITY.  REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE TO
 JD2547'REFERENCE MARK 2 WAS 0.012 METER SHORTER THAN 1947 DATA.  A NEW
 JD2547'DESCRIPTION FOLLOWS.
 JD2547'
 JD2547'STATION IS ABOUT 5 MILES WEST OF ST THOMAS, 1 MILE EAST OF HENLEY,
 JD2547'ON THE NORTH BANK OF THE OSAGE RIVER AND ON THE SOUTH SIDE OF A
 JD2547'GRAVELED ROAD ABOUT 150 YARDS SOUTH OF HIGHER GROUND TO THE NORTH.
 JD2547'
 JD2547'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS BB AND H,
 JD2547'1-1/2 MILES NORTHWEST OF HENLEY, GO EAST ON A GRAVELED ROAD FOR 2.25
 JD2547'MILES TO REFERENCE MARK 3 ON THE LEFT AND THE STATION ON THE RIGHT.
 JD2547'
 JD2547'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---HENLEY 1947---SET
 JD2547'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT
 JD2547'IS 99.5 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE, 77.1 FEET
 JD2547'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD CONCRETE CISTERN,
 JD2547'74 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 18.7 FEET
 JD2547'WEST OF THE SOUTHWEST CORNER OF AN OLD FOUNDATION.  UNDERGROUND MARK
 JD2547'WAS NOT INSPECTED.
 JD2547'
 JD2547'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---HENLEY NO 2 1947---SET
 JD2547'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 JD2547'INCHES.  IT IS 89.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 JD2547'THE OLD FOUNDATION, 24.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JD2547'THE OLD CISTERN AND ABOUT 3 FEET LOWER THAN THE STATION.
 JD2547'
 JD2547'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---HENLEY 1947 NO 3
 JD2547'1978---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 JD2547'FLUSH.  IT IS 32.5 FEET EAST OF THE POWERLINE POLE, 21.0 FEET NORTH
 JD2547'OF THE CENTERLINE OF THE ROAD, 1.5 FEET WEST OF A WITNESS POST AND
 JD2547'1.0 FOOT SOUTH OF A FENCE.  IT IS ABOUT 3 FEET HIGHER THAN THE
 JD2547'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2630 ***********************************************************************
 JD2630  DESIGNATION -  HENRY
 JD2630  PID         -  JD2630
 JD2630  STATE/COUNTY-  MO/MORGAN
 JD2630  USGS QUAD   -  FORTUNA (1985)
 JD2630
 JD2630                         *CURRENT SURVEY CONTROL
 JD2630  ___________________________________________________________________
 JD2630* NAD 83(1997)-  38 31 54.88170(N)    092 46 54.05434(W)     ADJUSTED  
 JD2630* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 JD2630  ___________________________________________________________________
 JD2630  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 JD2630  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2630
 JD2630  HORZ ORDER  -  SECOND
 JD2630
 JD2630.The horizontal coordinates were established by classical geodetic methods
 JD2630.and adjusted by the National Geodetic Survey in February 2000..
 JD2630
 JD2630.The orthometric height was scaled from a topographic map.
 JD2630
 JD2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2630
 JD2630.The geoid height was determined by GEOID03.
 JD2630
 JD2630;                    North         East     Units Scale Factor Converg.
 JD2630;SPC MO C     -   299,508.893   475,440.581   MT  0.99994076   -0 10 31.7
 JD2630;UTM  15      - 4,264,856.979   519,028.494   MT  0.99960446   +0 08 09.6
 JD2630
 JD2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2630!SPC MO C     -   0.99995755  x   0.99994076  =   0.99989831
 JD2630!UTM  15      -   0.99995755  x   0.99960446  =   0.99956203
 JD2630
 JD2630|---------------------------------------------------------------------|
 JD2630| PID    Reference Object                     Distance      Geod. Az  |
 JD2630|                                                           dddmmss.s |
 JD2630| CN6405 HENRY RM 1                           18.603 METERS 17856     |
 JD2630| JD0294 VERSAILLES N BASE RM 3              APPROX. 4.8 KM 2064859.9 |
 JD2630| JD2631 FORTUNA CENTRAL ELEC PWR MAST       APPROX. 1.9 KM 2481155.0 |
 JD2630| CN6406 HENRY RM 2                           16.240 METERS 28306     |
 JD2630|---------------------------------------------------------------------|
 JD2630
 JD2630                          SUPERSEDED SURVEY CONTROL
 JD2630
 JD2630  NAD 83(1986)-  38 31 54.89386(N)    092 46 54.05534(W) AD(       ) 2
 JD2630  NAD 27      -  38 31 54.80672(N)    092 46 53.35981(W) AD(       ) 2
 JD2630
 JD2630.Superseded values are not recommended for survey control.
 JD2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2630.See file dsdata.txt to determine how the superseded data were derived.
 JD2630
 JD2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1902864857(NAD 83)
 JD2630_MARKER: DS = TRIANGULATION STATION DISK
 JD2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2630+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 JD2630
 JD2630  HISTORY     - Date     Condition        Report By
 JD2630  HISTORY     - 1963     MONUMENTED       CGS
 JD2630  HISTORY     - 20021217 GOOD             SKW
 JD2630
 JD2630                          STATION DESCRIPTION
 JD2630
 JD2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2630'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF FORTUNA
 JD2630'AND IT IS IN THE NORTHWEST 1/4 OF SECTION 34, T 44 N, R 17 W.
 JD2630'IT IS ABOUT 400 FEET NORTH-NORTHWEST OF MR. J.C. HENRYS FARM
 JD2630'HOME.
 JD2630'
 JD2630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5 AND
 JD2630'COUNTY ROUTE FF IN FORTUNA, GO SOUTH ON STATE HIGHWAY 5 FOR 1.9
 JD2630'MILES TO A SIDE ROAD TO THE LEFT, TURN LEFT AND GO EAST ON
 JD2630'A GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD, TURN RIGHT AND GO
 JD2630'SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A NARROW SIDE ROAD TO
 JD2630'THE LEFT, TURN LEFT AND GO EAST ON A DIRT ROAD FOR 0.35 MILE
 JD2630'TO A PRIVATE DIRVEWAY ON THE RIGHT, TURN RIGHT ON PRIVATE
 JD2630'DRIVEWAY AND GO SOUTH FOR 0.1 MILE TO THE STATION ON THE LEFT
 JD2630'AS DESCRIBED.
 JD2630'
 JD2630'STATION MARK IS ABOUT 100 FEET EAST OF THE CENTER OF A PRIVATE
 JD2630'DRIVEWAY, 12.3 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 4.6 FEET
 JD2630'WEST-NORTHWEST OF A METAL WITNESS POST AND 4.0 FEET WEST OF A
 JD2630'FENCE LINE.  IT IS STAMPED- HENRY 1963 AND IT PROJECTS 3 INCHES.
 JD2630'
 JD2630'RM 1 IS 58.5 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST
 JD2630'OF A FENCELINE.  IT IS STAMPED- HENRY NO 1 1963 AND IT PROJECTS
 JD2630'3 INCHES.
 JD2630'
 JD2630'RM 2 IS 56.3 FEET WEST OF A FENCE CORNER, 36.6 FEET EAST OF THE
 JD2630'CENTER OF A BOARD GATE AND 1 FOOT SOUTH OF A FENCE LINE.  IT
 JD2630'IS STAMPED- HENRY NO 2 1963 AND IT PROJECTS 2 INCHES.
 JD2630'
 JD2630'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 JD2630'CONCRETE CYLINDERS.
 JD2630
 JD2630                          STATION RECOVERY (2002)
 JD2630
 JD2630'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 JD2630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1658 ***********************************************************************
 JC1658  DESIGNATION -  HERCULANEUM TALL STACK
 JC1658  PID         -  JC1658
 JC1658  STATE/COUNTY-  MO/JEFFERSON
 JC1658  USGS QUAD   -  HERCULANEUM (1993)
 JC1658
 JC1658                         *CURRENT SURVEY CONTROL
 JC1658  ___________________________________________________________________
 JC1658* NAD 83(1997)-  38 15 37.57660(N)    090 22 33.80129(W)     ADJUSTED  
 JC1658* NAVD 88     -                                                        
 JC1658  ___________________________________________________________________
 JC1658  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JC1658  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 JC1658
 JC1658  HORZ ORDER  -  THIRD
 JC1658
 JC1658.The horizontal coordinates were established by classical geodetic methods
 JC1658.and adjusted by the National Geodetic Survey in February 2000..
 JC1658
 JC1658
 JC1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1658
 JC1658.The geoid height was determined by GEOID03.
 JC1658
 JC1658;                    North         East     Units Scale Factor Converg.
 JC1658;SPC MO E     -   269,345.903   260,846.980   MT  0.99993478   +0 04 36.3
 JC1658;SPC IL W     -   176,897.218   681,675.127   MT  0.99994531   -0 07 46.8
 JC1658;SPC IL W     -   580,370.29  2,236,462.48   sFT  0.99994531   -0 07 46.8
 JC1658;UTM  15      - 4,237,968.347   729,577.055   MT  1.00024915   +1 37 32.0
 JC1658
 JC1658                          SUPERSEDED SURVEY CONTROL
 JC1658
 JC1658  NAD 83(1997)-  38 15 37.57756(N)    090 22 33.80090(W) AD(       ) 4
 JC1658  NAD 83(1986)-  38 15 37.59140(N)    090 22 33.79706(W) AD(       ) 4
 JC1658  NAD 27      -  38 15 37.39500(N)    090 22 33.35300(W) AD(       ) 3
 JC1658
 JC1658.Superseded values are not recommended for survey control.
 JC1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1658.See file dsdata.txt to determine how the superseded data were derived.
 JC1658
 JC1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2957737968(NAD 83)
 JC1658_MARKER: 63 = STACK
 JC1658
 JC1658  HISTORY     - Date     Condition        Report By
 JC1658  HISTORY     - 1931     FIRST OBSERVED   CGS
 JC1658  HISTORY     - 1956     GOOD             CGS
 JC1658  HISTORY     - 1975     GOOD             LOCENG
 JC1658
 JC1658                          STATION DESCRIPTION
 JC1658
 JC1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1658'STATION IS LOCATED IN THE TOWN OF HERCULANEUM ON THE PROPERTY OF
 JC1658'THE ST. JOSEPH LEAD CO.  IT IS A TALL STACK, PAINTED BLACK THAT IS
 JC1658'350 FEET IN HEIGHT AND RUNS FROM 30 FEET IN DIAMETER AT THE BASE TO
 JC1658'20 FEET IN DIAMETER AT THE TOP.  THE TOP OF THE STACK WAS
 JC1658'INTERSECTED.
 JC1658'
 JC1658'STATION LOCATED IN 1931 BY H.W.H.
 JC1658
 JC1658                          STATION RECOVERY (1975)
 JC1658
 JC1658'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 JC1658'THIS INTERSECTED MARK IS A LARGE BRICK STACK LOCATED IN A FACTORY
 JC1658'IN HERCULANEUM.
 JC1658'
 JC1658'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HERCULANEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1661 ***********************************************************************
 JC1661  DESIGNATION -  HERCULANEUM WATER TOWER
 JC1661  PID         -  JC1661
 JC1661  STATE/COUNTY-  MO/JEFFERSON
 JC1661  USGS QUAD   -  HERCULANEUM (1993)
 JC1661
 JC1661                         *CURRENT SURVEY CONTROL
 JC1661  ___________________________________________________________________
 JC1661* NAD 83(1997)-  38 16 23.04021(N)    090 23 05.27098(W)     ADJUSTED  
 JC1661* NAVD 88     -                                                        
 JC1661  ___________________________________________________________________
 JC1661  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 JC1661  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JC1661
 JC1661  HORZ ORDER  -  THIRD
 JC1661
 JC1661.The horizontal coordinates were established by classical geodetic methods
 JC1661.and adjusted by the National Geodetic Survey in February 2000..
 JC1661
 JC1661
 JC1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1661
 JC1661.The geoid height was determined by GEOID03.
 JC1661
 JC1661;                    North         East     Units Scale Factor Converg.
 JC1661;SPC MO E     -   270,746.635   260,080.214   MT  0.99993458   +0 04 16.9
 JC1661;SPC IL W     -   178,300.719   680,913.404   MT  0.99994566   -0 08 06.4
 JC1661;SPC IL W     -   584,974.94  2,233,963.39   sFT  0.99994566   -0 08 06.4
 JC1661;UTM  15      - 4,239,348.271   728,772.453   MT  1.00024460   +1 37 14.1
 JC1661
 JC1661                          SUPERSEDED SURVEY CONTROL
 JC1661
 JC1661  NAD 83(1997)-  38 16 23.04059(N)    090 23 05.27075(W) AD(       ) 4
 JC1661  NAD 83(1986)-  38 16 23.05505(N)    090 23 05.26663(W) AD(       ) 4
 JC1661  NAD 27      -  38 16 22.85600(N)    090 23 04.82200(W) AD(       ) 3
 JC1661
 JC1661.Superseded values are not recommended for survey control.
 JC1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1661.See file dsdata.txt to determine how the superseded data were derived.
 JC1661
 JC1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2877239348(NAD 83)
 JC1661_MARKER: 54 = WATER TOWER
 JC1661
 JC1661  HISTORY     - Date     Condition        Report By
 JC1661  HISTORY     - 1931     FIRST OBSERVED   CGS
 JC1661  HISTORY     - 1975     GOOD             LOCENG
 JC1661
 JC1661                          STATION DESCRIPTION
 JC1661
 JC1661'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 JC1661'THE TAK IS A WHITE PAINTED FOUR LEGGED STRUCTURE SITUATED IN
 JC1661'THE FACTORY IN HERCULANEUM.
 JC1661'
 JC1661'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HERCULANEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0741 ***********************************************************************
 GF0741  DESIGNATION -  HERCULES
 GF0741  PID         -  GF0741
 GF0741  STATE/COUNTY-  MO/TANEY
 GF0741  USGS QUAD   -  HILDA (1975)
 GF0741
 GF0741                         *CURRENT SURVEY CONTROL
 GF0741  ___________________________________________________________________
 GF0741* NAD 83(1997)-  36 41 05.10725(N)    092 52 57.99856(W)     ADJUSTED  
 GF0741* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 GF0741  ___________________________________________________________________
 GF0741  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 GF0741  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 GF0741
 GF0741  HORZ ORDER  -  THIRD
 GF0741
 GF0741.The horizontal coordinates were established by classical geodetic methods
 GF0741.and adjusted by the National Geodetic Survey in February 2000..
 GF0741
 GF0741.The orthometric height was scaled from a topographic map.
 GF0741
 GF0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0741
 GF0741.The geoid height was determined by GEOID03.
 GF0741
 GF0741;                    North         East     Units Scale Factor Converg.
 GF0741;SPC MO C     -    94,538.636   465,790.410   MT  0.99994775   -0 13 43.2
 GF0741;UTM  15      - 4,059,908.217   510,472.911   MT  0.99960135   +0 04 12.1
 GF0741
 GF0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0741!SPC MO C     -   0.99993840  x   0.99994775  =   0.99988615
 GF0741!UTM  15      -   0.99993840  x   0.99960135  =   0.99953977
 GF0741
 GF0741|---------------------------------------------------------------------|
 GF0741| PID    Reference Object                     Distance      Geod. Az  |
 GF0741|                                                           dddmmss.s |
 GF0741| CI1606 HERCULES RM 1                        22.043 METERS 09702     |
 GF0741| CI1605 HERCULES AZ MK                                     1192036.0 |
 GF0741| GF0738 CEDAR CREEK LOOKOUT TOWER           APPROX.16.3 KM 2121207.6 |
 GF0741| CI1607 HERCULES RM 2                        19.050 METERS 21415     |
 GF0741| GF0740 HERCULES LOOKOUT TOWER                9.570 METERS 27311     |
 GF0741|---------------------------------------------------------------------|
 GF0741
 GF0741                          SUPERSEDED SURVEY CONTROL
 GF0741
 GF0741  NAD 83(1997)-  36 41 05.10886(N)    092 52 57.99733(W) AD(       ) 3
 GF0741  NAD 83(1986)-  36 41 05.11722(N)    092 52 57.99743(W) AD(       ) 3
 GF0741  NAD 27      -  36 41 04.89700(N)    092 52 57.37400(W) AD(       ) 3
 GF0741
 GF0741.Superseded values are not recommended for survey control.
 GF0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0741.See file dsdata.txt to determine how the superseded data were derived.
 GF0741
 GF0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA1047359908(NAD 83)
 GF0741_MARKER: DS = TRIANGULATION STATION DISK
 GF0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0741
 GF0741  HISTORY     - Date     Condition        Report By
 GF0741  HISTORY     - 1954     MONUMENTED       CGS
 GF0741
 GF0741                          STATION DESCRIPTION
 GF0741
 GF0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0741'THE STATION IS IN SECTION 12, T 23 N, R 18 W, IN THE MARK
 GF0741'TWAIN NATIONAL FOREST, ABOUT 6.75 MILES SOUTH AND 1.75 MILES
 GF0741'EAST OF BRADLEYVILLE, 5.25 MILES NORTH AND 1 MILE WEST OF THE
 GF0741'JUNCTION OF STATE HIGHWAYS 125 AND 80 AT THE RUETER POST OFFICE,
 GF0741'AND 22 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE HERCULES
 GF0741'LOOKOUT TOWER.
 GF0741'
 GF0741'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125
 GF0741'AND 80 AT THE RUETER POST OFFICE, GO NORTHERLY ON STATE HIGHWAY
 GF0741'125 FOR 4.5 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE NORTHERLY
 GF0741'ON STATE HIGHWAY 125 FOR 2.45 TO THE AZIMUTH MARK ON THE RIGHT,
 GF0741'CONTINUE ON THE HIGHWAY FOR 0.4 MILE TO THE TOP OF A GRADE TO
 GF0741'A SIDE ROAD ON THE LEFT, TURN SHARP LEFT (WEST-SOUTHWEST) AND GO
 GF0741'FOR 0.25 MILE TO THE LOOKOUT TOWER AND THE STATION.
 GF0741'
 GF0741'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GF0741'HERCULES 1953.
 GF0741'
 GF0741'REFERENCE MARK 1 IS 18 FEET EAST OF THE CENTER OF THE ROAD.
 GF0741'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HERCULES
 GF0741'NO 2 1953.
 GF0741'
 GF0741'REFERENCE MARK 2 IS 40 FEET SOUTHWEST OF THE SOUTHWEST LEG
 GF0741'OF THE LOOKOUT TOWER, AND 32 FEET NORTHWEST OF THE CENTER OF
 GF0741'THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GF0741'HERCULES NO 2 1953.
 GF0741'
 GF0741'THE AZIMUTH MARK IS 32 FEET NORTHWEST OF A POWERLINE POLE, 18
 GF0741'FEET EAST OF THE CENTER OF STATE HIGHWAY 125 AND 3 FEET NORTH
 GF0741'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 6 INCHES
 GF0741'AND THE DISK IS STAMPED HERCULES 1953.
 GF0741'
 GF0741'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 GF0741'POSTS.
 GF0741'
 GF0741'A TRAVERSE MEASUREMENT WAS MADE TO THE CENTER OF THE LOOKOUT
 GF0741'TOWER.
 GF0741'
 GF0741'THIS STATION WAS BUILT IN 1953 BUT WAS OCCUPIED IN 1954.
 GF0741'
 GF0741'(NOTE, STATE HIGHWAY 80 MENTIONED ABOVE HAS BEEN CHANGED TO
 GF0741'U.S. HIGHWAY 160).
 GF0741'
 GF0741'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0740 ***********************************************************************
 GF0740  DESIGNATION -  HERCULES LOOKOUT TOWER
 GF0740  PID         -  GF0740
 GF0740  STATE/COUNTY-  MO/TANEY
 GF0740  USGS QUAD   -  HILDA (1975)
 GF0740
 GF0740                         *CURRENT SURVEY CONTROL
 GF0740  ___________________________________________________________________
 GF0740* NAD 83(1997)-  36 41 05.12452(N)    092 52 58.38344(W)     ADJUSTED  
 GF0740* NAVD 88     -                                                        
 GF0740  ___________________________________________________________________
 GF0740  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 GF0740  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 GF0740
 GF0740  HORZ ORDER  -  THIRD
 GF0740
 GF0740.The horizontal coordinates were established by classical geodetic methods
 GF0740.and adjusted by the National Geodetic Survey in February 2000..
 GF0740
 GF0740
 GF0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0740
 GF0740.The geoid height was determined by GEOID03.
 GF0740
 GF0740;                    North         East     Units Scale Factor Converg.
 GF0740;SPC MO C     -    94,539.206   465,780.857   MT  0.99994775   -0 13 43.5
 GF0740;UTM  15      - 4,059,908.737   510,463.358   MT  0.99960135   +0 04 11.9
 GF0740
 GF0740                          SUPERSEDED SURVEY CONTROL
 GF0740
 GF0740  NAD 83(1997)-  36 41 05.12613(N)    092 52 58.38221(W) AD(       ) 4
 GF0740  NAD 83(1986)-  36 41 05.13480(N)    092 52 58.38228(W) AD(       ) 4
 GF0740  NAD 27      -  36 41 04.91400(N)    092 52 57.75900(W) AD(       ) 3
 GF0740
 GF0740.Superseded values are not recommended for survey control.
 GF0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0740.See file dsdata.txt to determine how the superseded data were derived.
 GF0740
 GF0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA1046359909(NAD 83)
 GF0740_MARKER: 57 = LOOKOUT TOWER
 GF0740
 GF0740  HISTORY     - Date     Condition        Report By
 GF0740  HISTORY     - 1954     FIRST OBSERVED   CGS
 GF0740
 GF0740                          STATION DESCRIPTION
 GF0740
 GF0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0740'THE TOWER IS IN SECTION 12, T 23 N, R 18 W, IN THE MARK TWAIN
 GF0740'NATIONAL FOREST, ABOUT 6.75 MILES SOUTH AND 1.75 MILES EAST
 GF0740'OF BRADLEYVILLE, 5.25 MILES NORTH AND 1.1 MILE WEST OF THE
 GF0740'JUNCTION OF STATE HIGHWAYS 125 AND 80 AT THE RUETER POST OFFICE.
 GF0740'
 GF0740'THE TOWER IS A 4-LEGGED STEEL STRUCTURE SUPPORTING A 6-FOOT
 GF0740'SQUARE STEEL AND GLASS HOUSE.  IT IS 100 FEET HIGH.  THE POINT
 GF0740'OBSERVED ON WAS THE CENTER OF THE BASE.
 GF0740'
 GF0740'A TRAVERSE CONNECTION WAS MADE TO THE TOWER FROM TRIANGULATION
 GF0740'STATION HERCULES.  THE DISTANCE IS 31.35 FEET AND 9.570 METERS.
 GF0740'
 GF0740'NOTE- STATE HIGHWAY 80 WAS CHANGED TO U.S. HIGHWAY 160 AS OF 1
 GF0740'JANUARY 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0943 ***********************************************************************
 HE0943  DESIGNATION -  HERCULES POWDER CO STACK
 HE0943  PID         -  HE0943
 HE0943  STATE/COUNTY-  MO/JASPER
 HE0943  USGS QUAD   -  CARTHAGE (1978)
 HE0943
 HE0943                         *CURRENT SURVEY CONTROL
 HE0943  ___________________________________________________________________
 HE0943* NAD 83(1997)-  37 09 02.39681(N)    094 22 29.36837(W)     ADJUSTED  
 HE0943* NAVD 88     -                                                        
 HE0943  ___________________________________________________________________
 HE0943  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 HE0943  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HE0943
 HE0943  HORZ ORDER  -  THIRD
 HE0943
 HE0943.The horizontal coordinates were established by classical geodetic methods
 HE0943.and adjusted by the National Geodetic Survey in February 2000..
 HE0943
 HE0943
 HE0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0943
 HE0943.The geoid height was determined by GEOID03.
 HE0943
 HE0943;                    North         East     Units Scale Factor Converg.
 HE0943;SPC MO W     -   109,196.538   861,119.402   MT  0.99994270   +0 04 32.1
 HE0943;UTM  15      - 4,112,471.114   377,912.101   MT  0.99978361   -0 49 49.4
 HE0943
 HE0943                          SUPERSEDED SURVEY CONTROL
 HE0943
 HE0943  NAD 83(1997)-  37 09 02.39704(N)    094 22 29.36850(W) AD(       ) 4
 HE0943  NAD 83(1997)-  37 09 02.40471(N)    094 22 29.37143(W) AD(       ) 4
 HE0943  NAD 83(1986)-  37 09 02.41127(N)    094 22 29.36555(W) AD(       ) 4
 HE0943  NAD 27      -  37 09 02.20100(N)    094 22 28.56200(W) AD(       ) 3
 HE0943
 HE0943.Superseded values are not recommended for survey control.
 HE0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0943.See file dsdata.txt to determine how the superseded data were derived.
 HE0943
 HE0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7791212471(NAD 83)
 HE0943_MARKER: 63 = STACK
 HE0943
 HE0943  HISTORY     - Date     Condition        Report By
 HE0943  HISTORY     - 1960     FIRST OBSERVED   CGS
 HE0943
 HE0943                          STATION DESCRIPTION
 HE0943
 HE0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0943'THE STATION IS THE CENTER OF THE TOP OF THE 126-FOOT HIGH,
 HE0943'CONCRETE STACK AT THE HERCULES POWDER COMPANY PLANT WHICH IS
 HE0943'APPROXIMATELY 5 MILES EAST OF WEBB CITY, 4 MILES SOUTH-SOUTHWEST
 HE0943'OF CARTHAGE AND IN SECTION 13, T. 28 N., R. 32 W..  THE STACK
 HE0943'IS APPROXIMATELY 10 FEET IN DIAMETER AT THE BASE, IT TAPERS
 HE0943'IN TO A SMALLER DIAMETER AT THE TOP AND HAS A SLIGHT FLARE
 HE0943'AT THE TOP.  IT IS A GRAY, CONCRETE COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0965 ***********************************************************************
 HE0965  DESIGNATION -  HERCULES POWDER CO TANK
 HE0965  PID         -  HE0965
 HE0965  STATE/COUNTY-  MO/JASPER
 HE0965  USGS QUAD   -  WEBB CITY (1975)
 HE0965
 HE0965                         *CURRENT SURVEY CONTROL
 HE0965  ___________________________________________________________________
 HE0965* NAD 83(1997)-  37 09 00.91768(N)    094 22 31.49276(W)     ADJUSTED  
 HE0965* NAVD 88     -                                                        
 HE0965  ___________________________________________________________________
 HE0965  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 HE0965  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HE0965
 HE0965  HORZ ORDER  -  THIRD
 HE0965
 HE0965.The horizontal coordinates were established by classical geodetic methods
 HE0965.and adjusted by the National Geodetic Survey in February 2000..
 HE0965
 HE0965
 HE0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0965
 HE0965.The geoid height was determined by GEOID03.
 HE0965
 HE0965;                    North         East     Units Scale Factor Converg.
 HE0965;SPC MO W     -   109,150.873   861,067.042   MT  0.99994268   +0 04 30.9
 HE0965;UTM  15      - 4,112,426.290   377,859.034   MT  0.99978377   -0 49 50.6
 HE0965
 HE0965                          SUPERSEDED SURVEY CONTROL
 HE0965
 HE0965  NAD 83(1997)-  37 09 00.91774(N)    094 22 31.49278(W) AD(       ) 4
 HE0965  NAD 83(1997)-  37 09 00.92487(N)    094 22 31.49532(W) AD(       ) 4
 HE0965  NAD 83(1986)-  37 09 00.93282(N)    094 22 31.49005(W) AD(       ) 4
 HE0965  NAD 27      -  37 09 00.71900(N)    094 22 30.68000(W) AD(       ) 3
 HE0965
 HE0965.Superseded values are not recommended for survey control.
 HE0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0965.See file dsdata.txt to determine how the superseded data were derived.
 HE0965
 HE0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7785912426(NAD 83)
 HE0965_MARKER: 53 = ELEVATED TANK
 HE0965
 HE0965  HISTORY     - Date     Condition        Report By
 HE0965  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE0965  HISTORY     - 1960     GOOD             CGS
 HE0965
 HE0965                          STATION DESCRIPTION
 HE0965
 HE0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0965'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK
 HE0965'AT THE EXPLOSIVES PLANT OF THE HERCULES POWDER COMPANY.  IT
 HE0965'IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP AND
 HE0965'HAS A BALL AT THE TIP.  IT IS SUPPORTED BY FOUR LEGS AND HAS
 HE0965'A PLATFORM AT THE TOP OF THE LEGS.  THE TOP OF THE TANK IS
 HE0965'PAINTED RED, THE WALLS, BOTTOM AND LEGS ARE PAINTED SILVER.
 HE0965'THE TANK IS ABOUT 115 FEET HIGH AND IS VERY PROMINENT.  IT
 HE0965'WAS ERECTED IN 1915.
 HE0965'
 HE0965'THE TANK IS ABOUT 5 MILES E OF WEBB CITY, ABOUT 4 MILES SSW OF
 HE0965'CARTHAGE, NEAR THE CENTER OF SEC. 13, T 28 N, R 32 W, ABOUT 500 FEET
 HE0965'S OF THE MISSOURI PACIFIC RAILROAD TRACK, JUST W OF THE
 HE0965'EXTENSION OF THE ROAD APPROACHING PLANT FROM THE N, AND ABOUT
 HE0965'200 FEET SE OF THE FACTORY POWER PLANT.
 HE0965'
 HE0965'THERE ARE THREE BLACK STEEL STACKS ABOUT 60 FEET HIGH AT THE
 HE0965'POWER PLANT.
 HE0965
 HE0965                          STATION RECOVERY (1960)
 HE0965
 HE0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0965'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE ENTIRE
 HE0965'STRUCTURE IS NOW PAINTED SILVER WITH A RED MAN PAINTED ON THE
 HE0965'NORTH SIDE OF THE TANK.  THERE IS NOW ONE TALL CONCRETE STACK
 HE0965'AT THE POWER PLANT INSTEAD OF THREE BLACK STEEL STACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1437 ***********************************************************************
 JC1437  DESIGNATION -  HERMANN
 JC1437  PID         -  JC1437
 JC1437  STATE/COUNTY-  MO/GASCONADE
 JC1437  USGS QUAD   -  HERMANN (1985)
 JC1437
 JC1437                         *CURRENT SURVEY CONTROL
 JC1437  ___________________________________________________________________
 JC1437* NAD 83(1997)-  38 41 24.25183(N)    091 25 00.49646(W)     ADJUSTED  
 JC1437* NAVD 88     -       290.0    (meters)     951.     (feet)  GPS OBS   
 JC1437  ___________________________________________________________________
 JC1437  X           -    -123,258.735 (meters)                     COMP
 JC1437  Y           -  -4,983,584.871 (meters)                     COMP
 JC1437  Z           -   3,965,681.413 (meters)                     COMP
 JC1437  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 JC1437  ELLIP HEIGHT-         258.19  (meters)          (02/17/00) GPS OBS
 JC1437  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JC1437
 JC1437  HORZ ORDER  -  FIRST
 JC1437  ELLP ORDER  -  FOURTH    CLASS I
 JC1437
 JC1437.The horizontal coordinates were established by GPS observations
 JC1437.and adjusted by the National Geodetic Survey in February 2000..
 JC1437
 JC1437.The orthometric height was determined by GPS observations and a
 JC1437.high-resolution geoid model.
 JC1437
 JC1437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1437
 JC1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1437
 JC1437.The ellipsoidal height was determined by GPS observations
 JC1437.and is referenced to NAD 83.
 JC1437
 JC1437.The geoid height was determined by GEOID03.
 JC1437
 JC1437;                    North         East     Units Scale Factor Converg.
 JC1437;SPC MO E     -   317,425.890   170,239.775   MT  1.00001165   -0 34 23.3
 JC1437;UTM  15      - 4,283,573.567   637,691.599   MT  0.99983347   +0 59 23.4
 JC1437
 JC1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1437!SPC MO E     -   0.99995949  x   1.00001165  =   0.99997114
 JC1437!UTM  15      -   0.99995949  x   0.99983347  =   0.99979297
 JC1437
 JC1437:                Primary Azimuth Mark                     Grid Az
 JC1437:SPC MO E     -  BOONE LOT                                012 35 30.6
 JC1437:UTM  15      -  BOONE LOT                                011 01 43.9
 JC1437
 JC1437|---------------------------------------------------------------------|
 JC1437| PID    Reference Object                     Distance      Geod. Az  |
 JC1437|                                                           dddmmss.s |
 JC1437| JC1443 BOONE LOT                           APPROX.10.1 KM 0120107.3 |
 JC1437| CN6412 HERMANN RM 1                         15.401 METERS 09341     |
 JC1437| CN6413 HERMANN RM 2                         25.908 METERS 14543     |
 JC1437| JC1442 ROM                                 APPROX. 9.5 KM 3274135.6 |
 JC1437|---------------------------------------------------------------------|
 JC1437
 JC1437                          SUPERSEDED SURVEY CONTROL
 JC1437
 JC1437  NAD 83(1997)-  38 41 24.25894(N)    091 25 00.49767(W) AD(       ) 1
 JC1437  NAD 83(1986)-  38 41 24.27055(N)    091 25 00.49875(W) AD(       ) 1
 JC1437  NAD 83(1986)-  38 41 24.27145(N)    091 25 00.49583(W) AD(       ) 2
 JC1437  NAD 27      -  38 41 24.10727(N)    091 24 59.91133(W) AD(       ) 2
 JC1437  NGVD 29 (07/19/86)  290.2    (m)          952.     (f) VERT ANG       
 JC1437
 JC1437.Superseded values are not recommended for survey control.
 JC1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1437.See file dsdata.txt to determine how the superseded data were derived.
 JC1437
 JC1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC3769283574(NAD 83)
 JC1437_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1437_STAMPING: HERMANN 1970
 JC1437_MARK LOGO: USGS  
 JC1437_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1437+STABILITY: SURFACE MOTION
 JC1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1437+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1437
 JC1437  HISTORY     - Date     Condition        Report By
 JC1437  HISTORY     - 1970     MONUMENTED       USGS
 JC1437  HISTORY     - 19950119 GOOD             MODNR
 JC1437
 JC1437                          STATION DESCRIPTION
 JC1437
 JC1437'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1437'THE STATION IS LOCATED ABOUT 1 MI SE. OF HERMANN, IN THE
 JC1437'SW. QUARTER OF SEC. 31, T. 46 N., R. 4 W., ON TOP OF A HIGH BUTTE,
 JC1437'ON PROPERTY OF THE BELL TELEPHONE COMPANY AND NEAR THEIR REPEATER
 JC1437'STATION AND MICROWAVE TOWER.
 JC1437'
 JC1437'TO REACH THE STATION FROM THE HERMANN POST OFFICE, DRIVE W. ON
 JC1437'E. 4TH STREET FOR 0.1 MI TO JCT. WITH STATE HWY. 19, TURN LEFT
 JC1437'AND DRIVE S. ON HWY. 19 FOR 0.7 MI TO A Y-JCT. OF CO. HWY. H, TURN
 JC1437'LEFT ON HWY. H AND DRIVE SE. FOR 1.0 MI TO THE JCT. OF A GRAVEL
 JC1437'RD. (NEAR TOP OF HILL), TURN LEFT ONTO GRAVEL RD. AND DRIVE E.
 JC1437'AND SE. FOR 0.75 MI TO JCT. OF THE DRIVE TO THE MICROWAVE TOWER,
 JC1437'TURN LEFT AND DRIVE N. FOR 0.1 MI TO THE TOWER AND STATION.
 JC1437'
 JC1437'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HERMANN
 JC1437'1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 JC1437'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 JC1437'
 JC1437'STATION MARK IS 438 FT N.-NW. OF THE JCT. OF THE DRIVE TO THE
 JC1437'TOWER, 63.5 FT W.-NW. OF THE NW. COR. OF THE FENCE AROUND TOWER,
 JC1437'105 FT NW. OF THE NW. COR. OF A CONCRETE BUILDING (MAIN BLDG.),
 JC1437'AND 28 FT SE. OF THE NW. COR. OF TOWER LOT.
 JC1437'
 JC1437'REFERENCE MARK 1 IS 50.53 FT (15.401 M.) E. OF STATION, 15.3 FT
 JC1437'NW. OF NW. COR. OF TOWER FENCE AND 1 FT W. OF NW. COR. OF GRAVEL
 JC1437'WALKWAY.
 JC1437'
 JC1437'REFERENCE MARK 2 IS 85.00 FT (25.908 M.) SE. OF STATION, 20.2 FT
 JC1437'N.-NW. OF NW. COR. OF CONCRETE BUILDING, 10 FT W. OF TOWER FENCE
 JC1437'AND 1.5 FT W. OF W. EDGE OF GRAVEL WALK.
 JC1437'
 JC1437'THE STATION AND ET STATION ROM 1970 ARE INTERVISIBLE FROM GROUND.
 JC1437'
 JC1437'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 67.01 FT
 JC1437'(20.425 M.)
 JC1437
 JC1437                          STATION RECOVERY (1995)
 JC1437
 JC1437'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1437'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD USGS TABLETS
 JC1437'STAMPED HERMANN, 1970 CRIMPED ON 10 FT (3.0 M) LENGTHS OF COPPER
 JC1437'COATED ROD DRIVEN FLUSH WITH THE GROUND AND SET IN 6 INCH TILE FILLED
 JC1437'WITH GRAVEL. THE STATION IS LOCATED IN THE NW PART OF A MICROWAVE
 JC1437'TOWER SITE ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF HERMANN, MO.  IT IS 440
 JC1437'FT (134.1 M) NNW OF THE JUNCTION OF THE DRIVE TO THE TOWER, 48.5 FT
 JC1437'(14.8 M) WNW OF THE NORTHWEST CORNER POST OF THE BARBED WIRE
 JC1437'ENCLOSURE, 105 FT (32.0 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 JC1437'BUILDING AND 4.7 FT (1.4 M) SOUTH OF A CARSONITE WITNESS POST.
 JC1437'REFERENCE MARK NO.  1 IS 50.5 FT (15.4 M) EAST OF THE STATION, 15.3 FT
 JC1437'(4.7 M) NORTHWEST OF THE NORTHWEST CORNER POST OF THE CHAIN LINK TOWER
 JC1437'ENCLOSURE FENCE AND 9.0 FT (2.7 M) NNE OF THE NORTHWEST CORNER POST OF
 JC1437'THE BARBED WIRE FENCE. REFERENCE MARK NO.  2 IS 20.2 FT (6.2 M) NNW OF
 JC1437'THE NORTHWEST CORNER OF THE BUILDING, 10 FT (3.0 M) WEST OF THE CHAIN
 JC1437'LINK FENCE, 3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST AT THE
 JC1437'BARBED WIRE FENCE AND 85.0 FT (25.9 M) SOUTHEAST OF THE STATION. TO
 JC1437'REACH THE STATION FORM THE JUNCTION OF MISSOURI HIGHWAY 19 WITH ROUTE
 JC1437'H IN HERMANN, MO, GO SOUTHEASTERLY ON ROUTE H FOR 1.0 MI (1.6 KM) TO
 JC1437'BOY SCOUT ROAD (GASCONADE COUNTY ROAD 301) .  TURN LEFT EASTERLY ON
 JC1437'BOY SCOUT ROAD FOR 0.7 MI (1.1 KM) TO A 90 LEFT TURN WITH A STORAGE
 JC1437'FACILITY ON THE RIGHT.  CONTINUE THROUGH CURVE AND GO NORTHERLY FOR
 JC1437'0.1 MI (0.2 KM) TO A 90 CURVE RIGHT AND THE ENTRANCE TO THE MICROWAVE
 JC1437'AHEAD.  CONTINUE NORTH ON THE ENTRANCE FOR 0.05 MI (0.08 KM) TO THE
 JC1437'MICROWAVE TOWER SITE AND THE STATION AS DESCRIBED. NO AZIMUTH MARK HAS
 JC1437'BEEN ESTABLISHED FOR THIS STATION. GATE AT ENTRANCE TO TOWER SITE IS
 JC1437'NOW LOCKED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1436 ***********************************************************************
 JC1436  DESIGNATION -  HERMANN MICROWAVE TOWER
 JC1436  PID         -  JC1436
 JC1436  STATE/COUNTY-  MO/GASCONADE
 JC1436  USGS QUAD   -  HERMANN (1985)
 JC1436
 JC1436                         *CURRENT SURVEY CONTROL
 JC1436  ___________________________________________________________________
 JC1436* NAD 83(1997)-  38 41 23.85537(N)    091 24 59.39551(W)     ADJUSTED  
 JC1436* NAVD 88     -                                                        
 JC1436  ___________________________________________________________________
 JC1436  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 JC1436  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JC1436
 JC1436  HORZ ORDER  -  THIRD
 JC1436
 JC1436.The horizontal coordinates were established by classical geodetic methods
 JC1436.and adjusted by the National Geodetic Survey in February 2000..
 JC1436
 JC1436
 JC1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1436
 JC1436.The geoid height was determined by GEOID03.
 JC1436
 JC1436;                    North         East     Units Scale Factor Converg.
 JC1436;SPC MO E     -   317,413.399   170,266.258   MT  1.00001159   -0 34 22.6
 JC1436;UTM  15      - 4,283,561.806   637,718.409   MT  0.99983356   +0 59 24.0
 JC1436
 JC1436                          SUPERSEDED SURVEY CONTROL
 JC1436
 JC1436  NAD 83(1997)-  38 41 23.86284(N)    091 24 59.39589(W) AD(       ) 4
 JC1436  NAD 83(1986)-  38 41 23.87566(N)    091 24 59.39543(W) AD(       ) 4
 JC1436  NAD 27      -  38 41 23.71118(N)    091 24 58.80918(W) AD(       ) 3
 JC1436
 JC1436.Superseded values are not recommended for survey control.
 JC1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1436.See file dsdata.txt to determine how the superseded data were derived.
 JC1436
 JC1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC3771883562(NAD 83)
 JC1436_MARKER: 45 = MICROWAVE TOWER
 JC1436
 JC1436  HISTORY     - Date     Condition        Report By
 JC1436  HISTORY     - 1970     FIRST OBSERVED   USGS
 JC1436
 JC1436                          STATION DESCRIPTION
 JC1436
 JC1436'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0568 ***********************************************************************
 LE0568  DESIGNATION -  HICKORY
 LE0568  PID         -  LE0568
 LE0568  STATE/COUNTY-  MO/GRUNDY
 LE0568  USGS QUAD   -  TRENTON WEST (1984)
 LE0568
 LE0568                         *CURRENT SURVEY CONTROL
 LE0568  ___________________________________________________________________
 LE0568* NAD 83(1997)-  40 01 12.84174(N)    093 39 45.92217(W)     ADJUSTED  
 LE0568* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 LE0568  ___________________________________________________________________
 LE0568  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 LE0568  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LE0568
 LE0568  HORZ ORDER  -  SECOND
 LE0568
 LE0568.The horizontal coordinates were established by classical geodetic methods
 LE0568.and adjusted by the National Geodetic Survey in February 2000..
 LE0568
 LE0568.The orthometric height was scaled from a topographic map.
 LE0568
 LE0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0568
 LE0568.The geoid height was determined by GEOID03.
 LE0568
 LE0568;                    North         East     Units Scale Factor Converg.
 LE0568;SPC MO C     -   465,342.658   400,742.504   MT  1.00005458   -0 44 52.0
 LE0568;UTM  15      - 4,430,213.328   443,443.814   MT  0.99963938   -0 25 34.3
 LE0568
 LE0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0568!SPC MO C     -   0.99996396  x   1.00005458  =   1.00001854
 LE0568!UTM  15      -   0.99996396  x   0.99963938  =   0.99960335
 LE0568
 LE0568:                Primary Azimuth Mark                     Grid Az
 LE0568:SPC MO C     -  HICKORY AZ MK 2                          013 41 43.2
 LE0568:UTM  15      -  HICKORY AZ MK 2                          013 22 25.5
 LE0568
 LE0568|---------------------------------------------------------------------|
 LE0568| PID    Reference Object                     Distance      Geod. Az  |
 LE0568|                                                           dddmmss.s |
 LE0568| CL9526 HICKORY AZ MK 2                                    0125651.2 |
 LE0568| LE0567 TRENTON MUNICIPAL TANK              APPROX. 7.1 KM 0212305.8 |
 LE0568| LE0563 TRENTON GRUNDY CO CTHSE SPIRE       APPROX. 7.0 KM 0322021.9 |
 LE0568| LE0560 TRENTON CENTRAL FARMS PROD STK      APPROX. 7.4 KM 0374744.9 |
 LE0568| CL9527 HICKORY RM 1                         28.434 METERS 06557     |
 LE0568| CL9528 HICKORY RM 2                         32.550 METERS 15615     |
 LE0568| CL9525 HICKORY AZ MK                                      1961402.3 |
 LE0568|---------------------------------------------------------------------|
 LE0568
 LE0568                          SUPERSEDED SURVEY CONTROL
 LE0568
 LE0568  NAD 83(1997)-  40 01 12.84232(N)    093 39 45.92337(W) AD(       ) 2
 LE0568  NAD 83(1997)-  40 01 12.84428(N)    093 39 45.92482(W) AD(       ) 2
 LE0568  NAD 83(1986)-  40 01 12.84387(N)    093 39 45.92463(W) AD(       ) 2
 LE0568  NAD 27      -  40 01 12.79570(N)    093 39 45.13650(W) AD(       ) 2
 LE0568
 LE0568.Superseded values are not recommended for survey control.
 LE0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0568.See file dsdata.txt to determine how the superseded data were derived.
 LE0568
 LE0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE4344430213(NAD 83)
 LE0568_MARKER: DS = TRIANGULATION STATION DISK
 LE0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0568+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 LE0568
 LE0568  HISTORY     - Date     Condition        Report By
 LE0568  HISTORY     - 1948     MONUMENTED       CGS
 LE0568  HISTORY     - 1966     GOOD             CGS
 LE0568  HISTORY     - 20060724 GOOD             INDIV
 LE0568
 LE0568                          STATION DESCRIPTION
 LE0568
 LE0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 LE0568'STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF TRENTON IN
 LE0568'THE SOUTH-WEST ANGLE OF A LANE LEADING WEST AND COUNTY ROUTE
 LE0568'W.  IT IS 33 FEET SOUTH OF THE LANE AND 41 FEET WEST OF THE
 LE0568'CENTER OF COUNTY ROUTE W.  IT IS 2 FEET SOUTH EAST OF A WITNESS
 LE0568'POST AND IS STAMPED HICKORY 1948, FLUSH WITH THE GROUND.
 LE0568'
 LE0568'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY AND 28 FEET EAST OF
 LE0568'THE CENTER OF COUNTY ROUTE W, 1 FOOT WEST OF THE FENCE LINE AND 2
 LE0568'FEET SOUTH OF A TELEPHONE POLE WITH A TRIANGLE BLAZE ON THE WEST
 LE0568'SIDE.  IT IS STAMPED HICKORY NO 1 1948 AND PROJECTS 6 INCHES.
 LE0568'
 LE0568'REFERENCE MARK NO. 2 IS 28 FEET EAST OF THE CENTER OF COUNTY
 LE0568'ROUTE W, 1 FOOT WEST OF THE FENCE LINE AND 20.5 FEET NORTH OF A
 LE0568'TELEPHONE POLE.  IT IS STAMPED HICKORY NO 2 1948 AND PROJECTS 6
 LE0568'INCHES.
 LE0568'
 LE0568'AZIMUTH MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF
 LE0568'THE CONCRETE SLAB AT THE ENTRANCE TO THE DOCKERY CHAPEL METHODIST
 LE0568'CHURCH.  THE MARK IS STAMPED HICKORY 1948.
 LE0568'
 LE0568'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 65 (CITY ROUTE) AND
 LE0568'STATE HIGHWAY 6 NEAR THE NORTH EDGE OF TRENTON, GO WESTERLY ON
 LE0568'STATE HIGHWAY 6 FOR 3 MILES TO THE JUNCTION WITH COUNTY ROUTE W,
 LE0568'TURN LEFT, SOUTH, ON COUNTY ROUTE W FOR 4.65 MILES TO A LANE
 LE0568'LEADING WEST AND THE STATION AS DESCRIBED.  CONTINUE SOUTH FOR
 LE0568'0.6 MILE TO THE CHURCH ON THE RIGHT AND THE AZIMUTH MARK AT THE
 LE0568'EAST ENTRANCE TO THE CHURCH.
 LE0568'
 LE0568'AN 87 FOOT SIGNAL AT GRUNDY IS VISIBLE AT 15 FEET.
 LE0568'
 LE0568'A 74 FOOT SIGNAL AT JACKSON IS VISIBLE AT 30 FEET.
 LE0568'
 LE0568'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LE0568
 LE0568                          STATION RECOVERY (1966)
 LE0568
 LE0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LE0568'ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LE0568'THE AZIMUTH MARK WAS NO LONGER VISIBLE FROM THE GROUND AT THE
 LE0568'STATION DUE TO TREES THAT HAVE GROWN UP ON LINE.  A NEW AZIMUTH
 LE0568'MARK WAS ESTABLISHED AT TIME OF RECOVERY BUT THE ORIGINAL MARK
 LE0568'WAS LEFT IN PLACE.
 LE0568'
 LE0568'TO REACH THE STATION FROM TRENTON, FROM THE SOUTHWEST CORNER OF
 LE0568'THE COURTHOUSE, GO SOUTH AND WEST ON STATE HIGHWAY 6 FOR 2.5 MILES
 LE0568'TO JUNCTION WITH STATE HIGHWAY 146 AND COUNTY ROUTE W, TURN LEFT
 LE0568'AND GO SOUTH ON COUNTY ROUTE W FOR 3.35 MILES TO A SIDE ROAD LEFT
 LE0568'AND THE RESET AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE
 LE0568'INTERSECTION, CONTINUE SOUTH FOR 0.15 MILE TO A DRIVEWAY ON
 LE0568'RIGHT AT TOP OF HILL AND STATION ON RIGHT.
 LE0568'
 LE0568'THE STATION MARK IS 41 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LE0568'33 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 1 FOOT
 LE0568'SOUTHEAST OF A METAL WITNESS POST.  MARK FLUSH AND DISK STAMPED
 LE0568'HICKORY 1948.
 LE0568'
 LE0568'R.M. NO. 1 IS 28 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LE0568'2 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A FENCE.
 LE0568'MARK PROJECTS 4 INCHES AND DISK IS STAMPED HICKORY NO 1 1948.
 LE0568'
 LE0568'R.M. NO. 2 IS 28 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LE0568'20.5 FEET NORTH OF A TELEPHONE POLE AND 1 FEET WEST OF A FENCE.
 LE0568'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HICKORY NO 2 1948.
 LE0568'
 LE0568'THE RESET AZIMUTH MARK IS 0.05 MILE SOUTH OF A FARMHOUSE, 65 FEET
 LE0568'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF
 LE0568'THE CENTERLINE OF THE SIDE ROAD, 1.5 FEET SOUTHWEST OF A CORNER
 LE0568'POST AND 1.5 FEET NORTH OF A METAL WITNESS POST.  MARK PROJECTS
 LE0568'3 INCHES AND THE DISK IS STAMPED HICKORY 1948 RESET 1966.
 LE0568'
 LE0568'THE ORIGINAL AZIMUTH MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST
 LE0568'CORNER OF THE CONCRETE SLAB AT THE ENTRANCE TO THE DOCKERY CHAPEL
 LE0568'METHODIST CHURCH AND IS ABOUT 0.6 MILE SOUTH-SOUTHWEST OF THE
 LE0568'STATION.
 LE0568
 LE0568                          STATION RECOVERY (2006)
 LE0568
 LE0568'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RTH)
 LE0568'TO REACH THE MONUMENT FROM TRENTON, GO WEST ON ROUTE 6 FOR 2.6 MILES
 LE0568'TO ROUTE W, THEN GO SOUTH ON ROUTE W FOR 3.4 MILES TO THE MONUMENT ON
 LE0568'THE WEST SIDE OF ROUTE W.
 LE0568'THE MONUMENT IS 54.6' SE OF A PK NAIL AND SURVEY WASHER IN THE SE FACE
 LE0568'OF A CORNER POST,
 LE0568'54.2' E OF A PK NAIL AND SURVEY WASHER IN THE E FACE OF A POWER POLE,
 LE0568' 
 LE0568'13.9' E OF A POWER POLE GUY ANCHOR, 43' W OF THE CL OF ROUTE W, AND
 LE0568'35' S OF THE CL OF A GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1224 ***********************************************************************
 HD1224  DESIGNATION -  HICKORY
 HD1224  PID         -  HD1224
 HD1224  STATE/COUNTY-  MO/DALLAS
 HD1224  USGS QUAD   -  LEADMINE (1982)
 HD1224
 HD1224                         *CURRENT SURVEY CONTROL
 HD1224  ___________________________________________________________________
 HD1224* NAD 83(1997)-  37 48 08.57383(N)    092 57 39.23185(W)     ADJUSTED  
 HD1224* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 HD1224  ___________________________________________________________________
 HD1224  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HD1224  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HD1224
 HD1224  HORZ ORDER  -  SECOND
 HD1224
 HD1224.The horizontal coordinates were established by classical geodetic methods
 HD1224.and adjusted by the National Geodetic Survey in February 2000..
 HD1224
 HD1224.The orthometric height was scaled from a topographic map.
 HD1224
 HD1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1224
 HD1224.The geoid height was determined by GEOID03.
 HD1224
 HD1224;                    North         East     Units Scale Factor Converg.
 HD1224;SPC MO C     -   218,599.178   459,412.423   MT  0.99995362   -0 16 57.0
 HD1224;UTM  15      - 4,183,889.939   503,442.266   MT  0.99960015   +0 01 26.3
 HD1224
 HD1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1224!SPC MO C     -   0.99995098  x   0.99995362  =   0.99990460
 HD1224!UTM  15      -   0.99995098  x   0.99960015  =   0.99955115
 HD1224
 HD1224:                Primary Azimuth Mark                     Grid Az
 HD1224:SPC MO C     -  HICKORY AZ MK                            115 51 50.2
 HD1224:UTM  15      -  HICKORY AZ MK                            115 33 26.9
 HD1224
 HD1224|---------------------------------------------------------------------|
 HD1224| PID    Reference Object                     Distance      Geod. Az  |
 HD1224|                                                           dddmmss.s |
 HD1224| CN6414 HICKORY AZ MK                                      1153453.2 |
 HD1224| CN6415 HICKORY RM 1                         22.932 METERS 11547     |
 HD1224| HD1209 WOODWARD                            APPROX.20.2 KM 1240017.1 |
 HD1224| CN6416 HICKORY RM 2                         22.880 METERS 26250     |
 HD1224|---------------------------------------------------------------------|
 HD1224
 HD1224                          SUPERSEDED SURVEY CONTROL
 HD1224
 HD1224  NAD 83(1986)-  37 48 08.58510(N)    092 57 39.23133(W) AD(       ) 2
 HD1224  NAD 27      -  37 48 08.45100(N)    092 57 38.56200(W) AD(       ) 2
 HD1224
 HD1224.Superseded values are not recommended for survey control.
 HD1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1224.See file dsdata.txt to determine how the superseded data were derived.
 HD1224
 HD1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB0344283890(NAD 83)
 HD1224_MARKER: DS = TRIANGULATION STATION DISK
 HD1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1224
 HD1224  HISTORY     - Date     Condition        Report By
 HD1224  HISTORY     - 1947     MONUMENTED       CGS
 HD1224
 HD1224                          STATION DESCRIPTION
 HD1224
 HD1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1224'THE STATION IS LOCATED ABOUT 15 MILES WEST-NORTHWEST OF LEBANON
 HD1224'AND 4 MILES NORTH OF STATE HIGHWAY 64 ON A GRAVELED SINGLE-LANE
 HD1224'ROAD.  IT IS 33 FEET WEST OF A GRAVELED ROAD, 46 FEET NORTH
 HD1224'OF A DIM TRACK ROAD AND 4.5 FEET SOUTH OF A WITNESS POST.  THE
 HD1224'DISK IS STAMPED HICKORY 1947 AND PROJECTS 4 INCHES.
 HD1224'
 HD1224'REFERENCE MARK NO. 1 IS 75.24 FEET SOUTHEAST OF THE STATION.
 HD1224'IT IS 11 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD.
 HD1224'THE DISK IS STAMPED HICKORY NO 1 1947 AND PROJECTS 4 INCHES.
 HD1224'
 HD1224'REFERENCE MARK NO. 2 IS 75.06 FEET SOUTHWEST OF THE STATION
 HD1224'AND 18 FEET EAST OF THE CENTERLINE OF A DIM TRACK ROAD.
 HD1224'THE DISK IS STAMPED HICKORY NO 2 1947 AND PROJECTS 6 INCHES.
 HD1224'
 HD1224'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE EAST OF THE
 HD1224'STATION, 21 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD
 HD1224'AND 2.9 FEET NORTH OF A WITNESS POST.  THE DISK IS STAMPED
 HD1224'HICKORY 1947 AND PROJECTS 4 INCHES.
 HD1224'
 HD1224'TO REACH THE STATION FROM LEBANON, GO NORTH ON JEFFERSON
 HD1224'AVENUE TO THE JUNCTION OF STATE HIGHWAYS 5 AND 64 AND FROM
 HD1224'THERE 11.9 MILES NORTH ON HIGHWAY 64 TO THE CENTER OF THE
 HD1224'CONCRETE BRIDGE OVER THE NIANGUA RIVER.  CONTINUE ON FOR
 HD1224'3.8 MILES TO GRAVELED SINGLE LANE ROAD LEADING NORTH.  TURN
 HD1224'RIGHT (NORTH) FOR 4.0 MILES TO ROAD JUNCTION AND TURN RIGHT
 HD1224'(NORTH) FOR APPROXIMATELY 500 FEET TO STATION ON LEFT AS
 HD1224'DESCRIBED.
 HD1224'
 HD1224'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH APPROXIMATELY
 HD1224'500 FEET TO THE ROAD JUNCTION AND TURN LEFT (SOUTH) FOR
 HD1224'0.15 MILE TO STATION ON LEFT AS DESCRIBED.  THE AZIMUTH
 HD1224'MARK IS NOT VISIBLE FROM THE GROUND AND A CONSIDERABLE AMOUNT
 HD1224'OF CLEARING WOULD BE REQUIRED TO MAKE IT VISIBLE.
 HD1224'
 HD1224'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1260 ***********************************************************************
 HD1260  DESIGNATION -  HICKORY
 HD1260  PID         -  HD1260
 HD1260  STATE/COUNTY-  MO/GREENE
 HD1260  USGS QUAD   -  BASSVILLE (1970)
 HD1260
 HD1260                         *CURRENT SURVEY CONTROL
 HD1260  ___________________________________________________________________
 HD1260* NAD 83(1997)-  37 22 10.92006(N)    093 14 18.02440(W)     ADJUSTED  
 HD1260* NAVD 88     -       402.1    (meters)    1319.     (feet)  GPS OBS   
 HD1260  ___________________________________________________________________
 HD1260  X           -    -286,712.532 (meters)                     COMP
 HD1260  Y           -  -5,067,386.802 (meters)                     COMP
 HD1260  Z           -   3,850,307.229 (meters)                     COMP
 HD1260  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 HD1260  ELLIP HEIGHT-         372.63  (meters)          (02/17/00) GPS OBS
 HD1260  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HD1260
 HD1260  HORZ ORDER  -  FIRST
 HD1260  ELLP ORDER  -  FOURTH    CLASS I
 HD1260
 HD1260.The horizontal coordinates were established by GPS observations
 HD1260.and adjusted by the National Geodetic Survey in February 2000..
 HD1260
 HD1260.The orthometric height was determined by GPS observations and a
 HD1260.high-resolution geoid model.
 HD1260
 HD1260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1260
 HD1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1260
 HD1260.The ellipsoidal height was determined by GPS observations
 HD1260.and is referenced to NAD 83.
 HD1260
 HD1260.The geoid height was determined by GEOID03.
 HD1260
 HD1260;                    North         East     Units Scale Factor Converg.
 HD1260;SPC MO C     -   170,735.328   434,602.548   MT  0.99998600   -0 26 53.4
 HD1260;UTM  15      - 4,135,912.318   478,896.531   MT  0.99960549   -0 08 40.8
 HD1260
 HD1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1260!SPC MO C     -   0.99994153  x   0.99998600  =   0.99992753
 HD1260!UTM  15      -   0.99994153  x   0.99960549  =   0.99954704
 HD1260
 HD1260|---------------------------------------------------------------------|
 HD1260| PID    Reference Object                     Distance      Geod. Az  |
 HD1260|                                                           dddmmss.s |
 HD1260| CN6418 HICKORY RM 1                         17.159 METERS 18006     |
 HD1260| CN6419 HICKORY RM 2                         19.929 METERS 29146     |
 HD1260| CN6417 HICKORY AZ MK                                      3582925.5 |
 HD1260|---------------------------------------------------------------------|
 HD1260
 HD1260                          SUPERSEDED SURVEY CONTROL
 HD1260
 HD1260  NAD 83(1997)-  37 22 10.92023(N)    093 14 18.02433(W) AD(       ) 1
 HD1260  NAD 83(1986)-  37 22 10.93309(N)    093 14 18.02440(W) AD(       ) 1
 HD1260  NAD 83(1986)-  37 22 10.93437(N)    093 14 18.02197(W) AD(       ) 3
 HD1260  NAD 27      -  37 22 10.77230(N)    093 14 17.34280(W) AD(       ) 3
 HD1260
 HD1260.Superseded values are not recommended for survey control.
 HD1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1260.See file dsdata.txt to determine how the superseded data were derived.
 HD1260
 HD1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7889735912(NAD 83)
 HD1260_MARKER: DD = SURVEY DISK
 HD1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1260_STAMPING: HICKORY 1960
 HD1260_MARK LOGO: CGS   
 HD1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1260+STABILITY: SURFACE MOTION
 HD1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1260+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1996
 HD1260
 HD1260  HISTORY     - Date     Condition        Report By
 HD1260  HISTORY     - 1960     MONUMENTED       CGS
 HD1260  HISTORY     - 19960823 GOOD             MODNR
 HD1260
 HD1260                          STATION DESCRIPTION
 HD1260
 HD1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1260'THE STATION IS ABOUT 11-1/2 MILES NORTH OF SPRINGFIELD AND
 HD1260'5 MILES WEST OF FAIR GROVE, IN THE NORTHWEST QUARTER OF
 HD1260'SECTION 34, T 31 N, R 21 W, ON THE PROPERTY OWNED BY MR.
 HD1260'DWAYNE BLUMENSTOCK.
 HD1260'
 HD1260'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 HD1260'AND COUNTY ROUTE H ABOUT 6 MILES NORTH OF SPRINGFIELD, GO
 HD1260'NORTHEAST ON HIGHWAY 65 FOR 1.7 MILES TO A SIDE ROAD ON
 HD1260'THE LEFT.  TURN LEFT AND GO NORTH ON THE BLACKTOP ROAD FOR
 HD1260'2.1 MILES TO THE STATION ON THE RIGHT.
 HD1260'
 HD1260'STATION MARKS ARE STANDARD DISKS STAMPED HICKORY 1960.  THE
 HD1260'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HD1260'THE SURFACE OF THE GROUND.  IT IS 33 FEET EAST OF THE CENTER
 HD1260'OF THE BLACKTOP ROAD, 29 FEET SOUTH OF AN 8-INCH DECIDUOUS
 HD1260'TREE, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 1
 HD1260'FOOT EAST OF A NORTH-SOUTH FENCE.  THE UNDERGROUND DISK IS
 HD1260'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 HD1260'SURFACE OF THE GROUND.
 HD1260'
 HD1260'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HICKORY NO 1
 HD1260'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 HD1260'INCHES.  IT IS 33 FEET EAST OF THE CENTER OF THE BLACKTOP ROAD
 HD1260'AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE.
 HD1260'
 HD1260'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HICKORY NO 2
 HD1260'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HD1260'OF THE GROUND.  IT IS 29 FEET WEST OF THE CENTER OF THE
 HD1260'BLACKTOP ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 HD1260'
 HD1260'AZIMUTH MARK, A STANDARD DISK STAMPED HICKORY 1960, IS SET
 HD1260'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HD1260'59 FEET NORTH OF A POWER POLE, 28 FEET WEST OF THE CENTER
 HD1260'OF THE BLACKTOP ROAD, 1 FOOT EAST OF THE NORTH-SOUTH FENCE
 HD1260'AND 2 FEET SOUTH OF A METAL WITNESS POST.
 HD1260'
 HD1260'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 HD1260'BLACKTOP ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HD1260'
 HD1260'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HD1260'
 HD1260'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 HD1260
 HD1260                          STATION RECOVERY (1996)
 HD1260
 HD1260'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 HD1260'THE STATION IS A STANDARD CGS DISK SET IN A 12 INCH SQUARE CONCRETE
 HD1260'POST FLUSH WITH THE GROUND SURFACE 30 INCHES ABOVE THE UNDERGROUND
 HD1260'MARK AND LOCATED ON PRIVATE PROPERTY LOCATED IN THE NORTHWEST QUARTER
 HD1260'OF SECTION 34, T31N, R2W.  THE STATION IS 1.4 FT (0.4 M) EAST OF THE
 HD1260'R-O-W FENCE, 33 FT (10.1 M) EAST OF THE CENTERLINE OF FARM ROAD 173,
 HD1260'2.6 FT (0.8 M) SOUTHEAST OF AN ANGLE IRON SIGN POST, 55 FT (16.8 M)
 HD1260'SOUTH OF THE WESTERNMOST OF TWO 10 IN CEDAR TREES AND 4 FT (1.2 M)
 HD1260'NORTH OF A 14 IN ELM TREE. THE AZIMUTH MARK IS A STANDARD CGS AZIMUTH
 HD1260'DISK SET IN 12 IN SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 HD1260'GROUND SURFA AND IS LOCATED 0.25 MI (0.40 KM) NORTH OF THE STATION IN
 HD1260'THE WEST R-O-W OF FARM ROAD -173-.  THE MARK IS 27.6 FT (8.4 M) WEST
 HD1260'OF THE ROAD CENTERLINE, 2.3 FT (0.7 M) SOUTHEAST OF AN ANGLE IRON SIGN
 HD1260'POST, 1.9 FT (0.6 M) EAST OF THE R-O-W FENCE, 63.3 FT (19.3 M)
 HD1260'NORTHWEST OF A NAIL AND SHINER IN A FENCE BRACE POST, 18.3 FT (5.6 M)
 HD1260'NORTHEAST OF A NAIL AND SHINER IN AN 8 INCH FENCE POST AND 59 FT (18.0
 HD1260'M) NORTHEAST OF A POWER POLE. TO REACH THE STATION FROM THE JUNCTION
 HD1260'OF MISSOURI ROUTES -H- AND -KK- ABOUT 5 MI (8.0 KM) NORTH OF THE
 HD1260'GLENSTONE OVERPASS ACROSS I-44 IN NORTHEAST, SPRINGFIELD, GO NORTHEAST
 HD1260'ON ROUTE -KK- FOR 0.85 MI (1.37 KM) TO THE JUNCTION WHERE -KK- GOES
 HD1260'EAST AND FARM ROAD -206A- GOES STRAIGHT.  CONTINUE NORTHEAST ON FARM
 HD1260'ROAD -206A- FOR 0.75 MI (1.21 KM) TO JUNCTION WITH FARM ROAD -173-.
 HD1260'TURN LEFT AND GO NORTH ON ROAD -173- FOR 0.95 MI (1.53 KM) TO
 HD1260'CROSSROADS WITH FARM ROAD -48-.  CONTINUE NORTH ON FARM ROAD -48- FOR
 HD1260'1.15 MI (1.85 KM) TO THE STATION ON THE RIGHT. TO REACH THE AZIMUTH
 HD1260'MARK FROM THE STATION, GO NORTH ON FARM ROAD -173- FOR 0.25 MI (0.40
 HD1260'KM) TO THE MARK ON THE RIGHT. DATE OF REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0670 ***********************************************************************
 KC0670  DESIGNATION -  HICKORY RESET
 KC0670  PID         -  KC0670
 KC0670  STATE/COUNTY-  MO/CALLAWAY
 KC0670  USGS QUAD   -  MEXICO SE (1984)
 KC0670
 KC0670                         *CURRENT SURVEY CONTROL
 KC0670  ___________________________________________________________________
 KC0670* NAD 83(1997)-  39 02 17.94918(N)    091 46 31.96701(W)     ADJUSTED  
 KC0670* NAVD 88     -       258.2    (meters)     847.     (feet)  VERTCON   
 KC0670  ___________________________________________________________________
 KC0670  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 KC0670  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KC0670
 KC0670  HORZ ORDER  -  FIRST
 KC0670
 KC0670.The horizontal coordinates were established by classical geodetic methods
 KC0670.and adjusted by the National Geodetic Survey in February 2000..
 KC0670
 KC0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0670
 KC0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0670
 KC0670.The geoid height was determined by GEOID03.
 KC0670
 KC0670;                    North         East     Units Scale Factor Converg.
 KC0670;SPC MO C     -   355,934.298   562,719.115   MT  0.99998175   +0 27 22.7
 KC0670;UTM  15      - 4,321,742.182   605,972.057   MT  0.99973828   +0 46 16.6
 KC0670
 KC0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0670!SPC MO C     -   0.99996457  x   0.99998175  =   0.99994632
 KC0670!UTM  15      -   0.99996457  x   0.99973828  =   0.99970286
 KC0670
 KC0670:                Primary Azimuth Mark                     Grid Az
 KC0670:SPC MO C     -  HICKORY AZ MK                            097 40 48.4
 KC0670:UTM  15      -  HICKORY AZ MK                            097 21 54.5
 KC0670
 KC0670|---------------------------------------------------------------------|
 KC0670| PID    Reference Object                     Distance      Geod. Az  |
 KC0670|                                                           dddmmss.s |
 KC0670| CL9520 HICKORY AZ MK                                      0980811.1 |
 KC0670| CL9521 HICKORY AZ MK 2                                    1003234.5 |
 KC0670| CL9522 HICKORY RM 1                         46.284 METERS 14207     |
 KC0670| CL9524 HICKORY RM 3                         59.064 METERS 22435     |
 KC0670| CL9523 HICKORY RM 2                         59.363 METERS 22435     |
 KC0670| KC0673 AUXVASSE MUNICIPAL TANK             APPROX.10.8 KM 2571326.9 |
 KC0670|---------------------------------------------------------------------|
 KC0670
 KC0670                          SUPERSEDED SURVEY CONTROL
 KC0670
 KC0670  NAD 83(1997)-  39 02 17.96063(N)    091 46 31.97247(W) AD(       ) 1
 KC0670  NAD 83(1986)-  39 02 17.96232(N)    091 46 31.97306(W) AD(       ) 1
 KC0670  NAD 27      -  39 02 17.82530(N)    091 46 31.36360(W) AD(       ) 1
 KC0670  NGVD 29 (07/19/86)  258.2    (m)          847.     (f) VERT ANG       
 KC0670
 KC0670.Superseded values are not recommended for survey control.
 KC0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0670.See file dsdata.txt to determine how the superseded data were derived.
 KC0670
 KC0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD0597221742(NAD 83)
 KC0670_MARKER: DS = TRIANGULATION STATION DISK
 KC0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KC0670
 KC0670  HISTORY     - Date     Condition        Report By
 KC0670  HISTORY     - 1934     MONUMENTED       CGS
 KC0670  HISTORY     - 1948     GOOD             MOHC
 KC0670  HISTORY     - 1963     GOOD             CGS
 KC0670  HISTORY     - 1968     GOOD             CGS
 KC0670  HISTORY     - 1970     GOOD             NGS
 KC0670
 KC0670                          STATION DESCRIPTION
 KC0670
 KC0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KC0670'STATION IS ABOUT 7 MILES ENE OF AUXVASSE, ABOUT 10 MILES SE OF
 KC0670'MEXICO, ON GROUNDS OF THE HICKORY GROVE SCHOOL NO. 5, 86 FEET
 KC0670'NNE OF THE NE CORNER OF THE SCHOOLHOUSE, 79 FEET W OF CENTER LINE
 KC0670'OF THE N-S ROAD, 168 FEET N OF CENTER LINE OF THE E-W ROAD THAT
 KC0670'PASSES IN FRONT OF THE SCHOOLHOUSE, 40 FEET S OF THE N EDGE OF
 KC0670'THE SCHOOLHOUSE GROUNDS.  THE MARK PROJECTS 1 INCH.
 KC0670'
 KC0670'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KC0670'BRONZE DISKS SET IN CONCRETE.
 KC0670'
 KC0670'REFERENCE MARK NO. 1 IS 151.80 FEET SE OF STATION, 24 FEET E OF
 KC0670'CENTER LINE OF N-S ROAD, 52 FEET N OF CENTER LINE OF E-W ROAD,
 KC0670'1 FOOT W OF HEDGE FENCE, 125 FEET E OF SE CORNER OF THE
 KC0670'SCHOOLHOUSE.  IT PROJECTS 8 INCHES.
 KC0670'
 KC0670'REFERENCE MARK NO. 2 IS 194.76 FEET SW OF STATION, 21 FEET N
 KC0670'OF CENTER LINE OF E-W ROAD, AT THE E END OF A TALL HEDGE FENCE,
 KC0670'AT THE SW CORNER OF THE SCHOOLHOUSE GROUNDS, 231.26 W OF REFERENCE
 KC0670'MARK NO. 1, 82 FEET WSW OF THE SW CORNER OF THE SCHOOLHOUSE.
 KC0670'IT PROJECTS 4 INCHES.
 KC0670'
 KC0670'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE E OF STATION, 20 FEET
 KC0670'N OF CENTER LINE OF E-W ROAD, 1 FOOT N OF HEDGE FENCE, 40 FEET
 KC0670'W OF TELEPHONE POLE.  IT PROJECTS 7 INCHES.
 KC0670'
 KC0670'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 54 AND COUNTY
 KC0670'B IN AUXVASSE, GO E ON COUNTY B, 6.65 MILES TO WHERE COUNTY B
 KC0670'JOGS E AND A GRADED DIRT ROAD CONTINUES N.  GO N ON DIRT ROAD
 KC0670'0.3 MILE TO TURN W, THENCE W 0.1 MILE TO TURN N, THENCE N 0.25
 KC0670'MILE TO TURN W, THENCE W 0.1 MILE TO A T-ROAD LEADING N.  GO
 KC0670'N ON T-ROAD 1.0 MILE, THENCE E 0.5 MILE TO THE HICKORY GROVE
 KC0670'SCHOOL NO. 5 AND THE STATION.
 KC0670'
 KC0670'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 KC0670'
 KC0670'ALL LIGHTS CAME INTO VIEW AT 25 FEET.
 KC0670
 KC0670                          STATION RECOVERY (1948)
 KC0670
 KC0670'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1948
 KC0670'LETTER OF MR. W.P. DIVERS, COUNTY HWY. ENG., FULTON, MO., DATED
 KC0670'SEPT. 21, 1948-
 KC0670'
 KC0670'THE AZIMUTH MARK WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 KC0670'
 KC0670'DISK STAMPED HICKORY AZIMUTH 1934 RECEIVED AT THIS OFFICE 10/19/48.
 KC0670
 KC0670                          STATION RECOVERY (1963)
 KC0670
 KC0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KC0670'USC AND GS STATION AND REFERENCE MARK 1 RECOVERED.
 KC0670'STATION HAS BEEN HIT BY PLOW.  REFERENCE MARK 2 WAS LEANING
 KC0670'OVER.  AZIMUTH MARK PREVIOUSLY REPORTED DESTROYED.  ROUTE
 KC0670'DESCRIPTION ADEQUATE.
 KC0670
 KC0670                          STATION RECOVERY (1968)
 KC0670
 KC0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KC0670'THE STATION SITE IS NOW IN A CULTIVATED FIELD AND THE SURFACE
 KC0670'MARK WAS LOWERED BELOW PLOW DEPTH.  THE SURFACE MARK WAS
 KC0670'FOUND 0.041 METER WEST OF THE UNDERGROUND MARK.  THE POSITION
 KC0670'OF THE UNDERGROUND MARK WAS HELD AND A NEW SURFACE MARK WAS
 KC0670'SET.  REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN GOOD
 KC0670'CONDITION BUT THE ARROW ON THE DISK IS POINTED ABOUT 25 DEGREES
 KC0670'TO THE RIGHT OF THE STATION MARK.  REFERENCE MARK NO. 2 AND
 KC0670'THE AZIMUTH MARK WERE DESTROYED BY ROAD CONSTRUCTION.
 KC0670'
 KC0670'A NEW SURFACE MARK WAS SET, REFERENCE MARK NO. 3, AND A NEW
 KC0670'AZIMUTH MARK WERE ALSO SET.
 KC0670'
 KC0670'A COMPLETE DESCRIPTION FOLLOWS.
 KC0670'
 KC0670'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 KC0670'COUNTY ROAD B IN AUXVASSE, GO EAST ON COUNTY ROAD B FOR 7.35 MILES
 KC0670'TO A CROSSROAD AND THE JUNCTION WITH COUNTY ROAD CC.  TURN
 KC0670'LEFT AND GO WESTERLY ON COUNTY ROAD CC FOR 1.8 MILES TO THE
 KC0670'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON COUNTY ROAD CC FOR
 KC0670'0.25 MILE TO A SIDE ROAD LEFT AT CENTER OF A LONG CURVE.  TURN
 KC0670'LEFT AND GO ABOUT 50 YARDS TO A HOUSE AND THE STATION TO THE
 KC0670'NORTH OF THE HOUSE.
 KC0670'
 KC0670'STATION SURFACE MARK, A STANDARD DISK STAMPED HICKORY 1934 1968,
 KC0670'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 18 INCHES
 KC0670'BELOW THE SURFACE OF THE GROUND.  IT IS 237 FEET WEST-NORTHWEST
 KC0670'OF THE CENTER OF ROAD INTERSECTION, 98.5 FEET NORTHEAST OF THE
 KC0670'NORTHWEST CORNER OF THE HOUSE, 80.5 FEET NORTH-NORTHWEST OF THE
 KC0670'NORTHEAST CORNER OF GARAGE, AND 41 FEET EAST-SOUTHEAST OF A
 KC0670'CHICKEN HOUSE.  THE UNDERGROUND MARK, A STANDARD DISK STAMPED
 KC0670'HICKORY 1934, IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 KC0670'INCHES BELOW THE SURFACE OF THE GROUND.
 KC0670'
 KC0670'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HICKORY NO. 1 1934,
 KC0670'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 14
 KC0670'INCHES.  IT IS 26.5 FEET NORTH OF THE CENTER OF A GRAVELED
 KC0670'ROAD, 24 FEET EAST OF THE CENTER OF A DRIVEWAY, AND 125 FEET EAST
 KC0670'OF THE SOUTHEAST CORNER OF THE HOUSE.
 KC0670'
 KC0670'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HICKORY 1934 NO.
 KC0670'3 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 KC0670'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 81 FEET WEST-SOUTHWEST
 KC0670'OF THE SOUTHWEST CORNER OF THE HOUSE, 71 FEET WEST OF A
 KC0670'POWERLINE POLE WITH A TRANSFORMER, AND 25 FEET NORTH OF THE
 KC0670'CENTER OF THE GRAVELED ROAD.
 KC0670'
 KC0670'AZIMUTH MARK, A STANDARD DISK STAMPED HICKORY 1934 1968, IS
 KC0670'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 KC0670'SURFACE OF THE GROUND.  IT IS ABOUT 250 FEET EAST OF A DRIVEWAY,
 KC0670'36.5 FEET SOUTH OF THE CENTER OF COUNTY ROAD CC, 4 FEET
 KC0670'EAST-NORTHEAST OF A CORNER FENCE POST, 2 FEET WEST OF A STEEL
 KC0670'RIGHT-OF-WAY POST, AND 1.5 FEET EAST OF A METAL WITNESS POST.
 KC0670'
 KC0670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MILES
 KC0670'EAST-NORTHEAST OF AUXVASSE.
 KC0670
 KC0670                          STATION RECOVERY (1970)
 KC0670
 KC0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JFS)
 KC0670'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND IN GOOD
 KC0670'CONDITION AS DESCRIBED.
 KC0670'
 KC0670'THE OLD DESCRIPTION IS ADEQUATE.
 KC0670'
 KC0670'HEIGHT OF LIGHT AT LOUTRE 43.81 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1514 ***********************************************************************
 KE1514  DESIGNATION -  HIDY
 KE1514  PID         -  KE1514
 KE1514  STATE/COUNTY-  MO/DE KALB
 KE1514  USGS QUAD   -  CLARKSDALE (1983)
 KE1514
 KE1514                         *CURRENT SURVEY CONTROL
 KE1514  ___________________________________________________________________
 KE1514* NAD 83(1997)-  39 45 17.86535(N)    094 32 14.59514(W)     ADJUSTED  
 KE1514* NAVD 88     -       320.47   (+/-2cm)    1051.4    (feet)  VERTCON   
 KE1514  ___________________________________________________________________
 KE1514  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 KE1514  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KE1514
 KE1514  HORZ ORDER  -  THIRD
 KE1514  VERT ORDER  -  THIRD ? (See Below)
 KE1514
 KE1514.The horizontal coordinates were established by classical geodetic methods
 KE1514.and adjusted by the National Geodetic Survey in February 2000..
 KE1514
 KE1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1514.The vertical order pertains to the NGVD 29 superseded value.
 KE1514
 KE1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1514
 KE1514.The geoid height was determined by GEOID03.
 KE1514
 KE1514;                    North         East     Units Scale Factor Converg.
 KE1514;SPC MO W     -   398,263.114   846,796.140   MT  0.99994130   -0 01 26.1
 KE1514;UTM  15      - 4,401,691.158   368,298.277   MT  0.99981355   -0 58 59.9
 KE1514
 KE1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1514!SPC MO W     -   0.99995479  x   0.99994130  =   0.99989610
 KE1514!UTM  15      -   0.99995479  x   0.99981355  =   0.99976835
 KE1514
 KE1514:                Primary Azimuth Mark                     Grid Az
 KE1514:SPC MO W     -  HIDY AZ MK                               042 59 19.9
 KE1514:UTM  15      -  HIDY AZ MK                               043 56 53.7
 KE1514
 KE1514|---------------------------------------------------------------------|
 KE1514| PID    Reference Object                     Distance      Geod. Az  |
 KE1514|                                                           dddmmss.s |
 KE1514| CL7081 HIDY AZ MK                                         0425753.8 |
 KE1514| CL7082 HIDY RM 1                            20.598 METERS 05237     |
 KE1514| CL7083 HIDY RM 2                            19.476 METERS 30836     |
 KE1514|---------------------------------------------------------------------|
 KE1514
 KE1514                          SUPERSEDED SURVEY CONTROL
 KE1514
 KE1514  NAD 83(1997)-  39 45 17.86542(N)    094 32 14.59511(W) AD(       ) 3
 KE1514  NAD 83(1997)-  39 45 17.86559(N)    094 32 14.59495(W) AD(       ) 3
 KE1514  NAD 83(1986)-  39 45 17.86898(N)    094 32 14.59380(W) AD(       ) 3
 KE1514  NAD 27      -  39 45 17.88150(N)    094 32 13.76470(W) AD(       ) 3
 KE1514  NGVD 29 (07/19/86)  320.37   (m)         1051.1    (f) LEVELING    3  
 KE1514
 KE1514.Superseded values are not recommended for survey control.
 KE1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1514.See file dsdata.txt to determine how the superseded data were derived.
 KE1514
 KE1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE6829801691(NAD 83)
 KE1514_MARKER: DS = TRIANGULATION STATION DISK
 KE1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1514
 KE1514  HISTORY     - Date     Condition        Report By
 KE1514  HISTORY     - 1948     MONUMENTED       CGS
 KE1514  HISTORY     - 1962     GOOD             CGS
 KE1514  HISTORY     - 1965     GOOD             CGS
 KE1514
 KE1514                          STATION DESCRIPTION
 KE1514
 KE1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1514'STATION IS LOCATED ABOUT 2 MILES WEST OF STEWARTSVILLE AND
 KE1514'0.5 MILE SOUTH OF U.S. HIGHWAY 36 ON LAND OWNED BY THE HIDY
 KE1514'BROTHERS.  IT IS AT THE NORTH EDGE OF A CULTIVATED FIELD, 2.5
 KE1514'FEET SOUTH OF THE EAST-WEST FENCE, 7 FEET EAST-SOUTHEAST OF A
 KE1514'WITNESS POST, 21.5 FEET SOUTH OF THE CENTER OF THE ROAD, 97
 KE1514'FEET WEST OF A LARGE TREE STUMP AND IS ACROSS THE FIELD
 KE1514'NORTHWEST OF A FARM HOUSE.  IT IS STAMPED HIDY 1948 AND IS
 KE1514'FLUSH WITH THE GROUND.
 KE1514'
 KE1514'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE CENTER OF THE
 KE1514'ROAD AND 1 FOOT SOUTH OF THE FENCE LINE.  IT IS STAMPED
 KE1514'HIDY NO 1 1948 AND PROJECTS 6 INCHES.
 KE1514'
 KE1514'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE CENTER OF THE ROAD
 KE1514'AND 1 FOOT SOUTH OF THE FENCE LINE.  IT IS STAMPED HIDY NO 2
 KE1514'1948 AND PROJECTS 2 INCHES.
 KE1514'
 KE1514'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 26.5 FEET NORTH OF
 KE1514'THE CENTER OF U.S. HIGHWAY 36, 14 FEET WEST OF A FENCE CORNER,
 KE1514'1 FOOT SOUTH OF THE EAST-WEST FENCE AND 2 FEET WEST OF A
 KE1514'WITNESS POST.  IT IS STAMPED HIDY 1948 AND PROJECTS 5 INCHES.
 KE1514'
 KE1514'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAYS
 KE1514'31 AND 6, ABOUT 3.5 MILES SOUTH-SOUTHWEST OF CLARKSDALE, GO
 KE1514'EAST ON U.S. 36 FOR 2.4 MILES TO THE AZIMUTH MARK ON THE LEFT,
 KE1514'CONTINUE EAST FOR 0.1 MILE TO A CROSSROAD AND SERVICE STATION
 KE1514'IN THE NORTHWEST ANGLE OF THE INTERSECTION, TURN RIGHT, SOUTH,
 KE1514'FOR 0.5 MILE TO A CROSSROAD,TURN RIGHT, WEST, FOR 0.6 MILE
 KE1514'TO THE TOP OF THE GRADE AND THE STATION ON THE LEFT.
 KE1514'
 KE1514'TO REACH FROM THE PAVED T-INTERSECTION ON U.S. HIGHWAY 36
 KE1514'JUST NORTH OF STEWARTSVILLE, GO WEST ON U.S. 36 FOR 1.6 MILES
 KE1514'TO A CROSSROAD AND A SERVICE STATION IN THE NORTHWEST ANGLE
 KE1514'OF THE INTERSECTION.  THE AZIMUTH MARK IS 0.1 MILE WEST OF THIS
 KE1514'CROSSROAD ON THE NORTH SIDE OF THE HIGHWAY.  TURN LEFT, SOUTH,
 KE1514'FOR 0.5 MILE TO A CROSSROAD, TURN RIGHT, WEST, FOR 0.6 MILE
 KE1514'TO THE TOP OF THE GRADE AND THE STATION ON THE LEFT.
 KE1514'
 KE1514'A 100 FOOT SIGNAL AT LEGGETT 1934 IS VISIBLE FROM THE GROUND.
 KE1514'
 KE1514'AN 87 FOOT SIGNAL AT BUNSE 1934 IS VISIBLE FROM THE GROUND.
 KE1514'
 KE1514'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KE1514
 KE1514                          STATION RECOVERY (1962)
 KE1514
 KE1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PEC)
 KE1514'THE STATION MARK, AZIMUTH AND BOTH REFERENCE MARKS WERE
 KE1514'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KE1514
 KE1514                          STATION RECOVERY (1965)
 KE1514
 KE1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RLE)
 KE1514'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KE1514'CONDITION.  THE STATION MARK IS 1.5 FEET SOUTH OF A FENCE
 KE1514'AND 2 FEET SOUTH OF A METAL WITNESS POST.  THE AZIMUTH MARK
 KE1514'IS 0.1 MILE WEST OF CROSSROADS, ON THE NORTH SIDE OF U.S.
 KE1514'HIGHWAY 36 AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE SERVICE
 KE1514'STATION IS GONE FROM THE CROSSROADS TO EAST OF THE AZIMUTH
 KE1514'MARK.
 KE1514'
 KE1514'TO REACH THE STATION FROM STEWARTSVILLE, FROM THE MAIN
 KE1514'INTERSECTION NORTH OF TOWN, GO WEST ON U.S. 36 FOR 1.5 MILES
 KE1514'TO CROSSROADS, (THE AZIMUTH MARK IS 0.1 MILE WEST), TURN LEFT
 KE1514'AND GO SOUTH FOR 0.5 MILE TO CROSSROADS, TURN RIGHT AND GO WEST
 KE1514'FOR 0.6 MILE TO TOP OF RIDGE AND STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1079 ***********************************************************************
 KD1079  DESIGNATION -  HIGBEE
 KD1079  PID         -  KD1079
 KD1079  STATE/COUNTY-  MO/RANDOLPH
 KD1079  USGS QUAD   -  HIGBEE (1978)
 KD1079
 KD1079                         *CURRENT SURVEY CONTROL
 KD1079  ___________________________________________________________________
 KD1079* NAD 83(1997)-  39 18 45.52869(N)    092 32 04.71796(W)     ADJUSTED  
 KD1079* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 KD1079  ___________________________________________________________________
 KD1079  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 KD1079  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KD1079
 KD1079  HORZ ORDER  -  FIRST
 KD1079
 KD1079.The horizontal coordinates were established by classical geodetic methods
 KD1079.and adjusted by the National Geodetic Survey in February 2000..
 KD1079
 KD1079.The orthometric height was scaled from a topographic map.
 KD1079
 KD1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1079
 KD1079.The geoid height was determined by GEOID03.
 KD1079
 KD1079;                    North         East     Units Scale Factor Converg.
 KD1079;SPC MO C     -   386,138.627   497,012.377   MT  0.99993344   -0 01 19.0
 KD1079;UTM  15      - 4,351,575.493   540,118.153   MT  0.99961982   +0 17 41.4
 KD1079
 KD1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1079!SPC MO C     -   0.99996287  x   0.99993344  =   0.99989631
 KD1079!UTM  15      -   0.99996287  x   0.99961982  =   0.99958271
 KD1079
 KD1079:                Primary Azimuth Mark                     Grid Az
 KD1079:SPC MO C     -  HIGBEE AZ MK                             090 26 15.3
 KD1079:UTM  15      -  HIGBEE AZ MK                             090 07 14.9
 KD1079
 KD1079|---------------------------------------------------------------------|
 KD1079| PID    Reference Object                     Distance      Geod. Az  |
 KD1079|                                                           dddmmss.s |
 KD1079| CL9529 HIGBEE AZ MK                                       0902456.3 |
 KD1079| CL9530 HIGBEE RM 1                          31.955 METERS 11645     |
 KD1079| CL9531 HIGBEE RM 2                          40.929 METERS 21329     |
 KD1079| KD1077 HUNTSVILLE MUNICIPAL TANK           APPROX.14.2 KM 3552407.6 |
 KD1079|---------------------------------------------------------------------|
 KD1079
 KD1079                          SUPERSEDED SURVEY CONTROL
 KD1079
 KD1079  NAD 83(1986)-  39 18 45.53521(N)    092 32 04.72286(W) AD(       ) 1
 KD1079  NAD 27      -  39 18 45.40370(N)    092 32 04.07400(W) AD(       ) 1
 KD1079
 KD1079.Superseded values are not recommended for survey control.
 KD1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1079.See file dsdata.txt to determine how the superseded data were derived.
 KD1079
 KD1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4011851575(NAD 83)
 KD1079_MARKER: DS = TRIANGULATION STATION DISK
 KD1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1079
 KD1079  HISTORY     - Date     Condition        Report By
 KD1079  HISTORY     - 1948     MONUMENTED       CGS
 KD1079  HISTORY     - 1949     GOOD             CGS
 KD1079  HISTORY     - 1963     GOOD             MOHC
 KD1079  HISTORY     - 1967     GOOD             CGS
 KD1079  HISTORY     - 1990     GOOD             USPSQD
 KD1079
 KD1079                          STATION DESCRIPTION
 KD1079
 KD1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1079'THE STATION IS LOCATED ABOUT 1.0 MILE WEST-NORTHWEST OF HIGBEE,
 KD1079'ALONG THE NORTH RIGHT-OF-WAY OF COUNTY ROUTE B.  IT IS 73
 KD1079'FEET SOUTH OF A BRACED POWERLINE POLE, 71 FEET NORTHEAST
 KD1079'OF THE INTERSECTION OF A SIDE ROAD WITH ROUTE B AND 45
 KD1079'FEET NORTH OF THE CENTERLINE OF ROUTE B.  THE MARK IS
 KD1079'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 KD1079'STAMPED HIGBEE 1948.
 KD1079'
 KD1079'REFERENCE MARK NO. 1 IS 104.84 FEET SOUTHEAST OF THE STATION,
 KD1079'28 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 KD1079'NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 KD1079'DISK IS STAMPED HIGBEE NO 1 1948.
 KD1079'
 KD1079'REFERENCE MARK NO. 2 IS 134.28 FEET SOUTHWEST OF THE STATION,
 KD1079'27 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 2 FEET NORTH
 KD1079'OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 KD1079'STAMPED HIGBEE NO 2 1948.
 KD1079'
 KD1079'AZIMUTH MARK IS ABOUT 0.45 MILE EAST OF THE STATION, 27 FEET NORTH
 KD1079'OF THE CENTERLINE OF ROUTE B AND 4 FEET SOUTH OF A T FENCE
 KD1079'CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KD1079'HIGBEE 1948.
 KD1079'
 KD1079'TO REACH FROM THE JUNCTION OF COUNTY ROUTES A AND B IN THE
 KD1079'NORTH EDGE OF HIGBEE, GO WEST ON ROUTE B 0.65 MILE TO THE
 KD1079'AZIMUTH MARK ON THE RIGHT, CONTINUE ON WEST 0.45 MILE TO
 KD1079'A SIDE ROAD RIGHT AND THE STATION AS DESCRIBED.
 KD1079'
 KD1079'A 100 FOOT SIGNAL AT BONNELL 1934 IS VISIBLE AT 37 FEET.
 KD1079'
 KD1079'A 100 FOOT SIGNAL AT CAIRO IS VISIBLE AT 64 FEET.
 KD1079'
 KD1079'AN 87 FOOT SIGNAL AT DARK AND PRAIRIE IS VISIBLE AT 37 FEET.
 KD1079'
 KD1079'AN 87 FOOT SIGNAL AT ROANOKE IS VISIBLE AT 50 FEET.
 KD1079'
 KD1079'A 77 FOOT SIGNAL AT BRADLEY IS VISIBLE AT 64 FEET.
 KD1079'
 KD1079'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1079
 KD1079                          STATION RECOVERY (1949)
 KD1079
 KD1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1079'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1079'FOUND IN GOOD CONDITION.  THE 1948 DESCRIPTION IS ADEQUATE,
 KD1079'EXCEPT THE 1949 DIRECTION TO REFERENCE MARK NO. 1 DID NOT
 KD1079'CHECK WITH THE 1948 OBSERVATION.
 KD1079'
 KD1079'NOTE- DISTANCE TO REFERENCE MARK NO. 1 WERE NOT CHECKED DUE TO
 KD1079'GRAVEL PILE ON LINE.
 KD1079'
 KD1079'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KD1079
 KD1079                          STATION RECOVERY (1963)
 KD1079
 KD1079'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1963 (PEC)
 KD1079'STATION, RMS 1 AND 2, AND AZIMUTH MARK, WERE ALL RECOVERED
 KD1079'IN GOOD CONDITION.
 KD1079
 KD1079                          STATION RECOVERY (1967)
 KD1079
 KD1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 KD1079'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KD1079'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1948
 KD1079'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KD1079'
 KD1079'STATION MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 KD1079'
 KD1079'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 KD1079'
 KD1079'REFERENCE MARK NO. 2 IS 4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 KD1079'
 KD1079'AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST.
 KD1079'
 KD1079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 KD1079'WEST-NORTHWEST OF HIGBEE.
 KD1079
 KD1079                          STATION RECOVERY (1990)
 KD1079
 KD1079'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0921 ***********************************************************************
 HC0921  DESIGNATION -  HIGDON
 HC0921  PID         -  HC0921
 HC0921  STATE/COUNTY-  MO/MADISON
 HC0921  USGS QUAD   -  WOMACK (1980)
 HC0921
 HC0921                         *CURRENT SURVEY CONTROL
 HC0921  ___________________________________________________________________
 HC0921* NAD 83(1997)-  37 37 50.43378(N)    090 09 32.35734(W)     ADJUSTED  
 HC0921* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 HC0921  ___________________________________________________________________
 HC0921  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 HC0921  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 HC0921
 HC0921  HORZ ORDER  -  FIRST
 HC0921
 HC0921.The horizontal coordinates were established by classical geodetic methods
 HC0921.and adjusted by the National Geodetic Survey in February 2000..
 HC0921
 HC0921.The orthometric height was scaled from a topographic map.
 HC0921
 HC0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0921
 HC0921.The geoid height was determined by GEOID03.
 HC0921
 HC0921;                    North         East     Units Scale Factor Converg.
 HC0921;SPC MO E     -   199,497.284   280,099.536   MT  0.99994449   +0 12 29.6
 HC0921;UTM  15      - 4,168,635.880   750,705.357   MT  1.00037425   +1 44 07.9
 HC0921
 HC0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0921!SPC MO E     -   0.99995261  x   0.99994449  =   0.99989711
 HC0921!UTM  15      -   0.99995261  x   1.00037425  =   1.00032684
 HC0921
 HC0921:                Primary Azimuth Mark                     Grid Az
 HC0921:SPC MO E     -  HIGDON AZ MK                             037 37 20.1
 HC0921:UTM  15      -  HIGDON AZ MK                             036 05 41.8
 HC0921
 HC0921|---------------------------------------------------------------------|
 HC0921| PID    Reference Object                     Distance      Geod. Az  |
 HC0921|                                                           dddmmss.s |
 HC0921| CI3815 HIGDON AZ MK                                       0374949.7 |
 HC0921| HC0920 HIGDON FIRE TOWER                   326.557 METERS 04222     |
 HC0921| CI3816 HIGDON RM 1                          24.698 METERS 17759     |
 HC0921| HC0955 COTTENER FIRE TOWER                 APPROX.19.1 KM 1933600.0 |
 HC0921| HC0928 BLUE FIRE TOWER                     APPROX.31.0 KM 2523802.3 |
 HC0921| HC1042 BIRCH FIRE TOWER                    APPROX.33.0 KM 2763337.0 |
 HC0921| CI3817 HIGDON RM 2                          32.065 METERS 30243     |
 HC0921| HC0924 LIBERTYVILLE MISS R FUEL MAST       APPROX.14.7 KM 3233840.3 |
 HC0921|---------------------------------------------------------------------|
 HC0921
 HC0921                          SUPERSEDED SURVEY CONTROL
 HC0921
 HC0921  NAD 83(1997)-  37 37 50.43845(N)    090 09 32.35753(W) AD(       ) 1
 HC0921  NAD 83(1986)-  37 37 50.44518(N)    090 09 32.35559(W) AD(       ) 1
 HC0921  NAD 27      -  37 37 50.25400(N)    090 09 31.93500(W) AD(       ) 1
 HC0921
 HC0921.Superseded values are not recommended for survey control.
 HC0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0921.See file dsdata.txt to determine how the superseded data were derived.
 HC0921
 HC0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB5070568636(NAD 83)
 HC0921_MARKER: DS = TRIANGULATION STATION DISK
 HC0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0921
 HC0921  HISTORY     - Date     Condition        Report By
 HC0921  HISTORY     - 1938     MONUMENTED       CGS
 HC0921  HISTORY     - 1956     GOOD             CGS
 HC0921
 HC0921                          STATION DESCRIPTION
 HC0921
 HC0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0921'ABOUT 8 MILES NORTHEAST OF FREDERICKTOWN, 18 MILE SOUTHWEST OF
 HC0921'PERRYVILLE, IN THE NW 1/4 OF SEC. 21, T. 34 N., R. 8 E., OWNER
 HC0921'UNKNOWN.
 HC0921'
 HC0921'STATION MARK STAMPED HIGDON 1938 AND PROJECTING 8 INCHES IS 29
 HC0921'FEET EAST OF THE CENTER OF WOODS ROAD RUNNING PAST STATION.
 HC0921'REFERENCE MARK NO. 1 STAMPED HIGDON NO. 1, 1938 AND PROJECTING
 HC0921'6 INCHES IS SOUTH-SOUTHWEST OF STATION AND 20 FEET WEST OF
 HC0921'CENTER OF WOODS ROAD.  REFERENCE MARK NO. 2, STAMPED HIGDON NO.
 HC0921'2, 1938 AND PROJECTING 12 INCHES IS NORTHWEST OF STATION AND 8
 HC0921'FEET EAST OF CENTER OF WOODS ROAD.
 HC0921'
 HC0921'TO REACH FROM THE U.S. FOREST SERVICE AND THE HIGHWAY JUNCTION AT
 HC0921'FREDERICKTOWN, GO NORTH ON U.S. HIGHWAYS 61 AND 67 FOR 0.4 MILE,
 HC0921'TAKE THE RIGHT FORK OFF THE HIGHWAY AND GO NORTH PASSING TO THE
 HC0921'RIGHT OF THE SINCLAIR SERVICE STATION 0.3 MILE, THEN TURN TO RIGHT
 HC0921'AND GO EAST ON A GOOD GRAVEL HIGHWAY 1.9 MILES, TAKE THE RIGHT
 HC0921'FORK AT THE MAIL BOXES AND GO EAST ACROSS THE WASH AND FOLLOW
 HC0921'THE PHONE LINE 3.2 MILES, TAKE THE RIGHT FORK AND FOLLOW THE
 HC0921'GRADED ROAD AND PHONE LINE 1.1 MILES, KEEP STRAIGHT AHEAD AT
 HC0921'THE END OF LANE AND LARGE BARN AT LEFT AND FOLLOW THE MAIN
 HC0921'ROAD UP THROUGH THE HILLS 0.2 MILE, TAKE LEFT FORK AWAY FROM
 HC0921'THE PHONE LINE AND GO NORTHEAST UP THROUGH THE HILLS ALONG
 HC0921'AN OLD WASHED-OUT ROAD 2.4 MILES TO TOP OF RIDGE AND SEVERAL
 HC0921'CROSSROADS, TURN RIGHT HERE AND GO EAST-SOUTHEAST ALONG TOP OF
 HC0921'RIDGE ON OLD ROAD TO THE NORTHEAST POINT OF OLD CLEARING,
 HC0921'THENCE SOUTHEAST ON THE TRACK ROAD THROUGH THE TIMBER ABOUT 0.2
 HC0921'MILE TO THE STATION.
 HC0921'
 HC0921'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HC0921'DISKS SET IN CONCRETE.
 HC0921'
 HC0921'AZIMUTH MARK, STAMPED HIGDON 1938 AND PROJECTING 8 INCHES, IS
 HC0921'ABOUT 0.2 MILE NORTHEAST OF STATION ACROSS THE RAVINE ABOUT
 HC0921'HALF-WAY UP THE RIDGE, AND ABOUT 0.1 MILE SOUTH OF FIRE TOWER,
 HC0921'THIS BEING THE ONLY AVAILABLE PLACE FOR AN AZIMUTH MARK.
 HC0921'
 HC0921'64-FOOT TOWER NEEDED FOR A 75-FOOT LIGHT AT WOMACK.
 HC0921'
 HC0921'64-FOOT TOWER NEEDED FOR A 87-FOOT LIGHT AT CONRAD.
 HC0921'
 HC0921'64-FOOT TOWER NEEDED FOR A 75-FOOT LIGHT AT GRINDESTAFF.
 HC0921'
 HC0921'64-FOOT TOWER NEEDED FOR A 87-FOOT LIGHT AT HURRICANE.
 HC0921'
 HC0921'64-FOOT TOWER NEEDED FOR A 47-FOOT LIGHT AT COTTENER.
 HC0921'
 HC0921'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 HC0921
 HC0921                          STATION RECOVERY (1956)
 HC0921
 HC0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0921'THE STATION WAS FOUND AS DESCRIBED AND ALL THE MARKS WERE FOUND
 HC0921'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION IS AS FOLLOWS.
 HC0921'
 HC0921'THE STATION IS LOCATED, AIRLINE, ABOUT 10-1/2 MILES SOUTH
 HC0921'SOUTHEAST OF COFFMAN, 8 MILES NORTHEAST OF FREDERICKTOWN, 4 MILES
 HC0921'SOUTHEAST OF WOMACK AND IT IS NEAR THE WEST END OF A WOODED
 HC0921'RIDGE.
 HC0921'
 HC0921'THE STATION MARK IS A STANDARD DISK STAMPED HIGDON 1938 SET IN
 HC0921'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 HC0921'ABOVE THE GROUND.  THE MARK IS 59 FEET SOUTH SOUTHEAST OF A
 HC0921'TRIANGULAR BLAZED OAK TREE AND 29 FEET NORTHEAST OF THE
 HC0921'CENTERLINE OF A TRACK ROAD.
 HC0921'
 HC0921'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HIGDON NO 1
 HC0921'1938 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HC0921'PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK IS 29 FEET SOUTH OF
 HC0921'THE TRIANGULAR BLAZED OAK TREE, 22 FEET SOUTHWEST OF THE
 HC0921'CENTERLINE OF THE TRACK ROAD AND IT IS ABOUT 1 FOOT HIGHER THAN
 HC0921'THE STATION.
 HC0921'
 HC0921'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HIGDON NO 2
 HC0921'1938 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HC0921'PROJECTS 8 INCHES ABOVE THE GROUND.  THE MARK IS 7 FEET NORTHEAST
 HC0921'OF THE CENTERLINE OF THE TRACK ROAD AND 2 FEET HIGHER THAN THE
 HC0921'STATION.
 HC0921'
 HC0921'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIGDON 1938 SET IN THE
 HC0921'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 7 INCHES
 HC0921'ABOVE THE GROUND.  THE MARK IS 150 FEET SOUTHWEST OF A FOREST
 HC0921'SERVICE FIRE TOWER, 33 FEET NORTH OF THE CENTERLINE OF A TRACK
 HC0921'ROAD AND 10 FEET NORTHEAST OF A TRIANGULAR BLAZED OAK TREE.
 HC0921'
 HC0921'TO REACH THE STATION FROM THE ST. FRANCOIS COUNTY COURT HOUSE IN
 HC0921'FARMINGTON GO EAST ON COLUMBIA STREET FOR 0.2 MILE.  BEAR RIGHT
 HC0921'ON STE. GENEVIEVE AVENUE AND GO SOUTHEASTERLY FOR 0.8 MILE TO
 HC0921'THE JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 67.  TURN RIGHT
 HC0921'ON U.S. HIGHWAY 67 AND GO SOUTH FOR 13.4 MILES TO A CONCRETE
 HC0921'BRIDGE 0.2 MILE SOUTH OF THE VILLAGE OF MINE LA MOTTE.  TURN
 HC0921'SHARP LEFT ONTO A GRAVELED ROAD AND GO EASTERLY FOR 2.7 MILES
 HC0921'TO A FORK JUST NORTH OF A SMALL SMELTER PLANT.  TAKE THE RIGHT
 HC0921'FORK AND GO SOUTHEASTERLY FOR 1.4 MILES TO A T-ROAD LEFT.  TURN
 HC0921'LEFT ON THE T-ROAD CROSSING A LOW WATER CONCRETE BRIDGE AND GO
 HC0921'NORTH NORTHEAST FOR 2.1 MILES TO A FORK.  TAKE THE RIGHT FORK
 HC0921'AND GO EASTERLY FOR 1.2 MILES TO ANOTHER FORK.  KEEP THE
 HC0921'RIGHT FORK EASTERLY FOR 0.8 MILE TO A CONCRETE LOW WATER
 HC0921'BRIDGE.  CROSS THE BRIDGE AND CONTINUE EASTERLY FOR 0.3 MILE TO
 HC0921'A FORK.  TAKE THE LEFT FORK NORTHEASTERLY FOR 0.2 MILE TO
 HC0921'ANOTHER FORK.  TAKE THE LEFT FORK NORTH NORTHEASTERLY FOR 2.1
 HC0921'MILES TO A DIAGONAL CROSSROADS.  TURN RIGHT AND GO EASTERLY ON A
 HC0921'TRACK ROAD FOR 0.6 MILE TO A DIM CROSSROADS.  TO REACH THE
 HC0921'AZIMUTH MARK FROM THE DIM CROSSROADS TURN LEFT AND GO
 HC0921'NORTHEASTERLY FOR 0.2 MILE TO THE TOP OF A SMALL RISE AND THE
 HC0921'AZIMUTH MARK AS DESCRIBED.  FROM THE DIM CROSSROADS CONTINUE
 HC0921'STRAIGHT AHEAD EASTERLY ON THE TRACK ROAD FOR 0.15 MILE TO THE
 HC0921'STATION ON THE LEFT.
 HC0921'
 HC0921'NOTE- THE AZIMUTH MARK WAS NOT OBSERVED UPON IN 1956 DUE TO
 HC0921'OBSTRUCTION BY A HEAVY GROWTH OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0920 ***********************************************************************
 HC0920  DESIGNATION -  HIGDON FIRE TOWER
 HC0920  PID         -  HC0920
 HC0920  STATE/COUNTY-  MO/MADISON
 HC0920  USGS QUAD   -  WOMACK (1980)
 HC0920
 HC0920                         *CURRENT SURVEY CONTROL
 HC0920  ___________________________________________________________________
 HC0920* NAD 83(1997)-  37 37 58.25913(N)    090 09 23.38175(W)     ADJUSTED  
 HC0920* NAVD 88     -                                                        
 HC0920  ___________________________________________________________________
 HC0920  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 HC0920  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 HC0920
 HC0920  HORZ ORDER  -  THIRD
 HC0920
 HC0920.The horizontal coordinates were established by classical geodetic methods
 HC0920.and adjusted by the National Geodetic Survey in February 2000..
 HC0920
 HC0920
 HC0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0920
 HC0920.The geoid height was determined by GEOID03.
 HC0920
 HC0920;                    North         East     Units Scale Factor Converg.
 HC0920;SPC MO E     -   199,739.330   280,318.718   MT  0.99994465   +0 12 35.1
 HC0920;UTM  15      - 4,168,883.789   750,918.102   MT  1.00037557   +1 44 13.7
 HC0920
 HC0920                          SUPERSEDED SURVEY CONTROL
 HC0920
 HC0920  NAD 83(1997)-  37 37 58.26353(N)    090 09 23.38220(W) AD(       ) 4
 HC0920  NAD 83(1986)-  37 37 58.27060(N)    090 09 23.38011(W) AD(       ) 4
 HC0920  NAD 27      -  37 37 58.07800(N)    090 09 22.96100(W) AD(       ) 3
 HC0920
 HC0920.Superseded values are not recommended for survey control.
 HC0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0920.See file dsdata.txt to determine how the superseded data were derived.
 HC0920
 HC0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB5091868884(NAD 83)
 HC0920_MARKER: 55 = TOWER
 HC0920
 HC0920  HISTORY     - Date     Condition        Report By
 HC0920  HISTORY     - 1938     FIRST OBSERVED   CGS
 HC0920  HISTORY     - 1956     GOOD             CGS
 HC0920
 HC0920                          STATION DESCRIPTION
 HC0920
 HC0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0920'AN INTERSECTION STATION ABOUT 8 MILES NORTHEAST OF FREDERICKTOWN,
 HC0920'18 MILES SOUTHWEST OF PERRYVILLE AND 6 MILES SOUTHEAST OF
 HC0920'COFFMAN.  TRIANGULATION STATION HIGDON IS ABOUT 0.3 MILE
 HC0920'SOUTHWEST OF 50-FOOT STEEL FIRE TOWER OF THE U.S. FOREST
 HC0920'SERVICE.  CUTS WERE OBTAINED FROM TRIANGULATION STATIONS
 HC0920'HIGDON AND WOMACK.
 HC0920
 HC0920                          STATION RECOVERY (1956)
 HC0920
 HC0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0920'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE SOUTHEAST OF
 HC0920'LIBERTYVILLE, 4 MILES AIRLINE SOUTH SOUTHEAST OF WOMACK ON
 HC0920'A TIMBERED RIDGE.
 HC0920'
 HC0920'THE TOWER IS OF STEEL CONSTRUCTION, 50 FEET HIGH, WITH A
 HC0920'4 FOOT CROWS NEST ON TOP.  THE CENTER OF THE CROWS NEST WAS
 HC0920'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1567 ***********************************************************************
 GD1567  DESIGNATION -  HIGGERSON
 GD1567  PID         -  GD1567
 GD1567  STATE/COUNTY-  MO/NEW MADRID
 GD1567  USGS QUAD   -  HUBBARD LAKE (1982)
 GD1567
 GD1567                         *CURRENT SURVEY CONTROL
 GD1567  ___________________________________________________________________
 GD1567* NAD 83(1997)-  36 35 22.58471(N)    089 23 50.25835(W)     ADJUSTED  
 GD1567* NAVD 88     -        95.25   (+/-2cm)     312.5    (feet)  VERTCON   
 GD1567  ___________________________________________________________________
 GD1567  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 GD1567  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD1567
 GD1567  HORZ ORDER  -  THIRD
 GD1567  VERT ORDER  -  THIRD ? (See Below)
 GD1567
 GD1567.The horizontal coordinates were established by classical geodetic methods
 GD1567.and adjusted by the National Geodetic Survey in February 2000..
 GD1567
 GD1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1567.The vertical order pertains to the NGVD 29 superseded value.
 GD1567
 GD1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1567
 GD1567.The geoid height was determined by GEOID03.
 GD1567
 GD1567;                    North         East     Units Scale Factor Converg.
 GD1567;SPC MO E     -    84,478.769   348,673.893   MT  1.00005325   +0 39 26.5
 GD1567;SPC KY1Z     - 1,034,822.256 1,173,644.447   MT  1.00015466   -2 14 21.5
 GD1567;SPC KY1Z     - 3,395,079.35  3,850,531.82   sFT  1.00015466   -2 14 21.5
 GD1567;SPC KY S     -   534,739.427   173,683.370   MT  1.00002919   -2 12 43.0
 GD1567;SPC KY S     - 1,754,390.94    569,826.19   sFT  1.00002919   -2 12 43.0
 GD1567;UTM  16      - 4,052,022.968   285,539.070   MT  1.00016668   -1 25 46.3
 GD1567
 GD1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1567!SPC MO E     -   0.99998949  x   1.00005325  =   1.00004274
 GD1567!SPC KY1Z     -   0.99998949  x   1.00015466  =   1.00014415
 GD1567!SPC KY S     -   0.99998949  x   1.00002919  =   1.00001868
 GD1567!UTM  16      -   0.99998949  x   1.00016668  =   1.00015617
 GD1567
 GD1567:                Primary Azimuth Mark                     Grid Az
 GD1567:SPC MO E     -  HIGGERSON AZ MK                          190 01 04.0
 GD1567:SPC KY1Z     -  HIGGERSON AZ MK                          192 54 52.0
 GD1567:SPC KY S     -  HIGGERSON AZ MK                          192 53 13.5
 GD1567:UTM  16      -  HIGGERSON AZ MK                          192 06 16.8
 GD1567
 GD1567|---------------------------------------------------------------------|
 GD1567| PID    Reference Object                     Distance      Geod. Az  |
 GD1567|                                                           dddmmss.s |
 GD1567| CG3470 HIGGERSON AZ MK                                    1904030.5 |
 GD1567| CG3474 HIGGERSON RM 4 AZIMUTH                             1910553.2 |
 GD1567| GD1566 U F REF 78/79                        39.672 METERS 25557     |
 GD1567| GD1573 HIGGERSON 2                          25.764 METERS 27923     |
 GD1567| GD1803 KEWANEE                             APPROX.17.3 KM 3014732.6 |
 GD1567| CG3472 HIGGERSON RM 2                       14.456 METERS 30433     |
 GD1567| GD1568 U F REF 78/79 RESET                  40.941 METERS 32942     |
 GD1567| CG3473 HIGGERSON RM 3                       48.022 METERS 35351     |
 GD1567| CG3471 HIGGERSON RM 1                       48.052 METERS 35352     |
 GD1567|---------------------------------------------------------------------|
 GD1567
 GD1567                          SUPERSEDED SURVEY CONTROL
 GD1567
 GD1567  NAD 83(1997)-  36 35 22.58472(N)    089 23 50.25821(W) AD(       ) 3
 GD1567  NAD 83(1997)-  36 35 22.58510(N)    089 23 50.25806(W) AD(       ) 3
 GD1567  NAD 83(1997)-  36 35 22.59174(N)    089 23 50.25747(W) AD(       ) 3
 GD1567  NAD 83(1986)-  36 35 22.59730(N)    089 23 50.25698(W) AD(       ) 3
 GD1567  NAD 27      -  36 35 22.37970(N)    089 23 49.98680(W) AD(       ) 3
 GD1567  NGVD 29 (07/19/86)   95.16   (m)          312.2    (f) LEVELING    3  
 GD1567
 GD1567.Superseded values are not recommended for survey control.
 GD1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1567.See file dsdata.txt to determine how the superseded data were derived.
 GD1567
 GD1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8553952023(NAD 83)
 GD1567_MARKER: DS = TRIANGULATION STATION DISK
 GD1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1567
 GD1567  HISTORY     - Date     Condition        Report By
 GD1567  HISTORY     - 1955     MONUMENTED       CGS
 GD1567  HISTORY     - 1970     GOOD             NGS
 GD1567  HISTORY     - 1972     GOOD             NGS
 GD1567  HISTORY     - 1977     GOOD             NGS
 GD1567
 GD1567                          STATION DESCRIPTION
 GD1567
 GD1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1567'THE STATION IS LOCATED ON TOP OF A LEVEE ABOUT 7 MILES EAST OF NEW
 GD1567'MADRID, ABOUT 1.0 MILE WEST OF THE MISSISSIPPI RIVER, 0.2 MILE NORTH
 GD1567'OF THE HIGGERSON SCHOOL, 56 FEET EAST OF THE CENTER OF GRAVELED
 GD1567'ROAD AND 2 FEET NORTH OF A WHITE WITNESS POST.
 GD1567'
 GD1567'TO REACH THE STATION FROM THE COURTHOUSE IN NEW MADRID, GO NORTH ON
 GD1567'MAIN STREET FOR 0.6 MILE, TURN RIGHT, EAST, ON DAWSON STREET FOR
 GD1567'0.35 MILE, TURN LEFT, NORTH, ALONG LEVEE FOR 0.4 MILE TO A FORK,
 GD1567'KEEP RIGHT FORK AND GO NORTHEAST AND EAST ALONG NORTH SIDE OF LEVEE,
 GD1567'ON GRAVELED ROAD, FOR 3.4 MILES TO A FORK, KEEP RIGHT FORK, ACROSS
 GD1567'LEVEE ON GRAVELED ROAD FOR 0.65 MILE TO A STEEL BRIDGE,
 GD1567'CONTINUE ACROSS BRIDGE, SOUTHEAST, ON GRAVELED ROAD FOR 1.0 MILE TO A
 GD1567'FORK ON TOP OF LEVEE, CROSS OVER LEVEE AND CONTINUE ON GRAVELED
 GD1567'ROAD FOR 0.15 MILE TO ANOTHER BRIDGE, CROSS BRIDGE AND
 GD1567'CONTINUE ON GRAVELED ROAD FOR 3.4 MILES TO A T-INTERSECTION AT
 GD1567'LEVEE, TURN RIGHT, SOUTH, ON GRAVELED ROAD FOR 0.8 MILE TO THE
 GD1567'STATION ON THE LEFT SIDE OF THE ROAD.
 GD1567'
 GD1567'THE STATION IS A STANDARD DISK STAMPED HIGGERSON 1955, SET IN A 10
 GD1567'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 GD1567'
 GD1567'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HIGGERSON NO. 1
 GD1567'1955, SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES
 GD1567'ABOVE THE GROUND, LOCATED IN A FENCE LINE 15 FEET EAST OF THE
 GD1567'CENTER OF A GRAVELED ROAD.
 GD1567'
 GD1567'REFERENCE MARK NUMBER 2 IS A U.S.E.D. BENCH MARK STAMPED BM U.F.REF.
 GD1567'78/79, SET IN A 4 INCH IRON PIPE WHICH PROJECTS 12 INCHES ABOVE THE
 GD1567'GROUND, LOCATED 63 FEET WEST OF THE CENTER OF A GRADED ROAD AND 6
 GD1567'FEET NORTHWEST OF A LARGE COTTONWOOD TREE.
 GD1567'
 GD1567'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIGGERSON 1955, SET IN
 GD1567'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 GD1567'GROUND, LOCATED IN A FENCE LINE 55 FEET EAST OF THE CENTER OF A
 GD1567'GRAVEL ROAD, 14 FEET NORTHEAST OF A TRACK ROAD, 2 FEET EAST OF A
 GD1567'WITNESS POST WHICH IS ON TOP OF THE LEVEE.
 GD1567'
 GD1567'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 GD1567'ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.  MARK IS SET ON TOP OF
 GD1567'THE LEVEE.
 GD1567'
 GD1567'NOTE - A 110 FOOT STEEL TOWER WAS USED.
 GD1567
 GD1567                          STATION RECOVERY (1970)
 GD1567
 GD1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1567'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 GD1567'GOOD CONDITION.  BM U F REF 78/79 USE WAS NOT FOUND AND IS ASSUMED
 GD1567'TO HAVE BEEN DESTROYED SINCE THE RESET MARK WAS FOUND.  THE DISTANCE
 GD1567'AND DIRECTION TO REFERENCE MARK 1 CHECKED.  A NEW DESCRIPTION
 GD1567'FOLLOWS.
 GD1567'
 GD1567'THE STATION IS LOCATED ON THE TOP OF A LEVEE ABOUT 1 MILE WEST
 GD1567'OF THE MISSISSIPPI RIVER, 62 FEET EAST OF CENTERLINE OF GRAVELED
 GD1567'ROAD, 73 FEET WEST OF A 44 INCH COTTONWOOD TREE, 42 FEET EAST OF A
 GD1567'FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, 141 FEET EAST-NORTHEAST
 GD1567'OF THE NORTHEAST CORNER OF AN ASBESTOS SIDED FRAME HOUSE, 185
 GD1567'FEET NORTHEAST OF A POWERLINE TRANSFORMER POLE, MONUMENT PROJECTS 2
 GD1567'INCHES AND THE DISK IS STAMPED HIGGERSON 1955.
 GD1567'
 GD1567'TO REACH THE STATION FROM THE COURTHOUSE IN NEW MADRID, GO NORTH ON
 GD1567'MAIN STREET FOR 0.6 MILE TO DAWSON STREET.  TURN RIGHT AND GO EAST
 GD1567'ON DAWSON STREET FOR 0.35 MILE TO POINT WHERE STREET TURNS NORTH.
 GD1567'TURN NORTH ON THE STREET AND GO NORTH ALONG THE WEST SIDE OF LEVEE
 GD1567'FOR 0.4 MILE TO A ROAD FORK.  TAKE RIGHT FORK AND GO EASTERLY ALONG
 GD1567'THE NORTH SIDE OF THE LEVEE ON GRAVELED ROAD FOR 3.4 MILES TO A
 GD1567'FORK.  TAKE RIGHT FORK CROSSING LEVEE AND CONTINUE EASTERLY FOR
 GD1567'0.65 MILE TO A STEEL BRIDGE.  CONTINUE SOUTHEAST ACROSS THE
 GD1567'BRIDGE ON GRAVELED ROAD FOR 1.0 MILE TO A FORK ON TOP OF LEVEE.
 GD1567'CROSS OVER LEVEE AND CONTINUE ON GRAVELED ROAD FOR 0.15 MILE
 GD1567'TO A BRIDGE.  THERE APPEARS TO BE CONSTRUCTION OF A NEW BRIDGE JUST
 GD1567'SOUTH OF THIS ONE AND THE DESCRIPTION MAY CHANGE A LITTLE AT
 GD1567'THIS POINT.  CROSS BRIDGE AND GO SOUTHEAST ON GRAVELED ROAD FOR
 GD1567'3.4 MILES, ROAD BECOMES PAVED, CO. RD. WW TO A ROAD
 GD1567'FORK SOUTH 1 OF 2.  TURN RIGHT ON GRAVELED ROAD AND GO SOUTH
 GD1567'ALONG THE EAST SIDE OF LEVEE FOR 0.8 MILE TO THE STATION ON THE
 GD1567'LEFT.  CONTINUE SOUTH ON THE ROAD FOR 0.5 MILE TO THE AZIMUTH MARK
 GD1567'ON THE LEFT.
 GD1567'
 GD1567'REFERENCE MARK 1 IS 53 FEET SOUTHEAST AND ACROSS THE ROAD FROM A
 GD1567'POWER POLE, 21 FEET EAST OF CENTERLINE OF ROAD, 40 FEET WEST OF
 GD1567'CENTERLINE OF LEVEE, 0.8 OF A FOOT EAST OF A NORTH-SOUTH FENCE,
 GD1567'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED HIGGERSON NO 1
 GD1567'1955.
 GD1567'
 GD1567'USED BM RESET 1968 IS A STANDARD U.S.E.D. DISK CEMENTED IN THE TOP
 GD1567'OF A 3 INCH CAST IRON PIPE PROJECTING 8 INCHES, STAMPED BM REF 78/79
 GD1567'RESET 1968, 84 FEET SOUTH OF POWER POLE, 25 FEET WEST OF CENTERLINE
 GD1567'OF ROAD, 1.5 FEET EAST OF A NORTH-SOUTH FENCE AND 0.7 FOOT WEST OF A
 GD1567'METAL WITNESS POST AND A U.S.E.D. SIGN.
 GD1567'
 GD1567'AZIMUTH MARK IS LOCATED ON THE TOP OF NORTH-SOUTH LEVEE, 59 FEET EAST
 GD1567'OF CENTERLINE OF ROAD, 27 FEET NORTH OF CENTERLINE OF ROAD CROSSING
 GD1567'LEVEE, 1 FOOT EAST OF A METAL WITNESS POST, 1.5 FEET NORTHEAST OF
 GD1567'A FENCE, MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 GD1567'HIGGERSON 1955.
 GD1567'
 GD1567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 7 MILES
 GD1567'EAST OF NEW MADRID.
 GD1567'
 GD1567'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1567
 GD1567                          STATION RECOVERY (1972)
 GD1567
 GD1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CLN)
 GD1567'THE STATION MARK, USED BM RESET 1968 AND THE AZIMUTH MARK WERE
 GD1567'RECOVERED IN GOOD CONDITION.  THE CONCRETE MONUMENT FOR RM NO. 1
 GD1567'WAS FOUND SHEARED OFF NEAR GROUND LEVEL BUT FIRM IN THE GROUND.
 GD1567'DUE TO BUILDING UP AND WIDENING OF THE LEVER ON WHICH THE STATION
 GD1567'IS LOCATED IT COULD POSSIBLY BE COVERED BY SOME FILL.  A NEW
 GD1567'DISK RM NO. 3 WAS CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 GD1567'ORIGINAL CONCRETE MONUMENT FOR RM. NO. 1 AND A NEW REFERENCE MARK NO.
 GD1567'2 AND 4 WERE ESTABLISHED.  THE SMALL QUADRILATERAL FORMED BY
 GD1567'THE STATION HIGGERSON 1955, RM NO. 2, USED BM RESET 1968 AND RM NO.
 GD1567'3 WAS THEN OCCUPIED AND CLOSED.  IN CHECKING THE HORIZONTAL
 GD1567'ANGLE BETWEEN THE AZIMUTH MARK AND USED BM RESET 1968 AGAINST
 GD1567'THE 1970 OBSERVATIONS A VERY GOOD CHECK WAS OBTAINED.  WHEN ALL
 GD1567'WORK WAS COMPLETED THE ORIGINAL AZIMUTH MARK WAS DESTROYED AND
 GD1567'THE DISK REMOVED.
 GD1567'
 GD1567'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 GD1567'
 GD1567'STATION IS LOCATED ON TOP OF A LEVEE ABOUT 7 MILES EAST OF NEW
 GD1567'MADRID, ABOUT 1.0 MILE WEST OF THE MISSISSIPPI RIVER.
 GD1567'
 GD1567'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE NEW MADRID
 GD1567'COUNTY COURTHOUSE IN NEW MADRID - GO NORTH ON MAIN STREET FOR 0.2
 GD1567'OF A MILE TO VANDENVENDER AVENUE ON THE RIGHT.  HERE TURN RIGHT AND
 GD1567'GO EAST ON VANDENVENDER AVENUE FOR 0.3 OF A MILE TO A LEVEE
 GD1567'JUNCTION AND COUNTY ROAD WW STRAIGHT AHEAD.  CONTINUE STRAIGHT
 GD1567'AHEAD, EAST ON COUNTY ROAD WW FOR 4.15 MILES TO COUNTY ROAD P
 GD1567'STRAIGHT AHEAD AND COUNTY ROAD WW RIGHT.  TURN RIGHT ON COUNTY ROAD
 GD1567'WW AND GO SOUTH AND EAST FOR 3.4 MILES TO COUNTY ROAD A-B, HERE
 GD1567'TURN RIGHT ON COUNTY ROAD A-B AND GO SOUTH FOR 0.8 OF A MILE
 GD1567'TO THE STATION ON THE LEFT ATOP LEVEE AS DESCRIBED.  TO REACH
 GD1567'RM NO. 4 (AZI.  MK.) FROM THE STATION, CONTINUE SOUTH ON COUNTY ROAD
 GD1567'A-B FOR 0.5 OF A MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GD1567'
 GD1567'STATION MARK IS A STANDARD DISK STAMPED HIGGERSON 1955 SET IN A
 GD1567'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  IT IS 183
 GD1567'FEET EAST-NORTHEAST OF POWERLINE TRANSFORMER POLE, 205 FEET
 GD1567'SOUTH-SOUTHEAST AND ACROSS A-B FROM A POWERLINE POLE, 140 FEET
 GD1567'EAST-NORTHEAST OF NORTHEAST CORNER OF ASBESTOS SIDED HOUSE, 60
 GD1567'FEET EAST OF APPROXIMATE CENTERLINE OF COUNTY ROAD A-B, 0.8 FOOT
 GD1567'NORTH OF METAL WITNESS POST AND SIGN.
 GD1567'
 GD1567'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HIGGERSON 1955
 GD1567'NO. 2 1972 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 GD1567'FLUSH WITH THE GROUND, 173 FEET SOUTH AND ACROSS A-B FROM
 GD1567'POWERLINE POLE, 190 FEET NORTH AND ACROSS A-B FROM POWERLINE
 GD1567'TRANSFORMER POLE, 114 FEET EAST-NORTHEAST AND ACROSS A-B FROM
 GD1567'NORTHEAST CORNER OF HOUSE, 42 FEET WEST OF APPROXIMATE
 GD1567'CENTERLINE OF LEVEE, 18 FEET EAST OF APPROXIMATE CENTERLINE OF
 GD1567'COUNTY ROAD A-B, 1.0 FEET NORTH OF METAL WITNESS POST AND
 GD1567'SIGN.
 GD1567'
 GD1567'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HIGGERSON 1955
 GD1567'NO. 3 1972 SET IN THE TOP OF A 12-INCH SQUARE MONUMENT FLUSH WITH
 GD1567'GROUND.  322 FEET NORTH OF POWERLINE TRANSFORMER POLE, 53 FEET
 GD1567'SOUTHEAST AND ACROSS COUNTY ROAD A-B FROM POWERLINE POLE, 42 FEET
 GD1567'WEST OF APPROXIMATE CENTERLINE OF LEVEE, 18 FEET EAST OF
 GD1567'APPROXIMATE CENTERLINE COUNTY ROAD A-B, 1.0 FEET SOUTH OF METAL
 GD1567'WITNESS POST AND SIGN.
 GD1567'
 GD1567'REFERENCE MARK NO. 4 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 GD1567'HIGGERSON 1955 NO. 4 1972 SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1567'MONUMENT FLUSH WITH THE GROUND, 56 FEET NORTHEAST AND ACROSS A-B
 GD1567'FROM POWERLINE POLE, 25 FEET SOUTH AND ACROSS A-B FROM GUYED
 GD1567'POWERLINE POLE, 42 FEET EAST OF APPROXIMATE CENTERLINE OF COUNTY
 GD1567'ROAD A-B, 12 FEET WEST OF APPROXIMATE CENTERLINE GRAVEL ROAD, 22
 GD1567'FEET NORTH-NORTHWEST OF POINT WHERE GRAVELED ROAD CROSSES
 GD1567'CENTERLINE OF LEVEE, 0.9 FOOT NORTH OF METAL WITNESS POST AND
 GD1567'SIGN, APPROXIMATELY 0.5 MILE SOUTH OF STATION.
 GD1567'
 GD1567'A U. S. CORPS OF ENGINEERS U. S. ARMY DISK SET IN THE TOP OF A
 GD1567'3-INCH IRON PIPE PROJECTING 16-INCHES AND STAMPED BM REF. 78/79
 GD1567'RESET 1968, 271 FEET NORTH OF POWERLINE TRANSFORMER POLE, 64 FEET
 GD1567'WEST OF APPROXIMATE CENTERLINE OF LEVEE, 85 FEET SOUTH OF
 GD1567'POWERLINE POLE, 28 FEET WEST OF APPROXIMATE CENTERLINE OF COUNTY
 GD1567'ROAD A-B, 1.5 FEET EAST OF A FENCE U. S. CORPS OF E. D. 0.7 FOOT
 GD1567'WEST OF METAL POST AND WITNESS SIGN.
 GD1567
 GD1567                          STATION RECOVERY (1977)
 GD1567
 GD1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1567'THE STATION UNDERGROUND MARK, REFERENCE MARK 2 AND REFERENCE
 GD1567'MARK 3 AND THE U.S. ENGINEERS DEPARTMENT BM RESET WERE RECOVERED
 GD1567'IN GOOD CONDITION.  THE STATION SURFACE MARK AND THE AZIMUTH
 GD1567'MARK HAVE BEEN DESTROYED.  REFERENCE MARKS 2 AND 3
 GD1567'WERE SET IN 1972, (THE 1972 DATA NOT AVALIABLE AT THIS TIME).
 GD1567'DUE TO LEVEE CONSTRUCTION HIGGERSON 2 WAS ESTABLISHED AND
 GD1567'OCCUPIED AT THIS TIME, SEE DESCRIPTION THEREOF.
 GD1567'
 GD1567'THE STATION IS LOCATED ABOUT 9 MILES EAST OF NEW MADRID, 1 MILE
 GD1567'WEST OF THE MISSISSIPPI RIVER, ALONG THE TOP OF THE LEVEE AND
 GD1567'ALONG STATE ROUTE AB, IN SECTION 35, T 23 N, R 15 E.
 GD1567'
 GD1567'TO REACH THE STATION FROM THE COURTHOUSE IN NEW MADRID, GO
 GD1567'NORTH ON MAIN STREET FOR 0.25 MILE TO THE INTERSECTION OF
 GD1567'VANDENVENDER AVENUE ON THE RIGHT.  TURN RIGHT AND GO EAST
 GD1567'ON VANDERVENDER AVENUE FOR 0.35 MILE TO A CROSSROAD ON THE
 GD1567'TOP OF THE LEVEE.  CONTINUE STRAIGHT AHEAD FROM THE TOP OF THE
 GD1567'LEVEE FOR 3 MILES ON STATE ROUTE WW TO JUNCTION WITH STATE
 GD1567'ROUTE P, WHERE ROUTE WW TURNS RIGHT.  TURN RIGHT AND GO SOUTH
 GD1567'AND EAST ON ROUTE WW FOR 3.2 MILES TO A PAVED ROAD RIGHT.
 GD1567'TURN RIGHT AND GO SOUTH ON STATE ROUTE AB FOR O.7 MILE TO THE
 GD1567'STATION ON THE LEFT ATOP THE LEVEE.
 GD1567'
 GD1567'STATION UNDERGROUND MARK, STAMPED---HIGGERSON 1955---, IS A
 GD1567'STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS
 GD1567'OF CONCRETE 20 INCHES BELOW THE GROUND SURFACE.  IT IS 63
 GD1567'FEET EAST OF THE APPROXIMATE CENTER OF STATE ROUTE AB, AND 140
 GD1567'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY
 GD1567'ASBESTOS SIDED FRAME HOUSE.
 GD1567'
 GD1567'HIGGERSON 2, STAMPED---HIGGERSON 2 1977---, ARE STANDARD DISKS.
 GD1567'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 GD1567'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND
 GD1567'SURFACE.  IT IS 27 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GD1567'OF ROUTE AB, 47 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 GD1567'AND 69 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GD1567'ONE STORY ASBESTOS SIDED FRAME HOUSE.
 GD1567'
 GD1567'REFERENCE MARK 2, STAMPED---HIGGERSON 1955 NO 2 1972---, IS A
 GD1567'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1567'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT
 GD1567'NORTH OF A METAL WITNESS POST, 17 FEET EAST OF THE APPROXIMATE
 GD1567'CENTER OF STATE ROUTE AB, APPROXIMATELY 15 FEET BELOW THE TOP
 GD1567'OF THE LEVEE, AND 45 FEET WEST OF THE TOP OF THE LEVEE.
 GD1567'
 GD1567'REFERENCE MARK 3, STAMPED---HIGGERSON 1955 NO 3 1972---, IS A
 GD1567'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1567'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 GD1567'IS 1.6 FEET SOUTH OF A METAL WITNESS POST, 19.6 FEET EAST OF
 GD1567'THE APPROXIMATE CENTER OF STATE ROUTE AB, 53 FEET SOUTHEAST OF
 GD1567'A POWERLINE POLE, AND 45 FEET WEST OF THE TOP OF THE LEVEE.
 GD1567'
 GD1567'USED BM, STAMPED---B.M.REF. 78/79 RESET 1968---, IS A
 GD1567'CORPS OF ENGINEERS ARMY SURVEY MARK CEMENTED IN A 3-INCH
 GD1567'DIAMETER CAST IRON PIPE THAT PROJECTS 15 INCHES ABOVE THE
 GD1567'GROUND SURFACE.  IT IS 2 FEET EAST OF A FENCELINE, 0.6 FOOT
 GD1567'SOUTHEAST OF A SURVEY MARKER SIGN, AND 25 FEET WEST OF THE
 GD1567'APPROXIMATE CENTER OF STATE ROUTE AB.
 GD1567'
 GD1567'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1573 ***********************************************************************
 GD1573  DESIGNATION -  HIGGERSON 2
 GD1573  PID         -  GD1573
 GD1573  STATE/COUNTY-  MO/NEW MADRID
 GD1573  USGS QUAD   -  HUBBARD LAKE (1982)
 GD1573
 GD1573                         *CURRENT SURVEY CONTROL
 GD1573  ___________________________________________________________________
 GD1573* NAD 83(1997)-  36 35 22.72090(N)    089 23 51.28096(W)     ADJUSTED  
 GD1573* NAVD 88     -        90.2    (meters)     296.     (feet)  VERTCON   
 GD1573  ___________________________________________________________________
 GD1573  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 GD1573  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GD1573
 GD1573  HORZ ORDER  -  SECOND
 GD1573
 GD1573.The horizontal coordinates were established by classical geodetic methods
 GD1573.and adjusted by the National Geodetic Survey in February 2000..
 GD1573
 GD1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1573
 GD1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1573
 GD1573.The geoid height was determined by GEOID03.
 GD1573
 GD1573;                    North         East     Units Scale Factor Converg.
 GD1573;SPC MO E     -    84,482.675   348,648.426   MT  1.00005319   +0 39 25.9
 GD1573;UTM  16      - 4,052,027.800   285,513.758   MT  1.00016682   -1 25 46.9
 GD1573
 GD1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1573!SPC MO E     -   0.99999029  x   1.00005319  =   1.00004348
 GD1573!UTM  16      -   0.99999029  x   1.00016682  =   1.00015710
 GD1573
 GD1573|---------------------------------------------------------------------|
 GD1573| PID    Reference Object                     Distance      Geod. Az  |
 GD1573|                                                           dddmmss.s |
 GD1573| GD1568 U F REF 78/79 RESET                  31.511 METERS 00841     |
 GD1573| CG3473 HIGGERSON RM 3                       48.143 METERS 02518     |
 GD1573| CG3472 HIGGERSON RM 2                       14.272 METERS 07402     |
 GD1573| GD1567 HIGGERSON                            25.764 METERS 09923     |
 GD1573| GD1574 HIGGERSON 2 AZ MK OFFSET              4.547 METERS 33620     |
 GD1573| GD1569 HIGGERSON 2 AZ MK                   APPROX. 1.2 KM 3362004.5 |
 GD1573|---------------------------------------------------------------------|
 GD1573
 GD1573                          SUPERSEDED SURVEY CONTROL
 GD1573
 GD1573  NAD 83(1997)-  36 35 22.72090(N)    089 23 51.28082(W) AD(       ) 2
 GD1573  NAD 83(1997)-  36 35 22.72129(N)    089 23 51.28067(W) AD(       ) 2
 GD1573  NAD 83(1997)-  36 35 22.72792(N)    089 23 51.28002(W) AD(       ) 2
 GD1573  NAD 83(1986)-  36 35 22.73354(N)    089 23 51.28003(W) AD(       ) 2
 GD1573  NAD 27      -  36 35 22.51691(N)    089 23 51.01693(W) AD(       ) 2
 GD1573  NGVD 29 (07/19/86)   90.1    (m)          296.     (f) VERT ANG       
 GD1573
 GD1573.Superseded values are not recommended for survey control.
 GD1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1573.See file dsdata.txt to determine how the superseded data were derived.
 GD1573
 GD1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8551452028(NAD 83)
 GD1573_MARKER: DD = SURVEY DISK
 GD1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1573+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD1573
 GD1573  HISTORY     - Date     Condition        Report By
 GD1573  HISTORY     - 1977     MONUMENTED       NGS
 GD1573  HISTORY     - 20020813 GOOD             USACE
 GD1573
 GD1573                          STATION DESCRIPTION
 GD1573
 GD1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1573'THE STATION IS LOCATED 9 MILES EAST OF NEW MADRID, 1 MILE WEST
 GD1573'OF THE MISSISSIPPI RIVER,0.7 MILE SOUTH OF JUNCTION STATE
 GD1573'ROUTE WW AND STATE ROUTE AB, ALONG ROUTE AB ON THE TOP OF THE
 GD1573'LEVEE, IN SECTION 35, T 23 N, R15 E.
 GD1573'
 GD1573'TO REACH THE STATION FROM THE COURTHOUSE IN NEW MADRID, GO
 GD1573'NORTH ON MAIN STREET FOR 0.25 MILE TO THE INTERSECTION OF
 GD1573'VANDENVENDER AVENUE ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 GD1573'VANDENVENDER AVENUE FOR 0.35 MILE TO A CROSSROAD ON TOP OF THE
 GD1573'LEVEE.  CONTINUE STRAIGHT AHEAD FROM TOP OF LEVEE FOR 3 MILES
 GD1573'ON STATE ROUTE WW, TO JUNCTION WITH STATE ROUTE P, WHERE
 GD1573'ROUTE WW TURNS RIGHT.  TURN RIGHT AND GO SOUTH AND EAST ON
 GD1573'ROUTE WW FOR 3.2 MILES TO A PAVED SIDE ROAD RIGHT, TURN
 GD1573'RIGHT AND GO SOUTH ON STATE ROUTE AB FOR 0.7 MILE TO THE
 GD1573'STATION ON THE RIGHT.
 GD1573'
 GD1573'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE
 GD1573'ROUTE AB FOR 0.7 MILE TO JUNCTION WITH ROUTE WW.  TURN LEFT ON
 GD1573'STATE ROUTE WW AND GO WESTERLY FOR 0.4 MILE TO THE AZIMUTH ON
 GD1573'THE RIGHT, BY A POWERLINE POLE.
 GD1573'
 GD1573'STATION MARKS, STAMPED---HIGGERSON 2 1977---, ARE STANDARD
 GD1573'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 GD1573'ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 GD1573'GROUND SURFACE.  IT IS 27 FEET NORTHWEST OF THE CENTERLINE
 GD1573'OF ROUTE AB, 47 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 GD1573'AND 69 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN ASBESTOS
 GD1573'SIDED HOUSE.
 GD1573'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 GD1573'CONCRETE.
 GD1573'
 GD1573'HIGGERSON, STAMPED---HIGGERSON 1955---, IS AN UNDERGROUND
 GD1573'DISK SET IN AN IRREGULAR MASS OF CONCRETE 20 INCHES
 GD1573'BELOW THE GROUND SURFACE.  THE SURFACE DISK TO THIS STATION
 GD1573'HAS BEEN DESTROYED DUE TO LEVEE CONSTRUCTION.  IT IS 63 FEET
 GD1573'EAST OF THE CENTERLINE OF STATE ROUTE AB, AND 140 FEET
 GD1573'EAST-NORTHEAST OF THE NORTHEAST CORNER OF AN ASBESTOS
 GD1573'SIDED FRAME HOUSE.
 GD1573'
 GD1573'REFERENCE MARK 2, STAMPED---HIGGERSON 1955 NO 2 1972---, IS A
 GD1573'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH ROUND
 GD1573'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 GD1573'1 FOOT NORTH OF A METAL WITNESS POST, 17 FEET EAST OF THE
 GD1573'CENTERLINE OF ROUTE AB, 15 FEET BELOW THE TOP OF THE LEVEE, AND
 GD1573'45 FEET WEST OF THE TOP OF THE LEVEE.
 GD1573'
 GD1573'REFERENCE MARK 3, STAMPED---HIGGERSON 1955 NO 3 1972---, IS A
 GD1573'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH ROUND
 GD1573'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 GD1573'SURFACE.  IT IS 1.6 FEET SOUTH OF A METAL WITNESS POST, 19.6
 GD1573'EAST OF THE CENTERLINE OF STATE ROUTE AB, 53 FEET SOUTHEAST OF
 GD1573'A POWERLINE POLE, AND 45 FEET WEST OF THE TOP OF A LEVEE.
 GD1573'
 GD1573'AZIMUTH MARK, STAMPED---HIGGERSON 2 1977---, IS A STANDARD
 GD1573'AZIMUTH MARK DISK THAT PROJECTS 4 INCHES ABOVE THE GROUND
 GD1573'SURFACE AND IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1573'MONUMENT.  IT IS 4 FEET SOUTH OF A POWERLINE POLE,
 GD1573'AND 59 FEET NORTH OF THE CENTERLINE OF STATE ROUTE WW.
 GD1573'
 GD1573'USED BM, STAMPED---B.M.REF. 78/79 RESET 1968---, IS A STANDARD
 GD1573'CORPS OF ENGINEERS ARMY SURVEY MARK CEMENTED IN A 3-INCH
 GD1573'DIAMETER CAST IRON PIPE THAT PROJECTS 15 INCHES ABOVE THE
 GD1573'GROUND SURFACE.  IT IS 2 FEET EAST OF A FENCELINE, 0.6 FOOT
 GD1573'SOUTHEAST OF A SURVEY MARKER SIGN, AND 25 FEET WEST OF THE
 GD1573'CENTERLINE OF STATE ROUTE AB.
 GD1573'
 GD1573'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARKS
 GD1573'AND THE REFERENCE MARKS.
 GD1573'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.6 METERS.
 GD1573
 GD1573                          STATION RECOVERY (2002)
 GD1573
 GD1573'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0665 ***********************************************************************
 KD0665  DESIGNATION -  HIGGINS
 KD0665  PID         -  KD0665
 KD0665  STATE/COUNTY-  MO/LAFAYETTE
 KD0665  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0665
 KD0665                         *CURRENT SURVEY CONTROL
 KD0665  ___________________________________________________________________
 KD0665* NAD 83(1997)-  39 03 57.42220(N)    093 43 52.42659(W)     ADJUSTED  
 KD0665* NAVD 88     -       263.363  (meters)     864.05   (feet)  ADJUSTED  
 KD0665  ___________________________________________________________________
 KD0665  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 KD0665  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0665  DYNAMIC HT  -         263.195 (meters)     863.50  (feet)  COMP
 KD0665  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 KD0665
 KD0665  HORZ ORDER  -  SECOND
 KD0665  VERT ORDER  -  SECOND    CLASS 0
 KD0665
 KD0665.The horizontal coordinates were established by classical geodetic methods
 KD0665.and adjusted by the National Geodetic Survey in February 2000..
 KD0665
 KD0665.The orthometric height was determined by differential leveling
 KD0665.and adjusted by the National Geodetic Survey in June 1991..
 KD0665
 KD0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0665
 KD0665.The geoid height was determined by GEOID03.
 KD0665
 KD0665.The dynamic height is computed by dividing the NAVD 88
 KD0665.geopotential number by the normal gravity value computed on the
 KD0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0665.degrees latitude (g = 980.6199 gals.).
 KD0665
 KD0665.The modeled gravity was interpolated from observed gravity values.
 KD0665
 KD0665;                    North         East     Units Scale Factor Converg.
 KD0665;SPC MO W     -   322,051.840   916,530.449   MT  0.99999566   +0 29 04.2
 KD0665;UTM  15      - 4,324,349.643   436,740.011   MT  0.99964927   -0 27 39.0
 KD0665
 KD0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0665!SPC MO W     -   0.99996381  x   0.99999566  =   0.99995947
 KD0665!UTM  15      -   0.99996381  x   0.99964927  =   0.99961309
 KD0665
 KD0665:                Primary Azimuth Mark                     Grid Az
 KD0665:SPC MO W     -  DOVER ATT MICROWAVE KAH 92 TWR           032 44 51.6
 KD0665:UTM  15      -  DOVER ATT MICROWAVE KAH 92 TWR           033 41 34.8
 KD0665
 KD0665|---------------------------------------------------------------------|
 KD0665| PID    Reference Object                     Distance      Geod. Az  |
 KD0665|                                                           dddmmss.s |
 KD0665| KD1238 DOVER ATT MICROWAVE KAH 92 TWR      APPROX.16.9 KM 0331355.8 |
 KD0665| KD1245 HIGGINSVILLE E MUNICIPAL TANK       APPROX. 1.6 KM 0610810.7 |
 KD0665| JD2755 AULLVILLE ATT MICROWAVE             APPROX. 9.2 KM 1531850.9 |
 KD0665| KD0664 HIGGINS RM 1                         30.214 METERS 15616     |
 KD0665| KD0764 HIGGINS AZ MK                                      1950411.4 |
 KD0665| KD0763 HIGGINS RM 2                         35.438 METERS 25034     |
 KD0665|---------------------------------------------------------------------|
 KD0665
 KD0665                          SUPERSEDED SURVEY CONTROL
 KD0665
 KD0665  NAD 83(1997)-  39 03 57.42339(N)    093 43 52.42807(W) AD(       ) 2
 KD0665  NAD 83(1986)-  39 03 57.42891(N)    093 43 52.42611(W) AD(       ) 2
 KD0665  NAD 27      -  39 03 57.37283(N)    093 43 51.64503(W) AD(       ) 2
 KD0665  NGVD 29 (??/??/92)  263.271  (m)          863.75   (f) ADJ UNCH    2 0
 KD0665
 KD0665.Superseded values are not recommended for survey control.
 KD0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0665.See file dsdata.txt to determine how the superseded data were derived.
 KD0665
 KD0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD3674024350(NAD 83)
 KD0665_MARKER: DS = TRIANGULATION STATION DISK
 KD0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0665_STAMPING: HIGGINS 1949
 KD0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0665+STABILITY: SURFACE MOTION
 KD0665
 KD0665  HISTORY     - Date     Condition        Report By
 KD0665  HISTORY     - 1949     MONUMENTED       CGS
 KD0665  HISTORY     - 1962     GOOD             CGS
 KD0665  HISTORY     - 1962     GOOD             NGS
 KD0665
 KD0665                          STATION DESCRIPTION
 KD0665
 KD0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD0665'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF THE CITY PARK
 KD0665'ABOUT 1.0 MILE SOUTH-SOUTHWEST OF THE CENTER OF THE BUSINESS
 KD0665'DISTRICT OF THE CITY OF HIGGINSVILLE.  IT IS NEAR THE CENTER
 KD0665'OF A TRIANGLE FORMED BY THREE ROADS, 65 FEET SOUTHWEST OF
 KD0665'A BASEBALL GRANDSTAND, 45 FEET SOUTH OF AN ELM TREE, AND
 KD0665'30 FEET NORTH OF A MAPLE TREE.  IT IS SET FLUSH WITH THE
 KD0665'GROUND AND IS STAMPED, HIGGINS 1949.
 KD0665'
 KD0665'REFERENCE MARK NO. 1 IS 35.5 FEET SOUTH OF THE CENTER OF
 KD0665'A PAVED ROAD AND 0.7 FOOT NORTH OF A WOVEN WIRE FENCE.
 KD0665'IT PROJECTS 1 INCH AND IS STAMPED, HIGGINS NO 1 1949.
 KD0665'
 KD0665'REFERENCE MARK NO. 2 IS 19 FEET NORTH OF THE CENTER OF A
 KD0665'PAVED ROAD AND IS NEAR THE SOUTHEAST CORNER OF A PARK FENCE.
 KD0665'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED, HIGGINS
 KD0665'NO 2 1949.
 KD0665'
 KD0665'AZIMUTH MARK IS 29.0 FEET WEST OF THE CENTER OF STATE HIGHWAY
 KD0665'NO. 13, 10 FEET NORTH OF THE CENTER OF A GATE, 1.5 FEET
 KD0665'NORTH OF A WITNESS POST, AND 0.7 FOOT EAST OF A WOVEN WIRE
 KD0665'FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED, HIGGINS 1949.
 KD0665'
 KD0665'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HIGGINSVILLE,
 KD0665'GO SOUTH ON CITY ROUTES NO. 13 AND 20 FOR 0.05 MILE, TURN
 KD0665'RIGHT AND GO SOUTHWEST FOR 0.8 MILE TO THE ENTRANCE TO THE
 KD0665'PARK ON THE LEFT, TURN LEFT INTO PARK AND GO SOUTH ON PARK
 KD0665'ROAD FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 KD0665'
 KD0665'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR
 KD0665'0.1 MILE, TURN LEFT AND GO SOUTH FOR 0.35 MILE TO THE MARK
 KD0665'ON THE RIGHT.
 KD0665'
 KD0665'AN 87 FOOT SIGNAL AT LEX IS VISIBLE AT 64 FEET.
 KD0665'
 KD0665'AN 87 FOOT SIGNAL AT LUEHRS IS VISIBLE AT 64 FEET.
 KD0665'
 KD0665'A 100 FOOT SIGNAL AT HODGE IS VISIBLE AT 64 FEET.
 KD0665'
 KD0665'A 4 FOOT SIGNAL AT CORDER IS VISIBLE AT 64 FEET.
 KD0665'
 KD0665'A 100 FOOT SIGNAL AT ALMA IS VISIBLE AT 77 FEET.
 KD0665'
 KD0665'A 4 FOOT SIGNAL AT DAVIS IS VISIBLE AT 64 FEET.
 KD0665'
 KD0665'AN 87 FOOT SIGNAL AT CONCORDIA IS VISIBLE AT 50 FEET.
 KD0665'
 KD0665'A 4 FOOT SIGNAL AT AULLVILLE IS VISIBLE AT 37 FEET.
 KD0665'
 KD0665'AN 87 FOOT SIGNAL AT HAZEL IS VISIBLE AT 37 FEET.
 KD0665'
 KD0665'A 47 FOOT SIGNAL AT MAYVIEW IS VISIBLE AT 37 FEET.
 KD0665'
 KD0665'AN 87 FOOT SIGNAL AT GREENTON IS VISIBLE AT 37 FEET.
 KD0665'
 KD0665'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD0665
 KD0665                          STATION RECOVERY (1962)
 KD0665
 KD0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD0665'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 KD0665'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN
 KD0665'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 KD0665'MARKS WERE VERIFIED.  THE DIRECTION TO THE AZIMUTH MARK WAS
 KD0665'VERIFIED.  THE TO REACH THE STATION IS ENTIRELY ADEQUATE.
 KD0665'
 KD0665'NOTE- THE NO OF REFERENCE MARK NO. 2 IS PARTIALLY OBLITERATED.
 KD0665'
 KD0665'A METAL WITNESS POST WAS SET 1.6 FEET SOUTH OF THE AZIMUTH
 KD0665'MARK.
 KD0665'
 KD0665'REFERENCE MARKS WERE MEASURED WITH 5KG. TAPE TENSION.
 KD0665'
 KD0665'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD0665
 KD0665                          STATION RECOVERY (1962)
 KD0665
 KD0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0665'1.2 MI S FROM HIGGINSVILLE.
 KD0665'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 KD0665'HIGGINSVILLE, THENCE 0.15 MILE EAST ALONG BROADWAY STREET, AT THE
 KD0665'HIGGINSVILLE FAIRGROUNDS, 60 FEET NORTH OF THE CENTERLINE OF THE
 KD0665'STREET, 116.8 FEET EAST-NORTHEAST OF R.M. 2, 99.0 FEET
 KD0665'NORTH-NORTHWEST OF R.M. 1, 5.0 FEET EAST OF A WITNESS POST, ABOUT
 KD0665'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 KD0665'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0764 ***********************************************************************
 KD0764  DESIGNATION -  HIGGINS AZ MK
 KD0764  PID         -  KD0764
 KD0764  STATE/COUNTY-  MO/LAFAYETTE
 KD0764  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0764
 KD0764                         *CURRENT SURVEY CONTROL
 KD0764  ___________________________________________________________________
 KD0764* NAD 83(1986)-  39 03 38.     (N)    093 44 00.     (W)     SCALED    
 KD0764* NAVD 88     -       263.179  (meters)     863.45   (feet)  ADJUSTED  
 KD0764  ___________________________________________________________________
 KD0764  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0764  DYNAMIC HT  -         263.011 (meters)     862.90  (feet)  COMP
 KD0764  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 KD0764
 KD0764  VERT ORDER  -  SECOND    CLASS 0
 KD0764
 KD0764.The horizontal coordinates were scaled from a topographic map and have
 KD0764.an estimated accuracy of +/- 6 seconds.
 KD0764
 KD0764.The orthometric height was determined by differential leveling
 KD0764.and adjusted by the National Geodetic Survey in June 1991..
 KD0764
 KD0764.The geoid height was determined by GEOID03.
 KD0764
 KD0764.The dynamic height is computed by dividing the NAVD 88
 KD0764.geopotential number by the normal gravity value computed on the
 KD0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0764.degrees latitude (g = 980.6199 gals.).
 KD0764
 KD0764.The modeled gravity was interpolated from observed gravity values.
 KD0764
 KD0764;                    North         East    Units  Estimated Accuracy
 KD0764;SPC MO W     -   321,450.      916,350.      MT  (+/- 180 meters Scaled)
 KD0764
 KD0764                          SUPERSEDED SURVEY CONTROL
 KD0764
 KD0764  NGVD 29 (??/??/92)  263.087  (m)          863.14   (f) ADJ UNCH    2 0
 KD0764
 KD0764.Superseded values are not recommended for survey control.
 KD0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0764.See file dsdata.txt to determine how the superseded data were derived.
 KD0764
 KD0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD365237(NAD 83)
 KD0764_MARKER: DZ = AZIMUTH MARK DISK
 KD0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0764_STAMPING: HIGGINS 1949
 KD0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0764+STABILITY: SURFACE MOTION
 KD0764
 KD0764  HISTORY     - Date     Condition        Report By
 KD0764  HISTORY     - 1949     MONUMENTED       CGS
 KD0764  HISTORY     - 1962     GOOD             NGS
 KD0764
 KD0764                          STATION DESCRIPTION
 KD0764
 KD0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0764'1.4 MI SW FROM HIGGINSVILLE.
 KD0764'1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 KD0764'AT HIGGINSVILLE, 26 FEET WEST OF THE CENTERLINE OF THE ROAD,
 KD0764'14 FEET NORTH OF A T-FENCE CORNER, 1 FOOT EAST OF A FENCE,
 KD0764'1.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 KD0764'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0664 ***********************************************************************
 KD0664  DESIGNATION -  HIGGINS RM 1
 KD0664  PID         -  KD0664
 KD0664  STATE/COUNTY-  MO/LAFAYETTE
 KD0664  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0664
 KD0664                         *CURRENT SURVEY CONTROL
 KD0664  ___________________________________________________________________
 KD0664* NAD 83(1986)-  39 03 57.     (N)    093 43 52.     (W)     SCALED    
 KD0664* NAVD 88     -       263.117  (meters)     863.24   (feet)  ADJUSTED  
 KD0664  ___________________________________________________________________
 KD0664  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0664  DYNAMIC HT  -         262.950 (meters)     862.70  (feet)  COMP
 KD0664  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 KD0664
 KD0664  VERT ORDER  -  SECOND    CLASS 0
 KD0664
 KD0664.The horizontal coordinates were scaled from a topographic map and have
 KD0664.an estimated accuracy of +/- 6 seconds.
 KD0664
 KD0664.The orthometric height was determined by differential leveling
 KD0664.and adjusted by the National Geodetic Survey in June 1991..
 KD0664
 KD0664.The geoid height was determined by GEOID03.
 KD0664
 KD0664.The dynamic height is computed by dividing the NAVD 88
 KD0664.geopotential number by the normal gravity value computed on the
 KD0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0664.degrees latitude (g = 980.6199 gals.).
 KD0664
 KD0664.The modeled gravity was interpolated from observed gravity values.
 KD0664
 KD0664;                    North         East    Units  Estimated Accuracy
 KD0664;SPC MO W     -   322,040.      916,540.      MT  (+/- 180 meters Scaled)
 KD0664
 KD0664                          SUPERSEDED SURVEY CONTROL
 KD0664
 KD0664  NGVD 29 (??/??/92)  263.025  (m)          862.94   (f) ADJ UNCH    2 0
 KD0664
 KD0664.Superseded values are not recommended for survey control.
 KD0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0664.See file dsdata.txt to determine how the superseded data were derived.
 KD0664
 KD0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD367243(NAD 83)
 KD0664_MARKER: DR = REFERENCE MARK DISK
 KD0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0664_STAMPING: HIGGINS NO 1 1949
 KD0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0664+STABILITY: SURFACE MOTION
 KD0664
 KD0664  HISTORY     - Date     Condition        Report By
 KD0664  HISTORY     - 1949     MONUMENTED       CGS
 KD0664  HISTORY     - 1962     GOOD             NGS
 KD0664
 KD0664                          STATION DESCRIPTION
 KD0664
 KD0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0664'1.2 MI S FROM HIGGINSVILLE.
 KD0664'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 KD0664'HIGGINSVILLE, THENCE 0.15 MILE EAST ALONG BROADWAY STREET, 158.9
 KD0664'FEET EAST OF R.M. 2, 99.0 FEET SOUTH-SOUTHEAST OF HIGGINS 1949, AND
 KD0664'SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0763 ***********************************************************************
 KD0763  DESIGNATION -  HIGGINS RM 2
 KD0763  PID         -  KD0763
 KD0763  STATE/COUNTY-  MO/LAFAYETTE
 KD0763  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0763
 KD0763                         *CURRENT SURVEY CONTROL
 KD0763  ___________________________________________________________________
 KD0763* NAD 83(1986)-  39 03 57.     (N)    093 43 52.     (W)     SCALED    
 KD0763* NAVD 88     -       262.794  (meters)     862.18   (feet)  ADJUSTED  
 KD0763  ___________________________________________________________________
 KD0763  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0763  DYNAMIC HT  -         262.627 (meters)     861.64  (feet)  COMP
 KD0763  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 KD0763
 KD0763  VERT ORDER  -  SECOND    CLASS 0
 KD0763
 KD0763.The horizontal coordinates were scaled from a topographic map and have
 KD0763.an estimated accuracy of +/- 6 seconds.
 KD0763
 KD0763.The orthometric height was determined by differential leveling
 KD0763.and adjusted by the National Geodetic Survey in June 1991..
 KD0763
 KD0763.The geoid height was determined by GEOID03.
 KD0763
 KD0763.The dynamic height is computed by dividing the NAVD 88
 KD0763.geopotential number by the normal gravity value computed on the
 KD0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0763.degrees latitude (g = 980.6199 gals.).
 KD0763
 KD0763.The modeled gravity was interpolated from observed gravity values.
 KD0763
 KD0763;                    North         East    Units  Estimated Accuracy
 KD0763;SPC MO W     -   322,040.      916,540.      MT  (+/- 180 meters Scaled)
 KD0763
 KD0763                          SUPERSEDED SURVEY CONTROL
 KD0763
 KD0763  NGVD 29 (??/??/92)  262.702  (m)          861.88   (f) ADJ UNCH    2 0
 KD0763
 KD0763.Superseded values are not recommended for survey control.
 KD0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0763.See file dsdata.txt to determine how the superseded data were derived.
 KD0763
 KD0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD367243(NAD 83)
 KD0763_MARKER: DR = REFERENCE MARK DISK
 KD0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0763_STAMPING: HIGGINS NO 2 1949
 KD0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0763+STABILITY: SURFACE MOTION
 KD0763
 KD0763  HISTORY     - Date     Condition        Report By
 KD0763  HISTORY     - 1949     MONUMENTED       CGS
 KD0763  HISTORY     - 1962     GOOD             NGS
 KD0763
 KD0763                          STATION DESCRIPTION
 KD0763
 KD0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0763'1.2 MI S FROM HIGGINSVILLE.
 KD0763'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 KD0763'AT HIGGINSVILLE, THENCE 0.15 MILE EAST ALONG BROADWAY STREET,
 KD0763'158.9 FEET WEST OF R.M. 1, 116.8 FEET WEST-SOUTHWEST OF HIGGINS
 KD0763'1949, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0663 ***********************************************************************
 KD0663  DESIGNATION -  HIGGINSVILLE
 KD0663  PID         -  KD0663
 KD0663  STATE/COUNTY-  MO/LAFAYETTE
 KD0663  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0663
 KD0663                         *CURRENT SURVEY CONTROL
 KD0663  ___________________________________________________________________
 KD0663* NAD 83(1986)-  39 04 30.     (N)    093 43 02.     (W)     SCALED    
 KD0663* NAVD 88     -       254.906  (meters)     836.30   (feet)  ADJUSTED  
 KD0663  ___________________________________________________________________
 KD0663  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0663  DYNAMIC HT  -         254.744 (meters)     835.77  (feet)  COMP
 KD0663  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 KD0663
 KD0663  VERT ORDER  -  SECOND    CLASS 0
 KD0663
 KD0663.The horizontal coordinates were scaled from a topographic map and have
 KD0663.an estimated accuracy of +/- 6 seconds.
 KD0663
 KD0663.The orthometric height was determined by differential leveling
 KD0663.and adjusted by the National Geodetic Survey in June 1991..
 KD0663
 KD0663.The geoid height was determined by GEOID03.
 KD0663
 KD0663.The dynamic height is computed by dividing the NAVD 88
 KD0663.geopotential number by the normal gravity value computed on the
 KD0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0663.degrees latitude (g = 980.6199 gals.).
 KD0663
 KD0663.The modeled gravity was interpolated from observed gravity values.
 KD0663
 KD0663;                    North         East    Units  Estimated Accuracy
 KD0663;SPC MO W     -   323,070.      917,730.      MT  (+/- 180 meters Scaled)
 KD0663
 KD0663                          SUPERSEDED SURVEY CONTROL
 KD0663
 KD0663  NGVD 29 (??/??/92)  254.815  (m)          836.01   (f) ADJ UNCH    2 0
 KD0663
 KD0663.Superseded values are not recommended for survey control.
 KD0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0663.See file dsdata.txt to determine how the superseded data were derived.
 KD0663
 KD0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD379253(NAD 83)
 KD0663_MARKER: DB = BENCH MARK DISK
 KD0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0663_SP_SET: FOUNDATION
 KD0663_STAMPING: HIGGINSVILLE 1934
 KD0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0663
 KD0663  HISTORY     - Date     Condition        Report By
 KD0663  HISTORY     - 1934     MONUMENTED       CGS
 KD0663  HISTORY     - 1962     GOOD             NGS
 KD0663
 KD0663                          STATION DESCRIPTION
 KD0663
 KD0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0663'0.4 MI SW FROM HIGGINSVILLE.
 KD0663'0.05 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0663'STATION AT HIGGINSVILLE, THENCE 0.05 MILE WEST ALONG SIDE STREET,
 KD0663'THENCE 0.3 MILE SOUTH ALONG MAIN STREET, IN THE EAST SIDE OF THE
 KD0663'COUNTY COURTHOUSE, IN THE STONE FACE OF THE SOUTH SIDE OF THE
 KD0663'MAIN DOOR AT 20TH STREET AND MAIN STREET, 5 FEET SOUTH OF THE MAIN
 KD0663'DOOR, 4.5 FEET ABOVE THE GROUND, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 KD0663'STREET, A DISK DRILLED VERTICALLY IN THE FOUNDATION OF THE
 KD0663'COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1246 ***********************************************************************
 KD1246  DESIGNATION -  HIGGINSVILLE D P FLOUR CO TANK
 KD1246  PID         -  KD1246
 KD1246  STATE/COUNTY-  MO/LAFAYETTE
 KD1246  USGS QUAD   -  HIGGINSVILLE (1978)
 KD1246
 KD1246                         *CURRENT SURVEY CONTROL
 KD1246  ___________________________________________________________________
 KD1246* NAD 83(1997)-  39 04 20.81819(N)    093 43 11.74854(W)     ADJUSTED  
 KD1246* NAVD 88     -                                                        
 KD1246  ___________________________________________________________________
 KD1246  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 KD1246  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1246
 KD1246  HORZ ORDER  -  THIRD
 KD1246
 KD1246.The horizontal coordinates were established by classical geodetic methods
 KD1246.and adjusted by the National Geodetic Survey in February 2000..
 KD1246
 KD1246
 KD1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1246
 KD1246.The geoid height was determined by GEOID03.
 KD1246
 KD1246;                    North         East     Units Scale Factor Converg.
 KD1246;SPC MO W     -   322,781.627   917,502.141   MT  0.99999726   +0 29 30.1
 KD1246;UTM  15      - 4,325,063.050   437,723.270   MT  0.99964775   -0 27 13.6
 KD1246
 KD1246                          SUPERSEDED SURVEY CONTROL
 KD1246
 KD1246  NAD 83(1997)-  39 04 20.81941(N)    093 43 11.75006(W) AD(       ) 4
 KD1246  NAD 83(1986)-  39 04 20.82480(N)    093 43 11.74819(W) AD(       ) 4
 KD1246  NAD 27      -  39 04 20.76566(N)    093 43 10.97269(W) AD(       ) 3
 KD1246
 KD1246.Superseded values are not recommended for survey control.
 KD1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1246.See file dsdata.txt to determine how the superseded data were derived.
 KD1246
 KD1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD3772325063(NAD 83)
 KD1246_MARKER: 53 = ELEVATED TANK
 KD1246
 KD1246  HISTORY     - Date     Condition        Report By
 KD1246  HISTORY     - 1962     FIRST OBSERVED   CGS
 KD1246  HISTORY     - 20050429 MARK NOT FOUND   GEOCAC
 KD1246
 KD1246                          STATION DESCRIPTION
 KD1246
 KD1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1246'THE STATION IS THE BALL ATOP THE TANK, LOCATED TWO BLOCKS WEST OF
 KD1246'THE BUSINESS DISTRICT IN HIGGINSVILLE, ON THE SOUTH SIDE OF 22ND
 KD1246'STREET AND ON THE NORTH SIDE OF THE GULF-MOBILE AND OHIO RAILROAD
 KD1246'TRACKS.
 KD1246'
 KD1246'IT IS A LARGE WHITE GRAIN ELEVATOR CONSISTING OF SEVERAL BINS
 KD1246'WITH A WOODEN WATER TANK ON THE TOP OF THE MOST EASTERN BIN OF
 KD1246'THE ELEVATOR AND HAS AN OVERALL HEIGHT OF 167 FEET.
 KD1246
 KD1246                          STATION RECOVERY (2005)
 KD1246
 KD1246'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1246'THE WOODEN WATER TANK, OR A BALL ATOP THE TANK, WAS NOT OBSERVED ON
 KD1246'THE EAST BIN OF THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1245 ***********************************************************************
 KD1245  DESIGNATION -  HIGGINSVILLE E MUNICIPAL TANK
 KD1245  PID         -  KD1245
 KD1245  STATE/COUNTY-  MO/LAFAYETTE
 KD1245  USGS QUAD   -  HIGGINSVILLE (1978)
 KD1245
 KD1245                         *CURRENT SURVEY CONTROL
 KD1245  ___________________________________________________________________
 KD1245* NAD 83(1997)-  39 04 23.01603(N)    093 42 52.84926(W)     ADJUSTED  
 KD1245* NAVD 88     -                                                        
 KD1245  ___________________________________________________________________
 KD1245  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 KD1245  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1245
 KD1245  HORZ ORDER  -  THIRD
 KD1245
 KD1245.The horizontal coordinates were established by classical geodetic methods
 KD1245.and adjusted by the National Geodetic Survey in February 2000..
 KD1245
 KD1245
 KD1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1245
 KD1245.The geoid height was determined by GEOID03.
 KD1245
 KD1245;                    North         East     Units Scale Factor Converg.
 KD1245;SPC MO W     -   322,853.313   917,955.845   MT  0.99999802   +0 29 42.1
 KD1245;UTM  15      - 4,325,127.217   438,177.936   MT  0.99964706   -0 27 01.7
 KD1245
 KD1245                          SUPERSEDED SURVEY CONTROL
 KD1245
 KD1245  NAD 83(1997)-  39 04 23.01724(N)    093 42 52.85081(W) AD(       ) 4
 KD1245  NAD 83(1986)-  39 04 23.02267(N)    093 42 52.84894(W) AD(       ) 4
 KD1245  NAD 27      -  39 04 22.96388(N)    093 42 52.07262(W) AD(       ) 3
 KD1245
 KD1245.Superseded values are not recommended for survey control.
 KD1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1245.See file dsdata.txt to determine how the superseded data were derived.
 KD1245
 KD1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD3817825127(NAD 83)
 KD1245_MARKER: 53 = ELEVATED TANK
 KD1245
 KD1245  HISTORY     - Date     Condition        Report By
 KD1245  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1245  HISTORY     - 1962     GOOD             CGS
 KD1245  HISTORY     - 20050429 MARK NOT FOUND   GEOCAC
 KD1245
 KD1245                          STATION DESCRIPTION
 KD1245
 KD1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1245'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF HIGGINSVILLE
 KD1245'70 FEET EAST OF A RAILROAD SIDING, 75 FEET NORTH OF THE CENTER
 KD1245'OF 22ND STREET AND ABOUT 200 FEET SOUTH OF THE POWER PLANT.  IT
 KD1245'IS A FOUR LEGGED STEEL STRUCTURE, OVERALL HEIGHT IS 125 FEET.
 KD1245'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 KD1245
 KD1245                          STATION RECOVERY (1962)
 KD1245
 KD1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1245'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 KD1245'NOTE- THE OVERALL HEIGHT OF THE STRUCTURE IS 176 FEET INSTEAD OF
 KD1245'125 FEET WHICH WAS STATED IN THE 1949 DESCRIPTION.
 KD1245
 KD1245                          STATION RECOVERY (2005)
 KD1245
 KD1245'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1245'THE TANK APPEARS TO HAVE BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1247 ***********************************************************************
 KD1247  DESIGNATION -  HIGGINSVILLE W MUNICIPAL TANK
 KD1247  PID         -  KD1247
 KD1247  STATE/COUNTY-  MO/LAFAYETTE
 KD1247  USGS QUAD   -  HIGGINSVILLE (1978)
 KD1247
 KD1247                         *CURRENT SURVEY CONTROL
 KD1247  ___________________________________________________________________
 KD1247* NAD 83(1997)-  39 04 17.04317(N)    093 43 36.88757(W)     ADJUSTED  
 KD1247* NAVD 88     -                                                        
 KD1247  ___________________________________________________________________
 KD1247  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 KD1247  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1247
 KD1247  HORZ ORDER  -  THIRD
 KD1247
 KD1247.The horizontal coordinates were established by classical geodetic methods
 KD1247.and adjusted by the National Geodetic Survey in February 2000..
 KD1247
 KD1247
 KD1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1247
 KD1247.The geoid height was determined by GEOID03.
 KD1247
 KD1247;                    North         East     Units Scale Factor Converg.
 KD1247;SPC MO W     -   322,660.055   916,898.855   MT  0.99999626   +0 29 14.2
 KD1247;UTM  15      - 4,324,951.488   437,118.271   MT  0.99964869   -0 27 29.4
 KD1247
 KD1247                          SUPERSEDED SURVEY CONTROL
 KD1247
 KD1247  NAD 83(1997)-  39 04 17.04417(N)    093 43 36.88925(W) AD(       ) 4
 KD1247  NAD 83(1986)-  39 04 17.05003(N)    093 43 36.88695(W) AD(       ) 4
 KD1247  NAD 27      -  39 04 16.97952(N)    093 43 36.11714(W) AD(       ) 3
 KD1247
 KD1247.Superseded values are not recommended for survey control.
 KD1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1247.See file dsdata.txt to determine how the superseded data were derived.
 KD1247
 KD1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD3711824951(NAD 83)
 KD1247_MARKER: 53 = ELEVATED TANK
 KD1247
 KD1247  HISTORY     - Date     Condition        Report By
 KD1247  HISTORY     - 1962     FIRST OBSERVED   CGS
 KD1247  HISTORY     - 20050429 MARK NOT FOUND   GEOCAC
 KD1247
 KD1247                          STATION DESCRIPTION
 KD1247
 KD1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RLE)
 KD1247'THE STATION IS THE ANTENNA ATOP THE TANK, LOCATED ABOUT 0.05 MILE
 KD1247'SOUTHWEST OF THE INTERSECTION OF WASHINGTON STREET AND 22ND STREET
 KD1247'IN HIGGINSVILLE AND ON THE WEST EDGE OF TOWN.
 KD1247'
 KD1247'IT IS A FOUR LEGGED STEEL STRUCTURE WHICH SUPPORTS AN OVAL
 KD1247'SHAPED TANK, PAINTED SILVER AND HAS AN OVERALL HEIGHT OF 154
 KD1247'FEET.
 KD1247
 KD1247                          STATION RECOVERY (2005)
 KD1247
 KD1247'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1247'AN ANTENNA ATOP THE TANK WAS NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1344 ***********************************************************************
 KD1344  DESIGNATION -  HIGGPORT
 KD1344  PID         -  KD1344
 KD1344  STATE/COUNTY-  MO/LAFAYETTE
 KD1344  USGS QUAD   -  HIGGINSVILLE (1978)
 KD1344
 KD1344                         *CURRENT SURVEY CONTROL
 KD1344  ___________________________________________________________________
 KD1344* NAD 83(1997)-  39 04 22.50880(N)    093 40 38.31260(W)     ADJUSTED  
 KD1344* NAVD 88     -       249.0    (meters)     817.     (feet)  VERTCON   
 KD1344  ___________________________________________________________________
 KD1344  X           -    -318,017.179 (meters)                     COMP
 KD1344  Y           -  -4,948,187.973 (meters)                     COMP
 KD1344  Z           -   3,998,741.305 (meters)                     COMP
 KD1344  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 KD1344  ELLIP HEIGHT-         216.36  (meters)          (02/17/00) GPS OBS
 KD1344  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1344
 KD1344  HORZ ORDER  -  THIRD
 KD1344  ELLP ORDER  -  FOURTH    CLASS I
 KD1344
 KD1344.This mark is at Higginsville Industrial Mun Airport (HIG)
 KD1344
 KD1344.The horizontal coordinates were established by GPS observations
 KD1344.and adjusted by the National Geodetic Survey in February 2000..
 KD1344
 KD1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1344
 KD1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1344
 KD1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1344
 KD1344.The ellipsoidal height was determined by GPS observations
 KD1344.and is referenced to NAD 83.
 KD1344
 KD1344.The geoid height was determined by GEOID03.
 KD1344
 KD1344;                    North         East     Units Scale Factor Converg.
 KD1344;SPC MO W     -   322,866.277   921,189.871   MT  1.00000356   +0 31 06.9
 KD1344;UTM  15      - 4,325,086.828   441,410.584   MT  0.99964227   -0 25 36.9
 KD1344
 KD1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1344!SPC MO W     -   0.99996606  x   1.00000356  =   0.99996962
 KD1344!UTM  15      -   0.99996606  x   0.99964227  =   0.99960834
 KD1344
 KD1344:                Primary Azimuth Mark                     Grid Az
 KD1344:SPC MO W     -  HIGGPORT AZ MK                           345 10 13.9
 KD1344:UTM  15      -  HIGGPORT AZ MK                           346 06 57.7
 KD1344
 KD1344|---------------------------------------------------------------------|
 KD1344| PID    Reference Object                     Distance      Geod. Az  |
 KD1344|                                                           dddmmss.s |
 KD1344| KD1345 HIGGPORT AZ MK                      470.727 METERS 3454120.8 |
 KD1344|---------------------------------------------------------------------|
 KD1344
 KD1344                          SUPERSEDED SURVEY CONTROL
 KD1344
 KD1344  NAD 83(1997)-  39 04 22.50892(N)    093 40 38.31262(W) AD(       ) 3
 KD1344  NAD 83(1986)-  39 04 22.51503(N)    093 40 38.31377(W) AD(       ) 3
 KD1344  NGVD 29 (10/04/91)  248.9    (m)          817.     (f) GPS OBS        
 KD1344
 KD1344.Superseded values are not recommended for survey control.
 KD1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1344.See file dsdata.txt to determine how the superseded data were derived.
 KD1344
 KD1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4141125087(NAD 83)
 KD1344_MARKER: I = METAL ROD
 KD1344_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD1344_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD1344_STAMPING: HIGGPORT 1991
 KD1344_MARK LOGO: NGS   
 KD1344_PROJECTION: FLUSH
 KD1344_MAGNETIC: I = MARKER IS A STEEL ROD
 KD1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1344+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KD1344_ROD/PIPE-DEPTH: 4.3  meters
 KD1344_SLEEVE-DEPTH  : 1.0 meters
 KD1344
 KD1344  HISTORY     - Date     Condition        Report By
 KD1344  HISTORY     - 1991     MONUMENTED       NGS
 KD1344
 KD1344                          STATION DESCRIPTION
 KD1344
 KD1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KD1344'STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTH OF INTERSTATE 70, AT
 KD1344'THE HIGGINSVILLE INDUSTRIAL MUNICIPAL AIRPORT NEAR THE SOUTHEAST
 KD1344'CORNER OF HIGGINSVILLE. OWNERSHIP-CITY OF HIGGINSVILLE, CITY HALL,
 KD1344'HIGGINSVILLE, MO 64037. AIRPORT MANAGER IS TOM RUNGE, PHONE
 KD1344'816-584-7121, 584-2330. ON SITE CONTACT IS STEVE GOOSMAN, PHONE
 KD1344'584-7427.
 KD1344'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 13 AND 13
 KD1344'BUSINESS NORTH (MAIN STREET), LOCATED NEAR THE SOUTH SIDE OF
 KD1344'HIGGINSVILLE, GO NORTHEASTERLY ALONG STATE ROUTE 13 BUSINESS FOR 2.3
 KD1344'KM (1.4 MI) TO THE JUNCTION OF ROAD AA LEADING EAST.  TURN RIGHT,
 KD1344'EAST, ALONG ROAD AA FOR 2.08 KM (1.29 MI) TO COUNTY ROAD 202 ON THE
 KD1344'RIGHT. CONTINUE EAST ALONG ROAD AA FOR 1.6 KM (1.0 MI) TO A GRAVEL
 KD1344'ROAD ON THE RIGHT (HIGGINSVILLE CITY LAKE ROAD).  TURN RIGHT, SOUTH,
 KD1344'ALONG GRAVEL ROAD FOR 0.72 KM (0.45 MI) TO THE MUNICIPAL AIRPORT
 KD1344'ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST, FOR 0.08 KM (0.05 MI) TO
 KD1344'THE BROWN METAL BUILDING (OFFICE BUILDING).  PASS THROUGH GATE
 KD1344'LOCATED AT THE SOUTH SIDE OF THE METAL BUILDING AND GO 0.24 KM
 KD1344'(0.15 MI) WEST-NORTHWEST ALONG THE APPRON AND TAXI APPROACH TO THE
 KD1344'JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 KD1344'STATION IS 17.3 M (56.8 FT) NORTH OF THE CENTER OF THE TAXI APPROACH,
 KD1344'16.9 M (55.4 FT) EAST OF THE CENTER OF THE RUNWAY, 3.9 M (12.8 FT)
 KD1344'EAST OF A PURPLE TAXI LIGHT, AND 0.3 M (1.0 FT) NORTH OF A SHORT
 KD1344'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1345 ***********************************************************************
 KD1345  DESIGNATION -  HIGGPORT AZ MK
 KD1345  PID         -  KD1345
 KD1345  STATE/COUNTY-  MO/LAFAYETTE
 KD1345  USGS QUAD   -  HIGGINSVILLE (1978)
 KD1345
 KD1345                         *CURRENT SURVEY CONTROL
 KD1345  ___________________________________________________________________
 KD1345* NAD 83(1997)-  39 04 37.29958(N)    093 40 43.15334(W)     ADJUSTED  
 KD1345* NAVD 88     -       253.7    (meters)     832.     (feet)  VERTCON   
 KD1345  ___________________________________________________________________
 KD1345  X           -    -318,115.094 (meters)                     COMP
 KD1345  Y           -  -4,947,897.247 (meters)                     COMP
 KD1345  Z           -   3,999,098.394 (meters)                     COMP
 KD1345  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 KD1345  ELLIP HEIGHT-         221.09  (meters)          (02/17/00) GPS OBS
 KD1345  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1345
 KD1345  HORZ ORDER  -  THIRD
 KD1345  ELLP ORDER  -  FOURTH    CLASS I
 KD1345
 KD1345.This mark is at Higginsville Industrial Mun Airport (HIG)
 KD1345
 KD1345.The horizontal coordinates were established by GPS observations
 KD1345.and adjusted by the National Geodetic Survey in February 2000..
 KD1345
 KD1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1345
 KD1345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1345
 KD1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1345
 KD1345.The ellipsoidal height was determined by GPS observations
 KD1345.and is referenced to NAD 83.
 KD1345
 KD1345.The geoid height was determined by GEOID03.
 KD1345
 KD1345;                    North         East     Units Scale Factor Converg.
 KD1345;SPC MO W     -   323,321.326   921,069.391   MT  1.00000335   +0 31 04.0
 KD1345;UTM  15      - 4,325,543.638   441,297.671   MT  0.99964243   -0 25 40.1
 KD1345
 KD1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1345!SPC MO W     -   0.99996531  x   1.00000335  =   0.99996866
 KD1345!UTM  15      -   0.99996531  x   0.99964243  =   0.99960776
 KD1345
 KD1345:                Primary Azimuth Mark                     Grid Az
 KD1345:SPC MO W     -  HIGGPORT                                 165 10 13.7
 KD1345:UTM  15      -  HIGGPORT                                 166 06 57.8
 KD1345
 KD1345|---------------------------------------------------------------------|
 KD1345| PID    Reference Object                     Distance      Geod. Az  |
 KD1345|                                                           dddmmss.s |
 KD1345| KD1344 HIGGPORT                            470.727 METERS 1654117.7 |
 KD1345|---------------------------------------------------------------------|
 KD1345
 KD1345                          SUPERSEDED SURVEY CONTROL
 KD1345
 KD1345  NAD 83(1997)-  39 04 37.29970(N)    093 40 43.15336(W) AD(       ) 3
 KD1345  NAD 83(1986)-  39 04 37.30583(N)    093 40 43.15451(W) AD(       ) 3
 KD1345  NGVD 29 (10/04/91)  253.7    (m)          832.     (f) GPS OBS        
 KD1345
 KD1345.Superseded values are not recommended for survey control.
 KD1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1345.See file dsdata.txt to determine how the superseded data were derived.
 KD1345
 KD1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4129825544(NAD 83)
 KD1345_MARKER: I = METAL ROD
 KD1345_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD1345_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD1345_STAMPING: HIGGPORT AZ MK 1991
 KD1345_MARK LOGO: NGS   
 KD1345_PROJECTION: FLUSH
 KD1345_MAGNETIC: I = MARKER IS A STEEL ROD
 KD1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1345+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KD1345_ROD/PIPE-DEPTH: 5.5  meters
 KD1345_SLEEVE-DEPTH  : 1.0 meters
 KD1345
 KD1345  HISTORY     - Date     Condition        Report By
 KD1345  HISTORY     - 1991     MONUMENTED       NGS
 KD1345
 KD1345                          STATION DESCRIPTION
 KD1345
 KD1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KD1345'STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTH OF INTERSTATE 70, AT
 KD1345'THE HIGGINSVILLE INDUSTRIAL MUNICIPAL AIRPORT NEAR THE SOUTHEAST
 KD1345'CORNER OF HIGGINSVILLE. OWNERSHIP-CITY OF HIGGINSVILLE, CITY HALL,
 KD1345'HIGGINSVILLE, MO 64037.  AIRPORT MANAGER IS TOM RUNGE, PHONE
 KD1345'816-584-7121, 584-2330.  ON SITE CONTACT IS STEVE GOOSMAN, PHONE
 KD1345'584-7427.
 KD1345'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 13 AND 13
 KD1345'BUSINESS NORTH (MAIN STREET), LOCATED NEAR THE SOUTH SIDE OF
 KD1345'HIGGINSVILLE, GO NORTHEASTERLY ALONG STATE ROUTE 13 BUSINESS FOR 2.3
 KD1345'KM (1.4 MI) TO THE JUNCTION OF ROAD AA LEADING EAST.  TURN RIGHT,
 KD1345'EAST, ALONG ROAD AA FOR 2.08 KM (1.29 MI) TO COUNTY ROAD 202 ON THE
 KD1345'RIGHT. CONTINUE EAST ALONG ROAD AA FOR 1.6 KM (1.0 MI) TO A GRAVEL
 KD1345'ROAD ON THE RIGHT (HIGGINSVILLE CITY LAKE ROAD).  TURN RIGHT, SOUTH,
 KD1345'ALONG GRAVEL ROAD FOR 0.72 KM (0.45 MI) TO THE MUNICIPAL AIRPORT
 KD1345'ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST, FOR 0.08 KM (0.05 MI) TO
 KD1345'THE BROWN METAL BUILDING (OFFICE BUILDING).  PASS THROUGH GATE
 KD1345'LOCATED AT THE SOUTH SIDE OF THE METAL BUILDING AND GO 0.24 KM
 KD1345'(0.15 MI) WEST-NORTHWEST ALONG THE APRON AND TAXI APPROACH TO THE
 KD1345'JUNCTION OF THE RUNWAY. GO NORTH-NORTHWEST ALONG THE NORTHEAST SIDE
 KD1345'OF THE RUNWAY FOR 0.48 KM (0.30 MI) TO THE STATION LOCATED IN GRASSY
 KD1345'CENTER OF TURNAROUND.
 KD1345'LOCATED 18.5 M (60.7 FT) EAST OF THE CENTER OF THE RUNWAY, 25.1 M
 KD1345'(82.3 FT) SOUTH OF THE CENTER OF THE TURNAROUND APPROACH TO THE END
 KD1345'OF RUNWAY 16, 25.4 M (83.3 FT) NORTH OF THE NORTH EDGE OF THE SOUTH
 KD1345'ENTRANCE TO THE TURNAROUND, 0.3 M (1.0 FT) NORTH OF A SHORT
 KD1345'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1438 ***********************************************************************
 JC1438  DESIGNATION -  HIGH
 JC1438  PID         -  JC1438
 JC1438  STATE/COUNTY-  MO/MONTGOMERY
 JC1438  USGS QUAD   -  BELLFLOWER SOUTH (1973)
 JC1438
 JC1438                         *CURRENT SURVEY CONTROL
 JC1438  ___________________________________________________________________
 JC1438* NAD 83(1997)-  38 52 39.32067(N)    091 21 29.55300(W)     ADJUSTED  
 JC1438* NAVD 88     -       273.3    (meters)     897.     (feet)  VERTCON   
 JC1438  ___________________________________________________________________
 JC1438  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 JC1438  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JC1438
 JC1438  HORZ ORDER  -  SECOND
 JC1438
 JC1438.The horizontal coordinates were established by classical geodetic methods
 JC1438.and adjusted by the National Geodetic Survey in February 2000..
 JC1438
 JC1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1438
 JC1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1438
 JC1438.The geoid height was determined by GEOID03.
 JC1438
 JC1438;                    North         East     Units Scale Factor Converg.
 JC1438;SPC MO E     -   338,192.398   175,532.865   MT  1.00000159   -0 32 19.3
 JC1438;UTM  15      - 4,304,473.535   642,414.362   MT  0.99984975   +1 01 50.4
 JC1438
 JC1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1438!SPC MO E     -   0.99996214  x   1.00000159  =   0.99996373
 JC1438!UTM  15      -   0.99996214  x   0.99984975  =   0.99981190
 JC1438
 JC1438|---------------------------------------------------------------------|
 JC1438| PID    Reference Object                     Distance      Geod. Az  |
 JC1438|                                                           dddmmss.s |
 JC1438| CN6424 HIGH RM 1                            74.612 METERS 19306     |
 JC1438| JC1446 NEW FLORENCE MUN TANK               APPROX. 8.4 KM 2932738.6 |
 JC1438| CN6425 HIGH RM 2                           129.403 METERS 35354     |
 JC1438|---------------------------------------------------------------------|
 JC1438
 JC1438                          SUPERSEDED SURVEY CONTROL
 JC1438
 JC1438  NAD 83(1997)-  38 52 39.33012(N)    091 21 29.55382(W) AD(       ) 2
 JC1438  NAD 83(1986)-  38 52 39.34047(N)    091 21 29.55310(W) AD(       ) 2
 JC1438  NAD 27      -  38 52 39.18822(N)    091 21 28.97950(W) AD(       ) 2
 JC1438  NGVD 29 (07/19/86)  273.3    (m)          897.     (f) VERT ANG       
 JC1438
 JC1438.Superseded values are not recommended for survey control.
 JC1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1438.See file dsdata.txt to determine how the superseded data were derived.
 JC1438
 JC1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD4241404474(NAD 83)
 JC1438_MARKER: DD = SURVEY DISK
 JC1438_SETTING: 0 = UNSPECIFIED SETTING
 JC1438
 JC1438  HISTORY     - Date     Condition        Report By
 JC1438  HISTORY     - 1970     MONUMENTED       USGS
 JC1438
 JC1438                          STATION DESCRIPTION
 JC1438
 JC1438'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1438'THE STATION IS LOCATED ABOUT 1.25 MI E. OF HIGH HILL, IN THE
 JC1438'SW. QUARTER OF THE SW. QUARTER OF SEC. 34, T. 48 N., R. 4 W., IN
 JC1438'THE W. EDGE OF A CULTIVATED FIELD, ON LAND OWNED BY MR. STEVE SMITH
 JC1438'WHO LIVES IN MONTGOMERY CITY.
 JC1438'
 JC1438'TO REACH THE STATION FROM THE POST OFFICE AT HIGH HILL, DRIVE
 JC1438'E. ON THE MAIN STREET FOR 0.2 MI TO THE JCT. OF CO. HWY. F, TURN
 JC1438'LEFT AND DRIVE N. ON CO. HWY. F. FOR 0.2 MI TO THE JCT. OF A GRAVEL
 JC1438'RD. LEADING E., TURN RIGHT AND DRIVE E. ON GRAVEL RD. FOR 0.5 MI
 JC1438'TO A GRAVEL CROSSROADS, CONTINUE E. ON GRAVEL RD. FOR 0.5 MI TO
 JC1438'ANOTHER GRAVEL CROSSROADS, TURN RIGHT AND DRIVE S. FOR 0.1 MI TO
 JC1438'ANOTHER STATION ON THE LEFT.
 JC1438'
 JC1438'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HIGH
 JC1438'1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN THE
 JC1438'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  REFERENCE MARKS
 JC1438'ARE FLUSH WITH GROUND.  STATION MARK IS 14 IN. BELOW GROUND.
 JC1438'
 JC1438'STATION MARK IS 404 FT S.-SE. OF THE CENTER OF THE CROSSROADS,
 JC1438'24 FT E. OF THE CENTER OF THE GRAVEL RD. AND 3.8 FT E. OF A METAL
 JC1438'WITNESS POST.
 JC1438'
 JC1438'REFERENCE MARK 1 IS 244.79 FT. (74.612 M.) S.-SW. OF STATION, 26
 JC1438'FT W. OF THE CENTER OF THE GRAVEL RD. AND 4.1 FT E. OF A POWER
 JC1438'LINE POLE.
 JC1438'
 JC1438'REFERENCE MARK 2 IS 424.55 FT (129.403 M.) N.-NW. OF THE STATION,
 JC1438'31 FT W. OF THE CENTER OF THE N.-S. RD., 17 FT N. OF THE CENTER
 JC1438'OF THE E.-W. RD. AND 9.3 FT W. OF THE SE. FENCE COR. OF A FARMHOUSE
 JC1438'YARD.
 JC1438'
 JC1438'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 660.46
 JC1438'FT. (201.308 M.
 JC1438'
 JC1438'THE MUNICIPAL WATER TANK IN NEW FLORENCE WAS INTERSECTED FOR USE
 JC1438'AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0357 ***********************************************************************
 KD0357  DESIGNATION -  HIGH HILL
 KD0357  PID         -  KD0357
 KD0357  STATE/COUNTY-  MO/SALINE
 KD0357  USGS QUAD   -  NEW FRANKFORT (1979)
 KD0357
 KD0357                         *CURRENT SURVEY CONTROL
 KD0357  ___________________________________________________________________
 KD0357* NAD 83(1986)-  39 18 20.     (N)    093 03 31.     (W)     SCALED    
 KD0357* NAVD 88     -       259.608  (meters)     851.73   (feet)  ADJUSTED  
 KD0357  ___________________________________________________________________
 KD0357  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KD0357  DYNAMIC HT  -         259.452 (meters)     851.22  (feet)  COMP
 KD0357  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 KD0357
 KD0357  VERT ORDER  -  FIRST     CLASS II
 KD0357
 KD0357.The horizontal coordinates were scaled from a topographic map and have
 KD0357.an estimated accuracy of +/- 6 seconds.
 KD0357
 KD0357.The orthometric height was determined by differential leveling
 KD0357.and adjusted by the National Geodetic Survey in June 1991..
 KD0357
 KD0357.The geoid height was determined by GEOID03.
 KD0357
 KD0357.The dynamic height is computed by dividing the NAVD 88
 KD0357.geopotential number by the normal gravity value computed on the
 KD0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0357.degrees latitude (g = 980.6199 gals.).
 KD0357
 KD0357.The modeled gravity was interpolated from observed gravity values.
 KD0357
 KD0357;                    North         East    Units  Estimated Accuracy
 KD0357;SPC MO C     -   385,500.      451,820.      MT  (+/- 180 meters Scaled)
 KD0357
 KD0357                          SUPERSEDED SURVEY CONTROL
 KD0357
 KD0357  NGVD 29 (??/??/92)  259.584  (m)          851.65   (f) ADJ UNCH    1 2
 KD0357
 KD0357.Superseded values are not recommended for survey control.
 KD0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0357.See file dsdata.txt to determine how the superseded data were derived.
 KD0357
 KD0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD949506(NAD 83)
 KD0357_MARKER: DS = TRIANGULATION STATION DISK
 KD0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0357_STAMPING: HIGH HILL 1880 1928
 KD0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0357+STABILITY: SURFACE MOTION
 KD0357
 KD0357  HISTORY     - Date     Condition        Report By
 KD0357  HISTORY     - 1928     MONUMENTED       MORC
 KD0357  HISTORY     - 1935     GOOD             CGS
 KD0357  HISTORY     - 1948     GOOD             CGS
 KD0357  HISTORY     - 1948     GOOD             NGS
 KD0357  HISTORY     - 1949     GOOD             CGS
 KD0357  HISTORY     - 1963     GOOD             CGS
 KD0357  HISTORY     - 1972     POOR             USE
 KD0357  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KD0357
 KD0357                          STATION DESCRIPTION
 KD0357
 KD0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD0357'STATION WAS FOUND AS DESCRIBED 1/2 MILE S AND 3/4 MILE E OF
 KD0357'PROSPECT CHURCH, 80 FEET SSW OF SW CORNER OF BARN AND 36 FEET
 KD0357'SSE OF SE CORNER OF GARAGE ON N SIDE OF ROAD, IN GOOD CONDITION.
 KD0357'
 KD0357'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION, 105 FEET SW OF
 KD0357'NW CORNER OF CEMETERY, 70 FEET SW OF S GATEPOST AT CEMETERY
 KD0357'ENTRANCE AND 25 FEET S OF N GATEPOST ON W SIDE OF ROAD AT
 KD0357'CORNER.
 KD0357'
 KD0357'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION, 8 FEET SE OF SE
 KD0357'CORNER POST IN MRS. SINGLETONS HOUSE YARD, 2-1/2 FEET SE OF
 KD0357'18-INCH POPLAR TREE WHICH IS 5 FEET S OF SAME CORNER POST AND
 KD0357'48 FEET E OF SIMILAR TREE.
 KD0357
 KD0357                          STATION RECOVERY (1948)
 KD0357
 KD0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD0357'THE STATION WAS RECOVERED AS DESCRIBED BY E.O.H. IN 1928.  THE
 KD0357'STATION MARK AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  R.M. NO.
 KD0357'1 HAS BEEN DESTROYED BY ROAD GRADING.  A NEW REFERENCE MARK (NO.3),
 KD0357'AND AN AZIMUTH MARK WERE ESTABLISHED.  THE DISTANCE AND DIRECTION
 KD0357'TO R.M. NO. 2 WAS CHECKED AND FOUND TO BE CORRECT.  A COMPLETE
 KD0357'NEW DESCRIPTION FOLLOWS.
 KD0357'
 KD0357'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF SLATER, ABOUT 1
 KD0357'MILE SOUTHWEST OF THE MISSOURI RIVER, ON PROPERTY OWNED AND
 KD0357'OCCUPIED BY MRS. SAM GILLAM.  IT IS ACROSS THE ROAD (SOUTH)
 KD0357'FROM A LARGE BARN, 21 FEET SOUTH OF THE CENTERLINE OF A GRAVELLED
 KD0357'ROAD, AND 1 FOOT SOUTH OF A FENCELINE.  THE DISK IS STAMPED
 KD0357'HIGH HILL 1880 1928 AND PROJECTS 2 INCHES.  THE
 KD0357'UNDERGROUND MARK IS A COPPER BOLT SET IN CONCRETE.
 KD0357'
 KD0357'REFERENCE MARK NO. 2 IS 129.18 FEET WEST-NORTHWEST OF THE STATION,
 KD0357'21 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH WEST
 KD0357'OF A FENCELINE, AND 3 FEET SOUTHEAST OF A COTTONWOOD TREE.  THE
 KD0357'DISK IS STAMPED HIGH HILL 1928 AND PROJECTS 2 INCHES.
 KD0357'
 KD0357'REFERENCE MARK NO. 3 IS 120.12 FEET NORTHEAST OF THE STATION,
 KD0357'53 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT NORTH
 KD0357'OF A FENCE CORNER.  THE DISK IS STAMPED HIGH HILL NO 3 1928
 KD0357'RESET 1948 AND PROJECTS 6 INCHES.
 KD0357'
 KD0357'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTH OF THE STATION, 53
 KD0357'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 35 FEET WEST
 KD0357'OF A FENCE CORNER, 18 FEET NORTH OF THE CENTERLINE OF A FARM
 KD0357'DRIVEWAY, 12 FEET EAST OF AN 8 INCH ASH TREE, AND 6 INCHES SOUTH
 KD0357'OF A FENCELINE.  THE DISK IS STAMPED HIGH MILL 1948 AND PROJECTS
 KD0357'8 INCHES.
 KD0357'
 KD0357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 240
 KD0357'AND COUNTY ROUTE C AT THE SOUTHWEST EDGE OF SLATER, GO NORTH ON
 KD0357'ROUTE C FOR 1.1 MILES TO A FORK.  TAKE THE RIGHT FORK (STRAIGHT
 KD0357'AHEAD) AND GO NORTH FOR 1.6 MILES TO A T INTERSECTION.  TURN
 KD0357'LEFT AND GO WEST FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 KD0357'AND GO NORTH FOR 1.85 MILES TO A T INTERSECTION.  TURN RIGHT
 KD0357'AND GO EAST FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 KD0357'AND GO NORTH FOR 0.85 MILE TO THE AZIMUTH MARK ON THE LEFT
 KD0357'AS DESCRIBED.  CONTINUE NORTH FOR 0.65 MILE TO A FORK.  TAKE
 KD0357'THE LEFT FORK AND GO 0.05 MILE TO THE STATION ON THE LEFT.
 KD0357'
 KD0357'AN 87 FOOT SIGNAL AT GRAND IS VISIBLE FROM THE GROUND.
 KD0357'
 KD0357'AN 87 FOOT SIGNAL AT PITTMAN 1928 IS VISIBLE FROM THE GROUND.
 KD0357'
 KD0357'A 74 FOOT SIGNAL AT PALMER IS VISIBLE FROM THE GROUND.
 KD0357'
 KD0357'A 74 FOOT SIGNAL AT MUSSEL IS VISIBLE AT 37 FEET.
 KD0357'
 KD0357'AN 87 FOOT SIGNAL AT KEYTESVILLE IS VISIBLE AT 37 FEET.
 KD0357'
 KD0357'A 4 FOOT SIGNAL AT BLUFF ROCK (MO.RC) IS VISIBLE FROM THE GROUND.
 KD0357'
 KD0357'A 74 FOOT SIGNAL AT SALEM IS VISIBLE AT 20 FEET.
 KD0357'
 KD0357'A 4 FOOT SIGNAL AT CAMBRIDGE (MO.RC) IS VISIBLE AT 20 FEET.
 KD0357'
 KD0357'HEIGHT OF TOWER-64 FEET.
 KD0357
 KD0357                          STATION RECOVERY (1948)
 KD0357
 KD0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 KD0357'11 MI E FROM MIAMI.
 KD0357'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0357'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE,
 KD0357'1.0 MILE EAST, 0.05 MILE SOUTH, 5.8 MILES EAST, 0.5 MILE SOUTH,
 KD0357'0.7 MILE EAST, 0.45 MILE SOUTH, 0.7 MILE EAST, 1.0 MILE SOUTH
 KD0357'AND 0.7 MILE EAST ALONG DIRT ROADS, ON LAND OWNED BY RAY GILLAM
 KD0357'WHO LIVES 0.5 MILE SOUTH OF THE TRIANGULATION STATION, ON THE
 KD0357'HIGHEST POINT OF THE BLUFF OVERLOOKING THE MISSOURI RIVER,
 KD0357'OPPOSITE MRS. EVA SINGLETONS BARN WHICH IS ON THE NORTH SIDE OF
 KD0357'THE ROAD, 0.05 MILE NORTHWEST OF THE HIGH HILL CEMETERY, 21.0 FEET
 KD0357'SOUTH OF THE CENTER LINE OF THE ROAD, 190.0 FEET SOUTHEAST OF
 KD0357'THE SOUTHEAST CORNER OF THE HOME OF MRS. EVA SINGLETON, 45.0
 KD0357'FEET SOUTH OF THE SOUTHEAST CORNER OF A GARAGE, 1.0 FOOT SOUTH
 KD0357'OF A FENCE, 2.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 KD0357'OF A CONCRETE POST FLUSH WITH THE GROUND.
 KD0357
 KD0357                          STATION RECOVERY (1949)
 KD0357
 KD0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD0357'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN
 KD0357'GOOD CONDITION.  THE 1948 DESCRIPTION BY M.E.W. IS ADEQUATE,
 KD0357'EXCEPT THE DIRECTION TO REFERENCE MARK NO. 3 DID NOT CHECK WITH
 KD0357'THE 1948, AND SOME CHANGES WERE MADE IN DESCRIBING THIS MARK.
 KD0357'
 KD0357'REFERENCE MARK NO. 3 IS NORTHEAST OF THE STATION, 52 FEET
 KD0357'NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD AT CENTER OF
 KD0357'CURVE AND 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF THE BARN LOT.
 KD0357'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HIGH HILL
 KD0357'NO 3 1928 RESET 1948.
 KD0357'
 KD0357'OBSERVATIONS TAKEN FROM A 77 FOOT TOWER.
 KD0357'
 KD0357'SURFACE, AZIMUTH AND REFERENCE MARKS ARE AS DESCRIBED.
 KD0357'THE UNDERGROUND MARK IS A COPPER BOLT
 KD0357'SET IN CONCRETE.
 KD0357
 KD0357                          STATION RECOVERY (1963)
 KD0357
 KD0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KD0357'THIS STATION WAS RECOVERED AS DESCRIBED IN 1948 BY M.E.W.
 KD0357'AND ALL MARKS WERE FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH
 KD0357'MARK WHICH HAD BEEN DESTROYED.  A NEW AZIMUTH MARK WAS SET.
 KD0357'THERE ARE SEVERAL CHANGES IN LOCAL REFERENCE MEASUREMENTS, SO A
 KD0357'COMPLETE DESCRIPTION FOLLOWS.
 KD0357'
 KD0357'STATION IS LOCATED ABOUT 6 MILES NORTH OF SLATER, 5 AND 1/2
 KD0357'MILES NORTH-NORTHWEST OF GILLIAM, AND 1 MILE SOUTHWEST OF THE
 KD0357'MISSOURI RIVER ON THE NORTHEAST SHOULDER OF ROCK COUNTY ROAD
 KD0357'AB AT A CURVE, 189 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 KD0357'SAM GILLIAMS HOUSE, 138 FEET EAST OF THE CENTER OF DRIVEWAY TO
 KD0357'HOUSE, 134.5 FEET EAST-SOUTHEAST OF A SOUTHWEST FENCE CORNER,
 KD0357'99 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WELL BOX, 80
 KD0357'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF BARN, 63 FEET
 KD0357'SOUTHWEST OF THE SOUTHWEST CORNER OF LOADING CHUTE, 44.5 FEET
 KD0357'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHED, 43
 KD0357'FEET SOUTH OF A BOARD FENCE AROUND BARNYARD, AND 15 FEET
 KD0357'NORTH-NORTHEAST OF THE CENTER OF ROCK ROAD (COUNTY ROAD
 KD0357'AB), AND ON THE NORTH SHOULDER OF ROAD.  THE MARK IS FLUSH
 KD0357'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HIGH
 KD0357'HILL 1880 1928.  THE UNDERGROUND MARK IS A COPPER
 KD0357'BOLT SET IN CONCRETE.
 KD0357'
 KD0357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 240
 KD0357'AND COUNTY ROAD C IN THE SOUTHWEST EDGE OF SLATER, GO NORTH
 KD0357'ON COUNTY ROAD C FOR 1.1 MILES TO THE JUNCTION OF COUNTY ROAD
 KD0357'O.  TAKE COUNTY ROAD O STRAIGHT AHEAD NORTH FOR 3.6 MILES TO A
 KD0357'T-INTERSECTION WHERE COUNTY ROAD O GOES WEST.  TURN RIGHT AND
 KD0357'GO EAST ON ROCK ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN
 KD0357'LEFT AND GO NORTH FOR 0.85 MILE TO A GATE ON THE LEFT AND THE
 KD0357'AZIMUTH MARK AS DESCRIBED.  CONTINUE NORTH ON ROCK ROAD FOR
 KD0357'0.65 MILE TO FORKS.  TAKE LEFT FORK FOR 0.05 MILE TO TOP
 KD0357'OF GRADE AT CURVE AND THE STATION AS DESCRIBED.
 KD0357'
 KD0357'REFERENCE MARK NO. 2 IS 87 FEET SOUTHEAST OF THE SOUTHWEST
 KD0357'CORNER OF HOUSE, 28 FEET NORTH OF THE CENTER OF ROCK ROAD,
 KD0357'14 FEET EAST OF THE CENTER OF DRIVEWAY TO HOUSE, AND 9 FEET
 KD0357'SOUTH-SOUTHEAST OF A SOUTHWEST FENCE CORNER.  THE MARK IS
 KD0357'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KD0357'HIGH HILL 1928.
 KD0357'
 KD0357'REFERENCE MARK NO. 3 IS 90 FEET NORTHEAST OF THE CENTER OF
 KD0357'CURVE OF ROCK ROAD, 5.5 FEET NORTHEAST OF A SOUTHEAST FENCE
 KD0357'CORNER AROUND BARNYARD, AND 5 FEET EAST OF FENCE.  THE MARK
 KD0357'PROJECTS 12 INCHES AND THE DISK IS STAMPED HIGH HILL NO 3
 KD0357'1928 RESET 1948.
 KD0357'
 KD0357'AZIMUTH MARK (RESET) IS 0.7 MILE SOUTH OF THE STATION, 100 YARDS
 KD0357'EAST OF A TILE SILO, 30 FEET WEST OF A ROCK ROAD CENTERLINE,
 KD0357'12 FEET SOUTH OF THE CENTER OF DRIVEWAY TO ABANDONED FARM
 KD0357'BUILDINGS, 2 FEET SOUTH OF SOUTH GATE POST, 1 FOOT EAST OF FENCE,
 KD0357'AND 1 FOOT NORTH OF STEEL WITNESS POST.  THE MARK PROJECTS
 KD0357'2 INCHES AND THE DISK IS STAMPED HIGH HILL 1928 RESET 1963.
 KD0357'
 KD0357'BENCH MARK S 214 1948 IS ABOUT 0.55 MILE SOUTH OF THE STATION
 KD0357'AND 0.15 MILE NORTH OF THE AZIMUTH MARK AT A T-INTERSECTION
 KD0357'AND ALONG THE WEST SIDE OF NORTH-SOUTH ROAD.
 KD0357'
 KD0357'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD0357
 KD0357                          STATION RECOVERY (1972)
 KD0357
 KD0357'RECOVERY NOTE BY US ENGINEERS 1972 (RJW)
 KD0357'CAP IS GONE CONC. IS CRACKED.
 KD0357'
 KD0357'DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES EAST OF MIAMI
 KD0357'MO.
 KD0357
 KD0357                          STATION RECOVERY (1972)
 KD0357
 KD0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KD0357'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 KD0357'GOOD CONDITION.  THE STEM OF THE SURFACE STATION DISK WAS RECOVERED
 KD0357'AND THE MARK WAS IN POOR CONDITION.  BEING THE DISTANCE FROM THE
 KD0357'REMAINING STEM OF THE STATION DISK TO REFERENCE MARK 2 DID NOT
 KD0357'CHECK THE PREVIOUS DISTANCE, THE SURFACE MARK WAS DUG OUT AND THE
 KD0357'SUB-SURFACE MARK WAS RECOVERED AND FOUND TO BE A TRIANGLE
 KD0357'CHISELED IN ROCK.  THE DISTANCE FROM THE CENTER OF THE CHISELED
 KD0357'TRIANGLE TO REFERENCE MARK 2 CHECKED THE PREVIOUS.  THE STEM
 KD0357'OF THE SURFACE DISK WAS FOUND TO BE .159 METERS NORTHWEST OF THE
 KD0357'UNDERGROUND MARK.  A STANDARD STATION DISK WAS CEMENTED IN A
 KD0357'DRILL HOLE IN THE CENTER OF THE CHISELED TRIANGLE AND STAMPED HIG
 KD0357'HILL 1928 1972.  REFERENCE MARK 4 WAS ESTABLISHED BEING
 KD0357'REFERENCE MARK 3 HAD BEEN DESTROYED BY PREVIOUS ROAD CONSTRUCTION
 KD0357'REFERENCE MARK 2 WAS OCCUPIED FOR FUTURE AID IN RECOVERY OF THE
 KD0357'STATION MARK.
 KD0357'
 KD0357'DUE TO SEVERAL CHANGES IN THE AREA, A NEW COMPLETE DESCRIPTION
 KD0357'FOLLOWS--
 KD0357'
 KD0357'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF SLATER, 5-1/2 MILES
 KD0357'NORTH-NORTHWEST OF GILLIAM AND 1 MILE SOUTHWEST OF THE MISSOURI
 KD0357'RIVER, ON THE NORTH SHOULDER OF COUNTY ROAD F THAT JOINS THE J.R.
 KD0357'MURDOCK FARM YARD.
 KD0357'
 KD0357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 240 AND
 KD0357'COUNTY ROAD C AT THE SOUTHWEST EDGE OF SLATER, GO NORTH ON ROAD C
 KD0357'FOR 1.1 MILES TO A FORK.  TAKE THE RIGHT FORK, COUNTY ROAD 0 AND O
 KD0357'NORTH FOR 3.6 MILES TO A T-INTERSECTION WHERE ROAD 0 GOES WEST.
 KD0357'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.7 MILE TO A
 KD0357'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 KD0357'FOR 0.85 MILE TO A GATE, AN OLD SILO AND THE AZIMUTH MARK ON THE
 KD0357'LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.35 MILE TO THE
 KD0357'JUNCTION OF COUNTY ROAD F.  CONTINUE NORTH AND WEST ON ROAD F
 KD0357'FOR 0.4 MILE TO THE MURDOCK FARM AND THE STATION ON THE RIGHT.
 KD0357'
 KD0357'THE STATION MARK IS 155 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 KD0357'THE MURDOCK HOUSE, 138 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 KD0357'DRIVEWAY, 64 FEET SOUTHWEST OF THE CENTER OF THE CATTLE LOADING
 KD0357'CHUTE, 43 FEET SOUTH OF THE WEST END OF A BOARD FENCE AND 16 FEET
 KD0357'NORTH OF THE CENTER OF ROAD F.  THE MARK IS 6 INCHES BELOW THE
 KD0357'GROUND SURFACE AND HAS MORC STAMPED ON THE DISK ALSO.
 KD0357'
 KD0357'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HIGH HILL NO 2 1928, ET
 KD0357'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WIH
 KD0357'THE GROUND SURFACE.  IT IS 59 FEET WEST-SOUTHWEST OF A CORNER FENE
 KD0357'POST, 45.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KD0357'HOUSE, 31 FEET NORTH OF THE CENTER OF ROAD F, 12 FEET EAST OF THE
 KD0357'CENTER OF THE DRIVEWAY AND 8 FEET NORTH OF THE EAST END OF A META
 KD0357'CULVER UNDER THE DRIVEWAY.
 KD0357'
 KD0357'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HIGH HILL MORC NO 4 128
 KD0357'1972, CEMENTED IN A DRILL HOLE IN THE CONCRETE SLAB AT THE SOUTH
 KD0357'SIDE OF THE BARN.  IT IS 2.5 FEET WEST OF THE EAST EDGE OF THE
 KD0357'CONCRETE SLAB AND 1 FOOT SOUTH OF SOUTH PLANE OF THE BARN.
 KD0357'
 KD0357'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIGH HILL 1928 RESET
 KD0357'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT I
 KD0357'FLUSH WITH THE GROUND SURFACE.  IT IS 30 FEET WEST OF THE CENTER F
 KD0357'THE GRAVELED ROAD, 2 FEET SOUTH OF THE SOUTH END GATE POST, 1 FOO
 KD0357'EAST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KD0357'
 KD0357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH O
 KD0357'SLATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1346 ***********************************************************************
 KD1346  DESIGNATION -  HIGH HILL RESET
 KD1346  PID         -  KD1346
 KD1346  STATE/COUNTY-  MO/SALINE
 KD1346  USGS QUAD   -  NEW FRANKFORT (1979)
 KD1346
 KD1346                         *CURRENT SURVEY CONTROL
 KD1346  ___________________________________________________________________
 KD1346* NAD 83(1997)-  39 18 20.01381(N)    093 03 31.42070(W)     ADJUSTED  
 KD1346* NAVD 88     -       258.6    (meters)     848.     (feet)  VERTCON   
 KD1346  ___________________________________________________________________
 KD1346  X           -    -263,707.224 (meters)                     COMP
 KD1346  Y           -  -4,935,043.193 (meters)                     COMP
 KD1346  Z           -   4,018,766.110 (meters)                     COMP
 KD1346  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 KD1346  ELLIP HEIGHT-         226.12  (meters)          (02/17/00) GPS OBS
 KD1346  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KD1346
 KD1346  HORZ ORDER  -  FIRST
 KD1346  ELLP ORDER  -  FOURTH    CLASS I
 KD1346
 KD1346.The horizontal coordinates were established by classical geodetic methods
 KD1346.and adjusted by the National Geodetic Survey in February 2000..
 KD1346
 KD1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1346
 KD1346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1346
 KD1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1346
 KD1346.The ellipsoidal height was determined by GPS observations
 KD1346.and is referenced to NAD 83.
 KD1346
 KD1346.The geoid height was determined by GEOID03.
 KD1346
 KD1346;                    North         East     Units Scale Factor Converg.
 KD1346;SPC MO C     -   385,500.085   451,811.330   MT  0.99996191   -0 21 14.2
 KD1346;UTM  15      - 4,350,687.372   494,936.587   MT  0.99960032   -0 02 13.9
 KD1346
 KD1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1346!SPC MO C     -   0.99996453  x   0.99996191  =   0.99992644
 KD1346!UTM  15      -   0.99996453  x   0.99960032  =   0.99956486
 KD1346
 KD1346:                Primary Azimuth Mark                     Grid Az
 KD1346:SPC MO C     -  KEYTESVILLE CHARITON CO CTHSE            035 55 36.3
 KD1346:UTM  15      -  KEYTESVILLE CHARITON CO CTHSE            035 36 36.0
 KD1346
 KD1346|---------------------------------------------------------------------|
 KD1346| PID    Reference Object                     Distance      Geod. Az  |
 KD1346|                                                           dddmmss.s |
 KD1346| KD1109 KEYTESVILLE CHARITON CO CTHSE       APPROX.17.4 KM 0353422.1 |
 KD1346| KD1108 KEYTESVILLE MUNICIPAL TANK          APPROX.17.8 KM 0353729.2 |
 KD1346| CL9534 HIGH HILL RM 4                                     03617     |
 KD1346| KD0356 HIGH HILL RM 3 RESET                 36.613 METERS 08029     |
 KD1346| KD0355 HIGH HILL RM 1                                     13936     |
 KD1346| CL9533 HIGH HILL AZ MK RESET                              1774356.0 |
 KD1346| CL9532 HIGH HILL AZ MK                                    1780257.5 |
 KD1346| KD1196 SLATER CITY WATER TANK              APPROX. 9.5 KM 1790805.1 |
 KD1346| KD1195 SLATER MILL AND ELEV CO STK         APPROX. 9.7 KM 1814151.7 |
 KD1346| KD1203 MARSHALL CO COURTHOUSE DOME         APPROX.23.7 KM 2101113.0 |
 KD1346| KD0358 HIGH HILL RM 2                       39.374 METERS 29020     |
 KD1346| KD1191 BRUNSWICK ELEMEN SCH BELFRY         APPROX.14.8 KM 3345805.6 |
 KD1346| KD1190 BRUNSWICK MUNICIPAL TANK            APPROX.15.0 KM 3360458.0 |
 KD1346|---------------------------------------------------------------------|
 KD1346
 KD1346                          SUPERSEDED SURVEY CONTROL
 KD1346
 KD1346  NAD 83(1986)-  39 18 20.01789(N)    093 03 31.42444(W) AD(       ) 1
 KD1346  NAD 27      -  39 18 19.92420(N)    093 03 30.71770(W) AD(       ) 1
 KD1346  NGVD 29 (10/04/91)  258.6    (m)          848.     (f) GPS OBS        
 KD1346
 KD1346.Superseded values are not recommended for survey control.
 KD1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1346.See file dsdata.txt to determine how the superseded data were derived.
 KD1346
 KD1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD9493750687(NAD 83)
 KD1346_MARKER: DS = TRIANGULATION STATION DISK
 KD1346_SETTING: 80 = SET IN A BOULDER
 KD1346_SP_SET: BOULDER
 KD1346_STAMPING: HIGH HILL 1928 1972
 KD1346_MARK LOGO: NGS   
 KD1346_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1346+STABILITY: SURFACE MOTION
 KD1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1346+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1991
 KD1346
 KD1346  HISTORY     - Date     Condition        Report By
 KD1346  HISTORY     - 1972     MONUMENTED       NGS
 KD1346  HISTORY     - 1972     POOR             USE
 KD1346  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KD1346  HISTORY     - 19910423 GOOD             NGS
 KD1346
 KD1346                          STATION DESCRIPTION
 KD1346
 KD1346'DESCRIBED BY US ENGINEERS 1972 (RJW)
 KD1346'CAP IS GONE CONC. IS CRACKED.
 KD1346'
 KD1346'DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES EAST OF MIAMI
 KD1346'MO.
 KD1346
 KD1346                          STATION RECOVERY (1972)
 KD1346
 KD1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KD1346'THE AZIMUTH MARK AND REFRENCE MARK 2 WERE RECOVERED AND FOUND IN
 KD1346'GOOD CONDITION.  THE STEM OF THE SURFACE STATION DISK WAS RECOVERED
 KD1346'AND THE MARK WAS IN POOR CONDITION.  BEING THE DISTANCE FROM THE
 KD1346'REMAINING STEM OF THE STATION DISK TO REFERENCE MARK 2 DID NOT
 KD1346'CHECK THE PREVIOUS DISTANCE, THE SURFACE MARK WAS DUG OUT AND THE
 KD1346'SUB-SURFACE MARK WAS RECOVERED AND FOUND TO BE A TRIANGLE
 KD1346'CHISELED IN ROCK.  THE DISTANCE FROM THE CENTER OF THE CHISELED
 KD1346'TRIANGLE TO REFERENCE MARK 2 CHECKED THE PREVIOUS.  THE STEM
 KD1346'OF THE SURFACE DISK WAS FOUND TO BE .159 METERS NORTHWEST OF THE
 KD1346'UNDERGROUND MARK.  A STANDARD STATION DISK WAS CEMENTED IN A
 KD1346'DRILL HOLE IN THE CENTER OF THE CHISELED TRIANGLE AND STAMPED HIGH
 KD1346'HILL 1928 1972.  REFERENCE MARK 4 WAS ESTABLISHED BEING
 KD1346'REFERENCE MARK 3 HAD BEEN DESTROYED BY PREVIOUS ROAD CONSTRUCTION.
 KD1346'REFERENCE MARK 2 WAS OCCUPIED FOR FUTURE AID IN RECOVERY OF THE
 KD1346'STATION MARK.
 KD1346'
 KD1346'DUE TO SEVERAL CHANGES IN THE AREA, A NEW COMPLETE DESCRIPTION
 KD1346'FOLLOWS--
 KD1346'
 KD1346'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF SLATER, 5-1/2 MILES
 KD1346'NORTH-NORTHWEST OF GILLIAM AND 1 MILE SOUTHWEST OF THE MISSOURI
 KD1346'RIVER, ON THE NORTH SHOULDER OF COUNTY ROAD F THAT JOINS THE J.R.
 KD1346'MURDOCK FARM YARD.
 KD1346'
 KD1346'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 240 AND
 KD1346'COUNTY ROAD C AT THE SOUTHWEST EDGE OF SLATER, GO NORTH ON ROAD C
 KD1346'FOR 1.1 MILES TO A FORK.  TAKE THE RIGHT FORK, COUNTY ROAD 0 AND GO
 KD1346'NORTH FOR 3.6 MILES TO A T-INTERSECTION WHERE ROAD 0 GOES WEST.
 KD1346'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.7 MILE TO A
 KD1346'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 KD1346'FOR 0.85 MILE TO A GATE, AN OLD SILO AND THE AZIMUTH MARK ON THE
 KD1346'LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.35 MILE TO THE
 KD1346'JUNCTION OF COUNTY ROAD F.  CONTINUE NORTH AND WEST ON ROAD F
 KD1346'FOR 0.4 MILE TO THE MURDOCK FARM AND THE STATION ON THE RIGHT.
 KD1346'
 KD1346'THE STATION MARK IS 155 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 KD1346'THE MURDOCK HOUSE, 138 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 KD1346'DRIVEWAY, 64 FEET SOUTHWEST OF THE CENTER OF THE CATTLE LOADING
 KD1346'CHUTE, 43 FEET SOUTH OF THE WEST END OF A BOARD FENCE AND 16 FEET
 KD1346'NORTH OF THE CENTER OF ROAD F.  THE MARK IS 6 INCHES BELOW THE
 KD1346'GROUND SURFACE AND HAS MORC STAMPED ON THE DISK ALSO.
 KD1346'
 KD1346'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HIGH HILL NO 2 1928, SET
 KD1346'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 KD1346'THE GROUND SURFACE.  IT IS 59 FEET WEST-SOUTHWEST OF A CORNER FENCE
 KD1346'POST, 45.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KD1346'HOUSE, 31 FEET NORTH OF THE CENTER OF ROAD F, 12 FEET EAST OF THE
 KD1346'CENTER OF THE DRIVEWAY AND 8 FEET NORTH OF THE EAST END OF A METAL
 KD1346'CULVER UNDER THE DRIVEWAY.
 KD1346'
 KD1346'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HIGH HILL MORC NO 4 1928
 KD1346'1972, CEMENTED IN A DRILL HOLE IN THE CONCRETE SLAB AT THE SOUTH
 KD1346'SIDE OF THE BARN.  IT IS 2.5 FEET WEST OF THE EAST EDGE OF THE
 KD1346'CONCRETE SLAB AND 1 FOOT SOUTH OF SOUTH PLANE OF THE BARN.
 KD1346'
 KD1346'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIGH HILL 1928 RESET
 KD1346'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 KD1346'FLUSH WITH THE GROUND SURFACE.  IT IS 30 FEET WEST OF THE CENTER OF
 KD1346'THE GRAVELED ROAD, 2 FEET SOUTH OF THE SOUTH END GATE POST, 1 FOOT
 KD1346'EAST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KD1346'
 KD1346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH OF
 KD1346'SLATER.
 KD1346
 KD1346                          STATION RECOVERY (1991)
 KD1346
 KD1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KD1346'STATION IS LOCATED ABOUT 10 KM (6.2 MI) NORTH OF SLATER, IN THE
 KD1346'SHOULDER OF A PAVED COUNTY ROAD, ON THE OUTSIDE OF A CURVE, AT
 KD1346'ENTRANCE TO A SMALL BARNYARD. OWNERSHIP--STATE OF MISSOURI DEPARTMENT
 KD1346'OF TRANSPORTATION.
 KD1346'TO REACH FROM THE JUNCTION OF STATE ROUTE 240 AND COUNTY ROAD C AT THE
 KD1346'SOUTHWEST CORNER OF SLATER, GO NORTH ON ROAD C FOR 0.32 KM (0.20 MI)
 KD1346'TO ITS JUNCTION WITH COUNTY ROAD O ON THE LEFT.  CONTINUE NORTH ON
 KD1346'ROADS C AND O FOR 1.40 KM (0.87 MI) TO A FORK.  KEEP RIGHT, NORTH, ON
 KD1346'ROAD O FOR 5.66 KM (3.52 MI) TO A FORK WHERE PAVED ROAD BEARS LEFT.
 KD1346'KEEP RIGHT, NORTH, ON GRAVEL ROAD FOR 0.08 KM (0.05 MI) TO A T-ROAD.
 KD1346'TURN RIGHT, EAST, FOR 1.10 KM (0.68 MI) TO A ROAD LEFT. TURN LEFT,
 KD1346'NORTH, ON ROAD 115 FOR 1.70 KM (1.06 MI) TO A REVERSE FORK RIGHT.
 KD1346'CONTINUE NORTH ON PAVED COUNTY ROAD F FOR 0.88 KM (0.55 MI) TO A
 KD1346'GRAVEL ROAD RIGHT AT THE NORTHWEST CORNER OF A CEMETERY AND A CURVE
 KD1346'LEFT.  KEEP LEFT ON PAVED ROAD FOR 0.08 KM (0.05 MI) TO THE STATION
 KD1346'ON THE RIGHT.
 KD1346'STATION IS SET IN A DRILL HOLE IN A PLANTED BOULDER 15 CM BELOW GROUND
 KD1346'IN WHAT IS NOW A ROAD SHOULDER, 4.6 M (15.1 FT) NORTH-NORTHEAST OF
 KD1346'THE ROAD CENTER, 12.9 M (42.3 FT) SOUTH OF A FIBERGLASS WITNESS POST
 KD1346'AT A T-FENCE CORNER, 19.6 M (64.3 FT) SOUTHWEST OF CENTER OF SOUTH
 KD1346'END OF A CATTLE SHUTE, 5.3 M (17.4 FT) WEST OF EXTENDED WEST WALL OF
 KD1346'A SMALL BARN, 17.6 M (57.7 FT) NORTH-NORTHWEST OF A UTILITY POLE
 KD1346'ACROSS ROAD, 35.5 M (116.5 FT) EAST OF EAST END OF METAL DRAINPIPE
 KD1346'UNDER DRIVE TO A HOUSE, AND 47.4 M (155.5 FT) EAST-SOUTHEAST OF
 KD1346'SOUTHEAST CORNER OF ATTACHED GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0355 ***********************************************************************
 KD0355  DESIGNATION -  HIGH HILL RM 1
 KD0355  PID         -  KD0355
 KD0355  STATE/COUNTY-  MO/SALINE
 KD0355  USGS QUAD   -  NEW FRANKFORT (1979)
 KD0355
 KD0355                         *CURRENT SURVEY CONTROL
 KD0355  ___________________________________________________________________
 KD0355* NAD 83(1986)-  39 18 20.     (N)    093 03 31.     (W)     SCALED    
 KD0355* NAVD 88     -       259.084  (meters)     850.01   (feet)  ADJUSTED  
 KD0355  ___________________________________________________________________
 KD0355  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KD0355  DYNAMIC HT  -         258.928 (meters)     849.50  (feet)  COMP
 KD0355  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 KD0355
 KD0355  VERT ORDER  -  FIRST     CLASS II
 KD0355
 KD0355.The horizontal coordinates were scaled from a topographic map and have
 KD0355.an estimated accuracy of +/- 6 seconds.
 KD0355
 KD0355.The orthometric height was determined by differential leveling
 KD0355.and adjusted by the National Geodetic Survey in June 1991..
 KD0355
 KD0355.The geoid height was determined by GEOID03.
 KD0355
 KD0355.The dynamic height is computed by dividing the NAVD 88
 KD0355.geopotential number by the normal gravity value computed on the
 KD0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0355.degrees latitude (g = 980.6199 gals.).
 KD0355
 KD0355.The modeled gravity was interpolated from observed gravity values.
 KD0355
 KD0355;                    North         East    Units  Estimated Accuracy
 KD0355;SPC MO C     -   385,500.      451,820.      MT  (+/- 180 meters Scaled)
 KD0355
 KD0355                          SUPERSEDED SURVEY CONTROL
 KD0355
 KD0355  NGVD 29 (??/??/92)  259.060  (m)          849.93   (f) ADJ UNCH    1 2
 KD0355
 KD0355.Superseded values are not recommended for survey control.
 KD0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0355.See file dsdata.txt to determine how the superseded data were derived.
 KD0355
 KD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD949506(NAD 83)
 KD0355_MARKER: DR = REFERENCE MARK DISK
 KD0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0355_STAMPING: HIGH HILL NO 1 1928
 KD0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0355+STABILITY: SURFACE MOTION
 KD0355
 KD0355  HISTORY     - Date     Condition        Report By
 KD0355  HISTORY     - 1928     MONUMENTED       CGS
 KD0355  HISTORY     - 1948     GOOD             NGS
 KD0355
 KD0355                          STATION DESCRIPTION
 KD0355
 KD0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0355'11 MI E FROM MIAMI.
 KD0355'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0355'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0355'1.0 MILE NORTHEAST, 0.05 MILE SOUTH, 5.8 MILES EAST, 0.5 MILE
 KD0355'SOUTH, 0.7 MILE EAST, 0.45 MILE SOUTH, 0.7 MILE EAST, 1.0 MILE
 KD0355'SOUTH AND 0.7 MILE EAST ALONG DIRT ROADS, 454.0 FEET SOUTHEAST
 KD0355'OF THE TRIANGULATION STATION, ACROSS THE ROAD FROM THE HIGH HILL
 KD0355'CEMETERY, 16.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.4
 KD0355'FOOT EAST OF A FENCE, 2.0 FEET SOUTHEAST OF A REFERENCE POST,
 KD0355'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 KD0355'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0358 ***********************************************************************
 KD0358  DESIGNATION -  HIGH HILL RM 2
 KD0358  PID         -  KD0358
 KD0358  STATE/COUNTY-  MO/SALINE
 KD0358  USGS QUAD   -  NEW FRANKFORT (1979)
 KD0358
 KD0358                         *CURRENT SURVEY CONTROL
 KD0358  ___________________________________________________________________
 KD0358* NAD 83(1986)-  39 18 19.     (N)    093 03 30.     (W)     SCALED    
 KD0358* NAVD 88     -       258.036  (meters)     846.57   (feet)  ADJUSTED  
 KD0358  ___________________________________________________________________
 KD0358  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KD0358  DYNAMIC HT  -         257.881 (meters)     846.06  (feet)  COMP
 KD0358  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 KD0358
 KD0358  VERT ORDER  -  FIRST     CLASS II
 KD0358
 KD0358.The horizontal coordinates were scaled from a topographic map and have
 KD0358.an estimated accuracy of +/- 6 seconds.
 KD0358
 KD0358.The orthometric height was determined by differential leveling
 KD0358.and adjusted by the National Geodetic Survey in June 1991..
 KD0358
 KD0358.The geoid height was determined by GEOID03.
 KD0358
 KD0358.The dynamic height is computed by dividing the NAVD 88
 KD0358.geopotential number by the normal gravity value computed on the
 KD0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0358.degrees latitude (g = 980.6199 gals.).
 KD0358
 KD0358.The modeled gravity was interpolated from observed gravity values.
 KD0358
 KD0358;                    North         East    Units  Estimated Accuracy
 KD0358;SPC MO C     -   385,470.      451,850.      MT  (+/- 180 meters Scaled)
 KD0358
 KD0358                          SUPERSEDED SURVEY CONTROL
 KD0358
 KD0358  NGVD 29 (??/??/92)  258.012  (m)          846.49   (f) ADJ UNCH    1 2
 KD0358
 KD0358.Superseded values are not recommended for survey control.
 KD0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0358.See file dsdata.txt to determine how the superseded data were derived.
 KD0358
 KD0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD949506(NAD 83)
 KD0358_MARKER: DR = REFERENCE MARK DISK
 KD0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0358_STAMPING: HIGH HILL NO 2 1928
 KD0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0358+STABILITY: SURFACE MOTION
 KD0358
 KD0358  HISTORY     - Date     Condition        Report By
 KD0358  HISTORY     - 1928     MONUMENTED       CGS
 KD0358  HISTORY     - 1948     GOOD             NGS
 KD0358
 KD0358                          STATION DESCRIPTION
 KD0358
 KD0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0358'11 MI E FROM MIAMI.
 KD0358'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0358'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0358'1.0 MILE NORTHEAST, 0.05 MILE SOUTH, 5.8 MILES EAST, 0.5 MILE
 KD0358'SOUTH, 0.7 MILE EAST, 0.45 MILE SOUTH, 0.7 MILE EAST, 1.0 MILE
 KD0358'SOUTH AND 0.7 MILE EAST ALONG DIRT ROADS, ON THE HIGHEST
 KD0358'POINT OF THE BLUFF OVERLOOKING THE MISSOURI RIVER, 0.05 MILE
 KD0358'NORTHWEST OF HIGH HILL CEMETERY, 128.6 FEET NORTHWEST OF THE
 KD0358'TRIANGULATION STATION, 22.0 FEET NORTH OF THE CENTER LINE OF THE
 KD0358'ROAD, 70.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOME
 KD0358'OF MRS. EVA SINGLETON, 5.3 FEET SOUTH OF A FENCE, 5.0 FEET
 KD0358'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KD0358'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0356 ***********************************************************************
 KD0356  DESIGNATION -  HIGH HILL RM 3 RESET
 KD0356  PID         -  KD0356
 KD0356  STATE/COUNTY-  MO/SALINE
 KD0356  USGS QUAD   -  NEW FRANKFORT (1979)
 KD0356
 KD0356                         *CURRENT SURVEY CONTROL
 KD0356  ___________________________________________________________________
 KD0356* NAD 83(1986)-  39 18 19.     (N)    093 03 31.     (W)     SCALED    
 KD0356* NAVD 88     -       257.494  (meters)     844.79   (feet)  ADJUSTED  
 KD0356  ___________________________________________________________________
 KD0356  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KD0356  DYNAMIC HT  -         257.339 (meters)     844.29  (feet)  COMP
 KD0356  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 KD0356
 KD0356  VERT ORDER  -  FIRST     CLASS II
 KD0356
 KD0356.The horizontal coordinates were scaled from a topographic map and have
 KD0356.an estimated accuracy of +/- 6 seconds.
 KD0356
 KD0356.The orthometric height was determined by differential leveling
 KD0356.and adjusted by the National Geodetic Survey in June 1991..
 KD0356
 KD0356.The geoid height was determined by GEOID03.
 KD0356
 KD0356.The dynamic height is computed by dividing the NAVD 88
 KD0356.geopotential number by the normal gravity value computed on the
 KD0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0356.degrees latitude (g = 980.6199 gals.).
 KD0356
 KD0356.The modeled gravity was interpolated from observed gravity values.
 KD0356
 KD0356;                    North         East    Units  Estimated Accuracy
 KD0356;SPC MO C     -   385,470.      451,820.      MT  (+/- 180 meters Scaled)
 KD0356
 KD0356                          SUPERSEDED SURVEY CONTROL
 KD0356
 KD0356  NGVD 29 (??/??/92)  257.470  (m)          844.72   (f) ADJ UNCH    1 2
 KD0356
 KD0356.Superseded values are not recommended for survey control.
 KD0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0356.See file dsdata.txt to determine how the superseded data were derived.
 KD0356
 KD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD949506(NAD 83)
 KD0356_MARKER: DR = REFERENCE MARK DISK
 KD0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0356_STAMPING: HIGH HILL NO 3 1928 RESET 1948
 KD0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0356+STABILITY: SURFACE MOTION
 KD0356
 KD0356  HISTORY     - Date     Condition        Report By
 KD0356  HISTORY     - 1948     MONUMENTED       CGS
 KD0356
 KD0356                          STATION DESCRIPTION
 KD0356
 KD0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0356'11 MI E FROM MIAMI.
 KD0356'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0356'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0356'1.0 MILE NORTHEAST, 0.05 MILE SOUTH, 5.8 MILES EAST, 0.5 MILE
 KD0356'SOUTH, 0.7 MILE EAST, 0.45 MILE SOUTH, 0.7 MILE EAST, 1.0 MILE
 KD0356'SOUTH AND 0.7 MILE EAST ALONG DIRT ROADS, 120.0 FEET NORTHEAST
 KD0356'OF THE TRIANGULATION STATION, 73.0 FEET SOUTHEAST OF THE
 KD0356'SOUTHEAST CORNER OF A BARN, 52.0 FEET NORTHEAST OF THE CENTER
 KD0356'LINE OF THE ROAD, 1.6 FEET SOUTH OF A FENCE CORNER, 2.4 FEET
 KD0356'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 KD0356'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0830 ***********************************************************************
 GE0830  DESIGNATION -  HIGH LOOKOUT TOWER
 GE0830  PID         -  GE0830
 GE0830  STATE/COUNTY-  MO/SHANNON
 GE0830  USGS QUAD   -  BIRCH TREE (1997)
 GE0830
 GE0830                         *CURRENT SURVEY CONTROL
 GE0830  ___________________________________________________________________
 GE0830* NAD 83(1997)-  36 53 51.95620(N)    091 26 27.39986(W)     ADJUSTED  
 GE0830* NAVD 88     -                                                        
 GE0830  ___________________________________________________________________
 GE0830  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 GE0830  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 GE0830
 GE0830  HORZ ORDER  -  THIRD
 GE0830
 GE0830.The horizontal coordinates were established by classical geodetic methods
 GE0830.and adjusted by the National Geodetic Survey in February 2000..
 GE0830
 GE0830
 GE0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0830
 GE0830.The geoid height was determined by GEOID03.
 GE0830
 GE0830;                    North         East     Units Scale Factor Converg.
 GE0830;SPC MO E     -   118,521.167   166,137.494   MT  1.00001994   -0 33 53.9
 GE0830;UTM  15      - 4,084,666.112   638,908.964   MT  0.99983771   +0 56 10.3
 GE0830
 GE0830                          SUPERSEDED SURVEY CONTROL
 GE0830
 GE0830  NAD 83(1997)-  36 53 51.96621(N)    091 26 27.39752(W) AD(       ) 4
 GE0830  NAD 83(1986)-  36 53 51.96718(N)    091 26 27.39913(W) AD(       ) 4
 GE0830  NAD 27      -  36 53 51.77000(N)    091 26 26.89700(W) AD(       ) 3
 GE0830
 GE0830.Superseded values are not recommended for survey control.
 GE0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0830.See file dsdata.txt to determine how the superseded data were derived.
 GE0830
 GE0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3890984666(NAD 83)
 GE0830_MARKER: 57 = LOOKOUT TOWER
 GE0830
 GE0830  HISTORY     - Date     Condition        Report By
 GE0830  HISTORY     - 1962     FIRST OBSERVED   CGS
 GE0830  HISTORY     - 1978     GOOD             NGS
 GE0830
 GE0830                          STATION DESCRIPTION
 GE0830
 GE0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE0830'STATION IS THE CENTER OF THE TOP OF THE CLARK NATIONAL FOREST
 GE0830'LOOKOUT TOWER LOCATED ABOUT 7 MILES SOUTHEAST OF BIRCH TREE AND
 GE0830'ABOUT 10 MILES SOUTHWEST OF WINONA.  IT IS NEAR THE LINE BETWEEN
 GE0830'SECTIONS 25 AND 30, T 26 N, R 4 AND 5 W.  IT IS A FOUR-LEGGED
 GE0830'STEEL STRUCTURE WITH AN ENCLOSED OBSERVATION ROOM AT THE TOP
 GE0830'AND THE OVER-ALL HEIGHT IS ABOUT 75 FEET.
 GE0830'
 GE0830'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 GE0830'19 ABOUT 1 MILE WEST OF WINONA, GO SOUTH ON HIGHWAY 19 FOR 11.05
 GE0830'MILES TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND GO WEST AND
 GE0830'SOUTHWEST ON GRAVELED ROAD FOR 1.3 MILES TO A FORK.  TAKE RIGHT
 GE0830'FORK AND GO WEST ON FOREST SERVICE ROAD 3174 FOR 6.05 MILES TO A
 GE0830'CROSSROADS.  CONTINUE WEST ON THE GRAVELED ROAD FOR 1.0 MILE TO
 GE0830'A SIDE ROAD RIGHT AND A HOUSE AND LOOKOUT TOWER ON THE RIGHT.
 GE0830
 GE0830                          STATION RECOVERY (1978)
 GE0830
 GE0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 GE0830'THE STATION IS THE APEX OF THE OBSERVATION CABIN OF THE
 GE0830'FIRE LOOKOUT TOWER.  IT IS A STANDARD FIRE OBSERVATION CABIN
 GE0830'ATOP A FOUR-LEGGED SKELETON STEEL TOWER, GRAY IN COLOR WITH
 GE0830'A RED ROOF AND APPROXIMATELY 75 FEET IN HEIGHT.
 GE0830'
 GE0830'LOCATED ABOUT 10 MILES SOUTHWEST OF WINONA AND 7 MILES
 GE0830'SOUTHEAST OF BIRCH TREE.
 GE0830'
 GE0830'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GE0830'HIGHWAY 19 WHICH IS ABOUT 1 MILE SOUTH OF WINONA, GO SOUTH
 GE0830'ON STATE HIGHWAY 19 FOR 11.05 MILES TO A GRAVEL ROAD RIGHT.
 GE0830'TURN RIGHT AND GO WEST FOR 6.05 MILES TO A CROSSROAD, CONTINUE
 GE0830'WEST ON THE GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT
 GE0830'AND THE LOOKOUT TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2554 ***********************************************************************
 JD2554  DESIGNATION -  HIGH POINT
 JD2554  PID         -  JD2554
 JD2554  STATE/COUNTY-  MO/MONITEAU
 JD2554  USGS QUAD   -  OLEAN (1980)
 JD2554
 JD2554                         *CURRENT SURVEY CONTROL
 JD2554  ___________________________________________________________________
 JD2554* NAD 83(1997)-  38 29 29.57492(N)    092 35 00.45116(W)     ADJUSTED  
 JD2554* NAVD 88     -       294.3    (meters)     966.     (feet)  VERTCON   
 JD2554  ___________________________________________________________________
 JD2554  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 JD2554  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JD2554
 JD2554  HORZ ORDER  -  FIRST
 JD2554
 JD2554.The horizontal coordinates were established by classical geodetic methods
 JD2554.and adjusted by the National Geodetic Survey in February 2000..
 JD2554
 JD2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2554
 JD2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2554
 JD2554.The geoid height was determined by GEOID03.
 JD2554
 JD2554;                    North         East     Units Scale Factor Converg.
 JD2554;SPC MO C     -   294,994.342   492,719.305   MT  0.99993399   -0 03 07.0
 JD2554;UTM  15      - 4,260,437.831   536,325.836   MT  0.99961625   +0 15 33.3
 JD2554
 JD2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2554!SPC MO C     -   0.99995891  x   0.99993399  =   0.99989290
 JD2554!UTM  15      -   0.99995891  x   0.99961625  =   0.99957517
 JD2554
 JD2554:                Primary Azimuth Mark                     Grid Az
 JD2554:SPC MO C     -  CALIFORNIA CHURCH SPIRE                  005 23 21.1
 JD2554:UTM  15      -  CALIFORNIA CHURCH SPIRE                  005 04 40.8
 JD2554
 JD2554|---------------------------------------------------------------------|
 JD2554| PID    Reference Object                     Distance      Geod. Az  |
 JD2554|                                                           dddmmss.s |
 JD2554| JD2616 CALIFORNIA CHURCH SPIRE             APPROX.15.8 KM 0052014.1 |
 JD2554| JD2495 MOREAU RESET                        APPROX.14.4 KM 0740721.0 |
 JD2554| JD2623 TIPTON CHURCH SPIRE                 APPROX.24.8 KM 3170152.8 |
 JD2554|---------------------------------------------------------------------|
 JD2554
 JD2554                          SUPERSEDED SURVEY CONTROL
 JD2554
 JD2554  NAD 83(1986)-  38 29 29.58713(N)    092 35 00.45336(W) AD(       ) 1
 JD2554  NAD 27      -  38 29 29.48790(N)    092 34 59.77380(W) AD(       ) 1
 JD2554  NGVD 29 (07/19/86)  294.2    (m)          965.     (f) VERT ANG       
 JD2554
 JD2554.Superseded values are not recommended for survey control.
 JD2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2554.See file dsdata.txt to determine how the superseded data were derived.
 JD2554
 JD2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3632660438(NAD 83)
 JD2554_MARKER: Z = SEE DESCRIPTION
 JD2554_SETTING: 0 = UNSPECIFIED SETTING
 JD2554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2554
 JD2554  HISTORY     - Date     Condition        Report By
 JD2554  HISTORY     - 1880     MONUMENTED       CGS
 JD2554  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JD2554
 JD2554                          STATION DESCRIPTION
 JD2554
 JD2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2554'STATION IS 11 MILES S OF CALIFORNIA, MISSOURI, ALONG STATE
 JD2554'HIGHWAY 87, AND 1/2 MILE W, 3/4 MILE NE OF VILLAGE OF HIGH POINT,
 JD2554'ON LAND OWNED AND OCCUPIED BY WM GIBBONS.  LOCAL INFORMATION PLACED
 JD2554'THIS STATION ABOUT 100 FEET SE OF MR. GIBBONS LARGE STONE HOUSE
 JD2554'AND ABOUT 25 FEET S OF SE CORNER OF HOUSE YARD.  8 HOURS WERE
 JD2554'SPENT DIGGING FOR THIS STATION.  AT A POINT 91 FEET SE OF SE
 JD2554'CORNER OF HOUSE, 29 FEET S OF 8-INCH LOCUST TREE USED AS A
 JD2554'CORNER POST IN THE SE CORNER OF YARD AND 9 FEET E OF FENCE ON W
 JD2554'SIDE OF FIELD, PARTS OF A GLASS BOTTLE WERE FOUND AT A DEPTH OF
 JD2554'2 FEET, AND AT POINTS 4 FEET N AND S GROUNDS HAD BEEN DISTURBED
 JD2554'TO A DEPTH OF 2-1/2 FEET.  THIS WAS ACCEPTED AS STATION
 JD2554'SITE.  AT DEPTH OF 2.5 FEET GROUND HAD NOT BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2767 ***********************************************************************
 JD2767  DESIGNATION -  HIGH POINT TEBO
 JD2767  PID         -  JD2767
 JD2767  STATE/COUNTY-  MO/JOHNSON
 JD2767  USGS QUAD   -  WINDSOR (1981)
 JD2767
 JD2767                         *CURRENT SURVEY CONTROL
 JD2767  ___________________________________________________________________
 JD2767* NAD 83(1997)-  38 34 34.46015(N)    093 34 20.98380(W)     ADJUSTED  
 JD2767* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 JD2767  ___________________________________________________________________
 JD2767  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 JD2767  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD2767
 JD2767  HORZ ORDER  -  FIRST
 JD2767
 JD2767.The horizontal coordinates were established by classical geodetic methods
 JD2767.and adjusted by the National Geodetic Survey in February 2000..
 JD2767
 JD2767.The orthometric height was scaled from a topographic map.
 JD2767
 JD2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2767
 JD2767.The geoid height was determined by GEOID03.
 JD2767
 JD2767;                    North         East     Units Scale Factor Converg.
 JD2767;SPC MO W     -   267,817.752   930,819.467   MT  1.00002158   +0 34 42.2
 JD2767;SPC MO C     -   304,937.033   406,546.953   MT  1.00004085   -0 40 07.7
 JD2767;UTM  15      - 4,269,908.427   450,132.088   MT  0.99963062   -0 21 25.2
 JD2767
 JD2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2767!SPC MO W     -   0.99995740  x   1.00002158  =   0.99997898
 JD2767!SPC MO C     -   0.99995740  x   1.00004085  =   0.99999825
 JD2767!UTM  15      -   0.99995740  x   0.99963062  =   0.99958804
 JD2767
 JD2767:                Primary Azimuth Mark                     Grid Az
 JD2767:SPC MO W     -  TOMLINS HOUSE SE CHIMNEY                 055 06 57.1
 JD2767:SPC MO C     -  TOMLINS HOUSE SE CHIMNEY                 056 21 47.0
 JD2767:UTM  15      -  TOMLINS HOUSE SE CHIMNEY                 056 03 04.5
 JD2767
 JD2767|---------------------------------------------------------------------|
 JD2767| PID    Reference Object                     Distance      Geod. Az  |
 JD2767|                                                           dddmmss.s |
 JD2767| JD2660 TOMLINS HOUSE SE CHIMNEY            APPROX.11.0 KM 0554139.3 |
 JD2767| JD2657 GREEN RIDGE CONG CH CHIMNEY         APPROX.15.0 KM 0715656.1 |
 JD2767| JD2768 WINDSOR PUBLIC SCH FLAGSTAFF        APPROX. 6.7 KM 1415839.2 |
 JD2767|---------------------------------------------------------------------|
 JD2767
 JD2767                          SUPERSEDED SURVEY CONTROL
 JD2767
 JD2767  NAD 83(1997)-  38 34 34.46319(N)    093 34 20.98270(W) AD(       ) 1
 JD2767  NAD 83(1986)-  38 34 34.46902(N)    093 34 20.98279(W) AD(       ) 1
 JD2767  NAD 27      -  38 34 34.40900(N)    093 34 20.22100(W) AD(       ) 1
 JD2767
 JD2767.Superseded values are not recommended for survey control.
 JD2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2767.See file dsdata.txt to determine how the superseded data were derived.
 JD2767
 JD2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC5013269908(NAD 83)
 JD2767_MARKER: V = STONE MONUMENT
 JD2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2767
 JD2767  HISTORY     - Date     Condition        Report By
 JD2767  HISTORY     - 1882     MONUMENTED       CGS
 JD2767  HISTORY     - 1922     MARK NOT FOUND   CGS
 JD2767  HISTORY     - 1935     MARK NOT FOUND   CGS
 JD2767  HISTORY     - 1948     MARK NOT FOUND   CGS
 JD2767  HISTORY     - 1963     MARK NOT FOUND   CGS
 JD2767
 JD2767                          STATION DESCRIPTION
 JD2767
 JD2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (FDG)
 JD2767'ABOUT 6 MILES NORTHWEST OF TOWN OF WINDSOR, IN NW 1/4 SE 1/4 SEC.
 JD2767'21, T. 44 N., R. 24 W., ON LAND BELONGING IN 1882 TO GENERAL- OF
 JD2767'NEW YORK.  SURFACE MARK IS STONE POST WITNESSED BY TWO OTHERS, AND
 JD2767'UNDERGROUND MARK IS BOTTLE OF ASHES.
 JD2767
 JD2767                          STATION RECOVERY (1922)
 JD2767
 JD2767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JD2767'IN 1922 IT WAS REPORTED THAT GROUND WAS IN CULTIVATION AND ALL
 JD2767'SURFACE MARKS GONE.  NO DISTANCE OR DIRECTION TO LOCAL OBJECTS
 JD2767'BEING GIVEN IN ORIGINAL DESCRIPTION, THE APPROXIMATE POSITION OF
 JD2767'STATION COULD NOT BE LOCATED.  UNDERGROUND MARK IS PROBABLY IN PLACE.
 JD2767
 JD2767                          STATION RECOVERY (1935)
 JD2767
 JD2767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2767'STATION IS 3 MILES W AND 2.6 MILES N OF MISSOURI-KANSAS-TEXAS
 JD2767'RAILROAD STATION IN WINDSOR, 1.3 MILES N AND 1.0 MILE E OF
 JD2767'DEFUNCT VILLAGE OF BOWEN, ON LAND NOW OWNED AND OPERATED BY
 JD2767'ELDON SUTHERLAND.  MR. SUTHERLAND REPORTS THAT STATION WAS
 JD2767'LOCATED ON HIGHEST POINT OF FIELD, WHICH IS ABOUT 650 FEET E
 JD2767'OF N-S ROAD THROUGH CENTER OF SECTION 21, T. 44 N., R. 24 W.,
 JD2767'AND ABOUT 150 FEET N OF PROJECTION OF CENTER LINE OF ROAD FROM
 JD2767'W.  LAND WAS PLANTED IN WHEAT.  STATION WAS NOT RECOVERED.
 JD2767
 JD2767                          STATION RECOVERY (1948)
 JD2767
 JD2767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2767'THE SURFACE MARK AND REFERENCE POST WERE NOT RECOVERED.  THE
 JD2767'UNDERGROUND MARK A BOTTLE FILLED WITH ASHES WAS
 JD2767'RECOVERED IN GOOD CONDITION AND UNDISTURBED.  A NEW SURFACE
 JD2767'MARK WAS ESTABLISHED.
 JD2767'
 JD2767'A COMPLETE DESCRIPTION FOLLOWS.
 JD2767'
 JD2767'THE STATION IS LOCATED ON A HIGH FLAT RIDGE ABOUT 16.0 FEET
 JD2767'SOUTHEAST OF WARRENSBURG, 4.0 MILES NORTHWEST OF WINDSOR, 1.5
 JD2767'MILES NORTH OF THE JOHNSON-HENRY COUNTY LINE, 632.0 FEET EAST
 JD2767'OF THE CENTER OF A GRADED ROAD, AND 66.35 FEET WEST-SOUTHWEST OF
 JD2767'STATION HIGH.  IT IS ABOUT
 JD2767'12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED HIGH
 JD2767'POINT TEBO 1882 1948.
 JD2767'
 JD2767'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 52
 JD2767'AND NO. 2 IN WINDSOR, GO NORTH AND WEST ON STATE HIGHWAY NO. 2
 JD2767'FOR 3.8 MILES TO COUNTY HIGHWAY D AND SCHOOL HOUSE ON THE RIGHT,
 JD2767'TURN RIGHT AND GO ON COUNTY HIGHWAY D FOR 3.1 MILES TO A STORE
 JD2767'ON THE RIGHT IN SOUTHERLAND, CONTINUE NORTH FOR 0.2 MILE TO A
 JD2767'CROSSROAD, TURN RIGHT AND GO EAST FOR 1.0 MILE TO A T ROAD
 JD2767'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.7 MILE TO A T ROAD RIGHT
 JD2767'AND A GATE ON THE LEFT.  TURN LEFT INTO FIELD AND GO
 JD2767'EAST-NORTHEAST FOR 630 FEET TO THE STATION AS DESCRIBED.
 JD2767
 JD2767                          STATION RECOVERY (1963)
 JD2767
 JD2767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2767'THE SURFACE MARK WAS FOUND DESTROYED.  THE SUB-SURFACE MARK, A
 JD2767'BOTTLE FILLED WITH ASHES WAS RECOVERED AND FOUND IN
 JD2767'GOOD CONDITION.  THE PROPERTY OWNER MR. J.I. MONROE WOULD NOT LET
 JD2767'THIS PARTY RESET THE SURFACE MARK.  THE SUB-SURFACE MARK WILL
 JD2767'PROBABLY BE DESTROYED IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1689 ***********************************************************************
 JC1689  DESIGNATION -  HIGH POINTE
 JC1689  PID         -  JC1689
 JC1689  STATE/COUNTY-  MO/WASHINGTON
 JC1689  USGS QUAD   -  EBO (1981)
 JC1689
 JC1689                         *CURRENT SURVEY CONTROL
 JC1689  ___________________________________________________________________
 JC1689* NAD 83(1997)-  38 04 23.22036(N)    090 53 00.06531(W)     ADJUSTED  
 JC1689* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 JC1689  ___________________________________________________________________
 JC1689  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 JC1689  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 JC1689
 JC1689  HORZ ORDER  -  SECOND
 JC1689
 JC1689.The horizontal coordinates were established by classical geodetic methods
 JC1689.and adjusted by the National Geodetic Survey in February 2000..
 JC1689
 JC1689.The orthometric height was scaled from a topographic map.
 JC1689
 JC1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1689
 JC1689.The geoid height was determined by GEOID03.
 JC1689
 JC1689;                    North         East     Units Scale Factor Converg.
 JC1689;SPC MO E     -   248,616.830   216,364.936   MT  0.99994726   -0 14 11.0
 JC1689;UTM  15      - 4,216,042.868   685,661.637   MT  1.00002455   +1 18 20.3
 JC1689
 JC1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1689!SPC MO E     -   0.99994852  x   0.99994726  =   0.99989578
 JC1689!UTM  15      -   0.99994852  x   1.00002455  =   0.99997306
 JC1689
 JC1689|---------------------------------------------------------------------|
 JC1689| PID    Reference Object                     Distance      Geod. Az  |
 JC1689|                                                           dddmmss.s |
 JC1689| CI3824 HIGH POINTE RM 1                     31.678 METERS 07933     |
 JC1689| CI3823 HIGH POINTE AZ MK                                  2161052.3 |
 JC1689| JC1688 HIGH POINTE LOOKOUT TOWER            14.260 METERS 24856     |
 JC1689| CI3825 HIGH POINTE RM 2                     26.678 METERS 33835     |
 JC1689|---------------------------------------------------------------------|
 JC1689
 JC1689                          SUPERSEDED SURVEY CONTROL
 JC1689
 JC1689  NAD 83(1997)-  38 04 23.22795(N)    090 53 00.06666(W) AD(       ) 2
 JC1689  NAD 83(1986)-  38 04 23.23490(N)    090 53 00.06359(W) AD(       ) 2
 JC1689  NAD 27      -  38 04 23.05700(N)    090 52 59.58600(W) AD(       ) 2
 JC1689
 JC1689.Superseded values are not recommended for survey control.
 JC1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1689.See file dsdata.txt to determine how the superseded data were derived.
 JC1689
 JC1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8566216043(NAD 83)
 JC1689_MARKER: DS = TRIANGULATION STATION DISK
 JC1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1689
 JC1689  HISTORY     - Date     Condition        Report By
 JC1689  HISTORY     - 1956     MONUMENTED       CGS
 JC1689
 JC1689                          STATION DESCRIPTION
 JC1689
 JC1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1689'THE STATION IS LOCATED AT THE SITE OF THE HIGH POINTE LOOKOUT
 JC1689'TOWER.  IT IS ABOUT 6 MILES AIRLINE SOUTHWEST OF RICHWOODS AND
 JC1689'ABOUT 11 MILES AIRLINE NORTHWEST OF POTOSI.
 JC1689'
 JC1689'TO REACH FROM THE U.S. POST OFFICE IN RICHWOODS, GO WEST ON
 JC1689'COUNTY ROAD H FOR 3.7 MILES TO A FORK.  TAKE LEFT FORK AND GO
 JC1689'SOUTHERLY FOR 5.0 MILES TO A CROSS ROAD AND SIGN HIGH POINTE
 JC1689'LOOKOUT TOWER.  TURN LEFT AND GO SOUTHEAST FOR 2.4 MILES TO A
 JC1689'TRIANGULAR BLAZED OAK AND THE AZIMUTH MARK ON THE RIGHT.
 JC1689'CONTINUE SOUTHEAST FOR 0.4 MILE TO HIGH POINTE LOOKOUT TOWER
 JC1689'AND THE STATION ON THE RIGHT.
 JC1689'
 JC1689'THE STATION MARK IS A STANDARD DISK STAMPED HIGH POINTE 1956,
 JC1689'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JC1689'PROJECTS 6 INCHES.  IT IS 66.3 FEET SOUTH OF THE CENTER LINE
 JC1689'OF A GRAVEL ROAD, 95.7 FEET WEST-SOUTHWEST OF THE NORTHWEST
 JC1689'CORNER OF A HOUSE AND 46.8 FEET EAST-NORTHEAST OF THE CENTER
 JC1689'OF THE LOOKOUT TOWER.
 JC1689'
 JC1689'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HIGH
 JC1689'POINTE NO 1 1956, CEMENTED IN A DRILL HOLE IN THE TOP STEP
 JC1689'AT THE NORTH SIDE OF A HOUSE.  IT IS ABOUT 2 FEET HIGHER THAN
 JC1689'THE STATION.
 JC1689'
 JC1689'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HIGH
 JC1689'POINTE NO 2 1956, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 JC1689'MONUMENT THAT PROJECTS 5 INCHES.  IT IS 20.8 FEET NORTH OF THE
 JC1689'CENTER LINE OF A GRAVEL ROAD AND ABOUT 4 FEET LOWER THAN THE
 JC1689'STATION.
 JC1689'
 JC1689'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIGH POINTE 1956, SET
 JC1689'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 JC1689'4 INCHES.  IT IS 27 FEET SOUTHEAST OF THE CENTER LINE OF
 JC1689'A GRAVEL ROAD AND 19 FEET NORTHWEST OF A TRIANGULAR BLAZED
 JC1689'2-FOOT OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1688 ***********************************************************************
 JC1688  DESIGNATION -  HIGH POINTE LOOKOUT TOWER
 JC1688  PID         -  JC1688
 JC1688  STATE/COUNTY-  MO/WASHINGTON
 JC1688  USGS QUAD   -  EBO (1981)
 JC1688
 JC1688                         *CURRENT SURVEY CONTROL
 JC1688  ___________________________________________________________________
 JC1688* NAD 83(1997)-  38 04 23.05416(N)    090 53 00.61129(W)     ADJUSTED  
 JC1688* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 JC1688  ___________________________________________________________________
 JC1688  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 JC1688  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 JC1688
 JC1688  HORZ ORDER  -  THIRD
 JC1688
 JC1688.The horizontal coordinates were established by classical geodetic methods
 JC1688.and adjusted by the National Geodetic Survey in February 2000..
 JC1688
 JC1688.The orthometric height was scaled from a topographic map.
 JC1688
 JC1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1688
 JC1688.The geoid height was determined by GEOID03.
 JC1688
 JC1688;                    North         East     Units Scale Factor Converg.
 JC1688;SPC MO E     -   248,611.761   216,351.608   MT  0.99994727   -0 14 11.4
 JC1688;UTM  15      - 4,216,037.441   685,648.449   MT  1.00002449   +1 18 20.0
 JC1688
 JC1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1688!SPC MO E     -   0.99994852  x   0.99994727  =   0.99989579
 JC1688!UTM  15      -   0.99994852  x   1.00002449  =   0.99997300
 JC1688
 JC1688                          SUPERSEDED SURVEY CONTROL
 JC1688
 JC1688  NAD 83(1997)-  38 04 23.06176(N)    090 53 00.61264(W) AD(       ) 4
 JC1688  NAD 83(1986)-  38 04 23.06871(N)    090 53 00.60957(W) AD(       ) 4
 JC1688  NAD 27      -  38 04 22.89000(N)    090 53 00.13000(W) AD(       ) 3
 JC1688
 JC1688.Superseded values are not recommended for survey control.
 JC1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1688.See file dsdata.txt to determine how the superseded data were derived.
 JC1688
 JC1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8564816037(NAD 83)
 JC1688_MARKER: 57 = LOOKOUT TOWER
 JC1688
 JC1688  HISTORY     - Date     Condition        Report By
 JC1688  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1688
 JC1688                          STATION DESCRIPTION
 JC1688
 JC1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1688'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE NORTHWEST OF
 JC1688'POTOSI, 6 MILES AIRLINE SOUTHWEST OF RICHWOODS.
 JC1688'
 JC1688'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH AN 8 FOOT SQUARE
 JC1688'HOUSE ON TOP AND ABOUT 90 FEET HIGH.  THE CENTER OF THE TOWER
 JC1688'WAS INTERSECTED.  IT IS 46.783 FEET, 14.260 METERS WEST
 JC1688'SOUTHWEST OF TRIANGULATION STATION HIGH POINTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1665 ***********************************************************************
 JC1665  DESIGNATION -  HIGH RIDGE UN ELEC MICROWAVE
 JC1665  PID         -  JC1665
 JC1665  STATE/COUNTY-  MO/JEFFERSON
 JC1665  USGS QUAD   -  HOUSE SPRINGS (1982)
 JC1665
 JC1665                         *CURRENT SURVEY CONTROL
 JC1665  ___________________________________________________________________
 JC1665* NAD 83(1997)-  38 28 01.72622(N)    090 31 21.54460(W)     ADJUSTED  
 JC1665* NAVD 88     -                                                        
 JC1665  ___________________________________________________________________
 JC1665  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 JC1665  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JC1665
 JC1665  HORZ ORDER  -  THIRD
 JC1665
 JC1665.The horizontal coordinates were established by classical geodetic methods
 JC1665.and adjusted by the National Geodetic Survey in February 2000..
 JC1665
 JC1665
 JC1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1665
 JC1665.The geoid height was determined by GEOID03.
 JC1665
 JC1665;                    North         East     Units Scale Factor Converg.
 JC1665;SPC MO E     -   292,282.661   248,023.301   MT  0.99993338   -0 00 50.7
 JC1665;UTM  15      - 4,260,555.586   716,133.007   MT  1.00017531   +1 32 30.0
 JC1665
 JC1665                          SUPERSEDED SURVEY CONTROL
 JC1665
 JC1665  NAD 83(1997)-  38 28 01.72803(N)    090 31 21.54412(W) AD(       ) 4
 JC1665  NAD 83(1986)-  38 28 01.74578(N)    090 31 21.53962(W) AD(       ) 4
 JC1665  NAD 27      -  38 28 01.54800(N)    090 31 21.09600(W) AD(       ) 3
 JC1665
 JC1665.Superseded values are not recommended for survey control.
 JC1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1665.See file dsdata.txt to determine how the superseded data were derived.
 JC1665
 JC1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1613360556(NAD 83)
 JC1665_MARKER: 44 = MICROWAVE MAST
 JC1665
 JC1665  HISTORY     - Date     Condition        Report By
 JC1665  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1665
 JC1665                          STATION DESCRIPTION
 JC1665
 JC1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1665'THE STATION IS LOCATED ABOUT ONE MILE NORTHEAST OF THE U.S.
 JC1665'POST OFFICE IN HIGH RIDGE, AND ABOUT 0.1 MILE EAST OF STATE
 JC1665'HIGHWAY 30.
 JC1665'
 JC1665'THE MAST IS THE PROPERTY OF THE UNION ELECTRIC COMPANY AND
 JC1665'IS OF STEEL CONSTRUCTION PAINTED ORANGE AND WHITE.  IT IS
 JC1665'200 FEET HIGH.  THE CENTER OF THE MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0780 ***********************************************************************
 GF0780  DESIGNATION -  HIGHLAND
 GF0780  PID         -  GF0780
 GF0780  STATE/COUNTY-  MO/CHRISTIAN
 GF0780  USGS QUAD   -  HIGHLANDVILLE (1975)
 GF0780
 GF0780                         *CURRENT SURVEY CONTROL
 GF0780  ___________________________________________________________________
 GF0780* NAD 83(1997)-  36 57 04.50262(N)    093 19 20.62652(W)     ADJUSTED  
 GF0780* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 GF0780  ___________________________________________________________________
 GF0780  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 GF0780  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GF0780
 GF0780  HORZ ORDER  -  FIRST
 GF0780
 GF0780.The horizontal coordinates were established by classical geodetic methods
 GF0780.and adjusted by the National Geodetic Survey in February 2000..
 GF0780
 GF0780.The orthometric height was scaled from a topographic map.
 GF0780
 GF0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0780
 GF0780.The geoid height was determined by GEOID03.
 GF0780
 GF0780;                    North         East     Units Scale Factor Converg.
 GF0780;SPC MO C     -   124,358.895   426,754.607   MT  0.99999940   -0 29 39.8
 GF0780;UTM  15      - 4,089,513.023   471,296.104   MT  0.99961015   -0 11 37.7
 GF0780
 GF0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0780!SPC MO C     -   0.99994003  x   0.99999940  =   0.99993943
 GF0780!UTM  15      -   0.99994003  x   0.99961015  =   0.99955020
 GF0780
 GF0780|---------------------------------------------------------------------|
 GF0780| PID    Reference Object                     Distance      Geod. Az  |
 GF0780|                                                           dddmmss.s |
 GF0780| CI1616 HIGHLAND RM 1                        20.109 METERS 00111     |
 GF0780| HD1304 NIXA WILSON CO N STACK              APPROX.10.5 KM 0130830.8 |
 GF0780| HD1273 OZARK MUNICIPAL TANK                APPROX.13.0 KM 0550926.7 |
 GF0780| GF0789 HURLEY                              APPROX.12.6 KM 2653258.8 |
 GF0780| CI1617 HIGHLAND RM 2                        21.522 METERS 28920     |
 GF0780| CI1615 HIGHLAND AZ MK                                     3583848.9 |
 GF0780|---------------------------------------------------------------------|
 GF0780
 GF0780                          SUPERSEDED SURVEY CONTROL
 GF0780
 GF0780  NAD 83(1997)-  36 57 04.50342(N)    093 19 20.62602(W) AD(       ) 1
 GF0780  NAD 83(1997)-  36 57 04.50423(N)    093 19 20.62643(W) AD(       ) 1
 GF0780  NAD 83(1997)-  36 57 04.51321(N)    093 19 20.62534(W) AD(       ) 1
 GF0780  NAD 83(1986)-  36 57 04.51349(N)    093 19 20.62521(W) AD(       ) 1
 GF0780  NAD 27      -  36 57 04.31610(N)    093 19 19.95430(W) AD(       ) 1
 GF0780
 GF0780.Superseded values are not recommended for survey control.
 GF0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0780.See file dsdata.txt to determine how the superseded data were derived.
 GF0780
 GF0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7129689513(NAD 83)
 GF0780_MARKER: DS = TRIANGULATION STATION DISK
 GF0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0780
 GF0780  HISTORY     - Date     Condition        Report By
 GF0780  HISTORY     - 1959     MONUMENTED       CGS
 GF0780  HISTORY     - 1961     GOOD             CGS
 GF0780
 GF0780                          STATION DESCRIPTION
 GF0780
 GF0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0780'THE STATION IS ABOUT 2.5 MILES NORTHWEST OF HIGHLANDVILLE,
 GF0780'ON THE NORTH SIDE OF A GRAVELED ROAD, IN A PASTURE FIELD.
 GF0780'IT IS IN THE SE 1/4 OF SEC. 15, T. 26 N., R. 22 W., 11 FEET
 GF0780'WEST OF A WIRE FENCE, 67 FEET SOUTH OF A FENCE CORNER, 15
 GF0780'FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 65 FEET SOUTH
 GF0780'OF A WITNESS POST AND 108 FEET NORTH OF THE CENTERLINE OF
 GF0780'A GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GF0780'HIGHLAND 1959.
 GF0780'
 GF0780'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WIRE FENCE, 1 FOOT
 GF0780'SOUTHWEST OF THE FENCE CORNER, 1 FOOT NORTH OF THE WITNESS
 GF0780'POST AND 14 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD.
 GF0780'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED HIGHLAND
 GF0780'NO 1 1959.
 GF0780'
 GF0780'REFERENCE MARK 2 IS 74 FEET WEST OF THE WIRE FENCE AND 81
 GF0780'FEET SOUTHWEST OF THE FENCE CORNER.  THE MONUMENT PROJECTS
 GF0780'1 INCH AND THE DISK IS STAMPED HIGHLAND NO 2 1959.
 GF0780'
 GF0780'THE AZIMUTH MARK IS 1 FOOT WEST OF A WITNESS POST, 26 FEET
 GF0780'EAST OF THE CENTERLINE OF A TRACK ROAD, 8 FEET SOUTH OF A
 GF0780'TWIN TRUNK ELM TREE AND 12 FEET WEST OF A TRIPLE TRUNK OAK
 GF0780'TREE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GF0780'HIGHLAND 1959.
 GF0780'
 GF0780'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 GF0780'160 AND 65 AT THE SOUTHEAST EDGE OF HIGHLANDVILLE, GO NORTH
 GF0780'ON HIGHWAY 160 FOR 0.65 MILE TO A GRAVELED CROSSROAD.  TURN LEFT
 GF0780'AND GO WESTERLY ON A GRAVELED ROAD FOR 1.55 MILE TO A POINT
 GF0780'WHERE THE GRAVELED ROAD TURNS NORTH.  TURN RIGHT AND GO NORTH
 GF0780'ON THE MAIN GRAVELED ROAD FOR 1.15 MILES TO A T-ROAD.  TURN
 GF0780'RIGHT AND GO NORTHERLY FOR 0.2 MILE TO A SIDE ROAD RIGHT.
 GF0780'CONTINUE AHEAD ON THE MAIN TRAVELED ROAD FOR 0.1 MILE TO THE
 GF0780'TOP OF THE HILL AND THE STATION ON THE RIGHT, 108 FEET NORTH OF
 GF0780'THE ROAD.
 GF0780'
 GF0780'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ACROSS
 GF0780'THE PASTURE FIELD FOR 0.15 MILE TO THE MARK ON THE RIGHT,
 GF0780'AT THE WEST EDGE OF A WOODED SECTOR AND AT THE EAST EDGE OF
 GF0780'THE PASTURE FIELD.
 GF0780'
 GF0780'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GF0780
 GF0780                          STATION RECOVERY (1961)
 GF0780
 GF0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0780'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 GF0780'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 GF0780'AND DIRECTIONS TO THE REFERENCE MARKS CHECKED.  THE DIRECTION
 GF0780'TO THE AZIMUTH MARK WAS FOUND TO BE 09.1 SECONDS HIGHER THAN
 GF0780'WHEN PREVIOUSLY OBSERVED.  THE ORIGINAL DESCRIPTION AND
 GF0780'TO REACH ARE ADEQUATE.
 GF0780'
 GF0780'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1073 ***********************************************************************
 GE1073  DESIGNATION -  HIGHWAY 60 LOOKOUT TOWER
 GE1073  PID         -  GE1073
 GE1073  STATE/COUNTY-  MO/CARTER
 GE1073  USGS QUAD   -  HOGAN HOLLOW (1980)
 GE1073
 GE1073                         *CURRENT SURVEY CONTROL
 GE1073  ___________________________________________________________________
 GE1073* NAD 83(1997)-  36 51 51.84877(N)    090 40 37.17532(W)     ADJUSTED  
 GE1073* NAVD 88     -                                                        
 GE1073  ___________________________________________________________________
 GE1073  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 GE1073  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GE1073
 GE1073  HORZ ORDER  -  THIRD
 GE1073
 GE1073.The horizontal coordinates were established by classical geodetic methods
 GE1073.and adjusted by the National Geodetic Survey in February 2000..
 GE1073
 GE1073
 GE1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1073
 GE1073.The geoid height was determined by GEOID03.
 GE1073
 GE1073;                    North         East     Units Scale Factor Converg.
 GE1073;SPC MO E     -   114,420.084   234,218.658   MT  0.99993640   -0 06 22.3
 GE1073;UTM  15      - 4,082,349.431   707,074.507   MT  1.00012828   +1 23 38.8
 GE1073
 GE1073                          SUPERSEDED SURVEY CONTROL
 GE1073
 GE1073  NAD 83(1997)-  36 51 51.85638(N)    090 40 37.17620(W) AD(       ) 4
 GE1073  NAD 83(1997)-  36 51 51.85734(N)    090 40 37.17660(W) AD(       ) 4
 GE1073  NAD 83(1986)-  36 51 51.85913(N)    090 40 37.17531(W) AD(       ) 4
 GE1073  NAD 27      -  36 51 51.66600(N)    090 40 36.74200(W) AD(       ) 3
 GE1073
 GE1073.Superseded values are not recommended for survey control.
 GE1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1073.See file dsdata.txt to determine how the superseded data were derived.
 GE1073
 GE1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0707582349(NAD 83)
 GE1073_MARKER: 57 = LOOKOUT TOWER
 GE1073
 GE1073  HISTORY     - Date     Condition        Report By
 GE1073  HISTORY     - 1963     FIRST OBSERVED   CGS
 GE1073
 GE1073                          STATION DESCRIPTION
 GE1073
 GE1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE1073'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
 GE1073'ABOUT 6 MILES SOUTHEAST OF ELLSINORE, 1 MILE SOUTH OF THE
 GE1073'JUNCTION OF U.S. HIGHWAY 60 AND COUNTY ROAD B AND ON PROPERTY OWNED
 GE1073'BY THE STATE.  IT IS A TAPERING 4 LEGGED STEEL STRUCTURE
 GE1073'WITH A VERY SMALL OBSERVING ROOM AT THE TOP AND THE OVERALL
 GE1073'HEIGHT IS ABOUT 70 FEET.
 GE1073'
 GE1073'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND COUNTY
 GE1073'ROAD A AT THE SOUTH EDGE OF ELLSINORE, GO SOUTH AND EAST
 GE1073'ON HIGHWAY 60 FOR 3.2 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 GE1073'EAST ON HIGHWAY 60 FOR 3.3 MILES TO A SIDE ROAD RIGHT
 GE1073'(JUNCTION OF COUNTY ROAD B).  TURN RIGHT AND GO SOUTH ON COUNTY
 GE1073'ROAD B FOR 1.15 MILES TO THE LOOKOUT TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0742 ***********************************************************************
 GF0742  DESIGNATION -  HILDA
 GF0742  PID         -  GF0742
 GF0742  STATE/COUNTY-  MO/TANEY
 GF0742  USGS QUAD   -  HILDA (1975)
 GF0742
 GF0742                         *CURRENT SURVEY CONTROL
 GF0742  ___________________________________________________________________
 GF0742* NAD 83(1997)-  36 38 38.47081(N)    092 58 43.35034(W)     ADJUSTED  
 GF0742* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 GF0742  ___________________________________________________________________
 GF0742  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 GF0742  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GF0742
 GF0742  HORZ ORDER  -  THIRD
 GF0742
 GF0742.The horizontal coordinates were established by classical geodetic methods
 GF0742.and adjusted by the National Geodetic Survey in February 2000..
 GF0742
 GF0742.The orthometric height was scaled from a topographic map.
 GF0742
 GF0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0742
 GF0742.The geoid height was determined by GEOID03.
 GF0742
 GF0742;                    North         East     Units Scale Factor Converg.
 GF0742;SPC MO C     -    90,057.275   457,194.255   MT  0.99995590   -0 17 08.6
 GF0742;UTM  15      - 4,055,383.712   501,903.235   MT  0.99960004   +0 00 45.7
 GF0742
 GF0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0742!SPC MO C     -   0.99994641  x   0.99995590  =   0.99990231
 GF0742!UTM  15      -   0.99994641  x   0.99960004  =   0.99954647
 GF0742
 GF0742:                Primary Azimuth Mark                     Grid Az
 GF0742:SPC MO C     -  HILDA AZ MK                              117 14 15.1
 GF0742:UTM  15      -  HILDA AZ MK                              116 56 20.8
 GF0742
 GF0742|---------------------------------------------------------------------|
 GF0742| PID    Reference Object                     Distance      Geod. Az  |
 GF0742|                                                           dddmmss.s |
 GF0742| CI1618 HILDA AZ MK                                        1165706.5 |
 GF0742| GF0738 CEDAR CREEK LOOKOUT TOWER           APPROX. 9.3 KM 1804013.7 |
 GF0742| GF0739 HILDA LOOKOUT TOWER                  12.818 METERS 21505     |
 GF0742| CI1619 HILDA RM 1                           12.189 METERS 25113     |
 GF0742| CI1620 HILDA RM 2                           12.227 METERS 35726     |
 GF0742|---------------------------------------------------------------------|
 GF0742
 GF0742                          SUPERSEDED SURVEY CONTROL
 GF0742
 GF0742  NAD 83(1997)-  36 38 38.47241(N)    092 58 43.34956(W) AD(       ) 3
 GF0742  NAD 83(1986)-  36 38 38.48112(N)    092 58 43.34903(W) AD(       ) 3
 GF0742  NAD 27      -  36 38 38.25900(N)    092 58 42.71600(W) AD(       ) 3
 GF0742
 GF0742.Superseded values are not recommended for survey control.
 GF0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0742.See file dsdata.txt to determine how the superseded data were derived.
 GF0742
 GF0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0190355384(NAD 83)
 GF0742_MARKER: DS = TRIANGULATION STATION DISK
 GF0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0742
 GF0742  HISTORY     - Date     Condition        Report By
 GF0742  HISTORY     - 1954     MONUMENTED       CGS
 GF0742
 GF0742                          STATION DESCRIPTION
 GF0742
 GF0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0742'THE STATION IS IN THE MARK TWAIN NATIONAL FOREST ABOUT 6
 GF0742'MILES WEST AND 2-1/2 MILES NORTH OF RUETER, 2-1/2 MILES EAST
 GF0742'AND 2 MILES SOUTH OF KISSEE MILLS, 1-1/2 MILES SOUTH OF THE
 GF0742'HILDA POST OFFICE AND 18 FEET EAST OF THE CENTER OF A TRACK ROAD.
 GF0742'
 GF0742'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAY
 GF0742'80 AND STATE HIGHWAY 125 AT THE RUETER POST OFFICE GO WEST ON
 GF0742'STATE HIGHWAY 80 FOR 7.95 MILES TO THE AZIMUTH MARK ON THE
 GF0742'RIGHT AS DESCRIBED, CONTINUE ON THE HIGHWAY FOR 0.2 MILE
 GF0742'TO A DIM CROSS TRACK ROAD, TURN LEFT ON THE TRACK ROAD AND GO
 GF0742'50 FEET TO A FORK, TAKE RIGHT FORK AND GO 0.35 MILE TO HILDA
 GF0742'LOOKOUT TOWER AND STATION.
 GF0742'
 GF0742'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GF0742'HILDA 1953.
 GF0742'
 GF0742'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GF0742'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS 19 FEET
 GF0742'NORTH OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.
 GF0742'THE DISK IS STAMPED HILDA NO 1 1953.
 GF0742'
 GF0742'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GF0742'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS 4 FEET EAST OF
 GF0742'CENTER OF THE TRACK ROAD.  THE DISK IS STAMPED HILDA NO 2 1953.
 GF0742'
 GF0742'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GF0742'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS 24 FEET
 GF0742'NORTHEAST OF THE CENTER OF STATE HIGHWAY 80 AND 5 FEET SOUTHWEST
 GF0742'OF A 4 X 4 INCH WHITE WITNESS POST.  THE DISK IS STAMPED
 GF0742'HILDA 1953.
 GF0742'
 GF0742'THE STATION WAS BUILT IN 1953 AND OCCUPIED IN 1954.
 GF0742'
 GF0742'A TRAVERSE WAS MADE TO CENTER OF THE BASE OF THE HILDA LOOKOUT
 GF0742'TOWER.
 GF0742'
 GF0742'NOTE- STATE HIGHWAY 80 MENTIONED ABOVE HAS BEEN CHANGED TO
 GF0742'U.S. HIGHWAY 160.
 GF0742'
 GF0742'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0739 ***********************************************************************
 GF0739  DESIGNATION -  HILDA LOOKOUT TOWER
 GF0739  PID         -  GF0739
 GF0739  STATE/COUNTY-  MO/TANEY
 GF0739  USGS QUAD   -  HILDA (1975)
 GF0739
 GF0739                         *CURRENT SURVEY CONTROL
 GF0739  ___________________________________________________________________
 GF0739* NAD 83(1997)-  36 38 38.13056(N)    092 58 43.64699(W)     ADJUSTED  
 GF0739* NAVD 88     -                                                        
 GF0739  ___________________________________________________________________
 GF0739  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 GF0739  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GF0739
 GF0739  HORZ ORDER  -  THIRD
 GF0739
 GF0739.The horizontal coordinates were established by classical geodetic methods
 GF0739.and adjusted by the National Geodetic Survey in February 2000..
 GF0739
 GF0739
 GF0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0739
 GF0739.The geoid height was determined by GEOID03.
 GF0739
 GF0739;                    North         East     Units Scale Factor Converg.
 GF0739;SPC MO C     -    90,046.824   457,186.834   MT  0.99995591   -0 17 08.8
 GF0739;UTM  15      - 4,055,373.226   501,895.872   MT  0.99960004   +0 00 45.6
 GF0739
 GF0739                          SUPERSEDED SURVEY CONTROL
 GF0739
 GF0739  NAD 83(1997)-  36 38 38.13216(N)    092 58 43.64621(W) AD(       ) 4
 GF0739  NAD 83(1986)-  36 38 38.14088(N)    092 58 43.64568(W) AD(       ) 4
 GF0739  NAD 27      -  36 38 37.91900(N)    092 58 43.01300(W) AD(       ) 3
 GF0739
 GF0739.Superseded values are not recommended for survey control.
 GF0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0739.See file dsdata.txt to determine how the superseded data were derived.
 GF0739
 GF0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0189655373(NAD 83)
 GF0739_MARKER: 57 = LOOKOUT TOWER
 GF0739
 GF0739  HISTORY     - Date     Condition        Report By
 GF0739  HISTORY     - 1954     FIRST OBSERVED   CGS
 GF0739
 GF0739                          STATION DESCRIPTION
 GF0739
 GF0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0739'THE STATION IS IN THE MARK TWAIN NATIONAL FOREST ABOUT 6
 GF0739'MILES WEST AND 2-1/2 MILES NORTH OF RUETER, 2-1/2 MILES
 GF0739'EAST AND 2 MILES SOUTH OF KISSEE MILLS AND 1-1/2 MILES SOUTH
 GF0739'OF THE HILDA POST OFFICE.  IT IS A FOUR-LEGGED STEEL TOWER
 GF0739'ABOUT 50 FEET HIGH WITH AN OPEN CROWS NEST AT THE TOP.  A
 GF0739'TRAVERSE WAS MADE FROM TRIANGULATION STATION HILDA AND THE
 GF0739'DISTANCE WAS FOUND TO BE 42.05 FEET OR 12.818 METERS SOUTHWEST
 GF0739'OF HILDA.  THE POINT INTERSECTED WAS THE POINT MEASURED
 GF0739'TO AT THE BASE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0657 ***********************************************************************
 KC0657  DESIGNATION -  HILL
 KC0657  PID         -  KC0657
 KC0657  STATE/COUNTY-  MO/PIKE
 KC0657  USGS QUAD   -  SPENCERBURG (1973)
 KC0657
 KC0657                         *CURRENT SURVEY CONTROL
 KC0657  ___________________________________________________________________
 KC0657* NAD 83(1997)-  39 27 58.01906(N)    091 23 59.94436(W)     ADJUSTED  
 KC0657* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 KC0657  ___________________________________________________________________
 KC0657  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KC0657  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KC0657
 KC0657  HORZ ORDER  -  FIRST
 KC0657
 KC0657.The horizontal coordinates were established by classical geodetic methods
 KC0657.and adjusted by the National Geodetic Survey in February 2000..
 KC0657
 KC0657.The orthometric height was scaled from a topographic map.
 KC0657
 KC0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0657
 KC0657.The geoid height was determined by GEOID03.
 KC0657
 KC0657;                    North         East     Units Scale Factor Converg.
 KC0657;SPC MO E     -   403,562.179   172,556.224   MT  1.00000715   -0 34 19.5
 KC0657;UTM  15      - 4,369,725.814   637,637.998   MT  0.99983325   +1 01 01.8
 KC0657
 KC0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0657!SPC MO E     -   0.99996853  x   1.00000715  =   0.99997568
 KC0657!UTM  15      -   0.99996853  x   0.99983325  =   0.99980179
 KC0657
 KC0657:                Primary Azimuth Mark                     Grid Az
 KC0657:SPC MO E     -  NEW LONDON MUNICIPAL TANK                001 14 21.2
 KC0657:UTM  15      -  NEW LONDON MUNICIPAL TANK                359 38 59.9
 KC0657
 KC0657|---------------------------------------------------------------------|
 KC0657| PID    Reference Object                     Distance      Geod. Az  |
 KC0657|                                                           dddmmss.s |
 KC0657| KC0638 NEW LONDON MUNICIPAL TANK           APPROX.12.5 KM 0004001.7 |
 KC0657| CL9544 HILL RM 1                            25.603 METERS 03822     |
 KC0657| KC0658 FRANKFORT RADIO KAE 38 MAST         231.674 METERS 06456     |
 KC0657| CL9543 HILL AZ MK                                         2660118.9 |
 KC0657| CL9545 HILL RM 2                            24.237 METERS 31414     |
 KC0657| KC0637 NEW LONDON RADIO KAA 308 MAST       APPROX.11.8 KM 3591004.2 |
 KC0657|---------------------------------------------------------------------|
 KC0657
 KC0657                          SUPERSEDED SURVEY CONTROL
 KC0657
 KC0657  NAD 83(1997)-  39 27 58.02023(N)    091 23 59.94580(W) AD(       ) 1
 KC0657  NAD 83(1986)-  39 27 58.02448(N)    091 23 59.94604(W) AD(       ) 1
 KC0657  NAD 27      -  39 27 57.86330(N)    091 23 59.40600(W) AD(       ) 1
 KC0657
 KC0657.Superseded values are not recommended for survey control.
 KC0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0657.See file dsdata.txt to determine how the superseded data were derived.
 KC0657
 KC0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD3763869726(NAD 83)
 KC0657_MARKER: DS = TRIANGULATION STATION DISK
 KC0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0657
 KC0657  HISTORY     - Date     Condition        Report By
 KC0657  HISTORY     - 1958     MONUMENTED       CGS
 KC0657  HISTORY     - 1967     GOOD             CGS
 KC0657
 KC0657                          STATION DESCRIPTION
 KC0657
 KC0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 KC0657'THE STATION IS ABOUT 4 MILES SOUTHWEST OF FRANKFORD, AND 8
 KC0657'MILES SOUTH OF NEW LONDON ON ROAD RIGHT-OF-WAY.  IT IS 31 FEET
 KC0657'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 43 FEET NORTHWEST
 KC0657'OF THE NORTHWEST CORNER OF A GARAGE, 46 FEET WEST OF A POWERLINE
 KC0657'POLE WITH TRANSFORMER, 92 FEET NORTHWEST OF THE NORTHWEST CORNER
 KC0657'OF A FRAME HOUSE, 65 FEET WEST OF THE CENTERLINE OF A GRAVELED
 KC0657'DRIVEWAY, AND 80 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 KC0657'MONUMENT IS FLUSH AND THE DISK IS STAMPED HILL 1958.
 KC0657'
 KC0657'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 KC0657'COUNTY ROAD C JUST NORTHEAST OF FRANKFORD, GO SOUTHWEST AND WEST
 KC0657'ON COUNTY ROAD C FOR 2.2 MILES TO A FORK.  TAKE THE RIGHT
 KC0657'FORK AND CONTINUE WESTERLY ON COUNTY ROAD C FOR 2.8 MILES TO
 KC0657'THE END OF THE PAVEMENT.  CONTINUE WESTERLY ON THE GRAVELED ROAD
 KC0657'FOR 0.7 MILE TO A FRAME HOUSE AND STATION ON THE LEFT.
 KC0657'
 KC0657'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 KC0657'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 KC0657'
 KC0657'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE, 28 FEET NORTH
 KC0657'OF THE CENTERLINE OF A GRAVELED ROAD, AND 62 FEET NORTHEAST OF
 KC0657'A POWERLINE POLE WITH TRANSFORMER.  THE MONUMENT IS FLUSH AND
 KC0657'THE DISK IS STAMPED HILL NO 1 1958.
 KC0657'
 KC0657'REFERENCE MARK 2 IS 2 FEET EAST OF A WHITE WITNESS POST, 29
 KC0657'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 1 FOOT SOUTH
 KC0657'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 KC0657'HILL NO 2 1958.
 KC0657'
 KC0657'THE AZIMUTH MARK IS 37 FEET NORTHWEST OF THE CENTERLINE OF A
 KC0657'GRAVELED ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT
 KC0657'SOUTH OF A WIRE FENCE, AND 88 FEET WEST OF THE CENTERLINE OF A
 KC0657'DRIVEWAY LEADING INTO FIELD.  THE MONUMENT IS FLUSH AND THE
 KC0657'DISK IS STAMPED HILL 1958.
 KC0657'
 KC0657'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KC0657
 KC0657                          STATION RECOVERY (1967)
 KC0657
 KC0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KC0657'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KC0657'CONDITION.  THE REFERENCE MARKS ARE 30 FEET NORTH OF THE
 KC0657'CENTERLINE OF THE SURFACED ROAD.
 KC0657'
 KC0657'TO REACH FROM FRANKFORD, FROM THE JUNCTION OF U.S. HIGHWAY 61
 KC0657'AND COUNTY ROUTE C, GO SOUTHWEST ON ROUTE C FOR 0.6 MILE TO
 KC0657'THE FRANKFORD POST OFFICE, GO WEST ON ROUTE C FOR 1.65 MILES
 KC0657'TO FORKS, TAKE RIGHT FORK AND CONTINUE ON C FOR 3.5 MILES TO
 KC0657'A SMALL WHITE HOUSE AND STATION ON THE LEFT.
 KC0657'
 KC0657'THE AZIMUTH RECOVERED AS DESCRIBED AND A METAL WITNESS POST
 KC0657'WAS SET 1 FOOT WEST OF THE MARK.
 KC0657'
 KC0657'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 KC0657'SOUTHWEST OF FRANKFORD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0496 ***********************************************************************
 LE0496  DESIGNATION -  HILL
 LE0496  PID         -  LE0496
 LE0496  STATE/COUNTY-  MO/ADAIR
 LE0496  USGS QUAD   -  NIND (1963)
 LE0496
 LE0496                         *CURRENT SURVEY CONTROL
 LE0496  ___________________________________________________________________
 LE0496* NAD 83(1997)-  40 06 37.00706(N)    092 48 50.03703(W)     ADJUSTED  
 LE0496* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 LE0496  ___________________________________________________________________
 LE0496  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LE0496  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LE0496
 LE0496  HORZ ORDER  -  FIRST
 LE0496
 LE0496.The horizontal coordinates were established by classical geodetic methods
 LE0496.and adjusted by the National Geodetic Survey in February 2000..
 LE0496
 LE0496.The orthometric height was scaled from a topographic map.
 LE0496
 LE0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0496
 LE0496.The geoid height was determined by GEOID03.
 LE0496
 LE0496;                    North         East     Units Scale Factor Converg.
 LE0496;SPC MO C     -   474,739.835   473,239.871   MT  0.99994215   -0 12 08.0
 LE0496;UTM  15      - 4,440,013.902   515,859.931   MT  0.99960310   +0 07 11.6
 LE0496
 LE0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0496!SPC MO C     -   0.99995592  x   0.99994215  =   0.99989807
 LE0496!UTM  15      -   0.99995592  x   0.99960310  =   0.99955904
 LE0496
 LE0496:                Primary Azimuth Mark                     Grid Az
 LE0496:SPC MO C     -  HILL AZ MK 2                             185 18 37.6
 LE0496:UTM  15      -  HILL AZ MK 2                             184 59 18.0
 LE0496
 LE0496|---------------------------------------------------------------------|
 LE0496| PID    Reference Object                     Distance      Geod. Az  |
 LE0496|                                                           dddmmss.s |
 LE0496| CL9538 HILL AZ MK 2                                       1850629.6 |
 LE0496| CL9537 HILL AZ MK                                         1865223.7 |
 LE0496| CL9542 HILL RM 4                            46.716 METERS 20934     |
 LE0496| CL9539 HILL RM 1                            52.090 METERS 21923     |
 LE0496| CL9540 HILL RM 2                            32.726 METERS 32225     |
 LE0496| CL9541 HILL RM 3                            28.355 METERS 32831     |
 LE0496|---------------------------------------------------------------------|
 LE0496
 LE0496                          SUPERSEDED SURVEY CONTROL
 LE0496
 LE0496  NAD 83(1997)-  40 06 37.00795(N)    092 48 50.04078(W) AD(       ) 1
 LE0496  NAD 83(1986)-  40 06 37.00947(N)    092 48 50.04528(W) AD(       ) 1
 LE0496  NAD 27      -  40 06 36.91200(N)    092 48 49.33070(W) AD(       ) 1
 LE0496
 LE0496.Superseded values are not recommended for survey control.
 LE0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0496.See file dsdata.txt to determine how the superseded data were derived.
 LE0496
 LE0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE1586040014(NAD 83)
 LE0496_MARKER: DS = TRIANGULATION STATION DISK
 LE0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0496
 LE0496  HISTORY     - Date     Condition        Report By
 LE0496  HISTORY     - 1934     MONUMENTED       CGS
 LE0496  HISTORY     - 1948     GOOD             CGS
 LE0496  HISTORY     - 1967     GOOD             CGS
 LE0496
 LE0496                          STATION DESCRIPTION
 LE0496
 LE0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0496'THIS STATION IS ABOUT 14 MILES WSW OF KIRKSVILLE, NEAR THE SW CORNER
 LE0496'OF SEC. 4, T 61 N, R 17 W, ON LAND OWNED BY T.H. HILL, WHO LIVES
 LE0496'ABOUT 1/2 MILE S.  MARK IS SET IN THE SW SIDE OF BARN LOT, 13 FEET N
 LE0496'OF E AND W FENCE LINE, 96 FEET E OF GATE IN THE N AND S FENCE
 LE0496'LINE, 116 FEET E OF THE CENTER LINE OF THE ROAD, 26 FEET W OF A
 LE0496'SMALL GROUP OF TREES AT THE EDGE OF GULLY AND PROJECTS 2 INCHES.
 LE0496'
 LE0496'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN THE
 LE0496'TOPS OF CONCRETE CYLINDERS.
 LE0496'
 LE0496'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LE0496'
 LE0496'REFERENCE MARK NO.1 IS SW OF THE STATION, 1 FOOT E OF FENCE LINE,
 LE0496'16 FEET E OF THE CENTER LINE OF THE ROAD, 117 FEET S OF THE SW FENCE
 LE0496'CORNER OF THE LOT.  MARK PROJECTS 10 INCHES.
 LE0496'
 LE0496'REFERENCE MARK NO.2 IS NW OF THE STATION, 1 FOOT E OF THE FENCE LINE,
 LE0496'16 FEET E OF THE CENTER LINE OF ROAD, 75 FEET N OF THE GATE AND
 LE0496'PROJECTS 10 INCHES.
 LE0496'
 LE0496'AZIMUTH MARK IS SSW OF THE STATION, 1 FOOT E OF THE RIGHT-OF-WAY
 LE0496'FENCE, 15 FEET E OF THE CENTER LINE OF THE ROAD, 33 FEET S OF THE
 LE0496'CENTER OF GATE, NEAR THE NW CORNER OF WOODS, AND PROJECTS 10
 LE0496'INCHES.
 LE0496'
 LE0496'TO REACH STATION FROM KIRKSVILLE, GO S ON U.S. HIGHWAY 63 TO POINT
 LE0496'WHERE ROUTE 11 TURNS W, THENCE W ON ROUTE 11 FOR 14.9 MILES TO ROAD
 LE0496'LEADING TO RIGHT AT SCHOOLHOUSE, TURN RIGHT FOR 0.3 MILE TO FORK,
 LE0496'TAKE RIGHT FORK AND PROCEED 1.9 MILES TO STATION.
 LE0496'
 LE0496'A LIGHT 87 FEET ABOVE BARTLETT IS VISIBLE FROM GROUND.
 LE0496'
 LE0496'LIGHTS 87 FEET ABOVE JONES AND LACKEY, AND 100 FEET ABOVE GREENCASTLE
 LE0496'COME INTO VIEW AT 26 FEET ABOVE GROUND.
 LE0496'
 LE0496'A LIGHT 87 FEET ABOVE TAYLOR IS VISIBLE FROM GROUND.
 LE0496
 LE0496                          STATION RECOVERY (1948)
 LE0496
 LE0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 LE0496'STATION MARK WAS FOUND AS DESCRIBED AND WAS IN GOOD
 LE0496'CONDITION.  THE REFERENCE MARKS AND AZIMUTH MARK WERE ON THE
 LE0496'RIGHT-OF-WAY OF A NEW ROAD AND WOULD BE DESTROYED, SO REFERENCE
 LE0496'MARK NO. 3 AND REFERENCE MARK NO. 4 AND A NEW AZIMUTH MARK WERE
 LE0496'ESTABLISHED.
 LE0496'
 LE0496'REFERENCE MARK NO. 3 IS 93.03 FEET NORTHWEST OF THE STATION, 98 FEET
 LE0496'NORTH OF THE EAST WEST FENCE LINE AND 16 FEET EAST OF OLD REFERENCE
 LE0496'MARK NO. 2 AND 17 FEET EAST OF THE PRESENT RIGHT-OF-WAY FENCE LINE.
 LE0496'THE MARK PROJECTS ABOUT 8 INCHES AND THE
 LE0496'DISC IS STAMPED HILL NO 3 1948.
 LE0496'
 LE0496'REFERENCE MARK NO. 4 IS 153.27 FEET SOUTHWEST OF THE STATION
 LE0496'118 FEET SOUTH OF THE EAST-WEST FENCE LINE, 32 FEET EAST OF OLD
 LE0496'REFERENCE MARK NO. 2 AND 33 FEET EAST OF THE PRESENT
 LE0496'RIGHT-OF-WAY FENCE LINE.  THE MARK
 LE0496'PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED HILL NO 4 1948.
 LE0496'
 LE0496'AZIMUTH MARK (1948) IS ABOUT 0.2 MILE SOUTH OF THE STATION, NEAR THE
 LE0496'NORTHWEST CORNER OF THE WOODS, 33 FEET WEST OF A DOUBLE OAK TREE AND
 LE0496'22 FEET EAST OF THE PRESENT RIGHT-OF-WAY FENCE LINE.  THE MARK
 LE0496'PROJECTS ABOUT 6 INCHES AND THE DISC IS
 LE0496'STAMPED HILL 1948.
 LE0496'
 LE0496'THE DESCRIPTION OF HOW TO REACH THE STATION FROM KIRKSVILLE WAS NOT
 LE0496'CHECKED AS THE STATION WAS REACHED FROM NEW BOSTON AS FOLLOWS, GO
 LE0496'WEST ON STATE HIGHWAY 29 FOR 0.45 MILES TO THE JUNCTION OF STATE
 LE0496'HIGHWAYS 129 AND 11, CONTINUE NORTH ON HIGHWAY 129 AND 11 FOR 4.9
 LE0496'MILES TO THE JUNCTION OF THESE HIGHWAYS, THEN NORTH-NORTHEAST ON
 LE0496'HIGHWAY 11 FOR 5.75 MILES TO A SIDE ROAD TO THE LEFT OR WEST AT
 LE0496'A SIGN, LEOFLER 3 MILES.  TURN LEFT AND FOLLOW MAIN ROAD FOR 2.3
 LE0496'MILES (IN A NORTHERLY DIRECTION) TO A GATE AND A RED BARN ON THE
 LE0496'RIGHT AND THE STATION SITE IN THE SOUTHWEST CORNER OF THE LOT.
 LE0496'
 LE0496'THE AZIMUTH MARK MAY BE REACHED BY GOING SOUTH FOR 0.2 MILES TO THE
 LE0496'MARK ON THE LEFT AS DESCRIBED.
 LE0496'
 LE0496'HEIGHT OF LIGHT ABOVE STATION MARK-26.
 LE0496
 LE0496                          STATION RECOVERY (1967)
 LE0496
 LE0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0496'THE STATION, R.M. NO. 3, R.M. NO. 4 AND THE AZIMUTH MARK RECOVERED
 LE0496'AS DESCRIBED IN 1948 AND FOUND IN GOOD CONDITION.
 LE0496'
 LE0496'THE STATION MARK IS ABOUT 115 FEET EAST OF THE CENTERLINE OF THE
 LE0496'ROAD AND 13 FEET NORTH OF THE SOUTH LOT FENCE.  MARK IS FLUSH.
 LE0496'R.M. NO. 3 IS NORTHWEST OF THE STATION AND IS 4 FEET WEST OF A
 LE0496'METAL WITNESS POST THAT WAS SET IN RIGHT OF WAY FENCE LINE.  R.M.
 LE0496'NO. 4 IS IN A PASTURE ABOUT 4 FEET EAST OF FENCE LINE.  THE AZIMUTH
 LE0496'MARK IS IN A PASTURE TO THE SOUTHEAST OF A BOARD GATE AND IS 8 FEET
 LE0496'SOUTHEAST OF A LARGE GATE POST AT SOUTH END OF THE GATE.
 LE0496'
 LE0496'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 11,
 LE0496'ABOUT 3.75 MILES SOUTH OF THE CENTER OF KIRKSVILLE, GO WESTERLY ON
 LE0496'STATE HIGHWAY 11 FOR 15.0 MILES TO JUNCTION WITH COUNTY ROUTE Y,
 LE0496'TURN RIGHT AND GO NORTH ON Y FOR 1.95 MILES TO A BOARD GATE AND
 LE0496'AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.2 MILE TO A BOARD
 LE0496'GATE ON RIGHT LEADING TO A RED BARN AND STATION TO EAST OF GATE.
 LE0496'
 LE0496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 LE0496'WEST-SOUTHWEST OF KIRKSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0753 ***********************************************************************
 GF0753  DESIGNATION -  HILL TOP
 GF0753  PID         -  GF0753
 GF0753  STATE/COUNTY-  MO/TANEY
 GF0753  USGS QUAD   -  DAY (1975)
 GF0753
 GF0753                         *CURRENT SURVEY CONTROL
 GF0753  ___________________________________________________________________
 GF0753* NAD 83(1997)-  36 46 26.87957(N)    093 08 05.06316(W)     ADJUSTED  
 GF0753* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 GF0753  ___________________________________________________________________
 GF0753  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 GF0753  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GF0753
 GF0753  HORZ ORDER  -  SECOND
 GF0753
 GF0753.The horizontal coordinates were established by classical geodetic methods
 GF0753.and adjusted by the National Geodetic Survey in February 2000..
 GF0753
 GF0753.The orthometric height was scaled from a topographic map.
 GF0753
 GF0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0753
 GF0753.The geoid height was determined by GEOID03.
 GF0753
 GF0753;                    North         East     Units Scale Factor Converg.
 GF0753;SPC MO C     -   104,576.470   443,337.521   MT  0.99997287   -0 22 48.0
 GF0753;UTM  15      - 4,069,825.175   487,976.015   MT  0.99960178   -0 04 50.4
 GF0753
 GF0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0753!SPC MO C     -   0.99994204  x   0.99997287  =   0.99991491
 GF0753!UTM  15      -   0.99994204  x   0.99960178  =   0.99954384
 GF0753
 GF0753|---------------------------------------------------------------------|
 GF0753| PID    Reference Object                     Distance      Geod. Az  |
 GF0753|                                                           dddmmss.s |
 GF0753| CI1622 HILL TOP RM 1                        21.795 METERS 05940     |
 GF0753| GF0754 HILL TOP LOOKOUT TOWER               23.278 METERS 06935     |
 GF0753| CI1621 HILL TOP AZ MK                                     1954923.3 |
 GF0753| GF0760 BRANSON RADIO STA KAO 241 MAST      APPROX.20.4 KM 2072538.6 |
 GF0753| GF0769 REEDS SPRING LOOKOUT TOWER          APPROX.18.8 KM 2600755.2 |
 GF0753| CI1623 HILL TOP RM 2                        28.849 METERS 29931     |
 GF0753|---------------------------------------------------------------------|
 GF0753
 GF0753                          SUPERSEDED SURVEY CONTROL
 GF0753
 GF0753  NAD 83(1997)-  36 46 26.88034(N)    093 08 05.06141(W) AD(       ) 2
 GF0753  NAD 83(1997)-  36 46 26.88375(N)    093 08 05.06172(W) AD(       ) 2
 GF0753  NAD 83(1986)-  36 46 26.89069(N)    093 08 05.06003(W) AD(       ) 2
 GF0753  NAD 27      -  36 46 26.67670(N)    093 08 04.41370(W) AD(       ) 2
 GF0753
 GF0753.Superseded values are not recommended for survey control.
 GF0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0753.See file dsdata.txt to determine how the superseded data were derived.
 GF0753
 GF0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8797669825(NAD 83)
 GF0753_MARKER: DS = TRIANGULATION STATION DISK
 GF0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0753
 GF0753  HISTORY     - Date     Condition        Report By
 GF0753  HISTORY     - 1961     MONUMENTED       CGS
 GF0753
 GF0753                          STATION DESCRIPTION
 GF0753
 GF0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0753'ABOUT 6-1/4 MILES NORTH OF FORSYTH, 5 MILES NORTHEAST OF WALNUT
 GF0753'SHADE, ON THE EAST SIDE OF SEC. 6, T 24 N, R 20 W., AND ON
 GF0753'PROPERTY OWNED BY THE MISSOURI CONSERVATION COMMISION AND
 GF0753'AT THE SITE OF THE HILL TOP LOOKOUT TOWER.  IT IS 45 FEET
 GF0753'SOUTH OF A SIGN HILL TOP LOOKOUT TOWER, 56 FEET SOUTHWEST OF
 GF0753'THE CENTERLINE OF COUNTY ROUTE H, 33 FEET EAST OF A WITNESS
 GF0753'POST AND 65 FEET SOUTHWEST OF THE SOUTHWEST LEG OF A LOOKOUT
 GF0753'TOWER.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GF0753'HILL TOP 1961.
 GF0753'
 GF0753'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF WALNUT SHADE,
 GF0753'GO SOUTH AND EAST ON STATE HIGHWAY 148 FOR 2.05 MILES TO THE
 GF0753'JUNCTION WITH STATE HIGHWAY 76.  CONTINUE EASTERLY ON STATE
 GF0753'HIGHWAYS 76 AND 148 FOR 3.35 MILES TO THE JUNCTION WITH COUNTY
 GF0753'ROUTE H.  TURN SHARP LEFT AND GO NORTH ON COUNTY ROUTE H FOR
 GF0753'3.35 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GF0753'NORTH-NORTHEAST ON COUNTY ROUTE H FOR 0.6 MILE TO THE STATION
 GF0753'ON THE RIGHT.
 GF0753'
 GF0753'REFERENCE MARK 1 IS CEMENTED IN A DRILL HOLE IN A CONCRETE
 GF0753'FOUNDATION OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND
 GF0753'PROJECTING ABOUT 12 INCHES.  THE MONUMENT IS STAMPED HILL TOP
 GF0753'NO 1 1961.
 GF0753'
 GF0753'REFERENCE MARK 2 IS 64 FEET NORTHWEST OF THE WITNESS POST, 30
 GF0753'FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROUTE H AND 1 FOOT
 GF0753'SOUTHEAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES
 GF0753'AND THE DISK IS STAMPED HILL TOP NO 1 1961.
 GF0753'
 GF0753'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF COUNTY
 GF0753'ROUTE H, 3 FEET NORTHWEST OF A WITNESS POST AND 17 FEET SOUTH
 GF0753'OF A 30 INCH OAK TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 GF0753'DISK IS STAMPED HILL TOP 1961.
 GF0753'
 GF0753'NO MEASUREMENT BETWEEN RM-S, DUE TO A TREE IN LINE.
 GF0753'
 GF0753'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0754 ***********************************************************************
 GF0754  DESIGNATION -  HILL TOP LOOKOUT TOWER
 GF0754  PID         -  GF0754
 GF0754  STATE/COUNTY-  MO/TANEY
 GF0754  USGS QUAD   -  DAY (1975)
 GF0754
 GF0754                         *CURRENT SURVEY CONTROL
 GF0754  ___________________________________________________________________
 GF0754* NAD 83(1997)-  36 46 27.14298(N)    093 08 04.18345(W)     ADJUSTED  
 GF0754* NAVD 88     -                                                        
 GF0754  ___________________________________________________________________
 GF0754  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 GF0754  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GF0754
 GF0754  HORZ ORDER  -  THIRD
 GF0754
 GF0754.The horizontal coordinates were established by classical geodetic methods
 GF0754.and adjusted by the National Geodetic Survey in February 2000..
 GF0754
 GF0754
 GF0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0754
 GF0754.The geoid height was determined by GEOID03.
 GF0754
 GF0754;                    North         East     Units Scale Factor Converg.
 GF0754;SPC MO C     -   104,584.445   443,359.389   MT  0.99997284   -0 22 47.5
 GF0754;UTM  15      - 4,069,833.261   487,997.833   MT  0.99960177   -0 04 49.9
 GF0754
 GF0754                          SUPERSEDED SURVEY CONTROL
 GF0754
 GF0754  NAD 83(1997)-  36 46 27.14375(N)    093 08 04.18171(W) AD(       ) 4
 GF0754  NAD 83(1997)-  36 46 27.14716(N)    093 08 04.18202(W) AD(       ) 4
 GF0754  NAD 83(1986)-  36 46 27.15446(N)    093 08 04.18049(W) AD(       ) 4
 GF0754  NAD 27      -  36 46 26.94000(N)    093 08 03.53400(W) AD(       ) 3
 GF0754
 GF0754.Superseded values are not recommended for survey control.
 GF0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0754.See file dsdata.txt to determine how the superseded data were derived.
 GF0754
 GF0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8799869833(NAD 83)
 GF0754_MARKER: 57 = LOOKOUT TOWER
 GF0754
 GF0754  HISTORY     - Date     Condition        Report By
 GF0754  HISTORY     - 1961     FIRST OBSERVED   CGS
 GF0754
 GF0754                          STATION DESCRIPTION
 GF0754
 GF0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0754'THE STATION IS THE CENTER OF THE TOP OF THE LOOKOUT TOWER,
 GF0754'LOCATED ABOUT 6-1/4 MILES NORTH OF FORSYTH.  IT IS A FOUR
 GF0754'LEGGED WOOD STRUCTURE WITH A OBSERVATION ROOM AT THE TOP.
 GF0754'THE OVERALL HEIGHT IS ABOUT 70 FEET.
 GF0754'
 GF0754'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF WALNUT SHADE,
 GF0754'GO SOUTH AND EASTERLY ON STATE HIGHWAY 148 FOR 2.05 MILES TO
 GF0754'THE JUNCTION WITH STATE HIGHWAY 76.  CONTINUE EASTERLY ON
 GF0754'STATE HIGHWAY 76 AND 148 FOR 3.35 MILES TO THE JUNCTION
 GF0754'WITH COUNTY ROUTE H.  TURN SHARP LEFT AND GO NORTH
 GF0754'ON COUNTY ROUTE H FOR 4.0 MILES TO THE LOOKOUT TOWER ON THE
 GF0754'RIGHT.
 GF0754'
 GF0754'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GF0754'HILL TOP, THE DISTANCE BEING 76.37 FEET AND 23.278 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1674 ***********************************************************************
 JC1674  DESIGNATION -  HILLSBORO
 JC1674  PID         -  JC1674
 JC1674  STATE/COUNTY-  MO/JEFFERSON
 JC1674  USGS QUAD   -  DE SOTO (1981)
 JC1674
 JC1674                         *CURRENT SURVEY CONTROL
 JC1674  ___________________________________________________________________
 JC1674* NAD 83(1997)-  38 13 29.89489(N)    090 35 11.28490(W)     ADJUSTED  
 JC1674* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 JC1674  ___________________________________________________________________
 JC1674  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 JC1674  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JC1674
 JC1674  HORZ ORDER  -  SECOND
 JC1674
 JC1674.The horizontal coordinates were established by classical geodetic methods
 JC1674.and adjusted by the National Geodetic Survey in February 2000..
 JC1674
 JC1674.The orthometric height was scaled from a topographic map.
 JC1674
 JC1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1674
 JC1674.The geoid height was determined by GEOID03.
 JC1674
 JC1674;                    North         East     Units Scale Factor Converg.
 JC1674;SPC MO E     -   265,405.544   242,429.064   MT  0.99993404   -0 03 12.6
 JC1674;UTM  15      - 4,233,530.664   711,267.464   MT  1.00014973   +1 29 38.1
 JC1674
 JC1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1674!SPC MO E     -   0.99996410  x   0.99993404  =   0.99989814
 JC1674!UTM  15      -   0.99996410  x   1.00014973  =   1.00011382
 JC1674
 JC1674:                Primary Azimuth Mark                     Grid Az
 JC1674:SPC MO E     -  SUNRIDGE LOOKOUT TOWER                   022 39 47.6
 JC1674:UTM  15      -  SUNRIDGE LOOKOUT TOWER                   021 06 56.9
 JC1674
 JC1674|---------------------------------------------------------------------|
 JC1674| PID    Reference Object                     Distance      Geod. Az  |
 JC1674|                                                           dddmmss.s |
 JC1674| JC1667 SUNRIDGE LOOKOUT TOWER              APPROX.12.6 KM 0223635.0 |
 JC1674| JC1675 HILLSBORO 2                          10.483 METERS 06011     |
 JC1674| JC1673 HILLSBORO MUNICIPAL TANK            APPROX. 2.7 KM 0601135.9 |
 JC1674| JC1672 HILLSBORO GRADE SCHOOL CHIMNEY      APPROX. 2.6 KM 0603758.3 |
 JC1674| CI3829 HILLSBORO 2 RM 3                                   09856     |
 JC1674| CI3827 HILLSBORO RM 1                       19.368 METERS 13605     |
 JC1674| CI3826 HILLSBORO AZ MK                                    2132621.7 |
 JC1674| CI3828 HILLSBORO RM 2                       19.122 METERS 22349     |
 JC1674|---------------------------------------------------------------------|
 JC1674
 JC1674                          SUPERSEDED SURVEY CONTROL
 JC1674
 JC1674  NAD 83(1997)-  38 13 29.89779(N)    090 35 11.28476(W) AD(       ) 2
 JC1674  NAD 83(1986)-  38 13 29.90950(N)    090 35 11.28282(W) AD(       ) 2
 JC1674  NAD 27      -  38 13 29.71300(N)    090 35 10.82200(W) AD(       ) 2
 JC1674
 JC1674.Superseded values are not recommended for survey control.
 JC1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1674.See file dsdata.txt to determine how the superseded data were derived.
 JC1674
 JC1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1126733531(NAD 83)
 JC1674_MARKER: DS = TRIANGULATION STATION DISK
 JC1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1674
 JC1674  HISTORY     - Date     Condition        Report By
 JC1674  HISTORY     - 1956     MONUMENTED       CGS
 JC1674  HISTORY     - 1962     GOOD             CGS
 JC1674
 JC1674                          STATION DESCRIPTION
 JC1674
 JC1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1674'STATION IS LOCATED, AIRLINE, ABOUT 1-1/2 MILES SOUTHWEST OF
 JC1674'HILLSBORO, ON THE NORTH SIDE OF COUNTY ROUTE B AND IN A CULTIVATED
 JC1674'FIELD OWNED BY WILLIAM LEUTZINGER WHO LIVES 0.2 MILE NORTHWEST OF
 JC1674'THE STATION.
 JC1674'
 JC1674'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF STATE HIGHWAY
 JC1674'21 AND COUNTY ROUTE BB IN HILLSBORO, GO SOUTHWESTERLY ON STATE
 JC1674'HIGHWAY 21 FOR 0.8 MILE TO COUNTY ROUTE B ON THE RIGHT, TURN RIGHT
 JC1674'ON B AND GO 0.9 MILE TO THE STATION ON THE RIGHT.
 JC1674'
 JC1674'STATION MARK, STAMPED HILLSBORO 1956 IS A STANDARD DISK SET IN THE
 JC1674'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND 12 INCHES
 JC1674'BELOW THE SURFACE OF THE GROUND.  IT IS 40.0 FEET NORTH OF THE
 JC1674'CENTERLINE OF THE ROAD AND 19.0 FEET NORTH OF A WITNESS POST.
 JC1674'
 JC1674'REFERENCE MARK NUMBER 1, STAMPED HILLSBORO NO 1 1956, IS A STANDARD
 JC1674'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 JC1674'6 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.  IT IS 6
 JC1674'INCHES NORTH OF A FENCE LINE.
 JC1674'
 JC1674'REFERENCE MARK NUMBER 2, STAMPED HILLSBORO NO 2 1956, IS A STANDARD
 JC1674'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 JC1674'3 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS ACROSS
 JC1674'THE ROAD FROM THE STATION AND 12 INCHES SOUTH OF A FENCE LINE.
 JC1674'
 JC1674'AZIMUTH MARK, STAMPED HILLSBORO 1956, IS A STANDARD DISK SET IN
 JC1674'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 JC1674'TO REACH FROM THE STATION, GO WEST FOR 100 YARDS, TURN LEFT
 JC1674'THROUGH A GATE AND GO SOUTHERLY FOR 0.2 MILE TO THE HIGHEST POINT
 JC1674'OF PASTURE LAND AND THE AZIMUTH MARK IN THE FENCE LINE.
 JC1674'
 JC1674'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JC1674
 JC1674                          STATION RECOVERY (1962)
 JC1674
 JC1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 JC1674'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JC1674'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY THE STATION
 JC1674'AND THE REFERENCE MARK NO. 1.  A NEW STATION, HILLSBORO 2 AND
 JC1674'REFERENCE MARK NO. 3 WERE ESTABLISHED AND THE OLD SURFACE STATION
 JC1674'MARK WAS DESTROYED.  FOR DETAILS, SEE THE DESCRIPTION OF
 JC1674'HILLSBORO 2, WHICH WAS MOVED ON LINE FROM THE OLD STATION TOWARD
 JC1674'THE HILLSBORO, MUNI. WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1675 ***********************************************************************
 JC1675  DESIGNATION -  HILLSBORO 2
 JC1675  PID         -  JC1675
 JC1675  STATE/COUNTY-  MO/JEFFERSON
 JC1675  USGS QUAD   -  DE SOTO (1981)
 JC1675
 JC1675                         *CURRENT SURVEY CONTROL
 JC1675  ___________________________________________________________________
 JC1675* NAD 83(1997)-  38 13 30.06390(N)    090 35 10.91093(W)     ADJUSTED  
 JC1675* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 JC1675  ___________________________________________________________________
 JC1675  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 JC1675  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JC1675
 JC1675  HORZ ORDER  -  SECOND
 JC1675
 JC1675.The horizontal coordinates were established by classical geodetic methods
 JC1675.and adjusted by the National Geodetic Survey in February 2000..
 JC1675
 JC1675.The orthometric height was scaled from a topographic map.
 JC1675
 JC1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1675
 JC1675.The geoid height was determined by GEOID03.
 JC1675
 JC1675;                    North         East     Units Scale Factor Converg.
 JC1675;SPC MO E     -   265,410.746   242,438.165   MT  0.99993404   -0 03 12.4
 JC1675;UTM  15      - 4,233,536.112   711,276.423   MT  1.00014977   +1 29 38.4
 JC1675
 JC1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1675!SPC MO E     -   0.99996410  x   0.99993404  =   0.99989814
 JC1675!UTM  15      -   0.99996410  x   1.00014977  =   1.00011386
 JC1675
 JC1675:                Primary Azimuth Mark                     Grid Az
 JC1675:SPC MO E     -  SUNRIDGE LOOKOUT TOWER                   022 38 02.7
 JC1675:UTM  15      -  SUNRIDGE LOOKOUT TOWER                   021 05 11.9
 JC1675
 JC1675|---------------------------------------------------------------------|
 JC1675| PID    Reference Object                     Distance      Geod. Az  |
 JC1675|                                                           dddmmss.s |
 JC1675| JC1667 SUNRIDGE LOOKOUT TOWER              APPROX.12.6 KM 0223450.3 |
 JC1675| JC1673 HILLSBORO MUNICIPAL TANK            APPROX. 2.6 KM 0601136.1 |
 JC1675| CI3829 HILLSBORO 2 RM 3                     22.214 METERS 11606     |
 JC1675| CI3826 HILLSBORO AZ MK                                    2142302.9 |
 JC1675| CI3828 HILLSBORO RM 2                       29.322 METERS 22937     |
 JC1675| JC1674 HILLSBORO                            10.483 METERS 24011     |
 JC1675|---------------------------------------------------------------------|
 JC1675
 JC1675                          SUPERSEDED SURVEY CONTROL
 JC1675
 JC1675  NAD 83(1997)-  38 13 30.06679(N)    090 35 10.91079(W) AD(       ) 2
 JC1675  NAD 83(1986)-  38 13 30.07851(N)    090 35 10.90886(W) AD(       ) 2
 JC1675  NAD 27      -  38 13 29.88200(N)    090 35 10.44800(W) AD(       ) 2
 JC1675
 JC1675.Superseded values are not recommended for survey control.
 JC1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1675.See file dsdata.txt to determine how the superseded data were derived.
 JC1675
 JC1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1127633536(NAD 83)
 JC1675_MARKER: DS = TRIANGULATION STATION DISK
 JC1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1675_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1675+STABILITY: SURFACE MOTION
 JC1675
 JC1675  HISTORY     - Date     Condition        Report By
 JC1675  HISTORY     - 1962     MONUMENTED       CGS
 JC1675
 JC1675                          STATION DESCRIPTION
 JC1675
 JC1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 JC1675'STATION IS LOCATED ABOUT 1 AND 1/2 MILES SOUTHWEST OF THE TOWN OF
 JC1675'HILLSBORO ALONG THE NORTH RIGHT-OF-WAY OF COUNTY ROAD B, 46 FEET
 JC1675'NORTH OF THE CENTERLINE OF COUNTY ROAD B, 40 FEET WEST OF THE WEST
 JC1675'BRACED POST IN A FENCELINE, 4.5 FEET SOUTH OF THE NORTH
 JC1675'RIGHT-OF-WAY FENCE, AND 4 FEET SOUTH OF A NEW STEEL WITNESS POST.
 JC1675'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HILLSBORO
 JC1675'2 1962.
 JC1675'
 JC1675'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND
 JC1675'COUNTY ROUTE BB IN THE TOWN OF HILLSBORO, GO SOUTH-SOUTHWEST ON
 JC1675'STATE HIGHWAY 21 FOR 0.8 MILE TO THE JUNCTION OF COUNTY ROAD B.
 JC1675'TURN RIGHT AND GO WEST ON COUNTY ROAD B FOR 0.9 MILE TO THE
 JC1675'STATION ON THE RIGHT AS DESCRIBED.
 JC1675'
 JC1675'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 51 FEET SOUTH OF
 JC1675'THE CENTER OF COUNTY ROAD B, AND 1 FOOT SOUTH OF A FENCE AND A
 JC1675'ROW OF EVERGREEN TREES.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JC1675'IS STAMPED HILLSBORO NO 2 1956.
 JC1675'
 JC1675'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 49 FEET NORTH OF THE
 JC1675'CENTER OF COUNTY ROAD B, AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 JC1675'PROJECTS 6 INCHES AND THE DISK IS STAMPED HILLSBORO 2 NO 3 1962.
 JC1675'
 JC1675'AZIMUTH MARK IS 0.25 MILE SOUTH-SOUTHWEST OF THE STATION, SET JUST
 JC1675'EAST OF A FENCELINE THAT DIVIDES A PASTURE ON THE EAST FROM A WOODED
 JC1675'AREA ON THE WEST, AND ON CREST OF A RIDGE.  THE MARK PROJECTS 2
 JC1675'INCHES AND THE DISK IS STAMPED HILLSBORO 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1672 ***********************************************************************
 JC1672  DESIGNATION -  HILLSBORO GRADE SCHOOL CHIMNEY
 JC1672  PID         -  JC1672
 JC1672  STATE/COUNTY-  MO/JEFFERSON
 JC1672  USGS QUAD   -  DE SOTO (1981)
 JC1672
 JC1672                         *CURRENT SURVEY CONTROL
 JC1672  ___________________________________________________________________
 JC1672* NAD 83(1997)-  38 14 10.84514(N)    090 33 38.99690(W)     ADJUSTED  
 JC1672* NAVD 88     -                                                        
 JC1672  ___________________________________________________________________
 JC1672  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 JC1672  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 JC1672
 JC1672  HORZ ORDER  -  THIRD
 JC1672
 JC1672.The horizontal coordinates were established by classical geodetic methods
 JC1672.and adjusted by the National Geodetic Survey in February 2000..
 JC1672
 JC1672
 JC1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1672
 JC1672.The geoid height was determined by GEOID03.
 JC1672
 JC1672;                    North         East     Units Scale Factor Converg.
 JC1672;SPC MO E     -   266,666.317   244,674.483   MT  0.99993368   -0 02 15.5
 JC1672;UTM  15      - 4,234,851.915   713,478.503   MT  1.00016129   +1 30 36.7
 JC1672
 JC1672                          SUPERSEDED SURVEY CONTROL
 JC1672
 JC1672  NAD 83(1997)-  38 14 10.84804(N)    090 33 38.99634(W) AD(       ) 4
 JC1672  NAD 83(1986)-  38 14 10.86026(N)    090 33 38.99441(W) AD(       ) 4
 JC1672  NAD 27      -  38 14 10.66300(N)    090 33 38.53800(W) AD(       ) 3
 JC1672
 JC1672.Superseded values are not recommended for survey control.
 JC1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1672.See file dsdata.txt to determine how the superseded data were derived.
 JC1672
 JC1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1347934852(NAD 83)
 JC1672_MARKER: 85 = CHIMNEY
 JC1672
 JC1672  HISTORY     - Date     Condition        Report By
 JC1672  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1672
 JC1672                          STATION DESCRIPTION
 JC1672
 JC1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1672'STATION IS LOCATED IN HILLSBORO ON THE EAST SIDE OF STATE
 JC1672'HIGHWAY 21.  IT IS A RED BRICK CHIMNEY LOCATED AT THE CENTER
 JC1672'OF THE SOUTH SIDE OF THE RED, BRICK BUILDING.  THE TOP OF
 JC1672'THE CHIMNEY IS ABOUT 15 FEET ABOVE THE ROOF OF THE BUILDING
 JC1672'AND WAS THE POINT OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1673 ***********************************************************************
 JC1673  DESIGNATION -  HILLSBORO MUNICIPAL TANK
 JC1673  PID         -  JC1673
 JC1673  STATE/COUNTY-  MO/JEFFERSON
 JC1673  USGS QUAD   -  DE SOTO (1981)
 JC1673
 JC1673                         *CURRENT SURVEY CONTROL
 JC1673  ___________________________________________________________________
 JC1673* NAD 83(1997)-  38 14 12.74473(N)    090 33 36.42510(W)     ADJUSTED  
 JC1673* NAVD 88     -                                                        
 JC1673  ___________________________________________________________________
 JC1673  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 JC1673  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 JC1673
 JC1673  HORZ ORDER  -  THIRD
 JC1673
 JC1673.The horizontal coordinates were established by classical geodetic methods
 JC1673.and adjusted by the National Geodetic Survey in February 2000..
 JC1673
 JC1673
 JC1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1673
 JC1673.The geoid height was determined by GEOID03.
 JC1673
 JC1673;                    North         East     Units Scale Factor Converg.
 JC1673;SPC MO E     -   266,724.844   244,737.061   MT  0.99993367   -0 02 13.9
 JC1673;UTM  15      - 4,234,912.124   713,539.491   MT  1.00016161   +1 30 38.3
 JC1673
 JC1673                          SUPERSEDED SURVEY CONTROL
 JC1673
 JC1673  NAD 83(1997)-  38 14 12.74763(N)    090 33 36.42460(W) AD(       ) 4
 JC1673  NAD 83(1986)-  38 14 12.75949(N)    090 33 36.42368(W) AD(       ) 4
 JC1673  NAD 27      -  38 14 12.56100(N)    090 33 35.96700(W) AD(       ) 3
 JC1673
 JC1673.Superseded values are not recommended for survey control.
 JC1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1673.See file dsdata.txt to determine how the superseded data were derived.
 JC1673
 JC1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1353934912(NAD 83)
 JC1673_MARKER: 53 = ELEVATED TANK
 JC1673
 JC1673  HISTORY     - Date     Condition        Report By
 JC1673  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1673
 JC1673                          STATION DESCRIPTION
 JC1673
 JC1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1673'STATION IS LOCATED IN HILLSBORO ON THE EAST SIDE OF STATE
 JC1673'HIGHWAY 21.  IT IS A TALL, SILVER COLORED, METAL TANK THAT
 JC1673'IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.  THE TOP OF
 JC1673'THE TANK IS ABOUT 100 FEET IN HEIGHT AND WAS THE POINT OF
 JC1673'INTERSECTION.  HILLSBORO IN LARGE BLACK LETTERS, IS PAINTED
 JC1673'ON THE WEST SIDE OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0780 ***********************************************************************
 HC0780  DESIGNATION -  HIMONT
 HC0780  PID         -  HC0780
 HC0780  STATE/COUNTY-  MO/SHANNON
 HC0780  USGS QUAD   -  MIDRIDGE (1985)
 HC0780
 HC0780                         *CURRENT SURVEY CONTROL
 HC0780  ___________________________________________________________________
 HC0780* NAD 83(1997)-  37 18 34.90766(N)    091 14 41.88637(W)     ADJUSTED  
 HC0780* NAVD 88     -       371.36   (+/-2cm)    1218.4    (feet)  VERTCON   
 HC0780  ___________________________________________________________________
 HC0780  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 HC0780  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HC0780
 HC0780  HORZ ORDER  -  SECOND
 HC0780  VERT ORDER  -  THIRD ? (See Below)
 HC0780
 HC0780.The horizontal coordinates were established by classical geodetic methods
 HC0780.and adjusted by the National Geodetic Survey in February 2000..
 HC0780
 HC0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0780.The vertical order pertains to the NGVD 29 superseded value.
 HC0780
 HC0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0780
 HC0780.The geoid height was determined by GEOID03.
 HC0780
 HC0780;                    North         East     Units Scale Factor Converg.
 HC0780;SPC MO E     -   164,080.811   183,962.925   MT  0.99998703   -0 27 05.6
 HC0780;UTM  15      - 4,130,672.945   655,526.714   MT  0.99989796   +1 03 50.3
 HC0780
 HC0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0780!SPC MO E     -   0.99994644  x   0.99998703  =   0.99993347
 HC0780!UTM  15      -   0.99994644  x   0.99989796  =   0.99984441
 HC0780
 HC0780|---------------------------------------------------------------------|
 HC0780| PID    Reference Object                     Distance      Geod. Az  |
 HC0780|                                                           dddmmss.s |
 HC0780| CN6428 HIMONT RM 1                          27.277 METERS 08120     |
 HC0780| HC0779 HIMONT LOOKOUT TOWER                 17.890 METERS 09524     |
 HC0780| HC0795 COOT                                APPROX.15.2 KM 1821156.2 |
 HC0780| CN6429 HIMONT RM 2                          27.502 METERS 20239     |
 HC0780| CN6430 HIMONT RM 3                         196.414 METERS 31827     |
 HC0780|---------------------------------------------------------------------|
 HC0780
 HC0780                          SUPERSEDED SURVEY CONTROL
 HC0780
 HC0780  NAD 83(1986)-  37 18 34.91935(N)    091 14 41.88513(W) AD(       ) 2
 HC0780  NAD 27      -  37 18 34.75210(N)    091 14 41.40970(W) AD(       ) 2
 HC0780  NGVD 29 (07/19/86)  371.29   (m)         1218.1    (f) LEVELING    3  
 HC0780
 HC0780.Superseded values are not recommended for survey control.
 HC0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0780.See file dsdata.txt to determine how the superseded data were derived.
 HC0780
 HC0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB5552730673(NAD 83)
 HC0780_MARKER: DD = SURVEY DISK
 HC0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0780
 HC0780  HISTORY     - Date     Condition        Report By
 HC0780  HISTORY     - 1962     MONUMENTED       CGS
 HC0780
 HC0780                          STATION DESCRIPTION
 HC0780
 HC0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0780'STATION IS ABOUT 13 MILES NORTHEAST OF EMINENCE, 10-1/2 MILES
 HC0780'SOUTH OF BUNKER, IN THE NW 1/4 OF SEC. 11, T-30-N, R-3-W, AND
 HC0780'ON STATE OWNED PROPERTY.  IT IS 59 FEET SOUTHEAST OF THE
 HC0780'INTERSECTION OF A GRAVELED ROAD AND A DRIVEWAY LEADING TO THE
 HC0780'HIMONT LOOKOUT TOWER, 50 FEET WEST OF THE NORTHWEST LEG OF THE
 HC0780'TOWER, 32 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD
 HC0780'AND 18 FEET NORTHWEST OF A SIGN HIMONT LOOKOUT TOWER.  THE
 HC0780'MONUMENT IS FLUSH AND THE DISK IS STAMPED HIMONT 1962.
 HC0780'
 HC0780'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72
 HC0780'AND COUNTY ROAD P ABOUT 3-1/2 MILES SOUTHEAST OF BUNKER, GO
 HC0780'SOUTHERLY ON ROAD P FOR 2.45 MILES TO A ROAD FORK.  TAKE THE
 HC0780'LEFT FORK AND GO SOUTH ON THE GRAVELED ROAD FOR 0.35 MILE TO A
 HC0780'ROAD FORK.  KEEP RIGHT AND GO SOUTHERLY ON THE MAIN ROAD FOR
 HC0780'3.65 MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTHERLY ON THE
 HC0780'MAIN ROAD FOR 1.1 MILES TO A REVERSE FORK LEFT.  CONTINUE
 HC0780'SOUTHWEST ON THE ROAD FOR 2.3 MILES TO A SIDE ROAD LEFT (JUST
 HC0780'AFTER PASSING AN OLD SAWMILL ON THE LEFT).  TURN LEFT AND GO
 HC0780'SOUTHEAST ON THE GRAVELED ROAD FOR 0.65 MILE TO THE STATION
 HC0780'ON THE LEFT AT THE HIMONT LOOKOUT TOWER.
 HC0780'
 HC0780'REFERENCE MARK 1 IS 22 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 HC0780'LOOKOUT TOWER, 9 FEET SOUTH OF A ROCK WALK-WAY AND 6 FEET NORTH
 HC0780'OF A 10 INCH OAK TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 HC0780'DISK IS STAMPED HIMONT NO 1 1962.
 HC0780'
 HC0780'REFERENCE MARK 2 IS 21 FEET EAST OF THE CENTERLINE OF THE ROAD,
 HC0780'19 FEET NORTH OF AN 8 INCH PINE TREE AND 1 FOOT SOUTHWEST OF A
 HC0780'WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 HC0780'STAMPED HIMONT NO 2 1962.
 HC0780'
 HC0780'REFERENCE MARK 3 IS 21 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HC0780'ROAD, 5 FEET EAST OF A WITNESS POST AND 3 FEET SOUTH OF AN 8
 HC0780'INCH PINE TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 HC0780'IS STAMPED HIMONT NO 3 1962.
 HC0780'
 HC0780'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1062 ***********************************************************************
 KD1062  DESIGNATION -  HINTON
 KD1062  PID         -  KD1062
 KD1062  STATE/COUNTY-  MO/BOONE
 KD1062  USGS QUAD   -  BROWNS (1981)
 KD1062
 KD1062                         *CURRENT SURVEY CONTROL
 KD1062  ___________________________________________________________________
 KD1062* NAD 83(1997)-  39 03 50.99741(N)    092 20 32.98860(W)     ADJUSTED  
 KD1062* NAVD 88     -       246.8    (meters)     810.     (feet)  VERTCON   
 KD1062  ___________________________________________________________________
 KD1062  X           -    -202,688.986 (meters)                     COMP
 KD1062  Y           -  -4,954,863.544 (meters)                     COMP
 KD1062  Z           -   3,997,985.379 (meters)                     COMP
 KD1062  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 KD1062  ELLIP HEIGHT-         214.07  (meters)          (02/17/00) GPS OBS
 KD1062  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KD1062
 KD1062  HORZ ORDER  -  FIRST
 KD1062  ELLP ORDER  -  FOURTH    CLASS I
 KD1062
 KD1062.The horizontal coordinates were established by GPS observations
 KD1062.and adjusted by the National Geodetic Survey in February 2000..
 KD1062
 KD1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1062
 KD1062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1062
 KD1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1062
 KD1062.The ellipsoidal height was determined by GPS observations
 KD1062.and is referenced to NAD 83.
 KD1062
 KD1062.The geoid height was determined by GEOID03.
 KD1062
 KD1062;                    North         East     Units Scale Factor Converg.
 KD1062;SPC MO C     -   358,565.578   513,630.696   MT  0.99993562   +0 05 57.3
 KD1062;UTM  15      - 4,324,102.876   556,883.153   MT  0.99963984   +0 24 51.7
 KD1062
 KD1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1062!SPC MO C     -   0.99996641  x   0.99993562  =   0.99990204
 KD1062!UTM  15      -   0.99996641  x   0.99963984  =   0.99960627
 KD1062
 KD1062|---------------------------------------------------------------------|
 KD1062| PID    Reference Object                     Distance      Geod. Az  |
 KD1062|                                                           dddmmss.s |
 KD1062| CL9549 HINTON RM 1                          41.736 METERS 05924     |
 KD1062| JD2502 COLUMBIA MUN PWR PLT TALL STK       APPROX.11.2 KM 1684056.5 |
 KD1062| JD2509 COLUMBIA MUNICIPAL TANK             APPROX.12.3 KM 1780534.3 |
 KD1062| CL9550 HINTON RM 2                          37.207 METERS 19518     |
 KD1062| CL9548 HINTON AZ MK                                       2273604.0 |
 KD1062|---------------------------------------------------------------------|
 KD1062
 KD1062                          SUPERSEDED SURVEY CONTROL
 KD1062
 KD1062  NAD 83(1986)-  39 03 51.00605(N)    092 20 32.99231(W) AD(       ) 1
 KD1062  NAD 83(1986)-  39 03 51.00605(N)    092 20 32.99231(W) AD(       ) 2
 KD1062  NAD 27      -  39 03 50.85870(N)    092 20 32.33800(W) AD(       ) 2
 KD1062  NGVD 29 (09/27/93)  246.7    (m)          809.     (f) GPS OBS        
 KD1062
 KD1062.Superseded values are not recommended for survey control.
 KD1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1062.See file dsdata.txt to determine how the superseded data were derived.
 KD1062
 KD1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5688324103(NAD 83)
 KD1062_MARKER: DH = HORIZONTAL CONTROL DISK
 KD1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1062_SP_SET: CONCRETE POST
 KD1062_STAMPING: HINTON 1949 1973
 KD1062_MARK LOGO: CGS   
 KD1062_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1062+STABILITY: SURFACE MOTION
 KD1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1062+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 KD1062
 KD1062  HISTORY     - Date     Condition        Report By
 KD1062  HISTORY     - 1949     MONUMENTED       CGS
 KD1062  HISTORY     - 1949     GOOD             CGS
 KD1062  HISTORY     - 1965     GOOD             CGS
 KD1062  HISTORY     - 1967     GOOD             CGS
 KD1062  HISTORY     - 1972     MARK NOT FOUND   MSHD
 KD1062  HISTORY     - 1973     SEE DESCRIPTION  NGS
 KD1062  HISTORY     - 1988     GOOD             USPSQD
 KD1062  HISTORY     - 19920303 GOOD             MODNR
 KD1062  HISTORY     - 20060207 GOOD             AIRDAT
 KD1062
 KD1062                          STATION DESCRIPTION
 KD1062
 KD1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1062'THE STATION IS LOCATED ABOUT 8.0 MILES NORTH-NORTHWEST OF
 KD1062'COLUMBIA, 0.85 MILE NORTH OF THE VILLAGE OF HINTON AND ALONG
 KD1062'THE WEST SIDE OF HIGHWAY 63.  IT IS 82 FEET NORTH OF A POWERLINE
 KD1062'WITH A TRIANGLE BLAZE. 51 FEET WEST OF THE CENTERLINE OF THE
 KD1062'HIGHWAY, 15 FEET EAST OF A FENCE AND 2.5 FEET SOUTHEAST OF A
 KD1062'WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 KD1062'GROUND AND THE DISK IS STAMPED HINTON 1949.
 KD1062'
 KD1062'REFERENCE MARK NO.1 IS NORTHEAST OF THE STATION, 29 FEET EAST
 KD1062'OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTHEAST OF A
 KD1062'TELEPHONE POLE AND 1 FOOT WEST OF THE FENCE.  THE MARK IS
 KD1062'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KD1062'HINTON NO1 1949.
 KD1062'
 KD1062'REFERENCE MARK NO.2 IS SOUTH-SOUTHWEST OF THE STATION, 40.5
 KD1062'FEET SOUTH-SOUTHWEST OF A POWERLINE POLE WITH TRIANGLE BLAZE,
 KD1062'34 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST
 KD1062'OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 KD1062'GROUND AND THE DISK IS STAMPED HINTON NO2 1949.
 KD1062'
 KD1062'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHWEST OF THE STATION,
 KD1062'19 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 2 FEET EAST
 KD1062'OF A WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.  THE MARK
 KD1062'PROJECTS 4 INCHES AND THE DISK IS STAMPED HINTON 1949.
 KD1062'
 KD1062'TO REACH FROM THE JUNCTION OF HIGHWAYS 63 AND 40 IN THE
 KD1062'NORTHWESTERLY EDGE OF COLUMBIA, GO NORTH ON HIGHWAY 63 FOR
 KD1062'6.5 MILES TO THE VILLAGE OF HINTON, CONTINUE ON HIGHWAY 63
 KD1062'FOR 0.85 MILE TO THE STATION ON THE LEFT AT A POWERLINE
 KD1062'POLE WITH A TRIANGLE BLAZE.
 KD1062'
 KD1062'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 KD1062'HIGHWAY 63 FOR 0.15 MILE TO A T ROAD RIGHT, TURN RIGHT
 KD1062'(WEST) 0.1 MILE TO THE MARK ON THE RIGHT,
 KD1062'
 KD1062'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1062
 KD1062                          STATION RECOVERY (1949)
 KD1062
 KD1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 KD1062'RECOVERED IN GOOD CONDITION.
 KD1062
 KD1062                          STATION RECOVERY (1965)
 KD1062
 KD1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WMR)
 KD1062'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION OF
 KD1062'THE STATION SITE IS GOOD.  A NEW TO REACH FOLLOWS, TO REACH FROM
 KD1062'THE INTERSECTION OF BUSINESS ROUTE 63 AND BUSINESS LOOP 70 IN THE
 KD1062'NORTHWEST PART OF COLUMBIA GO NORTH ON U.S. 63 3.4 MILES
 KD1062'TO A CROSSROADS, STATE ROUTE VV, TURN LEFT AND CONTINUE
 KD1062'NORTHERLY ON ROUTE VV 2.7 MILES TO THE VILLAGE OF HINTON,
 KD1062'CONTINUE NORTH ON ROUTE VV 0.8 MILE TO THE STATION ON THE LEFT.
 KD1062
 KD1062                          STATION RECOVERY (1967)
 KD1062
 KD1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1062'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KD1062'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KD1062'CONDITION.
 KD1062'
 KD1062'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE U.S.
 KD1062'HIGHWAY 63 AND BUSINESS LOOP 70 AT THE NORTHWEST EDGE OF COLUMBIA,
 KD1062'GO NORTH ON U.S. HIGHWAY 63 FOR 3.6 MILES TO THE JUNCTION OF
 KD1062'COUNTY ROAD VV.  TURN LEFT AND GO NORTHERLY ON COUNTY ROAD VV FOR
 KD1062'2.85 MILES TO THE VILLAGE OF HINTON.  CONTINUE NORTH ON COUNTY
 KD1062'ROAD VV FOR 0.8 MILE TO THE STATION ON THE LEFT.
 KD1062'
 KD1062'A METAL WITNESS POST WAS SET 2 FEET NORTH OF THE STATION MARK.
 KD1062'
 KD1062'REFERENCE MARK NO. 1 IS 3.5 FEET NORTH-NORTHEAST OF A TELEPHONE
 KD1062'POLE AND 7 FEET NORTH-NORTHWEST OF A WATER METER COVER.
 KD1062'
 KD1062'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED.
 KD1062'
 KD1062'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KD1062'
 KD1062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.85 MILE
 KD1062'NORTH OF THE VILLAGE OF HINTON.
 KD1062
 KD1062                          STATION RECOVERY (1972)
 KD1062
 KD1062'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (BS)
 KD1062'HINTON 1949 SURFACE MARK DESTROYED.  UNDERGROUND MARK FOUND IN GOOD
 KD1062'CONDITION.
 KD1062'
 KD1062'AZ MARK FOUND IN GOOD CONDITION.
 KD1062'
 KD1062'THE UNDERGROUND MARK IS ABOUT 3 FT. UNDERGROUND.
 KD1062'
 KD1062'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI NORTH NORTHWEST OF
 KD1062'COLUMBIA MO.
 KD1062
 KD1062                          STATION RECOVERY (1973)
 KD1062
 KD1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KD1062'THE SUB-SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 KD1062'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE
 KD1062'STATION MARK WAS FOUND LYING ON TOP THE GROUND AND THE CONCRETE
 KD1062'MONUMENT WAS BROKE IN HALF.  A NEW SURFACE STATION MARK WAS SET
 KD1062'DIRECTLY OVER THE UNDERGROUND STATION MARK.  THE DESCRIPTION OF
 KD1062'THE STATION AND THE ROUTE TO REACH THE STATION IS ADEQUATE FOR
 KD1062'RECOVERY OF THE STATION.  THE DIRECTION TO REFERENCE MARK 1 MISSED
 KD1062'THE PREVIOUS DIRECTION 3 MINUTES 14 SECONDS AND THE DISTANCE CHECKED
 KD1062'GOOD.  THE DIRECTION TO REFERENCE MARK 2 MISSED THE PREVIOUS
 KD1062'DIRECTION 2 MINUTES 06 SECONDS AND THE DISTANCE MISSED THE PREVIOUS
 KD1062'DISTANCE 0.12 FOOT.
 KD1062'
 KD1062'FOLLOWING ARE ADDITIONAL NOTE FOR THE MARKS.
 KD1062'
 KD1062'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED HINTON 1949
 KD1062'1973, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KD1062'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 KD1062'
 KD1062'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF REFERENCE MARK 1.
 KD1062'
 KD1062'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK 2.
 KD1062'
 KD1062'A METAL WITNESS POST IS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KD1062'
 KD1062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 KD1062'NORTH-NORTHWEST OF COLUMBIA.
 KD1062
 KD1062                          STATION RECOVERY (1988)
 KD1062
 KD1062'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 KD1062'RECOVERED IN GOOD CONDITION.
 KD1062
 KD1062                          STATION RECOVERY (1992)
 KD1062
 KD1062'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 KD1062'DATE OF REPORT 11-30-1992
 KD1062'STATION  HINTON 1949 1973
 KD1062'STATION, AZIMUTH MARKS AND REFERENCE TIES
 KD1062'THE STATION IS A STANDARD NGS HOR. CONTROL DISK IN A 12 INCH ROUND
 KD1062'CONCRETE MON. PROJECTING 3 INCHES.  IT IS LOCATED ON THE WEST R/W OF
 KD1062'ROUTE VV ABOUT 0.9 MI (1.4 KM) NORTH OF THE VILLAGE OF HINTON MO
 KD1062'UNDER A POWER LINE CROSSING THE HIGHWAY AND LEADING TO A SUBSTATION.
 KD1062'IT IS 60 FT (18.3 M) SOUTH OF THE ENTRANCE TO THE SUBSTATION, 50 FT
 KD1062'(15.2 M) WEST-NORTHWEST OF THE CENTERLINE OF ROUTE VV, AND 121.95 FT
 KD1062'(37.17 M) NORTH OF R.M. NO. 2, A STANDARD USC AND GS DISK STAMPED--
 KD1062'HINTON NO. 2 1949--SET IN A 10 IN. ROUND CONCRETE MON SET 5 IN. BELOW
 KD1062'THE GROUND SURFACE. R.M. NO. 2 IS LOCATED 40 FT (12.2 M) WEST OF
 KD1062'THE CENTERLINE OF ROUTE VV, 11 FT (3.4 M) SOUTH OF THE CENTERLINE
 KD1062'OF A PRIVATE ENTRANCE AND 1 FT (0.3 M) NORTHEAST OF A METAL WITNESS
 KD1062'POST AND SIGN.
 KD1062'THE AZIMUTH MARK WAS NOT RECOVERED.
 KD1062'STATION AND AZIMUTH MARK TO REACH
 KD1062'TO REACH THE STATION FROM I-70 EXIT 127 (RANGE LINE RD. AND MO. HWY.
 KD1062'763) IN THE NORTH PART OF COLUMBIA MO, GO NORTH ON HWY. 763 FOR 3.3
 KD1062'MI (5.3 KM) TO A TRAFFIC LIGHT INTERSECTION WITH ROUTE VV AT
 KD1062'PRATHERSVILLE. TURN LEFT AND FOLLOW ROUTE VV NORTHWESTERLY AND
 KD1062'NORTHERLY FOR 2.85 MI (4.59 KM) TO THE SMALL COMMUNITY OF HINTON.
 KD1062'CONTINUE NORTH ON ROUTE VV FOR 0.85 MI (1.37 KM) TO THE STATION SITE
 KD1062'ON THE LEFT (WEST) SIDE OF ROAD ON RAISED GROUND AND UNDER A POWER
 KD1062'LINE ABOUT 60 FT (18.3 M) SOUTH OF AN ENTRANCE TO A SUBSTATION FOR
 KD1062'RURAL ELECTRIC COOPERATIVES.
 KD1062
 KD1062                          STATION RECOVERY (2006)
 KD1062
 KD1062'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 KD1062'DESCRIPTION IS ADEQUATE, AND IS SUITABLE FOR SATELLITE OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1249 ***********************************************************************
 KD1249  DESIGNATION -  HODGE
 KD1249  PID         -  KD1249
 KD1249  STATE/COUNTY-  MO/LAFAYETTE
 KD1249  USGS QUAD   -  DOVER (1978)
 KD1249
 KD1249                         *CURRENT SURVEY CONTROL
 KD1249  ___________________________________________________________________
 KD1249* NAD 83(1997)-  39 13 03.94900(N)    093 40 21.45987(W)     ADJUSTED  
 KD1249* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 KD1249  ___________________________________________________________________
 KD1249  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KD1249  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1249
 KD1249  HORZ ORDER  -  SECOND
 KD1249
 KD1249.The horizontal coordinates were established by classical geodetic methods
 KD1249.and adjusted by the National Geodetic Survey in February 2000..
 KD1249
 KD1249.The orthometric height was scaled from a topographic map.
 KD1249
 KD1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1249
 KD1249.The geoid height was determined by GEOID03.
 KD1249
 KD1249;                    North         East     Units Scale Factor Converg.
 KD1249;SPC MO W     -   338,949.736   921,448.371   MT  1.00000401   +0 31 23.3
 KD1249;SPC MO C     -   376,259.998   398,736.900   MT  1.00005955   -0 44 29.3
 KD1249;UTM  15      - 4,341,158.000   441,934.669   MT  0.99964151   -0 25 31.1
 KD1249
 KD1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1249!SPC MO W     -   0.99996181  x   1.00000401  =   0.99996582
 KD1249!SPC MO C     -   0.99996181  x   1.00005955  =   1.00002135
 KD1249!UTM  15      -   0.99996181  x   0.99964151  =   0.99960333
 KD1249
 KD1249:                Primary Azimuth Mark                     Grid Az
 KD1249:SPC MO W     -  HODGE AZ MK                              039 08 46.0
 KD1249:SPC MO C     -  HODGE AZ MK                              040 24 38.6
 KD1249:UTM  15      -  HODGE AZ MK                              040 05 40.4
 KD1249
 KD1249|---------------------------------------------------------------------|
 KD1249| PID    Reference Object                     Distance      Geod. Az  |
 KD1249|                                                           dddmmss.s |
 KD1249| CL9551 HODGE AZ MK                                        0394009.3 |
 KD1249| KD1240 WAVERLY MUNICIPAL TANK              APPROX.13.6 KM 0934106.9 |
 KD1249| CL9552 HODGE RM 1                           24.297 METERS 09814     |
 KD1249| KD1245 HIGGINSVILLE E MUNICIPAL TANK       APPROX.16.5 KM 1924551.7 |
 KD1249| CL9553 HODGE RM 2                           19.365 METERS 21336     |
 KD1249| KD1231 NORBORNE MUNICIPAL TANK             APPROX. 9.5 KM 3581256.1 |
 KD1249|---------------------------------------------------------------------|
 KD1249
 KD1249                          SUPERSEDED SURVEY CONTROL
 KD1249
 KD1249  NAD 83(1997)-  39 13 03.95051(N)    093 40 21.46203(W) AD(       ) 2
 KD1249  NAD 83(1986)-  39 13 03.95508(N)    093 40 21.45999(W) AD(       ) 2
 KD1249  NAD 27      -  39 13 03.89340(N)    093 40 20.68310(W) AD(       ) 2
 KD1249
 KD1249.Superseded values are not recommended for survey control.
 KD1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1249.See file dsdata.txt to determine how the superseded data were derived.
 KD1249
 KD1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4193541158(NAD 83)
 KD1249_MARKER: DS = TRIANGULATION STATION DISK
 KD1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1249_STAMPING: HODGE 1949
 KD1249_PROJECTION: FLUSH
 KD1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD1249+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 KD1249
 KD1249  HISTORY     - Date     Condition        Report By
 KD1249  HISTORY     - 1949     MONUMENTED       CGS
 KD1249  HISTORY     - 1963     GOOD             CGS
 KD1249  HISTORY     - 19970121 GOOD             USE
 KD1249  HISTORY     - 20051101 GOOD             MODNR
 KD1249
 KD1249                          STATION DESCRIPTION
 KD1249
 KD1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1249'THE STATION IS LOCATED ABOUT 1.75 MILES NORTH AND 3/4 MILE
 KD1249'EAST OF DOVER ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND
 KD1249'ON LAND OWNED AND OCCUPIED BY MR. ALBERT BAER JR.  IT IS ABOUT
 KD1249'70 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BAER FARM HOUSE,
 KD1249'20 FEET EAST OF FENCE CORNER, 10 FEET WEST OF SINGLE STRAND
 KD1249'ELECTRIC FENCE LINE AND 35 FEET NORTH OF THE CENTER OF EAST-WEST
 KD1249'ROAD.  IT IS STAMPED HODGE 1949 AND SET FLUSH WITH THE GROUND
 KD1249'SURFACE.
 KD1249'
 KD1249'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET IN THE
 KD1249'PASTURE 4 FEET NORTH OF SINGLE STRAND ELECTRIC FENCE LINE.  IT IS
 KD1249'STAMPED HODGE NO 1 1949 AND PROJECTS 3 INCHES.
 KD1249'
 KD1249'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 18 FEET SOUTH
 KD1249'OF THE CENTER OF THE EAST-WEST ROAD SET IN THE NORTH END OF
 KD1249'CULTIVATED FIELD.  IT IS STAMPED HODGE NO 2 1949 AND PROJECTS 2
 KD1249'INCHES.
 KD1249'
 KD1249'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHEAST OF THE STATION, 17
 KD1249'FEET WEST OF THE CENTER OF ROAD AT A POINT WHERE IT MAKES A SHARP
 KD1249'RIGHT TURN, 1 FOOT WEST OF WITNESS POST AND 1 FOOT WEST OF FENCE
 KD1249'LINE.  IT IS STAMPED HODGE 1949 AND PROJECTS 3 INCHES.  TO REACH
 KD1249'FROM THE STATION, GO EAST AND NORTH ON DIRT ROAD FOR 0.4 MILE TO
 KD1249'POINT WHERE ROAD MAKES A SHARP RIGHT TURN AND MARK ON THE
 KD1249'WEST SIDE INSIDE OF PASTURE AS DESCRIBED.
 KD1249'
 KD1249'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KD1249'COUNTY ROUTES F AND P IN THE EAST EDGE OF DOVER, GO NORTH
 KD1249'ON COUNTY ROUTE P FOR 0.75 MILE TO CROSSROAD, TURN RIGHT AND
 KD1249'FOLLOW MAIN ROAD EAST AND NORTHEAST FOR 0.3 MILE TO SIDE ROAD
 KD1249'RIGHT, TURN RIGHT AND CONTINUE ON MAIN ROAD EAST AND NORTHEAST
 KD1249'FOR 1.4 MILES TO TOP OF RIDGE AND CONCRETE FARM HOUSE ON THE
 KD1249'LEFT AND STATION JUST SOUTHEAST OF HOUSE ON LEFT SIDE OF ROAD AS
 KD1249'DESCRIBED.
 KD1249'
 KD1249'AN 87 FOOT SIGNAL AT STATION HIGGINS IS VISIBLE AT 50 FEET.
 KD1249'
 KD1249'AN 87 FOOT SIGNAL AT STATION LUEHRS IS VISIBLE AT 50 FEET.
 KD1249'
 KD1249'AN 87 FOOT SIGNAL AT STATION LEX IS VISIBLE AT 50 FEET.
 KD1249'
 KD1249'AN 87 FOOT SIGNAL AT STATION HARDIN WEST BASE IS VISIBLE AT 50
 KD1249'FEET.
 KD1249'
 KD1249'AN 87 FOOT SIGNAL STATION HARDIN EAST BASE IS VISIBLE AT 50 FEET.
 KD1249'
 KD1249'AN 87 FOOT SIGNAL AT STATION NORBORNE IS VISIBLE AT 50 FEET.
 KD1249'
 KD1249'AN 87 FOOT SIGNAL AT STATION NORBORNE IS VISIBLE AT 50 FEET.
 KD1249'
 KD1249'A 100 FOOT SIGNAL AT STATION CARROLL IS VISIBLE AT 4 FEET.
 KD1249'
 KD1249'A 74 FOOT SIGNAL AT STATION BOWDRY IS VISIBLE AT 50 FEET.
 KD1249'
 KD1249'A 74 FOOT SIGNAL AT STATION GILHAM MO RC IS VISIBLE AT 50 FEET.
 KD1249'
 KD1249'AN 87 FOOT SIGNAL AT STATION WAVERLY IS VISIBLE AT 37 FEET.
 KD1249'
 KD1249'A 100 FOOT SIGNAL AT STATION ALMA IS VISIBLE AT 50 FEET.
 KD1249'
 KD1249'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1249
 KD1249                          STATION RECOVERY (1963)
 KD1249
 KD1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KD1249'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1249'IN GOOD CONDITION AFTER AN HOURS SEARCH, BECAUSE THE STATION
 KD1249'AND REFERENCE MARK NO. 2 WERE COVERED.  SOME ADDITIONAL
 KD1249'REFERENCE MEASUREMENTS WERE MADE, SO A COMPLETE DESCRIPTION
 KD1249'FOLLOWS.
 KD1249'
 KD1249'STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF DOVER ON THE
 KD1249'HIGHEST POINT IN THE IMMEDIATE VICINITY AND ON LAND OWNED AND
 KD1249'OCCUPIED BY MR. ALBERT BEAR JR., 88.5 FEET SOUTHEAST OF THE
 KD1249'SOUTHWEST CORNER OF HOUSE, 68.5 FEET SOUTHEAST OF THE SOUTHEAST
 KD1249'CORNER OF HOUSE, 88 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER
 KD1249'OF HOUSE, 54 FEET WEST-NORTHWEST OF A SOUTHWEST FENCE CORNER, 4
 KD1249'FEET NORTH OF AN EAST-WEST HEDGE ALONG THE FRONT OF YARD, AND
 KD1249'1 FOOT EAST OF A NORTH-SOUTH FLOWER ROW OF PEONIES.  THE MARK
 KD1249'IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 KD1249'STAMPED HODGE 1949.
 KD1249'
 KD1249'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KD1249'COUNTY ROADS F AND P IN THE EAST EDGE OF DOVER, GO NORTH ON
 KD1249'COUNTY ROAD P FOR 0.75 MILE TO CROSSROAD.  TURN RIGHT AND
 KD1249'FOLLOW MAIN ROAD EAST AND NORTHEAST FOR 0.3 MILE TO SIDE
 KD1249'ROAD RIGHT.  TURN RIGHT AND CONTINUE ON THE MAIN ROAD EAST AND
 KD1249'NORTHEAST FOR 1.4 MILES TO THE TOP OF RIDGE AND THE STATION ON
 KD1249'THE LEFT ON THE LEFT AS DESCRIBED.
 KD1249'
 KD1249'REFERENCE MARK NO. 1 IS 25 FEET EAST OF A FENCE CORNER AND
 KD1249'2 FEET NORTH OF FENCE.  THE MARK PROJECTS 10 INCHES AND THE
 KD1249'DISK IS STAMPED HODGE NO 1 1949.
 KD1249'
 KD1249'REFERENCE MARK NO. 2 IS 55 FEET EAST OF TELEPHONE POLE AT
 KD1249'EAST EDGE OF FIELD ENTRANCE.  THE MARK IS 4 INCHES BELOW GROUND
 KD1249'AND STAMPED HODGE NO 2 1949.
 KD1249'
 KD1249'AZIMUTH MARK IS 1 FOOT WEST OF STEEL WITNESS POST, STAMPED
 KD1249'HODGE 1949.
 KD1249
 KD1249                          STATION RECOVERY (1997)
 KD1249
 KD1249'RECOVERY NOTE BY US ENGINEERS 1997 (RPP)
 KD1249'CURRENTLY THE LAND IS OWNED AND OCCUPIED BY MR EDGAR HILL.
 KD1249
 KD1249                          STATION RECOVERY (2005)
 KD1249
 KD1249'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD1249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1731 ***********************************************************************
 HB1731  DESIGNATION -  HOFNER
 HB1731  PID         -  HB1731
 HB1731  STATE/COUNTY-  MO/SCOTT
 HB1731  USGS QUAD   -  THEBES (1996)
 HB1731
 HB1731                         *CURRENT SURVEY CONTROL
 HB1731  ___________________________________________________________________
 HB1731* NAD 83(1997)-  37 10 05.56477(N)    089 27 05.18701(W)     ADJUSTED  
 HB1731* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 HB1731  ___________________________________________________________________
 HB1731  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 HB1731  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HB1731
 HB1731  HORZ ORDER  -  SECOND
 HB1731
 HB1731.The horizontal coordinates were established by classical geodetic methods
 HB1731.and adjusted by the National Geodetic Survey in February 2000..
 HB1731
 HB1731.The orthometric height was scaled from a topographic map.
 HB1731
 HB1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1731
 HB1731.The geoid height was determined by GEOID03.
 HB1731
 HB1731;                    North         East     Units Scale Factor Converg.
 HB1731;SPC MO E     -   148,634.268   343,123.208   MT  1.00004012   +0 38 00.7
 HB1731;SPC IL W     -    55,895.849   763,519.643   MT  0.99999086   +0 25 55.6
 HB1731;SPC IL W     -   183,384.96  2,504,980.70   sFT  0.99999086   +0 25 55.6
 HB1731;UTM  16      - 4,116,347.101   282,343.769   MT  1.00018362   -1 28 53.9
 HB1731
 HB1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1731!SPC MO E     -   0.99998056  x   1.00004012  =   1.00002068
 HB1731!SPC IL W     -   0.99998056  x   0.99999086  =   0.99997142
 HB1731!UTM  16      -   0.99998056  x   1.00018362  =   1.00016418
 HB1731
 HB1731                          SUPERSEDED SURVEY CONTROL
 HB1731
 HB1731  NAD 83(1997)-  37 10 05.56428(N)    089 27 05.18448(W) AD(       ) 2
 HB1731  NAD 83(1997)-  37 10 05.56173(N)    089 27 05.17788(W) AD(       ) 2
 HB1731  NAD 83(1986)-  37 10 05.57030(N)    089 27 05.18690(W) AD(       ) 2
 HB1731  NAD 27      -  37 10 05.40900(N)    089 27 04.88400(W) AD(       ) 2
 HB1731
 HB1731.Superseded values are not recommended for survey control.
 HB1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1731.See file dsdata.txt to determine how the superseded data were derived.
 HB1731
 HB1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG8234416347(NAD 83)
 HB1731_MARKER: DD = SURVEY DISK
 HB1731_SETTING: 0 = UNSPECIFIED SETTING
 HB1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1731
 HB1731  HISTORY     - Date     Condition        Report By
 HB1731  HISTORY     - 1881     MONUMENTED       MRC
 HB1731  HISTORY     - 1930     POOR             CGS
 HB1731  HISTORY     - 1965     POOR             USGS
 HB1731  HISTORY     - 1975     POOR             LOCENG
 HB1731  HISTORY     - 1975     POOR             LOCENG
 HB1731
 HB1731                          STATION DESCRIPTION
 HB1731
 HB1731'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1881
 HB1731'ALSO IDENTIFIED AS 9/4 MRC.
 HB1731
 HB1731                          STATION RECOVERY (1930)
 HB1731
 HB1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1731'ON RIGHT BANK OF THE MISSISSIPPI RIVER, ABOUT 1-1/2 MILES NORTHWEST
 HB1731'OF COMMERCE, AT EAST EDGE OF CULTIVATED FIELD ON TOP OF HILL,
 HB1731'DIRECTLY BACK FROM CHAIN OF LARGE BOULDERS JUTTING OUT INTO RIVER, 35
 HB1731'FEET WEST OF SMALL OAK WITH TOP BRANCHES TRIMMED OFF, 27 FEET
 HB1731'NORTH OF ANOTHER SMALL OAK, AND ABOUT 50 METERS (164 FEET) NORTHEAST
 HB1731'OF M.R.  THOMAS HOUSE. TO REACH FROM RAILROAD STATION AT
 HB1731'COMMERCE, PROCEED 0.4 MILE TO CINDER FORK, FOLLOW RIGHT FORK 0.5
 HB1731'MILE TO LEFT FORK BEYOND LEFT SIDE OF 2-STORY BARN, PROCEED 0.6
 HB1731'MILE ON LEFT FORK TO RIGHT FORK, AND FOLLOW ABOUT 0.3 MILE
 HB1731'THROUGH GATE AND TO STATION SITE. MARKED BY STANDARD STATION DISK IS
 HB1731'TOP OF OLD LIMESTONE POST. REFERENCE MARKS ARE STANDARD
 HB1731'REFERENCE DISKS. MAGNETIC BEARING FROM REFERECE MARK NO. 1 TO
 HB1731'STATION, APPROXIMATELY 75 PACES DISTANT, IS 39 DEG 30 MIN ,
 HB1731'AND FROM REFERENCE MARK NO. 2 TO STATION, APPROXIMATELY 350 PACES
 HB1731'DISTANT, IS 103 DEG 30 MIN.  IN 1932 STONE WAS FOUND LEANING.
 HB1731
 HB1731                          STATION RECOVERY (1965)
 HB1731
 HB1731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HB1731'STATION WAS SEARCHED FOR AND FOUND IN THE SAME CONDITION AS
 HB1731'PREVIOUSLY DESCRIBED.
 HB1731'
 HB1731'HOW TO REACH DESCRIPTION IS AS FOLLOWS- FROM A LARGE WHITE BRICK
 HB1731'BUILDING IN COMMERCE (FORMERLY MASONIC HALL) GO NORTH AND
 HB1731'WEST ON A CROOKED GRAVEL ROAD FOR 0.8 MILE TO A CROSS ROAD AT THE TOP
 HB1731'OF A SHARP HILL. TURN RIGHT FOR 0.2 MILE TO A GATE, GO
 HB1731'THROUGH THE GATE FOR 0.2 MILE TO MARK AS DESCRIBED ON THE RIGHT.
 HB1731'
 HB1731'RM 1 IS NEAR THE SW CORNER OF A SALT FEEDER.
 HB1731
 HB1731                          STATION RECOVERY (1975)
 HB1731
 HB1731'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 HB1731'HAFNER AS DESCRIBED.  RM 1 RECOVERED BUT NOT VISIBLE FROM MARK.  NO
 HB1731'AZIMUTH MARK FROM GROUND LEVEL.
 HB1731'
 HB1731'AN AZIMUTH WAS DEVELOPED FROM POLARIS AT THIS STATION TO THE SCOTT
 HB1731'CITY WATER TANK THAT CAN BE SEEN FROM THE GROUND.  THE OBSERVED
 HB1731'GRID AZIMUTH FROM NORTH OF 308 DEG 36 MIN 16.8 SEC WAS COMPUTED
 HB1731'BUT IS STILL SUBJECT TO FINAL CHECKING.
 HB1731'
 HB1731'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH COMMERCE.
 HB1731
 HB1731                          STATION RECOVERY (1975)
 HB1731
 HB1731'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 HB1731'STATION RECOVERED GOOD.
 HB1731'
 HB1731'THE STATION WAS FOUND AS IN THE FIRST DESCRIPTION.  THE MARK LEANING
 HB1731'TO THE NORTH.  THE 1965 DESCRIPTION ADEQUATE EXCEPT THE SALT FEEDER
 HB1731'HAS BEEN REMOVED AND A BARN HAS BEEN BUILT BETWEEN THE RM2 MARK AND
 HB1731'THE STATION.  RM 1 WAS NOT LOCATED.
 HB1731'
 HB1731'DISTANCE AND DIRECTION FROM NEAREST TOWN--AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2714 ***********************************************************************
 JD2714  DESIGNATION -  HOGLES
 JD2714  PID         -  JD2714
 JD2714  STATE/COUNTY-  MO/ST CLAIR
 JD2714  USGS QUAD   -  OSCEOLA (1991)
 JD2714
 JD2714                         *CURRENT SURVEY CONTROL
 JD2714  ___________________________________________________________________
 JD2714* NAD 83(1997)-  38 05 41.21445(N)    093 38 16.03164(W)     ADJUSTED  
 JD2714* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 JD2714  ___________________________________________________________________
 JD2714  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JD2714  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JD2714
 JD2714  HORZ ORDER  -  SECOND
 JD2714
 JD2714.The horizontal coordinates were established by classical geodetic methods
 JD2714.and adjusted by the National Geodetic Survey in February 2000..
 JD2714
 JD2714.The orthometric height was scaled from a topographic map.
 JD2714
 JD2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2714
 JD2714.The geoid height was determined by GEOID03.
 JD2714
 JD2714;                    North         East     Units Scale Factor Converg.
 JD2714;SPC MO W     -   214,320.966   925,628.994   MT  1.00001160   +0 31 55.1
 JD2714;SPC MO C     -   251,563.469   400,199.236   MT  1.00005596   -0 42 07.3
 JD2714;UTM  15      - 4,216,523.382   444,075.912   MT  0.99963852   -0 23 36.6
 JD2714
 JD2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2714!SPC MO W     -   0.99996027  x   1.00001160  =   0.99997187
 JD2714!SPC MO C     -   0.99996027  x   1.00005596  =   1.00001623
 JD2714!UTM  15      -   0.99996027  x   0.99963852  =   0.99959880
 JD2714
 JD2714|---------------------------------------------------------------------|
 JD2714| PID    Reference Object                     Distance      Geod. Az  |
 JD2714|                                                           dddmmss.s |
 JD2714| CM3782 HOGLES RM 1                          36.469 METERS 14114     |
 JD2714| CM3783 HOGLES RM 2                          23.759 METERS 22419     |
 JD2714| CN6431 HOGLES AZ MK                                       2803001.4 |
 JD2714|---------------------------------------------------------------------|
 JD2714
 JD2714                          SUPERSEDED SURVEY CONTROL
 JD2714
 JD2714  NAD 83(1997)-  38 05 41.21665(N)    093 38 16.03153(W) AD(       ) 2
 JD2714  NAD 83(1997)-  38 05 41.22444(N)    093 38 16.03002(W) AD(       ) 2
 JD2714  NAD 83(1986)-  38 05 41.22429(N)    093 38 16.03017(W) AD(       ) 2
 JD2714  NAD 27      -  38 05 41.12000(N)    093 38 15.28000(W) AD(       ) 2
 JD2714
 JD2714.Superseded values are not recommended for survey control.
 JD2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2714.See file dsdata.txt to determine how the superseded data were derived.
 JD2714
 JD2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC4407616523(NAD 83)
 JD2714_MARKER: DS = TRIANGULATION STATION DISK
 JD2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2714
 JD2714  HISTORY     - Date     Condition        Report By
 JD2714  HISTORY     - 1947     MONUMENTED       CGS
 JD2714  HISTORY     - 1965     MARK NOT FOUND   CGS
 JD2714
 JD2714                          STATION DESCRIPTION
 JD2714
 JD2714'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 JD2714'THE STATION IS LOCATED ON A WOODED HILL ABOUT 3.5 MILES NORTH AND
 JD2714'3.5 MILES EAST OF OSCEOLA, 76.5 FEET WEST OF THE SOUTHEAST
 JD2714'CORNER OF THE YARD FENCE, 75 FEET SOUTH OF A LOG FARM HOUSE,
 JD2714'AND 19.5 FEET SOUTH OF A BOARD FENCE.  IT IS SET FLUSH WITH
 JD2714'THE GROUND AND IS STAMPED HOGLES 1947.
 JD2714'
 JD2714'REFERENCE MARK NO. 1 IS ON THE SOUTHERN SLOPE OF THE HILL AND
 JD2714'IS APPROXIMATELY 3.5 FEET BELOW THE ELEVATION OF THE STATION.
 JD2714'IT IS 1 FOOT NORTH OF A WOVEN WIRE FENCE, PROJECTS 7 INCHES AND
 JD2714'IS STAMPED HOGLES NO 1 1947.
 JD2714'
 JD2714'REFERENCE MARK NO. 2 IS 15 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 JD2714'CORNER OF A POST SHED AND 1 FOOT EAST OF A WOVEN WIRE FENCE.
 JD2714'IT PROJECTS 5 INCHES AND IS STAMPED HOGLES NO 2 1947.
 JD2714'
 JD2714'AZIMUTH MARK IS APPROXIMATELY 300 FEET EAST OF A FARM HOUSE,
 JD2714'16 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 1.5 FEET EAST OF
 JD2714'A WITNESS POST, AND 1.5 FEET NORTH OF A FENCE LINE.  IT PROJECTS
 JD2714'4 INCHES AND IS STAMPED HOGLES 1947.
 JD2714'
 JD2714'TO REACH THE STATION FROM THE COURTHOUSE IN OSCEOLA, GO NORTH
 JD2714'ON STATE HIGHWAY NO. 13 FOR 5.0 MILES TO A T ROAD RIGHT, AND
 JD2714'MC NUTT SCHOOL HOUSE ON THE LEFT, TURN RIGHT, EAST, AND GO
 JD2714'2.1 MILES TO A CROSSROAD, TURN RIGHT, SOUTH, AND GO 0.25 MILE,
 JD2714'TURN LEFT AND GO 0.5 MILE, TURN RIGHT, SOUTH, AND GO 0.25 MILE,
 JD2714'TURN LEFT, EAST, AND GO 1.4 MILES TO A FORK, TAKE RIGHT FORK
 JD2714'AND 0.15 MILE TO A LOG FARM HOUSE AND THE STATION 75 FEET SOUTH
 JD2714'OF THE HOUSE AS DESCRIBED.
 JD2714'
 JD2714'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRADED
 JD2714'ROAD FOR 0.15 MILE, TURN LEFT AND GO 0.45 MILE TO THE AZIMUTH
 JD2714'MARK ON THE LEFT AS DESCRIBED.
 JD2714'
 JD2714'A 74 FOOT SIGNAL AT NUNN IS VISIBLE AT 64 FEET.
 JD2714'
 JD2714'AN 87 FOOT SIGNAL AT ICONIUM IS VISIBLE AT 50 FEET.
 JD2714'
 JD2714'AN 87 FOOT SIGNAL AT WHEATLAND IS VISIBLE AT 77 FEET.
 JD2714'
 JD2714'AN 87 FOOT SIGNAL AT TANYARD IS VISIBLE AT 77 FEET.
 JD2714'
 JD2714'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2714
 JD2714                          STATION RECOVERY (1965)
 JD2714
 JD2714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JD2714'THE STATION SURFACE MARK WAS FOUND DESTROYED AND WAS FOUND
 JD2714'LAYING ON THE GROUND WEST OF REFERENCE MARK NO. 1.  THE UNDERGROUND
 JD2714'WAS NOT RECOVERED BUT ASSUME THE MARK IS STILL IN ITS ORIGINAL
 JD2714'POSITION.
 JD2714'
 JD2714'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND
 JD2714'FOUND IN GOOD CONDTION.
 JD2714'
 JD2714'REFERENCE MARK NO. 2 HAS BEEN DESTROYED, THE MARK DESTROYED WHEN
 JD2714'GRAVEL WAS HAULED OUT OF THE AREA.
 JD2714'
 JD2714'THE TO REACH THE STATION WAS FOUND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0983 ***********************************************************************
 GE0983  DESIGNATION -  HOLCOMB
 GE0983  PID         -  GE0983
 GE0983  STATE/COUNTY-  MO/DUNKLIN
 GE0983  USGS QUAD   -  CAMPBELL (1984)
 GE0983
 GE0983                         *CURRENT SURVEY CONTROL
 GE0983  ___________________________________________________________________
 GE0983* NAD 83(1997)-  36 24 17.31392(N)    090 01 55.67923(W)     ADJUSTED  
 GE0983* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 GE0983  ___________________________________________________________________
 GE0983  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 GE0983  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GE0983
 GE0983  HORZ ORDER  -  FIRST
 GE0983
 GE0983.The horizontal coordinates were established by classical geodetic methods
 GE0983.and adjusted by the National Geodetic Survey in February 2000..
 GE0983
 GE0983.The orthometric height was scaled from a topographic map.
 GE0983
 GE0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0983
 GE0983.The geoid height was determined by GEOID03.
 GE0983
 GE0983;                    North         East     Units Scale Factor Converg.
 GE0983;SPC MO E     -    63,509.142   291,965.299   MT  0.99995502   +0 16 39.6
 GE0983;SPC AR N     -   231,588.122   576,513.943   MT  1.00003840   +1 08 42.4
 GE0983;SPC AR N     -   759,802.03  1,891,446.16   sFT  1.00003840   +1 08 42.4
 GE0983;UTM  15      - 4,032,942.349   766,148.545   MT  1.00047283   +1 45 44.7
 GE0983;UTM  16      - 4,033,121.654   228,086.685   MT  1.00051106   -1 48 02.3
 GE0983
 GE0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0983!SPC MO E     -   0.99999131  x   0.99995502  =   0.99994633
 GE0983!SPC AR N     -   0.99999131  x   1.00003840  =   1.00002971
 GE0983!UTM  15      -   0.99999131  x   1.00047283  =   1.00046414
 GE0983!UTM  16      -   0.99999131  x   1.00051106  =   1.00050237
 GE0983
 GE0983|---------------------------------------------------------------------|
 GE0983| PID    Reference Object                     Distance      Geod. Az  |
 GE0983|                                                           dddmmss.s |
 GE0983| CI3838 HOLCOMB RM 1                         39.039 METERS 17439     |
 GE0983| CI3837 HOLCOMB AZ MK 2                                    23846     |
 GE0983| CI3836 HOLCOMB AZ MK                                      2384627.6 |
 GE0983| CI3840 HOLCOMB RM 3                         42.648 METERS 26326     |
 GE0983| CI3839 HOLCOMB RM 2                         35.750 METERS 26902     |
 GE0983|---------------------------------------------------------------------|
 GE0983
 GE0983                          SUPERSEDED SURVEY CONTROL
 GE0983
 GE0983  NAD 83(1997)-  36 24 17.31840(N)    090 01 55.67850(W) AD(       ) 1
 GE0983  NAD 83(1986)-  36 24 17.32226(N)    090 01 55.67754(W) AD(       ) 1
 GE0983  NAD 27      -  36 24 17.10100(N)    090 01 55.34120(W) AD(       ) 1
 GE0983
 GE0983.Superseded values are not recommended for survey control.
 GE0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0983.See file dsdata.txt to determine how the superseded data were derived.
 GE0983
 GE0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6614932942(NAD 83)
 GE0983_MARKER: DS = TRIANGULATION STATION DISK
 GE0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0983
 GE0983  HISTORY     - Date     Condition        Report By
 GE0983  HISTORY     - 1954     MONUMENTED       CGS
 GE0983  HISTORY     - 1970     GOOD             NGS
 GE0983  HISTORY     - 20030311 MARK NOT FOUND   USACE
 GE0983
 GE0983                          STATION DESCRIPTION
 GE0983
 GE0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0983'THE STATION IS LOCATED ABOUT 0.35 MILE WEST OF HOLCOMB, 86 FEET
 GE0983'SOUTH OF THE CENTER OF COUNTY ROAD B, 38 FEET NORTHEAST OF A TREE
 GE0983'WITH A TRIANGLE BLAZE, 33 FEET WEST OF THE CENTER OF A GRADED ROAD
 GE0983'AND 14 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 GE0983'HOLCOMB 1954 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 GE0983'
 GE0983'REFERENCE MARK NO. 1 IS 19 FEET WEST OF THE CENTER OF THE GRADED
 GE0983'ROAD AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE.  IT PROJECTS
 GE0983'6 INCHES AND IS STAMPED HOLCOMB NO 1 1954.
 GE0983'
 GE0983'REFERENCE MARK NO. 2 IS 68 FEET SOUTH OF THE CENTER OF COUNTY
 GE0983'ROAD B AND 6 INCHES EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 GE0983'4 INCHES AND IS STAMPED HOLCOMB NO 2 1954.
 GE0983'
 GE0983'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 180.16 FEET.
 GE0983'
 GE0983'THE AZIMUTH MARK IS 30 FEET NORTHWEST OF THE CENTER OF COUNTY ROAD
 GE0983'B, 12 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY INTO A FIELD
 GE0983'AND 1-1/2 FEET NORTHEAST OF A WITNESS POST.  IT PROJECTS 4
 GE0983'INCHES AND IS STAMPED HOLCOMB 1954.
 GE0983'
 GE0983'TO REACH THE STATION FROM THE POST OFFICE IN HOLCOMB GO WEST
 GE0983'ON COUNTY ROAD B FOR 0.2 MILE TO THE RAILROAD CROSSING, CONTINUE
 GE0983'WEST ON COUNTY ROAD B FOR 0.15 MILE TO A CROSSROAD AND THE STATION
 GE0983'AND REFERENCE MARKS ON THE LEFT AS DESCRIBED.
 GE0983'
 GE0983'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON COUNTY ROAD
 GE0983'B FOR 0.35 MILE TO A DRIVEWAY INTO A FIELD AND THE AZIMUTH MARK
 GE0983'ON THE RIGHT.
 GE0983'
 GE0983'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 GE0983
 GE0983                          STATION RECOVERY (1970)
 GE0983
 GE0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0983'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 GE0983'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND IS ASSUMED TO HAVE
 GE0983'BEEN DESTROYED BY ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS FOUND
 GE0983'WITH THE DISK SHEARED OFF.  THE CENTER OF THE STEM WAS HELD AND
 GE0983'A NEW DISK WAS SET IN THE MONUMENT HOLDING THIS POINT.  REFERENCE
 GE0983'MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 GE0983'1 CHECKED.  A NEW DESCRIPTION FOLLOWS-
 GE0983'
 GE0983'THE STATION IS LOCATED AT THE WEST EDGE OF HOLCOMB, 32 FEET WEST
 GE0983'OF THE CENTERLINE OF A GRADED ROAD, 44 FEET SOUTH OF THE CENTERLINE
 GE0983'OF COUNTY ROAD B, 39 FEET NORTHEAST OF A 24 INCH OAK TREE WITH
 GE0983'A TRIANGULAR BLAZE ON THE NORTH SIDE, 57 FEET WEST OF A POWER
 GE0983'POLE AND A FENCE CORNER, 78 FEET NORTH OF A FENCE CORNER, 1 FOOT
 GE0983'NORTH OF A METAL WITNESS POST AND 19 FEET NORTHWEST OF A METAL
 GE0983'SHD R-W POST.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE
 GE0983'DISK IS STAMPED HOLCOMB 1954.
 GE0983'
 GE0983'TO REACH THE STATION FROM THE INTERSECTION OF E MAIN ST., S
 GE0983'CHURCH ST. AND COUNTY ROAD B IN HOLCOMB, GO WEST ON MAIN ST.
 GE0983'(CO. RD. B) FOR 0.2 MILE TO A RAILROAD CROSSING.  CONTINUE WEST ON
 GE0983'RD. B FOR 0.15 MILE TO THE STATION ON THE LEFT.  CONTINUE WEST
 GE0983'AND SOUTHWEST ON THE ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON
 GE0983'THE RIGHT.
 GE0983'
 GE0983'REFERENCE MARK 1 IS 20 FEET WEST OF THE CENTERLINE OF THE
 GE0983'GRADED ROAD, 1 FOOT WEST OF A FENCE, 18 FEET EAST OF AN 18 INCH
 GE0983'OAK TREE AND 50 FEET SOUTH OF A FENCE CORNER.  THE MONUMENT
 GE0983'PROJECTS 5 INCHES AND THE DISK IS STAMPED HOLCOMB NO 1 1954.
 GE0983'
 GE0983'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HOLCOMB 1954 NO 3
 GE0983'1970, SET IN A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL,
 GE0983'21 FEET SOUTH OF THE CENTERLINE OF RD. B, 31 FEET NORTHWEST
 GE0983'OF A 16 INCH OAK TREE AND 1.3 FEET WEST OF THE EAST END OF THE
 GE0983'HEADWALL.
 GE0983'
 GE0983'THE AZIMUTH MARK IS 36 FEET NORTHWEST OF THE CENTERLINE OF THE
 GE0983'ROAD, 130 FEET SOUTHWEST OF THE WEST 1 OF 3 POWER POLES, 10 FEET
 GE0983'NORTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE AND 1 FOOT
 GE0983'SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND
 GE0983'THE DISK IS STAMPED HOLCOMB 1954 1970.
 GE0983'
 GE0983'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.35 MILES
 GE0983'WEST OF HOLCOMB
 GE0983'
 GE0983'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE0983
 GE0983                          STATION RECOVERY (2003)
 GE0983
 GE0983'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 GE0983'RM 3 WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2774 ***********************************************************************
 JD2774  DESIGNATION -  HOLDEN MUNICIPAL STANDPIPE
 JD2774  PID         -  JD2774
 JD2774  STATE/COUNTY-  MO/JOHNSON
 JD2774  USGS QUAD   -  HOLDEN (1954)
 JD2774
 JD2774                         *CURRENT SURVEY CONTROL
 JD2774  ___________________________________________________________________
 JD2774* NAD 83(1997)-  38 42 07.20871(N)    093 59 34.56900(W)     ADJUSTED  
 JD2774* NAVD 88     -                                                        
 JD2774  ___________________________________________________________________
 JD2774  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JD2774  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD2774
 JD2774  HORZ ORDER  -  THIRD
 JD2774
 JD2774.The horizontal coordinates were established by classical geodetic methods
 JD2774.and adjusted by the National Geodetic Survey in February 2000..
 JD2774
 JD2774
 JD2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2774
 JD2774.The geoid height was determined by GEOID03.
 JD2774
 JD2774;                    North         East     Units Scale Factor Converg.
 JD2774;SPC MO W     -   281,491.875   894,106.331   MT  0.99996512   +0 19 01.4
 JD2774;UTM  15      - 4,284,176.133   413,659.505   MT  0.99969180   -0 37 15.2
 JD2774
 JD2774                          SUPERSEDED SURVEY CONTROL
 JD2774
 JD2774  NAD 83(1997)-  38 42 07.20940(N)    093 59 34.56870(W) AD(       ) 4
 JD2774  NAD 83(1986)-  38 42 07.21700(N)    093 59 34.56648(W) AD(       ) 4
 JD2774  NAD 27      -  38 42 07.17327(N)    093 59 33.77718(W) AD(       ) 3
 JD2774
 JD2774.Superseded values are not recommended for survey control.
 JD2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2774.See file dsdata.txt to determine how the superseded data were derived.
 JD2774
 JD2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC1366084176(NAD 83)
 JD2774_MARKER: 52 = STANDPIPE TANK
 JD2774
 JD2774  HISTORY     - Date     Condition        Report By
 JD2774  HISTORY     - 1963     FIRST OBSERVED   CGS
 JD2774  HISTORY     - 20060505 GOOD             INDIV
 JD2774
 JD2774                          STATION DESCRIPTION
 JD2774
 JD2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2774'THE STATION IS THE BALL ATOP THE STANDPIPE WHICH IS ABOUT 500 FEET
 JD2774'SOUTHWEST OF THE INTERSECTION OF MARKET AND FOURTEENTH STREETS
 JD2774'IN THE SOUTH EDGE OF HOLDEN.
 JD2774'
 JD2774'THE TANK IS A LARGE METAL CYLINDER AND IS ABOUT 75 FEET HIGH.
 JD2774
 JD2774                          STATION RECOVERY (2006)
 JD2774
 JD2774'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2774'THE STANDPIPE IS LOCATED SOUTHWEST OF THE INTERSECTION OF 19TH AND
 JD2774'MARKET STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2776 ***********************************************************************
 JD2776  DESIGNATION -  HOLDEN MUNICIPAL TANK
 JD2776  PID         -  JD2776
 JD2776  STATE/COUNTY-  MO/JOHNSON
 JD2776  USGS QUAD   -  HOLDEN (1954)
 JD2776
 JD2776                         *CURRENT SURVEY CONTROL
 JD2776  ___________________________________________________________________
 JD2776* NAD 83(1997)-  38 42 39.64962(N)    093 59 32.33356(W)     ADJUSTED  
 JD2776* NAVD 88     -                                                        
 JD2776  ___________________________________________________________________
 JD2776  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JD2776  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JD2776
 JD2776  HORZ ORDER  -  THIRD
 JD2776
 JD2776.The horizontal coordinates were established by classical geodetic methods
 JD2776.and adjusted by the National Geodetic Survey in February 2000..
 JD2776
 JD2776
 JD2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2776
 JD2776.The geoid height was determined by GEOID03.
 JD2776
 JD2776;                    North         East     Units Scale Factor Converg.
 JD2776;SPC MO W     -   282,492.474   894,154.801   MT  0.99996518   +0 19 03.0
 JD2776;UTM  15      - 4,285,175.532   413,724.333   MT  0.99969166   -0 37 14.2
 JD2776
 JD2776                          SUPERSEDED SURVEY CONTROL
 JD2776
 JD2776  NAD 83(1997)-  38 42 39.65039(N)    093 59 32.33321(W) AD(       ) 4
 JD2776  NAD 83(1986)-  38 42 39.65784(N)    093 59 32.33104(W) AD(       ) 4
 JD2776  NAD 27      -  38 42 39.61752(N)    093 59 31.54830(W) AD(       ) 3
 JD2776
 JD2776.Superseded values are not recommended for survey control.
 JD2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2776.See file dsdata.txt to determine how the superseded data were derived.
 JD2776
 JD2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC1372485176(NAD 83)
 JD2776_MARKER: 53 = ELEVATED TANK
 JD2776
 JD2776  HISTORY     - Date     Condition        Report By
 JD2776  HISTORY     - 1948     FIRST OBSERVED   CGS
 JD2776  HISTORY     - 1963     GOOD             CGS
 JD2776  HISTORY     - 20060505 GOOD             INDIV
 JD2776
 JD2776                          STATION DESCRIPTION
 JD2776
 JD2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2776'LOCATED IN THE SOUTHWEST SECTION OF TOWN AT THE NORTHWEST CORNER
 JD2776'OF THE HOLDEN GRADE SCHOOL YARD.  IT IS 108 FEET EAST OF STATE
 JD2776'HIGHWAY 131 (THE HIGHWAY TURNS WEST AT THIS POINT) AND 66 FEET
 JD2776'SOUTH OF THE CENTER OF AN EAST-WEST STREET.
 JD2776'
 JD2776'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER AND SUPPORTING
 JD2776'A SQUAT-TYPE TANK WITH A CONICAL SHAPED TOP.  THE HEIGHT IS ABOUT
 JD2776'125 FEET.
 JD2776'
 JD2776'THE POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
 JD2776
 JD2776                          STATION RECOVERY (1963)
 JD2776
 JD2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2776'THE STATION WAS RECOVERED AS DESCRIBED.
 JD2776
 JD2776                          STATION RECOVERY (2006)
 JD2776
 JD2776'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2776'SILVER COLOR WITH BLACK LETTERING ON THE EAST AND WEST SIDES OF TANK
 JD2776'SPELLING 'HOLDEN'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0930 ***********************************************************************
 HC0930  DESIGNATION -  HOLLADAY
 HC0930  PID         -  HC0930
 HC0930  STATE/COUNTY-  MO/MADISON
 HC0930  USGS QUAD   -  RHODES MOUNTAIN (1980)
 HC0930
 HC0930                         *CURRENT SURVEY CONTROL
 HC0930  ___________________________________________________________________
 HC0930* NAD 83(1997)-  37 35 33.88167(N)    090 23 35.42636(W)     ADJUSTED  
 HC0930* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 HC0930  ___________________________________________________________________
 HC0930  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 HC0930  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 HC0930
 HC0930  HORZ ORDER  -  THIRD
 HC0930
 HC0930.The horizontal coordinates were established by classical geodetic methods
 HC0930.and adjusted by the National Geodetic Survey in February 2000..
 HC0930
 HC0930.The orthometric height was scaled from a topographic map.
 HC0930
 HC0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0930
 HC0930.The geoid height was determined by GEOID03.
 HC0930
 HC0930;                    North         East     Units Scale Factor Converg.
 HC0930;SPC MO E     -   195,238.294   259,433.814   MT  0.99993443   +0 03 54.6
 HC0930;UTM  15      - 4,163,826.059   730,152.749   MT  1.00025251   +1 35 27.5
 HC0930
 HC0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0930!SPC MO E     -   0.99995247  x   0.99993443  =   0.99988690
 HC0930!UTM  15      -   0.99995247  x   1.00025251  =   1.00020496
 HC0930
 HC0930:                Primary Azimuth Mark                     Grid Az
 HC0930:SPC MO E     -  FREDERICKTOWN MUNICIPAL TANK             115 51 44.1
 HC0930:UTM  15      -  FREDERICKTOWN MUNICIPAL TANK             114 20 11.2
 HC0930
 HC0930|---------------------------------------------------------------------|
 HC0930| PID    Reference Object                     Distance      Geod. Az  |
 HC0930|                                                           dddmmss.s |
 HC0930| HC0925 FREDERICKTOWN MUNICIPAL TANK        APPROX. 9.6 KM 1155538.7 |
 HC0930| HC0956 COTTENER                            APPROX.21.7 KM 1312412.2 |
 HC0930| CI3842 HOLLADAY RM 2                        25.252 METERS 25554     |
 HC0930| CI3841 HOLLADAY RM 1                        21.765 METERS 33508     |
 HC0930|---------------------------------------------------------------------|
 HC0930
 HC0930                          SUPERSEDED SURVEY CONTROL
 HC0930
 HC0930  NAD 83(1997)-  37 35 33.88788(N)    090 23 35.42552(W) AD(       ) 3
 HC0930  NAD 83(1986)-  37 35 33.89378(N)    090 23 35.42455(W) AD(       ) 3
 HC0930  NAD 27      -  37 35 33.71710(N)    090 23 34.99680(W) AD(       ) 3
 HC0930
 HC0930.Superseded values are not recommended for survey control.
 HC0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0930.See file dsdata.txt to determine how the superseded data were derived.
 HC0930
 HC0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3015363826(NAD 83)
 HC0930_MARKER: DS = TRIANGULATION STATION DISK
 HC0930_SETTING: 66 = SET IN ROCK OUTCROP
 HC0930
 HC0930  HISTORY     - Date     Condition        Report By
 HC0930  HISTORY     - 1963     MONUMENTED       CGS
 HC0930
 HC0930                          STATION DESCRIPTION
 HC0930
 HC0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0930'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF
 HC0930'FREDERICKTOWN, 6 MILES SOUTH OF KNOB LICK, 3 MILES SOUTH
 HC0930'OF THE ST. FRANCIS AND MADISON COUNTY LINE, IN THE NORTHWEST
 HC0930'1/4 OF SEC. 4, T 33 N, R 6 E, AND ON PROPERTY OWNED BY REV.
 HC0930'JOHN DREISOERNER.  IT IS 85 FEET NORTHWEST OF THE CENTERLINE OF
 HC0930'A TRACK ROAD, 46 FEET EAST OF A 30 INCH OAK TREE, 28 FEET
 HC0930'NORTHEAST OF A 12 INCH OAK TREE, 25 FEET WEST OF A 12 INCH
 HC0930'OAK TREE AND 4 FEET SOUTHWEST OF A WITNESS POST.  THE STATION
 HC0930'MARK IS A STANDARD STATION MARK DISK CEMENTED IN A DRILL
 HC0930'HOLE IN OUTCROPPING BEDROCK PROJECTING 1 FOOT AND THE DISK
 HC0930'IS STAMPED HOLLADAY 1963.
 HC0930'
 HC0930'TO REACH FROM THE WEST SIDE OF THE COURTHOUSE SQUARE IN
 HC0930'FREDERICKTOWN, GO WEST ON STATE HIGHWAY 72 FOR 6.6 MILES
 HC0930'TO THE JUNCTION OF HIGHWAY 72 AND COUNTY ROAD D AND A
 HC0930'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE
 HC0930'GRAVELED ROAD FOR 0.4 MILE TO A CHURCH ON THE RIGHT AND A HOUSE
 HC0930'ON THE LEFT.  CONTINUE NORTH ON A TRACK ROAD FOR 0.65 MILE
 HC0930'TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE
 HC0930'TRACK ROAD FOR 0.55 MILE TO AN OLD STONE HOUSE ON THE LEFT.
 HC0930'CONTINUE NORTH ON THE TRACK ROAD FOR 0.15 MILE TO A FORK.
 HC0930'TAKE RIGHT FORK AND GO NORTHEAST FOR 0.45 MILE TO END OF
 HC0930'TRACK ROAD AT TOP OF HILL AND THE STATION.
 HC0930'
 HC0930'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 HC0930'IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 2 FOOT.  IT
 HC0930'IS 60 FEET NORTH OF THE 30 INCH OAK TREE, 27 FEET EAST OF A
 HC0930'24 INCH OAK TREE, 21 FEET WEST OF A 15 INCH OAK TREE AND THE
 HC0930'DISK IS STAMPED HOLLADAY NO 1 1963.
 HC0930'
 HC0930'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 HC0930'DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 2 FOOT.  IT IS
 HC0930'44 FEET SOUTHWEST OF THE 30 INCH OAK TREE, 15 FEET WEST OF
 HC0930'A 10 INCH OAK TREE, SET AT THE SOUTH EDGE OF THE LARGE
 HC0930'OUTCROPPING BEDROCK AND THE DISK IS STAMPED HOLLADAY NO
 HC0930'2 1963.
 HC0930'
 HC0930'NO MEASUREMENT BETWEEN R.M.S, TREES ON LINE.
 HC0930'
 HC0930'NO SUITABLE PLACE FOR AN AZIMUTH MARK OR REFERENCE MARK 3.
 HC0930'
 HC0930'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0555 ***********************************************************************
 GG0555  DESIGNATION -  HOLLAND
 GG0555  PID         -  GG0555
 GG0555  STATE/COUNTY-  MO/MCDONALD
 GG0555  USGS QUAD   -  JANE (1982)
 GG0555
 GG0555                         *CURRENT SURVEY CONTROL
 GG0555  ___________________________________________________________________
 GG0555* NAD 83(1997)-  36 31 16.83474(N)    094 17 47.01475(W)     ADJUSTED  
 GG0555* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 GG0555  ___________________________________________________________________
 GG0555  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GG0555  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GG0555
 GG0555  HORZ ORDER  -  THIRD
 GG0555
 GG0555.The horizontal coordinates were established by classical geodetic methods
 GG0555.and adjusted by the National Geodetic Survey in February 2000..
 GG0555
 GG0555.The orthometric height was scaled from a topographic map.
 GG0555
 GG0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0555
 GG0555.The geoid height was determined by GEOID03.
 GG0555
 GG0555;                    North         East     Units Scale Factor Converg.
 GG0555;SPC MO W     -    39,373.764   868,235.308   MT  0.99994527   +0 07 16.2
 GG0555;SPC AR N     -   245,154.847   194,324.426   MT  1.00006964   -1 20 10.6
 GG0555;SPC AR N     -   804,312.19    637,546.05   sFT  1.00006964   -1 20 10.6
 GG0555;UTM  15      - 4,042,557.076   383,930.139   MT  0.99976598   -0 46 17.8
 GG0555
 GG0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0555!SPC MO W     -   0.99994652  x   0.99994527  =   0.99989179
 GG0555!SPC AR N     -   0.99994652  x   1.00006964  =   1.00001616
 GG0555!UTM  15      -   0.99994652  x   0.99976598  =   0.99971251
 GG0555
 GG0555|---------------------------------------------------------------------|
 GG0555| PID    Reference Object                     Distance      Geod. Az  |
 GG0555|                                                           dddmmss.s |
 GG0555| CI1653 HOLLAND RM 2                         18.880 METERS 01549     |
 GG0555| GG0549 POWELL LOOKOUT TOWER                APPROX.10.0 KM 0721907.4 |
 GG0555| CI1651 HOLLAND AZ MK                                      1300335.3 |
 GG0555| CI1652 HOLLAND RM 1                         14.048 METERS 31817     |
 GG0555|---------------------------------------------------------------------|
 GG0555
 GG0555                          SUPERSEDED SURVEY CONTROL
 GG0555
 GG0555  NAD 83(1997)-  36 31 16.83477(N)    094 17 47.01483(W) AD(       ) 3
 GG0555  NAD 83(1997)-  36 31 16.83837(N)    094 17 47.01521(W) AD(       ) 3
 GG0555  NAD 83(1997)-  36 31 16.84719(N)    094 17 47.01777(W) AD(       ) 3
 GG0555  NAD 83(1986)-  36 31 16.84824(N)    094 17 47.01726(W) AD(       ) 3
 GG0555  NAD 27      -  36 31 16.57990(N)    094 17 46.25890(W) AD(       ) 3
 GG0555
 GG0555.Superseded values are not recommended for survey control.
 GG0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0555.See file dsdata.txt to determine how the superseded data were derived.
 GG0555
 GG0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8393042557(NAD 83)
 GG0555_MARKER: DS = TRIANGULATION STATION DISK
 GG0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0555_STAMPING: HOLLAND 1961
 GG0555_MARK LOGO: CGS   
 GG0555_PROJECTION: FLUSH
 GG0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0555+STABILITY: SURFACE MOTION
 GG0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0555+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1993
 GG0555
 GG0555  HISTORY     - Date     Condition        Report By
 GG0555  HISTORY     - 1961     MONUMENTED       CGS
 GG0555  HISTORY     - 1990     POOR             USPSQD
 GG0555  HISTORY     - 19930614 GOOD             MOHC
 GG0555
 GG0555                          STATION DESCRIPTION
 GG0555
 GG0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0555'ABOUT 2 MILES SOUTH-SOUTHEAST OF JANE, IN THE NORTHWEST 1/4
 GG0555'OF SECTION 28, T 21 N, R 24 W AND ON PROPERTY OF MR. JAMES W.
 GG0555'HOLLAND.  IT IS 8 FEET EAST OF A WITNESS POST, 10 FEET NORTHEAST
 GG0555'OF A 12 INCH HICKORY TREE, 41 FEET WEST OF A 20 INCH OAK TREE,
 GG0555'52 FEET SOUTHEAST OF A 30 INCH OAK TREE AND 62 FEET SOUTHWEST
 GG0555'OF A 24 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK
 GG0555'IS STAMPED HOLLAND 1961.
 GG0555'
 GG0555'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY
 GG0555'90 AT THE SOUTHEAST EDGE OF JANE, GO SOUTHEAST ON U.S. HIGHWAY
 GG0555'71 FOR 1.8 MILES TO A GRAVELED DRIVEWAY, TO MR. HOLLANDS
 GG0555'HOME ON THE RIGHT.* TURN RIGHT ON DRIVEWAY PASSING ON SOUTH
 GG0555'SIDE OF MR. HOLLANDS HOUSE AND GO WEST AND SOUTH ON A BLADED
 GG0555'ROAD FOR 0.1 MILE TO END OF BLADED ROAD AT THE SOUTH END OF
 GG0555'A LONG POULTRY BUILDING.  GO WEST ACROSS A PASTURE FOR 0.2
 GG0555'MILE TO A BLADED ROAD UP A STEEP HILL.  GO NORTHWEST UP
 GG0555'STEEP HILL ON THE BLADED ROAD FOR 0.1 MILE TO THE STATION
 GG0555'ON HIGHEST POINT OF THE HILL.
 GG0555'
 GG0555'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHEAST ON
 GG0555'HIGHWAY 71 FOR 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT,
 GG0555'JUST SOUTH OF A D-X SERVICE STATION.
 GG0555'
 GG0555'REFERENCE MARK 1 IS 6 FEET SOUTHEAST OF A 20 INCH OAK TREE
 GG0555'AND 42 FEET NORTHWEST OF THE WITNESS POST.  THE MONUMENT
 GG0555'PROJECTS 2 INCHES AND THE DISK IS STAMPED HOLLAND NO 1 1961.
 GG0555'
 GG0555'REFERENCE MARK 2 IS 3 FEET SOUTHWEST OF A 20 INCH OAK TREE AND
 GG0555'66 FEET NORTHEAST OF THE WITNESS POST.  THE MONUMENT PROJECTS
 GG0555'1 INCH AND THE DISK IS STAMPED HOLLAND NO 2 1961.
 GG0555'
 GG0555'THE AZIMUTH MARK IS 1 FOOT WEST OF A TELEPHONE POLE AND A
 GG0555'WITNESS POST, 34 FEET EAST OF THE CENTERLINE OF HIGHWAY 71,
 GG0555'35 FEET SOUTH OF THE CENTERLINE OF THE SERVICE STATION DRIVEWAY
 GG0555'AND 77 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SERVICE
 GG0555'STATION.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GG0555'HOLLAND 1961.
 GG0555'
 GG0555'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0555
 GG0555                          STATION RECOVERY (1990)
 GG0555
 GG0555'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 GG0555'MARK RECOVERED IN POOR CONDITION.
 GG0555
 GG0555                          STATION RECOVERY (1993)
 GG0555
 GG0555'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1993 (RSP)
 GG0555'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 71 AND STATE HIGHWAY 90
 GG0555'WHICH IS APPROZIMATELY 0.75 MI (1.21 KM) SW OF JANE, MO.  GO SOUTH
 GG0555'EAST ON U.S.  71 FOR APPROXIMATELY 2.3 MI (3.7 KM) TO A GRAVEL DRIVE
 GG0555'ON THE WEST SIDE OF U.S.  71, GO WEST ON THE DRIVE FOR ABOUT 300 FT
 GG0555'(91.4 M).  TO A GATE AT THE INTERSECTION OF A NS-EW FENCE, GO SOUTH
 GG0555'THROUGH GATE TOWARD A POULTRY HOUSE THEN WEST DOWN ALONG A FENCE LINE
 GG0555'UNTIL THE FENCE TURNS SOUTH, AT THAT POINT GO SW ACROSS FIELD TO AN
 GG0555'OPENING IN THE WOODS AT THE WOODS AT THE TOE OF THE KNOB, GO NW UP A
 GG0555'STEEP TRAIL FOR ABOUT 700 FT (213.4 M), TO A CLEARING ON TOP OF THE
 GG0555'KNOW.  THE STATION IS ON THE HIGH SPOT OF THE CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1759 ***********************************************************************
 GD1759  DESIGNATION -  HOLLAND
 GD1759  PID         -  GD1759
 GD1759  STATE/COUNTY-  MO/PEMISCOT
 GD1759  USGS QUAD   -  DENTON (1978)
 GD1759
 GD1759                         *CURRENT SURVEY CONTROL
 GD1759  ___________________________________________________________________
 GD1759* NAD 83(1997)-  36 01 24.87486(N)    089 52 41.23524(W)     ADJUSTED  
 GD1759* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 GD1759  ___________________________________________________________________
 GD1759  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GD1759  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD1759
 GD1759  HORZ ORDER  -  THIRD
 GD1759
 GD1759.The horizontal coordinates were established by classical geodetic methods
 GD1759.and adjusted by the National Geodetic Survey in February 2000..
 GD1759
 GD1759.The orthometric height was scaled from a topographic map.
 GD1759
 GD1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1759
 GD1759.The geoid height was determined by GEOID03.
 GD1759
 GD1759;                    North         East     Units Scale Factor Converg.
 GD1759;SPC MO E     -    21,286.415   306,050.824   MT  0.99997203   +0 21 56.7
 GD1759;SPC AR N     -   189,582.165   591,238.036   MT  0.99996526   +1 14 05.0
 GD1759;SPC AR N     -   621,987.49  1,939,753.46   sFT  0.99996526   +1 14 05.0
 GD1759;UTM  16      - 3,990,396.325   240,645.133   MT  1.00042891   -1 41 37.0
 GD1759
 GD1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1759!SPC MO E     -   0.99999218  x   0.99997203  =   0.99996421
 GD1759!SPC AR N     -   0.99999218  x   0.99996526  =   0.99995744
 GD1759!UTM  16      -   0.99999218  x   1.00042891  =   1.00042109
 GD1759
 GD1759|---------------------------------------------------------------------|
 GD1759| PID    Reference Object                     Distance      Geod. Az  |
 GD1759|                                                           dddmmss.s |
 GD1759| CG3483 HOLLAND RM 1                         27.548 METERS 02551     |
 GD1759| GD1755 STEELE MUNICIPAL TANK               APPROX. 7.9 KM 0332146.4 |
 GD1759| CG3482 HOLLAND AZ MK                                      0961804.3 |
 GD1759| CG3484 HOLLAND RM 2                         31.593 METERS 11037     |
 GD1759|---------------------------------------------------------------------|
 GD1759
 GD1759                          SUPERSEDED SURVEY CONTROL
 GD1759
 GD1759  NAD 83(1997)-  36 01 24.87568(N)    089 52 41.23496(W) AD(       ) 3
 GD1759  NAD 83(1997)-  36 01 24.87709(N)    089 52 41.23803(W) AD(       ) 3
 GD1759  NAD 83(1997)-  36 01 24.88582(N)    089 52 41.23581(W) AD(       ) 3
 GD1759  NAD 83(1997)-  36 01 24.88411(N)    089 52 41.23810(W) AD(       ) 3
 GD1759  NAD 83(1986)-  36 01 24.88595(N)    089 52 41.23597(W) AD(       ) 3
 GD1759  NAD 27      -  36 01 24.62930(N)    089 52 40.92570(W) AD(       ) 3
 GD1759
 GD1759.Superseded values are not recommended for survey control.
 GD1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1759.See file dsdata.txt to determine how the superseded data were derived.
 GD1759
 GD1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4064590396(NAD 83)
 GD1759_MARKER: DS = TRIANGULATION STATION DISK
 GD1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1759
 GD1759  HISTORY     - Date     Condition        Report By
 GD1759  HISTORY     - 1955     MONUMENTED       CGS
 GD1759  HISTORY     - 1970     GOOD             NGS
 GD1759  HISTORY     - 19720518 GOOD             USGS
 GD1759  HISTORY     - 20040211 MARK NOT FOUND   USACE
 GD1759
 GD1759                          STATION DESCRIPTION
 GD1759
 GD1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 GD1759'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF BLYTHEVILLE, ARKANSAS,
 GD1759'2 MILES SOUTH OF HOLLAND, MISSOURI, 1.5 MILES NORTH OF THE ARKANSAS
 GD1759'MISSOURI STATE LINE, 0.3 MILE WEST OF U.S. HIGHWAY 61, 95 FEET
 GD1759'NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 50 FEET
 GD1759'SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 35 FEET NORTH OF A
 GD1759'WIRE FENCE AND AN 18-INCH OAK TREE, 22 FEET WEST OF A WIRE FENCE,
 GD1759'21 FEET WEST OF A WHITE 4 INCH X 4 INCH WITNESS POST AND ON LAND
 GD1759'OWNED BY MR. C. H.  FOWLER.
 GD1759'
 GD1759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 GD1759'HIGHWAYS E AND F, JUST EAST OF THE HOLLAND HIGH SCHOOL IN HOLLAND,
 GD1759'GO SOUTHWEST AND SOUTH ON U.S. HIGHWAY 61 FOR 2.15 MILES TO A BRIDGE
 GD1759'OVER A LARGE DRAINAGE DITCH, CONTINUE SOUTH AND SOUTHWEST ON THE
 GD1759'HIGHWAY FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT,
 GD1759'WEST-NORTHWEST AND GO FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT
 GD1759'AS DESCRIBED BELOW, CONTINUE ON THE DIRT ROAD FOR 0.25 MILE TO
 GD1759'THE FARM HOUSE AND THE STATION AS DESCRIBED.
 GD1759'
 GD1759'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 GD1759'IS STAMPED HOLLAND 1955.
 GD1759'
 GD1759'REFERENCE MARK 1 IS 19 FEET SOUTH-SOUTHEAST OF A 25-INCH OAK TREE AND
 GD1759'2 FEET WEST OF THE WEST WALL OF THE BARN.  THE MARK PROJECTS 5
 GD1759'INCHES AND THE DISK IS STAMPED HOLLAND NO 1 1955.
 GD1759'
 GD1759'REFERENCE MARK 2 IS 75 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN
 GD1759'AND 1 FOOT NORTH OF A GATE POST.  THE MARK PROJECTS 4 INCHES AND THE
 GD1759'DISK IS STAMPED HOLLAND NO 2 1955.
 GD1759'
 GD1759'THE AZIMUTH MARK IS 160 FEET WEST-NORTHWEST OF THE CENTER OF U.S.
 GD1759'HIGHWAY 61, 30 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 2 FEET
 GD1759'WEST-NORTHWEST OF A WHITE 4 INCH X 4 INCH WITNESS POST AND 1 FOOT
 GD1759'NORTH OF A POWERLINE POLE.  THE MARK PROJECTS 2 INCHES AND THE
 GD1759'DISK IS STAMPED HOLLAND 1955.
 GD1759'
 GD1759'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GD1759
 GD1759                          STATION RECOVERY (1970)
 GD1759
 GD1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1759'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION WAS OCCUPIED AND
 GD1759'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.  DUE TO
 GD1759'VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 GD1759'
 GD1759'STATION IS LOCATED ABOUT 7 MILES NORTH OF BLYTHEVILLE, ARKANSAS,
 GD1759'IN AN OLD FARM YARD ON THE PROPERTY OF MR. HARRY BROWN, 98 FEET WEST
 GD1759'OF THE CENTERLINE OF A FIELD ROAD, 75 FEET NORTH OF THE NORTHWEST
 GD1759'CORNER OF A FRAME HOUSE, 64 FEET NORTHEAST OF A 36 INCH OAK TREE,
 GD1759'46 FEET EAST OF A 20 INCH PECAN TREE, 55 FEET SOUTHWEST OF THE
 GD1759'SOUTHWEST CORNER OF A BARN, 1 FOOT EAST OF A METAL WITNESS
 GD1759'POST, MONUMENT IS 1 INCH UNDERGROUND AND THE DISK IS
 GD1759'STAMPED HOLLAND 1955.
 GD1759'
 GD1759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 BUSINESS
 GD1759'ROUTE AND CO. RDS. F AND E AND THE HOLLAND HIGH SCHOOL AT THE EAST
 GD1759'EDGE OF HOLLAND, GO SOUTH ON HIGHWAY 61 FOR 2.2 MILES TO A BRIDGE
 GD1759'OVER A DRAINAGE DITCH.  CONTINUE SOUTHWEST FOR 0.3 MILE TO A FIELD
 GD1759'ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GD1759'SOUTHWEST ON THE HIGHWAY FOR 0.4 MILE TO A HOUSE AND A FIELD
 GD1759'ROAD ON RIGHT.  TURN RIGHT AND GO NORTH ON THE FIELD ROAD FOR 0.25
 GD1759'MILE TO THE STATION.
 GD1759'
 GD1759'REFERENCE MARK 1 IS 56 FEET WEST OF THE CENTERLINE OF THE FIELD ROAD,
 GD1759'22 FEET SOUTHEAST OF A 20 INCH PECAN TREE, 15 FEET NORTH OF THE
 GD1759'NORTHWEST CORNER OF THE BARN, 41 FEET EAST OF A 24 INCH PECAN TREE,
 GD1759'MONUMENT IS FLUSH AND THE DISK IS STAMPED HOLLAND NO 1 1955.
 GD1759'
 GD1759'REFERENCE MARK 2 IS LOCATED NEAR THE CENTER OF THE FIELD ROAD, 79
 GD1759'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 62 FEET NORTHEAST
 GD1759'OF NORTHEAST CORNER OF HOUSE, 41 FEET NORTHEAST OF A 24 INCH OAK
 GD1759'TREE, MONUMENT IS FLUSH AND THE DISK IS STAMPED HOLLAND NO 2 1955.
 GD1759'
 GD1759'THE AZIMUTH MARK IS 145 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GD1759'CONCRETE BLOCK BUILDING, 120 FEET NORTHWEST OF THE CENTERLINE OF THE
 GD1759'HIGHWAY, 28 FEET SOUTH OF CENTERLINE OF FIELD ROAD, 1 FOOT NORTH OF
 GD1759'A POWER POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 110 FEET
 GD1759'WEST OF THE SOUTH END OF A METAL CULVERT, MONUMENT PROJECTS 2 INCHES
 GD1759'AND THE DISK IS STAMPED HOLLAND 1955.
 GD1759'
 GD1759'HEIGHT OF LIGHT ABOVE THE STATION MARK - 5 FEET.
 GD1759'
 GD1759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2 MILES
 GD1759'SOUTH OF HOLLAND.
 GD1759
 GD1759                          STATION RECOVERY (1972)
 GD1759
 GD1759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 GD1759'RECOVERED IN GOOD CONDITION.
 GD1759
 GD1759                          STATION RECOVERY (2004)
 GD1759
 GD1759'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1049 ***********************************************************************
 KD1049  DESIGNATION -  HOLLIDAY RESET
 KD1049  PID         -  KD1049
 KD1049  STATE/COUNTY-  MO/MONROE
 KD1049  USGS QUAD   -  MADISON (1959)
 KD1049
 KD1049                         *CURRENT SURVEY CONTROL
 KD1049  ___________________________________________________________________
 KD1049* NAD 83(1997)-  39 29 08.22828(N)    092 09 16.48960(W)     ADJUSTED  
 KD1049* NAVD 88     -       242.00   (+/-2cm)     794.0    (feet)  VERTCON   
 KD1049  ___________________________________________________________________
 KD1049  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 KD1049  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD1049
 KD1049  HORZ ORDER  -  FIRST
 KD1049  VERT ORDER  -  THIRD ? (See Below)
 KD1049
 KD1049.The horizontal coordinates were established by classical geodetic methods
 KD1049.and adjusted by the National Geodetic Survey in February 2000..
 KD1049
 KD1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1049.The vertical order pertains to the NGVD 29 superseded value.
 KD1049
 KD1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1049
 KD1049.The geoid height was determined by GEOID03.
 KD1049
 KD1049;                    North         East     Units Scale Factor Converg.
 KD1049;SPC MO C     -   405,397.633   529,714.893   MT  0.99994420   +0 13 10.7
 KD1049;UTM  15      - 4,371,009.587   572,703.828   MT  0.99966508   +0 32 15.4
 KD1049
 KD1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1049!SPC MO C     -   0.99996709  x   0.99994420  =   0.99991129
 KD1049!UTM  15      -   0.99996709  x   0.99966508  =   0.99963218
 KD1049
 KD1049:                Primary Azimuth Mark                     Grid Az
 KD1049:SPC MO C     -  SHELBINA MUN WATER LT PLT TANK           021 28 38.2
 KD1049:UTM  15      -  SHELBINA MUN WATER LT PLT TANK           021 09 33.5
 KD1049
 KD1049|---------------------------------------------------------------------|
 KD1049| PID    Reference Object                     Distance      Geod. Az  |
 KD1049|                                                           dddmmss.s |
 KD1049| KD1013 SHELBINA MUN WATER LT PLT TANK      APPROX.25.0 KM 0214148.9 |
 KD1049| CL9555 HOLLIDAY RM 1                        41.569 METERS 05106     |
 KD1049| KD1042 PARIS MUNICIPAL TANK                APPROX.12.4 KM 0920212.8 |
 KD1049| CL9554 HOLLIDAY AZ MK                                     1443912.5 |
 KD1049| KD1045 KIRKLAND                            APPROX.19.3 KM 1564429.4 |
 KD1049| CL9557 HOLLIDAY RM 3                        31.203 METERS 19833     |
 KD1049| KD1074 MOBERLY BROWN SHOE CO STACK         APPROX.25.6 KM 2513148.1 |
 KD1049| KD1073 MOBERLY BROWN SHOE CO TANK          APPROX.25.6 KM 2513918.2 |
 KD1049| CL9558 HOLLIDAY RM 4                        10.424 METERS 25240     |
 KD1049| KD1071 MOBERLY MO PWR LT CO STACK          APPROX.25.6 KM 2541935.0 |
 KD1049| KD1069 MOBERLY WEST MUNICIPAL TANK         APPROX.26.6 KM 2571524.0 |
 KD1049| CL9556 HOLLIDAY RM 2                        43.913 METERS 35124     |
 KD1049|---------------------------------------------------------------------|
 KD1049
 KD1049                          SUPERSEDED SURVEY CONTROL
 KD1049
 KD1049  NAD 83(1997)-  39 29 08.23473(N)    092 09 16.49633(W) AD(       ) 1
 KD1049  NAD 83(1986)-  39 29 08.23575(N)    092 09 16.49753(W) AD(       ) 1
 KD1049  NAD 27      -  39 29 08.09990(N)    092 09 15.86790(W) AD(       ) 1
 KD1049  NGVD 29 (07/19/86)  242.00   (m)          794.0    (f) LEVELING    3  
 KD1049
 KD1049.Superseded values are not recommended for survey control.
 KD1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1049.See file dsdata.txt to determine how the superseded data were derived.
 KD1049
 KD1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7270471010(NAD 83)
 KD1049_MARKER: DS = TRIANGULATION STATION DISK
 KD1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1049
 KD1049  HISTORY     - Date     Condition        Report By
 KD1049  HISTORY     - 1934     MONUMENTED       CGS
 KD1049  HISTORY     - 1948     GOOD             CGS
 KD1049  HISTORY     - 1967     MARK NOT FOUND   CGS
 KD1049
 KD1049                          STATION DESCRIPTION
 KD1049
 KD1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1049'STATION IS ABOUT 1-1/2 MILES WSW OF HOLLIDAY, IN THE
 KD1049'RIGHT-OF-WAY OF THE WABASH RAILROAD, IN THE NE 1/4 SEC. 8,
 KD1049'T 54 N, R 11 W.  THE STATION IS JUST S OF THE N RIGHT-OF-WAY
 KD1049'FENCE OF THE RAILROAD, (LAND TO N OWNED BY ORVILLE CHOWNING
 KD1049'AND EDMUND BASSETT).  IT IS 33 FEET NNW OF THE N RAIL OF THE
 KD1049'RAILROAD, 37 FEET E OF A FARM DRIVEWAY LEADING N AND PROJECTS
 KD1049'6 INCHES.
 KD1049'
 KD1049'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KD1049'BRONZE DISKS SET IN CONCRETE.
 KD1049'
 KD1049'REFERENCE MARK NO. 1 IS NE OF THE STATION, JUST N OF THE
 KD1049'N RIGHT-OF-WAY FENCE OF THE RAILROAD, 25 FEET E OF A LINE ALONG
 KD1049'THE E SIDE OF A SMALL HOUSE TO THE N, 139.67 FEET SE OF
 KD1049'REFERENCE MARK NO. 2.  THE MARK PROJECTS 3 INCHES.
 KD1049'
 KD1049'REFERENCE MARK NO. 2 IS N OF THE STATION, 14 FEET E OF THE FARM
 KD1049'DRIVEWAY, IN THE N-S FENCE ALONG THE W EDGE OF THE FIELD N OF
 KD1049'THE STATION.  THE MARK PROJECTS 7 INCHES.
 KD1049'
 KD1049'THE AZIMUTH MARK IS SE OF THE STATION, IN THE N RIGHT-OF-WAY
 KD1049'FENCE OF U.S. HIGHWAY 24 DIRECTLY ACROSS ROAD FROM FARMHOUSE.
 KD1049'THE MARK PROJECTS 4 INCHES.
 KD1049'
 KD1049'TO REACH FROM HOLIDAY GO S ON MONROE COUNTY, ROUTE A 0.8 MILE,
 KD1049'TURN W ON U.S. HIGHWAY 24, GO 1.35 MILES, TURN N AND GO 0.35
 KD1049'MILE ON FARM DRIVEWAY TO RAILROAD CROSSING AND STATION.
 KD1049'
 KD1049'ALL LIGHTS CAME INTO VIEW AT 64 FEET.
 KD1049
 KD1049                          STATION RECOVERY (1948)
 KD1049
 KD1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1049'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1934 AND
 KD1049'ALL MARKS WERE FOUND IN GOOD CONDITION.  R.M. NO. 2 IS TO BE
 KD1049'DESTROYED AS IT IS IN THE WAY OF CULTIVATION.  A NEW REFERENCE
 KD1049'MARK (NO. 3) WAS SET TO TAKE ITS PLACE.  A DIFFERENCE, IN
 KD1049'THE DISTANCE TO R.M. NO. 1, WAS FOUND.  A COMPLETE NEW
 KD1049'DESCRIPTION FOLLOWS.
 KD1049'
 KD1049'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE SMALL
 KD1049'TOWN OF HOLLIDAY, ON THE RIGHT-OF-WAY OF THE WABASH RAILROAD.
 KD1049'IT IS 75 FEET NORTHEAST OF A RAILROAD CROSSING, 32.5 FEET
 KD1049'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 14 FEET SOUTH
 KD1049'OF THE RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED HOLLIDAY
 KD1049'1934 AND PROJECTS 6 INCHES.
 KD1049'
 KD1049'REFERENCE MARK NO. 1 IS 136.38 FEET NORTHEAST OF THE STATION,
 KD1049'32 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 16 FEET
 KD1049'SOUTH OF THE FENCE LINE.  THE DISK IS STAMPED HOLLIDAY NO 1
 KD1049'1934 AND PROJECTS 6 INCHES.
 KD1049'
 KD1049'REFERENCE MARK NO. 3 IS 102.35 FEET SOUTH OF THE STATION, 25
 KD1049'FEET NORTHEAST OF A GATE POST, AND 17 FEET SOUTH OF THE SOUTH
 KD1049'RAIL OF THE MAIN TRACK.  THE DISK IS STAMPED HOLLIDAY NO 3
 KD1049'1934 AND PROJECTS 3 INCHES.
 KD1049'
 KD1049'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF THE STATION,
 KD1049'37 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 24, 41 FEET
 KD1049'EAST-SOUTHEAST OF A POWER POLE, AND IS DIRECTLY ACROSS THE ROAD
 KD1049'FROM A FARM HOUSE.  THE DISK IS STAMPED HOLLIDAY 1934 AND
 KD1049'PROJECTS 8 INCHES.
 KD1049'
 KD1049'TO REACH THE STATION FROM THE MAIN CROSS-STREET IN HOLLIDAY,
 KD1049'GO SOUTH ON A GRAVELED ROAD FOR 0.8 MILE TO U.S. HIGHWAY 24.
 KD1049'TURN RIGHT AND GO 1.15 MILES TO THE AZIMUTH MARK ON RIGHT.
 KD1049'FROM HERE CONTINUE WEST FOR 0.15 MILE TO A SIDE ROAD RIGHT.
 KD1049'TURN RIGHT AND GO 0.3 MILE TO A RAILROAD CROSSING AND THE STATION
 KD1049'AS DESCRIBED.
 KD1049'
 KD1049'HEIGHT OF TOWER - 90 FEET.
 KD1049'
 KD1049'A 100 FOOT SIGNAL AT KIRKLAND 1934 IS VISIBLE AT 10 FEET.
 KD1049'
 KD1049'AN 87 FOOT SIGNAL AT PARIS IS VISIBLE AT 37 FEET.
 KD1049'
 KD1049'A 100 FOOT SIGNAL AT BONNEL 1934 IS VISIBLE AT 64 FEET.
 KD1049'
 KD1049'A 100 FOOT SIGNAL AT CAIRO IS VISIBLE AT 64 FEET.
 KD1049'
 KD1049'A 100 FOOT SIGNAL AT WOOD 1934 IS VISIBLE AT 20 FEET.
 KD1049'
 KD1049'AN 87 FOOT SIGNAL AT GRANDVILLE IS VISIBLE AT 37 FEET.
 KD1049
 KD1049                          STATION RECOVERY (1967)
 KD1049
 KD1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1049'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE
 KD1049'DESTROYED BY GRADING ALONG THE RAILROAD RIGHT-OF-WAY.  THE
 KD1049'UNDERGROUND STATION MARK, REFERENCE MARK NO. 3 WERE RECOVERED
 KD1049'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED
 KD1049'BUT HAS BEEN HIT AND WAS LEANING, THE DIRECTION BETWEEN THE MARK
 KD1049'AND REFERENCE MARK NO. 3 CHECKED.
 KD1049'
 KD1049'A NEW SURFACE STATION MARK AND REFERENCE MARK NO. 4 WAS SET.
 KD1049'
 KD1049'FOLLOWING IS A NEW DESCRIPTION.
 KD1049'
 KD1049'TO REACH THE STATION FROM THE RAILROAD CROSSING IN HOLLIDAY,
 KD1049'GO NORTH ON COUNTY ROAD A FOR 0.8 MILE TO THE JUNCTION OF U.S.
 KD1049'HIGHWAY 24.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 24 FOR
 KD1049'1.15 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK ON
 KD1049'THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 24 FOR 0.15 TO A
 KD1049'FARM ROAD AND BOARD GATE ON THE RIGHT.  TURN RIGHT, PASSING
 KD1049'THROUGH THE GATE AND GO NORTH ON THE FARM ROAD FOR 0.3 MILE
 KD1049'TO A RAILROAD CROSSING AND THE STATION IS 75 FEET NORTHEAST
 KD1049'OF THE CROSSING.
 KD1049'
 KD1049'STATION SURFACE MARK, A STANDARD DISK STAMPED HOLLIDAY 1934
 KD1049'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 KD1049'WITH THE SURFACE OF THE GROUND.  IT IS 32.5 FEET NORTH OF THE
 KD1049'NORTH RAIL OF THE MAIN TRACK, 37 FEET NORTHEAST OF THE NORTHEAST
 KD1049'EDGE OF A PIPE CULVERT, 14 FEET SOUTH OF THE RIGHT-OF-WAY
 KD1049'FENCE, AND AT THE NORTH EDGE OF A DRAINAGE DITCH.  THE
 KD1049'UNDERGROUND MARK, A STANDARD DISK STAMPED HOLLIDAY 1934, IS SET
 KD1049'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 KD1049'SURFACE OF THE GROUND.
 KD1049'
 KD1049'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HOLLIDAY NO. 3
 KD1049'1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KD1049'WITH THE SURFACE OF THE GROUND.  IT IS 25 FEET NORTHEAST OF A
 KD1049'GATE POST, 17 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 KD1049'9 FEET EAST OF THE CENTER OF THE FARM ROAD.
 KD1049'
 KD1049'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HOLLIDAY 1934
 KD1049'NO. 4 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KD1049'PROJECTS 1 INCH.  IT IS 52.5 FEET NORTH OF THE NORTH RAIL
 KD1049'OF THE MAIN TRACK, 8 FEET EAST OF THE CENTER OF THE FARM ROAD,
 KD1049'2 FEET SOUTHEAST OF A GATE POST, AND 1 FOOT SOUTHWEST OF A METAL
 KD1049'WITNESS POST.
 KD1049'
 KD1049'AZIMUTH MARK, A STANDARD DISK STAMPED HOLLIDAY AZIMUTH 1934,
 KD1049'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 8
 KD1049'INCHES.  IT IS 41 FEET SOUTHEAST OF A POWERLINE POLE WITH A
 KD1049'TRANSFORMER, 37 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 24,
 KD1049'AND 24 FEET SOUTH OF A FENCE.
 KD1049'
 KD1049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 KD1049'1-1/2 MILES SOUTHWEST OF HOLLIDAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1404 ***********************************************************************
 HD1404  DESIGNATION -  HOLMAN
 HD1404  PID         -  HD1404
 HD1404  STATE/COUNTY-  MO/CEDAR
 HD1404  USGS QUAD   -  CAPLINGER MILLS (1991)
 HD1404
 HD1404                         *CURRENT SURVEY CONTROL
 HD1404  ___________________________________________________________________
 HD1404* NAD 83(1997)-  37 45 43.12736(N)    093 50 24.08724(W)     ADJUSTED  
 HD1404* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 HD1404  ___________________________________________________________________
 HD1404  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 HD1404  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HD1404
 HD1404  HORZ ORDER  -  THIRD
 HD1404
 HD1404.The horizontal coordinates were established by classical geodetic methods
 HD1404.and adjusted by the National Geodetic Survey in February 2000..
 HD1404
 HD1404.The orthometric height was scaled from a topographic map.
 HD1404
 HD1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1404
 HD1404.The geoid height was determined by GEOID03.
 HD1404
 HD1404;                    North         East     Units Scale Factor Converg.
 HD1404;SPC MO W     -   177,237.745   908,151.055   MT  0.99998281   +0 24 15.0
 HD1404;SPC MO C     -   214,860.742   381,928.135   MT  1.00010499   -0 49 14.5
 HD1404;UTM  15      - 4,179,738.887   426,009.712   MT  0.99966743   -0 30 52.0
 HD1404
 HD1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1404!SPC MO W     -   0.99995826  x   0.99998281  =   0.99994107
 HD1404!SPC MO C     -   0.99995826  x   1.00010499  =   1.00006324
 HD1404!UTM  15      -   0.99995826  x   0.99966743  =   0.99962570
 HD1404
 HD1404|---------------------------------------------------------------------|
 HD1404| PID    Reference Object                     Distance      Geod. Az  |
 HD1404|                                                           dddmmss.s |
 HD1404| CM3789 HOLMAN RM 1                          23.592 METERS 08334     |
 HD1404| CM3788 HOLMAN AZ MK                                       1435018.7 |
 HD1404| HD1396 STOCKTON MUNICIPAL TANK             APPROX. 8.2 KM 1524740.5 |
 HD1404| CM3790 HOLMAN RM 2                          32.263 METERS 17149     |
 HD1404|---------------------------------------------------------------------|
 HD1404
 HD1404                          SUPERSEDED SURVEY CONTROL
 HD1404
 HD1404  NAD 83(1997)-  37 45 43.12807(N)    093 50 24.08800(W) AD(       ) 3
 HD1404  NAD 83(1997)-  37 45 43.13682(N)    093 50 24.08775(W) AD(       ) 3
 HD1404  NAD 83(1986)-  37 45 43.13815(N)    093 50 24.08577(W) AD(       ) 3
 HD1404  NAD 27      -  37 45 42.99900(N)    093 50 23.32900(W) AD(       ) 3
 HD1404
 HD1404.Superseded values are not recommended for survey control.
 HD1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1404.See file dsdata.txt to determine how the superseded data were derived.
 HD1404
 HD1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB2601079739(NAD 83)
 HD1404_MARKER: DS = TRIANGULATION STATION DISK
 HD1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1404
 HD1404  HISTORY     - Date     Condition        Report By
 HD1404  HISTORY     - 1948     MONUMENTED       CGS
 HD1404  HISTORY     - 1965     GOOD             CGS
 HD1404  HISTORY     - 1973     MARK NOT FOUND   NGS
 HD1404  HISTORY     - 1973     MARK NOT FOUND   USE
 HD1404  HISTORY     - 19880303 MARK NOT FOUND   USPSQD
 HD1404
 HD1404                          STATION DESCRIPTION
 HD1404
 HD1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HD1404'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF STOCKTON
 HD1404'AND 3.0 MILES SOUTHWEST OF CAPLINGER MILLS ON LAND OWNED
 HD1404'AND OCCUPIED BY MR. DWIGHT HOLMAN.  IT IS ABOUT 0.05 MILE SOUTH OF
 HD1404'THE HOLMAN FARM HOUSE, ABOUT 50 FEET NORTHEAST OF THE HIGHEST
 HD1404'POINT OF THE RIDGE AND 17 FEET NORTHEAST OF THE CENTER OF THE
 HD1404'DRIVEWAY.  IT IS STAMPED HOLMAN 1948 AND SET FLUSH WITH THE
 HD1404'GROUND.
 HD1404'
 HD1404'REFERENCE MARK NO 1 IS EAST OF THE STATION, ON THE EAST SLOPE
 HD1404'OF THE RIDGE ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 HD1404'IT IS STAMPED HOLMAN NO 1 1948 AND SET FLUSH WITH THE GROUND
 HD1404'SURFACE.
 HD1404'
 HD1404'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET IN BEDROCK 8
 HD1404'FEET NORTHEAST OF THE NORTHEAST CORNER OF OLD SHED AND 45 FEET
 HD1404'SOUTHWEST OF THE CENTER OF THE DRIVEWAY.  IT IS STAMPED HOLMAN NO
 HD1404'2 1948 AND SET FLUSH WITH THE ROCK SURFACE.
 HD1404'
 HD1404'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION,
 HD1404'SET IN THE NORTHEAST ANGLE OF CROSSROADS.  IT IS 30 FEET EAST
 HD1404'OF THE CENTER OF COUNTY ROUTE D, 35 FEET NORTH OF THE CENTER
 HD1404'OF EAST-WEST ROAD AND 2 FEET NORTH OF WITNESS POST.  IT IS
 HD1404'STAMPED HOLMAN 1948 AND PROJECTS 6 INCHES.
 HD1404'
 HD1404'TO REACH THE STATION FROM THE WEST SIDE OF THE SQUARE IN
 HD1404'STOCKTON, GO WEST ON STATE ROUTE 64 FOR 1.2 MILES TO JUNCTION
 HD1404'WITH COUNTY ROUTE D, TURN RIGHT AND GO NORTH ON ROUTE D FOR
 HD1404'4.1 MILES TO CROSSROADS AND AZIMUTH MARK ON THE EAST SIDE AS
 HD1404'DESCRIBED, CONTINUE NORTH ON ROUTE D FOR 0.5 MILE TO DRIVEWAY
 HD1404'LEFT LEADING UP TO FARM BUILDINGS, TURN LEFT AND FOLLOW ROAD
 HD1404'NORTHWEST UP HILL FOR 0.15 MILE TO THE STATION AS
 HD1404'DESCRIBED.
 HD1404'
 HD1404'A 74 FOOT SIGNAL AT STATION STOCKTON 1939 IS VISIBLE FROM
 HD1404'THE GROUND
 HD1404'
 HD1404'A 100 FOOT SIGNAL AT STATION FILLEY 1939 IS VISIBLE AT 37 FEET
 HD1404'
 HD1404'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1404
 HD1404                          STATION RECOVERY (1965)
 HD1404
 HD1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 HD1404'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HD1404'
 HD1404'THE 1948 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HD1404'
 HD1404'NOTE- COUNTY ROUTE D MENTIONED IN THE DESCRIPTION IS NOW STATE
 HD1404'HIGHWAY 37.
 HD1404'
 HD1404'A METAL WITNESS POST WAS SET 1 SOUTHWEST OF THE AZIMUTH MARK.
 HD1404
 HD1404                          STATION RECOVERY (1973)
 HD1404
 HD1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HD1404'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 HD1404'IN GOOD CONDITION.  REFERENCE MARK 1 IS IN A STALL INSIDE A
 HD1404'HORSEBARN.  THE STATION MARK IS NOW INSIDE A MACHINE SHED THAT IS
 HD1404'STACKED FULL WITH LUMBER.  THE NEW PROPERTY OWNER, MR. EDGE DID
 HD1404'NOT KNOW THE STATION MARK WAS INSIDE THE MACHINE SHED AND HE HAS
 HD1404'GRANTED PERMISSION TO MOVE THE STATION MARK FROM THE MACHINE SHED
 HD1404'WHEN HE HAS THE LUMBER REMOVED FROM THE SHED.
 HD1404'
 HD1404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 HD1404'OF CAPLINGER MILLS.
 HD1404
 HD1404                          STATION RECOVERY (1973)
 HD1404
 HD1404'RECOVERY NOTE BY US ENGINEERS 1973 (RLA)
 HD1404'HOLMAN 1948 DETERMINED FROM REF MARKS THAT IT NOW STANDS INSIDE A
 HD1404'MACHINE SHED.  MARK NOT RECOVERED.
 HD1404'
 HD1404'REF. MARK NO. 2 RECOVERED GOOD.
 HD1404'
 HD1404'HOLMAN AZIMUTH MARK RECOVERED GOOD.
 HD1404'
 HD1404'REF. MARK NO. 1 RECOVERED GOOD-BUT NOW STANDS IN A STALL INSIDE A
 HD1404'HORS BARN.
 HD1404'
 HD1404'PROPERTY OWNERSHIP CHANGED IN 1967 NEW HOUSE BUILT, OBSTRUCTS LINE OF
 HD1404'SIGHT TO AZ. MARK. HOLMAN NOT SEARCHED FOR BEYOND ASCERTAINING THAT
 HD1404'IS NOW INSIDE A MACHINE SHED AND NOT USEABLE.
 HD1404'A MR. EDGE NOW OWNS PROPERTY.
 HD1404'
 HD1404'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MI. NW OF STOCKTON MO.
 HD1404
 HD1404                          STATION RECOVERY (1988)
 HD1404
 HD1404'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJS)
 HD1404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1548 ***********************************************************************
 JC1548  DESIGNATION -  HOLMAN
 JC1548  PID         -  JC1548
 JC1548  STATE/COUNTY-  MO/CALLAWAY
 JC1548  USGS QUAD   -  MOKANE WEST (1975)
 JC1548
 JC1548                         *CURRENT SURVEY CONTROL
 JC1548  ___________________________________________________________________
 JC1548* NAD 83(1997)-  38 43 48.14984(N)    091 54 17.12421(W)     ADJUSTED  
 JC1548* NAVD 88     -       265.94   (+/-2cm)     872.5    (feet)  VERTCON   
 JC1548  ___________________________________________________________________
 JC1548  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 JC1548  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JC1548
 JC1548  HORZ ORDER  -  FIRST
 JC1548  VERT ORDER  -  THIRD ? (See Below)
 JC1548
 JC1548.The horizontal coordinates were established by classical geodetic methods
 JC1548.and adjusted by the National Geodetic Survey in February 2000..
 JC1548
 JC1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1548.The vertical order pertains to the NGVD 29 superseded value.
 JC1548
 JC1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1548
 JC1548.The geoid height was determined by GEOID03.
 JC1548
 JC1548;                    North         East     Units Scale Factor Converg.
 JC1548;SPC MO C     -   321,632.134   551,755.903   MT  0.99996631   +0 22 20.7
 JC1548;UTM  15      - 4,287,389.025   595,199.635   MT  0.99971160   +0 41 07.1
 JC1548
 JC1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1548!SPC MO C     -   0.99996334  x   0.99996631  =   0.99992965
 JC1548!UTM  15      -   0.99996334  x   0.99971160  =   0.99967495
 JC1548
 JC1548|---------------------------------------------------------------------|
 JC1548| PID    Reference Object                     Distance      Geod. Az  |
 JC1548|                                                           dddmmss.s |
 JC1548| CM3785 HOLMAN RM 1                          51.850 METERS 08013     |
 JC1548| CM3787 HOLMAN RM 3                          33.668 METERS 14341     |
 JC1548| CM3784 HOLMAN AZ MK                                       1690927.9 |
 JC1548| CM3786 HOLMAN RM 2                          32.726 METERS 29443     |
 JC1548| JC1564 FULTON CALLAWAY ELEC RAD MAST       APPROX.12.6 KM 3390710.8 |
 JC1548| JC1562 FULTON MUNICIPAL TANK               APPROX.14.3 KM 3420615.4 |
 JC1548| JC1561 FULTON WM WOODS COLEGE TANK         APPROX.14.9 KM 3442036.3 |
 JC1548| JC1560 FULTON WM WOODS COLLEGE STACK       APPROX.14.9 KM 3442034.4 |
 JC1548| JC1563 FULTON WM WOODS COL JONES HALL      APPROX.14.8 KM 3443620.1 |
 JC1548| JC1555 FULTON MUN WATER WORKS STACK        APPROX.14.0 KM 3465609.1 |
 JC1548| JC1559 FULTON MO ST DEAF DUMB SCH TK       APPROX.13.6 KM 3470843.2 |
 JC1548| JC1554 FULTON MO HOSP FOR INSANE STK       APPROX.13.3 KM 3475858.5 |
 JC1548| JC1558 FULTON MO HOSP FOR INSANE TANK      APPROX.13.2 KM 3491236.8 |
 JC1548|---------------------------------------------------------------------|
 JC1548
 JC1548                          SUPERSEDED SURVEY CONTROL
 JC1548
 JC1548  NAD 83(1986)-  38 43 48.16234(N)    091 54 17.12754(W) AD(       ) 1
 JC1548  NAD 27      -  38 43 48.01260(N)    091 54 16.47560(W) AD(       ) 1
 JC1548  NGVD 29 (07/19/86)  265.94   (m)          872.5    (f) LEVELING    3  
 JC1548
 JC1548.Superseded values are not recommended for survey control.
 JC1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1548.See file dsdata.txt to determine how the superseded data were derived.
 JC1548
 JC1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC9520087389(NAD 83)
 JC1548_MARKER: DS = TRIANGULATION STATION DISK
 JC1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1548
 JC1548  HISTORY     - Date     Condition        Report By
 JC1548  HISTORY     - 1934     MONUMENTED       CGS
 JC1548  HISTORY     - 1949     GOOD             CGS
 JC1548  HISTORY     - 1971     GOOD             NGS
 JC1548
 JC1548                          STATION DESCRIPTION
 JC1548
 JC1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1548'STATION IS ABOUT 2.5 MILES SSE OF HAMS PRAIRIE, 9.5 MILES BY ROAD
 JC1548'SSE OF FULTON, AND 11 MILES W BY S OF READSVILLE, IN THE SW 1/4
 JC1548'SEC. 26, T 46 N, R 9 W, ON LAND OCCUPIED BY HOLMAN SCHOOL NO. 85.
 JC1548'
 JC1548'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JC1548'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1B, 7A AND
 JC1548'11B.
 JC1548'
 JC1548'THE STATION MARK IS 111.5 FEET E OF THE SE CORNER OF THE
 JC1548'SCHOOLHOUSE, ABOUT ON LINE WITH THE S SIDE, 66 FEET S OF DIRT
 JC1548'ROAD, 45 FEET NNW OF TWIN ELM TREES, AND IS FLUSH WITH THE
 JC1548'GROUND.
 JC1548'
 JC1548'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 3 FEET S OF FENCE
 JC1548'CORNER, 15 FEET S OF CENTER LINE OF ROAD, IN FENCE LINE, AND
 JC1548'PROJECTS 6 INCHES.
 JC1548'
 JC1548'REFERENCE MARK NO. 2 IS N OF W OF THE STATION, 25 FEET S OF THE
 JC1548'CENTER LINE OF THE ROAD, 12 FEET E OF THE NE CORNER OF THE
 JC1548'SCHOOLHOUSE, 2 FEET NE OF FLAGPOLE, AND IS FLUSH WITH THE GROUND.
 JC1548'
 JC1548'THE AZIMUTH MARK IS SSE OF THE STATION, 0.45 MILE S OF
 JC1548'T-INTERSECTION 0.15 MILE E OF SCHOOLHOUSE, 30 FEET W OF THE CENTER
 JC1548'LINE OF GRAVEL ROAD, 6 INCHES E OF FENCE LINE, AND PROJECTS 6
 JC1548'INCHES.
 JC1548'
 JC1548'TO REACH FROM FULTON, GO S ON U.S. HIGHWAY 54 FROM THE SQUARE
 JC1548'FOR 0.1 MILE TO FOOT OF HILL AND SIDE ROAD LEADING E ACROSS
 JC1548'BRIDGE.  TURN E ACROSS BRIDGE AND GO 0.1 MILE TO SIDE ROAD
 JC1548'LEADING S, THENCE S AND SE ON GRADED GRAVEL ROAD FOR 9.2 MILES TO
 JC1548'A T-INTERSECTION TO THE W.  TURN W ON DIRT ROAD AND GO 0.15 MILE
 JC1548'TO THE STATION AT THE HOLMAN SCHOOL HOUSE.
 JC1548'
 JC1548'ALL LIGHTS CAME INTO VIEW AT 35 FEET.
 JC1548
 JC1548                          STATION RECOVERY (1949)
 JC1548
 JC1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1548'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1934.  ALL
 JC1548'MARKS WERE FOUND IN GOOD CONDITION EXCEPT R.M. NO. 1 WHICH HAS
 JC1548'BEEN DESTROYED BY ROAD GRADING.  A NEW MARK, R.M. NO. 3, WAS
 JC1548'ESTABLISHED TO TAKE ITS PLACE.  THE DISTANCE TO R.M. NO. 2 WAS
 JC1548'CHECKED AND FOUND TO BE CORRECT.  THE OLD DESCRIPTION IS ADEQUATE
 JC1548'EXCEPT FOR THE FOLLOWING CHANGES.
 JC1548'
 JC1548'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTERLINE OF THE
 JC1548'ROAD, 11 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL, AND 6
 JC1548'FEET SOUTH OF THE FLAG POLE.
 JC1548'
 JC1548'REFERENCE MARK NO. 3 IS SET AT THE NORTH END OF A CULTIVATED
 JC1548'FIELD.  THE DISK IS STANDARD HOLMAN NO 3 1949 AND PROJECTS 4
 JC1548'INCHES.
 JC1548'
 JC1548'THE GRAVELLED ROAD MENTIONED IN THE DESCRIPTION IS NOW COUNTY
 JC1548'ROUTE C AND IS NOW A MACADAM ROAD.
 JC1548'
 JC1548'HEIGHT OF TOWER - 77 FEET.
 JC1548
 JC1548                          STATION RECOVERY (1971)
 JC1548
 JC1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1548'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, AND
 JC1548'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JC1548'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY WITH THESE ADDITIONAL
 JC1548'NOTES.
 JC1548'
 JC1548'REFERENCE MARK NO. 3 IS 28 FEET EAST OF A CORNER FENCE POST AT
 JC1548'SOUTHEAST CORNER OF THE OLD SCHOOLYARD.
 JC1548'
 JC1548'THREE IRON STAKES HAVE BEEN PLACED AROUND THE AZIMUTH MARK BY THE
 JC1548'HIGHWAY DEPARTMENT TO PROTECT THE MARK.
 JC1548'
 JC1548'TO REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY 54 AND
 JC1548'STATE ROAD C WHICH IS 0.15 MILE SOUTH OF THE SOUTHEAST CORNER OF THE
 JC1548'COURTHOUSE SQUARE IN FULTON, CROSS BRIDGE AND GO EAST ON STATE ROAD
 JC1548'C FOR 0.1 MILE TO THE JUNCTION OF STATE ROADS O AND C.  TURN RIGHT
 JC1548'AND GO SOUTHERLY ON STATE ROAD C FOR 8.6 MILES TO THE JUNCTION OF
 JC1548'STATE ROAD VV.  CONTINUE SOUTH ON STATE ROAD C FOR 0.8 MILE TO A
 JC1548'SIDE ROAD ON THE RIGHT (CONTINUE SOUTH ON STATE ROAD C FOR 0.5
 JC1548'MILE TO THE AZIMUTH MARK ON THE RIGHT).  TURN RIGHT AND GO WEST ON
 JC1548'A GRAVELED ROAD FOR 0.15 MILE TO THE OLD HOLMAN SCHOOL AND THE
 JC1548'STATION ON THE LEFT.
 JC1548'
 JC1548'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 JC1548'SSE OF HAMS PRAIRIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1942 ***********************************************************************
 JE1942  DESIGNATION -  HOLMES RESET
 JE1942  PID         -  JE1942
 JE1942  STATE/COUNTY-  MO/JACKSON
 JE1942  USGS QUAD   -  GRANDVIEW (1991)
 JE1942
 JE1942                         *CURRENT SURVEY CONTROL
 JE1942  ___________________________________________________________________
 JE1942* NAD 83(1997)-  38 59 25.50081(N)    094 34 54.44501(W)     ADJUSTED  
 JE1942* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 JE1942  ___________________________________________________________________
 JE1942  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JE1942  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JE1942
 JE1942  HORZ ORDER  -  SECOND
 JE1942
 JE1942.The horizontal coordinates were established by classical geodetic methods
 JE1942.and adjusted by the National Geodetic Survey in February 2000..
 JE1942
 JE1942.The orthometric height was scaled from a topographic map.
 JE1942
 JE1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1942
 JE1942.The geoid height was determined by GEOID03.
 JE1942
 JE1942;                    North         East     Units Scale Factor Converg.
 JE1942;SPC MO W     -   313,388.764   842,914.263   MT  0.99994179   -0 03 05.3
 JE1942;SPC KS N     -    78,531.793   696,067.095   MT  0.99996711   +2 09 45.9
 JE1942;UTM  15      - 4,316,903.104   363,007.867   MT  0.99983109   -0 59 43.4
 JE1942
 JE1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1942!SPC MO W     -   0.99995659  x   0.99994179  =   0.99989838
 JE1942!SPC KS N     -   0.99995659  x   0.99996711  =   0.99992370
 JE1942!UTM  15      -   0.99995659  x   0.99983109  =   0.99978768
 JE1942
 JE1942:                Primary Azimuth Mark                     Grid Az
 JE1942:SPC MO W     -  HOLMES AZ MK                             011 32 58.4
 JE1942:SPC KS N     -  HOLMES AZ MK                             009 20 07.2
 JE1942:UTM  15      -  HOLMES AZ MK                             012 29 36.5
 JE1942
 JE1942|---------------------------------------------------------------------|
 JE1942| PID    Reference Object                     Distance      Geod. Az  |
 JE1942|                                                           dddmmss.s |
 JE1942| CM3791 HOLMES AZ MK                                       0112953.1 |
 JE1942| KE1466 KANSAS CITY PASEO HS CHIMNEY        APPROX. 5.6 KM 0141023.8 |
 JE1942| KE1449 KANSAS CITY GOOD SHEPHERD STK       APPROX. 1.7 KM 0155425.5 |
 JE1942| KE1456 KANSAS CITY LITTLE SISTERS CUP      APPROX. 4.6 KM 0182350.4 |
 JE1942| KE1467 KANSAS CITY SWOPE PK LODG CHIM      APPROX. 4.5 KM 0483840.0 |
 JE1942| KE1475 KANSAS CITY SWOPE PK HSE S TWR      APPROX. 4.0 KM 0632204.5 |
 JE1942| JE1945 KANSAS CITY BLENHEIM SCH STACK      APPROX. 2.2 KM 0654004.9 |
 JE1942| JE1943 KANSAS CITY ST JOHNS SEM CHIM       APPROX. 1.7 KM 0702154.3 |
 JE1942| JE1950 KANSAS CITY HILLCREST C C TANK      APPROX. 5.4 KM 1060654.9 |
 JE1942| JE1948 ROSE HILL OAKWOOD CC TANK           APPROX. 5.3 KM 1522231.6 |
 JE1942| CM3792 HOLMES RM 1                          41.856 METERS 18942     |
 JE1942| JE1947 KANSAS CITY INDIAN HILLS TOWER      APPROX. 2.5 KM 1981533.4 |
 JE1942| CM3794 HOLMES RM 3                          18.032 METERS 25252     |
 JE1942| JE1988 MARTY 2                             APPROX. 7.7 KM 2692616.1 |
 JE1942| CM3793 HOLMES RM 2                          20.492 METERS 27520     |
 JE1942| KE1152 OVERLAND PARK MILBURN CC TANK       APPROX. 8.0 KM 2802618.4 |
 JE1942| KE1151 AMARILLO KANS CITY AWY BCN 46       APPROX.14.4 KM 2915839.3 |
 JE1942| JE1946 KANSAS CITY H COOK SCH CHIMNEY      APPROX. 1.4 KM 2934314.4 |
 JE1942| KE1148 KANSAS CITY LAWRENCE STREET MUN TAN APPROX.10.0 KM 3283105.9 |
 JE1942| KE1141 ROSEDALE RAD STA KMBC MAST          APPROX. 6.0 KM 3305010.3 |
 JE1942| KE1470 KANSAS CITY SIXTH CH OF CHRIST      APPROX. 2.2 KM 3320905.3 |
 JE1942| KE1140 KANSAS CITY MISSION RD MUN TK       APPROX. 7.6 KM 3333913.0 |
 JE1942| KE1469 KANSAS CITY WORNALL RD BAP CH       APPROX. 2.7 KM 3373134.5 |
 JE1942| KE1139 KANSAS CITY BELL MEM HOSP STK       APPROX. 7.7 KM 3413543.7 |
 JE1942| KE1474 KANSAS CITY LORETTO ACAD CUP        APPROX. 7.5 KM 3474329.4 |
 JE1942|---------------------------------------------------------------------|
 JE1942
 JE1942                          SUPERSEDED SURVEY CONTROL
 JE1942
 JE1942  NAD 83(1997)-  38 59 25.50081(N)    094 34 54.44501(W) AD(       ) 2
 JE1942  NAD 83(1986)-  38 59 25.50671(N)    094 34 54.44139(W) AD(       ) 2
 JE1942  NAD 27      -  38 59 25.48317(N)    094 34 53.60190(W) AD(       ) 2
 JE1942
 JE1942.Superseded values are not recommended for survey control.
 JE1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1942.See file dsdata.txt to determine how the superseded data were derived.
 JE1942
 JE1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6300816903(NAD 83)
 JE1942_MARKER: DS = TRIANGULATION STATION DISK
 JE1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1942+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 JE1942
 JE1942  HISTORY     - Date     Condition        Report By
 JE1942  HISTORY     - 1968     MONUMENTED       CGS
 JE1942  HISTORY     - 1980     GOOD             MJH
 JE1942  HISTORY     - 20050520 GOOD             INDIV
 JE1942
 JE1942                          STATION DESCRIPTION
 JE1942
 JE1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JE1942'THE STATION MARK WAS IN THE WAY OF CONSTRUCTION FOR NEW WATER
 JE1942'PIPES INSTALLED AT THE WALDO PUMPING STATION AND TEMPORARY POINTS
 JE1942'WERE SET AND AFTER CONSTRUCTION WAS COMPLETED THE STATION WAS RESET
 JE1942'IN ITS ORIGINAL POSITION USING THE REFERENCE MARKS AND THE
 JE1942'TEMPORARY POINT.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 JE1942'WERE RECOVERED AND FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS
 JE1942'SEARCHED FOR BUT NOT FOUND AND THE SITE OF THE MARK IS NO
 JE1942'LONGER VISIBLE AT THE STATION SITE, NO SUITABLE PLACE TO SET A
 JE1942'NEW AZIMUTH MARK AND NO OLD INTERSECTION STATIONS VISIBLE AT
 JE1942'STATION SITE.  THE 1957 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 JE1942'
 JE1942'FOLLOWING IS A DESCRIPTION FOR THE STATION MARK.
 JE1942'
 JE1942'STATION MARKS ARE STANDARD DISKS STAMPED HOLMES 1934 1968.  THE
 JE1942'SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 JE1942'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 45.5 FEET EAST OF THE
 JE1942'EAST EDGE OF A MANHOLE COVER, 34.5 FEET WEST-SOUTHWEST OF THE
 JE1942'NORTHWEST CORNER OF THE PUMPING STATION, 32.5 FEET SOUTHEAST OF
 JE1942'THE SOUTHEAST CORNER OF A CYCLONE FENCE AROUND VOLTAGE
 JE1942'TRANSFORMERS, 29.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER
 JE1942'OF THE PUMPING STATION, AND 15 FEET NORTHEAST OF A FENCE AROUND
 JE1942'THE PUMPING STATION.  THE UNDERGROUND DISK IS SET IN AN
 JE1942'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 JE1942'GROUND.
 JE1942'
 JE1942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN KANSAS CITY
 JE1942
 JE1942                          STATION RECOVERY (1980)
 JE1942
 JE1942'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1980 (JC)
 JE1942'HOLMES STATION MARK 1934 RECOVERED EXCELLENT.
 JE1942'
 JE1942'HOLMES RM NO. 3 1934 RECOVERED EXCELLENT.
 JE1942'
 JE1942'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KANSAS CITY.
 JE1942
 JE1942                          STATION RECOVERY (2005)
 JE1942
 JE1942'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE1942'RECOVERED STATION MARK ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1639 ***********************************************************************
 JC1639  DESIGNATION -  HOLST
 JC1639  PID         -  JC1639
 JC1639  STATE/COUNTY-  MO/STE GENEVIEVE
 JC1639  USGS QUAD   -  DANBY (1993)
 JC1639
 JC1639                         *CURRENT SURVEY CONTROL
 JC1639  ___________________________________________________________________
 JC1639* NAD 83(1997)-  38 04 59.27256(N)    090 16 20.93046(W)     ADJUSTED  
 JC1639* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 JC1639  ___________________________________________________________________
 JC1639  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 JC1639  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 JC1639
 JC1639  HORZ ORDER  -  FIRST
 JC1639
 JC1639.The horizontal coordinates were established by classical geodetic methods
 JC1639.and adjusted by the National Geodetic Survey in February 2000..
 JC1639
 JC1639.The orthometric height was scaled from a topographic map.
 JC1639
 JC1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1639
 JC1639.The geoid height was determined by GEOID03.
 JC1639
 JC1639;                    North         East     Units Scale Factor Converg.
 JC1639;SPC MO E     -   249,683.400   269,959.684   MT  0.99993824   +0 08 25.2
 JC1639;SPC IL W     -   157,201.935   690,717.141   MT  0.99994224   -0 03 55.0
 JC1639;SPC IL W     -   515,753.35  2,266,127.82   sFT  0.99994224   -0 03 55.0
 JC1639;UTM  15      - 4,218,552.216   739,220.143   MT  1.00030486   +1 40 59.3
 JC1639
 JC1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1639!SPC MO E     -   0.99996029  x   0.99993824  =   0.99989853
 JC1639!SPC IL W     -   0.99996029  x   0.99994224  =   0.99990253
 JC1639!UTM  15      -   0.99996029  x   1.00030486  =   1.00026514
 JC1639
 JC1639:                Primary Azimuth Mark                     Grid Az
 JC1639:SPC MO E     -  WATERLOO LUTHERAN CHURCH SPIRE           020 25 41.3
 JC1639:SPC IL W     -  WATERLOO LUTHERAN CHURCH SPIRE           020 38 01.5
 JC1639:UTM  15      -  WATERLOO LUTHERAN CHURCH SPIRE           018 53 07.2
 JC1639
 JC1639|---------------------------------------------------------------------|
 JC1639| PID    Reference Object                     Distance      Geod. Az  |
 JC1639|                                                           dddmmss.s |
 JC1639| JC1617 WATERLOO LUTHERAN CHURCH SPIRE      APPROX.30.0 KM 0203406.5 |
 JC1639| JC1619 WATERLOO CATHOLIC CHURCH SPIRE      APPROX.30.2 KM 0205043.8 |
 JC1639| JC1618 WATERLOO MUNICIPAL TOWER            APPROX.29.8 KM 0210004.0 |
 JC1639| CI3844 HOLST RM 1                           30.760 METERS 16218     |
 JC1639| CI3843 HOLST AZ MK                                        1683132.1 |
 JC1639| CI3845 HOLST RM 2                           22.228 METERS 26015     |
 JC1639|---------------------------------------------------------------------|
 JC1639
 JC1639                          SUPERSEDED SURVEY CONTROL
 JC1639
 JC1639  NAD 83(1997)-  38 04 59.27354(N)    090 16 20.93054(W) AD(       ) 1
 JC1639  NAD 83(1986)-  38 04 59.28438(N)    090 16 20.92659(W) AD(       ) 1
 JC1639  NAD 27      -  38 04 59.08600(N)    090 16 20.49300(W) AD(       ) 1
 JC1639
 JC1639.Superseded values are not recommended for survey control.
 JC1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1639.See file dsdata.txt to determine how the superseded data were derived.
 JC1639
 JC1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3922018552(NAD 83)
 JC1639_MARKER: DS = TRIANGULATION STATION DISK
 JC1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1639
 JC1639  HISTORY     - Date     Condition        Report By
 JC1639  HISTORY     - 1931     MONUMENTED       CGS
 JC1639  HISTORY     - 1956     GOOD             CGS
 JC1639  HISTORY     - 1964     GOOD             MOHC
 JC1639
 JC1639                          STATION DESCRIPTION
 JC1639
 JC1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 JC1639'ON WESTWARD OF TWO EQUALLY HIGH POINTS ON WOODED HILL, ABOUT 10
 JC1639'MILES, AIR LINE, SOUTH-SOUTHEAST OF CRYSTAL CITY, ABOUT 6 MILES
 JC1639'NORTH-NORTHWEST OF BLOOMSDALE, ABOUT ON SECTION LINES OF
 JC1639'SECS. 20 AND 21, T. 39 N., R. 7 E., ON LAND OWNED BY JOHN HOLST,
 JC1639'ON HIGHEST PART OF KNOLL, AND 9.45 METERS (31.0 FEET) NORTH OF
 JC1639'ROAD.  TO REACH FROM BLOOMSDALE, GO NORTH 5.4 MILES ON ROUTE 25 TO
 JC1639'DIRT ROAD LEADING EAST OPPOSITE LARGE PARCEL-POST TANK ON WEST SIDE
 JC1639'OF ROAD, FOLLOW THIS ROAD 0.9 MILE TO FORK, FOLLOW RIGHT FORK
 JC1639'0.4 MILE, AND TAKE DIM ROAD LEADING NORTH TO TOP OF KNOLL AND
 JC1639'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 JC1639'STATION DISKS IN CONCRETE.  REFERENCE MARKS
 JC1639'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 JC1639'21.3 METERS (70 FEET) SOUTH OF ROAD, AND 30.96 METERS (101.6
 JC1639'FEET) FROM STATION.  NO. 2 IS 10.36
 JC1639'METERS (34.0 FEET) NORTH OF ROAD, AND 22.31 METERS (73.2
 JC1639'FEET) FROM STATION.
 JC1639
 JC1639                          STATION RECOVERY (1956)
 JC1639
 JC1639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1639'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 JC1639'CONDITION AS DESCRIBED.  AN AZIMUTH MARK WAS ESTABLISHED.  A FULL
 JC1639'DESCRIPTION FOLLOWS.
 JC1639'
 JC1639'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE SOUTH SOUTHEAST OF
 JC1639'CRYSTAL CITY, ABOUT 6 MILES AIRLINE NORTH NORTHWEST OF BLOOMSDALE,
 JC1639'ON THE WESTERLY ONE OF TWO EQUALLY HIGH POINTS OF A WOODED HILL.
 JC1639'THE LAND IS NOW OWNED BY MR. ALBERT LOIDA.
 JC1639'
 JC1639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 61 AND 67,
 JC1639'WHICH IS ABOUT 1 MILE SOUTH OF FESTUS, GO SOUTHEASTERLY ON U.S.
 JC1639'HIGHWAY 61 FOR 11.0 MILES TO COUNTY ROUTE TT ON THE RIGHT (WEST),
 JC1639'CONTINUE SOUTHERLY ON HIGHWAY 61 FOR 0.5 MILE TO GRAVELED ROAD
 JC1639'LEFT (EAST), TURN LEFT ON GRAVELED ROAD AND GO 0.45 MILE, TURN
 JC1639'SHARP LEFT AND GO 0.2 MILE TO A FORK, KEEP LEFT FORK AND FOLLOW
 JC1639'MAIN ROAD 1.0 MILE TO A DIM TRACK ROAD SHARP LEFT NEAR CREST OF
 JC1639'RIDGE, TURN SHARP LEFT AND GO WESTERLY 0.1 MILE TO STATION ON
 JC1639'THE RIGHT.
 JC1639'
 JC1639'THE STATION IS A STANDARD BRONZE DISK STAMPED HOLST 1931, SET IN
 JC1639'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 JC1639'10 INCHES.  IT IS 30.3 FEET NORTH OF THE CENTER LINE OF ROAD, 20.5
 JC1639'FEET NORTH NORTHWEST OF A WITNESS POST.
 JC1639'
 JC1639'REFERENCE MARK 1 IS A STANDARD BRONZE DISK STAMPED HOLST NO 1
 JC1639'1931, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JC1639'PROJECTING ABOUT 3 INCHES AND IS ABOUT 8 FEET LOWER IN ELEVATION
 JC1639'THAN THE STATION.
 JC1639'
 JC1639'REFERENCE MARK 2 IS A STANDARD BRONZE DISK STAMPED HOLST NO 2 1931,
 JC1639'SET IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 JC1639'10 INCHES.  IT IS 35.0 FEET NORTH OF THE CENTER LINE OF ROAD AND
 JC1639'IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 JC1639'
 JC1639'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED HOLST 1931 1956,
 JC1639'SET IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 JC1639'4 INCHES.  IT IS 45.0 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 JC1639'61, 4 FEET NORTHEAST OF A POWER LINE POLE, AND 2.0 FEET SOUTHEAST
 JC1639'OF A WITNESS POST.
 JC1639'
 JC1639'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 61
 JC1639'AND GRAVELED ROAD THAT LEADS TO STATION, CONTINUE SOUTH ON U.S.
 JC1639'HIGHWAY 61 FOR 1.0 MILE TO AZIMUTH MARK ON THE RIGHT (WEST)
 JC1639'SIDE OF HIGHWAY, OR AT THE SECOND POWER LINE POLE SOUTH OF THE
 JC1639'BEACON CAFE AND A TAVERN.
 JC1639'
 JC1639'NOTE- A DIFFERENCE IN DISTANCE TO THE R.MS WAS NOTED IN THE
 JC1639'FIELD AND A CHECK FOUND THE 1956 MEASUREMENTS CORRECT.
 JC1639
 JC1639                          STATION RECOVERY (1964)
 JC1639
 JC1639'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1964 (PEC)
 JC1639'STATION, RMS 1 AND 2, AZIMUTH MARK, WERE ALL RECOVERED IN GOOD
 JC1639'CONDITION, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0875 ***********************************************************************
 HC0875  DESIGNATION -  HOLT
 HC0875  PID         -  HC0875
 HC0875  STATE/COUNTY-  MO/DENT
 HC0875  USGS QUAD   -  RHYSE (1992)
 HC0875
 HC0875                         *CURRENT SURVEY CONTROL
 HC0875  ___________________________________________________________________
 HC0875* NAD 83(1997)-  37 36 45.62294(N)    091 37 57.60514(W)     ADJUSTED  
 HC0875* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 HC0875  ___________________________________________________________________
 HC0875  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 HC0875  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HC0875
 HC0875  HORZ ORDER  -  SECOND
 HC0875
 HC0875.The horizontal coordinates were established by classical geodetic methods
 HC0875.and adjusted by the National Geodetic Survey in February 2000..
 HC0875
 HC0875.The orthometric height was scaled from a topographic map.
 HC0875
 HC0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0875
 HC0875.The geoid height was determined by GEOID03.
 HC0875
 HC0875;                    North         East     Units Scale Factor Converg.
 HC0875;SPC MO E     -   198,047.900   149,998.998   MT  1.00005647   -0 41 28.9
 HC0875;SPC MO C     -   197,798.332   576,574.469   MT  1.00000553   +0 31 45.8
 HC0875;UTM  15      - 4,163,720.648   620,679.684   MT  0.99977938   +0 50 04.6
 HC0875
 HC0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0875!SPC MO E     -   0.99994446  x   1.00005647  =   1.00000092
 HC0875!SPC MO C     -   0.99994446  x   1.00000553  =   0.99994999
 HC0875!UTM  15      -   0.99994446  x   0.99977938  =   0.99972385
 HC0875
 HC0875|---------------------------------------------------------------------|
 HC0875| PID    Reference Object                     Distance      Geod. Az  |
 HC0875|                                                           dddmmss.s |
 HC0875| HC0702 T 52                                 22.836 METERS 01835     |
 HC0875| AG9944 HOLT AZ MK                                         0880242.7 |
 HC0875| CM3795 HOLT RM 1                            25.998 METERS 11513     |
 HC0875|---------------------------------------------------------------------|
 HC0875
 HC0875                          SUPERSEDED SURVEY CONTROL
 HC0875
 HC0875  NAD 83(1986)-  37 36 45.63707(N)    091 37 57.60221(W) AD(       ) 2
 HC0875  NAD 27      -  37 36 45.47800(N)    091 37 57.06700(W) AD(       ) 2
 HC0875
 HC0875.Superseded values are not recommended for survey control.
 HC0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0875.See file dsdata.txt to determine how the superseded data were derived.
 HC0875
 HC0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB2068063721(NAD 83)
 HC0875_MARKER: DS = TRIANGULATION STATION DISK
 HC0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0875_STAMPING: HOLT 1947
 HC0875_MARK LOGO: CGS   
 HC0875_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HC0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0875+STABILITY: SURFACE MOTION
 HC0875
 HC0875  HISTORY     - Date     Condition        Report By
 HC0875  HISTORY     - 1947     MONUMENTED       CGS
 HC0875  HISTORY     - 1983     GOOD             LOCSUR
 HC0875  HISTORY     - 19830609 GOOD             NGS
 HC0875
 HC0875                          STATION DESCRIPTION
 HC0875
 HC0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0875'THE STATION IS LOCATED ABOUT 6.0 MILES WEST-SOUTHWEST OF
 HC0875'SALEM, ALONG THE WESTERLY RIGHT-OF-WAY OF STATE HIGHWAY 32
 HC0875'WHERE IT CURVES FROM THE SOUTH TO EAST, IN THE NE 1/4 OF SEC.
 HC0875'31, T. 34 N., R. 6 W..  IT IS 74 FEET SOUTH OF THE EAST POST
 HC0875'OF WOODEN GATE, 53 FEET SOUTH OF THE CENTERLINE OF DIRT ROAD
 HC0875'LEADING WEST FROM HIGHWAY, 45 FEET WEST OF THE CENTERLINE OF
 HC0875'STATE HIGHWAY 32 AND 5 FEET WEST OF A WITNESS POST.  THE MARK
 HC0875'PROJECTS 4 INCHES AND THE DISK IS STAMPED HOLT 1947.
 HC0875'
 HC0875'REFERENCE MARK NO. 1 IS 85.29 FEET EAST OF THE STATION, 33 FEET
 HC0875'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 32 AND 6 FEET NORTHWEST
 HC0875'OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HC0875'HOLT NO 1 1947.
 HC0875'
 HC0875'USC AND GS BENCH MARK, T 52 WAS USED AS A REFERENCE MARK.  IT
 HC0875'IS 74.915 FEET NORTH OF THE STATION, 21 FEET NORTH OF THE
 HC0875'CENTERLINE OF THE DIRT ROAD, 11 FEET EAST OF THE EAST POST
 HC0875'OF WOODEN GATE AND 1 FOOT SOUTH OF THE FENCE.  THE MARK IS SET
 HC0875'IN AN 8 BY 8 - SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES
 HC0875'AND THE DISK IS STAMPED T 52 1934.
 HC0875'
 HC0875'AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF THE STATION, 22 FEET
 HC0875'NORTH OF THE CENTERLINE OF STATE HIGHWAY 32 AND 2 FEET WEST OF
 HC0875'A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 HC0875'IS STAMPED HOLT 1947.
 HC0875'
 HC0875'TO REACH FROM THE COURTHOUSE IN SALEM, GO SOUTH ON STATE
 HC0875'HIGHWAY 19 FOR 0.75 MILE TO THE INTERSECTION WITH STATE HIGHWAYS
 HC0875'72 AND 32, TURN RIGHT (WEST) ON STATE HIGHWAYS 72 AND 32 FOR
 HC0875'1.5 MILES TO JUNCTION WHERE HIGHWAY 72 TURNS RIGHT (NORTH).
 HC0875'CONTINUE ON WEST ON HIGHWAY 32 FOR 4.35 MILES TO THE STATION
 HC0875'WHERE THE HIGHWAY CURVES LEFT (SOUTH) AND A DIRT ROAD LEADS ON
 HC0875'WEST.
 HC0875'
 HC0875'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE
 HC0875'HIGHWAY 32 FOR 0.25 MILE TO MARK ON LEFT AS DESCRIBED.
 HC0875'
 HC0875'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HC0875
 HC0875                          STATION RECOVERY (1983)
 HC0875
 HC0875'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 (RLW)
 HC0875'HOLT 1947 GOOD - 2 INCHES ABOVE GROUND.  SET NEW WP AND SIGN 10 FEET
 HC0875'NORTH IN FENCE.
 HC0875'
 HC0875'VISIBILITY BLOCKED BY NEWER CORNER POSTS NEAR HOLT.  (OBSERVATION
 HC0875'FROM HOLT TO AZ. MK. REQUIRED 1.76 M HI AND 3.30 M HO AT AZ MK.
 HC0875
 HC0875                          STATION RECOVERY (1983)
 HC0875
 HC0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HC0875'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 HC0875'MARK 1 AND BENCH MARK T 52 HAVE BEEN DESTROYED.  THE AZIMUTH MARK WAS
 HC0875'RECOVERED IN FAIR CONDITION.  IT APPEARS IT MAY HAVE BEEN DISTURBED
 HC0875'AND NO LONGER VISIBLE TO THE STATION WITHOUT USING VERY TALL TRIPODS,
 HC0875'BECAUSE A FENCE CORNER POST IS ON LINE.  REFERENCE MARKS 3, 4 AND AN
 HC0875'AZIMUTH MARK 2 WERE ESTABLISHED THIS DATE.  A POLARIS OBSERVATION WAS
 HC0875'TAKEN TO THE NEW AZIMUTH MARK AND THE DIRECTION WAS 7.9 SECONDS
 HC0875'SMALLER THAN THE DIRECTION DETERMINED FROM THE OLD AZIMUTH MARK.  THE
 HC0875'UNDERGROUND MARK WAS NOT INSPECTED.  A NEW DESCRIPTION FOLLOWS.  THE
 HC0875'STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) WEST SOUTHWEST OF SALEM, ON
 HC0875'THE RIGHT-OF-WAY OF STATE HIGHWAY 32, AT A SHARP CURVE IN THE ROAD TO
 HC0875'THE SOUTH, A GRAVEL ROAD CONTINUING STRAIGHT AHEAD, WEST, A FARM LANE
 HC0875'GOING NORTH, IN THE WEST ANGLE OF THE JUNCTION AND IN THE NE1/4,
 HC0875'SEC31, T34N, R6W.  TO REACH THE STATION FROM THE INTERSECTION OF
 HC0875'STATES HIGHWAYS 19, 32 AND 72, IN SALEM, GO WEST ON HIGHWAYS 32 AND 72
 HC0875'FOR 2.41 KM (1.50 MI) TO WHERE HIGHWAY 72 TURNS NORTH.  CONTINUE WEST
 HC0875'ON HIGHWAY 32 FOR 6.28 KM (3.90 MI) TO HOLT AZIMUTH MARK 2 ON THE
 HC0875'RIGHT, AT A DRIVEWAY TO A BARN.  CONTINUE WEST ON THE HIGHWAY FOR 0.32
 HC0875'KM (0.20 MI) TO HOLT AZ MK ON THE RIGHT, AT A T-FENCE CORNER. CONTINUE
 HC0875'WEST ON THE HIGHWAY FOR 0.40 KM (0.25 MI) TO A SHARP CURVE IN THE ROAD
 HC0875'AND THE STATION.  THE STATION IS A STANDARD CGS DISK STAMPED HOLT
 HC0875'1947, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 HC0875'CM IN DIAMETER FLUSH WITH GROUND LOCATED 48.0 FT (14.6 M) S FROM THE
 HC0875'CENTERLINE OF A GRAVEL ROAD, 44.0 FT (13.4 M) NW FROM THE CENTERLINE
 HC0875'OF HIGHWAY 37, AND 2.8 FT (0.9 M) E FROM A WITNESS POST.  REFERENCE
 HC0875'MARK NO 3 IS A STANDARD NGS DISK STAMPED HOLT 1947 NO 3 1983, SET INTO
 HC0875'THE TOP OF A ROCK OUTCROP 3.0 FT (0.9 M) LARGEST DIMENSION LOCATED
 HC0875'85.0 FT (25.9 M) ESE FROM THE CENTER OF A CATTLE GUARD ON A DRIVEWAY
 HC0875'NORTHBOUND, 39.0 FT (11.9 M) NW FROM THE CENTERLINE OF THE HIGHWAY
 HC0875'CURVE, 23.9 FT (7.3 M) S FROM A FENCE, AND 2.0 FT (0.6 M) LOWER THAN
 HC0875'THE STATION.  REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED HOLT
 HC0875'1947 NO 4 1983, SET INTO ROCK OUTCROP 0.5 FT (15.2 CM) OR 0.2 M (0.7
 HC0875'FT) LARGEST DIMENSION 53.18 FT (16.21 M) N FROM A POWERLINE POLE, 31.2
 HC0875'FT (9.5 M) SE FROM THE CENTERLINE OF THE HIGHWAY, 17.25 FT (5.26 M)
 HC0875'WSW FROM A FENCE CORNER POST, 1.0 FT (0.3 M) LOWER THAN THE STATION.
 HC0875'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED HOLT 1947, SET INTO
 HC0875'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER
 HC0875'PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND LOCATED 64.0 FT (19.5 M)
 HC0875'W FROM A T-FENCE CORNER WITH A METAL GATE IN THE FENCE NORTH, 21.5 FT
 HC0875'(6.6 M) N FROM THE CENTERLINE OF THE HIGHWAY, AND 9.5 FT (2.9 M) SFROM
 HC0875'A FENCE AND WITNESS POST.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK,
 HC0875'STAMPED HOLT 1947 NO 2 1983.  THE SURFACE DISK IS SET INTO THE TOP OF
 HC0875'A 12 INCH OR 30 CM ROUND CONCRETE POST THAT IS FLUSH.  THE UNDERGROUND
 HC0875'MARK IS SET INTO AN IRREGULAR MASS OF CONCRETE, 2.5 FT (0.8 M) BELOW
 HC0875'THE SURFACE.  THE MARKS ARE 11.6 M (38.1 FT) NORTH FROM THE CENTERLINE
 HC0875'OF THE HIGHWAY, 10.7 M (35.1 FT) WEST FROM THE CENTER OF A CATTLE
 HC0875'GUARD, AT A DRIVEWAY TO A BARN, 1.62 M (5.31 FT) SOUTHWEST FROM A
 HC0875'T-FENCE CORNER, 1.04 M (3.41 FT) SOUTHEAST FROM A WITNESS POST AND
 HC0875'0.80 M (2.62 FT) SOUTH FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1419 ***********************************************************************
 KE1419  DESIGNATION -  HOLT
 KE1419  PID         -  KE1419
 KE1419  STATE/COUNTY-  MO/CLAY
 KE1419  USGS QUAD   -  ARLEY (1990)
 KE1419
 KE1419                         *CURRENT SURVEY CONTROL
 KE1419  ___________________________________________________________________
 KE1419* NAD 83(1997)-  39 26 16.13951(N)    094 23 19.52536(W)     ADJUSTED  
 KE1419* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 KE1419  ___________________________________________________________________
 KE1419  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 KE1419  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KE1419
 KE1419  HORZ ORDER  -  SECOND
 KE1419
 KE1419.The horizontal coordinates were established by classical geodetic methods
 KE1419.and adjusted by the National Geodetic Survey in February 2000..
 KE1419
 KE1419.The orthometric height was scaled from a topographic map.
 KE1419
 KE1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1419
 KE1419.The geoid height was determined by GEOID03.
 KE1419
 KE1419;                    North         East     Units Scale Factor Converg.
 KE1419;SPC MO W     -   363,058.682   859,576.345   MT  0.99994231   +0 04 14.4
 KE1419;UTM  15      - 4,366,283.563   380,487.426   MT  0.99977586   -0 52 56.3
 KE1419
 KE1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1419!SPC MO W     -   0.99995709  x   0.99994231  =   0.99989940
 KE1419!UTM  15      -   0.99995709  x   0.99977586  =   0.99973296
 KE1419
 KE1419:                Primary Azimuth Mark                     Grid Az
 KE1419:SPC MO W     -  LATHROP MUNICIPAL TANK                   021 13 13.3
 KE1419:UTM  15      -  LATHROP MUNICIPAL TANK                   022 10 24.0
 KE1419
 KE1419|---------------------------------------------------------------------|
 KE1419| PID    Reference Object                     Distance      Geod. Az  |
 KE1419|                                                           dddmmss.s |
 KE1419| KE1299 LATHROP MUNICIPAL TANK              APPROX.13.1 KM 0211727.7 |
 KE1419| CL7094 HOLT RM 1                            16.803 METERS 06316     |
 KE1419| CL7096 HOLT RM 3                            17.228 METERS 06427     |
 KE1419| KE1327 LAWSON MUN WATER TANK               APPROX.15.8 KM 0894907.2 |
 KE1419| CL7095 HOLT RM 2                            18.213 METERS 14931     |
 KE1419| CL7093 HOLT AZ MK                                         1781737.2 |
 KE1419|---------------------------------------------------------------------|
 KE1419
 KE1419                          SUPERSEDED SURVEY CONTROL
 KE1419
 KE1419  NAD 83(1997)-  39 26 16.13955(N)    094 23 19.52620(W) AD(       ) 2
 KE1419  NAD 83(1986)-  39 26 16.14490(N)    094 23 19.52224(W) AD(       ) 2
 KE1419  NAD 27      -  39 26 16.13205(N)    094 23 18.71710(W) AD(       ) 2
 KE1419
 KE1419.Superseded values are not recommended for survey control.
 KE1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1419.See file dsdata.txt to determine how the superseded data were derived.
 KE1419
 KE1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8048766284(NAD 83)
 KE1419_MARKER: DS = TRIANGULATION STATION DISK
 KE1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1419
 KE1419  HISTORY     - Date     Condition        Report By
 KE1419  HISTORY     - 1949     MONUMENTED       CGS
 KE1419  HISTORY     - 1958     GOOD             CGS
 KE1419  HISTORY     - 1967     GOOD             CGS
 KE1419
 KE1419                          STATION DESCRIPTION
 KE1419
 KE1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1419'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF HOLT AND 1.25
 KE1419'MILES SOUTH OF THE CLAY-CLINTON COUNTY LINE ON THE ROAD
 KE1419'RIGHT-OF-WAY JUST NORTHEAST OF MR. W.D. MICKS HOUSE.  IT IS 27
 KE1419'FEET WEST OF THE CENTER OF ROAD, 26 FEET NORTH OF THE CENTER
 KE1419'OF DRIVEWAY TO HOUSE, 10 FEET SOUTHEAST OF WITNESS POST AND 6
 KE1419'FEET EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED HOLT 1949
 KE1419'AND SET 12 INCHES BELOW THE SURFACE OF THE GROUND.
 KE1419'
 KE1419'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 24 FEET
 KE1419'EAST OF THE CENTER OF ROAD AND 1 FOOT WEST OF NORTH-SOUTH FENCE
 KE1419'LINE.  IT IS STAMPED HOLT NO 1 1949 AND SET FLUSH WITH THE
 KE1419'SURFACE OF THE GROUND.
 KE1419'
 KE1419'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 30 FEET
 KE1419'WEST OF THE CENTER OF ROAD, 30 FEET SOUTH OF THE CENTER OF
 KE1419'DRIVEWAY AND 2 FEET NORTH OF POWER LINE POLE WITH TRANSFORMER ON
 KE1419'POLE.  IT IS STAMPED HOLT NO 2 1949 AND PROJECTS 2 INCHES.
 KE1419'
 KE1419'THE AZIMUTH MARK IS SOUTH OF THE STATION, 23 FEET EAST OF THE
 KE1419'CENTER OF ROAD, 3 FEET SOUTH OF THE SOUTH END OF WIRE GATE, 2
 KE1419'FEET NORTH OF WITNESS POST AND 1 FOOT WEST OF NORTH-SOUTH FENCE
 KE1419'LINE.  IT IS STAMPED HOLT 1949 AND PROJECTS 3 INCHES.
 KE1419'
 KE1419'TO REACH THE STATION FROM THE RAILROAD STATION IN HOLT, GO
 KE1419'SOUTH, WEST AND SOUTH ON STATE HIGHWAY 33 FOR 2.55 MILES TO
 KE1419'T-ROAD RIGHT, TURN RIGHT AND GO WEST FOR 1.0 MILE TO CROSSROADS,
 KE1419'(TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE AZIMUTH MARK ON
 KE1419'THE LEFT AS DESCRIBED), TURN RIGHT AND GO NORTH FOR 0.3 MILE TO
 KE1419'DRIVEWAY TO HOUSE AND STATION JUST NORTH AS DESCRIBED.
 KE1419'
 KE1419'A 100 FOOT SIGNAL AT STATION LATHROP IS VISIBLE AT 37 FEET.
 KE1419'
 KE1419'A 74 FOOT SIGNAL AT STATION LAWSON IS VISIBLE AT 4 FEET.
 KE1419'
 KE1419'AN 87 FOOT SIGNAL AT STATION CRAB IS VISIBLE AT 4 FEET.
 KE1419'
 KE1419'A 10 FOOT SIGNAL AT STATION KEARNEY IS VISIBLE AT 37 FEET.
 KE1419'
 KE1419'A 100 FOOT SIGNAL AT STATION ADAMS 1934 IS VISIBLE AT 37 FEET.
 KE1419'
 KE1419'A 74 FOOT SIGNAL AT STATION SMITHVILLE IS VISIBLE AT 37 FEET.
 KE1419'
 KE1419'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KE1419
 KE1419                          STATION RECOVERY (1958)
 KE1419
 KE1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KE1419'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1419'IN GOOD CONDITION.
 KE1419
 KE1419                          STATION RECOVERY (1967)
 KE1419
 KE1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KE1419'THE STATION, R.M. NO. 2 AND THE AZIMUTH MARK RECOVERED AND FOUND
 KE1419'IN GOOD CONDITION.  R.M. NO. 1 HAD BEEN DESTROYED SO ONE NEW
 KE1419'REFERENCE MARK WAS ESTABLISHED.
 KE1419'
 KE1419'TO REACH THE STATION FROM HOLT, FROM A POINT ON THE HIGHWAY
 KE1419'OPPOSITE THE POST OFFICE, GO SOUTHWEST AND SOUTH ON STATE HIGHWAY
 KE1419'33 FOR 1.4 MILES TO FORKS AND JUNCTION WITH COUNTY ROAD CC,
 KE1419'TAKE LEFT FORK AND CONTINUE ON HIGHWAY 33 FOR 1.05 MILES TO A
 KE1419'SIDE ROAD RIGHT, TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 KE1419'CROSSROADS, (TURN LEFT AND GO SOUTH 0.1 MILE TO THE AZIMUTH
 KE1419'MARK ON THE LEFT), TURN RIGHT AND GO NORTH FOR 0.3 MILE TO
 KE1419'HOUSE AND STATION ON THE LEFT.
 KE1419'
 KE1419'THE STATION IS ABOUT 79 FEET NORTH-NORTHEAST OF THE NORTHEAST
 KE1419'CORNER OF THE FARMHOUSE, 32 FEET WEST OF THE CENTERLINE OF THE
 KE1419'ROAD, 27 FEET NORTH OF THE CENTERLINE OF A FARM DRIVEWAY AND
 KE1419'11.5 FEET SOUTH-SOUTHEAST OF A TILE PROJECTING 2 FEET.  THE MARK
 KE1419'IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 KE1419'STAMPED HOLT 1949.
 KE1419'
 KE1419'R.M. NO. 2 IS 29 FEET WEST OF THE CENTERLINE OF THE ROAD, 28
 KE1419'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 9 FEET
 KE1419'SOUTH-SOUTHEAST OF A WATER METER AND 2 FEET NORTH OF A POLE WITH
 KE1419'TRANSFORMER.  THE MARK IS FLUSH AND THE DISK IS STAMPED HOLT NO 2
 KE1419'1949.
 KE1419'
 KE1419'R.M. NO. 3 IS 24 FEET EAST OF THE CENTERLINE OF THE ROAD, 13
 KE1419'FEET SOUTH-SOUTHEAST OF A FENCE CORNER AND 0.5 FOOT WEST OF A
 KE1419'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HOLT
 KE1419'1949 NO 3 1967.
 KE1419'
 KE1419'THE AZIMUTH MARK IS SOUTHEAST ACROSS THE ROAD FROM A FARMHOUSE,
 KE1419'25 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF
 KE1419'THE SOUTH GATE POST, 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF
 KE1419'A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 KE1419'HOLT 1949.
 KE1419'
 KE1419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.0 MILES
 KE1419'SOUTHWEST OF HOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1538 ***********************************************************************
 KE1538  DESIGNATION -  HOLT
 KE1538  PID         -  KE1538
 KE1538  STATE/COUNTY-  MO/ANDREW
 KE1538  USGS QUAD   -  SAVANNAH (1978)
 KE1538
 KE1538                         *CURRENT SURVEY CONTROL
 KE1538  ___________________________________________________________________
 KE1538* NAD 83(1997)-  39 58 20.68425(N)    094 49 10.57534(W)     ADJUSTED  
 KE1538* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 KE1538  ___________________________________________________________________
 KE1538  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 KE1538  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KE1538
 KE1538  HORZ ORDER  -  FIRST
 KE1538
 KE1538.The horizontal coordinates were established by classical geodetic methods
 KE1538.and adjusted by the National Geodetic Survey in February 2000..
 KE1538
 KE1538.The orthometric height was scaled from a topographic map.
 KE1538
 KE1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1538
 KE1538.The geoid height was determined by GEOID03.
 KE1538
 KE1538;                    North         East     Units Scale Factor Converg.
 KE1538;SPC MO W     -   422,453.821   822,698.360   MT  0.99995035   -0 12 19.2
 KE1538;UTM  15      - 4,426,280.664   344,612.021   MT  0.99989725   -1 10 09.1
 KE1538
 KE1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1538!SPC MO W     -   0.99995288  x   0.99995035  =   0.99990323
 KE1538!UTM  15      -   0.99995288  x   0.99989725  =   0.99985013
 KE1538
 KE1538|---------------------------------------------------------------------|
 KE1538| PID    Reference Object                     Distance      Geod. Az  |
 KE1538|                                                           dddmmss.s |
 KE1538| CL7091 HOLT RM 1                            27.441 METERS 00518     |
 KE1538| CL7092 HOLT RM 2                            35.375 METERS 08853     |
 KE1538| KE1536 SAVANNAH MUNICIPAL TANK OLD         APPROX. 3.5 KM 1960449.8 |
 KE1538| CL7090 HOLT AZ MK                                         2915045.0 |
 KE1538|---------------------------------------------------------------------|
 KE1538
 KE1538                          SUPERSEDED SURVEY CONTROL
 KE1538
 KE1538  NAD 83(1997)-  39 58 20.68415(N)    094 49 10.57536(W) AD(       ) 1
 KE1538  NAD 83(1997)-  39 58 20.68387(N)    094 49 10.57552(W) AD(       ) 1
 KE1538  NAD 83(1986)-  39 58 20.68550(N)    094 49 10.57096(W) AD(       ) 1
 KE1538  NAD 27      -  39 58 20.71000(N)    094 49 09.68600(W) AD(       ) 1
 KE1538
 KE1538.Superseded values are not recommended for survey control.
 KE1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1538.See file dsdata.txt to determine how the superseded data were derived.
 KE1538
 KE1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4461226281(NAD 83)
 KE1538_MARKER: DD = SURVEY DISK
 KE1538_SETTING: 0 = UNSPECIFIED SETTING
 KE1538
 KE1538  HISTORY     - Date     Condition        Report By
 KE1538  HISTORY     - 1934     MONUMENTED       CGS
 KE1538  HISTORY     - 1945     GOOD             CGS
 KE1538  HISTORY     - 1947     GOOD             CGS
 KE1538  HISTORY     - 1961     GOOD             CGS
 KE1538
 KE1538                          STATION DESCRIPTION
 KE1538
 KE1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1538'STATION IS ABOUT 2-1/2 MILES NNE OF THE TOWN OF SAVANNAH, 5.2
 KE1538'MILES DUE S OF ROSENDALE, IN THE SW 1/4 SEC. 34, T. 60 N.,
 KE1538'R. 35 W., ON A PROMINENT KNOLL ON PROPERTY OWNED BY MR. HOLT AND
 KE1538'RENTED BY MR. BOWLIN.  THE STATION MARK IS ABOUT 0.5 MILE NW OF
 KE1538'THE BOWLIN HOUSE, 0.2 MILE S OF FIRST E-W ROAD N OF THE BOWLIN
 KE1538'HOUSE, 0.2 MILE E OF SECTION LINE, ABOUT 320 FEET W OF MOST
 KE1538'W OF TWO VERY LARGE ELM TREES, 33 FEET E OF SMALL, LONE ELM
 KE1538'TREE, AND ON CONTINUATION OF E-W FENCE LINE.  IT IS 9 FEET W OF
 KE1538'CONTINUATION OF N-S FENCE LINE, 12 FEET SW OF FENCE POST
 KE1538'AT POINT OF CURVATURE IN FENCE.  THE MARK IS 12 INCHES
 KE1538'UNDERGROUND.
 KE1538'
 KE1538'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 KE1538'DISKS SET IN CONCRETE.
 KE1538'
 KE1538'REFERENCE MARK 1 IS N OF THE STATION, AT E EDGE OF CULTIVATED
 KE1538'FIELD, AND 1 FOOT W OF FENCE LINE.  THE MARK IS FLUSH WITH
 KE1538'THE GROUND.
 KE1538'
 KE1538'REFERENCE MARK 2 IS E OF THE STATION, ABOUT 200 FEET W OF THE
 KE1538'MOST W OF TWO VERY LARGE ELM TREES, AND 2 FEET N OF FENCE LINE.
 KE1538'THE MARK IS FLUSH WITH THE GROUND.  THE DISTANCE BETWEEN THE
 KE1538'REFERENCE MARKS IS 138.76 FEET.
 KE1538'
 KE1538'AZIMUTH MARK IS WNW OF THE STATION, ON RIGHT-OF-WAY OF FIRST
 KE1538'E-W ROAD N OF THE BOWLIN HOUSE, 0.1 MILE W OF CURVE (N) IN ROAD,
 KE1538'AT CREST OF HILL, 18 FEET S OF CENTER LINE OF ROAD, AND 1 FOOT
 KE1538'N OF FENCE LINE.  THE MARK PROJECTS 7 INCHES.
 KE1538'
 KE1538'TO REACH THE STATION FROM SAVANNAH, GO N FROM U.S. HIGHWAY 71
 KE1538'FROM A POINT 0.2 MILE E OF RAILROAD CROSSING AT E EDGE OF
 KE1538'SAVANNAH FOR 0.85 MILE, THENCE RIGHT (E) 0.3 MILE TO CURVE N,
 KE1538'GO N 1.0 MILE TO CROSSROADS, THENCE E 0.45 MILE TO TURN N,
 KE1538'THENCE N 0.3 MILE TO TURN E, THENCE E 0.35 MILE TO CROSSROADS,
 KE1538'TURN S AND GO 0.5 MILE TO HOUSE ON RIGHT (W).  GO THROUGH GATE
 KE1538'AT NE CORNER OF FENCE AROUND FARMHOUSE AND FOLLOW DISTINCT
 KE1538'FARM TRAIL 0.5 MILE NW TO STATION.
 KE1538'
 KE1538'87-FOOT SIGNALS AT BUNSE, CANN, AND GIBSON ARE VISIBLE AT 15
 KE1538'FEET.
 KE1538'
 KE1538'AN 87-FOOT SIGNAL AT COURTNEY IS VISIBLE AT 35 FEET.
 KE1538'
 KE1538'AN 87-FOOT SIGNAL AT ARCHDEKIN IS VISIBLE AT 20 FEET.
 KE1538
 KE1538                          STATION RECOVERY (1945)
 KE1538
 KE1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 KE1538'STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1934.  ALL MARKS
 KE1538'WERE FOUND IN GOOD CONDITION AND THE DISTANCES WERE CHECKED
 KE1538'AND FOUND CORRECT.  THE COMPLETE DESCRIPTION FOLLOWS-
 KE1538'
 KE1538'STATION IS LOCATED ABOUT 2.5 MILES NNE OF THE TOWN OF SAVANNAH,
 KE1538'ON A BARE KNOLL ON PROPERTY OWNED BY MR. HOLT AND OCCUPIED
 KE1538'BY MR. BOWLIN.  THE MARK IS SITUATED IN AN E-W FENCE LINE, AT
 KE1538'THE SW CORNER OF A LARGE PASTURE FIELD, ABOUT 0.5 MILE NW OF
 KE1538'THE BOWLIN HOUSE.  IT IS 10 FEET W OF THE FENCE CORNER AND 10
 KE1538'FEET SSW OF A STANDARD WITNESS POST.  THE MARK IS 8 INCHES
 KE1538'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HOLT
 KE1538'1934.
 KE1538'
 KE1538'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 KE1538'DISKS SET IN CONCRETE.
 KE1538'
 KE1538'REFERENCE MARK 1 IS 90.03 FEET N OF THE STATION, IN THE FENCE
 KE1538'LINE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 KE1538'THE DISK IS STAMPED HOLT NO 1 1934.
 KE1538'
 KE1538'REFERENCE MARK 2 IS 116.06 FEET E OF THE STATION AND 3 FEET
 KE1538'N OF THE E-W FENCE LINE.  THE MARK IS FLUSH WITH THE SURFACE
 KE1538'OF THE GROUND AND THE DISK IS STAMPED HOLT 1934 NO 2.
 KE1538'
 KE1538'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WNW OF THE STATION, ON
 KE1538'THE S RIGHT-OF-WAY OF AN E-W DIRT ROAD.  IT IS 16 FEET S OF THE
 KE1538'APPROXIMATE CENTER OF THE ROAD AND 1.5 FEET N OF THE FENCE
 KE1538'LINE.  A STANDARD WITNESS POST WAS PLACED AT THIS MARK.  THE
 KE1538'MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND
 KE1538'AND THE DISK IS STAMPED HOLT AZIMUTH 1934.
 KE1538'
 KE1538'TO REACH THE STATION FROM THE NW CORNER OF THE COURTHOUSE SQUARE
 KE1538'IN SAVANNAH, GO N FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY
 KE1538'71.  TURN RIGHT AND FOLLOW U.S. HIGHWAY 71 FOR 0.55 MILE TO THE
 KE1538'JUNCTION OF COUNTY ROAD E.  TURN LEFT AND FOLLOW COUNTY ROAD
 KE1538'E FOR 0.45 MILE TO A DIRT CROSS ROAD.  TURN LEFT AND GO 2.0
 KE1538'MILES TO A BOARD GATE ON THE LEFT.* TURN LEFT THROUGH THE GATE
 KE1538'AND ENTER THE PASTURE FIELD.  DRIVE SW FOR ABOUT 0.3 MILE TO
 KE1538'THE SW CORNER OF THE FIELD AND STATION AS DESCRIBED.
 KE1538'
 KE1538'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO N FOR 0.1 MILE.
 KE1538'TURN LEFT AND FOLLOW A DIRT ROAD W FOR ABOUT 0.75 MILE TO THE
 KE1538'CREST OF A SMALL KNOLL AND THE MARK ON THE LEFT AS DESCRIBED.
 KE1538'
 KE1538'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KE1538
 KE1538                          STATION RECOVERY (1947)
 KE1538
 KE1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 KE1538'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KE1538'CONDITION.  ORIGINAL DESCRIPTION ADEQUATE.
 KE1538
 KE1538                          STATION RECOVERY (1961)
 KE1538
 KE1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KE1538'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KE1538'FOUND IN GOOD CONDITION.  A NEW STEEL WITNESS POST WAS SET 1
 KE1538'FOOT WEST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0730 ***********************************************************************
 GF0730  DESIGNATION -  HOLT BALD
 GF0730  PID         -  GF0730
 GF0730  STATE/COUNTY-  MO/OZARK
 GF0730  USGS QUAD   -  THEODOSIA (1968)
 GF0730
 GF0730                         *CURRENT SURVEY CONTROL
 GF0730  ___________________________________________________________________
 GF0730* NAD 83(1997)-  36 33 54.08882(N)    092 42 55.44932(W)     ADJUSTED  
 GF0730* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 GF0730  ___________________________________________________________________
 GF0730  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 GF0730  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GF0730
 GF0730  HORZ ORDER  -  SECOND
 GF0730
 GF0730.The horizontal coordinates were established by classical geodetic methods
 GF0730.and adjusted by the National Geodetic Survey in February 2000..
 GF0730
 GF0730.The orthometric height was scaled from a topographic map.
 GF0730
 GF0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0730
 GF0730.The geoid height was determined by GEOID03.
 GF0730
 GF0730;                    North         East     Units Scale Factor Converg.
 GF0730;SPC MO C     -    81,206.626   480,719.266   MT  0.99993791   -0 07 42.0
 GF0730;UTM  15      - 4,046,658.591   525,465.900   MT  0.99960799   +0 10 10.4
 GF0730
 GF0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0730!SPC MO C     -   0.99995188  x   0.99993791  =   0.99988979
 GF0730!UTM  15      -   0.99995188  x   0.99960799  =   0.99955989
 GF0730
 GF0730:                Primary Azimuth Mark                     Grid Az
 GF0730:SPC MO C     -  HOLT BALD AZ MK                          006 28 14.2
 GF0730:UTM  15      -  HOLT BALD AZ MK                          006 10 21.8
 GF0730
 GF0730|---------------------------------------------------------------------|
 GF0730| PID    Reference Object                     Distance      Geod. Az  |
 GF0730|                                                           dddmmss.s |
 GF0730| CI1660 HOLT BALD AZ MK                                    0062032.2 |
 GF0730| CI1661 HOLT BALD RM 1                       20.625 METERS 01803     |
 GF0730| CI1662 HOLT BALD RM 2                       22.732 METERS 12752     |
 GF0730| GF0731 LUTIE LOOKOUT TOWER                  17.972 METERS 17825     |
 GF0730|---------------------------------------------------------------------|
 GF0730
 GF0730                          SUPERSEDED SURVEY CONTROL
 GF0730
 GF0730  NAD 83(1997)-  36 33 54.09024(N)    092 42 55.44831(W) AD(       ) 2
 GF0730  NAD 83(1986)-  36 33 54.09905(N)    092 42 55.44900(W) AD(       ) 2
 GF0730  NAD 27      -  36 33 53.86900(N)    092 42 54.84100(W) AD(       ) 2
 GF0730
 GF0730.Superseded values are not recommended for survey control.
 GF0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0730.See file dsdata.txt to determine how the superseded data were derived.
 GF0730
 GF0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2546646659(NAD 83)
 GF0730_MARKER: DS = TRIANGULATION STATION DISK
 GF0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0730_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0730
 GF0730  HISTORY     - Date     Condition        Report By
 GF0730  HISTORY     - 1953     MONUMENTED       CGS
 GF0730  HISTORY     - 1965     GOOD             CGS
 GF0730
 GF0730                          STATION DESCRIPTION
 GF0730
 GF0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0730'THE STATION IS ABOUT 2 MILES WEST AND 2-1/4 MILES SOUTH OF
 GF0730'POST OFFICE IN LUTIE, 2-1/2 MILES EAST AND 1/2 MILE SOUTH OF THE
 GF0730'POST OFFICE IN OCIE AND ABOUT 1 MILE SOUTH OF THE JUNCTION OF
 GF0730'STATE HIGHWAY 80 AND COUNTY ROAD P, IN THE NORTHWEST CORNER
 GF0730'OF SEC. 27, T 22 N, R 16 W, ON THE HIGHEST POINT OF A HILL
 GF0730'LOCALLY KNOWN AS HOLT BALD.  IT IS 67 FEET WEST OF A GRAVELED
 GF0730'ROAD AND 6 FEET SOUTH OF A WITNESS POST.
 GF0730'
 GF0730'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80 AND
 GF0730'COUNTY ROAD P, GO SOUTH ON COUNTY ROAD P FOR 0.8 MILE TO A
 GF0730'CATTLE GUARD AT A SIGN LUTIE LOOKOUT TOWER, TURN RIGHT, CROSS
 GF0730'THE CATTLE GUARD AND GO WEST AND SOUTH FOR 0.1 MILE TO THE
 GF0730'AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH 0.25 MILE TO THE
 GF0730'STATION.
 GF0730'
 GF0730'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0730'HOLT BALD 1953.
 GF0730'
 GF0730'REFERENCE MARK 1 IS ON THE NORTH SLOPE OF THE HILL AND 63 FEET
 GF0730'NORTH OF THE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 GF0730'DISK IS STAMPED HOLT BALD NO 1 1953.
 GF0730'
 GF0730'REFERENCE MARK 2 IS 47 FEET EAST OF THE NORTHEAST LEG OF THE
 GF0730'LOOKOUT TOWER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 GF0730'STAMPED HOLT BALD NO 2 1953.
 GF0730'
 GF0730'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF THE ROAD AND
 GF0730'5 FEET NORTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD DISK
 GF0730'SET IN A ROCK LEDGE FORMING THE WEST BANK OF THE ROAD.  THE
 GF0730'DISK IS STAMPED HOLT BALD 1953.
 GF0730'
 GF0730'NOTE- STATE HIGHWAY 80 HAS BEEN CHANGED TO U. S. HIGHWAY 160
 GF0730'AS OF 1 JANUARY 1954.
 GF0730'
 GF0730'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GF0730
 GF0730                          STATION RECOVERY (1965)
 GF0730
 GF0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GF0730'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GF0730'CONDITION.  THE NAME OF THE LOOKOUT TOWER HAS BEEN CHANGED FROM
 GF0730'THE LUTIE TOWER TO THEODOSIA TOWER.  THE AZIMUTH MARK RECOVERED
 GF0730'AS DESCRIBED AND IT IS UNDER THE BRANCHES TO THE SOUTH OF A
 GF0730'SMALL CEDAR TREE.
 GF0730'
 GF0730'TO REACH FROM THEODOSIA, FROM THE POST OFFICE, GO WEST ON U.S.
 GF0730'HIGHWAY 160 FOR 2.4 MILES TO JUNCTION WITH COUNTY ROUTE P, TURN
 GF0730'LEFT AND GO SOUTH FOR 0.8 MILE TO TOWER ROAD ON RIGHT, TURN RIGHT
 GF0730'AND FOLLOW ROAD 0.1 MILE TO AZIMUTH MARK ON THE RIGHT, CONTINUE
 GF0730'0.25 MILE TO LOOKOUT TOWER AND STATION AS ORIGINALLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2428 ***********************************************************************
 JD2428  DESIGNATION -  HOME AZ MK 2
 JD2428  PID         -  JD2428
 JD2428  STATE/COUNTY-  MO/COOPER
 JD2428  USGS QUAD   -  PRAIRIE HOME (1985)
 JD2428
 JD2428                         *CURRENT SURVEY CONTROL
 JD2428  ___________________________________________________________________
 JD2428* NAD 83(1997)-  38 48 24.00819(N)    092 34 17.22238(W)     ADJUSTED  
 JD2428* NAVD 88     -       266.155  (meters)     873.21   (feet)  ADJUSTED  
 JD2428  ___________________________________________________________________
 JD2428  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 JD2428  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2428  DYNAMIC HT  -         265.976 (meters)     872.62  (feet)  COMP
 JD2428  MODELED GRAV-     979,947.8   (mgal)                       NAVD 88
 JD2428
 JD2428  HORZ ORDER  -  THIRD
 JD2428  VERT ORDER  -  FIRST     CLASS II
 JD2428
 JD2428.The horizontal coordinates were established by classical geodetic methods
 JD2428.and adjusted by the National Geodetic Survey in January 2004..
 JD2428
 JD2428.The orthometric height was determined by differential leveling
 JD2428.and adjusted by the National Geodetic Survey in June 1991..
 JD2428
 JD2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2428
 JD2428.The geoid height was determined by GEOID03.
 JD2428
 JD2428.The dynamic height is computed by dividing the NAVD 88
 JD2428.geopotential number by the normal gravity value computed on the
 JD2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2428.degrees latitude (g = 980.6199 gals.).
 JD2428
 JD2428.The modeled gravity was interpolated from observed gravity values.
 JD2428
 JD2428;                    North         East     Units Scale Factor Converg.
 JD2428;SPC MO C     -   329,972.265   493,794.091   MT  0.99993381   -0 02 41.2
 JD2428;UTM  15      - 4,295,409.994   537,209.688   MT  0.99961705   +0 16 06.9
 JD2428
 JD2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2428!SPC MO C     -   0.99996338  x   0.99993381  =   0.99989719
 JD2428!UTM  15      -   0.99996338  x   0.99961705  =   0.99958044
 JD2428
 JD2428                          SUPERSEDED SURVEY CONTROL
 JD2428
 JD2428  NAVD 88 (01/02/04)  266.15   (m)          873.2    (f) LEVELING    3  
 JD2428
 JD2428.Superseded values are not recommended for survey control.
 JD2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2428.See file dsdata.txt to determine how the superseded data were derived.
 JD2428
 JD2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3721095410(NAD 83)
 JD2428_MARKER: DZ = AZIMUTH MARK DISK
 JD2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2428_SP_SET: CONCRETE POST
 JD2428_STAMPING: HOME 1949 NO 2 1984
 JD2428_MARK LOGO: NGS   
 JD2428_PROJECTION: PROJECTING 5 CENTIMETERS
 JD2428_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2428+STABILITY: SURFACE MOTION
 JD2428
 JD2428  HISTORY     - Date     Condition        Report By
 JD2428  HISTORY     - 1984     MONUMENTED       NGS
 JD2428  HISTORY     - 19841029 GOOD             NGS
 JD2428  HISTORY     - 1986     GOOD             NGS
 JD2428
 JD2428                          STATION DESCRIPTION
 JD2428
 JD2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JD2428'THE STATION IS LOCATED ABOUT 1 1/2 MI SE OF PRAIRIE HOME AND ON THE S
 JD2428'RIGHT-OF-WAY OF STATE HWY 87.  TO REACH THE STATION FROM THE POST
 JD2428'OFFICE IN PRAIRIE HOME, GO S, THEN E ON STATE HWY 87 FOR 0.75 MI (1.21
 JD2428'KM) TO A BRICK HOUSE AND STATION--HOME--ON THE LEFT.  CONTINUE E ON
 JD2428'THE HWY FOR 0.45 MI (0.72 KM) TO A FIELD ENTRANCE AND THE STATION ON
 JD2428'THE RIGHT.  THE STATION MARKS ARE STANDARD DISKS, STAMPED---HOME 1949
 JD2428'NO 2 1984---.  THE SURFACE DISK IS SET INTO THE TOP OF A 12-INCH ROUND
 JD2428'CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  THE
 JD2428'UNDERGROUND DISK IS SET INTO AN IRREGULAR MASS OF CONCRETE 36 INCHES
 JD2428'BELOW THE GROUND SURFACE.  THE MARKS ARE 44.0 FT (13.4 M) S FROM THE
 JD2428'CENTERLINE OF THE HWY, 45.5 FT (13.9 M) E FROM THE CENTERLINE OF THE
 JD2428'FIELD ENTRANCE AND A GATE, 2.0 FT (0.6 M) NW FROM A WITNESS POST AND
 JD2428'1.5 FT (0.5 M) N FROM THE FENCE.  THE MARK WAS POSITIONED BY
 JD2428'ELECTRONIC TRAVERSE FROM STTAION---HOME 1949---.
 JD2428
 JD2428                          STATION RECOVERY (1986)
 JD2428
 JD2428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD2428'26.1 KM (16.2 MI) SE FROM BOONVILLE.
 JD2428'26.1 KM (16.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2428'COURTHOUSE IN BOONVILLE, 0.9 KM (0.55 MI) EAST OF THE INTERSECTION OF
 JD2428'COUNTY ROAD D, 13.1 M (43.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.5 M
 JD2428'(14.8 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, AND 0.6 M (2.0 FT)
 JD2428'NORTH OF A FENCE.
 JD2428'THE MARK IS 0.7 METERS  NW FROM  A WITNESS POST
 JD2428'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8344 ***********************************************************************
 DF8344  DESIGNATION -  HOME RESET
 DF8344  PID         -  DF8344
 DF8344  STATE/COUNTY-  MO/COOPER
 DF8344  USGS QUAD   -  PRAIRIE HOME (1985)
 DF8344
 DF8344                         *CURRENT SURVEY CONTROL
 DF8344  ___________________________________________________________________
 DF8344* NAD 83(1997)-  38 48 26.01646(N)    092 34 46.81509(W)     ADJUSTED  
 DF8344* NAVD 88     -       273.8    (meters)     898.     (feet)  VERT ANG  
 DF8344  ___________________________________________________________________
 DF8344  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DF8344  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DF8344
 DF8344  HORZ ORDER  -  SECOND
 DF8344
 DF8344.The horizontal coordinates were established by classical geodetic methods
 DF8344.and adjusted by the National Geodetic Survey in February 2000..
 DF8344
 DF8344.The orthometric height was determined by vertical angle observations.
 DF8344
 DF8344.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8344
 DF8344.The geoid height was determined by GEOID03.
 DF8344
 DF8344;                    North         East     Units Scale Factor Converg.
 DF8344;SPC MO C     -   330,034.780   493,080.173   MT  0.99993392   -0 02 59.7
 DF8344;UTM  15      - 4,295,468.584   536,495.665   MT  0.99961640   +0 15 48.3
 DF8344
 DF8344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8344!SPC MO C     -   0.99996217  x   0.99993392  =   0.99989610
 DF8344!UTM  15      -   0.99996217  x   0.99961640  =   0.99957859
 DF8344
 DF8344:                Primary Azimuth Mark                     Grid Az
 DF8344:SPC MO C     -  HOME AZ MK                               094 34 25.1
 DF8344:UTM  15      -  HOME AZ MK                               094 15 37.1
 DF8344
 DF8344|---------------------------------------------------------------------|
 DF8344| PID    Reference Object                     Distance      Geod. Az  |
 DF8344|                                                           dddmmss.s |
 DF8344| CM3796 HOME AZ MK                                         0943125.4 |
 DF8344| JD2428 HOME AZ MK 2                        APPROX. 0.7 KM 0945715.9 |
 DF8344| JD2613 CALIFORNIA MUNICIPAL TANK           APPROX.19.8 KM 1765655.3 |
 DF8344| DF8345 HOME RM 3                             1.446 METERS 25639     |
 DF8344| CM3797 HOME RM 1                            36.377 METERS 27413     |
 DF8344| CM3798 HOME RM 2                             3.036 METERS 32718     |
 DF8344|---------------------------------------------------------------------|
 DF8344
 DF8344                          SUPERSEDED SURVEY CONTROL
 DF8344
 DF8344  NAD 83(1986)-  38 48 26.02521(N)    092 34 46.81798(W) AD(       ) 2
 DF8344
 DF8344.Superseded values are not recommended for survey control.
 DF8344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8344.See file dsdata.txt to determine how the superseded data were derived.
 DF8344
 DF8344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3649695469(NAD 83)
 DF8344_MARKER: DS = TRIANGULATION STATION DISK
 DF8344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8344_STAMPING: HOME 1949 1984
 DF8344_MARK LOGO: NGS   
 DF8344_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8344+STABILITY: SURFACE MOTION
 DF8344
 DF8344  HISTORY     - Date     Condition        Report By
 DF8344  HISTORY     - 1984     MONUMENTED       NGS
 DF8344
 DF8344                          STATION DESCRIPTION
 DF8344
 DF8344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DF8344'THE SURFACE STATION MARK WAS FOUND TILTED OUT OF POSITION.  THE
 DF8344'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION, BUT ONLY 2 FT (0.6
 DF8344'M) BELOW THE GROUND SURFACE.  RM 1 AND THE AZ MK WERE BOTH SEARCHED
 DF8344'FOR BUT NOT FOUND.  RM 2 WAS RECOVERED IN GOOD CONDITION. THE
 DF8344'DIRECTION TO THIS MARK AGREED WITH 1949 DATA BUT THE DISTANCE WAS 0.16
 DF8344'FT (4.88 CM) LONGER.  RM 1 WAS PROBABLY DESTROYED DURING THE
 DF8344'CONSTRUCTION OF A NEW HOUSE AND THE AZ MK SITE IS NOW THE BACK SLOPE
 DF8344'OF A DITCH.  THE ORIGINAL FARM HOUSE AND BARN HAVE BEEN TURN DOWN AND
 DF8344'A NEW BRICK HOUSE AND A NEW BARN ARE NOW AT THE SITE.  THE STATION
 DF8344'MARKS WERE IN A CULTIVATED FIELD AND WERE LOWERED AT THE REQUEST OF
 DF8344'THE PROPERTY OWNER.  THE HORIZONTAL POSITION OF THE ORIGINAL
 DF8344'UNDERGROUND MARK WAS HELD, THE MARK REMOVED AND A NEW UNDERGROUND MARK
 DF8344'WAS SET 5 FT (1.5 M) BELOW THE GROUND SURFACE.  A NEW SURFACE MARK WAS
 DF8344'THEN SET DIRECTLY OVER THIS MARK BUT LEFT RECESSED 24 INCHES BELOW THE
 DF8344'GROUND SURFACE IN ORDER IT WOULD NOT INTERFERE WITH FARMING
 DF8344'OPERATIONS.  RM 3 AND AN AZ MK 2 WERE ALSO ESTABLISHED.  DUE TO THE
 DF8344'ABOVE CHANGES A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT
 DF8344'3/4 MI SSE OF PRAIRIE HOME, ON THE N SIDE OF STATE HWY 87 AND IN A
 DF8344'CULTIVATED FIELD ON PROPERTY OWNED BY ALPERS FARMS, RURAL ROUTE 2,
 DF8344'BOONEVILLE, MISSOURI 65233.  THE STATION IS AT THE HOME OF ROBERT
 DF8344'ALPERS, RURAL ROUTE, PRAIRIE HOME, MISOURI 65068.  TO REACH THE
 DF8344'STATION FROM THE POST OFFICE IN PRAIRIE HOME, GO S AND E ON STATE HWY
 DF8344'87 FOR 0.75 MK TO A NEW BRICK HOUSE, OCCUPIED BY ROBERT ALPERS AND THE
 DF8344'STATION ON THE LEFT.
 DF8344' 
 DF8344'THE STATION IS A STANDARD NGS DISK STAMPED---HOME 1949 1984---, SET
 DF8344'INTO THE TOP OF ROUND CONCRETE MONUMENT, 15 INCHES (38.1 CM) IN
 DF8344'DIAMETER, RECESSED 24 INCHES (61 CM) BELOW THE GROUND.  THE STATION IS
 DF8344'LOCATED 134.7 FT (41.1 M) ESE FROM THE SE CORNER OF THE HOUSE, 45.0 FT
 DF8344'(13.7 M) E FROM THE N/S FENCE, 43.5 FT (13.3 M) N FROM THE CENTERLINE
 DF8344'OF THE HWY, 14.0 F N FROM THE E/W FENCE AND A WITNESS POST.  RM NO 02,
 DF8344'IS A STANDARD, CGS, DISK STAMPED---HOME NO 2 1949---, SET INTO THE TOP
 DF8344'OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER,
 DF8344'PROJECTING 02 INCHES (5 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 DF8344'81.9 FT (25.0 M) ENE FROM THE SE CORNER OF THE HOUSE, 71.4 FT (21.8 M)
 DF8344'E FROM THE NE CORNER OF THE HOUSE, 125.0 FT (38.1 M) N FROM THE
 DF8344'CENTERLINE OF THE HWY, AND 2.0 FT (0.6 M) HIGHER THAN THE STATION.  RM
 DF8344'NO 03, IS A STANDARD NGS DISK STAMPED---HOME 1949 NO 3 1984---, SET
 DF8344'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN
 DF8344'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 98.5 FT (30.0 M)
 DF8344'SE FROM THE SE CORNER OF THE HOUSE, 30.0 FT (9.1 M) N FROM THE
 DF8344'CENTERLINE OF THE HWY, 1.0 FT (0.3 M) NW FROM THE FENCE CORNER, SE OF
 DF8344'THE HOUSE, AND 3.00 FT (0.91 M) HIGHER THAN THE STATION.  AZ MK NO 02,
 DF8344'IS A STANDARD NGS DISK STAMPED---HOME 1949 NO 2 1984---, SET INTO THE
 DF8344'TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER,
 DF8344'PROJECTING 02 INCHES (5 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 DF8344'44.0 FT (13.4 M) S FROM THE CENTERLINE OF THE HWY, 15.5 FT (4.7 M) E
 DF8344'FROM THE CENTERLINE OF THE FIELD ENTRANCE AND A GATE, 2.0 FT (0.6 M)
 DF8344'NW FROM A WITNESS POST, 1.5 FT (0.5 M) N FROM THE FENCE.  TO REACH THE
 DF8344'AZ MK FROM THE STATION, GO E ON THE HWY FOR 0.45 MI (0.72 KM) TO A
 DF8344'FIELD ENTRANCE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0918 ***********************************************************************
 GE0918  DESIGNATION -  HOMELAND
 GE0918  PID         -  GE0918
 GE0918  STATE/COUNTY-  MO/HOWELL
 GE0918  USGS QUAD   -  SOUTH FORK (1983)
 GE0918
 GE0918                         *CURRENT SURVEY CONTROL
 GE0918  ___________________________________________________________________
 GE0918* NAD 83(1997)-  36 39 39.75007(N)    091 54 38.01666(W)     ADJUSTED  
 GE0918* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 GE0918  ___________________________________________________________________
 GE0918  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GE0918  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 GE0918
 GE0918  HORZ ORDER  -  FIRST
 GE0918
 GE0918.The horizontal coordinates were established by classical geodetic methods
 GE0918.and adjusted by the National Geodetic Survey in February 2000..
 GE0918
 GE0918.The orthometric height was scaled from a topographic map.
 GE0918
 GE0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0918
 GE0918.The geoid height was determined by GEOID03.
 GE0918
 GE0918;                    North         East     Units Scale Factor Converg.
 GE0918;SPC MO C     -    92,001.218   552,695.753   MT  0.99996753   +0 21 07.0
 GE0918;SPC MO E     -    92,766.330   123,893.272   MT  1.00012919   -0 50 32.4
 GE0918;UTM  15      - 4,057,824.428   597,364.347   MT  0.99971679   +0 39 01.9
 GE0918
 GE0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0918!SPC MO C     -   0.99994706  x   0.99996753  =   0.99991459
 GE0918!SPC MO E     -   0.99994706  x   1.00012919  =   1.00007625
 GE0918!UTM  15      -   0.99994706  x   0.99971679  =   0.99966387
 GE0918
 GE0918:                Primary Azimuth Mark                     Grid Az
 GE0918:SPC MO C     -  HOMELAND AZ MK                           052 11 49.5
 GE0918:SPC MO E     -  HOMELAND AZ MK                           053 23 28.9
 GE0918:UTM  15      -  HOMELAND AZ MK                           051 53 54.6
 GE0918
 GE0918|---------------------------------------------------------------------|
 GE0918| PID    Reference Object                     Distance      Geod. Az  |
 GE0918|                                                           dddmmss.s |
 GE0918| CI1665 HOMELAND AZ MK                                     0523256.5 |
 GE0918| CI1666 HOMELAND RM 1                        29.820 METERS 15732     |
 GE0918| CI1668 HOMELAND RM 3                        29.837 METERS 15733     |
 GE0918| CI1667 HOMELAND RM 2                        24.382 METERS 31852     |
 GE0918|---------------------------------------------------------------------|
 GE0918
 GE0918                          SUPERSEDED SURVEY CONTROL
 GE0918
 GE0918  NAD 83(1997)-  36 39 39.75285(N)    091 54 38.01626(W) AD(       ) 1
 GE0918  NAD 83(1986)-  36 39 39.75977(N)    091 54 38.01523(W) AD(       ) 1
 GE0918  NAD 27      -  36 39 39.53500(N)    091 54 37.47200(W) AD(       ) 1
 GE0918
 GE0918.Superseded values are not recommended for survey control.
 GE0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0918.See file dsdata.txt to determine how the superseded data were derived.
 GE0918
 GE0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA9736457824(NAD 83)
 GE0918_MARKER: DS = TRIANGULATION STATION DISK
 GE0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0918+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 GE0918
 GE0918  HISTORY     - Date     Condition        Report By
 GE0918  HISTORY     - 1928     MONUMENTED       CGS
 GE0918  HISTORY     - 1953     GOOD             CGS
 GE0918  HISTORY     - 20060307 GOOD             MODNR
 GE0918
 GE0918                          STATION DESCRIPTION
 GE0918
 GE0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GE0918'ABOUT 6-1/2 MILES BY ROAD SOUTHWEST OF WEST PLAINS, 1 MILE
 GE0918'SOUTH OF STATE HIGHWAY 80, AND THREE-FOURTHS MILE SOUTHEAST OF
 GE0918'THE HOMELAND CHURCH AND SCHOOLHOUSE, ON HIGHEST POINT OF
 GE0918'PROMINENT WOODED HILL KNOWN LOCALLY AS THE HOMELAND HILL,
 GE0918'200 METERS (656 FEET) NORTH OF THE EAST-AND-WEST ROAD, AND 4.8
 GE0918'METERS (16 FEET) NORTHEAST OF 10-INCH BLAZED WHITE OAK.  SURFACE
 GE0918'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 GE0918'UPPER MARK PROJECTS 4 INCHES.  LOWER
 GE0918'MARK IS 5 FEET BELOW SURFACE.  REFERENCE MARKS ARE STANDARD
 GE0918'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 2.8 METERS
 GE0918'(9 FEET) NORTH-NORTHWEST OF 10-INCH BLAZED WHITE OAK, AND
 GE0918'29.82 METERS (97.8 FEET) FROM STATION S 22 DEG 28 MIN E.
 GE0918'NO. 2 IS 2.5 METERS (8 FEET) EAST OF 10-INCH BLAZED
 GE0918'BLACK OAK, AND 24.36 METERS (79.9 FEET) FROM STATION.
 GE0918
 GE0918                          STATION RECOVERY (1953)
 GE0918
 GE0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0918'THE ORIGINAL DESCRIPTION IS ADEQUATE AND THE STATION MARK AND
 GE0918'REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.  A NEW
 GE0918'AZIMUTH MARK WAS ESTABLISHED, TO REACH, GO EAST FROM THE STATION
 GE0918'0.2 MILE TO THE GRADED ROAD, TURN LEFT FOR 0.1 MILE TO THE MARK
 GE0918'ON THE LEFT.  THE MARK IS 15 FEET WEST OF THE CENTER OF THE
 GE0918'GRADED ROAD, 3 FEET NORTHWEST OF A 4 X 4 INCH WITNESS POST AND 1
 GE0918'FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND
 GE0918'THE DISK IS STAMPED HOMELAND 1928.
 GE0918'
 GE0918'THE DISK IN REFERENCE MARK 1 WAS DESTROYED AND A NEW ONE WAS
 GE0918'CEMENTED IN THE SAME HOLE IN THE MONUMENT AND IS STAMPED
 GE0918'HOMELAND NO 3 1953.
 GE0918
 GE0918                          STATION RECOVERY (2006)
 GE0918
 GE0918'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0918'NO REFERENCE MARKS OR AZIMUTH WERE RECOVERED. THE STATION WAS FOUND IN
 GE0918'GOOD CONDITION UNDER THE FRONT DOOR OF AN ABANDONED SCHOOL BUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0586 ***********************************************************************
 JD0586  DESIGNATION -  HONEY
 JD0586  PID         -  JD0586
 JD0586  STATE/COUNTY-  MO/COOPER
 JD0586  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0586
 JD0586                         *CURRENT SURVEY CONTROL
 JD0586  ___________________________________________________________________
 JD0586* NAD 83(1997)-  38 43 43.16507(N)    092 57 28.47346(W)     ADJUSTED  
 JD0586* NAVD 88     -       249.960  (meters)     820.08   (feet)  ADJUSTED  
 JD0586  ___________________________________________________________________
 JD0586  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 JD0586  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0586  DYNAMIC HT  -         249.794 (meters)     819.53  (feet)  COMP
 JD0586  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 JD0586
 JD0586  HORZ ORDER  -  THIRD
 JD0586  VERT ORDER  -  SECOND    CLASS 0
 JD0586
 JD0586.The horizontal coordinates were established by classical geodetic methods
 JD0586.and adjusted by the National Geodetic Survey in February 2000..
 JD0586
 JD0586.The orthometric height was determined by differential leveling
 JD0586.and adjusted by the National Geodetic Survey in June 1991..
 JD0586
 JD0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0586
 JD0586.The geoid height was determined by GEOID03.
 JD0586
 JD0586.The dynamic height is computed by dividing the NAVD 88
 JD0586.geopotential number by the normal gravity value computed on the
 JD0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0586.degrees latitude (g = 980.6199 gals.).
 JD0586
 JD0586.The modeled gravity was interpolated from observed gravity values.
 JD0586
 JD0586;                    North         East     Units Scale Factor Converg.
 JD0586;SPC MO C     -   321,409.768   460,184.467   MT  0.99995285   -0 17 11.4
 JD0586;UTM  15      - 4,286,666.897   503,658.588   MT  0.99960016   +0 01 34.8
 JD0586
 JD0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0586!SPC MO C     -   0.99996591  x   0.99995285  =   0.99991876
 JD0586!UTM  15      -   0.99996591  x   0.99960016  =   0.99956608
 JD0586
 JD0586|---------------------------------------------------------------------|
 JD0586| PID    Reference Object                     Distance      Geod. Az  |
 JD0586|                                                           dddmmss.s |
 JD0586| JD0588 HONEY RM 1                           22.004 METERS 07832     |
 JD0586| JD0589 HONEY AZ MK                                        0953800.1 |
 JD0586| JD0587 HONEY RM 2                           20.770 METERS 35200     |
 JD0586|---------------------------------------------------------------------|
 JD0586
 JD0586                          SUPERSEDED SURVEY CONTROL
 JD0586
 JD0586  NAD 83(1986)-  38 43 43.17476(N)    092 57 28.47560(W) AD(       ) 3
 JD0586  NAD 27      -  38 43 43.11142(N)    092 57 27.76843(W) AD(       ) 3
 JD0586  NGVD 29 (??/??/92)  249.868  (m)          819.78   (f) ADJ UNCH    2 0
 JD0586
 JD0586.Superseded values are not recommended for survey control.
 JD0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0586.See file dsdata.txt to determine how the superseded data were derived.
 JD0586
 JD0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC0365986667(NAD 83)
 JD0586_MARKER: DS = TRIANGULATION STATION DISK
 JD0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0586_STAMPING: HONEY 1962
 JD0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0586+STABILITY: SURFACE MOTION
 JD0586
 JD0586  HISTORY     - Date     Condition        Report By
 JD0586  HISTORY     - 1963     MONUMENTED       CGS
 JD0586  HISTORY     - 1963     GOOD             NGS
 JD0586
 JD0586                          STATION DESCRIPTION
 JD0586
 JD0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD0586'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF OTTERVILLE,
 JD0586'1.7 MILES NORTH OF U.S. HIGHWAY 50 AND IT IS IN THE WEST EDGE
 JD0586'OF A TRIANGULAR PLOT OF GROUND IN THE INTERSECTION OF COUNTY ROUTE
 JD0586'C AND A GRAVEL ROAD.  IT IS IN THE SOUTHWEST CORNER OF THE
 JD0586'SOUTHEAST 1/4 SECTION 24, T 46 N, R 19 W.
 JD0586'
 JD0586'TO REACH THE STATION FROM THE MISSOURI-PACIFIC RAILROAD
 JD0586'STATION IN OTTERVILLE, GO EAST ON U.S. HIGHWAY 50 FOR 2.3 MILES
 JD0586'TO THE JUNCTION OF COUNTY ROUTE C.  TURN LEFT AND GO NORTH ON
 JD0586'COUNTY ROUTE C FOR 1.7 MILES TO A FORK ON THE SUMMIT OF A
 JD0586'HILL AND THE STATION ON THE LEFT AS DESCRIBED.  TO REACH THE
 JD0586'AZIMUTH MARK GO EAST ON COUNTY ROUTE C FOR 0.3 MILES TO THE
 JD0586'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 JD0586'
 JD0586'STATION MARK IS 52.0 FEET NORTHWEST OF THE CENTER OF COUNTY
 JD0586'ROUTE C, 31.8 FEET NORTH OF THE DICKS BROTHERS MAIL BOX AND 48
 JD0586'FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD.  IT IS STAMPED-
 JD0586'HONEY 1962 AND IT IS SET FLUSH WITH THE GROUND SURFACE.
 JD0586'
 JD0586'RM 1 IS 41.4 FEET NORTHWEST OF THE CENTER OF COUNTY ROUTE C,
 JD0586'20.4 FEET SOUTH OF THE CENTER OF AN ABANDONED ROADBED AND 4
 JD0586'FEET WEST OF A TELEPHONE POLE.  IT IS STAMPED- HONEY NO 1 1962
 JD0586'AND IT PROJECTS 5 INCHES.
 JD0586'
 JD0586'RM 2 IS 35.0 FEET EAST OF THE CENTER OF A DRIVEWAY, 21.0 FEET
 JD0586'NORTH OF THE CENTER OF AN ABANDONED ROADBED AND 2.7 FEET SOUTH
 JD0586'OF A FENCELINE.  IT IS STAMPED- HONEY NO 2 1962 AND IT PROJECTS
 JD0586'4 INCHES.
 JD0586'
 JD0586'AZIMUTH MARK IS 33.0 FEET SOUTHEAST OF THE CENTER OF COUNTY
 JD0586'ROUTE C, 3.0 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 JD0586'NORTHWEST OF A FENCELINE.  IT IS STAMPED- HONEY 1962 AND IT
 JD0586'PROJECTS 4 INCHES.
 JD0586'
 JD0586'ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF 12-INCH
 JD0586'CONCRETE CYLINDERS.
 JD0586
 JD0586                          STATION RECOVERY (1963)
 JD0586
 JD0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0586'4.2 MI NE FROM OTTERVILLE.
 JD0586'ABOUT 2.3 MIILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0586'THE STATION AT OTTERVILLE, THENCE 0.2 MILE NORTH ALONG A TRACK
 JD0586'ROAD, THENCE 1.75 MILE NORTH ALONG COUNTY ROAD C, AT THE CREST
 JD0586'OF A HILL, AT A POINT WHERE THE ROAD JOGS EAST, 64.3 FEET NORTH
 JD0586'OF THE CENTERLINE OF THE ROAD, 71.2 FEET SOUTH OF A FENCE, 30.3
 JD0586'FEET EAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 72.0 FEET
 JD0586'WEST-SOUTHWEST OF R.M. 1, 68.5 FEET SOUTH OF R.M. 2, ABOUT
 JD0586'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD0586'CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1357 ***********************************************************************
 HD1357  DESIGNATION -  HONEY
 HD1357  PID         -  HD1357
 HD1357  STATE/COUNTY-  MO/LAWRENCE
 HD1357  USGS QUAD   -  MT VERNON (1971)
 HD1357
 HD1357                         *CURRENT SURVEY CONTROL
 HD1357  ___________________________________________________________________
 HD1357* NAD 83(1997)-  37 03 40.84484(N)    093 47 36.65059(W)     ADJUSTED  
 HD1357* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 HD1357  ___________________________________________________________________
 HD1357  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HD1357  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HD1357
 HD1357  HORZ ORDER  -  FIRST
 HD1357
 HD1357.The horizontal coordinates were established by classical geodetic methods
 HD1357.and adjusted by the National Geodetic Survey in February 2000..
 HD1357
 HD1357.The orthometric height was scaled from a topographic map.
 HD1357
 HD1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1357
 HD1357.The geoid height was determined by GEOID03.
 HD1357
 HD1357;                    North         East     Units Scale Factor Converg.
 HD1357;SPC MO W     -    99,510.551   912,831.683   MT  0.99998979   +0 25 32.8
 HD1357;SPC MO C     -   137,042.866   384,959.686   MT  1.00009631   -0 46 46.7
 HD1357;UTM  15      - 4,101,972.122   429,452.379   MT  0.99966131   -0 28 41.7
 HD1357
 HD1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1357!SPC MO W     -   0.99994165  x   0.99998979  =   0.99993144
 HD1357!SPC MO C     -   0.99994165  x   1.00009631  =   1.00003795
 HD1357!UTM  15      -   0.99994165  x   0.99966131  =   0.99960298
 HD1357
 HD1357|---------------------------------------------------------------------|
 HD1357| PID    Reference Object                     Distance      Geod. Az  |
 HD1357|                                                           dddmmss.s |
 HD1357| CM3800 HONEY RM 1                           23.157 METERS 04253     |
 HD1357| CM3799 HONEY AZ MK                                        0483747.4 |
 HD1357| CM3801 HONEY RM 2                           25.621 METERS 31212     |
 HD1357| HD1358 MT VERNON COURTHOUSE DOME           APPROX. 5.2 KM 3344341.5 |
 HD1357| HD1362 MT VERNON ST SANATORIUM TANK        APPROX. 6.1 KM 3345959.0 |
 HD1357|---------------------------------------------------------------------|
 HD1357
 HD1357                          SUPERSEDED SURVEY CONTROL
 HD1357
 HD1357  NAD 83(1997)-  37 03 40.84576(N)    093 47 36.65068(W) AD(       ) 1
 HD1357  NAD 83(1997)-  37 03 40.85510(N)    093 47 36.65203(W) AD(       ) 1
 HD1357  NAD 83(1986)-  37 03 40.85731(N)    093 47 36.65005(W) AD(       ) 1
 HD1357  NAD 27      -  37 03 40.65420(N)    093 47 35.91440(W) AD(       ) 1
 HD1357
 HD1357.Superseded values are not recommended for survey control.
 HD1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1357.See file dsdata.txt to determine how the superseded data were derived.
 HD1357
 HD1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB2945201972(NAD 83)
 HD1357_MARKER: DS = TRIANGULATION STATION DISK
 HD1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1357+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 HD1357
 HD1357  HISTORY     - Date     Condition        Report By
 HD1357  HISTORY     - 1959     MONUMENTED       CGS
 HD1357  HISTORY     - 20040605 GOOD             MODNR
 HD1357
 HD1357                          STATION DESCRIPTION
 HD1357
 HD1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1357'THE STATION IS ABOUT 3 MILES SOUTHEAST OF MT. VERNON, ABOUT
 HD1357'7 MILES NORTHWEST OF AURORA, IN THE SOUTHEAST 1/4 OF SECTION
 HD1357'8, T. 27 N., R. 26 W. AND ON PROPERTY OWNED BY MR. ED BOTTS.
 HD1357'IT IS 95 FEET SOUTHWEST OF A GRAVEL ROAD AND A FARM DRIVEWAY,
 HD1357'90 FEET WEST OF THE CENTERLINE OF THE FARM DRIVEWAY, 61 FEET
 HD1357'NORTHWEST OF A 14 INCH OAK TREE, 43 FEET NORTH OF A 16 INCH
 HD1357'OAK TREE, 36 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 HD1357'ROAD AND 17 FEET SOUTH OF A FENCE.  THE MONUMENT IS 12 INCHES
 HD1357'UNDERGROUND AND THE DISK IS STAMPED HONEY 1959.
 HD1357'
 HD1357'TO REACH THE STATION FROM THE POST OFFICE IN MT. VERNON, GO
 HD1357'SOUTH ON SOUTH HICKORY STREET FOR 0.4 MILE TO U.S. HIGHWAY 166.
 HD1357'TURN LEFT AND GO EAST ON HIGHWAY 166 FOR 0.7 MILE TO A
 HD1357'JUNCTION WITH STATE HIGHWAY 39.  TURN RIGHT AND GO SOUTHEAST
 HD1357'AND SOUTH ON HIGHWAY 39 FOR 2.4 MILES TO THE AZIMUTH MARK ON
 HD1357'THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON HIGHWAY 39 FOR
 HD1357'0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 HD1357'GRAVELED ROAD FOR 0.35 MILE TO A FARM DRIVEWAY LEFT AND THE
 HD1357'STATION ON THE LEFT AS DESCRIBED.
 HD1357'
 HD1357'REFERENCE MARK 1 IS 24 FEET WEST OF A POWER POLE, 20 FEET
 HD1357'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 2 FEET NORTHWEST
 HD1357'OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT
 HD1357'IS FLUSH AND THE DISK IS STAMPED HONEY NO 1 1959.
 HD1357'
 HD1357'REFERENCE MARK 2 IS 100 FEET WEST OF THE WITNESS POST, 20
 HD1357'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1
 HD1357'FOOT SOUTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HD1357'STAMPED HONEY NO 2 1959.
 HD1357'
 HD1357'THE AZIMUTH MARK IS 51 FEET NORTH OF A FENCE CORNER, 39
 HD1357'FEET EAST OF THE CENTERLINE OF HIGHWAY 39, 6 FEET NORTHWEST
 HD1357'OF A POWER POLE, 2 FEET WEST OF A FENCE AND 1 FOOT SOUTHEAST
 HD1357'OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 HD1357'STAMPED HONEY 1959.
 HD1357'
 HD1357'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HD1357
 HD1357                          STATION RECOVERY (2004)
 HD1357
 HD1357'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 HD1357'05 JUNE 2004 RECOVERED THE STATION, REFERENCE MARK 1, REFERENCE MARK
 HD1357'2, AND THE AZIMUTH MARK. THE STATION IS ABOUT TWELVE INCHES BELOW THE
 HD1357'SURFACE. THE NORTHERLY SKIES IS OPEN TO SATELLITES VISABILTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0589 ***********************************************************************
 JD0589  DESIGNATION -  HONEY AZ MK
 JD0589  PID         -  JD0589
 JD0589  STATE/COUNTY-  MO/COOPER
 JD0589  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0589
 JD0589                         *CURRENT SURVEY CONTROL
 JD0589  ___________________________________________________________________
 JD0589* NAD 83(1986)-  38 43 40.     (N)    092 57 05.     (W)     SCALED    
 JD0589* NAVD 88     -       230.549  (meters)     756.39   (feet)  ADJUSTED  
 JD0589  ___________________________________________________________________
 JD0589  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0589  DYNAMIC HT  -         230.395 (meters)     755.89  (feet)  COMP
 JD0589  MODELED GRAV-     979,957.6   (mgal)                       NAVD 88
 JD0589
 JD0589  VERT ORDER  -  SECOND    CLASS 0
 JD0589
 JD0589.The horizontal coordinates were scaled from a topographic map and have
 JD0589.an estimated accuracy of +/- 6 seconds.
 JD0589
 JD0589.The orthometric height was determined by differential leveling
 JD0589.and adjusted by the National Geodetic Survey in June 1991..
 JD0589
 JD0589.The geoid height was determined by GEOID03.
 JD0589
 JD0589.The dynamic height is computed by dividing the NAVD 88
 JD0589.geopotential number by the normal gravity value computed on the
 JD0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0589.degrees latitude (g = 980.6199 gals.).
 JD0589
 JD0589.The modeled gravity was interpolated from observed gravity values.
 JD0589
 JD0589;                    North         East    Units  Estimated Accuracy
 JD0589;SPC MO C     -   321,310.      460,750.      MT  (+/- 180 meters Scaled)
 JD0589
 JD0589                          SUPERSEDED SURVEY CONTROL
 JD0589
 JD0589  NGVD 29 (??/??/92)  230.456  (m)          756.09   (f) ADJ UNCH    2 0
 JD0589
 JD0589.Superseded values are not recommended for survey control.
 JD0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0589.See file dsdata.txt to determine how the superseded data were derived.
 JD0589
 JD0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC042865(NAD 83)
 JD0589_MARKER: DZ = AZIMUTH MARK DISK
 JD0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0589_STAMPING: HONEY 1962
 JD0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0589+STABILITY: SURFACE MOTION
 JD0589
 JD0589  HISTORY     - Date     Condition        Report By
 JD0589  HISTORY     - 1962     MONUMENTED       CGS
 JD0589  HISTORY     - 1963     GOOD             NGS
 JD0589
 JD0589                          STATION DESCRIPTION
 JD0589
 JD0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0589'4.2 MI NE FROM OTTERVILLE.
 JD0589'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0589'STATION AT OTTERVILLE, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD,
 JD0589'THENCE 2.1 MILES NORTH ALONG COUNTY ROAD C, NEAR THE BOTTOM OF A
 JD0589'SLIGHT HILL, 79.3 FEET SOUTHEAST OF THE SOUTH END OF A 32-INCH
 JD0589'METAL CULVERT, 33.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 0.9
 JD0589'FOOT NORTH OF A FENCE, 2.8 FEET WEST OF A METAL WITNESS POST,
 JD0589'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD0589'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0588 ***********************************************************************
 JD0588  DESIGNATION -  HONEY RM 1
 JD0588  PID         -  JD0588
 JD0588  STATE/COUNTY-  MO/COOPER
 JD0588  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0588
 JD0588                         *CURRENT SURVEY CONTROL
 JD0588  ___________________________________________________________________
 JD0588* NAD 83(1986)-  38 43 43.     (N)    092 57 28.     (W)     SCALED    
 JD0588* NAVD 88     -       249.344  (meters)     818.06   (feet)  ADJUSTED  
 JD0588  ___________________________________________________________________
 JD0588  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0588  DYNAMIC HT  -         249.178 (meters)     817.51  (feet)  COMP
 JD0588  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 JD0588
 JD0588  VERT ORDER  -  SECOND    CLASS 0
 JD0588
 JD0588.The horizontal coordinates were scaled from a topographic map and have
 JD0588.an estimated accuracy of +/- 6 seconds.
 JD0588
 JD0588.The orthometric height was determined by differential leveling
 JD0588.and adjusted by the National Geodetic Survey in June 1991..
 JD0588
 JD0588.The geoid height was determined by GEOID03.
 JD0588
 JD0588.The dynamic height is computed by dividing the NAVD 88
 JD0588.geopotential number by the normal gravity value computed on the
 JD0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0588.degrees latitude (g = 980.6199 gals.).
 JD0588
 JD0588.The modeled gravity was interpolated from observed gravity values.
 JD0588
 JD0588;                    North         East    Units  Estimated Accuracy
 JD0588;SPC MO C     -   321,410.      460,200.      MT  (+/- 180 meters Scaled)
 JD0588
 JD0588                          SUPERSEDED SURVEY CONTROL
 JD0588
 JD0588  NGVD 29 (??/??/92)  249.252  (m)          817.75   (f) ADJ UNCH    2 0
 JD0588
 JD0588.Superseded values are not recommended for survey control.
 JD0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0588.See file dsdata.txt to determine how the superseded data were derived.
 JD0588
 JD0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC036866(NAD 83)
 JD0588_MARKER: DR = REFERENCE MARK DISK
 JD0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0588_STAMPING: HONEY NO 1 1962
 JD0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0588+STABILITY: SURFACE MOTION
 JD0588
 JD0588  HISTORY     - Date     Condition        Report By
 JD0588  HISTORY     - 1962     MONUMENTED       CGS
 JD0588  HISTORY     - 1963     GOOD             NGS
 JD0588
 JD0588                          STATION DESCRIPTION
 JD0588
 JD0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0588'4.2 MI NE FROM OTTERVILLE.
 JD0588'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0588'STATION AT OTTERVILLE, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD,
 JD0588'THENCE 1.75 MILES NORTH ALONG COUNTY ROAD C, 42.6 FEET NORTH
 JD0588'OF THE CENTERLINE OF THE ROAD, 96 FEET EAST-SOUTHEAST OF R.M. 2,
 JD0588'72.0 FEET EAST-NORTHEAST OF THE STATION MARK, ABOUT LEVEL WITH
 JD0588'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JD0588'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0587 ***********************************************************************
 JD0587  DESIGNATION -  HONEY RM 2
 JD0587  PID         -  JD0587
 JD0587  STATE/COUNTY-  MO/COOPER
 JD0587  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0587
 JD0587                         *CURRENT SURVEY CONTROL
 JD0587  ___________________________________________________________________
 JD0587* NAD 83(1986)-  38 43 43.     (N)    092 57 28.     (W)     SCALED    
 JD0587* NAVD 88     -       249.945  (meters)     820.03   (feet)  ADJUSTED  
 JD0587  ___________________________________________________________________
 JD0587  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0587  DYNAMIC HT  -         249.779 (meters)     819.48  (feet)  COMP
 JD0587  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 JD0587
 JD0587  VERT ORDER  -  SECOND    CLASS 0
 JD0587
 JD0587.The horizontal coordinates were scaled from a topographic map and have
 JD0587.an estimated accuracy of +/- 6 seconds.
 JD0587
 JD0587.The orthometric height was determined by differential leveling
 JD0587.and adjusted by the National Geodetic Survey in June 1991..
 JD0587
 JD0587.The geoid height was determined by GEOID03.
 JD0587
 JD0587.The dynamic height is computed by dividing the NAVD 88
 JD0587.geopotential number by the normal gravity value computed on the
 JD0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0587.degrees latitude (g = 980.6199 gals.).
 JD0587
 JD0587.The modeled gravity was interpolated from observed gravity values.
 JD0587
 JD0587;                    North         East    Units  Estimated Accuracy
 JD0587;SPC MO C     -   321,410.      460,200.      MT  (+/- 180 meters Scaled)
 JD0587
 JD0587                          SUPERSEDED SURVEY CONTROL
 JD0587
 JD0587  NGVD 29 (??/??/92)  249.853  (m)          819.73   (f) ADJ UNCH    2 0
 JD0587
 JD0587.Superseded values are not recommended for survey control.
 JD0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0587.See file dsdata.txt to determine how the superseded data were derived.
 JD0587
 JD0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC036866(NAD 83)
 JD0587_MARKER: DR = REFERENCE MARK DISK
 JD0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0587_STAMPING: HONEY NO 2 1962
 JD0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0587+STABILITY: SURFACE MOTION
 JD0587
 JD0587  HISTORY     - Date     Condition        Report By
 JD0587  HISTORY     - 1962     MONUMENTED       CGS
 JD0587  HISTORY     - 1963     GOOD             NGS
 JD0587
 JD0587                          STATION DESCRIPTION
 JD0587
 JD0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0587'4.2 MI NE FROM OTTERVILLE.
 JD0587'ABOUT 2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0587'STATION AT OTTERVILLE, THENCE 0.2 MILE NORTH ALONG A TRACK ROAD,
 JD0587'THENCE 1.75 MILES NORTH ALONG COUNTY ROAD C, 96.0 FEET
 JD0587'WEST-NORTHWEST OF R.M. 1, 68.5 FEET NORTH OF THE STATION MARK, 30
 JD0587'FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 2.7 FEET SOUTH OF A
 JD0587'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JD0587'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1212 ***********************************************************************
 HD1212  DESIGNATION -  HOPE
 HD1212  PID         -  HD1212
 HD1212  STATE/COUNTY-  MO/LACLEDE
 HD1212  USGS QUAD   -  PHILLIPSBURG (1982)
 HD1212
 HD1212                         *CURRENT SURVEY CONTROL
 HD1212  ___________________________________________________________________
 HD1212* NAD 83(1997)-  37 36 12.25760(N)    092 50 03.08590(W)     ADJUSTED  
 HD1212* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 HD1212  ___________________________________________________________________
 HD1212  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 HD1212  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HD1212
 HD1212  HORZ ORDER  -  SECOND
 HD1212
 HD1212.The horizontal coordinates were established by classical geodetic methods
 HD1212.and adjusted by the National Geodetic Survey in February 2000..
 HD1212
 HD1212.The orthometric height was scaled from a topographic map.
 HD1212
 HD1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1212
 HD1212.The geoid height was determined by GEOID03.
 HD1212
 HD1212;                    North         East     Units Scale Factor Converg.
 HD1212;SPC MO C     -   196,468.501   470,491.777   MT  0.99994405   -0 12 14.1
 HD1212;UTM  15      - 4,161,826.376   514,635.683   MT  0.99960264   +0 06 04.2
 HD1212
 HD1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1212!SPC MO C     -   0.99994113  x   0.99994405  =   0.99988518
 HD1212!UTM  15      -   0.99994113  x   0.99960264  =   0.99954379
 HD1212
 HD1212|---------------------------------------------------------------------|
 HD1212| PID    Reference Object                     Distance      Geod. Az  |
 HD1212|                                                           dddmmss.s |
 HD1212| CM3802 HOPE RM 1                            23.378 METERS 01101     |
 HD1212| HD1211 TT 25 W                             432.328 METERS 1761748.0 |
 HD1212| CM3803 HOPE RM 2                            22.219 METERS 27332     |
 HD1212|---------------------------------------------------------------------|
 HD1212
 HD1212                          SUPERSEDED SURVEY CONTROL
 HD1212
 HD1212  NAD 83(1986)-  37 36 12.27005(N)    092 50 03.08554(W) AD(       ) 2
 HD1212  NAD 27      -  37 36 12.11800(N)    092 50 02.44400(W) AD(       ) 2
 HD1212
 HD1212.Superseded values are not recommended for survey control.
 HD1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1212.See file dsdata.txt to determine how the superseded data were derived.
 HD1212
 HD1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB1463661826(NAD 83)
 HD1212_MARKER: DS = TRIANGULATION STATION DISK
 HD1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1212
 HD1212  HISTORY     - Date     Condition        Report By
 HD1212  HISTORY     - 1947     MONUMENTED       CGS
 HD1212
 HD1212                          STATION DESCRIPTION
 HD1212
 HD1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1212'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF LEBANON,
 HD1212'ABOUT 6 MILES NORTHWEST OF PHILLIPSBURG, ABOUT 1 MILE SOUTHEAST
 HD1212'OF THE NEW HOPE CHURCH, ON PROPERTY OWNED AND OCCUPIED BY MRS.
 HD1212'NYBERG.  IT IS 44 FEET WEST OF CENTERLINE OF COUNTY ROUTE
 HD1212'A, 37 FEET NORTHWEST OF A FENCE CORNER, AND 3 FEET WEST-NORTHWEST
 HD1212'OF A WITNESS POST.  THE DISK IS STAMPED HOPE 1947 AND PROJECTS
 HD1212'4 INCHES.
 HD1212'
 HD1212'REFERENCE MARK NO. 1 IS 76.70 FEET NORTH-NORTHEAST OF THE
 HD1212'STATION, 71 FEET EAST OF THE SOUTHEAST CORNER OF MRS. NYBERGS
 HD1212'HOUSE, AND 28 FEET WEST OF THE CENTERLINE OF THE ROAD.  THE
 HD1212'DISK IS STAMPED HOPE NO 1 1947 AND PROJECTS 6 INCHES.
 HD1212'
 HD1212'REFERENCE MARK NO. 2 IS 72.90 FEET WEST OF THE STATION, 14
 HD1212'FEET SOUTH OF A 16 INCH OAK TREE, AND 1 FOOT EAST OF A FENCE.
 HD1212'THE DISK IS STAMPED HOPE NO 2 1947 AND PROJECTS 6 INCHES.
 HD1212'
 HD1212'BM 1931 (USGS) WAS USED AS THE AZIMUTH MARK.  IT IS 1418.48
 HD1212'FEET SOUTH OF THE STATION, 50 FEET SOUTH OF A GRAVELLED ROAD,
 HD1212'24 FEET EAST OF ANOTHER GRAVELLED ROAD, AND 23 FEET SOUTH
 HD1212'OF POWER POLE A 312.  IT IS A USGS BENCH MARK DISK, SET
 HD1212'IN THE TOP OF A CONCRETE CYLINDER 6 INCHES IN DIAMETER,
 HD1212'AND PROJECTS 18 INCHES.  IT IS STAMPED 1931.  TO REACH FROM
 HD1212'THE STATION GO SOUTH ON COUNTY ROUTE A FOR 0.2 MILE TO
 HD1212'A CROSS ROADS AND THE MARK IN THE SOUTHEAST CORNER OF THE
 HD1212'INTERSECTION.  A TRAVERSE CONNECTION WAS MADE FROM THE
 HD1212'STATION.
 HD1212'
 HD1212'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 HD1212'AND COUNTY ROUTES A AND C, WHICH IS 1 MILE WEST OF PHILLIPSBURG,
 HD1212'GO NORTH ON COUNTY ROUTE A FOR 5.3 MILES TO THE TOP OF A
 HD1212'SMALL HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 HD1212'
 HD1212'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1432 ***********************************************************************
 JC1432  DESIGNATION -  HOPE
 JC1432  PID         -  JC1432
 JC1432  STATE/COUNTY-  MO/WARREN
 JC1432  USGS QUAD   -  TRELOAR (1985)
 JC1432
 JC1432                         *CURRENT SURVEY CONTROL
 JC1432  ___________________________________________________________________
 JC1432* NAD 83(1997)-  38 43 13.87610(N)    091 08 51.48697(W)     ADJUSTED  
 JC1432* NAVD 88     -       272.4    (meters)     894.     (feet)  VERTCON   
 JC1432  ___________________________________________________________________
 JC1432  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 JC1432  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JC1432
 JC1432  HORZ ORDER  -  SECOND
 JC1432
 JC1432.The horizontal coordinates were established by classical geodetic methods
 JC1432.and adjusted by the National Geodetic Survey in February 2000..
 JC1432
 JC1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1432
 JC1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1432
 JC1432.The geoid height was determined by GEOID03.
 JC1432
 JC1432;                    North         East     Units Scale Factor Converg.
 JC1432;SPC MO E     -   320,606.233   193,681.143   MT  0.99997238   -0 24 18.4
 JC1432;UTM  15      - 4,287,391.882   661,034.766   MT  0.99991934   +1 09 32.2
 JC1432
 JC1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1432!SPC MO E     -   0.99996222  x   0.99997238  =   0.99993460
 JC1432!UTM  15      -   0.99996222  x   0.99991934  =   0.99988156
 JC1432
 JC1432|---------------------------------------------------------------------|
 JC1432| PID    Reference Object                     Distance      Geod. Az  |
 JC1432|                                                           dddmmss.s |
 JC1432| CM3805 HOPE RM 1                            14.615 METERS 03143     |
 JC1432| JC1415 WRIGHT CITY BEL TEL MICROWAVE       APPROX.15.0 KM 0363744.7 |
 JC1432| CM3806 HOPE RM 2                            16.270 METERS 14613     |
 JC1432| CM3804 HOPE AZ MK                                         2260027.9 |
 JC1432| JC1433 RADIO MAST 1                        APPROX. 6.0 KM 2852449.2 |
 JC1432|---------------------------------------------------------------------|
 JC1432
 JC1432                          SUPERSEDED SURVEY CONTROL
 JC1432
 JC1432  NAD 83(1997)-  38 43 13.88161(N)    091 08 51.48795(W) AD(       ) 2
 JC1432  NAD 83(1986)-  38 43 13.89458(N)    091 08 51.48613(W) AD(       ) 2
 JC1432  NAD 27      -  38 43 13.71883(N)    091 08 50.95229(W) AD(       ) 2
 JC1432  NGVD 29 (07/19/86)  272.4    (m)          894.     (f) VERT ANG       
 JC1432
 JC1432.Superseded values are not recommended for survey control.
 JC1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1432.See file dsdata.txt to determine how the superseded data were derived.
 JC1432
 JC1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6103587392(NAD 83)
 JC1432_MARKER: DD = SURVEY DISK
 JC1432_SETTING: 0 = UNSPECIFIED SETTING
 JC1432
 JC1432  HISTORY     - Date     Condition        Report By
 JC1432  HISTORY     - 1970     MONUMENTED       USGS
 JC1432
 JC1432                          STATION DESCRIPTION
 JC1432
 JC1432'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1432'THE STATION IS LOCATED ABOUT 6 MI S. OF WARRENTON, IN THE
 JC1432'NW. QUARTER OF SEC. 28, T. 46 N., R. 2 W., ABOUT 200 YARDS E. OF
 JC1432'STATE HWY. 47, 417 FT S. OF CENTER OF CO. HWY. CC ON THE PROPERTY
 JC1432'OF MR. MORRIS O. WILLIAMS AND ABOUT 150 YARDS SE. OF HIS HOUSE.
 JC1432'
 JC1432'TO REACH THE STATION FROM THE POST OFFICE AT WARRENTON, DRIVE
 JC1432'E. FOR 0.1 MI ON CO. HWY. MM TO THE JCT. WITH STATE HWY. 47, TURN
 JC1432'RIGHT AND DRIVE S. ON HWY. 47 FOR 6.85 MI TO THE T-JCT. OF
 JC1432'CO. HWY. CC, TURN LEFT AND DRIVE E. FOR 0.05 MI ON HWY. CC TO
 JC1432'MR. WILLIAMS HOUSE AND STATION AS DESCRIBED.
 JC1432'
 JC1432'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD TABLETS STAMPED
 JC1432'HOPE 1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 JC1432'IN GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION MARK
 JC1432'IS 12 IN. BELOW GROUND.  REFERENCE AND AZIMUTH MARKS ARE FLUSH.
 JC1432'
 JC1432'STATION MARK IS 139 FT N.-NE. OF NE. ONE OF THREE LARGE ANGLE
 JC1432'POINT POWER LINE POLES, 27.5 FT W. OF MR. WILLIAMS E. PROPERTY
 JC1432'LINE FENCE AND 156 FT N.-NW. OF THE CENTER OF A WOODEN GATE IN THE
 JC1432'N.-S. PROPERTY LINE FENCE.
 JC1432'
 JC1432'REFERENCE MARK 1 IS 47.95 FT (14.463 M.) NE. OF STATION AND 0.5
 JC1432'FT W. OF THE N.-S. FENCE.
 JC1432'
 JC1432'REFERENCE MARK 2 IS 53.38 FT (16.270 M.) SE. OF STATION, 0.5 FT
 JC1432'W. OF THE N.-S. FENCE AND A METAL WITNESS POST AND 101.7 FT N. OF
 JC1432'THE N. GATE POST OF THE BOARD GATE.
 JC1432'
 JC1432'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 84.84 FT
 JC1432'(25.859 M.).
 JC1432'
 JC1432'AZIMUTH MARK IS ABOUT 0.2 MI SW. OF STATION, 0.15 MI S. OF
 JC1432'JCT. OF HWY. CC AND HWY. 47, 32 FT W. OF CENTER OF HWY. 47, 79
 JC1432'FT NW. OF THE JCT. OF A DRIVE E. TO A HOUSE, 25 FT N. OF A LONE
 JC1432'14 IN. WILD CHERRY TREE AND 1 FT S. OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1696 ***********************************************************************
 JC1696  DESIGNATION -  HOPE
 JC1696  PID         -  JC1696
 JC1696  STATE/COUNTY-  MO/FRANKLIN
 JC1696  USGS QUAD   -  ST CLAIR (1969)
 JC1696
 JC1696                         *CURRENT SURVEY CONTROL
 JC1696  ___________________________________________________________________
 JC1696* NAD 83(1997)-  38 18 39.10491(N)    090 52 59.83420(W)     ADJUSTED  
 JC1696* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 JC1696  ___________________________________________________________________
 JC1696  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 JC1696  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JC1696
 JC1696  HORZ ORDER  -  THIRD
 JC1696
 JC1696.The horizontal coordinates were established by classical geodetic methods
 JC1696.and adjusted by the National Geodetic Survey in February 2000..
 JC1696
 JC1696.The orthometric height was scaled from a topographic map.
 JC1696
 JC1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1696
 JC1696.The geoid height was determined by GEOID03.
 JC1696
 JC1696;                    North         East     Units Scale Factor Converg.
 JC1696;SPC MO E     -   275,004.989   216,479.717   MT  0.99994717   -0 14 15.4
 JC1696;UTM  15      - 4,242,426.520   685,064.336   MT  1.00002180   +1 18 45.3
 JC1696
 JC1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1696!SPC MO E     -   0.99996978  x   0.99994717  =   0.99991695
 JC1696!UTM  15      -   0.99996978  x   1.00002180  =   0.99999158
 JC1696
 JC1696|---------------------------------------------------------------------|
 JC1696| PID    Reference Object                     Distance      Geod. Az  |
 JC1696|                                                           dddmmss.s |
 JC1696| CI3855 HOPE RM 1                            12.747 METERS 16339     |
 JC1696| JC1699 ST CLAIR INTL SHOE CO TANK          APPROX. 9.5 KM 2962010.1 |
 JC1696| CI3854 HOPE AZ MK                                         3185830.9 |
 JC1696| CI3856 HOPE RM 2                            12.829 METERS 34027     |
 JC1696|---------------------------------------------------------------------|
 JC1696
 JC1696                          SUPERSEDED SURVEY CONTROL
 JC1696
 JC1696  NAD 83(1997)-  38 18 39.10954(N)    090 52 59.83480(W) AD(       ) 3
 JC1696  NAD 83(1986)-  38 18 39.12087(N)    090 52 59.82890(W) AD(       ) 3
 JC1696  NAD 27      -  38 18 38.93400(N)    090 52 59.35000(W) AD(       ) 3
 JC1696
 JC1696.Superseded values are not recommended for survey control.
 JC1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1696.See file dsdata.txt to determine how the superseded data were derived.
 JC1696
 JC1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8506442427(NAD 83)
 JC1696_MARKER: DS = TRIANGULATION STATION DISK
 JC1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1696
 JC1696  HISTORY     - Date     Condition        Report By
 JC1696  HISTORY     - 1956     MONUMENTED       CGS
 JC1696  HISTORY     - 1971     GOOD             NGS
 JC1696
 JC1696                          STATION DESCRIPTION
 JC1696
 JC1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1696'THE STATION IS LOCATED ON THE HIGHEST POINT OF A CULTIVATED
 JC1696'HILLTOP, ABOUT 1/4 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 JC1696'30 AND 47, 6 MILES AIRLINE EAST-SOUTHEAST OF ST. CLAIR, 9 MILES
 JC1696'AIRLINE SOUTHWEST OF CATAWISSA, AND 11 MILES AIRLINE EAST OF
 JC1696'STANTON.
 JC1696'
 JC1696'TO REACH THE STATION FROM THE POST OFFICE IN ST. CLAIR GO SOUTHEAST
 JC1696'0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST 0.35 MILE
 JC1696'TO AN INTERSECTION.  TURN LEFT ONTO STATE HIGHWAYS 30 AND 47 AND GO
 JC1696'EAST 6.2 MILES TO THE AZIMUTH MARK AT A FORK WHERE STATE HIGHWAY
 JC1696'47 TURNS SOUTH AND STATE HIGHWAY 30 CONTINUES EAST.  CONTINUE
 JC1696'EAST ON STATE HIGHWAY 30 FOR 0.1 MILE TO A DRIVEWAY ON THE
 JC1696'RIGHT.  TURN RIGHT, PASS THROUGH A YARD AND GATE, AND GO
 JC1696'SOUTHEAST ALONG A FENCE LINE 0.15 MILE TO THE TOP OF THE
 JC1696'HILL AND THE STATION.
 JC1696'
 JC1696'THE STATION MARK IS A STANDARD DISK STAMPED HOPE 1956 SET IN THE
 JC1696'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES
 JC1696'ABOVE THE GROUND.  IT IS 4 FEET NORTH OF A WITNESS POST AND 2.5
 JC1696'FEET NORTHEAST OF A FENCE LINE.
 JC1696'
 JC1696'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HOPE NO 1
 JC1696'1956 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JC1696'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTHEAST
 JC1696'OF THE FENCE LINE AND THE SAME ELEVATION AS THE STATION.
 JC1696'
 JC1696'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HOPE NO
 JC1696'2 1956 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JC1696'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTHEAST
 JC1696'OF A FENCE LINE AND 1 FOOT LOWER THAN THE STATION.
 JC1696'
 JC1696'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOPE 1956 SET IN
 JC1696'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JC1696'4 INCHES ABOVE THE GROUND.  IT IS 6 FEET EAST OF A POWERLINE
 JC1696'POLE AND 36 FEET SOUTH OF THE INTERSECTION OF THE CENTERLINES
 JC1696'OF STATE HIGHWAYS 30 AND 47.
 JC1696
 JC1696                          STATION RECOVERY (1971)
 JC1696
 JC1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1696'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 JC1696'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 JC1696'WERE FOUND IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARKS
 JC1696'ARE IN OLD FENCELINE AND A HOUSE TRAILER IS PARK EAST OF THE
 JC1696'STATION MARK.
 JC1696'
 JC1696'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JC1696'
 JC1696'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 JC1696'EAST-SOUTHEAST OF ST. CLAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1316 ***********************************************************************
 LF1316  DESIGNATION -  HOPKINS MUNICIPAL TANK
 LF1316  PID         -  LF1316
 LF1316  STATE/COUNTY-  MO/NODAWAY
 LF1316  USGS QUAD   -  HOPKINS (1980)
 LF1316
 LF1316                         *CURRENT SURVEY CONTROL
 LF1316  ___________________________________________________________________
 LF1316* NAD 83(1997)-  40 33 04.99257(N)    094 48 46.51649(W)     ADJUSTED  
 LF1316* NAVD 88     -                                                        
 LF1316  ___________________________________________________________________
 LF1316  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 LF1316  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 LF1316
 LF1316  HORZ ORDER  -  THIRD
 LF1316
 LF1316.The horizontal coordinates were established by classical geodetic methods
 LF1316.and adjusted by the National Geodetic Survey in February 2000..
 LF1316
 LF1316
 LF1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1316
 LF1316.The geoid height was determined by GEOID03.
 LF1316
 LF1316;                    North         East     Units Scale Factor Converg.
 LF1316;SPC MO W     -   486,737.317   823,496.155   MT  0.99994982   -0 12 12.4
 LF1316;SPC IA S     -    62,070.228   388,794.437   MT  1.00001216   -0 51 53.4
 LF1316;UTM  15      - 4,490,537.826   346,497.451   MT  0.99989004   -1 10 43.9
 LF1316
 LF1316                          SUPERSEDED SURVEY CONTROL
 LF1316
 LF1316  NAD 83(1997)-  40 33 04.99260(N)    094 48 46.51649(W) AD(       ) 4
 LF1316  NAD 83(1986)-  40 33 04.98903(N)    094 48 46.53109(W) AD(       ) 4
 LF1316  NAD 27      -  40 33 05.03400(N)    094 48 45.63500(W) AD(       ) 3
 LF1316
 LF1316.Superseded values are not recommended for survey control.
 LF1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1316.See file dsdata.txt to determine how the superseded data were derived.
 LF1316
 LF1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE4649790538(NAD 83)
 LF1316_MARKER: 53 = ELEVATED TANK
 LF1316
 LF1316  HISTORY     - Date     Condition        Report By
 LF1316  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1316
 LF1316                          STATION DESCRIPTION
 LF1316
 LF1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1316'THIS STATION IS THE MUNICIPAL TANK IN THE VILLAGE OF HOPKINS,
 LF1316'MISSOURI.  IT IS LOCATED IN THE NORTHEASTERN PART OF THE VILLAGE,
 LF1316'ABOUT 100 FEET S OF THE CENTER LINE OF WARREN STREET, 118 FEET
 LF1316'E OF THE E SIDE OF THE HOPKINS SCHOOL BUILDING, AND 130 FEET N
 LF1316'OF THE CENTER LINE OF BARNARD STREET, IN SECTION 1, T 66 N, R
 LF1316'35 W.  THE TANK IS NOT ESPECIALLY PROMINENT.  IT MAY BE SEEN FOR
 LF1316'SOME DISTANCE FROM THE S, BUT IS LOWER THAN THE GROUND ON THE
 LF1316'E, N AND W.  IT WAS ERECTED IN 1914.
 LF1316'
 LF1316'THE TANK HAS FOUR BLACK TRUSS-WORK LEGS ABOUT 90 FEET HIGH.  THE
 LF1316'OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL SECTION
 LF1316'IS BLACK IN COLOR, ABOUT 20 FEET HIGH AND HAS A CAT-WALK AND
 LF1316'RAIL AROUND ITS BASE AND THE WORDS HOPKINS PAINTED IN WHITE
 LF1316'LETTERS ON THE NW SIDE.  THE BLACK CONICAL ROOF IS ABOUT 4 FEET
 LF1316'HIGH AND HAS A BLACK BALL AT ITS APEX.  THE TOTAL HEIGHT IS
 LF1316'ABOUT 115 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0194 ***********************************************************************
 GE0194  DESIGNATION -  HORNEPORT
 GE0194  PID         -  GE0194
 GE0194  STATE/COUNTY-  MO/DUNKLIN
 GE0194  USGS QUAD   -  ARBYRD (1983)
 GE0194
 GE0194                         *CURRENT SURVEY CONTROL
 GE0194  ___________________________________________________________________
 GE0194* NAD 83(1997)-  36 02 44.82369(N)    090 09 04.31760(W)     ADJUSTED  
 GE0194* NAVD 88     -        75.128  (meters)     246.48   (feet)  ADJUSTED  
 GE0194  ___________________________________________________________________
 GE0194  X           -     -13,624.889 (meters)                     COMP
 GE0194  Y           -  -5,163,031.001 (meters)                     COMP
 GE0194  Z           -   3,732,328.047 (meters)                     COMP
 GE0194  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GE0194  ELLIP HEIGHT-          46.89  (meters)          (02/17/00) GPS OBS
 GE0194  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0194  DYNAMIC HT  -          75.065 (meters)     246.28  (feet)  COMP
 GE0194  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 GE0194
 GE0194  HORZ ORDER  -  FIRST
 GE0194  VERT ORDER  -  FIRST     CLASS II
 GE0194  ELLP ORDER  -  FOURTH    CLASS I
 GE0194
 GE0194.This mark is at Hornersville Mem Airport (37M)
 GE0194
 GE0194.The horizontal coordinates were established by GPS observations
 GE0194.and adjusted by the National Geodetic Survey in February 2000..
 GE0194
 GE0194.The orthometric height was determined by differential leveling
 GE0194.and adjusted by the National Geodetic Survey in June 1991..
 GE0194
 GE0194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0194
 GE0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0194
 GE0194.The ellipsoidal height was determined by GPS observations
 GE0194.and is referenced to NAD 83.
 GE0194
 GE0194.The geoid height was determined by GEOID03.
 GE0194
 GE0194.The dynamic height is computed by dividing the NAVD 88
 GE0194.geopotential number by the normal gravity value computed on the
 GE0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0194.degrees latitude (g = 980.6199 gals.).
 GE0194
 GE0194.The modeled gravity was interpolated from observed gravity values.
 GE0194
 GE0194;                    North         East     Units Scale Factor Converg.
 GE0194;SPC MO E     -    23,627.837   281,428.931   MT  0.99994550   +0 12 18.9
 GE0194;SPC AR N     -   191,549.586   566,583.210   MT  0.99996830   +1 04 32.9
 GE0194;SPC AR N     -   628,442.27  1,858,865.08   sFT  0.99996830   +1 04 32.9
 GE0194;UTM  15      - 3,992,782.734   756,639.930   MT  1.00041164   +1 40 38.1
 GE0194
 GE0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0194!SPC MO E     -   0.99999264  x   0.99994550  =   0.99993814
 GE0194!SPC AR N     -   0.99999264  x   0.99996830  =   0.99996094
 GE0194!UTM  15      -   0.99999264  x   1.00041164  =   1.00040428
 GE0194
 GE0194|---------------------------------------------------------------------|
 GE0194| PID    Reference Object                     Distance      Geod. Az  |
 GE0194|                                                           dddmmss.s |
 GE0194| CI3863 HORNEPORT RM 3                       20.193 METERS 03721     |
 GE0194| GE0192 HORNEPORT RM 1                       21.482 METERS 04120     |
 GE0194| GE0999 HORNERSVILLE MUNICIPAL TANK         APPROX. 3.7 KM 0981150.7 |
 GE0194| CI3862 HORNEPORT AZ MK 2                                  2720155.9 |
 GE0194| GE0191 HORNEPORT AZ MK                                    2720317.0 |
 GE0194| CI3864 HORNEPORT RM 4                       23.933 METERS 31149     |
 GE0194| GE0193 HORNEPORT RM 2                       22.271 METERS 31603     |
 GE0194|---------------------------------------------------------------------|
 GE0194
 GE0194                          SUPERSEDED SURVEY CONTROL
 GE0194
 GE0194  NAD 83(1997)-  36 02 44.82379(N)    090 09 04.31759(W) AD(       ) 1
 GE0194  NAD 83(1986)-  36 02 44.83395(N)    090 09 04.32010(W) AD(       ) 1
 GE0194  NAD 27      -  36 02 44.58410(N)    090 09 03.97670(W) AD(       ) 3
 GE0194  NGVD 29 (??/??/92)   75.120  (m)          246.46   (f) ADJ UNCH    1 2
 GE0194
 GE0194.Superseded values are not recommended for survey control.
 GE0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0194.See file dsdata.txt to determine how the superseded data were derived.
 GE0194
 GE0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5664092783(NAD 83)
 GE0194_MARKER: DS = TRIANGULATION STATION DISK
 GE0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0194_SP_SET: CONCRETE POST
 GE0194_STAMPING: HORNEPORT 1955
 GE0194_MARK LOGO: CGS   
 GE0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0194+STABILITY: SURFACE MOTION
 GE0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0194+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 GE0194
 GE0194  HISTORY     - Date     Condition        Report By
 GE0194  HISTORY     - 1955     MONUMENTED       CGS
 GE0194  HISTORY     - 1956     GOOD             NGS
 GE0194  HISTORY     - 1970     GOOD             NGS
 GE0194  HISTORY     - 19890526 GOOD             NGS
 GE0194  HISTORY     - 19900326 GOOD             NGS
 GE0194  HISTORY     - 20020720 GOOD             USACE
 GE0194
 GE0194                          STATION DESCRIPTION
 GE0194
 GE0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCM)
 GE0194'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE
 GE0194'HORNERSVILLE AIRPORT, 5 MILES EAST OF ARBYRD, 3 MILES NORTH
 GE0194'OF THE MISSOURI-ARKANSAS STATE LINE AND 2 MILES WEST OF
 GE0194'HORNERSVILLE, ABOUT 125 YARDS WEST OF THE HANGAR AND 0.05
 GE0194'MILE SOUTH OF STATE HIGHWAY Y.  IT IS 77 FEET SOUTHEAST OF
 GE0194'A FENCE CORNER.
 GE0194'
 GE0194'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HORNERSVILLE,
 GE0194'GO NORTH FOR 0.15 MILE TO STATE HIGHWAY Y, TURN LEFT AND GO
 GE0194'WEST ON HIGHWAY Y FOR 2.15 MILES TO THE AIRPORT AND THE STATION
 GE0194'ON THE LEFT, CONTINUE WEST FOR 0.55 MILE TO THE AZIMUTH MARK
 GE0194'ON THE LEFT.
 GE0194'
 GE0194'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GE0194'STAMPED HORNEPORT 1955.
 GE0194'
 GE0194'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 GE0194'8 INCHES AND THE DISK IS STAMPED HORNEPORT NO 1 1955.
 GE0194'
 GE0194'REFERENCE MARK 2 IS 5 FEET EAST OF THE FENCE CORNER AND 2
 GE0194'FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS
 GE0194'8 INCHES AND THE DISK IS STAMPED HORNEPORT NO 2 1955.
 GE0194'
 GE0194'THE AZIMUTH MARK IS ABOUT 50 YARDS SOUTH OF STATE HIGHWAY Y,
 GE0194'39 FEET EAST OF THE CENTER OF A PAVED ROAD, 37 FEET NORTH
 GE0194'OF A POWERLINE POLE, 18 FEET SOUTH OF A FENCE CORNER AND 2
 GE0194'FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK
 GE0194'PROJECTS 5 INCHES AND THE DISK IS STAMPED HORNEPORT 1955.
 GE0194
 GE0194                          STATION RECOVERY (1956)
 GE0194
 GE0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GE0194'2.8 MI W FROM HORNERSVILLE.
 GE0194'2.4 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 GE0194'STATION AT HORNERSVILLE, THENCE ABOUT 0.35 MILE SOUTH ALONG A
 GE0194'GRADED ROAD TO HORNERVILLE AIRPORT WHICH IS LOCATED ON SOUTH
 GE0194'SIDE OF STATE HIGHWAY 164, NEAR THE NORTHWEST CORNER OF AIRPORT,
 GE0194'254 FEET SOUTH OF CENTER LINE OF STATE HIGHWAY 164, 398 1/2 FEET
 GE0194'WEST OF NORTHWEST CORNER OF HANGAR, 98 FEET EAST OF CENTER OF A
 GE0194'DITCH ALONG WEST SIDE OF AIRPORT, 73.1 FEET SOUTHEAST OF RM NO. 2,
 GE0194'70.5 FEET SOUTHWEST OF RM NO. 1, 54 FEET SOUTH OF AN EAST-WEST
 GE0194'FENCE LINE AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES
 GE0194'UNDERGROUND.
 GE0194
 GE0194                          STATION RECOVERY (1970)
 GE0194
 GE0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0194'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE AZIMUTH
 GE0194'MARK AND REFERENCE MARKS WERE FOUND UPROOTED BY GRADING OR
 GE0194'FARMING.  A NEW AZIMUTH MARK AND REFERENCE MARKS 3 AND 4
 GE0194'WERE SET.  A NEW DESCRIPTION FOLLOWS-
 GE0194'
 GE0194'THE STATION IS LOCATED ON THE HORNERSVILLE MUNICIPAL AIRPORT,
 GE0194'444 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE METAL
 GE0194'HANGER, 254 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 164,
 GE0194'148 FEET SOUTHEAST OF A FENCE CORNER, 54 FEET SOUTH OF A FENCE,
 GE0194'138 FEET EAST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS
 GE0194'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HORNEPORT
 GE0194'1955.
 GE0194'
 GE0194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 164
 GE0194'AND COUNTY ROAD YY AT THE NORTH EDGE OF HORNERSVILLE, GO WEST
 GE0194'ON HIGHWAY 164 FOR 2.2 MILES TO THE STATION AND AIRPORT
 GE0194'ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.5 MILES TO
 GE0194'THE JUNCTION OF COUNTY ROAD K AND THE AZIMUTH MARK AS DESCRIBED.
 GE0194'
 GE0194'REFERENCE MARK 3 IS 201 FEET SOUTH OF THE CENTERLINE OF THE
 GE0194'HIGHWAY, 1 FOOT SOUTH OF THE FENCE AND 178 FEET EAST OF THE
 GE0194'FENCE CORNER.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 GE0194'IS STAMPED HORNEPORT 1955 NO 3 1970.
 GE0194'
 GE0194'REFERENCE MARK 4 IS 201 FEET SOUTH OF THE CENTERLINE OF THE
 GE0194'HIGHWAY, 1 FOOT SOUTH OF THE FENCE AND 80 FEET EAST OF THE
 GE0194'FENCE CORNER.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 GE0194'IS STAMPED HORNEPORT 1955 NO 4 1970.
 GE0194'
 GE0194'THE AZIMUTH MARK IS 170 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 GE0194'164, 36 FEET EAST OF THE CENTERLINE OF CO. RD. K, 37 FEET NORTH
 GE0194'OF A POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 GE0194'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED HORNEPORT
 GE0194'1955 1970.
 GE0194'
 GE0194'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE0194'
 GE0194'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2
 GE0194'MILES WEST OF HORNERSVILLE
 GE0194
 GE0194                          STATION RECOVERY (1989)
 GE0194
 GE0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GE0194'STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTH OF KENNETT, ABOUT 3.2
 GE0194'KM (2.00 MI) WEST OF HORNERSVILLE, AT THE HORNERSVILLE MUNICIPAL
 GE0194'AIRPORT.  OWNERSHIP CITY OF HORNERSVILLE.  AIRPORT MANAGER IS MAYOR
 GE0194'SONNY LOMACK, PHONE 314-737-2422.  CITY CHIEF OF SECURITY IS CARL
 GE0194'PIERCE OR BOB COLEMAN AT HORNERSVILLE.
 GE0194'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 164 AND ROUTE YY
 GE0194'LOCATED AT THE NORTH EDGE OF HORNERSVILLE, GO WEST ALONG STATE ROUTE
 GE0194'164 FOR 3.2 KM (2.00 MI) TO THE ENTRANCE TO THE HORNESVILLE MUNICIPAL
 GE0194'AIRPORT ON THE LEFT.  TURN LEFT AND GO SOUTH ALONG THE AIRPORT ACCESS
 GE0194'ROAD FOR ABOUT 61 M (200.1 FT), THEN TURN RIGHT AND GO WEST ACROSS A
 GE0194'GRASSY AREA FOR ABOUT 122 M (400.3 FT) TO THE STATION.
 GE0194'STATION MARK IS SET 140.6 M (461.3 FT) WEST OF THE CENTER OF THE
 GE0194'AIRPORT ENTRANCE ROAD, 16.8 M (55.1 FT) SOUTH OF A WIRE FENCELINE,
 GE0194'42.3 M (138.8 FT) EAST OF A WIRE FENCELINE, 0.31 M (1.0 FT) EAST OF A
 GE0194'METAL WITNESS POST, 0.31 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS
 GE0194'POST, 39.9 M (130.9 FT) WEST OF THE EXTENDED CENTERLINE OF THE NORTH
 GE0194'END OF A RUNWAY, 79.3 M (260.2 FT) WEST OF A 3-FT WIDE DRAINAGE DITCH,
 GE0194'24 M (78.7 FT) SOUTHEAST OF RM2 AND ABOUT 76.2 M (250.0 FT) SOUTH OF
 GE0194'THE CENTERLINE OF THE HIGHWAY.
 GE0194'DESCRIBED BY G.F.S.   CONTACT MANAGER BEFORE WORK, HE WILL NOTIFY
 GE0194'SECURITY. THIS STATION IS ALSO A BM.
 GE0194
 GE0194                          STATION RECOVERY (1990)
 GE0194
 GE0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0194'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTH OF KENNETT, 3.2 KM
 GE0194'(2.0 MI) WEST OF HORNERSVILLE, AT THE HORHERSVILLE MUNICIPAL AIRPORT.
 GE0194'AIRPORT MANAGER IS MAYOR BOBBY SMITH, TELEPHONE 314-737-2616.
 GE0194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 164 AND ROUTE
 GE0194'YY LOCATED AT THE NORTH EDGE OF HORNERSVILLE, GO WEST ALONG STATE
 GE0194'HIGHWAY 164 FOR 3.45 KM (2.14 MI) TO A ENTRANCE ROAD TO THE
 GE0194'HORNERSVILLE MUNICIPAL AIRPORT ON THE LEFT.  TURN LEFT AND GO SOUTH
 GE0194'ALONG THE ENTRANCE ROAD FOR 0.06 KM (0.04 MI) THEN BEAR RIGHT AND GO
 GE0194'WEST ON THE GRASS FOR 0.12 KM (0.07 MI) TO THE STATION.
 GE0194'THE STATION IS SET 140.6 M (461.3 FT) WEST OF THE CENTER OF THE
 GE0194'AIRPORT ENTRANCE ROAD, 79.3 M (260.2 FT) WEST OF A 3-FT. WIDE
 GE0194'DRAINAGE DITCH, 76.2 M (250.0 FT) SOUTH OF THE CENTERLINE OF STATE
 GE0194'HIGHWAY 164, 42.3 M (138.8 FT) EAST OF A WIRE FENCE, 39.9 M
 GE0194'(130.9 FT) WEST OF THE EXTENDED CENTERLINE OF THE NORTH END OF A
 GE0194'RUNWAY, 0.31 M (1.02 FT) EAST OF A METAL WITNESS POST, 0.31 M
 GE0194'(1.02 FT) SOUTH OF A CARSONITE WITNESS POST.
 GE0194'DESCRIBED BY G.F.S.
 GE0194
 GE0194                          STATION RECOVERY (2002)
 GE0194
 GE0194'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0191 ***********************************************************************
 GE0191  DESIGNATION -  HORNEPORT AZ MK
 GE0191  PID         -  GE0191
 GE0191  STATE/COUNTY-  MO/DUNKLIN
 GE0191  USGS QUAD   -  ARBYRD (1983)
 GE0191
 GE0191                         *CURRENT SURVEY CONTROL
 GE0191  ___________________________________________________________________
 GE0191* NAD 83(1986)-  36 02 46.     (N)    090 09 29.     (W)     SCALED    
 GE0191* NAVD 88     -        75.497  (meters)     247.69   (feet)  ADJUSTED  
 GE0191  ___________________________________________________________________
 GE0191  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0191  DYNAMIC HT  -          75.434 (meters)     247.49  (feet)  COMP
 GE0191  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 GE0191
 GE0191  VERT ORDER  -  FIRST     CLASS II
 GE0191
 GE0191.The horizontal coordinates were scaled from a topographic map and have
 GE0191.an estimated accuracy of +/- 6 seconds.
 GE0191
 GE0191.The orthometric height was determined by differential leveling
 GE0191.and adjusted by the National Geodetic Survey in June 1991..
 GE0191
 GE0191.The geoid height was determined by GEOID03.
 GE0191
 GE0191.The dynamic height is computed by dividing the NAVD 88
 GE0191.geopotential number by the normal gravity value computed on the
 GE0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0191.degrees latitude (g = 980.6199 gals.).
 GE0191
 GE0191.The modeled gravity was interpolated from observed gravity values.
 GE0191
 GE0191;                    North         East    Units  Estimated Accuracy
 GE0191;SPC MO E     -    23,660.      280,810.      MT  (+/- 180 meters Scaled)
 GE0191
 GE0191                          SUPERSEDED SURVEY CONTROL
 GE0191
 GE0191  NGVD 29 (??/??/92)   75.489  (m)          247.67   (f) ADJ UNCH    1 2
 GE0191
 GE0191.Superseded values are not recommended for survey control.
 GE0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0191.See file dsdata.txt to determine how the superseded data were derived.
 GE0191
 GE0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV560928(NAD 83)
 GE0191_MARKER: DZ = AZIMUTH MARK DISK
 GE0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0191_STAMPING: HORNEPORT 1955
 GE0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0191+STABILITY: SURFACE MOTION
 GE0191
 GE0191  HISTORY     - Date     Condition        Report By
 GE0191  HISTORY     - 1955     MONUMENTED       CGS
 GE0191  HISTORY     - 1956     GOOD             NGS
 GE0191  HISTORY     - 20020720 MARK NOT FOUND   USACE
 GE0191
 GE0191                          STATION DESCRIPTION
 GE0191
 GE0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0191'3.2 MI W FROM HORNERSVILLE.
 GE0191'2.4 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 GE0191'STATION AT HORNERSVILLE, THENCE ABOUT 093 MILE SOUTH ALONG A
 GE0191'GRADED ROAD, THENCE ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 164,
 GE0191'AT THE INTERSECTION OF A NORTH-SOUTH ROAD (BLACK TOP COUNTY ROAD
 GE0191'K LEADING SOUTH - GRADED ROAD NORTH), 169 FEET SOUTH OF CENTER
 GE0191'LINE OF HIGHWAY 164, 174 FEET SOUTH-SOUTHEAST OF CENTER OF
 GE0191'INTERSECTION, 37 FEET EAST OF CENTER LINE OF COUNTY ROAD K, 38
 GE0191'FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 18 FEET SOUTH OF
 GE0191'A FENCE CORNER AT AN ANGLE IN FENCE LINE, 1 FOOT EAST OF A FENCE
 GE0191'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GE0191'WITH ROAD SOUTH AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GE0191'6 INCHES.
 GE0191
 GE0191                          STATION RECOVERY (2002)
 GE0191
 GE0191'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0192 ***********************************************************************
 GE0192  DESIGNATION -  HORNEPORT RM 1
 GE0192  PID         -  GE0192
 GE0192  STATE/COUNTY-  MO/DUNKLIN
 GE0192  USGS QUAD   -  ARBYRD (1983)
 GE0192
 GE0192                         *CURRENT SURVEY CONTROL
 GE0192  ___________________________________________________________________
 GE0192* NAD 83(1986)-  36 02 44.     (N)    090 09 03.     (W)     SCALED    
 GE0192* NAVD 88     -        75.231  (meters)     246.82   (feet)  ADJUSTED  
 GE0192  ___________________________________________________________________
 GE0192  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0192  DYNAMIC HT  -          75.168 (meters)     246.61  (feet)  COMP
 GE0192  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 GE0192
 GE0192  VERT ORDER  -  FIRST     CLASS II
 GE0192
 GE0192.This mark is at Hornersville Mem Airport (37M)
 GE0192
 GE0192.The horizontal coordinates were scaled from a topographic map and have
 GE0192.an estimated accuracy of +/- 6 seconds.
 GE0192
 GE0192.The orthometric height was determined by differential leveling
 GE0192.and adjusted by the National Geodetic Survey in June 1991..
 GE0192
 GE0192.The geoid height was determined by GEOID03.
 GE0192
 GE0192.The dynamic height is computed by dividing the NAVD 88
 GE0192.geopotential number by the normal gravity value computed on the
 GE0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0192.degrees latitude (g = 980.6199 gals.).
 GE0192
 GE0192.The modeled gravity was interpolated from observed gravity values.
 GE0192
 GE0192;                    North         East    Units  Estimated Accuracy
 GE0192;SPC MO E     -    23,600.      281,460.      MT  (+/- 180 meters Scaled)
 GE0192
 GE0192                          SUPERSEDED SURVEY CONTROL
 GE0192
 GE0192  NGVD 29 (??/??/92)   75.223  (m)          246.79   (f) ADJ UNCH    1 2
 GE0192
 GE0192.Superseded values are not recommended for survey control.
 GE0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0192.See file dsdata.txt to determine how the superseded data were derived.
 GE0192
 GE0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV566927(NAD 83)
 GE0192_MARKER: DR = REFERENCE MARK DISK
 GE0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0192_STAMPING: HORNEPORT NO 1 1955
 GE0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0192+STABILITY: SURFACE MOTION
 GE0192
 GE0192  HISTORY     - Date     Condition        Report By
 GE0192  HISTORY     - 1955     MONUMENTED       CGS
 GE0192  HISTORY     - 1956     GOOD             NGS
 GE0192
 GE0192                          STATION DESCRIPTION
 GE0192
 GE0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0192'2.8 MI W FROM HORNERSVILLE.
 GE0192'2.4 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 GE0192'THE STATION AT HORNERSVILLE, THENCE ABOUT 0.35 MILE SOUTH ALONG
 GE0192'A GRADED ROAD TO HORNERSVILLE AIRPORT WHICH IS LOCATED ON THE
 GE0192'SOUTH SIDE OF STATE HIGHWAY 164, NEAR THE NORTHWEST CORNER OF
 GE0192'AIRPORT, 200 FEET SOUTH OF CENTER LINE OF HIGHWAY, 97.25 FEET
 GE0192'EAST OF RM NO. 2, 70.5 FEET NORTHEAST OF STATION MARK, 1 FOOT
 GE0192'SOUTH OF A FENCE LINE AND SET IN THE TOP OF A CONCRETE POST
 GE0192'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0193 ***********************************************************************
 GE0193  DESIGNATION -  HORNEPORT RM 2
 GE0193  PID         -  GE0193
 GE0193  STATE/COUNTY-  MO/DUNKLIN
 GE0193  USGS QUAD   -  ARBYRD (1983)
 GE0193
 GE0193                         *CURRENT SURVEY CONTROL
 GE0193  ___________________________________________________________________
 GE0193* NAD 83(1986)-  36 02 44.     (N)    090 09 03.     (W)     SCALED    
 GE0193* NAVD 88     -        75.367  (meters)     247.27   (feet)  ADJUSTED  
 GE0193  ___________________________________________________________________
 GE0193  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0193  DYNAMIC HT  -          75.304 (meters)     247.06  (feet)  COMP
 GE0193  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 GE0193
 GE0193  VERT ORDER  -  FIRST     CLASS II
 GE0193
 GE0193.This mark is at Hornersville Mem Airport (37M)
 GE0193
 GE0193.The horizontal coordinates were scaled from a topographic map and have
 GE0193.an estimated accuracy of +/- 6 seconds.
 GE0193
 GE0193.The orthometric height was determined by differential leveling
 GE0193.and adjusted by the National Geodetic Survey in June 1991..
 GE0193
 GE0193.The geoid height was determined by GEOID03.
 GE0193
 GE0193.The dynamic height is computed by dividing the NAVD 88
 GE0193.geopotential number by the normal gravity value computed on the
 GE0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0193.degrees latitude (g = 980.6199 gals.).
 GE0193
 GE0193.The modeled gravity was interpolated from observed gravity values.
 GE0193
 GE0193;                    North         East    Units  Estimated Accuracy
 GE0193;SPC MO E     -    23,600.      281,460.      MT  (+/- 180 meters Scaled)
 GE0193
 GE0193                          SUPERSEDED SURVEY CONTROL
 GE0193
 GE0193  NGVD 29 (??/??/92)   75.359  (m)          247.24   (f) ADJ UNCH    1 2
 GE0193
 GE0193.Superseded values are not recommended for survey control.
 GE0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0193.See file dsdata.txt to determine how the superseded data were derived.
 GE0193
 GE0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV566927(NAD 83)
 GE0193_MARKER: DR = REFERENCE MARK DISK
 GE0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0193_STAMPING: HORNEPORT NO 2 1955
 GE0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0193+STABILITY: SURFACE MOTION
 GE0193
 GE0193  HISTORY     - Date     Condition        Report By
 GE0193  HISTORY     - 1955     MONUMENTED       CGS
 GE0193  HISTORY     - 1956     GOOD             NGS
 GE0193
 GE0193                          STATION DESCRIPTION
 GE0193
 GE0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0193'2.8 MI W FROM HORNERSVILLE.
 GE0193'2.4 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 GE0193'STATION AT HORNERSVILLE, THENCE ABOUT 0.35 MILE SOUTH ALONG A
 GE0193'GRADED ROAD TO HORNERSVILLE AIRPORT WHICH IS LOCATED ON THE
 GE0193'SOUTH SIDE OF STATE HIGHWAY 164, NEAR THE NORTHWEST CORNER OF
 GE0193'AIRPORT, 200 FEET SOUTH OF CENTER LINE OF HIGHWAY, 97.25 FEET
 GE0193'WEST OF RM NO. 1, 73.1 FEET NORTHWEST OF THE STATION MARK, 49
 GE0193'FEET EAST OF CENTER LINE OF A DITCH ON WEST SIDE OF AIRPORT,
 GE0193'1 FOOT SOUTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 GE0193'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 GE0193'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0998 ***********************************************************************
 GE0998  DESIGNATION -  HORNER
 GE0998  PID         -  GE0998
 GE0998  STATE/COUNTY-  MO/DUNKLIN
 GE0998  USGS QUAD   -  HORNERSVILLE (1983)
 GE0998
 GE0998                         *CURRENT SURVEY CONTROL
 GE0998  ___________________________________________________________________
 GE0998* NAD 83(1997)-  36 02 46.98678(N)    090 06 39.39907(W)     ADJUSTED  
 GE0998* NAVD 88     -        75.6    (meters)     248.     (feet)  GPS OBS   
 GE0998  ___________________________________________________________________
 GE0998  X           -      -9,997.344 (meters)                     COMP
 GE0998  Y           -  -5,163,000.423 (meters)                     COMP
 GE0998  Z           -   3,732,382.213 (meters)                     COMP
 GE0998  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GE0998  ELLIP HEIGHT-          47.33  (meters)          (02/17/00) GPS OBS
 GE0998  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GE0998
 GE0998  HORZ ORDER  -  SECOND
 GE0998  ELLP ORDER  -  FOURTH    CLASS I
 GE0998
 GE0998.The horizontal coordinates were established by classical geodetic methods
 GE0998.and adjusted by the National Geodetic Survey in February 2000..
 GE0998
 GE0998.The orthometric height was determined by GPS observations and a
 GE0998.high-resolution geoid model.
 GE0998
 GE0998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0998
 GE0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0998
 GE0998.The ellipsoidal height was determined by GPS observations
 GE0998.and is referenced to NAD 83.
 GE0998
 GE0998.The geoid height was determined by GEOID03.
 GE0998
 GE0998;                    North         East     Units Scale Factor Converg.
 GE0998;SPC MO E     -    23,708.248   285,055.899   MT  0.99994847   +0 13 44.2
 GE0998;SPC AR N     -   191,685.089   570,208.616   MT  0.99996838   +1 05 57.3
 GE0998;SPC AR N     -   628,886.83  1,870,759.43   sFT  0.99996838   +1 05 57.3
 GE0998;UTM  15      - 3,992,956.373   760,265.362   MT  1.00043473   +1 42 03.6
 GE0998
 GE0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0998!SPC MO E     -   0.99999257  x   0.99994847  =   0.99994104
 GE0998!SPC AR N     -   0.99999257  x   0.99996838  =   0.99996095
 GE0998!UTM  15      -   0.99999257  x   1.00043473  =   1.00042730
 GE0998
 GE0998|---------------------------------------------------------------------|
 GE0998| PID    Reference Object                     Distance      Geod. Az  |
 GE0998|                                                           dddmmss.s |
 GE0998| GE1294 HORNER RM 1                          29.114 METERS 03828     |
 GE0998| GE0999 HORNERSVILLE MUNICIPAL TANK         APPROX. 0.6 KM 1775849.6 |
 GE0998| CI3865 HORNER AZ MK 2                                     1863121.1 |
 GE0998| GE1295 HORNER RM 2                          26.732 METERS 27253     |
 GE0998| GE1296 HORNER AZ MK                                       2730711.8 |
 GE0998|---------------------------------------------------------------------|
 GE0998
 GE0998                          SUPERSEDED SURVEY CONTROL
 GE0998
 GE0998  NAD 83(1997)-  36 02 46.98695(N)    090 06 39.39901(W) AD(       ) 2
 GE0998  NAD 83(1986)-  36 02 46.99816(N)    090 06 39.40124(W) AD(       ) 2
 GE0998  NAD 27      -  36 02 46.74810(N)    090 06 39.06190(W) AD(       ) 2
 GE0998  NGVD 29 (05/28/98)   75.6    (m)          248.     (f) GPS OBS        
 GE0998
 GE0998.Superseded values are not recommended for survey control.
 GE0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0998.See file dsdata.txt to determine how the superseded data were derived.
 GE0998
 GE0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6026592956(NAD 83)
 GE0998_MARKER: DS = TRIANGULATION STATION DISK
 GE0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0998_SP_SET: CONCRETE POST
 GE0998_STAMPING: HORNER 1955
 GE0998_MARK LOGO: CGS   
 GE0998_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0998+STABILITY: SURFACE MOTION
 GE0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0998+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 GE0998
 GE0998  HISTORY     - Date     Condition        Report By
 GE0998  HISTORY     - 1955     MONUMENTED       CGS
 GE0998  HISTORY     - 1955     GOOD             CGS
 GE0998  HISTORY     - 1970     GOOD             NGS
 GE0998  HISTORY     - 19890601 GOOD             NGS
 GE0998  HISTORY     - 19910312 GOOD             NGS
 GE0998
 GE0998                          STATION DESCRIPTION
 GE0998
 GE0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0998'THE STATION IS LOCATED 0.15 MILE NORTH OF THE VILLAGE OF
 GE0998'HORNERSVILLE, ABOUT IN THE CENTER OF A TRIANGULAR PIECE OF GROUND
 GE0998'FORMED BY THE EAST-WEST COUNTY ROAD Y AND THE EASTBOUND AND
 GE0998'WESTBOUND ARCS OF COUNTY ROAD YY JOINING COUNTY ROAD Y FROM
 GE0998'THE SOUTH, 42 FEET SOUTH OF THE CENTER OF COUNTY ROAD Y, AND 33
 GE0998'FEET NORTHWEST OF THE CENTER OF THE EASTBOUND ARC OF COUNTY
 GE0998'ROAD YY.
 GE0998'
 GE0998'TO REACH THE STATION FROM THE RAILROAD STATION IN HORNERSVILLE,
 GE0998'GO NORTH FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 GE0998'
 GE0998'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 GE0998'ROAD Y FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GE0998'DESCRIBED.
 GE0998'
 GE0998'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GE0998'STAMPED HORNER 1955.
 GE0998'
 GE0998'REFERENCE MARK 1 IS 30 FEET NORTH OF THE CENTER OF COUNTY ROAD
 GE0998'Y, 3 FEET WEST-SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST,
 GE0998'2 FEET EAST OF A POWER LINE POLE, AND 1 FOOT SOUTH OF A WIRE
 GE0998'FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE0998'HORNER NO 1 1955.
 GE0998'
 GE0998'REFERENCE MARK 2 IS 49 FEET SOUTH OF COUNTY ROAD Y, AND 30
 GE0998'FEET NORTHEAST OF THE WESTBOUND ARC OF COUNTY ROAD YY.  THE
 GE0998'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED HORNER NO 2 1955.
 GE0998'
 GE0998'THE AZIMUTH MARK IS 25 FEET NORTH OF COUNTY ROAD Y, 2 FEET
 GE0998'EAST OF A POWER LINE POLE, 1.5 FEET SOUTH OF A WIRE FENCE,
 GE0998'AND 1 FOOT EAST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 GE0998'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED HORNER 1955.
 GE0998'
 GE0998'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE0998
 GE0998                          STATION RECOVERY (1955)
 GE0998
 GE0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 GE0998'RECOVERED IN GOOD CONDITION.
 GE0998
 GE0998                          STATION RECOVERY (1970)
 GE0998
 GE0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0998'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GE0998'THE AZIMUTH MARK WAS NOT FOUND AND IS ASSUMED TO HAVE BEEN
 GE0998'DESTROYED BY GRADING SINCE MEASUREMENTS WOULD PUT THE MARK IN
 GE0998'A GRADER DITCH.  A NEW AZIMUTH MARK WAS SET.  THE DIRECTION
 GE0998'TO THE REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK
 GE0998'1 WAS FOUND TO BE SHORTER THAN THE PREVIOUS MEASUREMENT BY
 GE0998'0.04 OF A FOOT.  THE DISTANCE TO REFERENCE MARK 2 WAS ALSO
 GE0998'FOUND TO BE SHORTER BY 0.05 OF A FOOT.  A NEW DESCRIPTION
 GE0998'FOLLOWS-
 GE0998'
 GE0998'THE STATION IS LOCATED AT THE NORTH EDGE OF HORNERSVILLE, 0.2
 GE0998'MILE NORTH OF THE RAILROAD DEPOT, IN A GRASSY TRAINGLE FORMED
 GE0998'BY THE JUNCTION OF STATE HIGHWAY 164 AND COUNTY ROAD YY, IN
 GE0998'THE NORTHEAST CORNER OF THE TRAINGLE, 42 FEET SOUTH OF THE
 GE0998'CENTERLINE OF HIGHWAY 164, 36 FEET NORTHWEST OF THE CENTERLINE
 GE0998'OF EAST BOUND LANE OF COUNTY ROAD YY, 78 FEET SOUTHWEST OF
 GE0998'A FENCE CORNER, 1 FOOT NORTH OF A METAL WITNESS POST AND 94
 GE0998'FEET SOUTHWEST OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE
 GE0998'DISK IS STAMPED HORNER 1955.
 GE0998'
 GE0998'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON CO.
 GE0998'RD. YY AND MAIN STREET FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 GE0998'
 GE0998'REFERENCE MARK 1 IS 33 FEET NORTH OF THE CENTERLINE OF THE
 GE0998'HIGHWAY, 3 FEET EAST OF THE POWER POLE, 1 FOOT SOUTH OF FENCE
 GE0998'AND 45 FEET EAST OF THE FENCE CORNER.  THE MONUMENT IS FLUSH
 GE0998'AND THE DISK IS STAMPED.  HORNER NO 1 1955.
 GE0998'
 GE0998'REFERENCE MARK 2 IS 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GE0998'34 FEET NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANE OF
 GE0998'CO. RD. YY AND IN THE NORTHWEST CORNER OF THE TRAINGLE.  THE
 GE0998'MONUMENT IS 1 INCH UNDERGROUND AND THE DISK IS STAMPED HORNER
 GE0998'NO 2 1955.
 GE0998'
 GE0998'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HORNER 1955 1970
 GE0998'SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 GE0998'BASE OF A METAL STREET LIGHT POLE, 1 FOOT SOUTHWEST OF THE
 GE0998'POLE, 4 FEET SOUTH OF THE SOUTH 1 OF 2 WATER METERS, 41 FEET
 GE0998'WEST OF THE CENTERLINE OF THE MAIN STREET AND CO. RD. YY,
 GE0998'12 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK STORE AND
 GE0998'1 FOOT EAST OF THE EAST EDGE OF A SIDEWALK.
 GE0998'
 GE0998'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE0998'
 GE0998'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT HORNERSVILLE
 GE0998
 GE0998                          STATION RECOVERY (1989)
 GE0998
 GE0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GE0998'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 GE0998'SEARCHED FOR.  STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) EAST OF
 GE0998'ARBYRD, 10.7 KM (6.6 MI) SOUTHEAST OF SENATH, AND 0.6 KM (0.4 MI)
 GE0998'NORTH OF HORNERSVILLE.  OWNERSHIP--MISSOURI HIGHWAY DEPARTMENT.
 GE0998'TO REACH FROM THE POST OFFICE IN HORNERSVILLE.  GO NORTH AND NORTHEAST
 GE0998'ON COUNTY ROAD YY FOR 0.57 KM (0.35 MI) TO THE JUNCTION OF STATE
 GE0998'HIGHWAY 164 AND THE STATION ON THE LEFT.  IN THE NORTHEAST CORNER OF
 GE0998'A TRIANGLE FORMED BY STATE HIGHWAY 164, COUNTY ROAD YY, AND MOUND
 GE0998'STREET.
 GE0998'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---HORNER 1955---.
 GE0998'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS RECESSED 7-CM
 GE0998'BELOW THE GROUND.  IT IS 34.2 M (112.2 FT) NORTHEAST OF THE
 GE0998'CENTERLINE OF MOUND STREET, 13.1 M (43.0 FT) SOUTH OF THE CENTERLINE
 GE0998'OF STATE HIGHWAY 164, AND 11.7 M (38.4 FT) NORTHWEST OF THE
 GE0998'CENTERLINE OF COUNTY ROAD YY.
 GE0998'DESCRIBED BY E.J.HANSMANN.
 GE0998
 GE0998                          STATION RECOVERY (1991)
 GE0998
 GE0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GE0998'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) EAST OF ARBYRD, 10.7 KM
 GE0998'(6.65 MI) SOUTHEAST OF SENATH AND 0.6 KM (0.35 MI) NORTH OF
 GE0998'HORNERSVILLE.  OWNERSHIP--MISSOURI HIGHWAY AND TRANSPORTATION
 GE0998'DEPARTMENT, P.O.BOX 270, JEFFERSON CITY, MO 65102, PHONE IS
 GE0998'314-751-2551.
 GE0998'TO REACH THE STATION FROM THE POST OFFICE IN HORNERSVILLE, GO NORTH ON
 GE0998'COUNTY ROAD YY (MOUND STREET) FOR 0.47 KM (0.30 MI) TO THE JUNCTION
 GE0998'OF STATE HIGHWAY 164 AND THE STATION ON THE LEFT IN THE GRASSY AREA
 GE0998'OF THE NORTHEAST CORNER OF A TRIANGLE FORMED BY STATE HIGHWAY 164,
 GE0998'COUNTY ROAD YY AND MOUND STREET.
 GE0998'THE STATION IS LOCATED 34.2 M (112.2 FT) NORTHEAST FROM THE CENTERLINE
 GE0998'OF MOUND STREET, 30.1 M (98.8 FT) SOUTHWEST FROM THE NORTHEAST CORNER
 GE0998'OF THE TRIANGLE, 29.1 M (95.5 FT) SOUTH-SOUTHEAST FROM HORNER RM 1,
 GE0998'28.4 M (93.2 FT) EAST FROM A STOP SIGN, 26.7 M (87.6 FT) EAST FROM
 GE0998'HORNER RM 2, 13.1 M (43.0 FT) SOUTH FROM THE CENTERLINE OF STATE
 GE0998'HIGHWAY 164 AND 11.7 M (38.4 FT) NORTHWEST FROM THE CENTERLINE OF
 GE0998'COUNTY ROAD KK AND IS RECESSED 7-CM BELOW THE GROUND.
 GE0998'DESCRIBED BY E.J. HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0999 ***********************************************************************
 GE0999  DESIGNATION -  HORNERSVILLE MUNICIPAL TANK
 GE0999  PID         -  GE0999
 GE0999  STATE/COUNTY-  MO/DUNKLIN
 GE0999  USGS QUAD   -  HORNERSVILLE (1983)
 GE0999
 GE0999                         *CURRENT SURVEY CONTROL
 GE0999  ___________________________________________________________________
 GE0999* NAD 83(1997)-  36 02 27.74637(N)    090 06 38.56368(W)     ADJUSTED  
 GE0999* NAVD 88     -                                                        
 GE0999  ___________________________________________________________________
 GE0999  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GE0999  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0999
 GE0999  HORZ ORDER  -  THIRD
 GE0999
 GE0999.The horizontal coordinates were established by classical geodetic methods
 GE0999.and adjusted by the National Geodetic Survey in February 2000..
 GE0999
 GE0999
 GE0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0999
 GE0999.The geoid height was determined by GEOID03.
 GE0999
 GE0999;                    North         East     Units Scale Factor Converg.
 GE0999;SPC MO E     -    23,115.335   285,079.179   MT  0.99994849   +0 13 44.6
 GE0999;SPC AR N     -   191,092.587   570,240.900   MT  0.99996764   +1 05 57.7
 GE0999;SPC AR N     -   626,942.93  1,870,865.35   sFT  0.99996764   +1 05 57.7
 GE0999;UTM  15      - 3,992,363.967   760,303.883   MT  1.00043498   +1 42 03.3
 GE0999
 GE0999                          SUPERSEDED SURVEY CONTROL
 GE0999
 GE0999  NAD 83(1997)-  36 02 27.74646(N)    090 06 38.56361(W) AD(       ) 4
 GE0999  NAD 83(1986)-  36 02 27.75792(N)    090 06 38.56581(W) AD(       ) 4
 GE0999  NAD 27      -  36 02 27.50600(N)    090 06 38.22700(W) AD(       ) 3
 GE0999
 GE0999.Superseded values are not recommended for survey control.
 GE0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0999.See file dsdata.txt to determine how the superseded data were derived.
 GE0999
 GE0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6030492364(NAD 83)
 GE0999_MARKER: 53 = ELEVATED TANK
 GE0999
 GE0999  HISTORY     - Date     Condition        Report By
 GE0999  HISTORY     - 1955     FIRST OBSERVED   CGS
 GE0999  HISTORY     - 1970     GOOD             NGS
 GE0999
 GE0999                          STATION DESCRIPTION
 GE0999
 GE0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0999'THE STATION IS ABOUT 14 MILES NORTHWEST OF BLYTHEVILLE, AND
 GE0999'IN THE SOUTHEAST PART OF HORNERSVILLE.  IT IS A 4-LEGGED
 GE0999'STRUCTURE SUPPORTING A WATER TANK THAT HAS THE LEGEND
 GE0999'HORNERSVILLE PAINTED ON THE NORTH SIDE.  THE TOP OF THE TANK
 GE0999'IS ABOUT 100 FEET HIGH AND THE STRUCTURE IS PAINTED ALUMINUM
 GE0999'THROUGHOUT.
 GE0999'
 GE0999'THE POINT OBSERVED ON WAS THE APEX OF THE TANK.
 GE0999
 GE0999                          STATION RECOVERY (1970)
 GE0999
 GE0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0999'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED AND IN GOOD
 GE0999'CONDITION.
 GE0999'
 GE0999'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HORNERSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1104 ***********************************************************************
 GE1104  DESIGNATION -  HORSE
 GE1104  PID         -  GE1104
 GE1104  STATE/COUNTY-  MO/CARTER
 GE1104  USGS QUAD   -  HUNTER (1968)
 GE1104
 GE1104                         *CURRENT SURVEY CONTROL
 GE1104  ___________________________________________________________________
 GE1104* NAD 83(1997)-  36 59 28.04176(N)    090 46 05.41223(W)     ADJUSTED  
 GE1104* NAVD 88     -       248.21   (+/-2cm)     814.3    (feet)  VERTCON   
 GE1104  ___________________________________________________________________
 GE1104  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GE1104  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 GE1104
 GE1104  HORZ ORDER  -  THIRD
 GE1104  VERT ORDER  -  THIRD ? (See Below)
 GE1104
 GE1104.The horizontal coordinates were established by classical geodetic methods
 GE1104.and adjusted by the National Geodetic Survey in February 2000..
 GE1104
 GE1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1104.The vertical order pertains to the NGVD 29 superseded value.
 GE1104
 GE1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1104
 GE1104.The geoid height was determined by GEOID03.
 GE1104
 GE1104;                    North         East     Units Scale Factor Converg.
 GE1104;SPC MO E     -   128,501.082   226,128.527   MT  0.99994035   -0 09 40.9
 GE1104;UTM  15      - 4,096,215.802   698,616.522   MT  1.00008599   +1 20 35.9
 GE1104
 GE1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1104!SPC MO E     -   0.99996569  x   0.99994035  =   0.99990604
 GE1104!UTM  15      -   0.99996569  x   1.00008599  =   1.00005168
 GE1104
 GE1104|---------------------------------------------------------------------|
 GE1104| PID    Reference Object                     Distance      Geod. Az  |
 GE1104|                                                           dddmmss.s |
 GE1104| CI3869 HORSE RM 1                           24.081 METERS 04944     |
 GE1104| CI3871 HORSE RM 3 AZIMUTH                                 2341900.3 |
 GE1104| CI3870 HORSE RM 2                           24.397 METERS 28435     |
 GE1104|---------------------------------------------------------------------|
 GE1104
 GE1104                          SUPERSEDED SURVEY CONTROL
 GE1104
 GE1104  NAD 83(1997)-  36 59 28.04835(N)    090 46 05.41234(W) AD(       ) 3
 GE1104  NAD 83(1986)-  36 59 28.05077(N)    090 46 05.41174(W) AD(       ) 3
 GE1104  NAD 27      -  36 59 27.87340(N)    090 46 04.97410(W) AD(       ) 3
 GE1104  NGVD 29 (07/19/86)  248.20   (m)          814.3    (f) LEVELING    3  
 GE1104
 GE1104.Superseded values are not recommended for survey control.
 GE1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1104.See file dsdata.txt to determine how the superseded data were derived.
 GE1104
 GE1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9861796216(NAD 83)
 GE1104_MARKER: DS = TRIANGULATION STATION DISK
 GE1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1104
 GE1104  HISTORY     - Date     Condition        Report By
 GE1104  HISTORY     - 1962     MONUMENTED       CGS
 GE1104
 GE1104                          STATION DESCRIPTION
 GE1104
 GE1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE1104'THE STATION IS ABOUT 14 MILES EAST OF VAN BUREN, ABOUT
 GE1104'4 MILES NORTH-NORTHWEST OF ELLSINORE, 3/4 MILES WEST OF HORSESHOE
 GE1104'VALLEY, IN THE SOUTHWEST 1/4 OF SEC. 17, T 27 N, R 3 E AND
 GE1104'ON ROAD RIGHT-OF-WAY.  IT IS 35 FEET EAST OF THE CENTERLINE
 GE1104'OF COUNTY ROAD HH, 25 FEET NORTH OF A 20 INCH OAK TREE WITH
 GE1104'A TRIANGULAR BLAZE ON THE WEST SIDE, 22 FEET NORTH OF AN 8
 GE1104'INCH OAK TREE WITH TRIANGULAR BLAZE ON THE WEST SIDE, 20
 GE1104'FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER AND 3 FEET
 GE1104'NORTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES
 GE1104'AND THE DISK IS STAMPED HORSE 1962.
 GE1104'
 GE1104'TO REACH FROM THE JUNCTION OF COUNTY ROADS A AND V IN ELLSINORE,
 GE1104'GO NORTH ON COUNTY ROAD V FOR 0.5 MILE TO A FORK (JUNCTION
 GE1104'OF COUNTY ROADS V AND N).  KEEP RIGHT AND CONTINUE NORTHERLY
 GE1104'ON COUNTY ROAD V FOR 3.55 MILES TO A SIDE ROAD LEFT AND THE
 GE1104'JUNCTION OF COUNTY ROAD H.  TURN LEFT AND GO WEST ON COUNTY
 GE1104'ROAD H FOR 1.75 MILES TO A SIDE ROAD LEFT AND THE END OF COUNTY
 GE1104'ROAD H.  CONTINUE NORTHERLY ON COUNTY ROAD HH FOR 0.25 MILE
 GE1104'TO REFERENCE MARK 3 ON THE LEFT.  CONTINUE NORTHEAST ON
 GE1104'COUNTY ROAD HH FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 GE1104'
 GE1104'REFERENCE MARK 1 IS 60 FEET NORTH OF THE HIGHWAY RIGHT-OF-WAY
 GE1104'MARKER, 29 FEET EAST OF THE CENTERLINE OF COUNTY ROAD HH
 GE1104'AND 16 FEET SOUTHWEST OF A 20 INCH OAK TREE.  THE MONUMENT
 GE1104'PROJECTS 5 INCHES AND THE DISK IS STAMPED HORSE NO 1 1962.
 GE1104'
 GE1104'REFERENCE MARK 2 IS 76 FEET WEST OF THE 20 INCH OAK TREE WITH
 GE1104'A TRIANGULAR BLAZE ON THE WEST SIDE, 30 FEET EAST OF THE
 GE1104'CENTERLINE OF COUNTY ROAD HH AND 30 FEET NORTHEAST OF A POWER
 GE1104'POLE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GE1104'HORSE NO 2 1962.
 GE1104'
 GE1104'REFERENCE MARK 3 IS 51 FEET WEST OF THE CENTERLINE OF COUNTY
 GE1104'ROAD HH, 3 FEET EAST OF A WITNESS POST AND 2 FEET NORTHEAST
 GE1104'OF A POWER POLE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 GE1104'IS STAMPED HORSE NO 3 1962.
 GE1104'
 GE1104'NOTE- NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 GE1104'
 GE1104'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0723 ***********************************************************************
 GF0723  DESIGNATION -  HORSESHOE
 GF0723  PID         -  GF0723
 GF0723  STATE/COUNTY-  MO/TANEY
 GF0723  USGS QUAD   -  DIAMOND CITY (1972)
 GF0723
 GF0723                         *CURRENT SURVEY CONTROL
 GF0723  ___________________________________________________________________
 GF0723* NAD 83(1997)-  36 29 57.60961(N)    092 57 38.72092(W)     ADJUSTED  
 GF0723* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 GF0723  ___________________________________________________________________
 GF0723  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 GF0723  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GF0723
 GF0723  HORZ ORDER  -  THIRD
 GF0723
 GF0723.The horizontal coordinates were established by classical geodetic methods
 GF0723.and adjusted by the National Geodetic Survey in February 2000..
 GF0723
 GF0723.The orthometric height was scaled from a topographic map.
 GF0723
 GF0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0723
 GF0723.The geoid height was determined by GEOID03.
 GF0723
 GF0723;                    North         East     Units Scale Factor Converg.
 GF0723;SPC MO C     -    73,994.845   458,722.648   MT  0.99995432   -0 16 26.6
 GF0723;UTM  15      - 4,039,335.145   503,514.554   MT  0.99960015   +0 01 24.0
 GF0723
 GF0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0723!SPC MO C     -   0.99996382  x   0.99995432  =   0.99991814
 GF0723!UTM  15      -   0.99996382  x   0.99960015  =   0.99956398
 GF0723
 GF0723|---------------------------------------------------------------------|
 GF0723| PID    Reference Object                     Distance      Geod. Az  |
 GF0723|                                                           dddmmss.s |
 GF0723| CI1680 HORSESHOE RM 1                       26.140 METERS 18720     |
 GF0723| GF0738 CEDAR CREEK LOOKOUT TOWER           APPROX. 7.0 KM 3454544.2 |
 GF0723| CI1681 HORSESHOE RM 2                       24.432 METERS 35947     |
 GF0723|---------------------------------------------------------------------|
 GF0723
 GF0723                          SUPERSEDED SURVEY CONTROL
 GF0723
 GF0723  NAD 83(1997)-  36 29 57.60998(N)    092 57 38.72104(W) AD(       ) 3
 GF0723  NAD 83(1986)-  36 29 57.62003(N)    092 57 38.72030(W) AD(       ) 3
 GF0723  NAD 27      -  36 29 57.38400(N)    092 57 38.09200(W) AD(       ) 3
 GF0723
 GF0723.Superseded values are not recommended for survey control.
 GF0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0723.See file dsdata.txt to determine how the superseded data were derived.
 GF0723
 GF0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0351539335(NAD 83)
 GF0723_MARKER: DS = TRIANGULATION STATION DISK
 GF0723_SETTING: 66 = SET IN ROCK OUTCROP
 GF0723
 GF0723  HISTORY     - Date     Condition        Report By
 GF0723  HISTORY     - 1953     MONUMENTED       CGS
 GF0723
 GF0723                          STATION DESCRIPTION
 GF0723
 GF0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0723'THE STATION IS ABOUT 5-3/4 MILES WEST AND 2-1/4 MILES SOUTH
 GF0723'OF PROTEM, 5-1/2 MILES SOUTH AND 2 MILES EAST OF CEDAR CREEK,
 GF0723'0.1 MILE NORTH OF THE MISSOURI-ARKANSAS STATE LINE, NEAR
 GF0723'THE CENTER OF THE SOUTH SIDE OF SEC. 17, T 21 N, R 18 W, AND
 GF0723'ON LAND OWNED BY JOE SMITH.  IT IS 75 FEET NORTH OF THE
 GF0723'CENTER OF A DIM TRACK ROAD AND 4 FEET WEST OF A WITNESS POST.
 GF0723'
 GF0723'TO REACH THE STATION FROM THE POST OFFICE IN CEDAR CREEK, GO
 GF0723'SOUTHERLY ON A GRAVELED ROAD FOR 1.5 MILES TO A T-JUNCTION
 GF0723'JUST BEYOND A SCHOOL ON THE RIGHT, CONTINUE SOUTHERLY 1.15
 GF0723'MILES TO A Y-JUNCTION AT A FARMHOUSE ON THE RIGHT, BEAR
 GF0723'LEFT AND CONTINUE SOUTHERLY FOR 2.85 MILES TO THE FARMHOUSE
 GF0723'OF MR. SMITH, TURN RIGHT AT A POINT ABOUT 200 YARDS WEST
 GF0723'OF THE FARM HOUSE AND FOLLOW A TRACK ROAD WESTERLY 0.05
 GF0723'MILE TO A POLE GATE, PASS THROUGH THE GATE AND CONTINUE
 GF0723'WESTERLY FOR 0.1 MILE TO TWO POLE GATES, PASS THROUGH THE
 GF0723'RIGHT HAND GATE AND CONTINUE WESTERLY ABOUT 0.2 MILE TO A
 GF0723'CREEK, CROSS THE CREEK AND CONTINUE WESTERLY ON THE TRACK
 GF0723'ROAD FOR 0.1 MILE TO A Y-JUNCTION, BEAR RIGHT AND CONTINUE
 GF0723'WESTERLY FOR 0.1 MILE TO AN ENTRANCE TO A LANE, GO WEST
 GF0723'UP THE LANE FOR 0.05 MILE, TURN LEFT AND FOLLOW THE TRACK
 GF0723'ROAD SOUTH FOR 0.3 MILE TO A POLE GATE, PASS THROUGH THE
 GF0723'GATE AND CONTINUE SOUTHERLY FOR 0.3 MILE TO ANOTHER POLE
 GF0723'GATE, PASS THROUGH THE POLE GATE AND GO SOUTHERLY FOR
 GF0723'0.3 MILE TO A 24-INCH OAK TREE BEARING A TRIANGLE
 GF0723'BLAZED ON THE EAST SIDE, TURN LEFT AND GO EAST ABOUT 90
 GF0723'YARDS TO THE STATION.
 GF0723'
 GF0723'THE STATION MARK IS 8 INCHES BELOW THE SURFACE OF THE GROUND
 GF0723'AND THE DISK IS STAMPED HORSESHOE 1953.
 GF0723'
 GF0723'REFERENCE MARK 1 IS 11 FEET SOUTH OF THE CENTER OF A TRACK
 GF0723'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GF0723'HORSESHOE NO 1 1953.
 GF0723'
 GF0723'REFERENCE MARK 2 IS 80 FEET NORTH OF THE WITNESS POST.  THE
 GF0723'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HORSESHOE
 GF0723'NO 2 1953.
 GF0723'
 GF0723'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.  A SMALL AMOUNT
 GF0723'OF CLEARING WILL BE NECESSARY FOR THE CEDAR CREEK LOOKOUT
 GF0723'TOWER TO BECOME VISIBLE FROM THE GROUND.
 GF0723'
 GF0723'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0438 ***********************************************************************
 LE0438  CBN         -  This is a Cooperative Base Network Control Station.
 LE0438  DESIGNATION -  HOSKINS
 LE0438  PID         -  LE0438
 LE0438  STATE/COUNTY-  MO/SCOTLAND
 LE0438  USGS QUAD   -  BROCK (1970)
 LE0438
 LE0438                         *CURRENT SURVEY CONTROL
 LE0438  ___________________________________________________________________
 LE0438* NAD 83(1997)-  40 35 59.83444(N)    092 12 01.28459(W)     ADJUSTED  
 LE0438* NAVD 88     -       247.9    (meters)     813.     (feet)  GPS OBS   
 LE0438  ___________________________________________________________________
 LE0438  X           -    -186,202.706 (meters)                     COMP
 LE0438  Y           -  -4,846,206.648 (meters)                     COMP
 LE0438  Z           -   4,128,933.594 (meters)                     COMP
 LE0438  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 LE0438  ELLIP HEIGHT-         215.03  (meters)          (08/25/97) GPS OBS
 LE0438  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LE0438
 LE0438  HORZ ORDER  -  B
 LE0438  ELLP ORDER  -  FOURTH    CLASS I
 LE0438
 LE0438.The horizontal coordinates were established by GPS observations
 LE0438.and adjusted by the National Geodetic Survey in August 1997..
 LE0438
 LE0438.The orthometric height was determined by GPS observations and a
 LE0438.high-resolution geoid model.
 LE0438
 LE0438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0438
 LE0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0438
 LE0438.The ellipsoidal height was determined by GPS observations
 LE0438.and is referenced to NAD 83.
 LE0438
 LE0438.The geoid height was determined by GEOID03.
 LE0438
 LE0438;                    North         East     Units Scale Factor Converg.
 LE0438;SPC MO C     -   529,106.289   525,360.671   MT  0.99994125   +0 11 42.0
 LE0438;SPC IA S     -    67,445.955   610,000.403   MT  1.00000299   +0 51 21.9
 LE0438;UTM  15      - 4,494,656.962   567,656.523   MT  0.99965634   +0 31 13.5
 LE0438
 LE0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0438!SPC MO C     -   0.99996627  x   0.99994125  =   0.99990752
 LE0438!SPC IA S     -   0.99996627  x   1.00000299  =   0.99996926
 LE0438!UTM  15      -   0.99996627  x   0.99965634  =   0.99962262
 LE0438
 LE0438:                Primary Azimuth Mark                     Grid Az
 LE0438:SPC MO C     -  HOSKINS AZ MK                            009 19 32.8
 LE0438:SPC IA S     -  HOSKINS AZ MK                            008 39 52.9
 LE0438:UTM  15      -  HOSKINS AZ MK                            009 00 01.3
 LE0438
 LE0438|---------------------------------------------------------------------|
 LE0438| PID    Reference Object                     Distance      Geod. Az  |
 LE0438|                                                           dddmmss.s |
 LE0438| CL9563 HOSKINS AZ MK                                      0093114.8 |
 LE0438| CL9564 HOSKINS RM 1                         42.142 METERS 17144     |
 LE0438| CL9565 HOSKINS RM 2                         49.588 METERS 26726     |
 LE0438|---------------------------------------------------------------------|
 LE0438
 LE0438                          SUPERSEDED SURVEY CONTROL
 LE0438
 LE0438  NAD 83(1986)-  40 35 59.84337(N)    092 12 01.30023(W) AD(       ) 1
 LE0438  NAD 27      -  40 35 59.74410(N)    092 12 00.64000(W) AD(       ) 1
 LE0438
 LE0438.Superseded values are not recommended for survey control.
 LE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0438.See file dsdata.txt to determine how the superseded data were derived.
 LE0438
 LE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE6765794657(NAD 83)
 LE0438_MARKER: DS = TRIANGULATION STATION DISK
 LE0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0438_STAMPING: HOSKINS 1934
 LE0438_MARK LOGO: CGS   
 LE0438_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0438+STABILITY: SURFACE MOTION
 LE0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0438+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1996
 LE0438
 LE0438  HISTORY     - Date     Condition        Report By
 LE0438  HISTORY     - 1934     MONUMENTED       CGS
 LE0438  HISTORY     - 1963     GOOD             USAF
 LE0438  HISTORY     - 1967     GOOD             CGS
 LE0438  HISTORY     - 19960611 GOOD             IADT
 LE0438
 LE0438                          STATION DESCRIPTION
 LE0438
 LE0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0438'STATION IS ABOUT 5-1/2 MILES SSW OF MILTON, IOWA, ABOUT 10 MILES N
 LE0438'OF MEMPHIS, MISSOURI, NEAR THE MISSOURI-IOWA STATE LINE, IN THE N
 LE0438'EDGE OF FRACTIONAL SEC. 23, T 67 N, R 12 W, ON LAND OWNED BY THE
 LE0438'HOSKINS BROTHERS WHO LIVE IN MILTON.  THE MARK IS SET IN THE N
 LE0438'EDGE OF A PASTURE, 27 FEET S OF THE CENTER LINE OF THE STATE LINE
 LE0438'ROAD, ABOUT 0.1 MILE W OF T-INTERSECTION, 22-1/2 FEET W OF THE NW
 LE0438'CORNER OF THE PASTURE, 3 FEET S OF HEDGE FENCE, ABOUT 0.1 MILE E
 LE0438'OF A LARGE UNPAINTED BARN.  IT PROJECTS 8 INCHES.
 LE0438'
 LE0438'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0438'BRONZE DISKS SET IN CONCRETE.
 LE0438'
 LE0438'REFERENCE MARK NO. 1 IS SSE OF THE STATION ON THE E EDGE OF THE
 LE0438'PASTURE, 3 FEET W OF THE N-S FENCE LINE AND PROJECTS 12 INCHES.
 LE0438'
 LE0438'REFERENCE MARK NO. 2 IS W OF THE STATION ON THE N EDGE OF THE
 LE0438'PASTURE, 6 FEET S OF HEDGE FENCE, 29 FEET S OF THE CENTER LINE OF
 LE0438'THE ROAD AND PROJECTS 14 INCHES.
 LE0438'
 LE0438'AZIMUTH MARK IS N OF THE STATION ON THE E EDGE OF A SCHOOLHOUSE
 LE0438'YARD, 1 FOOT W OF FENCE LINE, 140 FEET N OF THE CENTER LINE OF E-W
 LE0438'ROAD, 103 FEET SE OF THE SE CORNER OF THE SCHOOLHOUSE AND PROJECTS
 LE0438'8 INCHES.  TO REACH GO 0.1 MILE E AND 0.7 MILE N OF THE STATION.
 LE0438'
 LE0438'TO REACH FROM MILTON GO S ON IOWA STATE HIGHWAY 23 FOR 4.5 MILES
 LE0438'FROM THE JUNCTION WITH STATE HIGHWAY 3 TO CROSSROADS AT A
 LE0438'SCHOOLHOUSE.  THIS ROAD IS 0.6 MILE N OF THE STATE LINE. HERE GO W
 LE0438'FOR 2.5 MILES TO A SCHOOLHOUSE.  TURN S FOR 0.7 MILE TO A
 LE0438'T-INTERSECTION.  GO W FOR 0.1 MILE TO THE STATION ON THE S OF THE
 LE0438'STATE LINE ROAD.
 LE0438'
 LE0438'ALL LIGHTS CAME INTO VIEW AT 35 FEET.
 LE0438
 LE0438                          STATION RECOVERY (1963)
 LE0438
 LE0438'RECOVERY NOTE BY US AIR FORCE 1963
 LE0438'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LE0438'CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.  THE
 LE0438'DESCRIPTION IS ADEQUATE.
 LE0438
 LE0438                          STATION RECOVERY (1967)
 LE0438
 LE0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0438'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LE0438'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LE0438'
 LE0438'THE TO REACH THE STATION WAS FOUND ADEQUATE.
 LE0438'
 LE0438'STATION MARK IS 28.5 FEET WEST OF A NORTH-SOUTH FENCE, 22 FEET SOUTH
 LE0438'OF A SECTION LINE ROAD, 4.5 FEET SOUTH OF A METAL WITNESS POST, 4
 LE0438'FEET SOUTH OF A FENCE, AND PROJECTS 12 INCHES.
 LE0438'
 LE0438'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 5 FEET WEST
 LE0438'OF A NORTH-SOUTH FENCE, AND PROJECTS 12 INCHES.
 LE0438'
 LE0438'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 27 FEET SOUTH OF THE
 LE0438'CENTER OF THE SECTION LINE ROAD, 9 FEET SOUTH OF THE FENCE, AND
 LE0438'PROJECTS 12 INCHES.
 LE0438'
 LE0438'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND ALL OLD TIES REMAIN
 LE0438'THE SAME EXCEPT THE OLD SCHOOLHOUSE NO LONGER REMAINS.  IT IS AT THE
 LE0438'EAST EDGE OF THE OLD SCHOOLYARD AT THE WEST SIDE OF A NORTHSOUTH
 LE0438'FENCE.  A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 LE0438'
 LE0438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 LE0438'SOUTHWEST OF MILTON, IOWA.
 LE0438
 LE0438                          STATION RECOVERY (1996)
 LE0438
 LE0438'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 1996 (SRM)
 LE0438'RECOVERED IN GOOD CONDITION IN 1996 BY IOWA DEPARTMENT OF
 LE0438'TRANSPORTATION.  TO REACH THE STATION FROM THE INTERSECTION OF IOWA
 LE0438'STATE HIGHWAY 2 AND IOWA STATE HIGHWAY 15 IN THE TOWN OF MILTON,IA.,
 LE0438'GO SOUTH ON STATE HWY.  15 FOR 4.0 MI (6.4 KM) TO A CROSSROAD.  TURN
 LE0438'RIGHT AND GO WEST AT THE CROSSROAD FOR 2.5 MI (4.0 KM) TO A CROSSROAD.
 LE0438'TURN LEFT AND GO SOUTH AT THE INTERSECTION FOR 0.7 MI (1.1 KM) TO A T
 LE0438'INTERSECTION AT THE STATE LINE.  TURN RIGHT AND GO WEST FOR 0.08 MI
 LE0438'(0.13 KM) TO THE STATION ON THE LEFT.  A PINK STATE HARN SIGN WAS SET
 LE0438'1.0 M (3.3 FT) NORTH OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1753 ***********************************************************************
 HB1753  DESIGNATION -  HOUCK
 HB1753  PID         -  HB1753
 HB1753  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1753  USGS QUAD   -  BURFORDVILLE (1980)
 HB1753
 HB1753                         *CURRENT SURVEY CONTROL
 HB1753  ___________________________________________________________________
 HB1753* NAD 83(1997)-  37 18 10.66522(N)    089 45 40.42792(W)     ADJUSTED  
 HB1753* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 HB1753  ___________________________________________________________________
 HB1753  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 HB1753  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 HB1753
 HB1753  HORZ ORDER  -  FIRST
 HB1753
 HB1753.The horizontal coordinates were established by classical geodetic methods
 HB1753.and adjusted by the National Geodetic Survey in February 2000..
 HB1753
 HB1753.The orthometric height was scaled from a topographic map.
 HB1753
 HB1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1753
 HB1753.The geoid height was determined by GEOID03.
 HB1753
 HB1753;                    North         East     Units Scale Factor Converg.
 HB1753;SPC MO E     -   163,329.169   315,493.454   MT  0.99998615   +0 26 51.8
 HB1753;UTM  16      - 4,132,057.248   255,269.430   MT  1.00033784   -1 40 27.2
 HB1753
 HB1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1753!SPC MO E     -   0.99997715  x   0.99998615  =   0.99996330
 HB1753!UTM  16      -   0.99997715  x   1.00033784  =   1.00031498
 HB1753
 HB1753:                Primary Azimuth Mark                     Grid Az
 HB1753:SPC MO E     -  JACKSON MUNICIPAL TANK                   043 41 06.0
 HB1753:UTM  16      -  JACKSON MUNICIPAL TANK                   045 48 25.0
 HB1753
 HB1753|---------------------------------------------------------------------|
 HB1753| PID    Reference Object                     Distance      Geod. Az  |
 HB1753|                                                           dddmmss.s |
 HB1753| HB1747 JACKSON MUNICIPAL TANK              APPROX.12.8 KM 0440757.8 |
 HB1753| CI3873 HOUCK RM 1                           33.010 METERS 12320     |
 HB1753| CI3874 HOUCK RM 2                           28.560 METERS 23545     |
 HB1753| CI3872 HOUCK AZ MK                                        2383137.4 |
 HB1753| HB1755 LEOPOLD CATHOLIC CHURCH SPIRE       APPROX.15.5 KM 2510506.7 |
 HB1753|---------------------------------------------------------------------|
 HB1753
 HB1753                          SUPERSEDED SURVEY CONTROL
 HB1753
 HB1753  NAD 83(1997)-  37 18 10.66690(N)    089 45 40.42852(W) AD(       ) 1
 HB1753  NAD 83(1997)-  37 18 10.67625(N)    089 45 40.42929(W) AD(       ) 1
 HB1753  NAD 83(1986)-  37 18 10.67931(N)    089 45 40.42910(W) AD(       ) 1
 HB1753  NAD 27      -  37 18 10.48500(N)    089 45 40.08400(W) AD(       ) 1
 HB1753
 HB1753.Superseded values are not recommended for survey control.
 HB1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1753.See file dsdata.txt to determine how the superseded data were derived.
 HB1753
 HB1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG5526932057(NAD 83)
 HB1753_MARKER: DS = TRIANGULATION STATION DISK
 HB1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1753
 HB1753  HISTORY     - Date     Condition        Report By
 HB1753  HISTORY     - 1938     MONUMENTED       CGS
 HB1753
 HB1753                          STATION DESCRIPTION
 HB1753
 HB1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1753'ON WOODED HILL ABOUT 8 MILES SOUTHEAST OF JACKSON, ABOUT 11 MILES
 HB1753'EAST OF MARBLE HILL, AND ABOUT 6 MILES NORTHWEST OF DUTCHTOWN,
 HB1753'IN THE NW 1/4 SEC. 6, T. 30 N., R. 12 E., ON LAND BELIEVED TO BELONG
 HB1753'TO W.A. SANDERS. STATION IS 16 FEET NORTH OF CENTER LINE OF
 HB1753'TRACK ROAD, 98 FEET NORTHWEST OF CENTER LINE OF TRACK ROAD, 82 FEET
 HB1753'WEST OF CENTER LINE OF GRADED DIRT ROAD, ABOUT 18 FEET NORTHEAST
 HB1753'OF AN 8-INCH OAK WITH A TRIANGULAR-BLAZE, AND ABOUT 5 FEET WEST OF A
 HB1753'17-INCH STUMP. THE MARK PROJECTS 6 INCHES.
 HB1753'
 HB1753'TO REACH FROM POST OFFICE IN GORDONVILLE GO WEST ON COUNTY ROAD Z AND
 HB1753'A DIRT ROAD FOR 2.0 MILES, CONTINUE STRAIGHT AHEAD FOR 0.65
 HB1753'MILE TO A CROSS ROAD, TURN LEFT AND FOLLOW MAIN ROAD FOR 1.2 MILES TO
 HB1753'A FORK, TAKE RIGHT FORK AND GO 1.2 MILES TO A Y-INTERSECTION, TURN
 HB1753'RIGHT (NORTH) AND GO 0.5 MILE TO A DIM TRACK ROAD LEADING TO THE
 HB1753'RIGHT AND THE STATION.
 HB1753'
 HB1753'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HB1753'DISKS SET IN CONCRETE.
 HB1753'
 HB1753'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 10 FEET SOUTHEAST
 HB1753'OF THE CENTER LINE OF ROAD AND PROJECTS 4 INCHES.  REFERENCE MARK
 HB1753'NO. 2 IS WEST-SOUTHWEST OF THE STATION, 10 FEET WEST-SOUTHWEST OF THE
 HB1753'CENTER LINE OF DIRT ROAD, 3 FEET EAST OF WOOD FENCE, AND PROJECTS
 HB1753'9 INCHES.
 HB1753'
 HB1753'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 10 FEET SOUTH OF THE
 HB1753'NORTHEAST CORNER OF BARN, ON EAST SIDE OF BARN, AND PROJECTS 4
 HB1753'INCHES. TO REACH THE AZIMUTH FROM THE STATION, GO 0.5 MILE SOUTH TO A
 HB1753'FORK, TURN RIGHT AND GO 0.1 MILE TO FORK, CONTINUE STRAIGHT AHEAD
 HB1753'ON RIGHT FORK FOR 0.5 MILE TO GATE ON RIGHT. TURN RIGHT THROUGH GATE
 HB1753'AND DRIVE 100 YARDS TO BARN AND THE AZIMUTH MARK ON THE EAST
 HB1753'SIDE.
 HB1753'
 HB1753'A 100-FOOT TOWER IS NEEDED TO CLEAR THE TREES AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0857 ***********************************************************************
 HC0857  DESIGNATION -  HOUSTON
 HC0857  PID         -  HC0857
 HC0857  STATE/COUNTY-  MO/TEXAS
 HC0857  USGS QUAD   -  HOUSTON (1981)
 HC0857
 HC0857                         *CURRENT SURVEY CONTROL
 HC0857  ___________________________________________________________________
 HC0857* NAD 83(1997)-  37 18 23.13283(N)    091 57 47.31365(W)     ADJUSTED  
 HC0857* NAVD 88     -       394.4    (meters)    1294.     (feet)  VERTCON   
 HC0857  ___________________________________________________________________
 HC0857  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HC0857  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 HC0857
 HC0857  HORZ ORDER  -  FIRST
 HC0857
 HC0857.The horizontal coordinates were established by classical geodetic methods
 HC0857.and adjusted by the National Geodetic Survey in February 2000..
 HC0857
 HC0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0857
 HC0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0857
 HC0857.The geoid height was determined by GEOID03.
 HC0857
 HC0857;                    North         East     Units Scale Factor Converg.
 HC0857;SPC MO C     -   163,592.743   547,591.136   MT  0.99996122   +0 19 31.4
 HC0857;UTM  15      - 4,129,369.987   591,885.300   MT  0.99970400   +0 37 42.5
 HC0857
 HC0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0857!SPC MO C     -   0.99994280  x   0.99996122  =   0.99990403
 HC0857!UTM  15      -   0.99994280  x   0.99970400  =   0.99964682
 HC0857
 HC0857|---------------------------------------------------------------------|
 HC0857| PID    Reference Object                     Distance      Geod. Az  |
 HC0857|                                                           dddmmss.s |
 HC0857| CM3807 HOUSTON RM 1                         13.104 METERS 01150     |
 HC0857| HC0855 HOUSTON W MUN STANDPIPE             APPROX. 4.0 KM 0212437.2 |
 HC0857| HC0856 HOUSTON CABLEVISION MAST            APPROX. 2.1 KM 0302713.0 |
 HC0857| HC0859 HOUSTON AZ MK                       APPROX. 1.4 KM 1891510.0 |
 HC0857| CM3808 HOUSTON RM 2                         11.259 METERS 18917     |
 HC0857|---------------------------------------------------------------------|
 HC0857
 HC0857                          SUPERSEDED SURVEY CONTROL
 HC0857
 HC0857  NAD 83(1986)-  37 18 23.14466(N)    091 57 47.31218(W) AD(       ) 1
 HC0857  NAD 27      -  37 18 22.97242(N)    091 57 46.75100(W) AD(       ) 1
 HC0857  NGVD 29 (07/19/86)  394.3    (m)         1294.     (f) VERT ANG       
 HC0857
 HC0857.Superseded values are not recommended for survey control.
 HC0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0857.See file dsdata.txt to determine how the superseded data were derived.
 HC0857
 HC0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9188529370(NAD 83)
 HC0857_MARKER: DS = TRIANGULATION STATION DISK
 HC0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0857+STABILITY: SURFACE MOTION
 HC0857
 HC0857  HISTORY     - Date     Condition        Report By
 HC0857  HISTORY     - 1977     MONUMENTED       NGS
 HC0857
 HC0857                          STATION DESCRIPTION
 HC0857
 HC0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0857'THE STATION IS LOCATED ABOUT 7 MILES WEST-NORTHWEST OF YUKON,
 HC0857'1 MILE SOUTH OF HOUSTON, IN THE NORTHEAST 1/4 OF SECTION 18,
 HC0857'R 9 W, T 30 N, AND ON THE HIGHWAY RIGHT-OF-WAY.  PERMISSION
 HC0857'GRANTED BY THE
 HC0857'MISSOURI DEPARTMENT OF HIGHWAYS, DISTRICT 9, POST OFFICE BOX
 HC0857'220, WILLOW SPRINGS, 65587.  TELEPHONE NUMBER 469-3134.
 HC0857'
 HC0857'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND
 HC0857'STATE HIGHWAY 17 AT THE SOUTH EDGE OF HOUSTON, GO SOUTH ON
 HC0857'U.S. HIGHWAY 63 FOR 0.9 MILE TO THE TOP OF HILL, A GARAGE,
 HC0857'AND THE STATION ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY
 HC0857'63 FOR 0.8 MILE TO A METAL GATE AND THE AZIMUTH MARK ON THE
 HC0857'LEFT.
 HC0857'
 HC0857'STATION MARKS, STAMPED---HOUSTON 1977---, ARE STANDARD DISKS.
 HC0857'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0857'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE,
 HC0857'WITH A METAL ROD EMBEDDED IN THE MONUMENT. IT
 HC0857'IS 82 FEET WEST OF THE
 HC0857'CENTERLINE OF U.S. HIGHWAY 63, 26.4 FEET SOUTHEAST OF THE
 HC0857'SOUTHEAST CORNER OF THE GARAGE AND 2.5 FEET WEST OF A METAL
 HC0857'WITNESS POST. THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 HC0857'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 HC0857'SURFACE.
 HC0857'
 HC0857'REFERENCE MARK 1, STAMPED---HOUSTON NO 1 1977---IS A STANDARD
 HC0857'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HC0857'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
 HC0857'82 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 63
 HC0857'AND 34.7 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 HC0857'GARAGE.
 HC0857'
 HC0857'REFERENCE MARK 2, STAMPED---HOUSTON NO 2 1977---IS A STANDARD
 HC0857'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HC0857'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 82 FEET
 HC0857'WEST OF THE CENTERLINE OF U.S. HIGHWAY 63 AND 27 FEET SOUTH
 HC0857'OF THE METAL WITNESS POST.
 HC0857'
 HC0857'AZIMUTH MARKS, STAMPED---HOUSTON 1977---, ARE STANDARD DISKS.
 HC0857'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0857'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE,
 HC0857'WITH A METAL ROD EMBEDDED IN THE MONUMENT.
 HC0857'IT IS 78 FEET EAST OF THE
 HC0857'CENTERLINE OF U.S. HIGHWAY 63, 5 FEET NORTH OF A METAL CORNER
 HC0857'POST AND 2 FEET WEST OF A METAL WITNESS POST AND FENCELINE.
 HC0857'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HC0857'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HC0857'
 HC0857'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO THE ANGLE
 HC0857'BEING NEAR 180 DEGREES.
 HC0857'
 HC0857'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0859 ***********************************************************************
 HC0859  DESIGNATION -  HOUSTON AZ MK
 HC0859  PID         -  HC0859
 HC0859  STATE/COUNTY-  MO/TEXAS
 HC0859  USGS QUAD   -  HOUSTON (1981)
 HC0859
 HC0859                         *CURRENT SURVEY CONTROL
 HC0859  ___________________________________________________________________
 HC0859* NAD 83(1997)-  37 17 38.10594(N)    091 57 56.49509(W)     ADJUSTED  
 HC0859* NAVD 88     -       359.2    (meters)    1178.     (feet)  VERTCON   
 HC0859  ___________________________________________________________________
 HC0859  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 HC0859  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 HC0859
 HC0859  HORZ ORDER  -  SECOND
 HC0859
 HC0859.The horizontal coordinates were established by classical geodetic methods
 HC0859.and adjusted by the National Geodetic Survey in February 2000..
 HC0859
 HC0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0859
 HC0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0859
 HC0859.The geoid height was determined by GEOID03.
 HC0859
 HC0859;                    North         East     Units Scale Factor Converg.
 HC0859;SPC MO C     -   162,203.419   547,372.891   MT  0.99996097   +0 19 25.5
 HC0859;UTM  15      - 4,127,979.885   591,674.461   MT  0.99970352   +0 37 36.2
 HC0859
 HC0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0859!SPC MO C     -   0.99994832  x   0.99996097  =   0.99990930
 HC0859!UTM  15      -   0.99994832  x   0.99970352  =   0.99965186
 HC0859
 HC0859                          SUPERSEDED SURVEY CONTROL
 HC0859
 HC0859  NAD 83(1986)-  37 17 38.11778(N)    091 57 56.49362(W) AD(       ) 2
 HC0859  NAD 27      -  37 17 37.94476(N)    091 57 55.93238(W) AD(       ) 2
 HC0859  NGVD 29 (07/19/86)  359.1    (m)         1178.     (f) VERT ANG       
 HC0859
 HC0859.Superseded values are not recommended for survey control.
 HC0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0859.See file dsdata.txt to determine how the superseded data were derived.
 HC0859
 HC0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9167427980(NAD 83)
 HC0859_MARKER: DZ = AZIMUTH MARK DISK
 HC0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0859+STABILITY: SURFACE MOTION
 HC0859
 HC0859  HISTORY     - Date     Condition        Report By
 HC0859  HISTORY     - 1977     MONUMENTED       NGS
 HC0859
 HC0859                          STATION DESCRIPTION
 HC0859
 HC0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0859'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST-NORTHWEST OF
 HC0859'YUKON, 2 MILES SOUTH OF HOUSTON, IN THE NORTHEAST 1/4 OF
 HC0859'SECTION 19, R 9 W, T 30 N, AND ON THE HIGHWAY RIGHT-OF-WAY.
 HC0859'PERMISSION WAS GRANTED BY THE MISSOURI DEPARTMENT OF
 HC0859'HIGHWAYS, DISTRICT 9, POST OFFICE BOX 220, WILLOW SPRINGS,
 HC0859'65587.  TELEPHONE NUMBER 469-3134.
 HC0859'A TRAVERSE CONNECTION WAS MADE TO STATION
 HC0859'HOUSTON, USING ELECTRONIC DISTANCE EQUIPMENT.
 HC0859'
 HC0859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63
 HC0859'AND STATE HIGHWAY 17 IN THE SOUTH EDGE OF HOUSTON, GO SOUTH
 HC0859'ON U.S. HIGHWAY 63 FOR 0.9 MILE TO TRIANGULATION STATION
 HC0859'HOUSTON ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 63 FOR
 HC0859'0.8 MILE TO A METAL GATE AND THE STATION ON THE LEFT, (EAST
 HC0859'SIDE OF THE HIGHWAY).
 HC0859'
 HC0859'THE STATION MARKS, STAMPED---HOUSTON 1977---, ARE STANDARD
 HC0859'AZIMUTH MARK DISKS.  THE SURFACE DISK
 HC0859'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0859'WHICH IS FLUSH WITH THE GROUND SURFACE, WITH A METAL ROD
 HC0859'EMBEDDED IN THE MONUMENT.  IT IS 78 FEET EAST OF THE
 HC0859'CENTERLINE OF U.S. HIGHWAY 63, 5 FEET NORTH OF A METAL
 HC0859'CORNER POST AND 2 FEET WEST OF A METAL WITNESS POST
 HC0859'AND FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 HC0859'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 HC0859'SURFACE.
 HC0859'
 HC0859'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0856 ***********************************************************************
 HC0856  DESIGNATION -  HOUSTON CABLEVISION MAST
 HC0856  PID         -  HC0856
 HC0856  STATE/COUNTY-  MO/TEXAS
 HC0856  USGS QUAD   -  HOUSTON (1981)
 HC0856
 HC0856                         *CURRENT SURVEY CONTROL
 HC0856  ___________________________________________________________________
 HC0856* NAD 83(1997)-  37 19 22.33193(N)    091 57 03.72891(W)     ADJUSTED  
 HC0856* NAVD 88     -                                                        
 HC0856  ___________________________________________________________________
 HC0856  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 HC0856  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 HC0856
 HC0856  HORZ ORDER  -  THIRD
 HC0856
 HC0856.The horizontal coordinates were established by classical geodetic methods
 HC0856.and adjusted by the National Geodetic Survey in February 2000..
 HC0856
 HC0856
 HC0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0856
 HC0856.The geoid height was determined by GEOID03.
 HC0856
 HC0856;                    North         East     Units Scale Factor Converg.
 HC0856;SPC MO C     -   165,423.843   548,653.790   MT  0.99996248   +0 19 58.2
 HC0856;UTM  15      - 4,131,206.211   592,937.982   MT  0.99970640   +0 38 09.7
 HC0856
 HC0856                          SUPERSEDED SURVEY CONTROL
 HC0856
 HC0856  NAD 83(1986)-  37 19 22.34400(N)    091 57 03.72727(W) AD(       ) 4
 HC0856  NAD 27      -  37 19 22.17393(N)    091 57 03.16572(W) AD(       ) 3
 HC0856
 HC0856.Superseded values are not recommended for survey control.
 HC0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0856.See file dsdata.txt to determine how the superseded data were derived.
 HC0856
 HC0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9293831206(NAD 83)
 HC0856_MARKER: 42 = RADIO/TV MAST
 HC0856
 HC0856  HISTORY     - Date     Condition        Report By
 HC0856  HISTORY     - 1978     FIRST OBSERVED   NGS
 HC0856
 HC0856                          STATION DESCRIPTION
 HC0856
 HC0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HC0856'THE STATION IS THE RED LIGHT ATOP THE HOUSTON TELEVISION
 HC0856'AND CABLE COMPANY MAST.  IT IS A GUYED MAST, PAINTED
 HC0856'ALTERNATELY RED AND WHITE WITH VARIOUS ANTENNAS NEAR THE TOP
 HC0856'AND IS APPROXIMATELY 324 FEET IN HEIGHT.
 HC0856'
 HC0856'LOCATED IN THE NORTHEAST SECTION OF HOUSTON.
 HC0856'
 HC0856'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 63 AND STATE
 HC0856'HIGHWAY 17 IN HOUSTON, GO NORTH ON U.S. HIGHWAY 63 FOR 0.4
 HC0856'MILE TO SEARS IMPLEMENT COMPANY ON THE RIGHT.  TURN SHARP
 HC0856'RIGHT UP HILL FOR 0.35 MILE TO THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1106 ***********************************************************************
 HD1106  DESIGNATION -  HOUSTON LOT
 HD1106  PID         -  HD1106
 HD1106  STATE/COUNTY-  MO/TEXAS
 HD1106  USGS QUAD   -  BUCYRUS (1987)
 HD1106
 HD1106                         *CURRENT SURVEY CONTROL
 HD1106  ___________________________________________________________________
 HD1106* NAD 83(1997)-  37 20 21.40121(N)    092 05 20.75000(W)     ADJUSTED  
 HD1106* NAVD 88     -                                                        
 HD1106  ___________________________________________________________________
 HD1106  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 HD1106  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 HD1106
 HD1106  HORZ ORDER  -  THIRD
 HD1106
 HD1106.The horizontal coordinates were established by classical geodetic methods
 HD1106.and adjusted by the National Geodetic Survey in February 2000..
 HD1106
 HD1106
 HD1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1106
 HD1106.The geoid height was determined by GEOID03.
 HD1106
 HD1106;                    North         East     Units Scale Factor Converg.
 HD1106;SPC MO C     -   167,182.626   536,409.650   MT  0.99994966   +0 14 57.2
 HD1106;UTM  15      - 4,132,899.723   580,687.925   MT  0.99968020   +0 33 09.1
 HD1106
 HD1106                          SUPERSEDED SURVEY CONTROL
 HD1106
 HD1106  NAD 83(1986)-  37 20 21.41299(N)    092 05 20.74843(W) AD(       ) 4
 HD1106  NAD 27      -  37 20 21.23821(N)    092 05 20.16866(W) AD(       ) 3
 HD1106
 HD1106.Superseded values are not recommended for survey control.
 HD1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1106.See file dsdata.txt to determine how the superseded data were derived.
 HD1106
 HD1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8068832900(NAD 83)
 HD1106_MARKER: 57 = LOOKOUT TOWER
 HD1106
 HD1106  HISTORY     - Date     Condition        Report By
 HD1106  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1106
 HD1106                          STATION DESCRIPTION
 HD1106
 HD1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1106'THE STATION IS THE APEX OF THE OBSERVATION CABIN OF THE
 HD1106'FIRE LOOKOUT TOWER.  IT IS A STANDARD FIRE OBSERVATION CABIN
 HD1106'ATOP A FOUR-LEGGED SKELETON STEEL TOWER, GRAY IN COLOR AND
 HD1106'APPROXIMATELY 136 FEET IN HEIGHT.
 HD1106'
 HD1106'LOCATED ABOUT 7-1/4 MILES WEST OF HOUSTON ON THE SOUTHEAST
 HD1106'SIDE OF STATE HIGHWAY 38.
 HD1106'
 HD1106'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 17 AND U.S. HIGHWAY
 HD1106'63 IN HOUSTON, GO WESTERLY ON STATE HIGHWAY 17 FOR 7.55
 HD1106'MILES TO THE JUNCTION OF STATE HIGHWAYS 38 AND 17.  TURN
 HD1106'LEFT, SOUTH, ON STATE HIGHWAY 38 AND GO 1.5 MILES TO THE
 HD1106'LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0850 ***********************************************************************
 HC0850  DESIGNATION -  HOUSTON MUNICIPAL TANK
 HC0850  PID         -  HC0850
 HC0850  STATE/COUNTY-  MO/TEXAS
 HC0850  USGS QUAD   -  HOUSTON (1981)
 HC0850
 HC0850                         *CURRENT SURVEY CONTROL
 HC0850  ___________________________________________________________________
 HC0850* NAD 83(1997)-  37 19 08.13442(N)    091 57 47.26493(W)     ADJUSTED  
 HC0850* NAVD 88     -                                                        
 HC0850  ___________________________________________________________________
 HC0850  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HC0850  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HC0850
 HC0850  HORZ ORDER  -  THIRD
 HC0850
 HC0850.The horizontal coordinates were established by classical geodetic methods
 HC0850.and adjusted by the National Geodetic Survey in February 2000..
 HC0850
 HC0850
 HC0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0850
 HC0850.The geoid height was determined by GEOID03.
 HC0850
 HC0850;                    North         East     Units Scale Factor Converg.
 HC0850;SPC MO C     -   164,980.017   547,584.456   MT  0.99996122   +0 19 31.7
 HC0850;UTM  15      - 4,130,756.849   591,871.285   MT  0.99970397   +0 37 43.1
 HC0850
 HC0850                          SUPERSEDED SURVEY CONTROL
 HC0850
 HC0850  NAD 83(1986)-  37 19 08.14640(N)    091 57 47.26295(W) AD(       ) 4
 HC0850  NAD 27      -  37 19 07.96000(N)    091 57 46.69000(W) AD(       ) 3
 HC0850
 HC0850.Superseded values are not recommended for survey control.
 HC0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0850.See file dsdata.txt to determine how the superseded data were derived.
 HC0850
 HC0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9187130757(NAD 83)
 HC0850_MARKER: 53 = ELEVATED TANK
 HC0850
 HC0850  HISTORY     - Date     Condition        Report By
 HC0850  HISTORY     - 1939     FIRST OBSERVED   CGS
 HC0850  HISTORY     - 1978     SEE DESCRIPTION  NGS
 HC0850
 HC0850                          STATION DESCRIPTION
 HC0850
 HC0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0850'THE POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL
 HC0850'WATER TANK OF THE CITY OF HOUSTON.  THE TANK, A STEEL
 HC0850'STRUCTURE, PAINTED ALUMINUM, IS APPROXIMATELY 125 HIGH.  THE
 HC0850'STATION WAS NOT VISITED.
 HC0850'
 HC0850'OBSERVED UPON FROM TRIANGULATION STATIONS VADA AND SUCCESS.
 HC0850
 HC0850                          STATION RECOVERY (1978)
 HC0850
 HC0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HC0850'THE STATION IS BEING TORN DOWN AT THE PRESENT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0852 ***********************************************************************
 HC0852  DESIGNATION -  HOUSTON RADIO MAST
 HC0852  PID         -  HC0852
 HC0852  STATE/COUNTY-  MO/TEXAS
 HC0852  USGS QUAD   -  HOUSTON (1981)
 HC0852
 HC0852                         *CURRENT SURVEY CONTROL
 HC0852  ___________________________________________________________________
 HC0852* NAD 83(1997)-  37 19 45.30236(N)    091 53 56.18875(W)     ADJUSTED  
 HC0852* NAVD 88     -                                                        
 HC0852  ___________________________________________________________________
 HC0852  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HC0852  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HC0852
 HC0852  HORZ ORDER  -  THIRD
 HC0852
 HC0852.The horizontal coordinates were established by classical geodetic methods
 HC0852.and adjusted by the National Geodetic Survey in February 2000..
 HC0852.No horizontal observational check was made to the station.
 HC0852
 HC0852
 HC0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0852
 HC0852.The geoid height was determined by GEOID03.
 HC0852
 HC0852;                    North         East     Units Scale Factor Converg.
 HC0852;SPC MO C     -   166,160.052   553,266.378   MT  0.99996827   +0 21 52.2
 HC0852;UTM  15      - 4,131,966.628   597,545.440   MT  0.99971721   +0 40 03.8
 HC0852
 HC0852                          SUPERSEDED SURVEY CONTROL
 HC0852
 HC0852  NAD 83(1986)-  37 19 45.31426(N)    091 53 56.18700(W) AD(       ) 4
 HC0852  NAD 27      -  37 19 45.14411(N)    091 53 55.63495(W) AD(       ) 3
 HC0852
 HC0852.Superseded values are not recommended for survey control.
 HC0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0852.See file dsdata.txt to determine how the superseded data were derived.
 HC0852
 HC0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9754531967(NAD 83)
 HC0852_MARKER: 42 = RADIO/TV MAST
 HC0852
 HC0852  HISTORY     - Date     Condition        Report By
 HC0852  HISTORY     - 1978     FIRST OBSERVED   NGS
 HC0852
 HC0852                          STATION DESCRIPTION
 HC0852
 HC0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HC0852'THE STATION IS THE RED LIGHT ATOP THE TEXAS COMPANY
 HC0852'RADIO MAST KBTC.  IT IS A GUYED MAST, PAINTED ALTERNATELY
 HC0852'RED AND WHITE AND IS APPROXIMATELY 300 FEET IN HEIGHT.
 HC0852'
 HC0852'LOCATED ABOUT 3-1/2 MILES WEST OF RAYMONDVILLE, 3 MILES EAST
 HC0852'OF HOUSTON AND ON THE NORTH SIDE OF COUNTY ROAD B.
 HC0852'
 HC0852'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 137 AND COUNTY
 HC0852'ROAD B WHICH IS ABOUT 1 MILE WEST OF RAYMONDVILLE, GO WEST
 HC0852'ON COUNTY ROAD B FOR 2.85 MILES TO THE MAST ON THE RIGHT.
 HC0852'
 HC0852'THERE IS NO CHECK ON THIS POSITION AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0858 ***********************************************************************
 HC0858  DESIGNATION -  HOUSTON S MUN STANDPIPE
 HC0858  PID         -  HC0858
 HC0858  STATE/COUNTY-  MO/TEXAS
 HC0858  USGS QUAD   -  HOUSTON (1981)
 HC0858
 HC0858                         *CURRENT SURVEY CONTROL
 HC0858  ___________________________________________________________________
 HC0858* NAD 83(1997)-  37 18 27.56172(N)    091 57 48.75653(W)     ADJUSTED  
 HC0858* NAVD 88     -                                                        
 HC0858  ___________________________________________________________________
 HC0858  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HC0858  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 HC0858
 HC0858  HORZ ORDER  -  THIRD
 HC0858
 HC0858.The horizontal coordinates were established by classical geodetic methods
 HC0858.and adjusted by the National Geodetic Survey in February 2000..
 HC0858
 HC0858
 HC0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0858
 HC0858.The geoid height was determined by GEOID03.
 HC0858
 HC0858;                    North         East     Units Scale Factor Converg.
 HC0858;SPC MO C     -   163,729.071   547,554.831   MT  0.99996118   +0 19 30.5
 HC0858;UTM  15      - 4,129,506.085   591,848.284   MT  0.99970392   +0 37 41.6
 HC0858
 HC0858                          SUPERSEDED SURVEY CONTROL
 HC0858
 HC0858  NAD 83(1986)-  37 18 27.57380(N)    091 57 48.75491(W) AD(       ) 4
 HC0858  NAD 27      -  37 18 27.40264(N)    091 57 48.19292(W) AD(       ) 3
 HC0858
 HC0858.Superseded values are not recommended for survey control.
 HC0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0858.See file dsdata.txt to determine how the superseded data were derived.
 HC0858
 HC0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9184829506(NAD 83)
 HC0858_MARKER: 52 = STANDPIPE TANK
 HC0858
 HC0858  HISTORY     - Date     Condition        Report By
 HC0858  HISTORY     - 1978     FIRST OBSERVED   NGS
 HC0858
 HC0858                          STATION DESCRIPTION
 HC0858
 HC0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HC0858'THE STATION IS THE APEX OF THE VENT ATOP THE HOUSTON
 HC0858'SOUTH MUNICIPAL WATER STANDPIPE.  THE STANDPIPE HAS
 HC0858'A CYLINDRICAL BODY, SILVER IN COLOR AND APPROXIMATELY
 HC0858'80 FEET IN HEIGHT.
 HC0858'
 HC0858'LOCATED IN THE SOUTHERN SECTION OF HOUSTON AND ON THE
 HC0858'WEST SIDE OF U.S. HIGHWAY 63.
 HC0858'
 HC0858'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 63 AND STATE
 HC0858'HIGHWAY 17 IN HOUSTON, GO SOUTH ON U.S. HIGHWAY 63 FOR 0.55
 HC0858'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT ON POWER STREET AND
 HC0858'GO 0.1 MILE TO THE STANDPIPE ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0855 ***********************************************************************
 HC0855  DESIGNATION -  HOUSTON W MUN STANDPIPE
 HC0855  PID         -  HC0855
 HC0855  STATE/COUNTY-  MO/TEXAS
 HC0855  USGS QUAD   -  HOUSTON (1981)
 HC0855
 HC0855                         *CURRENT SURVEY CONTROL
 HC0855  ___________________________________________________________________
 HC0855* NAD 83(1997)-  37 20 25.17680(N)    091 56 47.37706(W)     ADJUSTED  
 HC0855* NAVD 88     -                                                        
 HC0855  ___________________________________________________________________
 HC0855  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HC0855  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HC0855
 HC0855  HORZ ORDER  -  THIRD
 HC0855
 HC0855.The horizontal coordinates were established by classical geodetic methods
 HC0855.and adjusted by the National Geodetic Survey in February 2000..
 HC0855
 HC0855
 HC0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0855
 HC0855.The geoid height was determined by GEOID03.
 HC0855
 HC0855;                    North         East     Units Scale Factor Converg.
 HC0855;SPC MO C     -   167,363.521   549,045.010   MT  0.99996295   +0 20 08.6
 HC0855;UTM  15      - 4,133,147.436   593,318.832   MT  0.99970727   +0 38 20.6
 HC0855
 HC0855                          SUPERSEDED SURVEY CONTROL
 HC0855
 HC0855  NAD 83(1986)-  37 20 25.18873(N)    091 56 47.37561(W) AD(       ) 4
 HC0855  NAD 27      -  37 20 25.01944(N)    091 56 46.81359(W) AD(       ) 3
 HC0855
 HC0855.Superseded values are not recommended for survey control.
 HC0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0855.See file dsdata.txt to determine how the superseded data were derived.
 HC0855
 HC0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9331933147(NAD 83)
 HC0855_MARKER: 52 = STANDPIPE TANK
 HC0855
 HC0855  HISTORY     - Date     Condition        Report By
 HC0855  HISTORY     - 1978     FIRST OBSERVED   NGS
 HC0855
 HC0855                          STATION DESCRIPTION
 HC0855
 HC0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HC0855'THE STATION IS THE APEX OF THE VENT ATOP THE HOUSTON
 HC0855'WEST MUNICIPAL WATER STANDPIPE.  THE STANDPIPE HAS A
 HC0855'CYLINDRICAL BODY, SILVER IN COLOR AND APPROXIMATELY
 HC0855'90 FEET IN HEIGHT.
 HC0855'
 HC0855'LOCATED IN THE NORTHERN SECTION OF HOUSTON AND ON THE
 HC0855'EAST SIDE OF FOREST STREET.
 HC0855'
 HC0855'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 63 AND STATE
 HC0855'HIGHWAY 17 IN HOUSTON, GO NORTH ON U.S. HIGHWAY 63 FOR
 HC0855'1.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.7
 HC0855'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT ON FOREST STREET
 HC0855'AND GO 0.05 MILE TO THE STANDPIPE ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2667 ***********************************************************************
 JD2667  DESIGNATION -  HOUSTONIA P E PIPELINE CO TWR
 JD2667  PID         -  JD2667
 JD2667  STATE/COUNTY-  MO/PETTIS
 JD2667  USGS QUAD   -  HUGHESVILLE (1973)
 JD2667
 JD2667                         *CURRENT SURVEY CONTROL
 JD2667  ___________________________________________________________________
 JD2667* NAD 83(1997)-  38 50 16.87832(N)    093 22 00.98439(W)     ADJUSTED  
 JD2667* NAVD 88     -                                                        
 JD2667  ___________________________________________________________________
 JD2667  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 JD2667  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD2667
 JD2667  HORZ ORDER  -  THIRD
 JD2667
 JD2667.The horizontal coordinates were established by classical geodetic methods
 JD2667.and adjusted by the National Geodetic Survey in February 2000..
 JD2667
 JD2667
 JD2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2667
 JD2667.The geoid height was determined by GEOID03.
 JD2667
 JD2667;                    North         East     Units Scale Factor Converg.
 JD2667;SPC MO C     -   333,807.264   424,733.566   MT  1.00000307   -0 32 37.3
 JD2667;SPC MO W     -   297,078.641   948,371.898   MT  1.00006030   +0 42 38.2
 JD2667;UTM  15      - 4,298,865.886   468,153.648   MT  0.99961249   -0 13 48.4
 JD2667
 JD2667                          SUPERSEDED SURVEY CONTROL
 JD2667
 JD2667  NAD 83(1997)-  38 50 16.88265(N)    093 22 00.98537(W) AD(       ) 4
 JD2667  NAD 83(1986)-  38 50 16.88638(N)    093 22 00.98510(W) AD(       ) 4
 JD2667  NAD 27      -  38 50 16.82474(N)    093 22 00.23547(W) AD(       ) 3
 JD2667
 JD2667.Superseded values are not recommended for survey control.
 JD2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2667.See file dsdata.txt to determine how the superseded data were derived.
 JD2667
 JD2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC6815498866(NAD 83)
 JD2667_MARKER: 45 = MICROWAVE TOWER
 JD2667
 JD2667  HISTORY     - Date     Condition        Report By
 JD2667  HISTORY     - 1962     FIRST OBSERVED   CGS
 JD2667
 JD2667                          STATION DESCRIPTION
 JD2667
 JD2667'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 JD2667'THE CENTER TOP OF THE TRIANGULAR STEEL TOWER, LOCATED ABOUT
 JD2667'8 MILES WEST OF U.S. HIGHWAY 65, 5-1/2 MILES NORTH OF U.S.
 JD2667'HIGHWAY 50, 4-1/2 MILES SOUTH OF HOUSTONIA, 0.6 MILE SOUTH
 JD2667'OF THE PANHANDLE EASTERN PIPELINE CO., HOUSTONIA STATION
 JD2667'WATER TANK AND ON THE EAST SIDE OF COUNTY ROAD T.
 JD2667'
 JD2667'THE TOWER IS 200 FEET HIGH, PAINTED RED AND WHITE WITH TWO
 JD2667'FLAT SILVER-COLORED REFLECTORS AT THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0881 ***********************************************************************
 HE0881  DESIGNATION -  HOWARD
 HE0881  PID         -  HE0881
 HE0881  STATE/COUNTY-  MO/VERNON
 HE0881  USGS QUAD   -  HARWOOD (1991)
 HE0881
 HE0881                         *CURRENT SURVEY CONTROL
 HE0881  ___________________________________________________________________
 HE0881* NAD 83(1997)-  37 57 48.91047(N)    094 13 38.52157(W)     ADJUSTED  
 HE0881* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 HE0881  ___________________________________________________________________
 HE0881  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HE0881  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 HE0881
 HE0881  HORZ ORDER  -  SECOND
 HE0881
 HE0881.The horizontal coordinates were established by classical geodetic methods
 HE0881.and adjusted by the National Geodetic Survey in February 2000..
 HE0881
 HE0881.The orthometric height was scaled from a topographic map.
 HE0881
 HE0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0881
 HE0881.The geoid height was determined by GEOID03.
 HE0881
 HE0881;                    North         East     Units Scale Factor Converg.
 HE0881;SPC MO W     -   199,443.470   873,956.467   MT  0.99994824   +0 10 03.8
 HE0881;UTM  15      - 4,202,485.289   392,185.160   MT  0.99974317   -0 45 18.4
 HE0881
 HE0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0881!SPC MO W     -   0.99995835  x   0.99994824  =   0.99990659
 HE0881!UTM  15      -   0.99995835  x   0.99974317  =   0.99970153
 HE0881
 HE0881|---------------------------------------------------------------------|
 HE0881| PID    Reference Object                     Distance      Geod. Az  |
 HE0881|                                                           dddmmss.s |
 HE0881| CN6433 HOWARD RM 1                          26.380 METERS 07015     |
 HE0881| CN6432 HOWARD AZ MK                                       2724303.5 |
 HE0881| CN6434 HOWARD RM 2                          14.168 METERS 32101     |
 HE0881| CN6435 HOWARD RM 3                          18.904 METERS 33337     |
 HE0881|---------------------------------------------------------------------|
 HE0881
 HE0881                          SUPERSEDED SURVEY CONTROL
 HE0881
 HE0881  NAD 83(1997)-  37 57 48.91072(N)    094 13 38.52154(W) AD(       ) 2
 HE0881  NAD 83(1997)-  37 57 48.91976(N)    094 13 38.52059(W) AD(       ) 2
 HE0881  NAD 83(1986)-  37 57 48.92049(N)    094 13 38.51891(W) AD(       ) 2
 HE0881  NAD 27      -  37 57 48.79710(N)    094 13 37.70680(W) AD(       ) 2
 HE0881
 HE0881.Superseded values are not recommended for survey control.
 HE0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0881.See file dsdata.txt to determine how the superseded data were derived.
 HE0881
 HE0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9218502485(NAD 83)
 HE0881_MARKER: DS = TRIANGULATION STATION DISK
 HE0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0881
 HE0881  HISTORY     - Date     Condition        Report By
 HE0881  HISTORY     - 1948     MONUMENTED       CGS
 HE0881  HISTORY     - 1963     GOOD             CGS
 HE0881
 HE0881                          STATION DESCRIPTION
 HE0881
 HE0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0881'THE STATION IS LOCATED ON THE CREST OF A HIGH NORTH-SOUTH
 HE0881'RIDGE, ABOUT 11 MILES NORTHEAST OF NEVADA, 4 MILES NORTH OF
 HE0881'WALKER, 19 FEET SOUTH OF THE CENTER OF A ROAD, 10.8 FEET
 HE0881'NORTH-NORTHEAST OF A WITNESS POST, AND 9.5 FEET NORTH OF AN
 HE0881'EAST-WEST FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED HOWARD
 HE0881'1948.
 HE0881'
 HE0881'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE CENTER OF A ROAD AND
 HE0881'1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED
 HE0881'HOWARD NO 1 1948.
 HE0881'
 HE0881'REFERENCE MARK NO. 2 IS 14.5 FEET NORTH OF THE CENTER OF
 HE0881'A ROAD AND IS DIRECTLY UNDER AN EAST-WEST FENCE.  IT PROJECTS
 HE0881'3 INCHES AND IS STAMPED HOWARD NO 2 1948.
 HE0881'
 HE0881'AZIMUTH MARK IS 44 FEET SOUTHEAST OF THE CENTER OF A T ROAD
 HE0881'INTERSECTION, 27 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD,
 HE0881'4 FEET SOUTH OF A WITNESS POST, AND 1.0 FOOT WEST OF A WIRE
 HE0881'FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED HOWARD 1948.
 HE0881'
 HE0881'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WALKER, GO
 HE0881'NORTH ON COUNTY ROUTE C FOR 2.2 MILES, TO WHERE ROUTE C CURVES TO
 HE0881'THE RIGHT, TURN LEFT AND GO WEST FOR 0.8 MILE, TURN RIGHT
 HE0881'AND GO NORTH FOR 1.8 MILES TO A T ROAD LEFT AND HOWARD SCHOOL
 HE0881'ON THE LEFT, CONTINUE NORTH FOR 0.4 MILE TO A T ROAD RIGHT,
 HE0881'AZIMUTH MARK ON RIGHT AS DESCRIBED, TURN RIGHT AND GO EAST FOR
 HE0881'1.0 MILE TO THE TOP OF A RIDGE AND THE STATION ON THE RIGHT.
 HE0881'
 HE0881'AN 87 FOOT SIGNAL AT PENCE IS VISIBLE AT 37 FEET.
 HE0881'
 HE0881'A 74 FOOT SIGNAL AT PANAMA IS VISIBLE AT 37 FEET.
 HE0881'
 HE0881'AN 87 FOOT SIGNAL AT HAPPY IS VISIBLE AT 37 FEET.
 HE0881'
 HE0881'AN 87 FOOT SIGNAL AT HAMMER IS VISIBLE AT 50 FEET.
 HE0881'
 HE0881'AN 87 FOOT SIGNAL AT ROCKVILLE IS VISIBLE AT 50 FEET.
 HE0881'
 HE0881'A 74 FOOT SIGNAL AT LOGAN IS VISIBLE AT 37 FEET.
 HE0881'
 HE0881'A 74 FOOT SIGNAL AT TUFF IS VISIBLE AT 4 FEET.
 HE0881'
 HE0881'A 74 FOOT SIGNAL AT BEVER 1939 IS VISIBLE AT 4 FEET.
 HE0881'
 HE0881'A 74 FOOT SIGNAL AT MILO 1934 IS VISIBLE AT 50 FEET.
 HE0881'
 HE0881'A 74 FOOT SIGNAL AT NEVADA AIRPORT IS VISIBLE AT 15 FEET.
 HE0881'
 HE0881'A 74 FOOT SIGNAL AT WARE 1934 IS VISIBLE AT 37 FEET.
 HE0881'
 HE0881'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HE0881
 HE0881                          STATION RECOVERY (1963)
 HE0881
 HE0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 HE0881'THE STATION, R.M. NO 1 AND AZIMUTH MARK WERE RECOVERED AS
 HE0881'DESCRIBED AND FOUND IN GOOD CONDITION.  R.M. 3 WAS SET AND
 HE0881'STAMPED, HOWARD NO 3 1948.
 HE0881'
 HE0881'A NEW WITNESS POST WAS SET 9.9 FEET SOUTHEAST OF STATION, 68.2
 HE0881'FEET SOUTHEAST OF R.M. 3 AND 95.6 FEET WEST-SOUTHWEST OF R.M.
 HE0881'1.
 HE0881'
 HE0881'THE 1948 DESCRIPTION IS ADEQUATE TO REACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2601 ***********************************************************************
 JD2601  DESIGNATION -  HOWARD
 JD2601  PID         -  JD2601
 JD2601  STATE/COUNTY-  MO/HOWARD
 JD2601  USGS QUAD   -  ROCHEPORT (1979)
 JD2601
 JD2601                         *CURRENT SURVEY CONTROL
 JD2601  ___________________________________________________________________
 JD2601* NAD 83(1997)-  38 59 46.45348(N)    092 36 08.84306(W)     ADJUSTED  
 JD2601* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 JD2601  ___________________________________________________________________
 JD2601  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JD2601  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JD2601
 JD2601  HORZ ORDER  -  SECOND
 JD2601
 JD2601.The horizontal coordinates were established by classical geodetic methods
 JD2601.and adjusted by the National Geodetic Survey in February 2000..
 JD2601
 JD2601.The orthometric height was scaled from a topographic map.
 JD2601
 JD2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2601
 JD2601.The geoid height was determined by GEOID03.
 JD2601
 JD2601;                    North         East     Units Scale Factor Converg.
 JD2601;SPC MO C     -   351,018.072   491,124.691   MT  0.99993430   -0 03 52.1
 JD2601;UTM  15      - 4,316,434.163   534,425.878   MT  0.99961459   +0 15 00.6
 JD2601
 JD2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2601!SPC MO C     -   0.99996827  x   0.99993430  =   0.99990257
 JD2601!UTM  15      -   0.99996827  x   0.99961459  =   0.99958287
 JD2601
 JD2601|---------------------------------------------------------------------|
 JD2601| PID    Reference Object                     Distance      Geod. Az  |
 JD2601|                                                           dddmmss.s |
 JD2601| CN6437 HOWARD RM 1                          17.390 METERS 07902     |
 JD2601| CN6436 HOWARD AZ MK                                       0801227.5 |
 JD2601| CN6438 HOWARD RM 2                          38.993 METERS 23032     |
 JD2601|---------------------------------------------------------------------|
 JD2601
 JD2601                          SUPERSEDED SURVEY CONTROL
 JD2601
 JD2601  NAD 83(1986)-  38 59 46.46224(N)    092 36 08.84644(W) AD(       ) 2
 JD2601  NAD 27      -  38 59 46.34240(N)    092 36 08.19140(W) AD(       ) 2
 JD2601
 JD2601.Superseded values are not recommended for survey control.
 JD2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2601.See file dsdata.txt to determine how the superseded data were derived.
 JD2601
 JD2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD3442616434(NAD 83)
 JD2601_MARKER: DS = TRIANGULATION STATION DISK
 JD2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2601
 JD2601  HISTORY     - Date     Condition        Report By
 JD2601  HISTORY     - 1949     MONUMENTED       CGS
 JD2601
 JD2601                          STATION DESCRIPTION
 JD2601
 JD2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2601'STATION IS LOCATED ABOUT 7 MILES EAST NORTHEAST OF BOONVILLE JUST
 JD2601'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 JD2601'240 ON THE HIGHWAY RIGHT OF WAY.  STATION IS 100 FEET SOUTH
 JD2601'OF THE CENTERLINE OF U.S. HIGHWAY 40 AND 10 FEET NORTH OF
 JD2601'FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 JD2601'STAMPED HOWARD 1949.
 JD2601'
 JD2601'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF FENCELINE.  THE MARK
 JD2601'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED HOWARD NO 1 1949.
 JD2601'
 JD2601'REFERENCE MARK NO. 2 IS 14 FEET EAST OF THE APPROXIMATE CENTERLINE
 JD2601'OF A TRACK ROAD AND IS IN FENCELINE.  THE MARK PROJECTS ABOUT 6
 JD2601'INCHES AND THE DISK IS STAMPED HOWARD NO 2 1949.
 JD2601'
 JD2601'AZIMUTH MARK IS 62 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JD2601'SMALL HOUSE, 1.5 FEET WEST OF WITNESS POST AND 0.5 FOOT SOUTH
 JD2601'OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 JD2601'STAMPED HOWARD 1949.
 JD2601'
 JD2601'TO REACH FROM THE COURTHOUSE IN BOONVILLE GO NORTH AND EASTERLY
 JD2601'ON U.S. HIGHWAY 40 FOR 9.4 MILES TO STATION ON RIGHT OR SOUTH
 JD2601'SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE EAST FOR 0.55 MILE TO
 JD2601'DEEP CUT AND AZIMUTH MARK ON HIGH BANK ON LEFT OR NORTH SIDE
 JD2601'OF HIGHWAY AS DESCRIBED.
 JD2601'
 JD2601'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1713 ***********************************************************************
 JC1713  DESIGNATION -  HOWARD
 JC1713  PID         -  JC1713
 JC1713  STATE/COUNTY-  MO/ST LOUIS
 JC1713  USGS QUAD   -  CHESTERFIELD (1994)
 JC1713
 JC1713                         *CURRENT SURVEY CONTROL
 JC1713  ___________________________________________________________________
 JC1713* NAD 83(1997)-  38 40 34.13705(N)    090 31 55.38316(W)     ADJUSTED  
 JC1713* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 JC1713  ___________________________________________________________________
 JC1713  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 JC1713  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JC1713
 JC1713  HORZ ORDER  -  FIRST
 JC1713
 JC1713.The horizontal coordinates were established by classical geodetic methods
 JC1713.and adjusted by the National Geodetic Survey in February 2000..
 JC1713
 JC1713.The orthometric height was scaled from a topographic map.
 JC1713
 JC1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1713
 JC1713.The geoid height was determined by GEOID03.
 JC1713
 JC1713;                    North         East     Units Scale Factor Converg.
 JC1713;SPC MO E     -   315,482.223   247,211.122   MT  0.99993343   -0 01 12.1
 JC1713;SPC IL W     -   223,083.296   668,206.124   MT  0.99995362   -0 13 42.0
 JC1713;SPC IL W     -   731,899.11  2,192,272.93   sFT  0.99995362   -0 13 42.0
 JC1713;UTM  15      - 4,283,729.972   714,689.479   MT  1.00016762   +1 32 34.3
 JC1713
 JC1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1713!SPC MO E     -   0.99997086  x   0.99993343  =   0.99990430
 JC1713!SPC IL W     -   0.99997086  x   0.99995362  =   0.99992449
 JC1713!UTM  15      -   0.99997086  x   1.00016762  =   1.00013848
 JC1713
 JC1713:                Primary Azimuth Mark                     Grid Az
 JC1713:SPC MO E     -  GANAHL                                   203 34 21.7
 JC1713:SPC IL W     -  GANAHL                                   203 46 51.6
 JC1713:UTM  15      -  GANAHL                                   202 00 35.3
 JC1713
 JC1713|---------------------------------------------------------------------|
 JC1713| PID    Reference Object                     Distance      Geod. Az  |
 JC1713|                                                           dddmmss.s |
 JC1713| JC1715 GANAHL                              APPROX. 8.0 KM 2033309.6 |
 JC1713|---------------------------------------------------------------------|
 JC1713
 JC1713                          SUPERSEDED SURVEY CONTROL
 JC1713
 JC1713  NAD 83(1997)-  38 40 34.13798(N)    090 31 55.38281(W) AD(       ) 1
 JC1713  NAD 83(1986)-  38 40 34.15356(N)    090 31 55.37944(W) AD(       ) 1
 JC1713  NAD 27      -  38 40 33.96300(N)    090 31 54.94000(W) AD(       ) 1
 JC1713
 JC1713.Superseded values are not recommended for survey control.
 JC1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1713.See file dsdata.txt to determine how the superseded data were derived.
 JC1713
 JC1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1468983730(NAD 83)
 JC1713_MARKER: Z = SEE DESCRIPTION
 JC1713_SETTING: 0 = UNSPECIFIED SETTING
 JC1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1713
 JC1713  HISTORY     - Date     Condition        Report By
 JC1713  HISTORY     - 1887     MONUMENTED       MORC
 JC1713  HISTORY     - 1931     GOOD             CGS
 JC1713  HISTORY     - 1959     GOOD             CGS
 JC1713  HISTORY     - 1962     GOOD             MOHC
 JC1713  HISTORY     - 1971     POOR             LOCENG
 JC1713
 JC1713                          STATION DESCRIPTION
 JC1713
 JC1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 JC1713'ON BLUFF SOUTH OF MISSOURI RIVER, ABOUT 2-1/2 MILES NORTHEAST
 JC1713'OF BELLEFONTAINE, 2-1/2 MILES SOUTHWEST OF CREVE COEUR LAKE,
 JC1713'AND ABOUT 46 METERS (131 FEET) NORTH OF OLD CISTERN NEAR
 JC1713'FALLEN-DOWN HOUSE.  TO REACH FROM BELLEFONTAINE, GO EAST 1.8
 JC1713'MILES ON PATTONVILLE ROAD TO TOP OF HILL WITH LARGE STANDARD
 JC1713'OIL CO. SIGNBOARD ON LEFT, TURN LEFT ONTO DIRT LAND THROUGH CUT,
 JC1713'AND FOLLOW NORTHWEST 200 YARDS TO STATION SITE.  MARK IS MISSOURI
 JC1713'RIVER COMMISSION IRON PIPE AND CAP PROJECTING ABOUT 8 INCHES
 JC1713'ABOVE SURFACE OF GROUND.  BEARINGS FROM STATION ARE-
 JC1713'STANDPIPE AT MORGAN, S 88 DEG 27 MIN E, STANDPIPE AT
 JC1713'KIRKWOOD, S 50 DEG 13 MIN E, AND COURTHOUSE AT ST.
 JC1713'CHARLES, N 19 DEG 54 MIN E.  MISSOURI RIVER COMMISSION
 JC1713'STATION ST. CHARLES AT ST. CHARLES IS N 12 DEG 34 MIN E.
 JC1713
 JC1713                          STATION RECOVERY (1959)
 JC1713
 JC1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 JC1713'STATION RECOVERD IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 JC1713
 JC1713                          STATION RECOVERY (1962)
 JC1713
 JC1713'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1962
 JC1713'STATION WAS FOUND IN GOOD CONDITION.
 JC1713
 JC1713                          STATION RECOVERY (1971)
 JC1713
 JC1713'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HCK)
 JC1713'NO STAMP - MISSOURI.
 JC1713'
 JC1713'CAP LOOSE ALTHOUGH NOT REMOVABLE.
 JC1713'
 JC1713'RIVER COMMISSION CAST IN CAP ON PIPE PROJECTING 6 INCHES.
 JC1713'
 JC1713'STATION IS 446 FEET NORTH OF CENTERLINE OF OLIVE STREET ROAD, AND
 JC1713'25.6 FEET MORE OR LESS EAST OF THE CENTERLINE OF THE WEST PAVEMENT
 JC1713'OF THE DIVIDED PAVEMENTS AT MONTERRA DRIVE ON THE SOUTH SIDE OF
 JC1713'OLIVE STREET ROAD, EXTENDED TO THE MARK.  MARK IS IN MIDDLE OF
 JC1713'OPEN FIELD SURROUNDED BY LARGE TREES WHICH MAKE IT IMPOSSIBLE TO
 JC1713'OBTAIN ANY ACCURATE READINGS TO AZIMUTH MARKS ALTHOUGH THE ST.
 JC1713'CHARLES CATHOLIC CHURCH AND COURTHOUSE ARE FAINTLY VISIBLE
 JC1713'THROUGH THE TREES.
 JC1713'
 JC1713'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES SOUTHWEST OF
 JC1713'CREVE COEUR LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0871 ***********************************************************************
 HC0871  DESIGNATION -  HOWE
 HC0871  PID         -  HC0871
 HC0871  STATE/COUNTY-  MO/DENT
 HC0871  USGS QUAD   -  SALEM (1981)
 HC0871
 HC0871                         *CURRENT SURVEY CONTROL
 HC0871  ___________________________________________________________________
 HC0871* NAD 83(1997)-  37 41 58.89246(N)    091 31 00.26403(W)     ADJUSTED  
 HC0871* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 HC0871  ___________________________________________________________________
 HC0871  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 HC0871  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 HC0871
 HC0871  HORZ ORDER  -  FIRST
 HC0871
 HC0871.The horizontal coordinates were established by classical geodetic methods
 HC0871.and adjusted by the National Geodetic Survey in February 2000..
 HC0871
 HC0871.The orthometric height was scaled from a topographic map.
 HC0871
 HC0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0871
 HC0871.The geoid height was determined by GEOID03.
 HC0871
 HC0871;                    North         East     Units Scale Factor Converg.
 HC0871;SPC MO E     -   207,588.730   160,339.064   MT  1.00003232   -0 37 18.5
 HC0871;SPC MO C     -   207,557.215   586,708.435   MT  1.00002591   +0 36 04.8
 HC0871;UTM  15      - 4,173,531.268   630,759.240   MT  0.99981060   +0 54 25.8
 HC0871
 HC0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0871!SPC MO E     -   0.99994321  x   1.00003232  =   0.99997553
 HC0871!SPC MO C     -   0.99994321  x   1.00002591  =   0.99996912
 HC0871!UTM  15      -   0.99994321  x   0.99981060  =   0.99975382
 HC0871
 HC0871:                Primary Azimuth Mark                     Grid Az
 HC0871:SPC MO E     -  HOWE AZ MK                               022 45 54.3
 HC0871:SPC MO C     -  HOWE AZ MK                               021 32 31.0
 HC0871:UTM  15      -  HOWE AZ MK                               021 14 10.0
 HC0871
 HC0871|---------------------------------------------------------------------|
 HC0871| PID    Reference Object                     Distance      Geod. Az  |
 HC0871|                                                           dddmmss.s |
 HC0871| CN6439 HOWE AZ MK                                         0220835.8 |
 HC0871| CN6440 HOWE RM 1                            44.857 METERS 05452     |
 HC0871| CN6441 HOWE RM 2                            37.597 METERS 14432     |
 HC0871| HC0697 GROGAN                              APPROX.16.0 KM 1753631.8 |
 HC0871| HC0873 SALEM MUNICIPAL TANK                APPROX. 6.7 KM 1950443.2 |
 HC0871| HC0872 SALEM MUNICIPAL TANK LIGHT          APPROX. 6.7 KM 1950501.5 |
 HC0871|---------------------------------------------------------------------|
 HC0871
 HC0871                          SUPERSEDED SURVEY CONTROL
 HC0871
 HC0871  NAD 83(1986)-  37 41 58.90724(N)    091 31 00.26202(W) AD(       ) 1
 HC0871  NAD 27      -  37 41 58.75200(N)    091 30 59.72800(W) AD(       ) 1
 HC0871
 HC0871.Superseded values are not recommended for survey control.
 HC0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0871.See file dsdata.txt to determine how the superseded data were derived.
 HC0871
 HC0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB3075973531(NAD 83)
 HC0871_MARKER: DS = TRIANGULATION STATION DISK
 HC0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0871
 HC0871  HISTORY     - Date     Condition        Report By
 HC0871  HISTORY     - 1934     MONUMENTED       CGS
 HC0871  HISTORY     - 1947     GOOD             CGS
 HC0871
 HC0871                          STATION DESCRIPTION
 HC0871
 HC0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HC0871'ABOUT 4.6 MILES BY ROAD (STATE HIGHWAY 19) NORTH BY EAST OF SALEM,
 HC0871'0.5 MILE SOUTH OF HOWES RAILROAD STATION, ON SUMMIT OF RISE WEST
 HC0871'OF HIGHWAY AND RAILROAD TRACKS. STATION IS ON HIGHEST GROUND, 188
 HC0871'FEET WEST OF CENTER OF TRACKS, ABOUT 40 FEET SOUTH OF ROAD LEADING
 HC0871'INTO WOODS FROM HIGHWAY AND CROSSING TRACKS ABOUT 200 FEET NORTH
 HC0871'OF STATION.  SURFACE MARK IS STANDARD DISK STATION MARK IN
 HC0871'CONCRETE. PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 HC0871'UNDERGROUND MARK IS STANDARD DISK STATION MARK IN BEDROCK, NOTE
 HC0871'8 (A).  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 HC0871'DISKS IN CONCRETE. REFERENCE MARK NO. 1
 HC0871'PROJECTS ABOUT 6 INCHES AND IS ON NORTH SLOPE OF HILL, ABOUT 40
 HC0871'FEET WEST OF TRACKS ABOUY 50 FEET SOUTH OF WOODS ROAD LEADING WEST,
 HC0871'ABOUT 10 FEET WEST OF WOODS ROAD RUNNING ALONG WEST SIDE OF
 HC0871'TRACKS, AND 147.27 FEET FROM STATION.
 HC0871'NO. 2 PROJECTS ABOUT 14 INCHES AND IS ON SOUTH SLOPE OF HILL,
 HC0871'ABOUT 125 FEET WEST OF HIGHWAY 19, ABOUT 50 FEET WEST OF TRACKS,
 HC0871'ABOUT 25 FEET WEST OF WOODS ROAD LEADING SOUTH, AND 123.353
 HC0871'FEET FROM STATION. AZIMUTH
 HC0871'MARK IS ON FENCE LINE ON EAST SIDE OF HIGHWAY, ABOUT 100 FEET
 HC0871'NORTH OF HOUSE, 25 FEET NORTH OF GATE LEADING INTO HOUSE, AND
 HC0871'ABOUT 150 YARDS FROM STATION.
 HC0871
 HC0871                          STATION RECOVERY (1947)
 HC0871
 HC0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0871'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND ALL
 HC0871'MARKS WERE FOUND IN GOOD CONDITION.  DISTANCE TO MARKS WERE CHECKED
 HC0871'AND FOUND TO BE CORRECT WITH THE EXCEPTION OF REFERENCE MARK NO.1,
 HC0871'WHICH IS 147.17 FEET INSTEAD OF 147.27 FEET.
 HC0871'
 HC0871'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HC0871'
 HC0871'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF SALEM,
 HC0871'1/2 MILE SOUTH OF THE RAILROAD STATION AT HOWE, ON TOP OF A RIDGE
 HC0871'WEST OF STATE HIGHWAY 19 AND THE RAILROAD TRACKS, AND 40 FEET SOUTH
 HC0871'OF A TRACK ROAD.  THE DISK IS STAMPED HOWE 1934 AND PROJECTS 10
 HC0871'INCHES.
 HC0871'
 HC0871'REFERENCE MARK NO. 1 IS 147.17 FEET NORTHEAST OF THE STATION, 58
 HC0871'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 26 FEET SOUTH
 HC0871'OF A TELEPHONE POLE, AND 10 FEET WEST OF A TRACK ROAD RUNNING
 HC0871'SOUTH.  THE DISK IS STAMPED HOWE NO 1 1934 AND PROJECTS 6 INCHES.
 HC0871'
 HC0871'REFERENCE MARK NO. 2 IS 123.35 FEET SOUTHEAST OF THE STATION, AND
 HC0871'25 FEET WEST OF THE TRACK ROAD LEADING SOUTH.  THE DISK IS STAMPED
 HC0871'HOWE NO 2 1934 AND PROJECTS 16 INCHES.
 HC0871'
 HC0871'THE AZIMUTH MARK IS APPROXIMATELY 0.1 MILE NORTH-NORTHEAST OF THE
 HC0871'STATION, 59 FEET NORTH OF A DRIVEWAY, 35 FEET EAST OF THE
 HC0871'CENTERLINE OF HIGHWAY 19, AND 1 FOOT EAST OF A FENCE.  IT IS
 HC0871'A STANDARD REFERENCE MARK DISK AND IS STAMPED HOWE AZI 1934 AND
 HC0871'PROJECTS 8 INCHES.
 HC0871'
 HC0871'TO REACH THE STATION FROM THE COURTHOUSE IN SALEM, GO NORTH ON
 HC0871'STATE HIGHWAY 19 FOR 4.8 MILES TO THE TOP OF A SMALL RIDGE AND A
 HC0871'HOUSE ON THE RIGHT.  (THE AZIMUTH MARK IS JUST NORTH OF THE
 HC0871'DRIVEWAY LEADING TO THE HOUSE.) HERE TURN SHARP LEFT, CROSS THE
 HC0871'RAILROAD TRACKS AND FOLLOW THE TRACK ROAD FOR 0.05 MILE TO A
 HC0871'FORK.  TAKE THE RIGHT FORK, GO ABOUT 50 FEET AND TURN LEFT INTO
 HC0871'THE WOODS.  THE STATION IS 40 FEET SOUTH OF THE TRACK ROAD.
 HC0871'
 HC0871'OBSERVATIONS TAKEN FROM A 100 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0925 ***********************************************************************
 GE0925  DESIGNATION -  HOWELL OREGON REA RADIO MAST
 GE0925  PID         -  GE0925
 GE0925  STATE/COUNTY-  MO/HOWELL
 GE0925  USGS QUAD   -  POMONA (1986)
 GE0925
 GE0925                         *CURRENT SURVEY CONTROL
 GE0925  ___________________________________________________________________
 GE0925* NAD 83(1997)-  36 47 50.04603(N)    091 53 52.26180(W)     ADJUSTED  
 GE0925* NAVD 88     -                                                        
 GE0925  ___________________________________________________________________
 GE0925  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 GE0925  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GE0925
 GE0925  HORZ ORDER  -  THIRD
 GE0925
 GE0925.The horizontal coordinates were established by classical geodetic methods
 GE0925.and adjusted by the National Geodetic Survey in February 2000..
 GE0925
 GE0925
 GE0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0925
 GE0925.The geoid height was determined by GEOID03.
 GE0925
 GE0925;                    North         East     Units Scale Factor Converg.
 GE0925;SPC MO C     -   107,121.229   553,737.019   MT  0.99996890   +0 21 38.5
 GE0925;UTM  15      - 4,072,945.882   598,326.437   MT  0.99971911   +0 39 36.8
 GE0925
 GE0925                          SUPERSEDED SURVEY CONTROL
 GE0925
 GE0925  NAD 83(1997)-  36 47 50.04644(N)    091 53 52.26098(W) AD(       ) 4
 GE0925  NAD 83(1986)-  36 47 50.05598(N)    091 53 52.26066(W) AD(       ) 4
 GE0925  NAD 27      -  36 47 49.84000(N)    091 53 51.72000(W) AD(       ) 3
 GE0925
 GE0925.Superseded values are not recommended for survey control.
 GE0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0925.See file dsdata.txt to determine how the superseded data were derived.
 GE0925
 GE0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA9832672946(NAD 83)
 GE0925_MARKER: 42 = RADIO/TV MAST
 GE0925
 GE0925  HISTORY     - Date     Condition        Report By
 GE0925  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE0925  HISTORY     - 1977     GOOD             NGS
 GE0925
 GE0925                          STATION DESCRIPTION
 GE0925
 GE0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0925'THE HOWELL-OREGON REA RADIO MAST IS A STEEL MAST 190 FEET TALL AND
 GE0925'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE CALL
 GE0925'LETTERS ARE KAB 989 AND TRANSMITS ON 47.78 MC.
 GE0925'
 GE0925'TO REACH THE MAST FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND
 GE0925'STATE HIGHWAY 14, APPROXIMATELY 6 MILES NORTH OF WEST PLAINS, GO
 GE0925'WEST ON STATE HIGHWAY 14 FOR 0.1 MILE TO SIDE ROAD RIGHT, TURN
 GE0925'RIGHT AND GO 100 YARDS TO MAST.
 GE0925'
 GE0925'THE POINT OBSERVED UPON WAS THE BLINKING RED LIGHT ON TOP OF
 GE0925'THE MAST.
 GE0925
 GE0925                          STATION RECOVERY (1977)
 GE0925
 GE0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CRL)
 GE0925'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GE0925'
 GE0925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES NNW OF
 GE0925'WEST PLAINS, MISSOURI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1872 ***********************************************************************
 JE1872  DESIGNATION -  HUBACH
 JE1872  PID         -  JE1872
 JE1872  STATE/COUNTY-  MO/CASS
 JE1872  USGS QUAD   -  RAYMORE (1990)
 JE1872
 JE1872                         *CURRENT SURVEY CONTROL
 JE1872  ___________________________________________________________________
 JE1872* NAD 83(1997)-  38 46 54.07992(N)    094 26 06.33486(W)     ADJUSTED  
 JE1872* NAVD 88     -       341.9    (meters)    1122.     (feet)  VERTCON   
 JE1872  ___________________________________________________________________
 JE1872  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JE1872  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JE1872
 JE1872  HORZ ORDER  -  SECOND
 JE1872
 JE1872.The horizontal coordinates were established by classical geodetic methods
 JE1872.and adjusted by the National Geodetic Survey in February 2000..
 JE1872
 JE1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1872
 JE1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1872
 JE1872.The geoid height was determined by GEOID03.
 JE1872
 JE1872;                    North         East     Units Scale Factor Converg.
 JE1872;SPC MO W     -   290,217.357   855,639.564   MT  0.99994157   +0 02 26.4
 JE1872;UTM  15      - 4,293,528.716   375,348.978   MT  0.99979133   -0 53 56.4
 JE1872
 JE1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1872!SPC MO W     -   0.99995142  x   0.99994157  =   0.99989299
 JE1872!UTM  15      -   0.99995142  x   0.99979133  =   0.99974276
 JE1872
 JE1872|---------------------------------------------------------------------|
 JE1872| PID    Reference Object                     Distance      Geod. Az  |
 JE1872|                                                           dddmmss.s |
 JE1872| CN6443 HUBACH RM 1                          14.635 METERS 10847     |
 JE1872| CN6444 HUBACH RM 2                          11.619 METERS 25102     |
 JE1872| JE1871 RAYMORE OWEN GOOD RANCH TANK        APPROX. 4.3 KM 2532204.7 |
 JE1872| CN6442 HUBACH AZ MK                                       2704429.2 |
 JE1872| JE1968 BELTON OLD MUNICIPAL TANK           APPROX. 9.0 KM 2910206.8 |
 JE1872| JE1963 BELTON NEW MUNICIPAL TANK           APPROX. 9.5 KM 2932501.5 |
 JE1872| JE1965 BELTON GEBAUR AFB TANK              APPROX.11.0 KM 2992521.6 |
 JE1872|---------------------------------------------------------------------|
 JE1872
 JE1872                          SUPERSEDED SURVEY CONTROL
 JE1872
 JE1872  NAD 83(1997)-  38 46 54.08001(N)    094 26 06.33479(W) AD(       ) 2
 JE1872  NAD 83(1986)-  38 46 54.08705(N)    094 26 06.33238(W) AD(       ) 2
 JE1872  NAD 27      -  38 46 54.05337(N)    094 26 05.51004(W) AD(       ) 2
 JE1872  NGVD 29 (07/19/86)  341.8    (m)         1121.     (f) VERT ANG       
 JE1872
 JE1872.Superseded values are not recommended for survey control.
 JE1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1872.See file dsdata.txt to determine how the superseded data were derived.
 JE1872
 JE1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC7534993529(NAD 83)
 JE1872_MARKER: DS = TRIANGULATION STATION DISK
 JE1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1872_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1872+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 JE1872
 JE1872  HISTORY     - Date     Condition        Report By
 JE1872  HISTORY     - 1967     MONUMENTED       CGS
 JE1872  HISTORY     - 20040322 GOOD             INDIV
 JE1872  HISTORY     - 20060421 GOOD             INDIV
 JE1872
 JE1872                          STATION DESCRIPTION
 JE1872
 JE1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 JE1872'ABOUT 7 MILES SE OF BELTON, 1.5 MILES SE OF RAYMORE, NEAR THE
 JE1872'SOUTH EDGE AND IN THE WEST HALF OF SEC. 23, T46N, R32W, ABOUT
 JE1872'1.5 MILES SOUTH OF MISSOURI ROUTE 58, AND 1/4 MILE EAST OF
 JE1872'MISSOURI ROUTE J.
 JE1872'
 JE1872'TO REACH FROM THE BELTON EXIT ON U.S. HIGHWAY 71, ABOUT 1 MILE
 JE1872'EAST OF BELTON, GO SOUTH ON HIGHWAY 71 FOR 0.6 MILES TO THE
 JE1872'SOUTHWEST GOLF COURSE ON THE LEFT, CONTINUE FOR 2.0 MILES TO
 JE1872'THE JUNCTION WITH MISSOURI ROUTE 58, TURN LEFT, EAST, AND GO
 JE1872'FOR 3.0 MILES TO RAYMORE, CONTINUE ON ROUTE 58 FOR 0.9 MILES TO
 JE1872'A CROSSROADS, TURN RIGHT, SOUTH, ON MISSOURI ROUTE J FOR 1.5
 JE1872'MILES TO A CROSSROAD, TURN LEFT, EAST, UP A HILL FOR 0.3 MILES
 JE1872'TO A LOCKED GATE ON THE LEFT (OBTAIN KEY FROM FAA) AND THE
 JE1872'STATION.
 JE1872'
 JE1872'STATION MARKS ARE STANDARD DISKS, STAMPED HUBACH 1967.  THE
 JE1872'SURFACE DISK IS SET FLUSH IN A ROUND CONCRETE MONUMENT, 39 FEET
 JE1872'N. OF THE CENTERLINE OF A ROAD, 64 FEET EAST OF THE CENTER OF
 JE1872'A LOCKED GATE, 14 FEET N. OF A METAL WITNESS POST SET IN THE
 JE1872'FENCELINE, 35 FEET SW OF A POWER POLE WITH TRANSFORMER.
 JE1872'
 JE1872'REFERENCE MARK 1, A STANDARD DISK SET IN A CONCRETE MONUMENT, IS
 JE1872'STAMPED HUBACH RM NO. 1, 1967.  IT IS 36 FEET SSE OF A POWER
 JE1872'POLE WITH TRANSFORMER, 24.5 FEET N OF THE ROAD, AND PROJECTS
 JE1872'6 INCHES.
 JE1872'
 JE1872'REFERENCE MARK 2, A STANDARD DISK STAMPED HUBACH RM NO. 2, 1967
 JE1872'IS 29 FEET ESE OF THE CENTER OF A LOCKED GATE, 25 FEET N OF
 JE1872'AN EAST-WEST ROAD, 10.5 FEET E OF A POST AT A JOG IN THE FENCE.
 JE1872'MONUMENT PROJECTS SIX INCHES.
 JE1872'
 JE1872'AZIMUTH MARK IS A STANDARD DISK STAMPED HUBACH 1967, SET
 JE1872'IN A CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK IS
 JE1872'APPROXIMATELY 1/2 MILE WEST OF THE STATION, 25 FEET SOUTH OF
 JE1872'THE EAST-WEST ROAD, 22 FEET EAST OF A DRIVEWAY LEADING SOUTH,
 JE1872'5 FEET EAST OF A FENCE CORNERPOST, 1 FOOT NORTH OF A FENCE.
 JE1872'MONUMENT PROJECTS 4 INCHES.
 JE1872'
 JE1872'HEIGHT OF LIGHT ABOVE STATION MARK 1.65 METERS.
 JE1872
 JE1872                          STATION RECOVERY (2004)
 JE1872
 JE1872'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JWS)
 JE1872'MARK IS IN THE FENCED AREA OF FAA MICROWAVE TOWER ON NORTH SIDE OF
 JE1872'HUBACH HILL ROAD EAST OF J HWY.
 JE1872
 JE1872                          STATION RECOVERY (2006)
 JE1872
 JE1872'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE1872'STATION MARKER, REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH MARKER
 JE1872'ALL FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2625 ***********************************************************************
 JD2625  DESIGNATION -  HUBBARD
 JD2625  PID         -  JD2625
 JD2625  STATE/COUNTY-  MO/MORGAN
 JD2625  USGS QUAD   -  TIPTON (1979)
 JD2625
 JD2625                         *CURRENT SURVEY CONTROL
 JD2625  ___________________________________________________________________
 JD2625* NAD 83(1997)-  38 40 28.31383(N)    092 51 47.53956(W)     ADJUSTED  
 JD2625* NAVD 88     -       294.9    (meters)     968.     (feet)  VERTCON   
 JD2625  ___________________________________________________________________
 JD2625  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 JD2625  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2625
 JD2625  HORZ ORDER  -  FIRST
 JD2625
 JD2625.The horizontal coordinates were established by classical geodetic methods
 JD2625.and adjusted by the National Geodetic Survey in February 2000..
 JD2625
 JD2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2625
 JD2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2625
 JD2625.The geoid height was determined by GEOID03.
 JD2625
 JD2625;                    North         East     Units Scale Factor Converg.
 JD2625;SPC MO C     -   315,364.782   468,395.247   MT  0.99994563   -0 13 37.1
 JD2625;UTM  15      - 4,280,668.893   511,899.359   MT  0.99960174   +0 05 07.7
 JD2625
 JD2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2625!SPC MO C     -   0.99995885  x   0.99994563  =   0.99990449
 JD2625!UTM  15      -   0.99995885  x   0.99960174  =   0.99956061
 JD2625
 JD2625:                Primary Azimuth Mark                     Grid Az
 JD2625:SPC MO C     -  COLE RESET                               110 29 20.5
 JD2625:UTM  15      -  COLE RESET                               110 10 35.7
 JD2625
 JD2625|---------------------------------------------------------------------|
 JD2625| PID    Reference Object                     Distance      Geod. Az  |
 JD2625|                                                           dddmmss.s |
 JD2625| JD2622 COLE RESET                          APPROX.12.6 KM 1101543.4 |
 JD2625| JD2651 SEDALIA CHURCH SPIRE                APPROX.31.9 KM 2762556.6 |
 JD2625|---------------------------------------------------------------------|
 JD2625
 JD2625                          SUPERSEDED SURVEY CONTROL
 JD2625
 JD2625  NAD 83(1986)-  38 40 28.32406(N)    092 51 47.53950(W) AD(       ) 1
 JD2625  NAD 27      -  38 40 28.25560(N)    092 51 46.82510(W) AD(       ) 1
 JD2625  NGVD 29 (07/19/86)  294.8    (m)          967.     (f) VERT ANG       
 JD2625
 JD2625.Superseded values are not recommended for survey control.
 JD2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2625.See file dsdata.txt to determine how the superseded data were derived.
 JD2625
 JD2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1189980669(NAD 83)
 JD2625_MARKER: V = STONE MONUMENT
 JD2625_SETTING: 0 = UNSPECIFIED SETTING
 JD2625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2625
 JD2625  HISTORY     - Date     Condition        Report By
 JD2625  HISTORY     - 1880     MONUMENTED       CGS
 JD2625  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JD2625  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JD2625
 JD2625                          STATION DESCRIPTION
 JD2625
 JD2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (FDG)
 JD2625'ABOUT THREE-FOURTHS MILE NORTHEAST OF SYRACUSE, NEAR CENTER OF
 JD2625'SE 1/4 SEC. 11, T. 45 N., R. 18 W., ON LAND OWNED IN 1891 BY
 JD2625'JOSEPH JAMES.  SURFACE MARK IS STONE POST WITNESSED BY TWO OTHERS,
 JD2625'AND UNDERGROUND MARK IS BOTTLE OF ASHES.  IN 1891 IT WAS
 JD2625'LEARNED THAT AT SOME PREVIOUS DATE OWNER OF LAND HAD REMOVED
 JD2625'SURFACE MARKS BY MISTAKE BUT LATER HAD REPLACED THEM AS NEAR AS
 JD2625'POSSIBLE IN ORIGINAL POSITIONS.  UNDERGROUND MARK WAS NOT
 JD2625'DISTURBED.
 JD2625
 JD2625                          STATION RECOVERY (1922)
 JD2625
 JD2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JD2625'IN 1922 IT WAS REPORTED THAT ALL SURFACE MARKS
 JD2625'WERE GONE.  STATION WAS NOT RECOVERED.  STATION SITE IS IN
 JD2625'CULTIVATED FIELD.
 JD2625
 JD2625                          STATION RECOVERY (1935)
 JD2625
 JD2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2625'STATION FOUND ON LAND DESCRIBED, OWNED AND OPERATED BY MR. HUGHES
 JD2625'WHO LIVES ABOUT 1/4 MILE SW OF STATION, ABOUT 1/4 MILE N OF U.S.
 JD2625'HIGHWAY 50 AND ABOUT 1,200 FEET W OF STATE HIGHWAY 5, 16 FEET W
 JD2625'OF N-S FENCE WHICH IS A BOUNDARY LINE BETWEEN 2 FARMS, 117 FEET
 JD2625'SW OF STATION SYRACUSE AND 215 FEET N OF SYRACUSE REFERENCE MARK
 JD2625'NO. 2.
 JD2625'
 JD2625'UNDERGROUND MARK WAS FOUND AT DEPTH OF 24 INCHES.  NECK OF BOTTLE
 JD2625'WAS BROKEN OFF BUT IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0973 ***********************************************************************
 HC0973  DESIGNATION -  HUBBLE
 HC0973  PID         -  HC0973
 HC0973  STATE/COUNTY-  MO/WAYNE
 HC0973  USGS QUAD   -  GREENVILLE (1985)
 HC0973
 HC0973                         *CURRENT SURVEY CONTROL
 HC0973  ___________________________________________________________________
 HC0973* NAD 83(1997)-  37 13 44.58767(N)    090 27 12.38049(W)     ADJUSTED  
 HC0973* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 HC0973  ___________________________________________________________________
 HC0973  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 HC0973  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 HC0973
 HC0973  HORZ ORDER  -  THIRD
 HC0973
 HC0973.The horizontal coordinates were established by classical geodetic methods
 HC0973.and adjusted by the National Geodetic Survey in February 2000..
 HC0973
 HC0973.The orthometric height was scaled from a topographic map.
 HC0973
 HC0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0973
 HC0973.The geoid height was determined by GEOID03.
 HC0973
 HC0973;                    North         East     Units Scale Factor Converg.
 HC0973;SPC MO E     -   154,872.062   254,131.730   MT  0.99993354   +0 01 41.4
 HC0973;UTM  15      - 4,123,321.007   725,921.622   MT  1.00022878   +1 32 28.8
 HC0973
 HC0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0973!SPC MO E     -   0.99997604  x   0.99993354  =   0.99990959
 HC0973!UTM  15      -   0.99997604  x   1.00022878  =   1.00020482
 HC0973
 HC0973:                Primary Azimuth Mark                     Grid Az
 HC0973:SPC MO E     -  HUBBLE AZ MK                             195 16 17.8
 HC0973:UTM  15      -  HUBBLE AZ MK                             193 45 30.4
 HC0973
 HC0973|---------------------------------------------------------------------|
 HC0973| PID    Reference Object                     Distance      Geod. Az  |
 HC0973|                                                           dddmmss.s |
 HC0973| CI3883 HUBBLE AZ MK                                       1951759.2 |
 HC0973| CI3884 HUBBLE RM 1                          21.653 METERS 24032     |
 HC0973| CI3885 HUBBLE RM 2                          26.462 METERS 31518     |
 HC0973|---------------------------------------------------------------------|
 HC0973
 HC0973                          SUPERSEDED SURVEY CONTROL
 HC0973
 HC0973  NAD 83(1997)-  37 13 44.59548(N)    090 27 12.38129(W) AD(       ) 3
 HC0973  NAD 83(1986)-  37 13 44.59948(N)    090 27 12.37929(W) AD(       ) 3
 HC0973  NAD 27      -  37 13 44.41560(N)    090 27 11.97160(W) AD(       ) 3
 HC0973
 HC0973.Superseded values are not recommended for survey control.
 HC0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0973.See file dsdata.txt to determine how the superseded data were derived.
 HC0973
 HC0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2592223321(NAD 83)
 HC0973_MARKER: DS = TRIANGULATION STATION DISK
 HC0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0973
 HC0973  HISTORY     - Date     Condition        Report By
 HC0973  HISTORY     - 1963     MONUMENTED       CGS
 HC0973  HISTORY     - 20050316 POOR             USACE
 HC0973  HISTORY     - 20050316 POOR             USACE
 HC0973
 HC0973                          STATION DESCRIPTION
 HC0973
 HC0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0973'THE STATION IS ABOUT 7 MILES NORTH OF GREENVILLE, ABOUT 2 MILES
 HC0973'SOUTH OF LODI, ON THE WEST SIDE OF U.S. HIGHWAY 67, NEAR THE
 HC0973'CENTER OF SEC. 36, T. 29 N., R. 5 E., AND ON ROAD RIGHT-OF-WAY
 HC0973'PROPERTY.  IT IS 40 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 HC0973'67, 90 FEET SOUTHEAST OF A 14 INCH CEDAR TREE, 72 FEET NORTH
 HC0973'OF THE NORTH END OF A METAL GUARD RAIL, AND 11 FEET NORTH OF THE
 HC0973'CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT IS FLUSH
 HC0973'AND THE DISK IS STAMPED HUBBLE 1963.
 HC0973'
 HC0973'TO REACH FROM THE NORTH JUNCTION OF U.S. HIGHWAY 67 AND
 HC0973'STATE HIGHWAY 34 ABOUT 4 MILES NORTH OF GREENVILLE, GO NORTH
 HC0973'ON U.S. HIGHWAY 67 FOR 2.3 MILES TO A CROSSROAD (COUNTY ROAD K).
 HC0973'CONTINUE NORTH ON HIGHWAY 67 FOR 0.15 MILE TO THE AZIMUTH MARK
 HC0973'ON THE RIGHT AT THE TOP OF A CUT BANK.  CONTINUE NORTH ON
 HC0973'HIGHWAY 67 FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT AND THE
 HC0973'STATION ON THE LEFT.
 HC0973'
 HC0973'REFERENCE MARK 1 IS 92 FEET WEST OF THE CENTERLINE OF THE
 HC0973'HIGHWAY, 73 FEET WEST OF THE NORTH END OF THE GUARD RAIL, 77 FEET
 HC0973'SOUTHEAST OF THE CEDAR TREE, AND 10 FEET SOUTH OF THE CENTERLINE
 HC0973'OF THE GRAVELED DRIVEWAY.  THE MONUMENT PROJECTS 1 INCH AND THE
 HC0973'DISK IS STAMPED HUBBLE NO 1 1963.
 HC0973'
 HC0973'REFERENCE MARK 2 IS 115 FEET WEST OF THE CENTERLINE OF THE
 HC0973'HIGHWAY, 90 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, AND
 HC0973'29 FEET NORTHEAST OF THE 14 INCH CEDAR TREE.  THE MONUMENT
 HC0973'PROJECTS 2 INCHES AND THE DISK IS STAMPED HUBBLE NO 2 1963.
 HC0973'
 HC0973'THE AZIMUTH MARK IS 131 FEET SOUTHEAST OF THE CENTERLINE OF
 HC0973'U.S. HIGHWAY 67, 40 FEET WEST OF A POWER POLE, 11 FEET EAST
 HC0973'OF THE EAST EDGE OF A CUT BANK, AND 11 FEET EAST OF A WITNESS
 HC0973'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HUBBLE 1963.
 HC0973'
 HC0973'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HC0973
 HC0973                          STATION RECOVERY (2005)
 HC0973
 HC0973'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 HC0973'MARK RECOVERED IN POOR CONDITION.
 HC0973
 HC0973                          STATION RECOVERY (2005)
 HC0973
 HC0973'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 HC0973'MARK FOUND LYONG OVER AT NORTH EDGE OF DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1197 ***********************************************************************
 HD1197  DESIGNATION -  HUBEN
 HD1197  PID         -  HD1197
 HD1197  STATE/COUNTY-  MO/LACLEDE
 HD1197  USGS QUAD   -  BRUSH CREEK (1979)
 HD1197
 HD1197                         *CURRENT SURVEY CONTROL
 HD1197  ___________________________________________________________________
 HD1197* NAD 83(1997)-  37 35 13.04787(N)    092 44 38.71066(W)     ADJUSTED  
 HD1197* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 HD1197  ___________________________________________________________________
 HD1197  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HD1197  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HD1197
 HD1197  HORZ ORDER  -  FIRST
 HD1197
 HD1197.The horizontal coordinates were established by classical geodetic methods
 HD1197.and adjusted by the National Geodetic Survey in February 2000..
 HD1197
 HD1197.The orthometric height was scaled from a topographic map.
 HD1197
 HD1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1197
 HD1197.The geoid height was determined by GEOID03.
 HD1197
 HD1197;                    North         East     Units Scale Factor Converg.
 HD1197;SPC MO C     -   194,618.670   478,443.036   MT  0.99993906   -0 08 56.0
 HD1197;UTM  15      - 4,160,019.512   522,593.993   MT  0.99960629   +0 09 22.0
 HD1197
 HD1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1197!SPC MO C     -   0.99993814  x   0.99993906  =   0.99987720
 HD1197!UTM  15      -   0.99993814  x   0.99960629  =   0.99954445
 HD1197
 HD1197|---------------------------------------------------------------------|
 HD1197| PID    Reference Object                     Distance      Geod. Az  |
 HD1197|                                                           dddmmss.s |
 HD1197| CN6446 HUBEN RM 1                           29.343 METERS 09331     |
 HD1197| CN6445 HUBEN AZ MK                                        1751517.2 |
 HD1197| CN6447 HUBEN RM 2                           26.822 METERS 20336     |
 HD1197|---------------------------------------------------------------------|
 HD1197
 HD1197                          SUPERSEDED SURVEY CONTROL
 HD1197
 HD1197  NAD 83(1986)-  37 35 13.06060(N)    092 44 38.71017(W) AD(       ) 1
 HD1197  NAD 27      -  37 35 12.90600(N)    092 44 38.07700(W) AD(       ) 1
 HD1197
 HD1197.Superseded values are not recommended for survey control.
 HD1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1197.See file dsdata.txt to determine how the superseded data were derived.
 HD1197
 HD1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2259460020(NAD 83)
 HD1197_MARKER: DS = TRIANGULATION STATION DISK
 HD1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1197_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1197
 HD1197  HISTORY     - Date     Condition        Report By
 HD1197  HISTORY     - 1946     MONUMENTED       CGS
 HD1197  HISTORY     - 1947     GOOD             CGS
 HD1197  HISTORY     - 1972     GOOD             MJH
 HD1197
 HD1197                          STATION DESCRIPTION
 HD1197
 HD1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1197'THE STATION IS LOCATED IN A WOODED AREA ON THE HIGHEST
 HD1197'POINT IN THE IMMEDIATE VICINITY, ABOUT 8.0 MILES SOUTHWEST
 HD1197'OF LEBANON AND 3.0 MILES NORTHEAST OF PHILLIPSBURG, IN THE
 HD1197'SOUTHEAST 1/4, T. 33 N., R. 77 W.  IT IS ABOUT 75 YARDS
 HD1197'NORTH OF U.S. HIGHWAY 66, 98 FEET WEST OF THE SOUTHWEST
 HD1197'CORNER OF THE SOUTH CHICKEN HOUSE AND 5 FEET NORTHEAST OF
 HD1197'A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 HD1197'IS STAMPED HUBEN 1946.
 HD1197'
 HD1197'REFERENCE MARK NO. 1 IS 96.27 FEET EAST-SOUTHEAST OF THE
 HD1197'STATION AND 57 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 HD1197'OF THE SOUTH CHICKEN HOUSE.  THE MARK PROJECTS 8 INCHES
 HD1197'AND THE DISK IS STAMPED HUBEN 1946 NO 1.
 HD1197'
 HD1197'REFERENCE MARK NO. 2 IS 88.00 FEET SOUTHWEST OF THE STATION.
 HD1197'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HUBEN
 HD1197'1946 NO 2.
 HD1197'
 HD1197'AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH OF THE STATION, 28 FEET
 HD1197'WEST OF THE CENTERLINE OF THE NORTH AND SOUTH ROAD, 27 FEET
 HD1197'NORTH OF THE CENTERLINE OF A LANE LEADING TO FARM HOME AND
 HD1197'3.5 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 HD1197'AND THE DISK IS STAMPED HUBEN 1946.
 HD1197'
 HD1197'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE
 HD1197'HIGHWAY 5 IN LEBANON, GO WEST AND SOUTH ON U.S. HIGHWAY
 HD1197'66 FOR 8.3 MILES TO CROSSROADS AND MR. B. M. SMITHS HOME
 HD1197'ON THE RIGHT.  (HERE TURN LEFT ON DIRT ROAD FOR 1.0 MILE
 HD1197'TO AZIMUTH ON THE RIGHT).  TURN RIGHT ALONG WEST SIDE OF
 HD1197'HOUSE THROUGH CHICKEN LOTS TO STATION.
 HD1197'
 HD1197'NOTE- A 50 FOOT TOWER REQUIRED TO SEE AZIMUTH MARK.
 HD1197'
 HD1197'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1197
 HD1197                          STATION RECOVERY (1947)
 HD1197
 HD1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1197'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE
 HD1197'IN GOOD CONDITION.
 HD1197'
 HD1197'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE AS
 HD1197'DESCRIBED. A NEW DESCRIPTION FOLLOWS.
 HD1197'
 HD1197'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF LEBANON,
 HD1197'3.0 MILES NORTHEAST OF PHILIPSBURG, IN A WOODED AREA ON THE
 HD1197'HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS ABOUT 75
 HD1197'YARDS NORTH OF US HIGHWAY 66, 98 FEET WEST OF THE SOUTHWEST
 HD1197'CORNER OF THE SOUTH CHICKEN HOUSE AND 5 FEET NORTHEAST OF
 HD1197'A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 HD1197'IS STAMPED HUBEN 1946.
 HD1197'
 HD1197'REFERENCE MARK NO. 1 IS 96.27 FEET EAST-SOUTHEAST OF THE
 HD1197'STATION AND 57 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 HD1197'OF THE SOUTH CHICKEN HOUSE.  THE MARK PROJECTS 6 INCHES
 HD1197'AND THE DISK IS STAMPED HUBEN 1946 NO 1.
 HD1197'
 HD1197'REFERENCE MARK NO. 2 IS 88.00 FEET SOUTHWEST OF THE STATION.
 HD1197'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HUBEN
 HD1197'1946 NO 2.
 HD1197'
 HD1197'AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH OF THE STATION, 28 FEET
 HD1197'WEST OF THE CENTERLINE OF A NORTH AND SOUTH ROAD, 20 FEET
 HD1197'NORTH OF THE CENTERLINE OF FARM LANE AND 3.5 FEET NORTH
 HD1197'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 HD1197'IS STAMPED HUBEN 1946.
 HD1197'
 HD1197'TO REACH FROM THE INTERSECTION OF US HIGHWAY 66 AND STATE
 HD1197'HIGHWAY 5 IN LEBANON, GO WEST AND SOUTH ON US HIGHWAY 66
 HD1197'FOR 8.3 MILES TO CROSSROADS AND MR. B.M. SMITH HOUSE ON
 HD1197'THE RIGHT, (TURN LEFT ON A DIRT ROAD FOR 1.0 MILE TO AZIMUTH
 HD1197'MARK ON THE RIGHT AT GATE) TURN RIGHT ALONG THE WEST SIDE
 HD1197'OF THE HOUSE THROUGH CHICKEN LOTS TO STATION, WEST OF HOUSE.
 HD1197'
 HD1197'NOTE- AZIMUTH MARK NOT VISIBLE FROM THE GROUND.
 HD1197'
 HD1197'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HD1197
 HD1197                          STATION RECOVERY (1972)
 HD1197
 HD1197'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1972 (EJC)
 HD1197'HUBEN 1946 RECOVERED EXCELLENT.
 HD1197'
 HD1197'R.M. NO 1 RECOVERED EXCELLENT.
 HD1197'
 HD1197'R.M. NO. 2 RECOVERED EXCELLENT.
 HD1197'
 HD1197'HUBERT AND ROSE STELLMAN ARE THE NEW PROPERTY OWNERS.
 HD1197'
 HD1197'DID NOT TRY TO FIND AZ. MK.
 HD1197'
 HD1197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES
 HD1197'SOUTHWEST OF LEBANON AND 3.0 MILES NORTHEAST OF PHILLIPSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0701 ***********************************************************************
 JE0701  DESIGNATION -  HUDSON
 JE0701  PID         -  JE0701
 JE0701  STATE/COUNTY-  MO/BATES
 JE0701  USGS QUAD   -  PLEASANT GAP (1961)
 JE0701
 JE0701                         *CURRENT SURVEY CONTROL
 JE0701  ___________________________________________________________________
 JE0701* NAD 83(1997)-  38 12 58.29004(N)    094 08 33.77423(W)     ADJUSTED  
 JE0701* NAVD 88     -       304.031  (meters)     997.48   (feet)  ADJUSTED  
 JE0701  ___________________________________________________________________
 JE0701  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 JE0701  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0701  DYNAMIC HT  -         303.810 (meters)     996.75  (feet)  COMP
 JE0701  MODELED GRAV-     979,893.6   (mgal)                       NAVD 88
 JE0701
 JE0701  HORZ ORDER  -  SECOND
 JE0701  VERT ORDER  -  SECOND    CLASS 0
 JE0701
 JE0701.The horizontal coordinates were established by classical geodetic methods
 JE0701.and adjusted by the National Geodetic Survey in February 2000..
 JE0701
 JE0701.The orthometric height was determined by differential leveling
 JE0701.and adjusted by the National Geodetic Survey in June 1991..
 JE0701
 JE0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0701
 JE0701.The geoid height was determined by GEOID03.
 JE0701
 JE0701.The dynamic height is computed by dividing the NAVD 88
 JE0701.geopotential number by the normal gravity value computed on the
 JE0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0701.degrees latitude (g = 980.6199 gals.).
 JE0701
 JE0701.The modeled gravity was interpolated from observed gravity values.
 JE0701
 JE0701;                    North         East     Units Scale Factor Converg.
 JE0701;SPC MO W     -   227,505.849   881,287.073   MT  0.99995323   +0 13 15.7
 JE0701;UTM  15      - 4,230,419.534   399,966.346   MT  0.99972324   -0 42 25.1
 JE0701
 JE0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0701!SPC MO W     -   0.99995734  x   0.99995323  =   0.99991057
 JE0701!UTM  15      -   0.99995734  x   0.99972324  =   0.99968059
 JE0701
 JE0701:                Primary Azimuth Mark                     Grid Az
 JE0701:SPC MO W     -  HUDSON AZ MK                             093 15 17.5
 JE0701:UTM  15      -  HUDSON AZ MK                             094 10 58.3
 JE0701
 JE0701|---------------------------------------------------------------------|
 JE0701| PID    Reference Object                     Distance      Geod. Az  |
 JE0701|                                                           dddmmss.s |
 JE0701| CN6448 HUDSON AZ MK                                       0932833.2 |
 JE0701| JE1894 APPLETON CITY MUNICIPAL TANK        APPROX.10.4 KM 1070816.2 |
 JE0701| CN6450 HUDSON RM 1                          41.193 METERS 13349     |
 JE0701| JE0700 HUDSON RM 3                          34.558 METERS 14112     |
 JE0701| JE0702 HUDSON RM 2                          47.734 METERS 23639     |
 JE0701| CN6449 HUDSON AZ MK 2                                     2684618.1 |
 JE0701|---------------------------------------------------------------------|
 JE0701
 JE0701                          SUPERSEDED SURVEY CONTROL
 JE0701
 JE0701  NAD 83(1997)-  38 12 58.29031(N)    094 08 33.77431(W) AD(       ) 2
 JE0701  NAD 83(1997)-  38 12 58.29904(N)    094 08 33.77196(W) AD(       ) 2
 JE0701  NAD 83(1986)-  38 12 58.29914(N)    094 08 33.77184(W) AD(       ) 2
 JE0701  NAD 27      -  38 12 58.20810(N)    094 08 32.96730(W) AD(       ) 2
 JE0701  NGVD 29 (??/??/92)  303.922  (m)          997.12   (f) ADJ UNCH    2 0
 JE0701
 JE0701.Superseded values are not recommended for survey control.
 JE0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0701.See file dsdata.txt to determine how the superseded data were derived.
 JE0701
 JE0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9996630420(NAD 83)
 JE0701_MARKER: DS = TRIANGULATION STATION DISK
 JE0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0701_STAMPING: HUDSON 1948
 JE0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0701+STABILITY: SURFACE MOTION
 JE0701
 JE0701  HISTORY     - Date     Condition        Report By
 JE0701  HISTORY     - 1948     MONUMENTED       CGS
 JE0701  HISTORY     - 1963     GOOD             CGS
 JE0701  HISTORY     - 1963     GOOD             NGS
 JE0701  HISTORY     - 20060826 GOOD             INDIV
 JE0701
 JE0701                          STATION DESCRIPTION
 JE0701
 JE0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE0701'THE STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF BUTLER,
 JE0701'7.5 MILES WEST-NORTHWEST OF APPLETON CITY, 162 FEET EAST-SOUTHEAST
 JE0701'OF THE SOUTHEAST CORNER OF THE PLEASANT RIDGE CHURCH BUILDING,
 JE0701'69 FEET EAST OF A FENCE CORNER, 42 FEET NORTH OF THE CENTER
 JE0701'OF STATE HIGHWAY 52, 8 FEET SOUTH OF A WIRE FENCE, AND 7.5
 JE0701'FEET SOUTH OF A WITNESS POST.  IT IS ABOUT 2 INCHES BELOW
 JE0701'THE SURFACE OF THE GROUND AND IS STAMPED HUDSON 1948.
 JE0701'
 JE0701'REFERENCE MARK NO. 1 IS 49 FEET SOUTH OF THE CENTER OF STATE
 JE0701'HIGHWAY 52, 25 FEET EAST OF A FENCE CORNER, AND 1.5 FEET
 JE0701'NORTH OF A FENCE.  IT IS SET FLUSH WITH THE GROUND AND IS
 JE0701'STAMPED HUDSON NO 1 1948.
 JE0701'
 JE0701'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE CENTER OF STATE
 JE0701'HIGHWAY 52, 48 FEET WEST OF A MAPLE TREE, 45 FEET WEST OF
 JE0701'A FENCE CORNER, AND 1.0 FOOT NORTH OF A FENCE.  IT IS SET
 JE0701'FLUSH WITH THE GROUND AND IS STAMPED HUDSON NO 2 1948.
 JE0701'
 JE0701'AZIMUTH MARK IS 0.15 MILE WEST OF WHERE STATE HIGHWAY 52
 JE0701'CURVES TO THE SOUTH, 63 FEET SOUTH OF THE CENTER OF STATE
 JE0701'HIGHWAY 52, 2 FEET NORTH OF A TELEPHONE POLE, AND 2 FEET
 JE0701'NORTHWEST OF A WITNESS POST.  IT IS SET FLUSH WITH THE GROUND
 JE0701'AND IS STAMPED HUDSON 1948.
 JE0701'
 JE0701'TO REACH THE STATION FROM THE RAILROAD DEPOT IN APPLETON
 JE0701'CITY, GO WEST ON STATE HIGHWAY 52 FOR 9.45 MILES TO A FILLING
 JE0701'STATION ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 JE0701'
 JE0701'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 JE0701'HIGHWAY 52 FOR 0.65 MILE TO THE MARK OM THE RIGHT.
 JE0701'
 JE0701'AN 87 FOOT SIGNAL AT ROCKVILLE IS VISIBLE AT 64 FEET.
 JE0701'
 JE0701'AN 87 FOOT SIGNAL AT HAPPY IS VISIBLE AT 64 FEET.
 JE0701'
 JE0701'A 74 FOOT SIGNAL AT SUMMIT IS VISIBLE AT 50 FEET.
 JE0701'
 JE0701'A 47 FOOT SIGNAL AT N. HILL IS VISIBLE AT 37 FEET.
 JE0701'
 JE0701'A 100 FOOT SIGNAL AT BATES IS VISIBLE AT 50 FEET.
 JE0701'
 JE0701'A 74 FOOT SIGNAL AT GERMAN IS VISIBLE AT 37 FEET.
 JE0701'
 JE0701'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JE0701
 JE0701                          STATION RECOVERY (1963)
 JE0701
 JE0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE0701'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 JE0701'REFERENCE MARK NO 1 WAS NOT FOUND, IT IS POSSIBLE IT WAS
 JE0701'DESTROYED WHEN STATE HIGHWAY 52 WAS PAVED, REFERENCE MARK
 JE0701'NO 2 WAS FOUND IN GOOD CONDITION, A NEW AZIMUTH MARK WAS
 JE0701'ESTABLISHED.  DUE TO CHANGES IN ROADS A COMPLETED NEW DESCRIPTION
 JE0701'FOLLOWS.
 JE0701'
 JE0701'THE STATION IS LOCATED 6 MILES WEST AND 2 MILES NORTH OF THE
 JE0701'TOWN OF APPLETON CITY, IN THE SW 1/4 SEC. 33, T4ON, R29W, ON
 JE0701'THE NORTH SIDE OF STATE HIGHWAY 52.
 JE0701'TO REACH FROM THE POST OFFICE IN APPLETON CITY, GO WEST
 JE0701'ON STATE HIGHWAY 52 FOR 7.0 MILES TO A SERVICE STATION ON
 JE0701'THE LEFT AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 JE0701'MARK FROM THE STATION, GO WEST ON STATE HIGHWAY 52 FOR 0.35
 JE0701'MILE TO THE AZIMUTH MARK ON LEFT.
 JE0701'
 JE0701'THE STATION MARK IS A STANDARD DISK, STAMPED HUDSON 1948, SET
 JE0701'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JE0701'2 INCHES BELOW THE SURFACE.  IT IS 42 FEET NORTH OF THE CENTER
 JE0701'LINE OF STATE HIGHWAY 52, 9 FEET SOUTH OF A FENCE AND 8.6
 JE0701'FEET SOUTH OF A WITNESS POST.
 JE0701'
 JE0701'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED HUDSON 1948
 JE0701'NO 3 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JE0701'PROJECTING 1-INCH.  IT IS 119.7 FEET SOUTHEAST OF THE WITNESS
 JE0701'POST, 45 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 52 AND
 JE0701'13 FEET EAST OF A TELEPHONE POLE.
 JE0701'
 JE0701'REFERENCE MARK NO 2 IN A STANDARD DISK, STAMPED HUDSON NO 2
 JE0701'1948, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JE0701'WHICH IS 1 INCH BELOW THE SURFACE.  IT IS 162.1 FEET SOUTHWEST
 JE0701'OF THE WITNESS POST, 49 FEET WEST OF A 20-INCH TREE AND 48
 JE0701'FEET SOUTH OF THE CENTER LINE STATE HIGHWAY 52.
 JE0701'
 JE0701'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HUDSON 1948
 JE0701'1963, SET IN THE TOP OF A 10-INCH SQUARAE CONCRETE MONUMENT
 JE0701'PROJECTING 1 INCH.  IT IS 49 FEET SOUTH OF THE CENTER LINE
 JE0701'OF STATE HIGHWAY 52, 1.5 FEET EAST OF A TELEPHONE POLE,
 JE0701'1.4 FEET EAST SOUTHEAST OF A WITNESS POST AND 1 FOOT NORTH
 JE0701'OF A FENCE.
 JE0701
 JE0701                          STATION RECOVERY (1963)
 JE0701
 JE0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0701'7.3 MI W FROM APPLETON CITY.
 JE0701'ABOUT 7.3 MILES WEST ALONG STATE HIGHWAY 52 FROM THE
 JE0701'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, 42 FEET
 JE0701'NORTH OF THE CENTER LINE OF THE HIGHWAY, 116 FEET NORTH AND
 JE0701'ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF YORKS GROCERY
 JE0701'STORE, 163 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JE0701'SMALL CHURCH, 24 FEET SOUTHEAST OF AN 18-INCH ELM TREE.  9 FEET
 JE0701'SOUTH OF A FENCE, 8.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JE0701'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 JE0701'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 JE0701
 JE0701                          STATION RECOVERY (2006)
 JE0701
 JE0701'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0701'STATION MARK FOUND IN GOOD CONDITION.  YORKS GROCERY STORE HAS BEEN
 JE0701'TORN DOWN.  THE FENCE AND WITNESS POST ARE NOW 7.5 FEET NORTH OF THE
 JE0701'STATION MARKER. THE TOP OF THE CONCRETE POST IS NOW 1 INCH BELOW THE
 JE0701'LEVEL OF THE GROUND.
 JE0701' 
 JE0701'REFERENCE MARK 2 SEARCHED FOR BUT NOT FOUND.
 JE0701' 
 JE0701'REFERENCE MARK 3 FOUND IN GOOD CONDITION.
 JE0701' 
 JE0701'AZIMUTH MARKER SEARCHED FOR BUT NOT FOUND.
 JE0701' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0937 ***********************************************************************
 GF0937  DESIGNATION -  HUDSON
 GF0937  PID         -  GF0937
 GF0937  STATE/COUNTY-  MO/BARRY
 GF0937  USGS QUAD   -  MONETT (1972)
 GF0937
 GF0937                         *CURRENT SURVEY CONTROL
 GF0937  ___________________________________________________________________
 GF0937* NAD 83(1997)-  36 54 54.30801(N)    093 57 55.03086(W)     ADJUSTED  
 GF0937* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 GF0937  ___________________________________________________________________
 GF0937  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GF0937  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GF0937
 GF0937  HORZ ORDER  -  SECOND
 GF0937
 GF0937.The horizontal coordinates were established by classical geodetic methods
 GF0937.and adjusted by the National Geodetic Survey in February 2000..
 GF0937
 GF0937.The orthometric height was scaled from a topographic map.
 GF0937
 GF0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0937
 GF0937.The geoid height was determined by GEOID03.
 GF0937
 GF0937;                    North         East     Units Scale Factor Converg.
 GF0937;SPC MO W     -    83,179.997   897,646.022   MT  0.99996913   +0 19 16.2
 GF0937;UTM  15      - 4,085,887.666   414,016.060   MT  0.99969108   -0 34 47.3
 GF0937
 GF0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0937!SPC MO W     -   0.99993970  x   0.99996913  =   0.99990884
 GF0937!UTM  15      -   0.99993970  x   0.99969108  =   0.99963080
 GF0937
 GF0937|---------------------------------------------------------------------|
 GF0937| PID    Reference Object                     Distance      Geod. Az  |
 GF0937|                                                           dddmmss.s |
 GF0937| CI1699 HUDSON RM 1                          19.980 METERS 00425     |
 GF0937| GF0936 MONETT PRODUCERS CREAMERY TANK      APPROX. 3.4 KM 0870132.5 |
 GF0937| GF0933 MONETT PRODUCERS CREAMERY STK       APPROX. 3.4 KM 0870539.5 |
 GF0937| CI1698 HUDSON AZ MK                                       0902628.9 |
 GF0937| CI1700 HUDSON RM 2                           9.337 METERS 09709     |
 GF0937|---------------------------------------------------------------------|
 GF0937
 GF0937                          SUPERSEDED SURVEY CONTROL
 GF0937
 GF0937  NAD 83(1997)-  36 54 54.30866(N)    093 57 55.03062(W) AD(       ) 2
 GF0937  NAD 83(1997)-  36 54 54.30939(N)    093 57 55.03063(W) AD(       ) 2
 GF0937  NAD 83(1997)-  36 54 54.31764(N)    093 57 55.03226(W) AD(       ) 2
 GF0937  NAD 83(1986)-  36 54 54.32093(N)    093 57 55.03058(W) AD(       ) 2
 GF0937  NAD 27      -  36 54 54.10330(N)    093 57 54.28170(W) AD(       ) 2
 GF0937
 GF0937.Superseded values are not recommended for survey control.
 GF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0937.See file dsdata.txt to determine how the superseded data were derived.
 GF0937
 GF0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1401685888(NAD 83)
 GF0937_MARKER: DS = TRIANGULATION STATION DISK
 GF0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0937+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 GF0937
 GF0937  HISTORY     - Date     Condition        Report By
 GF0937  HISTORY     - 1959     MONUMENTED       CGS
 GF0937  HISTORY     - 19981214 GOOD             MOHC
 GF0937  HISTORY     - 20030110 GOOD             GEOCAC
 GF0937
 GF0937                          STATION DESCRIPTION
 GF0937
 GF0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0937'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MONETT,
 GF0937'ABOUT 3 MILES SOUTHEAST OF PIERCE AND IS IN THE NORTHWEST 1/4
 GF0937'OF SEC. 3, T 25 N, R 28 W, AND IS ON STATE HIGHWAY PROPERTY.
 GF0937'IT IS 147 FEET EAST OF A FENCE CORNER, 37 FEET SOUTH OF THE
 GF0937'CENTERLINE OF U.S. HIGHWAY 60, 5 FEET EAST OF A WITNESS POST,
 GF0937'AND 4 FEET NORTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 GF0937'DISK IS STAMPED HUDSON 1959.
 GF0937'
 GF0937'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GF0937'37, IN THE SOUTHWEST EDGE OF MONETT, GO WEST ON HIGHWAY 60
 GF0937'FOR 1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GF0937'AHEAD ON HIGHWAY 60 FOR 0.55 MILE TO THE STATION ON THE LEFT,
 GF0937'SOUTH SIDE OF THE ROAD.
 GF0937'
 GF0937'REFERENCE MARK 1 IS 28 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 GF0937'60, AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 GF0937'1 INCH AND THE DISK IS STAMPED HUDSON NO 1 1959.
 GF0937'
 GF0937'REFERENCE MARK 2 IS 40 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 GF0937'60, 36 FEET EAST OF THE WITNESS POST, AND 1 FOOT NORTH OF A
 GF0937'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GF0937'HUDSON NO 2 1959.
 GF0937'
 GF0937'THE AZIMUTH MARK IS 40 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 GF0937'60, 15 FEET WEST OF THE CENTER OF A GATE, 2 FEET SOUTH OF A
 GF0937'WIRE FENCE, AND 2 FEET WEST OF A WITNESS POST.  THE MONUMENT
 GF0937'PROJECTS 1 INCH AND THE DISK IS STAMPED HUDSON 1959.
 GF0937'
 GF0937'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0937
 GF0937                          STATION RECOVERY (1998)
 GF0937
 GF0937'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1998 (RSP)
 GF0937'RECOVERED IN GOOD CONDITION.
 GF0937
 GF0937                          STATION RECOVERY (2003)
 GF0937
 GF0937'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GF0937'STATION,AZIMUTH,REF. 1,2.REFERENCE MARK 1 WAS PLOWED UP IN CURRENT
 GF0937'CONSTRUCTION WORK..CONTACTED MO.DNR,MODOT,AND STATE SURVEYORS
 GF0937'OFFICE.IT REMAINED AT LOCATION UNTIL RECENTLY AND NOW IS GONE.AZIMUTH
 GF0937'MARK IS IN THE LINE OF CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1349 ***********************************************************************
 KE1349  DESIGNATION -  HUDSON
 KE1349  PID         -  KE1349
 KE1349  STATE/COUNTY-  MO/JACKSON
 KE1349  USGS QUAD   -  BUCKNER (1990)
 KE1349
 KE1349                         *CURRENT SURVEY CONTROL
 KE1349  ___________________________________________________________________
 KE1349* NAD 83(1997)-  39 09 41.15905(N)    094 11 16.58218(W)     ADJUSTED  
 KE1349* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 KE1349  ___________________________________________________________________
 KE1349  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 KE1349  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1349
 KE1349  HORZ ORDER  -  SECOND
 KE1349
 KE1349.The horizontal coordinates were established by classical geodetic methods
 KE1349.and adjusted by the National Geodetic Survey in February 2000..
 KE1349
 KE1349.The orthometric height was scaled from a topographic map.
 KE1349
 KE1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1349
 KE1349.The geoid height was determined by GEOID03.
 KE1349
 KE1349;                    North         East     Units Scale Factor Converg.
 KE1349;SPC MO W     -   332,416.537   876,969.585   MT  0.99995013   +0 11 49.5
 KE1349;UTM  15      - 4,335,363.191   397,366.887   MT  0.99972970   -0 45 00.9
 KE1349
 KE1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1349!SPC MO W     -   0.99996118  x   0.99995013  =   0.99991131
 KE1349!UTM  15      -   0.99996118  x   0.99972970  =   0.99969089
 KE1349
 KE1349                          SUPERSEDED SURVEY CONTROL
 KE1349
 KE1349  NAD 83(1997)-  39 09 41.15911(N)    094 11 16.58269(W) AD(       ) 2
 KE1349  NAD 83(1986)-  39 09 41.16545(N)    094 11 16.57821(W) AD(       ) 2
 KE1349  NAD 27      -  39 09 41.15059(N)    094 11 15.77265(W) AD(       ) 2
 KE1349
 KE1349.Superseded values are not recommended for survey control.
 KE1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1349.See file dsdata.txt to determine how the superseded data were derived.
 KE1349
 KE1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9736735363(NAD 83)
 KE1349_MARKER: P = PIPE CAP
 KE1349_SETTING: 0 = UNSPECIFIED SETTING
 KE1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1349
 KE1349  HISTORY     - Date     Condition        Report By
 KE1349  HISTORY     - 1949     MONUMENTED       MORC
 KE1349
 KE1349                          STATION DESCRIPTION
 KE1349
 KE1349'DESCRIBED BY MISSOURI RIVER COMMISSION 1949
 KE1349'HUDSON (M0RC) MARK IS NORTH-NORTHWEST OF THE STATION,
 KE1349'SET ON THE HIGHEST POINT IN ABOUT THE APPROXIMATE
 KE1349'CENTER OF THE CULTIVATED FIELD.  IT IS A 6 INCH CAST IRON CAP ON
 KE1349'THE TOP OF A PIPE WITH A RAISED TRIANGLE IN CENTER OF TOP AND
 KE1349'PROJECTS ABOUT 3 INCHES.
 KE1349'
 KE1349'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KE1349'COUNTY ROUTE 20E AT THE CAUTION LIGHT IN BUCKNER, GO NORTH ON
 KE1349'COUNTY ROUTE 20E FOR 1.5 MILES TO SIDE ROAD LEFT AND AZIMUTH
 KE1349'MARK JUST WEST AS DESCRIBED, TURN LEFT AND GO EAST ON DIRT ROAD
 KE1349'FOR 0.5 MILE TO GATE IN FENCE LINE ON THE LEFT AFTER CROSSING
 KE1349'TOP OF HILL, TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD UP
 KE1349'HILL IN A NORTHWESTERLY DIRECTION FOR 0.1 MILE TO SMALL STORAGE
 KE1349'HOUSE AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0703 ***********************************************************************
 JE0703  DESIGNATION -  HUDSON AZ MK 2
 JE0703  PID         -  JE0703
 JE0703  STATE/COUNTY-  MO/BATES
 JE0703  USGS QUAD   -  PLEASANT GAP (1961)
 JE0703
 JE0703                         *CURRENT SURVEY CONTROL
 JE0703  ___________________________________________________________________
 JE0703* NAD 83(1986)-  38 12 58.     (N)    094 08 55.     (W)     SCALED    
 JE0703* NAVD 88     -       303.736  (meters)     996.51   (feet)  ADJUSTED  
 JE0703  ___________________________________________________________________
 JE0703  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0703  DYNAMIC HT  -         303.515 (meters)     995.78  (feet)  COMP
 JE0703  MODELED GRAV-     979,893.3   (mgal)                       NAVD 88
 JE0703
 JE0703  VERT ORDER  -  SECOND    CLASS 0
 JE0703
 JE0703.The horizontal coordinates were scaled from a topographic map and have
 JE0703.an estimated accuracy of +/- 6 seconds.
 JE0703
 JE0703.The orthometric height was determined by differential leveling
 JE0703.and adjusted by the National Geodetic Survey in June 1991..
 JE0703
 JE0703.The geoid height was determined by GEOID03.
 JE0703
 JE0703.The dynamic height is computed by dividing the NAVD 88
 JE0703.geopotential number by the normal gravity value computed on the
 JE0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0703.degrees latitude (g = 980.6199 gals.).
 JE0703
 JE0703.The modeled gravity was interpolated from observed gravity values.
 JE0703
 JE0703;                    North         East    Units  Estimated Accuracy
 JE0703;SPC MO W     -   227,500.      880,770.      MT  (+/- 180 meters Scaled)
 JE0703
 JE0703                          SUPERSEDED SURVEY CONTROL
 JE0703
 JE0703  NGVD 29 (??/??/92)  303.627  (m)          996.15   (f) ADJ UNCH    2 0
 JE0703
 JE0703.Superseded values are not recommended for survey control.
 JE0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0703.See file dsdata.txt to determine how the superseded data were derived.
 JE0703
 JE0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC994304(NAD 83)
 JE0703_MARKER: DZ = AZIMUTH MARK DISK
 JE0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0703_STAMPING: HUDSON 1948 1963
 JE0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0703+STABILITY: SURFACE MOTION
 JE0703
 JE0703  HISTORY     - Date     Condition        Report By
 JE0703  HISTORY     - 1963     MONUMENTED       CGS
 JE0703
 JE0703                          STATION DESCRIPTION
 JE0703
 JE0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0703'7.6 MI W FROM APPLETON CITY.
 JE0703'ABOUT 7.65 MILES WEST ALONG STATE HIGHWAY 52 FROM THE
 JE0703'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY OR ABOUT
 JE0703'0.3 MILE WEST ALONG STATE ROAD H FROM THE PRESBYTERIAN CHURCH
 JE0703'AT SPRUCE, THENCE 4.5 MILES SOUTHWEST ALONG A WINDING GRAVELED
 JE0703'ROAD, THENCE 0.5 MILE EAST ALONG STATE HIGHWAY 52, 49 FEET
 JE0703'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 127 FEET SOUTHEAST OF
 JE0703'AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A HOUSE,
 JE0703'1 1/2 FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE,
 JE0703'1.2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JE0703'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 JE0703'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0702 ***********************************************************************
 JE0702  DESIGNATION -  HUDSON RM 2
 JE0702  PID         -  JE0702
 JE0702  STATE/COUNTY-  MO/BATES
 JE0702  USGS QUAD   -  PLEASANT GAP (1961)
 JE0702
 JE0702                         *CURRENT SURVEY CONTROL
 JE0702  ___________________________________________________________________
 JE0702* NAD 83(1986)-  38 12 58.     (N)    094 08 33.     (W)     SCALED    
 JE0702* NAVD 88     -       303.975  (meters)     997.29   (feet)  ADJUSTED  
 JE0702  ___________________________________________________________________
 JE0702  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0702  DYNAMIC HT  -         303.754 (meters)     996.57  (feet)  COMP
 JE0702  MODELED GRAV-     979,893.6   (mgal)                       NAVD 88
 JE0702
 JE0702  VERT ORDER  -  SECOND    CLASS 0
 JE0702
 JE0702.The horizontal coordinates were scaled from a topographic map and have
 JE0702.an estimated accuracy of +/- 6 seconds.
 JE0702
 JE0702.The orthometric height was determined by differential leveling
 JE0702.and adjusted by the National Geodetic Survey in June 1991..
 JE0702
 JE0702.The geoid height was determined by GEOID03.
 JE0702
 JE0702.The dynamic height is computed by dividing the NAVD 88
 JE0702.geopotential number by the normal gravity value computed on the
 JE0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0702.degrees latitude (g = 980.6199 gals.).
 JE0702
 JE0702.The modeled gravity was interpolated from observed gravity values.
 JE0702
 JE0702;                    North         East    Units  Estimated Accuracy
 JE0702;SPC MO W     -   227,500.      881,310.      MT  (+/- 180 meters Scaled)
 JE0702
 JE0702                          SUPERSEDED SURVEY CONTROL
 JE0702
 JE0702  NGVD 29 (??/??/92)  303.866  (m)          996.93   (f) ADJ UNCH    2 0
 JE0702
 JE0702.Superseded values are not recommended for survey control.
 JE0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0702.See file dsdata.txt to determine how the superseded data were derived.
 JE0702
 JE0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC999304(NAD 83)
 JE0702_MARKER: DR = REFERENCE MARK DISK
 JE0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0702+STABILITY: SURFACE MOTION
 JE0702
 JE0702  HISTORY     - Date     Condition        Report By
 JE0702  HISTORY     - 1948     MONUMENTED       CGS
 JE0702  HISTORY     - 1963     GOOD             NGS
 JE0702
 JE0702                          STATION DESCRIPTION
 JE0702
 JE0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0702'7.3 MI W FROM APPLETON CITY.
 JE0702'ABOUT 7.3 MILES WEST ALONG STATE HIGHWAY 52 FROM THE
 JE0702'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, 48 FEET
 JE0702'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 154 FEET SOUTH OF THE
 JE0702'SOUTHEAST CORNER OF A SMALL CHURCH, 49 FEET WEST OF AN 11 INCH
 JE0702'MAPLE TREE, 65 FEET EAST OF A FENCE CORNER, 156.6 FEET SOUTHWEST
 JE0702'OF HUDSON 1948, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JE0702'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JE0702'NOTE-- DISK HAS BEEN BATTERED AND THE TOP IS MUTILATED MAKING
 JE0702'IT IMPOSSIBLE TO READ THE STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0700 ***********************************************************************
 JE0700  DESIGNATION -  HUDSON RM 3
 JE0700  PID         -  JE0700
 JE0700  STATE/COUNTY-  MO/BATES
 JE0700  USGS QUAD   -  PLEASANT GAP (1961)
 JE0700
 JE0700                         *CURRENT SURVEY CONTROL
 JE0700  ___________________________________________________________________
 JE0700* NAD 83(1986)-  38 12 58.     (N)    094 08 33.     (W)     SCALED    
 JE0700* NAVD 88     -       304.464  (meters)     998.90   (feet)  ADJUSTED  
 JE0700  ___________________________________________________________________
 JE0700  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0700  DYNAMIC HT  -         304.242 (meters)     998.17  (feet)  COMP
 JE0700  MODELED GRAV-     979,893.6   (mgal)                       NAVD 88
 JE0700
 JE0700  VERT ORDER  -  SECOND    CLASS 0
 JE0700
 JE0700.The horizontal coordinates were scaled from a topographic map and have
 JE0700.an estimated accuracy of +/- 6 seconds.
 JE0700
 JE0700.The orthometric height was determined by differential leveling
 JE0700.and adjusted by the National Geodetic Survey in June 1991..
 JE0700
 JE0700.The geoid height was determined by GEOID03.
 JE0700
 JE0700.The dynamic height is computed by dividing the NAVD 88
 JE0700.geopotential number by the normal gravity value computed on the
 JE0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0700.degrees latitude (g = 980.6199 gals.).
 JE0700
 JE0700.The modeled gravity was interpolated from observed gravity values.
 JE0700
 JE0700;                    North         East    Units  Estimated Accuracy
 JE0700;SPC MO W     -   227,500.      881,310.      MT  (+/- 180 meters Scaled)
 JE0700
 JE0700                          SUPERSEDED SURVEY CONTROL
 JE0700
 JE0700  NGVD 29 (??/??/92)  304.355  (m)          998.54   (f) ADJ UNCH    2 0
 JE0700
 JE0700.Superseded values are not recommended for survey control.
 JE0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0700.See file dsdata.txt to determine how the superseded data were derived.
 JE0700
 JE0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC999304(NAD 83)
 JE0700_MARKER: DR = REFERENCE MARK DISK
 JE0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0700_STAMPING: HUDSON 1948
 JE0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0700+STABILITY: SURFACE MOTION
 JE0700
 JE0700  HISTORY     - Date     Condition        Report By
 JE0700  HISTORY     - 1963     MONUMENTED       CGS
 JE0700  HISTORY     - 1963     GOOD             NGS
 JE0700  HISTORY     - 20060826 GOOD             INDIV
 JE0700
 JE0700                          STATION DESCRIPTION
 JE0700
 JE0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0700'7.3 MI W FROM APPLETON CITY.
 JE0700'ABOUT 7.3 MILES WEST ALONG STATE HIGHWAY 52 FROM THE
 JE0700'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, 44 FEET
 JE0700'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 74 FEET EAST OF THE
 JE0700'NORTHEAST CORNER OF YORKS GROCERY STORE, 13 FEET EAST OF A
 JE0700'TELEPHONE POLE, 18 FEET NORTH OF A PARALAND GAS SIGN, 113.3
 JE0700'FEET SOUTHEAST OF HUDSON 1948, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 JE0700'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JE0700'THE GROUND.
 JE0700
 JE0700                          STATION RECOVERY (2006)
 JE0700
 JE0700'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0700'THE TELEPHONE POLE HAS BEEN REMOVED.  THE PARALAND GAS SIGN HAS BEEN
 JE0700'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0961 ***********************************************************************
 JC0961  DESIGNATION -  HUGHES
 JC0961  PID         -  JC0961
 JC0961  STATE/COUNTY-  MO/CRAWFORD
 JC0961  USGS QUAD   -  ROSATI (1979)
 JC0961
 JC0961                         *CURRENT SURVEY CONTROL
 JC0961  ___________________________________________________________________
 JC0961* NAD 83(1997)-  38 02 27.02475(N)    091 30 51.16194(W)     ADJUSTED  
 JC0961* NAVD 88     -       357.524  (meters)    1172.98   (feet)  ADJUSTED  
 JC0961  ___________________________________________________________________
 JC0961  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 JC0961  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JC0961  DYNAMIC HT  -         357.262 (meters)    1172.12  (feet)  COMP
 JC0961  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 JC0961
 JC0961  HORZ ORDER  -  FIRST
 JC0961  VERT ORDER  -  FIRST     CLASS II
 JC0961
 JC0961.The horizontal coordinates were established by classical geodetic methods
 JC0961.and adjusted by the National Geodetic Survey in February 2000..
 JC0961
 JC0961.The orthometric height was determined by differential leveling
 JC0961.and adjusted by the National Geodetic Survey in June 1991..
 JC0961
 JC0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0961
 JC0961.The geoid height was determined by GEOID03.
 JC0961
 JC0961.The dynamic height is computed by dividing the NAVD 88
 JC0961.geopotential number by the normal gravity value computed on the
 JC0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0961.degrees latitude (g = 980.6199 gals.).
 JC0961
 JC0961.The modeled gravity was interpolated from observed gravity values.
 JC0961
 JC0961;                    North         East     Units Scale Factor Converg.
 JC0961;SPC MO E     -   245,450.639   160,973.525   MT  1.00003091   -0 37 30.1
 JC0961;SPC MO C     -   245,423.802   586,531.446   MT  1.00002552   +0 36 27.0
 JC0961;UTM  15      - 4,211,388.194   630,379.422   MT  0.99980936   +0 54 56.5
 JC0961
 JC0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0961!SPC MO E     -   0.99994873  x   1.00003091  =   0.99997964
 JC0961!SPC MO C     -   0.99994873  x   1.00002552  =   0.99997425
 JC0961!UTM  15      -   0.99994873  x   0.99980936  =   0.99975810
 JC0961
 JC0961|---------------------------------------------------------------------|
 JC0961| PID    Reference Object                     Distance      Geod. Az  |
 JC0961|                                                           dddmmss.s |
 JC0961| JC0963 HUGHES RM 2                          37.420 METERS 01421     |
 JC0961| JC0960 HUGHES AZ MK                                       0491306.1 |
 JC0961| JC1487 CUBA MUNICIPAL TANK                 APPROX. 9.4 KM 0764051.0 |
 JC0961| HC0768 GULF PUMP STA S STEELVILLE TK       APPROX.20.3 KM 1251315.1 |
 JC0961| HC0860 ST JAMES MUNICIPAL TANK             APPROX.10.0 KM 2404617.3 |
 JC0961| JC1508 ST JAMES SOLDIERS HOME TANK         APPROX. 9.8 KM 2455503.6 |
 JC0961| HC0893 ROLLA SCH OF MINES PWR STK          APPROX.24.8 KM 2471025.5 |
 JC0961| HC0894 ROLLA SCHOOL OF MINES TANK          APPROX.24.7 KM 2474811.9 |
 JC0961| JC0962 HUGHES RM 1                          45.912 METERS 26859     |
 JC0961|---------------------------------------------------------------------|
 JC0961
 JC0961                          SUPERSEDED SURVEY CONTROL
 JC0961
 JC0961  NAD 83(1986)-  38 02 27.03982(N)    091 30 51.16040(W) AD(       ) 1
 JC0961  NAD 27      -  38 02 26.88500(N)    091 30 50.60100(W) AD(       ) 1
 JC0961  NGVD 29 (??/??/92)  357.504  (m)         1172.91   (f) ADJ UNCH    1 2
 JC0961
 JC0961.Superseded values are not recommended for survey control.
 JC0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0961.See file dsdata.txt to determine how the superseded data were derived.
 JC0961
 JC0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC3037911388(NAD 83)
 JC0961_MARKER: DS = TRIANGULATION STATION DISK
 JC0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0961_STAMPING: HUGHES 1933
 JC0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0961+STABILITY: SURFACE MOTION
 JC0961
 JC0961  HISTORY     - Date     Condition        Report By
 JC0961  HISTORY     - 1934     MONUMENTED       CGS
 JC0961  HISTORY     - 1946     GOOD             CGS
 JC0961  HISTORY     - 1947     GOOD             CGS
 JC0961  HISTORY     - 1949     GOOD             NGS
 JC0961
 JC0961                          STATION DESCRIPTION
 JC0961
 JC0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JC0961'ABOUT 7 MILES SW OF CUBA, IN SE 1/4 SEC. 1, T 38 N, R 5 W, IN
 JC0961'HIGHEST POINT OF CLEARED FIELD OWNED BY MR. HUGHES, AND NE OF
 JC0961'HIS HOUSE.  TO REACH FROM CUBA, GO W 5.7 MILES ON STATE HIGHWAY
 JC0961'66 TO GRAVEL ROAD WHICH FORKS TO RIGHT, FOLLOW THIS ROAD 1.1
 JC0961'MILES TO STATION ON N SIDE OF ROAD IN CLEARED FIELD.
 JC0961'
 JC0961'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 JC0961'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 JC0961'STANDARD REFERENCE DISKS IN CONCRETE.
 JC0961'
 JC0961'REFERENCE MARK NO. 1 IS ALONG FENCE ON N SIDE OF E-W COUNTRY
 JC0961'ROAD, 7.75 METERS (25.4 FEET) FROM CENTER LINE OF THIS ROAD AND
 JC0961'45.90 METERS (150.6 FEET) FROM STATION.
 JC0961'REFERENCE MARK NO. 2 IS ALONG SAME FENCE LINE, 26.3 METERS (86
 JC0961'FEET) FROM CENTER LINE OF E-W COUNTRY ROAD, AND 37.42 METERS
 JC0961'(122.8 FEET) FROM STATION.  AZIMUTH
 JC0961'MARK IS ABOUT 100 FEET N OF E-W ROAD 300 FEET E OF AND ON
 JC0961'OPPOSITE SIDE OF ROAD FROM FARMHOUSE, AND 0.3 MILE FROM
 JC0961'STATION.  BEARING FROM
 JC0961'STATION TO ST. JAMES MUNICIPAL WATER TANK IS S 60 DEG 46 MIN W.
 JC0961
 JC0961                          STATION RECOVERY (1946)
 JC0961
 JC0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 JC0961'THE STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 JC0961'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE DESCRIBED.
 JC0961'
 JC0961'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JC0961'
 JC0961'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF ST. JAMES,
 JC0961'IN THE NORTHWEST CORNER OF THE SE 1/4 OF SEC. 6 (NOT IN SEC. 1
 JC0961'AS IN ORIGINAL DESCRIPTION) T. 38 N., R. 5 W.  IT IS 56 FEET
 JC0961'SOUTH OF THE CENTERLINE OF THE MAIN ROAD AND 52 FEET
 JC0961'EAST-SOUTHEAST OF TWIN OAK TREES WITH TRIANGLE BLAZES.  THE
 JC0961'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HUGHES 1933.
 JC0961'
 JC0961'REFERENCE MARK NO. 1 IS 150.63 FEET WEST OF THE STATION, 27
 JC0961'FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD AND 9 FEET EAST OF
 JC0961'A TELEPHONE POLE NO. 2400.  THE MARK PROJECTS 8 INCHES AND THE
 JC0961'DISK IS STAMPED HUGHES NO 1 1933.
 JC0961'
 JC0961'REFERENCE MARK NO. 2 IS 122.77 FEET NORTH-NORTHEAST OF THE
 JC0961'STATION AND 26 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD.
 JC0961'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HUGHES NO 2
 JC0961'1933.
 JC0961'
 JC0961'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE STATION,
 JC0961'ALONG THE WEST SIDE OF A LANE LEADING NORTH OF THE MAIN ROAD.
 JC0961'IT IS 85 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD AND 7
 JC0961'FEET EAST OF THE WEST FENCELINE OF LANE.  THE MARK PROJECTS 8
 JC0961'INCHES AND THE DISK IS STAMPED HUGHES 1933.
 JC0961'
 JC0961'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 66 AND
 JC0961'STATE HIGHWAY NO. 68 IN ST. JAMES GO EASTERLY ON U.S. HIGHWAY NO.
 JC0961'66 FOR 5.7 MILES TO THE CROSSROADS AT PHELPS-CRAWFORD COUNTY-LINE,
 JC0961'TURN LEFT FOR 0.25 MILE TO A CROSSROADS, TURN RIGHT (EAST) FOR
 JC0961'0.75 MILE TO STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 JC0961'FROM THE STATION, GO EAST FOR 0.2 MILE TO A DIM LANE LEFT
 JC0961'(NORTH), TURN LEFT FOR 85 FEET TO MARK.
 JC0961'
 JC0961'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JC0961
 JC0961                          STATION RECOVERY (1947)
 JC0961
 JC0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC0961'THE STATION WAS RECOVERED AS DESCRIBED, ALL MARKS ARE IN GOOD
 JC0961'CONDITION.  SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS
 JC0961'ARE AS DESCRIBED IN NOTES- 1B, 7A AND 11B.
 JC0961'
 JC0961'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF ST. JAMES, IN
 JC0961'THE NW CORNER OF THE SE 1/4 OF SEC. 6 T. 38 N., R. 5 W.  IT IS
 JC0961'56 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 52 FEET
 JC0961'EAST-SOUTHEAST OF TWIN OAK TREES WITH TRIANGLE BLAZES.  THE
 JC0961'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HUGHES 1933.
 JC0961'
 JC0961'REFERENCE MARK NO. 1 IS 150.63 FEET WEST OF THE STATION, 27
 JC0961'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 9 FEET EAST OF
 JC0961'TELEPHONE POLE NO. 2400.  THE MARK PROJECTS 8 INCHES AND THE
 JC0961'DISK IS STAMPED HUGHES NO 1 1933.
 JC0961'
 JC0961'REFERENCE MARK NO. 2 IS 122.77 FEET NORTH-NORTHEAST OF THE
 JC0961'STATION AND 26 FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE
 JC0961'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HUGHES NO 2 1933.
 JC0961'
 JC0961'AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE STATION, 85
 JC0961'FEET NORTH OF THE CENTERLINE OF THE ROAD, 7 FEET EAST OF THE
 JC0961'WEST FENCE OF LANE AND 2 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 JC0961'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HUGHES 1933.
 JC0961'
 JC0961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 68
 JC0961'IN ST. JAMES, GO EAST ON HIGHWAY 66 5.7 MILES TO CROSSROADS AT
 JC0961'THE PHELPS-CRAWFORD COUNTY LINE, TURN LEFT 0.25 MILE TO
 JC0961'CROSSROADS, TURN RIGHT 0.75 MILE TO THE STATION ON THE RIGHT.
 JC0961'CONTINUE ON PAST STATION 0.2 MILE TO DIM LANE LEFT AND AZIMUTH
 JC0961'MARK AS DESCRIBED.
 JC0961'
 JC0961'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 JC0961
 JC0961                          STATION RECOVERY (1949)
 JC0961
 JC0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JC0961'7.2 MI SW FROM CUBA.
 JC0961'ABOUT 6.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0961'FROM THE STATION AT CUBA, THENCE ABOUT 1.05 MILES WEST ALONG A
 JC0961'GRAVEL ROAD, NEAR THE TOP OF A GRADE, 122.8 FEET SOUTH OF R.M. NO
 JC0961'2, 150.6 FEET EAST OF AND ACROSS THE ROAD FROM R.M. NO 1, 57 FEET
 JC0961'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET EAST OF THE CENTER
 JC0961'LINE OF A TRAIL LEADING SOUTH, 20.5 FEET SOUTHEAST OF THE SOUTHEAST
 JC0961'POINT OF A TRIANGLE SHAPED LARGE FLAT ROCK, 2 FEET SOUTHEAST OF A
 JC0961'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD
 JC0961'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2597 ***********************************************************************
 JD2597  DESIGNATION -  HUGHES
 JD2597  PID         -  JD2597
 JD2597  STATE/COUNTY-  MO/MORGAN
 JD2597  USGS QUAD   -  STOVER (1982)
 JD2597
 JD2597                         *CURRENT SURVEY CONTROL
 JD2597  ___________________________________________________________________
 JD2597* NAD 83(1997)-  38 25 56.68704(N)    092 55 52.82983(W)     ADJUSTED  
 JD2597* NAVD 88     -       338.7    (meters)    1111.     (feet)  VERTCON   
 JD2597  ___________________________________________________________________
 JD2597  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 JD2597  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD2597
 JD2597  HORZ ORDER  -  FIRST
 JD2597
 JD2597.The horizontal coordinates were established by classical geodetic methods
 JD2597.and adjusted by the National Geodetic Survey in February 2000..
 JD2597
 JD2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2597
 JD2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2597
 JD2597.The geoid height was determined by GEOID03.
 JD2597
 JD2597;                    North         East     Units Scale Factor Converg.
 JD2597;SPC MO C     -   288,515.243   462,340.172   MT  0.99995079   -0 16 05.2
 JD2597;UTM  15      - 4,253,796.151   505,992.455   MT  0.99960044   +0 02 33.6
 JD2597
 JD2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2597!SPC MO C     -   0.99995196  x   0.99995079  =   0.99990275
 JD2597!UTM  15      -   0.99995196  x   0.99960044  =   0.99955242
 JD2597
 JD2597:                Primary Azimuth Mark                     Grid Az
 JD2597:SPC MO C     -  VERSAILLES N BASE                        058 29 12.6
 JD2597:UTM  15      -  VERSAILLES N BASE                        058 10 33.8
 JD2597
 JD2597|---------------------------------------------------------------------|
 JD2597| PID    Reference Object                     Distance      Geod. Az  |
 JD2597|                                                           dddmmss.s |
 JD2597| JD0295 VERSAILLES N BASE                   APPROX.12.8 KM 0581307.4 |
 JD2597| JD2651 SEDALIA CHURCH SPIRE                APPROX.39.9 KM 3194601.7 |
 JD2597|---------------------------------------------------------------------|
 JD2597
 JD2597                          SUPERSEDED SURVEY CONTROL
 JD2597
 JD2597  NAD 83(1986)-  38 25 56.69899(N)    092 55 52.83075(W) AD(       ) 1
 JD2597  NAD 27      -  38 25 56.61260(N)    092 55 52.12770(W) AD(       ) 1
 JD2597  NGVD 29 (07/19/86)  338.6    (m)         1111.     (f) VERT ANG       
 JD2597
 JD2597.Superseded values are not recommended for survey control.
 JD2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2597.See file dsdata.txt to determine how the superseded data were derived.
 JD2597
 JD2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC0599253796(NAD 83)
 JD2597_MARKER: Z = SEE DESCRIPTION
 JD2597_SETTING: 0 = UNSPECIFIED SETTING
 JD2597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2597
 JD2597  HISTORY     - Date     Condition        Report By
 JD2597  HISTORY     - 1880     MONUMENTED       CGS
 JD2597  HISTORY     - 1935     MARK NOT FOUND   CGS
 JD2597
 JD2597                          STATION DESCRIPTION
 JD2597
 JD2597'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2597'STATION IS 4.8 MILES W OF VERSAILLES COURTHOUSE ON N SIDE OF STATE
 JD2597'HIGHWAY 52, ON LAND OWNED BY A WOMAN IN NEW YORK, NAME UNKNOWN.
 JD2597'NO DEFINITE LOCAL INFORMATION COULD BE OBTAINED, BUT STATION IS
 JD2597'PROBABLY BENEATH CORN CRIB WHICH IS ABOUT 100 FEET W OF WELL AND
 JD2597'ABOUT 200 FEET W OF N OF HOUSE.  STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2598 ***********************************************************************
 JD2598  DESIGNATION -  HUGHES 2
 JD2598  PID         -  JD2598
 JD2598  STATE/COUNTY-  MO/MORGAN
 JD2598  USGS QUAD   -  STOVER (1982)
 JD2598
 JD2598                         *CURRENT SURVEY CONTROL
 JD2598  ___________________________________________________________________
 JD2598* NAD 83(1997)-  38 25 57.07114(N)    092 55 51.40496(W)     ADJUSTED  
 JD2598* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 JD2598  ___________________________________________________________________
 JD2598  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 JD2598  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD2598
 JD2598  HORZ ORDER  -  SECOND
 JD2598
 JD2598.The horizontal coordinates were established by classical geodetic methods
 JD2598.and adjusted by the National Geodetic Survey in February 2000..
 JD2598
 JD2598.The orthometric height was scaled from a topographic map.
 JD2598
 JD2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2598
 JD2598.The geoid height was determined by GEOID03.
 JD2598
 JD2598;                    North         East     Units Scale Factor Converg.
 JD2598;SPC MO C     -   288,526.924   462,374.784   MT  0.99995076   -0 16 04.4
 JD2598;UTM  15      - 4,253,808.015   506,026.991   MT  0.99960045   +0 02 34.5
 JD2598
 JD2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2598!SPC MO C     -   0.99995174  x   0.99995076  =   0.99990250
 JD2598!UTM  15      -   0.99995174  x   0.99960045  =   0.99955221
 JD2598
 JD2598|---------------------------------------------------------------------|
 JD2598| PID    Reference Object                     Distance      Geod. Az  |
 JD2598|                                                           dddmmss.s |
 JD2598| CN6451 HUGHES 2 RM 1                        23.549 METERS 02601     |
 JD2598| JD2585 VERSAILLES MORGAN CO CTHSE          APPROX. 7.8 KM 0905924.9 |
 JD2598| JD2586 VERSAILLES MUNICIPAL TANK           APPROX. 8.1 KM 0924014.0 |
 JD2598| JD0315 HUGHES 2 AZ MK                                     0973905.8 |
 JD2598| CN6452 HUGHES 2 RM 2                        22.555 METERS 27113     |
 JD2598| JD2596 STOVER MUNICIPAL TANK               APPROX. 5.7 KM 2793741.1 |
 JD2598|---------------------------------------------------------------------|
 JD2598
 JD2598                          SUPERSEDED SURVEY CONTROL
 JD2598
 JD2598  NAD 83(1986)-  38 25 57.08384(N)    092 55 51.40578(W) AD(       ) 2
 JD2598  NAD 27      -  38 25 56.99867(N)    092 55 50.69212(W) AD(       ) 2
 JD2598
 JD2598.Superseded values are not recommended for survey control.
 JD2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2598.See file dsdata.txt to determine how the superseded data were derived.
 JD2598
 JD2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC0602753808(NAD 83)
 JD2598_MARKER: DS = TRIANGULATION STATION DISK
 JD2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2598
 JD2598  HISTORY     - Date     Condition        Report By
 JD2598  HISTORY     - 1947     MONUMENTED       CGS
 JD2598  HISTORY     - 1963     GOOD             CGS
 JD2598
 JD2598                          STATION DESCRIPTION
 JD2598
 JD2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2598'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF VERSAILLES, IN A
 JD2598'BARN YARD, NEAR THE CENTER OF SEC. 5, T. 42 N., R. 18 W- IT IS
 JD2598'77 FEET EAST OF THE NORTHEAST CORNER OF THE BARN, 44 FEET
 JD2598'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE TO WELL, 30
 JD2598'FEET WEST OF LOT FENCE AND 14 FEET SOUTH OF AN OLD CONCRETE
 JD2598'FOUNDATION.  THE MARK IS ABOUT 6 INCHES BELOW THE SURFACE OF
 JD2598'THE GROUND AND THE DISK IS STAMPED HUGHES 2 1947.
 JD2598'
 JD2598'REFERENCE MARK NO. 1 IS 77.20 FEET NORTH-NORTHEAST OF THE STATION,
 JD2598'16 FEET NORTH OF THE NORTH POST OF A GATE, 12 FEET NORTH OF THE
 JD2598'NORTHEAST CORNER OF AN OLD CONCRETE FOUNDATION AND 1 FOOT WEST OF
 JD2598'THE LOT FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JD2598'STAMPED HUGHES 2 NO 1 1947.
 JD2598'
 JD2598'REFERENCE MARK NO. 2 IS 73.99 FEET WEST OF THE STATION AND 1
 JD2598'FOOT NORTH OF THE NORTHWEST CORNER OF THE BARN.  THE MARK
 JD2598'PROJECTS 4 INCHES AND THE DISK IS STAMPED HUGHES 2 NO 2 1947.
 JD2598'
 JD2598'AZIMUTH MARK IS ABOUT 0.7 MILE EAST-NORTHEAST OF THE STATION,
 JD2598'35 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 52, 16 FEET WEST
 JD2598'OF THE CENTERLINE OF DRIVEWAY LEADING TO FARM HOME, 4 FEET NORTH
 JD2598'OF THE FENCE AND 4 FEET NORTH-NORTHEAST OF A WITNESS POST.  THE
 JD2598'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HUGHES 2 1947.
 JD2598'
 JD2598'TO REACH FROM THE COURTHOUSE IN VERSAILLES, GO WEST ON STATE HIGHWAY
 JD2598'52 FOR 5.0 MILES TO A FARM HOME ON THE RIGHT, TURN RIGHT THROUGH
 JD2598'GATE 0.1 MILE TO BARN AND STATION AS DESCRIBED.
 JD2598'
 JD2598'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON HIGHWAY 52
 JD2598'FOR 0.7 MILE TO A DRIVEWAY LEADING TO A FARM HOME ON THE RIGHT
 JD2598'AND MARK AS DESCRIBED.
 JD2598'
 JD2598'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2598
 JD2598                          STATION RECOVERY (1963)
 JD2598
 JD2598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2598'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 JD2598'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  REFERENCE MARK NO.
 JD2598'1 IS IN A LEANING POSITION, THE HORIZONTAL DISTANCE WAS FOUND IN
 JD2598'ERROR.  A NEW DESCRIPTION FOLLOWS.
 JD2598'
 JD2598'THE STATION IS LOCATED 5 MILES WEST OF VERSAILLES, 3 MILES EAST OF
 JD2598'STOVER, 74 FEET EAST OF THE NORTHEAST CORNER OF AN OLD BARN, NEAR
 JD2598'THE EAST END OF A ROW OF FEED BUNKS, ON PROPERTY OWNED BY MR.
 JD2598'WAYNE MILLER.
 JD2598'
 JD2598'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 AND
 JD2598'135 IN STOVER, GO EAST ON STATE HIGHWAY 52 FOR 3.5 MILES TO THE
 JD2598'JUNCTION OF COUNTY ROAD YY.  CONTINUE STRAIGHT AHEAD ON STATE
 JD2598'HIGHWAY 52 FOR 0.1 MILE TO A FARM DRIVE ON THE LEFT.  (TO REACH
 JD2598'THE AZIMUTH MARK FROM THIS POINT CONTINUE EAST ON STATE HIGHWAY
 JD2598'52 FOR 0.7 MILE TO THE MARK ON THE RIGHT.) TURN LEFT INTO FARM
 JD2598'DRIVE AND GO NORTH FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 JD2598'
 JD2598'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A MASS OF
 JD2598'CONCRETE WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 JD2598'STAMPED HUGHES 2 1947.  IT IS 73.99 FEET EAST OF THE NORTHEAST
 JD2598'CORNER OF AN OLD BARN, 26 FEET NORTHWEST OF THE NORTHWEST CORNER
 JD2598'OF A CONCRETE STOCK TANK, 14.2 FEET SOUTH OF AN OLD CONCRETE
 JD2598'FOUNDATION AND 6.7 FEET WEST OF A FENCE CORNER NEAR THE EAST END
 JD2598'OF A ROW OF FEED BUNKS.
 JD2598'
 JD2598'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 JD2598'12-INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS
 JD2598'STAMPED HUGHES 2 NO 1 1947.  IT IS 7 FEET NORTH OF THE CENTER OF
 JD2598'A BOARD GATE AND 1 FOOT SOUTHWEST OF A CORNER POST.
 JD2598'
 JD2598'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 JD2598'12-INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS
 JD2598'STAMPED HUGHES 2 NO 2 1947.  IT IS SET AT THE NORTHEAST CORNER OF
 JD2598'A BARN.
 JD2598'
 JD2598'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JD2598'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED
 JD2598'HUGHES 2 1947.  IT IS 34 FEET SOUTH OF THE CENTER OF STATE
 JD2598'HIGHWAY 52, 16 FEET WEST OF THE CENTER OF A FARM DRIVE, 4 FEET
 JD2598'NORTH OF AN EAST-WEST FENCE LINE AND 1 FOOT SOUTH OF A METAL
 JD2598'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0315 ***********************************************************************
 JD0315  DESIGNATION -  HUGHES 2 AZ MK
 JD0315  PID         -  JD0315
 JD0315  STATE/COUNTY-  MO/MORGAN
 JD0315  USGS QUAD   -  STOVER (1982)
 JD0315
 JD0315                         *CURRENT SURVEY CONTROL
 JD0315  ___________________________________________________________________
 JD0315* NAD 83(1986)-  38 25 52.     (N)    092 55 08.     (W)     SCALED    
 JD0315* NAVD 88     -       332.639  (meters)    1091.33   (feet)  ADJUSTED  
 JD0315  ___________________________________________________________________
 JD0315  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD0315  DYNAMIC HT  -         332.400 (meters)    1090.55  (feet)  COMP
 JD0315  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 JD0315
 JD0315  VERT ORDER  -  SECOND    CLASS 0
 JD0315
 JD0315.The horizontal coordinates were scaled from a topographic map and have
 JD0315.an estimated accuracy of +/- 6 seconds.
 JD0315
 JD0315.The orthometric height was determined by differential leveling
 JD0315.and adjusted by the National Geodetic Survey in June 1991..
 JD0315
 JD0315.The geoid height was determined by GEOID03.
 JD0315
 JD0315.The dynamic height is computed by dividing the NAVD 88
 JD0315.geopotential number by the normal gravity value computed on the
 JD0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0315.degrees latitude (g = 980.6199 gals.).
 JD0315
 JD0315.The modeled gravity was interpolated from observed gravity values.
 JD0315
 JD0315;                    North         East    Units  Estimated Accuracy
 JD0315;SPC MO C     -   288,370.      463,430.      MT  (+/- 180 meters Scaled)
 JD0315
 JD0315                          SUPERSEDED SURVEY CONTROL
 JD0315
 JD0315  NGVD 29 (??/??/92)  332.520  (m)         1090.94   (f) ADJ UNCH    2 0
 JD0315
 JD0315.Superseded values are not recommended for survey control.
 JD0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0315.See file dsdata.txt to determine how the superseded data were derived.
 JD0315
 JD0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC070536(NAD 83)
 JD0315_MARKER: DZ = AZIMUTH MARK DISK
 JD0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0315_STAMPING: HUGHES 1947
 JD0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0315+STABILITY: SURFACE MOTION
 JD0315
 JD0315  HISTORY     - Date     Condition        Report By
 JD0315  HISTORY     - 1947     MONUMENTED       CGS
 JD0315  HISTORY     - 1963     GOOD             NGS
 JD0315
 JD0315                          STATION DESCRIPTION
 JD0315
 JD0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0315'4.8 MI E FROM STOVER.
 JD0315'ABOUT 4.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0315'RAILROAD FROM THE STATION AT STOVER, THENCE 0.3 MILE NORTH
 JD0315'ALONG A PRIVATE ROAD, THENCE 0.2 MILE WEST ALONG STATE HIGHWAY
 JD0315'52, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 JD0315'WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 80 1/2 FEET
 JD0315'EAST OF A TELEPHONE POLE, 4 FEET NORTH OF A FENCE, 1.0 FOOT
 JD0315'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JD0315'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0960 ***********************************************************************
 JC0960  DESIGNATION -  HUGHES AZ MK
 JC0960  PID         -  JC0960
 JC0960  STATE/COUNTY-  MO/CRAWFORD
 JC0960  USGS QUAD   -  ROSATI (1979)
 JC0960
 JC0960                         *CURRENT SURVEY CONTROL
 JC0960  ___________________________________________________________________
 JC0960* NAD 83(1986)-  38 02 27.     (N)    091 30 50.     (W)     SCALED    
 JC0960* NAVD 88     -       349.751  (meters)    1147.47   (feet)  ADJUSTED  
 JC0960  ___________________________________________________________________
 JC0960  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JC0960  DYNAMIC HT  -         349.495 (meters)    1146.63  (feet)  COMP
 JC0960  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 JC0960
 JC0960  VERT ORDER  -  FIRST     CLASS II
 JC0960
 JC0960.The horizontal coordinates were scaled from a topographic map and have
 JC0960.an estimated accuracy of +/- 6 seconds.
 JC0960
 JC0960.The orthometric height was determined by differential leveling
 JC0960.and adjusted by the National Geodetic Survey in June 1991..
 JC0960
 JC0960.The geoid height was determined by GEOID03.
 JC0960
 JC0960.The dynamic height is computed by dividing the NAVD 88
 JC0960.geopotential number by the normal gravity value computed on the
 JC0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0960.degrees latitude (g = 980.6199 gals.).
 JC0960
 JC0960.The modeled gravity was interpolated from observed gravity values.
 JC0960
 JC0960;                    North         East    Units  Estimated Accuracy
 JC0960;SPC MO E     -   245,450.      161,000.      MT  (+/- 180 meters Scaled)
 JC0960
 JC0960                          SUPERSEDED SURVEY CONTROL
 JC0960
 JC0960  NGVD 29 (??/??/92)  349.731  (m)         1147.41   (f) ADJ UNCH    1 2
 JC0960
 JC0960.Superseded values are not recommended for survey control.
 JC0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0960.See file dsdata.txt to determine how the superseded data were derived.
 JC0960
 JC0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC304113(NAD 83)
 JC0960_MARKER: DZ = AZIMUTH MARK DISK
 JC0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0960_STAMPING: HUGHES AZI 1933
 JC0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0960+STABILITY: SURFACE MOTION
 JC0960
 JC0960  HISTORY     - Date     Condition        Report By
 JC0960  HISTORY     - 1933     MONUMENTED       CGS
 JC0960  HISTORY     - 1949     GOOD             NGS
 JC0960
 JC0960                          STATION DESCRIPTION
 JC0960
 JC0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0960'7 MI SW FROM CUBA.
 JC0960'ABOUT 6.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0960'FROM THE STATION AT CUBA, THENCE ABOUT 0.9 MILE WEST ALONG A GRAVEL
 JC0960'ROAD, ABOUT 80 YARDS NORTH-NORTHEAST AND ACROSS THE ROAD FROM A
 JC0960'FARM HOUSE, 82 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 JC0960'74 FEET NORTH OF A FENCE CORNER, 58.5 FEET NORTHWEST OF TELEPHONE
 JC0960'POLE IE 56, 7 FEET EAST OF FENCE LINE, 2 FEET SOUTH OF A WHITE
 JC0960'WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
 JC0960'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0962 ***********************************************************************
 JC0962  DESIGNATION -  HUGHES RM 1
 JC0962  PID         -  JC0962
 JC0962  STATE/COUNTY-  MO/CRAWFORD
 JC0962  USGS QUAD   -  ROSATI (1979)
 JC0962
 JC0962                         *CURRENT SURVEY CONTROL
 JC0962  ___________________________________________________________________
 JC0962* NAD 83(1986)-  38 02 26.     (N)    091 30 51.     (W)     SCALED    
 JC0962* NAVD 88     -       356.073  (meters)    1168.22   (feet)  ADJUSTED  
 JC0962  ___________________________________________________________________
 JC0962  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JC0962  DYNAMIC HT  -         355.812 (meters)    1167.36  (feet)  COMP
 JC0962  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 JC0962
 JC0962  VERT ORDER  -  FIRST     CLASS II
 JC0962
 JC0962.The horizontal coordinates were scaled from a topographic map and have
 JC0962.an estimated accuracy of +/- 6 seconds.
 JC0962
 JC0962.The orthometric height was determined by differential leveling
 JC0962.and adjusted by the National Geodetic Survey in June 1991..
 JC0962
 JC0962.The geoid height was determined by GEOID03.
 JC0962
 JC0962.The dynamic height is computed by dividing the NAVD 88
 JC0962.geopotential number by the normal gravity value computed on the
 JC0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0962.degrees latitude (g = 980.6199 gals.).
 JC0962
 JC0962.The modeled gravity was interpolated from observed gravity values.
 JC0962
 JC0962;                    North         East    Units  Estimated Accuracy
 JC0962;SPC MO E     -   245,420.      160,980.      MT  (+/- 180 meters Scaled)
 JC0962
 JC0962                          SUPERSEDED SURVEY CONTROL
 JC0962
 JC0962  NGVD 29 (??/??/92)  356.052  (m)         1168.15   (f) ADJ UNCH    1 2
 JC0962
 JC0962.Superseded values are not recommended for survey control.
 JC0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0962.See file dsdata.txt to determine how the superseded data were derived.
 JC0962
 JC0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC303113(NAD 83)
 JC0962_MARKER: DR = REFERENCE MARK DISK
 JC0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0962_STAMPING: HUGHES NO 1 1933
 JC0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0962+STABILITY: SURFACE MOTION
 JC0962
 JC0962  HISTORY     - Date     Condition        Report By
 JC0962  HISTORY     - 1933     MONUMENTED       CGS
 JC0962  HISTORY     - 1949     GOOD             NGS
 JC0962
 JC0962                          STATION DESCRIPTION
 JC0962
 JC0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0962'7.2 MI SW FROM CUBA.
 JC0962'ABOUT 6.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0962'RAILWAY FROM THE STATION AT CUBA, THENCE ABOUT 1.05 MILES WEST ALONG
 JC0962'A GRAVEL ROAD, ABOUT 50 YARDS SOUTHWEST OF THE TOP OF THE GRADE,
 JC0962'217 FEET SOUTHWEST OF R.M. NO 2, 150.6 FEET WEST OF HUGHES STA, 26
 JC0962'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTHEAST
 JC0962'OF TELEPHONE POLE NO 2400, 2 FEET NORTHWEST OF A WHITE WOODEN
 JC0962'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JC0962'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0963 ***********************************************************************
 JC0963  DESIGNATION -  HUGHES RM 2
 JC0963  PID         -  JC0963
 JC0963  STATE/COUNTY-  MO/CRAWFORD
 JC0963  USGS QUAD   -  ROSATI (1979)
 JC0963
 JC0963                         *CURRENT SURVEY CONTROL
 JC0963  ___________________________________________________________________
 JC0963* NAD 83(1986)-  38 02 26.     (N)    091 30 51.     (W)     SCALED    
 JC0963* NAVD 88     -       356.839  (meters)    1170.73   (feet)  ADJUSTED  
 JC0963  ___________________________________________________________________
 JC0963  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JC0963  DYNAMIC HT  -         356.577 (meters)    1169.87  (feet)  COMP
 JC0963  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 JC0963
 JC0963  VERT ORDER  -  FIRST     CLASS II
 JC0963
 JC0963.The horizontal coordinates were scaled from a topographic map and have
 JC0963.an estimated accuracy of +/- 6 seconds.
 JC0963
 JC0963.The orthometric height was determined by differential leveling
 JC0963.and adjusted by the National Geodetic Survey in June 1991..
 JC0963
 JC0963.The geoid height was determined by GEOID03.
 JC0963
 JC0963.The dynamic height is computed by dividing the NAVD 88
 JC0963.geopotential number by the normal gravity value computed on the
 JC0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0963.degrees latitude (g = 980.6199 gals.).
 JC0963
 JC0963.The modeled gravity was interpolated from observed gravity values.
 JC0963
 JC0963;                    North         East    Units  Estimated Accuracy
 JC0963;SPC MO E     -   245,420.      160,980.      MT  (+/- 180 meters Scaled)
 JC0963
 JC0963                          SUPERSEDED SURVEY CONTROL
 JC0963
 JC0963  NGVD 29 (??/??/92)  356.818  (m)         1170.66   (f) ADJ UNCH    1 2
 JC0963
 JC0963.Superseded values are not recommended for survey control.
 JC0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0963.See file dsdata.txt to determine how the superseded data were derived.
 JC0963
 JC0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC303113(NAD 83)
 JC0963_MARKER: DR = REFERENCE MARK DISK
 JC0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0963_STAMPING: HUGHES NO 2 1933
 JC0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0963+STABILITY: SURFACE MOTION
 JC0963
 JC0963  HISTORY     - Date     Condition        Report By
 JC0963  HISTORY     - 1933     MONUMENTED       CGS
 JC0963  HISTORY     - 1949     GOOD             NGS
 JC0963
 JC0963                          STATION DESCRIPTION
 JC0963
 JC0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0963'7.2 MI SW FROM CUBA.
 JC0963'ABOUT 6.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0963'FROM THE STATION AT CUBA, THENCE ABOUT 1.05 MILES WEST ALONG A
 JC0963'GRAVEL ROAD, NEAR THE TOP OF A GRADE, 217 FEET NORTHEAST OF R.M.
 JC0963'NO 1, 122.8 FEET NORTH OF AND ACROSS THE ROAD FROM HUGHES STA, 34
 JC0963'FEET SOUTHWEST OF TELEPHONE POLE 8, 25 FEET NORTHWEST OF THE CENTER
 JC0963'LINE OF THE GRAVEL ROAD, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 JC0963'POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JC0963'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1381 ***********************************************************************
 HD1381  DESIGNATION -  HUMANSVILLE MUNICIPAL TANK
 HD1381  PID         -  HD1381
 HD1381  STATE/COUNTY-  MO/POLK
 HD1381  USGS QUAD   -  HUMANSVILLE (1991)
 HD1381
 HD1381                         *CURRENT SURVEY CONTROL
 HD1381  ___________________________________________________________________
 HD1381* NAD 83(1997)-  37 47 41.50278(N)    093 34 42.43805(W)     ADJUSTED  
 HD1381* NAVD 88     -                                                        
 HD1381  ___________________________________________________________________
 HD1381  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 HD1381  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HD1381
 HD1381  HORZ ORDER  -  THIRD
 HD1381
 HD1381.The horizontal coordinates were established by classical geodetic methods
 HD1381.and adjusted by the National Geodetic Survey in February 2000..
 HD1381
 HD1381
 HD1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1381
 HD1381.The geoid height was determined by GEOID03.
 HD1381
 HD1381;                    North         East     Units Scale Factor Converg.
 HD1381;SPC MO C     -   218,212.387   405,018.312   MT  1.00004441   -0 39 39.5
 HD1381;SPC MO W     -   181,082.109   931,162.620   MT  1.00002228   +0 33 53.2
 HD1381;UTM  15      - 4,183,212.471   449,071.833   MT  0.99963195   -0 21 16.2
 HD1381
 HD1381                          SUPERSEDED SURVEY CONTROL
 HD1381
 HD1381  NAD 83(1997)-  37 47 41.50540(N)    093 34 42.43931(W) AD(       ) 4
 HD1381  NAD 83(1997)-  37 47 41.51391(N)    093 34 42.43771(W) AD(       ) 4
 HD1381  NAD 83(1986)-  37 47 41.51423(N)    093 34 42.43691(W) AD(       ) 4
 HD1381  NAD 27      -  37 47 41.38000(N)    093 34 41.71000(W) AD(       ) 3
 HD1381
 HD1381.Superseded values are not recommended for survey control.
 HD1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1381.See file dsdata.txt to determine how the superseded data were derived.
 HD1381
 HD1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4907283212(NAD 83)
 HD1381_MARKER: 53 = ELEVATED TANK
 HD1381
 HD1381  HISTORY     - Date     Condition        Report By
 HD1381  HISTORY     - 1948     FIRST OBSERVED   CGS
 HD1381  HISTORY     - 20041208 GOOD             GEOCAC
 HD1381
 HD1381                          STATION DESCRIPTION
 HD1381
 HD1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HD1381'LOCATED IN THE WEST SECTION OF TOWN, 66 PACES NORTH OF TILDON
 HD1381'STREET, 100 PACES SOUTH OF HENDRICK STREET AND 100 PACES
 HD1381'EAST OF STATE HIGHWAY 13.
 HD1381'
 HD1381'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING A SILVER PAINTED
 HD1381'TANK WITH A CONICAL SHAPED TOP AND A WIND CHARGER EXTENDING
 HD1381'ABOUT 8 FEET.
 HD1381'
 HD1381'IT WAS CONSTRUCTED IN 1905 AND THE HEIGHT IS APPROXIMATELY
 HD1381'110 FEET.
 HD1381'
 HD1381'THE POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
 HD1381
 HD1381                          STATION RECOVERY (2004)
 HD1381
 HD1381'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 HD1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1920 ***********************************************************************
 JE1920  DESIGNATION -  HUME
 JE1920  PID         -  JE1920
 JE1920  STATE/COUNTY-  MO/BATES
 JE1920  USGS QUAD   -  WORLAND (1991)
 JE1920
 JE1920                         *CURRENT SURVEY CONTROL
 JE1920  ___________________________________________________________________
 JE1920* NAD 83(1997)-  38 09 28.53934(N)    094 36 48.26938(W)     ADJUSTED  
 JE1920* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 JE1920  ___________________________________________________________________
 JE1920  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 JE1920  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JE1920
 JE1920  HORZ ORDER  -  FIRST
 JE1920
 JE1920.The horizontal coordinates were established by classical geodetic methods
 JE1920.and adjusted by the National Geodetic Survey in February 2000..
 JE1920
 JE1920.The orthometric height was scaled from a topographic map.
 JE1920
 JE1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1920
 JE1920.The geoid height was determined by GEOID03.
 JE1920
 JE1920;                    North         East     Units Scale Factor Converg.
 JE1920;SPC MO W     -   220,984.645   840,061.065   MT  0.99994239   -0 04 12.2
 JE1920;SPC KS S     -   572,607.015   740,518.069   MT  0.99994468   +2 23 18.3
 JE1920;UTM  15      - 4,224,567.442   358,646.927   MT  0.99984608   -0 59 49.1
 JE1920
 JE1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1920!SPC MO W     -   0.99995650  x   0.99994239  =   0.99989889
 JE1920!SPC KS S     -   0.99995650  x   0.99994468  =   0.99990118
 JE1920!UTM  15      -   0.99995650  x   0.99984608  =   0.99980259
 JE1920
 JE1920:                Primary Azimuth Mark                     Grid Az
 JE1920:SPC MO W     -  HUME AZ MK                               180 42 50.3
 JE1920:SPC KS S     -  HUME AZ MK                               178 15 19.8
 JE1920:UTM  15      -  HUME AZ MK                               181 38 27.2
 JE1920
 JE1920|---------------------------------------------------------------------|
 JE1920| PID    Reference Object                     Distance      Geod. Az  |
 JE1920|                                                           dddmmss.s |
 JE1920| CN6453 HUME AZ MK                                         1803838.1 |
 JE1920| CN6454 HUME RM 1                            20.131 METERS 21623     |
 JE1920| CN6455 HUME RM 2                            20.248 METERS 32452     |
 JE1920| CN6456 HUME RM 3                            16.574 METERS 35748     |
 JE1920|---------------------------------------------------------------------|
 JE1920
 JE1920                          SUPERSEDED SURVEY CONTROL
 JE1920
 JE1920  NAD 83(1997)-  38 09 28.53942(N)    094 36 48.26937(W) AD(       ) 1
 JE1920  NAD 83(1997)-  38 09 28.54780(N)    094 36 48.26699(W) AD(       ) 1
 JE1920  NAD 83(1986)-  38 09 28.54746(N)    094 36 48.26588(W) AD(       ) 1
 JE1920  NAD 27      -  38 09 28.44500(N)    094 36 47.43400(W) AD(       ) 1
 JE1920
 JE1920.Superseded values are not recommended for survey control.
 JE1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1920.See file dsdata.txt to determine how the superseded data were derived.
 JE1920
 JE1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC5864724567(NAD 83)
 JE1920_MARKER: DS = TRIANGULATION STATION DISK
 JE1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1920
 JE1920  HISTORY     - Date     Condition        Report By
 JE1920  HISTORY     - 1934     MONUMENTED       CGS
 JE1920  HISTORY     - 1966     GOOD             CGS
 JE1920
 JE1920                          STATION DESCRIPTION
 JE1920
 JE1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1920'THIS STATION IS ABOUT 5 MILES N OF HUME, MISSOURI, JUST E
 JE1920'OF THE KANSAS-MISSOURI STATE LINE, IN THE SW 1/4 SEC. 31,
 JE1920'T 39 N, R 33 W.
 JE1920'
 JE1920'IT IS 17 FEET E OF THE CENTER LINE OF THE STATE LINE ROAD
 JE1920'(THE CENTER OF THIS ROAD IS BELIEVED TO BE THE STATE LINE.)
 JE1920'4.5 FEET E OF THE E RIGHT-OF-WAY FENCE LINE, AND 94.5 FEET
 JE1920'N OF SMALL, BUSHY, LONE TREE.  THE STATION IS ON THE HIGHEST
 JE1920'GROUND IN THE VICINITY.  THE MARK PROJECTS 6 INCHES.
 JE1920'
 JE1920'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 JE1920'STANDARD BRONZE DISKS SET IN CONCRETE.
 JE1920'
 JE1920'REFERENCE MARK NO. 1 IS SW OF THE STATION, 22 FEET W OF
 JE1920'CENTER LINE OF STATE LINE ROAD, 3 FEET W OF W RIGHT-OF-WAY
 JE1920'FENCE.  THE MARK PROJECTS 8 INCHES.
 JE1920'
 JE1920'REFERENCE MARK NO. 2 IS NW OF THE STATION, 22 FEET W OF CENTER
 JE1920'LINE OF STATE LINE ROAD, 3 FEET W OF THE W RIGHT-OF-WAY FENCE
 JE1920'LINE.  THE MARK PROJECTS 8 INCHES.
 JE1920'
 JE1920'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 107.48 FEET.
 JE1920'
 JE1920'THE AZIMUTH MARK IS S OF THE STATION, 27 FEET E OF CENTER LINE
 JE1920'OF STATE LINE ROAD, 2 FEET E OF E RIGHT-OF-WAY FENCE LINE,
 JE1920'16 FEET NW OF FORKED, LONE, MAPLE TREE, 36 FEET S OF FENCE
 JE1920'CORNER.  THE MARK PROJECTS 7 INCHES.
 JE1920'
 JE1920'TO REACH THE STATION FROM HUME GO W ON DIRT ROAD, AT THE SW
 JE1920'EDGE OF TOWN, FOR 1.5 MILES TO T-INTERSECTION, THENCE N ON
 JE1920'STATE LINE ROAD 5.0 MILES TO TOP OF HILL AND STATION ON E.
 JE1920'
 JE1920'A 60-FOOT SIGNAL AT SKELLY AND 87-FOOT SIGNAL AT FERGUSON AND
 JE1920'ACKERMAN ARE VISIBLE FROM THE GROUND.
 JE1920
 JE1920                          STATION RECOVERY (1966)
 JE1920
 JE1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JE1920'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK RECOVERED AND
 JE1920'FOUND IN GOOD CONDITION.  R.M. NO. 2 HAD BEEN DESTROYED AND
 JE1920'A NEW REFERENCE MARK WAS ESTABLISHED.
 JE1920'
 JE1920'TO REACH THE STATION FROM HUME, FROM THE NORTHWEST CORNER OF
 JE1920'THE SQUARE, GO NORTH FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN
 JE1920'LEFT AND GO WEST AND NORTH FOR 2.0 MILES TO A T-INTERSECTION,
 JE1920'TURN LEFT AND GO WEST FOR 0.25 MILE TO A SIDE ROAD RIGHT,
 JE1920'TURN RIGHT AND GO NORTH FOR 0.5 MILE TO A T-INTERSECTION,
 JE1920'TURN RIGHT AND GO EAST AND NORTH FOR 3.25 MILES TO A SIDE
 JE1920'ROAD LEFT, TURN LEFT AND GO WEST FOR 1.0 MILE TO A SIDE ROAD
 JE1920'LEFT, TURN LEFT AND GO SOUTH FOR 0.45 MILE, TURN LEFT AND GO
 JE1920'EAST FOR 0.25 MILE TO BOARD GATES ON RIGHT AND LEFT AT AN OLD
 JE1920'HOUSE ON THE LEFT, TURN RIGHT THROUGH BOARD GATE AND GO
 JE1920'SOUTHWEST ACROSS PASTURE FOR 0.3 MILE TO TOP OF HILL AND
 JE1920'STATION.
 JE1920'
 JE1920'THE STATION MARK IS 20 FEET EAST OF THE CENTERLINE OF THE OLD
 JE1920'STATE LINE ROAD AND IS 3 FEET EAST OF A METAL WITNESS POST
 JE1920'THAT IS IN FENCE LINE.  MARK PROJECTS 5 INCHES AND THE DISK
 JE1920'IS STAMPED HUME 1934.
 JE1920'
 JE1920'R.M. NO. 1 IS 18 FEET WEST OF THE CENTERLINE OF THE OLD ROAD
 JE1920'AND IS 1 FOOT WEST OF THE FENCE LINE.  THE MARK IS ABOUT 2
 JE1920'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JE1920'HUME NO 1 1934.
 JE1920'
 JE1920'R.M. NO. 3 IS 18 FEET EAST OF THE CENTERLINE OF THE OLD ROAD
 JE1920'AND IS 1 FOOT EAST OF THE FENCE LINE.  THE MARK PROJECTS 4
 JE1920'INCHES AND THE DISK IS STAMPED HUME NO 3 1934.
 JE1920'
 JE1920'THE AZIMUTH MARK IS ABOUT 1 MILE SOUTH OF THE STATION, 27 FEET
 JE1920'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD AND IS 2 FEET EAST
 JE1920'OF A METAL WITNESS POST AND FENCE LINE.  MARK PROJECTS 4 INCHES
 JE1920'AND DISK IS STAMPED HUME 1934.  TO REACH THE AZIMUTH MARK FROM
 JE1920'THE STATION GO BACK NORTHEAST TO ROAD, TURN RIGHT FOR ABOUT 50
 JE1920'FEET TO A WIRE GATE ON RIGHT, TURN RIGHT THROUGH GATE AND FOLLOW
 JE1920'TRACK ROAD SOUTH FOR ABOUT 0.5 MILE, TURN RIGHT AND GO WEST
 JE1920'FOR 0.25 MILE, TURN LEFT AND GO SOUTH FOR ABOUT 0.75 MILE TO
 JE1920'THE MARK ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1078 ***********************************************************************
 KD1078  DESIGNATION -  HUNT
 KD1078  PID         -  KD1078
 KD1078  STATE/COUNTY-  MO/RANDOLPH
 KD1078  USGS QUAD   -  HUNTSVILLE (1979)
 KD1078
 KD1078                         *CURRENT SURVEY CONTROL
 KD1078  ___________________________________________________________________
 KD1078* NAD 83(1997)-  39 25 32.33479(N)    092 34 47.70726(W)     ADJUSTED  
 KD1078* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 KD1078  ___________________________________________________________________
 KD1078  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 KD1078  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KD1078
 KD1078  HORZ ORDER  -  SECOND
 KD1078
 KD1078.The horizontal coordinates were established by classical geodetic methods
 KD1078.and adjusted by the National Geodetic Survey in February 2000..
 KD1078
 KD1078.The orthometric height was scaled from a topographic map.
 KD1078
 KD1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1078
 KD1078.The geoid height was determined by GEOID03.
 KD1078
 KD1078;                    North         East     Units Scale Factor Converg.
 KD1078;SPC MO C     -   398,686.000   493,119.061   MT  0.99993392   -0 03 02.7
 KD1078;UTM  15      - 4,364,097.169   536,156.692   MT  0.99961610   +0 16 00.4
 KD1078
 KD1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1078!SPC MO C     -   0.99996740  x   0.99993392  =   0.99990132
 KD1078!UTM  15      -   0.99996740  x   0.99961610  =   0.99958351
 KD1078
 KD1078:                Primary Azimuth Mark                     Grid Az
 KD1078:SPC MO C     -  HUNTSVILLE MUNICIPAL TANK                060 18 17.4
 KD1078:UTM  15      -  HUNTSVILLE MUNICIPAL TANK                059 59 14.3
 KD1078
 KD1078|---------------------------------------------------------------------|
 KD1078| PID    Reference Object                     Distance      Geod. Az  |
 KD1078|                                                           dddmmss.s |
 KD1078| KD1077 HUNTSVILLE MUNICIPAL TANK           APPROX. 3.2 KM 0601514.7 |
 KD1078| CL9571 HUNT RM 1                            22.081 METERS 08105     |
 KD1078| CL9572 HUNT RM 2                            19.191 METERS 26201     |
 KD1078| CL9570 HUNT AZ MK                                         2642048.3 |
 KD1078|---------------------------------------------------------------------|
 KD1078
 KD1078                          SUPERSEDED SURVEY CONTROL
 KD1078
 KD1078  NAD 83(1986)-  39 25 32.34059(N)    092 34 47.71331(W) AD(       ) 2
 KD1078  NAD 27      -  39 25 32.22370(N)    092 34 47.05720(W) AD(       ) 2
 KD1078
 KD1078.Superseded values are not recommended for survey control.
 KD1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1078.See file dsdata.txt to determine how the superseded data were derived.
 KD1078
 KD1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD3615764097(NAD 83)
 KD1078_MARKER: DS = TRIANGULATION STATION DISK
 KD1078_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KD1078
 KD1078  HISTORY     - Date     Condition        Report By
 KD1078  HISTORY     - 1948     MONUMENTED       CGS
 KD1078  HISTORY     - 1966     GOOD             CGS
 KD1078
 KD1078                          STATION DESCRIPTION
 KD1078
 KD1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1078'THE STATION IS LOCATED ABOUT 2.25 MILES WEST-SOUTHWEST OF
 KD1078'HUNTSVILLE, ALONG THE SOUTH SIDE OF US HIGHWAY 24.  IT IS
 KD1078'60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH
 KD1078'OF THE FENCE AND 9 FEET NORTH OF A TELEPHONE POLE WITH
 KD1078'A TRIANGLE BLAZE.  THE MARK IS FLUSH WITH THE SURFACE OF
 KD1078'THE GROUND AND THE DISK IS STAMPED HUNT 1948.
 KD1078'
 KD1078'REFERENCE MARK NO. 1 IS 72.44 FEET EAST-NORTHEAST OF THE
 KD1078'STATION, 60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 KD1078'AND 11 FEET NORTH OF THE FENCE.  THE MARK IS FLUSH WITH
 KD1078'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HUNT NO 1
 KD1078'1948.
 KD1078'
 KD1078'REFERENCE MARK NO. 2 IS 62.96 FEET WEST-SOUTHWEST OF THE STATION,
 KD1078'60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 10 FEET
 KD1078'NORTH OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE
 KD1078'OF THE GROUND AND THE DISK IS STAMPED HUNT NO 2 1948.
 KD1078'
 KD1078'AZIMUTH MARK IS ABOUT 0.45 MILE WEST OF THE STATION, 57 FEET
 KD1078'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET SOUTH
 KD1078'OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 KD1078'STAMPED HUNT 1948.
 KD1078'
 KD1078'TO REACH FROM THE NORTHWEST CORNER OF THE COURT HOUSE IN
 KD1078'HUNTSVILLE, GO WEST 1.0 MILE TO JUNCTION WITH US HIGHWAY
 KD1078'24, BEAR RIGHT ON HIGHWAY 24 1.3 MILE TO THE STATION ON
 KD1078'THE LEFT AS DESCRIBED, CONTINUE ON WEST 0.45 MILE TO THE
 KD1078'AZIMUTH MARK ON THE RIGHT.
 KD1078'
 KD1078'AN 87 FOOT SIGNAL AT ROANOKE IS VISIBLE AT 50 FEET.
 KD1078'
 KD1078'AN 87 FOOT SIGNAL AT PRAIRIE IS VISIBLE AT 37 FEET.
 KD1078'
 KD1078'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD1078
 KD1078                          STATION RECOVERY (1966)
 KD1078
 KD1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1078'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KD1078'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KD1078'CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KD1078'
 KD1078'A METAL WITNESS POST WAS SET 10 FEET SOUTH OF THE STATION MARK.
 KD1078'
 KD1078'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0972 ***********************************************************************
 HC0972  DESIGNATION -  HUNT
 HC0972  PID         -  HC0972
 HC0972  STATE/COUNTY-  MO/WAYNE
 HC0972  USGS QUAD   -  GREENVILLE (1985)
 HC0972
 HC0972                         *CURRENT SURVEY CONTROL
 HC0972  ___________________________________________________________________
 HC0972* NAD 83(1997)-  37 14 37.15048(N)    090 22 37.43257(W)     ADJUSTED  
 HC0972* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 HC0972  ___________________________________________________________________
 HC0972  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 HC0972  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 HC0972
 HC0972  HORZ ORDER  -  THIRD
 HC0972
 HC0972.The horizontal coordinates were established by classical geodetic methods
 HC0972.and adjusted by the National Geodetic Survey in February 2000..
 HC0972
 HC0972.The orthometric height was scaled from a topographic map.
 HC0972
 HC0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0972
 HC0972.The geoid height was determined by GEOID03.
 HC0972
 HC0972;                    North         East     Units Scale Factor Converg.
 HC0972;SPC MO E     -   156,498.444   260,906.945   MT  0.99993480   +0 04 27.8
 HC0972;UTM  15      - 4,125,126.332   732,653.630   MT  1.00026682   +1 35 17.3
 HC0972
 HC0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0972!SPC MO E     -   0.99997068  x   0.99993480  =   0.99990548
 HC0972!UTM  15      -   0.99997068  x   1.00026682  =   1.00023749
 HC0972
 HC0972:                Primary Azimuth Mark                     Grid Az
 HC0972:SPC MO E     -  COWAN                                    110 42 11.1
 HC0972:UTM  15      -  COWAN                                    109 11 21.6
 HC0972
 HC0972|---------------------------------------------------------------------|
 HC0972| PID    Reference Object                     Distance      Geod. Az  |
 HC0972|                                                           dddmmss.s |
 HC0972| HC0965 COWAN                               APPROX. 6.6 KM 1104638.9 |
 HC0972| CI3890 HUNT RM 1                            21.799 METERS 18153     |
 HC0972| CI3891 HUNT RM 2                            19.946 METERS 27217     |
 HC0972|---------------------------------------------------------------------|
 HC0972
 HC0972                          SUPERSEDED SURVEY CONTROL
 HC0972
 HC0972  NAD 83(1997)-  37 14 37.15747(N)    090 22 37.43199(W) AD(       ) 3
 HC0972  NAD 83(1986)-  37 14 37.16246(N)    090 22 37.43211(W) AD(       ) 3
 HC0972  NAD 27      -  37 14 36.97730(N)    090 22 37.02560(W) AD(       ) 3
 HC0972
 HC0972.Superseded values are not recommended for survey control.
 HC0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0972.See file dsdata.txt to determine how the superseded data were derived.
 HC0972
 HC0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3265425126(NAD 83)
 HC0972_MARKER: DS = TRIANGULATION STATION DISK
 HC0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0972_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0972
 HC0972  HISTORY     - Date     Condition        Report By
 HC0972  HISTORY     - 1963     MONUMENTED       CGS
 HC0972
 HC0972                          STATION DESCRIPTION
 HC0972
 HC0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0972'THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF LODI,
 HC0972'9 MILES NORTHEAST OF GREENVILLE, IN THE WEST CENTER OF SECTION
 HC0972'27, T 30 N, R 6 E., AND ON THE PROPERTY OF MR. EMMANUL BRAND.
 HC0972'IT IS 4 FEET SOUTHWEST OF A WITNESS POST, 25 FEET NORTHEAST OF
 HC0972'A 14 INCH OAK TREE WITH A TRIANGULAR BLAZE ON ITS WEST SIDE,
 HC0972'37 FEET EAST OF THE CENTERLINE OF A TRACK ROAD AND 45 FEET
 HC0972'EAST OF A 12 INCH HICKORY TREE WITH A TRIANGULAR BLAZE ON ITS
 HC0972'EAST SIDE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HC0972'STAMPED HUNT 1963.
 HC0972'
 HC0972'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY
 HC0972'34 ABOUT 1 MILE NORTH OF SILVA, GO EASTERLY ON STATE HIGHWAY
 HC0972'34 FOR 3.5 MILES TO A SIDE ROAD LEFT.  CONTINUE EAST ON HIGHWAY
 HC0972'34 FOR 3.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 HC0972'NORTH-NORTHWEST ON A NARROW GRAVELED ROAD FOR 2.0 MILES TO
 HC0972'WHERE A SMALL STREAM CROSSES THE ROAD.  CONTINUE NORTHWEST ON
 HC0972'THE GRAVELED ROAD FOR 0.15 MILE TO A FARM HOUSE ON THE LEFT.
 HC0972'CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 0.05 MILE TO A
 HC0972'DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST AND NORTH
 HC0972'ON THE TRACK ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 HC0972'
 HC0972'REFERENCE MARK 1 IS 7 FEET WEST OF THE CENTERLINE OF THE
 HC0972'TRACK ROAD, 10 FEET EAST OF AN 8 INCH HICKORY TREE AND 74 FEET
 HC0972'SOUTHWEST OF THE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 HC0972'AND THE DISK IS STAMPED HUNT NO 1 1963.
 HC0972'
 HC0972'REFERENCE MARK 2 IS 10 FEET WEST OF THE CENTERLINE OF THE TRACK
 HC0972'ROAD, 32 FEET NORTHWEST OF A 12 INCH HICKORY TREE WITH A
 HC0972'TRIANGULAR BLAZE ON ITS EAST SIDE AND 68 FEET WEST OF THE
 HC0972'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 HC0972'IS STAMPED HUNT NO 2 1963.
 HC0972'
 HC0972'NO SUITABLE PLACE FOR AN AZIMUTH OR REFERENCE MARK 3 COULD BE
 HC0972'FOUND.
 HC0972'
 HC0972'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0257 ***********************************************************************
 JD0257  DESIGNATION -  HUNTER
 JD0257  PID         -  JD0257
 JD0257  STATE/COUNTY-  MO/MORGAN
 JD0257  USGS QUAD   -  VERSAILLES (1982)
 JD0257
 JD0257                         *CURRENT SURVEY CONTROL
 JD0257  ___________________________________________________________________
 JD0257* NAD 83(1986)-  38 25 45.     (N)    092 46 25.     (W)     SCALED    
 JD0257* NAVD 88     -       319.456  (meters)    1048.08   (feet)  ADJUSTED  
 JD0257  ___________________________________________________________________
 JD0257  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JD0257  DYNAMIC HT  -         319.230 (meters)    1047.34  (feet)  COMP
 JD0257  MODELED GRAV-     979,911.8   (mgal)                       NAVD 88
 JD0257
 JD0257  VERT ORDER  -  SECOND    CLASS 0
 JD0257
 JD0257.The horizontal coordinates were scaled from a topographic map and have
 JD0257.an estimated accuracy of +/- 6 seconds.
 JD0257
 JD0257.The orthometric height was determined by differential leveling
 JD0257.and adjusted by the National Geodetic Survey in June 1991..
 JD0257.WARNING-Repeat measurements at this control monument indicate possible
 JD0257.vertical movement.
 JD0257
 JD0257.The geoid height was determined by GEOID03.
 JD0257
 JD0257.The dynamic height is computed by dividing the NAVD 88
 JD0257.geopotential number by the normal gravity value computed on the
 JD0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0257.degrees latitude (g = 980.6199 gals.).
 JD0257
 JD0257.The modeled gravity was interpolated from observed gravity values.
 JD0257
 JD0257;                    North         East    Units  Estimated Accuracy
 JD0257;SPC MO C     -   288,100.      476,110.      MT  (+/- 180 meters Scaled)
 JD0257
 JD0257                          SUPERSEDED SURVEY CONTROL
 JD0257
 JD0257  NGVD 29 (??/??/92)  319.347  (m)         1047.72   (f) ADJ UNCH    2 0
 JD0257
 JD0257.Superseded values are not recommended for survey control.
 JD0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0257.See file dsdata.txt to determine how the superseded data were derived.
 JD0257
 JD0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC197534(NAD 83)
 JD0257_MARKER: DS = TRIANGULATION STATION DISK
 JD0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0257_SP_SET: CONCRETE BLOCK
 JD0257_STAMPING: HUNTER 1880
 JD0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0257
 JD0257  HISTORY     - Date     Condition        Report By
 JD0257  HISTORY     - 1880     MONUMENTED       CGS
 JD0257  HISTORY     - 1963     GOOD             NGS
 JD0257
 JD0257                          STATION DESCRIPTION
 JD0257
 JD0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0257'4.6 MI E FROM VERSAILLES.
 JD0257'ABOUT 4.3 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0257'RAILROAD FROM THE STATION AT VERSAILLES TO THE N.H. THOMPSON
 JD0257'FARMHOUSE, THENCE 0.25 MILE WEST ALONG A FENCE LINE TO R.M. 1,
 JD0257'THENCE 0.15 MILE SOUTH ACROSS COUNTRY, 142 FEET NORTHEAST OF
 JD0257'TWO FORKED CHERRY TREES IN A LANE, AND SET IN THE TOP OF A LARGE
 JD0257'3 X 3 FEET CONCRETE BLOCK PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1103 ***********************************************************************
 GE1103  DESIGNATION -  HUNTER
 GE1103  PID         -  GE1103
 GE1103  STATE/COUNTY-  MO/CARTER
 GE1103  USGS QUAD   -  HUNTER (1968)
 GE1103
 GE1103                         *CURRENT SURVEY CONTROL
 GE1103  ___________________________________________________________________
 GE1103* NAD 83(1997)-  36 52 57.86328(N)    090 51 37.52941(W)     ADJUSTED  
 GE1103* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 GE1103  ___________________________________________________________________
 GE1103  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 GE1103  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GE1103
 GE1103  HORZ ORDER  -  SECOND
 GE1103
 GE1103.The horizontal coordinates were established by classical geodetic methods
 GE1103.and adjusted by the National Geodetic Survey in February 2000..
 GE1103
 GE1103.The orthometric height was scaled from a topographic map.
 GE1103
 GE1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1103
 GE1103.The geoid height was determined by GEOID03.
 GE1103
 GE1103;                    North         East     Units Scale Factor Converg.
 GE1103;SPC MO E     -   116,500.971   217,870.867   MT  0.99994605   -0 12 58.8
 GE1103;UTM  15      - 4,084,001.750   690,675.422   MT  1.00004792   +1 17 04.3
 GE1103
 GE1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1103!SPC MO E     -   0.99996446  x   0.99994605  =   0.99991051
 GE1103!UTM  15      -   0.99996446  x   1.00004792  =   1.00001238
 GE1103
 GE1103|---------------------------------------------------------------------|
 GE1103| PID    Reference Object                     Distance      Geod. Az  |
 GE1103|                                                           dddmmss.s |
 GE1103| CI3892 HUNTER RM 1                          20.700 METERS 06849     |
 GE1103| CI3893 HUNTER RM 2                          22.615 METERS 15826     |
 GE1103| GE1102 HUNTER LOOKOUT TOWER                 40.075 METERS 22314     |
 GE1103| CI3894 HUNTER RM 3                          84.094 METERS 23827     |
 GE1103| GE0787 EASTWOOD LOOKOUT TOWER              APPROX.14.6 KM 2724027.2 |
 GE1103| GE0789 BIG SPRINGS LOOKOUT TOWER           APPROX.13.9 KM 2940951.1 |
 GE1103| GE0788 VAN                                 APPROX.17.8 KM 3045909.3 |
 GE1103|---------------------------------------------------------------------|
 GE1103
 GE1103                          SUPERSEDED SURVEY CONTROL
 GE1103
 GE1103  NAD 83(1997)-  36 52 57.87286(N)    090 51 37.52738(W) AD(       ) 2
 GE1103  NAD 83(1986)-  36 52 57.87376(N)    090 51 37.52786(W) AD(       ) 2
 GE1103  NAD 27      -  36 52 57.68400(N)    090 51 37.08620(W) AD(       ) 2
 GE1103
 GE1103.Superseded values are not recommended for survey control.
 GE1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1103.See file dsdata.txt to determine how the superseded data were derived.
 GE1103
 GE1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9067584002(NAD 83)
 GE1103_MARKER: DS = TRIANGULATION STATION DISK
 GE1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1103_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1103
 GE1103  HISTORY     - Date     Condition        Report By
 GE1103  HISTORY     - 1962     MONUMENTED       CGS
 GE1103
 GE1103                          STATION DESCRIPTION
 GE1103
 GE1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE1103'STATION IS ABOUT 7-1/2 MILES SOUTHWEST OF ELLSINORE, 1 MILE
 GE1103'SOUTHWEST OF HUNTER, IN THE NE 1/4 OF SEC. 29, T-26-N,
 GE1103'R-2-E, AND ON THE PROPERTY OF THE STATE FORESTRY SERVICE.
 GE1103'IT IS 47 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 28
 GE1103'FEET WEST OF A 14 INCH OAK TREE, 20 FEET EAST OF A WITNESS POST
 GE1103'AND 131 FEET NORTHWEST OF THE CENTER OF THE HUNTER LOOKOUT
 GE1103'TOWER.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GE1103'HUNTER 1962.
 GE1103'
 GE1103'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 GE1103'21 AND COUNTY ROAD E AT THE NORTHEAST EDGE OF THE SMALL
 GE1103'SETTLEMENT OF HUNTER, GO WEST AND SOUTH ON ROAD E FOR 0.4
 GE1103'OF A MILE TO THE POINT WHERE ROAD E GOES SOUTHWEST AND A GRAVELED
 GE1103'ROAD STRAIGHT AHEAD.  GO SOUTH ON THE GRAVELED ROAD FOR 0.6
 GE1103'MILES TO A SIDE ROAD RIGHT.  TURN AND GO WEST AND SOUTH ON THE
 GE1103'GRAVELED ROAD FOR 0.25 MILE TO A CATTLE GUARD AND THE STATION.
 GE1103'
 GE1103'REFERENCE MARK 1 IS 24 FEET SOUTH OF A FENCE, 21 FEET SOUTHWEST
 GE1103'OF THE SOUTHWEST CORNER OF THE CATTLE GUARD AND 15 FEET WEST
 GE1103'OF THE CENTERLINE OF THE ROAD.  THE MONUMENT IS FLUSH AND THE
 GE1103'DISK IS STAMPED HUNTER NO 1 1962.
 GE1103'
 GE1103'REFERENCE MARK 2 IS 19 FEET EAST OF THE CENTERLINE OF
 GE1103'ROAD, 5 FEET WEST OF A 5 INCH PINE TREE AND 2 FEET NORTH OF
 GE1103'A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GE1103'HUNTER NO 2 1962.
 GE1103'
 GE1103'REFERENCE MARK 3 IS 45 FEET NORTHWEST OF THE NORTHWEST CORNER
 GE1103'OF A FRAME BUILDING, 17 FEET SOUTHEAST OF A 12 INCH OAK TREE
 GE1103'AND 4 FEET SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS
 GE1103'2 INCHES AND THE DISK IS STAMPED HUNTER NO 3 1962.
 GE1103'
 GE1103'NOTE, THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK AT THIS
 GE1103'TIME.
 GE1103'
 GE1103'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0259 ***********************************************************************
 JD0259  DESIGNATION -  HUNTER AZ MK
 JD0259  PID         -  JD0259
 JD0259  STATE/COUNTY-  MO/MORGAN
 JD0259  USGS QUAD   -  VERSAILLES (1982)
 JD0259
 JD0259                         *CURRENT SURVEY CONTROL
 JD0259  ___________________________________________________________________
 JD0259* NAD 83(1986)-  38 25 30.     (N)    092 46 35.     (W)     SCALED    
 JD0259* NAVD 88     -       314.820  (meters)    1032.87   (feet)  ADJUSTED  
 JD0259  ___________________________________________________________________
 JD0259  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JD0259  DYNAMIC HT  -         314.597 (meters)    1032.14  (feet)  COMP
 JD0259  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 JD0259
 JD0259  VERT ORDER  -  SECOND    CLASS 0
 JD0259
 JD0259.The horizontal coordinates were scaled from a topographic map and have
 JD0259.an estimated accuracy of +/- 6 seconds.
 JD0259
 JD0259.The orthometric height was determined by differential leveling
 JD0259.and adjusted by the National Geodetic Survey in June 1991..
 JD0259
 JD0259.The geoid height was determined by GEOID03.
 JD0259
 JD0259.The dynamic height is computed by dividing the NAVD 88
 JD0259.geopotential number by the normal gravity value computed on the
 JD0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0259.degrees latitude (g = 980.6199 gals.).
 JD0259
 JD0259.The modeled gravity was interpolated from observed gravity values.
 JD0259
 JD0259;                    North         East    Units  Estimated Accuracy
 JD0259;SPC MO C     -   287,640.      475,870.      MT  (+/- 180 meters Scaled)
 JD0259
 JD0259                          SUPERSEDED SURVEY CONTROL
 JD0259
 JD0259  NGVD 29 (??/??/92)  314.714  (m)         1032.52   (f) ADJ UNCH    2 0
 JD0259
 JD0259.Superseded values are not recommended for survey control.
 JD0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0259.See file dsdata.txt to determine how the superseded data were derived.
 JD0259
 JD0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC195529(NAD 83)
 JD0259_MARKER: DZ = AZIMUTH MARK DISK
 JD0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0259_STAMPING: HUNTER 1947
 JD0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0259+STABILITY: SURFACE MOTION
 JD0259
 JD0259  HISTORY     - Date     Condition        Report By
 JD0259  HISTORY     - 1947     MONUMENTED       CGS
 JD0259  HISTORY     - 1963     GOOD             NGS
 JD0259
 JD0259                          STATION DESCRIPTION
 JD0259
 JD0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0259'4.4 MI E FROM VERSAILLES.
 JD0259'ABOUT 4.45 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0259'RAILROAD FROM THE STATION AT VERSAILLES, 0.15 MILE SOUTH OF
 JD0259'THE N.H. THOMPSON FARMHOUSE ON THE SIDE OF A LONG CURVE IN STATE
 JD0259'HIGHWAY 52, 51 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JD0259'129 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 JD0259'RAIL OF THE TRACKS, 1.0 FOOT SOUTHWEST OF A FENCE, 1.0 FOOT
 JD0259'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 JD0259'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0259'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1102 ***********************************************************************
 GE1102  DESIGNATION -  HUNTER LOOKOUT TOWER
 GE1102  PID         -  GE1102
 GE1102  STATE/COUNTY-  MO/CARTER
 GE1102  USGS QUAD   -  HUNTER (1968)
 GE1102
 GE1102                         *CURRENT SURVEY CONTROL
 GE1102  ___________________________________________________________________
 GE1102* NAD 83(1997)-  36 52 56.91614(N)    090 51 38.63794(W)     ADJUSTED  
 GE1102* NAVD 88     -                                                        
 GE1102  ___________________________________________________________________
 GE1102  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 GE1102  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GE1102
 GE1102  HORZ ORDER  -  THIRD
 GE1102
 GE1102.The horizontal coordinates were established by classical geodetic methods
 GE1102.and adjusted by the National Geodetic Survey in February 2000..
 GE1102
 GE1102
 GE1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1102
 GE1102.The geoid height was determined by GEOID03.
 GE1102
 GE1102;                    North         East     Units Scale Factor Converg.
 GE1102;SPC MO E     -   116,471.879   217,843.308   MT  0.99994607   -0 12 59.4
 GE1102;UTM  15      - 4,083,971.943   690,648.631   MT  1.00004779   +1 17 03.6
 GE1102
 GE1102                          SUPERSEDED SURVEY CONTROL
 GE1102
 GE1102  NAD 83(1997)-  36 52 56.92572(N)    090 51 38.63591(W) AD(       ) 4
 GE1102  NAD 83(1986)-  36 52 56.92663(N)    090 51 38.63638(W) AD(       ) 4
 GE1102  NAD 27      -  36 52 56.73700(N)    090 51 38.19500(W) AD(       ) 3
 GE1102
 GE1102.Superseded values are not recommended for survey control.
 GE1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1102.See file dsdata.txt to determine how the superseded data were derived.
 GE1102
 GE1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9064983972(NAD 83)
 GE1102_MARKER: 57 = LOOKOUT TOWER
 GE1102
 GE1102  HISTORY     - Date     Condition        Report By
 GE1102  HISTORY     - 1962     FIRST OBSERVED   CGS
 GE1102
 GE1102                          STATION DESCRIPTION
 GE1102
 GE1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE1102'STATION IS THE CENTER OF THE BASE OF THE TOWER.  THE TOWER
 GE1102'IS A 4 LEGGED WOODEN STRUCTURE WITH AN ENCLOSED OBSERVING
 GE1102'ROOM AT THE TOP.  IT IS STATE OWNED AND HAS AN OVERALL
 GE1102'HEIGHT OF ABOUT 50 FEET.
 GE1102'
 GE1102'TOWER IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF ELLSINORE
 GE1102'AND 1 MILE SOUTHWEST OF HUNTER.
 GE1102'
 GE1102'TO REACH THE TOWER FROM THE JUNCTION OF STATE HIGHWAY 21 AND
 GE1102'COUNTY ROAD E AT THE NORTHEAST EDGE OF HUNTER, GO WEST AND
 GE1102'SOUTH ON ROAD E FOR 0.4 MILES TO THE POINT WHERE ROAD E GOES
 GE1102'SOUTHWEST AND A GRAVELED ROAD STRAIGHT AHEAD, GO SOUTH ON
 GE1102'THE GRAVELED ROAD FOR 0.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 GE1102'AND GO WEST AND SOUTH ON THE GRAVELED ROAD FOR 0.25 MILE TO THE
 GE1102'STATION ON THE RIGHT.
 GE1102'
 GE1102'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GE1102'HUNTER AND THE DISTANCE IS 131.5 FEET, 40.08 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0258 ***********************************************************************
 JD0258  DESIGNATION -  HUNTER RM 1
 JD0258  PID         -  JD0258
 JD0258  STATE/COUNTY-  MO/MORGAN
 JD0258  USGS QUAD   -  VERSAILLES (1982)
 JD0258
 JD0258                         *CURRENT SURVEY CONTROL
 JD0258  ___________________________________________________________________
 JD0258* NAD 83(1986)-  38 25 38.     (N)    092 46 25.     (W)     SCALED    
 JD0258* NAVD 88     -       314.160  (meters)    1030.71   (feet)  ADJUSTED  
 JD0258  ___________________________________________________________________
 JD0258  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JD0258  DYNAMIC HT  -         313.937 (meters)    1029.97  (feet)  COMP
 JD0258  MODELED GRAV-     979,911.8   (mgal)                       NAVD 88
 JD0258
 JD0258  VERT ORDER  -  SECOND    CLASS 0
 JD0258
 JD0258.The horizontal coordinates were scaled from a topographic map and have
 JD0258.an estimated accuracy of +/- 6 seconds.
 JD0258
 JD0258.The orthometric height was determined by differential leveling
 JD0258.and adjusted by the National Geodetic Survey in June 1991..
 JD0258
 JD0258.The geoid height was determined by GEOID03.
 JD0258
 JD0258.The dynamic height is computed by dividing the NAVD 88
 JD0258.geopotential number by the normal gravity value computed on the
 JD0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0258.degrees latitude (g = 980.6199 gals.).
 JD0258
 JD0258.The modeled gravity was interpolated from observed gravity values.
 JD0258
 JD0258;                    North         East    Units  Estimated Accuracy
 JD0258;SPC MO C     -   287,890.      476,110.      MT  (+/- 180 meters Scaled)
 JD0258
 JD0258                          SUPERSEDED SURVEY CONTROL
 JD0258
 JD0258  NGVD 29 (??/??/92)  314.051  (m)         1030.35   (f) ADJ UNCH    2 0
 JD0258
 JD0258.Superseded values are not recommended for survey control.
 JD0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0258.See file dsdata.txt to determine how the superseded data were derived.
 JD0258
 JD0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC197532(NAD 83)
 JD0258_MARKER: DR = REFERENCE MARK DISK
 JD0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0258_STAMPING: HUNTER NO 1 1947
 JD0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0258+STABILITY: SURFACE MOTION
 JD0258
 JD0258  HISTORY     - Date     Condition        Report By
 JD0258  HISTORY     - 1947     MONUMENTED       CGS
 JD0258  HISTORY     - 1963     GOOD             NGS
 JD0258
 JD0258                          STATION DESCRIPTION
 JD0258
 JD0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0258'4.5 MI E FROM VERSAILLES.
 JD0258'ABOUT 4.3 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0258'RAILROAD FROM THE STATION AT VERSAILLES TO THE N.H. THOMPSON
 JD0258'FARMHOUSE, THENCE 0.25 MILE WEST ALONG A FENCE LINE, 193 FEET
 JD0258'WEST OF A ROW OF TREES, 190 FEET EAST OF A LARGE FORKED ELM
 JD0258'TREE, 161 FEET WEST OF A GATE IN A NORTH-SOUTH FENCE, 2.0
 JD0258'FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 JD0258'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1854 ***********************************************************************
 GD1854  DESIGNATION -  HUNTERVILLE
 GD1854  PID         -  GD1854
 GD1854  STATE/COUNTY-  MO/STODDARD
 GD1854  USGS QUAD   -  ESSEX (1963)
 GD1854
 GD1854                         *CURRENT SURVEY CONTROL
 GD1854  ___________________________________________________________________
 GD1854* NAD 83(1997)-  36 49 13.01020(N)    089 48 29.16311(W)     ADJUSTED  
 GD1854* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 GD1854  ___________________________________________________________________
 GD1854  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 GD1854  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GD1854
 GD1854  HORZ ORDER  -  THIRD
 GD1854
 GD1854.The horizontal coordinates were established by classical geodetic methods
 GD1854.and adjusted by the National Geodetic Survey in February 2000..
 GD1854
 GD1854.The orthometric height was scaled from a topographic map.
 GD1854
 GD1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1854
 GD1854.The geoid height was determined by GEOID03.
 GD1854
 GD1854;                    North         East     Units Scale Factor Converg.
 GD1854;SPC MO E     -   109,732.756   311,728.054   MT  0.99998026   +0 24 52.8
 GD1854;UTM  16      - 4,078,615.951   249,530.926   MT  1.00037294   -1 41 01.6
 GD1854
 GD1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1854!SPC MO E     -   0.99999013  x   0.99998026  =   0.99997039
 GD1854!UTM  16      -   0.99999013  x   1.00037294  =   1.00036307
 GD1854
 GD1854|---------------------------------------------------------------------|
 GD1854| PID    Reference Object                     Distance      Geod. Az  |
 GD1854|                                                           dddmmss.s |
 GD1854| GD1855 TT 2 C                               67.543 METERS 04728     |
 GD1854| CG3526 HUNTERVILLE RM 3                     28.500 METERS 06900     |
 GD1854| GD1797 MOREHOUSE MUNICIPAL TANK            APPROX.10.8 KM 0742010.7 |
 GD1854| CG3525 HUNTERVILLE RM 1                     41.986 METERS 14543     |
 GD1854| CG3524 HUNTERVILLE AZ MK                                  2523240.4 |
 GD1854| GD1857 DEXTER MUNICIPAL TANK               APPROX.13.7 KM 2550546.1 |
 GD1854| CG3527 HUNTERVILLE RM 4                      9.214 METERS 35524     |
 GD1854|---------------------------------------------------------------------|
 GD1854
 GD1854                          SUPERSEDED SURVEY CONTROL
 GD1854
 GD1854  NAD 83(1997)-  36 49 13.01049(N)    089 48 29.16241(W) AD(       ) 3
 GD1854  NAD 83(1997)-  36 49 13.01329(N)    089 48 29.15897(W) AD(       ) 3
 GD1854  NAD 83(1997)-  36 49 13.02125(N)    089 48 29.15967(W) AD(       ) 3
 GD1854  NAD 83(1986)-  36 49 13.02079(N)    089 48 29.16283(W) AD(       ) 3
 GD1854  NAD 27      -  36 49 12.83090(N)    089 48 28.85160(W) AD(       ) 3
 GD1854
 GD1854.Superseded values are not recommended for survey control.
 GD1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1854.See file dsdata.txt to determine how the superseded data were derived.
 GD1854
 GD1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF4953178616(NAD 83)
 GD1854_MARKER: DS = TRIANGULATION STATION DISK
 GD1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1854
 GD1854  HISTORY     - Date     Condition        Report By
 GD1854  HISTORY     - 1955     MONUMENTED       CGS
 GD1854  HISTORY     - 1962     MARK NOT FOUND   USGS
 GD1854  HISTORY     - 1970     GOOD             NGS
 GD1854  HISTORY     - 19961001 MARK NOT FOUND   USE
 GD1854
 GD1854                          STATION DESCRIPTION
 GD1854
 GD1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1854'THE STATION IS LOCATED IN THE VILLAGE OF HUNTERVILLE AND ON PROPERTY
 GD1854'WHICH IS OWNED BY MR. E. SINDER.  IT LIES ABOUT 7 MILES WEST OF
 GD1854'MOREHOUSE, 91 FEET WEST OF A POWERLINE, 60 FEET EAST OF THE NORTH
 GD1854'END OF A BARN, 20 FEET SOUTH OF THE NORTH FENCE LINE OF THE BARNYARD
 GD1854'AND 20 FEET SOUTH OF A WHITE WITNESS POST.
 GD1854'
 GD1854'TO REACH THE STATION FROM THE RAILROAD STATION IN MOREHOUSE, GO WEST
 GD1854'ON U.S. HIGHWAY NUMBER 60 FOR 7.0 MILES, TURN RIGHT, ONTO COUNTY
 GD1854'ROAD N, AND GO NORTH FOR 0.1 MILE TO THE RAILROAD CROSSING AND
 GD1854'STATION IN THE BARNYARD ON THE LEFT HAND SIDE OF THE ROAD.
 GD1854'
 GD1854'THE STATION IS A STANDARD DISK, STAMPED HUNTERVILLE 1955, SET IN THE
 GD1854'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 GD1854'SURFACE OF THE GROUND.
 GD1854'
 GD1854'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED HUNTERVILLE
 GD1854'1955, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH LIES
 GD1854'ABOUT 40 INCHES BELOW THE SURFACE OF THE SOIL.
 GD1854'
 GD1854'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HUNTERVILLE
 GD1854'NO 1 1955, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 GD1854'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED ON THE SOUTH
 GD1854'SIDE OF THE BARNYARD AND 1 FOOT NORTH OF A WIRE FENCE.
 GD1854'
 GD1854'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 GD1854'MARK, STAMPED TT 2C 1931 ELEVATION 298, SET IN THE TOP OF AN 8 INCH
 GD1854'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS LOCATED 46
 GD1854'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 37 FEET EAST
 GD1854'OF THE CENTER OF COUNTY HIGHWAY N AND 1 FOOT SOUTH OF A WOVEN WIRE
 GD1854'FENCE.
 GD1854'
 GD1854'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HUNTERVILLE 1955, SET IN
 GD1854'THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 GD1854'IT IS LOCATED 40 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 GD1854'NUMBER 60, 5 FEET EAST OF A FENCE CORNER AND 3 FEET SOUTH OF A
 GD1854'WITNESS POST.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NUMBER 60
 GD1854'AND COUNTY HIGHWAY N, GO WEST ON U.S. HIGHWAY NUMBER 60 FOR
 GD1854'0.5 MILE TO THE MARK ON THE SOUTH SIDE OF THE ROAD.
 GD1854
 GD1854                          STATION RECOVERY (1962)
 GD1854
 GD1854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (FLT)
 GD1854'STATION WAS NOT FOUND.  IT IS BELIEVED TO BE COVERED BY A LUMBER
 GD1854'PILE. DISTANCE TAPED AND PROBED FOR.  THE WHITE WITNESS POST WAS
 GD1854'FOUND.
 GD1854'
 GD1854'REFERENCE MARK NO. 2 IS DESTROYED.
 GD1854
 GD1854                          STATION RECOVERY (1970)
 GD1854
 GD1854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1854'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 GD1854'GOOD CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE MARK NO. 1 WAS
 GD1854'FOUND WITH THE DISK SHEARED OFF AND IN A CULTIVATED FIELD.
 GD1854'REFERENCE MARK NO. 2 USGS TT-2C 1931 WAS NOT FOUND AND IS BELIEVED
 GD1854'DESTROYED BY GRADING OPERATIONS DURING THE CONSTRUCTION OF A
 GD1854'CHEMICAL PLANT WAREHOUSE.  TWO NEW REFERENCE MARKS NO. 3 AND NO.
 GD1854'4 WERE ESTABLISHED.  THE STATION WAS OCCUPIED AND THE HORIZONTAL
 GD1854'ANGLES OBSERVED ON THE MARKS AND THE GRAY RIDGE WATER TANK
 GD1854'USING THE AZIMUTH MARK AS THE INITIAL.
 GD1854'
 GD1854'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1854'
 GD1854'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF HUNTERSVILLE NEAR
 GD1854'THE JUNCTION OF STATE ROUTES 114 AND 153 ABOUT 7 MILES WEST OF
 GD1854'MOREHOUSE, AND IS ON THE PROPERTY OF MR. E. SINDER.
 GD1854'
 GD1854'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS A AND H AND
 GD1854'STATE ROUTE 114 JUST SOUTHEAST OF THE SCHOOLHOUSE IN GRAY RIDGE, GO
 GD1854'WESTERLY ON STATE ROUTE 114 FOR 1.5 MILES TO THE INTERSECTION WITH
 GD1854'STATE ROUTE 153 IN THE SMALL COMMUNITY OF HUNTERSVILLE.  HERE TURN
 GD1854'RIGHT AND GO NORTH ON STATE ROUTE 153 FOR 0.1 OF A MILE TO A
 GD1854'RAILROAD CROSSING AND THE STATION ON THE LEFT JUST SOUTH OF THE
 GD1854'TRACKS.
 GD1854'
 GD1854'THE STATION IS 122 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GD1854'ROUTE 153, 93 FEET WEST OF A POWERLINE POLE, 66 FEET SOUTH OF THE
 GD1854'SOUTH RAIL OF THE RAILROAD TRACK, 36 FEET SOUTHWEST OF A TELEPHONE
 GD1854'POLE, 30 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND 20 FEET
 GD1854'SOUTH OF AN EAST-WEST FENCE.  IT IS A STANDARD DISK SET IN THE
 GD1854'TOP OF 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1854'STAMPED HUNTERSVILLE 1955.
 GD1854'
 GD1854'REFERENCE MARK NO. 3 IS 50 FEET SOUTH OF THE SOUTH RAIL OF THE
 GD1854'RAILROAD TRACK, 34 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 GD1854'ROUTE 153, 2 FEET SOUTH OF A POWERLINE POLE, AND 1.0 FOOT SOUTHEAST
 GD1854'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GD1854'THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4
 GD1854'INCHES AND THE DISK IS STAMPED HUNTERSVILLE 1955 NO 3 1970.
 GD1854'
 GD1854'REFERENCE MARK NO. 4 IS 122 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1854'STATE ROUTE 153, 35 FEET SOUTH
 GD1854'OF THE SOUTH RAIL OF THE RAILROAD TRACK, 19 FEET WEST OF A
 GD1854'TELEPHONE POLE, 10 FEET NORTH OF AN EAST-WEST FENCE, AND 1.0 FOOT
 GD1854'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1854'SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 GD1854'4 INCHES AND THE DISK IS STAMPED HUNTERSVILLE 1955 NO 4 1970.
 GD1854'
 GD1854'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GD1854'REFERENCE MARK NO. 4 IS 89.80 FEET - 27.371 METERS.
 GD1854'
 GD1854'THE AZIMUTH IS ALONG THE SOUTH RIGHT-OF-WAY OF STATE ROUTE 114, 40
 GD1854'FEET SOUTH OF THE APPROXIMATE CENTER OF THE HIGHWAY, 5 FEET EAST OF
 GD1854'A NORTHEAST FENCE CORNER, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GD1854'HIGHWAY, AND 0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 GD1854'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 GD1854'CONCRETE MONUMENT AND THE DISK IS STAMPED HUNTERSVILLE 1955.
 GD1854'
 GD1854'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE ROUTE
 GD1854'153 FOR 0.1 OF A MILE TO THE INTERSECTION WITH STATE ROUTE
 GD1854'114.  HERE TURN RIGHT AND GO WESTERLY ON STATE ROUTE 114 FOR 0.5 OF
 GD1854'A MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 GD1854
 GD1854                          STATION RECOVERY (1996)
 GD1854
 GD1854'RECOVERY NOTE BY US ENGINEERS 1996 (DB)
 GD1854'CONCRETE SLAB FOUND WITH CHUNKS OF CONCRETE SCATTERED IN FIELD.  CAP
 GD1854'GONE.  RM 3 AND 4 FOUND.  AZ MK FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2600 ***********************************************************************
 JD2600  DESIGNATION -  HUNTSDALE 2
 JD2600  PID         -  JD2600
 JD2600  STATE/COUNTY-  MO/BOONE
 JD2600  USGS QUAD   -  ROCHEPORT (1979)
 JD2600
 JD2600                         *CURRENT SURVEY CONTROL
 JD2600  ___________________________________________________________________
 JD2600* NAD 83(1997)-  38 56 06.00564(N)    092 30 14.80185(W)     ADJUSTED  
 JD2600* NAVD 88     -       251.41   (+/-2cm)     824.8    (feet)  VERTCON   
 JD2600  ___________________________________________________________________
 JD2600  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JD2600  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JD2600
 JD2600  HORZ ORDER  -  SECOND
 JD2600  VERT ORDER  -  THIRD ? (See Below)
 JD2600
 JD2600.The horizontal coordinates were established by classical geodetic methods
 JD2600.and adjusted by the National Geodetic Survey in February 2000..
 JD2600
 JD2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2600.The vertical order pertains to the NGVD 29 superseded value.
 JD2600
 JD2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2600
 JD2600.The geoid height was determined by GEOID03.
 JD2600
 JD2600;                    North         East     Units Scale Factor Converg.
 JD2600;SPC MO C     -   344,215.491   499,643.523   MT  0.99993333   -0 00 09.3
 JD2600;UTM  15      - 4,309,680.562   542,979.217   MT  0.99962275   +0 18 41.9
 JD2600
 JD2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2600!SPC MO C     -   0.99996571  x   0.99993333  =   0.99989904
 JD2600!UTM  15      -   0.99996571  x   0.99962275  =   0.99958847
 JD2600
 JD2600:                Primary Azimuth Mark                     Grid Az
 JD2600:SPC MO C     -  COLUMBIA INDUST SITE EPPLE TK            067 10 12.8
 JD2600:UTM  15      -  COLUMBIA INDUST SITE EPPLE TK            066 51 21.6
 JD2600
 JD2600|---------------------------------------------------------------------|
 JD2600| PID    Reference Object                     Distance      Geod. Az  |
 JD2600|                                                           dddmmss.s |
 JD2600| KD1061 COLUMBIA INDUST SITE EPPLE TK       APPROX.21.7 KM 0671003.5 |
 JD2600| JD2509 COLUMBIA MUNICIPAL TANK             APPROX.14.6 KM 0820244.2 |
 JD2600| AI2468 COLUMBIA UNIV OF MO JESSE HALL DOME APPROX.15.2 KM 0853949.6 |
 JD2600| CM3835 HUNTSDALE 2 RM 4                     16.615 METERS 09752     |
 JD2600| CN6458 HUNTSDALE AZ MK                                    1081306.5 |
 JD2600| JD2603 HUNTSDALE                           161.808 METERS 18703     |
 JD2600| JD2605 BOONVILLE MUNICIPAL TANK            APPROX.20.8 KM 2784305.2 |
 JD2600| JD2638 BOONVILLE HARLEY PARK MUN TANK      APPROX.22.5 KM 2803555.0 |
 JD2600| CM3834 HUNTSDALE 2 RM 3                     12.765 METERS 29557     |
 JD2600|---------------------------------------------------------------------|
 JD2600
 JD2600                          SUPERSEDED SURVEY CONTROL
 JD2600
 JD2600  NAD 83(1986)-  38 56 06.01424(N)    092 30 14.80475(W) AD(       ) 2
 JD2600  NAD 27      -  38 56 05.88210(N)    092 30 14.14180(W) AD(       ) 2
 JD2600  NGVD 29 (07/19/86)  251.37   (m)          824.7    (f) LEVELING    3  
 JD2600
 JD2600.Superseded values are not recommended for survey control.
 JD2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2600.See file dsdata.txt to determine how the superseded data were derived.
 JD2600
 JD2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4297909681(NAD 83)
 JD2600_MARKER: DS = TRIANGULATION STATION DISK
 JD2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2600_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2600
 JD2600  HISTORY     - Date     Condition        Report By
 JD2600  HISTORY     - 1964     MONUMENTED       CGS
 JD2600
 JD2600                          STATION DESCRIPTION
 JD2600
 JD2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 JD2600'STATION IS LOCATED ABOUT 4 AND 1/2 MILES SOUTHEAST OF ROCHEPORT,
 JD2600'2 AND 1/2 MILES NORTHWEST OF THE SMALL TOWN OF HUNTSDALE, AND
 JD2600'3 MILES SOUTHEAST OF INTERSTATE HIGHWAY 70 BRIDGE OVER THE
 JD2600'MISSOURI RIVER IN SEC. 21, T 48 N., R 14 W. ON LAND OWNED BY
 JD2600'MELVIN MARX WHO LIVES IN A NEW HOUSE ABOUT 200 YARDS SOUTH.  THE
 JD2600'MARK IS ALONG THE SOUTH SIDE OF A FARMYARD, 71 FEET
 JD2600'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF FARMHOUSE, 57 FEET
 JD2600'SOUTH-SOUTHEAST OF CISTERN PUMP, 43 FEET EAST OF THE
 JD2600'SOUTHWEST FENCE CORNER, 16 FEET OF THE CENTER OF DRIVEWAY, 10
 JD2600'FEET WEST OF WEST GATE POST, AND 1.5 FEET NORTH OF THE SOUTH
 JD2600'FENCE AND A NEW STEEL WITNESS POST.  THE MARK IS FLUSH WITH
 JD2600'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JD2600'HUNTSDALE 2 1964.
 JD2600'
 JD2600'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70
 JD2600'AND STATE ROAD O WHICH IS ABOUT 8 MILES WEST OF COLUMBIA AND
 JD2600'2 AND 1/2 MILES EAST OF THE INTERSTATE HIGHWAY 70 BRIDGE
 JD2600'OVER THE MISSOURI RIVER, GO SOUTH ON STATE ROAD O FOR 2.7 MILES
 JD2600'TO WHERE THE ROAD CURVES LEFT AND A SIDE ROAD RIGHT.  TURN
 JD2600'RIGHT OFF STATE ROAD O AND GO WEST-NORTHWEST ON A GRADED ROAD
 JD2600'FOR 0.35 MILE TO THE ENTRANCE TO A FARMHOUSE ON THE LEFT. TURN
 JD2600'LEFT IN TO THE FARMHOUSE AND GO 100 YARDS TO THE STATION AS
 JD2600'DESCRIBED.
 JD2600'
 JD2600'REFERENCE MARK NO. 3 IS NORTHWEST OF THE STATION IN THE SOUTHWEST
 JD2600'CORNER OF YARD FENCE AND 2 FEET NORTHEAST OF THE FENCE CORNER.
 JD2600'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HUNTSDALE 2
 JD2600'NO 3 1964.
 JD2600'
 JD2600'REFERENCE MARK NO. 4 IS EAST-SOUTHEAST OF THE STATION, 36 FEET
 JD2600'EAST OF EAST GATE POST, AND 1 FOOT NORTH OF FENCE.  THE MARK
 JD2600'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JD2600'HUNTSDALE 2 NO 4 1964.
 JD2600'
 JD2600'MO. R.C. MARK IS A STANDARD IRON PIPE WITH A MISSOURI RIVER
 JD2600'COMMISSION CAP ON TOP AND 37 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 JD2600'CORNER OF FARMHOUSE ON TOP OF AN NORTH MOUND OVER AN OUTDOOR CAVE.
 JD2600'THE DISTANCE OF 45.84 FEET FROM THE STATION TO THIS MARK IS A
 JD2600'SLOPE MEASUREMENT AND THE VERTICAL ANGLE FROM THE STATION TO
 JD2600'THE ON CAP IS 83 DEGREES 55 MINUTES.  THE PIPE PROJECTS ABOVE
 JD2600'THE GROUND ABOUT 1.5 FEET.
 JD2600'
 JD2600'AZIMUTH MARK IS 0.35 MILE EAST-SOUTHEAST OF THE STATION IN THE
 JD2600'FARMYARD OF MR. D.S. COLEMAN, 2 FEET WEST OF THE NORTHWEST
 JD2600'OF GARAGE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JD2600'HUNTSDALE 1949.
 JD2600'
 JD2600'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRADED
 JD2600'ROAD FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT JUST BEFORE
 JD2600'REACHING STATE ROAD O.  TURN RIGHT INTO THE FARMYARD OF D.S.
 JD2600'COLEMAN AND THE AZIMUTH MARK AT THE NORTHWEST CORNER OF THE
 JD2600'GARAGE AS DESCRIBED.
 JD2600'
 JD2600'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1077 ***********************************************************************
 KD1077  DESIGNATION -  HUNTSVILLE MUNICIPAL TANK
 KD1077  PID         -  KD1077
 KD1077  STATE/COUNTY-  MO/RANDOLPH
 KD1077  USGS QUAD   -  HUNTSVILLE (1979)
 KD1077
 KD1077                         *CURRENT SURVEY CONTROL
 KD1077  ___________________________________________________________________
 KD1077* NAD 83(1997)-  39 26 23.49340(N)    092 32 52.21591(W)     ADJUSTED  
 KD1077* NAVD 88     -                                                        
 KD1077  ___________________________________________________________________
 KD1077  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 KD1077  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD1077
 KD1077  HORZ ORDER  -  THIRD
 KD1077
 KD1077.The horizontal coordinates were established by classical geodetic methods
 KD1077.and adjusted by the National Geodetic Survey in February 2000..
 KD1077
 KD1077
 KD1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1077
 KD1077.The geoid height was determined by GEOID03.
 KD1077
 KD1077;                    North         East     Units Scale Factor Converg.
 KD1077;SPC MO C     -   400,261.667   495,882.042   MT  0.99993354   -0 01 49.4
 KD1077;UTM  15      - 4,365,687.623   538,910.025   MT  0.99961864   +0 17 14.1
 KD1077
 KD1077                          SUPERSEDED SURVEY CONTROL
 KD1077
 KD1077  NAD 83(1986)-  39 26 23.49962(N)    092 32 52.22156(W) AD(       ) 4
 KD1077  NAD 27      -  39 26 23.38200(N)    092 32 51.56500(W) AD(       ) 3
 KD1077
 KD1077.Superseded values are not recommended for survey control.
 KD1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1077.See file dsdata.txt to determine how the superseded data were derived.
 KD1077
 KD1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD3891065688(NAD 83)
 KD1077_MARKER: 53 = ELEVATED TANK
 KD1077
 KD1077  HISTORY     - Date     Condition        Report By
 KD1077  HISTORY     - 1948     FIRST OBSERVED   NGS
 KD1077  HISTORY     - 19850516 GOOD             NGS
 KD1077  HISTORY     - 1990     GOOD             USPSQD
 KD1077
 KD1077                          STATION DESCRIPTION
 KD1077
 KD1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 (MEW)
 KD1077'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF THE TOWN OF
 KD1077'HUNTSVILLE.  IT IS ABOUT 125 FEET SOUTH OF A HIGH LINE POLE,
 KD1077'70 FEET EAST OF A WHITE AND YELLOW HOUSE AND IT IS ABOUT 125 FEET
 KD1077'HIGH.  IT IS FOUR LEGGED STEEL STRUCTURE AND IS PAINTED SILVER.
 KD1077'
 KD1077'TO REACH THE STATION FROM THE POST OFFICE IN HUNTSVILLE, GO
 KD1077'NORTHWEST FOR 0.1 MILE, TURN LEFT FOR 0.1 MILE TO STATION.
 KD1077'
 KD1077'THE POINT THAT WAS INTERSECTED WAS A BALL AT THE APEX OF THE TANK.
 KD1077
 KD1077                          STATION RECOVERY (1985)
 KD1077
 KD1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (JAO)
 KD1077'RECOVERED AS DESCRIBED.
 KD1077
 KD1077                          STATION RECOVERY (1990)
 KD1077
 KD1077'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0463 ***********************************************************************
 LE0463  DESIGNATION -  HURDLAND
 LE0463  PID         -  LE0463
 LE0463  STATE/COUNTY-  MO/KNOX
 LE0463  USGS QUAD   -  HURDLAND (1966)
 LE0463
 LE0463                         *CURRENT SURVEY CONTROL
 LE0463  ___________________________________________________________________
 LE0463* NAD 83(1997)-  40 11 22.96411(N)    092 19 15.90383(W)     ADJUSTED  
 LE0463* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 LE0463  ___________________________________________________________________
 LE0463  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LE0463  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LE0463
 LE0463  HORZ ORDER  -  FIRST
 LE0463
 LE0463.The horizontal coordinates were established by classical geodetic methods
 LE0463.and adjusted by the National Geodetic Survey in February 2000..
 LE0463
 LE0463.The orthometric height was scaled from a topographic map.
 LE0463
 LE0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0463
 LE0463.The geoid height was determined by GEOID03.
 LE0463
 LE0463;                    North         East     Units Scale Factor Converg.
 LE0463;SPC MO C     -   483,527.359   515,234.917   MT  0.99993619   +0 06 55.6
 LE0463;UTM  15      - 4,449,034.729   557,791.566   MT  0.99964111   +0 26 17.3
 LE0463
 LE0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0463!SPC MO C     -   0.99996195  x   0.99993619  =   0.99989814
 LE0463!UTM  15      -   0.99996195  x   0.99964111  =   0.99960307
 LE0463
 LE0463|---------------------------------------------------------------------|
 LE0463| PID    Reference Object                     Distance      Geod. Az  |
 LE0463|                                                           dddmmss.s |
 LE0463| CL9575 HURDLAND RM 1                        43.370 METERS 05235     |
 LE0463| LE0460 EDINA ST JOSEPHS CATH CH SPIRE      APPROX.12.8 KM 0990431.1 |
 LE0463| LE0461 EDINA MUNICIPAL TANK                APPROX.12.9 KM 0995755.7 |
 LE0463| CL9574 HURDLAND AZ MK 2                                   1461946.3 |
 LE0463| CL9573 HURDLAND AZ MK                                     1513022.2 |
 LE0463| CL9577 HURDLAND RM 3                        16.442 METERS 18036     |
 LE0463| LE0480 KIRKSVILLE NE MO STC STACK          APPROX.22.1 KM 2692622.6 |
 LE0463| LE0479 KIRKSVILLE ADAIR CO CTHSE DOME      APPROX.22.4 KM 2713741.0 |
 LE0463| LE0483 KIRKSVILLE MUNICIPAL TANK           APPROX.22.5 KM 2730702.0 |
 LE0463| LE0482 KIRKSVILLE MO PWR LT CO STACK       APPROX.22.5 KM 2731044.5 |
 LE0463| CL9576 HURDLAND RM 2                        37.192 METERS 31133     |
 LE0463|---------------------------------------------------------------------|
 LE0463
 LE0463                          SUPERSEDED SURVEY CONTROL
 LE0463
 LE0463  NAD 83(1997)-  40 11 22.96465(N)    092 19 15.90913(W) AD(       ) 1
 LE0463  NAD 83(1997)-  40 11 22.96471(N)    092 19 15.90896(W) AD(       ) 1
 LE0463  NAD 83(1986)-  40 11 22.96939(N)    092 19 15.91589(W) AD(       ) 1
 LE0463  NAD 27      -  40 11 22.83900(N)    092 19 15.23960(W) AD(       ) 1
 LE0463
 LE0463.Superseded values are not recommended for survey control.
 LE0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0463.See file dsdata.txt to determine how the superseded data were derived.
 LE0463
 LE0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE5779249035(NAD 83)
 LE0463_MARKER: DS = TRIANGULATION STATION DISK
 LE0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0463
 LE0463  HISTORY     - Date     Condition        Report By
 LE0463  HISTORY     - 1934     MONUMENTED       CGS
 LE0463  HISTORY     - 1934     GOOD             CGS
 LE0463  HISTORY     - 1963     GOOD             USGS
 LE0463  HISTORY     - 1967     GOOD             CGS
 LE0463
 LE0463                          STATION DESCRIPTION
 LE0463
 LE0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0463'STATION IS ABOUT 8 MILES N OF W EDINA, 3 MILES W OF N OF HURDLAND,
 LE0463'AND 9 MILES SW OF BARING, IN THE SW 1/4 SEC. 11, T 62 N, R 13, W,
 LE0463'ON LAND OWNED BY THE METROPOLITAN LIFE INSURANCE COMPANY, AGENT,
 LE0463'CHARLES H. STINSON, KIRKSVILLE, MISSOURI.
 LE0463'
 LE0463'THE FARM IS IN THE H.E. PALMER PLACE.
 LE0463'
 LE0463'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0463'BRONZE DISKS SET IN CONCRETE.
 LE0463'
 LE0463'THE STATION MARK IS IN THE E EDGE OF THE ORCHARD, 115 FEET S OF THE
 LE0463'CENTER LINE OF ROAD, ABOUT 200 FEET E OF OLD WHITE FARMHOUSE, AND
 LE0463'PROJECTS 5 INCHES.
 LE0463'
 LE0463'REFERENCE MARK NO. 1 IS NE OF THE STATION, 2 FEET S OF FENCE LINE,
 LE0463'15 FEET S OF CENTER LINE OF ROAD, AND PROJECTS 5 INCHES.
 LE0463'
 LE0463'REFERENCE MARK NO. 2 IS NW OF THE STATION, 2 FEET S OF FENCE
 LE0463'LINE, 15 FEET S OF THE CENTER LINE OF THE ROAD, 102 FEET
 LE0463'NE OF THE NE CORNER OF FARMHOUSE, AND PROJECTS 7 INCHES.
 LE0463'
 LE0463'THE AZIMUTH MARK IS SSE OF THE STATION, 0.35 MILE S OF
 LE0463'T-INTERSECTION AT WHITE SCHOOLHOUSE, 22 FEET W OF CENTER LINE OF
 LE0463'ROAD, 1 FOOT W OF FENCE LINE AND PROJECTS 5 INCHES.
 LE0463'
 LE0463'TO REACH FROM BARING, GO N AND W ON HIGHWAY 15 FOR 1.2 MILES
 LE0463'TO THE INTERSECTION OF HIGHWAY 15 AND 11.  HERE GO W ON HIGHWAY 11
 LE0463'FOR 5.05 MILES TO CROSS ROAD, THENCE S ON DIRT ROAD 1.25 MILES,
 LE0463'THENCE W 0.15 MILE, THENCE S 0.4 MILE, THENCE W 0.3 MILE TO
 LE0463'T-INTERSECTION.  HERE GO S 2.0 MILES TO WHITE SCHOOLHOUSE AT
 LE0463'T-INTERSECTION, THENCE W 0.2 MILE TO STATION ON THE S SIDE OF
 LE0463'THE ROAD.
 LE0463'
 LE0463'ALL LIGHTS CAME INTO VIEW AT 40 FEET.
 LE0463
 LE0463                          STATION RECOVERY (1934)
 LE0463
 LE0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0463'STATION RECOVERED, MARKS IN GOOD CONDITION.
 LE0463
 LE0463                          STATION RECOVERY (1963)
 LE0463
 LE0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LE0463'TO REACH- HURDLAND, ABOUT 3.0 MI. N. AND 1.5 MI. W. OF (AIRLINE),
 LE0463'IN THE SW 1/4 SEC. 11, T 62 N., R 13 W., 106.5 FT S., 142.5 FT E.
 LE0463'AND 5.2 FT HIGHER THAN A PVT. DRIVE S. TO A WHITE FARM HOUSE,
 LE0463'1.0 FT W. OF A WOVEN WIRE FE., IN A CONC. POST, A STD. TABLET,
 LE0463'STAMPED HURDLAND 1934.
 LE0463
 LE0463                          STATION RECOVERY (1967)
 LE0463
 LE0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LE0463'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 LE0463'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE
 LE0463'AZIMUTH MARK WERE DESTROYED BY ROAD CONSTRUCTION.
 LE0463'
 LE0463'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE SET.
 LE0463'
 LE0463'FOLLOWING IS A COMPLETE DESCRIPTION.
 LE0463'
 LE0463'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6
 LE0463'AND COUNTY ROAD A IN HURDLAND, GO NORTH AND WEST ON COUNTY
 LE0463'ROAD Z 0.6 MILE TO THE JUNCTION OF COUNTY ROAD J.  TURN RIGHT AND
 LE0463'GO NORTH ON COUNTY ROAD J FOR 3.0 MILES TO THE AZIMUTH MARK ON THE
 LE0463'RIGHT.  CONTINUE NORTH ON COUNTY ROAD J FOR 0.3 MILE TO A SIDE
 LE0463'ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 LE0463'0.2 MILE TO A FARM HOUSE AND THE STATION ON THE LEFT.
 LE0463'
 LE0463'STATION MARK, A STANDARD DISK STAMPED HURDLAND 1934, IS SET IN THE
 LE0463'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LE0463'167 FEET EAST OF THE CENTER OF THE EAST SIDE OF THE FARM HOUSE,
 LE0463'107 FEET SOUTH OF THE CENTER OF THE ROAD, 83.5 FEET SOUTH OF THE
 LE0463'NORTHEAST CORNER OF YARD, AND 1 FOOT WEST OF THE EAST YARD
 LE0463'FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LE0463'
 LE0463'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HURDLAND NO. 1
 LE0463'1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LE0463'10 INCHES.  IT IS 111 FEET EAST OF THE NORTHEAST CORNER OF YARD,
 LE0463'22 FEET SOUTH OF THE CENTER OF THE ROAD, 0.5 FEET NORTH OF A
 LE0463'FENCE, AND THE MARK IS LEANING SLIGHTLY.
 LE0463'
 LE0463'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HURLAND 1934 NO.
 LE0463'3 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LE0463'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4 FEET SOUTHWEST OF
 LE0463'THE SOUTHWEST CORNER OF A CONCRETE PLATFORM, 47 FEET NORTH OF
 LE0463'THE SOUTHEAST CORNER OF YARD, AND 3 FEET WEST OF THE EAST YARD
 LE0463'FENCE.
 LE0463'
 LE0463'AZIMUTH MARK, A STANDARD DISK STAMPED HURDLAND 1934 AZ. 2
 LE0463'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LE0463'1 INCH.  IT IS 41.5 FEET NORTH OF A POWERLINE AND TELEPHONE
 LE0463'POLE, 41 FEET EAST OF THE CENTER OF COUNTY ROAD J, 2 FEET NORTH
 LE0463'OF A METAL WITNESS POST, 1 FOOT WEST OF A FENCE, AND ON THE NORTH
 LE0463'SLOPE OF A HILL.
 LE0463'
 LE0463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES
 LE0463'NORTH-NORTHWEST OF HURDLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2577 ***********************************************************************
 JD2577  DESIGNATION -  HURRICANE
 JD2577  PID         -  JD2577
 JD2577  STATE/COUNTY-  MO/CAMDEN
 JD2577  USGS QUAD   -  SUNRISE BEACH (1983)
 JD2577
 JD2577                         *CURRENT SURVEY CONTROL
 JD2577  ___________________________________________________________________
 JD2577* NAD 83(1997)-  38 10 42.46506(N)    092 47 43.91527(W)     ADJUSTED  
 JD2577* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 JD2577  ___________________________________________________________________
 JD2577  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 JD2577  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JD2577
 JD2577  HORZ ORDER  -  SECOND
 JD2577
 JD2577.The horizontal coordinates were established by classical geodetic methods
 JD2577.and adjusted by the National Geodetic Survey in February 2000..
 JD2577
 JD2577.The orthometric height was scaled from a topographic map.
 JD2577
 JD2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2577
 JD2577.The geoid height was determined by GEOID03.
 JD2577
 JD2577;                    North         East     Units Scale Factor Converg.
 JD2577;SPC MO C     -   260,281.196   474,107.425   MT  0.99994159   -0 10 57.6
 JD2577;UTM  15      - 4,225,635.859   517,908.160   MT  0.99960395   +0 07 35.0
 JD2577
 JD2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2577!SPC MO C     -   0.99995998  x   0.99994159  =   0.99990157
 JD2577!UTM  15      -   0.99995998  x   0.99960395  =   0.99956394
 JD2577
 JD2577:                Primary Azimuth Mark                     Grid Az
 JD2577:SPC MO C     -  HURRICANE AZ MK                          093 10 19.6
 JD2577:UTM  15      -  HURRICANE AZ MK                          092 51 47.0
 JD2577
 JD2577|---------------------------------------------------------------------|
 JD2577| PID    Reference Object                     Distance      Geod. Az  |
 JD2577|                                                           dddmmss.s |
 JD2577| CM3836 HURRICANE AZ MK                                    0925922.0 |
 JD2577| AJ6371 HURRICANE RM 3                        2.963 METERS 13700     |
 JD2577| JD2578 HURRICANE DECK LOOKOUT TOWER         25.972 METERS 13735     |
 JD2577| CM3837 HURRICANE RM 1                       32.504 METERS 23533     |
 JD2577| AJ2374 HURRICANE RM 2                        3.229 METERS 34138     |
 JD2577|---------------------------------------------------------------------|
 JD2577
 JD2577                          SUPERSEDED SURVEY CONTROL
 JD2577
 JD2577  NAD 83(1986)-  38 10 42.47648(N)    092 47 43.91539(W) AD(       ) 2
 JD2577  NAD 27      -  38 10 42.36800(N)    092 47 43.22900(W) AD(       ) 2
 JD2577
 JD2577.Superseded values are not recommended for survey control.
 JD2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2577.See file dsdata.txt to determine how the superseded data were derived.
 JD2577
 JD2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1790825636(NAD 83)
 JD2577_MARKER: DS = TRIANGULATION STATION DISK
 JD2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2577_STAMPING: HURRICANE 1947
 JD2577_MARK LOGO: NGS   
 JD2577_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JD2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2577+STABILITY: SURFACE MOTION
 JD2577
 JD2577  HISTORY     - Date     Condition        Report By
 JD2577  HISTORY     - 1947     MONUMENTED       CGS
 JD2577  HISTORY     - 19811021 GOOD             NGS
 JD2577
 JD2577                          STATION DESCRIPTION
 JD2577
 JD2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2577'THE STATION IS LOCATED ABOUT 9-1/4 MILES SOUTH-SOUTHEAST OF
 JD2577'GRAVOIS MILLS, ABOUT 0.1 MILE SOUTHWEST OF STATE HIGHWAY 5,
 JD2577'AND 85.20 FEET NORTHWEST OF THE CENTER OF THE HURRICANE DECK
 JD2577'LOOKOUT TOWER.  THE DISK IS STAMPED HURRICANE 1947 AND IS SET
 JD2577'FLUSH WITH THE SURFACE OF THE GROUND.
 JD2577'
 JD2577'REFERENCE MARK NO. 1 IS 106.64 FEET SOUTHWEST OF THE STATION,
 JD2577'19 FEET SOUTH OF A TRACK ROAD, AND 16 FEET NORTH OF A TRIANGLE
 JD2577'BLAZED 12 INCH OAK TREE.  THE DISK IS STAMPED HURRICANE NO 1
 JD2577'1947 AND PROJECTS 2 INCHES.
 JD2577'
 JD2577'REFERENCE MARK NO. 2 IS 105.92 FEET NORTH-NORTHWEST OF THE
 JD2577'STATION, AND 59 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING
 JD2577'TO THE LOOKOUT TOWER.  THE DISK IS STAMPED HURRICANE NO 2 1947
 JD2577'AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 JD2577'
 JD2577'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE EAST-SOUTHEAST OF THE
 JD2577'STATION, ON A ROCKY BANK, 50 FEET NORTH OF AND 12 FEET HIGHER
 JD2577'THAN THE CENTERLINE OF STATE HIGHWAY 5.  THE DISK IS STAMPED
 JD2577'HURRICANE 1947 AND PROJECTS 6 INCHES.
 JD2577'
 JD2577'TO REACH THE STATION FROM THE POST OFFICE IN GRAVOIS MILLS,
 JD2577'GO SOUTH ON STATE HIGHWAY 5 FOR 11.6 MILES TO THE FIRE TOWER
 JD2577'ON THE RIGHT AND THE STATION AS DESCRIBED.
 JD2577'
 JD2577'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 JD2577'HIGHWAY 5 FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JD2577'
 JD2577'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JD2577
 JD2577                          STATION RECOVERY (1981)
 JD2577
 JD2577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JD2577'THE SURFACE STATION MARK AND RM W WERE RECOVERED IN GOOD CONDITION. RM
 JD2577'1 WAS NOT FOUND AND IS PRESUMED DESTROYED.  THE AZ MK WAS NOT FOUND
 JD2577'AND THERE WAS NO SUITABLE LOCATION FOR A NEW AZ MK DUE TO LIMITED
 JD2577'VISIBILITY CAUSED BY TREES.  A RM 3 WAS ESTABLISHED.  THE DISTANCE TO
 JD2577'RM 2 AGREED WITH 1947 DATA.  DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 JD2577'THE STATION IS LOCATED ABOUT 15 KM (9.30 MI) SSE OF GRAVOIS MILLS, 0.2
 JD2577'KM (0.10 MI) E OF THE NEW HURRICANE DECK LOOKOUT TOWER AT THE NORTHERN
 JD2577'EDGE OF THE COMMUNITY OF SUNRISE BEACH AND ON PROPERTY OWNED BY FENTON
 JD2577'THOMAS, RURAL ROUTE 1, BOX 108, SUNRISE BEACH, MISSOURI 65.79.  TO
 JD2577'REACH THE STATION FROM THE POST OFFICE AT GRAVOIS MILLS, GO SOUTHERLY
 JD2577'ON STATE HWY 5 FOR 18/.35 KM TO LAKE OZARK ROAD 5-33 ON THE LEFT AND A
 JD2577'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO W ON THE DRIVEWAY FOR 0.08
 JD2577'KM (0.05 MI) TO THE THOMAS HOUSE AND THE STATION
 JD2577'THE STATION IS A STANDARD, CGS, DISK STAMPED,---HURRICANE 1947, SET
 JD2577'INTO THET OP OF A ROUND CONCRETE MONUMENT, 14 INCHES, 36 CM, IN
 JD2577'DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LCOATED 27.42 METERS
 JD2577'(89.96 FT) S FROM A JUNCTION POWERLINE POLE, 24.15 METERS (79.23 FT)
 JD2577'ESE FROM THE SE CORNER OF THE HOUSE, 19.2 METERS (63.0 FT) S FROM THE
 JD2577'CENTERLINE OF THE DRIVEWAY TO THE HOUSE, 13.75 METERS (45.11 FT) N
 JD2577'FROM A POWERLINE POLE IN THE LAWN OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1829 ***********************************************************************
 GD1829  DESIGNATION -  HURRICANE
 GD1829  PID         -  GD1829
 GD1829  STATE/COUNTY-  MO/NEW MADRID
 GD1829  USGS QUAD   -  CHARTER OAK (1971)
 GD1829
 GD1829                         *CURRENT SURVEY CONTROL
 GD1829  ___________________________________________________________________
 GD1829* NAD 83(1997)-  36 38 03.08836(N)    089 39 51.15622(W)     ADJUSTED  
 GD1829* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 GD1829  ___________________________________________________________________
 GD1829  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GD1829  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1829
 GD1829  HORZ ORDER  -  SECOND
 GD1829
 GD1829.The horizontal coordinates were established by classical geodetic methods
 GD1829.and adjusted by the National Geodetic Survey in February 2000..
 GD1829
 GD1829.The orthometric height was scaled from a topographic map.
 GD1829
 GD1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1829
 GD1829.The geoid height was determined by GEOID03.
 GD1829
 GD1829;                    North         East     Units Scale Factor Converg.
 GD1829;SPC MO E     -    89,185.263   324,745.715   MT  1.00000214   +0 29 55.5
 GD1829;UTM  16      - 4,057,599.312   261,793.390   MT  1.00029913   -1 35 25.8
 GD1829
 GD1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1829!SPC MO E     -   0.99999096  x   1.00000214  =   0.99999310
 GD1829!UTM  16      -   0.99999096  x   1.00029913  =   1.00029009
 GD1829
 GD1829|---------------------------------------------------------------------|
 GD1829| PID    Reference Object                     Distance      Geod. Az  |
 GD1829|                                                           dddmmss.s |
 GD1829| GD2033 HURRICANE RM 3                       17.184 METERS 09703     |
 GD1829| GD2032 HURRICANE RM 1                       29.838 METERS 12240     |
 GD1829| GD1806 LILBOURN FED COMP CO E TANK         APPROX. 6.2 KM 1292033.9 |
 GD1829| GD1807 LILBOURN FED COMP CO W TANK         APPROX. 6.0 KM 1311502.6 |
 GD1829| GD1808 LILBOURN MUNICIPAL TANK             APPROX. 6.2 KM 1364713.7 |
 GD1829| GD2035 HURRICANE AZ MK                                    1865155.5 |
 GD1829| GD1831 PARMA MUNICIPAL TANK                APPROX.13.8 KM 2600558.6 |
 GD1829| GD2034 HURRICANE RM 4                       25.415 METERS 34436     |
 GD1829| CG3530 HURRICANE RM 2                       25.507 METERS 34440     |
 GD1829|---------------------------------------------------------------------|
 GD1829
 GD1829                          SUPERSEDED SURVEY CONTROL
 GD1829
 GD1829  NAD 83(1997)-  36 38 03.08854(N)    089 39 51.15608(W) AD(       ) 2
 GD1829  NAD 83(1997)-  36 38 03.08926(N)    089 39 51.15586(W) AD(       ) 2
 GD1829  NAD 83(1997)-  36 38 03.09933(N)    089 39 51.15291(W) AD(       ) 2
 GD1829  NAD 83(1986)-  36 38 03.10038(N)    089 39 51.15617(W) AD(       ) 2
 GD1829  NAD 27      -  36 38 02.88930(N)    089 39 50.86380(W) AD(       ) 2
 GD1829
 GD1829.Superseded values are not recommended for survey control.
 GD1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1829.See file dsdata.txt to determine how the superseded data were derived.
 GD1829
 GD1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6179357599(NAD 83)
 GD1829_MARKER: DS = TRIANGULATION STATION DISK
 GD1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1829
 GD1829  HISTORY     - Date     Condition        Report By
 GD1829  HISTORY     - 1954     MONUMENTED       CGS
 GD1829  HISTORY     - 1955     GOOD             CGS
 GD1829  HISTORY     - 1970     GOOD             NGS
 GD1829  HISTORY     - 20020809 MARK NOT FOUND   USACE
 GD1829
 GD1829                          STATION DESCRIPTION
 GD1829
 GD1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1829'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF LILBOURN AND ABOUT
 GD1829'3 MILES NORTHEAST OF CATRON ON PROPERTY OWNED BY MR. ROY SMITH WHO
 GD1829'OPERATES A SMALL STORE JUST SOUTH OF THE STATION.  THE STATION IS
 GD1829'54 FEET EAST OF THE CENTER OF COUNTY ROUTE E, 32 FEET SE OF A FENCE
 GD1829'CORNER AND 23 FEET SOUTH OF A GARDEN FENCE.  IT IS STAMPED
 GD1829'HURRICANE 1954 AND IS SET FLUSH.
 GD1829'
 GD1829'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GD1829'BARNYARD.  IT IS STAMPED HURRICANE NO 1 1954 AND IS SET FLUSH.
 GD1829'
 GD1829'REFERENCE MARK NO. 2 IS 60 FEET NORTH OF A FENCE CORNER, 27 FEET EAST
 GD1829'OF THE CENTER OF COUNTY ROUTE E AND 6 INCHES WEST OF A FENCE.  IT IS
 GD1829'STAMPED HURRICANE NO 2 1954 AND PROJECTS 6 INCHES.
 GD1829'
 GD1829'THE AZIMUTH MARK IS 98 FEET WEST OF THE CENTER OF COUNTY ROUTE E, 39
 GD1829'FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, 7 FEET SOUTH OF A
 GD1829'DRAINAGE DITCH AND 1 FOOT EAST OF A POWERLINE POLE.  IT IS STAMPED
 GD1829'HURRICANE 1954 AND PROJECTS 6 INCHES.
 GD1829'
 GD1829'TO REACH THE STATION FROM THE POST OFFICE IN LILBOURN, GO NORTH AND
 GD1829'WEST ON COUNTY ROUTE D FOR 3.05 MILE TO THE JUNCTION WITH COUNTY
 GD1829'ROUTE E, TURN RIGHT, NORTH, ON COUNTY ROUTE E AND GO 1.85 MILE TO
 GD1829'THE AZIMUTH ON THE LEFT, CONTINUE STRAIGHT AHEAD NORTH FOR 0.25 MILE
 GD1829'TO THE STATION ON THE RIGHT.
 GD1829'
 GD1829'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1829
 GD1829                          STATION RECOVERY (1955)
 GD1829
 GD1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1829'THE STATION AND MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 GD1829'CONDITION.  AN ADDITIONAL REFERENCE MARK, STAMPED NUMBER 3, WAS
 GD1829'ESTABLISHED.  THE DIRECTIONS TO THE AZIMUTH MARK AND REFERENCE MARK
 GD1829'NUMBER 1 WERE BLOCKED BY A HOUSE TRAILER AND WERE NOT OBSERVED.
 GD1829'
 GD1829'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED HURRICANE NO 3
 GD1829'1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS LOCATED 103
 GD1829'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY NUMBER E, 28 FEET EAST
 GD1829'OF AN ELM TREE AND 3 INCHES BELOW THE SURFACE OF THE GROUND.
 GD1829'
 GD1829'A 103 FOOT STEEL TOWER WAS USED OVER REFERENCE MARK NUMBER 3.
 GD1829
 GD1829                          STATION RECOVERY (1970)
 GD1829
 GD1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1829'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE FOUND IN GOOD
 GD1829'CONDITION ALONG WITH THE AZIMUTH MARK.  REFERENCE MARK 2 WAS FOUND
 GD1829'WITH THE TOP PORTION AND THE DISK GONE.  A REFERENCE MARK 4 WAS SET
 GD1829'USING THE MONUMENT OF REFERENCE MARK 2.  THE DISTANCE AND
 GD1829'DIRECTION TO REFERENCE MARKS 1 AND 3 CHECKED.  A NEW DESCRIPTION
 GD1829'FOLLOWS.
 GD1829'
 GD1829'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF LILBOURN, ON THE
 GD1829'PROPERTY OF MR. ROY SMITH, 53 FEET EAST OF THE CENTERLINE OF CO. RD.
 GD1829'E, 96 FEET NORTHEAST OF A 40 INCH OAK TREE, 148 FEET NORTH OF THE
 GD1829'NORTHWEST CORNER OF MR. SMITHS STORE, 122 FEET SOUTHWEST OF THE
 GD1829'SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 107 FEET NORTHWEST
 GD1829'OF A SMALL PUMP HOUSE, 94 FEET NORTHWEST OF A LIGHT POLE, 28 FEET
 GD1829'WEST OF A 30 INCH ELM TREE, MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1829'HURRICANE 1954.
 GD1829'
 GD1829'TO REACH THE STATION FROM THE POST OFFICE IN LILBOURN, GO NORTH AND
 GD1829'WEST ON CO. RD. D FOR 3.05 MILES TO THE JUNCTION WITH CO. RD. E.
 GD1829'TURN RIGHT AND GO NORTH ON RD. E FOR 1.85 MILES TO THE AZIMUTH MARK
 GD1829'ON THE LEFT.  CONTINUE NORTH FOR 0.25 MILE TO THE STATION ON THE
 GD1829'RIGHT.
 GD1829'
 GD1829'REFERENCE MARK 1 IS 135 FEET EAST OF THE CENTERLINE OF THE ROAD, 111
 GD1829'FEET NORTHEAST OF THE OAK TREE, 2 FEET NORTHWEST OF A LIGHT POLE, 9
 GD1829'FEET NORTHWEST OF THE NORTHWEST CORNER OF PUMP HOUSE, MONUMENT IS
 GD1829'FLUSH AND THE DISK IS STAMPED HURRICANE NO 1 1954.
 GD1829'
 GD1829'REFERENCE MARK 3 IS 109 FEET EAST OF THE CENTERLINE OF ROAD, 28 FEET
 GD1829'EAST OF THE ELM TREE, 60 FEET NORTHWEST OF PUMP HOUSE, 116 FEET
 GD1829'NORTHEAST OF THE OAK TREE, MONUMENT IS 3 INCHES UNDERGROUND AND THE
 GD1829'DISK IS STAMPED HURRICANE NO 3 1954.
 GD1829'
 GD1829'REFERENCE MARK 4 IS 47 FEET EAST OF THE CENTERLINE OF ROAD, 67 FEET
 GD1829'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BLOCK BUILDING, 1 FOOT
 GD1829'NORTH OF A METAL WITNESS POST, 31 FEET SOUTH OF CENTERLINE OF A
 GD1829'DRIVE, MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED HURRICANE
 GD1829'1954 NO 4 1970.
 GD1829'
 GD1829'THE AZIMUTH MARK IS 98 FEET WEST OF THE CENTERLINE OF THE ROAD, 39
 GD1829'FEET NORTH OF THE NORTHEAST CORNER OF HOUSE, 1 FOOT WEST OF A METAL
 GD1829'WITNESS POST, 1 FOOT EAST OF A POWER POLE, 43 FEET SOUTHEAST OF THE
 GD1829'CENTERLINE OF A ROAD OVER A DRAINAGE DITCH.  MONUMENT PROJECTS 2
 GD1829'INCHES AND THE DISK IS STAMPED HURRICANE 1954.
 GD1829'
 GD1829'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1829'
 GD1829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1829'NORTHEAST OF CATRON.
 GD1829
 GD1829                          STATION RECOVERY (2002)
 GD1829
 GD1829'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1757 ***********************************************************************
 HB1757  DESIGNATION -  HURRICANE
 HB1757  PID         -  HB1757
 HB1757  STATE/COUNTY-  MO/BOLLINGER
 HB1757  USGS QUAD   -  SCOPUS (1980)
 HB1757
 HB1757                         *CURRENT SURVEY CONTROL
 HB1757  ___________________________________________________________________
 HB1757* NAD 83(1997)-  37 24 42.27768(N)    089 59 01.16106(W)     ADJUSTED  
 HB1757* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 HB1757  ___________________________________________________________________
 HB1757  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 HB1757  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 HB1757
 HB1757  HORZ ORDER  -  FIRST
 HB1757
 HB1757.The horizontal coordinates were established by classical geodetic methods
 HB1757.and adjusted by the National Geodetic Survey in February 2000..
 HB1757
 HB1757.The orthometric height was scaled from a topographic map.
 HB1757
 HB1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1757
 HB1757.The geoid height was determined by GEOID03.
 HB1757
 HB1757;                    North         East     Units Scale Factor Converg.
 HB1757;SPC MO E     -   175,270.615   295,708.761   MT  0.99995906   +0 18 49.3
 HB1757;UTM  16      - 4,144,729.385   235,932.829   MT  1.00045904   -1 48 49.4
 HB1757;UTM  15      - 4,144,821.522   766,960.936   MT  1.00047797   +1 50 01.1
 HB1757
 HB1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1757!SPC MO E     -   0.99996243  x   0.99995906  =   0.99992150
 HB1757!UTM  16      -   0.99996243  x   1.00045904  =   1.00042146
 HB1757!UTM  15      -   0.99996243  x   1.00047797  =   1.00044039
 HB1757
 HB1757:                Primary Azimuth Mark                     Grid Az
 HB1757:SPC MO E     -  MEMPHIS ST LOUIS AWY BEACON 50           103 18 55.0
 HB1757:UTM  16      -  MEMPHIS ST LOUIS AWY BEACON 50           105 26 33.7
 HB1757:UTM  15      -  MEMPHIS ST LOUIS AWY BEACON 50           101 47 43.2
 HB1757
 HB1757|---------------------------------------------------------------------|
 HB1757| PID    Reference Object                     Distance      Geod. Az  |
 HB1757|                                                           dddmmss.s |
 HB1757| HB1758 MEMPHIS ST LOUIS AWY BEACON 50      APPROX. 4.4 KM 1033744.3 |
 HB1757| HB1755 LEOPOLD CATHOLIC CHURCH SPIRE       APPROX.17.8 KM 1632109.4 |
 HB1757| HB1751 MEMPHIS ST LOUIS AWY BEACON 49      APPROX.24.4 KM 1711914.2 |
 HB1757| CI3899 HURRICANE RM 2                       16.557 METERS 22947     |
 HB1757| CI3897 HURRICANE AZ MK                                    2612323.8 |
 HB1757| CI3898 HURRICANE RM 1                       21.979 METERS 34329     |
 HB1757|---------------------------------------------------------------------|
 HB1757
 HB1757                          SUPERSEDED SURVEY CONTROL
 HB1757
 HB1757  NAD 83(1997)-  37 24 42.28241(N)    089 59 01.16095(W) AD(       ) 1
 HB1757  NAD 83(1997)-  37 24 42.28917(N)    089 59 01.16099(W) AD(       ) 1
 HB1757  NAD 83(1986)-  37 24 42.28975(N)    089 59 01.16086(W) AD(       ) 1
 HB1757  NAD 27      -  37 24 42.10100(N)    089 59 00.79000(W) AD(       ) 1
 HB1757
 HB1757.Superseded values are not recommended for survey control.
 HB1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1757.See file dsdata.txt to determine how the superseded data were derived.
 HB1757
 HB1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG3593344729(NAD 83)
 HB1757_MARKER: DS = TRIANGULATION STATION DISK
 HB1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1757+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 HB1757
 HB1757  HISTORY     - Date     Condition        Report By
 HB1757  HISTORY     - 1938     MONUMENTED       CGS
 HB1757  HISTORY     - 19751121 GOOD             USGS
 HB1757  HISTORY     - 20031029 GOOD             MODNR
 HB1757
 HB1757                          STATION DESCRIPTION
 HB1757
 HB1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1757'STATION IS LOCATED ABOUT 7 MILES NORTH OF LUTESVILLE AND 3-1/2 MILES
 HB1757'WEST OF SCOPUS, NEAR THE CENTER OF SEC. 31, T. 32 N., R. 10 E., ON
 HB1757'LAND OWNED BY WEB LIMBAUGH AND OCCUPIED BY WILLIS COOK, NEAR WEST
 HB1757'EDGE OF FARMHOUSE YARD, 119 FEET WEST OF WEST END OF HOUSE, 28
 HB1757'FEET NORTH OF CENTER LINE OF EAST-WEST ROAD RUNNING BETWEEN FARMHOUSE
 HB1757'AND BARNYARD, 28 FEET EAST OF NORTH-SOUTH ROAD THAT TURNS EAST ON
 HB1757'SOUTH SIDE OF STATION.
 HB1757'
 HB1757'TO REACH FROM JUNCTION OF HIGHWAYS M 51 AND M 34 BETWEEN LUTESVILLE
 HB1757'AND MARBLE HILL, GO NORTH ON HIGHWAY M 51 FOR 11.6 MILES TO
 HB1757'GRAVELED ROAD (RIGHT) (THIS IS 1.85 MILES NORTH OF J.W. HORNES STORE
 HB1757'AND 2.45 MILES SOUTH OF JUNCTION OF COUNTY ROAD A AND HIGHWAY
 HB1757'M 51), GO EAST 4.3 MILES TO SIDE-ROAD (RIGHT) SOUTH INTO FARM, GO
 HB1757'RIGHT 0.05 MILE TO ROAD, TURN EAST THROUGH FARM TO STATION ON
 HB1757'LEFT.
 HB1757'
 HB1757'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 HB1757'SET IN CONCRETE.
 HB1757'
 HB1757'REFERENCE MARK NO. 1 WHICH PROJECTS 6 INCHES IS NORTH-NORTHWEST OF
 HB1757'STATION, 20 FEET EAST OF CENTER LINE OF ROAD, AND AT A SOUTHWEST
 HB1757'FENCE CORNER.  REFERENCE MARK NO. 2 WHICH PROJECTS 6 INCHES IS
 HB1757'SOUTHWEST OF STATION, ACROSS ROAD, 8 FEET SOUTH OF SOUTH ROAD
 HB1757'FENCE IN PASTURE.
 HB1757'
 HB1757'AZIMUTH MARK IS ABOUT 0.5 MILE WEST-SOUTHWEST OF STATION AND PROJECTS
 HB1757'8 INCHES.  TO REACH FROM STATION GO NORTH 0.05 MILE TO MAIN ROAD,
 HB1757'THENCE WEST 0.3 MILE TO HURRICANE STORE AND POST OFFICE, TURN SOUTH
 HB1757'THROUGH GATE JUST WEST OF STORE INTO PASUTRE, TURN WEST ALONG FENCE
 HB1757'AND GO 0.15 MILE PASSING THROUGH TWO GATES AND ALONG NORTH SIDE OF
 HB1757'BARN, THEN TURN SOUTH ALONG RIDGE AND GO 0.3 MILE TO GATE IN
 HB1757'SECTION FENCE AND MARK AT EAST GATE POST.
 HB1757'
 HB1757'77-FOOT TOWERS AT LEOPOLD AND MATTHEWS VISIBLE FROM THE GROUND.
 HB1757'
 HB1757'37-FOOT TOWERS NEEDED TO SEE 64-FOOT TOWERS AT GRINDESTAFF AND
 HB1757'COTTENER.
 HB1757'
 HB1757'37-FOOT TOWER NEEDED TO SEE 77-FOOT TOWER AT SHRUM.
 HB1757'
 HB1757'HEIGHT OF LIGHT ABOVE STATION MARK-27 METERS.
 HB1757
 HB1757                          STATION RECOVERY (1975)
 HB1757
 HB1757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (DWB)
 HB1757'RECOVERED IN GOOD CONDITION.
 HB1757
 HB1757                          STATION RECOVERY (2003)
 HB1757
 HB1757'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (RWR)
 HB1757'THE STATION IS STAMPED  HURRICANE, 1938  AND PROJECTS 10 INCHES ABOVE
 HB1757'THE GROUND. THE STATION MONUMENT HAS SOME DAMAGE. THE REFERENCE MARK
 HB1757'NO. 2 IS STAMPED  HURRICANE NO. 2, 1938  AND PROJECTS 16 INCHES ABOVE
 HB1757'THE GROUND.
 HB1757'THE AZIMUTH MARK WAS NOT SEARCHED FOR OR RECOVERED AT THIS TIME.
 HB1757' 
 HB1757' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2578 ***********************************************************************
 JD2578  DESIGNATION -  HURRICANE DECK LOOKOUT TOWER
 JD2578  PID         -  JD2578
 JD2578  STATE/COUNTY-  MO/CAMDEN
 JD2578  USGS QUAD   -  SUNRISE BEACH (1983)
 JD2578
 JD2578                         *CURRENT SURVEY CONTROL
 JD2578  ___________________________________________________________________
 JD2578* NAD 83(1997)-  38 10 41.84326(N)    092 47 43.19542(W)     ADJUSTED  
 JD2578* NAVD 88     -                                                        
 JD2578  ___________________________________________________________________
 JD2578  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 JD2578  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JD2578
 JD2578  HORZ ORDER  -  THIRD
 JD2578
 JD2578.The horizontal coordinates were established by classical geodetic methods
 JD2578.and adjusted by the National Geodetic Survey in February 2000..
 JD2578
 JD2578
 JD2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2578
 JD2578.The geoid height was determined by GEOID03.
 JD2578
 JD2578;                    North         East     Units Scale Factor Converg.
 JD2578;SPC MO C     -   260,261.969   474,124.883   MT  0.99994158   -0 10 57.2
 JD2578;UTM  15      - 4,225,616.734   517,925.716   MT  0.99960396   +0 07 35.4
 JD2578
 JD2578                          SUPERSEDED SURVEY CONTROL
 JD2578
 JD2578  NAD 83(1986)-  38 10 41.85462(N)    092 47 43.19563(W) AD(       ) 4
 JD2578  NAD 27      -  38 10 41.74600(N)    092 47 42.50900(W) AD(       ) 3
 JD2578
 JD2578.Superseded values are not recommended for survey control.
 JD2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2578.See file dsdata.txt to determine how the superseded data were derived.
 JD2578
 JD2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1792625617(NAD 83)
 JD2578_MARKER: 57 = LOOKOUT TOWER
 JD2578
 JD2578  HISTORY     - Date     Condition        Report By
 JD2578  HISTORY     - 1947     FIRST OBSERVED   CGS
 JD2578
 JD2578                          STATION DESCRIPTION
 JD2578
 JD2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2578'THE STATION IS LOCATED ABOUT 9-1/4 MILES SOUTH-SOUTHEAST OF
 JD2578'GRAVOIS MILLS AND 12 MILES NORTH-NORTHWEST OF CAMDENTON, ABOUT
 JD2578'.05 MILE WEST OF STATE HIGHWAY NO. 5.  IT IS A STEEL STRUCTURE
 JD2578'ABOUT 80 FEET HIGH, 17 FEET SQUARE AT THE BASE AND 79 FEET WEST
 JD2578'OF THE WEST EDGE OF THE PARKING LOT.  IT IS 85.20 FEET 28.970
 JD2578'METERS SOUTHWEST OF TRIANGULATION STATION HURRICANE.
 JD2578'
 JD2578'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY NO. 5
 JD2578'AND U.S. HIGHWAY NO. 54 GO NORTHERLY ON STATE HIGHWAY NO. 5
 JD2578'FOR 16.4 MILES TO STATION ON THE LEFT SIDE OF ROAD ABOUT .05
 JD2578'MILE.
 JD2578'
 JD2578'THE POINT OBSERVED ON AND TRAVERSED TO WAS THE CENTER OF THE
 JD2578'BASE OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2612 ***********************************************************************
 JD2612  DESIGNATION -  HURT
 JD2612  PID         -  JD2612
 JD2612  STATE/COUNTY-  MO/COOPER
 JD2612  USGS QUAD   -  BOONVILLE (1979)
 JD2612
 JD2612                         *CURRENT SURVEY CONTROL
 JD2612  ___________________________________________________________________
 JD2612* NAD 83(1997)-  38 53 12.65127(N)    092 39 04.37763(W)     ADJUSTED  
 JD2612* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 JD2612  ___________________________________________________________________
 JD2612  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 JD2612  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JD2612
 JD2612  HORZ ORDER  -  THIRD
 JD2612
 JD2612.The horizontal coordinates were established by classical geodetic methods
 JD2612.and adjusted by the National Geodetic Survey in February 2000..
 JD2612
 JD2612.The orthometric height was scaled from a topographic map.
 JD2612
 JD2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2612
 JD2612.The geoid height was determined by GEOID03.
 JD2612
 JD2612;                    North         East     Units Scale Factor Converg.
 JD2612;SPC MO C     -   338,880.951   486,880.734   MT  0.99993545   -0 05 41.8
 JD2612;UTM  15      - 4,304,277.861   530,249.902   MT  0.99961127   +0 13 08.3
 JD2612
 JD2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2612!SPC MO C     -   0.99996842  x   0.99993545  =   0.99990387
 JD2612!UTM  15      -   0.99996842  x   0.99961127  =   0.99957970
 JD2612
 JD2612|---------------------------------------------------------------------|
 JD2612| PID    Reference Object                     Distance      Geod. Az  |
 JD2612|                                                           dddmmss.s |
 JD2612| CM3839 HURT RM 1                            20.168 METERS 11751     |
 JD2612| JD2421 HURT 2                                5.786 METERS 13509     |
 JD2612| CM3838 HURT AZ MK                                         1744839.9 |
 JD2612| CM3840 HURT RM 2                            23.790 METERS 21301     |
 JD2612| JD2638 BOONVILLE HARLEY PARK MUN TANK      APPROX.13.4 KM 3150917.0 |
 JD2612|---------------------------------------------------------------------|
 JD2612
 JD2612                          SUPERSEDED SURVEY CONTROL
 JD2612
 JD2612  NAD 83(1986)-  38 53 12.66069(N)    092 39 04.38097(W) AD(       ) 3
 JD2612  NAD 27      -  38 53 12.57515(N)    092 39 03.68942(W) AD(       ) 3
 JD2612
 JD2612.Superseded values are not recommended for survey control.
 JD2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2612.See file dsdata.txt to determine how the superseded data were derived.
 JD2612
 JD2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD3025004278(NAD 83)
 JD2612_MARKER: DS = TRIANGULATION STATION DISK
 JD2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2612
 JD2612  HISTORY     - Date     Condition        Report By
 JD2612  HISTORY     - 1949     MONUMENTED       CGS
 JD2612  HISTORY     - 1961     GOOD             CGS
 JD2612
 JD2612                          STATION DESCRIPTION
 JD2612
 JD2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2612'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF BOONVILLE AND
 JD2612'JUST EAST OF THE CROSSROADS OF CLARKS FORKS.  STATION IS 54
 JD2612'FEET NORTHWEST OF A GATE POST AND 50 FEET NORTH OF THE APPROXIMATE
 JD2612'CENTERLINE OF A GRAVEL ROAD.  THE MARK IS FLUSH WITH THE GROUND
 JD2612'AND THE DISK IS STAMPED HURT 1949.
 JD2612'
 JD2612'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF THE APPROXIMATE
 JD2612'CENTERLINE OF GRAVEL ROAD, 7 FEET EAST OF THE CENTERLINE OF
 JD2612'A TRACK ROAD AND 2 FEET NORTHEAST OF A GATE POST.  THE MARK
 JD2612'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED HURT NO 1 1949.
 JD2612'
 JD2612'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE APPROXIMATE
 JD2612'CENTERLINE OF GRAVEL ROAD AND IN HEDGEROW.  THE MARK PROJECTS
 JD2612'ABOUT 6 INCHES AND THE DISK IS STAMPED HURT NO 2 1949.
 JD2612'
 JD2612'AZIMUTH MARK IS 31 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 JD2612'STATE HIGHWAY 87, 2 FEET NORTH OF WITNESS POST AND 1 FOOT EAST
 JD2612'OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 JD2612'STAMPED HURT 1949.
 JD2612'
 JD2612'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 JD2612'HIGHWAYS 98 AND 87 IN BOONVILLE GO EASTERLY ON STATE HIGHWAYS
 JD2612'98 AND 87 FOR 2.45 MILES TO JUNCTION OF THE TWO HIGHWAYS.  TURN
 JD2612'RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 87 FOR 6.35 MILES TO
 JD2612'CROSSROADS AND STORE AT CLARKS FORK.  TURN LEFT ON GRAVEL ROAD
 JD2612'AND GO EAST FOR 0.5 MILE TO STATION ON LEFT OR NORTH SIDE OF
 JD2612'ROAD AS DESCRIBED.  TO REACH AZIMUTH RETURN TO STATE HIGHWAY 87
 JD2612'AND GO SOUTH FOR 0.4 MILE TO AZIMUTH MARK ON RIGHT OR WEST
 JD2612'SIDE OF HIGHWAY AS DESCRIBED.
 JD2612'
 JD2612'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2612
 JD2612                          STATION RECOVERY (1961)
 JD2612
 JD2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JD2612'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JD2612'IN GOOD CONDITION EXCEPT REFERENCE MARK WHICH HAD BEEN DESTROYED
 JD2612'WAS NO. 2 AND NO. 1 REQUIRED MOVING.  THE LINE OF SIGHT BETWEEN
 JD2612'THE STATION AND THE AZIMUTH MARKS WAS OBSTRUCTED BY THE GROWTH
 JD2612'OF TREES, SO A NEW AZIMUTH MARK WAS SET WHEN THE STATION WAS
 JD2612'MOVED.  THE LANDOWNER REQUESTED THAT THE STATION BE MOVED TO THE
 JD2612'NEW ROAD RIGHT-OF-WAY.  A NEW STATION, HURT 2, WAS ESTABLISHED
 JD2612'ON LINE FROM THE BOONVILLE, HARLEY PARK, MUNI. WATER TANK.  FOR
 JD2612'DETAILS, SEE THE DESCRIPTION OF HURT 2 1961.  THE
 JD2612'UNDERGROUND MARK FOR HURT 1949 WILL REMAIN IN ITS ORIGINAL
 JD2612'POSITION AND SHOULD NOT BE DISTURBED BY THE EARTH MOVING
 JD2612'WHICH THE LANDOWNER PLANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2421 ***********************************************************************
 JD2421  DESIGNATION -  HURT 2
 JD2421  PID         -  JD2421
 JD2421  STATE/COUNTY-  MO/COOPER
 JD2421  USGS QUAD   -  BOONVILLE (1979)
 JD2421
 JD2421                         *CURRENT SURVEY CONTROL
 JD2421  ___________________________________________________________________
 JD2421* NAD 83(1997)-  38 53 12.51823(N)    092 39 04.20833(W)     ADJUSTED  
 JD2421* NAVD 88     -       234.260  (meters)     768.57   (feet)  ADJUSTED  
 JD2421  ___________________________________________________________________
 JD2421  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 JD2421  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JD2421  DYNAMIC HT  -         234.107 (meters)     768.07  (feet)  COMP
 JD2421  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 JD2421
 JD2421  HORZ ORDER  -  SECOND
 JD2421  VERT ORDER  -  FIRST     CLASS II
 JD2421
 JD2421.The horizontal coordinates were established by classical geodetic methods
 JD2421.and adjusted by the National Geodetic Survey in February 2000..
 JD2421
 JD2421.The orthometric height was determined by differential leveling
 JD2421.and adjusted by the National Geodetic Survey in June 1991..
 JD2421
 JD2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2421
 JD2421.The geoid height was determined by GEOID03.
 JD2421
 JD2421.The dynamic height is computed by dividing the NAVD 88
 JD2421.geopotential number by the normal gravity value computed on the
 JD2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2421.degrees latitude (g = 980.6199 gals.).
 JD2421
 JD2421.The modeled gravity was interpolated from observed gravity values.
 JD2421
 JD2421;                    North         East     Units Scale Factor Converg.
 JD2421;SPC MO C     -   338,876.842   486,884.807   MT  0.99993545   -0 05 41.6
 JD2421;UTM  15      - 4,304,273.775   530,253.996   MT  0.99961127   +0 13 08.4
 JD2421
 JD2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2421!SPC MO C     -   0.99996839  x   0.99993545  =   0.99990384
 JD2421!UTM  15      -   0.99996839  x   0.99961127  =   0.99957967
 JD2421
 JD2421|---------------------------------------------------------------------|
 JD2421| PID    Reference Object                     Distance      Geod. Az  |
 JD2421|                                                           dddmmss.s |
 JD2421| JD2608 TT 11 T RESET                        51.450 METERS 09300     |
 JD2421| AH9097 HURT 2 AZ MK                                       0961611.9 |
 JD2421| AI9057 HURT 2 RM 3                          30.715 METERS 23040     |
 JD2421| JD2612 HURT                                  5.786 METERS 31509     |
 JD2421| JD2638 BOONVILLE HARLEY PARK MUN TANK      APPROX.13.4 KM 3150917.1 |
 JD2421| JD2605 BOONVILLE MUNICIPAL TANK            APPROX.11.6 KM 3171504.8 |
 JD2421|---------------------------------------------------------------------|
 JD2421
 JD2421                          SUPERSEDED SURVEY CONTROL
 JD2421
 JD2421  NAD 83(1986)-  38 53 12.52765(N)    092 39 04.21167(W) AD(       ) 2
 JD2421  NAD 27      -  38 53 12.44220(N)    092 39 03.52010(W) AD(       ) 2
 JD2421
 JD2421.Superseded values are not recommended for survey control.
 JD2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2421.See file dsdata.txt to determine how the superseded data were derived.
 JD2421
 JD2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD3025404274(NAD 83)
 JD2421_MARKER: DD = SURVEY DISK
 JD2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2421_SP_SET: CONCRETE POST
 JD2421_STAMPING: HURT 2 1961
 JD2421_MARK LOGO: CGS   
 JD2421_PROJECTION: FLUSH
 JD2421_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JD2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2421+STABILITY: SURFACE MOTION
 JD2421
 JD2421  HISTORY     - Date     Condition        Report By
 JD2421  HISTORY     - 1961     MONUMENTED       CGS
 JD2421  HISTORY     - 1980     GOOD             NGS
 JD2421  HISTORY     - 1986     GOOD             NGS
 JD2421
 JD2421                          STATION DESCRIPTION
 JD2421
 JD2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JD2421'THIS STATION WAS ESTABLISHED TO REPLACE HURT 1949 AS MR.
 JD2421'GEORGE CHAMBERLAIN, THE LANDOWNER REQUESTED THAT THE STATION MARK
 JD2421'WHICH WAS ON HIS PROPERTY BE MOVED.  THE UNDERGROUND MARK FOR
 JD2421'HURT 1949 WILL PROBABLY REMAIN IN PLACE.  A COMPLETE DESCRIPTION
 JD2421'FOLLOWS.
 JD2421'
 JD2421'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF BOONVILLE AND
 JD2421'JUST EAST OF THE CROSSROADS AT CLARKS FORKS, ABOUT 100 YARDS EAST
 JD2421'OF THE CENTER OF U.S. HIGHWAY 87 IN THE SE 1/4 SEC. 27, T 48 N,
 JD2421'R 16 W., 34 FEET NORTH OF THE CENTER OF COUNTY ROAD Y, AND 1
 JD2421'FOOT SOUTH OF A FENCE AND A STEEL WITNESS POST.  THE MARK
 JD2421'PROJECTS 2 INCHES AND THE DISK IS STAMPED HURT 2 1961.
 JD2421'
 JD2421'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND
 JD2421'STATE HIGHWAY 87 WHICH IS ABOUT 3 MILES SOUTHEAST OF BOONVILLE,
 JD2421'GO SOUTH ON STATE HIGHWAY 87 FOR 4.2 MILES TO CROSSROADS AT
 JD2421'CLARKS FORKS AND THE STATION ABOUT 100 YARDS EAST ALONG COUNTY
 JD2421'ROAD Y AS DESCRIBED.
 JD2421'
 JD2421'TT 11 T 1948 (USGS) WAS USED AS REFERENCE MARK NO. 4 AND IS 168.80
 JD2421'FEET EAST OF THE STATION, 35 FEET NORTH OF THE CENTER OF COUNTY
 JD2421'ROAD Y, 1 FOOT SOUTH OF FENCE, AND 6 INCHES SOUTH OF AN
 JD2421'ORANGE HIGHWAY STEEL POST.  THE CONCRETE POST WHICH IS 6 INCHES
 JD2421'IN DIAMETER PROJECTS 1 INCH AND THE USGS DISK IS STAMPED TT
 JD2421'11 T 1948.  ELEV. 768 FT.
 JD2421'
 JD2421'REFERENCE MARK NO. 3 IS SOUTHWEST OF THE STATION, 34 FEET SOUTH
 JD2421'OF THE CENTER OF COUNTY ROAD Y, AND 1 FOOT NORTH OF FENCE.  THE
 JD2421'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HURT 2 1961.
 JD2421'(ARROW POINTS TO OLD STATION, HURT 1949.)
 JD2421'
 JD2421'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 35 FEET SOUTH OF
 JD2421'THE CENTER OF COUNTY ROAD Y, 29 FEET EAST OF THE CENTER OF A
 JD2421'FIELD ENTRANCE, 2 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT EAST
 JD2421'OF A STEEL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 JD2421'DISK IS STAMPED HURT 2 1961.
 JD2421'
 JD2421'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 JD2421'ROAD Y FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JD2421'
 JD2421'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD2421
 JD2421                          STATION RECOVERY (1980)
 JD2421
 JD2421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JD2421'THE SURFACE STATION MARK, REFERENCE MARK 3, TT 11 T USGS RESET AND THE
 JD2421'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO
 JD2421'REFERENCE MARK 3 WAS 5 MINUTES, 02 SECONDS SMALLER THAN 1961 DATA AND
 JD2421'THE DISTANCE WAS 0.01 FOOT LONGER.  THE DIRECTION TO TT 11 7 USGS
 JD2421'RESET WAS 49 SECONDS SMALLER THAN 1961 DATA AND THE DISTANCE WAS 0.032
 JD2421'METER LONGER.  THE DIRECTION TO THE AZIMUTH MARK WAS 9.5 SECONDS
 JD2421'LARGER AND THE DIRECTION TO THE ATT MICROWAVE TOWER WAS 0.7 SECONDS
 JD2421'LARGER.  THE STATION IS ABOUT 8 MILES SOUTHEAST OF BOONVILLE, 0.05
 JD2421'MILE EAST OF THE JUNCTION OF STATE HIGHWAY 87 AND STATE ROAD Y AND ON
 JD2421'THE NORTH RIGHT-OF-WAY OF ROAD Y.  TO REACH THE STATION FROM THE
 JD2421'JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 87, ABOUT 3 MILES
 JD2421'SOUTHEAST OF BOONVILLE, GO SOUTHERLY ON HIGHWAY 87 FOR 4.4 MILES TO
 JD2421'STATE ROAD Y ON THE LEFT.  TURN LEFT AND GO EAST ON ROAD Y FOR 0.05
 JD2421'MILE TO THE MARK ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE
 JD2421'STATION, GO EAST ON ROAD Y FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 JD2421'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---HURT 2 1961---, SET
 JD2421'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 34
 JD2421'FEET NORTH OF THE CENTERLINE OF ROAD Y, 13.2 FEET NORTH-NORTHEAST OF
 JD2421'THE NORTH SUPPORTING POST OF A HIGHWAY SIGN AND 1.4 FEET SOUTH OF A
 JD2421'WITNESS POST AND FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED. REBAR
 JD2421'WAS DRIVEN ALONGSIDE THE MARK.  REFERENCE MARK 3 IS A STANDARD DISK,
 JD2421'STAMPED---HURT 2 NO 3 1961---, SET IN THE TOP OF A SQUARE CONCRETE
 JD2421'POST THAT PROJECTS 2 INCHES. IT IS 87.6 FEET SOUTHWEST OF THE NORTH
 JD2421'POST OF THE HIGHWAY SIGN, 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 JD2421'AND 1 FOOT NORTH OF A FENCE. REBAR WAS DRIVEN BY THE MARK.  TT 11 T
 JD2421'USGS RESET IS A STANDARD U.S. GEOLOGICAL SURVEY TABLET STAMPED---TT 11
 JD2421'T 1948 768---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.
 JD2421'IT IS 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE
 JD2421'FENCE AND 0.5 FOOT SOUTH OF A RIGHT-OF WAY MARKER. REBAR WAS DRIVEN
 JD2421'ALONGSIDE THE MARK.  THE AZIMUTH MARK IS A STANDARD DISK,
 JD2421'STAMPED---HURT 2 1961---, SET IN THE TOP OF A SQUARE CONCRETE POST
 JD2421'THAT PROJECTS 4 INCHES.  IT IS 35 FEET SOUTH OF THE CENTERLINE OF ROAD
 JD2421'Y, 30 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 2.0 FEET NORTH OF A
 JD2421'FENCE AND 1 FOOT EAST OF A WITNESS POST.  REBAR WAS DRIVEN ALONGSIDE
 JD2421'THE MARK.  THE DISTANCES TO TT 11 T USGS RESET AND THE AZIMUTH MARK
 JD2421'WERE MEASURED ELECTRONICALLY.
 JD2421
 JD2421                          STATION RECOVERY (1986)
 JD2421
 JD2421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD2421'14.0 KM (8.7 MI) SE FROM BOONVILLE.
 JD2421'14.0 KM (8.7 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2421'COURTHOUSE IN BOONVILLE, 100.4 M (329.4 FT) EAST OF THE HIGHWAY
 JD2421'CENTERLINE, AND 10.4 M (34.1 FT) NORTH OF THE CENTER OF COUNTY ROAD
 JD2421'Y.
 JD2421'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 JD2421'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2775 ***********************************************************************
 JD2775  DESIGNATION -  HUTCHISON
 JD2775  PID         -  JD2775
 JD2775  STATE/COUNTY-  MO/JOHNSON
 JD2775  USGS QUAD   -  HOLDEN (1954)
 JD2775
 JD2775                         *CURRENT SURVEY CONTROL
 JD2775  ___________________________________________________________________
 JD2775* NAD 83(1997)-  38 42 34.60159(N)    093 55 08.53261(W)     ADJUSTED  
 JD2775* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 JD2775  ___________________________________________________________________
 JD2775  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 JD2775  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD2775
 JD2775  HORZ ORDER  -  FIRST
 JD2775
 JD2775.The horizontal coordinates were established by classical geodetic methods
 JD2775.and adjusted by the National Geodetic Survey in February 2000..
 JD2775
 JD2775.The orthometric height was scaled from a topographic map.
 JD2775
 JD2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2775
 JD2775.The geoid height was determined by GEOID03.
 JD2775
 JD2775;                    North         East     Units Scale Factor Converg.
 JD2775;SPC MO W     -   282,374.687   900,529.031   MT  0.99997261   +0 21 48.0
 JD2775;UTM  15      - 4,284,953.462   420,093.971   MT  0.99967862   -0 34 29.2
 JD2775
 JD2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2775!SPC MO W     -   0.99996180  x   0.99997261  =   0.99993441
 JD2775!UTM  15      -   0.99996180  x   0.99967862  =   0.99964043
 JD2775
 JD2775|---------------------------------------------------------------------|
 JD2775| PID    Reference Object                     Distance      Geod. Az  |
 JD2775|                                                           dddmmss.s |
 JD2775| CM3848 HUTCHISON RM 4                       28.958 METERS 05517     |
 JD2775| CM3844 HUTCHISON AZ MK                                    1151624.4 |
 JD2775| CM3845 HUTCHISON RM 1                       18.639 METERS 26013     |
 JD2775| CM3847 HUTCHISON RM 3                       18.686 METERS 26708     |
 JD2775| JD2776 HOLDEN MUNICIPAL TANK               APPROX. 6.4 KM 2712519.0 |
 JD2775| CM3846 HUTCHISON RM 2                       15.746 METERS 34949     |
 JD2775|---------------------------------------------------------------------|
 JD2775
 JD2775                          SUPERSEDED SURVEY CONTROL
 JD2775
 JD2775  NAD 83(1997)-  38 42 34.60254(N)    093 55 08.53226(W) AD(       ) 1
 JD2775  NAD 83(1986)-  38 42 34.60981(N)    093 55 08.53061(W) AD(       ) 1
 JD2775  NAD 27      -  38 42 34.56679(N)    093 55 07.74409(W) AD(       ) 1
 JD2775
 JD2775.Superseded values are not recommended for survey control.
 JD2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2775.See file dsdata.txt to determine how the superseded data were derived.
 JD2775
 JD2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC2009484953(NAD 83)
 JD2775_MARKER: DS = TRIANGULATION STATION DISK
 JD2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2775+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 JD2775
 JD2775  HISTORY     - Date     Condition        Report By
 JD2775  HISTORY     - 1948     MONUMENTED       CGS
 JD2775  HISTORY     - 1957     GOOD             CGS
 JD2775  HISTORY     - 1961     GOOD             LOCENG
 JD2775  HISTORY     - 1963     GOOD             CGS
 JD2775  HISTORY     - 20060819 GOOD             INDIV
 JD2775
 JD2775                          STATION DESCRIPTION
 JD2775
 JD2775'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2775'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WARRENSBURG AND
 JD2775'4 MILES EAST OF HOLDEN AND 0.15 MILE NORTH OF STATE HIGHWAY 58.
 JD2775'IT IS IN THE NORTHWEST SECTION OF A FARM YARD, 36 FEET EAST
 JD2775'OF A NORTH-SOUTH DIRT ROAD, 67 FEET NORTH OF A DRIVEWAY LEADING
 JD2775'TO THE FARM YARD AND 49 FEET SOUTH OF A FENCE CORNER.  IT IS
 JD2775'STAMPED HUTCHISON 1948 AND IS FLUSH WITH THE GROUND.
 JD2775'
 JD2775'REFERENCE MARK NO. 1 IS 24 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 JD2775'DIRT ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 JD2775'STAMPED HUTCHISON NO 1 1948 AND IS FLUSH WITH THE GROUND.
 JD2775'
 JD2775'REFERENCE MARK NO. 2 IS 25 FEET EAST OF A NORTH-SOUTH DIRT ROAD,
 JD2775'2.5 FEET NORTHWEST OF A FENCE CORNER AND 1.5 FEET WEST OF A
 JD2775'NORTH-SOUTH FENCE LINE.  IT IS STAMPED HUTCHISON NO 2 1948 AND
 JD2775'PROJECTS 3 INCHES.
 JD2775'
 JD2775'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 38 FEET SOUTH OF THE
 JD2775'CENTER OF STATE HIGHWAY 58, 4 FEET WEST OF A WITNESS POST, 2.5
 JD2775'FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF AN EAST-WEST
 JD2775'FENCE LINE.  IT IS AT THE NORTHEAST CORNER OF A FARM YARD.  IT
 JD2775'IS STAMPED HUTCHISON 1948 AND PROJECTS 3 INCHES.
 JD2775'
 JD2775'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2775'STATE HIGHWAY 13 AT THE NORTH EDGE OF WARRENSBURG, GO WEST ON U.S.
 JD2775'HIGHWAY 50 FOR 5.6 MILES TO THE JUNCTION OF STATE HIGHWAY 58 AND
 JD2775'U.S. HIGHWAY 50.  TURN LEFT, SOUTH, AND GO 5 MILES, TURN RIGHT,
 JD2775'WEST, AND FOLLOW STATE HIGHWAY 3.7 MILES TO THE AZIMUTH MARK
 JD2775'ON THE LEFT.  CONTINUE WEST 0.3 MILE TO A CROSSROAD, TURN RIGHT,
 JD2775'NORTH, AND GO 0.15 MILE TO THE STATION.
 JD2775'
 JD2775'A 100 FOOT SIGNAL AT STATION NORMAL 2 IS VISIBLE AT 10 FEET.
 JD2775'
 JD2775'A 4 FOOT SIGNAL AT STATION CORNELIA IS VISIBLE AT 20 FEET.
 JD2775'
 JD2775'A 74 FOOT SIGNAL AT STATION CALDWELL 1882 1922 1948 IS VISIBLE
 JD2775'AT 30 FEET.
 JD2775'
 JD2775'A 74 FOOT SIGNAL AT STATION QUICK CITY IS VISIBLE AT 10 FEET.
 JD2775'
 JD2775'A 47 FOOT SIGNAL AT STATION HUTTON MOUND 1883 1922 1948 IS
 JD2775'VISIBLE AT 30 FEET.
 JD2775'
 JD2775'A 74 FOOT SIGNAL AT STATION BAKER 1883 1948 IS VISIBLE AT THE
 JD2775'GROUND.
 JD2775'
 JD2775'HEIGHT OF LIGHT ABOVE STTION MARK 22 METERS.
 JD2775
 JD2775                          STATION RECOVERY (1957)
 JD2775
 JD2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 JD2775'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE RECOVERED
 JD2775'IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 WHICH HAD BEEN
 JD2775'GRADED OUT WHEN THE ROAD WAS CONSTRUCTED.  THERE ARE SOME CHANGES
 JD2775'IN THE LOCAL REFERENCE MEASUREMENTS AND A COMPLETE NEW
 JD2775'DESCRIPTION FOLLOWS.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 JD2775'
 JD2775'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WARRENSBURG AND
 JD2775'4 MILES EAST OF HOLDEN, 250 YARDS NORTH OF STATE HIGHWAY 58, IN
 JD2775'THE DRIVEWAY TO A FARMYARD OWNED BY RED MC MULLEN AND FARMED
 JD2775'BY C.B. WRIGHT, 35 FEET EAST OF THE CENTER OF GRADED ROAD, 12.5
 JD2775'FEET NORTHEAST OF THE SOUTH GATE POST, 11.5 FEET SOUTHEAST OF THE
 JD2775'NORTH GATE POST, AND 9 FEET EAST OF BOARD GATE.  THE MARK IS 2
 JD2775'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JD2775'HUTCHISON 1948.
 JD2775'
 JD2775'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 25 FEET
 JD2775'EAST OF CENTER OF GRADED ROAD, 2.5 FEET NORTH-NORTHWEST OF A
 JD2775'FENCE T-INTERSECTION, AND 1 FOOT WEST OF A FENCE.  THE MARK
 JD2775'PROJECTS 2 INCHES AND THE DISK IS STAMPED HUTCHISON NO 2 1948.
 JD2775'
 JD2775'REFERENCE MARK NO. 3 IS WEST OF THE STATION BETWEEN 2 BRACED
 JD2775'POSTS IN A NORTH-SOUTH FENCE, 25 FEET WEST OF THE CENTER OF GRADED
 JD2775'ROAD, AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS 1 INCH AND THE
 JD2775'DISK IS STAMPED HUTCHISON NO 3 1948.
 JD2775'
 JD2775'AZIMUTH MARK IS 0.3 MILE EAST-SOUTHEAST OF THE STATION AT THE
 JD2775'NORTHEAST CORNER OF A FARMYARD, 38 FEET SOUTH OF THE CENTER OF
 JD2775'STATE HIGHWAY 58, 2 FEET EAST OF A T-FENCE CORNER, AND 6 INCHES
 JD2775'SOUTH OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JD2775'STAMPED HUTCHISON 1948.
 JD2775'
 JD2775'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2775'STATE HIGHWAY 13 AT THE NORTH EDGE OF WARRENSBURG, GO WEST ON
 JD2775'U.S. HIGHWAY 50 FOR 5.6 MILES TO THE JUNCTION OF STATE HIGHWAY 58
 JD2775'SOUTH.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 58 FOR 5.0 MILES
 JD2775'TO WHERE HIGHWAY TURNS WEST.  TURN RIGHT AND GO WEST ON STATE
 JD2775'HIGHWAY 58 FOR 3.7 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 JD2775'DESCRIBED.  CONTINUE WEST ON STATE HIGHWAY 58 FOR 0.3 MILE TO
 JD2775'CROSSROADS.  TURN RIGHT AND GO NORTH FOR 0.15 MILE TO A FARM
 JD2775'GATE ON THE RIGHT AND THE STATION AS DESCRIBED.
 JD2775
 JD2775                          STATION RECOVERY (1961)
 JD2775
 JD2775'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JD2775'RECOVERED BY AERIAL CONTROL GEO.
 JD2775'
 JD2775'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION NOW LIES IN S.
 JD2775'TRACK OF FIELD ROAD APPROX, 9 FT E, OF CENTER OF BOARD GATE OF
 JD2775'N-S FENCE - (E. RIGHT OF WAY)
 JD2775
 JD2775                          STATION RECOVERY (1963)
 JD2775
 JD2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2775'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3
 JD2775'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 JD2775'DIRECTIONS TO REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 JD2775'VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 2 MISSED THE
 JD2775'PREVIOUS MEASUREMENT BY 0.13 FEET.  INSUFFICIENT INFORMATION ON
 JD2775'REFERENCE MARK NO. 3 PREVENTED A CHECK ON THIS MARK.
 JD2775'
 JD2775'REFERENCE MARK NO. 4 WAS ESTABLISHED BY THIS PARTY.
 JD2775'
 JD2775'A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 JD2775'
 JD2775'THE STATION IS 10.5 MILES SOUTHWEST OF WARRENSBURG AND 4 MILES
 JD2775'EAST OF HOLDEN IN THE SOUTHWEST QUARTER OF SECTION 9, T 46 N,
 JD2775'R 27 W.  IT IS ON PROPERTY OWNED BY MR. R.F. MC MULLIN.
 JD2775'
 JD2775'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2775'STATE HIGHWAY 13 ON THE NORTH EDGE OF WARRENSBURG, GO 5.50 MILES
 JD2775'WEST TO THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 58.
 JD2775'TURN LEFT, SOUTH, ON STATE HIGHWAY 58 AND GO 4.80 MILES TO
 JD2775'ITS JUNCTION WITH COUNTY ROUTE F.  CONTINUE ON STATE 58, IN A
 JD2775'WESTERLY DIRECTION, FOR 3.90 MILES TO THE AZIMUTH MARK ON THE
 JD2775'LEFT, SOUTH, SIDE OF THE ROAD.  CONTINUE ON STATE 58 FOR 0.3 MILES
 JD2775'TO A CROSSROAD.  TURN RIGHT, NORTH, ON A GRAVEL ROAD AND GO
 JD2775'0.15 MILES TO A BOARD GATE ON THE RIGHT.  THE STATION IS
 JD2775'APPROXIMATELY 6 FEET EAST OF THE GATE.
 JD2775'
 JD2775'THE STATION MARK, A STANDARD DISK STAMPED HUTCHISON 1948, IS
 JD2775'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2775'GROUND.  IT IS 49 FEET SOUTH OF A FENCE CORNER, 37 FEET EAST OF
 JD2775'THE CENTER OF THE GRAVEL ROAD AND 10 FEET EAST OF A BOARD GATE.
 JD2775'THE UNDERGROUND MARK WAS NOT INSPECTED BY THIS PARTY.
 JD2775'
 JD2775'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HUTCHISON NO 2
 JD2775'1948, IS SET IN A SQUARE CONCRETE POST FLUSH WITH SURFACE OF THE
 JD2775'GROUND.  IT IS 25 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND
 JD2775'2 FEET NORTH OF THE FENCE CORNER.
 JD2775'
 JD2775'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HUTCHISON NO 3 1948,
 JD2775'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2775'GROUND.  IT IS 24 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND
 JD2775'1 FOOT WEST OF A NORTH-SOUTH FENCE.
 JD2775'
 JD2775'REFERENCE MARK NO.4, A STANDARD DISK STAMPED HUTCHISON NO 4 1948,
 JD2775'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2775'GROUND.  IT IS 72 FEET EAST OF THE FENCE CORNER, 54 FEET WEST OF
 JD2775'THE CENTER OF A WOOD GATE AND 0.5 FEET SOUTH OF AN EAST-WEST
 JD2775'FENCE.
 JD2775'
 JD2775'AZIMUTH MARK, A STANDARD DISK STAMPED HUTCHISON 1948, SET IN A
 JD2775'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE SURFACE
 JD2775'OF THE GROUND.  IT IS 39 FEET SOUTH OF THE CENTER OF STATE
 JD2775'HIGHWAY 58, 62 FEET EAST OF A TELEPHONE POLE AND 1.5 FEET WEST
 JD2775'FO A METAL WITNESS POST.  (NOTE 16A)
 JD2775'
 JD2775'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG., TAPE TENSION.
 JD2775'
 JD2775'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JD2775
 JD2775                          STATION RECOVERY (2006)
 JD2775
 JD2775'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2775'STATION DISC FOUND IN GOOD CONDITION.  THE BOARD GATE HAS BEEN
 JD2775'REPLACED BY A 2-PIECE HINGED SWINGING IRON GATE.
 JD2775' 
 JD2775'REFERENCE MARK 3 FOUND IN GOOD CONDITION.  THE NORTH-SOUTH FENCE IS 1
 JD2775'FOOT WEST OF THE MARKER.
 JD2775' 
 JD2775'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.
 JD2775' 
 JD2775'REFERENCE MARK 4 WAS INACCESSIBLE DUE TO THE NORTH-SOUTH FENCE
 JD2775'CONTINUING NORTH.
 JD2775' 
 JD2775'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE EAST-WEST FENCE NOW IS
 JD2775'DIRECTLY OVER THE MARKER.  THE TELEPHONE POLE HAS BEEN REMOVED.  THE
 JD2775'AZIMUTH MARK IS 0.35 MILE EAST OF THE NORTH-SOUTH GRAVEL ROAD WHERE
 JD2775'THE STATION MARK IS LOCATED.
 JD2775' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0145 ***********************************************************************
 JE0145  DESIGNATION -  HUTTON
 JE0145  PID         -  JE0145
 JE0145  STATE/COUNTY-  MO/CASS
 JE0145  USGS QUAD   -  GARDEN CITY (1954)
 JE0145
 JE0145                         *CURRENT SURVEY CONTROL
 JE0145  ___________________________________________________________________
 JE0145* NAD 83(1997)-  38 32 48.73375(N)    094 10 08.87716(W)     ADJUSTED  
 JE0145* NAVD 88     -       293.636  (meters)     963.37   (feet)  ADJUSTED  
 JE0145  ___________________________________________________________________
 JE0145  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 JE0145  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0145  DYNAMIC HT  -         293.435 (meters)     962.71  (feet)  COMP
 JE0145  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 JE0145
 JE0145  HORZ ORDER  -  THIRD
 JE0145  VERT ORDER  -  SECOND    CLASS 0
 JE0145
 JE0145.The horizontal coordinates were established by classical geodetic methods
 JE0145.and adjusted by the National Geodetic Survey in February 2000..
 JE0145
 JE0145.The orthometric height was determined by differential leveling
 JE0145.and adjusted by the National Geodetic Survey in June 1991..
 JE0145
 JE0145.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0145
 JE0145.The geoid height was determined by GEOID03.
 JE0145
 JE0145.The dynamic height is computed by dividing the NAVD 88
 JE0145.geopotential number by the normal gravity value computed on the
 JE0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0145.degrees latitude (g = 980.6199 gals.).
 JE0145
 JE0145.The modeled gravity was interpolated from observed gravity values.
 JE0145
 JE0145;                    North         East     Units Scale Factor Converg.
 JE0145;SPC MO W     -   264,201.812   878,842.110   MT  0.99995142   +0 12 22.3
 JE0145;UTM  15      - 4,267,142.062   398,118.630   MT  0.99972782   -0 43 43.0
 JE0145
 JE0145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0145!SPC MO W     -   0.99995900  x   0.99995142  =   0.99991042
 JE0145!UTM  15      -   0.99995900  x   0.99972782  =   0.99968683
 JE0145
 JE0145|---------------------------------------------------------------------|
 JE0145| PID    Reference Object                     Distance      Geod. Az  |
 JE0145|                                                           dddmmss.s |
 JE0145| JE0146 HUTTON RM 1                           7.824 METERS 12753     |
 JE0145| JE0147 HUTTON AZ MK                                       1354741.1 |
 JE0145| CM3850 HUTTON RM 2                          21.171 METERS 21746     |
 JE0145|---------------------------------------------------------------------|
 JE0145
 JE0145                          SUPERSEDED SURVEY CONTROL
 JE0145
 JE0145  NAD 83(1997)-  38 32 48.73424(N)    094 10 08.87684(W) AD(       ) 3
 JE0145  NAD 83(1986)-  38 32 48.74191(N)    094 10 08.87466(W) AD(       ) 3
 JE0145  NAD 27      -  38 32 48.69600(N)    094 10 08.08000(W) AD(       ) 3
 JE0145  NGVD 29 (??/??/92)  293.501  (m)          962.93   (f) ADJ UNCH    2 0
 JE0145
 JE0145.Superseded values are not recommended for survey control.
 JE0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0145.See file dsdata.txt to determine how the superseded data were derived.
 JE0145
 JE0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9811967142(NAD 83)
 JE0145_MARKER: DS = TRIANGULATION STATION DISK
 JE0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0145_STAMPING: HUTTON 1948
 JE0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0145+STABILITY: SURFACE MOTION
 JE0145
 JE0145  HISTORY     - Date     Condition        Report By
 JE0145  HISTORY     - 1948     MONUMENTED       CGS
 JE0145  HISTORY     - 1961     GOOD             LOCENG
 JE0145  HISTORY     - 1963     GOOD             NGS
 JE0145  HISTORY     - 1981     GOOD             NGS
 JE0145
 JE0145                          STATION DESCRIPTION
 JE0145
 JE0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE0145'THE STATION IS LOCATED 1.6 MILES SOUTHEAST OF GARDEN CITY ON THE
 JE0145'RIGHT-OF-WAY OF STATE HIGHWAY 35.  IT IS 37.5 FEET NORTHEAST OF
 JE0145'THE CENTER OF THE HIGHWAY, 3 FEET SOUTH OF THE FENCE LINE AND
 JE0145'4.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS STAMPED HUTTON 1948
 JE0145'AND PROJECTS 4 INCHES.
 JE0145'
 JE0145'REFERENCE MARK NO. 1 IS 39.5 FEET NORTHEAST OF THE CENTER OF
 JE0145'STATE HIGHWAY 35 AND 6 INCHES SOUTH OF THE FENCE LINE.  IT IS
 JE0145'STAMPED HUTTON NO 1 1948 AND PROJECTS 4 INCHES.
 JE0145'
 JE0145'REFERENCE MARK NO. 2 IS 32.5 FEET SOUTH OF THE CENTER OF STATE
 JE0145'HIGHWAY 35.  IT IS STAMPED HUTTON NO 2 1948 AND PROJECTS 4
 JE0145'INCHES.
 JE0145'
 JE0145'AZIMUTH MARK IS 38.5 FEET NORTHEAST OF THE CENTER OF STATE
 JE0145'HIGHWAY 35, 6 INCHES SOUTH OF THE FENCE LINE AND 1 FOOT WEST OF
 JE0145'A WITNESS POST.  IT IS STAMPED HUTTON 1948 AND PROJECTS 4
 JE0145'INCHES.
 JE0145'
 JE0145'TO REACH THE STATION FROM GARDEN CITY, GO SOUTHEAST ON STATE
 JE0145'HIGHWAY 35 FOR 1.6 MILES TO THE SUMMIT OF THE HILL AND THE STATION
 JE0145'ON THE LEFT.
 JE0145'
 JE0145'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON STATE
 JE0145'HIGHWAY 35 FOR 0.35 MILE TO THE MARK ON THE LEFT.
 JE0145'
 JE0145'A 74 FOOT SIGNAL AT DAYTON IS VISIBLE FROM THE GROUND.
 JE0145'
 JE0145'A 47 FOOT SIGNAL AT HUTTON MOUND 1883 1922 1948 IS VISIBLE FROM
 JE0145'THE GROUND.
 JE0145
 JE0145                          STATION RECOVERY (1961)
 JE0145
 JE0145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 JE0145'RECOVERED BY AERIAL CONTROL GEO.
 JE0145'
 JE0145'ALL MARKS RECOVERED IN GOOD CONDITION.
 JE0145
 JE0145                          STATION RECOVERY (1963)
 JE0145
 JE0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0145'2.1 MI SE FROM GARDEN CITY.
 JE0145'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0145'SCHOOL AT GARDEN CITY, THENCE 1.9 MILES SOUTHEAST ALONG STATE
 JE0145'HIGHWAY 7, 37 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JE0145'51 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY, 197 1/2
 JE0145'FEET SOUTHWEST OF A STONE CHIMNEY ON A LARGE HOUSE, 25.8 FEET
 JE0145'NORTHWEST OF HUTTON R.M. 1, ABOUT 4 1/2 FEET ABOVE THE LEVEL
 JE0145'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0145'6 INCHES.
 JE0145
 JE0145                          STATION RECOVERY (1981)
 JE0145
 JE0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0147 ***********************************************************************
 JE0147  DESIGNATION -  HUTTON AZ MK
 JE0147  PID         -  JE0147
 JE0147  STATE/COUNTY-  MO/CASS
 JE0147  USGS QUAD   -  GARDEN CITY (1954)
 JE0147
 JE0147                         *CURRENT SURVEY CONTROL
 JE0147  ___________________________________________________________________
 JE0147* NAD 83(1986)-  38 32 33.     (N)    094 09 50.     (W)     SCALED    
 JE0147* NAVD 88     -       291.612  (meters)     956.73   (feet)  ADJUSTED  
 JE0147  ___________________________________________________________________
 JE0147  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0147  DYNAMIC HT  -         291.411 (meters)     956.07  (feet)  COMP
 JE0147  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 JE0147
 JE0147  VERT ORDER  -  SECOND    CLASS 0
 JE0147
 JE0147.The horizontal coordinates were scaled from a topographic map and have
 JE0147.an estimated accuracy of +/- 6 seconds.
 JE0147
 JE0147.The orthometric height was determined by differential leveling
 JE0147.and adjusted by the National Geodetic Survey in June 1991..
 JE0147
 JE0147.The geoid height was determined by GEOID03.
 JE0147
 JE0147.The dynamic height is computed by dividing the NAVD 88
 JE0147.geopotential number by the normal gravity value computed on the
 JE0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0147.degrees latitude (g = 980.6199 gals.).
 JE0147
 JE0147.The modeled gravity was interpolated from observed gravity values.
 JE0147
 JE0147;                    North         East    Units  Estimated Accuracy
 JE0147;SPC MO W     -   263,720.      879,300.      MT  (+/- 180 meters Scaled)
 JE0147
 JE0147                          SUPERSEDED SURVEY CONTROL
 JE0147
 JE0147  NGVD 29 (??/??/92)  291.476  (m)          956.28   (f) ADJ UNCH    2 0
 JE0147
 JE0147.Superseded values are not recommended for survey control.
 JE0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0147.See file dsdata.txt to determine how the superseded data were derived.
 JE0147
 JE0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC985666(NAD 83)
 JE0147_MARKER: DZ = AZIMUTH MARK DISK
 JE0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0147_STAMPING: HUTTON 1948
 JE0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0147+STABILITY: SURFACE MOTION
 JE0147
 JE0147  HISTORY     - Date     Condition        Report By
 JE0147  HISTORY     - 1948     MONUMENTED       CGS
 JE0147  HISTORY     - 1963     GOOD             NGS
 JE0147
 JE0147                          STATION DESCRIPTION
 JE0147
 JE0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0147'2.5 MI SE FROM GARDEN CITY.
 JE0147'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0147'SCHOOL AT GARDEN CITY, THENCE 2.3 MILES SOUTHEAST ALONG STATE
 JE0147'HIGHWAY 7, 0.4 MILE SOUTHEAST OF HUTTON 1948, 39 FEET NORTHEAST
 JE0147'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A FENCE,
 JE0147'1.0 FOOT NORTHWEST OF A 4 X 4 OAK WITNESS POST, ABOUT 3 FEET
 JE0147'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JE0147'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0143 ***********************************************************************
 JE0143  DESIGNATION -  HUTTON MOUND
 JE0143  PID         -  JE0143
 JE0143  STATE/COUNTY-  MO/CASS
 JE0143  USGS QUAD   -  GARDEN CITY (1954)
 JE0143
 JE0143                         *CURRENT SURVEY CONTROL
 JE0143  ___________________________________________________________________
 JE0143* NAD 83(1997)-  38 32 51.55314(N)    094 10 50.93487(W)     ADJUSTED  
 JE0143* NAVD 88     -       301.197  (meters)     988.18   (feet)  ADJUSTED  
 JE0143  ___________________________________________________________________
 JE0143  X           -    -364,155.650 (meters)                     COMP
 JE0143  Y           -  -4,981,692.924 (meters)                     COMP
 JE0143  Z           -   3,953,335.444 (meters)                     COMP
 JE0143  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JE0143  ELLIP HEIGHT-         268.84  (meters)          (04/04/06) GPS OBS
 JE0143  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0143  DYNAMIC HT  -         300.990 (meters)     987.50  (feet)  COMP
 JE0143  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 JE0143
 JE0143  HORZ ORDER  -  FIRST
 JE0143  VERT ORDER  -  SECOND    CLASS 0
 JE0143  ELLP ORDER  -  FOURTH    CLASS II
 JE0143
 JE0143.The horizontal coordinates were established by GPS observations
 JE0143.and adjusted by the DAVID EVANS + ASSOC in April 2006..
 JE0143
 JE0143.The orthometric height was determined by differential leveling
 JE0143.and adjusted by the National Geodetic Survey in June 1991..
 JE0143
 JE0143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE0143
 JE0143.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0143
 JE0143.The ellipsoidal height was determined by GPS observations
 JE0143.and is referenced to NAD 83.
 JE0143
 JE0143.The geoid height was determined by GEOID03.
 JE0143
 JE0143.The dynamic height is computed by dividing the NAVD 88
 JE0143.geopotential number by the normal gravity value computed on the
 JE0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0143.degrees latitude (g = 980.6199 gals.).
 JE0143
 JE0143.The modeled gravity was interpolated from observed gravity values.
 JE0143
 JE0143;                    North         East     Units Scale Factor Converg.
 JE0143;SPC MO W     -   264,285.143   877,823.411   MT  0.99995071   +0 11 56.1
 JE0143;UTM  15      - 4,267,241.980   397,101.652   MT  0.99973039   -0 44 09.3
 JE0143
 JE0143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0143!SPC MO W     -   0.99995782  x   0.99995071  =   0.99990853
 JE0143!UTM  15      -   0.99995782  x   0.99973039  =   0.99968822
 JE0143
 JE0143|---------------------------------------------------------------------|
 JE0143| PID    Reference Object                     Distance      Geod. Az  |
 JE0143|                                                           dddmmss.s |
 JE0143| JE0142 HUTTON MOUND RM 1                    72.372 METERS 00054     |
 JE0143| JE0145 HUTTON                              APPROX. 1.0 KM 0945231.5 |
 JE0143| JE1893 DAYTON BELL TEL MICROWAVE TWR       APPROX. 7.4 KM 1871552.0 |
 JE0143| JE0144 HUTTON MOUND RM 2                    63.474 METERS 24342     |
 JE0143| JE1852 GARDEN CITY MUNICIPAL TANK          APPROX. 1.8 KM 3305732.5 |
 JE0143|---------------------------------------------------------------------|
 JE0143
 JE0143                          SUPERSEDED SURVEY CONTROL
 JE0143
 JE0143  NAD 83(1997)-  38 32 51.55407(N)    094 10 50.93183(W) AD(       ) 1
 JE0143  NAD 83(1997)-  38 32 51.55455(N)    094 10 50.93151(W) AD(       ) 1
 JE0143  NAD 83(1986)-  38 32 51.56222(N)    094 10 50.92925(W) AD(       ) 1
 JE0143  NAD 27      -  38 32 51.51720(N)    094 10 50.13550(W) AD(       ) 1
 JE0143  NAVD 88 (04/04/06)  301.20   (m)          988.2    (f) LEVELING    3  
 JE0143  NGVD 29 (??/??/92)  301.061  (m)          987.73   (f) ADJ UNCH    2 0
 JE0143
 JE0143.Superseded values are not recommended for survey control.
 JE0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0143.See file dsdata.txt to determine how the superseded data were derived.
 JE0143
 JE0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9710267242(NAD 83)
 JE0143_MARKER: DS = TRIANGULATION STATION DISK
 JE0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0143_STAMPING: HUTTON MOUND 1883 1922 1948
 JE0143_MARK LOGO: CGS   
 JE0143_PROJECTION: PROJECTING 3 CENTIMETERS
 JE0143_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JE0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0143+STABILITY: SURFACE MOTION
 JE0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0143+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 JE0143
 JE0143  HISTORY     - Date     Condition        Report By
 JE0143  HISTORY     - 1883     MONUMENTED       CGS
 JE0143  HISTORY     - 1934     GOOD             CGS
 JE0143  HISTORY     - 1948     GOOD             CGS
 JE0143  HISTORY     - 1963     GOOD             CGS
 JE0143  HISTORY     - 1963     GOOD             NGS
 JE0143  HISTORY     - 1981     GOOD             NGS
 JE0143  HISTORY     - 20040604 GOOD             USGS
 JE0143  HISTORY     - 20060118 GOOD             EVANS
 JE0143
 JE0143                          STATION DESCRIPTION
 JE0143
 JE0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (FDG)
 JE0143'ABOUT 14 MILES SOUTHEAST OF THE TOWN OF HARRISONVILLE, ABOUT
 JE0143'1-1/2 MILES BY ROAD SOUTHEAST OF GARDEN CITY, IN NE 1/4 NW 1/4
 JE0143'SE 1/4 SEC. 1, T. 43 N., R. 30 W., ON HIGHEST POINT OR LAND IN
 JE0143'VICINITY, KNOWN LOCALLY AS BIG MOUND, 183 FEET FROM
 JE0143'NORTH-AND-SOUTH FENCE ON WEST SIDE OF PASTURE, ON PASTURE LAND
 JE0143'WHICH IN 1883 BELONGED TO THOMAS HUTTON, WHO LIVED ABOUT
 JE0143'FIVE-EIGHTHS MILE WEST OF STATION.  ROCK POST AT NORTHWEST
 JE0143'CORNER OF PASTURE IS 304 FEET FROM STATION IN MAGNETIC AZIMUTH
 JE0143'313 DEG.  SURFACE MARK WAS STONE POST WITNESSED BY TWO
 JE0143'OTHERS, AND UNDERGROUND MARK IS BOTTLE OF ASHES. IN
 JE0143'1922 IT WAS FOUND THAT SURFACE MARK AND NORTH WITNESS STONE WERE
 JE0143'GONE, AND SOUTH WITNESS STONE WAS BROKEN OFF, BUT UNDERGROUND
 JE0143'MARK WAS UNDISTURBED.  UNDERGROUND MARK WAS LEFT AS FOUND,
 JE0143'AND STANDARD DISK STATION MARK, STAMPED WITH NAME OF STATION
 JE0143'AND DATE ESTABLISHED, WAS SET IN CONCRETE BLOCK,
 JE0143'PROJECTING 2 INCHES ABOVE SURFACE OF GROUND.  IN 1922
 JE0143'STANDARD REFERENCE DISK, STAMPED WITH NAME OF STATION AND
 JE0143'DATE ESTABLISHED, WAS SET IN CONCRETE, ON
 JE0143'EAST-AND-WEST HALF-SECTION LINE, 237.1 FEET FROM STATION,
 JE0143'N 08 DEG 00 MIN W.
 JE0143
 JE0143                          STATION RECOVERY (1934)
 JE0143
 JE0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE0143'STATION RECOVERED AS DESCRIBED, ALL MARKS IN GOOD CONDTION.  IT IS
 JE0143'ABOUT 14 MILES SE OF HARRISONVILLE, ABOUT 1 MILE SE OF GARDEN CITY,
 JE0143'IN THE NE 1/4 OF NW 1/4 OF THE SE 1/4 OF SECTION 1, T. 43 N., R.
 JE0143'30 W, ON LAND OWNED BY THE HUTTON SISTERS (NOT THOMAS HUTTON
 JE0143'AS IN ORIGINAL DESCRIPTION).  IT IS IN PASTURE LAND ON THE
 JE0143'HIGHEST POINT OF MOUND, KNOWN LOCALLY AS BIG MOUND, 183 FEET E OF
 JE0143'N-S FENCE LINE, 237.1 FEET, N 08 DEG 00 MIN W, FROM
 JE0143'REFERENCE MARK IN E-W FENCE LINE AND 304 FEET, N 47 DEG 00 MIN W
 JE0143'FROM CORNER OF PASTURE.
 JE0143'
 JE0143'THE UNDERGROUND MARK IS A BOTTLE FILLED WITH ASHES, IN GOOD
 JE0143'CONDITION AND UNDISTURBED.  THE ORIGINAL SURFACE MARK WAS NOT
 JE0143'RECOVERED WHEN STATION WAS VISITED IN 1922, AT THAT TIME A
 JE0143'STANDARD DISK STATION MARK, STAMPED WITH NAME OF STATION AND DATE
 JE0143'ESTABLISHED, WAS SET IN A CONCRETE BLOCK PROJECTING 2 INCHES
 JE0143'ABOVE SURFACE OF GROUND.
 JE0143'
 JE0143'THE N WITNESS STONE WAS NOT RECOVERED IN 1922, AND S WITNESS
 JE0143'STONE WAS BROKEN OFF.
 JE0143'
 JE0143'A STANDARD DISK REFERENCE MARK, STAMPED WITH THE NAME OF THE
 JE0143'STATION AND DATE ESTABLISHED, WAS SET IN A BLOCK OF CONCRETE, ON
 JE0143'E-W HALF-SECTION LINE (DISTANCE AND MAGNETIC AZIMUTH AS PER
 JE0143'ABOVE PARAGRAPH), THIS MARK WAS ALSO SET IN 1922.
 JE0143'
 JE0143'THIS STATION WAS NOT VISITED BY AN OBSERVING PARTY IN 1934.
 JE0143'
 JE0143'STATION REACHED FROM HARRISONVILLE, INTERSETION OF U.S. HIGHWAY
 JE0143'71 WITH STATE HIGHWAY 35, 2 MILES S OF TOWN, GO E ON STATE
 JE0143'HIGHWAY 35, 9.75 MILES TO GARDEN CITY, CONTINUE E ON STATE
 JE0143'HIGHWAY 35, 1.1 MILES TO CROSSROADS, THENCE S ON DIRT ROAD 0.5
 JE0143'MILE TO GATE ON W, THENCE W THROUGH GATE ON NW 0.3 MILE TO
 JE0143'HIGHEST POINT OF HILL AND STATION.
 JE0143
 JE0143                          STATION RECOVERY (1948)
 JE0143
 JE0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE0143'THE SURFACE STATION MARK AND WITNESS STONES WERE NOT RECOVERED
 JE0143'BUT THE UNDERGROUND MARK WAS RECOVERED AND UNDISTURBED.
 JE0143'A NEW SURFACE MARK WAS ESTABLISHED.  REFERENCE MARK NO. 1,
 JE0143'NORTH OF THE STATION, WAS RECOVERED AND FOUND TO BE IN GOOD
 JE0143'CONDITION.  A NEW REFERENCE MARK NO. 2 WAS ESTABLISHED.  STATION
 JE0143'HUTTON 0.8 MILE EAST-SOUTHEAST IS USED FOR AN AZIMUTH MARK.
 JE0143'
 JE0143'A COMPLETE DESCRIPTION FOLLOWS.
 JE0143'
 JE0143'THE STATION IS LOCATED ABOUT 14.0 MILES SOUTHEAST OF HARRISONVILLE,
 JE0143'1.0 MILE SOUTHEAST OF GARDEN CITY, 238.0 FEET SOUTH OF AN
 JE0143'EAST-WEST FENCE, AND 205.0 FEET EAST OF THE WEST EDGE OF A
 JE0143'CULTIVATED FIELD.  IT IS ON THE SUMMIT OF A PROMINENT HILL,
 JE0143'LOCALLY KNOWN AS BIG MOUND.  IT PROJECTS 2 INCHES AND IS STAMPED
 JE0143'HUTTON MOUND 1883 1922 1948.
 JE0143'
 JE0143'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND 0.5 FOOT SOUTH OF
 JE0143'AN EAST-WEST FENCE.  IT IS SET FLUSH WITH THE GROUND AND IS
 JE0143'STAMPED HUTTON 1883.
 JE0143'
 JE0143'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 12 FEET
 JE0143'WEST OF THE WEST EDGE OF A CULTIVATED FIELD, AND 12.0 FEET NORTH
 JE0143'OF A 14 INCH ELM TREE.  IT PROJECTS 6 INCHES AND IS STAMPED
 JE0143'HUTTON MOUND NO 2 1948.
 JE0143'
 JE0143'AZIMUTH MARK IS STATION HUTTON 0.8 MILE EAST-SOUTHEAST OF THE
 JE0143'STATION, 37.5 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY
 JE0143'NO. 35, 4.5 FEET SOUTHEAST OF A WITNESS POST, AND 3.0 FEET SOUTH
 JE0143'OF A FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED HUTTON
 JE0143'1948.
 JE0143'
 JE0143'TO REACH THE STATION FROM GARDEN CITY, GO SOUTHEAST ON STATE
 JE0143'HIGHWAY NO. 35 FOR 1.1 MILES TO A CROSSROAD, TURN RIGHT AND GO
 JE0143'SOUTH ON GRADED ROAD FOR 0.5 MILE TO A GATE ON THE RIGHT, TURN
 JE0143'RIGHT THROUGH GATE AND PROCEDE ON FIELD ROAD NORTH-NORTHWEST FOR
 JE0143'0.3 MILE TO THE TOP OF THE HILL AND THE STATION.
 JE0143'
 JE0143'TO REACH THE AZIMUTH MARK, HUTTON, FROM THE STATION, GO
 JE0143'EAST-SOUTHEAST FOR 0.3 MILE TO A GRADED ROAD, TURN LEFT AND GO
 JE0143'NORTH ON GRADED ROAD FOR 0.5 MILE TO STATE HIGHWAY NO. 35,
 JE0143'TURN RIGHT ON STATE HIGHWAY NO. 35 AND GO EAST-SOUTHEAST FOR
 JE0143'0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JE0143'
 JE0143'A 60 FOOT SIGNAL AT BAKER 1883 IS VISIBLE AT 37 FEET.
 JE0143'
 JE0143'A 74 FOOT SIGNAL AT HUTCHISON IS VISIBLE AT 4 FEET.
 JE0143'
 JE0143'A 4 FOOT SIGNAL AT HUTTON IS VISIBLE AT 4 FEET.
 JE0143'
 JE0143'A 74 FOOT SIGNAL AT CALDWELL 1882 1922 1948 IS VISIBLE AT 37 FEET.
 JE0143'
 JE0143'AN 87 FOOT SIGNAL AT CREIGHTON IS VISIBLE AT 4 FEET.
 JE0143'
 JE0143'A 74 FOOT SIGNAL AT DAYTON IS VISIBLE AT 15 FEET.
 JE0143'
 JE0143'A 47 FOOT SIGNAL AT CRESCENT IS VISIBLE AT 4 FEET.
 JE0143'
 JE0143'A 47 FOOT SIGNAL AT WHITE 1934 IS VISIBLE AT 4 FEET.
 JE0143'
 JE0143'A 47 FOOT SIGNAL AT HARRISON IS VISIBLE AT 77 FEET.
 JE0143'
 JE0143'A 47 FOOT SIGNAL AT DOUGHERTY IS VISIBLE AT 15 FEET.
 JE0143'
 JE0143'A 47 FOOT SIGNAL AT FULTON 1883 1922 1948 IS VISIBLE AT 37 FEET.
 JE0143
 JE0143                          STATION RECOVERY (1963)
 JE0143
 JE0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE0143'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JE0143'CONDITION.  STATE HIGHWAY 35 HAS BEEN CHANGED TO STATE HIGHWAY
 JE0143'7 AND A NEW WITNESS POST WAS ESTABLISHED 3.2 FEET NORTH OF THE
 JE0143'STATION MARK, 234.4 FEET SOUTH OF THE REFERENCE MARK NO. 1 AND
 JE0143'210.9 FEET EAST-NORTHEAST OF REFERENCE MARK NO. 2.  THE DISTANCE
 JE0143'TO REFERENCE MARK NO. 1 WAS FOUND TO BE 237.44 FEET AND 72.372
 JE0143'METERS INSTEAD OF 237.14 FEET AND 72.281 METERS.
 JE0143
 JE0143                          STATION RECOVERY (1963)
 JE0143
 JE0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0143'2.2 MI SE FROM GARDEN CITY.
 JE0143'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0143'SCHOOL AT GARDEN CITY, THENCE 1.5 MILES SOUTHEAST ALONG STATE
 JE0143'HIGHWAY 7, THENCE 0.25 MILE SOUTH ALONG A GRADED DIRT ROAD,
 JE0143'THENCE 0.3 MILE WEST ALONG FENCE LINE AND A ROW OF TREES, ABOUT
 JE0143'0.4 MILE NORTHWEST OF THE WALTER SHEPARD FARM, ON THE CREST
 JE0143'OF A HILL, 237.1 FEET SOUTH OF HUTTON MOUND R.M. 1, 208.2 FEET
 JE0143'NORTHEAST OF HUTTON MOUND R.M. 2, 184 FEET EAST OF A FENCE, 3.5
 JE0143'FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP
 JE0143'OF A CONCRETE POST FLUSH WITH THE GROUND.
 JE0143
 JE0143                          STATION RECOVERY (1981)
 JE0143
 JE0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0143'RECOVERED IN GOOD CONDITION.
 JE0143
 JE0143                          STATION RECOVERY (2004)
 JE0143
 JE0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (MSM)
 JE0143'TO REACH STATION FROM INTERSECTION OF STATE HWY. 7 AND RURAL ROUTE F.
 JE0143' 
 JE0143'CONTINUE 0.4 MILES SOUTH TO INTERSECTION OF ROUTE F AND OLD HWY. 7.
 JE0143'MAKE LEFT TURN ONTO OLD HWY. 7 ALL THE WAY THROUGH THE TOWN OF GARDEN
 JE0143'CITY TO THE CITY LIMITS, WHICH IS 1.58 MILES TO THE EAST BY ROAD.
 JE0143'A GRAVEL DRIVE OWNED BY THE CASS COUNTY WATER DISTRICT 11 INTERSECTS
 JE0143'WITH OLD HWY.7.  COUNTINUE 0.86 MILES WEST ON GRAVEL ROAD TO FENCE
 JE0143'CORNER ON LEFT.
 JE0143'THE STATION IS LOCATED ON TOP OF THE HILL 220 FT. NORTHWEST FROM THE
 JE0143'SOUTHEAST CORNER OF THE PLOT AND 250 FT. SOUTHWEST FROM THE NORTHEAST
 JE0143'CORNER OF PLOT.  APPX. 170 FT. NORTHWEST OF DIST. 11 WATER TOWER AND
 JE0143'APPX. 450 FT. SOUTH-SOUTHWEST OF GARDEN CITY WATER TANK.  STATION IS
 JE0143'ALMOST DIRECTLY IN MIDDLE OF PLOT.
 JE0143
 JE0143                          STATION RECOVERY (2006)
 JE0143
 JE0143'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (CF)
 JE0143'RECOVERED AS DESCRIBED IN 2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0142 ***********************************************************************
 JE0142  DESIGNATION -  HUTTON MOUND RM 1
 JE0142  PID         -  JE0142
 JE0142  STATE/COUNTY-  MO/CASS
 JE0142  USGS QUAD   -  GARDEN CITY (1954)
 JE0142
 JE0142                         *CURRENT SURVEY CONTROL
 JE0142  ___________________________________________________________________
 JE0142* NAD 83(1986)-  38 32 48.     (N)    094 10 09.     (W)     SCALED    
 JE0142* NAVD 88     -       299.618  (meters)     983.00   (feet)  ADJUSTED  
 JE0142  ___________________________________________________________________
 JE0142  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0142  DYNAMIC HT  -         299.413 (meters)     982.32  (feet)  COMP
 JE0142  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 JE0142
 JE0142  VERT ORDER  -  SECOND    CLASS 0
 JE0142
 JE0142.The horizontal coordinates were scaled from a topographic map and have
 JE0142.an estimated accuracy of +/- 6 seconds.
 JE0142
 JE0142.The orthometric height was determined by differential leveling
 JE0142.and adjusted by the National Geodetic Survey in June 1991..
 JE0142
 JE0142.The geoid height was determined by GEOID03.
 JE0142
 JE0142.The dynamic height is computed by dividing the NAVD 88
 JE0142.geopotential number by the normal gravity value computed on the
 JE0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0142.degrees latitude (g = 980.6199 gals.).
 JE0142
 JE0142.The modeled gravity was interpolated from observed gravity values.
 JE0142
 JE0142;                    North         East    Units  Estimated Accuracy
 JE0142;SPC MO W     -   264,180.      878,840.      MT  (+/- 180 meters Scaled)
 JE0142
 JE0142                          SUPERSEDED SURVEY CONTROL
 JE0142
 JE0142  NGVD 29 (??/??/92)  299.48   (m)          982.5    (f) COMPUTED    2 0
 JE0142
 JE0142.Superseded values are not recommended for survey control.
 JE0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0142.See file dsdata.txt to determine how the superseded data were derived.
 JE0142
 JE0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC981671(NAD 83)
 JE0142_MARKER: DR = REFERENCE MARK DISK
 JE0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0142_STAMPING: HUTTON 1883
 JE0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0142+STABILITY: SURFACE MOTION
 JE0142
 JE0142  HISTORY     - Date     Condition        Report By
 JE0142  HISTORY     - 1883     MONUMENTED       CGS
 JE0142  HISTORY     - 1963     GOOD             NGS
 JE0142  HISTORY     - 1981     GOOD             NGS
 JE0142
 JE0142                          STATION DESCRIPTION
 JE0142
 JE0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0142'2.2 MI SE FROM GARDEN CITY.
 JE0142'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0142'SCHOOL AT GARDEN CITY, THENCE 1.5 MILES SOUTHEAST ALONG STATE
 JE0142'HIGHWAY 7, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, THENCE
 JE0142'0.3 MILE WEST ALONG A FENCE LINE AND A ROW OF TREES, ABOUT 0.4
 JE0142'MILE NORTHWEST OF THE WALTER SHEPARD FARM, ON THE CREST OF A
 JE0142'HILL, 237.1 FEET NORTH OF HUTTON MOUND 1883, 82 FEET EAST OF A
 JE0142'25-INCH TREE WHICH IS IN THE FENCE LINE, 1 FOOT SOUTH OF A FENCE,
 JE0142'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JE0142
 JE0142                          STATION RECOVERY (1981)
 JE0142
 JE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0144 ***********************************************************************
 JE0144  DESIGNATION -  HUTTON MOUND RM 2
 JE0144  PID         -  JE0144
 JE0144  STATE/COUNTY-  MO/CASS
 JE0144  USGS QUAD   -  GARDEN CITY (1954)
 JE0144
 JE0144                         *CURRENT SURVEY CONTROL
 JE0144  ___________________________________________________________________
 JE0144* NAD 83(1986)-  38 32 51.     (N)    094 10 51.     (W)     SCALED    
 JE0144* NAVD 88     -       300.163  (meters)     984.78   (feet)  ADJUSTED  
 JE0144  ___________________________________________________________________
 JE0144  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0144  DYNAMIC HT  -         299.957 (meters)     984.11  (feet)  COMP
 JE0144  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 JE0144
 JE0144  VERT ORDER  -  SECOND    CLASS 0
 JE0144
 JE0144.The horizontal coordinates were scaled from a topographic map and have
 JE0144.an estimated accuracy of +/- 6 seconds.
 JE0144
 JE0144.The orthometric height was determined by differential leveling
 JE0144.and adjusted by the National Geodetic Survey in June 1991..
 JE0144
 JE0144.The geoid height was determined by GEOID03.
 JE0144
 JE0144.The dynamic height is computed by dividing the NAVD 88
 JE0144.geopotential number by the normal gravity value computed on the
 JE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0144.degrees latitude (g = 980.6199 gals.).
 JE0144
 JE0144.The modeled gravity was interpolated from observed gravity values.
 JE0144
 JE0144;                    North         East    Units  Estimated Accuracy
 JE0144;SPC MO W     -   264,270.      877,820.      MT  (+/- 180 meters Scaled)
 JE0144
 JE0144                          SUPERSEDED SURVEY CONTROL
 JE0144
 JE0144  NGVD 29 (??/??/92)  300.027  (m)          984.34   (f) ADJ UNCH    2 0
 JE0144
 JE0144.Superseded values are not recommended for survey control.
 JE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0144.See file dsdata.txt to determine how the superseded data were derived.
 JE0144
 JE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC971672(NAD 83)
 JE0144_MARKER: DR = REFERENCE MARK DISK
 JE0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0144_STAMPING: HUTTON MOUND NO 2 1948
 JE0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0144+STABILITY: SURFACE MOTION
 JE0144
 JE0144  HISTORY     - Date     Condition        Report By
 JE0144  HISTORY     - 1948     MONUMENTED       CGS
 JE0144  HISTORY     - 1963     GOOD             NGS
 JE0144  HISTORY     - 1981     GOOD             NGS
 JE0144
 JE0144                          STATION DESCRIPTION
 JE0144
 JE0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0144'2.2 MI SE FROM GARDEN CITY.
 JE0144'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0144'SCHOOL AT GARDEN CITY, THENCE 1.5 MILES SOUTHEAST ALONG STATE
 JE0144'HIGHWAY 7, THENCE 0.25 MILE SOUTH ALONG A GRADED DIRT ROAD,
 JE0144'THENCE 0.3 MILE WEST ALONG A FENCE LINE AND A ROW OF TREES,
 JE0144'ABOUT 0.4 MILE NORTHWEST OF THE WALTER SHEPARD FARM, ON THE
 JE0144'CREST OF A HILL, 208.2 FEET SOUTHWEST OF HUTTON MOUND 1883,
 JE0144'14 FEET NORTH OF A 22-INCH ELM TREE, 4 FEET WEST OF A FENCE,
 JE0144'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JE0144
 JE0144                          STATION RECOVERY (1981)
 JE0144
 JE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0146 ***********************************************************************
 JE0146  DESIGNATION -  HUTTON RM 1
 JE0146  PID         -  JE0146
 JE0146  STATE/COUNTY-  MO/CASS
 JE0146  USGS QUAD   -  GARDEN CITY (1954)
 JE0146
 JE0146                         *CURRENT SURVEY CONTROL
 JE0146  ___________________________________________________________________
 JE0146* NAD 83(1986)-  38 32 48.     (N)    094 10 09.     (W)     SCALED    
 JE0146* NAVD 88     -       293.529  (meters)     963.02   (feet)  ADJUSTED  
 JE0146  ___________________________________________________________________
 JE0146  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0146  DYNAMIC HT  -         293.327 (meters)     962.36  (feet)  COMP
 JE0146  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 JE0146
 JE0146  VERT ORDER  -  SECOND    CLASS 0
 JE0146
 JE0146.The horizontal coordinates were scaled from a topographic map and have
 JE0146.an estimated accuracy of +/- 6 seconds.
 JE0146
 JE0146.The orthometric height was determined by differential leveling
 JE0146.and adjusted by the National Geodetic Survey in June 1991..
 JE0146
 JE0146.The geoid height was determined by GEOID03.
 JE0146
 JE0146.The dynamic height is computed by dividing the NAVD 88
 JE0146.geopotential number by the normal gravity value computed on the
 JE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0146.degrees latitude (g = 980.6199 gals.).
 JE0146
 JE0146.The modeled gravity was interpolated from observed gravity values.
 JE0146
 JE0146;                    North         East    Units  Estimated Accuracy
 JE0146;SPC MO W     -   264,180.      878,840.      MT  (+/- 180 meters Scaled)
 JE0146
 JE0146                          SUPERSEDED SURVEY CONTROL
 JE0146
 JE0146  NGVD 29 (??/??/92)  293.393  (m)          962.57   (f) ADJ UNCH    2 0
 JE0146
 JE0146.Superseded values are not recommended for survey control.
 JE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0146.See file dsdata.txt to determine how the superseded data were derived.
 JE0146
 JE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC981671(NAD 83)
 JE0146_MARKER: DR = REFERENCE MARK DISK
 JE0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0146_STAMPING: HUTTON NO 1 1948
 JE0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0146+STABILITY: SURFACE MOTION
 JE0146
 JE0146  HISTORY     - Date     Condition        Report By
 JE0146  HISTORY     - 1948     MONUMENTED       CGS
 JE0146  HISTORY     - 1963     GOOD             NGS
 JE0146
 JE0146                          STATION DESCRIPTION
 JE0146
 JE0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0146'2.1 MI SE FROM GARDEN CITY.
 JE0146'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0146'SCHOOL AT GARDEN CITY, THENCE 1.9 MILES SOUTHEAST ALONG STATE
 JE0146'HIGHWAY 7, 39 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JE0146'26 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY, 25.8 FEET
 JE0146'SOUTHEAST OF HUTTON 1948, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JE0146'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JE0146'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0278 ***********************************************************************
 JC0278  DESIGNATION -  HWM 1844
 JC0278  PID         -  JC0278
 JC0278  STATE/COUNTY-  MO/STE GENEVIEVE
 JC0278  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC0278
 JC0278                         *CURRENT SURVEY CONTROL
 JC0278  ___________________________________________________________________
 JC0278* NAD 83(1986)-  38 00 18.     (N)    090 03 37.     (W)     SCALED    
 JC0278* NAVD 88     -       118.813  (meters)     389.81   (feet)  ADJUSTED  
 JC0278  ___________________________________________________________________
 JC0278  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 JC0278  DYNAMIC HT  -         118.731 (meters)     389.54  (feet)  COMP
 JC0278  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 JC0278
 JC0278  VERT ORDER  -  SECOND    CLASS 0
 JC0278
 JC0278.The horizontal coordinates were scaled from a topographic map and have
 JC0278.an estimated accuracy of +/- 6 seconds.
 JC0278
 JC0278.The orthometric height was determined by differential leveling
 JC0278.and adjusted by the National Geodetic Survey in June 1991..
 JC0278
 JC0278.The geoid height was determined by GEOID03.
 JC0278
 JC0278.The dynamic height is computed by dividing the NAVD 88
 JC0278.geopotential number by the normal gravity value computed on the
 JC0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0278.degrees latitude (g = 980.6199 gals.).
 JC0278
 JC0278.The modeled gravity was interpolated from observed gravity values.
 JC0278
 JC0278;                    North         East    Units  Estimated Accuracy
 JC0278;SPC MO E     -   241,080.      288,620.      MT  (+/- 180 meters Scaled)
 JC0278
 JC0278                          SUPERSEDED SURVEY CONTROL
 JC0278
 JC0278  NGVD 29 (??/??/92)  118.916  (m)          390.14   (f) ADJ UNCH    2 0
 JC0278
 JC0278.Superseded values are not recommended for survey control.
 JC0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0278.See file dsdata.txt to determine how the superseded data were derived.
 JC0278
 JC0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC581104(NAD 83)
 JC0278_MARKER: B = BOLT
 JC0278_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JC0278_SP_SET: UNSPECIFIED ROCK
 JC0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0278
 JC0278  HISTORY     - Date     Condition        Report By
 JC0278  HISTORY     - UNK      MONUMENTED       DOD
 JC0278  HISTORY     - 1955     MARK NOT FOUND   NGS
 JC0278
 JC0278                          STATION DESCRIPTION
 JC0278
 JC0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JC0278'2 MI NW FROM STE GENEVIEVE.
 JC0278'ABOUT 2 MILES NORTHWEST OF STE. GENEVEIVE, STE. GENEVIEVE COUNTY,
 JC0278'AT LITTLE ROCK LANDING, ON THE BANK OF MISSISSIPPI RIVER, 105
 JC0278'FEET NORTH OF THE NORTH RAIL OF THE MISSOURI-ILLINOIS RAILROAD,
 JC0278'AT THE CENTER OF THE EAST SIDE OF THE ROCK FOUNDATION OF THE
 JC0278'DWELLING FORMERLY KNOWN AS WILDERS WAREHOUSE, AND IN THE TOP
 JC0278'COURSE OF THE ROCK.  A COPPER BOLT, INSCRIBED MWM 1844
 JC0278'TRANSFERRED FROM BLUFF 1400 FEET NORTH, ELEVATION 176.372.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1018 ***********************************************************************
 HC1018  DESIGNATION -  HYATTS
 HC1018  PID         -  HC1018
 HC1018  STATE/COUNTY-  MO/IRON
 HC1018  USGS QUAD   -  LESTERVILLE (1968)
 HC1018
 HC1018                         *CURRENT SURVEY CONTROL
 HC1018  ___________________________________________________________________
 HC1018* NAD 83(1997)-  37 24 23.37545(N)    090 45 47.91595(W)     ADJUSTED  
 HC1018* NAVD 88     -       319.30   (+/-2cm)    1047.6    (feet)  VERTCON   
 HC1018  ___________________________________________________________________
 HC1018  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 HC1018  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 HC1018
 HC1018  HORZ ORDER  -  SECOND
 HC1018  VERT ORDER  -  THIRD ? (See Below)
 HC1018
 HC1018.The horizontal coordinates were established by classical geodetic methods
 HC1018.and adjusted by the National Geodetic Survey in February 2000..
 HC1018
 HC1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC1018.The vertical order pertains to the NGVD 29 superseded value.
 HC1018
 HC1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1018
 HC1018.The geoid height was determined by GEOID03.
 HC1018
 HC1018;                    North         East     Units Scale Factor Converg.
 HC1018;SPC MO E     -   174,595.319   226,689.227   MT  0.99994002   -0 09 35.8
 HC1018;UTM  15      - 4,142,315.432   697,960.761   MT  1.00008274   +1 21 33.0
 HC1018
 HC1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1018!SPC MO E     -   0.99995454  x   0.99994002  =   0.99989456
 HC1018!UTM  15      -   0.99995454  x   1.00008274  =   1.00003727
 HC1018
 HC1018|---------------------------------------------------------------------|
 HC1018| PID    Reference Object                     Distance      Geod. Az  |
 HC1018|                                                           dddmmss.s |
 HC1018| CI3900 HYATTS RM 1                          25.146 METERS 04714     |
 HC1018| CI3901 HYATTS RM 2                          26.250 METERS 16416     |
 HC1018| HC1024 ADAMS                               APPROX.13.0 KM 2660633.1 |
 HC1018|---------------------------------------------------------------------|
 HC1018
 HC1018                          SUPERSEDED SURVEY CONTROL
 HC1018
 HC1018  NAD 83(1986)-  37 24 23.38818(N)    090 45 47.91435(W) AD(       ) 2
 HC1018  NAD 27      -  37 24 23.20380(N)    090 45 47.47460(W) AD(       ) 2
 HC1018  NGVD 29 (07/19/86)  319.29   (m)         1047.5    (f) LEVELING    3  
 HC1018
 HC1018.Superseded values are not recommended for survey control.
 HC1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1018.See file dsdata.txt to determine how the superseded data were derived.
 HC1018
 HC1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB9796142315(NAD 83)
 HC1018_MARKER: DS = TRIANGULATION STATION DISK
 HC1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1018
 HC1018  HISTORY     - Date     Condition        Report By
 HC1018  HISTORY     - 1962     MONUMENTED       CGS
 HC1018
 HC1018                          STATION DESCRIPTION
 HC1018
 HC1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1018'THE STATION IS ABOUT 4-1/2 MILES EAST AND 2-3/4 MILES SOUTH
 HC1018'OF LESTERVILLE, ABOUT 3-1/2 MILES WEST AND 3-1/2 MILES NORTH
 HC1018'OF ANNAPOLIS, IN THE SOUTHWEST 1/4 OF SEC. 31, T. 32 N., R.
 HC1018'3 E., AND ON THE PROPERTY OF MR. JOHN CALVERT.  IT IS 29
 HC1018'FEET WEST OF THE CENTERLINE OF A WOODS ROAD, 13 FEET EAST
 HC1018'OF AN 8 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE EAST
 HC1018'SIDE, AND 3 FEET EAST OF A WITNESS POST.  THE MONUMENT PROJECTS
 HC1018'7 INCHES AND THE DISK IS STAMPED HYATTS 1962.
 HC1018'
 HC1018'TO REACH FROM THE POST OFFICE IN LESTERVILLE, GO EAST ON
 HC1018'STATE HIGHWAY 72, 21 AND 49 FOR 0.95 MILE TO A Y-FORK.  TAKE
 HC1018'THE RIGHT FORK AND GO SOUTHEAST ON A PAVED ROAD FOR 0.5 MILE TO A
 HC1018'Y-FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON A PAVED ROAD
 HC1018'FOR 0.6 MILE TO A SIDE ROAD RIGHT.  CONTINUE SOUTH ON A
 HC1018'GRAVELED ROAD FOR 2.35 MILES TO A SIDE ROAD LEFT.  CONTINUE
 HC1018'SOUTH AND EAST ON THE GRAVELED ROAD FOR 4.1 MILES TO A DIM
 HC1018'WOODS ROAD LEFT AND A TRIANGULAR BLAZED TREE ON THE LEFT.
 HC1018'TURN LEFT AND GO NORTH ON A DIM WOODS ROAD FOR 0.2 MILE
 HC1018'TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON A DIM
 HC1018'WOODS ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 HC1018'
 HC1018'REFERENCE MARK 1 IS 40 FEET SOUTH OF A TWIN TRUNKED OAK TREE,
 HC1018'19 FEET WEST OF AN 8 INCH OAK TREE AND 9 FEET EAST OF THE
 HC1018'CENTERLINE OF THE WOODS ROAD.  THE MONUMENT PROJECTS 5 INCHES
 HC1018'AND THE DISK IS STAMPED HYATTS NO 1 1962.
 HC1018'
 HC1018'REFERENCE MARK 2 IS 36 FEET SOUTHWEST OF THE CENTERLINE OF
 HC1018'THE WOODS ROAD AND 34 FEET SOUTHEAST OF A TWIN TRUNKED OAK
 HC1018'TREE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HC1018'HYATTS NO 2 1962.
 HC1018'
 HC1018'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE
 HC1018'FOUND.
 HC1018'
 HC1018'NO MEASUREMENT BETWEEN RMS, TREES ON LINE.
 HC1018'
 HC1018'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1144 ***********************************************************************
 KD1144  DESIGNATION -  HYBIRD
 KD1144  PID         -  KD1144
 KD1144  STATE/COUNTY-  MO/LINN
 KD1144  USGS QUAD   -  BUCKLIN NW (1979)
 KD1144
 KD1144                         *CURRENT SURVEY CONTROL
 KD1144  ___________________________________________________________________
 KD1144* NAD 83(1997)-  39 53 52.86574(N)    092 58 26.98874(W)     ADJUSTED  
 KD1144* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 KD1144  ___________________________________________________________________
 KD1144  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 KD1144  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD1144
 KD1144  HORZ ORDER  -  THIRD
 KD1144
 KD1144.The horizontal coordinates were established by classical geodetic methods
 KD1144.and adjusted by the National Geodetic Survey in February 2000..
 KD1144
 KD1144.The orthometric height was scaled from a topographic map.
 KD1144
 KD1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1144
 KD1144.The geoid height was determined by GEOID03.
 KD1144
 KD1144;                    North         East     Units Scale Factor Converg.
 KD1144;SPC MO C     -   451,233.408   459,451.796   MT  0.99995357   -0 18 14.9
 KD1144;UTM  15      - 4,416,438.662   502,208.670   MT  0.99960006   +0 00 59.7
 KD1144
 KD1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1144!SPC MO C     -   0.99996157  x   0.99995357  =   0.99991514
 KD1144!UTM  15      -   0.99996157  x   0.99960006  =   0.99956165
 KD1144
 KD1144|---------------------------------------------------------------------|
 KD1144| PID    Reference Object                     Distance      Geod. Az  |
 KD1144|                                                           dddmmss.s |
 KD1144| KD1145 KANSAS CITY CHICAGO AWY BN 10        15.146 METERS 14116     |
 KD1144| KD1141 BUCKLIN MUNICIPAL TANK              APPROX.14.7 KM 1502704.2 |
 KD1144| CL9579 HYBIRD RM 1                          11.054 METERS 17822     |
 KD1144| CL9578 HYBIRD AZ MK                                       1841746.2 |
 KD1144| CL9580 HYBIRD RM 2                          23.621 METERS 27740     |
 KD1144|---------------------------------------------------------------------|
 KD1144
 KD1144                          SUPERSEDED SURVEY CONTROL
 KD1144
 KD1144  NAD 83(1997)-  39 53 52.86637(N)    092 58 26.99264(W) AD(       ) 3
 KD1144  NAD 83(1986)-  39 53 52.86802(N)    092 58 26.99532(W) AD(       ) 3
 KD1144  NAD 27      -  39 53 52.78070(N)    092 58 26.26720(W) AD(       ) 3
 KD1144
 KD1144.Superseded values are not recommended for survey control.
 KD1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1144.See file dsdata.txt to determine how the superseded data were derived.
 KD1144
 KD1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE0220916439(NAD 83)
 KD1144_MARKER: DS = TRIANGULATION STATION DISK
 KD1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1144
 KD1144  HISTORY     - Date     Condition        Report By
 KD1144  HISTORY     - 1948     MONUMENTED       CGS
 KD1144  HISTORY     - 1966     GOOD             CGS
 KD1144  HISTORY     - 1971     POOR             USE
 KD1144  HISTORY     - 1971     POOR             NGS
 KD1144  HISTORY     - 1974     GOOD             USGS
 KD1144
 KD1144                          STATION DESCRIPTION
 KD1144
 KD1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1144'LOCATED ABOUT 8 MILES NORTH AND 5 MILES EAST OF BROOKFIELD,
 KD1144'6 MILES WEST AND 4 MILES SOUTH OF NEW BOSTON, NEAR THE SITE OF
 KD1144'RED AIRWAY, BEACON NO. 10 AND ALONG THE RIGHT-OF-WAY OF STATE
 KD1144'HIGHWAY NO. 11.  IT IS NEAR THE CENTER OF THE SOUTH HALF OF SEC.
 KD1144'25, T. 59 N., R. 19 W., 36 FEET EAST OF THE APPROXIMATE
 KD1144'CENTERLINE OF THE HIGHWAY AND 2-1/2 FEET WEST OF THE RIGHT-OF-WAY
 KD1144'FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS
 KD1144'STAMPED HYBIRD 1948.
 KD1144'
 KD1144'REFERENCE MARK NO. 1 IS 36.28 FEET SOUTH OF THE STATION, ABOUT
 KD1144'1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE AND NEAR A POWER LINE
 KD1144'POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED
 KD1144'HYBIRD NO 1 1948.
 KD1144'
 KD1144'REFERENCE MARK NO. 2 IS 77.50 FEET WEST OF THE STATION, 38 FEET
 KD1144'WEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY AND IN THE
 KD1144'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 KD1144'THE DISC IS STAMPED HYBIRD NO 2 1948.
 KD1144'
 KD1144'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION, 38 FEET
 KD1144'WEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 24 FEET
 KD1144'NORTH OF THE NORTH GATE POST AT THE ENTRANCE TO A FIELD AND ABOUT
 KD1144'175 FEET NORTHEAST OF A FARMHOUSE.  THE MARK PROJECTS ABOUT 3
 KD1144'INCHES AND THE DISC IS STAMPED HYBIRD 1948.
 KD1144'
 KD1144'STATION WAS REACHED FROM THE JUNCTION OF US HIGHWAY 36, STATE
 KD1144'HIGHWAY 5 AND COUNTY ROUTE F, WHICH IS ABOUT 5 MILES EASTERLY
 KD1144'OF BROOKFIELD, BY GOING NORTH ON COUNTY ROUTE F FOR 2.1 MILES
 KD1144'TO ITS JUNCTION WITH STATE ROUTE 11.  CONTINUE STRAIGHT AHEAD
 KD1144'ON STATE HIGHWAY 11 FOR 0.7 MILE TO THE SETTLEMENT OF ST.
 KD1144'CATHERINE.  CONTINUE NORTHERLY ON STATE ROUTE 11 FOR 7.25 MILES
 KD1144'TO THE AZIMUTH MARK ON THE WEST RIGHT-OF-WAY AS DESCRIBED
 KD1144'ABOVE.  CONTINUE NORTH ON THE HIGHWAY FOR 0.25 MILE TO THE
 KD1144'AIRWAY BEACON ON THE RIGHT AND THE STATION SITE.
 KD1144'
 KD1144'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1144
 KD1144                          STATION RECOVERY (1966)
 KD1144
 KD1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1144'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KD1144'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 KD1144'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KD1144'
 KD1144'A METAL WITNESS POST WAS SET 3.5 FEET NORTHEAST OF THE STATION
 KD1144'MARK.
 KD1144'
 KD1144'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 KD1144
 KD1144                          STATION RECOVERY (1971)
 KD1144
 KD1144'RECOVERY NOTE BY US ENGINEERS 1971 (JNR)
 KD1144'MONUMENT WAS LEANING APPROX. 0.3 FEET.  APPEARED- TO HAVE BEEN HIT.
 KD1144'
 KD1144'MONUMENT WAS RESET BY USING THE REFERENCE MARKS AND THE MONUMENT
 KD1144'3 FEET BELOW GROUND.
 KD1144
 KD1144                          STATION RECOVERY (1971)
 KD1144
 KD1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KD1144'THE STATION MARK WAS FOUND TILTED OUT OF POSITION AND WAS RESET
 KD1144'VERTICALLY OVER THE UNDERGROUND MARK BY THE U.S. ARMY CORPS
 KD1144'OF ENGINEERS.  REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KD1144'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KD1144'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS CHECKED BUT
 KD1144'THE DIRECTION TO REFERENCE MARK NO. 1 FAILED TO CHECK BY 9
 KD1144'MINUTES AND THE DIRECTION TO REFERENCE MARK NO. 2 FAILED TO CHECK
 KD1144'BY 4 MINUTES.  THE STATION SURFACE DISK WAS STAMPED HYBIRD
 KD1144'1948 1971.  THE UNDERGROUND MARK IS 3 FEET BELOW THE SURFACE OF
 KD1144'THE GROUND.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KD1144'
 KD1144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 8 MILES NORTH
 KD1144'AND 5 MILES EAST OF BROOKFIELD.
 KD1144
 KD1144                          STATION RECOVERY (1974)
 KD1144
 KD1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 KD1144'STA. MK., RM NO. 1 AND AZ. MK. FOUND AS DESCRIBED.
 KD1144'
 KD1144'RM NO. 2 FOUND DESTROYED.  CONC. POST FOUND ABOUT 100 FT. FROM
 KD1144'ORIGINAL POSITION.
 KD1144'
 KD1144'DIRECTION AND DISTANCE ABOUT 8 MI. N. AND 5 MI. E OF BROOKFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0866 ***********************************************************************
 HC0866  DESIGNATION -  HYERS
 HC0866  PID         -  HC0866
 HC0866  STATE/COUNTY-  MO/DENT
 HC0866  USGS QUAD   -  LECOMA (1992)
 HC0866
 HC0866                         *CURRENT SURVEY CONTROL
 HC0866  ___________________________________________________________________
 HC0866* NAD 83(1997)-  37 45 00.74521(N)    091 39 09.75125(W)     ADJUSTED  
 HC0866* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 HC0866  ___________________________________________________________________
 HC0866  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 HC0866  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 HC0866
 HC0866  HORZ ORDER  -  SECOND
 HC0866
 HC0866.The horizontal coordinates were established by classical geodetic methods
 HC0866.and adjusted by the National Geodetic Survey in February 2000..
 HC0866
 HC0866.The orthometric height was scaled from a topographic map.
 HC0866
 HC0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0866
 HC0866.The geoid height was determined by GEOID03.
 HC0866
 HC0866;                    North         East     Units Scale Factor Converg.
 HC0866;SPC MO E     -   213,334.168   148,417.343   MT  1.00006039   -0 42 20.8
 HC0866;SPC MO C     -   213,046.538   574,667.112   MT  1.00000198   +0 31 07.5
 HC0866;UTM  15      - 4,178,954.997   618,691.448   MT  0.99977352   +0 49 29.8
 HC0866
 HC0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0866!SPC MO E     -   0.99994716  x   1.00006039  =   1.00000755
 HC0866!SPC MO C     -   0.99994716  x   1.00000198  =   0.99994914
 HC0866!UTM  15      -   0.99994716  x   0.99977352  =   0.99972069
 HC0866
 HC0866:                Primary Azimuth Mark                     Grid Az
 HC0866:SPC MO E     -  BRONSON                                  051 53 05.4
 HC0866:SPC MO C     -  BRONSON                                  050 39 37.1
 HC0866:UTM  15      -  BRONSON                                  050 21 14.8
 HC0866
 HC0866|---------------------------------------------------------------------|
 HC0866| PID    Reference Object                     Distance      Geod. Az  |
 HC0866|                                                           dddmmss.s |
 HC0866| HC0862 BRONSON                             APPROX.10.5 KM 0511044.6 |
 HC0866| HC0873 SALEM MUNICIPAL TANK                APPROX.15.8 KM 1393849.0 |
 HC0866| CM3852 HYERS RM 1                           42.492 METERS 19247     |
 HC0866| CM3853 HYERS RM 2                           36.283 METERS 26849     |
 HC0866| CM3851 HYERS AZ MK                                        3181044.6 |
 HC0866|---------------------------------------------------------------------|
 HC0866
 HC0866                          SUPERSEDED SURVEY CONTROL
 HC0866
 HC0866  NAD 83(1986)-  37 45 00.76008(N)    091 39 09.74819(W) AD(       ) 2
 HC0866  NAD 27      -  37 45 00.60600(N)    091 39 09.20300(W) AD(       ) 2
 HC0866
 HC0866.Superseded values are not recommended for survey control.
 HC0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0866.See file dsdata.txt to determine how the superseded data were derived.
 HC0866
 HC0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB1869178955(NAD 83)
 HC0866_MARKER: DD = SURVEY DISK
 HC0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0866
 HC0866  HISTORY     - Date     Condition        Report By
 HC0866  HISTORY     - 1947     MONUMENTED       CGS
 HC0866
 HC0866                          STATION DESCRIPTION
 HC0866
 HC0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0866'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF SALEM, AND 2-1/2
 HC0866'MILES SOUTHEAST OF THE VILLAGE OF LAKE SPRING.  IT IS 65 FT.
 HC0866'SOUTHWEST OF THE CENTER OF STATE ROUTE NO 72 AND 5.2 FT.
 HC0866'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 HC0866'INCHES AND THE DISK IS STAMPED HYERS 1947.
 HC0866'
 HC0866'REFERENCE MARK NO 1 IS 139.41 FT. SOUTH OF THE STATION, 39 FT.
 HC0866'SOUTHWEST OF THE APPROXIMATE CENTER LINE OF STATE ROUTE NO 72.
 HC0866'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HC0866'HYERS NO 1 1947.
 HC0866'
 HC0866'REFERENCE MARK NO 2 IS 119.04 FT. WEST OF THE STATION AND 35.5 FT.
 HC0866'SOUTHWEST OF THE APPROXIMATE CENTER LINE OF STATE ROUTE NO 72.
 HC0866'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HYERS
 HC0866'NO 2 1947.
 HC0866'
 HC0866'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE WEST NORTHWEST OF THE
 HC0866'STATION, 37.5 FT. SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 HC0866'STATE ROUTE NO 72, 2.7 FT. NORTH OF A TELEPHONE POLE, 2.6 FT.
 HC0866'SOUTHEAST OF A FENCE CORNER AND 1.7 FT EAST SOUTHEAST OF A WHITE
 HC0866'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HC0866'STAMPED HYERS 1947.
 HC0866'
 HC0866'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 66 AND
 HC0866'U.S. HIGHWAY NO 63 ON THE WEST EDGE OF ROLLA, GO SOUTH ON U.S.
 HC0866'HIGHWAY NO 63 FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY NO 63
 HC0866'AND STATE ROUTE NO 72.  TURN LEFT ON STATE ROUTE NO 72 AND GO
 HC0866'EAST SOUTHEAST FOR 15.65 MILES TO THE AZIMUTH MARK ON RIGHT SIDE
 HC0866'OF THE ROAD, AS DESCRIBED, THEN CONTINUE ON STATE ROUTE NO 72
 HC0866'FOR 0.15 MILE TO THE STATION ON LEFT SIDE OF ROAD AS DESCRIBED.
 HC0866'
 HC0866'HEIGHT OF LIGHT ABOVE STATION 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2295 ***********************************************************************
 JD2295  DESIGNATION -  I 10 B 2
 JD2295  PID         -  JD2295
 JD2295  STATE/COUNTY-  MO/JOHNSON
 JD2295  USGS QUAD   -  CHILHOWEE (1955)
 JD2295
 JD2295                         *CURRENT SURVEY CONTROL
 JD2295  ___________________________________________________________________
 JD2295* NAD 83(1986)-  38 36 25.     (N)    093 48 05.     (W)     SCALED    
 JD2295* NAVD 88     -       276.427  (meters)     906.91   (feet)  ADJUSTED  
 JD2295  ___________________________________________________________________
 JD2295  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD2295  DYNAMIC HT  -         276.237 (meters)     906.29  (feet)  COMP
 JD2295  MODELED GRAV-     979,933.5   (mgal)                       NAVD 88
 JD2295
 JD2295  VERT ORDER  -  SECOND    CLASS 0
 JD2295
 JD2295.The horizontal coordinates were scaled from a topographic map and have
 JD2295.an estimated accuracy of +/- 6 seconds.
 JD2295
 JD2295.The orthometric height was determined by differential leveling
 JD2295.and adjusted by the National Geodetic Survey in June 1991..
 JD2295
 JD2295.The geoid height was determined by GEOID03.
 JD2295
 JD2295.The dynamic height is computed by dividing the NAVD 88
 JD2295.geopotential number by the normal gravity value computed on the
 JD2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2295.degrees latitude (g = 980.6199 gals.).
 JD2295
 JD2295.The modeled gravity was interpolated from observed gravity values.
 JD2295
 JD2295;                    North         East    Units  Estimated Accuracy
 JD2295;SPC MO W     -   271,050.      910,850.      MT  (+/- 180 meters Scaled)
 JD2295
 JD2295                          SUPERSEDED SURVEY CONTROL
 JD2295
 JD2295  NGVD 29 (??/??/92)  276.32   (m)          906.6    (f) COMPUTED    2 0
 JD2295
 JD2295.Superseded values are not recommended for survey control.
 JD2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2295.See file dsdata.txt to determine how the superseded data were derived.
 JD2295
 JD2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC302734(NAD 83)
 JD2295_MARKER: Z = SEE DESCRIPTION
 JD2295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2295_SP_SET: TRIBRACH
 JD2295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2295
 JD2295  HISTORY     - Date     Condition        Report By
 JD2295  HISTORY     - UNK      MONUMENTED       DOD
 JD2295  HISTORY     - 1963     GOOD             NGS
 JD2295
 JD2295                          STATION DESCRIPTION
 JD2295
 JD2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2295'5.7 MI SW FROM CORNELIA.
 JD2295'ABOUT 3.6 MILES SOUTHWEST ALONG GRAVELED STATE ROAD JJ FROM
 JD2295'THE JUNCTION OF STATE HIGHWAY 13 AT CORNELIA, THENCE 1.8 MILES
 JD2295'SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.3 MILE SOUTHEAST
 JD2295'ACROSS A CULTIVATED FIELD, IN S 8, R 26 W, T 44 N, 3.0 FEET
 JD2295'WEST OF A NORTH-SOUTH FENCE.  A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 JD2295'WITH TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER OF THE
 JD2295'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2293 ***********************************************************************
 JD2293  DESIGNATION -  I 10 Z
 JD2293  PID         -  JD2293
 JD2293  STATE/COUNTY-  MO/JOHNSON
 JD2293  USGS QUAD   -  CHILHOWEE (1955)
 JD2293
 JD2293                         *CURRENT SURVEY CONTROL
 JD2293  ___________________________________________________________________
 JD2293* NAD 83(1986)-  38 36 38.     (N)    093 47 53.     (W)     SCALED    
 JD2293* NAVD 88     -       270.987  (meters)     889.06   (feet)  ADJUSTED  
 JD2293  ___________________________________________________________________
 JD2293  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD2293  DYNAMIC HT  -         270.801 (meters)     888.45  (feet)  COMP
 JD2293  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 JD2293
 JD2293  VERT ORDER  -  SECOND    CLASS 0
 JD2293
 JD2293.The horizontal coordinates were scaled from a topographic map and have
 JD2293.an estimated accuracy of +/- 6 seconds.
 JD2293
 JD2293.The orthometric height was determined by differential leveling
 JD2293.and adjusted by the National Geodetic Survey in June 1991..
 JD2293
 JD2293.The geoid height was determined by GEOID03.
 JD2293
 JD2293.The dynamic height is computed by dividing the NAVD 88
 JD2293.geopotential number by the normal gravity value computed on the
 JD2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2293.degrees latitude (g = 980.6199 gals.).
 JD2293
 JD2293.The modeled gravity was interpolated from observed gravity values.
 JD2293
 JD2293;                    North         East    Units  Estimated Accuracy
 JD2293;SPC MO W     -   271,450.      911,140.      MT  (+/- 180 meters Scaled)
 JD2293
 JD2293                          SUPERSEDED SURVEY CONTROL
 JD2293
 JD2293  NGVD 29 (??/??/92)  270.88   (m)          888.7    (f) COMPUTED    2 0
 JD2293
 JD2293.Superseded values are not recommended for survey control.
 JD2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2293.See file dsdata.txt to determine how the superseded data were derived.
 JD2293
 JD2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC305738(NAD 83)
 JD2293_MARKER: DS = TRIANGULATION STATION DISK
 JD2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2293_STAMPING: I 10 Z 1963
 JD2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2293+STABILITY: SURFACE MOTION
 JD2293
 JD2293  HISTORY     - Date     Condition        Report By
 JD2293  HISTORY     - 1963     MONUMENTED       CGS
 JD2293
 JD2293                          STATION DESCRIPTION
 JD2293
 JD2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2293'5.9 MI SW FROM CORNELIA.
 JD2293'ABOUT 3.6 MILES SOUTHWEST ALONG GRAVELED STATE ROAD JJ FROM
 JD2293'THE JUNCTION OF STATE HIGHWAY 13 AT CORNELIA, THENCE 1.8 MILES
 JD2293'SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.5 MILE EAST ACROSS
 JD2293'A CULTIVATED FIELD, IN S 9, R 26 W, T 44 N, 54.0 FEET NORTH
 JD2293'OF R.M. 1, 53.0 FEET SOUTH OF R.M. 2, 1.0 FOOT EAST OF A
 JD2293'NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE POST
 JD2293'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2294 ***********************************************************************
 JD2294  DESIGNATION -  I 10 Z RM 1
 JD2294  PID         -  JD2294
 JD2294  STATE/COUNTY-  MO/JOHNSON
 JD2294  USGS QUAD   -  CHILHOWEE (1955)
 JD2294
 JD2294                         *CURRENT SURVEY CONTROL
 JD2294  ___________________________________________________________________
 JD2294* NAD 83(1986)-  38 36 36.     (N)    093 47 56.     (W)     SCALED    
 JD2294* NAVD 88     -       271.449  (meters)     890.58   (feet)  ADJUSTED  
 JD2294  ___________________________________________________________________
 JD2294  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD2294  DYNAMIC HT  -         271.262 (meters)     889.97  (feet)  COMP
 JD2294  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 JD2294
 JD2294  VERT ORDER  -  SECOND    CLASS 0
 JD2294
 JD2294.The horizontal coordinates were scaled from a topographic map and have
 JD2294.an estimated accuracy of +/- 6 seconds.
 JD2294
 JD2294.The orthometric height was determined by differential leveling
 JD2294.and adjusted by the National Geodetic Survey in June 1991..
 JD2294
 JD2294.The geoid height was determined by GEOID03.
 JD2294
 JD2294.The dynamic height is computed by dividing the NAVD 88
 JD2294.geopotential number by the normal gravity value computed on the
 JD2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2294.degrees latitude (g = 980.6199 gals.).
 JD2294
 JD2294.The modeled gravity was interpolated from observed gravity values.
 JD2294
 JD2294;                    North         East    Units  Estimated Accuracy
 JD2294;SPC MO W     -   271,390.      911,060.      MT  (+/- 180 meters Scaled)
 JD2294
 JD2294                          SUPERSEDED SURVEY CONTROL
 JD2294
 JD2294  NGVD 29 (??/??/92)  271.34   (m)          890.2    (f) COMPUTED    2 0
 JD2294
 JD2294.Superseded values are not recommended for survey control.
 JD2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2294.See file dsdata.txt to determine how the superseded data were derived.
 JD2294
 JD2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC304738(NAD 83)
 JD2294_MARKER: DR = REFERENCE MARK DISK
 JD2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2294_STAMPING: I 10 Z NO 1 1963
 JD2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2294+STABILITY: SURFACE MOTION
 JD2294
 JD2294  HISTORY     - Date     Condition        Report By
 JD2294  HISTORY     - 1963     MONUMENTED       CGS
 JD2294
 JD2294                          STATION DESCRIPTION
 JD2294
 JD2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2294'5.9 MI SW FROM CORNELIA.
 JD2294'ABOUT 3.6 MILES SOUTHWEST ALONG GRAVELED STATE ROAD JJ FROM
 JD2294'THE JUNCTION OF STATE HIGHWAY 13 AT CORNELIA, THENCE 1.8 MILES
 JD2294'SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.5 MILE EAST ACROSS
 JD2294'A CULTIVATED FIELD, IN S 9, R 26 W, T 44 N, 107.0 FEET SOUTH
 JD2294'OF R.M. 2, 54.0 FEET SOUTH OF THE STATION MARK, 1.0 FOOT EAST
 JD2294'OF A NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE POST
 JD2294'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2292 ***********************************************************************
 JD2292  DESIGNATION -  I 10 Z RM 2
 JD2292  PID         -  JD2292
 JD2292  STATE/COUNTY-  MO/JOHNSON
 JD2292  USGS QUAD   -  CHILHOWEE (1955)
 JD2292
 JD2292                         *CURRENT SURVEY CONTROL
 JD2292  ___________________________________________________________________
 JD2292* NAD 83(1986)-  38 36 36.     (N)    093 47 56.     (W)     SCALED    
 JD2292* NAVD 88     -       270.182  (meters)     886.42   (feet)  ADJUSTED  
 JD2292  ___________________________________________________________________
 JD2292  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD2292  DYNAMIC HT  -         269.996 (meters)     885.81  (feet)  COMP
 JD2292  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 JD2292
 JD2292  VERT ORDER  -  SECOND    CLASS 0
 JD2292
 JD2292.The horizontal coordinates were scaled from a topographic map and have
 JD2292.an estimated accuracy of +/- 6 seconds.
 JD2292
 JD2292.The orthometric height was determined by differential leveling
 JD2292.and adjusted by the National Geodetic Survey in June 1991..
 JD2292
 JD2292.The geoid height was determined by GEOID03.
 JD2292
 JD2292.The dynamic height is computed by dividing the NAVD 88
 JD2292.geopotential number by the normal gravity value computed on the
 JD2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2292.degrees latitude (g = 980.6199 gals.).
 JD2292
 JD2292.The modeled gravity was interpolated from observed gravity values.
 JD2292
 JD2292;                    North         East    Units  Estimated Accuracy
 JD2292;SPC MO W     -   271,390.      911,060.      MT  (+/- 180 meters Scaled)
 JD2292
 JD2292                          SUPERSEDED SURVEY CONTROL
 JD2292
 JD2292  NGVD 29 (??/??/92)  270.07   (m)          886.1    (f) COMPUTED    2 0
 JD2292
 JD2292.Superseded values are not recommended for survey control.
 JD2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2292.See file dsdata.txt to determine how the superseded data were derived.
 JD2292
 JD2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC304738(NAD 83)
 JD2292_MARKER: DR = REFERENCE MARK DISK
 JD2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2292_STAMPING: I 10 Z NO 2 1963
 JD2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2292+STABILITY: SURFACE MOTION
 JD2292
 JD2292  HISTORY     - Date     Condition        Report By
 JD2292  HISTORY     - 1963     MONUMENTED       CGS
 JD2292
 JD2292                          STATION DESCRIPTION
 JD2292
 JD2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2292'5.9 MI SW FROM CORNELIA.
 JD2292'ABOUT 3.6 MILES SOUTHWEST ALONG GRAVELED STATE ROAD JJ FROM
 JD2292'THE JUNCTION OF STATE HIGHWAY 13 AT CORNELIA, THENCE 1.8 MILES
 JD2292'SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.5 MILE EAST ACROSS
 JD2292'A CULTIVATED FIELD, IN S 9, R 26 W, T 44 N, 107.0 FEET NORTH
 JD2292'OF R.M. 1, 53.0 FEET NORTH OF THE STATION MARK, 1.0 FOOT EAST OF
 JD2292'A NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE POST
 JD2292'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2140 ***********************************************************************
 JD2140  DESIGNATION -  I 11 B 1
 JD2140  PID         -  JD2140
 JD2140  STATE/COUNTY-  MO/HENRY
 JD2140  USGS QUAD   -  CHILHOWEE (1955)
 JD2140
 JD2140                         *CURRENT SURVEY CONTROL
 JD2140  ___________________________________________________________________
 JD2140* NAD 83(1986)-  38 33 14.     (N)    093 45 46.     (W)     SCALED    
 JD2140* NAVD 88     -       290.357  (meters)     952.61   (feet)  ADJUSTED  
 JD2140  ___________________________________________________________________
 JD2140  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD2140  DYNAMIC HT  -         290.157 (meters)     951.96  (feet)  COMP
 JD2140  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 JD2140
 JD2140  VERT ORDER  -  SECOND    CLASS 0
 JD2140
 JD2140.The horizontal coordinates were scaled from a topographic map and have
 JD2140.an estimated accuracy of +/- 6 seconds.
 JD2140
 JD2140.The orthometric height was determined by differential leveling
 JD2140.and adjusted by the National Geodetic Survey in June 1991..
 JD2140
 JD2140.The geoid height was determined by GEOID03.
 JD2140
 JD2140.The dynamic height is computed by dividing the NAVD 88
 JD2140.geopotential number by the normal gravity value computed on the
 JD2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2140.degrees latitude (g = 980.6199 gals.).
 JD2140
 JD2140.The modeled gravity was interpolated from observed gravity values.
 JD2140
 JD2140;                    North         East    Units  Estimated Accuracy
 JD2140;SPC MO W     -   265,190.      914,260.      MT  (+/- 180 meters Scaled)
 JD2140
 JD2140                          SUPERSEDED SURVEY CONTROL
 JD2140
 JD2140  NGVD 29 (??/??/92)  290.24   (m)          952.2    (f) COMPUTED    2 0
 JD2140
 JD2140.Superseded values are not recommended for survey control.
 JD2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2140.See file dsdata.txt to determine how the superseded data were derived.
 JD2140
 JD2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC335675(NAD 83)
 JD2140_MARKER: Z = SEE DESCRIPTION
 JD2140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2140_SP_SET: TRIBRACH
 JD2140_STAMPING: I 11 B 1
 JD2140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2140
 JD2140  HISTORY     - Date     Condition        Report By
 JD2140  HISTORY     - UNK      MONUMENTED       DOD
 JD2140  HISTORY     - 1963     GOOD             NGS
 JD2140
 JD2140                          STATION DESCRIPTION
 JD2140
 JD2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2140'1.4 MI SW FROM POST OAK.
 JD2140'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 JD2140'OAK GENERAL STORE AT POST OAK, THENCE 0.15 MILE SOUTHWEST ACROSS
 JD2140'THE SOUTH EDGE OF A CULTIVATED FIELD, IN S 35, R 26 W, T 44 N,
 JD2140'ON THE EAST SLOPE OF A SMALL HILL, 10 FEET NORTH OF THE SOUTH
 JD2140'EDGE OF THE FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 JD2140'TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH
 JD2140'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2136 ***********************************************************************
 JD2136  DESIGNATION -  I 11 B 2
 JD2136  PID         -  JD2136
 JD2136  STATE/COUNTY-  MO/HENRY
 JD2136  USGS QUAD   -  CHILHOWEE (1955)
 JD2136
 JD2136                         *CURRENT SURVEY CONTROL
 JD2136  ___________________________________________________________________
 JD2136* NAD 83(1986)-  38 33 20.     (N)    093 45 33.     (W)     SCALED    
 JD2136* NAVD 88     -       295.760  (meters)     970.34   (feet)  ADJUSTED  
 JD2136  ___________________________________________________________________
 JD2136  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD2136  DYNAMIC HT  -         295.556 (meters)     969.67  (feet)  COMP
 JD2136  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 JD2136
 JD2136  VERT ORDER  -  SECOND    CLASS 0
 JD2136
 JD2136.The horizontal coordinates were scaled from a topographic map and have
 JD2136.an estimated accuracy of +/- 6 seconds.
 JD2136
 JD2136.The orthometric height was determined by differential leveling
 JD2136.and adjusted by the National Geodetic Survey in June 1991..
 JD2136
 JD2136.The geoid height was determined by GEOID03.
 JD2136
 JD2136.The dynamic height is computed by dividing the NAVD 88
 JD2136.geopotential number by the normal gravity value computed on the
 JD2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2136.degrees latitude (g = 980.6199 gals.).
 JD2136
 JD2136.The modeled gravity was interpolated from observed gravity values.
 JD2136
 JD2136;                    North         East    Units  Estimated Accuracy
 JD2136;SPC MO W     -   265,370.      914,570.      MT  (+/- 180 meters Scaled)
 JD2136
 JD2136                          SUPERSEDED SURVEY CONTROL
 JD2136
 JD2136  NGVD 29 (??/??/92)  295.64   (m)          969.9    (f) COMPUTED    2 0
 JD2136
 JD2136.Superseded values are not recommended for survey control.
 JD2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2136.See file dsdata.txt to determine how the superseded data were derived.
 JD2136
 JD2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC338677(NAD 83)
 JD2136_MARKER: Z = SEE DESCRIPTION
 JD2136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2136_SP_SET: TRIBRACH
 JD2136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2136
 JD2136  HISTORY     - Date     Condition        Report By
 JD2136  HISTORY     - UNK      MONUMENTED       DOD
 JD2136  HISTORY     - 1963     GOOD             NGS
 JD2136
 JD2136                          STATION DESCRIPTION
 JD2136
 JD2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2136'1.4 MI SW FROM POST OAK.
 JD2136'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 JD2136'OAK GENERAL STORE AT POST OAK, THENCE 0.15 MILE NORTHEAST ACROSS
 JD2136'A CULTIVATED FIELD, IN S 35, R 26 W, T 44 N, AT THE CREST OF A
 JD2136'SMALL HILL, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 JD2136'A USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2138 ***********************************************************************
 JD2138  DESIGNATION -  I 11 Z
 JD2138  PID         -  JD2138
 JD2138  STATE/COUNTY-  MO/HENRY
 JD2138  USGS QUAD   -  CHILHOWEE (1955)
 JD2138
 JD2138                         *CURRENT SURVEY CONTROL
 JD2138  ___________________________________________________________________
 JD2138* NAD 83(1986)-  38 33 14.     (N)    093 45 24.     (W)     SCALED    
 JD2138* NAVD 88     -       298.847  (meters)     980.47   (feet)  ADJUSTED  
 JD2138  ___________________________________________________________________
 JD2138  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD2138  DYNAMIC HT  -         298.641 (meters)     979.79  (feet)  COMP
 JD2138  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 JD2138
 JD2138  VERT ORDER  -  SECOND    CLASS 0
 JD2138
 JD2138.The horizontal coordinates were scaled from a topographic map and have
 JD2138.an estimated accuracy of +/- 6 seconds.
 JD2138
 JD2138.The orthometric height was determined by differential leveling
 JD2138.and adjusted by the National Geodetic Survey in June 1991..
 JD2138
 JD2138.The geoid height was determined by GEOID03.
 JD2138
 JD2138.The dynamic height is computed by dividing the NAVD 88
 JD2138.geopotential number by the normal gravity value computed on the
 JD2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2138.degrees latitude (g = 980.6199 gals.).
 JD2138
 JD2138.The modeled gravity was interpolated from observed gravity values.
 JD2138
 JD2138;                    North         East    Units  Estimated Accuracy
 JD2138;SPC MO W     -   265,190.      914,790.      MT  (+/- 180 meters Scaled)
 JD2138
 JD2138                          SUPERSEDED SURVEY CONTROL
 JD2138
 JD2138  NGVD 29 (??/??/92)  298.73   (m)          980.1    (f) COMPUTED    2 0
 JD2138
 JD2138.Superseded values are not recommended for survey control.
 JD2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2138.See file dsdata.txt to determine how the superseded data were derived.
 JD2138
 JD2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC340675(NAD 83)
 JD2138_MARKER: DS = TRIANGULATION STATION DISK
 JD2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2138_STAMPING: I 11 Z 1963
 JD2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2138+STABILITY: SURFACE MOTION
 JD2138
 JD2138  HISTORY     - Date     Condition        Report By
 JD2138  HISTORY     - 1963     MONUMENTED       CGS
 JD2138
 JD2138                          STATION DESCRIPTION
 JD2138
 JD2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2138'1.6 MI S FROM POST OAK.
 JD2138'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 JD2138'OAK GENERAL STORE AT POST OAK, THENCE 0.4 MILE EAST ACROSS A
 JD2138'CULTIVATED FIELD, IN S 35, R 26 W, T 44 N, AT THE CREST OF A
 JD2138'HILL, 56.0 FEET SOUTH OF R.M. 1, 58.0 FEET NORTH OF R.M. 2, 23
 JD2138'FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 3 FEET EAST OF A
 JD2138'NORTH-SOUTH FENCE, 5.5 FEET NORTHEAST OF A METAL WITNESS POST,
 JD2138'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2137 ***********************************************************************
 JD2137  DESIGNATION -  I 11 Z RM 1
 JD2137  PID         -  JD2137
 JD2137  STATE/COUNTY-  MO/HENRY
 JD2137  USGS QUAD   -  CHILHOWEE (1955)
 JD2137
 JD2137                         *CURRENT SURVEY CONTROL
 JD2137  ___________________________________________________________________
 JD2137* NAD 83(1986)-  38 33 14.     (N)    093 45 24.     (W)     SCALED    
 JD2137* NAVD 88     -       298.657  (meters)     979.84   (feet)  ADJUSTED  
 JD2137  ___________________________________________________________________
 JD2137  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD2137  DYNAMIC HT  -         298.451 (meters)     979.17  (feet)  COMP
 JD2137  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 JD2137
 JD2137  VERT ORDER  -  SECOND    CLASS 0
 JD2137
 JD2137.The horizontal coordinates were scaled from a topographic map and have
 JD2137.an estimated accuracy of +/- 6 seconds.
 JD2137
 JD2137.The orthometric height was determined by differential leveling
 JD2137.and adjusted by the National Geodetic Survey in June 1991..
 JD2137
 JD2137.The geoid height was determined by GEOID03.
 JD2137
 JD2137.The dynamic height is computed by dividing the NAVD 88
 JD2137.geopotential number by the normal gravity value computed on the
 JD2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2137.degrees latitude (g = 980.6199 gals.).
 JD2137
 JD2137.The modeled gravity was interpolated from observed gravity values.
 JD2137
 JD2137;                    North         East    Units  Estimated Accuracy
 JD2137;SPC MO W     -   265,190.      914,790.      MT  (+/- 180 meters Scaled)
 JD2137
 JD2137                          SUPERSEDED SURVEY CONTROL
 JD2137
 JD2137  NGVD 29 (??/??/92)  298.54   (m)          979.5    (f) COMPUTED    2 0
 JD2137
 JD2137.Superseded values are not recommended for survey control.
 JD2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2137.See file dsdata.txt to determine how the superseded data were derived.
 JD2137
 JD2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC340675(NAD 83)
 JD2137_MARKER: DR = REFERENCE MARK DISK
 JD2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2137_STAMPING: I 11 Z NO 1 1963
 JD2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2137+STABILITY: SURFACE MOTION
 JD2137
 JD2137  HISTORY     - Date     Condition        Report By
 JD2137  HISTORY     - 1963     MONUMENTED       CGS
 JD2137
 JD2137                          STATION DESCRIPTION
 JD2137
 JD2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2137'1.6 MI S FROM POST OAK.
 JD2137'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 JD2137'OAK GENERAL STORE AT POST OAK, THENCE 0.4 MILE EAST ACROSS A
 JD2137'CULTIVATED FIELD, IN S 35, R 26 W, T 44 N, 114.0 FEET NORTH OF
 JD2137'R.M. 2, 56.0 FEET NORTH OF THE STATION MARK, 1.0 FEET EAST OF A
 JD2137'NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD2137'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2139 ***********************************************************************
 JD2139  DESIGNATION -  I 11 Z RM 2
 JD2139  PID         -  JD2139
 JD2139  STATE/COUNTY-  MO/HENRY
 JD2139  USGS QUAD   -  CHILHOWEE (1955)
 JD2139
 JD2139                         *CURRENT SURVEY CONTROL
 JD2139  ___________________________________________________________________
 JD2139* NAD 83(1986)-  38 33 14.     (N)    093 45 25.     (W)     SCALED    
 JD2139* NAVD 88     -       299.050  (meters)     981.13   (feet)  ADJUSTED  
 JD2139  ___________________________________________________________________
 JD2139  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD2139  DYNAMIC HT  -         298.844 (meters)     980.46  (feet)  COMP
 JD2139  MODELED GRAV-     979,931.3   (mgal)                       NAVD 88
 JD2139
 JD2139  VERT ORDER  -  SECOND    CLASS 0
 JD2139
 JD2139.The horizontal coordinates were scaled from a topographic map and have
 JD2139.an estimated accuracy of +/- 6 seconds.
 JD2139
 JD2139.The orthometric height was determined by differential leveling
 JD2139.and adjusted by the National Geodetic Survey in June 1991..
 JD2139
 JD2139.The geoid height was determined by GEOID03.
 JD2139
 JD2139.The dynamic height is computed by dividing the NAVD 88
 JD2139.geopotential number by the normal gravity value computed on the
 JD2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2139.degrees latitude (g = 980.6199 gals.).
 JD2139
 JD2139.The modeled gravity was interpolated from observed gravity values.
 JD2139
 JD2139;                    North         East    Units  Estimated Accuracy
 JD2139;SPC MO W     -   265,190.      914,770.      MT  (+/- 180 meters Scaled)
 JD2139
 JD2139                          SUPERSEDED SURVEY CONTROL
 JD2139
 JD2139  NGVD 29 (??/??/92)  298.94   (m)          980.8    (f) COMPUTED    2 0
 JD2139
 JD2139.Superseded values are not recommended for survey control.
 JD2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2139.See file dsdata.txt to determine how the superseded data were derived.
 JD2139
 JD2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC340675(NAD 83)
 JD2139_MARKER: DR = REFERENCE MARK DISK
 JD2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2139_STAMPING: I 11 Z NO 2 1963
 JD2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2139+STABILITY: SURFACE MOTION
 JD2139
 JD2139  HISTORY     - Date     Condition        Report By
 JD2139  HISTORY     - 1963     MONUMENTED       CGS
 JD2139
 JD2139                          STATION DESCRIPTION
 JD2139
 JD2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2139'1.6 MI S FROM POST OAK.
 JD2139'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 JD2139'OAK GENERAL STORE AT POST OAK, THENCE 0.4 MILE EAST ACROSS A
 JD2139'CULTIVATED FIELD, IN S 35, R 26 W, T 44 N, 114.0 FEET SOUTH OF
 JD2139'R.M. 1, 58.0 FEET SOUTH OF THE STATION MARK, 1.0 FOOT EAST OF A
 JD2139'NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD2139'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2120 ***********************************************************************
 JD2120  DESIGNATION -  I 2 B 1
 JD2120  PID         -  JD2120
 JD2120  STATE/COUNTY-  MO/JOHNSON
 JD2120  USGS QUAD   -  CORNELIA (1955)
 JD2120
 JD2120                         *CURRENT SURVEY CONTROL
 JD2120  ___________________________________________________________________
 JD2120* NAD 83(1986)-  38 37 40.     (N)    093 43 09.     (W)     SCALED    
 JD2120* NAVD 88     -       281.417  (meters)     923.28   (feet)  ADJUSTED  
 JD2120  ___________________________________________________________________
 JD2120  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD2120  DYNAMIC HT  -         281.221 (meters)     922.64  (feet)  COMP
 JD2120  MODELED GRAV-     979,927.0   (mgal)                       NAVD 88
 JD2120
 JD2120  VERT ORDER  -  SECOND    CLASS 0
 JD2120
 JD2120.The horizontal coordinates were scaled from a topographic map and have
 JD2120.an estimated accuracy of +/- 6 seconds.
 JD2120
 JD2120.The orthometric height was determined by differential leveling
 JD2120.and adjusted by the National Geodetic Survey in June 1991..
 JD2120
 JD2120.The geoid height was determined by GEOID03.
 JD2120
 JD2120.The dynamic height is computed by dividing the NAVD 88
 JD2120.geopotential number by the normal gravity value computed on the
 JD2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2120.degrees latitude (g = 980.6199 gals.).
 JD2120
 JD2120.The modeled gravity was interpolated from observed gravity values.
 JD2120
 JD2120;                    North         East    Units  Estimated Accuracy
 JD2120;SPC MO W     -   273,420.      917,990.      MT  (+/- 180 meters Scaled)
 JD2120
 JD2120                          SUPERSEDED SURVEY CONTROL
 JD2120
 JD2120  NGVD 29 (??/??/92)  281.31   (m)          922.9    (f) COMPUTED    2 0
 JD2120
 JD2120.Superseded values are not recommended for survey control.
 JD2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2120.See file dsdata.txt to determine how the superseded data were derived.
 JD2120
 JD2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC374757(NAD 83)
 JD2120_MARKER: Z = SEE DESCRIPTION
 JD2120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2120_SP_SET: TRIBRACH
 JD2120_STAMPING: I 2 B 1
 JD2120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2120
 JD2120  HISTORY     - Date     Condition        Report By
 JD2120  HISTORY     - UNK      MONUMENTED       DOD
 JD2120  HISTORY     - 1963     GOOD             NGS
 JD2120
 JD2120                          STATION DESCRIPTION
 JD2120
 JD2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2120'2.5 MI SE FROM CORNELIA.
 JD2120'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 JD2120'OF GRAVELED STATE ROAD JJ AT CORNELIA, THENCE 1.2 MILES EAST ALONG
 JD2120'A GRAVELED COUNTY ROAD, THENCE 0.1 MILE NORTH ACROSS A PASTURE,
 JD2120'IN S 6, R 26 W, T 44 N, ON THE SOUTHWEST SLOPE OF A SMALL HILL,
 JD2120'NEAR THE CENTER OF THE PASTURE, ABOUT 0.1 MILE SOUTHEAST OF A
 JD2120'LARGE WHITE BARN, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 JD2120'TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS
 JD2120'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2121 ***********************************************************************
 JD2121  DESIGNATION -  I 2 B 2
 JD2121  PID         -  JD2121
 JD2121  STATE/COUNTY-  MO/JOHNSON
 JD2121  USGS QUAD   -  LEETON (1981)
 JD2121
 JD2121                         *CURRENT SURVEY CONTROL
 JD2121  ___________________________________________________________________
 JD2121* NAD 83(1986)-  38 37 27.     (N)    093 43 04.     (W)     SCALED    
 JD2121* NAVD 88     -       280.435  (meters)     920.06   (feet)  ADJUSTED  
 JD2121  ___________________________________________________________________
 JD2121  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD2121  DYNAMIC HT  -         280.241 (meters)     919.42  (feet)  COMP
 JD2121  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 JD2121
 JD2121  VERT ORDER  -  SECOND    CLASS 0
 JD2121
 JD2121.The horizontal coordinates were scaled from a topographic map and have
 JD2121.an estimated accuracy of +/- 6 seconds.
 JD2121
 JD2121.The orthometric height was determined by differential leveling
 JD2121.and adjusted by the National Geodetic Survey in June 1991..
 JD2121
 JD2121.The geoid height was determined by GEOID03.
 JD2121
 JD2121.The dynamic height is computed by dividing the NAVD 88
 JD2121.geopotential number by the normal gravity value computed on the
 JD2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2121.degrees latitude (g = 980.6199 gals.).
 JD2121
 JD2121.The modeled gravity was interpolated from observed gravity values.
 JD2121
 JD2121;                    North         East    Units  Estimated Accuracy
 JD2121;SPC MO W     -   273,020.      918,120.      MT  (+/- 180 meters Scaled)
 JD2121
 JD2121                          SUPERSEDED SURVEY CONTROL
 JD2121
 JD2121  NGVD 29 (??/??/92)  280.32   (m)          919.7    (f) COMPUTED    2 0
 JD2121
 JD2121.Superseded values are not recommended for survey control.
 JD2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2121.See file dsdata.txt to determine how the superseded data were derived.
 JD2121
 JD2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC375753(NAD 83)
 JD2121_MARKER: Z = SEE DESCRIPTION
 JD2121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2121_SP_SET: TRIBRACH
 JD2121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2121
 JD2121  HISTORY     - Date     Condition        Report By
 JD2121  HISTORY     - UNK      MONUMENTED       DOD
 JD2121  HISTORY     - 1963     GOOD             NGS
 JD2121
 JD2121                          STATION DESCRIPTION
 JD2121
 JD2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2121'2.6 MI SE FROM CORNELIA.
 JD2121'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 JD2121'GRAVELED STATE ROAD JJ AT CORNELIA, THENCE 1.2 MILES EAST ALONG
 JD2121'A GRAVELED COUNTY ROAD, THENCE 0.2 MILE SOUTHEAST ACROSS A
 JD2121'PASTURE, IN S 6, R 26 W, T 44 N, ON THE TOP OF A LONG FLAG RIDGE,
 JD2121'ABOUT 80 YARDS WEST OF A NORTH-SOUTH FENCE, A 1 1/2 X 4 FOOT
 JD2121'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH
 JD2121'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2123 ***********************************************************************
 JD2123  DESIGNATION -  I 2 Z
 JD2123  PID         -  JD2123
 JD2123  STATE/COUNTY-  MO/JOHNSON
 JD2123  USGS QUAD   -  LEETON (1981)
 JD2123
 JD2123                         *CURRENT SURVEY CONTROL
 JD2123  ___________________________________________________________________
 JD2123* NAD 83(1986)-  38 37 09.     (N)    093 42 53.     (W)     SCALED    
 JD2123* NAVD 88     -       287.990  (meters)     944.85   (feet)  ADJUSTED  
 JD2123  ___________________________________________________________________
 JD2123  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD2123  DYNAMIC HT  -         287.790 (meters)     944.19  (feet)  COMP
 JD2123  MODELED GRAV-     979,926.3   (mgal)                       NAVD 88
 JD2123
 JD2123  VERT ORDER  -  SECOND    CLASS 0
 JD2123
 JD2123.The horizontal coordinates were scaled from a topographic map and have
 JD2123.an estimated accuracy of +/- 6 seconds.
 JD2123
 JD2123.The orthometric height was determined by differential leveling
 JD2123.and adjusted by the National Geodetic Survey in June 1991..
 JD2123
 JD2123.The geoid height was determined by GEOID03.
 JD2123
 JD2123.The dynamic height is computed by dividing the NAVD 88
 JD2123.geopotential number by the normal gravity value computed on the
 JD2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2123.degrees latitude (g = 980.6199 gals.).
 JD2123
 JD2123.The modeled gravity was interpolated from observed gravity values.
 JD2123
 JD2123;                    North         East    Units  Estimated Accuracy
 JD2123;SPC MO W     -   272,470.      918,390.      MT  (+/- 180 meters Scaled)
 JD2123
 JD2123                          SUPERSEDED SURVEY CONTROL
 JD2123
 JD2123  NGVD 29 (??/??/92)  287.88   (m)          944.5    (f) COMPUTED    2 0
 JD2123
 JD2123.Superseded values are not recommended for survey control.
 JD2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2123.See file dsdata.txt to determine how the superseded data were derived.
 JD2123
 JD2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC377747(NAD 83)
 JD2123_MARKER: DD = SURVEY DISK
 JD2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2123_STAMPING: I 2 Z 1963
 JD2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2123+STABILITY: SURFACE MOTION
 JD2123
 JD2123  HISTORY     - Date     Condition        Report By
 JD2123  HISTORY     - 1963     MONUMENTED       CGS
 JD2123
 JD2123                          STATION DESCRIPTION
 JD2123
 JD2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2123'3.1 MI SE FROM CORNELIA.
 JD2123'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 JD2123'GRAVELED STATE ROAD JJ AT CORNELIA, THENCE 1.4 MILES EAST ALONG
 JD2123'A GRAVELED COUNTY ROAD, IN S 6, R 26 W, T 44 N, ON THE CREST OF
 JD2123'A SLIGHT HILL, ACROSS THE ROAD FROM A FARMHOUSE, 50.5 FEET NORTH
 JD2123'OF THE CENTERLINE OF THE ROAD, 85.5 FEET NORTHEAST OF R.M. 2,
 JD2123'82.0 FEET NORTHWEST OF R.M. 1, 34.0 FEET NORTHEAST OF POWER POLE
 JD2123'40-7-2 WHICH IS BRACED BY A GUY WIRE, 29.0 FEET NORTH OF A FENCE
 JD2123'AND A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 JD2123'GROUND, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2122 ***********************************************************************
 JD2122  DESIGNATION -  I 2 Z RM 1
 JD2122  PID         -  JD2122
 JD2122  STATE/COUNTY-  MO/JOHNSON
 JD2122  USGS QUAD   -  LEETON (1981)
 JD2122
 JD2122                         *CURRENT SURVEY CONTROL
 JD2122  ___________________________________________________________________
 JD2122* NAD 83(1986)-  38 37 08.     (N)    093 42 52.     (W)     SCALED    
 JD2122* NAVD 88     -       288.376  (meters)     946.11   (feet)  ADJUSTED  
 JD2122  ___________________________________________________________________
 JD2122  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD2122  DYNAMIC HT  -         288.176 (meters)     945.46  (feet)  COMP
 JD2122  MODELED GRAV-     979,926.3   (mgal)                       NAVD 88
 JD2122
 JD2122  VERT ORDER  -  SECOND    CLASS 0
 JD2122
 JD2122.The horizontal coordinates were scaled from a topographic map and have
 JD2122.an estimated accuracy of +/- 6 seconds.
 JD2122
 JD2122.The orthometric height was determined by differential leveling
 JD2122.and adjusted by the National Geodetic Survey in June 1991..
 JD2122
 JD2122.The geoid height was determined by GEOID03.
 JD2122
 JD2122.The dynamic height is computed by dividing the NAVD 88
 JD2122.geopotential number by the normal gravity value computed on the
 JD2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2122.degrees latitude (g = 980.6199 gals.).
 JD2122
 JD2122.The modeled gravity was interpolated from observed gravity values.
 JD2122
 JD2122;                    North         East    Units  Estimated Accuracy
 JD2122;SPC MO W     -   272,440.      918,410.      MT  (+/- 180 meters Scaled)
 JD2122
 JD2122                          SUPERSEDED SURVEY CONTROL
 JD2122
 JD2122  NGVD 29 (??/??/92)  288.26   (m)          945.7    (f) COMPUTED    2 0
 JD2122
 JD2122.Superseded values are not recommended for survey control.
 JD2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2122.See file dsdata.txt to determine how the superseded data were derived.
 JD2122
 JD2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC378747(NAD 83)
 JD2122_MARKER: DR = REFERENCE MARK DISK
 JD2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2122_STAMPING: I 2 Z NO 1 1963
 JD2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2122+STABILITY: SURFACE MOTION
 JD2122
 JD2122  HISTORY     - Date     Condition        Report By
 JD2122  HISTORY     - 1963     MONUMENTED       CGS
 JD2122
 JD2122                          STATION DESCRIPTION
 JD2122
 JD2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2122'3.1 MI SE FROM CORNELIA.
 JD2122'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 JD2122'OF GRAVELED STATE ROAD JJ AT CORNELIA, THENCE 1.4 MILES EAST ALONG
 JD2122'A GRAVELED COUNTY ROAD, IN S 6, R 26 W, T 44 N, 156.0 FEET EAST
 JD2122'OF R.M. 2, 82.0 FEET SOUTHEAST OF THE STATION MARK, 20.5 FEET
 JD2122'NORTH OF THE CENTERLINE OF THE ROAD, 1.0 FOOT SOUTH OF AN
 JD2122'EAST-WEST FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JD2122'OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2124 ***********************************************************************
 JD2124  DESIGNATION -  I 2 Z RM 2
 JD2124  PID         -  JD2124
 JD2124  STATE/COUNTY-  MO/JOHNSON
 JD2124  USGS QUAD   -  LEETON (1981)
 JD2124
 JD2124                         *CURRENT SURVEY CONTROL
 JD2124  ___________________________________________________________________
 JD2124* NAD 83(1986)-  38 37 08.     (N)    093 42 54.     (W)     SCALED    
 JD2124* NAVD 88     -       288.119  (meters)     945.27   (feet)  ADJUSTED  
 JD2124  ___________________________________________________________________
 JD2124  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD2124  DYNAMIC HT  -         287.919 (meters)     944.61  (feet)  COMP
 JD2124  MODELED GRAV-     979,926.3   (mgal)                       NAVD 88
 JD2124
 JD2124  VERT ORDER  -  SECOND    CLASS 0
 JD2124
 JD2124.The horizontal coordinates were scaled from a topographic map and have
 JD2124.an estimated accuracy of +/- 6 seconds.
 JD2124
 JD2124.The orthometric height was determined by differential leveling
 JD2124.and adjusted by the National Geodetic Survey in June 1991..
 JD2124
 JD2124.The geoid height was determined by GEOID03.
 JD2124
 JD2124.The dynamic height is computed by dividing the NAVD 88
 JD2124.geopotential number by the normal gravity value computed on the
 JD2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2124.degrees latitude (g = 980.6199 gals.).
 JD2124
 JD2124.The modeled gravity was interpolated from observed gravity values.
 JD2124
 JD2124;                    North         East    Units  Estimated Accuracy
 JD2124;SPC MO W     -   272,440.      918,360.      MT  (+/- 180 meters Scaled)
 JD2124
 JD2124                          SUPERSEDED SURVEY CONTROL
 JD2124
 JD2124  NGVD 29 (??/??/92)  288.01   (m)          944.9    (f) COMPUTED    2 0
 JD2124
 JD2124.Superseded values are not recommended for survey control.
 JD2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2124.See file dsdata.txt to determine how the superseded data were derived.
 JD2124
 JD2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC377747(NAD 83)
 JD2124_MARKER: DR = REFERENCE MARK DISK
 JD2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2124_STAMPING: I 2 Z NO 2 1963
 JD2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2124+STABILITY: SURFACE MOTION
 JD2124
 JD2124  HISTORY     - Date     Condition        Report By
 JD2124  HISTORY     - 1963     MONUMENTED       CGS
 JD2124
 JD2124                          STATION DESCRIPTION
 JD2124
 JD2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2124'3.1 MI SE FROM CORNELIA.
 JD2124'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 JD2124'OF GRAVELED STATE ROAD JJ AT CORNELIA, THENCE 1.4 MILES EAST
 JD2124'ALONG A GRAVELED COUNTY ROAD, IN S 6, R 26 W, T 44 N, 156.0 FEET
 JD2124'WEST OF R.M. 1, 85.5 FEET SOUTHWEST OF THE STATION MARK, 20.5
 JD2124'FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.0 FOOT SOUTH OF A
 JD2124'FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JD2124'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2176 ***********************************************************************
 JD2176  DESIGNATION -  I 3 B 1
 JD2176  PID         -  JD2176
 JD2176  STATE/COUNTY-  MO/JOHNSON
 JD2176  USGS QUAD   -  LEETON (1981)
 JD2176
 JD2176                         *CURRENT SURVEY CONTROL
 JD2176  ___________________________________________________________________
 JD2176* NAD 83(1986)-  38 35 23.     (N)    093 38 00.     (W)     SCALED    
 JD2176* NAVD 88     -       289.363  (meters)     949.35   (feet)  ADJUSTED  
 JD2176  ___________________________________________________________________
 JD2176  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD2176  DYNAMIC HT  -         289.162 (meters)     948.69  (feet)  COMP
 JD2176  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 JD2176
 JD2176  VERT ORDER  -  SECOND    CLASS 0
 JD2176
 JD2176.The horizontal coordinates were scaled from a topographic map and have
 JD2176.an estimated accuracy of +/- 6 seconds.
 JD2176
 JD2176.The orthometric height was determined by differential leveling
 JD2176.and adjusted by the National Geodetic Survey in June 1991..
 JD2176
 JD2176.The geoid height was determined by GEOID03.
 JD2176
 JD2176.The dynamic height is computed by dividing the NAVD 88
 JD2176.geopotential number by the normal gravity value computed on the
 JD2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2176.degrees latitude (g = 980.6199 gals.).
 JD2176
 JD2176.The modeled gravity was interpolated from observed gravity values.
 JD2176
 JD2176;                    North         East    Units  Estimated Accuracy
 JD2176;SPC MO W     -   269,260.      925,500.      MT  (+/- 180 meters Scaled)
 JD2176
 JD2176                          SUPERSEDED SURVEY CONTROL
 JD2176
 JD2176  NGVD 29 (??/??/92)  289.25   (m)          949.0    (f) COMPUTED    2 0
 JD2176
 JD2176.Superseded values are not recommended for survey control.
 JD2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2176.See file dsdata.txt to determine how the superseded data were derived.
 JD2176
 JD2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC448714(NAD 83)
 JD2176_MARKER: Z = SEE DESCRIPTION
 JD2176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2176_SP_SET: TRIBRACH
 JD2176_STAMPING: I 3 B 1
 JD2176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2176
 JD2176  HISTORY     - Date     Condition        Report By
 JD2176  HISTORY     - UNK      MONUMENTED       DOD
 JD2176  HISTORY     - 1963     GOOD             NGS
 JD2176
 JD2176                          STATION DESCRIPTION
 JD2176
 JD2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2176'3.7 MI E FROM LEETON.
 JD2176'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2176'AT LEETON, THENCE 3.4 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2176'THENCE 0.2 MILE NORTH ACROSS A PASTURE, IN S 13, R 25 W, T 44 N,
 JD2176'AT THE CREST OF A SLIGHT HILL, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 JD2176'WITH TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER OF THE
 JD2176'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2175 ***********************************************************************
 JD2175  DESIGNATION -  I 3 B 2
 JD2175  PID         -  JD2175
 JD2175  STATE/COUNTY-  MO/JOHNSON
 JD2175  USGS QUAD   -  LEETON (1981)
 JD2175
 JD2175                         *CURRENT SURVEY CONTROL
 JD2175  ___________________________________________________________________
 JD2175* NAD 83(1986)-  38 35 13.     (N)    093 37 58.     (W)     SCALED    
 JD2175* NAVD 88     -       284.403  (meters)     933.08   (feet)  ADJUSTED  
 JD2175  ___________________________________________________________________
 JD2175  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD2175  DYNAMIC HT  -         284.205 (meters)     932.43  (feet)  COMP
 JD2175  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 JD2175
 JD2175  VERT ORDER  -  SECOND    CLASS 0
 JD2175
 JD2175.The horizontal coordinates were scaled from a topographic map and have
 JD2175.an estimated accuracy of +/- 6 seconds.
 JD2175
 JD2175.The orthometric height was determined by differential leveling
 JD2175.and adjusted by the National Geodetic Survey in June 1991..
 JD2175
 JD2175.The geoid height was determined by GEOID03.
 JD2175
 JD2175.The dynamic height is computed by dividing the NAVD 88
 JD2175.geopotential number by the normal gravity value computed on the
 JD2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2175.degrees latitude (g = 980.6199 gals.).
 JD2175
 JD2175.The modeled gravity was interpolated from observed gravity values.
 JD2175
 JD2175;                    North         East    Units  Estimated Accuracy
 JD2175;SPC MO W     -   268,960.      925,560.      MT  (+/- 180 meters Scaled)
 JD2175
 JD2175                          SUPERSEDED SURVEY CONTROL
 JD2175
 JD2175  NGVD 29 (??/??/92)  284.29   (m)          932.7    (f) COMPUTED    2 0
 JD2175
 JD2175.Superseded values are not recommended for survey control.
 JD2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2175.See file dsdata.txt to determine how the superseded data were derived.
 JD2175
 JD2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC448711(NAD 83)
 JD2175_MARKER: Z = SEE DESCRIPTION
 JD2175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2175_SP_SET: TRIBACH
 JD2175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2175
 JD2175  HISTORY     - Date     Condition        Report By
 JD2175  HISTORY     - UNK      MONUMENTED       DOD
 JD2175  HISTORY     - 1963     GOOD             NGS
 JD2175
 JD2175                          STATION DESCRIPTION
 JD2175
 JD2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2175'3.6 MI E FROM LEETON.
 JD2175'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2175'AT LEETON, THENCE 3.4 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2175'THENCE 0.1 MILE SOUTH ACROSS A FIELD, IN S 24, R 24 W, T 44 N,
 JD2175'NEAR THE CENTER OF A SMALL FIELD OF GRASS, ABOUT 109 YARDS SOUTH
 JD2175'OF A NORTH-SOUTH FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 JD2175'TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS
 JD2175'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2173 ***********************************************************************
 JD2173  DESIGNATION -  I 3 Z
 JD2173  PID         -  JD2173
 JD2173  STATE/COUNTY-  MO/JOHNSON
 JD2173  USGS QUAD   -  LEETON (1981)
 JD2173
 JD2173                         *CURRENT SURVEY CONTROL
 JD2173  ___________________________________________________________________
 JD2173* NAD 83(1986)-  38 35 17.     (N)    093 37 47.     (W)     SCALED    
 JD2173* NAVD 88     -       288.558  (meters)     946.71   (feet)  ADJUSTED  
 JD2173  ___________________________________________________________________
 JD2173  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD2173  DYNAMIC HT  -         288.358 (meters)     946.05  (feet)  COMP
 JD2173  MODELED GRAV-     979,927.1   (mgal)                       NAVD 88
 JD2173
 JD2173  VERT ORDER  -  SECOND    CLASS 0
 JD2173
 JD2173.The horizontal coordinates were scaled from a topographic map and have
 JD2173.an estimated accuracy of +/- 6 seconds.
 JD2173
 JD2173.The orthometric height was determined by differential leveling
 JD2173.and adjusted by the National Geodetic Survey in June 1991..
 JD2173
 JD2173.The geoid height was determined by GEOID03.
 JD2173
 JD2173.The dynamic height is computed by dividing the NAVD 88
 JD2173.geopotential number by the normal gravity value computed on the
 JD2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2173.degrees latitude (g = 980.6199 gals.).
 JD2173
 JD2173.The modeled gravity was interpolated from observed gravity values.
 JD2173
 JD2173;                    North         East    Units  Estimated Accuracy
 JD2173;SPC MO W     -   269,080.      925,820.      MT  (+/- 180 meters Scaled)
 JD2173
 JD2173                          SUPERSEDED SURVEY CONTROL
 JD2173
 JD2173  NGVD 29 (??/??/92)  288.45   (m)          946.4    (f) COMPUTED    2 0
 JD2173
 JD2173.Superseded values are not recommended for survey control.
 JD2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2173.See file dsdata.txt to determine how the superseded data were derived.
 JD2173
 JD2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC451712(NAD 83)
 JD2173_MARKER: DS = TRIANGULATION STATION DISK
 JD2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2173_STAMPING: I 3 Z 1963
 JD2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2173+STABILITY: SURFACE MOTION
 JD2173
 JD2173  HISTORY     - Date     Condition        Report By
 JD2173  HISTORY     - 1963     MONUMENTED       CGS
 JD2173
 JD2173                          STATION DESCRIPTION
 JD2173
 JD2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2173'3.7 MI E FROM LEETON.
 JD2173'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2173'AT LEETON, THENCE 3.6 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2173'IN S 24, R 24 W, T 44 N, 52.5 FEET SOUTHEAST OF A T-JUNCTION
 JD2173'OF FENCES, 59.5 FEET NORTHEAST OF R.M. 2, 108.0 FEET WEST OF
 JD2173'R.M. 1, 13.0 FEET EAST OF A NORTH-SOUTH FENCE, 12.5 FEET EAST
 JD2173'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JD2173'0.4 FOOT BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2172 ***********************************************************************
 JD2172  DESIGNATION -  I 3 Z RM 1
 JD2172  PID         -  JD2172
 JD2172  STATE/COUNTY-  MO/JOHNSON
 JD2172  USGS QUAD   -  LEETON (1981)
 JD2172
 JD2172                         *CURRENT SURVEY CONTROL
 JD2172  ___________________________________________________________________
 JD2172* NAD 83(1986)-  38 35 17.     (N)    093 37 48.     (W)     SCALED    
 JD2172* NAVD 88     -       287.865  (meters)     944.44   (feet)  ADJUSTED  
 JD2172  ___________________________________________________________________
 JD2172  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD2172  DYNAMIC HT  -         287.665 (meters)     943.78  (feet)  COMP
 JD2172  MODELED GRAV-     979,927.1   (mgal)                       NAVD 88
 JD2172
 JD2172  VERT ORDER  -  SECOND    CLASS 0
 JD2172
 JD2172.The horizontal coordinates were scaled from a topographic map and have
 JD2172.an estimated accuracy of +/- 6 seconds.
 JD2172
 JD2172.The orthometric height was determined by differential leveling
 JD2172.and adjusted by the National Geodetic Survey in June 1991..
 JD2172
 JD2172.The geoid height was determined by GEOID03.
 JD2172
 JD2172.The dynamic height is computed by dividing the NAVD 88
 JD2172.geopotential number by the normal gravity value computed on the
 JD2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2172.degrees latitude (g = 980.6199 gals.).
 JD2172
 JD2172.The modeled gravity was interpolated from observed gravity values.
 JD2172
 JD2172;                    North         East    Units  Estimated Accuracy
 JD2172;SPC MO W     -   269,080.      925,800.      MT  (+/- 180 meters Scaled)
 JD2172
 JD2172                          SUPERSEDED SURVEY CONTROL
 JD2172
 JD2172  NGVD 29 (??/??/92)  287.75   (m)          944.1    (f) COMPUTED    2 0
 JD2172
 JD2172.Superseded values are not recommended for survey control.
 JD2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2172.See file dsdata.txt to determine how the superseded data were derived.
 JD2172
 JD2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC451712(NAD 83)
 JD2172_MARKER: DR = REFERENCE MARK DISK
 JD2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2172_STAMPING: I 3 Z NO 1 1963
 JD2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2172+STABILITY: SURFACE MOTION
 JD2172
 JD2172  HISTORY     - Date     Condition        Report By
 JD2172  HISTORY     - 1963     MONUMENTED       CGS
 JD2172
 JD2172                          STATION DESCRIPTION
 JD2172
 JD2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2172'3.7 MI E FROM LEETON.
 JD2172'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2172'AT LEETON, THENCE 3.6 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2172'IN S 24, R 24 W, T 44 N, 136.0 FEET NORTHEAST OF R.M. 2, 108.0
 JD2172'FEET EAST OF THE STATION MARK, 1.0 FOOT SOUTH OF A STOCK LOADING
 JD2172'PEN, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2174 ***********************************************************************
 JD2174  DESIGNATION -  I 3 Z RM 2
 JD2174  PID         -  JD2174
 JD2174  STATE/COUNTY-  MO/JOHNSON
 JD2174  USGS QUAD   -  LEETON (1981)
 JD2174
 JD2174                         *CURRENT SURVEY CONTROL
 JD2174  ___________________________________________________________________
 JD2174* NAD 83(1986)-  38 35 17.     (N)    093 37 48.     (W)     SCALED    
 JD2174* NAVD 88     -       288.811  (meters)     947.54   (feet)  ADJUSTED  
 JD2174  ___________________________________________________________________
 JD2174  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD2174  DYNAMIC HT  -         288.611 (meters)     946.88  (feet)  COMP
 JD2174  MODELED GRAV-     979,927.1   (mgal)                       NAVD 88
 JD2174
 JD2174  VERT ORDER  -  SECOND    CLASS 0
 JD2174
 JD2174.The horizontal coordinates were scaled from a topographic map and have
 JD2174.an estimated accuracy of +/- 6 seconds.
 JD2174
 JD2174.The orthometric height was determined by differential leveling
 JD2174.and adjusted by the National Geodetic Survey in June 1991..
 JD2174
 JD2174.The geoid height was determined by GEOID03.
 JD2174
 JD2174.The dynamic height is computed by dividing the NAVD 88
 JD2174.geopotential number by the normal gravity value computed on the
 JD2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2174.degrees latitude (g = 980.6199 gals.).
 JD2174
 JD2174.The modeled gravity was interpolated from observed gravity values.
 JD2174
 JD2174;                    North         East    Units  Estimated Accuracy
 JD2174;SPC MO W     -   269,080.      925,800.      MT  (+/- 180 meters Scaled)
 JD2174
 JD2174                          SUPERSEDED SURVEY CONTROL
 JD2174
 JD2174  NGVD 29 (??/??/92)  288.70   (m)          947.2    (f) COMPUTED    2 0
 JD2174
 JD2174.Superseded values are not recommended for survey control.
 JD2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2174.See file dsdata.txt to determine how the superseded data were derived.
 JD2174
 JD2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC451712(NAD 83)
 JD2174_MARKER: DR = REFERENCE MARK DISK
 JD2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2174_STAMPING: I 3 Z NO 2 1963
 JD2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2174+STABILITY: SURFACE MOTION
 JD2174
 JD2174  HISTORY     - Date     Condition        Report By
 JD2174  HISTORY     - 1963     MONUMENTED       CGS
 JD2174
 JD2174                          STATION DESCRIPTION
 JD2174
 JD2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2174'3.7 MI E FROM LEETON.
 JD2174'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2174'AT LEETON, THENCE 3.6 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2174'IN S 24, R 24 W, T 44 N, 136.0 FEET SOUTHWEST OF R.M. 1, 59.5
 JD2174'FEET SOUTHWEST OF THE STATION MARK, 1.0 FOOT EAST OF A
 JD2174'NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE POST
 JD2174'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2186 ***********************************************************************
 JD2186  DESIGNATION -  I 4 B 1
 JD2186  PID         -  JD2186
 JD2186  STATE/COUNTY-  MO/HENRY
 JD2186  USGS QUAD   -  LEETON (1981)
 JD2186
 JD2186                         *CURRENT SURVEY CONTROL
 JD2186  ___________________________________________________________________
 JD2186* NAD 83(1986)-  38 31 32.     (N)    093 39 38.     (W)     SCALED    
 JD2186* NAVD 88     -       257.402  (meters)     844.49   (feet)  ADJUSTED  
 JD2186  ___________________________________________________________________
 JD2186  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JD2186  DYNAMIC HT  -         257.224 (meters)     843.91  (feet)  COMP
 JD2186  MODELED GRAV-     979,930.2   (mgal)                       NAVD 88
 JD2186
 JD2186  VERT ORDER  -  SECOND    CLASS 0
 JD2186
 JD2186.The horizontal coordinates were scaled from a topographic map and have
 JD2186.an estimated accuracy of +/- 6 seconds.
 JD2186
 JD2186.The orthometric height was determined by differential leveling
 JD2186.and adjusted by the National Geodetic Survey in June 1991..
 JD2186
 JD2186.The geoid height was determined by GEOID03.
 JD2186
 JD2186.The dynamic height is computed by dividing the NAVD 88
 JD2186.geopotential number by the normal gravity value computed on the
 JD2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2186.degrees latitude (g = 980.6199 gals.).
 JD2186
 JD2186.The modeled gravity was interpolated from observed gravity values.
 JD2186
 JD2186;                    North         East    Units  Estimated Accuracy
 JD2186;SPC MO W     -   262,120.      923,200.      MT  (+/- 180 meters Scaled)
 JD2186
 JD2186                          SUPERSEDED SURVEY CONTROL
 JD2186
 JD2186  NGVD 29 (??/??/92)  257.29   (m)          844.1    (f) COMPUTED    2 0
 JD2186
 JD2186.Superseded values are not recommended for survey control.
 JD2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2186.See file dsdata.txt to determine how the superseded data were derived.
 JD2186
 JD2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC424643(NAD 83)
 JD2186_MARKER: Z = SEE DESCRIPTION
 JD2186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2186_SP_SET: TRIBRACH
 JD2186_STAMPING: I 4 B 1
 JD2186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2186
 JD2186  HISTORY     - Date     Condition        Report By
 JD2186  HISTORY     - UNK      MONUMENTED       DOD
 JD2186  HISTORY     - 1963     GOOD             NGS
 JD2186
 JD2186                          STATION DESCRIPTION
 JD2186
 JD2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2186'7.4 MI SE FROM LEETON.
 JD2186'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2186'AT LEETON, THENCE 2.1 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2186'THENCE 3.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.5
 JD2186'MILE EAST ALONG STATE HIGHWAY 2, THENCE 1.15 MILES SOUTH ALONG
 JD2186'PAVED STATE ROAD J, THENCE 0.6 MILE SOUTHWEST ACROSS A PASTURE,
 JD2186'IN S 10, R 25 W, T 43 N, ON THE WEST SLOPE OF A SLIGHT RISE,
 JD2186'ABOUT 150 YARDS WEST OF A NORTH-SOUTH FENCE, ABOUT 143 YARDS
 JD2186'NORTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 JD2186'WITH TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER OF THE
 JD2186'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2185 ***********************************************************************
 JD2185  DESIGNATION -  I 4 B 2
 JD2185  PID         -  JD2185
 JD2185  STATE/COUNTY-  MO/HENRY
 JD2185  USGS QUAD   -  LEETON (1981)
 JD2185
 JD2185                         *CURRENT SURVEY CONTROL
 JD2185  ___________________________________________________________________
 JD2185* NAD 83(1986)-  38 31 34.     (N)    093 39 24.     (W)     SCALED    
 JD2185* NAVD 88     -       257.945  (meters)     846.27   (feet)  ADJUSTED  
 JD2185  ___________________________________________________________________
 JD2185  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JD2185  DYNAMIC HT  -         257.766 (meters)     845.69  (feet)  COMP
 JD2185  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 JD2185
 JD2185  VERT ORDER  -  SECOND    CLASS 0
 JD2185
 JD2185.The horizontal coordinates were scaled from a topographic map and have
 JD2185.an estimated accuracy of +/- 6 seconds.
 JD2185
 JD2185.The orthometric height was determined by differential leveling
 JD2185.and adjusted by the National Geodetic Survey in June 1991..
 JD2185
 JD2185.The geoid height was determined by GEOID03.
 JD2185
 JD2185.The dynamic height is computed by dividing the NAVD 88
 JD2185.geopotential number by the normal gravity value computed on the
 JD2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2185.degrees latitude (g = 980.6199 gals.).
 JD2185
 JD2185.The modeled gravity was interpolated from observed gravity values.
 JD2185
 JD2185;                    North         East    Units  Estimated Accuracy
 JD2185;SPC MO W     -   262,180.      923,540.      MT  (+/- 180 meters Scaled)
 JD2185
 JD2185                          SUPERSEDED SURVEY CONTROL
 JD2185
 JD2185  NGVD 29 (??/??/92)  257.83   (m)          845.9    (f) COMPUTED    2 0
 JD2185
 JD2185.Superseded values are not recommended for survey control.
 JD2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2185.See file dsdata.txt to determine how the superseded data were derived.
 JD2185
 JD2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC427643(NAD 83)
 JD2185_MARKER: Z = SEE DESCRIPTION
 JD2185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2185_SP_SET: TRIBRACH
 JD2185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2185
 JD2185  HISTORY     - Date     Condition        Report By
 JD2185  HISTORY     - UNK      MONUMENTED       DOD
 JD2185  HISTORY     - 1963     GOOD             NGS
 JD2185
 JD2185                          STATION DESCRIPTION
 JD2185
 JD2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2185'7.2 MI SE FROM LEETON.
 JD2185'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2185'AT LEETON, THENCE 2.1 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2185'THENCE 3.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.5
 JD2185'MILE EAST ALONG STATE HIGHWAY 2, THENCE 1.15 MILES SOUTH ALONG
 JD2185'PAVED STATE ROAD J, THENCE 0.4 MILE SOUTHWEST ACROSS A PASTURE,
 JD2185'ON THE SOUTH SLOPE OF A SMALL HILL, IN S 10, R 25 W, T 43 N,
 JD2185'NEAR THE CENTER OF THE PASTURE, ABOUT 150 YARDS NORTH OF AN
 JD2185'EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 JD2185'TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH
 JD2185'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2187 ***********************************************************************
 JD2187  DESIGNATION -  I 4 Z
 JD2187  PID         -  JD2187
 JD2187  STATE/COUNTY-  MO/HENRY
 JD2187  USGS QUAD   -  LEETON (1981)
 JD2187
 JD2187                         *CURRENT SURVEY CONTROL
 JD2187  ___________________________________________________________________
 JD2187* NAD 83(1986)-  38 31 44.     (N)    093 39 03.     (W)     SCALED    
 JD2187* NAVD 88     -       269.858  (meters)     885.36   (feet)  ADJUSTED  
 JD2187  ___________________________________________________________________
 JD2187  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD2187  DYNAMIC HT  -         269.671 (meters)     884.75  (feet)  COMP
 JD2187  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 JD2187
 JD2187  VERT ORDER  -  SECOND    CLASS 0
 JD2187
 JD2187.The horizontal coordinates were scaled from a topographic map and have
 JD2187.an estimated accuracy of +/- 6 seconds.
 JD2187
 JD2187.The orthometric height was determined by differential leveling
 JD2187.and adjusted by the National Geodetic Survey in June 1991..
 JD2187
 JD2187.The geoid height was determined by GEOID03.
 JD2187
 JD2187.The dynamic height is computed by dividing the NAVD 88
 JD2187.geopotential number by the normal gravity value computed on the
 JD2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2187.degrees latitude (g = 980.6199 gals.).
 JD2187
 JD2187.The modeled gravity was interpolated from observed gravity values.
 JD2187
 JD2187;                    North         East    Units  Estimated Accuracy
 JD2187;SPC MO W     -   262,500.      924,040.      MT  (+/- 180 meters Scaled)
 JD2187
 JD2187                          SUPERSEDED SURVEY CONTROL
 JD2187
 JD2187  NGVD 29 (??/??/92)  269.74   (m)          885.0    (f) COMPUTED    2 0
 JD2187
 JD2187.Superseded values are not recommended for survey control.
 JD2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2187.See file dsdata.txt to determine how the superseded data were derived.
 JD2187
 JD2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC432647(NAD 83)
 JD2187_MARKER: DS = TRIANGULATION STATION DISK
 JD2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2187_STAMPING: I 4 Z 1963
 JD2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2187+STABILITY: SURFACE MOTION
 JD2187
 JD2187  HISTORY     - Date     Condition        Report By
 JD2187  HISTORY     - 1963     MONUMENTED       CGS
 JD2187
 JD2187                          STATION DESCRIPTION
 JD2187
 JD2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2187'6.8 MI SE FROM LEETON.
 JD2187'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2187'AT LEETON, THENCE 2.1 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2187'THENCE 3.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.5
 JD2187'MILE EAST ALONG STATE HIGHWAY 2, THENCE 1.15 MILES SOUTH ALONG
 JD2187'PAVED STATE ROAD J, IN S 11, R 25 W, T 43 N, 41.0 FEET WEST OF
 JD2187'THE CENTERLINE OF THE ROAD, 53.5 FEET SOUTHWEST OF R.M. 2, 45.0
 JD2187'FEET EAST OF R.M. 1, 10.0 FEET WEST OF THE SOUTHEAST CORNER
 JD2187'OF THE PLEASANT VIEW SCHOOLYARD, 101.5 FEET SOUTHEAST OF THE
 JD2187'SOUTHEAST CORNER OF THE SCHOOL BUILDING, ABOUT 3 FEET ABOVE
 JD2187'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD2187'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2188 ***********************************************************************
 JD2188  DESIGNATION -  I 4 Z RM 1
 JD2188  PID         -  JD2188
 JD2188  STATE/COUNTY-  MO/HENRY
 JD2188  USGS QUAD   -  LEETON (1981)
 JD2188
 JD2188                         *CURRENT SURVEY CONTROL
 JD2188  ___________________________________________________________________
 JD2188* NAD 83(1986)-  38 31 44.     (N)    093 39 02.     (W)     SCALED    
 JD2188* NAVD 88     -       269.834  (meters)     885.28   (feet)  ADJUSTED  
 JD2188  ___________________________________________________________________
 JD2188  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD2188  DYNAMIC HT  -         269.648 (meters)     884.67  (feet)  COMP
 JD2188  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 JD2188
 JD2188  VERT ORDER  -  SECOND    CLASS 0
 JD2188
 JD2188.The horizontal coordinates were scaled from a topographic map and have
 JD2188.an estimated accuracy of +/- 6 seconds.
 JD2188
 JD2188.The orthometric height was determined by differential leveling
 JD2188.and adjusted by the National Geodetic Survey in June 1991..
 JD2188
 JD2188.The geoid height was determined by GEOID03.
 JD2188
 JD2188.The dynamic height is computed by dividing the NAVD 88
 JD2188.geopotential number by the normal gravity value computed on the
 JD2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2188.degrees latitude (g = 980.6199 gals.).
 JD2188
 JD2188.The modeled gravity was interpolated from observed gravity values.
 JD2188
 JD2188;                    North         East    Units  Estimated Accuracy
 JD2188;SPC MO W     -   262,500.      924,070.      MT  (+/- 180 meters Scaled)
 JD2188
 JD2188                          SUPERSEDED SURVEY CONTROL
 JD2188
 JD2188  NGVD 29 (??/??/92)  269.72   (m)          884.9    (f) COMPUTED    2 0
 JD2188
 JD2188.Superseded values are not recommended for survey control.
 JD2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2188.See file dsdata.txt to determine how the superseded data were derived.
 JD2188
 JD2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC432647(NAD 83)
 JD2188_MARKER: DR = REFERENCE MARK DISK
 JD2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2188_STAMPING: I 4 Z NO 1 1963
 JD2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2188+STABILITY: SURFACE MOTION
 JD2188
 JD2188  HISTORY     - Date     Condition        Report By
 JD2188  HISTORY     - 1963     MONUMENTED       CGS
 JD2188
 JD2188                          STATION DESCRIPTION
 JD2188
 JD2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2188'6.8 MI SE FROM LEETON.
 JD2188'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2188'AT LEETON, THENCE 2.1 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2188'THENCE 3.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE
 JD2188'0.5 MILE EAST ALONG STATE HIGHWAY 2, THENCE 1.15 MILES SOUTH
 JD2188'ALONG PAVED STATE ROAD J, IN S 11, R 25 W, T 43 N, 76.0 FEET
 JD2188'SOUTHWEST OF R.M. 2, 45.0 FEET WEST OF THE STATION MARK, 1.0
 JD2188'FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 JD2188'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2189 ***********************************************************************
 JD2189  DESIGNATION -  I 4 Z RM 2
 JD2189  PID         -  JD2189
 JD2189  STATE/COUNTY-  MO/HENRY
 JD2189  USGS QUAD   -  LEETON (1981)
 JD2189
 JD2189                         *CURRENT SURVEY CONTROL
 JD2189  ___________________________________________________________________
 JD2189* NAD 83(1986)-  38 31 44.     (N)    093 39 03.     (W)     SCALED    
 JD2189* NAVD 88     -       270.114  (meters)     886.20   (feet)  ADJUSTED  
 JD2189  ___________________________________________________________________
 JD2189  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD2189  DYNAMIC HT  -         269.927 (meters)     885.59  (feet)  COMP
 JD2189  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 JD2189
 JD2189  VERT ORDER  -  SECOND    CLASS 0
 JD2189
 JD2189.The horizontal coordinates were scaled from a topographic map and have
 JD2189.an estimated accuracy of +/- 6 seconds.
 JD2189
 JD2189.The orthometric height was determined by differential leveling
 JD2189.and adjusted by the National Geodetic Survey in June 1991..
 JD2189
 JD2189.The geoid height was determined by GEOID03.
 JD2189
 JD2189.The dynamic height is computed by dividing the NAVD 88
 JD2189.geopotential number by the normal gravity value computed on the
 JD2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2189.degrees latitude (g = 980.6199 gals.).
 JD2189
 JD2189.The modeled gravity was interpolated from observed gravity values.
 JD2189
 JD2189;                    North         East    Units  Estimated Accuracy
 JD2189;SPC MO W     -   262,500.      924,040.      MT  (+/- 180 meters Scaled)
 JD2189
 JD2189                          SUPERSEDED SURVEY CONTROL
 JD2189
 JD2189  NGVD 29 (??/??/92)  270.00   (m)          885.8    (f) COMPUTED    2 0
 JD2189
 JD2189.Superseded values are not recommended for survey control.
 JD2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2189.See file dsdata.txt to determine how the superseded data were derived.
 JD2189
 JD2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC432647(NAD 83)
 JD2189_MARKER: DR = REFERENCE MARK DISK
 JD2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2189_STAMPING: I 4 Z NO 2 1963
 JD2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2189+STABILITY: SURFACE MOTION
 JD2189
 JD2189  HISTORY     - Date     Condition        Report By
 JD2189  HISTORY     - 1963     MONUMENTED       CGS
 JD2189
 JD2189                          STATION DESCRIPTION
 JD2189
 JD2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2189'6.8 MI SE FROM LEETON.
 JD2189'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2189'AT LEETON, THENCE 2.1 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2189'THENCE 3.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.5
 JD2189'MILE EAST ALONG STATE HIGHWAY 2, THENCE 1.15 MILES SOUTH ALONG
 JD2189'PAVED STATE ROAD J, IN S 11, R 25 W, T 43 N, 76.0 FEET NORTHEAST
 JD2189'OF R.M. 1, 55.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JD2189'PLEASANT VIEW SCHOOL BUILDING, 53.5 FEET NORTHEAST OF THE
 JD2189'STATION MARK, 1.0 FOOT WEST OF A NORTH-SOUTH FENCE, 32 FEET
 JD2189'WEST OF THE CENTERLINE OF THE ROAD, ABOUT 4 FEET ABOVE THE LEVEL
 JD2189'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD2189'0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1458 ***********************************************************************
 JD1458  DESIGNATION -  I 5 B 1
 JD1458  PID         -  JD1458
 JD1458  STATE/COUNTY-  MO/HENRY
 JD1458  USGS QUAD   -  CALHOUN EAST (1981)
 JD1458
 JD1458                         *CURRENT SURVEY CONTROL
 JD1458  ___________________________________________________________________
 JD1458* NAD 83(1986)-  38 29 53.     (N)    093 35 11.     (W)     SCALED    
 JD1458* NAVD 88     -       252.629  (meters)     828.83   (feet)  ADJUSTED  
 JD1458  ___________________________________________________________________
 JD1458  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JD1458  DYNAMIC HT  -         252.453 (meters)     828.26  (feet)  COMP
 JD1458  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 JD1458
 JD1458  VERT ORDER  -  SECOND    CLASS 0
 JD1458
 JD1458.The horizontal coordinates were scaled from a topographic map and have
 JD1458.an estimated accuracy of +/- 6 seconds.
 JD1458
 JD1458.The orthometric height was determined by differential leveling
 JD1458.and adjusted by the National Geodetic Survey in June 1991..
 JD1458
 JD1458.The geoid height was determined by GEOID03.
 JD1458
 JD1458.The dynamic height is computed by dividing the NAVD 88
 JD1458.geopotential number by the normal gravity value computed on the
 JD1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1458.degrees latitude (g = 980.6199 gals.).
 JD1458
 JD1458.The modeled gravity was interpolated from observed gravity values.
 JD1458
 JD1458;                    North         East    Units  Estimated Accuracy
 JD1458;SPC MO W     -   259,130.      929,700.      MT  (+/- 180 meters Scaled)
 JD1458
 JD1458                          SUPERSEDED SURVEY CONTROL
 JD1458
 JD1458  NGVD 29 (??/??/92)  252.51   (m)          828.4    (f) COMPUTED    2 0
 JD1458
 JD1458.Superseded values are not recommended for survey control.
 JD1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1458.See file dsdata.txt to determine how the superseded data were derived.
 JD1458
 JD1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC488612(NAD 83)
 JD1458_MARKER: DZ = AZIMUTH MARK DISK
 JD1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1458+STABILITY: SURFACE MOTION
 JD1458
 JD1458  HISTORY     - Date     Condition        Report By
 JD1458  HISTORY     - UNK      MONUMENTED       DOD
 JD1458  HISTORY     - 1963     GOOD             NGS
 JD1458
 JD1458                          STATION DESCRIPTION
 JD1458
 JD1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1458'3.6 MI NE FROM CALHOUN.
 JD1458'ABOUT 1.25 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1458'RAILWAY FROM THE STATION AT CALHOUN TO STATE HIGHWAY 52 OVERPASS,
 JD1458'THENCE 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 52, THENCE 0.2
 JD1458'MILE WEST ALONG A GRAVELED ROAD, 195 FEET SOUTHEAST OF A LONE
 JD1458'48-INCH ELM TREE, 62 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JD1458'30 FEET NORTH OF A FENCE, AND THE TOP SURFACE OVER THE CENTER
 JD1458'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP
 JD1458'OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1459 ***********************************************************************
 JD1459  DESIGNATION -  I 5 B 2
 JD1459  PID         -  JD1459
 JD1459  STATE/COUNTY-  MO/HENRY
 JD1459  USGS QUAD   -  CALHOUN EAST (1981)
 JD1459
 JD1459                         *CURRENT SURVEY CONTROL
 JD1459  ___________________________________________________________________
 JD1459* NAD 83(1986)-  38 29 59.     (N)    093 35 24.     (W)     SCALED    
 JD1459* NAVD 88     -       249.678  (meters)     819.15   (feet)  ADJUSTED  
 JD1459  ___________________________________________________________________
 JD1459  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JD1459  DYNAMIC HT  -         249.504 (meters)     818.58  (feet)  COMP
 JD1459  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 JD1459
 JD1459  VERT ORDER  -  SECOND    CLASS 0
 JD1459
 JD1459.The horizontal coordinates were scaled from a topographic map and have
 JD1459.an estimated accuracy of +/- 6 seconds.
 JD1459
 JD1459.The orthometric height was determined by differential leveling
 JD1459.and adjusted by the National Geodetic Survey in June 1991..
 JD1459
 JD1459.The geoid height was determined by GEOID03.
 JD1459
 JD1459.The dynamic height is computed by dividing the NAVD 88
 JD1459.geopotential number by the normal gravity value computed on the
 JD1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1459.degrees latitude (g = 980.6199 gals.).
 JD1459
 JD1459.The modeled gravity was interpolated from observed gravity values.
 JD1459
 JD1459;                    North         East    Units  Estimated Accuracy
 JD1459;SPC MO W     -   259,310.      929,380.      MT  (+/- 180 meters Scaled)
 JD1459
 JD1459                          SUPERSEDED SURVEY CONTROL
 JD1459
 JD1459  NGVD 29 (??/??/92)  249.56   (m)          818.8    (f) COMPUTED    2 0
 JD1459
 JD1459.Superseded values are not recommended for survey control.
 JD1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1459.See file dsdata.txt to determine how the superseded data were derived.
 JD1459
 JD1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC485614(NAD 83)
 JD1459_MARKER: DZ = AZIMUTH MARK DISK
 JD1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1459+STABILITY: SURFACE MOTION
 JD1459
 JD1459  HISTORY     - Date     Condition        Report By
 JD1459  HISTORY     - UNK      MONUMENTED       DOD
 JD1459  HISTORY     - 1963     GOOD             NGS
 JD1459
 JD1459                          STATION DESCRIPTION
 JD1459
 JD1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1459'4 MI NE FROM CALHOUN.
 JD1459'ABOUT 1.25 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1459'RAILWAY FROM THE STATION AT CALHOUN TO STATE HIGHWAY 52 OVERPASS,
 JD1459'THENCE 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 52, THENCE 0.2
 JD1459'MILE WEST ALONG A GRAVELED ROAD TO I 5 B 1, THENCE 0.3 MILES
 JD1459'NORTHWEST ACROSS A FIELD, 0.25 MILE NORTH OF A FARMHOUSE, ABOUT
 JD1459'200 FEET SOUTH OF THE SOUTH EDGE OF A WOODED AREA, AND THE
 JD1459'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JD1459'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JD1459'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1457 ***********************************************************************
 JD1457  DESIGNATION -  I 5 Z
 JD1457  PID         -  JD1457
 JD1457  STATE/COUNTY-  MO/HENRY
 JD1457  USGS QUAD   -  CALHOUN EAST (1981)
 JD1457
 JD1457                         *CURRENT SURVEY CONTROL
 JD1457  ___________________________________________________________________
 JD1457* NAD 83(1986)-  38 29 42.     (N)    093 35 09.     (W)     SCALED    
 JD1457* NAVD 88     -       252.500  (meters)     828.41   (feet)  ADJUSTED  
 JD1457  ___________________________________________________________________
 JD1457  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JD1457  DYNAMIC HT  -         252.325 (meters)     827.84  (feet)  COMP
 JD1457  MODELED GRAV-     979,927.4   (mgal)                       NAVD 88
 JD1457
 JD1457  VERT ORDER  -  SECOND    CLASS 0
 JD1457
 JD1457.The horizontal coordinates were scaled from a topographic map and have
 JD1457.an estimated accuracy of +/- 6 seconds.
 JD1457
 JD1457.The orthometric height was determined by differential leveling
 JD1457.and adjusted by the National Geodetic Survey in June 1991..
 JD1457
 JD1457.The geoid height was determined by GEOID03.
 JD1457
 JD1457.The dynamic height is computed by dividing the NAVD 88
 JD1457.geopotential number by the normal gravity value computed on the
 JD1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1457.degrees latitude (g = 980.6199 gals.).
 JD1457
 JD1457.The modeled gravity was interpolated from observed gravity values.
 JD1457
 JD1457;                    North         East    Units  Estimated Accuracy
 JD1457;SPC MO W     -   258,790.      929,750.      MT  (+/- 180 meters Scaled)
 JD1457
 JD1457                          SUPERSEDED SURVEY CONTROL
 JD1457
 JD1457  NGVD 29 (??/??/92)  252.38   (m)          828.0    (f) COMPUTED    2 0
 JD1457
 JD1457.Superseded values are not recommended for survey control.
 JD1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1457.See file dsdata.txt to determine how the superseded data were derived.
 JD1457
 JD1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC489609(NAD 83)
 JD1457_MARKER: DB = BENCH MARK DISK
 JD1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1457_STAMPING: I 5 Z 1963
 JD1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1457+STABILITY: SURFACE MOTION
 JD1457
 JD1457  HISTORY     - Date     Condition        Report By
 JD1457  HISTORY     - 1963     MONUMENTED       CGS
 JD1457
 JD1457                          STATION DESCRIPTION
 JD1457
 JD1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1457'3.2 MI NE FROM CALHOUN.
 JD1457'ABOUT 1.25 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1457'RAILWAY FROM THE STATION AT CALHOUN TO STATE HIGHWAY 52 OVERPASS,
 JD1457'THENCE 1.95 MILES NORTHEAST ALONG STATE HIGHWAY 52, 0.25 MILE
 JD1457'SOUTHWEST OF A ROAD JUNCTION AND FARMHOUSE ON THE INSIDE OF A
 JD1457'CURVE, 46 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JD1457'33 1/2 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 1125, 11 FEET
 JD1457'SOUTHEAST OF A FENCE, 11.0 FEET SOUTHEAST OF A METAL WITNESS
 JD1457'POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 18 INCHES
 JD1457'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1464 ***********************************************************************
 JD1464  DESIGNATION -  I 6 B 1
 JD1464  PID         -  JD1464
 JD1464  STATE/COUNTY-  MO/HENRY
 JD1464  USGS QUAD   -  CALHOUN WEST (1981)
 JD1464
 JD1464                         *CURRENT SURVEY CONTROL
 JD1464  ___________________________________________________________________
 JD1464* NAD 83(1986)-  38 27 05.     (N)    093 39 53.     (W)     SCALED    
 JD1464* NAVD 88     -       249.478  (meters)     818.50   (feet)  ADJUSTED  
 JD1464  ___________________________________________________________________
 JD1464  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JD1464  DYNAMIC HT  -         249.307 (meters)     817.93  (feet)  COMP
 JD1464  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 JD1464
 JD1464  VERT ORDER  -  SECOND    CLASS 0
 JD1464
 JD1464.The horizontal coordinates were scaled from a topographic map and have
 JD1464.an estimated accuracy of +/- 6 seconds.
 JD1464
 JD1464.The orthometric height was determined by differential leveling
 JD1464.and adjusted by the National Geodetic Survey in June 1991..
 JD1464
 JD1464.The geoid height was determined by GEOID03.
 JD1464
 JD1464.The dynamic height is computed by dividing the NAVD 88
 JD1464.geopotential number by the normal gravity value computed on the
 JD1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1464.degrees latitude (g = 980.6199 gals.).
 JD1464
 JD1464.The modeled gravity was interpolated from observed gravity values.
 JD1464
 JD1464;                    North         East    Units  Estimated Accuracy
 JD1464;SPC MO W     -   253,880.      922,910.      MT  (+/- 180 meters Scaled)
 JD1464
 JD1464                          SUPERSEDED SURVEY CONTROL
 JD1464
 JD1464  NGVD 29 (??/??/92)  249.37   (m)          818.1    (f) COMPUTED    2 0
 JD1464
 JD1464.Superseded values are not recommended for survey control.
 JD1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1464.See file dsdata.txt to determine how the superseded data were derived.
 JD1464
 JD1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC419561(NAD 83)
 JD1464_MARKER: DZ = AZIMUTH MARK DISK
 JD1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1464+STABILITY: SURFACE MOTION
 JD1464
 JD1464  HISTORY     - Date     Condition        Report By
 JD1464  HISTORY     - UNK      MONUMENTED       DOD
 JD1464  HISTORY     - 1963     GOOD             NGS
 JD1464
 JD1464                          STATION DESCRIPTION
 JD1464
 JD1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1464'2.4 MI SW FROM CALHOUN.
 JD1464'ABOUT 2.45 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1464'RAILWAY FROM THE STATION AT CALHOUN, 0.1 OR 3 POLES NORTHEAST
 JD1464'OF MILE POST 258, SOUTHEAST OF AND ACROSS THE TRACK AND STATE
 JD1464'HIGHWAY 52 FROM A LARGE BRICK HOUSE AND WHITE BARN, 158 FEET
 JD1464'SOUTHEAST OF SOUTHEAST RAIL, 79 FEET SOUTHEAST OF THE CENTER
 JD1464'LINE OF THE HIGHWAY, 20 FEET SOUTHEAST OF A FENCE, AND THE
 JD1464'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JD1464'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JD1464'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1465 ***********************************************************************
 JD1465  DESIGNATION -  I 6 B 2
 JD1465  PID         -  JD1465
 JD1465  STATE/COUNTY-  MO/HENRY
 JD1465  USGS QUAD   -  CALHOUN WEST (1981)
 JD1465
 JD1465                         *CURRENT SURVEY CONTROL
 JD1465  ___________________________________________________________________
 JD1465* NAD 83(1986)-  38 26 56.     (N)    093 39 46.     (W)     SCALED    
 JD1465* NAVD 88     -       253.661  (meters)     832.22   (feet)  ADJUSTED  
 JD1465  ___________________________________________________________________
 JD1465  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JD1465  DYNAMIC HT  -         253.487 (meters)     831.65  (feet)  COMP
 JD1465  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JD1465
 JD1465  VERT ORDER  -  SECOND    CLASS 0
 JD1465
 JD1465.The horizontal coordinates were scaled from a topographic map and have
 JD1465.an estimated accuracy of +/- 6 seconds.
 JD1465
 JD1465.The orthometric height was determined by differential leveling
 JD1465.and adjusted by the National Geodetic Survey in June 1991..
 JD1465
 JD1465.The geoid height was determined by GEOID03.
 JD1465
 JD1465.The dynamic height is computed by dividing the NAVD 88
 JD1465.geopotential number by the normal gravity value computed on the
 JD1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1465.degrees latitude (g = 980.6199 gals.).
 JD1465
 JD1465.The modeled gravity was interpolated from observed gravity values.
 JD1465
 JD1465;                    North         East    Units  Estimated Accuracy
 JD1465;SPC MO W     -   253,610.      923,080.      MT  (+/- 180 meters Scaled)
 JD1465
 JD1465                          SUPERSEDED SURVEY CONTROL
 JD1465
 JD1465  NGVD 29 (??/??/92)  253.55   (m)          831.9    (f) COMPUTED    2 0
 JD1465
 JD1465.Superseded values are not recommended for survey control.
 JD1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1465.See file dsdata.txt to determine how the superseded data were derived.
 JD1465
 JD1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC421558(NAD 83)
 JD1465_MARKER: DZ = AZIMUTH MARK DISK
 JD1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1465+STABILITY: SURFACE MOTION
 JD1465
 JD1465  HISTORY     - Date     Condition        Report By
 JD1465  HISTORY     - UNK      MONUMENTED       DOD
 JD1465  HISTORY     - 1963     GOOD             NGS
 JD1465
 JD1465                          STATION DESCRIPTION
 JD1465
 JD1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1465'2.7 MI SW FROM CALHOUN.
 JD1465'ABOUT 2.45 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1465'RAILWAY FROM THE STATION AT CALHOUN TO BENCH MARK 245, THENCE
 JD1465'0.25 MILES SOUTHEAST ACROSS COUNTRY, ABOUT 350 FEET SOUTHWEST
 JD1465'OF A SMALL STOCK POND, AND THE TOP SURFACE OVER THE CENTER HOLE
 JD1465'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 JD1465'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2686 ***********************************************************************
 JD2686  DESIGNATION -  I 6 J R
 JD2686  PID         -  JD2686
 JD2686  STATE/COUNTY-  MO/HICKORY
 JD2686  USGS QUAD   -  CROSS TIMBERS (1960)
 JD2686
 JD2686                         *CURRENT SURVEY CONTROL
 JD2686  ___________________________________________________________________
 JD2686* NAD 83(1997)-  38 00 06.49797(N)    093 12 49.99521(W)     ADJUSTED  
 JD2686* NAVD 88     -       319.87   (+/-2cm)    1049.4    (feet)  VERTCON   
 JD2686  ___________________________________________________________________
 JD2686  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 JD2686  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JD2686
 JD2686  HORZ ORDER  -  SECOND
 JD2686  VERT ORDER  -  THIRD ? (See Below)
 JD2686
 JD2686.The horizontal coordinates were established by classical geodetic methods
 JD2686.and adjusted by the National Geodetic Survey in February 2000..
 JD2686
 JD2686.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2686.The vertical order pertains to the NGVD 29 superseded value.
 JD2686
 JD2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2686
 JD2686.The geoid height was determined by GEOID03.
 JD2686
 JD2686;                    North         East     Units Scale Factor Converg.
 JD2686;SPC MO C     -   240,873.053   437,302.819   MT  0.99998173   -0 26 22.4
 JD2686;UTM  15      - 4,206,036.867   481,221.693   MT  0.99960434   -0 07 54.1
 JD2686
 JD2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2686!SPC MO C     -   0.99995474  x   0.99998173  =   0.99993647
 JD2686!UTM  15      -   0.99995474  x   0.99960434  =   0.99955910
 JD2686
 JD2686                          SUPERSEDED SURVEY CONTROL
 JD2686
 JD2686  NAD 83(1997)-  38 00 06.50608(N)    093 12 49.99529(W) AD(       ) 2
 JD2686  NAD 83(1986)-  38 00 06.50855(N)    093 12 49.99470(W) AD(       ) 2
 JD2686  NAD 27      -  38 00 06.39600(N)    093 12 49.28800(W) AD(       ) 2
 JD2686  NGVD 29 (07/19/86)  319.76   (m)         1049.1    (f) LEVELING    3  
 JD2686
 JD2686.Superseded values are not recommended for survey control.
 JD2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2686.See file dsdata.txt to determine how the superseded data were derived.
 JD2686
 JD2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8122206037(NAD 83)
 JD2686_MARKER: DB = BENCH MARK DISK
 JD2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2686+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2004
 JD2686
 JD2686  HISTORY     - Date     Condition        Report By
 JD2686  HISTORY     - 1947     MONUMENTED       USGS
 JD2686  HISTORY     - 20040220 GOOD             INDIV
 JD2686
 JD2686                          STATION DESCRIPTION
 JD2686
 JD2686'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JD2686'U.S.G.S. BM I 6 JR 1934 IS A STANDARD
 JD2686'BM DISK CEMENTED IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 JD2686'PROJECTING 5 INCHES.  IT IS 41 FEET EAST OF CENTER OF U.S. HIGHWAY
 JD2686'NO. 65 AND 8 FEET SOUTH OF A POWER LINE POLE.  IT IS STAMPED
 JD2686'BM 1050 I 6 JR 1934.
 JD2686'
 JD2686'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 54
 JD2686'AND NO. 65, 0.5 MILE EAST OF PRESTON, GO NORTH ON U.S. HIGHWAY
 JD2686'NO. 65 FOR 4.4 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 JD2686
 JD2686                          STATION RECOVERY (2004)
 JD2686
 JD2686'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JAM)
 JD2686'1.8 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE INTERSECTION OF STATE
 JD2686'ROUTE P IN CROSS TIMBERS, HICKORY COUNTY. AT THE SOUTHEAST CORNER OF
 JD2686'THE ITS INTERSECTION WITH COUNTY ROAD 381, 41 FEET NORTHEAST OF THE
 JD2686'CENTERLINE OF HIGHWAY 65 AND 8 FEET SOUTH OF A POWER POLE, PLACED IN A
 JD2686'NORTH AND SOUTH FENCE LINE. A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 JD2686'STAMPED BM 1050 I 6 JR 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1466 ***********************************************************************
 JD1466  DESIGNATION -  I 6 Z
 JD1466  PID         -  JD1466
 JD1466  STATE/COUNTY-  MO/HENRY
 JD1466  USGS QUAD   -  CALHOUN WEST (1981)
 JD1466
 JD1466                         *CURRENT SURVEY CONTROL
 JD1466  ___________________________________________________________________
 JD1466* NAD 83(1986)-  38 27 09.     (N)    093 40 08.     (W)     SCALED    
 JD1466* NAVD 88     -       256.300  (meters)     840.88   (feet)  ADJUSTED  
 JD1466  ___________________________________________________________________
 JD1466  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JD1466  DYNAMIC HT  -         256.125 (meters)     840.30  (feet)  COMP
 JD1466  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 JD1466
 JD1466  VERT ORDER  -  SECOND    CLASS 0
 JD1466
 JD1466.The horizontal coordinates were scaled from a topographic map and have
 JD1466.an estimated accuracy of +/- 6 seconds.
 JD1466
 JD1466.The orthometric height was determined by differential leveling
 JD1466.and adjusted by the National Geodetic Survey in June 1991..
 JD1466
 JD1466.The geoid height was determined by GEOID03.
 JD1466
 JD1466.The dynamic height is computed by dividing the NAVD 88
 JD1466.geopotential number by the normal gravity value computed on the
 JD1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1466.degrees latitude (g = 980.6199 gals.).
 JD1466
 JD1466.The modeled gravity was interpolated from observed gravity values.
 JD1466
 JD1466;                    North         East    Units  Estimated Accuracy
 JD1466;SPC MO W     -   254,000.      922,540.      MT  (+/- 180 meters Scaled)
 JD1466
 JD1466                          SUPERSEDED SURVEY CONTROL
 JD1466
 JD1466  NGVD 29 (??/??/92)  256.19   (m)          840.5    (f) COMPUTED    2 0
 JD1466
 JD1466.Superseded values are not recommended for survey control.
 JD1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1466.See file dsdata.txt to determine how the superseded data were derived.
 JD1466
 JD1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC416562(NAD 83)
 JD1466_MARKER: DB = BENCH MARK DISK
 JD1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1466_STAMPING: I 6 Z 1963
 JD1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1466+STABILITY: SURFACE MOTION
 JD1466
 JD1466  HISTORY     - Date     Condition        Report By
 JD1466  HISTORY     - 1963     MONUMENTED       CGS
 JD1466
 JD1466                          STATION DESCRIPTION
 JD1466
 JD1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1466'2.9 MI SW FROM CALHOUN.
 JD1466'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1466'RAILWAY FROM THE STATION AT CALHOUN, THENCE 0.2 MILE NORTH ALONG
 JD1466'A GRAVELED ROAD, 179 1/2 FEET SOUTH OF A 32-INCH ELM TREE
 JD1466'LOCATED IN THE FRONT YARD OF A LARGE BRICK HOUSE, 130 1/2 FEET
 JD1466'SOUTH OF A FENCE CORNER, 20 FEET EAST OF THE CENTER LINE OF THE
 JD1466'ROAD, 1 1/2 FEET WEST OF A FENCE, AND SET IN THE TOP OF A
 JD1466'CONCRETE POST 2 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1593 ***********************************************************************
 JD1593  DESIGNATION -  I 7 B 1
 JD1593  PID         -  JD1593
 JD1593  STATE/COUNTY-  MO/HENRY
 JD1593  USGS QUAD   -  GAINES (1981)
 JD1593
 JD1593                         *CURRENT SURVEY CONTROL
 JD1593  ___________________________________________________________________
 JD1593* NAD 83(1986)-  38 22 07.     (N)    093 38 05.     (W)     SCALED    
 JD1593* NAVD 88     -       254.285  (meters)     834.27   (feet)  ADJUSTED  
 JD1593  ___________________________________________________________________
 JD1593  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD1593  DYNAMIC HT  -         254.109 (meters)     833.69  (feet)  COMP
 JD1593  MODELED GRAV-     979,928.5   (mgal)                       NAVD 88
 JD1593
 JD1593  VERT ORDER  -  SECOND    CLASS 0
 JD1593
 JD1593.The horizontal coordinates were scaled from a topographic map and have
 JD1593.an estimated accuracy of +/- 6 seconds.
 JD1593
 JD1593.The orthometric height was determined by differential leveling
 JD1593.and adjusted by the National Geodetic Survey in June 1991..
 JD1593
 JD1593.The geoid height was determined by GEOID03.
 JD1593
 JD1593.The dynamic height is computed by dividing the NAVD 88
 JD1593.geopotential number by the normal gravity value computed on the
 JD1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1593.degrees latitude (g = 980.6199 gals.).
 JD1593
 JD1593.The modeled gravity was interpolated from observed gravity values.
 JD1593
 JD1593;                    North         East    Units  Estimated Accuracy
 JD1593;SPC MO W     -   244,720.      925,610.      MT  (+/- 180 meters Scaled)
 JD1593
 JD1593                          SUPERSEDED SURVEY CONTROL
 JD1593
 JD1593  NGVD 29 (??/??/92)  254.17   (m)          833.9    (f) COMPUTED    2 0
 JD1593
 JD1593.Superseded values are not recommended for survey control.
 JD1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1593.See file dsdata.txt to determine how the superseded data were derived.
 JD1593
 JD1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC445469(NAD 83)
 JD1593_MARKER: DZ = AZIMUTH MARK DISK
 JD1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1593_STAMPING: I7 B1
 JD1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1593+STABILITY: SURFACE MOTION
 JD1593
 JD1593  HISTORY     - Date     Condition        Report By
 JD1593  HISTORY     - UNK      MONUMENTED       DOD
 JD1593  HISTORY     - 1963     GOOD             NGS
 JD1593
 JD1593                          STATION DESCRIPTION
 JD1593
 JD1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1593'9.1 MI E FROM CLINTON.
 JD1593'ABOUT 0.1 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 JD1593'FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT CLINTON,
 JD1593'THENCE 1.4 MILES EAST ALONG EAST FRANKLIN STREET, THENCE 0.25
 JD1593'MILE SOUTH ALONG KRISTINE AVENUE, THENCE 6.7 MILES EAST ALONG
 JD1593'STATE HIGHWAY 7, THENCE 0.45 MILE NORTH ALONG A GRAVELED ROAD,
 JD1593'THENCE 0.2 MILE WEST-SOUTHWEST ACROSS COUNTRY, 0.1 MILE NORTH OF
 JD1593'A EAST-WEST ROW OF TREES, IN SECTION 1, T 41 N, R 25 W, ABOUT
 JD1593'350 FEET EAST OF A NORTH-SOUTH ROW OF TREES, AND THE TOP SURFACE
 JD1593'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 JD1593'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1592 ***********************************************************************
 JD1592  DESIGNATION -  I 7 B 2
 JD1592  PID         -  JD1592
 JD1592  STATE/COUNTY-  MO/HENRY
 JD1592  USGS QUAD   -  GAINES (1981)
 JD1592
 JD1592                         *CURRENT SURVEY CONTROL
 JD1592  ___________________________________________________________________
 JD1592* NAD 83(1986)-  38 22 09.     (N)    093 37 53.     (W)     SCALED    
 JD1592* NAVD 88     -       255.406  (meters)     837.94   (feet)  ADJUSTED  
 JD1592  ___________________________________________________________________
 JD1592  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JD1592  DYNAMIC HT  -         255.229 (meters)     837.36  (feet)  COMP
 JD1592  MODELED GRAV-     979,928.5   (mgal)                       NAVD 88
 JD1592
 JD1592  VERT ORDER  -  SECOND    CLASS 0
 JD1592
 JD1592.The horizontal coordinates were scaled from a topographic map and have
 JD1592.an estimated accuracy of +/- 6 seconds.
 JD1592
 JD1592.The orthometric height was determined by differential leveling
 JD1592.and adjusted by the National Geodetic Survey in June 1991..
 JD1592
 JD1592.The geoid height was determined by GEOID03.
 JD1592
 JD1592.The dynamic height is computed by dividing the NAVD 88
 JD1592.geopotential number by the normal gravity value computed on the
 JD1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1592.degrees latitude (g = 980.6199 gals.).
 JD1592
 JD1592.The modeled gravity was interpolated from observed gravity values.
 JD1592
 JD1592;                    North         East    Units  Estimated Accuracy
 JD1592;SPC MO W     -   244,780.      925,900.      MT  (+/- 180 meters Scaled)
 JD1592
 JD1592                          SUPERSEDED SURVEY CONTROL
 JD1592
 JD1592  NGVD 29 (??/??/92)  255.29   (m)          837.6    (f) COMPUTED    2 0
 JD1592
 JD1592.Superseded values are not recommended for survey control.
 JD1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1592.See file dsdata.txt to determine how the superseded data were derived.
 JD1592
 JD1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC448469(NAD 83)
 JD1592_MARKER: DZ = AZIMUTH MARK DISK
 JD1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1592_STAMPING: I7 B2
 JD1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1592+STABILITY: SURFACE MOTION
 JD1592
 JD1592  HISTORY     - Date     Condition        Report By
 JD1592  HISTORY     - UNK      MONUMENTED       DOD
 JD1592  HISTORY     - 1963     GOOD             NGS
 JD1592
 JD1592                          STATION DESCRIPTION
 JD1592
 JD1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1592'8.9 MI E FROM CLINTON.
 JD1592'ABOUT 0.1 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 JD1592'FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT CLINTON,
 JD1592'THENCE 1.4 MILES EAST ALONG EAST FRANKLIN STREET, THENCE 0.25
 JD1592'MILE SOUTH ALONG KRISTINE AVENUE, THENCE 6.7 MILES EAST ALONG
 JD1592'STATE HIGHWAY 7, THENCE 0.45 MILE NORTH ALONG A NARROW GRAVELED
 JD1592'ROAD, 44 FEET WEST OF THE CENTER LINE OF THE ROAD, AND THE TOP
 JD1592'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 JD1592'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 JD1592'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1591 ***********************************************************************
 JD1591  DESIGNATION -  I 7 B 2 AZ MK
 JD1591  PID         -  JD1591
 JD1591  STATE/COUNTY-  MO/HENRY
 JD1591  USGS QUAD   -  GAINES (1981)
 JD1591
 JD1591                         *CURRENT SURVEY CONTROL
 JD1591  ___________________________________________________________________
 JD1591* NAD 83(1986)-  38 21 51.     (N)    093 37 53.     (W)     SCALED    
 JD1591* NAVD 88     -       248.542  (meters)     815.42   (feet)  ADJUSTED  
 JD1591  ___________________________________________________________________
 JD1591  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD1591  DYNAMIC HT  -         248.369 (meters)     814.86  (feet)  COMP
 JD1591  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 JD1591
 JD1591  VERT ORDER  -  SECOND    CLASS 0
 JD1591
 JD1591.The horizontal coordinates were scaled from a topographic map and have
 JD1591.an estimated accuracy of +/- 6 seconds.
 JD1591
 JD1591.The orthometric height was determined by differential leveling
 JD1591.and adjusted by the National Geodetic Survey in June 1991..
 JD1591
 JD1591.The geoid height was determined by GEOID03.
 JD1591
 JD1591.The dynamic height is computed by dividing the NAVD 88
 JD1591.geopotential number by the normal gravity value computed on the
 JD1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1591.degrees latitude (g = 980.6199 gals.).
 JD1591
 JD1591.The modeled gravity was interpolated from observed gravity values.
 JD1591
 JD1591;                    North         East    Units  Estimated Accuracy
 JD1591;SPC MO W     -   244,230.      925,910.      MT  (+/- 180 meters Scaled)
 JD1591
 JD1591                          SUPERSEDED SURVEY CONTROL
 JD1591
 JD1591  NGVD 29 (??/??/92)  248.42   (m)          815.0    (f) COMPUTED    2 0
 JD1591
 JD1591.Superseded values are not recommended for survey control.
 JD1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1591.See file dsdata.txt to determine how the superseded data were derived.
 JD1591
 JD1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC448464(NAD 83)
 JD1591_MARKER: DZ = AZIMUTH MARK DISK
 JD1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1591_STAMPING: I7 B2 1962
 JD1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1591+STABILITY: SURFACE MOTION
 JD1591
 JD1591  HISTORY     - Date     Condition        Report By
 JD1591  HISTORY     - 1962     MONUMENTED       CGS
 JD1591  HISTORY     - 1963     GOOD             NGS
 JD1591
 JD1591                          STATION DESCRIPTION
 JD1591
 JD1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1591'8.6 MI E FROM CLINTON.
 JD1591'ABOUT 0.1 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 JD1591'FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT CLINTON,
 JD1591'THENCE 1.4 MILES EAST ALONG EAST FRANKLIN STREET, THENCE 0.25
 JD1591'MILE SOUTH ALONG KRISTINE AVENUE, THENCE 6.7 MILES EAST ALONG
 JD1591'STATE HIGHWAY 7 TO A JUNCTION OF A NARROW GRAVELED ROAD LEADING
 JD1591'NORTH, THENCE 0.1 MILE NORTH ALONG THE GRAVELED ROAD, IN SECTION
 JD1591'1, T 41 N, R 25 W, 38 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JD1591'16 FEET WEST OF A FENCE, 15.8 FEET WEST OF A METAL WITNESS POST,
 JD1591'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1641 ***********************************************************************
 JD1641  DESIGNATION -  I 8 B 1
 JD1641  PID         -  JD1641
 JD1641  STATE/COUNTY-  MO/HENRY
 JD1641  USGS QUAD   -  CLINTON NORTH (1981)
 JD1641
 JD1641                         *CURRENT SURVEY CONTROL
 JD1641  ___________________________________________________________________
 JD1641* NAD 83(1986)-  38 26 36.     (N)    093 50 12.     (W)     SCALED    
 JD1641* NAVD 88     -       256.633  (meters)     841.97   (feet)  ADJUSTED  
 JD1641  ___________________________________________________________________
 JD1641  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1641  DYNAMIC HT  -         256.457 (meters)     841.39  (feet)  COMP
 JD1641  MODELED GRAV-     979,936.3   (mgal)                       NAVD 88
 JD1641
 JD1641  VERT ORDER  -  SECOND    CLASS 0
 JD1641
 JD1641.The horizontal coordinates were scaled from a topographic map and have
 JD1641.an estimated accuracy of +/- 6 seconds.
 JD1641
 JD1641.The orthometric height was determined by differential leveling
 JD1641.and adjusted by the National Geodetic Survey in June 1991..
 JD1641
 JD1641.The geoid height was determined by GEOID03.
 JD1641
 JD1641.The dynamic height is computed by dividing the NAVD 88
 JD1641.geopotential number by the normal gravity value computed on the
 JD1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1641.degrees latitude (g = 980.6199 gals.).
 JD1641
 JD1641.The modeled gravity was interpolated from observed gravity values.
 JD1641
 JD1641;                    North         East    Units  Estimated Accuracy
 JD1641;SPC MO W     -   252,870.      907,910.      MT  (+/- 180 meters Scaled)
 JD1641
 JD1641                          SUPERSEDED SURVEY CONTROL
 JD1641
 JD1641  NGVD 29 (??/??/92)  256.51   (m)          841.6    (f) COMPUTED    2 0
 JD1641
 JD1641.Superseded values are not recommended for survey control.
 JD1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1641.See file dsdata.txt to determine how the superseded data were derived.
 JD1641
 JD1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC269553(NAD 83)
 JD1641_MARKER: DZ = AZIMUTH MARK DISK
 JD1641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1641_SP_SET: CONCRETE PEDESTAL
 JD1641_STAMPING: I 8 B 1
 JD1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1641
 JD1641  HISTORY     - Date     Condition        Report By
 JD1641  HISTORY     - UNK      MONUMENTED       DOD
 JD1641  HISTORY     - 1963     GOOD             NGS
 JD1641
 JD1641                          STATION DESCRIPTION
 JD1641
 JD1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1641'1.3 MI E FROM GARLAND.
 JD1641'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1641'BAPTIST CHURCH AT GARLAND, THENCE 0.9 MILE EAST ALONG A
 JD1641'GRAVELED COUNTY ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED
 JD1641'COUNTY ROAD, IN S 7, R 26 W, T 42 N, AT THE CREST OF A HILL,
 JD1641'60 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 25 FEET
 JD1641'EAST OF A HEDGE ROW, ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD,
 JD1641'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER
 JD1641'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1645 ***********************************************************************
 JD1645  DESIGNATION -  I 8 B 2
 JD1645  PID         -  JD1645
 JD1645  STATE/COUNTY-  MO/HENRY
 JD1645  USGS QUAD   -  CLINTON NORTH (1981)
 JD1645
 JD1645                         *CURRENT SURVEY CONTROL
 JD1645  ___________________________________________________________________
 JD1645* NAD 83(1986)-  38 26 29.     (N)    093 49 48.     (W)     SCALED    
 JD1645* NAVD 88     -       251.709  (meters)     825.82   (feet)  ADJUSTED  
 JD1645  ___________________________________________________________________
 JD1645  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1645  DYNAMIC HT  -         251.536 (meters)     825.25  (feet)  COMP
 JD1645  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 JD1645
 JD1645  VERT ORDER  -  SECOND    CLASS 0
 JD1645
 JD1645.The horizontal coordinates were scaled from a topographic map and have
 JD1645.an estimated accuracy of +/- 6 seconds.
 JD1645
 JD1645.The orthometric height was determined by differential leveling
 JD1645.and adjusted by the National Geodetic Survey in June 1991..
 JD1645
 JD1645.The geoid height was determined by GEOID03.
 JD1645
 JD1645.The dynamic height is computed by dividing the NAVD 88
 JD1645.geopotential number by the normal gravity value computed on the
 JD1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1645.degrees latitude (g = 980.6199 gals.).
 JD1645
 JD1645.The modeled gravity was interpolated from observed gravity values.
 JD1645
 JD1645;                    North         East    Units  Estimated Accuracy
 JD1645;SPC MO W     -   252,650.      908,490.      MT  (+/- 180 meters Scaled)
 JD1645
 JD1645                          SUPERSEDED SURVEY CONTROL
 JD1645
 JD1645  NGVD 29 (??/??/92)  251.59   (m)          825.4    (f) COMPUTED    2 0
 JD1645
 JD1645.Superseded values are not recommended for survey control.
 JD1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1645.See file dsdata.txt to determine how the superseded data were derived.
 JD1645
 JD1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC275551(NAD 83)
 JD1645_MARKER: DZ = AZIMUTH MARK DISK
 JD1645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1645_SP_SET: CONCRETE PEDESTAL
 JD1645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1645
 JD1645  HISTORY     - Date     Condition        Report By
 JD1645  HISTORY     - UNK      MONUMENTED       DOD
 JD1645  HISTORY     - 1963     GOOD             NGS
 JD1645
 JD1645                          STATION DESCRIPTION
 JD1645
 JD1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1645'1.5 MI E FROM GARLAND.
 JD1645'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1645'BAPTIST CHURCH AT GARLAND, THENCE 1.3 MILES EAST ALONG A
 JD1645'GRAVELED COUNTY ROAD, IN S 7, R 26 W, T 42 N, ON THE SOUTH
 JD1645'SLOPE OF A SMALL RISE, ABOUT 100 YARDS NORTH OF THE CENTERLINE
 JD1645'OF THE ROAD, ABOUT 88 YARDS NORTH OF AN EAST-WEST FENCE,
 JD1645'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER
 JD1645'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1643 ***********************************************************************
 JD1643  DESIGNATION -  I 8 Z
 JD1643  PID         -  JD1643
 JD1643  STATE/COUNTY-  MO/HENRY
 JD1643  USGS QUAD   -  CLINTON NORTH (1981)
 JD1643
 JD1643                         *CURRENT SURVEY CONTROL
 JD1643  ___________________________________________________________________
 JD1643* NAD 83(1986)-  38 26 13.     (N)    093 49 56.     (W)     SCALED    
 JD1643* NAVD 88     -       248.732  (meters)     816.05   (feet)  ADJUSTED  
 JD1643  ___________________________________________________________________
 JD1643  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1643  DYNAMIC HT  -         248.562 (meters)     815.49  (feet)  COMP
 JD1643  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 JD1643
 JD1643  VERT ORDER  -  SECOND    CLASS 0
 JD1643
 JD1643.The horizontal coordinates were scaled from a topographic map and have
 JD1643.an estimated accuracy of +/- 6 seconds.
 JD1643
 JD1643.The orthometric height was determined by differential leveling
 JD1643.and adjusted by the National Geodetic Survey in June 1991..
 JD1643
 JD1643.The geoid height was determined by GEOID03.
 JD1643
 JD1643.The dynamic height is computed by dividing the NAVD 88
 JD1643.geopotential number by the normal gravity value computed on the
 JD1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1643.degrees latitude (g = 980.6199 gals.).
 JD1643
 JD1643.The modeled gravity was interpolated from observed gravity values.
 JD1643
 JD1643;                    North         East    Units  Estimated Accuracy
 JD1643;SPC MO W     -   252,160.      908,300.      MT  (+/- 180 meters Scaled)
 JD1643
 JD1643                          SUPERSEDED SURVEY CONTROL
 JD1643
 JD1643  NGVD 29 (??/??/92)  248.616  (m)          815.67   (f) ADJ UNCH    2 0
 JD1643
 JD1643.Superseded values are not recommended for survey control.
 JD1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1643.See file dsdata.txt to determine how the superseded data were derived.
 JD1643
 JD1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC273546(NAD 83)
 JD1643_MARKER: DS = TRIANGULATION STATION DISK
 JD1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1643_STAMPING: I 8 Z 1963
 JD1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1643+STABILITY: SURFACE MOTION
 JD1643
 JD1643  HISTORY     - Date     Condition        Report By
 JD1643  HISTORY     - 1963     MONUMENTED       CGS
 JD1643
 JD1643                          STATION DESCRIPTION
 JD1643
 JD1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1643'1.7 MI SE FROM GARLAND.
 JD1643'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1643'BAPTIST CHURCH AT GARLAND, THENCE 1.2 MILES EAST ALONG A
 JD1643'GRAVELED COUNTY ROAD, THENCE 0.3 MILE SOUTH ALONG A TRACK
 JD1643'ROAD, IN S 18, R 26 W, T 42 N, ON THE CREST OF A SMALL HILL,
 JD1643'71.0 FEET SOUTH OF R.M. 1, 68.0 FEET NORTH OF R.M. 2, 14.0 FEET
 JD1643'EAST OF THE CENTERLINE OF THE TRACK ROAD, AND SET IN THE TOP OF
 JD1643'A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1642 ***********************************************************************
 JD1642  DESIGNATION -  I 8 Z RM 1
 JD1642  PID         -  JD1642
 JD1642  STATE/COUNTY-  MO/HENRY
 JD1642  USGS QUAD   -  CLINTON NORTH (1981)
 JD1642
 JD1642                         *CURRENT SURVEY CONTROL
 JD1642  ___________________________________________________________________
 JD1642* NAD 83(1986)-  38 26 14.     (N)    093 49 56.     (W)     SCALED    
 JD1642* NAVD 88     -       249.224  (meters)     817.66   (feet)  ADJUSTED  
 JD1642  ___________________________________________________________________
 JD1642  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1642  DYNAMIC HT  -         249.053 (meters)     817.10  (feet)  COMP
 JD1642  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 JD1642
 JD1642  VERT ORDER  -  SECOND    CLASS 0
 JD1642
 JD1642.The horizontal coordinates were scaled from a topographic map and have
 JD1642.an estimated accuracy of +/- 6 seconds.
 JD1642
 JD1642.The orthometric height was determined by differential leveling
 JD1642.and adjusted by the National Geodetic Survey in June 1991..
 JD1642
 JD1642.The geoid height was determined by GEOID03.
 JD1642
 JD1642.The dynamic height is computed by dividing the NAVD 88
 JD1642.geopotential number by the normal gravity value computed on the
 JD1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1642.degrees latitude (g = 980.6199 gals.).
 JD1642
 JD1642.The modeled gravity was interpolated from observed gravity values.
 JD1642
 JD1642;                    North         East    Units  Estimated Accuracy
 JD1642;SPC MO W     -   252,190.      908,300.      MT  (+/- 180 meters Scaled)
 JD1642
 JD1642                          SUPERSEDED SURVEY CONTROL
 JD1642
 JD1642  NGVD 29 (??/??/92)  249.107  (m)          817.28   (f) ADJ UNCH    2 0
 JD1642
 JD1642.Superseded values are not recommended for survey control.
 JD1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1642.See file dsdata.txt to determine how the superseded data were derived.
 JD1642
 JD1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC273546(NAD 83)
 JD1642_MARKER: DR = REFERENCE MARK DISK
 JD1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1642_STAMPING: I 8 Z NO 1 1963
 JD1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1642+STABILITY: SURFACE MOTION
 JD1642
 JD1642  HISTORY     - Date     Condition        Report By
 JD1642  HISTORY     - 1963     MONUMENTED       CGS
 JD1642
 JD1642                          STATION DESCRIPTION
 JD1642
 JD1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1642'1.7 MI SE FROM GARLAND.
 JD1642'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1642'BAPTIST CHURCH AT GARLAND, THENCE 1.2 MILES EAST ALONG A
 JD1642'GRAVELED COUNTY ROAD, THENCE 0.3 MILE SOUTH ALONG A TRACK
 JD1642'ROAD, IN S 18, R 26 W, T 42 N, 139.0 FEET NORTH OF R.M. 2, 71.0
 JD1642'FEET NORTH OF THE STATION MARK, 14.0 FEET EAST OF THE CENTERLINE
 JD1642'OF THE TRACK ROAD, 1.5 FEET WEST OF A TREE, AND SET IN THE TOP
 JD1642'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1644 ***********************************************************************
 JD1644  DESIGNATION -  I 8 Z RM 2
 JD1644  PID         -  JD1644
 JD1644  STATE/COUNTY-  MO/HENRY
 JD1644  USGS QUAD   -  CLINTON NORTH (1981)
 JD1644
 JD1644                         *CURRENT SURVEY CONTROL
 JD1644  ___________________________________________________________________
 JD1644* NAD 83(1986)-  38 26 12.     (N)    093 49 56.     (W)     SCALED    
 JD1644* NAVD 88     -       249.056  (meters)     817.11   (feet)  ADJUSTED  
 JD1644  ___________________________________________________________________
 JD1644  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1644  DYNAMIC HT  -         248.885 (meters)     816.55  (feet)  COMP
 JD1644  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 JD1644
 JD1644  VERT ORDER  -  SECOND    CLASS 0
 JD1644
 JD1644.The horizontal coordinates were scaled from a topographic map and have
 JD1644.an estimated accuracy of +/- 6 seconds.
 JD1644
 JD1644.The orthometric height was determined by differential leveling
 JD1644.and adjusted by the National Geodetic Survey in June 1991..
 JD1644
 JD1644.The geoid height was determined by GEOID03.
 JD1644
 JD1644.The dynamic height is computed by dividing the NAVD 88
 JD1644.geopotential number by the normal gravity value computed on the
 JD1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1644.degrees latitude (g = 980.6199 gals.).
 JD1644
 JD1644.The modeled gravity was interpolated from observed gravity values.
 JD1644
 JD1644;                    North         East    Units  Estimated Accuracy
 JD1644;SPC MO W     -   252,130.      908,300.      MT  (+/- 180 meters Scaled)
 JD1644
 JD1644                          SUPERSEDED SURVEY CONTROL
 JD1644
 JD1644  NGVD 29 (??/??/92)  248.940  (m)          816.73   (f) ADJ UNCH    2 0
 JD1644
 JD1644.Superseded values are not recommended for survey control.
 JD1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1644.See file dsdata.txt to determine how the superseded data were derived.
 JD1644
 JD1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC273545(NAD 83)
 JD1644_MARKER: DB = BENCH MARK DISK
 JD1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1644_STAMPING: I 8 Z NO 2 1963
 JD1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1644+STABILITY: SURFACE MOTION
 JD1644
 JD1644  HISTORY     - Date     Condition        Report By
 JD1644  HISTORY     - 1963     MONUMENTED       CGS
 JD1644
 JD1644                          STATION DESCRIPTION
 JD1644
 JD1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1644'1.7 MI SE FROM GARLAND.
 JD1644'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1644'BAPTIST CHURCH AT GARLAND, THENCE 1.2 MILES EAST ALONG A
 JD1644'GRAVELED COUNTY ROAD, THENCE 0.3 MILE SOUTH ALONG A TRACK ROAD,
 JD1644'IN S 18, R 26 W, T 42 N, 139.0 FEET SOUTH OF R.M. 1, 68.0 FEET
 JD1644'SOUTH OF THE STATION MARK, 14.0 FET EAST OF THE CENTERLINE OF
 JD1644'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JD1644'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1661 ***********************************************************************
 JD1661  DESIGNATION -  I 9 B 1
 JD1661  PID         -  JD1661
 JD1661  STATE/COUNTY-  MO/HENRY
 JD1661  USGS QUAD   -  HARTWELL (1981)
 JD1661
 JD1661                         *CURRENT SURVEY CONTROL
 JD1661  ___________________________________________________________________
 JD1661* NAD 83(1986)-  38 27 45.     (N)    093 55 56.     (W)     SCALED    
 JD1661* NAVD 88     -       247.297  (meters)     811.34   (feet)  ADJUSTED  
 JD1661  ___________________________________________________________________
 JD1661  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD1661  DYNAMIC HT  -         247.127 (meters)     810.78  (feet)  COMP
 JD1661  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 JD1661
 JD1661  VERT ORDER  -  SECOND    CLASS 0
 JD1661
 JD1661.The horizontal coordinates were scaled from a topographic map and have
 JD1661.an estimated accuracy of +/- 6 seconds.
 JD1661
 JD1661.The orthometric height was determined by differential leveling
 JD1661.and adjusted by the National Geodetic Survey in June 1991..
 JD1661
 JD1661.The geoid height was determined by GEOID03.
 JD1661
 JD1661.The dynamic height is computed by dividing the NAVD 88
 JD1661.geopotential number by the normal gravity value computed on the
 JD1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1661.degrees latitude (g = 980.6199 gals.).
 JD1661
 JD1661.The modeled gravity was interpolated from observed gravity values.
 JD1661
 JD1661;                    North         East    Units  Estimated Accuracy
 JD1661;SPC MO W     -   254,940.      899,550.      MT  (+/- 180 meters Scaled)
 JD1661
 JD1661                          SUPERSEDED SURVEY CONTROL
 JD1661
 JD1661  NGVD 29 (??/??/92)  247.18   (m)          811.0    (f) COMPUTED    2 0
 JD1661
 JD1661.Superseded values are not recommended for survey control.
 JD1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1661.See file dsdata.txt to determine how the superseded data were derived.
 JD1661
 JD1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC186575(NAD 83)
 JD1661_MARKER: DZ = AZIMUTH MARK DISK
 JD1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1661+STABILITY: SURFACE MOTION
 JD1661
 JD1661  HISTORY     - Date     Condition        Report By
 JD1661  HISTORY     - UNK      MONUMENTED       DOD
 JD1661  HISTORY     - 1963     GOOD             NGS
 JD1661
 JD1661                          STATION DESCRIPTION
 JD1661
 JD1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1661'6.6 MI NE FROM URICH.
 JD1661'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE STATE
 JD1661'HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, THENCE 2.05
 JD1661'MILES NORTH ALONG STATE ROAD DD, THENCE 0.1 MILE WEST ALONG A
 JD1661'GRAVELED ROAD TO A SLIGHT RISE, 39 YARDS SOUTH OF THE FENCE
 JD1661'WHIC IS ON THE SOUTH SIDE OF THE ROAD, IN A FIELD, AND THE
 JD1661'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JD1661'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JD1661'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1657 ***********************************************************************
 JD1657  DESIGNATION -  I 9 B 2
 JD1657  PID         -  JD1657
 JD1657  STATE/COUNTY-  MO/HENRY
 JD1657  USGS QUAD   -  HARTWELL (1981)
 JD1657
 JD1657                         *CURRENT SURVEY CONTROL
 JD1657  ___________________________________________________________________
 JD1657* NAD 83(1986)-  38 27 25.     (N)    093 55 47.     (W)     SCALED    
 JD1657* NAVD 88     -       237.032  (meters)     777.66   (feet)  ADJUSTED  
 JD1657  ___________________________________________________________________
 JD1657  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD1657  DYNAMIC HT  -         236.869 (meters)     777.13  (feet)  COMP
 JD1657  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 JD1657
 JD1657  VERT ORDER  -  SECOND    CLASS 0
 JD1657
 JD1657.The horizontal coordinates were scaled from a topographic map and have
 JD1657.an estimated accuracy of +/- 6 seconds.
 JD1657
 JD1657.The orthometric height was determined by differential leveling
 JD1657.and adjusted by the National Geodetic Survey in June 1991..
 JD1657
 JD1657.The geoid height was determined by GEOID03.
 JD1657
 JD1657.The dynamic height is computed by dividing the NAVD 88
 JD1657.geopotential number by the normal gravity value computed on the
 JD1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1657.degrees latitude (g = 980.6199 gals.).
 JD1657
 JD1657.The modeled gravity was interpolated from observed gravity values.
 JD1657
 JD1657;                    North         East    Units  Estimated Accuracy
 JD1657;SPC MO W     -   254,320.      899,770.      MT  (+/- 180 meters Scaled)
 JD1657
 JD1657                          SUPERSEDED SURVEY CONTROL
 JD1657
 JD1657  NGVD 29 (??/??/92)  236.91   (m)          777.3    (f) COMPUTED    2 0
 JD1657
 JD1657.Superseded values are not recommended for survey control.
 JD1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1657.See file dsdata.txt to determine how the superseded data were derived.
 JD1657
 JD1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC188569(NAD 83)
 JD1657_MARKER: DZ = AZIMUTH MARK DISK
 JD1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1657_STAMPING: I9 B2
 JD1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1657+STABILITY: SURFACE MOTION
 JD1657
 JD1657  HISTORY     - Date     Condition        Report By
 JD1657  HISTORY     - UNK      MONUMENTED       DOD
 JD1657  HISTORY     - 1963     GOOD             NGS
 JD1657
 JD1657                          STATION DESCRIPTION
 JD1657
 JD1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1657'6.2 MI NE FROM URICH.
 JD1657'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE STATE
 JD1657'HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, THENCE 1.65
 JD1657'MILES NORTH ALONG STATE ROAD DD, THENCE 117 YARDS EAST ALONG
 JD1657'THE NORTH SIDE OF A ROW OF TREES, ABOUT 30 FEET NORTH OF THE
 JD1657'ROW OF TREES AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 JD1657'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JD1657'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1659 ***********************************************************************
 JD1659  DESIGNATION -  I 9 Z
 JD1659  PID         -  JD1659
 JD1659  STATE/COUNTY-  MO/HENRY
 JD1659  USGS QUAD   -  HARTWELL (1981)
 JD1659
 JD1659                         *CURRENT SURVEY CONTROL
 JD1659  ___________________________________________________________________
 JD1659* NAD 83(1986)-  38 27 46.     (N)    093 55 45.     (W)     SCALED    
 JD1659* NAVD 88     -       242.828  (meters)     796.68   (feet)  ADJUSTED  
 JD1659  ___________________________________________________________________
 JD1659  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JD1659  DYNAMIC HT  -         242.661 (meters)     796.13  (feet)  COMP
 JD1659  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 JD1659
 JD1659  VERT ORDER  -  SECOND    CLASS 0
 JD1659
 JD1659.The horizontal coordinates were scaled from a topographic map and have
 JD1659.an estimated accuracy of +/- 6 seconds.
 JD1659
 JD1659.The orthometric height was determined by differential leveling
 JD1659.and adjusted by the National Geodetic Survey in June 1991..
 JD1659
 JD1659.The geoid height was determined by GEOID03.
 JD1659
 JD1659.The dynamic height is computed by dividing the NAVD 88
 JD1659.geopotential number by the normal gravity value computed on the
 JD1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1659.degrees latitude (g = 980.6199 gals.).
 JD1659
 JD1659.The modeled gravity was interpolated from observed gravity values.
 JD1659
 JD1659;                    North         East    Units  Estimated Accuracy
 JD1659;SPC MO W     -   254,970.      899,820.      MT  (+/- 180 meters Scaled)
 JD1659
 JD1659                          SUPERSEDED SURVEY CONTROL
 JD1659
 JD1659  NGVD 29 (??/??/92)  242.71   (m)          796.3    (f) COMPUTED    2 0
 JD1659
 JD1659.Superseded values are not recommended for survey control.
 JD1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1659.See file dsdata.txt to determine how the superseded data were derived.
 JD1659
 JD1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC189575(NAD 83)
 JD1659_MARKER: DS = TRIANGULATION STATION DISK
 JD1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1659_STAMPING: I 9 Z 1963
 JD1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1659+STABILITY: SURFACE MOTION
 JD1659
 JD1659  HISTORY     - Date     Condition        Report By
 JD1659  HISTORY     - 1963     MONUMENTED       CGS
 JD1659
 JD1659                          STATION DESCRIPTION
 JD1659
 JD1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1659'6.6 MI NE FROM URICH.
 JD1659'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE STATE
 JD1659'DEPARTMENT MAINTENANCE BUILDING AT URICH, THENCE 2.05 MILES
 JD1659'NORTH ALONG STATE ROAD DD, THENCE 0.1 MILE EAST ALONG A GRAVELED
 JD1659'ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 41 FEET WEST
 JD1659'OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 58.0 FEET
 JD1659'WEST OF I 9 Z RM 1, 61.0 FEET NORTHEAST OF AND ACROSS THE ROAD
 JD1659'FROM I 9 Z RM 2, 14 FEET SOUTH OF A 15-INCH CEDAR TREE, 9 FEET
 JD1659'SOUTH OF THE SOUTH FENCE OF THE NORRIS CEMETERY, 10.0 FEET
 JD1659'SOUTH WEST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 JD1659'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1660 ***********************************************************************
 JD1660  DESIGNATION -  I 9 Z RM 1
 JD1660  PID         -  JD1660
 JD1660  STATE/COUNTY-  MO/HENRY
 JD1660  USGS QUAD   -  HARTWELL (1981)
 JD1660
 JD1660                         *CURRENT SURVEY CONTROL
 JD1660  ___________________________________________________________________
 JD1660* NAD 83(1986)-  38 27 46.     (N)    093 55 44.     (W)     SCALED    
 JD1660* NAVD 88     -       243.661  (meters)     799.41   (feet)  ADJUSTED  
 JD1660  ___________________________________________________________________
 JD1660  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JD1660  DYNAMIC HT  -         243.493 (meters)     798.86  (feet)  COMP
 JD1660  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 JD1660
 JD1660  VERT ORDER  -  SECOND    CLASS 0
 JD1660
 JD1660.The horizontal coordinates were scaled from a topographic map and have
 JD1660.an estimated accuracy of +/- 6 seconds.
 JD1660
 JD1660.The orthometric height was determined by differential leveling
 JD1660.and adjusted by the National Geodetic Survey in June 1991..
 JD1660
 JD1660.The geoid height was determined by GEOID03.
 JD1660
 JD1660.The dynamic height is computed by dividing the NAVD 88
 JD1660.geopotential number by the normal gravity value computed on the
 JD1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1660.degrees latitude (g = 980.6199 gals.).
 JD1660
 JD1660.The modeled gravity was interpolated from observed gravity values.
 JD1660
 JD1660;                    North         East    Units  Estimated Accuracy
 JD1660;SPC MO W     -   254,970.      899,840.      MT  (+/- 180 meters Scaled)
 JD1660
 JD1660                          SUPERSEDED SURVEY CONTROL
 JD1660
 JD1660  NGVD 29 (??/??/92)  243.54   (m)          799.0    (f) COMPUTED    2 0
 JD1660
 JD1660.Superseded values are not recommended for survey control.
 JD1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1660.See file dsdata.txt to determine how the superseded data were derived.
 JD1660
 JD1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC189575(NAD 83)
 JD1660_MARKER: DR = REFERENCE MARK DISK
 JD1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1660_STAMPING: I 9 Z NO 1 1963
 JD1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1660+STABILITY: SURFACE MOTION
 JD1660
 JD1660  HISTORY     - Date     Condition        Report By
 JD1660  HISTORY     - 1963     MONUMENTED       CGS
 JD1660
 JD1660                          STATION DESCRIPTION
 JD1660
 JD1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1660'6.6 MI NE FROM URICH.
 JD1660'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE STATE
 JD1660'HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, THENCE 2.05
 JD1660'MILES NORTH ALONG STATE ROAD DD, THENCE 0.1 MILE EAST ALONG A
 JD1660'GRAVELED ROAD, 39 FEET NORTHEAST OF THE CENTER OF A JUNCTION
 JD1660'WITH A GRAVELED ROAD LEADING NORTH, 34 FEET NORTH OF THE CENTER
 JD1660'LINE OF THE ROAD, 20 FEET EAST OF THE CENTER LINE OF THE ROAD
 JD1660'LEADING NORTH, 58 FEET EAST OF I 9 Z 1963, 2 FEET NORTH F A
 JD1660'FENCE CORNER, 1 FOOT WEST OF A FENCE AND SET IN THE TOP OF A
 JD1660'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1658 ***********************************************************************
 JD1658  DESIGNATION -  I 9 Z RM 2
 JD1658  PID         -  JD1658
 JD1658  STATE/COUNTY-  MO/HENRY
 JD1658  USGS QUAD   -  HARTWELL (1981)
 JD1658
 JD1658                         *CURRENT SURVEY CONTROL
 JD1658  ___________________________________________________________________
 JD1658* NAD 83(1986)-  38 27 45.     (N)    093 55 45.     (W)     SCALED    
 JD1658* NAVD 88     -       242.989  (meters)     797.21   (feet)  ADJUSTED  
 JD1658  ___________________________________________________________________
 JD1658  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD1658  DYNAMIC HT  -         242.822 (meters)     796.66  (feet)  COMP
 JD1658  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 JD1658
 JD1658  VERT ORDER  -  SECOND    CLASS 0
 JD1658
 JD1658.The horizontal coordinates were scaled from a topographic map and have
 JD1658.an estimated accuracy of +/- 6 seconds.
 JD1658
 JD1658.The orthometric height was determined by differential leveling
 JD1658.and adjusted by the National Geodetic Survey in June 1991..
 JD1658
 JD1658.The geoid height was determined by GEOID03.
 JD1658
 JD1658.The dynamic height is computed by dividing the NAVD 88
 JD1658.geopotential number by the normal gravity value computed on the
 JD1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1658.degrees latitude (g = 980.6199 gals.).
 JD1658
 JD1658.The modeled gravity was interpolated from observed gravity values.
 JD1658
 JD1658;                    North         East    Units  Estimated Accuracy
 JD1658;SPC MO W     -   254,940.      899,820.      MT  (+/- 180 meters Scaled)
 JD1658
 JD1658                          SUPERSEDED SURVEY CONTROL
 JD1658
 JD1658  NGVD 29 (??/??/92)  242.87   (m)          796.8    (f) COMPUTED    2 0
 JD1658
 JD1658.Superseded values are not recommended for survey control.
 JD1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1658.See file dsdata.txt to determine how the superseded data were derived.
 JD1658
 JD1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC189575(NAD 83)
 JD1658_MARKER: DR = REFERENCE MARK DISK
 JD1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1658_STAMPING: I 9 Z NO 2 1963
 JD1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1658+STABILITY: SURFACE MOTION
 JD1658
 JD1658  HISTORY     - Date     Condition        Report By
 JD1658  HISTORY     - 1963     MONUMENTED       CGS
 JD1658
 JD1658                          STATION DESCRIPTION
 JD1658
 JD1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1658'6.6 MI NE FROM URICH.
 JD1658'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE STATE
 JD1658'HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, THENCE 2.05
 JD1658'MILES NORTH ALONG STATE HIGHWAY DD, THENCE 0.1 MILE EAST ALONG
 JD1658'A GRAVELED ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JD1658'61 FEET SOUTHWEST OF AND ACROSS A GRAVELED ROAD FROM I 9 Z 1963,
 JD1658'19 FEET EAST OF A 14-INCH ELM TREE, 1 FOOT NORTH OF A FENCE
 JD1658'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0427 ***********************************************************************
 JC0427  DESIGNATION -  I=780
 JC0427  PID         -  JC0427
 JC0427  STATE/COUNTY-  MO/FRANKLIN
 JC0427  USGS QUAD   -  ST CLAIR (1969)
 JC0427
 JC0427                         *CURRENT SURVEY CONTROL
 JC0427  ___________________________________________________________________
 JC0427* NAD 83(1986)-  38 20 49.     (N)    090 58 51.     (W)     SCALED    
 JC0427* NAVD 88     -       234.454  (meters)     769.20   (feet)  ADJUSTED  
 JC0427  ___________________________________________________________________
 JC0427  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JC0427  DYNAMIC HT  -         234.298 (meters)     768.69  (feet)  COMP
 JC0427  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 JC0427
 JC0427  VERT ORDER  -  FIRST     CLASS II
 JC0427
 JC0427.The horizontal coordinates were scaled from a topographic map and have
 JC0427.an estimated accuracy of +/- 6 seconds.
 JC0427
 JC0427.The orthometric height was determined by differential leveling
 JC0427.and adjusted by the National Geodetic Survey in June 1991..
 JC0427
 JC0427.The geoid height was determined by GEOID03.
 JC0427
 JC0427.The dynamic height is computed by dividing the NAVD 88
 JC0427.geopotential number by the normal gravity value computed on the
 JC0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0427.degrees latitude (g = 980.6199 gals.).
 JC0427
 JC0427.The modeled gravity was interpolated from observed gravity values.
 JC0427
 JC0427;                    North         East    Units  Estimated Accuracy
 JC0427;SPC MO E     -   279,050.      207,970.      MT  (+/- 180 meters Scaled)
 JC0427
 JC0427                          SUPERSEDED SURVEY CONTROL
 JC0427
 JC0427  NGVD 29 (??/??/92)  234.500  (m)          769.36   (f) ADJ UNCH    1 2
 JC0427
 JC0427.Superseded values are not recommended for survey control.
 JC0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0427.See file dsdata.txt to determine how the superseded data were derived.
 JC0427
 JC0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC764462(NAD 83)
 JC0427_MARKER: B = BOLT
 JC0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0427_SP_SET: SIDEWALK
 JC0427_STAMPING: 780
 JC0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0427
 JC0427  HISTORY     - Date     Condition        Report By
 JC0427  HISTORY     - UNK      MONUMENTED       USGS
 JC0427  HISTORY     - 1949     GOOD             NGS
 JC0427  HISTORY     - 1972     GOOD             NGS
 JC0427
 JC0427                          STATION DESCRIPTION
 JC0427
 JC0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0427'AT ST CLAIR.
 JC0427'AT ST. CLAIR, FRANKLIN COUNTY, ABOUT 150 FEET NORTHWEST OF THE
 JC0427'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, AT THE SOUTHEAST CORNER
 JC0427'OF THE INTERSECTION OF SPRINGFIELD AVENUE AND NORTH STREET,
 JC0427'AND 3 FEET NORTHWEST OF A FIRE HYDRANT AT THE NORTHWEST CORNER
 JC0427'OF THE BISHOP STORE.  A COPPER BOLT, STAMPED 780 AND SET IN AN
 JC0427'OLD SIDEWALK ABOUT 5 INCHES BELOW THE PRESENT SIDEWALK, ACCESS
 JC0427'TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE.
 JC0427
 JC0427                          STATION RECOVERY (1972)
 JC0427
 JC0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JC0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0520 ***********************************************************************
 LE0520  DESIGNATION -  IAMO
 LE0520  PID         -  LE0520
 LE0520  STATE/COUNTY-  MO/MERCER
 LE0520  USGS QUAD   -  CLEOPATRA (1964)
 LE0520
 LE0520                         *CURRENT SURVEY CONTROL
 LE0520  ___________________________________________________________________
 LE0520* NAD 83(1997)-  40 34 48.46468(N)    093 24 16.57918(W)     ADJUSTED  
 LE0520* NAVD 88     -       337.1    (meters)    1106.     (feet)  VERTCON   
 LE0520  ___________________________________________________________________
 LE0520  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 LE0520  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LE0520
 LE0520  HORZ ORDER  -  FIRST
 LE0520
 LE0520.The horizontal coordinates were established by classical geodetic methods
 LE0520.and adjusted by the National Geodetic Survey in February 2000..
 LE0520
 LE0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0520
 LE0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0520
 LE0520.The geoid height was determined by GEOID03.
 LE0520
 LE0520;                    North         East     Units Scale Factor Converg.
 LE0520;SPC MO C     -   527,255.102   423,414.551   MT  1.00000550   -0 35 18.5
 LE0520;UTM  15      - 4,492,227.760   465,757.011   MT  0.99961443   -0 15 47.5
 LE0520
 LE0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0520!SPC MO C     -   0.99995210  x   1.00000550  =   0.99995760
 LE0520!UTM  15      -   0.99995210  x   0.99961443  =   0.99956655
 LE0520
 LE0520|---------------------------------------------------------------------|
 LE0520| PID    Reference Object                     Distance      Geod. Az  |
 LE0520|                                                           dddmmss.s |
 LE0520| AH5457 IAMO RM 1                           146.710 METERS 09407     |
 LE0520| AH5459 IAMO RM 3                            14.396 METERS 14404     |
 LE0520| AH5458 IAMO RM 2                            11.250 METERS 18814     |
 LE0520| AH5460 IAMO RM 4                            13.113 METERS 20836     |
 LE0520| LE0522 IAMO AZ MK                          APPROX. 0.6 KM 2680505.3 |
 LE0520|---------------------------------------------------------------------|
 LE0520
 LE0520                          SUPERSEDED SURVEY CONTROL
 LE0520
 LE0520  NAD 83(1997)-  40 34 48.46469(N)    093 24 16.57921(W) AD(       ) 1
 LE0520  NAD 83(1986)-  40 34 48.46171(N)    093 24 16.58541(W) AD(       ) 1
 LE0520  NAD 27      -  40 34 48.43040(N)    093 24 15.80880(W) AD(       ) 1
 LE0520  NGVD 29 (07/19/86)  337.0    (m)         1106.     (f) VERT ANG       
 LE0520
 LE0520.Superseded values are not recommended for survey control.
 LE0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0520.See file dsdata.txt to determine how the superseded data were derived.
 LE0520
 LE0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE6575792228(NAD 83)
 LE0520_MARKER: DS = TRIANGULATION STATION DISK
 LE0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0520_SP_SET: INTO THE TOP OF CONCRETE POST
 LE0520_STAMPING: IAMO 1928
 LE0520_MARK LOGO: CGS   
 LE0520_PROJECTION: RECESSED 35 CENTIMETERS
 LE0520_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LE0520
 LE0520  HISTORY     - Date     Condition        Report By
 LE0520  HISTORY     - 1928     MONUMENTED       CGS
 LE0520  HISTORY     - 1934     GOOD             CGS
 LE0520  HISTORY     - 1980     GOOD             NGS
 LE0520
 LE0520                          STATION DESCRIPTION
 LE0520
 LE0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 LE0520'ABOUT 3-3/4 MILES SOUTH AND 1-3/4 MILES EAST OF TOWN OF CLIO
 LE0520'ON THE IOWA AND MISSOURI STATE BOUNDARY LINE.  OWNER OF LAND
 LE0520'UNKNOWN.  STATION IS OPPOSITE FARM OWNED BY W.L.B. DEGRAFFENREID
 LE0520'WHO LIVES 0.4 MILE WEST OF STATION ON SOUTH SIDE OF ROAD, 5.7
 LE0520'METERS (19 FEET) NORTH OF CENTER LINE OF ROAD, 1.4 METERS
 LE0520'(5 FEET) NORTH OF FENCE, AND 112.7 METERS (370 FEET) WEST OF
 LE0520'WEST GATE POST AT SOUTHEAST CORNER OF FIELD.  SURFACE AND
 LE0520'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 LE0520'UPPER MARK IS 20 INCHES BELOW SURFACE.  LOWER MARK IS 6.6
 LE0520'FEET BELOW SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE
 LE0520'DISKS IN CONCRETE.  NO. 1 IS 5.1 METERS (17
 LE0520'FEET) SOUTH OF CENTER LINE OF ROAD, 0.45 METER (1.5 FEET) EAST
 LE0520'OF NORTH-AND-SOUTH FENCE LINE, AND 146.71 METERS (481.3 FEET)
 LE0520'FROM STATION S 85 DEG 06 MIN E.  NO. 2 IS 5.4
 LE0520'METERS (18 FEET) SOUTH OF CENTER LINE OF ROAD, 0.45 METER
 LE0520'(1.5 FEET) SOUTH OF FENCE LINE, AND 11.25 METERS (36.9
 LE0520'FEET) FROM STATION S 08 DEG 14 MIN W.
 LE0520
 LE0520                          STATION RECOVERY (1934)
 LE0520
 LE0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JNC)
 LE0520'THE STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 LE0520'
 LE0520'THE STATION IS ON THE SOUTH SIDE OF THE S.E.  1/4 OF THE S.E.
 LE0520'1/4 OF SECTION 20 T. 67 N, R 22 W, OPPOSITE THE FARM OWNED BY
 LE0520'MR. W.L.B. DEGRAFFENREID, WHO LIVES 4/10 OF A MILE WEST OF THE
 LE0520'STATION ON THE SOUTH SIDE OF THE ROAD, 5 FEET NORTH OF AN EAST
 LE0520'AND WEST ROAD FENCED 30 FEET WIDE ABOUT 380 FEET WEST OF THE
 LE0520'NORTH AND SOUTH FENCE ON THE SECTION LINE.  THE REST OF THE
 LE0520'STATION IS ALRIGHT.
 LE0520'
 LE0520'R.M. NO. 1 IS E.S.E. OF THE STATION 1.5 FEET SOUTH OF THE
 LE0520'SOUTH FENCE LINE OF EAST AND WEST ROAD FENCED 30 FEET WIDE,
 LE0520'ABOUT 485 FEET EAST OF R.M. NO 2.
 LE0520
 LE0520                          STATION RECOVERY (1980)
 LE0520
 LE0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LE0520'SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 LE0520'1 IS SOLID BUT APPEARS LEANING TOWARD THE STATION.  REFERENCE MARK 2
 LE0520'WAS FOUND LOOSE AND WITH THE ARROW POINTING TOWARD REFERENCE MARK
 LE0520'1.  REFERENCE MARKS 3, 4 AND AN AZIMUTH MARK WERE ESTABLISHED AND A
 LE0520'POLARIS OBSERVATION TAKEN.  THE DISTANCE TO REFERENCE MARK 1 WAS 0.079
 LE0520'METER SHORTER THAN 1928 DATA AND THE DIRECTION WAS 1 MINUTE, 13
 LE0520'SECONDS LARGER.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LE0520'
 LE0520'THE STATION IS ABOUT 9 MILES SOUTH-SOUTHWEST OF ALLERTON, 6 MILES EAST
 LE0520'OF LINEVILLE, 4-1/2 MILES SOUTHEAST OF CLIO, AT THE IOWA/MISSOURI
 LE0520'STATE LINE AND ON RIGHT-OF-WAY ADJACENT TO THE PROPERTY OF RODNEY
 LE0520'EWING, RURAL ROUTE 1, LINEVILLE, IOWA 50147, TELEPHONE 515-876 2525.
 LE0520'
 LE0520'TO REACH THE STATION FROM THE POST OFFICE IN CLIO, GO SOUTH FOR 0.05
 LE0520'MILE TO WAYNE COUNTY ROAD J 47.  TURN LEFT AND GO EAST ON ROAD J 47
 LE0520'FOR 0.7 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 3.0 MILES
 LE0520'TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.6
 LE0520'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A DIRT AND GRAVELED
 LE0520'ROAD FOR 1.0 MILE TO A T-ROAD AT THE MISSOURI STATE LINE.  TURN LEFT
 LE0520'AND GO EAST FOR ABOUT 150 FEET TO A SIDEROAD RIGHT AND THE AZIMUTH
 LE0520'MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE EAST ON A
 LE0520'DIRT ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 LE0520'
 LE0520'TO REACH REFERENCE MARK 1 FROM THE STATION, GO EAST ON THE DIRT ROAD
 LE0520'FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 LE0520'
 LE0520'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---IAMO 1928---SET
 LE0520'IN THE TOP OF A SQUARE CONCRETE POST THAT IS 14 INCHES BELOW THE
 LE0520'GROUND SURFACE.  IT IS 18.0 FEET NORTH OF THE CENTERLINE OF THE ROAD
 LE0520'AND 1.4 FEET WEST OF A WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LE0520'INSPECTED.
 LE0520'
 LE0520'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---IAMO NO 1 1928---SET IN
 LE0520'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 16.0
 LE0520'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.5 FEET NORTHEAST OF A
 LE0520'FENCE CORNER AND 3 FEET NORTH OF A FENCE.
 LE0520'
 LE0520'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---IAMO 1928 NO 3
 LE0520'1980---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 LE0520'INCHES.  IT IS 46.2 FEET SOUTHEAST OF THE WITNESS POST AND 22 FEET
 LE0520'SOUTH OF THE CENTERLINE OF THE ROAD.
 LE0520'
 LE0520'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---IAMO 1928 NO 4
 LE0520'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 LE0520'INCHES.  IT IS 43.6 FEET SOUTHWEST OF THE WITNESS POST AND 23 FEET
 LE0520'SOUTH OF THE CENTERLINE OF THE ROAD.
 LE0520'
 LE0520'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---IAMO 1928 1980--- SET
 LE0520'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 57.2 FEET
 LE0520'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 57.0 FEET SOUTH OF
 LE0520'THE CENTERLINE OF A ROAD AND 22.0 FEET EAST OF THE CENTERLINE OF A
 LE0520'ROAD.
 LE0520'
 LE0520'THE AZIMUTH MARK IS ON PROPERTY OWNED BY AND AT THE HOME OF, TOM
 LE0520'LEIVICK, RURAL ROUTE 2, LINEVILLE, MISSOURI.
 LE0520'
 LE0520'STATION MAY BE DIFFICULT TO REACH DURING WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0894 ***********************************************************************
 HE0894  DESIGNATION -  IANTHA
 HE0894  PID         -  HE0894
 HE0894  STATE/COUNTY-  MO/BARTON
 HE0894  USGS QUAD   -  LAMAR NORTH (1962)
 HE0894
 HE0894                         *CURRENT SURVEY CONTROL
 HE0894  ___________________________________________________________________
 HE0894* NAD 83(1997)-  37 31 16.63607(N)    094 22 10.21828(W)     ADJUSTED  
 HE0894* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 HE0894  ___________________________________________________________________
 HE0894  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 HE0894  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HE0894
 HE0894  HORZ ORDER  -  THIRD
 HE0894
 HE0894.The horizontal coordinates were established by classical geodetic methods
 HE0894.and adjusted by the National Geodetic Survey in February 2000..
 HE0894
 HE0894.The orthometric height was scaled from a topographic map.
 HE0894
 HE0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0894
 HE0894.The geoid height was determined by GEOID03.
 HE0894
 HE0894;                    North         East     Units Scale Factor Converg.
 HE0894;SPC MO W     -   150,327.879   861,535.119   MT  0.99994281   +0 04 46.1
 HE0894;UTM  15      - 4,153,584.058   378,980.714   MT  0.99978040   -0 50 03.1
 HE0894
 HE0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0894!SPC MO W     -   0.99995679  x   0.99994281  =   0.99989960
 HE0894!UTM  15      -   0.99995679  x   0.99978040  =   0.99973720
 HE0894
 HE0894|---------------------------------------------------------------------|
 HE0894| PID    Reference Object                     Distance      Geod. Az  |
 HE0894|                                                           dddmmss.s |
 HE0894| CM3855 IANTHA RM 1                          10.925 METERS 09224     |
 HE0894| CM3854 IANTHA AZ MK                                       1775625.2 |
 HE0894| CM3856 IANTHA RM 2                          14.411 METERS 33728     |
 HE0894|---------------------------------------------------------------------|
 HE0894
 HE0894                          SUPERSEDED SURVEY CONTROL
 HE0894
 HE0894  NAD 83(1997)-  37 31 16.63624(N)    094 22 10.21829(W) AD(       ) 3
 HE0894  NAD 83(1997)-  37 31 16.64578(N)    094 22 10.21755(W) AD(       ) 3
 HE0894  NAD 83(1986)-  37 31 16.64777(N)    094 22 10.21415(W) AD(       ) 3
 HE0894  NAD 27      -  37 31 16.47690(N)    094 22 09.38350(W) AD(       ) 3
 HE0894
 HE0894.Superseded values are not recommended for survey control.
 HE0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0894.See file dsdata.txt to determine how the superseded data were derived.
 HE0894
 HE0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7898153584(NAD 83)
 HE0894_MARKER: DS = TRIANGULATION STATION DISK
 HE0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0894
 HE0894  HISTORY     - Date     Condition        Report By
 HE0894  HISTORY     - 1960     MONUMENTED       CGS
 HE0894
 HE0894                          STATION DESCRIPTION
 HE0894
 HE0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0894'THE STATION IS APPROXIMATELY 5 MILES WEST OF LAMAR AND 1-3/4
 HE0894'MILES EAST OF IANTHA, IN THE SOUTHWEST QUARTER OF SECTION 17,
 HE0894'T 32 N, R 31 W, ON PROPERTY OWNED BY MR. R.J. MC CREA.
 HE0894'
 HE0894'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 HE0894'160 AND 71 ABOUT 1 MILE WEST OF LAMAR, GO WEST ON HIGHWAY 160
 HE0894'FOR 2.9 MILE TO A CROSSROAD (COUNTY ROUTE Z TO THE LEFT).
 HE0894'TURN RIGHT, NORTH, ON GRAVEL ROAD FOR 1.5 MILES TO A CROSSROAD.
 HE0894'TURN LEFT, WEST, FOR 0.95 MILE TO A FARM ROAD ON THE RIGHT.
 HE0894'(CONTINUE WEST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT)
 HE0894'TURN RIGHT, GO NORTH AND WEST ON THE FARM ROAD FOR 0.25 MILE TO
 HE0894'THE HOME OF MR. R.J. MC CREA AND THE STATION.
 HE0894'
 HE0894'STATION MARKS ARE STANDARD DISKS STAMPED IANTHA 1960.  THE
 HE0894'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HE0894'WITH THE SURFACE OF THE GROUND.  IT IS 37.5 FEET WEST OF A
 HE0894'POWER POLE WITH TRANSFORMER, 25 FEET SOUTH OF THE CENTER OF THE
 HE0894'FARM ROAD, 22 FEET EAST OF AN 8-INCH MULBERRY TREE AND 6.5 FEET
 HE0894'WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 HE0894'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE
 HE0894'GROUND.
 HE0894'
 HE0894'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED IANTHA NO 1 1960, IS
 HE0894'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 HE0894'THE GROUND.  IT IS 23 FEET SOUTH OF THE CENTER OF THE FARM
 HE0894'ROAD AND 1 FOOT WEST OF THE POWER POLE WITH TRANSFORMER.
 HE0894'
 HE0894'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED IANTHA NO 2 1960,
 HE0894'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HE0894'SURFACE OF THE GROUND.  IT IS 36 FEET SOUTHEAST OF THE SOUTHEAST
 HE0894'CORNER OF THE HOUSE AND 22 FEET NORTH OF THE CENTER OF THE
 HE0894'FARM ROAD.
 HE0894'
 HE0894'AZIMUTH MARK, A STANDARD DISK STAMPED IANTHA 1960, IS SET IN A
 HE0894'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 22 FEET NORTH
 HE0894'OF THE CENTER OF THE GRAVEL ROAD, 4 FEET WEST OF A POWER POLE
 HE0894'AND 2.5 FEET EAST OF A METAL WITNESS POST.
 HE0894'
 HE0894'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2538 ***********************************************************************
 JD2538  DESIGNATION -  IBERIA
 JD2538  PID         -  JD2538
 JD2538  STATE/COUNTY-  MO/MILLER
 JD2538  USGS QUAD   -  IBERIA (1987)
 JD2538
 JD2538                         *CURRENT SURVEY CONTROL
 JD2538  ___________________________________________________________________
 JD2538* NAD 83(1997)-  38 04 42.16471(N)    092 17 42.54889(W)     ADJUSTED  
 JD2538* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 JD2538  ___________________________________________________________________
 JD2538  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 JD2538  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JD2538
 JD2538  HORZ ORDER  -  FIRST
 JD2538
 JD2538.The horizontal coordinates were established by classical geodetic methods
 JD2538.and adjusted by the National Geodetic Survey in February 2000..
 JD2538
 JD2538.The orthometric height was scaled from a topographic map.
 JD2538
 JD2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2538
 JD2538.The geoid height was determined by GEOID03.
 JD2538
 JD2538;                    North         East     Units Scale Factor Converg.
 JD2538;SPC MO C     -   249,151.323   517,971.907   MT  0.99993731   +0 07 34.8
 JD2538;UTM  15      - 4,214,745.916   561,818.185   MT  0.99964706   +0 26 05.0
 JD2538
 JD2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2538!SPC MO C     -   0.99995565  x   0.99993731  =   0.99989296
 JD2538!UTM  15      -   0.99995565  x   0.99964706  =   0.99960273
 JD2538
 JD2538|---------------------------------------------------------------------|
 JD2538| PID    Reference Object                     Distance      Geod. Az  |
 JD2538|                                                           dddmmss.s |
 JD2538| CN6461 IBERIA RM 1                          30.955 METERS 15555     |
 JD2538| CM3857 IBERIA AZ MK                                       1784339.1 |
 JD2538| CN6462 IBERIA RM 2                          25.949 METERS 25819     |
 JD2538|---------------------------------------------------------------------|
 JD2538
 JD2538                          SUPERSEDED SURVEY CONTROL
 JD2538
 JD2538  NAD 83(1986)-  38 04 42.17804(N)    092 17 42.54859(W) AD(       ) 1
 JD2538  NAD 27      -  38 04 42.04500(N)    092 17 41.92200(W) AD(       ) 1
 JD2538
 JD2538.Superseded values are not recommended for survey control.
 JD2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2538.See file dsdata.txt to determine how the superseded data were derived.
 JD2538
 JD2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6181814746(NAD 83)
 JD2538_MARKER: DS = TRIANGULATION STATION DISK
 JD2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2538
 JD2538  HISTORY     - Date     Condition        Report By
 JD2538  HISTORY     - 1947     MONUMENTED       CGS
 JD2538
 JD2538                          STATION DESCRIPTION
 JD2538
 JD2538'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2538'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF
 JD2538'CROCKER, 0.75 MILE SOUTH OF THE VILLAGE OF IBERIA AND 0.05
 JD2538'MILE EAST OF STATE HIGHWAY 17.  IT IS 64 FEET WEST-SOUTHWEST
 JD2538'OF THE SOUTH GATE POST ACROSS LANE, 31 FEET SOUTH OF THE
 JD2538'CENTERLINE OF PRIVATE LANE, 12 FEET SOUTH OF THE FENCE AND
 JD2538'12 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES
 JD2538'AND THE DISK IS STAMPED IBERIA 1947.
 JD2538'
 JD2538'REFERENCE MARK NO. 1 IS 101.56 FEET SOUTH OF THE STATION.
 JD2538'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED IBERIA NO
 JD2538'1 1947.
 JD2538'
 JD2538'REFERENCE MARK NO. 2 IS 85.13 FEET WEST OF THE STATION,
 JD2538'59 FEET EAST OF A FENCE CORNER AND 1 FOOT SOUTH OF THE FENCE.
 JD2538'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED IBERIA
 JD2538'NO 2 1947.
 JD2538'
 JD2538'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF THE STATION,
 JD2538'AT THE SOUTH ENTRANCE OF A SERVICE STATION, 74 FEET SOUTHWEST
 JD2538'OF THE SOUTH PUMP, 41 FEET EAST OF THE CENTERLINE OF STATE
 JD2538'HIGHWAY 17 AND 4 FEET NORTH OF A WITNESS POST.  THE MARK
 JD2538'PROJECTS 3 INCHES AND THE DISK IS STAMPED IBERIA 1947.
 JD2538'
 JD2538'TO REACH FROM THE POST OFFICE IN CROCKER, GO NORTH ON STATE
 JD2538'HIGHWAY 17 10.3 MILES TO A PRIVATE ROAD RIGHT AND MR. FRANK
 JD2538'FERGUSON MAIL BOX, TURN RIGHT ON PRIVATE ROAD 0.05 MILE TO
 JD2538'STATION ON THE RIGHT.
 JD2538'
 JD2538'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 42 IN THE
 JD2538'WEST EDGE OF IBERIA, GO SOUTH ON STATE HIGHWAY 17 0.75 MILE
 JD2538'TO MAIL BOX AND PRIVATE ROAD ON THE LEFT.  AZIMUTH MARK
 JD2538'BY CONTINUING ON SOUTH 0.3 MILE TO MARK ON THE LEFT.
 JD2538'
 JD2538'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0144 ***********************************************************************
 KE0144  DESIGNATION -  ICD
 KE0144  PID         -  KE0144
 KE0144  STATE/COUNTY-  MO/JACKSON
 KE0144  USGS QUAD   -  INDEPENDENCE (1990)
 KE0144
 KE0144                         *CURRENT SURVEY CONTROL
 KE0144  ___________________________________________________________________
 KE0144* NAD 83(1986)-  39 05 32.     (N)    094 25 00.     (W)     SCALED    
 KE0144* NAVD 88     -       320.005  (meters)    1049.88   (feet)  ADJUSTED  
 KE0144  ___________________________________________________________________
 KE0144  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE0144  DYNAMIC HT  -         319.796 (meters)    1049.20  (feet)  COMP
 KE0144  MODELED GRAV-     979,966.6   (mgal)                       NAVD 88
 KE0144
 KE0144  VERT ORDER  -  SECOND    CLASS II
 KE0144
 KE0144.The horizontal coordinates were scaled from a topographic map and have
 KE0144.an estimated accuracy of +/- 6 seconds.
 KE0144
 KE0144.The orthometric height was determined by differential leveling
 KE0144.and adjusted by the National Geodetic Survey in June 1991..
 KE0144
 KE0144.The geoid height was determined by GEOID03.
 KE0144
 KE0144.The dynamic height is computed by dividing the NAVD 88
 KE0144.geopotential number by the normal gravity value computed on the
 KE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0144.degrees latitude (g = 980.6199 gals.).
 KE0144
 KE0144.The modeled gravity was interpolated from observed gravity values.
 KE0144
 KE0144;                    North         East    Units  Estimated Accuracy
 KE0144;SPC MO W     -   324,690.      857,210.      MT  (+/- 180 meters Scaled)
 KE0144
 KE0144                          SUPERSEDED SURVEY CONTROL
 KE0144
 KE0144  NGVD 29 (??/??/92)  319.91   (m)         1049.6    (f) COMPUTED    2 2
 KE0144
 KE0144.Superseded values are not recommended for survey control.
 KE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0144.See file dsdata.txt to determine how the superseded data were derived.
 KE0144
 KE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD774279(NAD 83)
 KE0144_MARKER: V = STONE MONUMENT
 KE0144_SETTING: 0 = UNSPECIFIED SETTING
 KE0144_SP_SET: GRANITE POST
 KE0144_STAMPING: ELEVATION 326-74/100 FT
 KE0144_MARK LOGO: NONE  
 KE0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0144
 KE0144  HISTORY     - Date     Condition        Report By
 KE0144  HISTORY     - UNK      MONUMENTED       MORC
 KE0144  HISTORY     - 1938     SEE DESCRIPTION  USGS
 KE0144  HISTORY     - 1947     GOOD             NGS
 KE0144  HISTORY     - 1972     GOOD             NGS
 KE0144  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0144
 KE0144                          STATION DESCRIPTION
 KE0144
 KE0144'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 KE0144'RECOVERED AS DESCRIBED.
 KE0144
 KE0144                          STATION RECOVERY (1947)
 KE0144
 KE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 KE0144'AT INDEPENDENCE.
 KE0144'AT INDEPENDENCE, JACKSON COUNTY, AT THE COURTHOUSE, IN THE
 KE0144'COURTHOUSE YARD, AND NEAR THE SOUTHWEST CORNER OF THE BUILDING.
 KE0144'THE TOP OF A GRANITE POST BURIED IN THE COURTHOUSE YARD (THE
 KE0144'TOP OF THE POST IS CUT IN THE FORM OF A SPHERE AND POLISHED).
 KE0144'THE BENCH MARK IS THE HIGHEST POINT OF THE SPHERE.
 KE0144
 KE0144                          STATION RECOVERY (1972)
 KE0144
 KE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KE0144'RECOVERED IN GOOD CONDITION.
 KE0144
 KE0144                          STATION RECOVERY (2001)
 KE0144
 KE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0144'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2710 ***********************************************************************
 JD2710  DESIGNATION -  ICONIUM
 JD2710  PID         -  JD2710
 JD2710  STATE/COUNTY-  MO/ST CLAIR
 JD2710  USGS QUAD   -  NINNESCAH PARK (1991)
 JD2710
 JD2710                         *CURRENT SURVEY CONTROL
 JD2710  ___________________________________________________________________
 JD2710* NAD 83(1997)-  38 08 56.53094(N)    093 31 14.90572(W)     ADJUSTED  
 JD2710* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 JD2710  ___________________________________________________________________
 JD2710  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 JD2710  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JD2710
 JD2710  HORZ ORDER  -  SECOND
 JD2710
 JD2710.The horizontal coordinates were established by classical geodetic methods
 JD2710.and adjusted by the National Geodetic Survey in February 2000..
 JD2710
 JD2710.The orthometric height was scaled from a topographic map.
 JD2710
 JD2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2710
 JD2710.The geoid height was determined by GEOID03.
 JD2710
 JD2710;                    North         East     Units Scale Factor Converg.
 JD2710;SPC MO W     -   220,444.754   935,826.522   MT  1.00003187   +0 36 17.6
 JD2710;SPC MO C     -   257,466.222   410,526.586   MT  1.00003189   -0 37 50.2
 JD2710;UTM  15      - 4,222,479.238   454,367.068   MT  0.99962565   -0 19 18.2
 JD2710
 JD2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2710!SPC MO W     -   0.99995651  x   1.00003187  =   0.99998838
 JD2710!SPC MO C     -   0.99995651  x   1.00003189  =   0.99998840
 JD2710!UTM  15      -   0.99995651  x   0.99962565  =   0.99958218
 JD2710
 JD2710|---------------------------------------------------------------------|
 JD2710| PID    Reference Object                     Distance      Geod. Az  |
 JD2710|                                                           dddmmss.s |
 JD2710| CN6464 ICONIUM RM 1                         23.476 METERS 05619     |
 JD2710| JD2693 SORY                                APPROX.20.5 KM 1001636.6 |
 JD2710| CN6465 ICONIUM RM 2                         22.882 METERS 14618     |
 JD2710| CN6463 ICONIUM AZ MK                                      2044640.5 |
 JD2710|---------------------------------------------------------------------|
 JD2710
 JD2710                          SUPERSEDED SURVEY CONTROL
 JD2710
 JD2710  NAD 83(1997)-  38 08 56.53540(N)    093 31 14.90436(W) AD(       ) 2
 JD2710  NAD 83(1997)-  38 08 56.54104(N)    093 31 14.90409(W) AD(       ) 2
 JD2710  NAD 83(1986)-  38 08 56.54083(N)    093 31 14.90455(W) AD(       ) 2
 JD2710  NAD 27      -  38 08 56.44200(N)    093 31 14.16100(W) AD(       ) 2
 JD2710
 JD2710.Superseded values are not recommended for survey control.
 JD2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2710.See file dsdata.txt to determine how the superseded data were derived.
 JD2710
 JD2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC5436722479(NAD 83)
 JD2710_MARKER: DS = TRIANGULATION STATION DISK
 JD2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2710
 JD2710  HISTORY     - Date     Condition        Report By
 JD2710  HISTORY     - 1947     MONUMENTED       CGS
 JD2710  HISTORY     - 1965     GOOD             CGS
 JD2710  HISTORY     - 1977     SEE DESCRIPTION  LOCENG
 JD2710
 JD2710                          STATION DESCRIPTION
 JD2710
 JD2710'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 JD2710'THE STATION IS LOCATED ABOUT 12.0 MILES NORTHEAST OF OSCEOLA
 JD2710'AND 3.0 MILES NORTH AND 1.0 MILE EAST OF THE SMALL SETTLEMENT OF
 JD2710'ICONIUM ON THE WEST RIGHT-OF-WAY OF A COUNTY ROAD IN A SMALL
 JD2710'CLEARING.  IT IS 33 FEET WEST OF THE CENTER OF GRAVELED ROAD
 JD2710'AND 25 FEET NORTH OF AN OLD CONCRETE WATER WELL.  IT IS
 JD2710'STAMPED ICONIUM 1947 AND PROJECTS 4 INCHES.
 JD2710'
 JD2710'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 30 FEET EAST
 JD2710'OF THE CENTER OF THE GRAVELED ROAD.  IT IS STAMPED ICONIUM
 JD2710'NO 1 1947 AND PROJECTS 2 INCHES.
 JD2710'
 JD2710'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 20 FEET EAST OF
 JD2710'THE CENTER OF THE GRAVELED ROAD.  IT IS STAMPED ICONIUM NO 2
 JD2710'1947 AND PROJECTS 2 INCHES.
 JD2710'
 JD2710'THE AZIMUTH MARK IS ABOUT 2.5 MILES SOUTH-SOUTHWEST OF THE
 JD2710'STATION, 0.35 MILE NORTH OF THE POST OFFICE IN ICONIUM, 0.1 MILE
 JD2710'NORTHEAST OF THE SCHOOL HOUSE, 20 FEET EAST OF THE CENTER OF
 JD2710'THE NORTH-SOUTH ROAD AND 1 FOOT WEST OF FENCE LINE.  IT IS
 JD2710'STAMPED ICONIUM 1947 AND PROJECTS 2 INCHES.
 JD2710'
 JD2710'TO REACH THE STATION FROM THE COURT HOUSE IN OSCEOLA, GO NORTH
 JD2710'ON STATE ROUTE 13 FOR 1.1 MILES TO COUNTY ROUTE N RIGHT, TURN
 JD2710'RIGHT AND FOLLOW COUNTY ROUTE N EAST FOR 6.05 MILES TO T-ROAD
 JD2710'LEFT AT SIGN BOY SCOUT CAMP, TURN LEFT AND FOLLOW MAIN TRAVELLED
 JD2710'ROAD FOR 4.15 MILES TO T-INTERSECTION AND CHURCH HOUSE ON LEFT,
 JD2710'TURN LEFT FOR 0.15 MILE TO THE POST OFFICE IN ICONIUM, CONTINUE
 JD2710'STRAIGHT AHEAD AND FOLLOW MAIN ROAD NORTH FOR 0.35 MILE TO THE
 JD2710'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTH, EAST
 JD2710'AND NORTHEAST ON MAIN TRAVELLED ROAD FOR 3.75 MILES TO THE
 JD2710'STATION ON THE LEFT SIDE OF ROAD AS DESCRIBED.
 JD2710'
 JD2710'A 100 FOOT SIGNAL AT STATION SORY 1928 IS VISIBLE AT 37 FEET
 JD2710'
 JD2710'AN 87 FOOT SIGNAL AT STATION TRINITY IS VISIBLE AT 37 FEET
 JD2710'
 JD2710'AN 87 FOOT SIGNAL AT STATION WHEATLAND IS VISIBLE AT 50 FEET
 JD2710'
 JD2710'AN 87 FOOT SIGNAL AT TANYARD IS VISIBLE AT 50 FEET
 JD2710'
 JD2710'AN 87 FOOT SIGNAL AT STATION HOGLES IS VISIBLE AT 50 FEET
 JD2710'
 JD2710'A 74 FOOT SIGNAL AT STATION NINN IS VISIBLE AT 50 FEET
 JD2710'
 JD2710'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD2710
 JD2710                          STATION RECOVERY (1965)
 JD2710
 JD2710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 JD2710'ABOUT ONE HOUR WAS SPENT TRYING TO FIND THE STATION MARK,
 JD2710'REFERENCE MARKS, AND THE AZIMUTH MARK.  THE ROAD THE STATION AND
 JD2710'THE AZIMUTH MARK ARE ON HAS BEEN WIDENED AND THE MARKS COULD
 JD2710'HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 JD2710
 JD2710                          STATION RECOVERY (1977)
 JD2710
 JD2710'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (BRS)
 JD2710'FOUND TRIANGULATION STATION ICONIUM GOOD-WEST EDGE HWY R/W ZZ
 JD2710'JUST SOUTH OF (SCRATCHED BY ROAD GRADER-) SARTINS HOUSE-NEEDS
 JD2710'WIT. POST-AZIM. MARK DESTROYED-
 JD2710'
 JD2710'STATION WAS REPORTED DESTROYED-IT IS IN GOOD CONDITION BUT
 JD2710'NEED AZIM. MARK SET AND WIT. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1851 ***********************************************************************
 GD1851  DESIGNATION -  IDALIA
 GD1851  PID         -  GD1851
 GD1851  STATE/COUNTY-  MO/STODDARD
 GD1851  USGS QUAD   -  CLINES ISLAND (1963)
 GD1851
 GD1851                         *CURRENT SURVEY CONTROL
 GD1851  ___________________________________________________________________
 GD1851* NAD 83(1997)-  36 53 21.62234(N)    089 50 20.69621(W)     ADJUSTED  
 GD1851* NAVD 88     -       175.6    (meters)     576.     (feet)  GPS OBS   
 GD1851  ___________________________________________________________________
 GD1851  X           -      14,344.598 (meters)                     COMP
 GD1851  Y           -  -5,107,472.223 (meters)                     COMP
 GD1851  Z           -   3,807,666.772 (meters)                     COMP
 GD1851  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 GD1851  ELLIP HEIGHT-         147.54  (meters)          (02/17/00) GPS OBS
 GD1851  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GD1851
 GD1851  HORZ ORDER  -  FIRST
 GD1851  ELLP ORDER  -  FOURTH    CLASS I
 GD1851
 GD1851.The horizontal coordinates were established by classical geodetic methods
 GD1851.and adjusted by the National Geodetic Survey in February 2000..
 GD1851
 GD1851.The orthometric height was determined by GPS observations and a
 GD1851.high-resolution geoid model.
 GD1851
 GD1851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1851
 GD1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1851
 GD1851.The ellipsoidal height was determined by GPS observations
 GD1851.and is referenced to NAD 83.
 GD1851
 GD1851.The geoid height was determined by GEOID03.
 GD1851
 GD1851;                    North         East     Units Scale Factor Converg.
 GD1851;SPC MO E     -   117,376.642   308,910.976   MT  0.99997607   +0 23 48.3
 GD1851;UTM  16      - 4,086,361.055   246,994.841   MT  1.00038866   -1 42 18.4
 GD1851
 GD1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1851!SPC MO E     -   0.99997685  x   0.99997607  =   0.99995292
 GD1851!UTM  16      -   0.99997685  x   1.00038866  =   1.00036550
 GD1851
 GD1851|---------------------------------------------------------------------|
 GD1851| PID    Reference Object                     Distance      Geod. Az  |
 GD1851|                                                           dddmmss.s |
 GD1851| GD1976 IDALIA RM 1                          50.938 METERS 08426     |
 GD1851| GD1977 IDALIA RM 2                          32.934 METERS 23151     |
 GD1851| GD1861 BLOOMFIELD MUNICIPAL TANK           APPROX. 8.1 KM 2670312.0 |
 GD1851| HB1749 BELL                                APPROX.13.8 KM 3595449.5 |
 GD1851|---------------------------------------------------------------------|
 GD1851
 GD1851                          SUPERSEDED SURVEY CONTROL
 GD1851
 GD1851  NAD 83(1997)-  36 53 21.62233(N)    089 50 20.69614(W) AD(       ) 1
 GD1851  NAD 83(1997)-  36 53 21.62427(N)    089 50 20.69620(W) AD(       ) 1
 GD1851  NAD 83(1997)-  36 53 21.63309(N)    089 50 20.69263(W) AD(       ) 1
 GD1851  NAD 83(1986)-  36 53 21.63365(N)    089 50 20.69419(W) AD(       ) 1
 GD1851  NAD 27      -  36 53 21.44700(N)    089 50 20.38400(W) AD(       ) 1
 GD1851  NGVD 29 (07/19/86)  175.59   (m)          576.1    (f) LEVELING    3  
 GD1851
 GD1851.Superseded values are not recommended for survey control.
 GD1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1851.See file dsdata.txt to determine how the superseded data were derived.
 GD1851
 GD1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF4699586361(NAD 83)
 GD1851_MARKER: DS = TRIANGULATION STATION DISK
 GD1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1851_SP_SET: CONCRETE POST
 GD1851_STAMPING: IDALIA 1930
 GD1851_MARK LOGO: CGS   
 GD1851_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1851+STABILITY: SURFACE MOTION
 GD1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1851+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD1851
 GD1851  HISTORY     - Date     Condition        Report By
 GD1851  HISTORY     - 1930     MONUMENTED       CGS
 GD1851  HISTORY     - 1930     GOOD             CGS
 GD1851  HISTORY     - 1962     GOOD             USGS
 GD1851  HISTORY     - 1970     GOOD             NGS
 GD1851  HISTORY     - 19910312 GOOD             NGS
 GD1851  HISTORY     - 20020817 GOOD             USACE
 GD1851
 GD1851                          STATION DESCRIPTION
 GD1851
 GD1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GD1851'ABOUT 7 MILES EAST BY NORTH OF BLOOMFIELD, 3 MILES NORTHEAST OF
 GD1851'IDALIA, AND 7 MILES NORTH OF ESSEX, ON HIGHEST KNOB ON OLD BLUFF
 GD1851'ROAD, ON LAND OWNED AND OCCUPIED BY J. M. HOPKINS.  TO REACH FROM
 GD1851'ROAD 1 BLOCK SOUTH OF COURTHOUSE IN BLOOMFIELD, GO EAST 3.8 MILES
 GD1851'TO FORK, TAKE LEFT FORK 1.0 MILE TO ROAD TURNING EAST, THENCE 1.4
 GD1851'MILES EAST TO TOP OF THINLY WOODED KNOLL TO WHERE ROAD FORKS JUST
 GD1851'AFTER PASSING THROUGH CUT, WHICH IS ABOUT 300 METERS 984 FEET EAST
 GD1851'OF HOPKINS HOUSE. STATION IS ABOUT 30 METERS 98 FEET WEST OF FORK, IN
 GD1851'SOUTHEAST CORNER OF SMALL PEACH ORCHARD, AND 7.3 METERS 24 FEET
 GD1851'NORTHWEST OF TOP OF CUT ON ROAD.  SURFACE AND UNDERGROUND MARKS ARE
 GD1851'STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 GD1851'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 GD1851'IS 6 METERS 20 FEET SOUTH OF ROAD TO EAST, 20 METERS 66 FEET EAST OF
 GD1851'FORK, AND 75 METERS 246 FEET FROM STATION N 64 DEG 26 MIN E.
 GD1851'NO. 2 IS ON TOP OF RIDGE, 1 FOOT NORTHEAST OF WOVEN-WIRE
 GD1851'FENCE, AND 32.94 METERS 108.1 FEET FROM STATION S 51
 GD1851'DEG 51 MIN W.
 GD1851
 GD1851                          STATION RECOVERY (1930)
 GD1851
 GD1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 GD1851'RECOVERED IN GOOD CONDITION.
 GD1851
 GD1851                          STATION RECOVERY (1962)
 GD1851
 GD1851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (RGW)
 GD1851'STATION WAS RECOVERED AND FOUND AS DESCRIBED.
 GD1851
 GD1851                          STATION RECOVERY (1970)
 GD1851
 GD1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1851'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GD1851'THE DIRECTION BETWEEN THE REFERENCE MARKS CHECKED.  THE DISTANCE TO
 GD1851'REFERENCE MARK 1 WAS FOUND TO BE 167.12 FEET INSTEAD OF THE 246
 GD1851'FEET MENTIONED IN THE PREVIOUS DESCRIPTION.  NO OBJECT WAS VISIBLE
 GD1851'AT THIS TIME TO SET AN AZIMUTH MARK FROM.  A COMPLETE AND NEW
 GD1851'DESCRIPTION FOLLOWS.
 GD1851'
 GD1851'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF IDALIA, 132 FEET
 GD1851'SOUTH SOUTHWEST OF A POWER POLE, 102 FEET EAST OF A 20 INCH OAK
 GD1851'TREE, 107 FEET NORTHEAST OF A POWER POLE, 76 FEET WEST OF A 16 INCH
 GD1851'OAK TREE, 24 FEET NORTHWEST OF THE CENTERLINE OF GRAVELED ROAD,
 GD1851'44 FEET NORTHWEST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS
 GD1851'POST, AT THE HIGHEST POINT AND AT THE SOUTHEAST EDGE OF CLEARING
 GD1851'ABOUT 15 FEET ABOVE LEVEL OF THE ROAD.  THE MONUMENT PROJECTS 12
 GD1851'INCHES AND THE DISK IS STAMPED IDALIA 1930.
 GD1851'
 GD1851'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND COUNTY
 GD1851'ROADS J AND E AT THE EAST EDGE OF BLOOMFIELD, GO EASTERLY ON CO. RDC
 GD1851'E FOR 3.65 MILES TO A GRAVELED ROAD NORTH ABOUT 0.1 MILE WEST OF
 GD1851'CO.  RD. FF TO THE RIGHT.  TURN LEFT AND GO NORTH ON THE GRAVELED
 GD1851'ROAD FOR 1.0 MILE TO A T-ROAD EAST.  TURN RIGHT AND GO EAST AND
 GD1851'NORTHEAST ON THE GRAVELED ROAD FOR 0.85 MILE TO A Y-FORK.  TAKE
 GD1851'THE RIGHT FORK AND GO NORTHEAST ON THE GRAVELED ROAD FOR 0.6 MILE TO
 GD1851'THE HIGHEST POINT OF RIDGE, WOODS ROAD RIGHT AND STATION ON THE
 GD1851'LEFT.
 GD1851'
 GD1851'REFERENCE MARK 1 IS 72 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 GD1851'30 FEET EAST OF A 36 INCH OAK TREE, 17 FEET SOUTHWEST OF CENTERLINE
 GD1851'OF THE WOODS ROAD, 8 FEET NORTH OF AN 18 INCH OAK TREE AND 1 FOOT
 GD1851'SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND
 GD1851'THE DISK IS STAMPED IDALIA NO 1 1930.
 GD1851'
 GD1851'REFERENCE MARK 2 IS ON THE SOUTHWEST SLOPE OF THE HILL, ABOUT 5 FEET
 GD1851'LOWER THAN THE STATION MARK, 122 FEET SOUTH OF THE 20 INCH OAK TREE,
 GD1851'65 FEET NORTHWEST OF CENTERLINE OF ROAD, 42 FEET NORTHWEST OF THE
 GD1851'FENCE, 60 FEET NORTH OF A 14 INCH OAK TREE AND 10 FEET SOUTHEAST
 GD1851'OF A POWER POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 GD1851'STAMPED IDALIA NO 2 1930.
 GD1851'
 GD1851'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1851'
 GD1851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5 MILES
 GD1851'NORTHEAST OF BLOOMFIELD.
 GD1851
 GD1851                          STATION RECOVERY (1991)
 GD1851
 GD1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1851'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF
 GD1851'BLOOMFIELD, 11.3 KM (7.00 MI) NORTH OF ESSEX AND 4.8 KM (3.00 MI)
 GD1851'NORTHEAST OF IDALIA.  OWNERSHIP--STODDARD COUNTY, ATTENTION NORMAN
 GD1851'MOORE, COUNTY COURTHOUSE, BLOOMFIELD, MO 63825, PHONE IS
 GD1851'314-568-3339.
 GD1851'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND COUNTY
 GD1851'ROADS J AND E IN EAST BLOOMFIELD, GO EASTERLY ON COUNTY ROAD E FOR
 GD1851'5.73 KM (3.55 MI) TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO
 GD1851'NORTH ON COUNTY ROAD 524 FOR 1.62 KM (1.00 MI) TO A ROAD ON THE
 GD1851'RIGHT.  TURN RIGHT AND GO EASTERLY ON A GRAVELED ROAD FOR 1.28 KM
 GD1851'(0.80 MI) TO A Y-FORK, TAKE THE RIGHT FORK AND GO NORTHEASTERLY ON A
 GD1851'WINDING GRAVELED ROAD FOR 0.96 KM (0.60 MI) TO THE HIGHEST POINT OF A
 GD1851'RIDGE AND A GRAVELED ROAD ON THE RIGHT AND THE STATION ON THE LEFT ON
 GD1851'TOP OF A CUTBANK.
 GD1851'THE STATION IS LOCATED 32.6 M (107.0 FT) NORTHEAST FROM A UTILITY
 GD1851'POLE, 31.1 M (102.0 FT) EAST FROM A 26-INCH OAK TREE, 13.4 M
 GD1851'(44.0 FT) NORTHWEST FROM THE CENTER OF A GRAVELED ROAD, 13.3 M
 GD1851'(43.6 FT) WEST FROM THE EXTENDED CENTER OF A GRAVELED ROAD LEADING
 GD1851'EAST, 7.3 M (24.0 FT) NORTHWEST FROM A FENCE AND 0.3 M (1.0 FT)
 GD1851'SOUTHWEST FROM A METAL WITNESS POST.  THE STATION PROJECTS 30 CM ABOVE
 GD1851'THE GROUND AND IS 4.6 M (15.1 FT) ABOVE THE GRAVELED ROAD.
 GD1851'DESCRIBED BY E.J. HANSMANN.
 GD1851
 GD1851                          STATION RECOVERY (2002)
 GD1851
 GD1851'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0934 ***********************************************************************
 GE0934  DESIGNATION -  IDLEWILD
 GE0934  PID         -  GE0934
 GE0934  STATE/COUNTY-  MO/STODDARD
 GE0934  USGS QUAD   -  ACORN RIDGE (1978)
 GE0934
 GE0934                         *CURRENT SURVEY CONTROL
 GE0934  ___________________________________________________________________
 GE0934* NAD 83(1997)-  36 59 55.55689(N)    090 05 34.45818(W)     ADJUSTED  
 GE0934* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 GE0934  ___________________________________________________________________
 GE0934  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 GE0934  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GE0934
 GE0934  HORZ ORDER  -  THIRD
 GE0934
 GE0934.The horizontal coordinates were established by classical geodetic methods
 GE0934.and adjusted by the National Geodetic Survey in February 2000..
 GE0934
 GE0934.The orthometric height was scaled from a topographic map.
 GE0934
 GE0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0934
 GE0934.The geoid height was determined by GEOID03.
 GE0934
 GE0934;                    North         East     Units Scale Factor Converg.
 GE0934;SPC MO E     -   129,393.092   286,234.457   MT  0.99994950   +0 14 42.0
 GE0934;UTM  15      - 4,098,686.960   758,696.927   MT  1.00042453   +1 45 01.6
 GE0934
 GE0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0934!SPC MO E     -   0.99998271  x   0.99994950  =   0.99993221
 GE0934!UTM  15      -   0.99998271  x   1.00042453  =   1.00040723
 GE0934
 GE0934:                Primary Azimuth Mark                     Grid Az
 GE0934:SPC MO E     -  IDLEWILD AZ MK                           020 55 04.6
 GE0934:UTM  15      -  IDLEWILD AZ MK                           019 24 45.0
 GE0934
 GE0934|---------------------------------------------------------------------|
 GE0934| PID    Reference Object                     Distance      Geod. Az  |
 GE0934|                                                           dddmmss.s |
 GE0934| CI3919 IDLEWILD AZ MK                                     0210946.6 |
 GE0934| CI3921 IDLEWILD RM 2                        23.095 METERS 20345     |
 GE0934| CI3920 IDLEWILD RM 1                        20.854 METERS 32229     |
 GE0934|---------------------------------------------------------------------|
 GE0934
 GE0934                          SUPERSEDED SURVEY CONTROL
 GE0934
 GE0934  NAD 83(1997)-  36 59 55.56048(N)    090 05 34.45765(W) AD(       ) 3
 GE0934  NAD 83(1997)-  36 59 55.56784(N)    090 05 34.45627(W) AD(       ) 3
 GE0934  NAD 83(1986)-  36 59 55.56857(N)    090 05 34.45759(W) AD(       ) 3
 GE0934  NAD 27      -  36 59 55.37470(N)    090 05 34.10320(W) AD(       ) 3
 GE0934
 GE0934.Superseded values are not recommended for survey control.
 GE0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0934.See file dsdata.txt to determine how the superseded data were derived.
 GE0934
 GE0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5869798687(NAD 83)
 GE0934_MARKER: DS = TRIANGULATION STATION DISK
 GE0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0934_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0934
 GE0934  HISTORY     - Date     Condition        Report By
 GE0934  HISTORY     - 1963     MONUMENTED       CGS
 GE0934
 GE0934                          STATION DESCRIPTION
 GE0934
 GE0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE0934'ABOUT 5 MILES NORTHEAST OF PUXICO, ON A HIGH HILL JUST SOUTH
 GE0934'OF THE SMALL SETTLEMENT OF IDLEWILD, IN THE SE 1/4 OF SEC. 8,
 GE0934'T-28-N, R-9-E, AND ON THE PROPERTY OF MR. CLYDE WATERS.  IT IS
 GE0934'51 FEET SOUTHEAST OF A PIPELINE MARKER POLE 856, 30 FEET
 GE0934'SOUTHEAST OF A PIPELINE MARKER POLE 856, 30 FEET SOUTHWEST OF A
 GE0934'30 INCH OAK TREE, 15 FEET EAST OF THE CENTERLINE OF A WOODS
 GE0934'ROAD AND 5 FEET NORTHWEST OF A WITNESS POST.  THE MONUMENT
 GE0934'PROJECTS 5 INCHES AND THE DISK IS STAMPED IDLEWILD 1963.
 GE0934'
 GE0934'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 GE0934'51 AND COUNTY ROAD PP IN PUXICO, GO NORTHEAST OF HIGHWAY
 GE0934'51 FOR 5.2 MILES TO THE IDLEWILD MOTOR COURT ON THE LEFT.
 GE0934'CONTINUE NORTHEAST ON HIGHWAY 51 FOR 0.35 MILE TO A SIDE
 GE0934'ROAD RIGHT.  *TURN RIGHT AND GO SOUTH ON THE GRADED ROAD
 GE0934'FOR 0.1 MILE TO A HOUSE.  KEEP LEFT PASSING TO THE EAST
 GE0934'SIDE OF THE HOUSE AND CONTINUE SOUTHERLY ON THE GRADED ROAD
 GE0934'FOR 0.25 MILE TO A WOODEN BRIDGE ON THE RIGHT.  TURN RIGHT
 GE0934'CROSSING THE BRIDGE AND CONTINUE SOUTHERLY ON THE GRADED
 GE0934'ROAD FOR 0.3 MILE TO A ROAD FORK.  KEEP THE LEFT FORK AND
 GE0934'CONTINUE SOUTHERLY UP THE HILL FOR 0.15 MILE TO THE STATION
 GE0934'ON THE LEFT.
 GE0934'
 GE0934'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHEASTERLY
 GE0934'ON HIGHWAY 51 FOR 0.6 MILE TO A FIELD ROAD LEFT AND THE
 GE0934'AZIMUTH MARK ON THE LEFT.
 GE0934'
 GE0934'REFERENCE MARK 1 IS 73 FEET NORTHWEST OF THE WITNESS POST,
 GE0934'21 FEET WEST OF THE CENTERLINE OF THE WOODS ROAD AND 16
 GE0934'FEET NORTH OF THE PIPELINE MARKER POLE.  THE MONUMENT PROJECTS
 GE0934'3 INCHES AND THE DISK IS STAMPED IDLEWILD NO 1 1963.
 GE0934'
 GE0934'REFERENCE MARK 2 IS 105 FEET SOUTHWEST OF THE 30 INCH OAK
 GE0934'TREE, 21 FEET NORTH OF AN 18 INCH OAK TREE, 75 FEET SOUTHWEST
 GE0934'OF THE WITNESS POST AND 8 FEET WEST OF THE CENTERLINE OF
 GE0934'THE WOODS ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE
 GE0934'DISK IS STAMPED IDLEWILD NO 2 1963.
 GE0934'
 GE0934'THE AZIMUTH MARK IS 74 FEET NORTHWEST OF THE INTERSECTION
 GE0934'OF HIGHWAY 51 AND THE FIELD ROAD, 1 FOOT SOUTHWEST OF A
 GE0934'WITNESS POST AND A GATE POST AND 1 FOOT SOUTHEAST OF A FENCE.
 GE0934'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED IDLEWILD
 GE0934'1963.
 GE0934'
 GE0934'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2699 ***********************************************************************
 JD2699  DESIGNATION -  IMMANUEL EVAN LUTHERAN CHURCH
 JD2699  PID         -  JD2699
 JD2699  STATE/COUNTY-  MO/BENTON
 JD2699  USGS QUAD   -  LINCOLN (1961)
 JD2699
 JD2699                         *CURRENT SURVEY CONTROL
 JD2699  ___________________________________________________________________
 JD2699* NAD 83(1997)-  38 27 01.42632(N)    093 22 15.80694(W)     ADJUSTED  
 JD2699* NAVD 88     -                                                        
 JD2699  ___________________________________________________________________
 JD2699  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 JD2699  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JD2699
 JD2699  HORZ ORDER  -  THIRD
 JD2699
 JD2699.The horizontal coordinates were established by classical geodetic methods
 JD2699.and adjusted by the National Geodetic Survey in February 2000..
 JD2699
 JD2699
 JD2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2699
 JD2699.The geoid height was determined by GEOID03.
 JD2699
 JD2699;                    North         East     Units Scale Factor Converg.
 JD2699;SPC MO C     -   290,782.617   423,967.561   MT  1.00000450   -0 32 30.1
 JD2699;UTM  15      - 4,255,854.530   467,622.347   MT  0.99961291   -0 13 50.7
 JD2699
 JD2699                          SUPERSEDED SURVEY CONTROL
 JD2699
 JD2699  NAD 83(1997)-  38 27 01.43147(N)    093 22 15.80559(W) AD(       ) 4
 JD2699  NAD 83(1986)-  38 27 01.43600(N)    093 22 15.80629(W) AD(       ) 4
 JD2699  NAD 27      -  38 27 01.36300(N)    093 22 15.06200(W) AD(       ) 3
 JD2699
 JD2699.Superseded values are not recommended for survey control.
 JD2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2699.See file dsdata.txt to determine how the superseded data were derived.
 JD2699
 JD2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC6762255855(NAD 83)
 JD2699_MARKER: 90 = CHURCH SPIRE
 JD2699
 JD2699  HISTORY     - Date     Condition        Report By
 JD2699  HISTORY     - 1948     FIRST OBSERVED   CGS
 JD2699  HISTORY     - 1963     GOOD             CGS
 JD2699
 JD2699                          STATION DESCRIPTION
 JD2699
 JD2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2699'LOCATED ON THE SOUTH SIDE OF A DIRT ROAD, ABOUT 6 MILES
 JD2699'NORTHWEST OF LINCOLN.  THE SPIRE WITH A CROSS ON TOP IS ABOUT
 JD2699'55 FEET IN HEIGHT.
 JD2699'
 JD2699'TO REACH FROM THE POST OFFICE IN LINCOLN, GO NORTHWEST ON A
 JD2699'GRAVELED ROAD FOR 4.25 MILES TO A T ROAD, TURN LEFT FOR 1.8
 JD2699'MILES TO THE CHURCH ON THE LEFT.
 JD2699'
 JD2699'POINT OBSERVED UPON WAS THE TOP OF THE SPIRE.
 JD2699
 JD2699                          STATION RECOVERY (1963)
 JD2699
 JD2699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 JD2699'THIS STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1948 AND
 JD2699'THERE APPEARS TO BE NO CHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1366 ***********************************************************************
 KE1366  DESIGNATION -  INDEPENDENCE
 KE1366  PID         -  KE1366
 KE1366  STATE/COUNTY-  MO/JACKSON
 KE1366  USGS QUAD   -  INDEPENDENCE (1990)
 KE1366
 KE1366                         *CURRENT SURVEY CONTROL
 KE1366  ___________________________________________________________________
 KE1366* NAD 83(1997)-  39 06 05.17313(N)    094 24 52.08423(W)     ADJUSTED  
 KE1366* NAVD 88     -       317.5    (meters)    1042.     (feet)  VERTCON   
 KE1366  ___________________________________________________________________
 KE1366  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 KE1366  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KE1366
 KE1366  HORZ ORDER  -  FIRST
 KE1366
 KE1366.The horizontal coordinates were established by classical geodetic methods
 KE1366.and adjusted by the National Geodetic Survey in February 2000..
 KE1366
 KE1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1366
 KE1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1366
 KE1366.The geoid height was determined by GEOID03.
 KE1366
 KE1366;                    North         East     Units Scale Factor Converg.
 KE1366;SPC MO W     -   325,713.386   857,398.318   MT  0.99994185   +0 03 14.2
 KE1366;UTM  15      - 4,328,985.536   377,691.256   MT  0.99978420   -0 53 32.0
 KE1366
 KE1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1366!SPC MO W     -   0.99995530  x   0.99994185  =   0.99989715
 KE1366!UTM  15      -   0.99995530  x   0.99978420  =   0.99973951
 KE1366
 KE1366:                Primary Azimuth Mark                     Grid Az
 KE1366:SPC MO W     -  KANSAS CITY CHICAGO AWY BCN 1            025 22 43.4
 KE1366:UTM  15      -  KANSAS CITY CHICAGO AWY BCN 1            026 19 29.6
 KE1366
 KE1366|---------------------------------------------------------------------|
 KE1366| PID    Reference Object                     Distance      Geod. Az  |
 KE1366|                                                           dddmmss.s |
 KE1366| KE1412 KANSAS CITY CHICAGO AWY BCN 1       APPROX.20.1 KM 0252557.6 |
 KE1366| KE1321 KANSAS CITY CHICAGO AWY BCN 2       APPROX.33.8 KM 0390546.7 |
 KE1366| KE1378 KANSAS CITY ST LOUIS AWY BCN 1      APPROX. 3.7 KM 0551105.3 |
 KE1366| KE1380 INDEPENDENCE RM 4                    15.276 METERS 09003     |
 KE1366| CL7149 INDEPENDENCE RM 1                    20.583 METERS 09339     |
 KE1366| KE1360 LAKE CITY ARSENAL RESIDENT TK       APPROX.11.9 KM 0992756.2 |
 KE1366| KE1356 BLUE SPRINGS MUNICIPAL TANK         APPROX.15.0 KM 1281635.6 |
 KE1366| KE1357 BLUE SPRINGS DISTRICT 8 TANK        APPROX.14.1 KM 1355553.3 |
 KE1366| CL7150 INDEPENDENCE RM 2                    23.095 METERS 17150     |
 KE1366| KE1377 INDEPENDENCE SOUTH DODGION TK       APPROX. 3.4 KM 1763346.6 |
 KE1366| JE1874 LEES SUMMIT UNITY SCHOOL TOWER      APPROX.17.1 KM 1775837.7 |
 KE1366| KE1369 RAYTOWN NE MUNICIPAL TANK           APPROX. 8.2 KM 1934835.9 |
 KE1366| KE1381 INDEPENDENCE N MUN TANK             149.595 METERS 22300     |
 KE1366| KE1472 KANSAS CITY TV STA WDAF ANT         APPROX.16.0 KM 2582355.9 |
 KE1366| KE1451 KANSAS CITY MO CITY HALL FLAG       APPROX.14.1 KM 2694023.6 |
 KE1366| CL7147 INDEPENDENCE AZ MK                                 2713454.1 |
 KE1366| KE1391 INDEPENDENCE AZ MK 3                APPROX. 1.1 KM 2714157.9 |
 KE1366| CL7148 INDEPENDENCE AZ MK RESET                           2725400.0 |
 KE1366| CL7152 INDEPENDENCE RM 5                    14.722 METERS 27531     |
 KE1366| CL7151 INDEPENDENCE RM 3                    14.213 METERS 27541     |
 KE1366| KE1416 LIBERTY MUNICIPAL TANK              APPROX.16.8 KM 3585830.2 |
 KE1366|---------------------------------------------------------------------|
 KE1366
 KE1366                          SUPERSEDED SURVEY CONTROL
 KE1366
 KE1366  NAD 83(1997)-  39 06 05.17317(N)    094 24 52.08426(W) AD(       ) 1
 KE1366  NAD 83(1986)-  39 06 05.18004(N)    094 24 52.07894(W) AD(       ) 1
 KE1366  NAD 27      -  39 06 05.16286(N)    094 24 51.25464(W) AD(       ) 1
 KE1366  NGVD 29 (07/19/86)  317.4    (m)         1041.     (f) VERT ANG       
 KE1366
 KE1366.Superseded values are not recommended for survey control.
 KE1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1366.See file dsdata.txt to determine how the superseded data were derived.
 KE1366
 KE1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7769128986(NAD 83)
 KE1366_MARKER: DS = TRIANGULATION STATION DISK
 KE1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KE1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1366+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2005
 KE1366
 KE1366  HISTORY     - Date     Condition        Report By
 KE1366  HISTORY     - 1934     MONUMENTED       CGS
 KE1366  HISTORY     - 1949     GOOD             CGS
 KE1366  HISTORY     - 1958     GOOD             CGS
 KE1366  HISTORY     - 1963     GOOD             MOHC
 KE1366  HISTORY     - 1972     GOOD             NGS
 KE1366  HISTORY     - 1980     GOOD             MJH
 KE1366  HISTORY     - 1980     GOOD             NGS
 KE1366  HISTORY     - 1981     GOOD             NGS
 KE1366  HISTORY     - 20010331 GOOD             NGS
 KE1366  HISTORY     - 20020614 GOOD             INDIV
 KE1366  HISTORY     - 20050723 GOOD             GEOCAC
 KE1366
 KE1366                          STATION DESCRIPTION
 KE1366
 KE1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1366'STATION IS IN THE N EDGE OF INDEPENDENCE, IN THE SE CORNER OF
 KE1366'THE SW 1/4 SECTION 35, T 50 N, R 32 W, ON THE RIGHT-OF-WAY OF
 KE1366'INDEPENDENCE AVENUE (U.S. HIGHWAY 24).  THE MARK IS 38 FEET N
 KE1366'OF THE CENTER LINE OF INDEPENDENCE AVENUE, 33 FEET E OF AN
 KE1366'ALLEY, 1 FOOT S OF A HEDGE FENCE, 158 FEET W OF THE CENTER LINE
 KE1366'OF LYNN STREET, AND PROJECTS 2 INCHES.
 KE1366'
 KE1366'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1366'BRONZE DISKS SET IN CONCRETE.
 KE1366'
 KE1366'REFERENCE MARK NO. 1 IS E OF THE STATION, 30 FEET N OF THE
 KE1366'CENTER LINE OF INDEPENDENCE AVENUE, 90.55 FEET NE OF REFERENCE
 KE1366'MARK NO. 2, 22 FEET SSW OF THE SW CORNER OF A STONE HOUSE, 90
 KE1366'FEET W OF THE CENTER LINE OF LYNN STREET AND IS SET FLUSH.
 KE1366'
 KE1366'REFERENCE MARK NO. 2 IS S OF THE STATION, 18 FEET E OF THE NE
 KE1366'CORNER OF A SMALL STORE, 38 FEET S OF THE CENTER LINE OF
 KE1366'INDEPENDENCE AVENUE, ROUTE 24, 155 FEET W OF THE CENTER LINE OF
 KE1366'LYNN STREET AND IS SET FLUSH.
 KE1366'
 KE1366'THE AZIMUTH MARK IS W OF THE STATION, 45 FEET S OF THE CENTER
 KE1366'LINE OF INDEPENDENCE AVENUE, 98 FEET E OF THE CENTER LINE OF
 KE1366'RIVER STREET, AND PROJECTS 3 INCHES.
 KE1366'
 KE1366'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 KE1366
 KE1366                          STATION RECOVERY (1949)
 KE1366
 KE1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1366'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KE1366'WERE RECOVERED AND ARE IN GOOD CONDITION.
 KE1366'
 KE1366'THE AZIMUTH MARK WAS NOT RECOVERED AND A NEW ONE WAS ESTABLISHED.
 KE1366'
 KE1366'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION-
 KE1366'
 KE1366'THE STATION IS LOCATED IN THE NORTH EDGE OF INDEPENDENCE AND ON
 KE1366'THE RIGHT-OF-WAY OF INDEPENDENCE AVENUE (U.S. HIGHWAY NO. 24).  IT
 KE1366'IS 158 FEET WEST OF THE CENTER OF LYNN STREET, 57 FEET WEST OF
 KE1366'THE CENTER OF A DRIVEWAY, 38 FEET NORTH OF THE CENTER OF
 KE1366'INDEPENDENCE AVENUE, 33 FEET EAST OF THE CENTER OF AN ALLEY,
 KE1366'7 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, AND 1.0 FOOT SOUTH
 KE1366'OF A HEDGE.  IT PROJECTS 2 INCHES AND IS STAMPED INDEPENDENCE
 KE1366'1934.
 KE1366'
 KE1366'REFERENCE MARK NO. 1 IS 38.5 FEET NORTH OF THE CENTER OF
 KE1366'INDEPENDENCE AVENUE, 21.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 KE1366'CORNER OF A STONE HOUSE, 11 FEET EAST OF THE CENTER OF A
 KE1366'DRIVEWAY, AND 7 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK.  IT
 KE1366'IS SET FLUSH WITH THE GROUND AND IS STAMPED, INDEPENDENCE NO 1
 KE1366'1934.
 KE1366'
 KE1366'REFERENCE MARK NO. 2 IS 34.5 FEET SOUTH OF THE CENTER OF
 KE1366'INDEPENDENCE AVENUE, 45 FEET EAST OF THE CENTER OF AN ALLEY, 18
 KE1366'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A STORE, AND 1.0
 KE1366'FOOT SOUTH OF THE SOUTH EDGE OF A SIDEWALK.  IT IS SET FLUSH
 KE1366'AND IS STAMPED, INDEPENDENCE NO 2.
 KE1366'
 KE1366'THE AZIMUTH MARK IS 37.5 FEET NORTH OF THE CENTER OF INDEPENDENCE
 KE1366'AVENUE (U.S. HIGHWAY NO. 24), 20 FEET WEST OF THE CENTER OF N
 KE1366'RIVER STREET, 15 FEET SOUTH OF A POWERLINE POLE, AND 2.5 FEET
 KE1366'SOUTH-SOUTHEAST OF A STREET SIGN POST.  IT PROJECTS 1 INCH AND IS
 KE1366'STAMPED, INDEPENDENCE RESET 1949.
 KE1366'
 KE1366'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 KE1366'SQUARE IN INDEPENDENCE, GO NORTH ON N MAIN STREET FOR 0.6 MILE
 KE1366'TO INDEPENDENCE AVENUE, TURN RIGHT AND GO EAST ON INDEPENDENCE
 KE1366'AVENUE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 KE1366'
 KE1366'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 KE1366'INDEPENDENCE AVENUE FOR 0.7 MILE TO THE TOP OF A GRADE AND THE
 KE1366'MARK ON THE RIGHT.
 KE1366'
 KE1366'AN 87 FOOT SIGNAL AT LIBERTY 1934 IS VISIBLE AT 37 FEET.
 KE1366'
 KE1366'AN 87 FOOT SIGNAL AT CRAB IS VISIBLE AT 50 FEET.
 KE1366'
 KE1366'A 4 FOOT SIGNAL AT SHROUT IS VISIBLE AT 77 FEET.
 KE1366'
 KE1366'A 64 FOOT SIGNAL AT DEWEY IS VISIBLE AT 50 FEET.
 KE1366'
 KE1366'AN 87 FOOT SIGNAL AT CAMPBELL IS VISIBLE AT 50 FEET.
 KE1366'
 KE1366'A 74 FOOT SIGNAL AT BLUE IS VISIBLE AT 50 FEET.
 KE1366'
 KE1366'A 74 FOOT SIGNAL AT BRAUN IS VISIBLE AT 50 FEET.
 KE1366'
 KE1366'A 74 FOOT SIGNAL AT BOWLER 1884 IS VISIBLE AT 77 FEET.
 KE1366'
 KE1366'A 6 FOOT SIGNAL AT BUSTER (MO. RC) IS VISIBLE AT 50 FEET.
 KE1366'
 KE1366'A 100 FOOT SIGNAL AT ADAMS 1934 IS VISIBLE AT 50 FEET.
 KE1366'
 KE1366'A 4 FOOT SIGNAL AT VIEW IS VISIBLE AT 50 FEET.
 KE1366
 KE1366                          STATION RECOVERY (1958)
 KE1366
 KE1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KE1366'THIS STATION WAS RECOVERED IN GOOD CONDITION AND ALL MARKS
 KE1366'WERE FOUND, BUT ALL THE HOUSES IN THE ENTIRE BLOCK ON THE NORTH
 KE1366'SIDE OF INDEPENDENCE AVENUE HAVE BEEN RAZED AND A SAFEWAY FOOD
 KE1366'STORE WITH PARKING AREA OCCUPIES THE WEST 2/3 OF THE BLOCK.  THE
 KE1366'EAST 1/3 OF THE BLOCK IS VACANT AT THE PRESENT TIME.  A NEW
 KE1366'REFERENCE MARK NO. 3 WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 KE1366'FOLLOWS.
 KE1366'
 KE1366'THE STATION IS LOCATED ON THE NORTH EDGE OF INDEPENDENCE AND ON
 KE1366'THE RIGHT-OF-WAY OF INDEPENDENCE AVENUE (U.S. HIGHWAY 24), 158
 KE1366'FEET WEST OF THE CENTER OF LYNN STREET, ABOUT 100 FEET SOUTHEAST
 KE1366'OF A SAFEWAY FOOD STORE, 38 FEET NORTH OF THE CENTER OF
 KE1366'INDEPENDENCE AVENUE, 17 FEET EAST OF THE EAST EDGE OF DRIVEWAY
 KE1366'TO SAFEWAY STORE, 10 FEET SOUTHEAST OF THE SOUTH STEEL LEG FOR
 KE1366'SAFEWAY STORE SIGN, AND 7 FEET NORTH OF THE NORTH EDGE OF
 KE1366'SIDEWALK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KE1366'INDEPENDENCE 1934.
 KE1366'
 KE1366'REFERENCE MARK NO. 1 IS 67.57 FEET EAST OF THE STATION, 90 FEET
 KE1366'WEST OF THE CENTER OF LYNN STREET, 38 FEET NORTH OF THE CENTER
 KE1366'OF INDEPENDENCE AVENUE, AND 7 FEET NORTH OF THE NORTH EDGE OF
 KE1366'SIDEWALK.  THE MARK IS 8 INCHES BELOW THE SURFACE OF THE GROUND
 KE1366'AND THE DISK IS STAMPED INDEPENDENCE NO 1 1934.
 KE1366'
 KE1366'REFERENCE MARK NO. 2 IS 75.77 FEET SOUTH OF THE STATION, 38
 KE1366'FEET SOUTH OF THE CENTER OF INDEPENDENCE AVENUE, 18 FEET
 KE1366'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK BUILDING
 KE1366'OCCUPIED BY A BARBER SHOP, AND 1 FOOT SOUTH OF THE SOUTH
 KE1366'OF SIDEWALK.  THE MARK IS FLUSH WITH THE LEVEL OF THE SIDEWALK
 KE1366'AND THE DISK IS STAMPED INDEPENDENCE NO 2 1934.
 KE1366'
 KE1366'REFERENCE MARK NO. 3 IS 46.63 FEET WEST OF THE STATION SET IN
 KE1366'CONCRETE CURB FOR PARKING AREA FOR SAFEWAY STORE, 9 FEET NORTH
 KE1366'OF THE NORTH EDGE OF SIDEWALK, 5 FEET WEST OF THE WEST EDGE OF
 KE1366'DRIVEWAY, AND 4 FEET WEST OF THE EAST END OF CURB.  THE MARK
 KE1366'IS SET IN A DRILLHOLE IN CONCRETE CURB AND THE DISK IS STAMPED
 KE1366'INDEPENDENCE NO 3 1934.
 KE1366'
 KE1366'AZIMUTH MARK IS 0.7 MILE WEST OF THE STATION, 38 FEET NORTH OF
 KE1366'THE CENTER OF INDEPENDENCE AVENUE (U.S. HIGHWAY 24), 20 FEET
 KE1366'WEST OF RIVER STREET, 15 FEET SOUTH OF A POWERLINE POLE, AND 2.5
 KE1366'FEET SOUTH-SOUTHEAST OF A STREET SIGNPOST.  THE MARK PROJECTS 1
 KE1366'INCH AND THE DISK IS STAMPED INDEPENDENCE RESET 1949.
 KE1366'
 KE1366'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 KE1366'IN INDEPENDENCE, GO NORTH ON N. MAIN STREET FOR 0.6 MILE TO
 KE1366'INDEPENDENCE AVENUE.  TURN RIGHT AND GO EAST ON INDEPENDENCE
 KE1366'AVENUE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 KE1366'
 KE1366'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 KE1366'INDEPENDENCE AVENUE FOR 0.7 MILE TO N. RIVER STREET AND THE
 KE1366'AZIMUTH MARK ON THE RIGHT.
 KE1366
 KE1366                          STATION RECOVERY (1963)
 KE1366
 KE1366'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1963 (PEC)
 KE1366'STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 KE1366'REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AS NO SEARCH WAS
 KE1366'MADE FOR THEM.
 KE1366
 KE1366                          STATION RECOVERY (1972)
 KE1366
 KE1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1366'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED.  REFERENCE MARK
 KE1366'2 AND THE AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE FOUND.
 KE1366'REFERENCE MARK 4, 5 AND AN AZIMUTH MARK WERE ESTABLISHED.  A TOWER
 KE1366'COULD NOT BE ERECTED OVER THE STATION DUE TO ITS PROXIMITY TO A
 KE1366'HEDGE ROW, A SIDEWALK AND A ROAD.  REFERENCE MARK 4 WAS OCCUPIED.  A
 KE1366'DIFFERENCE OF 0.04 FEET OR 0.014 METERS SHORTER WAS NOTED IN
 KE1366'THE DISTANCE TO REFERENCE MARK 1.  THERE WAS NO PREVIOUSLY
 KE1366'OBSERVED OBJECTS VISIBLE AT THIS TIME TO CHECK THE DIRECTION
 KE1366'TO REFERENCE MARK 1.  FOLLOWING IS A NEW DESCRIPTION.
 KE1366'
 KE1366'THE STATION IS IN THE NORTHWEST ANGLE OF U.S. HIGHWAY 24 AND NORTH
 KE1366'LYNN STREET IN INDEPENDENCE.  IT IS IN THE SOUTHWEST 1/4 OF SEC.
 KE1366'35, T. 50 N., R. 32 W.
 KE1366'
 KE1366'TO REACH THE STATION FROM THE JUNCTION OF NOLAND ROAD AND U.S.
 KE1366'HIGHWAY 24 IN INDEPENDENCE, GO WEST ON U.S. HIGHWAY 24 FOR 0.1 MILE
 KE1366'TO THE STATION ON THE RIGHT.
 KE1366'
 KE1366'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 KE1366'24 FOR 0.65 MILE TO THE MARK ON THE LEFT.
 KE1366'
 KE1366'STATION MARK IS A STANDARD DISK, STAMPED INDEPENDENCE 1934, SET IN
 KE1366'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 1 INCH
 KE1366'ABOVE THE GROUND.  IT IS 19.4 FEET NORTH OF THE NORTH CURB OF U.S.
 KE1366'HIGHWAY 24, 16.0 FEET WEST OF THE CENTER OF A PAVED DRIVEWAY AND
 KE1366'SET AT THE SOUTH END OF A HEDGE ROW.
 KE1366'
 KE1366'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED INDEPENDENCE NO 1
 KE1366'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS
 KE1366'9 INCHES BELOW THE GROUND SURFACE.  IT IS 89.0 FEET WEST OF THE
 KE1366'CENTER OF NORTH LYNN STREET, 18.6 FEET NORTH OF THE NORTH CURB OF
 KE1366'U.S.  HIGHWAY 24, 1.0 FOOT WEST OF A SMALL CEDAR SHRUB AND
 KE1366'ABOUT THE SAME ELEVATION AS THE STATION.
 KE1366'
 KE1366'REFERENCE MARKS 4 ARE STANDARD DISKS, STAMPED INDEPENDENCE 1934 NO
 KE1366'4 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KE1366'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 107.2 FEET
 KE1366'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FARM HOME SAVINGS
 KE1366'AND LOAN BUILDING, 107.0 FEET WEST OF THE CENTER OF NORTH LYNN
 KE1366'STREET, 32.8 FEET EAST OF THE CENTER OF THE PAVED DRIVEWAY AND
 KE1366'21.9 FEET NORTH OF THE NORTH CURB OF U.S. HIGHWAY 24.  THE
 KE1366'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 KE1366'INCHES BELOW THE GROUND SURFACE.
 KE1366'
 KE1366'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED INDEPENDENCE 1934 NO
 KE1366'5 1972, CEMENTED IN A DRILL HOLE IN A CURB AT THE SOUTH END OF A
 KE1366'PARKING LOT.  IT IS 62.2 FEET WEST OF THE CENTER OF THE PAVED
 KE1366'DRIVEWAY, 21.6 FEET NORTH OF THE NORTH CURB OF U.S. HIGHWAY 24,
 KE1366'5.0 FEET WEST OF THE EAST END OF THE CURB AND ABOUT THE SAME
 KE1366'ELEVATION AS THE STATION.
 KE1366'
 KE1366'AZIMUTH MARK IS A STANDARD DISK, STAMPED INDEPENDENCE 1934 1972,
 KE1366'CEMENTED IN A DRILL HOLE IN A CONCRETE APRON FOR A DRAIN.  IT IS
 KE1366'35.3 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 24, 31.9 FEET EAST OF
 KE1366'A STREET LIGHT POLE AND 3.4 FEET NORTH OF A WITNESS POST.
 KE1366'
 KE1366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN INDEPENDENCE.
 KE1366'
 KE1366'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KE1366
 KE1366                          STATION RECOVERY (1980)
 KE1366
 KE1366'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1980 (JC)
 KE1366'INDEPENDENCE STATION MARK 1934 RECOVERED EXCELLENT.
 KE1366'
 KE1366'RM NO. 5 1972 RECOVERED EXCELLENT.
 KE1366'
 KE1366'COULD NOT LOCATE AZ. MK.
 KE1366'
 KE1366'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN INDEPENDENCE.
 KE1366
 KE1366                          STATION RECOVERY (1980)
 KE1366
 KE1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KE1366'SURFACE STATION MARK, INDEPENDENCE RM 4, REFERENCE MARK 5 AND THE
 KE1366'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 KE1366'SEARCHED FOR BUT NOT FOUND.  MEASUREMENTS PLACE THIS MARK UNDER A
 KE1366'SIDEWALK.  THE DIRECTION TO REFERENCE MARK 5 WAS 36 SECONDS SMALLER
 KE1366'THAN 1972 DATA WHILE THE DIRECTION TO INDEPENDENCE RM 4 WAS 10 SECONDS
 KE1366'SMALLER.  THE DISTANCES TO THE MARKS AGREED WITH 1972 DATA.  THE
 KE1366'UNDERGROUND MARK WAS NOT INSPECTED.  U.S. HIGHWAY 24 HAS BEEN WIDENED
 KE1366'TO 4 LANES OF TRAFFIC.  DUE TO THIS AND OTHER MINOR CHANGES, A NEW
 KE1366'DESCRIPTION FOLLOWS.
 KE1366'
 KE1366'THE STATION IS LOCATED AT 110 EAST U.S. HIGHWAY 24, AT THE NORTHWEST
 KE1366'ANGLE OF THE HIGHWAY AND LYNN STREET IN INDEPENDENCE AND IN THE SW 1/4
 KE1366'SEC 35 T50N R32W.
 KE1366'
 KE1366'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 KE1366'24 FOR 0.65 MILE TO THE MARK ON THE LEFT JUST EAST OF A DUNKIN DONUT
 KE1366'SHOP AND ABOUT 100 YARDS EAST OF RIVER STREET.
 KE1366'
 KE1366'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---INDEPENDENCE
 KE1366'1934--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1
 KE1366'INCH.  IT IS 158 FEET WEST OF THE CENTERLINE OF NORTH LYNN STREET,
 KE1366'16.0 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY TO THE FARM AND HOME
 KE1366'SAVINGS AND LOAN BUILDING AT 112 EAST U.S. HIGHWAY 24, 10.8 FEET
 KE1366'SOUTHEAST OF THE SOUTH STEEL SIGN POST FOR THE UNCLAIMED FREIGHT STORE
 KE1366'AT 110 EAST U.S. HIGHWAY 24 AND 0.5 FOOT NORTH OF THE NORTH EDGE OF A
 KE1366'SIDEWALK.
 KE1366'
 KE1366'INDEPENDENCE RM 4, ALSO A FIRST-ORDER CONTROL POINT, IS A STANDARD
 KE1366'DISK, STAMPED---INDEPENDENCE 1934 NO 4 1972--- SET IN THE TOP OF A
 KE1366'ROUND CONCRETE POST THAT IS FLUSH.  IT IS 107.2 FEET SOUTH-SOUTHEAST
 KE1366'OF THE SOUTHWEST CORNER OF THE SAVINGS AND LOAN COMPANY BUILDING, 107
 KE1366'FEET WEST OF THE CENTERLINE OF NORTH LYNN STREET, 32.8 FEET EAST OF
 KE1366'THE CENTERLINE OF THE DRIVEWAY TO THE SAVINGS AND LOAN COMPANY AND 3
 KE1366'FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.  THE UNDERGROUND MARK
 KE1366'WAS NOT INSPECTED.
 KE1366'
 KE1366'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---INDEPENDENCE 1934 NO 5
 KE1366'1972--- CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB OF THE PARKING
 KE1366'LOT FOR THE UNCLAIMED FREIGHT STORE.  IT IS 62.2 FEET WEST OF THE
 KE1366'CENTERLINE OF THE ENTRANCE TO THE SAVINGS AND LOAN COMPANY, 8.0 FEET
 KE1366'EAST-NORTHEAST OF A POWERLINE POLE, 5.0 FEET WEST OF THE EAST END OF
 KE1366'THE CURB AND 3 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.
 KE1366'
 KE1366'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---INDEPENDENCE 1934
 KE1366'1972--- CEMENTED IN A DRILLHOLE IN THE CONCRETE APRON FOR A DRAINAGE
 KE1366'DITCH.  IT IS 35.3 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 24,
 KE1366'32.0 FEET EAST OF A STREET LIGHT POLE AND 1.5 FEET EAST OF THE EAST
 KE1366'END OF A CURB.
 KE1366
 KE1366                          STATION RECOVERY (1981)
 KE1366
 KE1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KE1366'STATION MARK AND AZIMUTH MARK 1972 WERE VISITED AND FOUND IN GOOD
 KE1366'CONDITION AND AS PREVIOUSLY DESCRIBED.  A POLARIS OBSERVATION WAS
 KE1366'TAKEN TO THE AZIMUTH MARK.
 KE1366
 KE1366                          STATION RECOVERY (2001)
 KE1366
 KE1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1366'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1366
 KE1366                          STATION RECOVERY (2002)
 KE1366
 KE1366'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 KE1366'RM5 WAS NOT SEARCHED FOR.  RM4 MAY NOT BE SUITABLE FOR GPS
 KE1366'OBSERVATIONS DUE TO SHELTER FOR ATM MACHINE CAUSING OBSTRUCTION.
 KE1366
 KE1366                          STATION RECOVERY (2005)
 KE1366
 KE1366'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1366'STATION, RM4, RM5 AND AZIMUTH MARK FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1391 ***********************************************************************
 KE1391  DESIGNATION -  INDEPENDENCE AZ MK 3
 KE1391  PID         -  KE1391
 KE1391  STATE/COUNTY-  MO/JACKSON
 KE1391  USGS QUAD   -  INDEPENDENCE (1990)
 KE1391
 KE1391                         *CURRENT SURVEY CONTROL
 KE1391  ___________________________________________________________________
 KE1391* NAD 83(1997)-  39 06 06.19040(N)    094 25 36.18896(W)     ADJUSTED  
 KE1391* NAVD 88     -       302.9    (meters)     994.     (feet)  VERTCON   
 KE1391  ___________________________________________________________________
 KE1391  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 KE1391  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KE1391
 KE1391  HORZ ORDER  -  SECOND
 KE1391
 KE1391.The horizontal coordinates were established by classical geodetic methods
 KE1391.and adjusted by the National Geodetic Survey in February 2000..
 KE1391
 KE1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1391
 KE1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1391
 KE1391.The geoid height was determined by GEOID03.
 KE1391
 KE1391;                    North         East     Units Scale Factor Converg.
 KE1391;SPC MO W     -   325,743.828   856,338.584   MT  0.99994167   +0 02 46.4
 KE1391;UTM  15      - 4,329,033.466   376,632.335   MT  0.99978740   -0 53 59.8
 KE1391
 KE1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1391!SPC MO W     -   0.99995759  x   0.99994167  =   0.99989926
 KE1391!UTM  15      -   0.99995759  x   0.99978740  =   0.99974500
 KE1391
 KE1391:                Primary Azimuth Mark                     Grid Az
 KE1391:SPC MO W     -  INDEPENDENCE                             091 38 43.7
 KE1391:UTM  15      -  INDEPENDENCE                             092 35 29.9
 KE1391
 KE1391|---------------------------------------------------------------------|
 KE1391| PID    Reference Object                     Distance      Geod. Az  |
 KE1391|                                                           dddmmss.s |
 KE1391| KE1366 INDEPENDENCE                        APPROX. 1.1 KM 0914130.1 |
 KE1391| KE1381 INDEPENDENCE N MUN TANK             APPROX. 1.0 KM 0982129.5 |
 KE1391|---------------------------------------------------------------------|
 KE1391
 KE1391                          SUPERSEDED SURVEY CONTROL
 KE1391
 KE1391  NAD 83(1997)-  39 06 06.19042(N)    094 25 36.18900(W) AD(       ) 2
 KE1391  NAD 83(1986)-  39 06 06.19764(N)    094 25 36.18365(W) AD(       ) 2
 KE1391  NAD 27      -  39 06 06.17980(N)    094 25 35.35803(W) AD(       ) 2
 KE1391  NGVD 29 (07/19/86)  302.8    (m)          993.     (f) VERT ANG       
 KE1391
 KE1391.Superseded values are not recommended for survey control.
 KE1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1391.See file dsdata.txt to determine how the superseded data were derived.
 KE1391
 KE1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7663229033(NAD 83)
 KE1391_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1391+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 KE1391
 KE1391  HISTORY     - Date     Condition        Report By
 KE1391  HISTORY     - 1972     MONUMENTED       NGS
 KE1391  HISTORY     - 1981     GOOD             NGS
 KE1391  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE1391  HISTORY     - 20020614 GOOD             INDIV
 KE1391  HISTORY     - 20050723 GOOD             GEOCAC
 KE1391
 KE1391                          STATION DESCRIPTION
 KE1391
 KE1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KE1391'THE MARK WAS VISITED AND FOUND IN GOOD CONDITION.  A POLARIS
 KE1391'OBSERVATION WAS TAKEN TO THIS MARK FROM STATION--INDEPENDENCE
 KE1391'1934--.
 KE1391
 KE1391                          STATION RECOVERY (2001)
 KE1391
 KE1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1391'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1391
 KE1391                          STATION RECOVERY (2002)
 KE1391
 KE1391'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 KE1391'RECOVERED IN GOOD CONDITION.
 KE1391
 KE1391                          STATION RECOVERY (2005)
 KE1391
 KE1391'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1391'MARK IS A STANDARD DISK, STAMPED INDEPENDENCE 1934 1972, CEMENTED IN A
 KE1391'DRILL HOLE IN A CONCRETE APRON FOR A DRAIN. IT IS 35.3 FEET SOUTH OF
 KE1391'THE CENTER OF U.S. HIGHWAY 24, ABOUT 3' EAST OF THE EXTENDED LINE OF A
 KE1391'WOOD RETAINING WALL FOR A PARKING LOT AND AT THE SOUTH EDGE OF THE
 KE1391'ASPHALT PAVING FOR U.S. HWY 24. THE WITNESS POST HAS BEEN REMOVED.
 KE1391' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1375 ***********************************************************************
 KE1375  DESIGNATION -  INDEPENDENCE CH LATTER DAY STS
 KE1375  PID         -  KE1375
 KE1375  STATE/COUNTY-  MO/JACKSON
 KE1375  USGS QUAD   -  INDEPENDENCE (1990)
 KE1375
 KE1375                         *CURRENT SURVEY CONTROL
 KE1375  ___________________________________________________________________
 KE1375* NAD 83(1997)-  39 05 23.22838(N)    094 25 41.63176(W)     ADJUSTED  
 KE1375* NAVD 88     -                                                        
 KE1375  ___________________________________________________________________
 KE1375  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 KE1375  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE1375
 KE1375  HORZ ORDER  -  THIRD
 KE1375
 KE1375.The horizontal coordinates were established by classical geodetic methods
 KE1375.and adjusted by the National Geodetic Survey in February 2000..
 KE1375
 KE1375
 KE1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1375
 KE1375.The geoid height was determined by GEOID03.
 KE1375
 KE1375;                    North         East     Units Scale Factor Converg.
 KE1375;SPC MO W     -   324,418.933   856,208.857   MT  0.99994165   +0 02 42.9
 KE1375;SPC KS N     -    90,067.687   708,925.840   MT  0.99996078   +2 15 35.7
 KE1375;UTM  15      - 4,327,711.097   376,480.773   MT  0.99978786   -0 54 02.4
 KE1375
 KE1375                          SUPERSEDED SURVEY CONTROL
 KE1375
 KE1375  NAD 83(1997)-  39 05 23.22840(N)    094 25 41.63182(W) AD(       ) 4
 KE1375  NAD 83(1986)-  39 05 23.23320(N)    094 25 41.62892(W) AD(       ) 4
 KE1375  NAD 27      -  39 05 23.21520(N)    094 25 40.80339(W) AD(       ) 3
 KE1375
 KE1375.Superseded values are not recommended for survey control.
 KE1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1375.See file dsdata.txt to determine how the superseded data were derived.
 KE1375
 KE1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7648127711(NAD 83)
 KE1375_MARKER: 87 = DOME
 KE1375
 KE1375  HISTORY     - Date     Condition        Report By
 KE1375  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1375  HISTORY     - 20010331 GOOD             NGS
 KE1375  HISTORY     - 20050723 GOOD             GEOCAC
 KE1375
 KE1375                          STATION DESCRIPTION
 KE1375
 KE1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1375'THIS STATION IS THE CENTER OF A LARGE FLAT DOME ON THE AUDITORIUM
 KE1375'OF THE REORGANIZED CHURCH OF JESUS CHRIST OF THE LATTER DAY
 KE1375'SAINTS.  THE DOME IS A LARGE CONCRETE STRUCTURE ABOUT 150 FEET IN
 KE1375'DIAMETER AND RISES AT THE CENTER OF THE BUILDING.  IT IS ABOUT
 KE1375'80 FEET FROM THE GROUND TO THE TOP OF THE DOME.
 KE1375'
 KE1375'THE AUDITORIUM IS LOCATED IN THE BLOCK BOUNDED BY SHORT, WALNUT,
 KE1375'S RIVER AND S GRAND STREETS, AND IS 1 BLOCK S OF W LEXINGTON
 KE1375'STREET.  IT WAS ERECTED ABOUT 1930.
 KE1375
 KE1375                          STATION RECOVERY (2001)
 KE1375
 KE1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1375'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1375
 KE1375                          STATION RECOVERY (2005)
 KE1375
 KE1375'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1382 ***********************************************************************
 KE1382  DESIGNATION -  INDEPENDENCE COUNTY COURTHOUSE CUPOLA
 KE1382  PID         -  KE1382
 KE1382  STATE/COUNTY-  MO/JACKSON
 KE1382  USGS QUAD   -  INDEPENDENCE (1990)
 KE1382
 KE1382                         *CURRENT SURVEY CONTROL
 KE1382  ___________________________________________________________________
 KE1382* NAD 83(1997)-  39 05 32.86858(N)    094 24 59.11795(W)     ADJUSTED  
 KE1382* NAVD 88     -                                                        
 KE1382  ___________________________________________________________________
 KE1382  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 KE1382  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE1382
 KE1382  HORZ ORDER  -  THIRD
 KE1382
 KE1382.The horizontal coordinates were established by classical geodetic methods
 KE1382.and adjusted by the National Geodetic Survey in February 2000..
 KE1382
 KE1382
 KE1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1382
 KE1382.The geoid height was determined by GEOID03.
 KE1382
 KE1382;                    North         East     Units Scale Factor Converg.
 KE1382;SPC MO W     -   324,717.074   857,230.234   MT  0.99994182   +0 03 09.7
 KE1382;UTM  15      - 4,327,992.292   377,506.774   MT  0.99978475   -0 53 35.8
 KE1382
 KE1382                          SUPERSEDED SURVEY CONTROL
 KE1382
 KE1382  NAD 83(1997)-  39 05 32.86860(N)    094 24 59.11800(W) AD(       ) 4
 KE1382  NAD 83(1986)-  39 05 32.87131(N)    094 24 59.11355(W) AD(       ) 4
 KE1382  NAD 27      -  39 05 32.85353(N)    094 24 58.28906(W) AD(       ) 3
 KE1382
 KE1382.Superseded values are not recommended for survey control.
 KE1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1382.See file dsdata.txt to determine how the superseded data were derived.
 KE1382
 KE1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7750727992(NAD 83)
 KE1382_MARKER: 86 = CUPOLA
 KE1382
 KE1382  HISTORY     - Date     Condition        Report By
 KE1382  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1382  HISTORY     - 1935     GOOD             CGS
 KE1382  HISTORY     - 20010331 GOOD             NGS
 KE1382  HISTORY     - 20050723 GOOD             GEOCAC
 KE1382
 KE1382                          STATION DESCRIPTION
 KE1382
 KE1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1382'THIS STATION IS THE CENTER OF A WHITE CUPOLA RISING AT THE CENTER
 KE1382'OF A HIP ROOF ON THE JACKSON COUNTY COURTHOUSE IN INDEPENDENCE.
 KE1382'THE COURTHOUSE IS LOCATED IN A SQUARE BOUNDED BY LIBERTY, MAIN,
 KE1382'LEXINGTON AND MAPLE STREETS.
 KE1382'
 KE1382'AT THE BASE OF THE CUPOLA IS A SQUARE WHITE TOWER HAVING A CLOCK
 KE1382'ON EACH OF ITS FOUR FACES.  ABOVE THE TOWER IS AN OCTAGONAL
 KE1382'STRUCTURE WITH ARCHED OPENINGS.  THERE IS AN OCTAGONAL DOME-SHAPED
 KE1382'ROOF SURMOUNTED BY A BALL AND ORNAMENTAL IRON WEATHER VANE AT THE
 KE1382'TOP.  JACKSON COUNTY COURTHOUSE WAS ERECTED IN 1932.
 KE1382
 KE1382                          STATION RECOVERY (1935)
 KE1382
 KE1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KE1382'THIS STATION WAS THE CENTER OF THE CUPOLA BUILT UPON THE SQUARE
 KE1382'TOWER ABOVE THE COURTHOUSE.  THE CUPOLA WAS TORN DOWN SEVERAL YEARS
 KE1382'AGO.  IN 1933 THE SQUARE TOWER WAS TORN DOWN, THE BUILDING
 KE1382'REMODELED AND A NEW DOME ERECTED.  AT THIS TIME E.H. OWENS,
 KE1382'AN ENGINEER FROM KANSAS CITY, MADE OBSERVATIONS ON THE OLD
 KE1382'SQUARE TOWER AND THE NEW DOME, AND REPORTS THE POSITION OF THE
 KE1382'NEW DOME AS 1.03 FEET N AND 47.90 FEET W OF THE OLD TOWER.
 KE1382'
 KE1382'NEW INDEPENDENCE COURTHOUSE TOWER 1933 FROM OLD COURTHOUSE
 KE1382'TOWER 1925 TO 1933.
 KE1382'
 KE1382'LOCAL TRUE AZIMUTH 91 DEG. 13 MIN. 29 SEC.  DISTANCE 52.89 FEET.
 KE1382'1.13 FT.N..52.89W FROM LOCAL TIES ON SIDEWALK AND CURB.
 KE1382
 KE1382                          STATION RECOVERY (2001)
 KE1382
 KE1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1382'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1382
 KE1382                          STATION RECOVERY (2005)
 KE1382
 KE1382'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1370 ***********************************************************************
 KE1370  DESIGNATION -  INDEPENDENCE FIRST PRESB CH
 KE1370  PID         -  KE1370
 KE1370  STATE/COUNTY-  MO/JACKSON
 KE1370  USGS QUAD   -  INDEPENDENCE (1990)
 KE1370
 KE1370                         *CURRENT SURVEY CONTROL
 KE1370  ___________________________________________________________________
 KE1370* NAD 83(1997)-  39 05 32.76373(N)    094 25 17.29011(W)     ADJUSTED  
 KE1370* NAVD 88     -                                                        
 KE1370  ___________________________________________________________________
 KE1370  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 KE1370  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE1370
 KE1370  HORZ ORDER  -  THIRD
 KE1370
 KE1370.The horizontal coordinates were established by classical geodetic methods
 KE1370.and adjusted by the National Geodetic Survey in February 2000..
 KE1370
 KE1370
 KE1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1370
 KE1370.The geoid height was determined by GEOID03.
 KE1370
 KE1370;                    North         East     Units Scale Factor Converg.
 KE1370;SPC MO W     -   324,713.452   856,793.558   MT  0.99994174   +0 02 58.3
 KE1370;SPC KS N     -    90,384.587   709,498.734   MT  0.99996065   +2 15 51.1
 KE1370;UTM  15      - 4,327,995.879   377,070.166   MT  0.99978607   -0 53 47.2
 KE1370
 KE1370                          SUPERSEDED SURVEY CONTROL
 KE1370
 KE1370  NAD 83(1997)-  39 05 32.76375(N)    094 25 17.29016(W) AD(       ) 4
 KE1370  NAD 83(1986)-  39 05 32.76819(N)    094 25 17.28668(W) AD(       ) 4
 KE1370  NAD 27      -  39 05 32.75033(N)    094 25 16.46180(W) AD(       ) 3
 KE1370
 KE1370.Superseded values are not recommended for survey control.
 KE1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1370.See file dsdata.txt to determine how the superseded data were derived.
 KE1370
 KE1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7707027996(NAD 83)
 KE1370_MARKER: 90 = CHURCH SPIRE
 KE1370
 KE1370  HISTORY     - Date     Condition        Report By
 KE1370  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1370  HISTORY     - 20010331 GOOD             NGS
 KE1370  HISTORY     - 20050723 GOOD             GEOCAC
 KE1370
 KE1370                          STATION DESCRIPTION
 KE1370
 KE1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1370'THIS STATION IS THE CENTER OF A SPIRE ON THE SE CORNER OF THE FIRST
 KE1370'PRESBYTERIAN CHURCH, LOCATED IN THE NW CORNER OF THE INTERSECTION
 KE1370'OF W LEXINGTON AND S PLEASANT STREETS.
 KE1370'
 KE1370'THE SPIRE IS ABOUT 80 FEET HIGH, OCTAGONAL IN SHAPE, WITH GABLED
 KE1370'DORMERS ON FOUR FACES NEAR THE BASE AND PYRAMIDAL TURRETS AT THE
 KE1370'BASE OF THE OTHER FOUR FACES.  THERE IS A SQUARE RED-BRICK TOWER
 KE1370'BELOW THE SPIRE, WITH A SMALL GOTHIC-ARCHED WINDOW CONTAINING
 KE1370'STAINED GLASS.  THE SPIRE HAS A SLATE ROOF.
 KE1370
 KE1370                          STATION RECOVERY (2001)
 KE1370
 KE1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1370'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1370
 KE1370                          STATION RECOVERY (2005)
 KE1370
 KE1370'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1381 ***********************************************************************
 KE1381  DESIGNATION -  INDEPENDENCE N MUN TANK
 KE1381  PID         -  KE1381
 KE1381  STATE/COUNTY-  MO/JACKSON
 KE1381  USGS QUAD   -  INDEPENDENCE (1990)
 KE1381
 KE1381                         *CURRENT SURVEY CONTROL
 KE1381  ___________________________________________________________________
 KE1381* NAD 83(1997)-  39 06 01.62549(N)    094 24 56.33034(W)     ADJUSTED  
 KE1381* NAVD 88     -                                                        
 KE1381  ___________________________________________________________________
 KE1381  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 KE1381  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KE1381
 KE1381  HORZ ORDER  -  THIRD
 KE1381
 KE1381.The horizontal coordinates were established by classical geodetic methods
 KE1381.and adjusted by the National Geodetic Survey in February 2000..
 KE1381
 KE1381
 KE1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1381
 KE1381.The geoid height was determined by GEOID03.
 KE1381
 KE1381;                    North         East     Units Scale Factor Converg.
 KE1381;SPC MO W     -   325,603.894   857,296.398   MT  0.99994183   +0 03 11.5
 KE1381;UTM  15      - 4,328,877.759   377,587.558   MT  0.99978451   -0 53 34.6
 KE1381
 KE1381                          SUPERSEDED SURVEY CONTROL
 KE1381
 KE1381  NAD 83(1997)-  39 06 01.62553(N)    094 24 56.33039(W) AD(       ) 4
 KE1381  NAD 83(1986)-  39 06 01.63245(N)    094 24 56.32501(W) AD(       ) 4
 KE1381  NAD 27      -  39 06 01.61456(N)    094 24 55.50117(W) AD(       ) 3
 KE1381
 KE1381.Superseded values are not recommended for survey control.
 KE1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1381.See file dsdata.txt to determine how the superseded data were derived.
 KE1381
 KE1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7758828878(NAD 83)
 KE1381
 KE1381  HISTORY     - Date     Condition        Report By
 KE1381  HISTORY     - UNK      MONUMENTED
 KE1381  HISTORY     - 1980     GOOD             NGS
 KE1381  HISTORY     - 20010331 GOOD             NGS
 KE1381  HISTORY     - 20050723 GOOD             GEOCAC
 KE1381
 KE1381                          STATION DESCRIPTION
 KE1381
 KE1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KE1381'THE STATION, INDEPENDENCE MUNICIPAL NORTH WATER TANK, WAS RECOVERED
 KE1381'IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 KE1381
 KE1381                          STATION RECOVERY (2001)
 KE1381
 KE1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1381'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1381
 KE1381                          STATION RECOVERY (2005)
 KE1381
 KE1381'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1364 ***********************************************************************
 KE1364  DESIGNATION -  INDEPENDENCE PWR AND LT STACK
 KE1364  PID         -  KE1364
 KE1364  STATE/COUNTY-  MO/JACKSON
 KE1364  USGS QUAD   -  BLUE SPRINGS (1990)
 KE1364
 KE1364                         *CURRENT SURVEY CONTROL
 KE1364  ___________________________________________________________________
 KE1364* NAD 83(1997)-  39 05 31.49840(N)    094 19 33.44397(W)     ADJUSTED  
 KE1364* NAVD 88     -                                                        
 KE1364  ___________________________________________________________________
 KE1364  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KE1364  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KE1364
 KE1364  HORZ ORDER  -  THIRD
 KE1364
 KE1364.The horizontal coordinates were established by classical geodetic methods
 KE1364.and adjusted by the National Geodetic Survey in February 2000..
 KE1364
 KE1364
 KE1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1364
 KE1364.The geoid height was determined by GEOID03.
 KE1364
 KE1364;                    North         East     Units Scale Factor Converg.
 KE1364;SPC MO W     -   324,685.917   865,056.306   MT  0.99994397   +0 06 35.1
 KE1364;UTM  15      - 4,327,831.964   385,329.939   MT  0.99976191   -0 50 10.3
 KE1364
 KE1364                          SUPERSEDED SURVEY CONTROL
 KE1364
 KE1364  NAD 83(1997)-  39 05 31.49846(N)    094 19 33.44404(W) AD(       ) 4
 KE1364  NAD 83(1986)-  39 05 31.50525(N)    094 19 33.43846(W) AD(       ) 4
 KE1364  NAD 27      -  39 05 31.48764(N)    094 19 32.62256(W) AD(       ) 3
 KE1364
 KE1364.Superseded values are not recommended for survey control.
 KE1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1364.See file dsdata.txt to determine how the superseded data were derived.
 KE1364
 KE1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8533027832(NAD 83)
 KE1364_MARKER: 63 = STACK
 KE1364
 KE1364  HISTORY     - Date     Condition        Report By
 KE1364  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1364  HISTORY     - 20050904 GOOD             GEOCAC
 KE1364
 KE1364                          STATION DESCRIPTION
 KE1364
 KE1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1364'THE STATION, INDEPENDENCE POWER AND LIGHT COMPANY STACK, IS THE
 KE1364'CENTER OF THE TOP OF A CONCRETE STACK WHICH IS WHITE WITH A BLACK
 KE1364'TOP.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 250 FEET AND IS
 KE1364'LOCATED ABOUT 5 MILES EAST OF THE CENTER OF INDEPENDENCE.
 KE1364'
 KE1364'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 78 AND TRUMAN ROAD, GO
 KE1364'WEST ON TRUMAN ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.  THE
 KE1364'STACK IS THE PROPERTY OF THE CITY OF INDEPENDENCE POWER AND LIGHT
 KE1364'COMPANY, BLUE VALLEY STATION.
 KE1364
 KE1364                          STATION RECOVERY (2005)
 KE1364
 KE1364'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1388 ***********************************************************************
 KE1388  DESIGNATION -  INDEPENDENCE QUICK WAY MAST
 KE1388  PID         -  KE1388
 KE1388  STATE/COUNTY-  MO/JACKSON
 KE1388  USGS QUAD   -  INDEPENDENCE (1990)
 KE1388
 KE1388                         *CURRENT SURVEY CONTROL
 KE1388  ___________________________________________________________________
 KE1388* NAD 83(1997)-  39 03 39.11722(N)    094 28 45.66308(W)     ADJUSTED  
 KE1388* NAVD 88     -                                                        
 KE1388  ___________________________________________________________________
 KE1388  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 KE1388  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1388
 KE1388  HORZ ORDER  -  THIRD
 KE1388
 KE1388.The horizontal coordinates were established by classical geodetic methods
 KE1388.and adjusted by the National Geodetic Survey in February 2000..
 KE1388
 KE1388
 KE1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1388
 KE1388.The geoid height was determined by GEOID03.
 KE1388
 KE1388;                    North         East     Units Scale Factor Converg.
 KE1388;SPC MO W     -   321,206.289   851,787.122   MT  0.99994122   +0 00 46.8
 KE1388;UTM  15      - 4,324,572.326   372,007.277   MT  0.99980172   -0 55 56.4
 KE1388
 KE1388                          SUPERSEDED SURVEY CONTROL
 KE1388
 KE1388  NAD 83(1997)-  39 03 39.11726(N)    094 28 45.66313(W) AD(       ) 4
 KE1388  NAD 83(1986)-  39 03 39.12412(N)    094 28 45.65824(W) AD(       ) 4
 KE1388  NAD 27      -  39 03 39.10211(N)    094 28 44.82476(W) AD(       ) 3
 KE1388
 KE1388.Superseded values are not recommended for survey control.
 KE1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1388.See file dsdata.txt to determine how the superseded data were derived.
 KE1388
 KE1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7200724572(NAD 83)
 KE1388_MARKER: 42 = RADIO/TV MAST
 KE1388
 KE1388  HISTORY     - Date     Condition        Report By
 KE1388  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1388  HISTORY     - 20010331 GOOD             NGS
 KE1388
 KE1388                          STATION DESCRIPTION
 KE1388
 KE1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1388'THE STATION, INDEPENDENCE RADIO MAST KJH 495, IS THE RED LIGHT
 KE1388'ATOP A TRIANGULAR STEEL, GUYED MAST THAT IS PAINTED ALTERNATE RED
 KE1388'AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 400 FEET AND IS
 KE1388'OWNED BY THE QUICK WAY HEAVY CONSTRUCTION COMPANY OF KANSAS CITY,
 KE1388'MISSOURI.  IT IS LOCATED 0.1 MILE SOUTH OF THE JUNCTION OF U. S.
 KE1388'HIGHWAY 40 AND STADIUM ROAD, INDEPENDENCE, MISSOURI.
 KE1388
 KE1388                          STATION RECOVERY (2001)
 KE1388
 KE1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1388'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1379 ***********************************************************************
 KE1379  DESIGNATION -  INDEPENDENCE RAD STA KXTR FM
 KE1379  PID         -  KE1379
 KE1379  STATE/COUNTY-  MO/JACKSON
 KE1379  USGS QUAD   -  INDEPENDENCE (1990)
 KE1379
 KE1379                         *CURRENT SURVEY CONTROL
 KE1379  ___________________________________________________________________
 KE1379* NAD 83(1997)-  39 07 23.09869(N)    094 23 24.44047(W)     ADJUSTED  
 KE1379* NAVD 88     -                                                        
 KE1379  ___________________________________________________________________
 KE1379  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KE1379  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KE1379
 KE1379  HORZ ORDER  -  THIRD
 KE1379
 KE1379.The horizontal coordinates were established by classical geodetic methods
 KE1379.and adjusted by the National Geodetic Survey in February 2000..
 KE1379
 KE1379
 KE1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1379
 KE1379.The geoid height was determined by GEOID03.
 KE1379
 KE1379;                    North         East     Units Scale Factor Converg.
 KE1379;SPC MO W     -   328,118.596   859,501.235   MT  0.99994229   +0 04 09.6
 KE1379;UTM  15      - 4,331,355.304   379,833.267   MT  0.99977780   -0 52 38.1
 KE1379
 KE1379                          SUPERSEDED SURVEY CONTROL
 KE1379
 KE1379  NAD 83(1997)-  39 07 23.09873(N)    094 23 24.44052(W) AD(       ) 4
 KE1379  NAD 83(1986)-  39 07 23.10490(N)    094 23 24.43572(W) AD(       ) 4
 KE1379  NAD 27      -  39 07 23.08901(N)    094 23 23.61579(W) AD(       ) 3
 KE1379
 KE1379.Superseded values are not recommended for survey control.
 KE1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1379.See file dsdata.txt to determine how the superseded data were derived.
 KE1379
 KE1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7983331355(NAD 83)
 KE1379_MARKER: 42 = RADIO/TV MAST
 KE1379
 KE1379  HISTORY     - Date     Condition        Report By
 KE1379  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1379
 KE1379                          STATION DESCRIPTION
 KE1379
 KE1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1379'THE STATION, INDEPENDENCE RADIO STATION MAST KXTR-FM, IS THE TOP
 KE1379'CENTER OF A TRIANGULAR STEEL, GUYED MAST THAT IS PAINTED RED AND
 KE1379'WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 554 FEET AND IS THE
 KE1379'PROPERTY OF RADIO STATION KXTR.
 KE1379'
 KE1379'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 24 AND STATE HIGHWAY 291,
 KE1379'GO NORTH ON STATE HIGHWAY 291 FOR 0.45 MILE TO A SIDE ROAD ON THE
 KE1379'LEFT, TURN LEFT AND GO WEST ON SWEARINGEN ROAD FOR 0.2 MILE TO THE
 KE1379'STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1380 ***********************************************************************
 KE1380  DESIGNATION -  INDEPENDENCE RM 4
 KE1380  PID         -  KE1380
 KE1380  STATE/COUNTY-  MO/JACKSON
 KE1380  USGS QUAD   -  INDEPENDENCE (1990)
 KE1380
 KE1380                         *CURRENT SURVEY CONTROL
 KE1380  ___________________________________________________________________
 KE1380* NAD 83(1997)-  39 06 05.17272(N)    094 24 51.44848(W)     ADJUSTED  
 KE1380* NAVD 88     -       317.5    (meters)    1042.     (feet)  VERTCON   
 KE1380  ___________________________________________________________________
 KE1380  X           -    -381,486.944 (meters)                     COMP
 KE1380  Y           -  -4,941,750.849 (meters)                     COMP
 KE1380  Z           -   4,001,241.945 (meters)                     COMP
 KE1380  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 KE1380  ELLIP HEIGHT-         284.82  (meters)          (02/17/00) GPS OBS
 KE1380  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KE1380
 KE1380  HORZ ORDER  -  FIRST
 KE1380  ELLP ORDER  -  FOURTH    CLASS I
 KE1380
 KE1380.The horizontal coordinates were established by classical geodetic methods
 KE1380.and adjusted by the National Geodetic Survey in February 2000..
 KE1380
 KE1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1380
 KE1380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1380
 KE1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1380
 KE1380.The ellipsoidal height was determined by GPS observations
 KE1380.and is referenced to NAD 83.
 KE1380
 KE1380.The geoid height was determined by GEOID03.
 KE1380
 KE1380;                    North         East     Units Scale Factor Converg.
 KE1380;SPC MO W     -   325,713.387   857,413.593   MT  0.99994185   +0 03 14.6
 KE1380;UTM  15      - 4,328,985.286   377,706.527   MT  0.99978415   -0 53 31.6
 KE1380
 KE1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1380!SPC MO W     -   0.99995532  x   0.99994185  =   0.99989717
 KE1380!UTM  15      -   0.99995532  x   0.99978415  =   0.99973947
 KE1380
 KE1380|---------------------------------------------------------------------|
 KE1380| PID    Reference Object                     Distance      Geod. Az  |
 KE1380|                                                           dddmmss.s |
 KE1380| CL7149 INDEPENDENCE RM 1                     5.427 METERS 10350     |
 KE1380| KE1381 INDEPENDENCE N MUN TANK             160.395 METERS 22700     |
 KE1380| KE1366 INDEPENDENCE                         15.276 METERS 27003     |
 KE1380| KE1391 INDEPENDENCE AZ MK 3                APPROX. 1.1 KM 2714033.8 |
 KE1380| CL7152 INDEPENDENCE RM 5                    29.963 METERS 27244     |
 KE1380|---------------------------------------------------------------------|
 KE1380
 KE1380                          SUPERSEDED SURVEY CONTROL
 KE1380
 KE1380  NAD 83(1997)-  39 06 05.17276(N)    094 24 51.44851(W) AD(       ) 1
 KE1380  NAD 83(1986)-  39 06 05.17963(N)    094 24 51.44314(W) AD(       ) 1
 KE1380  NAD 27      -  39 06 05.16244(N)    094 24 50.61891(W) AD(       ) 1
 KE1380  NGVD 29 (07/19/86)  317.4    (m)         1041.     (f) VERT ANG       
 KE1380
 KE1380.Superseded values are not recommended for survey control.
 KE1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1380.See file dsdata.txt to determine how the superseded data were derived.
 KE1380
 KE1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7770728985(NAD 83)
 KE1380_MARKER: DR = REFERENCE MARK DISK
 KE1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1380_SP_SET: CONCRETE POST
 KE1380_STAMPING: INDEPENDENCE 1934 NO 4 1972
 KE1380_MARK LOGO: NGS   
 KE1380_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1380+STABILITY: SURFACE MOTION
 KE1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1380+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1988
 KE1380
 KE1380  HISTORY     - Date     Condition        Report By
 KE1380  HISTORY     - 1972     MONUMENTED       NGS
 KE1380  HISTORY     - 1972     GOOD             NGS
 KE1380  HISTORY     - 1980     GOOD             NGS
 KE1380  HISTORY     - 19880707 GOOD             KS-209
 KE1380  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE1380  HISTORY     - 20020614 GOOD             INDIV
 KE1380  HISTORY     - 20050723 GOOD             GEOCAC
 KE1380
 KE1380                          STATION DESCRIPTION
 KE1380
 KE1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1380'THE STATION IS IN THE NORTHWEST ANGLE OF U.S. HIGHWAY 24 AND NORTH
 KE1380'LYNN STREET IN INDEPENDENCE.  IT IS IN THE SOUTHWEST 1/4 OF SEC. 35,
 KE1380'T. 50 N., R. 32 W.
 KE1380'
 KE1380'TO REACH THE STATION FROM THE JUNCTION OF NOLAND ROAD AND U.S.
 KE1380'HIGHWAY 24 IN INDEPENDENCE, GO WEST ON U.S. HIGHWAY 24 FOR 0.1 MILE
 KE1380'TO THE STATION ON THE RIGHT.
 KE1380'
 KE1380'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 KE1380'24 FOR 0.65 MILE TO THE MARK ON THE LEFT.
 KE1380'
 KE1380'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED INDEPENDENCE
 KE1380'1934 NO 4 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 KE1380'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 KE1380'IS 107.2 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FARM
 KE1380'HOME SAVINGS AND LOAN BUILDING, 107.0 FEET WEST OF THE CENTER OF
 KE1380'NORTH LYNN STREET, 32.8 FEET EAST OF THE CENTER OF A PAVED
 KE1380'DRIVEWAY AND 21.9 FEET NORTH OF THE NORTH CURB OF U.S. HIGHWAY
 KE1380'24.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 KE1380'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 KE1380'
 KE1380'INDEPENDENCE 1934 IS A STANDARD DISK, STAMPED INDEPENDENCE 1934, SET
 KE1380'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 KE1380'1 INCH ABOVE THE GROUND.  IT IS 19.4 FEET NORTH OF THE NORTH CURB
 KE1380'OF U.S. HIGHWAY 24, 16.0 FEET WEST OF THE CENTER OF THE PAVED
 KE1380'DRIVEWAY AT THE SOUTH END OF A HEDGE ROW.
 KE1380'
 KE1380'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED INDEPENDENCE NO 1 1934,
 KE1380'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS
 KE1380'9 INCHES BELOW THE GROUND SURFACE.  IT IS 89.0 FEET WEST OF THE
 KE1380'CENTER OF NORTH LYNN STREET, 18.6 FEET NORTH OF THE NORTH CURB OF
 KE1380'U.S. HIGHWAY 24, 1.0 FOOT WEST OF A SMALL CEDAR SHRUB AND ABOUT
 KE1380'THE SAME ELEVATION AS THE STATION.
 KE1380'
 KE1380'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED INDEPENDENCE 1934 NO 5
 KE1380'1972, CEMENTED IN A DRILL HOLE IN A CURB AT THE SOUTH END OF A
 KE1380'PARKING LOT.  IT IS 62.2 FEET WEST OF THE CENTER OF THE PAVED
 KE1380'DRIVEWAY, 21.6 FEET NORTH OF THE NORTH CURB OF U.S. HIGHWAY 24,
 KE1380'5.0 FEET WEST OF THE EAST END OF THE CURB AND ABOUT THE SAME
 KE1380'ELEVATION AS THE STATION.
 KE1380'
 KE1380'AZIMUTH MARK IS A STANDARD DISK, STAMPED INDEPENDENCE 1934 1972,
 KE1380'CEMENTED IN A DRILL HOLE IN A CONCRETE APRON FOR A DRAIN.  IT IS
 KE1380'35.3 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 24, 31.9 FEET EAST OF
 KE1380'A STREET LIGHT POLE AND 3.4 FEET NORTH OF A WITNESS POST.
 KE1380'
 KE1380'NEAREST TOWN--IN INDEPENDENCE.
 KE1380'
 KE1380'HEIGHT OF LIGHT ABOVE STATION MARK 36.8 METERS.
 KE1380
 KE1380                          STATION RECOVERY (1972)
 KE1380
 KE1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KE1380'RECOVERED IN GOOD CONDITION.
 KE1380
 KE1380                          STATION RECOVERY (1980)
 KE1380
 KE1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KE1380'STATION MARK, INDEPENDENCE 1934, REFERENCE MARK 5 AND THE AZIMUTH
 KE1380'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED
 KE1380'FOR BUT NOT FOUND.  MEASUREMENTS PLACE THE MARK UNDER A SIDEWALK
 KE1380'NOW.  ALL MEASUREMENTS TO LOCAL OBJECTS WERE VERIFIED WITH THE
 KE1380'EXCEPTION OF THOSE TO THE NORTH CURB OF U.S. HIGHWAY 24 WHICH HAS
 KE1380'BEEN WIDENED TO 4 LANES OF TRAFFIC.  THE STATION MARK AND REFERENCE
 KE1380'MARK 5 ARE 3 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK ALONG THE
 KE1380'HIGHWAY AND STATION INDEPENDENCE IS 0.5 FOOT NORTH OF THE NORTH EDGE
 KE1380'OF THE SIDEWALK.  THE UNDERGROUND MARK WAS NOT INSPECTED NOR WAS THE
 KE1380'STATION OCCUPIED THIS DATE AS THE DISTANCE AND DIRECTION FROM STATION
 KE1380'INDEPENDENCE AGREED FAVORABLY WITH 1972 DATA.  FOR FURTHER INFORMATION
 KE1380'SEE THE DESCRIPTION TO STATION INDEPENDENCE.
 KE1380
 KE1380                          STATION RECOVERY (1988)
 KE1380
 KE1380'RECOVERY NOTE BY WYANDOTTE COUNTY KANSAS 1988
 KE1380'RECOVERED IN GOOD CONDITION.
 KE1380
 KE1380                          STATION RECOVERY (2001)
 KE1380
 KE1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1380'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1380
 KE1380                          STATION RECOVERY (2002)
 KE1380
 KE1380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 KE1380'RM5 WAS NOT SEARCHED FOR.  STATION INDEPENDENCE WAS FOUND IN GOOD
 KE1380'CONDITION.  RM4 MAY NOT BE SUITABLE FOR GPS OBSERVATIONS DUE TO
 KE1380'SHELTER FOR ATM MACHINE CAUSING OBSTRUCTION.
 KE1380
 KE1380                          STATION RECOVERY (2005)
 KE1380
 KE1380'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1380'THE DISK IS BETWEEN THE SIDEWALK AND AN ATM MACHINE IN THE GRASS
 KE1380'STRIP, AND ABOUT 0.5 FEET BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1377 ***********************************************************************
 KE1377  DESIGNATION -  INDEPENDENCE SOUTH DODGION TK
 KE1377  PID         -  KE1377
 KE1377  STATE/COUNTY-  MO/JACKSON
 KE1377  USGS QUAD   -  INDEPENDENCE (1990)
 KE1377
 KE1377                         *CURRENT SURVEY CONTROL
 KE1377  ___________________________________________________________________
 KE1377* NAD 83(1997)-  39 04 15.52857(N)    094 24 43.63639(W)     ADJUSTED  
 KE1377* NAVD 88     -                                                        
 KE1377  ___________________________________________________________________
 KE1377  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 KE1377  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE1377
 KE1377  HORZ ORDER  -  THIRD
 KE1377
 KE1377.The horizontal coordinates were established by classical geodetic methods
 KE1377.and adjusted by the National Geodetic Survey in February 2000..
 KE1377
 KE1377
 KE1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1377
 KE1377.The geoid height was determined by GEOID03.
 KE1377
 KE1377;                    North         East     Units Scale Factor Converg.
 KE1377;SPC MO W     -   322,332.549   857,604.564   MT  0.99994189   +0 03 19.4
 KE1377;UTM  15      - 4,325,602.289   377,841.642   MT  0.99978375   -0 53 24.5
 KE1377
 KE1377                          SUPERSEDED SURVEY CONTROL
 KE1377
 KE1377  NAD 83(1997)-  39 04 15.52860(N)    094 24 43.63644(W) AD(       ) 4
 KE1377  NAD 83(1986)-  39 04 15.53504(N)    094 24 43.63118(W) AD(       ) 4
 KE1377  NAD 27      -  39 04 15.51460(N)    094 24 42.80711(W) AD(       ) 3
 KE1377
 KE1377.Superseded values are not recommended for survey control.
 KE1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1377.See file dsdata.txt to determine how the superseded data were derived.
 KE1377
 KE1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7784225602(NAD 83)
 KE1377_MARKER: 53 = ELEVATED TANK
 KE1377
 KE1377  HISTORY     - Date     Condition        Report By
 KE1377  HISTORY     - 1949     FIRST OBSERVED   CGS
 KE1377  HISTORY     - 1972     GOOD             NGS
 KE1377  HISTORY     - 19930326 MARK NOT FOUND   LOCENG
 KE1377  HISTORY     - 20051218 GOOD             GEOCAC
 KE1377
 KE1377                          STATION DESCRIPTION
 KE1377
 KE1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1377'LOCATED IN THE SOUTHEAST EDGE OF INDEPENDENCE ABOUT 0.15 OF A MILE
 KE1377'EAST OF THE CENTER OF U.S. HIGHWAY 71 BY-PASS AND 300.0 FEET
 KE1377'SOUTH OF THE CENTER OF GUDGELL STREET.  IT IS THE PROPERTY OF THE
 KE1377'MISSOURI WATER COMPANY AND IS OPERATED BY THEM.
 KE1377'
 KE1377'THE TANK PROPER IS SUPPORTED BY A 10 LEGGED STEEL STRUCTURE AND
 KE1377'HAS A CONICAL ROOF WITH A BALL AT THE APEX.  IT HAS AN OVER-ALL
 KE1377'HEIGHT OF ABOUT 110 FEET AND THE POINT OBSERVED UPON WAS THE
 KE1377'BALL AT THE APEX OF THE ROOF.
 KE1377
 KE1377                          STATION RECOVERY (1972)
 KE1377
 KE1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1377'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION
 KE1377'IS ADEQUATE.
 KE1377
 KE1377                          STATION RECOVERY (1993)
 KE1377
 KE1377'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (SM)
 KE1377'MARK NOT FOUND.
 KE1377
 KE1377                          STATION RECOVERY (2005)
 KE1377
 KE1377'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1376 ***********************************************************************
 KE1376  DESIGNATION -  INDEPENDENCE ST MARYS CATH CH
 KE1376  PID         -  KE1376
 KE1376  STATE/COUNTY-  MO/JACKSON
 KE1376  USGS QUAD   -  INDEPENDENCE (1990)
 KE1376
 KE1376                         *CURRENT SURVEY CONTROL
 KE1376  ___________________________________________________________________
 KE1376* NAD 83(1997)-  39 05 49.35009(N)    094 25 00.01218(W)     ADJUSTED  
 KE1376* NAVD 88     -                                                        
 KE1376  ___________________________________________________________________
 KE1376  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 KE1376  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KE1376
 KE1376  HORZ ORDER  -  THIRD
 KE1376
 KE1376.The horizontal coordinates were established by classical geodetic methods
 KE1376.and adjusted by the National Geodetic Survey in February 2000..
 KE1376
 KE1376
 KE1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1376
 KE1376.The geoid height was determined by GEOID03.
 KE1376
 KE1376;                    North         East     Units Scale Factor Converg.
 KE1376;SPC MO W     -   325,225.284   857,208.280   MT  0.99994182   +0 03 09.2
 KE1376;UTM  15      - 4,328,500.715   377,493.216   MT  0.99978480   -0 53 36.6
 KE1376
 KE1376                          SUPERSEDED SURVEY CONTROL
 KE1376
 KE1376  NAD 83(1997)-  39 05 49.35011(N)    094 25 00.01223(W) AD(       ) 4
 KE1376  NAD 83(1986)-  39 05 49.35436(N)    094 25 00.00803(W) AD(       ) 4
 KE1376  NAD 27      -  39 05 49.33647(N)    094 24 59.18318(W) AD(       ) 3
 KE1376
 KE1376.Superseded values are not recommended for survey control.
 KE1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1376.See file dsdata.txt to determine how the superseded data were derived.
 KE1376
 KE1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7749328501(NAD 83)
 KE1376_MARKER: 90 = CHURCH SPIRE
 KE1376
 KE1376  HISTORY     - Date     Condition        Report By
 KE1376  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1376  HISTORY     - 1972     GOOD             NGS
 KE1376  HISTORY     - 20010331 GOOD             NGS
 KE1376  HISTORY     - 20050723 GOOD             GEOCAC
 KE1376
 KE1376                          STATION DESCRIPTION
 KE1376
 KE1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1376'THE STATION IS THE CENTER OF A TALL, OCTAGONAL SPIRE AT THE SW
 KE1376'CORNER OF ST. MARYS CATHOLIC CHURCH, LOCATED ON THE SW CORNER OF
 KE1376'THE INTERSECTION OF W COLLEGE STREET AND N LIBERTY STREET.
 KE1376'
 KE1376'THE SPIRE IS APPROXIMATELY 100 FEET HIGH, WOODEN SHINGLED, AND IS
 KE1376'SURMOUNTED BY A BALL AND WOODEN CROSS.  AT THE BASE OF THE SPIRE
 KE1376'THERE IS A SHORT PINNACLE SURMOUNTED BY A SMALL CROSS AT EACH
 KE1376'CORNER OF THE SQUARE RED-BRICK TOWER.  THE TOWER HAS A LOUVERED,
 KE1376'GOTHIC ARCHED WINDOW ON EACH SIDE NEAR ITS TOP.
 KE1376
 KE1376                          STATION RECOVERY (1972)
 KE1376
 KE1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1376'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS
 KE1376'ADEQUATE.
 KE1376'
 KE1376'THE SPIRE IS 130 FEET HIGH.
 KE1376
 KE1376                          STATION RECOVERY (2001)
 KE1376
 KE1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1376'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1376
 KE1376                          STATION RECOVERY (2005)
 KE1376
 KE1376'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1371 ***********************************************************************
 KE1371  DESIGNATION -  INDEPENDENCE WAGGONER GATES TK
 KE1371  PID         -  KE1371
 KE1371  STATE/COUNTY-  MO/JACKSON
 KE1371  USGS QUAD   -  INDEPENDENCE (1990)
 KE1371
 KE1371                         *CURRENT SURVEY CONTROL
 KE1371  ___________________________________________________________________
 KE1371* NAD 83(1997)-  39 05 13.53877(N)    094 25 08.14112(W)     ADJUSTED  
 KE1371* NAVD 88     -                                                        
 KE1371  ___________________________________________________________________
 KE1371  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KE1371  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE1371
 KE1371  HORZ ORDER  -  THIRD
 KE1371
 KE1371.The horizontal coordinates were established by classical geodetic methods
 KE1371.and adjusted by the National Geodetic Survey in February 2000..
 KE1371
 KE1371
 KE1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1371
 KE1371.The geoid height was determined by GEOID03.
 KE1371
 KE1371;                    North         East     Units Scale Factor Converg.
 KE1371;SPC MO W     -   324,120.818   857,013.938   MT  0.99994178   +0 03 04.0
 KE1371;UTM  15      - 4,327,399.781   377,280.700   MT  0.99978544   -0 53 41.1
 KE1371
 KE1371                          SUPERSEDED SURVEY CONTROL
 KE1371
 KE1371  NAD 83(1997)-  39 05 13.53879(N)    094 25 08.14117(W) AD(       ) 4
 KE1371  NAD 83(1986)-  39 05 13.54488(N)    094 25 08.13606(W) AD(       ) 4
 KE1371  NAD 27      -  39 05 13.52518(N)    094 25 07.31190(W) AD(       ) 3
 KE1371
 KE1371.Superseded values are not recommended for survey control.
 KE1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1371.See file dsdata.txt to determine how the superseded data were derived.
 KE1371
 KE1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7728127400(NAD 83)
 KE1371_MARKER: 51 = TANK
 KE1371
 KE1371  HISTORY     - Date     Condition        Report By
 KE1371  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1371  HISTORY     - 20010331 GOOD             NGS
 KE1371  HISTORY     - 20050723 GOOD             GEOCAC
 KE1371
 KE1371                          STATION DESCRIPTION
 KE1371
 KE1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1371'THIS STATION IS THE BASE OF A FLAGSTAFF ATOP THE BLACK WATER
 KE1371'TANK AT THE FLOUR MILL OF THE WAGGONER-GATES MILLING COMPANY.
 KE1371'THE TANK IS LETTERED QUEEN OF THE PANTRY IN LARGE WHITE LETTERS
 KE1371'ON TWO SIDES OF THE TANK.
 KE1371'
 KE1371'THE CENTER OF THE TANK IS APPROXIMATELY 60 FEET W OF THE CENTER
 KE1371'LINE OF S OSAGE STREET AND 120 FEET N OF THE CENTER LINE OF
 KE1371'PACIFIC STREET.
 KE1371'
 KE1371'THE TANK IS ABOUT 120 FEET HIGH, HAS A CONICAL TOP AND A SPHERICAL
 KE1371'BOTTOM.  THERE IS A CAT-WALK AROUND THE BASE OF THE TANK.  AT
 KE1371'THE TOP THERE IS A BALL WITH A FLATSTAFF ABOUT 20 FEET HIGH
 KE1371'PROJECTING FROM IT.
 KE1371
 KE1371                          STATION RECOVERY (2001)
 KE1371
 KE1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1371'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1371
 KE1371                          STATION RECOVERY (2005)
 KE1371
 KE1371'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1371'THE TANK IS ON THE GROUNDS OF THE NATIONAL FRONTIER TRAILS CENTER. THE
 KE1371'WHITE LETTERS HAVE BEEN REMOVED.  THE FLAGSTAFF HAS BEEN REMOVED.  A
 KE1371'BALL IS PRESENT ON THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0689 ***********************************************************************
 KC0689  DESIGNATION -  INDIAN
 KC0689  PID         -  KC0689
 KC0689  STATE/COUNTY-  MO/MONROE
 KC0689  USGS QUAD   -  CLARENCE CANNON DAM (1990)
 KC0689
 KC0689                         *CURRENT SURVEY CONTROL
 KC0689  ___________________________________________________________________
 KC0689* NAD 83(1997)-  39 34 04.14153(N)    091 43 35.48421(W)     ADJUSTED  
 KC0689* NAVD 88     -       220.5    (meters)     723.     (feet)  VERTCON   
 KC0689  ___________________________________________________________________
 KC0689  X           -    -148,341.674 (meters)                     COMP
 KC0689  Y           -  -4,921,322.916 (meters)                     COMP
 KC0689  Z           -   4,041,230.377 (meters)                     COMP
 KC0689  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 KC0689  ELLIP HEIGHT-         188.06  (meters)          (02/17/00) GPS OBS
 KC0689  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0689
 KC0689  HORZ ORDER  -  FIRST
 KC0689  ELLP ORDER  -  FOURTH    CLASS I
 KC0689
 KC0689.The horizontal coordinates were established by classical geodetic methods
 KC0689.and adjusted by the National Geodetic Survey in February 2000..
 KC0689
 KC0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0689
 KC0689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0689
 KC0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0689
 KC0689.The ellipsoidal height was determined by GPS observations
 KC0689.and is referenced to NAD 83.
 KC0689
 KC0689.The geoid height was determined by GEOID03.
 KC0689
 KC0689;                    North         East     Units Scale Factor Converg.
 KC0689;SPC MO C     -   414,751.923   566,460.621   MT  0.99998770   +0 29 33.8
 KC0689;SPC MO E     -   415,184.764   144,610.618   MT  1.00007003   -0 46 52.9
 KC0689;UTM  15      - 4,380,565.359   609,387.498   MT  0.99974732   +0 48 40.6
 KC0689
 KC0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0689!SPC MO C     -   0.99997050  x   0.99998770  =   0.99995820
 KC0689!SPC MO E     -   0.99997050  x   1.00007003  =   1.00004052
 KC0689!UTM  15      -   0.99997050  x   0.99974732  =   0.99971782
 KC0689
 KC0689|---------------------------------------------------------------------|
 KC0689| PID    Reference Object                     Distance      Geod. Az  |
 KC0689|                                                           dddmmss.s |
 KC0689| CL9583 INDIAN RM 2                          22.985 METERS 09222     |
 KC0689| CL9581 INDIAN AZ MK                                       1780436.5 |
 KC0689| KC0691 MONROE CITY MUNICIPAL TANK          APPROX. 9.6 KM 3552753.3 |
 KC0689| CL9582 INDIAN RM 1                          22.691 METERS 35949     |
 KC0689|---------------------------------------------------------------------|
 KC0689
 KC0689                          SUPERSEDED SURVEY CONTROL
 KC0689
 KC0689  NAD 83(1997)-  39 34 04.14515(N)    091 43 35.48596(W) AD(       ) 1
 KC0689  NAD 83(1997)-  39 34 04.14988(N)    091 43 35.48988(W) AD(       ) 1
 KC0689  NAD 83(1986)-  39 34 04.14953(N)    091 43 35.49376(W) AD(       ) 1
 KC0689  NAD 27      -  39 34 04.00710(N)    091 43 34.91420(W) AD(       ) 1
 KC0689  NGVD 29 (10/04/91)  220.5    (m)          723.     (f) GPS OBS        
 KC0689
 KC0689.Superseded values are not recommended for survey control.
 KC0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0689.See file dsdata.txt to determine how the superseded data were derived.
 KC0689
 KC0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD0938780565(NAD 83)
 KC0689_MARKER: DS = TRIANGULATION STATION DISK
 KC0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0689_SP_SET: CONCRETE POST
 KC0689_STAMPING: INDIAN 1958
 KC0689_MARK LOGO: CGS   
 KC0689_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0689+STABILITY: SURFACE MOTION
 KC0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0689+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 KC0689
 KC0689  HISTORY     - Date     Condition        Report By
 KC0689  HISTORY     - 1958     MONUMENTED       CGS
 KC0689  HISTORY     - 1958     GOOD             CGS
 KC0689  HISTORY     - 1967     GOOD             CGS
 KC0689  HISTORY     - 19910520 GOOD             NGS
 KC0689
 KC0689                          STATION DESCRIPTION
 KC0689
 KC0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 KC0689'THE STATION IS ABOUT 7 MILES EAST OF STOUTSVILLE, ABOUT 6 MILES
 KC0689'SOUTH OF MONROE CITY AND ON ROAD RIGHT-OF-WAY.  IT IS 347 FEET
 KC0689'NORTH OF THE INTERSECTION OF COUNTY ROAD N AND A GRAVELED DRIVEWAY
 KC0689'WEST, 95.3 FEET SOUTHWEST OF A T-FENCE CORNER, 40 FEET WEST OF THE
 KC0689'CENTERLINE OF ROAD N, 6 FEET NORTH OF A WHITE WITNESS POST AND
 KC0689'2 FEET EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 KC0689'STAMPED INDIAN 1958.
 KC0689'
 KC0689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 24
 KC0689'IN MONROE CITY, GO SOUTHWEST ON HIGHWAY 24 FOR 3.8 MILES TO THE
 KC0689'JUNCTION OF COUNTY ROAD N.  TURN LEFT ON ROAD N (GRAVELED ROAD) AND
 KC0689'GO SOUTH, EAST AND SOUTH FOR 3.05 MILES TO THE STATION ON THE
 KC0689'RIGHT AS DESCRIBED.
 KC0689'
 KC0689'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROAD N FOR
 KC0689'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KC0689'
 KC0689'REFERENCE MARK 1 IS 40 FEET WEST OF THE CENTERLINE OF THE ROAD
 KC0689'AND 1 FOOT EAST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE
 KC0689'DISK IS STAMPED INDIAN NO 1 1958.
 KC0689'
 KC0689'REFERENCE MARK 2 IS 48 FEET NORTH OF A POWER LINE POLE, 38 FEET
 KC0689'EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF A FENCE.
 KC0689'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED INDIAN NO 2 1958.
 KC0689'
 KC0689'THE AZIMUTH MARK IS 38 FEET EAST OF THE CENTERLINE OF THE ROAD,
 KC0689'30 FEET SOUTH OF A TELEPHONE POLE, 3 FEET WEST OF A FENCE AND
 KC0689'1 FOOT NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 KC0689'2 INCHES AND THE DISK IS STAMPED INDIAN 1958.
 KC0689'
 KC0689'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 108.20 FEET.
 KC0689'
 KC0689'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KC0689
 KC0689                          STATION RECOVERY (1958)
 KC0689
 KC0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KC0689'RECOVERED IN GOOD CONDITION.
 KC0689
 KC0689                          STATION RECOVERY (1967)
 KC0689
 KC0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 KC0689'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KC0689'CONDITION.  A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE
 KC0689'STATION MARK.  THE AZIMUTH MARK RECOVERED AS DESCRIBED AND IS
 KC0689'36 FEET SOUTH OF THE CENTER OF A WIRE GATE.
 KC0689'
 KC0689'TO REACH THE STATION FROM MONROE CITY, FROM THE JUNCTION OF
 KC0689'U.S. HIGHWAYS 24 AND 36, GO SOUTHWEST ON U.S. 24 FOR 3.8 MILES TO
 KC0689'THE JUNCTION WITH COUNTY ROUTE N, CONTINUE SOUTH ON ROUTE N FOR
 KC0689'3.15 MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 KC0689'CONTINUE SOUTH FOR 0.25 MILE TO THE MARK ON THE LEFT.
 KC0689'
 KC0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES
 KC0689'SOUTH OF MONROE CITY.
 KC0689
 KC0689                          STATION RECOVERY (1991)
 KC0689
 KC0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KC0689'STATION IS LOCATED ABOUT 10 KM (6.2 MI) SOUTHWEST OF MONROE CITY,
 KC0689'ALONG A PAVED ROAD, ADJACENT TO A CULTIVATED FIELD, ON ROAD
 KC0689'RIGHT-OF-WAY.  OWNERSHIP--STATE OF MISSOURI DEPARTMENT OF
 KC0689'TRANSPORTATION.
 KC0689'TO REACH FROM THE JUNCTION OF US HIGHWAYS 24 AND 36 BUSINESS IN THE
 KC0689'NORTH SECTION OF MONROE CITY, GO SOUTH ON HIGHWAY 24 FOR 6.16 KM
 KC0689'(3.83 MI) TO A PAVED ROAD LEFT.  BEAR LEFT, SOUTH, ON COUNTY ROAD N
 KC0689'FOR 3.62 KM (2.25 MI) TO A GRAVEL ROAD LEFT.  CONTINUE AHEAD ON ROAD
 KC0689'N FOR 1.28 KM (0.80 MI) TO TOP OF SLIGHT RISE AND STATION ON THE
 KC0689'LEFT.
 KC0689'STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 2 CM BELOW
 KC0689'GROUND, LOCATED 11.0 METERS WEST OF AND LEVEL WITH THE ROAD CENTER,
 KC0689'0.8 M (2.6 FT) EAST OF A WIRE FENCE, 0.4 M (1.3 FT) EAST OF A METAL
 KC0689'WITNESS POST, 1.9 M (6.2 FT) NORTH-NORTHEAST OF THE ORIGINAL WOOD
 KC0689'WITNESS POST, 27.7 M (90.9 FT) NORTHEAST OF A UTILITY POLE ACROSS THE
 KC0689'ROAD AND ACROSS ROAD FROM A DIM FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0541 ***********************************************************************
 GG0541  DESIGNATION -  INDIAN
 GG0541  PID         -  GG0541
 GG0541  STATE/COUNTY-  MO/NEWTON
 GG0541  USGS QUAD   -  STELLA (1972)
 GG0541
 GG0541                         *CURRENT SURVEY CONTROL
 GG0541  ___________________________________________________________________
 GG0541* NAD 83(1997)-  36 46 44.33565(N)    094 07 50.56037(W)     ADJUSTED  
 GG0541* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 GG0541  ___________________________________________________________________
 GG0541  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 GG0541  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GG0541
 GG0541  HORZ ORDER  -  THIRD
 GG0541
 GG0541.The horizontal coordinates were established by classical geodetic methods
 GG0541.and adjusted by the National Geodetic Survey in February 2000..
 GG0541
 GG0541.The orthometric height was scaled from a topographic map.
 GG0541
 GG0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0541
 GG0541.The geoid height was determined by GEOID03.
 GG0541
 GG0541;                    North         East     Units Scale Factor Converg.
 GG0541;SPC MO W     -    68,006.902   882,964.034   MT  0.99995456   +0 13 16.0
 GG0541;UTM  15      - 4,070,950.735   399,101.450   MT  0.99972542   -0 40 37.4
 GG0541
 GG0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0541!SPC MO W     -   0.99994203  x   0.99995456  =   0.99989659
 GG0541!UTM  15      -   0.99994203  x   0.99972542  =   0.99966746
 GG0541
 GG0541|---------------------------------------------------------------------|
 GG0541| PID    Reference Object                     Distance      Geod. Az  |
 GG0541|                                                           dddmmss.s |
 GG0541| CI1725 INDIAN RM 1                          21.002 METERS 20817     |
 GG0541| CI1726 INDIAN RM 2                          11.168 METERS 26850     |
 GG0541| CI1724 INDIAN AZ MK                                       2731225.9 |
 GG0541|---------------------------------------------------------------------|
 GG0541
 GG0541                          SUPERSEDED SURVEY CONTROL
 GG0541
 GG0541  NAD 83(1997)-  36 46 44.33586(N)    094 07 50.56023(W) AD(       ) 3
 GG0541  NAD 83(1997)-  36 46 44.33784(N)    094 07 50.56151(W) AD(       ) 3
 GG0541  NAD 83(1997)-  36 46 44.34652(N)    094 07 50.56490(W) AD(       ) 3
 GG0541  NAD 83(1986)-  36 46 44.34919(N)    094 07 50.56087(W) AD(       ) 3
 GG0541  NAD 27      -  36 46 44.10520(N)    094 07 49.80060(W) AD(       ) 3
 GG0541
 GG0541.Superseded values are not recommended for survey control.
 GG0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0541.See file dsdata.txt to determine how the superseded data were derived.
 GG0541
 GG0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9910170951(NAD 83)
 GG0541_MARKER: DS = TRIANGULATION STATION DISK
 GG0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0541
 GG0541  HISTORY     - Date     Condition        Report By
 GG0541  HISTORY     - 1961     MONUMENTED       CGS
 GG0541
 GG0541                          STATION DESCRIPTION
 GG0541
 GG0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0541'ABOUT 4-1/2 MILES WEST AND 1 MILE NORTH OF WHEATON, ABOUT 4
 GG0541'MILES SOUTHWEST OF FAIRVIEW, IN THE NORTHEAST 1/4 OF SEC. 26, T.
 GG0541'24 N., R. 30 W., AND ON THE PROPERTY OF MR. D.M. LARCHER.  IT
 GG0541'IS 40 FEET EAST OF A T-FENCE CORNER, 26 FEET SOUTH OF THE
 GG0541'CENTERLINE OF A GRAVELED ROAD, 14 FEET NORTHEAST OF AN 8 INCH
 GG0541'HICKORY TREE AND 5 FEET SOUTH OF A WIRE FENCE AND WITNESS POST.
 GG0541'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED INDIAN 1961.
 GG0541'
 GG0541'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 86 AND COUNTY
 GG0541'ROADS W AND FF IN THE WEST EDGE OF WHEATON, GO WEST ON COUNTY
 GG0541'ROAD FF FOR 3.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 GG0541'AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 GG0541'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO THE
 GG0541'NORTHWEST CORNER OF A WOOD LOT AND THE STATION ON THE LEFT.
 GG0541'
 GG0541'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVELED
 GG0541'ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GG0541'
 GG0541'REFERENCE MARK 1 IS 16 FEET SOUTH OF A 30 INCH OAK TREE, 10
 GG0541'FEET WEST OF A 30 INCH OAK TREE AND 3 FEET OF A WIRE FENCE.
 GG0541'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED INDIAN NO 1 1961.
 GG0541'
 GG0541'REFERENCE MARK 2 IS 28 FEET SOUTH OF THE CENTERLINE OF THE
 GG0541'GRAVELED ROAD, 7 FEET SOUTHEAST OF THE T-FENCE CORNER AND 3
 GG0541'FEET EAST OF A TWIN TRUNKED OAK TREE.  THE MONUMENT IS FLUSH
 GG0541'AND THE DISK IS STAMPED INDIAN NO 2 1961.
 GG0541'
 GG0541'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTERLINE OF A
 GG0541'GRAVELED ROAD, 2 FEET EAST OF A WITNESS POST AND 6 INCHES SOUTH
 GG0541'OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 GG0541'IS STAMPED INDIAN 1961.
 GG0541'
 GG0541'NO PICTURE POINT AVAILABLE.
 GG0541'
 GG0541'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0760 ***********************************************************************
 HC0760  DESIGNATION -  INDIAN
 HC0760  PID         -  HC0760
 HC0760  STATE/COUNTY-  MO/DENT
 HC0760  USGS QUAD   -  HOWES MILL SPRING (1981)
 HC0760
 HC0760                         *CURRENT SURVEY CONTROL
 HC0760  ___________________________________________________________________
 HC0760* NAD 83(1997)-  37 42 46.51667(N)    091 21 33.64965(W)     ADJUSTED  
 HC0760* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 HC0760  ___________________________________________________________________
 HC0760  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 HC0760  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0760
 HC0760  HORZ ORDER  -  THIRD
 HC0760
 HC0760.The horizontal coordinates were established by classical geodetic methods
 HC0760.and adjusted by the National Geodetic Survey in February 2000..
 HC0760
 HC0760.The orthometric height was scaled from a topographic map.
 HC0760
 HC0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0760
 HC0760.The geoid height was determined by GEOID03.
 HC0760
 HC0760;                    North         East     Units Scale Factor Converg.
 HC0760;SPC MO E     -   208,917.991   174,232.471   MT  1.00000402   -0 31 32.5
 HC0760;UTM  15      - 4,175,230.512   644,609.675   MT  0.99985758   +1 00 13.6
 HC0760
 HC0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0760!SPC MO E     -   0.99994116  x   1.00000402  =   0.99994518
 HC0760!UTM  15      -   0.99994116  x   0.99985758  =   0.99979875
 HC0760
 HC0760:                Primary Azimuth Mark                     Grid Az
 HC0760:SPC MO E     -  INDIAN AZ MK                             010 33 43.5
 HC0760:UTM  15      -  INDIAN AZ MK                             009 01 57.4
 HC0760
 HC0760|---------------------------------------------------------------------|
 HC0760| PID    Reference Object                     Distance      Geod. Az  |
 HC0760|                                                           dddmmss.s |
 HC0760| CN6466 INDIAN AZ MK                                       0100211.0 |
 HC0760| HC0759 CROOKED LOOKOUT TOWER               APPROX. 7.4 KM 0882335.5 |
 HC0760| HC0761 JUNCTION LOOKOUT TOWER              APPROX.10.5 KM 1793541.2 |
 HC0760| CN6467 INDIAN RM 1                          26.885 METERS 20925     |
 HC0760| CN6468 INDIAN RM 2                          20.260 METERS 32147     |
 HC0760| HC0757 INDIAN TRAIL LOOKOUT TOWER           21.160 METERS 33208     |
 HC0760|---------------------------------------------------------------------|
 HC0760
 HC0760                          SUPERSEDED SURVEY CONTROL
 HC0760
 HC0760  NAD 83(1986)-  37 42 46.53508(N)    091 21 33.65135(W) AD(       ) 3
 HC0760  NAD 27      -  37 42 46.37100(N)    091 21 33.14300(W) AD(       ) 3
 HC0760
 HC0760.Superseded values are not recommended for survey control.
 HC0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0760.See file dsdata.txt to determine how the superseded data were derived.
 HC0760
 HC0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB4461075231(NAD 83)
 HC0760_MARKER: DS = TRIANGULATION STATION DISK
 HC0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0760
 HC0760  HISTORY     - Date     Condition        Report By
 HC0760  HISTORY     - 1956     MONUMENTED       CGS
 HC0760
 HC0760                          STATION DESCRIPTION
 HC0760
 HC0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0760'THE STATION IS LOCATED AT THE SITE OF THE INDIAN TRAIL FIRE TOWER,
 HC0760'ABOUT 10-1/2 MILES NORTHEAST OF SALEM, 10 MILES NORTHWEST OF
 HC0760'BOSS, 5 MILES SOUTH SOUTHEAST OF SLIGO, 33 FEET SOUTHEAST OF THE
 HC0760'SOUTHEAST LEG OF THE WATER TOWER, 25 FEET NORTH OF THE CENTERLINE
 HC0760'OF THE GRAVELED ROAD AND 24 FEET WEST OF THE LARGE GREEN
 HC0760'BUILDING.
 HC0760'
 HC0760'TO REACH, FROM SLIGO, GO SOUTH, ON STATE ROUTE 19, FOR 1.5 MILES
 HC0760'TO SIDE ROAD LEFT AND ENTRANCE TO THE INDIAN TRAIL STATE FOREST
 HC0760'AND GAME RESERVE, TURN LEFT, AND GO SOUTHEAST 0.05 MILE TO CROSS
 HC0760'ROADS, CONTINUE STRAIGHT AHEAD, AND GO SOUTHEAST 3.5 MILES TO
 HC0760'FORKS, TAKE RIGHT FORK, AND GO SOUTHEASTERLY 0.5 MILE TO THE
 HC0760'AZIMUTH MARK, CONTINUE STRAIGHT AHEAD, AND GO SOUTHEASTERLY
 HC0760'0.25 MILE TO THE STATION.
 HC0760'
 HC0760'THE STATION MARK IS A STANDARD DISK, STAMPED INDIAN 1956, SET IN
 HC0760'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 HC0760'WITH THE GROUND.
 HC0760'
 HC0760'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED INDIAN NO
 HC0760'1 1956, SET IN A DRILL HOLE IN A BOULDER 16 INCHES IN DIAMETER
 HC0760'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT 6 FEET LOWER
 HC0760'THAN THE STATION.
 HC0760'
 HC0760'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED INDIAN NO 2
 HC0760'1956, SET IN A DRILL HOLE IN THE SOUTHWEST CONCRETE LEG FOUNDATION
 HC0760'OF THE LOOKOUT TOWER WHICH IS ABOUT FLUSH AND IS ABOUT THE SAME
 HC0760'ELEVATION AS THE STATION.
 HC0760'
 HC0760'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED INDIAN 1956, SET IN
 HC0760'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HC0760'4 INCHES.  IT IS LOCATED 40.6 FEET NORTHEAST OF THE CENTERLINE
 HC0760'OF THE GRAVELED ROAD AND 15 FEET NORTHEAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0793 ***********************************************************************
 HC0793  DESIGNATION -  INDIAN
 HC0793  PID         -  HC0793
 HC0793  STATE/COUNTY-  MO/SHANNON
 HC0793  USGS QUAD   -  POWDER MILL FERRY (1985)
 HC0793
 HC0793                         *CURRENT SURVEY CONTROL
 HC0793  ___________________________________________________________________
 HC0793* NAD 83(1997)-  37 08 55.59325(N)    091 13 41.90921(W)     ADJUSTED  
 HC0793* NAVD 88     -       329.07   (+/-2cm)    1079.6    (feet)  VERTCON   
 HC0793  ___________________________________________________________________
 HC0793  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 HC0793  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 HC0793
 HC0793  HORZ ORDER  -  THIRD
 HC0793  VERT ORDER  -  THIRD ? (See Below)
 HC0793
 HC0793.The horizontal coordinates were established by classical geodetic methods
 HC0793.and adjusted by the National Geodetic Survey in February 2000..
 HC0793
 HC0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0793.The vertical order pertains to the NGVD 29 superseded value.
 HC0793
 HC0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0793
 HC0793.The geoid height was determined by GEOID03.
 HC0793
 HC0793;                    North         East     Units Scale Factor Converg.
 HC0793;SPC MO E     -   146,210.813   185,302.439   MT  0.99998488   -0 26 23.4
 HC0793;UTM  15      - 4,112,846.044   657,337.364   MT  0.99990495   +1 04 12.4
 HC0793
 HC0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0793!SPC MO E     -   0.99995307  x   0.99998488  =   0.99993795
 HC0793!UTM  15      -   0.99995307  x   0.99990495  =   0.99985803
 HC0793
 HC0793|---------------------------------------------------------------------|
 HC0793| PID    Reference Object                     Distance      Geod. Az  |
 HC0793|                                                           dddmmss.s |
 HC0793| CN6469 INDIAN RM 1                          14.260 METERS 01643     |
 HC0793| CN6471 INDIAN RM 3                                        1134551.1 |
 HC0793| HC0790 STEGALL LOOKOUT TOWER               APPROX. 8.2 KM 1620227.5 |
 HC0793| CN6470 INDIAN RM 2                          14.302 METERS 28704     |
 HC0793|---------------------------------------------------------------------|
 HC0793
 HC0793                          SUPERSEDED SURVEY CONTROL
 HC0793
 HC0793  NAD 83(1986)-  37 08 55.60453(N)    091 13 41.90766(W) AD(       ) 3
 HC0793  NAD 27      -  37 08 55.43620(N)    091 13 41.43480(W) AD(       ) 3
 HC0793  NGVD 29 (07/19/86)  329.00   (m)         1079.4    (f) LEVELING    3  
 HC0793
 HC0793.Superseded values are not recommended for survey control.
 HC0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0793.See file dsdata.txt to determine how the superseded data were derived.
 HC0793
 HC0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB5733712846(NAD 83)
 HC0793_MARKER: DD = SURVEY DISK
 HC0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0793
 HC0793  HISTORY     - Date     Condition        Report By
 HC0793  HISTORY     - 1962     MONUMENTED       CGS
 HC0793
 HC0793                          STATION DESCRIPTION
 HC0793
 HC0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0793'THE STATION IS LOCATED ABOUT 7 MILES EAST OF EMINENCE, ABOUT
 HC0793'15 MILES SOUTHWEST OF ELLINGTON IN THE SE 1/4 SECTION 25,
 HC0793'T-29-N, R-3-W, AND ON THE PROPERTY OF LEO DREY.  IT IS 45 FEET
 HC0793'NORTH OF THE CENTERLINE OF HIGHWAY 106, 5 FEET SOUTH OF A
 HC0793'WITNESS POST, 19 FEET SOUTHEAST OF A 7 INCH PINE TREE, AND 24
 HC0793'FEET NORTHEAST OF A 10 INCH OAK TREE.  THE MONUMENT PROJECTS
 HC0793'6 INCHES AND THE DISK IS STAMPED INDIAN 1962.
 HC0793'
 HC0793'TO REACH FROM THE JUNCTION OF THE WEST BANK OF THE CURRENT RIVER
 HC0793'AND STATE HIGHWAY 106, GO SOUTHWEST ON HIGHWAY 106 FOR 3.6
 HC0793'MILES TO A SIDE ROAD RIGHT.  CONTINUE WESTERLY FOR 0.45 MILE TO
 HC0793'R.M. 3 ON LEFT.  CONTINUE WESTERLY FOR 0.2 MILE TO STATION ON
 HC0793'RIGHT.
 HC0793'
 HC0793'REFERENCE MARK 1 IS 43 FEET NORTHEAST OF A WITNESS POST, 88
 HC0793'FEET NORTH OF THE CENTERLINE OF HIGHWAY 106, AND 13 FEET
 HC0793'SOUTH OF A 9 INCH OAK TREE.  THE MONUMENT PROJECTS 8 INCHES
 HC0793'AND THE DISK STAMPED INDIAN NO 1 1962.
 HC0793'
 HC0793'REFERENCE MARK 2 IS 61 FEET NORTH OF THE CENTERLINE OF THE
 HC0793'HIGHWAY, 44 FEET NORTHWEST OF A WITNESS POST, AND 22 FEET
 HC0793'NORTHWEST OF AN 8 INCH PINE TREE.  THE MONUMENT PROJECTS 4 INCHES
 HC0793'AND THE DISK IS STAMPED INDIAN NO 2 1962.
 HC0793'
 HC0793'REFERENCE MARK 3 IS 2 FEET WEST OF A WITNESS POST, 36 FEET
 HC0793'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 26 FEET EAST OF A
 HC0793'10 INCH OAK TREE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 HC0793'IS STAMPED INDIAN NO 3 1962.
 HC0793'
 HC0793'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0757 ***********************************************************************
 HC0757  DESIGNATION -  INDIAN TRAIL LOOKOUT TOWER
 HC0757  PID         -  HC0757
 HC0757  STATE/COUNTY-  MO/DENT
 HC0757  USGS QUAD   -  HOWES MILL SPRING (1981)
 HC0757
 HC0757                         *CURRENT SURVEY CONTROL
 HC0757  ___________________________________________________________________
 HC0757* NAD 83(1997)-  37 42 47.12337(N)    091 21 34.05355(W)     ADJUSTED  
 HC0757* NAVD 88     -                                                        
 HC0757  ___________________________________________________________________
 HC0757  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 HC0757  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0757
 HC0757  HORZ ORDER  -  THIRD
 HC0757
 HC0757.The horizontal coordinates were established by classical geodetic methods
 HC0757.and adjusted by the National Geodetic Survey in February 2000..
 HC0757
 HC0757
 HC0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0757
 HC0757.The geoid height was determined by GEOID03.
 HC0757
 HC0757;                    North         East     Units Scale Factor Converg.
 HC0757;SPC MO E     -   208,936.786   174,222.750   MT  1.00000404   -0 31 32.7
 HC0757;UTM  15      - 4,175,249.039   644,599.457   MT  0.99985754   +1 00 13.3
 HC0757
 HC0757                          SUPERSEDED SURVEY CONTROL
 HC0757
 HC0757  NAD 83(1986)-  37 42 47.14188(N)    091 21 34.05501(W) AD(       ) 4
 HC0757  NAD 27      -  37 42 46.97800(N)    091 21 33.54700(W) AD(       ) 3
 HC0757
 HC0757.Superseded values are not recommended for survey control.
 HC0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0757.See file dsdata.txt to determine how the superseded data were derived.
 HC0757
 HC0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB4459975249(NAD 83)
 HC0757_MARKER: 57 = LOOKOUT TOWER
 HC0757
 HC0757  HISTORY     - Date     Condition        Report By
 HC0757  HISTORY     - 1939     FIRST OBSERVED   CGS
 HC0757  HISTORY     - 1956     GOOD             CGS
 HC0757
 HC0757                          STATION DESCRIPTION
 HC0757
 HC0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0757'THIS IS A U.S. FORESTRY SERVICE LOOKOUT TOWER, IT HAS A
 HC0757'GLASS-ENCLOSED LOOKOUT ROOM ON TOP.  THE TOWER WAS NOT VISITED.
 HC0757'IT IS ABOUT 10 MILES NORTHEAST OF SALEM.  THE FINIAL WAS LOCATED
 HC0757'FROM TRIANGULATION STATIONS PENROD 1934 AND MARCOOT.
 HC0757
 HC0757                          STATION RECOVERY (1956)
 HC0757
 HC0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0757'THE STATION IS LOCATED ABOUT 10-1/2 MILES AIRLINE WEST NORTHWEST
 HC0757'OF BOSS, 9 MILES AIRLINE WEST SOUTHWEST OF DILLARD, IN THE INDIAN
 HC0757'TRAIL STATE PARK.
 HC0757'
 HC0757'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH AN 8 FOOT SQUARE
 HC0757'HOUSE ON TOP AND IS ABOUT 100 FEET HIGH.  IT IS 21.160 METERS,
 HC0757'69.425 FEET NORTH NORTHWEST OF TRIANGULATION STATION INDIAN.
 HC0757'THE CENTER OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1764 ***********************************************************************
 GD1764  DESIGNATION -  INGRAM
 GD1764  PID         -  GD1764
 GD1764  STATE/COUNTY-  MO/PEMISCOT
 GD1764  USGS QUAD   -  WARDELL (1978)
 GD1764
 GD1764                         *CURRENT SURVEY CONTROL
 GD1764  ___________________________________________________________________
 GD1764* NAD 83(1997)-  36 17 27.55121(N)    089 47 25.03091(W)     ADJUSTED  
 GD1764* NAVD 88     -        81.9    (meters)     269.     (feet)  GPS OBS   
 GD1764  ___________________________________________________________________
 GD1764  X           -      18,838.963 (meters)                     COMP
 GD1764  Y           -  -5,146,962.523 (meters)                     COMP
 GD1764  Z           -   3,754,296.837 (meters)                     COMP
 GD1764  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GD1764  ELLIP HEIGHT-          53.46  (meters)          (02/17/00) GPS OBS
 GD1764  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1764
 GD1764  HORZ ORDER  -  FIRST
 GD1764  ELLP ORDER  -  FOURTH    CLASS I
 GD1764
 GD1764.The horizontal coordinates were established by classical geodetic methods
 GD1764.and adjusted by the National Geodetic Survey in February 2000..
 GD1764
 GD1764.The orthometric height was determined by GPS observations and a
 GD1764.high-resolution geoid model.
 GD1764
 GD1764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1764
 GD1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1764
 GD1764.The ellipsoidal height was determined by GPS observations
 GD1764.and is referenced to NAD 83.
 GD1764
 GD1764.The geoid height was determined by GEOID03.
 GD1764
 GD1764;                    North         East     Units Scale Factor Converg.
 GD1764;SPC MO E     -    51,011.580   313,750.735   MT  0.99998339   +0 25 12.3
 GD1764;SPC TN       -   223,794.960   259,605.554   MT  0.99998012   -2 13 08.3
 GD1764;SPC TN       -   734,233.96    851,722.56   sFT  0.99998012   -2 13 08.3
 GD1764;UTM  16      - 4,019,837.057   249,415.327   MT  1.00037374   -1 39 08.6
 GD1764
 GD1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1764!SPC MO E     -   0.99999161  x   0.99998339  =   0.99997500
 GD1764!SPC TN       -   0.99999161  x   0.99998012  =   0.99997173
 GD1764!UTM  16      -   0.99999161  x   1.00037374  =   1.00036535
 GD1764
 GD1764:                Primary Azimuth Mark                     Grid Az
 GD1764:SPC MO E     -  INGRAM AZ MK                             036 20 56.2
 GD1764:SPC TN       -  INGRAM AZ MK                             038 59 16.8
 GD1764:UTM  16      -  INGRAM AZ MK                             038 25 17.1
 GD1764
 GD1764|---------------------------------------------------------------------|
 GD1764| PID    Reference Object                     Distance      Geod. Az  |
 GD1764|                                                           dddmmss.s |
 GD1764| GD2039 INGRAM AZ MK                                       0364608.5 |
 GD1764| GD1739 HAYTI N MUNICIPAL TANK              APPROX. 7.0 KM 1483618.9 |
 GD1764| GD1740 HAYTI S MUNICIPAL TANK              APPROX. 7.8 KM 1511605.4 |
 GD1764| GD1753 HAYTI SE MO COMPRESS CO TANK        APPROX. 7.2 KM 1524844.3 |
 GD1764| GD2038 INGRAM RM 3                          12.410 METERS 19024     |
 GD1764| GD1760 DEERING MUNICIPAL TANK              APPROX.14.0 KM 2165634.3 |
 GD1764| GD2036 INGRAM RM 1                          39.610 METERS 24451     |
 GD1764| GD2037 INGRAM RM 2                          31.017 METERS 34243     |
 GD1764|---------------------------------------------------------------------|
 GD1764
 GD1764                          SUPERSEDED SURVEY CONTROL
 GD1764
 GD1764  NAD 83(1997)-  36 17 27.55330(N)    089 47 25.03096(W) AD(       ) 1
 GD1764  NAD 83(1997)-  36 17 27.55986(N)    089 47 25.02876(W) AD(       ) 1
 GD1764  NAD 83(1997)-  36 17 27.56012(N)    089 47 25.02985(W) AD(       ) 1
 GD1764  NAD 83(1986)-  36 17 27.56281(N)    089 47 25.02925(W) AD(       ) 1
 GD1764  NAD 27      -  36 17 27.32390(N)    089 47 24.72820(W) AD(       ) 1
 GD1764  NGVD 29 (05/28/98)   81.9    (m)          269.     (f) GPS OBS        
 GD1764
 GD1764.Superseded values are not recommended for survey control.
 GD1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1764.See file dsdata.txt to determine how the superseded data were derived.
 GD1764
 GD1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF4941519837(NAD 83)
 GD1764_MARKER: DS = TRIANGULATION STATION DISK
 GD1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1764_SP_SET: CONCRETE POST
 GD1764_STAMPING: INGRAM 1953
 GD1764_MARK LOGO: CGS   
 GD1764_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1764+STABILITY: SURFACE MOTION
 GD1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1764+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 GD1764
 GD1764  HISTORY     - Date     Condition        Report By
 GD1764  HISTORY     - 1953     MONUMENTED       CGS
 GD1764  HISTORY     - 1953     GOOD             CGS
 GD1764  HISTORY     - 1954     GOOD             CGS
 GD1764  HISTORY     - 1969     GOOD             CGS
 GD1764  HISTORY     - 19910315 GOOD             NGS
 GD1764  HISTORY     - 20040211 GOOD             USACE
 GD1764
 GD1764                          STATION DESCRIPTION
 GD1764
 GD1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1764'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF HAYTI, 173 FEET
 GD1764'EAST OF THE CENTER OF COUNTY ROAD K, 103 FEET SOUTH SOUTHEAST OF THE
 GD1764'SCHOOLHOUSE AND 1.5 FEET NORTH OF A WITNESS POST.  IT PROJECTS 3
 GD1764'INCHES AND IS STAMPED INGRAM 1953.
 GD1764'
 GD1764'REFERENCE MARK NO. 1 IS 58 FEET EAST OF THE CENTER OF COUNTY ROAD K,
 GD1764'29 FEET SOUTHEAST OF A POWER LINE POLE AND 16 FEET WEST OF THE
 GD1764'CENTER OF A DRIVEWAY.  IT IS SET FLUSH AND IS STAMPED INGRAM NO 1
 GD1764'1953.
 GD1764'
 GD1764'REFERENCE MARK NO. 2 IS 142 FEET EAST OF THE CENTER OF COUNTY ROAD K
 GD1764'AND 1.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL-HOUSE.
 GD1764'IT PROJECTS 4 INCHES AND IS STAMPED INGRAM NO 2 1953.
 GD1764'
 GD1764'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 175.70 FEET.
 GD1764'
 GD1764'THE AZIMUTH MARK IS 136 FEET WEST OF THE CENTER OF A DRIVEWAY, 33
 GD1764'FEET SOUTH OF THE CENTER OF COUNTY ROAD K AND 1 FOOT NORTHWEST OF A
 GD1764'POWER LINE POLE.  IT PROJECTS 3 INCHES AND IS STAMPED INGRAM 1953.
 GD1764'
 GD1764'TO REACH THE STATION FROM THE POST OFFICE IN HAYTI GO WEST AND NORTH
 GD1764'FOR 0.1 MILE TO THE NW CORNER OF THE SQUARE, CONTINUE NORTH FOR 0.1
 GD1764'MILE TO THE JUNCTION OF STATE HIGHWAY 84 AND COUNTY ROAD P, GO
 GD1764'NORTH ON COUNTY ROAD P FOR 5.0 MILES TO JUNCTION WITH COUNTY ROAD
 GD1764'K, TURN LEFT AND GO WEST ON COUNTY ROAD K FOR 0.25 MILE TO A
 GD1764'RAILROAD CROSSING, CONTINUE WEST ON COUNTY ROAD K FOR 1.8
 GD1764'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST AND SOUTH ON
 GD1764'COUNTY ROAD K FOR 0.95 MILE TO THE SCHOOL AND THE STATION ON THE
 GD1764'LEFT AS DESCRIBED.
 GD1764'
 GD1764'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 GD1764
 GD1764                          STATION RECOVERY (1953)
 GD1764
 GD1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GD1764'RECOVERED IN GOOD CONDITION.
 GD1764
 GD1764                          STATION RECOVERY (1954)
 GD1764
 GD1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1764'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 GD1764'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 GD1764'1953 DESCRIPTION IS ADEQUATE.
 GD1764
 GD1764                          STATION RECOVERY (1969)
 GD1764
 GD1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GD1764'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 GD1764'RECOVERED AND FOUND IN APPARENT GOOD CONDITION.  THE CONCRETE
 GD1764'MONUMENT FOR REFERENCE MARK NO. 1 WAS FOUND WITH THE DISK POPPED
 GD1764'OFF THE SHANK AND A LARGE SPIKE OR ROD WAS DRIVEN INTO THE SHANK
 GD1764'AND HAD A PUNCH MARK NEAR ITS CENTER.  THIS MARK WILL NO LONGER SEE
 GD1764'THE STATION AS A NEW PARSONAGE HAS BEEN BUILT ON LINE BETWEEN THE
 GD1764'STATION AND THE MARK.  THE HORIZONTAL MEASURED DISTANCES BETWEEN
 GD1764'THE STATION AND THE REFERENCE MARK NO. 2 AND BETWEEN REFERENCE MARK
 GD1764'NO. 2 AND THE PUNCH MARK IN THE SHANK OF REFERENCE MARK NO. 1,
 GD1764'CHECKED THE 1953 MEASUREMENTS FLAT.  A NEW REFERENCE MARK NO. 3
 GD1764'WAS ESTABLISHED THIS DATE.  THE STATION WAS OCCUPIED AND THE
 GD1764'HORIZONTAL ANGLES OBSERVED BETWEEN THE AZIMUTH MARK AND REFERENCE
 GD1764'MARK NO. 2 AND REFERENCE MARK NO. 3.  A DISCREPANCY OF PLUS 02 FEET
 GD1764'39.7 INCHES WAS NOTED IN THE ANGLE BETWEEN THE AZIMUTH MARK AND
 GD1764'REFERENCE MARK NO. 2.
 GD1764'
 GD1764'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1764'
 GD1764'THE STATION IS LOCATED ON LAND NOW OWNED BY THE INGRAM RIDGE BAPTIST
 GD1764'CHURCH, ABOUT 5.5 MILES NORTHWEST OF HAYTI, AND ABOUT 3.0 MILES
 GD1764'NORTHEAST OF THE SMALL COMMUNITY OF PASCOLA.
 GD1764'
 GD1764'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTES B AND K,
 GD1764'JUST ACROSS THE RAILROAD TRACKS SOUTH OF THE POST OFFICE IN PASCOLA,
 GD1764'GO NORTH ON COUNTY ROUTES B AND K FOR 0.7 OF A MILE TO WHERE COUNTY
 GD1764'ROUTE B CONTINUES STRAIGHT AHEAD, NORTH, AND COUNTY ROUTE K TURNS
 GD1764'SHARP RIGHT.  HERE TURN RIGHT ON COUNTY ROUTE K AND GO EAST AND
 GD1764'NORTH FOR 2.9 MILES TO THE INGRAM RIDGE BAPTIST CHURCH ON THE RIGHT
 GD1764'AND THE STATION IN THE CHURCHYARD AS DESCRIBED.
 GD1764'
 GD1764'THE STATION IS 157 FEET SOUTH-SOUTHWEST OF A 30-INCH SYCAMORE TREE,
 GD1764'117 FEET SOUTH OF THE SOUTHEAST CORNER OF THE T ADDITION OF THE
 GD1764'CHURCH BUILDING, 102.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 GD1764'OF THE MAIN CHURCH BUILDING, 57 FEET NORTH-NORTHWEST OF A GUYED,
 GD1764'UTILITY POLE, 41 FEET EAST-SOUTHEAST OF A 60-INCH SWAMP WHITE
 GD1764'OAK TREE, 25 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 GD1764'WOODEN SHED, 14.0 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF
 GD1764'THE PARSONAGE UTILITY ROOM, 7.0 FEET EAST OF THE NORTHEAST
 GD1764'CORNER OF THE PARSONAGE, AND 6 FEET WEST OF THE POLE AT THE NORTH
 GD1764'END OF A CLOTHESLINE.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1764'8-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 GD1764'THE DISK IS STAMPED INGRAM 1953.
 GD1764'
 GD1764'REFERENCE MARK NO. 1 IS 101 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GD1764'THE PARSONAGE, 86 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GD1764'PARSONAGE, 61 FEET SOUTH-SOUTHWEST OF A 40-INCH ELM TREE, 59 FEET
 GD1764'EAST-SOUTHEAST OF A GUYED POWERLINE TRANSFORMER AND UTILITY POLE,
 GD1764'29 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY ROUTE K, 0.8 OF
 GD1764'A FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND AT THE NORTH
 GD1764'EDGE OF A CULTIVATED FIELD.  IT IS A 12-INCH, SQUARE CONCRETE
 GD1764'MONUMENT WITH THE DISK POPPED OFF THE SHANK, AND HAS EITHER A
 GD1764'LARGE SPIKE OR PIECE OF METAL ROD DRIVEN INTO THE SHANK WITH A
 GD1764'PUNCH MARK NEAR THE CENTER, AND THE MONUMENT IS FLUSH WITH THE
 GD1764'SURFACE OF THE GROUND.  THERE IS NO STAMPING.
 GD1764'
 GD1764'REFERENCE MARK NO. 2 IS 147 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1764'COUNTY ROUTE K, 97 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GD1764'PARSONAGE, 73 FEET NORTH OF THE 60-INCH SWAMP WHITE OAK TREE, 20.5
 GD1764'FEET SOUTH OF THE SOUTHEAST CORNER ANGLE FORMED BY THE T CHURCH
 GD1764'ADDITION, 1.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN
 GD1764'CHURCH BUILDING, AND 0.6 OF A FOOT EAST OF A METAL WITNESS POST
 GD1764'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 8-INCH,
 GD1764'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 GD1764'STAMPED INGRAM NO 2 1953.
 GD1764'
 GD1764'REFERENCE MARK NO. 3 IS 60 FEET WEST OF A 40-INCH ELM TREE, 30 FEET
 GD1764'WEST-NORTHWEST OF THE GUYED UTILITY POLE, 25 FEET WEST OF THE
 GD1764'SOUTHWEST CORNER OF THE WOODEN SHED, 16.5 FEET WEST-NORTHWEST OF
 GD1764'THE POLE AT THE SOUTH END OF A CLOTHESLINE, AND 0.2 OF A FOOT
 GD1764'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PARSONAGE.  IT IS A STANDARD
 GD1764'DISK CEMENTED IN A DRILL HOLE IN THE CORNER OF THE CONCRETE
 GD1764'FOUNDATION OF THE PARSONAGE AND THE DISK IS STAMPED INGRAM
 GD1764'1953 NO 3 1969.
 GD1764'
 GD1764'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 GD1764'THE PUNCH MARK IN THE SHANK OF REFERENCE MARK NO. 1 IS 175.70 FEET
 GD1764'53.553 METERS.
 GD1764'
 GD1764'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 2, REFERENCE MARK
 GD1764'NO. 1 AND THE NEW REFERENCE MARK NO. 3 COULD NOT BE MEASURED.
 GD1764'
 GD1764'THE AZIMUTH MARK IS 135 FEET WEST OF THE APPROXIMATE CENTER OF A
 GD1764'GRAVELED DRIVEWAY, 123 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 GD1764'OF A WHITE, FRAME HOUSE, 35 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1764'COUNTY ROUTE K, 1.3 FEET NORTHWEST OF A GUYED UTILITY AND
 GD1764'TRANSFORMER POLE, AND 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST
 GD1764'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN 8-INCH, SQUARE,
 GD1764'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS
 GD1764'STAMPED INGRAM 1953.
 GD1764'
 GD1764'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH AND EAST
 GD1764'ON COUNTY ROUTE K FOR 0.9 OF A MILE TO THE MARK ON THE RIGHT AS
 GD1764'DESCRIBED.
 GD1764'
 GD1764'NOTE - THE VALUES SHOWN IN THE BOX OF THIS DESCRIPTION FOR REFERENCE
 GD1764'MARK NO. 1 ARE COPIED FROM THE 1953 DESCRIPTION, AS THIS MARK IS NO
 GD1764'LONGER VISIBLE FROM THE STATION AND THE DISTANCE AND ANGLE COULD
 GD1764'NOT BE VERIFIED.
 GD1764'
 GD1764'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3.0 MILES
 GD1764'NORTHEAST OF PASCOLA.
 GD1764
 GD1764                          STATION RECOVERY (1991)
 GD1764
 GD1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1764'STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH-SOUTHEAST OF WARDELL,
 GD1764'4.7 KM (2.90 MI) NORTHEAST OF PASCOLA, NEAR THE NORTHWEST CORNER OF
 GD1764'SECTION 17, T 19 N, R 12 E, IN THE BACK YARD OF A YELLOW SHINGLE
 GD1764'FRAME HOUSE. OWNERSHIP--RONALD CECIL, ROUTE 1, BOX 250, HAYTI, MO
 GD1764'63851.  PHONE IS 314-359-0767.  MR. CECIL LIVES AT THE STATION.
 GD1764'TO REACH FROM THE JUNCTION OF STATE ROADS B AND K AT THE RAILROAD
 GD1764'CROSSING IN PASCOLA, GO NORTH ON ROADS B AND K FOR 1.15 KM (0.70 MI)
 GD1764'TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON ROAD K FOR 3.20 KM
 GD1764'(2.00 MI) TO A SHARP CURVE LEFT.  CONTINUE NORTH ON ROAD K FOR 1.48
 GD1764'KM (0.90 MI) TO A DRIVEWAY ON THE RIGHT TO THE FRAME HOUSE.  TURN
 GD1764'RIGHT, EAST, ON DRIVE FOR 50 M (164.0 FT) TO HOUSE AND STATION IN THE
 GD1764'REAR.
 GD1764'STATION MARK IS SET IN THE TOP OF A CHIPPED 25-CM SQUARE CONCRETE POST
 GD1764'PROJECTING 3 CM.  IT IS 53.8 M (176.5 FT) EAST OF THE ROAD CENTER,
 GD1764'2.2 M (7.2 FT) EAST OF THE NORTHEAST CORNER OF THE MAIN SECTION OF
 GD1764'THE HOUSE, 4.2 M (13.8 FT) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF
 GD1764'THE CARPORT SHED, 5.6 M (18.4 FT) NORTH OF THE NORTHEAST CORNER OF
 GD1764'THE REAR HOUSE EXTENSION, AND 31.2 M (102.4 FT) SOUTH-SOUTHEAST OF A
 GD1764'METAL WITNESS POST AT THE SOUTHEAST CORNER OF A FRAME BUILDING.
 GD1764'NOTE--DUE TO PROXIMITY OF HOUSE TO STATION, A 3.5 M (11.5 FT) TRIPOD
 GD1764'IS NEEDED TO CLEAR ROOF FOR GPS WORK.
 GD1764'DESCRIBED BY G.R.HEID.
 GD1764
 GD1764                          STATION RECOVERY (2004)
 GD1764
 GD1764'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1600 ***********************************************************************
 JC1600  DESIGNATION -  INSANE ASYLUM
 JC1600  PID         -  JC1600
 JC1600  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1600  USGS QUAD   -  WEBSTER GROVES (1993)
 JC1600
 JC1600                         *CURRENT SURVEY CONTROL
 JC1600  ___________________________________________________________________
 JC1600* NAD 83(1997)-  38 36 14.06181(N)    090 16 44.44772(W)     ADJUSTED  
 JC1600* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 JC1600  ___________________________________________________________________
 JC1600  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 JC1600  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JC1600
 JC1600  HORZ ORDER  -  FIRST
 JC1600
 JC1600.The horizontal coordinates were established by classical geodetic methods
 JC1600.and adjusted by the National Geodetic Survey in February 2000..
 JC1600
 JC1600.The orthometric height was scaled from a topographic map.
 JC1600
 JC1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1600
 JC1600.The geoid height was determined by GEOID03.
 JC1600
 JC1600;                    North         East     Units Scale Factor Converg.
 JC1600;SPC MO E     -   307,485.821   269,248.287   MT  0.99993789   +0 08 16.4
 JC1600;SPC IL W     -   215,006.791   690,214.366   MT  0.99994236   -0 04 12.3
 JC1600;SPC IL W     -   705,401.45  2,264,478.30   sFT  0.99994236   -0 04 12.3
 JC1600;UTM  15      - 4,276,334.976   736,942.932   MT  1.00029142   +1 41 54.6
 JC1600
 JC1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1600!SPC MO E     -   0.99997648  x   0.99993789  =   0.99991438
 JC1600!SPC IL W     -   0.99997648  x   0.99994236  =   0.99991885
 JC1600!UTM  15      -   0.99997648  x   1.00029142  =   1.00026790
 JC1600
 JC1600:                Primary Azimuth Mark                     Grid Az
 JC1600:SPC MO E     -  ST LOUIS ST JOHNS CHURCH                 055 25 26.8
 JC1600:SPC IL W     -  ST LOUIS ST JOHNS CHURCH                 055 37 55.5
 JC1600:UTM  15      -  ST LOUIS ST JOHNS CHURCH                 053 51 48.6
 JC1600
 JC1600|---------------------------------------------------------------------|
 JC1600| PID    Reference Object                     Distance      Geod. Az  |
 JC1600|                                                           dddmmss.s |
 JC1600| JC1596 ST LOUIS ST JOHNS CHURCH            APPROX. 6.2 KM 0553343.2 |
 JC1600| JC1595 ST LOUIS CENTENARY METH CH          APPROX. 6.9 KM 0581817.6 |
 JC1600| JC1592 ST LOUIS SECOND PRESB CHURCH        APPROX. 7.2 KM 0641015.8 |
 JC1600| JC1593 ST LOUIS FIRST PRESBYTERIAN CH      APPROX. 7.5 KM 0655833.2 |
 JC1600| JC1585 ST LOUIS GRAND LAFAYETTE TOWER      APPROX. 3.8 KM 0682850.5 |
 JC1600| JC1598 ST LOUIS COURTHOUSE                 APPROX. 8.2 KM 0724627.7 |
 JC1600| JC1590 ST LOUIS BOHEMIAN CHURCH            APPROX. 6.5 KM 0813617.1 |
 JC1600| JC1588 ST LOUIS MARINE HOSPITAL            APPROX. 5.5 KM 1100310.9 |
 JC1600| JC1586 ST LOUIS SACRED HEART CONVENT       APPROX. 4.6 KM 1265502.7 |
 JC1600| JC1584 ST LOUIS ST FRANCIS CHURCH          APPROX. 4.3 KM 1272332.2 |
 JC1600| JC1604 ST LOUIS MANCHESTER ROAD CH         APPROX.14.3 KM 2695817.9 |
 JC1600| JC1605 ST LOUIS SMITH BALLAS ROAD CH       APPROX.14.7 KM 2823834.2 |
 JC1600|---------------------------------------------------------------------|
 JC1600
 JC1600                          SUPERSEDED SURVEY CONTROL
 JC1600
 JC1600  NAD 83(1997)-  38 36 14.06228(N)    090 16 44.44770(W) AD(       ) 1
 JC1600  NAD 83(1986)-  38 36 14.07853(N)    090 16 44.44399(W) AD(       ) 1
 JC1600  NAD 27      -  38 36 13.89100(N)    090 16 44.03300(W) AD(       ) 1
 JC1600
 JC1600.Superseded values are not recommended for survey control.
 JC1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1600.See file dsdata.txt to determine how the superseded data were derived.
 JC1600
 JC1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3694376335(NAD 83)
 JC1600_MARKER: 86 = CUPOLA
 JC1600
 JC1600  HISTORY     - Date     Condition        Report By
 JC1600  HISTORY     - 1871     FIRST OBSERVED   CGS
 JC1600  HISTORY     - 20060922 GOOD             GEOCAC
 JC1600
 JC1600                          STATION DESCRIPTION
 JC1600
 JC1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (REH)
 JC1600'THIS ASYLUM, KNOWN ALSO AS THE COUNTY LUNATIC ASYLUM, IS SITUATED
 JC1600'ON THE COUNTY FARM, WHICH FORMS PART OF A LARGER TRACT OF LAND
 JC1600'KNOWN AS GRATIOT LEAGUE SQUARE.  IT IS ABOUT 5 MILES IN A
 JC1600'SOUTHWESTERLY DIRECTION FROM THE COURTHOUSE AT ST. LOUIS AND
 JC1600'ABOUT 150 METERS SOUTH OF THE ARSENAL STREET ROAD AT A POINT
 JC1600'ABOUT ONE-HALF MILE WESTERLY FROM ITS INTERSECTION WITH THE KINGS
 JC1600'HIGHWAY.  THE STATION IS THE FINIAL OF THE CUPOLA OF THE
 JC1600'BUILDING.
 JC1600
 JC1600                          STATION RECOVERY (2006)
 JC1600
 JC1600'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 JC1600'GEOCAC FIRST RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1078 ***********************************************************************
 JD1078  DESIGNATION -  IONA
 JD1078  PID         -  JD1078
 JD1078  STATE/COUNTY-  MO/PETTIS
 JD1078  USGS QUAD   -  IONIA (1973)
 JD1078
 JD1078                         *CURRENT SURVEY CONTROL
 JD1078  ___________________________________________________________________
 JD1078* NAD 83(1997)-  38 32 15.34581(N)    093 22 18.89023(W)     ADJUSTED  
 JD1078* NAVD 88     -       293.322  (meters)     962.34   (feet)  ADJUSTED  
 JD1078  ___________________________________________________________________
 JD1078  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 JD1078  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1078  DYNAMIC HT  -         293.115 (meters)     961.66  (feet)  COMP
 JD1078  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 JD1078
 JD1078  HORZ ORDER  -  SECOND
 JD1078  VERT ORDER  -  SECOND    CLASS 0
 JD1078
 JD1078.The horizontal coordinates were established by classical geodetic methods
 JD1078.and adjusted by the National Geodetic Survey in February 2000..
 JD1078
 JD1078.The orthometric height was determined by differential leveling
 JD1078.and adjusted by the National Geodetic Survey in June 1991..
 JD1078
 JD1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1078
 JD1078.The geoid height was determined by GEOID03.
 JD1078
 JD1078.The dynamic height is computed by dividing the NAVD 88
 JD1078.geopotential number by the normal gravity value computed on the
 JD1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1078.degrees latitude (g = 980.6199 gals.).
 JD1078
 JD1078.The modeled gravity was interpolated from observed gravity values.
 JD1078
 JD1078;                    North         East     Units Scale Factor Converg.
 JD1078;SPC MO C     -   300,462.628   423,984.491   MT  1.00000447   -0 32 35.7
 JD1078;UTM  15      - 4,265,530.700   467,586.707   MT  0.99961294   -0 13 54.2
 JD1078
 JD1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1078!SPC MO C     -   0.99995910  x   1.00000447  =   0.99996357
 JD1078!UTM  15      -   0.99995910  x   0.99961294  =   0.99957206
 JD1078
 JD1078|---------------------------------------------------------------------|
 JD1078| PID    Reference Object                     Distance      Geod. Az  |
 JD1078|                                                           dddmmss.s |
 JD1078| JD1079 IONA RM 1                             7.410 METERS 10645     |
 JD1078| JD2699 IMMANUEL EVAN LUTHERAN CHURCH       APPROX. 9.7 KM 1793326.9 |
 JD1078| JD1077 IONA RM 2                             4.102 METERS 24640     |
 JD1078| JD2766 WINDSOR MUNICIPAL TANK              APPROX.13.0 KM 2672432.5 |
 JD1078| JD1076 IONA AZ MK                                         2733538.6 |
 JD1078|---------------------------------------------------------------------|
 JD1078
 JD1078                          SUPERSEDED SURVEY CONTROL
 JD1078
 JD1078  NAD 83(1997)-  38 32 15.35069(N)    093 22 18.88989(W) AD(       ) 2
 JD1078  NAD 83(1986)-  38 32 15.35503(N)    093 22 18.88984(W) AD(       ) 2
 JD1078  NAD 27      -  38 32 15.28751(N)    093 22 18.14305(W) AD(       ) 2
 JD1078  NGVD 29 (??/??/92)  293.205  (m)          961.96   (f) ADJ UNCH    2 0
 JD1078
 JD1078.Superseded values are not recommended for survey control.
 JD1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1078.See file dsdata.txt to determine how the superseded data were derived.
 JD1078
 JD1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC6758765531(NAD 83)
 JD1078_MARKER: DS = TRIANGULATION STATION DISK
 JD1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1078_STAMPING: IONA 1948
 JD1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1078+STABILITY: SURFACE MOTION
 JD1078
 JD1078  HISTORY     - Date     Condition        Report By
 JD1078  HISTORY     - 1948     MONUMENTED       CGS
 JD1078  HISTORY     - 1963     GOOD             CGS
 JD1078  HISTORY     - 1963     GOOD             NGS
 JD1078
 JD1078                          STATION DESCRIPTION
 JD1078
 JD1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD1078'THE STATION IS LOCATED ABOUT 8 MILES EAST OF WINDSOR, ON THE
 JD1078'RIGHT-OF-WAY AND 31.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 JD1078'52, 10.5 FEET NORTHWEST OF THE WEST END OF A WIRE GATE, 7 FEET
 JD1078'NORTH OF AN EAST-WEST FENCE LINE AND 7 FEET NORTH-NORTHEAST OF
 JD1078'A WITNESS POST.  IT IS STAMPED IONA 1948 AND IS FLUSH WITH THE
 JD1078'GROUND.
 JD1078'
 JD1078'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF THE CENTER OF STATE
 JD1078'HIGHWAY 52, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 3 FEET
 JD1078'NORTHEAST OF THE EAST END OF A WIRE GATE.  IT IS STAMPED IONA
 JD1078'NO 1 1948 AND PROJECTS 4 INCHES.
 JD1078'
 JD1078'REFERENCE MARK NO. 2 IS 37 FEET SOUTH OF THE CENTER OF STATE
 JD1078'HIGHWAY 52, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 20 FEET
 JD1078'WEST OF THE WEST END OF A WIRE GATE.  IT IS STAMPED IONA NO 2
 JD1078'1948 AND PROJECTS 4 INCHES.
 JD1078'
 JD1078'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF A CULTIVATED FIELD, 28
 JD1078'FEET NORTH OF THE CENTER OF STATE HIGHWAY 52 AND 3 FEET EAST OF
 JD1078'A WITNESS POST.  IT IS STAMPED IONA 1948 AND PROJECTS 3 INCHES.
 JD1078'
 JD1078'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 2
 JD1078'AND 52 IN WINDSOR, GO NORTHEASTERLY ON STATE HIGHWAY 52 FOR
 JD1078'7.65 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JD1078'CONTINUE EAST ON STATE HIGHWAY 52 FOR 0.55 MILE TO THE STATION ON
 JD1078'THE RIGHT AS DESCRIBED.  IT IS ACROSS THE ROAD FROM A FARM HOUSE.
 JD1078'
 JD1078'AN 87 FOOT SIGNAL AT STATION MORA IS VISIBLE AT 4 FEET.
 JD1078'
 JD1078'A 74 FOOT SIGNAL AT STATION SANTIAGO IS VISIBLE AT 4 FEET.
 JD1078'
 JD1078'A 74 FOOT SIGNAL AT STATION WINDSOR IS VISIBLE AT 4 FEET.
 JD1078
 JD1078                          STATION RECOVERY (1963)
 JD1078
 JD1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD1078'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 JD1078'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JD1078'CONDITION.  THE HORIZONTAL DISTANCE TO REFERENCE MARK NO. 2 WAS
 JD1078'FOUND IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 JD1078'
 JD1078'THE STATION IS LOCATED 8 MILES EAST-NORTHEAST OF WINDSOR, 6
 JD1078'MILES SOUTHEAST OF GREEN RIDGE AND 4 MILES NORTHWEST OF IONIA,
 JD1078'ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 52.
 JD1078'
 JD1078'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 JD1078'52 IN WINDSOR, GO EAST ON STATE HIGHWAY 52 FOR 7.95 MILES
 JD1078'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT
 JD1078'AHEAD AND GO EAST ON STATE HIGHWAY 52 FOR 0.5 MILE TO THE MARK
 JD1078'ON THE RIGHT AS DESCRIBED OPPOSITE A FARM HOME.
 JD1078'
 JD1078'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JD1078'SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS STAMPED
 JD1078'IONA 1948.  IT IS 32.4 FEET SOUTH OF THE CENTER OF STATE
 JD1078'HIGHWAY 52, 14 FEET WEST OF THE CENTER OF A TRACK ROAD AND 6.8
 JD1078'FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 JD1078'
 JD1078'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 JD1078'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 JD1078'AND IS STAMPED IONA NO 1 1948.  IT IS 38.5 FEET SOUTH OF THE
 JD1078'CENTER OF STATE HIGHWAY 52, 26.6 FEET EAST OF A METAL WITNESS
 JD1078'POST AND 10 FEET EAST OF THE CENTER OF A TRACK ROAD.  NOTE- 11A.
 JD1078'
 JD1078'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 JD1078'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND
 JD1078'IS STAMPED IONA NO 2 1948.  IT IS 38.3 FEET SOUTH OF THE CENTER
 JD1078'OF STATE HIGHWAY 52, 9.3 FEET WEST OF A METAL WITNESS POST
 JD1078'AND 9 FEET EAST OF A RIGHT-OF-WAY MARKER.
 JD1078'
 JD1078'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 JD1078'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS STAMPED
 JD1078'IONA 1948.  IT IS 39 FEET WEST-SOUTHWEST OF A POWER POLE, 29
 JD1078'FEET NORTH OF THE CENTER OF STATE HIGHWAY 52 AND 1.1 FEET
 JD1078'SOUTH OF A METAL WITNESS POST.
 JD1078
 JD1078                          STATION RECOVERY (1963)
 JD1078
 JD1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1078'3 MI SW FROM MANILA.
 JD1078'ABOUT 1.1 MILES SOUTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1078'CHURCH AT MANILA, THENCE 2.05 MILES WEST ALONG STATE HIGHWAY 52,
 JD1078'IN SECTION 32, T 44 N, R 22 W, 32 FEET SOUTH OF THE CENTER
 JD1078'LINE OF THE HIGHWAY, 14 FEET WEST OF THE CENTER LINE OF A FIELD
 JD1078'ENTRANCE, 6.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 JD1078'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JD1078'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1076 ***********************************************************************
 JD1076  DESIGNATION -  IONA AZ MK
 JD1076  PID         -  JD1076
 JD1076  STATE/COUNTY-  MO/PETTIS
 JD1076  USGS QUAD   -  IONIA (1973)
 JD1076
 JD1076                         *CURRENT SURVEY CONTROL
 JD1076  ___________________________________________________________________
 JD1076* NAD 83(1986)-  38 32 15.     (N)    093 22 22.     (W)     SCALED    
 JD1076* NAVD 88     -       286.342  (meters)     939.44   (feet)  ADJUSTED  
 JD1076  ___________________________________________________________________
 JD1076  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1076  DYNAMIC HT  -         286.140 (meters)     938.78  (feet)  COMP
 JD1076  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 JD1076
 JD1076  VERT ORDER  -  SECOND    CLASS 0
 JD1076
 JD1076.The horizontal coordinates were scaled from a topographic map and have
 JD1076.an estimated accuracy of +/- 6 seconds.
 JD1076
 JD1076.The orthometric height was determined by differential leveling
 JD1076.and adjusted by the National Geodetic Survey in June 1991..
 JD1076
 JD1076.The geoid height was determined by GEOID03.
 JD1076
 JD1076.The dynamic height is computed by dividing the NAVD 88
 JD1076.geopotential number by the normal gravity value computed on the
 JD1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1076.degrees latitude (g = 980.6199 gals.).
 JD1076
 JD1076.The modeled gravity was interpolated from observed gravity values.
 JD1076
 JD1076;                    North         East    Units  Estimated Accuracy
 JD1076;SPC MO C     -   300,450.      423,910.      MT  (+/- 180 meters Scaled)
 JD1076
 JD1076                          SUPERSEDED SURVEY CONTROL
 JD1076
 JD1076  NGVD 29 (??/??/92)  286.22   (m)          939.0    (f) COMPUTED    2 0
 JD1076
 JD1076.Superseded values are not recommended for survey control.
 JD1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1076.See file dsdata.txt to determine how the superseded data were derived.
 JD1076
 JD1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC675655(NAD 83)
 JD1076_MARKER: DZ = AZIMUTH MARK DISK
 JD1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1076_STAMPING: IONA 1948
 JD1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1076+STABILITY: SURFACE MOTION
 JD1076
 JD1076  HISTORY     - Date     Condition        Report By
 JD1076  HISTORY     - 1948     MONUMENTED       CGS
 JD1076  HISTORY     - 1963     GOOD             NGS
 JD1076
 JD1076                          STATION DESCRIPTION
 JD1076
 JD1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1076'3.7 MI SW FROM MANILA.
 JD1076'ABOUT 1.1 MILES SOUTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1076'CHURCH AT MANILA, THENCE 2.6 MILES WEST ALONG STATE HIGHWAY 52,
 JD1076'IN SECTION 32, T 44 N, R 22 W, ABOUT 300 FEET EAST OF A ROAD
 JD1076'JUNCTION, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 38
 JD1076'FEET WEST OF A POWER POLE, 1.2 FEET SOUTH OF A METAL WITNESS
 JD1076'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD1076'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1079 ***********************************************************************
 JD1079  DESIGNATION -  IONA RM 1
 JD1079  PID         -  JD1079
 JD1079  STATE/COUNTY-  MO/PETTIS
 JD1079  USGS QUAD   -  IONIA (1973)
 JD1079
 JD1079                         *CURRENT SURVEY CONTROL
 JD1079  ___________________________________________________________________
 JD1079* NAD 83(1986)-  38 32 15.     (N)    093 22 19.     (W)     SCALED    
 JD1079* NAVD 88     -       293.395  (meters)     962.58   (feet)  ADJUSTED  
 JD1079  ___________________________________________________________________
 JD1079  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1079  DYNAMIC HT  -         293.188 (meters)     961.90  (feet)  COMP
 JD1079  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 JD1079
 JD1079  VERT ORDER  -  SECOND    CLASS 0
 JD1079
 JD1079.The horizontal coordinates were scaled from a topographic map and have
 JD1079.an estimated accuracy of +/- 6 seconds.
 JD1079
 JD1079.The orthometric height was determined by differential leveling
 JD1079.and adjusted by the National Geodetic Survey in June 1991..
 JD1079
 JD1079.The geoid height was determined by GEOID03.
 JD1079
 JD1079.The dynamic height is computed by dividing the NAVD 88
 JD1079.geopotential number by the normal gravity value computed on the
 JD1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1079.degrees latitude (g = 980.6199 gals.).
 JD1079
 JD1079.The modeled gravity was interpolated from observed gravity values.
 JD1079
 JD1079;                    North         East    Units  Estimated Accuracy
 JD1079;SPC MO C     -   300,450.      423,980.      MT  (+/- 180 meters Scaled)
 JD1079
 JD1079                          SUPERSEDED SURVEY CONTROL
 JD1079
 JD1079  NGVD 29 (??/??/92)  293.28   (m)          962.2    (f) COMPUTED    2 0
 JD1079
 JD1079.Superseded values are not recommended for survey control.
 JD1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1079.See file dsdata.txt to determine how the superseded data were derived.
 JD1079
 JD1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC675655(NAD 83)
 JD1079_MARKER: DR = REFERENCE MARK DISK
 JD1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1079_STAMPING: IONA NO 1 1948
 JD1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1079+STABILITY: SURFACE MOTION
 JD1079
 JD1079  HISTORY     - Date     Condition        Report By
 JD1079  HISTORY     - 1948     MONUMENTED       CGS
 JD1079  HISTORY     - 1963     GOOD             NGS
 JD1079
 JD1079                          STATION DESCRIPTION
 JD1079
 JD1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1079'3 MI SW FROM MANILA.
 JD1079'ABOUT 1.1 MILES SOUTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1079'CHURCH AT MANILA, THENCE 2.05 MILES WEST ALONG STATE HIGHWAY 52,
 JD1079'IN SECTION 32, T 44 N, R 22 W, 39 FEET SOUTH OF THE CENTER
 JD1079'LINE OF THE HIGHWAY, 24.3 FEET SOUTHEAST OF IONA 1948, 9 FEET
 JD1079'EAST OF A FIELD ENTRANCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 JD1079'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1077 ***********************************************************************
 JD1077  DESIGNATION -  IONA RM 2
 JD1077  PID         -  JD1077
 JD1077  STATE/COUNTY-  MO/PETTIS
 JD1077  USGS QUAD   -  IONIA (1973)
 JD1077
 JD1077                         *CURRENT SURVEY CONTROL
 JD1077  ___________________________________________________________________
 JD1077* NAD 83(1986)-  38 32 15.     (N)    093 22 19.     (W)     SCALED    
 JD1077* NAVD 88     -       293.341  (meters)     962.40   (feet)  ADJUSTED  
 JD1077  ___________________________________________________________________
 JD1077  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1077  DYNAMIC HT  -         293.134 (meters)     961.72  (feet)  COMP
 JD1077  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 JD1077
 JD1077  VERT ORDER  -  SECOND    CLASS 0
 JD1077
 JD1077.The horizontal coordinates were scaled from a topographic map and have
 JD1077.an estimated accuracy of +/- 6 seconds.
 JD1077
 JD1077.The orthometric height was determined by differential leveling
 JD1077.and adjusted by the National Geodetic Survey in June 1991..
 JD1077
 JD1077.The geoid height was determined by GEOID03.
 JD1077
 JD1077.The dynamic height is computed by dividing the NAVD 88
 JD1077.geopotential number by the normal gravity value computed on the
 JD1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1077.degrees latitude (g = 980.6199 gals.).
 JD1077
 JD1077.The modeled gravity was interpolated from observed gravity values.
 JD1077
 JD1077;                    North         East    Units  Estimated Accuracy
 JD1077;SPC MO C     -   300,450.      423,980.      MT  (+/- 180 meters Scaled)
 JD1077
 JD1077                          SUPERSEDED SURVEY CONTROL
 JD1077
 JD1077  NGVD 29 (??/??/92)  293.22   (m)          962.0    (f) COMPUTED    2 0
 JD1077
 JD1077.Superseded values are not recommended for survey control.
 JD1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1077.See file dsdata.txt to determine how the superseded data were derived.
 JD1077
 JD1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC675655(NAD 83)
 JD1077_MARKER: DR = REFERENCE MARK DISK
 JD1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1077_STAMPING: IONA NO 2 1948
 JD1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1077+STABILITY: SURFACE MOTION
 JD1077
 JD1077  HISTORY     - Date     Condition        Report By
 JD1077  HISTORY     - 1948     MONUMENTED       CGS
 JD1077  HISTORY     - 1963     GOOD             NGS
 JD1077
 JD1077                          STATION DESCRIPTION
 JD1077
 JD1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1077'3 MI SW FROM MANILA.
 JD1077'ABOUT 1.1 MILES SOUTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1077'CHURCH AT MANILA, THENCE 2.05 MILES WEST ALONG STATE HIGHWAY 52,
 JD1077'IN SECTION 32, T 44 N, R 22 W, 39 FEET SOUTH OF THE CENTER
 JD1077'LINE OF THE HIGHWAY, 26 FEET WEST OF THE CENTER LINE OF A FIELD
 JD1077'ENTRANCE, 12 FEET SOUTHWEST OF IONA 1948, 9.0 FEET WEST OF A
 JD1077'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 JD1077'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI4963 ***********************************************************************
 AI4963  SACS        -  This is a Secondary Airport Control Station.
 AI4963  DESIGNATION -  IRK D
 AI4963  PID         -  AI4963
 AI4963  STATE/COUNTY-  MO/ADAIR
 AI4963  USGS QUAD   -  MILLARD (1979)
 AI4963
 AI4963                         *CURRENT SURVEY CONTROL
 AI4963  ___________________________________________________________________
 AI4963* NAD 83(1997)-  40 05 26.51756(N)    092 32 41.32191(W)     ADJUSTED  
 AI4963* NAVD 88     -       293.59   (meters)     963.2    (feet)  GPS OBS   
 AI4963  ___________________________________________________________________
 AI4963  X           -    -216,961.024 (meters)                     COMP
 AI4963  Y           -  -4,881,609.084 (meters)                     COMP
 AI4963  Z           -   4,085,863.514 (meters)                     COMP
 AI4963  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AI4963  ELLIP HEIGHT-         261.42  (meters)          (04/24/00) GPS OBS
 AI4963  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 AI4963
 AI4963  HORZ ORDER  -  FIRST
 AI4963  ELLP ORDER  -  THIRD     CLASS I
 AI4963
 AI4963.This mark is at Kirksville Regional Airport (IRK)
 AI4963
 AI4963.The horizontal coordinates were established by GPS observations
 AI4963.and adjusted by the National Geodetic Survey in April 2000..
 AI4963
 AI4963.The orthometric height was determined by GPS observations and a
 AI4963.high-resolution geoid model.
 AI4963
 AI4963.GPS derived orthometric heights for airport stations designated as
 AI4963.PACS or SACS are published to 2 decimal places.  This maintains
 AI4963.centimeter relative accuracy between the PACS and SACS.  It does
 AI4963.not indicate centimeter accuracy relative to other marks which are
 AI4963.part of the NAVD 88 network.
 AI4963
 AI4963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4963
 AI4963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4963
 AI4963.The ellipsoidal height was determined by GPS observations
 AI4963.and is referenced to NAD 83.
 AI4963
 AI4963.The geoid height was determined by GEOID03.
 AI4963
 AI4963;                    North         East     Units Scale Factor Converg.
 AI4963;SPC MO C     -   472,519.573   496,178.683   MT  0.99993351   -0 01 43.9
 AI4963;UTM  15      - 4,437,923.301   538,803.356   MT  0.99961854   +0 17 35.3
 AI4963
 AI4963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4963!SPC MO C     -   0.99995899  x   0.99993351  =   0.99989250
 AI4963!UTM  15      -   0.99995899  x   0.99961854  =   0.99957755
 AI4963
 AI4963                          SUPERSEDED SURVEY CONTROL
 AI4963
 AI4963.No superseded survey control is available for this station.
 AI4963
 AI4963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE3880337923(NAD 83)
 AI4963_MARKER: DD = SURVEY DISK
 AI4963_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI4963_SP_SET: DRAIN
 AI4963_STAMPING: IRK D 1999
 AI4963_MARK LOGO: NGS   
 AI4963_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4963+STABILITY: SURFACE MOTION
 AI4963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4963+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2000
 AI4963
 AI4963  HISTORY     - Date     Condition        Report By
 AI4963  HISTORY     - 1999     MONUMENTED       NGS
 AI4963  HISTORY     - 20000906 GOOD             NGS
 AI4963
 AI4963                          STATION DESCRIPTION
 AI4963
 AI4963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI4963'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF KIRKSVILLE AT THE
 AI4963'KIRKSVILLE REGIONAL AIRPORT, NEAR THE CENTER OF THE WEST SIDE OF THE
 AI4963'AIRFIELD, AND NEAR THE CENTER OF THE CLOSED TURN AROUND FOR THE OLD
 AI4963'RUNWAY END.  OWNERSHIP--CITY OF KIRKSVILE, 201 SOUTH FRANKLIN,
 AI4963'KIRKSVILLE, MO 63501.  AIRPORT DIRECTOR IS SCOTT MEREDITH.  PHONE
 AI4963'660-627-1480 OR 1485.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS
 AI4963'STATION AND FOR ACCESS ONTO THE AIRFIELD.  TO REACH FROM THE JUNCTION
 AI4963'OF U.S.  HIGHWAY 63, BUSINESS HIGHWAY 63, AND STATE HIGHWAYS 11 AND 6
 AI4963'ABOUT 2 KM (1.25 MI) SOUTH OF KIRKSVILLE, GO SOUTH ON HIGHWAY 63 FOR
 AI4963'7.08 KM (4.40 MI) TO THE JUNCTION OF STATE HIGHWAY KK ON THE LEFT IN
 AI4963'THE SMALL TOWN OF MILLARD.  CONTINUE AHEAD, SOUTHEAST, ON HIGHWAY 63
 AI4963'FOR 0.64 KM (0.40 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTHERLY,
 AI4963'ON COUNTY ROAD 359C FOR 1.13 KM (0.70 MI) TO THE TERMINAL ON THE RIGHT
 AI4963'AND A GATE AHEAD.  CONTINUE SOUTH, PASSING THROUGH THE GATE FOR 0.12
 AI4963'KM (0.05 MI) TO A TAXI AND THE APRON ON THE RIGHT.  TURN RIGHT, WEST,
 AI4963'THEN SOUTHWEST, ON THE TAXI, ACROSS THE APRON AND ALONG TAXI C FOR 0.2
 AI4963'KM (0.10 MI) TO THE JUNCTION OF THE PARALLEL TAXI (TAXI A) . TURN
 AI4963'LEFT, SOUTH, ALONG TAXI A FOR 0.24 KM (0.15 MI) TO CONNECTOR TAXI D ON
 AI4963'THE RIGHT.  TURN RIGHT, WEST, ALONG THE TAXI CROSSING THE RUNWAY FOR
 AI4963'0.16 KM (0.10 MI) TO THE WEST SIDE OF THE RUNWAY.  TURN RIGHT, NORTH,
 AI4963'ALONG THE RUNWAY FOR 0.24 KM (0.15 MI) TO THE OLD TURN AROUND AND THE
 AI4963'STATION AS DESCRIBED.  THE STATION IS A 1 INCH DIAMETER SURVEY DISK
 AI4963'SET IN THE TOP OF A 1.3 M (4.3 FT) ROUND CONCRETE DRAIN SET FLUSH WITH
 AI4963'THE GROUND.  IT IS 42.5 M (139.4 FT) WEST OF THE RUNWAY CENTER, 27.5 M
 AI4963'(90.2 FT) WEST OF THE WEST EDGE OF THE RUNWAY, 34.5 M (113.2 FT)
 AI4963'SOUTHWEST OF THE NORTH 1 OF 2 RUNWAY LIGHTS IN THE TURN AROUND, 32.3 M
 AI4963'(106.0 FT) NORTHWEST OF THE SOUTH 1 OF 2 RUNWAY LIGHTS, AND 0.5 M (1.6
 AI4963'FT) NORTH OF THE CENTER OF THE DRAIN.  NOTE--THIS IS A SECONDARY
 AI4963'AIRPORT CONTROL STATION (SACS) .
 AI4963
 AI4963                          STATION RECOVERY (2000)
 AI4963
 AI4963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 AI4963'RECOVERED AS DESCIBED.  THIS IS A SECONDARY AIRPORT CONTROL
 AI4963'STATION.
 AI4963'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI4964 ***********************************************************************
 AI4964  SACS        -  This is a Secondary Airport Control Station.
 AI4964  DESIGNATION -  IRK E
 AI4964  PID         -  AI4964
 AI4964  STATE/COUNTY-  MO/ADAIR
 AI4964  USGS QUAD   -  MILLARD (1979)
 AI4964
 AI4964                         *CURRENT SURVEY CONTROL
 AI4964  ___________________________________________________________________
 AI4964* NAD 83(1997)-  40 05 03.91941(N)    092 32 36.57871(W)     ADJUSTED  
 AI4964* NAVD 88     -       292.65   (meters)     960.1    (feet)  GPS OBS   
 AI4964  ___________________________________________________________________
 AI4964  X           -    -216,868.655 (meters)                     COMP
 AI4964  Y           -  -4,882,061.771 (meters)                     COMP
 AI4964  Z           -   4,085,329.636 (meters)                     COMP
 AI4964  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AI4964  ELLIP HEIGHT-         260.48  (meters)          (04/24/00) GPS OBS
 AI4964  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 AI4964
 AI4964  HORZ ORDER  -  FIRST
 AI4964  ELLP ORDER  -  THIRD     CLASS I
 AI4964
 AI4964.This mark is at Kirksville Regional Airport (IRK)
 AI4964
 AI4964.The horizontal coordinates were established by GPS observations
 AI4964.and adjusted by the National Geodetic Survey in April 2000..
 AI4964
 AI4964.The orthometric height was determined by GPS observations and a
 AI4964.high-resolution geoid model.
 AI4964
 AI4964.GPS derived orthometric heights for airport stations designated as
 AI4964.PACS or SACS are published to 2 decimal places.  This maintains
 AI4964.centimeter relative accuracy between the PACS and SACS.  It does
 AI4964.not indicate centimeter accuracy relative to other marks which are
 AI4964.part of the NAVD 88 network.
 AI4964
 AI4964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4964
 AI4964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4964
 AI4964.The ellipsoidal height was determined by GPS observations
 AI4964.and is referenced to NAD 83.
 AI4964
 AI4964.The geoid height was determined by GEOID03.
 AI4964
 AI4964;                    North         East     Units Scale Factor Converg.
 AI4964;SPC MO C     -   471,822.560   496,290.697   MT  0.99993350   -0 01 40.8
 AI4964;UTM  15      - 4,437,227.147   538,919.248   MT  0.99961865   +0 17 38.2
 AI4964
 AI4964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4964!SPC MO C     -   0.99995914  x   0.99993350  =   0.99989264
 AI4964!UTM  15      -   0.99995914  x   0.99961865  =   0.99957780
 AI4964
 AI4964                          SUPERSEDED SURVEY CONTROL
 AI4964
 AI4964.No superseded survey control is available for this station.
 AI4964
 AI4964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE3891937227(NAD 83)
 AI4964_MARKER: DH = HORIZONTAL CONTROL DISK
 AI4964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4964_STAMPING: IRK E 1999
 AI4964_MARK LOGO: NGS   
 AI4964_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4964+STABILITY: SURFACE MOTION
 AI4964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4964+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2000
 AI4964
 AI4964  HISTORY     - Date     Condition        Report By
 AI4964  HISTORY     - 1999     MONUMENTED       NGS
 AI4964  HISTORY     - 20000906 GOOD             NGS
 AI4964
 AI4964                          STATION DESCRIPTION
 AI4964
 AI4964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI4964'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF KIRKSVILLE AT THE
 AI4964'KIRKSVILLE REGIONAL AIRPORT, NEAR THE SOUTH END OF THE GRASS MEDIAN
 AI4964'BETWEEN THE RUNWAY AND PARALLEL TAXI, ALONG THE NORTH SIDE OF THE
 AI4964'CONNECTOR TAXI TO RUNWAY END 36, AND ON THE EXTENDED CENTER OF THE
 AI4964'STOP LINE.  OWNERSHIP--CITY OF KIRKSVILE, 201 SOUTH FRANKLIN,
 AI4964'KIRKSVILLE, MO 63501.  AIRPORT DIRECTOR IS SCOTT MEREDITH.  PHONE
 AI4964'660-627-1480 OR 1485.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS
 AI4964'STATION AND FOR ACCESS ONTO THE AIRFIELD.  TO REACH FROM THE JUNCTION
 AI4964'OF U.S.  HIGHWAY 63, BUSINESS HIGHWAY 63, AND STATE HIGHWAYS 11 AND 6
 AI4964'ABOUT 2 KM (1.25 MI) SOUTH OF KIRKSVILLE, GO SOUTH ON HIGHWAY 63 FOR
 AI4964'7.08 KM (4.40 MI) TO THE JUNCTION OF STATE HIGHWAY KK ON THE LEFT IN
 AI4964'THE SMALL TOWN OF MILLARD.  CONTINUE AHEAD, SOUTHEAST, ON HIGHWAY 63
 AI4964'FOR 0.64 KM (0.40 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTHERLY,
 AI4964'ON COUNTY ROAD 359C FOR 1.13 KM (0.70 MI) TO THE TERMINAL ON THE RIGHT
 AI4964'AND A GATE AHEAD.  CONTINUE SOUTH, PASSING THROUGH THE GATE FOR 0.12
 AI4964'KM (0.05 MI) TO A TAXI AND THE APRON ON THE RIGHT.  TURN RIGHT, WEST,
 AI4964'THEN SOUTHWEST, ON THE TAXI, ACROSS THE APRON AND ALONG TAXI C FOR 0.2
 AI4964'KM (0.10 MI) TO THE JUNCTION OF THE PARALLEL TAXI (TAXI A) . TURN
 AI4964'LEFT, SOUTH, ALONG TAXI A FOR 0.75 KM (0.45 MI) TO THE STATION ON THE
 AI4964'RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST
 AI4964'RECESSED 5 CM BELOW THE GROUND.  IT IS 75.6 M (248.0 FT) EAST OF THE
 AI4964'RUNWAY CENTER, 45.6 M (149.6 FT) EAST OF THE PARALLEL TAXI CENTER,
 AI4964'14.3 M (46.9 FT) NORTH OF THE CONNECTOR TAXI CENTER AT THE STOP LINE,
 AI4964'AND 8.9 M (29.2 FT) NORTH OF THE NORTH EDGE OF THE TAXI.  NOTE--THIS
 AI4964'IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AI4964
 AI4964                          STATION RECOVERY (2000)
 AI4964
 AI4964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 AI4964'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL
 AI4964'STATION.
 AI4964'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0770 ***********************************************************************
 GF0770  DESIGNATION -  IRMA
 GF0770  PID         -  GF0770
 GF0770  STATE/COUNTY-  MO/TANEY
 GF0770  USGS QUAD   -  GARBER (1989)
 GF0770
 GF0770                         *CURRENT SURVEY CONTROL
 GF0770  ___________________________________________________________________
 GF0770* NAD 83(1997)-  36 44 37.56585(N)    093 16 57.09798(W)     ADJUSTED  
 GF0770* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 GF0770  ___________________________________________________________________
 GF0770  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 GF0770  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GF0770
 GF0770  HORZ ORDER  -  FIRST
 GF0770
 GF0770.The horizontal coordinates were established by classical geodetic methods
 GF0770.and adjusted by the National Geodetic Survey in February 2000..
 GF0770
 GF0770.The orthometric height was scaled from a topographic map.
 GF0770
 GF0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0770
 GF0770.The geoid height was determined by GEOID03.
 GF0770
 GF0770;                    North         East     Units Scale Factor Converg.
 GF0770;SPC MO C     -   101,304.604   430,116.953   MT  0.99999348   -0 28 05.4
 GF0770;SPC AR N     -   268,187.671   285,445.294   MT  1.00014085   -0 44 46.7
 GF0770;SPC AR N     -   879,879.05    936,498.44   sFT  1.00014085   -0 44 46.7
 GF0770;UTM  15      - 4,066,485.570   474,777.711   MT  0.99960784   -0 10 08.5
 GF0770
 GF0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0770!SPC MO C     -   0.99993780  x   0.99999348  =   0.99993128
 GF0770!SPC AR N     -   0.99993780  x   1.00014085  =   1.00007864
 GF0770!UTM  15      -   0.99993780  x   0.99960784  =   0.99954567
 GF0770
 GF0770|---------------------------------------------------------------------|
 GF0770| PID    Reference Object                     Distance      Geod. Az  |
 GF0770|                                                           dddmmss.s |
 GF0770| CI1745 IRMA RM 3                            27.621 METERS 00301     |
 GF0770| CI1743 IRMA RM 1 AZIMUTH                                  01857     |
 GF0770| GF0760 BRANSON RADIO STA KAO 241 MAST      APPROX.15.2 KM 1652947.2 |
 GF0770| CI1744 IRMA RM 2                            43.269 METERS 25113     |
 GF0770| GF0769 REEDS SPRING LOOKOUT TOWER          APPROX. 5.4 KM 2711854.2 |
 GF0770|---------------------------------------------------------------------|
 GF0770
 GF0770                          SUPERSEDED SURVEY CONTROL
 GF0770
 GF0770  NAD 83(1997)-  36 44 37.56668(N)    093 16 57.09733(W) AD(       ) 1
 GF0770  NAD 83(1997)-  36 44 37.57062(N)    093 16 57.09789(W) AD(       ) 1
 GF0770  NAD 83(1997)-  36 44 37.57608(N)    093 16 57.09397(W) AD(       ) 1
 GF0770  NAD 83(1986)-  36 44 37.57629(N)    093 16 57.09403(W) AD(       ) 1
 GF0770  NAD 27      -  36 44 37.35900(N)    093 16 56.43500(W) AD(       ) 1
 GF0770
 GF0770.Superseded values are not recommended for survey control.
 GF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0770.See file dsdata.txt to determine how the superseded data were derived.
 GF0770
 GF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7477866486(NAD 83)
 GF0770_MARKER: DS = TRIANGULATION STATION DISK
 GF0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0770+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 GF0770
 GF0770  HISTORY     - Date     Condition        Report By
 GF0770  HISTORY     - 1928     MONUMENTED       CGS
 GF0770  HISTORY     - 1954     GOOD             CGS
 GF0770  HISTORY     - 1961     GOOD             CGS
 GF0770  HISTORY     - 1982     GOOD             MOHC
 GF0770  HISTORY     - 20060417 GOOD             GEOCAC
 GF0770
 GF0770                          STATION DESCRIPTION
 GF0770
 GF0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GF0770'ABOUT 7 MILES DIRECT OR 10 MILES BY ROAD NORTHWEST OF BRANSON,
 GF0770'ABOUT 300 METERS (984 FEET) SOUTHWEST OF HIGHWAY GARAGE AT
 GF0770'JUNCTION OF UNITED STATES HIGHWAYS 65 AND 76, ABOUT 275 METERS
 GF0770'(902 FEET) SOUTH OF HIGHWAY 65, ON BACKBONE OF HILL, ON SOUTH
 GF0770'SIDE OF ROCKY FIELD, 5 METERS (16 FEET) NORTH OF NORTH EDGE
 GF0770'OF TIMBER TRACT, AND 10.7 METERS (35 FEET) EAST OF CENTER
 GF0770'LINE OF NEIGHBORHOOD ROAD.  SURFACE AND UNDERGROUND MARKS ARE
 GF0770'STANDARD DISK STATION MARKS IN CONCRETE.  UPPER MARK PROJECTS
 GF0770'ABOUT 6 INCHES.  LOWER MARK IS ABOUT 5 FEET BELOW SURFACE OF
 GF0770'GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 GF0770'CONCRETE.  NO. 1 IS ABOUT 100 METERS (328
 GF0770'FEET) EAST OF GATE ON SOUTH SIDE OF UNITED STATES HIGHWAY
 GF0770'65, OPPOSITE STORE, ABOUT 33 METERS (108 FEET) WEST OF CONCRETE
 GF0770'RESERVOIR ON SOUTH SIDE OF HIGHWAY NEAR JUNCTION, 11 METERS
 GF0770'(36 FEET) SOUTH OF SOUTH FENCE LINE ALONG HIGHWAY, 0.6
 GF0770'METER (2 FEET) WEST OF ROW OF OLD FENCE POSTS, AND 265
 GF0770'METERS (869 FEET) (PACED DISTANCE) FROM STATION.
 GF0770'NO. 2 IS AT NORTHWEST
 GF0770'CORNER OF WOODLAND, ON SOUTHEAST EDGE OF CLEARED FIELD, 32
 GF0770'METERS (105 FEET) WEST OF ROAD WHERE IT ENTERS
 GF0770'WOODLAND, 1.4 METERS (5 FEET) NORTH OF NOTCHED 8-INCH DEAD
 GF0770'OAK, AND 43.30 METERS (142.1 FEET) FROM STATION.
 GF0770
 GF0770                          STATION RECOVERY (1954)
 GF0770
 GF0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0770'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 GF0770'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 GF0770'3 WAS SET AS REFERENCE MARK NO. 1 IS FAR ENOUGH DISTANT TO
 GF0770'BE USED AS AN AZIMUTH MARK.  DUE TO LOCAL CHANGES A COMPLETE
 GF0770'NEW DESCRIPTION FOLLOWS-
 GF0770'
 GF0770'THE STATION IS ABOUT 10 MILES NORTHWEST OF BRANSON, 5 MILES
 GF0770'WEST OF WALNUT SHADE, 0.2 MILE SOUTH OF THE JUNCTION OF U.S.
 GF0770'HIGHWAY 65 AND STATE HIGHWAY 76, 25 PACES WEST OF A GRAVELED
 GF0770'ROAD, 67 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD
 GF0770'ROCK FOUNDATION, 17 FEET NORTH-NORTHWEST OF A 4 IN X 4 IN
 GF0770'WITNESS POST, AND 3 FEET NORTH OF A TRACK ROAD.
 GF0770'
 GF0770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 GF0770'STATE HIGHWAY 76, (ABOUT 10 MILES NORTHWEST OF BRANSON)
 GF0770'GO SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A TRACK ROAD
 GF0770'ON THE RIGHT AND THE STATION MARK ON THE RIGHT AS DESCRIBED,
 GF0770'THE AZIMUTH MARK IS AT THE HIGHWAY JUNCTION.
 GF0770'
 GF0770'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GF0770'IRMA 1928.
 GF0770'
 GF0770'REFERENCE MARK NO. 1 (AZ. MK.) IS 36 FEET SOUTH OF THE CENTER-LINE
 GF0770'OF U.S. HIGHWAY 65, 108 FEET WEST OF A CONCRETE RESERVOIR, 58
 GF0770'PACES EAST OF THE GRAVELED ROAD, AND 30 FEET SOUTH OF A 4 IN
 GF0770'X 4 IN WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 GF0770'IS STAMPED IRMA NO 1 1928.
 GF0770'
 GF0770'REFERENCE MARK NO. 2 IS 10 FEET SOUTH OF THE TRACK ROAD.  THE
 GF0770'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED IRMA NO 2 1928.
 GF0770'
 GF0770'REFERENCE MARK NO. 3 IS 55 FEET WEST OF A FENCE CORNER AND
 GF0770'15 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES
 GF0770'AND THE DISK IS STAMPED IRMA NO 3 1928.
 GF0770
 GF0770                          STATION RECOVERY (1961)
 GF0770
 GF0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0770'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE FOUND IN
 GF0770'GOOD CONDITION.  THE 1928 DIRECTION TO REFERENCE MARK 1
 GF0770'CHECKED OUT THE 1954 DIRECTION DID NOT CHECK BY 14.1
 GF0770'SECONDS.  THE DIRECTION TO REFERENCE MARK 2 CHECKED BUT THE
 GF0770'DISTANCE WAS FOUND TO BE 0.08 FOOT SHORTER THAN PREVIOUSLY
 GF0770'MEASURED.  THE DIRECTION TO REFERENCE MARK 3 CHECKED BUT THE
 GF0770'DISTANCE WAS FOUND TO BE 0.04 FOOT SHORTER THAN PREVIOUSLY
 GF0770'MEASURED.
 GF0770'
 GF0770'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS-
 GF0770'
 GF0770'ABOUT 6-1/2 MILES NORTH AND 4 MILES WEST OF BRANSON, ABOUT
 GF0770'5 MILES WEST OF WALNUT SHADE, IN THE NORTHWEST 1/4 OF SEC. 35,
 GF0770'T. 24 N., R. 22 W., AND ON THE PROPERTY OF MR. ELMER CLEVENGER.
 GF0770'IT IS 82 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 68
 GF0770'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD ROCK FOUNDATION,
 GF0770'20 FEET NORTH OF A TWIN TRUNKED OAK TREE WITH A TRIANGULAR
 GF0770'BLAZE ON THE NORTH SIDE OF THE EAST TREE, 18 FEET NORTHWEST
 GF0770'OF A WHITE WITNESS POST AND 3 FEET NORTH OF THE CENTERLINE
 GF0770'OF A TRACK ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GF0770'IS STAMPED IRMA 1928.
 GF0770'
 GF0770'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 160 AND STATE
 GF0770'HIGHWAY 148 IN THE VILLAGE OF STUTTS, GO EASTERLY ON HIGHWAY
 GF0770'65 FOR 2.8 MILES TO THE STONE-TANEY COUNTY LINE.  CONTINUE
 GF0770'EASTERLY ON HIGHWAY 65 FOR 1.9 MILES TO THE JUNCTION WITH STATE
 GF0770'HIGHWAY 148, A SIDE ROAD RIGHT AND REFERENCE MARK 1 JUST
 GF0770'EAST OF THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON A
 GF0770'GRAVELED ROAD FOR 0.2 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT
 GF0770'AND GO WEST ON THE TRACK ROAD FOR ABOUT 100 FEET TO THE
 GF0770'STATION ON THE LEFT.
 GF0770'
 GF0770'REFERENCE MARK 1 IS 173 FEET EAST OF THE CENTERLINE OF THE
 GF0770'GRAVELED ROAD, 144 FEET WEST OF A POWER POLE WITH A TRANSFORMER,
 GF0770'71 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 65, 36 FEET SOUTH OF
 GF0770'A WIRE FENCE AND 34 FEET SOUTH OF A WITNESS POST.  THE MONUMENT
 GF0770'PROJECTS 2 INCHES AND THE DISK IS STAMPED IRMA NO 1 1928.
 GF0770'
 GF0770'REFERENCE MARK 2 IS 84 FEET WEST OF THE NORTHWEST CORNER OF
 GF0770'THE OLD ROCK FOUNDATION, AND 6 FEET SOUTH OF THE CENTERLINE
 GF0770'OF THE TRACK ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 GF0770'IS STAMPED IRMA NO 2 1928.
 GF0770'
 GF0770'REFERENCE MARK 3 IS 68 FEET WEST OF A FENCE CORNER AND 20
 GF0770'FEET SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 GF0770'AND THE DISK IS STAMPED IRMA NO 3 1928.
 GF0770'
 GF0770'NOTE- THE DIRECTION TO REFERENCE MARK 1 WAS DETERMINED BY PRECISE
 GF0770'METHODS.
 GF0770'
 GF0770'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GF0770
 GF0770                          STATION RECOVERY (1982)
 GF0770
 GF0770'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1982 (ADC)
 GF0770'STATION MARK IRMA 1961 RECOVERED IN GOOD CONDITION.  ONLY THE
 GF0770'TRIANGULATION STATION WAS SEARCHED FOR.
 GF0770
 GF0770                          STATION RECOVERY (2006)
 GF0770
 GF0770'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 GF0770'1ST GEOCAC STATION RECOVERY ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0885 ***********************************************************************
 HE0885  DESIGNATION -  IRWIN
 HE0885  PID         -  HE0885
 HE0885  STATE/COUNTY-  MO/BARTON
 HE0885  USGS QUAD   -  MILFORD (1962)
 HE0885
 HE0885                         *CURRENT SURVEY CONTROL
 HE0885  ___________________________________________________________________
 HE0885* NAD 83(1997)-  37 35 12.00292(N)    094 12 46.54186(W)     ADJUSTED  
 HE0885* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 HE0885  ___________________________________________________________________
 HE0885  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 HE0885  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HE0885
 HE0885  HORZ ORDER  -  FIRST
 HE0885
 HE0885.The horizontal coordinates were established by classical geodetic methods
 HE0885.and adjusted by the National Geodetic Survey in February 2000..
 HE0885
 HE0885.The orthometric height was scaled from a topographic map.
 HE0885
 HE0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0885
 HE0885.The geoid height was determined by GEOID03.
 HE0885
 HE0885;                    North         East     Units Scale Factor Converg.
 HE0885;SPC MO W     -   157,614.557   875,353.611   MT  0.99994909   +0 10 30.4
 HE0885;UTM  15      - 4,160,647.989   392,911.146   MT  0.99974126   -0 44 23.7
 HE0885
 HE0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0885!SPC MO W     -   0.99995696  x   0.99994909  =   0.99990605
 HE0885!UTM  15      -   0.99995696  x   0.99974126  =   0.99969823
 HE0885
 HE0885|---------------------------------------------------------------------|
 HE0885| PID    Reference Object                     Distance      Geod. Az  |
 HE0885|                                                           dddmmss.s |
 HE0885| CN6473 IRWIN RM 1                           25.255 METERS 01151     |
 HE0885| HD1379 LOCKWOOD MUNICIPAL TANK             APPROX.32.1 KM 1340127.5 |
 HE0885| HE0920 GOLDEN CITY MUNICIPAL TANK          APPROX.24.0 KM 1531432.3 |
 HE0885| HE0895 LAMAR MUNICIPAL STANDPIPE           APPROX.10.7 KM 2082037.8 |
 HE0885| HE0977 LAMAR CATHOLIC CHURCH SPIRE         APPROX.11.4 KM 2082345.4 |
 HE0885| CN6472 IRWIN AZ MK                                        2414726.4 |
 HE0885| HE1140 ARMA MUNICIPAL TANK                 APPROX.43.0 KM 2635603.2 |
 HE0885| HE1134 MULBERRY MUNICIPAL TANK             APPROX.36.7 KM 2642335.0 |
 HE0885| CN6474 IRWIN RM 2                           29.757 METERS 28013     |
 HE0885| HE0889 SHELDON TEX EMPIRE PLINE S TK       APPROX.12.6 KM 3264901.4 |
 HE0885| HE0912 NEVADA VERNON CO CTHSE DOME         APPROX.30.7 KM 3353444.0 |
 HE0885| HE0907 NEVADA CHRISTIAN CHURCH SPIRE       APPROX.30.5 KM 3354111.3 |
 HE0885| HE0911 NEVADA ST HOSP 3 TALL STACK         APPROX.33.2 KM 3365330.8 |
 HE0885| HE0909 NEVADA ST HOSP 3 WATER TANK         APPROX.33.1 KM 3365456.6 |
 HE0885|---------------------------------------------------------------------|
 HE0885
 HE0885                          SUPERSEDED SURVEY CONTROL
 HE0885
 HE0885  NAD 83(1997)-  37 35 12.00337(N)    094 12 46.54184(W) AD(       ) 1
 HE0885  NAD 83(1997)-  37 35 12.01209(N)    094 12 46.54166(W) AD(       ) 1
 HE0885  NAD 83(1986)-  37 35 12.01427(N)    094 12 46.53898(W) AD(       ) 1
 HE0885  NAD 27      -  37 35 11.85300(N)    094 12 45.72600(W) AD(       ) 1
 HE0885
 HE0885.Superseded values are not recommended for survey control.
 HE0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0885.See file dsdata.txt to determine how the superseded data were derived.
 HE0885
 HE0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB9291160648(NAD 83)
 HE0885_MARKER: DS = TRIANGULATION STATION DISK
 HE0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0885
 HE0885  HISTORY     - Date     Condition        Report By
 HE0885  HISTORY     - 1939     MONUMENTED       CGS
 HE0885  HISTORY     - 1960     GOOD             CGS
 HE0885
 HE0885                          STATION DESCRIPTION
 HE0885
 HE0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HE0885'ABOUT 3 MILES WEST OF MILFORD, 4 MILES EAST OF IRWIN, IN THE
 HE0885'SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SEC. 22, T. 33 N.,
 HE0885'R. 30 W., IN THE BARNYARD OF PROPERTY OWNED AND OCCUPIED BY
 HE0885'THOMAS COSTLEY.  STATION IS 49 FEET NORTH OF THE CENTER LINE OF
 HE0885'COUNTY HIGHWAY C, 17 FEET NORTH OF THE SOUTH BARNYARD FENCE,
 HE0885'97 FEET EAST OF THE FENCE BETWEEN THE BARN AND HOUSEYARD,
 HE0885'86-1/2 FEET SOUTH OF THE BARN AND 16 FEET WEST OF THE EAST
 HE0885'BARNYARD FENCE.  SURFACE MARK IS STAMPED IRWIN 1939 AND
 HE0885'PROJECTS 6 INCHES ABOVE GROUND.
 HE0885'
 HE0885'TO REACH FROM RAILROAD CROSSING IN IRWIN, GO EAST ON COUNTY
 HE0885'HIGHWAY C FOR 3.8 MILES TO THE FARMHOUSE OF MR. COSTLEY AND
 HE0885'THE STATION ON THE LEFT (NORTH) SIDE OF ROAD.
 HE0885'
 HE0885'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0885'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A,
 HE0885'11A AND 11A RESPECTIVELY.  ALL MARKS ARE WITNESSED BY 4- BY 4-INCH
 HE0885'WHITE WOODEN POSTS PROJECTING 2-1/2 FEET ABOVE GROUND.
 HE0885'
 HE0885'REFERENCE MARK NO. 1 IS NORTH OF THE STATION IN THE EAST
 HE0885'FENCE OF THE BARNYARD AND 5-1/2 FEET SOUTH OF THE BARN.  IT
 HE0885'IS STAMPED IRWIN NO. 1, 1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 HE0885'
 HE0885'REFERENCE MARK NO. 2 IS WEST OF THE STATION IN THE FENCE LINE
 HE0885'BETWEEN THE BARN AND HOUSEYARD, 64 FEET NORTH OF COUNTY HIGHWAY
 HE0885'C AND 32 FEET NORTH OF THE SOUTH FENCE OF THE BARNYARD.
 HE0885'MARK IS STAMPED IRWIN NO. 2, 1939 AND PROJECTS 6 INCHES ABOVE
 HE0885'GROUND.
 HE0885'
 HE0885'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST OF THE STATION IN
 HE0885'A SOUTHWEST FENCE CORNER.  IT IS STAMPED IRWIN 1939 AND PROJECTS
 HE0885'6 INCHES ABOVE GROUND.
 HE0885'
 HE0885'TO REACH AZIMUTH MARK FROM STATION, GO WEST ON COUNTY HIGHWAY
 HE0885'C FOR 0.4 MILE TO A LANE ON THE LEFT SIDE OF THE ROAD, TURN
 HE0885'LEFT AND GO SOUTH ALONG LANE 0.25 MILE TO MARK IN THE FENCE
 HE0885'CORNER.
 HE0885'
 HE0885'A 37-FOOT TOWER WILL CLEAR ALL LINES.
 HE0885'
 HE0885'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HE0885
 HE0885                          STATION RECOVERY (1960)
 HE0885
 HE0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0885'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HE0885'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HE0885'THE DIRECTIONS TO THE MARKS WERE VERIFIED.  THE DISTANCE
 HE0885'TO REFERENCE MARK NO. 1 WAS FOUND TO BE .02 FOOT SHORTER THAN
 HE0885'PREVIOUSLY MEASURED.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS
 HE0885'FOUND TO BE .14 FOOT LONGER THAN PREVIOUSLY MEASURED.
 HE0885'
 HE0885'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HE0885'
 HE0885'THE STATION IS APPROXIMATELY 4 MILES EAST OF IRWIN, 3 MILES WEST
 HE0885'OF MILFORD, IN THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER
 HE0885'OF SECTION 22, T 33 N, R 30 W, IN THE BARNYARD OF PROPERTY
 HE0885'OWNED BY MR. THOMAS COSTLEY WHO LIVES 1/2 MILE WEST AND 3/4
 HE0885'MILE NORTH OF THE STATION.
 HE0885'
 HE0885'TO REACH THE STATION FROM THE RAILROAD CROSSING IN IRWIN,
 HE0885'GO EAST ON COUNTY ROUTE C FOR 3.4 MILES TO A SIDE ROAD ON THE
 HE0885'LEFT.  CONTINUE EAST ON ROUTE C FOR 0.4 MILE TO A BARN AND
 HE0885'HOUSE ON THE LEFT AND THE STATION ON THE LEFT IN THE BARNYARD.
 HE0885'
 HE0885'STATION MARK, A STANDARD DISK STAMPED IRWIN 1939, IS SET IN A
 HE0885'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 97 FEET EAST
 HE0885'OF THE FENCE BETWEEN THE BARN AND HOUSEYARD, 91 FEET EAST OF
 HE0885'THE CENTER OF ENTRANCE TO THE BARNYARD, 88 FEET SOUTH OF THE
 HE0885'SOUTHEAST CORNER OF THE BARN, 48 FEET NORTH OF THE CENTER OF
 HE0885'ROUTE C, 23 FEET NORTHWEST OF A CORNER FENCE POST AND 17 FEET
 HE0885'NORTH OF A STANDARD METAL WITNESS POST.
 HE0885'
 HE0885'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED IRWIN NO 1 1939, IS
 HE0885'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 5.5
 HE0885'FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN AND 1 FOOT WEST OF
 HE0885'THE EAST FENCE OF THE BARNYARD.
 HE0885'
 HE0885'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED IRWIN NO 2 1939, IS
 HE0885'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 HE0885'94 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 63
 HE0885'FEET NORTH OF THE CENTER OF ROUTE C, 32 FEET NORTH OF THE WEST
 HE0885'GATE POST AT THE ENTRANCE TO THE BARNYARD AND 1 FOOT EAST OF
 HE0885'THE FENCE BETWEEN THE BARN AND HOUSEYARD.
 HE0885'
 HE0885'AZIMUTH MARK, A STANDARD DISK STAMPED IRWIN 1939, IS SET
 HE0885'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 30 FEET
 HE0885'EAST OF A T-FENCE CORNER POST AT THE SOUTHWEST CORNER OF A FIELD,
 HE0885'3 FEET NORTH OF A FENCE AND 1.2 FEET SOUTHEAST OF A METAL WITNESS
 HE0885'POST.
 HE0885'
 HE0885'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON ROUTE
 HE0885'C FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT.  FROM THIS POINT PACK
 HE0885'SOUTH ALONG THE EAST SIDE OF FENCE FOR APPROXIMATELY 0.25
 HE0885'MILE TO AN EAST-WEST FENCE AND THE AZIMUTH MARK AS DESCRIBED.
 HE0885'
 HE0885'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HE0885'
 HE0885'NOTE- A 90 FOOT TOWER WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0305 ***********************************************************************
 LE0305  DESIGNATION -  J 10
 LE0305  PID         -  LE0305
 LE0305  STATE/COUNTY-  MO/SULLIVAN
 LE0305  USGS QUAD   -  POLLOCK (1964)
 LE0305
 LE0305                         *CURRENT SURVEY CONTROL
 LE0305  ___________________________________________________________________
 LE0305* NAD 83(1986)-  40 19 40.     (N)    093 05 57.     (W)     SCALED    
 LE0305* NAVD 88     -       278.256  (meters)     912.91   (feet)  ADJUSTED  
 LE0305  ___________________________________________________________________
 LE0305  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 LE0305  DYNAMIC HT  -         278.112 (meters)     912.44  (feet)  COMP
 LE0305  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 LE0305
 LE0305  VERT ORDER  -  FIRST     CLASS II
 LE0305
 LE0305.The horizontal coordinates were scaled from a topographic map and have
 LE0305.an estimated accuracy of +/- 6 seconds.
 LE0305
 LE0305.The orthometric height was determined by differential leveling
 LE0305.and adjusted by the National Geodetic Survey in June 1991..
 LE0305
 LE0305.The geoid height was determined by GEOID03.
 LE0305
 LE0305.The dynamic height is computed by dividing the NAVD 88
 LE0305.geopotential number by the normal gravity value computed on the
 LE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0305.degrees latitude (g = 980.6199 gals.).
 LE0305
 LE0305.The modeled gravity was interpolated from observed gravity values.
 LE0305
 LE0305;                    North         East    Units  Estimated Accuracy
 LE0305;SPC MO C     -   499,010.      449,080.      MT  (+/- 180 meters Scaled)
 LE0305
 LE0305                          SUPERSEDED SURVEY CONTROL
 LE0305
 LE0305  NGVD 29 (??/??/92)  278.240  (m)          912.86   (f) ADJ UNCH    1 2
 LE0305
 LE0305.Superseded values are not recommended for survey control.
 LE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0305.See file dsdata.txt to determine how the superseded data were derived.
 LE0305
 LE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE915641(NAD 83)
 LE0305_MARKER: DB = BENCH MARK DISK
 LE0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0305_SP_SET: CULVERT
 LE0305_STAMPING: 912.652 J 10 1930
 LE0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LE0305+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 LE0305
 LE0305  HISTORY     - Date     Condition        Report By
 LE0305  HISTORY     - 1930     MONUMENTED       CGS
 LE0305  HISTORY     - 1934     GOOD             NGS
 LE0305  HISTORY     - 1967     GOOD             NGS
 LE0305  HISTORY     - 20010424 GOOD             NRCS
 LE0305
 LE0305                          STATION DESCRIPTION
 LE0305
 LE0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0305'2.2 MI S FROM POLLOCK.
 LE0305'2-1/4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0305'RAILROAD FROM POLLOCK, SULLIVAN COUNTY, AT THE FIRST ROAD
 LE0305'CROSSING SOUTH OF TOWN, IN A CONCRETE-PIPE CULVERT, EAST OF
 LE0305'THE TRACK, AND 15 FEET NORTH OF THE ROAD.  A STANDARD DISK,
 LE0305'STAMPED 912.652 J 10 1930.
 LE0305
 LE0305                          STATION RECOVERY (1967)
 LE0305
 LE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0305'RECOVERED IN GOOD CONDITION.
 LE0305
 LE0305                          STATION RECOVERY (2001)
 LE0305
 LE0305'RECOVERY NOTE BY NATL RESOUR CONSERV 2001 (RCP)
 LE0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0656 ***********************************************************************
 JE0656  DESIGNATION -  J 10 B 1
 JE0656  PID         -  JE0656
 JE0656  STATE/COUNTY-  MO/BATES
 JE0656  USGS QUAD   -  PLEASANT GAP (1961)
 JE0656
 JE0656                         *CURRENT SURVEY CONTROL
 JE0656  ___________________________________________________________________
 JE0656* NAD 83(1986)-  38 09 50.     (N)    094 11 20.     (W)     SCALED    
 JE0656* NAVD 88     -       308.865  (meters)    1013.33   (feet)  ADJUSTED  
 JE0656  ___________________________________________________________________
 JE0656  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0656  DYNAMIC HT  -         308.638 (meters)    1012.59  (feet)  COMP
 JE0656  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 JE0656
 JE0656  VERT ORDER  -  SECOND    CLASS 0
 JE0656
 JE0656.The horizontal coordinates were scaled from a topographic map and have
 JE0656.an estimated accuracy of +/- 6 seconds.
 JE0656
 JE0656.The orthometric height was determined by differential leveling
 JE0656.and adjusted by the National Geodetic Survey in June 1991..
 JE0656
 JE0656.The geoid height was determined by GEOID03.
 JE0656
 JE0656.The dynamic height is computed by dividing the NAVD 88
 JE0656.geopotential number by the normal gravity value computed on the
 JE0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0656.degrees latitude (g = 980.6199 gals.).
 JE0656
 JE0656.The modeled gravity was interpolated from observed gravity values.
 JE0656
 JE0656;                    North         East    Units  Estimated Accuracy
 JE0656;SPC MO W     -   221,690.      877,260.      MT  (+/- 180 meters Scaled)
 JE0656
 JE0656                          SUPERSEDED SURVEY CONTROL
 JE0656
 JE0656  NGVD 29 (??/??/92)  308.75   (m)         1013.0    (f) COMPUTED    2 0
 JE0656
 JE0656.Superseded values are not recommended for survey control.
 JE0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0656.See file dsdata.txt to determine how the superseded data were derived.
 JE0656
 JE0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC958246(NAD 83)
 JE0656_MARKER: DZ = AZIMUTH MARK DISK
 JE0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0656+STABILITY: SURFACE MOTION
 JE0656
 JE0656  HISTORY     - Date     Condition        Report By
 JE0656  HISTORY     - UNK      MONUMENTED       DOD
 JE0656  HISTORY     - 1963     GOOD             NGS
 JE0656
 JE0656                          STATION DESCRIPTION
 JE0656
 JE0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0656'0.8 MI SW FROM PLEASANT GAP.
 JE0656'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD 0 FROM THE CHRISTIAN
 JE0656'CHURCH AT PLEASANT GAP, THENCE 0.3 MILE WEST ALONG A GRADED
 JE0656'DIRT ROAD, THENCE 0.35 MILE SOUTH ACROSS A CULTIVATED FIELD,
 JE0656'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JE0656'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JE0656'CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0655 ***********************************************************************
 JE0655  DESIGNATION -  J 10 B 2
 JE0655  PID         -  JE0655
 JE0655  STATE/COUNTY-  MO/BATES
 JE0655  USGS QUAD   -  PLEASANT GAP (1961)
 JE0655
 JE0655                         *CURRENT SURVEY CONTROL
 JE0655  ___________________________________________________________________
 JE0655* NAD 83(1986)-  38 10 03.     (N)    094 11 18.     (W)     SCALED    
 JE0655* NAVD 88     -       308.181  (meters)    1011.09   (feet)  ADJUSTED  
 JE0655  ___________________________________________________________________
 JE0655  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0655  DYNAMIC HT  -         307.954 (meters)    1010.35  (feet)  COMP
 JE0655  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 JE0655
 JE0655  VERT ORDER  -  SECOND    CLASS 0
 JE0655
 JE0655.The horizontal coordinates were scaled from a topographic map and have
 JE0655.an estimated accuracy of +/- 6 seconds.
 JE0655
 JE0655.The orthometric height was determined by differential leveling
 JE0655.and adjusted by the National Geodetic Survey in June 1991..
 JE0655
 JE0655.The geoid height was determined by GEOID03.
 JE0655
 JE0655.The dynamic height is computed by dividing the NAVD 88
 JE0655.geopotential number by the normal gravity value computed on the
 JE0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0655.degrees latitude (g = 980.6199 gals.).
 JE0655
 JE0655.The modeled gravity was interpolated from observed gravity values.
 JE0655
 JE0655;                    North         East    Units  Estimated Accuracy
 JE0655;SPC MO W     -   222,090.      877,310.      MT  (+/- 180 meters Scaled)
 JE0655
 JE0655                          SUPERSEDED SURVEY CONTROL
 JE0655
 JE0655  NGVD 29 (??/??/92)  308.07   (m)         1010.7    (f) COMPUTED    2 0
 JE0655
 JE0655.Superseded values are not recommended for survey control.
 JE0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0655.See file dsdata.txt to determine how the superseded data were derived.
 JE0655
 JE0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC959250(NAD 83)
 JE0655_MARKER: DZ = AZIMUTH MARK DISK
 JE0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0655+STABILITY: SURFACE MOTION
 JE0655
 JE0655  HISTORY     - Date     Condition        Report By
 JE0655  HISTORY     - UNK      MONUMENTED       DOD
 JE0655  HISTORY     - 1963     GOOD             NGS
 JE0655
 JE0655                          STATION DESCRIPTION
 JE0655
 JE0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0655'0.6 MI SW FROM PLEASANT GAP.
 JE0655'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD 0 FROM THE CHRISTIAN
 JE0655'CHURCH AT PLEASANT GAP, THENCE 0.3 MILE WEST ALONG A GRADED
 JE0655'DIRT ROAD, THENCE 0.1 MILE SOUTH ACROSS A CULTIVATED FIELD
 JE0655'AND AT THE CREST OF A LOW RIDGE, AND THE TOP SURFACE OVER THE
 JE0655'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 JE0655'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 6 FEET.  USAF
 JE0655'MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0622 ***********************************************************************
 JE0622  DESIGNATION -  J 10 Z
 JE0622  PID         -  JE0622
 JE0622  STATE/COUNTY-  MO/BATES
 JE0622  USGS QUAD   -  PLEASANT GAP (1961)
 JE0622
 JE0622                         *CURRENT SURVEY CONTROL
 JE0622  ___________________________________________________________________
 JE0622* NAD 83(1986)-  38 09 50.     (N)    094 10 56.     (W)     SCALED    
 JE0622* NAVD 88     -       301.936  (meters)     990.60   (feet)  ADJUSTED  
 JE0622  ___________________________________________________________________
 JE0622  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0622  DYNAMIC HT  -         301.713 (meters)     989.87  (feet)  COMP
 JE0622  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 JE0622
 JE0622  VERT ORDER  -  SECOND    CLASS 0
 JE0622
 JE0622.The horizontal coordinates were scaled from a topographic map and have
 JE0622.an estimated accuracy of +/- 6 seconds.
 JE0622
 JE0622.The orthometric height was determined by differential leveling
 JE0622.and adjusted by the National Geodetic Survey in June 1991..
 JE0622
 JE0622.The geoid height was determined by GEOID03.
 JE0622
 JE0622.The dynamic height is computed by dividing the NAVD 88
 JE0622.geopotential number by the normal gravity value computed on the
 JE0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0622.degrees latitude (g = 980.6199 gals.).
 JE0622
 JE0622.The modeled gravity was interpolated from observed gravity values.
 JE0622
 JE0622;                    North         East    Units  Estimated Accuracy
 JE0622;SPC MO W     -   221,690.      877,850.      MT  (+/- 180 meters Scaled)
 JE0622
 JE0622                          SUPERSEDED SURVEY CONTROL
 JE0622
 JE0622  NGVD 29 (??/??/92)  301.82   (m)          990.2    (f) COMPUTED    2 0
 JE0622
 JE0622.Superseded values are not recommended for survey control.
 JE0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0622.See file dsdata.txt to determine how the superseded data were derived.
 JE0622
 JE0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC964246(NAD 83)
 JE0622_MARKER: DS = TRIANGULATION STATION DISK
 JE0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0622_STAMPING: J 10 Z 1963
 JE0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0622+STABILITY: SURFACE MOTION
 JE0622
 JE0622  HISTORY     - Date     Condition        Report By
 JE0622  HISTORY     - 1963     MONUMENTED       CGS
 JE0622
 JE0622                          STATION DESCRIPTION
 JE0622
 JE0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0622'0.6 MI S FROM PLEASANT GAP.
 JE0622'ABOUT 0.55 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0622'CHURCH AT PLEASANT GAP, EAST OF AND ACROSS THE ROAD FROM A
 JE0622'FARMHOUSE, 39 FEET EAST OF THE CENTER LINE OF THE ROAD, 138
 JE0622'FEET EAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 1 FOOT WEST
 JE0622'OF A FENCE, 97 FEET EAST-NORTHEAST OF A POWER POLE, 16.2 FEET
 JE0622'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JE0622'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0624 ***********************************************************************
 JE0624  DESIGNATION -  J 10 Z AZ MK
 JE0624  PID         -  JE0624
 JE0624  STATE/COUNTY-  MO/BATES
 JE0624  USGS QUAD   -  PLEASANT GAP (1961)
 JE0624
 JE0624                         *CURRENT SURVEY CONTROL
 JE0624  ___________________________________________________________________
 JE0624* NAD 83(1986)-  38 10 00.     (N)    094 10 57.     (W)     SCALED    
 JE0624* NAVD 88     -       306.435  (meters)    1005.36   (feet)  ADJUSTED  
 JE0624  ___________________________________________________________________
 JE0624  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0624  DYNAMIC HT  -         306.209 (meters)    1004.62  (feet)  COMP
 JE0624  MODELED GRAV-     979,884.6   (mgal)                       NAVD 88
 JE0624
 JE0624  VERT ORDER  -  SECOND    CLASS 0
 JE0624
 JE0624.The horizontal coordinates were scaled from a topographic map and have
 JE0624.an estimated accuracy of +/- 6 seconds.
 JE0624
 JE0624.The orthometric height was determined by differential leveling
 JE0624.and adjusted by the National Geodetic Survey in June 1991..
 JE0624
 JE0624.The geoid height was determined by GEOID03.
 JE0624
 JE0624.The dynamic height is computed by dividing the NAVD 88
 JE0624.geopotential number by the normal gravity value computed on the
 JE0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0624.degrees latitude (g = 980.6199 gals.).
 JE0624
 JE0624.The modeled gravity was interpolated from observed gravity values.
 JE0624
 JE0624;                    North         East    Units  Estimated Accuracy
 JE0624;SPC MO W     -   222,000.      877,820.      MT  (+/- 180 meters Scaled)
 JE0624
 JE0624                          SUPERSEDED SURVEY CONTROL
 JE0624
 JE0624  NGVD 29 (??/??/92)  306.32   (m)         1005.0    (f) COMPUTED    2 0
 JE0624
 JE0624.Superseded values are not recommended for survey control.
 JE0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0624.See file dsdata.txt to determine how the superseded data were derived.
 JE0624
 JE0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC964249(NAD 83)
 JE0624_MARKER: DZ = AZIMUTH MARK DISK
 JE0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0624_STAMPING: J 10 Z 1963
 JE0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0624+STABILITY: SURFACE MOTION
 JE0624
 JE0624  HISTORY     - Date     Condition        Report By
 JE0624  HISTORY     - 1963     MONUMENTED       CGS
 JE0624
 JE0624                          STATION DESCRIPTION
 JE0624
 JE0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0624'0.4 MI S FROM PLEASANT GAP.
 JE0624'ABOUT 0.4 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0624'CHURCH AT PLEASANT GAP, 0.1 MILE NORTH OF THE JUNCTION OF A
 JE0624'T ROAD LEADING EAST, AT A T FENCE LEADING WEST, 39 FEET WEST
 JE0624'OF THE CENTER LINE OF THE ROAD, 164 FEET SOUTH OF A POWER POLE,
 JE0624'2 FEET EAST OF A FENCE, 2.8 FEET NORTH OF A METAL WITNESS
 JE0624'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JE0624'TOP OF A CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0621 ***********************************************************************
 JE0621  DESIGNATION -  J 10 Z RM 1
 JE0621  PID         -  JE0621
 JE0621  STATE/COUNTY-  MO/BATES
 JE0621  USGS QUAD   -  PLEASANT GAP (1961)
 JE0621
 JE0621                         *CURRENT SURVEY CONTROL
 JE0621  ___________________________________________________________________
 JE0621* NAD 83(1986)-  38 09 51.     (N)    094 10 56.     (W)     SCALED    
 JE0621* NAVD 88     -       302.229  (meters)     991.56   (feet)  ADJUSTED  
 JE0621  ___________________________________________________________________
 JE0621  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0621  DYNAMIC HT  -         302.007 (meters)     990.83  (feet)  COMP
 JE0621  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 JE0621
 JE0621  VERT ORDER  -  SECOND    CLASS 0
 JE0621
 JE0621.The horizontal coordinates were scaled from a topographic map and have
 JE0621.an estimated accuracy of +/- 6 seconds.
 JE0621
 JE0621.The orthometric height was determined by differential leveling
 JE0621.and adjusted by the National Geodetic Survey in June 1991..
 JE0621
 JE0621.The geoid height was determined by GEOID03.
 JE0621
 JE0621.The dynamic height is computed by dividing the NAVD 88
 JE0621.geopotential number by the normal gravity value computed on the
 JE0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0621.degrees latitude (g = 980.6199 gals.).
 JE0621
 JE0621.The modeled gravity was interpolated from observed gravity values.
 JE0621
 JE0621;                    North         East    Units  Estimated Accuracy
 JE0621;SPC MO W     -   221,720.      877,850.      MT  (+/- 180 meters Scaled)
 JE0621
 JE0621                          SUPERSEDED SURVEY CONTROL
 JE0621
 JE0621  NGVD 29 (??/??/92)  302.12   (m)          991.2    (f) COMPUTED    2 0
 JE0621
 JE0621.Superseded values are not recommended for survey control.
 JE0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0621.See file dsdata.txt to determine how the superseded data were derived.
 JE0621
 JE0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC964246(NAD 83)
 JE0621_MARKER: DR = REFERENCE MARK DISK
 JE0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0621_STAMPING: J 10 Z NO 1 1963
 JE0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0621+STABILITY: SURFACE MOTION
 JE0621
 JE0621  HISTORY     - Date     Condition        Report By
 JE0621  HISTORY     - 1963     MONUMENTED       CGS
 JE0621
 JE0621                          STATION DESCRIPTION
 JE0621
 JE0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0621'0.6 MI S FROM PLEASANT GAP.
 JE0621'ABOUT 0.55 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0621'CHURCH AT PLEASANT GAP, 40 FEET EAST OF THE CENTER LINE OF THE
 JE0621'ROAD, 156 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE,
 JE0621'1 1/2 FEET WEST OF A FENCE, 74.4 FEET NORTH OF J 10 Z 1963,
 JE0621'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JE0621'POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0620 ***********************************************************************
 JE0620  DESIGNATION -  J 10 Z RM 2
 JE0620  PID         -  JE0620
 JE0620  STATE/COUNTY-  MO/BATES
 JE0620  USGS QUAD   -  PLEASANT GAP (1961)
 JE0620
 JE0620                         *CURRENT SURVEY CONTROL
 JE0620  ___________________________________________________________________
 JE0620* NAD 83(1986)-  38 09 50.     (N)    094 10 56.     (W)     SCALED    
 JE0620* NAVD 88     -       301.628  (meters)     989.59   (feet)  ADJUSTED  
 JE0620  ___________________________________________________________________
 JE0620  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0620  DYNAMIC HT  -         301.406 (meters)     988.86  (feet)  COMP
 JE0620  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 JE0620
 JE0620  VERT ORDER  -  SECOND    CLASS 0
 JE0620
 JE0620.The horizontal coordinates were scaled from a topographic map and have
 JE0620.an estimated accuracy of +/- 6 seconds.
 JE0620
 JE0620.The orthometric height was determined by differential leveling
 JE0620.and adjusted by the National Geodetic Survey in June 1991..
 JE0620
 JE0620.The geoid height was determined by GEOID03.
 JE0620
 JE0620.The dynamic height is computed by dividing the NAVD 88
 JE0620.geopotential number by the normal gravity value computed on the
 JE0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0620.degrees latitude (g = 980.6199 gals.).
 JE0620
 JE0620.The modeled gravity was interpolated from observed gravity values.
 JE0620
 JE0620;                    North         East    Units  Estimated Accuracy
 JE0620;SPC MO W     -   221,690.      877,850.      MT  (+/- 180 meters Scaled)
 JE0620
 JE0620                          SUPERSEDED SURVEY CONTROL
 JE0620
 JE0620  NGVD 29 (??/??/92)  301.51   (m)          989.2    (f) COMPUTED    2 0
 JE0620
 JE0620.Superseded values are not recommended for survey control.
 JE0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0620.See file dsdata.txt to determine how the superseded data were derived.
 JE0620
 JE0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC964246(NAD 83)
 JE0620_MARKER: DB = BENCH MARK DISK
 JE0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0620_STAMPING: J 10 Z NO 2 1963
 JE0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0620+STABILITY: SURFACE MOTION
 JE0620
 JE0620  HISTORY     - Date     Condition        Report By
 JE0620  HISTORY     - 1963     MONUMENTED       CGS
 JE0620
 JE0620                          STATION DESCRIPTION
 JE0620
 JE0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0620'0.6 MI S FROM PLEASANT GAP.
 JE0620'ABOUT 0.55 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0620'CHURCH AT PLEASANT GAP, 37 FEET EAST OF THE CENTER LINE OF
 JE0620'THE ROAD, 145 FEET EAST OF THE SOUTHEAST CORNER OF A FARMHOUSE,
 JE0620'81 FEET EAST-SOUTHEAST OF A POWER POLE, 1 1/2 FEET WEST OF
 JE0620'A FENCE, 74.9 FEET SOUTH OF J 10 Z 1963, 59.0 FEET SOUTH OF A
 JE0620'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JE0620'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0140 ***********************************************************************
 JD0140  DESIGNATION -  J 100
 JD0140  PID         -  JD0140
 JD0140  STATE/COUNTY-  MO/COLE
 JD0140  USGS QUAD   -  RUSSELLVILLE (1969)
 JD0140
 JD0140                         *CURRENT SURVEY CONTROL
 JD0140  ___________________________________________________________________
 JD0140* NAD 83(1986)-  38 30 43.     (N)    092 26 36.     (W)     SCALED    
 JD0140* NAVD 88     -       269.534  (meters)     884.30   (feet)  ADJUSTED  
 JD0140  ___________________________________________________________________
 JD0140  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JD0140  DYNAMIC HT  -         269.350 (meters)     883.69  (feet)  COMP
 JD0140  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 JD0140
 JD0140  VERT ORDER  -  SECOND    CLASS 0
 JD0140
 JD0140.The horizontal coordinates were scaled from a topographic map and have
 JD0140.an estimated accuracy of +/- 6 seconds.
 JD0140
 JD0140.The orthometric height was determined by differential leveling
 JD0140.and adjusted by the National Geodetic Survey in June 1991..
 JD0140
 JD0140.The geoid height was determined by GEOID03.
 JD0140
 JD0140.The dynamic height is computed by dividing the NAVD 88
 JD0140.geopotential number by the normal gravity value computed on the
 JD0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0140.degrees latitude (g = 980.6199 gals.).
 JD0140
 JD0140.The modeled gravity was interpolated from observed gravity values.
 JD0140
 JD0140;                    North         East    Units  Estimated Accuracy
 JD0140;SPC MO C     -   297,260.      504,940.      MT  (+/- 180 meters Scaled)
 JD0140
 JD0140                          SUPERSEDED SURVEY CONTROL
 JD0140
 JD0140  NGVD 29 (??/??/92)  269.508  (m)          884.21   (f) ADJ UNCH    2 0
 JD0140
 JD0140.Superseded values are not recommended for survey control.
 JD0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0140.See file dsdata.txt to determine how the superseded data were derived.
 JD0140
 JD0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC485627(NAD 83)
 JD0140_MARKER: DB = BENCH MARK DISK
 JD0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0140_STAMPING: J 100 1935
 JD0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0140+STABILITY: SURFACE MOTION
 JD0140
 JD0140  HISTORY     - Date     Condition        Report By
 JD0140  HISTORY     - 1935     MONUMENTED       CGS
 JD0140  HISTORY     - 1968     MARK NOT FOUND   NGS
 JD0140
 JD0140                          STATION DESCRIPTION
 JD0140
 JD0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0140'AT RUSSELLVILLE.
 JD0140'AT RUSSELLVILLE, ABOUT 14 RAILS WEST OF THE MISSOURI PACIFIC
 JD0140'RAILROAD STATION, 55 FEET NORTHEAST OF THE MISSOURI FARMERS
 JD0140'ASSOCIATION OIL CO. STORAGE TANKS, 45 FEET NORTHWEST OF THE
 JD0140'NORTHWEST CORNER OF AN ELEVATOR, 25 FEET SOUTH OF THE CENTERLINE
 JD0140'OF THE MAIN TRACK.  A STANDARD DISK STAMPED J 100 1935 AND SET
 JD0140'IN THE TOP OF A CONCRETE POST.
 JD0140
 JD0140                          STATION RECOVERY (1968)
 JD0140
 JD0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JD0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0715 ***********************************************************************
 JC0715  DESIGNATION -  J 101
 JC0715  PID         -  JC0715
 JC0715  STATE/COUNTY-  MO/FRANKLIN
 JC0715  USGS QUAD   -  LESLIE (1980)
 JC0715
 JC0715                         *CURRENT SURVEY CONTROL
 JC0715  ___________________________________________________________________
 JC0715* NAD 83(1986)-  38 25 04.     (N)    091 12 06.     (W)     SCALED    
 JC0715* NAVD 88     -       242.118  (meters)     794.35   (feet)  ADJUSTED  
 JC0715  ___________________________________________________________________
 JC0715  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JC0715  DYNAMIC HT  -         241.956 (meters)     793.82  (feet)  COMP
 JC0715  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 JC0715
 JC0715  VERT ORDER  -  SECOND    CLASS 0
 JC0715
 JC0715.The horizontal coordinates were scaled from a topographic map and have
 JC0715.an estimated accuracy of +/- 6 seconds.
 JC0715
 JC0715.The orthometric height was determined by differential leveling
 JC0715.and adjusted by the National Geodetic Survey in June 1991..
 JC0715
 JC0715.The geoid height was determined by GEOID03.
 JC0715
 JC0715.The dynamic height is computed by dividing the NAVD 88
 JC0715.geopotential number by the normal gravity value computed on the
 JC0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0715.degrees latitude (g = 980.6199 gals.).
 JC0715
 JC0715.The modeled gravity was interpolated from observed gravity values.
 JC0715
 JC0715;                    North         East    Units  Estimated Accuracy
 JC0715;SPC MO E     -   287,040.      188,730.      MT  (+/- 180 meters Scaled)
 JC0715
 JC0715                          SUPERSEDED SURVEY CONTROL
 JC0715
 JC0715  NGVD 29 (??/??/92)  242.138  (m)          794.41   (f) ADJ UNCH    2 0
 JC0715
 JC0715.Superseded values are not recommended for survey control.
 JC0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0715.See file dsdata.txt to determine how the superseded data were derived.
 JC0715
 JC0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC569537(NAD 83)
 JC0715_MARKER: DB = BENCH MARK DISK
 JC0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0715_STAMPING: J 101 1935
 JC0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0715+STABILITY: SURFACE MOTION
 JC0715
 JC0715  HISTORY     - Date     Condition        Report By
 JC0715  HISTORY     - 1935     MONUMENTED       CGS
 JC0715  HISTORY     - 1940     GOOD             NGS
 JC0715
 JC0715                          STATION DESCRIPTION
 JC0715
 JC0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0715'0.8 MI W FROM BEAUFORT.
 JC0715'0.8 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JC0715'FROM THE STATION AT BEAUFORT, FRANKLIN COUNTY, 12 POLES WEST OF
 JC0715'MILEPOST 72, AT A ROAD CROSSING, 42.8 FEET SOUTH OF THE SOUTH
 JC0715'RAIL, 33.5 FEET WEST OF THE ROAD, 99.3 FEET SOUTH OF BENCHMARK 977
 JC0715'(U.S.G.S.) DESCRIBED BELOW, 5 YARDS WEST OF A FENCE CORNER, AND
 JC0715'0.6 FOOT WEST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK,
 JC0715'STAMPED J 101 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JC0715'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0739 ***********************************************************************
 JC0739  DESIGNATION -  J 102
 JC0739  PID         -  JC0739
 JC0739  STATE/COUNTY-  MO/GASCONADE
 JC0739  USGS QUAD   -  ROSEBUD (1980)
 JC0739
 JC0739                         *CURRENT SURVEY CONTROL
 JC0739  ___________________________________________________________________
 JC0739* NAD 83(1986)-  38 27 23.     (N)    091 27 42.     (W)     SCALED    
 JC0739* NAVD 88     -       269.956  (meters)     885.68   (feet)  ADJUSTED  
 JC0739  ___________________________________________________________________
 JC0739  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JC0739  DYNAMIC HT  -         269.775 (meters)     885.09  (feet)  COMP
 JC0739  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 JC0739
 JC0739  VERT ORDER  -  SECOND    CLASS 0
 JC0739
 JC0739.The horizontal coordinates were scaled from a topographic map and have
 JC0739.an estimated accuracy of +/- 6 seconds.
 JC0739
 JC0739.The orthometric height was determined by differential leveling
 JC0739.and adjusted by the National Geodetic Survey in June 1991..
 JC0739
 JC0739.The geoid height was determined by GEOID03.
 JC0739
 JC0739.The dynamic height is computed by dividing the NAVD 88
 JC0739.geopotential number by the normal gravity value computed on the
 JC0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0739.degrees latitude (g = 980.6199 gals.).
 JC0739
 JC0739.The modeled gravity was interpolated from observed gravity values.
 JC0739
 JC0739;                    North         East    Units  Estimated Accuracy
 JC0739;SPC MO E     -   291,530.      166,070.      MT  (+/- 180 meters Scaled)
 JC0739
 JC0739                          SUPERSEDED SURVEY CONTROL
 JC0739
 JC0739  NGVD 29 (??/??/92)  269.961  (m)          885.70   (f) ADJ UNCH    2 0
 JC0739
 JC0739.Superseded values are not recommended for survey control.
 JC0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0739.See file dsdata.txt to determine how the superseded data were derived.
 JC0739
 JC0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC342575(NAD 83)
 JC0739_MARKER: DB = BENCH MARK DISK
 JC0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0739_STAMPING: J 102 1935
 JC0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0739+STABILITY: SURFACE MOTION
 JC0739
 JC0739  HISTORY     - Date     Condition        Report By
 JC0739  HISTORY     - 1935     MONUMENTED       CGS
 JC0739  HISTORY     - 1938     GOOD             NGS
 JC0739
 JC0739                          STATION DESCRIPTION
 JC0739
 JC0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0739'0.9 MI SE FROM DRAKE.
 JC0739'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 50 FROM A GENERAL STORE
 JC0739'AT DRAKE, GASCONADE COUNTY, ABOUT 275 YARDS SOUTH OF THE JUNCTION
 JC0739'WITH STATE HIGHWAY 19, AT A CURVE ABOUT 60 FEET SOUTH OF THE
 JC0739'RED CROWN GASOLINE SIGN, 35 FEET WEST OF THE CENTER LINE OF THE
 JC0739'HIGHWAY, AND 10 FEET SOUTH OF THE CENTER OF A FENCE GATE.  A
 JC0739'STANDARD DISK, STAMPED J 102 1935 AND SET IN THE TOP OF A CONCRETE
 JC0739'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0641 ***********************************************************************
 JC0641  DESIGNATION -  J 103
 JC0641  PID         -  JC0641
 JC0641  STATE/COUNTY-  MO/MONTGOMERY
 JC0641  USGS QUAD   -  PINNACLE LAKE (1973)
 JC0641
 JC0641                         *CURRENT SURVEY CONTROL
 JC0641  ___________________________________________________________________
 JC0641* NAD 83(1986)-  38 50 09.     (N)    091 27 52.     (W)     SCALED    
 JC0641* NAVD 88     -       267.225  (meters)     876.72   (feet)  ADJUSTED  
 JC0641  ___________________________________________________________________
 JC0641  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JC0641  DYNAMIC HT  -         267.053 (meters)     876.16  (feet)  COMP
 JC0641  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 JC0641
 JC0641  VERT ORDER  -  SECOND    CLASS 0
 JC0641
 JC0641.The horizontal coordinates were scaled from a topographic map and have
 JC0641.an estimated accuracy of +/- 6 seconds.
 JC0641
 JC0641.The orthometric height was determined by differential leveling
 JC0641.and adjusted by the National Geodetic Survey in June 1991..
 JC0641
 JC0641.The geoid height was determined by GEOID03.
 JC0641
 JC0641.The dynamic height is computed by dividing the NAVD 88
 JC0641.geopotential number by the normal gravity value computed on the
 JC0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0641.degrees latitude (g = 980.6199 gals.).
 JC0641
 JC0641.The modeled gravity was interpolated from observed gravity values.
 JC0641
 JC0641;                    North         East    Units  Estimated Accuracy
 JC0641;SPC MO E     -   333,650.      166,270.      MT  (+/- 180 meters Scaled)
 JC0641
 JC0641                          SUPERSEDED SURVEY CONTROL
 JC0641
 JC0641  NGVD 29 (??/??/92)  267.232  (m)          876.74   (f) ADJ UNCH    2 0
 JC0641
 JC0641.Superseded values are not recommended for survey control.
 JC0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0641.See file dsdata.txt to determine how the superseded data were derived.
 JC0641
 JC0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC332996(NAD 83)
 JC0641_MARKER: DB = BENCH MARK DISK
 JC0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0641_STAMPING: J 103 1935
 JC0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0641+STABILITY: SURFACE MOTION
 JC0641
 JC0641  HISTORY     - Date     Condition        Report By
 JC0641  HISTORY     - 1935     MONUMENTED       CGS
 JC0641  HISTORY     - 1972     MARK NOT FOUND   USGS
 JC0641
 JC0641                          STATION DESCRIPTION
 JC0641
 JC0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0641'2.4 MI N FROM BIG SPRINGS.
 JC0641'2.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM BIGSPRINGS,
 JC0641'MONTGOMERY COUNTY, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JC0641'35 FEET NORTH OF THE CENTERLINE OF A LANE LEADING WEST, AND
 JC0641'NEAR A WINDING ROAD SIGN.  A STANDARD DISK, STAMPED J 103 1935
 JC0641'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 JC0641'ABOVE GROUND.
 JC0641
 JC0641                          STATION RECOVERY (1972)
 JC0641
 JC0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JC0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0837 ***********************************************************************
 JC0837  DESIGNATION -  J 104
 JC0837  PID         -  JC0837
 JC0837  STATE/COUNTY-  MO/CRAWFORD
 JC0837  USGS QUAD   -  CUBA (1980)
 JC0837
 JC0837                         *CURRENT SURVEY CONTROL
 JC0837  ___________________________________________________________________
 JC0837* NAD 83(1986)-  38 03 48.     (N)    091 24 27.     (W)     SCALED    
 JC0837* NAVD 88     -       313.951  (meters)    1030.02   (feet)  ADJUSTED  
 JC0837  ___________________________________________________________________
 JC0837  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JC0837  DYNAMIC HT  -         313.723 (meters)    1029.27  (feet)  COMP
 JC0837  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 JC0837
 JC0837  VERT ORDER  -  SECOND    CLASS 0
 JC0837
 JC0837.The horizontal coordinates were scaled from a topographic map and have
 JC0837.an estimated accuracy of +/- 6 seconds.
 JC0837
 JC0837.The orthometric height was determined by differential leveling
 JC0837.and adjusted by the National Geodetic Survey in June 1991..
 JC0837
 JC0837.The geoid height was determined by GEOID03.
 JC0837
 JC0837.The dynamic height is computed by dividing the NAVD 88
 JC0837.geopotential number by the normal gravity value computed on the
 JC0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0837.degrees latitude (g = 980.6199 gals.).
 JC0837
 JC0837.The modeled gravity was interpolated from observed gravity values.
 JC0837
 JC0837;                    North         East    Units  Estimated Accuracy
 JC0837;SPC MO E     -   247,850.      170,370.      MT  (+/- 180 meters Scaled)
 JC0837
 JC0837                          SUPERSEDED SURVEY CONTROL
 JC0837
 JC0837  NGVD 29 (??/??/92)  313.940  (m)         1029.98   (f) ADJ UNCH    2 0
 JC0837
 JC0837.Superseded values are not recommended for survey control.
 JC0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0837.See file dsdata.txt to determine how the superseded data were derived.
 JC0837
 JC0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC397140(NAD 83)
 JC0837_MARKER: DB = BENCH MARK DISK
 JC0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0837_STAMPING: J 104 1935
 JC0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0837+STABILITY: SURFACE MOTION
 JC0837
 JC0837  HISTORY     - Date     Condition        Report By
 JC0837  HISTORY     - 1935     MONUMENTED       CGS
 JC0837
 JC0837                          STATION DESCRIPTION
 JC0837
 JC0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0837'AT CUBA.
 JC0837'AT CUBA, CRAWFORD COUNTY, TWO BLOCKS NORTH OF U.S. HIGHWAY 66,
 JC0837'4 BLOCKS WEST OF STATE HIGHWAY 19, AT THE PUBLIC SCHOOL, AT THE
 JC0837'SOUTHEAST CORNER OF THE SCHOOL YARD, 19 YARDS SOUTH OF THE
 JC0837'CONCRETE ENTRANCE WALK, AND 2 FEET WEST OF THE SIDEWALK.  A
 JC0837'STANDARD DISK, STAMPED J 104 1935 AND SET IN THE TOP OF A
 JC0837'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0021 ***********************************************************************
 HE0021  DESIGNATION -  J 106
 HE0021  PID         -  HE0021
 HE0021  STATE/COUNTY-  MO/VERNON
 HE0021  USGS QUAD   -  NEVADA (1991)
 HE0021
 HE0021                         *CURRENT SURVEY CONTROL
 HE0021  ___________________________________________________________________
 HE0021* NAD 83(1986)-  37 50 17.     (N)    094 21 18.     (W)     SCALED    
 HE0021* NAVD 88     -       266.664  (meters)     874.88   (feet)  ADJUSTED  
 HE0021  ___________________________________________________________________
 HE0021  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HE0021  DYNAMIC HT  -         266.464 (meters)     874.22  (feet)  COMP
 HE0021  MODELED GRAV-     979,872.9   (mgal)                       NAVD 88
 HE0021
 HE0021  VERT ORDER  -  FIRST     CLASS II
 HE0021
 HE0021.The horizontal coordinates were scaled from a topographic map and have
 HE0021.an estimated accuracy of +/- 6 seconds.
 HE0021
 HE0021.The orthometric height was determined by differential leveling
 HE0021.and adjusted by the National Geodetic Survey in June 1991..
 HE0021.WARNING-Repeat measurements at this control monument indicate possible
 HE0021.vertical movement.
 HE0021
 HE0021.The geoid height was determined by GEOID03.
 HE0021
 HE0021.The dynamic height is computed by dividing the NAVD 88
 HE0021.geopotential number by the normal gravity value computed on the
 HE0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0021.degrees latitude (g = 980.6199 gals.).
 HE0021
 HE0021.The modeled gravity was interpolated from observed gravity values.
 HE0021
 HE0021;                    North         East    Units  Estimated Accuracy
 HE0021;SPC MO W     -   185,490.      862,760.      MT  (+/- 180 meters Scaled)
 HE0021
 HE0021                          SUPERSEDED SURVEY CONTROL
 HE0021
 HE0021  NGVD 29 (??/??/92)  266.563  (m)          874.55   (f) ADJ UNCH    1 2
 HE0021
 HE0021.Superseded values are not recommended for survey control.
 HE0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0021.See file dsdata.txt to determine how the superseded data were derived.
 HE0021
 HE0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB807887(NAD 83)
 HE0021_MARKER: DB = BENCH MARK DISK
 HE0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0021_STAMPING: J 106 1934
 HE0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0021+STABILITY: SURFACE MOTION
 HE0021
 HE0021  HISTORY     - Date     Condition        Report By
 HE0021  HISTORY     - 1934     MONUMENTED       CGS
 HE0021  HISTORY     - 1963     GOOD             NGS
 HE0021
 HE0021                          STATION DESCRIPTION
 HE0021
 HE0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0021'0.2 MI E FROM NEVADA.
 HE0021'ABOUT 0.15 MILE EAST ALONG EAST CHERRY STREET FROM THE COURTHOUSE
 HE0021'AT NEVADA, AT THE NORTHEAST CORNER OF A PARKING LOT, 35 FEET
 HE0021'SOUTH OF THE CENTER LINE OF EAST CHERRY STREET, 29 FEET WEST OF
 HE0021'THE NORTHWEST CORNER OF THE NEW POST OFFICE BUILDING, 26 FEET
 HE0021'EAST OF THE CENTER LINE OF THE NORTH ENTRANCE TO THE PARKING
 HE0021'LOT WHICH IS NOW OPERATED BY SEARS ROEBUCK AND COMPANY, 1.6
 HE0021'FEET SOUTHWEST OF THE WEST POST OF A PARKING LOT SIGN, 4.7 FEET
 HE0021'SOUTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK, ABOUT LEVEL
 HE0021'WITH A CONCRETE CURB WHICH EXTENDS BOTH DIRECTIONS FROM THE
 HE0021'MARK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, AND IN THE
 HE0021'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0343 ***********************************************************************
 HE0343  DESIGNATION -  J 107
 HE0343  PID         -  HE0343
 HE0343  STATE/COUNTY-  MO/BARTON
 HE0343  USGS QUAD   -  LIBERAL (1991)
 HE0343
 HE0343                         *CURRENT SURVEY CONTROL
 HE0343  ___________________________________________________________________
 HE0343* NAD 83(1986)-  37 33 34.     (N)    094 31 27.     (W)     SCALED    
 HE0343* NAVD 88     -       273.261  (meters)     896.52   (feet)  ADJUSTED  
 HE0343  ___________________________________________________________________
 HE0343  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HE0343  DYNAMIC HT  -         273.048 (meters)     895.83  (feet)  COMP
 HE0343  MODELED GRAV-     979,841.8   (mgal)                       NAVD 88
 HE0343
 HE0343  VERT ORDER  -  SECOND    CLASS 0
 HE0343
 HE0343.The horizontal coordinates were scaled from a topographic map and have
 HE0343.an estimated accuracy of +/- 6 seconds.
 HE0343
 HE0343.The orthometric height was determined by differential leveling
 HE0343.and adjusted by the National Geodetic Survey in June 1991..
 HE0343
 HE0343.The geoid height was determined by GEOID03.
 HE0343
 HE0343.The dynamic height is computed by dividing the NAVD 88
 HE0343.geopotential number by the normal gravity value computed on the
 HE0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0343.degrees latitude (g = 980.6199 gals.).
 HE0343
 HE0343.The modeled gravity was interpolated from observed gravity values.
 HE0343
 HE0343;                    North         East    Units  Estimated Accuracy
 HE0343;SPC MO W     -   154,560.      847,870.      MT  (+/- 180 meters Scaled)
 HE0343
 HE0343                          SUPERSEDED SURVEY CONTROL
 HE0343
 HE0343  NGVD 29 (??/??/92)  273.146  (m)          896.15   (f) ADJ UNCH    2 0
 HE0343
 HE0343.Superseded values are not recommended for survey control.
 HE0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0343.See file dsdata.txt to determine how the superseded data were derived.
 HE0343
 HE0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB653580(NAD 83)
 HE0343_MARKER: DB = BENCH MARK DISK
 HE0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0343_STAMPING: J 107 1934
 HE0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0343+STABILITY: SURFACE MOTION
 HE0343
 HE0343  HISTORY     - Date     Condition        Report By
 HE0343  HISTORY     - 1934     MONUMENTED       CGS
 HE0343  HISTORY     - 1941     GOOD             NGS
 HE0343
 HE0343                          STATION DESCRIPTION
 HE0343
 HE0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HE0343'0.3 MI W FROM LIBERAL.
 HE0343'0.3 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0343'THE STATION AT LIBERAL, BARTON COUNTY, AT THE JUNCTION OF THE
 HE0343'MISSOURI PACIFIC RAILROAD, 47 FEET SOUTH OF THE CENTERLINE
 HE0343'OF THE ST. LOUIS-SAN FRANCISCO RAILWAY MAIN TRACK, 33 FEET
 HE0343'WEST OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD MAIN
 HE0343'TRACK, AND 4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HE0343'TOWER.  A STANDARD DISK, STAMPED J 107 1934 AND SET IN THE
 HE0343'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0027 ***********************************************************************
 GG0027  DESIGNATION -  J 108
 GG0027  PID         -  GG0027
 GG0027  STATE/COUNTY-  MO/MCDONALD
 GG0027  USGS QUAD   -  ANDERSON (1982)
 GG0027
 GG0027                         *CURRENT SURVEY CONTROL
 GG0027  ___________________________________________________________________
 GG0027* NAD 83(1986)-  36 41 53.     (N)    094 25 54.     (W)     SCALED    
 GG0027* NAVD 88     -       305.084  (meters)    1000.93   (feet)  ADJUSTED  
 GG0027  ___________________________________________________________________
 GG0027  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GG0027  DYNAMIC HT  -         304.827 (meters)    1000.09  (feet)  COMP
 GG0027  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 GG0027
 GG0027  VERT ORDER  -  SECOND    CLASS 0
 GG0027
 GG0027.The horizontal coordinates were scaled from a topographic map and have
 GG0027.an estimated accuracy of +/- 6 seconds.
 GG0027
 GG0027.The orthometric height was determined by differential leveling
 GG0027.and adjusted by the National Geodetic Survey in June 1991..
 GG0027
 GG0027.The geoid height was determined by GEOID03.
 GG0027
 GG0027.The dynamic height is computed by dividing the NAVD 88
 GG0027.geopotential number by the normal gravity value computed on the
 GG0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0027.degrees latitude (g = 980.6199 gals.).
 GG0027
 GG0027.The modeled gravity was interpolated from observed gravity values.
 GG0027
 GG0027;                    North         East    Units  Estimated Accuracy
 GG0027;SPC MO W     -    58,970.      856,110.      MT  (+/- 180 meters Scaled)
 GG0027
 GG0027                          SUPERSEDED SURVEY CONTROL
 GG0027
 GG0027  NGVD 29 (??/??/92)  304.964  (m)         1000.54   (f) ADJ UNCH    2 0
 GG0027
 GG0027.Superseded values are not recommended for survey control.
 GG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0027.See file dsdata.txt to determine how the superseded data were derived.
 GG0027
 GG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA721623(NAD 83)
 GG0027_MARKER: DB = BENCH MARK DISK
 GG0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0027_STAMPING: J 108 1935
 GG0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0027+STABILITY: SURFACE MOTION
 GG0027
 GG0027  HISTORY     - Date     Condition        Report By
 GG0027  HISTORY     - 1935     MONUMENTED       CGS
 GG0027  HISTORY     - 20060308 MARK NOT FOUND   MODNR
 GG0027
 GG0027                          STATION DESCRIPTION
 GG0027
 GG0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0027'3.6 MI S FROM GOODMAN.
 GG0027'3.6 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 GG0027'GOODMAN, MC DONALD COUNTY, 20 RAILS SOUTH OF MILEPOST 188, 40
 GG0027'FEET NORTH OF THE STATION SIGN AT ELLIFF, AT A ROAD CROSSING,
 GG0027'40 FEET NORTH OF THE ROAD, AND 40 FEET WEST OF THE TRACK.  A
 GG0027'STANDARD DISK, STAMPED J 108 1935 AND SET IN THE TOP OF A CONCRETE
 GG0027'POST.
 GG0027
 GG0027                          STATION RECOVERY (2006)
 GG0027
 GG0027'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0607 ***********************************************************************
 GF0607  DESIGNATION -  J 109
 GF0607  PID         -  GF0607
 GF0607  STATE/COUNTY-  MO/BARRY
 GF0607  USGS QUAD   -  EXETER (1974)
 GF0607
 GF0607                         *CURRENT SURVEY CONTROL
 GF0607  ___________________________________________________________________
 GF0607* NAD 83(1986)-  36 39 56.     (N)    093 58 53.     (W)     SCALED    
 GF0607* NAVD 88     -       460.477  (meters)    1510.75   (feet)  ADJUSTED  
 GF0607  ___________________________________________________________________
 GF0607  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GF0607  DYNAMIC HT  -         460.081 (meters)    1509.45  (feet)  COMP
 GF0607  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 GF0607
 GF0607  VERT ORDER  -  SECOND    CLASS 0
 GF0607
 GF0607.The horizontal coordinates were scaled from a topographic map and have
 GF0607.an estimated accuracy of +/- 6 seconds.
 GF0607
 GF0607.The orthometric height was determined by differential leveling
 GF0607.and adjusted by the National Geodetic Survey in June 1991..
 GF0607
 GF0607.The geoid height was determined by GEOID03.
 GF0607
 GF0607.The dynamic height is computed by dividing the NAVD 88
 GF0607.geopotential number by the normal gravity value computed on the
 GF0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0607.degrees latitude (g = 980.6199 gals.).
 GF0607
 GF0607.The modeled gravity was interpolated from observed gravity values.
 GF0607
 GF0607;                    North         East    Units  Estimated Accuracy
 GF0607;SPC MO W     -    55,480.      896,360.      MT  (+/- 180 meters Scaled)
 GF0607
 GF0607                          SUPERSEDED SURVEY CONTROL
 GF0607
 GF0607  NGVD 29 (??/??/92)  460.320  (m)         1510.23   (f) ADJ UNCH    2 0
 GF0607
 GF0607.Superseded values are not recommended for survey control.
 GF0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0607.See file dsdata.txt to determine how the superseded data were derived.
 GF0607
 GF0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA122582(NAD 83)
 GF0607_MARKER: DB = BENCH MARK DISK
 GF0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0607_STAMPING: J 109 1935
 GF0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0607+STABILITY: SURFACE MOTION
 GF0607
 GF0607  HISTORY     - Date     Condition        Report By
 GF0607  HISTORY     - 1935     MONUMENTED       CGS
 GF0607  HISTORY     - 1974     MARK NOT FOUND   USGS
 GF0607
 GF0607                          STATION DESCRIPTION
 GF0607
 GF0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0607'2 MI W FROM WAYNE.
 GF0607'2 MILES WEST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY
 GF0607'FROM WAYNE, BARRY COUNTY, 0.3 MILE EAST OF MILEPOST 49, 200
 GF0607'FEET SOUTH OF DISTRICT 61 SCHOOLHOUSE, 100 FEET EAST OF A ROAD
 GF0607'CROSSING, AND 40 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 GF0607'STAMPED J 109 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GF0607
 GF0607                          STATION RECOVERY (1974)
 GF0607
 GF0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GF0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0332 ***********************************************************************
 KD0332  DESIGNATION -  J 11
 KD0332  PID         -  KD0332
 KD0332  STATE/COUNTY-  MO/CHARITON
 KD0332  USGS QUAD   -  SUMNER (1979)
 KD0332
 KD0332                         *CURRENT SURVEY CONTROL
 KD0332  ___________________________________________________________________
 KD0332* NAD 83(1986)-  39 40 28.     (N)    093 13 40.     (W)     SCALED    
 KD0332* NAVD 88     -       209.425  (meters)     687.09   (feet)  ADJUSTED  
 KD0332  ___________________________________________________________________
 KD0332  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KD0332  DYNAMIC HT  -         209.306 (meters)     686.70  (feet)  COMP
 KD0332  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 KD0332
 KD0332  VERT ORDER  -  FIRST     CLASS II
 KD0332
 KD0332.The horizontal coordinates were scaled from a topographic map and have
 KD0332.an estimated accuracy of +/- 6 seconds.
 KD0332
 KD0332.The orthometric height was determined by differential leveling
 KD0332.and adjusted by the National Geodetic Survey in June 1991..
 KD0332
 KD0332.The geoid height was determined by GEOID03.
 KD0332
 KD0332.The dynamic height is computed by dividing the NAVD 88
 KD0332.geopotential number by the normal gravity value computed on the
 KD0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0332.degrees latitude (g = 980.6199 gals.).
 KD0332
 KD0332.The modeled gravity was interpolated from observed gravity values.
 KD0332
 KD0332;                    North         East    Units  Estimated Accuracy
 KD0332;SPC MO C     -   426,560.      437,560.      MT  (+/- 180 meters Scaled)
 KD0332
 KD0332                          SUPERSEDED SURVEY CONTROL
 KD0332
 KD0332  NGVD 29 (??/??/92)  209.390  (m)          686.97   (f) ADJ UNCH    1 2
 KD0332
 KD0332.Superseded values are not recommended for survey control.
 KD0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0332.See file dsdata.txt to determine how the superseded data were derived.
 KD0332
 KD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD804916(NAD 83)
 KD0332_MARKER: DB = BENCH MARK DISK
 KD0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0332_STAMPING: 686.688 J 11 1930
 KD0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0332+STABILITY: SURFACE MOTION
 KD0332
 KD0332  HISTORY     - Date     Condition        Report By
 KD0332  HISTORY     - 1930     MONUMENTED       CGS
 KD0332  HISTORY     - 1949     GOOD             NGS
 KD0332
 KD0332                          STATION DESCRIPTION
 KD0332
 KD0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KD0332'1.5 MI N FROM SUMNER.
 KD0332'1-1/2 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KD0332'RAILROAD FROM THE STATION AT SUMNER, 0.5 MILE SOUTH OF MILEPOST
 KD0332'190, AT A ROAD CROSSING, 50 FEET WEST OF THE TRACK, 15 FEET
 KD0332'NORTH OF THE ROAD, AND AT A FENCE LINE.  A STANDARD DISK, STAMPED
 KD0332'686.688 J 11 1930 AND SET IN THE TOP OF A CONCRETE POST
 KD0332'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0634 ***********************************************************************
 JE0634  DESIGNATION -  J 11 B 1
 JE0634  PID         -  JE0634
 JE0634  STATE/COUNTY-  MO/BATES
 JE0634  USGS QUAD   -  PLEASANT GAP (1961)
 JE0634
 JE0634                         *CURRENT SURVEY CONTROL
 JE0634  ___________________________________________________________________
 JE0634* NAD 83(1986)-  38 14 03.     (N)    094 08 54.     (W)     SCALED    
 JE0634* NAVD 88     -       284.402  (meters)     933.08   (feet)  ADJUSTED  
 JE0634  ___________________________________________________________________
 JE0634  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0634  DYNAMIC HT  -         284.195 (meters)     932.40  (feet)  COMP
 JE0634  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 JE0634
 JE0634  VERT ORDER  -  SECOND    CLASS 0
 JE0634
 JE0634.The horizontal coordinates were scaled from a topographic map and have
 JE0634.an estimated accuracy of +/- 6 seconds.
 JE0634
 JE0634.The orthometric height was determined by differential leveling
 JE0634.and adjusted by the National Geodetic Survey in June 1991..
 JE0634
 JE0634.The geoid height was determined by GEOID03.
 JE0634
 JE0634.The dynamic height is computed by dividing the NAVD 88
 JE0634.geopotential number by the normal gravity value computed on the
 JE0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0634.degrees latitude (g = 980.6199 gals.).
 JE0634
 JE0634.The modeled gravity was interpolated from observed gravity values.
 JE0634
 JE0634;                    North         East    Units  Estimated Accuracy
 JE0634;SPC MO W     -   229,500.      880,790.      MT  (+/- 180 meters Scaled)
 JE0634
 JE0634                          SUPERSEDED SURVEY CONTROL
 JE0634
 JE0634  NGVD 29 (??/??/92)  284.29   (m)          932.7    (f) COMPUTED    2 0
 JE0634
 JE0634.Superseded values are not recommended for survey control.
 JE0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0634.See file dsdata.txt to determine how the superseded data were derived.
 JE0634
 JE0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC994324(NAD 83)
 JE0634_MARKER: DZ = AZIMUTH MARK DISK
 JE0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0634+STABILITY: SURFACE MOTION
 JE0634
 JE0634  HISTORY     - Date     Condition        Report By
 JE0634  HISTORY     - UNK      MONUMENTED       DOD
 JE0634  HISTORY     - 1963     GOOD             NGS
 JE0634
 JE0634                          STATION DESCRIPTION
 JE0634
 JE0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0634'4 MI SW FROM SPRUCE.
 JE0634'ABOUT 0.3 MILE WEST ALONG STATE ROAD H FROM THE PRESBYTERIAN CHURCH
 JE0634'AT SPURCE, THENCE 3.2 MILES SOUTHWEST ALONG A WINDING GRAVELED
 JE0634'ROAD, THENCE 0.55 MILE EAST ALONG A GRAVELED ROAD, ABOUT 0.1 MILE
 JE0634'WEST OF A BARN, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JE0634'1 1/2 FEET SOUTH OF A FENCE, AND THE TOP SURFACE OVER THE CENTER
 JE0634'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP
 JE0634'OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH
 JE0634'AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0633 ***********************************************************************
 JE0633  DESIGNATION -  J 11 B 2
 JE0633  PID         -  JE0633
 JE0633  STATE/COUNTY-  MO/BATES
 JE0633  USGS QUAD   -  PLEASANT GAP (1961)
 JE0633
 JE0633                         *CURRENT SURVEY CONTROL
 JE0633  ___________________________________________________________________
 JE0633* NAD 83(1986)-  38 13 53.     (N)    094 08 47.     (W)     SCALED    
 JE0633* NAVD 88     -       292.635  (meters)     960.09   (feet)  ADJUSTED  
 JE0633  ___________________________________________________________________
 JE0633  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0633  DYNAMIC HT  -         292.423 (meters)     959.39  (feet)  COMP
 JE0633  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 JE0633
 JE0633  VERT ORDER  -  SECOND    CLASS 0
 JE0633
 JE0633.The horizontal coordinates were scaled from a topographic map and have
 JE0633.an estimated accuracy of +/- 6 seconds.
 JE0633
 JE0633.The orthometric height was determined by differential leveling
 JE0633.and adjusted by the National Geodetic Survey in June 1991..
 JE0633
 JE0633.The geoid height was determined by GEOID03.
 JE0633
 JE0633.The dynamic height is computed by dividing the NAVD 88
 JE0633.geopotential number by the normal gravity value computed on the
 JE0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0633.degrees latitude (g = 980.6199 gals.).
 JE0633
 JE0633.The modeled gravity was interpolated from observed gravity values.
 JE0633
 JE0633;                    North         East    Units  Estimated Accuracy
 JE0633;SPC MO W     -   229,190.      880,960.      MT  (+/- 180 meters Scaled)
 JE0633
 JE0633                          SUPERSEDED SURVEY CONTROL
 JE0633
 JE0633  NGVD 29 (??/??/92)  292.53   (m)          959.7    (f) COMPUTED    2 0
 JE0633
 JE0633.Superseded values are not recommended for survey control.
 JE0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0633.See file dsdata.txt to determine how the superseded data were derived.
 JE0633
 JE0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC996321(NAD 83)
 JE0633_MARKER: DZ = AZIMUTH MARK DISK
 JE0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0633+STABILITY: SURFACE MOTION
 JE0633
 JE0633  HISTORY     - Date     Condition        Report By
 JE0633  HISTORY     - UNK      MONUMENTED       DOD
 JE0633  HISTORY     - 1963     GOOD             NGS
 JE0633
 JE0633                          STATION DESCRIPTION
 JE0633
 JE0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0633'4.3 MI SW FROM SPRUCE.
 JE0633'ABOUT 0.3 MILE WEST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0633'CHURCH AT SPRUCE, THENCE 3.2 MILES SOUTHWEST ALONG A WINDING
 JE0633'GRAVELED ROAD, THENCE 0.3 MILE SOUTH ACROSS COUNTRY TO THE TOP
 JE0633'OF A RIDGE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JE0633'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JE0633'CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0631 ***********************************************************************
 JE0631  DESIGNATION -  J 11 Z
 JE0631  PID         -  JE0631
 JE0631  STATE/COUNTY-  MO/BATES
 JE0631  USGS QUAD   -  PLEASANT GAP (1961)
 JE0631
 JE0631                         *CURRENT SURVEY CONTROL
 JE0631  ___________________________________________________________________
 JE0631* NAD 83(1986)-  38 13 44.     (N)    094 09 11.     (W)     SCALED    
 JE0631* NAVD 88     -       299.398  (meters)     982.27   (feet)  ADJUSTED  
 JE0631  ___________________________________________________________________
 JE0631  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0631  DYNAMIC HT  -         299.180 (meters)     981.56  (feet)  COMP
 JE0631  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 JE0631
 JE0631  VERT ORDER  -  SECOND    CLASS 0
 JE0631
 JE0631.The horizontal coordinates were scaled from a topographic map and have
 JE0631.an estimated accuracy of +/- 6 seconds.
 JE0631
 JE0631.The orthometric height was determined by differential leveling
 JE0631.and adjusted by the National Geodetic Survey in June 1991..
 JE0631
 JE0631.The geoid height was determined by GEOID03.
 JE0631
 JE0631.The dynamic height is computed by dividing the NAVD 88
 JE0631.geopotential number by the normal gravity value computed on the
 JE0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0631.degrees latitude (g = 980.6199 gals.).
 JE0631
 JE0631.The modeled gravity was interpolated from observed gravity values.
 JE0631
 JE0631;                    North         East    Units  Estimated Accuracy
 JE0631;SPC MO W     -   228,910.      880,380.      MT  (+/- 180 meters Scaled)
 JE0631
 JE0631                          SUPERSEDED SURVEY CONTROL
 JE0631
 JE0631  NGVD 29 (??/??/92)  299.29   (m)          981.9    (f) COMPUTED    2 0
 JE0631
 JE0631.Superseded values are not recommended for survey control.
 JE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0631.See file dsdata.txt to determine how the superseded data were derived.
 JE0631
 JE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC990318(NAD 83)
 JE0631_MARKER: DS = TRIANGULATION STATION DISK
 JE0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0631_STAMPING: J 11 Z 1963
 JE0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0631+STABILITY: SURFACE MOTION
 JE0631
 JE0631  HISTORY     - Date     Condition        Report By
 JE0631  HISTORY     - 1963     MONUMENTED       CGS
 JE0631
 JE0631                          STATION DESCRIPTION
 JE0631
 JE0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0631'4.2 MI SW FROM SPRUCE.
 JE0631'ABOUT 0.3 MILE WEST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0631'CHURCH AT SPRUCE, THENCE 3.6 MILES SOUTHWEST ALONG A WINDING
 JE0631'GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG AN EAST-WEST FENCE
 JE0631'LINE TO A JUNCTION WITH A NORTH-SOUTH FENCE, 18 FEET NORTH OF
 JE0631'THE CENTER OF A GATE, 25 FEET NORTH OF AN EAST-WEST FENCE, 6 FEET
 JE0631'WEST OF A NORTH-SOUTH FENCE, 32 FEET SOUTH OF A 10 INCH ELM
 JE0631'TREE, 9.6 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN
 JE0631'THE TOP OF A CONCRETE POST WHICH IS 1 FOOT BELOW THE SURFACE
 JE0631'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0632 ***********************************************************************
 JE0632  DESIGNATION -  J 11 Z RM 1
 JE0632  PID         -  JE0632
 JE0632  STATE/COUNTY-  MO/BATES
 JE0632  USGS QUAD   -  PLEASANT GAP (1961)
 JE0632
 JE0632                         *CURRENT SURVEY CONTROL
 JE0632  ___________________________________________________________________
 JE0632* NAD 83(1986)-  38 13 45.     (N)    094 09 11.     (W)     SCALED    
 JE0632* NAVD 88     -       299.438  (meters)     982.41   (feet)  ADJUSTED  
 JE0632  ___________________________________________________________________
 JE0632  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0632  DYNAMIC HT  -         299.221 (meters)     981.69  (feet)  COMP
 JE0632  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 JE0632
 JE0632  VERT ORDER  -  SECOND    CLASS 0
 JE0632
 JE0632.The horizontal coordinates were scaled from a topographic map and have
 JE0632.an estimated accuracy of +/- 6 seconds.
 JE0632
 JE0632.The orthometric height was determined by differential leveling
 JE0632.and adjusted by the National Geodetic Survey in June 1991..
 JE0632
 JE0632.The geoid height was determined by GEOID03.
 JE0632
 JE0632.The dynamic height is computed by dividing the NAVD 88
 JE0632.geopotential number by the normal gravity value computed on the
 JE0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0632.degrees latitude (g = 980.6199 gals.).
 JE0632
 JE0632.The modeled gravity was interpolated from observed gravity values.
 JE0632
 JE0632;                    North         East    Units  Estimated Accuracy
 JE0632;SPC MO W     -   228,940.      880,380.      MT  (+/- 180 meters Scaled)
 JE0632
 JE0632                          SUPERSEDED SURVEY CONTROL
 JE0632
 JE0632  NGVD 29 (??/??/92)  299.33   (m)          982.1    (f) COMPUTED    2 0
 JE0632
 JE0632.Superseded values are not recommended for survey control.
 JE0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0632.See file dsdata.txt to determine how the superseded data were derived.
 JE0632
 JE0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC990318(NAD 83)
 JE0632_MARKER: DR = REFERENCE MARK DISK
 JE0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0632_STAMPING: J 11 Z NO 1 1963
 JE0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0632+STABILITY: SURFACE MOTION
 JE0632
 JE0632  HISTORY     - Date     Condition        Report By
 JE0632  HISTORY     - 1963     MONUMENTED       CGS
 JE0632
 JE0632                          STATION DESCRIPTION
 JE0632
 JE0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0632'4.2 MI SW FROM SPRUCE.
 JE0632'ABOUT 0.3 MILE WEST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0632'CHURCH AT SPRUCE, THENCE 3.6 MILES SOUTHWEST ALONG A WINDING
 JE0632'GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG AN EAST-WEST FENCE LINE
 JE0632'TO A JUNCTION WITH A NORTH-SOUTH FENCE, 55 FEET NORTH OF THE
 JE0632'CENTER OF A GATE, 5 FEET NORTH OF A 10 INCH ELM TREE, 1 FOOT
 JE0632'WEST OF A FENCE, 37.5 FEET NORTH OF J 11 Z 1963, 25.5 FEET
 JE0632'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JE0632'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0630 ***********************************************************************
 JE0630  DESIGNATION -  J 11 Z RM 2
 JE0630  PID         -  JE0630
 JE0630  STATE/COUNTY-  MO/BATES
 JE0630  USGS QUAD   -  PLEASANT GAP (1961)
 JE0630
 JE0630                         *CURRENT SURVEY CONTROL
 JE0630  ___________________________________________________________________
 JE0630* NAD 83(1986)-  38 13 44.     (N)    094 09 11.     (W)     SCALED    
 JE0630* NAVD 88     -       299.881  (meters)     983.86   (feet)  ADJUSTED  
 JE0630  ___________________________________________________________________
 JE0630  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0630  DYNAMIC HT  -         299.663 (meters)     983.14  (feet)  COMP
 JE0630  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 JE0630
 JE0630  VERT ORDER  -  SECOND    CLASS 0
 JE0630
 JE0630.The horizontal coordinates were scaled from a topographic map and have
 JE0630.an estimated accuracy of +/- 6 seconds.
 JE0630
 JE0630.The orthometric height was determined by differential leveling
 JE0630.and adjusted by the National Geodetic Survey in June 1991..
 JE0630
 JE0630.The geoid height was determined by GEOID03.
 JE0630
 JE0630.The dynamic height is computed by dividing the NAVD 88
 JE0630.geopotential number by the normal gravity value computed on the
 JE0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0630.degrees latitude (g = 980.6199 gals.).
 JE0630
 JE0630.The modeled gravity was interpolated from observed gravity values.
 JE0630
 JE0630;                    North         East    Units  Estimated Accuracy
 JE0630;SPC MO W     -   228,910.      880,380.      MT  (+/- 180 meters Scaled)
 JE0630
 JE0630                          SUPERSEDED SURVEY CONTROL
 JE0630
 JE0630  NGVD 29 (??/??/92)  299.77   (m)          983.5    (f) COMPUTED    2 0
 JE0630
 JE0630.Superseded values are not recommended for survey control.
 JE0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0630.See file dsdata.txt to determine how the superseded data were derived.
 JE0630
 JE0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC990318(NAD 83)
 JE0630_MARKER: DR = REFERENCE MARK DISK
 JE0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0630_STAMPING: J 11 Z NO 2 1963
 JE0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0630+STABILITY: SURFACE MOTION
 JE0630
 JE0630  HISTORY     - Date     Condition        Report By
 JE0630  HISTORY     - 1963     MONUMENTED       CGS
 JE0630
 JE0630                          STATION DESCRIPTION
 JE0630
 JE0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0630'4.2 MI SW FROM SPRUCE.
 JE0630'ABOUT 0.3 MILE WEST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0630'CHURCH AT SPRUCE, THENCE 3.6 MILES SOUTHWEST ALONG A WINDING
 JE0630'GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG AN EAST-WEST FENCE
 JE0630'LINE TO A JUNCTION WITH A NORTH-SOUTH FENCE, 35 FEET WEST OF THE
 JE0630'FENCE JUNCTION, 39.2 FEET SOUTHWEST OF J 11 Z 1963, 1 FOOT NORTH
 JE0630'OF AN EAST-WEST FENCE, 48.3 FEET SOUTHWEST OF A METAL WITNESS
 JE0630'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 JE0630'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0503 ***********************************************************************
 HD0503  DESIGNATION -  J 110
 HD0503  PID         -  HD0503
 HD0503  STATE/COUNTY-  MO/DALLAS
 HD0503  USGS QUAD   -  URBANA (1950)
 HD0503
 HD0503                         *CURRENT SURVEY CONTROL
 HD0503  ___________________________________________________________________
 HD0503* NAD 83(1986)-  37 45 27.     (N)    093 08 23.     (W)     SCALED    
 HD0503* NAVD 88     -       354.728  (meters)    1163.80   (feet)  ADJUSTED  
 HD0503  ___________________________________________________________________
 HD0503  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HD0503  DYNAMIC HT  -         354.461 (meters)    1162.93  (feet)  COMP
 HD0503  MODELED GRAV-     979,867.0   (mgal)                       NAVD 88
 HD0503
 HD0503  VERT ORDER  -  SECOND    CLASS 0
 HD0503
 HD0503.The horizontal coordinates were scaled from a topographic map and have
 HD0503.an estimated accuracy of +/- 6 seconds.
 HD0503
 HD0503.The orthometric height was determined by differential leveling
 HD0503.and adjusted by the National Geodetic Survey in June 1991..
 HD0503
 HD0503.The geoid height was determined by GEOID03.
 HD0503
 HD0503.The dynamic height is computed by dividing the NAVD 88
 HD0503.geopotential number by the normal gravity value computed on the
 HD0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0503.degrees latitude (g = 980.6199 gals.).
 HD0503
 HD0503.The modeled gravity was interpolated from observed gravity values.
 HD0503
 HD0503;                    North         East    Units  Estimated Accuracy
 HD0503;SPC MO C     -   213,710.      443,630.      MT  (+/- 180 meters Scaled)
 HD0503
 HD0503                          SUPERSEDED SURVEY CONTROL
 HD0503
 HD0503  NGVD 29 (??/??/92)  354.610  (m)         1163.42   (f) ADJ UNCH    2 0
 HD0503
 HD0503.Superseded values are not recommended for survey control.
 HD0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0503.See file dsdata.txt to determine how the superseded data were derived.
 HD0503
 HD0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB876789(NAD 83)
 HD0503_MARKER: DB = BENCH MARK DISK
 HD0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0503_STAMPING: J 110 1935
 HD0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0503+STABILITY: SURFACE MOTION
 HD0503
 HD0503  HISTORY     - Date     Condition        Report By
 HD0503  HISTORY     - 1935     MONUMENTED       CGS
 HD0503  HISTORY     - 1950     MARK NOT FOUND   NGS
 HD0503
 HD0503                          STATION DESCRIPTION
 HD0503
 HD0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HD0503'AT LOUISBURG.
 HD0503'AT LOUISBURG, DALLAS COUNTY, ON U.S. HIGHWAY 65, 350 FEET NORTH
 HD0503'OF THE LOUISBURG SERVICE STATION, AT A ROAD INTERSECTION,
 HD0503'105 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 38 FEET EAST
 HD0503'OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET EAST OF A FENCE
 HD0503'CORNER.  A STANDARD DISK, STAMPED J 110 1935 AND SET IN THE TOP
 HD0503'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0678 ***********************************************************************
 HD0678  DESIGNATION -  J 111 RESET
 HD0678  PID         -  HD0678
 HD0678  STATE/COUNTY-  MO/GREENE
 HD0678  USGS QUAD   -  SPRINGFIELD (1975)
 HD0678
 HD0678                         *CURRENT SURVEY CONTROL
 HD0678  ___________________________________________________________________
 HD0678* NAD 83(1986)-  37 13 57.     (N)    093 15 41.     (W)     SCALED    
 HD0678* NAVD 88     -       414.45   (meters)    1359.7    (feet)  RESET     
 HD0678  ___________________________________________________________________
 HD0678  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HD0678
 HD0678  VERT ORDER  -  THIRD
 HD0678
 HD0678.The horizontal coordinates were scaled from a topographic map and have
 HD0678.an estimated accuracy of +/- 6 seconds.
 HD0678
 HD0678.The orthometric height was computed from unverified reset data.
 HD0678
 HD0678.The geoid height was determined by GEOID03.
 HD0678
 HD0678;                    North         East    Units  Estimated Accuracy
 HD0678;SPC MO C     -   155,530.      432,440.      MT  (+/- 180 meters Scaled)
 HD0678
 HD0678                          SUPERSEDED SURVEY CONTROL
 HD0678
 HD0678  NGVD 29 (??/??/??)  413.32   (m)         1356.0    (f) RESET       3  
 HD0678
 HD0678.Superseded values are not recommended for survey control.
 HD0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0678.See file dsdata.txt to determine how the superseded data were derived.
 HD0678
 HD0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB768206(NAD 83)
 HD0678_MARKER: DB = BENCH MARK DISK
 HD0678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0678_SP_SET: ABUTMENT
 HD0678_STAMPING: J 111 RESET 1959
 HD0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0678
 HD0678  HISTORY     - Date     Condition        Report By
 HD0678  HISTORY     - 1959     MONUMENTED       MOHC
 HD0678  HISTORY     - 1960     GOOD             NGS
 HD0678
 HD0678                          STATION DESCRIPTION
 HD0678
 HD0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HD0678'0.5 MI E FROM SPRINGFIELD.
 HD0678'THIS MARK IS LOCATED AT ABOUT 0.5 MILE EAST ALONG THE ST. LOUIS-SAN
 HD0678'FRANCISCO RAILWAY FROM THE EASTERN JUNCTION NEAR SPRINGFIELD,
 HD0678'GREENE COUNTY, AT BRIDGE 236.3 OVER U.S. HIGHWAYS 65 AND 66,
 HD0678'ON TOP OF THE NORTHWEST ABUTMENT WING OF OVERPASS BRIDGE,
 HD0678'AND 32 FEET RIGHT OF FRISCO MAIN LINE STATION 12489+23.75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0465 ***********************************************************************
 HD0465  DESIGNATION -  J 112
 HD0465  PID         -  HD0465
 HD0465  STATE/COUNTY-  MO/LACLEDE
 HD0465  USGS QUAD   -  BRUSH CREEK (1979)
 HD0465
 HD0465                         *CURRENT SURVEY CONTROL
 HD0465  ___________________________________________________________________
 HD0465* NAD 83(1986)-  37 36 30.     (N)    092 43 36.     (W)     SCALED    
 HD0465* NAVD 88     -       406.884  (meters)    1334.92   (feet)  ADJUSTED  
 HD0465  ___________________________________________________________________
 HD0465  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HD0465  DYNAMIC HT  -         406.569 (meters)    1333.89  (feet)  COMP
 HD0465  MODELED GRAV-     979,843.1   (mgal)                       NAVD 88
 HD0465
 HD0465  VERT ORDER  -  SECOND    CLASS 0
 HD0465
 HD0465.The horizontal coordinates were scaled from a topographic map and have
 HD0465.an estimated accuracy of +/- 6 seconds.
 HD0465
 HD0465.The orthometric height was determined by differential leveling
 HD0465.and adjusted by the National Geodetic Survey in June 1991..
 HD0465
 HD0465.The geoid height was determined by GEOID03.
 HD0465
 HD0465.The dynamic height is computed by dividing the NAVD 88
 HD0465.geopotential number by the normal gravity value computed on the
 HD0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0465.degrees latitude (g = 980.6199 gals.).
 HD0465
 HD0465.The modeled gravity was interpolated from observed gravity values.
 HD0465
 HD0465;                    North         East    Units  Estimated Accuracy
 HD0465;SPC MO C     -   196,990.      479,990.      MT  (+/- 180 meters Scaled)
 HD0465
 HD0465                          SUPERSEDED SURVEY CONTROL
 HD0465
 HD0465  NGVD 29 (??/??/92)  406.769  (m)         1334.54   (f) ADJ UNCH    2 0
 HD0465
 HD0465.Superseded values are not recommended for survey control.
 HD0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0465.See file dsdata.txt to determine how the superseded data were derived.
 HD0465
 HD0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB241623(NAD 83)
 HD0465_MARKER: DB = BENCH MARK DISK
 HD0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0465_STAMPING: J 112 1935
 HD0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0465+STABILITY: SURFACE MOTION
 HD0465
 HD0465  HISTORY     - Date     Condition        Report By
 HD0465  HISTORY     - 1935     MONUMENTED       CGS
 HD0465  HISTORY     - 1975     MARK NOT FOUND   USGS
 HD0465  HISTORY     - 1975     MARK NOT FOUND   USGS
 HD0465
 HD0465                          STATION DESCRIPTION
 HD0465
 HD0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0465'1 MI SW FROM BRUSH CREEK.
 HD0465'1.0 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0465'FROM THE STATION AT BRUSH CREEK, AT POLE 188/15, 10 RAILS EAST
 HD0465'OF BENCH MARK 1337.8 (USGS) DESCRIBED BELOW, AND 40 FEET SOUTH
 HD0465'OF THE TRACK.  A STANDARD DISK, STAMPED J 112 1935 AND SET IN
 HD0465'THE TOP OF A CONCRETE POST.
 HD0465
 HD0465                          STATION RECOVERY (1975)
 HD0465
 HD0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HD0465'MARK NOT FOUND.
 HD0465
 HD0465                          STATION RECOVERY (1975)
 HD0465
 HD0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HD0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0030 ***********************************************************************
 HD0030  DESIGNATION -  J 113
 HD0030  PID         -  HD0030
 HD0030  STATE/COUNTY-  MO/TEXAS
 HD0030  USGS QUAD   -  ROBY (1982)
 HD0030
 HD0030                         *CURRENT SURVEY CONTROL
 HD0030  ___________________________________________________________________
 HD0030* NAD 83(1986)-  37 30 46.     (N)    092 08 22.     (W)     SCALED    
 HD0030* NAVD 88     -       422.063  (meters)    1384.72   (feet)  ADJUSTED  
 HD0030  ___________________________________________________________________
 HD0030  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 HD0030  DYNAMIC HT  -         421.722 (meters)    1383.60  (feet)  COMP
 HD0030  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 HD0030
 HD0030  VERT ORDER  -  SECOND    CLASS 0
 HD0030
 HD0030.The horizontal coordinates were scaled from a topographic map and have
 HD0030.an estimated accuracy of +/- 6 seconds.
 HD0030
 HD0030.The orthometric height was determined by differential leveling
 HD0030.and adjusted by the National Geodetic Survey in June 1991..
 HD0030
 HD0030.The geoid height was determined by GEOID03.
 HD0030
 HD0030.The dynamic height is computed by dividing the NAVD 88
 HD0030.geopotential number by the normal gravity value computed on the
 HD0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0030.degrees latitude (g = 980.6199 gals.).
 HD0030
 HD0030.The modeled gravity was interpolated from observed gravity values.
 HD0030
 HD0030;                    North         East    Units  Estimated Accuracy
 HD0030;SPC MO C     -   186,420.      531,880.      MT  (+/- 180 meters Scaled)
 HD0030
 HD0030                          SUPERSEDED SURVEY CONTROL
 HD0030
 HD0030  NGVD 29 (??/??/92)  421.941  (m)         1384.32   (f) ADJ UNCH    2 0
 HD0030
 HD0030.Superseded values are not recommended for survey control.
 HD0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0030.See file dsdata.txt to determine how the superseded data were derived.
 HD0030
 HD0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB760521(NAD 83)
 HD0030_MARKER: DB = BENCH MARK DISK
 HD0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0030_STAMPING: J 113 1935
 HD0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0030+STABILITY: SURFACE MOTION
 HD0030
 HD0030  HISTORY     - Date     Condition        Report By
 HD0030  HISTORY     - 1935     MONUMENTED       CGS
 HD0030  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 HD0030
 HD0030                          STATION DESCRIPTION
 HD0030
 HD0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0030'0.2 MI SE FROM ROBY.
 HD0030'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 HD0030'STATE HIGHWAY 17 AT ROBY, TEXAS COUNTY, AT THE JUNCTION OF A
 HD0030'COUNTY ROAD LEADING SOUTH, 16 YARDS SOUTHWEST OF THE CENTERLINE
 HD0030'OF THE HIGHWAY, 12 YARDS EAST OF THE COUNTY ROAD, AND 1 YARD
 HD0030'NORTHEAST OF THE FENCE.  A STANDARD DISK, STAMPED J 113 1935 AND
 HD0030'SET ON THE TOP OF A CONCRETE POST.
 HD0030
 HD0030                          STATION RECOVERY (1984)
 HD0030
 HD0030'RECOVERY NOTE BY US POWER SQUADRON 1984 (DEM)
 HD0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0160 ***********************************************************************
 HC0160  DESIGNATION -  J 114
 HC0160  PID         -  HC0160
 HC0160  STATE/COUNTY-  MO/REYNOLDS
 HC0160  USGS QUAD   -  CLEARWATER DAM (1985)
 HC0160
 HC0160                         *CURRENT SURVEY CONTROL
 HC0160  ___________________________________________________________________
 HC0160* NAD 83(1986)-  37 08 20.     (N)    090 52 19.     (W)     SCALED    
 HC0160* NAVD 88     -       172.363  (meters)     565.49   (feet)  POSTED    
 HC0160  ___________________________________________________________________
 HC0160  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HC0160  DYNAMIC HT  -         172.230 (meters)     565.06  (feet)  COMP
 HC0160  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 HC0160
 HC0160  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0160
 HC0160.The horizontal coordinates were scaled from a topographic map and have
 HC0160.an estimated accuracy of +/- 6 seconds.
 HC0160
 HC0160.The orthometric height was determined by differential leveling
 HC0160.and adjusted by the National Geodetic Survey in 1992..
 HC0160.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0160.rate of 0.0 thru 1.0 mm/km.
 HC0160
 HC0160.The geoid height was determined by GEOID03.
 HC0160
 HC0160.The dynamic height is computed by dividing the NAVD 88
 HC0160.geopotential number by the normal gravity value computed on the
 HC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0160.degrees latitude (g = 980.6199 gals.).
 HC0160
 HC0160.The modeled gravity was interpolated from observed gravity values.
 HC0160
 HC0160;                    North         East    Units  Estimated Accuracy
 HC0160;SPC MO E     -   144,930.      216,960.      MT  (+/- 180 meters Scaled)
 HC0160
 HC0160                          SUPERSEDED SURVEY CONTROL
 HC0160
 HC0160  NGVD 29 (??/??/92)  172.33   (m)          565.4    (f) COMPUTED    2 0
 HC0160
 HC0160.Superseded values are not recommended for survey control.
 HC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0160.See file dsdata.txt to determine how the superseded data were derived.
 HC0160
 HC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB890124(NAD 83)
 HC0160_MARKER: DB = BENCH MARK DISK
 HC0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0160+STABILITY: SURFACE MOTION
 HC0160
 HC0160  HISTORY     - Date     Condition        Report By
 HC0160  HISTORY     - UNK      MONUMENTED       CGS
 HC0160  HISTORY     - 1935     GOOD             NGS
 HC0160
 HC0160                          STATION DESCRIPTION
 HC0160
 HC0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0160'6.7 MI N FROM GARWOOD.
 HC0160'SIX AND ONE HALF MILE NORTH GARWOOD 200 YDS. SOUTH MILE POLE-17,
 HC0160'10 FT. WEST TRACK, 20 FT. SOUTH CROSSING, AT RUSH SIGN BOARD,
 HC0160'FROM VAN BUREN TO STONE HILL, MO. (MOURISSI SOUTHERN)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0535 ***********************************************************************
 HC0535  DESIGNATION -  J 115
 HC0535  PID         -  HC0535
 HC0535  STATE/COUNTY-  MO/DENT
 HC0535  USGS QUAD   -  BUNKER (1985)
 HC0535
 HC0535                         *CURRENT SURVEY CONTROL
 HC0535  ___________________________________________________________________
 HC0535* NAD 83(1986)-  37 29 09.     (N)    091 13 28.     (W)     SCALED    
 HC0535* NAVD 88     -       400.350  (meters)    1313.48   (feet)  ADJUSTED  
 HC0535  ___________________________________________________________________
 HC0535  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 HC0535  DYNAMIC HT  -         400.029 (meters)    1312.43  (feet)  COMP
 HC0535  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 HC0535
 HC0535  VERT ORDER  -  SECOND    CLASS 0
 HC0535
 HC0535.The horizontal coordinates were scaled from a topographic map and have
 HC0535.an estimated accuracy of +/- 6 seconds.
 HC0535
 HC0535.The orthometric height was determined by differential leveling
 HC0535.and adjusted by the National Geodetic Survey in June 1991..
 HC0535
 HC0535.The geoid height was determined by GEOID03.
 HC0535
 HC0535.The dynamic height is computed by dividing the NAVD 88
 HC0535.geopotential number by the normal gravity value computed on the
 HC0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0535.degrees latitude (g = 980.6199 gals.).
 HC0535
 HC0535.The modeled gravity was interpolated from observed gravity values.
 HC0535
 HC0535;                    North         East    Units  Estimated Accuracy
 HC0535;SPC MO E     -   183,610.      185,930.      MT  (+/- 180 meters Scaled)
 HC0535
 HC0535                          SUPERSEDED SURVEY CONTROL
 HC0535
 HC0535  NGVD 29 (??/??/92)  400.298  (m)         1313.31   (f) ADJ UNCH    2 0
 HC0535
 HC0535.Superseded values are not recommended for survey control.
 HC0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0535.See file dsdata.txt to determine how the superseded data were derived.
 HC0535
 HC0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB569502(NAD 83)
 HC0535_MARKER: DB = BENCH MARK DISK
 HC0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0535_STAMPING: J 115 1935
 HC0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0535+STABILITY: SURFACE MOTION
 HC0535
 HC0535  HISTORY     - Date     Condition        Report By
 HC0535  HISTORY     - 1935     MONUMENTED       CGS
 HC0535
 HC0535                          STATION DESCRIPTION
 HC0535
 HC0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0535'2 MI NW FROM BUNKER.
 HC0535'IN DENT COUNTY, 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM
 HC0535'THE MISSOURI SOUTHERN RAILROAD STATION AT BUNKER, REYNOLDS
 HC0535'COUNTY, 70 FEET EAST OF A STATE GRAVEL PILE, 40 FEET SOUTH OF A
 HC0535'PINE TREE, AND 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 HC0535'A STANDARD DISK, STAMPED J 115 1935 AND SET IN THE TOP OF A
 HC0535'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0292 ***********************************************************************
 HC0292  DESIGNATION -  J 116
 HC0292  PID         -  HC0292
 HC0292  STATE/COUNTY-  MO/REYNOLDS
 HC0292  USGS QUAD   -  LESTERVILLE (1968)
 HC0292
 HC0292                         *CURRENT SURVEY CONTROL
 HC0292  ___________________________________________________________________
 HC0292* NAD 83(1986)-  37 27 24.     (N)    090 47 12.     (W)     SCALED    
 HC0292* NAVD 88     -       241.572  (meters)     792.56   (feet)  ADJUSTED  
 HC0292  ___________________________________________________________________
 HC0292  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 HC0292  DYNAMIC HT  -         241.386 (meters)     791.95  (feet)  COMP
 HC0292  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 HC0292
 HC0292  VERT ORDER  -  SECOND    CLASS 0
 HC0292
 HC0292.The horizontal coordinates were scaled from a topographic map and have
 HC0292.an estimated accuracy of +/- 6 seconds.
 HC0292
 HC0292.The orthometric height was determined by differential leveling
 HC0292.and adjusted by the National Geodetic Survey in June 1991..
 HC0292
 HC0292.The geoid height was determined by GEOID03.
 HC0292
 HC0292.The dynamic height is computed by dividing the NAVD 88
 HC0292.geopotential number by the normal gravity value computed on the
 HC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0292.degrees latitude (g = 980.6199 gals.).
 HC0292
 HC0292.The modeled gravity was interpolated from observed gravity values.
 HC0292
 HC0292;                    North         East    Units  Estimated Accuracy
 HC0292;SPC MO E     -   180,170.      224,640.      MT  (+/- 180 meters Scaled)
 HC0292
 HC0292                          SUPERSEDED SURVEY CONTROL
 HC0292
 HC0292  NGVD 29 (??/??/92)  241.558  (m)          792.51   (f) ADJ UNCH    2 0
 HC0292
 HC0292.Superseded values are not recommended for survey control.
 HC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0292.See file dsdata.txt to determine how the superseded data were derived.
 HC0292
 HC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB957478(NAD 83)
 HC0292_MARKER: DB = BENCH MARK DISK
 HC0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0292_STAMPING: J 116 1935
 HC0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0292+STABILITY: SURFACE MOTION
 HC0292
 HC0292  HISTORY     - Date     Condition        Report By
 HC0292  HISTORY     - 1935     MONUMENTED       CGS
 HC0292
 HC0292                          STATION DESCRIPTION
 HC0292
 HC0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0292'3.2 MI NE FROM LESTERVILLE.
 HC0292'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM LESTERVILLE,
 HC0292'ABOUT 0.1 MILE EAST OF A FARM HOUSE, 40 FEET WEST OF A MAPLE
 HC0292'TREE, 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET
 HC0292'WEST OF A FENCE JUNCTION.  A STANDARD DISK, STAMPED J 116 1935
 HC0292'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1426 ***********************************************************************
 JD1426  DESIGNATION -  J 119
 JD1426  PID         -  JD1426
 JD1426  STATE/COUNTY-  MO/HENRY
 JD1426  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1426
 JD1426                         *CURRENT SURVEY CONTROL
 JD1426  ___________________________________________________________________
 JD1426* NAD 83(1986)-  38 20 44.     (N)    093 47 29.     (W)     SCALED    
 JD1426* NAVD 88     -       219.011  (meters)     718.54   (feet)  ADJUSTED  
 JD1426  ___________________________________________________________________
 JD1426  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JD1426  DYNAMIC HT  -         218.858 (meters)     718.04  (feet)  COMP
 JD1426  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 JD1426
 JD1426  VERT ORDER  -  SECOND    CLASS 0
 JD1426
 JD1426.The horizontal coordinates were scaled from a topographic map and have
 JD1426.an estimated accuracy of +/- 6 seconds.
 JD1426
 JD1426.The orthometric height was determined by differential leveling
 JD1426.and adjusted by the National Geodetic Survey in June 1991..
 JD1426
 JD1426.The geoid height was determined by GEOID03.
 JD1426
 JD1426.The dynamic height is computed by dividing the NAVD 88
 JD1426.geopotential number by the normal gravity value computed on the
 JD1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1426.degrees latitude (g = 980.6199 gals.).
 JD1426
 JD1426.The modeled gravity was interpolated from observed gravity values.
 JD1426
 JD1426;                    North         East    Units  Estimated Accuracy
 JD1426;SPC MO W     -   242,040.      911,940.      MT  (+/- 180 meters Scaled)
 JD1426
 JD1426                          SUPERSEDED SURVEY CONTROL
 JD1426
 JD1426  NGVD 29 (??/??/92)  218.902  (m)          718.18   (f) ADJ UNCH    2 0
 JD1426
 JD1426.Superseded values are not recommended for survey control.
 JD1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1426.See file dsdata.txt to determine how the superseded data were derived.
 JD1426
 JD1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC308444(NAD 83)
 JD1426_MARKER: DB = BENCH MARK DISK
 JD1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1426_STAMPING: J 119 1935
 JD1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1426+STABILITY: SURFACE MOTION
 JD1426
 JD1426  HISTORY     - Date     Condition        Report By
 JD1426  HISTORY     - 1935     MONUMENTED       CGS
 JD1426  HISTORY     - 1962     GOOD             NGS
 JD1426
 JD1426                          STATION DESCRIPTION
 JD1426
 JD1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1426'1.6 MI SW FROM CLINTON.
 JD1426'1.6 MILES SOUTHWEST OF THE MISSOURI, KANSAS AND TEXAS RAILROAD
 JD1426'STATION AT CLINTON, AT THE CROSSING OF THE RAILROAD AND A PRIVATE
 JD1426'ROAD, 7 POLES SOUTHWEST OF MILEPOST 268, 43 FEET NORTHWEST OF
 JD1426'THE NORTHWEST RAIL, 61 FEET WEST OF THE CENTER OF THE ROAD
 JD1426'CROSSING, 13 FEET WEST OF A TELEPHONE POLE BRACED BY A GUY
 JD1426'WIRE, 2 FEET SOUTHEAST OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL
 JD1426'OF THE RAILS, 0.9 FEET NORTHEAST OF A METAL WITNESS POST AND SET
 JD1426'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0216 ***********************************************************************
 KD0216  DESIGNATION -  J 12
 KD0216  PID         -  KD0216
 KD0216  STATE/COUNTY-  MO/CHARITON
 KD0216  USGS QUAD   -  GLASGOW (1971)
 KD0216
 KD0216                         *CURRENT SURVEY CONTROL
 KD0216  ___________________________________________________________________
 KD0216* NAD 83(1986)-  39 14 26.     (N)    092 50 40.     (W)     SCALED    
 KD0216* NAVD 88     -       199.350  (meters)     654.03   (feet)  ADJUSTED  
 KD0216  ___________________________________________________________________
 KD0216  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KD0216  DYNAMIC HT  -         199.229 (meters)     653.64  (feet)  COMP
 KD0216  MODELED GRAV-     980,017.7   (mgal)                       NAVD 88
 KD0216
 KD0216  VERT ORDER  -  FIRST     CLASS II
 KD0216
 KD0216.The horizontal coordinates were scaled from a topographic map and have
 KD0216.an estimated accuracy of +/- 6 seconds.
 KD0216
 KD0216.The orthometric height was determined by differential leveling
 KD0216.and adjusted by the National Geodetic Survey in June 1991..
 KD0216
 KD0216.The geoid height was determined by GEOID03.
 KD0216
 KD0216.The dynamic height is computed by dividing the NAVD 88
 KD0216.geopotential number by the normal gravity value computed on the
 KD0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0216.degrees latitude (g = 980.6199 gals.).
 KD0216
 KD0216.The modeled gravity was interpolated from observed gravity values.
 KD0216
 KD0216;                    North         East    Units  Estimated Accuracy
 KD0216;SPC MO C     -   378,190.      470,270.      MT  (+/- 180 meters Scaled)
 KD0216
 KD0216                          SUPERSEDED SURVEY CONTROL
 KD0216
 KD0216  NGVD 29 (??/??/92)  199.323  (m)          653.95   (f) ADJ UNCH    1 2
 KD0216
 KD0216.Superseded values are not recommended for survey control.
 KD0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0216.See file dsdata.txt to determine how the superseded data were derived.
 KD0216
 KD0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD134434(NAD 83)
 KD0216_MARKER: DB = BENCH MARK DISK
 KD0216_SETTING: 66 = SET IN ROCK OUTCROP
 KD0216_SP_SET: ROCK LEDGE
 KD0216_STAMPING: 653.562 J 12 1930
 KD0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD0216+STABILITY: POSITION/ELEVATION WELL
 KD0216
 KD0216  HISTORY     - Date     Condition        Report By
 KD0216  HISTORY     - 1930     MONUMENTED       CGS
 KD0216  HISTORY     - 1934     GOOD             NGS
 KD0216
 KD0216                          STATION DESCRIPTION
 KD0216
 KD0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KD0216'1 MI N FROM GLASGOW.
 KD0216'IN CHARITON COUNTY, 1 MILE NORTH ALONG THE ABANDONED WABASH
 KD0216'RAILROAD FROM GLASGOW, HOWARD COUNTY, 33 FEET NORTHEAST OF THE
 KD0216'GLASGOW-1-MILE SIGN IN A ROCK LEDGE, 8 FEET EAST OF THE OLD TRACK
 KD0216'BED, AND 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 KD0216'653.562 J 12 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2806 ***********************************************************************
 JD2806  DESIGNATION -  J 12 RESET
 JD2806  PID         -  JD2806
 JD2806  STATE/COUNTY-  MO/ST CLAIR
 JD2806  USGS QUAD   -  OSCEOLA (1991)
 JD2806
 JD2806                         *CURRENT SURVEY CONTROL
 JD2806  ___________________________________________________________________
 JD2806* NAD 83(1986)-  38 02 49.     (N)    093 42 11.     (W)     SCALED    
 JD2806* NAVD 88     -       232.65   (meters)     763.3    (feet)  RESET     
 JD2806  ___________________________________________________________________
 JD2806  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JD2806
 JD2806  VERT ORDER  -  THIRD
 JD2806
 JD2806.The horizontal coordinates were scaled from a topographic map and have
 JD2806.an estimated accuracy of +/- 6 seconds.
 JD2806
 JD2806.The orthometric height was computed from unverified reset data.
 JD2806.No vertical observational check was made to the station.
 JD2806
 JD2806.The geoid height was determined by GEOID03.
 JD2806
 JD2806;                    North         East    Units  Estimated Accuracy
 JD2806;SPC MO W     -   208,960.      919,950.      MT  (+/- 180 meters Scaled)
 JD2806
 JD2806                          SUPERSEDED SURVEY CONTROL
 JD2806
 JD2806  NGVD 29 (02/22/06)  232.54   (m)          762.9    (f) RESET       3  
 JD2806
 JD2806.Superseded values are not recommended for survey control.
 JD2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2806.See file dsdata.txt to determine how the superseded data were derived.
 JD2806
 JD2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC383112(NAD 83)
 JD2806_MARKER: DD = SURVEY DISK
 JD2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2806_SP_SET: CONCRETE POST
 JD2806_STAMPING: J 12 RESET 1983
 JD2806_MARK LOGO: USGS  
 JD2806_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2806+STABILITY: SURFACE MOTION
 JD2806
 JD2806  HISTORY     - Date     Condition        Report By
 JD2806  HISTORY     - 1983     MONUMENTED       NGS
 JD2806
 JD2806                          STATION DESCRIPTION
 JD2806
 JD2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JD2806'AT THE COURTHOUSE IN OSEOLA, 48.25 FT (14.71 M) WEST FROM THE CENTER
 JD2806'OF THE STEPS OF THE NORTHWEST ENTRANCE TO THE COURTHOUSE, 44.1 FT
 JD2806'(13.4 M) SOUTH FROM THE FLAGPOLE, 19.1 FT (5.8 M) NORTHWEST FROM THE
 JD2806'NORTHWEST CORNER OF THE COURTHOUSE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0266 ***********************************************************************
 KD0266  DESIGNATION -  J 120
 KD0266  PID         -  KD0266
 KD0266  STATE/COUNTY-  MO/LINN
 KD0266  USGS QUAD   -  BUCKLIN (1979)
 KD0266
 KD0266                         *CURRENT SURVEY CONTROL
 KD0266  ___________________________________________________________________
 KD0266* NAD 83(1986)-  39 47 01.     (N)    092 53 46.     (W)     SCALED    
 KD0266* NAVD 88     -       265.093  (meters)     869.73   (feet)  ADJUSTED  
 KD0266  ___________________________________________________________________
 KD0266  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KD0266  DYNAMIC HT  -         264.946 (meters)     869.24  (feet)  COMP
 KD0266  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 KD0266
 KD0266  VERT ORDER  -  SECOND    CLASS 0
 KD0266
 KD0266.The horizontal coordinates were scaled from a topographic map and have
 KD0266.an estimated accuracy of +/- 6 seconds.
 KD0266
 KD0266.The orthometric height was determined by differential leveling
 KD0266.and adjusted by the National Geodetic Survey in June 1991..
 KD0266
 KD0266.The geoid height was determined by GEOID03.
 KD0266
 KD0266.The dynamic height is computed by dividing the NAVD 88
 KD0266.geopotential number by the normal gravity value computed on the
 KD0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0266.degrees latitude (g = 980.6199 gals.).
 KD0266
 KD0266.The modeled gravity was interpolated from observed gravity values.
 KD0266
 KD0266;                    North         East    Units  Estimated Accuracy
 KD0266;SPC MO C     -   438,500.      466,070.      MT  (+/- 180 meters Scaled)
 KD0266
 KD0266                          SUPERSEDED SURVEY CONTROL
 KD0266
 KD0266  NGVD 29 (??/??/92)  265.063  (m)          869.63   (f) ADJ UNCH    2 0
 KD0266
 KD0266.Superseded values are not recommended for survey control.
 KD0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0266.See file dsdata.txt to determine how the superseded data were derived.
 KD0266
 KD0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE088037(NAD 83)
 KD0266_MARKER: DB = BENCH MARK DISK
 KD0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0266_STAMPING: J 120 1935
 KD0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0266+STABILITY: SURFACE MOTION
 KD0266
 KD0266  HISTORY     - Date     Condition        Report By
 KD0266  HISTORY     - 1935     MONUMENTED       CGS
 KD0266  HISTORY     - 1949     MARK NOT FOUND   NGS
 KD0266  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0266
 KD0266                          STATION DESCRIPTION
 KD0266
 KD0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KD0266'0.5 MI W FROM BUCKLIN.
 KD0266'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0266'FROM THE STATION AT BUCKLIN, LINN COUNTY, ONE QUARTER MILE WEST
 KD0266'OF THE OVERHEAD CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE
 KD0266'RAILWAY, 120 FEET EAST OF A COAL-MINE TIPPLE, 1-1/2 RAILS WEST OF
 KD0266'A MINE SPUR-TRACK SWITCH, AND 38 FEET SOUTH OF THE TRACK.  A
 KD0266'STANDARD DISK, STAMPED J 120 1935 AND SET IN THE TOP OF A
 KD0266'CONCRETE POST.
 KD0266
 KD0266                          STATION RECOVERY (1967)
 KD0266
 KD0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0120 ***********************************************************************
 LE0120  DESIGNATION -  J 121
 LE0120  PID         -  LE0120
 LE0120  STATE/COUNTY-  MO/MACON
 LE0120  USGS QUAD   -  LA PLATA (1966)
 LE0120
 LE0120                         *CURRENT SURVEY CONTROL
 LE0120  ___________________________________________________________________
 LE0120* NAD 83(1986)-  40 01 20.     (N)    092 29 25.     (W)     SCALED    
 LE0120* NAVD 88     -       286.568  (meters)     940.18   (feet)  ADJUSTED  
 LE0120  ___________________________________________________________________
 LE0120  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LE0120  DYNAMIC HT  -         286.413 (meters)     939.67  (feet)  COMP
 LE0120  MODELED GRAV-     980,076.3   (mgal)                       NAVD 88
 LE0120
 LE0120  VERT ORDER  -  SECOND    CLASS 0
 LE0120
 LE0120.The horizontal coordinates were scaled from a topographic map and have
 LE0120.an estimated accuracy of +/- 6 seconds.
 LE0120
 LE0120.The orthometric height was determined by differential leveling
 LE0120.and adjusted by the National Geodetic Survey in June 1991..
 LE0120
 LE0120.The geoid height was determined by GEOID03.
 LE0120
 LE0120.The dynamic height is computed by dividing the NAVD 88
 LE0120.geopotential number by the normal gravity value computed on the
 LE0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0120.degrees latitude (g = 980.6199 gals.).
 LE0120
 LE0120.The modeled gravity was interpolated from observed gravity values.
 LE0120
 LE0120;                    North         East    Units  Estimated Accuracy
 LE0120;SPC MO C     -   464,920.      500,830.      MT  (+/- 180 meters Scaled)
 LE0120
 LE0120                          SUPERSEDED SURVEY CONTROL
 LE0120
 LE0120  NGVD 29 (??/??/92)  286.574  (m)          940.20   (f) ADJ UNCH    2 0
 LE0120
 LE0120.Superseded values are not recommended for survey control.
 LE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0120.See file dsdata.txt to determine how the superseded data were derived.
 LE0120
 LE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE434303(NAD 83)
 LE0120_MARKER: DB = BENCH MARK DISK
 LE0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0120_STAMPING: 940.041 J 121 1935
 LE0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0120+STABILITY: SURFACE MOTION
 LE0120
 LE0120  HISTORY     - Date     Condition        Report By
 LE0120  HISTORY     - 1935     MONUMENTED       CGS
 LE0120  HISTORY     - 1954     GOOD             NGS
 LE0120
 LE0120                          STATION DESCRIPTION
 LE0120
 LE0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LE0120'AT LA PLATA.
 LE0120'AT LA PLATA, MACON COUNTY, 100 FEET WEST OF THE WABASH RAILROAD
 LE0120'STATION, ON THE EAST SIDE OF THE PUBLIC PARK, 9 FEET WEST OF THE
 LE0120'PARK FENCE, 155 FEET NORTH OF THE CENTERLINE OF A STREET AND 114
 LE0120'FEET NORTH OF THE CONCRETE BASE OF A WATER PUMP.  A STANDARD
 LE0120'DISK, STAMPED 940.041 J 121 1935 AND SET IN THE TOP OF A
 LE0120'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0055 ***********************************************************************
 KD0055  DESIGNATION -  J 122
 KD0055  PID         -  KD0055
 KD0055  STATE/COUNTY-  MO/RANDOLPH
 KD0055  USGS QUAD   -  MOBERLY (1979)
 KD0055
 KD0055                         *CURRENT SURVEY CONTROL
 KD0055  ___________________________________________________________________
 KD0055* NAD 83(1986)-  39 26 08.     (N)    092 26 09.     (W)     SCALED    
 KD0055* NAVD 88     -       267.370  (meters)     877.20   (feet)  ADJUSTED  
 KD0055  ___________________________________________________________________
 KD0055  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KD0055  DYNAMIC HT  -         267.214 (meters)     876.68  (feet)  COMP
 KD0055  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 KD0055
 KD0055  VERT ORDER  -  SECOND    CLASS 0
 KD0055
 KD0055.The horizontal coordinates were scaled from a topographic map and have
 KD0055.an estimated accuracy of +/- 6 seconds.
 KD0055
 KD0055.The orthometric height was determined by differential leveling
 KD0055.and adjusted by the National Geodetic Survey in June 1991..
 KD0055
 KD0055.The geoid height was determined by GEOID03.
 KD0055
 KD0055.The dynamic height is computed by dividing the NAVD 88
 KD0055.geopotential number by the normal gravity value computed on the
 KD0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0055.degrees latitude (g = 980.6199 gals.).
 KD0055
 KD0055.The modeled gravity was interpolated from observed gravity values.
 KD0055
 KD0055;                    North         East    Units  Estimated Accuracy
 KD0055;SPC MO C     -   399,790.      505,520.      MT  (+/- 180 meters Scaled)
 KD0055
 KD0055                          SUPERSEDED SURVEY CONTROL
 KD0055
 KD0055  NGVD 29 (??/??/92)  267.354  (m)          877.14   (f) ADJ UNCH    2 0
 KD0055
 KD0055.Superseded values are not recommended for survey control.
 KD0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0055.See file dsdata.txt to determine how the superseded data were derived.
 KD0055
 KD0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD485652(NAD 83)
 KD0055_MARKER: DB = BENCH MARK DISK
 KD0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0055_STAMPING: J 122 1935
 KD0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0055+STABILITY: SURFACE MOTION
 KD0055
 KD0055  HISTORY     - Date     Condition        Report By
 KD0055  HISTORY     - 1935     MONUMENTED       CGS
 KD0055  HISTORY     - 19910709 MARK NOT FOUND   MODNR
 KD0055
 KD0055                          STATION DESCRIPTION
 KD0055
 KD0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0055'1.1 MI N FROM MOBERLY.
 KD0055'1.1 MILES NORTH ALONG THE WABASH RAILROAD FROM MOBERLY, AT MILEAGE
 KD0055'190.7, 2 RAILS SOUTH OF THE NORTH SWITCH TO THE SHOPS, 60 FEET
 KD0055'SOUTH OF THE CENTER OF A ROAD CROSSING, 39 FEET EAST OF THE
 KD0055'CENTERLINE OF THE TRACK, AND 1 FOOT WEST OF THE FENCE.  A
 KD0055'STANDARD DISK, STAMPED J 122 1935 AND SET IN THE TOP OF A CONCRETE
 KD0055'POST.
 KD0055
 KD0055                          STATION RECOVERY (1991)
 KD0055
 KD0055'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 KD0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0087 ***********************************************************************
 KD0087  DESIGNATION -  J 124
 KD0087  PID         -  KD0087
 KD0087  STATE/COUNTY-  MO/BOONE
 KD0087  USGS QUAD   -  HALLSVILLE (1969)
 KD0087
 KD0087                         *CURRENT SURVEY CONTROL
 KD0087  ___________________________________________________________________
 KD0087* NAD 83(1986)-  39 05 38.     (N)    092 14 42.     (W)     SCALED    
 KD0087* NAVD 88     -       267.995  (meters)     879.25   (feet)  ADJUSTED  
 KD0087  ___________________________________________________________________
 KD0087  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0087  DYNAMIC HT  -         267.823 (meters)     878.68  (feet)  COMP
 KD0087  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 KD0087
 KD0087  VERT ORDER  -  SECOND    CLASS 0
 KD0087
 KD0087.The horizontal coordinates were scaled from a topographic map and have
 KD0087.an estimated accuracy of +/- 6 seconds.
 KD0087
 KD0087.The orthometric height was determined by differential leveling
 KD0087.and adjusted by the National Geodetic Survey in June 1991..
 KD0087
 KD0087.The geoid height was determined by GEOID03.
 KD0087
 KD0087.The dynamic height is computed by dividing the NAVD 88
 KD0087.geopotential number by the normal gravity value computed on the
 KD0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0087.degrees latitude (g = 980.6199 gals.).
 KD0087
 KD0087.The modeled gravity was interpolated from observed gravity values.
 KD0087
 KD0087;                    North         East    Units  Estimated Accuracy
 KD0087;SPC MO C     -   361,880.      522,060.      MT  (+/- 180 meters Scaled)
 KD0087
 KD0087                          SUPERSEDED SURVEY CONTROL
 KD0087
 KD0087  NGVD 29 (??/??/92)  267.976  (m)          879.18   (f) ADJ UNCH    2 0
 KD0087
 KD0087.Superseded values are not recommended for survey control.
 KD0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0087.See file dsdata.txt to determine how the superseded data were derived.
 KD0087
 KD0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD652274(NAD 83)
 KD0087_MARKER: DB = BENCH MARK DISK
 KD0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0087_STAMPING: J 124 1935
 KD0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0087+STABILITY: SURFACE MOTION
 KD0087
 KD0087  HISTORY     - Date     Condition        Report By
 KD0087  HISTORY     - 1935     MONUMENTED       CGS
 KD0087  HISTORY     - 1967     POOR             NGS
 KD0087
 KD0087                          STATION DESCRIPTION
 KD0087
 KD0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0087'2.1 MI SW FROM HALLSVILLE.
 KD0087'2.1 MILES SOUTHWEST ALONG THE WABASH RAILWAY FROM THE STATION
 KD0087'AT HALLSVILLE, 4 RAILS NORTH OF MILEPOST 11, 38 FEET EAST OF THE
 KD0087'CENTERLINE OF THE TRACK, 35 FEET WEST OF THE CENTERLINE OF A
 KD0087'DIRT ROAD, AND 10 FEET WEST OF A FENCE.  A STANDARD DISK,
 KD0087'STAMPED J 124 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0087
 KD0087                          STATION RECOVERY (1967)
 KD0087
 KD0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0087'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0074 ***********************************************************************
 KD0074  DESIGNATION -  J 125
 KD0074  PID         -  KD0074
 KD0074  STATE/COUNTY-  MO/BOONE
 KD0074  USGS QUAD   -  CENTRALIA NE (1969)
 KD0074
 KD0074                         *CURRENT SURVEY CONTROL
 KD0074  ___________________________________________________________________
 KD0074* NAD 83(1986)-  39 12 33.     (N)    092 06 58.     (W)     SCALED    
 KD0074* NAVD 88     -       263.321  (meters)     863.91   (feet)  ADJUSTED  
 KD0074  ___________________________________________________________________
 KD0074  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0074  DYNAMIC HT  -         263.157 (meters)     863.37  (feet)  COMP
 KD0074  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 KD0074
 KD0074  VERT ORDER  -  SECOND    CLASS 0
 KD0074
 KD0074.The horizontal coordinates were scaled from a topographic map and have
 KD0074.an estimated accuracy of +/- 6 seconds.
 KD0074
 KD0074.The orthometric height was determined by differential leveling
 KD0074.and adjusted by the National Geodetic Survey in June 1991..
 KD0074
 KD0074.The geoid height was determined by GEOID03.
 KD0074
 KD0074.The dynamic height is computed by dividing the NAVD 88
 KD0074.geopotential number by the normal gravity value computed on the
 KD0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0074.degrees latitude (g = 980.6199 gals.).
 KD0074
 KD0074.The modeled gravity was interpolated from observed gravity values.
 KD0074
 KD0074;                    North         East    Units  Estimated Accuracy
 KD0074;SPC MO C     -   374,720.      533,160.      MT  (+/- 180 meters Scaled)
 KD0074
 KD0074                          SUPERSEDED SURVEY CONTROL
 KD0074
 KD0074  NGVD 29 (??/??/92)  263.311  (m)          863.88   (f) ADJ UNCH    2 0
 KD0074
 KD0074.Superseded values are not recommended for survey control.
 KD0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0074.See file dsdata.txt to determine how the superseded data were derived.
 KD0074
 KD0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD763403(NAD 83)
 KD0074_MARKER: DB = BENCH MARK DISK
 KD0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0074_SP_SET: BRIDGE
 KD0074_STAMPING: J 125 1935
 KD0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0074
 KD0074  HISTORY     - Date     Condition        Report By
 KD0074  HISTORY     - 1935     MONUMENTED       CGS
 KD0074  HISTORY     - 1938     GOOD             NGS
 KD0074  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0074  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0074
 KD0074                          STATION DESCRIPTION
 KD0074
 KD0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KD0074'1.2 MI E FROM CENTRALIA.
 KD0074'1.2 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 KD0074'CENTRALIA, 2-1/2 RAILS EAST OF MILEPOST 154, AT THE SPILLWAY
 KD0074'BRIDGE, AND IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT.
 KD0074'A STANDARD DISK, STAMPED J 125 1935.
 KD0074
 KD0074                          STATION RECOVERY (1967)
 KD0074
 KD0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0074'MARK NOT FOUND.
 KD0074
 KD0074                          STATION RECOVERY (1990)
 KD0074
 KD0074'RECOVERY NOTE BY US POWER SQUADRON 1990 (PMD)
 KD0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0762 ***********************************************************************
 HD0762  DESIGNATION -  J 126
 HD0762  PID         -  HD0762
 HD0762  STATE/COUNTY-  MO/DADE
 HD0762  USGS QUAD   -  EVERTON (1975)
 HD0762
 HD0762                         *CURRENT SURVEY CONTROL
 HD0762  ___________________________________________________________________
 HD0762* NAD 83(1986)-  37 21 31.     (N)    093 43 44.     (W)     SCALED    
 HD0762* NAVD 88     -       296.973  (meters)     974.32   (feet)  ADJUSTED  
 HD0762  ___________________________________________________________________
 HD0762  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HD0762  DYNAMIC HT  -         296.736 (meters)     973.54  (feet)  COMP
 HD0762  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 HD0762
 HD0762  VERT ORDER  -  SECOND    CLASS 0
 HD0762
 HD0762.The horizontal coordinates were scaled from a topographic map and have
 HD0762.an estimated accuracy of +/- 6 seconds.
 HD0762
 HD0762.The orthometric height was determined by differential leveling
 HD0762.and adjusted by the National Geodetic Survey in June 1991..
 HD0762
 HD0762.The geoid height was determined by GEOID03.
 HD0762
 HD0762.The dynamic height is computed by dividing the NAVD 88
 HD0762.geopotential number by the normal gravity value computed on the
 HD0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0762.degrees latitude (g = 980.6199 gals.).
 HD0762
 HD0762.The modeled gravity was interpolated from observed gravity values.
 HD0762
 HD0762;                    North         East    Units  Estimated Accuracy
 HD0762;SPC MO W     -   132,550.      918,310.      MT  (+/- 180 meters Scaled)
 HD0762
 HD0762                          SUPERSEDED SURVEY CONTROL
 HD0762
 HD0762  NGVD 29 (??/??/92)  296.837  (m)          973.87   (f) ADJ UNCH    2 0
 HD0762
 HD0762.Superseded values are not recommended for survey control.
 HD0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0762.See file dsdata.txt to determine how the superseded data were derived.
 HD0762
 HD0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB354349(NAD 83)
 HD0762_MARKER: DB = BENCH MARK DISK
 HD0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0762_STAMPING: J 126 1935
 HD0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0762+STABILITY: SURFACE MOTION
 HD0762
 HD0762  HISTORY     - Date     Condition        Report By
 HD0762  HISTORY     - 1935     MONUMENTED       CGS
 HD0762
 HD0762                          STATION DESCRIPTION
 HD0762
 HD0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0762'2.2 MI W FROM EVERTON.
 HD0762'2.2 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0762'EVERTON, DADE COUNTY, ONE YARD SOUTH OF THE FIRST POLE WEST OF
 HD0762'THE THIRTIETH POLE EAST OF MILEPOST 173, 30 YARDS EAST OF A
 HD0762'ROAD CROSSING, AND 7-1/2 YARDS NORTH OF THE CENTERLINE OF THE
 HD0762'TRACK.  A STANDARD DISK, STAMPED J 126 1935 AND SET IN THE TOP
 HD0762'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0734 ***********************************************************************
 HD0734  DESIGNATION -  J 127
 HD0734  PID         -  HD0734
 HD0734  STATE/COUNTY-  MO/LAWRENCE
 HD0734  USGS QUAD   -  MT VERNON (1971)
 HD0734
 HD0734                         *CURRENT SURVEY CONTROL
 HD0734  ___________________________________________________________________
 HD0734* NAD 83(1986)-  37 05 10.     (N)    093 47 14.     (W)     SCALED    
 HD0734* NAVD 88     -       396.690  (meters)    1301.47   (feet)  ADJUSTED  
 HD0734  ___________________________________________________________________
 HD0734  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 HD0734  DYNAMIC HT  -         396.361 (meters)    1300.39  (feet)  COMP
 HD0734  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 HD0734
 HD0734  VERT ORDER  -  SECOND    CLASS 0
 HD0734
 HD0734.The horizontal coordinates were scaled from a topographic map and have
 HD0734.an estimated accuracy of +/- 6 seconds.
 HD0734
 HD0734.The orthometric height was determined by differential leveling
 HD0734.and adjusted by the National Geodetic Survey in June 1991..
 HD0734
 HD0734.The geoid height was determined by GEOID03.
 HD0734
 HD0734.The dynamic height is computed by dividing the NAVD 88
 HD0734.geopotential number by the normal gravity value computed on the
 HD0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0734.degrees latitude (g = 980.6199 gals.).
 HD0734
 HD0734.The modeled gravity was interpolated from observed gravity values.
 HD0734
 HD0734;                    North         East    Units  Estimated Accuracy
 HD0734;SPC MO W     -   102,260.      913,370.      MT  (+/- 180 meters Scaled)
 HD0734
 HD0734                          SUPERSEDED SURVEY CONTROL
 HD0734
 HD0734  NGVD 29 (??/??/92)  396.537  (m)         1300.97   (f) ADJ UNCH    2 0
 HD0734
 HD0734.Superseded values are not recommended for survey control.
 HD0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0734.See file dsdata.txt to determine how the superseded data were derived.
 HD0734
 HD0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB300047(NAD 83)
 HD0734_MARKER: DB = BENCH MARK DISK
 HD0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0734_STAMPING: J 127 1935
 HD0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0734+STABILITY: SURFACE MOTION
 HD0734
 HD0734  HISTORY     - Date     Condition        Report By
 HD0734  HISTORY     - 1935     MONUMENTED       CGS
 HD0734  HISTORY     - 1969     POOR             USGS
 HD0734
 HD0734                          STATION DESCRIPTION
 HD0734
 HD0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0734'2.4 MI SE FROM MOUNT VERNON.
 HD0734'2.4 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0734'MOUNT VERNON, LAWRENCE COUNTY, 35 YARDS NORTH OF THE TWENTY-FIFTH
 HD0734'POLE SOUTHEAST OF MILEPOST 188, 7 YARDS NORTHWEST OF THE CENTERLINE
 HD0734'OF A COUNTY ROAD, AND 9 YARDS EAST OF THE CENTERLINE OF THE TRACK.
 HD0734'A STANDARD DISK, STAMPED J 127 1935 AND SET IN THE TOP OF A
 HD0734'CONCRETE POST.  NOTE-- W SIDE OF POST BROKEN AND E SIDE HAS BLADE
 HD0734'MARKS.
 HD0734
 HD0734                          STATION RECOVERY (1969)
 HD0734
 HD0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HD0734'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0298 ***********************************************************************
 HC0298  DESIGNATION -  J 128
 HC0298  PID         -  HC0298
 HC0298  STATE/COUNTY-  MO/WASHINGTON
 HC0298  USGS QUAD   -  SHIRLEY (1958)
 HC0298
 HC0298                         *CURRENT SURVEY CONTROL
 HC0298  ___________________________________________________________________
 HC0298* NAD 83(1986)-  37 55 18.     (N)    090 58 41.     (W)     SCALED    
 HC0298* NAVD 88     -       279.861  (meters)     918.18   (feet)  ADJUSTED  
 HC0298  ___________________________________________________________________
 HC0298  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HC0298  DYNAMIC HT  -         279.662 (meters)     917.52  (feet)  COMP
 HC0298  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 HC0298
 HC0298  VERT ORDER  -  SECOND    CLASS 0
 HC0298
 HC0298.The horizontal coordinates were scaled from a topographic map and have
 HC0298.an estimated accuracy of +/- 6 seconds.
 HC0298
 HC0298.The orthometric height was determined by differential leveling
 HC0298.and adjusted by the National Geodetic Survey in June 1991..
 HC0298.WARNING-Repeat measurements at this control monument indicate possible
 HC0298.vertical movement.
 HC0298
 HC0298.The geoid height was determined by GEOID03.
 HC0298
 HC0298.The dynamic height is computed by dividing the NAVD 88
 HC0298.geopotential number by the normal gravity value computed on the
 HC0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0298.degrees latitude (g = 980.6199 gals.).
 HC0298
 HC0298.The modeled gravity was interpolated from observed gravity values.
 HC0298
 HC0298;                    North         East    Units  Estimated Accuracy
 HC0298;SPC MO E     -   231,850.      207,970.      MT  (+/- 180 meters Scaled)
 HC0298
 HC0298                          SUPERSEDED SURVEY CONTROL
 HC0298
 HC0298  NGVD 29 (??/??/92)  279.879  (m)          918.24   (f) ADJ UNCH    2 0
 HC0298
 HC0298.Superseded values are not recommended for survey control.
 HC0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0298.See file dsdata.txt to determine how the superseded data were derived.
 HC0298
 HC0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB777990(NAD 83)
 HC0298_MARKER: DB = BENCH MARK DISK
 HC0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0298_STAMPING: J 128 1935
 HC0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0298+STABILITY: SURFACE MOTION
 HC0298
 HC0298  HISTORY     - Date     Condition        Report By
 HC0298  HISTORY     - 1935     MONUMENTED       CGS
 HC0298  HISTORY     - 1940     GOOD             NGS
 HC0298
 HC0298                          STATION DESCRIPTION
 HC0298
 HC0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HC0298'3.3 MI W FROM SHIRLEY.
 HC0298'3.3 MILES WEST ALONG STATE HIGHWAY 8 FROM SHIRLEY, WASHINGTON
 HC0298'COUNTY, 200 YARDS SOUTHWEST OF AN OLD FARMHOUSE SURROUNDED BY A
 HC0298'PICKET FENCE, 44.4 FEET EAST OF A FENCE CORNER, 38.5 FEET NORTH
 HC0298'OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 FOOT EAST OF A WHITE
 HC0298'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 128 1935 AND
 HC0298'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 HC0298'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0398 ***********************************************************************
 JC0398  DESIGNATION -  J 129
 JC0398  PID         -  JC0398
 JC0398  STATE/COUNTY-  MO/JEFFERSON
 JC0398  USGS QUAD   -  DE SOTO (1981)
 JC0398
 JC0398                         *CURRENT SURVEY CONTROL
 JC0398  ___________________________________________________________________
 JC0398* NAD 83(1986)-  38 08 23.     (N)    090 33 13.     (W)     SCALED    
 JC0398* NAVD 88     -       153.105  (meters)     502.31   (feet)  ADJUSTED  
 JC0398  ___________________________________________________________________
 JC0398  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 JC0398  DYNAMIC HT  -         153.001 (meters)     501.97  (feet)  COMP
 JC0398  MODELED GRAV-     979,950.7   (mgal)                       NAVD 88
 JC0398
 JC0398  VERT ORDER  -  SECOND    CLASS 0
 JC0398
 JC0398.The horizontal coordinates were scaled from a topographic map and have
 JC0398.an estimated accuracy of +/- 6 seconds.
 JC0398
 JC0398.The orthometric height was determined by differential leveling
 JC0398.and adjusted by the National Geodetic Survey in June 1991..
 JC0398
 JC0398.The geoid height was determined by GEOID03.
 JC0398
 JC0398.The dynamic height is computed by dividing the NAVD 88
 JC0398.geopotential number by the normal gravity value computed on the
 JC0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0398.degrees latitude (g = 980.6199 gals.).
 JC0398
 JC0398.The modeled gravity was interpolated from observed gravity values.
 JC0398
 JC0398;                    North         East    Units  Estimated Accuracy
 JC0398;SPC MO E     -   255,940.      245,300.      MT  (+/- 180 meters Scaled)
 JC0398
 JC0398                          SUPERSEDED SURVEY CONTROL
 JC0398
 JC0398  NGVD 29 (??/??/92)  153.182  (m)          502.56   (f) ADJ UNCH    2 0
 JC0398
 JC0398.Superseded values are not recommended for survey control.
 JC0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0398.See file dsdata.txt to determine how the superseded data were derived.
 JC0398
 JC0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC143241(NAD 83)
 JC0398_MARKER: DB = BENCH MARK DISK
 JC0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0398_STAMPING: J 129 1935
 JC0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0398+STABILITY: SURFACE MOTION
 JC0398
 JC0398  HISTORY     - Date     Condition        Report By
 JC0398  HISTORY     - 1935     MONUMENTED       CGS
 JC0398  HISTORY     - 1945     GOOD             NGS
 JC0398
 JC0398                          STATION DESCRIPTION
 JC0398
 JC0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JC0398'AT DE SOTO.
 JC0398'AT DE SOTO, JEFFERSON COUNTY, AT THE POST OFFICE, IN THE NORTHEAST
 JC0398'CORNER OF THE YARD, 12 FEET WEST OF THE CENTERLINE OF AN ALLEY,
 JC0398'AND 4 FEET SOUTH OF THE BOYD STREET SIDEWALK.  A STANDARD DISK,
 JC0398'STAMPED J 129 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JC0398'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1528 ***********************************************************************
 JD1528  DESIGNATION -  J 13
 JD1528  PID         -  JD1528
 JD1528  STATE/COUNTY-  MO/ST CLAIR
 JD1528  USGS QUAD   -  OSCEOLA (1991)
 JD1528
 JD1528                         *CURRENT SURVEY CONTROL
 JD1528  ___________________________________________________________________
 JD1528* NAD 83(1986)-  38 03 43.     (N)    093 41 37.     (W)     SCALED    
 JD1528* NAVD 88     -       224.955  (meters)     738.04   (feet)  ADJUSTED  
 JD1528  ___________________________________________________________________
 JD1528  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JD1528  DYNAMIC HT  -         224.790 (meters)     737.50  (feet)  COMP
 JD1528  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 JD1528
 JD1528  VERT ORDER  -  SECOND    CLASS 0
 JD1528
 JD1528.The horizontal coordinates were scaled from a topographic map and have
 JD1528.an estimated accuracy of +/- 6 seconds.
 JD1528
 JD1528.The orthometric height was determined by differential leveling
 JD1528.and adjusted by the National Geodetic Survey in June 1991..
 JD1528
 JD1528.The geoid height was determined by GEOID03.
 JD1528
 JD1528.The dynamic height is computed by dividing the NAVD 88
 JD1528.geopotential number by the normal gravity value computed on the
 JD1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1528.degrees latitude (g = 980.6199 gals.).
 JD1528
 JD1528.The modeled gravity was interpolated from observed gravity values.
 JD1528
 JD1528;                    North         East    Units  Estimated Accuracy
 JD1528;SPC MO W     -   210,630.      920,760.      MT  (+/- 180 meters Scaled)
 JD1528
 JD1528                          SUPERSEDED SURVEY CONTROL
 JD1528
 JD1528  NGVD 29 (??/??/92)  224.842  (m)          737.67   (f) ADJ UNCH    2 0
 JD1528
 JD1528.Superseded values are not recommended for survey control.
 JD1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1528.See file dsdata.txt to determine how the superseded data were derived.
 JD1528
 JD1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC391129(NAD 83)
 JD1528_MARKER: DD = SURVEY DISK
 JD1528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1528_SP_SET: CONCRETE PILLAR
 JD1528_STAMPING: 13 J 1934 738
 JD1528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1528
 JD1528  HISTORY     - Date     Condition        Report By
 JD1528  HISTORY     - 1934     MONUMENTED       USGS
 JD1528  HISTORY     - 1962     GOOD             NGS
 JD1528
 JD1528                          STATION DESCRIPTION
 JD1528
 JD1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1528'1.7 MI NE FROM OSCEOLA.
 JD1528'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE
 JD1528'COURTHOUSE AT OSCEOLA, IN SECTION 17, T 38 N, R 25 W, 14 FEET
 JD1528'EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 1/2 FEET ABOVE
 JD1528'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE NORTHEAST
 JD1528'CONCRETE PILLAR AT THE NORTH END OF THE NORTHEAST WINGWALL
 JD1528'RAILING OF A NARROW CONCRETE HIGHWAY BRIDGE OVER THE OSAGE
 JD1528'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1008 ***********************************************************************
 HB1008  DESIGNATION -  J 13 RESET
 HB1008  PID         -  HB1008
 HB1008  STATE/COUNTY-  MO/STODDARD
 HB1008  USGS QUAD   -  ADVANCE (1963)
 HB1008
 HB1008                         *CURRENT SURVEY CONTROL
 HB1008  ___________________________________________________________________
 HB1008* NAD 83(1986)-  37 07 02.     (N)    089 53 00.     (W)     SCALED    
 HB1008* NAVD 88     -       106.38   (meters)     349.0    (feet)  RESET     
 HB1008  ___________________________________________________________________
 HB1008  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB1008
 HB1008  VERT ORDER  -  THIRD
 HB1008
 HB1008.The horizontal coordinates were scaled from a topographic map and have
 HB1008.an estimated accuracy of +/- 6 seconds.
 HB1008
 HB1008.The orthometric height was computed from unverified reset data.
 HB1008
 HB1008.The geoid height was determined by GEOID03.
 HB1008
 HB1008;                    North         East    Units  Estimated Accuracy
 HB1008;SPC MO E     -   142,640.      304,800.      MT  (+/- 180 meters Scaled)
 HB1008
 HB1008                          SUPERSEDED SURVEY CONTROL
 HB1008
 HB1008  NGVD 29 (02/22/06)  106.34   (m)          348.9    (f) RESET       3  
 HB1008
 HB1008.Superseded values are not recommended for survey control.
 HB1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1008.See file dsdata.txt to determine how the superseded data were derived.
 HB1008
 HB1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG438117(NAD 83)
 HB1008_MARKER: DB = BENCH MARK DISK
 HB1008_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HB1008_SP_SET: HEADWALL OF CULVERT
 HB1008_STAMPING: J 13 RESET 1941
 HB1008_MARK LOGO: MOHC  
 HB1008_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1008+STABILITY: SURFACE MOTION
 HB1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1008+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002
 HB1008
 HB1008  HISTORY     - Date     Condition        Report By
 HB1008  HISTORY     - 1941     MONUMENTED       MOHC
 HB1008  HISTORY     - 1962     GOOD             MOHC
 HB1008  HISTORY     - 20010724 GOOD             NOS
 HB1008  HISTORY     - 20010724 GOOD             USACE
 HB1008  HISTORY     - 20020823 GOOD             USACE
 HB1008
 HB1008                          STATION DESCRIPTION
 HB1008
 HB1008'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1941
 HB1008'1.6 MI NE FROM ADVANCE.
 HB1008'1.6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HB1008'FROM THE STATION AT ADVANCE, STODDARD COUNTY, 0.1 MILE NORTHEAST
 HB1008'OF A ROAD CROSSING, AT A 12- BY 8-FOOT CULVERT UNDER STATE
 HB1008'HIGHWAY 25, IN THE TOP OF THE NORTHWEST HEADWALL, AND AT THE
 HB1008'NORTHEAST END.  A STANDARD DISK, STAMPED J 13 RESET 1941.
 HB1008'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 HB1008'BY ENGINEERS OF THE STATE HIGHWAY DEPARTMENT IN 1941.  ALSO
 HB1008'RECOVERED AS DESCRIBED MARCH 1962.
 HB1008
 HB1008                          STATION RECOVERY (1962)
 HB1008
 HB1008'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1962
 HB1008'RECOVERED IN GOOD CONDITION.
 HB1008
 HB1008                          STATION RECOVERY (2001)
 HB1008
 HB1008'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (DLB)
 HB1008'RECOVERED IN GOOD CONDITION.
 HB1008
 HB1008                          STATION RECOVERY (2001)
 HB1008
 HB1008'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (DLB)
 HB1008'MARK RECOVERED IN GOOD CONDITION.
 HB1008
 HB1008                          STATION RECOVERY (2002)
 HB1008
 HB1008'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1357 ***********************************************************************
 JD1357  DESIGNATION -  J 131
 JD1357  PID         -  JD1357
 JD1357  STATE/COUNTY-  MO/MORGAN
 JD1357  USGS QUAD   -  CROCKERVILLE (1980)
 JD1357
 JD1357                         *CURRENT SURVEY CONTROL
 JD1357  ___________________________________________________________________
 JD1357* NAD 83(1986)-  38 26 01.     (N)    093 03 58.     (W)     SCALED    
 JD1357* NAVD 88     -       299.867  (meters)     983.81   (feet)  ADJUSTED  
 JD1357  ___________________________________________________________________
 JD1357  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD1357  DYNAMIC HT  -         299.650 (meters)     983.10  (feet)  COMP
 JD1357  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 JD1357
 JD1357  VERT ORDER  -  SECOND    CLASS 0
 JD1357
 JD1357.The horizontal coordinates were scaled from a topographic map and have
 JD1357.an estimated accuracy of +/- 6 seconds.
 JD1357
 JD1357.The orthometric height was determined by differential leveling
 JD1357.and adjusted by the National Geodetic Survey in June 1991..
 JD1357
 JD1357.The geoid height was determined by GEOID03.
 JD1357
 JD1357.The dynamic height is computed by dividing the NAVD 88
 JD1357.geopotential number by the normal gravity value computed on the
 JD1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1357.degrees latitude (g = 980.6199 gals.).
 JD1357
 JD1357.The modeled gravity was interpolated from observed gravity values.
 JD1357
 JD1357;                    North         East    Units  Estimated Accuracy
 JD1357;SPC MO C     -   288,710.      450,570.      MT  (+/- 180 meters Scaled)
 JD1357
 JD1357                          SUPERSEDED SURVEY CONTROL
 JD1357
 JD1357  NGVD 29 (??/??/92)  299.744  (m)          983.41   (f) ADJ UNCH    2 0
 JD1357
 JD1357.Superseded values are not recommended for survey control.
 JD1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1357.See file dsdata.txt to determine how the superseded data were derived.
 JD1357
 JD1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC942539(NAD 83)
 JD1357_MARKER: DB = BENCH MARK DISK
 JD1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1357_STAMPING: J 131 1935
 JD1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1357+STABILITY: SURFACE MOTION
 JD1357
 JD1357  HISTORY     - Date     Condition        Report By
 JD1357  HISTORY     - 1935     MONUMENTED       CGS
 JD1357  HISTORY     - 1963     GOOD             NGS
 JD1357
 JD1357                          STATION DESCRIPTION
 JD1357
 JD1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1357'4.2 MI W FROM STOVER.
 JD1357'4.15 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILWAY
 JD1357'FROM THE STATION AT STOVER, 44 FEET SOUTH OF THE SOUTH RAIL,
 JD1357'0.15 MILE EAST OF THE BENTON-MORGAN COUNTY LINE, 53 FEET SOUTHWEST
 JD1357'OF THE CENTER LINE OF A CROSSING WITH A GRAVELED ROAD, 3.0
 JD1357'FEET NORTH OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 JD1357'ABOUT 2 FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE
 JD1357'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1298 ***********************************************************************
 JD1298  DESIGNATION -  J 132
 JD1298  PID         -  JD1298
 JD1298  STATE/COUNTY-  MO/BENTON
 JD1298  USGS QUAD   -  COLE CAMP (1961)
 JD1298
 JD1298                         *CURRENT SURVEY CONTROL
 JD1298  ___________________________________________________________________
 JD1298* NAD 83(1986)-  38 27 40.     (N)    093 13 16.     (W)     SCALED    
 JD1298* NAVD 88     -       289.992  (meters)     951.42   (feet)  ADJUSTED  
 JD1298  ___________________________________________________________________
 JD1298  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JD1298  DYNAMIC HT  -         289.784 (meters)     950.73  (feet)  COMP
 JD1298  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 JD1298
 JD1298  VERT ORDER  -  SECOND    CLASS 0
 JD1298
 JD1298.The horizontal coordinates were scaled from a topographic map and have
 JD1298.an estimated accuracy of +/- 6 seconds.
 JD1298
 JD1298.The orthometric height was determined by differential leveling
 JD1298.and adjusted by the National Geodetic Survey in June 1991..
 JD1298
 JD1298.The geoid height was determined by GEOID03.
 JD1298
 JD1298.The dynamic height is computed by dividing the NAVD 88
 JD1298.geopotential number by the normal gravity value computed on the
 JD1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1298.degrees latitude (g = 980.6199 gals.).
 JD1298
 JD1298.The modeled gravity was interpolated from observed gravity values.
 JD1298
 JD1298;                    North         East    Units  Estimated Accuracy
 JD1298;SPC MO C     -   291,860.      437,070.      MT  (+/- 180 meters Scaled)
 JD1298
 JD1298                          SUPERSEDED SURVEY CONTROL
 JD1298
 JD1298  NGVD 29 (??/??/92)  289.863  (m)          950.99   (f) ADJ UNCH    2 0
 JD1298
 JD1298.Superseded values are not recommended for survey control.
 JD1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1298.See file dsdata.txt to determine how the superseded data were derived.
 JD1298
 JD1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC807570(NAD 83)
 JD1298_MARKER: DB = BENCH MARK DISK
 JD1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1298_STAMPING: J 132 1935
 JD1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1298+STABILITY: SURFACE MOTION
 JD1298
 JD1298  HISTORY     - Date     Condition        Report By
 JD1298  HISTORY     - 1935     MONUMENTED       CGS
 JD1298  HISTORY     - 1963     GOOD             NGS
 JD1298
 JD1298                          STATION DESCRIPTION
 JD1298
 JD1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1298'0.8 MI W FROM COLE CAMP.
 JD1298'0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE AT
 JD1298'COLE CAMP, IN SECTION 27, T 43 N R 20 W, 56 FEET NORTHEAST OF
 JD1298'THE CENTER LINE OF STATE HIGHWAY 52, 189 FEET NORTHWEST OF THE
 JD1298'CENTER OF THE JUNCTION WITH A PAVED ROAD LEADING SOUTH, 31
 JD1298'FEET NORTHWEST OF A CORNER FENCE POST, 25 FEET NORTH OF A FENCE,
 JD1298'25.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD1298'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0109 ***********************************************************************
 KD0109  DESIGNATION -  J 133
 KD0109  PID         -  KD0109
 KD0109  STATE/COUNTY-  MO/MONROE
 KD0109  USGS QUAD   -  PARIS WEST (1979)
 KD0109
 KD0109                         *CURRENT SURVEY CONTROL
 KD0109  ___________________________________________________________________
 KD0109* NAD 83(1986)-  39 28 11.     (N)    092 00 05.     (W)     SCALED    
 KD0109* NAVD 88     -       212.094  (meters)     695.85   (feet)  ADJUSTED  
 KD0109  ___________________________________________________________________
 KD0109  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KD0109  DYNAMIC HT  -         211.971 (meters)     695.44  (feet)  COMP
 KD0109  MODELED GRAV-     980,040.4   (mgal)                       NAVD 88
 KD0109
 KD0109  VERT ORDER  -  SECOND    CLASS 0
 KD0109
 KD0109.The horizontal coordinates were scaled from a topographic map and have
 KD0109.an estimated accuracy of +/- 6 seconds.
 KD0109
 KD0109.The orthometric height was determined by differential leveling
 KD0109.and adjusted by the National Geodetic Survey in June 1991..
 KD0109
 KD0109.The geoid height was determined by GEOID03.
 KD0109
 KD0109.The dynamic height is computed by dividing the NAVD 88
 KD0109.geopotential number by the normal gravity value computed on the
 KD0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0109.degrees latitude (g = 980.6199 gals.).
 KD0109
 KD0109.The modeled gravity was interpolated from observed gravity values.
 KD0109
 KD0109;                    North         East    Units  Estimated Accuracy
 KD0109;SPC MO C     -   403,700.      542,900.      MT  (+/- 180 meters Scaled)
 KD0109
 KD0109                          SUPERSEDED SURVEY CONTROL
 KD0109
 KD0109  NGVD 29 (??/??/92)  212.111  (m)          695.90   (f) ADJ UNCH    2 0
 KD0109
 KD0109.Superseded values are not recommended for survey control.
 KD0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0109.See file dsdata.txt to determine how the superseded data were derived.
 KD0109
 KD0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD858693(NAD 83)
 KD0109_MARKER: DB = BENCH MARK DISK
 KD0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0109_SP_SET: CULVERT
 KD0109_STAMPING: J 133 1935
 KD0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0109
 KD0109  HISTORY     - Date     Condition        Report By
 KD0109  HISTORY     - 1935     MONUMENTED       CGS
 KD0109  HISTORY     - 1967     GOOD             NGS
 KD0109
 KD0109                          STATION DESCRIPTION
 KD0109
 KD0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0109'0.9 MI S FROM PARIS.
 KD0109'0.9 MILE SOUTH ALONG U.S. HIGHWAY 24 FROM THE COUNTY COURTHOUSE
 KD0109'AT PARIS, AT THE JUNCTION OF STATE HIGHWAY 15, AT A CONCRETE
 KD0109'CULVERT, AND IN THE TOP OF THE NORTH END OF THE EAST HEADWALL.
 KD0109'A STANDARD DISK, STAMPED J 133 1935.
 KD0109
 KD0109                          STATION RECOVERY (1967)
 KD0109
 KD0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0046 ***********************************************************************
 KD0046  DESIGNATION -  J 134
 KD0046  PID         -  KD0046
 KD0046  STATE/COUNTY-  MO/SHELBY
 KD0046  USGS QUAD   -  BETHEL (1964)
 KD0046
 KD0046                         *CURRENT SURVEY CONTROL
 KD0046  ___________________________________________________________________
 KD0046* NAD 83(1986)-  39 53 41.     (N)    092 07 00.     (W)     SCALED    
 KD0046* NAVD 88     -       243.920  (meters)     800.26   (feet)  ADJUSTED  
 KD0046  ___________________________________________________________________
 KD0046  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD0046  DYNAMIC HT  -         243.789 (meters)     799.83  (feet)  COMP
 KD0046  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 KD0046
 KD0046  VERT ORDER  -  SECOND    CLASS 0
 KD0046
 KD0046.The horizontal coordinates were scaled from a topographic map and have
 KD0046.an estimated accuracy of +/- 6 seconds.
 KD0046
 KD0046.The orthometric height was determined by differential leveling
 KD0046.and adjusted by the National Geodetic Survey in June 1991..
 KD0046
 KD0046.The geoid height was determined by GEOID03.
 KD0046
 KD0046.The dynamic height is computed by dividing the NAVD 88
 KD0046.geopotential number by the normal gravity value computed on the
 KD0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0046.degrees latitude (g = 980.6199 gals.).
 KD0046
 KD0046.The modeled gravity was interpolated from observed gravity values.
 KD0046
 KD0046;                    North         East    Units  Estimated Accuracy
 KD0046;SPC MO C     -   450,830.      532,780.      MT  (+/- 180 meters Scaled)
 KD0046
 KD0046                          SUPERSEDED SURVEY CONTROL
 KD0046
 KD0046  NGVD 29 (??/??/92)  243.949  (m)          800.36   (f) ADJ UNCH    2 0
 KD0046
 KD0046.Superseded values are not recommended for survey control.
 KD0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0046.See file dsdata.txt to determine how the superseded data were derived.
 KD0046
 KD0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE755164(NAD 83)
 KD0046_MARKER: DB = BENCH MARK DISK
 KD0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0046_STAMPING: J 134 1935
 KD0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0046+STABILITY: SURFACE MOTION
 KD0046
 KD0046  HISTORY     - Date     Condition        Report By
 KD0046  HISTORY     - 1935     MONUMENTED       CGS
 KD0046  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0046
 KD0046                          STATION DESCRIPTION
 KD0046
 KD0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0046'3.1 MI SE FROM LEONARD.
 KD0046'3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM LEONARD, 30 FEET
 KD0046'NORTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET WEST OF THE
 KD0046'SOUTHWEST CORNER OF A BROWN FARMHOUSE YARD, AND 1 FOOT SOUTH OF
 KD0046'THE FENCE.  A STANDARD DISK, STAMPED J 134 1935 AND SET IN THE
 KD0046'TOP OF A CONCRETE POST.  NOTE-- MARK SITE IS NOW ALONG STATE
 KD0046'ROAD M INSTEAD OF STATE HIGHWAY 15.
 KD0046
 KD0046                          STATION RECOVERY (1967)
 KD0046
 KD0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0505 ***********************************************************************
 KC0505  DESIGNATION -  J 135
 KC0505  PID         -  KC0505
 KC0505  STATE/COUNTY-  MO/RALLS
 KC0505  USGS QUAD   -  RENSSELAER (1958)
 KC0505
 KC0505                         *CURRENT SURVEY CONTROL
 KC0505  ___________________________________________________________________
 KC0505* NAD 83(1986)-  39 41 02.     (N)    091 31 09.     (W)     SCALED    
 KC0505* NAVD 88     -       224.524  (meters)     736.63   (feet)  ADJUSTED  
 KC0505  ___________________________________________________________________
 KC0505  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KC0505  DYNAMIC HT  -         224.400 (meters)     736.22  (feet)  COMP
 KC0505  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 KC0505
 KC0505  VERT ORDER  -  SECOND    CLASS 0
 KC0505
 KC0505.The horizontal coordinates were scaled from a topographic map and have
 KC0505.an estimated accuracy of +/- 6 seconds.
 KC0505
 KC0505.The orthometric height was determined by differential leveling
 KC0505.and adjusted by the National Geodetic Survey in June 1991..
 KC0505
 KC0505.The geoid height was determined by GEOID03.
 KC0505
 KC0505.The dynamic height is computed by dividing the NAVD 88
 KC0505.geopotential number by the normal gravity value computed on the
 KC0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0505.degrees latitude (g = 980.6199 gals.).
 KC0505
 KC0505.The modeled gravity was interpolated from observed gravity values.
 KC0505
 KC0505;                    North         East    Units  Estimated Accuracy
 KC0505;SPC MO E     -   427,850.      162,570.      MT  (+/- 180 meters Scaled)
 KC0505
 KC0505                          SUPERSEDED SURVEY CONTROL
 KC0505
 KC0505  NGVD 29 (??/??/92)  224.548  (m)          736.70   (f) ADJ UNCH    2 0
 KC0505
 KC0505.Superseded values are not recommended for survey control.
 KC0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0505.See file dsdata.txt to determine how the superseded data were derived.
 KC0505
 KC0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD269937(NAD 83)
 KC0505_MARKER: DB = BENCH MARK DISK
 KC0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0505_STAMPING: J 135 1935
 KC0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0505+STABILITY: SURFACE MOTION
 KC0505
 KC0505  HISTORY     - Date     Condition        Report By
 KC0505  HISTORY     - 1935     MONUMENTED       CGS
 KC0505
 KC0505                          STATION DESCRIPTION
 KC0505
 KC0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0505'2 MI E FROM RENSSELAER.
 KC0505'2 MILES EAST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0505'RENSSELAER, RALLS COUNTY, 3 POLES WEST OF MILEAGE SIGN 10.1,
 KC0505'ABOUT 13 1/2 RAILS EAST OF BRIDGE 010.1, 47 FEET NORTH OF THE
 KC0505'CENTER OF THE TRACK, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY
 KC0505'FENCE.  A STANDARD DISK, STAMPED J 135 1935 AND SET IN THE TOP
 KC0505'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0403 ***********************************************************************
 KC0403  DESIGNATION -  J 137
 KC0403  PID         -  KC0403
 KC0403  STATE/COUNTY-  MO/PIKE
 KC0403  USGS QUAD   -  VERA (1991)
 KC0403
 KC0403                         *CURRENT SURVEY CONTROL
 KC0403  ___________________________________________________________________
 KC0403* NAD 83(1986)-  39 22 42.     (N)    091 08 33.     (W)     SCALED    
 KC0403* NAVD 88     -       189.076  (meters)     620.33   (feet)  ADJUSTED  
 KC0403  ___________________________________________________________________
 KC0403  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KC0403  DYNAMIC HT  -         188.965 (meters)     619.96  (feet)  COMP
 KC0403  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 KC0403
 KC0403  VERT ORDER  -  SECOND    CLASS 0
 KC0403
 KC0403.The horizontal coordinates were scaled from a topographic map and have
 KC0403.an estimated accuracy of +/- 6 seconds.
 KC0403
 KC0403.The orthometric height was determined by differential leveling
 KC0403.and adjusted by the National Geodetic Survey in June 1991..
 KC0403
 KC0403.The geoid height was determined by GEOID03.
 KC0403
 KC0403.The dynamic height is computed by dividing the NAVD 88
 KC0403.geopotential number by the normal gravity value computed on the
 KC0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0403.degrees latitude (g = 980.6199 gals.).
 KC0403
 KC0403.The modeled gravity was interpolated from observed gravity values.
 KC0403
 KC0403;                    North         East    Units  Estimated Accuracy
 KC0403;SPC MO E     -   393,630.      194,640.      MT  (+/- 180 meters Scaled)
 KC0403
 KC0403                          SUPERSEDED SURVEY CONTROL
 KC0403
 KC0403  NGVD 29 (??/??/92)  189.104  (m)          620.42   (f) ADJ UNCH    2 0
 KC0403
 KC0403.Superseded values are not recommended for survey control.
 KC0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0403.See file dsdata.txt to determine how the superseded data were derived.
 KC0403
 KC0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD599604(NAD 83)
 KC0403_MARKER: DB = BENCH MARK DISK
 KC0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0403_STAMPING: J 137 1935
 KC0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0403+STABILITY: SURFACE MOTION
 KC0403
 KC0403  HISTORY     - Date     Condition        Report By
 KC0403  HISTORY     - 1935     MONUMENTED       CGS
 KC0403
 KC0403                          STATION DESCRIPTION
 KC0403
 KC0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0403'4.4 MI E FROM BOWLING GREEN.
 KC0403'4.4 MILES EAST ALONG THE CHICAGO AND ALTON RAILROAD FROM THE
 KC0403'STATION AT BOWLING GREEN, PIKE COUNTY, 4 YARDS EAST OF THE
 KC0403'STATION SIGNBOARD AT VERA, 42 YARDS SOUTH OF THE POST OFFICE AT
 KC0403'VERA, AND 8 YARDS NORTH OF THE CENTERLINE OF THE TRACK.  A
 KC0403'STANDARD DISK, STAMPED J 137 1935 AND SET IN THE TOP OF A
 KC0403'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0056 ***********************************************************************
 HC0056  DESIGNATION -  J 139
 HC0056  PID         -  HC0056
 HC0056  STATE/COUNTY-  MO/MADISON
 HC0056  USGS QUAD   -  FREDERICKTOWN (1980)
 HC0056
 HC0056                         *CURRENT SURVEY CONTROL
 HC0056  ___________________________________________________________________
 HC0056* NAD 83(1986)-  37 33 50.     (N)    090 17 19.     (W)     SCALED    
 HC0056* NAVD 88     -       221.086  (meters)     725.35   (feet)  ADJUSTED  
 HC0056  ___________________________________________________________________
 HC0056  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HC0056  DYNAMIC HT  -         220.926 (meters)     724.82  (feet)  COMP
 HC0056  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 HC0056
 HC0056  VERT ORDER  -  SECOND    CLASS 0
 HC0056
 HC0056.The horizontal coordinates were scaled from a topographic map and have
 HC0056.an estimated accuracy of +/- 6 seconds.
 HC0056
 HC0056.The orthometric height was determined by differential leveling
 HC0056.and adjusted by the National Geodetic Survey in June 1991..
 HC0056
 HC0056.The geoid height was determined by GEOID03.
 HC0056
 HC0056.The dynamic height is computed by dividing the NAVD 88
 HC0056.geopotential number by the normal gravity value computed on the
 HC0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0056.degrees latitude (g = 980.6199 gals.).
 HC0056
 HC0056.The modeled gravity was interpolated from observed gravity values.
 HC0056
 HC0056;                    North         East    Units  Estimated Accuracy
 HC0056;SPC MO E     -   192,050.      268,680.      MT  (+/- 180 meters Scaled)
 HC0056
 HC0056                          SUPERSEDED SURVEY CONTROL
 HC0056
 HC0056  NGVD 29 (??/??/92)  221.152  (m)          725.56   (f) ADJ UNCH    2 0
 HC0056
 HC0056.Superseded values are not recommended for survey control.
 HC0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0056.See file dsdata.txt to determine how the superseded data were derived.
 HC0056
 HC0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB394608(NAD 83)
 HC0056_MARKER: DB = BENCH MARK DISK
 HC0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0056_STAMPING: J 139 1935
 HC0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0056+STABILITY: SURFACE MOTION
 HC0056
 HC0056  HISTORY     - Date     Condition        Report By
 HC0056  HISTORY     - 1935     MONUMENTED       CGS
 HC0056  HISTORY     - 1976     MARK NOT FOUND   USGS
 HC0056  HISTORY     - 1976     MARK NOT FOUND   USGS
 HC0056
 HC0056                          STATION DESCRIPTION
 HC0056
 HC0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0056'AT FREDERICKTOWN.
 HC0056'AT FREDERICKTOWN, ON THE MISSOURI PACIFIC RAILROAD, 0.2 MILE WEST
 HC0056'OF MILEPOST 105, AT POLE 104/22-1/2, 35 FEET EAST OF THE
 HC0056'CENTERLINE OF THE TRACK, 48 FEET SOUTH OF THE CENTERLINE OF
 HC0056'STATE HIGHWAY 70, AND 20 FEET SOUTHWEST OF A FENCE CORNER.  A
 HC0056'STANDARD DISK, STAMPED J 139 1935 AND SET IN THE TOP OF A
 HC0056'CONCRETE POST.
 HC0056
 HC0056                          STATION RECOVERY (1976)
 HC0056
 HC0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0056'MARK NOT FOUND.
 HC0056
 HC0056                          STATION RECOVERY (1976)
 HC0056
 HC0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0204 ***********************************************************************
 HC0204  DESIGNATION -  J 139
 HC0204  PID         -  HC0204
 HC0204  STATE/COUNTY-  MO/IRON
 HC0204  USGS QUAD   -  DES ARC (1980)
 HC0204
 HC0204                         *CURRENT SURVEY CONTROL
 HC0204  ___________________________________________________________________
 HC0204* NAD 83(1986)-  37 18 58.     (N)    090 40 02.     (W)     SCALED    
 HC0204* NAVD 88     -       172.529  (meters)     566.04   (feet)  ADJUSTED  
 HC0204  ___________________________________________________________________
 HC0204  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HC0204  DYNAMIC HT  -         172.396 (meters)     565.60  (feet)  COMP
 HC0204  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 HC0204
 HC0204  VERT ORDER  -  SECOND    CLASS 0
 HC0204
 HC0204.The horizontal coordinates were scaled from a topographic map and have
 HC0204.an estimated accuracy of +/- 6 seconds.
 HC0204
 HC0204.The orthometric height was determined by differential leveling
 HC0204.and adjusted by the National Geodetic Survey in June 1991..
 HC0204
 HC0204.The geoid height was determined by GEOID03.
 HC0204
 HC0204.The dynamic height is computed by dividing the NAVD 88
 HC0204.geopotential number by the normal gravity value computed on the
 HC0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0204.degrees latitude (g = 980.6199 gals.).
 HC0204
 HC0204.The modeled gravity was interpolated from observed gravity values.
 HC0204
 HC0204;                    North         East    Units  Estimated Accuracy
 HC0204;SPC MO E     -   164,550.      235,180.      MT  (+/- 180 meters Scaled)
 HC0204
 HC0204                          SUPERSEDED SURVEY CONTROL
 HC0204
 HC0204  NGVD 29 (??/??/92)  172.543  (m)          566.08   (f) ADJ UNCH    2 0
 HC0204
 HC0204.Superseded values are not recommended for survey control.
 HC0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0204.See file dsdata.txt to determine how the superseded data were derived.
 HC0204
 HC0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB067324(NAD 83)
 HC0204_MARKER: DB = BENCH MARK DISK
 HC0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0204_STAMPING: J 139 1935
 HC0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0204+STABILITY: SURFACE MOTION
 HC0204
 HC0204  HISTORY     - Date     Condition        Report By
 HC0204  HISTORY     - 1935     MONUMENTED       CGS
 HC0204  HISTORY     - 1966     MARK NOT FOUND   USGS
 HC0204
 HC0204                          STATION DESCRIPTION
 HC0204
 HC0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0204'3.8 MI S FROM ANNAPOLIS.
 HC0204'3.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0204'STATION AT ANNAPOLIS, AT POLE 111/37, AT A FARM-ROAD CROSSING,
 HC0204'30 FEET WEST OF THE CENTERLINE OF THE TRACK, 24 FEET SOUTH OF THE
 HC0204'CENTERLINE OF THE ROAD, AND 17 FEET EAST OF A FENCE.  A STANDARD
 HC0204'DISK, STAMPED J 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0204
 HC0204                          STATION RECOVERY (1966)
 HC0204
 HC0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HC0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0020 ***********************************************************************
 GE0020  DESIGNATION -  J 14
 GE0020  PID         -  GE0020
 GE0020  STATE/COUNTY-  MO/BUTLER
 GE0020  USGS QUAD   -  POPLAR BLUFF (1979)
 GE0020
 GE0020                         *CURRENT SURVEY CONTROL
 GE0020  ___________________________________________________________________
 GE0020* NAD 83(1986)-  36 45 23.     (N)    090 23 26.     (W)     SCALED    
 GE0020* NAVD 88     -       104.540  (meters)     342.98   (feet)  ADJUSTED  
 GE0020  ___________________________________________________________________
 GE0020  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GE0020  DYNAMIC HT  -         104.457 (meters)     342.71  (feet)  COMP
 GE0020  MODELED GRAV-     979,842.7   (mgal)                       NAVD 88
 GE0020
 GE0020  VERT ORDER  -  FIRST     CLASS II
 GE0020
 GE0020.The horizontal coordinates were scaled from a topographic map and have
 GE0020.an estimated accuracy of +/- 6 seconds.
 GE0020
 GE0020.The orthometric height was determined by differential leveling
 GE0020.and adjusted by the National Geodetic Survey in June 1991..
 GE0020
 GE0020.The geoid height was determined by GEOID03.
 GE0020
 GE0020.The dynamic height is computed by dividing the NAVD 88
 GE0020.geopotential number by the normal gravity value computed on the
 GE0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0020.degrees latitude (g = 980.6199 gals.).
 GE0020
 GE0020.The modeled gravity was interpolated from observed gravity values.
 GE0020
 GE0020;                    North         East    Units  Estimated Accuracy
 GE0020;SPC MO E     -   102,430.      259,770.      MT  (+/- 180 meters Scaled)
 GE0020
 GE0020                          SUPERSEDED SURVEY CONTROL
 GE0020
 GE0020  NGVD 29 (??/??/92)  104.550  (m)          343.01   (f) ADJ UNCH    1 2
 GE0020
 GE0020.Superseded values are not recommended for survey control.
 GE0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0020.See file dsdata.txt to determine how the superseded data were derived.
 GE0020
 GE0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA329710(NAD 83)
 GE0020_MARKER: DB = BENCH MARK DISK
 GE0020_SETTING: 66 = SET IN ROCK OUTCROP
 GE0020_SP_SET: ROCK LEDGE
 GE0020_STAMPING: 343.031 J 14 1932
 GE0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0020+STABILITY: POSITION/ELEVATION WELL
 GE0020
 GE0020  HISTORY     - Date     Condition        Report By
 GE0020  HISTORY     - 1932     MONUMENTED       CGS
 GE0020  HISTORY     - 1934     GOOD             NGS
 GE0020  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0020
 GE0020                          STATION DESCRIPTION
 GE0020
 GE0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0020'AT POPLAR BLUFF.
 GE0020'AT POPLAR BLUFF, BULTER COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GE0020'RAILWAY, 60 FEET EAST OF THE OVERHEAD CROSSING OF MAIN STREET
 GE0020'(RAILWAY BRIDGE NO. 194.6), 4 FEET SOUTH OF THE CENTERLINE OF THE
 GE0020'TRACK, AT THE FOOT OF THE SOUTH RETAINING WALL, IN A 6-INCH
 GE0020'ROCK LEDGE, JUST WEST OF THE JUNCTION OF THE STONE AND THE
 GE0020'CONCRETE, AND 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 GE0020'343.031 J 14 1932.
 GE0020
 GE0020                          STATION RECOVERY (2002)
 GE0020
 GE0020'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1031 ***********************************************************************
 HB1031  DESIGNATION -  J 140
 HB1031  PID         -  HB1031
 HB1031  STATE/COUNTY-  MO/PERRY
 HB1031  USGS QUAD   -  PERRYVILLE EAST (1980)
 HB1031
 HB1031                         *CURRENT SURVEY CONTROL
 HB1031  ___________________________________________________________________
 HB1031* NAD 83(1986)-  37 43 50.     (N)    089 51 42.     (W)     SCALED    
 HB1031* NAVD 88     -       159.135  (meters)     522.10   (feet)  ADJUSTED  
 HB1031  ___________________________________________________________________
 HB1031  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 HB1031  DYNAMIC HT  -         159.026 (meters)     521.74  (feet)  COMP
 HB1031  MODELED GRAV-     979,939.1   (mgal)                       NAVD 88
 HB1031
 HB1031  VERT ORDER  -  SECOND    CLASS 0
 HB1031
 HB1031.The horizontal coordinates were scaled from a topographic map and have
 HB1031.an estimated accuracy of +/- 6 seconds.
 HB1031
 HB1031.The orthometric height was determined by differential leveling
 HB1031.and adjusted by the National Geodetic Survey in June 1991..
 HB1031
 HB1031.The geoid height was determined by GEOID03.
 HB1031
 HB1031.The dynamic height is computed by dividing the NAVD 88
 HB1031.geopotential number by the normal gravity value computed on the
 HB1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1031.degrees latitude (g = 980.6199 gals.).
 HB1031
 HB1031.The modeled gravity was interpolated from observed gravity values.
 HB1031
 HB1031;                    North         East    Units  Estimated Accuracy
 HB1031;SPC MO E     -   210,720.      306,270.      MT  (+/- 180 meters Scaled)
 HB1031
 HB1031                          SUPERSEDED SURVEY CONTROL
 HB1031
 HB1031  NGVD 29 (??/??/??)  159.239  (m)          522.44   (f) ADJUSTED    2 0
 HB1031
 HB1031.Superseded values are not recommended for survey control.
 HB1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1031.See file dsdata.txt to determine how the superseded data were derived.
 HB1031
 HB1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG478797(NAD 83)
 HB1031_MARKER: DB = BENCH MARK DISK
 HB1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1031_STAMPING: J 140 1935
 HB1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1031+STABILITY: SURFACE MOTION
 HB1031
 HB1031  HISTORY     - Date     Condition        Report By
 HB1031  HISTORY     - 1935     MONUMENTED       CGS
 HB1031  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1031  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1031  HISTORY     - 1976     MARK NOT FOUND   USGS
 HB1031
 HB1031                          STATION DESCRIPTION
 HB1031
 HB1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1031'0.4 MI N FROM PERRYVILLE.
 HB1031'0.4 MILE NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 HB1031'AT PERRYVILLE, PERRY COUNTY, AT THE JUNCTION OF STATE HIGHWAY
 HB1031'25, 40 FEET NORTH OF STATE HIGHWAY 25, AND 40 FEET WEST OF
 HB1031'STATE HIGHWAY 51.  A STANDARD DISK, STAMPED J 140 1935 AND SET
 HB1031'IN THE TOP OF A CONCRETE POST.
 HB1031
 HB1031                          STATION RECOVERY (1976)
 HB1031
 HB1031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1031'MARK NOT FOUND.
 HB1031
 HB1031                          STATION RECOVERY (1976)
 HB1031
 HB1031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1031'MARK NOT FOUND.
 HB1031
 HB1031                          STATION RECOVERY (1976)
 HB1031
 HB1031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0969 ***********************************************************************
 HB0969  DESIGNATION -  J 141
 HB0969  PID         -  HB0969
 HB0969  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB0969  USGS QUAD   -  BURFORDVILLE (1980)
 HB0969
 HB0969                         *CURRENT SURVEY CONTROL
 HB0969  ___________________________________________________________________
 HB0969* NAD 83(1986)-  37 16 12.     (N)    089 51 49.     (W)     SCALED    
 HB0969* NAVD 88     -       116.606  (meters)     382.56   (feet)  ADJUSTED  
 HB0969  ___________________________________________________________________
 HB0969  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 HB0969  DYNAMIC HT  -         116.520 (meters)     382.28  (feet)  COMP
 HB0969  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 HB0969
 HB0969  VERT ORDER  -  SECOND    CLASS 0
 HB0969
 HB0969.The horizontal coordinates were scaled from a topographic map and have
 HB0969.an estimated accuracy of +/- 6 seconds.
 HB0969
 HB0969.The orthometric height was determined by differential leveling
 HB0969.and adjusted by the National Geodetic Survey in June 1991..
 HB0969
 HB0969.The geoid height was determined by GEOID03.
 HB0969
 HB0969.The dynamic height is computed by dividing the NAVD 88
 HB0969.geopotential number by the normal gravity value computed on the
 HB0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0969.degrees latitude (g = 980.6199 gals.).
 HB0969
 HB0969.The modeled gravity was interpolated from observed gravity values.
 HB0969
 HB0969;                    North         East    Units  Estimated Accuracy
 HB0969;SPC MO E     -   159,610.      306,440.      MT  (+/- 180 meters Scaled)
 HB0969
 HB0969                          SUPERSEDED SURVEY CONTROL
 HB0969
 HB0969  NGVD 29 (??/??/??)  116.583  (m)          382.49   (f) ADJUSTED    2 0
 HB0969
 HB0969.Superseded values are not recommended for survey control.
 HB0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0969.See file dsdata.txt to determine how the superseded data were derived.
 HB0969
 HB0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG460286(NAD 83)
 HB0969_MARKER: DB = BENCH MARK DISK
 HB0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0969_STAMPING: J 141 1935
 HB0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0969+STABILITY: SURFACE MOTION
 HB0969
 HB0969  HISTORY     - Date     Condition        Report By
 HB0969  HISTORY     - 1935     MONUMENTED       CGS
 HB0969  HISTORY     - 1976     GOOD             USGS
 HB0969  HISTORY     - 1976     GOOD             USGS
 HB0969  HISTORY     - 1976     GOOD             USGS
 HB0969
 HB0969                          STATION DESCRIPTION
 HB0969
 HB0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0969'4 MI NW FROM WHITE WATER.
 HB0969'4.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB0969'STATION AT WHITE WATER, CAPE GIRARDEAU COUNTY, AT MILEAGE 140.20,
 HB0969'97 FEET EAST OF WOODEN TRESTLE NO. 897 B, AT A ROAD CROSSING,
 HB0969'18 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 15 FEET NORTH OF
 HB0969'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED J 141 1935
 HB0969'AND SET IN THE TOP OF A CONCRETE POST.
 HB0969'NOTE--MARK MAY ALSO BE FOUND,...2.0 MILES NORTH AND 3.5 MILES
 HB0969'WEST OF WHITEWATER T 30 N R 11 E.  IN THE SOUTHWEST 1/4 OF THE
 HB0969'NORTHWEST 1/4 OF SEC. 17--20 FEET NORTH, 12 FEET WEST AND 0.4
 HB0969'FOOT HIGHER THAN THE CENTERLINE OF THE NORTH-SOUTH ROAD.  AT
 HB0969'THE OLD RAILROAD GRADE CROSSING.  1 FOOT EAST OF A WITNESS
 HB0969'POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 HB0969
 HB0969                          STATION RECOVERY (1976)
 HB0969
 HB0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0969'RECOVERED IN GOOD CONDITION.
 HB0969
 HB0969                          STATION RECOVERY (1976)
 HB0969
 HB0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0969'RAILROAD TRACKS HAVE BEEN REMOVED AND ROAD HAS BEEN CHANGED. NEW
 HB0969'DESCRIPTION SHOULD READ-- WHITEWATER. 2.0 MI. N. AND 3.5 MI. W. OF--
 HB0969'T 30 N R 11 E. IN THE SW 1/4 OF THE NW 1/4 OF SEC. 17-- 20 FT. N 12
 HB0969'FT. W. AND 0.4 FT. HIGHER THAN THE CENTERLINE OF THE N-S RD. AT THE
 HB0969'OLD RAILROAD GRADE X-ING. 1 FT. E. OF A WITNESS POST. A STANDARD DISK
 HB0969'STAMPED J 141 1935 AND SET IN THE TOP OF A CONC. POST.
 HB0969
 HB0969                          STATION RECOVERY (1976)
 HB0969
 HB0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HB0969'RAILROAD TRACKS HAVE BEEN REMOVED AND ROAD HAS BEEN CHANGED. NEW
 HB0969'DESCRIPTION SHOULD READ-- WHITEWATER. 2.0 MI. N. AND 3.5 MI. W. OF--
 HB0969'T 30 N R 11 E. IN THE SW 1/4 OF THE NW 1/4 OF SEC. 17-- 20 FT. N 12
 HB0969'FT. W. AND 0.4 FT. HIGHER THAN THE CENTERLINE OF THE N-S RD. AT THE
 HB0969'OLD RAILROAD GRADE X-ING. 1 FT. E. OF A WITNESS POST. A STANDARD DISK
 HB0969'STAMPED J 141 1935 AND SET IN THE TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0476 ***********************************************************************
 KC0476  DESIGNATION -  J 146
 KC0476  PID         -  KC0476
 KC0476  STATE/COUNTY-  MO/CALLAWAY
 KC0476  USGS QUAD   -  AUXVASSE (1972)
 KC0476
 KC0476                         *CURRENT SURVEY CONTROL
 KC0476  ___________________________________________________________________
 KC0476* NAD 83(1986)-  39 00 58.     (N)    091 53 54.     (W)     SCALED    
 KC0476* NAVD 88     -       266.502  (meters)     874.35   (feet)  ADJUSTED  
 KC0476  ___________________________________________________________________
 KC0476  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0476  DYNAMIC HT  -         266.332 (meters)     873.79  (feet)  COMP
 KC0476  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 KC0476
 KC0476  VERT ORDER  -  SECOND    CLASS 0
 KC0476
 KC0476.The horizontal coordinates were scaled from a topographic map and have
 KC0476.an estimated accuracy of +/- 6 seconds.
 KC0476
 KC0476.The orthometric height was determined by differential leveling
 KC0476.and adjusted by the National Geodetic Survey in June 1991..
 KC0476
 KC0476.The geoid height was determined by GEOID03.
 KC0476
 KC0476.The dynamic height is computed by dividing the NAVD 88
 KC0476.geopotential number by the normal gravity value computed on the
 KC0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0476.degrees latitude (g = 980.6199 gals.).
 KC0476
 KC0476.The modeled gravity was interpolated from observed gravity values.
 KC0476
 KC0476;                    North         East    Units  Estimated Accuracy
 KC0476;SPC MO C     -   353,390.      552,110.      MT  (+/- 180 meters Scaled)
 KC0476
 KC0476                          SUPERSEDED SURVEY CONTROL
 KC0476
 KC0476  NGVD 29 (??/??/92)  266.503  (m)          874.35   (f) ADJ UNCH    2 0
 KC0476
 KC0476.Superseded values are not recommended for survey control.
 KC0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0476.See file dsdata.txt to determine how the superseded data were derived.
 KC0476
 KC0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD953191(NAD 83)
 KC0476_MARKER: DB = BENCH MARK DISK
 KC0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0476_STAMPING: J 146 1935
 KC0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0476+STABILITY: SURFACE MOTION
 KC0476
 KC0476  HISTORY     - Date     Condition        Report By
 KC0476  HISTORY     - 1935     MONUMENTED       CGS
 KC0476
 KC0476                          STATION DESCRIPTION
 KC0476
 KC0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0476'AT AUXVASSE.
 KC0476'AT AUXVASSE, CALLAWAY COUNTY, 8 RAILS SOUTH OF THE CHICAGO AND
 KC0476'ALTON RAILROAD STATION, 30 FEET WEST OF THE CENTERLINE OF THE
 KC0476'TRACK, AND 20 FEET NORTH OF THE CENTERLINE OF A STREET.  A
 KC0476'STANDARD DISK, STAMPED J 146 1935 AND SET IN THE TOP OF A
 KC0476'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0489 ***********************************************************************
 KC0489  DESIGNATION -  J 147
 KC0489  PID         -  KC0489
 KC0489  STATE/COUNTY-  MO/AUDRAIN
 KC0489  USGS QUAD   -  MEXICO EAST (1984)
 KC0489
 KC0489                         *CURRENT SURVEY CONTROL
 KC0489  ___________________________________________________________________
 KC0489* NAD 83(1986)-  39 09 48.     (N)    091 51 35.     (W)     SCALED    
 KC0489* NAVD 88     -       233.647  (meters)     766.56   (feet)  ADJUSTED  
 KC0489  ___________________________________________________________________
 KC0489  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KC0489  DYNAMIC HT  -         233.502 (meters)     766.08  (feet)  COMP
 KC0489  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 KC0489
 KC0489  VERT ORDER  -  SECOND    CLASS 0
 KC0489
 KC0489.The horizontal coordinates were scaled from a topographic map and have
 KC0489.an estimated accuracy of +/- 6 seconds.
 KC0489
 KC0489.The orthometric height was determined by differential leveling
 KC0489.and adjusted by the National Geodetic Survey in June 1991..
 KC0489.WARNING-Repeat measurements at this control monument indicate possible
 KC0489.vertical movement.
 KC0489
 KC0489.The geoid height was determined by GEOID03.
 KC0489
 KC0489.The dynamic height is computed by dividing the NAVD 88
 KC0489.geopotential number by the normal gravity value computed on the
 KC0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0489.degrees latitude (g = 980.6199 gals.).
 KC0489
 KC0489.The modeled gravity was interpolated from observed gravity values.
 KC0489
 KC0489;                    North         East    Units  Estimated Accuracy
 KC0489;SPC MO C     -   369,760.      555,330.      MT  (+/- 180 meters Scaled)
 KC0489
 KC0489                          SUPERSEDED SURVEY CONTROL
 KC0489
 KC0489  NGVD 29 (??/??/92)  233.650  (m)          766.57   (f) ADJ UNCH    2 0
 KC0489
 KC0489.Superseded values are not recommended for survey control.
 KC0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0489.See file dsdata.txt to determine how the superseded data were derived.
 KC0489
 KC0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD985355(NAD 83)
 KC0489_MARKER: DB = BENCH MARK DISK
 KC0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0489_STAMPING: J 147 1935
 KC0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0489+STABILITY: SURFACE MOTION
 KC0489
 KC0489  HISTORY     - Date     Condition        Report By
 KC0489  HISTORY     - 1935     MONUMENTED       CGS
 KC0489  HISTORY     - 1958     POOR             NGS
 KC0489
 KC0489                          STATION DESCRIPTION
 KC0489
 KC0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KC0489'1.5 MI E FROM MEXICO.
 KC0489'1.5 MILES EAST ALONG THE WABASH RAILROAD FROM THE COUNTY
 KC0489'COURTHOUSE AT MEXICO, AUDRAIN COUNTY, 30 RAILS EAST OF MILEPOST
 KC0489'168, 63 FEET WEST OF A PRIVATE DIRT-ROAD CROSSING, AT THE REAR
 KC0489'OF THE DIXIE ROADHOUSE AND TOURIST CAMP, 35 FEET NORTH OF THE
 KC0489'CENTERLINE OF THE TRACK, AND 21 FEET EAST OF A POLE.  A STANDARD
 KC0489'DISK, STAMPED J 147 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0691 ***********************************************************************
 JC0691  DESIGNATION -  J 148
 JC0691  PID         -  JC0691
 JC0691  STATE/COUNTY-  MO/WARREN
 JC0691  USGS QUAD   -  JONESBURG (1985)
 JC0691
 JC0691                         *CURRENT SURVEY CONTROL
 JC0691  ___________________________________________________________________
 JC0691* NAD 83(1986)-  38 50 23.     (N)    091 16 37.     (W)     SCALED    
 JC0691* NAVD 88     -       275.110  (meters)     902.59   (feet)  ADJUSTED  
 JC0691  ___________________________________________________________________
 JC0691  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JC0691  DYNAMIC HT  -         274.931 (meters)     902.00  (feet)  COMP
 JC0691  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 JC0691
 JC0691  VERT ORDER  -  SECOND    CLASS 0
 JC0691
 JC0691.The horizontal coordinates were scaled from a topographic map and have
 JC0691.an estimated accuracy of +/- 6 seconds.
 JC0691
 JC0691.The orthometric height was determined by differential leveling
 JC0691.and adjusted by the National Geodetic Survey in June 1991..
 JC0691
 JC0691.The geoid height was determined by GEOID03.
 JC0691
 JC0691.The dynamic height is computed by dividing the NAVD 88
 JC0691.geopotential number by the normal gravity value computed on the
 JC0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0691.degrees latitude (g = 980.6199 gals.).
 JC0691
 JC0691.The modeled gravity was interpolated from observed gravity values.
 JC0691
 JC0691;                    North         East    Units  Estimated Accuracy
 JC0691;SPC MO E     -   333,930.      182,550.      MT  (+/- 180 meters Scaled)
 JC0691
 JC0691                          SUPERSEDED SURVEY CONTROL
 JC0691
 JC0691  NGVD 29 (??/??/92)  275.112  (m)          902.60   (f) ADJ UNCH    2 0
 JC0691
 JC0691.Superseded values are not recommended for survey control.
 JC0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0691.See file dsdata.txt to determine how the superseded data were derived.
 JC0691
 JC0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD495004(NAD 83)
 JC0691_MARKER: DB = BENCH MARK DISK
 JC0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0691_STAMPING: J 148 1935
 JC0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0691+STABILITY: SURFACE MOTION
 JC0691
 JC0691  HISTORY     - Date     Condition        Report By
 JC0691  HISTORY     - 1935     MONUMENTED       CGS
 JC0691
 JC0691                          STATION DESCRIPTION
 JC0691
 JC0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0691'2.6 MI W FROM PENDLETON.
 JC0691'2.6 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0691'PENDLETON, WARREN COUNTY, AT MILEAGE 208.7, 8-1/2 RAILS EAST OF
 JC0691'CULVERT 219, AT A FARM-ROAD CROSSING, 45 FEET SOUTH OF THE
 JC0691'CENTERLINE OF THE TRACK, AND AT THE REAR OF THE ED LUDIE FARMHOUSE.
 JC0691'A STANDARD DISK, STAMPED J 148 1935 AND SET IN THE TOP OF A
 JC0691'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0550 ***********************************************************************
 JC0550  DESIGNATION -  J 149
 JC0550  PID         -  JC0550
 JC0550  STATE/COUNTY-  MO/ST CHARLES
 JC0550  USGS QUAD   -  KAMPVILLE (1994)
 JC0550
 JC0550                         *CURRENT SURVEY CONTROL
 JC0550  ___________________________________________________________________
 JC0550* NAD 83(1986)-  38 48 11.     (N)    090 37 16.     (W)     SCALED    
 JC0550* NAVD 88     -       134.956  (meters)     442.77   (feet)  ADJUSTED  
 JC0550  ___________________________________________________________________
 JC0550  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JC0550  DYNAMIC HT  -         134.872 (meters)     442.49  (feet)  COMP
 JC0550  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 JC0550
 JC0550  VERT ORDER  -  SECOND    CLASS 0
 JC0550
 JC0550.The horizontal coordinates were scaled from a topographic map and have
 JC0550.an estimated accuracy of +/- 6 seconds.
 JC0550
 JC0550.The orthometric height was determined by differential leveling
 JC0550.and adjusted by the National Geodetic Survey in June 1991..
 JC0550
 JC0550.The geoid height was determined by GEOID03.
 JC0550
 JC0550.The dynamic height is computed by dividing the NAVD 88
 JC0550.geopotential number by the normal gravity value computed on the
 JC0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0550.degrees latitude (g = 980.6199 gals.).
 JC0550
 JC0550.The modeled gravity was interpolated from observed gravity values.
 JC0550
 JC0550;                    North         East    Units  Estimated Accuracy
 JC0550;SPC MO E     -   329,580.      239,480.      MT  (+/- 180 meters Scaled)
 JC0550
 JC0550                          SUPERSEDED SURVEY CONTROL
 JC0550
 JC0550  NGVD 29 (??/??/92)  134.983  (m)          442.86   (f) ADJ UNCH    2 0
 JC0550
 JC0550.Superseded values are not recommended for survey control.
 JC0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0550.See file dsdata.txt to determine how the superseded data were derived.
 JC0550
 JC0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC065976(NAD 83)
 JC0550_MARKER: DB = BENCH MARK DISK
 JC0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0550_STAMPING: J 149 1935
 JC0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0550+STABILITY: SURFACE MOTION
 JC0550
 JC0550  HISTORY     - Date     Condition        Report By
 JC0550  HISTORY     - 1935     MONUMENTED       CGS
 JC0550  HISTORY     - 20060724 MARK NOT FOUND   INDIV
 JC0550
 JC0550                          STATION DESCRIPTION
 JC0550
 JC0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0550'AT ST PETERS.
 JC0550'AT ST. PETERS, ST. CHARLES COUNTY, ON THE WABASH RAILROAD, 100
 JC0550'YARDS NORTHWEST OF THE GRAIN ELEVATOR, 50 FEET NORTH OF THE
 JC0550'CENTERLINE OF THE MAIN TRACK, AND 12 FEET NORTH OF A POLE.  A
 JC0550'STANDARD DISK, STAMPED J 149 1935 AND SET IN THE TOP OF A
 JC0550'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 JC0550
 JC0550                          STATION RECOVERY (2006)
 JC0550
 JC0550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MSS)
 JC0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0562 ***********************************************************************
 LD0562  DESIGNATION -  J 15
 LD0562  PID         -  LD0562
 LD0562  STATE/COUNTY-  MO/LEWIS
 LD0562  USGS QUAD   -  MONTICELLO (1975)
 LD0562
 LD0562                         *CURRENT SURVEY CONTROL
 LD0562  ___________________________________________________________________
 LD0562* NAD 83(1986)-  40 01 27.     (N)    091 43 43.     (W)     SCALED    
 LD0562* NAVD 88     -       202.045  (meters)     662.88   (feet)  ADJUSTED  
 LD0562  ___________________________________________________________________
 LD0562  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LD0562  DYNAMIC HT  -         201.940 (meters)     662.53  (feet)  COMP
 LD0562  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 LD0562
 LD0562  VERT ORDER  -  FIRST     CLASS II
 LD0562
 LD0562.The horizontal coordinates were scaled from a topographic map and have
 LD0562.an estimated accuracy of +/- 6 seconds.
 LD0562
 LD0562.The orthometric height was determined by differential leveling
 LD0562.and adjusted by the National Geodetic Survey in June 1991..
 LD0562
 LD0562.The geoid height was determined by GEOID03.
 LD0562
 LD0562.The dynamic height is computed by dividing the NAVD 88
 LD0562.geopotential number by the normal gravity value computed on the
 LD0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0562.degrees latitude (g = 980.6199 gals.).
 LD0562
 LD0562.The modeled gravity was interpolated from observed gravity values.
 LD0562
 LD0562;                    North         East    Units  Estimated Accuracy
 LD0562;SPC MO E     -   465,860.      145,130.      MT  (+/- 180 meters Scaled)
 LD0562
 LD0562                          SUPERSEDED SURVEY CONTROL
 LD0562
 LD0562  NGVD 29 (??/??/92)  202.111  (m)          663.09   (f) ADJ UNCH    1 2
 LD0562
 LD0562.Superseded values are not recommended for survey control.
 LD0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0562.See file dsdata.txt to determine how the superseded data were derived.
 LD0562
 LD0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE084312(NAD 83)
 LD0562_MARKER: DB = BENCH MARK DISK
 LD0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0562_STAMPING: J 15 1933
 LD0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0562+STABILITY: SURFACE MOTION
 LD0562
 LD0562  HISTORY     - Date     Condition        Report By
 LD0562  HISTORY     - 1933     MONUMENTED       CGS
 LD0562  HISTORY     - 1935     GOOD             NGS
 LD0562
 LD0562                          STATION DESCRIPTION
 LD0562
 LD0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0562'1.5 MI NW FROM EWING.
 LD0562'1.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0562'RAILROAD FROM EWING, LEWIS COUNTY, 1/4 MILE SOUTHEAST OF MILEPOST
 LD0562'20, AT THE BRIDGE CARRYING STATE HIGHWAY 6 OVER THE TRACKS, IN THE
 LD0562'FACE OF THE CONCRETE FOOTING, 9 FEET SOUTH OF THE TRACK, AND 4.5
 LD0562'FEET BELOW THE TOP OF THE FOOTING.  A STANDARD DISK, STAMPED J 15
 LD0562'1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0136 ***********************************************************************
 LE0136  DESIGNATION -  J 16
 LE0136  PID         -  LE0136
 LE0136  STATE/COUNTY-  MO/ADAIR
 LE0136  USGS QUAD   -  KIRKSVILLE (1979)
 LE0136
 LE0136                         *CURRENT SURVEY CONTROL
 LE0136  ___________________________________________________________________
 LE0136* NAD 83(1986)-  40 10 37.     (N)    092 30 56.     (W)     SCALED    
 LE0136* NAVD 88     -       295.865  (meters)     970.68   (feet)  ADJUSTED  
 LE0136  ___________________________________________________________________
 LE0136  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LE0136  DYNAMIC HT  -         295.707 (meters)     970.17  (feet)  COMP
 LE0136  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 LE0136
 LE0136  VERT ORDER  -  FIRST     CLASS II
 LE0136
 LE0136.The horizontal coordinates were scaled from a topographic map and have
 LE0136.an estimated accuracy of +/- 6 seconds.
 LE0136
 LE0136.The orthometric height was determined by differential leveling
 LE0136.and adjusted by the National Geodetic Survey in June 1991..
 LE0136
 LE0136.The geoid height was determined by GEOID03.
 LE0136
 LE0136.The dynamic height is computed by dividing the NAVD 88
 LE0136.geopotential number by the normal gravity value computed on the
 LE0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0136.degrees latitude (g = 980.6199 gals.).
 LE0136
 LE0136.The modeled gravity was interpolated from observed gravity values.
 LE0136
 LE0136;                    North         East    Units  Estimated Accuracy
 LE0136;SPC MO C     -   482,100.      498,680.      MT  (+/- 180 meters Scaled)
 LE0136
 LE0136                          SUPERSEDED SURVEY CONTROL
 LE0136
 LE0136  NGVD 29 (??/??/92)  295.871  (m)          970.70   (f) ADJ UNCH    1 2
 LE0136
 LE0136.Superseded values are not recommended for survey control.
 LE0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0136.See file dsdata.txt to determine how the superseded data were derived.
 LE0136
 LE0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE412475(NAD 83)
 LE0136_MARKER: DB = BENCH MARK DISK
 LE0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0136_STAMPING: J 16 1933
 LE0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0136+STABILITY: SURFACE MOTION
 LE0136
 LE0136  HISTORY     - Date     Condition        Report By
 LE0136  HISTORY     - 1933     MONUMENTED       CGS
 LE0136  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0136
 LE0136                          STATION DESCRIPTION
 LE0136
 LE0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LE0136'1.5 MI W FROM BULLION.
 LE0136'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0136'FROM BULLION, ADAIR COUNTY, 4.0 MILES SOUTHEAST OF KIRKSVILLE,
 LE0136'AT MILEAGE 65.25, AT A ROAD CROSSING, 20 FEET WEST OF THE ROAD,
 LE0136'25 FEET NORTH OF THE TRACK, AND UNDER A POWERLINE.  A STANDARD
 LE0136'DISK, STAMPED J 16 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LE0136
 LE0136                          STATION RECOVERY (1967)
 LE0136
 LE0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0201 ***********************************************************************
 GE0201  DESIGNATION -  J 168
 GE0201  PID         -  GE0201
 GE0201  STATE/COUNTY-  MO/DUNKLIN
 GE0201  USGS QUAD   -  ARBYRD (1983)
 GE0201
 GE0201                         *CURRENT SURVEY CONTROL
 GE0201  ___________________________________________________________________
 GE0201* NAD 83(1986)-  36 01 53.     (N)    090 14 33.     (W)     SCALED    
 GE0201* NAVD 88     -        74.630  (meters)     244.85   (feet)  ADJUSTED  
 GE0201  ___________________________________________________________________
 GE0201  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GE0201  DYNAMIC HT  -          74.567 (meters)     244.64  (feet)  COMP
 GE0201  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 GE0201
 GE0201  VERT ORDER  -  FIRST     CLASS II
 GE0201
 GE0201.The horizontal coordinates were scaled from a topographic map and have
 GE0201.an estimated accuracy of +/- 6 seconds.
 GE0201
 GE0201.The orthometric height was determined by differential leveling
 GE0201.and adjusted by the National Geodetic Survey in June 1991..
 GE0201
 GE0201.The geoid height was determined by GEOID03.
 GE0201
 GE0201.The dynamic height is computed by dividing the NAVD 88
 GE0201.geopotential number by the normal gravity value computed on the
 GE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0201.degrees latitude (g = 980.6199 gals.).
 GE0201
 GE0201.The modeled gravity was interpolated from observed gravity values.
 GE0201
 GE0201;                    North         East    Units  Estimated Accuracy
 GE0201;SPC MO E     -    22,010.      273,210.      MT  (+/- 180 meters Scaled)
 GE0201
 GE0201                          SUPERSEDED SURVEY CONTROL
 GE0201
 GE0201  NGVD 29 (??/??/92)   74.619  (m)          244.81   (f) ADJ UNCH    1 2
 GE0201
 GE0201.Superseded values are not recommended for survey control.
 GE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0201.See file dsdata.txt to determine how the superseded data were derived.
 GE0201
 GE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV484909(NAD 83)
 GE0201_MARKER: DB = BENCH MARK DISK
 GE0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0201_STAMPING: J 168 1938
 GE0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0201+STABILITY: SURFACE MOTION
 GE0201
 GE0201  HISTORY     - Date     Condition        Report By
 GE0201  HISTORY     - 1938     MONUMENTED       CGS
 GE0201  HISTORY     - 1956     GOOD             NGS
 GE0201  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0201
 GE0201                          STATION DESCRIPTION
 GE0201
 GE0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0201'1.2 MI S FROM ARBYRD.
 GE0201'ABOUT 1.25 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0201'FROM THE STATION AT ARBYRD, ABOUT 1 1/2 TELEPHONE POLES NORTH OF
 GE0201'MILE POLE 241, AT A ROAD CROSSING, 38 1/2 FEET WEST OF WEST RAIL,
 GE0201'47 FEET WEST-SOUTHWEST OF CENTER OF CROSSING, 58 FEET SOUTHWEST
 GE0201'AND ACROSS ROAD FROM SOUTHWEST CORNER OF RAILROAD TRESTLE NO.
 GE0201'240.9, 22 FEET SOUTH OF CENTER LINE OF ROAD, 2 FEET WEST OF A
 GE0201'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND
 GE0201'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GE0201
 GE0201                          STATION RECOVERY (1981)
 GE0201
 GE0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0793 ***********************************************************************
 HD0793  DESIGNATION -  J 169
 HD0793  PID         -  HD0793
 HD0793  STATE/COUNTY-  MO/CEDAR
 HD0793  USGS QUAD   -  STOCKTON (1981)
 HD0793
 HD0793                         *CURRENT SURVEY CONTROL
 HD0793  ___________________________________________________________________
 HD0793* NAD 83(1986)-  37 42 08.     (N)    093 49 53.     (W)     SCALED    
 HD0793* NAVD 88     -       287.502  (meters)     943.25   (feet)  ADJUSTED  
 HD0793  ___________________________________________________________________
 HD0793  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HD0793  DYNAMIC HT  -         287.286 (meters)     942.54  (feet)  COMP
 HD0793  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 HD0793
 HD0793  VERT ORDER  -  SECOND    CLASS 0
 HD0793
 HD0793.The horizontal coordinates were scaled from a topographic map and have
 HD0793.an estimated accuracy of +/- 6 seconds.
 HD0793
 HD0793.The orthometric height was determined by differential leveling
 HD0793.and adjusted by the National Geodetic Survey in June 1991..
 HD0793
 HD0793.The geoid height was determined by GEOID03.
 HD0793
 HD0793.The dynamic height is computed by dividing the NAVD 88
 HD0793.geopotential number by the normal gravity value computed on the
 HD0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0793.degrees latitude (g = 980.6199 gals.).
 HD0793
 HD0793.The modeled gravity was interpolated from observed gravity values.
 HD0793
 HD0793;                    North         East    Units  Estimated Accuracy
 HD0793;SPC MO W     -   170,610.      908,960.      MT  (+/- 180 meters Scaled)
 HD0793
 HD0793                          SUPERSEDED SURVEY CONTROL
 HD0793
 HD0793  NGVD 29 (??/??/92)  287.387  (m)          942.87   (f) ADJ UNCH    2 0
 HD0793
 HD0793.Superseded values are not recommended for survey control.
 HD0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0793.See file dsdata.txt to determine how the superseded data were derived.
 HD0793
 HD0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB267731(NAD 83)
 HD0793_MARKER: DB = BENCH MARK DISK
 HD0793_SETTING: 66 = SET IN ROCK OUTCROP
 HD0793_SP_SET: ROCK OUTCROP
 HD0793_STAMPING: J 169 1940
 HD0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0793+STABILITY: POSITION/ELEVATION WELL
 HD0793
 HD0793  HISTORY     - Date     Condition        Report By
 HD0793  HISTORY     - 1940     MONUMENTED       CGS
 HD0793
 HD0793                          STATION DESCRIPTION
 HD0793
 HD0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HD0793'1.9 MI NW FROM STOCKTON.
 HD0793'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE COUNTY
 HD0793'COURTHOUSE AT STOCKTON, CEDAR COUNTY, 120 FEET NORTHEAST OF
 HD0793'THE JUNCTION OF A DIRT ROAD LEADING NORTH, 41 FEET NORTH OF
 HD0793'THE CENTERLINE OF THE HIGHWAY, 28 FEET NORTHWEST OF A FENCE
 HD0793'CORNER, 9 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP
 HD0793'OF A LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED J 169 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0288 ***********************************************************************
 LE0288  DESIGNATION -  J 17
 LE0288  PID         -  LE0288
 LE0288  STATE/COUNTY-  MO/SULLIVAN
 LE0288  USGS QUAD   -  MILAN WEST (1981)
 LE0288
 LE0288                         *CURRENT SURVEY CONTROL
 LE0288  ___________________________________________________________________
 LE0288* NAD 83(1986)-  40 08 30.     (N)    093 11 59.     (W)     SCALED    
 LE0288* NAVD 88     -       248.950  (meters)     816.76   (feet)  ADJUSTED  
 LE0288  ___________________________________________________________________
 LE0288  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 LE0288  DYNAMIC HT  -         248.818 (meters)     816.33  (feet)  COMP
 LE0288  MODELED GRAV-     980,088.8   (mgal)                       NAVD 88
 LE0288
 LE0288  VERT ORDER  -  FIRST     CLASS II
 LE0288
 LE0288.The horizontal coordinates were scaled from a topographic map and have
 LE0288.an estimated accuracy of +/- 6 seconds.
 LE0288
 LE0288.The orthometric height was determined by differential leveling
 LE0288.and adjusted by the National Geodetic Survey in June 1991..
 LE0288
 LE0288.The geoid height was determined by GEOID03.
 LE0288
 LE0288.The dynamic height is computed by dividing the NAVD 88
 LE0288.geopotential number by the normal gravity value computed on the
 LE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0288.degrees latitude (g = 980.6199 gals.).
 LE0288
 LE0288.The modeled gravity was interpolated from observed gravity values.
 LE0288
 LE0288;                    North         East    Units  Estimated Accuracy
 LE0288;SPC MO C     -   478,410.      440,380.      MT  (+/- 180 meters Scaled)
 LE0288
 LE0288                          SUPERSEDED SURVEY CONTROL
 LE0288
 LE0288  NGVD 29 (??/??/92)  248.933  (m)          816.71   (f) ADJ UNCH    1 2
 LE0288
 LE0288.Superseded values are not recommended for survey control.
 LE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0288.See file dsdata.txt to determine how the superseded data were derived.
 LE0288
 LE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE829435(NAD 83)
 LE0288_MARKER: DB = BENCH MARK DISK
 LE0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0288_STAMPING: J 17 1933
 LE0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0288+STABILITY: SURFACE MOTION
 LE0288
 LE0288  HISTORY     - Date     Condition        Report By
 LE0288  HISTORY     - 1933     MONUMENTED       CGS
 LE0288  HISTORY     - 1966     MARK NOT FOUND   NGS
 LE0288
 LE0288                          STATION DESCRIPTION
 LE0288
 LE0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LE0288'0.5 MI W FROM REGER.
 LE0288'0.5 MILE WEST ALONG THE ABANDONED QUINCY, OMAHA AND KANSAS
 LE0288'CITY RAILROAD FROM REGER, SULLIVAN COUNTY, AT MILEAGE 111.5,
 LE0288'30 FEET NORTH OF THE TRACK, AND 15 FEET SOUTH OF A FENCE.  A
 LE0288'STANDARD DISK, STAMPED J 17 1933 AND SET IN THE TOP OF A
 LE0288'CONCRETE POST.
 LE0288
 LE0288                          STATION RECOVERY (1966)
 LE0288
 LE0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LE0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0406 ***********************************************************************
 GE0406  DESIGNATION -  J 171
 GE0406  PID         -  GE0406
 GE0406  STATE/COUNTY-  MO/BUTLER
 GE0406  USGS QUAD   -  NAYLOR (1979)
 GE0406
 GE0406                         *CURRENT SURVEY CONTROL
 GE0406  ___________________________________________________________________
 GE0406* NAD 83(1986)-  36 33 45.     (N)    090 31 15.     (W)     SCALED    
 GE0406* NAVD 88     -        91.474  (meters)     300.11   (feet)  ADJUSTED  
 GE0406  ___________________________________________________________________
 GE0406  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GE0406  DYNAMIC HT  -          91.400 (meters)     299.87  (feet)  COMP
 GE0406  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 GE0406
 GE0406  VERT ORDER  -  FIRST     CLASS II
 GE0406
 GE0406.The horizontal coordinates were scaled from a topographic map and have
 GE0406.an estimated accuracy of +/- 6 seconds.
 GE0406
 GE0406.The orthometric height was determined by differential leveling
 GE0406.and adjusted by the National Geodetic Survey in June 1991..
 GE0406
 GE0406.The geoid height was determined by GEOID03.
 GE0406
 GE0406.The dynamic height is computed by dividing the NAVD 88
 GE0406.geopotential number by the normal gravity value computed on the
 GE0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0406.degrees latitude (g = 980.6199 gals.).
 GE0406
 GE0406.The modeled gravity was interpolated from observed gravity values.
 GE0406
 GE0406;                    North         East    Units  Estimated Accuracy
 GE0406;SPC MO E     -    80,910.      248,140.      MT  (+/- 180 meters Scaled)
 GE0406
 GE0406                          SUPERSEDED SURVEY CONTROL
 GE0406
 GE0406  NGVD 29 (??/??/92)   91.460  (m)          300.06   (f) ADJ UNCH    1 2
 GE0406
 GE0406.Superseded values are not recommended for survey control.
 GE0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0406.See file dsdata.txt to determine how the superseded data were derived.
 GE0406
 GE0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA218492(NAD 83)
 GE0406_MARKER: DB = BENCH MARK DISK
 GE0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0406_SP_SET: ABUTMENT
 GE0406_STAMPING: J 171 1956
 GE0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0406+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 GE0406
 GE0406  HISTORY     - Date     Condition        Report By
 GE0406  HISTORY     - 1956     MONUMENTED       CGS
 GE0406  HISTORY     - 20031216 GOOD             USACE
 GE0406
 GE0406                          STATION DESCRIPTION
 GE0406
 GE0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0406'1 MI W FROM NEELYVILLE.
 GE0406'ABOUT 0.85 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GE0406'STATION AT NEELYVILLE, THENCE ABOUT 0.1 MILE NORTH ALONG U.S.
 GE0406'HIGHWAY 67, IN THE TOP OF THE WEST END OF THE BRIDGE SEAT OF
 GE0406'SOUTH CONCRETE ABUTMENT OF HIGHWAY BRIDGE OVER NEELYVILLE
 GE0406'DRAINAGE DITCH, 18 1/2 FEET WEST OF CENTER LINE OF HIGHWAY 67,
 GE0406'181 FEET NORTH OF CENTER OF INTERSECTION OF STATE HIGHWAY 142
 GE0406'AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY 67.
 GE0406
 GE0406                          STATION RECOVERY (2003)
 GE0406
 GE0406'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 GE0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0725 ***********************************************************************
 JC0725  DESIGNATION -  J 173
 JC0725  PID         -  JC0725
 JC0725  STATE/COUNTY-  MO/FRANKLIN
 JC0725  USGS QUAD   -  UNION (1980)
 JC0725
 JC0725                         *CURRENT SURVEY CONTROL
 JC0725  ___________________________________________________________________
 JC0725* NAD 83(1986)-  38 26 52.     (N)    091 04 23.     (W)     SCALED    
 JC0725* NAVD 88     -       228.250  (meters)     748.85   (feet)  ADJUSTED  
 JC0725  ___________________________________________________________________
 JC0725  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JC0725  DYNAMIC HT  -         228.098 (meters)     748.35  (feet)  COMP
 JC0725  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 JC0725
 JC0725  VERT ORDER  -  SECOND    CLASS 0
 JC0725
 JC0725.The horizontal coordinates were scaled from a topographic map and have
 JC0725.an estimated accuracy of +/- 6 seconds.
 JC0725
 JC0725.The orthometric height was determined by differential leveling
 JC0725.and adjusted by the National Geodetic Survey in June 1991..
 JC0725
 JC0725.The geoid height was determined by GEOID03.
 JC0725
 JC0725.The dynamic height is computed by dividing the NAVD 88
 JC0725.geopotential number by the normal gravity value computed on the
 JC0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0725.degrees latitude (g = 980.6199 gals.).
 JC0725
 JC0725.The modeled gravity was interpolated from observed gravity values.
 JC0725
 JC0725;                    North         East    Units  Estimated Accuracy
 JC0725;SPC MO E     -   290,290.      199,980.      MT  (+/- 180 meters Scaled)
 JC0725
 JC0725                          SUPERSEDED SURVEY CONTROL
 JC0725
 JC0725  NGVD 29 (??/??/92)  228.285  (m)          748.97   (f) ADJ UNCH    2 0
 JC0725
 JC0725.Superseded values are not recommended for survey control.
 JC0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0725.See file dsdata.txt to determine how the superseded data were derived.
 JC0725
 JC0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC681572(NAD 83)
 JC0725_MARKER: DB = BENCH MARK DISK
 JC0725_SETTING: 66 = SET IN ROCK OUTCROP
 JC0725_SP_SET: BEDROCK
 JC0725_STAMPING: J 173 1940
 JC0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0725+STABILITY: POSITION/ELEVATION WELL
 JC0725
 JC0725  HISTORY     - Date     Condition        Report By
 JC0725  HISTORY     - 1940     MONUMENTED       CGS
 JC0725
 JC0725                          STATION DESCRIPTION
 JC0725
 JC0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JC0725'4.4 MI W FROM UNION.
 JC0725'4.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0725'RAILROAD FROM THE STATION AT UNION, FRANKLIN COUNTY, 28 POLES
 JC0725'WEST OF MILEPOST 63, 140 FEET EAST OF A ROAD CROSSING, 39 FEET
 JC0725'NORTH OF THE NORTH RAIL, IN THE TOP OF LIMESTONE BEDROCK, AND
 JC0725'3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JC0725'STAMPED J 173 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0132 ***********************************************************************
 HC0132  DESIGNATION -  J 174
 HC0132  PID         -  HC0132
 HC0132  STATE/COUNTY-  MO/WAYNE
 HC0132  USGS QUAD   -  GREENVILLE SW (1966)
 HC0132
 HC0132                         *CURRENT SURVEY CONTROL
 HC0132  ___________________________________________________________________
 HC0132* NAD 83(1986)-  37 05 50.     (N)    090 27 08.     (W)     SCALED    
 HC0132* NAVD 88     -       121.803  (meters)     399.62   (feet)  ADJUSTED  
 HC0132  ___________________________________________________________________
 HC0132  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HC0132  DYNAMIC HT  -         121.709 (meters)     399.31  (feet)  COMP
 HC0132  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 HC0132
 HC0132  VERT ORDER  -  SECOND    CLASS 0
 HC0132
 HC0132.The horizontal coordinates were scaled from a topographic map and have
 HC0132.an estimated accuracy of +/- 6 seconds.
 HC0132
 HC0132.The orthometric height was determined by differential leveling
 HC0132.and adjusted by the National Geodetic Survey in June 1991..
 HC0132
 HC0132.The geoid height was determined by GEOID03.
 HC0132
 HC0132.The dynamic height is computed by dividing the NAVD 88
 HC0132.geopotential number by the normal gravity value computed on the
 HC0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0132.degrees latitude (g = 980.6199 gals.).
 HC0132
 HC0132.The modeled gravity was interpolated from observed gravity values.
 HC0132
 HC0132;                    North         East    Units  Estimated Accuracy
 HC0132;SPC MO E     -   140,240.      254,250.      MT  (+/- 180 meters Scaled)
 HC0132
 HC0132                          SUPERSEDED SURVEY CONTROL
 HC0132
 HC0132  NGVD 29 (??/??/92)  121.856  (m)          399.79   (f) ADJ UNCH    2 0
 HC0132
 HC0132.Superseded values are not recommended for survey control.
 HC0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0132.See file dsdata.txt to determine how the superseded data were derived.
 HC0132
 HC0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB264086(NAD 83)
 HC0132_MARKER: DB = BENCH MARK DISK
 HC0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0132_SP_SET: BRIDGE
 HC0132_STAMPING: J 174 1945
 HC0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0132+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 HC0132
 HC0132  HISTORY     - Date     Condition        Report By
 HC0132  HISTORY     - 1945     MONUMENTED       CGS
 HC0132  HISTORY     - 20020514 GOOD             USACE
 HC0132
 HC0132                          STATION DESCRIPTION
 HC0132
 HC0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HC0132'2.3 MI S FROM GREENVILLE.
 HC0132'2.3 MILES SOUTH ALONG U.S. HIGHWAY 67 FROM THE COUNTY COURTHOUSE
 HC0132'AT GREENVILLE, WAYNE COUNTY, AT THE BRIDGE OVER ST. FRANCIS
 HC0132'RIVER, IN THE CURB OF THE END OF THE NORTH ABUTMENT, 14 FEET
 HC0132'EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 8 INCHES
 HC0132'ABOVE THE FLOOR OF THE BRIDGE.  A STANDARD DISK, STAMPED J 174
 HC0132'1945.
 HC0132
 HC0132                          STATION RECOVERY (2002)
 HC0132
 HC0132'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HC0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0434 ***********************************************************************
 JE0434  DESIGNATION -  J 175
 JE0434  PID         -  JE0434
 JE0434  STATE/COUNTY-  MO/BATES
 JE0434  USGS QUAD   -  ROCKVILLE (1991)
 JE0434
 JE0434                         *CURRENT SURVEY CONTROL
 JE0434  ___________________________________________________________________
 JE0434* NAD 83(1986)-  38 04 31.     (N)    094 06 01.     (W)     SCALED    
 JE0434* NAVD 88     -       221.872  (meters)     727.93   (feet)  ADJUSTED  
 JE0434  ___________________________________________________________________
 JE0434  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE0434  DYNAMIC HT  -         221.709 (meters)     727.39  (feet)  COMP
 JE0434  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 JE0434
 JE0434  VERT ORDER  -  SECOND    CLASS 0
 JE0434
 JE0434.The horizontal coordinates were scaled from a topographic map and have
 JE0434.an estimated accuracy of +/- 6 seconds.
 JE0434
 JE0434.The orthometric height was determined by differential leveling
 JE0434.and adjusted by the National Geodetic Survey in June 1991..
 JE0434
 JE0434.The geoid height was determined by GEOID03.
 JE0434
 JE0434.The dynamic height is computed by dividing the NAVD 88
 JE0434.geopotential number by the normal gravity value computed on the
 JE0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0434.degrees latitude (g = 980.6199 gals.).
 JE0434
 JE0434.The modeled gravity was interpolated from observed gravity values.
 JE0434
 JE0434;                    North         East    Units  Estimated Accuracy
 JE0434;SPC MO W     -   211,880.      885,070.      MT  (+/- 180 meters Scaled)
 JE0434
 JE0434                          SUPERSEDED SURVEY CONTROL
 JE0434
 JE0434  NGVD 29 (??/??/92)  221.769  (m)          727.59   (f) ADJ UNCH    2 0
 JE0434
 JE0434.Superseded values are not recommended for survey control.
 JE0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0434.See file dsdata.txt to determine how the superseded data were derived.
 JE0434
 JE0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC034147(NAD 83)
 JE0434_MARKER: DB = BENCH MARK DISK
 JE0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0434_SP_SET: BRIDGE
 JE0434_STAMPING: J 175 1945
 JE0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0434
 JE0434  HISTORY     - Date     Condition        Report By
 JE0434  HISTORY     - 1945     MONUMENTED       CGS
 JE0434  HISTORY     - 1963     GOOD             NGS
 JE0434
 JE0434                          STATION DESCRIPTION
 JE0434
 JE0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0434'1.4 MI W FROM ROCKVILLE.
 JE0434'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE
 JE0434'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT ROCKVILLE, THENCE 0.35
 JE0434'MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.9 MILE WEST ALONG
 JE0434'A GRAVELED ROAD, IN SECTION 10, R 29 W, T 38 N, 10 FEET NORTHWEST
 JE0434'OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF THE
 JE0434'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A BRIDGE OVER PANTHER
 JE0434'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0874 ***********************************************************************
 HD0874  DESIGNATION -  J 176
 HD0874  PID         -  HD0874
 HD0874  STATE/COUNTY-  MO/ST CLAIR
 HD0874  USGS QUAD   -  ROSCOE (1991)
 HD0874
 HD0874                         *CURRENT SURVEY CONTROL
 HD0874  ___________________________________________________________________
 HD0874* NAD 83(1986)-  37 58 07.     (N)    093 49 04.     (W)     SCALED    
 HD0874* NAVD 88     -       223.630  (meters)     733.69   (feet)  ADJUSTED  
 HD0874  ___________________________________________________________________
 HD0874  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HD0874  DYNAMIC HT  -         223.465 (meters)     733.15  (feet)  COMP
 HD0874  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 HD0874
 HD0874  VERT ORDER  -  SECOND    CLASS 0
 HD0874
 HD0874.The horizontal coordinates were scaled from a topographic map and have
 HD0874.an estimated accuracy of +/- 6 seconds.
 HD0874
 HD0874.The orthometric height was determined by differential leveling
 HD0874.and adjusted by the National Geodetic Survey in June 1991..
 HD0874
 HD0874.The geoid height was determined by GEOID03.
 HD0874
 HD0874.The dynamic height is computed by dividing the NAVD 88
 HD0874.geopotential number by the normal gravity value computed on the
 HD0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0874.degrees latitude (g = 980.6199 gals.).
 HD0874
 HD0874.The modeled gravity was interpolated from observed gravity values.
 HD0874
 HD0874;                    North         East    Units  Estimated Accuracy
 HD0874;SPC MO W     -   200,190.      909,940.      MT  (+/- 180 meters Scaled)
 HD0874
 HD0874                          SUPERSEDED SURVEY CONTROL
 HD0874
 HD0874  NGVD 29 (??/??/92)  223.520  (m)          733.33   (f) ADJ UNCH    2 0
 HD0874
 HD0874.Superseded values are not recommended for survey control.
 HD0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0874.See file dsdata.txt to determine how the superseded data were derived.
 HD0874
 HD0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC281026(NAD 83)
 HD0874_MARKER: DB = BENCH MARK DISK
 HD0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0874_STAMPING: J 176 1945
 HD0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0874+STABILITY: SURFACE MOTION
 HD0874
 HD0874  HISTORY     - Date     Condition        Report By
 HD0874  HISTORY     - 1945     MONUMENTED       CGS
 HD0874  HISTORY     - 1962     GOOD             NGS
 HD0874  HISTORY     - 19880314 MARK NOT FOUND   USPSQD
 HD0874
 HD0874                          STATION DESCRIPTION
 HD0874
 HD0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0874'0.6 MI SW FROM ROSCOE.
 HD0874'0.55 MILE SOUTHWEST ALONG HIGHWAY 82 FROM THE JUNCTION OF
 HD0874'HIGHWAY 82 AND COUNTY ROAD E AT ROSCOE, IN SECTION 17, T 37 N,
 HD0874'R 26 W, 29 FEET WEST OF A FENCE, 23 FEET EAST OF THE CENTER
 HD0874'LINE OF THE HIGHWAY, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 HD0874'HIGHWAY, AND SET IN THE TOP OF A 1 FOOT SOUTHWEST OF THE
 HD0874'NORTHEAST CORNER OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 HD0874
 HD0874                          STATION RECOVERY (1988)
 HD0874
 HD0874'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJS)
 HD0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1546 ***********************************************************************
 HD1546  DESIGNATION -  J 176 RESET
 HD1546  PID         -  HD1546
 HD1546  STATE/COUNTY-  MO/ST CLAIR
 HD1546  USGS QUAD   -  ROSCOE (1991)
 HD1546
 HD1546                         *CURRENT SURVEY CONTROL
 HD1546  ___________________________________________________________________
 HD1546* NAD 83(1986)-  37 58 07.     (N)    093 49 04.     (W)     SCALED    
 HD1546* NAVD 88     -       226.73   (meters)     743.9    (feet)  RESET     
 HD1546  ___________________________________________________________________
 HD1546  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HD1546
 HD1546  VERT ORDER  -  THIRD
 HD1546
 HD1546.The horizontal coordinates were scaled from a topographic map and have
 HD1546.an estimated accuracy of +/- 6 seconds.
 HD1546
 HD1546.The orthometric height was computed from unverified reset data.
 HD1546.No vertical observational check was made to the station.
 HD1546
 HD1546.The geoid height was determined by GEOID03.
 HD1546
 HD1546;                    North         East    Units  Estimated Accuracy
 HD1546;SPC MO W     -   200,190.      909,940.      MT  (+/- 180 meters Scaled)
 HD1546
 HD1546                          SUPERSEDED SURVEY CONTROL
 HD1546
 HD1546  NGVD 29 (02/22/06)  226.62   (m)          743.5    (f) RESET       3  
 HD1546
 HD1546.Superseded values are not recommended for survey control.
 HD1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1546.See file dsdata.txt to determine how the superseded data were derived.
 HD1546
 HD1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC281026(NAD 83)
 HD1546_MARKER: DB = BENCH MARK DISK
 HD1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1546_SP_SET: CONCRETE POST
 HD1546_STAMPING: J 176 RESET 1976
 HD1546_MARK LOGO: NGS   
 HD1546_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1546+STABILITY: SURFACE MOTION
 HD1546
 HD1546  HISTORY     - Date     Condition        Report By
 HD1546  HISTORY     - 1976     MONUMENTED       NGS
 HD1546
 HD1546                          STATION DESCRIPTION
 HD1546
 HD1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HD1546'0.55 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 HD1546'HIGHWAY 82 AND COUNTY ROAD E IN ROSCOE, 2.5 FEET NORTHWEST OF A
 HD1546'7-INCH ROUND POST IN FENCELINE, AND ABOUT 150 FEET NORTH OF THE
 HD1546'NORTHEAST CORNER OF MR H.R. KERLEY HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1580 ***********************************************************************
 JD1580  DESIGNATION -  J 177
 JD1580  PID         -  JD1580
 JD1580  STATE/COUNTY-  MO/ST CLAIR
 JD1580  USGS QUAD   -  LOWRY CITY (1991)
 JD1580
 JD1580                         *CURRENT SURVEY CONTROL
 JD1580  ___________________________________________________________________
 JD1580* NAD 83(1986)-  38 08 30.     (N)    093 38 18.     (W)     SCALED    
 JD1580* NAVD 88     -       256.772  (meters)     842.43   (feet)  ADJUSTED  
 JD1580  ___________________________________________________________________
 JD1580  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JD1580  DYNAMIC HT  -         256.586 (meters)     841.82  (feet)  COMP
 JD1580  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 JD1580
 JD1580  VERT ORDER  -  SECOND    CLASS 0
 JD1580
 JD1580.The horizontal coordinates were scaled from a topographic map and have
 JD1580.an estimated accuracy of +/- 6 seconds.
 JD1580
 JD1580.The orthometric height was determined by differential leveling
 JD1580.and adjusted by the National Geodetic Survey in June 1991..
 JD1580
 JD1580.The geoid height was determined by GEOID03.
 JD1580
 JD1580.The dynamic height is computed by dividing the NAVD 88
 JD1580.geopotential number by the normal gravity value computed on the
 JD1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1580.degrees latitude (g = 980.6199 gals.).
 JD1580
 JD1580.The modeled gravity was interpolated from observed gravity values.
 JD1580
 JD1580;                    North         East    Units  Estimated Accuracy
 JD1580;SPC MO W     -   219,530.      925,530.      MT  (+/- 180 meters Scaled)
 JD1580
 JD1580                          SUPERSEDED SURVEY CONTROL
 JD1580
 JD1580  NGVD 29 (??/??/92)  256.654  (m)          842.04   (f) ADJ UNCH    2 0
 JD1580
 JD1580.Superseded values are not recommended for survey control.
 JD1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1580.See file dsdata.txt to determine how the superseded data were derived.
 JD1580
 JD1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC440217(NAD 83)
 JD1580_MARKER: DB = BENCH MARK DISK
 JD1580_SETTING: 66 = SET IN ROCK OUTCROP
 JD1580_SP_SET: ROCK OUTCROP
 JD1580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1580+STABILITY: POSITION/ELEVATION WELL
 JD1580
 JD1580  HISTORY     - Date     Condition        Report By
 JD1580  HISTORY     - UNK      MONUMENTED       CGS
 JD1580  HISTORY     - 1945     GOOD             NGS
 JD1580  HISTORY     - 19880314 MARK NOT FOUND   USPSQD
 JD1580
 JD1580                          STATION DESCRIPTION
 JD1580
 JD1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1580'6 MI E FROM LOWRY CITY.
 JD1580'FROM LOWRY CITY NORTH 1.0 MILE ALONG HIGHWAY 13 TO JUNCTION WITH
 JD1580'ST. CLAIR COUNTY ROUTES A AND C, EAST 5.0 MILES TO A ROAD CROSSING
 JD1580'ON TOP OF A HILL.  ROUTE C RUNS SOUTHEAST TO NORTHWEST AT
 JD1580'THIS PLACE.  A BRONZE DISK SET IN THE TOP OF A FLAT ROCK OUTCROP
 JD1580'ABOUT 4 FEET IN DIAMETER IN A CIRCLE OF SMALL OAK AND HICKORY
 JD1580'TREES, 55 FEET EAST OF THE INTERSECTION OF THE CENTERLINE OF THE
 JD1580'ROADS, 46 FEET NORTHEAST OF THE CENTERLINE OF ROUTE C, 36 FEET
 JD1580'SOUTHEAST OF THE CENTERLINE OF THE CROSSROAD.
 JD1580
 JD1580                          STATION RECOVERY (1988)
 JD1580
 JD1580'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JD1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0610 ***********************************************************************
 HD0610  DESIGNATION -  J 178
 HD0610  PID         -  HD0610
 HD0610  STATE/COUNTY-  MO/POLK
 HD0610  USGS QUAD   -  POLK (1950)
 HD0610
 HD0610                         *CURRENT SURVEY CONTROL
 HD0610  ___________________________________________________________________
 HD0610* NAD 83(1986)-  37 42 59.     (N)    093 21 48.     (W)     SCALED    
 HD0610* NAVD 88     -       321.037  (meters)    1053.27   (feet)  ADJUSTED  
 HD0610  ___________________________________________________________________
 HD0610  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HD0610  DYNAMIC HT  -         320.796 (meters)    1052.48  (feet)  COMP
 HD0610  MODELED GRAV-     979,869.9   (mgal)                       NAVD 88
 HD0610
 HD0610  VERT ORDER  -  SECOND    CLASS 0
 HD0610
 HD0610.The horizontal coordinates were scaled from a topographic map and have
 HD0610.an estimated accuracy of +/- 6 seconds.
 HD0610
 HD0610.The orthometric height was determined by differential leveling
 HD0610.and adjusted by the National Geodetic Survey in June 1991..
 HD0610
 HD0610.The geoid height was determined by GEOID03.
 HD0610
 HD0610.The dynamic height is computed by dividing the NAVD 88
 HD0610.geopotential number by the normal gravity value computed on the
 HD0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0610.degrees latitude (g = 980.6199 gals.).
 HD0610
 HD0610.The modeled gravity was interpolated from observed gravity values.
 HD0610
 HD0610;                    North         East    Units  Estimated Accuracy
 HD0610;SPC MO C     -   209,310.      423,890.      MT  (+/- 180 meters Scaled)
 HD0610
 HD0610                          SUPERSEDED SURVEY CONTROL
 HD0610
 HD0610  NGVD 29 (??/??/92)  320.927  (m)         1052.91   (f) ADJ UNCH    2 0
 HD0610
 HD0610.Superseded values are not recommended for survey control.
 HD0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0610.See file dsdata.txt to determine how the superseded data were derived.
 HD0610
 HD0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB679744(NAD 83)
 HD0610_MARKER: DB = BENCH MARK DISK
 HD0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0610_SP_SET: CULVERT
 HD0610_STAMPING: J 178 1945
 HD0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0610
 HD0610  HISTORY     - Date     Condition        Report By
 HD0610  HISTORY     - 1945     MONUMENTED       CGS
 HD0610  HISTORY     - 20010122 MARK NOT FOUND   LOCENG
 HD0610
 HD0610                          STATION DESCRIPTION
 HD0610
 HD0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0610'8.7 MI N FROM BOLIVAR.
 HD0610'0.7 MILES EAST FROM THE COUNTY COURTHOUSE, AT BOLIVAR, POLK
 HD0610'COUNTY, ALONG STATE HIGHWAY NO. 64, THENCE 7.7 MILES NORTH ALONG
 HD0610'COUNTY HIGHWAY D, THENCE 0.3 MILE WEST ALONG THE HURON RONDO
 HD0610'ROAD TO SITE OF MARK, 0.3 MILE WEST OF HURON, 100 YARDS NORTH OF
 HD0610'THE INTERSECTION OF AN EAST AND WEST GRAVELED ROAD AND A GRAVELED
 HD0610'T-ROAD LEADING NORTH, 10.0 FEET WEST AND LEVEL WITH THE CENTERLINE
 HD0610'OF THE T-ROAD, ON TOP OF THE SOUTH END OF THE WEST HEADWALL OF
 HD0610'A 3-BY-4-INCH CONCRETE CULVERT.  A BRONZE DISK, STAMPED J 178
 HD0610'1945 AND SET IN A DRILL HOLE IN CONCRETE.
 HD0610
 HD0610                          STATION RECOVERY (2001)
 HD0610
 HD0610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (CMC)
 HD0610'SOUTH END OF WEST HEADWALL BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0583 ***********************************************************************
 HD0583  DESIGNATION -  J 179
 HD0583  PID         -  HD0583
 HD0583  STATE/COUNTY-  MO/HICKORY
 HD0583  USGS QUAD   -  HERMITAGE (1982)
 HD0583
 HD0583                         *CURRENT SURVEY CONTROL
 HD0583  ___________________________________________________________________
 HD0583* NAD 83(1986)-  37 55 45.     (N)    093 19 27.     (W)     SCALED    
 HD0583* NAVD 88     -       255.976  (meters)     839.81   (feet)  ADJUSTED  
 HD0583  ___________________________________________________________________
 HD0583  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HD0583  DYNAMIC HT  -         255.788 (meters)     839.20  (feet)  COMP
 HD0583  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 HD0583
 HD0583  VERT ORDER  -  SECOND    CLASS 0
 HD0583
 HD0583.The horizontal coordinates were scaled from a topographic map and have
 HD0583.an estimated accuracy of +/- 6 seconds.
 HD0583
 HD0583.The orthometric height was determined by differential leveling
 HD0583.and adjusted by the National Geodetic Survey in June 1991..
 HD0583
 HD0583.The geoid height was determined by GEOID03.
 HD0583
 HD0583.The dynamic height is computed by dividing the NAVD 88
 HD0583.geopotential number by the normal gravity value computed on the
 HD0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0583.degrees latitude (g = 980.6199 gals.).
 HD0583
 HD0583.The modeled gravity was interpolated from observed gravity values.
 HD0583
 HD0583;                    North         East    Units  Estimated Accuracy
 HD0583;SPC MO C     -   232,890.      427,550.      MT  (+/- 180 meters Scaled)
 HD0583
 HD0583                          SUPERSEDED SURVEY CONTROL
 HD0583
 HD0583  NGVD 29 (??/??/92)  255.864  (m)          839.45   (f) ADJ UNCH    2 0
 HD0583
 HD0583.Superseded values are not recommended for survey control.
 HD0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0583.See file dsdata.txt to determine how the superseded data were derived.
 HD0583
 HD0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB715980(NAD 83)
 HD0583_MARKER: DB = BENCH MARK DISK
 HD0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0583_STAMPING: J 179 1945
 HD0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0583+STABILITY: SURFACE MOTION
 HD0583
 HD0583  HISTORY     - Date     Condition        Report By
 HD0583  HISTORY     - 1945     MONUMENTED       CGS
 HD0583
 HD0583                          STATION DESCRIPTION
 HD0583
 HD0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0583'1.1 MI SW FROM HERMITAGE.
 HD0583'0.6 MILE SOUTH FROM THE COURT HOUSE AT HERMITAGE, HICKORY COUNTY,
 HD0583'ALONG COUNTY HIGHWAY K, THENCE 0.5 MILE WEST ALONG A GRAVELED
 HD0583'ROAD TO SITE OF MARK, AT A L TURN IN THE GRAVELED ROAD, 112.0
 HD0583'FEET WEST OF THE EXTENDED CENTERLINE OF THE ROAD LEADING NORTH,
 HD0583'23.5 FEET SOUTH AND LEVEL WITH THE CENTERLINE OF THE ROAD LEADING
 HD0583'WEST, 62.8 FEET SOUTHEAST OF A 12-INCH WALNUT TREE AND 1.0 FOOT
 HD0583'WEST OF A 4 X 4 INCH MARKER POST.  A BRONZE DISK, STAMPED J 179
 HD0583'1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 HD0583'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0557 ***********************************************************************
 HD0557  DESIGNATION -  J 18
 HD0557  PID         -  HD0557
 HD0557  STATE/COUNTY-  MO/CAMDEN
 HD0557  USGS QUAD   -  BRANCH (1972)
 HD0557
 HD0557                         *CURRENT SURVEY CONTROL
 HD0557  ___________________________________________________________________
 HD0557* NAD 83(1986)-  37 56 06.     (N)    093 04 04.     (W)     SCALED    
 HD0557* NAVD 88     -       253.087  (meters)     830.34   (feet)  ADJUSTED  
 HD0557  ___________________________________________________________________
 HD0557  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HD0557  DYNAMIC HT  -         252.899 (meters)     829.72  (feet)  COMP
 HD0557  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 HD0557
 HD0557  VERT ORDER  -  SECOND    CLASS 0
 HD0557
 HD0557.The horizontal coordinates were scaled from a topographic map and have
 HD0557.an estimated accuracy of +/- 6 seconds.
 HD0557
 HD0557.The orthometric height was determined by differential leveling
 HD0557.and adjusted by the National Geodetic Survey in June 1991..
 HD0557
 HD0557.The geoid height was determined by GEOID03.
 HD0557
 HD0557.The dynamic height is computed by dividing the NAVD 88
 HD0557.geopotential number by the normal gravity value computed on the
 HD0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0557.degrees latitude (g = 980.6199 gals.).
 HD0557
 HD0557.The modeled gravity was interpolated from observed gravity values.
 HD0557
 HD0557;                    North         East    Units  Estimated Accuracy
 HD0557;SPC MO C     -   233,370.      450,090.      MT  (+/- 180 meters Scaled)
 HD0557
 HD0557                          SUPERSEDED SURVEY CONTROL
 HD0557
 HD0557  NGVD 29 (??/??/92)  252.978  (m)          829.98   (f) ADJ UNCH    2 0
 HD0557
 HD0557.Superseded values are not recommended for survey control.
 HD0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0557.See file dsdata.txt to determine how the superseded data were derived.
 HD0557
 HD0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB940986(NAD 83)
 HD0557_MARKER: DD = SURVEY DISK
 HD0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0557_SP_SET: ABUTMENT
 HD0557_STAMPING: J 18 1934 831.0
 HD0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0557
 HD0557  HISTORY     - Date     Condition        Report By
 HD0557  HISTORY     - 1934     MONUMENTED       USGS
 HD0557
 HD0557                          STATION DESCRIPTION
 HD0557
 HD0557'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HD0557'3.7 MI W FROM BRANCH.
 HD0557'3.7 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE JUNCTION OF STATE
 HD0557'HIGHWAY 73 AT BRANCH, CAMDEN COUNTY, 0.2 MILE EAST OF THE
 HD0557'CAMDEN-HICKORY COUNTY LINE, AT THE BRIDGE OVER LITTLE NIANGUA
 HD0557'RIVER, AND IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 HD0557'ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HD0557'STAMPED J 18 1934 831.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0336 ***********************************************************************
 LE0336  DESIGNATION -  J 18
 LE0336  PID         -  LE0336
 LE0336  STATE/COUNTY-  MO/HARRISON
 LE0336  USGS QUAD   -  GILMAN CITY EAST (1984)
 LE0336
 LE0336                         *CURRENT SURVEY CONTROL
 LE0336  ___________________________________________________________________
 LE0336* NAD 83(1986)-  40 08 41.     (N)    093 52 21.     (W)     SCALED    
 LE0336* NAVD 88     -       298.454  (meters)     979.18   (feet)  ADJUSTED  
 LE0336  ___________________________________________________________________
 LE0336  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LE0336  DYNAMIC HT  -         298.292 (meters)     978.65  (feet)  COMP
 LE0336  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 LE0336
 LE0336  VERT ORDER  -  FIRST     CLASS II
 LE0336
 LE0336.The horizontal coordinates were scaled from a topographic map and have
 LE0336.an estimated accuracy of +/- 6 seconds.
 LE0336
 LE0336.The orthometric height was determined by differential leveling
 LE0336.and adjusted by the National Geodetic Survey in June 1991..
 LE0336
 LE0336.The geoid height was determined by GEOID03.
 LE0336
 LE0336.The dynamic height is computed by dividing the NAVD 88
 LE0336.geopotential number by the normal gravity value computed on the
 LE0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0336.degrees latitude (g = 980.6199 gals.).
 LE0336
 LE0336.The modeled gravity was interpolated from observed gravity values.
 LE0336
 LE0336;                    North         East    Units  Estimated Accuracy
 LE0336;SPC MO W     -   441,730.      903,470.      MT  (+/- 180 meters Scaled)
 LE0336
 LE0336                          SUPERSEDED SURVEY CONTROL
 LE0336
 LE0336  NGVD 29 (??/??/92)  298.396  (m)          978.99   (f) ADJ UNCH    1 2
 LE0336
 LE0336.Superseded values are not recommended for survey control.
 LE0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0336.See file dsdata.txt to determine how the superseded data were derived.
 LE0336
 LE0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE256441(NAD 83)
 LE0336_MARKER: DB = BENCH MARK DISK
 LE0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0336_STAMPING: J 18 1933
 LE0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0336+STABILITY: SURFACE MOTION
 LE0336
 LE0336  HISTORY     - Date     Condition        Report By
 LE0336  HISTORY     - 1933     MONUMENTED       CGS
 LE0336  HISTORY     - 1967     GOOD             NGS
 LE0336
 LE0336                          STATION DESCRIPTION
 LE0336
 LE0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0336'AT GILMAN CITY.
 LE0336'JUST NORTH OF THE BUSINESS DISTRICT, NEAR THE MUNICIPAL WATER
 LE0336'TANK, 23.5 FEET NORTHWEST OF THE CENTER OF THE NORTHWEST EDGE OF
 LE0336'THE CONCRETE FOUNDATION FOR THE NORTHWEST LEG OF TOWER, 10.5 FEET
 LE0336'EAST-SOUTHEAST OF THE EAST POLE SUPPORTING TRANSFORMERS AND 0.5
 LE0336'FOOT EAST OF A METAL WITNESS POST.  MARK IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1328 ***********************************************************************
 JD1328  DESIGNATION -  J 180
 JD1328  PID         -  JD1328
 JD1328  STATE/COUNTY-  MO/BENTON
 JD1328  USGS QUAD   -  WARSAW EAST (1982)
 JD1328
 JD1328                         *CURRENT SURVEY CONTROL
 JD1328  ___________________________________________________________________
 JD1328* NAD 83(1986)-  38 10 24.     (N)    093 22 30.     (W)     SCALED    
 JD1328* NAVD 88     -       213.496  (meters)     700.44   (feet)  ADJUSTED  
 JD1328  ___________________________________________________________________
 JD1328  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JD1328  DYNAMIC HT  -         213.344 (meters)     699.95  (feet)  COMP
 JD1328  MODELED GRAV-     979,911.3   (mgal)                       NAVD 88
 JD1328
 JD1328  VERT ORDER  -  SECOND    CLASS 0
 JD1328
 JD1328.The horizontal coordinates were scaled from a topographic map and have
 JD1328.an estimated accuracy of +/- 6 seconds.
 JD1328
 JD1328.The orthometric height was determined by differential leveling
 JD1328.and adjusted by the National Geodetic Survey in June 1991..
 JD1328
 JD1328.The geoid height was determined by GEOID03.
 JD1328
 JD1328.The dynamic height is computed by dividing the NAVD 88
 JD1328.geopotential number by the normal gravity value computed on the
 JD1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1328.degrees latitude (g = 980.6199 gals.).
 JD1328
 JD1328.The modeled gravity was interpolated from observed gravity values.
 JD1328
 JD1328;                    North         East    Units  Estimated Accuracy
 JD1328;SPC MO C     -   260,030.      423,330.      MT  (+/- 180 meters Scaled)
 JD1328
 JD1328                          SUPERSEDED SURVEY CONTROL
 JD1328
 JD1328  NGVD 29 (??/??/92)  213.379  (m)          700.06   (f) ADJ UNCH    2 0
 JD1328
 JD1328.Superseded values are not recommended for survey control.
 JD1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1328.See file dsdata.txt to determine how the superseded data were derived.
 JD1328
 JD1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC671251(NAD 83)
 JD1328_MARKER: DB = BENCH MARK DISK
 JD1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1328_STAMPING: J 180 1945
 JD1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1328+STABILITY: SURFACE MOTION
 JD1328
 JD1328  HISTORY     - Date     Condition        Report By
 JD1328  HISTORY     - 1945     MONUMENTED       CGS
 JD1328
 JD1328                          STATION DESCRIPTION
 JD1328
 JD1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JD1328'7.4 MI S FROM WARSAW.
 JD1328'TO REACH FROM THE COURT HOUSE AT WARSAW, GO 0.2 MILE NORTHEAST
 JD1328'ALONG STATE HIGHWAY 35, 1.0 MILE EAST ALONG A GRAVELED ROAD,
 JD1328'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 658 4.5 FEET SOUTHWEST
 JD1328'ALONG STATE HIGHWAY 83, TO THE SITE OF THE MARK, 18 FEET NORTHWEST,
 JD1328'AND 1.0 FOOT LOWER THAN THE CENTERLINE OF THE HIGHWAY, ON THE
 JD1328'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 12-BY-40
 JD1328'INCH THREE COMPARTMENT CONCRETE CULVERT.  A STANDARD DISK
 JD1328'STAMPED, J 180 1945 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0624 ***********************************************************************
 HD0624  DESIGNATION -  J 181
 HD0624  PID         -  HD0624
 HD0624  STATE/COUNTY-  MO/POLK
 HD0624  USGS QUAD   -  ELKTON (1991)
 HD0624
 HD0624                         *CURRENT SURVEY CONTROL
 HD0624  ___________________________________________________________________
 HD0624* NAD 83(1986)-  37 46 51.     (N)    093 27 52.     (W)     SCALED    
 HD0624* NAVD 88     -       309.391  (meters)    1015.06   (feet)  ADJUSTED  
 HD0624  ___________________________________________________________________
 HD0624  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HD0624  DYNAMIC HT  -         309.156 (meters)    1014.29  (feet)  COMP
 HD0624  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 HD0624
 HD0624  VERT ORDER  -  SECOND    CLASS 0
 HD0624
 HD0624.The horizontal coordinates were scaled from a topographic map and have
 HD0624.an estimated accuracy of +/- 6 seconds.
 HD0624
 HD0624.The orthometric height was determined by differential leveling
 HD0624.and adjusted by the National Geodetic Survey in June 1991..
 HD0624
 HD0624.The geoid height was determined by GEOID03.
 HD0624
 HD0624.The dynamic height is computed by dividing the NAVD 88
 HD0624.geopotential number by the normal gravity value computed on the
 HD0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0624.degrees latitude (g = 980.6199 gals.).
 HD0624
 HD0624.The modeled gravity was interpolated from observed gravity values.
 HD0624
 HD0624;                    North         East    Units  Estimated Accuracy
 HD0624;SPC MO C     -   216,550.      415,040.      MT  (+/- 180 meters Scaled)
 HD0624
 HD0624                          SUPERSEDED SURVEY CONTROL
 HD0624
 HD0624  NGVD 29 (??/??/92)  309.277  (m)         1014.69   (f) ADJ UNCH    2 0
 HD0624
 HD0624.Superseded values are not recommended for survey control.
 HD0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0624.See file dsdata.txt to determine how the superseded data were derived.
 HD0624
 HD0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB591816(NAD 83)
 HD0624_MARKER: DB = BENCH MARK DISK
 HD0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0624_STAMPING: J 181 1945
 HD0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0624+STABILITY: SURFACE MOTION
 HD0624
 HD0624  HISTORY     - Date     Condition        Report By
 HD0624  HISTORY     - 1945     MONUMENTED       CGS
 HD0624
 HD0624                          STATION DESCRIPTION
 HD0624
 HD0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0624'2.1 MI NW FROM RONDO.
 HD0624'0.1 MILE WEST FROM THE RONDO MISSION CHAPEL AT RONDO, POLK
 HD0624'COUNTY, ALONG A GRAVELED ROAD, THENCE 1 MILE NORTH ALONG STATE
 HD0624'HIGHWAY NO. 83, 1 MILE WEST ALONG A GRADED DIRT ROAD, 53 FEET
 HD0624'EAST OF THE EAST END OF THE SOUTH RAILING OF A WOODEN BRIDGE, 17
 HD0624'FEET SOUTH AND LEVEL WITH THE CENTERLINE OF THE ROAD, 4 FEET
 HD0624'SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE AND 1.0 FOOT
 HD0624'EAST OF A 4- BY- 4 INCH MARKER POST.  AN IRON DISK, STAMPED
 HD0624'J 181 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HD0624'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0409 ***********************************************************************
 JE0409  DESIGNATION -  J 182
 JE0409  PID         -  JE0409
 JE0409  STATE/COUNTY-  MO/CASS
 JE0409  USGS QUAD   -  DAYTON (1961)
 JE0409
 JE0409                         *CURRENT SURVEY CONTROL
 JE0409  ___________________________________________________________________
 JE0409* NAD 83(1986)-  38 29 02.     (N)    094 11 36.     (W)     SCALED    
 JE0409* NAVD 88     -       276.622  (meters)     907.55   (feet)  ADJUSTED  
 JE0409  ___________________________________________________________________
 JE0409  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JE0409  DYNAMIC HT  -         276.431 (meters)     906.92  (feet)  COMP
 JE0409  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 JE0409
 JE0409  VERT ORDER  -  SECOND    CLASS 0
 JE0409
 JE0409.The horizontal coordinates were scaled from a topographic map and have
 JE0409.an estimated accuracy of +/- 6 seconds.
 JE0409
 JE0409.The orthometric height was determined by differential leveling
 JE0409.and adjusted by the National Geodetic Survey in June 1991..
 JE0409
 JE0409.The geoid height was determined by GEOID03.
 JE0409
 JE0409.The dynamic height is computed by dividing the NAVD 88
 JE0409.geopotential number by the normal gravity value computed on the
 JE0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0409.degrees latitude (g = 980.6199 gals.).
 JE0409
 JE0409.The modeled gravity was interpolated from observed gravity values.
 JE0409
 JE0409;                    North         East    Units  Estimated Accuracy
 JE0409;SPC MO W     -   257,200.      876,760.      MT  (+/- 180 meters Scaled)
 JE0409
 JE0409                          SUPERSEDED SURVEY CONTROL
 JE0409
 JE0409  NGVD 29 (??/??/92)  276.49   (m)          907.1    (f) COMPUTED    2 0
 JE0409
 JE0409.Superseded values are not recommended for survey control.
 JE0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0409.See file dsdata.txt to determine how the superseded data were derived.
 JE0409
 JE0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC959601(NAD 83)
 JE0409_MARKER: DB = BENCH MARK DISK
 JE0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0409_STAMPING: J 182 1945
 JE0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0409+STABILITY: SURFACE MOTION
 JE0409
 JE0409  HISTORY     - Date     Condition        Report By
 JE0409  HISTORY     - UNK      MONUMENTED       CGS
 JE0409  HISTORY     - 1958     MARK NOT FOUND   NGS
 JE0409  HISTORY     - 1963     MARK NOT FOUND   NGS
 JE0409
 JE0409                          STATION DESCRIPTION
 JE0409
 JE0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JE0409'AT DAYTON.
 JE0409'AT DAYTON, ON COUNTY ROAD F, 70 YARDS NORTHEAST OF THE INTERSECTION
 JE0409'OF COUNTY ROAD B, 69 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 JE0409'F, 42.4 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD,
 JE0409'3 FEET SOUTHWEST OF THE NORTH CORNER OF THE DAYTON COMMUNITY
 JE0409'HALL, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 JE0409'3 FEET HIGHER THAN COUNTY ROAD F.  AN IRON DISK, STAMPED J 182
 JE0409'1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 JE0409'ABOVE GROUND.  NOTE-- A HOUSE NOW IS LOCATED ON THIS LOCATION.
 JE0409
 JE0409                          STATION RECOVERY (1963)
 JE0409
 JE0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0090 ***********************************************************************
 JE0090  DESIGNATION -  J 183
 JE0090  PID         -  JE0090
 JE0090  STATE/COUNTY-  MO/JOHNSON
 JE0090  USGS QUAD   -  ELM (1981)
 JE0090
 JE0090                         *CURRENT SURVEY CONTROL
 JE0090  ___________________________________________________________________
 JE0090* NAD 83(1986)-  38 45 23.     (N)    094 06 17.     (W)     SCALED    
 JE0090* NAVD 88     -       264.862  (meters)     868.97   (feet)  ADJUSTED  
 JE0090  ___________________________________________________________________
 JE0090  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JE0090  DYNAMIC HT  -         264.681 (meters)     868.37  (feet)  COMP
 JE0090  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 JE0090
 JE0090  VERT ORDER  -  FIRST     CLASS II
 JE0090
 JE0090.The horizontal coordinates were scaled from a topographic map and have
 JE0090.an estimated accuracy of +/- 6 seconds.
 JE0090
 JE0090.The orthometric height was determined by differential leveling
 JE0090.and adjusted by the National Geodetic Survey in June 1991..
 JE0090
 JE0090.The geoid height was determined by GEOID03.
 JE0090
 JE0090.The dynamic height is computed by dividing the NAVD 88
 JE0090.geopotential number by the normal gravity value computed on the
 JE0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0090.degrees latitude (g = 980.6199 gals.).
 JE0090
 JE0090.The modeled gravity was interpolated from observed gravity values.
 JE0090
 JE0090;                    North         East    Units  Estimated Accuracy
 JE0090;SPC MO W     -   287,480.      884,360.      MT  (+/- 180 meters Scaled)
 JE0090
 JE0090                          SUPERSEDED SURVEY CONTROL
 JE0090
 JE0090  NGVD 29 (??/??/92)  264.760  (m)          868.63   (f) ADJ UNCH    1 2
 JE0090
 JE0090.Superseded values are not recommended for survey control.
 JE0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0090.See file dsdata.txt to determine how the superseded data were derived.
 JE0090
 JE0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC040903(NAD 83)
 JE0090_MARKER: DB = BENCH MARK DISK
 JE0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0090_SP_SET: BRIDGE
 JE0090_STAMPING: J 183 1945
 JE0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0090
 JE0090  HISTORY     - Date     Condition        Report By
 JE0090  HISTORY     - 1945     MONUMENTED       CGS
 JE0090  HISTORY     - 1963     GOOD             NGS
 JE0090  HISTORY     - 1981     GOOD             NGS
 JE0090  HISTORY     - 20060428 GOOD             INDIV
 JE0090
 JE0090                          STATION DESCRIPTION
 JE0090
 JE0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0090'6.8 MI W FROM HOLDEN.
 JE0090'ABOUT 6.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0090'THE STATION AT HOLDEN, OR 9.55 MILES EAST ALONG THE MISSOURI
 JE0090'PACIFIC RAILROAD FROM THE STATION AT PLEASANT HILL, 70 FEET
 JE0090'WEST OF THE CENTERLINE OF A GRAVELED ROAD CROSSING, SET IN
 JE0090'THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE, 7.5
 JE0090'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
 JE0090
 JE0090                          STATION RECOVERY (1981)
 JE0090
 JE0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0090'RECOVERED IN GOOD CONDITION.
 JE0090
 JE0090                          STATION RECOVERY (2006)
 JE0090
 JE0090'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0090'THE ROAD LEADING NORTH FROM HIGHWAY 58 IS NOW PAVED.  LEADING TO THE
 JE0090'SOUTH, THE ROAD IS STILL GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1799 ***********************************************************************
 JD1799  DESIGNATION -  J 184
 JD1799  PID         -  JD1799
 JD1799  STATE/COUNTY-  MO/JOHNSON
 JD1799  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1799
 JD1799                         *CURRENT SURVEY CONTROL
 JD1799  ___________________________________________________________________
 JD1799* NAD 83(1986)-  38 45 45.     (N)    093 41 34.     (W)     SCALED    
 JD1799* NAVD 88     -       222.441  (meters)     729.79   (feet)  ADJUSTED  
 JD1799  ___________________________________________________________________
 JD1799  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1799  DYNAMIC HT  -         222.290 (meters)     729.30  (feet)  COMP
 JD1799  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 JD1799
 JD1799  VERT ORDER  -  FIRST     CLASS II
 JD1799
 JD1799.The horizontal coordinates were scaled from a topographic map and have
 JD1799.an estimated accuracy of +/- 6 seconds.
 JD1799
 JD1799.The orthometric height was determined by differential leveling
 JD1799.and adjusted by the National Geodetic Survey in June 1991..
 JD1799
 JD1799.The geoid height was determined by GEOID03.
 JD1799
 JD1799.The dynamic height is computed by dividing the NAVD 88
 JD1799.geopotential number by the normal gravity value computed on the
 JD1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1799.degrees latitude (g = 980.6199 gals.).
 JD1799
 JD1799.The modeled gravity was interpolated from observed gravity values.
 JD1799
 JD1799;                    North         East    Units  Estimated Accuracy
 JD1799;SPC MO W     -   288,400.      920,160.      MT  (+/- 180 meters Scaled)
 JD1799
 JD1799                          SUPERSEDED SURVEY CONTROL
 JD1799
 JD1799  NGVD 29 (??/??/92)  222.348  (m)          729.49   (f) ADJ UNCH    1 2
 JD1799
 JD1799.Superseded values are not recommended for survey control.
 JD1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1799.See file dsdata.txt to determine how the superseded data were derived.
 JD1799
 JD1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC398906(NAD 83)
 JD1799_MARKER: DB = BENCH MARK DISK
 JD1799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1799_SP_SET: ABUTMENT
 JD1799_STAMPING: J 184 1945
 JD1799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1799
 JD1799  HISTORY     - Date     Condition        Report By
 JD1799  HISTORY     - 1945     MONUMENTED       CGS
 JD1799  HISTORY     - 1963     GOOD             NGS
 JD1799
 JD1799                          STATION DESCRIPTION
 JD1799
 JD1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1799'2.7 MI E FROM WARRENSBURG.
 JD1799'ABOUT 2.7 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1799'STATION AT WARRENSBURG, 4 FEET SOUTH OF THE SOUTH RAIL, SET IN
 JD1799'THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NO. 47, AND ABOUT
 JD1799'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0689 ***********************************************************************
 JD0689  DESIGNATION -  J 185
 JD0689  PID         -  JD0689
 JD0689  STATE/COUNTY-  MO/PETTIS
 JD0689  USGS QUAD   -  HUGHESVILLE (1973)
 JD0689
 JD0689                         *CURRENT SURVEY CONTROL
 JD0689  ___________________________________________________________________
 JD0689* NAD 83(1986)-  38 45 05.     (N)    093 20 24.     (W)     SCALED    
 JD0689* NAVD 88     -       249.732  (meters)     819.33   (feet)  ADJUSTED  
 JD0689  ___________________________________________________________________
 JD0689  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0689  DYNAMIC HT  -         249.565 (meters)     818.78  (feet)  COMP
 JD0689  MODELED GRAV-     979,952.1   (mgal)                       NAVD 88
 JD0689
 JD0689  VERT ORDER  -  FIRST     CLASS II
 JD0689
 JD0689.The horizontal coordinates were scaled from a topographic map and have
 JD0689.an estimated accuracy of +/- 6 seconds.
 JD0689
 JD0689.The orthometric height was determined by differential leveling
 JD0689.and adjusted by the National Geodetic Survey in June 1991..
 JD0689
 JD0689.The geoid height was determined by GEOID03.
 JD0689
 JD0689.The dynamic height is computed by dividing the NAVD 88
 JD0689.geopotential number by the normal gravity value computed on the
 JD0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0689.degrees latitude (g = 980.6199 gals.).
 JD0689
 JD0689.The modeled gravity was interpolated from observed gravity values.
 JD0689
 JD0689;                    North         East    Units  Estimated Accuracy
 JD0689;SPC MO C     -   324,170.      426,980.      MT  (+/- 180 meters Scaled)
 JD0689
 JD0689                          SUPERSEDED SURVEY CONTROL
 JD0689
 JD0689  NGVD 29 (??/??/92)  249.642  (m)          819.03   (f) ADJ UNCH    1 2
 JD0689
 JD0689.Superseded values are not recommended for survey control.
 JD0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0689.See file dsdata.txt to determine how the superseded data were derived.
 JD0689
 JD0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC704892(NAD 83)
 JD0689_MARKER: DB = BENCH MARK DISK
 JD0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0689_STAMPING: J 185 1945
 JD0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0689+STABILITY: SURFACE MOTION
 JD0689
 JD0689  HISTORY     - Date     Condition        Report By
 JD0689  HISTORY     - 1945     MONUMENTED       CGS
 JD0689  HISTORY     - 1963     GOOD             NGS
 JD0689
 JD0689                          STATION DESCRIPTION
 JD0689
 JD0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0689'6.9 MI W FROM SEDALIA.
 JD0689'ABOUT 6.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0689'THE STATION AT SEDALIA, AT DRESDEN SIDING, 39 FEET NORTH OF THE
 JD0689'NORTH RAIL, 13 FEET WEST OF THE FIRST POLE EAST OF MILEPOLE
 JD0689'196, 1.5 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT BELOW THE
 JD0689'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JD0689'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0395 ***********************************************************************
 JD0395  DESIGNATION -  J 186
 JD0395  PID         -  JD0395
 JD0395  STATE/COUNTY-  MO/COOPER
 JD0395  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0395
 JD0395                         *CURRENT SURVEY CONTROL
 JD0395  ___________________________________________________________________
 JD0395* NAD 83(1986)-  38 41 38.     (N)    092 56 07.     (W)     SCALED    
 JD0395* NAVD 88     -       239.904  (meters)     787.09   (feet)  ADJUSTED  
 JD0395  ___________________________________________________________________
 JD0395  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0395  DYNAMIC HT  -         239.742 (meters)     786.55  (feet)  COMP
 JD0395  MODELED GRAV-     979,950.5   (mgal)                       NAVD 88
 JD0395
 JD0395  VERT ORDER  -  FIRST     CLASS II
 JD0395
 JD0395.The horizontal coordinates were scaled from a topographic map and have
 JD0395.an estimated accuracy of +/- 6 seconds.
 JD0395
 JD0395.The orthometric height was determined by differential leveling
 JD0395.and adjusted by the National Geodetic Survey in June 1991..
 JD0395
 JD0395.The geoid height was determined by GEOID03.
 JD0395
 JD0395.The dynamic height is computed by dividing the NAVD 88
 JD0395.geopotential number by the normal gravity value computed on the
 JD0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0395.degrees latitude (g = 980.6199 gals.).
 JD0395
 JD0395.The modeled gravity was interpolated from observed gravity values.
 JD0395
 JD0395;                    North         East    Units  Estimated Accuracy
 JD0395;SPC MO C     -   317,540.      462,130.      MT  (+/- 180 meters Scaled)
 JD0395
 JD0395                          SUPERSEDED SURVEY CONTROL
 JD0395
 JD0395  NGVD 29 (??/??/92)  239.808  (m)          786.77   (f) ADJ UNCH    1 2
 JD0395
 JD0395.Superseded values are not recommended for survey control.
 JD0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0395.See file dsdata.txt to determine how the superseded data were derived.
 JD0395
 JD0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC056828(NAD 83)
 JD0395_MARKER: DB = BENCH MARK DISK
 JD0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0395_STAMPING: J 186 1945
 JD0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0395+STABILITY: SURFACE MOTION
 JD0395
 JD0395  HISTORY     - Date     Condition        Report By
 JD0395  HISTORY     - 1945     MONUMENTED       CGS
 JD0395  HISTORY     - 1963     GOOD             NGS
 JD0395
 JD0395                          STATION DESCRIPTION
 JD0395
 JD0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0395'4 MI W FROM SYRACUSE.
 JD0395'ABOUT 3.95 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0395'THE STATION AT SYRACUSE, OR 3.8 MILES EAST ALONG THE MISSOURI
 JD0395'PACIFIC RAILROAD FROM THE STATION AT OTTERVILLE, 3 POLES EAST OF
 JD0395'A PRIVATE ROAD CROSSING, 102 FEET SOUTHWEST ACROSS THE TRACK
 JD0395'FROM MILEPOLE 172, 44 FEET SOUTH OF THE SOUTH RAIL, 50 FEET
 JD0395'SOUTHEAST OF A TELEGRAPH POLE BRACED BY A GUY WIRE, 1.6 FEET
 JD0395'NORTH OF A FENCE, 0.9 FOOT EAST OF A WITNESS POST, ABOUT 10 FEET
 JD0395'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JD0395'POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0327 ***********************************************************************
 JD0327  DESIGNATION -  J 187
 JD0327  PID         -  JD0327
 JD0327  STATE/COUNTY-  MO/MONITEAU
 JD0327  USGS QUAD   -  CALIFORNIA SOUTH (1985)
 JD0327
 JD0327                         *CURRENT SURVEY CONTROL
 JD0327  ___________________________________________________________________
 JD0327* NAD 83(1986)-  38 36 38.     (N)    092 30 12.     (W)     SCALED    
 JD0327* NAVD 88     -       268.785  (meters)     881.84   (feet)  ADJUSTED  
 JD0327  ___________________________________________________________________
 JD0327  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JD0327  DYNAMIC HT  -         268.602 (meters)     881.24  (feet)  COMP
 JD0327  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 JD0327
 JD0327  VERT ORDER  -  FIRST     CLASS II
 JD0327
 JD0327.The horizontal coordinates were scaled from a topographic map and have
 JD0327.an estimated accuracy of +/- 6 seconds.
 JD0327
 JD0327.The orthometric height was determined by differential leveling
 JD0327.and adjusted by the National Geodetic Survey in June 1991..
 JD0327
 JD0327.The geoid height was determined by GEOID03.
 JD0327
 JD0327.The dynamic height is computed by dividing the NAVD 88
 JD0327.geopotential number by the normal gravity value computed on the
 JD0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0327.degrees latitude (g = 980.6199 gals.).
 JD0327
 JD0327.The modeled gravity was interpolated from observed gravity values.
 JD0327
 JD0327;                    North         East    Units  Estimated Accuracy
 JD0327;SPC MO C     -   308,200.      499,710.      MT  (+/- 180 meters Scaled)
 JD0327
 JD0327                          SUPERSEDED SURVEY CONTROL
 JD0327
 JD0327  NGVD 29 (??/??/92)  268.693  (m)          881.54   (f) ADJ UNCH    1 2
 JD0327
 JD0327.Superseded values are not recommended for survey control.
 JD0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0327.See file dsdata.txt to determine how the superseded data were derived.
 JD0327
 JD0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC432736(NAD 83)
 JD0327_MARKER: DB = BENCH MARK DISK
 JD0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0327_STAMPING: J 187 1945
 JD0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0327+STABILITY: SURFACE MOTION
 JD0327
 JD0327  HISTORY     - Date     Condition        Report By
 JD0327  HISTORY     - 1945     MONUMENTED       CGS
 JD0327  HISTORY     - 1963     GOOD             NGS
 JD0327
 JD0327                          STATION DESCRIPTION
 JD0327
 JD0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0327'4 MI E FROM CALIFORNIA.
 JD0327'ABOUT 4.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0327'THE STATION AT CALIFORNIA, 1 POLE WEST ACROSS THE TRACK FROM
 JD0327'MILEPOLE 146-10, 51 FEET SOUTHWEST OF THE CENTER OF A ROAD
 JD0327'CROSSING, 43.6 FEET SOUTH OF THE SOUTH RAIL, 25.4 FEET WEST
 JD0327'OF THE CENTERLINE OF THE ROAD, 11.9 FEET SOUTHWEST OF A TELEGRAPH
 JD0327'POLE BRACED BY A GUY WIRE, 1.8 FEET EAST OF A METAL WITNESS
 JD0327'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JD0327'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0453 ***********************************************************************
 JD0453  DESIGNATION -  J 188
 JD0453  PID         -  JD0453
 JD0453  STATE/COUNTY-  MO/MONITEAU
 JD0453  USGS QUAD   -  FORTUNA (1985)
 JD0453
 JD0453                         *CURRENT SURVEY CONTROL
 JD0453  ___________________________________________________________________
 JD0453* NAD 83(1986)-  38 36 56.     (N)    092 47 24.     (W)     SCALED    
 JD0453* NAVD 88     -       281.515  (meters)     923.60   (feet)  ADJUSTED  
 JD0453  ___________________________________________________________________
 JD0453  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD0453  DYNAMIC HT  -         281.320 (meters)     922.96  (feet)  COMP
 JD0453  MODELED GRAV-     979,929.0   (mgal)                       NAVD 88
 JD0453
 JD0453  VERT ORDER  -  SECOND    CLASS 0
 JD0453
 JD0453.The horizontal coordinates were scaled from a topographic map and have
 JD0453.an estimated accuracy of +/- 6 seconds.
 JD0453
 JD0453.The orthometric height was determined by differential leveling
 JD0453.and adjusted by the National Geodetic Survey in June 1991..
 JD0453.WARNING-Repeat measurements at this control monument indicate possible
 JD0453.vertical movement.
 JD0453
 JD0453.The geoid height was determined by GEOID03.
 JD0453
 JD0453.The dynamic height is computed by dividing the NAVD 88
 JD0453.geopotential number by the normal gravity value computed on the
 JD0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0453.degrees latitude (g = 980.6199 gals.).
 JD0453
 JD0453.The modeled gravity was interpolated from observed gravity values.
 JD0453
 JD0453;                    North         East    Units  Estimated Accuracy
 JD0453;SPC MO C     -   308,800.      474,750.      MT  (+/- 180 meters Scaled)
 JD0453
 JD0453                          SUPERSEDED SURVEY CONTROL
 JD0453
 JD0453  NGVD 29 (??/??/92)  281.412  (m)          923.27   (f) ADJ UNCH    2 0
 JD0453
 JD0453.Superseded values are not recommended for survey control.
 JD0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0453.See file dsdata.txt to determine how the superseded data were derived.
 JD0453
 JD0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC182741(NAD 83)
 JD0453_MARKER: DB = BENCH MARK DISK
 JD0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0453_STAMPING: J 188 1945
 JD0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0453+STABILITY: SURFACE MOTION
 JD0453
 JD0453  HISTORY     - Date     Condition        Report By
 JD0453  HISTORY     - 1945     MONUMENTED       CGS
 JD0453  HISTORY     - 1963     GOOD             NGS
 JD0453  HISTORY     - 20041107 MARK NOT FOUND   GEOCAC
 JD0453
 JD0453                          STATION DESCRIPTION
 JD0453
 JD0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0453'3.4 MI S FROM TIPTON.
 JD0453'ABOUT 0.15 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0453'THE STATION AT TIPTON, THENCE 0.55 MILE SOUTH ALONG STATE ROAD
 JD0453'B, THENCE 2.7 MILES SOUTH ALONG STATE HIGHWAY 5, IN SECTION
 JD0453'33, T 45 N, R 17 W, OR 0.1 MILE EAST ALONG STATE ROAD FF FROM
 JD0453'THE POST OFFICE AT FORTUNA, THENCE 3.4 MILES NORTH ALONG STATE
 JD0453'HIGHWAY 5, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JD0453'24 FEET NORTH OF THE CENTER LINE OF A NARROW GRAVELED ROAD
 JD0453'LEADING WEST, 14 FEET NORTHWEST OF THE WEST END OF A CONCRETE
 JD0453'HEADWALL, 1.0 FOOT EAST OF A FENCE, 1.0 FOOT WEST OF A METAL
 JD0453'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 JD0453'A CONCRETE POST PROJECTING 1 INCH.
 JD0453
 JD0453                          STATION RECOVERY (2004)
 JD0453
 JD0453'RECOVERY NOTE BY GEOCACHING 2004 (KHK)
 JD0453'AN APPARENTLY UPROOTED CONCRETE MONUMENT (WITH A DISK ATTACHED) FOUND
 JD0453'IN THE NEARBY BARROWPIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0888 ***********************************************************************
 JD0888  DESIGNATION -  J 189
 JD0888  PID         -  JD0888
 JD0888  STATE/COUNTY-  MO/PETTIS
 JD0888  USGS QUAD   -  OTTERVILLE WEST (1979)
 JD0888
 JD0888                         *CURRENT SURVEY CONTROL
 JD0888  ___________________________________________________________________
 JD0888* NAD 83(1986)-  38 44 29.     (N)    093 04 19.     (W)     SCALED    
 JD0888* NAVD 88     -       258.253  (meters)     847.29   (feet)  ADJUSTED  
 JD0888  ___________________________________________________________________
 JD0888  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0888  DYNAMIC HT  -         258.081 (meters)     846.72  (feet)  COMP
 JD0888  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 JD0888
 JD0888  VERT ORDER  -  SECOND    CLASS 0
 JD0888
 JD0888.The horizontal coordinates were scaled from a topographic map and have
 JD0888.an estimated accuracy of +/- 6 seconds.
 JD0888
 JD0888.The orthometric height was determined by differential leveling
 JD0888.and adjusted by the National Geodetic Survey in June 1991..
 JD0888
 JD0888.The geoid height was determined by GEOID03.
 JD0888
 JD0888.The dynamic height is computed by dividing the NAVD 88
 JD0888.geopotential number by the normal gravity value computed on the
 JD0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0888.degrees latitude (g = 980.6199 gals.).
 JD0888
 JD0888.The modeled gravity was interpolated from observed gravity values.
 JD0888
 JD0888;                    North         East    Units  Estimated Accuracy
 JD0888;SPC MO C     -   322,880.      450,280.      MT  (+/- 180 meters Scaled)
 JD0888
 JD0888                          SUPERSEDED SURVEY CONTROL
 JD0888
 JD0888  NGVD 29 (??/??/92)  258.160  (m)          846.98   (f) ADJ UNCH    2 0
 JD0888
 JD0888.Superseded values are not recommended for survey control.
 JD0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0888.See file dsdata.txt to determine how the superseded data were derived.
 JD0888
 JD0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC937880(NAD 83)
 JD0888_MARKER: DB = BENCH MARK DISK
 JD0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0888_STAMPING: J 189 1946
 JD0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0888+STABILITY: SURFACE MOTION
 JD0888
 JD0888  HISTORY     - Date     Condition        Report By
 JD0888  HISTORY     - 1946     MONUMENTED       CGS
 JD0888  HISTORY     - 1963     GOOD             NGS
 JD0888
 JD0888                          STATION DESCRIPTION
 JD0888
 JD0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0888'3.5 MI SW FROM CLIFTON CITY.
 JD0888'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0888'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0888'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 135, ABOUT 75 YARDS
 JD0888'WEST-NORTHWEST OF A FARMHOUSE, 42 FEET NORTH OF THE CENTERLINE
 JD0888'OF A PRIVATE DRIVEWAY, 30.3 FEET EAST OF THE CENTERLINE OF THE
 JD0888'HIGHWAY, 12 FEET NORTH-NORTHEAST OF A WALNUT TREE, 1.0 FOOT
 JD0888'WEST OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL
 JD0888'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 JD0888'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0132 ***********************************************************************
 LF0132  DESIGNATION -  J 19
 LF0132  PID         -  LF0132
 LF0132  STATE/COUNTY-  MO/GENTRY
 LF0132  USGS QUAD   -  STANBERRY (1985)
 LF0132
 LF0132                         *CURRENT SURVEY CONTROL
 LF0132  ___________________________________________________________________
 LF0132* NAD 83(1986)-  40 12 48.     (N)    094 32 33.     (W)     SCALED    
 LF0132* NAVD 88     -       270.353  (meters)     886.98   (feet)  ADJUSTED  
 LF0132  ___________________________________________________________________
 LF0132  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LF0132  DYNAMIC HT  -         270.205 (meters)     886.50  (feet)  COMP
 LF0132  MODELED GRAV-     980,069.9   (mgal)                       NAVD 88
 LF0132
 LF0132  VERT ORDER  -  FIRST     CLASS II
 LF0132
 LF0132.The horizontal coordinates were scaled from a topographic map and have
 LF0132.an estimated accuracy of +/- 6 seconds.
 LF0132
 LF0132.The orthometric height was determined by differential leveling
 LF0132.and adjusted by the National Geodetic Survey in June 1991..
 LF0132
 LF0132.The geoid height was determined by GEOID03.
 LF0132
 LF0132.The dynamic height is computed by dividing the NAVD 88
 LF0132.geopotential number by the normal gravity value computed on the
 LF0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0132.degrees latitude (g = 980.6199 gals.).
 LF0132
 LF0132.The modeled gravity was interpolated from observed gravity values.
 LF0132
 LF0132;                    North         East    Units  Estimated Accuracy
 LF0132;SPC MO W     -   449,160.      846,380.      MT  (+/- 180 meters Scaled)
 LF0132
 LF0132                          SUPERSEDED SURVEY CONTROL
 LF0132
 LF0132  NGVD 29 (??/??/92)  270.280  (m)          886.74   (f) ADJ UNCH    1 2
 LF0132
 LF0132.Superseded values are not recommended for survey control.
 LF0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0132.See file dsdata.txt to determine how the superseded data were derived.
 LF0132
 LF0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE687525(NAD 83)
 LF0132_MARKER: DB = BENCH MARK DISK
 LF0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0132_STAMPING: J 19 1933
 LF0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0132+STABILITY: SURFACE MOTION
 LF0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0132+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 LF0132
 LF0132  HISTORY     - Date     Condition        Report By
 LF0132  HISTORY     - 1933     MONUMENTED       CGS
 LF0132  HISTORY     - 1960     GOOD             NGS
 LF0132  HISTORY     - 1978     GOOD             NGS
 LF0132  HISTORY     - 20040218 GOOD             MODNR
 LF0132
 LF0132                          STATION DESCRIPTION
 LF0132
 LF0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0132'AT STANBERRY.
 LF0132'AT STANBERRY, GENTRY COUNTY, ON THE WABASH RAILWAY, 18 POLES
 LF0132'WEST OF MILEPOST 294, 200 FEET NORTH OF THE STATION, IN THE
 LF0132'SOUTHWEST CORNER OF A PARK, 30 FEET EAST OF A CONCRETE BLOCK
 LF0132'PILLAR, AND 1.5 FEET NORTH OF A CURB.  A STANDARD DISK, STAMPED
 LF0132'J 19 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0132
 LF0132                          STATION RECOVERY (1978)
 LF0132
 LF0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LF0132'MARK WAS RECOVERED IN GOOD CONDITION AT THE JUNCTION OF MAIN AND
 LF0132'LOCUST STREETS, 57 FT EAST OF THE CENTERLINE OF LOCUST STREET, 30 FT
 LF0132'EAST OF A 10 FT TALL PILLAR AT THE SOUTHWEST CORNER OF A PARK AND 1.5
 LF0132'FT NORTH OF THE NORTH CURB OF MAIN STREET.
 LF0132
 LF0132                          STATION RECOVERY (2004)
 LF0132
 LF0132'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 LF0132'FOUND MARK IN STANBERRY, MO AS DESCRIBED. AUTONOMOUS HAND HELD GPS
 LF0132'POSITION LAT 40 12 47.4, LONG 94 32 35.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0468 ***********************************************************************
 JD0468  DESIGNATION -  J 190
 JD0468  PID         -  JD0468
 JD0468  STATE/COUNTY-  MO/COOPER
 JD0468  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0468
 JD0468                         *CURRENT SURVEY CONTROL
 JD0468  ___________________________________________________________________
 JD0468* NAD 83(1986)-  38 58 23.     (N)    092 59 51.     (W)     SCALED    
 JD0468* NAVD 88     -       194.439  (meters)     637.92   (feet)  ADJUSTED  
 JD0468  ___________________________________________________________________
 JD0468  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0468  DYNAMIC HT  -         194.316 (meters)     637.52  (feet)  COMP
 JD0468  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JD0468
 JD0468  VERT ORDER  -  SECOND    CLASS 0
 JD0468
 JD0468.The horizontal coordinates were scaled from a topographic map and have
 JD0468.an estimated accuracy of +/- 6 seconds.
 JD0468
 JD0468.The orthometric height was determined by differential leveling
 JD0468.and adjusted by the National Geodetic Survey in June 1991..
 JD0468
 JD0468.The geoid height was determined by GEOID03.
 JD0468
 JD0468.The dynamic height is computed by dividing the NAVD 88
 JD0468.geopotential number by the normal gravity value computed on the
 JD0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0468.degrees latitude (g = 980.6199 gals.).
 JD0468
 JD0468.The modeled gravity was interpolated from observed gravity values.
 JD0468
 JD0468;                    North         East    Units  Estimated Accuracy
 JD0468;SPC MO C     -   348,560.      456,890.      MT  (+/- 180 meters Scaled)
 JD0468
 JD0468                          SUPERSEDED SURVEY CONTROL
 JD0468
 JD0468  NGVD 29 (??/??/92)  194.365  (m)          637.68   (f) ADJ UNCH    2 0
 JD0468
 JD0468.Superseded values are not recommended for survey control.
 JD0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0468.See file dsdata.txt to determine how the superseded data were derived.
 JD0468
 JD0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD002137(NAD 83)
 JD0468_MARKER: DB = BENCH MARK DISK
 JD0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0468_STAMPING: J 190 1946
 JD0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0468+STABILITY: SURFACE MOTION
 JD0468
 JD0468  HISTORY     - Date     Condition        Report By
 JD0468  HISTORY     - 1946     MONUMENTED       CGS
 JD0468  HISTORY     - 1962     GOOD             NGS
 JD0468
 JD0468                          STATION DESCRIPTION
 JD0468
 JD0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JD0468'1 MI S FROM BLACKWATER.
 JD0468'ABOUT 1.0 MILE SOUTH ALONG COOPER COUNTY HIGHWAY K FROM THE
 JD0468'MISSOURI PACIFIC RAILROAD STATION AT BLACKWATER, ABOUT 0.1 MILE
 JD0468'SOUTH OF A FARMHOUSE, 24 FEET EAST OF AND ABOUT 1 FOOT HIGHER
 JD0468'THAN THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A CONCRETE
 JD0468'CORNER POST, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS
 JD0468'5 INCHES ABOVE THE GROUND.
 JD0468
 JD0468                          STATION RECOVERY (1962)
 JD0468
 JD0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0189 ***********************************************************************
 HD0189  DESIGNATION -  J 192
 HD0189  PID         -  HD0189
 HD0189  STATE/COUNTY-  MO/PULASKI
 HD0189  USGS QUAD   -  WAYNESVILLE (1985)
 HD0189
 HD0189                         *CURRENT SURVEY CONTROL
 HD0189  ___________________________________________________________________
 HD0189* NAD 83(1986)-  37 51 09.     (N)    092 14 02.     (W)     SCALED    
 HD0189* NAVD 88     -       279.564  (meters)     917.20   (feet)  ADJUSTED  
 HD0189  ___________________________________________________________________
 HD0189  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HD0189  DYNAMIC HT  -         279.355 (meters)     916.52  (feet)  COMP
 HD0189  MODELED GRAV-     979,873.4   (mgal)                       NAVD 88
 HD0189
 HD0189  VERT ORDER  -  SECOND    CLASS 0
 HD0189
 HD0189.The horizontal coordinates were scaled from a topographic map and have
 HD0189.an estimated accuracy of +/- 6 seconds.
 HD0189
 HD0189.The orthometric height was determined by differential leveling
 HD0189.and adjusted by the National Geodetic Survey in June 1991..
 HD0189
 HD0189.The geoid height was determined by GEOID03.
 HD0189
 HD0189.The dynamic height is computed by dividing the NAVD 88
 HD0189.geopotential number by the normal gravity value computed on the
 HD0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0189.degrees latitude (g = 980.6199 gals.).
 HD0189
 HD0189.The modeled gravity was interpolated from observed gravity values.
 HD0189
 HD0189;                    North         East    Units  Estimated Accuracy
 HD0189;SPC MO C     -   224,100.      523,420.      MT  (+/- 180 meters Scaled)
 HD0189
 HD0189                          SUPERSEDED SURVEY CONTROL
 HD0189
 HD0189  NGVD 29 (??/??/92)  279.464  (m)          916.87   (f) ADJ UNCH    2 0
 HD0189
 HD0189.Superseded values are not recommended for survey control.
 HD0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0189.See file dsdata.txt to determine how the superseded data were derived.
 HD0189
 HD0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB673897(NAD 83)
 HD0189_MARKER: DB = BENCH MARK DISK
 HD0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0189_SP_SET: CULVERT
 HD0189_STAMPING: J 192 1945
 HD0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0189
 HD0189  HISTORY     - Date     Condition        Report By
 HD0189  HISTORY     - 1945     MONUMENTED       CGS
 HD0189  HISTORY     - 1946     GOOD             NGS
 HD0189
 HD0189                          STATION DESCRIPTION
 HD0189
 HD0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0189'3.6 MI NW FROM WAYNESVILLE.
 HD0189'ABOUT 3.6 MILES NORTH ALONG MISSOURI STATE HIGHWAY NO. 17 FROM
 HD0189'THE COURTHOUSE AT WAYNESVILLE, AND ABOUT 1.1 MILE NORTHWEST OF
 HD0189'THE STEEL BRIDGE OVER THE GASCONADE RIVER, 20 FEET EAST OF AND
 HD0189'ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY.  A
 HD0189'BRONZE BENCH MARK DISC SET IN THE TOP AND CENTER OF THE EAST
 HD0189'CONCRETE HEADWALL OF A 24 INCH CORRUGATED IRON CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0117 ***********************************************************************
 HD0117  DESIGNATION -  J 193
 HD0117  PID         -  HD0117
 HD0117  STATE/COUNTY-  MO/PULASKI
 HD0117  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0117
 HD0117                         *CURRENT SURVEY CONTROL
 HD0117  ___________________________________________________________________
 HD0117* NAD 83(1986)-  37 51 52.     (N)    092 17 32.     (W)     SCALED    
 HD0117* NAVD 88     -       247.519  (meters)     812.07   (feet)  ADJUSTED  
 HD0117  ___________________________________________________________________
 HD0117  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HD0117  DYNAMIC HT  -         247.333 (meters)     811.46  (feet)  COMP
 HD0117  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 HD0117
 HD0117  VERT ORDER  -  SECOND    CLASS 0
 HD0117
 HD0117.The horizontal coordinates were scaled from a topographic map and have
 HD0117.an estimated accuracy of +/- 6 seconds.
 HD0117
 HD0117.The orthometric height was determined by differential leveling
 HD0117.and adjusted by the National Geodetic Survey in June 1991..
 HD0117
 HD0117.The geoid height was determined by GEOID03.
 HD0117
 HD0117.The dynamic height is computed by dividing the NAVD 88
 HD0117.geopotential number by the normal gravity value computed on the
 HD0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0117.degrees latitude (g = 980.6199 gals.).
 HD0117
 HD0117.The modeled gravity was interpolated from observed gravity values.
 HD0117
 HD0117;                    North         East    Units  Estimated Accuracy
 HD0117;SPC MO C     -   225,410.      518,280.      MT  (+/- 180 meters Scaled)
 HD0117
 HD0117                          SUPERSEDED SURVEY CONTROL
 HD0117
 HD0117  NGVD 29 (??/??/92)  247.415  (m)          811.73   (f) ADJ UNCH    2 0
 HD0117
 HD0117.Superseded values are not recommended for survey control.
 HD0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0117.See file dsdata.txt to determine how the superseded data were derived.
 HD0117
 HD0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB622910(NAD 83)
 HD0117_MARKER: DB = BENCH MARK DISK
 HD0117_SETTING: 66 = SET IN ROCK OUTCROP
 HD0117_SP_SET: ROCK LEDGE
 HD0117_STAMPING: J 193 1945
 HD0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0117+STABILITY: POSITION/ELEVATION WELL
 HD0117
 HD0117  HISTORY     - Date     Condition        Report By
 HD0117  HISTORY     - 1945     MONUMENTED       CGS
 HD0117  HISTORY     - 1946     GOOD             NGS
 HD0117
 HD0117                          STATION DESCRIPTION
 HD0117
 HD0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0117'5 MI SE FROM SWEDEBORG.
 HD0117'ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ST LOUIS AND
 HD0117'SAN FRANCISCO RAILROAD STATION AT SWEDEBORG, THENCE 0.9 MILE
 HD0117'SOUTHEAST ALONG A GRAVEL ROAD, THENCE 1.6 MILES SOUTH ALONG
 HD0117'A GRAVEL ROAD, THENCE 2.3 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 HD0117'AND AT THE EAST END OF A STEEL BRIDGE OVER THE GASCONADE
 HD0117'RIVER, 10 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 HD0117'OF THE BRIDGE, 7 FEET WEST OF THE SOUTHEAST CORNER OF THE
 HD0117'BRIDGE, 6 FEET EAST OF THE WEST END OF A CONCRETE AND ROCK
 HD0117'RETAINING WALL.  A BRONZE BENCH MARK DISC SET IN THE TOP OF A
 HD0117'ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0089 ***********************************************************************
 HD0089  DESIGNATION -  J 194
 HD0089  PID         -  HD0089
 HD0089  STATE/COUNTY-  MO/PULASKI
 HD0089  USGS QUAD   -  DRYNOB (1976)
 HD0089
 HD0089                         *CURRENT SURVEY CONTROL
 HD0089  ___________________________________________________________________
 HD0089* NAD 83(1986)-  37 44 19.     (N)    092 24 13.     (W)     SCALED    
 HD0089* NAVD 88     -       305.278  (meters)    1001.57   (feet)  ADJUSTED  
 HD0089  ___________________________________________________________________
 HD0089  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HD0089  DYNAMIC HT  -         305.046 (meters)    1000.81  (feet)  COMP
 HD0089  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 HD0089
 HD0089  VERT ORDER  -  SECOND    CLASS 0
 HD0089
 HD0089.The horizontal coordinates were scaled from a topographic map and have
 HD0089.an estimated accuracy of +/- 6 seconds.
 HD0089
 HD0089.The orthometric height was determined by differential leveling
 HD0089.and adjusted by the National Geodetic Survey in June 1991..
 HD0089
 HD0089.The geoid height was determined by GEOID03.
 HD0089
 HD0089.The dynamic height is computed by dividing the NAVD 88
 HD0089.geopotential number by the normal gravity value computed on the
 HD0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0089.degrees latitude (g = 980.6199 gals.).
 HD0089
 HD0089.The modeled gravity was interpolated from observed gravity values.
 HD0089
 HD0089;                    North         East    Units  Estimated Accuracy
 HD0089;SPC MO C     -   211,430.      508,500.      MT  (+/- 180 meters Scaled)
 HD0089
 HD0089                          SUPERSEDED SURVEY CONTROL
 HD0089
 HD0089  NGVD 29 (??/??/92)  305.172  (m)         1001.22   (f) ADJ UNCH    2 0
 HD0089
 HD0089.Superseded values are not recommended for survey control.
 HD0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0089.See file dsdata.txt to determine how the superseded data were derived.
 HD0089
 HD0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB525769(NAD 83)
 HD0089_MARKER: DB = BENCH MARK DISK
 HD0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0089_STAMPING: J 194 1945
 HD0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0089+STABILITY: SURFACE MOTION
 HD0089
 HD0089  HISTORY     - Date     Condition        Report By
 HD0089  HISTORY     - 1945     MONUMENTED       CGS
 HD0089  HISTORY     - 1946     GOOD             NGS
 HD0089
 HD0089                          STATION DESCRIPTION
 HD0089
 HD0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0089'9.9 MI S FROM RICHLAND.
 HD0089'ABOUT 5.7 MILES SOUTH ALONG STATE HIGHWAY NO. 133 FROM THE
 HD0089'CROSSING OF THE HIGHWAY AND THE ST. LOUIS AND SAN FRANCISCO
 HD0089'RAILROAD AT RICHLAND, THENCE 3.0 MILES SOUTHEAST ALONG A GRAVEL
 HD0089'ROAD, THENCE 1.2 MILES SOUTH ALONG A GRAVEL ROAD, AND AT A ROAD
 HD0089'JUNCTION, 84 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 HD0089'ROAD, 19 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE
 HD0089'OF THE EAST LANE OF THE ROAD LEADING SOUTH, 2 FEET NORTHWEST
 HD0089'OF THE RIGHT-OF-WAY FENCE, 2 FEET NORTHEAST OF A 4 IN X 4 IN
 HD0089'MARKER POST.  PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0300 ***********************************************************************
 KD0300  DESIGNATION -  J 195
 KD0300  PID         -  KD0300
 KD0300  STATE/COUNTY-  MO/CHARITON
 KD0300  USGS QUAD   -  PRAIRIE HILL (1979)
 KD0300
 KD0300                         *CURRENT SURVEY CONTROL
 KD0300  ___________________________________________________________________
 KD0300* NAD 83(1986)-  39 34 33.     (N)    092 41 55.     (W)     SCALED    
 KD0300* NAVD 88     -       213.492  (meters)     700.43   (feet)  ADJUSTED  
 KD0300  ___________________________________________________________________
 KD0300  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KD0300  DYNAMIC HT  -         213.372 (meters)     700.04  (feet)  COMP
 KD0300  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 KD0300
 KD0300  VERT ORDER  -  SECOND    CLASS 0
 KD0300
 KD0300.The horizontal coordinates were scaled from a topographic map and have
 KD0300.an estimated accuracy of +/- 6 seconds.
 KD0300
 KD0300.The orthometric height was determined by differential leveling
 KD0300.and adjusted by the National Geodetic Survey in June 1991..
 KD0300
 KD0300.The geoid height was determined by GEOID03.
 KD0300
 KD0300.The dynamic height is computed by dividing the NAVD 88
 KD0300.geopotential number by the normal gravity value computed on the
 KD0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0300.degrees latitude (g = 980.6199 gals.).
 KD0300
 KD0300.The modeled gravity was interpolated from observed gravity values.
 KD0300
 KD0300;                    North         East    Units  Estimated Accuracy
 KD0300;SPC MO C     -   415,380.      482,940.      MT  (+/- 180 meters Scaled)
 KD0300
 KD0300                          SUPERSEDED SURVEY CONTROL
 KD0300
 KD0300  NGVD 29 (??/??/92)  213.478  (m)          700.39   (f) ADJ UNCH    2 0
 KD0300
 KD0300.Superseded values are not recommended for survey control.
 KD0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0300.See file dsdata.txt to determine how the superseded data were derived.
 KD0300
 KD0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD258807(NAD 83)
 KD0300_MARKER: DB = BENCH MARK DISK
 KD0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0300_STAMPING: J 195 1945
 KD0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0300+STABILITY: SURFACE MOTION
 KD0300
 KD0300  HISTORY     - Date     Condition        Report By
 KD0300  HISTORY     - 1945     MONUMENTED       CGS
 KD0300  HISTORY     - 1967     GOOD             NGS
 KD0300
 KD0300                          STATION DESCRIPTION
 KD0300
 KD0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0300'6 MI NE FROM PRAIRIE HILL.
 KD0300'1.0 MILE EAST OF THE CHRISTIAN CHURCH AT PRAIRIE HILL ALONG
 KD0300'A GRAVEL ROAD, THENCE 4.0 MILES NORTH ALONG A GRAVEL ROAD,
 KD0300'THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD TO THE SITE OF THE
 KD0300'MARK, 50 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD,
 KD0300'26 FEET SOUTH OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF
 KD0300'THE EAST AND WEST ROAD, 1 FOOT NORTH OF A WIRE FENCE, 1 FOOT
 KD0300'WEST OF A 4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF
 KD0300'A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 KD0300
 KD0300                          STATION RECOVERY (1967)
 KD0300
 KD0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0258 ***********************************************************************
 KD0258  DESIGNATION -  J 196
 KD0258  PID         -  KD0258
 KD0258  STATE/COUNTY-  MO/MACON
 KD0258  USGS QUAD   -  NEW CAMBRIA EAST (1979)
 KD0258
 KD0258                         *CURRENT SURVEY CONTROL
 KD0258  ___________________________________________________________________
 KD0258* NAD 83(1986)-  39 45 16.     (N)    092 38 25.     (W)     SCALED    
 KD0258* NAVD 88     -       257.679  (meters)     845.40   (feet)  ADJUSTED  
 KD0258  ___________________________________________________________________
 KD0258  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD0258  DYNAMIC HT  -         257.537 (meters)     844.94  (feet)  COMP
 KD0258  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 KD0258
 KD0258  VERT ORDER  -  SECOND    CLASS 0
 KD0258
 KD0258.The horizontal coordinates were scaled from a topographic map and have
 KD0258.an estimated accuracy of +/- 6 seconds.
 KD0258
 KD0258.The orthometric height was determined by differential leveling
 KD0258.and adjusted by the National Geodetic Survey in June 1991..
 KD0258
 KD0258.The geoid height was determined by GEOID03.
 KD0258
 KD0258.The dynamic height is computed by dividing the NAVD 88
 KD0258.geopotential number by the normal gravity value computed on the
 KD0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0258.degrees latitude (g = 980.6199 gals.).
 KD0258
 KD0258.The modeled gravity was interpolated from observed gravity values.
 KD0258
 KD0258;                    North         East    Units  Estimated Accuracy
 KD0258;SPC MO C     -   435,200.      487,980.      MT  (+/- 180 meters Scaled)
 KD0258
 KD0258                          SUPERSEDED SURVEY CONTROL
 KD0258
 KD0258  NGVD 29 (??/??/92)  257.668  (m)          845.37   (f) ADJ UNCH    2 0
 KD0258
 KD0258.Superseded values are not recommended for survey control.
 KD0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0258.See file dsdata.txt to determine how the superseded data were derived.
 KD0258
 KD0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE308005(NAD 83)
 KD0258_MARKER: DB = BENCH MARK DISK
 KD0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0258_STAMPING: J 196 1945
 KD0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0258+STABILITY: SURFACE MOTION
 KD0258
 KD0258  HISTORY     - Date     Condition        Report By
 KD0258  HISTORY     - 1945     MONUMENTED       CGS
 KD0258  HISTORY     - 1946     GOOD             NGS
 KD0258  HISTORY     - 1967     GOOD             NGS
 KD0258  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0258
 KD0258                          STATION DESCRIPTION
 KD0258
 KD0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 KD0258'1.2 MI SW FROM CALLAO.
 KD0258'1.0 MILE WEST ALONG U.S. HIGHWAY 36 FROM CALLAO, THENCE 0.2
 KD0258'MILE SOUTH ALONG STATE HIGHWAY 3 TO THE SITE OF THE MARK, 88
 KD0258'FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE CENTER OF A
 KD0258'FARM GATE, 27 FEET EAST OF AND ABOUT 1 FOOT HIGHER THAN THE
 KD0258'CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF THE CENTER LINE
 KD0258'OF A FIELD ROAD LEADING EAST, 1.4 FEET WEST OF A WIRE FENCE,
 KD0258'1.2 FEET NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISK SET
 KD0258'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 KD0258'THE GROUND.
 KD0258
 KD0258                          STATION RECOVERY (1967)
 KD0258
 KD0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0258'RECOVERED IN GOOD CONDITION.
 KD0258
 KD0258                          STATION RECOVERY (1990)
 KD0258
 KD0258'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0259 ***********************************************************************
 KD0259  DESIGNATION -  J 196 RESET
 KD0259  PID         -  KD0259
 KD0259  STATE/COUNTY-  MO/MACON
 KD0259  USGS QUAD   -  NEW CAMBRIA EAST (1979)
 KD0259
 KD0259                         *CURRENT SURVEY CONTROL
 KD0259  ___________________________________________________________________
 KD0259* NAD 83(1986)-  39 45 17.     (N)    092 38 25.     (W)     SCALED    
 KD0259* NAVD 88     -       256.11   (meters)     840.3    (feet)  RESET     
 KD0259  ___________________________________________________________________
 KD0259  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD0259
 KD0259  VERT ORDER  -  THIRD
 KD0259
 KD0259.The horizontal coordinates were scaled from a topographic map and have
 KD0259.an estimated accuracy of +/- 6 seconds.
 KD0259
 KD0259.The orthometric height was computed from unverified reset data.
 KD0259
 KD0259.The geoid height was determined by GEOID03.
 KD0259
 KD0259;                    North         East    Units  Estimated Accuracy
 KD0259;SPC MO C     -   435,230.      487,980.      MT  (+/- 180 meters Scaled)
 KD0259
 KD0259                          SUPERSEDED SURVEY CONTROL
 KD0259
 KD0259.No superseded survey control is available for this station.
 KD0259
 KD0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE308005(NAD 83)
 KD0259_MARKER: DV = VERTICAL CONTROL DISK
 KD0259_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KD0259+WITH SETTING: INTO GROUND
 KD0259_STAMPING: J 196 RESET 1973
 KD0259_MARK LOGO: NGS   
 KD0259_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0259
 KD0259  HISTORY     - Date     Condition        Report By
 KD0259  HISTORY     - 1973     MONUMENTED       NGS
 KD0259  HISTORY     - 1990     GOOD             USPSQD
 KD0259  HISTORY     - 19930414 GOOD             MODNR
 KD0259  HISTORY     - 20020924 POOR             MODNR
 KD0259
 KD0259                          STATION DESCRIPTION
 KD0259
 KD0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KD0259'1.2 MI SW FROM CALLAO.
 KD0259'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY
 KD0259'3, ABOUT 10 MILES WEST OF MACON, GO SOUTH ON STATE HIGHWAY 3
 KD0259'FOR 0.1 MILE TO A FARM ON THE RIGHT AND THE BENCH MARK ON THE
 KD0259'LEFT, 4 FEET SOUTH OF THE SOUTH END GATE POST, 1 FOOT NORTH OF
 KD0259'A METAL WITNESS POST, 0.5 FOOT WEST OF A NORTH-SOUTH FENCE
 KD0259'AND ON THE EAST RIGHT-OF-WAY OF HIGHWAY 3.  THE MARK IS A
 KD0259'STANDARD DISK STAMPED J 196 RESET 1972, SWEATED TO THE TOP
 KD0259'OF A 5/8 INCH COPPER COATED ROD 4 FEET DEEP WITH A 10 INCH STEEL
 KD0259'PLATE BOLTED AT THE BOTTOM, ENCASED IN A 4 INCH PLASTIC PIPE
 KD0259'AND IS FLUSH WITH THE GROUND SURFACE.
 KD0259
 KD0259                          STATION RECOVERY (1990)
 KD0259
 KD0259'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0259'RECOVERED IN GOOD CONDITION.
 KD0259
 KD0259                          STATION RECOVERY (1993)
 KD0259
 KD0259'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (DDP)
 KD0259'RECOVERED AS DESCRIBED.
 KD0259
 KD0259                          STATION RECOVERY (2002)
 KD0259
 KD0259'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 KD0259'BENCH MARK RECOVERED BUT NOT AS DESCRIBED. IT WILL BE DESTROYED BY
 KD0259'HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1903 ***********************************************************************
 JD1903  DESIGNATION -  J 199
 JD1903  PID         -  JD1903
 JD1903  STATE/COUNTY-  MO/JOHNSON
 JD1903  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1903
 JD1903                         *CURRENT SURVEY CONTROL
 JD1903  ___________________________________________________________________
 JD1903* NAD 83(1986)-  38 51 22.     (N)    093 44 24.     (W)     SCALED    
 JD1903* NAVD 88     -       260.130  (meters)     853.44   (feet)  ADJUSTED  
 JD1903  ___________________________________________________________________
 JD1903  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1903  DYNAMIC HT  -         259.957 (meters)     852.88  (feet)  COMP
 JD1903  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 JD1903
 JD1903  VERT ORDER  -  SECOND    CLASS 0
 JD1903
 JD1903.The horizontal coordinates were scaled from a topographic map and have
 JD1903.an estimated accuracy of +/- 6 seconds.
 JD1903
 JD1903.The orthometric height was determined by differential leveling
 JD1903.and adjusted by the National Geodetic Survey in June 1991..
 JD1903
 JD1903.The geoid height was determined by GEOID03.
 JD1903
 JD1903.The dynamic height is computed by dividing the NAVD 88
 JD1903.geopotential number by the normal gravity value computed on the
 JD1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1903.degrees latitude (g = 980.6199 gals.).
 JD1903
 JD1903.The modeled gravity was interpolated from observed gravity values.
 JD1903
 JD1903;                    North         East    Units  Estimated Accuracy
 JD1903;SPC MO W     -   298,750.      915,970.      MT  (+/- 180 meters Scaled)
 JD1903
 JD1903                          SUPERSEDED SURVEY CONTROL
 JD1903
 JD1903  NGVD 29 (??/??/92)  260.041  (m)          853.15   (f) ADJ UNCH    2 0
 JD1903
 JD1903.Superseded values are not recommended for survey control.
 JD1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1903.See file dsdata.txt to determine how the superseded data were derived.
 JD1903
 JD1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD357010(NAD 83)
 JD1903_MARKER: DB = BENCH MARK DISK
 JD1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1903_STAMPING: J 199 1945
 JD1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1903+STABILITY: SURFACE MOTION
 JD1903
 JD1903  HISTORY     - Date     Condition        Report By
 JD1903  HISTORY     - 1945     MONUMENTED       CGS
 JD1903  HISTORY     - 1946     GOOD             NGS
 JD1903  HISTORY     - 1963     GOOD             NGS
 JD1903
 JD1903                          STATION DESCRIPTION
 JD1903
 JD1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1903'6.9 MI N FROM WARRENSBURG.
 JD1903'ABOUT 6.9 MILES NORTH ALONG MISSOURI STATE HIGHWAY 13 FROM THE
 JD1903'CENTRAL MISSOURI STATE TEACHERS COLLEGE AT WARRENSBURG, ABOUT
 JD1903'200 FEET NORTHEAST OF A FARM DWELLING HOUSE, 30 FEET EAST OF AND
 JD1903'ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 25 FEET
 JD1903'SOUTH OF A 28 INCH ELM TREE, 20 FEET NORTH OF THE CENTER LINE OF A
 JD1903'FARM DRIVEWAY, 2 FEET SOUTH OF A 4 X 4 MARKER POST.  A BRONZE
 JD1903'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 JD1903'ABOVE THE GROUND.
 JD1903
 JD1903                          STATION RECOVERY (1963)
 JD1903
 JD1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0600 ***********************************************************************
 JE0600  DESIGNATION -  J 2 B 1
 JE0600  PID         -  JE0600
 JE0600  STATE/COUNTY-  MO/HENRY
 JE0600  USGS QUAD   -  JOHNSTOWN (1981)
 JE0600
 JE0600                         *CURRENT SURVEY CONTROL
 JE0600  ___________________________________________________________________
 JE0600* NAD 83(1986)-  38 16 07.     (N)    094 00 58.     (W)     SCALED    
 JE0600* NAVD 88     -       267.860  (meters)     878.80   (feet)  ADJUSTED  
 JE0600  ___________________________________________________________________
 JE0600  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JE0600  DYNAMIC HT  -         267.669 (meters)     878.18  (feet)  COMP
 JE0600  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 JE0600
 JE0600  VERT ORDER  -  SECOND    CLASS 0
 JE0600
 JE0600.The horizontal coordinates were scaled from a topographic map and have
 JE0600.an estimated accuracy of +/- 6 seconds.
 JE0600
 JE0600.The orthometric height was determined by differential leveling
 JE0600.and adjusted by the National Geodetic Survey in June 1991..
 JE0600
 JE0600.The geoid height was determined by GEOID03.
 JE0600
 JE0600.The dynamic height is computed by dividing the NAVD 88
 JE0600.geopotential number by the normal gravity value computed on the
 JE0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0600.degrees latitude (g = 980.6199 gals.).
 JE0600
 JE0600.The modeled gravity was interpolated from observed gravity values.
 JE0600
 JE0600;                    North         East    Units  Estimated Accuracy
 JE0600;SPC MO W     -   233,380.      892,340.      MT  (+/- 180 meters Scaled)
 JE0600
 JE0600                          SUPERSEDED SURVEY CONTROL
 JE0600
 JE0600  NGVD 29 (??/??/92)  267.76   (m)          878.5    (f) COMPUTED    2 0
 JE0600
 JE0600.Superseded values are not recommended for survey control.
 JE0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0600.See file dsdata.txt to determine how the superseded data were derived.
 JE0600
 JE0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC111361(NAD 83)
 JE0600_MARKER: DZ = AZIMUTH MARK DISK
 JE0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0600+STABILITY: SURFACE MOTION
 JE0600
 JE0600  HISTORY     - Date     Condition        Report By
 JE0600  HISTORY     - UNK      MONUMENTED       DOD
 JE0600  HISTORY     - 1963     GOOD             NGS
 JE0600
 JE0600                          STATION DESCRIPTION
 JE0600
 JE0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0600'3 MI NW FROM MONTROSE.
 JE0600'ABOUT 0.35 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JE0600'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.8 MILES WEST
 JE0600'ALONG STATE ROAD K, THENCE 0.85 MILE NORTH ALONG STATE ROAD K,
 JE0600'0.2 MILE NORTH OF THE CREST OF A HILL, 0.2 MILE SOUTH OF A
 JE0600'ROAD INTERSECTION, 0.1 MILE NORTH OF AN EAST-WEST ROW OF TREES,
 JE0600'297 FEET EAST OF THE CENTER LINE OF THE ROAD, 62 FEET
 JE0600'EAST-SOUTHEAST OF THE MOST EASTERLY ONE OF TWO HIGH LINE POWER
 JE0600'POLES, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JE0600'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JE0600'CYLINDER PROJECTING 5 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0598 ***********************************************************************
 JE0598  DESIGNATION -  J 2 B 2
 JE0598  PID         -  JE0598
 JE0598  STATE/COUNTY-  MO/HENRY
 JE0598  USGS QUAD   -  JOHNSTOWN (1981)
 JE0598
 JE0598                         *CURRENT SURVEY CONTROL
 JE0598  ___________________________________________________________________
 JE0598* NAD 83(1986)-  38 15 59.     (N)    094 00 49.     (W)     SCALED    
 JE0598* NAVD 88     -       273.030  (meters)     895.77   (feet)  ADJUSTED  
 JE0598  ___________________________________________________________________
 JE0598  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0598  DYNAMIC HT  -         272.836 (meters)     895.13  (feet)  COMP
 JE0598  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 JE0598
 JE0598  VERT ORDER  -  SECOND    CLASS 0
 JE0598
 JE0598.The horizontal coordinates were scaled from a topographic map and have
 JE0598.an estimated accuracy of +/- 6 seconds.
 JE0598
 JE0598.The orthometric height was determined by differential leveling
 JE0598.and adjusted by the National Geodetic Survey in June 1991..
 JE0598
 JE0598.The geoid height was determined by GEOID03.
 JE0598
 JE0598.The dynamic height is computed by dividing the NAVD 88
 JE0598.geopotential number by the normal gravity value computed on the
 JE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0598.degrees latitude (g = 980.6199 gals.).
 JE0598
 JE0598.The modeled gravity was interpolated from observed gravity values.
 JE0598
 JE0598;                    North         East    Units  Estimated Accuracy
 JE0598;SPC MO W     -   233,130.      892,560.      MT  (+/- 180 meters Scaled)
 JE0598
 JE0598                          SUPERSEDED SURVEY CONTROL
 JE0598
 JE0598  NGVD 29 (??/??/92)  272.93   (m)          895.4    (f) COMPUTED    2 0
 JE0598
 JE0598.Superseded values are not recommended for survey control.
 JE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0598.See file dsdata.txt to determine how the superseded data were derived.
 JE0598
 JE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC113358(NAD 83)
 JE0598_MARKER: DZ = AZIMUTH MARK DISK
 JE0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0598+STABILITY: SURFACE MOTION
 JE0598
 JE0598  HISTORY     - Date     Condition        Report By
 JE0598  HISTORY     - UNK      MONUMENTED       DOD
 JE0598  HISTORY     - 1963     GOOD             NGS
 JE0598
 JE0598                          STATION DESCRIPTION
 JE0598
 JE0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0598'3.1 MI NW FROM MONTROSE.
 JE0598'ABOUT 0.33 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JE0598'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.8 MILES WEST
 JE0598'ALONG STATE ROAD K, THENCE 0.7 MILE NORTH ALONG STATE ROAD K,
 JE0598'THENCE 0.25 MILE EAST TO THE NORTHEAST SLOPE OF A HILL, 0.2
 JE0598'MILE EAST OF A DOUBLE ROW OF POWER POLES, 0.2 MILE SOUTH OF AN
 JE0598'EAST-WEST ROW OF TREES, AND THE TOP SURFACE OVER THE CENTER
 JE0598'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF
 JE0598'AN 18-INCH CONCRETE CYLINDER PROJECTING 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0603 ***********************************************************************
 JE0603  DESIGNATION -  J 2 Z
 JE0603  PID         -  JE0603
 JE0603  STATE/COUNTY-  MO/HENRY
 JE0603  USGS QUAD   -  JOHNSTOWN (1981)
 JE0603
 JE0603                         *CURRENT SURVEY CONTROL
 JE0603  ___________________________________________________________________
 JE0603* NAD 83(1986)-  38 15 57.     (N)    094 01 17.     (W)     SCALED    
 JE0603* NAVD 88     -       288.858  (meters)     947.70   (feet)  ADJUSTED  
 JE0603  ___________________________________________________________________
 JE0603  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0603  DYNAMIC HT  -         288.652 (meters)     947.02  (feet)  COMP
 JE0603  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 JE0603
 JE0603  VERT ORDER  -  SECOND    CLASS 0
 JE0603
 JE0603.The horizontal coordinates were scaled from a topographic map and have
 JE0603.an estimated accuracy of +/- 6 seconds.
 JE0603
 JE0603.The orthometric height was determined by differential leveling
 JE0603.and adjusted by the National Geodetic Survey in June 1991..
 JE0603
 JE0603.The geoid height was determined by GEOID03.
 JE0603
 JE0603.The dynamic height is computed by dividing the NAVD 88
 JE0603.geopotential number by the normal gravity value computed on the
 JE0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0603.degrees latitude (g = 980.6199 gals.).
 JE0603
 JE0603.The modeled gravity was interpolated from observed gravity values.
 JE0603
 JE0603;                    North         East    Units  Estimated Accuracy
 JE0603;SPC MO W     -   233,060.      891,880.      MT  (+/- 180 meters Scaled)
 JE0603
 JE0603                          SUPERSEDED SURVEY CONTROL
 JE0603
 JE0603  NGVD 29 (??/??/92)  288.75   (m)          947.3    (f) COMPUTED    2 0
 JE0603
 JE0603.Superseded values are not recommended for survey control.
 JE0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0603.See file dsdata.txt to determine how the superseded data were derived.
 JE0603
 JE0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC106358(NAD 83)
 JE0603_MARKER: DS = TRIANGULATION STATION DISK
 JE0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0603_STAMPING: J 2 Z 1963
 JE0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0603+STABILITY: SURFACE MOTION
 JE0603
 JE0603  HISTORY     - Date     Condition        Report By
 JE0603  HISTORY     - 1963     MONUMENTED       CGS
 JE0603
 JE0603                          STATION DESCRIPTION
 JE0603
 JE0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0603'3.1 MI NW FROM MONTROSE.
 JE0603'ABOUT 0.35 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JE0603'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.8 MILES WEST
 JE0603'ALONG STATE ROAD K, THENCE 0.6 MILE NORTH ALONG STATE ROAD K,
 JE0603'THENCE 0.35 MILE WEST ALONG THE NORTH SIDE OF A ROW OF TREES,
 JE0603'IN THE SOUTHWEST CORNER OF A FIELD, 57 1/2 FEET NORTH-NORTHWEST
 JE0603'OF THE NORTHWEST CORNER OF A CONCRETE WALL AROUND A PRIVATE
 JE0603'CEMETERY PLOT, 21.6 FEET SOUTH OF J 2 Z NO 1, 22.2 FEET NORTH OF
 JE0603'J 2 Z NO 2, 4 FEET EAST OF A FENCE, 7 FEET SOUTHEAST OF A 3-FORKED
 JE0603'TREE, 3.5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, AND SET
 JE0603'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0602 ***********************************************************************
 JE0602  DESIGNATION -  J 2 Z RM 1
 JE0602  PID         -  JE0602
 JE0602  STATE/COUNTY-  MO/HENRY
 JE0602  USGS QUAD   -  JOHNSTOWN (1981)
 JE0602
 JE0602                         *CURRENT SURVEY CONTROL
 JE0602  ___________________________________________________________________
 JE0602* NAD 83(1986)-  38 15 58.     (N)    094 01 17.     (W)     SCALED    
 JE0602* NAVD 88     -       288.845  (meters)     947.65   (feet)  ADJUSTED  
 JE0602  ___________________________________________________________________
 JE0602  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0602  DYNAMIC HT  -         288.639 (meters)     946.98  (feet)  COMP
 JE0602  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 JE0602
 JE0602  VERT ORDER  -  SECOND    CLASS 0
 JE0602
 JE0602.The horizontal coordinates were scaled from a topographic map and have
 JE0602.an estimated accuracy of +/- 6 seconds.
 JE0602
 JE0602.The orthometric height was determined by differential leveling
 JE0602.and adjusted by the National Geodetic Survey in June 1991..
 JE0602
 JE0602.The geoid height was determined by GEOID03.
 JE0602
 JE0602.The dynamic height is computed by dividing the NAVD 88
 JE0602.geopotential number by the normal gravity value computed on the
 JE0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0602.degrees latitude (g = 980.6199 gals.).
 JE0602
 JE0602.The modeled gravity was interpolated from observed gravity values.
 JE0602
 JE0602;                    North         East    Units  Estimated Accuracy
 JE0602;SPC MO W     -   233,100.      891,880.      MT  (+/- 180 meters Scaled)
 JE0602
 JE0602                          SUPERSEDED SURVEY CONTROL
 JE0602
 JE0602  NGVD 29 (??/??/92)  288.74   (m)          947.3    (f) COMPUTED    2 0
 JE0602
 JE0602.Superseded values are not recommended for survey control.
 JE0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0602.See file dsdata.txt to determine how the superseded data were derived.
 JE0602
 JE0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC106358(NAD 83)
 JE0602_MARKER: DR = REFERENCE MARK DISK
 JE0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0602_STAMPING: J 2 Z NO 1 1963
 JE0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0602+STABILITY: SURFACE MOTION
 JE0602
 JE0602  HISTORY     - Date     Condition        Report By
 JE0602  HISTORY     - 1963     MONUMENTED       CGS
 JE0602
 JE0602                          STATION DESCRIPTION
 JE0602
 JE0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0602'3.1 MI NW FROM MONTROSE.
 JE0602'ABOUT 0.35 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JE0602'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.8 MILES WEST
 JE0602'ALONG STATE ROAD K, THENCE 0.6 MILE NORTH ALONG STATE ROAD K,
 JE0602'THENCE 0.35 MILE WEST ALONG THE NORTH SIDE OF A ROW OF TREES,
 JE0602'IN THE SOUTHWEST CORNER OF A FIELD 21.6 FEET NORTH OF J 2 Z 1963,
 JE0602'3 1/2 FEET EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 JE0602'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0601 ***********************************************************************
 JE0601  DESIGNATION -  J 2 Z RM 2
 JE0601  PID         -  JE0601
 JE0601  STATE/COUNTY-  MO/HENRY
 JE0601  USGS QUAD   -  JOHNSTOWN (1981)
 JE0601
 JE0601                         *CURRENT SURVEY CONTROL
 JE0601  ___________________________________________________________________
 JE0601* NAD 83(1986)-  38 15 57.     (N)    094 01 17.     (W)     SCALED    
 JE0601* NAVD 88     -       289.016  (meters)     948.21   (feet)  ADJUSTED  
 JE0601  ___________________________________________________________________
 JE0601  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0601  DYNAMIC HT  -         288.810 (meters)     947.54  (feet)  COMP
 JE0601  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 JE0601
 JE0601  VERT ORDER  -  SECOND    CLASS 0
 JE0601
 JE0601.The horizontal coordinates were scaled from a topographic map and have
 JE0601.an estimated accuracy of +/- 6 seconds.
 JE0601
 JE0601.The orthometric height was determined by differential leveling
 JE0601.and adjusted by the National Geodetic Survey in June 1991..
 JE0601
 JE0601.The geoid height was determined by GEOID03.
 JE0601
 JE0601.The dynamic height is computed by dividing the NAVD 88
 JE0601.geopotential number by the normal gravity value computed on the
 JE0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0601.degrees latitude (g = 980.6199 gals.).
 JE0601
 JE0601.The modeled gravity was interpolated from observed gravity values.
 JE0601
 JE0601;                    North         East    Units  Estimated Accuracy
 JE0601;SPC MO W     -   233,060.      891,880.      MT  (+/- 180 meters Scaled)
 JE0601
 JE0601                          SUPERSEDED SURVEY CONTROL
 JE0601
 JE0601  NGVD 29 (??/??/92)  288.91   (m)          947.9    (f) COMPUTED    2 0
 JE0601
 JE0601.Superseded values are not recommended for survey control.
 JE0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0601.See file dsdata.txt to determine how the superseded data were derived.
 JE0601
 JE0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC106358(NAD 83)
 JE0601_MARKER: DR = REFERENCE MARK DISK
 JE0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0601_STAMPING: J 2 Z NO 2 1963
 JE0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0601+STABILITY: SURFACE MOTION
 JE0601
 JE0601  HISTORY     - Date     Condition        Report By
 JE0601  HISTORY     - 1963     MONUMENTED       CGS
 JE0601
 JE0601                          STATION DESCRIPTION
 JE0601
 JE0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0601'3.1 MI NW FROM MONTROSE.
 JE0601'ABOUT 0.35 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JE0601'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.8 MILES WEST
 JE0601'ALONG STATE ROAD K, THENCE 0.6 MILE NORTH ALONG STATE ROAD K,
 JE0601'THENCE 0.35 MILE WEST ALONG THE NORTH SIDE OF A ROW OF TREES,
 JE0601'IN THE SOUTHWEST CORNER OF A FIELD, 37 FEET NORTH-NORTHWEST OF
 JE0601'THE NORTHWEST CORNER OF A CONCRETE WALL AROUND A PRIVATE CEMETERY
 JE0601'PLOT, 22.2 FEET SOUTH OF J 2 Z 1963, 1 1/2 FEET EAST OF A FENCE,
 JE0601'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0342 ***********************************************************************
 LF0342  DESIGNATION -  J 20
 LF0342  PID         -  LF0342
 LF0342  STATE/COUNTY-  MO/NODAWAY
 LF0342  USGS QUAD   -  BURLINGTON JUNCTION (1981)
 LF0342
 LF0342                         *CURRENT SURVEY CONTROL
 LF0342  ___________________________________________________________________
 LF0342* NAD 83(1986)-  40 26 52.     (N)    095 04 56.     (W)     SCALED    
 LF0342* NAVD 88     -       280.369  (meters)     919.84   (feet)  ADJUSTED  
 LF0342  ___________________________________________________________________
 LF0342  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 LF0342  DYNAMIC HT  -         280.221 (meters)     919.36  (feet)  COMP
 LF0342  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 LF0342
 LF0342  VERT ORDER  -  FIRST     CLASS II
 LF0342
 LF0342.The horizontal coordinates were scaled from a topographic map and have
 LF0342.an estimated accuracy of +/- 6 seconds.
 LF0342
 LF0342.The orthometric height was determined by differential leveling
 LF0342.and adjusted by the National Geodetic Survey in June 1991..
 LF0342
 LF0342.The geoid height was determined by GEOID03.
 LF0342
 LF0342.The dynamic height is computed by dividing the NAVD 88
 LF0342.geopotential number by the normal gravity value computed on the
 LF0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0342.degrees latitude (g = 980.6199 gals.).
 LF0342
 LF0342.The modeled gravity was interpolated from observed gravity values.
 LF0342
 LF0342;                    North         East    Units  Estimated Accuracy
 LF0342;SPC MO W     -   475,350.      800,610.      MT  (+/- 180 meters Scaled)
 LF0342
 LF0342                          SUPERSEDED SURVEY CONTROL
 LF0342
 LF0342  NGVD 29 (??/??/92)  280.272  (m)          919.53   (f) ADJ UNCH    1 2
 LF0342
 LF0342.Superseded values are not recommended for survey control.
 LF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0342.See file dsdata.txt to determine how the superseded data were derived.
 LF0342
 LF0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE234795(NAD 83)
 LF0342_MARKER: DB = BENCH MARK DISK
 LF0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0342_STAMPING: J 20 1933
 LF0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0342+STABILITY: SURFACE MOTION
 LF0342
 LF0342  HISTORY     - Date     Condition        Report By
 LF0342  HISTORY     - 1933     MONUMENTED       CGS
 LF0342  HISTORY     - 1960     GOOD             NGS
 LF0342
 LF0342                          STATION DESCRIPTION
 LF0342
 LF0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0342'0.7 MI NW FROM BURLINGTON JUNCTION.
 LF0342'0.7 MILE NORTHWEST ALONG THE WABASH RAILWAY FROM THE STATION
 LF0342'AT BURLINGTON JUNCTION, NODAWAY COUNTY, 3 POLES NORTHWEST OF
 LF0342'MILEPOST 332 50 FEET WEST OF A CROSS ROAD AND WOODEN BRIDGE, AND
 LF0342'50 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED J 20 1933
 LF0342'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0780 ***********************************************************************
 JD0780  DESIGNATION -  J 200
 JD0780  PID         -  JD0780
 JD0780  STATE/COUNTY-  MO/JOHNSON
 JD0780  USGS QUAD   -  LA MONTE (1973)
 JD0780
 JD0780                         *CURRENT SURVEY CONTROL
 JD0780  ___________________________________________________________________
 JD0780* NAD 83(1986)-  38 50 38.     (N)    093 29 48.     (W)     SCALED    
 JD0780* NAVD 88     -       262.034  (meters)     859.69   (feet)  ADJUSTED  
 JD0780  ___________________________________________________________________
 JD0780  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0780  DYNAMIC HT  -         261.860 (meters)     859.12  (feet)  COMP
 JD0780  MODELED GRAV-     979,958.9   (mgal)                       NAVD 88
 JD0780
 JD0780  VERT ORDER  -  SECOND    CLASS 0
 JD0780
 JD0780.The horizontal coordinates were scaled from a topographic map and have
 JD0780.an estimated accuracy of +/- 6 seconds.
 JD0780
 JD0780.The orthometric height was determined by differential leveling
 JD0780.and adjusted by the National Geodetic Survey in June 1991..
 JD0780.WARNING-Repeat measurements at this control monument indicate possible
 JD0780.vertical movement.
 JD0780
 JD0780.The geoid height was determined by GEOID03.
 JD0780
 JD0780.The dynamic height is computed by dividing the NAVD 88
 JD0780.geopotential number by the normal gravity value computed on the
 JD0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0780.degrees latitude (g = 980.6199 gals.).
 JD0780
 JD0780.The modeled gravity was interpolated from observed gravity values.
 JD0780
 JD0780;                    North         East    Units  Estimated Accuracy
 JD0780;SPC MO W     -   297,600.      937,100.      MT  (+/- 180 meters Scaled)
 JD0780
 JD0780                          SUPERSEDED SURVEY CONTROL
 JD0780
 JD0780  NGVD 29 (??/??/92)  261.945  (m)          859.40   (f) ADJ UNCH    2 0
 JD0780
 JD0780.Superseded values are not recommended for survey control.
 JD0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0780.See file dsdata.txt to determine how the superseded data were derived.
 JD0780
 JD0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC568995(NAD 83)
 JD0780_MARKER: DB = BENCH MARK DISK
 JD0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0780_STAMPING: J 200 1945
 JD0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0780+STABILITY: SURFACE MOTION
 JD0780
 JD0780  HISTORY     - Date     Condition        Report By
 JD0780  HISTORY     - 1945     MONUMENTED       CGS
 JD0780  HISTORY     - 1946     GOOD             NGS
 JD0780  HISTORY     - 1963     GOOD             NGS
 JD0780
 JD0780                          STATION DESCRIPTION
 JD0780
 JD0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0780'12.7 MI W FROM SWEET SPRINGS.
 JD0780'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE MISSOURI
 JD0780'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 4.5 MILES
 JD0780'SOUTHWEST ALONG MISSOURI STATE HIGHWAY 127, THENCE 2.1 MILES
 JD0780'WEST ALONG A GRAVEL ROAD, THENCE 3.1 MILES SOUTH ALONG A GRAVEL
 JD0780'ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.8 MILES
 JD0780'SOUTH ALONG A GRAVEL ROAD, AND AT A ROAD INTERSECTION, 32 FEET
 JD0780'WEST OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE
 JD0780'NORTH-SOUTH ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE
 JD0780'EAST-WEST ROAD, 9 FEET WEST OF THE RIGHT OF WAY FENCE CORNER, 2
 JD0780'FEET SOUTH OF THE EAST-WEST RIGHT OF WAY FENCE, 2 FEET WEST OF
 JD0780'A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 JD0780'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 JD0780
 JD0780                          STATION RECOVERY (1963)
 JD0780
 JD0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0144 ***********************************************************************
 HD0144  DESIGNATION -  J 201
 HD0144  PID         -  HD0144
 HD0144  STATE/COUNTY-  MO/PULASKI
 HD0144  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0144
 HD0144                         *CURRENT SURVEY CONTROL
 HD0144  ___________________________________________________________________
 HD0144* NAD 83(1986)-  37 47 15.     (N)    092 17 08.     (W)     SCALED    
 HD0144* NAVD 88     -       297.758  (meters)     976.89   (feet)  ADJUSTED  
 HD0144  ___________________________________________________________________
 HD0144  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HD0144  DYNAMIC HT  -         297.532 (meters)     976.15  (feet)  COMP
 HD0144  MODELED GRAV-     979,862.0   (mgal)                       NAVD 88
 HD0144
 HD0144  VERT ORDER  -  SECOND    CLASS 0
 HD0144
 HD0144.The horizontal coordinates were scaled from a topographic map and have
 HD0144.an estimated accuracy of +/- 6 seconds.
 HD0144
 HD0144.The orthometric height was determined by differential leveling
 HD0144.and adjusted by the National Geodetic Survey in June 1991..
 HD0144
 HD0144.The geoid height was determined by GEOID03.
 HD0144
 HD0144.The dynamic height is computed by dividing the NAVD 88
 HD0144.geopotential number by the normal gravity value computed on the
 HD0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0144.degrees latitude (g = 980.6199 gals.).
 HD0144
 HD0144.The modeled gravity was interpolated from observed gravity values.
 HD0144
 HD0144;                    North         East    Units  Estimated Accuracy
 HD0144;SPC MO C     -   216,870.      518,890.      MT  (+/- 180 meters Scaled)
 HD0144
 HD0144                          SUPERSEDED SURVEY CONTROL
 HD0144
 HD0144  NGVD 29 (??/??/92)  297.652  (m)          976.55   (f) ADJ UNCH    2 0
 HD0144
 HD0144.Superseded values are not recommended for survey control.
 HD0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0144.See file dsdata.txt to determine how the superseded data were derived.
 HD0144
 HD0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB629824(NAD 83)
 HD0144_MARKER: DB = BENCH MARK DISK
 HD0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0144_STAMPING: J 201 1946
 HD0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0144+STABILITY: SURFACE MOTION
 HD0144
 HD0144  HISTORY     - Date     Condition        Report By
 HD0144  HISTORY     - 1946     MONUMENTED       CGS
 HD0144
 HD0144                          STATION DESCRIPTION
 HD0144
 HD0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HD0144'6.6 MI W FROM WAYNESVILLE.
 HD0144'ABOUT 5.6 MILES WEST ALONG U.S. HIGHWAY NO. 66 FROM THE
 HD0144'COURTHOUSE AT WAYNESVILLE, THENCE 1.0 MILE NORTHWEST ALONG A
 HD0144'GRAVEL ROAD, ABOUT 1.0 MILE NORTHWEST OF THE PLACE KNOWN AS
 HD0144'BUCKHORN, 0.1 MILE WEST OF A FARM HOUSE, 18 FEET NORTH OF AND
 HD0144'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 10 FEET WEST OF A
 HD0144'TWIN 12 INCH OAK TREE, 1 FOOT EAST OF A 4 IN X 4 IN MARKER POST.
 HD0144'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0992 ***********************************************************************
 JC0992  DESIGNATION -  J 202
 JC0992  PID         -  JC0992
 JC0992  STATE/COUNTY-  MO/GASCONADE
 JC0992  USGS QUAD   -  GASCONADE (1974)
 JC0992
 JC0992                         *CURRENT SURVEY CONTROL
 JC0992  ___________________________________________________________________
 JC0992* NAD 83(1986)-  38 40 32.     (N)    091 35 35.     (W)     SCALED    
 JC0992* NAVD 88     -       159.745  (meters)     524.10   (feet)  POSTED    
 JC0992  ___________________________________________________________________
 JC0992  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JC0992  DYNAMIC HT  -         159.640 (meters)     523.75  (feet)  COMP
 JC0992  MODELED GRAV-     979,968.2   (mgal)                       NAVD 88
 JC0992
 JC0992  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JC0992
 JC0992.The horizontal coordinates were scaled from a topographic map and have
 JC0992.an estimated accuracy of +/- 6 seconds.
 JC0992
 JC0992.The orthometric height was determined by differential leveling
 JC0992.and adjusted by the National Geodetic Survey in 1992..
 JC0992.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JC0992.rate of 0.0 thru 1.0 mm/km.
 JC0992
 JC0992.The geoid height was determined by GEOID03.
 JC0992
 JC0992.The dynamic height is computed by dividing the NAVD 88
 JC0992.geopotential number by the normal gravity value computed on the
 JC0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0992.degrees latitude (g = 980.6199 gals.).
 JC0992
 JC0992.The modeled gravity was interpolated from observed gravity values.
 JC0992
 JC0992;                    North         East    Units  Estimated Accuracy
 JC0992;SPC MO E     -   315,980.      154,890.      MT  (+/- 180 meters Scaled)
 JC0992
 JC0992                          SUPERSEDED SURVEY CONTROL
 JC0992
 JC0992  NGVD 29 (??/??/92)  159.765  (m)          524.16   (f) ADJ UNCH    1 2
 JC0992
 JC0992.Superseded values are not recommended for survey control.
 JC0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0992.See file dsdata.txt to determine how the superseded data were derived.
 JC0992
 JC0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC223817(NAD 83)
 JC0992_MARKER: DB = BENCH MARK DISK
 JC0992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0992_SP_SET: CULVERT
 JC0992_STAMPING: J 202 1946
 JC0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0992
 JC0992  HISTORY     - Date     Condition        Report By
 JC0992  HISTORY     - 1946     MONUMENTED       CGS
 JC0992  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0992
 JC0992                          STATION DESCRIPTION
 JC0992
 JC0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0992'2.2 MI E FROM MORRISON.
 JC0992'ABOUT 2.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0992'STATION AT MORRISON, ABOUT FIVE POLES EAST OF MILE POST 90-30, 10.0
 JC0992'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH
 JC0992'TRACK, ON TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 JC0992'12 FT X 12 FT CONCRETE CULVERT.  A BRONZE BENCH MARK DISK SET IN A
 JC0992'DRILL HOLE IN CONCRETE.
 JC0992
 JC0992                          STATION RECOVERY (1986)
 JC0992
 JC0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0509 ***********************************************************************
 JC0509  DESIGNATION -  J 203
 JC0509  PID         -  JC0509
 JC0509  STATE/COUNTY-  MO/FRANKLIN
 JC0509  USGS QUAD   -  WASHINGTON EAST (1972)
 JC0509
 JC0509                         *CURRENT SURVEY CONTROL
 JC0509  ___________________________________________________________________
 JC0509* NAD 83(1986)-  38 33 18.     (N)    091 00 00.     (W)     SCALED    
 JC0509* NAVD 88     -       149.938  (meters)     491.92   (feet)  ADJUSTED  
 JC0509  ___________________________________________________________________
 JC0509  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JC0509  DYNAMIC HT  -         149.842 (meters)     491.61  (feet)  COMP
 JC0509  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 JC0509
 JC0509  VERT ORDER  -  FIRST     CLASS II
 JC0509
 JC0509.The horizontal coordinates were scaled from a topographic map and have
 JC0509.an estimated accuracy of +/- 6 seconds.
 JC0509
 JC0509.The orthometric height was determined by differential leveling
 JC0509.and adjusted by the National Geodetic Survey in June 1991..
 JC0509
 JC0509.The geoid height was determined by GEOID03.
 JC0509
 JC0509.The dynamic height is computed by dividing the NAVD 88
 JC0509.geopotential number by the normal gravity value computed on the
 JC0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0509.degrees latitude (g = 980.6199 gals.).
 JC0509
 JC0509.The modeled gravity was interpolated from observed gravity values.
 JC0509
 JC0509;                    North         East    Units  Estimated Accuracy
 JC0509;SPC MO E     -   302,150.      206,420.      MT  (+/- 180 meters Scaled)
 JC0509
 JC0509                          SUPERSEDED SURVEY CONTROL
 JC0509
 JC0509  NGVD 29 (??/??/92)  150.008  (m)          492.15   (f) ADJ UNCH    1 2
 JC0509
 JC0509.Superseded values are not recommended for survey control.
 JC0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0509.See file dsdata.txt to determine how the superseded data were derived.
 JC0509
 JC0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC742692(NAD 83)
 JC0509_MARKER: DB = BENCH MARK DISK
 JC0509_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC0509_SP_SET: PIER
 JC0509_STAMPING: J 203 1946
 JC0509_MARK LOGO: CGS   
 JC0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0509+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 JC0509
 JC0509  HISTORY     - Date     Condition        Report By
 JC0509  HISTORY     - 1946     MONUMENTED       CGS
 JC0509  HISTORY     - 1986     GOOD             NGS
 JC0509  HISTORY     - 20040524 GOOD             GEOCAC
 JC0509
 JC0509                          STATION DESCRIPTION
 JC0509
 JC0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0509'0.8 MI E FROM WASHINGTON.
 JC0509'0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0509'STATION AT WASHINGTON, ABOUT THREE POLES EAST OF MILE POST 51,
 JC0509'22.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 JC0509'NORTH TRACK, ON THE SOUTH FACE OF THE FIRST CONCRETE PIER
 JC0509'NORTH OF THE TRACKS FOR THE HIGHWAY NO. 47 BRIDGE OVER THE
 JC0509'MISSOURI RIVER, 3.0 FEET WEST OF THE SOUTHEAST CORNER OF THE
 JC0509'PIER AND 3.0 FEET ABOVE GROUND.  A BRONZE BENCH MARK DISK SET
 JC0509'VERTICALLY IN A DRILL HOLE IN CONCRETE.
 JC0509
 JC0509                          STATION RECOVERY (1986)
 JC0509
 JC0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0509'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JC0509'NEW TO REACH FOLLOWS.  IN WASHINGTON, AT THE INTERSECTION OF STATE
 JC0509'HIGHWAY AND THE MISSOURI PACIFIC RAILROAD.
 JC0509
 JC0509                          STATION RECOVERY (2004)
 JC0509
 JC0509'RECOVERY NOTE BY GEOCACHING 2004 (RCB)
 JC0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0489 ***********************************************************************
 JC0489  DESIGNATION -  J 204
 JC0489  PID         -  JC0489
 JC0489  STATE/COUNTY-  MO/ST LOUIS
 JC0489  USGS QUAD   -  MANCHESTER (1993)
 JC0489
 JC0489                         *CURRENT SURVEY CONTROL
 JC0489  ___________________________________________________________________
 JC0489* NAD 83(1986)-  38 31 44.     (N)    090 36 18.     (W)     SCALED    
 JC0489* NAVD 88     -       140.762  (meters)     461.82   (feet)  ADJUSTED  
 JC0489  ___________________________________________________________________
 JC0489  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JC0489  DYNAMIC HT  -         140.671 (meters)     461.52  (feet)  COMP
 JC0489  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 JC0489
 JC0489  VERT ORDER  -  FIRST     CLASS I
 JC0489
 JC0489.The horizontal coordinates were scaled from a topographic map and have
 JC0489.an estimated accuracy of +/- 6 seconds.
 JC0489
 JC0489.The orthometric height was determined by differential leveling
 JC0489.and adjusted by the National Geodetic Survey in June 1991..
 JC0489
 JC0489.The geoid height was determined by GEOID03.
 JC0489
 JC0489.The dynamic height is computed by dividing the NAVD 88
 JC0489.geopotential number by the normal gravity value computed on the
 JC0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0489.degrees latitude (g = 980.6199 gals.).
 JC0489
 JC0489.The modeled gravity was interpolated from observed gravity values.
 JC0489
 JC0489;                    North         East    Units  Estimated Accuracy
 JC0489;SPC MO E     -   299,140.      240,850.      MT  (+/- 180 meters Scaled)
 JC0489
 JC0489                          SUPERSEDED SURVEY CONTROL
 JC0489
 JC0489  NGVD 29 (??/??/92)  140.849  (m)          462.10   (f) ADJ UNCH    1 1
 JC0489
 JC0489.Superseded values are not recommended for survey control.
 JC0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0489.See file dsdata.txt to determine how the superseded data were derived.
 JC0489
 JC0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC087672(NAD 83)
 JC0489_MARKER: DB = BENCH MARK DISK
 JC0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0489_SP_SET: OVERPASS
 JC0489_STAMPING: J 204 1946
 JC0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0489
 JC0489  HISTORY     - Date     Condition        Report By
 JC0489  HISTORY     - 1946     MONUMENTED       CGS
 JC0489  HISTORY     - 1969     GOOD             NGS
 JC0489  HISTORY     - 1985     GOOD             USPSQD
 JC0489  HISTORY     - 19910427 GOOD             USPSQD
 JC0489  HISTORY     - 19940511 GOOD             USPSQD
 JC0489
 JC0489                          STATION DESCRIPTION
 JC0489
 JC0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0489'2.5 MI NE FROM EUREKA.
 JC0489'ABOUT 2.5 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0489'FROM THE CROSSING OF MAIN STREET AT EUREKA, NEAR MILEPOLE 24-16,
 JC0489'NEAR THE CENTER OF A ROCK CUT WHICH IS 0.2 MILE LONG AND 15
 JC0489'FEET HIGH, SET VERTICALLY IN THE NORTH FACE OF THE EAST END OF
 JC0489'THE SOUTH PIER UNDER LEWIS ROAD OVERPASS OVER THE TRACK, 8 FEET
 JC0489'SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 1.8 FEET WEST OF
 JC0489'THE EAST END OF THE PIER AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
 JC0489'SEC 29, T44N, R4E.
 JC0489
 JC0489                          STATION RECOVERY (1985)
 JC0489
 JC0489'RECOVERY NOTE BY US POWER SQUADRON 1985
 JC0489'RECOVERED IN GOOD CONDITION.
 JC0489
 JC0489                          STATION RECOVERY (1991)
 JC0489
 JC0489'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0489'RECOVERED IN GOOD CONDITION.
 JC0489
 JC0489                          STATION RECOVERY (1994)
 JC0489
 JC0489'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0215 ***********************************************************************
 JC0215  DESIGNATION -  J 205
 JC0215  PID         -  JC0215
 JC0215  STATE/COUNTY-  MO/ST LOUIS
 JC0215  USGS QUAD   -  WEBSTER GROVES (1993)
 JC0215
 JC0215                         *CURRENT SURVEY CONTROL
 JC0215  ___________________________________________________________________
 JC0215* NAD 83(1986)-  38 35 51.     (N)    090 21 04.     (W)     SCALED    
 JC0215* NAVD 88     -       151.851  (meters)     498.20   (feet)  ADJUSTED  
 JC0215  ___________________________________________________________________
 JC0215  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JC0215  DYNAMIC HT  -         151.754 (meters)     497.88  (feet)  COMP
 JC0215  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 JC0215
 JC0215  VERT ORDER  -  FIRST     CLASS I
 JC0215
 JC0215.The horizontal coordinates were scaled from a topographic map and have
 JC0215.an estimated accuracy of +/- 6 seconds.
 JC0215
 JC0215.The orthometric height was determined by differential leveling
 JC0215.and adjusted by the National Geodetic Survey in June 1991..
 JC0215
 JC0215.The geoid height was determined by GEOID03.
 JC0215
 JC0215.The dynamic height is computed by dividing the NAVD 88
 JC0215.geopotential number by the normal gravity value computed on the
 JC0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0215.degrees latitude (g = 980.6199 gals.).
 JC0215
 JC0215.The modeled gravity was interpolated from observed gravity values.
 JC0215
 JC0215;                    North         East    Units  Estimated Accuracy
 JC0215;SPC MO E     -   306,760.      262,970.      MT  (+/- 180 meters Scaled)
 JC0215
 JC0215                          SUPERSEDED SURVEY CONTROL
 JC0215
 JC0215  NGVD 29 (??/??/92)  151.955  (m)          498.54   (f) ADJ UNCH    1 1
 JC0215
 JC0215.Superseded values are not recommended for survey control.
 JC0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0215.See file dsdata.txt to determine how the superseded data were derived.
 JC0215
 JC0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC306754(NAD 83)
 JC0215_MARKER: DB = BENCH MARK DISK
 JC0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0215_SP_SET: CULVERT
 JC0215_STAMPING: J 205 1946
 JC0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0215+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2002
 JC0215
 JC0215  HISTORY     - Date     Condition        Report By
 JC0215  HISTORY     - 1946     MONUMENTED       CGS
 JC0215  HISTORY     - 1969     GOOD             NGS
 JC0215  HISTORY     - 19940511 GOOD             USPSQD
 JC0215  HISTORY     - 19990401 GOOD             USPSQD
 JC0215  HISTORY     - 20020620 GOOD             INDIV
 JC0215
 JC0215                          STATION DESCRIPTION
 JC0215
 JC0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0215'AT WEBSTER GROVE.
 JC0215'AT WEBSTER GROVE, ABOUT 0.5 MILE NORTHEAST ALONG THE MISSOURI
 JC0215'PACIFIC RAILROAD FROM THE STATION, NEAR MILEPOLE 9-27, ABOUT 40
 JC0215'YARDS NORTHWEST OF THE JUNCTION OF GLEN ROAD AND HAWTHORNE AVENUE,
 JC0215'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL
 JC0215'FOR A 4 FOOT CONCRETE ARCHED CULVERT UNDER THE TRACK, 39.5 FEET
 JC0215'SOUTHEAST OF THE SOUTHEAST RAIL OF THE EASTBOUND TRACK, 8.2 FEET
 JC0215'NORTHEAST OF THE CENTER OF THE ARCH OF THE CULVERT, 0.5 FOOT
 JC0215'NORTHWEST OF THE SOUTHEAST EDGE OF THE HEAD WALL AND ABOUT 20 FEET
 JC0215'BELOW THE LEVEL OF THE TRACK.
 JC0215
 JC0215                          STATION RECOVERY (1994)
 JC0215
 JC0215'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0215'RECOVERED IN GOOD CONDITION.
 JC0215
 JC0215                          STATION RECOVERY (1999)
 JC0215
 JC0215'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0215'RECOVERED IN GOOD CONDITION.
 JC0215
 JC0215                          STATION RECOVERY (2002)
 JC0215
 JC0215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCB)
 JC0215'MARK IS IN BRUSH AND WAS UNDER 6 INCHES OF DIRT, OTHERWISE OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0462 ***********************************************************************
 LF0462  DESIGNATION -  J 206
 LF0462  PID         -  LF0462
 LF0462  STATE/COUNTY-  MO/HOLT
 LF0462  USGS QUAD   -  BIG LAKE (1981)
 LF0462
 LF0462                         *CURRENT SURVEY CONTROL
 LF0462  ___________________________________________________________________
 LF0462* NAD 83(1986)-  40 06 35.     (N)    095 22 18.     (W)     SCALED    
 LF0462* NAVD 88     -       263.160  (meters)     863.38   (feet)  ADJUSTED  
 LF0462  ___________________________________________________________________
 LF0462  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 LF0462  DYNAMIC HT  -         263.017 (meters)     862.91  (feet)  COMP
 LF0462  MODELED GRAV-     980,073.7   (mgal)                       NAVD 88
 LF0462
 LF0462  VERT ORDER  -  SECOND    CLASS 0
 LF0462
 LF0462.The horizontal coordinates were scaled from a topographic map and have
 LF0462.an estimated accuracy of +/- 6 seconds.
 LF0462
 LF0462.The orthometric height was determined by differential leveling
 LF0462.and adjusted by the National Geodetic Survey in June 1991..
 LF0462
 LF0462.The geoid height was determined by GEOID03.
 LF0462
 LF0462.The dynamic height is computed by dividing the NAVD 88
 LF0462.geopotential number by the normal gravity value computed on the
 LF0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0462.degrees latitude (g = 980.6199 gals.).
 LF0462
 LF0462.The modeled gravity was interpolated from observed gravity values.
 LF0462
 LF0462;                    North         East    Units  Estimated Accuracy
 LF0462;SPC MO W     -   438,010.      775,690.      MT  (+/- 180 meters Scaled)
 LF0462
 LF0462                          SUPERSEDED SURVEY CONTROL
 LF0462
 LF0462  NGVD 29 (??/??/92)  263.095  (m)          863.17   (f) ADJ UNCH    2 0
 LF0462
 LF0462.Superseded values are not recommended for survey control.
 LF0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0462.See file dsdata.txt to determine how the superseded data were derived.
 LF0462
 LF0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE978426(NAD 83)
 LF0462_MARKER: DB = BENCH MARK DISK
 LF0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0462_STAMPING: J 206 1948
 LF0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0462+STABILITY: SURFACE MOTION
 LF0462
 LF0462  HISTORY     - Date     Condition        Report By
 LF0462  HISTORY     - 1948     MONUMENTED       CGS
 LF0462  HISTORY     - 1970     GOOD             NGS
 LF0462  HISTORY     - 19890812 MARK NOT FOUND   NGS
 LF0462
 LF0462                          STATION DESCRIPTION
 LF0462
 LF0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0462'4.3 MI W FROM BIGELOW.
 LF0462'3.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE AT
 LF0462'BIGELOW, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 159, IN THE
 LF0462'NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 226.0 FEET SOUTHWEST
 LF0462'OF THE CENTER LINE OF U.S. HIGHWAY 159, 60.0 FEET NORTH OF THE
 LF0462'CENTER LINE OF THE EAST-WEST ROAD, 36.0 FEET WEST OF THE CENTER
 LF0462'LINE OF THE NORTH-SOUTH ROAD, 38.5 FEET NORTH OF A TELEPHONE
 LF0462'POLE, 7.5 FEET SOUTH OF A 36-INCH MAPLE TREE, 1.5 FEET NORTHWEST OF
 LF0462'A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LF0462'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF0462
 LF0462                          STATION RECOVERY (1970)
 LF0462
 LF0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LF0462'RECOVERED IN GOOD CONDITION.
 LF0462
 LF0462                          STATION RECOVERY (1989)
 LF0462
 LF0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0462'THE MONUMENT WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0427 ***********************************************************************
 LF0427  DESIGNATION -  J 207
 LF0427  PID         -  LF0427
 LF0427  STATE/COUNTY-  MO/HOLT
 LF0427  USGS QUAD   -  CORNING (1984)
 LF0427
 LF0427                         *CURRENT SURVEY CONTROL
 LF0427  ___________________________________________________________________
 LF0427* NAD 83(1986)-  40 13 18.     (N)    095 27 08.     (W)     SCALED    
 LF0427* NAVD 88     -       267.171  (meters)     876.54   (feet)  ADJUSTED  
 LF0427  ___________________________________________________________________
 LF0427  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LF0427  DYNAMIC HT  -         267.027 (meters)     876.07  (feet)  COMP
 LF0427  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 LF0427
 LF0427  VERT ORDER  -  SECOND    CLASS 0
 LF0427
 LF0427.The horizontal coordinates were scaled from a topographic map and have
 LF0427.an estimated accuracy of +/- 6 seconds.
 LF0427
 LF0427.The orthometric height was determined by differential leveling
 LF0427.and adjusted by the National Geodetic Survey in June 1991..
 LF0427
 LF0427.The geoid height was determined by GEOID03.
 LF0427
 LF0427.The dynamic height is computed by dividing the NAVD 88
 LF0427.geopotential number by the normal gravity value computed on the
 LF0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0427.degrees latitude (g = 980.6199 gals.).
 LF0427
 LF0427.The modeled gravity was interpolated from observed gravity values.
 LF0427
 LF0427;                    North         East    Units  Estimated Accuracy
 LF0427;SPC MO W     -   450,520.      768,950.      MT  (+/- 180 meters Scaled)
 LF0427
 LF0427                          SUPERSEDED SURVEY CONTROL
 LF0427
 LF0427  NGVD 29 (??/??/92)  267.082  (m)          876.25   (f) ADJ UNCH    2 0
 LF0427
 LF0427.Superseded values are not recommended for survey control.
 LF0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0427.See file dsdata.txt to determine how the superseded data were derived.
 LF0427
 LF0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE913552(NAD 83)
 LF0427_MARKER: DB = BENCH MARK DISK
 LF0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0427_STAMPING: J 207 1948
 LF0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0427+STABILITY: SURFACE MOTION
 LF0427
 LF0427  HISTORY     - Date     Condition        Report By
 LF0427  HISTORY     - 1948     MONUMENTED       CGS
 LF0427  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF0427  HISTORY     - 19890731 MARK NOT FOUND   NGS
 LF0427
 LF0427                          STATION DESCRIPTION
 LF0427
 LF0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0427'1.9 MI S FROM CORNING.
 LF0427'1.9 MILES SOUTH ALONG STATE HIGHWAY NO. 111 FROM THE STATION AT
 LF0427'CORNING, AT A T-ROAD, 34.0 FEET WEST OF THE CENTER LINE OF THE
 LF0427'HIGHWAY, 37.0 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD
 LF0427'LEADING WEST TO A WHITE FARMHOUSE, 48.0 FEET SOUTH OF A POWER
 LF0427'LINE POLE, 1.4 FEET NORTHWEST OF A CORNER FENCE POST, 1.2 FEET
 LF0427'NORTH OF A FENCE, 1.2 FEET EAST OF A REFERENCE POST, SET IN THE
 LF0427'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LF0427'NOTE-- THE FENCE HAS BEEN REMOVED AND THERE HAS BEEN SOME
 LF0427'LANDSCAPING IN THE AREA AS THE WHITE FARMHOUSE REFERRED TO IN
 LF0427'THE ORIGINAL DESCRIPTION HAS BEEN REPLACED BY A MODERN HOME.
 LF0427'IT IS FELT THAT THE MARK HAS PROBABLY BEEN DESTROYED.
 LF0427
 LF0427                          STATION RECOVERY (1961)
 LF0427
 LF0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0427'MARK NOT FOUND.
 LF0427
 LF0427                          STATION RECOVERY (1989)
 LF0427
 LF0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0685 ***********************************************************************
 LF0685  DESIGNATION -  J 208
 LF0685  PID         -  LF0685
 LF0685  STATE/COUNTY-  MO/ATCHISON
 LF0685  USGS QUAD   -  LANGDON (1984)
 LF0685
 LF0685                         *CURRENT SURVEY CONTROL
 LF0685  ___________________________________________________________________
 LF0685* NAD 83(1986)-  40 20 18.     (N)    095 36 58.     (W)     SCALED    
 LF0685* NAVD 88     -       270.060  (meters)     886.02   (feet)  ADJUSTED  
 LF0685  ___________________________________________________________________
 LF0685  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF0685  DYNAMIC HT  -         269.916 (meters)     885.55  (feet)  COMP
 LF0685  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 LF0685
 LF0685  VERT ORDER  -  SECOND    CLASS 0
 LF0685
 LF0685.The horizontal coordinates were scaled from a topographic map and have
 LF0685.an estimated accuracy of +/- 6 seconds.
 LF0685
 LF0685.The orthometric height was determined by differential leveling
 LF0685.and adjusted by the National Geodetic Survey in June 1991..
 LF0685
 LF0685.The geoid height was determined by GEOID03.
 LF0685
 LF0685.The dynamic height is computed by dividing the NAVD 88
 LF0685.geopotential number by the normal gravity value computed on the
 LF0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0685.degrees latitude (g = 980.6199 gals.).
 LF0685
 LF0685.The modeled gravity was interpolated from observed gravity values.
 LF0685
 LF0685;                    North         East    Units  Estimated Accuracy
 LF0685;SPC MO W     -   463,630.      755,170.      MT  (+/- 180 meters Scaled)
 LF0685
 LF0685                          SUPERSEDED SURVEY CONTROL
 LF0685
 LF0685  NGVD 29 (??/??/92)  269.974  (m)          885.74   (f) ADJ UNCH    2 0
 LF0685
 LF0685.Superseded values are not recommended for survey control.
 LF0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0685.See file dsdata.txt to determine how the superseded data were derived.
 LF0685
 LF0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE777685(NAD 83)
 LF0685_MARKER: DB = BENCH MARK DISK
 LF0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0685_STAMPING: J 208 1948
 LF0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0685+STABILITY: SURFACE MOTION
 LF0685
 LF0685  HISTORY     - Date     Condition        Report By
 LF0685  HISTORY     - 1948     MONUMENTED       CGS
 LF0685  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF0685
 LF0685                          STATION DESCRIPTION
 LF0685
 LF0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0685'3.1 MI SW FROM LANGDON.
 LF0685'0.3 MILE SOUTH ALONG A PAVED ROAD FROM THE STATION AT LANGDON,
 LF0685'THENCE 1.4 MILES WEST ALONG A PAVED ROAD, THENCE 0.8 MILE SOUTH
 LF0685'ALONG A PAVED ROAD, THENCE 0.4 MILE WEST ALONG A PAVED ROAD, THENCE
 LF0685'0.5 MILE SOUTHWEST ALONG A DIKE ROAD, THENCE 0.1 MILE EAST ALONG
 LF0685'A DIRT ROAD, AT AN OLD FARMHOUSE SITE, 41.0 FEET NORTH OF THE
 LF0685'CENTER LINE OF THE EAST-WEST ROAD, 15.9 FEET NORTH OF A 36-INCH
 LF0685'COTTONWOOD TREE WHICH IS USED AS A CORNER FENCE POST, 1.5 FEET
 LF0685'EAST OF A FENCE, 1.6 FEET SOUTH OF A REFERENCE POST, SET IN THE
 LF0685'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LF0685'NOTE-- THIS MARK WAS NOT RECOVERED AS A NEW LEVEE HAS BEEN BUILT
 LF0685'AND THE AREA HAS RAVAGED BY THE 1952 FLOOD.
 LF0685
 LF0685                          STATION RECOVERY (1961)
 LF0685
 LF0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1462 ***********************************************************************
 JD1462  DESIGNATION -  J 21
 JD1462  PID         -  JD1462
 JD1462  STATE/COUNTY-  MO/HENRY
 JD1462  USGS QUAD   -  CALHOUN WEST (1981)
 JD1462
 JD1462                         *CURRENT SURVEY CONTROL
 JD1462  ___________________________________________________________________
 JD1462* NAD 83(1986)-  38 27 33.     (N)    093 38 54.     (W)     SCALED    
 JD1462* NAVD 88     -       238.007  (meters)     780.86   (feet)  ADJUSTED  
 JD1462  ___________________________________________________________________
 JD1462  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JD1462  DYNAMIC HT  -         237.844 (meters)     780.33  (feet)  COMP
 JD1462  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 JD1462
 JD1462  VERT ORDER  -  SECOND    CLASS 0
 JD1462
 JD1462.The horizontal coordinates were scaled from a topographic map and have
 JD1462.an estimated accuracy of +/- 6 seconds.
 JD1462
 JD1462.The orthometric height was determined by differential leveling
 JD1462.and adjusted by the National Geodetic Survey in June 1991..
 JD1462
 JD1462.The geoid height was determined by GEOID03.
 JD1462
 JD1462.The dynamic height is computed by dividing the NAVD 88
 JD1462.geopotential number by the normal gravity value computed on the
 JD1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1462.degrees latitude (g = 980.6199 gals.).
 JD1462
 JD1462.The modeled gravity was interpolated from observed gravity values.
 JD1462
 JD1462;                    North         East    Units  Estimated Accuracy
 JD1462;SPC MO W     -   254,760.      924,330.      MT  (+/- 180 meters Scaled)
 JD1462
 JD1462                          SUPERSEDED SURVEY CONTROL
 JD1462
 JD1462  NGVD 29 (??/??/92)  237.895  (m)          780.49   (f) ADJ UNCH    2 0
 JD1462
 JD1462.Superseded values are not recommended for survey control.
 JD1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1462.See file dsdata.txt to determine how the superseded data were derived.
 JD1462
 JD1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC434569(NAD 83)
 JD1462_MARKER: DB = BENCH MARK DISK
 JD1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1462_STAMPING: J 21 1934
 JD1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1462+STABILITY: SURFACE MOTION
 JD1462
 JD1462  HISTORY     - Date     Condition        Report By
 JD1462  HISTORY     - 1934     MONUMENTED       CGS
 JD1462  HISTORY     - 1962     GOOD             NGS
 JD1462
 JD1462                          STATION DESCRIPTION
 JD1462
 JD1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1462'1.2 MI SW FROM CALHOUN.
 JD1462'ABOUT 1.25 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1462'RAILROAD FROM THE STATION AT CALHOUN, 11 1/2 TELEPHONE POLES
 JD1462'NORTHEAST OF MILEPOST 257, 48 FEET EAST OF THE CENTER OF A
 JD1462'ROAD CROSSING, 41 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 41 1/2
 JD1462'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 52, 38 FEET
 JD1462'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 1.0 FOOT
 JD1462'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE
 JD1462'LEVEL OF THE HIGHWAY AND 1 1/2 FEET BELOW THE LEVEL OF THE RAIL,
 JD1462'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0374 ***********************************************************************
 LF0374  DESIGNATION -  J 210
 LF0374  PID         -  LF0374
 LF0374  STATE/COUNTY-  MO/HOLT
 LF0374  USGS QUAD   -  CRAIG (1981)
 LF0374
 LF0374                         *CURRENT SURVEY CONTROL
 LF0374  ___________________________________________________________________
 LF0374* NAD 83(1986)-  40 10 57.     (N)    095 21 43.     (W)     SCALED    
 LF0374* NAVD 88     -       263.860  (meters)     865.68   (feet)  ADJUSTED  
 LF0374  ___________________________________________________________________
 LF0374  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LF0374  DYNAMIC HT  -         263.717 (meters)     865.21  (feet)  COMP
 LF0374  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 LF0374
 LF0374  VERT ORDER  -  FIRST     CLASS II
 LF0374
 LF0374.The horizontal coordinates were scaled from a topographic map and have
 LF0374.an estimated accuracy of +/- 6 seconds.
 LF0374
 LF0374.The orthometric height was determined by differential leveling
 LF0374.and adjusted by the National Geodetic Survey in June 1991..
 LF0374
 LF0374.The geoid height was determined by GEOID03.
 LF0374
 LF0374.The dynamic height is computed by dividing the NAVD 88
 LF0374.geopotential number by the normal gravity value computed on the
 LF0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0374.degrees latitude (g = 980.6199 gals.).
 LF0374
 LF0374.The modeled gravity was interpolated from observed gravity values.
 LF0374
 LF0374;                    North         East    Units  Estimated Accuracy
 LF0374;SPC MO W     -   446,090.      776,600.      MT  (+/- 180 meters Scaled)
 LF0374
 LF0374                          SUPERSEDED SURVEY CONTROL
 LF0374
 LF0374  NGVD 29 (??/??/92)  263.783  (m)          865.43   (f) ADJ UNCH    1 2
 LF0374
 LF0374.Superseded values are not recommended for survey control.
 LF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0374.See file dsdata.txt to determine how the superseded data were derived.
 LF0374
 LF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE989506(NAD 83)
 LF0374_MARKER: DB = BENCH MARK DISK
 LF0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0374_STAMPING: J 210 1948
 LF0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0374+STABILITY: SURFACE MOTION
 LF0374
 LF0374  HISTORY     - Date     Condition        Report By
 LF0374  HISTORY     - 1948     MONUMENTED       CGS
 LF0374  HISTORY     - 1959     GOOD             NGS
 LF0374
 LF0374                          STATION DESCRIPTION
 LF0374
 LF0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0374'1 MI SE FROM CRAIG.
 LF0374'1.0 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0374'RAILROAD FROM THE STATION AT CRAIG, AT A PUBLIC ROAD CROSSING,
 LF0374'68.7 FEET NORTH OF A CROSSING SIGN POST, 46.6 FEET NORTHEAST
 LF0374'OF THE NORTHEAST RAIL OF THE TRACK, 45.0 FEET WEST OF THE CENTER
 LF0374'LINE OF A NORTH-SOUTH ROAD, 17.0 FEET NORTHEAST OF THE FIRST
 LF0374'TELEPHONE POLE NORTHWEST OF THE CROSSING, 1.6 FEET SOUTHWEST
 LF0374'OF THE NORTHEAST RIGHT-OF-WAY FENCE, 1.2 FEET SOUTHEAST OF A
 LF0374'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0374'0.3 FOOT ABOVE THE GROUND.
 LF0374
 LF0374                          STATION RECOVERY (1959)
 LF0374
 LF0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1004 ***********************************************************************
 LF1004  DESIGNATION -  J 211
 LF1004  PID         -  LF1004
 LF1004  STATE/COUNTY-  MO/ATCHISON
 LF1004  USGS QUAD   -  HAMBURG (1984)
 LF1004
 LF1004                         *CURRENT SURVEY CONTROL
 LF1004  ___________________________________________________________________
 LF1004* NAD 83(1986)-  40 33 03.     (N)    095 42 58.     (W)     SCALED    
 LF1004* NAVD 88     -       276.091  (meters)     905.81   (feet)  ADJUSTED  
 LF1004  ___________________________________________________________________
 LF1004  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LF1004  DYNAMIC HT  -         275.945 (meters)     905.33  (feet)  COMP
 LF1004  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 LF1004
 LF1004  VERT ORDER  -  SECOND    CLASS 0
 LF1004
 LF1004.The horizontal coordinates were scaled from a topographic map and have
 LF1004.an estimated accuracy of +/- 6 seconds.
 LF1004
 LF1004.The orthometric height was determined by differential leveling
 LF1004.and adjusted by the National Geodetic Survey in June 1991..
 LF1004
 LF1004.The geoid height was determined by GEOID03.
 LF1004
 LF1004.The dynamic height is computed by dividing the NAVD 88
 LF1004.geopotential number by the normal gravity value computed on the
 LF1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1004.degrees latitude (g = 980.6199 gals.).
 LF1004
 LF1004.The modeled gravity was interpolated from observed gravity values.
 LF1004
 LF1004;                    North         East    Units  Estimated Accuracy
 LF1004;SPC MO W     -   487,340.      747,000.      MT  (+/- 180 meters Scaled)
 LF1004
 LF1004                          SUPERSEDED SURVEY CONTROL
 LF1004
 LF1004  NGVD 29 (??/??/92)  275.993  (m)          905.49   (f) ADJ UNCH    2 0
 LF1004
 LF1004.Superseded values are not recommended for survey control.
 LF1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1004.See file dsdata.txt to determine how the superseded data were derived.
 LF1004
 LF1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE700924(NAD 83)
 LF1004_MARKER: DB = BENCH MARK DISK
 LF1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1004_STAMPING: J 211 1948
 LF1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1004+STABILITY: SURFACE MOTION
 LF1004
 LF1004  HISTORY     - Date     Condition        Report By
 LF1004  HISTORY     - 1948     MONUMENTED       CGS
 LF1004  HISTORY     - 1961     GOOD             NGS
 LF1004
 LF1004                          STATION DESCRIPTION
 LF1004
 LF1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1004'6 MI S FROM HAMBURG.
 LF1004'1.6 MILES SOUTH ALONG A DIRT ROAD FROM THE RAILROAD STATION
 LF1004'AT HAMBURG, THENCE 3.0 MILES WEST ALONG A DIRT ROAD, THENCE
 LF1004'1.4 MILES SOUTH ALONG A DIRT ROAD, ABOUT 0.15 MILE SOUTH OF A
 LF1004'FARMHOUSE ON THE WEST SIDE OF THE ROAD, JUST NORTH OF A POINT
 LF1004'WHERE THE NORTH-SOUTH ROAD MAKES A TURN TO THE EAST, 284.0 NORTH
 LF1004'OF THE CENTER LINE OF THE ROAD LEADING EAST, 21.0 FEET EAST
 LF1004'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, AT A POINT WHERE
 LF1004'THE NORTH-SOUTH FENCE MAKES A TURN TO THE SOUTHEAST, 0.7 FOOT
 LF1004'NORTHEAST OF A CORNER FENCE POST, 0.8 FOOT SOUTH OF A 4 X 4
 LF1004'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF1004'0.5 FOOT ABOVE THE GROUND.  NOTE-- THE FENCE AND CORNER POST
 LF1004'AND THE WITNESS POST ARE GONE.
 LF1004
 LF1004                          STATION RECOVERY (1961)
 LF1004
 LF1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0322 ***********************************************************************
 LF0322  DESIGNATION -  J 212
 LF0322  PID         -  LF0322
 LF0322  STATE/COUNTY-  MO/HOLT
 LF0322  USGS QUAD   -  MOUND CITY (1981)
 LF0322
 LF0322                         *CURRENT SURVEY CONTROL
 LF0322  ___________________________________________________________________
 LF0322* NAD 83(1986)-  40 07 51.     (N)    095 13 51.     (W)     SCALED    
 LF0322* NAVD 88     -       271.117  (meters)     889.49   (feet)  ADJUSTED  
 LF0322  ___________________________________________________________________
 LF0322  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LF0322  DYNAMIC HT  -         270.969 (meters)     889.00  (feet)  COMP
 LF0322  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 LF0322
 LF0322  VERT ORDER  -  FIRST     CLASS II
 LF0322
 LF0322.The horizontal coordinates were scaled from a topographic map and have
 LF0322.an estimated accuracy of +/- 6 seconds.
 LF0322
 LF0322.The orthometric height was determined by differential leveling
 LF0322.and adjusted by the National Geodetic Survey in June 1991..
 LF0322
 LF0322.The geoid height was determined by GEOID03.
 LF0322
 LF0322.The dynamic height is computed by dividing the NAVD 88
 LF0322.geopotential number by the normal gravity value computed on the
 LF0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0322.degrees latitude (g = 980.6199 gals.).
 LF0322
 LF0322.The modeled gravity was interpolated from observed gravity values.
 LF0322
 LF0322;                    North         East    Units  Estimated Accuracy
 LF0322;SPC MO W     -   440,250.      787,710.      MT  (+/- 180 meters Scaled)
 LF0322
 LF0322                          SUPERSEDED SURVEY CONTROL
 LF0322
 LF0322  NGVD 29 (??/??/92)  271.045  (m)          889.25   (f) ADJ UNCH    1 2
 LF0322
 LF0322.Superseded values are not recommended for survey control.
 LF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0322.See file dsdata.txt to determine how the superseded data were derived.
 LF0322
 LF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE099446(NAD 83)
 LF0322_MARKER: DB = BENCH MARK DISK
 LF0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0322_SP_SET: BUILDING
 LF0322_STAMPING: J 212 1948
 LF0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0322
 LF0322  HISTORY     - Date     Condition        Report By
 LF0322  HISTORY     - 1948     MONUMENTED       CGS
 LF0322  HISTORY     - 20051125 MARK NOT FOUND   GEOCAC
 LF0322
 LF0322                          STATION DESCRIPTION
 LF0322
 LF0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0322'AT MOUND CITY.
 LF0322'AT MOUND CITY, ON THE SOUTH SIDE OF FIFTH STREET AND ABOUT
 LF0322'MIDWAY BETWEEN SAVANNAH AND STATE STREETS, SET IN THE NORTH
 LF0322'FACE AT THE NORTHEAST CORNER OF A BUILDING OWNED BY A MR.
 LF0322'IDECKER AND OCCUPIED BY THE BUCHER TRUCK AND TRACTOR COMPANY
 LF0322'(INTERNATIONAL-HARVESTER DEALER), 3.2 FEET ABOVE THE SIDEWALK
 LF0322'ALONG THE SOUTH SIDE OF FIFTH STREET, 1.1 FEET WEST OF THE
 LF0322'NORTHEAST CORNER.
 LF0322
 LF0322                          STATION RECOVERY (2005)
 LF0322
 LF0322'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LF0322'THE BUILDINGS TO EITHER SIDE OF AN ALLEY AT MID-BLOCK HAVE BEEN RAZED.
 LF0322' 
 LF0322' 
 LF0322' 
 LF0322' 
 LF0322' 
 LF0322' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0395 ***********************************************************************
 KD0395  DESIGNATION -  J 213
 KD0395  PID         -  KD0395
 KD0395  STATE/COUNTY-  MO/SALINE
 KD0395  USGS QUAD   -  MIAMI STATION (1978)
 KD0395
 KD0395                         *CURRENT SURVEY CONTROL
 KD0395  ___________________________________________________________________
 KD0395* NAD 83(1986)-  39 17 11.     (N)    093 15 56.     (W)     SCALED    
 KD0395* NAVD 88     -       200.733  (meters)     658.57   (feet)  POSTED    
 KD0395  ___________________________________________________________________
 KD0395  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0395  DYNAMIC HT  -         200.610 (meters)     658.17  (feet)  COMP
 KD0395  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 KD0395
 KD0395  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0395
 KD0395.The horizontal coordinates were scaled from a topographic map and have
 KD0395.an estimated accuracy of +/- 6 seconds.
 KD0395
 KD0395.The orthometric height was determined by differential leveling
 KD0395.and adjusted by the National Geodetic Survey in 1992..
 KD0395.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0395.rate of 2.1 thru 3.0 mm/km.
 KD0395
 KD0395.The geoid height was determined by GEOID03.
 KD0395
 KD0395.The dynamic height is computed by dividing the NAVD 88
 KD0395.geopotential number by the normal gravity value computed on the
 KD0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0395.degrees latitude (g = 980.6199 gals.).
 KD0395
 KD0395.The modeled gravity was interpolated from observed gravity values.
 KD0395
 KD0395;                    North         East    Units  Estimated Accuracy
 KD0395;SPC MO C     -   383,500.      433,960.      MT  (+/- 180 meters Scaled)
 KD0395
 KD0395                          SUPERSEDED SURVEY CONTROL
 KD0395
 KD0395  NGVD 29 (??/??/92)  200.698  (m)          658.46   (f) ADJ UNCH    1 2
 KD0395
 KD0395.Superseded values are not recommended for survey control.
 KD0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0395.See file dsdata.txt to determine how the superseded data were derived.
 KD0395
 KD0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD770485(NAD 83)
 KD0395_MARKER: DB = BENCH MARK DISK
 KD0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0395_STAMPING: J 213 1948
 KD0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0395+STABILITY: SURFACE MOTION
 KD0395
 KD0395  HISTORY     - Date     Condition        Report By
 KD0395  HISTORY     - 1948     MONUMENTED       CGS
 KD0395
 KD0395                          STATION DESCRIPTION
 KD0395
 KD0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0395'5.2 MI SW FROM MIAMI.
 KD0395'1.0 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0395'MIAMI TOLL BRIDGE AT MIAMI, THENCE 0.4 MILE WEST, 0.5 MILE SOUTH,
 KD0395'0.2 MILE WEST, 0.2 MILE SOUTH, 0.3 MILE WEST AND 0.7 MILE SOUTH
 KD0395'ALONG A DIRT ROAD, THENCE 0.9 MILE NORTHWEST ALONG THE COON HOLLOW
 KD0395'ROAD, THENCE 1.0 MILE SOUTHWEST ALONG A ROAD FOLLOWING THE BLUFF,
 KD0395'AT THE VAN METER SCHOOL, 80.0 FEET NORTHEAST OF THE NORTHEAST
 KD0395'CORNER OF THE SCHOOL BUILDING, 90.0 FEET SOUTHEAST OF THE CENTER
 KD0395'LINE OF THE ROAD, 37.0 FEET WEST OF THE FOOT OF THE BLUFF, 59.0
 KD0395'FEET SOUTH OF A 24-INCH ELM TREE, 11.8 FEET NORTH OF A 24-INCH ELM
 KD0395'TREE, 2.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 KD0395'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0348 ***********************************************************************
 KD0348  DESIGNATION -  J 214
 KD0348  PID         -  KD0348
 KD0348  STATE/COUNTY-  MO/SALINE
 KD0348  USGS QUAD   -  NEW FRANKFORT (1979)
 KD0348
 KD0348                         *CURRENT SURVEY CONTROL
 KD0348  ___________________________________________________________________
 KD0348* NAD 83(1986)-  39 17 28.     (N)    093 00 23.     (W)     SCALED    
 KD0348* NAVD 88     -       213.042  (meters)     698.96   (feet)  ADJUSTED  
 KD0348  ___________________________________________________________________
 KD0348  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KD0348  DYNAMIC HT  -         212.914 (meters)     698.54  (feet)  COMP
 KD0348  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 KD0348
 KD0348  VERT ORDER  -  FIRST     CLASS II
 KD0348
 KD0348.The horizontal coordinates were scaled from a topographic map and have
 KD0348.an estimated accuracy of +/- 6 seconds.
 KD0348
 KD0348.The orthometric height was determined by differential leveling
 KD0348.and adjusted by the National Geodetic Survey in June 1991..
 KD0348
 KD0348.The geoid height was determined by GEOID03.
 KD0348
 KD0348.The dynamic height is computed by dividing the NAVD 88
 KD0348.geopotential number by the normal gravity value computed on the
 KD0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0348.degrees latitude (g = 980.6199 gals.).
 KD0348
 KD0348.The modeled gravity was interpolated from observed gravity values.
 KD0348
 KD0348;                    North         East    Units  Estimated Accuracy
 KD0348;SPC MO C     -   383,870.      456,320.      MT  (+/- 180 meters Scaled)
 KD0348
 KD0348                          SUPERSEDED SURVEY CONTROL
 KD0348
 KD0348  NGVD 29 (??/??/92)  213.017  (m)          698.87   (f) ADJ UNCH    1 2
 KD0348
 KD0348.Superseded values are not recommended for survey control.
 KD0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0348.See file dsdata.txt to determine how the superseded data were derived.
 KD0348
 KD0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD994490(NAD 83)
 KD0348_MARKER: DB = BENCH MARK DISK
 KD0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0348_STAMPING: J 214 1948
 KD0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0348+STABILITY: SURFACE MOTION
 KD0348
 KD0348  HISTORY     - Date     Condition        Report By
 KD0348  HISTORY     - 1948     MONUMENTED       CGS
 KD0348
 KD0348                          STATION DESCRIPTION
 KD0348
 KD0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0348'0.8 MI S FROM NEW FRANKFORT.
 KD0348'0.85 MILE SOUTH ALONG COUNTY ROAD M FROM THE EVANGELICAL CHURCH
 KD0348'AT NEW FRANKFORT, AT THE FARM HOME OF GEORGE S. FIZER, SET
 KD0348'BETWEEN TWO 24-INCH MAPLE TREES WHICH ARE 23.0 FEET APART, 46.0
 KD0348'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 27.0
 KD0348'FEET WEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT EAST OF THE
 KD0348'YARD FENCE, 2.4 FEET NORTH OF A 4 X 4 REFERENCE POST, SET IN
 KD0348'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 KD0348'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0470 ***********************************************************************
 KE0470  DESIGNATION -  J 216
 KE0470  PID         -  KE0470
 KE0470  STATE/COUNTY-  MO/BUCHANAN
 KE0470  USGS QUAD   -  ATCHISON EAST (1984)
 KE0470
 KE0470                         *CURRENT SURVEY CONTROL
 KE0470  ___________________________________________________________________
 KE0470* NAD 83(1986)-  39 34 52.     (N)    095 02 45.     (W)     SCALED    
 KE0470* NAVD 88     -       241.157  (meters)     791.20   (feet)  ADJUSTED  
 KE0470  ___________________________________________________________________
 KE0470  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KE0470  DYNAMIC HT  -         241.013 (meters)     790.72  (feet)  COMP
 KE0470  MODELED GRAV-     980,024.0   (mgal)                       NAVD 88
 KE0470
 KE0470  VERT ORDER  -  FIRST     CLASS II
 KE0470
 KE0470.The horizontal coordinates were scaled from a topographic map and have
 KE0470.an estimated accuracy of +/- 6 seconds.
 KE0470
 KE0470.The orthometric height was determined by differential leveling
 KE0470.and adjusted by the National Geodetic Survey in June 1991..
 KE0470
 KE0470.The geoid height was determined by GEOID03.
 KE0470
 KE0470.The dynamic height is computed by dividing the NAVD 88
 KE0470.geopotential number by the normal gravity value computed on the
 KE0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0470.degrees latitude (g = 980.6199 gals.).
 KE0470
 KE0470.The modeled gravity was interpolated from observed gravity values.
 KE0470
 KE0470;                    North         East    Units  Estimated Accuracy
 KE0470;SPC MO W     -   379,100.      803,110.      MT  (+/- 180 meters Scaled)
 KE0470
 KE0470                          SUPERSEDED SURVEY CONTROL
 KE0470
 KE0470  NGVD 29 (??/??/92)  241.055  (m)          790.86   (f) ADJ UNCH    1 2
 KE0470
 KE0470.Superseded values are not recommended for survey control.
 KE0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0470.See file dsdata.txt to determine how the superseded data were derived.
 KE0470
 KE0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD242832(NAD 83)
 KE0470_MARKER: DB = BENCH MARK DISK
 KE0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0470_STAMPING: J 216 1948
 KE0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0470+STABILITY: SURFACE MOTION
 KE0470
 KE0470  HISTORY     - Date     Condition        Report By
 KE0470  HISTORY     - 1948     MONUMENTED       CGS
 KE0470  HISTORY     - 1958     GOOD             NGS
 KE0470
 KE0470                          STATION DESCRIPTION
 KE0470
 KE0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0470'0.7 MI SW FROM RUSHVILLE.
 KE0470'0.7 MILE SOUTHWEST ALONG THE ROCK ISLAND RAILROAD FROM THE
 KE0470'DAVIES TOWER AT RUSHVILLE, 56.4 FEET WEST OF THE WEST CORNER OF
 KE0470'THE HARRY W. MC QUEEN FARM RESIDENCE, 131.0 FEET EAST OF THE
 KE0470'INTERSECTION OF THE CENTER LINES OF THE TRACK AND A ROAD CROSSING,
 KE0470'97.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 51.0
 KE0470'FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 10.0 FEET
 KE0470'SOUTHWEST OF A PRIVATE DRIVE, 0.8 FOOT NORTHEAST OF THE NORTH
 KE0470'CORNER OF A GARAGE, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 KE0470'WITH THE GROUND.
 KE0470
 KE0470                          STATION RECOVERY (1958)
 KE0470
 KE0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0584 ***********************************************************************
 KD0584  DESIGNATION -  J 217
 KD0584  PID         -  KD0584
 KD0584  STATE/COUNTY-  MO/LAFAYETTE
 KD0584  USGS QUAD   -  DOVER (1978)
 KD0584
 KD0584                         *CURRENT SURVEY CONTROL
 KD0584  ___________________________________________________________________
 KD0584* NAD 83(1986)-  39 12 29.     (N)    093 41 58.     (W)     SCALED    
 KD0584* NAVD 88     -       208.838  (meters)     685.16   (feet)  ADJUSTED  
 KD0584  ___________________________________________________________________
 KD0584  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0584  DYNAMIC HT  -         208.708 (meters)     684.74  (feet)  COMP
 KD0584  MODELED GRAV-     980,000.7   (mgal)                       NAVD 88
 KD0584
 KD0584  VERT ORDER  -  FIRST     CLASS II
 KD0584
 KD0584.The horizontal coordinates were scaled from a topographic map and have
 KD0584.an estimated accuracy of +/- 6 seconds.
 KD0584
 KD0584.The orthometric height was determined by differential leveling
 KD0584.and adjusted by the National Geodetic Survey in June 1991..
 KD0584
 KD0584.The geoid height was determined by GEOID03.
 KD0584
 KD0584.The dynamic height is computed by dividing the NAVD 88
 KD0584.geopotential number by the normal gravity value computed on the
 KD0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0584.degrees latitude (g = 980.6199 gals.).
 KD0584
 KD0584.The modeled gravity was interpolated from observed gravity values.
 KD0584
 KD0584;                    North         East    Units  Estimated Accuracy
 KD0584;SPC MO W     -   337,850.      919,140.      MT  (+/- 180 meters Scaled)
 KD0584
 KD0584                          SUPERSEDED SURVEY CONTROL
 KD0584
 KD0584  NGVD 29 (??/??/92)  208.731  (m)          684.81   (f) ADJ UNCH    1 2
 KD0584
 KD0584.Superseded values are not recommended for survey control.
 KD0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0584.See file dsdata.txt to determine how the superseded data were derived.
 KD0584
 KD0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD396400(NAD 83)
 KD0584_MARKER: DB = BENCH MARK DISK
 KD0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0584_STAMPING: J 217 1948
 KD0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0584+STABILITY: SURFACE MOTION
 KD0584
 KD0584  HISTORY     - Date     Condition        Report By
 KD0584  HISTORY     - 1948     MONUMENTED       CGS
 KD0584  HISTORY     - 1962     GOOD             NGS
 KD0584  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0584
 KD0584                          STATION DESCRIPTION
 KD0584
 KD0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0584'10.8 MI W FROM WAVERLY.
 KD0584'10.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0584'SOUTH END OF U.S. HIGHWAY 65 BRIDGE OVER THE MISSOURI RIVER,
 KD0584'6 POLES WEST ACROSS THE TRACK FROM MILEPOST NO. 235 NEAR A ROAD
 KD0584'CROSSING, 238 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 27.5 FEET
 KD0584'SOUTHWEST OF THE WEST CORNER OF A SMALL CABIN, 22 FEET NORTHEAST
 KD0584'OF THE CENTERLINE OF THE ROAD, 1.3 FEET NORTHWEST OF A WITNESS
 KD0584'POST, ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A
 KD0584'CONCRETE POST PROJECTING 0.4 FOOT.
 KD0584
 KD0584                          STATION RECOVERY (1986)
 KD0584
 KD0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0070 ***********************************************************************
 KE0070  DESIGNATION -  J 218
 KE0070  PID         -  KE0070
 KE0070  STATE/COUNTY-  MO/JACKSON
 KE0070  USGS QUAD   -  BUCKNER (1990)
 KE0070
 KE0070                         *CURRENT SURVEY CONTROL
 KE0070  ___________________________________________________________________
 KE0070* NAD 83(1986)-  39 11 30.     (N)    094 12 15.     (W)     SCALED    
 KE0070* NAVD 88     -       232.846  (meters)     763.93   (feet)  ADJUSTED  
 KE0070  ___________________________________________________________________
 KE0070  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KE0070  DYNAMIC HT  -         232.700 (meters)     763.45  (feet)  COMP
 KE0070  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 KE0070
 KE0070  VERT ORDER  -  FIRST     CLASS II
 KE0070
 KE0070.The horizontal coordinates were scaled from a topographic map and have
 KE0070.an estimated accuracy of +/- 6 seconds.
 KE0070
 KE0070.The orthometric height was determined by differential leveling
 KE0070.and adjusted by the National Geodetic Survey in June 1991..
 KE0070
 KE0070.The geoid height was determined by GEOID03.
 KE0070
 KE0070.The dynamic height is computed by dividing the NAVD 88
 KE0070.geopotential number by the normal gravity value computed on the
 KE0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0070.degrees latitude (g = 980.6199 gals.).
 KE0070
 KE0070.The modeled gravity was interpolated from observed gravity values.
 KE0070
 KE0070;                    North         East    Units  Estimated Accuracy
 KE0070;SPC MO W     -   335,770.      875,560.      MT  (+/- 180 meters Scaled)
 KE0070
 KE0070                          SUPERSEDED SURVEY CONTROL
 KE0070
 KE0070  NGVD 29 (??/??/92)  232.763  (m)          763.66   (f) ADJ UNCH    1 2
 KE0070
 KE0070.Superseded values are not recommended for survey control.
 KE0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0070.See file dsdata.txt to determine how the superseded data were derived.
 KE0070
 KE0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD960387(NAD 83)
 KE0070_MARKER: DB = BENCH MARK DISK
 KE0070_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KE0070+WITH SETTING: PAVEMENT
 KE0070_SP_SET: PIER
 KE0070_STAMPING: J 218 1948
 KE0070_MARK LOGO: CGS   
 KE0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0070+STABILITY: SURFACE MOTION
 KE0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0070+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 KE0070
 KE0070  HISTORY     - Date     Condition        Report By
 KE0070  HISTORY     - 1948     MONUMENTED       CGS
 KE0070  HISTORY     - 1960     GOOD             NGS
 KE0070  HISTORY     - 1986     GOOD             NGS
 KE0070  HISTORY     - 20051008 GOOD             GEOCAC
 KE0070
 KE0070                          STATION DESCRIPTION
 KE0070
 KE0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0070'1 MI NW FROM SIBLEY.
 KE0070'1.0 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0070'FROM THE STATION AT SIBLEY, SET IN THE EAST CORNER OF THE CONCRETE
 KE0070'BASE OF THE MOST SOUTHEASTERLY STEEL PIER NORTHEAST OF THE
 KE0070'SOUTHWEST ABUTMENT OF RAILROAD BRIDGE NO. 427 D, 15 1/2 RAILS
 KE0070'NORTHWEST OF SIGNAL TOWER NO. 4272 AT THE NORTHWEST END OF THE
 KE0070'SIBLEY SIDING, 15.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KE0070'MOST SOUTHWESTERLY TRACK, 14.0 FEET SOUTHEAST OF THE CENTER LINE
 KE0070'OF THE BRIDGE, 0.3 FOOT EAST OF THE EAST CORNER OF THE IRON PLATE,
 KE0070'ABOUT LEVEL WITH THE RAILS.  NOTE-- BRIDGE 427 D IS A DIRT ROAD
 KE0070'OVERPASS.
 KE0070
 KE0070                          STATION RECOVERY (1960)
 KE0070
 KE0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0070'RECOVERED IN GOOD CONDITION.
 KE0070
 KE0070                          STATION RECOVERY (1986)
 KE0070
 KE0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0070'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.0 KM (10.55
 KE0070'MI) EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH STATE
 KE0070'HIGHWAY 291 IN INDEPENDENCE, THENCE 2.8 KM (1.75 MI) NORTHERLY ALONG
 KE0070'STATE HIGHWAY BB, THENCE 1.2 KM (0.75 MI) NORTH ALONG A PAVED ROAD,
 KE0070'THENCE 0.6 KM (0.35 MI) EASTERLY ALONG A PAVED ROAD, THENCE 1.0 KM
 KE0070'(0.6 MI) NORTHWEST ALONG THE SANTA FE RAILROAD.
 KE0070
 KE0070                          STATION RECOVERY (2005)
 KE0070
 KE0070'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0070'FROM US HWY 24 IN BUCKNER 4.6 KM NORTHERLY ALONG N BUCKNER TARSNEY RD,
 KE0070'0.1 KM WESTERLY ALONG CHICAGO ST, 1.5 KM NORTHERLY ALONG SANTA FE ST,
 KE0070'THEN 0.8 KM WESTERLY ALONG E ATHERTON SIBLEY RD TO THE END OF THE
 KE0070'ROAD.
 KE0070'THE STATION IS 4.7 M SOUTHWEST OF THE SOUTHWEST RAIL OF THE MOST
 KE0070'SOUTHWESTERLY TRACK, AND 4.3 M OF THE PROJECTED CENTERLINE OF THE
 KE0070'ATHERTON SIBLEY RD BRIDGE. NOTE - THE BRIDGE HAS BEEN REMOVED.
 KE0070' 
 KE0070'HANDHELD GPS COORDINATES (NAD83) N39 11 31.3 W94 12 16.0
 KE0070' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0080 ***********************************************************************
 KE0080  DESIGNATION -  J 219
 KE0080  PID         -  KE0080
 KE0080  STATE/COUNTY-  MO/JACKSON
 KE0080  USGS QUAD   -  MISSOURI CITY (1990)
 KE0080
 KE0080                         *CURRENT SURVEY CONTROL
 KE0080  ___________________________________________________________________
 KE0080* NAD 83(1986)-  39 11 52.     (N)    094 16 16.     (W)     SCALED    
 KE0080* NAVD 88     -       218.904  (meters)     718.19   (feet)  ADJUSTED  
 KE0080  ___________________________________________________________________
 KE0080  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0080  DYNAMIC HT  -         218.766 (meters)     717.73  (feet)  COMP
 KE0080  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 KE0080
 KE0080  VERT ORDER  -  FIRST     CLASS II
 KE0080
 KE0080.The horizontal coordinates were scaled from a topographic map and have
 KE0080.an estimated accuracy of +/- 6 seconds.
 KE0080
 KE0080.The orthometric height was determined by differential leveling
 KE0080.and adjusted by the National Geodetic Survey in June 1991..
 KE0080
 KE0080.The geoid height was determined by GEOID03.
 KE0080
 KE0080.The dynamic height is computed by dividing the NAVD 88
 KE0080.geopotential number by the normal gravity value computed on the
 KE0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0080.degrees latitude (g = 980.6199 gals.).
 KE0080
 KE0080.The modeled gravity was interpolated from observed gravity values.
 KE0080
 KE0080;                    North         East    Units  Estimated Accuracy
 KE0080;SPC MO W     -   336,430.      869,770.      MT  (+/- 180 meters Scaled)
 KE0080
 KE0080                          SUPERSEDED SURVEY CONTROL
 KE0080
 KE0080  NGVD 29 (??/??/92)  218.823  (m)          717.92   (f) ADJ UNCH    1 2
 KE0080
 KE0080.Superseded values are not recommended for survey control.
 KE0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0080.See file dsdata.txt to determine how the superseded data were derived.
 KE0080
 KE0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD902394(NAD 83)
 KE0080_MARKER: DB = BENCH MARK DISK
 KE0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0080_STAMPING: J 219 1948
 KE0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0080+STABILITY: SURFACE MOTION
 KE0080
 KE0080  HISTORY     - Date     Condition        Report By
 KE0080  HISTORY     - 1948     MONUMENTED       CGS
 KE0080  HISTORY     - 1960     GOOD             NGS
 KE0080  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0080
 KE0080                          STATION DESCRIPTION
 KE0080
 KE0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0080'2 MI NE FROM ATHERTON.
 KE0080'2.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0080'RAILWAY FROM THE STATION AT ATHERTON, 0.3 MILE SOUTHWEST OF
 KE0080'BRIDGE NO. 431 B OVER LITTLE BLUE RIVER, AT A PUBLIC ROAD
 KE0080'CROSSING, 69.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 KE0080'MOST NORTHWESTERLY TRACK, 22.0 FEET NORTH OF THE CENTER LINE
 KE0080'OF THE EAST-WEST SECTION LINE ROAD, 1 1/2 POLES NORTHEAST OF
 KE0080'MILEPOST NO. 432, 13.7 FEET NORTHEAST OF POWER LINE POLE NO.
 KE0080'36/191, 1.0 FOOT SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE,
 KE0080'1.7 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 KE0080'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0080
 KE0080                          STATION RECOVERY (1960)
 KE0080
 KE0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0080'RECOVERED IN GOOD CONDITION.
 KE0080
 KE0080                          STATION RECOVERY (1986)
 KE0080
 KE0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0081 ***********************************************************************
 KE0081  DESIGNATION -  J 219 RESET
 KE0081  PID         -  KE0081
 KE0081  STATE/COUNTY-  MO/JACKSON
 KE0081  USGS QUAD   -  MISSOURI CITY (1990)
 KE0081
 KE0081                         *CURRENT SURVEY CONTROL
 KE0081  ___________________________________________________________________
 KE0081* NAD 83(1986)-  39 11 53.     (N)    094 16 16.     (W)     SCALED    
 KE0081* NAVD 88     -       218.71   (+/-2cm)     717.6    (feet)  VERTCON   
 KE0081  ___________________________________________________________________
 KE0081  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0081
 KE0081  VERT ORDER  -  THIRD (See Below)
 KE0081
 KE0081.The horizontal coordinates were scaled from a topographic map and have
 KE0081.an estimated accuracy of +/- 6 seconds.
 KE0081
 KE0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE0081.The vertical order pertains to the NGVD 29 superseded value.
 KE0081
 KE0081.The geoid height was determined by GEOID03.
 KE0081
 KE0081;                    North         East    Units  Estimated Accuracy
 KE0081;SPC MO W     -   336,460.      869,770.      MT  (+/- 180 meters Scaled)
 KE0081
 KE0081                          SUPERSEDED SURVEY CONTROL
 KE0081
 KE0081  NGVD 29 (02/22/06)  218.63   (m)          717.3    (f) RESET       3  
 KE0081
 KE0081.Superseded values are not recommended for survey control.
 KE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0081.See file dsdata.txt to determine how the superseded data were derived.
 KE0081
 KE0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD902395(NAD 83)
 KE0081_MARKER: DB = BENCH MARK DISK
 KE0081_SETTING: 0 = UNSPECIFIED SETTING
 KE0081_STAMPING: J 219 RESET 1976
 KE0081_MARK LOGO: CGS   
 KE0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0081+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 KE0081
 KE0081  HISTORY     - Date     Condition        Report By
 KE0081  HISTORY     - 1976     MONUMENTED       NGS
 KE0081  HISTORY     - 1986     GOOD             NGS
 KE0081  HISTORY     - 20051008 GOOD             GEOCAC
 KE0081
 KE0081                          STATION DESCRIPTION
 KE0081
 KE0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 KE0081'2 MI NE FROM ATHERSON.
 KE0081'TO REACH THE BENCH MARK FROM ATHERSON, GO NORTH ON A PAVED
 KE0081'ROAD FOR 0.4 MILE TO A T-ROAD, TURN RIGHT AND GO EAST, NORTH
 KE0081'AND EAST ON A PAVED ROAD FOR 2.3 MILES TO RAILROAD CROSSING
 KE0081'AND THE BENCH MARK ON THE LEFT, ABOUT 250 FEET NORTH OF THE
 KE0081'CENTER OF THE PAVED ROAD, ABOUT 72 FEET WEST OF THE NORTHWEST
 KE0081'RAIL OF THE MOST NORTHWESTERLY TRACK, 0.8 FOOT NORTHEAST OF A
 KE0081'METAL WITNESS POST AND 0.6 FOOT WEST OF A RIGHT-OF-WAY FENCE.
 KE0081'A 4-INCH CAST ALUMINUM BENCH MARK, STAMPED J 219 RESET 1976
 KE0081'AND SET FLUSH WITH THE GROUND SURFACE.
 KE0081
 KE0081                          STATION RECOVERY (1986)
 KE0081
 KE0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0081'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.5 KM (2.8 MI)
 KE0081'EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH STATE HIGHWAY
 KE0081'291 IN INDEPENDENCE, THENCE 2.7 KM (1.7 MI) NORTHEASTERLY ALONG BLUE
 KE0081'MILLS ROAD, THENCE 4.6 KM (2.85 MI) NORTHERLY ALONG ATHERTON ROAD,
 KE0081'THENCE 3.0 KM (1.85 MI) NORTHWEST ALONG THE SANTA FE RAILROAD.
 KE0081
 KE0081                          STATION RECOVERY (2005)
 KE0081
 KE0081'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0081'THE BENCHMARK IS ABOUT 42 M (137 FT) NE OF THE CENTER OF THE
 KE0081'INTERSECTION OF THE E ATHERTON SIBLEY RD AND THE BNSF RAILWAY, AND
 KE0081'ABOUT 32 M (105 FT) NORTH OF THE EAST GRADE CROSSING SIGNAL ON THE
 KE0081'NORTH SIDE OF E ATHERTON SIBLEY RD.
 KE0081'THE BENCHMARK IS ON THE SOUTH EDGE OF A CULTIVATED FIELD, AT THE TOP
 KE0081'OF THE BANK, 0.2 M NORTHEAST OF A METAL WITNESS POST AND PROJECTS 0.2
 KE0081'M ABOVE THE GROUND. THE BENCHMARK HAS A SLIGHT TILT AND MAY RECEIVE
 KE0081'IMPACTS FROM FARM MACHINERY.
 KE0081' 
 KE0081'HANDHELD GPS COORDINATES (NAD 83) N39 11 54.4 W94 16 14.8
 KE0081' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1535 ***********************************************************************
 JD1535  DESIGNATION -  J 22
 JD1535  PID         -  JD1535
 JD1535  STATE/COUNTY-  MO/ST CLAIR
 JD1535  USGS QUAD   -  OSCEOLA (1991)
 JD1535
 JD1535                         *CURRENT SURVEY CONTROL
 JD1535  ___________________________________________________________________
 JD1535* NAD 83(1986)-  38 00 28.     (N)    093 40 55.     (W)     SCALED    
 JD1535* NAVD 88     -       265.694  (meters)     871.70   (feet)  ADJUSTED  
 JD1535  ___________________________________________________________________
 JD1535  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JD1535  DYNAMIC HT  -         265.499 (meters)     871.06  (feet)  COMP
 JD1535  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 JD1535
 JD1535  VERT ORDER  -  SECOND    CLASS 0
 JD1535
 JD1535.The horizontal coordinates were scaled from a topographic map and have
 JD1535.an estimated accuracy of +/- 6 seconds.
 JD1535
 JD1535.The orthometric height was determined by differential leveling
 JD1535.and adjusted by the National Geodetic Survey in June 1991..
 JD1535
 JD1535.The geoid height was determined by GEOID03.
 JD1535
 JD1535.The dynamic height is computed by dividing the NAVD 88
 JD1535.geopotential number by the normal gravity value computed on the
 JD1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1535.degrees latitude (g = 980.6199 gals.).
 JD1535
 JD1535.The modeled gravity was interpolated from observed gravity values.
 JD1535
 JD1535;                    North         East    Units  Estimated Accuracy
 JD1535;SPC MO W     -   204,630.      921,840.      MT  (+/- 180 meters Scaled)
 JD1535
 JD1535                          SUPERSEDED SURVEY CONTROL
 JD1535
 JD1535  NGVD 29 (??/??/92)  265.584  (m)          871.34   (f) ADJ UNCH    2 0
 JD1535
 JD1535.Superseded values are not recommended for survey control.
 JD1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1535.See file dsdata.txt to determine how the superseded data were derived.
 JD1535
 JD1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC401068(NAD 83)
 JD1535_MARKER: DB = BENCH MARK DISK
 JD1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1535_STAMPING: J 22 1934
 JD1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1535+STABILITY: SURFACE MOTION
 JD1535
 JD1535  HISTORY     - Date     Condition        Report By
 JD1535  HISTORY     - 1934     MONUMENTED       CGS
 JD1535  HISTORY     - 1962     GOOD             NGS
 JD1535
 JD1535                          STATION DESCRIPTION
 JD1535
 JD1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1535'1.6 MI N FROM VISTA.
 JD1535'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE
 JD1535'AT VISTA, THENCE 0.1 MILE EAST ALONG COUNTY ROAD T TO THE
 JD1535'ST. LOUIS-SAN FRANCISCO RAILWAY, THENCE 1.4 MILES NORTH ALONG
 JD1535'THE ST. LOUIS-SAN FRANCISCO RAILWAY OR ABOUT 3.05 MILES SOUTH
 JD1535'ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT
 JD1535'OSCEOLA, 0.1 MILE WEST-SOUTHWEST OF A STONE HOUSE 103 FEET
 JD1535'SOUTHEAST OF THE MOST EASTERLY ONE OF TWO POWER POLES, 85 FEET
 JD1535'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO THE STONE
 JD1535'HOUSE, 44 FEET NORTHEAST OF THE NORTHEAST RAIL, 33 FEET NORTHWEST
 JD1535'OF A T-FENCE CORNER POST, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.4
 JD1535'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 6 1/2 FEET BELOW
 JD1535'THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 JD1535'PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0610 ***********************************************************************
 KD0610  DESIGNATION -  J 220
 KD0610  PID         -  KD0610
 KD0610  STATE/COUNTY-  MO/LAFAYETTE
 KD0610  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0610
 KD0610                         *CURRENT SURVEY CONTROL
 KD0610  ___________________________________________________________________
 KD0610* NAD 83(1986)-  39 11 09.     (N)    093 53 24.     (W)     SCALED    
 KD0610* NAVD 88     -       212.111  (meters)     695.90   (feet)  ADJUSTED  
 KD0610  ___________________________________________________________________
 KD0610  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0610  DYNAMIC HT  -         211.979 (meters)     695.47  (feet)  COMP
 KD0610  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 KD0610
 KD0610  VERT ORDER  -  FIRST     CLASS II
 KD0610
 KD0610.The horizontal coordinates were scaled from a topographic map and have
 KD0610.an estimated accuracy of +/- 6 seconds.
 KD0610
 KD0610.The orthometric height was determined by differential leveling
 KD0610.and adjusted by the National Geodetic Survey in June 1991..
 KD0610.WARNING-Repeat measurements at this control monument indicate possible
 KD0610.vertical movement.
 KD0610
 KD0610.The geoid height was determined by GEOID03.
 KD0610
 KD0610.The dynamic height is computed by dividing the NAVD 88
 KD0610.geopotential number by the normal gravity value computed on the
 KD0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0610.degrees latitude (g = 980.6199 gals.).
 KD0610
 KD0610.The modeled gravity was interpolated from observed gravity values.
 KD0610
 KD0610;                    North         East    Units  Estimated Accuracy
 KD0610;SPC MO W     -   335,260.      902,700.      MT  (+/- 180 meters Scaled)
 KD0610
 KD0610                          SUPERSEDED SURVEY CONTROL
 KD0610
 KD0610  NGVD 29 (??/??/92)  212.016  (m)          695.59   (f) ADJ UNCH    1 2
 KD0610
 KD0610.Superseded values are not recommended for survey control.
 KD0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0610.See file dsdata.txt to determine how the superseded data were derived.
 KD0610
 KD0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD231377(NAD 83)
 KD0610_MARKER: DB = BENCH MARK DISK
 KD0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0610_STAMPING: J 220 1948
 KD0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0610+STABILITY: SURFACE MOTION
 KD0610
 KD0610  HISTORY     - Date     Condition        Report By
 KD0610  HISTORY     - 1948     MONUMENTED       CGS
 KD0610  HISTORY     - 1962     GOOD             NGS
 KD0610  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0610
 KD0610                          STATION DESCRIPTION
 KD0610
 KD0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0610'1.1 MI NE FROM MYRICK STATION.
 KD0610'1.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0610'STATION AT MYRICK, AT THE LEXINGTON WATER WORKS, 76 FEET
 KD0610'SOUTHEAST OF THE SOUTHEAST RAIL, 51.0 FEET SOUTHEAST OF THE
 KD0610'CENTERLINE OF THE ROAD, 23.3 FEET SOUTH OF THE WEST CORNER OF A
 KD0610'BUILDING, 17 FEET WEST OF THE SOUTH CORNER OF A BUILDING, A
 KD0610'CONCRETE POST ABOUT 1 FOOT BELOW THE GROUND, PROTECTED BY A CAST
 KD0610'IRON PIPE PROJECTING 0.6 FOOT.
 KD0610
 KD0610                          STATION RECOVERY (1986)
 KD0610
 KD0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0073 ***********************************************************************
 JD0073  DESIGNATION -  J 221
 JD0073  PID         -  JD0073
 JD0073  STATE/COUNTY-  MO/MONITEAU
 JD0073  USGS QUAD   -  CENTERTOWN NW (1969)
 JD0073
 JD0073                         *CURRENT SURVEY CONTROL
 JD0073  ___________________________________________________________________
 JD0073* NAD 83(1986)-  38 44 17.     (N)    092 24 07.     (W)     SCALED    
 JD0073* NAVD 88     -       172.715  (meters)     566.65   (feet)  ADJUSTED  
 JD0073  ___________________________________________________________________
 JD0073  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0073  DYNAMIC HT  -         172.601 (meters)     566.28  (feet)  COMP
 JD0073  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 JD0073
 JD0073  VERT ORDER  -  FIRST     CLASS II
 JD0073
 JD0073.The horizontal coordinates were scaled from a topographic map and have
 JD0073.an estimated accuracy of +/- 6 seconds.
 JD0073
 JD0073.The orthometric height was determined by differential leveling
 JD0073.and adjusted by the National Geodetic Survey in June 1991..
 JD0073
 JD0073.The geoid height was determined by GEOID03.
 JD0073
 JD0073.The dynamic height is computed by dividing the NAVD 88
 JD0073.geopotential number by the normal gravity value computed on the
 JD0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0073.degrees latitude (g = 980.6199 gals.).
 JD0073
 JD0073.The modeled gravity was interpolated from observed gravity values.
 JD0073
 JD0073;                    North         East    Units  Estimated Accuracy
 JD0073;SPC MO C     -   322,360.      508,530.      MT  (+/- 180 meters Scaled)
 JD0073
 JD0073                          SUPERSEDED SURVEY CONTROL
 JD0073
 JD0073  NGVD 29 (??/??/92)  172.669  (m)          566.50   (f) ADJ UNCH    1 2
 JD0073
 JD0073.Superseded values are not recommended for survey control.
 JD0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0073.See file dsdata.txt to determine how the superseded data were derived.
 JD0073
 JD0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC519878(NAD 83)
 JD0073_MARKER: DB = BENCH MARK DISK
 JD0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0073_STAMPING: J 221 1948
 JD0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0073+STABILITY: SURFACE MOTION
 JD0073
 JD0073  HISTORY     - Date     Condition        Report By
 JD0073  HISTORY     - 1948     MONUMENTED       CGS
 JD0073  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0073
 JD0073                          STATION DESCRIPTION
 JD0073
 JD0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0073'0.9 MI S FROM SANDY HOOK.
 JD0073'0.9 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0073'STATION AT SANDY HOOK, AT A PRIVATE ROAD CROSSING, 108.0 FEET
 JD0073'WEST OF THE INTERSECTION OF THE CENTER LINES OF THE TRACK AND THE
 JD0073'ROAD, 71.3 FEET SOUTH OF THE FIRST POLE SOUTHEAST OF MILEPOST
 JD0073'NO. 143, 95.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 JD0073'TRACK, 33.0 FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST-SOUTHEAST
 JD0073'ROAD, 13.0 FEET NORTH OF THE CENTER LINE OF A FAINT WOODS ROAD
 JD0073'LEADING NORTHWEST ALONG THE FOOT OF A BLUFF, 1.3 FEET EAST
 JD0073'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0073'0.3 FOOT ABOVE THE GROUND.
 JD0073
 JD0073                          STATION RECOVERY (1986)
 JD0073
 JD0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0376 ***********************************************************************
 KD0376  DESIGNATION -  J 223
 KD0376  PID         -  KD0376
 KD0376  STATE/COUNTY-  MO/SALINE
 KD0376  USGS QUAD   -  MIAMI (1979)
 KD0376
 KD0376                         *CURRENT SURVEY CONTROL
 KD0376  ___________________________________________________________________
 KD0376* NAD 83(1986)-  39 22 01.     (N)    093 10 50.     (W)     SCALED    
 KD0376* NAVD 88     -       195.632  (meters)     641.84   (feet)  ADJUSTED  
 KD0376  ___________________________________________________________________
 KD0376  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KD0376  DYNAMIC HT  -         195.515 (meters)     641.45  (feet)  COMP
 KD0376  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 KD0376
 KD0376  VERT ORDER  -  FIRST     CLASS II
 KD0376
 KD0376.The horizontal coordinates were scaled from a topographic map and have
 KD0376.an estimated accuracy of +/- 6 seconds.
 KD0376
 KD0376.The orthometric height was determined by differential leveling
 KD0376.and adjusted by the National Geodetic Survey in June 1991..
 KD0376
 KD0376.The geoid height was determined by GEOID03.
 KD0376
 KD0376.The dynamic height is computed by dividing the NAVD 88
 KD0376.geopotential number by the normal gravity value computed on the
 KD0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0376.degrees latitude (g = 980.6199 gals.).
 KD0376
 KD0376.The modeled gravity was interpolated from observed gravity values.
 KD0376
 KD0376;                    North         East    Units  Estimated Accuracy
 KD0376;SPC MO C     -   392,390.      441,360.      MT  (+/- 180 meters Scaled)
 KD0376
 KD0376                          SUPERSEDED SURVEY CONTROL
 KD0376
 KD0376  NGVD 29 (??/??/92)  195.612  (m)          641.77   (f) ADJ UNCH    1 2
 KD0376
 KD0376.Superseded values are not recommended for survey control.
 KD0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0376.See file dsdata.txt to determine how the superseded data were derived.
 KD0376
 KD0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD844575(NAD 83)
 KD0376_MARKER: DB = BENCH MARK DISK
 KD0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0376_STAMPING: J 223 1948
 KD0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0376+STABILITY: SURFACE MOTION
 KD0376
 KD0376  HISTORY     - Date     Condition        Report By
 KD0376  HISTORY     - 1948     MONUMENTED       CGS
 KD0376
 KD0376                          STATION DESCRIPTION
 KD0376
 KD0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0376'4.6 MI NE FROM MIAMI.
 KD0376'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
 KD0376'THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0376'1.0 MILE NORTHEAST, 0.7 MILE NORTH, 0.25 MILE EAST, 0.6 MILE
 KD0376'NORTH, 0.4 MILE EAST, 1.15 MILE NORTH AND 0.4 MILE EAST ALONG
 KD0376'DIRT ROADS, AT AN OLD VACANT HOUSE, 29.0 FEET SOUTH OF THE CENTER
 KD0376'LINE OF THE ROAD, 17.4 FEET NORTH OF THE NORTHWEST CORNER OF THE
 KD0376'HOUSE, 7.6 FEET WEST OF A 48-INCH MAPLE TREE, 2.2 FEET OF A
 KD0376'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KD0376'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0801 ***********************************************************************
 JC0801  DESIGNATION -  J 224
 JC0801  PID         -  JC0801
 JC0801  STATE/COUNTY-  MO/CRAWFORD
 JC0801  USGS QUAD   -  CUBA (1980)
 JC0801
 JC0801                         *CURRENT SURVEY CONTROL
 JC0801  ___________________________________________________________________
 JC0801* NAD 83(1986)-  38 03 19.     (N)    091 25 22.     (W)     SCALED    
 JC0801* NAVD 88     -       315.765  (meters)    1035.97   (feet)  ADJUSTED  
 JC0801  ___________________________________________________________________
 JC0801  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JC0801  DYNAMIC HT  -         315.535 (meters)    1035.22  (feet)  COMP
 JC0801  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 JC0801
 JC0801  VERT ORDER  -  FIRST     CLASS II
 JC0801
 JC0801.The horizontal coordinates were scaled from a topographic map and have
 JC0801.an estimated accuracy of +/- 6 seconds.
 JC0801
 JC0801.The orthometric height was determined by differential leveling
 JC0801.and adjusted by the National Geodetic Survey in June 1991..
 JC0801
 JC0801.The geoid height was determined by GEOID03.
 JC0801
 JC0801.The dynamic height is computed by dividing the NAVD 88
 JC0801.geopotential number by the normal gravity value computed on the
 JC0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0801.degrees latitude (g = 980.6199 gals.).
 JC0801
 JC0801.The modeled gravity was interpolated from observed gravity values.
 JC0801
 JC0801;                    North         East    Units  Estimated Accuracy
 JC0801;SPC MO E     -   246,970.      169,020.      MT  (+/- 180 meters Scaled)
 JC0801
 JC0801                          SUPERSEDED SURVEY CONTROL
 JC0801
 JC0801  NGVD 29 (??/??/92)  315.752  (m)         1035.93   (f) ADJ UNCH    1 2
 JC0801
 JC0801.Superseded values are not recommended for survey control.
 JC0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0801.See file dsdata.txt to determine how the superseded data were derived.
 JC0801
 JC0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC383131(NAD 83)
 JC0801_MARKER: DB = BENCH MARK DISK
 JC0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0801_STAMPING: J 224 1949
 JC0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0801+STABILITY: SURFACE MOTION
 JC0801
 JC0801  HISTORY     - Date     Condition        Report By
 JC0801  HISTORY     - 1949     MONUMENTED       CGS
 JC0801
 JC0801                          STATION DESCRIPTION
 JC0801
 JC0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0801'1.4 MI SW FROM CUBA.
 JC0801'ABOUT 1.4 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0801'RAILWAY FROM THE STATION AT CUBA, AT A PRIVATE ROAD CROSSING, AT
 JC0801'MILE POLE 88-7 1/2, 129 FEET SOUTHEAST OF THE CENTER LINE OF
 JC0801'U.S. HIGHWAY 66, 44.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 68
 JC0801'FEET SOUTH OF THE CENTER OF THE ROAD CROSSING, 30 FEET SOUTHWEST
 JC0801'OF A FENCE CORNER, 1 FOOT NORTHWEST OF THE R/W FENCE, 2 FEET
 JC0801'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JC0801'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0595 ***********************************************************************
 HC0595  DESIGNATION -  J 225
 HC0595  PID         -  HC0595
 HC0595  STATE/COUNTY-  MO/PHELPS
 HC0595  USGS QUAD   -  YANCY MILLS (1982)
 HC0595
 HC0595                         *CURRENT SURVEY CONTROL
 HC0595  ___________________________________________________________________
 HC0595* NAD 83(1986)-  37 46 43.     (N)    091 50 14.     (W)     SCALED    
 HC0595* NAVD 88     -       315.902  (meters)    1036.42   (feet)  ADJUSTED  
 HC0595  ___________________________________________________________________
 HC0595  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HC0595  DYNAMIC HT  -         315.662 (meters)    1035.63  (feet)  COMP
 HC0595  MODELED GRAV-     979,860.8   (mgal)                       NAVD 88
 HC0595
 HC0595  VERT ORDER  -  FIRST     CLASS II
 HC0595
 HC0595.The horizontal coordinates were scaled from a topographic map and have
 HC0595.an estimated accuracy of +/- 6 seconds.
 HC0595
 HC0595.The orthometric height was determined by differential leveling
 HC0595.and adjusted by the National Geodetic Survey in June 1991..
 HC0595
 HC0595.The geoid height was determined by GEOID03.
 HC0595
 HC0595.The dynamic height is computed by dividing the NAVD 88
 HC0595.geopotential number by the normal gravity value computed on the
 HC0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0595.degrees latitude (g = 980.6199 gals.).
 HC0595
 HC0595.The modeled gravity was interpolated from observed gravity values.
 HC0595
 HC0595;                    North         East    Units  Estimated Accuracy
 HC0595;SPC MO C     -   216,070.      558,380.      MT  (+/- 180 meters Scaled)
 HC0595
 HC0595                          SUPERSEDED SURVEY CONTROL
 HC0595
 HC0595  NGVD 29 (??/??/92)  315.825  (m)         1036.17   (f) ADJ UNCH    1 2
 HC0595
 HC0595.Superseded values are not recommended for survey control.
 HC0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0595.See file dsdata.txt to determine how the superseded data were derived.
 HC0595
 HC0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB023818(NAD 83)
 HC0595_MARKER: DB = BENCH MARK DISK
 HC0595_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HC0595_SP_SET: HEADWALL
 HC0595_STAMPING: J 225 1949
 HC0595_MARK LOGO: CGS   
 HC0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0595+STABILITY: SURFACE MOTION
 HC0595
 HC0595  HISTORY     - Date     Condition        Report By
 HC0595  HISTORY     - 1949     MONUMENTED       CGS
 HC0595  HISTORY     - 19890718 GOOD             NGS
 HC0595
 HC0595                          STATION DESCRIPTION
 HC0595
 HC0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0595'13 MI S FROM ROLLA.
 HC0595'ABOUT 12.95 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION
 HC0595'OF U.S. HIGHWAY 66 IN WEST ROLLA, ABOUT 1.1 MILES NORTH OF
 HC0595'PHILADELPHIA BAPTIST CHURCH, ABOUT 1.05 MILES SOUTH FROM THE
 HC0595'BRIDGE OVER LITTLE PINEY RIVER, IN THE TOP AND THE CENTER OF THE
 HC0595'EAST HEADWALL OF A 2 FOOT CONCRETE CULVERT, 39.5 FEET WEST OF
 HC0595'TELEPHONE POLE E 8, 19 FEET EAST-SOUTHEAST OF THE CENTER LINE OF
 HC0595'THE HIGHWAY AND ON THE OUTSIDE OF A CURVE AND ABOUT LEVEL WITH
 HC0595'THE HIGHWAY.
 HC0595
 HC0595                          STATION RECOVERY (1989)
 HC0595
 HC0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0595'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  22.5 KM (14.0
 HC0595'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 HC0595'INTERSTATE HIGHWAY 44 IN ROLLA, THENCE 1.3 KM (0.8 MI) SOUTH ALONG A
 HC0595'PAVED ROAD.  DELETE--39.5 FT W OF TELEPHONE POLE E 8.  ADD--12.5 M
 HC0595'(41.0 FT) NORTH-NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING SOUTH
 HC0595'TO THE EARL BERRY RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0774 ***********************************************************************
 JC0774  DESIGNATION -  J 226
 JC0774  PID         -  JC0774
 JC0774  STATE/COUNTY-  MO/CRAWFORD
 JC0774  USGS QUAD   -  SULLIVAN (1980)
 JC0774
 JC0774                         *CURRENT SURVEY CONTROL
 JC0774  ___________________________________________________________________
 JC0774* NAD 83(1986)-  38 11 36.     (N)    091 11 05.     (W)     SCALED    
 JC0774* NAVD 88     -       303.026  (meters)     994.18   (feet)  ADJUSTED  
 JC0774  ___________________________________________________________________
 JC0774  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JC0774  DYNAMIC HT  -         302.819 (meters)     993.50  (feet)  COMP
 JC0774  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 JC0774
 JC0774  VERT ORDER  -  FIRST     CLASS II
 JC0774
 JC0774.The horizontal coordinates were scaled from a topographic map and have
 JC0774.an estimated accuracy of +/- 6 seconds.
 JC0774
 JC0774.The orthometric height was determined by differential leveling
 JC0774.and adjusted by the National Geodetic Survey in June 1991..
 JC0774
 JC0774.The geoid height was determined by GEOID03.
 JC0774
 JC0774.The dynamic height is computed by dividing the NAVD 88
 JC0774.geopotential number by the normal gravity value computed on the
 JC0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0774.degrees latitude (g = 980.6199 gals.).
 JC0774
 JC0774.The modeled gravity was interpolated from observed gravity values.
 JC0774
 JC0774;                    North         East    Units  Estimated Accuracy
 JC0774;SPC MO E     -   262,110.      190,020.      MT  (+/- 180 meters Scaled)
 JC0774
 JC0774                          SUPERSEDED SURVEY CONTROL
 JC0774
 JC0774  NGVD 29 (??/??/92)  303.044  (m)          994.24   (f) ADJ UNCH    1 2
 JC0774
 JC0774.Superseded values are not recommended for survey control.
 JC0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0774.See file dsdata.txt to determine how the superseded data were derived.
 JC0774
 JC0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC589288(NAD 83)
 JC0774_MARKER: DB = BENCH MARK DISK
 JC0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0774_STAMPING: J 226 1949
 JC0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0774+STABILITY: SURFACE MOTION
 JC0774
 JC0774  HISTORY     - Date     Condition        Report By
 JC0774  HISTORY     - 1949     MONUMENTED       CGS
 JC0774
 JC0774                          STATION DESCRIPTION
 JC0774
 JC0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0774'1.8 MI SW FROM SULLIVAN.
 JC0774'ABOUT 1.75 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0774'RAILWAY FROM THE STATION AT SULLIVAN, AT A PRIVATE ROAD CROSSING,
 JC0774'ABOUT 118 YARDS EAST OF THE CENTER LINE OF U.S. HIGHWAY 66, ABOUT
 JC0774'0.15 MILE NORTH OF SEMAPHORE 69.9, 52 FEET EAST-NORTHEAST OF THE
 JC0774'CENTER OF THE CROSSING, 46 FEET EAST OF THE EAST RAIL, 19 FEET NORTH
 JC0774'OF THE NORTH GATE POST IN THE R/W FENCE, 1 FOOT WEST OF THE R/W
 JC0774'FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 JC0774'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JC0774'PROJECTING 4 INCHES.  ABOUT 0.45 MILE SOUTHWEST OF THE CROSSING
 JC0774'AT THE ENTRANCE TO THE SULLIVAN AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0425 ***********************************************************************
 JC0425  DESIGNATION -  J 227
 JC0425  PID         -  JC0425
 JC0425  STATE/COUNTY-  MO/FRANKLIN
 JC0425  USGS QUAD   -  ST CLAIR (1969)
 JC0425
 JC0425                         *CURRENT SURVEY CONTROL
 JC0425  ___________________________________________________________________
 JC0425* NAD 83(1986)-  38 21 14.     (N)    090 57 48.     (W)     SCALED    
 JC0425* NAVD 88     -       219.475  (meters)     720.06   (feet)  ADJUSTED  
 JC0425  ___________________________________________________________________
 JC0425  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JC0425  DYNAMIC HT  -         219.329 (meters)     719.58  (feet)  COMP
 JC0425  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 JC0425
 JC0425  VERT ORDER  -  FIRST     CLASS II
 JC0425
 JC0425.This mark is at St Clair Regional Airport (K39)
 JC0425
 JC0425.The horizontal coordinates were scaled from a topographic map and have
 JC0425.an estimated accuracy of +/- 6 seconds.
 JC0425
 JC0425.The orthometric height was determined by differential leveling
 JC0425.and adjusted by the National Geodetic Survey in June 1991..
 JC0425
 JC0425.The geoid height was determined by GEOID03.
 JC0425
 JC0425.The dynamic height is computed by dividing the NAVD 88
 JC0425.geopotential number by the normal gravity value computed on the
 JC0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0425.degrees latitude (g = 980.6199 gals.).
 JC0425
 JC0425.The modeled gravity was interpolated from observed gravity values.
 JC0425
 JC0425;                    North         East    Units  Estimated Accuracy
 JC0425;SPC MO E     -   279,810.      209,500.      MT  (+/- 180 meters Scaled)
 JC0425
 JC0425                          SUPERSEDED SURVEY CONTROL
 JC0425
 JC0425  NGVD 29 (??/??/92)  219.522  (m)          720.22   (f) ADJ UNCH    1 2
 JC0425
 JC0425.Superseded values are not recommended for survey control.
 JC0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0425.See file dsdata.txt to determine how the superseded data were derived.
 JC0425
 JC0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC779470(NAD 83)
 JC0425_MARKER: DB = BENCH MARK DISK
 JC0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0425_STAMPING: J 227 1949
 JC0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0425+STABILITY: SURFACE MOTION
 JC0425
 JC0425  HISTORY     - Date     Condition        Report By
 JC0425  HISTORY     - 1949     MONUMENTED       CGS
 JC0425  HISTORY     - 1968     MARK NOT FOUND   USGS
 JC0425
 JC0425                          STATION DESCRIPTION
 JC0425
 JC0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0425'1 MI NE FROM ST CLAIR.
 JC0425'ABOUT 1.05 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0425'RAILWAY FROM THE STATION AT ST. CLAIR, AT THE ST. CLAIR AIRPORT,
 JC0425'ABOUT 0.2 MILE EAST-SOUTHEAST OF THE ENTRANCE TO THE AIRPORT,
 JC0425'170 FEET EAST OF A FENCE CORNER, ABOUT 35 YARDS SOUTH OF THE
 JC0425'SOUTH EDGE OF THE EAST-WEST RUNWAY, 5 FEET NORTH OF THE NORTHEAST
 JC0425'CORNER OF A SMALL HANGAR, 2 FEET NORTH OF A WHITE WOODEN
 JC0425'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HANGAR FLOOR
 JC0425'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JC0425
 JC0425                          STATION RECOVERY (1968)
 JC0425
 JC0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JC0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0748 ***********************************************************************
 HD0748  DESIGNATION -  J 23
 HD0748  PID         -  HD0748
 HD0748  STATE/COUNTY-  MO/GREENE
 HD0748  USGS QUAD   -  WALNUT GROVE (1975)
 HD0748
 HD0748                         *CURRENT SURVEY CONTROL
 HD0748  ___________________________________________________________________
 HD0748* NAD 83(1986)-  37 24 39.     (N)    093 32 35.     (W)     SCALED    
 HD0748* NAVD 88     -       361.959  (meters)    1187.53   (feet)  ADJUSTED  
 HD0748  ___________________________________________________________________
 HD0748  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 HD0748  DYNAMIC HT  -         361.670 (meters)    1186.58  (feet)  COMP
 HD0748  MODELED GRAV-     979,821.8   (mgal)                       NAVD 88
 HD0748
 HD0748  VERT ORDER  -  SECOND    CLASS 0
 HD0748
 HD0748.The horizontal coordinates were scaled from a topographic map and have
 HD0748.an estimated accuracy of +/- 6 seconds.
 HD0748
 HD0748.The orthometric height was determined by differential leveling
 HD0748.and adjusted by the National Geodetic Survey in June 1991..
 HD0748
 HD0748.The geoid height was determined by GEOID03.
 HD0748
 HD0748.The dynamic height is computed by dividing the NAVD 88
 HD0748.geopotential number by the normal gravity value computed on the
 HD0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0748.degrees latitude (g = 980.6199 gals.).
 HD0748
 HD0748.The modeled gravity was interpolated from observed gravity values.
 HD0748
 HD0748;                    North         East    Units  Estimated Accuracy
 HD0748;SPC MO C     -   175,560.      407,660.      MT  (+/- 180 meters Scaled)
 HD0748
 HD0748                          SUPERSEDED SURVEY CONTROL
 HD0748
 HD0748.No superseded survey control is available for this station.
 HD0748
 HD0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB519405(NAD 83)
 HD0748_MARKER: DB = BENCH MARK DISK
 HD0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0748_STAMPING: J 23 1934
 HD0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0748+STABILITY: SURFACE MOTION
 HD0748
 HD0748  HISTORY     - Date     Condition        Report By
 HD0748  HISTORY     - 1934     MONUMENTED       CGS
 HD0748  HISTORY     - 1956     MARK NOT FOUND   USGS
 HD0748
 HD0748                          STATION DESCRIPTION
 HD0748
 HD0748'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 HD0748'AT WALNUT GROVE.
 HD0748'AT WALNUT GROVE, GREENE COUNTY, ON THE RIGHT-OF-WAY OF THE
 HD0748'ABANDONED ST. LOUIS-SAN FRANCISCO RAILWAY, 43 FEET SOUTHWEST
 HD0748'OF THE CENTER OF A GRAVEL-ROAD CROSSING, 27 FEET SOUTH OF THE
 HD0748'CENTERLINE OF THE ROAD, AND 24 FEET WEST OF THE CENTERLINE OF THE
 HD0748'OLD ROADBED.  A STANDARD DISK, STAMPED J 23 1934 AND SET IN THE
 HD0748'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0133 ***********************************************************************
 KE0133  DESIGNATION -  J 231
 KE0133  PID         -  KE0133
 KE0133  STATE/COUNTY-  MO/JACKSON
 KE0133  USGS QUAD   -  INDEPENDENCE (1990)
 KE0133
 KE0133                         *CURRENT SURVEY CONTROL
 KE0133  ___________________________________________________________________
 KE0133* NAD 83(1986)-  39 01 24.     (N)    094 24 58.     (W)     SCALED    
 KE0133* NAVD 88     -       275.798  (meters)     904.85   (feet)  ADJUSTED  
 KE0133  ___________________________________________________________________
 KE0133  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE0133  DYNAMIC HT  -         275.618 (meters)     904.26  (feet)  COMP
 KE0133  MODELED GRAV-     979,966.2   (mgal)                       NAVD 88
 KE0133
 KE0133  VERT ORDER  -  FIRST     CLASS II
 KE0133
 KE0133.The horizontal coordinates were scaled from a topographic map and have
 KE0133.an estimated accuracy of +/- 6 seconds.
 KE0133
 KE0133.The orthometric height was determined by differential leveling
 KE0133.and adjusted by the National Geodetic Survey in June 1991..
 KE0133
 KE0133.The geoid height was determined by GEOID03.
 KE0133
 KE0133.The dynamic height is computed by dividing the NAVD 88
 KE0133.geopotential number by the normal gravity value computed on the
 KE0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0133.degrees latitude (g = 980.6199 gals.).
 KE0133
 KE0133.The modeled gravity was interpolated from observed gravity values.
 KE0133
 KE0133;                    North         East    Units  Estimated Accuracy
 KE0133;SPC MO W     -   317,040.      857,260.      MT  (+/- 180 meters Scaled)
 KE0133
 KE0133                          SUPERSEDED SURVEY CONTROL
 KE0133
 KE0133  NGVD 29 (??/??/92)  275.718  (m)          904.58   (f) ADJ UNCH    1 2
 KE0133
 KE0133.Superseded values are not recommended for survey control.
 KE0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0133.See file dsdata.txt to determine how the superseded data were derived.
 KE0133
 KE0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD774203(NAD 83)
 KE0133_MARKER: DB = BENCH MARK DISK
 KE0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0133_SP_SET: OVERPASS
 KE0133_STAMPING: J 231 1950
 KE0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0133
 KE0133  HISTORY     - Date     Condition        Report By
 KE0133  HISTORY     - 1950     MONUMENTED       CGS
 KE0133  HISTORY     - 1960     GOOD             NGS
 KE0133  HISTORY     - 1981     GOOD             NGS
 KE0133
 KE0133                          STATION DESCRIPTION
 KE0133
 KE0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KE0133'2.2 MI NW FROM LITTLE BLUE.
 KE0133'2.2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0133'THE CROSSING OF LITTLE BLUE ROAD AT LITTLE BLUE, AT THE RAILROAD
 KE0133'OVERPASS OVER U.S. HIGHWAY 71 BY PASS, 44.5 FEET NORTHWEST
 KE0133'OF THE NORTHWEST END OF THE NORTHEAST STEEL BANNISTER OF THE
 KE0133'OVERPASS, 6 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET LOWER
 KE0133'THAN THE RAILROAD, SET IN THE TOP OF THE NORTHEAST END OF THE
 KE0133'NORTHWEST ABUTMENT OF THE OVERPASS.  NOTE-- U.S. HIGHWAY 71
 KE0133'BY PASS IS NOW JACKSON COUNTY ROAD V.
 KE0133
 KE0133                          STATION RECOVERY (1960)
 KE0133
 KE0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0133'RECOVERED IN GOOD CONDITION.
 KE0133
 KE0133                          STATION RECOVERY (1981)
 KE0133
 KE0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0133'IN THE SOUTHEAST PART OF KANSAS CITY AT THE MISSOURI PACIFIC RAILROAD
 KE0133'OVERPASS OVER ROAD, ABOUT 314 MILE SOUTH FROM THE CROSSING OF U.S.
 KE0133'HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0803 ***********************************************************************
 JD0803  DESIGNATION -  J 232
 JD0803  PID         -  JD0803
 JD0803  STATE/COUNTY-  MO/PETTIS
 JD0803  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0803
 JD0803                         *CURRENT SURVEY CONTROL
 JD0803  ___________________________________________________________________
 JD0803* NAD 83(1986)-  38 53 48.     (N)    093 26 17.     (W)     SCALED    
 JD0803* NAVD 88     -       215.534  (meters)     707.13   (feet)  ADJUSTED  
 JD0803  ___________________________________________________________________
 JD0803  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0803  DYNAMIC HT  -         215.393 (meters)     706.67  (feet)  COMP
 JD0803  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 JD0803
 JD0803  VERT ORDER  -  FIRST     CLASS II
 JD0803
 JD0803.The horizontal coordinates were scaled from a topographic map and have
 JD0803.an estimated accuracy of +/- 6 seconds.
 JD0803
 JD0803.The orthometric height was determined by differential leveling
 JD0803.and adjusted by the National Geodetic Survey in June 1991..
 JD0803.WARNING-Repeat measurements at this control monument indicate possible
 JD0803.vertical movement.
 JD0803
 JD0803.The geoid height was determined by GEOID03.
 JD0803
 JD0803.The dynamic height is computed by dividing the NAVD 88
 JD0803.geopotential number by the normal gravity value computed on the
 JD0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0803.degrees latitude (g = 980.6199 gals.).
 JD0803
 JD0803.The modeled gravity was interpolated from observed gravity values.
 JD0803
 JD0803;                    North         East    Units  Estimated Accuracy
 JD0803;SPC MO C     -   340,380.      418,630.      MT  (+/- 180 meters Scaled)
 JD0803
 JD0803                          SUPERSEDED SURVEY CONTROL
 JD0803
 JD0803  NGVD 29 (??/??/92)  215.445  (m)          706.84   (f) ADJ UNCH    1 2
 JD0803
 JD0803.Superseded values are not recommended for survey control.
 JD0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0803.See file dsdata.txt to determine how the superseded data were derived.
 JD0803
 JD0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD620054(NAD 83)
 JD0803_MARKER: DB = BENCH MARK DISK
 JD0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0803_STAMPING: J 232 1950
 JD0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0803+STABILITY: SURFACE MOTION
 JD0803
 JD0803  HISTORY     - Date     Condition        Report By
 JD0803  HISTORY     - 1950     MONUMENTED       CGS
 JD0803  HISTORY     - 1963     GOOD             NGS
 JD0803
 JD0803                          STATION DESCRIPTION
 JD0803
 JD0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JD0803'5.9 MI S FROM SWEET SPRINGS.
 JD0803'0.2 MILE SOUTH ALONG MILLER STREET FROM THE MISSOURI PACIFIC
 JD0803'RAILROAD STATION AT SWEET SPRINGS, THENCE 5.7 MILES SOUTH ALONG
 JD0803'STATE HIGHWAY 127, 175 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JD0803'MELVIN CRAWFORD FARM HOME, 75 FEET SOUTHEAST OF A POWER LINE POLE
 JD0803'BEARING A TRANSFORMER, 61 FEET EAST OF THE CENTER LINE OF THE
 JD0803'HIGHWAY, 2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.3 FEET
 JD0803'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 JD0803'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 JD0803
 JD0803                          STATION RECOVERY (1963)
 JD0803
 JD0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0901 ***********************************************************************
 JC0901  DESIGNATION -  J 234 RESET
 JC0901  PID         -  JC0901
 JC0901  STATE/COUNTY-  MO/MARIES
 JC0901  USGS QUAD   -  PAYDOWN (1981)
 JC0901
 JC0901                         *CURRENT SURVEY CONTROL
 JC0901  ___________________________________________________________________
 JC0901* NAD 83(1986)-  38 08 21.     (N)    091 48 33.     (W)     SCALED    
 JC0901* NAVD 88     -       336.154  (meters)    1102.87   (feet)  ADJUSTED  
 JC0901  ___________________________________________________________________
 JC0901  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JC0901  DYNAMIC HT  -         335.915 (meters)    1102.08  (feet)  COMP
 JC0901  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 JC0901
 JC0901  VERT ORDER  -  FIRST     CLASS II
 JC0901
 JC0901.The horizontal coordinates were scaled from a topographic map and have
 JC0901.an estimated accuracy of +/- 6 seconds.
 JC0901
 JC0901.The orthometric height was determined by differential leveling
 JC0901.and adjusted by the National Geodetic Survey in June 1991..
 JC0901
 JC0901.The geoid height was determined by GEOID03.
 JC0901
 JC0901.The dynamic height is computed by dividing the NAVD 88
 JC0901.geopotential number by the normal gravity value computed on the
 JC0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0901.degrees latitude (g = 980.6199 gals.).
 JC0901
 JC0901.The modeled gravity was interpolated from observed gravity values.
 JC0901
 JC0901;                    North         East    Units  Estimated Accuracy
 JC0901;SPC MO C     -   256,100.      560,560.      MT  (+/- 180 meters Scaled)
 JC0901
 JC0901                          SUPERSEDED SURVEY CONTROL
 JC0901
 JC0901  NGVD 29 (10/05/93)  336.126  (m)         1102.77   (f) ADJUSTED    1 2
 JC0901
 JC0901.Superseded values are not recommended for survey control.
 JC0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0901.See file dsdata.txt to determine how the superseded data were derived.
 JC0901
 JC0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC043219(NAD 83)
 JC0901_MARKER: DB = BENCH MARK DISK
 JC0901_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JC0901+WITH SETTING: PAVEMENT
 JC0901_SP_SET: FOOTING
 JC0901_STAMPING: J 234 RESET 1968
 JC0901_MARK LOGO: USGS  
 JC0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0901+STABILITY: SURFACE MOTION
 JC0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0901+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JC0901
 JC0901  HISTORY     - Date     Condition        Report By
 JC0901  HISTORY     - 1968     MONUMENTED       USGS
 JC0901  HISTORY     - 19890718 GOOD             NGS
 JC0901  HISTORY     - 20050317 GOOD             MODNR
 JC0901
 JC0901                          STATION DESCRIPTION
 JC0901
 JC0901'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JC0901'3.7 MI NW FROM VICHY.
 JC0901'ABOUT 3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 63 FROM THE POST
 JC0901'OFFICE AT VICHY, AT THE VICHY FIRE TOWER, ABOUT 200 FEET SOUTHWEST
 JC0901'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 JC0901'CORNER OF THE CONCRETE BASE OF THE NORTHEAST LEG OF THE TOWER,
 JC0901'1 FOOT ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE OLD WOODEN
 JC0901'TOWER IS STILL IN PLACE AND WILL BE REMOVED SOON TO MAKE WAY FOR
 JC0901'A PARKING AREA.
 JC0901
 JC0901                          STATION RECOVERY (1989)
 JC0901
 JC0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0901'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.0 KM (7.45
 JC0901'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE
 JC0901'HIGHWAY 42 IN VIENNA, THENCE 0.9 KM (0.55 MI) NORTHEASTERLY ALONG A
 JC0901'PAVED ROAD, THENCE 4.3 KM (2.65 MI) EASTERLY ALONG OLD U.S. HIGHWAY
 JC0901'63.
 JC0901
 JC0901                          STATION RECOVERY (2005)
 JC0901
 JC0901'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW)
 JC0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0809 ***********************************************************************
 HD0809  DESIGNATION -  J 24
 HD0809  PID         -  HD0809
 HD0809  STATE/COUNTY-  MO/CEDAR
 HD0809  USGS QUAD   -  FILLEY (1991)
 HD0809
 HD0809                         *CURRENT SURVEY CONTROL
 HD0809  ___________________________________________________________________
 HD0809* NAD 83(1986)-  37 45 33.     (N)    093 57 05.     (W)     SCALED    
 HD0809* NAVD 88     -       266.287  (meters)     873.64   (feet)  ADJUSTED  
 HD0809  ___________________________________________________________________
 HD0809  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HD0809  DYNAMIC HT  -         266.087 (meters)     872.99  (feet)  COMP
 HD0809  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 HD0809
 HD0809  VERT ORDER  -  SECOND    CLASS 0
 HD0809
 HD0809.The horizontal coordinates were scaled from a topographic map and have
 HD0809.an estimated accuracy of +/- 6 seconds.
 HD0809
 HD0809.The orthometric height was determined by differential leveling
 HD0809.and adjusted by the National Geodetic Survey in June 1991..
 HD0809
 HD0809.The geoid height was determined by GEOID03.
 HD0809
 HD0809.The dynamic height is computed by dividing the NAVD 88
 HD0809.geopotential number by the normal gravity value computed on the
 HD0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0809.degrees latitude (g = 980.6199 gals.).
 HD0809
 HD0809.The modeled gravity was interpolated from observed gravity values.
 HD0809
 HD0809;                    North         East    Units  Estimated Accuracy
 HD0809;SPC MO W     -   176,860.      898,340.      MT  (+/- 180 meters Scaled)
 HD0809
 HD0809                          SUPERSEDED SURVEY CONTROL
 HD0809
 HD0809  NGVD 29 (??/??/92)  266.191  (m)          873.33   (f) ADJ UNCH    2 0
 HD0809
 HD0809.Superseded values are not recommended for survey control.
 HD0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0809.See file dsdata.txt to determine how the superseded data were derived.
 HD0809
 HD0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB161795(NAD 83)
 HD0809_MARKER: DB = BENCH MARK DISK
 HD0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0809_STAMPING: J 24 1934
 HD0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0809+STABILITY: SURFACE MOTION
 HD0809
 HD0809  HISTORY     - Date     Condition        Report By
 HD0809  HISTORY     - 1934     MONUMENTED       CGS
 HD0809  HISTORY     - 1963     GOOD             NGS
 HD0809
 HD0809                          STATION DESCRIPTION
 HD0809
 HD0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0809'0.4 MI W FROM FILLEY.
 HD0809'0.35 MILE WEST ALONG STATE HIGHWAY 32 FROM THE CHRISTIAN CHURCH
 HD0809'AT FILLEY, ON THE OUTSIDE OF A CURVE AND 41 FEET SOUTHWEST OF
 HD0809'THE CENTER LINE OF THE HIGHWAY, AT A MOBIL SERVICE STATION,
 HD0809'36 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 34 1/2 FEET
 HD0809'EAST OF THE NORTHEAST CORNER OF A HOUSE, ABOUT LEVEL WITH THE
 HD0809'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HD0809'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1460 ***********************************************************************
 JD1460  DESIGNATION -  J 245
 JD1460  PID         -  JD1460
 JD1460  STATE/COUNTY-  MO/HENRY
 JD1460  USGS QUAD   -  CALHOUN EAST (1981)
 JD1460
 JD1460                         *CURRENT SURVEY CONTROL
 JD1460  ___________________________________________________________________
 JD1460* NAD 83(1986)-  38 28 06.     (N)    093 37 30.     (W)     SCALED    
 JD1460* NAVD 88     -       237.256  (meters)     778.40   (feet)  ADJUSTED  
 JD1460  ___________________________________________________________________
 JD1460  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JD1460  DYNAMIC HT  -         237.093 (meters)     777.86  (feet)  COMP
 JD1460  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 JD1460
 JD1460  VERT ORDER  -  SECOND    CLASS 0
 JD1460
 JD1460.The horizontal coordinates were scaled from a topographic map and have
 JD1460.an estimated accuracy of +/- 6 seconds.
 JD1460
 JD1460.The orthometric height was determined by differential leveling
 JD1460.and adjusted by the National Geodetic Survey in June 1991..
 JD1460
 JD1460.The geoid height was determined by GEOID03.
 JD1460
 JD1460.The dynamic height is computed by dividing the NAVD 88
 JD1460.geopotential number by the normal gravity value computed on the
 JD1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1460.degrees latitude (g = 980.6199 gals.).
 JD1460
 JD1460.The modeled gravity was interpolated from observed gravity values.
 JD1460
 JD1460;                    North         East    Units  Estimated Accuracy
 JD1460;SPC MO W     -   255,800.      926,360.      MT  (+/- 180 meters Scaled)
 JD1460
 JD1460                          SUPERSEDED SURVEY CONTROL
 JD1460
 JD1460  NGVD 29 (??/??/92)  237.142  (m)          778.02   (f) ADJ UNCH    2 0
 JD1460
 JD1460.Superseded values are not recommended for survey control.
 JD1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1460.See file dsdata.txt to determine how the superseded data were derived.
 JD1460
 JD1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC454579(NAD 83)
 JD1460_MARKER: DB = BENCH MARK DISK
 JD1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1460_STAMPING: J 245 1962
 JD1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1460+STABILITY: SURFACE MOTION
 JD1460
 JD1460  HISTORY     - Date     Condition        Report By
 JD1460  HISTORY     - 1962     MONUMENTED       CGS
 JD1460  HISTORY     - 1963     GOOD             NGS
 JD1460
 JD1460                          STATION DESCRIPTION
 JD1460
 JD1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1460'0.2 MI NE FROM CALHOUN.
 JD1460'ABOUT 0.2 MILE NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1460'RAILROAD FROM THE STATION AT CALHOUN, 0.1 MILE NORTH OF MAIN
 JD1460'STREET, 67 FEET SOUTH-SOUTHEAST OF THE CENTER OF A ROAD
 JD1460'CROSSING, 65 FEET SOUTH OF THE SOUTH RAIL, 27 FEET EAST OF THE
 JD1460'CENTER LINE OF A DIRT ROAD, 28 FEET NORTH OF A 26-INCH ELM
 JD1460'TREE, 14 1/2 FEET SOUTH OF A TELEPHONE POLE, 1 1/2 FEET WEST
 JD1460'OF A FENCE, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 JD1460'ABOVE THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE
 JD1460'POST PROJECTING 2-INCHES.
 JD1460
 JD1460                          STATION RECOVERY (1963)
 JD1460
 JD1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0835 ***********************************************************************
 HD0835  DESIGNATION -  J 246
 HD0835  PID         -  HD0835
 HD0835  STATE/COUNTY-  MO/ST CLAIR
 HD0835  USGS QUAD   -  VISTA (1991)
 HD0835
 HD0835                         *CURRENT SURVEY CONTROL
 HD0835  ___________________________________________________________________
 HD0835* NAD 83(1986)-  37 56 23.     (N)    093 38 10.     (W)     SCALED    
 HD0835* NAVD 88     -       284.499  (meters)     933.39   (feet)  ADJUSTED  
 HD0835  ___________________________________________________________________
 HD0835  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HD0835  DYNAMIC HT  -         284.288 (meters)     932.70  (feet)  COMP
 HD0835  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 HD0835
 HD0835  VERT ORDER  -  SECOND    CLASS 0
 HD0835
 HD0835.The horizontal coordinates were scaled from a topographic map and have
 HD0835.an estimated accuracy of +/- 6 seconds.
 HD0835
 HD0835.The orthometric height was determined by differential leveling
 HD0835.and adjusted by the National Geodetic Survey in June 1991..
 HD0835
 HD0835.The geoid height was determined by GEOID03.
 HD0835
 HD0835.The dynamic height is computed by dividing the NAVD 88
 HD0835.geopotential number by the normal gravity value computed on the
 HD0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0835.degrees latitude (g = 980.6199 gals.).
 HD0835
 HD0835.The modeled gravity was interpolated from observed gravity values.
 HD0835
 HD0835;                    North         East    Units  Estimated Accuracy
 HD0835;SPC MO W     -   197,110.      925,940.      MT  (+/- 180 meters Scaled)
 HD0835
 HD0835                          SUPERSEDED SURVEY CONTROL
 HD0835
 HD0835  NGVD 29 (??/??/92)  284.390  (m)          933.04   (f) ADJ UNCH    2 0
 HD0835
 HD0835.Superseded values are not recommended for survey control.
 HD0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0835.See file dsdata.txt to determine how the superseded data were derived.
 HD0835
 HD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB441993(NAD 83)
 HD0835_MARKER: DB = BENCH MARK DISK
 HD0835_SETTING: 66 = SET IN ROCK OUTCROP
 HD0835_SP_SET: ROCK OUTCROP
 HD0835_STAMPING: J 246 1962
 HD0835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0835+STABILITY: POSITION/ELEVATION WELL
 HD0835
 HD0835  HISTORY     - Date     Condition        Report By
 HD0835  HISTORY     - 1962     MONUMENTED       CGS
 HD0835
 HD0835                          STATION DESCRIPTION
 HD0835
 HD0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HD0835'3.8 MI N FROM COLLINS.
 HD0835'2.35 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE STATE HIGHWAY
 HD0835'DEPARTMENT BUILDING AT COLLINS, THENCE 1.45 MILES NORTH ALONG NEW
 HD0835'STATE HIGHWAY 13 (NOW UNDER CONSTRUCTION) OR ABOUT 3.15 MILES SOUTH
 HD0835'ALONG THE PRESENT LOCATION OF STATE HIGHWAY 13 FROM THE POST OFFICE
 HD0835'AT VISTA, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, THENCE 0.65 MILE
 HD0835'SOUTH OF A PROPOSED ROAD INTERSECTION, 135 FEET NORTHEAST OF THE
 HD0835'CENTER LINE OF THE HIGHWAY, ON THE CREST OF A CUT BANK, IN A SMALL
 HD0835'CLEARING AMONG A TIMBERED AREA, 45 FEET NORTHEAST OF THE NORTHEAST
 HD0835'EDGE OF THE HIGHWAY RIGHT OF WAY LINE, 2.0 FEET NORTHWEST OF A
 HD0835'1-INCH SQUARE STEEL ROD PROJECTING 3 1/2 FEET FROM A ROCK OUTCROP,
 HD0835'ABOUT 40 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET FLUSH WITH THE
 HD0835'GROUND IN THE TOP OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0939 ***********************************************************************
 HD0939  DESIGNATION -  J 247
 HD0939  PID         -  HD0939
 HD0939  STATE/COUNTY-  MO/ST CLAIR
 HD0939  USGS QUAD   -  ROSCOE (1991)
 HD0939
 HD0939                         *CURRENT SURVEY CONTROL
 HD0939  ___________________________________________________________________
 HD0939* NAD 83(1986)-  37 56 14.     (N)    093 51 42.     (W)     SCALED    
 HD0939* NAVD 88     -       253.892  (meters)     832.98   (feet)  ADJUSTED  
 HD0939  ___________________________________________________________________
 HD0939  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 HD0939  DYNAMIC HT  -         253.703 (meters)     832.36  (feet)  COMP
 HD0939  MODELED GRAV-     979,880.1   (mgal)                       NAVD 88
 HD0939
 HD0939  VERT ORDER  -  SECOND    CLASS 0
 HD0939
 HD0939.The horizontal coordinates were scaled from a topographic map and have
 HD0939.an estimated accuracy of +/- 6 seconds.
 HD0939
 HD0939.The orthometric height was determined by differential leveling
 HD0939.and adjusted by the National Geodetic Survey in June 1991..
 HD0939
 HD0939.The geoid height was determined by GEOID03.
 HD0939
 HD0939.The dynamic height is computed by dividing the NAVD 88
 HD0939.geopotential number by the normal gravity value computed on the
 HD0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0939.degrees latitude (g = 980.6199 gals.).
 HD0939
 HD0939.The modeled gravity was interpolated from observed gravity values.
 HD0939
 HD0939;                    North         East    Units  Estimated Accuracy
 HD0939;SPC MO W     -   196,670.      906,110.      MT  (+/- 180 meters Scaled)
 HD0939
 HD0939                          SUPERSEDED SURVEY CONTROL
 HD0939
 HD0939  NGVD 29 (??/??/92)  253.779  (m)          832.61   (f) ADJ UNCH    2 0
 HD0939
 HD0939.Superseded values are not recommended for survey control.
 HD0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0939.See file dsdata.txt to determine how the superseded data were derived.
 HD0939
 HD0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB242992(NAD 83)
 HD0939_MARKER: DB = BENCH MARK DISK
 HD0939_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HD0939_SP_SET: 11 FEET
 HD0939_STAMPING: J 247 1962
 HD0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0939
 HD0939  HISTORY     - Date     Condition        Report By
 HD0939  HISTORY     - 1962     MONUMENTED       CGS
 HD0939
 HD0939                          STATION DESCRIPTION
 HD0939
 HD0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HD0939'4.4 MI SW FROM ROSCO.
 HD0939'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE INTERSECTION
 HD0939'OF STATE HIGHWAY 82 AND COUNTY ROAD E AT ROSCOE, THENCE 1.0 MILE
 HD0939'SOUTH ALONG A DIRT ROAD, 27 FEET WEST OF THE CENTER LINE OF THE
 HD0939'ROAD, 55 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A POWER
 HD0939'POLE, 7 FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE,
 HD0939'1.0 FEET NORTHWEST OF A METAL WITNESS POST, AND ON THE TOP OF A
 HD0939'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET
 HD0939'AND IN ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0994 ***********************************************************************
 HD0994  DESIGNATION -  J 248
 HD0994  PID         -  HD0994
 HD0994  STATE/COUNTY-  MO/CEDAR
 HD0994  USGS QUAD   -  FILLEY (1991)
 HD0994
 HD0994                         *CURRENT SURVEY CONTROL
 HD0994  ___________________________________________________________________
 HD0994* NAD 83(1986)-  37 51 38.     (N)    093 57 27.     (W)     SCALED    
 HD0994* NAVD 88     -       274.090  (meters)     899.24   (feet)  ADJUSTED  
 HD0994  ___________________________________________________________________
 HD0994  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HD0994  DYNAMIC HT  -         273.885 (meters)     898.57  (feet)  COMP
 HD0994  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 HD0994
 HD0994  VERT ORDER  -  SECOND    CLASS 0
 HD0994
 HD0994.The horizontal coordinates were scaled from a topographic map and have
 HD0994.an estimated accuracy of +/- 6 seconds.
 HD0994
 HD0994.The orthometric height was determined by differential leveling
 HD0994.and adjusted by the National Geodetic Survey in June 1991..
 HD0994
 HD0994.The geoid height was determined by GEOID03.
 HD0994
 HD0994.The dynamic height is computed by dividing the NAVD 88
 HD0994.geopotential number by the normal gravity value computed on the
 HD0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0994.degrees latitude (g = 980.6199 gals.).
 HD0994
 HD0994.The modeled gravity was interpolated from observed gravity values.
 HD0994
 HD0994;                    North         East    Units  Estimated Accuracy
 HD0994;SPC MO W     -   188,110.      897,740.      MT  (+/- 180 meters Scaled)
 HD0994
 HD0994                          SUPERSEDED SURVEY CONTROL
 HD0994
 HD0994  NGVD 29 (??/??/92)  273.988  (m)          898.91   (f) ADJ UNCH    2 0
 HD0994
 HD0994.Superseded values are not recommended for survey control.
 HD0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0994.See file dsdata.txt to determine how the superseded data were derived.
 HD0994
 HD0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB157907(NAD 83)
 HD0994_MARKER: DB = BENCH MARK DISK
 HD0994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0994_SP_SET: CULVERT
 HD0994_STAMPING: J 248 1963
 HD0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0994+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1996
 HD0994
 HD0994  HISTORY     - Date     Condition        Report By
 HD0994  HISTORY     - 1963     MONUMENTED       CGS
 HD0994  HISTORY     - 19960304 GOOD             MOHC
 HD0994
 HD0994                          STATION DESCRIPTION
 HD0994
 HD0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HD0994'4 MI E FROM ELDORADO SPRINGS.
 HD0994'0.1 MILE EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 HD0994'THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH ALONG
 HD0994'STATE HIGHWAY 82, THENCE 3.75 MILES EAST ALONG U.S. HIGHWAY 54,
 HD0994'IN SECTION 24, T 36 N, R 28 W, 0.15 MILE EAST OF A FARMHOUSE
 HD0994'LOCATED OF THE CREST OF A HILL ON THE NORTH SIDE OF THE
 HD0994'HIGHWAY, 70 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD
 HD0994'LEADING NORTH, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HD0994'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 HD0994'AND CENTER OF THE NORTH CONCRETE HEADWALL OF A LARGE BOX TYPE
 HD0994'CULVERT.
 HD0994
 HD0994                          STATION RECOVERY (1996)
 HD0994
 HD0994'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1996 (DW)
 HD0994'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1762 ***********************************************************************
 JD1762  DESIGNATION -  J 249
 JD1762  PID         -  JD1762
 JD1762  STATE/COUNTY-  MO/ST CLAIR
 JD1762  USGS QUAD   -  OHIO (1961)
 JD1762
 JD1762                         *CURRENT SURVEY CONTROL
 JD1762  ___________________________________________________________________
 JD1762* NAD 83(1986)-  38 07 36.     (N)    093 51 43.     (W)     SCALED    
 JD1762* NAVD 88     -       257.414  (meters)     844.53   (feet)  ADJUSTED  
 JD1762  ___________________________________________________________________
 JD1762  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1762  DYNAMIC HT  -         257.228 (meters)     843.92  (feet)  COMP
 JD1762  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 JD1762
 JD1762  VERT ORDER  -  SECOND    CLASS 0
 JD1762
 JD1762.The horizontal coordinates were scaled from a topographic map and have
 JD1762.an estimated accuracy of +/- 6 seconds.
 JD1762
 JD1762.The orthometric height was determined by differential leveling
 JD1762.and adjusted by the National Geodetic Survey in June 1991..
 JD1762
 JD1762.The geoid height was determined by GEOID03.
 JD1762
 JD1762.The dynamic height is computed by dividing the NAVD 88
 JD1762.geopotential number by the normal gravity value computed on the
 JD1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1762.degrees latitude (g = 980.6199 gals.).
 JD1762
 JD1762.The modeled gravity was interpolated from observed gravity values.
 JD1762
 JD1762;                    North         East    Units  Estimated Accuracy
 JD1762;SPC MO W     -   217,700.      905,940.      MT  (+/- 180 meters Scaled)
 JD1762
 JD1762                          SUPERSEDED SURVEY CONTROL
 JD1762
 JD1762  NGVD 29 (??/??/92)  257.304  (m)          844.17   (f) ADJ UNCH    2 0
 JD1762
 JD1762.Superseded values are not recommended for survey control.
 JD1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1762.See file dsdata.txt to determine how the superseded data were derived.
 JD1762
 JD1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC244202(NAD 83)
 JD1762_MARKER: DB = BENCH MARK DISK
 JD1762_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1762_SP_SET: 11 FEET
 JD1762_STAMPING: J 249 1963
 JD1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1762
 JD1762  HISTORY     - Date     Condition        Report By
 JD1762  HISTORY     - 1963     MONUMENTED       CGS
 JD1762
 JD1762                          STATION DESCRIPTION
 JD1762
 JD1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1762'4.8 MI ENE FROM JOHNSON CITY.
 JD1762'ABOUT 0.8 MILE NORTH ALONG STATE ROAD M FROM THE C.L. PIEPMEIER
 JD1762'STORE AT JOHNSON CITY, THENCE 0.95 MILE EAST ALONG A GRAVELED
 JD1762'ROAD, THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 JD1762'MILE EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG A
 JD1762'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG AN UNGRADED DIRT ROAD,
 JD1762'THENCE 0.5 MILE EAST ALONG A ROW OF POWER POLES ALONG THE NORTH
 JD1762'SIDE OF A FIELD TO A DIRT ROAD LEADING EAST, 70 FEET NORTHEAST
 JD1762'OF THE MIDDLE OF AN S-CURVE, 32 FEET NORTH OF THE CENTER LINE
 JD1762'OF THE DIRT ROAD LEADING EAST, 34 FEET EAST OF THE CENTER LINE OF
 JD1762'THE ROAD LEADING NORTH, 2.0 FEET WEST OF A METAL WITNESS POST,
 JD1762'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 JD1762'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET
 JD1762'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0955 ***********************************************************************
 GD0955  DESIGNATION -  J 25
 GD0955  PID         -  GD0955
 GD0955  STATE/COUNTY-  MO/SCOTT
 GD0955  USGS QUAD   -  SIKESTON SOUTH (1979)
 GD0955
 GD0955                         *CURRENT SURVEY CONTROL
 GD0955  ___________________________________________________________________
 GD0955* NAD 83(1986)-  36 52 27.     (N)    089 35 46.     (W)     SCALED    
 GD0955* NAVD 88     -        99.672  (meters)     327.01   (feet)  ADJUSTED  
 GD0955  ___________________________________________________________________
 GD0955  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GD0955  DYNAMIC HT  -          99.597 (meters)     326.76  (feet)  COMP
 GD0955  MODELED GRAV-     979,870.4   (mgal)                       NAVD 88
 GD0955
 GD0955  VERT ORDER  -  SECOND    CLASS 0
 GD0955
 GD0955.The horizontal coordinates were scaled from a topographic map and have
 GD0955.an estimated accuracy of +/- 6 seconds.
 GD0955
 GD0955.The orthometric height was determined by differential leveling
 GD0955.and adjusted by the National Geodetic Survey in June 1991..
 GD0955
 GD0955.The geoid height was determined by GEOID03.
 GD0955
 GD0955.The dynamic height is computed by dividing the NAVD 88
 GD0955.geopotential number by the normal gravity value computed on the
 GD0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0955.degrees latitude (g = 980.6199 gals.).
 GD0955
 GD0955.The modeled gravity was interpolated from observed gravity values.
 GD0955
 GD0955;                    North         East    Units  Estimated Accuracy
 GD0955;SPC MO E     -   115,870.      330,590.      MT  (+/- 180 meters Scaled)
 GD0955
 GD0955                          SUPERSEDED SURVEY CONTROL
 GD0955
 GD0955  NGVD 29 (??/??/??)   99.614  (m)          326.82   (f) ADJUSTED    2 0
 GD0955
 GD0955.Superseded values are not recommended for survey control.
 GD0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0955.See file dsdata.txt to determine how the superseded data were derived.
 GD0955
 GD0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF686840(NAD 83)
 GD0955_MARKER: DB = BENCH MARK DISK
 GD0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0955_STAMPING: J 25 1933
 GD0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0955+STABILITY: SURFACE MOTION
 GD0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0955+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD0955
 GD0955  HISTORY     - Date     Condition        Report By
 GD0955  HISTORY     - 1933     MONUMENTED       CGS
 GD0955  HISTORY     - 20020817 GOOD             USACE
 GD0955
 GD0955                          STATION DESCRIPTION
 GD0955
 GD0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0955'AT SIKESTON.
 GD0955'AT SIKESTON, SCOTT COUNTY, AT THE INTERSECTION OF THE ST. LOUIS-SAN
 GD0955'FRANCISCO RAILWAY AND THE MISSOURI PACIFIC RAILROAD, 96 FEET NORTH
 GD0955'OF THE CENTERLINE OF U.S. HIGHWAY 60, 46 FEET EAST OF THE
 GD0955'CENTERLINE OF THE ST. LOUIS-SAN FRANCISCO RAILWAY TRACK, AND 46
 GD0955'FEET NORTH OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD
 GD0955'TRACK.  A STANDARD DISK, STAMPED J 25 1933 AND SET IN THE TOP OF A
 GD0955'CONCRETE POST.
 GD0955
 GD0955                          STATION RECOVERY (2002)
 GD0955
 GD0955'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0606 ***********************************************************************
 JE0606  DESIGNATION -  J 250
 JE0606  PID         -  JE0606
 JE0606  STATE/COUNTY-  MO/HENRY
 JE0606  USGS QUAD   -  JOHNSTOWN (1981)
 JE0606
 JE0606                         *CURRENT SURVEY CONTROL
 JE0606  ___________________________________________________________________
 JE0606* NAD 83(1986)-  38 15 23.     (N)    094 00 01.     (W)     SCALED    
 JE0606* NAVD 88     -       258.558  (meters)     848.29   (feet)  ADJUSTED  
 JE0606  ___________________________________________________________________
 JE0606  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE0606  DYNAMIC HT  -         258.374 (meters)     847.68  (feet)  COMP
 JE0606  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 JE0606
 JE0606  VERT ORDER  -  SECOND    CLASS 0
 JE0606
 JE0606.The horizontal coordinates were scaled from a topographic map and have
 JE0606.an estimated accuracy of +/- 6 seconds.
 JE0606
 JE0606.The orthometric height was determined by differential leveling
 JE0606.and adjusted by the National Geodetic Survey in June 1991..
 JE0606
 JE0606.The geoid height was determined by GEOID03.
 JE0606
 JE0606.The dynamic height is computed by dividing the NAVD 88
 JE0606.geopotential number by the normal gravity value computed on the
 JE0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0606.degrees latitude (g = 980.6199 gals.).
 JE0606
 JE0606.The modeled gravity was interpolated from observed gravity values.
 JE0606
 JE0606;                    North         East    Units  Estimated Accuracy
 JE0606;SPC MO W     -   232,030.      893,740.      MT  (+/- 180 meters Scaled)
 JE0606
 JE0606                          SUPERSEDED SURVEY CONTROL
 JE0606
 JE0606  NGVD 29 (??/??/92)  258.457  (m)          847.95   (f) ADJ UNCH    2 0
 JE0606
 JE0606.Superseded values are not recommended for survey control.
 JE0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0606.See file dsdata.txt to determine how the superseded data were derived.
 JE0606
 JE0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC124347(NAD 83)
 JE0606_MARKER: DB = BENCH MARK DISK
 JE0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0606_SP_SET: CULVERT
 JE0606_STAMPING: J 250 1963
 JE0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0606
 JE0606  HISTORY     - Date     Condition        Report By
 JE0606  HISTORY     - 1963     MONUMENTED       CGS
 JE0606  HISTORY     - 20060901 MARK NOT FOUND   INDIV
 JE0606
 JE0606                          STATION DESCRIPTION
 JE0606
 JE0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0606'1.2 MI W FROM MONTROSE.
 JE0606'ABOUT 0.35 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JE0606'RAILROAD FROM THE STATION AT MONTROSE, THENCE 0.8 MILE WEST
 JE0606'ALONG STATE ROAD K, IN SECTION 15, T 40 N, R 28 W, 0.2 MILE EAST
 JE0606'OF THE MONTROSE CEMETERY, 33 FEET NORTHWEST OF THE CENTER LINE
 JE0606'OF THE INTERSECTION OF THE ROAD AND A GRAVELED ROAD LEADING
 JE0606'NORTH, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 16 FEET
 JE0606'WEST OF THE CENTER LINE OF THE GRAVELED ROAD, ABOUT 1 FOOT BELOW
 JE0606'THE LEVEL OF THE ROADS, AND SET IN THE TOP OF THE NORTH END OF
 JE0606'THE WEST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE
 JE0606'GRAVELED ROAD.
 JE0606
 JE0606                          STATION RECOVERY (2006)
 JE0606
 JE0606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0606'AT THE DESCRIBED LOCATION IS NOW A STEEL CULVERT UNDER THE GRAVEL ROAD
 JE0606'LEADING NORTH.  NO REMAINS OF A CONCRETE CULVERT EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0646 ***********************************************************************
 JE0646  DESIGNATION -  J 251
 JE0646  PID         -  JE0646
 JE0646  STATE/COUNTY-  MO/BATES
 JE0646  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0646
 JE0646                         *CURRENT SURVEY CONTROL
 JE0646  ___________________________________________________________________
 JE0646* NAD 83(1986)-  38 13 07.     (N)    094 16 18.     (W)     SCALED    
 JE0646* NAVD 88     -       276.248  (meters)     906.32   (feet)  ADJUSTED  
 JE0646  ___________________________________________________________________
 JE0646  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0646  DYNAMIC HT  -         276.047 (meters)     905.66  (feet)  COMP
 JE0646  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 JE0646
 JE0646  VERT ORDER  -  SECOND    CLASS 0
 JE0646
 JE0646.The horizontal coordinates were scaled from a topographic map and have
 JE0646.an estimated accuracy of +/- 6 seconds.
 JE0646
 JE0646.The orthometric height was determined by differential leveling
 JE0646.and adjusted by the National Geodetic Survey in June 1991..
 JE0646
 JE0646.The geoid height was determined by GEOID03.
 JE0646
 JE0646.The dynamic height is computed by dividing the NAVD 88
 JE0646.geopotential number by the normal gravity value computed on the
 JE0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0646.degrees latitude (g = 980.6199 gals.).
 JE0646
 JE0646.The modeled gravity was interpolated from observed gravity values.
 JE0646
 JE0646;                    North         East    Units  Estimated Accuracy
 JE0646;SPC MO W     -   227,740.      869,990.      MT  (+/- 180 meters Scaled)
 JE0646
 JE0646                          SUPERSEDED SURVEY CONTROL
 JE0646
 JE0646  NGVD 29 (??/??/92)  276.129  (m)          905.93   (f) ADJ UNCH    2 0
 JE0646
 JE0646.Superseded values are not recommended for survey control.
 JE0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0646.See file dsdata.txt to determine how the superseded data were derived.
 JE0646
 JE0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC886308(NAD 83)
 JE0646_MARKER: DB = BENCH MARK DISK
 JE0646_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0646_SP_SET: 10 1/2 FEET
 JE0646_STAMPING: J 251 1963
 JE0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0646
 JE0646  HISTORY     - Date     Condition        Report By
 JE0646  HISTORY     - 1963     MONUMENTED       CGS
 JE0646  HISTORY     - 19880908 POOR             USPSQD
 JE0646
 JE0646                          STATION DESCRIPTION
 JE0646
 JE0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0646'8.1 MI SE FROM BUTLER.
 JE0646'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0646'THE STATION AT BUTLER, THENCE 0.9 MILE EAST ALONG A GRAVELED
 JE0646'ROAD, THENCE 4.3 MILE EAST ALONG STATE HIGHWAY 52, 114 FEET
 JE0646'SOUTHEAST OF THE CENTER OF A JUNCTION OF THE HIGHWAY AND STATE
 JE0646'ROAD N, 80 FEET EAST OF THE CENTER LINE OF STATE ROAD N, 82
 JE0646'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 47 1/2 FEET SOUTHEAST
 JE0646'OF A POWER POLE, 81 FEET SOUTHWEST OF A CORNER FENCE POST 44
 JE0646'FEET NORTHEAST OF A FENCE CORNER, 1 FOOT NORTHWEST OF A FENCE,
 JE0646'1 1/2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JE0646'THE ROAD, AND ON TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 JE0646'DRIVEN TO A DEPTH OF 10 1/2 FEET AND IS ENCASED IN A 6-INCH
 JE0646'TILE WHICH PROJECTS 4 INCHES.
 JE0646
 JE0646                          STATION RECOVERY (1988)
 JE0646
 JE0646'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCF)
 JE0646'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0349 ***********************************************************************
 JE0349  DESIGNATION -  J 252 RESET
 JE0349  PID         -  JE0349
 JE0349  STATE/COUNTY-  MO/BATES
 JE0349  USGS QUAD   -  ADRIAN (1981)
 JE0349
 JE0349                         *CURRENT SURVEY CONTROL
 JE0349  ___________________________________________________________________
 JE0349* NAD 83(1986)-  38 26 39.     (N)    094 20 34.     (W)     SCALED    
 JE0349* NAVD 88     -       252.08   (meters)     827.0    (feet)  RESET     
 JE0349  ___________________________________________________________________
 JE0349  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0349
 JE0349  VERT ORDER  -  THIRD
 JE0349
 JE0349.The horizontal coordinates were scaled from a topographic map and have
 JE0349.an estimated accuracy of +/- 6 seconds.
 JE0349
 JE0349.The orthometric height was computed from unverified reset data.
 JE0349
 JE0349.The geoid height was determined by GEOID03.
 JE0349
 JE0349;                    North         East    Units  Estimated Accuracy
 JE0349;SPC MO W     -   252,760.      863,730.      MT  (+/- 180 meters Scaled)
 JE0349
 JE0349                          SUPERSEDED SURVEY CONTROL
 JE0349
 JE0349.No superseded survey control is available for this station.
 JE0349
 JE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC828559(NAD 83)
 JE0349_MARKER: DB = BENCH MARK DISK
 JE0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0349_STAMPING: J 252 RESET 1969
 JE0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0349+STABILITY: SURFACE MOTION
 JE0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0349+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 JE0349
 JE0349  HISTORY     - Date     Condition        Report By
 JE0349  HISTORY     - 1969     MONUMENTED       CGS
 JE0349  HISTORY     - 20051126 GOOD             INDIV
 JE0349
 JE0349                          STATION DESCRIPTION
 JE0349
 JE0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JE0349'5 MI NE FROM ADRIAN.
 JE0349'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0349'FROM THE STATION AT ADRAIN, THENCE 0.65 MILE EAST ALONG STATE
 JE0349'ROAD AA, THENCE 1.0 MILE NORTH ALONG U.S. HIGHWAY 71, AT A
 JE0349'ROAD INTERSECTION, 186 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 JE0349'71, 30 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 12 FEET
 JE0349'EAST OF A TELEPHONE POLE, 1 FOOT WEST OF A METAL WITNESS POST,
 JE0349'0.5 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A ROUND CONCRETE
 JE0349'POST WHICH PROJECTS 1 INCH.
 JE0349
 JE0349                          STATION RECOVERY (2005)
 JE0349
 JE0349'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0349'TELEPHONE POLE AND FENCE HAVE BEEN REMOVED.
 JE0349' 
 JE0349'MARK IS 2 FEET EAST OF RIGHT OF WAY FENCE END POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0538 ***********************************************************************
 JE0538  DESIGNATION -  J 253
 JE0538  PID         -  JE0538
 JE0538  STATE/COUNTY-  MO/BATES
 JE0538  USGS QUAD   -  MAIN CITY (1961)
 JE0538
 JE0538                         *CURRENT SURVEY CONTROL
 JE0538  ___________________________________________________________________
 JE0538* NAD 83(1986)-  38 23 43.     (N)    094 27 50.     (W)     SCALED    
 JE0538* NAVD 88     -       275.498  (meters)     903.86   (feet)  ADJUSTED  
 JE0538  ___________________________________________________________________
 JE0538  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0538  DYNAMIC HT  -         275.303 (meters)     903.22  (feet)  COMP
 JE0538  MODELED GRAV-     979,912.5   (mgal)                       NAVD 88
 JE0538
 JE0538  VERT ORDER  -  SECOND    CLASS 0
 JE0538
 JE0538.The horizontal coordinates were scaled from a topographic map and have
 JE0538.an estimated accuracy of +/- 6 seconds.
 JE0538
 JE0538.The orthometric height was determined by differential leveling
 JE0538.and adjusted by the National Geodetic Survey in June 1991..
 JE0538
 JE0538.The geoid height was determined by GEOID03.
 JE0538
 JE0538.The dynamic height is computed by dividing the NAVD 88
 JE0538.geopotential number by the normal gravity value computed on the
 JE0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0538.degrees latitude (g = 980.6199 gals.).
 JE0538
 JE0538.The modeled gravity was interpolated from observed gravity values.
 JE0538
 JE0538;                    North         East    Units  Estimated Accuracy
 JE0538;SPC MO W     -   247,320.      853,150.      MT  (+/- 180 meters Scaled)
 JE0538
 JE0538                          SUPERSEDED SURVEY CONTROL
 JE0538
 JE0538  NGVD 29 (??/??/92)  275.376  (m)          903.46   (f) ADJ UNCH    2 0
 JE0538
 JE0538.Superseded values are not recommended for survey control.
 JE0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0538.See file dsdata.txt to determine how the superseded data were derived.
 JE0538
 JE0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC721506(NAD 83)
 JE0538_MARKER: DB = BENCH MARK DISK
 JE0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0538_SP_SET: CULVERT
 JE0538_STAMPING: J 253 1963
 JE0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0538
 JE0538  HISTORY     - Date     Condition        Report By
 JE0538  HISTORY     - 1963     MONUMENTED       CGS
 JE0538
 JE0538                          STATION DESCRIPTION
 JE0538
 JE0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0538'6.2 MI W FROM ADRIAN.
 JE0538'ABOUT 6.15 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0538'PACIFIC RAILROAD STATION AT ADRIAN, 13 1/2 NORTH OF THE CENTER
 JE0538'LINE OF THE HIGHWAY, 65 YARDS WEST OF THE CENTER LINE OF A PRIVATE
 JE0538'DRIVEWAY, AND SET IN THE TOP OF THE CENTER OF THE NORTH CONCRETE
 JE0538'HEAD WALL OF A LARGE BOX TYPE CONCRETE CULVERT LEVEL WITH THE
 JE0538'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0800 ***********************************************************************
 JE0800  DESIGNATION -  J 254
 JE0800  PID         -  JE0800
 JE0800  STATE/COUNTY-  MO/BATES
 JE0800  USGS QUAD   -  AMORET (1973)
 JE0800
 JE0800                         *CURRENT SURVEY CONTROL
 JE0800  ___________________________________________________________________
 JE0800* NAD 83(1986)-  38 19 31.     (N)    094 31 49.     (W)     SCALED    
 JE0800* NAVD 88     -       267.991  (meters)     879.23   (feet)  ADJUSTED  
 JE0800  ___________________________________________________________________
 JE0800  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JE0800  DYNAMIC HT  -         267.801 (meters)     878.61  (feet)  COMP
 JE0800  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 JE0800
 JE0800  VERT ORDER  -  SECOND    CLASS 0
 JE0800
 JE0800.The horizontal coordinates were scaled from a topographic map and have
 JE0800.an estimated accuracy of +/- 6 seconds.
 JE0800
 JE0800.The orthometric height was determined by differential leveling
 JE0800.and adjusted by the National Geodetic Survey in June 1991..
 JE0800
 JE0800.The geoid height was determined by GEOID03.
 JE0800
 JE0800.The dynamic height is computed by dividing the NAVD 88
 JE0800.geopotential number by the normal gravity value computed on the
 JE0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0800.degrees latitude (g = 980.6199 gals.).
 JE0800
 JE0800.The modeled gravity was interpolated from observed gravity values.
 JE0800
 JE0800;                    North         East    Units  Estimated Accuracy
 JE0800;SPC MO W     -   239,550.      847,350.      MT  (+/- 180 meters Scaled)
 JE0800
 JE0800                          SUPERSEDED SURVEY CONTROL
 JE0800
 JE0800  NGVD 29 (??/??/92)  267.866  (m)          878.82   (f) ADJ UNCH    2 0
 JE0800
 JE0800.Superseded values are not recommended for survey control.
 JE0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0800.See file dsdata.txt to determine how the superseded data were derived.
 JE0800
 JE0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC662430(NAD 83)
 JE0800_MARKER: DB = BENCH MARK DISK
 JE0800_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0800_SP_SET: 10 1/2 FEET
 JE0800_STAMPING: J 254 1963
 JE0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0800
 JE0800  HISTORY     - Date     Condition        Report By
 JE0800  HISTORY     - 1963     MONUMENTED       CGS
 JE0800
 JE0800                          STATION DESCRIPTION
 JE0800
 JE0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0800'4.7 MI SE FROM AMSTERDAM.
 JE0800'ABOUT 0.7 MILE SOUTH ALONG STATE ROAD Y FROM THE POST OFFICE
 JE0800'AT AMSTERDAM, THENCE 3.0 MILES EAST ALONG STATE ROAD J, THENCE
 JE0800'1.0 MILE SOUTH ALONG STATE ROAD J, OR 2.15 MILES WEST ALONG STATE
 JE0800'HIGHWAY 52 FROM THE METHODIST CHURCH AT VIRGINIA, THENCE 4.05
 JE0800'MILES NORTH ALONG STATE ROAD J, 0.6 MILE SOUTH OF MIAMI SCHOOLHOUSE,
 JE0800'84 FEET SOUTHEAST OF THE CENTER OF A ROAD JUNCTION, 73 FEET EAST
 JE0800'OF THE CENTER LINE OF THE ROAD, 41 FEET SOUTH OF THE CENTER
 JE0800'LINE OF STATE ROAD F, 46 1/2 FEET WEST OF A POWER POLE, 2 FEET
 JE0800'WEST OF A CORNER FENCE POST, 1.0 FOOT EAST OF A METAL WITNESS
 JE0800'POST, ABOUT 2.0 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE
 JE0800'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 JE0800'OF 10 1/2 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 5
 JE0800'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1656 ***********************************************************************
 JD1656  DESIGNATION -  J 255
 JD1656  PID         -  JD1656
 JD1656  STATE/COUNTY-  MO/HENRY
 JD1656  USGS QUAD   -  HARTWELL (1981)
 JD1656
 JD1656                         *CURRENT SURVEY CONTROL
 JD1656  ___________________________________________________________________
 JD1656* NAD 83(1986)-  38 26 24.     (N)    093 56 51.     (W)     SCALED    
 JD1656* NAVD 88     -       225.219  (meters)     738.91   (feet)  ADJUSTED  
 JD1656  ___________________________________________________________________
 JD1656  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1656  DYNAMIC HT  -         225.063 (meters)     738.39  (feet)  COMP
 JD1656  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 JD1656
 JD1656  VERT ORDER  -  SECOND    CLASS 0
 JD1656
 JD1656.The horizontal coordinates were scaled from a topographic map and have
 JD1656.an estimated accuracy of +/- 6 seconds.
 JD1656
 JD1656.The orthometric height was determined by differential leveling
 JD1656.and adjusted by the National Geodetic Survey in June 1991..
 JD1656
 JD1656.The geoid height was determined by GEOID03.
 JD1656
 JD1656.The dynamic height is computed by dividing the NAVD 88
 JD1656.geopotential number by the normal gravity value computed on the
 JD1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1656.degrees latitude (g = 980.6199 gals.).
 JD1656
 JD1656.The modeled gravity was interpolated from observed gravity values.
 JD1656
 JD1656;                    North         East    Units  Estimated Accuracy
 JD1656;SPC MO W     -   252,430.      898,230.      MT  (+/- 180 meters Scaled)
 JD1656
 JD1656                          SUPERSEDED SURVEY CONTROL
 JD1656
 JD1656  NGVD 29 (??/??/92)  225.097  (m)          738.51   (f) ADJ UNCH    2 0
 JD1656
 JD1656.Superseded values are not recommended for survey control.
 JD1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1656.See file dsdata.txt to determine how the superseded data were derived.
 JD1656
 JD1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC173550(NAD 83)
 JD1656_MARKER: DB = BENCH MARK DISK
 JD1656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1656_SP_SET: CULVERT
 JD1656_STAMPING: J 255 1963
 JD1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1656
 JD1656  HISTORY     - Date     Condition        Report By
 JD1656  HISTORY     - 1963     MONUMENTED       CGS
 JD1656
 JD1656                          STATION DESCRIPTION
 JD1656
 JD1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1656'3.6 MI SE FROM URICH.
 JD1656'ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE STATE
 JD1656'HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, 0.45 MILE
 JD1656'NORTHWEST OF THE JUNCTION WITH A GRAVELED ROAD LEADING NORTH,
 JD1656'20 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 JD1656'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF THE SOUTHEAST
 JD1656'END OF THE SOUTHWEST CONCRETE HEADWALL OF A DOUBLE CHANNEL
 JD1656'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0181 ***********************************************************************
 JE0181  DESIGNATION -  J 256
 JE0181  PID         -  JE0181
 JE0181  STATE/COUNTY-  MO/CASS
 JE0181  USGS QUAD   -  BELTON (1991)
 JE0181
 JE0181                         *CURRENT SURVEY CONTROL
 JE0181  ___________________________________________________________________
 JE0181* NAD 83(1986)-  38 48 47.     (N)    094 30 12.     (W)     SCALED    
 JE0181* NAVD 88     -       326.127  (meters)    1069.97   (feet)  ADJUSTED  
 JE0181  ___________________________________________________________________
 JE0181  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE0181  DYNAMIC HT  -         325.907 (meters)    1069.25  (feet)  COMP
 JE0181  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 JE0181
 JE0181  VERT ORDER  -  FIRST     CLASS II
 JE0181
 JE0181.The horizontal coordinates were scaled from a topographic map and have
 JE0181.an estimated accuracy of +/- 6 seconds.
 JE0181
 JE0181.The orthometric height was determined by differential leveling
 JE0181.and adjusted by the National Geodetic Survey in June 1991..
 JE0181
 JE0181.The geoid height was determined by GEOID03.
 JE0181
 JE0181.The dynamic height is computed by dividing the NAVD 88
 JE0181.geopotential number by the normal gravity value computed on the
 JE0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0181.degrees latitude (g = 980.6199 gals.).
 JE0181
 JE0181.The modeled gravity was interpolated from observed gravity values.
 JE0181
 JE0181;                    North         East    Units  Estimated Accuracy
 JE0181;SPC MO W     -   293,700.      849,710.      MT  (+/- 180 meters Scaled)
 JE0181
 JE0181                          SUPERSEDED SURVEY CONTROL
 JE0181
 JE0181  NGVD 29 (??/??/92)  326.008  (m)         1069.58   (f) ADJ UNCH    1 2
 JE0181
 JE0181.Superseded values are not recommended for survey control.
 JE0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0181.See file dsdata.txt to determine how the superseded data were derived.
 JE0181
 JE0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC694971(NAD 83)
 JE0181_MARKER: DB = BENCH MARK DISK
 JE0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0181_SP_SET: CULVERT
 JE0181_STAMPING: J 256 1963
 JE0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0181
 JE0181  HISTORY     - Date     Condition        Report By
 JE0181  HISTORY     - 1963     MONUMENTED       CGS
 JE0181
 JE0181                          STATION DESCRIPTION
 JE0181
 JE0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0181'1.6 MI E FROM BELTON.
 JE0181'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 58 FROM THE ASSEMBLY
 JE0181'OF GOD CHURCH AT BELTON, 0.3 MILE NORTH OF A TRUCK STOP AND
 JE0181'CAFE, 148 FEET EAST OF THE CENTER OF THE JUNCTION WITH U.S.
 JE0181'HIGHWAY 71, 118 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 JE0181'71, 23 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 58, ABOUT
 JE0181'1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE CENTER OF
 JE0181'THE TOP OF THE SOUTH CONCRETE HEADWALL OF A NEW BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0313 ***********************************************************************
 JD0313  DESIGNATION -  J 257
 JD0313  PID         -  JD0313
 JD0313  STATE/COUNTY-  MO/MORGAN
 JD0313  USGS QUAD   -  STOVER (1982)
 JD0313
 JD0313                         *CURRENT SURVEY CONTROL
 JD0313  ___________________________________________________________________
 JD0313* NAD 83(1986)-  38 25 37.     (N)    092 54 24.     (W)     SCALED    
 JD0313* NAVD 88     -       319.642  (meters)    1048.69   (feet)  ADJUSTED  
 JD0313  ___________________________________________________________________
 JD0313  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD0313  DYNAMIC HT  -         319.412 (meters)    1047.94  (feet)  COMP
 JD0313  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 JD0313
 JD0313  VERT ORDER  -  SECOND    CLASS 0
 JD0313
 JD0313.The horizontal coordinates were scaled from a topographic map and have
 JD0313.an estimated accuracy of +/- 6 seconds.
 JD0313
 JD0313.The orthometric height was determined by differential leveling
 JD0313.and adjusted by the National Geodetic Survey in June 1991..
 JD0313
 JD0313.The geoid height was determined by GEOID03.
 JD0313
 JD0313.The dynamic height is computed by dividing the NAVD 88
 JD0313.geopotential number by the normal gravity value computed on the
 JD0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0313.degrees latitude (g = 980.6199 gals.).
 JD0313
 JD0313.The modeled gravity was interpolated from observed gravity values.
 JD0313
 JD0313;                    North         East    Units  Estimated Accuracy
 JD0313;SPC MO C     -   287,900.      464,490.      MT  (+/- 180 meters Scaled)
 JD0313
 JD0313                          SUPERSEDED SURVEY CONTROL
 JD0313
 JD0313  NGVD 29 (??/??/92)  319.524  (m)         1048.31   (f) ADJ UNCH    2 0
 JD0313
 JD0313.Superseded values are not recommended for survey control.
 JD0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0313.See file dsdata.txt to determine how the superseded data were derived.
 JD0313
 JD0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC081531(NAD 83)
 JD0313_MARKER: DB = BENCH MARK DISK
 JD0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0313_STAMPING: J 257 1963
 JD0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0313+STABILITY: SURFACE MOTION
 JD0313
 JD0313  HISTORY     - Date     Condition        Report By
 JD0313  HISTORY     - 1963     MONUMENTED       CGS
 JD0313
 JD0313                          STATION DESCRIPTION
 JD0313
 JD0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0313'4 MI W FROM VERSAILLES.
 JD0313'ABOUT 4.05 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0313'RAILROAD FROM THE STATION AT VERSAILLES, OR ABOUT 4.8 MILES
 JD0313'EAST ALONG THE ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION
 JD0313'AT STOVER, 3 POLES WEST OF MILEPOST 181, 54 FEET SOUTH OF THE
 JD0313'SOUTH RAIL, 66 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF
 JD0313'THE RAILROAD AND A GRAVELED ROAD, 33 FEET WEST OF THE CENTER
 JD0313'LINE OF THE GRAVELED ROAD, 18 FEET WEST OF THE MOST NORTHERLY
 JD0313'OF 3 LARGE TREES, 1 FOOT SOUTH OF A FENCE, 2.0 FEET SOUTHWEST
 JD0313'OF A METAL WITNESS POST, ABOUT 16 FEET BELOW THE LEVEL OF THE
 JD0313'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JD0313'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1087 ***********************************************************************
 JD1087  DESIGNATION -  J 258
 JD1087  PID         -  JD1087
 JD1087  STATE/COUNTY-  MO/PETTIS
 JD1087  USGS QUAD   -  IONIA (1973)
 JD1087
 JD1087                         *CURRENT SURVEY CONTROL
 JD1087  ___________________________________________________________________
 JD1087* NAD 83(1986)-  38 36 14.     (N)    093 21 07.     (W)     SCALED    
 JD1087* NAVD 88     -       281.223  (meters)     922.65   (feet)  ADJUSTED  
 JD1087  ___________________________________________________________________
 JD1087  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1087  DYNAMIC HT  -         281.026 (meters)     922.00  (feet)  COMP
 JD1087  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 JD1087
 JD1087  VERT ORDER  -  SECOND    CLASS 0
 JD1087
 JD1087.The horizontal coordinates were scaled from a topographic map and have
 JD1087.an estimated accuracy of +/- 6 seconds.
 JD1087
 JD1087.The orthometric height was determined by differential leveling
 JD1087.and adjusted by the National Geodetic Survey in June 1991..
 JD1087
 JD1087.The geoid height was determined by GEOID03.
 JD1087
 JD1087.The dynamic height is computed by dividing the NAVD 88
 JD1087.geopotential number by the normal gravity value computed on the
 JD1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1087.degrees latitude (g = 980.6199 gals.).
 JD1087
 JD1087.The modeled gravity was interpolated from observed gravity values.
 JD1087
 JD1087;                    North         East    Units  Estimated Accuracy
 JD1087;SPC MO C     -   307,810.      425,790.      MT  (+/- 180 meters Scaled)
 JD1087
 JD1087                          SUPERSEDED SURVEY CONTROL
 JD1087
 JD1087  NGVD 29 (??/??/92)  281.110  (m)          922.28   (f) ADJ UNCH    2 0
 JD1087
 JD1087.Superseded values are not recommended for survey control.
 JD1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1087.See file dsdata.txt to determine how the superseded data were derived.
 JD1087
 JD1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC693728(NAD 83)
 JD1087_MARKER: DB = BENCH MARK DISK
 JD1087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1087_SP_SET: CULVERT
 JD1087_STAMPING: J 258 1963
 JD1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1087
 JD1087  HISTORY     - Date     Condition        Report By
 JD1087  HISTORY     - 1963     MONUMENTED       CGS
 JD1087
 JD1087                          STATION DESCRIPTION
 JD1087
 JD1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1087'4.6 MI NW FROM MANILA.
 JD1087'ABOUT 2.7 MILES NORTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1087'CHURCH AT MANILA, THENCE 0.8 MILE WEST AND 1.15 MILE NORTH ALONG
 JD1087'A GRAVELED ROAD IN SECTION 9, T 44 N, R 22 W, OR 0.1 MILE SOUTH
 JD1087'ALONG STATE HIGHWAY 127 FROM THE POST OFFICE AT GREEN RIDGE,
 JD1087'THENCE 1.5 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 JD1087'RAILROAD, THENCE 1.3 MILES EAST ALONG STATE ROAD B, THENCE 1.95
 JD1087'SOUTH ALONG A GRAVELED ROAD, ABOUT 1.0 FOOT ABOVE THE ROAD, AND
 JD1087'SET IN THE TOP OF THE CENTER OF THE WEST HEAD WALL OF A CONCRETE
 JD1087'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1021 ***********************************************************************
 JD1021  DESIGNATION -  J 259
 JD1021  PID         -  JD1021
 JD1021  STATE/COUNTY-  MO/PETTIS
 JD1021  USGS QUAD   -  SEDALIA WEST (1973)
 JD1021
 JD1021                         *CURRENT SURVEY CONTROL
 JD1021  ___________________________________________________________________
 JD1021* NAD 83(1986)-  38 40 11.     (N)    093 15 06.     (W)     SCALED    
 JD1021* NAVD 88     -       265.317  (meters)     870.46   (feet)  ADJUSTED  
 JD1021  ___________________________________________________________________
 JD1021  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1021  DYNAMIC HT  -         265.135 (meters)     869.86  (feet)  COMP
 JD1021  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 JD1021
 JD1021  VERT ORDER  -  SECOND    CLASS 0
 JD1021
 JD1021.The horizontal coordinates were scaled from a topographic map and have
 JD1021.an estimated accuracy of +/- 6 seconds.
 JD1021
 JD1021.The orthometric height was determined by differential leveling
 JD1021.and adjusted by the National Geodetic Survey in June 1991..
 JD1021
 JD1021.The geoid height was determined by GEOID03.
 JD1021
 JD1021.The dynamic height is computed by dividing the NAVD 88
 JD1021.geopotential number by the normal gravity value computed on the
 JD1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1021.degrees latitude (g = 980.6199 gals.).
 JD1021
 JD1021.The modeled gravity was interpolated from observed gravity values.
 JD1021
 JD1021;                    North         East    Units  Estimated Accuracy
 JD1021;SPC MO C     -   315,040.      434,590.      MT  (+/- 180 meters Scaled)
 JD1021
 JD1021                          SUPERSEDED SURVEY CONTROL
 JD1021
 JD1021  NGVD 29 (??/??/92)  265.218  (m)          870.14   (f) ADJ UNCH    2 0
 JD1021
 JD1021.Superseded values are not recommended for survey control.
 JD1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1021.See file dsdata.txt to determine how the superseded data were derived.
 JD1021
 JD1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC781801(NAD 83)
 JD1021_MARKER: DB = BENCH MARK DISK
 JD1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1021_STAMPING: J 259 1963
 JD1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1021+STABILITY: SURFACE MOTION
 JD1021
 JD1021  HISTORY     - Date     Condition        Report By
 JD1021  HISTORY     - 1963     MONUMENTED       CGS
 JD1021  HISTORY     - 1974     GOOD             NGS
 JD1021
 JD1021                          STATION DESCRIPTION
 JD1021
 JD1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1021'3.7 MI SW FROM SEDALIA.
 JD1021'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOUR, KANSAS AND TEXAS
 JD1021'RAILROAD FROM THE STATION AT SEDALIA, THENCE 1.5 MILES SOUTH
 JD1021'ALONG U.S. HIGHWAY 65, IN SECTION 17, T 45 N, R 21 W, NEAR
 JD1021'THE NORTHWEST CORNER OF A GOLF COURSE, ABOUT 300 FEET SOUTHEAST
 JD1021'AND ACROSS THE HIGHWAY FROM BS CAFE, DUE EAST OF THE STARDUST
 JD1021'MOTEL, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET
 JD1021'NORTH OF A POWER POLE, 1 1/2 FEET WEST OF A FENCE, 1.3 FEET SOUTH
 JD1021'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 JD1021'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JD1021
 JD1021                          STATION RECOVERY (1974)
 JD1021
 JD1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JD1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1022 ***********************************************************************
 JD1022  DESIGNATION -  J 259 RESET
 JD1022  PID         -  JD1022
 JD1022  STATE/COUNTY-  MO/PETTIS
 JD1022  USGS QUAD   -  SEDALIA WEST (1973)
 JD1022
 JD1022                         *CURRENT SURVEY CONTROL
 JD1022  ___________________________________________________________________
 JD1022* NAD 83(1986)-  38 40 11.     (N)    093 15 06.     (W)     SCALED    
 JD1022* NAVD 88     -       265.26   (meters)     870.3    (feet)  RESET     
 JD1022  ___________________________________________________________________
 JD1022  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1022
 JD1022  VERT ORDER  -  THIRD
 JD1022
 JD1022.The horizontal coordinates were scaled from a topographic map and have
 JD1022.an estimated accuracy of +/- 6 seconds.
 JD1022
 JD1022.The orthometric height was computed from unverified reset data.
 JD1022.No vertical observational check was made to the station.
 JD1022
 JD1022.The geoid height was determined by GEOID03.
 JD1022
 JD1022;                    North         East    Units  Estimated Accuracy
 JD1022;SPC MO C     -   315,040.      434,590.      MT  (+/- 180 meters Scaled)
 JD1022
 JD1022                          SUPERSEDED SURVEY CONTROL
 JD1022
 JD1022  NGVD 29 (02/22/06)  265.16   (m)          869.9    (f) RESET       3  
 JD1022
 JD1022.Superseded values are not recommended for survey control.
 JD1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1022.See file dsdata.txt to determine how the superseded data were derived.
 JD1022
 JD1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC781801(NAD 83)
 JD1022_MARKER: DB = BENCH MARK DISK
 JD1022_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JD1022+WITH SETTING: INTO GROUND
 JD1022_STAMPING: J 259 RESET 1974
 JD1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1022+STABILITY: SURFACE MOTION
 JD1022
 JD1022  HISTORY     - Date     Condition        Report By
 JD1022  HISTORY     - 1974     MONUMENTED       NGS
 JD1022
 JD1022                          STATION DESCRIPTION
 JD1022
 JD1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JD1022'3.1 MI SW FROM SEDALIA.
 JD1022'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1022'RAILROAD FROM THE STATION AT SEDALIA, THENCE 1.4 MILES SOUTH
 JD1022'ALONG U.S. HIGHWAY 65, 6 FEET NORTH OF A POWER POLE WITH TRANSFORMERS
 JD1022'ATTACHED, 1 FOOT SOUTH OF A METAL WITNESS POST, DUE EAST ACROSS
 JD1022'HIGHWAY 65 FROM THE STARDUST MOTEL AND ON THE EAST RIGHT-OF-WAY
 JD1022'OF HIGHWAY 65.  A STANDARD BENCH MARK DISK, CRIMPED TO THE
 JD1022'TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED
 JD1022'AT THE BOTTOM, ENCASED IN A 6-INCH CLAY TILE FILLED WITH
 JD1022'GRAVEL AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1741 ***********************************************************************
 JD1741  DESIGNATION -  J 26 OWA
 JD1741  PID         -  JD1741
 JD1741  STATE/COUNTY-  MO/ST CLAIR
 JD1741  USGS QUAD   -  TABERVILLE (1991)
 JD1741
 JD1741                         *CURRENT SURVEY CONTROL
 JD1741  ___________________________________________________________________
 JD1741* NAD 83(1986)-  38 06 08.     (N)    093 59 58.     (W)     SCALED    
 JD1741* NAVD 88     -       256.372  (meters)     841.11   (feet)  ADJUSTED  
 JD1741  ___________________________________________________________________
 JD1741  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JD1741  DYNAMIC HT  -         256.185 (meters)     840.50  (feet)  COMP
 JD1741  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 JD1741
 JD1741  VERT ORDER  -  SECOND    CLASS 0
 JD1741
 JD1741.The horizontal coordinates were scaled from a topographic map and have
 JD1741.an estimated accuracy of +/- 6 seconds.
 JD1741
 JD1741.The orthometric height was determined by differential leveling
 JD1741.and adjusted by the National Geodetic Survey in June 1991..
 JD1741
 JD1741.The geoid height was determined by GEOID03.
 JD1741
 JD1741.The dynamic height is computed by dividing the NAVD 88
 JD1741.geopotential number by the normal gravity value computed on the
 JD1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1741.degrees latitude (g = 980.6199 gals.).
 JD1741
 JD1741.The modeled gravity was interpolated from observed gravity values.
 JD1741
 JD1741;                    North         East    Units  Estimated Accuracy
 JD1741;SPC MO W     -   214,910.      893,900.      MT  (+/- 180 meters Scaled)
 JD1741
 JD1741                          SUPERSEDED SURVEY CONTROL
 JD1741
 JD1741  NGVD 29 (??/??/92)  256.271  (m)          840.78   (f) ADJ UNCH    2 0
 JD1741
 JD1741.Superseded values are not recommended for survey control.
 JD1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1741.See file dsdata.txt to determine how the superseded data were derived.
 JD1741
 JD1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC123176(NAD 83)
 JD1741_MARKER: DD = SURVEY DISK
 JD1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1741_STAMPING: J 26 OWA 295 1934 842 1934
 JD1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1741+STABILITY: SURFACE MOTION
 JD1741
 JD1741  HISTORY     - Date     Condition        Report By
 JD1741  HISTORY     - 1934     MONUMENTED       USGS
 JD1741  HISTORY     - 1965     GOOD             NGS
 JD1741
 JD1741                          STATION DESCRIPTION
 JD1741
 JD1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 JD1741'5.8 MI SW FROM JOHNSON CITY.
 JD1741'ABOUT 2.0 MILES WEST ALONG A GRAVELED ROAD FROM THE C.L. PIEPMEIER
 JD1741'STORE AT JOHNSON CITY, THENCE 0.2 MILE NORTH ALONG A GRAVELED
 JD1741'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.55
 JD1741'MILES SOUTH ALONG STATE ROAD H, OR 3.5 MILES NORTHEAST ALONG
 JD1741'THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT ROCKVILLE,
 JD1741'THENCE 1.25 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 JD1741'SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES EAST ALONG A
 JD1741'GRAVELED ROAD, 53 FEET NORTHEAST OF THE CENTER LINE OF THE
 JD1741'INTERSECTION WITH AN EAST-WEST GRAVELED ROAD, 46 FEET EAST
 JD1741'OF THE CENTER LINE OF STATE ROAD H, 27 FEET NORTH OF THE CENTER
 JD1741'LINE OF THE GRAVELED ROAD, 21 1/2 FEET SOUTH OF AN OFF SET IN A
 JD1741'FENCE LINE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 JD1741'3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD1741'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1507 ***********************************************************************
 JD1507  DESIGNATION -  J 260
 JD1507  PID         -  JD1507
 JD1507  STATE/COUNTY-  MO/ST CLAIR
 JD1507  USGS QUAD   -  LOWRY CITY (1991)
 JD1507
 JD1507                         *CURRENT SURVEY CONTROL
 JD1507  ___________________________________________________________________
 JD1507* NAD 83(1986)-  38 10 17.     (N)    093 43 36.     (W)     SCALED    
 JD1507* NAVD 88     -       265.256  (meters)     870.26   (feet)  ADJUSTED  
 JD1507  ___________________________________________________________________
 JD1507  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JD1507  DYNAMIC HT  -         265.066 (meters)     869.64  (feet)  COMP
 JD1507  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 JD1507
 JD1507  VERT ORDER  -  SECOND    CLASS 0
 JD1507
 JD1507.The horizontal coordinates were scaled from a topographic map and have
 JD1507.an estimated accuracy of +/- 6 seconds.
 JD1507
 JD1507.The orthometric height was determined by differential leveling
 JD1507.and adjusted by the National Geodetic Survey in June 1991..
 JD1507
 JD1507.The geoid height was determined by GEOID03.
 JD1507
 JD1507.The dynamic height is computed by dividing the NAVD 88
 JD1507.geopotential number by the normal gravity value computed on the
 JD1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1507.degrees latitude (g = 980.6199 gals.).
 JD1507
 JD1507.The modeled gravity was interpolated from observed gravity values.
 JD1507
 JD1507;                    North         East    Units  Estimated Accuracy
 JD1507;SPC MO W     -   222,760.      917,760.      MT  (+/- 180 meters Scaled)
 JD1507
 JD1507                          SUPERSEDED SURVEY CONTROL
 JD1507
 JD1507  NGVD 29 (??/??/92)  265.139  (m)          869.88   (f) ADJ UNCH    2 0
 JD1507
 JD1507.Superseded values are not recommended for survey control.
 JD1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1507.See file dsdata.txt to determine how the superseded data were derived.
 JD1507
 JD1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC363250(NAD 83)
 JD1507_MARKER: DB = BENCH MARK DISK
 JD1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1507_STAMPING: J 260 1962
 JD1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1507+STABILITY: SURFACE MOTION
 JD1507
 JD1507  HISTORY     - Date     Condition        Report By
 JD1507  HISTORY     - 1962     MONUMENTED       CGS
 JD1507
 JD1507                          STATION DESCRIPTION
 JD1507
 JD1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1507'2.2 MI N FROM LOWRY CITY.
 JD1507'ABOUT 2.15 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1507'FROM THE STATION AT LOWRY CITY, AT A PRIVATE ROAD CROSSING, 2
 JD1507'POLES SOUTH OF MILEPOST 105, 48 FEET WEST OF THE WEST RAIL, 54
 JD1507'FEET NORTHWEST OF THE CENTER OF THE PRIVATE ROAD CROSSING, 27
 JD1507'FEET NORTH OF THE CENTER LINE OF THE ROAD AND AN IRON FRAME GATE,
 JD1507'1 1/2 FEET EAST OF A FENCE, 27 FEET SOUTHWEST OF A TELEPHONE POLE,
 JD1507'2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD1507'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0370 ***********************************************************************
 JE0370  DESIGNATION -  J 261
 JE0370  PID         -  JE0370
 JE0370  STATE/COUNTY-  MO/ST CLAIR
 JE0370  USGS QUAD   -  APPLETON CITY (1981)
 JE0370
 JE0370                         *CURRENT SURVEY CONTROL
 JE0370  ___________________________________________________________________
 JE0370* NAD 83(1986)-  38 10 33.     (N)    094 02 07.     (W)     SCALED    
 JE0370* NAVD 88     -       259.716  (meters)     852.08   (feet)  ADJUSTED  
 JE0370  ___________________________________________________________________
 JE0370  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE0370  DYNAMIC HT  -         259.528 (meters)     851.47  (feet)  COMP
 JE0370  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 JE0370
 JE0370  VERT ORDER  -  SECOND    CLASS 0
 JE0370
 JE0370.The horizontal coordinates were scaled from a topographic map and have
 JE0370.an estimated accuracy of +/- 6 seconds.
 JE0370
 JE0370.The orthometric height was determined by differential leveling
 JE0370.and adjusted by the National Geodetic Survey in June 1991..
 JE0370
 JE0370.The geoid height was determined by GEOID03.
 JE0370
 JE0370.The dynamic height is computed by dividing the NAVD 88
 JE0370.geopotential number by the normal gravity value computed on the
 JE0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0370.degrees latitude (g = 980.6199 gals.).
 JE0370
 JE0370.The modeled gravity was interpolated from observed gravity values.
 JE0370
 JE0370;                    North         East    Units  Estimated Accuracy
 JE0370;SPC MO W     -   223,070.      890,720.      MT  (+/- 180 meters Scaled)
 JE0370
 JE0370                          SUPERSEDED SURVEY CONTROL
 JE0370
 JE0370  NGVD 29 (??/??/92)  259.617  (m)          851.76   (f) ADJ UNCH    2 0
 JE0370
 JE0370.Superseded values are not recommended for survey control.
 JE0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0370.See file dsdata.txt to determine how the superseded data were derived.
 JE0370
 JE0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC093258(NAD 83)
 JE0370_MARKER: DB = BENCH MARK DISK
 JE0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0370_STAMPING: J 261 1962
 JE0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0370+STABILITY: SURFACE MOTION
 JE0370
 JE0370  HISTORY     - Date     Condition        Report By
 JE0370  HISTORY     - 1962     MONUMENTED       CGS
 JE0370  HISTORY     - 20060826 POOR             INDIV
 JE0370
 JE0370                          STATION DESCRIPTION
 JE0370
 JE0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JE0370'1 MI S FROM APPLETON CITY.
 JE0370'ABOUT 1.0 MILE SOUTH ALONG THE MISSOURI, KANSAS AND TEXAS
 JE0370'RAILROAD FROM THE STATION AT APPLETON CITY, 8 1/2 POLES NORTH
 JE0370'OF MILEPOST 287, AT THE CROSSING OF THE RAILROAD AND A ROAD,
 JE0370'44 FEET WEST OF THE WEST RAIL, 81 FEET SOUTHWEST OF THE CENTER
 JE0370'OF THE ROAD CROSSING, 55 FEET SOUTH OF THE CENTER LINE OF THE
 JE0370'ROAD, 2 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A METAL WITNESS
 JE0370'POST, AND SET IN THE TOP OF A CONCRETE POST.
 JE0370
 JE0370                          STATION RECOVERY (2006)
 JE0370
 JE0370'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0370'THE TOP OF THE CONCRETE POST HAS BEEN HIT AND CRUMBLED AWAY ON THE
 JE0370'EAST TOP EDGE.  THE DISC HAS BEEN SHEARED OFF.  THE STEM REMAINS
 JE0370'SECURE IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0163 ***********************************************************************
 HE0163  DESIGNATION -  J 262
 HE0163  PID         -  HE0163
 HE0163  STATE/COUNTY-  MO/VERNON
 HE0163  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0163
 HE0163                         *CURRENT SURVEY CONTROL
 HE0163  ___________________________________________________________________
 HE0163* NAD 83(1986)-  37 48 24.     (N)    094 05 22.     (W)     SCALED    
 HE0163* NAVD 88     -       256.193  (meters)     840.53   (feet)  ADJUSTED  
 HE0163  ___________________________________________________________________
 HE0163  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HE0163  DYNAMIC HT  -         256.002 (meters)     839.90  (feet)  COMP
 HE0163  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 HE0163
 HE0163  VERT ORDER  -  SECOND    CLASS 0
 HE0163
 HE0163.The horizontal coordinates were scaled from a topographic map and have
 HE0163.an estimated accuracy of +/- 6 seconds.
 HE0163
 HE0163.The orthometric height was determined by differential leveling
 HE0163.and adjusted by the National Geodetic Survey in June 1991..
 HE0163
 HE0163.The geoid height was determined by GEOID03.
 HE0163
 HE0163.The dynamic height is computed by dividing the NAVD 88
 HE0163.geopotential number by the normal gravity value computed on the
 HE0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0163.degrees latitude (g = 980.6199 gals.).
 HE0163
 HE0163.The modeled gravity was interpolated from observed gravity values.
 HE0163
 HE0163;                    North         East    Units  Estimated Accuracy
 HE0163;SPC MO W     -   182,070.      886,150.      MT  (+/- 180 meters Scaled)
 HE0163
 HE0163                          SUPERSEDED SURVEY CONTROL
 HE0163
 HE0163  NGVD 29 (??/??/92)  256.090  (m)          840.19   (f) ADJ UNCH    2 0
 HE0163
 HE0163.Superseded values are not recommended for survey control.
 HE0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0163.See file dsdata.txt to determine how the superseded data were derived.
 HE0163
 HE0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB040849(NAD 83)
 HE0163_MARKER: DB = BENCH MARK DISK
 HE0163_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HE0163_SP_SET: 8 FEET
 HE0163_STAMPING: J 262 1963
 HE0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0163
 HE0163  HISTORY     - Date     Condition        Report By
 HE0163  HISTORY     - 1963     MONUMENTED       CGS
 HE0163
 HE0163                          STATION DESCRIPTION
 HE0163
 HE0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HE0163'6.2 MI SE FROM DEDERICK.
 HE0163'ABOUT 0.15 MILES SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN CHURCH
 HE0163'AT DEDERICK, THENCE 0.2 MILES WEST ALONG U.S. HIGHWAY 54, THENCE
 HE0163'1.1 MILES SOUTH ALONG STATE ROAD K, THENCE 1.5 MILES EAST ALONG
 HE0163'A DIRT ROAD, THENCE 1.25 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 HE0163'THENCE 1.0 MILES SOUTH ALONG A GRAVELED ROAD THENCE 0.5 MILE EAST
 HE0163'AND 0.5 MILES SOUTH ALONG A DIRT ROAD AND AT A 90 DEGREE TURN
 HE0163'IN THE ROAD, 9 FEET NORTH OF CENTER LINE OF THE ROAD EAST, 14
 HE0163'FEET SOUTH OF CENTER LINE OF THE ROAD NORTH, 7 FEET SOUTH OF
 HE0163'A POWER POLE, 1 FOOT EAST OF A FENCE, 27 FEET SOUTHWEST OF THE
 HE0163'CENTER LINE OF CURVE, 1.3 FEET NORTH OF A METAL WITNESS POST,
 HE0163'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 HE0163'COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED
 HE0163'IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1718 ***********************************************************************
 JD1718  DESIGNATION -  J 263
 JD1718  PID         -  JD1718
 JD1718  STATE/COUNTY-  MO/ST CLAIR
 JD1718  USGS QUAD   -  OHIO (1961)
 JD1718
 JD1718                         *CURRENT SURVEY CONTROL
 JD1718  ___________________________________________________________________
 JD1718* NAD 83(1986)-  38 11 30.     (N)    093 51 00.     (W)     SCALED    
 JD1718* NAVD 88     -       249.636  (meters)     819.01   (feet)  ADJUSTED  
 JD1718  ___________________________________________________________________
 JD1718  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD1718  DYNAMIC HT  -         249.458 (meters)     818.43  (feet)  COMP
 JD1718  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 JD1718
 JD1718  VERT ORDER  -  SECOND    CLASS 0
 JD1718
 JD1718.The horizontal coordinates were scaled from a topographic map and have
 JD1718.an estimated accuracy of +/- 6 seconds.
 JD1718
 JD1718.The orthometric height was determined by differential leveling
 JD1718.and adjusted by the National Geodetic Survey in June 1991..
 JD1718
 JD1718.The geoid height was determined by GEOID03.
 JD1718
 JD1718.The dynamic height is computed by dividing the NAVD 88
 JD1718.geopotential number by the normal gravity value computed on the
 JD1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1718.degrees latitude (g = 980.6199 gals.).
 JD1718
 JD1718.The modeled gravity was interpolated from observed gravity values.
 JD1718
 JD1718;                    North         East    Units  Estimated Accuracy
 JD1718;SPC MO W     -   224,920.      906,940.      MT  (+/- 180 meters Scaled)
 JD1718
 JD1718                          SUPERSEDED SURVEY CONTROL
 JD1718
 JD1718  NGVD 29 (??/??/92)  249.530  (m)          818.67   (f) ADJ UNCH    2 0
 JD1718
 JD1718.Superseded values are not recommended for survey control.
 JD1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1718.See file dsdata.txt to determine how the superseded data were derived.
 JD1718
 JD1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC255274(NAD 83)
 JD1718_MARKER: DB = BENCH MARK DISK
 JD1718_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1718_SP_SET: 2 FEET
 JD1718_STAMPING: J 263 1963
 JD1718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1718
 JD1718  HISTORY     - Date     Condition        Report By
 JD1718  HISTORY     - 1963     MONUMENTED       CGS
 JD1718
 JD1718                          STATION DESCRIPTION
 JD1718
 JD1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1718'10.8 MI E FROM APPLETON CITY.
 JD1718'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE
 JD1718'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JD1718'0.25 MILE SOUTH ALONG STATE ROAD A, THENCE 4.0 MILE EAST ALONG
 JD1718'STATE ROAD AA, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD,
 JD1718'THENCE 3.95 MILES EAST ALONG A GRAVELED ROAD, OR 5.1 MILES NORTH
 JD1718'ALONG THE ST. LOUIS AND SAN FRANCISCO RAILWAY STATION AT LOWERY
 JD1718'CITY, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY 13, THENCE 1.85
 JD1718'MILES WEST ALONG A GRAVELED ROAD, THENCE 1.8 MILES SOUTH ALONG
 JD1718'A GRAVELED ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD,
 JD1718'AT JUNCTION OF STATE ROAD FF, 30 FEET NORTH OF THE CENTER LINE OF
 JD1718'ROAD WEST, 39 FEET WEST OF THE CENTER LINE OF STATE ROAD FF, 49
 JD1718'FEET NORTHWEST OF THE CENTER OF INTERSECTION, 6 FEET SOUTH OF A
 JD1718'TELEPHONE POLE 8 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET EAST
 JD1718'OF A FENCE, 1.0 FEET NROTH OF A METAL WITNESS POST, ABOUT 2 FEET
 JD1718'ABOVE THE LEVEL OF THE ROAD, AND WELDED ON THE TOP OF A 3 INCH
 JD1718'IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0629 ***********************************************************************
 JE0629  DESIGNATION -  J 264
 JE0629  PID         -  JE0629
 JE0629  STATE/COUNTY-  MO/BATES
 JE0629  USGS QUAD   -  PLEASANT GAP (1961)
 JE0629
 JE0629                         *CURRENT SURVEY CONTROL
 JE0629  ___________________________________________________________________
 JE0629* NAD 83(1986)-  38 12 59.     (N)    094 09 29.     (W)     SCALED    
 JE0629* NAVD 88     -       288.026  (meters)     944.97   (feet)  ADJUSTED  
 JE0629  ___________________________________________________________________
 JE0629  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0629  DYNAMIC HT  -         287.816 (meters)     944.28  (feet)  COMP
 JE0629  MODELED GRAV-     979,892.8   (mgal)                       NAVD 88
 JE0629
 JE0629  VERT ORDER  -  SECOND    CLASS 0
 JE0629
 JE0629.The horizontal coordinates were scaled from a topographic map and have
 JE0629.an estimated accuracy of +/- 6 seconds.
 JE0629
 JE0629.The orthometric height was determined by differential leveling
 JE0629.and adjusted by the National Geodetic Survey in June 1991..
 JE0629
 JE0629.The geoid height was determined by GEOID03.
 JE0629
 JE0629.The dynamic height is computed by dividing the NAVD 88
 JE0629.geopotential number by the normal gravity value computed on the
 JE0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0629.degrees latitude (g = 980.6199 gals.).
 JE0629
 JE0629.The modeled gravity was interpolated from observed gravity values.
 JE0629
 JE0629;                    North         East    Units  Estimated Accuracy
 JE0629;SPC MO W     -   227,520.      879,940.      MT  (+/- 180 meters Scaled)
 JE0629
 JE0629                          SUPERSEDED SURVEY CONTROL
 JE0629
 JE0629  NGVD 29 (??/??/92)  287.918  (m)          944.61   (f) ADJ UNCH    2 0
 JE0629
 JE0629.Superseded values are not recommended for survey control.
 JE0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0629.See file dsdata.txt to determine how the superseded data were derived.
 JE0629
 JE0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC986304(NAD 83)
 JE0629_MARKER: DB = BENCH MARK DISK
 JE0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0629_SP_SET: CULVERT
 JE0629_STAMPING: J 264 1963
 JE0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0629
 JE0629  HISTORY     - Date     Condition        Report By
 JE0629  HISTORY     - 1963     MONUMENTED       CGS
 JE0629  HISTORY     - 20060826 GOOD             INDIV
 JE0629
 JE0629                          STATION DESCRIPTION
 JE0629
 JE0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0629'4.8 MI SE FROM SPRUCE.
 JE0629'ABOUT 0.3 MILE WEST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0629'CHURCH AT SPRUCE, THENCE 4.5 MILES SOUTHWEST ALONG A WINDING
 JE0629'GRAVELED ROAD, OR 3.1 MILES NORTH ALONG STATE ROAD O FROM THE
 JE0629'CHRISTIAN CHURCH AT PLEASANT GAP, THENCE 1.2 MILES WEST ALONG
 JE0629'A GRAVELED ROAD, AT THE JUNCTION OF THE ROAD AND STATE HIGHWAY
 JE0629'52, 26 FEET NORTH OF THE CENTER LINE OF HIGHWAY 52, 30 FEET
 JE0629'WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, ABOUT 1 FOOT
 JE0629'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHWEST
 JE0629'END OF THE NORTHWEST HEADWALL OF A CONCRETE BOX CULVERT.
 JE0629
 JE0629                          STATION RECOVERY (2006)
 JE0629
 JE0629'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0629'THE BOX CULVERT RUNS UNDER THE HIGHWAY AT AN ANGLE FROM NORTHWEST TO
 JE0629'THE SOUTHEAST.  THE HEADWALL IS NOW ABOUT 2 FEET BELOW THE LEVEL OF
 JE0629'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0675 ***********************************************************************
 JE0675  DESIGNATION -  J 265
 JE0675  PID         -  JE0675
 JE0675  STATE/COUNTY-  MO/BATES
 JE0675  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0675
 JE0675                         *CURRENT SURVEY CONTROL
 JE0675  ___________________________________________________________________
 JE0675* NAD 83(1986)-  38 12 39.     (N)    094 18 51.     (W)     SCALED    
 JE0675* NAVD 88     -       244.131  (meters)     800.95   (feet)  ADJUSTED  
 JE0675  ___________________________________________________________________
 JE0675  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0675  DYNAMIC HT  -         243.953 (meters)     800.37  (feet)  COMP
 JE0675  MODELED GRAV-     979,897.2   (mgal)                       NAVD 88
 JE0675
 JE0675  VERT ORDER  -  SECOND    CLASS 0
 JE0675
 JE0675.The horizontal coordinates were scaled from a topographic map and have
 JE0675.an estimated accuracy of +/- 6 seconds.
 JE0675
 JE0675.The orthometric height was determined by differential leveling
 JE0675.and adjusted by the National Geodetic Survey in June 1991..
 JE0675
 JE0675.The geoid height was determined by GEOID03.
 JE0675
 JE0675.The dynamic height is computed by dividing the NAVD 88
 JE0675.geopotential number by the normal gravity value computed on the
 JE0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0675.degrees latitude (g = 980.6199 gals.).
 JE0675
 JE0675.The modeled gravity was interpolated from observed gravity values.
 JE0675
 JE0675;                    North         East    Units  Estimated Accuracy
 JE0675;SPC MO W     -   226,870.      866,270.      MT  (+/- 180 meters Scaled)
 JE0675
 JE0675                          SUPERSEDED SURVEY CONTROL
 JE0675
 JE0675  NGVD 29 (??/??/92)  244.012  (m)          800.56   (f) ADJ UNCH    2 0
 JE0675
 JE0675.Superseded values are not recommended for survey control.
 JE0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0675.See file dsdata.txt to determine how the superseded data were derived.
 JE0675
 JE0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC849300(NAD 83)
 JE0675_MARKER: DB = BENCH MARK DISK
 JE0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0675_SP_SET: BRIDGE
 JE0675_STAMPING: J 265 1963
 JE0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0675
 JE0675  HISTORY     - Date     Condition        Report By
 JE0675  HISTORY     - 1963     MONUMENTED       CGS
 JE0675
 JE0675                          STATION DESCRIPTION
 JE0675
 JE0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0675'6.5 MI SE FROM BUTLER.
 JE0675'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0675'FROM THE STATION AT BUTLER, THENCE 0.9 MILE EAST ALONG A GRAVELED
 JE0675'ROAD, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 52, THENCE 0.7
 JE0675'MILE SOUTH ALONG STATE ROAD YY, 13 FEET WEST OF THE CENTER LINE
 JE0675'OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 JE0675'THE NORTHWEST END OF THE NORTHWEST WINGWALL OF A SMALL CONCRETE
 JE0675'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0032 ***********************************************************************
 JE0032  DESIGNATION -  J 266
 JE0032  PID         -  JE0032
 JE0032  STATE/COUNTY-  MO/CASS
 JE0032  USGS QUAD   -  HARRISONVILLE (1981)
 JE0032
 JE0032                         *CURRENT SURVEY CONTROL
 JE0032  ___________________________________________________________________
 JE0032* NAD 83(1986)-  38 39 41.     (N)    094 20 56.     (W)     SCALED    
 JE0032* NAVD 88     -       277.199  (meters)     909.44   (feet)  ADJUSTED  
 JE0032  ___________________________________________________________________
 JE0032  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE0032  DYNAMIC HT  -         277.009 (meters)     908.82  (feet)  COMP
 JE0032  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 JE0032
 JE0032  VERT ORDER  -  FIRST     CLASS II
 JE0032
 JE0032.The horizontal coordinates were scaled from a topographic map and have
 JE0032.an estimated accuracy of +/- 6 seconds.
 JE0032
 JE0032.The orthometric height was determined by differential leveling
 JE0032.and adjusted by the National Geodetic Survey in June 1991..
 JE0032
 JE0032.The geoid height was determined by GEOID03.
 JE0032
 JE0032.The dynamic height is computed by dividing the NAVD 88
 JE0032.geopotential number by the normal gravity value computed on the
 JE0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0032.degrees latitude (g = 980.6199 gals.).
 JE0032
 JE0032.The modeled gravity was interpolated from observed gravity values.
 JE0032
 JE0032;                    North         East    Units  Estimated Accuracy
 JE0032;SPC MO W     -   276,870.      863,150.      MT  (+/- 180 meters Scaled)
 JE0032
 JE0032                          SUPERSEDED SURVEY CONTROL
 JE0032
 JE0032  NGVD 29 (??/??/92)  277.084  (m)          909.07   (f) ADJ UNCH    1 2
 JE0032
 JE0032.Superseded values are not recommended for survey control.
 JE0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0032.See file dsdata.txt to determine how the superseded data were derived.
 JE0032
 JE0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC826800(NAD 83)
 JE0032_MARKER: DB = BENCH MARK DISK
 JE0032_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0032_SP_SET: 13 FEET
 JE0032_STAMPING: J 266 1963
 JE0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0032
 JE0032  HISTORY     - Date     Condition        Report By
 JE0032  HISTORY     - 1963     MONUMENTED       CGS
 JE0032  HISTORY     - 19961001 POOR             MOHC
 JE0032  HISTORY     - 20041210 POOR             GEOCAC
 JE0032
 JE0032                          STATION DESCRIPTION
 JE0032
 JE0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0032'AT HARRISONVILLE.
 JE0032'AT HARRISONVILLE, ON THE MISSOURI PACIFIC RAILROAD AT THE
 JE0032'STATION, IN SECTION 4, T 44 N, R 31 W, AT A CROSSING OF NORTH
 JE0032'INDEPENDENCE STREET AND THE RAILROAD, 6 POLES WEST OF MILE POST
 JE0032'258-30, 162 FEET WEST OF THE NORTHWEST CORNER OF THE STATION,
 JE0032'21 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 76 FEET WEST
 JE0032'OF THE CENTER LINE OF INDEPENDENCE STREET, 2 1/2 FEET SOUTH OF
 JE0032'A TELEPHONE POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 JE0032'LEVEL WITH THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JE0032'ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET AND ENCASED IN A 6-INCH
 JE0032'TILE WHICH PROJECTS 6 INCHES.
 JE0032
 JE0032                          STATION RECOVERY (1996)
 JE0032
 JE0032'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1996 (MP)
 JE0032'MARK RECOVERED IN POOR CONDITION.
 JE0032
 JE0032                          STATION RECOVERY (2004)
 JE0032
 JE0032'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 JE0032'6-INCH TILE HAS BEEN DISTROYED.  COPPER COATED ROD IS SLIGHTLY BENT
 JE0032'AND BENCHMARK DISC IS BENT BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0544 ***********************************************************************
 JE0544  DESIGNATION -  J 267
 JE0544  PID         -  JE0544
 JE0544  STATE/COUNTY-  MO/BATES
 JE0544  USGS QUAD   -  VIRGINIA (1961)
 JE0544
 JE0544                         *CURRENT SURVEY CONTROL
 JE0544  ___________________________________________________________________
 JE0544* NAD 83(1986)-  38 15 54.     (N)    094 27 37.     (W)     SCALED    
 JE0544* NAVD 88     -       267.385  (meters)     877.25   (feet)  ADJUSTED  
 JE0544  ___________________________________________________________________
 JE0544  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JE0544  DYNAMIC HT  -         267.194 (meters)     876.62  (feet)  COMP
 JE0544  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 JE0544
 JE0544  VERT ORDER  -  SECOND    CLASS 0
 JE0544
 JE0544.The horizontal coordinates were scaled from a topographic map and have
 JE0544.an estimated accuracy of +/- 6 seconds.
 JE0544
 JE0544.The orthometric height was determined by differential leveling
 JE0544.and adjusted by the National Geodetic Survey in June 1991..
 JE0544
 JE0544.The geoid height was determined by GEOID03.
 JE0544
 JE0544.The dynamic height is computed by dividing the NAVD 88
 JE0544.geopotential number by the normal gravity value computed on the
 JE0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0544.degrees latitude (g = 980.6199 gals.).
 JE0544
 JE0544.The modeled gravity was interpolated from observed gravity values.
 JE0544
 JE0544;                    North         East    Units  Estimated Accuracy
 JE0544;SPC MO W     -   232,860.      853,480.      MT  (+/- 180 meters Scaled)
 JE0544
 JE0544                          SUPERSEDED SURVEY CONTROL
 JE0544
 JE0544  NGVD 29 (??/??/92)  267.263  (m)          876.85   (f) ADJ UNCH    2 0
 JE0544
 JE0544.Superseded values are not recommended for survey control.
 JE0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0544.See file dsdata.txt to determine how the superseded data were derived.
 JE0544
 JE0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC722362(NAD 83)
 JE0544_MARKER: DB = BENCH MARK DISK
 JE0544_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0544+WITH SETTING: INTO GROUND
 JE0544_STAMPING: J 267 1963
 JE0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0544+STABILITY: SURFACE MOTION
 JE0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0544+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 JE0544
 JE0544  HISTORY     - Date     Condition        Report By
 JE0544  HISTORY     - 1963     MONUMENTED       CGS
 JE0544  HISTORY     - 20050409 GOOD             INDIV
 JE0544
 JE0544                          STATION DESCRIPTION
 JE0544
 JE0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0544'1.8 MI E FROM VIRGINIA.
 JE0544'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0544'CHURCH AT VIRGINIA, AT A ROAD INTERSECTION, 54 FEET SOUTH OF
 JE0544'THE CENTER LINE OF THE HIGHWAY, 51 FEET WEST OF THE CENTER LINE
 JE0544'OF A NORTH-SOUTH ROAD, 128 FEET WEST OF THE NORTHWEST CORNER
 JE0544'OF A FARMHOUSE, 24 FEET SOUTHEAST OF A BRACE POLE FOR A POWER
 JE0544'POLE, 1 1/2 FEET NORTHEAST OF A FENCE, 0.7 FOOT SOUTHEAST OF A
 JE0544'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND WELDED
 JE0544'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 5 INCHES.
 JE0544
 JE0544                          STATION RECOVERY (2005)
 JE0544
 JE0544'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0544'MARK HAS BEEN SCRAPPED BY FARM EQUIPMENT BUT STILL READABLE AND IN
 JE0544'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0945 ***********************************************************************
 JD0945  DESIGNATION -  J 268
 JD0945  PID         -  JD0945
 JD0945  STATE/COUNTY-  MO/MORGAN
 JD0945  USGS QUAD   -  PYRMONT (1961)
 JD0945
 JD0945                         *CURRENT SURVEY CONTROL
 JD0945  ___________________________________________________________________
 JD0945* NAD 83(1986)-  38 31 33.     (N)    093 01 12.     (W)     SCALED    
 JD0945* NAVD 88     -       311.364  (meters)    1021.53   (feet)  ADJUSTED  
 JD0945  ___________________________________________________________________
 JD0945  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD0945  DYNAMIC HT  -         311.144 (meters)    1020.81  (feet)  COMP
 JD0945  MODELED GRAV-     979,911.9   (mgal)                       NAVD 88
 JD0945
 JD0945  VERT ORDER  -  SECOND    CLASS 0
 JD0945
 JD0945.The horizontal coordinates were scaled from a topographic map and have
 JD0945.an estimated accuracy of +/- 6 seconds.
 JD0945
 JD0945.The orthometric height was determined by differential leveling
 JD0945.and adjusted by the National Geodetic Survey in June 1991..
 JD0945
 JD0945.The geoid height was determined by GEOID03.
 JD0945
 JD0945.The dynamic height is computed by dividing the NAVD 88
 JD0945.geopotential number by the normal gravity value computed on the
 JD0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0945.degrees latitude (g = 980.6199 gals.).
 JD0945
 JD0945.The modeled gravity was interpolated from observed gravity values.
 JD0945
 JD0945;                    North         East    Units  Estimated Accuracy
 JD0945;SPC MO C     -   298,930.      454,660.      MT  (+/- 180 meters Scaled)
 JD0945
 JD0945                          SUPERSEDED SURVEY CONTROL
 JD0945
 JD0945  NGVD 29 (??/??/92)  311.249  (m)         1021.16   (f) ADJ UNCH    2 0
 JD0945
 JD0945.Superseded values are not recommended for survey control.
 JD0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0945.See file dsdata.txt to determine how the superseded data were derived.
 JD0945
 JD0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC982641(NAD 83)
 JD0945_MARKER: DB = BENCH MARK DISK
 JD0945_SETTING: 66 = SET IN ROCK OUTCROP
 JD0945_SP_SET: ROCK OUTCROP
 JD0945_STAMPING: J 268 1963
 JD0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0945+STABILITY: POSITION/ELEVATION WELL
 JD0945
 JD0945  HISTORY     - Date     Condition        Report By
 JD0945  HISTORY     - 1963     MONUMENTED       CGS
 JD0945
 JD0945                          STATION DESCRIPTION
 JD0945
 JD0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0945'5.4 MI S FROM FLORENCE.
 JD0945'ABOUT 5.45 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0945'CHURCH AT FLORENCE, THENCE ABOUT 0.2 MILE SOUTH OF A FARMHOUSE,
 JD0945'IN SECTION 4, T 43 N, R 19 W, AND SET IN THE TOP OF A NARROW
 JD0945'SANDSTONE ROCK OUTCROP, 42 FEET EAST OF THE CENTER LINE OF THE
 JD0945'HIGHWAY, 6 1/2 FEET EAST OF A FENCE, 7.1 FEET EAST OF A METAL
 JD0945'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0990 ***********************************************************************
 JD0990  DESIGNATION -  J 269
 JD0990  PID         -  JD0990
 JD0990  STATE/COUNTY-  MO/PETTIS
 JD0990  USGS QUAD   -  PYRMONT (1961)
 JD0990
 JD0990                         *CURRENT SURVEY CONTROL
 JD0990  ___________________________________________________________________
 JD0990* NAD 83(1986)-  38 33 44.     (N)    093 06 13.     (W)     SCALED    
 JD0990* NAVD 88     -       275.392  (meters)     903.52   (feet)  ADJUSTED  
 JD0990  ___________________________________________________________________
 JD0990  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0990  DYNAMIC HT  -         275.198 (meters)     902.88  (feet)  COMP
 JD0990  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 JD0990
 JD0990  VERT ORDER  -  SECOND    CLASS 0
 JD0990
 JD0990.The horizontal coordinates were scaled from a topographic map and have
 JD0990.an estimated accuracy of +/- 6 seconds.
 JD0990
 JD0990.The orthometric height was determined by differential leveling
 JD0990.and adjusted by the National Geodetic Survey in June 1991..
 JD0990
 JD0990.The geoid height was determined by GEOID03.
 JD0990
 JD0990.The dynamic height is computed by dividing the NAVD 88
 JD0990.geopotential number by the normal gravity value computed on the
 JD0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0990.degrees latitude (g = 980.6199 gals.).
 JD0990
 JD0990.The modeled gravity was interpolated from observed gravity values.
 JD0990
 JD0990;                    North         East    Units  Estimated Accuracy
 JD0990;SPC MO C     -   303,010.      447,390.      MT  (+/- 180 meters Scaled)
 JD0990
 JD0990                          SUPERSEDED SURVEY CONTROL
 JD0990
 JD0990  NGVD 29 (??/??/92)  275.281  (m)          903.15   (f) ADJ UNCH    2 0
 JD0990
 JD0990.Superseded values are not recommended for survey control.
 JD0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0990.See file dsdata.txt to determine how the superseded data were derived.
 JD0990
 JD0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC909682(NAD 83)
 JD0990_MARKER: DB = BENCH MARK DISK
 JD0990_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0990_SP_SET: 8 1/2 FEET
 JD0990_STAMPING: J 269 1963
 JD0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0990
 JD0990  HISTORY     - Date     Condition        Report By
 JD0990  HISTORY     - 1963     MONUMENTED       CGS
 JD0990
 JD0990                          STATION DESCRIPTION
 JD0990
 JD0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0990'1.5 MI E FROM BAHNER.
 JD0990'ABOUT 0.45 MILE EAST ALONG STATE ROAD V FROM THE CEMETERY AT
 JD0990'BAHNER, THENCE 1.05 MILES EAST ALONG STATE ROAD C, AT THE SOUTH
 JD0990'POINT OF A TRIANGLE FORMED BY ROADS, 37 FEET NORTHEAST OF THE
 JD0990'CENTER LINE OF THE ROAD, 35 FEET WEST OF THE CENTER LINE OF A
 JD0990'GRAVELED ROAD, 4 FEET SOUTH OF A POWER POLE WITH TRANSFORMER,
 JD0990'1.2 FEET NORTH OF A METAL WITNESS POST, AND ON THE TOP OF A
 JD0990'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO THE DEPTH OF 8 1/2
 JD0990'FEET AND ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1053 ***********************************************************************
 JD1053  DESIGNATION -  J 270
 JD1053  PID         -  JD1053
 JD1053  STATE/COUNTY-  MO/PETTIS
 JD1053  USGS QUAD   -  BAHNER (1972)
 JD1053
 JD1053                         *CURRENT SURVEY CONTROL
 JD1053  ___________________________________________________________________
 JD1053* NAD 83(1986)-  38 33 48.     (N)    093 12 53.     (W)     SCALED    
 JD1053* NAVD 88     -       283.183  (meters)     929.08   (feet)  ADJUSTED  
 JD1053  ___________________________________________________________________
 JD1053  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD1053  DYNAMIC HT  -         282.983 (meters)     928.42  (feet)  COMP
 JD1053  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 JD1053
 JD1053  VERT ORDER  -  SECOND    CLASS 0
 JD1053
 JD1053.The horizontal coordinates were scaled from a topographic map and have
 JD1053.an estimated accuracy of +/- 6 seconds.
 JD1053
 JD1053.The orthometric height was determined by differential leveling
 JD1053.and adjusted by the National Geodetic Survey in June 1991..
 JD1053
 JD1053.The geoid height was determined by GEOID03.
 JD1053
 JD1053.The dynamic height is computed by dividing the NAVD 88
 JD1053.geopotential number by the normal gravity value computed on the
 JD1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1053.degrees latitude (g = 980.6199 gals.).
 JD1053
 JD1053.The modeled gravity was interpolated from observed gravity values.
 JD1053
 JD1053;                    North         East    Units  Estimated Accuracy
 JD1053;SPC MO C     -   303,200.      437,710.      MT  (+/- 180 meters Scaled)
 JD1053
 JD1053                          SUPERSEDED SURVEY CONTROL
 JD1053
 JD1053  NGVD 29 (??/??/92)  283.068  (m)          928.70   (f) ADJ UNCH    2 0
 JD1053
 JD1053.Superseded values are not recommended for survey control.
 JD1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1053.See file dsdata.txt to determine how the superseded data were derived.
 JD1053
 JD1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC812683(NAD 83)
 JD1053_MARKER: DB = BENCH MARK DISK
 JD1053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1053_SP_SET: 8 FEET
 JD1053_STAMPING: J 270 1963
 JD1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1053
 JD1053  HISTORY     - Date     Condition        Report By
 JD1053  HISTORY     - 1963     MONUMENTED       CGS
 JD1053
 JD1053                          STATION DESCRIPTION
 JD1053
 JD1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1053'2.1 MI SE FROM SPRING FORK.
 JD1053'ABOUT 1.1 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD1053'SPRING FORK CREEK AT SPRING FORK, THENCE 1.0 MILE SOUTH ALONG
 JD1053'COUNTY ROAD U, IN SECTION 27, T 44 N, R 21 W, 45 FEET WEST
 JD1053'OF THE CENTER LINE OF THE ROAD, 32 FEET SOUTH OF THE CENTER LINE
 JD1053'OF THE ROAD, 3 FEET NORTHWEST OF A POWER POLE BRACED BY GUY
 JD1053'WIRES, 50 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION,
 JD1053'1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JD1053'LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JD1053'ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A
 JD1053'6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1287 ***********************************************************************
 JD1287  DESIGNATION -  J 271
 JD1287  PID         -  JD1287
 JD1287  STATE/COUNTY-  MO/BENTON
 JD1287  USGS QUAD   -  LINCOLN (1961)
 JD1287
 JD1287                         *CURRENT SURVEY CONTROL
 JD1287  ___________________________________________________________________
 JD1287* NAD 83(1986)-  38 26 43.     (N)    093 15 27.     (W)     SCALED    
 JD1287* NAVD 88     -       279.295  (meters)     916.32   (feet)  ADJUSTED  
 JD1287  ___________________________________________________________________
 JD1287  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD1287  DYNAMIC HT  -         279.096 (meters)     915.67  (feet)  COMP
 JD1287  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 JD1287
 JD1287  VERT ORDER  -  SECOND    CLASS 0
 JD1287
 JD1287.The horizontal coordinates were scaled from a topographic map and have
 JD1287.an estimated accuracy of +/- 6 seconds.
 JD1287
 JD1287.The orthometric height was determined by differential leveling
 JD1287.and adjusted by the National Geodetic Survey in June 1991..
 JD1287
 JD1287.The geoid height was determined by GEOID03.
 JD1287
 JD1287.The dynamic height is computed by dividing the NAVD 88
 JD1287.geopotential number by the normal gravity value computed on the
 JD1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1287.degrees latitude (g = 980.6199 gals.).
 JD1287
 JD1287.The modeled gravity was interpolated from observed gravity values.
 JD1287
 JD1287;                    North         East    Units  Estimated Accuracy
 JD1287;SPC MO C     -   290,130.      433,880.      MT  (+/- 180 meters Scaled)
 JD1287
 JD1287                          SUPERSEDED SURVEY CONTROL
 JD1287
 JD1287  NGVD 29 (??/??/92)  279.167  (m)          915.90   (f) ADJ UNCH    2 0
 JD1287
 JD1287.Superseded values are not recommended for survey control.
 JD1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1287.See file dsdata.txt to determine how the superseded data were derived.
 JD1287
 JD1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC775552(NAD 83)
 JD1287_MARKER: DB = BENCH MARK DISK
 JD1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1287_STAMPING: J 271 1963
 JD1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1287+STABILITY: SURFACE MOTION
 JD1287
 JD1287  HISTORY     - Date     Condition        Report By
 JD1287  HISTORY     - 1963     MONUMENTED       CGS
 JD1287
 JD1287                          STATION DESCRIPTION
 JD1287
 JD1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1287'4.2 MI SW FROM COLE CAMP.
 JD1287'0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE AT
 JD1287'COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD, THENCE
 JD1287'2.25 MILES WEST ALONG A GRAVELED ROAD, 37 FEET NORTH OF THE
 JD1287'CENTER LINE OF THE ROAD, 57 FEET NORTHEAST OF THE CENTER OF A
 JD1287'JUNCTION WITH A GRAVELED ROAD LEADING NORTH, 33 FEET EAST OF THE
 JD1287'CENTER LINE OF THE GRAVELED ROAD LEADING NORTH, 12 FEET NORTHWEST
 JD1287'OF A 18-INCH OAK TREE, 1.0 FEET SOUTHWEST OF A FENCE, 1.8 FEET
 JD1287'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 JD1287'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD1287'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1605 ***********************************************************************
 JD1605  DESIGNATION -  J 272
 JD1605  PID         -  JD1605
 JD1605  STATE/COUNTY-  MO/HENRY
 JD1605  USGS QUAD   -  LEESVILLE (1981)
 JD1605
 JD1605                         *CURRENT SURVEY CONTROL
 JD1605  ___________________________________________________________________
 JD1605* NAD 83(1986)-  38 20 54.     (N)    093 32 39.     (W)     SCALED    
 JD1605* NAVD 88     -       249.217  (meters)     817.64   (feet)  ADJUSTED  
 JD1605  ___________________________________________________________________
 JD1605  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD1605  DYNAMIC HT  -         249.042 (meters)     817.07  (feet)  COMP
 JD1605  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 JD1605
 JD1605  VERT ORDER  -  SECOND    CLASS 0
 JD1605
 JD1605.The horizontal coordinates were scaled from a topographic map and have
 JD1605.an estimated accuracy of +/- 6 seconds.
 JD1605
 JD1605.The orthometric height was determined by differential leveling
 JD1605.and adjusted by the National Geodetic Survey in June 1991..
 JD1605
 JD1605.The geoid height was determined by GEOID03.
 JD1605
 JD1605.The dynamic height is computed by dividing the NAVD 88
 JD1605.geopotential number by the normal gravity value computed on the
 JD1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1605.degrees latitude (g = 980.6199 gals.).
 JD1605
 JD1605.The modeled gravity was interpolated from observed gravity values.
 JD1605
 JD1605;                    North         East    Units  Estimated Accuracy
 JD1605;SPC MO W     -   242,550.      933,550.      MT  (+/- 180 meters Scaled)
 JD1605
 JD1605                          SUPERSEDED SURVEY CONTROL
 JD1605
 JD1605  NGVD 29 (??/??/92)  249.089  (m)          817.22   (f) ADJ UNCH    2 0
 JD1605
 JD1605.Superseded values are not recommended for survey control.
 JD1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1605.See file dsdata.txt to determine how the superseded data were derived.
 JD1605
 JD1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC524446(NAD 83)
 JD1605_MARKER: DB = BENCH MARK DISK
 JD1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1605_STAMPING: J 272 1963
 JD1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1605+STABILITY: SURFACE MOTION
 JD1605
 JD1605  HISTORY     - Date     Condition        Report By
 JD1605  HISTORY     - 1963     MONUMENTED       CGS
 JD1605
 JD1605                          STATION DESCRIPTION
 JD1605
 JD1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1605'2.6 MI N FROM TIGHTWAD.
 JD1605'ABOUT 2.65 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1605'AT TIGHTWAD, AT LEESVILLE, IN SECTION 11, T 41 N, R 24 W, 94
 JD1605'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF GRAVELED ROAD
 JD1605'LEADING EAST, 84 FEET EAST OF THE CENTER LINE OF THE STATE
 JD1605'ROAD, 51 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 54
 JD1605'FEET EAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 1.5
 JD1605'FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JD1605'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1090 ***********************************************************************
 GD1090  DESIGNATION -  J 273
 GD1090  PID         -  GD1090
 GD1090  STATE/COUNTY-  MO/PEMISCOT
 GD1090  USGS QUAD   -  STANLEY (1971)
 GD1090
 GD1090                         *CURRENT SURVEY CONTROL
 GD1090  ___________________________________________________________________
 GD1090* NAD 83(1986)-  36 15 09.     (N)    089 42 33.     (W)     SCALED    
 GD1090* NAVD 88     -        88.173  (meters)     289.28   (feet)  ADJUSTED  
 GD1090  ___________________________________________________________________
 GD1090  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD1090  DYNAMIC HT  -          88.101 (meters)     289.04  (feet)  COMP
 GD1090  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 GD1090
 GD1090  VERT ORDER  -  FIRST     CLASS I
 GD1090
 GD1090.The horizontal coordinates were scaled from a topographic map and have
 GD1090.an estimated accuracy of +/- 6 seconds.
 GD1090
 GD1090.The orthometric height was determined by differential leveling
 GD1090.and adjusted by the National Geodetic Survey in June 1991..
 GD1090
 GD1090.The geoid height was determined by GEOID03.
 GD1090
 GD1090.The dynamic height is computed by dividing the NAVD 88
 GD1090.geopotential number by the normal gravity value computed on the
 GD1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1090.degrees latitude (g = 980.6199 gals.).
 GD1090
 GD1090.The modeled gravity was interpolated from observed gravity values.
 GD1090
 GD1090;                    North         East    Units  Estimated Accuracy
 GD1090;SPC MO E     -    46,800.      321,070.      MT  (+/- 180 meters Scaled)
 GD1090
 GD1090                          SUPERSEDED SURVEY CONTROL
 GD1090
 GD1090  NGVD 29 (??/??/??)   88.084  (m)          288.99   (f) ADJUSTED    1 1
 GD1090
 GD1090.Superseded values are not recommended for survey control.
 GD1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1090.See file dsdata.txt to determine how the superseded data were derived.
 GD1090
 GD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF565153(NAD 83)
 GD1090_MARKER: DB = BENCH MARK DISK
 GD1090_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1090+WITH SETTING: INTO GROUND
 GD1090_SP_SET: METAL ROD WITH BASE PLATE
 GD1090_STAMPING: J 273 1976
 GD1090_MARK LOGO: NGS   
 GD1090_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1090+STABILITY: SURFACE MOTION
 GD1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1090+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 GD1090
 GD1090  HISTORY     - Date     Condition        Report By
 GD1090  HISTORY     - 1976     MONUMENTED       NGS
 GD1090  HISTORY     - 20010618 GOOD             NGS
 GD1090  HISTORY     - 20010618 GOOD             USACE
 GD1090  HISTORY     - 20020712 GOOD             USACE
 GD1090
 GD1090                          STATION DESCRIPTION
 GD1090
 GD1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1090'5.5 MI NORTH FROM CARUTHERSVILLE.
 GD1090'5.5 MILES NORTH ALONG LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1090'OFFICE, 0.1 MILE NORTHEAST OF A EASTWEST FENCE, 100 FEET SOUTH
 GD1090'OF A SHARP CURVE IN LEVEE, 13 FEET WEST OF THE CENTER OF LEVEE,
 GD1090'AND 2 FEET EAST OF MILEPOST 23/24.
 GD1090
 GD1090                          STATION RECOVERY (2001)
 GD1090
 GD1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLB)
 GD1090'RECOVERED IN GOOD CONDITION.
 GD1090
 GD1090                          STATION RECOVERY (2001)
 GD1090
 GD1090'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (DLB)
 GD1090'MARK RECOVERED IN GOOD CONDITION.
 GD1090
 GD1090                          STATION RECOVERY (2002)
 GD1090
 GD1090'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1093 ***********************************************************************
 GD1093  DESIGNATION -  J 274
 GD1093  PID         -  GD1093
 GD1093  STATE/COUNTY-  MO/NEW MADRID
 GD1093  USGS QUAD   -  POINT PLEASANT (1982)
 GD1093
 GD1093                         *CURRENT SURVEY CONTROL
 GD1093  ___________________________________________________________________
 GD1093* NAD 83(1997)-  36 27 50.97511(N)    089 34 27.92797(W)     ADJUSTED  
 GD1093* NAVD 88     -        92.689  (meters)     304.10   (feet)  ADJUSTED  
 GD1093  ___________________________________________________________________
 GD1093  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 GD1093  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GD1093  DYNAMIC HT  -          92.614 (meters)     303.85  (feet)  COMP
 GD1093  MODELED GRAV-     979,826.0   (mgal)                       NAVD 88
 GD1093
 GD1093  HORZ ORDER  -  SECOND
 GD1093  VERT ORDER  -  FIRST     CLASS I
 GD1093
 GD1093.The horizontal coordinates were established by classical geodetic methods
 GD1093.and adjusted by the National Geodetic Survey in February 2000..
 GD1093
 GD1093.The orthometric height was determined by differential leveling
 GD1093.and adjusted by the National Geodetic Survey in June 1991..
 GD1093
 GD1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1093
 GD1093.The geoid height was determined by GEOID03.
 GD1093
 GD1093.The dynamic height is computed by dividing the NAVD 88
 GD1093.geopotential number by the normal gravity value computed on the
 GD1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1093.degrees latitude (g = 980.6199 gals.).
 GD1093
 GD1093.The modeled gravity was interpolated from observed gravity values.
 GD1093
 GD1093;                    North         East     Units Scale Factor Converg.
 GD1093;SPC MO E     -    70,391.195   332,957.072   MT  1.00001809   +0 33 00.4
 GD1093;UTM  16      - 4,038,513.836   269,317.544   MT  1.00025568   -1 31 50.5
 GD1093
 GD1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1093!SPC MO E     -   0.99998993  x   1.00001809  =   1.00000802
 GD1093!UTM  16      -   0.99998993  x   1.00025568  =   1.00024561
 GD1093
 GD1093                          SUPERSEDED SURVEY CONTROL
 GD1093
 GD1093  NAD 83(1997)-  36 27 50.97600(N)    089 34 27.92799(W) AD(       ) 2
 GD1093  NAD 83(1997)-  36 27 50.98328(N)    089 34 27.92582(W) AD(       ) 2
 GD1093  NAD 83(1997)-  36 27 50.98600(N)    089 34 27.92685(W) AD(       ) 2
 GD1093  NAD 83(1986)-  36 27 50.98635(N)    089 34 27.92651(W) AD(       ) 2
 GD1093  NAD 27      -  36 27 50.76016(N)    089 34 27.64722(W) AD(       ) 2
 GD1093  NGVD 29 (??/??/??)   92.580  (m)          303.74   (f) ADJUSTED    1 1
 GD1093
 GD1093.Superseded values are not recommended for survey control.
 GD1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1093.See file dsdata.txt to determine how the superseded data were derived.
 GD1093
 GD1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6931838514(NAD 83)
 GD1093_MARKER: DB = BENCH MARK DISK
 GD1093_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1093+WITH SETTING: INTO GROUND
 GD1093_SP_SET: METAL ROD WITH BASE PLATE
 GD1093_STAMPING: J 274 1976
 GD1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1093+STABILITY: SURFACE MOTION
 GD1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1093+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 GD1093
 GD1093  HISTORY     - Date     Condition        Report By
 GD1093  HISTORY     - 1976     MONUMENTED       NGS
 GD1093  HISTORY     - 1977     GOOD             NGS
 GD1093  HISTORY     - 20020716 GOOD             USACE
 GD1093
 GD1093                          STATION DESCRIPTION
 GD1093
 GD1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1093'11.9 MI SW FROM NEW MADRID.
 GD1093'11.9 MILES SOUTHWEST ALONG THE TOP OF LEVEE FROM THE INTERSECTION
 GD1093'OF STATE HIGHWAY WW AND A PRIVATE LEVEE LEEDING NORTH, 114.5 FEET
 GD1093'NORTHEAST OF A POWER POLE WITH TRANSFORMER, 20.0 FEET WEST OF THE
 GD1093'CENTER OF LEVEE, AND 3.5 FEET NORTH OF MILEPOST 0/1.
 GD1093
 GD1093                          STATION RECOVERY (1977)
 GD1093
 GD1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1093'THE STATION IS LOCATED IN THE SMALL COMMUNITY OF POINT PLEASANT
 GD1093'ABOUT 8 MILES EAST-NORTHEAST OF PORTAGEVILLE AND ABOUT 5 MILES
 GD1093'SOUTH-SOUTHEAST OF MARSTON, ON TOP OF A LEVEE OWNED BY
 GD1093'THE SAINT FRANCIS LEVEE DISTRICT OF CARUTHERSVILLE, MISSOURI.
 GD1093'
 GD1093'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 GD1093'55 AND STATE ROUTE 162, AT THE EAST EDGE OF PORTAGEVILLE, GO
 GD1093'EAST ON STATE ROUTE 162 FOR 3.7 MILES TO A PAVED CROSS ROAD,
 GD1093'JUNCTION OF STATE ROUTE KK, TURN LEFT AND GO NORTH AND EAST ON
 GD1093'STATE ROAD KK FOR 2.5 MILES TO A PAVED SIDE ROAD LEFT, JUNCTION
 GD1093'OF STATE ROUTE M, CONTINUE STRAIGHT AHEAD, EAST, ON STATE ROUTE
 GD1093'M FOR 1.2 MILES TO A POINT WHERE PAVED ROAD
 GD1093'TURNS RIGHT.  CONTINUE STRAIGHT AHEAD, EAST, ON GRAVEL ROAD
 GD1093'FOR 0.1 MILE TO THE TOP OF THE LEVEE.
 GD1093'TURN LEFT AND GO NORTHERLY ON THE TOP OF THE LEVEE FOR
 GD1093'ABOUT 0.7 MILE TO THE MARK ON THE LEFT.
 GD1093'
 GD1093'THE MARK, STAMPED---J 274 1976---, IS A STANDARD BENCH MARK
 GD1093'DISK
 GD1093'CRIMPED TO THE TOP OF A 5/8-INCH ROD THAT PROJECTS 3 INCHES
 GD1093'ABOVE THE GROUND SURFACE.  IT IS 0.7 FOOT SOUTH OF A METAL
 GD1093'WITNESS POST, 3.5 FEET NORTH OF A CONCRETE MILEPOST MARKER
 GD1093'NUMBER 0/1 N, AND 19 FEET NORTH OF THE APPROXIMATE CENTER OF
 GD1093'THE LEVEE ROAD.  THE MARK IS SURROUNDED BY A 4-INCH
 GD1093'PLASTIC PIPE WITH CAP.
 GD1093'
 GD1093'A TRAVERSE TIE WAS MADE TO STATION PLEASANT RM 3.
 GD1093
 GD1093                          STATION RECOVERY (2002)
 GD1093
 GD1093'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1234 ***********************************************************************
 HB1234  DESIGNATION -  J 275
 HB1234  PID         -  HB1234
 HB1234  STATE/COUNTY-  MO/SCOTT
 HB1234  USGS QUAD   -  THEBES SW (1993)
 HB1234
 HB1234                         *CURRENT SURVEY CONTROL
 HB1234  ___________________________________________________________________
 HB1234* NAD 83(1986)-  37 04 33.     (N)    089 23 49.     (W)     SCALED    
 HB1234* NAVD 88     -       104.277  (meters)     342.12   (feet)  ADJUSTED  
 HB1234  ___________________________________________________________________
 HB1234  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HB1234  DYNAMIC HT  -         104.200 (meters)     341.86  (feet)  COMP
 HB1234  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 HB1234
 HB1234  VERT ORDER  -  FIRST     CLASS I
 HB1234
 HB1234.The horizontal coordinates were scaled from a topographic map and have
 HB1234.an estimated accuracy of +/- 6 seconds.
 HB1234
 HB1234.The orthometric height was determined by differential leveling
 HB1234.and adjusted by the National Geodetic Survey in June 1991..
 HB1234
 HB1234.The geoid height was determined by GEOID03.
 HB1234
 HB1234.The dynamic height is computed by dividing the NAVD 88
 HB1234.geopotential number by the normal gravity value computed on the
 HB1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1234.degrees latitude (g = 980.6199 gals.).
 HB1234
 HB1234.The modeled gravity was interpolated from observed gravity values.
 HB1234
 HB1234;                    North         East    Units  Estimated Accuracy
 HB1234;SPC MO E     -   138,440.      348,080.      MT  (+/- 180 meters Scaled)
 HB1234
 HB1234                          SUPERSEDED SURVEY CONTROL
 HB1234
 HB1234  NGVD 29 (??/??/??)  104.158  (m)          341.73   (f) ADJUSTED    1 1
 HB1234
 HB1234.Superseded values are not recommended for survey control.
 HB1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1234.See file dsdata.txt to determine how the superseded data were derived.
 HB1234
 HB1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG869059(NAD 83)
 HB1234_MARKER: DB = BENCH MARK DISK
 HB1234_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HB1234+WITH SETTING: INTO GROUND
 HB1234_SP_SET: METAL ROD WITH BASE PLATE
 HB1234_STAMPING: J 275 1976
 HB1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1234+STABILITY: SURFACE MOTION
 HB1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1234+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002
 HB1234
 HB1234  HISTORY     - Date     Condition        Report By
 HB1234  HISTORY     - 1976     MONUMENTED       NGS
 HB1234  HISTORY     - 20020518 GOOD             USACE
 HB1234
 HB1234                          STATION DESCRIPTION
 HB1234
 HB1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1234'7.75 MI SOUTH FROM COMMERCE.
 HB1234'7.75 MILES SOUTH ALONG THE LEVEE ROAD FROM THE BEGINNING OF THE
 HB1234'LEVEE AT COMMERCE, ABOUT 200 YARDS NORTHOF AN OLD WOODEN BARN,
 HB1234'19.0 FEET SOUTHWEST OF THE CENTER OF THE LEVEE ROAD, 1.5 FEET
 HB1234'SOUTHEAST OF MILEPOST 12 OVER 13, PROTECTED BY A 4-INCH PLASTIC
 HB1234'PIPE FLUSH WITH THE GROUND
 HB1234
 HB1234                          STATION RECOVERY (2002)
 HB1234
 HB1234'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1205 ***********************************************************************
 GD1205  DESIGNATION -  J 276
 GD1205  PID         -  GD1205
 GD1205  STATE/COUNTY-  MO/NEW MADRID
 GD1205  USGS QUAD   -  BAYOUVILLE (1969)
 GD1205
 GD1205                         *CURRENT SURVEY CONTROL
 GD1205  ___________________________________________________________________
 GD1205* NAD 83(1986)-  36 42 01.     (N)    089 22 17.     (W)     SCALED    
 GD1205* NAVD 88     -        97.552  (meters)     320.05   (feet)  ADJUSTED  
 GD1205  ___________________________________________________________________
 GD1205  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD1205  DYNAMIC HT  -          97.476 (meters)     319.80  (feet)  COMP
 GD1205  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 GD1205
 GD1205  VERT ORDER  -  FIRST     CLASS I
 GD1205
 GD1205.The horizontal coordinates were scaled from a topographic map and have
 GD1205.an estimated accuracy of +/- 6 seconds.
 GD1205
 GD1205.The orthometric height was determined by differential leveling
 GD1205.and adjusted by the National Geodetic Survey in June 1991..
 GD1205
 GD1205.The geoid height was determined by GEOID03.
 GD1205
 GD1205.The dynamic height is computed by dividing the NAVD 88
 GD1205.geopotential number by the normal gravity value computed on the
 GD1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1205.degrees latitude (g = 980.6199 gals.).
 GD1205
 GD1205.The modeled gravity was interpolated from observed gravity values.
 GD1205
 GD1205;                    North         East    Units  Estimated Accuracy
 GD1205;SPC MO E     -    96,790.      350,850.      MT  (+/- 180 meters Scaled)
 GD1205
 GD1205                          SUPERSEDED SURVEY CONTROL
 GD1205
 GD1205  NGVD 29 (??/??/??)   97.433  (m)          319.66   (f) ADJUSTED    1 1
 GD1205
 GD1205.Superseded values are not recommended for survey control.
 GD1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1205.See file dsdata.txt to determine how the superseded data were derived.
 GD1205
 GD1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF881642(NAD 83)
 GD1205_MARKER: DB = BENCH MARK DISK
 GD1205_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1205+WITH SETTING: INTO GROUND
 GD1205_SP_SET: METAL ROD WITH BASE PLATE
 GD1205_STAMPING: J 276 1976
 GD1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1205+STABILITY: SURFACE MOTION
 GD1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1205+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 GD1205
 GD1205  HISTORY     - Date     Condition        Report By
 GD1205  HISTORY     - 1976     MONUMENTED       NGS
 GD1205  HISTORY     - 20020812 GOOD             USACE
 GD1205
 GD1205                          STATION DESCRIPTION
 GD1205
 GD1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1205'12.3 MI NE FROM NEW MADRID.
 GD1205'12.2 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE
 GD1205'FROM THE JUNCTION OF VANDENVENDER AVENUE, 11.0 FEET SOUTH OF
 GD1205'MILEPOST 23/24, AND 17 FEET WEST OF THE CENTER OF THE DIRT ROAD
 GD1205'ON TOP OF THE LEVEE.
 GD1205'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1205'FEET.  2 FEET BELOW THE TOP OF THE LEVEE.  2 FEET EAST OF A WITNESS
 GD1205'POST.
 GD1205
 GD1205                          STATION RECOVERY (2002)
 GD1205
 GD1205'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1065 ***********************************************************************
 GD1065  DESIGNATION -  J 277
 GD1065  PID         -  GD1065
 GD1065  STATE/COUNTY-  MO/PEMISCOT
 GD1065  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1065
 GD1065                         *CURRENT SURVEY CONTROL
 GD1065  ___________________________________________________________________
 GD1065* NAD 83(1986)-  36 11 31.     (N)    089 39 04.     (W)     SCALED    
 GD1065* NAVD 88     -        85.903  (meters)     281.83   (feet)  ADJUSTED  
 GD1065  ___________________________________________________________________
 GD1065  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD1065  DYNAMIC HT  -          85.832 (meters)     281.60  (feet)  COMP
 GD1065  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 GD1065
 GD1065  VERT ORDER  -  FIRST     CLASS I
 GD1065
 GD1065.The horizontal coordinates were scaled from a topographic map and have
 GD1065.an estimated accuracy of +/- 6 seconds.
 GD1065
 GD1065.The orthometric height was determined by differential leveling
 GD1065.and adjusted by the National Geodetic Survey in June 1991..
 GD1065
 GD1065.The geoid height was determined by GEOID03.
 GD1065
 GD1065.The dynamic height is computed by dividing the NAVD 88
 GD1065.geopotential number by the normal gravity value computed on the
 GD1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1065.degrees latitude (g = 980.6199 gals.).
 GD1065
 GD1065.The modeled gravity was interpolated from observed gravity values.
 GD1065
 GD1065;                    North         East    Units  Estimated Accuracy
 GD1065;SPC MO E     -    40,120.      326,350.      MT  (+/- 180 meters Scaled)
 GD1065
 GD1065                          SUPERSEDED SURVEY CONTROL
 GD1065
 GD1065  NGVD 29 (??/??/??)   85.818  (m)          281.55   (f) ADJUSTED    1 1
 GD1065
 GD1065.Superseded values are not recommended for survey control.
 GD1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1065.See file dsdata.txt to determine how the superseded data were derived.
 GD1065
 GD1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF616084(NAD 83)
 GD1065_MARKER: DB = BENCH MARK DISK
 GD1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD1065_SP_SET: CONCRETE FOUNDATION
 GD1065_STAMPING: J 277 1976
 GD1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1065+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 GD1065
 GD1065  HISTORY     - Date     Condition        Report By
 GD1065  HISTORY     - 1976     MONUMENTED       NGS
 GD1065  HISTORY     - 20001121 MARK NOT FOUND   NGS
 GD1065  HISTORY     - 20001121 MARK NOT FOUND   USACE
 GD1065  HISTORY     - 20020711 GOOD             USACE
 GD1065
 GD1065                          STATION DESCRIPTION
 GD1065
 GD1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1065'IN CARUTHERSVILLE.
 GD1065'0.9 MILE SOUTHEAST ALONG THE LEVEE AND FLOODWALL FROM THE ST.
 GD1065'FRANCIS LEVEE DISTRICT OFFICE, 16.5 FEET SOUTHEAST OF THE CENTER
 GD1065'OF THE CROSSING OF THE RAILROAD AND BUSHEY STREET, 2.5 FEET
 GD1065'NORTHEAST OF A RAILROAD CROSSING SIGN, 4.5 FEET SOUTHWEST OF THE
 GD1065'FLOODWALL WITH OPENING FOR TRAFFIC, 12.5 FEET SOUTHWEST OF THE
 GD1065'CENTERLINE OF BUSHEY STREET, AND 9.1 FOOT NORTHEAST OF THE EAST
 GD1065'RAIL OF RAILROAD.
 GD1065
 GD1065                          STATION RECOVERY (2000)
 GD1065
 GD1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMH)
 GD1065'MARK NOT FOUND.
 GD1065
 GD1065                          STATION RECOVERY (2000)
 GD1065
 GD1065'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD1065'MARK WAS NOT RECOVERED.
 GD1065
 GD1065                          STATION RECOVERY (2002)
 GD1065
 GD1065'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1190 ***********************************************************************
 GD1190  DESIGNATION -  J 278
 GD1190  PID         -  GD1190
 GD1190  STATE/COUNTY-  MO/NEW MADRID
 GD1190  USGS QUAD   -  HUBBARD LAKE (1982)
 GD1190
 GD1190                         *CURRENT SURVEY CONTROL
 GD1190  ___________________________________________________________________
 GD1190* NAD 83(1986)-  36 34 39.     (N)    089 28 34.     (W)     SCALED    
 GD1190* NAVD 88     -        93.188  (meters)     305.73   (feet)  POSTED    
 GD1190  ___________________________________________________________________
 GD1190  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 GD1190  DYNAMIC HT  -          93.110 (meters)     305.48  (feet)  COMP
 GD1190  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 GD1190
 GD1190  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GD1190
 GD1190.The horizontal coordinates were scaled from a topographic map and have
 GD1190.an estimated accuracy of +/- 6 seconds.
 GD1190
 GD1190.The orthometric height was determined by differential leveling
 GD1190.and adjusted by the National Geodetic Survey in 1992..
 GD1190.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GD1190.rate of 3.1 thru 4.0 mm/km.
 GD1190
 GD1190.The geoid height was determined by GEOID03.
 GD1190
 GD1190.The dynamic height is computed by dividing the NAVD 88
 GD1190.geopotential number by the normal gravity value computed on the
 GD1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1190.degrees latitude (g = 980.6199 gals.).
 GD1190
 GD1190.The modeled gravity was interpolated from observed gravity values.
 GD1190
 GD1190;                    North         East    Units  Estimated Accuracy
 GD1190;SPC MO E     -    83,060.      341,640.      MT  (+/- 180 meters Scaled)
 GD1190
 GD1190                          SUPERSEDED SURVEY CONTROL
 GD1190
 GD1190  NGVD 29 (??/??/??)   93.082  (m)          305.39   (f) ADJUSTED    1 1
 GD1190
 GD1190.Superseded values are not recommended for survey control.
 GD1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1190.See file dsdata.txt to determine how the superseded data were derived.
 GD1190
 GD1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF784508(NAD 83)
 GD1190_MARKER: DB = BENCH MARK DISK
 GD1190_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1190+WITH SETTING: INTO GROUND
 GD1190_SP_SET: METAL ROD WITH BASE PLATE
 GD1190_STAMPING: J 278 1976
 GD1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1190+STABILITY: SURFACE MOTION
 GD1190
 GD1190  HISTORY     - Date     Condition        Report By
 GD1190  HISTORY     - 1976     MONUMENTED       NGS
 GD1190  HISTORY     - 20020815 MARK NOT FOUND   USACE
 GD1190
 GD1190                          STATION DESCRIPTION
 GD1190
 GD1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1190'2.8 MI SE FROM NEW MADRID.
 GD1190'2.8 MILES SOUTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE FROM
 GD1190'THE JUNCTION OF VANDENVENDER AVENUE, 53.0 FEET NORTH OF THE CENTER
 GD1190'OF AN OFF RAMP LEADING WEST, 83.0 FEET NORTHWEST OF A SHARP CURVE
 GD1190'ON THE LEVEE LEADING NORTHEAST, 16.5 FEET NORTHEAST OF THE CENTER
 GD1190'OF THE TOP OF THE LEVEE.
 GD1190'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1190'FEET.  ABOUT LEVEL WITH THE TOP OF THE LEVEE.  1 FOOT EAST OF A
 GD1190'WITNESS POST.
 GD1190
 GD1190                          STATION RECOVERY (2002)
 GD1190
 GD1190'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1028 ***********************************************************************
 GD1028  DESIGNATION -  J 279
 GD1028  PID         -  GD1028
 GD1028  STATE/COUNTY-  MO/PEMISCOT
 GD1028  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1028
 GD1028                         *CURRENT SURVEY CONTROL
 GD1028  ___________________________________________________________________
 GD1028* NAD 83(1986)-  36 02 13.     (N)    089 43 50.     (W)     SCALED    
 GD1028* NAVD 88     -        85.711  (meters)     281.20   (feet)  ADJUSTED  
 GD1028  ___________________________________________________________________
 GD1028  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD1028  DYNAMIC HT  -          85.639 (meters)     280.97  (feet)  COMP
 GD1028  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 GD1028
 GD1028  VERT ORDER  -  FIRST     CLASS I
 GD1028
 GD1028.The horizontal coordinates were scaled from a topographic map and have
 GD1028.an estimated accuracy of +/- 6 seconds.
 GD1028
 GD1028.The orthometric height was determined by differential leveling
 GD1028.and adjusted by the National Geodetic Survey in June 1991..
 GD1028
 GD1028.The geoid height was determined by GEOID03.
 GD1028
 GD1028.The dynamic height is computed by dividing the NAVD 88
 GD1028.geopotential number by the normal gravity value computed on the
 GD1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1028.degrees latitude (g = 980.6199 gals.).
 GD1028
 GD1028.The modeled gravity was interpolated from observed gravity values.
 GD1028
 GD1028;                    North         East    Units  Estimated Accuracy
 GD1028;SPC MO E     -    22,870.      319,340.      MT  (+/- 180 meters Scaled)
 GD1028
 GD1028                          SUPERSEDED SURVEY CONTROL
 GD1028
 GD1028  NGVD 29 (??/??/??)   85.634  (m)          280.95   (f) ADJUSTED    1 1
 GD1028
 GD1028.Superseded values are not recommended for survey control.
 GD1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1028.See file dsdata.txt to determine how the superseded data were derived.
 GD1028
 GD1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE539914(NAD 83)
 GD1028_MARKER: DB = BENCH MARK DISK
 GD1028_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1028+WITH SETTING: INTO GROUND
 GD1028_SP_SET: METAL ROD WITH BASE PLATE
 GD1028_STAMPING: J 279 1976
 GD1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1028+STABILITY: SURFACE MOTION
 GD1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1028+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD1028
 GD1028  HISTORY     - Date     Condition        Report By
 GD1028  HISTORY     - 1976     MONUMENTED       NGS
 GD1028  HISTORY     - 20020730 GOOD             USACE
 GD1028
 GD1028                          STATION DESCRIPTION
 GD1028
 GD1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1028'5.9 MI NE FROM HUFFMAN.
 GD1028'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 GD1028'WAYS 137 AND 150 AT HUFFMAN, THENCE 5.9 MILES NORTHEAST ALONG THE
 GD1028'LEVEE, 17 FEET WEST OF THE CENTER OF LEVEE, AND 2.9 FEET NORTH-
 GD1028'EAST OF MILEPOST 44/45.
 GD1028
 GD1028                          STATION RECOVERY (2002)
 GD1028
 GD1028'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2106 ***********************************************************************
 JD2106  DESIGNATION -  J 280
 JD2106  PID         -  JD2106
 JD2106  STATE/COUNTY-  MO/JOHNSON
 JD2106  USGS QUAD   -  CORNELIA (1955)
 JD2106
 JD2106                         *CURRENT SURVEY CONTROL
 JD2106  ___________________________________________________________________
 JD2106* NAD 83(1986)-  38 44 43.     (N)    093 44 04.     (W)     SCALED    
 JD2106* NAVD 88     -       258.591  (meters)     848.39   (feet)  ADJUSTED  
 JD2106  ___________________________________________________________________
 JD2106  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD2106  DYNAMIC HT  -         258.415 (meters)     847.82  (feet)  COMP
 JD2106  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 JD2106
 JD2106  VERT ORDER  -  SECOND    CLASS 0
 JD2106
 JD2106.The horizontal coordinates were scaled from a topographic map and have
 JD2106.an estimated accuracy of +/- 6 seconds.
 JD2106
 JD2106.The orthometric height was determined by differential leveling
 JD2106.and adjusted by the National Geodetic Survey in June 1991..
 JD2106
 JD2106.The geoid height was determined by GEOID03.
 JD2106
 JD2106.The dynamic height is computed by dividing the NAVD 88
 JD2106.geopotential number by the normal gravity value computed on the
 JD2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2106.degrees latitude (g = 980.6199 gals.).
 JD2106
 JD2106.The modeled gravity was interpolated from observed gravity values.
 JD2106
 JD2106;                    North         East    Units  Estimated Accuracy
 JD2106;SPC MO W     -   286,450.      916,550.      MT  (+/- 180 meters Scaled)
 JD2106
 JD2106                          SUPERSEDED SURVEY CONTROL
 JD2106
 JD2106  NGVD 29 (??/??/92)  258.494  (m)          848.08   (f) ADJ UNCH    2 0
 JD2106
 JD2106.Superseded values are not recommended for survey control.
 JD2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2106.See file dsdata.txt to determine how the superseded data were derived.
 JD2106
 JD2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC361887(NAD 83)
 JD2106_MARKER: DB = BENCH MARK DISK
 JD2106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2106_SP_SET: CULVERT
 JD2106_STAMPING: J 280 1963
 JD2106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2106
 JD2106  HISTORY     - Date     Condition        Report By
 JD2106  HISTORY     - 1963     MONUMENTED       CGS
 JD2106
 JD2106                          STATION DESCRIPTION
 JD2106
 JD2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2106'1.1 MI S FROM WARRENSBURG.
 JD2106'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2106'AT WARRENSBURG, IN S 36, R 26 W, T 46 N, AT THE JUNCTION OF
 JD2106'STATE ROAD DD LEADING EAST, SET IN THE TOP OF THE SOUTHEAST END
 JD2106'OF THE NORTHEAST CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER
 JD2106'THE HIGHWAY, 57 FEET SOUTH OF THE CENTERLINE OF STATE ROAD DD, 18.5
 JD2106'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.4 FOOT NORTHWEST
 JD2106'OF THE SOUTHEAST END OF THE HEADWALL, AND ABOUT 3 FEET BELOW
 JD2106'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0503 ***********************************************************************
 JD0503  DESIGNATION -  J 281
 JD0503  PID         -  JD0503
 JD0503  STATE/COUNTY-  MO/COOPER
 JD0503  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0503
 JD0503                         *CURRENT SURVEY CONTROL
 JD0503  ___________________________________________________________________
 JD0503* NAD 83(1986)-  38 56 05.     (N)    092 51 01.     (W)     SCALED    
 JD0503* NAVD 88     -       219.809  (meters)     721.16   (feet)  ADJUSTED  
 JD0503  ___________________________________________________________________
 JD0503  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0503  DYNAMIC HT  -         219.669 (meters)     720.70  (feet)  COMP
 JD0503  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 JD0503
 JD0503  VERT ORDER  -  SECOND    CLASS 0
 JD0503
 JD0503.The horizontal coordinates were scaled from a topographic map and have
 JD0503.an estimated accuracy of +/- 6 seconds.
 JD0503
 JD0503.The orthometric height was determined by differential leveling
 JD0503.and adjusted by the National Geodetic Survey in June 1991..
 JD0503
 JD0503.The geoid height was determined by GEOID03.
 JD0503
 JD0503.The dynamic height is computed by dividing the NAVD 88
 JD0503.geopotential number by the normal gravity value computed on the
 JD0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0503.degrees latitude (g = 980.6199 gals.).
 JD0503
 JD0503.The modeled gravity was interpolated from observed gravity values.
 JD0503
 JD0503;                    North         East    Units  Estimated Accuracy
 JD0503;SPC MO C     -   344,240.      469,630.      MT  (+/- 180 meters Scaled)
 JD0503
 JD0503                          SUPERSEDED SURVEY CONTROL
 JD0503
 JD0503  NGVD 29 (??/??/92)  219.747  (m)          720.95   (f) ADJ UNCH    2 0
 JD0503
 JD0503.Superseded values are not recommended for survey control.
 JD0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0503.See file dsdata.txt to determine how the superseded data were derived.
 JD0503
 JD0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD129095(NAD 83)
 JD0503_MARKER: DB = BENCH MARK DISK
 JD0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0503_SP_SET: OVERPASS
 JD0503_STAMPING: J 281 1962
 JD0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0503
 JD0503  HISTORY     - Date     Condition        Report By
 JD0503  HISTORY     - 1962     MONUMENTED       CGS
 JD0503
 JD0503                          STATION DESCRIPTION
 JD0503
 JD0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0503'7.5 MI W FROM BOONVILLE.
 JD0503'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0503'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 4.8 MILES
 JD0503'WEST ALONG STATE HIGHWAY 41 TO THE T-JUNCTION OF STATE HIGHWAY
 JD0503'135, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE WING
 JD0503'WALL OF AN OVERPASS OVER INTERSTATE HIGHWAY 70, 240 FEET SOUTH
 JD0503'OF THE T-JUNCTION, 15.7 FEET EAST OF THE CENTERLINE OF STATE
 JD0503'HIGHWAY 135, 2.7 FEET EAST OF THE WEST END OF THE WING WALL AND
 JD0503'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0725 ***********************************************************************
 JD0725  DESIGNATION -  J 282
 JD0725  PID         -  JD0725
 JD0725  STATE/COUNTY-  MO/SALINE
 JD0725  USGS QUAD   -  HOUSTONIA (1973)
 JD0725
 JD0725                         *CURRENT SURVEY CONTROL
 JD0725  ___________________________________________________________________
 JD0725* NAD 83(1986)-  38 58 21.     (N)    093 19 17.     (W)     SCALED    
 JD0725* NAVD 88     -       207.712  (meters)     681.47   (feet)  ADJUSTED  
 JD0725  ___________________________________________________________________
 JD0725  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0725  DYNAMIC HT  -         207.580 (meters)     681.04  (feet)  COMP
 JD0725  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 JD0725
 JD0725  VERT ORDER  -  SECOND    CLASS 0
 JD0725
 JD0725.The horizontal coordinates were scaled from a topographic map and have
 JD0725.an estimated accuracy of +/- 6 seconds.
 JD0725
 JD0725.The orthometric height was determined by differential leveling
 JD0725.and adjusted by the National Geodetic Survey in June 1991..
 JD0725
 JD0725.The geoid height was determined by GEOID03.
 JD0725
 JD0725.The dynamic height is computed by dividing the NAVD 88
 JD0725.geopotential number by the normal gravity value computed on the
 JD0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0725.degrees latitude (g = 980.6199 gals.).
 JD0725
 JD0725.The modeled gravity was interpolated from observed gravity values.
 JD0725
 JD0725;                    North         East    Units  Estimated Accuracy
 JD0725;SPC MO C     -   348,700.      428,820.      MT  (+/- 180 meters Scaled)
 JD0725
 JD0725                          SUPERSEDED SURVEY CONTROL
 JD0725
 JD0725  NGVD 29 (??/??/92)  207.627  (m)          681.19   (f) ADJ UNCH    2 0
 JD0725
 JD0725.Superseded values are not recommended for survey control.
 JD0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0725.See file dsdata.txt to determine how the superseded data were derived.
 JD0725
 JD0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD721137(NAD 83)
 JD0725_MARKER: DB = BENCH MARK DISK
 JD0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0725_STAMPING: J 282 1962
 JD0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0725+STABILITY: SURFACE MOTION
 JD0725
 JD0725  HISTORY     - Date     Condition        Report By
 JD0725  HISTORY     - 1962     MONUMENTED       CGS
 JD0725
 JD0725                          STATION DESCRIPTION
 JD0725
 JD0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0725'6.2 MI NE FROM SWEET SPRINGS.
 JD0725'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0725'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 5.4 MILES
 JD0725'EAST ALONG INTERSTATE HIGHWAY 70, AT A T ROAD JUNCTION NEAR
 JD0725'THE BOTTOM OF A DRAW, 124 FEET SOUTH OF THE CENTERLINE OF THE
 JD0725'EAST BOUND TRAFFIC LANE, 30 FEET SOUTH OF OLD U.S. HIOGHWAY 40,
 JD0725'18 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 3 FEET WEST
 JD0725'OF A FENCE CORNER, 1.4 FEET EAST OF A WITNESS POST, ABOUT 10
 JD0725'FEET BELOW THE INTERSTATE, AND SET IN THE TOP OF A CONCRETE
 JD0725'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0711 ***********************************************************************
 JD0711  DESIGNATION -  J 283
 JD0711  PID         -  JD0711
 JD0711  STATE/COUNTY-  MO/SALINE
 JD0711  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0711
 JD0711                         *CURRENT SURVEY CONTROL
 JD0711  ___________________________________________________________________
 JD0711* NAD 83(1986)-  38 58 00.     (N)    093 26 04.     (W)     SCALED    
 JD0711* NAVD 88     -       203.200  (meters)     666.67   (feet)  ADJUSTED  
 JD0711  ___________________________________________________________________
 JD0711  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD0711  DYNAMIC HT  -         203.069 (meters)     666.24  (feet)  COMP
 JD0711  MODELED GRAV-     979,980.8   (mgal)                       NAVD 88
 JD0711
 JD0711  VERT ORDER  -  SECOND    CLASS 0
 JD0711
 JD0711.The horizontal coordinates were scaled from a topographic map and have
 JD0711.an estimated accuracy of +/- 6 seconds.
 JD0711
 JD0711.The orthometric height was determined by differential leveling
 JD0711.and adjusted by the National Geodetic Survey in June 1991..
 JD0711
 JD0711.The geoid height was determined by GEOID03.
 JD0711
 JD0711.The dynamic height is computed by dividing the NAVD 88
 JD0711.geopotential number by the normal gravity value computed on the
 JD0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0711.degrees latitude (g = 980.6199 gals.).
 JD0711
 JD0711.The modeled gravity was interpolated from observed gravity values.
 JD0711
 JD0711;                    North         East    Units  Estimated Accuracy
 JD0711;SPC MO C     -   348,150.      419,020.      MT  (+/- 180 meters Scaled)
 JD0711
 JD0711                          SUPERSEDED SURVEY CONTROL
 JD0711
 JD0711  NGVD 29 (??/??/92)  203.109  (m)          666.37   (f) ADJ UNCH    2 0
 JD0711
 JD0711.Superseded values are not recommended for survey control.
 JD0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0711.See file dsdata.txt to determine how the superseded data were derived.
 JD0711
 JD0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD623131(NAD 83)
 JD0711_MARKER: DB = BENCH MARK DISK
 JD0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0711_STAMPING: J 283 1962
 JD0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0711+STABILITY: SURFACE MOTION
 JD0711
 JD0711  HISTORY     - Date     Condition        Report By
 JD0711  HISTORY     - 1962     MONUMENTED       CGS
 JD0711
 JD0711                          STATION DESCRIPTION
 JD0711
 JD0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0711'1 MI W FROM SWEET SPRINGS.
 JD0711'ABOUT 1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0711'THE STATION AT SWEET SPRINGS, AT A PRIVATE ROAD CROSSING, 2
 JD0711'POLES WEST OF MILEPOLE 212+10, 42 FEET SOUTHWEST OF THE CENTER OF
 JD0711'THE CROSSING, 37 FEET WEST OF THE CENTERLINE OF THE PRIVATE ROAD,
 JD0711'33.5 FEET SOUTH OF THE SOUTH RAIL, 4 FEET NORTHWEST OF A FENCE
 JD0711'CORNER, 1.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 JD0711'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JD0711'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0521 ***********************************************************************
 KD0521  DESIGNATION -  J 284
 KD0521  PID         -  KD0521
 KD0521  STATE/COUNTY-  MO/SALINE
 KD0521  USGS QUAD   -  SHACKLEFORD (1979)
 KD0521
 KD0521                         *CURRENT SURVEY CONTROL
 KD0521  ___________________________________________________________________
 KD0521* NAD 83(1986)-  39 04 06.     (N)    093 20 24.     (W)     SCALED    
 KD0521* NAVD 88     -       235.586  (meters)     772.92   (feet)  ADJUSTED  
 KD0521  ___________________________________________________________________
 KD0521  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0521  DYNAMIC HT  -         235.439 (meters)     772.44  (feet)  COMP
 KD0521  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 KD0521
 KD0521  VERT ORDER  -  SECOND    CLASS 0
 KD0521
 KD0521.The horizontal coordinates were scaled from a topographic map and have
 KD0521.an estimated accuracy of +/- 6 seconds.
 KD0521
 KD0521.The orthometric height was determined by differential leveling
 KD0521.and adjusted by the National Geodetic Survey in June 1991..
 KD0521
 KD0521.The geoid height was determined by GEOID03.
 KD0521
 KD0521.The dynamic height is computed by dividing the NAVD 88
 KD0521.geopotential number by the normal gravity value computed on the
 KD0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0521.degrees latitude (g = 980.6199 gals.).
 KD0521
 KD0521.The modeled gravity was interpolated from observed gravity values.
 KD0521
 KD0521;                    North         East    Units  Estimated Accuracy
 KD0521;SPC MO C     -   359,350.      427,310.      MT  (+/- 180 meters Scaled)
 KD0521
 KD0521                          SUPERSEDED SURVEY CONTROL
 KD0521
 KD0521  NGVD 29 (??/??/92)  235.506  (m)          772.66   (f) ADJ UNCH    2 0
 KD0521
 KD0521.Superseded values are not recommended for survey control.
 KD0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0521.See file dsdata.txt to determine how the superseded data were derived.
 KD0521
 KD0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD705244(NAD 83)
 KD0521_MARKER: DB = BENCH MARK DISK
 KD0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0521_STAMPING: J 284 1962
 KD0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0521+STABILITY: SURFACE MOTION
 KD0521
 KD0521  HISTORY     - Date     Condition        Report By
 KD0521  HISTORY     - 1962     MONUMENTED       CGS
 KD0521  HISTORY     - 1963     GOOD             NGS
 KD0521
 KD0521                          STATION DESCRIPTION
 KD0521
 KD0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0521'11.8 MI NE FROM SWEET SPRINGS.
 KD0521'ABOUT 7.5 MILE NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 KD0521'HIGHWAY 127 AND U.S. INTERSTATE HIGHWAY 70 AT SWEET SPRINGS, THENCE
 KD0521'1.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG
 KD0521'A GRAVELED ROAD, THENCE 2.8 MILE EAST ALONG A GRAVELED ROAD, AT A
 KD0521'ROAD INTERSECTION, 39 FEET NORTH NORTHEAST OF THE CENTER OF THE
 KD0521'INTERSECTION, 22 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET
 KD0521'EAST OF A POWER POLE, 1.8 FEET WEST OF A WITNESS POST, ABOUT 3 FEET
 KD0521'HIGHER THAN THE ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 KD0521'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0616 ***********************************************************************
 KD0616  DESIGNATION -  J 285
 KD0616  PID         -  KD0616
 KD0616  STATE/COUNTY-  MO/LAFAYETTE
 KD0616  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0616
 KD0616                         *CURRENT SURVEY CONTROL
 KD0616  ___________________________________________________________________
 KD0616* NAD 83(1986)-  39 10 02.     (N)    093 54 58.     (W)     SCALED    
 KD0616* NAVD 88     -       210.538  (meters)     690.74   (feet)  ADJUSTED  
 KD0616  ___________________________________________________________________
 KD0616  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0616  DYNAMIC HT  -         210.407 (meters)     690.31  (feet)  COMP
 KD0616  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 KD0616
 KD0616  VERT ORDER  -  FIRST     CLASS II
 KD0616
 KD0616.The horizontal coordinates were scaled from a topographic map and have
 KD0616.an estimated accuracy of +/- 6 seconds.
 KD0616
 KD0616.The orthometric height was determined by differential leveling
 KD0616.and adjusted by the National Geodetic Survey in June 1991..
 KD0616
 KD0616.The geoid height was determined by GEOID03.
 KD0616
 KD0616.The dynamic height is computed by dividing the NAVD 88
 KD0616.geopotential number by the normal gravity value computed on the
 KD0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0616.degrees latitude (g = 980.6199 gals.).
 KD0616
 KD0616.The modeled gravity was interpolated from observed gravity values.
 KD0616
 KD0616;                    North         East    Units  Estimated Accuracy
 KD0616;SPC MO W     -   333,180.      900,460.      MT  (+/- 180 meters Scaled)
 KD0616
 KD0616                          SUPERSEDED SURVEY CONTROL
 KD0616
 KD0616  NGVD 29 (??/??/92)  210.447  (m)          690.44   (f) ADJ UNCH    1 2
 KD0616
 KD0616.Superseded values are not recommended for survey control.
 KD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0616.See file dsdata.txt to determine how the superseded data were derived.
 KD0616
 KD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD208357(NAD 83)
 KD0616_MARKER: DB = BENCH MARK DISK
 KD0616_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KD0616_SP_SET: HEADWALL
 KD0616_STAMPING: J 285 1962
 KD0616_MARK LOGO: CGS   
 KD0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0616+STABILITY: SURFACE MOTION
 KD0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0616+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 KD0616
 KD0616  HISTORY     - Date     Condition        Report By
 KD0616  HISTORY     - 1962     MONUMENTED       CGS
 KD0616  HISTORY     - 1986     GOOD             NGS
 KD0616  HISTORY     - 20050325 GOOD             MODNR
 KD0616
 KD0616                          STATION DESCRIPTION
 KD0616
 KD0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0616'1 MI SW FROM MYRICK STATION.
 KD0616'1.0 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0616'MYRICK RAILROAD STATION, 20 POLES SOUTHWEST OF MILEPOST NO. 248,
 KD0616'AT A 10 X 12 FOOT BOX CULVERT UNDER THE RAILROAD, IN THE TOP OF
 KD0616'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL, 91 FEET
 KD0616'NORTHEAST ACROSS TRACKS FROM POLE NO. 248-20 27.3 FEET NORTHWEST
 KD0616'OF THE NORTHWEST RAIL OF THE MAIN TRACKS, 0.5 FEET NORTHEAST OF
 KD0616'THE SOUTHWEST EDGE OF THE HEADWALL, ABOUT 5 1/2 FEET LOWER THAN
 KD0616'THE TRACKS.
 KD0616
 KD0616                          STATION RECOVERY (1986)
 KD0616
 KD0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0616'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.7 KM (2.3 MI)
 KD0616'WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE IN LEXINGTON,
 KD0616'1.6 KM (1.0 MI) SOUTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION AT
 KD0616'MYRICK.  ADD--34.3 M (112.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE.
 KD0616
 KD0616                          STATION RECOVERY (2005)
 KD0616
 KD0616'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0536 ***********************************************************************
 KD0536  DESIGNATION -  J 286
 KD0536  PID         -  KD0536
 KD0536  STATE/COUNTY-  MO/SALINE
 KD0536  USGS QUAD   -  GRAND PASS (1978)
 KD0536
 KD0536                         *CURRENT SURVEY CONTROL
 KD0536  ___________________________________________________________________
 KD0536* NAD 83(1986)-  39 08 43.     (N)    093 29 08.     (W)     SCALED    
 KD0536* NAVD 88     -       223.604  (meters)     733.61   (feet)  ADJUSTED  
 KD0536  ___________________________________________________________________
 KD0536  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0536  DYNAMIC HT  -         223.465 (meters)     733.15  (feet)  COMP
 KD0536  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 KD0536
 KD0536  VERT ORDER  -  SECOND    CLASS 0
 KD0536
 KD0536.The horizontal coordinates were scaled from a topographic map and have
 KD0536.an estimated accuracy of +/- 6 seconds.
 KD0536
 KD0536.The orthometric height was determined by differential leveling
 KD0536.and adjusted by the National Geodetic Survey in June 1991..
 KD0536
 KD0536.The geoid height was determined by GEOID03.
 KD0536
 KD0536.The dynamic height is computed by dividing the NAVD 88
 KD0536.geopotential number by the normal gravity value computed on the
 KD0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0536.degrees latitude (g = 980.6199 gals.).
 KD0536
 KD0536.The modeled gravity was interpolated from observed gravity values.
 KD0536
 KD0536;                    North         East    Units  Estimated Accuracy
 KD0536;SPC MO C     -   368,020.      414,810.      MT  (+/- 180 meters Scaled)
 KD0536
 KD0536                          SUPERSEDED SURVEY CONTROL
 KD0536
 KD0536  NGVD 29 (??/??/92)  223.499  (m)          733.26   (f) ADJ UNCH    2 0
 KD0536
 KD0536.Superseded values are not recommended for survey control.
 KD0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0536.See file dsdata.txt to determine how the superseded data were derived.
 KD0536
 KD0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD580330(NAD 83)
 KD0536_MARKER: DB = BENCH MARK DISK
 KD0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0536_STAMPING: J 286 1962
 KD0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0536+STABILITY: SURFACE MOTION
 KD0536
 KD0536  HISTORY     - Date     Condition        Report By
 KD0536  HISTORY     - 1962     MONUMENTED       CGS
 KD0536
 KD0536                          STATION DESCRIPTION
 KD0536
 KD0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0536'3.3 MI N FROM BLACKBURN.
 KD0536'ABOUT 0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 KD0536'BLACKBURN, THENCE 0.25 MILE WEST ALONG COUNTY ROAD, THENCE 2.25
 KD0536'MILE NORTH ALONG A COUNTY ROAD, 0.05 MILE SOUTH OF ENTRANCE TO
 KD0536'A FARM HOUSE, 26 FEET EAST OF THE CENTERLINE OF THE ROAD, 3.7
 KD0536'FEET WEST OF A FENCE, 1.7 FEET WEST OF A TELEPHONE POLE WITH GUY
 KD0536'WIRE, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT BELOW THE
 KD0536'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0705 ***********************************************************************
 KD0705  DESIGNATION -  J 287
 KD0705  PID         -  KD0705
 KD0705  STATE/COUNTY-  MO/LAFAYETTE
 KD0705  USGS QUAD   -  DOVER (1978)
 KD0705
 KD0705                         *CURRENT SURVEY CONTROL
 KD0705  ___________________________________________________________________
 KD0705* NAD 83(1986)-  39 10 49.     (N)    093 37 38.     (W)     SCALED    
 KD0705* NAVD 88     -       249.039  (meters)     817.06   (feet)  ADJUSTED  
 KD0705  ___________________________________________________________________
 KD0705  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0705  DYNAMIC HT  -         248.883 (meters)     816.54  (feet)  COMP
 KD0705  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 KD0705
 KD0705  VERT ORDER  -  SECOND    CLASS 0
 KD0705
 KD0705.The horizontal coordinates were scaled from a topographic map and have
 KD0705.an estimated accuracy of +/- 6 seconds.
 KD0705
 KD0705.The orthometric height was determined by differential leveling
 KD0705.and adjusted by the National Geodetic Survey in June 1991..
 KD0705
 KD0705.The geoid height was determined by GEOID03.
 KD0705
 KD0705.The dynamic height is computed by dividing the NAVD 88
 KD0705.geopotential number by the normal gravity value computed on the
 KD0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0705.degrees latitude (g = 980.6199 gals.).
 KD0705
 KD0705.The modeled gravity was interpolated from observed gravity values.
 KD0705
 KD0705;                    North         East    Units  Estimated Accuracy
 KD0705;SPC MO W     -   334,830.      925,410.      MT  (+/- 180 meters Scaled)
 KD0705
 KD0705                          SUPERSEDED SURVEY CONTROL
 KD0705
 KD0705  NGVD 29 (??/??/92)  248.928  (m)          816.69   (f) ADJ UNCH    2 0
 KD0705
 KD0705.Superseded values are not recommended for survey control.
 KD0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0705.See file dsdata.txt to determine how the superseded data were derived.
 KD0705
 KD0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD458369(NAD 83)
 KD0705_MARKER: DB = BENCH MARK DISK
 KD0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0705_STAMPING: J 287 1962
 KD0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0705+STABILITY: SURFACE MOTION
 KD0705
 KD0705  HISTORY     - Date     Condition        Report By
 KD0705  HISTORY     - 1962     MONUMENTED       CGS
 KD0705
 KD0705                          STATION DESCRIPTION
 KD0705
 KD0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0705'4.5 MI S FROM HODGE.
 KD0705'2.7 MILES SOUTHWEST ALONG ASPHALT COUNTY ROAD NO. N FROM THE
 KD0705'GENERAL STORE AND POST OFFICE AT HODGE, THENCE 0.8 MILE SOUTHEAST
 KD0705'ALONG U.S. HIGHWAY 24, THENCE 1.0 MILE SOUTH ALONG A COUNTY
 KD0705'ROAD, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, 35.5 FEET
 KD0705'SOUTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY LEADING TO MORRIS
 KD0705'EVANS FARM, 2.5 FEET EAST OF A POWER POLE BRACED BY A GUY WIRE
 KD0705'AND BEARING A TRANSFORMER, 1.5 FEET NORTH OF A WITNESS POST,
 KD0705'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 KD0705'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0805 ***********************************************************************
 KD0805  DESIGNATION -  J 288
 KD0805  PID         -  KD0805
 KD0805  STATE/COUNTY-  MO/LAFAYETTE
 KD0805  USGS QUAD   -  ODESSA NORTH (1978)
 KD0805
 KD0805                         *CURRENT SURVEY CONTROL
 KD0805  ___________________________________________________________________
 KD0805* NAD 83(1986)-  39 03 38.     (N)    093 58 36.     (W)     SCALED    
 KD0805* NAVD 88     -       252.320  (meters)     827.82   (feet)  ADJUSTED  
 KD0805  ___________________________________________________________________
 KD0805  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0805  DYNAMIC HT  -         252.159 (meters)     827.29  (feet)  COMP
 KD0805  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 KD0805
 KD0805  VERT ORDER  -  SECOND    CLASS 0
 KD0805
 KD0805.The horizontal coordinates were scaled from a topographic map and have
 KD0805.an estimated accuracy of +/- 6 seconds.
 KD0805
 KD0805.The orthometric height was determined by differential leveling
 KD0805.and adjusted by the National Geodetic Survey in June 1991..
 KD0805
 KD0805.The geoid height was determined by GEOID03.
 KD0805
 KD0805.The dynamic height is computed by dividing the NAVD 88
 KD0805.geopotential number by the normal gravity value computed on the
 KD0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0805.degrees latitude (g = 980.6199 gals.).
 KD0805
 KD0805.The modeled gravity was interpolated from observed gravity values.
 KD0805
 KD0805;                    North         East    Units  Estimated Accuracy
 KD0805;SPC MO W     -   321,300.      895,290.      MT  (+/- 180 meters Scaled)
 KD0805
 KD0805                          SUPERSEDED SURVEY CONTROL
 KD0805
 KD0805  NGVD 29 (??/??/92)  252.217  (m)          827.48   (f) ADJ UNCH    2 0
 KD0805
 KD0805.Superseded values are not recommended for survey control.
 KD0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0805.See file dsdata.txt to determine how the superseded data were derived.
 KD0805
 KD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD155239(NAD 83)
 KD0805_MARKER: DB = BENCH MARK DISK
 KD0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0805_STAMPING: J 288 1962
 KD0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0805+STABILITY: SURFACE MOTION
 KD0805
 KD0805  HISTORY     - Date     Condition        Report By
 KD0805  HISTORY     - 1962     MONUMENTED       CGS
 KD0805  HISTORY     - 20060902 MARK NOT FOUND   GEOCAC
 KD0805
 KD0805                          STATION DESCRIPTION
 KD0805
 KD0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0805'5.2 MI S FROM WELLINGTON.
 KD0805'5.25 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE HIGH SCHOOL AT
 KD0805'WELLINGTON, 40 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 KD0805'ROAD LEADING WEST, 32.9 FEET WEST OF THE CENTERLINE OF THE
 KD0805'HIGHWAY, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING
 KD0805'WEST, 9.5 FEET SOUTHEAST OF A CORNER FENCE POST, 8.0 FEET
 KD0805'NORTHWEST OF A CORNER FENCE POST, 1.5 FEET NORTH OF A WITNESS
 KD0805'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 KD0805'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 KD0805
 KD0805                          STATION RECOVERY (2006)
 KD0805
 KD0805'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0805'THE AREA HAS BEEN DISTURBED FOR THE INSTALLATION OF A WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0503 ***********************************************************************
 KD0503  DESIGNATION -  J 289
 KD0503  PID         -  KD0503
 KD0503  STATE/COUNTY-  MO/SALINE
 KD0503  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0503
 KD0503                         *CURRENT SURVEY CONTROL
 KD0503  ___________________________________________________________________
 KD0503* NAD 83(1986)-  39 02 45.     (N)    093 11 43.     (W)     SCALED    
 KD0503* NAVD 88     -       239.161  (meters)     784.65   (feet)  ADJUSTED  
 KD0503  ___________________________________________________________________
 KD0503  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0503  DYNAMIC HT  -         239.012 (meters)     784.16  (feet)  COMP
 KD0503  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 KD0503
 KD0503  VERT ORDER  -  SECOND    CLASS 0
 KD0503
 KD0503.The horizontal coordinates were scaled from a topographic map and have
 KD0503.an estimated accuracy of +/- 6 seconds.
 KD0503
 KD0503.The orthometric height was determined by differential leveling
 KD0503.and adjusted by the National Geodetic Survey in June 1991..
 KD0503
 KD0503.The geoid height was determined by GEOID03.
 KD0503
 KD0503.The dynamic height is computed by dividing the NAVD 88
 KD0503.geopotential number by the normal gravity value computed on the
 KD0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0503.degrees latitude (g = 980.6199 gals.).
 KD0503
 KD0503.The modeled gravity was interpolated from observed gravity values.
 KD0503
 KD0503;                    North         East    Units  Estimated Accuracy
 KD0503;SPC MO C     -   356,750.      439,810.      MT  (+/- 180 meters Scaled)
 KD0503
 KD0503                          SUPERSEDED SURVEY CONTROL
 KD0503
 KD0503  NGVD 29 (??/??/92)  239.087  (m)          784.40   (f) ADJ UNCH    2 0
 KD0503
 KD0503.Superseded values are not recommended for survey control.
 KD0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0503.See file dsdata.txt to determine how the superseded data were derived.
 KD0503
 KD0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD831218(NAD 83)
 KD0503_MARKER: DB = BENCH MARK DISK
 KD0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0503_STAMPING: J 289 1962
 KD0503_MARK LOGO: CGS   
 KD0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0503+STABILITY: SURFACE MOTION
 KD0503
 KD0503  HISTORY     - Date     Condition        Report By
 KD0503  HISTORY     - 1962     MONUMENTED       CGS
 KD0503  HISTORY     - 1963     GOOD             NGS
 KD0503  HISTORY     - 19891201 GOOD             USPSQD
 KD0503  HISTORY     - 19941201 GOOD             LOCENG
 KD0503
 KD0503                          STATION DESCRIPTION
 KD0503
 KD0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0503'5.4 MI S FROM MARSHALL.
 KD0503'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURTHOUSE AT
 KD0503'MARSHALL, THENCE 5.3 MILE SOUTH ALONG U.S. HIGHWAY 65, AT A
 KD0503'CORNER OF A FENCE LINE, 34 FEET WEST OF THE CENTERLINE OF THE
 KD0503'HIGHWAY, 2.3 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A FENCE
 KD0503'LINE, 1.6 FEET WEST OF A POWER POLE, 1.3 FEET NORTH OF A WITNESS
 KD0503'POST, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, A DISK IN THE
 KD0503'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 KD0503
 KD0503                          STATION RECOVERY (1989)
 KD0503
 KD0503'RECOVERY NOTE BY US POWER SQUADRON 1989 (JMT)
 KD0503'RECOVERED IN GOOD CONDITION.
 KD0503
 KD0503                          STATION RECOVERY (1994)
 KD0503
 KD0503'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (JT)
 KD0503'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0322 ***********************************************************************
 HD0322  DESIGNATION -  J 29
 HD0322  PID         -  HD0322
 HD0322  STATE/COUNTY-  MO/WRIGHT
 HD0322  USGS QUAD   -  HARTVILLE (1956)
 HD0322
 HD0322                         *CURRENT SURVEY CONTROL
 HD0322  ___________________________________________________________________
 HD0322* NAD 83(1986)-  37 16 13.     (N)    092 32 59.     (W)     SCALED    
 HD0322* NAVD 88     -       454.310  (meters)    1490.52   (feet)  ADJUSTED  
 HD0322  ___________________________________________________________________
 HD0322  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HD0322  DYNAMIC HT  -         453.947 (meters)    1489.32  (feet)  COMP
 HD0322  MODELED GRAV-     979,817.9   (mgal)                       NAVD 88
 HD0322
 HD0322  VERT ORDER  -  SECOND    CLASS 0
 HD0322
 HD0322.The horizontal coordinates were scaled from a topographic map and have
 HD0322.an estimated accuracy of +/- 6 seconds.
 HD0322
 HD0322.The orthometric height was determined by differential leveling
 HD0322.and adjusted by the National Geodetic Survey in June 1991..
 HD0322
 HD0322.The geoid height was determined by GEOID03.
 HD0322
 HD0322.The dynamic height is computed by dividing the NAVD 88
 HD0322.geopotential number by the normal gravity value computed on the
 HD0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0322.degrees latitude (g = 980.6199 gals.).
 HD0322
 HD0322.The modeled gravity was interpolated from observed gravity values.
 HD0322
 HD0322;                    North         East    Units  Estimated Accuracy
 HD0322;SPC MO C     -   159,450.      495,590.      MT  (+/- 180 meters Scaled)
 HD0322
 HD0322                          SUPERSEDED SURVEY CONTROL
 HD0322
 HD0322  NGVD 29 (??/??/92)  454.176  (m)         1490.08   (f) ADJ UNCH    2 0
 HD0322
 HD0322.Superseded values are not recommended for survey control.
 HD0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0322.See file dsdata.txt to determine how the superseded data were derived.
 HD0322
 HD0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB399249(NAD 83)
 HD0322_MARKER: DB = BENCH MARK DISK
 HD0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0322_STAMPING: J 29 1934
 HD0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0322+STABILITY: SURFACE MOTION
 HD0322
 HD0322  HISTORY     - Date     Condition        Report By
 HD0322  HISTORY     - 1934     MONUMENTED       CGS
 HD0322  HISTORY     - 1979     GOOD             NGS
 HD0322  HISTORY     - 1979     GOOD             NGS
 HD0322
 HD0322                          STATION DESCRIPTION
 HD0322
 HD0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0322'2.7 MI N FROM HARTVILLE.
 HD0322'2.7 MILES NORTH ALONG STATE HIGHWAY 5 FROM HARTVILLE, WRIGHT
 HD0322'COUNTY, 75 YARDS EAST OF A ONE STORY DWELLING ON THE SOUTH SIDE
 HD0322'OF THE HIGHWAY, 120 FEET SOUTHEAST OF THE STORE AND SERVICE
 HD0322'STATION OWNED IN 1934 BY EVERETTE FANCHLER, 33 FEET SOUTH OF THE
 HD0322'CENTERLINE OF THE HIGHWAY, AND 5 FEET WEST OF A POLE.  A STANDARD
 HD0322'DISK, STAMPED J 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HD0322
 HD0322                          STATION RECOVERY (1979)
 HD0322
 HD0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HD0322'THE STORE AND SERVICE STATION IS NOW A PRIVATE RESIDENCE.
 HD0322
 HD0322                          STATION RECOVERY (1979)
 HD0322
 HD0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HD0322'THE STORE AND SERVICE STATION IS NOW A PRIVATE RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1210 ***********************************************************************
 JD1210  DESIGNATION -  J 290
 JD1210  PID         -  JD1210
 JD1210  STATE/COUNTY-  MO/PETTIS
 JD1210  USGS QUAD   -  SWEET SPRINGS (1973)
 JD1210
 JD1210                         *CURRENT SURVEY CONTROL
 JD1210  ___________________________________________________________________
 JD1210* NAD 83(1986)-  38 54 51.     (N)    093 24 49.     (W)     SCALED    
 JD1210* NAVD 88     -       211.972  (meters)     695.44   (feet)  ADJUSTED  
 JD1210  ___________________________________________________________________
 JD1210  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1210  DYNAMIC HT  -         211.834 (meters)     694.99  (feet)  COMP
 JD1210  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 JD1210
 JD1210  VERT ORDER  -  SECOND    CLASS 0
 JD1210
 JD1210.The horizontal coordinates were scaled from a topographic map and have
 JD1210.an estimated accuracy of +/- 6 seconds.
 JD1210
 JD1210.The orthometric height was determined by differential leveling
 JD1210.and adjusted by the National Geodetic Survey in June 1991..
 JD1210
 JD1210.The geoid height was determined by GEOID03.
 JD1210
 JD1210.The dynamic height is computed by dividing the NAVD 88
 JD1210.geopotential number by the normal gravity value computed on the
 JD1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1210.degrees latitude (g = 980.6199 gals.).
 JD1210
 JD1210.The modeled gravity was interpolated from observed gravity values.
 JD1210
 JD1210;                    North         East    Units  Estimated Accuracy
 JD1210;SPC MO C     -   342,300.      420,770.      MT  (+/- 180 meters Scaled)
 JD1210
 JD1210                          SUPERSEDED SURVEY CONTROL
 JD1210
 JD1210  NGVD 29 (??/??/92)  211.884  (m)          695.16   (f) ADJ UNCH    2 0
 JD1210
 JD1210.Superseded values are not recommended for survey control.
 JD1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1210.See file dsdata.txt to determine how the superseded data were derived.
 JD1210
 JD1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD641073(NAD 83)
 JD1210_MARKER: DB = BENCH MARK DISK
 JD1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1210_SP_SET: CULVERT
 JD1210_STAMPING: J 290 1962
 JD1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1210
 JD1210  HISTORY     - Date     Condition        Report By
 JD1210  HISTORY     - 1962     MONUMENTED       CGS
 JD1210  HISTORY     - 1963     GOOD             NGS
 JD1210
 JD1210                          STATION DESCRIPTION
 JD1210
 JD1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1210'5.4 MI SE FROM SWEET SPRINGS.
 JD1210'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE RAILROAD
 JD1210'STATION AT SWEET SPRINGS, THENCE 3.95 MILES SOUTH ALONG STATE
 JD1210'HIGHWAY 127, THENCE 1.25 MILES EAST-SOUTHEAST ALONG A COUNTY
 JD1210'ROAD, 11.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, SET IN THE
 JD1210'TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE
 JD1210'CULVERT, 1.5 FEET WEST OF THE EAST END OF THE HEADWALL, AND ABOUT
 JD1210'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1150 ***********************************************************************
 JD1150  DESIGNATION -  J 291
 JD1150  PID         -  JD1150
 JD1150  STATE/COUNTY-  MO/PETTIS
 JD1150  USGS QUAD   -  HUGHESVILLE (1973)
 JD1150
 JD1150                         *CURRENT SURVEY CONTROL
 JD1150  ___________________________________________________________________
 JD1150* NAD 83(1986)-  38 51 29.     (N)    093 18 50.     (W)     SCALED    
 JD1150* NAVD 88     -       234.689  (meters)     769.98   (feet)  ADJUSTED  
 JD1150  ___________________________________________________________________
 JD1150  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1150  DYNAMIC HT  -         234.536 (meters)     769.47  (feet)  COMP
 JD1150  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 JD1150
 JD1150  VERT ORDER  -  SECOND    CLASS 0
 JD1150
 JD1150.The horizontal coordinates were scaled from a topographic map and have
 JD1150.an estimated accuracy of +/- 6 seconds.
 JD1150
 JD1150.The orthometric height was determined by differential leveling
 JD1150.and adjusted by the National Geodetic Survey in June 1991..
 JD1150
 JD1150.The geoid height was determined by GEOID03.
 JD1150
 JD1150.The dynamic height is computed by dividing the NAVD 88
 JD1150.geopotential number by the normal gravity value computed on the
 JD1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1150.degrees latitude (g = 980.6199 gals.).
 JD1150
 JD1150.The modeled gravity was interpolated from observed gravity values.
 JD1150
 JD1150;                    North         East    Units  Estimated Accuracy
 JD1150;SPC MO C     -   335,990.      429,360.      MT  (+/- 180 meters Scaled)
 JD1150
 JD1150                          SUPERSEDED SURVEY CONTROL
 JD1150
 JD1150  NGVD 29 (??/??/92)  234.600  (m)          769.68   (f) ADJ UNCH    2 0
 JD1150
 JD1150.Superseded values are not recommended for survey control.
 JD1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1150.See file dsdata.txt to determine how the superseded data were derived.
 JD1150
 JD1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD727010(NAD 83)
 JD1150_MARKER: DB = BENCH MARK DISK
 JD1150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1150_SP_SET: BRIDGE
 JD1150_STAMPING: J 291 1963
 JD1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD1150+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 JD1150
 JD1150  HISTORY     - Date     Condition        Report By
 JD1150  HISTORY     - 1963     MONUMENTED       CGS
 JD1150  HISTORY     - 20010912 GOOD             SKW
 JD1150  HISTORY     - 20030606 GOOD             SKW
 JD1150
 JD1150                          STATION DESCRIPTION
 JD1150
 JD1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1150'16.4 MI NW FROM SEDALIA.
 JD1150'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1150'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1150'HIGHWAY 65, THENCE 6.2 MILES WEST ALONG HIGHWAY D, 11.7 FEET
 JD1150'NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE NORTH END OF
 JD1150'THE WEST CONCRETE WING WALL OF A CONCRETE BRIDGE OVER A SMALL
 JD1150'CREEK, 1.0 FOOT NORTHWEST OF A SUPPORT FOR A METAL GUARDRAIL,
 JD1150'AND ABOUT LEVEL WITH THE HIGHWAY.
 JD1150
 JD1150                          STATION RECOVERY (2001)
 JD1150
 JD1150'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JD1150'RECOVERED IN GOOD CONDITION.
 JD1150
 JD1150                          STATION RECOVERY (2003)
 JD1150
 JD1150'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC)
 JD1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0546 ***********************************************************************
 JD0546  DESIGNATION -  J 292
 JD0546  PID         -  JD0546
 JD0546  STATE/COUNTY-  MO/COOPER
 JD0546  USGS QUAD   -  TIPTON (1979)
 JD0546
 JD0546                         *CURRENT SURVEY CONTROL
 JD0546  ___________________________________________________________________
 JD0546* NAD 83(1986)-  38 44 22.     (N)    092 51 23.     (W)     SCALED    
 JD0546* NAVD 88     -       266.244  (meters)     873.50   (feet)  ADJUSTED  
 JD0546  ___________________________________________________________________
 JD0546  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0546  DYNAMIC HT  -         266.066 (meters)     872.92  (feet)  COMP
 JD0546  MODELED GRAV-     979,952.3   (mgal)                       NAVD 88
 JD0546
 JD0546  VERT ORDER  -  SECOND    CLASS 0
 JD0546
 JD0546.The horizontal coordinates were scaled from a topographic map and have
 JD0546.an estimated accuracy of +/- 6 seconds.
 JD0546
 JD0546.The orthometric height was determined by differential leveling
 JD0546.and adjusted by the National Geodetic Survey in June 1991..
 JD0546
 JD0546.The geoid height was determined by GEOID03.
 JD0546
 JD0546.The dynamic height is computed by dividing the NAVD 88
 JD0546.geopotential number by the normal gravity value computed on the
 JD0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0546.degrees latitude (g = 980.6199 gals.).
 JD0546
 JD0546.The modeled gravity was interpolated from observed gravity values.
 JD0546
 JD0546;                    North         East    Units  Estimated Accuracy
 JD0546;SPC MO C     -   322,570.      469,020.      MT  (+/- 180 meters Scaled)
 JD0546
 JD0546                          SUPERSEDED SURVEY CONTROL
 JD0546
 JD0546  NGVD 29 (??/??/92)  266.151  (m)          873.20   (f) ADJ UNCH    2 0
 JD0546
 JD0546.Superseded values are not recommended for survey control.
 JD0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0546.See file dsdata.txt to determine how the superseded data were derived.
 JD0546
 JD0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC124878(NAD 83)
 JD0546_MARKER: DB = BENCH MARK DISK
 JD0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0546_STAMPING: J 292 1963
 JD0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0546+STABILITY: SURFACE MOTION
 JD0546
 JD0546  HISTORY     - Date     Condition        Report By
 JD0546  HISTORY     - 1963     MONUMENTED       CGS
 JD0546
 JD0546                          STATION DESCRIPTION
 JD0546
 JD0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0546'5.9 MI NE FROM SYRACUSE.
 JD0546'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0546'STATION AT SYRACUSE, THENCE 5.1 MILES NORTH ALONG STATE HIGHWAY
 JD0546'5, 47.8 FEET SOUTHWEST OF THE CENTER OF THE T-JUNCTION OF A ROAD
 JD0546'LEADING WEST, 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 24.6
 JD0546'FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 1.5 FEET
 JD0546'NORTH OF A FENCE, 1.0 FOOT WEST OF THE WEST GATE POST OF A GATE AT
 JD0546'THE ENTRANCE TO A FIELD, 1.5 FEET EAST OF A WITNESS POST, ABOUT
 JD0546'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JD0546'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0757 ***********************************************************************
 KD0757  DESIGNATION -  J 293
 KD0757  PID         -  KD0757
 KD0757  STATE/COUNTY-  MO/LAFAYETTE
 KD0757  USGS QUAD   -  ODESSA NORTH (1978)
 KD0757
 KD0757                         *CURRENT SURVEY CONTROL
 KD0757  ___________________________________________________________________
 KD0757* NAD 83(1986)-  39 00 18.     (N)    093 53 15.     (W)     SCALED    
 KD0757* NAVD 88     -       269.672  (meters)     884.75   (feet)  ADJUSTED  
 KD0757  ___________________________________________________________________
 KD0757  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0757  DYNAMIC HT  -         269.498 (meters)     884.18  (feet)  COMP
 KD0757  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 KD0757
 KD0757  VERT ORDER  -  SECOND    CLASS 0
 KD0757
 KD0757.The horizontal coordinates were scaled from a topographic map and have
 KD0757.an estimated accuracy of +/- 6 seconds.
 KD0757
 KD0757.The orthometric height was determined by differential leveling
 KD0757.and adjusted by the National Geodetic Survey in June 1991..
 KD0757
 KD0757.The geoid height was determined by GEOID03.
 KD0757
 KD0757.The dynamic height is computed by dividing the NAVD 88
 KD0757.geopotential number by the normal gravity value computed on the
 KD0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0757.degrees latitude (g = 980.6199 gals.).
 KD0757
 KD0757.The modeled gravity was interpolated from observed gravity values.
 KD0757
 KD0757;                    North         East    Units  Estimated Accuracy
 KD0757;SPC MO W     -   315,180.      903,050.      MT  (+/- 180 meters Scaled)
 KD0757
 KD0757                          SUPERSEDED SURVEY CONTROL
 KD0757
 KD0757  NGVD 29 (??/??/92)  269.573  (m)          884.42   (f) ADJ UNCH    2 0
 KD0757
 KD0757.Superseded values are not recommended for survey control.
 KD0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0757.See file dsdata.txt to determine how the superseded data were derived.
 KD0757
 KD0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD231177(NAD 83)
 KD0757_MARKER: DB = BENCH MARK DISK
 KD0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0757_SP_SET: OVERPASS
 KD0757_STAMPING: J 293 1962
 KD0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0757+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 KD0757
 KD0757  HISTORY     - Date     Condition        Report By
 KD0757  HISTORY     - 1962     MONUMENTED       CGS
 KD0757  HISTORY     - 1963     GOOD             NGS
 KD0757  HISTORY     - 20060902 GOOD             GEOCAC
 KD0757
 KD0757                          STATION DESCRIPTION
 KD0757
 KD0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0757'4 MI E FROM ODESSA.
 KD0757'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0757'AT ODESSA, THENCE 3.3 MILES EAST ALONG INTERSTATE HIGHWAY 70,
 KD0757'22 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE
 KD0757'OF THE HIGHWAY, SET VERTICALLY IN THE EAST FACE OF THE MORE
 KD0757'EASTERLY OF TWO PILLARS SUPPORTING THE OVERPASS OF HIGHWAY O
 KD0757'AND HIGHWAY M, 4.0 FEET ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE
 KD0757'THE LEVEL OF THE HIGHWAY.
 KD0757
 KD0757                          STATION RECOVERY (2006)
 KD0757
 KD0757'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0771 ***********************************************************************
 KD0771  DESIGNATION -  J 294
 KD0771  PID         -  KD0771
 KD0771  STATE/COUNTY-  MO/LAFAYETTE
 KD0771  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0771
 KD0771                         *CURRENT SURVEY CONTROL
 KD0771  ___________________________________________________________________
 KD0771* NAD 83(1986)-  39 01 54.     (N)    093 44 03.     (W)     SCALED    
 KD0771* NAVD 88     -       230.910  (meters)     757.58   (feet)  ADJUSTED  
 KD0771  ___________________________________________________________________
 KD0771  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD0771  DYNAMIC HT  -         230.762 (meters)     757.09  (feet)  COMP
 KD0771  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 KD0771
 KD0771  VERT ORDER  -  SECOND    CLASS 0
 KD0771
 KD0771.The horizontal coordinates were scaled from a topographic map and have
 KD0771.an estimated accuracy of +/- 6 seconds.
 KD0771
 KD0771.The orthometric height was determined by differential leveling
 KD0771.and adjusted by the National Geodetic Survey in June 1991..
 KD0771
 KD0771.The geoid height was determined by GEOID03.
 KD0771
 KD0771.The dynamic height is computed by dividing the NAVD 88
 KD0771.geopotential number by the normal gravity value computed on the
 KD0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0771.degrees latitude (g = 980.6199 gals.).
 KD0771
 KD0771.The modeled gravity was interpolated from observed gravity values.
 KD0771
 KD0771;                    North         East    Units  Estimated Accuracy
 KD0771;SPC MO W     -   318,240.      916,310.      MT  (+/- 180 meters Scaled)
 KD0771
 KD0771                          SUPERSEDED SURVEY CONTROL
 KD0771
 KD0771  NGVD 29 (??/??/92)  230.819  (m)          757.28   (f) ADJ UNCH    2 0
 KD0771
 KD0771.Superseded values are not recommended for survey control.
 KD0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0771.See file dsdata.txt to determine how the superseded data were derived.
 KD0771
 KD0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD364205(NAD 83)
 KD0771_MARKER: DB = BENCH MARK DISK
 KD0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0771_SP_SET: CULVERT
 KD0771_STAMPING: J 294 1962
 KD0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0771
 KD0771  HISTORY     - Date     Condition        Report By
 KD0771  HISTORY     - 1962     MONUMENTED       CGS
 KD0771  HISTORY     - 1963     GOOD             NGS
 KD0771
 KD0771                          STATION DESCRIPTION
 KD0771
 KD0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0771'3.4 MI S FROM HIGGINSVILLE.
 KD0771'3.4 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE COURT HOUSE AT
 KD0771'HIGGINSVILLE, SET IN THE NORTH END OF THE EAST HEADWALL OF A
 KD0771'8 BY 5 FOOT CULVERT, 22 FEET EAST OF THE CENTERLINE OF THE
 KD0771'HIGHWAY, ABOUT 2 FEET LOWER THAN THE HIGHWAY, A DISK DRILLED
 KD0771'IN HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2008 ***********************************************************************
 JD2008  DESIGNATION -  J 295
 JD2008  PID         -  JD2008
 JD2008  STATE/COUNTY-  MO/JOHNSON
 JD2008  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2008
 JD2008                         *CURRENT SURVEY CONTROL
 JD2008  ___________________________________________________________________
 JD2008* NAD 83(1986)-  38 54 20.     (N)    093 53 16.     (W)     SCALED    
 JD2008* NAVD 88     -       245.380  (meters)     805.05   (feet)  ADJUSTED  
 JD2008  ___________________________________________________________________
 JD2008  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2008  DYNAMIC HT  -         245.218 (meters)     804.52  (feet)  COMP
 JD2008  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 JD2008
 JD2008  VERT ORDER  -  SECOND    CLASS 0
 JD2008
 JD2008.The horizontal coordinates were scaled from a topographic map and have
 JD2008.an estimated accuracy of +/- 6 seconds.
 JD2008
 JD2008.The orthometric height was determined by differential leveling
 JD2008.and adjusted by the National Geodetic Survey in June 1991..
 JD2008
 JD2008.The geoid height was determined by GEOID03.
 JD2008
 JD2008.The dynamic height is computed by dividing the NAVD 88
 JD2008.geopotential number by the normal gravity value computed on the
 JD2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2008.degrees latitude (g = 980.6199 gals.).
 JD2008
 JD2008.The modeled gravity was interpolated from observed gravity values.
 JD2008
 JD2008;                    North         East    Units  Estimated Accuracy
 JD2008;SPC MO W     -   304,140.      903,100.      MT  (+/- 180 meters Scaled)
 JD2008
 JD2008                          SUPERSEDED SURVEY CONTROL
 JD2008
 JD2008  NGVD 29 (??/??/92)  245.283  (m)          804.73   (f) ADJ UNCH    2 0
 JD2008
 JD2008.Superseded values are not recommended for survey control.
 JD2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2008.See file dsdata.txt to determine how the superseded data were derived.
 JD2008
 JD2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD230066(NAD 83)
 JD2008_MARKER: DB = BENCH MARK DISK
 JD2008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2008_SP_SET: CULVERT
 JD2008_STAMPING: J 295 1963
 JD2008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2008
 JD2008  HISTORY     - Date     Condition        Report By
 JD2008  HISTORY     - 1963     MONUMENTED       CGS
 JD2008
 JD2008                          STATION DESCRIPTION
 JD2008
 JD2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2008'11.4 MI SE FROM ODESSA.
 JD2008'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2008'AT ODESSA, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 40 AND
 JD2008'INTERSTATE HIGHWAY 70, THENCE 7.3 MILES SOUTH ALONG COUNTY ROAD
 JD2008'M, SET IN THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 10 X
 JD2008'10 FOOT CONCRETE CULVERT, 13.5 FEET EAST OF THE CENTERLINE OF THE
 JD2008'ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0679 ***********************************************************************
 JD0679  DESIGNATION -  J 296
 JD0679  PID         -  JD0679
 JD0679  STATE/COUNTY-  MO/PETTIS
 JD0679  USGS QUAD   -  SEDALIA WEST (1973)
 JD0679
 JD0679                         *CURRENT SURVEY CONTROL
 JD0679  ___________________________________________________________________
 JD0679* NAD 83(1986)-  38 42 57.     (N)    093 15 17.     (W)     SCALED    
 JD0679* NAVD 88     -       249.280  (meters)     817.85   (feet)  ADJUSTED  
 JD0679  ___________________________________________________________________
 JD0679  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0679  DYNAMIC HT  -         249.111 (meters)     817.29  (feet)  COMP
 JD0679  MODELED GRAV-     979,946.6   (mgal)                       NAVD 88
 JD0679
 JD0679  VERT ORDER  -  FIRST     CLASS II
 JD0679
 JD0679.The horizontal coordinates were scaled from a topographic map and have
 JD0679.an estimated accuracy of +/- 6 seconds.
 JD0679
 JD0679.The orthometric height was determined by differential leveling
 JD0679.and adjusted by the National Geodetic Survey in June 1991..
 JD0679
 JD0679.The geoid height was determined by GEOID03.
 JD0679
 JD0679.The dynamic height is computed by dividing the NAVD 88
 JD0679.geopotential number by the normal gravity value computed on the
 JD0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0679.degrees latitude (g = 980.6199 gals.).
 JD0679
 JD0679.The modeled gravity was interpolated from observed gravity values.
 JD0679
 JD0679;                    North         East    Units  Estimated Accuracy
 JD0679;SPC MO C     -   320,160.      434,360.      MT  (+/- 180 meters Scaled)
 JD0679
 JD0679                          SUPERSEDED SURVEY CONTROL
 JD0679
 JD0679  NGVD 29 (??/??/92)  249.188  (m)          817.54   (f) ADJ UNCH    1 2
 JD0679
 JD0679.Superseded values are not recommended for survey control.
 JD0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0679.See file dsdata.txt to determine how the superseded data were derived.
 JD0679
 JD0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC778852(NAD 83)
 JD0679_MARKER: DB = BENCH MARK DISK
 JD0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0679_SP_SET: CULVERT
 JD0679_STAMPING: J 296 1963
 JD0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0679
 JD0679  HISTORY     - Date     Condition        Report By
 JD0679  HISTORY     - 1963     MONUMENTED       CGS
 JD0679
 JD0679                          STATION DESCRIPTION
 JD0679
 JD0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0679'1.3 MI W FROM SEDALIA.
 JD0679'ABOUT 1.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0679'THE STATION AT SEDALIA, NEAR A ROAD CROSSING, SET IN THE EAST
 JD0679'END OF THE NORTH CONCRETE HEADWALL OF A 6 X 8 FOOT CONCRETE
 JD0679'CULVERT, 6 FEET NORTH OF THE NORTH RAIL, AND ABOUT LEVEL WITH
 JD0679'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0659 ***********************************************************************
 JD0659  DESIGNATION -  J 297
 JD0659  PID         -  JD0659
 JD0659  STATE/COUNTY-  MO/PETTIS
 JD0659  USGS QUAD   -  SEDALIA EAST (1973)
 JD0659
 JD0659                         *CURRENT SURVEY CONTROL
 JD0659  ___________________________________________________________________
 JD0659* NAD 83(1986)-  38 41 59.     (N)    093 11 14.     (W)     SCALED    
 JD0659* NAVD 88     -       274.313  (meters)     899.98   (feet)  ADJUSTED  
 JD0659  ___________________________________________________________________
 JD0659  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0659  DYNAMIC HT  -         274.127 (meters)     899.37  (feet)  COMP
 JD0659  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 JD0659
 JD0659  VERT ORDER  -  FIRST     CLASS II
 JD0659
 JD0659.The horizontal coordinates were scaled from a topographic map and have
 JD0659.an estimated accuracy of +/- 6 seconds.
 JD0659
 JD0659.The orthometric height was determined by differential leveling
 JD0659.and adjusted by the National Geodetic Survey in June 1991..
 JD0659
 JD0659.The geoid height was determined by GEOID03.
 JD0659
 JD0659.The dynamic height is computed by dividing the NAVD 88
 JD0659.geopotential number by the normal gravity value computed on the
 JD0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0659.degrees latitude (g = 980.6199 gals.).
 JD0659
 JD0659.The modeled gravity was interpolated from observed gravity values.
 JD0659
 JD0659;                    North         East    Units  Estimated Accuracy
 JD0659;SPC MO C     -   318,320.      440,220.      MT  (+/- 180 meters Scaled)
 JD0659
 JD0659                          SUPERSEDED SURVEY CONTROL
 JD0659
 JD0659  NGVD 29 (??/??/92)  274.216  (m)          899.66   (f) ADJ UNCH    1 2
 JD0659
 JD0659.Superseded values are not recommended for survey control.
 JD0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0659.See file dsdata.txt to determine how the superseded data were derived.
 JD0659
 JD0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC837834(NAD 83)
 JD0659_MARKER: DB = BENCH MARK DISK
 JD0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0659_SP_SET: BRIDGE
 JD0659_STAMPING: J 297 1963
 JD0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0659
 JD0659  HISTORY     - Date     Condition        Report By
 JD0659  HISTORY     - 1963     MONUMENTED       CGS
 JD0659
 JD0659                          STATION DESCRIPTION
 JD0659
 JD0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0659'2.4 MI E FROM SEDALIA.
 JD0659'ABOUT 2.45 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0659'THE STATION AT SEDALIA, SET IN THE TOP OF THE NORTHEAST END OF THE
 JD0659'NORTHWEST CONCRETE ABUTMENT OF BRIDGE NO. 186.5 OVER U.S. HIGHWAY
 JD0659'50, 7.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 0.8 FOOT SOUTHWEST
 JD0659'OF THE NORTHEAST EDGE OF THE ABUTMENT, AND ABOUT 2 FEET BELOW
 JD0659'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1168 ***********************************************************************
 JD1168  DESIGNATION -  J 298
 JD1168  PID         -  JD1168
 JD1168  STATE/COUNTY-  MO/PETTIS
 JD1168  USGS QUAD   -  LONGWOOD (1979)
 JD1168
 JD1168                         *CURRENT SURVEY CONTROL
 JD1168  ___________________________________________________________________
 JD1168* NAD 83(1986)-  38 52 58.     (N)    093 07 46.     (W)     SCALED    
 JD1168* NAVD 88     -       261.638  (meters)     858.39   (feet)  ADJUSTED  
 JD1168  ___________________________________________________________________
 JD1168  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD1168  DYNAMIC HT  -         261.470 (meters)     857.84  (feet)  COMP
 JD1168  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 JD1168
 JD1168  VERT ORDER  -  SECOND    CLASS 0
 JD1168
 JD1168.The horizontal coordinates were scaled from a topographic map and have
 JD1168.an estimated accuracy of +/- 6 seconds.
 JD1168
 JD1168.The orthometric height was determined by differential leveling
 JD1168.and adjusted by the National Geodetic Survey in June 1991..
 JD1168
 JD1168.The geoid height was determined by GEOID03.
 JD1168
 JD1168.The dynamic height is computed by dividing the NAVD 88
 JD1168.geopotential number by the normal gravity value computed on the
 JD1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1168.degrees latitude (g = 980.6199 gals.).
 JD1168
 JD1168.The modeled gravity was interpolated from observed gravity values.
 JD1168
 JD1168;                    North         East    Units  Estimated Accuracy
 JD1168;SPC MO C     -   338,610.      445,390.      MT  (+/- 180 meters Scaled)
 JD1168
 JD1168                          SUPERSEDED SURVEY CONTROL
 JD1168
 JD1168  NGVD 29 (??/??/92)  261.553  (m)          858.11   (f) ADJ UNCH    2 0
 JD1168
 JD1168.Superseded values are not recommended for survey control.
 JD1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1168.See file dsdata.txt to determine how the superseded data were derived.
 JD1168
 JD1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD887037(NAD 83)
 JD1168_MARKER: DB = BENCH MARK DISK
 JD1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1168_STAMPING: J 298 1963
 JD1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1168+STABILITY: SURFACE MOTION
 JD1168
 JD1168  HISTORY     - Date     Condition        Report By
 JD1168  HISTORY     - 1963     MONUMENTED       CGS
 JD1168
 JD1168                          STATION DESCRIPTION
 JD1168
 JD1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1168'17.2 MI NE FROM SEDALIA.
 JD1168'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1168'THE STATION AT SEDALIA, THENCE 10.05 MILES NORTH ALONG U.S.
 JD1168'HIGHWAY 65, THENCE 6.0 MILES NORTHEAST ALONG PAVED COUNTY ROAD
 JD1168'J, THENCE 0.85 MILE NORTH ALONG GRAVELED COUNTY ROAD J, 35.5 FEET
 JD1168'NORTHEAST OF THE CENTER OF THE T-JUNCTION OF A ROAD LEADING WEST,
 JD1168'27.6 FEET EAST OF THE CENTERLINE OF THE ROAD, 23 FEET NORTH OF THE
 JD1168'EXTENDED CENTERLINE OF THE ROAD LEADING WEST, 6.4 FEET NORTHWEST
 JD1168'ACROSS A FENCE FROM A POWER POLE BRACED BY TWO GUY WIRES, 1.6
 JD1168'FEET WEST OF A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JD1168'4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD1168'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1251 ***********************************************************************
 JD1251  DESIGNATION -  J 299
 JD1251  PID         -  JD1251
 JD1251  STATE/COUNTY-  MO/PETTIS
 JD1251  USGS QUAD   -  LA MONTE (1973)
 JD1251
 JD1251                         *CURRENT SURVEY CONTROL
 JD1251  ___________________________________________________________________
 JD1251* NAD 83(1986)-  38 48 31.     (N)    093 29 54.     (W)     SCALED    
 JD1251* NAVD 88     -       247.674  (meters)     812.58   (feet)  ADJUSTED  
 JD1251  ___________________________________________________________________
 JD1251  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1251  DYNAMIC HT  -         247.508 (meters)     812.03  (feet)  COMP
 JD1251  MODELED GRAV-     979,953.5   (mgal)                       NAVD 88
 JD1251
 JD1251  VERT ORDER  -  SECOND    CLASS 0
 JD1251
 JD1251.The horizontal coordinates were scaled from a topographic map and have
 JD1251.an estimated accuracy of +/- 6 seconds.
 JD1251
 JD1251.The orthometric height was determined by differential leveling
 JD1251.and adjusted by the National Geodetic Survey in June 1991..
 JD1251
 JD1251.The geoid height was determined by GEOID03.
 JD1251
 JD1251.The dynamic height is computed by dividing the NAVD 88
 JD1251.geopotential number by the normal gravity value computed on the
 JD1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1251.degrees latitude (g = 980.6199 gals.).
 JD1251
 JD1251.The modeled gravity was interpolated from observed gravity values.
 JD1251
 JD1251;                    North         East    Units  Estimated Accuracy
 JD1251;SPC MO C     -   330,660.      413,290.      MT  (+/- 180 meters Scaled)
 JD1251
 JD1251                          SUPERSEDED SURVEY CONTROL
 JD1251
 JD1251  NGVD 29 (??/??/92)  247.582  (m)          812.28   (f) ADJ UNCH    2 0
 JD1251
 JD1251.Superseded values are not recommended for survey control.
 JD1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1251.See file dsdata.txt to determine how the superseded data were derived.
 JD1251
 JD1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC567956(NAD 83)
 JD1251_MARKER: DB = BENCH MARK DISK
 JD1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1251_STAMPING: J 299 1963
 JD1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1251+STABILITY: SURFACE MOTION
 JD1251
 JD1251  HISTORY     - Date     Condition        Report By
 JD1251  HISTORY     - 1963     MONUMENTED       CGS
 JD1251  HISTORY     - 20060506 GOOD             GEOCAC
 JD1251
 JD1251                          STATION DESCRIPTION
 JD1251
 JD1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1251'5.7 MI NE FROM KNOB NOSTER.
 JD1251'ABOUT 3.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1251'STATION AT KNOB NOSTER, THENCE 2.6 MILES NORTH ALONG GRAVELED
 JD1251'COUNTY ROAD FF, 0.2 MILE SOUTH OF A ROAD INTERSECTION, NEAR THE
 JD1251'SOUTHEAST CORNER OF A SMALL DAM, 34.5 FEET EAST OF THE CENTERLINE
 JD1251'OF THE ROAD, 37 FEET NORTH ACROSS A FENCE FROM A POWER POLE, 1.9
 JD1251'FEET WEST OF THE T-JUNCTION OF FENCES, 1.5 FEET SOUTH OF A METAL
 JD1251'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 JD1251'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD1251
 JD1251                          STATION RECOVERY (2006)
 JD1251
 JD1251'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD1251'DELETE FROM THE DESCRIPTION THE REFERENCE TO THE SOUTHEAST CORNER OF A
 JD1251'SMALL DAM. THE METAL WITNESS POST HAS BEEN BROKEN FROM THE CONCRETE
 JD1251'BASE AND IS LEANING AGAINST THE WIRE FENCE.
 JD1251' 
 JD1251'HH2 N38 48 31.4 W93 29 53.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0043 ***********************************************************************
 JC0043  DESIGNATION -  J 3
 JC0043  PID         -  JC0043
 JC0043  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0043  USGS QUAD   -  GRANITE CITY (1998)
 JC0043
 JC0043                         *CURRENT SURVEY CONTROL
 JC0043  ___________________________________________________________________
 JC0043* NAD 83(1986)-  38 37 45.     (N)    090 10 53.     (W)     SCALED    
 JC0043* NAVD 88     -       125.988  (meters)     413.35   (feet)  ADJUSTED  
 JC0043  ___________________________________________________________________
 JC0043  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JC0043  DYNAMIC HT  -         125.908 (meters)     413.08  (feet)  COMP
 JC0043  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JC0043
 JC0043  VERT ORDER  -  FIRST     CLASS II
 JC0043
 JC0043.The horizontal coordinates were scaled from a topographic map and have
 JC0043.an estimated accuracy of +/- 6 seconds.
 JC0043
 JC0043.The orthometric height was determined by differential leveling
 JC0043.and adjusted by the National Geodetic Survey in June 1991..
 JC0043
 JC0043.The geoid height was determined by GEOID03.
 JC0043
 JC0043.The dynamic height is computed by dividing the NAVD 88
 JC0043.geopotential number by the normal gravity value computed on the
 JC0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0043.degrees latitude (g = 980.6199 gals.).
 JC0043
 JC0043.The modeled gravity was interpolated from observed gravity values.
 JC0043
 JC0043;                    North         East    Units  Estimated Accuracy
 JC0043;SPC MO E     -   310,320.      277,740.      MT  (+/- 180 meters Scaled)
 JC0043
 JC0043                          SUPERSEDED SURVEY CONTROL
 JC0043
 JC0043  NGVD 29 (??/??/92)  125.96   (m)          413.3    (f) COMPUTED    1 2
 JC0043
 JC0043.Superseded values are not recommended for survey control.
 JC0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0043.See file dsdata.txt to determine how the superseded data were derived.
 JC0043
 JC0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC453793(NAD 83)
 JC0043_MARKER: Z = SEE DESCRIPTION
 JC0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0043_SP_SET: PIER
 JC0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0043
 JC0043  HISTORY     - Date     Condition        Report By
 JC0043  HISTORY     - UNK      MONUMENTED       CGS
 JC0043  HISTORY     - 1949     GOOD             NGS
 JC0043  HISTORY     - 1969     GOOD             NGS
 JC0043  HISTORY     - 19950701 GOOD             USPSQD
 JC0043
 JC0043                          STATION DESCRIPTION
 JC0043
 JC0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0043'AT ST LOUIS.
 JC0043'AT THE EADS BRIDGE IN ST. LOUIS, A LARGE BRONZE PLATE SET IN THE
 JC0043'COURSE OF GRANITE IN SOUTH FACE OF FIRST LAND PIER WEST OF
 JC0043'WATERS EDGE, PLATE HAS A SEMI-ELLIPTICAL NOTCH NEAR THE CENTER
 JC0043'OF WHICH THE BASE OF THE DEPRESSION WAS USED AS A MEASURING
 JC0043'POINT, 16.9 FEET ABOVE THE LEVEL OF THE COBBLESTONE BEACH.
 JC0043'NOTE-- INSCRIPTION ON THE PLATE, U.S. COAST AND GEODETIC SURVEY
 JC0043'BENCH MARK 1882.
 JC0043
 JC0043                          STATION RECOVERY (1969)
 JC0043
 JC0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JC0043'RECOVERED IN GOOD CONDITION.
 JC0043
 JC0043                          STATION RECOVERY (1995)
 JC0043
 JC0043'RECOVERY NOTE BY US POWER SQUADRON 1995
 JC0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0694 ***********************************************************************
 JE0694  DESIGNATION -  J 3 B 1
 JE0694  PID         -  JE0694
 JE0694  STATE/COUNTY-  MO/BATES
 JE0694  USGS QUAD   -  APPLETON CITY (1981)
 JE0694
 JE0694                         *CURRENT SURVEY CONTROL
 JE0694  ___________________________________________________________________
 JE0694* NAD 83(1986)-  38 11 53.     (N)    094 03 19.     (W)     SCALED    
 JE0694* NAVD 88     -       267.366  (meters)     877.18   (feet)  ADJUSTED  
 JE0694  ___________________________________________________________________
 JE0694  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0694  DYNAMIC HT  -         267.172 (meters)     876.55  (feet)  COMP
 JE0694  MODELED GRAV-     979,898.0   (mgal)                       NAVD 88
 JE0694
 JE0694  VERT ORDER  -  SECOND    CLASS 0
 JE0694
 JE0694.The horizontal coordinates were scaled from a topographic map and have
 JE0694.an estimated accuracy of +/- 6 seconds.
 JE0694
 JE0694.The orthometric height was determined by differential leveling
 JE0694.and adjusted by the National Geodetic Survey in June 1991..
 JE0694
 JE0694.The geoid height was determined by GEOID03.
 JE0694
 JE0694.The dynamic height is computed by dividing the NAVD 88
 JE0694.geopotential number by the normal gravity value computed on the
 JE0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0694.degrees latitude (g = 980.6199 gals.).
 JE0694
 JE0694.The modeled gravity was interpolated from observed gravity values.
 JE0694
 JE0694;                    North         East    Units  Estimated Accuracy
 JE0694;SPC MO W     -   225,530.      888,950.      MT  (+/- 180 meters Scaled)
 JE0694
 JE0694                          SUPERSEDED SURVEY CONTROL
 JE0694
 JE0694  NGVD 29 (??/??/92)  267.27   (m)          876.9    (f) COMPUTED    2 0
 JE0694
 JE0694.Superseded values are not recommended for survey control.
 JE0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0694.See file dsdata.txt to determine how the superseded data were derived.
 JE0694
 JE0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC075283(NAD 83)
 JE0694_MARKER: DZ = AZIMUTH MARK DISK
 JE0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0694+STABILITY: SURFACE MOTION
 JE0694
 JE0694  HISTORY     - Date     Condition        Report By
 JE0694  HISTORY     - UNK      MONUMENTED       DOD
 JE0694  HISTORY     - 1963     GOOD             NGS
 JE0694
 JE0694                          STATION DESCRIPTION
 JE0694
 JE0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0694'2 MI W FROM APPLETON CITY.
 JE0694'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 52 FROM THE
 JE0694'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JE0694'0.25 MILE NORTH ALONG A PRIVATE TRAIL ROAD TO AN EAST-WEST
 JE0694'FENCE LINE AND HEDGE ROW, THENCE 0.1 MILE NORTH ACROSS COUNTRY
 JE0694'TO THE SOUTHWEST SLOPE OF A LOW RIDGE, 194 FEET EAST OF A
 JE0694'NORTH-SOUTH FENCE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 JE0694'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JE0694'CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0693 ***********************************************************************
 JE0693  DESIGNATION -  J 3 B 2
 JE0693  PID         -  JE0693
 JE0693  STATE/COUNTY-  MO/BATES
 JE0693  USGS QUAD   -  APPLETON CITY (1981)
 JE0693
 JE0693                         *CURRENT SURVEY CONTROL
 JE0693  ___________________________________________________________________
 JE0693* NAD 83(1986)-  38 11 41.     (N)    094 03 20.     (W)     SCALED    
 JE0693* NAVD 88     -       268.778  (meters)     881.82   (feet)  ADJUSTED  
 JE0693  ___________________________________________________________________
 JE0693  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0693  DYNAMIC HT  -         268.583 (meters)     881.18  (feet)  COMP
 JE0693  MODELED GRAV-     979,897.6   (mgal)                       NAVD 88
 JE0693
 JE0693  VERT ORDER  -  SECOND    CLASS 0
 JE0693
 JE0693.The horizontal coordinates were scaled from a topographic map and have
 JE0693.an estimated accuracy of +/- 6 seconds.
 JE0693
 JE0693.The orthometric height was determined by differential leveling
 JE0693.and adjusted by the National Geodetic Survey in June 1991..
 JE0693
 JE0693.The geoid height was determined by GEOID03.
 JE0693
 JE0693.The dynamic height is computed by dividing the NAVD 88
 JE0693.geopotential number by the normal gravity value computed on the
 JE0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0693.degrees latitude (g = 980.6199 gals.).
 JE0693
 JE0693.The modeled gravity was interpolated from observed gravity values.
 JE0693
 JE0693;                    North         East    Units  Estimated Accuracy
 JE0693;SPC MO W     -   225,160.      888,930.      MT  (+/- 180 meters Scaled)
 JE0693
 JE0693                          SUPERSEDED SURVEY CONTROL
 JE0693
 JE0693  NGVD 29 (??/??/92)  268.68   (m)          881.5    (f) COMPUTED    2 0
 JE0693
 JE0693.Superseded values are not recommended for survey control.
 JE0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0693.See file dsdata.txt to determine how the superseded data were derived.
 JE0693
 JE0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC075279(NAD 83)
 JE0693_MARKER: DZ = AZIMUTH MARK DISK
 JE0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0693+STABILITY: SURFACE MOTION
 JE0693
 JE0693  HISTORY     - Date     Condition        Report By
 JE0693  HISTORY     - UNK      MONUMENTED       DOD
 JE0693  HISTORY     - 1963     GOOD             NGS
 JE0693
 JE0693                          STATION DESCRIPTION
 JE0693
 JE0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0693'1.7 MI W FROM APPLETON CITY.
 JE0693'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 52 FROM THE
 JE0693'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JE0693'0.25 MILE NORTH ACROSS COUNTRY, 5 FEET SOUTH OF A FENCE, AND
 JE0693'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JE0693'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JE0693'PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0690 ***********************************************************************
 JE0690  DESIGNATION -  J 3 Z
 JE0690  PID         -  JE0690
 JE0690  STATE/COUNTY-  MO/BATES
 JE0690  USGS QUAD   -  APPLETON CITY (1981)
 JE0690
 JE0690                         *CURRENT SURVEY CONTROL
 JE0690  ___________________________________________________________________
 JE0690* NAD 83(1986)-  38 11 55.     (N)    094 03 03.     (W)     SCALED    
 JE0690* NAVD 88     -       268.688  (meters)     881.52   (feet)  ADJUSTED  
 JE0690  ___________________________________________________________________
 JE0690  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0690  DYNAMIC HT  -         268.494 (meters)     880.88  (feet)  COMP
 JE0690  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 JE0690
 JE0690  VERT ORDER  -  SECOND    CLASS 0
 JE0690
 JE0690.The horizontal coordinates were scaled from a topographic map and have
 JE0690.an estimated accuracy of +/- 6 seconds.
 JE0690
 JE0690.The orthometric height was determined by differential leveling
 JE0690.and adjusted by the National Geodetic Survey in June 1991..
 JE0690
 JE0690.The geoid height was determined by GEOID03.
 JE0690
 JE0690.The dynamic height is computed by dividing the NAVD 88
 JE0690.geopotential number by the normal gravity value computed on the
 JE0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0690.degrees latitude (g = 980.6199 gals.).
 JE0690
 JE0690.The modeled gravity was interpolated from observed gravity values.
 JE0690
 JE0690;                    North         East    Units  Estimated Accuracy
 JE0690;SPC MO W     -   225,590.      889,340.      MT  (+/- 180 meters Scaled)
 JE0690
 JE0690                          SUPERSEDED SURVEY CONTROL
 JE0690
 JE0690  NGVD 29 (??/??/92)  268.59   (m)          881.2    (f) COMPUTED    2 0
 JE0690
 JE0690.Superseded values are not recommended for survey control.
 JE0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0690.See file dsdata.txt to determine how the superseded data were derived.
 JE0690
 JE0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC079283(NAD 83)
 JE0690_MARKER: DS = TRIANGULATION STATION DISK
 JE0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0690_STAMPING: J 3 Z 1963
 JE0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0690+STABILITY: SURFACE MOTION
 JE0690
 JE0690  HISTORY     - Date     Condition        Report By
 JE0690  HISTORY     - 1963     MONUMENTED       CGS
 JE0690
 JE0690                          STATION DESCRIPTION
 JE0690
 JE0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0690'1.7 MI NW FROM APPLETON CITY.
 JE0690'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 52 FROM THE
 JE0690'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JE0690'0.5 MILE NORTH ALONG A GRAVELED ROAD WHICH IS THE
 JE0690'ST. CLAIR - BATES COUNTY LINE, 0.1 MILE SOUTHWEST OF A FARMHOUSE,
 JE0690'AT A HEDGE ROW AND A T FENCE LEADING WEST, 37 FEET WEST OF THE
 JE0690'CENTER LINE OF THE ROAD, 21 FEET SOUTH OF THE T FENCE, 28 FEET
 JE0690'WEST OF A NORTH-SOUTH FENCE, 34.0 FEET NORTHWEST OF A METAL
 JE0690'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 JE0690'IN THE TOP OF A CONCRETE POST WHICH IS 16-INCHES BELOW THE
 JE0690'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0692 ***********************************************************************
 JE0692  DESIGNATION -  J 3 Z AZ MK
 JE0692  PID         -  JE0692
 JE0692  STATE/COUNTY-  MO/BATES
 JE0692  USGS QUAD   -  APPLETON CITY (1981)
 JE0692
 JE0692                         *CURRENT SURVEY CONTROL
 JE0692  ___________________________________________________________________
 JE0692* NAD 83(1986)-  38 11 29.     (N)    094 03 20.     (W)     SCALED    
 JE0692* NAVD 88     -       266.771  (meters)     875.23   (feet)  ADJUSTED  
 JE0692  ___________________________________________________________________
 JE0692  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0692  DYNAMIC HT  -         266.577 (meters)     874.59  (feet)  COMP
 JE0692  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 JE0692
 JE0692  VERT ORDER  -  SECOND    CLASS 0
 JE0692
 JE0692.The horizontal coordinates were scaled from a topographic map and have
 JE0692.an estimated accuracy of +/- 6 seconds.
 JE0692
 JE0692.The orthometric height was determined by differential leveling
 JE0692.and adjusted by the National Geodetic Survey in June 1991..
 JE0692
 JE0692.The geoid height was determined by GEOID03.
 JE0692
 JE0692.The dynamic height is computed by dividing the NAVD 88
 JE0692.geopotential number by the normal gravity value computed on the
 JE0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0692.degrees latitude (g = 980.6199 gals.).
 JE0692
 JE0692.The modeled gravity was interpolated from observed gravity values.
 JE0692
 JE0692;                    North         East    Units  Estimated Accuracy
 JE0692;SPC MO W     -   224,790.      888,930.      MT  (+/- 180 meters Scaled)
 JE0692
 JE0692                          SUPERSEDED SURVEY CONTROL
 JE0692
 JE0692  NGVD 29 (??/??/92)  266.67   (m)          874.9    (f) COMPUTED    2 0
 JE0692
 JE0692.Superseded values are not recommended for survey control.
 JE0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0692.See file dsdata.txt to determine how the superseded data were derived.
 JE0692
 JE0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC075275(NAD 83)
 JE0692_MARKER: DZ = AZIMUTH MARK DISK
 JE0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0692_STAMPING: J 3 Z 1963
 JE0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0692+STABILITY: SURFACE MOTION
 JE0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0692+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 JE0692
 JE0692  HISTORY     - Date     Condition        Report By
 JE0692  HISTORY     - 1963     MONUMENTED       CGS
 JE0692  HISTORY     - 20060826 GOOD             INDIV
 JE0692
 JE0692                          STATION DESCRIPTION
 JE0692
 JE0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0692'1.4 MI W FROM APPLETON CITY.
 JE0692'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 52 FROM THE
 JE0692'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, 52 FEET
 JE0692'NORTH OF THE CENTER LINE OF THE HIGHWAY, 109 FEET WEST OF A
 JE0692'POWER POLE, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 JE0692'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JE0692'POST WHICH IS FLUSH WITH THE GROUND.
 JE0692
 JE0692                          STATION RECOVERY (2006)
 JE0692
 JE0692'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0692'NEW POWER POLES HAVE BEEN INSTALLED ALONG HIGHWAY.  THE MARKER IS NOW
 JE0692'LOCATED 107.3 FEET WEST OF A POWER POLE.
 JE0692' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0689 ***********************************************************************
 JE0689  DESIGNATION -  J 3 Z RM 1
 JE0689  PID         -  JE0689
 JE0689  STATE/COUNTY-  MO/BATES
 JE0689  USGS QUAD   -  APPLETON CITY (1981)
 JE0689
 JE0689                         *CURRENT SURVEY CONTROL
 JE0689  ___________________________________________________________________
 JE0689* NAD 83(1986)-  38 11 55.     (N)    094 03 03.     (W)     SCALED    
 JE0689* NAVD 88     -       269.007  (meters)     882.57   (feet)  ADJUSTED  
 JE0689  ___________________________________________________________________
 JE0689  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0689  DYNAMIC HT  -         268.812 (meters)     881.93  (feet)  COMP
 JE0689  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 JE0689
 JE0689  VERT ORDER  -  SECOND    CLASS 0
 JE0689
 JE0689.The horizontal coordinates were scaled from a topographic map and have
 JE0689.an estimated accuracy of +/- 6 seconds.
 JE0689
 JE0689.The orthometric height was determined by differential leveling
 JE0689.and adjusted by the National Geodetic Survey in June 1991..
 JE0689
 JE0689.The geoid height was determined by GEOID03.
 JE0689
 JE0689.The dynamic height is computed by dividing the NAVD 88
 JE0689.geopotential number by the normal gravity value computed on the
 JE0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0689.degrees latitude (g = 980.6199 gals.).
 JE0689
 JE0689.The modeled gravity was interpolated from observed gravity values.
 JE0689
 JE0689;                    North         East    Units  Estimated Accuracy
 JE0689;SPC MO W     -   225,590.      889,340.      MT  (+/- 180 meters Scaled)
 JE0689
 JE0689                          SUPERSEDED SURVEY CONTROL
 JE0689
 JE0689  NGVD 29 (??/??/92)  268.91   (m)          882.2    (f) COMPUTED    2 0
 JE0689
 JE0689.Superseded values are not recommended for survey control.
 JE0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0689.See file dsdata.txt to determine how the superseded data were derived.
 JE0689
 JE0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC079283(NAD 83)
 JE0689_MARKER: DR = REFERENCE MARK DISK
 JE0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0689_STAMPING: J 3 Z NO 1 1963
 JE0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0689+STABILITY: SURFACE MOTION
 JE0689
 JE0689  HISTORY     - Date     Condition        Report By
 JE0689  HISTORY     - 1963     MONUMENTED       CGS
 JE0689
 JE0689                          STATION DESCRIPTION
 JE0689
 JE0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0689'1.7 MI NW FROM APPLETON CITY.
 JE0689'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 52 FROM THE
 JE0689'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JE0689'0.5 MILE NORTH ALONG A GRAVELED ROAD WHICH IS THE ST.
 JE0689'CLAIR - BATES COUNTY LINE, 0.1 MILE SOUTHWEST OF A FARMHOUSE,
 JE0689'AT A HEDGE ROW AND A T FENCE LEADING WEST, 19 FEET WEST OF THE
 JE0689'CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 48.3 FEET
 JE0689'NORTHEAST OF J 3 Z 1963, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JE0689'ROAD AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 JE0689'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0688 ***********************************************************************
 JE0688  DESIGNATION -  J 3 Z RM 2
 JE0688  PID         -  JE0688
 JE0688  STATE/COUNTY-  MO/BATES
 JE0688  USGS QUAD   -  APPLETON CITY (1981)
 JE0688
 JE0688                         *CURRENT SURVEY CONTROL
 JE0688  ___________________________________________________________________
 JE0688* NAD 83(1986)-  38 11 55.     (N)    094 03 02.     (W)     SCALED    
 JE0688* NAVD 88     -       268.636  (meters)     881.35   (feet)  ADJUSTED  
 JE0688  ___________________________________________________________________
 JE0688  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0688  DYNAMIC HT  -         268.441 (meters)     880.71  (feet)  COMP
 JE0688  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 JE0688
 JE0688  VERT ORDER  -  SECOND    CLASS 0
 JE0688
 JE0688.The horizontal coordinates were scaled from a topographic map and have
 JE0688.an estimated accuracy of +/- 6 seconds.
 JE0688
 JE0688.The orthometric height was determined by differential leveling
 JE0688.and adjusted by the National Geodetic Survey in June 1991..
 JE0688
 JE0688.The geoid height was determined by GEOID03.
 JE0688
 JE0688.The dynamic height is computed by dividing the NAVD 88
 JE0688.geopotential number by the normal gravity value computed on the
 JE0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0688.degrees latitude (g = 980.6199 gals.).
 JE0688
 JE0688.The modeled gravity was interpolated from observed gravity values.
 JE0688
 JE0688;                    North         East    Units  Estimated Accuracy
 JE0688;SPC MO W     -   225,590.      889,370.      MT  (+/- 180 meters Scaled)
 JE0688
 JE0688                          SUPERSEDED SURVEY CONTROL
 JE0688
 JE0688  NGVD 29 (??/??/92)  268.54   (m)          881.0    (f) COMPUTED    2 0
 JE0688
 JE0688.Superseded values are not recommended for survey control.
 JE0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0688.See file dsdata.txt to determine how the superseded data were derived.
 JE0688
 JE0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC080283(NAD 83)
 JE0688_MARKER: DR = REFERENCE MARK DISK
 JE0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0688_STAMPING: J 3 Z NO 2 1963
 JE0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0688+STABILITY: SURFACE MOTION
 JE0688
 JE0688  HISTORY     - Date     Condition        Report By
 JE0688  HISTORY     - 1963     MONUMENTED       CGS
 JE0688
 JE0688                          STATION DESCRIPTION
 JE0688
 JE0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0688'1.7 MI NW FROM APPLETON CITY.
 JE0688'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 52 FROM THE
 JE0688'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE
 JE0688'0.5 MILE NORTH ALONG A GRAVELED ROAD WHICH IS THE ST.
 JE0688'CLAIR - BATES COUNTY LINE, 0.1 MILE SOUTHWEST OF A FARMHOUSE,
 JE0688'AT A HEDGE ROW AND A T FENCE LEADING WEST, 19 FEET WEST OF THE CENTER
 JE0688'LINE OF THE ROAD, 4 FEET NORTH OF A T FENCE, 1 FOOT EAST OF A
 JE0688'NORTH-SOUTH FENCE, 32.8 FEET SOUTHEAST OF J 3 Z 1963, 2.7 FEET
 JE0688'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 JE0688'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0688'1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0381 ***********************************************************************
 HD0381  DESIGNATION -  J 30
 HD0381  PID         -  HD0381
 HD0381  STATE/COUNTY-  MO/CAMDEN
 HD0381  USGS QUAD   -  DECATURVILLE (1975)
 HD0381
 HD0381                         *CURRENT SURVEY CONTROL
 HD0381  ___________________________________________________________________
 HD0381* NAD 83(1986)-  37 56 22.     (N)    092 42 35.     (W)     SCALED    
 HD0381* NAVD 88     -       333.371  (meters)    1093.73   (feet)  ADJUSTED  
 HD0381  ___________________________________________________________________
 HD0381  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HD0381  DYNAMIC HT  -         333.122 (meters)    1092.92  (feet)  COMP
 HD0381  MODELED GRAV-     979,873.4   (mgal)                       NAVD 88
 HD0381
 HD0381  VERT ORDER  -  SECOND    CLASS 0
 HD0381
 HD0381.The horizontal coordinates were scaled from a topographic map and have
 HD0381.an estimated accuracy of +/- 6 seconds.
 HD0381
 HD0381.The orthometric height was determined by differential leveling
 HD0381.and adjusted by the National Geodetic Survey in June 1991..
 HD0381
 HD0381.The geoid height was determined by GEOID03.
 HD0381
 HD0381.The dynamic height is computed by dividing the NAVD 88
 HD0381.geopotential number by the normal gravity value computed on the
 HD0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0381.degrees latitude (g = 980.6199 gals.).
 HD0381
 HD0381.The modeled gravity was interpolated from observed gravity values.
 HD0381
 HD0381;                    North         East    Units  Estimated Accuracy
 HD0381;SPC MO C     -   233,730.      481,570.      MT  (+/- 180 meters Scaled)
 HD0381
 HD0381                          SUPERSEDED SURVEY CONTROL
 HD0381
 HD0381  NGVD 29 (??/??/92)  333.269  (m)         1093.40   (f) ADJ UNCH    2 0
 HD0381
 HD0381.Superseded values are not recommended for survey control.
 HD0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0381.See file dsdata.txt to determine how the superseded data were derived.
 HD0381
 HD0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB255991(NAD 83)
 HD0381_MARKER: DB = BENCH MARK DISK
 HD0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0381_STAMPING: J 30 1934
 HD0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0381+STABILITY: SURFACE MOTION
 HD0381
 HD0381  HISTORY     - Date     Condition        Report By
 HD0381  HISTORY     - 1934     MONUMENTED       CGS
 HD0381
 HD0381                          STATION DESCRIPTION
 HD0381
 HD0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0381'2.4 MI N FROM DECATURVILLE.
 HD0381'2.4 MILES NORTH ALONG STATE HIGHWAY 5 FROM DECATURVILLE, 75
 HD0381'YARDS WEST OF A FARMHOUSE, 40 FEET WEST OF THE CENTERLINE OF
 HD0381'THE HIGHWAY, 20 FEET SOUTH OF THE ENTRANCE TO THE FARM, AND 6
 HD0381'FEET SOUTH OF POLE E 40.  A STANDARD DISK, STAMPED J 30 1934
 HD0381'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2334 ***********************************************************************
 JD2334  DESIGNATION -  J 300
 JD2334  PID         -  JD2334
 JD2334  STATE/COUNTY-  MO/LAFAYETTE
 JD2334  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2334
 JD2334                         *CURRENT SURVEY CONTROL
 JD2334  ___________________________________________________________________
 JD2334* NAD 83(1986)-  38 55 40.     (N)    093 57 52.     (W)     SCALED    
 JD2334* NAVD 88     -       269.450  (meters)     884.02   (feet)  ADJUSTED  
 JD2334  ___________________________________________________________________
 JD2334  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2334  DYNAMIC HT  -         269.272 (meters)     883.44  (feet)  COMP
 JD2334  MODELED GRAV-     979,960.3   (mgal)                       NAVD 88
 JD2334
 JD2334  VERT ORDER  -  SECOND    CLASS 0
 JD2334
 JD2334.The horizontal coordinates were scaled from a topographic map and have
 JD2334.an estimated accuracy of +/- 6 seconds.
 JD2334
 JD2334.The orthometric height was determined by differential leveling
 JD2334.and adjusted by the National Geodetic Survey in June 1991..
 JD2334
 JD2334.The geoid height was determined by GEOID03.
 JD2334
 JD2334.The dynamic height is computed by dividing the NAVD 88
 JD2334.geopotential number by the normal gravity value computed on the
 JD2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2334.degrees latitude (g = 980.6199 gals.).
 JD2334
 JD2334.The modeled gravity was interpolated from observed gravity values.
 JD2334
 JD2334;                    North         East    Units  Estimated Accuracy
 JD2334;SPC MO W     -   306,570.      896,440.      MT  (+/- 180 meters Scaled)
 JD2334
 JD2334                          SUPERSEDED SURVEY CONTROL
 JD2334
 JD2334  NGVD 29 (??/??/92)  269.349  (m)          883.69   (f) ADJ UNCH    2 0
 JD2334
 JD2334.Superseded values are not recommended for survey control.
 JD2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2334.See file dsdata.txt to determine how the superseded data were derived.
 JD2334
 JD2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD164092(NAD 83)
 JD2334_MARKER: DB = BENCH MARK DISK
 JD2334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2334_SP_SET: CULVERT
 JD2334_STAMPING: J 300 1963
 JD2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2334
 JD2334  HISTORY     - Date     Condition        Report By
 JD2334  HISTORY     - 1963     MONUMENTED       CGS
 JD2334  HISTORY     - 20060904 GOOD             GEOCAC
 JD2334
 JD2334                          STATION DESCRIPTION
 JD2334
 JD2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2334'7.8 MI S FROM ODESSA.
 JD2334'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2334'IN ODESSA, THENCE 1.3 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 JD2334'1.05 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.75 MILE WEST ALONG
 JD2334'A GRAVELED ROAD, THENCE 2.65 MILES SOUTH ALONG A GRAVELED ROAD,
 JD2334'THENCE 1.05 MILE EAST ALONG HIGHWAY HH, 12 FEET NORTH OF THE
 JD2334'CENTERLINE OF THE HIGHWAY, SET IN THE WEST END OF THE NORTH
 JD2334'CONCRETE HEADWALL OF AN 8 X 6 FOOT CONCRETE CULVERT, AND ABOUT
 JD2334'LEVEL WITH THE HIGHWAY.
 JD2334
 JD2334                          STATION RECOVERY (2006)
 JD2334
 JD2334'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2334'THE DISK IS NOW ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JD2334' 
 JD2334'HH2 N38 55 39.5 W93 57 52.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0231 ***********************************************************************
 JE0231  DESIGNATION -  J 301
 JE0231  PID         -  JE0231
 JE0231  STATE/COUNTY-  MO/JOHNSON
 JE0231  USGS QUAD   -  CHAPEL HILL (1963)
 JE0231
 JE0231                         *CURRENT SURVEY CONTROL
 JE0231  ___________________________________________________________________
 JE0231* NAD 83(1986)-  38 53 47.     (N)    094 01 17.     (W)     SCALED    
 JE0231* NAVD 88     -       276.731  (meters)     907.91   (feet)  ADJUSTED  
 JE0231  ___________________________________________________________________
 JE0231  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JE0231  DYNAMIC HT  -         276.547 (meters)     907.30  (feet)  COMP
 JE0231  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 JE0231
 JE0231  VERT ORDER  -  SECOND    CLASS 0
 JE0231
 JE0231.The horizontal coordinates were scaled from a topographic map and have
 JE0231.an estimated accuracy of +/- 6 seconds.
 JE0231
 JE0231.The orthometric height was determined by differential leveling
 JE0231.and adjusted by the National Geodetic Survey in June 1991..
 JE0231
 JE0231.The geoid height was determined by GEOID03.
 JE0231
 JE0231.The dynamic height is computed by dividing the NAVD 88
 JE0231.geopotential number by the normal gravity value computed on the
 JE0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0231.degrees latitude (g = 980.6199 gals.).
 JE0231
 JE0231.The modeled gravity was interpolated from observed gravity values.
 JE0231
 JE0231;                    North         East    Units  Estimated Accuracy
 JE0231;SPC MO W     -   303,060.      891,520.      MT  (+/- 180 meters Scaled)
 JE0231
 JE0231                          SUPERSEDED SURVEY CONTROL
 JE0231
 JE0231  NGVD 29 (??/??/92)  276.630  (m)          907.58   (f) ADJ UNCH    2 0
 JE0231
 JE0231.Superseded values are not recommended for survey control.
 JE0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0231.See file dsdata.txt to determine how the superseded data were derived.
 JE0231
 JE0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD114057(NAD 83)
 JE0231_MARKER: DB = BENCH MARK DISK
 JE0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0231_STAMPING: J 301 1963
 JE0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0231+STABILITY: SURFACE MOTION
 JE0231
 JE0231  HISTORY     - Date     Condition        Report By
 JE0231  HISTORY     - 1963     MONUMENTED       CGS
 JE0231  HISTORY     - 1985     GOOD             NGS
 JE0231
 JE0231                          STATION DESCRIPTION
 JE0231
 JE0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0231'5.1 MI NW FROM PITTSVILLE.
 JE0231'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 131 FROM THE
 JE0231'INTERSECTION OF U.S. HIGHWAY 50 AT PITTSVILLE, THENCE 1.9 MILES
 JE0231'WEST ALONG A GRADED COUNTY ROAD, THENCE 1.6 MILES NORTH ALONG
 JE0231'A GRAVELED COUNTY ROAD, 60 FEET NORTHWEST OF THE CENTER OF THE
 JE0231'T-JUNCTION OF A ROAD LEADING EAST, 58.5 FEET WEST OF THE CENTERLINE
 JE0231'OF THE ROAD, 16 FEET NORTH OF THE EXTENDED CENTERLINE OF THE
 JE0231'ROAD LEADING EAST, 27 FEET WEST OF A POWER POLE BRACED BY TWO
 JE0231'GUY WIRES, 3.0 FEET EAST OF A FENCE CORNER, 2.0 FEET NORTH OF
 JE0231'A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 JE0231'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JE0231
 JE0231                          STATION RECOVERY (1985)
 JE0231
 JE0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JE0231'A NEW WITNESS POST WAS PLACED 0.30 M (1.0 FT) SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0222 ***********************************************************************
 JE0222  DESIGNATION -  J 302
 JE0222  PID         -  JE0222
 JE0222  STATE/COUNTY-  MO/CASS
 JE0222  USGS QUAD   -  QUICK CITY (1954)
 JE0222
 JE0222                         *CURRENT SURVEY CONTROL
 JE0222  ___________________________________________________________________
 JE0222* NAD 83(1986)-  38 34 59.     (N)    094 07 09.     (W)     SCALED    
 JE0222* NAVD 88     -       267.891  (meters)     878.91   (feet)  ADJUSTED  
 JE0222  ___________________________________________________________________
 JE0222  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JE0222  DYNAMIC HT  -         267.707 (meters)     878.30  (feet)  COMP
 JE0222  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 JE0222
 JE0222  VERT ORDER  -  SECOND    CLASS 0
 JE0222
 JE0222.The horizontal coordinates were scaled from a topographic map and have
 JE0222.an estimated accuracy of +/- 6 seconds.
 JE0222
 JE0222.The orthometric height was determined by differential leveling
 JE0222.and adjusted by the National Geodetic Survey in June 1991..
 JE0222
 JE0222.The geoid height was determined by GEOID03.
 JE0222
 JE0222.The dynamic height is computed by dividing the NAVD 88
 JE0222.geopotential number by the normal gravity value computed on the
 JE0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0222.degrees latitude (g = 980.6199 gals.).
 JE0222
 JE0222.The modeled gravity was interpolated from observed gravity values.
 JE0222
 JE0222;                    North         East    Units  Estimated Accuracy
 JE0222;SPC MO W     -   268,240.      883,180.      MT  (+/- 180 meters Scaled)
 JE0222
 JE0222                          SUPERSEDED SURVEY CONTROL
 JE0222
 JE0222  NGVD 29 (??/??/92)  267.768  (m)          878.50   (f) ADJ UNCH    2 0
 JE0222
 JE0222.Superseded values are not recommended for survey control.
 JE0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0222.See file dsdata.txt to determine how the superseded data were derived.
 JE0222
 JE0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC025711(NAD 83)
 JE0222_MARKER: DB = BENCH MARK DISK
 JE0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0222_SP_SET: CULVERT
 JE0222_STAMPING: J 302 1963
 JE0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0222
 JE0222  HISTORY     - Date     Condition        Report By
 JE0222  HISTORY     - 1963     MONUMENTED       CGS
 JE0222  HISTORY     - 1981     GOOD             NGS
 JE0222  HISTORY     - 20060526 GOOD             INDIV
 JE0222
 JE0222                          STATION DESCRIPTION
 JE0222
 JE0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0222'6.1 MI NE FROM GARDEN CITY.
 JE0222'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 JE0222'AT GARDEN CITY, THENCE 3.1 MILES EAST ALONG PAVED STATE ROAD NN,
 JE0222'THENCE 2.3 MILES NORTHEAST ALONG A GRAVELED COUNTY ROAD, IN
 JE0222'S 28, R 29 W, T 44 N, 32 FEET SOUTHWEST OF THE CENTER OF THE
 JE0222'T-JUNCTION OF A ROAD LEADING WEST, SET IN THE TOP OF THE EAST
 JE0222'END OF THE SOUTH CONCRETE HEADWALL OF A 6 X 6 FOOT CONCRETE
 JE0222'CULVERT UNDER THE ROAD LEADING WEST, 29 FEET WEST OF THE CENTERLINE
 JE0222'OF THE NORTH-SOUTH ROAD, 16 FEET SOUTH OF THE CENTERLINE OF THE
 JE0222'ROAD LEADING WEST, 0.7 FOOT WEST OF THE EAST EDGE OF THE HEADWALL,
 JE0222'AND ABOUT LEVEL WITH THE ROAD LEADING WEST.
 JE0222
 JE0222                          STATION RECOVERY (1981)
 JE0222
 JE0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0222'RECOVERED IN GOOD CONDITION.
 JE0222
 JE0222                          STATION RECOVERY (2006)
 JE0222
 JE0222'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0262 ***********************************************************************
 JE0262  DESIGNATION -  J 303
 JE0262  PID         -  JE0262
 JE0262  STATE/COUNTY-  MO/HENRY
 JE0262  USGS QUAD   -  QUICK CITY (1954)
 JE0262
 JE0262                         *CURRENT SURVEY CONTROL
 JE0262  ___________________________________________________________________
 JE0262* NAD 83(1986)-  38 32 30.     (N)    094 00 36.     (W)     SCALED    
 JE0262* NAVD 88     -       244.107  (meters)     800.87   (feet)  ADJUSTED  
 JE0262  ___________________________________________________________________
 JE0262  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JE0262  DYNAMIC HT  -         243.939 (meters)     800.32  (feet)  COMP
 JE0262  MODELED GRAV-     979,933.9   (mgal)                       NAVD 88
 JE0262
 JE0262  VERT ORDER  -  SECOND    CLASS 0
 JE0262
 JE0262.The horizontal coordinates were scaled from a topographic map and have
 JE0262.an estimated accuracy of +/- 6 seconds.
 JE0262
 JE0262.The orthometric height was determined by differential leveling
 JE0262.and adjusted by the National Geodetic Survey in June 1991..
 JE0262
 JE0262.The geoid height was determined by GEOID03.
 JE0262
 JE0262.The dynamic height is computed by dividing the NAVD 88
 JE0262.geopotential number by the normal gravity value computed on the
 JE0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0262.degrees latitude (g = 980.6199 gals.).
 JE0262
 JE0262.The modeled gravity was interpolated from observed gravity values.
 JE0262
 JE0262;                    North         East    Units  Estimated Accuracy
 JE0262;SPC MO W     -   263,690.      892,720.      MT  (+/- 180 meters Scaled)
 JE0262
 JE0262                          SUPERSEDED SURVEY CONTROL
 JE0262
 JE0262  NGVD 29 (??/??/92)  243.987  (m)          800.48   (f) ADJ UNCH    2 0
 JE0262
 JE0262.Superseded values are not recommended for survey control.
 JE0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0262.See file dsdata.txt to determine how the superseded data were derived.
 JE0262
 JE0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC119664(NAD 83)
 JE0262_MARKER: DB = BENCH MARK DISK
 JE0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0262_SP_SET: CULVERT
 JE0262_STAMPING: J 303 1963
 JE0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0262
 JE0262  HISTORY     - Date     Condition        Report By
 JE0262  HISTORY     - 1963     MONUMENTED       CGS
 JE0262
 JE0262                          STATION DESCRIPTION
 JE0262
 JE0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0262'5.9 MI N FROM URICH.
 JE0262'ABOUT 5.9 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JE0262'JUNCTION OF STATE HIGHWAY 7 AT URICH, IN S 3, R 28 W, T 43 N,
 JE0262'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 JE0262'OF AN 8 X 8 FOOT CONCRETE CULVERT UNDER THE ROAD, 14 FEET EAST
 JE0262'OF THE CENTERLINE OF THE ROAD, 0.7 FOOT SOUTH OF THE NORTH
 JE0262'EDGE OF THE HEADWALL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2308 ***********************************************************************
 JD2308  DESIGNATION -  J 304
 JD2308  PID         -  JD2308
 JD2308  STATE/COUNTY-  MO/JOHNSON
 JD2308  USGS QUAD   -  CENTERVIEW (1954)
 JD2308
 JD2308                         *CURRENT SURVEY CONTROL
 JD2308  ___________________________________________________________________
 JD2308* NAD 83(1986)-  38 38 49.     (N)    093 51 51.     (W)     SCALED    
 JD2308* NAVD 88     -       250.967  (meters)     823.38   (feet)  ADJUSTED  
 JD2308  ___________________________________________________________________
 JD2308  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD2308  DYNAMIC HT  -         250.795 (meters)     822.82  (feet)  COMP
 JD2308  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 JD2308
 JD2308  VERT ORDER  -  SECOND    CLASS 0
 JD2308
 JD2308.The horizontal coordinates were scaled from a topographic map and have
 JD2308.an estimated accuracy of +/- 6 seconds.
 JD2308
 JD2308.The orthometric height was determined by differential leveling
 JD2308.and adjusted by the National Geodetic Survey in June 1991..
 JD2308
 JD2308.The geoid height was determined by GEOID03.
 JD2308
 JD2308.The dynamic height is computed by dividing the NAVD 88
 JD2308.geopotential number by the normal gravity value computed on the
 JD2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2308.degrees latitude (g = 980.6199 gals.).
 JD2308
 JD2308.The modeled gravity was interpolated from observed gravity values.
 JD2308
 JD2308;                    North         East    Units  Estimated Accuracy
 JD2308;SPC MO W     -   275,450.      905,350.      MT  (+/- 180 meters Scaled)
 JD2308
 JD2308                          SUPERSEDED SURVEY CONTROL
 JD2308
 JD2308  NGVD 29 (??/??/92)  250.861  (m)          823.03   (f) ADJ UNCH    2 0
 JD2308
 JD2308.Superseded values are not recommended for survey control.
 JD2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2308.See file dsdata.txt to determine how the superseded data were derived.
 JD2308
 JD2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC247779(NAD 83)
 JD2308_MARKER: DB = BENCH MARK DISK
 JD2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2308_STAMPING: J 304 1963
 JD2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2308+STABILITY: SURFACE MOTION
 JD2308
 JD2308  HISTORY     - Date     Condition        Report By
 JD2308  HISTORY     - 1963     MONUMENTED       CGS
 JD2308  HISTORY     - 20060707 POOR             INDIV
 JD2308
 JD2308                          STATION DESCRIPTION
 JD2308
 JD2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2308'3.7 MI NE FROM MAGNOLIA.
 JD2308'ABOUT 0.8 MILE NORTH ALONG PAVED STATE ROAD O FROM MILLERS STORE
 JD2308'AT MAGNOLIA, THENCE 2.9 MILES EAST ALONG A GRAVELED COUNTY ROAD,
 JD2308'IN S 2, R 27 W, T 44 N, 42 FEET SOUTHEAST OF THE CENTER OF THE
 JD2308'T-JUNCTION OF A ROAD LEADING NORTH, 36 FEET EAST OF THE EXTENDED
 JD2308'CENTERLINE OF THE ROAD LEADING NORTH, 17 FEET SOUTH OF THE
 JD2308'CENTERLINE OF THE EAST-WEST ROAD, 4.5 FEET WEST OF A POWER POLE,
 JD2308'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JD2308'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD2308
 JD2308                          STATION RECOVERY (2006)
 JD2308
 JD2308'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2308'TOP OF CONCRETE POST IS AT GROUND LEVEL AND HAS BEEN SCRAPED UP BADLY.
 JD2308' 
 JD2308' 
 JD2308'A NEW POWER POLE HAS BEEN PLACED 25.5 FEET WEST OF THE MARKER.
 JD2308' 
 JD2308'AN EAST-WEST FENCE IS 3.8 FEET SOUTH OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2282 ***********************************************************************
 JD2282  DESIGNATION -  J 305
 JD2282  PID         -  JD2282
 JD2282  STATE/COUNTY-  MO/JOHNSON
 JD2282  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2282
 JD2282                         *CURRENT SURVEY CONTROL
 JD2282  ___________________________________________________________________
 JD2282* NAD 83(1986)-  38 36 28.     (N)    093 55 44.     (W)     SCALED    
 JD2282* NAVD 88     -       268.570  (meters)     881.13   (feet)  ADJUSTED  
 JD2282  ___________________________________________________________________
 JD2282  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JD2282  DYNAMIC HT  -         268.385 (meters)     880.53  (feet)  COMP
 JD2282  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 JD2282
 JD2282  VERT ORDER  -  SECOND    CLASS 0
 JD2282
 JD2282.The horizontal coordinates were scaled from a topographic map and have
 JD2282.an estimated accuracy of +/- 6 seconds.
 JD2282
 JD2282.The orthometric height was determined by differential leveling
 JD2282.and adjusted by the National Geodetic Survey in June 1991..
 JD2282
 JD2282.The geoid height was determined by GEOID03.
 JD2282
 JD2282.The dynamic height is computed by dividing the NAVD 88
 JD2282.geopotential number by the normal gravity value computed on the
 JD2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2282.degrees latitude (g = 980.6199 gals.).
 JD2282
 JD2282.The modeled gravity was interpolated from observed gravity values.
 JD2282
 JD2282;                    North         East    Units  Estimated Accuracy
 JD2282;SPC MO W     -   271,070.      899,740.      MT  (+/- 180 meters Scaled)
 JD2282
 JD2282                          SUPERSEDED SURVEY CONTROL
 JD2282
 JD2282  NGVD 29 (??/??/92)  268.459  (m)          880.77   (f) ADJ UNCH    2 0
 JD2282
 JD2282.Superseded values are not recommended for survey control.
 JD2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2282.See file dsdata.txt to determine how the superseded data were derived.
 JD2282
 JD2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC191736(NAD 83)
 JD2282_MARKER: DB = BENCH MARK DISK
 JD2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2282_STAMPING: J 305 1963
 JD2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2282+STABILITY: SURFACE MOTION
 JD2282
 JD2282  HISTORY     - Date     Condition        Report By
 JD2282  HISTORY     - 1963     MONUMENTED       CGS
 JD2282
 JD2282                          STATION DESCRIPTION
 JD2282
 JD2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2282'5.2 MI NE FROM BLAIRSTOWN.
 JD2282'ABOUT 0.8 MILE NORTHEAST ALONG A GRAVELED COUNTY ROAD FROM
 JD2282'THE POST OFFICE AT BLARISTOWN, THENCE 1.45 MILES EAST ALONG
 JD2282'THE HENRY-JOHNSON COUNTY LINE ROAD WHICH IS GRAVELED, THENCE
 JD2282'2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.0 MILE
 JD2282'NORTH ALONG STATE HIGHWAY 2, IN S 8, R 27 W, T 44 N, 40.5 FEET
 JD2282'NORTHEAST OF THE CENTER OF THE T-JUNCTION OF A ROAD LEADING
 JD2282'EAST, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET
 JD2282'NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 4 FEET NORTHWEST
 JD2282'OF A FENCE CORNER, 2.0 FEET SOUTH OF A METAL WITNESS POST,
 JD2282'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 JD2282'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1647 ***********************************************************************
 JD1647  DESIGNATION -  J 306
 JD1647  PID         -  JD1647
 JD1647  STATE/COUNTY-  MO/HENRY
 JD1647  USGS QUAD   -  CLINTON NORTH (1981)
 JD1647
 JD1647                         *CURRENT SURVEY CONTROL
 JD1647  ___________________________________________________________________
 JD1647* NAD 83(1986)-  38 26 25.     (N)    093 48 28.     (W)     SCALED    
 JD1647* NAVD 88     -       238.137  (meters)     781.29   (feet)  ADJUSTED  
 JD1647  ___________________________________________________________________
 JD1647  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1647  DYNAMIC HT  -         237.973 (meters)     780.75  (feet)  COMP
 JD1647  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 JD1647
 JD1647  VERT ORDER  -  SECOND    CLASS 0
 JD1647
 JD1647.The horizontal coordinates were scaled from a topographic map and have
 JD1647.an estimated accuracy of +/- 6 seconds.
 JD1647
 JD1647.The orthometric height was determined by differential leveling
 JD1647.and adjusted by the National Geodetic Survey in June 1991..
 JD1647
 JD1647.The geoid height was determined by GEOID03.
 JD1647
 JD1647.The dynamic height is computed by dividing the NAVD 88
 JD1647.geopotential number by the normal gravity value computed on the
 JD1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1647.degrees latitude (g = 980.6199 gals.).
 JD1647
 JD1647.The modeled gravity was interpolated from observed gravity values.
 JD1647
 JD1647;                    North         East    Units  Estimated Accuracy
 JD1647;SPC MO W     -   252,550.      910,430.      MT  (+/- 180 meters Scaled)
 JD1647
 JD1647                          SUPERSEDED SURVEY CONTROL
 JD1647
 JD1647  NGVD 29 (??/??/92)  238.021  (m)          780.91   (f) ADJ UNCH    2 0
 JD1647
 JD1647.Superseded values are not recommended for survey control.
 JD1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1647.See file dsdata.txt to determine how the superseded data were derived.
 JD1647
 JD1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC295549(NAD 83)
 JD1647_MARKER: DB = BENCH MARK DISK
 JD1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1647_STAMPING: J 306 1963
 JD1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1647+STABILITY: SURFACE MOTION
 JD1647
 JD1647  HISTORY     - Date     Condition        Report By
 JD1647  HISTORY     - 1963     MONUMENTED       CGS
 JD1647
 JD1647                          STATION DESCRIPTION
 JD1647
 JD1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1647'2.7 MI E FROM GARLAND.
 JD1647'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1647'BAPTIST CHURCH AT GARLAND, THENCE 2.5 MILES EAST ALONG A
 JD1647'GRAVELED COUNTY ROAD, IN S 17, R 26 W, T 42 N, 23 FEET
 JD1647'SOUTHWEST OF THE CENTER OF THE T-JUNCTION OF A PRIVATE DRIVEWAY
 JD1647'LEADING SOUTH, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JD1647'12 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 6 FEET NORTHWEST
 JD1647'OF A FENCE CORNER, 2.0 FEET NORTH OF A FENCE, 1.5 FEET EAST
 JD1647'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JD1647'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2181 ***********************************************************************
 JD2181  DESIGNATION -  J 307
 JD2181  PID         -  JD2181
 JD2181  STATE/COUNTY-  MO/JOHNSON
 JD2181  USGS QUAD   -  LEETON (1981)
 JD2181
 JD2181                         *CURRENT SURVEY CONTROL
 JD2181  ___________________________________________________________________
 JD2181* NAD 83(1986)-  38 35 23.     (N)    093 42 34.     (W)     SCALED    
 JD2181* NAVD 88     -       279.864  (meters)     918.19   (feet)  ADJUSTED  
 JD2181  ___________________________________________________________________
 JD2181  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD2181  DYNAMIC HT  -         279.669 (meters)     917.55  (feet)  COMP
 JD2181  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 JD2181
 JD2181  VERT ORDER  -  SECOND    CLASS 0
 JD2181
 JD2181.The horizontal coordinates were scaled from a topographic map and have
 JD2181.an estimated accuracy of +/- 6 seconds.
 JD2181
 JD2181.The orthometric height was determined by differential leveling
 JD2181.and adjusted by the National Geodetic Survey in June 1991..
 JD2181
 JD2181.The geoid height was determined by GEOID03.
 JD2181
 JD2181.The dynamic height is computed by dividing the NAVD 88
 JD2181.geopotential number by the normal gravity value computed on the
 JD2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2181.degrees latitude (g = 980.6199 gals.).
 JD2181
 JD2181.The modeled gravity was interpolated from observed gravity values.
 JD2181
 JD2181;                    North         East    Units  Estimated Accuracy
 JD2181;SPC MO W     -   269,200.      918,870.      MT  (+/- 180 meters Scaled)
 JD2181
 JD2181                          SUPERSEDED SURVEY CONTROL
 JD2181
 JD2181  NGVD 29 (??/??/92)  279.752  (m)          917.82   (f) ADJ UNCH    2 0
 JD2181
 JD2181.Superseded values are not recommended for survey control.
 JD2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2181.See file dsdata.txt to determine how the superseded data were derived.
 JD2181
 JD2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC382714(NAD 83)
 JD2181_MARKER: DB = BENCH MARK DISK
 JD2181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2181_SP_SET: CULVERT
 JD2181_STAMPING: J 307 1963
 JD2181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2181
 JD2181  HISTORY     - Date     Condition        Report By
 JD2181  HISTORY     - 1963     MONUMENTED       CGS
 JD2181
 JD2181                          STATION DESCRIPTION
 JD2181
 JD2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2181'0.9 MI E FROM LEETON.
 JD2181'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2181'AT LEETON, IN S 17, R 23 W, T 44 N, SET IN THE TOP OF THE WEST
 JD2181'END OF THE NORTH CONCRETE HEADWALL OF A 4 X 6 FOOT CONCRETE
 JD2181'CULVERT UNDER THE HIGHWAY, 14.5 FEET NORTH OF THE CENTERLINE
 JD2181'OF THE HIGHWAY, 1.2 FEET EAST OF THE WEST EDGE OF THE HEADWALL,
 JD2181'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1131 ***********************************************************************
 JD1131  DESIGNATION -  J 308
 JD1131  PID         -  JD1131
 JD1131  STATE/COUNTY-  MO/PETTIS
 JD1131  USGS QUAD   -  SEDALIA WEST (1973)
 JD1131
 JD1131                         *CURRENT SURVEY CONTROL
 JD1131  ___________________________________________________________________
 JD1131* NAD 83(1986)-  38 39 32.     (N)    093 21 35.     (W)     SCALED    
 JD1131* NAVD 88     -       272.043  (meters)     892.53   (feet)  ADJUSTED  
 JD1131  ___________________________________________________________________
 JD1131  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1131  DYNAMIC HT  -         271.855 (meters)     891.91  (feet)  COMP
 JD1131  MODELED GRAV-     979,930.5   (mgal)                       NAVD 88
 JD1131
 JD1131  VERT ORDER  -  SECOND    CLASS 0
 JD1131
 JD1131.The horizontal coordinates were scaled from a topographic map and have
 JD1131.an estimated accuracy of +/- 6 seconds.
 JD1131
 JD1131.The orthometric height was determined by differential leveling
 JD1131.and adjusted by the National Geodetic Survey in June 1991..
 JD1131
 JD1131.The geoid height was determined by GEOID03.
 JD1131
 JD1131.The dynamic height is computed by dividing the NAVD 88
 JD1131.geopotential number by the normal gravity value computed on the
 JD1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1131.degrees latitude (g = 980.6199 gals.).
 JD1131
 JD1131.The modeled gravity was interpolated from observed gravity values.
 JD1131
 JD1131;                    North         East    Units  Estimated Accuracy
 JD1131;SPC MO C     -   313,920.      425,170.      MT  (+/- 180 meters Scaled)
 JD1131
 JD1131                          SUPERSEDED SURVEY CONTROL
 JD1131
 JD1131  NGVD 29 (??/??/92)  271.941  (m)          892.19   (f) ADJ UNCH    2 0
 JD1131
 JD1131.Superseded values are not recommended for survey control.
 JD1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1131.See file dsdata.txt to determine how the superseded data were derived.
 JD1131
 JD1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC687789(NAD 83)
 JD1131_MARKER: DB = BENCH MARK DISK
 JD1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1131_STAMPING: J 308 1963
 JD1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1131+STABILITY: SURFACE MOTION
 JD1131
 JD1131  HISTORY     - Date     Condition        Report By
 JD1131  HISTORY     - 1963     MONUMENTED       CGS
 JD1131
 JD1131                          STATION DESCRIPTION
 JD1131
 JD1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1131'4.6 MI NE FROM GREEN RIDGE.
 JD1131'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE POST
 JD1131'OFFICE AT GREEN RIDGE, THENCE 3.4 MILES NORTHEAST ALONG THE
 JD1131'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 1.1 MILES NORTH ALONG
 JD1131'A GRAVELED ROAD, OR ABOUT 1.1 MILES NORTH ALONG A GRAVELED
 JD1131'ROAD FROM THE CROSSING OF THE MISSOURI-KANSAS-TEXAS RAILROAD AT
 JD1131'CAMP BRANCH, IN SECTION 28, T 45 N, R 22 W, ABOUT 1.0 MILE SOUTH
 JD1131'OF THE CAMP BRANCH BAPTIST CHURCH WHICH IS AT THE INTERSECTION
 JD1131'OF STATE ROAD Y AND A GRAVELED ROAD, 38 FEET SOUTHEAST OF THE
 JD1131'CENTER OF THE JUNCTION OF THE GRAVELED ROAD AND A GRAVELED
 JD1131'ROAD LEADING WEST, 25 1/2 FEET EAST OF THE CENTER LINE OF THE
 JD1131'NORTH-SOUTH GRAVELED ROAD, 5 FEET WEST OF A POWER POLE, IN
 JD1131'LINE WITH A ROW OF POLES, 1 1/2 FEET WEST OF A FENCE, 1.7 FEET
 JD1131'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 JD1131'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1131'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2222 ***********************************************************************
 JD2222  DESIGNATION -  J 309
 JD2222  PID         -  JD2222
 JD2222  STATE/COUNTY-  MO/JOHNSON
 JD2222  USGS QUAD   -  BURTVILLE (1955)
 JD2222
 JD2222                         *CURRENT SURVEY CONTROL
 JD2222  ___________________________________________________________________
 JD2222* NAD 83(1986)-  38 40 54.     (N)    093 33 44.     (W)     SCALED    
 JD2222* NAVD 88     -       272.928  (meters)     895.43   (feet)  ADJUSTED  
 JD2222  ___________________________________________________________________
 JD2222  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2222  DYNAMIC HT  -         272.740 (meters)     894.81  (feet)  COMP
 JD2222  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 JD2222
 JD2222  VERT ORDER  -  SECOND    CLASS 0
 JD2222
 JD2222.The horizontal coordinates were scaled from a topographic map and have
 JD2222.an estimated accuracy of +/- 6 seconds.
 JD2222
 JD2222.The orthometric height was determined by differential leveling
 JD2222.and adjusted by the National Geodetic Survey in June 1991..
 JD2222
 JD2222.The geoid height was determined by GEOID03.
 JD2222
 JD2222.The dynamic height is computed by dividing the NAVD 88
 JD2222.geopotential number by the normal gravity value computed on the
 JD2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2222.degrees latitude (g = 980.6199 gals.).
 JD2222
 JD2222.The modeled gravity was interpolated from observed gravity values.
 JD2222
 JD2222;                    North         East    Units  Estimated Accuracy
 JD2222;SPC MO W     -   279,530.      931,600.      MT  (+/- 180 meters Scaled)
 JD2222
 JD2222                          SUPERSEDED SURVEY CONTROL
 JD2222
 JD2222  NGVD 29 (??/??/92)  272.827  (m)          895.10   (f) ADJ UNCH    2 0
 JD2222
 JD2222.Superseded values are not recommended for survey control.
 JD2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2222.See file dsdata.txt to determine how the superseded data were derived.
 JD2222
 JD2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC510816(NAD 83)
 JD2222_MARKER: DB = BENCH MARK DISK
 JD2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2222_STAMPING: J 309 1963
 JD2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2222+STABILITY: SURFACE MOTION
 JD2222
 JD2222  HISTORY     - Date     Condition        Report By
 JD2222  HISTORY     - 1963     MONUMENTED       CGS
 JD2222
 JD2222                          STATION DESCRIPTION
 JD2222
 JD2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2222'8.6 MI S FROM KNOB NOSTER.
 JD2222'ABOUT 8.6 MILES SOUTH ALONG STATE ROAD D FROM THE POST OFFICE
 JD2222'AT KNOB NOSTER, IN S 15, R 24 W, T 45 N, AT THE SOUTHWEST
 JD2222'CORNER OF THE YARD AT AN ABANDONED FARMHOUSE, 52 FEET NORTHEAST
 JD2222'OF THE CENTER OF THE JUNCTION OF STATE ROAD Y LEADING WEST, 42
 JD2222'FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 16
 JD2222'FEET SOUTHWEST OF THE MORE SOUTHERLY OF TWO 24-INCH CEDAR
 JD2222'TREES, 3 FEET NORTH OF A POWER POLE, IN LINE WITH A NORTH-SOUTH
 JD2222'LINE OF POLES, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JD2222'OF A CONCRETE POST PROJCTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0038 ***********************************************************************
 HD0038  DESIGNATION -  J 31
 HD0038  PID         -  HD0038
 HD0038  STATE/COUNTY-  MO/PULASKI
 HD0038  USGS QUAD   -  RICHLAND (1976)
 HD0038
 HD0038                         *CURRENT SURVEY CONTROL
 HD0038  ___________________________________________________________________
 HD0038* NAD 83(1986)-  37 51 24.     (N)    092 24 22.     (W)     SCALED    
 HD0038* NAVD 88     -       348.481  (meters)    1143.31   (feet)  ADJUSTED  
 HD0038  ___________________________________________________________________
 HD0038  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HD0038  DYNAMIC HT  -         348.220 (meters)    1142.45  (feet)  COMP
 HD0038  MODELED GRAV-     979,870.0   (mgal)                       NAVD 88
 HD0038
 HD0038  VERT ORDER  -  SECOND    CLASS 0
 HD0038
 HD0038.The horizontal coordinates were scaled from a topographic map and have
 HD0038.an estimated accuracy of +/- 6 seconds.
 HD0038
 HD0038.The orthometric height was determined by differential leveling
 HD0038.and adjusted by the National Geodetic Survey in June 1991..
 HD0038
 HD0038.The geoid height was determined by GEOID03.
 HD0038
 HD0038.The dynamic height is computed by dividing the NAVD 88
 HD0038.geopotential number by the normal gravity value computed on the
 HD0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0038.degrees latitude (g = 980.6199 gals.).
 HD0038
 HD0038.The modeled gravity was interpolated from observed gravity values.
 HD0038
 HD0038;                    North         East    Units  Estimated Accuracy
 HD0038;SPC MO C     -   224,530.      508,260.      MT  (+/- 180 meters Scaled)
 HD0038
 HD0038                          SUPERSEDED SURVEY CONTROL
 HD0038
 HD0038  NGVD 29 (??/??/92)  348.372  (m)         1142.95   (f) ADJ UNCH    2 0
 HD0038
 HD0038.Superseded values are not recommended for survey control.
 HD0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0038.See file dsdata.txt to determine how the superseded data were derived.
 HD0038
 HD0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB522900(NAD 83)
 HD0038_MARKER: DB = BENCH MARK DISK
 HD0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0038_STAMPING: J 31 1934
 HD0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0038+STABILITY: SURFACE MOTION
 HD0038
 HD0038  HISTORY     - Date     Condition        Report By
 HD0038  HISTORY     - 1934     MONUMENTED       CGS
 HD0038  HISTORY     - 1946     GOOD             NGS
 HD0038  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HD0038  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HD0038
 HD0038                          STATION DESCRIPTION
 HD0038
 HD0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0038'AT RICHLAND.
 HD0038'AT RICHLAND, ABOUT 50 YARDS WEST OF THE ST LOUIS AND SAN
 HD0038'FRANCISCO RAILROAD STATION, 56 FEET WEST OF THE CENTER LINE OF
 HD0038'A NORTH-SOUTH STREET, 50 FEET SOUTH OF THE CENTER LINE OF AN
 HD0038'EAST-WEST STREET, 36 FEET WEST OF A STEEL CROSSING SIGN, 18 FEET
 HD0038'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH
 HD0038'TRACK, 2 FEET WEST OF A 4 IN X 4 IN MARKER POST.  PROJECTS 3
 HD0038'INCHES ABOVE THE GROUND.
 HD0038
 HD0038                          STATION RECOVERY (1975)
 HD0038
 HD0038'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HD0038'MARK NOT FOUND.
 HD0038
 HD0038                          STATION RECOVERY (1975)
 HD0038
 HD0038'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HD0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2152 ***********************************************************************
 JD2152  DESIGNATION -  J 310
 JD2152  PID         -  JD2152
 JD2152  STATE/COUNTY-  MO/JOHNSON
 JD2152  USGS QUAD   -  CORNELIA (1955)
 JD2152
 JD2152                         *CURRENT SURVEY CONTROL
 JD2152  ___________________________________________________________________
 JD2152* NAD 83(1986)-  38 41 35.     (N)    093 41 16.     (W)     SCALED    
 JD2152* NAVD 88     -       272.083  (meters)     892.66   (feet)  ADJUSTED  
 JD2152  ___________________________________________________________________
 JD2152  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2152  DYNAMIC HT  -         271.896 (meters)     892.05  (feet)  COMP
 JD2152  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 JD2152
 JD2152  VERT ORDER  -  SECOND    CLASS 0
 JD2152
 JD2152.The horizontal coordinates were scaled from a topographic map and have
 JD2152.an estimated accuracy of +/- 6 seconds.
 JD2152
 JD2152.The orthometric height was determined by differential leveling
 JD2152.and adjusted by the National Geodetic Survey in June 1991..
 JD2152
 JD2152.The geoid height was determined by GEOID03.
 JD2152
 JD2152.The dynamic height is computed by dividing the NAVD 88
 JD2152.geopotential number by the normal gravity value computed on the
 JD2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2152.degrees latitude (g = 980.6199 gals.).
 JD2152
 JD2152.The modeled gravity was interpolated from observed gravity values.
 JD2152
 JD2152;                    North         East    Units  Estimated Accuracy
 JD2152;SPC MO W     -   280,690.      920,660.      MT  (+/- 180 meters Scaled)
 JD2152
 JD2152                          SUPERSEDED SURVEY CONTROL
 JD2152
 JD2152  NGVD 29 (??/??/92)  271.981  (m)          892.32   (f) ADJ UNCH    2 0
 JD2152
 JD2152.Superseded values are not recommended for survey control.
 JD2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2152.See file dsdata.txt to determine how the superseded data were derived.
 JD2152
 JD2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC401829(NAD 83)
 JD2152_MARKER: DB = BENCH MARK DISK
 JD2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2152_STAMPING: J 310 1963
 JD2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2152+STABILITY: SURFACE MOTION
 JD2152
 JD2152  HISTORY     - Date     Condition        Report By
 JD2152  HISTORY     - 1963     MONUMENTED       CGS
 JD2152
 JD2152                          STATION DESCRIPTION
 JD2152
 JD2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2152'7.3 MI SE FROM WARRENSBURG.
 JD2152'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2152'AT WARRENSBURG, THENCE 3.0 MILES EAST ALONG STATE ROAD Y, IN
 JD2152'S 16, R 25 W, T 45 N, ABOUT 0.7 MILE EAST OF A GRAVELED ROAD
 JD2152'INTERSECTION, ABOUT 0.8 MILE WEST OF THE JUNCTION OF A GRAVELED
 JD2152'ROAD INTERSECTION, ABOUT 0.8 MILE WEST OF THE JUNCTION OF A
 JD2152'GRAVELED ROAD LEADING SOUTH, AT THE JUNCTION OF A DRIVEWAY
 JD2152'LEADING NORTH TO A PASTURE, 36 FEET NORTHEAST OF THE NORTHWEST
 JD2152'END OF A 28-INCH CULVERT UNDER THE ROAD, 34.5 FEET NORTH OF THE
 JD2152'CENTERLINE OF THE ROAD, 21 FEET WEST OF THE CENTERLINE OF THE
 JD2152'DRIVEWAY, 18.5 FEET EAST OF A T-FENCE CORNER, 1.5 FEET SOUTH OF
 JD2152'A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JD2152'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD2152'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0203 ***********************************************************************
 JC0203  DESIGNATION -  J 311
 JC0203  PID         -  JC0203
 JC0203  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0203  USGS QUAD   -  WEBSTER GROVES (1993)
 JC0203
 JC0203                         *CURRENT SURVEY CONTROL
 JC0203  ___________________________________________________________________
 JC0203* NAD 83(1986)-  38 37 23.     (N)    090 15 56.     (W)     SCALED    
 JC0203* NAVD 88     -       141.239  (meters)     463.38   (feet)  ADJUSTED  
 JC0203  ___________________________________________________________________
 JC0203  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JC0203  DYNAMIC HT  -         141.149 (meters)     463.09  (feet)  COMP
 JC0203  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 JC0203
 JC0203  VERT ORDER  -  FIRST     CLASS I
 JC0203
 JC0203.The horizontal coordinates were scaled from a topographic map and have
 JC0203.an estimated accuracy of +/- 6 seconds.
 JC0203
 JC0203.The orthometric height was determined by differential leveling
 JC0203.and adjusted by the National Geodetic Survey in June 1991..
 JC0203
 JC0203.The geoid height was determined by GEOID03.
 JC0203
 JC0203.The dynamic height is computed by dividing the NAVD 88
 JC0203.geopotential number by the normal gravity value computed on the
 JC0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0203.degrees latitude (g = 980.6199 gals.).
 JC0203
 JC0203.The modeled gravity was interpolated from observed gravity values.
 JC0203
 JC0203;                    North         East    Units  Estimated Accuracy
 JC0203;SPC MO E     -   309,610.      270,420.      MT  (+/- 180 meters Scaled)
 JC0203
 JC0203                          SUPERSEDED SURVEY CONTROL
 JC0203
 JC0203  NGVD 29 (??/??/92)  141.350  (m)          463.75   (f) ADJ UNCH    1 1
 JC0203
 JC0203.Superseded values are not recommended for survey control.
 JC0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0203.See file dsdata.txt to determine how the superseded data were derived.
 JC0203
 JC0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC380784(NAD 83)
 JC0203_MARKER: DB = BENCH MARK DISK
 JC0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0203_SP_SET: STEEL POWER TOWER BASE
 JC0203_STAMPING: J 311 1969
 JC0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0203
 JC0203  HISTORY     - Date     Condition        Report By
 JC0203  HISTORY     - 1969     MONUMENTED       CGS
 JC0203  HISTORY     - 19910303 GOOD             USPSQD
 JC0203
 JC0203                          STATION DESCRIPTION
 JC0203
 JC0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0203'AT ST LOUIS.
 JC0203'AT ST LOUIS, ABOUT 3.1 MILES WEST ALONG THE MISSOURI PACIFIC
 JC0203'RAILROAD FROM THE 18TH STREET OVERPASS OVER THE RAILROAD, AT THE
 JC0203'KINGSHIGHWAY BLVD OVER THE TRACKS, 138 FEET SOUTH OF THE SOUTH
 JC0203'RAIL OF THE MISSOURI PACIFIC RAILROAD, 51 1/2 FEET WEST OF THE WEST
 JC0203'EDGE OF THE OVERPASS, SET IN THE TOP OF THE CONCRETE BASE FOR
 JC0203'THE NORTHWEST LEG OF A LARGE STEEL POWER LINE TOWER, 48.6 FEET
 JC0203'NORTH OF THE NORTH RAIL OF THE ST LOUIS- SAN FRANCISCO RAILROAD
 JC0203'AND ABOUT LEVEL WITH THE GROUND.
 JC0203
 JC0203                          STATION RECOVERY (1991)
 JC0203
 JC0203'RECOVERY NOTE BY US POWER SQUADRON 1991 (DWS)
 JC0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0460 ***********************************************************************
 HC0460  DESIGNATION -  J 32
 HC0460  PID         -  HC0460
 HC0460  STATE/COUNTY-  MO/DENT
 HC0460  USGS QUAD   -  STONE HILL (1981)
 HC0460
 HC0460                         *CURRENT SURVEY CONTROL
 HC0460  ___________________________________________________________________
 HC0460* NAD 83(1986)-  37 37 06.     (N)    091 19 13.     (W)     SCALED    
 HC0460* NAVD 88     -       408.040  (meters)    1338.71   (feet)  ADJUSTED  
 HC0460  ___________________________________________________________________
 HC0460  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 HC0460  DYNAMIC HT  -         407.720 (meters)    1337.66  (feet)  COMP
 HC0460  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 HC0460
 HC0460  VERT ORDER  -  SECOND    CLASS 0
 HC0460
 HC0460.The horizontal coordinates were scaled from a topographic map and have
 HC0460.an estimated accuracy of +/- 6 seconds.
 HC0460
 HC0460.The orthometric height was determined by differential leveling
 HC0460.and adjusted by the National Geodetic Survey in June 1991..
 HC0460
 HC0460.The geoid height was determined by GEOID03.
 HC0460
 HC0460.The dynamic height is computed by dividing the NAVD 88
 HC0460.geopotential number by the normal gravity value computed on the
 HC0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0460.degrees latitude (g = 980.6199 gals.).
 HC0460
 HC0460.The modeled gravity was interpolated from observed gravity values.
 HC0460
 HC0460;                    North         East    Units  Estimated Accuracy
 HC0460;SPC MO E     -   198,390.      177,590.      MT  (+/- 180 meters Scaled)
 HC0460
 HC0460                          SUPERSEDED SURVEY CONTROL
 HC0460
 HC0460  NGVD 29 (??/??/92)  407.979  (m)         1338.51   (f) ADJ UNCH    2 0
 HC0460
 HC0460.Superseded values are not recommended for survey control.
 HC0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0460.See file dsdata.txt to determine how the superseded data were derived.
 HC0460
 HC0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB482647(NAD 83)
 HC0460_MARKER: DB = BENCH MARK DISK
 HC0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0460_STAMPING: J 32 1934
 HC0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0460+STABILITY: SURFACE MOTION
 HC0460
 HC0460  HISTORY     - Date     Condition        Report By
 HC0460  HISTORY     - 1934     MONUMENTED       CGS
 HC0460  HISTORY     - 1935     GOOD             NGS
 HC0460
 HC0460                          STATION DESCRIPTION
 HC0460
 HC0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0460'13.6 MI E FROM SALEM.
 HC0460'13.6 MILES EAST ALONG STATE HIGHWAY 32 FROM THE INTERSECTION OF
 HC0460'STATE HIGHWAY 19 AT SALEM, DENT COUNTY, 1.2 MILES EAST OF THE
 HC0460'JUNCTION OF STATE HIGHWAY 72, 0.1 MILE SOUTHEAST OF THE JUNCTION
 HC0460'OF THE ROAD LEADING TO THE E. MYET FARM IN 1934, 500 FEET WEST OF
 HC0460'A SHARP CURVE, 48 FEET SOUTH OF THE SOUTH END OF A CORRUGATED-IRON
 HC0460'PIPE CULVERT UNDER A SIDE ROAD LEADING SOUTHWEST, 45 FEET SOUTHWEST
 HC0460'OF THE CENTERLINE OF THE HIGHWAY, AND 14 FEET NORTHWEST OF A 3-FOOT
 HC0460'OAK TREE SUPPORTING A P 9 CONAWAY SIGN.  A STANDARD DISK, STAMPED
 HC0460'J 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0476 ***********************************************************************
 HD0476  DESIGNATION -  J 32
 HD0476  PID         -  HD0476
 HD0476  STATE/COUNTY-  MO/CAMDEN
 HD0476  USGS QUAD   -  HAHATONKA (1982)
 HD0476
 HD0476                         *CURRENT SURVEY CONTROL
 HD0476  ___________________________________________________________________
 HD0476* NAD 83(1986)-  37 59 36.     (N)    092 48 12.     (W)     SCALED    
 HD0476* NAVD 88     -       251.586  (meters)     825.41   (feet)  ADJUSTED  
 HD0476  ___________________________________________________________________
 HD0476  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HD0476  DYNAMIC HT  -         251.400 (meters)     824.80  (feet)  COMP
 HD0476  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 HD0476
 HD0476  VERT ORDER  -  SECOND    CLASS 0
 HD0476
 HD0476.The horizontal coordinates were scaled from a topographic map and have
 HD0476.an estimated accuracy of +/- 6 seconds.
 HD0476
 HD0476.The orthometric height was determined by differential leveling
 HD0476.and adjusted by the National Geodetic Survey in June 1991..
 HD0476
 HD0476.The geoid height was determined by GEOID03.
 HD0476
 HD0476.The dynamic height is computed by dividing the NAVD 88
 HD0476.geopotential number by the normal gravity value computed on the
 HD0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0476.degrees latitude (g = 980.6199 gals.).
 HD0476
 HD0476.The modeled gravity was interpolated from observed gravity values.
 HD0476
 HD0476;                    North         East    Units  Estimated Accuracy
 HD0476;SPC MO C     -   239,740.      473,360.      MT  (+/- 180 meters Scaled)
 HD0476
 HD0476                          SUPERSEDED SURVEY CONTROL
 HD0476
 HD0476  NGVD 29 (??/??/92)  251.485  (m)          825.08   (f) ADJ UNCH    2 0
 HD0476
 HD0476.Superseded values are not recommended for survey control.
 HD0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0476.See file dsdata.txt to determine how the superseded data were derived.
 HD0476
 HD0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC172050(NAD 83)
 HD0476_MARKER: DB = BENCH MARK DISK
 HD0476_SETTING: 66 = SET IN ROCK OUTCROP
 HD0476_SP_SET: ROCK FACE
 HD0476_STAMPING: J 32 1934
 HD0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0476+STABILITY: POSITION/ELEVATION WELL
 HD0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0476+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2003
 HD0476
 HD0476  HISTORY     - Date     Condition        Report By
 HD0476  HISTORY     - 1934     MONUMENTED       CGS
 HD0476  HISTORY     - 1968     GOOD             NGS
 HD0476  HISTORY     - 20030303 GOOD             INDIV
 HD0476
 HD0476                          STATION DESCRIPTION
 HD0476
 HD0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0476'3.8 MI W FROM CAMDENTON.
 HD0476'3.8 MILES WEST ALONG U.S. HIGHWAY 54 FROM CAMDENTON, 2.0 MILES
 HD0476'EAST OF ROACH, 0.7 MILE WEST OF THE WEST END OF THE BRIDGE OVER
 HD0476'NIANGUA RIVER, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HD0476'AND IN THE FACE OF A ROCK.  A STANDARD DISK, STAMPED J 32 1934
 HD0476'AND SET VERTICALLY.
 HD0476
 HD0476                          STATION RECOVERY (1968)
 HD0476
 HD0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HD0476'RECOVERED IN GOOD CONDITION.
 HD0476
 HD0476                          STATION RECOVERY (2003)
 HD0476
 HD0476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 HD0476'GEOCAC
 HD0476'WEST BOUND HWY 54 FROM CAMDENTON.  CROSS NIANGUA ARM OF THE LAKE OF
 HD0476'THE OZARKS. GO ABOUT .5 MI WEST TURN RIGHT ON LAKE ROAD 54-80 (OLD HWY
 HD0476'54) GO .4 MILE WEST MARK IN STONE WALL ON SOUTH SIDE OF HIGHWAY.
 HD0476' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1176 ***********************************************************************
 JC1176  DESIGNATION -  J 323
 JC1176  PID         -  JC1176
 JC1176  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1176  USGS QUAD   -  GRANITE CITY (1998)
 JC1176
 JC1176                         *CURRENT SURVEY CONTROL
 JC1176  ___________________________________________________________________
 JC1176* NAD 83(1986)-  38 41 00.     (N)    090 11 48.     (W)     SCALED    
 JC1176* NAVD 88     -       129.467  (meters)     424.76   (feet)  ADJUSTED  
 JC1176  ___________________________________________________________________
 JC1176  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JC1176  DYNAMIC HT  -         129.385 (meters)     424.49  (feet)  COMP
 JC1176  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JC1176
 JC1176  VERT ORDER  -  FIRST     CLASS II
 JC1176
 JC1176.The horizontal coordinates were scaled from a topographic map and have
 JC1176.an estimated accuracy of +/- 6 seconds.
 JC1176
 JC1176.The orthometric height was determined by differential leveling
 JC1176.and adjusted by the National Geodetic Survey in June 1991..
 JC1176
 JC1176.The geoid height was determined by GEOID03.
 JC1176
 JC1176.The dynamic height is computed by dividing the NAVD 88
 JC1176.geopotential number by the normal gravity value computed on the
 JC1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1176.degrees latitude (g = 980.6199 gals.).
 JC1176
 JC1176.The modeled gravity was interpolated from observed gravity values.
 JC1176
 JC1176;                    North         East    Units  Estimated Accuracy
 JC1176;SPC MO E     -   316,320.      276,390.      MT  (+/- 180 meters Scaled)
 JC1176
 JC1176                          SUPERSEDED SURVEY CONTROL
 JC1176
 JC1176  NGVD 29 (??/??/??)  129.433  (m)          424.65   (f) ADJUSTED    1 2
 JC1176
 JC1176.Superseded values are not recommended for survey control.
 JC1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1176.See file dsdata.txt to determine how the superseded data were derived.
 JC1176
 JC1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC438853(NAD 83)
 JC1176_MARKER: I = METAL ROD
 JC1176_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1176_SP_SET: STAINLESS STEEL ROD
 JC1176_STAMPING: J 323 1981
 JC1176_MARK LOGO: NGS   
 JC1176_PROJECTION: FLUSH
 JC1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1176_ROD/PIPE-DEPTH: 9.8  meters
 JC1176
 JC1176  HISTORY     - Date     Condition        Report By
 JC1176  HISTORY     - 1981     MONUMENTED       NGS
 JC1176
 JC1176                          STATION DESCRIPTION
 JC1176
 JC1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1176'IN ST LOUIS.
 JC1176'IN ST LOUIS, 1.2 KILOMETERS (0.75 MILE) NORTHWEST ALONG THE FLOOD WALL
 JC1176'FROM THE OVERPASS OF THE MERCHANTS BRIDGE, 4.57 METERS (15.0 FEET)
 JC1176'NORTHEAST OF THE CENTER OF THE GRAVEL ROAD PARALLEL TO THE FLOOD WALL,
 JC1176'2.2 METERS (7.2 FEET) SOUTHWEST OF THE SOUTHWEST FACE OF THE FLOOD
 JC1176'WALL, AND 0.37 METER (1.2 FEET) NORTHWEST OF A METAL WITNESS POST.
 JC1176'THE MARK IS 0.37 METERS  SE FROM A WITNESS POST.
 JC1176'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1284 ***********************************************************************
 HB1284  DESIGNATION -  J 325
 HB1284  PID         -  HB1284
 HB1284  STATE/COUNTY-  MO/SCOTT
 HB1284  USGS QUAD   -  SCOTT CITY (1993)
 HB1284
 HB1284                         *CURRENT SURVEY CONTROL
 HB1284  ___________________________________________________________________
 HB1284* NAD 83(1986)-  37 12 55.     (N)    089 32 02.     (W)     SCALED    
 HB1284* NAVD 88     -       110.769  (meters)     363.41   (feet)  ADJUSTED  
 HB1284  ___________________________________________________________________
 HB1284  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB1284  DYNAMIC HT  -         110.689 (meters)     363.15  (feet)  COMP
 HB1284  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 HB1284
 HB1284  VERT ORDER  -  FIRST     CLASS II
 HB1284
 HB1284.The horizontal coordinates were scaled from a topographic map and have
 HB1284.an estimated accuracy of +/- 6 seconds.
 HB1284
 HB1284.The orthometric height was determined by differential leveling
 HB1284.and adjusted by the National Geodetic Survey in June 1991..
 HB1284
 HB1284.The geoid height was determined by GEOID03.
 HB1284
 HB1284.The dynamic height is computed by dividing the NAVD 88
 HB1284.geopotential number by the normal gravity value computed on the
 HB1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1284.degrees latitude (g = 980.6199 gals.).
 HB1284
 HB1284.The modeled gravity was interpolated from observed gravity values.
 HB1284
 HB1284;                    North         East    Units  Estimated Accuracy
 HB1284;SPC MO E     -   153,780.      335,750.      MT  (+/- 180 meters Scaled)
 HB1284
 HB1284                          SUPERSEDED SURVEY CONTROL
 HB1284
 HB1284  NGVD 29 (??/??/??)  110.659  (m)          363.05   (f) ADJUSTED    1 2
 HB1284
 HB1284.Superseded values are not recommended for survey control.
 HB1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1284.See file dsdata.txt to determine how the superseded data were derived.
 HB1284
 HB1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG751217(NAD 83)
 HB1284_MARKER: I = METAL ROD
 HB1284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1284_SP_SET: STAINLESS STEEL ROD
 HB1284_STAMPING: J 325 1981
 HB1284_MARK LOGO: NGS   
 HB1284_PROJECTION: FLUSH
 HB1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1284_ROD/PIPE-DEPTH: 9.8  meters
 HB1284
 HB1284  HISTORY     - Date     Condition        Report By
 HB1284  HISTORY     - 1981     MONUMENTED       NGS
 HB1284  HISTORY     - 20020810 POOR             USACE
 HB1284
 HB1284                          STATION DESCRIPTION
 HB1284
 HB1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1284'0.7 KM (0.45 MI) WEST FROM SCOTT CITY.
 HB1284'0.7 KILOMETER (0.45 MILE) WEST ALONG STATE HIGHWAY K FROM THE POST
 HB1284'OFFICE IN SCOTT CITY TO THE MARK ON THE RIGHT AT A HIGH TENSION POWER
 HB1284'LINE CROSSING THE HIGHWAY, 14.03 METERS (46.0 FEET) NORTH OF THE
 HB1284'CENTER LINE OF THE HIGHWAY, 1.53 METERS (5.0 FEET) SOUTH OF THE EDGE
 HB1284'OF CONCRETE PARKING LOT FOR A SHOPPING PLAZA, 0.76 METER (2.5 FEET)
 HB1284'WEST OF A POWER POLE.
 HB1284'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
 HB1284
 HB1284                          STATION RECOVERY (2002)
 HB1284
 HB1284'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1284'MARK HAS BEEN HIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0980 ***********************************************************************
 KD0980  DESIGNATION -  J 326
 KD0980  PID         -  KD0980
 KD0980  STATE/COUNTY-  MO/SALINE
 KD0980  USGS QUAD   -  SLATER (1971)
 KD0980
 KD0980                         *CURRENT SURVEY CONTROL
 KD0980  ___________________________________________________________________
 KD0980* NAD 83(1986)-  39 08 36.     (N)    093 05 04.     (W)     SCALED    
 KD0980* NAVD 88     -       239.402  (meters)     785.44   (feet)  ADJUSTED  
 KD0980  ___________________________________________________________________
 KD0980  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0980  DYNAMIC HT  -         239.252 (meters)     784.95  (feet)  COMP
 KD0980  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 KD0980
 KD0980  VERT ORDER  -  FIRST     CLASS II
 KD0980
 KD0980.The horizontal coordinates were scaled from a topographic map and have
 KD0980.an estimated accuracy of +/- 6 seconds.
 KD0980
 KD0980.The orthometric height was determined by differential leveling
 KD0980.and adjusted by the National Geodetic Survey in June 1991..
 KD0980
 KD0980.The geoid height was determined by GEOID03.
 KD0980
 KD0980.The dynamic height is computed by dividing the NAVD 88
 KD0980.geopotential number by the normal gravity value computed on the
 KD0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0980.degrees latitude (g = 980.6199 gals.).
 KD0980
 KD0980.The modeled gravity was interpolated from observed gravity values.
 KD0980
 KD0980;                    North         East    Units  Estimated Accuracy
 KD0980;SPC MO C     -   367,510.      449,480.      MT  (+/- 180 meters Scaled)
 KD0980
 KD0980                          SUPERSEDED SURVEY CONTROL
 KD0980
 KD0980.No superseded survey control is available for this station.
 KD0980
 KD0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD927326(NAD 83)
 KD0980_MARKER: I = METAL ROD
 KD0980_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0980_SP_SET: STAINLESS STEEL ROD
 KD0980_STAMPING: J 326 1986
 KD0980_MARK LOGO: NGS   
 KD0980_PROJECTION: FLUSH
 KD0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0980_ROD/PIPE-DEPTH: 7.3  meters
 KD0980
 KD0980  HISTORY     - Date     Condition        Report By
 KD0980  HISTORY     - 1986     MONUMENTED       NGS
 KD0980  HISTORY     - 1990     GOOD             USPSQD
 KD0980
 KD0980                          STATION DESCRIPTION
 KD0980
 KD0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0980'13.1 KM (8.15 MI) EAST FROM MARSHALL.
 KD0980'13.1 KM (8.15 MI) EASTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0980'WITH U.S. HIGHWAY 65 IN MARSHALL, 16.3 M (53.5 FT) SOUTH OF THE CENTER
 KD0980'OF COUNTY ROAD 140, 8.3 M (27.2 FT) WEST OF THE HIGHWAY CENTERLINE,
 KD0980'AND 1.2 M (3.9 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 KD0980'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0980'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KD0980'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KD0980
 KD0980                          STATION RECOVERY (1990)
 KD0980
 KD0980'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0952 ***********************************************************************
 KD0952  DESIGNATION -  J 327
 KD0952  PID         -  KD0952
 KD0952  STATE/COUNTY-  MO/LAFAYETTE
 KD0952  USGS QUAD   -  WAVERLY (1979)
 KD0952
 KD0952                         *CURRENT SURVEY CONTROL
 KD0952  ___________________________________________________________________
 KD0952* NAD 83(1986)-  39 12 47.     (N)    093 30 55.     (W)     SCALED    
 KD0952* NAVD 88     -       230.241  (meters)     755.38   (feet)  ADJUSTED  
 KD0952  ___________________________________________________________________
 KD0952  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD0952  DYNAMIC HT  -         230.099 (meters)     754.92  (feet)  COMP
 KD0952  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 KD0952
 KD0952  VERT ORDER  -  FIRST     CLASS II
 KD0952
 KD0952.The horizontal coordinates were scaled from a topographic map and have
 KD0952.an estimated accuracy of +/- 6 seconds.
 KD0952
 KD0952.The orthometric height was determined by differential leveling
 KD0952.and adjusted by the National Geodetic Survey in June 1991..
 KD0952
 KD0952.The geoid height was determined by GEOID03.
 KD0952
 KD0952.The dynamic height is computed by dividing the NAVD 88
 KD0952.geopotential number by the normal gravity value computed on the
 KD0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0952.degrees latitude (g = 980.6199 gals.).
 KD0952
 KD0952.The modeled gravity was interpolated from observed gravity values.
 KD0952
 KD0952;                    North         East    Units  Estimated Accuracy
 KD0952;SPC MO W     -   338,560.      935,040.      MT  (+/- 180 meters Scaled)
 KD0952
 KD0952                          SUPERSEDED SURVEY CONTROL
 KD0952
 KD0952.No superseded survey control is available for this station.
 KD0952
 KD0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD555405(NAD 83)
 KD0952_MARKER: DB = BENCH MARK DISK
 KD0952_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KD0952_SP_SET: BRIDGE ABUTMENT
 KD0952_STAMPING: J 327 1986
 KD0952_MARK LOGO: NGS   
 KD0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD0952+STABILITY: POSITION/ELEVATION WELL
 KD0952
 KD0952  HISTORY     - Date     Condition        Report By
 KD0952  HISTORY     - 1986     MONUMENTED       NGS
 KD0952
 KD0952                          STATION DESCRIPTION
 KD0952
 KD0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0952'29.3 KM (18.2 MI) WEST FROM MARSHALL.
 KD0952'29.3 KM (18.2 FT) WESTERLY ALONG U.S. HIGHWAY 65 FROM ITS JUNCTION
 KD0952'WITH STATE HIGHWAY 240 IN MARSHALL, IN TOP OF AND 2.5 M (8.2 FT) WEST
 KD0952'OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 KD0952'SPANNING THE MISSOURI RIVER, AND 3.5 M (11.5 FT) EAST OF THE HIGHWAY
 KD0952'CENTERLINE.
 KD0952'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1122 ***********************************************************************
 KE1122  DESIGNATION -  J 328
 KE1122  PID         -  KE1122
 KE1122  STATE/COUNTY-  MO/JACKSON
 KE1122  USGS QUAD   -  MISSOURI CITY (1990)
 KE1122
 KE1122                         *CURRENT SURVEY CONTROL
 KE1122  ___________________________________________________________________
 KE1122* NAD 83(1986)-  39 08 12.     (N)    094 19 03.     (W)     SCALED    
 KE1122* NAVD 88     -       231.153  (meters)     758.37   (feet)  ADJUSTED  
 KE1122  ___________________________________________________________________
 KE1122  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KE1122  DYNAMIC HT  -         231.006 (meters)     757.89  (feet)  COMP
 KE1122  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 KE1122
 KE1122  VERT ORDER  -  FIRST     CLASS II
 KE1122
 KE1122.The horizontal coordinates were scaled from a topographic map and have
 KE1122.an estimated accuracy of +/- 6 seconds.
 KE1122
 KE1122.The orthometric height was determined by differential leveling
 KE1122.and adjusted by the National Geodetic Survey in June 1991..
 KE1122
 KE1122.The geoid height was determined by GEOID03.
 KE1122
 KE1122.The dynamic height is computed by dividing the NAVD 88
 KE1122.geopotential number by the normal gravity value computed on the
 KE1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1122.degrees latitude (g = 980.6199 gals.).
 KE1122
 KE1122.The modeled gravity was interpolated from observed gravity values.
 KE1122
 KE1122;                    North         East    Units  Estimated Accuracy
 KE1122;SPC MO W     -   329,640.      865,780.      MT  (+/- 180 meters Scaled)
 KE1122
 KE1122                          SUPERSEDED SURVEY CONTROL
 KE1122
 KE1122.No superseded survey control is available for this station.
 KE1122
 KE1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD861327(NAD 83)
 KE1122_MARKER: DB = BENCH MARK DISK
 KE1122_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1122_SP_SET: PIER
 KE1122_STAMPING: J 328 1986
 KE1122_MARK LOGO: NGS   
 KE1122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1122+STABILITY: POSITION/ELEVATION WELL
 KE1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1122+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2005
 KE1122
 KE1122  HISTORY     - Date     Condition        Report By
 KE1122  HISTORY     - 1986     MONUMENTED       NGS
 KE1122  HISTORY     - 20050904 GOOD             GEOCAC
 KE1122
 KE1122                          STATION DESCRIPTION
 KE1122
 KE1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1122'6.5 KM (4.05 MI) EAST FROM INDEPENDENCE.
 KE1122'6.5 KM (4.05 MI) EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH
 KE1122'STATE HIGHWAY 291 IN INDEPENDENCE, SET VERTICALLY IN THE SOUTHEAST
 KE1122'FACE OF THE MOST SOUTHEASTERLY 1 OF 2 COLUMNS OF THE FIRST PIER EAST
 KE1122'OF THE WEST ABUTMENT OF THE EAST BOUND HIGHWAY OVERPASS OF THE
 KE1122'MISSOURI PACIFIC RAILROAD, 8.5 M (27.9 FT) SOUTHWEST OF THE NEAR RAIL,
 KE1122'AND 4.1 M (13.5 FT) SOUTH OF THE HIGHWAY CENTER.
 KE1122'THE MARK IS 1.3 M ABOVE THE GROUND.
 KE1122
 KE1122                          STATION RECOVERY (2005)
 KE1122
 KE1122'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1122'HANDHELD GPS COORDINATES (NAD83) N39 08 10.9 W94 19 01.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1129 ***********************************************************************
 KE1129  DESIGNATION -  J 329
 KE1129  PID         -  KE1129
 KE1129  STATE/COUNTY-  MO/LAFAYETTE
 KE1129  USGS QUAD   -  CAMDEN (1978)
 KE1129
 KE1129                         *CURRENT SURVEY CONTROL
 KE1129  ___________________________________________________________________
 KE1129* NAD 83(1986)-  39 07 32.     (N)    094 06 08.     (W)     SCALED    
 KE1129* NAVD 88     -       222.834  (meters)     731.08   (feet)  ADJUSTED  
 KE1129  ___________________________________________________________________
 KE1129  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1129  DYNAMIC HT  -         222.693 (meters)     730.62  (feet)  COMP
 KE1129  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 KE1129
 KE1129  VERT ORDER  -  FIRST     CLASS II
 KE1129
 KE1129.The horizontal coordinates were scaled from a topographic map and have
 KE1129.an estimated accuracy of +/- 6 seconds.
 KE1129
 KE1129.The orthometric height was determined by differential leveling
 KE1129.and adjusted by the National Geodetic Survey in June 1991..
 KE1129
 KE1129.The geoid height was determined by GEOID03.
 KE1129
 KE1129.The dynamic height is computed by dividing the NAVD 88
 KE1129.geopotential number by the normal gravity value computed on the
 KE1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1129.degrees latitude (g = 980.6199 gals.).
 KE1129
 KE1129.The modeled gravity was interpolated from observed gravity values.
 KE1129
 KE1129;                    North         East    Units  Estimated Accuracy
 KE1129;SPC MO W     -   328,460.      884,400.      MT  (+/- 180 meters Scaled)
 KE1129
 KE1129                          SUPERSEDED SURVEY CONTROL
 KE1129
 KE1129.No superseded survey control is available for this station.
 KE1129
 KE1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD047312(NAD 83)
 KE1129_MARKER: I = METAL ROD
 KE1129_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1129_SP_SET: STAINLESS STEEL ROD
 KE1129_STAMPING: J 329 1986
 KE1129_MARK LOGO: NGS   
 KE1129_PROJECTION: FLUSH
 KE1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1129+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 KE1129_ROD/PIPE-DEPTH: 7.9  meters
 KE1129
 KE1129  HISTORY     - Date     Condition        Report By
 KE1129  HISTORY     - 1986     MONUMENTED       NGS
 KE1129  HISTORY     - 20050418 GOOD             MODNR
 KE1129
 KE1129                          STATION DESCRIPTION
 KE1129
 KE1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1129'22.3 KM (13.85 MI) WEST FROM LEXINGTON.
 KE1129'21.0 KM (13.05 MI) WESTERLY ALONG STATE HIGHWAY 224 FROM THE
 KE1129'COURTHOUSE IN LEXINGTON, THENCE 1.3 KM (0.8 MI) WESTERLY ALONG U.S.
 KE1129'HIGHWAY 24, 129.0 M (423.2 FT) EAST OF THE CENTER OF A DIRT ROAD, 26.8
 KE1129'M (87.9 FT) SOUTH OF THE HIGHWAY CENTER, AND 1.0 M (3.3 FT) WEST OF A
 KE1129'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KE1129'LOGO CAP.
 KE1129'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KE1129'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 KE1129
 KE1129                          STATION RECOVERY (2005)
 KE1129
 KE1129'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KE1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0209 ***********************************************************************
 HD0209  DESIGNATION -  J 33
 HD0209  PID         -  HD0209
 HD0209  STATE/COUNTY-  MO/TEXAS
 HD0209  USGS QUAD   -  CABOOL SE (1985)
 HD0209
 HD0209                         *CURRENT SURVEY CONTROL
 HD0209  ___________________________________________________________________
 HD0209* NAD 83(1986)-  37 07 18.     (N)    092 06 14.     (W)     SCALED    
 HD0209* NAVD 88     -       385.474  (meters)    1264.68   (feet)  ADJUSTED  
 HD0209  ___________________________________________________________________
 HD0209  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HD0209  DYNAMIC HT  -         385.151 (meters)    1263.62  (feet)  COMP
 HD0209  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 HD0209
 HD0209  VERT ORDER  -  FIRST     CLASS II
 HD0209
 HD0209.The horizontal coordinates were scaled from a topographic map and have
 HD0209.an estimated accuracy of +/- 6 seconds.
 HD0209
 HD0209.The orthometric height was determined by differential leveling
 HD0209.and adjusted by the National Geodetic Survey in June 1991..
 HD0209.WARNING-Repeat measurements at this control monument indicate possible
 HD0209.vertical movement.
 HD0209
 HD0209.The geoid height was determined by GEOID03.
 HD0209
 HD0209.The dynamic height is computed by dividing the NAVD 88
 HD0209.geopotential number by the normal gravity value computed on the
 HD0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0209.degrees latitude (g = 980.6199 gals.).
 HD0209
 HD0209.The modeled gravity was interpolated from observed gravity values.
 HD0209
 HD0209;                    North         East    Units  Estimated Accuracy
 HD0209;SPC MO C     -   143,030.      535,200.      MT  (+/- 180 meters Scaled)
 HD0209
 HD0209                          SUPERSEDED SURVEY CONTROL
 HD0209
 HD0209  NGVD 29 (10/05/93)  385.300  (m)         1264.11   (f) ADJUSTED    1 2
 HD0209
 HD0209.Superseded values are not recommended for survey control.
 HD0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0209.See file dsdata.txt to determine how the superseded data were derived.
 HD0209
 HD0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB796087(NAD 83)
 HD0209_MARKER: DB = BENCH MARK DISK
 HD0209_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HD0209_SP_SET: SIDEWALK
 HD0209_STAMPING: J 33 1934
 HD0209_MARK LOGO: CGS   
 HD0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0209
 HD0209  HISTORY     - Date     Condition        Report By
 HD0209  HISTORY     - 1934     MONUMENTED       CGS
 HD0209  HISTORY     - 1935     GOOD             NGS
 HD0209  HISTORY     - 1977     GOOD             NGS
 HD0209  HISTORY     - 1977     GOOD             NGS
 HD0209  HISTORY     - 19890718 GOOD             NGS
 HD0209
 HD0209                          STATION DESCRIPTION
 HD0209
 HD0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0209'AT CABOOL.
 HD0209'AT CABOOL, TEXAS COUNTY, ON MAIN STREET, 15 FEET SOUTHWEST OF THE
 HD0209'SOUTHWEST CORNER OF THE CITY HALL, 35 FEET NORTH OF THE CENTERLINE
 HD0209'OF THE STREET, AND IN THE TOP OF THE SIDEWALK.  A STANDARD DISK,
 HD0209'STAMPED J 33 1934.
 HD0209
 HD0209                          STATION RECOVERY (1977)
 HD0209
 HD0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0209'RECOVERED IN GOOD CONDITION.
 HD0209
 HD0209                          STATION RECOVERY (1977)
 HD0209
 HD0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0209'RECOVERED IN GOOD CONDITION.
 HD0209
 HD0209                          STATION RECOVERY (1989)
 HD0209
 HD0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1000 ***********************************************************************
 KD1000  DESIGNATION -  J 330
 KD1000  PID         -  KD1000
 KD1000  STATE/COUNTY-  MO/HOWARD
 KD1000  USGS QUAD   -  FRANKLIN (1971)
 KD1000
 KD1000                         *CURRENT SURVEY CONTROL
 KD1000  ___________________________________________________________________
 KD1000* NAD 83(1986)-  39 07 26.     (N)    092 50 43.     (W)     SCALED    
 KD1000* NAVD 88     -       243.300  (meters)     798.23   (feet)  ADJUSTED  
 KD1000  ___________________________________________________________________
 KD1000  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1000  DYNAMIC HT  -         243.147 (meters)     797.72  (feet)  COMP
 KD1000  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 KD1000
 KD1000  VERT ORDER  -  FIRST     CLASS II
 KD1000
 KD1000.The horizontal coordinates were scaled from a topographic map and have
 KD1000.an estimated accuracy of +/- 6 seconds.
 KD1000
 KD1000.The orthometric height was determined by differential leveling
 KD1000.and adjusted by the National Geodetic Survey in June 1991..
 KD1000
 KD1000.The geoid height was determined by GEOID03.
 KD1000
 KD1000.The dynamic height is computed by dividing the NAVD 88
 KD1000.geopotential number by the normal gravity value computed on the
 KD1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD1000.degrees latitude (g = 980.6199 gals.).
 KD1000
 KD1000.The modeled gravity was interpolated from observed gravity values.
 KD1000
 KD1000;                    North         East    Units  Estimated Accuracy
 KD1000;SPC MO C     -   365,240.      470,140.      MT  (+/- 180 meters Scaled)
 KD1000
 KD1000                          SUPERSEDED SURVEY CONTROL
 KD1000
 KD1000.No superseded survey control is available for this station.
 KD1000
 KD1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD133305(NAD 83)
 KD1000_MARKER: I = METAL ROD
 KD1000_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD1000_SP_SET: STAINLESS STEEL ROD
 KD1000_STAMPING: J 330 1986
 KD1000_MARK LOGO: NGS   
 KD1000_PROJECTION: PROJECTING 2 CENTIMETERS
 KD1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1000_ROD/PIPE-DEPTH: 9.0  meters
 KD1000
 KD1000  HISTORY     - Date     Condition        Report By
 KD1000  HISTORY     - 1986     MONUMENTED       NGS
 KD1000
 KD1000                          STATION DESCRIPTION
 KD1000
 KD1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD1000'11.7 KM (7.3 MI) SOUTH FROM GLASGOW.
 KD1000'11.7 KM (7.25 MI) SOUTHERLY ALONG STATE HIGHWAY 87 FROM ITS JUNCTION
 KD1000'WITH STATE HIGHWAY 240 IN GLASGOW, 0.3 KM (0.2 MI) NORTHWEST OF THE
 KD1000'INTERSECTION OF COUNTY ROAD K LEADING WEST TO LISBON, 21.8 M (71.5 FT)
 KD1000'SOUTH OF UTILITY POLE NUMBER 210, 12.5 M (41.0 FT) NORTH OF A FENCE
 KD1000'CORNER, AND 11.7 M (38.4 FT) EAST OF THE HIGHWAY CENTERLINE.
 KD1000'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD1000'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 KD1000'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2432 ***********************************************************************
 JD2432  DESIGNATION -  J 331
 JD2432  PID         -  JD2432
 JD2432  STATE/COUNTY-  MO/MONITEAU
 JD2432  USGS QUAD   -  PRAIRIE HOME (1985)
 JD2432
 JD2432                         *CURRENT SURVEY CONTROL
 JD2432  ___________________________________________________________________
 JD2432* NAD 83(1986)-  38 49 20.     (N)    092 30 28.     (W)     SCALED    
 JD2432* NAVD 88     -       253.944  (meters)     833.15   (feet)  ADJUSTED  
 JD2432  ___________________________________________________________________
 JD2432  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD2432  DYNAMIC HT  -         253.774 (meters)     832.59  (feet)  COMP
 JD2432  MODELED GRAV-     979,954.0   (mgal)                       NAVD 88
 JD2432
 JD2432  VERT ORDER  -  FIRST     CLASS II
 JD2432
 JD2432.The horizontal coordinates were scaled from a topographic map and have
 JD2432.an estimated accuracy of +/- 6 seconds.
 JD2432
 JD2432.The orthometric height was determined by differential leveling
 JD2432.and adjusted by the National Geodetic Survey in June 1991..
 JD2432
 JD2432.The geoid height was determined by GEOID03.
 JD2432
 JD2432.The dynamic height is computed by dividing the NAVD 88
 JD2432.geopotential number by the normal gravity value computed on the
 JD2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2432.degrees latitude (g = 980.6199 gals.).
 JD2432
 JD2432.The modeled gravity was interpolated from observed gravity values.
 JD2432
 JD2432;                    North         East    Units  Estimated Accuracy
 JD2432;SPC MO C     -   331,700.      499,330.      MT  (+/- 180 meters Scaled)
 JD2432
 JD2432                          SUPERSEDED SURVEY CONTROL
 JD2432
 JD2432.No superseded survey control is available for this station.
 JD2432
 JD2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC427971(NAD 83)
 JD2432_MARKER: I = METAL ROD
 JD2432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2432_SP_SET: STAINLESS STEEL ROD
 JD2432_STAMPING: J 331 1986
 JD2432_MARK LOGO: NGS   
 JD2432_PROJECTION: FLUSH
 JD2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2432_ROD/PIPE-DEPTH: 4.3  meters
 JD2432
 JD2432  HISTORY     - Date     Condition        Report By
 JD2432  HISTORY     - 1986     MONUMENTED       NGS
 JD2432
 JD2432                          STATION DESCRIPTION
 JD2432
 JD2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2432'33.5 KM (20.8 MI) SE FROM BOONVILLE.
 JD2432'31.4 KM (19.5 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2432'COURTHOUSE IN BOONVILLE, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG STATE
 JD2432'HIGHWAY 179, THENCE 0.1 KM (0.05 MI) EAST ALONG COUNTY ROAD P, 22.5 M
 JD2432'(73.8 FT) SOUTHWEST OF A UTILITY POLE, 9.2 M (30.2 FT) SOUTH OF THE
 JD2432'ROAD CENTERLINE, AND 4.3 M (14.1 FT) EAST OF THE CENTER OF A FIELD
 JD2432'ENTRANCE AND GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JD2432'5-INCH LOGO CAP.
 JD2432'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JD2432'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2460 ***********************************************************************
 JD2460  DESIGNATION -  J 332
 JD2460  PID         -  JD2460
 JD2460  STATE/COUNTY-  MO/COLE
 JD2460  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2460
 JD2460                         *CURRENT SURVEY CONTROL
 JD2460  ___________________________________________________________________
 JD2460* NAD 83(1986)-  38 34 50.     (N)    092 13 46.     (W)     SCALED    
 JD2460* NAVD 88     -       220.028  (meters)     721.88   (feet)  ADJUSTED  
 JD2460  ___________________________________________________________________
 JD2460  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JD2460  DYNAMIC HT  -         219.880 (meters)     721.39  (feet)  COMP
 JD2460  MODELED GRAV-     979,948.9   (mgal)                       NAVD 88
 JD2460
 JD2460  VERT ORDER  -  FIRST     CLASS II
 JD2460
 JD2460.The horizontal coordinates were scaled from a topographic map and have
 JD2460.an estimated accuracy of +/- 6 seconds.
 JD2460
 JD2460.The orthometric height was determined by differential leveling
 JD2460.and adjusted by the National Geodetic Survey in June 1991..
 JD2460
 JD2460.The geoid height was determined by GEOID03.
 JD2460
 JD2460.The dynamic height is computed by dividing the NAVD 88
 JD2460.geopotential number by the normal gravity value computed on the
 JD2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2460.degrees latitude (g = 980.6199 gals.).
 JD2460
 JD2460.The modeled gravity was interpolated from observed gravity values.
 JD2460
 JD2460;                    North         East    Units  Estimated Accuracy
 JD2460;SPC MO C     -   304,910.      523,570.      MT  (+/- 180 meters Scaled)
 JD2460
 JD2460                          SUPERSEDED SURVEY CONTROL
 JD2460
 JD2460.No superseded survey control is available for this station.
 JD2460
 JD2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC671705(NAD 83)
 JD2460_MARKER: DB = BENCH MARK DISK
 JD2460_SETTING: 66 = SET IN ROCK OUTCROP
 JD2460_SP_SET: ROCK OUTCROP
 JD2460_STAMPING: J 332 1986
 JD2460_MARK LOGO: NGS   
 JD2460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2460+STABILITY: POSITION/ELEVATION WELL
 JD2460
 JD2460  HISTORY     - Date     Condition        Report By
 JD2460  HISTORY     - 1986     MONUMENTED       NGS
 JD2460
 JD2460                          STATION DESCRIPTION
 JD2460
 JD2460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2460'IN JEFFERSON CITY.
 JD2460'IN JEFFERSON CITY, AT THE INTERSECTION OF U.S. HIGHWAY 50 AND STATE
 JD2460'HIGHWAY 179, SET VERTICALLY IN THE CENTER OF THE NORTHWEST FACE OF A
 JD2460'ROCK LEDGE, 90.0 M (295.3 FT) SOUTH OF THE EAST BOUND HIGHWAY
 JD2460'CENTERLINE OF THE U.S. HIGHWAY, 60.4 M (198.2 FT) NORTH OF THE
 JD2460'CENTERLINE OF U.S. HIGHWAY 50 BUSINESS, AND 25.8 M (84.6 FT) EAST OF
 JD2460'THE NORTH BOUND STATE HIGHWAY CENTERLINE.
 JD2460'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2395 ***********************************************************************
 JD2395  DESIGNATION -  J 333
 JD2395  PID         -  JD2395
 JD2395  STATE/COUNTY-  MO/OSAGE
 JD2395  USGS QUAD   -  WESTPHALIA WEST (1987)
 JD2395
 JD2395                         *CURRENT SURVEY CONTROL
 JD2395  ___________________________________________________________________
 JD2395* NAD 83(1986)-  38 29 29.     (N)    092 00 09.     (W)     SCALED    
 JD2395* NAVD 88     -       183.447  (meters)     601.86   (feet)  ADJUSTED  
 JD2395  ___________________________________________________________________
 JD2395  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD2395  DYNAMIC HT  -         183.323 (meters)     601.45  (feet)  COMP
 JD2395  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 JD2395
 JD2395  VERT ORDER  -  FIRST     CLASS II
 JD2395
 JD2395.The horizontal coordinates were scaled from a topographic map and have
 JD2395.an estimated accuracy of +/- 6 seconds.
 JD2395
 JD2395.The orthometric height was determined by differential leveling
 JD2395.and adjusted by the National Geodetic Survey in June 1991..
 JD2395
 JD2395.The geoid height was determined by GEOID03.
 JD2395
 JD2395.The dynamic height is computed by dividing the NAVD 88
 JD2395.geopotential number by the normal gravity value computed on the
 JD2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2395.degrees latitude (g = 980.6199 gals.).
 JD2395
 JD2395.The modeled gravity was interpolated from observed gravity values.
 JD2395
 JD2395;                    North         East    Units  Estimated Accuracy
 JD2395;SPC MO C     -   295,090.      543,400.      MT  (+/- 180 meters Scaled)
 JD2395
 JD2395                          SUPERSEDED SURVEY CONTROL
 JD2395
 JD2395.No superseded survey control is available for this station.
 JD2395
 JD2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC869608(NAD 83)
 JD2395_MARKER: I = METAL ROD
 JD2395_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2395_SP_SET: STAINLESS STEEL ROD
 JD2395_STAMPING: J 333 1986
 JD2395_MARK LOGO: NGS   
 JD2395_PROJECTION: FLUSH
 JD2395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2395_ROD/PIPE-DEPTH: 3.1  meters
 JD2395
 JD2395  HISTORY     - Date     Condition        Report By
 JD2395  HISTORY     - 1986     MONUMENTED       NGS
 JD2395  HISTORY     - 19890718 GOOD             NGS
 JD2395
 JD2395                          STATION DESCRIPTION
 JD2395
 JD2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2395'19.7 KM (12.25 MI) EAST FROM JEFFERSON CITY.
 JD2395'19.7 KM (12.25 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JD2395'WITH U.S. HIGHWAY IN JEFFERSON CITY, 78.5 M (258.1 FT) SOUTH OF THE
 JD2395'HIGHWAY CENTERLINE, 21.1 M (69.2 FT) EAST OF THE CENTERLINE OF U.S.
 JD2395'HIGHWAY 63, AND 1.1 M (3.6 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS
 JD2395'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2395'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JD2395'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JD2395
 JD2395                          STATION RECOVERY (1989)
 JD2395
 JD2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JD2395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1333 ***********************************************************************
 JC1333  DESIGNATION -  J 334
 JC1333  PID         -  JC1333
 JC1333  STATE/COUNTY-  MO/FRANKLIN
 JC1333  USGS QUAD   -  NEW HAVEN (1973)
 JC1333
 JC1333                         *CURRENT SURVEY CONTROL
 JC1333  ___________________________________________________________________
 JC1333* NAD 83(1986)-  38 35 17.     (N)    091 09 12.     (W)     SCALED    
 JC1333* NAVD 88     -       172.003  (meters)     564.31   (feet)  ADJUSTED  
 JC1333  ___________________________________________________________________
 JC1333  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JC1333  DYNAMIC HT  -         171.893 (meters)     563.95  (feet)  COMP
 JC1333  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 JC1333
 JC1333  VERT ORDER  -  FIRST     CLASS II
 JC1333
 JC1333.The horizontal coordinates were scaled from a topographic map and have
 JC1333.an estimated accuracy of +/- 6 seconds.
 JC1333
 JC1333.The orthometric height was determined by differential leveling
 JC1333.and adjusted by the National Geodetic Survey in June 1991..
 JC1333
 JC1333.The geoid height was determined by GEOID03.
 JC1333
 JC1333.The dynamic height is computed by dividing the NAVD 88
 JC1333.geopotential number by the normal gravity value computed on the
 JC1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1333.degrees latitude (g = 980.6199 gals.).
 JC1333
 JC1333.The modeled gravity was interpolated from observed gravity values.
 JC1333
 JC1333;                    North         East    Units  Estimated Accuracy
 JC1333;SPC MO E     -   305,910.      193,080.      MT  (+/- 180 meters Scaled)
 JC1333
 JC1333                          SUPERSEDED SURVEY CONTROL
 JC1333
 JC1333.No superseded survey control is available for this station.
 JC1333
 JC1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC608726(NAD 83)
 JC1333_MARKER: I = METAL ROD
 JC1333_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1333_SP_SET: STAINLESS STEEL ROD
 JC1333_STAMPING: J 334 1986
 JC1333_MARK LOGO: NGS   
 JC1333_PROJECTION: RECESSED 1 CENTIMETERS
 JC1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1333_ROD/PIPE-DEPTH: 6.1  meters
 JC1333
 JC1333  HISTORY     - Date     Condition        Report By
 JC1333  HISTORY     - 1986     MONUMENTED       NGS
 JC1333
 JC1333                          STATION DESCRIPTION
 JC1333
 JC1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1333'14.9 KM (9.25 MI) WEST FROM WASHINGTON.
 JC1333'14.9 KM (9.25 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1333'WITH STATE HIGHWAY 47 IN WASHINGTON, 14.0 M (45.9 FT) EAST OF THE
 JC1333'CENTER OF A DRIVEWAY LEADING NORTH, 11.5 M (37.7 FT) NORTH OF THE
 JC1333'HIGHWAY CENTERLINE, AND 1.5 M (4.9 FT) EAST OF A UTILITY POLE WITH 1
 JC1333'GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JC1333'CAP.
 JC1333'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JC1333'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1359 ***********************************************************************
 JC1359  DESIGNATION -  J 335
 JC1359  PID         -  JC1359
 JC1359  STATE/COUNTY-  MO/GASCONADE
 JC1359  USGS QUAD   -  HERMANN (1985)
 JC1359
 JC1359                         *CURRENT SURVEY CONTROL
 JC1359  ___________________________________________________________________
 JC1359* NAD 83(1986)-  38 40 37.     (N)    091 28 04.     (W)     SCALED    
 JC1359* NAVD 88     -       172.715  (meters)     566.65   (feet)  ADJUSTED  
 JC1359  ___________________________________________________________________
 JC1359  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JC1359  DYNAMIC HT  -         172.601 (meters)     566.28  (feet)  COMP
 JC1359  MODELED GRAV-     979,964.9   (mgal)                       NAVD 88
 JC1359
 JC1359  VERT ORDER  -  FIRST     CLASS II
 JC1359
 JC1359.The horizontal coordinates were scaled from a topographic map and have
 JC1359.an estimated accuracy of +/- 6 seconds.
 JC1359
 JC1359.The orthometric height was determined by differential leveling
 JC1359.and adjusted by the National Geodetic Survey in June 1991..
 JC1359
 JC1359.The geoid height was determined by GEOID03.
 JC1359
 JC1359.The dynamic height is computed by dividing the NAVD 88
 JC1359.geopotential number by the normal gravity value computed on the
 JC1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1359.degrees latitude (g = 980.6199 gals.).
 JC1359
 JC1359.The modeled gravity was interpolated from observed gravity values.
 JC1359
 JC1359;                    North         East    Units  Estimated Accuracy
 JC1359;SPC MO E     -   316,010.      165,790.      MT  (+/- 180 meters Scaled)
 JC1359
 JC1359                          SUPERSEDED SURVEY CONTROL
 JC1359
 JC1359.No superseded survey control is available for this station.
 JC1359
 JC1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC332820(NAD 83)
 JC1359_MARKER: I = METAL ROD
 JC1359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1359_SP_SET: STAINLESS STEEL ROD
 JC1359_STAMPING: J 335 1986
 JC1359_MARK LOGO: NGS   
 JC1359_PROJECTION: FLUSH
 JC1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1359_ROD/PIPE-DEPTH: 4.9  meters
 JC1359
 JC1359  HISTORY     - Date     Condition        Report By
 JC1359  HISTORY     - 1986     MONUMENTED       NGS
 JC1359
 JC1359                          STATION DESCRIPTION
 JC1359
 JC1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1359'5.0 KM (3.1 MI) WEST FROM HERMANN.
 JC1359'5.0 KM (3.1 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1359'IN HERMANN, 10.6 M (34.8 FT) NORTHEAST OF THE CENTER OF A FIELD
 JC1359'ENTRANCE AND A GATE, 9.1 M (29.9 FT) SOUTHEAST OF THE HIGHWAY
 JC1359'CENTERLINE, 4.0 M (13.1 FT) NORTHEAST OF THE EXTENDED CENTER OF A
 JC1359'DRIVEWAY LEADING NORTH TO THE E.C ANDERSON RESIDENCE, AND 1.7 M (5.6
 JC1359'FT) SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JC1359'THROUGH A 5-INCH LOGO CAP.
 JC1359'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 JC1359'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1088 ***********************************************************************
 HC1088  DESIGNATION -  J 336
 HC1088  PID         -  HC1088
 HC1088  STATE/COUNTY-  MO/TEXAS
 HC1088  USGS QUAD   -  LICKING (1981)
 HC1088
 HC1088                         *CURRENT SURVEY CONTROL
 HC1088  ___________________________________________________________________
 HC1088* NAD 83(1986)-  37 29 51.     (N)    091 51 26.     (W)     SCALED    
 HC1088* NAVD 88     -       388.904  (meters)    1275.93   (feet)  ADJUSTED  
 HC1088  ___________________________________________________________________
 HC1088  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HC1088  DYNAMIC HT  -         388.595 (meters)    1274.92  (feet)  COMP
 HC1088  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 HC1088
 HC1088  VERT ORDER  -  FIRST     CLASS II
 HC1088
 HC1088.The horizontal coordinates were scaled from a topographic map and have
 HC1088.an estimated accuracy of +/- 6 seconds.
 HC1088
 HC1088.The orthometric height was determined by differential leveling
 HC1088.and adjusted by the National Geodetic Survey in June 1991..
 HC1088
 HC1088.The geoid height was determined by GEOID03.
 HC1088
 HC1088.The dynamic height is computed by dividing the NAVD 88
 HC1088.geopotential number by the normal gravity value computed on the
 HC1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1088.degrees latitude (g = 980.6199 gals.).
 HC1088
 HC1088.The modeled gravity was interpolated from observed gravity values.
 HC1088
 HC1088;                    North         East    Units  Estimated Accuracy
 HC1088;SPC MO C     -   184,860.      556,840.      MT  (+/- 180 meters Scaled)
 HC1088
 HC1088                          SUPERSEDED SURVEY CONTROL
 HC1088
 HC1088  NGVD 29 (10/05/93)  388.793  (m)         1275.57   (f) ADJUSTED    1 2
 HC1088
 HC1088.Superseded values are not recommended for survey control.
 HC1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1088.See file dsdata.txt to determine how the superseded data were derived.
 HC1088
 HC1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB010506(NAD 83)
 HC1088_MARKER: I = METAL ROD
 HC1088_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HC1088_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HC1088_STAMPING: J 336 1986
 HC1088_MARK LOGO: NGS   
 HC1088_PROJECTION: RECESSED 3 CENTIMETERS
 HC1088_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC1088+STABILITY: POSITION/ELEVATION WELL
 HC1088_ROD/PIPE-DEPTH: 5.3  meters
 HC1088_SLEEVE-DEPTH  : 3.2 meters
 HC1088
 HC1088  HISTORY     - Date     Condition        Report By
 HC1088  HISTORY     - 1986     MONUMENTED       NGS
 HC1088  HISTORY     - 19970604 GOOD             MODNR
 HC1088
 HC1088                          STATION DESCRIPTION
 HC1088
 HC1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1088'IN LICKING, AT THE INTERSECTION OF OLD SALEM ROAD AND STATE HIGHWAY
 HC1088'137, NEAR THE CENTER OF A SMALL TRIANGULAR SHAPED LAWN, 17.9 M (58.7
 HC1088'FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE POST OFFICE, 11.3
 HC1088'M (37.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.8 M (28.9 FT)
 HC1088'SOUTH OF THE CENTER OF AN ENTRANCE INTO A PARKING LOT, 5.0 M (16.4
 HC1088'FT) NORTH OF THE EXTENDED CENTER OF THE ROAD, 1.0 M (3.3 FT)
 HC1088'SOUTHEAST OF THE NORTHWEST CURB OF THE PARKING LOT, AND LEVEL WITH
 HC1088'THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HC1088'LOGO CAP.
 HC1088
 HC1088                          STATION RECOVERY (1997)
 HC1088
 HC1088'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 HC1088'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1470 ***********************************************************************
 LF1470  DESIGNATION -  J 337
 LF1470  PID         -  LF1470
 LF1470  STATE/COUNTY-  MO/HOLT
 LF1470  USGS QUAD   -  KIMSEY CREEK (1981)
 LF1470
 LF1470                         *CURRENT SURVEY CONTROL
 LF1470  ___________________________________________________________________
 LF1470* NAD 83(1986)-  40 02 27.     (N)    095 14 43.     (W)     SCALED    
 LF1470* NAVD 88     -       273.296  (meters)     896.64   (feet)  ADJUSTED  
 LF1470  ___________________________________________________________________
 LF1470  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LF1470  DYNAMIC HT  -         273.143 (meters)     896.14  (feet)  COMP
 LF1470  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 LF1470
 LF1470  VERT ORDER  -  FIRST     CLASS II
 LF1470
 LF1470.The horizontal coordinates were scaled from a topographic map and have
 LF1470.an estimated accuracy of +/- 6 seconds.
 LF1470
 LF1470.The orthometric height was determined by differential leveling
 LF1470.and adjusted by the National Geodetic Survey in June 1991..
 LF1470
 LF1470.The geoid height was determined by GEOID03.
 LF1470
 LF1470.The dynamic height is computed by dividing the NAVD 88
 LF1470.geopotential number by the normal gravity value computed on the
 LF1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1470.degrees latitude (g = 980.6199 gals.).
 LF1470
 LF1470.The modeled gravity was interpolated from observed gravity values.
 LF1470
 LF1470;                    North         East    Units  Estimated Accuracy
 LF1470;SPC MO W     -   430,270.      786,400.      MT  (+/- 180 meters Scaled)
 LF1470
 LF1470                          SUPERSEDED SURVEY CONTROL
 LF1470
 LF1470.No superseded survey control is available for this station.
 LF1470
 LF1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE084347(NAD 83)
 LF1470_MARKER: I = METAL ROD
 LF1470_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1470_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1470_STAMPING: J 337 1989
 LF1470_MARK LOGO: NGS   
 LF1470_PROJECTION: FLUSH
 LF1470_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LF1470+STABILITY: POSITION/ELEVATION WELL
 LF1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1470+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 LF1470_ROD/PIPE-DEPTH: 14.2 meters
 LF1470_SLEEVE-DEPTH  : 4.6 meters
 LF1470
 LF1470  HISTORY     - Date     Condition        Report By
 LF1470  HISTORY     - 1989     MONUMENTED       NGS
 LF1470  HISTORY     - 20051125 GOOD             GEOCAC
 LF1470
 LF1470                          STATION DESCRIPTION
 LF1470
 LF1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1470'8.0 KM (4.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 111 FROM THE POST
 LF1470'OFFICE IN FOREST CITY, 0.15 KM (0.10 MI) SOUTHEAST OF THE
 LF1470'INTERSECTION OF U.S. HIGHWAY 159, 20.6 M (67.6 FT) SOUTHWEST OF THE
 LF1470'CENTERLINE OF THE HIGHWAY, 15.1 M (49.5 FT) SOUTHEAST OF THE CENTER
 LF1470'OF A FIELD ENTRANCE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LF1470'AND 0.9 M (3.0 FT) NORTHEAST OF A WITNESS POST AND FENCE.
 LF1470'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1470
 LF1470                          STATION RECOVERY (2005)
 LF1470
 LF1470'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LF1470'THE FENCE AND FIELD ENTRANCE HAVE BEEN REMOVED.
 LF1470' 
 LF1470' 
 LF1470' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1746 ***********************************************************************
 JC1746  DESIGNATION -  J 337
 JC1746  PID         -  JC1746
 JC1746  STATE/COUNTY-  MO/MARIES
 JC1746  USGS QUAD   -  PAYDOWN (1981)
 JC1746
 JC1746                         *CURRENT SURVEY CONTROL
 JC1746  ___________________________________________________________________
 JC1746* NAD 83(1986)-  38 08 22.     (N)    091 52 26.     (W)     SCALED    
 JC1746* NAVD 88     -       192.471  (meters)     631.47   (feet)  ADJUSTED  
 JC1746  ___________________________________________________________________
 JC1746  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 JC1746  DYNAMIC HT  -         192.336 (meters)     631.02  (feet)  COMP
 JC1746  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 JC1746
 JC1746  VERT ORDER  -  FIRST     CLASS II
 JC1746
 JC1746.The horizontal coordinates were scaled from a topographic map and have
 JC1746.an estimated accuracy of +/- 6 seconds.
 JC1746
 JC1746.The orthometric height was determined by differential leveling
 JC1746.and adjusted by the National Geodetic Survey in June 1991..
 JC1746
 JC1746.The geoid height was determined by GEOID03.
 JC1746
 JC1746.The dynamic height is computed by dividing the NAVD 88
 JC1746.geopotential number by the normal gravity value computed on the
 JC1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1746.degrees latitude (g = 980.6199 gals.).
 JC1746
 JC1746.The modeled gravity was interpolated from observed gravity values.
 JC1746
 JC1746;                    North         East    Units  Estimated Accuracy
 JC1746;SPC MO C     -   256,090.      554,890.      MT  (+/- 180 meters Scaled)
 JC1746
 JC1746                          SUPERSEDED SURVEY CONTROL
 JC1746
 JC1746  NGVD 29 (10/05/93)  192.444  (m)          631.38   (f) ADJUSTED    1 2
 JC1746
 JC1746.Superseded values are not recommended for survey control.
 JC1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1746.See file dsdata.txt to determine how the superseded data were derived.
 JC1746
 JC1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC986218(NAD 83)
 JC1746_MARKER: I = METAL ROD
 JC1746_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1746_SP_SET: STAINLESS STEEL ROD
 JC1746_STAMPING: J 337 1986
 JC1746_MARK LOGO: NGS   
 JC1746_PROJECTION: FLUSH
 JC1746_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1746+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JC1746_ROD/PIPE-DEPTH: 6.7  meters
 JC1746
 JC1746  HISTORY     - Date     Condition        Report By
 JC1746  HISTORY     - 1986     MONUMENTED       NGS
 JC1746  HISTORY     - 20050317 GOOD             MODNR
 JC1746
 JC1746                          STATION DESCRIPTION
 JC1746
 JC1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1746'10.1 KM (6.26 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC1746'WITH STATE HIGHWAY 42 IN VIENNA, 0.6 KM (0.35 MI) NORTHWEST OF A
 JC1746'HIGHLINE CROSSING THE HIGHWAY, 37.0 M (121.4 FT) SOUTHWEST OF THE
 JC1746'CENTERLINE OF THE HIGHWAY, 3.7 M (12.1 FT) NORTHWEST OF THE CENTER OF
 JC1746'A FIELD ENTRANCE AND GATE, 3.7 M (12.1 FT) BELOW THE LEVEL OF THE
 JC1746'HIGHWAY, 0.9 M (3.0 FT) NORTHWEST OF THE NORTHWEST GATE POST, AND 0.3
 JC1746'M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 JC1746'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JC1746
 JC1746                          STATION RECOVERY (2005)
 JC1746
 JC1746'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW)
 JC1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2450 ***********************************************************************
 JD2450  DESIGNATION -  J 338
 JD2450  PID         -  JD2450
 JD2450  STATE/COUNTY-  MO/COLE
 JD2450  USGS QUAD   -  HARTSBURG (1981)
 JD2450
 JD2450                         *CURRENT SURVEY CONTROL
 JD2450  ___________________________________________________________________
 JD2450* NAD 83(1986)-  38 39 30.     (N)    092 19 43.     (W)     SCALED    
 JD2450* NAVD 88     -       172.350  (meters)     565.45   (feet)  ADJUSTED  
 JD2450  ___________________________________________________________________
 JD2450  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JD2450  DYNAMIC HT  -         172.236 (meters)     565.08  (feet)  COMP
 JD2450  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 JD2450
 JD2450  VERT ORDER  -  FIRST     CLASS II
 JD2450
 JD2450.The horizontal coordinates were scaled from a topographic map and have
 JD2450.an estimated accuracy of +/- 6 seconds.
 JD2450
 JD2450.The orthometric height was determined by differential leveling
 JD2450.and adjusted by the National Geodetic Survey in June 1991..
 JD2450
 JD2450.The geoid height was determined by GEOID03.
 JD2450
 JD2450.The dynamic height is computed by dividing the NAVD 88
 JD2450.geopotential number by the normal gravity value computed on the
 JD2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2450.degrees latitude (g = 980.6199 gals.).
 JD2450
 JD2450.The modeled gravity was interpolated from observed gravity values.
 JD2450
 JD2450;                    North         East    Units  Estimated Accuracy
 JD2450;SPC MO C     -   313,520.      514,920.      MT  (+/- 180 meters Scaled)
 JD2450
 JD2450                          SUPERSEDED SURVEY CONTROL
 JD2450
 JD2450.No superseded survey control is available for this station.
 JD2450
 JD2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC584790(NAD 83)
 JD2450_MARKER: I = METAL ROD
 JD2450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2450_SP_SET: STAINLESS STEEL ROD
 JD2450_STAMPING: J 338 1986
 JD2450_MARK LOGO: NGS   
 JD2450_PROJECTION: FLUSH
 JD2450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2450_ROD/PIPE-DEPTH: 9.4  meters
 JD2450
 JD2450  HISTORY     - Date     Condition        Report By
 JD2450  HISTORY     - 1986     MONUMENTED       NGS
 JD2450
 JD2450                          STATION DESCRIPTION
 JD2450
 JD2450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2450'14.6 KM (9.1 MI) NW FROM JEFFERSON CITY.
 JD2450'14.6 KM (9.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 179 FROM ITS
 JD2450'JUNCTION WITH U.S. HIGHWAY 50 IN JEFFERSON CITY, 52.1 M (170.9 FT)
 JD2450'SOUTHEAST OF THE EXTENDED CENTER OF CROCKER LANE LEADING SOUTH, 17.3 M
 JD2450'(56.8 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 8.3 M (27.2 FT)
 JD2450'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 1.0 M (3.3 FT) NORTHEAST OF A
 JD2450'HIGHWAY RIGHT-OF-WAY POST, AND 0.5 M (1.6 FT) SOUTHWEST OF A HIGHWAY
 JD2450'RIGHT-OF-WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JD2450'5-INCH LOGO CAP.
 JD2450'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1314 ***********************************************************************
 JC1314  DESIGNATION -  J 339
 JC1314  PID         -  JC1314
 JC1314  STATE/COUNTY-  MO/FRANKLIN
 JC1314  USGS QUAD   -  MOSELLE (1980)
 JC1314
 JC1314                         *CURRENT SURVEY CONTROL
 JC1314  ___________________________________________________________________
 JC1314* NAD 83(1986)-  38 29 40.     (N)    090 53 44.     (W)     SCALED    
 JC1314* NAVD 88     -       199.920  (meters)     655.90   (feet)  ADJUSTED  
 JC1314  ___________________________________________________________________
 JC1314  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JC1314  DYNAMIC HT  -         199.790 (meters)     655.48  (feet)  COMP
 JC1314  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 JC1314
 JC1314  VERT ORDER  -  FIRST     CLASS II
 JC1314
 JC1314.The horizontal coordinates were scaled from a topographic map and have
 JC1314.an estimated accuracy of +/- 6 seconds.
 JC1314
 JC1314.The orthometric height was determined by differential leveling
 JC1314.and adjusted by the National Geodetic Survey in June 1991..
 JC1314
 JC1314.The geoid height was determined by GEOID03.
 JC1314
 JC1314.The dynamic height is computed by dividing the NAVD 88
 JC1314.geopotential number by the normal gravity value computed on the
 JC1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1314.degrees latitude (g = 980.6199 gals.).
 JC1314
 JC1314.The modeled gravity was interpolated from observed gravity values.
 JC1314
 JC1314;                    North         East    Units  Estimated Accuracy
 JC1314;SPC MO E     -   295,390.      215,490.      MT  (+/- 180 meters Scaled)
 JC1314
 JC1314                          SUPERSEDED SURVEY CONTROL
 JC1314
 JC1314.No superseded survey control is available for this station.
 JC1314
 JC1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC835627(NAD 83)
 JC1314_MARKER: DB = BENCH MARK DISK
 JC1314_SETTING: 66 = SET IN ROCK OUTCROP
 JC1314_SP_SET: ROCK OUTCROP
 JC1314_STAMPING: J 339 1986
 JC1314_MARK LOGO: NGS   
 JC1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1314
 JC1314  HISTORY     - Date     Condition        Report By
 JC1314  HISTORY     - 1986     MONUMENTED       NGS
 JC1314
 JC1314                          STATION DESCRIPTION
 JC1314
 JC1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1314'7.7 KM (4.8 MI) WEST FROM GRAY SUMMIT.
 JC1314'7.7 KM (4.8 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1314'WITH INTERSTATE HIGHWAY 44 IN GRAY SUMMIT, 0.7 KM (0.45 MI) SOUTHEAST
 JC1314'OF THE INTERSECTION OF COUNTY ROD V, SET VERTICALLY NEAR THE CENTER OF
 JC1314'THE NORTHEAST FACE OF A 350 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 JC1314'CUT, AND 13.1 M (43.0 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 JC1314'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0585 ***********************************************************************
 HC0585  DESIGNATION -  J 34
 HC0585  PID         -  HC0585
 HC0585  STATE/COUNTY-  MO/PHELPS
 HC0585  USGS QUAD   -  EDGAR SPRINGS (1954)
 HC0585
 HC0585                         *CURRENT SURVEY CONTROL
 HC0585  ___________________________________________________________________
 HC0585* NAD 83(1986)-  37 39 41.     (N)    091 52 24.     (W)     SCALED    
 HC0585* NAVD 88     -       374.594  (meters)    1228.98   (feet)  ADJUSTED  
 HC0585  ___________________________________________________________________
 HC0585  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HC0585  DYNAMIC HT  -         374.302 (meters)    1228.02  (feet)  COMP
 HC0585  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 HC0585
 HC0585  VERT ORDER  -  FIRST     CLASS II
 HC0585
 HC0585.The horizontal coordinates were scaled from a topographic map and have
 HC0585.an estimated accuracy of +/- 6 seconds.
 HC0585
 HC0585.The orthometric height was determined by differential leveling
 HC0585.and adjusted by the National Geodetic Survey in June 1991..
 HC0585.WARNING-Repeat measurements at this control monument indicate possible
 HC0585.vertical movement.
 HC0585
 HC0585.The geoid height was determined by GEOID03.
 HC0585
 HC0585.The dynamic height is computed by dividing the NAVD 88
 HC0585.geopotential number by the normal gravity value computed on the
 HC0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0585.degrees latitude (g = 980.6199 gals.).
 HC0585
 HC0585.The modeled gravity was interpolated from observed gravity values.
 HC0585
 HC0585;                    North         East    Units  Estimated Accuracy
 HC0585;SPC MO C     -   203,040.      555,290.      MT  (+/- 180 meters Scaled)
 HC0585
 HC0585                          SUPERSEDED SURVEY CONTROL
 HC0585
 HC0585  NGVD 29 (10/05/93)  374.505  (m)         1228.69   (f) ADJUSTED    1 2
 HC0585
 HC0585.Superseded values are not recommended for survey control.
 HC0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0585.See file dsdata.txt to determine how the superseded data were derived.
 HC0585
 HC0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB993688(NAD 83)
 HC0585_MARKER: DB = BENCH MARK DISK
 HC0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0585_SP_SET: CONCRETE POST
 HC0585_STAMPING: J 34 1934
 HC0585_MARK LOGO: CGS   
 HC0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0585+STABILITY: SURFACE MOTION
 HC0585
 HC0585  HISTORY     - Date     Condition        Report By
 HC0585  HISTORY     - 1934     MONUMENTED       CGS
 HC0585  HISTORY     - 1935     GOOD             NGS
 HC0585  HISTORY     - 1984     GOOD             NGS
 HC0585  HISTORY     - 1984     GOOD             NGS
 HC0585  HISTORY     - 19890718 GOOD             NGS
 HC0585
 HC0585                          STATION DESCRIPTION
 HC0585
 HC0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0585'11.2 MI N FROM LICKING.
 HC0585'IN PHELPS COUNTY, 11.2 MILES NORTH ALONG U.S. HIGHWAY 63 FROM
 HC0585'LICKING, TEXAS COUNTY, AT THE EDGE OF TIMBER, AND 40 FEET WEST
 HC0585'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HC0585'J 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0585
 HC0585                          STATION RECOVERY (1984)
 HC0585
 HC0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HC0585'MARK IS 4.83 KM (3.0 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST
 HC0585'OFFICE IN EDGAR SPRINGS, 23.17 M (76.0 FT) NORTHEAST FROM THE
 HC0585'NORTHEAST CORNER OF A HOUSE, 12.5 M (41.0 FT) WEST FROM THE
 HC0585'CENTERLINE OF THE HIGHWAY, 8.2 M (27 FT) NORTH FROM THE CENTERLINE OF
 HC0585'A DRIVEWAY, 5.98 M (19.8 FT) NORTHEAST FROM A POWER LINE POLE, 2.90 M
 HC0585'(9.6 FT) EAST FROM A FENCE.
 HC0585
 HC0585                          STATION RECOVERY (1984)
 HC0585
 HC0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HC0585'MARK IS 4.83 KM (3.0 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST
 HC0585'OFFICE IN EDGAR SPRINGS, 23.17 M (76.0 FT) NORTHEAST FROM THE
 HC0585'NORTHEAST CORNER OF A HOUSE, 12.5 M (41.0 FT) WEST FROM THE
 HC0585'CENTERLINE OF THE HIGHWAY, 8.2 M (27 FT) NORTH FROM THE CENTERLINE OF
 HC0585'A DRIVEWAY, 5.98 M (19.8 FT) NORTHEAST FROM A POWER LINE POLE, 2.90 M
 HC0585'(9.6 FT) EAST FROM A FENCE.
 HC0585
 HC0585                          STATION RECOVERY (1989)
 HC0585
 HC0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0585'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  18.4 KM
 HC0585'(11.45 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 HC0585'STATE HIGHWAY 137 IN LICKING, 44.5 M (146.0 FT) WEST OF THE
 HC0585'CENTERLINE OF THE HIGHWAY, 12.9 M (42.3 FT) WEST OF THE CENTER OF A
 HC0585'FRONTAGE ROAD, 9.3 M (30.5 FT) NORTH OF THE CENTER OF A DRIVEWAY, 5.6
 HC0585'M (18.4 FT) SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL NUMBER 6-27, 2.9 M
 HC0585'(9.5 FT) EAST OF A FENCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST,
 HC0585'LEVEL WITH THE FRONTAGE ROAD, AND IN A CONCRETE MONUMENT THAT
 HC0585'PROJECTS 0.15 M (0.5 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1598 ***********************************************************************
 KE1598  DESIGNATION -  J 340
 KE1598  PID         -  KE1598
 KE1598  STATE/COUNTY-  MO/BUCHANAN
 KE1598  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE1598
 KE1598                         *CURRENT SURVEY CONTROL
 KE1598  ___________________________________________________________________
 KE1598* NAD 83(1986)-  39 44 28.     (N)    094 50 47.     (W)     SCALED    
 KE1598* NAVD 88     -       257.710  (meters)     845.50   (feet)  ADJUSTED  
 KE1598  ___________________________________________________________________
 KE1598  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KE1598  DYNAMIC HT  -         257.559 (meters)     845.01  (feet)  COMP
 KE1598  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 KE1598
 KE1598  VERT ORDER  -  FIRST     CLASS II
 KE1598
 KE1598.The horizontal coordinates were scaled from a topographic map and have
 KE1598.an estimated accuracy of +/- 6 seconds.
 KE1598
 KE1598.The orthometric height was determined by differential leveling
 KE1598.and adjusted by the National Geodetic Survey in June 1991..
 KE1598
 KE1598.The geoid height was determined by GEOID03.
 KE1598
 KE1598.The dynamic height is computed by dividing the NAVD 88
 KE1598.geopotential number by the normal gravity value computed on the
 KE1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1598.degrees latitude (g = 980.6199 gals.).
 KE1598
 KE1598.The modeled gravity was interpolated from observed gravity values.
 KE1598
 KE1598;                    North         East    Units  Estimated Accuracy
 KE1598;SPC MO W     -   396,780.      820,310.      MT  (+/- 180 meters Scaled)
 KE1598
 KE1598                          SUPERSEDED SURVEY CONTROL
 KE1598
 KE1598.No superseded survey control is available for this station.
 KE1598
 KE1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE417006(NAD 83)
 KE1598_MARKER: I = METAL ROD
 KE1598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1598_SP_SET: STAINLESS STEEL ROD
 KE1598_STAMPING: J 340 1989
 KE1598_MARK LOGO: NGS   
 KE1598_PROJECTION: FLUSH
 KE1598_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1598+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1598_ROD/PIPE-DEPTH: 17.9 meters
 KE1598
 KE1598  HISTORY     - Date     Condition        Report By
 KE1598  HISTORY     - 1989     MONUMENTED       NGS
 KE1598
 KE1598                          STATION DESCRIPTION
 KE1598
 KE1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1598'IN ST JOSEPH, AT THE INTERSECTION OF GARFIELD AVENUE AND 11TH STREET,
 KE1598'41.0 M (134.5 FT) EAST OF THE CENTERLINE OF THE STREET, 13.7 M (44.9
 KE1598'FT) SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 6.3 M (20.7 FT)
 KE1598'NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.5 M
 KE1598'(4.9 FT) NORTHWEST OF A UTILITY POLE, AND LEVEL WITH THE AVENUE.
 KE1598'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1760 ***********************************************************************
 JC1760  DESIGNATION -  J 340
 JC1760  PID         -  JC1760
 JC1760  STATE/COUNTY-  MO/OSAGE
 JC1760  USGS QUAD   -  WESTPHALIA EAST (1981)
 JC1760
 JC1760                         *CURRENT SURVEY CONTROL
 JC1760  ___________________________________________________________________
 JC1760* NAD 83(1986)-  38 23 37.     (N)    091 56 35.     (W)     SCALED    
 JC1760* NAVD 88     -       261.013  (meters)     856.34   (feet)  ADJUSTED  
 JC1760  ___________________________________________________________________
 JC1760  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JC1760  DYNAMIC HT  -         260.832 (meters)     855.75  (feet)  COMP
 JC1760  MODELED GRAV-     979,929.7   (mgal)                       NAVD 88
 JC1760
 JC1760  VERT ORDER  -  FIRST     CLASS II
 JC1760
 JC1760.The horizontal coordinates were scaled from a topographic map and have
 JC1760.an estimated accuracy of +/- 6 seconds.
 JC1760
 JC1760.The orthometric height was determined by differential leveling
 JC1760.and adjusted by the National Geodetic Survey in June 1991..
 JC1760
 JC1760.The geoid height was determined by GEOID03.
 JC1760
 JC1760.The dynamic height is computed by dividing the NAVD 88
 JC1760.geopotential number by the normal gravity value computed on the
 JC1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1760.degrees latitude (g = 980.6199 gals.).
 JC1760
 JC1760.The modeled gravity was interpolated from observed gravity values.
 JC1760
 JC1760;                    North         East    Units  Estimated Accuracy
 JC1760;SPC MO C     -   284,270.      548,650.      MT  (+/- 180 meters Scaled)
 JC1760
 JC1760                          SUPERSEDED SURVEY CONTROL
 JC1760
 JC1760  NGVD 29 (10/05/93)  260.988  (m)          856.26   (f) ADJUSTED    1 2
 JC1760
 JC1760.Superseded values are not recommended for survey control.
 JC1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1760.See file dsdata.txt to determine how the superseded data were derived.
 JC1760
 JC1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC923500(NAD 83)
 JC1760_MARKER: I = METAL ROD
 JC1760_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1760+WITH SETTING: INFORMATION.
 JC1760_SP_SET: METAL ROD DRIVEN INTO GROUND
 JC1760_STAMPING: J 340 1986
 JC1760_MARK LOGO: NGS   
 JC1760_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1760
 JC1760  HISTORY     - Date     Condition        Report By
 JC1760  HISTORY     - 1986     MONUMENTED       NGS
 JC1760  HISTORY     - 20031003 GOOD             INDIV
 JC1760
 JC1760                          STATION DESCRIPTION
 JC1760
 JC1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1760'7.9 KM (4.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC1760'WITH COUNTY ROAD 511 IN WESTPHALIA, A METAL ROD DRIVEN 1.1 M AND
 JC1760'PROJECTING .03 CM ABOVE GROUND, 15.2 M (45.9 FT) SOUTH OF THE
 JC1760'CENTERLINE OF THE HIGHWAY, 0.9 M (3.0 FT) WEST OF A UTILITY POLE WITH
 JC1760'A TRANSFORMER, 7.5 M (24.6 FT) SOUTH-SOUTHWEST OF THE EAST END OF AN
 JC1760'18-INCH DRAIN PIPE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 JC1760'AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO DATUM
 JC1760'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JC1760
 JC1760                          STATION RECOVERY (2003)
 JC1760
 JC1760'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (NMC)
 JC1760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1617 ***********************************************************************
 KE1617  DESIGNATION -  J 341
 KE1617  PID         -  KE1617
 KE1617  STATE/COUNTY-  MO/PLATTE
 KE1617  USGS QUAD   -  WESTON (1984)
 KE1617
 KE1617                         *CURRENT SURVEY CONTROL
 KE1617  ___________________________________________________________________
 KE1617* NAD 83(1986)-  39 26 20.     (N)    094 56 31.     (W)     SCALED    
 KE1617* NAVD 88     -       242.123  (meters)     794.37   (feet)  ADJUSTED  
 KE1617  ___________________________________________________________________
 KE1617  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KE1617  DYNAMIC HT  -         241.973 (meters)     793.87  (feet)  COMP
 KE1617  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 KE1617
 KE1617  VERT ORDER  -  FIRST     CLASS II
 KE1617
 KE1617.The horizontal coordinates were scaled from a topographic map and have
 KE1617.an estimated accuracy of +/- 6 seconds.
 KE1617
 KE1617.The orthometric height was determined by differential leveling
 KE1617.and adjusted by the National Geodetic Survey in June 1991..
 KE1617
 KE1617.The geoid height was determined by GEOID03.
 KE1617
 KE1617.The dynamic height is computed by dividing the NAVD 88
 KE1617.geopotential number by the normal gravity value computed on the
 KE1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1617.degrees latitude (g = 980.6199 gals.).
 KE1617
 KE1617.The modeled gravity was interpolated from observed gravity values.
 KE1617
 KE1617;                    North         East    Units  Estimated Accuracy
 KE1617;SPC MO W     -   363,270.      811,960.      MT  (+/- 180 meters Scaled)
 KE1617
 KE1617                          SUPERSEDED SURVEY CONTROL
 KE1617
 KE1617.No superseded survey control is available for this station.
 KE1617
 KE1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD328672(NAD 83)
 KE1617_MARKER: DV = VERTICAL CONTROL DISK
 KE1617_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1617_SP_SET: PIER
 KE1617_STAMPING: J 341 1989
 KE1617_MARK LOGO: NGS   
 KE1617_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1617+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KE1617
 KE1617  HISTORY     - Date     Condition        Report By
 KE1617  HISTORY     - 1989     MONUMENTED       NGS
 KE1617  HISTORY     - 20060409 GOOD             GEOCAC
 KE1617
 KE1617                          STATION DESCRIPTION
 KE1617
 KE1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1617'4.1 KM (2.55 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM ITS JUNCTION
 KE1617'WITH STATE HIGHWAY H IN WESTON, SET VERTICALLY IN THE EAST FACE OF
 KE1617'THE MOST SOUTHERLY 1 OF 2 COLUMNS OF THE FIRST PIER EAST OF THE WEST
 KE1617'ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE BURLINGTON NORTHERN
 KE1617'RAILROAD, 2.9 M (9.5 FT) SOUTH OF THE CENTER OF THE BRIDGE, 2.3 M
 KE1617'(7.5 FT) ABOVE THE LEVEL OF THE TRACKS, AND 1.5 M (4.9 FT) ABOVE THE
 KE1617'GROUND SURFACE.
 KE1617
 KE1617                          STATION RECOVERY (2006)
 KE1617
 KE1617'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1454 ***********************************************************************
 LF1454  DESIGNATION -  J 342
 LF1454  PID         -  LF1454
 LF1454  STATE/COUNTY-  MO/ATCHISON
 LF1454  USGS QUAD   -  LANGDON (1984)
 LF1454
 LF1454                         *CURRENT SURVEY CONTROL
 LF1454  ___________________________________________________________________
 LF1454* NAD 83(1986)-  40 22 01.     (N)    095 35 11.     (W)     SCALED    
 LF1454* NAVD 88     -       269.682  (meters)     884.78   (feet)  ADJUSTED  
 LF1454  ___________________________________________________________________
 LF1454  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LF1454  DYNAMIC HT  -         269.539 (meters)     884.31  (feet)  COMP
 LF1454  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 LF1454
 LF1454  VERT ORDER  -  FIRST     CLASS II
 LF1454
 LF1454.The horizontal coordinates were scaled from a topographic map and have
 LF1454.an estimated accuracy of +/- 6 seconds.
 LF1454
 LF1454.The orthometric height was determined by differential leveling
 LF1454.and adjusted by the National Geodetic Survey in June 1991..
 LF1454
 LF1454.The geoid height was determined by GEOID03.
 LF1454
 LF1454.The dynamic height is computed by dividing the NAVD 88
 LF1454.geopotential number by the normal gravity value computed on the
 LF1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1454.degrees latitude (g = 980.6199 gals.).
 LF1454
 LF1454.The modeled gravity was interpolated from observed gravity values.
 LF1454
 LF1454;                    North         East    Units  Estimated Accuracy
 LF1454;SPC MO W     -   466,780.      757,730.      MT  (+/- 180 meters Scaled)
 LF1454
 LF1454                          SUPERSEDED SURVEY CONTROL
 LF1454
 LF1454.No superseded survey control is available for this station.
 LF1454
 LF1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE804716(NAD 83)
 LF1454_MARKER: I = METAL ROD
 LF1454_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1454_SP_SET: STAINLESS STEEL ROD
 LF1454_STAMPING: J 342 1989
 LF1454_MARK LOGO: NGS   
 LF1454_PROJECTION: FLUSH
 LF1454_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1454+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1454_ROD/PIPE-DEPTH: 11.3 meters
 LF1454
 LF1454  HISTORY     - Date     Condition        Report By
 LF1454  HISTORY     - 1989     MONUMENTED       NGS
 LF1454
 LF1454                          STATION DESCRIPTION
 LF1454
 LF1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1454'4.1 KM (2.55 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 LF1454'FROM ITS JUNCTION WITH U.S. HIGHWAY 136 IN PHELPS CITY, 19.0 M (62.3
 LF1454'FT) SOUTHEAST OF THE CENTER OF A RAILROAD CROSSING, 14.6 M (47.9 FT)
 LF1454'EAST OF THE NEAR RAIL, 8.7 M (28.5 FT) SOUTH OF THE CENTER OF A
 LF1454'GRAVELED DRIVEWAY LEADING EAST, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 LF1454'ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 LF1454'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1476 ***********************************************************************
 HD1476  DESIGNATION -  J 343
 HD1476  PID         -  HD1476
 HD1476  STATE/COUNTY-  MO/GREENE
 HD1476  USGS QUAD   -  SPRINGFIELD (1975)
 HD1476
 HD1476                         *CURRENT SURVEY CONTROL
 HD1476  ___________________________________________________________________
 HD1476* NAD 83(1986)-  37 11 44.     (N)    093 15 30.     (W)     SCALED    
 HD1476* NAVD 88     -       408.470  (meters)    1340.12   (feet)  ADJUSTED  
 HD1476  ___________________________________________________________________
 HD1476  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HD1476  DYNAMIC HT  -         408.142 (meters)    1339.05  (feet)  COMP
 HD1476  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 HD1476
 HD1476  VERT ORDER  -  FIRST     CLASS II
 HD1476
 HD1476.The horizontal coordinates were scaled from a topographic map and have
 HD1476.an estimated accuracy of +/- 6 seconds.
 HD1476
 HD1476.The orthometric height was determined by differential leveling
 HD1476.and adjusted by the National Geodetic Survey in June 1991..
 HD1476
 HD1476.The geoid height was determined by GEOID03.
 HD1476
 HD1476.The dynamic height is computed by dividing the NAVD 88
 HD1476.geopotential number by the normal gravity value computed on the
 HD1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1476.degrees latitude (g = 980.6199 gals.).
 HD1476
 HD1476.The modeled gravity was interpolated from observed gravity values.
 HD1476
 HD1476;                    North         East    Units  Estimated Accuracy
 HD1476;SPC MO C     -   151,420.      432,680.      MT  (+/- 180 meters Scaled)
 HD1476
 HD1476                          SUPERSEDED SURVEY CONTROL
 HD1476
 HD1476  NGVD 29 (10/05/93)  408.325  (m)         1339.65   (f) ADJUSTED    1 2
 HD1476
 HD1476.Superseded values are not recommended for survey control.
 HD1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1476.See file dsdata.txt to determine how the superseded data were derived.
 HD1476
 HD1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB770165(NAD 83)
 HD1476_MARKER: I = METAL ROD
 HD1476_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1476+WITH SETTING: INFORMATION.
 HD1476_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1476_STAMPING: J 343 1989
 HD1476_MARK LOGO: NGS   
 HD1476_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1476+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1476
 HD1476  HISTORY     - Date     Condition        Report By
 HD1476  HISTORY     - 1989     MONUMENTED       NGS
 HD1476  HISTORY     - 1991     GOOD             USPSQD
 HD1476
 HD1476                          STATION DESCRIPTION
 HD1476
 HD1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1476'IN SPRINGFIELD, AT THE INTERSECTION OF GRAND STREET AND THE
 HD1476'BURLINGTON NORTHERN RAILROAD, A METAL ROD DRIVEN TO REFUSAL AT 2.2 M
 HD1476'AND FLUSH WITH GROUND, 97.7 M (320.5 FT) SOUTHEAST OF THE CENTER OF
 HD1476'THE STREET, 9.3 M (30.5 FT) SOUTHWEST OF THE NEAR RAIL, 7.2 M (23.6
 HD1476'FT) NORTHEAST OF THE CENTER OF A DIRT ROAD, 1.7 M (5.6 FT) NORTHWEST
 HD1476'OF A UTILITY POLE, AND 1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK.
 HD1476'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HD1476
 HD1476                          STATION RECOVERY (1991)
 HD1476
 HD1476'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDM)
 HD1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1498 ***********************************************************************
 HD1498  DESIGNATION -  J 344
 HD1498  PID         -  HD1498
 HD1498  STATE/COUNTY-  MO/CHRISTIAN
 HD1498  USGS QUAD   -  BILLINGS (1975)
 HD1498
 HD1498                         *CURRENT SURVEY CONTROL
 HD1498  ___________________________________________________________________
 HD1498* NAD 83(1986)-  37 05 06.     (N)    093 31 30.     (W)     SCALED    
 HD1498* NAVD 88     -       412.041  (meters)    1351.84   (feet)  ADJUSTED  
 HD1498  ___________________________________________________________________
 HD1498  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HD1498  DYNAMIC HT  -         411.701 (meters)    1350.72  (feet)  COMP
 HD1498  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 HD1498
 HD1498  VERT ORDER  -  FIRST     CLASS II
 HD1498
 HD1498.The horizontal coordinates were scaled from a topographic map and have
 HD1498.an estimated accuracy of +/- 6 seconds.
 HD1498
 HD1498.The orthometric height was determined by differential leveling
 HD1498.and adjusted by the National Geodetic Survey in June 1991..
 HD1498
 HD1498.The geoid height was determined by GEOID03.
 HD1498
 HD1498.The dynamic height is computed by dividing the NAVD 88
 HD1498.geopotential number by the normal gravity value computed on the
 HD1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1498.degrees latitude (g = 980.6199 gals.).
 HD1498
 HD1498.The modeled gravity was interpolated from observed gravity values.
 HD1498
 HD1498;                    North         East    Units  Estimated Accuracy
 HD1498;SPC MO C     -   139,380.      408,870.      MT  (+/- 180 meters Scaled)
 HD1498
 HD1498                          SUPERSEDED SURVEY CONTROL
 HD1498
 HD1498  NGVD 29 (10/05/93)  411.879  (m)         1351.31   (f) ADJUSTED    1 2
 HD1498
 HD1498.Superseded values are not recommended for survey control.
 HD1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1498.See file dsdata.txt to determine how the superseded data were derived.
 HD1498
 HD1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB533044(NAD 83)
 HD1498_MARKER: I = METAL ROD
 HD1498_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1498+WITH SETTING: INFORMATION.
 HD1498_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1498_STAMPING: J 344 1989
 HD1498_MARK LOGO: NGS   
 HD1498_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1498+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1498
 HD1498  HISTORY     - Date     Condition        Report By
 HD1498  HISTORY     - 1989     MONUMENTED       NGS
 HD1498
 HD1498                          STATION DESCRIPTION
 HD1498
 HD1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1498'3.3 KM (2.05 MI) NORTHERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1498'WITH STATE HIGHWAY 14 IN BILLINGS, A METAL ROD DRIVEN TO REFUSAL AT
 HD1498'1.1 M AND FLUSH WITH GROUND, 71.9 M (235.9 FT) NORTHEAST OF THE
 HD1498'CENTER OF A DRIVEWAY, 63.7 M (209.0 FT) SOUTHWEST OF THE CENTER OF A
 HD1498'DRIVEWAY LEADING NORTHWEST INTO A MOBILE HOME PARK, 19.0 M (62.3 FT)
 HD1498'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.4 M (4.6 FT) SOUTHWEST
 HD1498'OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND
 HD1498'LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HD1498'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1645 ***********************************************************************
 KE1645  DESIGNATION -  J 345
 KE1645  PID         -  KE1645
 KE1645  STATE/COUNTY-  MO/PLATTE
 KE1645  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1645
 KE1645                         *CURRENT SURVEY CONTROL
 KE1645  ___________________________________________________________________
 KE1645* NAD 83(1986)-  39 09 55.     (N)    094 35 56.     (W)     SCALED    
 KE1645* NAVD 88     -       228.437  (meters)     749.46   (feet)  ADJUSTED  
 KE1645  ___________________________________________________________________
 KE1645  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1645  DYNAMIC HT  -         228.291 (meters)     748.98  (feet)  COMP
 KE1645  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 KE1645
 KE1645  VERT ORDER  -  FIRST     CLASS II
 KE1645
 KE1645.The horizontal coordinates were scaled from a topographic map and have
 KE1645.an estimated accuracy of +/- 6 seconds.
 KE1645
 KE1645.The orthometric height was determined by differential leveling
 KE1645.and adjusted by the National Geodetic Survey in June 1991..
 KE1645
 KE1645.The geoid height was determined by GEOID03.
 KE1645
 KE1645.The dynamic height is computed by dividing the NAVD 88
 KE1645.geopotential number by the normal gravity value computed on the
 KE1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1645.degrees latitude (g = 980.6199 gals.).
 KE1645
 KE1645.The modeled gravity was interpolated from observed gravity values.
 KE1645
 KE1645;                    North         East    Units  Estimated Accuracy
 KE1645;SPC MO W     -   332,800.      841,450.      MT  (+/- 180 meters Scaled)
 KE1645
 KE1645                          SUPERSEDED SURVEY CONTROL
 KE1645
 KE1645.No superseded survey control is available for this station.
 KE1645
 KE1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD618363(NAD 83)
 KE1645_MARKER: DV = VERTICAL CONTROL DISK
 KE1645_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1645_SP_SET: PIER
 KE1645_STAMPING: J 345 1989
 KE1645_MARK LOGO: NGS   
 KE1645_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1645+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2005
 KE1645
 KE1645  HISTORY     - Date     Condition        Report By
 KE1645  HISTORY     - 1989     MONUMENTED       NGS
 KE1645  HISTORY     - 20050703 GOOD             GEOCAC
 KE1645
 KE1645                          STATION DESCRIPTION
 KE1645
 KE1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1645'2.3 KM (1.45 MI) EASTERLY ALONG STATE HIGHWAY 9 FROM ITS JUNCTION
 KE1645'WITH INTERSTATE HIGHWAY 635 IN NORTH KANSAS CITY, SET VERTICALLY IN
 KE1645'THE EAST FACE OF THE MOST NORTHERLY 1 OF 2 COLUMNS OF THE FIRST PIER
 KE1645'EAST OF THE WEST ABUTMENT OF THE EASTBOUND HIGHWAY OVERPASS OF A
 KE1645'PAVED ROAD, 12.0 M (39.4 FT) WEST OF THE CENTERLINE OF THE ROAD, 3.9
 KE1645'M (12.8 FT) SOUTH OF THE CENTER OF THE OVERPASS, AND 1.3 M (4.3 FT)
 KE1645'ABOVE THE LEVEL OF THE ROAD.
 KE1645
 KE1645                          STATION RECOVERY (2005)
 KE1645
 KE1645'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1645'THIS IS LOCATED IN CLAY COUNTY, NOT PLATTE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1430 ***********************************************************************
 HD1430  DESIGNATION -  J 346
 HD1430  PID         -  HD1430
 HD1430  STATE/COUNTY-  MO/WRIGHT
 HD1430  USGS QUAD   -  NORWOOD (1985)
 HD1430
 HD1430                         *CURRENT SURVEY CONTROL
 HD1430  ___________________________________________________________________
 HD1430* NAD 83(1986)-  37 07 21.     (N)    092 22 42.     (W)     SCALED    
 HD1430* NAVD 88     -       453.166  (meters)    1486.76   (feet)  ADJUSTED  
 HD1430  ___________________________________________________________________
 HD1430  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HD1430  DYNAMIC HT  -         452.792 (meters)    1485.54  (feet)  COMP
 HD1430  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 HD1430
 HD1430  VERT ORDER  -  FIRST     CLASS II
 HD1430
 HD1430.The horizontal coordinates were scaled from a topographic map and have
 HD1430.an estimated accuracy of +/- 6 seconds.
 HD1430
 HD1430.The orthometric height was determined by differential leveling
 HD1430.and adjusted by the National Geodetic Survey in June 1991..
 HD1430
 HD1430.The geoid height was determined by GEOID03.
 HD1430
 HD1430.The dynamic height is computed by dividing the NAVD 88
 HD1430.geopotential number by the normal gravity value computed on the
 HD1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1430.degrees latitude (g = 980.6199 gals.).
 HD1430
 HD1430.The modeled gravity was interpolated from observed gravity values.
 HD1430
 HD1430;                    North         East    Units  Estimated Accuracy
 HD1430;SPC MO C     -   143,050.      510,810.      MT  (+/- 180 meters Scaled)
 HD1430
 HD1430                          SUPERSEDED SURVEY CONTROL
 HD1430
 HD1430  NGVD 29 (10/05/93)  453.004  (m)         1486.23   (f) ADJUSTED    1 2
 HD1430
 HD1430.Superseded values are not recommended for survey control.
 HD1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1430.See file dsdata.txt to determine how the superseded data were derived.
 HD1430
 HD1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB552086(NAD 83)
 HD1430_MARKER: I = METAL ROD
 HD1430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1430_SP_SET: STAINLESS STEEL ROD
 HD1430_STAMPING: J 346 1989
 HD1430_MARK LOGO: NGS   
 HD1430_PROJECTION: FLUSH
 HD1430_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1430+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1430_ROD/PIPE-DEPTH: 6.0  meters
 HD1430
 HD1430  HISTORY     - Date     Condition        Report By
 HD1430  HISTORY     - 1989     MONUMENTED       NGS
 HD1430
 HD1430                          STATION DESCRIPTION
 HD1430
 HD1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1430'3.8 KM (2.35 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1430'WITH COUNTY ROAD C IN NORWOOD, 53.9 M (176.8 FT) NORTHWEST OF THE
 HD1430'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 16.5 M (54.1 FT)
 HD1430'NORTHWEST OF THE CENTER OF A PAVED ROAD, 15.5 M (50.9 FT) NORTHEAST
 HD1430'OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE PAVED ROAD,
 HD1430'0.3 M (1.0 FT) SOUTHWEST OF THE EXTENDED CENTER OF A CROSSOVER, 0.3 M
 HD1430'(1.0 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A
 HD1430'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1454 ***********************************************************************
 HD1454  DESIGNATION -  J 347
 HD1454  PID         -  HD1454
 HD1454  STATE/COUNTY-  MO/WEBSTER
 HD1454  USGS QUAD   -  FORDLAND (1982)
 HD1454
 HD1454                         *CURRENT SURVEY CONTROL
 HD1454  ___________________________________________________________________
 HD1454* NAD 83(1986)-  37 09 39.     (N)    092 53 55.     (W)     SCALED    
 HD1454* NAVD 88     -       509.139  (meters)    1670.40   (feet)  ADJUSTED  
 HD1454  ___________________________________________________________________
 HD1454  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HD1454  DYNAMIC HT  -         508.721 (meters)    1669.03  (feet)  COMP
 HD1454  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 HD1454
 HD1454  VERT ORDER  -  FIRST     CLASS II
 HD1454
 HD1454.The horizontal coordinates were scaled from a topographic map and have
 HD1454.an estimated accuracy of +/- 6 seconds.
 HD1454
 HD1454.The orthometric height was determined by differential leveling
 HD1454.and adjusted by the National Geodetic Survey in June 1991..
 HD1454
 HD1454.The geoid height was determined by GEOID03.
 HD1454
 HD1454.The dynamic height is computed by dividing the NAVD 88
 HD1454.geopotential number by the normal gravity value computed on the
 HD1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1454.degrees latitude (g = 980.6199 gals.).
 HD1454
 HD1454.The modeled gravity was interpolated from observed gravity values.
 HD1454
 HD1454;                    North         East    Units  Estimated Accuracy
 HD1454;SPC MO C     -   147,380.      464,600.      MT  (+/- 180 meters Scaled)
 HD1454
 HD1454                          SUPERSEDED SURVEY CONTROL
 HD1454
 HD1454  NGVD 29 (10/05/93)  508.976  (m)         1669.87   (f) ADJUSTED    1 2
 HD1454
 HD1454.Superseded values are not recommended for survey control.
 HD1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1454.See file dsdata.txt to determine how the superseded data were derived.
 HD1454
 HD1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB090127(NAD 83)
 HD1454_MARKER: I = METAL ROD
 HD1454_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1454+WITH SETTING: INFORMATION.
 HD1454_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1454_STAMPING: J 347 1989
 HD1454_MARK LOGO: NGS   
 HD1454_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1454+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1454
 HD1454  HISTORY     - Date     Condition        Report By
 HD1454  HISTORY     - 1989     MONUMENTED       NGS
 HD1454
 HD1454                          STATION DESCRIPTION
 HD1454
 HD1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1454'3.2 KM (2.00 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1454'WITH COUNTY ROAD PP IN FORDLAND, A METAL ROD DRIVEN TO REFUSAL AT 1.7
 HD1454'M AND FLUSH WITH GROUND, 28.4 M (93.2 FT) NORTH OF THE CENTERLINE OF
 HD1454'THE WESTBOUND LANES OF THE HIGHWAY, 3.8 M (12.5 FT) EAST OF A FENCE
 HD1454'CORNER, 2.8 M (9.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7
 HD1454'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM POINT
 HD1454'IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0962 ***********************************************************************
 GF0962  DESIGNATION -  J 348
 GF0962  PID         -  GF0962
 GF0962  STATE/COUNTY-  MO/BARRY
 GF0962  USGS QUAD   -  MONETT (1972)
 GF0962
 GF0962                         *CURRENT SURVEY CONTROL
 GF0962  ___________________________________________________________________
 GF0962* NAD 83(1986)-  36 54 49.     (N)    093 53 35.     (W)     SCALED    
 GF0962* NAVD 88     -       424.449  (meters)    1392.55   (feet)  ADJUSTED  
 GF0962  ___________________________________________________________________
 GF0962  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GF0962  DYNAMIC HT  -         424.091 (meters)    1391.37  (feet)  COMP
 GF0962  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 GF0962
 GF0962  VERT ORDER  -  FIRST     CLASS II
 GF0962
 GF0962.The horizontal coordinates were scaled from a topographic map and have
 GF0962.an estimated accuracy of +/- 6 seconds.
 GF0962
 GF0962.The orthometric height was determined by differential leveling
 GF0962.and adjusted by the National Geodetic Survey in June 1991..
 GF0962
 GF0962.The geoid height was determined by GEOID03.
 GF0962
 GF0962.The dynamic height is computed by dividing the NAVD 88
 GF0962.geopotential number by the normal gravity value computed on the
 GF0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0962.degrees latitude (g = 980.6199 gals.).
 GF0962
 GF0962.The modeled gravity was interpolated from observed gravity values.
 GF0962
 GF0962;                    North         East    Units  Estimated Accuracy
 GF0962;SPC MO W     -    83,060.      904,080.      MT  (+/- 180 meters Scaled)
 GF0962
 GF0962                          SUPERSEDED SURVEY CONTROL
 GF0962
 GF0962  NGVD 29 (10/05/93)  424.284  (m)         1392.01   (f) ADJUSTED    1 2
 GF0962
 GF0962.Superseded values are not recommended for survey control.
 GF0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0962.See file dsdata.txt to determine how the superseded data were derived.
 GF0962
 GF0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA204856(NAD 83)
 GF0962_MARKER: I = METAL ROD
 GF0962_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GF0962+WITH SETTING: INFORMATION.
 GF0962_SP_SET: METAL ROD DRIVEN INTO GROUND
 GF0962_STAMPING: J 348 1989
 GF0962_MARK LOGO: NGS   
 GF0962_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0962+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2002
 GF0962
 GF0962  HISTORY     - Date     Condition        Report By
 GF0962  HISTORY     - 1989     MONUMENTED       NGS
 GF0962  HISTORY     - 20021213 GOOD             GEOCAC
 GF0962
 GF0962                          STATION DESCRIPTION
 GF0962
 GF0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0962'2.0 KM (1.25 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 GF0962'WITH KYLER STREET IN MONETT, A METAL ROD DRIVEN TO REFUSAL AT 1.9 M
 GF0962'AND FLUSH WITH THE GROUND, 20.6 M (67.6 FT) NORTH OF THE CENTERLINE
 GF0962'OF THE HIGHWAY, 5.6 M (18.4 FT) WEST OF THE CENTER OF A DRIVEWAY
 GF0962'LEADING NORTH, 3.1 M (10.2 FT) SOUTHWEST OF A FENCE CORNER, 0.3 M
 GF0962'(1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND LEVEL WITH THE
 GF0962'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GF0962'CAP.
 GF0962
 GF0962                          STATION RECOVERY (2002)
 GF0962
 GF0962'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0982 ***********************************************************************
 GF0982  DESIGNATION -  J 349
 GF0982  PID         -  GF0982
 GF0982  STATE/COUNTY-  MO/BARRY
 GF0982  USGS QUAD   -  EXETER (1974)
 GF0982
 GF0982                         *CURRENT SURVEY CONTROL
 GF0982  ___________________________________________________________________
 GF0982* NAD 83(1986)-  36 38 15.     (N)    093 54 59.     (W)     SCALED    
 GF0982* NAVD 88     -       431.753  (meters)    1416.51   (feet)  ADJUSTED  
 GF0982  ___________________________________________________________________
 GF0982  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GF0982  DYNAMIC HT  -         431.378 (meters)    1415.28  (feet)  COMP
 GF0982  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 GF0982
 GF0982  VERT ORDER  -  FIRST     CLASS II
 GF0982
 GF0982.The horizontal coordinates were scaled from a topographic map and have
 GF0982.an estimated accuracy of +/- 6 seconds.
 GF0982
 GF0982.The orthometric height was determined by differential leveling
 GF0982.and adjusted by the National Geodetic Survey in June 1991..
 GF0982
 GF0982.The geoid height was determined by GEOID03.
 GF0982
 GF0982.The dynamic height is computed by dividing the NAVD 88
 GF0982.geopotential number by the normal gravity value computed on the
 GF0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0982.degrees latitude (g = 980.6199 gals.).
 GF0982
 GF0982.The modeled gravity was interpolated from observed gravity values.
 GF0982
 GF0982;                    North         East    Units  Estimated Accuracy
 GF0982;SPC MO W     -    52,400.      902,190.      MT  (+/- 180 meters Scaled)
 GF0982
 GF0982                          SUPERSEDED SURVEY CONTROL
 GF0982
 GF0982  NGVD 29 (10/05/93)  431.589  (m)         1415.97   (f) ADJUSTED    1 2
 GF0982
 GF0982.Superseded values are not recommended for survey control.
 GF0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0982.See file dsdata.txt to determine how the superseded data were derived.
 GF0982
 GF0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA180550(NAD 83)
 GF0982_MARKER: I = METAL ROD
 GF0982_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GF0982+WITH SETTING: INFORMATION.
 GF0982_SP_SET: METAL ROD DRIVEN INTO GROUND
 GF0982_STAMPING: J 349 1989
 GF0982_MARK LOGO: NGS   
 GF0982_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0982+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2002
 GF0982
 GF0982  HISTORY     - Date     Condition        Report By
 GF0982  HISTORY     - 1989     MONUMENTED       NGS
 GF0982  HISTORY     - 20021114 GOOD             GEOCAC
 GF0982
 GF0982                          STATION DESCRIPTION
 GF0982
 GF0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0982'6.7 KM (4.15 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 GF0982'WITH STATE HIGHWAY 90 IN WASHBURN, A METAL ROD DRIVEN TO REFUSAL AT
 GF0982'1.1 M AND FLUSH WITH GROUND, 18.4 M (60.4 FT) SOUTH OF A CULVERT AND
 GF0982'A STEEL PIPE FENCE CORNER, 12.5 M (41.0 FT) EAST OF THE CENTERLINE OF
 GF0982'THE HIGHWAY, 2.3 M (7.5 FT) SOUTH OF A UTILITY POLE AND UNDERGROUND
 GF0982'CABLE JUNCTION BOX NUMBER 140, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 GF0982'HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 GF0982'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GF0982
 GF0982                          STATION RECOVERY (2002)
 GF0982
 GF0982'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1130 ***********************************************************************
 GE1130  DESIGNATION -  J 350
 GE1130  PID         -  GE1130
 GE1130  STATE/COUNTY-  MO/HOWELL
 GE1130  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE1130
 GE1130                         *CURRENT SURVEY CONTROL
 GE1130  ___________________________________________________________________
 GE1130* NAD 83(1986)-  36 53 29.     (N)    091 55 01.     (W)     SCALED    
 GE1130* NAVD 88     -       364.447  (meters)    1195.69   (feet)  ADJUSTED  
 GE1130  ___________________________________________________________________
 GE1130  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 GE1130  DYNAMIC HT  -         364.139 (meters)    1194.68  (feet)  COMP
 GE1130  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GE1130
 GE1130  VERT ORDER  -  FIRST     CLASS II
 GE1130
 GE1130.The horizontal coordinates were scaled from a topographic map and have
 GE1130.an estimated accuracy of +/- 6 seconds.
 GE1130
 GE1130.The orthometric height was determined by differential leveling
 GE1130.and adjusted by the National Geodetic Survey in June 1991..
 GE1130
 GE1130.The geoid height was determined by GEOID03.
 GE1130
 GE1130.The dynamic height is computed by dividing the NAVD 88
 GE1130.geopotential number by the normal gravity value computed on the
 GE1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1130.degrees latitude (g = 980.6199 gals.).
 GE1130
 GE1130.The modeled gravity was interpolated from observed gravity values.
 GE1130
 GE1130;                    North         East    Units  Estimated Accuracy
 GE1130;SPC MO C     -   117,560.      551,970.      MT  (+/- 180 meters Scaled)
 GE1130
 GE1130                          SUPERSEDED SURVEY CONTROL
 GE1130
 GE1130  NGVD 29 (10/05/93)  364.283  (m)         1195.15   (f) ADJUSTED    1 2
 GE1130
 GE1130.Superseded values are not recommended for survey control.
 GE1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1130.See file dsdata.txt to determine how the superseded data were derived.
 GE1130
 GE1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA965833(NAD 83)
 GE1130_MARKER: I = METAL ROD
 GE1130_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GE1130+WITH SETTING: INFORMATION.
 GE1130_SP_SET: METAL ROD DRIVEN INTO GROUND
 GE1130_STAMPING: J 350 1990
 GE1130_MARK LOGO: NGS   
 GE1130_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1130+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 GE1130
 GE1130  HISTORY     - Date     Condition        Report By
 GE1130  HISTORY     - 1990     MONUMENTED       NGS
 GE1130  HISTORY     - 19990927 POOR             MODNR
 GE1130  HISTORY     - 20060322 GOOD             MODNR
 GE1130
 GE1130                          STATION DESCRIPTION
 GE1130
 GE1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1130'13.2 KM (8.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION
 GE1130'OF STATE HIGHWAY 137 IN WILLOW SPRINGS, 24.6 M (80.7 FT) SOUTHWEST OF
 GE1130'THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) SOUTHEAST OF THE CENTER OF A
 GE1130'DRIVEWAY, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M
 GE1130'(1.6 FT) NORTH OF A WITNESS POST AND FENCE CORNER.  NOTE--ACCESS TO
 GE1130'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 GE1130'REFUSAL AND ANCHORED AT 1.8 METERS AND PROJECTS .03 CM.
 GE1130
 GE1130                          STATION RECOVERY (1999)
 GE1130
 GE1130'RECOVERY NOTE BY MO DEPT OF NAT RES 1999 (BDC)
 GE1130'MARK RECOVERED IN POOR CONDITION.
 GE1130
 GE1130                          STATION RECOVERY (2006)
 GE1130
 GE1130'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1130'THE AUTONOMOUS HAD HELD POSITIONS IS LAT  36 53 29.4 LONG  91 55 00.7.
 GE1130' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1154 ***********************************************************************
 GE1154  DESIGNATION -  J 351
 GE1154  PID         -  GE1154
 GE1154  STATE/COUNTY-  MO/OREGON
 GE1154  USGS QUAD   -  KOSHKONONG (1986)
 GE1154
 GE1154                         *CURRENT SURVEY CONTROL
 GE1154  ___________________________________________________________________
 GE1154* NAD 83(1986)-  36 36 44.     (N)    091 39 01.     (W)     SCALED    
 GE1154* NAVD 88     -       303.433  (meters)     995.51   (feet)  ADJUSTED  
 GE1154  ___________________________________________________________________
 GE1154  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GE1154  DYNAMIC HT  -         303.181 (meters)     994.69  (feet)  COMP
 GE1154  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 GE1154
 GE1154  VERT ORDER  -  FIRST     CLASS II
 GE1154
 GE1154.The horizontal coordinates were scaled from a topographic map and have
 GE1154.an estimated accuracy of +/- 6 seconds.
 GE1154
 GE1154.The orthometric height was determined by differential leveling
 GE1154.and adjusted by the National Geodetic Survey in June 1991..
 GE1154
 GE1154.The geoid height was determined by GEOID03.
 GE1154
 GE1154.The dynamic height is computed by dividing the NAVD 88
 GE1154.geopotential number by the normal gravity value computed on the
 GE1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1154.degrees latitude (g = 980.6199 gals.).
 GE1154
 GE1154.The modeled gravity was interpolated from observed gravity values.
 GE1154
 GE1154;                    North         East    Units  Estimated Accuracy
 GE1154;SPC MO E     -    87,040.      147,100.      MT  (+/- 180 meters Scaled)
 GE1154
 GE1154                          SUPERSEDED SURVEY CONTROL
 GE1154
 GE1154  NGVD 29 (10/05/93)  303.292  (m)          995.05   (f) ADJUSTED    1 2
 GE1154
 GE1154.Superseded values are not recommended for survey control.
 GE1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1154.See file dsdata.txt to determine how the superseded data were derived.
 GE1154
 GE1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA207527(NAD 83)
 GE1154_MARKER: I = METAL ROD
 GE1154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1154_SP_SET: STAINLESS STEEL ROD
 GE1154_STAMPING: J 351 1990
 GE1154_MARK LOGO: NGS   
 GE1154_PROJECTION: PROJECTING 3 CENTIMETERS
 GE1154_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1154+STABILITY: POSITION/ELEVATION WELL
 GE1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1154+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2006
 GE1154_ROD/PIPE-DEPTH: 5.7  meters
 GE1154
 GE1154  HISTORY     - Date     Condition        Report By
 GE1154  HISTORY     - 1990     MONUMENTED       NGS
 GE1154  HISTORY     - 20060206 GOOD             MODNR
 GE1154
 GE1154                          STATION DESCRIPTION
 GE1154
 GE1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1154'2.1 KM (1.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 63 FROM THE
 GE1154'JUNCTION OF STATE HIGHWAY F IN KOSHKONONG, 71.1 M (233.3 FT)
 GE1154'NORTHEAST OF THE HIGHWAY CENTERLINE, 15.2 M (49.9 FT) NORTHWEST OF
 GE1154'THE CENTER OF STATE HIGHWAY M, 3.7 M (12.1 FT) NORTHEAST OF A JOG IN
 GE1154'A FENCE LINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE STATE HIGHWAY,
 GE1154'AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE.
 GE1154'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GE1154
 GE1154                          STATION RECOVERY (2006)
 GE1154
 GE1154'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1154'THE AUTONOMOUS HAD HELD POSITIONS IS LAT 36 36 45.0 LONG 91 38 58.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0918 ***********************************************************************
 JC0918  DESIGNATION -  J 36
 JC0918  PID         -  JC0918
 JC0918  STATE/COUNTY-  MO/MARIES
 JC0918  USGS QUAD   -  VIENNA (1981)
 JC0918
 JC0918                         *CURRENT SURVEY CONTROL
 JC0918  ___________________________________________________________________
 JC0918* NAD 83(1986)-  38 09 05.     (N)    091 55 57.     (W)     SCALED    
 JC0918* NAVD 88     -       268.206  (meters)     879.94   (feet)  ADJUSTED  
 JC0918  ___________________________________________________________________
 JC0918  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JC0918  DYNAMIC HT  -         268.017 (meters)     879.32  (feet)  COMP
 JC0918  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 JC0918
 JC0918  VERT ORDER  -  FIRST     CLASS II
 JC0918
 JC0918.The horizontal coordinates were scaled from a topographic map and have
 JC0918.an estimated accuracy of +/- 6 seconds.
 JC0918
 JC0918.The orthometric height was determined by differential leveling
 JC0918.and adjusted by the National Geodetic Survey in June 1991..
 JC0918.WARNING-Repeat measurements at this control monument indicate possible
 JC0918.vertical movement.
 JC0918
 JC0918.The geoid height was determined by GEOID03.
 JC0918
 JC0918.The dynamic height is computed by dividing the NAVD 88
 JC0918.geopotential number by the normal gravity value computed on the
 JC0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0918.degrees latitude (g = 980.6199 gals.).
 JC0918
 JC0918.The modeled gravity was interpolated from observed gravity values.
 JC0918
 JC0918;                    North         East    Units  Estimated Accuracy
 JC0918;SPC MO C     -   257,390.      549,740.      MT  (+/- 180 meters Scaled)
 JC0918
 JC0918                          SUPERSEDED SURVEY CONTROL
 JC0918
 JC0918  NGVD 29 (??/??/92)  268.179  (m)          879.85   (f) ADJ UNCH    1 2
 JC0918
 JC0918.Superseded values are not recommended for survey control.
 JC0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0918.See file dsdata.txt to determine how the superseded data were derived.
 JC0918
 JC0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC935231(NAD 83)
 JC0918_MARKER: DB = BENCH MARK DISK
 JC0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0918_SP_SET: CONCRETE POST
 JC0918_STAMPING: J 36 1934
 JC0918_MARK LOGO: CGS   
 JC0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0918+STABILITY: SURFACE MOTION
 JC0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0918+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JC0918
 JC0918  HISTORY     - Date     Condition        Report By
 JC0918  HISTORY     - 1934     MONUMENTED       CGS
 JC0918  HISTORY     - 1950     GOOD             NGS
 JC0918  HISTORY     - 19890718 GOOD             NGS
 JC0918  HISTORY     - 20050317 GOOD             MODNR
 JC0918
 JC0918                          STATION DESCRIPTION
 JC0918
 JC0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0918'2.7 MI SE FROM VIENNA.
 JC0918'2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 63 FROM THE SCHOOL AT VIENNA,
 JC0918'AT THE EAST POINT OF THE JUNCTION OF U.S. HIGHWAY 63 AND STATE
 JC0918'HIGHWAY 28, 84 FEET NORTHEAST OF BENCH MARK TTS 26 B(U.S.G.S.),
 JC0918'29 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 63, 23.5 FEET
 JC0918'NORTHWEST OF THE EXTENDED CENTER LINE OF STATE HIGHWAY 28, 10
 JC0918'FEET EAST OF TELEPHONE POLE 1023, 1.8 FEET WEST OF A REFERENCE POST,
 JC0918'1.5 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 JC0918'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JC0918
 JC0918                          STATION RECOVERY (1989)
 JC0918
 JC0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0918'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.3 KM (2.65
 JC0918'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE
 JC0918'HIGHWAY 42 IN VIENNA.  DELETE--1.5 FEET SOUTH OF A FENCE.  ADD--1.0 M
 JC0918'(3.3 FT) WEST OF A FENCE.
 JC0918
 JC0918                          STATION RECOVERY (2005)
 JC0918
 JC0918'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW)
 JC0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0575 ***********************************************************************
 GF0575  DESIGNATION -  J 4
 GF0575  PID         -  GF0575
 GF0575  STATE/COUNTY-  MO/LAWRENCE
 GF0575  USGS QUAD   -  VERONA (1972)
 GF0575
 GF0575                         *CURRENT SURVEY CONTROL
 GF0575  ___________________________________________________________________
 GF0575* NAD 83(1986)-  36 58 22.     (N)    093 47 39.     (W)     SCALED    
 GF0575* NAVD 88     -       385.082  (meters)    1263.39   (feet)  ADJUSTED  
 GF0575  ___________________________________________________________________
 GF0575  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GF0575  DYNAMIC HT  -         384.759 (meters)    1262.33  (feet)  COMP
 GF0575  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 GF0575
 GF0575  VERT ORDER  -  FIRST     CLASS II
 GF0575
 GF0575.The horizontal coordinates were scaled from a topographic map and have
 GF0575.an estimated accuracy of +/- 6 seconds.
 GF0575
 GF0575.The orthometric height was determined by differential leveling
 GF0575.and adjusted by the National Geodetic Survey in June 1991..
 GF0575
 GF0575.The geoid height was determined by GEOID03.
 GF0575
 GF0575.The dynamic height is computed by dividing the NAVD 88
 GF0575.geopotential number by the normal gravity value computed on the
 GF0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0575.degrees latitude (g = 980.6199 gals.).
 GF0575
 GF0575.The modeled gravity was interpolated from observed gravity values.
 GF0575
 GF0575;                    North         East    Units  Estimated Accuracy
 GF0575;SPC MO W     -    89,680.      912,850.      MT  (+/- 180 meters Scaled)
 GF0575
 GF0575                          SUPERSEDED SURVEY CONTROL
 GF0575
 GF0575  NGVD 29 (??/??/92)  384.918  (m)         1262.85   (f) ADJ UNCH    1 2
 GF0575
 GF0575.Superseded values are not recommended for survey control.
 GF0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0575.See file dsdata.txt to determine how the superseded data were derived.
 GF0575
 GF0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA293921(NAD 83)
 GF0575_MARKER: DB = BENCH MARK DISK
 GF0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0575_SP_SET: CONCRETE POST
 GF0575_STAMPING: J 4 1928 1262.852
 GF0575_MARK LOGO: CGS   
 GF0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0575+STABILITY: SURFACE MOTION
 GF0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0575+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1989
 GF0575
 GF0575  HISTORY     - Date     Condition        Report By
 GF0575  HISTORY     - 1928     MONUMENTED       CGS
 GF0575  HISTORY     - 1934     GOOD             NGS
 GF0575  HISTORY     - 19891024 GOOD             NGS
 GF0575
 GF0575                          STATION DESCRIPTION
 GF0575
 GF0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0575'2.3 MI N FROM VERONA.
 GF0575'2/3 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GF0575'THE STATION AT VERONA, LAWRENCE COUNTY, AT A ROAD CROSSING,
 GF0575'76-1/2 FEET SOUTHEAST OF THE CROSSING SIGN, 64 FEET SOUTH OF
 GF0575'THE CENTERLINE OF THE ROAD, 34 FEET EAST OF THE CENTERLINE OF
 GF0575'THE MAIN TRACK, 28 FEET WEST OF THE CENTERLINE OF A PROPOSED
 GF0575'FARM-TO-MARKET ROAD, 22 FEET NORTHEAST OF POLE 273-4, IN LINE
 GF0575'WITH A ROW OF POLES, AND 8 FEET WEST OF THE WEST RIGHT-OF-WAY
 GF0575'FENCE LINE OF THE PROPOSED ROAD.  A STANDARD DISK, STAMPED
 GF0575'1262.852 J 4 1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GF0575'2 INCHES ABOVE GROUND.
 GF0575
 GF0575                          STATION RECOVERY (1989)
 GF0575
 GF0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0575'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.2 KM
 GF0575'(0.75 MI) NORTHERLY ALONG COUNTY ROAD P FROM THE POST OFFICE IN
 GF0575'VERONA, 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF THE ROAD, 9.5 M
 GF0575'(31.2 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 GF0575'2.1 M (6.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BUILDING,
 GF0575'1.0 M (3.3 FT) NORTHWEST OF A UTILITY POLE, 0.7 M (2.3 FT) NORTH OF A
 GF0575'FENCE CORNER, 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST, LEVEL WITH
 GF0575'THE ROAD, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.02 M (0.1 FT)
 GF0575'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1745 ***********************************************************************
 JD1745  DESIGNATION -  J 4 B 1
 JD1745  PID         -  JD1745
 JD1745  STATE/COUNTY-  MO/ST CLAIR
 JD1745  USGS QUAD   -  TABERVILLE (1991)
 JD1745
 JD1745                         *CURRENT SURVEY CONTROL
 JD1745  ___________________________________________________________________
 JD1745* NAD 83(1986)-  38 06 36.     (N)    093 59 57.     (W)     SCALED    
 JD1745* NAVD 88     -       250.748  (meters)     822.66   (feet)  ADJUSTED  
 JD1745  ___________________________________________________________________
 JD1745  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JD1745  DYNAMIC HT  -         250.566 (meters)     822.07  (feet)  COMP
 JD1745  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 JD1745
 JD1745  VERT ORDER  -  SECOND    CLASS 0
 JD1745
 JD1745.The horizontal coordinates were scaled from a topographic map and have
 JD1745.an estimated accuracy of +/- 6 seconds.
 JD1745
 JD1745.The orthometric height was determined by differential leveling
 JD1745.and adjusted by the National Geodetic Survey in June 1991..
 JD1745
 JD1745.The geoid height was determined by GEOID03.
 JD1745
 JD1745.The dynamic height is computed by dividing the NAVD 88
 JD1745.geopotential number by the normal gravity value computed on the
 JD1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1745.degrees latitude (g = 980.6199 gals.).
 JD1745
 JD1745.The modeled gravity was interpolated from observed gravity values.
 JD1745
 JD1745;                    North         East    Units  Estimated Accuracy
 JD1745;SPC MO W     -   215,780.      893,920.      MT  (+/- 180 meters Scaled)
 JD1745
 JD1745                          SUPERSEDED SURVEY CONTROL
 JD1745
 JD1745  NGVD 29 (??/??/92)  250.647  (m)          822.33   (f) ADJ UNCH    2 0
 JD1745
 JD1745.Superseded values are not recommended for survey control.
 JD1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1745.See file dsdata.txt to determine how the superseded data were derived.
 JD1745
 JD1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC124184(NAD 83)
 JD1745_MARKER: DZ = AZIMUTH MARK DISK
 JD1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1745+STABILITY: SURFACE MOTION
 JD1745
 JD1745  HISTORY     - Date     Condition        Report By
 JD1745  HISTORY     - UNK      MONUMENTED       DOD
 JD1745  HISTORY     - 1963     GOOD             NGS
 JD1745
 JD1745                          STATION DESCRIPTION
 JD1745
 JD1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1745'5.2 MI SW FROM JOHNSON CITY.
 JD1745'ABOUT 2.0 MILES WEST ALONG A GRAVELED ROAD FROM THE C.L.
 JD1745'PIEPMEIER STORE AT JOHNSON CITY, THENCE 0.2 MILE NORTH ALONG A
 JD1745'GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD,
 JD1745'THENCE 1.0 MILE SOUTH ALONG STATE ROAD H, 0.7 MILE SOUTH OF A
 JD1745'STEEL AND CONCRETE BRIDGE OVER MONEGAW CREEK, 77 FEET EAST OF
 JD1745'THE CENTER LINE OF THE ROAD, 47 FEET EAST OF A FENCE, AND THE
 JD1745'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 JD1745'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 JD1745'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1746 ***********************************************************************
 JD1746  DESIGNATION -  J 4 B 2
 JD1746  PID         -  JD1746
 JD1746  STATE/COUNTY-  MO/ST CLAIR
 JD1746  USGS QUAD   -  TABERVILLE (1991)
 JD1746
 JD1746                         *CURRENT SURVEY CONTROL
 JD1746  ___________________________________________________________________
 JD1746* NAD 83(1986)-  38 06 33.     (N)    093 59 46.     (W)     SCALED    
 JD1746* NAVD 88     -       253.288  (meters)     831.00   (feet)  ADJUSTED  
 JD1746  ___________________________________________________________________
 JD1746  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JD1746  DYNAMIC HT  -         253.104 (meters)     830.39  (feet)  COMP
 JD1746  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 JD1746
 JD1746  VERT ORDER  -  SECOND    CLASS 0
 JD1746
 JD1746.The horizontal coordinates were scaled from a topographic map and have
 JD1746.an estimated accuracy of +/- 6 seconds.
 JD1746
 JD1746.The orthometric height was determined by differential leveling
 JD1746.and adjusted by the National Geodetic Survey in June 1991..
 JD1746
 JD1746.The geoid height was determined by GEOID03.
 JD1746
 JD1746.The dynamic height is computed by dividing the NAVD 88
 JD1746.geopotential number by the normal gravity value computed on the
 JD1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1746.degrees latitude (g = 980.6199 gals.).
 JD1746
 JD1746.The modeled gravity was interpolated from observed gravity values.
 JD1746
 JD1746;                    North         East    Units  Estimated Accuracy
 JD1746;SPC MO W     -   215,690.      894,190.      MT  (+/- 180 meters Scaled)
 JD1746
 JD1746                          SUPERSEDED SURVEY CONTROL
 JD1746
 JD1746  NGVD 29 (??/??/92)  253.186  (m)          830.66   (f) ADJ UNCH    2 0
 JD1746
 JD1746.Superseded values are not recommended for survey control.
 JD1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1746.See file dsdata.txt to determine how the superseded data were derived.
 JD1746
 JD1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC126183(NAD 83)
 JD1746_MARKER: DZ = AZIMUTH MARK DISK
 JD1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1746+STABILITY: SURFACE MOTION
 JD1746
 JD1746  HISTORY     - Date     Condition        Report By
 JD1746  HISTORY     - UNK      MONUMENTED       DOD
 JD1746  HISTORY     - 1963     GOOD             NGS
 JD1746
 JD1746                          STATION DESCRIPTION
 JD1746
 JD1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1746'5.4 MI SW FROM JOHNSON CITY.
 JD1746'ABOUT 2.0 MILES WEST ALONG A GRAVELED ROAD FROM THE C.L.
 JD1746'PIEPMEIER STORE AT JOHNSON CITY, THENCE 0.2 MILE NORTH ALONG
 JD1746'A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD,
 JD1746'THENCE 1.0 MILE SOUTH ALONG STATE ROAD H, THENCE 0.25 MILE EAST
 JD1746'ACROSS COUNTRY TO THE CREST OF A SLIGHT HILL, 0.1 MILE EAST
 JD1746'OF A SMALL STOCK POND, 139 FEET NORTHWEST OF A LARGE ELM TREE
 JD1746'IN THE WEST EDGE OF A GROVE OF TREES, AND THE TOP SURFACE OVER
 JD1746'THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 JD1746'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1743 ***********************************************************************
 JD1743  DESIGNATION -  J 4 Z
 JD1743  PID         -  JD1743
 JD1743  STATE/COUNTY-  MO/ST CLAIR
 JD1743  USGS QUAD   -  TABERVILLE (1991)
 JD1743
 JD1743                         *CURRENT SURVEY CONTROL
 JD1743  ___________________________________________________________________
 JD1743* NAD 83(1986)-  38 06 18.     (N)    093 59 59.     (W)     SCALED    
 JD1743* NAVD 88     -       256.294  (meters)     840.86   (feet)  ADJUSTED  
 JD1743  ___________________________________________________________________
 JD1743  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JD1743  DYNAMIC HT  -         256.108 (meters)     840.25  (feet)  COMP
 JD1743  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 JD1743
 JD1743  VERT ORDER  -  SECOND    CLASS 0
 JD1743
 JD1743.The horizontal coordinates were scaled from a topographic map and have
 JD1743.an estimated accuracy of +/- 6 seconds.
 JD1743
 JD1743.The orthometric height was determined by differential leveling
 JD1743.and adjusted by the National Geodetic Survey in June 1991..
 JD1743
 JD1743.The geoid height was determined by GEOID03.
 JD1743
 JD1743.The dynamic height is computed by dividing the NAVD 88
 JD1743.geopotential number by the normal gravity value computed on the
 JD1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1743.degrees latitude (g = 980.6199 gals.).
 JD1743
 JD1743.The modeled gravity was interpolated from observed gravity values.
 JD1743
 JD1743;                    North         East    Units  Estimated Accuracy
 JD1743;SPC MO W     -   215,220.      893,880.      MT  (+/- 180 meters Scaled)
 JD1743
 JD1743                          SUPERSEDED SURVEY CONTROL
 JD1743
 JD1743  NGVD 29 (??/??/92)  256.19   (m)          840.5    (f) COMPUTED    2 0
 JD1743
 JD1743.Superseded values are not recommended for survey control.
 JD1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1743.See file dsdata.txt to determine how the superseded data were derived.
 JD1743
 JD1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC123179(NAD 83)
 JD1743_MARKER: DS = TRIANGULATION STATION DISK
 JD1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1743_STAMPING: J 4 Z 1963
 JD1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1743+STABILITY: SURFACE MOTION
 JD1743
 JD1743  HISTORY     - Date     Condition        Report By
 JD1743  HISTORY     - 1963     MONUMENTED       CGS
 JD1743
 JD1743                          STATION DESCRIPTION
 JD1743
 JD1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1743'5.6 MI SW FROM JOHNSON CITY.
 JD1743'ABOUT 2.0 MILES WEST ALONG A GRAVELED ROAD FROM THE C.L.
 JD1743'PIEPMEIER STORE AT JOHNSON CITY, THENCE 0.2 MILE NORTH ALONG
 JD1743'A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD,
 JD1743'THENCE 1.35 MILES SOUTH ALONG STATE ROAD H, 0.2 MILE NORTH OF A
 JD1743'ROAD INTERSECTION, 53.7 FEET WEST OF AND ACROSS THE ROAD FROM
 JD1743'J 4 Z R.M. 1, 59.6 FEET NORTH OF J 4 Z R.M. 2, 24 FEET WEST
 JD1743'OF THE CENTER LINE OF THE ROAD, 7.2 FEET EAST OF A POWER POLE,
 JD1743'6 1/2 FEET EAST OF A FENCE, 8.3 FEET NORTHEAST OF A METAL WITNESS
 JD1743'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JD1743'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1744 ***********************************************************************
 JD1744  DESIGNATION -  J 4 Z RM 1
 JD1744  PID         -  JD1744
 JD1744  STATE/COUNTY-  MO/ST CLAIR
 JD1744  USGS QUAD   -  TABERVILLE (1991)
 JD1744
 JD1744                         *CURRENT SURVEY CONTROL
 JD1744  ___________________________________________________________________
 JD1744* NAD 83(1986)-  38 06 17.     (N)    093 59 58.     (W)     SCALED    
 JD1744* NAVD 88     -       256.180  (meters)     840.48   (feet)  ADJUSTED  
 JD1744  ___________________________________________________________________
 JD1744  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JD1744  DYNAMIC HT  -         255.994 (meters)     839.87  (feet)  COMP
 JD1744  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 JD1744
 JD1744  VERT ORDER  -  SECOND    CLASS 0
 JD1744
 JD1744.The horizontal coordinates were scaled from a topographic map and have
 JD1744.an estimated accuracy of +/- 6 seconds.
 JD1744
 JD1744.The orthometric height was determined by differential leveling
 JD1744.and adjusted by the National Geodetic Survey in June 1991..
 JD1744
 JD1744.The geoid height was determined by GEOID03.
 JD1744
 JD1744.The dynamic height is computed by dividing the NAVD 88
 JD1744.geopotential number by the normal gravity value computed on the
 JD1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1744.degrees latitude (g = 980.6199 gals.).
 JD1744
 JD1744.The modeled gravity was interpolated from observed gravity values.
 JD1744
 JD1744;                    North         East    Units  Estimated Accuracy
 JD1744;SPC MO W     -   215,190.      893,900.      MT  (+/- 180 meters Scaled)
 JD1744
 JD1744                          SUPERSEDED SURVEY CONTROL
 JD1744
 JD1744  NGVD 29 (??/??/92)  256.08   (m)          840.2    (f) COMPUTED    2 0
 JD1744
 JD1744.Superseded values are not recommended for survey control.
 JD1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1744.See file dsdata.txt to determine how the superseded data were derived.
 JD1744
 JD1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC123179(NAD 83)
 JD1744_MARKER: DR = REFERENCE MARK DISK
 JD1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1744_STAMPING: J 4 Z NO 1 1963
 JD1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1744+STABILITY: SURFACE MOTION
 JD1744
 JD1744  HISTORY     - Date     Condition        Report By
 JD1744  HISTORY     - 1963     MONUMENTED       CGS
 JD1744
 JD1744                          STATION DESCRIPTION
 JD1744
 JD1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1744'5.6 MI SW FROM JOHNSON CITY.
 JD1744'ABOUT 2.0 MILES WEST ALONG A GRAVELED ROAD FROM THE C.L.
 JD1744'PIEPMEIER STORE AT JOHNSON CITY, THENCE 0.2 MILE NORTH ALONG
 JD1744'A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD,
 JD1744'THENCE 1.35 MILES SOUTH ALONG STATE ROAD H, 53.7 FEET EAST
 JD1744'OF AND ACROSS THE ROAD FROM J 4 Z 1963, 29 1/2 FEET EAST OF
 JD1744'THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A FENCE, ABOUT
 JD1744'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD1744'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1742 ***********************************************************************
 JD1742  DESIGNATION -  J 4 Z RM 2
 JD1742  PID         -  JD1742
 JD1742  STATE/COUNTY-  MO/ST CLAIR
 JD1742  USGS QUAD   -  TABERVILLE (1991)
 JD1742
 JD1742                         *CURRENT SURVEY CONTROL
 JD1742  ___________________________________________________________________
 JD1742* NAD 83(1986)-  38 06 17.     (N)    093 59 59.     (W)     SCALED    
 JD1742* NAVD 88     -       256.453  (meters)     841.38   (feet)  ADJUSTED  
 JD1742  ___________________________________________________________________
 JD1742  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JD1742  DYNAMIC HT  -         256.267 (meters)     840.77  (feet)  COMP
 JD1742  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 JD1742
 JD1742  VERT ORDER  -  SECOND    CLASS 0
 JD1742
 JD1742.The horizontal coordinates were scaled from a topographic map and have
 JD1742.an estimated accuracy of +/- 6 seconds.
 JD1742
 JD1742.The orthometric height was determined by differential leveling
 JD1742.and adjusted by the National Geodetic Survey in June 1991..
 JD1742
 JD1742.The geoid height was determined by GEOID03.
 JD1742
 JD1742.The dynamic height is computed by dividing the NAVD 88
 JD1742.geopotential number by the normal gravity value computed on the
 JD1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1742.degrees latitude (g = 980.6199 gals.).
 JD1742
 JD1742.The modeled gravity was interpolated from observed gravity values.
 JD1742
 JD1742;                    North         East    Units  Estimated Accuracy
 JD1742;SPC MO W     -   215,190.      893,880.      MT  (+/- 180 meters Scaled)
 JD1742
 JD1742                          SUPERSEDED SURVEY CONTROL
 JD1742
 JD1742  NGVD 29 (??/??/92)  256.35   (m)          841.0    (f) COMPUTED    2 0
 JD1742
 JD1742.Superseded values are not recommended for survey control.
 JD1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1742.See file dsdata.txt to determine how the superseded data were derived.
 JD1742
 JD1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC123179(NAD 83)
 JD1742_MARKER: DB = BENCH MARK DISK
 JD1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1742_STAMPING: J 4 Z NO 2 1963
 JD1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1742+STABILITY: SURFACE MOTION
 JD1742
 JD1742  HISTORY     - Date     Condition        Report By
 JD1742  HISTORY     - 1963     MONUMENTED       CGS
 JD1742
 JD1742                          STATION DESCRIPTION
 JD1742
 JD1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1742'5.6 MI SW FROM JOHNSON CITY.
 JD1742'ABOUT 2.0 MILES WEST ALONG A GRAVELED ROAD FROM THE C.L. PIEPMEIER
 JD1742'STORE AT JOHNSON CITY, THENCE 0.2 MILE NORTH ALONG A GRAVELED
 JD1742'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35
 JD1742'MILES SOUTH ALONG STATE ROAD H, 59.6 FEET SOUTH OF J 4 Z 1963,
 JD1742'59 1/2 FEET SOUTH OF A POWER POLE, 28 FEET WEST OF THE CENTER
 JD1742'LINE OF THE ROAD, 1 1/2 FEET EAST OF A FENCE, 53.8 FEET SOUTH
 JD1742'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JD1742'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0038 ***********************************************************************
 GG0038  DESIGNATION -  J 47
 GG0038  PID         -  GG0038
 GG0038  STATE/COUNTY-  MO/NEWTON
 GG0038  USGS QUAD   -  NEOSHO WEST (1972)
 GG0038
 GG0038                         *CURRENT SURVEY CONTROL
 GG0038  ___________________________________________________________________
 GG0038* NAD 83(1986)-  36 51 54.     (N)    094 24 32.     (W)     SCALED    
 GG0038* NAVD 88     -       351.449  (meters)    1153.05   (feet)  ADJUSTED  
 GG0038  ___________________________________________________________________
 GG0038  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GG0038  DYNAMIC HT  -         351.157 (meters)    1152.09  (feet)  COMP
 GG0038  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 GG0038
 GG0038  VERT ORDER  -  SECOND    CLASS 0
 GG0038
 GG0038.The horizontal coordinates were scaled from a topographic map and have
 GG0038.an estimated accuracy of +/- 6 seconds.
 GG0038
 GG0038.The orthometric height was determined by differential leveling
 GG0038.and adjusted by the National Geodetic Survey in June 1991..
 GG0038
 GG0038.The geoid height was determined by GEOID03.
 GG0038
 GG0038.The dynamic height is computed by dividing the NAVD 88
 GG0038.geopotential number by the normal gravity value computed on the
 GG0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0038.degrees latitude (g = 980.6199 gals.).
 GG0038
 GG0038.The modeled gravity was interpolated from observed gravity values.
 GG0038
 GG0038;                    North         East    Units  Estimated Accuracy
 GG0038;SPC MO W     -    77,490.      858,120.      MT  (+/- 180 meters Scaled)
 GG0038
 GG0038                          SUPERSEDED SURVEY CONTROL
 GG0038
 GG0038  NGVD 29 (??/??/92)  351.311  (m)         1152.59   (f) ADJ UNCH    2 0
 GG0038
 GG0038.Superseded values are not recommended for survey control.
 GG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0038.See file dsdata.txt to determine how the superseded data were derived.
 GG0038
 GG0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA744808(NAD 83)
 GG0038_MARKER: DB = BENCH MARK DISK
 GG0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0038_STAMPING: J 47 1934
 GG0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0038+STABILITY: SURFACE MOTION
 GG0038
 GG0038  HISTORY     - Date     Condition        Report By
 GG0038  HISTORY     - 1934     MONUMENTED       CGS
 GG0038  HISTORY     - 20060403 MARK NOT FOUND   MODNR
 GG0038
 GG0038                          STATION DESCRIPTION
 GG0038
 GG0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0038'3.2 MI W FROM NEOSHO.
 GG0038'3.2 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0038'THE KANSAS CITY SOUTHERN RAILWAY STATION AT NEOSHO, NEWTON COUNTY,
 GG0038'15 POLES WEST OF MILEPOST 312, AT A ROAD CROSSING, 25 FEET EAST
 GG0038'OF THE CENTERLINE OF THE ROAD, 20 FEET NORTH OF THE TRACK, AND
 GG0038'IN THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED J 47
 GG0038'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0038
 GG0038                          STATION RECOVERY (2006)
 GG0038
 GG0038'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MOD)
 GG0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0476 ***********************************************************************
 HC0476  DESIGNATION -  J 49
 HC0476  PID         -  HC0476
 HC0476  STATE/COUNTY-  MO/CRAWFORD
 HC0476  USGS QUAD   -  INDIAN SPRINGS (1985)
 HC0476
 HC0476                         *CURRENT SURVEY CONTROL
 HC0476  ___________________________________________________________________
 HC0476* NAD 83(1986)-  37 53 00.     (N)    091 22 48.     (W)     SCALED    
 HC0476* NAVD 88     -       290.726  (meters)     953.82   (feet)  ADJUSTED  
 HC0476  ___________________________________________________________________
 HC0476  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HC0476  DYNAMIC HT  -         290.507 (meters)     953.11  (feet)  COMP
 HC0476  MODELED GRAV-     979,869.3   (mgal)                       NAVD 88
 HC0476
 HC0476  VERT ORDER  -  SECOND    CLASS 0
 HC0476
 HC0476.The horizontal coordinates were scaled from a topographic map and have
 HC0476.an estimated accuracy of +/- 6 seconds.
 HC0476
 HC0476.The orthometric height was determined by differential leveling
 HC0476.and adjusted by the National Geodetic Survey in June 1991..
 HC0476
 HC0476.The geoid height was determined by GEOID03.
 HC0476
 HC0476.The dynamic height is computed by dividing the NAVD 88
 HC0476.geopotential number by the normal gravity value computed on the
 HC0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0476.degrees latitude (g = 980.6199 gals.).
 HC0476
 HC0476.The modeled gravity was interpolated from observed gravity values.
 HC0476
 HC0476;                    North         East    Units  Estimated Accuracy
 HC0476;SPC MO E     -   227,850.      172,590.      MT  (+/- 180 meters Scaled)
 HC0476
 HC0476                          SUPERSEDED SURVEY CONTROL
 HC0476
 HC0476  NGVD 29 (??/??/92)  290.683  (m)          953.68   (f) ADJ UNCH    2 0
 HC0476
 HC0476.Superseded values are not recommended for survey control.
 HC0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0476.See file dsdata.txt to determine how the superseded data were derived.
 HC0476
 HC0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB424941(NAD 83)
 HC0476_MARKER: DB = BENCH MARK DISK
 HC0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0476_STAMPING: J 49 1934
 HC0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0476+STABILITY: SURFACE MOTION
 HC0476
 HC0476  HISTORY     - Date     Condition        Report By
 HC0476  HISTORY     - 1934     MONUMENTED       CGS
 HC0476
 HC0476                          STATION DESCRIPTION
 HC0476
 HC0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0476'7.3 MI S FROM STEELVILLE.
 HC0476'7.3 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HC0476'THE STATION AT STEELVILLE, CRAWFORD COUNTY, 105 FEET SOUTHWEST OF
 HC0476'THE FIFTH POLE SOUTH OF MILEPOST 102, 180 FEET SOUTHWEST OF A 1
 HC0476'MILE TO THE STATION SIGNBOARD, 48 FEET NORTHEAST OF A 4.5-FOOT OAK
 HC0476'STUMP SUPPORTING THE GATE TO JOHN OXENDINES FARM, 34 FEET NORTHWEST
 HC0476'OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET SOUTHEAST OF THE
 HC0476'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 49 1934 AND SET
 HC0476'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0427 ***********************************************************************
 JE0427  DESIGNATION -  J 5 B 1
 JE0427  PID         -  JE0427
 JE0427  STATE/COUNTY-  MO/BATES
 JE0427  USGS QUAD   -  ROCKVILLE (1991)
 JE0427
 JE0427                         *CURRENT SURVEY CONTROL
 JE0427  ___________________________________________________________________
 JE0427* NAD 83(1986)-  38 04 36.     (N)    094 04 14.     (W)     SCALED    
 JE0427* NAVD 88     -       242.353  (meters)     795.12   (feet)  ADJUSTED  
 JE0427  ___________________________________________________________________
 JE0427  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE0427  DYNAMIC HT  -         242.175 (meters)     794.54  (feet)  COMP
 JE0427  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 JE0427
 JE0427  VERT ORDER  -  SECOND    CLASS 0
 JE0427
 JE0427.The horizontal coordinates were scaled from a topographic map and have
 JE0427.an estimated accuracy of +/- 6 seconds.
 JE0427
 JE0427.The orthometric height was determined by differential leveling
 JE0427.and adjusted by the National Geodetic Survey in June 1991..
 JE0427
 JE0427.The geoid height was determined by GEOID03.
 JE0427
 JE0427.The dynamic height is computed by dividing the NAVD 88
 JE0427.geopotential number by the normal gravity value computed on the
 JE0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0427.degrees latitude (g = 980.6199 gals.).
 JE0427
 JE0427.The modeled gravity was interpolated from observed gravity values.
 JE0427
 JE0427;                    North         East    Units  Estimated Accuracy
 JE0427;SPC MO W     -   212,050.      887,680.      MT  (+/- 180 meters Scaled)
 JE0427
 JE0427                          SUPERSEDED SURVEY CONTROL
 JE0427
 JE0427  NGVD 29 (??/??/92)  242.25   (m)          794.8    (f) COMPUTED    2 0
 JE0427
 JE0427.Superseded values are not recommended for survey control.
 JE0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0427.See file dsdata.txt to determine how the superseded data were derived.
 JE0427
 JE0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC061148(NAD 83)
 JE0427_MARKER: DZ = AZIMUTH MARK DISK
 JE0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0427+STABILITY: SURFACE MOTION
 JE0427
 JE0427  HISTORY     - Date     Condition        Report By
 JE0427  HISTORY     - UNK      MONUMENTED       DOD
 JE0427  HISTORY     - 1963     GOOD             NGS
 JE0427
 JE0427                          STATION DESCRIPTION
 JE0427
 JE0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0427'1 MI NE FROM ROCKVILLE.
 JE0427'ABOUT 0.3 MILE EAST ALONG MAIN STREET FROM THE MISSOURI-KANSAS-TEXAS
 JE0427'RAILROAD STATION AT ROCKVILLE, THENCE 0.35 MILE NORTH ALONG A
 JE0427'PAVED ROAD, THENCE 0.3 MILE EAST ALONG STATE ROAD B, THENCE
 JE0427'0.1 MILE NORTH ALONG A POWER LINE, IN SECTION 12, R 29 W, T 38 N,
 JE0427'26 FEET EAST OF A FENCE, 45 FEET SOUTHEAST OF A POWER POLE, THE
 JE0427'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JE0427'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JE0427'PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0428 ***********************************************************************
 JE0428  DESIGNATION -  J 5 B 2
 JE0428  PID         -  JE0428
 JE0428  STATE/COUNTY-  MO/BATES
 JE0428  USGS QUAD   -  ROCKVILLE (1991)
 JE0428
 JE0428                         *CURRENT SURVEY CONTROL
 JE0428  ___________________________________________________________________
 JE0428* NAD 83(1986)-  38 04 30.     (N)    094 03 59.     (W)     SCALED    
 JE0428* NAVD 88     -       237.050  (meters)     777.72   (feet)  ADJUSTED  
 JE0428  ___________________________________________________________________
 JE0428  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE0428  DYNAMIC HT  -         236.875 (meters)     777.15  (feet)  COMP
 JE0428  MODELED GRAV-     979,888.6   (mgal)                       NAVD 88
 JE0428
 JE0428  VERT ORDER  -  SECOND    CLASS 0
 JE0428
 JE0428.The horizontal coordinates were scaled from a topographic map and have
 JE0428.an estimated accuracy of +/- 6 seconds.
 JE0428
 JE0428.The orthometric height was determined by differential leveling
 JE0428.and adjusted by the National Geodetic Survey in June 1991..
 JE0428
 JE0428.The geoid height was determined by GEOID03.
 JE0428
 JE0428.The dynamic height is computed by dividing the NAVD 88
 JE0428.geopotential number by the normal gravity value computed on the
 JE0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0428.degrees latitude (g = 980.6199 gals.).
 JE0428
 JE0428.The modeled gravity was interpolated from observed gravity values.
 JE0428
 JE0428;                    North         East    Units  Estimated Accuracy
 JE0428;SPC MO W     -   211,860.      888,040.      MT  (+/- 180 meters Scaled)
 JE0428
 JE0428                          SUPERSEDED SURVEY CONTROL
 JE0428
 JE0428  NGVD 29 (??/??/92)  236.95   (m)          777.4    (f) COMPUTED    2 0
 JE0428
 JE0428.Superseded values are not recommended for survey control.
 JE0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0428.See file dsdata.txt to determine how the superseded data were derived.
 JE0428
 JE0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC064146(NAD 83)
 JE0428_MARKER: DZ = AZIMUTH MARK DISK
 JE0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0428+STABILITY: SURFACE MOTION
 JE0428
 JE0428  HISTORY     - Date     Condition        Report By
 JE0428  HISTORY     - UNK      MONUMENTED       DOD
 JE0428  HISTORY     - 1963     GOOD             NGS
 JE0428
 JE0428                          STATION DESCRIPTION
 JE0428
 JE0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0428'1.2 MI NE FROM ROCKVILLE.
 JE0428'ABOUT 0.3 MILES EAST ALONG MAIN STREET FROM THE MISSOURI-KANSAS-TEXAS
 JE0428'RAILROAD STATION AT ROCKVILLE, THENCE 0.35 MILE NORTH ALONG A
 JE0428'PAVED ROAD, THENCE 0.55 MILE EAST ALONG STATE ROAD B, 30 FEET
 JE0428'NORTH OF THE CENTER LINE OF THE ROAD, 85 FEET EAST OF A POWER
 JE0428'POLE WITH A TRANSFORMER, IN SECTION 12, R 29 W, T 38 N, AND
 JE0428'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JE0428'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JE0428'PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0429 ***********************************************************************
 JE0429  DESIGNATION -  J 5 Z
 JE0429  PID         -  JE0429
 JE0429  STATE/COUNTY-  MO/BATES
 JE0429  USGS QUAD   -  ROCKVILLE (1991)
 JE0429
 JE0429                         *CURRENT SURVEY CONTROL
 JE0429  ___________________________________________________________________
 JE0429* NAD 83(1986)-  38 04 39.     (N)    094 03 59.     (W)     SCALED    
 JE0429* NAVD 88     -       237.744  (meters)     780.00   (feet)  ADJUSTED  
 JE0429  ___________________________________________________________________
 JE0429  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JE0429  DYNAMIC HT  -         237.569 (meters)     779.42  (feet)  COMP
 JE0429  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 JE0429
 JE0429  VERT ORDER  -  SECOND    CLASS 0
 JE0429
 JE0429.The horizontal coordinates were scaled from a topographic map and have
 JE0429.an estimated accuracy of +/- 6 seconds.
 JE0429
 JE0429.The orthometric height was determined by differential leveling
 JE0429.and adjusted by the National Geodetic Survey in June 1991..
 JE0429
 JE0429.The geoid height was determined by GEOID03.
 JE0429
 JE0429.The dynamic height is computed by dividing the NAVD 88
 JE0429.geopotential number by the normal gravity value computed on the
 JE0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0429.degrees latitude (g = 980.6199 gals.).
 JE0429
 JE0429.The modeled gravity was interpolated from observed gravity values.
 JE0429
 JE0429;                    North         East    Units  Estimated Accuracy
 JE0429;SPC MO W     -   212,140.      888,040.      MT  (+/- 180 meters Scaled)
 JE0429
 JE0429                          SUPERSEDED SURVEY CONTROL
 JE0429
 JE0429  NGVD 29 (??/??/92)  237.64   (m)          779.7    (f) COMPUTED    2 0
 JE0429
 JE0429.Superseded values are not recommended for survey control.
 JE0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0429.See file dsdata.txt to determine how the superseded data were derived.
 JE0429
 JE0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC064149(NAD 83)
 JE0429_MARKER: DS = TRIANGULATION STATION DISK
 JE0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0429_STAMPING: J 5 Z 1962
 JE0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0429+STABILITY: SURFACE MOTION
 JE0429
 JE0429  HISTORY     - Date     Condition        Report By
 JE0429  HISTORY     - 1962     MONUMENTED       CGS
 JE0429  HISTORY     - 1963     GOOD             NGS
 JE0429
 JE0429                          STATION DESCRIPTION
 JE0429
 JE0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0429'1.4 MI NE FROM ROCKVILLE.
 JE0429'ABOUT 0.3 MILE EAST ALONG MAIN STREET FROM THE
 JE0429'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT ROCKVILLE, THENCE 0.35
 JE0429'MILE NORTH ALONG A PAVED ROAD, THENCE 0.3 MILE EAST ALONG STATE
 JE0429'ROAD B, THENCE 0.25 MILE NORTH ALONG A POWER LINE, THENCE 0.15
 JE0429'MILE EAST ALONG A TRAIL ROAD, IN SECTION 12, R 29 W, T 38 N,
 JE0429'287 FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 JE0429'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0431 ***********************************************************************
 JE0431  DESIGNATION -  J 5 Z RM 1
 JE0431  PID         -  JE0431
 JE0431  STATE/COUNTY-  MO/BATES
 JE0431  USGS QUAD   -  ROCKVILLE (1991)
 JE0431
 JE0431                         *CURRENT SURVEY CONTROL
 JE0431  ___________________________________________________________________
 JE0431* NAD 83(1986)-  38 04 40.     (N)    094 03 59.     (W)     SCALED    
 JE0431* NAVD 88     -       237.196  (meters)     778.20   (feet)  ADJUSTED  
 JE0431  ___________________________________________________________________
 JE0431  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JE0431  DYNAMIC HT  -         237.022 (meters)     777.63  (feet)  COMP
 JE0431  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 JE0431
 JE0431  VERT ORDER  -  SECOND    CLASS 0
 JE0431
 JE0431.The horizontal coordinates were scaled from a topographic map and have
 JE0431.an estimated accuracy of +/- 6 seconds.
 JE0431
 JE0431.The orthometric height was determined by differential leveling
 JE0431.and adjusted by the National Geodetic Survey in June 1991..
 JE0431
 JE0431.The geoid height was determined by GEOID03.
 JE0431
 JE0431.The dynamic height is computed by dividing the NAVD 88
 JE0431.geopotential number by the normal gravity value computed on the
 JE0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0431.degrees latitude (g = 980.6199 gals.).
 JE0431
 JE0431.The modeled gravity was interpolated from observed gravity values.
 JE0431
 JE0431;                    North         East    Units  Estimated Accuracy
 JE0431;SPC MO W     -   212,170.      888,040.      MT  (+/- 180 meters Scaled)
 JE0431
 JE0431                          SUPERSEDED SURVEY CONTROL
 JE0431
 JE0431  NGVD 29 (??/??/92)  237.10   (m)          777.9    (f) COMPUTED    2 0
 JE0431
 JE0431.Superseded values are not recommended for survey control.
 JE0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0431.See file dsdata.txt to determine how the superseded data were derived.
 JE0431
 JE0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC064149(NAD 83)
 JE0431_MARKER: DR = REFERENCE MARK DISK
 JE0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0431_STAMPING: J 5 Z NO 1 1962
 JE0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0431+STABILITY: SURFACE MOTION
 JE0431
 JE0431  HISTORY     - Date     Condition        Report By
 JE0431  HISTORY     - 1962     MONUMENTED       CGS
 JE0431  HISTORY     - 1963     GOOD             NGS
 JE0431
 JE0431                          STATION DESCRIPTION
 JE0431
 JE0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0431'1.4 MI NE FROM ROCKVILLE.
 JE0431'ABOUT 0.3 MILE EAST ALONG MAIN STREET FROM THE
 JE0431'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT ROCKVILLE, THENCE
 JE0431'0.35 MILE NORTH ALONG A PAVED ROAD, THENCE 0.3 MILE EAST ALONG
 JE0431'STATE ROAD B, THENCE 0.25 MILE NORTH ALONG A POWER LINE, THENCE
 JE0431'0.15 MILE EAST ALONG A TRAIL ROAD, IN SECTION 12, R 29 W, T 38
 JE0431'N, 224 FEET WEST OF A FENCE, 63.4 FEET EAST OF J 5 Z 1962, AND
 JE0431'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0430 ***********************************************************************
 JE0430  DESIGNATION -  J 5 Z RM 2
 JE0430  PID         -  JE0430
 JE0430  STATE/COUNTY-  MO/BATES
 JE0430  USGS QUAD   -  ROCKVILLE (1991)
 JE0430
 JE0430                         *CURRENT SURVEY CONTROL
 JE0430  ___________________________________________________________________
 JE0430* NAD 83(1986)-  38 04 39.     (N)    094 03 57.     (W)     SCALED    
 JE0430* NAVD 88     -       238.371  (meters)     782.06   (feet)  ADJUSTED  
 JE0430  ___________________________________________________________________
 JE0430  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JE0430  DYNAMIC HT  -         238.196 (meters)     781.48  (feet)  COMP
 JE0430  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 JE0430
 JE0430  VERT ORDER  -  SECOND    CLASS 0
 JE0430
 JE0430.The horizontal coordinates were scaled from a topographic map and have
 JE0430.an estimated accuracy of +/- 6 seconds.
 JE0430
 JE0430.The orthometric height was determined by differential leveling
 JE0430.and adjusted by the National Geodetic Survey in June 1991..
 JE0430
 JE0430.The geoid height was determined by GEOID03.
 JE0430
 JE0430.The dynamic height is computed by dividing the NAVD 88
 JE0430.geopotential number by the normal gravity value computed on the
 JE0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0430.degrees latitude (g = 980.6199 gals.).
 JE0430
 JE0430.The modeled gravity was interpolated from observed gravity values.
 JE0430
 JE0430;                    North         East    Units  Estimated Accuracy
 JE0430;SPC MO W     -   212,140.      888,090.      MT  (+/- 180 meters Scaled)
 JE0430
 JE0430                          SUPERSEDED SURVEY CONTROL
 JE0430
 JE0430  NGVD 29 (??/??/92)  238.27   (m)          781.7    (f) COMPUTED    2 0
 JE0430
 JE0430.Superseded values are not recommended for survey control.
 JE0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0430.See file dsdata.txt to determine how the superseded data were derived.
 JE0430
 JE0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC065149(NAD 83)
 JE0430_MARKER: DR = REFERENCE MARK DISK
 JE0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0430_STAMPING: J 5 Z NO 2 1962
 JE0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0430+STABILITY: SURFACE MOTION
 JE0430
 JE0430  HISTORY     - Date     Condition        Report By
 JE0430  HISTORY     - 1962     MONUMENTED       CGS
 JE0430  HISTORY     - 1963     GOOD             NGS
 JE0430
 JE0430                          STATION DESCRIPTION
 JE0430
 JE0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0430'1.4 MI NE FROM ROCKVILLE.
 JE0430'ABOUT 0.3 MILE EAST ALONG MAIN STREET FROM THE
 JE0430'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT ROCKVILLE, THENCE
 JE0430'0.35 MILE NORTH ALONG A PAVED ROAD, THENCE 0.3 MILE EAST ALONG
 JE0430'STATE ROAD B, THENCE 0.25 MILE NORTH ALONG A POWER LINE, THENCE
 JE0430'0.15 MILE EAST ALONG A TRAIL ROAD, 361 FEET WEST OF A FENCE,
 JE0430'73.7 FEET WEST OF J 5 Z 1962, AND SET IN THE TOP OF A CONCRETE
 JE0430'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0485 ***********************************************************************
 HC0485  DESIGNATION -  J 50
 HC0485  PID         -  HC0485
 HC0485  STATE/COUNTY-  MO/DENT
 HC0485  USGS QUAD   -  DOSS (1981)
 HC0485
 HC0485                         *CURRENT SURVEY CONTROL
 HC0485  ___________________________________________________________________
 HC0485* NAD 83(1986)-  37 31 46.     (N)    091 29 18.     (W)     SCALED    
 HC0485* NAVD 88     -       375.864  (meters)    1233.15   (feet)  POSTED    
 HC0485  ___________________________________________________________________
 HC0485  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0485  DYNAMIC HT  -         375.570 (meters)    1232.18  (feet)  COMP
 HC0485  MODELED GRAV-     979,825.3   (mgal)                       NAVD 88
 HC0485
 HC0485  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0485
 HC0485.The horizontal coordinates were scaled from a topographic map and have
 HC0485.an estimated accuracy of +/- 6 seconds.
 HC0485
 HC0485.The orthometric height was determined by differential leveling
 HC0485.and adjusted by the National Geodetic Survey in 1992..
 HC0485.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0485.rate of 0.0 thru 1.0 mm/km.
 HC0485
 HC0485.The geoid height was determined by GEOID03.
 HC0485
 HC0485.The dynamic height is computed by dividing the NAVD 88
 HC0485.geopotential number by the normal gravity value computed on the
 HC0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0485.degrees latitude (g = 980.6199 gals.).
 HC0485
 HC0485.The modeled gravity was interpolated from observed gravity values.
 HC0485
 HC0485;                    North         East    Units  Estimated Accuracy
 HC0485;SPC MO E     -   188,670.      162,650.      MT  (+/- 180 meters Scaled)
 HC0485
 HC0485                          SUPERSEDED SURVEY CONTROL
 HC0485
 HC0485  NGVD 29 (??/??/92)  375.771  (m)         1232.84   (f) ADJ UNCH    2 0
 HC0485
 HC0485.Superseded values are not recommended for survey control.
 HC0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0485.See file dsdata.txt to determine how the superseded data were derived.
 HC0485
 HC0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB335546(NAD 83)
 HC0485_MARKER: DB = BENCH MARK DISK
 HC0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0485_SP_SET: CULVERT
 HC0485_STAMPING: J 50 1934
 HC0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0485
 HC0485  HISTORY     - Date     Condition        Report By
 HC0485  HISTORY     - 1934     MONUMENTED       CGS
 HC0485
 HC0485                          STATION DESCRIPTION
 HC0485
 HC0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0485'9.4 MI S FROM SALEM.
 HC0485'9.4 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0485'AT SALEM, DENT COUNTY, 3.2 MILES NORTH OF THE POST OFFICE AT
 HC0485'GLADDEN, 0.2 MILE SOUTH OF THE ROAD LEADING EAST TO TURTLE, 0.1
 HC0485'MILE NORTH OF A CURVE TO THE EAST, AT A CONCRETE CULVERT, AND IN
 HC0485'THE TOP OF THE NORTH END OF THE EAST HEADWALL.  A STANDARD DISK,
 HC0485'STAMPED J 50 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0688 ***********************************************************************
 GE0688  DESIGNATION -  J 51
 GE0688  PID         -  GE0688
 GE0688  STATE/COUNTY-  MO/OREGON
 GE0688  USGS QUAD   -  THOMASVILLE (1986)
 GE0688
 GE0688                         *CURRENT SURVEY CONTROL
 GE0688  ___________________________________________________________________
 GE0688* NAD 83(1986)-  36 50 06.     (N)    091 31 10.     (W)     SCALED    
 GE0688* NAVD 88     -       303.930  (meters)     997.14   (feet)  POSTED    
 GE0688  ___________________________________________________________________
 GE0688  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 GE0688  DYNAMIC HT  -         303.680 (meters)     996.32  (feet)  COMP
 GE0688  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GE0688
 GE0688  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0688
 GE0688.The horizontal coordinates were scaled from a topographic map and have
 GE0688.an estimated accuracy of +/- 6 seconds.
 GE0688
 GE0688.The orthometric height was determined by differential leveling
 GE0688.and adjusted by the National Geodetic Survey in 1992..
 GE0688.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0688.rate of 0.0 thru 1.0 mm/km.
 GE0688
 GE0688.The geoid height was determined by GEOID03.
 GE0688
 GE0688.The dynamic height is computed by dividing the NAVD 88
 GE0688.geopotential number by the normal gravity value computed on the
 GE0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0688.degrees latitude (g = 980.6199 gals.).
 GE0688
 GE0688.The modeled gravity was interpolated from observed gravity values.
 GE0688
 GE0688;                    North         East    Units  Estimated Accuracy
 GE0688;SPC MO E     -   111,630.      159,070.      MT  (+/- 180 meters Scaled)
 GE0688
 GE0688                          SUPERSEDED SURVEY CONTROL
 GE0688
 GE0688  NGVD 29 (??/??/92)  303.817  (m)          996.77   (f) ADJ UNCH    2 0
 GE0688
 GE0688.Superseded values are not recommended for survey control.
 GE0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0688.See file dsdata.txt to determine how the superseded data were derived.
 GE0688
 GE0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA320775(NAD 83)
 GE0688_MARKER: DB = BENCH MARK DISK
 GE0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0688_STAMPING: J 51 1934
 GE0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0688+STABILITY: SURFACE MOTION
 GE0688
 GE0688  HISTORY     - Date     Condition        Report By
 GE0688  HISTORY     - 1934     MONUMENTED       CGS
 GE0688  HISTORY     - 1977     GOOD             NGS
 GE0688
 GE0688                          STATION DESCRIPTION
 GE0688
 GE0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0688'3.9 MI N FROM THOMASVILLE.
 GE0688'3.9 MILES NORTH ALONG STATE HIGHWAY 80 FROM THOMASVILLE, OREGON
 GE0688'COUNTY, 3.9 MILES SOUTH OF THE SHANNON-OREGON COUNTY LINE,
 GE0688'ACROSS THE HIGHWAY FROM I.B. BOLEYS HOME, AT THE SUMMIT OF A
 GE0688'RIDGE, AND 38 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 GE0688'A STANDARD DISK, STAMPED J 51 1934 AND SET IN THE TOP OF A
 GE0688'CONCRETE POST.
 GE0688
 GE0688                          STATION RECOVERY (1977)
 GE0688
 GE0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0688'RECOVERED 1 FOOT NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, 2.5
 GE0688'FEET NORTHWEST OF A WITNESS SIGN NAILED TO A FENCE POST AND PROJECTS
 GE0688'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0054 ***********************************************************************
 GE0054  DESIGNATION -  J 53
 GE0054  PID         -  GE0054
 GE0054  STATE/COUNTY-  MO/WAYNE
 GE0054  USGS QUAD   -  HENDRICKSON (1976)
 GE0054
 GE0054                         *CURRENT SURVEY CONTROL
 GE0054  ___________________________________________________________________
 GE0054* NAD 83(1986)-  36 58 25.     (N)    090 25 10.     (W)     SCALED    
 GE0054* NAVD 88     -       111.526  (meters)     365.90   (feet)  ADJUSTED  
 GE0054  ___________________________________________________________________
 GE0054  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 GE0054  DYNAMIC HT  -         111.438 (meters)     365.61  (feet)  COMP
 GE0054  MODELED GRAV-     979,837.2   (mgal)                       NAVD 88
 GE0054
 GE0054  VERT ORDER  -  SECOND    CLASS 0
 GE0054
 GE0054.The horizontal coordinates were scaled from a topographic map and have
 GE0054.an estimated accuracy of +/- 6 seconds.
 GE0054
 GE0054.The orthometric height was determined by differential leveling
 GE0054.and adjusted by the National Geodetic Survey in June 1991..
 GE0054
 GE0054.The geoid height was determined by GEOID03.
 GE0054
 GE0054.The dynamic height is computed by dividing the NAVD 88
 GE0054.geopotential number by the normal gravity value computed on the
 GE0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0054.degrees latitude (g = 980.6199 gals.).
 GE0054
 GE0054.The modeled gravity was interpolated from observed gravity values.
 GE0054
 GE0054;                    North         East    Units  Estimated Accuracy
 GE0054;SPC MO E     -   126,530.      257,170.      MT  (+/- 180 meters Scaled)
 GE0054
 GE0054                          SUPERSEDED SURVEY CONTROL
 GE0054
 GE0054  NGVD 29 (??/??/92)  111.557  (m)          366.00   (f) ADJ UNCH    2 0
 GE0054
 GE0054.Superseded values are not recommended for survey control.
 GE0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0054.See file dsdata.txt to determine how the superseded data were derived.
 GE0054
 GE0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA297950(NAD 83)
 GE0054_MARKER: DB = BENCH MARK DISK
 GE0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0054_STAMPING: J 53 1934
 GE0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0054+STABILITY: SURFACE MOTION
 GE0054
 GE0054  HISTORY     - Date     Condition        Report By
 GE0054  HISTORY     - 1934     MONUMENTED       CGS
 GE0054  HISTORY     - 1965     MARK NOT FOUND   USGS
 GE0054
 GE0054                          STATION DESCRIPTION
 GE0054
 GE0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0054'0.7 MI W FROM OJIBWAY.
 GE0054'0.7 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GE0054'POST OFFICE AT OJIBWAY, WAYNE COUNTY, 269 FEET WEST OF THE FIRST
 GE0054'POLE WEST OF MILEPOST B 193, 144 FEET EAST OF A COUNTY-ROAD
 GE0054'CROSSING, 36 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 21
 GE0054'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GE0054'J 53 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 GE0054'ST. LOUIS-SAN FRANCISCO RAILWAY HAS BEEN ABANDONED AS OF FEBRUARY
 GE0054'1945.
 GE0054
 GE0054                          STATION RECOVERY (1965)
 GE0054
 GE0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GE0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0012 ***********************************************************************
 HC0012  DESIGNATION -  J 54
 HC0012  PID         -  HC0012
 HC0012  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0012  USGS QUAD   -  COFFMAN (1980)
 HC0012
 HC0012                         *CURRENT SURVEY CONTROL
 HC0012  ___________________________________________________________________
 HC0012* NAD 83(1986)-  37 52 17.     (N)    090 14 23.     (W)     SCALED    
 HC0012* NAVD 88     -       247.862  (meters)     813.19   (feet)  ADJUSTED  
 HC0012  ___________________________________________________________________
 HC0012  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 HC0012  DYNAMIC HT  -         247.684 (meters)     812.61  (feet)  COMP
 HC0012  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 HC0012
 HC0012  VERT ORDER  -  SECOND    CLASS 0
 HC0012
 HC0012.The horizontal coordinates were scaled from a topographic map and have
 HC0012.an estimated accuracy of +/- 6 seconds.
 HC0012
 HC0012.The orthometric height was determined by differential leveling
 HC0012.and adjusted by the National Geodetic Survey in June 1991..
 HC0012
 HC0012.The geoid height was determined by GEOID03.
 HC0012
 HC0012.The dynamic height is computed by dividing the NAVD 88
 HC0012.geopotential number by the normal gravity value computed on the
 HC0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0012.degrees latitude (g = 980.6199 gals.).
 HC0012
 HC0012.The modeled gravity was interpolated from observed gravity values.
 HC0012
 HC0012;                    North         East    Units  Estimated Accuracy
 HC0012;SPC MO E     -   226,190.      272,900.      MT  (+/- 180 meters Scaled)
 HC0012
 HC0012                          SUPERSEDED SURVEY CONTROL
 HC0012
 HC0012  NGVD 29 (??/??/92)  247.923  (m)          813.39   (f) ADJ UNCH    2 0
 HC0012
 HC0012.Superseded values are not recommended for survey control.
 HC0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0012.See file dsdata.txt to determine how the superseded data were derived.
 HC0012
 HC0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB427951(NAD 83)
 HC0012_MARKER: DB = BENCH MARK DISK
 HC0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0012_STAMPING: J 54 1934
 HC0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0012+STABILITY: SURFACE MOTION
 HC0012
 HC0012  HISTORY     - Date     Condition        Report By
 HC0012  HISTORY     - 1934     MONUMENTED       CGS
 HC0012  HISTORY     - 1976     MARK NOT FOUND   USGS
 HC0012  HISTORY     - 1976     MARK NOT FOUND   USGS
 HC0012
 HC0012                          STATION DESCRIPTION
 HC0012
 HC0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0012'2.2 MI W FROM WEINGARTEN.
 HC0012'2.2 MILES WEST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM THE STATION
 HC0012'AT WEINGARTEN, STE. GENEVIEVE COUNTY, 138 FEET WEST OF THE
 HC0012'TWENTIETH POLE WEST OF MILEPOST 99, 66 FEET NORTH OF STATE HIGHWAY
 HC0012'32, 21 FEET SOUTH OF THE SOUTH RAIL, AND 2 FEET NORTH OF A
 HC0012'RIGHT-OF-WAY POST.  A STNADARD DISK, STAMPED J 54 1934 AND SET IN
 HC0012'THE TOP OF A CONCRETE POST.
 HC0012
 HC0012                          STATION RECOVERY (1976)
 HC0012
 HC0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0012'MARK NOT FOUND.
 HC0012
 HC0012                          STATION RECOVERY (1976)
 HC0012
 HC0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0404 ***********************************************************************
 HC0404  DESIGNATION -  J 55
 HC0404  PID         -  HC0404
 HC0404  STATE/COUNTY-  MO/WASHINGTON
 HC0404  USGS QUAD   -  IRONDALE (1982)
 HC0404
 HC0404                         *CURRENT SURVEY CONTROL
 HC0404  ___________________________________________________________________
 HC0404* NAD 83(1986)-  37 45 31.     (N)    090 38 40.     (W)     SCALED    
 HC0404* NAVD 88     -       353.475  (meters)    1159.69   (feet)  ADJUSTED  
 HC0404  ___________________________________________________________________
 HC0404  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 HC0404  DYNAMIC HT  -         353.217 (meters)    1158.85  (feet)  COMP
 HC0404  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 HC0404
 HC0404  VERT ORDER  -  SECOND    CLASS 0
 HC0404
 HC0404.The horizontal coordinates were scaled from a topographic map and have
 HC0404.an estimated accuracy of +/- 6 seconds.
 HC0404
 HC0404.The orthometric height was determined by differential leveling
 HC0404.and adjusted by the National Geodetic Survey in June 1991..
 HC0404
 HC0404.The geoid height was determined by GEOID03.
 HC0404
 HC0404.The dynamic height is computed by dividing the NAVD 88
 HC0404.geopotential number by the normal gravity value computed on the
 HC0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0404.degrees latitude (g = 980.6199 gals.).
 HC0404
 HC0404.The modeled gravity was interpolated from observed gravity values.
 HC0404
 HC0404;                    North         East    Units  Estimated Accuracy
 HC0404;SPC MO E     -   213,650.      237,270.      MT  (+/- 180 meters Scaled)
 HC0404
 HC0404                          SUPERSEDED SURVEY CONTROL
 HC0404
 HC0404  NGVD 29 (??/??/92)  353.492  (m)         1159.75   (f) ADJ UNCH    2 0
 HC0404
 HC0404.Superseded values are not recommended for survey control.
 HC0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0404.See file dsdata.txt to determine how the superseded data were derived.
 HC0404
 HC0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB075816(NAD 83)
 HC0404_MARKER: DB = BENCH MARK DISK
 HC0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0404_STAMPING: J 55 1934
 HC0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0404+STABILITY: SURFACE MOTION
 HC0404
 HC0404  HISTORY     - Date     Condition        Report By
 HC0404  HISTORY     - 1934     MONUMENTED       CGS
 HC0404  HISTORY     - 1957     GOOD             NGS
 HC0404
 HC0404                          STATION DESCRIPTION
 HC0404
 HC0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HC0404'1.4 MI W FROM BISMARCK.
 HC0404'IN WASHINGTON COUNTY, 1.4 MILES WEST ALONG STATE HIGHWAY 32
 HC0404'FROM THE MISSOURI-ILLINOIS RAILROAD STATION AT BISMARCK, ST.
 HC0404'FRANCOIS COUNTY, 175 FEET SOUTHWEST OF THE ST. FRANCOIS-WASHINGTON
 HC0404'COUNTY LINE, IN THE WEST QUADRANT AT THE INTERSECTION OF THE
 HC0404'COUNTY ROAD LEADING FROM BISMARCK TO BELLEVIEW, ON GROUND
 HC0404'SLOPING UP TO THE WEST, 45 FEET SOUTHEAST OF THE CENTERLINE OF
 HC0404'THE HIGHWAY.  A STANDARD DISK, STAMPED J 55 1934 AND SET IN THE
 HC0404'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0037 ***********************************************************************
 HC0037  DESIGNATION -  J 56
 HC0037  PID         -  HC0037
 HC0037  STATE/COUNTY-  MO/ST FRANCOIS
 HC0037  USGS QUAD   -  KNOB LICK (1980)
 HC0037
 HC0037                         *CURRENT SURVEY CONTROL
 HC0037  ___________________________________________________________________
 HC0037* NAD 83(1986)-  37 40 36.     (N)    090 22 01.     (W)     SCALED    
 HC0037* NAVD 88     -       283.267  (meters)     929.35   (feet)  ADJUSTED  
 HC0037  ___________________________________________________________________
 HC0037  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HC0037  DYNAMIC HT  -         283.059 (meters)     928.67  (feet)  COMP
 HC0037  MODELED GRAV-     979,888.4   (mgal)                       NAVD 88
 HC0037
 HC0037  VERT ORDER  -  SECOND    CLASS 0
 HC0037
 HC0037.The horizontal coordinates were scaled from a topographic map and have
 HC0037.an estimated accuracy of +/- 6 seconds.
 HC0037
 HC0037.The orthometric height was determined by differential leveling
 HC0037.and adjusted by the National Geodetic Survey in June 1991..
 HC0037
 HC0037.The geoid height was determined by GEOID03.
 HC0037
 HC0037.The dynamic height is computed by dividing the NAVD 88
 HC0037.geopotential number by the normal gravity value computed on the
 HC0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0037.degrees latitude (g = 980.6199 gals.).
 HC0037
 HC0037.The modeled gravity was interpolated from observed gravity values.
 HC0037
 HC0037;                    North         East    Units  Estimated Accuracy
 HC0037;SPC MO E     -   204,560.      261,740.      MT  (+/- 180 meters Scaled)
 HC0037
 HC0037                          SUPERSEDED SURVEY CONTROL
 HC0037
 HC0037  NGVD 29 (??/??/92)  283.320  (m)          929.53   (f) ADJ UNCH    2 0
 HC0037
 HC0037.Superseded values are not recommended for survey control.
 HC0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0037.See file dsdata.txt to determine how the superseded data were derived.
 HC0037
 HC0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB322732(NAD 83)
 HC0037_MARKER: DB = BENCH MARK DISK
 HC0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0037_STAMPING: J 56 1934
 HC0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0037+STABILITY: SURFACE MOTION
 HC0037
 HC0037  HISTORY     - Date     Condition        Report By
 HC0037  HISTORY     - 1934     MONUMENTED       CGS
 HC0037  HISTORY     - 1976     GOOD             USGS
 HC0037  HISTORY     - 1976     GOOD             USGS
 HC0037
 HC0037                          STATION DESCRIPTION
 HC0037
 HC0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0037'AT KNOB LICK.
 HC0037'AT KNOB LICK, SAINT FRANCOIS COUNTY, ABOUT 300 FEET NORTH OF
 HC0037'THE NORTHEAST CORNER OF THE MISSOURI PACIFIC RAILROAD STATION,
 HC0037'165 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A PROPERTY FENCE,
 HC0037'50 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET
 HC0037'SOUTHWEST OF THE PROPERTY FENCE OF W.C. WALLACE.  A STANDARD DISK,
 HC0037'STAMPED J 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0037
 HC0037                          STATION RECOVERY (1976)
 HC0037
 HC0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0037'AT KNOB LICK, T. 34 N., R. 6E., IN THE SE/4 OF SECTION 4. 450 FEET
 HC0037'NORTH AND 50 FEET EAST OF THE CENTERLINE OF OLD RAILROAD GRADE
 HC0037'CROSSING WITH COUNTY ROUTE DD. SET IN THE TOP OF A CONCRETE POST IN A
 HC0037'PASTURE LOT. A STANDARD DISK, STAMPED J 56 1934.
 HC0037
 HC0037                          STATION RECOVERY (1976)
 HC0037
 HC0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0037'AT KNOB LICK, T. 34 N., R. 6E., IN THE SE/4 OF SECTION 4. 450 FEET
 HC0037'NORTH AND 50 FEET EAST OF THE CENTERLINE OF OLD RAILROAD GRADE
 HC0037'CROSSING WITH COUNTY ROUTE DD. SET IN THE TOP OF A CONCRETE POST IN A
 HC0037'PASTURE LOT. A STANDARD DISK, STAMPED J 56 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0126 ***********************************************************************
 HC0126  DESIGNATION -  J 58
 HC0126  PID         -  HC0126
 HC0126  STATE/COUNTY-  MO/WAYNE
 HC0126  USGS QUAD   -  GREENVILLE (1985)
 HC0126
 HC0126                         *CURRENT SURVEY CONTROL
 HC0126  ___________________________________________________________________
 HC0126* NAD 83(1986)-  37 08 09.     (N)    090 27 51.     (W)     SCALED    
 HC0126* NAVD 88     -       117.700  (meters)     386.15   (feet)  ADJUSTED  
 HC0126  ___________________________________________________________________
 HC0126  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HC0126  DYNAMIC HT  -         117.609 (meters)     385.86  (feet)  COMP
 HC0126  MODELED GRAV-     979,860.6   (mgal)                       NAVD 88
 HC0126
 HC0126  VERT ORDER  -  SECOND    CLASS 0
 HC0126
 HC0126.The horizontal coordinates were scaled from a topographic map and have
 HC0126.an estimated accuracy of +/- 6 seconds.
 HC0126
 HC0126.The orthometric height was determined by differential leveling
 HC0126.and adjusted by the National Geodetic Survey in June 1991..
 HC0126
 HC0126.The geoid height was determined by GEOID03.
 HC0126
 HC0126.The dynamic height is computed by dividing the NAVD 88
 HC0126.geopotential number by the normal gravity value computed on the
 HC0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0126.degrees latitude (g = 980.6199 gals.).
 HC0126
 HC0126.The modeled gravity was interpolated from observed gravity values.
 HC0126
 HC0126;                    North         East    Units  Estimated Accuracy
 HC0126;SPC MO E     -   144,530.      253,180.      MT  (+/- 180 meters Scaled)
 HC0126
 HC0126                          SUPERSEDED SURVEY CONTROL
 HC0126
 HC0126  NGVD 29 (??/??/92)  117.756  (m)          386.34   (f) ADJ UNCH    2 0
 HC0126
 HC0126.Superseded values are not recommended for survey control.
 HC0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0126.See file dsdata.txt to determine how the superseded data were derived.
 HC0126
 HC0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB252129(NAD 83)
 HC0126_MARKER: DB = BENCH MARK DISK
 HC0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0126_STAMPING: J 58 1934
 HC0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0126+STABILITY: SURFACE MOTION
 HC0126
 HC0126  HISTORY     - Date     Condition        Report By
 HC0126  HISTORY     - 1934     MONUMENTED       CGS
 HC0126  HISTORY     - 1945     GOOD             NGS
 HC0126  HISTORY     - 20020906 MARK NOT FOUND   USACE
 HC0126
 HC0126                          STATION DESCRIPTION
 HC0126
 HC0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HC0126'1 MI N FROM GREENVILLE.
 HC0126'1.0 MILE NORTH ALONG U.S. HIGHWAY 67 FROM THE COUNTY COURTHOUSE
 HC0126'AT GREENVILLE, WAYNE COUNTY, AT THE SOUTH CORNER OF THE CAMPGROUNDS
 HC0126'TO THE RIVER VIEW AUTO CAMP, 189 FEET SOUTHEAST OF THE CENTER OF
 HC0126'THE STONE STEPS LEADING TO ST. FRANCIS RIVER BOAT LANDING, 159
 HC0126'FEET SOUTH OF THE SOUTHWEST CORNER OF HUNTERS DANCE HALL, 51
 HC0126'FEET NORTH OF THE NORTHEAST END OF A CONCRETE CULVERT, 30 FEET
 HC0126'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTHWEST
 HC0126'OF A 3- BY 5-FOOT WHITE BOULDER 3.5 FEET HIGH.  A STANDARD
 HC0126'DISK, STAMPED J 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0126'THE TOWN OF GREENVILLE HAS BEEN MOVED FROM ITS 1934 LOCATION AND
 HC0126'IS NOW 2.3 MILES NORTH OF ITS FORMER SITE.
 HC0126
 HC0126                          STATION RECOVERY (2002)
 HC0126
 HC0126'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0263 ***********************************************************************
 HD0263  DESIGNATION -  J 6
 HD0263  PID         -  HD0263
 HD0263  STATE/COUNTY-  MO/WEBSTER
 HD0263  USGS QUAD   -  SEYMOUR (1982)
 HD0263
 HD0263                         *CURRENT SURVEY CONTROL
 HD0263  ___________________________________________________________________
 HD0263* NAD 83(1986)-  37 10 14.     (N)    092 51 07.     (W)     SCALED    
 HD0263* NAVD 88     -       503.346  (meters)    1651.39   (feet)  ADJUSTED  
 HD0263  ___________________________________________________________________
 HD0263  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HD0263  DYNAMIC HT  -         502.935 (meters)    1650.05  (feet)  COMP
 HD0263  MODELED GRAV-     979,799.1   (mgal)                       NAVD 88
 HD0263
 HD0263  VERT ORDER  -  FIRST     CLASS II
 HD0263
 HD0263.The horizontal coordinates were scaled from a topographic map and have
 HD0263.an estimated accuracy of +/- 6 seconds.
 HD0263
 HD0263.The orthometric height was determined by differential leveling
 HD0263.and adjusted by the National Geodetic Survey in June 1991..
 HD0263.WARNING-Repeat measurements at this control monument indicate possible
 HD0263.vertical movement.
 HD0263
 HD0263.The geoid height was determined by GEOID03.
 HD0263
 HD0263.The dynamic height is computed by dividing the NAVD 88
 HD0263.geopotential number by the normal gravity value computed on the
 HD0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0263.degrees latitude (g = 980.6199 gals.).
 HD0263
 HD0263.The modeled gravity was interpolated from observed gravity values.
 HD0263
 HD0263;                    North         East    Units  Estimated Accuracy
 HD0263;SPC MO C     -   148,440.      468,750.      MT  (+/- 180 meters Scaled)
 HD0263
 HD0263                          SUPERSEDED SURVEY CONTROL
 HD0263
 HD0263  NGVD 29 (10/05/93)  503.184  (m)         1650.86   (f) ADJUSTED    1 2
 HD0263
 HD0263.Superseded values are not recommended for survey control.
 HD0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0263.See file dsdata.txt to determine how the superseded data were derived.
 HD0263
 HD0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB131138(NAD 83)
 HD0263_MARKER: DB = BENCH MARK DISK
 HD0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0263_SP_SET: CONCRETE POST
 HD0263_STAMPING: J 6 1928 1650.938
 HD0263_MARK LOGO: CGS   
 HD0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0263+STABILITY: SURFACE MOTION
 HD0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0263+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1989
 HD0263
 HD0263  HISTORY     - Date     Condition        Report By
 HD0263  HISTORY     - 1928     MONUMENTED       CGS
 HD0263  HISTORY     - 1934     POOR             NGS
 HD0263  HISTORY     - 1977     GOOD             NGS
 HD0263  HISTORY     - 1977     GOOD             NGS
 HD0263  HISTORY     - 19891002 GOOD             NGS
 HD0263
 HD0263                          STATION DESCRIPTION
 HD0263
 HD0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0263'AT DIGGINS.
 HD0263'AT DIGGINS, WEBSTER COUNTY, ON THE ST. LOUIS SAN FRANCISCO
 HD0263'RAILWAY, 110 YARDS EAST OF THE STATION, 39 FEET NORTH OF THE
 HD0263'CENTERLINE OF THE MAIN TRACK, 40 FEET SOUTH OF THE CENTERLINE
 HD0263'OF U.S. HIGHWAY 60, 44 FEET EAST OF POLE 231-23, AND 21-1/2
 HD0263'FEET SOUTHEAST OF A POLE IN A SECONDARY LINE OF POLES.  A
 HD0263'STANDARD DISK, STAMPED 1650.938 J 6 1928 AND SET IN THE TOP OF
 HD0263'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE
 HD0263'TOP OF THIS MARK HAS BEEN SCRAPED BY THE BLADE OF A ROAD GRADER
 HD0263'AND THE NUMBER 6 WAS GONE.
 HD0263
 HD0263                          STATION RECOVERY (1977)
 HD0263
 HD0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0263'RECOVERED IN GOOD CONDITION.
 HD0263
 HD0263                          STATION RECOVERY (1977)
 HD0263
 HD0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0263'RECOVERED IN GOOD CONDITION.
 HD0263
 HD0263                          STATION RECOVERY (1989)
 HD0263
 HD0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0263'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.1 KM
 HD0263'(0.05 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH
 HD0263'COUNTY ROAD NN IN DIGGINS, 13.2 M (43.3 FT) SOUTH OF THE CENTERLINE
 HD0263'OF THE EASTBOUND LANES OF THE HIGHWAY, 11.0 M (36.1 FT) NORTH OF THE
 HD0263'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 0.3 M (1.0 FT) ABOVE
 HD0263'THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND
 HD0263'IN A CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 HD0263'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0656 ***********************************************************************
 HE0656  DESIGNATION -  J 6 B 1
 HE0656  PID         -  HE0656
 HE0656  STATE/COUNTY-  MO/ST CLAIR
 HE0656  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0656
 HE0656                         *CURRENT SURVEY CONTROL
 HE0656  ___________________________________________________________________
 HE0656* NAD 83(1986)-  37 59 18.     (N)    094 02 13.     (W)     SCALED    
 HE0656* NAVD 88     -       246.351  (meters)     808.24   (feet)  ADJUSTED  
 HE0656  ___________________________________________________________________
 HE0656  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HE0656  DYNAMIC HT  -         246.170 (meters)     807.64  (feet)  COMP
 HE0656  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 HE0656
 HE0656  VERT ORDER  -  SECOND    CLASS 0
 HE0656
 HE0656.The horizontal coordinates were scaled from a topographic map and have
 HE0656.an estimated accuracy of +/- 6 seconds.
 HE0656
 HE0656.The orthometric height was determined by differential leveling
 HE0656.and adjusted by the National Geodetic Survey in June 1991..
 HE0656
 HE0656.The geoid height was determined by GEOID03.
 HE0656
 HE0656.The dynamic height is computed by dividing the NAVD 88
 HE0656.geopotential number by the normal gravity value computed on the
 HE0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0656.degrees latitude (g = 980.6199 gals.).
 HE0656
 HE0656.The modeled gravity was interpolated from observed gravity values.
 HE0656
 HE0656;                    North         East    Units  Estimated Accuracy
 HE0656;SPC MO W     -   202,260.      890,680.      MT  (+/- 180 meters Scaled)
 HE0656
 HE0656                          SUPERSEDED SURVEY CONTROL
 HE0656
 HE0656  NGVD 29 (??/??/92)  246.25   (m)          807.9    (f) COMPUTED    2 0
 HE0656
 HE0656.Superseded values are not recommended for survey control.
 HE0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0656.See file dsdata.txt to determine how the superseded data were derived.
 HE0656
 HE0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC089050(NAD 83)
 HE0656_MARKER: DZ = AZIMUTH MARK DISK
 HE0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0656+STABILITY: SURFACE MOTION
 HE0656
 HE0656  HISTORY     - Date     Condition        Report By
 HE0656  HISTORY     - UNK      MONUMENTED       USAF
 HE0656  HISTORY     - 1962     GOOD             NGS
 HE0656
 HE0656                          STATION DESCRIPTION
 HE0656
 HE0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HE0656'4.1 MI SW FROM TABERVILLE.
 HE0656'ABOUT 0.35 MILE SOUTH ALONG COUNTY ROAD H FROM THE NORTH END
 HE0656'OF THE HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE, THENCE
 HE0656'2.45 MILES WEST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG
 HE0656'A DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE
 HE0656'0.1 MILE NORTH ALONG A FIELD ROAD, 9 FEET EAST OF A FENCE AND
 HE0656'A ROW OF THORN TREES, AND THE TOP SURFACE OVER THE CENTER HOLE
 HE0656'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 HE0656'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0657 ***********************************************************************
 HE0657  DESIGNATION -  J 6 B 2
 HE0657  PID         -  HE0657
 HE0657  STATE/COUNTY-  MO/ST CLAIR
 HE0657  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0657
 HE0657                         *CURRENT SURVEY CONTROL
 HE0657  ___________________________________________________________________
 HE0657* NAD 83(1986)-  37 59 17.     (N)    094 01 56.     (W)     SCALED    
 HE0657* NAVD 88     -       240.433  (meters)     788.82   (feet)  ADJUSTED  
 HE0657  ___________________________________________________________________
 HE0657  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HE0657  DYNAMIC HT  -         240.256 (meters)     788.24  (feet)  COMP
 HE0657  MODELED GRAV-     979,889.0   (mgal)                       NAVD 88
 HE0657
 HE0657  VERT ORDER  -  SECOND    CLASS 0
 HE0657
 HE0657.The horizontal coordinates were scaled from a topographic map and have
 HE0657.an estimated accuracy of +/- 6 seconds.
 HE0657
 HE0657.The orthometric height was determined by differential leveling
 HE0657.and adjusted by the National Geodetic Survey in June 1991..
 HE0657
 HE0657.The geoid height was determined by GEOID03.
 HE0657
 HE0657.The dynamic height is computed by dividing the NAVD 88
 HE0657.geopotential number by the normal gravity value computed on the
 HE0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0657.degrees latitude (g = 980.6199 gals.).
 HE0657
 HE0657.The modeled gravity was interpolated from observed gravity values.
 HE0657
 HE0657;                    North         East    Units  Estimated Accuracy
 HE0657;SPC MO W     -   202,230.      891,090.      MT  (+/- 180 meters Scaled)
 HE0657
 HE0657                          SUPERSEDED SURVEY CONTROL
 HE0657
 HE0657  NGVD 29 (??/??/92)  240.33   (m)          788.5    (f) COMPUTED    2 0
 HE0657
 HE0657.Superseded values are not recommended for survey control.
 HE0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0657.See file dsdata.txt to determine how the superseded data were derived.
 HE0657
 HE0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC093049(NAD 83)
 HE0657_MARKER: DZ = AZIMUTH MARK DISK
 HE0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0657+STABILITY: SURFACE MOTION
 HE0657
 HE0657  HISTORY     - Date     Condition        Report By
 HE0657  HISTORY     - UNK      MONUMENTED       USAF
 HE0657  HISTORY     - 1962     GOOD             NGS
 HE0657
 HE0657                          STATION DESCRIPTION
 HE0657
 HE0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HE0657'4.4 MI SW FROM TABERVILLE.
 HE0657'ABOUT 0.35 MILE SOUTH ALONG COUNTY ROAD H FROM THE NORTH END
 HE0657'OF THE HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE, THENCE
 HE0657'2.45 MILES WEST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG
 HE0657'A DIRT ROAD, THENCE 0.5 MILE EAST ALONG A DIRT AND GRAVELED
 HE0657'ROAD, THENCE 0.1 MILE NORTH ALONG A FIELD ROAD BETWEEN A FIELD
 HE0657'AND A WOODED AREA, IN SECTION 8, T 37 N, R 28 W, 16 FEET WEST
 HE0657'OF THE WOODED AREA, AND THE TOP SURFACE OVER THE CENTER HOLE
 HE0657'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 HE0657'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0659 ***********************************************************************
 HE0659  DESIGNATION -  J 6 Z RM 1
 HE0659  PID         -  HE0659
 HE0659  STATE/COUNTY-  MO/ST CLAIR
 HE0659  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0659
 HE0659                         *CURRENT SURVEY CONTROL
 HE0659  ___________________________________________________________________
 HE0659* NAD 83(1986)-  37 58 57.     (N)    094 02 10.     (W)     SCALED    
 HE0659* NAVD 88     -       250.629  (meters)     822.27   (feet)  ADJUSTED  
 HE0659  ___________________________________________________________________
 HE0659  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HE0659  DYNAMIC HT  -         250.445 (meters)     821.67  (feet)  COMP
 HE0659  MODELED GRAV-     979,888.6   (mgal)                       NAVD 88
 HE0659
 HE0659  VERT ORDER  -  SECOND    CLASS 0
 HE0659
 HE0659.The horizontal coordinates were scaled from a topographic map and have
 HE0659.an estimated accuracy of +/- 6 seconds.
 HE0659
 HE0659.The orthometric height was determined by differential leveling
 HE0659.and adjusted by the National Geodetic Survey in June 1991..
 HE0659
 HE0659.The geoid height was determined by GEOID03.
 HE0659
 HE0659.The dynamic height is computed by dividing the NAVD 88
 HE0659.geopotential number by the normal gravity value computed on the
 HE0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0659.degrees latitude (g = 980.6199 gals.).
 HE0659
 HE0659.The modeled gravity was interpolated from observed gravity values.
 HE0659
 HE0659;                    North         East    Units  Estimated Accuracy
 HE0659;SPC MO W     -   201,610.      890,750.      MT  (+/- 180 meters Scaled)
 HE0659
 HE0659                          SUPERSEDED SURVEY CONTROL
 HE0659
 HE0659  NGVD 29 (??/??/92)  250.53   (m)          821.9    (f) COMPUTED    2 0
 HE0659
 HE0659.Superseded values are not recommended for survey control.
 HE0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0659.See file dsdata.txt to determine how the superseded data were derived.
 HE0659
 HE0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC090043(NAD 83)
 HE0659_MARKER: DB = BENCH MARK DISK
 HE0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0659_STAMPING: J 6 Z NO 1 1962
 HE0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0659+STABILITY: SURFACE MOTION
 HE0659
 HE0659  HISTORY     - Date     Condition        Report By
 HE0659  HISTORY     - 1962     MONUMENTED       CGS
 HE0659
 HE0659                          STATION DESCRIPTION
 HE0659
 HE0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HE0659'4.6 MI SW FROM TABERVILLE.
 HE0659'ABOUT 0.35 MILE SOUTH ALONG COUNTY ROAD H FROM THE NORTH END
 HE0659'OF THE HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE, THENCE
 HE0659'2.45 MILES WEST ALONG A DIRT ROAD, THENCE 1.45 MILES SOUTH
 HE0659'ALONG A DIRT AND GRAVELED ROAD, THENCE THROUGH A GATE AND 0.25
 HE0659'MILE NORTHEAST ALONG A FIELD ROAD, THENCE 0.05 MILE EAST ALONG
 HE0659'THE SOUTH SIDE OF A FENCE TO THE NORTHEAST CORNER OF A PASTURE,
 HE0659'IN SECTION 17, T 37 N, R 28 W, 0.1 MILE SOUTH OF A FARMHOUSE,
 HE0659'84.7 FEET SOUTH-SOUTHEAST OF J 6 Z 1962, 1 FOOT WEST OF A
 HE0659'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HE0659'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0660 ***********************************************************************
 HE0660  DESIGNATION -  J 6 Z RM 2
 HE0660  PID         -  HE0660
 HE0660  STATE/COUNTY-  MO/ST CLAIR
 HE0660  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0660
 HE0660                         *CURRENT SURVEY CONTROL
 HE0660  ___________________________________________________________________
 HE0660* NAD 83(1986)-  37 58 59.     (N)    094 02 13.     (W)     SCALED    
 HE0660* NAVD 88     -       250.104  (meters)     820.55   (feet)  ADJUSTED  
 HE0660  ___________________________________________________________________
 HE0660  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HE0660  DYNAMIC HT  -         249.920 (meters)     819.95  (feet)  COMP
 HE0660  MODELED GRAV-     979,888.7   (mgal)                       NAVD 88
 HE0660
 HE0660  VERT ORDER  -  SECOND    CLASS 0
 HE0660
 HE0660.The horizontal coordinates were scaled from a topographic map and have
 HE0660.an estimated accuracy of +/- 6 seconds.
 HE0660
 HE0660.The orthometric height was determined by differential leveling
 HE0660.and adjusted by the National Geodetic Survey in June 1991..
 HE0660
 HE0660.The geoid height was determined by GEOID03.
 HE0660
 HE0660.The dynamic height is computed by dividing the NAVD 88
 HE0660.geopotential number by the normal gravity value computed on the
 HE0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0660.degrees latitude (g = 980.6199 gals.).
 HE0660
 HE0660.The modeled gravity was interpolated from observed gravity values.
 HE0660
 HE0660;                    North         East    Units  Estimated Accuracy
 HE0660;SPC MO W     -   201,670.      890,680.      MT  (+/- 180 meters Scaled)
 HE0660
 HE0660                          SUPERSEDED SURVEY CONTROL
 HE0660
 HE0660  NGVD 29 (??/??/92)  250.00   (m)          820.2    (f) COMPUTED    2 0
 HE0660
 HE0660.Superseded values are not recommended for survey control.
 HE0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0660.See file dsdata.txt to determine how the superseded data were derived.
 HE0660
 HE0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC089044(NAD 83)
 HE0660_MARKER: DR = REFERENCE MARK DISK
 HE0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0660_STAMPING: J 6 Z NO 2 1962
 HE0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0660+STABILITY: SURFACE MOTION
 HE0660
 HE0660  HISTORY     - Date     Condition        Report By
 HE0660  HISTORY     - 1962     MONUMENTED       CGS
 HE0660
 HE0660                          STATION DESCRIPTION
 HE0660
 HE0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HE0660'4.6 MI SW FROM TABERVILLE.
 HE0660'ABOUT 0.35 MILE SOUTH ALONG COUNTY ROAD H FROM THE NORTH END
 HE0660'OF THE HIGHWAY BRIDGE OVER THE OSAGE RIVER AT TABERVILLE, THENCE
 HE0660'2.45 MILES WEST ALONG A DIRT ROAD, THENCE 1.45 MILES SOUTH ALONG
 HE0660'A DIRT AND GRAVELED ROAD, THENCE THROUGH A GATE AND 0.25 MILE
 HE0660'NORTHEAST ALONG A FIELD ROAD, THENCE 0.05 MILE EAST ALONG THE
 HE0660'SOUTH SIDE OF A FENCE TO THE NORTHEAST CORNER OF A PASTURE,
 HE0660'IN SECTION 17, T 37 N, R 28 W, 1 FOOT SOUTH OF A FENCE, 87.8
 HE0660'FEET WEST OF J 6 Z 1962, AND SET IN THE TOP OF A CONCRETE POST
 HE0660'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0591 ***********************************************************************
 GF0591  DESIGNATION -  J 60
 GF0591  PID         -  GF0591
 GF0591  STATE/COUNTY-  MO/STONE
 GF0591  USGS QUAD   -  CRANE (1974)
 GF0591
 GF0591                         *CURRENT SURVEY CONTROL
 GF0591  ___________________________________________________________________
 GF0591* NAD 83(1986)-  36 56 38.     (N)    093 37 08.     (W)     SCALED    
 GF0591* NAVD 88     -       374.521  (meters)    1228.74   (feet)  ADJUSTED  
 GF0591  ___________________________________________________________________
 GF0591  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GF0591  DYNAMIC HT  -         374.201 (meters)    1227.69  (feet)  COMP
 GF0591  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 GF0591
 GF0591  VERT ORDER  -  SECOND    CLASS 0
 GF0591
 GF0591.The horizontal coordinates were scaled from a topographic map and have
 GF0591.an estimated accuracy of +/- 6 seconds.
 GF0591
 GF0591.The orthometric height was determined by differential leveling
 GF0591.and adjusted by the National Geodetic Survey in June 1991..
 GF0591
 GF0591.The geoid height was determined by GEOID03.
 GF0591
 GF0591.The dynamic height is computed by dividing the NAVD 88
 GF0591.geopotential number by the normal gravity value computed on the
 GF0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0591.degrees latitude (g = 980.6199 gals.).
 GF0591
 GF0591.The modeled gravity was interpolated from observed gravity values.
 GF0591
 GF0591;                    North         East    Units  Estimated Accuracy
 GF0591;SPC MO C     -   123,810.      400,340.      MT  (+/- 180 meters Scaled)
 GF0591
 GF0591                          SUPERSEDED SURVEY CONTROL
 GF0591
 GF0591  NGVD 29 (??/??/92)  374.366  (m)         1228.23   (f) ADJ UNCH    2 0
 GF0591
 GF0591.Superseded values are not recommended for survey control.
 GF0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0591.See file dsdata.txt to determine how the superseded data were derived.
 GF0591
 GF0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA448888(NAD 83)
 GF0591_MARKER: DB = BENCH MARK DISK
 GF0591_SETTING: 66 = SET IN ROCK OUTCROP
 GF0591_SP_SET: ROCK LEDGE
 GF0591_STAMPING: J 60 1934
 GF0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0591+STABILITY: POSITION/ELEVATION WELL
 GF0591
 GF0591  HISTORY     - Date     Condition        Report By
 GF0591  HISTORY     - 1934     MONUMENTED       CGS
 GF0591
 GF0591                          STATION DESCRIPTION
 GF0591
 GF0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0591'3.8 MI W FROM CRANE.
 GF0591'3.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GF0591'STATION AT CRANE, STONE COUNTY, 77 FEET WEST OF POLE 481+20,
 GF0591'60 FEET NORTHWEST OF THE SOUTH END OF A CUT, 21 FEET SOUTHWEST
 GF0591'OF THE CENTERLINE OF THE TRACK, IN THE TOP OF THE LEDGE OF A
 GF0591'LIMESTONE FORMATION, AND 2.5 FEET HIGHER THAN THE TRACK.  A
 GF0591'STANDARD DISK, STAMPED J 60 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0232 ***********************************************************************
 GF0232  DESIGNATION -  J 61
 GF0232  PID         -  GF0232
 GF0232  STATE/COUNTY-  MO/TANEY
 GF0232  USGS QUAD   -  BRANSON (1989)
 GF0232
 GF0232                         *CURRENT SURVEY CONTROL
 GF0232  ___________________________________________________________________
 GF0232* NAD 83(1986)-  36 38 37.     (N)    093 13 01.     (W)     SCALED    
 GF0232* NAVD 88     -       232.464  (meters)     762.68   (feet)  ADJUSTED  
 GF0232  ___________________________________________________________________
 GF0232  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GF0232  DYNAMIC HT  -         232.268 (meters)     762.03  (feet)  COMP
 GF0232  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 GF0232
 GF0232  VERT ORDER  -  SECOND    CLASS 0
 GF0232
 GF0232.The horizontal coordinates were scaled from a topographic map and have
 GF0232.an estimated accuracy of +/- 6 seconds.
 GF0232
 GF0232.The orthometric height was determined by differential leveling
 GF0232.and adjusted by the National Geodetic Survey in June 1991..
 GF0232
 GF0232.The geoid height was determined by GEOID03.
 GF0232
 GF0232.The dynamic height is computed by dividing the NAVD 88
 GF0232.geopotential number by the normal gravity value computed on the
 GF0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0232.degrees latitude (g = 980.6199 gals.).
 GF0232
 GF0232.The modeled gravity was interpolated from observed gravity values.
 GF0232
 GF0232;                    North         East    Units  Estimated Accuracy
 GF0232;SPC MO C     -    90,150.      435,890.      MT  (+/- 180 meters Scaled)
 GF0232
 GF0232                          SUPERSEDED SURVEY CONTROL
 GF0232
 GF0232  NGVD 29 (??/??/92)  232.339  (m)          762.27   (f) ADJ UNCH    2 0
 GF0232
 GF0232.Superseded values are not recommended for survey control.
 GF0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0232.See file dsdata.txt to determine how the superseded data were derived.
 GF0232
 GF0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA806553(NAD 83)
 GF0232_MARKER: DB = BENCH MARK DISK
 GF0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0232_SP_SET: BUILDING
 GF0232_STAMPING: J 61 1934
 GF0232_MARK LOGO: CGS   
 GF0232_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0232+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 GF0232
 GF0232  HISTORY     - Date     Condition        Report By
 GF0232  HISTORY     - 1934     MONUMENTED       CGS
 GF0232  HISTORY     - 1972     GOOD             LOCENG
 GF0232  HISTORY     - 19921202 GOOD             LOCENG
 GF0232  HISTORY     - 20040830 GOOD             USPSQD
 GF0232
 GF0232                          STATION DESCRIPTION
 GF0232
 GF0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0232'AT BRANSON.
 GF0232'AT BRANSON, TANEY COUNTY, ON COMMERCIAL STREET, IN THE EAST
 GF0232'FACE OF THE BRICK POST OFFICE BUILDING OWNED BY ALBERT CORNELL,
 GF0232'10.5 FEET NORTH OF THE CENTERLINE OF THE ENTRANCE, AND ABOUT 4.3
 GF0232'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED J 61 1934 AND
 GF0232'SET VERTICALLY.
 GF0232
 GF0232                          STATION RECOVERY (1972)
 GF0232
 GF0232'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 GF0232'RECOVERED IN GOOD CONDITION.
 GF0232
 GF0232                          STATION RECOVERY (1992)
 GF0232
 GF0232'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (ML)
 GF0232'THE STATION WAS RECOVERED IN GOOD CONDITION. THE BUILDING IS NOW A
 GF0232'REALITY COMPANY. IY IS LOCATED BETWEEN 109 AND 111 COMMERCIAL STREET
 GF0232'IN THE OLD TOWN OF BRANSON.
 GF0232
 GF0232                          STATION RECOVERY (2004)
 GF0232
 GF0232'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 GF0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0166 ***********************************************************************
 GF0166  DESIGNATION -  J 62
 GF0166  PID         -  GF0166
 GF0166  STATE/COUNTY-  MO/TANEY
 GF0166  USGS QUAD   -  BROWNBRANCH (1982)
 GF0166
 GF0166                         *CURRENT SURVEY CONTROL
 GF0166  ___________________________________________________________________
 GF0166* NAD 83(1986)-  36 46 55.     (N)    092 51 38.     (W)     SCALED    
 GF0166* NAVD 88     -       316.736  (meters)    1039.16   (feet)  ADJUSTED  
 GF0166  ___________________________________________________________________
 GF0166  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GF0166  DYNAMIC HT  -         316.473 (meters)    1038.30  (feet)  COMP
 GF0166  MODELED GRAV-     979,792.4   (mgal)                       NAVD 88
 GF0166
 GF0166  VERT ORDER  -  SECOND    CLASS 0
 GF0166
 GF0166.The horizontal coordinates were scaled from a topographic map and have
 GF0166.an estimated accuracy of +/- 6 seconds.
 GF0166
 GF0166.The orthometric height was determined by differential leveling
 GF0166.and adjusted by the National Geodetic Survey in June 1991..
 GF0166
 GF0166.The geoid height was determined by GEOID03.
 GF0166
 GF0166.The dynamic height is computed by dividing the NAVD 88
 GF0166.geopotential number by the normal gravity value computed on the
 GF0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0166.degrees latitude (g = 980.6199 gals.).
 GF0166
 GF0166.The modeled gravity was interpolated from observed gravity values.
 GF0166
 GF0166;                    North         East    Units  Estimated Accuracy
 GF0166;SPC MO C     -   105,320.      467,820.      MT  (+/- 180 meters Scaled)
 GF0166
 GF0166                          SUPERSEDED SURVEY CONTROL
 GF0166
 GF0166  NGVD 29 (??/??/92)  316.602  (m)         1038.72   (f) ADJ UNCH    2 0
 GF0166
 GF0166.Superseded values are not recommended for survey control.
 GF0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0166.See file dsdata.txt to determine how the superseded data were derived.
 GF0166
 GF0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA124706(NAD 83)
 GF0166_MARKER: DB = BENCH MARK DISK
 GF0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0166_STAMPING: J 62 1934
 GF0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0166+STABILITY: SURFACE MOTION
 GF0166
 GF0166  HISTORY     - Date     Condition        Report By
 GF0166  HISTORY     - 1934     MONUMENTED       CGS
 GF0166  HISTORY     - 1978     MARK NOT FOUND   USGS
 GF0166
 GF0166                          STATION DESCRIPTION
 GF0166
 GF0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0166'3.6 MI NE FROM BRADLEYVILLE.
 GF0166'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 76 FROM THE JUNCTION
 GF0166'WITH COUNTY HIGHWAY A AT BRADLEYVILLE, TANEY COUNTY, 240 FEET
 GF0166'WEST OF THE TOP OF A KNOLL AT A CURVE, 33.5 FEET NORTH OF THE
 GF0166'CENTERLINE OF THE HIGHWAY, IN LINE WITH A ROW OF POLES, AND 6.4 FEET
 GF0166'EAST OF A POLE AT A TURN IN THE ROW OF POLES.  A STANDARD DISK,
 GF0166'STAMPED J 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GF0166
 GF0166                          STATION RECOVERY (1978)
 GF0166
 GF0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GF0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0187 ***********************************************************************
 GF0187  DESIGNATION -  J 63
 GF0187  PID         -  GF0187
 GF0187  STATE/COUNTY-  MO/DOUGLAS
 GF0187  USGS QUAD   -  AVA (1982)
 GF0187
 GF0187                         *CURRENT SURVEY CONTROL
 GF0187  ___________________________________________________________________
 GF0187* NAD 83(1986)-  36 56 08.     (N)    092 39 38.     (W)     SCALED    
 GF0187* NAVD 88     -       378.405  (meters)    1241.48   (feet)  ADJUSTED  
 GF0187  ___________________________________________________________________
 GF0187  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GF0187  DYNAMIC HT  -         378.091 (meters)    1240.45  (feet)  COMP
 GF0187  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 GF0187
 GF0187  VERT ORDER  -  SECOND    CLASS 0
 GF0187
 GF0187.The horizontal coordinates were scaled from a topographic map and have
 GF0187.an estimated accuracy of +/- 6 seconds.
 GF0187
 GF0187.The orthometric height was determined by differential leveling
 GF0187.and adjusted by the National Geodetic Survey in June 1991..
 GF0187
 GF0187.The geoid height was determined by GEOID03.
 GF0187
 GF0187.The dynamic height is computed by dividing the NAVD 88
 GF0187.geopotential number by the normal gravity value computed on the
 GF0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0187.degrees latitude (g = 980.6199 gals.).
 GF0187
 GF0187.The modeled gravity was interpolated from observed gravity values.
 GF0187
 GF0187;                    North         East    Units  Estimated Accuracy
 GF0187;SPC MO C     -   122,310.      485,700.      MT  (+/- 180 meters Scaled)
 GF0187
 GF0187                          SUPERSEDED SURVEY CONTROL
 GF0187
 GF0187  NGVD 29 (??/??/92)  378.26   (m)         1241.0    (f) COMPUTED    2 0
 GF0187
 GF0187.Superseded values are not recommended for survey control.
 GF0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0187.See file dsdata.txt to determine how the superseded data were derived.
 GF0187
 GF0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA302877(NAD 83)
 GF0187_MARKER: DB = BENCH MARK DISK
 GF0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0187_SP_SET: CULVERT
 GF0187_STAMPING: J-63 1934
 GF0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0187
 GF0187  HISTORY     - Date     Condition        Report By
 GF0187  HISTORY     - 1934     MONUMENTED       CGS
 GF0187
 GF0187                          STATION DESCRIPTION
 GF0187
 GF0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0187'1.2 MI S FROM AVA.
 GF0187'ABOUT 0.1 MILE SOUTHEAST OF JCT. OF ST. HWYS. 78 AND 5, AT
 GF0187'CONCRETE BOX CULVERT, IN TOP OF THE WEST END OF THE NORTH
 GF0187'HEADWALL OF CULVERT, 12 FEET NORTHEAST OF HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0188 ***********************************************************************
 GF0188  DESIGNATION -  J 63 RESET
 GF0188  PID         -  GF0188
 GF0188  STATE/COUNTY-  MO/DOUGLAS
 GF0188  USGS QUAD   -  AVA (1982)
 GF0188
 GF0188                         *CURRENT SURVEY CONTROL
 GF0188  ___________________________________________________________________
 GF0188* NAD 83(1986)-  36 56 08.     (N)    092 39 38.     (W)     SCALED    
 GF0188* NAVD 88     -       378.43   (meters)    1241.6    (feet)  RESET     
 GF0188  ___________________________________________________________________
 GF0188  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GF0188
 GF0188  VERT ORDER  -  THIRD
 GF0188
 GF0188.The horizontal coordinates were scaled from a topographic map and have
 GF0188.an estimated accuracy of +/- 6 seconds.
 GF0188
 GF0188.The orthometric height was computed from unverified reset data.
 GF0188
 GF0188.The geoid height was determined by GEOID03.
 GF0188
 GF0188;                    North         East    Units  Estimated Accuracy
 GF0188;SPC MO C     -   122,310.      485,700.      MT  (+/- 180 meters Scaled)
 GF0188
 GF0188                          SUPERSEDED SURVEY CONTROL
 GF0188
 GF0188  NGVD 29 (??/??/??)  378.28   (m)         1241.1    (f) RESET       3  
 GF0188
 GF0188.Superseded values are not recommended for survey control.
 GF0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0188.See file dsdata.txt to determine how the superseded data were derived.
 GF0188
 GF0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA302877(NAD 83)
 GF0188_MARKER: DB = BENCH MARK DISK
 GF0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0188_SP_SET: CULVERT
 GF0188_STAMPING: J 63 RESET 1960
 GF0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0188
 GF0188  HISTORY     - Date     Condition        Report By
 GF0188  HISTORY     - 1960     MONUMENTED       MOHC
 GF0188  HISTORY     - 1961     GOOD             NGS
 GF0188
 GF0188                          STATION DESCRIPTION
 GF0188
 GF0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GF0188'1.2 MI S FROM AVA.
 GF0188'THIS MARK IS LOCATED 1.2 MILES SOUTH ALONG STATE HIGHWAY 5 FROM
 GF0188'THE COURTHOUSE AT AVA, 0.1 MILE SOUTHEAST OF THE JUNCTION WITH
 GF0188'STATE HIGHWAY 76, AT A CONCRETE BOX CULVERT, IN THE TOP OF THE
 GF0188'WEST END OF THE NORTH HEADWALL, AND 15 FEET NORTHEAST OF THE
 GF0188'CENTERLINE OF THE OUTER ROADWAY, AND 80 FEET NORTHEAST OF THE
 GF0188'CENTERLINE OF STATE HIGHWAY 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0712 ***********************************************************************
 HD0712  DESIGNATION -  J 64
 HD0712  PID         -  HD0712
 HD0712  STATE/COUNTY-  MO/CHRISTIAN
 HD0712  USGS QUAD   -  OZARK (1975)
 HD0712
 HD0712                         *CURRENT SURVEY CONTROL
 HD0712  ___________________________________________________________________
 HD0712* NAD 83(1986)-  37 04 07.     (N)    093 14 46.     (W)     SCALED    
 HD0712* NAVD 88     -       379.086  (meters)    1243.72   (feet)  ADJUSTED  
 HD0712  ___________________________________________________________________
 HD0712  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HD0712  DYNAMIC HT  -         378.776 (meters)    1242.70  (feet)  COMP
 HD0712  MODELED GRAV-     979,801.6   (mgal)                       NAVD 88
 HD0712
 HD0712  VERT ORDER  -  SECOND    CLASS 0
 HD0712
 HD0712.The horizontal coordinates were scaled from a topographic map and have
 HD0712.an estimated accuracy of +/- 6 seconds.
 HD0712
 HD0712.The orthometric height was determined by differential leveling
 HD0712.and adjusted by the National Geodetic Survey in June 1991..
 HD0712
 HD0712.The geoid height was determined by GEOID03.
 HD0712
 HD0712.The dynamic height is computed by dividing the NAVD 88
 HD0712.geopotential number by the normal gravity value computed on the
 HD0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0712.degrees latitude (g = 980.6199 gals.).
 HD0712
 HD0712.The modeled gravity was interpolated from observed gravity values.
 HD0712
 HD0712;                    North         East    Units  Estimated Accuracy
 HD0712;SPC MO C     -   137,330.      433,650.      MT  (+/- 180 meters Scaled)
 HD0712
 HD0712                          SUPERSEDED SURVEY CONTROL
 HD0712
 HD0712  NGVD 29 (??/??/92)  378.949  (m)         1243.27   (f) ADJ UNCH    2 0
 HD0712
 HD0712.Superseded values are not recommended for survey control.
 HD0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0712.See file dsdata.txt to determine how the superseded data were derived.
 HD0712
 HD0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB781025(NAD 83)
 HD0712_MARKER: DB = BENCH MARK DISK
 HD0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0712_STAMPING: J 64 1934
 HD0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0712+STABILITY: SURFACE MOTION
 HD0712
 HD0712  HISTORY     - Date     Condition        Report By
 HD0712  HISTORY     - 1934     MONUMENTED       CGS
 HD0712  HISTORY     - 1959     MARK NOT FOUND   NGS
 HD0712  HISTORY     - 20060307 MARK NOT FOUND   MODNR
 HD0712
 HD0712                          STATION DESCRIPTION
 HD0712
 HD0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HD0712'5.3 MI NW FROM OZARK.
 HD0712'5.3 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0712'FROM THE COURTHOUSE AT OZARK, CHRISTIAN COUNTY, AT CASSIDY, 190
 HD0712'FEET EAST OF THE CENTER OF A ROAD CROSSING, 100 FEET EAST OF THE
 HD0712'SOUTHEAST CORNER OF THE CATTLE LOADING PLATFORM, 41.2 FEET NORTHWEST
 HD0712'OF THE THIRD POLE SOUTHEAST OF MILEPOST 253, 47.7 FEET NORTH OF THE
 HD0712'CENTERLINE OF THE TRACK, 8 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER,
 HD0712'AND 2.3 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED J 64
 HD0712'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HD0712
 HD0712                          STATION RECOVERY (2006)
 HD0712
 HD0712'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (DDP)
 HD0712'MARKED NOT FOUND, AREA HAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0283 ***********************************************************************
 GF0283  DESIGNATION -  J 65
 GF0283  PID         -  GF0283
 GF0283  STATE/COUNTY-  MO/TANEY
 GF0283  USGS QUAD   -  DAY (1975)
 GF0283
 GF0283                         *CURRENT SURVEY CONTROL
 GF0283  ___________________________________________________________________
 GF0283* NAD 83(1986)-  36 45 32.     (N)    093 07 53.     (W)     SCALED    
 GF0283* NAVD 88     -       392.690  (meters)    1288.35   (feet)  ADJUSTED  
 GF0283  ___________________________________________________________________
 GF0283  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GF0283  DYNAMIC HT  -         392.355 (meters)    1287.25  (feet)  COMP
 GF0283  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 GF0283
 GF0283  VERT ORDER  -  SECOND    CLASS 0
 GF0283
 GF0283.The horizontal coordinates were scaled from a topographic map and have
 GF0283.an estimated accuracy of +/- 6 seconds.
 GF0283
 GF0283.The orthometric height was determined by differential leveling
 GF0283.and adjusted by the National Geodetic Survey in June 1991..
 GF0283
 GF0283.The geoid height was determined by GEOID03.
 GF0283
 GF0283.The dynamic height is computed by dividing the NAVD 88
 GF0283.geopotential number by the normal gravity value computed on the
 GF0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0283.degrees latitude (g = 980.6199 gals.).
 GF0283
 GF0283.The modeled gravity was interpolated from observed gravity values.
 GF0283
 GF0283;                    North         East    Units  Estimated Accuracy
 GF0283;SPC MO C     -   102,880.      443,630.      MT  (+/- 180 meters Scaled)
 GF0283
 GF0283                          SUPERSEDED SURVEY CONTROL
 GF0283
 GF0283  NGVD 29 (??/??/92)  392.55   (m)         1287.9    (f) COMPUTED    2 0
 GF0283
 GF0283.Superseded values are not recommended for survey control.
 GF0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0283.See file dsdata.txt to determine how the superseded data were derived.
 GF0283
 GF0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA882681(NAD 83)
 GF0283_MARKER: DB = BENCH MARK DISK
 GF0283_SETTING: 0 = UNSPECIFIED SETTING
 GF0283_STAMPING: J-65 1934
 GF0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0283
 GF0283  HISTORY     - Date     Condition        Report By
 GF0283  HISTORY     - 1934     MONUMENTED       CGS
 GF0283
 GF0283                          STATION DESCRIPTION
 GF0283
 GF0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0283'7.1 MI NW FROM FORSYTH.
 GF0283'ABOUT 0.6 MILE SOUTH OF HILLTOP SCHOOL, 140 FEET SOUTH OF
 GF0283'FENCE CORNER AT EAST SIDE OF ROAD AND AT A CURVE, 19.5 FEET EAST
 GF0283'OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0284 ***********************************************************************
 GF0284  DESIGNATION -  J 65 RESET
 GF0284  PID         -  GF0284
 GF0284  STATE/COUNTY-  MO/TANEY
 GF0284  USGS QUAD   -  DAY (1975)
 GF0284
 GF0284                         *CURRENT SURVEY CONTROL
 GF0284  ___________________________________________________________________
 GF0284* NAD 83(1986)-  36 45 32.     (N)    093 07 53.     (W)     SCALED    
 GF0284* NAVD 88     -       392.32   (meters)    1287.1    (feet)  RESET     
 GF0284  ___________________________________________________________________
 GF0284  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GF0284
 GF0284  VERT ORDER  -  THIRD
 GF0284
 GF0284.The horizontal coordinates were scaled from a topographic map and have
 GF0284.an estimated accuracy of +/- 6 seconds.
 GF0284
 GF0284.The orthometric height was computed from unverified reset data.
 GF0284
 GF0284.The geoid height was determined by GEOID03.
 GF0284
 GF0284;                    North         East    Units  Estimated Accuracy
 GF0284;SPC MO C     -   102,880.      443,630.      MT  (+/- 180 meters Scaled)
 GF0284
 GF0284                          SUPERSEDED SURVEY CONTROL
 GF0284
 GF0284  NGVD 29 (??/??/??)  392.19   (m)         1286.7    (f) RESET       3  
 GF0284
 GF0284.Superseded values are not recommended for survey control.
 GF0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0284.See file dsdata.txt to determine how the superseded data were derived.
 GF0284
 GF0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA882681(NAD 83)
 GF0284_MARKER: DB = BENCH MARK DISK
 GF0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0284_STAMPING: J 65 RESET 1956
 GF0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0284+STABILITY: SURFACE MOTION
 GF0284
 GF0284  HISTORY     - Date     Condition        Report By
 GF0284  HISTORY     - 1956     MONUMENTED       MOHC
 GF0284
 GF0284                          STATION DESCRIPTION
 GF0284
 GF0284'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1956
 GF0284'7.1 MI NW FROM FORSYTH.
 GF0284'7.1 MILES NORTHWEST ALONG THE PINE RIDGE ROAD FROM THE COUNTY
 GF0284'COURTHOUSE AT FORSYTH, TANEY COUNTY, 0.6 MILE SOUTH OF HILLTOP
 GF0284'SCHOOL, 140 FEET SOUTH OF A FENCE CORNER EAST OF THE ROAD, AT
 GF0284'A CURVE, AND AT THE EAST RIGHT-OF-WAY LINE.  A STANDARD DISK,
 GF0284'STAMPED J 65 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0697 ***********************************************************************
 GE0697  DESIGNATION -  J 66
 GE0697  PID         -  GE0697
 GE0697  STATE/COUNTY-  MO/HOWELL
 GE0697  USGS QUAD   -  WEST PLAINS (1983)
 GE0697
 GE0697                         *CURRENT SURVEY CONTROL
 GE0697  ___________________________________________________________________
 GE0697* NAD 83(1986)-  36 43 56.     (N)    091 51 06.     (W)     SCALED    
 GE0697* NAVD 88     -       302.262  (meters)     991.67   (feet)  ADJUSTED  
 GE0697  ___________________________________________________________________
 GE0697  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GE0697  DYNAMIC HT  -         302.006 (meters)     990.83  (feet)  COMP
 GE0697  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 GE0697
 GE0697  VERT ORDER  -  FIRST     CLASS II
 GE0697
 GE0697.The horizontal coordinates were scaled from a topographic map and have
 GE0697.an estimated accuracy of +/- 6 seconds.
 GE0697
 GE0697.The orthometric height was determined by differential leveling
 GE0697.and adjusted by the National Geodetic Survey in June 1991..
 GE0697
 GE0697.The geoid height was determined by GEOID03.
 GE0697
 GE0697.The dynamic height is computed by dividing the NAVD 88
 GE0697.geopotential number by the normal gravity value computed on the
 GE0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0697.degrees latitude (g = 980.6199 gals.).
 GE0697
 GE0697.The modeled gravity was interpolated from observed gravity values.
 GE0697
 GE0697;                    North         East    Units  Estimated Accuracy
 GE0697;SPC MO C     -    99,930.      557,910.      MT  (+/- 180 meters Scaled)
 GE0697
 GE0697                          SUPERSEDED SURVEY CONTROL
 GE0697
 GE0697  NGVD 29 (??/??/92)  302.108  (m)          991.17   (f) ADJ UNCH    1 2
 GE0697
 GE0697.Superseded values are not recommended for survey control.
 GE0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0697.See file dsdata.txt to determine how the superseded data were derived.
 GE0697
 GE0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA025657(NAD 83)
 GE0697_MARKER: DB = BENCH MARK DISK
 GE0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0697_SP_SET: BUILDING
 GE0697_STAMPING: J 66 1934
 GE0697_MARK LOGO: CGS   
 GE0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0697+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 GE0697
 GE0697  HISTORY     - Date     Condition        Report By
 GE0697  HISTORY     - 1934     MONUMENTED       CGS
 GE0697  HISTORY     - 19900904 GOOD             NGS
 GE0697  HISTORY     - 20040927 GOOD             INDIV
 GE0697
 GE0697                          STATION DESCRIPTION
 GE0697
 GE0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0697'AT WEST PLAINS.
 GE0697'AT WEST PLAINS, HOWELL COUNTY, AT THE SOUTHEAST CORNER OF THE
 GE0697'INTERSECTION OF EAST MAIN STREET AND WALNUT AVENUE, IN THE
 GE0697'NORTH FACE OF THE POST OFFICE BUILDING, 2.5 FEET WEST OF THE
 GE0697'NORTHEAST CORNER, AND 3.4 FEET ABOVE GROUND.  A STANDARD DISK,
 GE0697'STAMPED J 66 1934 AND SET VERTICALLY.
 GE0697
 GE0697                          STATION RECOVERY (1990)
 GE0697
 GE0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0697'IN WEST PLAINS , AT 204 EAST MAIN STREET, SET VERTICALLY IN THE NORTH
 GE0697'FACE OF THE WEST PLAINS PUBLIC LIBRARY AT 204 EAST MAIN STREET, 1.1 M
 GE0697'(3.6 FT) ABOVE THE GROUND SURFACE, AND 0.8 M (2.6 FT) WEST OF THE
 GE0697'NORTHEAST CORNER OF THE BUILDING.
 GE0697
 GE0697                          STATION RECOVERY (2004)
 GE0697
 GE0697'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TJS)
 GE0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF1024 ***********************************************************************
 GF1024  DESIGNATION -  J 67 RESET
 GF1024  PID         -  GF1024
 GF1024  STATE/COUNTY-  MO/OZARK
 GF1024  USGS QUAD   -  GAINESVILLE (1968)
 GF1024
 GF1024                         *CURRENT SURVEY CONTROL
 GF1024  ___________________________________________________________________
 GF1024* NAD 83(1986)-  36 36 05.     (N)    092 25 58.     (W)     SCALED    
 GF1024* NAVD 88     -       235.42   (meters)     772.4    (feet)  RESET     
 GF1024  ___________________________________________________________________
 GF1024  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GF1024
 GF1024  VERT ORDER  -  THIRD
 GF1024
 GF1024.The horizontal coordinates were scaled from a topographic map and have
 GF1024.an estimated accuracy of +/- 6 seconds.
 GF1024
 GF1024.The orthometric height was computed from unverified reset data.
 GF1024.No vertical observational check was made to the station.
 GF1024
 GF1024.The geoid height was determined by GEOID03.
 GF1024
 GF1024;                    North         East    Units  Estimated Accuracy
 GF1024;SPC MO C     -    85,220.      506,010.      MT  (+/- 180 meters Scaled)
 GF1024
 GF1024                          SUPERSEDED SURVEY CONTROL
 GF1024
 GF1024  NGVD 29 (02/22/06)  235.29   (m)          771.9    (f) RESET       3  
 GF1024
 GF1024.Superseded values are not recommended for survey control.
 GF1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1024.See file dsdata.txt to determine how the superseded data were derived.
 GF1024
 GF1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA507508(NAD 83)
 GF1024_MARKER: DB = BENCH MARK DISK
 GF1024_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GF1024_SP_SET: CURB
 GF1024_STAMPING: J 67 RESET 1975
 GF1024_MARK LOGO: NGS   
 GF1024_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF1024
 GF1024  HISTORY     - Date     Condition        Report By
 GF1024  HISTORY     - 1975     MONUMENTED       NGS
 GF1024
 GF1024                          STATION DESCRIPTION
 GF1024
 GF1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GF1024'0.5 MILE EAST ALONG STATE HIGHWAY 160 FROM THE TOWN SQUARE IN
 GF1024'GAINESVILLE, AT THE WEST END OF THE NEW CONCRETE BRIDGE OVER LICK
 GF1024'CREEK, IN THE TOP OF THE SOUTH CURB, 0.5 FOOT SOUTH OF THE GUARD
 GF1024'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0428 ***********************************************************************
 GE0428  DESIGNATION -  J 68
 GE0428  PID         -  GE0428
 GE0428  STATE/COUNTY-  MO/OREGON
 GE0428  USGS QUAD   -  MANY SPRINGS (1997)
 GE0428
 GE0428                         *CURRENT SURVEY CONTROL
 GE0428  ___________________________________________________________________
 GE0428* NAD 83(1986)-  36 39 46.     (N)    091 16 32.     (W)     SCALED    
 GE0428* NAVD 88     -       198.076  (meters)     649.85   (feet)  ADJUSTED  
 GE0428  ___________________________________________________________________
 GE0428  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GE0428  DYNAMIC HT  -         197.912 (meters)     649.32  (feet)  COMP
 GE0428  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 GE0428
 GE0428  VERT ORDER  -  SECOND    CLASS 0
 GE0428
 GE0428.The horizontal coordinates were scaled from a topographic map and have
 GE0428.an estimated accuracy of +/- 6 seconds.
 GE0428
 GE0428.The orthometric height was determined by differential leveling
 GE0428.and adjusted by the National Geodetic Survey in June 1991..
 GE0428
 GE0428.The geoid height was determined by GEOID03.
 GE0428
 GE0428.The dynamic height is computed by dividing the NAVD 88
 GE0428.geopotential number by the normal gravity value computed on the
 GE0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0428.degrees latitude (g = 980.6199 gals.).
 GE0428
 GE0428.The modeled gravity was interpolated from observed gravity values.
 GE0428
 GE0428;                    North         East    Units  Estimated Accuracy
 GE0428;SPC MO E     -    92,310.      180,670.      MT  (+/- 180 meters Scaled)
 GE0428
 GE0428                          SUPERSEDED SURVEY CONTROL
 GE0428
 GE0428  NGVD 29 (??/??/92)  197.965  (m)          649.49   (f) ADJ UNCH    2 0
 GE0428
 GE0428.Superseded values are not recommended for survey control.
 GE0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0428.See file dsdata.txt to determine how the superseded data were derived.
 GE0428
 GE0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA541588(NAD 83)
 GE0428_MARKER: DB = BENCH MARK DISK
 GE0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0428_SP_SET: BRIDGE
 GE0428_STAMPING: J 68 1934
 GE0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0428
 GE0428  HISTORY     - Date     Condition        Report By
 GE0428  HISTORY     - 1934     MONUMENTED       CGS
 GE0428
 GE0428                          STATION DESCRIPTION
 GE0428
 GE0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0428'5.1 MI W FROM RIVERTON.
 GE0428'5.1 MILES WEST ALONG STATE HIGHWAY 14 FROM BRIDGE K 272 OVER
 GE0428'ELEVEN POINTS RIVER AT RIVERTON, OREGON COUNTY, AT CONCRETE
 GE0428'BRIDGE 174, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 GE0428'GUARD RAIL, 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 GE0428'3.5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J
 GE0428'68 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0122 ***********************************************************************
 HE0122  DESIGNATION -  J 7 B 1
 HE0122  PID         -  HE0122
 HE0122  STATE/COUNTY-  MO/VERNON
 HE0122  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0122
 HE0122                         *CURRENT SURVEY CONTROL
 HE0122  ___________________________________________________________________
 HE0122* NAD 83(1986)-  37 58 53.     (N)    094 07 13.     (W)     SCALED    
 HE0122* NAVD 88     -       258.429  (meters)     847.86   (feet)  ADJUSTED  
 HE0122  ___________________________________________________________________
 HE0122  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HE0122  DYNAMIC HT  -         258.239 (meters)     847.24  (feet)  COMP
 HE0122  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 HE0122
 HE0122  VERT ORDER  -  SECOND    CLASS 0
 HE0122
 HE0122.The horizontal coordinates were scaled from a topographic map and have
 HE0122.an estimated accuracy of +/- 6 seconds.
 HE0122
 HE0122.The orthometric height was determined by differential leveling
 HE0122.and adjusted by the National Geodetic Survey in June 1991..
 HE0122
 HE0122.The geoid height was determined by GEOID03.
 HE0122
 HE0122.The dynamic height is computed by dividing the NAVD 88
 HE0122.geopotential number by the normal gravity value computed on the
 HE0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0122.degrees latitude (g = 980.6199 gals.).
 HE0122
 HE0122.The modeled gravity was interpolated from observed gravity values.
 HE0122
 HE0122;                    North         East    Units  Estimated Accuracy
 HE0122;SPC MO W     -   201,450.      883,360.      MT  (+/- 180 meters Scaled)
 HE0122
 HE0122                          SUPERSEDED SURVEY CONTROL
 HE0122
 HE0122  NGVD 29 (??/??/92)  258.33   (m)          847.5    (f) COMPUTED    2 0
 HE0122
 HE0122.Superseded values are not recommended for survey control.
 HE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0122.See file dsdata.txt to determine how the superseded data were derived.
 HE0122
 HE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC016043(NAD 83)
 HE0122_MARKER: Z = SEE DESCRIPTION
 HE0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0122_SP_SET: TRIBACH
 HE0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0122
 HE0122  HISTORY     - Date     Condition        Report By
 HE0122  HISTORY     - UNK      MONUMENTED       DOD
 HE0122  HISTORY     - 1963     GOOD             NGS
 HE0122
 HE0122                          STATION DESCRIPTION
 HE0122
 HE0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0122'2.8 MI NE FROM HARWOOD.
 HE0122'ABOUT 2.2 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 HE0122'RAILROAD FROM THE STATION AT HARWOOD, THENCE 0.65 MILE EAST
 HE0122'ALONG A GRAVELED ROAD, IN SECTION 16.  T 37 N, R 29 W, 300 FEET EAST
 HE0122'OF A FARM HOUSE, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HE0122'4 FEET SOUTH OF A FENCE, AND THE TOP SURFACE OVER THE CENTER
 HE0122'HOLE OF A METAL COVERD TRIBACH WHICH IS MOUNTED ON THE TOP OF
 HE0122'AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0123 ***********************************************************************
 HE0123  DESIGNATION -  J 7 B 2
 HE0123  PID         -  HE0123
 HE0123  STATE/COUNTY-  MO/VERNON
 HE0123  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0123
 HE0123                         *CURRENT SURVEY CONTROL
 HE0123  ___________________________________________________________________
 HE0123* NAD 83(1986)-  37 58 54.     (N)    094 06 57.     (W)     SCALED    
 HE0123* NAVD 88     -       249.050  (meters)     817.09   (feet)  ADJUSTED  
 HE0123  ___________________________________________________________________
 HE0123  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HE0123  DYNAMIC HT  -         248.868 (meters)     816.49  (feet)  COMP
 HE0123  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 HE0123
 HE0123  VERT ORDER  -  SECOND    CLASS 0
 HE0123
 HE0123.The horizontal coordinates were scaled from a topographic map and have
 HE0123.an estimated accuracy of +/- 6 seconds.
 HE0123
 HE0123.The orthometric height was determined by differential leveling
 HE0123.and adjusted by the National Geodetic Survey in June 1991..
 HE0123
 HE0123.The geoid height was determined by GEOID03.
 HE0123
 HE0123.The dynamic height is computed by dividing the NAVD 88
 HE0123.geopotential number by the normal gravity value computed on the
 HE0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0123.degrees latitude (g = 980.6199 gals.).
 HE0123
 HE0123.The modeled gravity was interpolated from observed gravity values.
 HE0123
 HE0123;                    North         East    Units  Estimated Accuracy
 HE0123;SPC MO W     -   201,490.      883,750.      MT  (+/- 180 meters Scaled)
 HE0123
 HE0123                          SUPERSEDED SURVEY CONTROL
 HE0123
 HE0123  NGVD 29 (??/??/92)  248.95   (m)          816.8    (f) COMPUTED    2 0
 HE0123
 HE0123.Superseded values are not recommended for survey control.
 HE0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0123.See file dsdata.txt to determine how the superseded data were derived.
 HE0123
 HE0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC020043(NAD 83)
 HE0123_MARKER: Z = SEE DESCRIPTION
 HE0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0123_SP_SET: TRIBRACH
 HE0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0123
 HE0123  HISTORY     - Date     Condition        Report By
 HE0123  HISTORY     - UNK      MONUMENTED       DOD
 HE0123  HISTORY     - 1963     GOOD             NGS
 HE0123
 HE0123                          STATION DESCRIPTION
 HE0123
 HE0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0123'3 MI NE FROM HARWOOD.
 HE0123'ABOUT 2.2 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 HE0123'RAILROAD FROM THE STATION AT HARWOOD, THENCE 0.85 MILE EAST
 HE0123'ALONG A GRAVELED ROAD, AT THE JUNCTION OF STATE ROAD AA IN
 HE0123'SECTION 16, T 37 N, R 29 W, 48 FEET WEST OF THE CENTER LINE OF
 HE0123'STATE ROAD AA, 42 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 HE0123'ROAD, 10 FEET SOUTHWEST OF A FENCE CORNER, AND THE TOP SURFACE
 HE0123'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 HE0123'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0125 ***********************************************************************
 HE0125  DESIGNATION -  J 7 Z
 HE0125  PID         -  HE0125
 HE0125  STATE/COUNTY-  MO/VERNON
 HE0125  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0125
 HE0125                         *CURRENT SURVEY CONTROL
 HE0125  ___________________________________________________________________
 HE0125* NAD 83(1986)-  37 58 36.     (N)    094 07 01.     (W)     SCALED    
 HE0125* NAVD 88     -       250.327  (meters)     821.28   (feet)  ADJUSTED  
 HE0125  ___________________________________________________________________
 HE0125  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HE0125  DYNAMIC HT  -         250.143 (meters)     820.68  (feet)  COMP
 HE0125  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 HE0125
 HE0125  VERT ORDER  -  SECOND    CLASS 0
 HE0125
 HE0125.The horizontal coordinates were scaled from a topographic map and have
 HE0125.an estimated accuracy of +/- 6 seconds.
 HE0125
 HE0125.The orthometric height was determined by differential leveling
 HE0125.and adjusted by the National Geodetic Survey in June 1991..
 HE0125
 HE0125.The geoid height was determined by GEOID03.
 HE0125
 HE0125.The dynamic height is computed by dividing the NAVD 88
 HE0125.geopotential number by the normal gravity value computed on the
 HE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0125.degrees latitude (g = 980.6199 gals.).
 HE0125
 HE0125.The modeled gravity was interpolated from observed gravity values.
 HE0125
 HE0125;                    North         East    Units  Estimated Accuracy
 HE0125;SPC MO W     -   200,930.      883,650.      MT  (+/- 180 meters Scaled)
 HE0125
 HE0125                          SUPERSEDED SURVEY CONTROL
 HE0125
 HE0125  NGVD 29 (??/??/92)  250.22   (m)          820.9    (f) COMPUTED    2 0
 HE0125
 HE0125.Superseded values are not recommended for survey control.
 HE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0125.See file dsdata.txt to determine how the superseded data were derived.
 HE0125
 HE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC019038(NAD 83)
 HE0125_MARKER: DS = TRIANGULATION STATION DISK
 HE0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0125_STAMPING: J 7 Z 1963
 HE0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0125+STABILITY: SURFACE MOTION
 HE0125
 HE0125  HISTORY     - Date     Condition        Report By
 HE0125  HISTORY     - 1963     MONUMENTED       CGS
 HE0125
 HE0125                          STATION DESCRIPTION
 HE0125
 HE0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HE0125'3.4 MI NE FROM HARWOOD.
 HE0125'ABOUT 2.2 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 HE0125'RAILROAD FROM THE STATION AT HARWOOD, THENCE 0.85 MILE EAST
 HE0125'ALONG A GRAVELED ROAD, THENCE 0.35 MILE SOUTH ALONG STATE ROAD
 HE0125'AA, IN SECTION 15, T 37 N, R 2 W, IN THE SOUTHWEST CORNER OF AN
 HE0125'OLD FARM YARD LOT, 34 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HE0125'56 FEET SOUTH OF THE CENTER OF A WOODEN GATE, 22 FEET NORTH OF
 HE0125'A TELEPHONE POLE, 6 FEET EAST OF A FENCE, 15.4 FEET SOUTHEAST
 HE0125'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HE0125'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 HE0125'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0127 ***********************************************************************
 HE0127  DESIGNATION -  J 7 Z AZ MK
 HE0127  PID         -  HE0127
 HE0127  STATE/COUNTY-  MO/VERNON
 HE0127  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0127
 HE0127                         *CURRENT SURVEY CONTROL
 HE0127  ___________________________________________________________________
 HE0127* NAD 83(1986)-  37 58 19.     (N)    094 07 03.     (W)     SCALED    
 HE0127* NAVD 88     -       252.833  (meters)     829.50   (feet)  ADJUSTED  
 HE0127  ___________________________________________________________________
 HE0127  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HE0127  DYNAMIC HT  -         252.647 (meters)     828.89  (feet)  COMP
 HE0127  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 HE0127
 HE0127  VERT ORDER  -  SECOND    CLASS 0
 HE0127
 HE0127.The horizontal coordinates were scaled from a topographic map and have
 HE0127.an estimated accuracy of +/- 6 seconds.
 HE0127
 HE0127.The orthometric height was determined by differential leveling
 HE0127.and adjusted by the National Geodetic Survey in June 1991..
 HE0127
 HE0127.The geoid height was determined by GEOID03.
 HE0127
 HE0127.The dynamic height is computed by dividing the NAVD 88
 HE0127.geopotential number by the normal gravity value computed on the
 HE0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0127.degrees latitude (g = 980.6199 gals.).
 HE0127
 HE0127.The modeled gravity was interpolated from observed gravity values.
 HE0127
 HE0127;                    North         East    Units  Estimated Accuracy
 HE0127;SPC MO W     -   200,410.      883,610.      MT  (+/- 180 meters Scaled)
 HE0127
 HE0127                          SUPERSEDED SURVEY CONTROL
 HE0127
 HE0127  NGVD 29 (??/??/92)  252.73   (m)          829.2    (f) COMPUTED    2 0
 HE0127
 HE0127.Superseded values are not recommended for survey control.
 HE0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0127.See file dsdata.txt to determine how the superseded data were derived.
 HE0127
 HE0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC018032(NAD 83)
 HE0127_MARKER: DZ = AZIMUTH MARK DISK
 HE0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0127_STAMPING: J 7 Z 1963
 HE0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0127+STABILITY: SURFACE MOTION
 HE0127
 HE0127  HISTORY     - Date     Condition        Report By
 HE0127  HISTORY     - 1963     MONUMENTED       CGS
 HE0127
 HE0127                          STATION DESCRIPTION
 HE0127
 HE0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HE0127'3.7 MI NE FROM HARWOOD.
 HE0127'ABOUT 2.2 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 HE0127'RAILROAD FROM THE STATION AT HARWOOD, THENCE 0.85 MILE EAST
 HE0127'ALONG A GRAVELED ROAD, THENCE 0.65 MILE SOUTH ALONG STATE ROAD
 HE0127'AA, IN SECTION 21, T 37 N, R 2 W, 28 FEET WEST OF THE CENTER
 HE0127'LINE OF THE ROAD, 2 FEET NORTH OF A POWER POLE 2 1/2 FEET EAST
 HE0127'OF A FENCE, 2.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 HE0127'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 HE0127'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0126 ***********************************************************************
 HE0126  DESIGNATION -  J 7 Z RM 1
 HE0126  PID         -  HE0126
 HE0126  STATE/COUNTY-  MO/VERNON
 HE0126  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0126
 HE0126                         *CURRENT SURVEY CONTROL
 HE0126  ___________________________________________________________________
 HE0126* NAD 83(1986)-  37 58 34.     (N)    094 07 04.     (W)     SCALED    
 HE0126* NAVD 88     -       250.930  (meters)     823.26   (feet)  ADJUSTED  
 HE0126  ___________________________________________________________________
 HE0126  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HE0126  DYNAMIC HT  -         250.746 (meters)     822.66  (feet)  COMP
 HE0126  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 HE0126
 HE0126  VERT ORDER  -  SECOND    CLASS 0
 HE0126
 HE0126.The horizontal coordinates were scaled from a topographic map and have
 HE0126.an estimated accuracy of +/- 6 seconds.
 HE0126
 HE0126.The orthometric height was determined by differential leveling
 HE0126.and adjusted by the National Geodetic Survey in June 1991..
 HE0126
 HE0126.The geoid height was determined by GEOID03.
 HE0126
 HE0126.The dynamic height is computed by dividing the NAVD 88
 HE0126.geopotential number by the normal gravity value computed on the
 HE0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0126.degrees latitude (g = 980.6199 gals.).
 HE0126
 HE0126.The modeled gravity was interpolated from observed gravity values.
 HE0126
 HE0126;                    North         East    Units  Estimated Accuracy
 HE0126;SPC MO W     -   200,870.      883,580.      MT  (+/- 180 meters Scaled)
 HE0126
 HE0126                          SUPERSEDED SURVEY CONTROL
 HE0126
 HE0126  NGVD 29 (??/??/92)  250.83   (m)          822.9    (f) COMPUTED    2 0
 HE0126
 HE0126.Superseded values are not recommended for survey control.
 HE0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0126.See file dsdata.txt to determine how the superseded data were derived.
 HE0126
 HE0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC018037(NAD 83)
 HE0126_MARKER: DR = REFERENCE MARK DISK
 HE0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0126_STAMPING: J 7 Z NO 1 1963
 HE0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0126+STABILITY: SURFACE MOTION
 HE0126
 HE0126  HISTORY     - Date     Condition        Report By
 HE0126  HISTORY     - 1963     MONUMENTED       CGS
 HE0126
 HE0126                          STATION DESCRIPTION
 HE0126
 HE0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HE0126'3.4 MI NE FROM HARWOOD.
 HE0126'ABOUT 2.2 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 HE0126'RAILROAD FROM THE STATION AT HARWOOD, THENCE 0.85 MILE EAST
 HE0126'ALONG A GRAVELED ROAD, THENCE 0.35 MILE SOUTH ALONG STATE ROAD
 HE0126'AA, IN SECTION 15, T 37 N, R 2 W, IN THE SOUTHWEST CORNER OF AN
 HE0126'OLD FARM YARD LOT, 33 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HE0126'85 FEET NORTH OF A POWER POLE, 1 1/2 FEET EAST OF A FENCE
 HE0126'108.5 FEET SOUTHWEST OF J 7 Z 1963, ABOUT 2 FEET ABOVE THE
 HE0126'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST WHICH
 HE0126'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0124 ***********************************************************************
 HE0124  DESIGNATION -  J 7 Z RM 2
 HE0124  PID         -  HE0124
 HE0124  STATE/COUNTY-  MO/VERNON
 HE0124  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0124
 HE0124                         *CURRENT SURVEY CONTROL
 HE0124  ___________________________________________________________________
 HE0124* NAD 83(1986)-  37 58 38.     (N)    094 07 02.     (W)     SCALED    
 HE0124* NAVD 88     -       250.269  (meters)     821.09   (feet)  ADJUSTED  
 HE0124  ___________________________________________________________________
 HE0124  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HE0124  DYNAMIC HT  -         250.085 (meters)     820.49  (feet)  COMP
 HE0124  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 HE0124
 HE0124  VERT ORDER  -  SECOND    CLASS 0
 HE0124
 HE0124.The horizontal coordinates were scaled from a topographic map and have
 HE0124.an estimated accuracy of +/- 6 seconds.
 HE0124
 HE0124.The orthometric height was determined by differential leveling
 HE0124.and adjusted by the National Geodetic Survey in June 1991..
 HE0124
 HE0124.The geoid height was determined by GEOID03.
 HE0124
 HE0124.The dynamic height is computed by dividing the NAVD 88
 HE0124.geopotential number by the normal gravity value computed on the
 HE0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0124.degrees latitude (g = 980.6199 gals.).
 HE0124
 HE0124.The modeled gravity was interpolated from observed gravity values.
 HE0124
 HE0124;                    North         East    Units  Estimated Accuracy
 HE0124;SPC MO W     -   200,990.      883,630.      MT  (+/- 180 meters Scaled)
 HE0124
 HE0124                          SUPERSEDED SURVEY CONTROL
 HE0124
 HE0124  NGVD 29 (??/??/92)  250.17   (m)          820.8    (f) COMPUTED    2 0
 HE0124
 HE0124.Superseded values are not recommended for survey control.
 HE0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0124.See file dsdata.txt to determine how the superseded data were derived.
 HE0124
 HE0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC018038(NAD 83)
 HE0124_MARKER: DR = REFERENCE MARK DISK
 HE0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0124_STAMPING: J 7 Z NO 2 1963
 HE0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0124+STABILITY: SURFACE MOTION
 HE0124
 HE0124  HISTORY     - Date     Condition        Report By
 HE0124  HISTORY     - 1963     MONUMENTED       CGS
 HE0124
 HE0124                          STATION DESCRIPTION
 HE0124
 HE0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HE0124'3.4 MI NE FROM HARWOOD.
 HE0124'ABOUT 2.2 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0124'FROM THE STATION AT HARWOOD, THENCE 0.85 MILE EAST ALONG A
 HE0124'GRAVELED ROAD, THENCE 0.35 MILE SOUTHALONG STATE ROAD AA, IN
 HE0124'SECTION 15, T 37 N, R 29 W, IN THE SOUTHWEST CORNER OF AN OLD
 HE0124'FARM YARD LOT, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 7
 HE0124'FEET SOUTH OF A POWER POLE, 1 1/2 FEET EAST OF A FENCE, 93.6
 HE0124'FEET NORTHWEST OF J 7 Z 1963, ABOUT 2 FEET ABOVE THE LEVEL OF
 HE0124'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 HE0124'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0091 ***********************************************************************
 LF0091  DESIGNATION -  J 71
 LF0091  PID         -  LF0091
 LF0091  STATE/COUNTY-  MO/WORTH
 LF0091  USGS QUAD   -  GRANT CITY (1984)
 LF0091
 LF0091                         *CURRENT SURVEY CONTROL
 LF0091  ___________________________________________________________________
 LF0091* NAD 83(1986)-  40 26 13.     (N)    094 26 25.     (W)     SCALED    
 LF0091* NAVD 88     -       280.796  (meters)     921.24   (feet)  ADJUSTED  
 LF0091  ___________________________________________________________________
 LF0091  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LF0091  DYNAMIC HT  -         280.648 (meters)     920.76  (feet)  COMP
 LF0091  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 LF0091
 LF0091  VERT ORDER  -  SECOND    CLASS 0
 LF0091
 LF0091.The horizontal coordinates were scaled from a topographic map and have
 LF0091.an estimated accuracy of +/- 6 seconds.
 LF0091
 LF0091.The orthometric height was determined by differential leveling
 LF0091.and adjusted by the National Geodetic Survey in June 1991..
 LF0091
 LF0091.The geoid height was determined by GEOID03.
 LF0091
 LF0091.The dynamic height is computed by dividing the NAVD 88
 LF0091.geopotential number by the normal gravity value computed on the
 LF0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0091.degrees latitude (g = 980.6199 gals.).
 LF0091
 LF0091.The modeled gravity was interpolated from observed gravity values.
 LF0091
 LF0091;                    North         East    Units  Estimated Accuracy
 LF0091;SPC MO W     -   473,990.      855,070.      MT  (+/- 180 meters Scaled)
 LF0091
 LF0091                          SUPERSEDED SURVEY CONTROL
 LF0091
 LF0091  NGVD 29 (??/??/92)  280.716  (m)          920.98   (f) ADJ UNCH    2 0
 LF0091
 LF0091.Superseded values are not recommended for survey control.
 LF0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0091.See file dsdata.txt to determine how the superseded data were derived.
 LF0091
 LF0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE778772(NAD 83)
 LF0091_MARKER: DB = BENCH MARK DISK
 LF0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0091_STAMPING: J 71 1935
 LF0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0091+STABILITY: SURFACE MOTION
 LF0091
 LF0091  HISTORY     - Date     Condition        Report By
 LF0091  HISTORY     - 1935     MONUMENTED       CGS
 LF0091  HISTORY     - 1982     MARK NOT FOUND   USGS
 LF0091
 LF0091                          STATION DESCRIPTION
 LF0091
 LF0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0091'2.3 MI N FROM WORTH.
 LF0091'2.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0091'FROM THE STATION AT WORTH, 8 POLES NORTH OF MILEPOST 50, 4 POLES
 LF0091'SOUTH OF A PRIVATE-ROAD CROSSING, 54 FEET EAST OF THE CENTERLINE
 LF0091'OF THE TRACK, 30 FEET SOUTHEAST OF A POLE, 1 FOOT WEST OF THE
 LF0091'RIGHT-OF-WAY FENCE, AND ABOUT 4-1/2 FEET LOWER THAN THE TRACK.
 LF0091'A STANDARD DISK, STAMPED J 71 1935 AND SET IN THE TOP OF A
 LF0091'CONCRETE POST.
 LF0091
 LF0091                          STATION RECOVERY (1982)
 LF0091
 LF0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LF0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0458 ***********************************************************************
 KE0458  DESIGNATION -  J 75
 KE0458  PID         -  KE0458
 KE0458  STATE/COUNTY-  MO/CLINTON
 KE0458  USGS QUAD   -  GOWER (1978)
 KE0458
 KE0458                         *CURRENT SURVEY CONTROL
 KE0458  ___________________________________________________________________
 KE0458* NAD 83(1986)-  39 30 19.     (N)    094 31 02.     (W)     SCALED    
 KE0458* NAVD 88     -       291.855  (meters)     957.53   (feet)  ADJUSTED  
 KE0458  ___________________________________________________________________
 KE0458  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE0458  DYNAMIC HT  -         291.677 (meters)     956.94  (feet)  COMP
 KE0458  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 KE0458
 KE0458  VERT ORDER  -  SECOND    CLASS 0
 KE0458
 KE0458.The horizontal coordinates were scaled from a topographic map and have
 KE0458.an estimated accuracy of +/- 6 seconds.
 KE0458
 KE0458.The orthometric height was determined by differential leveling
 KE0458.and adjusted by the National Geodetic Survey in June 1991..
 KE0458
 KE0458.The geoid height was determined by GEOID03.
 KE0458
 KE0458.The dynamic height is computed by dividing the NAVD 88
 KE0458.geopotential number by the normal gravity value computed on the
 KE0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0458.degrees latitude (g = 980.6199 gals.).
 KE0458
 KE0458.The modeled gravity was interpolated from observed gravity values.
 KE0458
 KE0458;                    North         East    Units  Estimated Accuracy
 KE0458;SPC MO W     -   370,540.      848,520.      MT  (+/- 180 meters Scaled)
 KE0458
 KE0458                          SUPERSEDED SURVEY CONTROL
 KE0458
 KE0458  NGVD 29 (??/??/92)  291.749  (m)          957.18   (f) ADJ UNCH    2 0
 KE0458
 KE0458.Superseded values are not recommended for survey control.
 KE0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0458.See file dsdata.txt to determine how the superseded data were derived.
 KE0458
 KE0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD695739(NAD 83)
 KE0458_MARKER: DB = BENCH MARK DISK
 KE0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0458_STAMPING: J 75 1935
 KE0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0458+STABILITY: SURFACE MOTION
 KE0458
 KE0458  HISTORY     - Date     Condition        Report By
 KE0458  HISTORY     - 1935     MONUMENTED       CGS
 KE0458  HISTORY     - 1959     MARK NOT FOUND   NGS
 KE0458
 KE0458                          STATION DESCRIPTION
 KE0458
 KE0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0458'4.2 MI NE FROM TRIMBLE.
 KE0458'4.2 MILES NORTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 KE0458'QUINCY, OMAHA AND KANSAS CITY RAILROAD FROM TRIMBLE, AT THE
 KE0458'CROSSING OF AN EAST-AND-WEST ROAD, ON THE NORTH SIDE OF THE
 KE0458'ROAD, 70 FEET WEST OF THE JUNCTION OF A T-ROAD LEADING NORTH,
 KE0458'40 FEET WEST OF THE CENTERLINE OF THE OLD RAILROAD GRADE,
 KE0458'IN A SMALL PATCH OF BRUSH, AND 4 FEET EAST OF THE OLD
 KE0458'RIGHT-OF-WAY FENCE.  THIS BENCH MARK MAY BE REACHED FROM THE
 KE0458'POST OFFICE AT TRIMBLE BY GOING 0.8 MILE EAST, THENCE 0.6 MILE
 KE0458'NORTH, THENCE 1.4 MILES EAST TO OLD MECCA SIDING, CONTINUE
 KE0458'EAST FOR 0.7 MILE THENCE 1.5 MILES NORTH ALONG THE FIRST ROAD,
 KE0458'THENCE 0.25 MILE WEST TO THE CROSSING OF THE OLD RAILROAD GRADE
 KE0458'AND THE JUNCTION OF A T-ROAD LEADING NORTH.  NOTE-- A BULLDOZER
 KE0458'HAS MOVED EARTH IN THIS AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0829 ***********************************************************************
 KD0829  DESIGNATION -  J 76
 KD0829  PID         -  KD0829
 KD0829  STATE/COUNTY-  MO/DAVIESS
 KD0829  USGS QUAD   -  GALLATIN (1984)
 KD0829
 KD0829                         *CURRENT SURVEY CONTROL
 KD0829  ___________________________________________________________________
 KD0829* NAD 83(1986)-  39 55 20.     (N)    093 57 44.     (W)     SCALED    
 KD0829* NAVD 88     -       249.728  (meters)     819.32   (feet)  ADJUSTED  
 KD0829  ___________________________________________________________________
 KD0829  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0829  DYNAMIC HT  -         249.585 (meters)     818.85  (feet)  COMP
 KD0829  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 KD0829
 KD0829  VERT ORDER  -  SECOND    CLASS 0
 KD0829
 KD0829.The horizontal coordinates were scaled from a topographic map and have
 KD0829.an estimated accuracy of +/- 6 seconds.
 KD0829
 KD0829.The orthometric height was determined by differential leveling
 KD0829.and adjusted by the National Geodetic Survey in June 1991..
 KD0829
 KD0829.The geoid height was determined by GEOID03.
 KD0829
 KD0829.The dynamic height is computed by dividing the NAVD 88
 KD0829.geopotential number by the normal gravity value computed on the
 KD0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0829.degrees latitude (g = 980.6199 gals.).
 KD0829
 KD0829.The modeled gravity was interpolated from observed gravity values.
 KD0829
 KD0829;                    North         East    Units  Estimated Accuracy
 KD0829;SPC MO W     -   416,970.      895,970.      MT  (+/- 180 meters Scaled)
 KD0829
 KD0829                          SUPERSEDED SURVEY CONTROL
 KD0829
 KD0829  NGVD 29 (??/??/92)  249.656  (m)          819.08   (f) ADJ UNCH    2 0
 KD0829
 KD0829.Superseded values are not recommended for survey control.
 KD0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0829.See file dsdata.txt to determine how the superseded data were derived.
 KD0829
 KD0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE177195(NAD 83)
 KD0829_MARKER: DB = BENCH MARK DISK
 KD0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0829_STAMPING: J 76 1935
 KD0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0829+STABILITY: SURFACE MOTION
 KD0829
 KD0829  HISTORY     - Date     Condition        Report By
 KD0829  HISTORY     - 1935     MONUMENTED       CGS
 KD0829  HISTORY     - 1935     GOOD             NGS
 KD0829  HISTORY     - 1980     MARK NOT FOUND   USGS
 KD0829
 KD0829                          STATION DESCRIPTION
 KD0829
 KD0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0829'AT GALLATIN.
 KD0829'AT GALLATIN, DAVIESS COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 KD0829'PACIFIC RAILROAD, AT THE REAR OF THE STATION, 63 FEET EAST OF THE
 KD0829'WEST END OF THE BUILDING, 23 FEET SOUTH OF THE STATION, 5 FEET
 KD0829'EAST OF A POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 KD0829'STAMPED J 76 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0829
 KD0829                          STATION RECOVERY (1980)
 KD0829
 KD0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KD0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0368 ***********************************************************************
 LE0368  DESIGNATION -  J 77
 LE0368  PID         -  LE0368
 LE0368  STATE/COUNTY-  MO/DAVIESS
 LE0368  USGS QUAD   -  JAMESON (1984)
 LE0368
 LE0368                         *CURRENT SURVEY CONTROL
 LE0368  ___________________________________________________________________
 LE0368* NAD 83(1986)-  40 00 17.     (N)    093 59 18.     (W)     SCALED    
 LE0368* NAVD 88     -       243.201  (meters)     797.90   (feet)  ADJUSTED  
 LE0368  ___________________________________________________________________
 LE0368  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LE0368  DYNAMIC HT  -         243.064 (meters)     797.45  (feet)  COMP
 LE0368  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 LE0368
 LE0368  VERT ORDER  -  SECOND    CLASS 0
 LE0368
 LE0368.The horizontal coordinates were scaled from a topographic map and have
 LE0368.an estimated accuracy of +/- 6 seconds.
 LE0368
 LE0368.The orthometric height was determined by differential leveling
 LE0368.and adjusted by the National Geodetic Survey in June 1991..
 LE0368
 LE0368.The geoid height was determined by GEOID03.
 LE0368
 LE0368.The dynamic height is computed by dividing the NAVD 88
 LE0368.geopotential number by the normal gravity value computed on the
 LE0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0368.degrees latitude (g = 980.6199 gals.).
 LE0368
 LE0368.The modeled gravity was interpolated from observed gravity values.
 LE0368
 LE0368;                    North         East    Units  Estimated Accuracy
 LE0368;SPC MO W     -   426,120.      893,690.      MT  (+/- 180 meters Scaled)
 LE0368
 LE0368                          SUPERSEDED SURVEY CONTROL
 LE0368
 LE0368  NGVD 29 (??/??/92)  243.136  (m)          797.69   (f) ADJ UNCH    2 0
 LE0368
 LE0368.Superseded values are not recommended for survey control.
 LE0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0368.See file dsdata.txt to determine how the superseded data were derived.
 LE0368
 LE0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE156287(NAD 83)
 LE0368_MARKER: DB = BENCH MARK DISK
 LE0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0368_SP_SET: CULVERT
 LE0368_STAMPING: J 77 1935
 LE0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0368
 LE0368  HISTORY     - Date     Condition        Report By
 LE0368  HISTORY     - 1935     MONUMENTED       CGS
 LE0368
 LE0368                          STATION DESCRIPTION
 LE0368
 LE0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0368'AT JAMESON.
 LE0368'AT JAMESON, DAVIESS COUNTY, ON THE WABASH RAILROAD, 5 POLES
 LE0368'WEST OF THE STATION, AT A ROAD CROSSING, 300 FEET SOUTH OF THE
 LE0368'TRACK, AT A 15-FOOT CULVERT UNDER THE ROAD, IN THE TOP OF THE
 LE0368'NORTHWEST CONCRETE WING WALL, AND LEVEL WITH THE ROAD.  A
 LE0368'STANDARD DISK, STAMPED J 77 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0329 ***********************************************************************
 KD0329  DESIGNATION -  J 78
 KD0329  PID         -  KD0329
 KD0329  STATE/COUNTY-  MO/CHARITON
 KD0329  USGS QUAD   -  FOUNTAIN GROVE (1984)
 KD0329
 KD0329                         *CURRENT SURVEY CONTROL
 KD0329  ___________________________________________________________________
 KD0329* NAD 83(1986)-  39 40 28.     (N)    093 15 16.     (W)     SCALED    
 KD0329* NAVD 88     -       201.510  (meters)     661.12   (feet)  ADJUSTED  
 KD0329  ___________________________________________________________________
 KD0329  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KD0329  DYNAMIC HT  -         201.395 (meters)     660.74  (feet)  COMP
 KD0329  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 KD0329
 KD0329  VERT ORDER  -  SECOND    CLASS 0
 KD0329
 KD0329.The horizontal coordinates were scaled from a topographic map and have
 KD0329.an estimated accuracy of +/- 6 seconds.
 KD0329
 KD0329.The orthometric height was determined by differential leveling
 KD0329.and adjusted by the National Geodetic Survey in June 1991..
 KD0329
 KD0329.The geoid height was determined by GEOID03.
 KD0329
 KD0329.The dynamic height is computed by dividing the NAVD 88
 KD0329.geopotential number by the normal gravity value computed on the
 KD0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0329.degrees latitude (g = 980.6199 gals.).
 KD0329
 KD0329.The modeled gravity was interpolated from observed gravity values.
 KD0329
 KD0329;                    North         East    Units  Estimated Accuracy
 KD0329;SPC MO C     -   426,580.      435,270.      MT  (+/- 180 meters Scaled)
 KD0329
 KD0329                          SUPERSEDED SURVEY CONTROL
 KD0329
 KD0329  NGVD 29 (??/??/92)  201.475  (m)          661.01   (f) ADJ UNCH    2 0
 KD0329
 KD0329.Superseded values are not recommended for survey control.
 KD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0329.See file dsdata.txt to determine how the superseded data were derived.
 KD0329
 KD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD781916(NAD 83)
 KD0329_MARKER: DB = BENCH MARK DISK
 KD0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0329_STAMPING: J 78 1935
 KD0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0329+STABILITY: SURFACE MOTION
 KD0329
 KD0329  HISTORY     - Date     Condition        Report By
 KD0329  HISTORY     - 1935     MONUMENTED       CGS
 KD0329
 KD0329                          STATION DESCRIPTION
 KD0329
 KD0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0329'1.4 MI NW FROM SUMNER.
 KD0329'1.4 MILES NORTHWEST ALONG THE WABASH RAILROAD FROM THE STATION
 KD0329'AT SUMNER, CHARITON COUNTY, 2 POLES NORTH OF MILEPOST 207, AT
 KD0329'A ROAD CROSSING, 30 FEET WEST OF THE CENTERLINE OF THE TRACK,
 KD0329'20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A
 KD0329'POLE, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 KD0329'STAMPED J 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0658 ***********************************************************************
 GE0658  DESIGNATION -  J 8
 GE0658  PID         -  GE0658
 GE0658  STATE/COUNTY-  MO/HOWELL
 GE0658  USGS QUAD   -  POMONA (1986)
 GE0658
 GE0658                         *CURRENT SURVEY CONTROL
 GE0658  ___________________________________________________________________
 GE0658* NAD 83(1986)-  36 48 17.     (N)    091 53 35.     (W)     SCALED    
 GE0658* NAVD 88     -       356.528  (meters)    1169.71   (feet)  ADJUSTED  
 GE0658  ___________________________________________________________________
 GE0658  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GE0658  DYNAMIC HT  -         356.226 (meters)    1168.72  (feet)  COMP
 GE0658  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 GE0658
 GE0658  VERT ORDER  -  FIRST     CLASS II
 GE0658
 GE0658.The horizontal coordinates were scaled from a topographic map and have
 GE0658.an estimated accuracy of +/- 6 seconds.
 GE0658
 GE0658.The orthometric height was determined by differential leveling
 GE0658.and adjusted by the National Geodetic Survey in June 1991..
 GE0658
 GE0658.The geoid height was determined by GEOID03.
 GE0658
 GE0658.The dynamic height is computed by dividing the NAVD 88
 GE0658.geopotential number by the normal gravity value computed on the
 GE0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0658.degrees latitude (g = 980.6199 gals.).
 GE0658
 GE0658.The modeled gravity was interpolated from observed gravity values.
 GE0658
 GE0658;                    North         East    Units  Estimated Accuracy
 GE0658;SPC MO C     -   107,960.      554,160.      MT  (+/- 180 meters Scaled)
 GE0658
 GE0658                          SUPERSEDED SURVEY CONTROL
 GE0658
 GE0658  NGVD 29 (??/??/92)  356.356  (m)         1169.14   (f) ADJ UNCH    1 2
 GE0658
 GE0658.Superseded values are not recommended for survey control.
 GE0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0658.See file dsdata.txt to determine how the superseded data were derived.
 GE0658
 GE0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA987737(NAD 83)
 GE0658_MARKER: DB = BENCH MARK DISK
 GE0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0658_STAMPING: 1169.145 J 8 1928
 GE0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0658+STABILITY: SURFACE MOTION
 GE0658
 GE0658  HISTORY     - Date     Condition        Report By
 GE0658  HISTORY     - 1928     MONUMENTED       CGS
 GE0658  HISTORY     - 1934     GOOD             NGS
 GE0658  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0658
 GE0658                          STATION DESCRIPTION
 GE0658
 GE0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0658'2.3 MI S FROM OLDEN.
 GE0658'2.3 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0658'THE STATION AT OLDEN, HOWELL COUNTY, 1/8 MILE EAST OF U.S.
 GE0658'HIGHWAY 63, 4-1/2 POLES NORTHWEST OF SEMAPHORE 308.5, AT THE
 GE0658'NORTHWEST CORNER OF A ROAD CROSSING, 35 FEET NORTHWEST OF THE
 GE0658'CENTERLINE OF THE ROAD, 30 FEET SOUTHWEST OF THE CENTERLINE OF
 GE0658'THE MAIN TRACK, 18 FEET NORTHWEST OF THE CATTLE GUARD FENCE,
 GE0658'OPPOSITE AND BETWEEN POLES 308-14 AND 308-15, AND 12 FEET
 GE0658'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GE0658'1169.145 J 8 1928 AND SET IN THE TOP OF A CONCRETE POST
 GE0658'PROJECTING 5 INCHES ABOVE GROUND.
 GE0658
 GE0658                          STATION RECOVERY (1977)
 GE0658
 GE0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0610 ***********************************************************************
 JE0610  DESIGNATION -  J 8 B 1
 JE0610  PID         -  JE0610
 JE0610  STATE/COUNTY-  MO/BATES
 JE0610  USGS QUAD   -  PAPINVILLE (1991)
 JE0610
 JE0610                         *CURRENT SURVEY CONTROL
 JE0610  ___________________________________________________________________
 JE0610* NAD 83(1986)-  38 05 39.     (N)    094 10 34.     (W)     SCALED    
 JE0610* NAVD 88     -       241.269  (meters)     791.56   (feet)  ADJUSTED  
 JE0610  ___________________________________________________________________
 JE0610  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JE0610  DYNAMIC HT  -         241.091 (meters)     790.98  (feet)  COMP
 JE0610  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 JE0610
 JE0610  VERT ORDER  -  SECOND    CLASS 0
 JE0610
 JE0610.The horizontal coordinates were scaled from a topographic map and have
 JE0610.an estimated accuracy of +/- 6 seconds.
 JE0610
 JE0610.The orthometric height was determined by differential leveling
 JE0610.and adjusted by the National Geodetic Survey in June 1991..
 JE0610
 JE0610.The geoid height was determined by GEOID03.
 JE0610
 JE0610.The dynamic height is computed by dividing the NAVD 88
 JE0610.geopotential number by the normal gravity value computed on the
 JE0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0610.degrees latitude (g = 980.6199 gals.).
 JE0610
 JE0610.The modeled gravity was interpolated from observed gravity values.
 JE0610
 JE0610;                    North         East    Units  Estimated Accuracy
 JE0610;SPC MO W     -   213,950.      878,410.      MT  (+/- 180 meters Scaled)
 JE0610
 JE0610                          SUPERSEDED SURVEY CONTROL
 JE0610
 JE0610  NGVD 29 (??/??/92)  241.15   (m)          791.2    (f) COMPUTED    2 0
 JE0610
 JE0610.Superseded values are not recommended for survey control.
 JE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0610.See file dsdata.txt to determine how the superseded data were derived.
 JE0610
 JE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC968169(NAD 83)
 JE0610_MARKER: DZ = AZIMUTH MARK DISK
 JE0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0610+STABILITY: SURFACE MOTION
 JE0610
 JE0610  HISTORY     - Date     Condition        Report By
 JE0610  HISTORY     - UNK      MONUMENTED       DOD
 JE0610  HISTORY     - 1963     GOOD             NGS
 JE0610
 JE0610                          STATION DESCRIPTION
 JE0610
 JE0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0610'1.1 MI N FROM PRAIRIE CITY.
 JE0610'ABOUT 0.15 MILE WEST ALONG A GRAVELED ROAD FROM THE EVANGELICAL
 JE0610'CHURCH AT PRAIRIE CITY, THENCE 0.95 MILE NORTH ALONG STATE ROAD
 JE0610'0, 0.05 MILE NORTH OF THE JUNCTION OF STATE ROAD B, IN SECTION
 JE0610'1, T 38 N, R 30 W, 21 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JE0610'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JE0610'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JE0610'CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0607 ***********************************************************************
 JE0607  DESIGNATION -  J 8 B 2
 JE0607  PID         -  JE0607
 JE0607  STATE/COUNTY-  MO/BATES
 JE0607  USGS QUAD   -  PAPINVILLE (1991)
 JE0607
 JE0607                         *CURRENT SURVEY CONTROL
 JE0607  ___________________________________________________________________
 JE0607* NAD 83(1986)-  38 05 39.     (N)    094 10 16.     (W)     SCALED    
 JE0607* NAVD 88     -       238.012  (meters)     780.88   (feet)  ADJUSTED  
 JE0607  ___________________________________________________________________
 JE0607  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JE0607  DYNAMIC HT  -         237.836 (meters)     780.30  (feet)  COMP
 JE0607  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 JE0607
 JE0607  VERT ORDER  -  SECOND    CLASS 0
 JE0607
 JE0607.The horizontal coordinates were scaled from a topographic map and have
 JE0607.an estimated accuracy of +/- 6 seconds.
 JE0607
 JE0607.The orthometric height was determined by differential leveling
 JE0607.and adjusted by the National Geodetic Survey in June 1991..
 JE0607
 JE0607.The geoid height was determined by GEOID03.
 JE0607
 JE0607.The dynamic height is computed by dividing the NAVD 88
 JE0607.geopotential number by the normal gravity value computed on the
 JE0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0607.degrees latitude (g = 980.6199 gals.).
 JE0607
 JE0607.The modeled gravity was interpolated from observed gravity values.
 JE0607
 JE0607;                    North         East    Units  Estimated Accuracy
 JE0607;SPC MO W     -   213,950.      878,850.      MT  (+/- 180 meters Scaled)
 JE0607
 JE0607                          SUPERSEDED SURVEY CONTROL
 JE0607
 JE0607  NGVD 29 (??/??/92)  237.90   (m)          780.5    (f) COMPUTED    2 0
 JE0607
 JE0607.Superseded values are not recommended for survey control.
 JE0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0607.See file dsdata.txt to determine how the superseded data were derived.
 JE0607
 JE0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC973169(NAD 83)
 JE0607_MARKER: DZ = AZIMUTH MARK DISK
 JE0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0607+STABILITY: SURFACE MOTION
 JE0607
 JE0607  HISTORY     - Date     Condition        Report By
 JE0607  HISTORY     - UNK      MONUMENTED       DOD
 JE0607  HISTORY     - 1963     GOOD             NGS
 JE0607
 JE0607                          STATION DESCRIPTION
 JE0607
 JE0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0607'1.4 MI N FROM PRAIRIE CITY.
 JE0607'ABOUT 0.15 MILE WEST ALONG A GRAVELED STREET FROM THE
 JE0607'EVANGELICAL CHURCH AT PRAIRIE CITY, THENCE 0.9 MILE NORTH ALONG
 JE0607'STATE ROAD 0, THENCE 0.25 MILE EAST ALONG STATE ROAD B, THENCE
 JE0607'0.1 MILE NORTH ALONG A POWER LINE AND FENCE LINE ACROSS COUNTRY,
 JE0607'IN SECTION 1, T 38 N, R 30 W, 84 FEET WEST OF A NORTH-SOUTH
 JE0607'FENCE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JE0607'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JE0607'CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0612 ***********************************************************************
 JE0612  DESIGNATION -  J 8 Z
 JE0612  PID         -  JE0612
 JE0612  STATE/COUNTY-  MO/BATES
 JE0612  USGS QUAD   -  PAPINVILLE (1991)
 JE0612
 JE0612                         *CURRENT SURVEY CONTROL
 JE0612  ___________________________________________________________________
 JE0612* NAD 83(1986)-  38 05 47.     (N)    094 10 36.     (W)     SCALED    
 JE0612* NAVD 88     -       239.087  (meters)     784.40   (feet)  ADJUSTED  
 JE0612  ___________________________________________________________________
 JE0612  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JE0612  DYNAMIC HT  -         238.911 (meters)     783.83  (feet)  COMP
 JE0612  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 JE0612
 JE0612  VERT ORDER  -  SECOND    CLASS 0
 JE0612
 JE0612.The horizontal coordinates were scaled from a topographic map and have
 JE0612.an estimated accuracy of +/- 6 seconds.
 JE0612
 JE0612.The orthometric height was determined by differential leveling
 JE0612.and adjusted by the National Geodetic Survey in June 1991..
 JE0612
 JE0612.The geoid height was determined by GEOID03.
 JE0612
 JE0612.The dynamic height is computed by dividing the NAVD 88
 JE0612.geopotential number by the normal gravity value computed on the
 JE0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0612.degrees latitude (g = 980.6199 gals.).
 JE0612
 JE0612.The modeled gravity was interpolated from observed gravity values.
 JE0612
 JE0612;                    North         East    Units  Estimated Accuracy
 JE0612;SPC MO W     -   214,200.      878,360.      MT  (+/- 180 meters Scaled)
 JE0612
 JE0612                          SUPERSEDED SURVEY CONTROL
 JE0612
 JE0612  NGVD 29 (??/??/92)  238.97   (m)          784.0    (f) COMPUTED    2 0
 JE0612
 JE0612.Superseded values are not recommended for survey control.
 JE0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0612.See file dsdata.txt to determine how the superseded data were derived.
 JE0612
 JE0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC968171(NAD 83)
 JE0612_MARKER: DS = TRIANGULATION STATION DISK
 JE0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0612_STAMPING: J 8 Z 1963
 JE0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0612+STABILITY: SURFACE MOTION
 JE0612
 JE0612  HISTORY     - Date     Condition        Report By
 JE0612  HISTORY     - 1963     MONUMENTED       CGS
 JE0612
 JE0612                          STATION DESCRIPTION
 JE0612
 JE0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0612'1.3 MI N FROM PRAIRIE CITY.
 JE0612'ABOUT 0.15 MILE WEST ALONG A GRAVELED STREET FROM THE EVANGELICAL
 JE0612'CHURCH AT PRAIRIE CITY, THENCE 1.25 MILES NORTH ALONG STATE ROAD
 JE0612'0, 0.25 MILE NORTH OF THE JUNCTION OF STATE ROAD B, IN SECTION
 JE0612'2, T 38 N, R 30 W, 37 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JE0612'6 FEET EAST OF A FENCE CORNER POST, 2.4 FEET EAST OF A METAL
 JE0612'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 JE0612'A CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0611 ***********************************************************************
 JE0611  DESIGNATION -  J 8 Z RM 1
 JE0611  PID         -  JE0611
 JE0611  STATE/COUNTY-  MO/BATES
 JE0611  USGS QUAD   -  PAPINVILLE (1991)
 JE0611
 JE0611                         *CURRENT SURVEY CONTROL
 JE0611  ___________________________________________________________________
 JE0611* NAD 83(1986)-  38 05 47.     (N)    094 10 36.     (W)     SCALED    
 JE0611* NAVD 88     -       239.312  (meters)     785.14   (feet)  ADJUSTED  
 JE0611  ___________________________________________________________________
 JE0611  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JE0611  DYNAMIC HT  -         239.135 (meters)     784.56  (feet)  COMP
 JE0611  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 JE0611
 JE0611  VERT ORDER  -  SECOND    CLASS 0
 JE0611
 JE0611.The horizontal coordinates were scaled from a topographic map and have
 JE0611.an estimated accuracy of +/- 6 seconds.
 JE0611
 JE0611.The orthometric height was determined by differential leveling
 JE0611.and adjusted by the National Geodetic Survey in June 1991..
 JE0611
 JE0611.The geoid height was determined by GEOID03.
 JE0611
 JE0611.The dynamic height is computed by dividing the NAVD 88
 JE0611.geopotential number by the normal gravity value computed on the
 JE0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0611.degrees latitude (g = 980.6199 gals.).
 JE0611
 JE0611.The modeled gravity was interpolated from observed gravity values.
 JE0611
 JE0611;                    North         East    Units  Estimated Accuracy
 JE0611;SPC MO W     -   214,200.      878,360.      MT  (+/- 180 meters Scaled)
 JE0611
 JE0611                          SUPERSEDED SURVEY CONTROL
 JE0611
 JE0611  NGVD 29 (??/??/92)  239.20   (m)          784.8    (f) COMPUTED    2 0
 JE0611
 JE0611.Superseded values are not recommended for survey control.
 JE0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0611.See file dsdata.txt to determine how the superseded data were derived.
 JE0611
 JE0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC968171(NAD 83)
 JE0611_MARKER: DR = REFERENCE MARK DISK
 JE0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0611_STAMPING: J 8 Z NO 1 1963
 JE0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0611+STABILITY: SURFACE MOTION
 JE0611
 JE0611  HISTORY     - Date     Condition        Report By
 JE0611  HISTORY     - 1963     MONUMENTED       CGS
 JE0611
 JE0611                          STATION DESCRIPTION
 JE0611
 JE0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0611'1.3 MI N FROM PRAIRIE CITY.
 JE0611'ABOUT 0.15 MILE WEST ALONG A GRAVELED STREET FROM THE EVANGELICAL
 JE0611'CHURCH AT PRAIRIE CITY, THENCE 1.25 MILES NORTH ALONG STATE
 JE0611'ROAD 0, 0.25 MILE NORTH OF THE JUNCTION OF STATE ROAD B, IN
 JE0611'SECTION 1, T 38 N, R 30 W, 35 FEET EAST OF THE CENTER LINE OF
 JE0611'THE ROAD, 16 FEET NORTH OF THE CENTER OF A WOODEN GATE, 1 1/2
 JE0611'FEET WEST OF A FENCE, 92.0 FEET NORTHEAST AND ACROSS THE ROAD
 JE0611'FROM J 8 Z 1963, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JE0611'OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0609 ***********************************************************************
 JE0609  DESIGNATION -  J 8 Z RM 2
 JE0609  PID         -  JE0609
 JE0609  STATE/COUNTY-  MO/BATES
 JE0609  USGS QUAD   -  PAPINVILLE (1991)
 JE0609
 JE0609                         *CURRENT SURVEY CONTROL
 JE0609  ___________________________________________________________________
 JE0609* NAD 83(1986)-  38 05 46.     (N)    094 10 34.     (W)     SCALED    
 JE0609* NAVD 88     -       239.090  (meters)     784.41   (feet)  ADJUSTED  
 JE0609  ___________________________________________________________________
 JE0609  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JE0609  DYNAMIC HT  -         238.914 (meters)     783.84  (feet)  COMP
 JE0609  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 JE0609
 JE0609  VERT ORDER  -  SECOND    CLASS 0
 JE0609
 JE0609.The horizontal coordinates were scaled from a topographic map and have
 JE0609.an estimated accuracy of +/- 6 seconds.
 JE0609
 JE0609.The orthometric height was determined by differential leveling
 JE0609.and adjusted by the National Geodetic Survey in June 1991..
 JE0609
 JE0609.The geoid height was determined by GEOID03.
 JE0609
 JE0609.The dynamic height is computed by dividing the NAVD 88
 JE0609.geopotential number by the normal gravity value computed on the
 JE0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0609.degrees latitude (g = 980.6199 gals.).
 JE0609
 JE0609.The modeled gravity was interpolated from observed gravity values.
 JE0609
 JE0609;                    North         East    Units  Estimated Accuracy
 JE0609;SPC MO W     -   214,170.      878,410.      MT  (+/- 180 meters Scaled)
 JE0609
 JE0609                          SUPERSEDED SURVEY CONTROL
 JE0609
 JE0609  NGVD 29 (??/??/92)  238.98   (m)          784.1    (f) COMPUTED    2 0
 JE0609
 JE0609.Superseded values are not recommended for survey control.
 JE0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0609.See file dsdata.txt to determine how the superseded data were derived.
 JE0609
 JE0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC968171(NAD 83)
 JE0609_MARKER: DR = REFERENCE MARK DISK
 JE0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0609_STAMPING: J 8 Z NO 2 1963
 JE0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0609+STABILITY: SURFACE MOTION
 JE0609
 JE0609  HISTORY     - Date     Condition        Report By
 JE0609  HISTORY     - 1963     MONUMENTED       CGS
 JE0609
 JE0609                          STATION DESCRIPTION
 JE0609
 JE0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0609'1.3 MI N FROM PRAIRIE CITY.
 JE0609'ABOUT 0.15 MILE WEST ALONG A GRAVELED STREET FROM THE
 JE0609'EVANGELICAL CHURCH AT PRAIRIE CITY, THENCE 1.25 MILES NORTH
 JE0609'ALONG STATE ROAD 0, 0.25 MILE NORTH OF THE JUNCTION OF STATE ROAD
 JE0609'B, IN SECTION 2, T 38 N, R 30 W, 41 FEET WEST OF THE CENTER LINE
 JE0609'OF THE ROAD, 80 FEET SOUTH OF A FENCE CORNER POST, 2 FEET EAST
 JE0609'OF A FENCE, 80.0 FEET SOUTH OF J 8 Z 1963, ABOUT LEVEL WITH
 JE0609'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0609'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0328 ***********************************************************************
 LF0328  DESIGNATION -  J 80
 LF0328  PID         -  LF0328
 LF0328  STATE/COUNTY-  MO/HOLT
 LF0328  USGS QUAD   -  MAITLAND (1981)
 LF0328
 LF0328                         *CURRENT SURVEY CONTROL
 LF0328  ___________________________________________________________________
 LF0328* NAD 83(1986)-  40 12 02.     (N)    095 04 21.     (W)     SCALED    
 LF0328* NAVD 88     -       276.904  (meters)     908.48   (feet)  POSTED    
 LF0328  ___________________________________________________________________
 LF0328  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LF0328  DYNAMIC HT  -         276.750 (meters)     907.97  (feet)  COMP
 LF0328  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 LF0328
 LF0328  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LF0328
 LF0328.The horizontal coordinates were scaled from a topographic map and have
 LF0328.an estimated accuracy of +/- 6 seconds.
 LF0328
 LF0328.The orthometric height was determined by differential leveling
 LF0328.and adjusted by the National Geodetic Survey in 1992..
 LF0328.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LF0328.rate of 0.0 thru 1.0 mm/km.
 LF0328
 LF0328.The geoid height was determined by GEOID03.
 LF0328
 LF0328.The dynamic height is computed by dividing the NAVD 88
 LF0328.geopotential number by the normal gravity value computed on the
 LF0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0328.degrees latitude (g = 980.6199 gals.).
 LF0328
 LF0328.The modeled gravity was interpolated from observed gravity values.
 LF0328
 LF0328;                    North         East    Units  Estimated Accuracy
 LF0328;SPC MO W     -   447,890.      801,260.      MT  (+/- 180 meters Scaled)
 LF0328
 LF0328                          SUPERSEDED SURVEY CONTROL
 LF0328
 LF0328  NGVD 29 (??/??/92)  276.813  (m)          908.18   (f) ADJ UNCH    2 0
 LF0328
 LF0328.Superseded values are not recommended for survey control.
 LF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0328.See file dsdata.txt to determine how the superseded data were derived.
 LF0328
 LF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE236520(NAD 83)
 LF0328_MARKER: DB = BENCH MARK DISK
 LF0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0328_SP_SET: BOX
 LF0328_STAMPING: J 80 1935
 LF0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0328
 LF0328  HISTORY     - Date     Condition        Report By
 LF0328  HISTORY     - 1935     MONUMENTED       CGS
 LF0328  HISTORY     - 1961     GOOD             NGS
 LF0328  HISTORY     - 1975     GOOD             USGS
 LF0328
 LF0328                          STATION DESCRIPTION
 LF0328
 LF0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF0328'AT MAITLAND.
 LF0328'AT MAITLAND, HOLT COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LF0328'RAILROAD, 110 FEET SOUTH OF THE SOUTH END OF THE STATION, 29 FEET
 LF0328'SOUTH OF THE CENTER OF AN EAST-WEST PAVED STREET, 15 FEET WEST
 LF0328'OF THE WEST RAIL OF THE TRACK, AT A CONCRETE STORM-SEWER MANHOLE,
 LF0328'IN TOP OF THE EAST SIDE OF THE BOX, AND LEVEL WITH THE TRACK.
 LF0328'A STANDARD DISK, STAMPED J 80 1935.
 LF0328
 LF0328                          STATION RECOVERY (1975)
 LF0328
 LF0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0328'MAITLAND, AT R.R. X-ING WITH MAIN ST. 17 FT. W OF W RAIL OF MAINLINE
 LF0328'TRACK FROM A POINT ON RAIL 29 FT S OF CENTERLINE OF MAIN ST., 29 FT S
 LF0328'AND 22 FT E OF INTERSECTION OF MAIN ST. AND W.R.R. SIDING. 11.5 FT SE
 LF0328'OF A TELEPHONE POLE. 11 FT. S OF S EDGE OF MAIN ST. AT A CONCRETE
 LF0328'STORM-SEWER MANHOLE, SET IN TOP OF THE EAST SIDE OF BOX, A STANDARD
 LF0328'DISK STAMPED J 80 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0382 ***********************************************************************
 LE0382  DESIGNATION -  J 83
 LE0382  PID         -  LE0382
 LE0382  STATE/COUNTY-  MO/HARRISON
 LE0382  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0382
 LE0382                         *CURRENT SURVEY CONTROL
 LE0382  ___________________________________________________________________
 LE0382* NAD 83(1986)-  40 30 14.     (N)    093 54 17.     (W)     SCALED    
 LE0382* NAVD 88     -       333.111  (meters)    1092.88   (feet)  ADJUSTED  
 LE0382  ___________________________________________________________________
 LE0382  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LE0382  DYNAMIC HT  -         332.941 (meters)    1092.32  (feet)  COMP
 LE0382  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 LE0382
 LE0382  VERT ORDER  -  SECOND    CLASS 0
 LE0382
 LE0382.The horizontal coordinates were scaled from a topographic map and have
 LE0382.an estimated accuracy of +/- 6 seconds.
 LE0382
 LE0382.The orthometric height was determined by differential leveling
 LE0382.and adjusted by the National Geodetic Survey in June 1991..
 LE0382
 LE0382.The geoid height was determined by GEOID03.
 LE0382
 LE0382.The dynamic height is computed by dividing the NAVD 88
 LE0382.geopotential number by the normal gravity value computed on the
 LE0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0382.degrees latitude (g = 980.6199 gals.).
 LE0382
 LE0382.The modeled gravity was interpolated from observed gravity values.
 LE0382
 LE0382;                    North         East    Units  Estimated Accuracy
 LE0382;SPC MO W     -   481,590.      900,460.      MT  (+/- 180 meters Scaled)
 LE0382
 LE0382                          SUPERSEDED SURVEY CONTROL
 LE0382
 LE0382  NGVD 29 (??/??/92)  333.016  (m)         1092.57   (f) ADJ UNCH    2 0
 LE0382
 LE0382.Superseded values are not recommended for survey control.
 LE0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0382.See file dsdata.txt to determine how the superseded data were derived.
 LE0382
 LE0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE233840(NAD 83)
 LE0382_MARKER: DB = BENCH MARK DISK
 LE0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0382_STAMPING: J 83 1935
 LE0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0382+STABILITY: SURFACE MOTION
 LE0382
 LE0382  HISTORY     - Date     Condition        Report By
 LE0382  HISTORY     - 1935     MONUMENTED       CGS
 LE0382
 LE0382                          STATION DESCRIPTION
 LE0382
 LE0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0382'4.8 MI S FROM ANDOVER.
 LE0382'4.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0382'RAILROAD FROM THE STATION AT ANDOVER, HARRISON COUNTY, 3 POLES
 LE0382'SOUTH OF MILEPOST 58, AT A ROAD CROSSING, 42 FEET EAST OF
 LE0382'THE CENTERLINE OF THE TRACK, 30 FEET NORTH OF THE CENTERLINE
 LE0382'OF THE ROAD, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 LE0382'1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LE0382'J 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0135 ***********************************************************************
 LE0135  DESIGNATION -  J 84
 LE0135  PID         -  LE0135
 LE0135  STATE/COUNTY-  MO/ADAIR
 LE0135  USGS QUAD   -  KIRKSVILLE (1979)
 LE0135
 LE0135                         *CURRENT SURVEY CONTROL
 LE0135  ___________________________________________________________________
 LE0135* NAD 83(1986)-  40 12 39.     (N)    092 35 10.     (W)     SCALED    
 LE0135* NAVD 88     -       291.863  (meters)     957.55   (feet)  ADJUSTED  
 LE0135  ___________________________________________________________________
 LE0135  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LE0135  DYNAMIC HT  -         291.708 (meters)     957.05  (feet)  COMP
 LE0135  MODELED GRAV-     980,085.8   (mgal)                       NAVD 88
 LE0135
 LE0135  VERT ORDER  -  SECOND    CLASS 0
 LE0135
 LE0135.The horizontal coordinates were scaled from a topographic map and have
 LE0135.an estimated accuracy of +/- 6 seconds.
 LE0135
 LE0135.The orthometric height was determined by differential leveling
 LE0135.and adjusted by the National Geodetic Survey in June 1991..
 LE0135
 LE0135.The geoid height was determined by GEOID03.
 LE0135
 LE0135.The dynamic height is computed by dividing the NAVD 88
 LE0135.geopotential number by the normal gravity value computed on the
 LE0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0135.degrees latitude (g = 980.6199 gals.).
 LE0135
 LE0135.The modeled gravity was interpolated from observed gravity values.
 LE0135
 LE0135;                    North         East    Units  Estimated Accuracy
 LE0135;SPC MO C     -   485,860.      492,670.      MT  (+/- 180 meters Scaled)
 LE0135
 LE0135                          SUPERSEDED SURVEY CONTROL
 LE0135
 LE0135  NGVD 29 (??/??/92)  291.866  (m)          957.56   (f) ADJ UNCH    2 0
 LE0135
 LE0135.Superseded values are not recommended for survey control.
 LE0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0135.See file dsdata.txt to determine how the superseded data were derived.
 LE0135
 LE0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE352512(NAD 83)
 LE0135_MARKER: DB = BENCH MARK DISK
 LE0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0135_SP_SET: ABUTMENT
 LE0135_STAMPING: J 84 1935
 LE0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0135
 LE0135  HISTORY     - Date     Condition        Report By
 LE0135  HISTORY     - 1935     MONUMENTED       CGS
 LE0135  HISTORY     - 1943     GOOD             NGS
 LE0135  HISTORY     - 1967     GOOD             NGS
 LE0135  HISTORY     - 20060504 POOR             MODNR
 LE0135
 LE0135                          STATION DESCRIPTION
 LE0135
 LE0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LE0135'0.8 MI N FROM KIRKSVILLE.
 LE0135'0.8 MILE NORTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 LE0135'KIRKSVILLE, ADAIR COUNTY, 10 POLES NORTH OF MILEPOST 206, AT AN
 LE0135'85-FOOT CONCRETE HIGHWAY UNDERPASS, IN THE TOP OF THE EAST
 LE0135'END OF THE SOUTH ABUTMENT, 7 FEET EAST OF THE CENTERLINE OF THE
 LE0135'TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD
 LE0135'DISK, STAMPED J 84 1935.
 LE0135
 LE0135                          STATION RECOVERY (1967)
 LE0135
 LE0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0135'RECOVERED IN GOOD CONDITION.
 LE0135
 LE0135                          STATION RECOVERY (2006)
 LE0135
 LE0135'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 LE0135'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0588 ***********************************************************************
 LD0588  DESIGNATION -  J 85
 LD0588  PID         -  LD0588
 LD0588  STATE/COUNTY-  MO/CLARK
 LD0588  USGS QUAD   -  KAHOKA (1975)
 LD0588
 LD0588                         *CURRENT SURVEY CONTROL
 LD0588  ___________________________________________________________________
 LD0588* NAD 83(1986)-  40 27 42.     (N)    091 43 50.     (W)     SCALED    
 LD0588* NAVD 88     -       177.612  (meters)     582.72   (feet)  ADJUSTED  
 LD0588  ___________________________________________________________________
 LD0588  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0588  DYNAMIC HT  -         177.523 (meters)     582.42  (feet)  COMP
 LD0588  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LD0588
 LD0588  VERT ORDER  -  SECOND    CLASS 0
 LD0588
 LD0588.The horizontal coordinates were scaled from a topographic map and have
 LD0588.an estimated accuracy of +/- 6 seconds.
 LD0588
 LD0588.The orthometric height was determined by differential leveling
 LD0588.and adjusted by the National Geodetic Survey in June 1991..
 LD0588
 LD0588.The geoid height was determined by GEOID03.
 LD0588
 LD0588.The dynamic height is computed by dividing the NAVD 88
 LD0588.geopotential number by the normal gravity value computed on the
 LD0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0588.degrees latitude (g = 980.6199 gals.).
 LD0588
 LD0588.The modeled gravity was interpolated from observed gravity values.
 LD0588
 LD0588;                    North         East    Units  Estimated Accuracy
 LD0588;SPC MO E     -   514,440.      145,640.      MT  (+/- 180 meters Scaled)
 LD0588
 LD0588                          SUPERSEDED SURVEY CONTROL
 LD0588
 LD0588  NGVD 29 (??/??/92)  177.649  (m)          582.84   (f) ADJ UNCH    2 0
 LD0588
 LD0588.Superseded values are not recommended for survey control.
 LD0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0588.See file dsdata.txt to determine how the superseded data were derived.
 LD0588
 LD0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE076797(NAD 83)
 LD0588_MARKER: DB = BENCH MARK DISK
 LD0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0588_SP_SET: BRIDGE
 LD0588_STAMPING: J 85 1935
 LD0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0588
 LD0588  HISTORY     - Date     Condition        Report By
 LD0588  HISTORY     - 1935     MONUMENTED       CGS
 LD0588
 LD0588                          STATION DESCRIPTION
 LD0588
 LD0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0588'3.8 MI SW FROM REVERE.
 LD0588'3.8 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0588'RAILWAY FROM THE STATION AT REVERE, CLARK COUNTY, AT BRIDGE 259 B,
 LD0588'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST BACKWALL, 9
 LD0588'FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TRACK, AND
 LD0588'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LD0588'J 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0108 ***********************************************************************
 LE0108  DESIGNATION -  J 86
 LE0108  PID         -  LE0108
 LE0108  STATE/COUNTY-  MO/SCOTLAND
 LE0108  USGS QUAD   -  DOWNING (1966)
 LE0108
 LE0108                         *CURRENT SURVEY CONTROL
 LE0108  ___________________________________________________________________
 LE0108* NAD 83(1986)-  40 28 53.     (N)    092 18 53.     (W)     SCALED    
 LE0108* NAVD 88     -       222.709  (meters)     730.67   (feet)  ADJUSTED  
 LE0108  ___________________________________________________________________
 LE0108  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LE0108  DYNAMIC HT  -         222.595 (meters)     730.30  (feet)  COMP
 LE0108  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LE0108
 LE0108  VERT ORDER  -  SECOND    CLASS 0
 LE0108
 LE0108.The horizontal coordinates were scaled from a topographic map and have
 LE0108.an estimated accuracy of +/- 6 seconds.
 LE0108
 LE0108.The orthometric height was determined by differential leveling
 LE0108.and adjusted by the National Geodetic Survey in June 1991..
 LE0108
 LE0108.The geoid height was determined by GEOID03.
 LE0108
 LE0108.The dynamic height is computed by dividing the NAVD 88
 LE0108.geopotential number by the normal gravity value computed on the
 LE0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0108.degrees latitude (g = 980.6199 gals.).
 LE0108
 LE0108.The modeled gravity was interpolated from observed gravity values.
 LE0108
 LE0108;                    North         East    Units  Estimated Accuracy
 LE0108;SPC MO C     -   515,910.      515,710.      MT  (+/- 180 meters Scaled)
 LE0108
 LE0108                          SUPERSEDED SURVEY CONTROL
 LE0108
 LE0108  NGVD 29 (??/??/92)  222.718  (m)          730.70   (f) ADJ UNCH    2 0
 LE0108
 LE0108.Superseded values are not recommended for survey control.
 LE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0108.See file dsdata.txt to determine how the superseded data were derived.
 LE0108
 LE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE580814(NAD 83)
 LE0108_MARKER: DB = BENCH MARK DISK
 LE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0108_STAMPING: J 86 1935
 LE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0108+STABILITY: SURFACE MOTION
 LE0108
 LE0108  HISTORY     - Date     Condition        Report By
 LE0108  HISTORY     - 1935     MONUMENTED       CGS
 LE0108  HISTORY     - 1963     GOOD             USGS
 LE0108  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0108
 LE0108                          STATION DESCRIPTION
 LE0108
 LE0108'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LE0108'2.2 MI W FROM CRAWFORD.
 LE0108'CRAWFORD, ABOUT 2.2 MI. W. OF ON THE CB AND Q R.R. IN THE SW
 LE0108'COR SEC. 36, T.66N., R.13W., 48 FT N., 21 FT E. AND 3.3 FT
 LE0108'LOWER THAN A FIELD RD. X-ING., 21 FT E. OF CENTERLINE OF A GATE
 LE0108'WITH CONC. POSTS AND 1.5 FT S. OF A FE., IN A CONC. POST, A
 LE0108'STD. TABLET, STAMPED J 86 1935.
 LE0108
 LE0108                          STATION RECOVERY (1967)
 LE0108
 LE0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0610 ***********************************************************************
 GF0610  DESIGNATION -  J 9
 GF0610  PID         -  GF0610
 GF0610  STATE/COUNTY-  MO/BARRY
 GF0610  USGS QUAD   -  GARFIELD (1976)
 GF0610
 GF0610                         *CURRENT SURVEY CONTROL
 GF0610  ___________________________________________________________________
 GF0610* NAD 83(1986)-  36 29 58.     (N)    093 55 58.     (W)     SCALED    
 GF0610* NAVD 88     -       479.037  (meters)    1571.64   (feet)  ADJUSTED  
 GF0610  ___________________________________________________________________
 GF0610  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GF0610  DYNAMIC HT  -         478.613 (meters)    1570.25  (feet)  COMP
 GF0610  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 GF0610
 GF0610  VERT ORDER  -  FIRST     CLASS II
 GF0610
 GF0610.The horizontal coordinates were scaled from a topographic map and have
 GF0610.an estimated accuracy of +/- 6 seconds.
 GF0610
 GF0610.The orthometric height was determined by differential leveling
 GF0610.and adjusted by the National Geodetic Survey in June 1991..
 GF0610
 GF0610.The geoid height was determined by GEOID03.
 GF0610
 GF0610.The dynamic height is computed by dividing the NAVD 88
 GF0610.geopotential number by the normal gravity value computed on the
 GF0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0610.degrees latitude (g = 980.6199 gals.).
 GF0610
 GF0610.The modeled gravity was interpolated from observed gravity values.
 GF0610
 GF0610;                    North         East    Units  Estimated Accuracy
 GF0610;SPC MO W     -    37,070.      900,820.      MT  (+/- 180 meters Scaled)
 GF0610
 GF0610                          SUPERSEDED SURVEY CONTROL
 GF0610
 GF0610  NGVD 29 (??/??/92)  478.872  (m)         1571.10   (f) ADJ UNCH    1 2
 GF0610
 GF0610.Superseded values are not recommended for survey control.
 GF0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0610.See file dsdata.txt to determine how the superseded data were derived.
 GF0610
 GF0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA164397(NAD 83)
 GF0610_MARKER: DB = BENCH MARK DISK
 GF0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0610_STAMPING: 1571.009 J 9 1930
 GF0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0610+STABILITY: SURFACE MOTION
 GF0610
 GF0610  HISTORY     - Date     Condition        Report By
 GF0610  HISTORY     - 1930     MONUMENTED       CGS
 GF0610  HISTORY     - 1961     MARK NOT FOUND   NGS
 GF0610
 GF0610                          STATION DESCRIPTION
 GF0610
 GF0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GF0610'1.8 MI S FROM SELIGMAN.
 GF0610'1.8 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GF0610'THE STATION AT SELIGMAN, BARRY COUNTY, 110 YARDS NORTH OF THE
 GF0610'MISSOURI-ARKANSAS STATE LINE, 5-1/2 POLES SOUTH OF POLE 314+15,
 GF0610'100 FEET SOUTH OF A WHISTLE POST, 29 FEET WEST OF THE WEST RAIL, AND
 GF0610'18 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GF0610'ERRONEOUSLY STAMPED 1571.009 J 9 1930 AND SET IN THE TOP OF A
 GF0610'CONCRETE POST.  NOTE-- IT WAS REPORTED THAT THIS MARK WAS STAMPED
 GF0610'1571.009 FEET AND THE RECORDED ELEVATION IS 1571.099 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0678 ***********************************************************************
 JE0678  DESIGNATION -  J 9 B 1
 JE0678  PID         -  JE0678
 JE0678  STATE/COUNTY-  MO/BATES
 JE0678  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0678
 JE0678                         *CURRENT SURVEY CONTROL
 JE0678  ___________________________________________________________________
 JE0678* NAD 83(1986)-  38 07 37.     (N)    094 15 10.     (W)     SCALED    
 JE0678* NAVD 88     -       269.269  (meters)     883.43   (feet)  ADJUSTED  
 JE0678  ___________________________________________________________________
 JE0678  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE0678  DYNAMIC HT  -         269.072 (meters)     882.78  (feet)  COMP
 JE0678  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 JE0678
 JE0678  VERT ORDER  -  SECOND    CLASS 0
 JE0678
 JE0678.The horizontal coordinates were scaled from a topographic map and have
 JE0678.an estimated accuracy of +/- 6 seconds.
 JE0678
 JE0678.The orthometric height was determined by differential leveling
 JE0678.and adjusted by the National Geodetic Survey in June 1991..
 JE0678
 JE0678.The geoid height was determined by GEOID03.
 JE0678
 JE0678.The dynamic height is computed by dividing the NAVD 88
 JE0678.geopotential number by the normal gravity value computed on the
 JE0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0678.degrees latitude (g = 980.6199 gals.).
 JE0678
 JE0678.The modeled gravity was interpolated from observed gravity values.
 JE0678
 JE0678;                    North         East    Units  Estimated Accuracy
 JE0678;SPC MO W     -   217,570.      871,680.      MT  (+/- 180 meters Scaled)
 JE0678
 JE0678                          SUPERSEDED SURVEY CONTROL
 JE0678
 JE0678  NGVD 29 (??/??/92)  269.155  (m)          883.05   (f) ADJ UNCH    2 0
 JE0678
 JE0678.Superseded values are not recommended for survey control.
 JE0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0678.See file dsdata.txt to determine how the superseded data were derived.
 JE0678
 JE0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC901206(NAD 83)
 JE0678_MARKER: DZ = AZIMUTH MARK DISK
 JE0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0678+STABILITY: SURFACE MOTION
 JE0678
 JE0678  HISTORY     - Date     Condition        Report By
 JE0678  HISTORY     - UNK      MONUMENTED       DOD
 JE0678  HISTORY     - 1963     GOOD             NGS
 JE0678
 JE0678                          STATION DESCRIPTION
 JE0678
 JE0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0678'8.6 MI NE FROM RICH HILL.
 JE0678'ABOUT 0.5 MILE EAST ALONG PARK AVENUE FROM THE MISSOURI PACIFIC
 JE0678'RAILROAD STATION AT RICH HILL, THENCE 0.1 MILE NORTH ALONG U.S.
 JE0678'HIGHWAY 71, THENCE 6.05 MILES EAST ALONG STATE ROAD B, THENCE 2.55
 JE0678'MILES NORTH ALONG STATE ROAD N, ON THE NORTH SLOPE OF A HILL,
 JE0678'IN SECTION 29, T 39 N, R 30 W, 46 FEET EAST OF THE CENTER LINE OF
 JE0678'THE ROAD, 35 FEET SOUTH OF A POWER POLE, 2 FEET EAST OF A FENCE,
 JE0678'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JE0678'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JE0678'CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0677 ***********************************************************************
 JE0677  DESIGNATION -  J 9 B 2
 JE0677  PID         -  JE0677
 JE0677  STATE/COUNTY-  MO/BATES
 JE0677  USGS QUAD   -  PLEASANT GAP (1961)
 JE0677
 JE0677                         *CURRENT SURVEY CONTROL
 JE0677  ___________________________________________________________________
 JE0677* NAD 83(1986)-  38 07 44.     (N)    094 14 55.     (W)     SCALED    
 JE0677* NAVD 88     -       253.226  (meters)     830.79   (feet)  ADJUSTED  
 JE0677  ___________________________________________________________________
 JE0677  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE0677  DYNAMIC HT  -         253.040 (meters)     830.18  (feet)  COMP
 JE0677  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 JE0677
 JE0677  VERT ORDER  -  SECOND    CLASS 0
 JE0677
 JE0677.The horizontal coordinates were scaled from a topographic map and have
 JE0677.an estimated accuracy of +/- 6 seconds.
 JE0677
 JE0677.The orthometric height was determined by differential leveling
 JE0677.and adjusted by the National Geodetic Survey in June 1991..
 JE0677
 JE0677.The geoid height was determined by GEOID03.
 JE0677
 JE0677.The dynamic height is computed by dividing the NAVD 88
 JE0677.geopotential number by the normal gravity value computed on the
 JE0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0677.degrees latitude (g = 980.6199 gals.).
 JE0677
 JE0677.The modeled gravity was interpolated from observed gravity values.
 JE0677
 JE0677;                    North         East    Units  Estimated Accuracy
 JE0677;SPC MO W     -   217,790.      872,040.      MT  (+/- 180 meters Scaled)
 JE0677
 JE0677                          SUPERSEDED SURVEY CONTROL
 JE0677
 JE0677  NGVD 29 (??/??/92)  253.111  (m)          830.41   (f) ADJ UNCH    2 0
 JE0677
 JE0677.Superseded values are not recommended for survey control.
 JE0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0677.See file dsdata.txt to determine how the superseded data were derived.
 JE0677
 JE0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC905208(NAD 83)
 JE0677_MARKER: DZ = AZIMUTH MARK DISK
 JE0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0677+STABILITY: SURFACE MOTION
 JE0677
 JE0677  HISTORY     - Date     Condition        Report By
 JE0677  HISTORY     - UNK      MONUMENTED       DOD
 JE0677  HISTORY     - 1963     GOOD             NGS
 JE0677
 JE0677                          STATION DESCRIPTION
 JE0677
 JE0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0677'8.8 MI NE FROM RICH HILL.
 JE0677'ABOUT 0.5 MILE EAST ALONG PARK AVENUE FROM THE MISSOURI PACIFIC
 JE0677'RAILROAD STATION AT RICH HILL, THENCE 0.1 MILE NORTH ALONG
 JE0677'U.S. HIGHWAY 71, THENCE 6.05 MILES EAST ALONG STATE ROAD B,
 JE0677'THENCE 2.55 MILES NORTH ALONG STATE ROAD N, THENCE 0.2 MILE
 JE0677'EAST-NORTHEAST ACROSS COUNTRY, OR 0.2 MILE SOUTH ALONG STATE
 JE0677'ROAD O FROM THE CHRISTIAN CHURCH AT PLEASANT GAP, THENCE 4.0
 JE0677'MILES WEST ALONG A GRADED DIRT ROAD, THENCE 3.1 MILES SOUTH ALONG
 JE0677'STATE ROAD N, THENCE 0.2 MILE EAST-NORTHEAST ACROSS COUNTRY,
 JE0677'IN SECTION 29, T 39 N, R 30 W, ON THE WEST BANK OF A CREEK, 2
 JE0677'FEET WEST OF A FENCE, AND ON THE TOP SURFACE OVER THE CENTER
 JE0677'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP
 JE0677'OF AN 18-INCH CONCRETE CYLINDER PROJECTING 6 FEET.  USAF MONOLITH
 JE0677'AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0914 ***********************************************************************
 JD0914  DESIGNATION -  J 96
 JD0914  PID         -  JD0914
 JD0914  STATE/COUNTY-  MO/PETTIS
 JD0914  USGS QUAD   -  BEAMAN (1978)
 JD0914
 JD0914                         *CURRENT SURVEY CONTROL
 JD0914  ___________________________________________________________________
 JD0914* NAD 83(1986)-  38 48 13.     (N)    093 13 25.     (W)     SCALED    
 JD0914* NAVD 88     -       212.870  (meters)     698.39   (feet)  ADJUSTED  
 JD0914  ___________________________________________________________________
 JD0914  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0914  DYNAMIC HT  -         212.730 (meters)     697.93  (feet)  COMP
 JD0914  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 JD0914
 JD0914  VERT ORDER  -  SECOND    CLASS 0
 JD0914
 JD0914.The horizontal coordinates were scaled from a topographic map and have
 JD0914.an estimated accuracy of +/- 6 seconds.
 JD0914
 JD0914.The orthometric height was determined by differential leveling
 JD0914.and adjusted by the National Geodetic Survey in June 1991..
 JD0914
 JD0914.The geoid height was determined by GEOID03.
 JD0914
 JD0914.The dynamic height is computed by dividing the NAVD 88
 JD0914.geopotential number by the normal gravity value computed on the
 JD0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0914.degrees latitude (g = 980.6199 gals.).
 JD0914
 JD0914.The modeled gravity was interpolated from observed gravity values.
 JD0914
 JD0914;                    North         East    Units  Estimated Accuracy
 JD0914;SPC MO C     -   329,880.      437,150.      MT  (+/- 180 meters Scaled)
 JD0914
 JD0914                          SUPERSEDED SURVEY CONTROL
 JD0914
 JD0914  NGVD 29 (??/??/92)  212.778  (m)          698.09   (f) ADJ UNCH    2 0
 JD0914
 JD0914.Superseded values are not recommended for survey control.
 JD0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0914.See file dsdata.txt to determine how the superseded data were derived.
 JD0914
 JD0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC805950(NAD 83)
 JD0914_MARKER: DB = BENCH MARK DISK
 JD0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0914_SP_SET: BRIDGE
 JD0914_STAMPING: J 96 1935
 JD0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0914
 JD0914  HISTORY     - Date     Condition        Report By
 JD0914  HISTORY     - 1935     MONUMENTED       CGS
 JD0914  HISTORY     - 1962     GOOD             NGS
 JD0914
 JD0914                          STATION DESCRIPTION
 JD0914
 JD0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0914'6.2 MI N FROM SEDALIA.
 JD0914'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0914'STATION AT SEDALIA, THENCE 5.9 MILES NORTH ALONG U.S. HIGHWAY
 JD0914'65, AT A STEEL BRIDGE NO. C 281 OVER MUDDY CREEK, IN THE TOP OF
 JD0914'THE NORTH END OF THE WEST CONCRETE RETAINING WALL, 14.8 FEET
 JD0914'WEST OF THE CENTERLINE OF THE HIGHWAY, 0.5 FEET SOUTH OF THE
 JD0914'NORTH EDGE OF THE RETAINING WALL, ABOUT LEVEL WITH THE HIGHWAY,
 JD0914'A DISK DRILLED IN THE TOP OF THE
 JD0914'RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0750 ***********************************************************************
 JD0750  DESIGNATION -  J 97
 JD0750  PID         -  JD0750
 JD0750  STATE/COUNTY-  MO/SALINE
 JD0750  USGS QUAD   -  LONGWOOD (1979)
 JD0750
 JD0750                         *CURRENT SURVEY CONTROL
 JD0750  ___________________________________________________________________
 JD0750* NAD 83(1986)-  38 57 37.     (N)    093 07 46.     (W)     SCALED    
 JD0750* NAVD 88     -       236.079  (meters)     774.54   (feet)  ADJUSTED  
 JD0750  ___________________________________________________________________
 JD0750  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD0750  DYNAMIC HT  -         235.930 (meters)     774.05  (feet)  COMP
 JD0750  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JD0750
 JD0750  VERT ORDER  -  SECOND    CLASS 0
 JD0750
 JD0750.The horizontal coordinates were scaled from a topographic map and have
 JD0750.an estimated accuracy of +/- 6 seconds.
 JD0750
 JD0750.The orthometric height was determined by differential leveling
 JD0750.and adjusted by the National Geodetic Survey in June 1991..
 JD0750.WARNING-Repeat measurements at this control monument indicate possible
 JD0750.vertical movement.
 JD0750
 JD0750.The geoid height was determined by GEOID03.
 JD0750
 JD0750.The dynamic height is computed by dividing the NAVD 88
 JD0750.geopotential number by the normal gravity value computed on the
 JD0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0750.degrees latitude (g = 980.6199 gals.).
 JD0750
 JD0750.The modeled gravity was interpolated from observed gravity values.
 JD0750
 JD0750;                    North         East    Units  Estimated Accuracy
 JD0750;SPC MO C     -   347,210.      445,450.      MT  (+/- 180 meters Scaled)
 JD0750
 JD0750                          SUPERSEDED SURVEY CONTROL
 JD0750
 JD0750  NGVD 29 (??/??/92)  235.999  (m)          774.27   (f) ADJ UNCH    2 0
 JD0750
 JD0750.Superseded values are not recommended for survey control.
 JD0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0750.See file dsdata.txt to determine how the superseded data were derived.
 JD0750
 JD0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD887123(NAD 83)
 JD0750_MARKER: DB = BENCH MARK DISK
 JD0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0750_STAMPING: J 97 1935
 JD0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0750+STABILITY: SURFACE MOTION
 JD0750
 JD0750  HISTORY     - Date     Condition        Report By
 JD0750  HISTORY     - 1935     MONUMENTED       CGS
 JD0750  HISTORY     - 1962     GOOD             NGS
 JD0750
 JD0750                          STATION DESCRIPTION
 JD0750
 JD0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0750'17.5 MI E FROM SWEET SPRINGS.
 JD0750'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0750'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 12.0 MILES
 JD0750'EAST ALONG INTERSTATE 70, THENCE 0.2 MILE SOUTH ALONG U.S.
 JD0750'HIGHWAY 65, THENCE 4.5 MILES EAST ALONG U.S. HIGHWAY 40, 50 FEET
 JD0750'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 39 FEET EAST OF THE
 JD0750'CENTERLINE OF A DIRT ROAD, 30 FEET SOUTH OF THE CENTERLINE OF
 JD0750'HIGHWAY 40, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE
 JD0750'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0286 ***********************************************************************
 JD0286  DESIGNATION -  J 98
 JD0286  PID         -  JD0286
 JD0286  STATE/COUNTY-  MO/MILLER
 JD0286  USGS QUAD   -  ELDON (1983)
 JD0286
 JD0286                         *CURRENT SURVEY CONTROL
 JD0286  ___________________________________________________________________
 JD0286* NAD 83(1986)-  38 21 44.     (N)    092 31 05.     (W)     SCALED    
 JD0286* NAVD 88     -       269.572  (meters)     884.42   (feet)  ADJUSTED  
 JD0286  ___________________________________________________________________
 JD0286  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD0286  DYNAMIC HT  -         269.384 (meters)     883.80  (feet)  COMP
 JD0286  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 JD0286
 JD0286  VERT ORDER  -  SECOND    CLASS 0
 JD0286
 JD0286.The horizontal coordinates were scaled from a topographic map and have
 JD0286.an estimated accuracy of +/- 6 seconds.
 JD0286
 JD0286.The orthometric height was determined by differential leveling
 JD0286.and adjusted by the National Geodetic Survey in June 1991..
 JD0286
 JD0286.The geoid height was determined by GEOID03.
 JD0286
 JD0286.The dynamic height is computed by dividing the NAVD 88
 JD0286.geopotential number by the normal gravity value computed on the
 JD0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0286.degrees latitude (g = 980.6199 gals.).
 JD0286
 JD0286.The modeled gravity was interpolated from observed gravity values.
 JD0286
 JD0286;                    North         East    Units  Estimated Accuracy
 JD0286;SPC MO C     -   280,640.      498,420.      MT  (+/- 180 meters Scaled)
 JD0286
 JD0286                          SUPERSEDED SURVEY CONTROL
 JD0286
 JD0286  NGVD 29 (??/??/92)  269.520  (m)          884.25   (f) ADJ UNCH    2 0
 JD0286
 JD0286.Superseded values are not recommended for survey control.
 JD0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0286.See file dsdata.txt to determine how the superseded data were derived.
 JD0286
 JD0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC421461(NAD 83)
 JD0286_MARKER: DB = BENCH MARK DISK
 JD0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0286_STAMPING: J 98 1935
 JD0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0286+STABILITY: SURFACE MOTION
 JD0286
 JD0286  HISTORY     - Date     Condition        Report By
 JD0286  HISTORY     - 1935     MONUMENTED       CGS
 JD0286
 JD0286                          STATION DESCRIPTION
 JD0286
 JD0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0286'3.7 MI E FROM ELDON.
 JD0286'3.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0286'RAILROAD FROM THE STATION AT ELDON, 10-1/2 POLES WEST OF MILEPOST
 JD0286'156, 2 RAILS EAST OF A ROAD CROSSING, AND 40 FEET SOUTH OF THE
 JD0286'TRACK.  A STANDARD DISK, STAMPED J 98 1935 AND SET IN THE TOP OF
 JD0286'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0853 ***********************************************************************
 JC0853  DESIGNATION -  J 99
 JC0853  PID         -  JC0853
 JC0853  STATE/COUNTY-  MO/MARIES
 JC0853  USGS QUAD   -  SUMMERFIELD (1981)
 JC0853
 JC0853                         *CURRENT SURVEY CONTROL
 JC0853  ___________________________________________________________________
 JC0853* NAD 83(1986)-  38 17 12.     (N)    091 49 12.     (W)     SCALED    
 JC0853* NAVD 88     -       238.807  (meters)     783.49   (feet)  ADJUSTED  
 JC0853  ___________________________________________________________________
 JC0853  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JC0853  DYNAMIC HT  -         238.640 (meters)     782.94  (feet)  COMP
 JC0853  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 JC0853
 JC0853  VERT ORDER  -  SECOND    CLASS 0
 JC0853
 JC0853.The horizontal coordinates were scaled from a topographic map and have
 JC0853.an estimated accuracy of +/- 6 seconds.
 JC0853
 JC0853.The orthometric height was determined by differential leveling
 JC0853.and adjusted by the National Geodetic Survey in June 1991..
 JC0853
 JC0853.The geoid height was determined by GEOID03.
 JC0853
 JC0853.The dynamic height is computed by dividing the NAVD 88
 JC0853.geopotential number by the normal gravity value computed on the
 JC0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0853.degrees latitude (g = 980.6199 gals.).
 JC0853
 JC0853.The modeled gravity was interpolated from observed gravity values.
 JC0853
 JC0853;                    North         East    Units  Estimated Accuracy
 JC0853;SPC MO C     -   272,470.      559,490.      MT  (+/- 180 meters Scaled)
 JC0853
 JC0853                          SUPERSEDED SURVEY CONTROL
 JC0853
 JC0853  NGVD 29 (??/??/92)  238.788  (m)          783.42   (f) ADJ UNCH    2 0
 JC0853
 JC0853.Superseded values are not recommended for survey control.
 JC0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0853.See file dsdata.txt to determine how the superseded data were derived.
 JC0853
 JC0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC031382(NAD 83)
 JC0853_MARKER: DB = BENCH MARK DISK
 JC0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0853_STAMPING: J 99 1935
 JC0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0853+STABILITY: SURFACE MOTION
 JC0853
 JC0853  HISTORY     - Date     Condition        Report By
 JC0853  HISTORY     - 1935     MONUMENTED       CGS
 JC0853
 JC0853                          STATION DESCRIPTION
 JC0853
 JC0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0853'1.2 MI W FROM SUMMERFIELD.
 JC0853'1.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0853'RAILROAD FROM THE STATION AT SUMMERFIELD, MARIES COUNTY, 32
 JC0853'POLES WEST OF MILEPOST 111, AT A ROAD CROSSING, 8 YARDS EAST
 JC0853'OF THE CENTERLINE OF THE ROAD, 7 YARDS SOUTH OF THE CENTERLINE
 JC0853'OF THE TRACK, AND 2 YARDS NORTH OF A FENCE.  A STANDARD DISK,
 JC0853'STAMPED J 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0752 ***********************************************************************
 JC0752  DESIGNATION -  J=851
 JC0752  PID         -  JC0752
 JC0752  STATE/COUNTY-  MO/FRANKLIN
 JC0752  USGS QUAD   -  STANTON (1980)
 JC0752
 JC0752                         *CURRENT SURVEY CONTROL
 JC0752  ___________________________________________________________________
 JC0752* NAD 83(1986)-  38 18 06.     (N)    091 02 25.     (W)     SCALED    
 JC0752* NAVD 88     -       256.167  (meters)     840.44   (feet)  ADJUSTED  
 JC0752  ___________________________________________________________________
 JC0752  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 JC0752  DYNAMIC HT  -         255.994 (meters)     839.87  (feet)  COMP
 JC0752  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 JC0752
 JC0752  VERT ORDER  -  FIRST     CLASS II
 JC0752
 JC0752.The horizontal coordinates were scaled from a topographic map and have
 JC0752.an estimated accuracy of +/- 6 seconds.
 JC0752
 JC0752.The orthometric height was determined by differential leveling
 JC0752.and adjusted by the National Geodetic Survey in June 1991..
 JC0752
 JC0752.The geoid height was determined by GEOID03.
 JC0752
 JC0752.The dynamic height is computed by dividing the NAVD 88
 JC0752.geopotential number by the normal gravity value computed on the
 JC0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0752.degrees latitude (g = 980.6199 gals.).
 JC0752
 JC0752.The modeled gravity was interpolated from observed gravity values.
 JC0752
 JC0752;                    North         East    Units  Estimated Accuracy
 JC0752;SPC MO E     -   274,050.      202,740.      MT  (+/- 180 meters Scaled)
 JC0752
 JC0752                          SUPERSEDED SURVEY CONTROL
 JC0752
 JC0752  NGVD 29 (??/??/92)  256.203  (m)          840.56   (f) ADJ UNCH    1 2
 JC0752
 JC0752.Superseded values are not recommended for survey control.
 JC0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0752.See file dsdata.txt to determine how the superseded data were derived.
 JC0752
 JC0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC713411(NAD 83)
 JC0752_MARKER: P = PIPE CAP
 JC0752_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0752_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0752_STAMPING: 840
 JC0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0752
 JC0752  HISTORY     - Date     Condition        Report By
 JC0752  HISTORY     - UNK      MONUMENTED       USGS
 JC0752  HISTORY     - 1949     GOOD             NGS
 JC0752  HISTORY     - 1972     GOOD             NGS
 JC0752
 JC0752                          STATION DESCRIPTION
 JC0752
 JC0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0752'5 MI SW FROM ST CLAIR.
 JC0752'ABOUT 5.05 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0752'RAILWAY FROM THE STATION AT ST. CLAIR, AT A PUBLIC GRAVEL
 JC0752'ROAD CROSSING, AT ANACONDA, AT MILE POLE 57-8 1/2, 78 FEET
 JC0752'NORTHWEST OF THE MAIN TRACK CROSSING, 74 FEET NORTHWEST OF THE
 JC0752'NORTHWEST RAIL OF THE MAIN TRACK, 18 FEET NORTHWEST OF THE
 JC0752'CENTER LINE OF GRAVEL ROAD PARALLEL TO THE TRACK, 4 FEET WEST OF
 JC0752'A YARD FENCE CORNER, 3.5 FEET NORTHWEST OF TELEPHONE POLE 848,
 JC0752'1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 JC0752'BELOW THE LEVEL OF THE TRACK AND PROJECTS 5 INCHES.  NOTE-- MARK
 JC0752'IS STAMPED 840.
 JC0752
 JC0752                          STATION RECOVERY (1972)
 JC0752
 JC0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JC0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1659 ***********************************************************************
 KE1659  DESIGNATION -  JA 20
 KE1659  PID         -  KE1659
 KE1659  STATE/COUNTY-  MO/JACKSON
 KE1659  USGS QUAD   -  INDEPENDENCE (1990)
 KE1659
 KE1659                         *CURRENT SURVEY CONTROL
 KE1659  ___________________________________________________________________
 KE1659* NAD 83(1997)-  39 01 35.95107(N)    094 27 38.36194(W)     ADJUSTED  
 KE1659* NAVD 88     -       290.8    (meters)     954.     (feet)  VERTCON   
 KE1659  ___________________________________________________________________
 KE1659  X           -    -385,891.098 (meters)                     COMP
 KE1659  Y           -  -4,946,636.207 (meters)                     COMP
 KE1659  Z           -   3,994,778.622 (meters)                     COMP
 KE1659  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 KE1659  ELLIP HEIGHT-         258.11  (meters)          (02/17/00) GPS OBS
 KE1659  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1659
 KE1659  HORZ ORDER  -  FIRST
 KE1659  ELLP ORDER  -  FOURTH    CLASS I
 KE1659
 KE1659.The horizontal coordinates were established by GPS observations
 KE1659.and adjusted by the National Geodetic Survey in February 2000..
 KE1659
 KE1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1659
 KE1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1659
 KE1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1659
 KE1659.The ellipsoidal height was determined by GPS observations
 KE1659.and is referenced to NAD 83.
 KE1659
 KE1659.The geoid height was determined by GEOID03.
 KE1659
 KE1659;                    North         East     Units Scale Factor Converg.
 KE1659;SPC MO W     -   317,408.865   853,406.742   MT  0.99994132   +0 01 29.2
 KE1659;UTM  15      - 4,320,749.250   373,563.826   MT  0.99979684   -0 55 11.5
 KE1659
 KE1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1659!SPC MO W     -   0.99995951  x   0.99994132  =   0.99990083
 KE1659!UTM  15      -   0.99995951  x   0.99979684  =   0.99975635
 KE1659
 KE1659                          SUPERSEDED SURVEY CONTROL
 KE1659
 KE1659  NAD 83(1997)-  39 01 35.95109(N)    094 27 38.36196(W) AD(       ) 1
 KE1659  NAD 83(1986)-  39 01 35.95839(N)    094 27 38.35730(W) AD(       ) 1
 KE1659  NAD 83(1986)-  39 01 35.96022(N)    094 27 38.35806(W) AD(       ) 1
 KE1659  NGVD 29 (03/28/90)  290.7    (m)          954.     (f) GPS OBS        
 KE1659
 KE1659.Superseded values are not recommended for survey control.
 KE1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1659.See file dsdata.txt to determine how the superseded data were derived.
 KE1659
 KE1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7356420749(NAD 83)
 KE1659_MARKER: A = ALUMINUM MARKER
 KE1659_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KE1659_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KE1659_STAMPING: JA 20 1987
 KE1659_MARK LOGO: KS-209
 KE1659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KE1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1659+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 KE1659
 KE1659  HISTORY     - Date     Condition        Report By
 KE1659  HISTORY     - UNK      MONUMENTED
 KE1659  HISTORY     - 19881028 GOOD             KS-209
 KE1659  HISTORY     - 20020610 GOOD             INDIV
 KE1659  HISTORY     - 20050325 GOOD             GEOCAC
 KE1659
 KE1659                          STATION DESCRIPTION
 KE1659
 KE1659'DESCRIBED BY WYANDOTTE COUNTY KANSAS 1988
 KE1659'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 33 TOWNSHIP
 KE1659'49 NORTH RANGE 32 WEST IN THE NORTH CENTRAL PART OF RAYTOWN, MISSOURI.
 KE1659'STATION IS ON THE NORTH RIGHT OF WAY OF 53RD STREET JUST EAST OF THE
 KE1659'INTERSECTION OF 53RD STREET AND MAYWOOD AVENUE TO THE SOUTH.
 KE1659'TO REACH STATION FROM THE INTERCHANGE OF MISSOURI HIGHWAY 350 AND 63RD
 KE1659'STREET PROCEED EAST ON 63RD STREET 2.0 KM (1.25 MI) TO THE
 KE1659'INTERSECTION OF RAYTOWN ROAD, THEN TURN LEFT AND PROCEED NORTH ON
 KE1659'RAYTOWN ROAD 2.09 KM (1.30 MI) TO THE INTERSECTION OF 53RD STREET,
 KE1659'THEN TURN RIGHT AND PROCEED EAST ON 53RD STREET .72 KM (0.45 MI).
 KE1659'STATION IS ON THE LEFT NEAR THE SOUTH FENCE OF BROOKING CEMETERY.
 KE1659'STATION IS 39.01 M (128.0 FT) WEST OF THE WEST ENTRANCE TO BROOKINGS
 KE1659'CEMETERY, 22.0 M (72.2 FT) NORTHEAST OF THE CENTER OF A FIRE HYDRANT
 KE1659'IN THE SOUTHWEST QUADRANT OF THE STREET INTERSECTION, 2.85 M (9.4 FT)
 KE1659'NORTH OF A CONCRETE NAIL AND SHINER WHICH IS .24 M (0.8 FT) SOUTH OF
 KE1659'THE NORTH EDGE OF 53RD STREET PAVEMENT, .67 M (2.2 FT) SOUTH OF THE
 KE1659'CEMETERY FENCE.
 KE1659
 KE1659                          STATION RECOVERY (2002)
 KE1659
 KE1659'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 KE1659'MARK IS STAMPED WITH THE YEAR 1986
 KE1659
 KE1659                          STATION RECOVERY (2005)
 KE1659
 KE1659'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 KE1659'CONCRETE NAIL AND SHINER HAVE BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1023 ***********************************************************************
 KD1023  DESIGNATION -  JACK
 KD1023  PID         -  KD1023
 KD1023  STATE/COUNTY-  MO/RANDOLPH
 KD1023  USGS QUAD   -  JACKSONVILLE (1971)
 KD1023
 KD1023                         *CURRENT SURVEY CONTROL
 KD1023  ___________________________________________________________________
 KD1023* NAD 83(1997)-  39 33 16.25718(N)    092 27 25.19375(W)     ADJUSTED  
 KD1023* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 KD1023  ___________________________________________________________________
 KD1023  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 KD1023  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KD1023
 KD1023  HORZ ORDER  -  SECOND
 KD1023
 KD1023.The horizontal coordinates were established by classical geodetic methods
 KD1023.and adjusted by the National Geodetic Survey in February 2000..
 KD1023
 KD1023.The orthometric height was scaled from a topographic map.
 KD1023
 KD1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1023
 KD1023.The geoid height was determined by GEOID03.
 KD1023
 KD1023;                    North         East     Units Scale Factor Converg.
 KD1023;SPC MO C     -   412,990.358   503,695.589   MT  0.99993350   +0 01 38.6
 KD1023;UTM  15      - 4,378,455.517   546,650.394   MT  0.99962679   +0 20 44.9
 KD1023
 KD1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1023!SPC MO C     -   0.99996362  x   0.99993350  =   0.99989712
 KD1023!UTM  15      -   0.99996362  x   0.99962679  =   0.99959042
 KD1023
 KD1023:                Primary Azimuth Mark                     Grid Az
 KD1023:SPC MO C     -  JACK AZ MK                               159 12 02.6
 KD1023:UTM  15      -  JACK AZ MK                               158 52 56.3
 KD1023
 KD1023|---------------------------------------------------------------------|
 KD1023| PID    Reference Object                     Distance      Geod. Az  |
 KD1023|                                                           dddmmss.s |
 KD1023| CL9593 JACK AZ MK                                         1591341.2 |
 KD1023| CL9596 JACK RM 3                            30.827 METERS 16212     |
 KD1023| CL9594 JACK RM 1                            30.379 METERS 16234     |
 KD1023| CL9595 JACK RM 2                            29.664 METERS 26217     |
 KD1023|---------------------------------------------------------------------|
 KD1023
 KD1023                          SUPERSEDED SURVEY CONTROL
 KD1023
 KD1023  NAD 83(1997)-  39 33 16.26287(N)    092 27 25.20157(W) AD(       ) 2
 KD1023  NAD 83(1986)-  39 33 16.26316(N)    092 27 25.20173(W) AD(       ) 2
 KD1023  NAD 27      -  39 33 16.14560(N)    092 27 24.53930(W) AD(       ) 2
 KD1023
 KD1023.Superseded values are not recommended for survey control.
 KD1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1023.See file dsdata.txt to determine how the superseded data were derived.
 KD1023
 KD1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4665078456(NAD 83)
 KD1023_MARKER: DS = TRIANGULATION STATION DISK
 KD1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1023+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 KD1023
 KD1023  HISTORY     - Date     Condition        Report By
 KD1023  HISTORY     - 1948     MONUMENTED       CGS
 KD1023  HISTORY     - 1966     GOOD             CGS
 KD1023  HISTORY     - 1966     GOOD             CGS
 KD1023  HISTORY     - 1968     GOOD             USGS
 KD1023  HISTORY     - 20040414 GOOD             MODNR
 KD1023
 KD1023                          STATION DESCRIPTION
 KD1023
 KD1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1023'STATION IS LOCATED ABOUT 3 MILES NORTH OF CAIRO AND 2-1/2 MILES
 KD1023'SOUTH OF JACKSONVILLE ON THE RIGHT OF WAY OF THE WABASH
 KD1023'RAILROAD.  STATION IS 48 FEET WEST OF THE WEST RAIL OF TRACK,
 KD1023'30 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY AND
 KD1023'8 FEET EAST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND
 KD1023'AND THE DISK IS STAMPED JACK 1948.
 KD1023'
 KD1023'REFERENCE MARK NO. 1 IS 99.67 FEET SOUTH OF STATION, 53 FEET
 KD1023'WEST OF THE WEST RAIL OF TRACK AND 2 FEET EAST OF FENCE.  THE
 KD1023'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED JACK
 KD1023'NO 1 1948.
 KD1023'
 KD1023'REFERENCE MARK NO. 2 IS 97.70 FEET WEST OF STATION AND 1 FOOT
 KD1023'WEST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 KD1023'DISK IS STAMPED JACK NO 2 1948.
 KD1023'
 KD1023'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE SOUTH OF STATION, 51
 KD1023'FEET WEST OF THE WEST RAIL OF TRACK, 50 FEET NORTH OF GATE
 KD1023'POST AND 5 FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT 4
 KD1023'INCHES AND THE DISK IS STAMPED JACK 1948.
 KD1023'
 KD1023'TO REACH FROM THE RAILROAD DEPOT IN CAIRO GO NORTH ON U.S.
 KD1023'HIGHWAY 63 FOR 2.55 MILES TO DRIVEWAY ON LEFT.  TURN LEFT
 KD1023'AND GO WEST CROSSING RAILROAD TRACKS TO FENCELINE AND TO AZIMUTH
 KD1023'MARK AS DESCRIBED.  CONTINUE NORTH ON U.S. HIGHWAY 63 FOR 0.45
 KD1023'MILE TO ANOTHER DRIVEWAY ON LEFT.  TURN LEFT CROSSING
 KD1023'RAILROAD TRACKS TO FENCELINE AND TO STATION AS DESCRIBED.
 KD1023'
 KD1023'A 100 FOOT SIGNAL AT STATION CAIRO IS VISIBLE AT 37 FEET.
 KD1023'
 KD1023'AN 87 FOOT SIGNAL AT STATION DARK IS VISIBLE AT 50 FEET.
 KD1023'
 KD1023'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD1023
 KD1023                          STATION RECOVERY (1966)
 KD1023
 KD1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1023'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND
 KD1023'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS RECOVERED AND
 KD1023'FOUND IN GOOD CONDITION, BUT THE MARK COULD OF BEEN DISTURBED
 KD1023'BY FARM MACHINERY.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED.
 KD1023'
 KD1023'REFERENCE MARK NO. 3 WAS SET.
 KD1023'
 KD1023'FOLLOWING IS A NEW DESCRIPTION.
 KD1023'
 KD1023'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 63 AND COUNTY ROADS Z
 KD1023'AND K, IN CAIRO, GO NORTHERLY ON U.S. HIGHWAY 63 FOR 2.8 MILES TO
 KD1023'A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK ACROSS THE RAILROAD
 KD1023'TRACK NORTH OF THE DRIVEWAY.  CONTINUE NORTH ON U.S. HIGHWAY 63 FOR
 KD1023'0.45 MILE TO A DRIVEWAY ON THE LEFT AND THE STATION ACROSS THE
 KD1023'RAILROAD TRACK NEAR A NORTH-SOUTH FENCE.
 KD1023'
 KD1023'STATION MARK, A STANDARD DISK STAMPED JACK 1948, IS SET IN THE TOP OF
 KD1023'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 48 FEET WEST
 KD1023'OF THE WEST RAIL OF RAILROAD TRACK, 30 FEET SOUTH OF THE CENTER OF
 KD1023'THE DRIVEWAY, 8 FEET EAST OF THE FENCE, AND 1 FOOT SOUTH OF A
 KD1023'METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 KD1023'
 KD1023'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JACK NO. 2 1948, IS
 KD1023'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KD1023'IT IS 1 FOOT WEST OF A FENCE.
 KD1023'
 KD1023'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JACK 1948 NO. 3 1966,
 KD1023'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KD1023'IT IS 53 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 13.5
 KD1023'FEET SOUTHEAST OF POWERLINE POLE NO. 150, AND 3 FEET EAST OF THE
 KD1023'FENCE.
 KD1023'
 KD1023'AZIMUTH MARK, A STANDARD DISK STAMPED JACK 1948, IS SET IN THE TOP
 KD1023'OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 51 FEET
 KD1023'WEST OF THE WEST RAIL OF RAILROAD TRACK, 50 FEET NORTH OF NORTH
 KD1023'GATE POST FOR A GATE, 5 FEET EAST OF A FENCE, AND 1 FOOT NORTH OF A
 KD1023'METAL WITNESS POST.
 KD1023'
 KD1023'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES SOUTH
 KD1023'OF JACKSONVILLE
 KD1023
 KD1023                          STATION RECOVERY (1966)
 KD1023
 KD1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EEB)
 KD1023'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 KD1023'CONDITION.  REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND IN GOOD
 KD1023'CONDITION, BUT THE MARK COULD OF BEEN DISTURBED BY FARM MACHINERY.
 KD1023'REFERENCE MARK NO. 1 WAS FOUND DESTROYED.
 KD1023'
 KD1023'REFERENCE MARK NO. 3 WAS SET.
 KD1023'
 KD1023'FOLLOWING IS A NEW DESCRIPTION.
 KD1023'
 KD1023'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 63 AND COUNTY ROADS Z
 KD1023'AND K, IN CAIRO, GO NORTHERLY ON U.S. HIGHWAY 63 FOR 2.8 MILES TO
 KD1023'A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK ACROSS THE RAILROAD
 KD1023'TRACK NORTH OF THE DRIVEWAY.  CONTINUE NORTH ON U.S. HIGHWAY 63
 KD1023'FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT AND THE STATION ACROSS THE
 KD1023'RAILROAD TRACK NEAR A NORTH-SOUTH FENCE.
 KD1023'
 KD1023'STATION MARK, A STANDARD DISK STAMPED JACK 1948, IS SET IN THE TOP
 KD1023'OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 48 FEET
 KD1023'WEST OF THE WEST RAIL OF RAILROAD TRACK, 30 FEET SOUTH OF THE
 KD1023'CENTER OF THE DRIVEWAY, 8 FEET EAST OF THE FENCE, AND 1 FOOT SOUTH
 KD1023'OF A METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT
 KD1023'INSPECTED.
 KD1023'
 KD1023'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JACK NO. 2 1948, IS
 KD1023'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KD1023'IT IS 1 FOOT WEST OF A FENCE.
 KD1023'
 KD1023'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JACK 1948 NO. 3
 KD1023'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KD1023'4 INCHES.  IT 53 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 KD1023'13.5 FEET SOUTHEAST OF POWERLINE POLE NO. 150, AND 3 FEET EAST OF
 KD1023'THE FENCE.
 KD1023'
 KD1023'AZIMUTH MARK, A STANDARD DISK STAMPED JACK 1948, IS SET IN THE TOP
 KD1023'OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 51 FEET
 KD1023'WEST OF THE WEST RAIL OF RAILROAD TRACK, 50 FEET NORTH OF NORTH
 KD1023'GATE POST FOR A GATE, 5 FEET EAST OF A FENCE, AND 1 FOOT NORTH OF A
 KD1023'METAL WITNESS POST.
 KD1023'
 KD1023'DIRECTION AZIMUTH MARK TO RM2 DOES NOT CHECK 1948 OBSERVATION BY
 KD1023'0 DEG 08 MIN 25 SEC.
 KD1023'
 KD1023'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES SOUTH
 KD1023'OF JACKSONVILLE.
 KD1023
 KD1023                          STATION RECOVERY (1968)
 KD1023
 KD1023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JFS)
 KD1023'ALL MARKS FOUND AS DESCRIBED.
 KD1023'
 KD1023'DIRECTION AND DISTANCE 3 MI. N OF CAIRO.
 KD1023
 KD1023                          STATION RECOVERY (2004)
 KD1023
 KD1023'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 KD1023'STATION AND RM 2 RECOVERED IN GOOD CONDITION. RM 3 HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0803 ***********************************************************************
 HC0803  DESIGNATION -  JACKS
 HC0803  PID         -  HC0803
 HC0803  STATE/COUNTY-  MO/SHANNON
 HC0803  USGS QUAD   -  ALLEY SPRING (1985)
 HC0803
 HC0803                         *CURRENT SURVEY CONTROL
 HC0803  ___________________________________________________________________
 HC0803* NAD 83(1997)-  37 08 44.55136(N)    091 28 33.62232(W)     ADJUSTED  
 HC0803* NAVD 88     -       328.3    (meters)    1077.     (feet)  VERTCON   
 HC0803  ___________________________________________________________________
 HC0803  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 HC0803  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 HC0803
 HC0803  HORZ ORDER  -  SECOND
 HC0803
 HC0803.The horizontal coordinates were established by classical geodetic methods
 HC0803.and adjusted by the National Geodetic Survey in February 2000..
 HC0803
 HC0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0803
 HC0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0803
 HC0803.The geoid height was determined by GEOID03.
 HC0803
 HC0803;                    North         East     Units Scale Factor Converg.
 HC0803;SPC MO E     -   146,068.072   163,294.745   MT  1.00002591   -0 35 21.8
 HC0803;UTM  15      - 4,112,123.570   635,344.154   MT  0.99982566   +0 55 13.4
 HC0803
 HC0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0803!SPC MO E     -   0.99995321  x   1.00002591  =   0.99997912
 HC0803!UTM  15      -   0.99995321  x   0.99982566  =   0.99977888
 HC0803
 HC0803|---------------------------------------------------------------------|
 HC0803| PID    Reference Object                     Distance      Geod. Az  |
 HC0803|                                                           dddmmss.s |
 HC0803| CN6475 JACKS RM 1                           14.868 METERS 06820     |
 HC0803| HC0804 6 RGW                               142.047 METERS 24811     |
 HC0803| CN6476 JACKS RM 2                           28.340 METERS 29348     |
 HC0803|---------------------------------------------------------------------|
 HC0803
 HC0803                          SUPERSEDED SURVEY CONTROL
 HC0803
 HC0803  NAD 83(1986)-  37 08 44.56302(N)    091 28 33.62098(W) AD(       ) 2
 HC0803  NAD 27      -  37 08 44.39231(N)    091 28 33.12208(W) AD(       ) 2
 HC0803  NGVD 29 (07/19/86)  328.2    (m)         1077.     (f) VERT ANG       
 HC0803
 HC0803.Superseded values are not recommended for survey control.
 HC0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0803.See file dsdata.txt to determine how the superseded data were derived.
 HC0803
 HC0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB3534412124(NAD 83)
 HC0803_MARKER: DS = TRIANGULATION STATION DISK
 HC0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0803+STABILITY: SURFACE MOTION
 HC0803
 HC0803  HISTORY     - Date     Condition        Report By
 HC0803  HISTORY     - 1977     MONUMENTED       NGS
 HC0803
 HC0803                          STATION DESCRIPTION
 HC0803
 HC0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0803'THE STATION IS LOCATED 6-1/2 MILES WEST OF EMINENCE, 10-1/2
 HC0803'MILES EAST-SOUTHEAST OF SUMMERSVILLE, 11 MILES NORTH OF BIRCH
 HC0803'TREE, IN THE SOUTHEAST 1/4 OF SECTION 27, R 5 W, T 29 N. AND
 HC0803'ON THE HIGHWAY RIGHT-OF-WAY.  PERMISSION GRANTED BY THE
 HC0803'MISSOURI DEPARTMENT OF HIGHWAYS, DISTRICT 9, POST OFFICE
 HC0803'BOX 220, WILLOW SPRINGS, 65587.  TELEPHONE NUMBER 469-3134
 HC0803'
 HC0803'TO REACH THE STATION FROM THE POST OFFICE IN SUMMERSVILLE, GO
 HC0803'EAST ON STATE HIGHWAY 106 FOR 6.4 MILES TO A FORK AND THE
 HC0803'JUNCTION OF COUNTY ROUTE D.  KEEP THE RIGHT FORK AND CONTINUE
 HC0803'EASTERLY ON STATE HIGHWAY 106 FOR 4.6 MILES TO BM 6 RGW USGS
 HC0803'ON THE RIGHT.  CONTINUE EASTERLY ON HIGHWAY 106 FOR 0.1
 HC0803'MILE TO THE STATION ON THE RIGHT.
 HC0803'
 HC0803'THE STATION MARKS ARE, STANDARD DISKS STAMPED---JACKS 1977---.
 HC0803'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0803'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 HC0803'SURFACE AND HAS A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS
 HC0803'40 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 106, 35 FEET NORTH
 HC0803'OF A 20-INCH OAK TREE AND 1.5
 HC0803'FEET SOUTHEAST OF A METAL WITNESS
 HC0803'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 HC0803'MASS OF CONCRETE WHICH IS 42 INCHES BELOW THE GROUND SURFACE.
 HC0803'
 HC0803'REFERENCE MARK 1, A STANDARD DISK
 HC0803'STAMPED---JACKS NO 1 1977---,
 HC0803'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0803'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 56
 HC0803'FEET SOUTHEAST OF THE CENTER OF HIGHWAY 106 AND 3.9 FEET
 HC0803'SOUTHEAST OF A METAL WITNESS POST.
 HC0803'
 HC0803'REFERENCE MARK 2, A STANDARD DISK
 HC0803'STAMPED---JACKS NO 2 1977---,
 HC0803'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0803'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET
 HC0803'NORTHWEST OF THE CENTER OF HIGHWAY 106 AND 2 FEET
 HC0803'SOUTHEAST OF A METAL WITNESS POST.
 HC0803'
 HC0803'BM 6 RGW USGS, A USGS BENCH MARK DISK STAMPED---BM 6 RGW
 HC0803'1964---, IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 HC0803'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 54
 HC0803'FEET SOUTHEAST OF THE CENTER OF HIGHWAY 106 AND 13 FEET
 HC0803'WEST-SOUTHWEST OF A 10-INCH OAK TREE.
 HC0803'
 HC0803'STATION BM 6 RGW USGS CAN SERVE AS AN AZIMUTH MARK.
 HC0803'
 HC0803'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 24.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1283 ***********************************************************************
 KD1283  DESIGNATION -  JACKSON
 KD1283  PID         -  KD1283
 KD1283  STATE/COUNTY-  MO/GRUNDY
 KD1283  USGS QUAD   -  FARMERSVILLE (1984)
 KD1283
 KD1283                         *CURRENT SURVEY CONTROL
 KD1283  ___________________________________________________________________
 KD1283* NAD 83(1997)-  39 59 35.59245(N)    093 32 31.58349(W)     ADJUSTED  
 KD1283* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 KD1283  ___________________________________________________________________
 KD1283  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 KD1283  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KD1283
 KD1283  HORZ ORDER  -  FIRST
 KD1283
 KD1283.The horizontal coordinates were established by classical geodetic methods
 KD1283.and adjusted by the National Geodetic Survey in February 2000..
 KD1283
 KD1283.The orthometric height was scaled from a topographic map.
 KD1283
 KD1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1283
 KD1283.The geoid height was determined by GEOID03.
 KD1283
 KD1283;                    North         East     Units Scale Factor Converg.
 KD1283;SPC MO C     -   462,215.861   411,006.773   MT  1.00003080   -0 40 11.3
 KD1283;UTM  15      - 4,427,145.430   453,721.252   MT  0.99962637   -0 20 54.3
 KD1283
 KD1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1283!SPC MO C     -   0.99996616  x   1.00003080  =   0.99999696
 KD1283!UTM  15      -   0.99996616  x   0.99962637  =   0.99959254
 KD1283
 KD1283|---------------------------------------------------------------------|
 KD1283| PID    Reference Object                     Distance      Geod. Az  |
 KD1283|                                                           dddmmss.s |
 KD1283| CL9598 JACKSON RM 1                         32.903 METERS 10349     |
 KD1283| CL9597 JACKSON AZ MK                                      1765504.8 |
 KD1283| CL9599 JACKSON RM 2                         24.384 METERS 18725     |
 KD1283| LE0568 HICKORY                             APPROX.10.7 KM 2861620.1 |
 KD1283| LE0563 TRENTON GRUNDY CO CTHSE SPIRE       APPROX.11.1 KM 3234957.3 |
 KD1283| LE0560 TRENTON CENTRAL FARMS PROD STK      APPROX.10.6 KM 3270028.5 |
 KD1283|---------------------------------------------------------------------|
 KD1283
 KD1283                          SUPERSEDED SURVEY CONTROL
 KD1283
 KD1283  NAD 83(1997)-  39 59 35.59303(N)    093 32 31.58441(W) AD(       ) 1
 KD1283  NAD 83(1997)-  39 59 35.59485(N)    093 32 31.58646(W) AD(       ) 1
 KD1283  NAD 83(1986)-  39 59 35.59462(N)    093 32 31.58642(W) AD(       ) 1
 KD1283  NAD 27      -  39 59 35.53770(N)    093 32 30.81120(W) AD(       ) 1
 KD1283
 KD1283.Superseded values are not recommended for survey control.
 KD1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1283.See file dsdata.txt to determine how the superseded data were derived.
 KD1283
 KD1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5372127145(NAD 83)
 KD1283_MARKER: DS = TRIANGULATION STATION DISK
 KD1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1283
 KD1283  HISTORY     - Date     Condition        Report By
 KD1283  HISTORY     - 1948     MONUMENTED       CGS
 KD1283  HISTORY     - 1965     GOOD             CGS
 KD1283  HISTORY     - 1972     GOOD             MSHD
 KD1283  HISTORY     - 1974     GOOD             USGS
 KD1283
 KD1283                          STATION DESCRIPTION
 KD1283
 KD1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1283'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF A TRIANGULAR
 KD1283'PLOT OF GROUND FORMED BY THREE ROADS.  IT IS ABOUT 6 MILES SOUTH
 KD1283'AND 4 MILES EAST OF TRENTON, 2 MILES NORTH OF THE COMMUNITY OF
 KD1283'FARMERSVILLE, 39 FEET WEST-NORTHWEST OF A POWERLINE POLE, AND
 KD1283'35 FEET NORTH-NORTHEAST OF THE CENTER OF U.S. HIGHWAY 65.  IT IS
 KD1283'SET FLUSH WITH THE GROUND AND IS STAMPED JACKSON 1948.
 KD1283'
 KD1283'REFERENCE MARK NO. 1 IS 28 FEET WEST OF THE CENTER OF A GRAVELED
 KD1283'ROAD AND 1.9 FEET NORTHWEST OF THE MOST WESTERLY OF TWO TWIN
 KD1283'TELEPHONE POLES.  IT PROJECTS 3 INCHES AND IS STAMPED JACKSON NO.
 KD1283'1 1948.
 KD1283'
 KD1283'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE CENTER OF U.S.
 KD1283'HIGHWAY 65 AND 1.0 FOOT NORTH OF A FENCE.  IT IS SET FLUSH WITH
 KD1283'THE GROUND AND IS STAMPED JACKSON NO. 2 1948.
 KD1283'
 KD1283'AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 31
 KD1283'FEET EAST OF THE CENTER OF U.S. HIGHWAY 65, 14 FEET SOUTH OF A
 KD1283'FENCE CORNER, AND 2.0 FEET NORTH OF A POWERLINE POLE.  IT IS SET
 KD1283'FLUSH WITH THE GROUND AND IS STAMPED JACKSON 1948.
 KD1283'
 KD1283'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 65
 KD1283'AND STATE HIGHWAY 6, 2.0 MILES EAST OF TRENTON, GO SOUTH AND EAST
 KD1283'ON U.S. HIGHWAY 65 FOR 7.75 MILES TO A POINT WHERE THE HIGHWAY
 KD1283'CURVES TO THE SOUTH, THE STATION IS ON THE LEFT AS DESCRIBED.
 KD1283'
 KD1283'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 KD1283'HIGHWAY 65 FOR 0.6 MILE TO THE MARK ON THE LEFT.
 KD1283'
 KD1283'A 74 FOOT SIGNAL AT HICKORY IS VISIBLE AT 10 FEET.
 KD1283'
 KD1283'A 74 FOOT SIGNAL AT TRENTON IS VISIBLE AT 37 FEET.
 KD1283'
 KD1283'AN 87 FOOT SIGNAL AT GRUNDY IS VISIBLE AT 10 FEET.
 KD1283'
 KD1283'A 74 FOOT SIGNAL AT DUNLAP 1928 IS VISIBLE AT 37 FEET.
 KD1283'
 KD1283'A 4 FOOT SIGNAL AT LAREDO IS VISIBLE AT 37 FEET.
 KD1283'
 KD1283'AN 87 FOOT SIGNAL AT RUDDY 1928 IS VISIBLE AT 64 FEET.
 KD1283'
 KD1283'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1283
 KD1283                          STATION RECOVERY (1965)
 KD1283
 KD1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 KD1283'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 KD1283'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 KD1283'RECOVERED AND IT IS ASSUMED THE MARK HAS BEEN DESTROYED.  THE
 KD1283'AZIMUTH MARK COULD NOT BE REPLACE AT THIS TIME BECAUSE NO OBJECTS
 KD1283'WERE VISIBLE FROM THE GROUND.
 KD1283'
 KD1283'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KD1283
 KD1283                          STATION RECOVERY (1972)
 KD1283
 KD1283'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 (BS)
 KD1283'JACKSON 1948 FOUND IN GOOD CONDITION.
 KD1283'
 KD1283'AZ MARK DESTROYED.
 KD1283'
 KD1283'RM MARKS WERE NOT RECOVERED.
 KD1283'
 KD1283'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI SOUTH AND 4 MI EAST
 KD1283'OF TRENTON, MO.
 KD1283
 KD1283                          STATION RECOVERY (1974)
 KD1283
 KD1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 KD1283'STA.MK. AND RM NO 1 FOUND AS DESCRIBED.
 KD1283'
 KD1283'RM NO 2 HAS BEEN HIT BUT IS SOLID.
 KD1283'
 KD1283'AZ. MK. NOT VISIBLE FROM GROUND.  NOT VISITED.
 KD1283'
 KD1283'DIRECTION AND DISTANCE ABOUT 6 MILES S. AND 4 MI. E. OF TRENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1747 ***********************************************************************
 HB1747  DESIGNATION -  JACKSON MUNICIPAL TANK
 HB1747  PID         -  HB1747
 HB1747  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1747  USGS QUAD   -  JACKSON (1978)
 HB1747
 HB1747                         *CURRENT SURVEY CONTROL
 HB1747  ___________________________________________________________________
 HB1747* NAD 83(1997)-  37 23 08.02250(N)    089 39 38.70578(W)     ADJUSTED  
 HB1747* NAVD 88     -                                                        
 HB1747  ___________________________________________________________________
 HB1747  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 HB1747  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 HB1747
 HB1747  HORZ ORDER  -  THIRD
 HB1747
 HB1747.The horizontal coordinates were established by classical geodetic methods
 HB1747.and adjusted by the National Geodetic Survey in February 2000..
 HB1747
 HB1747
 HB1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1747
 HB1747.The geoid height was determined by GEOID03.
 HB1747
 HB1747;                    North         East     Units Scale Factor Converg.
 HB1747;SPC MO E     -   172,570.368   324,319.769   MT  1.00000135   +0 30 34.5
 HB1747;UTM  16      - 4,140,967.811   264,435.073   MT  1.00028359   -1 36 58.6
 HB1747
 HB1747                          SUPERSEDED SURVEY CONTROL
 HB1747
 HB1747  NAD 83(1997)-  37 23 08.02607(N)    089 39 38.70087(W) AD(       ) 4
 HB1747  NAD 83(1997)-  37 23 08.03290(N)    089 39 38.70651(W) AD(       ) 4
 HB1747  NAD 83(1986)-  37 23 08.03493(N)    089 39 38.71047(W) AD(       ) 4
 HB1747  NAD 27      -  37 23 07.84500(N)    089 39 38.38100(W) AD(       ) 3
 HB1747
 HB1747.Superseded values are not recommended for survey control.
 HB1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1747.See file dsdata.txt to determine how the superseded data were derived.
 HB1747
 HB1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG6443540968(NAD 83)
 HB1747_MARKER: 51 = TANK
 HB1747
 HB1747  HISTORY     - Date     Condition        Report By
 HB1747  HISTORY     - 1938     FIRST OBSERVED   CGS
 HB1747
 HB1747                          STATION DESCRIPTION
 HB1747
 HB1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1747'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK OF JACKSON,
 HB1747'MO., A STEEL STRUCTURE, PAINTED SILVER, APPROXIMATELY 150 FEET HIGH,
 HB1747'LOCATED AT THE EAST END OF NELLIE STREET, ABOUT ONE BLOCK NORTH OF
 HB1747'MUNICIPAL WATER AND LIGHT PLANT.
 HB1747'
 HB1747'OBSERVED UPON FROM TRIANGULATION STATIONS-LEOPOLD, HOUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1489 ***********************************************************************
 JC1489  DESIGNATION -  JACOBS 2
 JC1489  PID         -  JC1489
 JC1489  STATE/COUNTY-  MO/FRANKLIN
 JC1489  USGS QUAD   -  GERALD (1980)
 JC1489
 JC1489                         *CURRENT SURVEY CONTROL
 JC1489  ___________________________________________________________________
 JC1489* NAD 83(1997)-  38 26 17.82056(N)    091 16 11.51021(W)     ADJUSTED  
 JC1489* NAVD 88     -       283.6    (meters)     930.     (feet)  GPS OBS   
 JC1489  ___________________________________________________________________
 JC1489  X           -    -110,863.509 (meters)                     COMP
 JC1489  Y           -  -5,001,300.420 (meters)                     COMP
 JC1489  Z           -   3,943,822.553 (meters)                     COMP
 JC1489  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 JC1489  ELLIP HEIGHT-         252.54  (meters)          (02/17/00) GPS OBS
 JC1489  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JC1489
 JC1489  HORZ ORDER  -  FIRST
 JC1489  ELLP ORDER  -  FOURTH    CLASS I
 JC1489
 JC1489.The horizontal coordinates were established by GPS observations
 JC1489.and adjusted by the National Geodetic Survey in February 2000..
 JC1489
 JC1489.The orthometric height was determined by GPS observations and a
 JC1489.high-resolution geoid model.
 JC1489
 JC1489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1489
 JC1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1489
 JC1489.The ellipsoidal height was determined by GPS observations
 JC1489.and is referenced to NAD 83.
 JC1489
 JC1489.The geoid height was determined by GEOID03.
 JC1489
 JC1489;                    North         East     Units Scale Factor Converg.
 JC1489;SPC MO E     -   289,359.449   182,789.390   MT  0.99998894   -0 28 43.0
 JC1489;UTM  15      - 4,255,862.838   650,998.092   MT  0.99988079   +1 04 32.8
 JC1489
 JC1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1489!SPC MO E     -   0.99996038  x   0.99998894  =   0.99994932
 JC1489!UTM  15      -   0.99996038  x   0.99988079  =   0.99984117
 JC1489
 JC1489|---------------------------------------------------------------------|
 JC1489| PID    Reference Object                     Distance      Geod. Az  |
 JC1489|                                                           dddmmss.s |
 JC1489| CN6478 JACOBS 2 RM 1                        33.586 METERS 04457     |
 JC1489| JC1488 JACOBS RESET                         26.024 METERS 05341     |
 JC1489| CN6477 JACOBS 2 AZ MK                                     0633043.1 |
 JC1489| JC1466 LESLIE ZION METHODIST CHURCH        APPROX. 4.5 KM 1160625.8 |
 JC1489| CN6479 JACOBS 2 RM 2                        31.638 METERS 12126     |
 JC1489|---------------------------------------------------------------------|
 JC1489
 JC1489                          SUPERSEDED SURVEY CONTROL
 JC1489
 JC1489  NAD 83(1997)-  38 26 17.82820(N)    091 16 11.51137(W) AD(       ) 1
 JC1489  NAD 83(1986)-  38 26 17.83941(N)    091 16 11.51149(W) AD(       ) 1
 JC1489  NAD 83(1986)-  38 26 17.83942(N)    091 16 11.51149(W) AD(       ) 1
 JC1489  NAD 27      -  38 26 17.65700(N)    091 16 10.96300(W) AD(       ) 1
 JC1489  NGVD 29 (07/19/86)  283.51   (m)          930.1    (f) LEVELING    3  
 JC1489
 JC1489.Superseded values are not recommended for survey control.
 JC1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1489.See file dsdata.txt to determine how the superseded data were derived.
 JC1489
 JC1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5099855863(NAD 83)
 JC1489_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1489_STAMPING: JACOBS 2 1933
 JC1489_MARK LOGO: CGS   
 JC1489_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1489+STABILITY: SURFACE MOTION
 JC1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1489+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1489
 JC1489  HISTORY     - Date     Condition        Report By
 JC1489  HISTORY     - 1933     MONUMENTED       CGS
 JC1489  HISTORY     - 1956     GOOD             CGS
 JC1489  HISTORY     - 1971     GOOD             NGS
 JC1489  HISTORY     - 19950119 GOOD             MODNR
 JC1489
 JC1489                          STATION DESCRIPTION
 JC1489
 JC1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 JC1489'ABOUT 4.7 MILES BY ROAD NORTHEAST OF GERALD, IN EXTREME SOUTHEAST
 JC1489'CORNER OF NW 1/4 SW 1/4 SEC. 28, T. 43 N., R. 3 W., ON WESTERN
 JC1489'EDGE OF GRAVEL CUT-OFF ROAD LEADING NORTHWEST FROM FARM TO MARKET
 JC1489'ROAD (OLD CANAAN ROAD) TO OLD STATE ROAD.  TO REACH FROM GERALD
 JC1489'RAILROAD STATION, GO NORTHEAST ON UNITED STATES ROUTE 50, 4.2
 JC1489'MILES TO NEW GRADED ROAD AT SIGN AND ARROW NEW HAVEN 15 MI.
 JC1489'THIS IS FARM TO MARKET ROAD.  GO NORTH ON THIS ROAD 0.3 MILE TO
 JC1489'FORKS, TAKE LEFT FORK MARKED JAEGGERS SHOP AND GO 0.2 MILE TO
 JC1489'STATION SITE ON WEST SIDE OF ROAD.  SURFACE AND UNDERGROUND
 JC1489'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 JC1489'UPPER MARK PROJECTS ABOUT 10 INCHES ABOVE
 JC1489'GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 JC1489'DISKS IN CONCRETE.  NO. 1 IS ACROSS ROAD FROM
 JC1489'STATION AND 33.60 METERS (110.2 FEET) FROM STATION.
 JC1489'NO. 2 IS ACROSS ROAD FROM STATION
 JC1489'AND 31.71 METERS (104.0 FEET) FROM THE STATION.
 JC1489'AZIMUTH MARK IS ON EAST-AND-WEST
 JC1489'SECTION LINE ABOUT 40 METERS (131 FEET) EAST OF NEW HAVEN
 JC1489'ROAD, ABOUT 0.6 MILE NORTHEAST OF ROAD FORK MENTIONED
 JC1489'ABOVE, AND APPROXIMATELY 0.55 MILE FROM STATION.
 JC1489'STATION JACOBS ESTABLISHED IN 1874
 JC1489'AND RECOVERED IN 1922, WAS NOT RECOVERED.  NEW STATION,
 JC1489'JACOBS 2, IS IN IMMEDIATE VICINITY OF OLD STATION.
 JC1489
 JC1489                          STATION RECOVERY (1956)
 JC1489
 JC1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1489'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JC1489'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 JC1489'
 JC1489'THE STATION IS LOCATED AIRLINE, ABOUT 4 MILES NORTHEAST OF GERALD
 JC1489'AND ABOUT 5 MILES WEST-NORTHWEST OF BEAUFORT ALONG THE WEST SIDE
 JC1489'OF A NORTH-SOUTH GRAVELED ROAD.
 JC1489'
 JC1489'THE STATION IS A STANDARD DISK STAMPED JACOBS 2 1933 SET IN TOP
 JC1489'OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER AND
 JC1489'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 30 FEET WEST
 JC1489'OF THE CENTER LINE OF A GRAVELED ROAD.
 JC1489'
 JC1489'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JACOBS 2 NO
 JC1489'1 1933 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12
 JC1489'INCHES IN DIAMETER, PROJECTS ABOUT 10 INCHES ABOVE THE GROUND
 JC1489'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 45 FEET
 JC1489'EAST OF THE CENTER LINE OF A GRAVELED ROAD.
 JC1489'
 JC1489'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JACOBS 2
 JC1489'NO 2 1933 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12
 JC1489'INCHES IN DIAMETER, PROJECTS ABOUT 10 INCHES ABOVE THE GROUND AND
 JC1489'IS ABOUT 4 FEET LOWER THAN THE STATION.  IT IS 50 FEET EAST OF
 JC1489'THE CENTER LINE OF A GRAVELED ROAD.
 JC1489'
 JC1489'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED JACOBS
 JC1489'2 1933 AZI SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12
 JC1489'INCHES IN DIAMETER AND PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.
 JC1489'IT IS ABOUT 165 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD
 JC1489'AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.
 JC1489'
 JC1489'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 JC1489'GRAVELED ROAD FOR 0.2 MILE TO A REVERSE FORK, TURN SHARP LEFT
 JC1489'AND FOLLOW THE GRAVELED ROAD NORTH-NORTHEASTERLY FOR 0.6 MILE TO
 JC1489'AN EAST-WEST FENCE LINE ON THE RIGHT, EAST SIDE AND THE AZIMUTH
 JC1489'MARK.
 JC1489'
 JC1489'TO REACH THE STATION FROM THE POST OFFICE IN BEAUFORT, GO
 JC1489'WESTERLY ON US HIGHWAY 50 FOR 5.0 MILES TO COUNTY ROAD C ON THE
 JC1489'RIGHT, TURN SHARP RIGHT AND FOLLOW COUNTY ROAD C NORTHERLY FOR
 JC1489'0.35 MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE NORTHERLY
 JC1489'FOR 0.2 MILE TO THE STATION ON THE LEFT, WEST SIDE.
 JC1489'
 JC1489'NOTE- THE PRESBYTERIAN CHURCH IS NOW THE ZION METHODIST CHURCH.
 JC1489'
 JC1489'THE DIFFERENCE IN THE DISTANCE TO R.M. 2 WAS NOTED AND CHECKED
 JC1489'IN THE FIELD.
 JC1489
 JC1489                          STATION RECOVERY (1971)
 JC1489
 JC1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1489'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JC1489'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JC1489'THE DISTANCE TO THE REFERENCE MARKS CHECKED THE 1956 DISTANCES BUT
 JC1489'THE DIRECTION BETWEEN THE REFERENCE MARKS FAILED TO CHECK BY 3
 JC1489'MINUTES 20 SECONDS.  THE UNDERGROUND MARK FOR JACOBS 1874 WAS
 JC1489'RECOVERED AND A TRAVERSE CONNECTION WAS MADE TO THE STATION.
 JC1489'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION AND LOTS OF
 JC1489'CLEARING WOULD BE REQUIRED TO MADE VISIBLE.
 JC1489'
 JC1489'FOLLOWING IS A NEW DESCRIPTION.
 JC1489'
 JC1489'TO REACH THE STATION FROM THE POST OFFICE IN BEAUFORT, GO
 JC1489'WESTERLY ON U.S. HIGHWAY 50 FOR 4.3 MILES TO STATE ROAD C.
 JC1489'TURN RIGHT AND GO NORTHERLY ON STATE ROAD C FOR 1.35 MILES TO
 JC1489'STATE ROAD ZZ.  (CONTINUE NORTHEASTERLY ON STATE ROAD C FOR 0.6
 JC1489'MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT AND GO NORTH
 JC1489'ON STATE ROAD ZZ FOR 0.2 MILE TO A DRIVEWAY LEADING TO THE SHELL
 JC1489'OIL COMPANY MICROWAVE MAST AND THE STATION ON THE RIGHT.
 JC1489'
 JC1489'STATION MARK, A STANDARD DISK STAMPED JACOBS 2 1933, IS SET IN
 JC1489'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 JC1489'IS 29.5 FEET EAST OF THE CENTER OF STATE ROAD ZZ, 23 FEET SOUTH
 JC1489'OF THE CENTER OF A DRIVEWAY, AND 1 FOOT SOUTH OF A METAL
 JC1489'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JC1489'
 JC1489'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JACOBS 2 NO. 1
 JC1489'1933, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JC1489'10 INCHES.  IT IS 53 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 JC1489'AND 14 FEET WEST OF A GUY PEP FOR A MICROWAVE MAST.
 JC1489'
 JC1489'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JACOBS 2 NO. 2
 JC1489'1933, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JC1489'10 INCHES.  IT IS 106.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JC1489'OF A CYCLONE FENCE AROUND MICROWAVE MAST, 78 FEET SOUTH OF THE
 JC1489'CENTER OF THE DRIVEWAY.
 JC1489'
 JC1489'AZIMUTH MARK, A STANDARD DISK STAMPED JACOBS 2 AZI. 1933, IS SET
 JC1489'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 10 INCHES.  IT
 JC1489'IS 165 FEET EAST OF THE CENTER OF STATE ROAD C, 3 FEET NORTH OF
 JC1489'THE OLD FENCE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 JC1489'
 JC1489'NOTE- FOR INFORMATION ON JACOBS 1874 SEE THE NEW RECOVERY NOTE.
 JC1489'
 JC1489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5
 JC1489'MILES WNW OF BEAUFORT.
 JC1489
 JC1489                          STATION RECOVERY (1995)
 JC1489
 JC1489'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1489'THE STATION IS A CGS DISK STAMPED JACOBS 2 1933 IN A 12 IN ROUND
 JC1489'CONCRETE MONUMENT PROJECTING 3 INCHES, JACOBS 1874 IS A CGS DISK
 JC1489'STAMPED JACOBS 1874, 1971 IN A LIMESTONE POST 2 FT (0.6 M) BELOW THE
 JC1489'SURFACE, REFERENCE MARK 1 IS A CGS DISK STAMPED JACOBS 2, 1933 NO.  1
 JC1489'IN A 12 INCH ROUND CONCRETE MONUMENT PROJECTING 7 INCHES, REF MARK 2
 JC1489'IS A CGS DISK STAMPED JACOBS 2, 1933 NO.  2 IN A 12 INCH ROUND
 JC1489'CONCRETE MONUMENT BROKEN AND DESTROYED. THE STATION IS LOCATED ABOUT 4
 JC1489'MI (6.4 KM) NORTHEAST OF GERALD, MO AND 5 MI (8.0 KM) WNW OF BEAUFORT,
 JC1489'MO ON THE EAST RIGHT-OF-WAY OF ROUTE ZZ ON THE SOUTH SIDE OF AN
 JC1489'ENTRANCE TO A MICROWAVE TOWER.  IT IS 29.5 FT (9.0 M) EAST OF THE
 JC1489'CENTER LINE OF ROUTE ZZ AND 1 FT (0.3 M) SOUTH OF A METAL WITNESS
 JC1489'POST.  JACOBS 1874, 1971 IS 85.4 FT (26.0 M) NORTHEAST OF STATION,
 JC1489'29.0 FT (8.8 M) SSW OF JACOBS2, RM1, 79 FT (24.1 M) WEST OF THE
 JC1489'NORTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE MICROWAVE TOWER, AND
 JC1489'27 FT (8.2 M) NORTH OF THE ENTRANCE DRIVE.  JACOBS2 RM 1 IS 53 FT
 JC1489'(16.2 M) NORTH OF THE CENTER LINE OF THE ENTRANCE DRIVE AND 14 FT (4.3
 JC1489'M) WEST OF AN ANCHOR PEG FOR THE MAST. THE AZIMUTH MARK IS NOT USABLE
 JC1489'AS OVER .25 MI (0.40 KM) OF CLEARING WOULD BE REQUIRED. TO REACH THE
 JC1489'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50 WITH MO HIGHWAY 185 IN
 JC1489'BEAUFORT, MO., GO WEST ON U.S.  50 FOR 4.25 MI (6.84 KM) TO A JUNCTION
 JC1489'WITH ROUTE C.  TURN RIGHT AND GO NORTHERLY ON ROUTE C FOR 1.25 MI
 JC1489'(2.01 KM) TO A JUNCTION WITH ROUTE ZZ (A COUNTY MAINTENANCE IS IN THE
 JC1489'NORTHWEST ANGLE OF THE INTERSECTION) .  TURN LEFT AND GO NORTHERLY ON
 JC1489'ROUTE ZZ FOR 0.15 MI (0.24 KM) TO A DRIVEWAY TO THE MICROWAVE TOWER
 JC1489'AND THE STATION ON THE RIGHT (EAST) SIDE IN THE SOUTHEAST ANGLE OF THE
 JC1489'ENTRANCE. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1488 ***********************************************************************
 JC1488  DESIGNATION -  JACOBS RESET
 JC1488  PID         -  JC1488
 JC1488  STATE/COUNTY-  MO/FRANKLIN
 JC1488  USGS QUAD   -  GERALD (1980)
 JC1488
 JC1488                         *CURRENT SURVEY CONTROL
 JC1488  ___________________________________________________________________
 JC1488* NAD 83(1997)-  38 26 18.32038(N)    091 16 10.64554(W)     ADJUSTED  
 JC1488* NAVD 88     -       283.5    (meters)     930.     (feet)  VERTCON   
 JC1488  ___________________________________________________________________
 JC1488  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 JC1488  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JC1488
 JC1488  HORZ ORDER  -  FIRST
 JC1488
 JC1488.The horizontal coordinates were established by classical geodetic methods
 JC1488.and adjusted by the National Geodetic Survey in February 2000..
 JC1488
 JC1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1488
 JC1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1488
 JC1488.The geoid height was determined by GEOID03.
 JC1488
 JC1488;                    North         East     Units Scale Factor Converg.
 JC1488;SPC MO E     -   289,374.685   182,810.487   MT  0.99998891   -0 28 42.5
 JC1488;UTM  15      - 4,255,878.639   651,018.767   MT  0.99988087   +1 04 33.4
 JC1488
 JC1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1488!SPC MO E     -   0.99996039  x   0.99998891  =   0.99994930
 JC1488!UTM  15      -   0.99996039  x   0.99988087  =   0.99984126
 JC1488
 JC1488:                Primary Azimuth Mark                     Grid Az
 JC1488:SPC MO E     -  WINTER                                   280 38 50.4
 JC1488:UTM  15      -  WINTER                                   279 05 34.5
 JC1488
 JC1488|---------------------------------------------------------------------|
 JC1488| PID    Reference Object                     Distance      Geod. Az  |
 JC1488|                                                           dddmmss.s |
 JC1488| JC1494 WINTER                              APPROX.14.6 KM 2801007.9 |
 JC1488|---------------------------------------------------------------------|
 JC1488
 JC1488                          SUPERSEDED SURVEY CONTROL
 JC1488
 JC1488  NAD 83(1997)-  38 26 18.32754(N)    091 16 10.64626(W) AD(       ) 1
 JC1488  NAD 83(1986)-  38 26 18.33799(N)    091 16 10.64571(W) AD(       ) 1
 JC1488  NAD 27      -  38 26 18.15460(N)    091 16 10.09170(W) AD(       ) 1
 JC1488  NGVD 29 (07/19/86)  283.5    (m)          930.     (f) VERT ANG       
 JC1488
 JC1488.Superseded values are not recommended for survey control.
 JC1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1488.See file dsdata.txt to determine how the superseded data were derived.
 JC1488
 JC1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5101955879(NAD 83)
 JC1488_MARKER: V = STONE MONUMENT
 JC1488_SETTING: 0 = UNSPECIFIED SETTING
 JC1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1488
 JC1488  HISTORY     - Date     Condition        Report By
 JC1488  HISTORY     - 1874     MONUMENTED       CGS
 JC1488  HISTORY     - 1922     SEE DESCRIPTION  NGS
 JC1488  HISTORY     - 1933     SEE DESCRIPTION  NGS
 JC1488  HISTORY     - 1971     SEE DESCRIPTION  NGS
 JC1488
 JC1488                          STATION DESCRIPTION
 JC1488
 JC1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (CHB)
 JC1488'ABOUT 15 MILES FROM TOWN OF NEW HAVEN, AND 20 MILES FROM TOWN
 JC1488'OF WASHINGTON, IN EXTREME SOUTHEAST CORNER OF NW 1/4 SW 1/4 SEC.
 JC1488'28, T. 43 N., R. 3 W., ON LAND OWNED IN 1878 BY E.B. JACOBS
 JC1488'(NONRESIDENT), IMMEDIATELY WEST OF CULTIVATED LAND OWNED IN
 JC1488'1878 BY J. SCHMIDT, ONE-THIRD MILE SOUTHWEST OF SCHMIDTS HOME,
 JC1488'NORTHWEST OF CANAAN ROAD ON WESTERN EDGE OF BRANCH ROAD LEADING
 JC1488'TO STATE ROAD, 17 METERS (56 FEET) WEST OF FENCE ALONG EAST
 JC1488'SIDE OF ROAD, AND 97 METERS (318 FEET) NORTH OF RIGHT-ANGLE
 JC1488'BEND IN ROAD.  ORIGINAL SURFACE MARK WAS STONE POST AND
 JC1488'UNDERGROUND MARK WAS EARTHERNWARE PYRAMID.  IN
 JC1488'1878 TWO OAK TREES, EACH MARKED WITH TRIANGULAR BLAZE AND
 JC1488'NOTCH, WERE AT THE FOLLOWING DISTANCES AND BEARINGS FROM STATION-
 JC1488'12.92 METERS (42.4 FEET), N 13 DEG 01 MIN W, AND 13.41 METERS
 JC1488'(44.0 FEET), N 15 DEG 42 MIN E.  STATION WAS RECOVERED IN 1922,
 JC1488'WHEN IT WAS REPORTED THAT OWNER OF PROPERTY IS UNKNOWN,
 JC1488'SCHMIDTS PLACE ABANDONED, HOUSE FALLEN DOWN, FIELD GROWN UP
 JC1488'IN BUSHES, FEW PEOPLE LIVING IN VICINITY, NEARLY ALL FARMS
 JC1488'DESERTED, BUT NO CHANGES IN ROADS.  STATION WAS RE-MARKED.
 JC1488'UNDERGROUND MARK IS ORIGINAL EARTHENWARE PYRAMID 33 INCHES
 JC1488'BELOW SURFACE.  SURFACE MARK IS STANDARD DISK STATION MARK IN
 JC1488'TOP OF LIMESTONE POST, PROJECTING 3 INCHES ABOVE SURFACE.
 JC1488'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 JC1488'ON NORTHEAST SIDE OF CUT-OFF ROAD LEADING FROM OLD CANAAN
 JC1488'ROAD IN NORTHWEST DIRECTION TO OLD STATE ROAD, JUST SOUTHWEST OF
 JC1488'OLD FENCE LINE, AND 55 FEET FROM STATION
 JC1488'N 10 DEG E.  IN 1933 STATION WAS NOT RECOVERED.  CUT-OFF ROAD
 JC1488'REPORTED WIDENED AND GRADED.  NO OTHER CHANGES APPARENT.
 JC1488
 JC1488                          STATION RECOVERY (1922)
 JC1488
 JC1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 JC1488'STATION WAS RECOVERED IN 1922,
 JC1488'WHEN IT WAS REPORTED THAT OWNER OF PROPERTY IS UNKNOWN,
 JC1488'SCHMIDTS PLACE ABANDONED, HOUSE FALLEN DOWN, FIELD GROWN UP
 JC1488'IN BUSHES, FEW PEOPLE LIVING IN VICINITY, NEARLY ALL FARMS
 JC1488'DESERTED, BUT NO CHANGES IN ROADS.  STATION WAS RE-MARKED.
 JC1488'UNDERGROUND MARK IS ORIGINAL EARTHENWARE PYRAMID 33 INCHES
 JC1488'BELOW SURFACE.  SURFACE MARK IS STANDARD DISK STATION MARK IN
 JC1488'TOP OF LIMESTONE POST, PROJECTING 3 INCHES ABOVE SURFACE.
 JC1488'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 JC1488'ON NORTHEAST SIDE OF CUT-OFF ROAD LEADING FROM OLD CANAAN
 JC1488'ROAD IN NORTHWEST DIRECTION TO OLD STATE ROAD, JUST SOUTHWEST OF
 JC1488'OLD FENCE LINE, AND 55 FEET FROM STATION
 JC1488'N 10 DEG E.
 JC1488
 JC1488                          STATION RECOVERY (1933)
 JC1488
 JC1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 JC1488'IN 1933 STATION WAS NOT RECOVERED.  CUT-OFF ROAD
 JC1488'REPORTED WIDENED AND GRADED.  NO OTHER CHANGES APPARENT.
 JC1488
 JC1488                          STATION RECOVERY (1971)
 JC1488
 JC1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1488'THE UNDERGROUND MARK, AN EARTHENWARE PYRAMID, WAS RECOVERED AND
 JC1488'FOUND IN GOOD CONDITION.  THE OLD REFERENCE MARK WAS NOT FOUND
 JC1488'AND ASSUMED THE MARK WAS DESTROYED.  THE OLD PYRAMID WAS REMOVED
 JC1488'AND A NEW UNDERGROUND MARK WAS SET.
 JC1488'
 JC1488'THE STATION UNDERGROUND MARK, A STANDARD DISK STAMPED JACOBS
 JC1488'1874 1971, IS CEMENTED IN DRILL HOLE IN PART OF THE OLD LIMESTONE
 JC1488'POST AND IS 2 FEET BELOW THE SURFACE OF THE GROUND.  IT IS 98.5
 JC1488'FEET EAST OF THE CENTER OF STATE ROAD ZZ, 79 FEET WEST OF THE
 JC1488'NORTHWEST CORNER OF A CYCLONE FENCE AROUND MICROWAVE MAST, 33
 JC1488'FEET SOUTHWEST OF A STEEL GUY PEG FOR THE MICROWAVE MAST, 27
 JC1488'FEET NORTH OF THE CENTER OF THE DRIVEWAY LEADING TO THE MAST,
 JC1488'28.96 FEET SOUTH-SOUTHWEST OF JACOBS 2 REFERENCE MARK NO. 1
 JC1488'AND 106.42 FEET NORTH OF JACOBS 2 REFERENCE MARK NO. 2.
 JC1488'
 JC1488'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION JACOBS
 JC1488'2 1933 TO JACOBS 1874 1971, DISTANCE BEING 85.38 FEET, 26.025
 JC1488'METERS NORTHEAST OF STATION JACOBS 2 1933.
 JC1488'
 JC1488'SEE THE DESCRIPTION FOR STATION JACOBS 2 1933 FOR AZIMUTH TO THE
 JC1488'MARK AND ALSO A TO REACH FOR THE STATION.
 JC1488'
 JC1488'AIRLIONE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5
 JC1488'MILES WNW OF BEAUFORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0799 ***********************************************************************
 GE0799  DESIGNATION -  JAMES
 GE0799  PID         -  GE0799
 GE0799  STATE/COUNTY-  MO/CARTER
 GE0799  USGS QUAD   -  FREMONT (1997)
 GE0799
 GE0799                         *CURRENT SURVEY CONTROL
 GE0799  ___________________________________________________________________
 GE0799* NAD 83(1997)-  36 56 49.92807(N)    091 07 30.96841(W)     ADJUSTED  
 GE0799* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 GE0799  ___________________________________________________________________
 GE0799  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 GE0799  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 GE0799
 GE0799  HORZ ORDER  -  THIRD
 GE0799
 GE0799.The horizontal coordinates were established by classical geodetic methods
 GE0799.and adjusted by the National Geodetic Survey in February 2000..
 GE0799
 GE0799.The orthometric height was scaled from a topographic map.
 GE0799
 GE0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0799
 GE0799.The geoid height was determined by GEOID03.
 GE0799
 GE0799;                    North         East     Units Scale Factor Converg.
 GE0799;SPC MO E     -   123,776.289   194,308.706   MT  0.99997153   -0 22 33.0
 GE0799;UTM  15      - 4,090,657.247   666,929.795   MT  0.99994329   +1 07 37.6
 GE0799
 GE0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0799!SPC MO E     -   0.99996746  x   0.99997153  =   0.99993900
 GE0799!UTM  15      -   0.99996746  x   0.99994329  =   0.99991076
 GE0799
 GE0799|---------------------------------------------------------------------|
 GE0799| PID    Reference Object                     Distance      Geod. Az  |
 GE0799|                                                           dddmmss.s |
 GE0799| CI1763 JAMES RM 1                            7.906 METERS 19449     |
 GE0799| GE0796 FREMONT LOOKOUT TOWER               APPROX. 8.7 KM 2830438.2 |
 GE0799| CI1764 JAMES RM 2                            7.635 METERS 30806     |
 GE0799|---------------------------------------------------------------------|
 GE0799
 GE0799                          SUPERSEDED SURVEY CONTROL
 GE0799
 GE0799  NAD 83(1997)-  36 56 49.93852(N)    091 07 30.96628(W) AD(       ) 3
 GE0799  NAD 83(1986)-  36 56 49.93880(N)    091 07 30.96654(W) AD(       ) 3
 GE0799  NAD 27      -  36 56 49.75290(N)    091 07 30.50160(W) AD(       ) 3
 GE0799
 GE0799.Superseded values are not recommended for survey control.
 GE0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0799.See file dsdata.txt to determine how the superseded data were derived.
 GE0799
 GE0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6693090657(NAD 83)
 GE0799_MARKER: DS = TRIANGULATION STATION DISK
 GE0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0799_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0799
 GE0799  HISTORY     - Date     Condition        Report By
 GE0799  HISTORY     - 1962     MONUMENTED       CGS
 GE0799
 GE0799                          STATION DESCRIPTION
 GE0799
 GE0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE0799'STATION IS ON THE SOUTH SIDE OF U.S. HIGHWAY 60, ABOUT 7 MILES
 GE0799'SOUTHWEST OF VAN BUREN, 2-1/2 MILES EAST OF FREMONT, NEAR THE
 GE0799'CENTER OF SECTION 1, T 26 N, R 2 W. AND ON CLARK NATIONAL
 GE0799'FOREST LAND.  IT IS 4 FEET NORTHWEST OF A WITNESS POST, 15 FEET
 GE0799'SOUTH OF THE CENTERLINE OF A TRACK ROAD, 25 FEET EAST OF A 10
 GE0799'INCH OAK TREE AND 93 FEET SOUTH OF A POWER POLE.  THE MONUMENT
 GE0799'PROJECTS 6 INCHES AND THE DISK IS STAMPED JAMES 1962.
 GE0799'
 GE0799'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GE0799'STATE HIGHWAY 103 AT THE WEST END OF THE BRIDGE OVER THE CURRENT
 GE0799'RIVER IN VAN BUREN, GO WEST ON U.S. HIGHWAY 60 FOR 4.95 MILES
 GE0799'TO A SIDE ROAD LEFT (COUNTY ROAD C).  CONTINUE WEST ON HIGHWAY
 GE0799'60 FOR 2.7 MILES TO A TRACK ROAD LEFT JUST WEST OF THE TOP OF A
 GE0799'HILL.  TURN LEFT AND GO SOUTHEAST AND EAST ON THE TRACK ROAD FOR
 GE0799'0.1 MILE TO THE STATION ON THE RIGHT ABOUT 100 FEET WEST OF THE
 GE0799'TOP OF THE HILL.
 GE0799'
 GE0799'REFERENCE MARK 1 IS 23 FEET SOUTH OF THE WITNESS POST, 34 FEET
 GE0799'SOUTHEAST OF A 10 INCH OAK TREE AND 40 FEET SOUTH OF THE
 GE0799'CENTERLINE OF THE TRACK ROAD.  THE MONUMENT PROJECTS 10 INCHES
 GE0799'AND THE DISK IS STAMPED JAMES NO 1 1962.
 GE0799'
 GE0799'REFERENCE MARK 2 IS 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 GE0799'ROAD, 13 FEET NORTH OF THE 10 INCH OAK TREE AND 29 FEET
 GE0799'NORTHWEST OF THE WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND
 GE0799'THE DISK IS STAMPED JAMES NO 2 1962.
 GE0799'
 GE0799'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 GE0799'
 GE0799'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2438 ***********************************************************************
 JD2438  DESIGNATION -  JAMES
 JD2438  PID         -  JD2438
 JD2438  STATE/COUNTY-  MO/MONITEAU
 JD2438  USGS QUAD   -  JAMESTOWN (1969)
 JD2438
 JD2438                         *CURRENT SURVEY CONTROL
 JD2438  ___________________________________________________________________
 JD2438* NAD 83(1997)-  38 45 11.03102(N)    092 28 59.76264(W)     ADJUSTED  
 JD2438* NAVD 88     -       271.692  (meters)     891.38   (feet)  ADJUSTED  
 JD2438  ___________________________________________________________________
 JD2438  X           -    -215,802.741 (meters)                     COMP
 JD2438  Y           -  -4,976,042.121 (meters)                     COMP
 JD2438  Z           -   3,971,125.550 (meters)                     COMP
 JD2438  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 JD2438  ELLIP HEIGHT-         239.04  (meters)          (02/17/00) GPS OBS
 JD2438  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD2438  DYNAMIC HT  -         271.508 (meters)     890.77  (feet)  COMP
 JD2438  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 JD2438
 JD2438  HORZ ORDER  -  FIRST
 JD2438  VERT ORDER  -  FIRST     CLASS II
 JD2438  ELLP ORDER  -  FOURTH    CLASS I
 JD2438
 JD2438.The horizontal coordinates were established by GPS observations
 JD2438.and adjusted by the National Geodetic Survey in February 2000..
 JD2438
 JD2438.The orthometric height was determined by differential leveling
 JD2438.and adjusted by the National Geodetic Survey in June 1991..
 JD2438
 JD2438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2438
 JD2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2438
 JD2438.The ellipsoidal height was determined by GPS observations
 JD2438.and is referenced to NAD 83.
 JD2438
 JD2438.The geoid height was determined by GEOID03.
 JD2438
 JD2438.The dynamic height is computed by dividing the NAVD 88
 JD2438.geopotential number by the normal gravity value computed on the
 JD2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2438.degrees latitude (g = 980.6199 gals.).
 JD2438
 JD2438.The modeled gravity was interpolated from observed gravity values.
 JD2438
 JD2438;                    North         East     Units Scale Factor Converg.
 JD2438;SPC MO C     -   324,019.636   501,454.413   MT  0.99993336   +0 00 37.7
 JD2438;UTM  15      - 4,289,501.171   544,900.026   MT  0.99962482   +0 19 24.5
 JD2438
 JD2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2438!SPC MO C     -   0.99996250  x   0.99993336  =   0.99989586
 JD2438!UTM  15      -   0.99996250  x   0.99962482  =   0.99958733
 JD2438
 JD2438:                Primary Azimuth Mark                     Grid Az
 JD2438:SPC MO C     -  JAMES AZ MK                              010 17 40.7
 JD2438:UTM  15      -  JAMES AZ MK                              009 58 53.9
 JD2438
 JD2438|---------------------------------------------------------------------|
 JD2438| PID    Reference Object                     Distance      Geod. Az  |
 JD2438|                                                           dddmmss.s |
 JD2438| CN6480 JAMES AZ MK                                        0101818.4 |
 JD2438| CN6482 JAMES RM 2                           36.674 METERS 19033     |
 JD2438| JD2603 HUNTSDALE                           APPROX.20.1 KM 3544722.0 |
 JD2438| CN6481 JAMES RM 1                           27.112 METERS 35843     |
 JD2438|---------------------------------------------------------------------|
 JD2438
 JD2438                          SUPERSEDED SURVEY CONTROL
 JD2438
 JD2438  NAD 83(1986)-  38 45 11.04023(N)    092 28 59.76704(W) AD(       ) 1
 JD2438  NAD 83(1986)-  38 45 11.04023(N)    092 28 59.76704(W) AD(       ) 2
 JD2438  NAD 27      -  38 45 10.92810(N)    092 28 59.08430(W) AD(       ) 2
 JD2438  NAVD 88 (04/07/00)  271.69   (m)          891.4    (f) LEVELING    3  
 JD2438  NGVD 29 (09/27/93)  271.64   (m)          891.2    (f) LEVELING    3  
 JD2438
 JD2438.Superseded values are not recommended for survey control.
 JD2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2438.See file dsdata.txt to determine how the superseded data were derived.
 JD2438
 JD2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC4490089501(NAD 83)
 JD2438_MARKER: DS = TRIANGULATION STATION DISK
 JD2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2438_SP_SET: CONCRETE POST
 JD2438_STAMPING: JAMES 1949
 JD2438_MARK LOGO: CGS   
 JD2438_PROJECTION: FLUSH
 JD2438_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2438+STABILITY: SURFACE MOTION
 JD2438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2438+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999
 JD2438
 JD2438  HISTORY     - Date     Condition        Report By
 JD2438  HISTORY     - 1949     MONUMENTED       CGS
 JD2438  HISTORY     - 1971     GOOD             NGS
 JD2438  HISTORY     - 1986     GOOD             NGS
 JD2438  HISTORY     - 19920303 GOOD             MODNR
 JD2438  HISTORY     - 19990722 GOOD             NGS
 JD2438
 JD2438                          STATION DESCRIPTION
 JD2438
 JD2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2438'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 JD2438'87, ABOUT 0.8 MILE SOUTH OF THE VILLAGE OF JAMESTOWN.  IT
 JD2438'IT IS 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 39 FEET
 JD2438'SOUTHEAST OF A 2 FOOT SYCAMORE TREE, AND 13 FEET EAST OF
 JD2438'A FENCELINE.  THE DISK IS STAMPED JAMES 1949 AND IS SET
 JD2438'FLUSH WITH THE GROUND.
 JD2438'
 JD2438'REFERENCE MARK NO. 1 IS 55 FEET NORTH OF THE SYCAMORE TREE,
 JD2438'39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 JD2438'EAST OF THE FENCELINE.  THE DISK IS STAMPED JAMES NO 1 1949
 JD2438'AND PROJECTS 4 INCHES.
 JD2438'
 JD2438'REFERENCE MARK NO. 2 IS 36 FEET WEST OF THE CENTERLINE OF
 JD2438'THE HIGHWAY, AND 3 FEET EAST OF THE FENCELINE.  THE DISK
 JD2438'IS STAMPED JAMES NO 2 1949 AND PROJECTS 4 INCHES.
 JD2438'
 JD2438'THE AZIMUTH MARK IS 59 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JD2438'3 FEET SOUTH OF A TELEPHONE POLE, AND 1 FOOT WEST OF A FENCELINE.
 JD2438'THE DISK IS STAMPED JAMES 1949 AND PROJECTS 3 INCHES.
 JD2438'
 JD2438'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 JD2438'87 AND COUNTY ROUTE AA, 0.3 MILE SOUTH OF THE VILLAGE OF
 JD2438'JAMESTOWN, GO SOUTH ON HIGHWAY 87 FOR 0.05 MILE TO THE
 JD2438'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH FOR
 JD2438'0.45 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 JD2438'
 JD2438'ALL SIGNALS WERE VISIBLE AT 37 FEET.
 JD2438'
 JD2438'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JD2438
 JD2438                          STATION RECOVERY (1971)
 JD2438
 JD2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2438'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JD2438'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND THE MARKS WERE FOUND
 JD2438'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED BY ROAD
 JD2438'CONSTRUCTION.  NO VISIBLE OBJECTS AT THE STATION SITE SO A NEW
 JD2438'AZIMUTH MARK WAS NOT SET.  THE DESCRIPTION WAS FOUND ADEQUATE
 JD2438'FOR RECOVERY.
 JD2438'
 JD2438'A METAL WITNESS POST WAS SET 12.5 FEET WEST OF THE STATION MARK.
 JD2438'
 JD2438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2438'ABOUT 0.8 MILE SOUTH OF JAMESTOWN.
 JD2438
 JD2438                          STATION RECOVERY (1986)
 JD2438
 JD2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD2438'38.2 KM (23.75 MI) NW FROM JEFFERSON CITY.
 JD2438'36.8 KM (22.85 MI) NORTHWESTERLY ALONG STATE HIGHWAY 179 FROM ITS
 JD2438'JUNCTION WITH U.S. HIGHWAY 50 IN JEFFERSON CITY, THENCE 0.6 KM (0.35
 JD2438'MI) SOUTH ALONG COUNTY ROAD AA, THENCE 0.8 KM (0.5 MI) SOUTH ALONG
 JD2438'STATE HIGHWAY 87, 11.9 M (39.0 FT) SOUTHEAST OF A 24-INCH SYCAMORE
 JD2438'TREE, 8.6 M (28.2 FT) WEST OF THE HIGHWAY CENTERLINE, AND 4.0 M (13.1
 JD2438'FT) EAST OF A FENCE.
 JD2438'THE MARK IS 3.9 METERS  E FROM  A WITNESS POST
 JD2438'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JD2438
 JD2438                          STATION RECOVERY (1992)
 JD2438
 JD2438'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD2438'DATE OF REPORT 11-30-1992
 JD2438'STATION  JAMES 1949
 JD2438'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2438'THE STATION IS A C AND GS HORIZONTAL DISK STAMPED-- JAMES 1949 --SET
 JD2438'IN TOP OF A 12 IN. SQR MON ABOUT 2 IN. BELOW THE GROUND SURFACE.  IT
 JD2438'IS LOCATED ON THE WEST RIGHT-OF-WAY OF STATE HWY. 87, ABOUT 0.8 MI
 JD2438'(1.3 KM) SOUTH OF THE TOWN OF JAMESTOWN.  IT IS 27.3 FT (8.3 M) WEST
 JD2438'OF THE CENTERLINE OF THE HIGHWAY, 37.1 FT (11.3 M) SOUTHEAST OF A
 JD2438'54 INCH SYCAMORE TREE, 13.4 FT (4.1 M) EAST OF A FENCE LINE, 12.6
 JD2438'FT (3.8 M) EAST OF THE WITNESS POST AND SIGN.  THE STATION IS ACROSS
 JD2438'THE HIGHWAY FROM A LARGE METAL CHICKEN BARN WHICH IS ABANDONED.
 JD2438'REFERENCE MARKS ARE STANDARD C AND GS REFERENCE MARK DISKS SET IN 12
 JD2438'SQUARE CONCRETE MONUMENTS, R.M. 1 IS STAMPED-- JAMES NO. 1 1949  AND
 JD2438'IS FLUSH WITH THE GROUND, R.M. 2 IS STAMPED-- JAMES NO. 2 1949  AND
 JD2438'PROJECTS 1 INCH.  R.M. NO. 1 IS 39 FT (11.9 M) WEST OF THE CENTER
 JD2438'LINE OF THE HIGHWAY, 1 FT (0.3 M) EAST OF A FENCE, 55 FT (16.8 M)
 JD2438'NORTH OF THE SYCAMORE, AND 89.0 FT (27.1 M) NORTH OF THE STATION.
 JD2438'R.M. 2 IS 36 FT (11.0 M) WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FT
 JD2438'(0.9 M) EAST OF THE FENCE, AND 120.3 FT (36.7 M) SOUTH OF THE
 JD2438'STATION.
 JD2438'STATION AND AZIMUTH MARK TO REACH
 JD2438'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY. 87 AND COUNTY
 JD2438'ROUTE AA 0.3 MI (0.5 KM) SOUTH OF THE VILLAGE OF JAMESTOWN, GO SOUTH
 JD2438'ON HIGHWAY 87 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT AS
 JD2438'DESCRIBED.
 JD2438
 JD2438                          STATION RECOVERY (1999)
 JD2438
 JD2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 JD2438'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1601 ***********************************************************************
 GD1601  DESIGNATION -  JAMES
 GD1601  PID         -  GD1601
 GD1601  STATE/COUNTY-  MO/MISSISSIPPI
 GD1601  USGS QUAD   -  ANNISTON (1969)
 GD1601
 GD1601                         *CURRENT SURVEY CONTROL
 GD1601  ___________________________________________________________________
 GD1601* NAD 83(1997)-  36 49 11.28880(N)    089 18 27.68263(W)     ADJUSTED  
 GD1601* NAVD 88     -        98.6    (meters)     323.     (feet)  VERTCON   
 GD1601  ___________________________________________________________________
 GD1601  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GD1601  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1601
 GD1601  HORZ ORDER  -  FIRST
 GD1601
 GD1601.The horizontal coordinates were established by classical geodetic methods
 GD1601.and adjusted by the National Geodetic Survey in February 2000..
 GD1601
 GD1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1601
 GD1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1601
 GD1601.The geoid height was determined by GEOID03.
 GD1601
 GD1601;                    North         East     Units Scale Factor Converg.
 GD1601;SPC MO E     -   110,119.689   356,374.551   MT  1.00007269   +0 42 52.6
 GD1601;UTM  16      - 4,077,367.679   294,171.515   MT  1.00012195   -1 23 00.5
 GD1601
 GD1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1601!SPC MO E     -   0.99998895  x   1.00007269  =   1.00006164
 GD1601!UTM  16      -   0.99998895  x   1.00012195  =   1.00011090
 GD1601
 GD1601:                Primary Azimuth Mark                     Grid Az
 GD1601:SPC MO E     -  U 276 OFFSET                             022 12 29.0
 GD1601:UTM  16      -  U 276 OFFSET                             024 18 22.1
 GD1601
 GD1601|---------------------------------------------------------------------|
 GD1601| PID    Reference Object                     Distance      Geod. Az  |
 GD1601|                                                           dddmmss.s |
 GD1601| GD1603 U 276 OFFSET                        APPROX. 0.6 KM 0225521.6 |
 GD1601| GD1227 U 276                               APPROX. 0.6 KM 0225512.0 |
 GD1601| GD1600 JAMES RM 1                           30.364 METERS 02714     |
 GD1601| GD1599 JAMES AZ MK                         APPROX. 0.9 KM 0271419.6 |
 GD1601| CG3596 JAMES RM 2                           26.105 METERS 19717     |
 GD1601|---------------------------------------------------------------------|
 GD1601
 GD1601                          SUPERSEDED SURVEY CONTROL
 GD1601
 GD1601  NAD 83(1997)-  36 49 11.28870(N)    089 18 27.68177(W) AD(       ) 1
 GD1601  NAD 83(1997)-  36 49 11.28974(N)    089 18 27.68169(W) AD(       ) 1
 GD1601  NAD 83(1997)-  36 49 11.29901(N)    089 18 27.67893(W) AD(       ) 1
 GD1601  NAD 83(1986)-  36 49 11.30161(N)    089 18 27.68520(W) AD(       ) 1
 GD1601  NAD 27      -  36 49 11.10578(N)    089 18 27.42374(W) AD(       ) 1
 GD1601  NGVD 29 (07/19/86)   98.5    (m)          323.     (f) VERT ANG       
 GD1601
 GD1601.Superseded values are not recommended for survey control.
 GD1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1601.See file dsdata.txt to determine how the superseded data were derived.
 GD1601
 GD1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF9417277368(NAD 83)
 GD1601_MARKER: DD = SURVEY DISK
 GD1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1601+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD1601
 GD1601  HISTORY     - Date     Condition        Report By
 GD1601  HISTORY     - 1977     MONUMENTED       NGS
 GD1601  HISTORY     - 20020813 GOOD             USACE
 GD1601
 GD1601                          STATION DESCRIPTION
 GD1601
 GD1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1601'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH-SOUTHEAST OF
 GD1601'CHARLESTON, 5 MILES NORTHEAST OF EAST PRARIE, 1-1/4 MILES EAST
 GD1601'SOUTHEAST OF THE SMALL COMMUNITY OF ANNISTON, ON THE NORTH
 GD1601'SIDE OF STATE ROUTE DD AT POINT WHERE IT CROSSES SETBACK
 GD1601'LEVEE, IN SE 1/4 OF SECTION 10, T 25 N, R 16 E.
 GD1601'
 GD1601'TO REACH THE STATION FROM THE POST OFFICE IN ANNISTON
 GD1601'GO SOUTH AND EAST ON STATE HIGHWAY 75 FOR 0.8 MILE TO WHERE
 GD1601'STATE HIGHWAY 75 TURNS SOUTH . CONTINUE EAST ON STATE
 GD1601'ROUTE DD FOR 0.6 MILE TO POINT WHERE ROAD CROSSES TOP OF
 GD1601'LEVEE AND THE STATION SITE ON THE LEFT.
 GD1601'
 GD1601'STATION MARKS, STAMPED---JAMES 1977---, ARE STANDARD DISKS.
 GD1601'THE SURFACE DISK IS SET IN THE TOP OF
 GD1601'A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GD1601'GROUND SURFACE.  IT IS 4.5 FEET NORTHEAST OF A METAL WITNESS
 GD1601'POST, 15.5 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVEL ROAD
 GD1601'AND 62 FEET NORTH-NORTHEAST OF AN EAST-WEST FENCELINE.
 GD1601'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 GD1601'OF CONCRETE THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 GD1601'
 GD1601'REFERENCE MARK 1, STAMPED---JAMES NO 1 1977---, IS A
 GD1601'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND
 GD1601'CONCRETE MONUMENT FLUSH WITH THE GROUND
 GD1601'SURFACE .  IT IS 2 FEET WEST-NORTHWEST OF A METAL WITNESS POST,
 GD1601'25 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD, AND
 GD1601'87 FEET WEST-NORTHWEST OF THE WEST EDGE OF A POND.
 GD1601'
 GD1601'REFERENCE MARK 2, STAMPED---JAMES NO 2 1977---, A STANDARD
 GD1601'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 GD1601'FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET NORTH OF A METAL
 GD1601'WITNESS POST, 29 FEET SOUTH OF THE EAST-WEST FENCELINE, 21
 GD1601'FEET EAST-SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD AND
 GD1601'45 FEET NORTH OF THE CENTERLINE OF STATE ROUTE DD.
 GD1601'
 GD1601'AZIMUTH MARK, STAMPED---JAMES 1977---, A STANDARD DISK SET IN
 GD1601'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH
 GD1601'WITH THE GROUND SURFACE.  IT IS 3 FEET SOUTH-SOUTHWEST OF
 GD1601'A METAL WITNESS POST, 15 FEET WEST-NORTHWEST OF THE CENTER OF A
 GD1601'GRAVEL ROAD, AND 104 FEET EAST-SOUTHEAST OF A FENCELINE WHICH
 GD1601'IS PARALELL WITH THE LEVEE.
 GD1601'
 GD1601'BM U 276, STAMPED---U 276 1977---, IS A STANDARD BENCH MARK
 GD1601'DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD, 2.6 FEET
 GD1601'SOUTHEAST OF A METAL WITNESS POST, 22 FEET WEST-NORTHWEST OF
 GD1601'THE CENTERLINE OF A GRAVEL ROAD, 13.5 FEET NORTH-NORTHEAST OF
 GD1601'MILE POST NUMBER 13-14, AND 97 FEET EAST OF A FENCELINE
 GD1601'WHICH IS PARALLEL TO THE LEVEE.
 GD1601'
 GD1601'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 GD1601'REFERENCE MARKS, AND THE AZIMUTH MARK.
 GD1601'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 30.2 METERS.
 GD1601
 GD1601                          STATION RECOVERY (2002)
 GD1601
 GD1601'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1104 ***********************************************************************
 HD1104  DESIGNATION -  JAMES RESET
 HD1104  PID         -  HD1104
 HD1104  STATE/COUNTY-  MO/TEXAS
 HD1104  USGS QUAD   -  BUCYRUS (1987)
 HD1104
 HD1104                         *CURRENT SURVEY CONTROL
 HD1104  ___________________________________________________________________
 HD1104* NAD 83(1997)-  37 16 12.32320(N)    092 02 53.57801(W)     ADJUSTED  
 HD1104* NAVD 88     -       411.5    (meters)    1350.     (feet)  VERTCON   
 HD1104  ___________________________________________________________________
 HD1104  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 HD1104  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HD1104
 HD1104  HORZ ORDER  -  FIRST
 HD1104
 HD1104.The horizontal coordinates were established by classical geodetic methods
 HD1104.and adjusted by the National Geodetic Survey in February 2000..
 HD1104
 HD1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1104
 HD1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1104
 HD1104.The geoid height was determined by GEOID03.
 HD1104
 HD1104;                    North         East     Units Scale Factor Converg.
 HD1104;SPC MO C     -   159,520.861   540,068.794   MT  0.99995310   +0 16 24.9
 HD1104;UTM  15      - 4,125,259.463   584,386.553   MT  0.99968772   +0 34 35.1
 HD1104
 HD1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1104!SPC MO C     -   0.99994009  x   0.99995310  =   0.99989320
 HD1104!UTM  15      -   0.99994009  x   0.99968772  =   0.99962783
 HD1104
 HD1104|---------------------------------------------------------------------|
 HD1104| PID    Reference Object                     Distance      Geod. Az  |
 HD1104|                                                           dddmmss.s |
 HD1104| CN6483 JAMES RM 1                           17.044 METERS 14017     |
 HD1104| CN6484 JAMES RM 2                           15.090 METERS 25014     |
 HD1104| HD1105 JAMES RM 3                          244.112 METERS 25019     |
 HD1104| HD1108 BENDAVIS ATT MICROWAVE              APPROX.13.2 KM 2824442.9 |
 HD1104| HD1106 HOUSTON LOT                         APPROX. 8.5 KM 3344443.3 |
 HD1104|---------------------------------------------------------------------|
 HD1104
 HD1104                          SUPERSEDED SURVEY CONTROL
 HD1104
 HD1104  NAD 83(1986)-  37 16 12.33475(N)    092 02 53.57665(W) AD(       ) 1
 HD1104  NAD 27      -  37 16 12.15701(N)    092 02 53.01210(W) AD(       ) 1
 HD1104  NGVD 29 (07/19/86)  411.4    (m)         1350.     (f) VERT ANG       
 HD1104
 HD1104.Superseded values are not recommended for survey control.
 HD1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1104.See file dsdata.txt to determine how the superseded data were derived.
 HD1104
 HD1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8438725259(NAD 83)
 HD1104_MARKER: DS = TRIANGULATION STATION DISK
 HD1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1104
 HD1104  HISTORY     - Date     Condition        Report By
 HD1104  HISTORY     - 1978     MONUMENTED       NGS
 HD1104  HISTORY     - 1979     GOOD             NGS
 HD1104
 HD1104                          STATION DESCRIPTION
 HD1104
 HD1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1104'THE STATION IS LOCATED 10-1/2 MILES (16.9 KILOMETERS)
 HD1104'NORTH-NORTHEAST OF CABOOL, 9 MILES (14.5 KILOMETERS)
 HD1104'EAST-SOUTHEAST OF BENDAVIS, 6-1/2 MILES (10.5 KILOMETERS)
 HD1104'SOUTHWEST OF HOUSTON, AND IN THE SOUTHWEST CORNER OF SECTION
 HD1104'28, R 10 W, T 30 N. THE PROPERTY OWNER IS MR. M.E. JAMES,
 HD1104'WHO LIVES AT THE STATION SITE. THE ADDRESS IS R.R. 4, HOUSTON
 HD1104'MISSOURI. TELEPHONE NUMBER 967-3043.
 HD1104'
 HD1104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND
 HD1104'STATE HIGHWAY 17 IN HOUSTON, GO WESTERLY ON STATE HIGHWAY 17
 HD1104'FOR 2.35 MILES (3.78 KM) TO COUNTY ROAD Z ON THE LEFT.  TURN
 HD1104'LEFT AND GO SOUTHERLY ON COUNTY ROAD Z FOR 1.75 MILES (2.82 KM)
 HD1104'TO COUNTY ROAD AU ON THE LEFT. TURN LEFT AND GO SOUTHERLY ON
 HD1104'COUNTY ROAD AU FOR 0.9 MILE (1.45 KM) TO A SIDE ROAD ON THE
 HD1104'RIGHT.  TURN RIGHT AND GO WESTERLY ON THE GRAVEL ROAD FOR
 HD1104'1.85 MILES (2.98 KM) TO MR. JAMES HOUSE AND THE STATION ON
 HD1104'THE RIGHT AS DESCRIBED. CONTINUE WEST ON THE GRAVEL ROAD
 HD1104'FOR 0.2 MILE (0.32 KM) TO A CURVE IN THE ROAD AND REFERENCE
 HD1104'MARK 3 ON THE RIGHT.
 HD1104'
 HD1104'THE STATION MARKS, STAMPED---JAMES 1978---, ARE STANDARD DISKS.
 HD1104'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HD1104'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 HD1104'SURFACE AND HAS A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS 87
 HD1104'FEET (26.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HD1104'HOUSE, 35 FEET (10.7 M) NORTH OF THE CENTER OF THE GRAVEL
 HD1104'ROAD, AND 13 FEET (4.0 M) EAST OF A UTILITY POLE.  THE
 HD1104'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HD1104'26 INCHES BELOW THE GROUND.
 HD1104'
 HD1104'REFERENCE MARK 1, STAMPED---JAMES NO 1 1978---, IS A STANDARD
 HD1104'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HD1104'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 16
 HD1104'FEET (4.9 M) SOUTH OF THE CENTER OF THE CENTER OF THE GRAVEL
 HD1104'ROAD, 1.7 FEET (0.52 M) WEST-SOUTHWEST OF THE METAL WITNESS
 HD1104'POST, AND 0.4 FEET (0.12 M) SOUTH OF THE FENCE.
 HD1104'
 HD1104'REFERENCE MARK 2, STAMPED---JAMES NO 2 1978---, IS A STANDARD
 HD1104'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HD1104'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET (11.6 M)
 HD1104'WEST-SOUTHWEST OF THE UTILITY POLE AND 35 FEET (10.7 M) NORTH
 HD1104'OF THE CENTER OF THE GRAVEL ROAD.
 HD1104'
 HD1104'REFERENCE MARK 3, STAMPED---JAMES NO 3 1978---, IS A STANDARD
 HD1104'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HD1104'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 HD1104'38 FEET (11.6 M) NORTHWEST OF THE CENTER OF THE GRAVEL ROAD,
 HD1104'22 FEET (6.7 M) WEST OF A FENCE CORNER, AND 2.3 FEET (0.7 M)
 HD1104'EAST OF A METAL WITNESS POST.  A METAL ROD WAS EMBEDDED IN THE
 HD1104'MONUMENT.  THE UNDERGROUND MARK, STAMPED---JAMES NO 3 1978---,
 HD1104'IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN
 HD1104'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 HD1104'SURFACE.
 HD1104'
 HD1104'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
 HD1104
 HD1104                          STATION RECOVERY (1979)
 HD1104
 HD1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HD1104'UNDERGROUND STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 HD1104'IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  SURFACE STATION MARK
 HD1104'HAD APPARENTLY FROZEN AND WAS BADLY DETERIORATED.  A NEW SURFACE MARK
 HD1104'WAS ESTABLISHED.  THE DISTANCES TO REFERENCE MARKS 1 AND 2 WERE 0.002
 HD1104'METER LONGER AND 0.001 METER SHORTER RESPECTIVELY.  THE DIRECTION TO
 HD1104'THESE MARKS DIFFERED BY 20 AND 23 SECONDS LARGER RESPECTIVELY.  THE
 HD1104'DIRECTIONS TO THE MICROWAVE AND LOOKOUT TOWERS WERE BOTH 16 SECONDS
 HD1104'SMALLER THAN 1978 DATA, HOWEVER THE ANGLE BETWEEN THEM AGREED.  THE
 HD1104'LOCATION AND ROUTING TO THE STATION IS ADEQUATE AND THE PROPERTY OWNER
 HD1104'REMAINS THE SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1105 ***********************************************************************
 HD1105  DESIGNATION -  JAMES RM 3
 HD1105  PID         -  HD1105
 HD1105  STATE/COUNTY-  MO/TEXAS
 HD1105  USGS QUAD   -  BUCYRUS (1987)
 HD1105
 HD1105                         *CURRENT SURVEY CONTROL
 HD1105  ___________________________________________________________________
 HD1105* NAD 83(1997)-  37 16 09.65642(N)    092 03 02.90723(W)     ADJUSTED  
 HD1105* NAVD 88     -       409.6    (meters)    1344.     (feet)  VERTCON   
 HD1105  ___________________________________________________________________
 HD1105  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 HD1105  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HD1105
 HD1105  HORZ ORDER  -  SECOND
 HD1105
 HD1105.The horizontal coordinates were established by classical geodetic methods
 HD1105.and adjusted by the National Geodetic Survey in February 2000..
 HD1105.No horizontal observational check was made to the station.
 HD1105
 HD1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1105
 HD1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1105
 HD1105.The geoid height was determined by GEOID03.
 HD1105
 HD1105;                    North         East     Units Scale Factor Converg.
 HD1105;SPC MO C     -   159,437.559   539,839.347   MT  0.99995288   +0 16 19.3
 HD1105;UTM  15      - 4,125,174.971   584,157.611   MT  0.99968724   +0 34 29.4
 HD1105
 HD1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1105!SPC MO C     -   0.99994039  x   0.99995288  =   0.99989327
 HD1105!UTM  15      -   0.99994039  x   0.99968724  =   0.99962765
 HD1105
 HD1105                          SUPERSEDED SURVEY CONTROL
 HD1105
 HD1105  NAD 83(1986)-  37 16 09.66797(N)    092 03 02.90587(W) AD(       ) 2
 HD1105  NAD 27      -  37 16 09.49018(N)    092 03 02.34041(W) AD(       ) 2
 HD1105  NGVD 29 (07/19/86)  409.5    (m)         1344.     (f) VERT ANG       
 HD1105
 HD1105.Superseded values are not recommended for survey control.
 HD1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1105.See file dsdata.txt to determine how the superseded data were derived.
 HD1105
 HD1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8415825175(NAD 83)
 HD1105_MARKER: DR = REFERENCE MARK DISK
 HD1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1105
 HD1105  HISTORY     - Date     Condition        Report By
 HD1105  HISTORY     - 1978     MONUMENTED       NGS
 HD1105
 HD1105                          STATION DESCRIPTION
 HD1105
 HD1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1105'THE STATION IS LOCATED 10-1/2 MILES (16.9 KILOMETERS)
 HD1105'NORTH-NORTHEAST OF CABOOL, 9 MILES (14.5 KILOMETERS)
 HD1105'EAST-SOUTHEAST OF BENDAVIS, 6-1/2 MILES (10.5 KILOMETERS)
 HD1105'SOUTHWEST OF HOUSTON, AND IN THE SOUTHWEST CORNER OF SECTION
 HD1105'28, R 10 W, T 30 N. AND ON ROAD RIGHT-OF-WAY PROPERTY.
 HD1105'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION JAMES
 HD1105'USING ELECTRONIC DISTANCE EQUIPMENT.
 HD1105'
 HD1105'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND
 HD1105'STATE HIGHWAY 17 IN HOUSTON, GO WESTERLY ON STATE HIGHWAY 17
 HD1105'FOR 2.35 MILES (3.78 KM) TO COUNTY ROAD Z ON THE LEFT.  TURN
 HD1105'LEFT AND GO SOUTHERLY ON COUNTY ROAD Z FOR 1.75 MILES (2.82 KM)
 HD1105'TO COUNTY ROAD AU ON THE LEFT. TURN LEFT AND GO SOUTHERLY ON
 HD1105'COUNTY ROAD AU FOR 0.9 MILE (1.45 KM) TO A SIDE ROAD ON THE
 HD1105'RIGHT.  TURN RIGHT AND GO WESTERLY ON THE GRAVEL ROAD FOR
 HD1105'1.85 MILES (2.98 KM) TO MR. JAMES HOUSE AND TRIANGULATION
 HD1105'STATION JAMES ON THE RIGHT.  CONTINUE WEST ON THE GRAVEL ROAD
 HD1105'FOR 0.2 MILE (0.32 KM) TO A CURVE IN THE ROAD AND THE
 HD1105'STATION ON THE RIGHT.
 HD1105'
 HD1105'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS,
 HD1105'STAMPED---JAMES NO 3 1978---.  THE SURFACE DISK
 HD1105'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HD1105'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 HD1105'38 FEET (11.6 M) NORTHWEST OF THE CENTER OF THE GRAVEL ROAD,
 HD1105'22 FEET (6.7 M) WEST OF A FENCE CORNER, AND 2.3 FEET (0.7 M)
 HD1105'EAST OF A METAL WITNESS POST.  A METAL ROD WAS EMBEDDED IN THE
 HD1105'MONUMENT.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 HD1105'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 HD1105'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1311 ***********************************************************************
 KD1311  DESIGNATION -  JAMESON
 KD1311  PID         -  KD1311
 KD1311  STATE/COUNTY-  MO/DAVIESS
 KD1311  USGS QUAD   -  GALLATIN (1984)
 KD1311
 KD1311                         *CURRENT SURVEY CONTROL
 KD1311  ___________________________________________________________________
 KD1311* NAD 83(1997)-  39 59 00.98111(N)    093 58 35.09099(W)     ADJUSTED  
 KD1311* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 KD1311  ___________________________________________________________________
 KD1311  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 KD1311  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KD1311
 KD1311  HORZ ORDER  -  SECOND
 KD1311
 KD1311.The horizontal coordinates were established by classical geodetic methods
 KD1311.and adjusted by the National Geodetic Survey in February 2000..
 KD1311
 KD1311.The orthometric height was scaled from a topographic map.
 KD1311
 KD1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1311
 KD1311.The geoid height was determined by GEOID03.
 KD1311
 KD1311;                    North         East     Units Scale Factor Converg.
 KD1311;SPC MO W     -   423,778.996   894,719.184   MT  0.99996579   +0 20 11.2
 KD1311;UTM  15      - 4,426,394.109   416,632.940   MT  0.99968556   -0 37 38.8
 KD1311
 KD1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1311!SPC MO W     -   0.99996304  x   0.99996579  =   0.99992883
 KD1311!UTM  15      -   0.99996304  x   0.99968556  =   0.99964861
 KD1311
 KD1311|---------------------------------------------------------------------|
 KD1311| PID    Reference Object                     Distance      Geod. Az  |
 KD1311|                                                           dddmmss.s |
 KD1311| KD1310 PTS 8 MO                             39.559 METERS 04921     |
 KD1311| CL9609 JAMESON RM 3                         16.696 METERS 11730     |
 KD1311| KD1312 GALLATIN DAVIESS CO CTHSE DOME      APPROX. 7.7 KM 1704550.2 |
 KD1311| KD1313 GALLATIN MUNICIPAL TANK             APPROX. 7.8 KM 1705046.1 |
 KD1311| CL9608 JAMESON RM 2                         45.388 METERS 33010     |
 KD1311| CL9606 JAMESON AZ MK                                      3421358.5 |
 KD1311| CL9607 JAMESON AZ MK RESET                                3434050.2 |
 KD1311|---------------------------------------------------------------------|
 KD1311
 KD1311                          SUPERSEDED SURVEY CONTROL
 KD1311
 KD1311  NAD 83(1997)-  39 59 00.98146(N)    093 58 35.09239(W) AD(       ) 2
 KD1311  NAD 83(1997)-  39 59 00.98283(N)    093 58 35.09350(W) AD(       ) 2
 KD1311  NAD 83(1986)-  39 59 00.98340(N)    093 58 35.09154(W) AD(       ) 2
 KD1311  NAD 27      -  39 59 00.96100(N)    093 58 34.28200(W) AD(       ) 2
 KD1311
 KD1311.Superseded values are not recommended for survey control.
 KD1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1311.See file dsdata.txt to determine how the superseded data were derived.
 KD1311
 KD1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE1663326394(NAD 83)
 KD1311_MARKER: DS = TRIANGULATION STATION DISK
 KD1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1311
 KD1311  HISTORY     - Date     Condition        Report By
 KD1311  HISTORY     - 1948     MONUMENTED       CGS
 KD1311  HISTORY     - 1965     GOOD             CGS
 KD1311
 KD1311                          STATION DESCRIPTION
 KD1311
 KD1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1311'STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF GALLATIN AND
 KD1311'1.7 MILES SOUTH-SOUTHEAST OF JAMESON ON THE PROPERTY OF MR.
 KD1311'WILFORD MILLS.  IT IS IN THE LOT EAST OF THE FARM HOUSE, 114.5
 KD1311'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 56.5
 KD1311'FEET EAST OF THE NORTH-SOUTH YARD FENCE AND 18.5 FEET NORTH OF AN
 KD1311'EAST-WEST FENCE.  IT IS STAMPED JAMESON 1948 AND IS FLUSH WITH
 KD1311'THE GROUND.
 KD1311'
 KD1311'THE U.S. GEOLOGICAL SURVEY MARK STAMPED PRIM TRAV STA NO 8 1913
 KD1311'MO 901 WAS USED AS REFERENCE MARK NO. 1.  IT IS A BRASS CAP
 KD1311'RIVETED ON TOP OF A 3-INCH GALVANIZED IRON PIPE AND PROJECTS 1
 KD1311'FOOT.  IT IS IN THE SOUTHEAST ANGLE OF A ROAD INTERSECTION, 13
 KD1311'FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 35 FEET
 KD1311'SOUTH OF THE CENTER OF THE EAST-WEST ROAD.
 KD1311'
 KD1311'REFERENCE MARK NO. 2 IS 8 FEET NORTH OF THE EAST-WEST LANE ON THE
 KD1311'NORTH SIDE OF THE FARM YARD, 40.5 FEET WEST OF THE SOUTHWEST END
 KD1311'OF A BOARD GATE AND 1 FOOT SOUTH OF THE EAST-WEST FENCE.  IT IS
 KD1311'STAMPED JAMESON NO 2 1948 AND IS FLUSH WITH THE GROUND.
 KD1311'
 KD1311'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 23.5 FEET SOUTHWEST OF
 KD1311'THE CENTER OF A CURVE IN THE ROAD, 1 FOOT EAST OF THE FENCE LINE
 KD1311'AND 2 FEET SOUTHEAST OF A WITNESS POST.  IT IS STAMPED JAMESON
 KD1311'1948 AND PROJECTS 6 INCHES.
 KD1311'
 KD1311'TO REACH FROM THE FIRST INTERSECTION SOUTH OF THE JAMESON POST
 KD1311'OFFICE, GO EAST FOR 0.2 MILE, TURN SOUTH FOR 0.1 MILE TO A
 KD1311'CROSSROAD WHERE THE MAIN ROAD TURNS EAST, CONTINUE STRAIGHT AHEAD
 KD1311'SOUTH ACROSS RAILROAD TRACKS AND GO SOUTHERLY ON DIRT ROAD FOR
 KD1311'0.85 MILE TO A CURVE IN THE ROAD AND THE AZIMUTH MARK ON THE
 KD1311'RIGHT.  CONTINUE SOUTH FOR 0.5 MILE TO WHERE THE MAIN ROAD TURNS
 KD1311'EAST, FOLLOW DRIVEWAY SOUTH TO THE FARM YARD AND THE STATION AS
 KD1311'DESCRIBED.
 KD1311'
 KD1311'AN 87 FOOT SIGNAL AT GALLATIN IS VISIBLE AT 10 FEET.
 KD1311'
 KD1311'AN 87 FOOT SIGNAL AT LONG IS VISIBLE AT 45 FEET.
 KD1311'
 KD1311'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1311
 KD1311                          STATION RECOVERY (1965)
 KD1311
 KD1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KD1311'STATION RECOVERED AS DESCRIBED AND THE STATION MARK AND R.M. NO.
 KD1311'2 WERE FOUND IN GOOD CONDITION.  R.M. NO. 1 (PRIM TRAV STA NO 8
 KD1311'1913 MO 901) AND THE AZIMUTH MARK HAD BEEN DESTROYED.
 KD1311'
 KD1311'THE STATION IS 114.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 KD1311'OF A FARMHOUSE, 72.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 60
 KD1311'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY AND 24.5 FEET NORTH
 KD1311'OF A GARDEN FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 KD1311'JAMESON 1948.
 KD1311'
 KD1311'R.M. NO. 2 IS 75.5 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY,
 KD1311'57 FEET SOUTHWEST OF A GUYED POWERLINE POLE AND IS UNDER A FENCE.
 KD1311'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED JAMESON NO 2
 KD1311'1948.
 KD1311'
 KD1311'R.M. NO. 3 IS SOUTHEAST OF THE STATION, 88 FEET SOUTH OF THE
 KD1311'CENTERLINE OF THE DRIVEWAY, 29.5 FEET WEST OF THE CENTERLINE OF
 KD1311'THE ROAD, 2 FEET NORTHEAST OF A FENCE CORNER AND 1.5 FEET NORTH
 KD1311'OF A METAL WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK
 KD1311'IS STAMPED JAMESON NO 3 1948.
 KD1311'
 KD1311'THE AZIMUTH MARK IS ABOUT 0.55 MILE NORTH OF THE STATION, 31 FEET
 KD1311'EAST OF THE CENTERLINE OF THE ROAD, 7.5 FEET SOUTHWEST OF A
 KD1311'TELEPHONE POLE, 2 FEET SOUTH-SOUTHWEST OF A JOG IN FENCE LINE, 1
 KD1311'FOOT SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 KD1311'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JAMESON 1948
 KD1311'RESET 1965.
 KD1311'
 KD1311'TO REACH FROM JAMESON, FROM THE FIRST INTERSECTION SOUTH OF THE
 KD1311'POST OFFICE, GO EAST FOR 0.2 MILE, TURN SOUTH FOR 0.1 MILE TO
 KD1311'CROSSROADS, CONTINUE SOUTH ACROSS RAILROAD AND CONTINUE ON MAIN
 KD1311'ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH
 KD1311'FOR 0.55 MILE TO HOUSE AND STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1304 ***********************************************************************
 KD1304  DESIGNATION -  JAMESPORT
 KD1304  PID         -  KD1304
 KD1304  STATE/COUNTY-  MO/DAVIESS
 KD1304  USGS QUAD   -  JAMESPORT (1984)
 KD1304
 KD1304                         *CURRENT SURVEY CONTROL
 KD1304  ___________________________________________________________________
 KD1304* NAD 83(1997)-  39 58 34.70185(N)    093 47 44.23152(W)     ADJUSTED  
 KD1304* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 KD1304  ___________________________________________________________________
 KD1304  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 KD1304  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KD1304
 KD1304  HORZ ORDER  -  FIRST
 KD1304
 KD1304.The horizontal coordinates were established by classical geodetic methods
 KD1304.and adjusted by the National Geodetic Survey in February 2000..
 KD1304
 KD1304.The orthometric height was scaled from a topographic map.
 KD1304
 KD1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1304
 KD1304.The geoid height was determined by GEOID03.
 KD1304
 KD1304;                    North         East     Units Scale Factor Converg.
 KD1304;SPC MO W     -   423,074.838   910,167.249   MT  0.99998573   +0 27 09.2
 KD1304;SPC MO C     -   460,621.762   389,329.504   MT  1.00008406   -0 49 56.9
 KD1304;UTM  15      - 4,425,430.492   432,062.274   MT  0.99965682   -0 30 40.3
 KD1304
 KD1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1304!SPC MO W     -   0.99995801  x   0.99998573  =   0.99994375
 KD1304!SPC MO C     -   0.99995801  x   1.00008406  =   1.00004207
 KD1304!UTM  15      -   0.99995801  x   0.99965682  =   0.99961485
 KD1304
 KD1304|---------------------------------------------------------------------|
 KD1304| PID    Reference Object                     Distance      Geod. Az  |
 KD1304|                                                           dddmmss.s |
 KD1304| CL9611 JAMESPORT RM 1                       51.069 METERS 04034     |
 KD1304| LE0567 TRENTON MUNICIPAL TANK              APPROX.18.1 KM 0502347.2 |
 KD1304| CL9610 JAMESPORT AZ MK                                    2372739.9 |
 KD1304| KD1313 GALLATIN MUNICIPAL TANK             APPROX.15.8 KM 2440332.1 |
 KD1304| KD1366 GALLATIN                            APPROX.15.8 KM 2442014.6 |
 KD1304| KD1312 GALLATIN DAVIESS CO CTHSE DOME      APPROX.15.8 KM 2442743.8 |
 KD1304| CL9612 JAMESPORT RM 2                       34.741 METERS 31132     |
 KD1304|---------------------------------------------------------------------|
 KD1304
 KD1304                          SUPERSEDED SURVEY CONTROL
 KD1304
 KD1304  NAD 83(1997)-  39 58 34.70237(N)    093 47 44.23288(W) AD(       ) 1
 KD1304  NAD 83(1997)-  39 58 34.70434(N)    093 47 44.23417(W) AD(       ) 1
 KD1304  NAD 83(1986)-  39 58 34.70420(N)    093 47 44.23346(W) AD(       ) 1
 KD1304  NAD 27      -  39 58 34.66510(N)    093 47 43.44090(W) AD(       ) 1
 KD1304
 KD1304.Superseded values are not recommended for survey control.
 KD1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1304.See file dsdata.txt to determine how the superseded data were derived.
 KD1304
 KD1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE3206225430(NAD 83)
 KD1304_MARKER: DS = TRIANGULATION STATION DISK
 KD1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1304
 KD1304  HISTORY     - Date     Condition        Report By
 KD1304  HISTORY     - 1948     MONUMENTED       CGS
 KD1304  HISTORY     - 1964     GOOD             MOHC
 KD1304  HISTORY     - 1965     GOOD             CGS
 KD1304  HISTORY     - 1973     GOOD             USE
 KD1304  HISTORY     - 1973     GOOD             NGS
 KD1304  HISTORY     - 1974     GOOD             USGS
 KD1304
 KD1304                          STATION DESCRIPTION
 KD1304
 KD1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1304'THE STATION IS LOCATED IN A PASTURE AT THE NORTHEAST EDGE OF THE
 KD1304'TOWN OF JAMESPORT.  IT IS 45 FEET SOUTH-SOUTHEAST OF THE END OF A
 KD1304'GRAVELED STREET, 48 FEET EAST OF THE SOUTHEAST CORNER OF A
 KD1304'GARAGE, 30 FEET SOUTH-SOUTHEAST OF A T FENCE INTERSECTION BETWEEN
 KD1304'TWO BOARD GATES, 26 FEET SOUTH OF A BOX ELDER TREE, AND 12 FEET
 KD1304'EAST OF A WOVEN WIRE FENCE.  IT IS SET FLUSH WITH THE GROUND AND
 KD1304'IS STAMPED JAMESPORT 1948.
 KD1304'
 KD1304'REFERENCE MARK NO. 1 IS 90 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 KD1304'CORNER OF A BARN, 30 FEET WEST OF A T FENCE CORNER, AND 1.0 FOOT
 KD1304'SOUTH OF A WOVEN WIRE FENCE.  IT IS SET FLUSH WITH THE GROUND
 KD1304'AND IS STAMPED JAMESPORT NO 1 1948.
 KD1304'
 KD1304'REFERENCE MARK NO. 2 IS 18 FEET WEST-SOUTHWEST OF AN ELM TREE,
 KD1304'15 FEET NORTH OF THE CENTER OF A GRAVELED STREET, 14 FEET
 KD1304'SOUTH-SOUTHEAST OF A FENCE CORNER, AND 1.0 FOOT EAST OF A
 KD1304'POWER LINE POLE.  IT IS SET FLUSH WITH THE GROUND AND IS
 KD1304'STAMPED JAMESPORT NO 2 1948.
 KD1304'
 KD1304'AZIMUTH MARK IS 71 FEET NORTH OF THE NORTH RAIL OF A RAILROAD, 51
 KD1304'FEET WEST-SOUTHWEST OF A STREET INTERSECTION, 32 FEET SOUTH OF
 KD1304'THE CENTER OF A GRAVELED STREET, AND 2.5 FEET EAST OF A GARAGE.
 KD1304'IT PROJECTS 3 INCHES AND IS STAMPED JAMESPORT 1948.
 KD1304'
 KD1304'TO REACH THE STATION FROM THE POST OFFICE IN JAMESPORT, GO EAST TWO
 KD1304'BLOCKS, TURN LEFT AND GO NORTH TWO BLOCKS, TURN RIGHT AND GO EAST
 KD1304'THREE BLOCKS TO THE END OF THE STREET AND THE STATION AS
 KD1304'DESCRIBED.
 KD1304'
 KD1304'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 KD1304'STREET FOR TWO BLOCKS, TURN LEFT AND GO SOUTH FOR TWO BLOCKS AND
 KD1304'THE MARK IS SOUTHWEST OF THE STREET INTERSECTION AS DESCRIBED.
 KD1304'
 KD1304'AN 87 FOOT SIGNAL AT LONG IS VISIBLE AT 37 FEET.
 KD1304'
 KD1304'AN 87 FOOT SIGNAL AT CHAPMAN IS VISIBLE AT 50 FEET.
 KD1304'
 KD1304'AN 87 FOOT SIGNAL AT LIERLEY IS VISIBLE AT 10 FEET.
 KD1304'
 KD1304'AN 87 FOOT SIGNAL AT GALLATIN IS VISIBLE AT 37 FEET.
 KD1304'
 KD1304'A 4 FOOT SIGNAL AT HAW IS VISIBLE AT 64 FEET.
 KD1304'
 KD1304'AN 87 FOOT SIGNAL AT NETTLETON IS VISIBLE AT 4 FEET.
 KD1304'
 KD1304'A 74 FOOT SIGNAL AT LINCOLN IS VISIBLE AT 50 FEET.
 KD1304'
 KD1304'AN 87 FOOT SIGNAL AT MADISON IS VISIBLE AT 10 FEET.
 KD1304'
 KD1304'AN 87 FOOT SIGNAL AT GRUNDY IS VISIBLE AT 10 FEET.
 KD1304'
 KD1304'AN 87 FOOT SIGNAL AT PINKLEY IS VISIBLE AT 37 FEET.
 KD1304'
 KD1304'A 100 FOOT SIGNAL AT MOORESVILLE IS VISIBLE AT 37 FEET.
 KD1304'
 KD1304'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1304
 KD1304                          STATION RECOVERY (1964)
 KD1304
 KD1304'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1964 (PEC)
 KD1304'STATION, RMS 1 AND 2, AND AZ. MARK, WERE ALL RECOVERED IN GOOD
 KD1304'CONDITION.
 KD1304
 KD1304                          STATION RECOVERY (1965)
 KD1304
 KD1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 KD1304'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KD1304'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KD1304'
 KD1304'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KD1304
 KD1304                          STATION RECOVERY (1973)
 KD1304
 KD1304'RECOVERY NOTE BY US ENGINEERS 1973
 KD1304'JAMESPORT 1948 RECOVERED PERFECT.
 KD1304'
 KD1304'JAMESPORT 1948 AZI. MONU. FOUND HALF OUT OF GROUND AND LEANING + OR
 KD1304'- 45 DEG.
 KD1304'
 KD1304'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN N. EAST EDGE OF TOWN OF
 KD1304'JAMESPORT, MO.
 KD1304
 KD1304                          STATION RECOVERY (1973)
 KD1304
 KD1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KD1304'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 KD1304'IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK WAS
 KD1304'FOUND OUT OF POSITION AND THE DISK WAS RECLAIMED FROM THE CONCRETE
 KD1304'MONUMENT THIS DATE.  THE DISTANCES TO THE REFERENCE MARKS COMPARED
 KD1304'GOOD WITH THE PREVIOUS DISTANCES, BUT THE ANGLE BETWEEN THE
 KD1304'REFERENCE MARKS MISSED THE PREVIOUS ANGLE 4 MINUTES AND 6 SECONDS.
 KD1304'
 KD1304'TRIANGULATION STATIONS OR INTERSECTION STATIONS OBSERVED FROM THIS
 KD1304'STATION IN 1948 ARE NOT VISIBLE FROM THE GROUND FOR THE AID IN
 KD1304'ESTABLISHING A NEW AZIMUTH MARK, HOWEVER A SUITABLE PLACE WAS NOT
 KD1304'FOUND TO SET A NEW AZIMUTH MARK THIS DATE DUE TO MUDDY ROAD
 KD1304'CONDITIONS, BUT IT IS POSSIBLE A SUITABLE CAN BE FOUND AND A
 KD1304'POLARIS OBSERVATION WILL NEED TO BE OBSERVED.
 KD1304'
 KD1304'THE ROUTE TO REACH THE STATION IS ADEQUATE.
 KD1304'
 KD1304'A METAL WITNESS POST WAS SET 12 FEET WEST OF THE STATION MARK.
 KD1304'
 KD1304'A METAL WITNESS POST WAS SET 1 FOOT EAST OF REFERENCE MARK 1.
 KD1304'
 KD1304'THE STATION IS ON PROPERTY OWNED BY MR. NATH RICHARDSON, RT 1 BOX 20,
 KD1304'JAMESPORT, MISSOURI, 64648.
 KD1304'
 KD1304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST EDGE OF
 KD1304'JAMESPORT.
 KD1304
 KD1304                          STATION RECOVERY (1974)
 KD1304
 KD1304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 KD1304'STA. MK., RM 1 AND 2 FOUND AS DESCRIBED.
 KD1304'
 KD1304'AZ. MK. NOT FOUND.
 KD1304'
 KD1304'DIRECTION AND DISTANCE AT THE NORTHEAST EDGE OF THE TOWN OF
 KD1304'JAMESPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1031 ***********************************************************************
 HE1031  DESIGNATION -  JASPER
 HE1031  PID         -  HE1031
 HE1031  STATE/COUNTY-  MO/JASPER
 HE1031  USGS QUAD   -  CARL JUNCTION (1978)
 HE1031
 HE1031                         *CURRENT SURVEY CONTROL
 HE1031  ___________________________________________________________________
 HE1031* NAD 83(1997)-  37 12 07.51331(N)    094 34 22.19803(W)     ADJUSTED  
 HE1031* NAVD 88     -       285.7    (meters)     937.     (feet)  VERTCON   
 HE1031  ___________________________________________________________________
 HE1031  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 HE1031  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HE1031
 HE1031  HORZ ORDER  -  FIRST
 HE1031
 HE1031.The horizontal coordinates were established by classical geodetic methods
 HE1031.and adjusted by the National Geodetic Survey in February 2000..
 HE1031
 HE1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1031
 HE1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1031
 HE1031.The geoid height was determined by GEOID03.
 HE1031
 HE1031;                    North         East     Units Scale Factor Converg.
 HE1031;SPC MO W     -   114,898.131   843,534.609   MT  0.99994169   -0 02 38.5
 HE1031;SPC KS S     -   466,765.579   748,537.991   MT  1.00001332   +2 24 48.1
 HE1031;UTM  15      - 4,118,449.429   360,421.997   MT  0.99983999   -0 57 04.1
 HE1031
 HE1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1031!SPC MO W     -   0.99995987  x   0.99994169  =   0.99990156
 HE1031!SPC KS S     -   0.99995987  x   1.00001332  =   0.99997319
 HE1031!UTM  15      -   0.99995987  x   0.99983999  =   0.99979987
 HE1031
 HE1031|---------------------------------------------------------------------|
 HE1031| PID    Reference Object                     Distance      Geod. Az  |
 HE1031|                                                           dddmmss.s |
 HE1031| CN6486 JASPER RM 1                          35.637 METERS 06522     |
 HE1031| HE0962 PURCELL MUNICIPAL TANK              APPROX.12.9 KM 0695414.9 |
 HE1031| HE0967 ALBA MUNICIPAL TANK                 APPROX.14.4 KM 0734300.0 |
 HE1031| CN6485 JASPER AZ MK                                       0864811.6 |
 HE1031| HE0963 ORONOGO MUNICIPAL TANK              APPROX. 8.7 KM 0993251.3 |
 HE1031| HE0957 WEBB CITY JASPER CO TB HOSP TK      APPROX. 8.8 KM 1234229.6 |
 HE1031| HE1032 CARL JCT DUPONT DE NEMOURS TK       APPROX. 5.0 KM 1522805.3 |
 HE1031| HE1033 CARL JCT MUNICIPAL TANK             APPROX. 2.8 KM 1663531.9 |
 HE1031| HE1042 JOPLIN RADIO STATION WMBH MAST      APPROX.14.3 KM 1683938.2 |
 HE1031| HE1056 GALENA EAGLE PICHER SMELT STK       APPROX.13.8 KM 2012141.7 |
 HE1031| HE1071 TV STATION KOAM WEST MAST           APPROX.12.1 KM 2795710.9 |
 HE1031| HE1109 SCAMMON ST BRIDGETS CATH CH         APPROX.23.6 KM 2911155.4 |
 HE1031| HE1106 SCAMMON MUNICIPAL TANK              APPROX.23.1 KM 2911747.1 |
 HE1031| CN6487 JASPER RM 2                          33.022 METERS 29853     |
 HE1031| HE1107 WEIR MUNICIPAL TANK                 APPROX.21.4 KM 3042555.1 |
 HE1031| HE0999 ATLAS POWDER CO TANK                APPROX.22.0 KM 3241023.1 |
 HE1031| HE1015 PITTSBURG LADY LOURDES CATH CH      APPROX.26.4 KM 3340718.5 |
 HE1031| HE1006 PITTSBURG KC SOUTHERN RR STACK      APPROX.26.7 KM 3364047.4 |
 HE1031|---------------------------------------------------------------------|
 HE1031
 HE1031                          SUPERSEDED SURVEY CONTROL
 HE1031
 HE1031  NAD 83(1997)-  37 12 07.51332(N)    094 34 22.19803(W) AD(       ) 1
 HE1031  NAD 83(1997)-  37 12 07.52025(N)    094 34 22.20006(W) AD(       ) 1
 HE1031  NAD 83(1986)-  37 12 07.52638(N)    094 34 22.19477(W) AD(       ) 1
 HE1031  NAD 27      -  37 12 07.32717(N)    094 34 21.36597(W) AD(       ) 1
 HE1031  NGVD 29 (07/19/86)  285.6    (m)          937.     (f) VERT ANG       
 HE1031
 HE1031.Superseded values are not recommended for survey control.
 HE1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1031.See file dsdata.txt to determine how the superseded data were derived.
 HE1031
 HE1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6042218449(NAD 83)
 HE1031_MARKER: DS = TRIANGULATION STATION DISK
 HE1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1031
 HE1031  HISTORY     - Date     Condition        Report By
 HE1031  HISTORY     - 1935     MONUMENTED       CGS
 HE1031  HISTORY     - 1955     GOOD             CGS
 HE1031  HISTORY     - 1965     GOOD             CGS
 HE1031  HISTORY     - 1966     GOOD             CGS
 HE1031
 HE1031                          STATION DESCRIPTION
 HE1031
 HE1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1031'STATION IS ABOUT 9 MILES N OF JOPLIN ABOUT 10 MILES SE OF OPOLIS
 HE1031'AND 14 MILES W OF CARTHAGE, IN THE NW 1/4 SEC. 31, T 28 N, R
 HE1031'33 W, ON LAND OWNED AND OCCUPIED BY GLENN SMITH.  THE MARK
 HE1031'IS SET IN FIELD ON THE N SLOPE OF THE HILL ABOUT 200 FEET
 HE1031'N OF THE HIGHEST POINT.  IT IS ABOUT 0.75 MILE W OF STATE
 HE1031'HIGHWAY 57 AND THE KANSAS CITY SOUTHERN RAILROAD.  THE MARK IS
 HE1031'51 FEET S OF THE FENCE LINE ON THE S EDGE OF THE RIGHT-OF-WAY
 HE1031'AND 72 FEET S OF THE CENTER LINE OF THE ROAD.  IT IS 0.3
 HE1031'MILE W OF THE INTERSECTION OF COUNTY HIGHWAYS T AND C.
 HE1031'COUNTY HIGHWAY T GOES SW AT THIS POINT AND HIGHWAY C GOES E.
 HE1031'THE MARK IS SET 8 INCHES BELOW THE SURFACE.
 HE1031'
 HE1031'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE1031'BRONZE DISKS SET IN CONCRETE.
 HE1031'
 HE1031'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE N EDGE OF
 HE1031'THE FIELD, 1 FOOT S OF THE FENCE LINE ON THE S EDGE OF THE
 HE1031'RIGHT-OF-WAY, 19 FET S OF THE CENTER LINE OF THE ROAD
 HE1031'AND PROJECTS 9 INCHES.
 HE1031'
 HE1031'REFERENCE MARK NO. 2 IS NW OF THE STATION ON THE N EDGE OF
 HE1031'THE FIELD, 0.5 FOOT S OF FENCE LINE, 19 FEET S OF THE CENTER
 HE1031'LINE OF THE ROAD AND PROJECTS 9 INCHES.
 HE1031'
 HE1031'AZIMUTH MARK IS E OF THE STATION ON THE N EDGE OF THE
 HE1031'RIGHT-OF-WAY, 19 FEET N OF THE CENTER LINE OF THE ROAD,
 HE1031'ABOUT 0.5 MILE W OF STATE HIGHWAY 57 AND 0.5 MILE W OF THE
 HE1031'INTERSECTION OF COUNTY HIGHWAY C AND COUNTY HIGHWAY T.  MARK
 HE1031'PROJECTS 9 INCHES.
 HE1031'
 HE1031'REACHED FROM WEBB CITY, INTERSECTION OF U.S. HIGHWAY 66 AND
 HE1031'71 WITH COUNTY HIGHWAY Y, U.S. HIGHWAY 66 AND 71 TURN E AT
 HE1031'THIS POINT, GO W ON COUNTY HIGHWAY Y ABOUT 2 MILES TO
 HE1031'INTERSECTION WITH STATE HIGHWAY 57.  GO W AND N ON HIGHWAY 57
 HE1031'FOR 5.3 MILES TO JUNCTION WITH COUNTY HIGHWAY C.  THIS ROAD
 HE1031'IS 2.1 MILES N OF JUNCTION WITH COUNTY HIGHWAY Z AND 0.55
 HE1031'MILE N OF STATION ASBURY SOUTH BASE.  TURN W ON THIS ROAD
 HE1031'AND GO STRAIGHT W FOR 0.75 MILE TO STATION.
 HE1031'
 HE1031'ALL LIGHTS COME INTO VIEW AT 75 FEET.
 HE1031
 HE1031                          STATION RECOVERY (1955)
 HE1031
 HE1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 HE1031'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HE1031
 HE1031                          STATION RECOVERY (1965)
 HE1031
 HE1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1031'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HE1031'WERE RECOVERED.  A DIFFERENCE IN DISTANCE TO BOTH REFERENCE
 HE1031'MARKS WAS NOTED.  BECAUSE OF HIGHWAY CHANGES A NEW ROUTING
 HE1031'TO THE STATION IS NOTED.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 HE1031'
 HE1031'THE STATION IS ABOUT 1/2 MILE WEST AND 1-3/4 MILES NORTH OF
 HE1031'CARL JUNCTION ON THE NORTH SLOPE AND ABOUT 200 FEET NORTH OF
 HE1031'THE HIGHEST POINT OF A GRASS COVERED KNOLL OWNED BY W.M. HARL.
 HE1031'
 HE1031'TO REACH THE STATION FROM THE POST OFFICE IN CARL JUNCTION, GO
 HE1031'WEST ON PENNELL STREET AND STATE ROAD Z FOR 0.15 MILE TO
 HE1031'RODNEY STREET.  TURN RIGHT AND GO NORTH ON ROAD Z AND RODNEY
 HE1031'STREET FOR 0.25 MILE TO A POINT WHERE ROAD Z TURNS LEFT.
 HE1031'CONTINUE NORTH FOR 1.5 MILES TO A CROSSROAD, A GATE ON THE
 HE1031'LEFT AND THE INTERSECTION OF JUNIPER ROAD AND 28TH AVENUE.
 HE1031'THE AZIMUTH MARK IS 0.25 MILE WEST OF THIS POINT ON THE
 HE1031'NORTH RIGHT-OF-WAY OF JUNIPER ROAD.) TURN LEFT, PASS THROUGH
 HE1031'THE GATE AND GO NORTH, ALONG THE SOUTH SIDE OF A FENCE FOR
 HE1031'0.3 MILE TO THE STATION.
 HE1031'
 HE1031'THE STATION MARK IS A STANDARD DISK, STAMPED JASPER 1935, SET IN
 HE1031'THE TOP OF A 12-INCH SQUARE CONCRETE POST 6 INCHES BELOW THE GROUND
 HE1031'SURFACE.  IT IS 73.0 FEET SOUTH OF THE CENTERLINE OF JUNIPER
 HE1031'ROAD, 50.9 FEET SOUTH OF A SOUTH RIGHT-OF-WAY FENCE, 116.1
 HE1031'FEET SOUTHWEST OF A WITNESS POST AND 60.8 FEET NORTH OF A
 HE1031'TELEPHONE LINE POLE.
 HE1031'
 HE1031'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JASPER NO 1
 HE1031'1935, SET IN THE TOPO OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 HE1031'6 INCHES.  IT IS 23.0 FEET SOUTH OF THE CENTERLINE OF THE
 HE1031'ROAD, 1.0 FEET SOUTHEAST OF THE WITNESS POST, 137.6 FEET EAST
 HE1031'OF THE TELEPHONE LINE POLE AND AT ABOUT THE SAME ELEVATION
 HE1031'AS THE STATION.
 HE1031'
 HE1031'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JASPER NO 2
 HE1031'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HE1031'PROJECTING 7 INCHES ABOVE THE GROUND SURFACE.  IT IS 64.5 FEET WEST
 HE1031'OF THE TELEPHONE LINE POLE, 21.5 FEET SOUTH OF THE CENTERLINE OF
 HE1031'THE ROAD AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 HE1031'THE SLOPE DISTANCE TO THIS MARK IS 108.40 FEET.
 HE1031'
 HE1031'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JASPER 1935, SET IN
 HE1031'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 8
 HE1031'INCHES ABOVE THE GROUND SURFACE.  IT IS 0.1 MILE WEST OF
 HE1031'THE INTERSECTION OF JUNIPER ROAD AND 28TH AVENUE, 52.5 FEET
 HE1031'EAST OF A T-JUNCTION OF FENCE LINES, 20.0 FEET NORTH OF
 HE1031'THE CENTERLINE OF THE ROAD, 1.5 FEET WEST OF A WITNESS POST
 HE1031'AND 1.0 FOOT SOUTH OF A NORTH RIGHT-OF-WAY FENCE.
 HE1031'
 HE1031'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 HE1031
 HE1031                          STATION RECOVERY (1966)
 HE1031
 HE1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1031'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE1031'WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0982 ***********************************************************************
 HE0982  DESIGNATION -  JASPER MUNICIPAL TANK
 HE0982  PID         -  HE0982
 HE0982  STATE/COUNTY-  MO/JASPER
 HE0982  USGS QUAD   -  JASPER (1962)
 HE0982
 HE0982                         *CURRENT SURVEY CONTROL
 HE0982  ___________________________________________________________________
 HE0982* NAD 83(1997)-  37 20 12.83677(N)    094 18 19.53323(W)     ADJUSTED  
 HE0982* NAVD 88     -                                                        
 HE0982  ___________________________________________________________________
 HE0982  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 HE0982  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HE0982
 HE0982  HORZ ORDER  -  THIRD
 HE0982
 HE0982.The horizontal coordinates were established by classical geodetic methods
 HE0982.and adjusted by the National Geodetic Survey in February 2000..
 HE0982
 HE0982
 HE0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0982
 HE0982.The geoid height was determined by GEOID03.
 HE0982
 HE0982;                    North         East     Units Scale Factor Converg.
 HE0982;SPC MO W     -   129,874.330   867,241.649   MT  0.99994484   +0 07 04.8
 HE0982;UTM  15      - 4,133,045.811   384,360.131   MT  0.99976472   -0 47 30.6
 HE0982
 HE0982                          SUPERSEDED SURVEY CONTROL
 HE0982
 HE0982  NAD 83(1997)-  37 20 12.83687(N)    094 18 19.53318(W) AD(       ) 4
 HE0982  NAD 83(1997)-  37 20 12.84439(N)    094 18 19.53507(W) AD(       ) 4
 HE0982  NAD 83(1986)-  37 20 12.85001(N)    094 18 19.53106(W) AD(       ) 4
 HE0982  NAD 27      -  37 20 12.65500(N)    094 18 18.71700(W) AD(       ) 3
 HE0982
 HE0982.Superseded values are not recommended for survey control.
 HE0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0982.See file dsdata.txt to determine how the superseded data were derived.
 HE0982
 HE0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8436033046(NAD 83)
 HE0982_MARKER: 53 = ELEVATED TANK
 HE0982
 HE0982  HISTORY     - Date     Condition        Report By
 HE0982  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE0982  HISTORY     - 1960     GOOD             CGS
 HE0982
 HE0982                          STATION DESCRIPTION
 HE0982
 HE0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0982'THE INTERSECTION STATION IS THE CENTER OF THE JASPER MUNICIPAL
 HE0982'WATER TANK.  IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND
 HE0982'CONICAL TOP AND HAS A BALL AT THE TIP.  IT IS SUPPORTED
 HE0982'BY FOUR LEGS AND HAS A PLATFORM AT THE TOP OF THE LEGS.  THE
 HE0982'LEGS, PLATFORM AND BOTTOM OF THE TANK ARE PAINTED BLACK, THE SIDE
 HE0982'OF THE TANK, TOP AND BALL ARE PAINTED SILVER.  THE TANK IS
 HE0982'LETTERED JASPER ON E SIDE.  THE TANK IS ABOUT 125 FEET HIGH AND
 HE0982'IS VERY PROMINENT.  IT WAS ERECTED IN 1925.
 HE0982'
 HE0982'THE TANK IS AT THE W EDGE OF THE MAIN PART OF JASPER, 0.4
 HE0982'MILE W OF U.S. HWY 71, ABOUT 1/4 MILE S OF JASPER COUNTY HIGHWAY
 HE0982'H, NEAR THE CENTER OF THE W SIDE OF A VACANT LOT ON THE
 HE0982'E SIDE OF THE MISSOURI PACIFIC RAILROAD TRACK, ABOUT 70 FEET
 HE0982'E OF THE MAIN TRACK OF THE RAILROAD, AND ABOUT 235 FEET N OF
 HE0982'THE MAIN STREET OF TOWN.
 HE0982
 HE0982                          STATION RECOVERY (1960)
 HE0982
 HE0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0982'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE ENTIRE
 HE0982'STRUCTURE IS NOW PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0807 ***********************************************************************
 HC0807  DESIGNATION -  JAY
 HC0807  PID         -  HC0807
 HC0807  STATE/COUNTY-  MO/SHANNON
 HC0807  USGS QUAD   -  ROUND SPRING (1985)
 HC0807
 HC0807                         *CURRENT SURVEY CONTROL
 HC0807  ___________________________________________________________________
 HC0807* NAD 83(1997)-  37 16 14.95046(N)    091 24 34.93215(W)     ADJUSTED  
 HC0807* NAVD 88     -       290.4    (meters)     953.     (feet)  VERTCON   
 HC0807  ___________________________________________________________________
 HC0807  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 HC0807  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 HC0807
 HC0807  HORZ ORDER  -  SECOND
 HC0807
 HC0807.The horizontal coordinates were established by classical geodetic methods
 HC0807.and adjusted by the National Geodetic Survey in February 2000..
 HC0807
 HC0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0807
 HC0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0807
 HC0807.The geoid height was determined by GEOID03.
 HC0807
 HC0807;                    North         East     Units Scale Factor Converg.
 HC0807;SPC MO E     -   159,894.082   169,318.336   MT  1.00001349   -0 33 03.4
 HC0807;UTM  15      - 4,126,101.126   640,999.794   MT  0.99984490   +0 57 47.6
 HC0807
 HC0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0807!SPC MO E     -   0.99995917  x   1.00001349  =   0.99997266
 HC0807!UTM  15      -   0.99995917  x   0.99984490  =   0.99980408
 HC0807
 HC0807|---------------------------------------------------------------------|
 HC0807| PID    Reference Object                     Distance      Geod. Az  |
 HC0807|                                                           dddmmss.s |
 HC0807| CN6488 JAY RM 1                             10.770 METERS 13043     |
 HC0807| HC0808 JAY AZ MK                           474.247 METERS 3525208.9 |
 HC0807| CN6489 JAY RM 2                              9.876 METERS 35254     |
 HC0807|---------------------------------------------------------------------|
 HC0807
 HC0807                          SUPERSEDED SURVEY CONTROL
 HC0807
 HC0807  NAD 83(1986)-  37 16 14.96228(N)    091 24 34.93078(W) AD(       ) 2
 HC0807  NAD 27      -  37 16 14.79328(N)    091 24 34.43315(W) AD(       ) 2
 HC0807  NGVD 29 (07/19/86)  290.3    (m)          952.     (f) VERT ANG       
 HC0807
 HC0807.Superseded values are not recommended for survey control.
 HC0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0807.See file dsdata.txt to determine how the superseded data were derived.
 HC0807
 HC0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB4100026101(NAD 83)
 HC0807_MARKER: DS = TRIANGULATION STATION DISK
 HC0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0807+STABILITY: SURFACE MOTION
 HC0807
 HC0807  HISTORY     - Date     Condition        Report By
 HC0807  HISTORY     - 1977     MONUMENTED       NGS
 HC0807
 HC0807                          STATION DESCRIPTION
 HC0807
 HC0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0807'THE STATION IS LOCATED 14-1/2 MILES EAST OF HARTSHORN, 9-1/2
 HC0807'MILES NORTH OF EMINENCE, 1 MILE SOUTH OF ROUND SPRING, ON TOP
 HC0807'OF A 12 FOOT HIGH CUTBANK, IN THE EAST PORTION OF SECTION 19,
 HC0807'T 30 N, R 4 W. AND ON THE HIGHWAY RIGHT-OF-WAY.  PERMISSION
 HC0807'PERMISSION GRANTED BY THE MISSOURI DEPARTMENT OF HIGHWAYS,
 HC0807'DISTRICT 9, POST OFFICE BOX 220, WILLOW SPRINGS, 65587.
 HC0807'TELEPHONE NUMBER 469-4134.
 HC0807'
 HC0807'TO REACH THE STATION FROM THE POST OFFICE IN ROUND SPRINGS, GO
 HC0807'SOUTHERLY ON STATE HIGHWAY 19 FOR 0.95 MILE TO THE AZIMUTH MARK
 HC0807'ON THE LEFT. CONTINUE SOUTH ON STATE HIGHWAY 19 FOR 0.3 MILE TO
 HC0807'THE STATION SITE ON THE RIGHT.
 HC0807'
 HC0807'THE STATION MARKS, STAMPED---JAY 1977---, ARE STANDARD DISKS.
 HC0807'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0807'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND
 HC0807'HAS A METAL ROD EMBEDDED IN THE MONUMENT. IT IS 44.5 FEET
 HC0807'SOUTH-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 19 AND 7
 HC0807'FEET WEST-NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 HC0807'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40
 HC0807'INCHES BELOW THE GROUND SURFACE.
 HC0807'
 HC0807'REFERENCE MARK 1, STAMPED---JAY NO 1 1977---, IS A STANDARD
 HC0807'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS
 HC0807'33.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 19
 HC0807'AND 28.4 FEET SOUTHEAST OF A METAL WITNESS POST.
 HC0807'
 HC0807'REFERENCE MARK 2, STAMPED---JAY NO 2 1977---, IS A STANDARD
 HC0807'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS
 HC0807'37 FEET NORTHWEST OF A METAL WITNESS POST AND 33.2 FEET
 HC0807'SOUTH-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 19.
 HC0807'
 HC0807'THE AZIMUTH MARK, STAMPED---JAY 1977---, IS A STANDARD DISK
 HC0807'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS 22.8
 HC0807'FEET EAST OF THE CENTER OF STATE HIGHWAY 19 AND 3.8 FEET NORTH
 HC0807'OF A METAL WITNESS POST.
 HC0807'
 HC0807'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0808 ***********************************************************************
 HC0808  DESIGNATION -  JAY AZ MK
 HC0808  PID         -  HC0808
 HC0808  STATE/COUNTY-  MO/SHANNON
 HC0808  USGS QUAD   -  ROUND SPRING (1985)
 HC0808
 HC0808                         *CURRENT SURVEY CONTROL
 HC0808  ___________________________________________________________________
 HC0808* NAD 83(1997)-  37 16 30.21484(N)    091 24 37.32178(W)     ADJUSTED  
 HC0808* NAVD 88     -       264.0    (meters)     866.     (feet)  VERTCON   
 HC0808  ___________________________________________________________________
 HC0808  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 HC0808  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 HC0808
 HC0808  HORZ ORDER  -  SECOND
 HC0808
 HC0808.The horizontal coordinates were established by classical geodetic methods
 HC0808.and adjusted by the National Geodetic Survey in February 2000..
 HC0808.No horizontal observational check was made to the station.
 HC0808
 HC0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0808
 HC0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0808
 HC0808.The geoid height was determined by GEOID03.
 HC0808
 HC0808;                    North         East     Units Scale Factor Converg.
 HC0808;SPC MO E     -   160,365.212   169,263.991   MT  1.00001360   -0 33 05.0
 HC0808;UTM  15      - 4,126,570.576   640,933.031   MT  0.99984467   +0 57 46.5
 HC0808
 HC0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0808!SPC MO E     -   0.99996331  x   1.00001360  =   0.99997691
 HC0808!UTM  15      -   0.99996331  x   0.99984467  =   0.99980799
 HC0808
 HC0808                          SUPERSEDED SURVEY CONTROL
 HC0808
 HC0808  NAD 83(1986)-  37 16 30.22665(N)    091 24 37.32040(W) AD(       ) 2
 HC0808  NAD 27      -  37 16 30.05795(N)    091 24 36.82272(W) AD(       ) 2
 HC0808  NGVD 29 (07/19/86)  263.9    (m)          866.     (f) VERT ANG       
 HC0808
 HC0808.Superseded values are not recommended for survey control.
 HC0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0808.See file dsdata.txt to determine how the superseded data were derived.
 HC0808
 HC0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB4093326571(NAD 83)
 HC0808_MARKER: DZ = AZIMUTH MARK DISK
 HC0808_SETTING: 66 = SET IN ROCK OUTCROP
 HC0808_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HC0808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC0808+STABILITY: POSITION/ELEVATION WELL
 HC0808
 HC0808  HISTORY     - Date     Condition        Report By
 HC0808  HISTORY     - 1977     MONUMENTED       NGS
 HC0808
 HC0808                          STATION DESCRIPTION
 HC0808
 HC0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 HC0808'THE STATION IS LOCATED ABOUT 14-1/2 MILES EAST OF HARTSHORN,
 HC0808'9-1/2 MILES NORTH OF EMINENCE, 1 MILE SOUTH OF ROUND SPRING,
 HC0808'IN THE WEST PORTION OF SECTION 20, R 4 W, T 30 N. AND ON
 HC0808'THE HIGHWAY RIGHT OF WAY.  PERMISSION GRANTED BY THE
 HC0808'MISSOURI DEPARTMENT OF HIGHWAYS, DISTRICT 9, POST OFFICE
 HC0808'BOX 220, WILLOW SPRINGS, 65587. TELEPHONE NUMBER
 HC0808'469-4134.  A TRAVERSE CONNECTION WAS MADE TO
 HC0808'TRIANGULATION STATION JAY USING ELECTRONIC DISTANCE EQUIPMENT.
 HC0808'
 HC0808'TO REACH THE STATION FROM THE POST OFFICE IN ROUND SPRING, GO
 HC0808'SOUTHERLY ON STATE HIGHWAY 19 FOR 0.95 MILE TO THE STATION ON
 HC0808'THE LEFT.
 HC0808'
 HC0808'THE STATION MARK, STAMPED---JAY 1977---, IS A STANDARD AZIMUTH
 HC0808'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT
 HC0808'IS 22.8 FEET EAST OF THE CENTER OF STATE HIGHWAY 19 AND 3.8
 HC0808'FEET NORTH OF A METAL WITNESS POST.
 HC0808'
 HC0808'THE HEIGHT OF LIGHT ABOVE STATION MARK WAS 0.10 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0774 ***********************************************************************
 HC0774  DESIGNATION -  JAY LOOKOUT TOWER
 HC0774  PID         -  HC0774
 HC0774  STATE/COUNTY-  MO/REYNOLDS
 HC0774  USGS QUAD   -  CORRIDON (1985)
 HC0774
 HC0774                         *CURRENT SURVEY CONTROL
 HC0774  ___________________________________________________________________
 HC0774* NAD 83(1997)-  37 27 57.70568(N)    091 06 46.91533(W)     ADJUSTED  
 HC0774* NAVD 88     -                                                        
 HC0774  ___________________________________________________________________
 HC0774  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 HC0774  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HC0774
 HC0774  HORZ ORDER  -  THIRD
 HC0774
 HC0774.The horizontal coordinates were established by classical geodetic methods
 HC0774.and adjusted by the National Geodetic Survey in February 2000..
 HC0774
 HC0774
 HC0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0774
 HC0774.The geoid height was determined by GEOID03.
 HC0774
 HC0774;                    North         East     Units Scale Factor Converg.
 HC0774;SPC MO E     -   181,346.487   195,771.166   MT  0.99996954   -0 22 22.5
 HC0774;UTM  15      - 4,148,244.412   666,872.687   MT  0.99994302   +1 08 53.1
 HC0774
 HC0774                          SUPERSEDED SURVEY CONTROL
 HC0774
 HC0774  NAD 83(1986)-  37 27 57.71877(N)    091 06 46.91392(W) AD(       ) 4
 HC0774  NAD 27      -  37 27 57.55100(N)    091 06 46.45100(W) AD(       ) 3
 HC0774
 HC0774.Superseded values are not recommended for survey control.
 HC0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0774.See file dsdata.txt to determine how the superseded data were derived.
 HC0774
 HC0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB6687348244(NAD 83)
 HC0774_MARKER: 57 = LOOKOUT TOWER
 HC0774
 HC0774  HISTORY     - Date     Condition        Report By
 HC0774  HISTORY     - 1962     FIRST OBSERVED   CGS
 HC0774
 HC0774                          STATION DESCRIPTION
 HC0774
 HC0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0774'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER,
 HC0774'LOCATED ABOUT 5-1/4 MILES EAST OF BUNKER, 1-1/4 MILES NORTH
 HC0774'OF BEE FORK CREEK, IN THE NORTHWEST 1/4 OF SECTION 13, T 32 N
 HC0774'R 2 W. AND ON THE PROPERTY OF THE CLARK NATIONAL FOREST.
 HC0774'IT IS A FOUR LEGGED STEEL STRUCTURE WITH AN OPEN OBSERVATION
 HC0774'PLATFORM AT THE TOP.  THE OVERALL HEIGHT IS ABOUT 50 FEET.
 HC0774'
 HC0774'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 72 AND COUNTY ROAD
 HC0774'A IN BUNKER, GO EASTERLY ON HIGHWAY 72 FOR 0.6 MILE TO A
 HC0774'SIDE ROAD LEFT (COUNTY ROAD KK).  TURN LEFT AND GO NORTHEASTERLY
 HC0774'ON COUNTY ROAD KK FOR 5.35 MILES TO A SIDE ROAD RIGHT.  TURN
 HC0774'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.3 MILE TO A TRACK
 HC0774'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE TRACK ROAD FOR
 HC0774'0.05 MILE TO THE TOWER ON THE LEFT.
 HC0774'
 HC0774'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BEE
 HC0774'THE DISTANCE BEING 50.40 FEET AND 17.191 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6241 ***********************************************************************
 AC6241  DESIGNATION -  JE 01
 AC6241  PID         -  AC6241
 AC6241  STATE/COUNTY-  MO/JEFFERSON
 AC6241  USGS QUAD   -  LONEDELL (1969)
 AC6241
 AC6241                         *CURRENT SURVEY CONTROL
 AC6241  ___________________________________________________________________
 AC6241* NAD 83(1997)-  38 16 43.08490(N)    090 45 39.66879(W)     ADJUSTED  
 AC6241* NAVD 88     -       235.2    (meters)     772.     (feet)  GPS OBS   
 AC6241  ___________________________________________________________________
 AC6241  X           -     -66,588.663 (meters)                     COMP
 AC6241  Y           -  -5,013,047.573 (meters)                     COMP
 AC6241  Z           -   3,929,896.362 (meters)                     COMP
 AC6241  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AC6241  ELLIP HEIGHT-         205.06  (meters)          (02/17/00) GPS OBS
 AC6241  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AC6241
 AC6241  HORZ ORDER  -  FIRST
 AC6241  ELLP ORDER  -  FOURTH    CLASS I
 AC6241
 AC6241.The horizontal coordinates were established by GPS observations
 AC6241.and adjusted by the National Geodetic Survey in February 2000..
 AC6241
 AC6241.The orthometric height was determined by GPS observations and a
 AC6241.high-resolution geoid model.
 AC6241
 AC6241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6241
 AC6241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6241
 AC6241.The ellipsoidal height was determined by GPS observations
 AC6241.and is referenced to NAD 83.
 AC6241
 AC6241.The geoid height was determined by GEOID03.
 AC6241
 AC6241;                    North         East     Units Scale Factor Converg.
 AC6241;SPC MO E     -   271,390.597   227,162.568   MT  0.99993975   -0 09 42.1
 AC6241;UTM  15      - 4,239,102.009   695,842.143   MT  1.00007237   +1 23 14.9
 AC6241
 AC6241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6241!SPC MO E     -   0.99996783  x   0.99993975  =   0.99990758
 AC6241!UTM  15      -   0.99996783  x   1.00007237  =   1.00004019
 AC6241
 AC6241                          SUPERSEDED SURVEY CONTROL
 AC6241
 AC6241  NAD 83(1997)-  38 16 43.08828(N)    090 45 39.66929(W) AD(       ) 1
 AC6241  NAD 83(1986)-  38 16 43.09913(N)    090 45 39.66846(W) AD(       ) 1
 AC6241
 AC6241.Superseded values are not recommended for survey control.
 AC6241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6241.See file dsdata.txt to determine how the superseded data were derived.
 AC6241
 AC6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9584239102(NAD 83)
 AC6241_MARKER: DD = SURVEY DISK
 AC6241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6241_STAMPING: JE-01 1994
 AC6241_MARK LOGO: MODNR 
 AC6241_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6241+STABILITY: SURFACE MOTION
 AC6241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6241+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6241
 AC6241  HISTORY     - Date     Condition        Report By
 AC6241  HISTORY     - 1994     MONUMENTED       MODNR
 AC6241
 AC6241                          STATION DESCRIPTION
 AC6241
 AC6241'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6241'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6241'STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTH OF PACIFIC, MO, 13 MI
 AC6241'(20.9 KM) EAST OF ST.  CLAIR, MO AND 3/4 MI SOUTH OF THE VILLAGE OF
 AC6241'GRUBVILLE, MO ON THE EAST RIGHT-OF-WAY OF ROUTE WW.  IT IS 15.6 FT
 AC6241'(4.8 M) SOUTH OF A NAIL AND WASHER IN A CEDAR FENCE POST, 1.6 FT (0.5
 AC6241'M) WEST OF A CARSONITE WITNESS POST AT THE FENCE, 17.0 FT (5.2 M)
 AC6241'NORTH OF A NAIL AND WASHER IN A CEDAR FENCE POST, 61.0 FT (18.6 M)
 AC6241'NORTHEAST OF A CORNER POST OF A CHAIN LINK FENCE, AND 19.2 FT (5.9 M)
 AC6241'EAST OF A 60D NAIL AND WASHER 18 IN FROM THE EDGE OF PAVEMENT. THE
 AC6241'AZIMUTH MARK IS 0.35 MI (0.56 KM) SOUTH ON THE EAST RIGHT-OF-WAY OF
 AC6241'ROUTE WW.  IT IS 19.5 FT (5.9 M) EAST OF CENTERLINE, 9.0 FT (2.7 M)
 AC6241'EAST OF A COTTON PICKER SPINDLE 4 IN FROM THE EDGE OF PAVEMENT, 10 FT
 AC6241'(3.0 M) SW OF A CARSONITE WITNESS POST AT SW BELL UTILITY POLE 40,
 AC6241'10.2 FT (3.1 M) SW OF A NAIL AND WASHER IN THE SAME UTILITY POLE WHICH
 AC6241'ALSO HAS A TRANSFORMER, 10.4 FT (3.2 M) SW OF 2 IRON PIPES AT A FENCE
 AC6241'CORNER, 15.9 FT (4.8 M) NW OF THE 2ND METAL POST FROM THE FENCE CORNER
 AC6241'AND 51 FT (15.5 M) NORTH OF THE CENTERLINE OF A FIELD ENTRANCE. TO
 AC6241'REACH THE STATION FROM THE JUNCTION OF ROUTES Y AND WW IN THE SOUTH
 AC6241'PART OF THE VILLAGE OF GRUBVILLE, MO., GO SOUTHWESTERLY AND SOUTHERLY
 AC6241'ON ROUTE WW FOR 0.85 MI (1.37 KM) TO THE STATION ON THE LEFT (EAST)
 AC6241'RIGHT-OF-WAY AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 AC6241'CONTINUE SOUTHERLY ON ROUTE WW FOR 0.35 MI (0.56 KM) TO THE MARK ON
 AC6241'THE LEFT (EAST) RIGHT-OF-WAY AS DESCRIBED. JE-01A, A 60D NAIL AND
 AC6241'WASHER, HAS BEEN PAVED OVER WITH 1 INCH OF ASPHALT.  I VERIFIED NAIL
 AC6241'BY CHISLING A HOLE IN PAVEMENT. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6242 ***********************************************************************
 AC6242  DESIGNATION -  JE 02
 AC6242  PID         -  AC6242
 AC6242  STATE/COUNTY-  MO/JEFFERSON
 AC6242  USGS QUAD   -  LONEDELL (1969)
 AC6242
 AC6242                         *CURRENT SURVEY CONTROL
 AC6242  ___________________________________________________________________
 AC6242* NAD 83(1997)-  38 18 22.61916(N)    090 45 34.74653(W)     ADJUSTED  
 AC6242* NAVD 88     -       221.9    (meters)     728.     (feet)  GPS OBS   
 AC6242  ___________________________________________________________________
 AC6242  X           -     -66,443.678 (meters)                     COMP
 AC6242  Y           -  -5,011,136.903 (meters)                     COMP
 AC6242  Z           -   3,932,296.848 (meters)                     COMP
 AC6242  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AC6242  ELLIP HEIGHT-         191.60  (meters)          (02/17/00) GPS OBS
 AC6242  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AC6242
 AC6242  HORZ ORDER  -  FIRST
 AC6242  ELLP ORDER  -  FOURTH    CLASS I
 AC6242
 AC6242.The horizontal coordinates were established by GPS observations
 AC6242.and adjusted by the National Geodetic Survey in February 2000..
 AC6242
 AC6242.The orthometric height was determined by GPS observations and a
 AC6242.high-resolution geoid model.
 AC6242
 AC6242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6242
 AC6242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6242
 AC6242.The ellipsoidal height was determined by GPS observations
 AC6242.and is referenced to NAD 83.
 AC6242
 AC6242.The geoid height was determined by GEOID03.
 AC6242
 AC6242;                    North         East     Units Scale Factor Converg.
 AC6242;SPC MO E     -   274,459.091   227,290.816   MT  0.99993968   -0 09 39.4
 AC6242;UTM  15      - 4,242,173.257   695,887.369   MT  1.00007259   +1 23 21.0
 AC6242
 AC6242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6242!SPC MO E     -   0.99996994  x   0.99993968  =   0.99990962
 AC6242!UTM  15      -   0.99996994  x   1.00007259  =   1.00004253
 AC6242
 AC6242                          SUPERSEDED SURVEY CONTROL
 AC6242
 AC6242  NAD 83(1997)-  38 18 22.62258(N)    090 45 34.74703(W) AD(       ) 1
 AC6242  NAD 83(1986)-  38 18 22.63307(N)    090 45 34.74650(W) AD(       ) 1
 AC6242
 AC6242.Superseded values are not recommended for survey control.
 AC6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6242.See file dsdata.txt to determine how the superseded data were derived.
 AC6242
 AC6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9588742173(NAD 83)
 AC6242_MARKER: DD = SURVEY DISK
 AC6242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6242_STAMPING: JE-02 1994
 AC6242_MARK LOGO: MODNR 
 AC6242_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6242+STABILITY: SURFACE MOTION
 AC6242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6242+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6242
 AC6242  HISTORY     - Date     Condition        Report By
 AC6242  HISTORY     - 1994     MONUMENTED       MODNR
 AC6242
 AC6242                          STATION DESCRIPTION
 AC6242
 AC6242'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6242'STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS. THE
 AC6242'STATION IS LOCATED ABOUT 13 MI (20.9 KM) EAST OF ST.  CLAIR, MO, 12 MI
 AC6242'(19.3 KM) SOUTH OF PACIFIC, MO AND 1.5 MI (2.4 KM) NNW OF THE VILLAGE
 AC6242'OF GRUBVILLE, MO ON THE NORTH RIGHT-OF-WAY OF MISSOURI HIGHWAY 30
 AC6242'ABOUT 221 FT (67.4 M) EAST OF THE JEFFERSON-FRANKLIN COUNTY LINE ROAD.
 AC6242'IT IS 20.8 FT (6.3 M) SSW OF A CARSONITE WITNESS POST AT THE SOUTHWEST
 AC6242'CORNER OF A 4-BOARD RAIL FENCE, 30.9 FT (9.4 M) SOUTHWEST OF A NAIL
 AC6242'AND WASHER IN A FENCE POST AND 13.9 FT (4.2 M) NORTHWEST OF A CONCRETE
 AC6242'NAIL, 9.0 FT (2.7 M) NNE AND 14.1 FT (4.3 M) ENE OF BENT P.K.  NAILS
 AC6242'AND WASHERS 6 IN FROM EDGE OF PAVEMENT. THE AZIMUTH MARK IS 0.45 MI
 AC6242'(0.72 KM) WEST ON THE NORTH RIGHT-OF-WAY OF MISSOURI HIGHWAY 30.  IT
 AC6242'IS 3.8 FT (1.2 M) SSW OF A CARSONITE WITNESS POST AND FROM P.K.  NAILS
 AC6242'AND WASHERS 0.8 FT (24.4 CM) FROM THE EDGE OF PAVEMENT.  IT IS 15.0 FT
 AC6242'(4.6 M) NORTHWEST, 11.1 FT (3.4 M) NNE AND 15.0 FT (4.6 M) ENE.  A
 AC6242'PRIVATE ENTRANCE FOR ENS 303/015 IS ABOUT 6 FT (1.8 M) EAST OF THE
 AC6242'MARK ON THE SOUTH SIDE OF THE HIGHWAY. TO REACH THE STATION FROM THE
 AC6242'JUNCTION OF MISSOURI HIGHWAY 30 WITH ROUTE Y ABOUT 1 MI (1.6 KM) NORTH
 AC6242'OF GRUBVILLE, MO, GO WEST ON HIGHWAY 30 FOR 0.9 MI (1.4 KM) TO THE
 AC6242'STATION ON THE RIGHT (NORTH) SIDE JUST EAST OF THE COUNTY LINE AS
 AC6242'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST
 AC6242'ON HIGHWAY 30 FOR 0.45 MI (0.72 KM) TO A PRIVATE ENTRANCE ON THE LEFT
 AC6242'AND THE MARK ON THE RIGHT (NORTH) SIDE AS DESCRIBED. DATE OF REPORT
 AC6242'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6243 ***********************************************************************
 AC6243  DESIGNATION -  JE 03
 AC6243  PID         -  AC6243
 AC6243  STATE/COUNTY-  MO/JEFFERSON
 AC6243  USGS QUAD   -  FLETCHER (1981)
 AC6243
 AC6243                         *CURRENT SURVEY CONTROL
 AC6243  ___________________________________________________________________
 AC6243* NAD 83(1997)-  38 12 46.22120(N)    090 44 45.86673(W)     ADJUSTED  
 AC6243* NAVD 88     -       219.2    (meters)     719.     (feet)  GPS OBS   
 AC6243  ___________________________________________________________________
 AC6243  X           -     -65,339.767 (meters)                     COMP
 AC6243  Y           -  -5,017,573.104 (meters)                     COMP
 AC6243  Z           -   3,924,150.556 (meters)                     COMP
 AC6243  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AC6243  ELLIP HEIGHT-         189.18  (meters)          (02/17/00) GPS OBS
 AC6243  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 AC6243
 AC6243  HORZ ORDER  -  FIRST
 AC6243  ELLP ORDER  -  FOURTH    CLASS I
 AC6243
 AC6243.The horizontal coordinates were established by GPS observations
 AC6243.and adjusted by the National Geodetic Survey in February 2000..
 AC6243
 AC6243.The orthometric height was determined by GPS observations and a
 AC6243.high-resolution geoid model.
 AC6243
 AC6243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6243
 AC6243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6243
 AC6243.The ellipsoidal height was determined by GPS observations
 AC6243.and is referenced to NAD 83.
 AC6243
 AC6243.The geoid height was determined by GEOID03.
 AC6243
 AC6243;                    North         East     Units Scale Factor Converg.
 AC6243;SPC MO E     -   264,084.111   228,450.744   MT  0.99993905   -0 09 08.0
 AC6243;UTM  15      - 4,231,831.997   697,327.436   MT  1.00007957   +1 23 40.9
 AC6243
 AC6243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6243!SPC MO E     -   0.99997032  x   0.99993905  =   0.99990937
 AC6243!UTM  15      -   0.99997032  x   1.00007957  =   1.00004988
 AC6243
 AC6243                          SUPERSEDED SURVEY CONTROL
 AC6243
 AC6243  NAD 83(1997)-  38 12 46.22453(N)    090 44 45.86722(W) AD(       ) 1
 AC6243  NAD 83(1986)-  38 12 46.23537(N)    090 44 45.86640(W) AD(       ) 1
 AC6243
 AC6243.Superseded values are not recommended for survey control.
 AC6243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6243.See file dsdata.txt to determine how the superseded data were derived.
 AC6243
 AC6243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9732731832(NAD 83)
 AC6243_MARKER: DD = SURVEY DISK
 AC6243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6243_STAMPING: JE-03 1994
 AC6243_MARK LOGO: MODNR 
 AC6243_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6243+STABILITY: SURFACE MOTION
 AC6243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6243+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6243
 AC6243  HISTORY     - Date     Condition        Report By
 AC6243  HISTORY     - 1994     MONUMENTED       MODNR
 AC6243
 AC6243                          STATION DESCRIPTION
 AC6243
 AC6243'DESCRIBED BY MO DEPT OF NAT RES 1994
 AC6243'THE STATION AND AZIMUTH MARKS ARE STANDARD MO DNR GRS INSTALLATIONS.
 AC6243'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) ENE OF THE COMMON CORNER OF
 AC6243'FRANKLIN, JEFFERSON, AND WASHINGTON COUNTIES ON THE EAST RIGHT-OF-WAY
 AC6243'OF ROUTE WW.  IT IS 3.2 FT (1.0 M) WEST OF A CARSONITE WITNESS POST AT
 AC6243'THE RIGHT-OF-WAY FENCE, 4.3 FT (1.3 M) NORTHWEST OF A NAIL AND WASHER
 AC6243'IN A FENCE POST, 21.2 FT (6.5 M) NORTHEAST OF A P.K. NAIL AND WASHER
 AC6243'12 IN FROM THE EDGE OF PAVEMENT, 17.6 FT (5.4 M) EAST OF A P.K.  NAIL
 AC6243'AND WASHER 12 IN FROM THE EDGE OF PAVEMENT, AND 39.9 FT (12.2 M) SOUTH
 AC6243'OF A NAIL AND WASHER ON A BRACED UTILITY POLE WITH RISER BOX 3108 ON
 AC6243'THE NORTH SIDE OF THE POLE. THE AZIMUTH MARK IS .25 MI (0.40 KM) SOUTH
 AC6243'ON THE EAST RIGHT-OF-WAY OF ROUTE WW IN THE SOUTHEAST ANGLE OF ROUTE
 AC6243'WW WITH AN ENTRANCE TO A PRIVATE ROAD.  IT IS 17.0 FT (5.2 M) SSW OF A
 AC6243'NAIL AND WASHER IN THE SOUTH GATE POST, 7.2 FT (2.2 M) WEST OF A
 AC6243'CARSONITE WITNESS POST, 14.6 FT (4.5 M) EAST OF A P.K.  NAIL AND
 AC6243'WASHER 12 IN FROM THE EDGE OF PAVEMENT, 9.6 FT (2.9 M) SOUTHEAST OF A
 AC6243'PUNCH MARK IN THE SOUTH END OF A 15 IN C.M.P.  AND 38.9 FT (11.9 M)
 AC6243'SOUTH OF A NAIL AND WASHER IN A UTILITY POLE. TO REACH THE STATION
 AC6243'FROM THE JUNCTION OF MISSOURI HIGHWAY 30 AND ROUTE Y ABOUT 1 MI (1.6
 AC6243'KM) NORTH OF GRUBVILLE, MO, GO SOUTH ON ROUTE Y FOR 1.2 MI (1.9 KM) TO
 AC6243'A Y-JUNCTION WITH ROUTE WW.  VEER RIGHT AND FOLLOW ROUTE WW SOUTHERLY
 AC6243'FOR 6.1 MI (9.8 KM) TO THE STATION ON THE LEFT (EAST) RIGHT-OF-WAY AS
 AC6243'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON WW
 AC6243'FOR .25 MI (0.40 KM) TO THE MARK ON THE LEFT (EAST) RIGHT-OF-WAY AS
 AC6243'DESCRIBED. A NEW POLE HAS BEEN SET NEXT TO EXISTING POLE AT JE-03A -
 AC6243'OLD POLE WILL PROBABLY BE REMOVED. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9631 ***********************************************************************
 AD9631  SACS        -  This is a Secondary Airport Control Station.
 AD9631  DESIGNATION -  JEF AP STA B2
 AD9631  PID         -  AD9631
 AD9631  STATE/COUNTY-  MO/CALLAWAY
 AD9631  USGS QUAD   -  JEFFERSON CITY (1981)
 AD9631
 AD9631                         *CURRENT SURVEY CONTROL
 AD9631  ___________________________________________________________________
 AD9631* NAD 83(1997)-  38 35 45.72288(N)    092 09 48.96021(W)     ADJUSTED  
 AD9631* NAVD 88     -       166.05   (meters)     544.8    (feet)  GPS OBS   
 AD9631  ___________________________________________________________________
 AD9631  X           -    -188,445.108 (meters)                     COMP
 AD9631  Y           -  -4,987,972.117 (meters)                     COMP
 AD9631  Z           -   3,957,450.195 (meters)                     COMP
 AD9631  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AD9631  ELLIP HEIGHT-         133.71  (meters)          (04/07/00) GPS OBS
 AD9631  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 AD9631
 AD9631  HORZ ORDER  -  FIRST
 AD9631  ELLP ORDER  -  THIRD     CLASS I
 AD9631
 AD9631.This mark is at Jefferson City Mem Airport (JEF)
 AD9631
 AD9631.The horizontal coordinates were established by GPS observations
 AD9631.and adjusted by the National Geodetic Survey in April 2000..
 AD9631
 AD9631.The orthometric height was determined by GPS observations and a
 AD9631.high-resolution geoid model.
 AD9631
 AD9631.GPS derived orthometric heights for airport stations designated as
 AD9631.PACS or SACS are published to 2 decimal places.  This maintains
 AD9631.centimeter relative accuracy between the PACS and SACS.  It does
 AD9631.not indicate centimeter accuracy relative to other marks which are
 AD9631.part of the NAVD 88 network.
 AD9631
 AD9631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9631
 AD9631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9631
 AD9631.The ellipsoidal height was determined by GPS observations
 AD9631.and is referenced to NAD 83.
 AD9631
 AD9631.The geoid height was determined by GEOID03.
 AD9631
 AD9631;                    North         East     Units Scale Factor Converg.
 AD9631;SPC MO C     -   306,642.539   529,304.177   MT  0.99994390   +0 12 35.5
 AD9631;UTM  15      - 4,272,281.267   572,835.937   MT  0.99966533   +0 31 18.4
 AD9631
 AD9631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9631!SPC MO C     -   0.99997902  x   0.99994390  =   0.99992292
 AD9631!UTM  15      -   0.99997902  x   0.99966533  =   0.99964436
 AD9631
 AD9631:                Primary Azimuth Mark                     Grid Az
 AD9631:SPC MO C     -  JEF ARP                                  150 15 34.0
 AD9631:UTM  15      -  JEF ARP                                  149 56 51.1
 AD9631
 AD9631|---------------------------------------------------------------------|
 AD9631| PID    Reference Object                     Distance      Geod. Az  |
 AD9631|                                                           dddmmss.s |
 AD9631| AD9628 JEF ARP                             459.581 METERS 1502809.5 |
 AD9631|---------------------------------------------------------------------|
 AD9631
 AD9631                          SUPERSEDED SURVEY CONTROL
 AD9631
 AD9631.No superseded survey control is available for this station.
 AD9631
 AD9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7283672281(NAD 83)
 AD9631_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9631_STAMPING: AP 1963 STA B2
 AD9631_MARK LOGO: CGS   
 AD9631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9631+STABILITY: SURFACE MOTION
 AD9631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9631+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000
 AD9631
 AD9631  HISTORY     - Date     Condition        Report By
 AD9631  HISTORY     - 1963     MONUMENTED       CGS
 AD9631  HISTORY     - 19910606 GOOD             NGS
 AD9631  HISTORY     - 19990722 GOOD             NGS
 AD9631  HISTORY     - 20001009 GOOD             NGS
 AD9631
 AD9631                          STATION DESCRIPTION
 AD9631
 AD9631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AD9631'THE STATION IS LOCATED AT THE APPROACH END OF RUNWAY 12.  IT IS 79.5
 AD9631'FT (24.2 M) NORTHEAST OF THE NORTH CORNER OF RUNWAY 12 AND 0.5 FT
 AD9631'(15.2 CM) SOUTHEAST OF A LINE PASSING THRU THE END OF RUNWAY 12
 AD9631'PERPENDICULAR TO THE CENTERLINE.  STATION IS 80.0 FT (24.4 M)
 AD9631'NORTHEAST OF AP 1954 STA B.  IT IS A STANDARD TOPO DISK SET IN THE TOP
 AD9631'OF A CONCRETE MONUMENT THAT IS 15 INCHES SQUARE, FLUSH WITH THE GROUND
 AD9631'AND STAMPED AP 1963 STA B2.
 AD9631
 AD9631                          STATION RECOVERY (1999)
 AD9631
 AD9631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AD9631'THE STATION IS LOCATED NEAR THE NORTHEAST SIDE OF JEFFERSON CITY AT
 AD9631'THE JEFFERSON CITY MEMORIAL AIRPORT, IN THE NORTHWESTERN PART OF THE
 AD9631'AIRFIELD, ALONG THE NORTHEAST SIDE OF RUNWAY END 12 AND IN LINE WITH
 AD9631'THE RUNWAY END.  OWNERSHIP--JEFFERSON CITY MEMORIAL AIRPORT, 500
 AD9631'AIRPORT ROAD, JEFFERSON CITY, 65101.  AIRPORT MANAGER IS RON CRAFT.
 AD9631'573-634-6469.  MAINTENANCE SUPERVISOR IS BOB SURFACE.  PHONE
 AD9631'573-634-6472.  CONTACT ONE OF THEM FOR PERMISSION TO OCCUPY THIS
 AD9631'STATION AND ACCESS TO THE AIRFIELD.  TO REACH FROM THE OVERPASS AT THE
 AD9631'JUNCTION OF U.S.  HIGHWAYS 63 AND 54, STATE HIGHWAY W AND AIRPORT ROAD
 AD9631'ABOUT 0.8 KM (0.50 MI) EAST OF THE MISSOURI RIVER, GO EAST ON AIRPORT
 AD9631'ROAD FOR 0.48 KM (0.30 MI) TO THE TERMINAL AND A PAVED ROAD RIGHT
 AD9631'LEADING BETWEEN TWO HANGARS.  TURN RIGHT, SOUTH, ACROSS THE PARKING
 AD9631'LOT AND BETWEEN THE HANGARS FOR 0.08 KM (0.05 MI) TO A TAXI. TURN
 AD9631'LEFT, EAST, ALONG THE TAXI FOR 0.08 KM (0.05 MI) TO THE APRON. TURN
 AD9631'LEFT, NORTH, ACROSS THE APRON AND ALONG TAXI A FOR 0.35 KM (0.20 MI)
 AD9631'TO RUNWAY END 12 AND THE STATION AHEAD.  THE STATION IS SET IN THE TOP
 AD9631'OF A 25 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND. IT IS 24.2 M
 AD9631'(79.4 FT) NORTHEAST OF THE NORTH CORNER OF THE RUNWAY END, 21.5 M
 AD9631'(70.5 FT) NORTHEAST OF THE NORTHEAST 1 OF 4 THRESHOLD LIGHTS, AND 3.6
 AD9631'M (11.8 FT) SOUTH OF A REIL.  NOTE--THIS IS A SECONDARY AIRPORT
 AD9631'CONTROL STATION (SACS) .
 AD9631
 AD9631                          STATION RECOVERY (2000)
 AD9631
 AD9631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AD9631'RECOVERED AS DESCRIBED.
 AD9631'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9628 ***********************************************************************
 AD9628  PACS        -  This is a Primary Airport Control Station.
 AD9628  DESIGNATION -  JEF ARP
 AD9628  PID         -  AD9628
 AD9628  STATE/COUNTY-  MO/CALLAWAY
 AD9628  USGS QUAD   -  JEFFERSON CITY (1981)
 AD9628
 AD9628                         *CURRENT SURVEY CONTROL
 AD9628  ___________________________________________________________________
 AD9628* NAD 83(1997)-  38 35 32.75467(N)    092 09 39.59989(W)     ADJUSTED  
 AD9628* NAVD 88     -       165.59   (meters)     543.3    (feet)  GPS OBS   
 AD9628  ___________________________________________________________________
 AD9628  X           -    -188,228.146 (meters)                     COMP
 AD9628  Y           -  -4,988,229.578 (meters)                     COMP
 AD9628  Z           -   3,957,137.361 (meters)                     COMP
 AD9628  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AD9628  ELLIP HEIGHT-         133.25  (meters)          (04/07/00) GPS OBS
 AD9628  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 AD9628
 AD9628  HORZ ORDER  -  B
 AD9628  ELLP ORDER  -  FIRST     CLASS I
 AD9628
 AD9628.This mark is at Jefferson City Mem Airport (JEF)
 AD9628
 AD9628.The horizontal coordinates were established by GPS observations
 AD9628.and adjusted by the National Geodetic Survey in April 2000..
 AD9628
 AD9628.The orthometric height was determined by GPS observations and a
 AD9628.high-resolution geoid model.
 AD9628
 AD9628.GPS derived orthometric heights for airport stations designated as
 AD9628.PACS or SACS are published to 2 decimal places.  This maintains
 AD9628.centimeter relative accuracy between the PACS and SACS.  It does
 AD9628.not indicate centimeter accuracy relative to other marks which are
 AD9628.part of the NAVD 88 network.
 AD9628
 AD9628.Photographs are available for this station.
 AD9628
 AD9628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9628
 AD9628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9628
 AD9628.The ellipsoidal height was determined by GPS observations
 AD9628.and is referenced to NAD 83.
 AD9628
 AD9628.The geoid height was determined by GEOID03.
 AD9628
 AD9628;                    North         East     Units Scale Factor Converg.
 AD9628;SPC MO C     -   306,243.516   529,532.150   MT  0.99994407   +0 12 41.3
 AD9628;UTM  15      - 4,271,883.602   573,066.014   MT  0.99966574   +0 31 24.1
 AD9628
 AD9628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9628!SPC MO C     -   0.99997909  x   0.99994407  =   0.99992316
 AD9628!UTM  15      -   0.99997909  x   0.99966574  =   0.99964484
 AD9628
 AD9628:                Primary Azimuth Mark                     Grid Az
 AD9628:SPC MO C     -  JEF AP STA B2                            330 15 34.1
 AD9628:UTM  15      -  JEF AP STA B2                            329 56 51.3
 AD9628
 AD9628|---------------------------------------------------------------------|
 AD9628| PID    Reference Object                     Distance      Geod. Az  |
 AD9628|                                                           dddmmss.s |
 AD9628| AD9631 JEF AP STA B2                       459.581 METERS 3302815.4 |
 AD9628|---------------------------------------------------------------------|
 AD9628
 AD9628                          SUPERSEDED SURVEY CONTROL
 AD9628
 AD9628.No superseded survey control is available for this station.
 AD9628
 AD9628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7306671884(NAD 83)
 AD9628_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD9628_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD9628_SP_SET: CONCRETE AND STEEL DRAIN
 AD9628_STAMPING: ARP 1954
 AD9628_MARK LOGO: CGS   
 AD9628_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9628+STABILITY: SURFACE MOTION
 AD9628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9628+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000
 AD9628
 AD9628  HISTORY     - Date     Condition        Report By
 AD9628  HISTORY     - 1954     MONUMENTED       CGS
 AD9628  HISTORY     - 19910606 GOOD             NGS
 AD9628  HISTORY     - 19990722 GOOD             NGS
 AD9628  HISTORY     - 20001009 GOOD             NGS
 AD9628
 AD9628                          STATION DESCRIPTION
 AD9628
 AD9628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AD9628'STATION ARP 1954 IS LOCATED NEAR THE SITE OF THE OLD VOR.  IT IS 89.4
 AD9628'FT (27.2 M) WEST OF THE CENTER OF A GRAVEL CIRCLE WHERE THE VOR USED
 AD9628'TO SIT.  IT IS SET IN THE SOUTHWEST CORNER OF A 4 FOOT (1.2 M) X 4
 AD9628'FOOT (1.2 M) CONCRETE AND STEEL DRAIN.  IT IS A STANDARD USCGS TOPO
 AD9628'DISK STAMPED ARP 1954 SET FLUSH WITH THE CONCRETE.
 AD9628
 AD9628                          STATION RECOVERY (1999)
 AD9628
 AD9628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AD9628'THE STATION IS LOCATED NEAR THE NORTHEAST SIDE OF JEFFERSON CITY AT
 AD9628'THE JEFFERSON CITY MEMORIAL AIRPORT, NEAR MIDFIELD, ADJACENT TO THE
 AD9628'OLD VOR SITE WHICH IS NOW JUST A LOW CIRCULAR RISE IN THE MIDDLE OF A
 AD9628'FIELD.  OWNERSHIP--JEFFERSON CITY MEMORIAL AIRPORT, 500 AIRPORT ROAD,
 AD9628'JEFFERSON CITY, 65101.  AIRPORT MANAGER IS RON CRAFT.  573-634-6469.
 AD9628'MAINTENANCE SUPERVISOR IS BOB SURFACE.  PHONE 573-634-6472.  CONTACT
 AD9628'ONE OF THEM FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS TO THE
 AD9628'AIRFIELD.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF U.S. HIGHWAYS
 AD9628'63 AND 54, STATE HIGHWAY W AND AIRPORT ROAD ABOUT 0.8 KM (0.50 MI)
 AD9628'EAST OF THE MISSOURI RIVER, GO EAST ON AIRPORT ROAD FOR 0.48 KM (0.30
 AD9628'MI) TO THE TERMINAL AND A PAVED ROAD RIGHT LEADING BETWEEN TWO
 AD9628'HANGARS.  TURN RIGHT, SOUTH, ACROSS THE PARKING LOT AND BETWEEN THE
 AD9628'HANGARS FOR 0.08 KM (0.05 MI) TO A TAXI.  TURN LEFT, EAST, ALONG THE
 AD9628'TAXI FOR 0.08 KM (0.05 MI) TO THE APRON.  TURN LEFT, NORTH, ACROSS THE
 AD9628'APRON AND ALONG TAXI A FOR 0.35 KM (0.20 MI) TO RUNWAY END 12.  TURN
 AD9628'RIGHT, SOUTHEAST, ALONG THE RUNWAY FOR 0.40 KM (0.25 MI) TO THE
 AD9628'BEGINNING OF THE OLD VOR ROAD ON THE RIGHT.  TURN RIGHT SOUTHWEST, ON
 AD9628'THE ROAD AND ACROSS A FIELD FOR 0.1 KM (0.05 MI) TO A LOW RISE AND THE
 AD9628'STATION ON THE RIGHT.  THE STATION IS SET NEAR THE SOUTHWEST CORNER OF
 AD9628'A 1.2 M (3.9 FT) SQUARE DRAIN RECESSED 5 CM BELOW THE GROUND.  IT IS
 AD9628'156.2 M (512.5 FT) SOUTHEAST OF A WINDSOCK, 129.3 M (424.2 FT)
 AD9628'SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 12-30, 123.9 M (406.5 FT)
 AD9628'NORTH OF THE NORTH EDGE OF RUNWAY 9-27, 139.6 M (458.0 FT) EAST OF THE
 AD9628'SOUTH LIGHT POLE AT THE APRON, AND 137.7 M (451.8 FT) EAST-SOUTHEAST
 AD9628'OF THE NORTH LIGHT POLE AT THE APRON. NOTE--THIS IS THE PRIMARY
 AD9628'AIRPORT CONTROL STATION (PACS) .
 AD9628
 AD9628                          STATION RECOVERY (2000)
 AD9628
 AD9628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AD9628'RECOVERED AS DESCRIBED.
 AD9628' 
 AD9628' 
 AD9628'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI4754 ***********************************************************************
 AI4754  SACS        -  This is a Secondary Airport Control Station.
 AI4754  DESIGNATION -  JEF C
 AI4754  PID         -  AI4754
 AI4754  STATE/COUNTY-  MO/CALLAWAY
 AI4754  USGS QUAD   -  JEFFERSON CITY (1981)
 AI4754
 AI4754                         *CURRENT SURVEY CONTROL
 AI4754  ___________________________________________________________________
 AI4754* NAD 83(1997)-  38 35 25.71988(N)    092 09 08.55569(W)     ADJUSTED  
 AI4754* NAVD 88     -       166.26   (meters)     545.5    (feet)  GPS OBS   
 AI4754  ___________________________________________________________________
 AI4754  X           -    -187,482.484 (meters)                     COMP
 AI4754  Y           -  -4,988,393.605 (meters)                     COMP
 AI4754  Z           -   3,956,968.239 (meters)                     COMP
 AI4754  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AI4754  ELLIP HEIGHT-         133.94  (meters)          (04/07/00) GPS OBS
 AI4754  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 AI4754
 AI4754  HORZ ORDER  -  FIRST
 AI4754  ELLP ORDER  -  THIRD     CLASS I
 AI4754
 AI4754.This mark is at Jefferson City Mem Airport (JEF)
 AI4754
 AI4754.The horizontal coordinates were established by GPS observations
 AI4754.and adjusted by the National Geodetic Survey in April 2000..
 AI4754
 AI4754.The orthometric height was determined by GPS observations and a
 AI4754.high-resolution geoid model.
 AI4754
 AI4754.GPS derived orthometric heights for airport stations designated as
 AI4754.PACS or SACS are published to 2 decimal places.  This maintains
 AI4754.centimeter relative accuracy between the PACS and SACS.  It does
 AI4754.not indicate centimeter accuracy relative to other marks which are
 AI4754.part of the NAVD 88 network.
 AI4754
 AI4754.Photographs are available for this station.
 AI4754
 AI4754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4754
 AI4754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4754
 AI4754.The ellipsoidal height was determined by GPS observations
 AI4754.and is referenced to NAD 83.
 AI4754
 AI4754.The geoid height was determined by GEOID03.
 AI4754
 AI4754;                    North         East     Units Scale Factor Converg.
 AI4754;SPC MO C     -   306,029.417   530,284.204   MT  0.99994462   +0 13 00.6
 AI4754;UTM  15      - 4,271,673.658   573,819.013   MT  0.99966710   +0 31 43.4
 AI4754
 AI4754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4754!SPC MO C     -   0.99997898  x   0.99994462  =   0.99992361
 AI4754!UTM  15      -   0.99997898  x   0.99966710  =   0.99964609
 AI4754
 AI4754                          SUPERSEDED SURVEY CONTROL
 AI4754
 AI4754.No superseded survey control is available for this station.
 AI4754
 AI4754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7381971674(NAD 83)
 AI4754_MARKER: DH = HORIZONTAL CONTROL DISK
 AI4754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4754_STAMPING: JEF C 1999
 AI4754_MARK LOGO: NGS   
 AI4754_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4754+STABILITY: SURFACE MOTION
 AI4754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4754+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000
 AI4754
 AI4754  HISTORY     - Date     Condition        Report By
 AI4754  HISTORY     - 1999     MONUMENTED       NGS
 AI4754  HISTORY     - 20001009 GOOD             NGS
 AI4754
 AI4754                          STATION DESCRIPTION
 AI4754
 AI4754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI4754'THE STATION IS LOCATED NEAR THE NORTHEAST SIDE OF JEFFERSON CITY AT
 AI4754'THE JEFFERSON CITY MEMORIAL AIRPORT, IN THE EASTERN PART OF THE
 AI4754'AIRFIELD, IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF RUNWAY END 27
 AI4754'AND RUNWAY 12-30.  OWNERSHIP--JEFFERSON CITY MEMORIAL AIRPORT, 500
 AI4754'AIRPORT ROAD, JEFFERSON CITY, 65101.  AIRPORT MANAGER IS RON CRAFT.
 AI4754'573-634-6469.  MAINTENANCE SUPERVISOR IS BOB SURFACE.  PHONE
 AI4754'573-634-6472.  CONTACT ONE OF THEM FOR PERMISSION TO OCCUPY THIS
 AI4754'STATION AND ACCESS TO THE AIRFIELD.  TO REACH FROM THE OVERPASS AT THE
 AI4754'JUNCTION OF U.S.  HIGHWAYS 63 AND 54, STATE HIGHWAY W AND AIRPORT ROAD
 AI4754'ABOUT 0.8 KM (0.50 MI) EAST OF THE MISSOURI RIVER, GO EAST ON AIRPORT
 AI4754'ROAD FOR 0.48 KM (0.30 MI) TO THE TERMINAL AND A PAVED ROAD RIGHT
 AI4754'LEADING BETWEEN TWO HANGARS.  TURN RIGHT, SOUTH, ACROSS THE PARKING
 AI4754'LOT AND BETWEEN THE HANGARS FOR 0.08 KM (0.05 MI) TO A TAXI. TURN
 AI4754'LEFT, EAST, ALONG THE TAXI FOR 0.08 KM (0.05 MI) TO THE APRON. TURN
 AI4754'LEFT, NORTH, ACROSS THE APRON AND ALONG TAXI A FOR 0.35 KM (0.20 MI)
 AI4754'TO RUNWAY END 12.  TURN RIGHT, SOUTHEAST, ALONG THE RUNWAY FOR 1.04 KM
 AI4754'(0.65 MI) TO THE STATION ON THE LEFT JUST AFTER CROSSING RUNWAY 9-27.
 AI4754'THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST RECESSED
 AI4754'3 CM BELOW THE GROUND.  IT IS 64.7 M (212.3 FT) 32.5 M (106.6 FT)
 AI4754'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF RUNWAY END 27, 31.2 M
 AI4754'(102.4 FT) SOUTH-SOUTHWEST OF THE SOUTH 1 OF 4 THRESHOLD LIGHTS, 30.2
 AI4754'M (99.1 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 9-27, 98.3 M (322.5 FT)
 AI4754'NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 12-30, AND 16.0 M (52.5 FT)
 AI4754'SOUTHWEST OF THE CENTER OF A REIL.  NOTE--THIS IS A SECONDARY AIRPORT
 AI4754'CONTROL STATION (SACS) .
 AI4754
 AI4754                          STATION RECOVERY (2000)
 AI4754
 AI4754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI4754'RECOVERED AS DESCRIBED.
 AI4754' 
 AI4754'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0122 ***********************************************************************
 JD0122  DESIGNATION -  JEFF 2
 JD0122  PID         -  JD0122
 JD0122  STATE/COUNTY-  MO/CALLAWAY
 JD0122  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0122
 JD0122                         *CURRENT SURVEY CONTROL
 JD0122  ___________________________________________________________________
 JD0122* NAD 83(1997)-  38 35 36.51748(N)    092 09 53.88732(W)     ADJUSTED  
 JD0122* NAVD 88     -       166.69   (meters)     546.9    (feet)  RESET     
 JD0122  ___________________________________________________________________
 JD0122  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 JD0122  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JD0122
 JD0122  HORZ ORDER  -  THIRD
 JD0122  VERT ORDER  -  THIRD
 JD0122
 JD0122.This mark is at Jefferson City Mem Airport (JEF)
 JD0122
 JD0122.The horizontal coordinates were established by classical geodetic methods
 JD0122.and adjusted by the National Geodetic Survey in February 2000..
 JD0122.No horizontal observational check was made to the station.
 JD0122
 JD0122.The orthometric height was computed from unverified reset data.
 JD0122
 JD0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0122
 JD0122.The geoid height was determined by GEOID03.
 JD0122
 JD0122;                    North         East     Units Scale Factor Converg.
 JD0122;SPC MO C     -   306,358.269   529,185.988   MT  0.99994382   +0 12 32.4
 JD0122;UTM  15      - 4,271,996.436   572,719.330   MT  0.99966512   +0 31 15.3
 JD0122
 JD0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0122!SPC MO C     -   0.99997892  x   0.99994382  =   0.99992274
 JD0122!UTM  15      -   0.99997892  x   0.99966512  =   0.99964404
 JD0122
 JD0122:                Primary Azimuth Mark                     Grid Az
 JD0122:SPC MO C     -  JEFFERSON CITY APT STA B3                022 34 49.0
 JD0122:UTM  15      -  JEFFERSON CITY APT STA B3                022 16 06.1
 JD0122
 JD0122|---------------------------------------------------------------------|
 JD0122| PID    Reference Object                     Distance      Geod. Az  |
 JD0122|                                                           dddmmss.s |
 JD0122| CN5545 JEFFERSON CITY APT STA B3                          0224721.4 |
 JD0122| JD0123 JEFF 2 RM 3                          14.156 METERS 04310     |
 JD0122| JD0124 JEFF 2 RM 4                          15.039 METERS 16404     |
 JD0122| JD2487 JEFFERSON CITY MO CAPITOL DOME      APPROX. 1.7 KM 2034052.5 |
 JD0122| JD2486 JEFFERSON CITY MO POWER S STK       APPROX. 1.6 KM 2140556.2 |
 JD0122| JD2483 JEFFERSON CITY MO POWER N STK       APPROX. 1.6 KM 2143305.0 |
 JD0122| JD0121 JEFF                                 16.893 METERS 23644     |
 JD0122|---------------------------------------------------------------------|
 JD0122
 JD0122                          SUPERSEDED SURVEY CONTROL
 JD0122
 JD0122  NAD 83(1986)-  38 35 36.52789(N)    092 09 53.89372(W) AD(       ) 3
 JD0122  NAD 27      -  38 35 36.41152(N)    092 09 53.23395(W) AD(       ) 3
 JD0122
 JD0122.Superseded values are not recommended for survey control.
 JD0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0122.See file dsdata.txt to determine how the superseded data were derived.
 JD0122
 JD0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7271971996(NAD 83)
 JD0122_MARKER: DS = TRIANGULATION STATION DISK
 JD0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0122_STAMPING: JEFF 2 1966
 JD0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0122+STABILITY: SURFACE MOTION
 JD0122
 JD0122  HISTORY     - Date     Condition        Report By
 JD0122  HISTORY     - 1966     MONUMENTED       CGS
 JD0122  HISTORY     - 1966     GOOD             CGS
 JD0122  HISTORY     - 1973     GOOD             NGS
 JD0122  HISTORY     - 1978     GOOD             NGS
 JD0122  HISTORY     - 1981     GOOD             NGS
 JD0122
 JD0122                          STATION DESCRIPTION
 JD0122
 JD0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JD0122'STATION IS LOCATED ABOUT 1 MILE NORTH-NORTHEAST OF THE STATE
 JD0122'CAPITAL BUILDING IN JEFFERSON CITY, 3/4 MILES SOUTHEAST OF CEDAR
 JD0122'CITY, 0.4 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 54 AND 63,
 JD0122'AT THE WEST SIDE OF THE NEW JEFFERSON CITY, MEMORIAL AIRPORT
 JD0122'TERMINAL, AND IN THE NORTHEAST QUARTER OF SECTION 16, T. 44
 JD0122'N., R. 11 W.
 JD0122'
 JD0122'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 JD0122'54 AND 63 WHICH IS NORTH OF THE HIGHWAY BRIDGE OVER THE
 JD0122'MISSOURI RIVER AT JEFFERSON CITY, GO NORTHERLY ON U.S. HIGHWAY
 JD0122'54 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 JD0122'AND GO EASTERLY ON THE AIRPORT ROAD FOR 0.5 MILE TO THE
 JD0122'JEFFERSON CITY, MEMORIAL AIRPORT TERMINAL BUILDING AND THE
 JD0122'STATION.
 JD0122'
 JD0122'STATION MARKS ARE STANDARD DISKS STAMPED JEFF 2 1966.  THE
 JD0122'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 JD0122'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 25 FEET SOUTH OF
 JD0122'A METAL LIGHT POLE, 23.5 FEET NORTH OF ANOTHER METAL LIGHT
 JD0122'POLE, 22.4 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE NEW
 JD0122'AIRPORT TERMINAL BUILDING, AND 0.9 FEET EAST OF THE EAST
 JD0122'EDGE OF THE SIDEWALK IN FRONT OF THE TERMINAL BUILDING.
 JD0122'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 JD0122'3.2 FEET BELOW THE SURFACE OF THE GROUND.
 JD0122'
 JD0122'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JEFF 2 NO 3
 JD0122'1966, IS CEMENTED IN A DRILL HOLE IN A CURB AT THE NORTH
 JD0122'SIDE OF THE NEW BUILDING.  IT IS 23.9 FEET NORTH OF THE NORTH
 JD0122'END OF THE AIRPORT TERMINAL, 2 INCHES SOUTH OF THE NORTH EDGE
 JD0122'OF THE CURB, AND IN LINE WITH THE WEST SIDE OF THE NORTH
 JD0122'ENTRANCE TO THE BUILDING.
 JD0122'
 JD0122'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED JEFF 2 NO 4 1966, IS
 JD0122'CEMENTED IN A DRILL HOLE AT THE WEST ENTRANCE TO THE NEW
 JD0122'BUILDING.  IT IS 12.5 FEET NORTHWEST OF THE CENTER OF THE
 JD0122'WEST ENTRANCE, 0.8 FEET WEST OF THE BUILDING, AND 0.4 FEET
 JD0122'SOUTH OF THE NORTH EDGE OF THE SIDEWALK THE MARK IS SET IN.
 JD0122'
 JD0122'THE AZIMUTH MARK IS A COAST AND GEODETIC SURVEY TOPO DISK
 JD0122'STAMPED AP STA. B3 1963, SET IN THE TOP OF A SQUARE CONCRETE
 JD0122'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 JD0122'IS 83.5 FEET NORTHEAST OF THE EXTREME NORTH CORNER OF THE
 JD0122'MAIN NORTHWEST-SOUTHEAST RUNWAY, AND 33.5 FEET NORTHEAST
 JD0122'OF A RUNWAY LIGHT.
 JD0122'
 JD0122'TO REACH THE AZIMUTH MARK FROM THE EAST SIDE OF THE NEW
 JD0122'TERMINAL BUILDING, GO NORTH-NORTHEAST ALONG THE TAXI STRIP FOR
 JD0122'0.25 MILE TO THE NORTH CORNER OF THE RUNWAY AND THE MARK
 JD0122'AS DESCRIBED.
 JD0122
 JD0122                          STATION RECOVERY (1966)
 JD0122
 JD0122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JD0122'1 MI NNE FROM JEFFERSON CITY.
 JD0122'AT THE JEFFERSON CITY, MEMORIAL AIRPORT, 0.4 MILE SOUTHEAST OF
 JD0122'JUNCTION OF U.S. HIGHWAYS 54 AND 63, 25 FEET SOUTH OF A METAL
 JD0122'LIGHT POLE, 23.5 FEET NORTH OF ANOTHER METAL LIGHT POLE, 22.4
 JD0122'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE NEW AIRPORT
 JD0122'TERMINAL BUILDING, AND 0.9 FEET EAST OF THE EAST EDGE OF THE
 JD0122'SIDEWALK IN FRONT ON THE NEW TERMINAL BUILDING.  A STANDARD
 JD0122'TRIANGULATION-STATION DISK SET IN THE TOP OF A ROUND CONCRETE
 JD0122'POST WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 JD0122
 JD0122                          STATION RECOVERY (1973)
 JD0122
 JD0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLW)
 JD0122'MARK WAS RECOVERED AS DESCRIBED.
 JD0122'
 JD0122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD0122'1 MILE NORTH-NORTHEAST OF JEFFERSON CITY.
 JD0122
 JD0122                          STATION RECOVERY (1978)
 JD0122
 JD0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 JD0122'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED AS DESCRIBED.
 JD0122'
 JD0122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD0122'AT JEFFERSON CITY MEMORIAL AIRPORT.
 JD0122
 JD0122                          STATION RECOVERY (1981)
 JD0122
 JD0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GFS)
 JD0122'STATION AND RMS RECOVERED AS DESCRIBED.  THE AZIMUTH MARK WAS
 JD0122'RECOVERED AS DESCRIBED EXCEPT THE CORRECT NAME IS AP STA B2 1963.
 JD0122'
 JD0122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE
 JD0122'SOUTHEAST OF CEDER CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0123 ***********************************************************************
 JD0123  DESIGNATION -  JEFF 2 RM 3
 JD0123  PID         -  JD0123
 JD0123  STATE/COUNTY-  MO/CALLAWAY
 JD0123  USGS QUAD   -  JEFFERSON CITY (1981)
 JD0123
 JD0123                         *CURRENT SURVEY CONTROL
 JD0123  ___________________________________________________________________
 JD0123* NAD 83(1986)-  38 35 36.     (N)    092 09 54.     (W)     SCALED    
 JD0123* NAVD 88     -       166.79   (meters)     547.2    (feet)  RESET     
 JD0123  ___________________________________________________________________
 JD0123  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JD0123
 JD0123  VERT ORDER  -  THIRD
 JD0123
 JD0123.This mark is at Jefferson City Mem Airport (JEF)
 JD0123
 JD0123.The horizontal coordinates were scaled from a topographic map and have
 JD0123.an estimated accuracy of +/- 6 seconds.
 JD0123
 JD0123.The orthometric height was computed from unverified reset data.
 JD0123
 JD0123.The geoid height was determined by GEOID03.
 JD0123
 JD0123;                    North         East    Units  Estimated Accuracy
 JD0123;SPC MO C     -   306,340.      529,180.      MT  (+/- 180 meters Scaled)
 JD0123
 JD0123                          SUPERSEDED SURVEY CONTROL
 JD0123
 JD0123.No superseded survey control is available for this station.
 JD0123
 JD0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC727719(NAD 83)
 JD0123_MARKER: DR = REFERENCE MARK DISK
 JD0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0123_SP_SET: CURB
 JD0123_STAMPING: JEFF 2 NO 3 1966
 JD0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0123
 JD0123  HISTORY     - Date     Condition        Report By
 JD0123  HISTORY     - 1966     MONUMENTED       CGS
 JD0123
 JD0123                          STATION DESCRIPTION
 JD0123
 JD0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JD0123'1 MI NNE FROM JEFFERSON CITY.
 JD0123'AT THE JEFFERSON CITY, MEMORIAL AIRPORT, 0.4 MILE SOUTHEAST OF
 JD0123'THE JUNCTION OF U.S. HIGHWAYS 54 AND 63, 23.9 FEET NORTH OF THE
 JD0123'NORTH END OF THE NEW AIRPORT TERMINAL BUILDING, 2 INCHES SOUTH OF
 JD0123'THE NORTH EDGE OF A CURB, AND IN LINE WITH THE WEST SIDE OF THE
 JD0123'NORTH ENTRANCE TO THE TERMINAL BUILDING.  A STANDARD
 JD0123'TRIANGULATION REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A
 JD0123'CURB AT THE NORTH SIDE OF THE NEW BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9085 ***********************************************************************
 AI9085  DESIGNATION -  JEFF RESET
 AI9085  PID         -  AI9085
 AI9085  STATE/COUNTY-  MO/OREGON
 AI9085  USGS QUAD   -  MYRTLE (1984)
 AI9085
 AI9085                         *CURRENT SURVEY CONTROL
 AI9085  ___________________________________________________________________
 AI9085* NAD 83(1997)-  36 30 10.04248(N)    091 20 15.60279(W)     ADJUSTED  
 AI9085* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 AI9085  ___________________________________________________________________
 AI9085  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AI9085  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AI9085
 AI9085  HORZ ORDER  -  THIRD
 AI9085
 AI9085.The horizontal coordinates were established by classical geodetic methods
 AI9085.and adjusted by the National Geodetic Survey in February 2000..
 AI9085
 AI9085.The orthometric height was scaled from a topographic map.
 AI9085
 AI9085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9085
 AI9085.The geoid height was determined by GEOID03.
 AI9085
 AI9085;                    North         East     Units Scale Factor Converg.
 AI9085;SPC MO E     -    74,605.658   174,959.358   MT  1.00000269   -0 29 54.0
 AI9085;SPC AR N     -   240,896.926   459,340.347   MT  1.00006438   +0 23 07.5
 AI9085;SPC AR N     -   790,342.66  1,507,019.12   sFT  1.00006438   +0 23 07.5
 AI9085;UTM  15      - 4,041,002.396   648,871.452   MT  0.99987306   +0 59 20.5
 AI9085
 AI9085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9085!SPC MO E     -   0.99996115  x   1.00000269  =   0.99996384
 AI9085!SPC AR N     -   0.99996115  x   1.00006438  =   1.00002552
 AI9085!UTM  15      -   0.99996115  x   0.99987306  =   0.99983421
 AI9085
 AI9085:                Primary Azimuth Mark                     Grid Az
 AI9085:SPC MO E     -  JENKINS                                  043 23 53.5
 AI9085:SPC AR N     -  JENKINS                                  042 30 52.0
 AI9085:UTM  15      -  JENKINS                                  041 54 39.0
 AI9085
 AI9085|---------------------------------------------------------------------|
 AI9085| PID    Reference Object                     Distance      Geod. Az  |
 AI9085|                                                           dddmmss.s |
 AI9085| GE0815 JENKINS                             APPROX. 6.5 KM 0425359.5 |
 AI9085| CI1777 JEFF AZ MK                                         0662840.1 |
 AI9085| AI9062 JEFF RM 2                            28.329 METERS 10227     |
 AI9085| CI1778 JEFF RM 1                            22.078 METERS 22540     |
 AI9085|---------------------------------------------------------------------|
 AI9085
 AI9085                          SUPERSEDED SURVEY CONTROL
 AI9085
 AI9085  NAD 83(1997)-  36 30 10.04326(N)    091 20 15.60332(W) AD(       ) 3
 AI9085  NAD 83(1986)-  36 30 10.05018(N)    091 20 15.60175(W) AD(       ) 3
 AI9085
 AI9085.Superseded values are not recommended for survey control.
 AI9085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9085.See file dsdata.txt to determine how the superseded data were derived.
 AI9085
 AI9085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4887141002(NAD 83)
 AI9085_MARKER: DS = TRIANGULATION STATION DISK
 AI9085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9085_STAMPING: JEFF 1955 1981
 AI9085_MARK LOGO: NGS   
 AI9085_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI9085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9085+STABILITY: SURFACE MOTION
 AI9085
 AI9085  HISTORY     - Date     Condition        Report By
 AI9085  HISTORY     - 1955     MONUMENTED       CGS
 AI9085  HISTORY     - 19810708 GOOD             NGS
 AI9085
 AI9085                          STATION DESCRIPTION
 AI9085
 AI9085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AI9085'UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 AI9085'CONDITION.  THE SURFACE MARK WAS FOUND BROKEN OFF, REFERENCE MARK 1
 AI9085'WAS NOT FOUND AND THE AZIMUTH MARK WAS FOUND DESTROYED.  A NEW SURFACE
 AI9085'STATION MARK AND REFERENCE MARK 3 WERE ESTABLISHED.  THERE WAS NO
 AI9085'SUITABLE LOCATION FOR A NEW AZIMUTH MARK DUE TO TREES AND BRUSH.  THE
 AI9085'DISTANCE TO REFERENCE MARK 2 AGREED FAVORABLY WITH 1955 DATA.  THE
 AI9085'1955 ROUTING TO THE STATION IS ADEQUATE.  THE STATION IS A STANDARD
 AI9085'NGS DISK STAMPED JEFF 1955 1981, SET INTO THE TOP OF A ROUND CONCRETE
 AI9085'MONUMENT 12 INCHES OR 30 CM IN DIAMETER FLUSH WITH GROUND LOCATED 43.5
 AI9085'FT (13.3 M) NW FROM THE CENTERLINE OF STATE ROAD V, 31 FT (9.4 M) S
 AI9085'FROM THE CENTERLINE OF THE GRAVELED ROAD, 17.8 FT (5.4 M) W FROM A
 AI9085'TELEPHONE CABLE JUNCTION BOX, AND 1.9 FT (0.6 M) E FROM A WITNESS
 AI9085'POST.  THE UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED JEFF 1955
 AI9085'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FT (0.9 M) BELOW THE SURFACE.
 AI9085'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED JEFF NO 2 1955, SET
 AI9085'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 AI9085'DIAMETER PROJECTING 2 INCHES OR 4 CM ABOVE THE GROUND LOCATED 29.0 FT
 AI9085'(8.8 M) SE FROM THE CENTERLINE OF STATE ROAD V.  REFERENCE MARK NO 3
 AI9085'IS A STANDARD NGS DISK STAMPED JEFF 1955 NO 3 1981, SET INTO THE TOP
 AI9085'OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER PROJECTING
 AI9085'3 INCHES OR 6 CM ABOVE THE GROUND LOCATED 71.0 FT (21.6 M) NW FROM THE
 AI9085'CENTERLINE OF ROAD V, 27.0 FT (8.2 M) N FROM THE CENTERLINE OF THE
 AI9085'GRAVELED ROAD, 26.0 FT (7.9 M) W FROM THE CENTERLINE OF A TRACK ROAD
 AI9085'LEADING NORTH AND 1.0 FT (0.3 M) S FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7155 ***********************************************************************
 AC7155  DESIGNATION -  JEFF RM 1
 AC7155  PID         -  AC7155
 AC7155  STATE/COUNTY-  MO/GREENE
 AC7155  USGS QUAD   -  SPRINGFIELD (1975)
 AC7155
 AC7155                         *CURRENT SURVEY CONTROL
 AC7155  ___________________________________________________________________
 AC7155* NAD 83(1997)-  37 10 53.33008(N)    093 15 42.24771(W)     ADJUSTED  
 AC7155* NAVD 88     -       408.4    (meters)    1340.     (feet)  GPS OBS   
 AC7155  ___________________________________________________________________
 AC7155  X           -    -289,501.835 (meters)                     COMP
 AC7155  Y           -  -5,079,906.363 (meters)                     COMP
 AC7155  Z           -   3,833,688.177 (meters)                     COMP
 AC7155  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 AC7155  ELLIP HEIGHT-         379.33  (meters)          (02/17/00) GPS OBS
 AC7155  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AC7155
 AC7155  HORZ ORDER  -  FIRST
 AC7155  ELLP ORDER  -  FOURTH    CLASS I
 AC7155
 AC7155.The horizontal coordinates were established by GPS observations
 AC7155.and adjusted by the National Geodetic Survey in February 2000..
 AC7155
 AC7155.The orthometric height was determined by GPS observations and a
 AC7155.high-resolution geoid model.
 AC7155
 AC7155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7155
 AC7155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7155
 AC7155.The ellipsoidal height was determined by GPS observations
 AC7155.and is referenced to NAD 83.
 AC7155
 AC7155.The geoid height was determined by GEOID03.
 AC7155
 AC7155;                    North         East     Units Scale Factor Converg.
 AC7155;SPC MO C     -   149,863.567   432,362.102   MT  0.99998967   -0 27 37.3
 AC7155;UTM  15      - 4,115,036.979   476,767.249   MT  0.99960665   -0 09 29.4
 AC7155
 AC7155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7155!SPC MO C     -   0.99994048  x   0.99998967  =   0.99993015
 AC7155!UTM  15      -   0.99994048  x   0.99960665  =   0.99954715
 AC7155
 AC7155                          SUPERSEDED SURVEY CONTROL
 AC7155
 AC7155  NAD 83(1997)-  37 10 53.33026(N)    093 15 42.24763(W) AD(       ) 1
 AC7155  NAD 83(1986)-  37 10 53.34299(N)    093 15 42.24804(W) AD(       ) 1
 AC7155
 AC7155.Superseded values are not recommended for survey control.
 AC7155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7155.See file dsdata.txt to determine how the superseded data were derived.
 AC7155
 AC7155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7676715037(NAD 83)
 AC7155_MARKER: DD = SURVEY DISK
 AC7155_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC7155_STAMPING: JEFF GR RM 1 1974
 AC7155_MARK LOGO: MODNR 
 AC7155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC7155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7155+SATELLITE: SATELLITE OBSERVATIONS - 1974
 AC7155
 AC7155  HISTORY     - Date     Condition        Report By
 AC7155  HISTORY     - 1974     MONUMENTED       MODNR
 AC7155
 AC7155                          STATION DESCRIPTION
 AC7155
 AC7155'DESCRIBED BY MO DEPT OF NAT RES 1974
 AC7155'THE STATION IS LOCATED IN THE SOUTHEAST PART OF SPRINGFIELD JUST EAST
 AC7155'OF THE INTERSECTION OF SOUTH GLENSTONE AVENUE AND EAST SUNSHINE STREET
 AC7155'IN THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 29 NORTH, RANGE 21
 AC7155'WEST.  THE STATION IS 7.8 FT (2.4 M) SOUTH OF THE BACK OF THE CURB
 AC7155'ALONG THE SOUTH SIDE OF EAST SUNSHINE STREET, 2.39 FT (0.73 M)
 AC7155'SOUTHWEST OF A CROSS IN THE SOUTHWEST CORNER OF CONCRETE BASE OF LIGHT
 AC7155'POLE, 11.69 FT (3.56 M) NORTHWEST OF A CROSS IN TOP OF A CONCRETE CURB
 AC7155'AND 23.04 FT (7.02 M) NORTHEAST OF THE TOP BOLT IN FIRE HYDRANT. THE
 AC7155'AZIMUTH IS LOCATED ABOUT 0.6 MI (1.0 KM) EAST OF THE STATION ON THE
 AC7155'NORTH SIDE OF EAST SUNSHINE.  THE MARK IS 38.0 FT (11.6 M) NORTH OF
 AC7155'THE CENTERLINE OF SUNSHINE STREET, 29.6 FT (9.0 M) WEST OF THE
 AC7155'CENTERLINE OF THE SHIPPING AND RECEIVING ENTRANCE TO THE GENERAL
 AC7155'ELECTRIC MOTORS PLANT, 16.2 FT (4.9 M) SOUTHWEST FROM THE SOUTHWEST
 AC7155'BOLT ON BASE OF LAMP POLE, 8.8 FT (2.7 M) NORTHEAST OF THE SOUTHEAST
 AC7155'BOLT ON BASE OF LAMP POLE, AND 37.47 FT (11.42 M) SOUTHEAST OF A 0.5
 AC7155'INCH IRON ROD PROPERTY CORNER. THE STATION IS A 5 IN X 5 IN X 36 IN
 AC7155'CONCRETE POST SET FLUSH WITH THE GROUND SURFACE WITH A BRASS CAP
 AC7155'STAMPED -JEFF GR RM 1 1974-.  THE UNDERGROUND MARK IS A STAMPED BRASS
 AC7155'CAP SET IN A MASS OF CONCRETE. THE AZIMUTH MARK IS A DNR ALUMINUM GRS
 AC7155'DISK SET IN CONCRETE. TO REACH THE STATION FROM THE INTERSECTION OF
 AC7155'EAST SUNSHINE AND SOUTH GLENSTONE, GO EAST ON SUNSHINE AND TURN SOUTH
 AC7155'ONTO THE FIRST PARKING LOT AT THE EMPIRE BANK AND THE STATION IS ON
 AC7155'THE RIGHT IN THE GRASS MEDIAN ON THE SOUTH SIDE OF SUNSHINE STREET. TO
 AC7155'REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON EAST SUNSHINE
 AC7155'STREET 0.63 MI (1.01 KM) TO THE SHIPPING AND RECEIVING ENTRANCE TO THE
 AC7155'GENERAL ELECTRIC MOTORS PLANT AND THE MARK AS DESCRIBED. DATE OF
 AC7155'REPORT 08-23-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1660 ***********************************************************************
 JC1660  DESIGNATION -  JEFFERSON
 JC1660  PID         -  JC1660
 JC1660  STATE/COUNTY-  MO/JEFFERSON
 JC1660  USGS QUAD   -  HERCULANEUM (1993)
 JC1660
 JC1660                         *CURRENT SURVEY CONTROL
 JC1660  ___________________________________________________________________
 JC1660* NAD 83(1997)-  38 16 32.95873(N)    090 23 15.28764(W)     ADJUSTED  
 JC1660* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 JC1660  ___________________________________________________________________
 JC1660  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 JC1660  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 JC1660
 JC1660  HORZ ORDER  -  THIRD
 JC1660
 JC1660.The horizontal coordinates were established by classical geodetic methods
 JC1660.and adjusted by the National Geodetic Survey in February 2000..
 JC1660
 JC1660.The orthometric height was scaled from a topographic map.
 JC1660
 JC1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1660
 JC1660.The geoid height was determined by GEOID03.
 JC1660
 JC1660;                    North         East     Units Scale Factor Converg.
 JC1660;SPC MO E     -   271,052.141   259,836.382   MT  0.99993452   +0 04 10.7
 JC1660;SPC IL W     -   178,607.105   680,670.672   MT  0.99994578   -0 08 12.6
 JC1660;SPC IL W     -   585,980.14  2,233,167.03   sFT  0.99994578   -0 08 12.6
 JC1660;UTM  15      - 4,239,647.165   728,520.372   MT  1.00024318   +1 37 08.2
 JC1660
 JC1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1660!SPC MO E     -   0.99997776  x   0.99993452  =   0.99991229
 JC1660!SPC IL W     -   0.99997776  x   0.99994578  =   0.99992354
 JC1660!UTM  15      -   0.99997776  x   1.00024318  =   1.00022094
 JC1660
 JC1660:                Primary Azimuth Mark                     Grid Az
 JC1660:SPC MO E     -  HERCULANEUM TALL STACK                   149 21 42.8
 JC1660:SPC IL W     -  HERCULANEUM TALL STACK                   149 34 06.1
 JC1660:UTM  15      -  HERCULANEUM TALL STACK                   147 48 45.3
 JC1660
 JC1660|---------------------------------------------------------------------|
 JC1660| PID    Reference Object                     Distance      Geod. Az  |
 JC1660|                                                           dddmmss.s |
 JC1660| JC1658 HERCULANEUM TALL STACK              APPROX. 2.0 KM 1492553.5 |
 JC1660| CI3948 JEFFERSON RM 3                       22.637 METERS 22753     |
 JC1660| CI3946 JEFFERSON RM 1                       26.915 METERS 24520     |
 JC1660| CI3945 JEFFERSON AZ MK                                    2693254.5 |
 JC1660| CI3947 JEFFERSON RM 2                       24.252 METERS 33557     |
 JC1660|---------------------------------------------------------------------|
 JC1660
 JC1660                          SUPERSEDED SURVEY CONTROL
 JC1660
 JC1660  NAD 83(1997)-  38 16 32.96062(N)    090 23 15.28742(W) AD(       ) 3
 JC1660  NAD 83(1986)-  38 16 32.97362(N)    090 23 15.28334(W) AD(       ) 3
 JC1660  NAD 27      -  38 16 32.77900(N)    090 23 14.84600(W) AD(       ) 3
 JC1660
 JC1660.Superseded values are not recommended for survey control.
 JC1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1660.See file dsdata.txt to determine how the superseded data were derived.
 JC1660
 JC1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2852039647(NAD 83)
 JC1660_MARKER: DS = TRIANGULATION STATION DISK
 JC1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1660
 JC1660  HISTORY     - Date     Condition        Report By
 JC1660  HISTORY     - 1956     MONUMENTED       CGS
 JC1660  HISTORY     - 1969     GOOD             CGS
 JC1660
 JC1660                          STATION DESCRIPTION
 JC1660
 JC1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1660'THE STATION IS LOCATED AIRLINE, ABOUT 4 MILES NORTH OF FESTUS AND
 JC1660'ABOUT 10 MILES EAST-NORTHEAST OF HILLSBORO ALONG THE EAST SIDE OF
 JC1660'U.S. HIGHWAY 61 AND 67.
 JC1660'
 JC1660'THE STATION IS A STANDARD DISK STAMPED JEFFERSON 1956 SET IN TOP
 JC1660'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JC1660'4 INCHES ABOVE THE GROUND.  IT IS 7 FEET SOUTH OF A WHITE WITNESS
 JC1660'POST, 8 FEET NORTH OF A POWER LINE POLE AND 33 FEET EAST OF THE
 JC1660'CENTER LINE OF THE HIGHWAY.
 JC1660'
 JC1660'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JEFFERSON NO
 JC1660'1 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JC1660'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JC1660'ELEVATION AS THE STATION.  IT IS 14 FEET NORTHWEST OF A POWER LINE
 JC1660'POLE AND 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 JC1660'
 JC1660'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JEFFERSON
 JC1660'NO 2 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JC1660'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JC1660'ELEVATION AS THE STATION.  IT IS 33 FEET EAST OF THE CENTER LINE
 JC1660'OF THE HIGHWAY.
 JC1660'
 JC1660'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JEFFERSON 1956 SET IN
 JC1660'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 JC1660'INCHES ABOVE THE GROUND.  IT IS 20 FEET EAST OF THE DOORWAY TO AN
 JC1660'ALL CONCRETE CONSTRUCTED WATER TOWER.
 JC1660'
 JC1660'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 JC1660'HIGHWAY 61 AND 67 FOR 0.05 MILE, KEEP STRAIGHT AHEAD ON A PAVED
 JC1660'SIDE ROAD FOR 0.4 MILE, TURN LEFT AT THE CROSS-ROAD AND GO WEST
 JC1660'ON THE PAVED ROAD FOR 0.2 MILE, TURN LEFT AT THE T-ROAD AND
 JC1660'GO SOUTH AND WESTERLY FOR 0.4 MILE TO A POINT WHERE THE ROAD
 JC1660'TURNS RIGHT, TURN RIGHT AND GO WEST FOR 0.05 MILE, TURN LEFT OFF
 JC1660'THE PAVED ROAD ONTO A DIRT SIDE ROAD AND GO SOUTH UP THE HILL
 JC1660'FOR 0.05 MILE TO THE TOP OF THE HILL, A CONCRETE WATER TOWER AND
 JC1660'THE AZIMUTH MARK.
 JC1660'
 JC1660'TO REACH THE STATION FROM THE STOP-LIGHT ON U.S. HIGHWAY 61
 JC1660'AND 67 IN CRYSTAL CITY, GO NORTHERLY ON U.S. HIGHWAY 61 AND 67 FOR
 JC1660'3.25 MILES TO THE BRIDGE OVER JOACHIM CREEK, CONTINUE NORTHERLY ON
 JC1660'THE HIGHWAY FOR 0.85 MILE TO THE TOP OF THE HILL, A WHITE WITNESS
 JC1660'POST AND THE STATION ON THE RIGHT, EAST SIDE AND THE STATION.
 JC1660
 JC1660                          STATION RECOVERY (1969)
 JC1660
 JC1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JC1660'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 JC1660'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 JC1660'WAS RECOVERED BUT OUT OF POSITION.  THE AZIMUTH MARK IS OBSTRUCTED
 JC1660'BY TREES AND ABOUT A 20 FOOT TARGET IS NEEDED TO SEE THE MARK FROM
 JC1660'THE STATION.  IT IS POSSIBLE THE ST JOSEPH STACK 1956 WOULD BE
 JC1660'VISIBLE IN THE WINTER ONLY.
 JC1660'
 JC1660'REFERENCE MARK NO. 3 WAS SET.
 JC1660'
 JC1660'FOLLOWING IS A NEW DESCRIPTION.
 JC1660'
 JC1660'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH IN CRYSTAL CITY,
 JC1660'GO NORTH ON U.S. HIGHWAYS 61 AND 67 (BUSINESS LOOP 55) FOR 4.3
 JC1660'MILES TO THE TOP OF HILL, VINYARDS HILLCREST CHAPEL ON THE LEFT
 JC1660'AND THE STATION ON THE RIGHT.
 JC1660'
 JC1660'STATION MARK, A STANDARD DISK STAMPED JEFFERSON 1956, IS SET IN
 JC1660'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 JC1660'ACROSS HIGHWAY EAST OF VINYARDS HILLCREST CHAPEL, 27 FEET EAST
 JC1660'OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY, 25 FEET NORTH
 JC1660'OF THE CENTER OF A DIRT ROAD, 11 FEET NORTH-NORTHWEST OF A
 JC1660'POWERLINE POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 JC1660'
 JC1660'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JEFFERSON NO. 2
 JC1660'1956, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JC1660'4 INCHES.  IT IS 47.5 FEET EAST OF THE CENTER OF THE NORTH BOUND
 JC1660'LANE OF THE HIGHWAY AND 29 FEET SOUTH OF A POWERLINE POLE.
 JC1660'
 JC1660'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JEFFERSON 1956
 JC1660'NO. 3 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 JC1660'FLUSH WITH THE SURFACE OF THE GROUND.
 JC1660'
 JC1660'AZIMUTH MARK, A STANDARD DISK STAMPED JEFFERSON 1956, IS SET IN THE
 JC1660'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 JC1660'0.5 MILE WEST OF THE STATION, 45 FEET NORTH-NORTHEAST OF THE NORTH
 JC1660'EDGE OF THE WATER TOWER WHICH IS SHOWN IN THE BOX SCORE, AND
 JC1660'6 FEET WEST OF THE CENTER OF A DRIVEWAY.
 JC1660'
 JC1660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 JC1660'NORTH OF FESTUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2485 ***********************************************************************
 JD2485  DESIGNATION -  JEFFERSON CITY ASTRONOMIC
 JD2485  PID         -  JD2485
 JD2485  STATE/COUNTY-  MO/COLE
 JD2485  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2485
 JD2485                         *CURRENT SURVEY CONTROL
 JD2485  ___________________________________________________________________
 JD2485* NAD 83(1997)-  38 33 41.32333(N)    092 09 46.22556(W)     ADJUSTED  
 JD2485* NAVD 88     -       211.3    (meters)     693.     (feet)  VERTCON   
 JD2485  ___________________________________________________________________
 JD2485  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 JD2485  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JD2485
 JD2485  HORZ ORDER  -  SECOND
 JD2485
 JD2485.The horizontal coordinates were established by classical geodetic methods
 JD2485.and adjusted by the National Geodetic Survey in February 2000..
 JD2485
 JD2485.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2485
 JD2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2485
 JD2485.The geoid height was determined by GEOID03.
 JD2485
 JD2485;                    North         East     Units Scale Factor Converg.
 JD2485;SPC MO C     -   302,807.112   529,384.424   MT  0.99994396   +0 12 36.6
 JD2485;UTM  15      - 4,268,447.402   572,937.028   MT  0.99966551   +0 31 18.7
 JD2485
 JD2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2485!SPC MO C     -   0.99997191  x   0.99994396  =   0.99991587
 JD2485!UTM  15      -   0.99997191  x   0.99966551  =   0.99963742
 JD2485
 JD2485                          SUPERSEDED SURVEY CONTROL
 JD2485
 JD2485  NAD 83(1986)-  38 33 41.33438(N)    092 09 46.23074(W) AD(       ) 2
 JD2485  NAD 27      -  38 33 41.22000(N)    092 09 45.57000(W) AD(       ) 2
 JD2485  NGVD 29 (07/19/86)  211.3    (m)          693.     (f) VERT ANG       
 JD2485
 JD2485.Superseded values are not recommended for survey control.
 JD2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2485.See file dsdata.txt to determine how the superseded data were derived.
 JD2485
 JD2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7293768447(NAD 83)
 JD2485_MARKER: V = STONE MONUMENT
 JD2485_SETTING: 0 = UNSPECIFIED SETTING
 JD2485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2485
 JD2485  HISTORY     - Date     Condition        Report By
 JD2485  HISTORY     - 1879     MONUMENTED       CGS
 JD2485  HISTORY     - 1935     GOOD             CGS
 JD2485  HISTORY     - 1946     GOOD             CGS
 JD2485
 JD2485                          STATION DESCRIPTION
 JD2485
 JD2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HWB)
 JD2485'ON HILL IN EXTREME SOUTHEASTERN PART OF JEFFERSON CITY,
 JD2485'ON EAST SIDE OF CASTLE ROCK ROAD, ABOUT ONE-FOURTH MILE SOUTH OF
 JD2485'THE NATIONAL CEMETERY AND ABOUT SAME DISTANCE NORTH OF FAIR
 JD2485'GROUNDS, IN FRONT YARD OF E.T. MANCHESTER, ON RIGHT-HAND SIDE
 JD2485'OF WALK LEADING TO HOUSE.  MARKED BY CROSS IN TOP OF STONE
 JD2485'POST, 6 INCHES SQUARE AND 2-1/2 FEET LONG, PROJECTING ABOUT
 JD2485'2 INCHES ABOVE GROUND.  LETTERS U.S.C.S. ARE INSCRIBED IN TOP
 JD2485'OF POST.
 JD2485
 JD2485                          STATION RECOVERY (1935)
 JD2485
 JD2485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2485'FOUND IN GOOD CONDITION IN LOT 17, BLOCK 4, OAK PARK ADDITION,
 JD2485'JEFFERSON CITY, 113 FEET SE OF CENTER LINE OF CLARK AVENUE,
 JD2485'73.9 FEET N OF W CORNER OF HOUSE AT 719 CLARK AVENUE FORMERLY
 JD2485'OCCUPIED BY E.T. MANCHESTER, NOW OWNED BY HOME BUILDING AND
 JD2485'LOAN ASSOCIATION OF JEFFERSON CITY, 24.3 FEET E OF E CORNER OF
 JD2485'HOUSE OCCUPIED BY W.B. FINKE AT 723 CLARK AVENUE, 13.0 FEET NE
 JD2485'OF MR. KINKES YELLOW TILE GARAGE AND 2.3 FEET SE OF LINE
 JD2485'OF NW SIDE OF GARAGE.  STONE EXTENDS 2 INCHES ABOVE GROUND
 JD2485'SURFACE.  FAIR GROUNDS ARE NOT IN EXISTENCE.
 JD2485
 JD2485                          STATION RECOVERY (1946)
 JD2485
 JD2485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FRG)
 JD2485'THE STATION WAS FOUND AS DESCRIBED IN RECOVERY NOTE OF 1935.  THE
 JD2485'HOUSE ON CLARK AVENUE IS A WHITE BRICK DOUBLE HOUSE WHICH IS
 JD2485'NOW NUMBERED 719 AND 721.  THE MARK IS ON THE FRONT LAWN
 JD2485'OF THE 721 SIDE.  THE HOUSE AT 723 IS OWNED BY W.S. COOK
 JD2485'AND THE MARK IS 13 FEET NORTH OF HIS YELLOW CONCRETE BLOCK
 JD2485'GARAGE.  THE MARK IS A STONE POST PROTRUDING ABOUT 2 INCHES
 JD2485'AND INSCRIBED U.S.C.S.  STATION IS NOT READILY USABLE, BEING
 JD2485'COVERED BY LIMBS OF SHADE TREES WHICH COVER MOST OF LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2479 ***********************************************************************
 JD2479  DESIGNATION -  JEFFERSON CITY INST WOMEN TANK
 JD2479  PID         -  JD2479
 JD2479  STATE/COUNTY-  MO/COLE
 JD2479  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2479
 JD2479                         *CURRENT SURVEY CONTROL
 JD2479  ___________________________________________________________________
 JD2479* NAD 83(1997)-  38 34 20.25344(N)    092 09 21.03727(W)     ADJUSTED  
 JD2479* NAVD 88     -                                                        
 JD2479  ___________________________________________________________________
 JD2479  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 JD2479  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD2479
 JD2479  HORZ ORDER  -  THIRD
 JD2479
 JD2479.The horizontal coordinates were established by classical geodetic methods
 JD2479.and adjusted by the National Geodetic Survey in February 2000..
 JD2479
 JD2479
 JD2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2479
 JD2479.The geoid height was determined by GEOID03.
 JD2479
 JD2479;                    North         East     Units Scale Factor Converg.
 JD2479;SPC MO C     -   304,009.721   529,989.717   MT  0.99994440   +0 12 52.5
 JD2479;UTM  15      - 4,269,652.950   573,535.602   MT  0.99966659   +0 31 34.9
 JD2479
 JD2479                          SUPERSEDED SURVEY CONTROL
 JD2479
 JD2479  NAD 83(1986)-  38 34 20.26415(N)    092 09 21.04377(W) AD(       ) 4
 JD2479  NAD 27      -  38 34 20.14500(N)    092 09 20.38700(W) AD(       ) 3
 JD2479
 JD2479.Superseded values are not recommended for survey control.
 JD2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2479.See file dsdata.txt to determine how the superseded data were derived.
 JD2479
 JD2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7353669653(NAD 83)
 JD2479_MARKER: 53 = ELEVATED TANK
 JD2479
 JD2479  HISTORY     - Date     Condition        Report By
 JD2479  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2479  HISTORY     - 1963     GOOD             CGS
 JD2479  HISTORY     - 1967     GOOD             CGS
 JD2479
 JD2479                          STATION DESCRIPTION
 JD2479
 JD2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2479'THIS STATION IS LOCATED AT THE EAST EDGE OF JEFFERSON CITY.
 JD2479'IT IS A 4 LEGGED, STEEL STRUCTURE, 66 FEET SQUARE AT THE
 JD2479'BASE, AND ABOUT 130 FEET HIGH.  IT IS SILVER IN COLOR.
 JD2479'
 JD2479'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 JD2479
 JD2479                          STATION RECOVERY (1963)
 JD2479
 JD2479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 JD2479'ORIGINAL DESCRIPTION ERRONEOUS.  THIS STATION IS LOCATED
 JD2479'AT THE NE EDGE OF JEFFERSON CITY.  IT IS AN EIGHT LEGGED
 JD2479'STEEL TANK, WITH A CONICAL TOP AND IS PAINTED SILVER.  IT
 JD2479'IS THE LARGEST AND HIGHEST TANK IN THE IMMEDIATE AREA.  THE
 JD2479'TANK IS ABOUT 150 FT HIGH.
 JD2479
 JD2479                          STATION RECOVERY (1967)
 JD2479
 JD2479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ETO)
 JD2479'THE STATION WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 JD2479'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2487 ***********************************************************************
 JD2487  DESIGNATION -  JEFFERSON CITY MO CAPITOL DOME
 JD2487  PID         -  JD2487
 JD2487  STATE/COUNTY-  MO/COLE
 JD2487  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2487
 JD2487                         *CURRENT SURVEY CONTROL
 JD2487  ___________________________________________________________________
 JD2487* NAD 83(1997)-  38 34 45.17356(N)    092 10 22.57386(W)     ADJUSTED  
 JD2487* NAVD 88     -                                                        
 JD2487  ___________________________________________________________________
 JD2487  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 JD2487  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JD2487
 JD2487  HORZ ORDER  -  THIRD
 JD2487
 JD2487.The horizontal coordinates were established by classical geodetic methods
 JD2487.and adjusted by the National Geodetic Survey in February 2000..
 JD2487
 JD2487
 JD2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2487
 JD2487.The geoid height was determined by GEOID03.
 JD2487
 JD2487;                    North         East     Units Scale Factor Converg.
 JD2487;SPC MO C     -   304,772.654   528,497.454   MT  0.99994333   +0 12 14.2
 JD2487;UTM  15      - 4,270,407.541   572,039.627   MT  0.99966391   +0 30 56.8
 JD2487
 JD2487                          SUPERSEDED SURVEY CONTROL
 JD2487
 JD2487  NAD 83(1986)-  38 34 45.18443(N)    092 10 22.58002(W) AD(       ) 4
 JD2487  NAD 27      -  38 34 45.06400(N)    092 10 21.92300(W) AD(       ) 3
 JD2487
 JD2487.Superseded values are not recommended for survey control.
 JD2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2487.See file dsdata.txt to determine how the superseded data were derived.
 JD2487
 JD2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7204070408(NAD 83)
 JD2487_MARKER: 87 = DOME
 JD2487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2487+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 JD2487
 JD2487  HISTORY     - Date     Condition        Report By
 JD2487  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2487  HISTORY     - 1963     GOOD             CGS
 JD2487  HISTORY     - 1967     GOOD             CGS
 JD2487  HISTORY     - 1978     GOOD             NGS
 JD2487  HISTORY     - 20050707 GOOD             NGS
 JD2487
 JD2487                          STATION DESCRIPTION
 JD2487
 JD2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2487'THIS STRUCTURE IS ABOUT 250 FEET HIGH WITH THE STATUE OF
 JD2487'A MAN ON THE TOP.
 JD2487'
 JD2487'THE POINT INTERSECTED WAS THE STATUE.
 JD2487
 JD2487                          STATION RECOVERY (1963)
 JD2487
 JD2487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 JD2487'RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION.
 JD2487
 JD2487                          STATION RECOVERY (1967)
 JD2487
 JD2487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ETO)
 JD2487'THE STATION WAS FOUND AS DESCRIPTION INDICATED IN GOOD
 JD2487'CONDITION.  DESCRIPTION IS ADEQUATE.
 JD2487
 JD2487                          STATION RECOVERY (1978)
 JD2487
 JD2487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 JD2487'STATION RECOVERED AS DESCRIBED.
 JD2487'
 JD2487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2487'DOWNTOWN JEFFERSON CITY.
 JD2487
 JD2487                          STATION RECOVERY (2005)
 JD2487
 JD2487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 JD2487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2483 ***********************************************************************
 JD2483  DESIGNATION -  JEFFERSON CITY MO POWER N STK
 JD2483  PID         -  JD2483
 JD2483  STATE/COUNTY-  MO/COLE
 JD2483  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2483
 JD2483                         *CURRENT SURVEY CONTROL
 JD2483  ___________________________________________________________________
 JD2483* NAD 83(1997)-  38 34 53.48689(N)    092 10 31.63516(W)     ADJUSTED  
 JD2483* NAVD 88     -                                                        
 JD2483  ___________________________________________________________________
 JD2483  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 JD2483  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JD2483
 JD2483  HORZ ORDER  -  THIRD
 JD2483
 JD2483.The horizontal coordinates were established by classical geodetic methods
 JD2483.and adjusted by the National Geodetic Survey in February 2000..
 JD2483
 JD2483
 JD2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2483
 JD2483.The geoid height was determined by GEOID03.
 JD2483
 JD2483;                    North         East     Units Scale Factor Converg.
 JD2483;SPC MO C     -   305,028.205   528,277.236   MT  0.99994318   +0 12 08.6
 JD2483;UTM  15      - 4,270,661.818   571,818.083   MT  0.99966352   +0 30 51.2
 JD2483
 JD2483                          SUPERSEDED SURVEY CONTROL
 JD2483
 JD2483  NAD 83(1986)-  38 34 53.49835(N)    092 10 31.64062(W) AD(       ) 4
 JD2483  NAD 27      -  38 34 53.38100(N)    092 10 30.98300(W) AD(       ) 3
 JD2483
 JD2483.Superseded values are not recommended for survey control.
 JD2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2483.See file dsdata.txt to determine how the superseded data were derived.
 JD2483
 JD2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7181870662(NAD 83)
 JD2483_MARKER: 63 = STACK
 JD2483
 JD2483  HISTORY     - Date     Condition        Report By
 JD2483  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2483
 JD2483                          STATION DESCRIPTION
 JD2483
 JD2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2483'THIS STATION IS LOCATED 2 BLOCKS WEST OF THE CAPITOL BUILDING,
 JD2483'IN JEFFERSON CITY.  IT IS A CONCRETE STRUCTURE, 17 FEET
 JD2483'IN DIAMETER AT THE BASE, AND 195 FEET HIGH.
 JD2483'
 JD2483'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2486 ***********************************************************************
 JD2486  DESIGNATION -  JEFFERSON CITY MO POWER S STK
 JD2486  PID         -  JD2486
 JD2486  STATE/COUNTY-  MO/COLE
 JD2486  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2486
 JD2486                         *CURRENT SURVEY CONTROL
 JD2486  ___________________________________________________________________
 JD2486* NAD 83(1997)-  38 34 52.98595(N)    092 10 31.43249(W)     ADJUSTED  
 JD2486* NAVD 88     -                                                        
 JD2486  ___________________________________________________________________
 JD2486  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 JD2486  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JD2486
 JD2486  HORZ ORDER  -  THIRD
 JD2486
 JD2486.The horizontal coordinates were established by classical geodetic methods
 JD2486.and adjusted by the National Geodetic Survey in February 2000..
 JD2486
 JD2486
 JD2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2486
 JD2486.The geoid height was determined by GEOID03.
 JD2486
 JD2486;                    North         East     Units Scale Factor Converg.
 JD2486;SPC MO C     -   305,012.776   528,282.196   MT  0.99994318   +0 12 08.8
 JD2486;UTM  15      - 4,270,646.422   571,823.125   MT  0.99966352   +0 30 51.4
 JD2486
 JD2486                          SUPERSEDED SURVEY CONTROL
 JD2486
 JD2486  NAD 83(1986)-  38 34 52.99741(N)    092 10 31.43797(W) AD(       ) 4
 JD2486  NAD 27      -  38 34 52.87900(N)    092 10 30.78100(W) AD(       ) 3
 JD2486
 JD2486.Superseded values are not recommended for survey control.
 JD2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2486.See file dsdata.txt to determine how the superseded data were derived.
 JD2486
 JD2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7182370646(NAD 83)
 JD2486_MARKER: 63 = STACK
 JD2486
 JD2486  HISTORY     - Date     Condition        Report By
 JD2486  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2486  HISTORY     - 1967     GOOD             CGS
 JD2486
 JD2486                          STATION DESCRIPTION
 JD2486
 JD2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2486'THIS STATION IS LOCATED 2 BLOCKS WEST OF THE CAPITOL BUILDING,
 JD2486'IN JEFFERSON CITY.  IT IS A CONCRETE STRUCTURE, 17 FEET
 JD2486'IN DIAMETER AT THE BASE, AND 195 FEET HIGH.
 JD2486'
 JD2486'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
 JD2486
 JD2486                          STATION RECOVERY (1967)
 JD2486
 JD2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ETO)
 JD2486'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 JD2486'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2481 ***********************************************************************
 JD2481  DESIGNATION -  JEFFERSON CITY MUN STANDPIPE
 JD2481  PID         -  JD2481
 JD2481  STATE/COUNTY-  MO/COLE
 JD2481  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2481
 JD2481                         *CURRENT SURVEY CONTROL
 JD2481  ___________________________________________________________________
 JD2481* NAD 83(1997)-  38 35 09.19254(N)    092 10 58.86035(W)     ADJUSTED  
 JD2481* NAVD 88     -                                                        
 JD2481  ___________________________________________________________________
 JD2481  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JD2481  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JD2481
 JD2481  HORZ ORDER  -  THIRD
 JD2481
 JD2481.The horizontal coordinates were established by classical geodetic methods
 JD2481.and adjusted by the National Geodetic Survey in February 2000..
 JD2481
 JD2481
 JD2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2481
 JD2481.The geoid height was determined by GEOID03.
 JD2481
 JD2481;                    North         East     Units Scale Factor Converg.
 JD2481;SPC MO C     -   305,510.164   527,616.649   MT  0.99994272   +0 11 51.7
 JD2481;UTM  15      - 4,271,140.041   571,155.068   MT  0.99966235   +0 30 34.4
 JD2481
 JD2481                          SUPERSEDED SURVEY CONTROL
 JD2481
 JD2481  NAD 83(1986)-  38 35 09.20372(N)    092 10 58.86542(W) AD(       ) 4
 JD2481  NAD 27      -  38 35 09.08900(N)    092 10 58.20300(W) AD(       ) 3
 JD2481
 JD2481.Superseded values are not recommended for survey control.
 JD2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2481.See file dsdata.txt to determine how the superseded data were derived.
 JD2481
 JD2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7115571140(NAD 83)
 JD2481_MARKER: 52 = STANDPIPE TANK
 JD2481
 JD2481  HISTORY     - Date     Condition        Report By
 JD2481  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2481  HISTORY     - 1967     GOOD             CGS
 JD2481
 JD2481                          STATION DESCRIPTION
 JD2481
 JD2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2481'THIS STATION IS LOCATED AT THE WATER FILTRATION PLANT, ABOUT
 JD2481'1 MILE WEST OF THE CAPITOL BUILDING, IN JEFFERSON CITY.
 JD2481'IT IS A STEEL STRUCTURE, 30 FEET IN DIAMETER, AND ABOUT
 JD2481'100 FEET HIGH.  IT IS SILVER IN COLOR.
 JD2481'
 JD2481'THE POINT INTERSECTED WAS THE CENTER.
 JD2481
 JD2481                          STATION RECOVERY (1967)
 JD2481
 JD2481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ETO)
 JD2481'THE STATION WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 JD2481'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2482 ***********************************************************************
 JD2482  DESIGNATION -  JEFFERSON CITY ST PEN SW STK
 JD2482  PID         -  JD2482
 JD2482  STATE/COUNTY-  MO/COLE
 JD2482  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2482
 JD2482                         *CURRENT SURVEY CONTROL
 JD2482  ___________________________________________________________________
 JD2482* NAD 83(1997)-  38 34 24.34598(N)    092 09 34.92298(W)     ADJUSTED  
 JD2482* NAVD 88     -                                                        
 JD2482  ___________________________________________________________________
 JD2482  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 JD2482  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD2482
 JD2482  HORZ ORDER  -  THIRD
 JD2482
 JD2482.The horizontal coordinates were established by classical geodetic methods
 JD2482.and adjusted by the National Geodetic Survey in February 2000..
 JD2482
 JD2482
 JD2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2482
 JD2482.The geoid height was determined by GEOID03.
 JD2482
 JD2482;                    North         East     Units Scale Factor Converg.
 JD2482;SPC MO C     -   304,134.656   529,653.139   MT  0.99994416   +0 12 43.9
 JD2482;UTM  15      - 4,269,776.018   573,198.442   MT  0.99966598   +0 31 26.3
 JD2482
 JD2482                          SUPERSEDED SURVEY CONTROL
 JD2482
 JD2482  NAD 83(1986)-  38 34 24.35667(N)    092 09 34.92945(W) AD(       ) 4
 JD2482  NAD 27      -  38 34 24.23700(N)    092 09 34.27300(W) AD(       ) 3
 JD2482
 JD2482.Superseded values are not recommended for survey control.
 JD2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2482.See file dsdata.txt to determine how the superseded data were derived.
 JD2482
 JD2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7319869776(NAD 83)
 JD2482_MARKER: 63 = STACK
 JD2482
 JD2482  HISTORY     - Date     Condition        Report By
 JD2482  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2482
 JD2482                          STATION DESCRIPTION
 JD2482
 JD2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2482'THIS STATION IS LOCATED ON THE GROUNDS OF THE STATE PENITENTIARY,
 JD2482'IN JEFFERSON CITY.  IT IS A BRICK STRUCTURE, 15 FEET IN
 JD2482'DIAMETER, AND ABOUT 150 FEET HIGH.
 JD2482'
 JD2482'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2484 ***********************************************************************
 JD2484  DESIGNATION -  JEFFERSON CITY ST PEN NE STK
 JD2484  PID         -  JD2484
 JD2484  STATE/COUNTY-  MO/COLE
 JD2484  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2484
 JD2484                         *CURRENT SURVEY CONTROL
 JD2484  ___________________________________________________________________
 JD2484* NAD 83(1997)-  38 34 25.02809(N)    092 09 34.23838(W)     ADJUSTED  
 JD2484* NAVD 88     -                                                        
 JD2484  ___________________________________________________________________
 JD2484  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 JD2484  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD2484
 JD2484  HORZ ORDER  -  THIRD
 JD2484
 JD2484.The horizontal coordinates were established by classical geodetic methods
 JD2484.and adjusted by the National Geodetic Survey in February 2000..
 JD2484
 JD2484
 JD2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2484
 JD2484.The geoid height was determined by GEOID03.
 JD2484
 JD2484;                    North         East     Units Scale Factor Converg.
 JD2484;SPC MO C     -   304,155.749   529,669.632   MT  0.99994417   +0 12 44.3
 JD2484;UTM  15      - 4,269,797.194   573,214.816   MT  0.99966601   +0 31 26.7
 JD2484
 JD2484                          SUPERSEDED SURVEY CONTROL
 JD2484
 JD2484  NAD 83(1986)-  38 34 25.03877(N)    092 09 34.24485(W) AD(       ) 4
 JD2484  NAD 27      -  38 34 24.91900(N)    092 09 33.58800(W) AD(       ) 3
 JD2484
 JD2484.Superseded values are not recommended for survey control.
 JD2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2484.See file dsdata.txt to determine how the superseded data were derived.
 JD2484
 JD2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7321569797(NAD 83)
 JD2484_MARKER: 63 = STACK
 JD2484
 JD2484  HISTORY     - Date     Condition        Report By
 JD2484  HISTORY     - 1949     FIRST OBSERVED   CGS
 JD2484  HISTORY     - 1954     GOOD             CGS
 JD2484  HISTORY     - 1963     GOOD             CGS
 JD2484
 JD2484                          STATION DESCRIPTION
 JD2484
 JD2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2484'THIS STATION IS LOCATED ON THE GROUNDS OF THE STATE PENITENTIARY
 JD2484'IN JEFFERSON CITY.  IT IS A BRICK STRUCTURE, 15 FEET IN
 JD2484'DIAMETER AT THE BASE, AND ABOUT 150 FEET HIGH.
 JD2484'
 JD2484'THE POINT INTERSECTED WAS THE CENTER OF THE TOWER.
 JD2484
 JD2484                          STATION RECOVERY (1954)
 JD2484
 JD2484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 JD2484'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 JD2484'
 JD2484'A COMPARISON OF GPS INDICATES THAT THIS STACK SHOULD BE
 JD2484'CALLED SW OF 2, ONLY ONE STACK SHOWS ON PHOTOGRAPHS.
 JD2484
 JD2484                          STATION RECOVERY (1963)
 JD2484
 JD2484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 JD2484'ORIGINAL DESCRIPTION ERRONEOUS.  THIS STATION WAS ORIGINALLY
 JD2484'DESCRIBED AS THE NW OF 2, WHEN IT ACTUALLY WAS THE SW OF 2.
 JD2484'(THE OTHER STACK IS NOW GONE).
 JD2484'
 JD2484'THIS STACK IS LOCATED ON THE GROUNDS OF THE MO. STATE
 JD2484'PENITENTIARY.  THE STACK WAS STRUCK BY LIGHTNING A FEW YEARS
 JD2484'AGO AND ONLY ABOUT 30 FT OF THE BASE REMAINS.  THE STACK
 JD2484'IS NOT TOO USEFUL AS AN AZIMUTH STATION NOW, AS THE WALLS
 JD2484'OF THE PENITENTIARY BLOCK IT FROM MOST DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2478 ***********************************************************************
 JD2478  DESIGNATION -  JEFFERSON CITY STATE HWY PATROL MAST
 JD2478  PID         -  JD2478
 JD2478  STATE/COUNTY-  MO/COLE
 JD2478  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2478
 JD2478                         *CURRENT SURVEY CONTROL
 JD2478  ___________________________________________________________________
 JD2478* NAD 83(1997)-  38 33 27.29597(N)    092 07 36.28613(W)     ADJUSTED  
 JD2478* NAVD 88     -                                                        
 JD2478  ___________________________________________________________________
 JD2478  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 JD2478  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JD2478
 JD2478  HORZ ORDER  -  THIRD
 JD2478
 JD2478.The horizontal coordinates were established by classical geodetic methods
 JD2478.and adjusted by the National Geodetic Survey in February 2000..
 JD2478
 JD2478
 JD2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2478
 JD2478.The geoid height was determined by GEOID03.
 JD2478
 JD2478;                    North         East     Units Scale Factor Converg.
 JD2478;SPC MO C     -   302,386.758   532,531.911   MT  0.99994636   +0 13 57.5
 JD2478;UTM  15      - 4,268,044.287   576,085.883   MT  0.99967129   +0 32 39.6
 JD2478
 JD2478                          SUPERSEDED SURVEY CONTROL
 JD2478
 JD2478  NAD 83(1986)-  38 33 27.30653(N)    092 07 36.29276(W) AD(       ) 4
 JD2478  NAD 27      -  38 33 27.18600(N)    092 07 35.64200(W) AD(       ) 3
 JD2478
 JD2478.Superseded values are not recommended for survey control.
 JD2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2478.See file dsdata.txt to determine how the superseded data were derived.
 JD2478
 JD2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7608668044(NAD 83)
 JD2478_MARKER: 42 = RADIO/TV MAST
 JD2478
 JD2478  HISTORY     - Date     Condition        Report By
 JD2478  HISTORY     - 1963     FIRST OBSERVED   CGS
 JD2478  HISTORY     - 1978     GOOD             NGS
 JD2478
 JD2478                          STATION DESCRIPTION
 JD2478
 JD2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JBA)
 JD2478'THE TOP PORTION OF THE MAST BLEW OVER IN SEPTEMBER 1954.
 JD2478'THE TOP PORTION HAS BEEN REBUILT ON THE ORIGINAL BASE.
 JD2478
 JD2478                          STATION RECOVERY (1978)
 JD2478
 JD2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 JD2478'STATION RECOVERED AS DESCRIBED.
 JD2478'
 JD2478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2478'2 MILES SOUTHEAST OF JEFFERSON CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0815 ***********************************************************************
 GE0815  DESIGNATION -  JENKINS
 GE0815  PID         -  GE0815
 GE0815  STATE/COUNTY-  MO/OREGON
 GE0815  USGS QUAD   -  MYRTLE (1984)
 GE0815
 GE0815                         *CURRENT SURVEY CONTROL
 GE0815  ___________________________________________________________________
 GE0815* NAD 83(1997)-  36 32 43.58346(N)    091 17 18.73418(W)     ADJUSTED  
 GE0815* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 GE0815  ___________________________________________________________________
 GE0815  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 GE0815  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 GE0815
 GE0815  HORZ ORDER  -  SECOND
 GE0815
 GE0815.The horizontal coordinates were established by classical geodetic methods
 GE0815.and adjusted by the National Geodetic Survey in February 2000..
 GE0815
 GE0815.The orthometric height was scaled from a topographic map.
 GE0815
 GE0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0815
 GE0815.The geoid height was determined by GEOID03.
 GE0815
 GE0815;                    North         East     Units Scale Factor Converg.
 GE0815;SPC MO E     -    79,301.164   179,399.431   MT  0.99999472   -0 28 10.4
 GE0815;SPC AR N     -   245,660.690   463,707.791   MT  1.00007662   +0 24 50.4
 GE0815;SPC AR N     -   805,971.78  1,521,347.98   sFT  1.00007662   +0 24 50.4
 GE0815;UTM  15      - 4,045,811.059   653,187.580   MT  0.99988912   +1 01 09.5
 GE0815
 GE0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0815!SPC MO E     -   0.99996573  x   0.99999472  =   0.99996045
 GE0815!SPC AR N     -   0.99996573  x   1.00007662  =   1.00004235
 GE0815!UTM  15      -   0.99996573  x   0.99988912  =   0.99985485
 GE0815
 GE0815|---------------------------------------------------------------------|
 GE0815| PID    Reference Object                     Distance      Geod. Az  |
 GE0815|                                                           dddmmss.s |
 GE0815| CI1783 JENKINS RM 1                          8.313 METERS 02059     |
 GE0815| CI1782 JENKINS AZ MK                                      1170637.1 |
 GE0815| CJ7833 JENKINS RM 2                          7.992 METERS 28150     |
 GE0815|---------------------------------------------------------------------|
 GE0815
 GE0815                          SUPERSEDED SURVEY CONTROL
 GE0815
 GE0815  NAD 83(1997)-  36 32 43.58492(N)    091 17 18.73342(W) AD(       ) 2
 GE0815  NAD 83(1986)-  36 32 43.59100(N)    091 17 18.73311(W) AD(       ) 2
 GE0815  NAD 27      -  36 32 43.36960(N)    091 17 18.25120(W) AD(       ) 2
 GE0815
 GE0815.Superseded values are not recommended for survey control.
 GE0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0815.See file dsdata.txt to determine how the superseded data were derived.
 GE0815
 GE0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5318845811(NAD 83)
 GE0815_MARKER: DS = TRIANGULATION STATION DISK
 GE0815_SETTING: 0 = UNSPECIFIED SETTING
 GE0815
 GE0815  HISTORY     - Date     Condition        Report By
 GE0815  HISTORY     - 1955     MONUMENTED       CGS
 GE0815  HISTORY     - 19800301 MARK NOT FOUND   USGS
 GE0815
 GE0815                          STATION DESCRIPTION
 GE0815
 GE0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0815'THE STATION IS LOCATED ON A HIGH HILL, ABOUT 2-1/2 MILES NORTH
 GE0815'AND 1-1/4 WEST OF MYRTLE, 1-1/4 MILES WEST OF THE SMALL
 GE0815'SETTLEMENT OF JENKINS, 0.1 MILE NORTH OF STATE HIGHWAY 142 AND
 GE0815'ON LAND OWNED BY MR. JIM CASE.
 GE0815'
 GE0815'TO REACH THE STATION FROM THE POST OFFICE IN MYRTLE, GO WEST
 GE0815'ON COUNTY ROAD V FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT,
 GE0815'TURN RIGHT (NORTH) AND FOLLOW THE MAIN GRAVELED ROAD FOR 2.95
 GE0815'MILES TO STATE HIGHWAY 142, TURN RIGHT (EAST) AND GO ON STATE
 GE0815'HIGHWAY 142 FOR 0.25 MILE TO BOARD GATES ON RIGHT AND LEFT,
 GE0815'TURN LEFT (NORTH) UP STEEP SLOPE TO THE TOP OF HILL AND STATION.
 GE0815'
 GE0815'TO REACH THE AZIMUTH MARK FROM THE HIGHWAY 0.1 MILE SOUTH OF
 GE0815'THE STATION, GO EAST ON THE HIGHWAY FOR 0.25 MILE TO THE
 GE0815'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GE0815'
 GE0815'THE STATION MARK IS A STANDARD USC AND GS DISK THAT IS WELDED
 GE0815'TO THE TOP OF A 2-INCH CAST IRON PIPE.  THE MARK PROJECTS
 GE0815'4 INCHES, AND THE DISK IS STAMPED JENKINS 1955.
 GE0815'
 GE0815'REFERENCE MARK 1 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 GE0815'JENKINS NO 1 1955.
 GE0815'
 GE0815'REFERENCE MARK 2 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 GE0815'JENKINS NO 2 1955.
 GE0815'
 GE0815'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 GE0815'142 AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK IS A STANDARD
 GE0815'USC AND GS AZIMUTH MARK DISK THAT IS WELDED TO THE TOP OF A
 GE0815'2-INCH CAST IRON PIPE.  THE MARK PROJECTS 8 INCHES, AND THE
 GE0815'DISK IS STAMPED JENKINS 1955.
 GE0815'
 GE0815'NOTE- A FOUR WHEEL DRIVE TRUCK IS NEEDED TO REACH THE STATION
 GE0815'FROM THE HIGHWAY.
 GE0815'
 GE0815'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GE0815
 GE0815                          STATION RECOVERY (1980)
 GE0815
 GE0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (FSS)
 GE0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2584 ***********************************************************************
 JD2584  DESIGNATION -  JENKINS
 JD2584  PID         -  JD2584
 JD2584  STATE/COUNTY-  MO/MORGAN
 JD2584  USGS QUAD   -  BOLLINGER CREEK (1983)
 JD2584
 JD2584                         *CURRENT SURVEY CONTROL
 JD2584  ___________________________________________________________________
 JD2584* NAD 83(1997)-  38 12 45.20392(N)    092 54 04.94880(W)     ADJUSTED  
 JD2584* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 JD2584  ___________________________________________________________________
 JD2584  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 JD2584  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JD2584
 JD2584  HORZ ORDER  -  SECOND
 JD2584
 JD2584.The horizontal coordinates were established by classical geodetic methods
 JD2584.and adjusted by the National Geodetic Survey in February 2000..
 JD2584
 JD2584.The orthometric height was scaled from a topographic map.
 JD2584
 JD2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2584
 JD2584.The geoid height was determined by GEOID03.
 JD2584
 JD2584;                    North         East     Units Scale Factor Converg.
 JD2584;SPC MO C     -   264,100.280   464,850.548   MT  0.99994854   -0 14 53.8
 JD2584;UTM  15      - 4,229,403.646   508,633.989   MT  0.99960092   +0 03 39.6
 JD2584
 JD2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2584!SPC MO C     -   0.99995811  x   0.99994854  =   0.99990665
 JD2584!UTM  15      -   0.99995811  x   0.99960092  =   0.99955905
 JD2584
 JD2584:                Primary Azimuth Mark                     Grid Az
 JD2584:SPC MO C     -  JENKINS AZ MK                            221 41 02.2
 JD2584:UTM  15      -  JENKINS AZ MK                            221 22 28.8
 JD2584
 JD2584|---------------------------------------------------------------------|
 JD2584| PID    Reference Object                     Distance      Geod. Az  |
 JD2584|                                                           dddmmss.s |
 JD2584| CQ5804 JENKINS AZ MK                                      2212608.4 |
 JD2584| AJ2376 JENKINS RM 2                          2.434 METERS 23959     |
 JD2584| AJ2375 JENKINS RM 1                          2.494 METERS 32214     |
 JD2584|---------------------------------------------------------------------|
 JD2584
 JD2584                          SUPERSEDED SURVEY CONTROL
 JD2584
 JD2584  NAD 83(1986)-  38 12 45.21538(N)    092 54 04.94981(W) AD(       ) 2
 JD2584  NAD 27      -  38 12 45.11400(N)    092 54 04.25400(W) AD(       ) 2
 JD2584
 JD2584.Superseded values are not recommended for survey control.
 JD2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2584.See file dsdata.txt to determine how the superseded data were derived.
 JD2584
 JD2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC0863429404(NAD 83)
 JD2584_MARKER: DS = TRIANGULATION STATION DISK
 JD2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2584_STAMPING: JENKINS 1947
 JD2584_MARK LOGO: NGS   
 JD2584_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JD2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2584+STABILITY: SURFACE MOTION
 JD2584
 JD2584  HISTORY     - Date     Condition        Report By
 JD2584  HISTORY     - 1947     MONUMENTED       CGS
 JD2584  HISTORY     - 19811020 GOOD             NGS
 JD2584
 JD2584                          STATION DESCRIPTION
 JD2584
 JD2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2584'THE STATION IS LOCATED ABOUT 16-1/2 MILES NORTHWEST OF
 JD2584'CAMDENTON, ABOUT 16 MILES SOUTH-SOUTHWEST OF VERSAILLES, ABOUT
 JD2584'7 MILES SOUTH OF AND ABOUT 4-1/2 MILES WEST OF GRAVOIS MILLS,
 JD2584'IN THE V FORMED BY TWO ROADS.  IT IS 52 FEET EAST OF A DIRT ROAD,
 JD2584'AND 46.6 FEET SOUTH OF A TRIANGLE BLAZED 2 FOOT OAK TREE, 30 FEET
 JD2584'SOUTH OF ANOTHER DIRT ROAD, AND 6.4 FEET WEST OF A WITNESS
 JD2584'POST.  THE DISK IS STAMPED JENKINS 1947 AND PROJECTS 6 INCHES.
 JD2584'
 JD2584'REFERENCE MARK NO. 1 IS 81.79 FEET NORTHWEST OF THE STATION,
 JD2584'15 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT NORTH
 JD2584'OF A FENCE.  THE DISK IS STAMPED JENKINS NO 1 1947 AND PROJECTS
 JD2584'8 INCHES.
 JD2584'
 JD2584'REFERENCE MARK NO. 2 IS 79.87 FEET WEST-SOUTHWEST OF THE STATION,
 JD2584'19 FEET WEST OF THE CENTERLINE OF A ROAD, AND 1 FOOT EAST OF
 JD2584'A FENCE.  THE DISK IS STAMPED JENKINS NO 2 1947 AND PROJECTS
 JD2584'8 INCHES.
 JD2584'
 JD2584'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF THE
 JD2584'STATION, AT THE SOUTHWEST END OF A CLEARED FIELD, 11 FEET
 JD2584'EAST-NORTHEAST OF A TRIPLE TRUNK OAK TREE, 4.2 FEET WEST OF A
 JD2584'WITNESS POST, AND 1 FOOT NORTH OF A FENCE.  THE DISK IS STAMPED
 JD2584'JENKINS 1947 AND PROJECTS 6 INCHES.
 JD2584'
 JD2584'TO REACH THE STATION FROM THE POST OFFICE IN GRAVOIS MILLS,
 JD2584'GO SOUTH ON STATE HIGHWAY 5 FOR 7.5 MILES, THENCE TURN RIGHT
 JD2584'ON STATE HIGHWAY 135 AND GO 2.85 MILES TO LAKE ROAD NO. 73.
 JD2584'TURN LEFT AND FOLLOW LAKE ROAD 73 FOR 2.0 MILES TO A FORKS.
 JD2584'TAKE THE LEFT FORK AND GO 0.35 MILE TO A SIDE ROAD RIGHT AND
 JD2584'THE STATION AS DESCRIBED.
 JD2584'
 JD2584'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 JD2584'0.15 MILE TO A GATE THRU THE FENCE ON THE RIGHT.  TURN RIGHT,
 JD2584'PASS THRU THE GATE AND GO ACROSS THE FIELD WEST AND THEN
 JD2584'SOUTHWEST FOR 0.1 MILE TO THE END OF THE FIELD AND THE MARK
 JD2584'AS DESCRIBED.
 JD2584'
 JD2584'OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 JD2584'
 JD2584'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2584
 JD2584                          STATION RECOVERY (1981)
 JD2584
 JD2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JD2584'THE SURFACE STATION MARK, RM 1, 2 AND THE AZ MK WERE RECOVERED IN GOOD
 JD2584'CONDITION.  THE AZ MK IS NO LONGER VISIBLE FROM THE GROUND AND THERE
 JD2584'WAS NO SUITABLE LOCATION FOR A NEW MARK DUE TO DENSE WOODS.  THE
 JD2584'DISTANCES TO THE RMS AGREED FAVORABLY TO 1947 DATA AS DID THE ANGLE
 JD2584'BETWEN THE MARKS.  DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.  THE
 JD2584'STATION IS LOCATE ABOUT 25.75 KM (16.00 MI) SSW OF VERSAILLES, 4.83 KM
 JD2584'(3.00 MI) W OF THE COMMUNITY OF LAURLE AND 3.2 KM (2.00 MI) S OF STATE
 JD2584'HWY 135, ON ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION
 JD2584'OF STATE HWY 5 AND 135 AT THE N EDGE OF THE COMMUNITY OF LAUREL, GO
 JD2584'WESTERLY ON HWY 135 FOR 2.85 MILES (4.59 KM) TO LAKE OZARK LAKE ROAD
 JD2584'135-3 ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON ROAD 135-3 FOR 2.0
 JD2584'MILES (3.2 KM) TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO SE
 JD2584'AND E ON THE GRAVELED ROAD FOR 0.35 MILE (0.56 KM) TO A SIDE ROAD ON
 JD2584'THE RIGHT AND THE STATION IN THE SE PART OF THE INTERSECTION.  THE
 JD2584'STATION IS A STANDARD, CGS, DISK STAMPED,---JENKINS 1947, SET INTO THE
 JD2584'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM, IN DIAMETER,
 JD2584'PROJECTING, 3 INCHES, 6 CM, ABOVE THE GROUND.  THE STATION IS LOCATED
 JD2584'19.85 METERS (65.12 FT) ESE FROM A BURIED TELEPHONE CABLE JUNCTION BOX
 JD2584'NUMBERED 8, 14.3 METERS (46.9 FT) E FROM THE CENTERLINE OF THE ROAD
 JD2584'LEADING SOUTH, 9.75 METERS (31.99 FT) S FROM THE CENTERLINE OF THE E-W
 JD2584'ROAD, 9.10 METERS (29.86 FT) NE FROM ANOTHER BURIED TELEPHONE CABLE
 JD2584'JUNCTION BOX, 0.30 METERS (0.98 FT) W FROM A WITNESS POST.  AZ MK NO
 JD2584'1, IS A STANDARD, CGS, DISK STAMPED, JENKINS 1947, SET INTO THE TOP OF
 JD2584'A SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM, IN DIAMETER, PROJECTING,
 JD2584'3 INCHES, 6 CM, ABOVE THE GROUND.  THE STATION IS LOCATED 0.45 METERS
 JD2584'(1.48 FT) W FROM A WITNESS POST.  TO REACH THE AZ MK FROM THE STATION,
 JD2584'GO S ON THE GRAVELED ROAD FOR 0.15 MILE.  (0.24 KM) AT THIS POINT,
 JD2584'WALK W, THROUGH WOODS TO THE S END OF A CLEARING.  CONTINUE W ALONG
 JD2584'THE N EDGE OF THE WOODS TO THE MARK.  TOTAL 0.15 MILE (0.24 KM) OR
 JD2584'ABOUT 250 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0882 ***********************************************************************
 GF0882  DESIGNATION -  JENKINS LOOKOUT TOWER
 GF0882  PID         -  GF0882
 GF0882  STATE/COUNTY-  MO/BARRY
 GF0882  USGS QUAD   -  JENKINS (1974)
 GF0882
 GF0882                         *CURRENT SURVEY CONTROL
 GF0882  ___________________________________________________________________
 GF0882* NAD 83(1997)-  36 49 30.95212(N)    093 43 32.04519(W)     ADJUSTED  
 GF0882* NAVD 88     -                                                        
 GF0882  ___________________________________________________________________
 GF0882  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GF0882  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 GF0882
 GF0882  HORZ ORDER  -  THIRD
 GF0882
 GF0882.The horizontal coordinates were established by classical geodetic methods
 GF0882.and adjusted by the National Geodetic Survey in February 2000..
 GF0882
 GF0882
 GF0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0882
 GF0882.The geoid height was determined by GEOID03.
 GF0882
 GF0882;                    North         East     Units Scale Factor Converg.
 GF0882;SPC MO W     -    73,358.993   919,087.429   MT  0.99999996   +0 27 51.1
 GF0882;SPC MO C     -   110,763.361   390,665.934   MT  1.00008055   -0 44 04.7
 GF0882;UTM  15      - 4,075,734.252   435,293.886   MT  0.99965158   -0 26 05.7
 GF0882
 GF0882                          SUPERSEDED SURVEY CONTROL
 GF0882
 GF0882  NAD 83(1997)-  36 49 30.95278(N)    093 43 32.04486(W) AD(       ) 4
 GF0882  NAD 83(1997)-  36 49 30.95499(N)    093 43 32.04568(W) AD(       ) 4
 GF0882  NAD 83(1997)-  36 49 30.96230(N)    093 43 32.04606(W) AD(       ) 4
 GF0882  NAD 83(1986)-  36 49 30.96411(N)    093 43 32.04524(W) AD(       ) 4
 GF0882  NAD 27      -  36 49 30.74500(N)    093 43 31.33100(W) AD(       ) 3
 GF0882
 GF0882.Superseded values are not recommended for survey control.
 GF0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0882.See file dsdata.txt to determine how the superseded data were derived.
 GF0882
 GF0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3529475734(NAD 83)
 GF0882_MARKER: 57 = LOOKOUT TOWER
 GF0882
 GF0882  HISTORY     - Date     Condition        Report By
 GF0882  HISTORY     - 1961     FIRST OBSERVED   CGS
 GF0882
 GF0882                          STATION DESCRIPTION
 GF0882
 GF0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0882'THE STATION IS THE CENTER OF THE TOP OF THE LOOKOUT TOWER.  IT
 GF0882'IS A FOUR LEGGED WOODEN STRUCTURE WITH A WHITE OBSERVATION
 GF0882'ROOM ON THE TOP AND THE OVERALL HEIGHT IS ABOUT 90 FEET.
 GF0882'IT IS LOCATED 2 MILES NORTHWEST OF THE SMALL VILLAGE OF
 GF0882'LEANN.
 GF0882'
 GF0882'TO REACH FROM THE SKELLY SERVICE STATION IN THE SMALL VILLAGE
 GF0882'OF LEANN, GO NORTH ON STATE HIGHWAY 39 FOR ABOUT 50 FEET TO
 GF0882'A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON A GRAVELED
 GF0882'ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 GF0882'NORTHWEST ON THE GRAVELED ROAD FOR 1.2 MILES TO A SIDE ROAD
 GF0882'LEFT.  TURN LEFT AND GO NORTH FOR 0.8 MILE TO A SIDE ROAD
 GF0882'LEFT AND SIGN JENKINS LOOKOUT TOWER.  TURN LEFT AND GO WEST
 GF0882'FOR 0.2 MILE TO THE LOOKOUT TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0884 ***********************************************************************
 HE0884  DESIGNATION -  JERICHO
 HE0884  PID         -  HE0884
 HE0884  STATE/COUNTY-  MO/CEDAR
 HE0884  USGS QUAD   -  JERICO SPRINGS (1973)
 HE0884
 HE0884                         *CURRENT SURVEY CONTROL
 HE0884  ___________________________________________________________________
 HE0884* NAD 83(1997)-  37 34 51.11940(N)    094 02 10.86550(W)     ADJUSTED  
 HE0884* NAVD 88     -       327.     (meters)    1073.     (feet)  SCALED    
 HE0884  ___________________________________________________________________
 HE0884  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 HE0884  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HE0884
 HE0884  HORZ ORDER  -  FIRST
 HE0884
 HE0884.The horizontal coordinates were established by classical geodetic methods
 HE0884.and adjusted by the National Geodetic Survey in February 2000..
 HE0884
 HE0884.The orthometric height was scaled from a topographic map.
 HE0884
 HE0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0884
 HE0884.The geoid height was determined by GEOID03.
 HE0884
 HE0884;                    North         East     Units Scale Factor Converg.
 HE0884;SPC MO W     -   157,033.066   890,951.774   MT  0.99996183   +0 16 58.0
 HE0884;UTM  15      - 4,159,817.694   408,494.399   MT  0.99970314   -0 37 55.5
 HE0884
 HE0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0884!SPC MO W     -   0.99995349  x   0.99996183  =   0.99991532
 HE0884!UTM  15      -   0.99995349  x   0.99970314  =   0.99965664
 HE0884
 HE0884|---------------------------------------------------------------------|
 HE0884| PID    Reference Object                     Distance      Geod. Az  |
 HE0884|                                                           dddmmss.s |
 HE0884| CQ5806 JERICHO RM 1                         49.678 METERS 10737     |
 HE0884| HD1379 LOCKWOOD MUNICIPAL TANK             APPROX.22.9 KM 1610500.8 |
 HE0884| CQ5805 JERICHO AZ MK                                      1612511.5 |
 HE0884| HE0920 GOLDEN CITY MUNICIPAL TANK          APPROX.21.3 KM 1930856.8 |
 HE0884| CQ5807 JERICHO RM 2                         31.842 METERS 24303     |
 HE0884| HE0977 LAMAR CATHOLIC CHURCH SPIRE         APPROX.23.0 KM 2460355.2 |
 HE0884| HE0895 LAMAR MUNICIPAL STANDPIPE           APPROX.22.4 KM 2470934.2 |
 HE0884| HE0909 NEVADA ST HOSP 3 WATER TANK         APPROX.42.3 KM 3173139.7 |
 HE0884| HE0911 NEVADA ST HOSP 3 TALL STACK         APPROX.42.3 KM 3173229.0 |
 HE0884|---------------------------------------------------------------------|
 HE0884
 HE0884                          SUPERSEDED SURVEY CONTROL
 HE0884
 HE0884  NAD 83(1997)-  37 34 51.12012(N)    094 02 10.86550(W) AD(       ) 1
 HE0884  NAD 83(1997)-  37 34 51.12921(N)    094 02 10.86539(W) AD(       ) 1
 HE0884  NAD 83(1986)-  37 34 51.13087(N)    094 02 10.86333(W) AD(       ) 1
 HE0884  NAD 27      -  37 34 50.97500(N)    094 02 10.06900(W) AD(       ) 1
 HE0884
 HE0884.Superseded values are not recommended for survey control.
 HE0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0884.See file dsdata.txt to determine how the superseded data were derived.
 HE0884
 HE0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0849459818(NAD 83)
 HE0884_MARKER: DS = TRIANGULATION STATION DISK
 HE0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0884
 HE0884  HISTORY     - Date     Condition        Report By
 HE0884  HISTORY     - 1939     MONUMENTED       CGS
 HE0884  HISTORY     - 1960     GOOD             CGS
 HE0884  HISTORY     - 1965     GOOD             CGS
 HE0884
 HE0884                          STATION DESCRIPTION
 HE0884
 HE0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HE0884'APPROXIMATELY 6.7 MILES EAST OF MILFORD, 3 MILES SOUTH AND
 HE0884'1-1/2 MILES WEST OF JERICO SPRINGS, IN THE SOUTHWEST QUARTER
 HE0884'OF SEC. 20, T. 33 N., R. 28 W., ON THE NORTHERN EDGE OF THE
 HE0884'DADE AND CEDAR COUNTY LINE, IN THE SOUTHWEST CORNER OF AN
 HE0884'OLD ORCHARD, ON A LOW FLAT RIDGE, 0.1 MILE EAST OF A FARMHOUSE
 HE0884'AND A SIDE ROAD SOUTH, 70 FEET NORTH OF THE CENTER LINE OF AN
 HE0884'EAST-AND-WEST ROAD, AND 49 FEET NORTH OF AN EAST-AND-WEST
 HE0884'FENCE LINE.  SURFACE MARK IS STAMPED JERICO 1939 AND PROJECTS
 HE0884'6 INCHES ABOVE GROUND.
 HE0884'
 HE0884'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN JERICO
 HE0884'SPRINGS, GO SOUTH 3.0 MILES ON A DIRT ROAD, TURN RIGHT (WEST)
 HE0884'AND GO 1.4 MILES TO THE STATION ON THE RIGHT (NORTH) SIDE
 HE0884'OF ROAD.
 HE0884'
 HE0884'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0884'BRONZE DISKS SET IN CONCRETE.
 HE0884'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH
 HE0884'WHITE WOODEN POSTS PROJECTING 2-1/2 FEET ABOVE GROUND.
 HE0884'
 HE0884'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION IN AN
 HE0884'EAST-WEST FENCE LINE, 21 FEET NORTH OF THE CENTER LINE OF
 HE0884'THE ROAD, IS STAMPED JERICO NO. 1, 1939 AND PROJECTS 4 INCHES
 HE0884'ABOVE GROUND.
 HE0884'
 HE0884'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION IN AN EAST-WEST
 HE0884'FENCE LINE 21 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HE0884'IS STAMPED JERICO NO. 2, 1939 AND PROJECTS 6 INCHES ABOVE
 HE0884'GROUND.
 HE0884'
 HE0884'AZIMUTH MARK IS APPROXIMATELY 1 MILE SOUTH-SOUTHWEST OF THE
 HE0884'STATION IN AN EAST-WEST FENCE LINE, 9 FEET EAST OF A FENCE
 HE0884'CORNER, 22 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 HE0884'ROAD AND DIRECTLY SOUTH OF A FARMHOUSE, IS STAMPED JERICO
 HE0884'1939 AND PROJECTS 6 INCHES ABOVE GROUND.
 HE0884'
 HE0884'TO REACH AZIMUTH MARK FROM THE STATION, GO WEST 0.1 MILE,
 HE0884'TURN LEFT (SOUTH) AND GO 1.0 MILE, TURN LEFT (EAST) AND GO
 HE0884'0.5 MILE TO THE MARK ON RIGHT (SOUTH) SIDE OF ROAD.
 HE0884'
 HE0884'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 HE0884
 HE0884                          STATION RECOVERY (1960)
 HE0884
 HE0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0884'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HE0884'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 HE0884'DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 HE0884'VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND
 HE0884'TO BE 0.04 FEET LONGER THAN THE 1939 DISTANCE AND THE DISTANCE
 HE0884'TO REFERENCE MARK NO. 2 WAS FOUND TO BE 0.07 FEET LONGER
 HE0884'THAN THE 1939 DISTANCE.  THE METERS DID NOT CHECK WITH THE
 HE0884'FEET FOR THE DISTANCE TO REFERENCE MARK NO. 1 IN 1939.
 HE0884'
 HE0884'THE TO REACH IS ADEQUATE.  THE FOLLOWING ARE A FEW ADDITIONAL
 HE0884'MEASUREMENTS.
 HE0884'
 HE0884'THE STATION MARK IS 103 FEET NORTHEAST OF A POWER POLE AND
 HE0884'1 FOOT SOUTH OF A METAL WITNESS POST.
 HE0884'
 HE0884'REFERENCE MARK NO. 1 IS 42.5 FEET NORTHEAST OF A POWER POLE.
 HE0884'
 HE0884'REFERENCE MARK NO. 2 IS 55 FEET NORTHWEST OF THE POWER POLE.
 HE0884'
 HE0884'THE AZIMUTH MARK IS 1.4 FEET EAST OF A METAL WITNESS POST.
 HE0884
 HE0884                          STATION RECOVERY (1965)
 HE0884
 HE0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 HE0884'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HE0884'
 HE0884'THE 1939 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0901 ***********************************************************************
 HC0901  DESIGNATION -  JEROME RESET
 HC0901  PID         -  HC0901
 HC0901  STATE/COUNTY-  MO/PHELPS
 HC0901  USGS QUAD   -  NEWBURG (1992)
 HC0901
 HC0901                         *CURRENT SURVEY CONTROL
 HC0901  ___________________________________________________________________
 HC0901* NAD 83(1997)-  37 55 33.47638(N)    091 59 09.44040(W)     ADJUSTED  
 HC0901* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 HC0901  ___________________________________________________________________
 HC0901  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 HC0901  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HC0901
 HC0901  HORZ ORDER  -  FIRST
 HC0901
 HC0901.The horizontal coordinates were established by classical geodetic methods
 HC0901.and adjusted by the National Geodetic Survey in February 2000..
 HC0901
 HC0901.The orthometric height was scaled from a topographic map.
 HC0901
 HC0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0901
 HC0901.The geoid height was determined by GEOID03.
 HC0901
 HC0901;                    North         East     Units Scale Factor Converg.
 HC0901;SPC MO C     -   232,339.884   545,192.268   MT  0.99995848   +0 18 57.5
 HC0901;UTM  15      - 4,198,085.574   589,120.962   MT  0.99969782   +0 37 23.9
 HC0901
 HC0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0901!SPC MO C     -   0.99996231  x   0.99995848  =   0.99992079
 HC0901!UTM  15      -   0.99996231  x   0.99969782  =   0.99966014
 HC0901
 HC0901|---------------------------------------------------------------------|
 HC0901| PID    Reference Object                     Distance      Geod. Az  |
 HC0901|                                                           dddmmss.s |
 HC0901| CQ5810 JEROME RM 2                          63.932 METERS 02957     |
 HC0901| HC0903 TULSA ST LOUIS AWY BCN 59           APPROX. 2.0 KM 0765816.8 |
 HC0901| CQ5811 JEROME RM 3                           8.903 METERS 13139     |
 HC0901| CQ5808 JEROME AZ MK                                       2853602.2 |
 HC0901| CQ5809 JEROME RM 1                          63.886 METERS 32318     |
 HC0901|---------------------------------------------------------------------|
 HC0901
 HC0901                          SUPERSEDED SURVEY CONTROL
 HC0901
 HC0901  NAD 83(1986)-  37 55 33.49092(N)    091 59 09.43793(W) AD(       ) 1
 HC0901  NAD 27      -  37 55 33.34400(N)    091 59 08.85200(W) AD(       ) 1
 HC0901
 HC0901.Superseded values are not recommended for survey control.
 HC0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0901.See file dsdata.txt to determine how the superseded data were derived.
 HC0901
 HC0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8912198086(NAD 83)
 HC0901_MARKER: DD = SURVEY DISK
 HC0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0901
 HC0901  HISTORY     - Date     Condition        Report By
 HC0901  HISTORY     - 1946     MONUMENTED       CGS
 HC0901  HISTORY     - 1979     GOOD             NGS
 HC0901
 HC0901                          STATION DESCRIPTION
 HC0901
 HC0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HC0901'STATION IS LOCATED IN THE VICINITY OF THE NORTHWEST END OF THE
 HC0901'PROPOSED ARLLINGTON DAM, ON THE EASTERN END OF A RIDGE AND ABOUT
 HC0901'0.35 MILE WEST OF THE VILLAGE OF JEROME, VERY NEAR THE EAST SIDE
 HC0901'CENTER OF THE SE 1/4 SEC. 14, T 37 N., R. 10 W., ON PROPERTY OWNED
 HC0901'BY MR. H.W. WICHMAN.  STATION MARK IS 2-1/2 FEET SOUTH OF
 HC0901'FENCELINE, 7 FEET SOUTH-SOUTHWEST OF A WITNESS POST, 47 FEET
 HC0901'NORTH OF A SHED AND 31 PACES EAST OF WEST POST OF GATE.  THE
 HC0901'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED JEROME 1946.
 HC0901'
 HC0901'REFERENCE MARK NO. 1 IS 209.60 FEET NORTHWEST OF STATION, 1-1/2 FEET
 HC0901'WEST OF FENCELINE, 62 FEET SOUTH OF A LARGE OAK TREE.  THE MARK
 HC0901'PROJECTS 5 INCHES AND THE DISK IS STAMPED JEROME NO 1 1946.
 HC0901'
 HC0901'REFERENCE MARK NO. 2 IS 209.80 FEET EAST-NORTHEAST OF STATION, 1
 HC0901'FOOT EAST OF FENCELINE, 17 PACES SOUTH OF GATE AND WALK TO HOUSE,
 HC0901'18 FEET SOUTH OF SMALL CEDAR TREE.  THE MARK PROJECTS 2 INCHES AND
 HC0901'THE DISK IS STAMPED JEROME NO 2 1946.
 HC0901'
 HC0901'AZIMUTH MARK IS APPROX. 0.6 MILE WEST OF STATION, ON THE
 HC0901'WEST-NORTHWEST SIDE OF ROUTE D, 32 FEET NORTH OF CENTERLINE OF
 HC0901'ROAD, 2 FEET SOUTH OF FENCELINE, 3-1/2 FEET EAST OF WITNESS POST.
 HC0901'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED JEROME 1946.
 HC0901'
 HC0901'TO REACH FROM JUNCTION OF U.S. HIGHWAY NO. 66 AND STATE ROUTE D
 HC0901'(JEROME ROAD) JUST WEST OF THE BRIDGE OVER THE GASCONADE RIVER
 HC0901'AT ARLINGTON, BY GOING NORTH ON ROUTE D (PASSING THROUGH JEROME)
 HC0901'FOR 1.6 MILE NEAR TOP OF A GRADE AND DRIVEWAY ON THE LEFT TO FARM
 HC0901'YARD.  PROCEED INTO YARD AND TO THE GATE IN THE SOUTHWEST CORNER
 HC0901'OF THE YARD AND STATION SITE.  AZIMUTH MARK REACHED FROM
 HC0901'DRIVEWAY AND ENTRANCE TO THE H.W. WICHMAN FARM PROPERTY BY GOING
 HC0901'WEST ON STATE ROUTE D FOR 0.6 MILE TO MARK ON THE RIGHT.
 HC0901'
 HC0901'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HC0901
 HC0901                          STATION RECOVERY (1979)
 HC0901
 HC0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HC0901'RM 2 TO RM 3 OBSTRUCTED.  AZIMUTH MARK NO LONGER V.G.
 HC0901'
 HC0901'UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 HC0901'RECOVERED IN GOOD CONDITION.  SURFACE STATION MARK HAD BEEN DOZED OUT
 HC0901'AND REFERENCE MARK 1 WAS NOT FOUND.  THE AZIMUTH MARK IS NO LONGER
 HC0901'GROUND VISIBLE AND THERE IS NO SUITABLE LOCATION FOR ANOTHER AT THIS
 HC0901'TIME, DUE TO TREE GROWTH AND BUILDINGS.  AS THE UNDERGROUND MARK WAS
 HC0901'FOUND 12 INCHES BELOW GROUND, IT WAS LOWERED TO 30 INCHES BELOW THE
 HC0901'SURFACE.  A NEW SURFACE MARK WAS SET 15 INCHES BELOW THE SURFACE AS
 HC0901'THERE MAY BE ADDITIONAL GRADING FOR A BALL FIELD AT THE STATION
 HC0901'SITE.  REFERENCE MARK 3 WAS ALSO ESTABLISHED.  THE DISTANCE TO
 HC0901'REFERENCE MARK 2 WAS 0.015 METER SHORTER THAN 1946 DATA.  A NEW
 HC0901'DESCRIPTION FOLLOWS.
 HC0901'
 HC0901'STATION IS LOCATED ABOUT 1/4 MILE WEST OF THE SETTLEMENT OF JEROME,
 HC0901'0.1 MILE SOUTH OF STATE ROAD D, IN THE SE 1/4, SEC 14, T 37 N, R 10 W,
 HC0901'AND ON PROPERTY OWNED BY THE APOSTOLIC FAITH CHURCH, HURLEY ARTHUR,
 HC0901'PASTOR, TELEPHONE 346-4032 IN ROLLA, MISSOURI.
 HC0901'
 HC0901'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 44 AND
 HC0901'STATE ROAD D AT JEROME, GO NORTH ON STATE ROAD D FOR 2.5 MILES,
 HC0901'PASSING THROUGH JEROME, TO THE CREST OF A RIDGE AND THE CHURCH ON THE
 HC0901'LEFT.  TURN LEFT AND GO SOUTH FOR 0.05 MILE TO THE SOUTHEAST CORNER OF
 HC0901'THE PARKING LOT, THEN RIGHT AND WEST FOR 0.05 MILE TO A HOUSE.  TURN
 HC0901'LEFT AND GO SOUTH FOR 0.05 MILE TO THE STATION.
 HC0901'
 HC0901'TO REACH THE AZIMUTH MARK FROM THE CHURCH, GO WEST ON STATE ROAD D
 HC0901'FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 HC0901'
 HC0901'STATION MARKS ARE STANDARD DISKS, STAMPED---JEROME 1946 1979---SET
 HC0901'IN IRREGULAR MASSES OF CONCRETE.  UPPER MARK IS 15 INCHES BELOW THE
 HC0901'SURFACE AND THE UNDERGROUND MARK IS 30 INCHES BELOW THE SURFACE.  THE
 HC0901'MARKS ARE 262.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HC0901'HOUSE, 246.0 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY AND 29.0
 HC0901'FEET WEST OF A WITNESS POST.  A WITNESS POST WAS ALSO PLACED OVER THE
 HC0901'MARKS.
 HC0901'
 HC0901'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---JEROME NO 2 1946---
 HC0901'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 59.5
 HC0901'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 44.5 FEET
 HC0901'SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 43.0 FEET WEST OF THE
 HC0901'SOUTHWEST CORNER OF A TIN GARAGE AND 1.0 FOOT SOUTH OF A WITNESS POST.
 HC0901'
 HC0901'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---JEROME 1946 NO 3
 HC0901'1979---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2
 HC0901'INCHES.  IT IS 273.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HC0901'HOUSE AND 1.0 FOOT NORTHWEST OF A WITNESS POST.
 HC0901'
 HC0901'AZIMUTH MARK IS A STANDARD DISK, STAMPED---JEROME 1946---SET IN THE
 HC0901'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 32.5 FEET
 HC0901'NORTH OF THE CENTERLINE OF ROAD D AND 2.5 FEET SOUTH OF A FENCE AND A
 HC0901'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2813 ***********************************************************************
 JD2813  DESIGNATION -  JESSPORT
 JD2813  PID         -  JD2813
 JD2813  STATE/COUNTY-  MO/COOPER
 JD2813  USGS QUAD   -  BOONVILLE (1979)
 JD2813
 JD2813                         *CURRENT SURVEY CONTROL
 JD2813  ___________________________________________________________________
 JD2813* NAD 83(1997)-  38 56 42.30129(N)    092 40 58.86934(W)     ADJUSTED  
 JD2813* NAVD 88     -       217.3    (meters)     713.     (feet)  VERTCON   
 JD2813  ___________________________________________________________________
 JD2813  X           -    -232,521.586 (meters)                     COMP
 JD2813  Y           -  -4,961,860.073 (meters)                     COMP
 JD2813  Z           -   3,987,693.293 (meters)                     COMP
 JD2813  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JD2813  ELLIP HEIGHT-         184.55  (meters)          (02/17/00) GPS OBS
 JD2813  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JD2813
 JD2813  HORZ ORDER  -  THIRD
 JD2813  ELLP ORDER  -  FOURTH    CLASS I
 JD2813
 JD2813.This mark is at Jesse Viertel Mem Airport (VER)
 JD2813
 JD2813.The horizontal coordinates were established by GPS observations
 JD2813.and adjusted by the National Geodetic Survey in February 2000..
 JD2813
 JD2813.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2813
 JD2813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2813
 JD2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2813
 JD2813.The ellipsoidal height was determined by GPS observations
 JD2813.and is referenced to NAD 83.
 JD2813
 JD2813.The geoid height was determined by GEOID03.
 JD2813
 JD2813;                    North         East     Units Scale Factor Converg.
 JD2813;SPC MO C     -   345,350.596   484,134.503   MT  0.99993643   -0 06 54.1
 JD2813;UTM  15      - 4,310,730.252   527,469.152   MT  0.99960929   +0 11 57.3
 JD2813
 JD2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2813!SPC MO C     -   0.99997105  x   0.99993643  =   0.99990748
 JD2813!UTM  15      -   0.99997105  x   0.99960929  =   0.99958035
 JD2813
 JD2813|---------------------------------------------------------------------|
 JD2813| PID    Reference Object                     Distance      Geod. Az  |
 JD2813|                                                           dddmmss.s |
 JD2813| JD2418 X 330                               292.952 METERS 20048     |
 JD2813|---------------------------------------------------------------------|
 JD2813
 JD2813                          SUPERSEDED SURVEY CONTROL
 JD2813
 JD2813  NAD 83(1986)-  38 56 42.31115(N)    092 40 58.87319(W) AD(       ) 3
 JD2813  NGVD 29 (10/04/91)  217.3    (m)          713.     (f) GPS OBS        
 JD2813
 JD2813.Superseded values are not recommended for survey control.
 JD2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2813.See file dsdata.txt to determine how the superseded data were derived.
 JD2813
 JD2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2746910730(NAD 83)
 JD2813_MARKER: I = METAL ROD
 JD2813_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JD2813_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JD2813_STAMPING: JESSPORT 1991
 JD2813_MARK LOGO: NGS   
 JD2813_PROJECTION: FLUSH
 JD2813_MAGNETIC: I = MARKER IS A STEEL ROD
 JD2813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2813+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JD2813_ROD/PIPE-DEPTH: 7.3  meters
 JD2813_SLEEVE-DEPTH  : 1.0 meters
 JD2813
 JD2813  HISTORY     - Date     Condition        Report By
 JD2813  HISTORY     - 1991     MONUMENTED       NGS
 JD2813
 JD2813                          STATION DESCRIPTION
 JD2813
 JD2813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JD2813'STATION IS LOCATED ABOUT 1.0 KM (0.6 MI) NORTH OF INTERSTATE HIGHWAY
 JD2813'70, NEAR THE SOUTHEAST CORNER OF BOONVILLE, AT THE JESSE VIERTEL
 JD2813'MEMORIAL AIRPORT.  OWNERSHIP--CITY OF BOONVILLE, CITY HALL,
 JD2813'BOONVILLE, MO 65233. AIRPORT MANAGER IS DAVE BRADLEY, PHONE
 JD2813'816-882-2332, 882-7414.
 JD2813'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND STATE
 JD2813'ROUTE 87, EXIT 106 NEAR THE SOUTHEAST CORNER OF BOONVILLE, GO NORTH
 JD2813'ON STATE ROUTE 87 FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF PEARRE
 JD2813'ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON PEARRE ROAD FOR 0.88 KM
 JD2813'(0.55 MI) TO THE AIRPORT OFFICE AND ACCESS GATE.  PASS THROUGH GATE
 JD2813'AND GO NORTH ON APRON PAST HANGARS ON THE LEFT FOR 0.24 KM (0.15 MI)
 JD2813'TO THE NORTHERN TAXI APPROACH.  TURN RIGHT ON TAXI APPROACH FOR 0.1 KM
 JD2813'(0.1 MI) TO THE STATION ON THE LEFT BEFORE REACHING RUNWAY.
 JD2813'STATION IS 28.6 M (93.8 FT) WEST OF CENTER OF RUNWAY, 13.3 M
 JD2813'(43.6 FT) NORTH OF THE NORTH EDGE OF TAXI APPROACH, AND 8.9 M
 JD2813'(29.2 FT) NORTH-NORTHWEST OF A RUNWAY LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2814 ***********************************************************************
 JD2814  DESIGNATION -  JESSPORT AZ MK
 JD2814  PID         -  JD2814
 JD2814  STATE/COUNTY-  MO/COOPER
 JD2814  USGS QUAD   -  BOONVILLE (1979)
 JD2814
 JD2814                         *CURRENT SURVEY CONTROL
 JD2814  ___________________________________________________________________
 JD2814* NAD 83(1997)-  38 57 00.26368(N)    092 40 57.75243(W)     ADJUSTED  
 JD2814* NAVD 88     -       216.0    (meters)     709.     (feet)  VERTCON   
 JD2814  ___________________________________________________________________
 JD2814  X           -    -232,478.371 (meters)                     COMP
 JD2814  Y           -  -4,961,512.460 (meters)                     COMP
 JD2814  Z           -   3,988,123.247 (meters)                     COMP
 JD2814  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JD2814  ELLIP HEIGHT-         183.20  (meters)          (02/17/00) GPS OBS
 JD2814  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JD2814
 JD2814  HORZ ORDER  -  THIRD
 JD2814  ELLP ORDER  -  FOURTH    CLASS I
 JD2814
 JD2814.This mark is at Jesse Viertel Mem Airport (VER)
 JD2814
 JD2814.The horizontal coordinates were established by GPS observations
 JD2814.and adjusted by the National Geodetic Survey in February 2000..
 JD2814
 JD2814.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2814
 JD2814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2814
 JD2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2814
 JD2814.The ellipsoidal height was determined by GPS observations
 JD2814.and is referenced to NAD 83.
 JD2814
 JD2814.The geoid height was determined by GEOID03.
 JD2814
 JD2814;                    North         East     Units Scale Factor Converg.
 JD2814;SPC MO C     -   345,904.419   484,162.509   MT  0.99993642   -0 06 53.5
 JD2814;UTM  15      - 4,311,284.039   527,494.111   MT  0.99960931   +0 11 58.1
 JD2814
 JD2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2814!SPC MO C     -   0.99997126  x   0.99993642  =   0.99990768
 JD2814!UTM  15      -   0.99997126  x   0.99960931  =   0.99958058
 JD2814
 JD2814:                Primary Azimuth Mark                     Grid Az
 JD2814:SPC MO C     -  JESSPORT                                 182 53 41.4
 JD2814:UTM  15      -  JESSPORT                                 182 34 49.8
 JD2814
 JD2814|---------------------------------------------------------------------|
 JD2814| PID    Reference Object                     Distance      Geod. Az  |
 JD2814|                                                           dddmmss.s |
 JD2814| JD2813 JESSPORT                            APPROX. 0.6 KM 1824647.9 |
 JD2814|---------------------------------------------------------------------|
 JD2814
 JD2814                          SUPERSEDED SURVEY CONTROL
 JD2814
 JD2814  NAD 83(1986)-  38 57 00.27354(N)    092 40 57.75628(W) AD(       ) 3
 JD2814  NGVD 29 (10/04/91)  215.9    (m)          708.     (f) GPS OBS        
 JD2814
 JD2814.Superseded values are not recommended for survey control.
 JD2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2814.See file dsdata.txt to determine how the superseded data were derived.
 JD2814
 JD2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2749411284(NAD 83)
 JD2814_MARKER: I = METAL ROD
 JD2814_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JD2814_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JD2814_STAMPING: JESSPORT AZ MK 1991
 JD2814_MARK LOGO: NGS   
 JD2814_PROJECTION: FLUSH
 JD2814_MAGNETIC: I = MARKER IS A STEEL ROD
 JD2814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2814+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JD2814_ROD/PIPE-DEPTH: 7.6  meters
 JD2814_SLEEVE-DEPTH  : 1.0 meters
 JD2814
 JD2814  HISTORY     - Date     Condition        Report By
 JD2814  HISTORY     - 1991     MONUMENTED       NGS
 JD2814
 JD2814                          STATION DESCRIPTION
 JD2814
 JD2814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JD2814'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF BOONVILLE, AT THE
 JD2814'JESSE VIERTEL MEMORIAL AIRPORT.  OWNERSHIP--CITY OF BOONVILLE, CITY
 JD2814'HALL, BOONVILLE, MO 65233. AIRPORT MANAGER IS DAVE BRADLEY, PHONE
 JD2814'816-882-2332, 882-7414.
 JD2814'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 JD2814'STATE ROUTE 87, EXIT 106 NEAR THE SOUTHEAST CORNER OF BOONVILLE, GO
 JD2814'NORTH ON STATE ROUTE 87 FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF
 JD2814'PEARRE ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON PEARRE ROAD FOR 0.88
 JD2814'KM (0.55 MI) TO THE AIRPORT OFFICE AND ACCESS GATE.  PASS THROUGH
 JD2814'GATE AND TURN RIGHT, EAST, ON APRON AND SOUTHERN TAXI APPROACH FOR
 JD2814'1.0 KM (0.6 MI) TO THE JUNCTION OF RUNWAY. TURN LEFT, NORTH, ALONG
 JD2814'WEST SIDE OF RUNWAY FOR 0.88 KM (0.55 MI) TO THE STATION ON THE LEFT.
 JD2814'STATION IS LOCATED 33.5 M (109.9 FT) WEST OF THE CENTER OF THE RUNWAY,
 JD2814'11.0 M (36.1 FT) SOUTH OF THE SOUTHWEST CORNER OF ASPHALT TURNAROUND,
 JD2814'AND 0.3 M (1.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1733 ***********************************************************************
 JD1733  DESIGNATION -  JFS 64
 JD1733  PID         -  JD1733
 JD1733  STATE/COUNTY-  MO/ST CLAIR
 JD1733  USGS QUAD   -  OHIO (1961)
 JD1733
 JD1733                         *CURRENT SURVEY CONTROL
 JD1733  ___________________________________________________________________
 JD1733* NAD 83(1986)-  38 11 05.     (N)    093 52 05.     (W)     SCALED    
 JD1733* NAVD 88     -       245.514  (meters)     805.49   (feet)  ADJUSTED  
 JD1733  ___________________________________________________________________
 JD1733  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JD1733  DYNAMIC HT  -         245.339 (meters)     804.92  (feet)  COMP
 JD1733  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 JD1733
 JD1733  VERT ORDER  -  SECOND    CLASS 0
 JD1733
 JD1733.The horizontal coordinates were scaled from a topographic map and have
 JD1733.an estimated accuracy of +/- 6 seconds.
 JD1733
 JD1733.The orthometric height was determined by differential leveling
 JD1733.and adjusted by the National Geodetic Survey in June 1991..
 JD1733
 JD1733.The geoid height was determined by GEOID03.
 JD1733
 JD1733.The dynamic height is computed by dividing the NAVD 88
 JD1733.geopotential number by the normal gravity value computed on the
 JD1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1733.degrees latitude (g = 980.6199 gals.).
 JD1733
 JD1733.The modeled gravity was interpolated from observed gravity values.
 JD1733
 JD1733;                    North         East    Units  Estimated Accuracy
 JD1733;SPC MO W     -   224,140.      905,360.      MT  (+/- 180 meters Scaled)
 JD1733
 JD1733                          SUPERSEDED SURVEY CONTROL
 JD1733
 JD1733  NGVD 29 (??/??/92)  245.409  (m)          805.15   (f) ADJ UNCH    2 0
 JD1733
 JD1733.Superseded values are not recommended for survey control.
 JD1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1733.See file dsdata.txt to determine how the superseded data were derived.
 JD1733
 JD1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC239266(NAD 83)
 JD1733_MARKER: DD = SURVEY DISK
 JD1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1733_STAMPING: JFS 64 805 1958
 JD1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1733+STABILITY: SURFACE MOTION
 JD1733
 JD1733  HISTORY     - Date     Condition        Report By
 JD1733  HISTORY     - 1958     MONUMENTED       USGS
 JD1733  HISTORY     - 1963     GOOD             NGS
 JD1733
 JD1733                          STATION DESCRIPTION
 JD1733
 JD1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1733'10.4 MI E FROM APPLETON CITY.
 JD1733'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM THE MISSOURI
 JD1733'KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY, THENCE 0.25
 JD1733'MILE SOUTH ALONG STATE ROAD A, THENCE 4.0 MILES EAST ALONG STATE
 JD1733'ROAD AA, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 JD1733'3.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.55 MILE SOUTH
 JD1733'ALONG A GRAVELED ROAD OR 1.0 MILE WEST ALONG STATE ROAD A FROM
 JD1733'THE STORE AND SERVICE STATION AT OHIO, THENCE 1.95 MILES NORTH
 JD1733'ALONG A GRAVELED ROAD, 350 FEET SOUTH-SOUTHEAST OF AND ACROSS
 JD1733'THE ROAD FROM A FARMHOUSE, 47 1/2 FEET NORTH-NORTHEAST OF A
 JD1733'LONE 32-INCH ELM TREE, 20 FEET WEST OF THE CENTERLINE OF THE
 JD1733'ROAD, 10 FEET SOUTH OF THE CENTER LINE OF A FIELD GATE, 1 1/2
 JD1733'FEET SOUTHEAST OF THE SOUTH GATE POST, ABOUT 1 FOOT ABOVE THE
 JD1733'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD1733'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1735 ***********************************************************************
 JD1735  DESIGNATION -  JFS 65
 JD1735  PID         -  JD1735
 JD1735  STATE/COUNTY-  MO/ST CLAIR
 JD1735  USGS QUAD   -  OHIO (1961)
 JD1735
 JD1735                         *CURRENT SURVEY CONTROL
 JD1735  ___________________________________________________________________
 JD1735* NAD 83(1986)-  38 09 23.     (N)    093 52 10.     (W)     SCALED    
 JD1735* NAVD 88     -       257.917  (meters)     846.18   (feet)  ADJUSTED  
 JD1735  ___________________________________________________________________
 JD1735  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JD1735  DYNAMIC HT  -         257.732 (meters)     845.58  (feet)  COMP
 JD1735  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 JD1735
 JD1735  VERT ORDER  -  SECOND    CLASS 0
 JD1735
 JD1735.The horizontal coordinates were scaled from a topographic map and have
 JD1735.an estimated accuracy of +/- 6 seconds.
 JD1735
 JD1735.The orthometric height was determined by differential leveling
 JD1735.and adjusted by the National Geodetic Survey in June 1991..
 JD1735
 JD1735.The geoid height was determined by GEOID03.
 JD1735
 JD1735.The dynamic height is computed by dividing the NAVD 88
 JD1735.geopotential number by the normal gravity value computed on the
 JD1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1735.degrees latitude (g = 980.6199 gals.).
 JD1735
 JD1735.The modeled gravity was interpolated from observed gravity values.
 JD1735
 JD1735;                    North         East    Units  Estimated Accuracy
 JD1735;SPC MO W     -   221,000.      905,260.      MT  (+/- 180 meters Scaled)
 JD1735
 JD1735                          SUPERSEDED SURVEY CONTROL
 JD1735
 JD1735  NGVD 29 (??/??/92)  257.811  (m)          845.83   (f) ADJ UNCH    2 0
 JD1735
 JD1735.Superseded values are not recommended for survey control.
 JD1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1735.See file dsdata.txt to determine how the superseded data were derived.
 JD1735
 JD1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC238235(NAD 83)
 JD1735_MARKER: DD = SURVEY DISK
 JD1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1735_STAMPING: JFS 65 846 1958
 JD1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1735+STABILITY: SURFACE MOTION
 JD1735
 JD1735  HISTORY     - Date     Condition        Report By
 JD1735  HISTORY     - 1958     MONUMENTED       USGS
 JD1735  HISTORY     - 1963     GOOD             NGS
 JD1735
 JD1735                          STATION DESCRIPTION
 JD1735
 JD1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1735'1 MI W FROM OHIO.
 JD1735'ABOUT 1.0 MILE WEST ALONG STATE ROAD A FROM THE STORE AND
 JD1735'SERVICE STATION AT OHIO, 239 FEET NORTH OF THE CENTER LINE OF
 JD1735'THE ROAD, NORTHEAST AND ACROSS GRAVELED ROAD FROM AN ABANDONED
 JD1735'FARMHOUSE, 29 FEET SOUTH OF A BRACED POWER POLE, 20 FEET EAST
 JD1735'OF THE CENTER LINE OF THE ROAD, 10 FEET NORTH OF THE CENTER LINE
 JD1735'OF A GATE TO A BARNYARD, 1 FOOT NORTHWEST OF THE NORTH GATE
 JD1735'POST, 1.0 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN
 JD1735'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1761 ***********************************************************************
 JD1761  DESIGNATION -  JFS 66
 JD1761  PID         -  JD1761
 JD1761  STATE/COUNTY-  MO/ST CLAIR
 JD1761  USGS QUAD   -  OHIO (1961)
 JD1761
 JD1761                         *CURRENT SURVEY CONTROL
 JD1761  ___________________________________________________________________
 JD1761* NAD 83(1986)-  38 07 37.     (N)    093 52 15.     (W)     SCALED    
 JD1761* NAVD 88     -       260.574  (meters)     854.90   (feet)  ADJUSTED  
 JD1761  ___________________________________________________________________
 JD1761  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1761  DYNAMIC HT  -         260.386 (meters)     854.28  (feet)  COMP
 JD1761  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 JD1761
 JD1761  VERT ORDER  -  SECOND    CLASS 0
 JD1761
 JD1761.The horizontal coordinates were scaled from a topographic map and have
 JD1761.an estimated accuracy of +/- 6 seconds.
 JD1761
 JD1761.The orthometric height was determined by differential leveling
 JD1761.and adjusted by the National Geodetic Survey in June 1991..
 JD1761
 JD1761.The geoid height was determined by GEOID03.
 JD1761
 JD1761.The dynamic height is computed by dividing the NAVD 88
 JD1761.geopotential number by the normal gravity value computed on the
 JD1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1761.degrees latitude (g = 980.6199 gals.).
 JD1761
 JD1761.The modeled gravity was interpolated from observed gravity values.
 JD1761
 JD1761;                    North         East    Units  Estimated Accuracy
 JD1761;SPC MO W     -   217,730.      905,160.      MT  (+/- 180 meters Scaled)
 JD1761
 JD1761                          SUPERSEDED SURVEY CONTROL
 JD1761
 JD1761  NGVD 29 (??/??/92)  260.464  (m)          854.54   (f) ADJ UNCH    2 0
 JD1761
 JD1761.Superseded values are not recommended for survey control.
 JD1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1761.See file dsdata.txt to determine how the superseded data were derived.
 JD1761
 JD1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC236202(NAD 83)
 JD1761_MARKER: DD = SURVEY DISK
 JD1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1761_STAMPING: JFS 66 1958
 JD1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1761+STABILITY: SURFACE MOTION
 JD1761
 JD1761  HISTORY     - Date     Condition        Report By
 JD1761  HISTORY     - 1958     MONUMENTED       USGS
 JD1761  HISTORY     - 1963     GOOD             NGS
 JD1761
 JD1761                          STATION DESCRIPTION
 JD1761
 JD1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1761'4.3 MI ENE FROM JOHNSON CITY.
 JD1761'ABOUT 0.8 MILE NORTH ALONG STATE ROAD M FROM THE C.L. PIEPMEIER
 JD1761'SOTRE AT JOHNSON CITY, THENCE 0.95 MILE EAST ALONG A GRAVELED ROAD,
 JD1761'THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST
 JD1761'ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG A GRAVELED ROAD,
 JD1761'THENCE 1.0 MILE EAST ALONG AN UNGRADED DIRT ROAD, AT THE JUNCTION
 JD1761'OF THE DIRT ROAD AND A GRAVELED ROAD, 40 FEET EAST OF THE CENTER
 JD1761'LINE OF THE GRAVELED ROAD, 24 FEET NORTHEAST OF A POWER POLE, IN
 JD1761'LINE WITH THE CENTER OF THE UNGRADED DIRT ROAD WEST, 2.0 FEET
 JD1761'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 JD1761'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1761'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0589 ***********************************************************************
 HC0589  DESIGNATION -  JJ 225
 HC0589  PID         -  HC0589
 HC0589  STATE/COUNTY-  MO/PHELPS
 HC0589  USGS QUAD   -  YANCY MILLS (1982)
 HC0589
 HC0589                         *CURRENT SURVEY CONTROL
 HC0589  ___________________________________________________________________
 HC0589* NAD 83(1986)-  37 45 38.     (N)    091 51 26.     (W)     SCALED    
 HC0589* NAVD 88     -       343.851  (meters)    1128.12   (feet)  ADJUSTED  
 HC0589  ___________________________________________________________________
 HC0589  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HC0589  DYNAMIC HT  -         343.588 (meters)    1127.26  (feet)  COMP
 HC0589  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 HC0589
 HC0589  VERT ORDER  -  FIRST     CLASS II
 HC0589
 HC0589.The horizontal coordinates were scaled from a topographic map and have
 HC0589.an estimated accuracy of +/- 6 seconds.
 HC0589
 HC0589.The orthometric height was determined by differential leveling
 HC0589.and adjusted by the National Geodetic Survey in June 1991..
 HC0589
 HC0589.The geoid height was determined by GEOID03.
 HC0589
 HC0589.The dynamic height is computed by dividing the NAVD 88
 HC0589.geopotential number by the normal gravity value computed on the
 HC0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0589.degrees latitude (g = 980.6199 gals.).
 HC0589
 HC0589.The modeled gravity was interpolated from observed gravity values.
 HC0589
 HC0589;                    North         East    Units  Estimated Accuracy
 HC0589;SPC MO C     -   214,050.      556,640.      MT  (+/- 180 meters Scaled)
 HC0589
 HC0589                          SUPERSEDED SURVEY CONTROL
 HC0589
 HC0589  NGVD 29 (10/05/93)  343.773  (m)         1127.86   (f) ADJUSTED    1 2
 HC0589
 HC0589.Superseded values are not recommended for survey control.
 HC0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0589.See file dsdata.txt to determine how the superseded data were derived.
 HC0589
 HC0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB006798(NAD 83)
 HC0589_MARKER: DB = BENCH MARK DISK
 HC0589_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HC0589_SP_SET: HEADWALL
 HC0589_STAMPING: JJ 225 1949
 HC0589_MARK LOGO: CGS   
 HC0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0589+STABILITY: SURFACE MOTION
 HC0589
 HC0589  HISTORY     - Date     Condition        Report By
 HC0589  HISTORY     - 1949     MONUMENTED       CGS
 HC0589  HISTORY     - 1984     GOOD             NGS
 HC0589  HISTORY     - 1984     GOOD             NGS
 HC0589  HISTORY     - 19890718 GOOD             NGS
 HC0589
 HC0589                          STATION DESCRIPTION
 HC0589
 HC0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0589'15 MI S FROM ROLLA.
 HC0589'ABOUT 15.00 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION
 HC0589'OF U.S. HIGHWAY 66 IN WEST ROLLA, ABOUT 0.95 MILES SOUTH OF THE
 HC0589'PHILADELPHIA CHURCH, 25 FEET SOUTHWEST OF THE CENTER LINE OF
 HC0589'THE HIGHWAY, 18 FEET EAST OF A 16-INCH HICKORY TREE, 0.5
 HC0589'FOOT SOUTHEAST OF THE NORTHWEST END OF A 4 FOOT CONCRETE BOX
 HC0589'CULVERT AND SET IN THE TOP OF THE CULVERT AND ABOUT 4 FEET
 HC0589'BELOW THE LEVEL OF THE HIGHWAY.
 HC0589
 HC0589                          STATION RECOVERY (1984)
 HC0589
 HC0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HC0589'7.00 KM (4.35 MI) NORTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE IN
 HC0589'EDGAR SPRINGS, THENCE SHARP RIGHT AND SOUTH ALONG AN OLD ALIGNMENT OF
 HC0589'THE HIGHWAY FOR 0.24 KM (0.15 MI) TO THE MARK IN THE CENTER OF THE
 HC0589'TOP OF THE EAST OF A CULVERT.
 HC0589
 HC0589                          STATION RECOVERY (1984)
 HC0589
 HC0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HC0589'7.00 KM (4.35 MI) NORTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE IN
 HC0589'EDGAR SPRINGS, THENCE SHARP RIGHT AND SOUTH ALONG AN OLD ALIGNMENT OF
 HC0589'THE HIGHWAY FOR 0.24 KM (0.15 MI) TO THE MARK IN THE CENTER OF THE
 HC0589'TOP OF THE EAST OF A CULVERT.
 HC0589
 HC0589                          STATION RECOVERY (1989)
 HC0589
 HC0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0589'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  26.6 KM
 HC0589'(16.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 HC0589'INTERSTATE HIGHWAY 44 IN ROLLA, THENCE 0.3 KM (0.2 MI) SOUTHEASTERLY
 HC0589'ALONG A PAVED ROAD, IN TOP OF AND 0.2 M (0.7 FT) SOUTHEAST OF THE
 HC0589'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A BOX CULVERT,
 HC0589'22.0 M (72.2 FT) SOUTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY, 7.6
 HC0589'M (24.9 FT) SOUTHWEST OF THE CENTER OF THE ROAD, AND 1.2 M (3.9 FT)
 HC0589'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9634 ***********************************************************************
 AD9634  SACS        -  This is a Secondary Airport Control Station.
 AD9634  DESIGNATION -  JLN M
 AD9634  PID         -  AD9634
 AD9634  STATE/COUNTY-  MO/JASPER
 AD9634  USGS QUAD   -  WEBB CITY (1975)
 AD9634
 AD9634                         *CURRENT SURVEY CONTROL
 AD9634  ___________________________________________________________________
 AD9634* NAD 83(1997)-  37 08 34.63747(N)    094 30 00.09762(W)     ADJUSTED  
 AD9634* NAVD 88     -       300.04   (meters)     984.4    (feet)  GPS OBS   
 AD9634  ___________________________________________________________________
 AD9634  X           -    -399,409.804 (meters)                     COMP
 AD9634  Y           -  -5,074,952.035 (meters)                     COMP
 AD9634  Z           -   3,830,214.772 (meters)                     COMP
 AD9634  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AD9634  ELLIP HEIGHT-         270.28  (meters)          (02/28/00) GPS OBS
 AD9634  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AD9634
 AD9634  HORZ ORDER  -  FIRST
 AD9634  ELLP ORDER  -  FOURTH    CLASS I
 AD9634
 AD9634.This mark is at Joplin Regional Airport (JLN)
 AD9634
 AD9634.The horizontal coordinates were established by GPS observations
 AD9634.and adjusted by the National Geodetic Survey in February 2000..
 AD9634
 AD9634.The orthometric height was determined by GPS observations and a
 AD9634.high-resolution geoid model.
 AD9634
 AD9634.GPS derived orthometric heights for airport stations designated as
 AD9634.PACS or SACS are published to 2 decimal places.  This maintains
 AD9634.centimeter relative accuracy between the PACS and SACS.  It does
 AD9634.not indicate centimeter accuracy relative to other marks which are
 AD9634.part of the NAVD 88 network.
 AD9634
 AD9634.Photographs are available for this station.
 AD9634
 AD9634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9634
 AD9634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9634
 AD9634.The ellipsoidal height was determined by GPS observations
 AD9634.and is referenced to NAD 83.
 AD9634
 AD9634.The geoid height was determined by GEOID03.
 AD9634
 AD9634;                    North         East     Units Scale Factor Converg.
 AD9634;SPC MO W     -   108,333.491   849,997.591   MT  0.99994118   -0 00 00.1
 AD9634;UTM  15      - 4,111,784.113   366,779.603   MT  0.99981863   -0 54 21.1
 AD9634
 AD9634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9634!SPC MO W     -   0.99995759  x   0.99994118  =   0.99989877
 AD9634!UTM  15      -   0.99995759  x   0.99981863  =   0.99977622
 AD9634
 AD9634                          SUPERSEDED SURVEY CONTROL
 AD9634
 AD9634.No superseded survey control is available for this station.
 AD9634
 AD9634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6678011784(NAD 83)
 AD9634_MARKER: DD = SURVEY DISK
 AD9634_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD9634_SP_SET: CONCRETE HANGAR FOUNDATION
 AD9634_STAMPING: JLN M 1981
 AD9634_MARK LOGO: NOS   
 AD9634_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9634+STABILITY: SURFACE MOTION
 AD9634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9634+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2000
 AD9634
 AD9634  HISTORY     - Date     Condition        Report By
 AD9634  HISTORY     - 1981     MONUMENTED       NOS
 AD9634  HISTORY     - 19881122 GOOD             NGS
 AD9634  HISTORY     - 19990709 GOOD             NGS
 AD9634  HISTORY     - 20001116 GOOD             NGS
 AD9634
 AD9634                          STATION DESCRIPTION
 AD9634
 AD9634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AD9634'THE STATION IS LOCATED IN THE SOUTH PART OF THE AIRPORT IN AN
 AD9634'ABANDONED RAMP WEST OF THE FOUNDATION OF AN OLD HANGAR.  IT IS 144.5
 AD9634'FT (44.0 M) SOUTH OF THE SOUTH EDGE OF THE ASPHALT TAXIWAY BETWEEN RWY
 AD9634'END 4 AND RWY END 36, 46.7 FT (14.2 M) EAST OF THE WEST EDGE OF THE
 AD9634'CONCRETE RAMP, 18.4 FT (5.6 M) NORTH OF A CHAIN LINK FENCE, 11.3 FT
 AD9634'(3.4 M) NORTH OF THE SOUTH EDGE OF THE CONCRETE RAMP, AND IS ON RANGE
 AD9634'WITH THE EAST EDGE OF THE TERMINAL RAMP.  IT IS AN NOS DISK STAMPED
 AD9634'JLN M 1981 AND SET IN A DRILL HOLE FLUSH WITH THE CONCRETE RAMP.
 AD9634
 AD9634                          STATION RECOVERY (1999)
 AD9634
 AD9634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AD9634'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) EAST OF THE
 AD9634'MISSOURI-KANSAS BORDER, 6 KM (3.70 MI) NORTH OF JOPLIN AT THE JOPLIN
 AD9634'REGIONAL AIRPORT, NEAR THE CENTER OF THE SOUTH END OF THE AIRFIELD,
 AD9634'AND ADJACENT TO THE NORTH SIDE OF AN AIRCRAFT OBSERVATION PARKING LOT
 AD9634'LOCATED BETWEEN THE HIGHWAY AND THE CHAIN LINK PERIMETER FENCE.
 AD9634'OWNERSHIP--CITY OF JOPLIN, P.O.  BOX 1355, JOPLIN, MO 64801.  AIRPORT
 AD9634'MANAGER IS STEVE STOCKAM.  PHONE 417-623-0262, EXTENSION 10, FAX
 AD9634'417-625-4714.  CONTACT HIM IN ADVANCE FOR PERMISSION TO OCCUPY THIS
 AD9634'STATION AND ACCESS THROUGH THE LOCKED GATES.  TO REACH FROM THE
 AD9634'JUNCTION OF U.S.  HIGHWAY 171 (NORTH MAIN STREET ROAD) AND STATE
 AD9634'HIGHWAY 43 (DEMOTT AVENUE) ABOUT 6 KM (3.70 MI) NORTH OF JOPLIN, GO
 AD9634'EAST ON HIGHWAY 171 FOR 0.41 KM (0.25 MI) TO THE AIRPORT ENTRANCE ROAD
 AD9634'ON THE LEFT.  TURN LEFT, NORTH, ON THE ROAD FOR 0.40 KM (0.25 MI) TO A
 AD9634'GATE IN THE PERIMETER FENCE ON THE RIGHT JUST BEFORE A CURVE IN THE
 AD9634'ROAD.  TURN RIGHT, EAST, PASSING THROUGH THE GATE AND ALONG A TAXI FOR
 AD9634'0.48 KM (0.30 MI) TO THE EAST EDGE OF THE APRON AND THE JUNCTION OF
 AD9634'THREE TAXIS.  TURN RIGHT, SOUTHWEST, THEN SOUTHEAST, ALONG TAXI A FOR
 AD9634'0.24 KM (0.15 MI) TO THE JUNCTION OF RUNWAY END 5. CONTINUE AHEAD,
 AD9634'SOUTHEAST, PASSING AROUND THE RUNWAY END AND ALONG A CLOSED TAXI FOR
 AD9634'0.12 KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET
 AD9634'FLUSH IN THE TOP OF A CONCRETE PAD FOR THE FOUNDATION OF A REMOVED
 AD9634'HANGAR AND NEAR THE SOUTHWEST CORNER OF THE FOUNDATION. IT IS 117.9 M
 AD9634'(386.8 FT) SOUTHEAST OF THE SOUTH CORNER OF RUNWAY END 5, 72.6 M
 AD9634'(238.2 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN ILS BUILDING,
 AD9634'51.6 M (169.3 FT) SOUTH OF THE CENTER OF THE CLOSED TAXI, 39.6 M
 AD9634'(129.9 FT) EAST-NORTHEAST OF THE CENTER OF A DOUBLE GATE IN THE
 AD9634'PERIMETER FENCE, 30.3 M (99.4 FT) WEST-NORTHWEST OF A CORNER IN THE
 AD9634'FENCE, 14.5 M (47.6 FT) EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE
 AD9634'CONCRETE FOUNDATION, AND 5.5 M (18.0 FT) NORTH OF THE FENCE.
 AD9634'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AD9634
 AD9634                          STATION RECOVERY (2000)
 AD9634
 AD9634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AD9634'RECOVERED AS DESCRIBED.
 AD9634'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3759 ***********************************************************************
 AI3759  SACS        -  This is a Secondary Airport Control Station.
 AI3759  DESIGNATION -  JLN N
 AI3759  PID         -  AI3759
 AI3759  STATE/COUNTY-  MO/JASPER
 AI3759  USGS QUAD   -  WEBB CITY (1975)
 AI3759
 AI3759                         *CURRENT SURVEY CONTROL
 AI3759  ___________________________________________________________________
 AI3759* NAD 83(1997)-  37 09 42.34330(N)    094 29 48.95600(W)     ADJUSTED  
 AI3759* NAVD 88     -       289.66   (meters)     950.3    (feet)  GPS OBS   
 AI3759  ___________________________________________________________________
 AI3759  X           -    -399,036.182 (meters)                     COMP
 AI3759  Y           -  -5,073,708.573 (meters)                     COMP
 AI3759  Z           -   3,831,872.120 (meters)                     COMP
 AI3759  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AI3759  ELLIP HEIGHT-         259.83  (meters)          (02/28/00) GPS OBS
 AI3759  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AI3759
 AI3759  HORZ ORDER  -  FIRST
 AI3759  ELLP ORDER  -  FOURTH    CLASS I
 AI3759
 AI3759.This mark is at Joplin Regional Airport (JLN)
 AI3759
 AI3759.The horizontal coordinates were established by GPS observations
 AI3759.and adjusted by the National Geodetic Survey in February 2000..
 AI3759
 AI3759.The orthometric height was determined by GPS observations and a
 AI3759.high-resolution geoid model.
 AI3759
 AI3759.GPS derived orthometric heights for airport stations designated as
 AI3759.PACS or SACS are published to 2 decimal places.  This maintains
 AI3759.centimeter relative accuracy between the PACS and SACS.  It does
 AI3759.not indicate centimeter accuracy relative to other marks which are
 AI3759.part of the NAVD 88 network.
 AI3759
 AI3759.Photographs are available for this station.
 AI3759
 AI3759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3759
 AI3759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3759
 AI3759.The ellipsoidal height was determined by GPS observations
 AI3759.and is referenced to NAD 83.
 AI3759
 AI3759.The geoid height was determined by GEOID03.
 AI3759
 AI3759;                    North         East     Units Scale Factor Converg.
 AI3759;SPC MO W     -   110,420.603   850,272.472   MT  0.99994118   +0 00 06.7
 AI3759;UTM  15      - 4,113,866.360   367,087.415   MT  0.99981762   -0 54 15.8
 AI3759
 AI3759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3759!SPC MO W     -   0.99995923  x   0.99994118  =   0.99990041
 AI3759!UTM  15      -   0.99995923  x   0.99981762  =   0.99977685
 AI3759
 AI3759                          SUPERSEDED SURVEY CONTROL
 AI3759
 AI3759.No superseded survey control is available for this station.
 AI3759
 AI3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6708713866(NAD 83)
 AI3759_MARKER: DD = SURVEY DISK
 AI3759_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI3759_SP_SET: CONCRETE PARKING PAD
 AI3759_STAMPING: JLN N 1997
 AI3759_MARK LOGO: NOS   
 AI3759_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3759+STABILITY: SURFACE MOTION
 AI3759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3759+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2000
 AI3759
 AI3759  HISTORY     - Date     Condition        Report By
 AI3759  HISTORY     - 1997     MONUMENTED       NOS
 AI3759  HISTORY     - 19990709 GOOD             NGS
 AI3759  HISTORY     - 20001116 GOOD             NGS
 AI3759
 AI3759                          STATION DESCRIPTION
 AI3759
 AI3759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI3759'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) EAST OF THE
 AI3759'MISSOURI-KANSAS BORDER, 6 KM (3.70 MI) NORTH OF JOPLIN AT THE JOPLIN
 AI3759'REGIONAL AIRPORT, IN THE NORTHEAST PART OF THE AIRFIELD, 250 M (820.2
 AI3759'FT) SOUTH OF RUNWAY END 18, JUST WEST OF AN ILS BUILDING, AND ADJACENT
 AI3759'TO A ROW OF 4 PAPIS.  OWNERSHIP--CITY OF JOPLIN, P.O.  BOX 1355,
 AI3759'JOPLIN, MO 64801.  AIRPORT MANAGER IS STEVE STOCKAM.  PHONE
 AI3759'417-623-0262, EXTENSION 10, FAX 417-625-4714.  CONTACT HIM IN ADVANCE
 AI3759'FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED
 AI3759'GATES.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 171 (NORTH MAIN
 AI3759'STREET ROAD) AND STATE HIGHWAY 43 (DEMOTT AVENUE) ABOUT 6 KM (3.70 MI)
 AI3759'NORTH OF JOPLIN, GO EAST ON HIGHWAY 171 FOR 0.41 KM (0.25 MI) TO THE
 AI3759'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH, ON THE ROAD FOR
 AI3759'0.40 KM (0.25 MI) TO A GATE IN THE PERIMETER FENCE ON THE RIGHT JUST
 AI3759'BEFORE A CURVE IN THE ROAD.  TURN RIGHT, EAST, PASSING THROUGH THE
 AI3759'GATE AND ALONG A TAXI FOR 0.48 KM (0.30 MI) TO THE EAST EDGE OF THE
 AI3759'APRON AND THE JUNCTION OF THREE TAXIS.  TURN LEFT, NORTH, ALONG TAXI D
 AI3759'FOR 1.77 KM (1.10 MI) CROSSING RUNWAY 13-31 TO TAXI H (THE 1ST
 AI3759'CONNECTOR TAXI SOUTH OF RUNWAY END 18) .  TURN RIGHT, EAST, ALONG THE
 AI3759'TAXI CROSSING RUNWAY 18 FOR 0.16 KM (0.10 MI) TO THE EAST SIDE OF THE
 AI3759'RUNWAY.  TURN LEFT, NORTH, ON THE GRASS FOR 0.16 KM (0.10 MI) TO THE
 AI3759'STATION.  THE STATION IS SET FLUSH IN THE TOP OF AND NEAR THE
 AI3759'SOUTHWEST CORNER OF A 3.5 M (11.5 FT) X 3.8 M (12.5 FT) CONCRETE PAD
 AI3759'SET FLUSH WITH THE GROUND.  IT IS 70.2 M (230.3 FT) WEST-SOUTHWEST OF
 AI3759'THE SOUTHWEST CORNER OF THE ILS BUILDING, 35.5 M (116.5 FT) EAST OF
 AI3759'THE RUNWAY EDGE, 13.8 M (45.3 FT) SOUTHWEST OF THE SOUTH LEG OF A
 AI3759'STAND HOLDING AN ELECTRICAL JUNCTION BOX, 10.9 M (35.8 FT)
 AI3759'SOUTH-SOUTHEAST OF THE SOUTH LEG OF THE 3RD PAPI FROM THE RUNWAY, 7.4
 AI3759'M (24.3 FT) SOUTH OF THE CENTER OF THE CONCRETE ACCESS ROAD, AND 0.1 M
 AI3759'(0.3 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE PAD.
 AI3759'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AI3759
 AI3759                          STATION RECOVERY (2000)
 AI3759
 AI3759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI3759'RECOVERED AS DESCRIBED.
 AI3759' 
 AI3759'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0688 ***********************************************************************
 KC0688  DESIGNATION -  JOANNA
 KC0688  PID         -  KC0688
 KC0688  STATE/COUNTY-  MO/RALLS
 KC0688  USGS QUAD   -  CLARENCE CANNON DAM (1990)
 KC0688
 KC0688                         *CURRENT SURVEY CONTROL
 KC0688  ___________________________________________________________________
 KC0688* NAD 83(1997)-  39 32 09.02083(N)    091 38 51.60225(W)     ADJUSTED  
 KC0688* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 KC0688  ___________________________________________________________________
 KC0688  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 KC0688  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KC0688
 KC0688  HORZ ORDER  -  FIRST
 KC0688
 KC0688.The horizontal coordinates were established by classical geodetic methods
 KC0688.and adjusted by the National Geodetic Survey in February 2000..
 KC0688
 KC0688.The orthometric height was scaled from a topographic map.
 KC0688
 KC0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0688
 KC0688.The geoid height was determined by GEOID03.
 KC0688
 KC0688;                    North         East     Units Scale Factor Converg.
 KC0688;SPC MO E     -   411,545.038   151,341.240   MT  1.00005313   -0 43 50.2
 KC0688;SPC MO C     -   411,262.937   573,270.019   MT  0.99999941   +0 32 33.3
 KC0688;UTM  15      - 4,377,115.092   616,214.566   MT  0.99976628   +0 51 39.4
 KC0688
 KC0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0688!SPC MO E     -   0.99997325  x   1.00005313  =   1.00002638
 KC0688!SPC MO C     -   0.99997325  x   0.99999941  =   0.99997266
 KC0688!UTM  15      -   0.99997325  x   0.99976628  =   0.99973953
 KC0688
 KC0688|---------------------------------------------------------------------|
 KC0688| PID    Reference Object                     Distance      Geod. Az  |
 KC0688|                                                           dddmmss.s |
 KC0688| CL9617 JOANNA RM 1                          27.560 METERS 04931     |
 KC0688| CL9618 JOANNA RM 2                          22.360 METERS 15430     |
 KC0688| KC0663 PERRY MUNICIPAL TANK                APPROX.12.0 KM 1865833.3 |
 KC0688| KC0690 JOANNA 2                             26.029 METERS 31132     |
 KC0688| CL9616 JOANNA AZ MK                                       3113208.1 |
 KC0688| KC0691 MONROE CITY MUNICIPAL TANK          APPROX.15.2 KM 3301351.9 |
 KC0688|---------------------------------------------------------------------|
 KC0688
 KC0688                          SUPERSEDED SURVEY CONTROL
 KC0688
 KC0688  NAD 83(1997)-  39 32 09.02399(N)    091 38 51.60479(W) AD(       ) 1
 KC0688  NAD 83(1997)-  39 32 09.02874(N)    091 38 51.60834(W) AD(       ) 1
 KC0688  NAD 83(1986)-  39 32 09.02825(N)    091 38 51.60976(W) AD(       ) 1
 KC0688  NAD 27      -  39 32 08.88090(N)    091 38 51.03930(W) AD(       ) 1
 KC0688
 KC0688.Superseded values are not recommended for survey control.
 KC0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0688.See file dsdata.txt to determine how the superseded data were derived.
 KC0688
 KC0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD1621577115(NAD 83)
 KC0688_MARKER: DS = TRIANGULATION STATION DISK
 KC0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0688
 KC0688  HISTORY     - Date     Condition        Report By
 KC0688  HISTORY     - 1958     MONUMENTED       CGS
 KC0688  HISTORY     - 1973     GOOD             NGS
 KC0688
 KC0688                          STATION DESCRIPTION
 KC0688
 KC0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 KC0688'THE STATION IS ABOUT 9 MILES SOUTHEAST OF MONROE CITY, AND 6 MILES
 KC0688'NORTHWEST OF CENTER ON THE PROPERTY OF MR. G.L. BERREY.  IT IS
 KC0688'51 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 43 FEET SOUTH
 KC0688'OF A WIRE FENCE, 65 FEET EAST OF THE SOUTHEAST CORNER OF A
 KC0688'FRAME HOUSE, AND 25 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 KC0688'WALK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED JOANNA 1958.
 KC0688'
 KC0688'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 154 AND
 KC0688'COUNTY ROADS B AND J IN PERRY, GO NORTHERLY ON COUNTY ROAD J FOR
 KC0688'3.75 MILES TO THE END OF THE SURFACED ROAD.  CONTINUE NORTHERLY ON
 KC0688'ROAD J (GRAVELED) FOR 2.80 MILES TO A GRAVELED SIDE ROAD LEFT AND
 KC0688'MT. HOPE CHRISTIAN CHURCH ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 KC0688'(NORTHERLY) ON ROAD J FOR 1.95 MILE TO THE CENTER OF THE BRIDGE
 KC0688'ACROSS THE SALT RIVER.  CONTINUE NORTHERLY ON ROAD J FOR 0.3
 KC0688'MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 KC0688'THE GRAVELED ROAD FOR 0.7 MILE TO MR. C.E. BARNETTS DRIVEWAY
 KC0688'ON THE RIGHT.  *CONTINUE EAST ON THE GRAVELED ROAD FOR 0.45
 KC0688'MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 KC0688'ON THE GRAVELED ROAD FOR 0.4 MILE TO A HOUSE AND STATION ON THE
 KC0688'RIGHT.
 KC0688'
 KC0688'*TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF MR. BARNETTS
 KC0688'DRIVEWAY AND THE GRAVELED ROAD, TURN RIGHT ONTO DRIVEWAY AND GO
 KC0688'SOUTH THROUGH THE GATE FOR 0.1 MILE TO A BARN AND THE AZIMUTH MARK
 KC0688'ON THE LEFT.
 KC0688'
 KC0688'REFERENCE MARK 1 IS 17 FEET EAST OF THE CENTERLINE OF A GRAVELED
 KC0688'ROAD, 10 FEET NORTH OF THE CENTERLINE OF A DIRT DRIVEWAY LEADING
 KC0688'INTO A FIELD, AND 36 FEET EAST OF A WIRE FENCE.  THE MONUMENT
 KC0688'PROJECTS 1 INCH AND THE DISK IS STAMPED JOANNA NO 1 1958.
 KC0688'
 KC0688'REFERENCE MARK 2 IS 19 FEET WEST OF THE CENTERLINE OF A GRAVELED
 KC0688'ROAD, 12 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, AND 28 FEET
 KC0688'SOUTHEAST OF A CLUSTER OF SMALL CHERRY TREES.  THE MONUMENT IS
 KC0688'FLUSH AND THE DISK IS STAMPED JOANNA NO 2 1958.
 KC0688'
 KC0688'THE AZIMUTH MARK IS 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 KC0688'LARGE BARN, 151 FEET EAST OF THE CENTERLINE OF A FARM ROAD, AND
 KC0688'98 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE BARN.  THE
 KC0688'MONUMENT IS FLUSH AND THE DISK IS STAMPED JOANNA 1958.
 KC0688'
 KC0688'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 KC0688'130.35 FEET.
 KC0688'
 KC0688'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KC0688
 KC0688                          STATION RECOVERY (1973)
 KC0688
 KC0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KC0688'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 KC0688'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CONSTRUCTION THE STATION
 KC0688'AND REFERENCE MARK 2 NEEDED TO BE MOVED.  STATION JOANNA 2 WAS
 KC0688'ESTABLISHED ON LINE TOWARD THE AZIMUTH MARK AND A TRAVERSE
 KC0688'CONNECTION WAS MADE FROM STATION JOANNA 1958.  REFERENCE MARKS
 KC0688'3 AND 4 WERE ESTABLISHED THIS DATE.  REFERENCE MARK 1 WAS NOT
 KC0688'FOUND AND IT IS BELIEVED IT WAS DESTROYED WHEN THE LAND WAS
 KC0688'CLEARED AT THE REFERENCE MARK ONE AREA.  DUE TO TALL GRASS AND
 KC0688'BRUSH ON LINE TO THE AZIMUTH MARK, A TARGET ABOUT 8 FEET ABOVE
 KC0688'THE MARK WAS PLUMBED OVER THE AZIMUTH MARK AND THE AZIMUTH
 KC0688'MARK WAS NOT OCCUPIED THIS DATE.  THE DISTANCE AND DIRECTION TO
 KC0688'REFERENCE MARK 2 COMPARED GOOD WITH THE PREVIOUS DATA.
 KC0688'
 KC0688'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES
 KC0688'NORTHWEST OF CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0690 ***********************************************************************
 KC0690  DESIGNATION -  JOANNA 2
 KC0690  PID         -  KC0690
 KC0690  STATE/COUNTY-  MO/RALLS
 KC0690  USGS QUAD   -  CLARENCE CANNON DAM (1990)
 KC0690
 KC0690                         *CURRENT SURVEY CONTROL
 KC0690  ___________________________________________________________________
 KC0690* NAD 83(1997)-  39 32 09.58047(N)    091 38 52.41815(W)     ADJUSTED  
 KC0690* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 KC0690  ___________________________________________________________________
 KC0690  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 KC0690  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KC0690
 KC0690  HORZ ORDER  -  THIRD
 KC0690
 KC0690.The horizontal coordinates were established by classical geodetic methods
 KC0690.and adjusted by the National Geodetic Survey in February 2000..
 KC0690.No horizontal observational check was made to the station.
 KC0690
 KC0690.The orthometric height was scaled from a topographic map.
 KC0690
 KC0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0690
 KC0690.The geoid height was determined by GEOID03.
 KC0690
 KC0690;                    North         East     Units Scale Factor Converg.
 KC0690;SPC MO E     -   411,562.545   151,321.977   MT  1.00005318   -0 43 50.8
 KC0690;SPC MO C     -   411,280.011   573,250.372   MT  0.99999937   +0 32 32.8
 KC0690;UTM  15      - 4,377,132.053   616,194.830   MT  0.99976623   +0 51 38.9
 KC0690
 KC0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0690!SPC MO E     -   0.99997325  x   1.00005318  =   1.00002643
 KC0690!SPC MO C     -   0.99997325  x   0.99999937  =   0.99997262
 KC0690!UTM  15      -   0.99997325  x   0.99976623  =   0.99973948
 KC0690
 KC0690|---------------------------------------------------------------------|
 KC0690| PID    Reference Object                     Distance      Geod. Az  |
 KC0690|                                                           dddmmss.s |
 KC0690| KC0688 JOANNA                               26.029 METERS 13132     |
 KC0690| CL9619 JOANNA 2 RM 3                        12.568 METERS 23737     |
 KC0690| CL9616 JOANNA AZ MK                                       3113211.0 |
 KC0690| CL9620 JOANNA 2 RM 4                        17.334 METERS 31641     |
 KC0690|---------------------------------------------------------------------|
 KC0690
 KC0690                          SUPERSEDED SURVEY CONTROL
 KC0690
 KC0690  NAD 83(1997)-  39 32 09.58362(N)    091 38 52.42069(W) AD(       ) 3
 KC0690  NAD 83(1997)-  39 32 09.58838(N)    091 38 52.42424(W) AD(       ) 3
 KC0690  NAD 83(1986)-  39 32 09.58788(N)    091 38 52.42566(W) AD(       ) 3
 KC0690  NAD 27      -  39 32 09.44053(N)    091 38 51.85514(W) AD(       ) 3
 KC0690
 KC0690.Superseded values are not recommended for survey control.
 KC0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0690.See file dsdata.txt to determine how the superseded data were derived.
 KC0690
 KC0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD1619577132(NAD 83)
 KC0690_MARKER: DS = TRIANGULATION STATION DISK
 KC0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KC0690
 KC0690  HISTORY     - Date     Condition        Report By
 KC0690  HISTORY     - 1973     MONUMENTED       NGS
 KC0690
 KC0690                          STATION DESCRIPTION
 KC0690
 KC0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KC0690'THE STATION IS ABOUT 9 MILES SOUTHEAST OF MONROE CITY, AND
 KC0690'6 MILES NORTHWEST OF CENTER AND ON PROPERTY OWNED BY THE
 KC0690'US GOVERNMENT, ARMY CORP OF ENGINEERS.
 KC0690'
 KC0690'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 KC0690'154 AND COUNTY ROADS B AND 4 IN PERRY, GO NORTHERLY ON COUNTY
 KC0690'ROAD J FOR 8.5 MILES TO THE CENTER OF THE BRIDGE OVER SALT
 KC0690'RIVER.  CONTINUE NORTH ON COUNTY ROAD J FOR 0.3 MILE TO
 KC0690'A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD
 KC0690'FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON
 KC0690'THE GRAVELED ROAD FOR 0.45 MILE TO A SIDE ROAD ON THE RIGHT.
 KC0690'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO
 KC0690'REMAINS OF OLD HOUSE FOUNDATION AND THE STATION ON THE RIGHT.
 KC0690'
 KC0690'THE STATION MARKS ARE STANDARD DISKS STAMPED JOANNA 2 1973.
 KC0690'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 KC0690'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 KC0690'IT IS 120 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 36
 KC0690'FEET EAST-NORTHEAST OF A POWER POLE, 10 FEET NORTH OF A 12
 KC0690'INCH TREE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  THE
 KC0690'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 KC0690'40 INCHES BELOW THE GROUND SURFACE.
 KC0690'
 KC0690'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JOANNA 2 NO 3 1973,
 KC0690'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A
 KC0690'10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 KC0690'PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 15 FEET
 KC0690'SOUTH OF THE POWER POLE, 1 FOOT WEST OF AN OLD CONCRETE SIDE
 KC0690'WALK AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KC0690'
 KC0690'REFERENCE MARK 4 IS A STANDARD DISK STAMPED JOANNA 2 NO 4
 KC0690'1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 KC0690'THAT HAS A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED
 KC0690'IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KC0690'49 FEET NORTH OF THE POWER POLE AND 1 FOOT SOUTH OF A METAL
 KC0690'WITNESS POST.
 KC0690'
 KC0690'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOANNA 1958, SET
 KC0690'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 KC0690'FLUSH WITH THE GROUND SURFACE.  IT IS ON A GRASSY KNOLL AT THE
 KC0690'SITE OF AN OLD BARN FOUNDATION, 151 FEET EAST OF THE CENTER
 KC0690'OF A TRACK ROAD, 98 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 KC0690'FOUNDATION, 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KC0690'FOUNDATION, 1 FOOT NORTH OF A METAL WITNESS POST AND SOUTHEAST
 KC0690'OF THE CORP OF ENGINEERS RESIDENT OFFICE AND PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0816 ***********************************************************************
 GE0816  DESIGNATION -  JOBE
 GE0816  PID         -  GE0816
 GE0816  STATE/COUNTY-  MO/OREGON
 GE0816  USGS QUAD   -  MYRTLE (1984)
 GE0816
 GE0816                         *CURRENT SURVEY CONTROL
 GE0816  ___________________________________________________________________
 GE0816* NAD 83(1997)-  36 37 07.76113(N)    091 16 17.74789(W)     ADJUSTED  
 GE0816* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 GE0816  ___________________________________________________________________
 GE0816  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 GE0816  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GE0816
 GE0816  HORZ ORDER  -  SECOND
 GE0816
 GE0816.The horizontal coordinates were established by classical geodetic methods
 GE0816.and adjusted by the National Geodetic Survey in February 2000..
 GE0816
 GE0816.The orthometric height was scaled from a topographic map.
 GE0816
 GE0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0816
 GE0816.The geoid height was determined by GEOID03.
 GE0816
 GE0816;                    North         East     Units Scale Factor Converg.
 GE0816;SPC MO E     -    87,431.804   180,981.573   MT  0.99999200   -0 27 37.0
 GE0816;SPC AR N     -   253,815.536   465,164.464   MT  1.00009897   +0 25 25.9
 GE0816;SPC AR N     -   832,726.47  1,526,127.08   sFT  1.00009897   +0 25 25.9
 GE0816;UTM  15      - 4,053,979.263   654,557.608   MT  0.99989431   +1 01 52.2
 GE0816
 GE0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0816!SPC MO E     -   0.99996624  x   0.99999200  =   0.99995824
 GE0816!SPC AR N     -   0.99996624  x   1.00009897  =   1.00006521
 GE0816!UTM  15      -   0.99996624  x   0.99989431  =   0.99986055
 GE0816
 GE0816:                Primary Azimuth Mark                     Grid Az
 GE0816:SPC MO E     -  JOBE AZ MK                               108 53 37.2
 GE0816:SPC AR N     -  JOBE AZ MK                               108 00 34.3
 GE0816:UTM  15      -  JOBE AZ MK                               107 24 08.0
 GE0816
 GE0816|---------------------------------------------------------------------|
 GE0816| PID    Reference Object                     Distance      Geod. Az  |
 GE0816|                                                           dddmmss.s |
 GE0816| CJ7851 JOBE AZ MK                                         1082600.2 |
 GE0816| CJ7852 JOBE RM 1                            19.892 METERS 23350     |
 GE0816| CJ7853 JOBE RM 2                            22.052 METERS 32841     |
 GE0816|---------------------------------------------------------------------|
 GE0816
 GE0816                          SUPERSEDED SURVEY CONTROL
 GE0816
 GE0816  NAD 83(1997)-  36 37 07.76346(N)    091 16 17.74614(W) AD(       ) 2
 GE0816  NAD 83(1986)-  36 37 07.76918(N)    091 16 17.74644(W) AD(       ) 2
 GE0816  NAD 27      -  36 37 07.55160(N)    091 16 17.26560(W) AD(       ) 2
 GE0816
 GE0816.Superseded values are not recommended for survey control.
 GE0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0816.See file dsdata.txt to determine how the superseded data were derived.
 GE0816
 GE0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5455853979(NAD 83)
 GE0816_MARKER: DS = TRIANGULATION STATION DISK
 GE0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0816
 GE0816  HISTORY     - Date     Condition        Report By
 GE0816  HISTORY     - 1955     MONUMENTED       CGS
 GE0816  HISTORY     - 1956     GOOD             CGS
 GE0816
 GE0816                          STATION DESCRIPTION
 GE0816
 GE0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0816'THE STATION IS LOCATED ON THE PROPERTY OF MR. JESSE E. WILLIAMS,
 GE0816'ABOUT 9 MILES SOUTHEAST OF ALTON, 7-1/2 MILES NORTH OF MYRTLE,
 GE0816'47 FEET EAST OF A FENCE, 42 FEET NORTHEAST OF TRACK ROAD
 GE0816'T-INTERSECTION, 30 FEET NORTH OF THE CENTER OF A TRACK ROAD
 GE0816'AND 5 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST.
 GE0816'
 GE0816'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS BB AND
 GE0816'V IN MYRTLE, GO NORTH FOR 0.6 MILE TO THE JUNCTION OF COUNTY
 GE0816'ROADS V AND H, TURN LEFT ON COUNTY ROAD H AND GO 2.2 MILES TO THE
 GE0816'JUNCTION OF STATE HIGHWAY 142 AND COUNTY ROAD H,
 GE0816'CONTINUE NORTH ON HIGHWAY 142 FOR 0.5 MILE TO A POINT
 GE0816'WHERE HIGHWAY 142 TURNS RIGHT, CONTINUE NORTH ON A
 GE0816'GRAVEL ROAD FOR 2.1 MILES TO A CROSS ROAD AND A STORE IN THE
 GE0816'NORTHWEST ANGLE, CONTINUE NORTH FOR 2.3 MILES TO A CROSS ROAD,
 GE0816'TURN LEFT AND GO WEST FOR 0.4 MILE TO THE AZIMUTH MARK ON
 GE0816'THE RIGHT AS DESCRIBED, CONTINUE WEST FOR 0.9 MILE TO A
 GE0816'T-JUNCTION, TURN RIGHT AND GO NORTH 0.4 MILE TO A GATE ON
 GE0816'THE LEFT, TURN LEFT, PASSING THROUGH GATE AND GO WESTERLY ON
 GE0816'A TRACK ROAD FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK
 GE0816'AND GO 0.4 MILE TO TOP OF HILL AND THE STATION.
 GE0816'
 GE0816'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0816'JOBE 1955.
 GE0816'
 GE0816'REFERENCE MARK 1 IS 23 FEET SOUTHWEST OF THE T-INTERSECTION
 GE0816'AND 4 FEET WEST OF A FENCE.  THE MARK PROJECTS 3 INCHES AND
 GE0816'THE DISK IS STAMPED JOBE NO 1 1955.
 GE0816'
 GE0816'REFERENCE MARK 2 IS 12 FEET EAST OF THE FENCE.  THE MARK
 GE0816'PROJECTS 6 INCHES AND THE DISK IS STAMPED JOBE NO 2 1955.
 GE0816'
 GE0816'THE AZIMUTH MARK IS 13 FEET NORTH OF THE CENTER OF THE ROAD,
 GE0816'4 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST AND 1 FOOT NORTH
 GE0816'NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 GE0816'IS STAMPED JOBE 1955.
 GE0816'
 GE0816'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE0816
 GE0816                          STATION RECOVERY (1956)
 GE0816
 GE0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0816'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND ALL
 GE0816'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL
 GE0816'DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1055 ***********************************************************************
 HC1055  DESIGNATION -  JOHNSON
 HC1055  PID         -  HC1055
 HC1055  STATE/COUNTY-  MO/IRON
 HC1055  USGS QUAD   -  JOHNSON MOUNTAIN (1968)
 HC1055
 HC1055                         *CURRENT SURVEY CONTROL
 HC1055  ___________________________________________________________________
 HC1055* NAD 83(1997)-  37 43 38.40789(N)    090 53 22.03747(W)     ADJUSTED  
 HC1055* NAVD 88     -       506.     (meters)    1660.     (feet)  SCALED    
 HC1055  ___________________________________________________________________
 HC1055  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 HC1055  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HC1055
 HC1055  HORZ ORDER  -  SECOND
 HC1055
 HC1055.The horizontal coordinates were established by classical geodetic methods
 HC1055.and adjusted by the National Geodetic Survey in February 2000..
 HC1055
 HC1055.The orthometric height was scaled from a topographic map.
 HC1055
 HC1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1055
 HC1055.The geoid height was determined by GEOID03.
 HC1055
 HC1055;                    North         East     Units Scale Factor Converg.
 HC1055;SPC MO E     -   210,241.549   215,669.180   MT  0.99994785   -0 14 17.9
 HC1055;UTM  15      - 4,177,659.741   685,994.870   MT  1.00002611   +1 17 30.6
 HC1055
 HC1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1055!SPC MO E     -   0.99992523  x   0.99994785  =   0.99987308
 HC1055!UTM  15      -   0.99992523  x   1.00002611  =   0.99995134
 HC1055
 HC1055|---------------------------------------------------------------------|
 HC1055| PID    Reference Object                     Distance      Geod. Az  |
 HC1055|                                                           dddmmss.s |
 HC1055| CI3957 JOHNSON RM 1                         32.800 METERS 08308     |
 HC1055| HC1049 BELL MOUNTAIN                       APPROX.11.4 KM 1693815.9 |
 HC1055| CI3958 JOHNSON RM 2                         19.093 METERS 17223     |
 HC1055| HC1056 JOHNSON LOOKOUT TOWER                39.478 METERS 17849     |
 HC1055|---------------------------------------------------------------------|
 HC1055
 HC1055                          SUPERSEDED SURVEY CONTROL
 HC1055
 HC1055  NAD 83(1986)-  37 43 38.42360(N)    090 53 22.03476(W) AD(       ) 2
 HC1055  NAD 27      -  37 43 38.24800(N)    090 53 21.57900(W) AD(       ) 2
 HC1055
 HC1055.Superseded values are not recommended for survey control.
 HC1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1055.See file dsdata.txt to determine how the superseded data were derived.
 HC1055
 HC1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB8599577660(NAD 83)
 HC1055_MARKER: DS = TRIANGULATION STATION DISK
 HC1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1055+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2001
 HC1055
 HC1055  HISTORY     - Date     Condition        Report By
 HC1055  HISTORY     - 1956     MONUMENTED       CGS
 HC1055  HISTORY     - 20010308 GOOD             INDIV
 HC1055
 HC1055                          STATION DESCRIPTION
 HC1055
 HC1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1055'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES SOUTHEAST OF
 HC1055'DELBRIDGE, 6-3/4 MILES WEST SOUTHWEST OF CALEDONIA, 1/2 MILE
 HC1055'SOUTH OF THE WASHINGTON-IRON COUNTY LINE AND ON THE SUMMIT OF
 HC1055'JOHNSON MOUNTAIN AT THE JOHNSON MOUNTAIN LOOKOUT TOWER.
 HC1055'
 HC1055'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF STATE
 HC1055'HIGHWAYS 21 AND 32, 4.0 MILES SOUTH OF THE CENTER OF CALEDONIA,
 HC1055'GO WESTERLY ON STATE HIGHWAY 32 FOR 7.7 MILES TO A GRAVELED ROAD
 HC1055'ON THE RIGHT.  TURN RIGHT AS PER SIGN JOHNSON MTN AND FOLLOW THE
 HC1055'MAIN ROAD FOR 3.1 MILES TO THE LOOKOUT TOWER AND THE STATION.
 HC1055'
 HC1055'STATION MARK, STAMPED JOHNSON 1956, IS A STANDARD DISK SET IN
 HC1055'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 HC1055'IT IS EAST OF THE LOOKOUT TOWER ON A HIGH POINT AND IN A MASS
 HC1055'OF BOULDERS AND OUTCROPPING BEDROCK.
 HC1055'
 HC1055'REFERENCE MARK NUMBER 1, STAMPED JOHNSON NO 1 1956, IS A STANDARD
 HC1055'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 HC1055'PROJECTS 6 FEET.  IT IS 3 FEET LOWER THAN THE STATION AND 1 FOOT
 HC1055'EAST OF A SMALL CAIRN.
 HC1055'
 HC1055'REFERENCE MARK NUMBER 2, STAMPED JOHNSON NO 2 1956, IS A
 HC1055'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 2 BY 3 FEET,
 HC1055'PROJECTING 1 FOOT AND 4 FEET LOWER THAN THE STATION.  IT IS 20.0
 HC1055'FEET EAST OF THE FENCE AROUND THE LOOKOUT TOWER.
 HC1055'
 HC1055'DUE TO THE THICK GROWTH OF TREES AN AZIMUTH MARK COULD NOT
 HC1055'BE SET.
 HC1055'
 HC1055'JOHNSON MT LOOKOUT TOWER IS AN 8 FOOT SQUARE CABIN WITH
 HC1055'A ROOF RISING TO A PEAK IN THE CENTER AND IS 10 FEET IN HEIGHT.
 HC1055'THE CABIN SITS ON A STEEL QUADRIPOD ABOUT 126 FEET IN HEIGHT.
 HC1055'
 HC1055'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
 HC1055
 HC1055                          STATION RECOVERY (2001)
 HC1055
 HC1055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (BJF)
 HC1055'LOOKOUT TOWER HAS BEEN REMOVED.  RM 2 HAS BE REMOVED, DRILL HOLE IS
 HC1055'STILL VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1056 ***********************************************************************
 HC1056  DESIGNATION -  JOHNSON LOOKOUT TOWER
 HC1056  PID         -  HC1056
 HC1056  STATE/COUNTY-  MO/IRON
 HC1056  USGS QUAD   -  JOHNSON MOUNTAIN (1968)
 HC1056
 HC1056                         *CURRENT SURVEY CONTROL
 HC1056  ___________________________________________________________________
 HC1056* NAD 83(1997)-  37 43 37.12770(N)    090 53 22.00417(W)     ADJUSTED  
 HC1056* NAVD 88     -                                                        
 HC1056  ___________________________________________________________________
 HC1056  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 HC1056  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HC1056
 HC1056  HORZ ORDER  -  THIRD
 HC1056
 HC1056.The horizontal coordinates were established by classical geodetic methods
 HC1056.and adjusted by the National Geodetic Survey in February 2000..
 HC1056
 HC1056
 HC1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1056
 HC1056.The geoid height was determined by GEOID03.
 HC1056
 HC1056;                    North         East     Units Scale Factor Converg.
 HC1056;SPC MO E     -   210,202.079   215,669.831   MT  0.99994784   -0 14 17.9
 HC1056;UTM  15      - 4,177,620.299   685,996.575   MT  1.00002612   +1 17 30.5
 HC1056
 HC1056                          SUPERSEDED SURVEY CONTROL
 HC1056
 HC1056  NAD 83(1986)-  37 43 37.14341(N)    090 53 22.00151(W) AD(       ) 4
 HC1056  NAD 27      -  37 43 36.96800(N)    090 53 21.54600(W) AD(       ) 3
 HC1056
 HC1056.Superseded values are not recommended for survey control.
 HC1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1056.See file dsdata.txt to determine how the superseded data were derived.
 HC1056
 HC1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB8599777620(NAD 83)
 HC1056_MARKER: 57 = LOOKOUT TOWER
 HC1056
 HC1056  HISTORY     - Date     Condition        Report By
 HC1056  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC1056
 HC1056                          STATION DESCRIPTION
 HC1056
 HC1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1056'THE STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF CALEDONIA,
 HC1056'8-1/2 MILES WEST NORTHWEST OF BELLEVIEW, AND ABOUT 2 MILES NORTH
 HC1056'OF STATE ROUTE 32.
 HC1056'
 HC1056'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH
 HC1056'WITH AN 8 FOOT HOUSE ON TOP.  IT IS 39.477 METERS, (129.517)
 HC1056'FEET SOUTH OF TRIANGULATION STATION JOHNSON.  THE CENTER OF
 HC1056'THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0477 ***********************************************************************
 LE0477  DESIGNATION -  JONES
 LE0477  PID         -  LE0477
 LE0477  STATE/COUNTY-  MO/ADAIR
 LE0477  USGS QUAD   -  GREENTOP (1979)
 LE0477
 LE0477                         *CURRENT SURVEY CONTROL
 LE0477  ___________________________________________________________________
 LE0477* NAD 83(1997)-  40 15 24.53171(N)    092 37 13.25291(W)     ADJUSTED  
 LE0477* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 LE0477  ___________________________________________________________________
 LE0477  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LE0477  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LE0477
 LE0477  HORZ ORDER  -  FIRST
 LE0477
 LE0477.The horizontal coordinates were established by classical geodetic methods
 LE0477.and adjusted by the National Geodetic Survey in February 2000..
 LE0477
 LE0477.The orthometric height was scaled from a topographic map.
 LE0477
 LE0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0477
 LE0477.The geoid height was determined by GEOID03.
 LE0477
 LE0477;                    North         East     Units Scale Factor Converg.
 LE0477;SPC MO C     -   490,969.407   489,762.302   MT  0.99993462   -0 04 40.0
 LE0477;UTM  15      - 4,456,330.857   532,285.286   MT  0.99961283   +0 14 43.2
 LE0477
 LE0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0477!SPC MO C     -   0.99996067  x   0.99993462  =   0.99989529
 LE0477!UTM  15      -   0.99996067  x   0.99961283  =   0.99957351
 LE0477
 LE0477|---------------------------------------------------------------------|
 LE0477| PID    Reference Object                     Distance      Geod. Az  |
 LE0477|                                                           dddmmss.s |
 LE0477| CL9622 JONES RM 1                           32.291 METERS 12216     |
 LE0477| LE0482 KIRKSVILLE MO PWR LT CO STACK       APPROX. 6.9 KM 1535932.7 |
 LE0477| LE0483 KIRKSVILLE MUNICIPAL TANK           APPROX. 6.9 KM 1541755.4 |
 LE0477| LE0479 KIRKSVILLE ADAIR CO CTHSE DOME      APPROX. 7.5 KM 1553108.9 |
 LE0477| LE0480 KIRKSVILLE NE MO STC STACK          APPROX. 8.4 KM 1562333.6 |
 LE0477| CL9623 JONES RM 2                           38.115 METERS 25836     |
 LE0477| LE0478 PTS 6                               402.972 METERS 2682540.6 |
 LE0477| CL9621 JONES AZ MK                                        2953053.1 |
 LE0477|---------------------------------------------------------------------|
 LE0477
 LE0477                          SUPERSEDED SURVEY CONTROL
 LE0477
 LE0477  NAD 83(1997)-  40 15 24.53232(N)    092 37 13.25795(W) AD(       ) 1
 LE0477  NAD 83(1986)-  40 15 24.53432(N)    092 37 13.26434(W) AD(       ) 1
 LE0477  NAD 27      -  40 15 24.42830(N)    092 37 12.55100(W) AD(       ) 1
 LE0477
 LE0477.Superseded values are not recommended for survey control.
 LE0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0477.See file dsdata.txt to determine how the superseded data were derived.
 LE0477
 LE0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE3228556331(NAD 83)
 LE0477_MARKER: DS = TRIANGULATION STATION DISK
 LE0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0477_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0477
 LE0477  HISTORY     - Date     Condition        Report By
 LE0477  HISTORY     - 1934     MONUMENTED       CGS
 LE0477  HISTORY     - 1957     GOOD             CGS
 LE0477  HISTORY     - 1967     GOOD             CGS
 LE0477  HISTORY     - 1974     GOOD             NGS
 LE0477  HISTORY     - 1974     GOOD             NGS
 LE0477  HISTORY     - 1974     GOOD             USE
 LE0477  HISTORY     - 1978     GOOD             NGS
 LE0477
 LE0477                          STATION DESCRIPTION
 LE0477
 LE0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0477'THIS STATION IS ABOUT 4-1/2 MILES NNW OF KIRKSVILLE, NEAR THE S 1/4
 LE0477'CORNER, SEC. 18, T 63 N, R 15 W, NEAR PROPERTY LINE OF LAND OWNED
 LE0477'BY J.W. JONES ON THE W.  THE MARK IS SET 2 FEET E OF THE PROPERTY
 LE0477'LINE FENCE, 24 FEET N OF CORNER POST, 45 FEET N OF THE CENTER LINE
 LE0477'OF ROAD, 84 FEET W OF A 40-INCH ELM TREE AND PROJECTS 4 INCHES.
 LE0477'
 LE0477'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN THE
 LE0477'TOPS OF CONCRETE CYLINDERS.
 LE0477'
 LE0477'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LE0477'
 LE0477'REFERENCE MARK NO.2 IS WSW OF THE STATION ON THE S EDGE OF THE FIELD.
 LE0477'IT IS 1-FOOT N OF E-W FENCE LINE, 22 FEET N OF THE CENTER LINE OF
 LE0477'THE ROAD, ABOUT 100 FEET E OF THE CREST OF THE HILL AND PROJECTS
 LE0477'6 INCHES.
 LE0477'
 LE0477'REFERENCE MARK NO.1 IS SE OF THE STATION ON THE S EDGE OF THE
 LE0477'RIGHT-OF-WAY, 2 FEET S OF THE FENCE LINE, 18 FEET S OF THE CENTER
 LE0477'LINE OF THE ROAD AND PROJECTS 5 INCHES.
 LE0477'
 LE0477'AZIMUTH MARK IS NW OF THE STATION ON THE W EDGE OF THE FIELD,
 LE0477'DIRECTLY E OF MR. JONES HOUSE.  IT IS 1-FOOT E OF THE FENCE LINE, 20
 LE0477'FEET E OF THE CENTER LINE OF THE ROAD, AND PROJECTS 6 INCHES.
 LE0477'
 LE0477'U.S. GEOLOGICAL SURVEY PRIMARY TRAVERSE STATION NO.6 ESTABLISHED IN
 LE0477'1910 IS W OF THE STATION AT THE NE CORNER OF THE CROSSROADS.  IT IS
 LE0477'1.5 FEET NE OF CORNER POST, 18 FEET N OF THE CENTER LINE OF E-W
 LE0477'ROAD, 19 FEET E OF THE CENTER LINE OF N-S ROAD.  THE MARK IS A
 LE0477'STANDARD U.S.G.S. DISK CAP ON A 4-INCH IRON PIPE AND PROJECTS 12
 LE0477'INCHES.  MARK WAS TIED IN BY TRAVERSE.
 LE0477'
 LE0477'TO REACH STATION FROM KIRKSVILLE BY U.S. HIGHWAY 63 N 1 MILE TO
 LE0477'JUNCTION WITH ROUTE 6 TO W.  CONTINUE N ON ROUTE 63 1.6 MILES TO
 LE0477'GRAVEL ROAD TO W.  FOLLOW THIS ROAD W, N AND W FOR 2.8 MILES TO
 LE0477'SIDE ROAD LEADING N AT A CHURCH AND CEMETERY.  TURN N ON THIS ROAD
 LE0477'AND GO 1.0 MILE TO CROSSROADS.  TURN E AND GO 0.25 MILE TO
 LE0477'STATION.
 LE0477'
 LE0477'LIGHTS 87 FEET ABOVE STATIONS KELLER, CRAWFORD, LACKEY AND HILL ARE
 LE0477'VISIBLE FROM THE GROUND.
 LE0477'
 LE0477'A LIGHT 100 FEET ABOVE STATION MYERS COMES INTO VIEW 20 FEET ABOVE
 LE0477'THE GROUND.
 LE0477'
 LE0477'A LIGHT 100 FEET ABOVE STATION GREENCASTLE IS VISIBLE FROM THE
 LE0477'GROUND.
 LE0477
 LE0477                          STATION RECOVERY (1957)
 LE0477
 LE0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 LE0477'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 LE0477'RECOVERED AS DESCRIBED IN THE 1934 DESCRIPTION.  THE ROUTE TO THE
 LE0477'STATION IS STILL ADEQUATE EXCEPT FOR THE LAST 0.25 MILEAGE AS THE
 LE0477'ROAD IS NOW WASHED OUT AND IS NOT MAINTAINED.
 LE0477
 LE0477                          STATION RECOVERY (1967)
 LE0477
 LE0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0477'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 LE0477'CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED AND NO OBJECTS WERE
 LE0477'VISIBLE FROM THE GROUND SO A NEW ONE COULD NOT BE ESTABLISHED AT
 LE0477'THIS TIME.  THE U.S.G.S. MARK WAS NOT RECOVERED AND ALL INDICATIONS
 LE0477'WERE THAT IT HAD BEEN DESTROYED.
 LE0477'
 LE0477'TO REACH THE STATION FROM KIRKSVILLE, FROM THE JUNCTION OF U.S.
 LE0477'HIGHWAY 63 AND STATE HIGHWAY 6 AT THE NORTH EDGE OF TOWN, GO NORTH
 LE0477'ON U.S. HIGHWAY 63 FOR 1.55 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 LE0477'GO WEST, NORTH AND WEST FOR 2.85 MILES TO A SIDE ROAD RIGHT, TURN
 LE0477'RIGHT AND GO NORTH FOR 0.75 MILE TO A WIRE GATE ON THE RIGHT, TURN
 LE0477'RIGHT THROUGH GATE AND GO EAST AND NORTHEAST ON FIELD ROAD PAST
 LE0477'AN OLD ABANDONED HOUSE FOR 0.3 MILE TO A NORTH-SOUTH FENCE,
 LE0477'TURN LEFT AND GO NORTH ON WEST SIDE OF FENCE FOR 0.15 MILE TO A
 LE0477'FENCE CORNER AND STATION TO NORTH.  THE OLD EAST-WEST ROAD HAS
 LE0477'BEEN CLOSED.
 LE0477'
 LE0477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 LE0477'NORTH-NORTHWEST OF KIRKSVILLE.
 LE0477
 LE0477                          STATION RECOVERY (1974)
 LE0477
 LE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LE0477'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LE0477'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK CONCRETE
 LE0477'MONUMENT WAS FOUND LYING ON TOP THE GROUND IN A FENCELINE.  THE
 LE0477'USGS PRIMARY TRAVERSE STATION NO. 6 1910 WAS SEARCHED FOR AND
 LE0477'WAS NOT FOUND.  NO OLD TIE LINE VISIBLE TO ESTABLISH A NEW AZIMUTH
 LE0477'MARK THIS DATE.
 LE0477'
 LE0477'FOLLOWING IS A DESCRIPTION OF A ROUTE TO REACH THE STATION AND
 LE0477'ADDITIONAL NOTES FOR THE STATION MARK AND REFERENCE MARKS.
 LE0477'
 LE0477'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 AND STATE
 LE0477'HIGHWAY 6 AT THE NORTH EDGE OF KIRKSVILLE, GO NORTH ON HIGHWAY 63
 LE0477'FOR 1.65 MILES TO A CHEVROLET GARAGE AND A SIDE ROAD ON THE LEFT.
 LE0477'TURN LEFT AND GO WEST, NORTH AND WESTERLY ON A SURFACED AND
 LE0477'GRAVELED ROAD FOR 2.9 MILES TO A ROAD ON THE RIGHT AND A CEMETERY
 LE0477'ON THE LEFT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 LE0477'0.8 MILE TO A BOARD GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 LE0477'THE GATE AND FOLLOW A TRACK ROAD EAST AND NORTHEAST PASSING OLD HOUSE
 LE0477'ON THE RIGHT AND CONTINUE ACROSS PASTURE FOR 0.4 MILE TO A FENCE
 LE0477'CORNER AT AN OLD EAST-WEST ROAD AND THE STATION.
 LE0477'
 LE0477'A METAL WITNESS POST WAS SET 3.5 FEET NORTH OF THE STATION MARK.
 LE0477'
 LE0477'A METAL WITNESS POST WAS SET 1.5 FEET WEST OF REFERENCE MARK 2.
 LE0477'
 LE0477'A METAL WITNESS POST WAS SET 2.0 FEET SOUTH OF REFERENCE MARK 1.
 LE0477'
 LE0477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 LE0477'NNW OF KIRKSVILLE.
 LE0477
 LE0477                          STATION RECOVERY (1974)
 LE0477
 LE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 LE0477'STATION JONES RECOVERED AS DESCRIBED.
 LE0477'
 LE0477'RM 1 RECOVERED AS DESCRIBED.
 LE0477'
 LE0477'RM 2 HAS BEEN DISTURBED.  (LEANING AT 45 DEGREE ANGLE).
 LE0477'
 LE0477'AZIMUTH MARK HAS BEEN DESTROYED.  (CONCRETE MONUMENT FOUND ON ITS
 LE0477'SIDE ... NO EVIDENCE OF DISC.)
 LE0477'
 LE0477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI. NW OF
 LE0477'KIRKSVILLE.
 LE0477
 LE0477                          STATION RECOVERY (1974)
 LE0477
 LE0477'RECOVERY NOTE BY US ENGINEERS 1974 (MCB)
 LE0477'STATION MARK JONES RECOVERED GOOD.
 LE0477'
 LE0477'AZ. MARK - DESTROYED.
 LE0477'
 LE0477'KIRKSVILLE ADAIR CO CRTHSE DOME NO LONGER THERE.
 LE0477'
 LE0477'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MI NNW,
 LE0477'KIRKSVILLE, MO.
 LE0477
 LE0477                          STATION RECOVERY (1978)
 LE0477
 LE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 LE0477'THE STATION MARK AND REFERENCE MARK TWO WERE RECOVERED AS DESCRIBED
 LE0477'IN GOOD CONDITION.  REFERENCE MARK ONE WAS NOT SEARCHED FOR.
 LE0477'
 LE0477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES NNW OF
 LE0477'KIRKSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1441 ***********************************************************************
 JC1441  DESIGNATION -  JONES
 JC1441  PID         -  JC1441
 JC1441  STATE/COUNTY-  MO/MONTGOMERY
 JC1441  USGS QUAD   -  JONESBURG (1985)
 JC1441
 JC1441                         *CURRENT SURVEY CONTROL
 JC1441  ___________________________________________________________________
 JC1441* NAD 83(1997)-  38 51 11.55732(N)    091 17 32.93272(W)     ADJUSTED  
 JC1441* NAVD 88     -       276.4    (meters)     907.     (feet)  VERTCON   
 JC1441  ___________________________________________________________________
 JC1441  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 JC1441  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JC1441
 JC1441  HORZ ORDER  -  SECOND
 JC1441
 JC1441.The horizontal coordinates were established by classical geodetic methods
 JC1441.and adjusted by the National Geodetic Survey in February 2000..
 JC1441
 JC1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1441
 JC1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1441
 JC1441.The geoid height was determined by GEOID03.
 JC1441
 JC1441;                    North         East     Units Scale Factor Converg.
 JC1441;SPC MO E     -   335,434.602   181,212.688   MT  0.99999158   -0 29 49.8
 JC1441;UTM  15      - 4,301,872.640   648,166.778   MT  0.99987033   +1 04 16.9
 JC1441
 JC1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1441!SPC MO E     -   0.99996164  x   0.99999158  =   0.99995322
 JC1441!UTM  15      -   0.99996164  x   0.99987033  =   0.99983198
 JC1441
 JC1441|---------------------------------------------------------------------|
 JC1441| PID    Reference Object                     Distance      Geod. Az  |
 JC1441|                                                           dddmmss.s |
 JC1441| CQ5817 JONES RM 1                           21.812 METERS 13523     |
 JC1441| JC1439 BELL                                APPROX.16.0 KM 3451534.5 |
 JC1441| CQ5818 JONES RM 2                           36.798 METERS 35950     |
 JC1441|---------------------------------------------------------------------|
 JC1441
 JC1441                          SUPERSEDED SURVEY CONTROL
 JC1441
 JC1441  NAD 83(1997)-  38 51 11.56567(N)    091 17 32.93397(W) AD(       ) 2
 JC1441  NAD 83(1986)-  38 51 11.57758(N)    091 17 32.93175(W) AD(       ) 2
 JC1441  NAD 27      -  38 51 11.42127(N)    091 17 32.36828(W) AD(       ) 2
 JC1441  NGVD 29 (07/19/86)  276.4    (m)          907.     (f) VERT ANG       
 JC1441
 JC1441.Superseded values are not recommended for survey control.
 JC1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1441.See file dsdata.txt to determine how the superseded data were derived.
 JC1441
 JC1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD4816701873(NAD 83)
 JC1441_MARKER: DD = SURVEY DISK
 JC1441_SETTING: 0 = UNSPECIFIED SETTING
 JC1441
 JC1441  HISTORY     - Date     Condition        Report By
 JC1441  HISTORY     - 1970     MONUMENTED       USGS
 JC1441
 JC1441                          STATION DESCRIPTION
 JC1441
 JC1441'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1441'THE STATION IS LOCATED ABOUT 1 MI E.-NE. OF JONESBURG, NEAR THE
 JC1441'CENTER OF THE N. HALF OF SEC. 7, T. 47 N., R. 3 W., NEAR THE
 JC1441'JCT. OF CO. HWY. U AND THE N. OUTER RD. OF INTERSTATE HWY. 70 AND
 JC1441'IN CO. RD. RIGHT-OF-WAY.
 JC1441'
 JC1441'TO REACH THE STATION FROM THE POST OFFICE AT JONESBURG, DRIVE
 JC1441'W. ON LION AVE. FOR ONE BLOCK TO JCT. WITH CO. HWY. Y, TURN RIGHT
 JC1441'AND DRIVE N. FOR 0.55 MI, PASSING OVER I-70, TO JCT. WITH
 JC1441'CO. HWY. U, TURN RIGHT AND DRIVE E.-SE. ON CO. HWY. ALONG THE
 JC1441'N. SIDE OF I-70 FOR 0.85 MI TO JCT. WITH THE N. OUTER RD. AND
 JC1441'STATION IN THE NE. COR. OF INTERSECTION.
 JC1441'
 JC1441'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED JONES
 JC1441'1970 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD DRIVEN ABOUT
 JC1441'FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 JC1441'
 JC1441'STATION IS 46 FT N.-NE. OF CENTER OF N. OUTER RD., 125 FT N.-NE. OF
 JC1441'THE CENTER OF THE W. BOUND RD. OF I-70, 39 FT E. OF THE CENTER OF
 JC1441'CO. HWY. U AND 41 FT NW. OF A RD. SIGH U.
 JC1441'
 JC1441'REFERENCE MARK 1 IS 71.56 FT (21.812 M.) E.-SE. OF STATION, 37
 JC1441'FT N.-NE. OF CENTER OF N. OUTER RD. AND 48 FT NE. OF RD. SIGN U.
 JC1441'
 JC1441'REFERENCE MARK 2 IS 120.73 FT (36.798 M.) N. OF STATION, 36 FT
 JC1441'E. OF CENTER OF CO. HWY. U, 41 FT E.-NE. OF JCT. OF A FIELD APPROACH
 JC1441'E. AND 0.8 FT S. OF A METAL WITNESS POST.
 JC1441'
 JC1441'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 178.96 FT
 JC1441'(54.548 M.)
 JC1441'
 JC1441'JONESBURG MUNICIPAL WATER TANK, ABOUT 1 MI W.-SW., IS VISIBLE
 JC1441'FROM GROUND AND WAS INTERSECTED FOR USE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0220 ***********************************************************************
 HE0220  DESIGNATION -  JOPLIN
 HE0220  PID         -  HE0220
 HE0220  STATE/COUNTY-  MO/JASPER
 HE0220  USGS QUAD   -  JOPLIN WEST (1978)
 HE0220
 HE0220                         *CURRENT SURVEY CONTROL
 HE0220  ___________________________________________________________________
 HE0220* NAD 83(1986)-  37 04 28.     (N)    094 30 12.     (W)     SCALED    
 HE0220* NAVD 88     -       306.322  (meters)    1004.99   (feet)  ADJUSTED  
 HE0220  ___________________________________________________________________
 HE0220  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HE0220  DYNAMIC HT  -         306.076 (meters)    1004.18  (feet)  COMP
 HE0220  MODELED GRAV-     979,818.6   (mgal)                       NAVD 88
 HE0220
 HE0220  VERT ORDER  -  SECOND    CLASS 0
 HE0220
 HE0220.The horizontal coordinates were scaled from a topographic map and have
 HE0220.an estimated accuracy of +/- 6 seconds.
 HE0220
 HE0220.The orthometric height was determined by differential leveling
 HE0220.and adjusted by the National Geodetic Survey in June 1991..
 HE0220
 HE0220.The geoid height was determined by GEOID03.
 HE0220
 HE0220.The dynamic height is computed by dividing the NAVD 88
 HE0220.geopotential number by the normal gravity value computed on the
 HE0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0220.degrees latitude (g = 980.6199 gals.).
 HE0220
 HE0220.The modeled gravity was interpolated from observed gravity values.
 HE0220
 HE0220;                    North         East    Units  Estimated Accuracy
 HE0220;SPC MO W     -   100,730.      849,700.      MT  (+/- 180 meters Scaled)
 HE0220
 HE0220                          SUPERSEDED SURVEY CONTROL
 HE0220
 HE0220  NGVD 29 (??/??/92)  306.208  (m)         1004.62   (f) ADJ UNCH    2 0
 HE0220
 HE0220.Superseded values are not recommended for survey control.
 HE0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0220.See file dsdata.txt to determine how the superseded data were derived.
 HE0220
 HE0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB663041(NAD 83)
 HE0220_MARKER: DS = TRIANGULATION STATION DISK
 HE0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0220_STAMPING: JOPLIN 1934
 HE0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0220+STABILITY: SURFACE MOTION
 HE0220
 HE0220  HISTORY     - Date     Condition        Report By
 HE0220  HISTORY     - 1934     MONUMENTED       CGS
 HE0220  HISTORY     - 20060731 MARK NOT FOUND   USPSQD
 HE0220
 HE0220                          STATION DESCRIPTION
 HE0220
 HE0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0220'AT JOPLIN.
 HE0220'AT JOPLIN, JASPER COUNTY, ON THE KANSAS CITY SOUTHERN RAILWAY,
 HE0220'AT THE FIFTEENTH STREET CROSSING, 23 FEET EAST OF THE CENTERLINE
 HE0220'OF THE TRACK, AT A CITIES SERVICE CO. TANK STATION, AND ON
 HE0220'THE SOUTH PROPERTY LINE OF THE STREET.  A STANDARD DISK, STAMPED
 HE0220'JOPLIN 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HE0220
 HE0220                          STATION RECOVERY (2006)
 HE0220
 HE0220'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 HE0220'THE OIL COMPANY PROPERTY HAS BEEN SOLD.  THE PRESENT BUSINESS AT THIS
 HE0220'LOCATION HAS PUT IN AN ASPHALT PARKING LOT THAT COVERS THE AREA
 HE0220'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1039 ***********************************************************************
 HE1039  DESIGNATION -  JOPLIN
 HE1039  PID         -  HE1039
 HE1039  STATE/COUNTY-  MO/JASPER
 HE1039  USGS QUAD   -  JOPLIN WEST (1978)
 HE1039
 HE1039                         *CURRENT SURVEY CONTROL
 HE1039  ___________________________________________________________________
 HE1039* NAD 83(1997)-  37 04 07.57474(N)    094 31 36.19776(W)     ADJUSTED  
 HE1039* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 HE1039  ___________________________________________________________________
 HE1039  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 HE1039  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 HE1039
 HE1039  HORZ ORDER  -  FIRST
 HE1039
 HE1039.The horizontal coordinates were established by classical geodetic methods
 HE1039.and adjusted by the National Geodetic Survey in February 2000..
 HE1039
 HE1039.The orthometric height was scaled from a topographic map.
 HE1039
 HE1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1039
 HE1039.The geoid height was determined by GEOID03.
 HE1039
 HE1039;                    North         East     Units Scale Factor Converg.
 HE1039;SPC MO W     -   100,101.387   847,623.749   MT  0.99994125   -0 00 58.0
 HE1039;UTM  15      - 4,103,591.502   364,276.321   MT  0.99982693   -0 55 13.5
 HE1039
 HE1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1039!SPC MO W     -   0.99995362  x   0.99994125  =   0.99989487
 HE1039!UTM  15      -   0.99995362  x   0.99982693  =   0.99978056
 HE1039
 HE1039:                Primary Azimuth Mark                     Grid Az
 HE1039:SPC MO W     -  JOPLIN FIRST METH CHURCH SPIRE           019 56 18.2
 HE1039:UTM  15      -  JOPLIN FIRST METH CHURCH SPIRE           020 50 33.7
 HE1039
 HE1039|---------------------------------------------------------------------|
 HE1039| PID    Reference Object                     Distance      Geod. Az  |
 HE1039|                                                           dddmmss.s |
 HE1039| HE1047 JOPLIN FIRST METH CHURCH SPIRE      APPROX. 2.3 KM 0195520.2 |
 HE1039| HE1053 JOPLIN KEYSTONE HOTEL LNDRY TK      APPROX. 2.4 KM 0312138.6 |
 HE1039| HE1051 JOPLIN PURKETTS LAUNDRY STACK       APPROX. 1.7 KM 0394105.1 |
 HE1039| HE1045 JOPLIN THOMAS FRUIT CO STACK        APPROX. 2.3 KM 0443859.1 |
 HE1039| HE1052 JOPLIN INTST GROCERY CO TANK        APPROX. 1.7 KM 0454517.5 |
 HE1039| HE1049 JOPLIN MINERS ICE FUEL CO STK       APPROX. 1.9 KM 0475203.4 |
 HE1039| HE1050 JOPLIN ROGERS IRON WKS SPIPE        APPROX. 1.3 KM 0483150.0 |
 HE1039| CQ5819 JOPLIN AZ MK                                       0962956.3 |
 HE1039| HE1046 JOPLIN MUN WATER WKS SPIPE           75.240 METERS 11926     |
 HE1039| CQ5820 JOPLIN RM 1                          21.031 METERS 12900     |
 HE1039| HE1038 JOPLIN MUN WATER WKS STK             82.647 METERS 14328     |
 HE1039| CQ5822 JOPLIN RM 3                          29.133 METERS 18031     |
 HE1039| CQ5821 JOPLIN RM 2                          24.899 METERS 24107     |
 HE1039| HE1055 LINDER                              APPROX. 5.2 KM 2723915.1 |
 HE1039| HE1042 JOPLIN RADIO STATION WMBH MAST      APPROX. 1.5 KM 3012231.2 |
 HE1039| HE1043 JOPLIN EAGLE PICHER LEAD CO TK      APPROX. 3.0 KM 3580436.4 |
 HE1039|---------------------------------------------------------------------|
 HE1039
 HE1039                          SUPERSEDED SURVEY CONTROL
 HE1039
 HE1039  NAD 83(1997)-  37 04 07.57475(N)    094 31 36.19776(W) AD(       ) 1
 HE1039  NAD 83(1997)-  37 04 07.58183(N)    094 31 36.20023(W) AD(       ) 1
 HE1039  NAD 83(1986)-  37 04 07.58974(N)    094 31 36.19390(W) AD(       ) 1
 HE1039  NAD 27      -  37 04 07.37500(N)    094 31 35.38100(W) AD(       ) 1
 HE1039
 HE1039.Superseded values are not recommended for survey control.
 HE1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1039.See file dsdata.txt to determine how the superseded data were derived.
 HE1039
 HE1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6427603592(NAD 83)
 HE1039_MARKER: DS = TRIANGULATION STATION DISK
 HE1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1039
 HE1039  HISTORY     - Date     Condition        Report By
 HE1039  HISTORY     - 1935     MONUMENTED       CGS
 HE1039  HISTORY     - 1957     GOOD             CGS
 HE1039  HISTORY     - 1958     GOOD             CGS
 HE1039  HISTORY     - 19910621 MARK NOT FOUND   USPSQD
 HE1039
 HE1039                          STATION DESCRIPTION
 HE1039
 HE1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1039'STATION IS IN THE SW PART OF THE CITY OF JOPLIN, NEAR THE S
 HE1039'QUARTER CORNER OF SEC. 10, T 27 N, R 33 W, ON LAND OWNED AND
 HE1039'OCCUPIED BY THE JOPLIN CITY WATERWORKS.  THE MARK IS SET IN THE
 HE1039'SW PART OF THE LOT OPPOSITE THE INTERSECTION OF TWENTY-FIRST
 HE1039'STREET AND PICHER STREET, 43 FEET N OF THE FENCE LINE, 72 FEET N
 HE1039'OF THE CENTER LINE OF TWENTY-FIRST, 157 FEET S OF THE CENTER OF
 HE1039'THE S SIDE OF THE MUNICIPAL RESERVOIR, 147 FEET NW OF THE NW
 HE1039'CORNER OF BRICK BUILDING OCCUPIED BY THE MUNICIPAL PUMPING PLANT,
 HE1039'76 FEET NNW OF THE INTERSECTION OF TWENTY-FIRST AND PICHER
 HE1039'STREETS.  THE MARK IS FLUSH.
 HE1039'
 HE1039'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE1039'BRONZE DISKS SET IN CONCRETE.
 HE1039'
 HE1039'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT N OF THE FENCE
 HE1039'LINE, 29 FEET N OF THE CENTER LINE OF TWENTY-FIRST STREET, 77
 HE1039'FEET NNW OF THE NW CORNER OF THE PUMPING HOUSE, 35 FEET NE OF THE
 HE1039'INTERSECTION OF PICHER AND TWENTY-FIRST STREETS.  MARK IS FLUSH.
 HE1039'
 HE1039'REFERENCE MARK NO. 2 IS SW OF THE STATION, 1 FOOT N OF THE FENCE
 HE1039'LINE, 29 FEET N OF THE CENTER LINE OF TWENTY-FIRST STREET, 42
 HE1039'FEET E OF THE SE CORNER OF BRICK BUILDING IN THE SW CORNER OF THE
 HE1039'LOT.  MARK IS FLUSH.
 HE1039'
 HE1039'AZIMUTH MARK IS E OF THE STATION AT THE NW CORNER OF THE
 HE1039'INTERSECTION OF TWENTY-FIRST STREET AND BIRD STREET, SET IN A
 HE1039'GRASSY PLOT BETWEEN THE SIDEWALK AND CURB, 19 FEET N OF THE CENTER
 HE1039'LINE OF TWENTY-FIRST STREET, 30 FEET NW OF THE INTERSECTION,
 HE1039'18 FEET W OF THE CENTER LINE OF BIRD STREET, 1 FOOT NW OF THE
 HE1039'CURBING.  MARK PROJECTS 2 INCHES.
 HE1039'
 HE1039'ALL LIGHTS COME INTO VIEW AT 52 FEET.
 HE1039
 HE1039                          STATION RECOVERY (1957)
 HE1039
 HE1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 HE1039'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 HE1039'GOOD CONDITION.  CONSTRUCTION OF A WATER PIPELINE WILL PROBABLY
 HE1039'DESTROY REFERENCE MARK NO. 1.  REFERENCE MARK NO. 3 WAS
 HE1039'ESTABLISHED.  THE LINE OF SIGHT FROM THE STATION MARK TO THE
 HE1039'AZIMUTH MARK HAS BEEN OBSTRUCTED BY THE ERECTION OF A GARAGE NEAR
 HE1039'THE AZIMUTH MARK.  A COMPLETE DESCRIPTION FOR THE STATION
 HE1039'FOLLOWS.
 HE1039'
 HE1039'STATION IS LOCATED IN THE SOUTHWEST PART OF THE CITY OF JOPLIN
 HE1039'NEAR THE SOUTH QUARTER CORNER OF SEC. 10, T 27 N, R 33 W ON LAND
 HE1039'OWNED AND OCCUPIED BY THE JOPLIN CITY WATERWORKS, IN THE
 HE1039'SOUTHWEST PART OF THE LOT OCCUPIED BY THE MUNICIPAL RESERVOIR, 157
 HE1039'FEET SOUTH OF THE CENTER OF THE SOUTH SIDE OF RESERVOIR, 147 FEET
 HE1039'NORTHWEST OF THE NORTHWEST CORNER OF BRICK BUILDING OCCUPIED
 HE1039'BY THE PUMPING PLANT, 76 FEET NORTH-NORTHWEST OF THE
 HE1039'INTERSECTION OF TWENTY-FIRST AND PICHER STREETS, 72 FEET NORTH
 HE1039'OF THE CENTER OF PICHER STREET, AND 43 FEET NORTH OF FENCE.  THE
 HE1039'MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 HE1039'IS STAMPED JOPLIN 1935.
 HE1039'
 HE1039'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 77 FEET
 HE1039'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF PUMPING HOUSE, 35 FEET
 HE1039'NORTHEAST OF THE INTERSECTION OF TWENTY-FIRST AND PICHER STREETS,
 HE1039'29 FEET NORTH OF THE CENTER OF TWENTY-FIRST STREET, AND 1 FOOT
 HE1039'NORTH OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HE1039'STAMPED JOPLIN NO 1 1935.
 HE1039'
 HE1039'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 42 FEET EAST OF
 HE1039'THE SOUTHEAST CORNER OF A BRICK BUILDING, 29 FEET NORTH OF THE
 HE1039'CENTER OF 21ST. STREET, AND 1 FOOT NORTH OF FENCE.  THE MARK IS
 HE1039'FLUSH WITH THE GROUND AND THE DISK IS STAMPED JOPLIN NO 2 1935.
 HE1039'
 HE1039'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION, 26 FEET SOUTH OF THE
 HE1039'CENTER OF 21ST STREET AND 25 FEET WEST OF THE CENTER OF PICHER
 HE1039'STREET AT THE INTERSECTION OF SIDEWALKS, FLUSH WITH THE SURFACE
 HE1039'OF THE SIDEWALKS AND THE DISK IS STAMPED JOPLIN NO 3 1935.
 HE1039'
 HE1039'AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION, BUT THE ERECTION OF
 HE1039'A GARAGE NEAR THE AZIMUTH MARK WILL REQUIRE A 20-FOOT TARGET
 HE1039'AT THE AZIMUTH MARK TO BE SEEN FROM THE STATION.  THERE ARE
 HE1039'NO OTHER OBJECTS VISIBLE FROM THE GROUND AT THIS STATION.
 HE1039
 HE1039                          STATION RECOVERY (1958)
 HE1039
 HE1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 HE1039'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HE1039'CONDITION.  THE STATION WAS MOVED AS REQUESTED BY THE WILLIAM
 HE1039'M. STEWART ENGINEERING CO.  THE STATION MARKS WERE NOT DESTROYED
 HE1039'SINCE THEY WERE BOTH BELOW THE SURFACE OF THE GROUND, REFERENCE
 HE1039'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED.  A NEW
 HE1039'STATION JOPLIN 2 WAS ESTABLISHED BY THIS PARTY.
 HE1039
 HE1039                          STATION RECOVERY (1991)
 HE1039
 HE1039'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAN)
 HE1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1044 ***********************************************************************
 HE1044  DESIGNATION -  JOPLIN 2
 HE1044  PID         -  HE1044
 HE1044  STATE/COUNTY-  MO/JASPER
 HE1044  USGS QUAD   -  JOPLIN WEST (1978)
 HE1044
 HE1044                         *CURRENT SURVEY CONTROL
 HE1044  ___________________________________________________________________
 HE1044* NAD 83(1997)-  37 04 06.49934(N)    094 31 36.21035(W)     ADJUSTED  
 HE1044* NAVD 88     -       323.6    (meters)    1062.     (feet)  VERTCON   
 HE1044  ___________________________________________________________________
 HE1044  X           -    -402,169.612 (meters)                     COMP
 HE1044  Y           -  -5,079,755.683 (meters)                     COMP
 HE1044  Z           -   3,823,636.375 (meters)                     COMP
 HE1044  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 HE1044  ELLIP HEIGHT-         293.96  (meters)          (02/17/00) GPS OBS
 HE1044  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 HE1044
 HE1044  HORZ ORDER  -  SECOND
 HE1044  ELLP ORDER  -  FOURTH    CLASS I
 HE1044
 HE1044.The horizontal coordinates were established by classical geodetic methods
 HE1044.and adjusted by the National Geodetic Survey in February 2000..
 HE1044.No horizontal observational check was made to the station.
 HE1044
 HE1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1044
 HE1044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1044
 HE1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1044
 HE1044.The ellipsoidal height was determined by GPS observations
 HE1044.and is referenced to NAD 83.
 HE1044
 HE1044.The geoid height was determined by GEOID03.
 HE1044
 HE1044;                    North         East     Units Scale Factor Converg.
 HE1044;SPC MO W     -   100,068.237   847,623.429   MT  0.99994125   -0 00 58.0
 HE1044;UTM  15      - 4,103,558.365   364,275.478   MT  0.99982693   -0 55 13.5
 HE1044
 HE1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1044!SPC MO W     -   0.99995387  x   0.99994125  =   0.99989512
 HE1044!UTM  15      -   0.99995387  x   0.99982693  =   0.99978081
 HE1044
 HE1044|---------------------------------------------------------------------|
 HE1044| PID    Reference Object                     Distance      Geod. Az  |
 HE1044|                                                           dddmmss.s |
 HE1044| CQ5822 JOPLIN RM 3                           4.042 METERS 00031     |
 HE1044| HE1039 JOPLIN                               33.153 METERS 00032     |
 HE1044| CQ5823 JOPLIN 2 RM 4                        16.715 METERS 07753     |
 HE1044| CQ5819 JOPLIN AZ MK                                       0871032.4 |
 HE1044| HE1038 JOPLIN MUN WATER WKS STK             59.644 METERS 12353     |
 HE1044|---------------------------------------------------------------------|
 HE1044
 HE1044                          SUPERSEDED SURVEY CONTROL
 HE1044
 HE1044  NAD 83(1997)-  37 04 06.49936(N)    094 31 36.21035(W) AD(       ) 2
 HE1044  NAD 83(1997)-  37 04 06.50644(N)    094 31 36.21289(W) AD(       ) 2
 HE1044  NAD 83(1986)-  37 04 06.51435(N)    094 31 36.20632(W) AD(       ) 2
 HE1044  NAD 27      -  37 04 06.30000(N)    094 31 35.39400(W) AD(       ) 2
 HE1044  NGVD 29 (07/13/92)  323.5    (m)         1061.     (f) GPS OBS        
 HE1044
 HE1044.Superseded values are not recommended for survey control.
 HE1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1044.See file dsdata.txt to determine how the superseded data were derived.
 HE1044
 HE1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6427503558(NAD 83)
 HE1044_MARKER: DH = HORIZONTAL CONTROL DISK
 HE1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1044_SP_SET: CONCRETE POST
 HE1044_STAMPING: JOPLIN 2 1958
 HE1044_MARK LOGO: CGS   
 HE1044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1044+STABILITY: SURFACE MOTION
 HE1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1044+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1991
 HE1044
 HE1044  HISTORY     - Date     Condition        Report By
 HE1044  HISTORY     - 1958     MONUMENTED       CGS
 HE1044  HISTORY     - 1958     GOOD             CGS
 HE1044  HISTORY     - 19910308 GOOD             MOGS
 HE1044  HISTORY     - 19910621 GOOD             USPSQD
 HE1044
 HE1044                          STATION DESCRIPTION
 HE1044
 HE1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 HE1044'THE STATION IS LOCATED IN THE SOUTHWEST PART OF JOPLIN NEAR THE
 HE1044'JOPLIN MUNICIPAL WATER WORKS STACK, 45 FEET SOUTHWEST OF THE
 HE1044'CENTER OF THE INTERSECTION OF PITCHER STREET AND TWENTY-FIRST
 HE1044'STREET.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 HE1044'AND IS STAMPED JOPLIN 2 1958.
 HE1044'
 HE1044'REFERENCE MARK NO. 3 IS 36 FEET SOUTHWEST OF THE CENTER OF
 HE1044'PITCHER STREET AND TWENTY-FIRST STREET.  THE MARK IS SET FLUSH
 HE1044'WITH THE SURFACE OF THE GROUND AND IS STAMPED JOPLIN NO 3 1935.
 HE1044'
 HE1044'REFERENCE MARK NO. 4 IS 36 FEET SOUTHEAST OF THE CENTER OF PITCHER
 HE1044'STREET AND TWENTY-FIRST STREET.  THE MARK IS SET FLUSH WITH
 HE1044'THE SURFACE OF THE GROUND AND IS STAMPED JOPLIN 2 NO 4 1958.
 HE1044'
 HE1044'AZIMUTH MARK IS 30 FEET NORTHWEST OF THE CENTER OF THE
 HE1044'INTERSECTION OF BIRD STREET AND TWENTY-FIRST STREET AND 1 FOOT
 HE1044'NORTHWEST OF THE CURB.  THE MARK IS SET FLUSH WITH THE
 HE1044'SURFACE OF THE GROUND AND IS STAMPED JOPLIN 1935.
 HE1044'
 HE1044'JOPLIN 1935 IS 76 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 HE1044'INTERSECTION OF PITCHER STREET AND TWENTY-FIRST STREET AND 43
 HE1044'FEET NORTH OF A WIRE FENCE.  THE MARK IS SET ABOUT 10 INCHES
 HE1044'BELOW THE SURFACE OF THE GROUND AND IS STAMPED JOPLIN 1935.
 HE1044
 HE1044                          STATION RECOVERY (1958)
 HE1044
 HE1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 HE1044'RECOVERED IN GOOD CONDITION.
 HE1044
 HE1044                          STATION RECOVERY (1991)
 HE1044
 HE1044'RECOVERY NOTE BY MISSOURI GEODETIC SURVEY 1991
 HE1044'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1044'THE STATION IS A STANDARD USC AND GS DISK SET FLUSH WITH THE GROUND
 HE1044'SURFACE IN A CONCRETE POST SOUTHWEST OF THE CENTER LINE INTERSECTION
 HE1044'OF PICHER AND 21ST STREET IN JOPLIN.  THE STATION IS 24.5 FT (7.5 M)
 HE1044'WEST OF THE CENTER LINE OF PICHER STREET AND 37.6 FT (11.5 M) SOUTH OF
 HE1044'THE CENTER LINE OF 21ST STREET, 13.5 FT (4.1 M) SOUTHEAST OF A 2 INCH
 HE1044'STEEL CORNER FENCE POST, 10.8 FT (3.3 M) EAST OF A CHAIN LINK FENCE,
 HE1044'8.4 FT (2.6 M) WEST OF THE CURB, 24.5 FT (7.5 M) SOUTH OF THE CURB,
 HE1044'13.3 FT (4.1 M) SOUTH OF R.M. NO. 3 AND 54.9 FT (16.7 M)
 HE1044'SOUTH-SOUTHWEST OF R.M. NO. 4.
 HE1044'THE AZIMUTH MARK IS LOCATED TWO BLOCKS SOUTH OF THE STATION SOUTHWEST
 HE1044'OF THE CENTER LINE INTERSECTION OF 23RD ST. AND PICHER STREET.  THE
 HE1044'MARK IS 12 FT (3.7 M) SOUTH OF THE CENTER LINE OF 23RD STREET, 22 FT
 HE1044'(6.7 M) WEST OF THE CENTER LINE OF PICHER STREET, 1.5 FT (0.5 M)
 HE1044'NORTH OF A POWER POLE, 2.3 FT (0.7 M) NORTHEAST OF A SIGN POST, 3.7 FT
 HE1044'(1.1 M) EAST OF THE SIDEWALK AND 0.9 FT (0.3 M) SOUTH OF THE CURB.
 HE1044'THE MARK IS A STANDARD USC AND GS AZIMUTH MARK DISK SET IN A CONCRETE
 HE1044'POST FLUSH WITH THE GROUND SURFACE.
 HE1044'STATION AND ZIMUTH MARK TO REACH
 HE1044'TO REACH THE STATION FROM THE INTERSECTION OF 20TH AND MAIN IN JOPLIN,
 HE1044'GO WEST ON 20TH STREET 0.75 MILES TO EMPIRE STREET, TURN LEFT AND GO
 HE1044'SOUTH ON EMPIRE ONE BLOCK TO 21ST STREET, TURN LEFT AND GO EAST ON
 HE1044'21ST STREET ONE BLOCK TO PICHER STREET AND THE STATION AS DESCRIBED.
 HE1044'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON PICHER TWO
 HE1044'BLOCKS AND THE MARK SOUTHWEST OF THE INTERSECTION.
 HE1044'SPECIAL INFORMATION
 HE1044'DATE OF REPORT 08-06-1991
 HE1044
 HE1044                          STATION RECOVERY (1991)
 HE1044
 HE1044'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAN)
 HE1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1043 ***********************************************************************
 HE1043  DESIGNATION -  JOPLIN EAGLE PICHER LEAD CO TK
 HE1043  PID         -  HE1043
 HE1043  STATE/COUNTY-  MO/JASPER
 HE1043  USGS QUAD   -  JOPLIN WEST (1978)
 HE1043
 HE1043                         *CURRENT SURVEY CONTROL
 HE1043  ___________________________________________________________________
 HE1043* NAD 83(1997)-  37 05 44.78808(N)    094 31 40.27282(W)     ADJUSTED  
 HE1043* NAVD 88     -                                                        
 HE1043  ___________________________________________________________________
 HE1043  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 HE1043  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HE1043
 HE1043  HORZ ORDER  -  THIRD
 HE1043
 HE1043.The horizontal coordinates were established by classical geodetic methods
 HE1043.and adjusted by the National Geodetic Survey in February 2000..
 HE1043
 HE1043
 HE1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1043
 HE1043.The geoid height was determined by GEOID03.
 HE1043
 HE1043;                    North         East     Units Scale Factor Converg.
 HE1043;SPC MO W     -   103,098.089   847,523.967   MT  0.99994125   -0 01 00.5
 HE1043;SPC KS S     -   455,146.478   753,030.040   MT  1.00003799   +2 26 27.6
 HE1043;UTM  15      - 4,106,589.064   364,223.867   MT  0.99982710   -0 55 18.0
 HE1043
 HE1043                          SUPERSEDED SURVEY CONTROL
 HE1043
 HE1043  NAD 83(1997)-  37 05 44.78811(N)    094 31 40.27281(W) AD(       ) 4
 HE1043  NAD 83(1997)-  37 05 44.79523(N)    094 31 40.27531(W) AD(       ) 4
 HE1043  NAD 83(1986)-  37 05 44.80308(N)    094 31 40.26913(W) AD(       ) 4
 HE1043  NAD 27      -  37 05 44.59100(N)    094 31 39.45500(W) AD(       ) 3
 HE1043
 HE1043.Superseded values are not recommended for survey control.
 HE1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1043.See file dsdata.txt to determine how the superseded data were derived.
 HE1043
 HE1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6422406589(NAD 83)
 HE1043_MARKER: 53 = ELEVATED TANK
 HE1043
 HE1043  HISTORY     - Date     Condition        Report By
 HE1043  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1043  HISTORY     - 1955     GOOD             CGS
 HE1043
 HE1043                          STATION DESCRIPTION
 HE1043
 HE1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1043'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK
 HE1043'AT THE FACTORY OF THE EAGLE-PICHER LEAD COMPANY.  IT IS A
 HE1043'TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP AND HAS
 HE1043'A BALL ON A SHORT FINIAL AT THE TOP.  IT IS SUPPORTED BY
 HE1043'4 LEGS AND HAS A PLATFORM AT THE TOP OF THE LEGS.  THE TANK IS
 HE1043'PAINTED WHITE AND HAS A PICTURE OF A FLYING EAGLE AND THE
 HE1043'LETTERING PAINT WITH EAGLE PURE WHITE LEAD* OLD DUTCH PROCESS
 HE1043'ON THE S SIDE.  THE TANK IS ABOUT 110 FEET HIGH AND IS VERY
 HE1043'PROMINENT.  THE TANK IS IN THE NORTHWESTERN PART OF JOPLIN,
 HE1043'ABOUT 1 MILE NW OF THE BUSINESS SECTION OF TOWN, ABOUT 0.2
 HE1043'MILE E OF THE WEST JOPLIN STOP ON THE FRISCO RAILROAD,
 HE1043'ABOUT 150 FEET E OF THE STREET CAR TRACK ON PORTER STREET
 HE1043'ABOUT 300 FEET S OF C STREET, ABOUT ON THE EXTENSION OF
 HE1043'PORTER STREET S OF THE TANK, AND ABOUT AT THE CENTER OF
 HE1043'THE MAIN PART OF THE FACTORY.
 HE1043
 HE1043                          STATION RECOVERY (1955)
 HE1043
 HE1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 HE1043'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED WITH
 HE1043'THE FOLLOWING EXCEPTION- LETTERING ON THE SIDE IS NOW
 HE1043'EAGLE-PITCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1047 ***********************************************************************
 HE1047  DESIGNATION -  JOPLIN FIRST METH CHURCH SPIRE
 HE1047  PID         -  HE1047
 HE1047  STATE/COUNTY-  MO/JASPER
 HE1047  USGS QUAD   -  JOPLIN WEST (1978)
 HE1047
 HE1047                         *CURRENT SURVEY CONTROL
 HE1047  ___________________________________________________________________
 HE1047* NAD 83(1997)-  37 05 16.50002(N)    094 31 05.01526(W)     ADJUSTED  
 HE1047* NAVD 88     -                                                        
 HE1047  ___________________________________________________________________
 HE1047  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HE1047  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HE1047
 HE1047  HORZ ORDER  -  THIRD
 HE1047
 HE1047.The horizontal coordinates were established by classical geodetic methods
 HE1047.and adjusted by the National Geodetic Survey in February 2000..
 HE1047
 HE1047
 HE1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1047
 HE1047.The geoid height was determined by GEOID03.
 HE1047
 HE1047;                    North         East     Units Scale Factor Converg.
 HE1047;SPC MO W     -   102,225.876   848,394.415   MT  0.99994121   -0 00 39.2
 HE1047;SPC KS S     -   454,312.315   753,937.180   MT  1.00003994   +2 26 49.3
 HE1047;UTM  15      - 4,105,703.317   365,080.334   MT  0.99982424   -0 54 56.1
 HE1047
 HE1047                          SUPERSEDED SURVEY CONTROL
 HE1047
 HE1047  NAD 83(1997)-  37 05 16.50004(N)    094 31 05.01525(W) AD(       ) 4
 HE1047  NAD 83(1997)-  37 05 16.50718(N)    094 31 05.01770(W) AD(       ) 4
 HE1047  NAD 83(1986)-  37 05 16.51502(N)    094 31 05.01159(W) AD(       ) 4
 HE1047  NAD 27      -  37 05 16.30100(N)    094 31 04.19800(W) AD(       ) 3
 HE1047
 HE1047.Superseded values are not recommended for survey control.
 HE1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1047.See file dsdata.txt to determine how the superseded data were derived.
 HE1047
 HE1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6508005703(NAD 83)
 HE1047_MARKER: 90 = CHURCH SPIRE
 HE1047
 HE1047  HISTORY     - Date     Condition        Report By
 HE1047  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1047  HISTORY     - 20050115 POOR             USPSQD
 HE1047
 HE1047                          STATION DESCRIPTION
 HE1047
 HE1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1047'THIS INTERSECTION STATION IS THE CENTER OF THE FINIAL ON THE
 HE1047'SPIRE OF THE FIRST METHODIST EPISCOPAL CHURCH.  THE CHURCH IS A
 HE1047'WHITE STONE BUILDING WITH A SQUARE WHITE STONE TOWER AT THE SE
 HE1047'CORNER.  THE UPPER PART OF THE TOWER IS A BELFRY WITH LARGE
 HE1047'ARCHED TOP WINDOWS WITH ORNATE FRAMEWORK ON EACH SIDE.  THE
 HE1047'BELFRY HAS BUTTRESS CORNERS WITH FLAT-CAP STONES.  THERE ARE
 HE1047'PARAPET WALLS BETWEEN CORNER POSTS AT THE TOP OF THE TOWER.
 HE1047'THE TOWER IS SURMOUNTED BY A RED SHINGLE-COVERED SPIRE WITH A
 HE1047'FLEUR-DE-LIS ON A SHORT ORNATE FINIAL AT THE TIP.  THE
 HE1047'SPIRE IS ABOUT 90 FEET HIGH AND IS THE MOST PROMINENT SPIRE IN
 HE1047'TOWN.  THE BUILDING WAS ERECTED IN 1905.
 HE1047'
 HE1047'THE CHURCH IS AT THE W EDGE OF THE BUSINESS DISTRICT OF JOPLIN,
 HE1047'AT THE NW CORNER OF W FOURTH STREET AND BYERS AVENUE.  BYERS
 HE1047'AVENUE IS FOUR BLOCKS W OF THE MAIN STREET OF TOWN.
 HE1047'
 HE1047'THERE IS A SIMILAR BUT LOWER TOWER WITHOUT A SPIRE AT THE CENTER
 HE1047'OF THE S SIDE OF THE BUILDING.
 HE1047
 HE1047                          STATION RECOVERY (2005)
 HE1047
 HE1047'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 HE1047'THE CHURCH TOWER WAS RECOVERED EXACTLY AS DESCRIBED, HOWEVER,
 HE1047'EVERYTHING ABOVE THE FLAT-CAP STONES HAS BEEN REMOVED. THE SPIRE AND
 HE1047'FINIAL ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1052 ***********************************************************************
 HE1052  DESIGNATION -  JOPLIN INTST GROCERY CO TANK
 HE1052  PID         -  HE1052
 HE1052  STATE/COUNTY-  MO/JASPER
 HE1052  USGS QUAD   -  JOPLIN WEST (1978)
 HE1052
 HE1052                         *CURRENT SURVEY CONTROL
 HE1052  ___________________________________________________________________
 HE1052* NAD 83(1997)-  37 04 45.34991(N)    094 30 47.78854(W)     ADJUSTED  
 HE1052* NAVD 88     -                                                        
 HE1052  ___________________________________________________________________
 HE1052  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 HE1052  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HE1052
 HE1052  HORZ ORDER  -  THIRD
 HE1052
 HE1052.The horizontal coordinates were established by classical geodetic methods
 HE1052.and adjusted by the National Geodetic Survey in February 2000..
 HE1052
 HE1052
 HE1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1052
 HE1052.The geoid height was determined by GEOID03.
 HE1052
 HE1052;                    North         East     Units Scale Factor Converg.
 HE1052;SPC MO W     -   101,265.581   848,819.703   MT  0.99994119   -0 00 28.8
 HE1052;SPC KS S     -   453,371.048   754,403.307   MT  1.00004212   +2 26 59.8
 HE1052;UTM  15      - 4,104,736.541   365,490.361   MT  0.99982288   -0 54 45.1
 HE1052
 HE1052                          SUPERSEDED SURVEY CONTROL
 HE1052
 HE1052  NAD 83(1997)-  37 04 45.34993(N)    094 30 47.78853(W) AD(       ) 4
 HE1052  NAD 83(1997)-  37 04 45.35704(N)    094 30 47.79098(W) AD(       ) 4
 HE1052  NAD 83(1986)-  37 04 45.36486(N)    094 30 47.78515(W) AD(       ) 4
 HE1052  NAD 27      -  37 04 45.15000(N)    094 30 46.97200(W) AD(       ) 3
 HE1052
 HE1052.Superseded values are not recommended for survey control.
 HE1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1052.See file dsdata.txt to determine how the superseded data were derived.
 HE1052
 HE1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6549004737(NAD 83)
 HE1052_MARKER: 51 = TANK
 HE1052
 HE1052  HISTORY     - Date     Condition        Report By
 HE1052  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1052
 HE1052                          STATION DESCRIPTION
 HE1052
 HE1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1052'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK ON
 HE1052'WAREHOUSE OF THE INTER-STATE GROCER COMPANY.  IT IS A
 HE1052'LARGE ROUND STEEL TANK WITH FLAT BOTTOM AND CONICAL TOP WITH A
 HE1052'BALL ON A FINIAL AT THE TIP.  THE TANK IS MOUNTED ON A CONCRETE
 HE1052'BASE ON THE ROOF OF THE WAREHOUSE.  THE TANK IS PAINTED BLACK
 HE1052'AND HAS A LARGE WHITE DISK ON THE N AND S SIDES.  ON EACH
 HE1052'DISK IS A PICTURE OF A BIG HORN RAM AND THE LETTERING BIG HORN
 HE1052'BRAND STEEL CUT COFFEE.  BIG HORN COFFEE IS ON A CIRCLE AT THE
 HE1052'OUTER EDGE OF THE DISK.
 HE1052'
 HE1052'THE TANK IS ABOUT AT THE CENTER OF THE TOP OF THE WAREHOUSE
 HE1052'WHICH IS A LARGE RED BRICK, FIVE-STORY BUILDING.  IT IS ABOUT 100
 HE1052'FEET HIGH AND IS VERY PROMINENT.
 HE1052'
 HE1052'THE BUILDING IS ON THE E SIDE OF MAIN STREET BETWEEN THE FRISCO
 HE1052'RAILROAD YARDS AND E TWELFTH STREET.  THE TANK IS ABOUT ON THE
 HE1052'EXTENSION OF THE N EDGE OF W ELEVENTH STREET.
 HE1052'
 HE1052'MAIN STREET IS U.S. HIGHWAY 71 AND IS THE MAIN STREET OF JOPLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1053 ***********************************************************************
 HE1053  DESIGNATION -  JOPLIN KEYSTONE HOTEL LNDRY TK
 HE1053  PID         -  HE1053
 HE1053  STATE/COUNTY-  MO/JASPER
 HE1053  USGS QUAD   -  JOPLIN WEST (1978)
 HE1053
 HE1053                         *CURRENT SURVEY CONTROL
 HE1053  ___________________________________________________________________
 HE1053* NAD 83(1997)-  37 05 14.43811(N)    094 30 45.32957(W)     ADJUSTED  
 HE1053* NAVD 88     -                                                        
 HE1053  ___________________________________________________________________
 HE1053  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 HE1053  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HE1053
 HE1053  HORZ ORDER  -  THIRD
 HE1053
 HE1053.The horizontal coordinates were established by classical geodetic methods
 HE1053.and adjusted by the National Geodetic Survey in February 2000..
 HE1053
 HE1053
 HE1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1053
 HE1053.The geoid height was determined by GEOID03.
 HE1053
 HE1053;                    North         East     Units Scale Factor Converg.
 HE1053;SPC MO W     -   102,162.238   848,880.554   MT  0.99994119   -0 00 27.3
 HE1053;SPC KS S     -   454,269.579   754,425.650   MT  1.00004009   +2 27 01.3
 HE1053;UTM  15      - 4,105,632.020   365,565.352   MT  0.99982264   -0 54 44.2
 HE1053
 HE1053                          SUPERSEDED SURVEY CONTROL
 HE1053
 HE1053  NAD 83(1997)-  37 05 14.43813(N)    094 30 45.32956(W) AD(       ) 4
 HE1053  NAD 83(1997)-  37 05 14.44524(N)    094 30 45.33204(W) AD(       ) 4
 HE1053  NAD 83(1986)-  37 05 14.45301(N)    094 30 45.32609(W) AD(       ) 4
 HE1053  NAD 27      -  37 05 14.24000(N)    094 30 44.51100(W) AD(       ) 3
 HE1053
 HE1053.Superseded values are not recommended for survey control.
 HE1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1053.See file dsdata.txt to determine how the superseded data were derived.
 HE1053
 HE1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6556505632(NAD 83)
 HE1053_MARKER: 53 = ELEVATED TANK
 HE1053
 HE1053  HISTORY     - Date     Condition        Report By
 HE1053  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1053  HISTORY     - 1949     GOOD             CGS
 HE1053  HISTORY     - 1955     GOOD             CGS
 HE1053  HISTORY     - 19910621 MARK NOT FOUND   USPSQD
 HE1053  HISTORY     - 20050115 MARK NOT FOUND   USPSQD
 HE1053
 HE1053                          STATION DESCRIPTION
 HE1053
 HE1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1053'THIS INTERSECTION STATION IS THE CENTER OF THE KEYSTONE HOTEL
 HE1053'AND LAUNDRY WATER TANK.  IT IS A TALL STEEL TANK WITH ROUND
 HE1053'BOTTOM AND CONICAL TOP WITH WIDE EAVES.  IT HAS A BALL AT THE TIP.
 HE1053'IT IS SUPPORTED BY 4 LEGS AND HAS A PLATFORM AT THE TOP OF
 HE1053'THE LEGS.  THE ENTIRE STRUCTURE IS PAINTED SILVER.  IT IS
 HE1053'LETTERED KEYSTONE HOTEL AND LAUNDRY ON THE N AND S SIDES.  THE
 HE1053'TANK IS ABOUT 125 FEET HIGH AND IS ONE OF THE MOST PROMINENT
 HE1053'OBJECTS IN JOPLIN.  IT WAS ERECTED IN 1925.
 HE1053'
 HE1053'THE TANK IS NEAR THE CENTER OF THE BUSINESS SECTION OF JOPLIN
 HE1053'ON THE S SIDE OF THE KEYSTONE HOTEL WHICH IS ON THE S SIDE
 HE1053'OF E FOURTH STREET BETWEEN MAIN STREET AND VIRGINIA AVENUE.
 HE1053'THE TANK IS BETWEEN THE HOTEL AND THE LAUNDRY, ABOUT 20
 HE1053'FEET S OF THE S SIDE OF THE HOTEL, ABOUT 200 FEET E OF MAIN
 HE1053'STREET, ABOUT 125 FEET S OF E FOURTH STREET, AND ABOUT 100
 HE1053'FEET W OF VIRGINIA AVENUE.
 HE1053'
 HE1053'MAIN STREET IS U.S. HIGHWAYS 66 AND 71 AND IS THE MAIN STREET
 HE1053'OF JOPLIN.
 HE1053
 HE1053                          STATION RECOVERY (1949)
 HE1053
 HE1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 HE1053'RECOVERED AS DESCRIBED WITH ONE EXCEPTION.  TANK IS SILVER
 HE1053'BUT THERE IS NO LETTERING OF ANY KIND ON IT.
 HE1053
 HE1053                          STATION RECOVERY (1955)
 HE1053
 HE1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 HE1053'STATION RECOVERED AS DESCRIBED.
 HE1053
 HE1053                          STATION RECOVERY (1991)
 HE1053
 HE1053'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAN)
 HE1053'MARK NOT FOUND.
 HE1053
 HE1053                          STATION RECOVERY (2005)
 HE1053
 HE1053'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 HE1053'THE MAIN PORTION OF THIS BUILDING HAS BEEN RAZED AND THERE IS NO WATER
 HE1053'TANK AS DESCRIBED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0692 ***********************************************************************
 GG0692  DESIGNATION -  JOPLIN LOOKOUT TOWER
 GG0692  PID         -  GG0692
 GG0692  STATE/COUNTY-  MO/NEWTON
 GG0692  USGS QUAD   -  RACINE (1978)
 GG0692
 GG0692                         *CURRENT SURVEY CONTROL
 GG0692  ___________________________________________________________________
 GG0692* NAD 83(1997)-  36 57 00.31210(N)    094 30 56.58428(W)     ADJUSTED  
 GG0692* NAVD 88     -                                                        
 GG0692  ___________________________________________________________________
 GG0692  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 GG0692  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 GG0692
 GG0692  HORZ ORDER  -  THIRD
 GG0692
 GG0692.The horizontal coordinates were established by classical geodetic methods
 GG0692.and adjusted by the National Geodetic Survey in February 2000..
 GG0692
 GG0692
 GG0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0692
 GG0692.The geoid height was determined by GEOID03.
 GG0692
 GG0692;                    North         East     Units Scale Factor Converg.
 GG0692;SPC MO W     -    86,930.644   848,600.096   MT  0.99994120   -0 00 34.0
 GG0692;UTM  15      - 4,090,408.531   365,044.878   MT  0.99982437   -0 54 40.6
 GG0692
 GG0692                          SUPERSEDED SURVEY CONTROL
 GG0692
 GG0692  NAD 83(1997)-  36 57 00.31210(N)    094 30 56.58421(W) AD(       ) 4
 GG0692  NAD 83(1997)-  36 57 00.31214(N)    094 30 56.58423(W) AD(       ) 4
 GG0692  NAD 83(1997)-  36 57 00.31915(N)    094 30 56.58656(W) AD(       ) 4
 GG0692  NAD 83(1986)-  36 57 00.32657(N)    094 30 56.58170(W) AD(       ) 4
 GG0692  NAD 27      -  36 57 00.09897(N)    094 30 55.77963(W) AD(       ) 3
 GG0692
 GG0692.Superseded values are not recommended for survey control.
 GG0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0692.See file dsdata.txt to determine how the superseded data were derived.
 GG0692
 GG0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6504590409(NAD 83)
 GG0692_MARKER: 57 = LOOKOUT TOWER
 GG0692
 GG0692  HISTORY     - Date     Condition        Report By
 GG0692  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0692  HISTORY     - 1965     GOOD             CGS
 GG0692
 GG0692                          STATION DESCRIPTION
 GG0692
 GG0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 GG0692'THE STATION IS THE CENTER OF THE TOP OF THE LOOKOUT TOWER,
 GG0692'LOCATED ABOUT 10 MILES NORTH OF NEOSHO, ABOUT 8 MILES SOUTH OF
 GG0692'JOPLIN, ABOUT 3-1/2 MILES NORTH OF RACINE, IN THE SOUTHEAST
 GG0692'1/4 OF SEC. 27, T. 26 N., R 33 W.  IT IS A 4 LEGGED WOODEN
 GG0692'STRUCTURE WITH A WOODEN OBSERVATION ROOM ON TOP PAINTED WHITE.
 GG0692'THE HEIGHT IS ABOUT 75 FEET.
 GG0692'
 GG0692'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 86 AND COUNTY ROAD
 GG0692'K AND CC IN RACINE, GO NORTH ON HIGHWAY 86 FOR 4.15 MILES TO
 GG0692'A CROSSROAD (COUNTY ROAD P).  TURN RIGHT AND GO EAST ON COUNTY
 GG0692'ROAD P FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 GG0692'A GRAVELED ROAD FOR 0.2 MILE TO A DRIVEWAY LEFT.  TURN LEFT
 GG0692'AND GO EAST ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION.
 GG0692
 GG0692                          STATION RECOVERY (1965)
 GG0692
 GG0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 GG0692'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1049 ***********************************************************************
 HE1049  DESIGNATION -  JOPLIN MINERS ICE FUEL CO STK
 HE1049  PID         -  HE1049
 HE1049  STATE/COUNTY-  MO/JASPER
 HE1049  USGS QUAD   -  JOPLIN WEST (1978)
 HE1049
 HE1049                         *CURRENT SURVEY CONTROL
 HE1049  ___________________________________________________________________
 HE1049* NAD 83(1997)-  37 04 49.88476(N)    094 30 37.81535(W)     ADJUSTED  
 HE1049* NAVD 88     -                                                        
 HE1049  ___________________________________________________________________
 HE1049  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 HE1049  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HE1049
 HE1049  HORZ ORDER  -  THIRD
 HE1049
 HE1049.The horizontal coordinates were established by classical geodetic methods
 HE1049.and adjusted by the National Geodetic Survey in February 2000..
 HE1049
 HE1049
 HE1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1049
 HE1049.The geoid height was determined by GEOID03.
 HE1049
 HE1049;                    North         East     Units Scale Factor Converg.
 HE1049;SPC MO W     -   101,405.340   849,066.040   MT  0.99994119   -0 00 22.8
 HE1049;SPC KS S     -   453,521.258   754,643.447   MT  1.00004180   +2 27 06.0
 HE1049;UTM  15      - 4,104,872.378   365,738.844   MT  0.99982206   -0 54 39.1
 HE1049
 HE1049                          SUPERSEDED SURVEY CONTROL
 HE1049
 HE1049  NAD 83(1997)-  37 04 49.88478(N)    094 30 37.81534(W) AD(       ) 4
 HE1049  NAD 83(1997)-  37 04 49.89189(N)    094 30 37.81780(W) AD(       ) 4
 HE1049  NAD 83(1986)-  37 04 49.89968(N)    094 30 37.81205(W) AD(       ) 4
 HE1049  NAD 27      -  37 04 49.68500(N)    094 30 37.00000(W) AD(       ) 3
 HE1049
 HE1049.Superseded values are not recommended for survey control.
 HE1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1049.See file dsdata.txt to determine how the superseded data were derived.
 HE1049
 HE1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6573904872(NAD 83)
 HE1049_MARKER: 63 = STACK
 HE1049
 HE1049  HISTORY     - Date     Condition        Report By
 HE1049  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1049  HISTORY     - 1959     MARK NOT FOUND   USAF
 HE1049  HISTORY     - 19910621 MARK NOT FOUND   USPSQD
 HE1049
 HE1049                          STATION DESCRIPTION
 HE1049
 HE1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1049'THIS INTERSECTION STATION IS THE CENTER OF THE STACK AT THE
 HE1049'PLANT OF THE MINERS ICE AND FUEL COMPANY.  IT IS A CYLINDRICAL
 HE1049'STEEL STACK PAINTED BLACK.  IT IS GUYED BY TWO WIRES ON EACH OF
 HE1049'FOUR SIDES.  IT IS ABOUT 120 FEET HIGH AND IS QUITE PROMINENT.
 HE1049'
 HE1049'THE STACK RISES OUT OF THE TOP OF THE NE CORNER OF A LONG (E-W)
 HE1049'WHITE STONE BUILDING.  THE BUILDING IS ON THE N SIDE OF E TENTH
 HE1049'STREET BETWEEN KENTUCKY AND PENNSYLVANIA AVENUES.
 HE1049'
 HE1049'THE STACK IS ABOUT 60 FEET N OF TENTH STREET AND ABOUT 35 FEET W
 HE1049'OF KENTUCKY AVENUE.
 HE1049'
 HE1049'TENTH STREET RUNS ALONG THE N SIDE OF THE MISSOURI PACIFIC
 HE1049'RAILROAD YARDS.
 HE1049'
 HE1049'KENTUCKY AVENUE IS THREE BLOCKS E OF THE MAIN STREET OF TOWN.
 HE1049
 HE1049                          STATION RECOVERY (1959)
 HE1049
 HE1049'RECOVERY NOTE BY US AIR FORCE 1959
 HE1049'STACK HAS BEEN REMOVED.
 HE1049
 HE1049                          STATION RECOVERY (1991)
 HE1049
 HE1049'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAN)
 HE1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0958 ***********************************************************************
 HE0958  DESIGNATION -  JOPLIN MUN APT AP STA K 1960
 HE0958  PID         -  HE0958
 HE0958  STATE/COUNTY-  MO/JASPER
 HE0958  USGS QUAD   -  WEBB CITY (1975)
 HE0958
 HE0958                         *CURRENT SURVEY CONTROL
 HE0958  ___________________________________________________________________
 HE0958* NAD 83(1997)-  37 08 40.87225(N)    094 29 31.80776(W)     ADJUSTED  
 HE0958* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 HE0958  ___________________________________________________________________
 HE0958  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 HE0958  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HE0958
 HE0958  HORZ ORDER  -  THIRD
 HE0958
 HE0958.This mark is at Joplin Regional Airport (JLN)
 HE0958
 HE0958.The horizontal coordinates were established by classical geodetic methods
 HE0958.and adjusted by the National Geodetic Survey in February 2000..
 HE0958
 HE0958.The orthometric height was scaled from a topographic map.
 HE0958
 HE0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0958
 HE0958.The geoid height was determined by GEOID03.
 HE0958
 HE0958;                    North         East     Units Scale Factor Converg.
 HE0958;SPC MO W     -   108,525.714   850,695.702   MT  0.99994118   +0 00 17.0
 HE0958;UTM  15      - 4,111,965.252   367,480.579   MT  0.99981633   -0 54 04.1
 HE0958
 HE0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0958!SPC MO W     -   0.99995805  x   0.99994118  =   0.99989923
 HE0958!UTM  15      -   0.99995805  x   0.99981633  =   0.99977439
 HE0958
 HE0958:                Primary Azimuth Mark                     Grid Az
 HE0958:SPC MO W     -  AIRPORT BCN JOPLIN MUN APT               285 02 49.5
 HE0958:UTM  15      -  AIRPORT BCN JOPLIN MUN APT               285 57 10.6
 HE0958
 HE0958|---------------------------------------------------------------------|
 HE0958| PID    Reference Object                     Distance      Geod. Az  |
 HE0958|                                                           dddmmss.s |
 HE0958| HE1037 AIRPORT BCN JOPLIN MUN APT          APPROX. 0.9 KM 2850306.5 |
 HE0958| HE0959 JOPLIN MUN APT ARP 2 1960           APPROX. 0.7 KM 3175823.4 |
 HE0958|---------------------------------------------------------------------|
 HE0958
 HE0958                          SUPERSEDED SURVEY CONTROL
 HE0958
 HE0958  NAD 83(1997)-  37 08 40.87227(N)    094 29 31.80776(W) AD(       ) 3
 HE0958  NAD 83(1997)-  37 08 40.87937(N)    094 29 31.81029(W) AD(       ) 3
 HE0958  NAD 83(1986)-  37 08 40.88638(N)    094 29 31.80503(W) AD(       ) 3
 HE0958  NAD 27      -  37 08 40.67900(N)    094 29 30.98600(W) AD(       ) 3
 HE0958
 HE0958.Superseded values are not recommended for survey control.
 HE0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0958.See file dsdata.txt to determine how the superseded data were derived.
 HE0958
 HE0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6748111965(NAD 83)
 HE0958_MARKER: DT = TOPOGRAPHIC STATION DISK
 HE0958_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HE0958_SP_SET: RUNWAY
 HE0958_STAMPING: AP 1960 STA K
 HE0958_MARK LOGO: CGS   
 HE0958_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0958
 HE0958  HISTORY     - Date     Condition        Report By
 HE0958  HISTORY     - 1960     MONUMENTED       CGS
 HE0958  HISTORY     - 1967     GOOD             CGS
 HE0958  HISTORY     - 1969     GOOD             CGS
 HE0958  HISTORY     - 19810615 GOOD             NGS
 HE0958
 HE0958                          STATION DESCRIPTION
 HE0958
 HE0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JP)
 HE0958'AT JOPLIN MUNICIPAL AIRPORT AT THE SOUTHEAST END AND AT
 HE0958'THE NORTHEAST CORNER OF THE NW-SE RUNWAY, 51.95 FEET NW OF MOST
 HE0958'NORTHEASTERN ONE OF SIX THRESHOLD LIGHTS, 167.60 FEET NE OF
 HE0958'THE MOST SOUTHWESTERLY ONE OF SIX THRESHOLD LIGHTS.
 HE0958'
 HE0958'THE STATION IS A STANDARD TOPOGRAPHIC DISK FLUSH WITH THE RUNWAY
 HE0958'IN A FOUR FOOD IRREGULAR CONCRETE POST, STAMPED AP 1960.  STA K.
 HE0958
 HE0958                          STATION RECOVERY (1967)
 HE0958
 HE0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 HE0958'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HE0958'CONDITION.
 HE0958'
 HE0958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NE OF
 HE0958'JOPLIN.
 HE0958
 HE0958                          STATION RECOVERY (1969)
 HE0958
 HE0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 HE0958'LOCATED ON THE JOPLIN MUNICIPAL AIRPORT, AT THE EAST CORNER OF RUNWAY
 HE0958'END 31, 167.60 FEET NORTH OF WESTERN MOST THRESHOLD LIGHT, 51.95
 HE0958'FEET WEST-NORTHWEST OF THE EASTERN MOST THRESHOLD LIGHT.
 HE0958'MARK IS PROTECTED BY A CORIGATED PIPE AND IS 0.8 FOOT BELOW RUNWAY
 HE0958'ELEVATION.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1960 STA K.
 HE0958'
 HE0958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH.
 HE0958
 HE0958                          STATION RECOVERY (1981)
 HE0958
 HE0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HE0958'LOCATED ON THE EAST CORNER OF RUNWAY END 31, 167.60 FT (51.08 M) NORTH
 HE0958'OF THE MOST WESTERLY THRESHOLD LIGHT, 51.95 FT (15.83 M)
 HE0958'WEST-NORTHWEST OF THE MOST EASTERLY THRESHOLD LIGHT.  MARK IS
 HE0958'PROTECTED BY A CORRUGATED PIPE AND IS 0.8 FT (24.4 CM) BELOW RUNWAY
 HE0958'ELEVATION.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1960 STA K.  NOTE,
 HE0958'STATION PUBLISHED BY GEODESY 1960 QUAD 370942 STA 1003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0960 ***********************************************************************
 HE0960  DESIGNATION -  JOPLIN MUN APT AP STA A 1955
 HE0960  PID         -  HE0960
 HE0960  STATE/COUNTY-  MO/JASPER
 HE0960  USGS QUAD   -  WEBB CITY (1975)
 HE0960
 HE0960                         *CURRENT SURVEY CONTROL
 HE0960  ___________________________________________________________________
 HE0960* NAD 83(1997)-  37 08 35.88613(N)    094 29 53.24654(W)     ADJUSTED  
 HE0960* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 HE0960  ___________________________________________________________________
 HE0960  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 HE0960  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HE0960
 HE0960  HORZ ORDER  -  THIRD
 HE0960
 HE0960.This mark is at Joplin Regional Airport (JLN)
 HE0960
 HE0960.The horizontal coordinates were established by classical geodetic methods
 HE0960.and adjusted by the National Geodetic Survey in February 2000..
 HE0960
 HE0960.The orthometric height was scaled from a topographic map.
 HE0960
 HE0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0960
 HE0960.The geoid height was determined by GEOID03.
 HE0960
 HE0960;                    North         East     Units Scale Factor Converg.
 HE0960;SPC MO W     -   108,371.984   850,166.659   MT  0.99994118   +0 00 04.1
 HE0960;UTM  15      - 4,111,819.923   366,949.237   MT  0.99981807   -0 54 17.0
 HE0960
 HE0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0960!SPC MO W     -   0.99995805  x   0.99994118  =   0.99989923
 HE0960!UTM  15      -   0.99995805  x   0.99981807  =   0.99977613
 HE0960
 HE0960:                Primary Azimuth Mark                     Grid Az
 HE0960:SPC MO W     -  AIRPORT BCN JOPLIN MUN APT               321 41 04.9
 HE0960:UTM  15      -  AIRPORT BCN JOPLIN MUN APT               322 35 26.0
 HE0960
 HE0960|---------------------------------------------------------------------|
 HE0960| PID    Reference Object                     Distance      Geod. Az  |
 HE0960|                                                           dddmmss.s |
 HE0960| HE1037 AIRPORT BCN JOPLIN MUN APT          478.962 METERS 3214109.0 |
 HE0960| HE0281 JOPLIN MUNICIPAL APT ARP            APPROX. 0.7 KM 3524531.9 |
 HE0960|---------------------------------------------------------------------|
 HE0960
 HE0960                          SUPERSEDED SURVEY CONTROL
 HE0960
 HE0960  NAD 83(1997)-  37 08 35.88614(N)    094 29 53.24654(W) AD(       ) 3
 HE0960  NAD 83(1997)-  37 08 35.89324(N)    094 29 53.24907(W) AD(       ) 3
 HE0960  NAD 83(1986)-  37 08 35.90024(N)    094 29 53.24373(W) AD(       ) 3
 HE0960  NAD 27      -  37 08 35.69300(N)    094 29 52.42500(W) AD(       ) 3
 HE0960
 HE0960.Superseded values are not recommended for survey control.
 HE0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0960.See file dsdata.txt to determine how the superseded data were derived.
 HE0960
 HE0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6694911820(NAD 83)
 HE0960_MARKER: DT = TOPOGRAPHIC STATION DISK
 HE0960_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HE0960_STAMPING: AP 1955 STA A
 HE0960_MARK LOGO: CGS   
 HE0960_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0960
 HE0960  HISTORY     - Date     Condition        Report By
 HE0960  HISTORY     - 1955     MONUMENTED       CGS
 HE0960  HISTORY     - 1960     GOOD             CGS
 HE0960  HISTORY     - 1967     GOOD             CGS
 HE0960  HISTORY     - 1969     GOOD             CGS
 HE0960  HISTORY     - 19881122 GOOD             NGS
 HE0960
 HE0960                          STATION DESCRIPTION
 HE0960
 HE0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 HE0960'THE STATION IS ABOUT 5 MILES NORTHEAST OF JOPLIN AT THE
 HE0960'JOPLIN MUNICIPAL AIRPORT AT THE SOUTH END AND AT THE SOUTHEAST
 HE0960'CORNER OF THE N-S RUNWAY, 143.3 FEET NORTHEAST OF THE MOST
 HE0960'WESTERLY ONE OF FOUR THRESHOLD LITES AND 100.2 FEET NORTH OF
 HE0960'THE MOST EASTERLY ONE OF FOUR THRESHOLD LITES.
 HE0960'
 HE0960'THE STATION IS A STANDARD TOPOGRAPHIC DISK ATTACHED TO THE
 HE0960'TOP OF AN 18-INCH METAL STAKE, THE TOP 8 INCHES SET IN CONCRETE
 HE0960'AND IS STAMPED AP 1955 STA A.
 HE0960
 HE0960                          STATION RECOVERY (1960)
 HE0960
 HE0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 HE0960'THIS STATION WAS RECOVERED AS DESCRIBED AND IT WAS FOUND TO BE IN
 HE0960'GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE.  THE STATION
 HE0960'IS STAMPED AP 1955 STA A.
 HE0960
 HE0960                          STATION RECOVERY (1967)
 HE0960
 HE0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 HE0960'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HE0960'CONDITION.
 HE0960'
 HE0960'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NE OF
 HE0960'JOPLIN.
 HE0960
 HE0960                          STATION RECOVERY (1969)
 HE0960
 HE0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 HE0960'LOCATED ON THE JOPLIN MUNICIPAL AIRPORT AT THE SOUTH END OF RUNWAY
 HE0960'35, AT THE EXTREME SOUTHEAST CORNER OF THE RUNWAY.  143.3 FEET
 HE0960'NORTHEAST OF THE MOST WESTERLY ONE OF FOUR THRESHORD LIGHT BASES
 HE0960'AND 100.2 FEET NORTH OF THE DISK ATTACHED TO AN 18-METAL STAKE.  THE
 HE0960'TOP 8 INCHES SET IN CONCRETE AND IS STAMPED AP 1955 STA A.
 HE0960'
 HE0960'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH.
 HE0960
 HE0960                          STATION RECOVERY (1988)
 HE0960
 HE0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HE0960'LOCATED AT THE EXTREME SOUTHEAST CORNER OF RUNWAY 35, 143.3 FT (43.7
 HE0960'M) NORTHEAST OF THE MOST WESTERLY ONE OF FOUR THRESHOLD LIGHT BASES
 HE0960'AND 100.2 FT (30.5 M) NORTH OF THE MOST EASTERLY ONE OF FOUR THRESHOLD
 HE0960'LIGHT BASES, 108.5 FT (33.1 M) SOUTH OF A RUNWAY LIGHT, 51.15 FT
 HE0960'(15.59 M) NORTH OF A NEW THRESHOLD LIGHT.  A STANDARD TOPOGRAPHIC DISK
 HE0960'STAMPED AP 1955 STA A.  MARK IS 0.3 FT (9.1 CM) BELOW THE RUNWAY
 HE0960'ELEVATION.  NOTE, STATION PUBLISHED BY GEODESY 1960 QUAD 370942 STA
 HE0960'1002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1036 ***********************************************************************
 HE1036  DESIGNATION -  JOPLIN MUN APT AP STA J 1960
 HE1036  PID         -  HE1036
 HE1036  STATE/COUNTY-  MO/JASPER
 HE1036  USGS QUAD   -  CARL JUNCTION (1978)
 HE1036
 HE1036                         *CURRENT SURVEY CONTROL
 HE1036  ___________________________________________________________________
 HE1036* NAD 83(1997)-  37 09 21.28440(N)    094 30 17.31606(W)     ADJUSTED  
 HE1036* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 HE1036  ___________________________________________________________________
 HE1036  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 HE1036  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HE1036
 HE1036  HORZ ORDER  -  THIRD
 HE1036
 HE1036.This mark is at Joplin Regional Airport (JLN)
 HE1036
 HE1036.The horizontal coordinates were established by classical geodetic methods
 HE1036.and adjusted by the National Geodetic Survey in February 2000..
 HE1036
 HE1036.The orthometric height was scaled from a topographic map.
 HE1036
 HE1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1036
 HE1036.The geoid height was determined by GEOID03.
 HE1036
 HE1036;                    North         East     Units Scale Factor Converg.
 HE1036;SPC MO W     -   109,771.444   849,572.753   MT  0.99994118   -0 00 10.5
 HE1036;UTM  15      - 4,113,228.427   366,377.604   MT  0.99981995   -0 54 32.5
 HE1036
 HE1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1036!SPC MO W     -   0.99995868  x   0.99994118  =   0.99989986
 HE1036!UTM  15      -   0.99995868  x   0.99981995  =   0.99977864
 HE1036
 HE1036:                Primary Azimuth Mark                     Grid Az
 HE1036:SPC MO W     -  JOPLIN MUN APT AP STA K 1960             137 58 02.3
 HE1036:UTM  15      -  JOPLIN MUN APT AP STA K 1960             138 52 24.3
 HE1036
 HE1036|---------------------------------------------------------------------|
 HE1036| PID    Reference Object                     Distance      Geod. Az  |
 HE1036|                                                           dddmmss.s |
 HE1036| HE0958 JOPLIN MUN APT AP STA K 1960        APPROX. 1.7 KM 1375751.8 |
 HE1036| HE1037 AIRPORT BCN JOPLIN MUN APT          APPROX. 1.1 KM 1634910.5 |
 HE1036|---------------------------------------------------------------------|
 HE1036
 HE1036                          SUPERSEDED SURVEY CONTROL
 HE1036
 HE1036  NAD 83(1997)-  37 09 21.28441(N)    094 30 17.31606(W) AD(       ) 3
 HE1036  NAD 83(1997)-  37 09 21.29151(N)    094 30 17.31859(W) AD(       ) 3
 HE1036  NAD 83(1986)-  37 09 21.29845(N)    094 30 17.31339(W) AD(       ) 3
 HE1036  NAD 27      -  37 09 21.09300(N)    094 30 16.49200(W) AD(       ) 3
 HE1036
 HE1036.Superseded values are not recommended for survey control.
 HE1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1036.See file dsdata.txt to determine how the superseded data were derived.
 HE1036
 HE1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6637813228(NAD 83)
 HE1036_MARKER: DD = SURVEY DISK
 HE1036_SETTING: 0 = UNSPECIFIED SETTING
 HE1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE1036
 HE1036  HISTORY     - Date     Condition        Report By
 HE1036  HISTORY     - 1960     MONUMENTED       CGS
 HE1036  HISTORY     - 1967     GOOD             CGS
 HE1036  HISTORY     - 1969     GOOD             CGS
 HE1036
 HE1036                          STATION DESCRIPTION
 HE1036
 HE1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JP)
 HE1036'AT JOPLIN MUNICIPAL AIRPORT AT THE NORTHWEST END AND AT THE
 HE1036'NORTHEAST CORNER OF THE NW-SE RUNWAY, 47.6 FEET SE OF MOST
 HE1036'NORTHEASTERN ONE OF SIX THRESHOLD LIGHTS, 166.6 FEET NE OF MOST
 HE1036'SOUTHWESTERLY ONE OF SIX THRESHOLD LIGHTS.  THE STATION IS A
 HE1036'STD. TOPO. DISK FLUSH WITH THE RUNWAY SURFACE AND STAMPED
 HE1036'AP 1960 STA J.
 HE1036
 HE1036                          STATION RECOVERY (1967)
 HE1036
 HE1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 HE1036'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HE1036'CONDITION.
 HE1036'
 HE1036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NE OF
 HE1036'JOPLIN.
 HE1036
 HE1036                          STATION RECOVERY (1969)
 HE1036
 HE1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 HE1036'LOCATED ON THE JOPLIN MUNICIPAL AIRPORT, 1000 FEET SOUTHEAST OF THE
 HE1036'NORTH CORNER OF RUNWAY END 13, 54.7 FEET NORTHWEST OF THE CENTERLINE
 HE1036'OF THE ILS-GS ANTENNA MAINTAINENCE ROAD, ON RANGE WITH THE
 HE1036'NORTHWEST EDGE OF A TAXIWAY.  MARK IS PROTECTED BY A CORIGATED PIPE
 HE1036'AND IS 0.6 FOOT BELOW RUNWAY ELEVATION.  A STANDARD TOPOGRAPHIC
 HE1036'DISK STAMPED AP 1960 STA J.
 HE1036'
 HE1036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0959 ***********************************************************************
 HE0959  DESIGNATION -  JOPLIN MUN APT ARP 2 1960
 HE0959  PID         -  HE0959
 HE0959  STATE/COUNTY-  MO/JASPER
 HE0959  USGS QUAD   -  WEBB CITY (1975)
 HE0959
 HE0959                         *CURRENT SURVEY CONTROL
 HE0959  ___________________________________________________________________
 HE0959* NAD 83(1997)-  37 08 56.78729(N)    094 29 49.72677(W)     ADJUSTED  
 HE0959* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 HE0959  ___________________________________________________________________
 HE0959  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 HE0959  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 HE0959
 HE0959  HORZ ORDER  -  THIRD
 HE0959
 HE0959.This mark is at Joplin Regional Airport (JLN)
 HE0959
 HE0959.The horizontal coordinates were established by classical geodetic methods
 HE0959.and adjusted by the National Geodetic Survey in February 2000..
 HE0959
 HE0959.The orthometric height was scaled from a topographic map.
 HE0959
 HE0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0959
 HE0959.The geoid height was determined by GEOID03.
 HE0959
 HE0959;                    North         East     Units Scale Factor Converg.
 HE0959;SPC MO W     -   109,016.287   850,253.499   MT  0.99994118   +0 00 06.2
 HE0959;UTM  15      - 4,112,462.693   367,046.241   MT  0.99981775   -0 54 15.3
 HE0959
 HE0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0959!SPC MO W     -   0.99995852  x   0.99994118  =   0.99989970
 HE0959!UTM  15      -   0.99995852  x   0.99981775  =   0.99977628
 HE0959
 HE0959:                Primary Azimuth Mark                     Grid Az
 HE0959:SPC MO W     -  AIRPORT BCN JOPLIN MUN APT               235 01 10.3
 HE0959:UTM  15      -  AIRPORT BCN JOPLIN MUN APT               235 55 31.8
 HE0959
 HE0959|---------------------------------------------------------------------|
 HE0959| PID    Reference Object                     Distance      Geod. Az  |
 HE0959|                                                           dddmmss.s |
 HE0959| HE1037 AIRPORT BCN JOPLIN MUN APT          468.417 METERS 2350116.5 |
 HE0959| HE0281 JOPLIN MUNICIPAL APT ARP            195.422 METERS 29350     |
 HE0959| HE1036 JOPLIN MUN APT AP STA J 1960        APPROX. 1.0 KM 3175805.8 |
 HE0959|---------------------------------------------------------------------|
 HE0959
 HE0959                          SUPERSEDED SURVEY CONTROL
 HE0959
 HE0959  NAD 83(1997)-  37 08 56.78730(N)    094 29 49.72677(W) AD(       ) 3
 HE0959  NAD 83(1997)-  37 08 56.79440(N)    094 29 49.72930(W) AD(       ) 3
 HE0959  NAD 83(1986)-  37 08 56.80133(N)    094 29 49.72401(W) AD(       ) 3
 HE0959  NAD 27      -  37 08 56.59500(N)    094 29 48.90500(W) AD(       ) 3
 HE0959
 HE0959.Superseded values are not recommended for survey control.
 HE0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0959.See file dsdata.txt to determine how the superseded data were derived.
 HE0959
 HE0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6704612463(NAD 83)
 HE0959_MARKER: DT = TOPOGRAPHIC STATION DISK
 HE0959_SETTING: 0 = UNSPECIFIED SETTING
 HE0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0959
 HE0959  HISTORY     - Date     Condition        Report By
 HE0959  HISTORY     - 1960     MONUMENTED       CGS
 HE0959  HISTORY     - 1967     GOOD             CGS
 HE0959  HISTORY     - 1969     GOOD             CGS
 HE0959
 HE0959                          STATION DESCRIPTION
 HE0959
 HE0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JP)
 HE0959'AT JOPLIN MUNICIPAL AIRPORT ON THE NORTHEAST EDGE OF NW-SE RW,
 HE0959'APPROXIMATE GEOGRAPHIC CENTER OF LANDING AREA, 303.4 FT SE OF E
 HE0959'EDGE OF N-S RW, 89.8 FT SE OF SECOND RW LIGHT SE OF E EDGE N-S RW,
 HE0959'67.15 FT NW OF THIRD RW LIGHT SE OF N-S RW ON NE EDGE NW-SE
 HE0959'RW.
 HE0959'
 HE0959'THE STATION IS A STANDARD TOPO. DISK IN A CONCRETE POST,
 HE0959'FLUSH WITH THE SURFACE OF THE RUNWAY, STAMPED ARP-2 1960.
 HE0959
 HE0959                          STATION RECOVERY (1967)
 HE0959
 HE0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 HE0959'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HE0959'CONDITION.
 HE0959'
 HE0959'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN--5 MILES NE
 HE0959'OF JOPLIN.
 HE0959
 HE0959                          STATION RECOVERY (1969)
 HE0959
 HE0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 HE0959'LOCATED ON THE JOPLIN MUNICIPAL AIRPORT, ON THE NORTH EDGE OF RUNWAY
 HE0959'13-31, 89.8 FEET SOUTHEAST OF THE SECOND RUNWAY LIGHT SOUTHEAST OF
 HE0959'THE EAST EDGE OF RUNWAY 17-35, 67.15 FEET NORTHWEST OF THE THIRD
 HE0959'RUNWAY LIGHT SOUTHEAST OF THE EAST EDGE OF RUNWAY 17-35, 303.4
 HE0959'FEET SOUTHEAST OF THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 HE0959'RUNWAYS 17-35 AND 13-31.  MARK IS PROTECTED BY A CORIGATE PIPE
 HE0959'AND IS 0.6 FEET BELOW THE RUNWAY ELEVATION.  A STANDARD
 HE0959'TOPOGRAPHIC DISK STAMPED ARP 2 1960.
 HE0959'
 HE0959'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1038 ***********************************************************************
 HE1038  DESIGNATION -  JOPLIN MUN WATER WKS STK
 HE1038  PID         -  HE1038
 HE1038  STATE/COUNTY-  MO/JASPER
 HE1038  USGS QUAD   -  JOPLIN WEST (1978)
 HE1038
 HE1038                         *CURRENT SURVEY CONTROL
 HE1038  ___________________________________________________________________
 HE1038* NAD 83(1997)-  37 04 05.42061(N)    094 31 34.20606(W)     ADJUSTED  
 HE1038* NAVD 88     -                                                        
 HE1038  ___________________________________________________________________
 HE1038  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 HE1038  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 HE1038
 HE1038  HORZ ORDER  -  THIRD
 HE1038
 HE1038.The horizontal coordinates were established by classical geodetic methods
 HE1038.and adjusted by the National Geodetic Survey in February 2000..
 HE1038
 HE1038
 HE1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1038
 HE1038.The geoid height was determined by GEOID03.
 HE1038
 HE1038;                    North         East     Units Scale Factor Converg.
 HE1038;SPC MO W     -   100,034.970   847,672.929   MT  0.99994124   -0 00 56.8
 HE1038;SPC KS S     -   452,092.259   753,310.251   MT  1.00004494   +2 26 31.3
 HE1038;UTM  15      - 4,103,524.326   364,324.442   MT  0.99982677   -0 55 12.2
 HE1038
 HE1038                          SUPERSEDED SURVEY CONTROL
 HE1038
 HE1038  NAD 83(1997)-  37 04 05.42063(N)    094 31 34.20604(W) AD(       ) 4
 HE1038  NAD 83(1997)-  37 04 05.42755(N)    094 31 34.20844(W) AD(       ) 4
 HE1038  NAD 83(1986)-  37 04 05.43594(N)    094 31 34.20191(W) AD(       ) 4
 HE1038  NAD 27      -  37 04 05.22000(N)    094 31 33.39000(W) AD(       ) 3
 HE1038
 HE1038.Superseded values are not recommended for survey control.
 HE1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1038.See file dsdata.txt to determine how the superseded data were derived.
 HE1038
 HE1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6432403524(NAD 83)
 HE1038_MARKER: 63 = STACK
 HE1038
 HE1038  HISTORY     - Date     Condition        Report By
 HE1038  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1038  HISTORY     - 1960     GOOD             CGS
 HE1038  HISTORY     - 19910621 MARK NOT FOUND   USPSQD
 HE1038
 HE1038                          STATION DESCRIPTION
 HE1038
 HE1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1038'THIS INTERSECTION STATION IS THE CENTER OF THE STACK AT THE
 HE1038'PUMPING STATION OF THE JOPLIN MUNICIPAL WATER WORKS.  IT IS A
 HE1038'ROUND RED BRICK STACK WITH CORBEL ABOUT 1 FOOT BELOW THE TOP
 HE1038'AND AN ENLARGED BAND ABOUT 10 FEET BELOW THE CORBEL.  IT IS ABOUT
 HE1038'150 FEET HIGH AND IS ONE OF THE MOST PROMINENT OBJECTS IN JOPLIN.
 HE1038'
 HE1038'THE STACK IS IN THE SW PART OF JOPLIN, ABOUT 1-1/2 MILES SW OF THE
 HE1038'CENTER OF TOWN, AT THE CITY WATER WORKS AND PUMPING STATION.
 HE1038'IT IS ABOUT 75 FEET E OF PICHER AVENUE, ABOUT 75 FEET S OF W
 HE1038'TWENTY-FIRST STREET, AND ABOUT 75 FEET NW OF THE NW CORNER OF
 HE1038'THE SMALLER OF 2 RESERVOIRS, AND IS AT THE SE CORNER OF THE PUMP
 HE1038'HOUSE.
 HE1038'
 HE1038'THERE IS A STANDPIPE ABOUT 95 FEET HIGH ABOUT 60 FEET NE.
 HE1038'
 HE1038'TRIANGULATION STATION JOPLIN IS ABOUT 270 FEET NW OF THE STACK.
 HE1038
 HE1038                          STATION RECOVERY (1960)
 HE1038
 HE1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 HE1038'THE STATION WAS RECOVERED AS DESCRIBED, AND IT WAS FOUND TO BE IN
 HE1038'GOOD SHAPE.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
 HE1038
 HE1038                          STATION RECOVERY (1991)
 HE1038
 HE1038'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAN)
 HE1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0281 ***********************************************************************
 HE0281  PACS        -  This is a Primary Airport Control Station.
 HE0281  DESIGNATION -  JOPLIN MUNICIPAL APT ARP
 HE0281  PID         -  HE0281
 HE0281  STATE/COUNTY-  MO/JASPER
 HE0281  USGS QUAD   -  WEBB CITY (1975)
 HE0281
 HE0281                         *CURRENT SURVEY CONTROL
 HE0281  ___________________________________________________________________
 HE0281* NAD 83(1997)-  37 08 59.34864(N)    094 29 56.97075(W)     ADJUSTED  
 HE0281* NAVD 88     -       295.185  (meters)     968.45   (feet)  ADJUSTED  
 HE0281  ___________________________________________________________________
 HE0281  X           -    -399,296.478 (meters)                     COMP
 HE0281  Y           -  -5,074,495.598 (meters)                     COMP
 HE0281  Z           -   3,830,819.073 (meters)                     COMP
 HE0281  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 HE0281  ELLIP HEIGHT-         265.40  (meters)          (02/28/00) GPS OBS
 HE0281  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 HE0281  DYNAMIC HT  -         294.948 (meters)     967.68  (feet)  COMP
 HE0281  MODELED GRAV-     979,821.8   (mgal)                       NAVD 88
 HE0281
 HE0281  HORZ ORDER  -  B
 HE0281  VERT ORDER  -  SECOND    CLASS 0
 HE0281  ELLP ORDER  -  FIRST     CLASS I
 HE0281
 HE0281.This mark is at Joplin Regional Airport (JLN)
 HE0281
 HE0281.The horizontal coordinates were established by GPS observations
 HE0281.and adjusted by the National Geodetic Survey in February 2000..
 HE0281
 HE0281.The orthometric height was determined by differential leveling
 HE0281.and adjusted by the National Geodetic Survey in June 1991..
 HE0281
 HE0281.Photographs are available for this station.
 HE0281
 HE0281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE0281
 HE0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0281
 HE0281.The ellipsoidal height was determined by GPS observations
 HE0281.and is referenced to NAD 83.
 HE0281
 HE0281.The geoid height was determined by GEOID03.
 HE0281
 HE0281.The dynamic height is computed by dividing the NAVD 88
 HE0281.geopotential number by the normal gravity value computed on the
 HE0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0281.degrees latitude (g = 980.6199 gals.).
 HE0281
 HE0281.The modeled gravity was interpolated from observed gravity values.
 HE0281
 HE0281;                    North         East     Units Scale Factor Converg.
 HE0281;SPC MO W     -   109,095.240   850,074.748   MT  0.99994118   +0 00 01.8
 HE0281;UTM  15      - 4,112,544.453   366,868.783   MT  0.99981834   -0 54 19.7
 HE0281
 HE0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0281!SPC MO W     -   0.99995835  x   0.99994118  =   0.99989954
 HE0281!UTM  15      -   0.99995835  x   0.99981834  =   0.99977670
 HE0281
 HE0281|---------------------------------------------------------------------|
 HE0281| PID    Reference Object                     Distance      Geod. Az  |
 HE0281|                                                           dddmmss.s |
 HE0281| HE0959 JOPLIN MUN APT ARP 2 1960           195.422 METERS 11350     |
 HE0281| HE1037 AIRPORT BCN JOPLIN MUN APT          403.479 METERS 2103232.5 |
 HE0281| HE1036 JOPLIN MUN APT AP STA J 1960        APPROX. 0.8 KM 3232441.0 |
 HE0281|---------------------------------------------------------------------|
 HE0281
 HE0281                          SUPERSEDED SURVEY CONTROL
 HE0281
 HE0281  NAD 83(1997)-  37 08 59.35656(N)    094 29 56.96203(W) AD(       ) 3
 HE0281  NAD 83(1997)-  37 08 59.36366(N)    094 29 56.96456(W) AD(       ) 3
 HE0281  NAD 83(1986)-  37 08 59.37058(N)    094 29 56.95926(W) AD(       ) 3
 HE0281  NAD 27      -  37 08 59.16400(N)    094 29 56.13900(W) AD(       ) 3
 HE0281  NAVD 88 (02/28/00)  295.19   (m)          968.5    (f) LEVELING    3  
 HE0281  NGVD 29 (??/??/92)  295.084  (m)          968.12   (f) ADJ UNCH    2 0
 HE0281
 HE0281.Superseded values are not recommended for survey control.
 HE0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0281.See file dsdata.txt to determine how the superseded data were derived.
 HE0281
 HE0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6686912544(NAD 83)
 HE0281_MARKER: DT = TOPOGRAPHIC STATION DISK
 HE0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0281_STAMPING: ARP 1955
 HE0281_MARK LOGO: CGS   
 HE0281_PROJECTION: FLUSH
 HE0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0281+STABILITY: SURFACE MOTION
 HE0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0281+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2000
 HE0281
 HE0281  HISTORY     - Date     Condition        Report By
 HE0281  HISTORY     - 1955     MONUMENTED       CGS
 HE0281  HISTORY     - 1955     GOOD             CGS
 HE0281  HISTORY     - 1960     GOOD             CGS
 HE0281  HISTORY     - 1967     GOOD             NGS
 HE0281  HISTORY     - 1967     GOOD             CGS
 HE0281  HISTORY     - 1969     GOOD             CGS
 HE0281  HISTORY     - 1981     GOOD             CGS
 HE0281  HISTORY     - 1981     GOOD             CGS
 HE0281  HISTORY     - 19850615 GOOD             NGS
 HE0281  HISTORY     - 19970630 GOOD             MODNR
 HE0281  HISTORY     - 19990709 GOOD             NGS
 HE0281  HISTORY     - 20001116 GOOD             NGS
 HE0281
 HE0281                          STATION DESCRIPTION
 HE0281
 HE0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HE0281'AT JOPLIN MUN AIRPORT.
 HE0281'ABOUT 5 MILES NORTHEAST OF JOPLIN, JASPER COUNTY, AT THE JOPLIN
 HE0281'MUNICIPAL AIRPORT, NEAR THE GEOGRAPHIC CENTER OF THE LANDING
 HE0281'AREA, 350.07 FEET WEST OF THE CENTERLINE INTERSECTION OF THE
 HE0281'N-S AND NW-SE RUNWAYS, 167.33 FEET EAST OF THE EAST EDGE OF
 HE0281'A TAXIWAY AND 110.50 FEET SOUTHWEST OF THE SOUTH EDGE OF THE
 HE0281'NW-SE RUNWAY.  A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1955
 HE0281'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HE0281
 HE0281                          STATION RECOVERY (1955)
 HE0281
 HE0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 HE0281'RECOVERED IN GOOD CONDITION.
 HE0281
 HE0281                          STATION RECOVERY (1960)
 HE0281
 HE0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 HE0281'THIS STATION WAS RECOVERED AS DESCRIBED AND IT WAS FOUND TO
 HE0281'BE IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE.
 HE0281'THE STATION IS STAMPED ARP 1955.
 HE0281
 HE0281                          STATION RECOVERY (1967)
 HE0281
 HE0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HE0281'RECOVERED IN GOOD CONDITION.
 HE0281
 HE0281                          STATION RECOVERY (1967)
 HE0281
 HE0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 HE0281'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 HE0281'
 HE0281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NE. OF
 HE0281'JOPLIN, MO.
 HE0281
 HE0281                          STATION RECOVERY (1969)
 HE0281
 HE0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 HE0281'LOCATED AT THE JOPLIN MUNICIPAL AIRPORT, NEAR THE GEOGRAPHIC CENTER
 HE0281'OF THE LANDING AREA, 350.07 FEET WEST OF THE CENTERLINE INTERSECTION
 HE0281'OF THE N-S AND NW-SE RUNWAYS, 167.33 FEET EAST OF THE EAST EDGE OF
 HE0281'A TAXIWAY AND 110.50 FEET SOUTHWEST OF THE SOUTH EDGE OF THE NW-SE
 HE0281'RUNWAY.  A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1955, SET IN
 HE0281'THE TOP OF A CONCRETE MONUMENT FLUSH WITH GROUND LEVEL.
 HE0281'
 HE0281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH.
 HE0281
 HE0281                          STATION RECOVERY (1981)
 HE0281
 HE0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 HE0281'RECOVERED IN GOOD CONDITION.
 HE0281
 HE0281                          STATION RECOVERY (1981)
 HE0281
 HE0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 HE0281'RECOVERED IN GOOD CONDITION.
 HE0281
 HE0281                          STATION RECOVERY (1985)
 HE0281
 HE0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HE0281'LOCATED NEAR THE GEOGRAPHIC CENTER OF THE LANDING AREA, 165.35 FT
 HE0281'(50.40 M) WEST OF THE SIXTH TAXIWAY LIGHT, AS SHOWN.  148.45 FT (45.25
 HE0281'M) SOUTH-SOUTHWEST OF THE SECOND RUNWAY LIGHT SOUTHEAST OF THE TAXIWAY
 HE0281'INTERSECTION, 128.75 FT (39.24 M) WEST OF THE THIRD RUNWAY LIGHT
 HE0281'SOUTHEAST OF THE TAXIWAY INTERSECTION.  A STANDARD TOPOGRAPHIC DISK
 HE0281'STAMPED ARP 1955, SET FLUSH WITH GROUND LEVEL.  NOTE, STATION
 HE0281'PUBLISHED BY GEODESY 1960 QUAD 370942 STA 1001.
 HE0281
 HE0281                          STATION RECOVERY (1997)
 HE0281
 HE0281'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 HE0281'RECOVERED AS DESCRIBED.
 HE0281
 HE0281                          STATION RECOVERY (1999)
 HE0281
 HE0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 HE0281'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) EAST OF THE
 HE0281'MISSOURI-KANSAS BORDER, 6 KM (3.70 MI) NORTH OF JOPLIN AT THE JOPLIN
 HE0281'REGIONAL AIRPORT, NEAR MIDFIELD, JUST WEST OF THE JUNCTION OF RUNWAYS
 HE0281'18-36 AND 13-31, AND IN THE GRASS MEDIAN BETWEEN RUNWAY 18-36 AND ITS
 HE0281'PARALLEL TAXI (TAXI D) .  OWNERSHIP--CITY OF JOPLIN, P.O.  BOX 1355,
 HE0281'JOPLIN, MO 64801.  AIRPORT MANAGER IS STEVE STOCKAM.  PHONE
 HE0281'417-623-0262, EXTENSION 10, FAX 417-625-4714.  CONTACT HIM IN ADVANCE
 HE0281'FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED
 HE0281'GATES.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 171 (NORTH MAIN
 HE0281'STREET ROAD) AND STATE HIGHWAY 43 (DEMOTT AVENUE) ABOUT 6 KM (3.70 MI)
 HE0281'NORTH OF JOPLIN, GO EAST ON HIGHWAY 171 FOR 0.41 KM (0.25 MI) TO THE
 HE0281'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH, ON THE ROAD FOR
 HE0281'0.40 KM (0.25 MI) TO A GATE IN THE PERIMETER FENCE ON THE RIGHT JUST
 HE0281'BEFORE A CURVE IN THE ROAD.  TURN RIGHT, EAST, PASSING THROUGH THE
 HE0281'GATE AND ALONG A TAXI FOR 0.48 KM (0.30 MI) TO THE EAST EDGE OF THE
 HE0281'APRON AND THE JUNCTION OF THREE TAXIS.  TURN LEFT, NORTH, ALONG TAXI D
 HE0281'FOR 0.45 KM (0.25 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET
 HE0281'IN THE TOP OF A 25 CM ROUND CONCRETE POST RECESSED 10 CM BELOW THE
 HE0281'GROUND.  IT IS 87.5 M (287.1 FT) WEST OF THE WEST EDGE OF RUNWAY 18,
 HE0281'62.5 M (205.1 FT) SOUTHEAST OF THE SOUTHWEST END OF A SIGN FOR TAXI D,
 HE0281'61.2 M (200.8 FT) NORTHEAST OF THE EAST END OF A SIGN FOR TAXI D AND
 HE0281'RUNWAY 13-31, 51.2 M (168.0 FT) EAST OF THE EDGE OF TAXI D, AND 33.9 M
 HE0281'(111.2 FT) SOUTHWEST OF THE EDGE OF RUNWAY 13-31.  NOTE--THIS IS THE
 HE0281'PRIMARY AIRPORT CONTROL STATION (PACS) .
 HE0281
 HE0281                          STATION RECOVERY (2000)
 HE0281
 HE0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 HE0281'RECOVERED AS DESCRIBED. NOTE--THIS STATION IS DESIGNATED A
 HE0281'PRIMARY AIRPORT CONTROL STATION (PACS).
 HE0281'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1051 ***********************************************************************
 HE1051  DESIGNATION -  JOPLIN PURKETTS LAUNDRY STACK
 HE1051  PID         -  HE1051
 HE1051  STATE/COUNTY-  MO/JASPER
 HE1051  USGS QUAD   -  JOPLIN WEST (1978)
 HE1051
 HE1051                         *CURRENT SURVEY CONTROL
 HE1051  ___________________________________________________________________
 HE1051* NAD 83(1997)-  37 04 50.97473(N)    094 30 51.24841(W)     ADJUSTED  
 HE1051* NAVD 88     -                                                        
 HE1051  ___________________________________________________________________
 HE1051  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 HE1051  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HE1051
 HE1051  HORZ ORDER  -  THIRD
 HE1051
 HE1051.The horizontal coordinates were established by classical geodetic methods
 HE1051.and adjusted by the National Geodetic Survey in February 2000..
 HE1051
 HE1051
 HE1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1051
 HE1051.The geoid height was determined by GEOID03.
 HE1051
 HE1051;                    North         East     Units Scale Factor Converg.
 HE1051;SPC MO W     -   101,438.982   848,734.276   MT  0.99994120   -0 00 30.9
 HE1051;SPC KS S     -   453,540.643   754,310.512   MT  1.00004172   +2 26 57.7
 HE1051;UTM  15      - 4,104,911.249   365,407.692   MT  0.99982316   -0 54 47.3
 HE1051
 HE1051                          SUPERSEDED SURVEY CONTROL
 HE1051
 HE1051  NAD 83(1997)-  37 04 50.97475(N)    094 30 51.24841(W) AD(       ) 4
 HE1051  NAD 83(1997)-  37 04 50.98186(N)    094 30 51.25086(W) AD(       ) 4
 HE1051  NAD 83(1986)-  37 04 50.98966(N)    094 30 51.24497(W) AD(       ) 4
 HE1051  NAD 27      -  37 04 50.77500(N)    094 30 50.43300(W) AD(       ) 3
 HE1051
 HE1051.Superseded values are not recommended for survey control.
 HE1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1051.See file dsdata.txt to determine how the superseded data were derived.
 HE1051
 HE1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6540804911(NAD 83)
 HE1051_MARKER: 63 = STACK
 HE1051
 HE1051  HISTORY     - Date     Condition        Report By
 HE1051  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1051
 HE1051                          STATION DESCRIPTION
 HE1051
 HE1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1051'THIS INTERSECTION STATION IS THE CENTER OF THE STACK AT THE
 HE1051'POWER PLANT OF PURKETTS LAUNDRY.  IT IS A ROUND CONCRETE STACK
 HE1051'WITH AN ENLARGED BAND ABOUT 1 FOOT BELOW THE TOP.  THE UPPER
 HE1051'15 FEET OF THE STACK IS PAINTED BLACK AND THE REST IS PAINTED
 HE1051'WHITE.  IT IS LETTERED PURKETTS ON THE N AND S SIDES.  THE
 HE1051'STACK IS ABOUT 125 FEET HIGH AND IS VERY PROMINENT.
 HE1051'
 HE1051'THE LAUNDRY IS NEAR THE CENTER OF JOPLIN, AT THE NE CORNER OF
 HE1051'JOPLIN STREET AND W TENTH STREET.  THE STACK IS AT THE REAR OF
 HE1051'THE LAUNDRY, 1/2 BLOCK W OF MAIN STREET ABOUT 150 FEET E OF
 HE1051'JOPLIN STREET, AND 150 FEET N OF TENTH STREET.  TENTH STREET RUNS
 HE1051'ALONG THE N SIDE OF THE FRISCO AND MISSOURI-PACIFIC RAILROAD
 HE1051'YARDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1042 ***********************************************************************
 HE1042  DESIGNATION -  JOPLIN RADIO STATION WMBH MAST
 HE1042  PID         -  HE1042
 HE1042  STATE/COUNTY-  MO/JASPER
 HE1042  USGS QUAD   -  JOPLIN WEST (1978)
 HE1042
 HE1042                         *CURRENT SURVEY CONTROL
 HE1042  ___________________________________________________________________
 HE1042* NAD 83(1997)-  37 04 33.11615(N)    094 32 28.47702(W)     ADJUSTED  
 HE1042* NAVD 88     -                                                        
 HE1042  ___________________________________________________________________
 HE1042  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 HE1042  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HE1042
 HE1042  HORZ ORDER  -  THIRD
 HE1042
 HE1042.The horizontal coordinates were established by classical geodetic methods
 HE1042.and adjusted by the National Geodetic Survey in February 2000..
 HE1042
 HE1042
 HE1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1042
 HE1042.The geoid height was determined by GEOID03.
 HE1042
 HE1042;                    North         East     Units Scale Factor Converg.
 HE1042;SPC MO W     -   100,889.180   846,332.703   MT  0.99994134   -0 01 29.5
 HE1042;SPC KS S     -   452,888.293   751,934.485   MT  1.00004298   +2 25 58.0
 HE1042;UTM  15      - 4,104,399.484   362,998.014   MT  0.99983122   -0 55 45.5
 HE1042
 HE1042                          SUPERSEDED SURVEY CONTROL
 HE1042
 HE1042  NAD 83(1997)-  37 04 33.11617(N)    094 32 28.47700(W) AD(       ) 4
 HE1042  NAD 83(1997)-  37 04 33.12326(N)    094 32 28.47944(W) AD(       ) 4
 HE1042  NAD 83(1986)-  37 04 33.13123(N)    094 32 28.47296(W) AD(       ) 4
 HE1042  NAD 27      -  37 04 32.91800(N)    094 32 27.65600(W) AD(       ) 3
 HE1042
 HE1042.Superseded values are not recommended for survey control.
 HE1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1042.See file dsdata.txt to determine how the superseded data were derived.
 HE1042
 HE1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6299804399(NAD 83)
 HE1042_MARKER: 42 = RADIO/TV MAST
 HE1042
 HE1042  HISTORY     - Date     Condition        Report By
 HE1042  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1042  HISTORY     - 1959     MARK NOT FOUND   USAF
 HE1042  HISTORY     - 19910621 MARK NOT FOUND   USPSQD
 HE1042
 HE1042                          STATION DESCRIPTION
 HE1042
 HE1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1042'THIS INTERSECTION STATION IS THE TIP OF THE MAST SUPPORTING
 HE1042'THE S END OF THE ANTENNA OF RADIO STATION WMBH.  THE MAST
 HE1042'IS A SQUARE SKELETON STEEL TOWER ABOUT 6 FEET SQUARE AT THE BASE
 HE1042'AND ABOUT 6 INCHES SQUARE AT THE TOP AND ABOUT 110 FEET HIGH.
 HE1042'IT IS NOT VERY PROMINENT.
 HE1042'
 HE1042'THE MAST IS IN THE WESTERN PART OF TOWN, ABOUT 2 MILES SW OF THE
 HE1042'BUSINESS SECTION OF JOPLIN, ABOUT 1/2 MILE E OF THE W CITY LIMITS,
 HE1042'ABOUT 0.6 MILE S OF U.S. HIGHWAY 66 (SEVENTH STREET) ABOUT 75
 HE1042'FEET W OF THE CENTER LINE OF ROOSEVELT AVENUE AND ABOUT 20 FEET
 HE1042'N OF THE CENTER LINE OF FOURTEENTH STREET.
 HE1042'
 HE1042'THE N END OF THE ANTENNA IS SUPPORTED BY A WOODEN POLE.
 HE1042
 HE1042                          STATION RECOVERY (1959)
 HE1042
 HE1042'RECOVERY NOTE BY US AIR FORCE 1959
 HE1042'MAST HAS BEEN REMOVED.
 HE1042
 HE1042                          STATION RECOVERY (1991)
 HE1042
 HE1042'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 HE1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1054 ***********************************************************************
 HE1054  DESIGNATION -  JOPLIN RD DIST 2 HWY MARKER
 HE1054  PID         -  HE1054
 HE1054  STATE/COUNTY-  MO/JASPER
 HE1054  USGS QUAD   -  JOPLIN WEST (1978)
 HE1054
 HE1054                         *CURRENT SURVEY CONTROL
 HE1054  ___________________________________________________________________
 HE1054* NAD 83(1997)-  37 04 14.59069(N)    094 35 04.93967(W)     ADJUSTED  
 HE1054* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 HE1054  ___________________________________________________________________
 HE1054  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 HE1054  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HE1054
 HE1054  HORZ ORDER  -  SECOND
 HE1054
 HE1054.The horizontal coordinates were established by classical geodetic methods
 HE1054.and adjusted by the National Geodetic Survey in February 2000..
 HE1054
 HE1054.The orthometric height was scaled from a topographic map.
 HE1054
 HE1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1054
 HE1054.The geoid height was determined by GEOID03.
 HE1054
 HE1054;                    North         East     Units Scale Factor Converg.
 HE1054;SPC MO W     -   100,320.680   842,467.656   MT  0.99994188   -0 03 03.8
 HE1054;SPC KS S     -   452,154.523   748,096.976   MT  1.00004429   +2 24 21.8
 HE1054;UTM  15      - 4,103,892.115   359,124.877   MT  0.99984448   -0 57 19.5
 HE1054
 HE1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1054!SPC MO W     -   0.99995503  x   0.99994188  =   0.99989692
 HE1054!SPC KS S     -   0.99995503  x   1.00004429  =   0.99999932
 HE1054!UTM  15      -   0.99995503  x   0.99984448  =   0.99979952
 HE1054
 HE1054                          SUPERSEDED SURVEY CONTROL
 HE1054
 HE1054  NAD 83(1997)-  37 04 14.59070(N)    094 35 04.93967(W) AD(       ) 2
 HE1054  NAD 83(1997)-  37 04 14.59777(N)    094 35 04.94222(W) AD(       ) 2
 HE1054  NAD 83(1986)-  37 04 14.60559(N)    094 35 04.93627(W) AD(       ) 2
 HE1054  NAD 27      -  37 04 14.39373(N)    094 35 04.11918(W) AD(       ) 2
 HE1054
 HE1054.Superseded values are not recommended for survey control.
 HE1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1054.See file dsdata.txt to determine how the superseded data were derived.
 HE1054
 HE1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5912503892(NAD 83)
 HE1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1054+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2004
 HE1054
 HE1054  HISTORY     - Date     Condition        Report By
 HE1054  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1054  HISTORY     - 1965     GOOD             CGS
 HE1054  HISTORY     - 19910621 GOOD             USPSQD
 HE1054  HISTORY     - 20040103 GOOD             GEOCAC
 HE1054
 HE1054                          STATION DESCRIPTION
 HE1054
 HE1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1054'THE STATION WAS RECOVERED, HOWEVER THE DISTANCE AND DIRECTION DID
 HE1054'NOT AGREE WITH THE 1935 DISTANCE AND DIRECTION.  FOLLOWING IS A
 HE1054'NEW COMPLETE DESCRIPTION.
 HE1054'
 HE1054'THE STATION IS ABOUT 4 MILES WEST OF JOPLIN, MISSOURI, 3 MILES
 HE1054'EAST OF GALENA, KANSAS AND 2 MILES EAST OF THE KANSAS-MISSOURI
 HE1054'STATE LINE.  THE STATION IS A 1 BY 1-1/2 FOOT CONCRETE HIGHWAY
 HE1054'MARKER MONUMENT WHICH PROJECTS 4 FEET.
 HE1054'
 HE1054'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LINDER,
 HE1054'THE DISTANCE BEING 86.34 FEET OR (26.316) METERS NORTHWEST.
 HE1054
 HE1054                          STATION RECOVERY (1991)
 HE1054
 HE1054'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 HE1054'RECOVERED IN GOOD CONDITION.
 HE1054
 HE1054                          STATION RECOVERY (2004)
 HE1054
 HE1054'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 HE1054'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1050 ***********************************************************************
 HE1050  DESIGNATION -  JOPLIN ROGERS IRON WKS SPIPE
 HE1050  PID         -  HE1050
 HE1050  STATE/COUNTY-  MO/JASPER
 HE1050  USGS QUAD   -  JOPLIN WEST (1978)
 HE1050
 HE1050                         *CURRENT SURVEY CONTROL
 HE1050  ___________________________________________________________________
 HE1050* NAD 83(1997)-  37 04 36.43560(N)    094 30 55.43835(W)     ADJUSTED  
 HE1050* NAVD 88     -                                                        
 HE1050  ___________________________________________________________________
 HE1050  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 HE1050  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HE1050
 HE1050  HORZ ORDER  -  THIRD
 HE1050
 HE1050.The horizontal coordinates were established by classical geodetic methods
 HE1050.and adjusted by the National Geodetic Survey in February 2000..
 HE1050
 HE1050
 HE1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1050
 HE1050.The geoid height was determined by GEOID03.
 HE1050
 HE1050;                    North         East     Units Scale Factor Converg.
 HE1050;SPC MO W     -   100,990.819   848,630.721   MT  0.99994120   -0 00 33.4
 HE1050;SPC KS S     -   453,088.406   754,226.264   MT  1.00004275   +2 26 55.1
 HE1050;UTM  15      - 4,104,464.829   365,297.088   MT  0.99982353   -0 54 49.5
 HE1050
 HE1050                          SUPERSEDED SURVEY CONTROL
 HE1050
 HE1050  NAD 83(1997)-  37 04 36.43562(N)    094 30 55.43835(W) AD(       ) 4
 HE1050  NAD 83(1997)-  37 04 36.44273(N)    094 30 55.44079(W) AD(       ) 4
 HE1050  NAD 83(1986)-  37 04 36.45055(N)    094 30 55.43498(W) AD(       ) 4
 HE1050  NAD 27      -  37 04 36.23700(N)    094 30 54.62100(W) AD(       ) 3
 HE1050
 HE1050.Superseded values are not recommended for survey control.
 HE1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1050.See file dsdata.txt to determine how the superseded data were derived.
 HE1050
 HE1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6529704465(NAD 83)
 HE1050_MARKER: 52 = STANDPIPE TANK
 HE1050
 HE1050  HISTORY     - Date     Condition        Report By
 HE1050  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1050  HISTORY     - 1959     MARK NOT FOUND   USAF
 HE1050  HISTORY     - 19910621 MARK NOT FOUND   USPSQD
 HE1050
 HE1050                          STATION DESCRIPTION
 HE1050
 HE1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1050'THIS INTERSECTION STATION IS THE CENTER OF THE WATER STANDPIPE
 HE1050'AT ABANDONED PLANT OF THE ROGERS IRON WORKS.  IT IS A PLAIN
 HE1050'CYLINDRICAL STEEL STANDPIPE WITH FLAT TOP.  IT IS PAINTED
 HE1050'BLACK WITH A WHITE BAND ABOUT 5 FEET BELOW THE TOP.  THE
 HE1050'WHITE BAND IS LETTERED ROGERS JOPLIN ON 3 SIDES.  THE STANDPIPE
 HE1050'IS GUYED BY 2 WIRES ON EACH OF 4 SIDES.  THE STANDPIPE IS ABOUT
 HE1050'85 FEET HIGH AND IS QUITE PROMINENT.  THE STANDPIPE IS NEAR
 HE1050'THE CENTER OF JOPLIN, ON THE S SIDE OF FRISCO RAILROAD
 HE1050'TRACK, ABOUT 250 FEET E OF WALL STREET AND ABOUT 150
 HE1050'FEET W OF JOPLIN STREET, AND ABOUT ON THE EXTENSION OF THE S
 HE1050'EDGE OF W THIRTEENTH STREET, AT THE N END OF THE
 HE1050'IRON WORKS PLANT.  JOPLIN STREET IS ONE BLOCK W OF MAIN
 HE1050'STREET WHICH IS U.S. HIGHWAY 71 AND IS THE MAIN STREET OF TOWN.
 HE1050'
 HE1050'THERE IS A SIMILAR BUT HIGHER STANDPIPE NEAR A TALL STACK AT THE
 HE1050'MUNICIPAL WATER WORKS ABOUT A MILE SW OF THIS STANDPIPE.
 HE1050
 HE1050                          STATION RECOVERY (1959)
 HE1050
 HE1050'RECOVERY NOTE BY US AIR FORCE 1959
 HE1050'STANDPIPE HAS BEEN REMOVED.
 HE1050
 HE1050                          STATION RECOVERY (1991)
 HE1050
 HE1050'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 HE1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1048 ***********************************************************************
 HE1048  DESIGNATION -  JOPLIN SW BELL TEL MICROWAVE
 HE1048  PID         -  HE1048
 HE1048  STATE/COUNTY-  MO/JASPER
 HE1048  USGS QUAD   -  JOPLIN WEST (1978)
 HE1048
 HE1048                         *CURRENT SURVEY CONTROL
 HE1048  ___________________________________________________________________
 HE1048* NAD 83(1997)-  37 05 00.63853(N)    094 30 59.17056(W)     ADJUSTED  
 HE1048* NAVD 88     -                                                        
 HE1048  ___________________________________________________________________
 HE1048  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 HE1048  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HE1048
 HE1048  HORZ ORDER  -  THIRD
 HE1048
 HE1048.The horizontal coordinates were established by classical geodetic methods
 HE1048.and adjusted by the National Geodetic Survey in February 2000..
 HE1048
 HE1048
 HE1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1048
 HE1048.The geoid height was determined by GEOID03.
 HE1048
 HE1048;                    North         East     Units Scale Factor Converg.
 HE1048;SPC MO W     -   101,736.908   848,538.668   MT  0.99994120   -0 00 35.7
 HE1048;UTM  15      - 4,105,212.190   365,216.834   MT  0.99982379   -0 54 52.3
 HE1048
 HE1048                          SUPERSEDED SURVEY CONTROL
 HE1048
 HE1048  NAD 83(1997)-  37 05 00.63842(N)    094 30 59.17061(W) AD(       ) 4
 HE1048  NAD 83(1997)-  37 05 00.64559(N)    094 30 59.17356(W) AD(       ) 4
 HE1048  NAD 83(1986)-  37 05 00.65300(N)    094 30 59.16736(W) AD(       ) 4
 HE1048  NAD 27      -  37 05 00.44349(N)    094 30 58.34882(W) AD(       ) 3
 HE1048
 HE1048.Superseded values are not recommended for survey control.
 HE1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1048.See file dsdata.txt to determine how the superseded data were derived.
 HE1048
 HE1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6521705212(NAD 83)
 HE1048_MARKER: 44 = MICROWAVE MAST
 HE1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE1048+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 HE1048
 HE1048  HISTORY     - Date     Condition        Report By
 HE1048  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1048  HISTORY     - 19910621 GOOD             USPSQD
 HE1048  HISTORY     - 20050115 GOOD             USPSQD
 HE1048
 HE1048                          STATION DESCRIPTION
 HE1048
 HE1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1048'THE STATION IS THE CENTER OF THE TOP OF A 218 FOOT HIGH, STEEL
 HE1048'MAST, (OVERALL HEIGHT) LOCATED ON THE NORTHEAST CORNER OF
 HE1048'THE TELEPHONE BUILDING AND AT THE INTERSECTION OF 8TH AND PEARL
 HE1048'STREETS IN JOPLIN.
 HE1048
 HE1048                          STATION RECOVERY (1991)
 HE1048
 HE1048'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 HE1048'RECOVERED IN GOOD CONDITION.
 HE1048
 HE1048                          STATION RECOVERY (2005)
 HE1048
 HE1048'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 HE1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1045 ***********************************************************************
 HE1045  DESIGNATION -  JOPLIN THOMAS FRUIT CO STACK
 HE1045  PID         -  HE1045
 HE1045  STATE/COUNTY-  MO/JASPER
 HE1045  USGS QUAD   -  JOPLIN WEST (1978)
 HE1045
 HE1045                         *CURRENT SURVEY CONTROL
 HE1045  ___________________________________________________________________
 HE1045* NAD 83(1997)-  37 05 01.09156(N)    094 30 30.20557(W)     ADJUSTED  
 HE1045* NAVD 88     -                                                        
 HE1045  ___________________________________________________________________
 HE1045  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HE1045  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HE1045
 HE1045  HORZ ORDER  -  THIRD
 HE1045
 HE1045.The horizontal coordinates were established by classical geodetic methods
 HE1045.and adjusted by the National Geodetic Survey in February 2000..
 HE1045
 HE1045
 HE1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1045
 HE1045.The geoid height was determined by GEOID03.
 HE1045
 HE1045;                    North         East     Units Scale Factor Converg.
 HE1045;SPC MO W     -   101,750.779   849,254.016   MT  0.99994118   -0 00 18.2
 HE1045;SPC KS S     -   453,874.477   754,816.453   MT  1.00004102   +2 27 10.6
 HE1045;UTM  15      - 4,105,214.766   365,932.227   MT  0.99982142   -0 54 34.8
 HE1045
 HE1045                          SUPERSEDED SURVEY CONTROL
 HE1045
 HE1045  NAD 83(1997)-  37 05 01.09158(N)    094 30 30.20556(W) AD(       ) 4
 HE1045  NAD 83(1997)-  37 05 01.09873(N)    094 30 30.20796(W) AD(       ) 4
 HE1045  NAD 83(1986)-  37 05 01.10646(N)    094 30 30.20221(W) AD(       ) 4
 HE1045  NAD 27      -  37 05 00.89200(N)    094 30 29.39000(W) AD(       ) 3
 HE1045
 HE1045.Superseded values are not recommended for survey control.
 HE1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1045.See file dsdata.txt to determine how the superseded data were derived.
 HE1045
 HE1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6593205215(NAD 83)
 HE1045_MARKER: 63 = STACK
 HE1045
 HE1045  HISTORY     - Date     Condition        Report By
 HE1045  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1045  HISTORY     - 20050115 POOR             USPSQD
 HE1045
 HE1045                          STATION DESCRIPTION
 HE1045
 HE1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1045'THIS INTERSECTION STATION IS THE CENTER OF THE STACK AT THE
 HE1045'WAREHOUSE OF THE THOMAS FRUIT COMPANY.  IT IS A SQUARE BRICK
 HE1045'STACK WITHOUT BATTER.  THE UPPER 12 FEET OF THE STACK IS
 HE1045'SMALLER IN CROSS SECTION THAN THE LOWER PART, THE BREAK
 HE1045'BEING AT THE LETTER S IN THOMAS.  THE STACK IS PAINTED BLACK
 HE1045'AND IS LETTERED, VERTICALLY, THOMAS FRUIT CO. ON EACH
 HE1045'SIDE.  THE STACK IS ABOUT 80 FEET HIGH, AND IS QUITE PROMINENT.
 HE1045'
 HE1045'THE WAREHOUSE IS A BUFF COLORED BRICK BUILDING.  IT IS
 HE1045'NEAR THE CENTER OF JOPLIN AT THE E EDGE OF THE BUSINESS
 HE1045'DISTRICT, ON THE S SIDE OF E SEVENTH STREET BETWEEN THE
 HE1045'FRISCO RAILROAD TRACK AND KENTUCKY AVENUE.  THE STACK RISES
 HE1045'OUT OF THE TOP OF THE BUILDING ABOUT 20 FEET S OF THE NW
 HE1045'CORNER.  IT IS ABOUT 75 FEET S OF E SEVENTH STREET AND ABOUT
 HE1045'200 FEET W OF THE RAILROAD TRACK, AND ABOUT 100 FEET W OF
 HE1045'THE ENTENSION OF MISSOURI AVENUE, WHICH IS 5 BLOCKS E OF THE
 HE1045'MAIN STREET OF TOWN.
 HE1045
 HE1045                          STATION RECOVERY (2005)
 HE1045
 HE1045'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 HE1045'THE WAREHOUSE REMAINS BUT THE UPPER PORTION OF THE STACK IS GONE.
 HE1045'ONLY WHAT APPEARS TO BE THE LARGER LOWER PORTION REMAINS ABOVE THE
 HE1045'ROOFLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1040 ***********************************************************************
 HE1040  DESIGNATION -  JOPLIN TV STA KDDE N MAST
 HE1040  PID         -  HE1040
 HE1040  STATE/COUNTY-  MO/JASPER
 HE1040  USGS QUAD   -  JOPLIN WEST (1978)
 HE1040
 HE1040                         *CURRENT SURVEY CONTROL
 HE1040  ___________________________________________________________________
 HE1040* NAD 83(1997)-  37 04 35.91207(N)    094 32 16.08873(W)     ADJUSTED  
 HE1040* NAVD 88     -                                                        
 HE1040  ___________________________________________________________________
 HE1040  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 HE1040  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HE1040
 HE1040  HORZ ORDER  -  THIRD
 HE1040
 HE1040.The horizontal coordinates were established by classical geodetic methods
 HE1040.and adjusted by the National Geodetic Survey in February 2000..
 HE1040
 HE1040
 HE1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1040
 HE1040.The geoid height was determined by GEOID03.
 HE1040
 HE1040;                    North         East     Units Scale Factor Converg.
 HE1040;SPC MO W     -   100,975.239   846,638.721   MT  0.99994132   -0 01 22.0
 HE1040;UTM  15      - 4,104,480.693   363,305.318   MT  0.99983018   -0 55 38.1
 HE1040
 HE1040                          SUPERSEDED SURVEY CONTROL
 HE1040
 HE1040  NAD 83(1997)-  37 04 35.91200(N)    094 32 16.08877(W) AD(       ) 4
 HE1040  NAD 83(1997)-  37 04 35.91917(N)    094 32 16.09138(W) AD(       ) 4
 HE1040  NAD 83(1986)-  37 04 35.92677(N)    094 32 16.08541(W) AD(       ) 4
 HE1040  NAD 27      -  37 04 35.71446(N)    094 32 15.27135(W) AD(       ) 3
 HE1040
 HE1040.Superseded values are not recommended for survey control.
 HE1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1040.See file dsdata.txt to determine how the superseded data were derived.
 HE1040
 HE1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6330504481(NAD 83)
 HE1040_MARKER: 42 = RADIO/TV MAST
 HE1040
 HE1040  HISTORY     - Date     Condition        Report By
 HE1040  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1040  HISTORY     - 1966     GOOD             CGS
 HE1040  HISTORY     - 19910621 MARK NOT FOUND   USPSQD
 HE1040
 HE1040                          STATION DESCRIPTION
 HE1040
 HE1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1040'THE STATION IS THE CENTER OF THE TOP OF A 626 FOOT HIGH, STEEL
 HE1040'MAST, LOCATED IN THE SOUTHWEST PART OF JOPLIN, 0.1 MILE
 HE1040'SOUTHWEST OF WEST 13TH STREET AND WILLAR AVENUE AND ABOUT 250
 HE1040'FEET SOUTH OF WEST 13TH STREET.
 HE1040'
 HE1040'NOTE- SOMETIME IN MAY 1965 A 999 FOOT, NEW TOWER WILL BE
 HE1040'ERECTED ABOUT 125 FEET SOUTH OF THE TOWER MENTIONED ABOVE.
 HE1040
 HE1040                          STATION RECOVERY (1966)
 HE1040
 HE1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1040'THE STATION HAS BEEN DISMANTLED.  A NEW AND HIGHER MAST HAS
 HE1040'BEEN ERECTED ABOUT 125 FEET SOUTH OF THE ABOVE LOCATION.
 HE1040
 HE1040                          STATION RECOVERY (1991)
 HE1040
 HE1040'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 HE1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1041 ***********************************************************************
 HE1041  DESIGNATION -  JOPLIN TV STA KDDE S MAST
 HE1041  PID         -  HE1041
 HE1041  STATE/COUNTY-  MO/JASPER
 HE1041  USGS QUAD   -  JOPLIN WEST (1978)
 HE1041
 HE1041                         *CURRENT SURVEY CONTROL
 HE1041  ___________________________________________________________________
 HE1041* NAD 83(1997)-  37 04 34.89286(N)    094 32 16.23940(W)     ADJUSTED  
 HE1041* NAVD 88     -                                                        
 HE1041  ___________________________________________________________________
 HE1041  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 HE1041  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HE1041
 HE1041  HORZ ORDER  -  THIRD
 HE1041
 HE1041.The horizontal coordinates were established by classical geodetic methods
 HE1041.and adjusted by the National Geodetic Survey in February 2000..
 HE1041
 HE1041
 HE1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1041
 HE1041.The geoid height was determined by GEOID03.
 HE1041
 HE1041;                    North         East     Units Scale Factor Converg.
 HE1041;SPC MO W     -   100,943.822   846,634.987   MT  0.99994132   -0 01 22.1
 HE1041;UTM  15      - 4,104,449.343   363,301.089   MT  0.99983020   -0 55 38.2
 HE1041
 HE1041                          SUPERSEDED SURVEY CONTROL
 HE1041
 HE1041  NAD 83(1997)-  37 04 34.89281(N)    094 32 16.23938(W) AD(       ) 4
 HE1041  NAD 83(1997)-  37 04 34.89993(N)    094 32 16.24195(W) AD(       ) 4
 HE1041  NAD 83(1986)-  37 04 34.90755(N)    094 32 16.23654(W) AD(       ) 4
 HE1041  NAD 27      -  37 04 34.69448(N)    094 32 15.42634(W) AD(       ) 3
 HE1041
 HE1041.Superseded values are not recommended for survey control.
 HE1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1041.See file dsdata.txt to determine how the superseded data were derived.
 HE1041
 HE1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6330104449(NAD 83)
 HE1041_MARKER: 42 = RADIO/TV MAST
 HE1041
 HE1041  HISTORY     - Date     Condition        Report By
 HE1041  HISTORY     - 1966     FIRST OBSERVED   CGS
 HE1041  HISTORY     - 1981     GOOD             NGS
 HE1041  HISTORY     - 19910621 GOOD             USPSQD
 HE1041
 HE1041                          STATION DESCRIPTION
 HE1041
 HE1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1041'THE STATION IS THE CENTER OF THE TOP OF A 1000 FOOT HIGH,
 HE1041'STEEL MAST, LOCATED IN THE SOUTHWEST PART OF JOPLIN, 0.1 MILE
 HE1041'SOUTHWEST OF WEST 13TH STREET AND WILLAR AVENUE AND ABOUT 375
 HE1041'FEET SOUTH OF WEST 13TH STREET.
 HE1041
 HE1041                          STATION RECOVERY (1981)
 HE1041
 HE1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAH)
 HE1041'RECOVERED IN GOOD CONDITION.  THE STATION IS ACTUALLY SOUTHEAST OF
 HE1041'THE INTERSECTION OF W. 13TH ST. AND WILLARD AVE.
 HE1041'
 HE1041'NOTE--THERE IS ANOTHER VERY TALL TV TOWER, SIMILAR IN APPEARANCE,
 HE1041'ABOUT ONE MILE WEST OF THE STATION.
 HE1041'
 HE1041'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHWEST
 HE1041'PART OF JOPLIN.
 HE1041
 HE1041                          STATION RECOVERY (1991)
 HE1041
 HE1041'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 HE1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0457 ***********************************************************************
 KD0457  DESIGNATION -  JORDAN
 KD0457  PID         -  KD0457
 KD0457  STATE/COUNTY-  MO/SALINE
 KD0457  USGS QUAD   -  BLACKBURN (1978)
 KD0457
 KD0457                         *CURRENT SURVEY CONTROL
 KD0457  ___________________________________________________________________
 KD0457* NAD 83(1997)-  39 02 26.71133(N)    093 25 28.17870(W)     ADJUSTED  
 KD0457* NAVD 88     -       247.335  (meters)     811.46   (feet)  ADJUSTED  
 KD0457  ___________________________________________________________________
 KD0457  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 KD0457  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0457  DYNAMIC HT  -         247.178 (meters)     810.95  (feet)  COMP
 KD0457  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 KD0457
 KD0457  HORZ ORDER  -  SECOND
 KD0457  VERT ORDER  -  FIRST     CLASS II
 KD0457
 KD0457.The horizontal coordinates were established by classical geodetic methods
 KD0457.and adjusted by the National Geodetic Survey in February 2000..
 KD0457
 KD0457.The orthometric height was determined by differential leveling
 KD0457.and adjusted by the National Geodetic Survey in June 1991..
 KD0457
 KD0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0457
 KD0457.The geoid height was determined by GEOID03.
 KD0457
 KD0457.The dynamic height is computed by dividing the NAVD 88
 KD0457.geopotential number by the normal gravity value computed on the
 KD0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0457.degrees latitude (g = 980.6199 gals.).
 KD0457
 KD0457.The modeled gravity was interpolated from observed gravity values.
 KD0457
 KD0457;                    North         East     Units Scale Factor Converg.
 KD0457;SPC MO C     -   356,361.467   419,964.974   MT  1.00001218   -0 34 56.4
 KD0457;SPC MO W     -   319,523.844   943,109.406   MT  1.00004789   +0 40 38.9
 KD0457;UTM  15      - 4,321,384.738   463,263.338   MT  0.99961662   -0 16 02.6
 KD0457
 KD0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0457!SPC MO C     -   0.99996632  x   1.00001218  =   0.99997850
 KD0457!SPC MO W     -   0.99996632  x   1.00004789  =   1.00001421
 KD0457!UTM  15      -   0.99996632  x   0.99961662  =   0.99958295
 KD0457
 KD0457|---------------------------------------------------------------------|
 KD0457| PID    Reference Object                     Distance      Geod. Az  |
 KD0457|                                                           dddmmss.s |
 KD0457| KD0456 JORDAN RM 2                          27.952 METERS 00825     |
 KD0457| KD0458 JORDAN RM 1                          39.866 METERS 07130     |
 KD0457| CL9624 JORDAN AZ MK                                       2940702.8 |
 KD0457|---------------------------------------------------------------------|
 KD0457
 KD0457                          SUPERSEDED SURVEY CONTROL
 KD0457
 KD0457  NAD 83(1997)-  39 02 26.71321(N)    093 25 28.18063(W) AD(       ) 2
 KD0457  NAD 83(1986)-  39 02 26.71832(N)    093 25 28.17969(W) AD(       ) 2
 KD0457  NAD 27      -  39 02 26.64683(N)    093 25 27.42133(W) AD(       ) 2
 KD0457  NGVD 29 (??/??/92)  247.251  (m)          811.19   (f) ADJ UNCH    1 2
 KD0457
 KD0457.Superseded values are not recommended for survey control.
 KD0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0457.See file dsdata.txt to determine how the superseded data were derived.
 KD0457
 KD0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6326321385(NAD 83)
 KD0457_MARKER: DS = TRIANGULATION STATION DISK
 KD0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0457_STAMPING: JORDAN 1962
 KD0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0457+STABILITY: SURFACE MOTION
 KD0457
 KD0457  HISTORY     - Date     Condition        Report By
 KD0457  HISTORY     - 1962     MONUMENTED       CGS
 KD0457  HISTORY     - 1962     GOOD             CGS
 KD0457
 KD0457                          STATION DESCRIPTION
 KD0457
 KD0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD0457'THE STATION IS 5-1/4 MILES NORTH OF SWEET SPRINGS, 0.4 MILE
 KD0457'WEST OF STATE HIGHWAY 127, IN THE NORTHEAST QUARTER OF SECTION
 KD0457'15, T 49 N, R 23 W, ON THE WEST EDGE OF A BARN LOT AND ON
 KD0457'PROPERTY OWNED BY MR. EDWARD J. OLENDORF.
 KD0457'
 KD0457'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 KD0457'STATE HIGHWAY 127 ON THE NORTH EDGE OF SWEET SPRINGS, GO NORTH
 KD0457'ON HIGHWAY 127 FOR 4.7 MILES TO A CROSSROAD.  TURN LEFT AND GO
 KD0457'WEST ON A GRAVEL ROAD FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT.
 KD0457'TURN LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO A METAL
 KD0457'FRAMED WIRE GATE WHICH IS AT THE WEST SIDE OF AN IMPLEMENT SHED.
 KD0457'PASS THROUGH THE GATE AND CONTINUE SOUTH ON A FARM ROAD FOR
 KD0457'0.05 MILE TO TWO GATES IN THE EAST-WEST FENCE.  PASS THROUGH
 KD0457'THE EAST GATE AND CONTINUE SOUTH ALONG THE EAST SIDE OF A
 KD0457'FENCE FOR 158 FEET TO THE STATION.
 KD0457'
 KD0457'STATION MARKS ARE STANDARD DISKS STAMPED JORDAN 1962.  THE
 KD0457'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 KD0457'SURFACE OF THE GROUND.  IT IS 130 FEET SOUTHWEST OF A HAND PUMP
 KD0457'IN A WELL, 81 FEET NORTH OF THE CENTER OF A WOODEN GATE WHICH
 KD0457'IS NEAR THE SOUTHWEST CORNER OF THE BARN LOT, AND 1 FOOT EAST
 KD0457'OF THE FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 KD0457'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 KD0457'
 KD0457'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JORDAN NO 1 1962,
 KD0457'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 KD0457'THE GROUND.  IT IS 48 FEET WEST OF THE SOUTHWEST CORNER OF A
 KD0457'METAL SHED, 9.5 FEET SOUTH OF THE HAND PUMP IN THE WELL AND 1.5
 KD0457'FEET SOUTH OF A BOARD FENCE.
 KD0457'
 KD0457'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JORDAN NO 2
 KD0457'1962, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 KD0457'OF THE GROUND.  IT IS 66 FEET SOUTH OF FENCE POST BETWEEN THE
 KD0457'TWO GATES, 1.2 FEET EAST OF THE FENCE AND ON THE WEST EDGE OF
 KD0457'THE BARN LOT.
 KD0457'
 KD0457'AZIMUTH MARK, A STANDARD DISK STAMPED JORDAN 1962, IS SET IN
 KD0457'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 22 FEET
 KD0457'NORTH OF THE CENTER OF THE GRAVEL ROAD, 2.1 FEET WEST OF A
 KD0457'METAL WITNESS POST, 2 FEET EAST OF A POWER POLE AND 1 FOOT
 KD0457'SOUTH OF A FENCE.
 KD0457'
 KD0457'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH TO THE
 KD0457'GRAVEL ROAD.  TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR 0.3
 KD0457'MILE TO A CROSSROAD.  CONTINUE WEST ON THE GRAVEL ROAD FOR 0.05
 KD0457'MILE TO THE AZIMUTH MARK AND POWER POLE NUMBER B330 ON THE RIGHT.
 KD0457'
 KD0457'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 KD0457'
 KD0457'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD0457
 KD0457                          STATION RECOVERY (1962)
 KD0457
 KD0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 KD0457'6.3 MI N FROM SWEET SPRINGS.
 KD0457'ABOUT 5.7 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0457'SCHOOL AT SWEET SPRINGS, THENCE 0.5 MILE WEST ALONG A GRAVELED
 KD0457'ROAD, THENCE 0.15 MILE SOUTH ALONG A TRACK ROAD THROUGH A
 KD0457'FARMYARD, AT THE CREST OF A SMALL HILL, 91.7 FEET SOUTH OF R.M.
 KD0457'2, 130.0 FEET WEST- SOUTHWEST OF R.M. 1, 1.0 FOOT EAST OF A
 KD0457'FENCE, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 KD0457'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0916 ***********************************************************************
 HC0916  DESIGNATION -  JORDAN RESET
 HC0916  PID         -  HC0916
 HC0916  STATE/COUNTY-  MO/PERRY
 HC0916  USGS QUAD   -  PARKER LAKE (1982)
 HC0916
 HC0916                         *CURRENT SURVEY CONTROL
 HC0916  ___________________________________________________________________
 HC0916* NAD 83(1997)-  37 40 44.40339(N)    090 04 34.61021(W)     ADJUSTED  
 HC0916* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 HC0916  ___________________________________________________________________
 HC0916  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 HC0916  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HC0916
 HC0916  HORZ ORDER  -  THIRD
 HC0916
 HC0916.The horizontal coordinates were established by classical geodetic methods
 HC0916.and adjusted by the National Geodetic Survey in February 2000..
 HC0916
 HC0916.The orthometric height was scaled from a topographic map.
 HC0916
 HC0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0916
 HC0916.The geoid height was determined by GEOID03.
 HC0916
 HC0916;                    North         East     Units Scale Factor Converg.
 HC0916;SPC MO E     -   204,890.288   287,375.547   MT  0.99995053   +0 15 32.4
 HC0916;UTM  15      - 4,174,223.518   757,838.156   MT  1.00041893   +1 47 17.1
 HC0916;UTM  16      - 4,174,654.608   228,704.499   MT  1.00050666   -1 52 53.3
 HC0916
 HC0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0916!SPC MO E     -   0.99996094  x   0.99995053  =   0.99991147
 HC0916!UTM  15      -   0.99996094  x   1.00041893  =   1.00037985
 HC0916!UTM  16      -   0.99996094  x   1.00050666  =   1.00046758
 HC0916
 HC0916|---------------------------------------------------------------------|
 HC0916| PID    Reference Object                     Distance      Geod. Az  |
 HC0916|                                                           dddmmss.s |
 HC0916| CI3974 JORDAN RM 1                          27.590 METERS 01053     |
 HC0916| HB1787 MEMPHIS ST LOUIS AWY BEACON 54      APPROX.17.0 KM 0345347.7 |
 HC0916| CI3973 JORDAN AZ MK                                       1001249.8 |
 HC0916| CI3975 JORDAN RM 2                          34.817 METERS 10534     |
 HC0916| HC0920 HIGDON FIRE TOWER                   APPROX. 8.7 KM 2340756.0 |
 HC0916|---------------------------------------------------------------------|
 HC0916
 HC0916                          SUPERSEDED SURVEY CONTROL
 HC0916
 HC0916  NAD 83(1997)-  37 40 44.40688(N)    090 04 34.61135(W) AD(       ) 3
 HC0916  NAD 83(1986)-  37 40 44.41421(N)    090 04 34.60826(W) AD(       ) 3
 HC0916  NAD 27      -  37 40 44.21800(N)    090 04 34.19800(W) AD(       ) 3
 HC0916
 HC0916.Superseded values are not recommended for survey control.
 HC0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0916.See file dsdata.txt to determine how the superseded data were derived.
 HC0916
 HC0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB5783874224(NAD 83)
 HC0916_MARKER: DS = TRIANGULATION STATION DISK
 HC0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0916
 HC0916  HISTORY     - Date     Condition        Report By
 HC0916  HISTORY     - 1979     MONUMENTED       NGS
 HC0916
 HC0916                          STATION DESCRIPTION
 HC0916
 HC0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HC0916'RM 1 TO RM 2 OBSTRUCTED, WOODS.  AZIMUTH MARK OBSTRUCTED, BRUSH.
 HC0916'
 HC0916'SURFACE STATION MARK WAS FOUND DESTROYED.  REFERENCE MARKS 1, 2 AND
 HC0916'THE AZIMUTH MARK AND UNDERGROUND STATION MARK WERE RECOVERED.  A NEW
 HC0916'SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK.  AZIMUTH MARK
 HC0916'WAS OBSTRUCTED BY BRUSH IN A FENCE LINE.  THE HIGDON LOT IS NO LONGER
 HC0916'GROUND VISIBLE.  THE DISTANCE TO REFERENCE MARK 1 WAS 0.017 METER
 HC0916'SHORTER THAN 1956 DATA.  AN APPARENT ERROR OF 1 METER IS SHOWN IN THE
 HC0916'1956 DESCRIPTION.  THE DISTANCE TO REFERENCE MARK 2 WAS 0.003 METER
 HC0916'LONGER THAN 1956 DATA.  THE ANGLE BETWEEN THE MARKS WAS 3 MINUTES,
 HC0916'34 SECONDS SMALLER THAN 1956 OBSERVATIONS.  A NEW DESCRIPTION FOLLOWS.
 HC0916'
 HC0916'THE STATION IS ABOUT 20 MILES EAST-SOUTHEAST OF FARMINGTON, 16 MILES
 HC0916'NORTHEAST OF FREDERICKTOWN, ON THE SOUTH SIDE OF STATE ROAD T AND ON
 HC0916'PROPERTY OWNED BY TONY MARTIN, ROUTE 5, PERRYVILLE, MISSOURI.  THE
 HC0916'MARTIN HOME IS ABOUT 0.15 MILE SOUTHEAST OF THE STATION.
 HC0916'
 HC0916'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 AND STATE
 HC0916'ROAD 00 AT FREDERICKTOWN, GO NORTH ON ROAD 00 FOR 8.0 MILES TO STATE
 HC0916'ROAD T ON THE RIGHT.  TURN RIGHT AND GO EAST ON ROAD T FOR 9.3 MILES
 HC0916'TO STATE ROAD WW ON THE LEFT.  CONTINUE EAST ON ROAD T FOR 2.85
 HC0916'MILES TO STATE ROAD BB ON THE RIGHT.  CONTINUE EAST ON ROAD T FOR
 HC0916'1.8 MILES TO THE STATION ON THE RIGHT AT A GRAVELED SIDE ROAD ON THE
 HC0916'RIGHT.
 HC0916'
 HC0916'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON ROAD T FOR
 HC0916'0.2 MILES TO THE MARK ON THE LEFT.
 HC0916'
 HC0916'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---JORDAN 1956
 HC0916'1979---SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 HC0916'INCHES.  IT IS 75.0 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD,
 HC0916'42.0 FEET SOUTH OF THE CENTERLINE OF ROAD T, 12.5 FEET SOUTHEAST OF
 HC0916'A WITNESS POST AND 10.5 FEET SOUTH OF A FENCE.  UNDERGROUND MARK IS A
 HC0916'STANDARD DISK, STAMPED---JORDAN 1956---SET IN AN IRREGULAR MASS OF
 HC0916'CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 HC0916'
 HC0916'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---JORDAN NO 1 1956---
 HC0916'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 HC0916'IS 48.0 FEET NORTH OF THE CENTERLINE OF ROAD T, 40.0 FEET EAST OF THE
 HC0916'CENTER OF A FIELD ENTRANCE AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 HC0916'
 HC0916'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---JORDAN NO 2 1956---
 HC0916'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 45.0
 HC0916'FEET SOUTH OF THE CENTERLINE OF ROAD T, 26.5 FEET SOUTHWEST OF A
 HC0916'TELEPHONE LINE POLE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 HC0916'
 HC0916'AZIMUTH MARK IS A STANDARD DISK, STAMPED---JORDAN 1956---SET IN
 HC0916'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 30
 HC0916'FEET NORTH OF THE CENTERLINE OF ROAD T, 2 FEET WEST OF A GUYED
 HC0916'POWERLINE POLE AND AT A DRIVEWAY TO A HOUSE ON THE NORTH SIDE OF THE
 HC0916'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0458 ***********************************************************************
 KD0458  DESIGNATION -  JORDAN RM 1
 KD0458  PID         -  KD0458
 KD0458  STATE/COUNTY-  MO/SALINE
 KD0458  USGS QUAD   -  BLACKBURN (1978)
 KD0458
 KD0458                         *CURRENT SURVEY CONTROL
 KD0458  ___________________________________________________________________
 KD0458* NAD 83(1986)-  39 02 26.     (N)    093 25 28.     (W)     SCALED    
 KD0458* NAVD 88     -       246.480  (meters)     808.66   (feet)  ADJUSTED  
 KD0458  ___________________________________________________________________
 KD0458  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0458  DYNAMIC HT  -         246.324 (meters)     808.15  (feet)  COMP
 KD0458  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 KD0458
 KD0458  VERT ORDER  -  FIRST     CLASS II
 KD0458
 KD0458.The horizontal coordinates were scaled from a topographic map and have
 KD0458.an estimated accuracy of +/- 6 seconds.
 KD0458
 KD0458.The orthometric height was determined by differential leveling
 KD0458.and adjusted by the National Geodetic Survey in June 1991..
 KD0458
 KD0458.The geoid height was determined by GEOID03.
 KD0458
 KD0458.The dynamic height is computed by dividing the NAVD 88
 KD0458.geopotential number by the normal gravity value computed on the
 KD0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0458.degrees latitude (g = 980.6199 gals.).
 KD0458
 KD0458.The modeled gravity was interpolated from observed gravity values.
 KD0458
 KD0458;                    North         East    Units  Estimated Accuracy
 KD0458;SPC MO C     -   356,340.      419,970.      MT  (+/- 180 meters Scaled)
 KD0458
 KD0458                          SUPERSEDED SURVEY CONTROL
 KD0458
 KD0458  NGVD 29 (??/??/92)  246.396  (m)          808.38   (f) ADJ UNCH    1 2
 KD0458
 KD0458.Superseded values are not recommended for survey control.
 KD0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0458.See file dsdata.txt to determine how the superseded data were derived.
 KD0458
 KD0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD632213(NAD 83)
 KD0458_MARKER: DR = REFERENCE MARK DISK
 KD0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0458_STAMPING: JORDAN NO 1 1962
 KD0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0458+STABILITY: SURFACE MOTION
 KD0458
 KD0458  HISTORY     - Date     Condition        Report By
 KD0458  HISTORY     - 1962     MONUMENTED       CGS
 KD0458
 KD0458                          STATION DESCRIPTION
 KD0458
 KD0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0458'6.3 MI N FROM SWEET SPRINGS.
 KD0458'ABOUT 5.7 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0458'SCHOOL AT SWEET SPRINGS, THENCE 0.5 MILE WEST ALONG A GRAVELED
 KD0458'ROAD, THENCE 0.15 MILE SOUTH ALONG A TRACK ROAD THROUGH A
 KD0458'FARMYARD, AT THE CREST OF A SMALL HILL, 120.0 FEET EAST-SOUTHEAST
 KD0458'OF R.M. 2, 130.0 FEET NORTHEAST OF THE STATION, 14 FEET EAST
 KD0458'OF A FENCE CORNER, 1.4 FEET SOUTH OF A WOODEN FENCE, AND SET IN
 KD0458'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0456 ***********************************************************************
 KD0456  DESIGNATION -  JORDAN RM 2
 KD0456  PID         -  KD0456
 KD0456  STATE/COUNTY-  MO/SALINE
 KD0456  USGS QUAD   -  BLACKBURN (1978)
 KD0456
 KD0456                         *CURRENT SURVEY CONTROL
 KD0456  ___________________________________________________________________
 KD0456* NAD 83(1986)-  39 02 26.     (N)    093 25 28.     (W)     SCALED    
 KD0456* NAVD 88     -       246.694  (meters)     809.36   (feet)  ADJUSTED  
 KD0456  ___________________________________________________________________
 KD0456  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0456  DYNAMIC HT  -         246.537 (meters)     808.85  (feet)  COMP
 KD0456  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 KD0456
 KD0456  VERT ORDER  -  FIRST     CLASS II
 KD0456
 KD0456.The horizontal coordinates were scaled from a topographic map and have
 KD0456.an estimated accuracy of +/- 6 seconds.
 KD0456
 KD0456.The orthometric height was determined by differential leveling
 KD0456.and adjusted by the National Geodetic Survey in June 1991..
 KD0456
 KD0456.The geoid height was determined by GEOID03.
 KD0456
 KD0456.The dynamic height is computed by dividing the NAVD 88
 KD0456.geopotential number by the normal gravity value computed on the
 KD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0456.degrees latitude (g = 980.6199 gals.).
 KD0456
 KD0456.The modeled gravity was interpolated from observed gravity values.
 KD0456
 KD0456;                    North         East    Units  Estimated Accuracy
 KD0456;SPC MO C     -   356,340.      419,970.      MT  (+/- 180 meters Scaled)
 KD0456
 KD0456                          SUPERSEDED SURVEY CONTROL
 KD0456
 KD0456  NGVD 29 (??/??/92)  246.609  (m)          809.08   (f) ADJ UNCH    1 2
 KD0456
 KD0456.Superseded values are not recommended for survey control.
 KD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0456.See file dsdata.txt to determine how the superseded data were derived.
 KD0456
 KD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD632213(NAD 83)
 KD0456_MARKER: DR = REFERENCE MARK DISK
 KD0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0456_STAMPING: JORDAN NO 2 1962
 KD0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0456+STABILITY: SURFACE MOTION
 KD0456
 KD0456  HISTORY     - Date     Condition        Report By
 KD0456  HISTORY     - 1962     MONUMENTED       CGS
 KD0456
 KD0456                          STATION DESCRIPTION
 KD0456
 KD0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0456'6.3 MI N FROM SWEET SPRINGS.
 KD0456'ABOUT 5.7 MILES NORTH ALONG STATE HIGHWAY 127 FROM THE ELEMENTARY
 KD0456'SCHOOL AT SWEET SPRINGS, THENCE 0.5 MILE WEST ALONG A GRAVELED
 KD0456'ROAD, THENCE 0.15 MILE SOUTH ALONG A TRACK ROAD THROUGH A
 KD0456'FARMYARD, AT THE CREST OF A SMALL HILL, 120.5 FEET NORTHWEST
 KD0456'OF R.M. 1, 91.7 FEET NORTH OF THE STATION, 1.0 FOOT EAST OF A
 KD0456'FENCE, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 KD0456'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1210 ***********************************************************************
 HE1210  DESIGNATION -  JS 001
 HE1210  PID         -  HE1210
 HE1210  STATE/COUNTY-  MO/JASPER
 HE1210  USGS QUAD   -  JOPLIN EAST (1978)
 HE1210
 HE1210                         *CURRENT SURVEY CONTROL
 HE1210  ___________________________________________________________________
 HE1210* NAD 83(1997)-  37 03 17.74055(N)    094 29 08.34962(W)     ADJUSTED  
 HE1210* NAVD 88     -       316.4    (meters)    1038.     (feet)  VERTCON   
 HE1210  ___________________________________________________________________
 HE1210  X           -    -398,598.490 (meters)                     COMP
 HE1210  Y           -  -5,080,940.049 (meters)                     COMP
 HE1210  Z           -   3,822,432.484 (meters)                     COMP
 HE1210  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 HE1210  ELLIP HEIGHT-         286.70  (meters)          (02/17/00) GPS OBS
 HE1210  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 HE1210
 HE1210  HORZ ORDER  -  FIRST
 HE1210  ELLP ORDER  -  FOURTH    CLASS I
 HE1210
 HE1210.The horizontal coordinates were established by GPS observations
 HE1210.and adjusted by the National Geodetic Survey in February 2000..
 HE1210
 HE1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1210
 HE1210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1210
 HE1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1210
 HE1210.The ellipsoidal height was determined by GPS observations
 HE1210.and is referenced to NAD 83.
 HE1210
 HE1210.The geoid height was determined by GEOID03.
 HE1210
 HE1210;                    North         East     Units Scale Factor Converg.
 HE1210;SPC MO W     -    98,564.979   851,276.085   MT  0.99994120   +0 00 31.1
 HE1210;UTM  15      - 4,101,997.844   367,903.522   MT  0.99981496   -0 53 43.3
 HE1210
 HE1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1210!SPC MO W     -   0.99995501  x   0.99994120  =   0.99989621
 HE1210!UTM  15      -   0.99995501  x   0.99981496  =   0.99976998
 HE1210
 HE1210                          SUPERSEDED SURVEY CONTROL
 HE1210
 HE1210  NAD 83(1997)-  37 03 17.74057(N)    094 29 08.34962(W) AD(       ) 1
 HE1210  NAD 83(1997)-  37 03 17.74766(N)    094 29 08.35215(W) AD(       ) 1
 HE1210  NAD 83(1986)-  37 03 17.75502(N)    094 29 08.34648(W) AD(       ) 1
 HE1210  NGVD 29 (07/13/92)  316.2    (m)         1037.     (f) GPS OBS        
 HE1210
 HE1210.Superseded values are not recommended for survey control.
 HE1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1210.See file dsdata.txt to determine how the superseded data were derived.
 HE1210
 HE1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6790401998(NAD 83)
 HE1210_MARKER: DD = SURVEY DISK
 HE1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1210_SP_SET: CONCRETE POST
 HE1210_STAMPING: JS-001 1991
 HE1210_MARK LOGO: MOGS  
 HE1210_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1210+STABILITY: SURFACE MOTION
 HE1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1210+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HE1210
 HE1210  HISTORY     - Date     Condition        Report By
 HE1210  HISTORY     - 1991     MONUMENTED       MOGS
 HE1210
 HE1210                          STATION DESCRIPTION
 HE1210
 HE1210'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1210'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1210'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1210'IN CONCRETE AND ARE LOCATED IN THE NORTH RIGHT-OF-WAY OF 32ND STREET
 HE1210'IN THE SOUTH PART OF JOPLIN IN THE SE 1/4 OF SECTION 13, T27N, R33W.
 HE1210'THE STATION IS 37 FT (11.3 M) NORTH OF THE CENTER LINE OF 32ND
 HE1210'STREET, 7.9 FT (2.4 M) NORTH OF THE BACK OF THE CURB, 84.2 FT
 HE1210'(25.7 M) EAST OF A NAIL AND SHINER IN A POWER POLE, 53.7 FT (16.4 M)
 HE1210'WEST OF A NAIL AND SHINER IN A POWER POLE AND 3.6 FT (1.1 M) SOUTH OF
 HE1210'A CARSONITE SIGN POST.
 HE1210'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1210'IS LOCATED ABOUT 0.4 MILES EAST OF THE STATION IN THE SOUTH
 HE1210'RIGHT-OF-WAY OF 32ND STREET AT THE EASTERNMOST ENTRANCE TO THE
 HE1210'SOUTHSIDE SHOPPING CENTER.  THE MARK IS 40.4 FT (12.3 M) NORTHEAST OF
 HE1210'A CONNECTION 24 AUTOMATIC TELLER, 15.9 FT (4.8 M) SOUTHWEST OF A SEAM
 HE1210'IN THE CURB AT THE CONCRETE APPROACH, 1.3 FT (0.4 M) WEST OF THE
 HE1210'CURB, 43.2 FT (13.2 M) NORTHWEST OF A NAIL AND SHINER IN A POWER
 HE1210'POLE, AND 1.3 FT (0.4 M) WEST OF A CARSONITE SIGN POST.
 HE1210'STATION AND ZIMUTH MARK TO REACH
 HE1210'TO REACH THE STATION FROM THE INTERSECTION OF RANGE LINE ROAD AND 32ND
 HE1210'STREET (ALSO FF AND BUS. 71), GO WEST ON 32ND STREET FOR 0.4 MILES TO
 HE1210'THE STATION ON THE RIGHT.
 HE1210'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.37 MILES ON
 HE1210'32ND ST. TO THE SOUTH SIDE SHOPPING CENTER AND THE MARK AS DESCRIBED
 HE1210'AT THE EASTERNMOST ENTRANCE.
 HE1210'SPECIAL INFORMATION
 HE1210'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1211 ***********************************************************************
 HE1211  DESIGNATION -  JS 002
 HE1211  PID         -  HE1211
 HE1211  STATE/COUNTY-  MO/JASPER
 HE1211  USGS QUAD   -  JOPLIN EAST (1978)
 HE1211
 HE1211                         *CURRENT SURVEY CONTROL
 HE1211  ___________________________________________________________________
 HE1211* NAD 83(1997)-  37 03 23.38796(N)    094 26 43.63638(W)     ADJUSTED  
 HE1211* NAVD 88     -       339.8    (meters)    1115.     (feet)  VERTCON   
 HE1211  ___________________________________________________________________
 HE1211  X           -    -395,026.974 (meters)                     COMP
 HE1211  Y           -  -5,081,132.480 (meters)                     COMP
 HE1211  Z           -   3,822,585.533 (meters)                     COMP
 HE1211  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 HE1211  ELLIP HEIGHT-         310.11  (meters)          (02/17/00) GPS OBS
 HE1211  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 HE1211
 HE1211  HORZ ORDER  -  FIRST
 HE1211  ELLP ORDER  -  FOURTH    CLASS I
 HE1211
 HE1211.The horizontal coordinates were established by GPS observations
 HE1211.and adjusted by the National Geodetic Survey in February 2000..
 HE1211
 HE1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1211
 HE1211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1211
 HE1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1211
 HE1211.The ellipsoidal height was determined by GPS observations
 HE1211.and is referenced to NAD 83.
 HE1211
 HE1211.The geoid height was determined by GEOID03.
 HE1211
 HE1211;                    North         East     Units Scale Factor Converg.
 HE1211;SPC MO W     -    98,740.359   854,851.302   MT  0.99994147   +0 01 58.3
 HE1211;UTM  15      - 4,102,116.779   371,480.588   MT  0.99980347   -0 52 16.2
 HE1211
 HE1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1211!SPC MO W     -   0.99995134  x   0.99994147  =   0.99989281
 HE1211!UTM  15      -   0.99995134  x   0.99980347  =   0.99975482
 HE1211
 HE1211                          SUPERSEDED SURVEY CONTROL
 HE1211
 HE1211  NAD 83(1997)-  37 03 23.38798(N)    094 26 43.63637(W) AD(       ) 1
 HE1211  NAD 83(1997)-  37 03 23.39508(N)    094 26 43.63891(W) AD(       ) 1
 HE1211  NAD 83(1986)-  37 03 23.40241(N)    094 26 43.63353(W) AD(       ) 1
 HE1211  NGVD 29 (07/13/92)  339.7    (m)         1114.     (f) GPS OBS        
 HE1211
 HE1211.Superseded values are not recommended for survey control.
 HE1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1211.See file dsdata.txt to determine how the superseded data were derived.
 HE1211
 HE1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7148102117(NAD 83)
 HE1211_MARKER: DD = SURVEY DISK
 HE1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1211_SP_SET: CONCRETE POST
 HE1211_STAMPING: JS-002 1991
 HE1211_MARK LOGO: MOGS  
 HE1211_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1211+STABILITY: SURFACE MOTION
 HE1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1211+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2003
 HE1211
 HE1211  HISTORY     - Date     Condition        Report By
 HE1211  HISTORY     - 1991     MONUMENTED       MOGS
 HE1211  HISTORY     - 20030605 GOOD             INDIV
 HE1211
 HE1211                          STATION DESCRIPTION
 HE1211
 HE1211'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1211'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1211'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1211'IN CONCRETE AND ARE LOCATED IN THE NORTH RIGHT-OF-WAY OF MISSOURI
 HE1211'ROUTE -FF- IN THE SE 1/4 OF SECTION 17, T27N, R32W ABOUT 400 FT
 HE1211'(121.9 M) WEST OF THE OVERPASS ACROSS INTERSTATE -44-. THE STATION IS
 HE1211'52 FT (15.8 M) NORTH OF THE CENTER LINE OF HIGHWAY -FF-, 74.2 FT
 HE1211'(22.6 M) NORTHWEST OF A STEEL POST WITH AN ARROW SIGN, 45.3 FT
 HE1211'(13.8 M) NORTHEAST OF ANOTHER STEEL POST WITH AN ARROW SIGN, AND 3.2
 HE1211'FT (1.0 M) SOUTH OF A CARSONITE SIGN POST.
 HE1211'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1211'IS LOCATED ABOUT 0.3 MILES WEST OF THE STATION IN THE SOUTH
 HE1211'RIGHT-OF-WAY OF MISSOURI ROUTE -FF-.  THE MARK IS 48 FT (14.6 M)
 HE1211'SOUTH OF THE HIGHWAY CENTER LINE, 4.1 FT (1.2 M) NORTH OF A NAIL AND
 HE1211'SHINER IN A CORNER FENCE POST, 4.7 FT (1.4 M) NORTHWEST OF A D.N.R.
 HE1211'LAND CORNER REFERENCE MONUMENT FOR THE QUARTER SECTION CORNER TO
 HE1211'SECTIONS 17 AND 20, T27N, R32W, 15.8 FT (4.8 M) NORTHWEST OF A NAIL
 HE1211'AND SHINER IN A POWER POLE, 162 FT (49.4 M) WEST OF A PRIVATE
 HE1211'ENTRANCE AND 2.3 FT (0.7 M) NORTH OF A CARSONITE SIGN POST.
 HE1211'STATION AND ZIMUTH MARK TO REACH
 HE1211'TO REACH THE STATION FROM THE INTERSECTION OF 32ND STREET AND RANGE
 HE1211'LINE ROAD IN THE SOUTHEAST PART OF JOPLIN, GO EAST ON 32ND ST. (ALSO
 HE1211'HIGHWAY FF), FOR 1.8 MILES TO A CURVE TO THE RIGHT JUST BEFORE
 HE1211'CROSSING INTERSTATE 44 AND THE STATION ON THE LEFT AS DESCRIBED.
 HE1211'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON HIGHWAY -FF- FOR
 HE1211'0.25 MILES TO A SIDE ROAD LEFT  TURN LEFT AND GO SOUTH AND WEST ALONG
 HE1211'RIGHT-OF-WAY OF HIGHWAY -FF- APPROXIMATELY 300 FT (91.4 M) TO THE
 HE1211'MARK.
 HE1211'SPECIAL INFORMATION
 HE1211'DATE OF REPORT 08-06-1991
 HE1211
 HE1211                          STATION RECOVERY (2003)
 HE1211
 HE1211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (NMC)
 HE1211'STATION MARK FOUND AS DESCRIBED.  AZIMUTH MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1212 ***********************************************************************
 HE1212  DESIGNATION -  JS 003
 HE1212  PID         -  HE1212
 HE1212  STATE/COUNTY-  MO/JASPER
 HE1212  USGS QUAD   -  JOPLIN EAST (1978)
 HE1212
 HE1212                         *CURRENT SURVEY CONTROL
 HE1212  ___________________________________________________________________
 HE1212* NAD 83(1997)-  37 05 01.76183(N)    094 28 39.39837(W)     ADJUSTED  
 HE1212* NAVD 88     -       323.2    (meters)    1060.     (feet)  VERTCON   
 HE1212  ___________________________________________________________________
 HE1212  X           -    -397,734.836 (meters)                     COMP
 HE1212  Y           -  -5,079,074.171 (meters)                     COMP
 HE1212  Z           -   3,824,995.320 (meters)                     COMP
 HE1212  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 HE1212  ELLIP HEIGHT-         293.44  (meters)          (02/17/00) GPS OBS
 HE1212  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HE1212
 HE1212  HORZ ORDER  -  FIRST
 HE1212  ELLP ORDER  -  FOURTH    CLASS I
 HE1212
 HE1212.The horizontal coordinates were established by GPS observations
 HE1212.and adjusted by the National Geodetic Survey in February 2000..
 HE1212
 HE1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1212
 HE1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1212
 HE1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1212
 HE1212.The ellipsoidal height was determined by GPS observations
 HE1212.and is referenced to NAD 83.
 HE1212
 HE1212.The geoid height was determined by GEOID03.
 HE1212
 HE1212;                    North         East     Units Scale Factor Converg.
 HE1212;SPC MO W     -   101,771.643   851,990.606   MT  0.99994123   +0 00 48.6
 HE1212;UTM  15      - 4,105,192.425   368,668.465   MT  0.99981248   -0 53 28.0
 HE1212
 HE1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1212!SPC MO W     -   0.99995395  x   0.99994123  =   0.99989519
 HE1212!UTM  15      -   0.99995395  x   0.99981248  =   0.99976644
 HE1212
 HE1212                          SUPERSEDED SURVEY CONTROL
 HE1212
 HE1212  NAD 83(1997)-  37 05 01.76185(N)    094 28 39.39836(W) AD(       ) 1
 HE1212  NAD 83(1997)-  37 05 01.76895(N)    094 28 39.40090(W) AD(       ) 1
 HE1212  NAD 83(1986)-  37 05 01.77630(N)    094 28 39.39540(W) AD(       ) 1
 HE1212  NGVD 29 (07/13/92)  323.0    (m)         1060.     (f) GPS OBS        
 HE1212
 HE1212.Superseded values are not recommended for survey control.
 HE1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1212.See file dsdata.txt to determine how the superseded data were derived.
 HE1212
 HE1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6866805192(NAD 83)
 HE1212_MARKER: DD = SURVEY DISK
 HE1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1212_SP_SET: CONCRETE POST
 HE1212_STAMPING: JS-003 1991
 HE1212_MARK LOGO: MOGS  
 HE1212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1212+STABILITY: SURFACE MOTION
 HE1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1212+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 HE1212
 HE1212  HISTORY     - Date     Condition        Report By
 HE1212  HISTORY     - 1991     MONUMENTED       MOGS
 HE1212  HISTORY     - 20030607 GOOD             INDIV
 HE1212  HISTORY     - 20050115 GOOD             USPSQD
 HE1212  HISTORY     - 20060731 GOOD             USPSQD
 HE1212
 HE1212                          STATION DESCRIPTION
 HE1212
 HE1212'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1212'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1212'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1212'IN CONCRETE AND ARE LOCATED SOUTHWEST OF THE INTERSECTION OF RANGE
 HE1212'LINE ROAD AND EAST 7TH STREET IN THE EAST PART OF JOPLIN. THE MARK IS
 HE1212'24 FT (7.3 M) NORTH OF THE CENTER LINE OF A DEAD END STREET ON THE
 HE1212'NORTH SIDE OF THE FOREST PARK BAPTIST CHURCH, 10.0 FT (3.0 M)
 HE1212'NORTHEAST OF A FIRE HYDRANT, 41.7 FT (12.7 M) EAST OF A NAIL AND
 HE1212'SHINER IN A POWER POLE, 71.9 FT (21.9 M) SOUTH OF A TRAFFIC CONTROL
 HE1212'SIGNAL BOX, 45.0 FT (13.7 M) SOUTHWEST OF A NAIL AND SHINER IN A
 HE1212'POWER POLE, 1.0 FT (0.3 M) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 HE1212'AND 3.0 FT (0.9 M) WEST OF A CARSONITE SIGN POST.
 HE1212'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN A DRILL HOLE
 HE1212'IN THE SOUTHEAST CORNER OF A CONCRETE BASE OF A TRAFFIC SIGNAL
 HE1212'CONTROL BOX NORTHEAST OF THE INTERSECTION OF 3RD STREET AND RANGE
 HE1212'LINE ROAD.  THE MARK IS 8.8 FT (2.7 M) EAST OF THE BACK OF THE CURB
 HE1212'OF RANGE LINE ROAD, 56.5 FT (17.2 M) NORTH OF THE CENTER LINE OF 3RD
 HE1212'STREET, 4.6 FT (1.4 M) NORTHEAST OF A LAMP POLE BASE, 41.8 FT
 HE1212'(12.7 M) SOUTHWEST OF A LAMP POLE BASE AND 2.6 FT (0.8 M) EAST OF A
 HE1212'CARSONITE SIGN POST.
 HE1212'STATION AND ZIMUTH MARK TO REACH
 HE1212'THE STATION IS SOUTHWEST OF THE INTERSECTION OF EAST 7TH STREET AND
 HE1212'RANGE LINE ROAD IN THE EAST PART OF JOPLIN.
 HE1212'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON RANGE LINE ROAD
 HE1212'FOR 0.25 MILES TO EAST 3RD STREET AND THE MARK ON THE RIGHT AS
 HE1212'DESCRIBED.
 HE1212'SPECIAL INFORMATION
 HE1212'DATE OF REPORT 08-06-1991
 HE1212
 HE1212                          STATION RECOVERY (2003)
 HE1212
 HE1212'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (NMC)
 HE1212'THE STATION WAS RECOVERED IN GOOD CONDITION. HOWEVER, THE AZIMUTH MARK
 HE1212'WAS SEARCHED FOR AND NOT FOUND.  THE TRAFFIC SIGNAL WAS REMOVED AT 3RD
 HE1212'AND RANGELINE DURING ROADWAY IMPROVEMENTS AND THE AZIMUTH IS BELIEVED
 HE1212'TO HAVE BEEN DESTROYED.
 HE1212
 HE1212                          STATION RECOVERY (2005)
 HE1212
 HE1212'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 HE1212'RECOVERED IN GOOD CONDITION.
 HE1212
 HE1212                          STATION RECOVERY (2006)
 HE1212
 HE1212'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 HE1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1213 ***********************************************************************
 HE1213  DESIGNATION -  JS 004
 HE1213  PID         -  HE1213
 HE1213  STATE/COUNTY-  MO/JASPER
 HE1213  USGS QUAD   -  JOPLIN EAST (1978)
 HE1213
 HE1213                         *CURRENT SURVEY CONTROL
 HE1213  ___________________________________________________________________
 HE1213* NAD 83(1997)-  37 06 20.60882(N)    094 27 28.98440(W)     ADJUSTED  
 HE1213* NAVD 88     -       322.1    (meters)    1057.     (feet)  VERTCON   
 HE1213  ___________________________________________________________________
 HE1213  X           -    -395,886.912 (meters)                     COMP
 HE1213  Y           -  -5,077,747.158 (meters)                     COMP
 HE1213  Z           -   3,826,933.563 (meters)                     COMP
 HE1213  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 HE1213  ELLIP HEIGHT-         292.38  (meters)          (02/17/00) GPS OBS
 HE1213  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HE1213
 HE1213  HORZ ORDER  -  FIRST
 HE1213  ELLP ORDER  -  FOURTH    CLASS I
 HE1213
 HE1213.The horizontal coordinates were established by GPS observations
 HE1213.and adjusted by the National Geodetic Survey in February 2000..
 HE1213
 HE1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1213
 HE1213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1213
 HE1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1213
 HE1213.The ellipsoidal height was determined by GPS observations
 HE1213.and is referenced to NAD 83.
 HE1213
 HE1213.The geoid height was determined by GEOID03.
 HE1213
 HE1213;                    North         East     Units Scale Factor Converg.
 HE1213;SPC MO W     -   104,202.753   853,728.535   MT  0.99994135   +0 01 31.1
 HE1213;UTM  15      - 4,107,595.471   370,444.335   MT  0.99980677   -0 52 47.1
 HE1213
 HE1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1213!SPC MO W     -   0.99995412  x   0.99994135  =   0.99989547
 HE1213!UTM  15      -   0.99995412  x   0.99980677  =   0.99976090
 HE1213
 HE1213                          SUPERSEDED SURVEY CONTROL
 HE1213
 HE1213  NAD 83(1997)-  37 06 20.60883(N)    094 27 28.98440(W) AD(       ) 1
 HE1213  NAD 83(1997)-  37 06 20.61592(N)    094 27 28.98694(W) AD(       ) 1
 HE1213  NAD 83(1986)-  37 06 20.62325(N)    094 27 28.98155(W) AD(       ) 1
 HE1213  NGVD 29 (07/13/92)  322.0    (m)         1056.     (f) GPS OBS        
 HE1213
 HE1213.Superseded values are not recommended for survey control.
 HE1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1213.See file dsdata.txt to determine how the superseded data were derived.
 HE1213
 HE1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7044407595(NAD 83)
 HE1213_MARKER: DD = SURVEY DISK
 HE1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1213_SP_SET: CONCRETE POST
 HE1213_STAMPING: JS-004 1991
 HE1213_MARK LOGO: MOGS  
 HE1213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1213+STABILITY: SURFACE MOTION
 HE1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1213+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HE1213
 HE1213  HISTORY     - Date     Condition        Report By
 HE1213  HISTORY     - 1991     MONUMENTED       MOGS
 HE1213
 HE1213                          STATION DESCRIPTION
 HE1213
 HE1213'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1213'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1213'THE STATION AND UNDERGROUND MARK ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1213'IN CONCRETE AND ARE LOCATED IN THE WEST RIGHT-OF-WAY OF DUQUESNE ROAD
 HE1213'IN THE NORTHEAST QUARTER OF SECTION 31, T28N, R32W.  THE STATION IS
 HE1213'26 FT (7.9 M) WEST OF THE ROAD CENTER LINE, 30.5 FT (9.3 M) NORTH OF
 HE1213'THE CENTER LINE OF THE NORTHERNMOST ENTRANCE TO THE COLLEGE VIEW
 HE1213'BAPTIST CHURCH, 86.6 FT (26.4 M) NORTHEAST OF A NAIL AND SHINER IN A
 HE1213'POWER POLE, AND 14 FT (4.3 M) NORTHWEST OF THE NORTH END OF A 16 INCH
 HE1213'CONCRETE CULVERT.
 HE1213'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1213'IS LOCATED ABOUT ONE QUARTER MILE NORTH OF THE STATION IN THE EAST
 HE1213'RIGHT-OF-WAY OF DUQUESNE ROAD.  THE MARK IS 26 FT (7.9 M) EAST OF THE
 HE1213'ROAD CENTER LINE, 29 FT (8.8 M) SOUTH OF A CORNER FENCE POST, 10 FT
 HE1213'(3.0 M) SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE, 15.3 FT
 HE1213'(4.7 M) NORTHWEST OF A NAIL AND SHINER IN A WOOD FENCE POST, AND 5.8
 HE1213'FT (1.8 M) WEST OF THE EAST RIGHT-OF-WAY FENCE.
 HE1213'STATION AND ZIMUTH MARK TO REACH
 HE1213'TO REACH THE STATION FROM THE INTERSECTION OF NEWMAN ROAD AND DUQUESNE
 HE1213'ROAD AT MISSOURI SOUTHERN STATE COLLEGE, GO NORTH ON DUQUESNE ROAD
 HE1213'FOR 0.5 MILES TO THE COLLEGE VIEW BAPTIST CHURCH ON THE LEFT AND THE
 HE1213'STATION AS DESCRIBED.
 HE1213'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON DUQUESNE
 HE1213'ROAD FOR 0.27 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 HE1213'SPECIAL INFORMATION
 HE1213'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1214 ***********************************************************************
 HE1214  DESIGNATION -  JS 005
 HE1214  PID         -  HE1214
 HE1214  STATE/COUNTY-  MO/JASPER
 HE1214  USGS QUAD   -  JOPLIN EAST (1978)
 HE1214
 HE1214                         *CURRENT SURVEY CONTROL
 HE1214  ___________________________________________________________________
 HE1214* NAD 83(1997)-  37 07 13.51996(N)    094 29 36.93344(W)     ADJUSTED  
 HE1214* NAVD 88     -       315.1    (meters)    1034.     (feet)  VERTCON   
 HE1214  ___________________________________________________________________
 HE1214  X           -    -398,959.086 (meters)                     COMP
 HE1214  Y           -  -5,076,513.823 (meters)                     COMP
 HE1214  Z           -   3,828,230.143 (meters)                     COMP
 HE1214  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 HE1214  ELLIP HEIGHT-         285.39  (meters)          (02/17/00) GPS OBS
 HE1214  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HE1214
 HE1214  HORZ ORDER  -  FIRST
 HE1214  ELLP ORDER  -  FOURTH    CLASS I
 HE1214
 HE1214.The horizontal coordinates were established by GPS observations
 HE1214.and adjusted by the National Geodetic Survey in February 2000..
 HE1214
 HE1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1214
 HE1214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1214
 HE1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1214
 HE1214.The ellipsoidal height was determined by GPS observations
 HE1214.and is referenced to NAD 83.
 HE1214
 HE1214.The geoid height was determined by GEOID03.
 HE1214
 HE1214;                    North         East     Units Scale Factor Converg.
 HE1214;SPC MO W     -   105,832.982   850,569.397   MT  0.99994118   +0 00 13.9
 HE1214;UTM  15      - 4,109,275.188   367,311.751   MT  0.99981689   -0 54 05.4
 HE1214
 HE1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1214!SPC MO W     -   0.99995522  x   0.99994118  =   0.99989640
 HE1214!UTM  15      -   0.99995522  x   0.99981689  =   0.99977211
 HE1214
 HE1214                          SUPERSEDED SURVEY CONTROL
 HE1214
 HE1214  NAD 83(1997)-  37 07 13.51996(N)    094 29 36.93344(W) AD(       ) 1
 HE1214  NAD 83(1997)-  37 07 13.52704(N)    094 29 36.93599(W) AD(       ) 1
 HE1214  NAD 83(1986)-  37 07 13.53433(N)    094 29 36.93046(W) AD(       ) 1
 HE1214  NGVD 29 (07/13/92)  315.0    (m)         1033.     (f) GPS OBS        
 HE1214
 HE1214.Superseded values are not recommended for survey control.
 HE1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1214.See file dsdata.txt to determine how the superseded data were derived.
 HE1214
 HE1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6731209275(NAD 83)
 HE1214_MARKER: DD = SURVEY DISK
 HE1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1214_SP_SET: CONCRETE POST
 HE1214_STAMPING: JS-005 1991
 HE1214_MARK LOGO: MOGS  
 HE1214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1214+STABILITY: SURFACE MOTION
 HE1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1214+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2004
 HE1214
 HE1214  HISTORY     - Date     Condition        Report By
 HE1214  HISTORY     - 1991     MONUMENTED       MOGS
 HE1214  HISTORY     - 20041224 GOOD             USPSQD
 HE1214
 HE1214                          STATION DESCRIPTION
 HE1214
 HE1214'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1214'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1214'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISK SET
 HE1214'IN CONCRETE AND ARE LOCATED IN THE EAST RIGHT-OF-WAY OF ST. LOUIS
 HE1214'AVENUE IN THE NORTH PART OF JOPLIN IN SECTION 25, T28N, R33W.  THE
 HE1214'STATION IS 24.6 FT (7.5 M) EAST OF THE CENTERLINE, 5.0 FT (1.5 M)
 HE1214'WEST OF A NAIL AND SHINER IN A CORNER FENCE POST, 37.6 FT (11.5 M)
 HE1214'NORTH OF A CONCRETE CULVERT AT A FIELD ENTRANCE, 117 FT (35.7 M) SOUTH
 HE1214'OF A FIELD ENTRANCE ON THE WEST SIDE OF ST. LOUIS AVENUE, AND 64.5 FT
 HE1214'(19.7 M) NORTHEAST OF A NAIL AND SHINER IN A POWER POLE.
 HE1214'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1214'IS LOCATED ABOUT ONE QUARTER MILE NORTH OF THE STATION IN THE WEST
 HE1214'RIGHT-OF-WAY OF ST. LOUIS AVENUE OPPOSITE THE CENTER LINE OF MOUNT
 HE1214'HOPE ROAD TO THE EAST.  THE MARK IS 80.2 FT (24.4 M) SOUTH OF THE
 HE1214'SOUTH END OF A CONCRETE CULVERT, 14.1 FT (4.3 M) NORTHWEST OF THE
 HE1214'WEST END OF A CONCRETE CULVERT, AND 5.3 FT (1.6 M) EAST OF A NAIL AND
 HE1214'SHINER IN A CUT OFF POWER POLE.
 HE1214'STATION AND ZIMUTH MARK TO REACH
 HE1214'TO REACH THE STATION FROM THE INTERSECTION OF RANGE LINE ROAD (ALSO
 HE1214'U.S. HIGHWAY 71), AND ZORA ROAD (ALSO BUS. 71), GO WEST ON ZORA FOR
 HE1214'1.0 MILES TO INTERSECTION WITH ST. LOUIS AVENUE, TURN RIGHT AND GO
 HE1214'NORTH ON ST. LOUIS FOR 0.5 MILES TO THE TOP OF A HILL AND THE STATION
 HE1214'ON THE RIGHT AS DESCRIBED.
 HE1214'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON ST. LOUIS
 HE1214'FOR 0.25 MILES TO THE INTERSECTION WITH MOUNT HOPE ROAD ON THE RIGHT
 HE1214'AND THE MARK ON THE LEFT
 HE1214'SPECIAL INFORMATION
 HE1214'DATE OF REPORT 08-06-1991
 HE1214
 HE1214                          STATION RECOVERY (2004)
 HE1214
 HE1214'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 HE1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1215 ***********************************************************************
 HE1215  DESIGNATION -  JS 006
 HE1215  PID         -  HE1215
 HE1215  STATE/COUNTY-  MO/JASPER
 HE1215  USGS QUAD   -  JOPLIN WEST (1978)
 HE1215
 HE1215                         *CURRENT SURVEY CONTROL
 HE1215  ___________________________________________________________________
 HE1215* NAD 83(1997)-  37 05 24.07217(N)    094 30 40.88339(W)     ADJUSTED  
 HE1215* NAVD 88     -       303.0    (meters)     994.     (feet)  VERTCON   
 HE1215  ___________________________________________________________________
 HE1215  X           -    -400,692.335 (meters)                     COMP
 HE1215  Y           -  -5,078,409.578 (meters)                     COMP
 HE1215  Z           -   3,825,531.882 (meters)                     COMP
 HE1215  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 HE1215  ELLIP HEIGHT-         273.35  (meters)          (02/17/00) GPS OBS
 HE1215  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HE1215
 HE1215  HORZ ORDER  -  FIRST
 HE1215  ELLP ORDER  -  FOURTH    CLASS I
 HE1215
 HE1215.The horizontal coordinates were established by GPS observations
 HE1215.and adjusted by the National Geodetic Survey in February 2000..
 HE1215
 HE1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1215
 HE1215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1215
 HE1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1215
 HE1215.The ellipsoidal height was determined by GPS observations
 HE1215.and is referenced to NAD 83.
 HE1215
 HE1215.The geoid height was determined by GEOID03.
 HE1215
 HE1215;                    North         East     Units Scale Factor Converg.
 HE1215;SPC MO W     -   102,459.202   848,990.392   MT  0.99994119   -0 00 24.7
 HE1215;UTM  15      - 4,105,927.177   365,679.850   MT  0.99982226   -0 54 41.7
 HE1215
 HE1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1215!SPC MO W     -   0.99995710  x   0.99994119  =   0.99989830
 HE1215!UTM  15      -   0.99995710  x   0.99982226  =   0.99977937
 HE1215
 HE1215                          SUPERSEDED SURVEY CONTROL
 HE1215
 HE1215  NAD 83(1997)-  37 05 24.07218(N)    094 30 40.88339(W) AD(       ) 1
 HE1215  NAD 83(1997)-  37 05 24.07926(N)    094 30 40.88594(W) AD(       ) 1
 HE1215  NAD 83(1986)-  37 05 24.08674(N)    094 30 40.88006(W) AD(       ) 1
 HE1215  NGVD 29 (07/13/92)  302.9    (m)          994.     (f) GPS OBS        
 HE1215
 HE1215.Superseded values are not recommended for survey control.
 HE1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1215.See file dsdata.txt to determine how the superseded data were derived.
 HE1215
 HE1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6568005927(NAD 83)
 HE1215_MARKER: DD = SURVEY DISK
 HE1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1215_SP_SET: CONCRETE POST
 HE1215_STAMPING: JS-006 1991
 HE1215_MARK LOGO: MOGS  
 HE1215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1215+STABILITY: SURFACE MOTION
 HE1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1215+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 HE1215
 HE1215  HISTORY     - Date     Condition        Report By
 HE1215  HISTORY     - 1991     MONUMENTED       MOGS
 HE1215  HISTORY     - 20030604 GOOD             INDIV
 HE1215  HISTORY     - 20050115 GOOD             USPSQD
 HE1215
 HE1215                          STATION DESCRIPTION
 HE1215
 HE1215'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1215'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1215'THE STATION IS A D.N.R. ALUMINUM G.R.S. DISK SET IN A DRILL HOLE ON
 HE1215'THE EAST SIDE OF THE TOP OF A CONCRETE WALL OF A STORM SEWER INLET ON
 HE1215'THE NORTH SIDE OF BROADWAY STREET 150 FT (45.7 M) WEST OF THE BRIDGE
 HE1215'ACROSS THE KANSAS SOUTHERN RAILROAD.  THE STATION IS 29.4 FT (9.0 M)
 HE1215'NORTH OF THE CENTER LINE OF BROADWAY STREET, 2.6 FT (0.8 M) NORTH OF
 HE1215'THE SOUTH EDGE OF THE TOP OF THE INLET, 0.3 FT (0.1 M) WEST OF THE
 HE1215'EAST EDGE, 3.7 FT (1.1 M) SOUTH OF THE NORTH EDGE OF THE INLET AND
 HE1215'9.6 FT (2.9 M) SOUTH OF A CARSONITE SIGN POST.
 HE1215'THE AZIMUTH MARK IS A D.N.R. AUMINUM G
 HE1215'R.S. DISK SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE WALL OF A
 HE1215'STORM SEWER INLET NORTHEAST OF THE INTERSECTION OF BROADWAY AND
 HE1215'LANDRETH STREETS ABOUT ONE QUARTER MILE EAST OF THE STATION.  THE
 HE1215'MARK IS 57 FT (17.4 M) EAST OF TH CENTER LINE OF LANDRETH STREET, 30
 HE1215'FT (9.1 M) NORTH OF THE CENTER LINE OF BROADWAY STREET, 40.3 FT
 HE1215'(12.3 M) SOUTH OF A 36 INCH CONCRETE RETAINING WALL, 27.9 FT (8.5 M)
 HE1215'EAST OF A NAIL AND SHINER IN A POWER POLE, AND 4.3 FT (1.3 M)
 HE1215'SOUTHEAST OF A CARSONITE SIGN POST.
 HE1215'STATION AND ZIMUTH MARK TO REACH
 HE1215'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND BROADWAY
 HE1215'IN JOPLIN, GO EAST ON BROADWAY FOR 0.08 MILES TO THE STATION ON THE
 HE1215'LEFT AS DESCRIBED.
 HE1215'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON BROADWAY
 HE1215'ACROSS BRIDGE OVER RAILROAD TO LANDRETH STREET AND THE MARK ON THE
 HE1215'LEFT AS DESCRIBED.
 HE1215'SPECIAL INFORMATION
 HE1215'DATE OF REPORT 08-06-1991
 HE1215
 HE1215                          STATION RECOVERY (2003)
 HE1215
 HE1215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (NMC)
 HE1215'STATION AND AZIMUTH BOTH FOUND IN GOOD CONDITION.
 HE1215
 HE1215                          STATION RECOVERY (2005)
 HE1215
 HE1215'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 HE1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1216 ***********************************************************************
 HE1216  DESIGNATION -  JS 007
 HE1216  PID         -  HE1216
 HE1216  STATE/COUNTY-  MO/JASPER
 HE1216  USGS QUAD   -  JOPLIN WEST (1978)
 HE1216
 HE1216                         *CURRENT SURVEY CONTROL
 HE1216  ___________________________________________________________________
 HE1216* NAD 83(1997)-  37 06 52.03749(N)    094 32 06.17672(W)     ADJUSTED  
 HE1216* NAVD 88     -       278.2    (meters)     913.     (feet)  VERTCON   
 HE1216  ___________________________________________________________________
 HE1216  X           -    -402,661.372 (meters)                     COMP
 HE1216  Y           -  -5,076,592.859 (meters)                     COMP
 HE1216  Z           -   3,827,679.740 (meters)                     COMP
 HE1216  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 HE1216  ELLIP HEIGHT-         248.44  (meters)          (02/17/00) GPS OBS
 HE1216  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 HE1216
 HE1216  HORZ ORDER  -  FIRST
 HE1216  ELLP ORDER  -  FOURTH    CLASS I
 HE1216
 HE1216.The horizontal coordinates were established by GPS observations
 HE1216.and adjusted by the National Geodetic Survey in February 2000..
 HE1216
 HE1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1216
 HE1216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1216
 HE1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1216
 HE1216.The ellipsoidal height was determined by GPS observations
 HE1216.and is referenced to NAD 83.
 HE1216
 HE1216.The geoid height was determined by GEOID03.
 HE1216
 HE1216;                    North         East     Units Scale Factor Converg.
 HE1216;SPC MO W     -   105,171.321   846,885.088   MT  0.99994130   -0 01 16.1
 HE1216;UTM  15      - 4,108,671.893   363,617.884   MT  0.99982913   -0 55 35.1
 HE1216
 HE1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1216!SPC MO W     -   0.99996101  x   0.99994130  =   0.99990232
 HE1216!UTM  15      -   0.99996101  x   0.99982913  =   0.99979015
 HE1216
 HE1216                          SUPERSEDED SURVEY CONTROL
 HE1216
 HE1216  NAD 83(1997)-  37 06 52.03749(N)    094 32 06.17672(W) AD(       ) 1
 HE1216  NAD 83(1997)-  37 06 52.04457(N)    094 32 06.17928(W) AD(       ) 1
 HE1216  NAD 83(1986)-  37 06 52.05194(N)    094 32 06.17362(W) AD(       ) 1
 HE1216  NGVD 29 (07/13/92)  278.1    (m)          912.     (f) GPS OBS        
 HE1216
 HE1216.Superseded values are not recommended for survey control.
 HE1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1216.See file dsdata.txt to determine how the superseded data were derived.
 HE1216
 HE1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6361808672(NAD 83)
 HE1216_MARKER: DD = SURVEY DISK
 HE1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1216_SP_SET: CONCRETE POST
 HE1216_STAMPING: JS-007 1991
 HE1216_MARK LOGO: MOGS  
 HE1216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1216+STABILITY: SURFACE MOTION
 HE1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1216+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HE1216
 HE1216  HISTORY     - Date     Condition        Report By
 HE1216  HISTORY     - 1991     MONUMENTED       MOGS
 HE1216
 HE1216                          STATION DESCRIPTION
 HE1216
 HE1216'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1216'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1216'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1216'IN CONCRETE AND ARE LOCATED IN THE NORTH RIGHT-OF-WAY OF ZORA ROAD IN
 HE1216'THE NORTHWEST PART OF JOPLIN IN THE SOUTHEAST QUARTER OF SECTION 28,
 HE1216'T28N, R33W.  THE STATION IS 22 FT (6.7 M) NORTH OF THE CENTER LINE OF
 HE1216'ZORA ROAD, 2.1 FT (0.6 M) SOUTH OF A CHAIN LINK FENCE, 15.0 FT
 HE1216'(4.6 M) NORTHWEST OF THE NORTHWEST EDGE OF A MANHOLE COVER, 81.5 FT
 HE1216'(24.8 M) WEST OF A FENCE CORNER, AND 81.0 FT (24.7 M) EAST OF A NAIL
 HE1216'AND SHINER IN A POWER POLE.
 HE1216'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1216'IS LOCATED 0.35 MILES WEST OF THE STATION ON THE SOUTH SIDE OF ZORA
 HE1216'ROAD.  THE MARK IS 8.4 FT (2.6 M) NORTH OF THE RIGHT-OF-WAY FENCE, 14
 HE1216'FT (4.3 M) SOUTH OF THE CENTER LINE, 38.5 FT (11.7 M) SOUTH OF A NAIL
 HE1216'AND SHINER IN A POWER POLE, 136 FT (41.5 M) WEST OF A PRIVATE
 HE1216'ENTRANCE ON THE NORTH SIDE OF ZORA ROAD, AND 59 FT (18.0 M) EAST OF A
 HE1216'LINE OF SMALL TREES ON THE NORTH SIDE OF ZORA ROAD.
 HE1216'STATION AND ZIMUTH MARK TO REACH
 HE1216'TO REACH THE STATION FROM THE INTERSECTION OF SCHIFFERDECKER STREET
 HE1216'AND ZORA STREET NORTHWEST OF JOPLIN, GO EAST ON ZORA FOR 0.2 MILES TO
 HE1216'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON ZORA STREET FOR 0.35
 HE1216'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 HE1216'SPECIAL INFORMATION
 HE1216'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1217 ***********************************************************************
 HE1217  DESIGNATION -  JS 008
 HE1217  PID         -  HE1217
 HE1217  STATE/COUNTY-  MO/JASPER
 HE1217  USGS QUAD   -  JOPLIN WEST (1978)
 HE1217
 HE1217                         *CURRENT SURVEY CONTROL
 HE1217  ___________________________________________________________________
 HE1217* NAD 83(1997)-  37 05 05.64159(N)    094 33 21.85436(W)     ADJUSTED  
 HE1217* NAVD 88     -       321.2    (meters)    1054.     (feet)  VERTCON   
 HE1217  ___________________________________________________________________
 HE1217  X           -    -404,683.819 (meters)                     COMP
 HE1217  Y           -  -5,078,451.327 (meters)                     COMP
 HE1217  Z           -   3,825,089.575 (meters)                     COMP
 HE1217  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 HE1217  ELLIP HEIGHT-         291.51  (meters)          (02/17/00) GPS OBS
 HE1217  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HE1217
 HE1217  HORZ ORDER  -  FIRST
 HE1217  ELLP ORDER  -  FOURTH    CLASS I
 HE1217
 HE1217.The horizontal coordinates were established by GPS observations
 HE1217.and adjusted by the National Geodetic Survey in February 2000..
 HE1217
 HE1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1217
 HE1217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1217
 HE1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1217
 HE1217.The ellipsoidal height was determined by GPS observations
 HE1217.and is referenced to NAD 83.
 HE1217
 HE1217.The geoid height was determined by GEOID03.
 HE1217
 HE1217;                    North         East     Units Scale Factor Converg.
 HE1217;SPC MO W     -   101,892.475   845,014.905   MT  0.99994148   -0 02 01.7
 HE1217;SPC KS S     -   453,834.255   750,574.742   MT  1.00004070   +2 25 25.2
 HE1217;UTM  15      - 4,105,423.348   361,696.359   MT  0.99983564   -0 56 18.4
 HE1217
 HE1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1217!SPC MO W     -   0.99995426  x   0.99994148  =   0.99989574
 HE1217!SPC KS S     -   0.99995426  x   1.00004070  =   0.99999495
 HE1217!UTM  15      -   0.99995426  x   0.99983564  =   0.99978990
 HE1217
 HE1217                          SUPERSEDED SURVEY CONTROL
 HE1217
 HE1217  NAD 83(1997)-  37 05 05.64160(N)    094 33 21.85436(W) AD(       ) 1
 HE1217  NAD 83(1997)-  37 05 05.64868(N)    094 33 21.85691(W) AD(       ) 1
 HE1217  NAD 83(1986)-  37 05 05.65635(N)    094 33 21.85097(W) AD(       ) 1
 HE1217  NGVD 29 (07/13/92)  321.1    (m)         1053.     (f) GPS OBS        
 HE1217
 HE1217.Superseded values are not recommended for survey control.
 HE1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1217.See file dsdata.txt to determine how the superseded data were derived.
 HE1217
 HE1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6169605423(NAD 83)
 HE1217_MARKER: DD = SURVEY DISK
 HE1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1217_SP_SET: CONCRETE POST
 HE1217_STAMPING: JS-008 1991
 HE1217_MARK LOGO: MOGS  
 HE1217_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1217+STABILITY: SURFACE MOTION
 HE1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1217+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HE1217
 HE1217  HISTORY     - Date     Condition        Report By
 HE1217  HISTORY     - 1991     MONUMENTED       MOGS
 HE1217
 HE1217                          STATION DESCRIPTION
 HE1217
 HE1217'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1217'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1217'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1217'IN CONCRETE AND ARE LOCATED IN THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 HE1217'-66- IN THE SE 1/4 OF SECTION 5, T27N, R33W ON THE SOUTH SIDE OF
 HE1217'SCHIFFERDECKER PARK IN THE WEST PART OF JOPLIN.  THE STATION IS 19.8
 HE1217'FT (6.0 M) NORTH OF THE BACK OF THE CURB ON THE NORTH SIDE OF HIGHWAY
 HE1217'-66-, 33.7 FT (10.3 M) SOUTHWEST OF A 4 INCH WOOD POST, 26.4 FT
 HE1217'(8.0 M) SOUTH OF ANOTHER 4 INCH WOOD POST, 30.7 FT (9.4 M) SOUTHEAST
 HE1217'OF A STEEL RIGHT-OF-WAY POST, 35.9 FT (10.9 M) EAST OF A NAIL AND
 HE1217'BOTTLE CAP IN THE SOUTHEAST CORNER OF A ROCK MONUMENT WITH A
 HE1217'SCHIFFERDECKER PARK SIGN AND 3.5 FT (1.1 M) WEST OF A CARSONITE SIGN
 HE1217'POST.
 HE1217'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1217'IS LOCATED 0.4 MILES WEST OF THE STATION IN THE NORTH RIGHT-OF-WAY OF
 HE1217'U.S. HIGHWAY -66- AT THE EAST END OF THE GRASS MEDIAN.  THE MARK IS
 HE1217'44 FT (13.4 M) NORTH OF THE WESTBOUND LANE OF HIGHWAY -66-, 17.7 FT
 HE1217'(5.4 M) SOUTH OF A CHAIN LINK FENCE, 27.7 FT (8.4 M) SOUTHEAST OF A 3
 HE1217'INCH PIPE GATE POST, 60.0 FT (18.3 M) SOUTHEAST OF A NAIL AND SHINER
 HE1217'IN A POWER POLE, 31 FT (9.4 M) EAST OF AN ENTRANCE TO SALVAGE YARD,
 HE1217'19.3 FT (5.9 M) NORTHEAST OF THE EAST END OF A 16 INCH CORRUGATED
 HE1217'METAL PIPE AND 3.1 FT (0.9 M) EAST OF A CARSONITE SIGN POST.
 HE1217'STATION AND ZIMUTH MARK TO REACH
 HE1217'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND
 HE1217'SCHIFFERDECKER AVE. (ALSO ROUTE P), GO WEST ON HIGHWAY 66 FOR 0.4
 HE1217'MILES TO THE CREST OF A HILL AND THE STATION ON THE RIGHT AS
 HE1217'DESCRIBED.
 HE1217'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON HIGHWAY 66
 HE1217'FOR 0.4 MILES TO PRIVATE ENTRANCE ON THE RIGHT AND WHERE THE GRASS
 HE1217'MEDIAN OF HIGHWAY 66 BEGINS AND THE MARK ON THE RIGHT AS DESCRIBED.
 HE1217'SPECIAL INFORMATION
 HE1217'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1218 ***********************************************************************
 HE1218  FBN         -  This is a Federal Base Network Control Station.
 HE1218  DESIGNATION -  JS 009
 HE1218  PID         -  HE1218
 HE1218  STATE/COUNTY-  MO/JASPER
 HE1218  USGS QUAD   -  WEBB CITY (1975)
 HE1218
 HE1218                         *CURRENT SURVEY CONTROL
 HE1218  ___________________________________________________________________
 HE1218* NAD 83(1997)-  37 08 32.72594(N)    094 29 47.42706(W)     ADJUSTED  
 HE1218* NAVD 88     -       300.979  (meters)     987.46   (feet)  ADJUSTED  
 HE1218  ___________________________________________________________________
 HE1218  X           -    -399,100.903 (meters)                     COMP
 HE1218  Y           -  -5,075,012.765 (meters)                     COMP
 HE1218  Z           -   3,830,168.352 (meters)                     COMP
 HE1218  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 HE1218  ELLIP HEIGHT-         271.20  (meters)          (02/11/04) GPS OBS
 HE1218  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HE1218  DYNAMIC HT  -         300.738 (meters)     986.67  (feet)  COMP
 HE1218  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 HE1218
 HE1218  HORZ ORDER  -  B
 HE1218  VERT ORDER  -  SECOND    CLASS II
 HE1218  ELLP ORDER  -  FOURTH    CLASS I
 HE1218
 HE1218.This mark is at Joplin Regional Airport (JLN)
 HE1218
 HE1218.The horizontal coordinates were established by GPS observations
 HE1218.and adjusted by the National Geodetic Survey in March 1998..
 HE1218
 HE1218.The orthometric height was determined by differential leveling
 HE1218.and adjusted by the National Geodetic Survey in March 1998..
 HE1218
 HE1218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1218
 HE1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1218
 HE1218.The ellipsoidal height was determined by GPS observations
 HE1218.and is referenced to NAD 83.
 HE1218
 HE1218.The geoid height was determined by GEOID03.
 HE1218
 HE1218.The dynamic height is computed by dividing the NAVD 88
 HE1218.geopotential number by the normal gravity value computed on the
 HE1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE1218.degrees latitude (g = 980.6199 gals.).
 HE1218
 HE1218.The modeled gravity was interpolated from observed gravity values.
 HE1218
 HE1218;                    North         East     Units Scale Factor Converg.
 HE1218;SPC MO W     -   108,274.572   850,310.273   MT  0.99994118   +0 00 07.6
 HE1218;UTM  15      - 4,111,720.265   367,091.276   MT  0.99981761   -0 54 13.4
 HE1218
 HE1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1218!SPC MO W     -   0.99995744  x   0.99994118  =   0.99989863
 HE1218!UTM  15      -   0.99995744  x   0.99981761  =   0.99977506
 HE1218
 HE1218                          SUPERSEDED SURVEY CONTROL
 HE1218
 HE1218  ELLIP H (03/31/98)  271.25   (m)                       GP(       ) 3 1
 HE1218  NAD 83(1997)-  37 08 32.73301(N)    094 29 47.42963(W) AD(       ) 1
 HE1218  NAD 83(1986)-  37 08 32.74022(N)    094 29 47.42423(W) AD(       ) 1
 HE1218  NAVD 88 (03/31/98)  300.98   (m)          987.5    (f) LEVELING    3  
 HE1218  NGVD 29 (07/13/92)  300.9    (m)          987.     (f) GPS OBS        
 HE1218
 HE1218.Superseded values are not recommended for survey control.
 HE1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1218.See file dsdata.txt to determine how the superseded data were derived.
 HE1218
 HE1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6709111720(NAD 83)
 HE1218_MARKER: DD = SURVEY DISK
 HE1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1218_SP_SET: CONCRETE POST
 HE1218_STAMPING: JS 009-1991
 HE1218_MARK LOGO: MODNR 
 HE1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1218+STABILITY: SURFACE MOTION
 HE1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1218+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2004
 HE1218
 HE1218  HISTORY     - Date     Condition        Report By
 HE1218  HISTORY     - 1991     MONUMENTED       MOGS
 HE1218  HISTORY     - 19961119 GOOD             NGS
 HE1218  HISTORY     - 19970219 GOOD             NGS
 HE1218  HISTORY     - 19990709 GOOD             NGS
 HE1218  HISTORY     - 20030709 GOOD             MODNR
 HE1218  HISTORY     - 20030724 GOOD             MODNR
 HE1218  HISTORY     - 20041224 GOOD             USPSQD
 HE1218
 HE1218                          STATION DESCRIPTION
 HE1218
 HE1218'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1218'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1218'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1218'IN CONCRETE.  THE STATION IS LOCATED IN THE NORTH RIGHT-OF-WAY OF
 HE1218'MISSOURI ROUTE -171- ON THE SOUTH SIDE OF THE JOPLIN MUNICIPAL
 HE1218'AIRPORT IN THE SOUTHEAST QUARTER OF SECTION 14, T28N, R33W.  THE
 HE1218'STATION IS 52.7 FT (16.1 M) NORTH OF THE CENTER LINE OF HIGHWAY
 HE1218'-171-, 54.8 FT (16.7 M) NORTHEAST OF SPEED LIMIT SIGN POST, 11.4 FT
 HE1218'(3.5 M) SOUTHEAST OF A 2 INCH STEEL PIPE BRACE POST, 9.7 FT (3.0 M)
 HE1218'SOUTHWEST OF ANOTHER 2- STEEL PIPE BRACE POST AND 9.0 FT (2.7 M) SOUTH
 HE1218'OF THE RIGHT-OF-WAY FENCE.
 HE1218'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1218'IS LOCATED 0.35 MILES WEST OF THE STATION 52.0 FT (15.8 M) NORTH OF
 HE1218'THE CENTER LINE OF HIGHWAY -161- NORTH OF A FIELD ENTRANCE SOUTH.
 HE1218'THE MARK IS 12 FT (3.7 M) SOUTH OF A 3 INCH STEEL PIPE FENCE CORNER
 HE1218'POST, 34.1 FT (10.4 M) NORTHEAST OF THE NORTHEAST EDGE OF A TELEPHONE
 HE1218'MANHOLE, 95.5 FT (29.1 M) SOUTHWEST OF THE SOUTHWEST EDGE OF ANOTHER
 HE1218'TELEPHONE MANHOLE, AND 27.0 FT (8.2 M) SOUTH OF A NATURAL GAS WARNING
 HE1218'SIGN POST.
 HE1218'STATION AND ZIMUTH MARK TO REACH
 HE1218'TO REACH THE STATION FROM THE INTERSECTION OF MO. ROUTE 171 AND
 HE1218'MISSOURI ROUTE 43 SOUTHWEST OF THE JOPLIN AIRPORT, GO EAST ON 171 FOR
 HE1218'0.4 MILES TO THE AZIMUTH MARK ON THE LEFT  CONTINUE EAST ON ROUTE 171
 HE1218'FOR 0.35 MILES TO THE TOP OF THE HILL AND THE STATION ON THE LEFT
 HE1218'SPECIAL INFORMATION
 HE1218'DATE OF REPORT 08-06-1991
 HE1218
 HE1218                          STATION RECOVERY (1996)
 HE1218
 HE1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 HE1218'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH OF JOPLIN, MO.,
 HE1218'NEAR THE WEST EDGE OF WEBB CITY, MO., ALONG THE SOUTH SIDE OF THE
 HE1218'SOUTH PERIMETER FENCE OF THE JOPLIN MUNICIPAL AIRPORT, EAST OF A DIRT
 HE1218'PARKING AREA, BETWEEN U.S.  HIGHWAY 171 AND THE PERIMETER FENCE.
 HE1218'OWNERSHIP--STATE OF MISSOURI.  NOTE--THIS STATION IS A (FBN/CBN
 HE1218'STATION) .  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 HE1218'HIGHWAYS 43 (DEMOTT AVE) AND 171 (N.  MAIN ST RD.) ABOUT 6.4 KM (3.95
 HE1218'MI) NORTH OF JOPLIN, GO EAST, 1.2 KM (0.75 MI) ALONG HIGHWAY 171,
 HE1218'PASSING THE AIRPORT ENTRANCE ON THE LEFT TO THE STATION ON THE LEFT,
 HE1218'BETWEEN THE HIGHWAY AND FENCE.  STATION IS 16.7 M (54.8 FT)
 HE1218'EAST-NORTHEAST OF A SPEED LIMIT SIGN POST, 16.1 M (52.8 FT) NORTH OF
 HE1218'THE HIGHWAY 171 CENTERLINE, 3.5 M (11.5 FT) SOUTH-SOUTHEAST OF A
 HE1218'2-INCH STEEL PIPE BRACED FENCE POST, 3.0 M (9.8 FT) SOUTH-SOUTHWEST OF
 HE1218'A 2-INCH STEEL PIPE BRACED FENCE POST, 2.7 M (8.9 FT) SOUTH OF THE
 HE1218'FENCE AND WITNESS POST, AND THE MONUMENT IS ABOUT 0.5 M (1.6 FT) BELOW
 HE1218'THE HIGHWAY LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R.G. HAYES.
 HE1218
 HE1218                          STATION RECOVERY (1997)
 HE1218
 HE1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HE1218'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH OF JOPLIN, MO.,
 HE1218'NEAR THE WEST EDGE OF WEBB CITY, MO., ALONG THE SOUTH SIDE OF THE
 HE1218'SOUTH PERIMETER FENCE OF THE JOPLIN MUNICIPAL AIRPORT, EAST OF A DIRT
 HE1218'PARKING AREA, BETWEEN U.S.  HIGHWAY 171 AND THE PERIMETER FENCE.
 HE1218'OWNERSHIP--STATE OF MISSOURI.  TO REACH THE STATION FROM THE
 HE1218'INTERSECTION OF STATE HIGHWAYS 43 (DEMOTT AVE) AND 171 (N MAIN ST RD)
 HE1218'ABOUT 6.4 KM (3.95 MI) NORTH OF JOPLIN, GO EAST, 1.2 KM (0.75 MI)
 HE1218'ALONG HIGHWAY 171, PASSING THE AIRPORT ENTRANCE ON THE LEFT TO THE
 HE1218'STATION ON THE LEFT, BETWEEN THE HIGHWAY AND FENCE.  THE STATION IS AN
 HE1218'ALUMINUM DNR GEOGRAPHIC REFERENCE SYSTEM SURVEY MARKER SET IN THE TOP
 HE1218'OF A ROUND CONCRETE MONUMENT.  IT IS, 16.7 M (54.8 FT) EAST-NORTHEAST
 HE1218'OF A SPEED LIMIT SIGN POST, 16.1 M (52.8 FT) NORTH OF THE HIGHWAY 171
 HE1218'CENTERLINE, 3.5 M (11.5 FT) SOUTH-SOUTHEAST OF A 2-INCH STEEL PIPE
 HE1218'BRACED FENCE POST, 3.0 M (9.8 FT) SOUTH-SOUTHWEST OF A 2-INCH STEEL
 HE1218'PIPE BRACED FENCE POST, 2.7 M (8.9 FT) SOUTH OF THE FENCE AND WITNESS
 HE1218'POST, AND THE MONUMENT IS ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY LEVEL
 HE1218'AND FLUSH WITH THE GROUND SURFACE.  BY R.G. HAYES.
 HE1218
 HE1218                          STATION RECOVERY (1999)
 HE1218
 HE1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 HE1218'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE SPEED LIMIT
 HE1218'SIGN HAS BEEN REMOVED AND THE STATION IS 5.2 M (17.1 FT) NORTH OF THE
 HE1218'PAVED SHOULDER EDGE OF THE HIGHWAY.
 HE1218
 HE1218                          STATION RECOVERY (2003)
 HE1218
 HE1218'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 HE1218'RECOVERED IN GOOD CONDITION.
 HE1218
 HE1218                          STATION RECOVERY (2003)
 HE1218
 HE1218'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (JT)
 HE1218'RECOVERED BY MODOT AS DESCRIBED.
 HE1218
 HE1218                          STATION RECOVERY (2004)
 HE1218
 HE1218'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 HE1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1219 ***********************************************************************
 HE1219  DESIGNATION -  JS 010
 HE1219  PID         -  HE1219
 HE1219  STATE/COUNTY-  MO/JASPER
 HE1219  USGS QUAD   -  JOPLIN WEST (1978)
 HE1219
 HE1219                         *CURRENT SURVEY CONTROL
 HE1219  ___________________________________________________________________
 HE1219* NAD 83(1997)-  37 06 22.41179(N)    094 33 59.59809(W)     ADJUSTED  
 HE1219* NAVD 88     -       299.6    (meters)     983.     (feet)  VERTCON   
 HE1219  ___________________________________________________________________
 HE1219  X           -    -405,498.078 (meters)                     COMP
 HE1219  Y           -  -5,076,937.061 (meters)                     COMP
 HE1219  Z           -   3,826,964.343 (meters)                     COMP
 HE1219  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 HE1219  ELLIP HEIGHT-         269.92  (meters)          (02/17/00) GPS OBS
 HE1219  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HE1219
 HE1219  HORZ ORDER  -  FIRST
 HE1219  ELLP ORDER  -  FOURTH    CLASS I
 HE1219
 HE1219.The horizontal coordinates were established by GPS observations
 HE1219.and adjusted by the National Geodetic Survey in February 2000..
 HE1219
 HE1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1219
 HE1219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1219
 HE1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1219
 HE1219.The ellipsoidal height was determined by GPS observations
 HE1219.and is referenced to NAD 83.
 HE1219
 HE1219.The geoid height was determined by GEOID03.
 HE1219
 HE1219;                    North         East     Units Scale Factor Converg.
 HE1219;SPC MO W     -   104,259.581   844,084.425   MT  0.99994161   -0 02 24.5
 HE1219;SPC KS S     -   456,159.511   749,543.525   MT  1.00003541   +2 25 02.0
 HE1219;UTM  15      - 4,107,804.604   360,803.470   MT  0.99983869   -0 56 42.9
 HE1219
 HE1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1219!SPC MO W     -   0.99995764  x   0.99994161  =   0.99989926
 HE1219!SPC KS S     -   0.99995764  x   1.00003541  =   0.99999305
 HE1219!UTM  15      -   0.99995764  x   0.99983869  =   0.99979634
 HE1219
 HE1219                          SUPERSEDED SURVEY CONTROL
 HE1219
 HE1219  NAD 83(1997)-  37 06 22.41180(N)    094 33 59.59809(W) AD(       ) 1
 HE1219  NAD 83(1997)-  37 06 22.41888(N)    094 33 59.60065(W) AD(       ) 1
 HE1219  NAD 83(1986)-  37 06 22.42639(N)    094 33 59.59490(W) AD(       ) 1
 HE1219  NGVD 29 (07/13/92)  299.5    (m)          983.     (f) GPS OBS        
 HE1219
 HE1219.Superseded values are not recommended for survey control.
 HE1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1219.See file dsdata.txt to determine how the superseded data were derived.
 HE1219
 HE1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6080307805(NAD 83)
 HE1219_MARKER: DD = SURVEY DISK
 HE1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1219_SP_SET: CONCRETE POST
 HE1219_STAMPING: JS-010 1991
 HE1219_MARK LOGO: MOGS  
 HE1219_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1219+STABILITY: SURFACE MOTION
 HE1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1219+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HE1219
 HE1219  HISTORY     - Date     Condition        Report By
 HE1219  HISTORY     - 1991     MONUMENTED       MOGS
 HE1219
 HE1219                          STATION DESCRIPTION
 HE1219
 HE1219'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1219'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1219'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1219'IN CONCRETE AND ARE LOCATED NORTHWEST OF JOPLIN IN THE EAST
 HE1219'RIGHT-OF-WAY OF BLACKCAT ROAD IN THE SOUTHWEST QUARTER OF SECTION 32,
 HE1219'T28N, R33W.  THE STATION IS ON A PROJECTION OF A SIDE ROAD WEST, 33
 HE1219'FT (10.1 M) EAST OF THE CENTER LINE OF BLACKCAT ROAD, 91 FT (27.7 M)
 HE1219'SOUTH OF A PRIVATE ENTRANCE, 4.2 FT (1.3 M) SOUTHWEST OF A NAIL AND
 HE1219'SHINER IN A RAILROAD TIE FENCE POST, 4.2 FT (1.3 M) NORTHWEST OF A
 HE1219'NAIL AND SHINER IN A RAILROAD TIE CORNER FENCE POST, 4.0 FT (1.2 M)
 HE1219'NORTHEAST OF A TELEPHONE CABLE RISER BOX AND 3.2 FT (1.0 M) WEST OF A
 HE1219'CARSONITE SIGN POST IN THE RIGHT-OF-WAY FENCE.
 HE1219'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1219'IS LOCATED 0.31 MILES NORTH OF THE STATION IN THE WEST RIGHT-OF-WAY
 HE1219'OF BLACKCAT ROAD.  THE MARK IS 33.5 FT (10.2 M) WEST OF THE CENTER
 HE1219'LINE, 2.2 FT (0.7 M) SOUTHEAST OF A NAIL AND SHINER IN A RAILROAD TIE
 HE1219'CORNER FENCE POST, 5.7 FT (1.7 M) NORTHEAST OF A NAIL AND SHINER IN A
 HE1219'RAILROAD TIE FENCE POST, AND 1.8 FT (0.5 M) EAST OF A CARSONITE SIGN
 HE1219'POST IN THE RIGHT-OF-WAY FENCE.
 HE1219'STATION AND ZIMUTH MARK TO REACH
 HE1219'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY -66- AND
 HE1219'MISSOURI ROUTE -P- IN THE WEST PART OF JOPLIN, GO NORTH AND WEST ON
 HE1219'ROUTE -P- 2.06 MILES TO CROSSROADS WITH BLACKCAT ROAD.  TURN RIGHT
 HE1219'AND GO NORTH 0.38 MILES TO SIDE ROAD WEST AND THE STATION ON THE
 HE1219'RIGHT AS DESCRIBED.
 HE1219'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON BLACKCAT
 HE1219'ROAD 0.31 MILES TO THE TOP OF THE HILL AND THE MARK ON THE LEFT
 HE1219'SPECIAL INFORMATION
 HE1219'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1220 ***********************************************************************
 HE1220  DESIGNATION -  JS 011
 HE1220  PID         -  HE1220
 HE1220  STATE/COUNTY-  MO/JASPER
 HE1220  USGS QUAD   -  JOPLIN EAST (1978)
 HE1220
 HE1220                         *CURRENT SURVEY CONTROL
 HE1220  ___________________________________________________________________
 HE1220* NAD 83(1997)-  37 05 01.35207(N)    094 26 36.35048(W)     ADJUSTED  
 HE1220* NAVD 88     -       307.2    (meters)    1008.     (feet)  VERTCON   
 HE1220  ___________________________________________________________________
 HE1220  X           -    -394,704.436 (meters)                     COMP
 HE1220  Y           -  -5,079,305.485 (meters)                     COMP
 HE1220  Z           -   3,824,975.655 (meters)                     COMP
 HE1220  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 HE1220  ELLIP HEIGHT-         277.54  (meters)          (02/17/00) GPS OBS
 HE1220  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HE1220
 HE1220  HORZ ORDER  -  FIRST
 HE1220  ELLP ORDER  -  FOURTH    CLASS I
 HE1220
 HE1220.The horizontal coordinates were established by GPS observations
 HE1220.and adjusted by the National Geodetic Survey in February 2000..
 HE1220
 HE1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1220
 HE1220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1220
 HE1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1220
 HE1220.The ellipsoidal height was determined by GPS observations
 HE1220.and is referenced to NAD 83.
 HE1220
 HE1220.The geoid height was determined by GEOID03.
 HE1220
 HE1220;                    North         East     Units Scale Factor Converg.
 HE1220;SPC MO W     -   101,760.274   855,029.508   MT  0.99994149   +0 02 02.8
 HE1220;UTM  15      - 4,105,133.089   371,706.402   MT  0.99980276   -0 52 13.7
 HE1220
 HE1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1220!SPC MO W     -   0.99995645  x   0.99994149  =   0.99989794
 HE1220!UTM  15      -   0.99995645  x   0.99980276  =   0.99975922
 HE1220
 HE1220                          SUPERSEDED SURVEY CONTROL
 HE1220
 HE1220  NAD 83(1997)-  37 05 01.35209(N)    094 26 36.35047(W) AD(       ) 1
 HE1220  NAD 83(1997)-  37 05 01.35918(N)    094 26 36.35301(W) AD(       ) 1
 HE1220  NAD 83(1986)-  37 05 01.36653(N)    094 26 36.34762(W) AD(       ) 1
 HE1220  NGVD 29 (07/13/92)  307.1    (m)         1008.     (f) GPS OBS        
 HE1220
 HE1220.Superseded values are not recommended for survey control.
 HE1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1220.See file dsdata.txt to determine how the superseded data were derived.
 HE1220
 HE1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7170605133(NAD 83)
 HE1220_MARKER: DD = SURVEY DISK
 HE1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1220_SP_SET: CONCRETE POST
 HE1220_STAMPING: JS-011 1991
 HE1220_MARK LOGO: MOGS  
 HE1220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1220+STABILITY: SURFACE MOTION
 HE1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1220+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HE1220
 HE1220  HISTORY     - Date     Condition        Report By
 HE1220  HISTORY     - 1991     MONUMENTED       MOGS
 HE1220
 HE1220                          STATION DESCRIPTION
 HE1220
 HE1220'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1220'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1220'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1220'IN CONCRETE AND ARE LOCATED IN THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 HE1220'-66- IN THE SE 1/4 OF SECTION 5, T28N, R32W. THE STATION IS
 HE1220'APPROXIMATELY 700 FT (213.4 M) WEST OF THE INTERSECTION OF -66- AND
 HE1220'TRAVIS ACRE ROAD, 35.4 FT (10.8 M) NORTH OF THE CENTER LINE OF -66-,
 HE1220'7 FT (2.1 M) SOUTH OF THE RIGHT-OF-WAY FENCE, 64.9 FT (19.8 M)
 HE1220'SOUTHWEST OF A NAIL AND SHINER IN A CORNER FENCE POST, 67.8 FT
 HE1220'(20.7 M) SOUTHEAST OF A NAIL AND SHINER IN A POWER POLE AND 7.0 FT
 HE1220'(2.1 M) SOUTH OF A CARSONITE SIGN POST.
 HE1220'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1220'IS LOCATED ABOUT ONE QUARTER MILE WEST OF THE STATION IN THE SOUTH
 HE1220'RIGHT-OF-WAY OF HIGHWAY -66- WEST OF THE BRIDGE ACROSS TURKEY CREEK
 HE1220'AND EAST OF GARDEN GROVE ROAD.  THE MARK IS 21 FT (6.4 M) SOUTH OF
 HE1220'THE CENTER LINE OF HIGHWAY 66, 42.1 FT (12.8 M) WEST OF THE WEST END
 HE1220'OF THE SOUTH HEADWALL OF THE BRIDGE ACROSS TURKEY CREEK, 4.4 FT
 HE1220'(1.3 M) SOUTHEAST OF THE GUARDRAIL, 42.2 FT (12.9 M) NORTHEAST OF THE
 HE1220'CENTER LINE OF GARDEN GROVE ROAD, 16.7 FT (5.1 M) NORTH OF A NAIL AND
 HE1220'SHINER IN A POWER POLE, AND 1.8 FT (0.5 M) NORTHWEST OF A CARSONITE
 HE1220'SIGN POST.
 HE1220'STATION AND ZIMUTH MARK TO REACH
 HE1220'TO REACH THE STATION FROM THE INTERSECTION OF RANGELINE AND EAST 7TH
 HE1220'STREET, ALSO U.S. ROUTE 66, IN THE EAST PART OF JOPLIN, GO EAST ON
 HE1220'ROUTE 66 FOR 1.87 MILES TO THE STATION ON THE LEFT APPROXIMATELY 700
 HE1220'FT (213.4 M) WEST OF A -T- ROAD NORTH, TRAVIS ACRE ROAD.
 HE1220'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN WEST ON ROUTE 66
 HE1220'FOR 0.28 MILES TO THE BRIDGE OVER TURKEY CREEK AT THE INTERSECTION
 HE1220'WITH GARDEN GROVE ROAD AND THE MARK AS DESCRIBED.
 HE1220'SPECIAL INFORMATION
 HE1220'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1221 ***********************************************************************
 HE1221  DESIGNATION -  JS 012
 HE1221  PID         -  HE1221
 HE1221  STATE/COUNTY-  MO/JASPER
 HE1221  USGS QUAD   -  WEBB CITY (1975)
 HE1221
 HE1221                         *CURRENT SURVEY CONTROL
 HE1221  ___________________________________________________________________
 HE1221* NAD 83(1997)-  37 07 48.95351(N)    094 25 14.01961(W)     ADJUSTED  
 HE1221* NAVD 88     -       309.1    (meters)    1014.     (feet)  VERTCON   
 HE1221  ___________________________________________________________________
 HE1221  X           -    -392,436.833 (meters)                     COMP
 HE1221  Y           -  -5,076,356.044 (meters)                     COMP
 HE1221  Z           -   3,829,097.457 (meters)                     COMP
 HE1221  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 HE1221  ELLIP HEIGHT-         279.32  (meters)          (02/17/00) GPS OBS
 HE1221  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 HE1221
 HE1221  HORZ ORDER  -  FIRST
 HE1221  ELLP ORDER  -  FOURTH    CLASS I
 HE1221
 HE1221.The horizontal coordinates were established by GPS observations
 HE1221.and adjusted by the National Geodetic Survey in February 2000..
 HE1221
 HE1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1221
 HE1221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1221
 HE1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1221
 HE1221.The ellipsoidal height was determined by GPS observations
 HE1221.and is referenced to NAD 83.
 HE1221
 HE1221.The geoid height was determined by GEOID03.
 HE1221
 HE1221;                    North         East     Units Scale Factor Converg.
 HE1221;SPC MO W     -   106,928.190   857,058.503   MT  0.99994179   +0 02 52.6
 HE1221;UTM  15      - 4,110,267.580   373,816.475   MT  0.99979614   -0 51 27.4
 HE1221
 HE1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1221!SPC MO W     -   0.99995617  x   0.99994179  =   0.99989796
 HE1221!UTM  15      -   0.99995617  x   0.99979614  =   0.99975232
 HE1221
 HE1221                          SUPERSEDED SURVEY CONTROL
 HE1221
 HE1221  NAD 83(1997)-  37 07 48.95353(N)    094 25 14.01961(W) AD(       ) 1
 HE1221  NAD 83(1997)-  37 07 48.96063(N)    094 25 14.02213(W) AD(       ) 1
 HE1221  NAD 83(1986)-  37 07 48.96807(N)    094 25 14.01691(W) AD(       ) 1
 HE1221  NGVD 29 (07/13/92)  309.0    (m)         1014.     (f) GPS OBS        
 HE1221
 HE1221.Superseded values are not recommended for survey control.
 HE1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1221.See file dsdata.txt to determine how the superseded data were derived.
 HE1221
 HE1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7381610268(NAD 83)
 HE1221_MARKER: DD = SURVEY DISK
 HE1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1221_SP_SET: CONCRETE POST
 HE1221_STAMPING: JS-012 1991
 HE1221_MARK LOGO: MOGS  
 HE1221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1221+STABILITY: SURFACE MOTION
 HE1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1221+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HE1221
 HE1221  HISTORY     - Date     Condition        Report By
 HE1221  HISTORY     - 1991     MONUMENTED       MOGS
 HE1221
 HE1221                          STATION DESCRIPTION
 HE1221
 HE1221'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1221'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1221'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1221'IN CONCRETE AND ARE LOCATED IN THE EAST RIGHT-OF-WAY OF MISSOURI
 HE1221'ROUTE -AA- ONE QUARTER MILE NORTH OF THE VILLAGE OF PROSPERITY IN THE
 HE1221'SOUTHWEST QUARTER OF SECTION 22, T28N, R32W.  THE STATION IS 29.5 FT
 HE1221'(9.0 M) EAST OF THE CENTER LINE OF ROUTE -AA-, 31 FT (9.4 M) SOUTH OF
 HE1221'THE CENTER OF A PRIVATE ENTRANCE, 20.3 FT (6.2 M) SOUTHEAST OF THE
 HE1221'SOUTH END OF A CONCRETE CULVERT, 15.3 FT (4.7 M) SOUTHWEST OF A NAIL
 HE1221'AND SHINER IN A CORNER FENCE POST, 46.0 FT (14.0 M) NORTH OF A NAIL
 HE1221'AND SHINER IN A POWER POLE, AND 1.6 FT (0.5 M) WEST OF A CARSONITE
 HE1221'SIGN POST IN THE RIGHT-OF-WAY FENCE.
 HE1221'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK AND IS LOCATED ABOUT
 HE1221'ONE QUARTER MILE NORTH OF THE STATION IN THE WEST RIGHT-OF-WAY OF
 HE1221'ROUTE -AA-.  THE MARK IS 31.9 FT (9.7 M) WEST OF THE CENTER LINE OF
 HE1221'-AA-, 16.2 FT (4.9 M) NORTHWEST OF A STEEL RIGHT-OF-WAY POST, 28.3 FT
 HE1221'(8.6 M) NORTH OF A NAIL AND SHINER IN A CORNER FENCE POST, 17.2 FT
 HE1221'(5.2 M) NORTHEAST OF A STEEL RIGHT-OF-WAY POST, 74.7 FT (22.8 M)
 HE1221'NORTHWEST OF A NAIL AND SHINER IN A CORNER FENCE POST, AND 1.3 FT
 HE1221'(0.4 M) EAST OF A CARSONITE SIGN POST.
 HE1221'STATION AND ZIMUTH MARK TO REACH
 HE1221'TO REACH THE STATION FROM THE CROSSROAD INTERSECTION OF MISSOURI ROUTE
 HE1221'-HH- AND -AA- 2.5 MILES EAST OF WEBB CITY, GO SOUTH ON -AA-, 0.47
 HE1221'MILES TO A PRIVATE ENTRANCE ON THE LEFT AND THE STATION 31 FT
 HE1221'(9.4 M) SOUTH OF THE ENTRANCE.
 HE1221'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN NORTH ON -AA-, 0.26
 HE1221'MILES TO A MOBILE HOME PARK ON THE RIGHT AND THE MARK ON THE LEFT 28
 HE1221'FT (8.5 M) NORTH OF A FENCE CORNER.
 HE1221'SPECIAL INFORMATION
 HE1221'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1222 ***********************************************************************
 HE1222  DESIGNATION -  JS 013
 HE1222  PID         -  HE1222
 HE1222  STATE/COUNTY-  MO/JASPER
 HE1222  USGS QUAD   -  WEBB CITY (1975)
 HE1222
 HE1222                         *CURRENT SURVEY CONTROL
 HE1222  ___________________________________________________________________
 HE1222* NAD 83(1997)-  37 08 02.84713(N)    094 27 38.17862(W)     ADJUSTED  
 HE1222* NAVD 88     -       312.4    (meters)    1025.     (feet)  VERTCON   
 HE1222  ___________________________________________________________________
 HE1222  X           -    -395,964.709 (meters)                     COMP
 HE1222  Y           -  -5,075,825.348 (meters)                     COMP
 HE1222  Z           -   3,829,440.914 (meters)                     COMP
 HE1222  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HE1222  ELLIP HEIGHT-         282.59  (meters)          (02/17/00) GPS OBS
 HE1222  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 HE1222
 HE1222  HORZ ORDER  -  FIRST
 HE1222  ELLP ORDER  -  FOURTH    CLASS I
 HE1222
 HE1222.The horizontal coordinates were established by GPS observations
 HE1222.and adjusted by the National Geodetic Survey in February 2000..
 HE1222
 HE1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1222
 HE1222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1222
 HE1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1222
 HE1222.The ellipsoidal height was determined by GPS observations
 HE1222.and is referenced to NAD 83.
 HE1222
 HE1222.The geoid height was determined by GEOID03.
 HE1222
 HE1222;                    North         East     Units Scale Factor Converg.
 HE1222;SPC MO W     -   107,354.248   853,500.225   MT  0.99994133   +0 01 25.6
 HE1222;UTM  15      - 4,110,749.756   370,265.873   MT  0.99980734   -0 52 54.7
 HE1222
 HE1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1222!SPC MO W     -   0.99995566  x   0.99994133  =   0.99989699
 HE1222!UTM  15      -   0.99995566  x   0.99980734  =   0.99976300
 HE1222
 HE1222                          SUPERSEDED SURVEY CONTROL
 HE1222
 HE1222  NAD 83(1997)-  37 08 02.84713(N)    094 27 38.17861(W) AD(       ) 1
 HE1222  NAD 83(1997)-  37 08 02.85422(N)    094 27 38.18116(W) AD(       ) 1
 HE1222  NAD 83(1986)-  37 08 02.86152(N)    094 27 38.17581(W) AD(       ) 1
 HE1222  NGVD 29 (07/13/92)  312.3    (m)         1025.     (f) GPS OBS        
 HE1222
 HE1222.Superseded values are not recommended for survey control.
 HE1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1222.See file dsdata.txt to determine how the superseded data were derived.
 HE1222
 HE1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7026610750(NAD 83)
 HE1222_MARKER: DD = SURVEY DISK
 HE1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1222_SP_SET: CONCRETE POST
 HE1222_STAMPING: JS-013 1991
 HE1222_MARK LOGO: MOGS  
 HE1222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1222+STABILITY: SURFACE MOTION
 HE1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1222+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HE1222
 HE1222  HISTORY     - Date     Condition        Report By
 HE1222  HISTORY     - 1991     MONUMENTED       MOGS
 HE1222
 HE1222                          STATION DESCRIPTION
 HE1222
 HE1222'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1222'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1222'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1222'IN CONCRETE AND ARE LOCATED IN THE SOUTHEAST PART OF WEBB CITY AT THE
 HE1222'INTERSECTION OF HALL AVENUE AND SOUTH WALKER STREET IN THE SOUTHEAST
 HE1222'QUARTER OF SECTION 19, T28N, R32W. THE STATION IS 34.5 FT (10.5 M)
 HE1222'EAST OF THE CENTER LINE OF WALKER STREET, 34 FT (10.4 M) NORTH OF THE
 HE1222'CENTER LINE OF HALL AVENUE, 55 FT (16.8 M) SOUTH OF THE CENTER LINE
 HE1222'OF A GRAVEL ENTRANCE ROAD, 32.8 FT (10.0 M) SOUTHEAST OF A NAIL AND
 HE1222'SHINER IN A POWER POLE, 43.1 FT (13.1 M) SOUTHWEST OF A NAIL AND
 HE1222'SHINER IN A POWER POLE, 9.6 FT (2.9 M) NORTHEAST OF THE EAST END OF
 HE1222'AN 18 INCH CORRUGATED METAL PIPE, AND 1.2 FT (0.4 M) SOUTH OF A
 HE1222'CARSONITE SIGN POST.
 HE1222'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1222'IS LOCATED ABOUT ONE QUARTER MILE NORTH OF THE STATION AT THE
 HE1222'INTERSECTION OF WALKER AND NOBLE STREETS.  THE MARK IS 26.0 FT
 HE1222'(7.9 M) WEST OF THE CENTER LINE OF WALKER STREET, 20 FT (6.1 M) NORTH
 HE1222'OF THE CENTER LINE OF NOBLE STREET, 42.4 FT (12.9 M) NORTH OF THE
 HE1222'NORTH FACE OF A RAILROAD TIE POST, 54.6 FT (16.6 M) SOUTHEAST OF THE
 HE1222'SOUTHEAST CORNER OF A CONCRETE PORCH OF A ONE STORY FRAME HOUSE, 2.3
 HE1222'FT (0.7 M) SOUTHWEST OF A STEEL STREET SIGN POST, 3.85 FT (1.17 M)
 HE1222'SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE, AND 3.0 FT (0.9 M)
 HE1222'SOUTHWEST OF A CARSONITE SIGN POST.
 HE1222'STATION AND ZIMUTH MARK TO REACH
 HE1222'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTES -66-, -71-,
 HE1222'AND -171- IN WEBB CITY, GO EAST ON ROUTE -71- FOR 0.72 MILES TO HALL
 HE1222'AVENUE ON THE RIGHT, TURN RIGHT AND GO SOUTH ON HALL 0.55 MILES TO
 HE1222'WALKER STREET ON THE LEFT  TURN ON TO WALKER AND THE STATION ON THE
 HE1222'RIGHT AS DESCRIBED.
 HE1222'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON WALKER STREET
 HE1222'0.25 MILES TO THE INTERSECTION WITH NOBLE STREET AND THE MARK
 HE1222'NORTHWEST OF THE CENTER LINE INTERSECTION.
 HE1222'SPECIAL INFORMATION
 HE1222'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1223 ***********************************************************************
 HE1223  DESIGNATION -  JS 014
 HE1223  PID         -  HE1223
 HE1223  STATE/COUNTY-  MO/JASPER
 HE1223  USGS QUAD   -  WEBB CITY (1975)
 HE1223
 HE1223                         *CURRENT SURVEY CONTROL
 HE1223  ___________________________________________________________________
 HE1223* NAD 83(1997)-  37 09 37.17859(N)    094 28 26.60323(W)     ADJUSTED  
 HE1223* NAVD 88     -       297.6    (meters)     976.     (feet)  VERTCON   
 HE1223  ___________________________________________________________________
 HE1223  X           -    -397,018.428 (meters)                     COMP
 HE1223  Y           -  -5,073,969.651 (meters)                     COMP
 HE1223  Z           -   3,831,750.000 (meters)                     COMP
 HE1223  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 HE1223  ELLIP HEIGHT-         267.73  (meters)          (02/17/00) GPS OBS
 HE1223  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HE1223
 HE1223  HORZ ORDER  -  FIRST
 HE1223  ELLP ORDER  -  FOURTH    CLASS I
 HE1223
 HE1223.The horizontal coordinates were established by GPS observations
 HE1223.and adjusted by the National Geodetic Survey in February 2000..
 HE1223
 HE1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1223
 HE1223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1223
 HE1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1223
 HE1223.The ellipsoidal height was determined by GPS observations
 HE1223.and is referenced to NAD 83.
 HE1223
 HE1223.The geoid height was determined by GEOID03.
 HE1223
 HE1223;                    North         East     Units Scale Factor Converg.
 HE1223;SPC MO W     -   110,261.705   852,304.285   MT  0.99994124   +0 00 56.4
 HE1223;UTM  15      - 4,113,675.372   369,116.203   MT  0.99981103   -0 53 25.9
 HE1223
 HE1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1223!SPC MO W     -   0.99995799  x   0.99994124  =   0.99989923
 HE1223!UTM  15      -   0.99995799  x   0.99981103  =   0.99976903
 HE1223
 HE1223                          SUPERSEDED SURVEY CONTROL
 HE1223
 HE1223  NAD 83(1997)-  37 09 37.17859(N)    094 28 26.60323(W) AD(       ) 1
 HE1223  NAD 83(1997)-  37 09 37.18567(N)    094 28 26.60578(W) AD(       ) 1
 HE1223  NAD 83(1986)-  37 09 37.19291(N)    094 28 26.60050(W) AD(       ) 1
 HE1223  NGVD 29 (07/13/92)  297.5    (m)          976.     (f) GPS OBS        
 HE1223
 HE1223.Superseded values are not recommended for survey control.
 HE1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1223.See file dsdata.txt to determine how the superseded data were derived.
 HE1223
 HE1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6911613675(NAD 83)
 HE1223_MARKER: DD = SURVEY DISK
 HE1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1223_SP_SET: CONCRETE POST
 HE1223_STAMPING: JS-014 1991
 HE1223_MARK LOGO: MOGS  
 HE1223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1223+STABILITY: SURFACE MOTION
 HE1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1223+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2004
 HE1223
 HE1223  HISTORY     - Date     Condition        Report By
 HE1223  HISTORY     - 1991     MONUMENTED       MOGS
 HE1223  HISTORY     - 20041224 GOOD             USPSQD
 HE1223
 HE1223                          STATION DESCRIPTION
 HE1223
 HE1223'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1223'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1223'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1223'IN CONCRETE AND LOCATED IN THE WEST RIGHT-OF-WAY OF MADISON STREET IN
 HE1223'THE SOUTHEAST QUARTER OF SECTION 12, T28N, R33W AT THE NORTHWEST EDGE
 HE1223'OF WEBB CITY.  THE STATION IS 27.7 FT (8.4 M) WEST OF THE CENTER LINE
 HE1223'OF MADISON STREET, 58 FT (17.7 M) NORTH OF A DIM TRAIL WEST, 78 FT
 HE1223'(23.8 M) SOUTH OF A FIELD ENTRANCE EAST, 152.8 FT (46.6 M) SOUTH OF A
 HE1223'NAIL AND SHINER IN A POWER POLE, 96.9 FT (29.5 M) NORTH OF A NAIL AND
 HE1223'SHINER IN A POWER POLE AND 2.7 FT (0.8 M) EAST OF A CARSONITE SIGN
 HE1223'POST.
 HE1223'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1223'IS LOCATED ONE QUARTER MILE SOUTH OF THE STATION IN THE EAST
 HE1223'RIGHT-OF-WAY OF MADISON STREET ACROSS FROM THE CARL JUNCTION ROAD AND
 HE1223'AT THE NORTHWEST CORNER OF THE WEBB CITY HIGH SCHOOL PARKING LOT.
 HE1223'THE MARK IS 17.4 FT (5.3 M) EAST OF THE CENTER LINE OF MADISON
 HE1223'STREET, 21.0 FT (6.4 M) SOUTH OF THE CENTER LINE OF CARL JUNCTION
 HE1223'ROAD, 23.5 FT (7.2 M) NORTH OF THE CENTER LINE OF THE NORTHERNMOST
 HE1223'ENTRANCE TO THE PARKING LOT, 40.7 FT (12.4 M) NORTHEAST OF A NAIL AND
 HE1223'SHINER IN A POWER POLE, 46.0 FT (14.0 M) SOUTHWEST OF A NATURAL GAS
 HE1223'WARNING SIGN POST, 3.1 FT (0.9 M) NORTHWEST OF A 7- STEEL GATE POST,
 HE1223'AND 7.4 FT (2.3 M) SOUTHWEST OF A CARSONITE SIGN POST.
 HE1223'STATION AND ZIMUTH MARK TO REACH
 HE1223'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS -66- AND
 HE1223'-71- AND MISSOURI ROUTE -171- IN WEBB CITY GO NORTH ON MADISON STREET
 HE1223'1.26 MILES TO THE TOP OF A HILL AND A DIM ROAD ON THE LEFT AND THE
 HE1223'STATION AS DESCRIBED.
 HE1223'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN SOUTH ON MADISON
 HE1223'STREET 0.25 MILES TO THE INTERSECTION WITH CARL JUNCTION ROAD ON THE
 HE1223'RIGHT AND THE MARK ON THE LEFT
 HE1223'SPECIAL INFORMATION
 HE1223'DATE OF REPORT 08-06-1991
 HE1223
 HE1223                          STATION RECOVERY (2004)
 HE1223
 HE1223'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 HE1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1224 ***********************************************************************
 HE1224  DESIGNATION -  JS 015
 HE1224  PID         -  HE1224
 HE1224  STATE/COUNTY-  MO/JASPER
 HE1224  USGS QUAD   -  WEBB CITY (1975)
 HE1224
 HE1224                         *CURRENT SURVEY CONTROL
 HE1224  ___________________________________________________________________
 HE1224* NAD 83(1997)-  37 11 03.08064(N)    094 27 16.87194(W)     ADJUSTED  
 HE1224* NAVD 88     -       284.7    (meters)     934.     (feet)  VERTCON   
 HE1224  ___________________________________________________________________
 HE1224  X           -    -395,177.982 (meters)                     COMP
 HE1224  Y           -  -5,072,498.012 (meters)                     COMP
 HE1224  Z           -   3,833,852.418 (meters)                     COMP
 HE1224  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 HE1224  ELLIP HEIGHT-         254.81  (meters)          (02/17/00) GPS OBS
 HE1224  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HE1224
 HE1224  HORZ ORDER  -  FIRST
 HE1224  ELLP ORDER  -  FOURTH    CLASS I
 HE1224
 HE1224.The horizontal coordinates were established by GPS observations
 HE1224.and adjusted by the National Geodetic Survey in February 2000..
 HE1224
 HE1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1224
 HE1224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1224
 HE1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1224
 HE1224.The ellipsoidal height was determined by GPS observations
 HE1224.and is referenced to NAD 83.
 HE1224
 HE1224.The geoid height was determined by GEOID03.
 HE1224
 HE1224;                    North         East     Units Scale Factor Converg.
 HE1224;SPC MO W     -   112,910.386   854,023.431   MT  0.99994138   +0 01 38.6
 HE1224;UTM  15      - 4,116,296.176   370,876.801   MT  0.99980539   -0 52 45.5
 HE1224
 HE1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1224!SPC MO W     -   0.99996001  x   0.99994138  =   0.99990140
 HE1224!UTM  15      -   0.99996001  x   0.99980539  =   0.99976541
 HE1224
 HE1224                          SUPERSEDED SURVEY CONTROL
 HE1224
 HE1224  NAD 83(1997)-  37 11 03.08065(N)    094 27 16.87193(W) AD(       ) 1
 HE1224  NAD 83(1997)-  37 11 03.08773(N)    094 27 16.87448(W) AD(       ) 1
 HE1224  NAD 83(1986)-  37 11 03.09505(N)    094 27 16.86927(W) AD(       ) 1
 HE1224  NGVD 29 (07/13/92)  284.6    (m)          934.     (f) GPS OBS        
 HE1224
 HE1224.Superseded values are not recommended for survey control.
 HE1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1224.See file dsdata.txt to determine how the superseded data were derived.
 HE1224
 HE1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7087716296(NAD 83)
 HE1224_MARKER: DD = SURVEY DISK
 HE1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1224_SP_SET: CONCRETE POST
 HE1224_STAMPING: JS-015 1991
 HE1224_MARK LOGO: MOGS  
 HE1224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1224+STABILITY: SURFACE MOTION
 HE1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1224+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HE1224
 HE1224  HISTORY     - Date     Condition        Report By
 HE1224  HISTORY     - 1991     MONUMENTED       MOGS
 HE1224
 HE1224                          STATION DESCRIPTION
 HE1224
 HE1224'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1224'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1224'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1224'IN CONCRETE.  THE STATION IS LOCATED SOUTHEAST OF ORONOGO IN THE
 HE1224'NORTHEAST QUARTER OF SECTION 6, T29N, R32W IN THE SOUTH PART OF A
 HE1224'TRIANGULAR AREA FORMED BY MISSOURI ROUTE -D- ON THE SOUTHWEST, IVY
 HE1224'ROAD ON THE NORTH, AND A COUNTY ROAD ON THE EAST.  THE STATION IS 200
 HE1224'FT (61.0 M) SOUTH OF THE CENTER LINE OF IVY ROAD, 24 FT (7.3 M) WEST
 HE1224'OF THE CENTER LINE OF THE COUNTY ROAD AND 35.5 FT (10.8 M) NORTHEAST
 HE1224'OF THE CENTER LINE OF ROUTE -D-, 93.2 FT (28.4 M) SOUTHEAST OF A NAIL
 HE1224'AND SHINER IN A POWER POLE, 30.3 FT (9.2 M) NORTHWEST OF A STOP SIGN
 HE1224'POST AND 48.7 FT (14.8 M) WEST OF A CARSONITE SIGN POST.
 HE1224'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1224'IS LOCATED IN THE EAST RIGHT-OF-WAY OF MISSOURI ROUTE -D-. THE MARK
 HE1224'IS 29.2 FT (8.9 M) EAST OF THE HIGHWAY CENTER LINE, 57.7 FT (17.6 M)
 HE1224'EAST OF A NAIL AND SHINER IN A HEDGE POST, 37 FT (11.3 M) SOUTH OF A
 HE1224'FIELD ENTRANCE ON THE WEST SIDE OF ROUTE -D-, 59.2 FT (18.0 M)
 HE1224'NORTHWEST OF A NAIL AND SHINER IN A POWER POLE AND 5.4 FT (1.6 M) WEST
 HE1224'OF A CARSONITE SIGN POST IN THE EAST RIGHT-OF-WAY FENCE.
 HE1224'STATION AND ZIMUTH MARK TO REACH
 HE1224'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI ROUTES -96- AND
 HE1224'-D- NORTHEAST OF ORONOGO GO SOUTH ON ROUTE -D- ONE MILE TO CROSSROAD
 HE1224'INTERSECTION WITH IVY ROAD AND THE STATION AS DESCRIBED.
 HE1224'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON MISSOURI ROUTE
 HE1224'-D- 0.46 MILES TO A FIELD ENTRANCE ON THE RIGHT AND THE MARK ON THE
 HE1224'RIGHT.
 HE1224'SPECIAL INFORMATION
 HE1224'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1225 ***********************************************************************
 HE1225  DESIGNATION -  JS 016
 HE1225  PID         -  HE1225
 HE1225  STATE/COUNTY-  MO/JASPER
 HE1225  USGS QUAD   -  WEBB CITY (1975)
 HE1225
 HE1225                         *CURRENT SURVEY CONTROL
 HE1225  ___________________________________________________________________
 HE1225* NAD 83(1997)-  37 09 07.91708(N)    094 25 26.93568(W)     ADJUSTED  
 HE1225* NAVD 88     -       309.3    (meters)    1015.     (feet)  VERTCON   
 HE1225  ___________________________________________________________________
 HE1225  X           -    -392,641.334 (meters)                     COMP
 HE1225  Y           -  -5,074,866.106 (meters)                     COMP
 HE1225  Z           -   3,831,038.104 (meters)                     COMP
 HE1225  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 HE1225  ELLIP HEIGHT-         279.45  (meters)          (02/17/00) GPS OBS
 HE1225  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HE1225
 HE1225  HORZ ORDER  -  FIRST
 HE1225  ELLP ORDER  -  FOURTH    CLASS I
 HE1225
 HE1225.The horizontal coordinates were established by GPS observations
 HE1225.and adjusted by the National Geodetic Survey in February 2000..
 HE1225
 HE1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1225
 HE1225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1225
 HE1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1225
 HE1225.The ellipsoidal height was determined by GPS observations
 HE1225.and is referenced to NAD 83.
 HE1225
 HE1225.The geoid height was determined by GEOID03.
 HE1225
 HE1225;                    North         East     Units Scale Factor Converg.
 HE1225;SPC MO W     -   109,362.065   856,737.765   MT  0.99994174   +0 02 44.9
 HE1225;UTM  15      - 4,112,705.867   373,534.295   MT  0.99979702   -0 51 36.7
 HE1225
 HE1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1225!SPC MO W     -   0.99995615  x   0.99994174  =   0.99989789
 HE1225!UTM  15      -   0.99995615  x   0.99979702  =   0.99975318
 HE1225
 HE1225                          SUPERSEDED SURVEY CONTROL
 HE1225
 HE1225  NAD 83(1997)-  37 09 07.91709(N)    094 25 26.93567(W) AD(       ) 1
 HE1225  NAD 83(1997)-  37 09 07.92418(N)    094 25 26.93820(W) AD(       ) 1
 HE1225  NAD 83(1986)-  37 09 07.93162(N)    094 25 26.93299(W) AD(       ) 1
 HE1225  NGVD 29 (07/13/92)  309.2    (m)         1014.     (f) GPS OBS        
 HE1225
 HE1225.Superseded values are not recommended for survey control.
 HE1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1225.See file dsdata.txt to determine how the superseded data were derived.
 HE1225
 HE1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7353412706(NAD 83)
 HE1225_MARKER: DD = SURVEY DISK
 HE1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1225_SP_SET: CONCRETE POST
 HE1225_STAMPING: JS-016 1991
 HE1225_MARK LOGO: MOGS  
 HE1225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1225+STABILITY: SURFACE MOTION
 HE1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1225+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HE1225
 HE1225  HISTORY     - Date     Condition        Report By
 HE1225  HISTORY     - 1991     MONUMENTED       MOGS
 HE1225
 HE1225                          STATION DESCRIPTION
 HE1225
 HE1225'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1225'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1225'THE STATION IS A D.N.R. ALUMINUM G.R.S. DISK SET IN A DRILL HOLE IN
 HE1225'THE TOP OF A 10 FOOT HIGH ROCK CUT IN THE EAST RIGHT-OF-WAY OF U.S.
 HE1225'HIGHWAY -71- APPROXIMATELY ONE HALF MILE EAST OF CARTERVILLE IN THE
 HE1225'NORTHEAST QUARTER OF SECTION 16, T28N, R32W. THE STATION IS 56.2 FT
 HE1225'(17.1 M) SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF -71-,
 HE1225'11.8 FT (3.6 M) SOUTHEAST OF THE EDGE OF THE ROCK CUT, AND 53.1 FT
 HE1225'(16.2 M) NORTHWEST OF THE END OF A CONCRETE SLAB ENTRANCE TO THE
 HE1225'FAITH AND NEW HOPE CHURCH, 42.7 FT (13.0 M) NORTHWEST OF THE CENTER
 HE1225'LINE OF SERVICE ROAD, AND 10 FT (3.0 M) NORTHWEST OF A CARSONITE SIGN
 HE1225'POST.
 HE1225'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN A DRILL HOLE
 HE1225'IN THE TOP OF A 10 FOOT HIGH ROCK CUT LOCATED BETWEEN THE WEST
 HE1225'SERVICE ROAD AND THE SOUTHBOUND EXIT RAMP OF U.S. HIGHWAY -71- AT THE
 HE1225'EAST EDGE OF CARTERVILLE.  THE MARK IS 54.5 FT (16.6 M) SOUTHEAST OF
 HE1225'THE CENTER LINE OF THE SERVICE ROAD, 136.8 FT (41.7 M) NORTHWEST OF
 HE1225'THE CENTER LINE OF THE EXIT RAMP, 7 FT (2.1 M) SOUTHWEST OF THE
 HE1225'NORTHEAST EDGE OF THE ROCK CUT, AND 15 FT (4.6 M) SOUTHEAST OF THE
 HE1225'NORTHWEST EDGE OF THE ROCK CUT.
 HE1225'STATION AND ZIMUTH MARK TO REACH
 HE1225'TO REACH THE STATION FROM THE OVERPASS OF MISSOURI ROUTE -HH- AND U.S.
 HE1225'HIGHWAY -71- AT THE EAST EDGE OF CARTERVILLE GO SOUTHEAST 0.09 MILES
 HE1225'ON ROUTE -HH- TO THE SERVICE ROAD ON THE LEFT  TURN LEFT ON THE
 HE1225'SERVICE ROAD AND GO NORTHEAST 0.48 MILES TO THE ENTRANCE TO THE FAITH
 HE1225'AND NEW HOPE CHURCH ON THE RIGHT AND THE STATION ON THE LEFT
 HE1225'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE -HH- AND
 HE1225'-71- OVERPASS AND GO NORTHWEST ON -HH- TO THE WEST SERVICE ROAD.
 HE1225'TURN RIGHT AND GO NORTHEAST 0.15 MILES TO THE END OF A 10 FOOT HIGH
 HE1225'ROCK CUT ON THE RIGHT AND THE MARK ON TOP OF THE ROCK CUT.
 HE1225'SPECIAL INFORMATION
 HE1225'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1226 ***********************************************************************
 HE1226  DESIGNATION -  JS 017
 HE1226  PID         -  HE1226
 HE1226  STATE/COUNTY-  MO/JASPER
 HE1226  USGS QUAD   -  CARL JUNCTION (1978)
 HE1226
 HE1226                         *CURRENT SURVEY CONTROL
 HE1226  ___________________________________________________________________
 HE1226* NAD 83(1997)-  37 08 35.94027(N)    094 32 08.47474(W)     ADJUSTED  
 HE1226* NAVD 88     -       292.3    (meters)     959.     (feet)  VERTCON   
 HE1226  ___________________________________________________________________
 HE1226  X           -    -402,565.918 (meters)                     COMP
 HE1226  Y           -  -5,074,672.122 (meters)                     COMP
 HE1226  Z           -   3,830,242.103 (meters)                     COMP
 HE1226  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 HE1226  ELLIP HEIGHT-         262.52  (meters)          (02/17/00) GPS OBS
 HE1226  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HE1226
 HE1226  HORZ ORDER  -  FIRST
 HE1226  ELLP ORDER  -  FOURTH    CLASS I
 HE1226
 HE1226.The horizontal coordinates were established by GPS observations
 HE1226.and adjusted by the National Geodetic Survey in February 2000..
 HE1226
 HE1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1226
 HE1226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1226
 HE1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1226
 HE1226.The ellipsoidal height was determined by GPS observations
 HE1226.and is referenced to NAD 83.
 HE1226
 HE1226.The geoid height was determined by GEOID03.
 HE1226
 HE1226;                    North         East     Units Scale Factor Converg.
 HE1226;SPC MO W     -   108,374.248   846,829.561   MT  0.99994130   -0 01 17.6
 HE1226;SPC KS S     -   460,388.481   752,109.932   MT  1.00002654   +2 26 10.3
 HE1226;UTM  15      - 4,111,874.938   363,612.985   MT  0.99982915   -0 55 38.7
 HE1226
 HE1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1226!SPC MO W     -   0.99995880  x   0.99994130  =   0.99990011
 HE1226!SPC KS S     -   0.99995880  x   1.00002654  =   0.99998534
 HE1226!UTM  15      -   0.99995880  x   0.99982915  =   0.99978796
 HE1226
 HE1226                          SUPERSEDED SURVEY CONTROL
 HE1226
 HE1226  NAD 83(1997)-  37 08 35.94028(N)    094 32 08.47474(W) AD(       ) 1
 HE1226  NAD 83(1997)-  37 08 35.94736(N)    094 32 08.47730(W) AD(       ) 1
 HE1226  NAD 83(1986)-  37 08 35.95433(N)    094 32 08.47202(W) AD(       ) 1
 HE1226  NGVD 29 (07/13/92)  292.2    (m)          959.     (f) GPS OBS        
 HE1226
 HE1226.Superseded values are not recommended for survey control.
 HE1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1226.See file dsdata.txt to determine how the superseded data were derived.
 HE1226
 HE1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6361311875(NAD 83)
 HE1226_MARKER: DD = SURVEY DISK
 HE1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1226_SP_SET: CONCRETE POST
 HE1226_STAMPING: JS-017 1991
 HE1226_MARK LOGO: MOGS  
 HE1226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1226+STABILITY: SURFACE MOTION
 HE1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1226+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 HE1226
 HE1226  HISTORY     - Date     Condition        Report By
 HE1226  HISTORY     - 1991     MONUMENTED       MOGS
 HE1226  HISTORY     - 20041224 GOOD             USPSQD
 HE1226  HISTORY     - 20060731 GOOD             USPSQD
 HE1226
 HE1226                          STATION DESCRIPTION
 HE1226
 HE1226'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1226'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1226'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1226'IN CONCRETE AND ARE LOCATED IN THE SOUTH RIGHT-OF-WAY OF FIR ROAD IN
 HE1226'THE NORTHEAST QUARTER OF SECTION 12, T28N, R33W APPROXIMATELY TWO
 HE1226'MILES WEST OF THE JOPLIN MUNICIPAL AIRPORT. THE STATION IS 30.4 FT
 HE1226'(9.3 M) SOUTH OF THE CENTER LINE OF FIR ROAD, 427 FT (130.1 M) EAST
 HE1226'OF THE CENTER LINE OF BRIARBROOK DRIVE NORTH, 64.7 FT (19.7 M)
 HE1226'SOUTHEAST OF A NAIL AND SHINER IN A POWER POLE, 90.2 FT (27.5 M)
 HE1226'SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE, 6.9 FT (2.1 M)
 HE1226'NORTHWEST OF A STEEL FENCE POST, 7.8 FT (2.4 M) NORTHEAST OF A STEEL
 HE1226'FENCE POST, 37.8 FT (11.5 M) EAST OF A FENCE SOUTH, AND 1.5 FT
 HE1226'(0.5 M) NORTH OF A CARSONITE SIGN POST.
 HE1226'THE AZIMUTH MARK IS LOCATED ABOUT ONE QUARTER MILE EAST OF THE
 HE1226'STATION, 26 FT (7.9 M) NORTH OF THE CENTER LINE OF FIR ROAD AND 22 FT
 HE1226'(6.7 M) EAST OF THE CENTER LINE OF HICKORY PLACE.    THE MARK IS 50.4
 HE1226'FT (15.4 M) SOUTHEAST OF A WILLIAMS PIPELINE WARNING SIGN, 14.2 FT
 HE1226'(4.3 M) SOUTHWEST OF ANOTHER PIPELINE WARNING SIGN, 47.4 FT (14.4 M)
 HE1226'EAST OF A NAIL AND SHINER IN A POWER POLE, 1.9 FT (0.6 M) NORTHWEST OF
 HE1226'A STREET SIGN POST AND 1.5 FT (0.5 M) NORTHEAST OF A CARSONITE SIGN
 HE1226'POST.
 HE1226'STATION AND ZIMUTH MARK TO REACH
 HE1226'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI ROUTES -171-
 HE1226'AND -43- WEST OF THE JOPLIN MUNICIPAL AIRPORT, GO WEST ON ROUTE -171-
 HE1226'0.5 MILES TO FIR ROAD ON THE LEFT  TURN ONTO FIR ROAD AND GO WEST 0.9
 HE1226'MILES TO THE STATION ON THE LEFT
 HE1226'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN EAST ON FIR ROAD
 HE1226'0.24 MILES TO HICKORY PLACE AND THE MARK ON THE LEFT AS DESCRIBED.
 HE1226'SPECIAL INFORMATION
 HE1226'DATE OF REPORT 08-06-1991
 HE1226
 HE1226                          STATION RECOVERY (2004)
 HE1226
 HE1226'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 HE1226'RECOVERED IN GOOD CONDITION.
 HE1226
 HE1226                          STATION RECOVERY (2006)
 HE1226
 HE1226'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 HE1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1227 ***********************************************************************
 HE1227  DESIGNATION -  JS 018
 HE1227  PID         -  HE1227
 HE1227  STATE/COUNTY-  MO/JASPER
 HE1227  USGS QUAD   -  CARL JUNCTION (1978)
 HE1227
 HE1227                         *CURRENT SURVEY CONTROL
 HE1227  ___________________________________________________________________
 HE1227* NAD 83(1997)-  37 10 25.05946(N)    094 34 42.11705(W)     ADJUSTED  
 HE1227* NAVD 88     -       275.4    (meters)     904.     (feet)  VERTCON   
 HE1227  ___________________________________________________________________
 HE1227  X           -    -406,182.544 (meters)                     COMP
 HE1227  Y           -  -5,072,331.860 (meters)                     COMP
 HE1227  Z           -   3,832,912.872 (meters)                     COMP
 HE1227  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 HE1227  ELLIP HEIGHT-         245.51  (meters)          (02/17/00) GPS OBS
 HE1227  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HE1227
 HE1227  HORZ ORDER  -  FIRST
 HE1227  ELLP ORDER  -  FOURTH    CLASS I
 HE1227
 HE1227.The horizontal coordinates were established by GPS observations
 HE1227.and adjusted by the National Geodetic Survey in February 2000..
 HE1227
 HE1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1227
 HE1227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1227
 HE1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1227
 HE1227.The ellipsoidal height was determined by GPS observations
 HE1227.and is referenced to NAD 83.
 HE1227
 HE1227.The geoid height was determined by GEOID03.
 HE1227
 HE1227;                    North         East     Units Scale Factor Converg.
 HE1227;SPC MO W     -   111,740.250   843,040.826   MT  0.99994177   -0 02 50.5
 HE1227;SPC KS S     -   463,589.194   748,180.032   MT  1.00001959   +2 24 35.8
 HE1227;UTM  15      - 4,115,300.076   359,878.354   MT  0.99984187   -0 57 13.9
 HE1227
 HE1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1227!SPC MO W     -   0.99996147  x   0.99994177  =   0.99990325
 HE1227!SPC KS S     -   0.99996147  x   1.00001959  =   0.99998106
 HE1227!UTM  15      -   0.99996147  x   0.99984187  =   0.99980335
 HE1227
 HE1227                          SUPERSEDED SURVEY CONTROL
 HE1227
 HE1227  NAD 83(1997)-  37 10 25.05946(N)    094 34 42.11704(W) AD(       ) 1
 HE1227  NAD 83(1997)-  37 10 25.06655(N)    094 34 42.11961(W) AD(       ) 1
 HE1227  NAD 83(1986)-  37 10 25.07332(N)    094 34 42.11456(W) AD(       ) 1
 HE1227  NGVD 29 (07/13/92)  275.3    (m)          903.     (f) GPS OBS        
 HE1227
 HE1227.Superseded values are not recommended for survey control.
 HE1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1227.See file dsdata.txt to determine how the superseded data were derived.
 HE1227
 HE1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5987815300(NAD 83)
 HE1227_MARKER: DD = SURVEY DISK
 HE1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1227_SP_SET: CONCRETE POST
 HE1227_STAMPING: JS-018 1991
 HE1227_MARK LOGO: MOGS  
 HE1227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1227+STABILITY: SURFACE MOTION
 HE1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1227+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HE1227
 HE1227  HISTORY     - Date     Condition        Report By
 HE1227  HISTORY     - 1991     MONUMENTED       MOGS
 HE1227
 HE1227                          STATION DESCRIPTION
 HE1227
 HE1227'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1227'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1227'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1227'IN CONCRETE AND IS LOCATED AT THE WEST EDGE OF CARL JUNCTION IN A
 HE1227'GRASS STRIP BETWEEN A RAILROAD TRACK AND WELL STREET IN THE NORTHWEST
 HE1227'QUARTER OF SECTION 7, T28N, R33W.  THE STATION IS 38.2 FT (11.6 M)
 HE1227'SOUTHEAST OF THE SOUTH RAIL, 27.5 FT (8.4 M) NORTHWEST OF THE CENTER
 HE1227'LINE OF WELL STREET, 115 FT (35.1 M) WEST OF A RAILROAD TIE CORNER
 HE1227'FENCE POST, AND 1.6 FT (0.5 M) SOUTHEAST OF A CARSONITE SIGN POST.
 HE1227'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1227'IS LOCATED ABOUT 0.4 MILES EAST OF THE STATION ON THE NORTH SIDE OF
 HE1227'WELL STREET AT THE ENTRANCE TO THE CARL JUNCTION JUNIOR HIGH SCHOOL.
 HE1227'THE MARK IS 15.5 FT (4.7 M) NORTH OF THE STREET CENTER LINE, 37.3 FT
 HE1227'(11.4 M) NORTHWEST OF A NAIL AND SHINER IN A POWER POLE, 19 FT
 HE1227'(5.8 M) EAST OF THE CENTER OF THE ENTRANCE TO THE SCHOOL, 51.3 FT
 HE1227'(15.6 M) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 3.9 FT (1.2 M)
 HE1227'SOUTHWEST OF THE EAST END OF A 16 INCH CORRUGATED METAL PIPE, AND 1.8
 HE1227'FT (0.5 M) NORTHEAST OF A CARSONITE SIGN POST.
 HE1227'STATION AND AZIMUTH MARK TO REACH
 HE1227'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI ROUTES -Z- AND
 HE1227'-JJ- WEST OF CARL JUNCTION, GO SOUTH ON -JJ- 0.55 MILES TO THE
 HE1227'RAILROAD TRACK AND WELL STREET ON THE LEFT  TURN LEFT ONTO WELL
 HE1227'STREET AND GO EAST APPROXIMATELY 0.08 MILES TO THE STATION ON THE
 HE1227'LEFT
 HE1227'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON WELL
 HE1227'STREET 0.4 MILES TO THE JUNIOR HIGH SCHOOL AND THE MARK ON THE LEFT
 HE1227'AS DESCRIBED.
 HE1227'SPECIAL INFORMATION
 HE1227'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1228 ***********************************************************************
 HE1228  DESIGNATION -  JS 019
 HE1228  PID         -  HE1228
 HE1228  STATE/COUNTY-  MO/JASPER
 HE1228  USGS QUAD   -  CARL JUNCTION (1978)
 HE1228
 HE1228                         *CURRENT SURVEY CONTROL
 HE1228  ___________________________________________________________________
 HE1228* NAD 83(1997)-  37 10 17.20141(N)    094 32 23.56821(W)     ADJUSTED  
 HE1228* NAVD 88     -       265.6    (meters)     871.     (feet)  VERTCON   
 HE1228  ___________________________________________________________________
 HE1228  X           -    -402,786.318 (meters)                     COMP
 HE1228  Y           -  -5,072,741.706 (meters)                     COMP
 HE1228  Z           -   3,832,713.934 (meters)                     COMP
 HE1228  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 HE1228  ELLIP HEIGHT-         235.74  (meters)          (02/17/00) GPS OBS
 HE1228  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HE1228
 HE1228  HORZ ORDER  -  FIRST
 HE1228  ELLP ORDER  -  FOURTH    CLASS I
 HE1228
 HE1228.The horizontal coordinates were established by GPS observations
 HE1228.and adjusted by the National Geodetic Survey in February 2000..
 HE1228
 HE1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1228
 HE1228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1228
 HE1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1228
 HE1228.The ellipsoidal height was determined by GPS observations
 HE1228.and is referenced to NAD 83.
 HE1228
 HE1228.The geoid height was determined by GEOID03.
 HE1228
 HE1228;                    North         East     Units Scale Factor Converg.
 HE1228;SPC MO W     -   111,495.885   846,458.403   MT  0.99994133   -0 01 26.7
 HE1228;SPC KS S     -   463,491.586   751,605.212   MT  1.00002008   +2 26 01.0
 HE1228;UTM  15      - 4,115,001.706   363,291.278   MT  0.99983023   -0 55 50.0
 HE1228
 HE1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1228!SPC MO W     -   0.99996301  x   0.99994133  =   0.99990434
 HE1228!SPC KS S     -   0.99996301  x   1.00002008  =   0.99998309
 HE1228!UTM  15      -   0.99996301  x   0.99983023  =   0.99979324
 HE1228
 HE1228                          SUPERSEDED SURVEY CONTROL
 HE1228
 HE1228  NAD 83(1997)-  37 10 17.20141(N)    094 32 23.56821(W) AD(       ) 1
 HE1228  NAD 83(1997)-  37 10 17.20850(N)    094 32 23.57077(W) AD(       ) 1
 HE1228  NAD 83(1986)-  37 10 17.21533(N)    094 32 23.56567(W) AD(       ) 1
 HE1228  NGVD 29 (07/13/92)  265.5    (m)          871.     (f) GPS OBS        
 HE1228
 HE1228.Superseded values are not recommended for survey control.
 HE1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1228.See file dsdata.txt to determine how the superseded data were derived.
 HE1228
 HE1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6329115002(NAD 83)
 HE1228_MARKER: DD = SURVEY DISK
 HE1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1228_SP_SET: CONCRETE POST
 HE1228_STAMPING: JS-019 1991
 HE1228_MARK LOGO: MOGS  
 HE1228_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1228+STABILITY: SURFACE MOTION
 HE1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1228+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HE1228
 HE1228  HISTORY     - Date     Condition        Report By
 HE1228  HISTORY     - 1991     MONUMENTED       MOGS
 HE1228
 HE1228                          STATION DESCRIPTION
 HE1228
 HE1228'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1228'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1228'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1228'IN CONCRETE AND ARE LOCATED IN THE WEST RIGHT-OF-WAY OF MISSOURI
 HE1228'ROUTE -171- EAST OF CARL JUNCTION IN THE NORTHWEST QUARTER OF SECTION
 HE1228'9, T28N, R33W.  THE STATION IS 43.7 FT (13.3 M) SOUTHWEST OF THE
 HE1228'HIGHWAY CENTER LINE, 65.0 FT (19.8 M) SOUTHEAST OF A GRAVEL SERVICE
 HE1228'ROAD ENTRANCE, 27 FT (8.2 M) NORTHEAST OF THE CENTER LINE OF THE
 HE1228'GRAVEL ROAD, AND 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE SIGN POST.
 HE1228'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1228'IS LOCATED 0.4 MILES SOUTHEAST OF THE STATION AT THE BRIDGE OVER
 HE1228'CENTER CREEK.  THE MARK IS 23.5 FT (7.2 M) SOUTHWEST OF THE HIGHWAY
 HE1228'CENTER LINE, 9.9 FT (3.0 M) SOUTHWEST OF THE GUARDRAIL, 36.0 FT
 HE1228'(11.0 M) NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BRIDGE
 HE1228'RAIL, 13.8 FT (4.2 M) NORTH OF A STEEL POST WITH A DRAIN SIGN, 91.0
 HE1228'FT (27.7 M) SOUTHEAST OF THE END OF THE STEEL GUARDRAIL, AND 1.9 FT
 HE1228'(0.6 M) SOUTHEAST OF A CARSONITE SIGN POST.
 HE1228'STATION AND ZIMUTH MARK TO REACH
 HE1228'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI HIGHWAYS -171-
 HE1228'AND -Z- AT THE EAST EDGE OF CARL JUNCTION, GO SOUTHEAST ON ROUTE
 HE1228'-171- FOR 0.28 MILES TO A GRAVEL SIDE ROAD ON THE RIGHT AND THE
 HE1228'STATION AS DESCRIBED.
 HE1228'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHEAST ON ROUTE
 HE1228'-171- FOR 0.39 MILES TO THE BRIDGE ACROSS CENTER CREEK AND THE MARK
 HE1228'AS DESCRIBED.
 HE1228'SPECIAL INFORMATION
 HE1228'DATE OF REPORT 08-06-1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1229 ***********************************************************************
 HE1229  DESIGNATION -  JS 020
 HE1229  PID         -  HE1229
 HE1229  STATE/COUNTY-  MO/JASPER
 HE1229  USGS QUAD   -  CARL JUNCTION (1978)
 HE1229
 HE1229                         *CURRENT SURVEY CONTROL
 HE1229  ___________________________________________________________________
 HE1229* NAD 83(1997)-  37 10 45.92321(N)    094 30 31.91057(W)     ADJUSTED  
 HE1229* NAVD 88     -       283.8    (meters)     931.     (feet)  VERTCON   
 HE1229  ___________________________________________________________________
 HE1229  X           -    -399,999.298 (meters)                     COMP
 HE1229  Y           -  -5,072,440.016 (meters)                     COMP
 HE1229  Z           -   3,833,430.429 (meters)                     COMP
 HE1229  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 HE1229  ELLIP HEIGHT-         253.88  (meters)          (02/17/00) GPS OBS
 HE1229  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HE1229
 HE1229  HORZ ORDER  -  FIRST
 HE1229  ELLP ORDER  -  FOURTH    CLASS I
 HE1229
 HE1229.The horizontal coordinates were established by GPS observations
 HE1229.and adjusted by the National Geodetic Survey in February 2000..
 HE1229
 HE1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1229
 HE1229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1229
 HE1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1229
 HE1229.The ellipsoidal height was determined by GPS observations
 HE1229.and is referenced to NAD 83.
 HE1229
 HE1229.The geoid height was determined by GEOID03.
 HE1229
 HE1229;                    North         East     Units Scale Factor Converg.
 HE1229;SPC MO W     -   112,380.562   849,212.900   MT  0.99994118   -0 00 19.3
 HE1229;UTM  15      - 4,115,842.595   366,059.106   MT  0.99982100   -0 54 43.1
 HE1229
 HE1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1229!SPC MO W     -   0.99996016  x   0.99994118  =   0.99990134
 HE1229!UTM  15      -   0.99996016  x   0.99982100  =   0.99978117
 HE1229
 HE1229                          SUPERSEDED SURVEY CONTROL
 HE1229
 HE1229  NAD 83(1997)-  37 10 45.92322(N)    094 30 31.91057(W) AD(       ) 1
 HE1229  NAD 83(1997)-  37 10 45.93030(N)    094 30 31.91313(W) AD(       ) 1
 HE1229  NAD 83(1986)-  37 10 45.93737(N)    094 30 31.90794(W) AD(       ) 1
 HE1229  NGVD 29 (07/13/92)  283.7    (m)          931.     (f) GPS OBS        
 HE1229
 HE1229.Superseded values are not recommended for survey control.
 HE1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1229.See file dsdata.txt to determine how the superseded data were derived.
 HE1229
 HE1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6605915843(NAD 83)
 HE1229_MARKER: DD = SURVEY DISK
 HE1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1229_SP_SET: CONCRETE POST
 HE1229_STAMPING: JS-020 1991
 HE1229_MARK LOGO: MOGS  
 HE1229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HE1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1229+STABILITY: SURFACE MOTION
 HE1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1229+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2004
 HE1229
 HE1229  HISTORY     - Date     Condition        Report By
 HE1229  HISTORY     - 1991     MONUMENTED       MOGS
 HE1229  HISTORY     - 20041224 GOOD             USPSQD
 HE1229
 HE1229                          STATION DESCRIPTION
 HE1229
 HE1229'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991
 HE1229'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1229'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET
 HE1229'IN CONCRETE AND ARE LOCATED IN THE EAST RIGHT-OF-WAY OF MISSOURI
 HE1229'ROUTE -43- IN THE NORTHWEST QUARTER OF SECTION 2, T28N, R33W.  THE
 HE1229'STATION IS 71.8 FT (21.9 M) EAST OF THE HIGHWAY CENTER LINE, 6.8 FT
 HE1229'(2.1 M) SOUTHWEST OF A STEEL FENCE POST, 4.3 FT (1.3 M) WEST OF A
 HE1229'CARSONITE SIGN POST, 8.0 FT (2.4 M) NORTHWEST OF A STEEL FENCE POST,
 HE1229'84.5 FT (25.8 M) NORTH-NORTHWEST OF A NAIL AND SHINER IN A POWER
 HE1229'POLE, 100 FT (30.5 M) NORTH OF A FIELD ENTRANCE, AND 76.8 FT
 HE1229'(23.4 M) NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT.
 HE1229'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND
 HE1229'IS LOCATED ONE HALF MILE SOUTH OF THE STATION IN THE WEST
 HE1229'RIGHT-OF-WAY OF HIGHWAY -43-.  THE MARK IS 12.4 FT (3.8 M) SOUTH OF A
 HE1229'STEEL RIGHT-OF-WAY POST, 12.3 FT (3.7 M) SOUTHEAST OF A NAIL AND
 HE1229'SHINER IN A FENCE POST, 4.1 FT (1.2 M) EAST OF A CARSONITE SIGN POST
 HE1229'AND 87.5 FT (26.7 M) NORTHEAST OF A NAIL AND SHINER IN A CORNER FENCE
 HE1229'POST.
 HE1229'STATION AND ZIMUTH MARK TO REACH
 HE1229'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI ROUTES 43 AND
 HE1229'96 ABOUT 3 MILES NORTHEAST OF CARL JUNCTION, GO SOUTH ON ROUTE 43 FOR
 HE1229'1.44 MILES TO THE STATION ON THE LEFT
 HE1229'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON ROUTE 43
 HE1229'FOR ONE HALF MILE TO THE CENTER CREEK PUBLIC ACCESS AND THE MARK AS
 HE1229'DESCRIBED.
 HE1229'SPECIAL INFORMATION
 HE1229'DATE OF REPORT 08-06-1991
 HE1229
 HE1229                          STATION RECOVERY (2004)
 HE1229
 HE1229'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 HE1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1000 ***********************************************************************
 HC1000  DESIGNATION -  JULIAN
 HC1000  PID         -  HC1000
 HC1000  STATE/COUNTY-  MO/WAYNE
 HC1000  USGS QUAD   -  PATTERSON (1985)
 HC1000
 HC1000                         *CURRENT SURVEY CONTROL
 HC1000  ___________________________________________________________________
 HC1000* NAD 83(1997)-  37 07 43.34132(N)    090 36 01.94808(W)     ADJUSTED  
 HC1000* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 HC1000  ___________________________________________________________________
 HC1000  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 HC1000  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HC1000
 HC1000  HORZ ORDER  -  SECOND
 HC1000
 HC1000.The horizontal coordinates were established by classical geodetic methods
 HC1000.and adjusted by the National Geodetic Survey in February 2000..
 HC1000
 HC1000.The orthometric height was scaled from a topographic map.
 HC1000
 HC1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1000
 HC1000.The geoid height was determined by GEOID03.
 HC1000
 HC1000;                    North         East     Units Scale Factor Converg.
 HC1000;SPC MO E     -   143,739.997   241,066.367   MT  0.99993432   -0 03 38.5
 HC1000;UTM  15      - 4,111,845.227   713,151.091   MT  1.00015971   +1 26 56.0
 HC1000
 HC1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1000!SPC MO E     -   0.99996352  x   0.99993432  =   0.99989784
 HC1000!UTM  15      -   0.99996352  x   1.00015971  =   1.00012322
 HC1000
 HC1000|---------------------------------------------------------------------|
 HC1000| PID    Reference Object                     Distance      Geod. Az  |
 HC1000|                                                           dddmmss.s |
 HC1000| HC0998 JULIAN LOOKOUT TOWER                 14.050 METERS 06733     |
 HC1000| CI3978 JULIAN RM 3                                        1760742.7 |
 HC1000| CI3976 JULIAN RM 1                          28.720 METERS 18416     |
 HC1000| CI3977 JULIAN RM 2                          32.967 METERS 27612     |
 HC1000| HC1003 FINLEY                              APPROX.14.7 KM 3075619.9 |
 HC1000|---------------------------------------------------------------------|
 HC1000
 HC1000                          SUPERSEDED SURVEY CONTROL
 HC1000
 HC1000  NAD 83(1997)-  37 07 43.35089(N)    090 36 01.94810(W) AD(       ) 2
 HC1000  NAD 83(1986)-  37 07 43.35287(N)    090 36 01.94742(W) AD(       ) 2
 HC1000  NAD 27      -  37 07 43.16790(N)    090 36 01.52300(W) AD(       ) 2
 HC1000
 HC1000.Superseded values are not recommended for survey control.
 HC1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1000.See file dsdata.txt to determine how the superseded data were derived.
 HC1000
 HC1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1315111845(NAD 83)
 HC1000_MARKER: DS = TRIANGULATION STATION DISK
 HC1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1000_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC1000+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2005
 HC1000
 HC1000  HISTORY     - Date     Condition        Report By
 HC1000  HISTORY     - 1963     MONUMENTED       CGS
 HC1000  HISTORY     - 20050316 GOOD             USACE
 HC1000
 HC1000                          STATION DESCRIPTION
 HC1000
 HC1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC1000'ABOUT 8 MILES WEST OF GREENVILLE, 5-1/2 MILES EAST-SOUTHEAST
 HC1000'OF PIEDMONT, IN THE CENTER OF SEC. 3, T-28-N, R-4-E, AND ON THE
 HC1000'PROPERTY OF THE U.S. FOREST SERVICE.  IT IS 32 FEET SOUTHWEST OF
 HC1000'THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 27 FEET SOUTH OF A 15
 HC1000'INCH PINE TREE, 27 FEET NORTHEAST OF THE CENTERLINE OF A GRADED
 HC1000'ROAD AND 15 FEET NORTHEAST OF AN 8 INCH PINE TREE.  THE MONUMENT
 HC1000'IS FLUSH AND THE DISK IS STAMPED JULIAN 1962.
 HC1000'
 HC1000'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND
 HC1000'COUNTY ROAD B (FIR STREET) IN PIEDMONT, GO EASTERLY ON ROAD B
 HC1000'FOR 1.3 MILES TO A SIDE ROAD LEFT.  CONTINUE EASTERLY ON THE
 HC1000'GRAVELED ROAD FOR 3.4 MILES TO A SIDE ROAD RIGHT AND A SIGN ON
 HC1000'THE RIGHT JULIAN TOWER 2.  TURN RIGHT AND GO SOUTHERLY ON THE
 HC1000'GRADED ROAD FOR 2.05 MILES TO THE JULIAN LOOKOUT TOWER ON THE
 HC1000'LEFT AND THE STATION ON THE LEFT.
 HC1000'
 HC1000'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON THE
 HC1000'GRADED ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 HC1000'
 HC1000'REFERENCE MARK 1 IS 23 FEET WEST OF THE CENTERLINE OF THE ROAD,
 HC1000'17 FEET NORTHEAST OF A 15 INCH PINE TREE AND 2 FEET WEST OF A
 HC1000'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 HC1000'STAMPED JULIAN NO 1 1962.
 HC1000'
 HC1000'REFERENCE MARK 2 IS 23 FEET SOUTHEAST OF AN 8 INCH PINE TREE, 22
 HC1000'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 11 FEET NORTH
 HC1000'OF A 20 INCH PINE TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 HC1000'DISK IS STAMPED JULIAN NO 2 1962.
 HC1000'
 HC1000'REFERENCE MARK 3 IS 21 FEET EAST OF THE CENTERLINE OF THE ROAD,
 HC1000'17 FEET SOUTHWEST OF A 12 INCH PINE TREE AND 1 FOOT NORTH OF A
 HC1000'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HC1000'STAMPED JULIAN NO 3 1962.
 HC1000'
 HC1000'NOTE- THIS STATION WAS BUILT IN 1962 BUT NOT OCCUPIED UNTIL 1963.
 HC1000'
 HC1000'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC1000
 HC1000                          STATION RECOVERY (2005)
 HC1000
 HC1000'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB)
 HC1000'LOOKOUT TOWER NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0998 ***********************************************************************
 HC0998  DESIGNATION -  JULIAN LOOKOUT TOWER
 HC0998  PID         -  HC0998
 HC0998  STATE/COUNTY-  MO/WAYNE
 HC0998  USGS QUAD   -  PATTERSON (1985)
 HC0998
 HC0998                         *CURRENT SURVEY CONTROL
 HC0998  ___________________________________________________________________
 HC0998* NAD 83(1997)-  37 07 43.51532(N)    090 36 01.42199(W)     ADJUSTED  
 HC0998* NAVD 88     -                                                        
 HC0998  ___________________________________________________________________
 HC0998  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 HC0998  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HC0998
 HC0998  HORZ ORDER  -  THIRD
 HC0998
 HC0998.The horizontal coordinates were established by classical geodetic methods
 HC0998.and adjusted by the National Geodetic Survey in February 2000..
 HC0998
 HC0998
 HC0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0998
 HC0998.The geoid height was determined by GEOID03.
 HC0998
 HC0998;                    North         East     Units Scale Factor Converg.
 HC0998;SPC MO E     -   143,745.347   241,079.357   MT  0.99993431   -0 03 38.2
 HC0998;UTM  15      - 4,111,850.919   713,163.939   MT  1.00015978   +1 26 56.3
 HC0998
 HC0998                          SUPERSEDED SURVEY CONTROL
 HC0998
 HC0998  NAD 83(1997)-  37 07 43.52489(N)    090 36 01.42201(W) AD(       ) 4
 HC0998  NAD 83(1986)-  37 07 43.52687(N)    090 36 01.42133(W) AD(       ) 4
 HC0998  NAD 27      -  37 07 43.34200(N)    090 36 00.99700(W) AD(       ) 3
 HC0998
 HC0998.Superseded values are not recommended for survey control.
 HC0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0998.See file dsdata.txt to determine how the superseded data were derived.
 HC0998
 HC0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1316411851(NAD 83)
 HC0998_MARKER: 57 = LOOKOUT TOWER
 HC0998
 HC0998  HISTORY     - Date     Condition        Report By
 HC0998  HISTORY     - 1963     FIRST OBSERVED   CGS
 HC0998
 HC0998                          STATION DESCRIPTION
 HC0998
 HC0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0998'THE STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT IS A 4
 HC0998'LEGGED STEEL STRUCTURE WITH AN ENCLOSED OBSERVING ROOM AT THE
 HC0998'TOP.  THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 100 FEET.  THE
 HC0998'TOWER IS OWNED AND OPERATED BY THE U.S. FOREST SERVICE.
 HC0998'
 HC0998'LOCATED ABOUT 8 MILES WEST OF GREENVILLE, 5-1/2 MILES EAST
 HC0998'SOUTH-EAST OF PIEDMONT AND IN THE CENTER OF SEC. 3, T-28-N,
 HC0998'R-4-E.
 HC0998'
 HC0998'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND
 HC0998'COUNTY ROAD B (FIR STREET) IN PIEDMONT, GO EASTERLY ON ROAD B
 HC0998'FOR 4.7 MILES TO A SIDE ROAD RIGHT AND A SIGN ON THE RIGHT
 HC0998'JULIAN TOWER 2.  TURN RIGHT AND GO SOUTHERLY ON THE GRADED ROAD
 HC0998'FOR 2.05 MILES TO THE TOWER.
 HC0998'
 HC0998'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JULIAN
 HC0998'AND THE DISTANCE IS 46.1 FEET, 14.05 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0286 ***********************************************************************
 HE0286  DESIGNATION -  JUNCTION
 HE0286  PID         -  HE0286
 HE0286  STATE/COUNTY-  MO/JASPER
 HE0286  USGS QUAD   -  CARL JUNCTION (1978)
 HE0286
 HE0286                         *CURRENT SURVEY CONTROL
 HE0286  ___________________________________________________________________
 HE0286* NAD 83(1986)-  37 11 04.     (N)    094 32 53.     (W)     SCALED    
 HE0286* NAVD 88     -       274.826  (meters)     901.66   (feet)  ADJUSTED  
 HE0286  ___________________________________________________________________
 HE0286  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HE0286  DYNAMIC HT  -         274.608 (meters)     900.94  (feet)  COMP
 HE0286  MODELED GRAV-     979,828.2   (mgal)                       NAVD 88
 HE0286
 HE0286  VERT ORDER  -  SECOND    CLASS 0
 HE0286
 HE0286.The horizontal coordinates were scaled from a topographic map and have
 HE0286.an estimated accuracy of +/- 6 seconds.
 HE0286
 HE0286.The orthometric height was determined by differential leveling
 HE0286.and adjusted by the National Geodetic Survey in June 1991..
 HE0286
 HE0286.The geoid height was determined by GEOID03.
 HE0286
 HE0286.The dynamic height is computed by dividing the NAVD 88
 HE0286.geopotential number by the normal gravity value computed on the
 HE0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0286.degrees latitude (g = 980.6199 gals.).
 HE0286
 HE0286.The modeled gravity was interpolated from observed gravity values.
 HE0286
 HE0286;                    North         East    Units  Estimated Accuracy
 HE0286;SPC MO W     -   112,940.      845,730.      MT  (+/- 180 meters Scaled)
 HE0286
 HE0286                          SUPERSEDED SURVEY CONTROL
 HE0286
 HE0286  NGVD 29 (??/??/92)  274.729  (m)          901.34   (f) ADJ UNCH    2 0
 HE0286
 HE0286.Superseded values are not recommended for survey control.
 HE0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0286.See file dsdata.txt to determine how the superseded data were derived.
 HE0286
 HE0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB625164(NAD 83)
 HE0286_MARKER: B = BOLT
 HE0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0286+STABILITY: SURFACE MOTION
 HE0286
 HE0286  HISTORY     - Date     Condition        Report By
 HE0286  HISTORY     - UNK      MONUMENTED       KCSRR
 HE0286  HISTORY     - 1934     GOOD             NGS
 HE0286  HISTORY     - 1955     GOOD             NGS
 HE0286
 HE0286                          STATION DESCRIPTION
 HE0286
 HE0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0286'AT GULFTON.
 HE0286'AT GULFTON, JASPER COUNTY, ON THE KANSAS CITY SOUTHERN RAILWAY,
 HE0286'AT THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT CARL
 HE0286'JUNCTION, 50 FEET NORTH OF THE ST. L-S.F. RY TRACK, 50 FEET
 HE0286'EAST OF THE K.C.S. RY. TRACK, AND IN THE TOP OF AN 18-INCH
 HE0286'-SQUARE POST.  THE TOP OF THE WESTMOST BOLT.
 HE0286
 HE0286                          STATION RECOVERY (1955)
 HE0286
 HE0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HE0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1101 ***********************************************************************
 GE1101  DESIGNATION -  JUNCTION
 GE1101  PID         -  GE1101
 GE1101  STATE/COUNTY-  MO/CARTER
 GE1101  USGS QUAD   -  HUNTER (1968)
 GE1101
 GE1101                         *CURRENT SURVEY CONTROL
 GE1101  ___________________________________________________________________
 GE1101* NAD 83(1997)-  36 55 48.85432(N)    090 48 38.05422(W)     ADJUSTED  
 GE1101* NAVD 88     -       272.72   (+/-2cm)     894.7    (feet)  VERTCON   
 GE1101  ___________________________________________________________________
 GE1101  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GE1101  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GE1101
 GE1101  HORZ ORDER  -  SECOND
 GE1101  VERT ORDER  -  THIRD ? (See Below)
 GE1101
 GE1101.The horizontal coordinates were established by classical geodetic methods
 GE1101.and adjusted by the National Geodetic Survey in February 2000..
 GE1101
 GE1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1101.The vertical order pertains to the NGVD 29 superseded value.
 GE1101
 GE1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1101
 GE1101.The geoid height was determined by GEOID03.
 GE1101
 GE1101;                    North         East     Units Scale Factor Converg.
 GE1101;SPC MO E     -   121,756.101   222,332.162   MT  0.99994276   -0 11 11.8
 GE1101;UTM  15      - 4,089,372.600   694,997.959   MT  1.00006845   +1 18 57.3
 GE1101
 GE1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1101!SPC MO E     -   0.99996184  x   0.99994276  =   0.99990461
 GE1101!UTM  15      -   0.99996184  x   1.00006845  =   1.00003029
 GE1101
 GE1101|---------------------------------------------------------------------|
 GE1101| PID    Reference Object                     Distance      Geod. Az  |
 GE1101|                                                           dddmmss.s |
 GE1101| CI3980 JUNCTION RM 1                        33.700 METERS 11034     |
 GE1101| GE1073 HIGHWAY 60 LOOKOUT TOWER            APPROX.14.0 KM 1212942.9 |
 GE1101| CI3981 JUNCTION RM 2                        32.696 METERS 18323     |
 GE1101| CI3979 JUNCTION AZ MK                                     2082539.8 |
 GE1101| GE0787 EASTWOOD LOOKOUT TOWER              APPROX.19.5 KM 2562549.6 |
 GE1101| CI3982 JUNCTION RM 3                        15.981 METERS 29042     |
 GE1101|---------------------------------------------------------------------|
 GE1101
 GE1101                          SUPERSEDED SURVEY CONTROL
 GE1101
 GE1101  NAD 83(1997)-  36 55 48.86348(N)    090 48 38.05260(W) AD(       ) 2
 GE1101  NAD 83(1986)-  36 55 48.86462(N)    090 48 38.05282(W) AD(       ) 2
 GE1101  NAD 27      -  36 55 48.67880(N)    090 48 37.61540(W) AD(       ) 2
 GE1101  NGVD 29 (07/19/86)  272.68   (m)          894.6    (f) LEVELING    3  
 GE1101
 GE1101.Superseded values are not recommended for survey control.
 GE1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1101.See file dsdata.txt to determine how the superseded data were derived.
 GE1101
 GE1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9499889373(NAD 83)
 GE1101_MARKER: DS = TRIANGULATION STATION DISK
 GE1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1101
 GE1101  HISTORY     - Date     Condition        Report By
 GE1101  HISTORY     - 1930     MONUMENTED       CGS
 GE1101  HISTORY     - 1958     GOOD             MOHC
 GE1101  HISTORY     - 1962     GOOD             CGS
 GE1101
 GE1101                          STATION DESCRIPTION
 GE1101
 GE1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GE1101'ABOUT 22 MILES NORTHWEST OF POPLAR BLUFF, 4-1/2 MILES
 GE1101'NORTHEAST OF HUNTER, AND 0.2 MILE NORTHEAST OF Y-JUNCTION
 GE1101'OF NEWLY BUILT HIGHWAY 60 AND HIGHWAY 21.  TO REACH FROM POPLAR
 GE1101'BLUFF, GO 22 MILES NORTHWEST ON ROUTE 60 TO Y-JUNCTION OF NEWLY
 GE1101'BUILT HIGHWAY 60 AND HIGHWAY 21.  TO REACH FROM POPLAR BLUFF, GO
 GE1101'22 MILES NORTHWEST ON ROUTE 60 TO Y-JUNCTION WITH ROUTE 21,
 GE1101'THENCE 100 YARDS ACROSS RAILROAD TRACKS, BRANCH FROM
 GE1101'WILLIAMSVILLE TO HUNTER, TURN RIGHT ALONG RAILROAD
 GE1101'RIGHT-OF-WAY 150 METERS (492 FEET) TO TWO TRIANGULAR BLAZED
 GE1101'TREES ON LEFT, TURN LEFT (NORTHEAST) THROUGH PINE AND OAK
 GE1101'THICKET 45 METERS (148 FEET) TO STATION WHICH IS ON FLAT
 GE1101'TIMBERED RIDGE THREE-FOURTHS MILE NORTHEAST OF RAILROAD JUNCTION
 GE1101'SWITCH, 50 METERS (164 FEET) NORTHEAST OF THIRD TELEGRAPH
 GE1101'POLE SOUTHEAST OF MILE BOARD 220, 60 METERS (197 FEET)
 GE1101'NORTHEAST OF TRACKS, 9.1 METERS (30 FEET) NORTHEAST OF 10-INCH
 GE1101'OAK TREE, AND 8.9 METERS (29 FEET) SOUTHWEST OF 7-INCH PINE.
 GE1101'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 GE1101'CONCRETE.  REFERENCE MARKS ARE STANDARD
 GE1101'REFERENCE DISKS IN CONCRETE.  NO. 1 IS IN THICKET, 12
 GE1101'METERS (39 FEET) NORTH-NORTHEAST OF DIRT ROAD ALONG RAILROAD,
 GE1101'AND 32.67 METERS (107.2 FEET) FROM STATION S 03 DEG 23 MIN W.
 GE1101'NO. 2 IS IN THICKET, 33.70 METERS (110.6 FEET) FROM
 GE1101'STATION.
 GE1101
 GE1101                          STATION RECOVERY (1958)
 GE1101
 GE1101'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1958 (RJE)
 GE1101'LETTER OF MR. R.J. ERVIN, DIST. ENGR., MISSOURI STATE HIGHWAY
 GE1101'COMMISSION, WILLOW SPRINGS, MO., DATED JULY 8, 1958-
 GE1101'
 GE1101'REFERENCE MARK 1 WAS DESTROYED DUE TO CONSTRUCTION.  A NEW
 GE1101'REFERENCE MARK R.M. 3 WAS SET 180 DEG 00 MIN FROM R.M. 1.
 GE1101'
 GE1101'REFERENCE MARK 3 IS 52.4 FEET N FROM STATION, 6 FEET FROM
 GE1101'THE NORTHEAST CORNER AND 3 FEET FROM THE EAST WALL OF A
 GE1101'HIGHWAY DEPARTMENT CONCRETE BLOCK MAINTENANCE BUILDING.
 GE1101'
 GE1101'THE REFERENCE MARK DISK FOR R.M. 1 WAS RETURNED TO WASH.
 GE1101'OFFICE.
 GE1101
 GE1101                          STATION RECOVERY (1962)
 GE1101
 GE1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE1101'THE STATION, REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 GE1101'CONDITION.  THE REFERENCE MARKS EVIDENTELY HAD BEEN MOVED
 GE1101'SINCE THE STATION WAS ESTABLISHED AND THE NEW DESCRIPTION
 GE1101'WAS NOT AVAILABLE.  A NEW AZIMUTH MARK WAS ESTABLISHED AT
 GE1101'THIS TIME.
 GE1101'
 GE1101'A COMPLETE NEW DESCRIPTION FOLLOWS.
 GE1101'
 GE1101'THE STATION IS ABOUT 3-3/4 MILES WEST OF ELLSINORE, 3-1/2
 GE1101'MILES NORTHEAST OF HUNTER, 0.05 MILE NORTH OF THE JUNCTION
 GE1101'OF U.S. HIGHWAY 60 AND STATE HIGHWAY 21, IN THE SOUTHEAST
 GE1101'1/4 OF SECTION 2, T 26 N, R 2 E. AND ON MISSOURI STATE HIGHWAY
 GE1101'PROPERTY.  IT IS 40 FEET NORTH OF A 20 INCH TRIANGULAR BLAZED
 GE1101'PINE TREE, 51 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GE1101'HIGHWAY MAINTAINENCE BUILDING AND 131 FEET NORTHWEST OF AN
 GE1101'ASPHALT STORAGE TANK.  THE MONUMENT PROJECTS 3 INCHES AND THE
 GE1101'DISK IS STAMPED JUNCTION 1930.
 GE1101'
 GE1101'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND COUNTY ROAD
 GE1101'A IN ELLSINORE, GO WESTERLY ON HIGHWAY 60 FOR 3.45 MILES
 GE1101'TO THE JUNCTION WITH STATE HIGHWAY 21 AND A DRIVEWAY TO
 GE1101'HIGHWAY MAINTAINENCE BUILDING ON THE RIGHT.  TURN RIGHT AND
 GE1101'GO NORTH ON THE DRIVEWAY FOR 0.05 TO EAST END OF THE BUILDING
 GE1101'AND THE STATION.
 GE1101'
 GE1101'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 GE1101'DRIVEWAY FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY 21
 GE1101'AND U.S. HIGHWAY 60.  GO SOUTH ON HIGHWAY 21 FOR 0.7 MILE TO
 GE1101'A CROSSROAD AND THE AZIMUTH ON THE RIGHT IN THE SOUTHWEST
 GE1101'ANGLE OF THE INTERSECTION ON THE HIGHWAY RIGHT-OF-WAY.
 GE1101'
 GE1101'REFERENCE MARK 2 IS 28 FEET NORTHEAST OF A 20 INCH OAK TREE,
 GE1101'54 FEET NORTH OF A TELEPHONE POLE AND 59 FEET WEST OF THE
 GE1101'STORAGE TANK.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 GE1101'IS STAMPED JUNCTION NO 2 1930.
 GE1101'
 GE1101'REFERENCE MARK 3 IS 3 FEET EAST OF THE EAST WALL OF THE
 GE1101'MAINTAINENCE BUILDING, 8 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 GE1101'OF THE BUILDING AND 28 FEET EAST OF THE SOUTHWEST CORNER OF
 GE1101'THE BUILDING.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 GE1101'IS STAMPED JUNCTION NO 3 1930.
 GE1101'
 GE1101'THE AZIMUTH MARK IS 3 FEET NORTH OF A WITNESS POST AND A
 GE1101'POWER POLE, 18 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD
 GE1101'AND 45 FEET WEST OF THE CENTERLINE OF HIGHWAY 21.  THE MONUMENT
 GE1101'PROJECTS 3 INCHES AND THE DISK IS STAMPED JUNCTION 1930.
 GE1101'
 GE1101'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0761 ***********************************************************************
 HC0761  DESIGNATION -  JUNCTION LOOKOUT TOWER
 HC0761  PID         -  HC0761
 HC0761  STATE/COUNTY-  MO/DENT
 HC0761  USGS QUAD   -  STONE HILL (1981)
 HC0761
 HC0761                         *CURRENT SURVEY CONTROL
 HC0761  ___________________________________________________________________
 HC0761* NAD 83(1997)-  37 37 06.14524(N)    091 21 30.62315(W)     ADJUSTED  
 HC0761* NAVD 88     -                                                        
 HC0761  ___________________________________________________________________
 HC0761  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 HC0761  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HC0761
 HC0761  HORZ ORDER  -  THIRD
 HC0761
 HC0761.The horizontal coordinates were established by classical geodetic methods
 HC0761.and adjusted by the National Geodetic Survey in February 2000..
 HC0761
 HC0761
 HC0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0761
 HC0761.The geoid height was determined by GEOID03.
 HC0761
 HC0761;                    North         East     Units Scale Factor Converg.
 HC0761;SPC MO E     -   198,423.854   174,210.511   MT  1.00000406   -0 31 26.6
 HC0761;UTM  15      - 4,164,741.052   644,867.485   MT  0.99985850   +1 00 07.7
 HC0761
 HC0761                          SUPERSEDED SURVEY CONTROL
 HC0761
 HC0761  NAD 83(1986)-  37 37 06.15954(N)    091 21 30.62489(W) AD(       ) 4
 HC0761  NAD 27      -  37 37 05.99700(N)    091 21 30.12400(W) AD(       ) 3
 HC0761
 HC0761.Superseded values are not recommended for survey control.
 HC0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0761.See file dsdata.txt to determine how the superseded data were derived.
 HC0761
 HC0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB4486764741(NAD 83)
 HC0761_MARKER: 57 = LOOKOUT TOWER
 HC0761
 HC0761  HISTORY     - Date     Condition        Report By
 HC0761  HISTORY     - 1939     FIRST OBSERVED   CGS
 HC0761  HISTORY     - 1956     GOOD             CGS
 HC0761
 HC0761                          STATION DESCRIPTION
 HC0761
 HC0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0761'POINT OBSERVED UPON WAS THE FINIAL OF A U.S. FORESTRY SERVICE
 HC0761'LOOKOUT TOWER, A STEEL STRUCTURE 50 FEET HIGH WITH A
 HC0761'GLASS-ENCLOSED OBSERVATION PLATFORM ON TOP.  LOCATED 10 MILES
 HC0761'EAST-SOUTHEAST OF SALEM, IN THE CLARK PURCHASE UNIT.  THIS TOWER
 HC0761'MAY BE INCREASED TO 100 FEET IN THE FUTURE.
 HC0761'
 HC0761'OBSERVED UPON FROM TRIANGULATION STATIONS BUICK, MARCOOT, GROGAN
 HC0761'(1934) AND PENROD (1934).
 HC0761
 HC0761                          STATION RECOVERY (1956)
 HC0761
 HC0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0761'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE SOUTHWEST OF
 HC0761'DILLARD, 3-1/2 MILES WEST OF HOWES MILL IN THE CLARK NATIONAL
 HC0761'FOREST.
 HC0761'
 HC0761'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH AN 8 FOOT SQUARE
 HC0761'HOUSE ON TOP AND IS ABOUT 75 FEET HIGH.  THE CENTER OF THE TOWER
 HC0761'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0387 ***********************************************************************
 GE0387  DESIGNATION -  JUNCTURE
 GE0387  PID         -  GE0387
 GE0387  STATE/COUNTY-  MO/CARTER
 GE0387  USGS QUAD   -  HUNTER (1968)
 GE0387
 GE0387                         *CURRENT SURVEY CONTROL
 GE0387  ___________________________________________________________________
 GE0387* NAD 83(1986)-  36 55 48.     (N)    090 48 37.     (W)     SCALED    
 GE0387* NAVD 88     -       272.717  (meters)     894.74   (feet)  POSTED    
 GE0387  ___________________________________________________________________
 GE0387  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GE0387  DYNAMIC HT  -         272.490 (meters)     893.99  (feet)  COMP
 GE0387  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 GE0387
 GE0387  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GE0387
 GE0387.The horizontal coordinates were scaled from a topographic map and have
 GE0387.an estimated accuracy of +/- 6 seconds.
 GE0387
 GE0387.The orthometric height was determined by differential leveling
 GE0387.and adjusted by the National Geodetic Survey in 1992..
 GE0387.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GE0387.rate of 3.1 thru 4.0 mm/km.
 GE0387
 GE0387.The geoid height was determined by GEOID03.
 GE0387
 GE0387.The dynamic height is computed by dividing the NAVD 88
 GE0387.geopotential number by the normal gravity value computed on the
 GE0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0387.degrees latitude (g = 980.6199 gals.).
 GE0387
 GE0387.The modeled gravity was interpolated from observed gravity values.
 GE0387
 GE0387;                    North         East    Units  Estimated Accuracy
 GE0387;SPC MO E     -   121,730.      222,360.      MT  (+/- 180 meters Scaled)
 GE0387
 GE0387                          SUPERSEDED SURVEY CONTROL
 GE0387
 GE0387  NGVD 29 (??/??/92)  272.678  (m)          894.61   (f) ADJ UNCH    2 0
 GE0387
 GE0387.Superseded values are not recommended for survey control.
 GE0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0387.See file dsdata.txt to determine how the superseded data were derived.
 GE0387
 GE0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA950893(NAD 83)
 GE0387_MARKER: DS = TRIANGULATION STATION DISK
 GE0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0387_STAMPING: JUNCTURE 1932
 GE0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0387+STABILITY: SURFACE MOTION
 GE0387
 GE0387  HISTORY     - Date     Condition        Report By
 GE0387  HISTORY     - 1932     MONUMENTED       CGS
 GE0387  HISTORY     - 1934     GOOD             NGS
 GE0387
 GE0387                          STATION DESCRIPTION
 GE0387
 GE0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0387'4 MI W FROM ELSINORE.
 GE0387'4.0 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GE0387'STATION AT ELSINORE, CARTER COUNTY, 250 FEET EAST OF MILEPOST
 GE0387'B 220, IN THE NORTHWEST QUADRANT OF THE CROSSING OF U.S. HIGHWAY
 GE0387'60, 175 FEET WEST OF THE HIGHWAY, AND 95 FEET NORTH OF THE
 GE0387'TRACK.  A STANDARD TRIANGULATION STATION DISK, STAMPED JUNCTURE
 GE0387'1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0386 ***********************************************************************
 GE0386  DESIGNATION -  JUNCTURE RM 2
 GE0386  PID         -  GE0386
 GE0386  STATE/COUNTY-  MO/CARTER
 GE0386  USGS QUAD   -  HUNTER (1968)
 GE0386
 GE0386                         *CURRENT SURVEY CONTROL
 GE0386  ___________________________________________________________________
 GE0386* NAD 83(1986)-  36 55 47.     (N)    090 48 38.     (W)     SCALED    
 GE0386* NAVD 88     -       271.271  (meters)     889.99   (feet)  POSTED    
 GE0386  ___________________________________________________________________
 GE0386  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GE0386  DYNAMIC HT  -         271.050 (meters)     889.27  (feet)  COMP
 GE0386  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GE0386
 GE0386  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GE0386
 GE0386.The horizontal coordinates were scaled from a topographic map and have
 GE0386.an estimated accuracy of +/- 6 seconds.
 GE0386
 GE0386.The orthometric height was determined by differential leveling
 GE0386.and adjusted by the National Geodetic Survey in 1992..
 GE0386.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GE0386.rate of 3.1 thru 4.0 mm/km.
 GE0386
 GE0386.The geoid height was determined by GEOID03.
 GE0386
 GE0386.The dynamic height is computed by dividing the NAVD 88
 GE0386.geopotential number by the normal gravity value computed on the
 GE0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0386.degrees latitude (g = 980.6199 gals.).
 GE0386
 GE0386.The modeled gravity was interpolated from observed gravity values.
 GE0386
 GE0386;                    North         East    Units  Estimated Accuracy
 GE0386;SPC MO E     -   121,700.      222,330.      MT  (+/- 180 meters Scaled)
 GE0386
 GE0386                          SUPERSEDED SURVEY CONTROL
 GE0386
 GE0386  NGVD 29 (??/??/92)  271.232  (m)          889.87   (f) ADJ UNCH    2 0
 GE0386
 GE0386.Superseded values are not recommended for survey control.
 GE0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0386.See file dsdata.txt to determine how the superseded data were derived.
 GE0386
 GE0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA950893(NAD 83)
 GE0386_MARKER: DR = REFERENCE MARK DISK
 GE0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0386_STAMPING: JUNCTURE 2 1932
 GE0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0386+STABILITY: SURFACE MOTION
 GE0386
 GE0386  HISTORY     - Date     Condition        Report By
 GE0386  HISTORY     - 1932     MONUMENTED       CGS
 GE0386  HISTORY     - 1934     GOOD             NGS
 GE0386
 GE0386                          STATION DESCRIPTION
 GE0386
 GE0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0386'4 MI W FROM ELSINORE.
 GE0386'4.0 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GE0386'THE STATION AT ELSINORE, CARTER COUNTY, 250 FEET EAST OF MILEPOST
 GE0386'B 220, IN THE NORTHWEST QUADRANT OF THE CROSSING OF U.S. HIGHWAY
 GE0386'60, 175 FEET WEST OF THE HIGHWAY, AND 55 FEET NORTH OF THE
 GE0386'TRACK.  A STANDARD REFERENCE MARK DISK, STAMPED JUNCTURE 2 1932
 GE0386'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0031 ***********************************************************************
 HE0031  DESIGNATION -  K 1
 HE0031  PID         -  HE0031
 HE0031  STATE/COUNTY-  MO/VERNON
 HE0031  USGS QUAD   -  HORTON (1991)
 HE0031
 HE0031                         *CURRENT SURVEY CONTROL
 HE0031  ___________________________________________________________________
 HE0031* NAD 83(1986)-  37 52 46.     (N)    094 20 21.     (W)     SCALED    
 HE0031* NAVD 88     -       257.539  (meters)     844.94   (feet)  ADJUSTED  
 HE0031  ___________________________________________________________________
 HE0031  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HE0031  DYNAMIC HT  -         257.348 (meters)     844.32  (feet)  COMP
 HE0031  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 HE0031
 HE0031  VERT ORDER  -  FIRST     CLASS II
 HE0031
 HE0031.The horizontal coordinates were scaled from a topographic map and have
 HE0031.an estimated accuracy of +/- 6 seconds.
 HE0031
 HE0031.The orthometric height was determined by differential leveling
 HE0031.and adjusted by the National Geodetic Survey in June 1991..
 HE0031
 HE0031.The geoid height was determined by GEOID03.
 HE0031
 HE0031.The dynamic height is computed by dividing the NAVD 88
 HE0031.geopotential number by the normal gravity value computed on the
 HE0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0031.degrees latitude (g = 980.6199 gals.).
 HE0031
 HE0031.The modeled gravity was interpolated from observed gravity values.
 HE0031
 HE0031;                    North         East    Units  Estimated Accuracy
 HE0031;SPC MO W     -   190,080.      864,150.      MT  (+/- 180 meters Scaled)
 HE0031
 HE0031                          SUPERSEDED SURVEY CONTROL
 HE0031
 HE0031  NGVD 29 (??/??/92)  257.436  (m)          844.60   (f) ADJ UNCH    1 2
 HE0031
 HE0031.Superseded values are not recommended for survey control.
 HE0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0031.See file dsdata.txt to determine how the superseded data were derived.
 HE0031
 HE0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB822932(NAD 83)
 HE0031_MARKER: DB = BENCH MARK DISK
 HE0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0031_SP_SET: CONCRETE POST
 HE0031_STAMPING: K 1 1938
 HE0031_MARK LOGO: USGS  
 HE0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0031+STABILITY: SURFACE MOTION
 HE0031
 HE0031  HISTORY     - Date     Condition        Report By
 HE0031  HISTORY     - 1938     MONUMENTED       USGS
 HE0031  HISTORY     - 1963     GOOD             NGS
 HE0031  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HE0031
 HE0031                          STATION DESCRIPTION
 HE0031
 HE0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0031'3.6 MI N FROM NEVADA.
 HE0031'ABOUT 0.5 MILE EAST ALONG EAST CHERRY STREET FROM THE COURTHOUSE
 HE0031'AT NEVADA, THENCE 0.45 MILE NORTH ALONG THE MISSOUR-KANSAS-TEXAS
 HE0031'RAILROAD, THENCE 2.6 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD,
 HE0031'IN SECTION 22, T 36 N, R 31 W, AT A CROSSING OF THE RAILROAD
 HE0031'AND A DIRT ROAD, 145 FEET SOUTHEAST OF MILEPOST 314-20, 41 FEET
 HE0031'EAST OF THE EAST RAIL, 63 FEET NORTH OF THE CENTER LINE OF THE
 HE0031'ROAD, 3 1/2 FEET WEST OF A FENCE, 3.0 FEET WEST OF A METAL
 HE0031'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF
 HE0031'A CONCRETE POST PROJECTING 3 INCHES.
 HE0031
 HE0031                          STATION RECOVERY (1988)
 HE0031
 HE0031'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBD)
 HE0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0339 ***********************************************************************
 JE0339  DESIGNATION -  K 10
 JE0339  PID         -  JE0339
 JE0339  STATE/COUNTY-  MO/BATES
 JE0339  USGS QUAD   -  ADRIAN (1981)
 JE0339
 JE0339                         *CURRENT SURVEY CONTROL
 JE0339  ___________________________________________________________________
 JE0339* NAD 83(1986)-  38 23 44.     (N)    094 21 13.     (W)     SCALED    
 JE0339* NAVD 88     -       265.666  (meters)     871.61   (feet)  ADJUSTED  
 JE0339  ___________________________________________________________________
 JE0339  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JE0339  DYNAMIC HT  -         265.478 (meters)     870.99  (feet)  COMP
 JE0339  MODELED GRAV-     979,912.1   (mgal)                       NAVD 88
 JE0339
 JE0339  VERT ORDER  -  SECOND    CLASS II
 JE0339
 JE0339.The horizontal coordinates were scaled from a topographic map and have
 JE0339.an estimated accuracy of +/- 6 seconds.
 JE0339
 JE0339.The orthometric height was determined by differential leveling
 JE0339.and adjusted by the National Geodetic Survey in June 1991..
 JE0339
 JE0339.The geoid height was determined by GEOID03.
 JE0339
 JE0339.The dynamic height is computed by dividing the NAVD 88
 JE0339.geopotential number by the normal gravity value computed on the
 JE0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0339.degrees latitude (g = 980.6199 gals.).
 JE0339
 JE0339.The modeled gravity was interpolated from observed gravity values.
 JE0339
 JE0339;                    North         East    Units  Estimated Accuracy
 JE0339;SPC MO W     -   247,360.      862,790.      MT  (+/- 180 meters Scaled)
 JE0339
 JE0339                          SUPERSEDED SURVEY CONTROL
 JE0339
 JE0339  NGVD 29 (??/??/92)  265.54   (m)          871.2    (f) COMPUTED    2 2
 JE0339
 JE0339.Superseded values are not recommended for survey control.
 JE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0339.See file dsdata.txt to determine how the superseded data were derived.
 JE0339
 JE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC817505(NAD 83)
 JE0339_MARKER: DB = BENCH MARK DISK
 JE0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0339_SP_SET: CONCRETE POST
 JE0339_STAMPING: K 10 1938
 JE0339_MARK LOGO: USGS  
 JE0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0339+STABILITY: SURFACE MOTION
 JE0339
 JE0339  HISTORY     - Date     Condition        Report By
 JE0339  HISTORY     - 1938     MONUMENTED       USGS
 JE0339  HISTORY     - 1963     MARK NOT FOUND   NGS
 JE0339
 JE0339                          STATION DESCRIPTION
 JE0339
 JE0339'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0339'AT ADRIAN.
 JE0339'AT ADRIAN, ON THE MISSOURI PACIFIC RAILROAD, 107 FEET SOUTH
 JE0339'AND 51 FEET WEST OF THE STATION, AT A ROAD CROSSING, 101 FEET
 JE0339'WEST OF THE MAIN TRACK, 33 FEET NORTH OF THE ROAD, AND 7 FEET
 JE0339'NORTH OF A BRICK SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 JE0339'STANDARD DISK, STAMPED K 10 1938 AND SET IN THE TOP OF A CONCRETE
 JE0339'POST.  NOTE-- THIS MARK IS BELIEVED TO BE COVERED OVER BY A
 JE0339'STOCK PILE OF HIGHWAY MATERIAL.
 JE0339
 JE0339                          STATION RECOVERY (1963)
 JE0339
 JE0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0306 ***********************************************************************
 LE0306  DESIGNATION -  K 10
 LE0306  PID         -  LE0306
 LE0306  STATE/COUNTY-  MO/SULLIVAN
 LE0306  USGS QUAD   -  POLLOCK (1964)
 LE0306
 LE0306                         *CURRENT SURVEY CONTROL
 LE0306  ___________________________________________________________________
 LE0306* NAD 83(1986)-  40 18 39.     (N)    093 06 18.     (W)     SCALED    
 LE0306* NAVD 88     -       273.401  (meters)     896.98   (feet)  ADJUSTED  
 LE0306  ___________________________________________________________________
 LE0306  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 LE0306  DYNAMIC HT  -         273.259 (meters)     896.52  (feet)  COMP
 LE0306  MODELED GRAV-     980,099.6   (mgal)                       NAVD 88
 LE0306
 LE0306  VERT ORDER  -  FIRST     CLASS II
 LE0306
 LE0306.The horizontal coordinates were scaled from a topographic map and have
 LE0306.an estimated accuracy of +/- 6 seconds.
 LE0306
 LE0306.The orthometric height was determined by differential leveling
 LE0306.and adjusted by the National Geodetic Survey in June 1991..
 LE0306
 LE0306.The geoid height was determined by GEOID03.
 LE0306
 LE0306.The dynamic height is computed by dividing the NAVD 88
 LE0306.geopotential number by the normal gravity value computed on the
 LE0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0306.degrees latitude (g = 980.6199 gals.).
 LE0306
 LE0306.The modeled gravity was interpolated from observed gravity values.
 LE0306
 LE0306;                    North         East    Units  Estimated Accuracy
 LE0306;SPC MO C     -   497,140.      448,580.      MT  (+/- 180 meters Scaled)
 LE0306
 LE0306                          SUPERSEDED SURVEY CONTROL
 LE0306
 LE0306  NGVD 29 (??/??/92)  273.386  (m)          896.93   (f) ADJ UNCH    1 2
 LE0306
 LE0306.Superseded values are not recommended for survey control.
 LE0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0306.See file dsdata.txt to determine how the superseded data were derived.
 LE0306
 LE0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE910622(NAD 83)
 LE0306_MARKER: DB = BENCH MARK DISK
 LE0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0306_SP_SET: PIER
 LE0306_STAMPING: 896.721 K 10 1930
 LE0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0306
 LE0306  HISTORY     - Date     Condition        Report By
 LE0306  HISTORY     - 1930     MONUMENTED       CGS
 LE0306  HISTORY     - 1934     GOOD             NGS
 LE0306  HISTORY     - 1967     GOOD             NGS
 LE0306
 LE0306                          STATION DESCRIPTION
 LE0306
 LE0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LE0306'3.6 MI S FROM POLLOCK.
 LE0306'3.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0306'FROM POLLOCK, SULLIVAN COUNTY, 200 YARDS SOUTH OF A FARM ROAD
 LE0306'CROSSING, IN THE SOUTH PIER OF BRIDGE 141.62, AND INSIDE THE
 LE0306'EAST GIRDER.  A STANDARD DISK, STAMPED 896.721 K 10 1930.
 LE0306
 LE0306                          STATION RECOVERY (1967)
 LE0306
 LE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0795 ***********************************************************************
 JE0795  DESIGNATION -  K 10 B 1
 JE0795  PID         -  JE0795
 JE0795  STATE/COUNTY-  MO/BATES
 JE0795  USGS QUAD   -  AMORET (1973)
 JE0795
 JE0795                         *CURRENT SURVEY CONTROL
 JE0795  ___________________________________________________________________
 JE0795* NAD 83(1986)-  38 18 12.     (N)    094 32 00.     (W)     SCALED    
 JE0795* NAVD 88     -       257.076  (meters)     843.42   (feet)  ADJUSTED  
 JE0795  ___________________________________________________________________
 JE0795  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE0795  DYNAMIC HT  -         256.893 (meters)     842.82  (feet)  COMP
 JE0795  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 JE0795
 JE0795  VERT ORDER  -  SECOND    CLASS 0
 JE0795
 JE0795.The horizontal coordinates were scaled from a topographic map and have
 JE0795.an estimated accuracy of +/- 6 seconds.
 JE0795
 JE0795.The orthometric height was determined by differential leveling
 JE0795.and adjusted by the National Geodetic Survey in June 1991..
 JE0795
 JE0795.The geoid height was determined by GEOID03.
 JE0795
 JE0795.The dynamic height is computed by dividing the NAVD 88
 JE0795.geopotential number by the normal gravity value computed on the
 JE0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0795.degrees latitude (g = 980.6199 gals.).
 JE0795
 JE0795.The modeled gravity was interpolated from observed gravity values.
 JE0795
 JE0795;                    North         East    Units  Estimated Accuracy
 JE0795;SPC MO W     -   237,120.      847,090.      MT  (+/- 180 meters Scaled)
 JE0795
 JE0795                          SUPERSEDED SURVEY CONTROL
 JE0795
 JE0795  NGVD 29 (??/??/92)  256.95   (m)          843.0    (f) COMPUTED    2 0
 JE0795
 JE0795.Superseded values are not recommended for survey control.
 JE0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0795.See file dsdata.txt to determine how the superseded data were derived.
 JE0795
 JE0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC659405(NAD 83)
 JE0795_MARKER: DZ = AZIMUTH MARK DISK
 JE0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0795+STABILITY: SURFACE MOTION
 JE0795
 JE0795  HISTORY     - Date     Condition        Report By
 JE0795  HISTORY     - UNK      MONUMENTED       DOD
 JE0795  HISTORY     - 1963     GOOD             NGS
 JE0795
 JE0795                          STATION DESCRIPTION
 JE0795
 JE0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0795'4.8 MI NW FROM VIRGINIA.
 JE0795'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0795'CHURCH AT VIRGINIA, THENCE 1.55 MILES NORTH ALONG STATE ROAD J,
 JE0795'THENCE 0.15 MILE SOUTH OF A CONCRETE BLOCK BARN WITH A METAL
 JE0795'ROOF, 8 FEET SOUTH OF A FENCE, AND ON THE TOP SURFACE OVER THE
 JE0795'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 JE0795'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  USAF
 JE0795'MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0796 ***********************************************************************
 JE0796  DESIGNATION -  K 10 B 2
 JE0796  PID         -  JE0796
 JE0796  STATE/COUNTY-  MO/BATES
 JE0796  USGS QUAD   -  AMORET (1973)
 JE0796
 JE0796                         *CURRENT SURVEY CONTROL
 JE0796  ___________________________________________________________________
 JE0796* NAD 83(1986)-  38 18 14.     (N)    094 31 43.     (W)     SCALED    
 JE0796* NAVD 88     -       261.775  (meters)     858.84   (feet)  ADJUSTED  
 JE0796  ___________________________________________________________________
 JE0796  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE0796  DYNAMIC HT  -         261.588 (meters)     858.23  (feet)  COMP
 JE0796  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 JE0796
 JE0796  VERT ORDER  -  SECOND    CLASS 0
 JE0796
 JE0796.The horizontal coordinates were scaled from a topographic map and have
 JE0796.an estimated accuracy of +/- 6 seconds.
 JE0796
 JE0796.The orthometric height was determined by differential leveling
 JE0796.and adjusted by the National Geodetic Survey in June 1991..
 JE0796
 JE0796.The geoid height was determined by GEOID03.
 JE0796
 JE0796.The dynamic height is computed by dividing the NAVD 88
 JE0796.geopotential number by the normal gravity value computed on the
 JE0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0796.degrees latitude (g = 980.6199 gals.).
 JE0796
 JE0796.The modeled gravity was interpolated from observed gravity values.
 JE0796
 JE0796;                    North         East    Units  Estimated Accuracy
 JE0796;SPC MO W     -   237,180.      847,500.      MT  (+/- 180 meters Scaled)
 JE0796
 JE0796                          SUPERSEDED SURVEY CONTROL
 JE0796
 JE0796  NGVD 29 (??/??/92)  261.65   (m)          858.4    (f) COMPUTED    2 0
 JE0796
 JE0796.Superseded values are not recommended for survey control.
 JE0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0796.See file dsdata.txt to determine how the superseded data were derived.
 JE0796
 JE0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC663406(NAD 83)
 JE0796_MARKER: DZ = AZIMUTH MARK DISK
 JE0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0796+STABILITY: SURFACE MOTION
 JE0796
 JE0796  HISTORY     - Date     Condition        Report By
 JE0796  HISTORY     - UNK      MONUMENTED       DOD
 JE0796  HISTORY     - 1963     GOOD             NGS
 JE0796
 JE0796                          STATION DESCRIPTION
 JE0796
 JE0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0796'5 MI NW FROM VIRGINIA.
 JE0796'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0796'CHURCH AT VIRGINIA, THENCE 2.55 MILES NORTH ALONG STATE ROAD J
 JE0796'TO A GATE ON THE EAST SIDE OF THE ROAD, THENCE 0.25 MILE
 JE0796'EAST-NORTHEAST ACROSS COUNTRY, 0.1 MILE NORTH OF A FENCE, AND
 JE0796'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JE0796'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JE0796'PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0798 ***********************************************************************
 JE0798  DESIGNATION -  K 10 Z
 JE0798  PID         -  JE0798
 JE0798  STATE/COUNTY-  MO/BATES
 JE0798  USGS QUAD   -  AMORET (1973)
 JE0798
 JE0798                         *CURRENT SURVEY CONTROL
 JE0798  ___________________________________________________________________
 JE0798* NAD 83(1986)-  38 18 32.     (N)    094 31 52.     (W)     SCALED    
 JE0798* NAVD 88     -       263.507  (meters)     864.52   (feet)  ADJUSTED  
 JE0798  ___________________________________________________________________
 JE0798  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JE0798  DYNAMIC HT  -         263.320 (meters)     863.91  (feet)  COMP
 JE0798  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 JE0798
 JE0798  VERT ORDER  -  SECOND    CLASS 0
 JE0798
 JE0798.The horizontal coordinates were scaled from a topographic map and have
 JE0798.an estimated accuracy of +/- 6 seconds.
 JE0798
 JE0798.The orthometric height was determined by differential leveling
 JE0798.and adjusted by the National Geodetic Survey in June 1991..
 JE0798
 JE0798.The geoid height was determined by GEOID03.
 JE0798
 JE0798.The dynamic height is computed by dividing the NAVD 88
 JE0798.geopotential number by the normal gravity value computed on the
 JE0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0798.degrees latitude (g = 980.6199 gals.).
 JE0798
 JE0798.The modeled gravity was interpolated from observed gravity values.
 JE0798
 JE0798;                    North         East    Units  Estimated Accuracy
 JE0798;SPC MO W     -   237,740.      847,280.      MT  (+/- 180 meters Scaled)
 JE0798
 JE0798                          SUPERSEDED SURVEY CONTROL
 JE0798
 JE0798  NGVD 29 (??/??/92)  263.38   (m)          864.1    (f) COMPUTED    2 0
 JE0798
 JE0798.Superseded values are not recommended for survey control.
 JE0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0798.See file dsdata.txt to determine how the superseded data were derived.
 JE0798
 JE0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC661411(NAD 83)
 JE0798_MARKER: DS = TRIANGULATION STATION DISK
 JE0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0798_STAMPING: K 10 Z 1963
 JE0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0798+STABILITY: SURFACE MOTION
 JE0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0798+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 JE0798
 JE0798  HISTORY     - Date     Condition        Report By
 JE0798  HISTORY     - 1963     MONUMENTED       CGS
 JE0798  HISTORY     - 20050729 GOOD             INDIV
 JE0798
 JE0798                          STATION DESCRIPTION
 JE0798
 JE0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0798'5 MI NW FROM VIRGINIA.
 JE0798'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0798'CHURCH AT VIRGINIA, THENCE 2.9 MILES NORTH ALONG STATE ROAD J,
 JE0798'OR 0.7 MILE SOUTH ALONG STATE ROAD Y FROM THE POST OFFICE AT
 JE0798'AMSTERDAM, THENCE 3.0 MILES EAST ALONG STATE ROAD J, THENCE
 JE0798'2.15 MILES SOUTH ALONG STATE ROAD J, 0.15 MILE SOUTH OF A ROAD
 JE0798'INTERSECTION, ON A SLIGHT RISE, 32 FEET EAST OF THE CENTER LINE
 JE0798'OF THE ROAD, 59 FEET EAST OF AND ACROSS THE ROAD FROM R.M. 2,
 JE0798'51.2 FEET NORTH OF R.M. 1, 1 1/2 FEET WEST OF A FENCE, ABOUT
 JE0798'LEVEL WITH THE ROAD, 5.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 JE0798'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JE0798
 JE0798                          STATION RECOVERY (2005)
 JE0798
 JE0798'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0797 ***********************************************************************
 JE0797  DESIGNATION -  K 10 Z RM 1
 JE0797  PID         -  JE0797
 JE0797  STATE/COUNTY-  MO/BATES
 JE0797  USGS QUAD   -  AMORET (1973)
 JE0797
 JE0797                         *CURRENT SURVEY CONTROL
 JE0797  ___________________________________________________________________
 JE0797* NAD 83(1986)-  38 18 31.     (N)    094 31 52.     (W)     SCALED    
 JE0797* NAVD 88     -       263.607  (meters)     864.85   (feet)  ADJUSTED  
 JE0797  ___________________________________________________________________
 JE0797  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JE0797  DYNAMIC HT  -         263.420 (meters)     864.24  (feet)  COMP
 JE0797  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 JE0797
 JE0797  VERT ORDER  -  SECOND    CLASS 0
 JE0797
 JE0797.The horizontal coordinates were scaled from a topographic map and have
 JE0797.an estimated accuracy of +/- 6 seconds.
 JE0797
 JE0797.The orthometric height was determined by differential leveling
 JE0797.and adjusted by the National Geodetic Survey in June 1991..
 JE0797
 JE0797.The geoid height was determined by GEOID03.
 JE0797
 JE0797.The dynamic height is computed by dividing the NAVD 88
 JE0797.geopotential number by the normal gravity value computed on the
 JE0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0797.degrees latitude (g = 980.6199 gals.).
 JE0797
 JE0797.The modeled gravity was interpolated from observed gravity values.
 JE0797
 JE0797;                    North         East    Units  Estimated Accuracy
 JE0797;SPC MO W     -   237,700.      847,280.      MT  (+/- 180 meters Scaled)
 JE0797
 JE0797                          SUPERSEDED SURVEY CONTROL
 JE0797
 JE0797  NGVD 29 (??/??/92)  263.48   (m)          864.4    (f) COMPUTED    2 0
 JE0797
 JE0797.Superseded values are not recommended for survey control.
 JE0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0797.See file dsdata.txt to determine how the superseded data were derived.
 JE0797
 JE0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC661411(NAD 83)
 JE0797_MARKER: DR = REFERENCE MARK DISK
 JE0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0797_STAMPING: K 10 Z NO 1 1963
 JE0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0797+STABILITY: SURFACE MOTION
 JE0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0797+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 JE0797
 JE0797  HISTORY     - Date     Condition        Report By
 JE0797  HISTORY     - 1963     MONUMENTED       CGS
 JE0797  HISTORY     - 20050729 GOOD             INDIV
 JE0797
 JE0797                          STATION DESCRIPTION
 JE0797
 JE0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0797'5 MI NW FROM VIRGINIA.
 JE0797'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0797'CHURCH AT VIRGINIA, THENCE 2.9 MILES NORTH ALONG STATE ROAD J,
 JE0797'33 FEET EAST OF THE CENTER LINE OF THE ROAD, 51.2 FEET SOUTH
 JE0797'OF K 10 Z 1963, 1.0 FOOT WEST OF A FENCE, AND SET IN THE TOP
 JE0797'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 JE0797
 JE0797                          STATION RECOVERY (2005)
 JE0797
 JE0797'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0799 ***********************************************************************
 JE0799  DESIGNATION -  K 10 Z RM 2
 JE0799  PID         -  JE0799
 JE0799  STATE/COUNTY-  MO/BATES
 JE0799  USGS QUAD   -  AMORET (1973)
 JE0799
 JE0799                         *CURRENT SURVEY CONTROL
 JE0799  ___________________________________________________________________
 JE0799* NAD 83(1986)-  38 18 32.     (N)    094 31 52.     (W)     SCALED    
 JE0799* NAVD 88     -       264.089  (meters)     866.43   (feet)  ADJUSTED  
 JE0799  ___________________________________________________________________
 JE0799  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JE0799  DYNAMIC HT  -         263.901 (meters)     865.82  (feet)  COMP
 JE0799  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 JE0799
 JE0799  VERT ORDER  -  SECOND    CLASS 0
 JE0799
 JE0799.The horizontal coordinates were scaled from a topographic map and have
 JE0799.an estimated accuracy of +/- 6 seconds.
 JE0799
 JE0799.The orthometric height was determined by differential leveling
 JE0799.and adjusted by the National Geodetic Survey in June 1991..
 JE0799
 JE0799.The geoid height was determined by GEOID03.
 JE0799
 JE0799.The dynamic height is computed by dividing the NAVD 88
 JE0799.geopotential number by the normal gravity value computed on the
 JE0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0799.degrees latitude (g = 980.6199 gals.).
 JE0799
 JE0799.The modeled gravity was interpolated from observed gravity values.
 JE0799
 JE0799;                    North         East    Units  Estimated Accuracy
 JE0799;SPC MO W     -   237,740.      847,280.      MT  (+/- 180 meters Scaled)
 JE0799
 JE0799                          SUPERSEDED SURVEY CONTROL
 JE0799
 JE0799  NGVD 29 (??/??/92)  263.96   (m)          866.0    (f) COMPUTED    2 0
 JE0799
 JE0799.Superseded values are not recommended for survey control.
 JE0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0799.See file dsdata.txt to determine how the superseded data were derived.
 JE0799
 JE0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC661411(NAD 83)
 JE0799_MARKER: DR = REFERENCE MARK DISK
 JE0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0799_STAMPING: K 10 Z NO 2 1963
 JE0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0799+STABILITY: SURFACE MOTION
 JE0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0799+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 JE0799
 JE0799  HISTORY     - Date     Condition        Report By
 JE0799  HISTORY     - 1963     MONUMENTED       CGS
 JE0799  HISTORY     - 20050729 GOOD             INDIV
 JE0799
 JE0799                          STATION DESCRIPTION
 JE0799
 JE0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0799'5 MI NW FROM VIRGINIA.
 JE0799'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0799'CHURCH AT VIRGINIA, THENCE 2.9 MILES NORTH ALONG STATE ROAD J,
 JE0799'59 FEET WEST OF AND ACROSS THE ROAD FROM K 10 Z 1963, 37 FEET
 JE0799'WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF A FENCE,
 JE0799'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JE0799
 JE0799                          STATION RECOVERY (2005)
 JE0799
 JE0799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0139 ***********************************************************************
 JD0139  DESIGNATION -  K 100
 JD0139  PID         -  JD0139
 JD0139  STATE/COUNTY-  MO/COLE
 JD0139  USGS QUAD   -  RUSSELLVILLE (1969)
 JD0139
 JD0139                         *CURRENT SURVEY CONTROL
 JD0139  ___________________________________________________________________
 JD0139* NAD 83(1986)-  38 31 16.     (N)    092 24 48.     (W)     SCALED    
 JD0139* NAVD 88     -       259.702  (meters)     852.04   (feet)  ADJUSTED  
 JD0139  ___________________________________________________________________
 JD0139  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JD0139  DYNAMIC HT  -         259.525 (meters)     851.46  (feet)  COMP
 JD0139  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 JD0139
 JD0139  VERT ORDER  -  SECOND    CLASS 0
 JD0139
 JD0139.The horizontal coordinates were scaled from a topographic map and have
 JD0139.an estimated accuracy of +/- 6 seconds.
 JD0139
 JD0139.The orthometric height was determined by differential leveling
 JD0139.and adjusted by the National Geodetic Survey in June 1991..
 JD0139
 JD0139.The geoid height was determined by GEOID03.
 JD0139
 JD0139.The dynamic height is computed by dividing the NAVD 88
 JD0139.geopotential number by the normal gravity value computed on the
 JD0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0139.degrees latitude (g = 980.6199 gals.).
 JD0139
 JD0139.The modeled gravity was interpolated from observed gravity values.
 JD0139
 JD0139;                    North         East    Units  Estimated Accuracy
 JD0139;SPC MO C     -   298,280.      507,560.      MT  (+/- 180 meters Scaled)
 JD0139
 JD0139                          SUPERSEDED SURVEY CONTROL
 JD0139
 JD0139  NGVD 29 (??/??/92)  259.681  (m)          851.97   (f) ADJ UNCH    2 0
 JD0139
 JD0139.Superseded values are not recommended for survey control.
 JD0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0139.See file dsdata.txt to determine how the superseded data were derived.
 JD0139
 JD0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC511637(NAD 83)
 JD0139_MARKER: DB = BENCH MARK DISK
 JD0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0139_STAMPING: K 100 1935
 JD0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0139+STABILITY: SURFACE MOTION
 JD0139
 JD0139  HISTORY     - Date     Condition        Report By
 JD0139  HISTORY     - 1935     MONUMENTED       CGS
 JD0139  HISTORY     - 1968     MARK NOT FOUND   NGS
 JD0139  HISTORY     - 19920427 GOOD             MODNR
 JD0139
 JD0139                          STATION DESCRIPTION
 JD0139
 JD0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0139'2 MI NE FROM RUSSELLVILLE.
 JD0139'2.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0139'STATION AT RUSSELLVILLE, COLE COUNTY, 16 POLES SOUTHWEST OF
 JD0139'MILEPOST 142, 667 YARDS SOUTHWEST OF A LARGE SQUARE, 2-STORY
 JD0139'STONE FARMHOUSE, AND 25 FEET SOUTH OF THE CENTERLINE OF THE
 JD0139'TRACK.  A STANDARD DISK STAMPED K 100 1935 AND SET IN THE TOP
 JD0139'OF A CONCRETE POST.
 JD0139
 JD0139                          STATION RECOVERY (1968)
 JD0139
 JD0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JD0139'MARK NOT FOUND.
 JD0139
 JD0139                          STATION RECOVERY (1992)
 JD0139
 JD0139'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD0139'THIS RECOVERY WAS CALLED IN BY LANDOWNER.  NOT FIELD CHECKED BY THIS
 JD0139'OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0718 ***********************************************************************
 JC0718  DESIGNATION -  K 101 RESET
 JC0718  PID         -  JC0718
 JC0718  STATE/COUNTY-  MO/FRANKLIN
 JC0718  USGS QUAD   -  LESLIE (1980)
 JC0718
 JC0718                         *CURRENT SURVEY CONTROL
 JC0718  ___________________________________________________________________
 JC0718* NAD 83(1986)-  38 25 11.     (N)    091 11 20.     (W)     SCALED    
 JC0718* NAVD 88     -       250.621  (meters)     822.25   (feet)  ADJUSTED  
 JC0718  ___________________________________________________________________
 JC0718  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JC0718  DYNAMIC HT  -         250.454 (meters)     821.70  (feet)  COMP
 JC0718  MODELED GRAV-     979,954.7   (mgal)                       NAVD 88
 JC0718
 JC0718  VERT ORDER  -  SECOND    CLASS 0
 JC0718
 JC0718.The horizontal coordinates were scaled from a topographic map and have
 JC0718.an estimated accuracy of +/- 6 seconds.
 JC0718
 JC0718.The orthometric height was determined by differential leveling
 JC0718.and adjusted by the National Geodetic Survey in June 1991..
 JC0718
 JC0718.The geoid height was determined by GEOID03.
 JC0718
 JC0718.The dynamic height is computed by dividing the NAVD 88
 JC0718.geopotential number by the normal gravity value computed on the
 JC0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0718.degrees latitude (g = 980.6199 gals.).
 JC0718
 JC0718.The modeled gravity was interpolated from observed gravity values.
 JC0718
 JC0718;                    North         East    Units  Estimated Accuracy
 JC0718;SPC MO E     -   287,240.      189,840.      MT  (+/- 180 meters Scaled)
 JC0718
 JC0718                          SUPERSEDED SURVEY CONTROL
 JC0718
 JC0718  NGVD 29 (??/??/92)  250.643  (m)          822.32   (f) ADJ UNCH    2 0
 JC0718
 JC0718.Superseded values are not recommended for survey control.
 JC0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0718.See file dsdata.txt to determine how the superseded data were derived.
 JC0718
 JC0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC581539(NAD 83)
 JC0718_MARKER: DB = BENCH MARK DISK
 JC0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0718_STAMPING: K 101 RESET 1940
 JC0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0718+STABILITY: SURFACE MOTION
 JC0718
 JC0718  HISTORY     - Date     Condition        Report By
 JC0718  HISTORY     - 1940     MONUMENTED       CGS
 JC0718
 JC0718                          STATION DESCRIPTION
 JC0718
 JC0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JC0718'AT BEAUFORT.
 JC0718'AT BEAUFORT, FRANKLIN COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 JC0718'PACIFIC RAILROAD, 250 FEET EAST OF THE STATION, AT THE CROSSING
 JC0718'OF COUNTY ROAD U, 37.3 FEET SOUTH OF THE SOUTH RAIL, 36.6 FEET
 JC0718'WEST OF THE CENTER LINE OF THE ROAD, AND 1.3 FEET NORTHEAST OF A
 JC0718'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 101 RESET
 JC0718'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 JC0718'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0736 ***********************************************************************
 JC0736  DESIGNATION -  K 102
 JC0736  PID         -  JC0736
 JC0736  STATE/COUNTY-  MO/GASCONADE
 JC0736  USGS QUAD   -  ROSEBUD (1980)
 JC0736
 JC0736                         *CURRENT SURVEY CONTROL
 JC0736  ___________________________________________________________________
 JC0736* NAD 83(1986)-  38 28 51.     (N)    091 27 42.     (W)     SCALED    
 JC0736* NAVD 88     -       270.594  (meters)     887.77   (feet)  ADJUSTED  
 JC0736  ___________________________________________________________________
 JC0736  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JC0736  DYNAMIC HT  -         270.413 (meters)     887.18  (feet)  COMP
 JC0736  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 JC0736
 JC0736  VERT ORDER  -  SECOND    CLASS 0
 JC0736
 JC0736.The horizontal coordinates were scaled from a topographic map and have
 JC0736.an estimated accuracy of +/- 6 seconds.
 JC0736
 JC0736.The orthometric height was determined by differential leveling
 JC0736.and adjusted by the National Geodetic Survey in June 1991..
 JC0736
 JC0736.The geoid height was determined by GEOID03.
 JC0736
 JC0736.The dynamic height is computed by dividing the NAVD 88
 JC0736.geopotential number by the normal gravity value computed on the
 JC0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0736.degrees latitude (g = 980.6199 gals.).
 JC0736
 JC0736.The modeled gravity was interpolated from observed gravity values.
 JC0736
 JC0736;                    North         East    Units  Estimated Accuracy
 JC0736;SPC MO E     -   294,240.      166,090.      MT  (+/- 180 meters Scaled)
 JC0736
 JC0736                          SUPERSEDED SURVEY CONTROL
 JC0736
 JC0736  NGVD 29 (??/??/92)  270.599  (m)          887.79   (f) ADJ UNCH    2 0
 JC0736
 JC0736.Superseded values are not recommended for survey control.
 JC0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0736.See file dsdata.txt to determine how the superseded data were derived.
 JC0736
 JC0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC341602(NAD 83)
 JC0736_MARKER: DB = BENCH MARK DISK
 JC0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0736_STAMPING: K 102 1935
 JC0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0736+STABILITY: SURFACE MOTION
 JC0736
 JC0736  HISTORY     - Date     Condition        Report By
 JC0736  HISTORY     - 1935     MONUMENTED       CGS
 JC0736  HISTORY     - 1938     GOOD             NGS
 JC0736
 JC0736                          STATION DESCRIPTION
 JC0736
 JC0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0736'0.8 MI N FROM DRAKE.
 JC0736'0.8 MILE NORTH ALONG STATE HIGHWAY 19 FROM A GENERAL STORE AT
 JC0736'DRAKE, GASCONADE COUNTY, AT A ROAD CROSSING, ABOUT 80 FEET
 JC0736'SOUTH OF THE CENTER LINE OF THE ROAD, 35 FEET WEST OF THE
 JC0736'CENTER LINE OF THE HIGHWAY, AND 20 FEET SOUTH OF A RIGHT-OF-WAY
 JC0736'FENCE CORNER.  A STANDARD DISK, STAMPED K 102 1935 AND SET IN
 JC0736'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 JC0736'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0026 ***********************************************************************
 HE0026  DESIGNATION -  K 106
 HE0026  PID         -  HE0026
 HE0026  STATE/COUNTY-  MO/VERNON
 HE0026  USGS QUAD   -  NEVADA (1991)
 HE0026
 HE0026                         *CURRENT SURVEY CONTROL
 HE0026  ___________________________________________________________________
 HE0026* NAD 83(1986)-  37 50 16.     (N)    094 21 33.     (W)     SCALED    
 HE0026* NAVD 88     -       266.152  (meters)     873.20   (feet)  ADJUSTED  
 HE0026  ___________________________________________________________________
 HE0026  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HE0026  DYNAMIC HT  -         265.952 (meters)     872.54  (feet)  COMP
 HE0026  MODELED GRAV-     979,872.7   (mgal)                       NAVD 88
 HE0026
 HE0026  VERT ORDER  -  FIRST     CLASS II
 HE0026
 HE0026.The horizontal coordinates were scaled from a topographic map and have
 HE0026.an estimated accuracy of +/- 6 seconds.
 HE0026
 HE0026.The orthometric height was determined by differential leveling
 HE0026.and adjusted by the National Geodetic Survey in June 1991..
 HE0026.WARNING-Repeat measurements at this control monument indicate possible
 HE0026.vertical movement.
 HE0026
 HE0026.The geoid height was determined by GEOID03.
 HE0026
 HE0026.The dynamic height is computed by dividing the NAVD 88
 HE0026.geopotential number by the normal gravity value computed on the
 HE0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0026.degrees latitude (g = 980.6199 gals.).
 HE0026
 HE0026.The modeled gravity was interpolated from observed gravity values.
 HE0026
 HE0026;                    North         East    Units  Estimated Accuracy
 HE0026;SPC MO W     -   185,460.      862,400.      MT  (+/- 180 meters Scaled)
 HE0026
 HE0026                          SUPERSEDED SURVEY CONTROL
 HE0026
 HE0026  NGVD 29 (??/??/92)  266.052  (m)          872.87   (f) ADJ UNCH    1 2
 HE0026
 HE0026.Superseded values are not recommended for survey control.
 HE0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0026.See file dsdata.txt to determine how the superseded data were derived.
 HE0026
 HE0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB804886(NAD 83)
 HE0026_MARKER: DB = BENCH MARK DISK
 HE0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0026_STAMPING: K 106 1934
 HE0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0026+STABILITY: SURFACE MOTION
 HE0026
 HE0026  HISTORY     - Date     Condition        Report By
 HE0026  HISTORY     - 1934     MONUMENTED       CGS
 HE0026  HISTORY     - 1963     GOOD             NGS
 HE0026
 HE0026                          STATION DESCRIPTION
 HE0026
 HE0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0026'0.1 MI W FROM NEVADA.
 HE0026'ABOUT 0.1 MILE WEST ALONG WEST CHERRY STREET FROM THE COURTHOUSE
 HE0026'AT NEVADA, AT THE INTERSECTION OF WEST CHERRY AND NORTH ASH
 HE0026'STREETS, AT THE SOUTHWEST CORNER OF THE POST OFFICE LAWN, 20
 HE0026'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST OFFICE BUILDING,
 HE0026'16 FEET EAST OF A FIRE HYDRANT, 5.0 FEET EAST OF THE EAST EDGE
 HE0026'OF A NORTH-SOUTH SIDEWALK, 5.3 FEET NORTH OF THE NORTH EDGE
 HE0026'OF AN EAST-WEST SIDEWALK, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HE0026'STREET, AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 HE0026'NOTE-- A NEW POST OFFICE BUILDING IS BEING BUILT AND THE BUILDING
 HE0026'MENTIONED IN THIS DESCRIPTION WILL BE VACATED IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0342 ***********************************************************************
 HE0342  DESIGNATION -  K 107
 HE0342  PID         -  HE0342
 HE0342  STATE/COUNTY-  MO/BARTON
 HE0342  USGS QUAD   -  LIBERAL (1991)
 HE0342
 HE0342                         *CURRENT SURVEY CONTROL
 HE0342  ___________________________________________________________________
 HE0342* NAD 83(1986)-  37 32 28.     (N)    094 31 59.     (W)     SCALED    
 HE0342* NAVD 88     -       280.092  (meters)     918.94   (feet)  ADJUSTED  
 HE0342  ___________________________________________________________________
 HE0342  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HE0342  DYNAMIC HT  -         279.872 (meters)     918.21  (feet)  COMP
 HE0342  MODELED GRAV-     979,839.0   (mgal)                       NAVD 88
 HE0342
 HE0342  VERT ORDER  -  SECOND    CLASS 0
 HE0342
 HE0342.The horizontal coordinates were scaled from a topographic map and have
 HE0342.an estimated accuracy of +/- 6 seconds.
 HE0342
 HE0342.The orthometric height was determined by differential leveling
 HE0342.and adjusted by the National Geodetic Survey in June 1991..
 HE0342
 HE0342.The geoid height was determined by GEOID03.
 HE0342
 HE0342.The dynamic height is computed by dividing the NAVD 88
 HE0342.geopotential number by the normal gravity value computed on the
 HE0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0342.degrees latitude (g = 980.6199 gals.).
 HE0342
 HE0342.The modeled gravity was interpolated from observed gravity values.
 HE0342
 HE0342;                    North         East    Units  Estimated Accuracy
 HE0342;SPC MO W     -   152,520.      847,080.      MT  (+/- 180 meters Scaled)
 HE0342
 HE0342                          SUPERSEDED SURVEY CONTROL
 HE0342
 HE0342  NGVD 29 (??/??/92)  279.975  (m)          918.55   (f) ADJ UNCH    2 0
 HE0342
 HE0342.Superseded values are not recommended for survey control.
 HE0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0342.See file dsdata.txt to determine how the superseded data were derived.
 HE0342
 HE0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB645560(NAD 83)
 HE0342_MARKER: DB = BENCH MARK DISK
 HE0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0342_STAMPING: K 107 1934
 HE0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0342+STABILITY: SURFACE MOTION
 HE0342
 HE0342  HISTORY     - Date     Condition        Report By
 HE0342  HISTORY     - 1934     MONUMENTED       CGS
 HE0342  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HE0342
 HE0342                          STATION DESCRIPTION
 HE0342
 HE0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0342'1.4 MI S FROM LIBERAL.
 HE0342'1.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM LIBERAL,
 HE0342'BARTON COUNTY, 4 FEET WEST OF THE THIRTIETH POLE SOUTH OF
 HE0342'MILEPOST 344, 40 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK,
 HE0342'AND 21 FEET EAST OF THE CENTERLINE OF A ROAD.  A STANDARD DISK,
 HE0342'STAMPED K 107 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HE0342
 HE0342                          STATION RECOVERY (1987)
 HE0342
 HE0342'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBD)
 HE0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0026 ***********************************************************************
 GG0026  DESIGNATION -  K 108
 GG0026  PID         -  GG0026
 GG0026  STATE/COUNTY-  MO/MCDONALD
 GG0026  USGS QUAD   -  ANDERSON (1982)
 GG0026
 GG0026                         *CURRENT SURVEY CONTROL
 GG0026  ___________________________________________________________________
 GG0026* NAD 83(1986)-  36 43 28.     (N)    094 24 38.     (W)     SCALED    
 GG0026* NAVD 88     -       354.315  (meters)    1162.45   (feet)  ADJUSTED  
 GG0026  ___________________________________________________________________
 GG0026  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GG0026  DYNAMIC HT  -         354.017 (meters)    1161.47  (feet)  COMP
 GG0026  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 GG0026
 GG0026  VERT ORDER  -  SECOND    CLASS 0
 GG0026
 GG0026.The horizontal coordinates were scaled from a topographic map and have
 GG0026.an estimated accuracy of +/- 6 seconds.
 GG0026
 GG0026.The orthometric height was determined by differential leveling
 GG0026.and adjusted by the National Geodetic Survey in June 1991..
 GG0026
 GG0026.The geoid height was determined by GEOID03.
 GG0026
 GG0026.The dynamic height is computed by dividing the NAVD 88
 GG0026.geopotential number by the normal gravity value computed on the
 GG0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0026.degrees latitude (g = 980.6199 gals.).
 GG0026
 GG0026.The modeled gravity was interpolated from observed gravity values.
 GG0026
 GG0026;                    North         East    Units  Estimated Accuracy
 GG0026;SPC MO W     -    61,900.      857,990.      MT  (+/- 180 meters Scaled)
 GG0026
 GG0026                          SUPERSEDED SURVEY CONTROL
 GG0026
 GG0026  NGVD 29 (??/??/92)  354.186  (m)         1162.03   (f) ADJ UNCH    2 0
 GG0026
 GG0026.Superseded values are not recommended for survey control.
 GG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0026.See file dsdata.txt to determine how the superseded data were derived.
 GG0026
 GG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA740652(NAD 83)
 GG0026_MARKER: DB = BENCH MARK DISK
 GG0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0026_STAMPING: K 108 1935
 GG0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0026+STABILITY: SURFACE MOTION
 GG0026
 GG0026  HISTORY     - Date     Condition        Report By
 GG0026  HISTORY     - 1935     MONUMENTED       CGS
 GG0026  HISTORY     - 20060406 MARK NOT FOUND   MODNR
 GG0026
 GG0026                          STATION DESCRIPTION
 GG0026
 GG0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0026'1.2 MI S FROM GOODMAN.
 GG0026'1.2 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 GG0026'GOODMAN, MC DONALD COUNTY, 0.2 MILE NORTH OF MILEPOST 186,
 GG0026'AT THE SOUTH END OF A CUT, AND 40 FEET EAST OF THE TRACK.  A
 GG0026'STANDARD DISK, STAMPED K 108 1935 AND SET IN THE TOP OF A CONCRETE
 GG0026'POST.
 GG0026
 GG0026                          STATION RECOVERY (2006)
 GG0026
 GG0026'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0606 ***********************************************************************
 GF0606  DESIGNATION -  K 109
 GF0606  PID         -  GF0606
 GF0606  STATE/COUNTY-  MO/BARRY
 GF0606  USGS QUAD   -  EXETER (1974)
 GF0606
 GF0606                         *CURRENT SURVEY CONTROL
 GF0606  ___________________________________________________________________
 GF0606* NAD 83(1986)-  36 38 50.     (N)    093 57 52.     (W)     SCALED    
 GF0606* NAVD 88     -       471.871  (meters)    1548.13   (feet)  ADJUSTED  
 GF0606  ___________________________________________________________________
 GF0606  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 GF0606  DYNAMIC HT  -         471.461 (meters)    1546.79  (feet)  COMP
 GF0606  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 GF0606
 GF0606  VERT ORDER  -  SECOND    CLASS 0
 GF0606
 GF0606.The horizontal coordinates were scaled from a topographic map and have
 GF0606.an estimated accuracy of +/- 6 seconds.
 GF0606
 GF0606.The orthometric height was determined by differential leveling
 GF0606.and adjusted by the National Geodetic Survey in June 1991..
 GF0606
 GF0606.The geoid height was determined by GEOID03.
 GF0606
 GF0606.The dynamic height is computed by dividing the NAVD 88
 GF0606.geopotential number by the normal gravity value computed on the
 GF0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0606.degrees latitude (g = 980.6199 gals.).
 GF0606
 GF0606.The modeled gravity was interpolated from observed gravity values.
 GF0606
 GF0606;                    North         East    Units  Estimated Accuracy
 GF0606;SPC MO W     -    53,460.      897,890.      MT  (+/- 180 meters Scaled)
 GF0606
 GF0606                          SUPERSEDED SURVEY CONTROL
 GF0606
 GF0606  NGVD 29 (??/??/92)  471.712  (m)         1547.61   (f) ADJ UNCH    2 0
 GF0606
 GF0606.Superseded values are not recommended for survey control.
 GF0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0606.See file dsdata.txt to determine how the superseded data were derived.
 GF0606
 GF0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA137561(NAD 83)
 GF0606_MARKER: DB = BENCH MARK DISK
 GF0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0606_STAMPING: K 109 1935
 GF0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0606+STABILITY: SURFACE MOTION
 GF0606
 GF0606  HISTORY     - Date     Condition        Report By
 GF0606  HISTORY     - 1935     MONUMENTED       CGS
 GF0606  HISTORY     - 1974     MARK NOT FOUND   USGS
 GF0606
 GF0606                          STATION DESCRIPTION
 GF0606
 GF0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GF0606'0.7 MI W FROM WAYNE.
 GF0606'0.7 MILE WEST ALONG THE MISSOURI AND NORTH ARKANSAS RAILWAY
 GF0606'FROM WAYNE, BARRY COUNTY, 2 POLES EAST OF MILEPOST 51, AT A ROAD
 GF0606'CROSSING, 40 FEET EAST OF THE ROAD, AND 40 FEET SOUTH OF THE
 GF0606'TRACK.  A STANDARD DISK, STAMPED K 109 1935 AND SET IN THE
 GF0606'TOP OF A CONCRETE POST.
 GF0606
 GF0606                          STATION RECOVERY (1974)
 GF0606
 GF0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GF0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0344 ***********************************************************************
 JE0344  DESIGNATION -  K 11
 JE0344  PID         -  JE0344
 JE0344  STATE/COUNTY-  MO/BATES
 JE0344  USGS QUAD   -  ADRIAN (1981)
 JE0344
 JE0344                         *CURRENT SURVEY CONTROL
 JE0344  ___________________________________________________________________
 JE0344* NAD 83(1986)-  38 25 47.     (N)    094 21 12.     (W)     SCALED    
 JE0344* NAVD 88     -       259.027  (meters)     849.82   (feet)  ADJUSTED  
 JE0344  ___________________________________________________________________
 JE0344  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0344  DYNAMIC HT  -         258.845 (meters)     849.23  (feet)  COMP
 JE0344  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 JE0344
 JE0344  VERT ORDER  -  FIRST     CLASS II
 JE0344
 JE0344.The horizontal coordinates were scaled from a topographic map and have
 JE0344.an estimated accuracy of +/- 6 seconds.
 JE0344
 JE0344.The orthometric height was determined by differential leveling
 JE0344.and adjusted by the National Geodetic Survey in June 1991..
 JE0344
 JE0344.The geoid height was determined by GEOID03.
 JE0344
 JE0344.The dynamic height is computed by dividing the NAVD 88
 JE0344.geopotential number by the normal gravity value computed on the
 JE0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0344.degrees latitude (g = 980.6199 gals.).
 JE0344
 JE0344.The modeled gravity was interpolated from observed gravity values.
 JE0344
 JE0344;                    North         East    Units  Estimated Accuracy
 JE0344;SPC MO W     -   251,160.      862,810.      MT  (+/- 180 meters Scaled)
 JE0344
 JE0344                          SUPERSEDED SURVEY CONTROL
 JE0344
 JE0344  NGVD 29 (??/??/92)  258.905  (m)          849.42   (f) ADJ UNCH    1 2
 JE0344
 JE0344.Superseded values are not recommended for survey control.
 JE0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0344.See file dsdata.txt to determine how the superseded data were derived.
 JE0344
 JE0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC818543(NAD 83)
 JE0344_MARKER: DB = BENCH MARK DISK
 JE0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0344_SP_SET: CONCRETE POST
 JE0344_STAMPING: K 11 1938
 JE0344_MARK LOGO: USGS  
 JE0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0344+STABILITY: SURFACE MOTION
 JE0344
 JE0344  HISTORY     - Date     Condition        Report By
 JE0344  HISTORY     - 1938     MONUMENTED       USGS
 JE0344  HISTORY     - 1963     GOOD             NGS
 JE0344
 JE0344                          STATION DESCRIPTION
 JE0344
 JE0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0344'2.3 MI N FROM ADRIAN.
 JE0344'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0344'FROM THE STATION AT ADRIAN, 11 1/2 POLES SOUTH OF MILEPOST
 JE0344'275, 44 FEET WEST OF THE WEST RAIL, 51 FEET SOUTHWEST OF THE
 JE0344'CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD,
 JE0344'73 FEET SOUTH OF AND ACROSS THE GRAVELED ROAD FROM A POWER
 JE0344'POLE, 34 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH
 JE0344'OF A CORNER FENCE POST, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 JE0344'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND SET
 JE0344'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0333 ***********************************************************************
 KD0333  DESIGNATION -  K 11
 KD0333  PID         -  KD0333
 KD0333  STATE/COUNTY-  MO/CHARITON
 KD0333  USGS QUAD   -  SUMNER (1979)
 KD0333
 KD0333                         *CURRENT SURVEY CONTROL
 KD0333  ___________________________________________________________________
 KD0333* NAD 83(1986)-  39 39 09.     (N)    093 14 42.     (W)     SCALED    
 KD0333* NAVD 88     -       207.858  (meters)     681.95   (feet)  ADJUSTED  
 KD0333  ___________________________________________________________________
 KD0333  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KD0333  DYNAMIC HT  -         207.739 (meters)     681.56  (feet)  COMP
 KD0333  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 KD0333
 KD0333  VERT ORDER  -  FIRST     CLASS II
 KD0333
 KD0333.The horizontal coordinates were scaled from a topographic map and have
 KD0333.an estimated accuracy of +/- 6 seconds.
 KD0333
 KD0333.The orthometric height was determined by differential leveling
 KD0333.and adjusted by the National Geodetic Survey in June 1991..
 KD0333
 KD0333.The geoid height was determined by GEOID03.
 KD0333
 KD0333.The dynamic height is computed by dividing the NAVD 88
 KD0333.geopotential number by the normal gravity value computed on the
 KD0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0333.degrees latitude (g = 980.6199 gals.).
 KD0333
 KD0333.The modeled gravity was interpolated from observed gravity values.
 KD0333
 KD0333;                    North         East    Units  Estimated Accuracy
 KD0333;SPC MO C     -   424,130.      436,060.      MT  (+/- 180 meters Scaled)
 KD0333
 KD0333                          SUPERSEDED SURVEY CONTROL
 KD0333
 KD0333  NGVD 29 (??/??/92)  207.823  (m)          681.83   (f) ADJ UNCH    1 2
 KD0333
 KD0333.Superseded values are not recommended for survey control.
 KD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0333.See file dsdata.txt to determine how the superseded data were derived.
 KD0333
 KD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD789892(NAD 83)
 KD0333_MARKER: DB = BENCH MARK DISK
 KD0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0333_STAMPING: 681.544 K 11 1930
 KD0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0333+STABILITY: SURFACE MOTION
 KD0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0333+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 KD0333
 KD0333  HISTORY     - Date     Condition        Report By
 KD0333  HISTORY     - 1930     MONUMENTED       CGS
 KD0333  HISTORY     - 1949     GOOD             NGS
 KD0333  HISTORY     - 20041126 GOOD             GEOCAC
 KD0333
 KD0333                          STATION DESCRIPTION
 KD0333
 KD0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KD0333'AT SUMNER.
 KD0333'AT SUMNER, CHARITON COUNTY, 1/4 MILE SOUTH OF THE WABASH RAILROAD
 KD0333'STATION, 1/3 MILE NORTH OF MILEPOST 205, AT A ROAD CROSSING,
 KD0333'54 FEET NORTH OF THE ROAD, 34 FEET WEST OF THE TRACK, AND 53
 KD0333'FEET NORTHWEST OF A SWITCH FOR A SIDING.  A STANDARD DISK,
 KD0333'STAMPED 681.544 K 11 1930 AND SET IN THE TOP OF A CONCRETE
 KD0333'POST PROJECTING 2 INCHES ABOVE GROUND.
 KD0333
 KD0333                          STATION RECOVERY (2004)
 KD0333
 KD0333'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0805 ***********************************************************************
 JE0805  DESIGNATION -  K 11 B 2
 JE0805  PID         -  JE0805
 JE0805  STATE/COUNTY-  MO/BATES
 JE0805  USGS QUAD   -  DREXEL (1973)
 JE0805
 JE0805                         *CURRENT SURVEY CONTROL
 JE0805  ___________________________________________________________________
 JE0805* NAD 83(1986)-  38 23 44.     (N)    094 31 37.     (W)     SCALED    
 JE0805* NAVD 88     -       273.900  (meters)     898.62   (feet)  ADJUSTED  
 JE0805  ___________________________________________________________________
 JE0805  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0805  DYNAMIC HT  -         273.707 (meters)     897.99  (feet)  COMP
 JE0805  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 JE0805
 JE0805  VERT ORDER  -  SECOND    CLASS 0
 JE0805
 JE0805.The horizontal coordinates were scaled from a topographic map and have
 JE0805.an estimated accuracy of +/- 6 seconds.
 JE0805
 JE0805.The orthometric height was determined by differential leveling
 JE0805.and adjusted by the National Geodetic Survey in June 1991..
 JE0805
 JE0805.The geoid height was determined by GEOID03.
 JE0805
 JE0805.The dynamic height is computed by dividing the NAVD 88
 JE0805.geopotential number by the normal gravity value computed on the
 JE0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0805.degrees latitude (g = 980.6199 gals.).
 JE0805
 JE0805.The modeled gravity was interpolated from observed gravity values.
 JE0805
 JE0805;                    North         East    Units  Estimated Accuracy
 JE0805;SPC MO W     -   247,350.      847,650.      MT  (+/- 180 meters Scaled)
 JE0805
 JE0805                          SUPERSEDED SURVEY CONTROL
 JE0805
 JE0805  NGVD 29 (??/??/92)  273.778  (m)          898.22   (f) ADJ UNCH    2 0
 JE0805
 JE0805.Superseded values are not recommended for survey control.
 JE0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0805.See file dsdata.txt to determine how the superseded data were derived.
 JE0805
 JE0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC666508(NAD 83)
 JE0805_MARKER: DZ = AZIMUTH MARK DISK
 JE0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0805+STABILITY: SURFACE MOTION
 JE0805
 JE0805  HISTORY     - Date     Condition        Report By
 JE0805  HISTORY     - UNK      MONUMENTED       DOD
 JE0805  HISTORY     - 1963     GOOD             NGS
 JE0805
 JE0805                          STATION DESCRIPTION
 JE0805
 JE0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0805'9.8 MI W FROM ADRIAN.
 JE0805'ABOUT 9.65 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0805'PACIFIC RAILROAD STATION AT ADRAIN, THENCE 0.15 MILE SOUTHEAST
 JE0805'ACROSS COUNTRY, AND ON THE TOP SURFACE OVER THE CENTER HOLE
 JE0805'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 JE0805'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0808 ***********************************************************************
 JE0808  DESIGNATION -  K 11 Z
 JE0808  PID         -  JE0808
 JE0808  STATE/COUNTY-  MO/BATES
 JE0808  USGS QUAD   -  DREXEL (1973)
 JE0808
 JE0808                         *CURRENT SURVEY CONTROL
 JE0808  ___________________________________________________________________
 JE0808* NAD 83(1986)-  38 24 15.     (N)    094 31 43.     (W)     SCALED    
 JE0808* NAVD 88     -       278.147  (meters)     912.55   (feet)  ADJUSTED  
 JE0808  ___________________________________________________________________
 JE0808  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0808  DYNAMIC HT  -         277.951 (meters)     911.91  (feet)  COMP
 JE0808  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 JE0808
 JE0808  VERT ORDER  -  SECOND    CLASS 0
 JE0808
 JE0808.The horizontal coordinates were scaled from a topographic map and have
 JE0808.an estimated accuracy of +/- 6 seconds.
 JE0808
 JE0808.The orthometric height was determined by differential leveling
 JE0808.and adjusted by the National Geodetic Survey in June 1991..
 JE0808
 JE0808.The geoid height was determined by GEOID03.
 JE0808
 JE0808.The dynamic height is computed by dividing the NAVD 88
 JE0808.geopotential number by the normal gravity value computed on the
 JE0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0808.degrees latitude (g = 980.6199 gals.).
 JE0808
 JE0808.The modeled gravity was interpolated from observed gravity values.
 JE0808
 JE0808;                    North         East    Units  Estimated Accuracy
 JE0808;SPC MO W     -   248,310.      847,500.      MT  (+/- 180 meters Scaled)
 JE0808
 JE0808                          SUPERSEDED SURVEY CONTROL
 JE0808
 JE0808  NGVD 29 (??/??/92)  278.026  (m)          912.16   (f) ADJ UNCH    2 0
 JE0808
 JE0808.Superseded values are not recommended for survey control.
 JE0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0808.See file dsdata.txt to determine how the superseded data were derived.
 JE0808
 JE0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC665517(NAD 83)
 JE0808_MARKER: DS = TRIANGULATION STATION DISK
 JE0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0808_STAMPING: K 11 Z 1963
 JE0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0808+STABILITY: SURFACE MOTION
 JE0808
 JE0808  HISTORY     - Date     Condition        Report By
 JE0808  HISTORY     - 1963     MONUMENTED       CGS
 JE0808
 JE0808                          STATION DESCRIPTION
 JE0808
 JE0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0808'10.4 MI W FROM ADRIAN.
 JE0808'ABOUT 9.65 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0808'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 0.55 MILE NORTH
 JE0808'ALONG A GRAVELED ROAD, 228 FEET NORTH OF THE EXTENDED CENTER LINE
 JE0808'OF A PRIVATE DRIVEWAY LEADING EAST, 43.4 FEET NORTH OF K 11 Z
 JE0808'R.M. 2, 38.0 FEET WEST OF AND ACROSS THE ROAD FROM K 11 Z R.M. 1,
 JE0808'7.7 FEET SOUTHEAST OF A METAL WITNESS POST, 18 FEET WEST OF THE
 JE0808'CENTER LINE OF THE ROAD, 4 FEET EAST OF A FENCE, AND SET IN THE
 JE0808'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0806 ***********************************************************************
 JE0806  DESIGNATION -  K 11 Z RM 1
 JE0806  PID         -  JE0806
 JE0806  STATE/COUNTY-  MO/BATES
 JE0806  USGS QUAD   -  DREXEL (1973)
 JE0806
 JE0806                         *CURRENT SURVEY CONTROL
 JE0806  ___________________________________________________________________
 JE0806* NAD 83(1986)-  38 24 15.     (N)    094 31 43.     (W)     SCALED    
 JE0806* NAVD 88     -       278.265  (meters)     912.94   (feet)  ADJUSTED  
 JE0806  ___________________________________________________________________
 JE0806  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0806  DYNAMIC HT  -         278.069 (meters)     912.30  (feet)  COMP
 JE0806  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 JE0806
 JE0806  VERT ORDER  -  SECOND    CLASS 0
 JE0806
 JE0806.The horizontal coordinates were scaled from a topographic map and have
 JE0806.an estimated accuracy of +/- 6 seconds.
 JE0806
 JE0806.The orthometric height was determined by differential leveling
 JE0806.and adjusted by the National Geodetic Survey in June 1991..
 JE0806
 JE0806.The geoid height was determined by GEOID03.
 JE0806
 JE0806.The dynamic height is computed by dividing the NAVD 88
 JE0806.geopotential number by the normal gravity value computed on the
 JE0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0806.degrees latitude (g = 980.6199 gals.).
 JE0806
 JE0806.The modeled gravity was interpolated from observed gravity values.
 JE0806
 JE0806;                    North         East    Units  Estimated Accuracy
 JE0806;SPC MO W     -   248,310.      847,500.      MT  (+/- 180 meters Scaled)
 JE0806
 JE0806                          SUPERSEDED SURVEY CONTROL
 JE0806
 JE0806  NGVD 29 (??/??/92)  278.143  (m)          912.54   (f) ADJ UNCH    2 0
 JE0806
 JE0806.Superseded values are not recommended for survey control.
 JE0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0806.See file dsdata.txt to determine how the superseded data were derived.
 JE0806
 JE0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC665517(NAD 83)
 JE0806_MARKER: DR = REFERENCE MARK DISK
 JE0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0806_STAMPING: K 11 Z NO 1 1963
 JE0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0806+STABILITY: SURFACE MOTION
 JE0806
 JE0806  HISTORY     - Date     Condition        Report By
 JE0806  HISTORY     - 1963     MONUMENTED       CGS
 JE0806
 JE0806                          STATION DESCRIPTION
 JE0806
 JE0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0806'10.4 MI W FROM ADRAIN.
 JE0806'ABOUT 9.65 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0806'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 0.55 MILE NORTH
 JE0806'ALONG A GRAVELED ROAD, 20 FEET EAST OF THE CENTER LINE OF THE
 JE0806'ROAD, 142 FEET SOUTH OF A POWER POLE, 38 FEET EAST OF AND ACROSS
 JE0806'THE ROAD FROM K 11 Z 1963, 1 FOOT WEST OF A FENCE, ABOUT LEVEL
 JE0806'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JE0806'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0807 ***********************************************************************
 JE0807  DESIGNATION -  K 11 Z RM 2
 JE0807  PID         -  JE0807
 JE0807  STATE/COUNTY-  MO/BATES
 JE0807  USGS QUAD   -  DREXEL (1973)
 JE0807
 JE0807                         *CURRENT SURVEY CONTROL
 JE0807  ___________________________________________________________________
 JE0807* NAD 83(1986)-  38 24 15.     (N)    094 31 43.     (W)     SCALED    
 JE0807* NAVD 88     -       278.168  (meters)     912.62   (feet)  ADJUSTED  
 JE0807  ___________________________________________________________________
 JE0807  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0807  DYNAMIC HT  -         277.972 (meters)     911.98  (feet)  COMP
 JE0807  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 JE0807
 JE0807  VERT ORDER  -  SECOND    CLASS 0
 JE0807
 JE0807.The horizontal coordinates were scaled from a topographic map and have
 JE0807.an estimated accuracy of +/- 6 seconds.
 JE0807
 JE0807.The orthometric height was determined by differential leveling
 JE0807.and adjusted by the National Geodetic Survey in June 1991..
 JE0807
 JE0807.The geoid height was determined by GEOID03.
 JE0807
 JE0807.The dynamic height is computed by dividing the NAVD 88
 JE0807.geopotential number by the normal gravity value computed on the
 JE0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0807.degrees latitude (g = 980.6199 gals.).
 JE0807
 JE0807.The modeled gravity was interpolated from observed gravity values.
 JE0807
 JE0807;                    North         East    Units  Estimated Accuracy
 JE0807;SPC MO W     -   248,310.      847,500.      MT  (+/- 180 meters Scaled)
 JE0807
 JE0807                          SUPERSEDED SURVEY CONTROL
 JE0807
 JE0807  NGVD 29 (??/??/92)  278.047  (m)          912.23   (f) ADJ UNCH    2 0
 JE0807
 JE0807.Superseded values are not recommended for survey control.
 JE0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0807.See file dsdata.txt to determine how the superseded data were derived.
 JE0807
 JE0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC665517(NAD 83)
 JE0807_MARKER: DR = REFERENCE MARK DISK
 JE0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0807_STAMPING: K 11 Z NO 2 1963
 JE0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0807+STABILITY: SURFACE MOTION
 JE0807
 JE0807  HISTORY     - Date     Condition        Report By
 JE0807  HISTORY     - 1963     MONUMENTED       CGS
 JE0807
 JE0807                          STATION DESCRIPTION
 JE0807
 JE0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0807'10.4 MI W FROM ADRIAN.
 JE0807'ABOUT 9.65 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0807'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 0.55 MILE NORTH ALONG
 JE0807'A GRAVELED ROAD, 43.4 FEET SOUTH OF K 11 Z 1963, 21 FEET WEST
 JE0807'OF THE CENTER LINE OF THE ROAD, 1.0 FOOT EAST OF A FENCE, ABOUT
 JE0807'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JE0807'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0679 ***********************************************************************
 HD0679  DESIGNATION -  K 111
 HD0679  PID         -  HD0679
 HD0679  STATE/COUNTY-  MO/GREENE
 HD0679  USGS QUAD   -  GALLOWAY (1975)
 HD0679
 HD0679                         *CURRENT SURVEY CONTROL
 HD0679  ___________________________________________________________________
 HD0679* NAD 83(1986)-  37 13 59.     (N)    093 14 01.     (W)     SCALED    
 HD0679* NAVD 88     -       420.057  (meters)    1378.14   (feet)  ADJUSTED  
 HD0679  ___________________________________________________________________
 HD0679  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HD0679  DYNAMIC HT  -         419.721 (meters)    1377.03  (feet)  COMP
 HD0679  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 HD0679
 HD0679  VERT ORDER  -  SECOND    CLASS 0
 HD0679
 HD0679.The horizontal coordinates were scaled from a topographic map and have
 HD0679.an estimated accuracy of +/- 6 seconds.
 HD0679
 HD0679.The orthometric height was determined by differential leveling
 HD0679.and adjusted by the National Geodetic Survey in June 1991..
 HD0679
 HD0679.The geoid height was determined by GEOID03.
 HD0679
 HD0679.The dynamic height is computed by dividing the NAVD 88
 HD0679.geopotential number by the normal gravity value computed on the
 HD0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0679.degrees latitude (g = 980.6199 gals.).
 HD0679
 HD0679.The modeled gravity was interpolated from observed gravity values.
 HD0679
 HD0679;                    North         East    Units  Estimated Accuracy
 HD0679;SPC MO C     -   155,570.      434,900.      MT  (+/- 180 meters Scaled)
 HD0679
 HD0679                          SUPERSEDED SURVEY CONTROL
 HD0679
 HD0679  NGVD 29 (??/??/92)  419.925  (m)         1377.70   (f) ADJ UNCH    2 0
 HD0679
 HD0679.Superseded values are not recommended for survey control.
 HD0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0679.See file dsdata.txt to determine how the superseded data were derived.
 HD0679
 HD0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB792207(NAD 83)
 HD0679_MARKER: DB = BENCH MARK DISK
 HD0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0679_STAMPING: K 111 1935
 HD0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0679+STABILITY: SURFACE MOTION
 HD0679
 HD0679  HISTORY     - Date     Condition        Report By
 HD0679  HISTORY     - 1935     MONUMENTED       CGS
 HD0679  HISTORY     - 1959     MARK NOT FOUND   USGS
 HD0679
 HD0679                          STATION DESCRIPTION
 HD0679
 HD0679'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HD0679'2 MI E FROM SPRINGFIELD.
 HD0679'2.0 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0679'THE EASTERN JUNCTION NEAR SPRINGFIELD, GREENE COUNTY, AT POLE
 HD0679'234/32, 3 RAILS WEST OF A ROAD CROSSING, 50 FEET SOUTH OF THE
 HD0679'TRACK, AND 4 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 HD0679'K 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0467 ***********************************************************************
 HD0467  DESIGNATION -  K 112
 HD0467  PID         -  HD0467
 HD0467  STATE/COUNTY-  MO/LACLEDE
 HD0467  USGS QUAD   -  LEBANON (1978)
 HD0467
 HD0467                         *CURRENT SURVEY CONTROL
 HD0467  ___________________________________________________________________
 HD0467* NAD 83(1986)-  37 37 36.     (N)    092 42 36.     (W)     SCALED    
 HD0467* NAVD 88     -       386.134  (meters)    1266.84   (feet)  ADJUSTED  
 HD0467  ___________________________________________________________________
 HD0467  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HD0467  DYNAMIC HT  -         385.835 (meters)    1265.86  (feet)  COMP
 HD0467  MODELED GRAV-     979,844.2   (mgal)                       NAVD 88
 HD0467
 HD0467  VERT ORDER  -  SECOND    CLASS 0
 HD0467
 HD0467.The horizontal coordinates were scaled from a topographic map and have
 HD0467.an estimated accuracy of +/- 6 seconds.
 HD0467
 HD0467.The orthometric height was determined by differential leveling
 HD0467.and adjusted by the National Geodetic Survey in June 1991..
 HD0467
 HD0467.The geoid height was determined by GEOID03.
 HD0467
 HD0467.The dynamic height is computed by dividing the NAVD 88
 HD0467.geopotential number by the normal gravity value computed on the
 HD0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0467.degrees latitude (g = 980.6199 gals.).
 HD0467
 HD0467.The modeled gravity was interpolated from observed gravity values.
 HD0467
 HD0467;                    North         East    Units  Estimated Accuracy
 HD0467;SPC MO C     -   199,020.      481,460.      MT  (+/- 180 meters Scaled)
 HD0467
 HD0467                          SUPERSEDED SURVEY CONTROL
 HD0467
 HD0467  NGVD 29 (??/??/92)  386.020  (m)         1266.47   (f) ADJ UNCH    2 0
 HD0467
 HD0467.Superseded values are not recommended for survey control.
 HD0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0467.See file dsdata.txt to determine how the superseded data were derived.
 HD0467
 HD0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB255644(NAD 83)
 HD0467_MARKER: DB = BENCH MARK DISK
 HD0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0467_STAMPING: K 112 1935
 HD0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0467+STABILITY: SURFACE MOTION
 HD0467
 HD0467  HISTORY     - Date     Condition        Report By
 HD0467  HISTORY     - 1935     MONUMENTED       CGS
 HD0467  HISTORY     - 1975     MARK NOT FOUND   USGS
 HD0467  HISTORY     - 1975     MARK NOT FOUND   USGS
 HD0467
 HD0467                          STATION DESCRIPTION
 HD0467
 HD0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0467'1 MI NE FROM BRUSH CREEK.
 HD0467'1.0 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0467'FROM THE STATION AT BRUSH CREEK, AT POLE 186/15, 30 FEET WEST
 HD0467'OF A ROAD CROSSING, AND 30 FEET SOUTH OF THE TRACK.  A STANDARD
 HD0467'DISK, STAMPED K 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HD0467
 HD0467                          STATION RECOVERY (1975)
 HD0467
 HD0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HD0467'MARK NOT FOUND.
 HD0467
 HD0467                          STATION RECOVERY (1975)
 HD0467
 HD0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HD0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0244 ***********************************************************************
 HD0244  DESIGNATION -  K 113
 HD0244  PID         -  HD0244
 HD0244  STATE/COUNTY-  MO/TEXAS
 HD0244  USGS QUAD   -  ROUBIDOUX (1987)
 HD0244
 HD0244                         *CURRENT SURVEY CONTROL
 HD0244  ___________________________________________________________________
 HD0244* NAD 83(1986)-  37 29 36.     (N)    092 07 39.     (W)     SCALED    
 HD0244* NAVD 88     -       425.079  (meters)    1394.61   (feet)  ADJUSTED  
 HD0244  ___________________________________________________________________
 HD0244  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HD0244  DYNAMIC HT  -         424.735 (meters)    1393.48  (feet)  COMP
 HD0244  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 HD0244
 HD0244  VERT ORDER  -  SECOND    CLASS 0
 HD0244
 HD0244.The horizontal coordinates were scaled from a topographic map and have
 HD0244.an estimated accuracy of +/- 6 seconds.
 HD0244
 HD0244.The orthometric height was determined by differential leveling
 HD0244.and adjusted by the National Geodetic Survey in June 1991..
 HD0244
 HD0244.The geoid height was determined by GEOID03.
 HD0244
 HD0244.The dynamic height is computed by dividing the NAVD 88
 HD0244.geopotential number by the normal gravity value computed on the
 HD0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0244.degrees latitude (g = 980.6199 gals.).
 HD0244
 HD0244.The modeled gravity was interpolated from observed gravity values.
 HD0244
 HD0244;                    North         East    Units  Estimated Accuracy
 HD0244;SPC MO C     -   184,270.      532,940.      MT  (+/- 180 meters Scaled)
 HD0244
 HD0244                          SUPERSEDED SURVEY CONTROL
 HD0244
 HD0244  NGVD 29 (??/??/92)  424.957  (m)         1394.21   (f) ADJ UNCH    2 0
 HD0244
 HD0244.Superseded values are not recommended for survey control.
 HD0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0244.See file dsdata.txt to determine how the superseded data were derived.
 HD0244
 HD0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB771499(NAD 83)
 HD0244_MARKER: DB = BENCH MARK DISK
 HD0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0244_STAMPING: K 113 1935
 HD0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0244+STABILITY: SURFACE MOTION
 HD0244
 HD0244  HISTORY     - Date     Condition        Report By
 HD0244  HISTORY     - 1935     MONUMENTED       CGS
 HD0244  HISTORY     - 1977     GOOD             NGS
 HD0244  HISTORY     - 1977     GOOD             NGS
 HD0244
 HD0244                          STATION DESCRIPTION
 HD0244
 HD0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0244'2 MI SE FROM ROBY.
 HD0244'2.0 MILES SOUTHEAST ALONG STATE HIGWAY 32 FROM THE JUNCTION
 HD0244'OF STATE HIGHWAY 17 AT ROBY, TEXAS COUNTY, 75 YARDS SOUTHEAST
 HD0244'OF THE CULVERT ON WHICH CHISELED SQUARE 1393.8 (U.S.G.S.) IS
 HD0244'LOCATED, AND 30 FEET WST OF THE CENTERLINE OF THE HIGHWAY.
 HD0244'A STANDARD DISK, STAMPED K 113 1935 AND SET IN THE TOP OF A
 HD0244'CONCRETE POST.
 HD0244
 HD0244                          STATION RECOVERY (1977)
 HD0244
 HD0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0244'RECOVERED IN GOOD CONDITION.
 HD0244
 HD0244                          STATION RECOVERY (1977)
 HD0244
 HD0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0161 ***********************************************************************
 HC0161  DESIGNATION -  K 114
 HC0161  PID         -  HC0161
 HC0161  STATE/COUNTY-  MO/REYNOLDS
 HC0161  USGS QUAD   -  ELLINGTON (1985)
 HC0161
 HC0161                         *CURRENT SURVEY CONTROL
 HC0161  ___________________________________________________________________
 HC0161* NAD 83(1986)-  37 08 49.     (N)    090 53 48.     (W)     SCALED    
 HC0161* NAVD 88     -       187.790  (meters)     616.11   (feet)  POSTED    
 HC0161  ___________________________________________________________________
 HC0161  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HC0161  DYNAMIC HT  -         187.640 (meters)     615.62  (feet)  COMP
 HC0161  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 HC0161
 HC0161  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0161
 HC0161.The horizontal coordinates were scaled from a topographic map and have
 HC0161.an estimated accuracy of +/- 6 seconds.
 HC0161
 HC0161.The orthometric height was determined by differential leveling
 HC0161.and adjusted by the National Geodetic Survey in 1992..
 HC0161.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0161.rate of 0.0 thru 1.0 mm/km.
 HC0161
 HC0161.The geoid height was determined by GEOID03.
 HC0161
 HC0161.The dynamic height is computed by dividing the NAVD 88
 HC0161.geopotential number by the normal gravity value computed on the
 HC0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0161.degrees latitude (g = 980.6199 gals.).
 HC0161
 HC0161.The modeled gravity was interpolated from observed gravity values.
 HC0161
 HC0161;                    North         East    Units  Estimated Accuracy
 HC0161;SPC MO E     -   145,830.      214,760.      MT  (+/- 180 meters Scaled)
 HC0161
 HC0161                          SUPERSEDED SURVEY CONTROL
 HC0161
 HC0161  NGVD 29 (??/??/92)  187.754  (m)          615.99   (f) ADJ UNCH    2 0
 HC0161
 HC0161.Superseded values are not recommended for survey control.
 HC0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0161.See file dsdata.txt to determine how the superseded data were derived.
 HC0161
 HC0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB867132(NAD 83)
 HC0161_MARKER: DB = BENCH MARK DISK
 HC0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0161_STAMPING: K 114 1935
 HC0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0161+STABILITY: SURFACE MOTION
 HC0161
 HC0161  HISTORY     - Date     Condition        Report By
 HC0161  HISTORY     - 1935     MONUMENTED       CGS
 HC0161
 HC0161                          STATION DESCRIPTION
 HC0161
 HC0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0161'AT RUBLE.
 HC0161'AT RUBLE, ON THE MISSOURI SOUTHERN RAILROAD, 40 FEET EAST OF THE
 HC0161'POST OFFICE, 40 FEET WEST OF A HOUSE, AND 10 FEET EAST OF THE
 HC0161'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 114 1935
 HC0161'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0488 ***********************************************************************
 HC0488  DESIGNATION -  K 115
 HC0488  PID         -  HC0488
 HC0488  STATE/COUNTY-  MO/DENT
 HC0488  USGS QUAD   -  STONE HILL (1981)
 HC0488
 HC0488                         *CURRENT SURVEY CONTROL
 HC0488  ___________________________________________________________________
 HC0488* NAD 83(1986)-  37 30 22.     (N)    091 15 13.     (W)     SCALED    
 HC0488* NAVD 88     -       403.421  (meters)    1323.56   (feet)  ADJUSTED  
 HC0488  ___________________________________________________________________
 HC0488  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 HC0488  DYNAMIC HT  -         403.097 (meters)    1322.49  (feet)  COMP
 HC0488  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 HC0488
 HC0488  VERT ORDER  -  SECOND    CLASS 0
 HC0488
 HC0488.The horizontal coordinates were scaled from a topographic map and have
 HC0488.an estimated accuracy of +/- 6 seconds.
 HC0488
 HC0488.The orthometric height was determined by differential leveling
 HC0488.and adjusted by the National Geodetic Survey in June 1991..
 HC0488
 HC0488.The geoid height was determined by GEOID03.
 HC0488
 HC0488.The dynamic height is computed by dividing the NAVD 88
 HC0488.geopotential number by the normal gravity value computed on the
 HC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0488.degrees latitude (g = 980.6199 gals.).
 HC0488
 HC0488.The modeled gravity was interpolated from observed gravity values.
 HC0488
 HC0488;                    North         East    Units  Estimated Accuracy
 HC0488;SPC MO E     -   185,890.      183,370.      MT  (+/- 180 meters Scaled)
 HC0488
 HC0488                          SUPERSEDED SURVEY CONTROL
 HC0488
 HC0488  NGVD 29 (??/??/92)  403.366  (m)         1323.38   (f) ADJ UNCH    2 0
 HC0488
 HC0488.Superseded values are not recommended for survey control.
 HC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0488.See file dsdata.txt to determine how the superseded data were derived.
 HC0488
 HC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB543524(NAD 83)
 HC0488_MARKER: DB = BENCH MARK DISK
 HC0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0488_STAMPING: K 115 1935
 HC0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0488+STABILITY: SURFACE MOTION
 HC0488
 HC0488  HISTORY     - Date     Condition        Report By
 HC0488  HISTORY     - 1935     MONUMENTED       CGS
 HC0488
 HC0488                          STATION DESCRIPTION
 HC0488
 HC0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0488'4.4 MI NW FROM BUNKER.
 HC0488'IN DENT COUNTY, 4.4 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM
 HC0488'THE MISSOURI SOUTHERN RAILROAD STATION AT BUNKER, REYNOLDS
 HC0488'COUNTY, AT THE JUNCTION OF A ROAD LEADING TO C.C.C. CAMP 1730,
 HC0488'40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 40 FEET EAST
 HC0488'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K
 HC0488'115 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0293 ***********************************************************************
 HC0293  DESIGNATION -  K 116
 HC0293  PID         -  HC0293
 HC0293  STATE/COUNTY-  MO/IRON
 HC0293  USGS QUAD   -  LESTERVILLE (1968)
 HC0293
 HC0293                         *CURRENT SURVEY CONTROL
 HC0293  ___________________________________________________________________
 HC0293* NAD 83(1986)-  37 28 03.     (N)    090 45 49.     (W)     SCALED    
 HC0293* NAVD 88     -       262.808  (meters)     862.23   (feet)  ADJUSTED  
 HC0293  ___________________________________________________________________
 HC0293  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 HC0293  DYNAMIC HT  -         262.605 (meters)     861.56  (feet)  COMP
 HC0293  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 HC0293
 HC0293  VERT ORDER  -  SECOND    CLASS 0
 HC0293
 HC0293.The horizontal coordinates were scaled from a topographic map and have
 HC0293.an estimated accuracy of +/- 6 seconds.
 HC0293
 HC0293.The orthometric height was determined by differential leveling
 HC0293.and adjusted by the National Geodetic Survey in June 1991..
 HC0293
 HC0293.The geoid height was determined by GEOID03.
 HC0293
 HC0293.The dynamic height is computed by dividing the NAVD 88
 HC0293.geopotential number by the normal gravity value computed on the
 HC0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0293.degrees latitude (g = 980.6199 gals.).
 HC0293
 HC0293.The modeled gravity was interpolated from observed gravity values.
 HC0293
 HC0293;                    North         East    Units  Estimated Accuracy
 HC0293;SPC MO E     -   181,370.      226,680.      MT  (+/- 180 meters Scaled)
 HC0293
 HC0293                          SUPERSEDED SURVEY CONTROL
 HC0293
 HC0293  NGVD 29 (??/??/92)  262.794  (m)          862.18   (f) ADJ UNCH    2 0
 HC0293
 HC0293.Superseded values are not recommended for survey control.
 HC0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0293.See file dsdata.txt to determine how the superseded data were derived.
 HC0293
 HC0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB977490(NAD 83)
 HC0293_MARKER: DB = BENCH MARK DISK
 HC0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0293_STAMPING: K 116 1935
 HC0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0293+STABILITY: SURFACE MOTION
 HC0293
 HC0293  HISTORY     - Date     Condition        Report By
 HC0293  HISTORY     - 1935     MONUMENTED       CGS
 HC0293
 HC0293                          STATION DESCRIPTION
 HC0293
 HC0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0293'4.7 MI NE FROM LESTERVILLE.
 HC0293'IN IRON COUNTY, 4.7 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM
 HC0293'LESTERVILLE, REYNOLDS COUNTY, 300 YARDS WEST OF A SHARP CURVE,
 HC0293'40 FEET EAST OF A FARM GATE, AND 40 FEET NORTH OF THE CENTERLINE
 HC0293'OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 116 1935 AND SET IN THE
 HC0293'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1428 ***********************************************************************
 JD1428  DESIGNATION -  K 119
 JD1428  PID         -  JD1428
 JD1428  STATE/COUNTY-  MO/HENRY
 JD1428  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1428
 JD1428                         *CURRENT SURVEY CONTROL
 JD1428  ___________________________________________________________________
 JD1428* NAD 83(1986)-  38 19 57.     (N)    093 49 21.     (W)     SCALED    
 JD1428* NAVD 88     -       218.191  (meters)     715.85   (feet)  ADJUSTED  
 JD1428  ___________________________________________________________________
 JD1428  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JD1428  DYNAMIC HT  -         218.039 (meters)     715.35  (feet)  COMP
 JD1428  MODELED GRAV-     979,926.5   (mgal)                       NAVD 88
 JD1428
 JD1428  VERT ORDER  -  SECOND    CLASS 0
 JD1428
 JD1428.The horizontal coordinates were scaled from a topographic map and have
 JD1428.an estimated accuracy of +/- 6 seconds.
 JD1428
 JD1428.The orthometric height was determined by differential leveling
 JD1428.and adjusted by the National Geodetic Survey in June 1991..
 JD1428
 JD1428.The geoid height was determined by GEOID03.
 JD1428
 JD1428.The dynamic height is computed by dividing the NAVD 88
 JD1428.geopotential number by the normal gravity value computed on the
 JD1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1428.degrees latitude (g = 980.6199 gals.).
 JD1428
 JD1428.The modeled gravity was interpolated from observed gravity values.
 JD1428
 JD1428;                    North         East    Units  Estimated Accuracy
 JD1428;SPC MO W     -   240,570.      909,230.      MT  (+/- 180 meters Scaled)
 JD1428
 JD1428                          SUPERSEDED SURVEY CONTROL
 JD1428
 JD1428  NGVD 29 (??/??/92)  218.086  (m)          715.50   (f) ADJ UNCH    2 0
 JD1428
 JD1428.Superseded values are not recommended for survey control.
 JD1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1428.See file dsdata.txt to determine how the superseded data were derived.
 JD1428
 JD1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC281430(NAD 83)
 JD1428_MARKER: DB = BENCH MARK DISK
 JD1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1428_STAMPING: K 119 1935
 JD1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1428+STABILITY: SURFACE MOTION
 JD1428
 JD1428  HISTORY     - Date     Condition        Report By
 JD1428  HISTORY     - 1935     MONUMENTED       CGS
 JD1428  HISTORY     - 1962     GOOD             NGS
 JD1428  HISTORY     - 1963     GOOD             NGS
 JD1428
 JD1428                          STATION DESCRIPTION
 JD1428
 JD1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1428'3.6 MI SW FROM CLINTON.
 JD1428'ABOUT 3.55 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1428'RAILROAD FROM THE STATION AT CLINTON, OR 3.3 MILES NORTHEAST
 JD1428'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM THE STATION
 JD1428'AT LADUE, IN SECTION 20, T 41 N, R 26 W, AT A CROSSING OF THE
 JD1428'RAILROAD AND A ROAD, 5 POLES SOUTHWEST OF MILEPOST 270, 41 FEET
 JD1428'SOUTHEAST OF THE SOUTHEAST RAIL, 49 FEET EAST OF THE CENTER
 JD1428'LINE OF THE ROAD, 2 1/2 FEET NORTH OF A POWER POLE, 1 FOOT
 JD1428'NORTHWEST OF A FENCE, 0.9 FOOT NORTHEAST OF A METAL WITNESS
 JD1428'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 JD1428'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JD1428
 JD1428                          STATION RECOVERY (1963)
 JD1428
 JD1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0217 ***********************************************************************
 KD0217  DESIGNATION -  K 12
 KD0217  PID         -  KD0217
 KD0217  STATE/COUNTY-  MO/HOWARD
 KD0217  USGS QUAD   -  GLASGOW (1971)
 KD0217
 KD0217                         *CURRENT SURVEY CONTROL
 KD0217  ___________________________________________________________________
 KD0217* NAD 83(1986)-  39 13 43.     (N)    092 50 48.     (W)     SCALED    
 KD0217* NAVD 88     -       198.106  (meters)     649.95   (feet)  ADJUSTED  
 KD0217  ___________________________________________________________________
 KD0217  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KD0217  DYNAMIC HT  -         197.986 (meters)     649.56  (feet)  COMP
 KD0217  MODELED GRAV-     980,015.8   (mgal)                       NAVD 88
 KD0217
 KD0217  VERT ORDER  -  FIRST     CLASS II
 KD0217
 KD0217.The horizontal coordinates were scaled from a topographic map and have
 KD0217.an estimated accuracy of +/- 6 seconds.
 KD0217
 KD0217.The orthometric height was determined by differential leveling
 KD0217.and adjusted by the National Geodetic Survey in June 1991..
 KD0217
 KD0217.The geoid height was determined by GEOID03.
 KD0217
 KD0217.The dynamic height is computed by dividing the NAVD 88
 KD0217.geopotential number by the normal gravity value computed on the
 KD0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0217.degrees latitude (g = 980.6199 gals.).
 KD0217
 KD0217.The modeled gravity was interpolated from observed gravity values.
 KD0217
 KD0217;                    North         East    Units  Estimated Accuracy
 KD0217;SPC MO C     -   376,870.      470,070.      MT  (+/- 180 meters Scaled)
 KD0217
 KD0217                          SUPERSEDED SURVEY CONTROL
 KD0217
 KD0217  NGVD 29 (??/??/92)  198.079  (m)          649.86   (f) ADJ UNCH    1 2
 KD0217
 KD0217.Superseded values are not recommended for survey control.
 KD0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0217.See file dsdata.txt to determine how the superseded data were derived.
 KD0217
 KD0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD132421(NAD 83)
 KD0217_MARKER: DB = BENCH MARK DISK
 KD0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0217_STAMPING: K 12 1930
 KD0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0217+STABILITY: SURFACE MOTION
 KD0217
 KD0217  HISTORY     - Date     Condition        Report By
 KD0217  HISTORY     - 1930     MONUMENTED       CGS
 KD0217  HISTORY     - 1948     GOOD             NGS
 KD0217
 KD0217                          STATION DESCRIPTION
 KD0217
 KD0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0217'AT GLASGOW.
 KD0217'AT GLASGOW, 137.0 FEET WEST AND 161.0 FEET NORTH OF THE CENTER LINE
 KD0217'OF STATE HIGHWAY 240 MEASURED FROM A POINT WHERE THE HIGHWAY TURNS
 KD0217'TO THE EAST FROM THE SOUTH, 181.0 FEET NORTH OF THE NORTH END OF THE
 KD0217'ALTON RAILROAD SWITCH TRACKS, IN THE REAR OF THE ZUMSTEG GARAGE,
 KD0217'31.0 FEET WEST OF THE NORTHWEST CORNER OF THE ZUMSTEG GARAGE, 75.0
 KD0217'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GEORGE MOLKE HOME,
 KD0217'32.0 FEET EAST OF THE CHARITON RIVER BANK, 2.0 FEET SOUTH OF THE
 KD0217'NORTHWEST FENCE CORNER POST, 3.0 FEET NORTH OF A 4 X 4 REFERENCE
 KD0217'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT UNDERGROUND.
 KD0217'NOTE-- THE WABASH STATION AND TRACKS REFERRED TO THE PREVIOUS
 KD0217'DESCRIPTION HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0360 ***********************************************************************
 JE0360  DESIGNATION -  K 12
 JE0360  PID         -  JE0360
 JE0360  STATE/COUNTY-  MO/BATES
 JE0360  USGS QUAD   -  ADRIAN (1981)
 JE0360
 JE0360                         *CURRENT SURVEY CONTROL
 JE0360  ___________________________________________________________________
 JE0360* NAD 83(1986)-  38 27 32.     (N)    094 21 22.     (W)     SCALED    
 JE0360* NAVD 88     -       247.835  (meters)     813.11   (feet)  ADJUSTED  
 JE0360  ___________________________________________________________________
 JE0360  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0360  DYNAMIC HT  -         247.661 (meters)     812.53  (feet)  COMP
 JE0360  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 JE0360
 JE0360  VERT ORDER  -  FIRST     CLASS II
 JE0360
 JE0360.The horizontal coordinates were scaled from a topographic map and have
 JE0360.an estimated accuracy of +/- 6 seconds.
 JE0360
 JE0360.The orthometric height was determined by differential leveling
 JE0360.and adjusted by the National Geodetic Survey in June 1991..
 JE0360.WARNING-Repeat measurements at this control monument indicate possible
 JE0360.vertical movement.
 JE0360
 JE0360.The geoid height was determined by GEOID03.
 JE0360
 JE0360.The dynamic height is computed by dividing the NAVD 88
 JE0360.geopotential number by the normal gravity value computed on the
 JE0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0360.degrees latitude (g = 980.6199 gals.).
 JE0360
 JE0360.The modeled gravity was interpolated from observed gravity values.
 JE0360
 JE0360;                    North         East    Units  Estimated Accuracy
 JE0360;SPC MO W     -   254,390.      862,560.      MT  (+/- 180 meters Scaled)
 JE0360
 JE0360                          SUPERSEDED SURVEY CONTROL
 JE0360
 JE0360  NGVD 29 (??/??/92)  247.717  (m)          812.72   (f) ADJ UNCH    1 2
 JE0360
 JE0360.Superseded values are not recommended for survey control.
 JE0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0360.See file dsdata.txt to determine how the superseded data were derived.
 JE0360
 JE0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC816576(NAD 83)
 JE0360_MARKER: DB = BENCH MARK DISK
 JE0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0360_SP_SET: CONCRETE POST
 JE0360_STAMPING: K 12 1938
 JE0360_MARK LOGO: USGS  
 JE0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0360+STABILITY: SURFACE MOTION
 JE0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0360+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 JE0360
 JE0360  HISTORY     - Date     Condition        Report By
 JE0360  HISTORY     - 1938     MONUMENTED       USGS
 JE0360  HISTORY     - 1963     GOOD             NGS
 JE0360  HISTORY     - 20051126 GOOD             INDIV
 JE0360
 JE0360                          STATION DESCRIPTION
 JE0360
 JE0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0360'1.4 MI S FROM ARCHIE.
 JE0360'ABOUT 1.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0360'THE STATION AT ARCHIE, 39 1/2 FEET EAST OF THE EAST RAIL, 121
 JE0360'FEET SOUTHEAST OF AND ACROSS THE TRACKS FROM THE 10TH TELEPHONE
 JE0360'POLE SOUTH OF MILEPOST 273, 142 FEET SOUTHEAST OF THE CENTER OF
 JE0360'A CROSSING OF THE RAILROAD AND A ROAD, 40 FEET WEST OF THE CENTER
 JE0360'LINE OF THE ROAD, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST,
 JE0360'ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 JE0360'PROJECTING 3 INCHES.
 JE0360
 JE0360                          STATION RECOVERY (2005)
 JE0360
 JE0360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0360'TELEPHONE POLES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0267 ***********************************************************************
 KD0267  DESIGNATION -  K 120
 KD0267  PID         -  KD0267
 KD0267  STATE/COUNTY-  MO/LINN
 KD0267  USGS QUAD   -  BUCKLIN (1979)
 KD0267
 KD0267                         *CURRENT SURVEY CONTROL
 KD0267  ___________________________________________________________________
 KD0267* NAD 83(1986)-  39 46 49.     (N)    092 53 19.     (W)     SCALED    
 KD0267* NAVD 88     -       270.505  (meters)     887.48   (feet)  ADJUSTED  
 KD0267  ___________________________________________________________________
 KD0267  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KD0267  DYNAMIC HT  -         270.355 (meters)     886.99  (feet)  COMP
 KD0267  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 KD0267
 KD0267  VERT ORDER  -  SECOND    CLASS 0
 KD0267
 KD0267.The horizontal coordinates were scaled from a topographic map and have
 KD0267.an estimated accuracy of +/- 6 seconds.
 KD0267
 KD0267.The orthometric height was determined by differential leveling
 KD0267.and adjusted by the National Geodetic Survey in June 1991..
 KD0267
 KD0267.The geoid height was determined by GEOID03.
 KD0267
 KD0267.The dynamic height is computed by dividing the NAVD 88
 KD0267.geopotential number by the normal gravity value computed on the
 KD0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0267.degrees latitude (g = 980.6199 gals.).
 KD0267
 KD0267.The modeled gravity was interpolated from observed gravity values.
 KD0267
 KD0267;                    North         East    Units  Estimated Accuracy
 KD0267;SPC MO C     -   438,130.      466,710.      MT  (+/- 180 meters Scaled)
 KD0267
 KD0267                          SUPERSEDED SURVEY CONTROL
 KD0267
 KD0267  NGVD 29 (??/??/92)  270.473  (m)          887.38   (f) ADJ UNCH    2 0
 KD0267
 KD0267.Superseded values are not recommended for survey control.
 KD0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0267.See file dsdata.txt to determine how the superseded data were derived.
 KD0267
 KD0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE095033(NAD 83)
 KD0267_MARKER: DB = BENCH MARK DISK
 KD0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0267_STAMPING: K 120 1935
 KD0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0267+STABILITY: SURFACE MOTION
 KD0267
 KD0267  HISTORY     - Date     Condition        Report By
 KD0267  HISTORY     - 1935     MONUMENTED       CGS
 KD0267  HISTORY     - 1967     GOOD             NGS
 KD0267
 KD0267                          STATION DESCRIPTION
 KD0267
 KD0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0267'AT BUCKLIN.
 KD0267'AT BUCKLIN, LINN COUNTY, 3 RAILS EAST OF THE CHICAGO, BURLINGTON
 KD0267'AND QUINCY RAILROAD STATION, AT MILEAGE 93.9, 30 FEET EAST OF THE
 KD0267'CENTERLINE OF A STREET, 20 FEET SOUTH OF THE MAIN TRACK, AND
 KD0267'1 FOOT EAST OF A HEDGE.  A STANDARD DISK, STAMPED K 120 1935
 KD0267'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS 66 FEET
 KD0267'EAST OF THE NORTHEAST CORNER OF THE DEPOT, 20 FEET SOUTH OF THE
 KD0267'MAIN TRACK, 6 FEET WEST-SOUTHWEST OF A POWERLINE POLE, AND
 KD0267'IS FLUSH WITH THE SURFACE OF THE GROUND.
 KD0267
 KD0267                          STATION RECOVERY (1967)
 KD0267
 KD0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0001 ***********************************************************************
 KD0001  DESIGNATION -  K 121
 KD0001  PID         -  KD0001
 KD0001  STATE/COUNTY-  MO/MACON
 KD0001  USGS QUAD   -  ATLANTA (1979)
 KD0001
 KD0001                         *CURRENT SURVEY CONTROL
 KD0001  ___________________________________________________________________
 KD0001* NAD 83(1986)-  39 59 45.     (N)    092 29 48.     (W)     SCALED    
 KD0001* NAVD 88     -       285.799  (meters)     937.66   (feet)  ADJUSTED  
 KD0001  ___________________________________________________________________
 KD0001  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KD0001  DYNAMIC HT  -         285.645 (meters)     937.15  (feet)  COMP
 KD0001  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 KD0001
 KD0001  VERT ORDER  -  SECOND    CLASS 0
 KD0001
 KD0001.The horizontal coordinates were scaled from a topographic map and have
 KD0001.an estimated accuracy of +/- 6 seconds.
 KD0001
 KD0001.The orthometric height was determined by differential leveling
 KD0001.and adjusted by the National Geodetic Survey in June 1991..
 KD0001
 KD0001.The geoid height was determined by GEOID03.
 KD0001
 KD0001.The dynamic height is computed by dividing the NAVD 88
 KD0001.geopotential number by the normal gravity value computed on the
 KD0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0001.degrees latitude (g = 980.6199 gals.).
 KD0001
 KD0001.The modeled gravity was interpolated from observed gravity values.
 KD0001
 KD0001;                    North         East    Units  Estimated Accuracy
 KD0001;SPC MO C     -   461,990.      500,290.      MT  (+/- 180 meters Scaled)
 KD0001
 KD0001                          SUPERSEDED SURVEY CONTROL
 KD0001
 KD0001  NGVD 29 (??/??/92)  285.804  (m)          937.68   (f) ADJ UNCH    2 0
 KD0001
 KD0001.Superseded values are not recommended for survey control.
 KD0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0001.See file dsdata.txt to determine how the superseded data were derived.
 KD0001
 KD0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE429274(NAD 83)
 KD0001_MARKER: DB = BENCH MARK DISK
 KD0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0001_STAMPING: K 121 1935
 KD0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0001+STABILITY: SURFACE MOTION
 KD0001
 KD0001  HISTORY     - Date     Condition        Report By
 KD0001  HISTORY     - 1935     MONUMENTED       CGS
 KD0001  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0001  HISTORY     - 1974     POOR             USGS
 KD0001
 KD0001                          STATION DESCRIPTION
 KD0001
 KD0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0001'1.9 MI S FROM LA PLATA.
 KD0001'1.9 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE STATION
 KD0001'AT LA PLATA, AT MILEAGE 150.7, 9 RAILS NORTH OF CULVERT 1984,
 KD0001'29 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, AND 30 FEET
 KD0001'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KD0001'K 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0001
 KD0001                          STATION RECOVERY (1967)
 KD0001
 KD0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0001'MARK NOT FOUND.
 KD0001
 KD0001                          STATION RECOVERY (1974)
 KD0001
 KD0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KD0001'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1317 ***********************************************************************
 KD1317  DESIGNATION -  K 123 RESET
 KD1317  PID         -  KD1317
 KD1317  STATE/COUNTY-  MO/RANDOLPH
 KD1317  USGS QUAD   -  HUNTSVILLE (1979)
 KD1317
 KD1317                         *CURRENT SURVEY CONTROL
 KD1317  ___________________________________________________________________
 KD1317* NAD 83(1986)-  39 26 06.     (N)    092 32 09.     (W)     SCALED    
 KD1317* NAVD 88     -       244.22   (meters)     801.2    (feet)  RESET     
 KD1317  ___________________________________________________________________
 KD1317  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD1317
 KD1317  VERT ORDER  -  THIRD
 KD1317
 KD1317.The horizontal coordinates were scaled from a topographic map and have
 KD1317.an estimated accuracy of +/- 6 seconds.
 KD1317
 KD1317.The orthometric height was computed from unverified reset data.
 KD1317.No vertical observational check was made to the station.
 KD1317
 KD1317.The geoid height was determined by GEOID03.
 KD1317
 KD1317;                    North         East    Units  Estimated Accuracy
 KD1317;SPC MO C     -   399,720.      496,920.      MT  (+/- 180 meters Scaled)
 KD1317
 KD1317                          SUPERSEDED SURVEY CONTROL
 KD1317
 KD1317  NGVD 29 (02/22/06)  244.19   (m)          801.1    (f) RESET       3  
 KD1317
 KD1317.Superseded values are not recommended for survey control.
 KD1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1317.See file dsdata.txt to determine how the superseded data were derived.
 KD1317
 KD1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD399651(NAD 83)
 KD1317_MARKER: DB = BENCH MARK DISK
 KD1317_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KD1317_SP_SET: BRIDGE ABUTMENT
 KD1317_STAMPING: K 123 RESET 1980
 KD1317_MARK LOGO: NGS   
 KD1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1317
 KD1317  HISTORY     - Date     Condition        Report By
 KD1317  HISTORY     - 1980     MONUMENTED       NGS
 KD1317
 KD1317                          STATION DESCRIPTION
 KD1317
 KD1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 KD1317'0.5 MILE SOUTH ALONG MAIN STREET AND STATE ROAD C FROM THE POST OFFICE
 KD1317'IN HUNTSVILLE, TO AN OVERPASS BRIDGE OVER THE NORFOLK AND
 KD1317'NORTHWESTERN RAILROAD, SET VERTICALLY IN THE CRASH WALL OF BRIDGE,
 KD1317'16.5 FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE OF TWO TRACKS, 5
 KD1317'FEET WEST OF THE EAST END OF THE CRASH WALL AND NORTHEAST BRIDGE
 KD1317'SUPPORT COLUMN, 6 FEET BELOW THE TOP OF CRASH WALL, 2.5 FEET ABOVE
 KD1317'THE GROUND AND ABOUT 25 FEET BELOW THE BRIDGE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0086 ***********************************************************************
 KD0086  DESIGNATION -  K 124
 KD0086  PID         -  KD0086
 KD0086  STATE/COUNTY-  MO/BOONE
 KD0086  USGS QUAD   -  BROWNS (1981)
 KD0086
 KD0086                         *CURRENT SURVEY CONTROL
 KD0086  ___________________________________________________________________
 KD0086* NAD 83(1986)-  39 03 56.     (N)    092 15 30.     (W)     SCALED    
 KD0086* NAVD 88     -       279.957  (meters)     918.49   (feet)  ADJUSTED  
 KD0086  ___________________________________________________________________
 KD0086  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0086  DYNAMIC HT  -         279.777 (meters)     917.90  (feet)  COMP
 KD0086  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 KD0086
 KD0086  VERT ORDER  -  SECOND    CLASS 0
 KD0086
 KD0086.The horizontal coordinates were scaled from a topographic map and have
 KD0086.an estimated accuracy of +/- 6 seconds.
 KD0086
 KD0086.The orthometric height was determined by differential leveling
 KD0086.and adjusted by the National Geodetic Survey in June 1991..
 KD0086
 KD0086.The geoid height was determined by GEOID03.
 KD0086
 KD0086.The dynamic height is computed by dividing the NAVD 88
 KD0086.geopotential number by the normal gravity value computed on the
 KD0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0086.degrees latitude (g = 980.6199 gals.).
 KD0086
 KD0086.The modeled gravity was interpolated from observed gravity values.
 KD0086
 KD0086;                    North         East    Units  Estimated Accuracy
 KD0086;SPC MO C     -   358,740.      520,910.      MT  (+/- 180 meters Scaled)
 KD0086
 KD0086                          SUPERSEDED SURVEY CONTROL
 KD0086
 KD0086  NGVD 29 (??/??/92)  279.933  (m)          918.41   (f) ADJ UNCH    2 0
 KD0086
 KD0086.Superseded values are not recommended for survey control.
 KD0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0086.See file dsdata.txt to determine how the superseded data were derived.
 KD0086
 KD0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD641243(NAD 83)
 KD0086_MARKER: DB = BENCH MARK DISK
 KD0086_SETTING: 0 = UNSPECIFIED SETTING
 KD0086_STAMPING: K 124 1935
 KD0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0086
 KD0086  HISTORY     - Date     Condition        Report By
 KD0086  HISTORY     - 1935     MONUMENTED       CGS
 KD0086  HISTORY     - 1967     GOOD             NGS
 KD0086  HISTORY     - 1988     GOOD             USPSQD
 KD0086  HISTORY     - 20060207 POOR             AIRDAT
 KD0086
 KD0086                          STATION DESCRIPTION
 KD0086
 KD0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KD0086'1 MI NE FROM BROWNS STATION.
 KD0086'IT IS 46.5 FEET WEST OF THE WEST RAIL, 22 FEET EAST OF THE
 KD0086'CENTER OF COUNTY ROAD B, 14 FEET SOUTH OF A ENTRANCE TO A
 KD0086'FARMHOUSE, 0.5 FEET WEST OF A METAL WITNESS POST, AND PROJECTS
 KD0086'5 INCHES.
 KD0086
 KD0086                          STATION RECOVERY (1988)
 KD0086
 KD0086'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 KD0086'RECOVERED IN GOOD CONDITION.
 KD0086
 KD0086                          STATION RECOVERY (2006)
 KD0086
 KD0086'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 KD0086'THE POST IS STILL THERE AND IS LEANING, BUT THE CAP IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0076 ***********************************************************************
 KD0076  DESIGNATION -  K 125
 KD0076  PID         -  KD0076
 KD0076  STATE/COUNTY-  MO/AUDRAIN
 KD0076  USGS QUAD   -  CENTRALIA NE (1969)
 KD0076
 KD0076                         *CURRENT SURVEY CONTROL
 KD0076  ___________________________________________________________________
 KD0076* NAD 83(1986)-  39 12 12.     (N)    092 04 47.     (W)     SCALED    
 KD0076* NAVD 88     -       264.036  (meters)     866.26   (feet)  ADJUSTED  
 KD0076  ___________________________________________________________________
 KD0076  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0076  DYNAMIC HT  -         263.871 (meters)     865.72  (feet)  COMP
 KD0076  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 KD0076
 KD0076  VERT ORDER  -  SECOND    CLASS 0
 KD0076
 KD0076.The horizontal coordinates were scaled from a topographic map and have
 KD0076.an estimated accuracy of +/- 6 seconds.
 KD0076
 KD0076.The orthometric height was determined by differential leveling
 KD0076.and adjusted by the National Geodetic Survey in June 1991..
 KD0076
 KD0076.The geoid height was determined by GEOID03.
 KD0076
 KD0076.The dynamic height is computed by dividing the NAVD 88
 KD0076.geopotential number by the normal gravity value computed on the
 KD0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0076.degrees latitude (g = 980.6199 gals.).
 KD0076
 KD0076.The modeled gravity was interpolated from observed gravity values.
 KD0076
 KD0076;                    North         East    Units  Estimated Accuracy
 KD0076;SPC MO C     -   374,090.      536,300.      MT  (+/- 180 meters Scaled)
 KD0076
 KD0076                          SUPERSEDED SURVEY CONTROL
 KD0076
 KD0076  NGVD 29 (??/??/92)  264.026  (m)          866.23   (f) ADJ UNCH    2 0
 KD0076
 KD0076.Superseded values are not recommended for survey control.
 KD0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0076.See file dsdata.txt to determine how the superseded data were derived.
 KD0076
 KD0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD794397(NAD 83)
 KD0076_MARKER: DB = BENCH MARK DISK
 KD0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0076_STAMPING: K 125 1935
 KD0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0076+STABILITY: SURFACE MOTION
 KD0076
 KD0076  HISTORY     - Date     Condition        Report By
 KD0076  HISTORY     - 1935     MONUMENTED       CGS
 KD0076  HISTORY     - 1938     GOOD             NGS
 KD0076  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0076  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0076
 KD0076                          STATION DESCRIPTION
 KD0076
 KD0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KD0076'3.2 MI E FROM CENTRALIA.
 KD0076'IN AUDRAIN COUNTY, 3.2 MILES EAST ALONG THE WABASH RAILROAD
 KD0076'FROM THE STATION AT CENTRALIA, BOONE COUNTY, AT MILEPOST 156,
 KD0076'AND 25 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 KD0076'DISK, STAMPED K 125 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0076
 KD0076                          STATION RECOVERY (1967)
 KD0076
 KD0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0076'MARK NOT FOUND.
 KD0076
 KD0076                          STATION RECOVERY (1990)
 KD0076
 KD0076'RECOVERY NOTE BY US POWER SQUADRON 1990 (PMD)
 KD0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0763 ***********************************************************************
 HD0763  DESIGNATION -  K 126
 HD0763  PID         -  HD0763
 HD0763  STATE/COUNTY-  MO/DADE
 HD0763  USGS QUAD   -  EVERTON (1975)
 HD0763
 HD0763                         *CURRENT SURVEY CONTROL
 HD0763  ___________________________________________________________________
 HD0763* NAD 83(1986)-  37 20 24.     (N)    093 42 16.     (W)     SCALED    
 HD0763* NAVD 88     -       316.458  (meters)    1038.25   (feet)  ADJUSTED  
 HD0763  ___________________________________________________________________
 HD0763  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 HD0763  DYNAMIC HT  -         316.206 (meters)    1037.42  (feet)  COMP
 HD0763  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 HD0763
 HD0763  VERT ORDER  -  SECOND    CLASS 0
 HD0763
 HD0763.The horizontal coordinates were scaled from a topographic map and have
 HD0763.an estimated accuracy of +/- 6 seconds.
 HD0763
 HD0763.The orthometric height was determined by differential leveling
 HD0763.and adjusted by the National Geodetic Survey in June 1991..
 HD0763
 HD0763.The geoid height was determined by GEOID03.
 HD0763
 HD0763.The dynamic height is computed by dividing the NAVD 88
 HD0763.geopotential number by the normal gravity value computed on the
 HD0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0763.degrees latitude (g = 980.6199 gals.).
 HD0763
 HD0763.The modeled gravity was interpolated from observed gravity values.
 HD0763
 HD0763;                    North         East    Units  Estimated Accuracy
 HD0763;SPC MO W     -   130,500.      920,490.      MT  (+/- 180 meters Scaled)
 HD0763
 HD0763                          SUPERSEDED SURVEY CONTROL
 HD0763
 HD0763  NGVD 29 (??/??/92)  316.322  (m)         1037.80   (f) ADJ UNCH    2 0
 HD0763
 HD0763.Superseded values are not recommended for survey control.
 HD0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0763.See file dsdata.txt to determine how the superseded data were derived.
 HD0763
 HD0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB376328(NAD 83)
 HD0763_MARKER: DB = BENCH MARK DISK
 HD0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0763_STAMPING: K 126 1935
 HD0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0763+STABILITY: SURFACE MOTION
 HD0763
 HD0763  HISTORY     - Date     Condition        Report By
 HD0763  HISTORY     - 1935     MONUMENTED       CGS
 HD0763
 HD0763                          STATION DESCRIPTION
 HD0763
 HD0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0763'AT EVERTON.
 HD0763'AT EVERTON, DADE COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 HD0763'12 YARDS EAST OF THE EAST END OF THE STATION, 6 YARDS SOUTH OF
 HD0763'THE CENTERLINE OF THE TRACK, AND ONE YARD SOUTH OF A SIDEWALK.
 HD0763'A STANDARD DISK, STAMPED K 126 1935 AND SET IN THE TOP OF A
 HD0763'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0733 ***********************************************************************
 HD0733  DESIGNATION -  K 127
 HD0733  PID         -  HD0733
 HD0733  STATE/COUNTY-  MO/LAWRENCE
 HD0733  USGS QUAD   -  MT VERNON (1971)
 HD0733
 HD0733                         *CURRENT SURVEY CONTROL
 HD0733  ___________________________________________________________________
 HD0733* NAD 83(1986)-  37 03 40.     (N)    093 46 12.     (W)     SCALED    
 HD0733* NAVD 88     -       388.682  (meters)    1275.20   (feet)  ADJUSTED  
 HD0733  ___________________________________________________________________
 HD0733  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HD0733  DYNAMIC HT  -         388.359 (meters)    1274.14  (feet)  COMP
 HD0733  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 HD0733
 HD0733  VERT ORDER  -  SECOND    CLASS 0
 HD0733
 HD0733.The horizontal coordinates were scaled from a topographic map and have
 HD0733.an estimated accuracy of +/- 6 seconds.
 HD0733
 HD0733.The orthometric height was determined by differential leveling
 HD0733.and adjusted by the National Geodetic Survey in June 1991..
 HD0733
 HD0733.The geoid height was determined by GEOID03.
 HD0733
 HD0733.The dynamic height is computed by dividing the NAVD 88
 HD0733.geopotential number by the normal gravity value computed on the
 HD0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0733.degrees latitude (g = 980.6199 gals.).
 HD0733
 HD0733.The modeled gravity was interpolated from observed gravity values.
 HD0733
 HD0733;                    North         East    Units  Estimated Accuracy
 HD0733;SPC MO W     -    99,500.      914,920.      MT  (+/- 180 meters Scaled)
 HD0733
 HD0733                          SUPERSEDED SURVEY CONTROL
 HD0733
 HD0733  NGVD 29 (??/??/92)  388.529  (m)         1274.70   (f) ADJ UNCH    2 0
 HD0733
 HD0733.Superseded values are not recommended for survey control.
 HD0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0733.See file dsdata.txt to determine how the superseded data were derived.
 HD0733
 HD0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB315019(NAD 83)
 HD0733_MARKER: DB = BENCH MARK DISK
 HD0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0733_STAMPING: K 127 1935
 HD0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0733+STABILITY: SURFACE MOTION
 HD0733
 HD0733  HISTORY     - Date     Condition        Report By
 HD0733  HISTORY     - 1935     MONUMENTED       CGS
 HD0733
 HD0733                          STATION DESCRIPTION
 HD0733
 HD0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0733'4.4 MI SE FROM MOUNT VERNON.
 HD0733'4.4 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0733'FROM MOUNT VERNON, LAWRENCE COUNTY, ONE POLE SOUTH OF THE
 HD0733'TWENTY-FIFTH POLE SOUTHEAST OF MILEPOST 190, AT A ROAD CROSSING,
 HD0733'12 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, AND 7 YARDS WEST
 HD0733'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 127
 HD0733'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0447 ***********************************************************************
 HC0447  DESIGNATION -  K 128
 HC0447  PID         -  HC0447
 HC0447  STATE/COUNTY-  MO/WASHINGTON
 HC0447  USGS QUAD   -  BERRYMAN (1982)
 HC0447
 HC0447                         *CURRENT SURVEY CONTROL
 HC0447  ___________________________________________________________________
 HC0447* NAD 83(1986)-  37 54 53.     (N)    091 00 56.     (W)     SCALED    
 HC0447* NAVD 88     -       257.662  (meters)     845.35   (feet)  ADJUSTED  
 HC0447  ___________________________________________________________________
 HC0447  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HC0447  DYNAMIC HT  -         257.479 (meters)     844.75  (feet)  COMP
 HC0447  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 HC0447
 HC0447  VERT ORDER  -  SECOND    CLASS 0
 HC0447
 HC0447.The horizontal coordinates were scaled from a topographic map and have
 HC0447.an estimated accuracy of +/- 6 seconds.
 HC0447
 HC0447.The orthometric height was determined by differential leveling
 HC0447.and adjusted by the National Geodetic Survey in June 1991..
 HC0447
 HC0447.The geoid height was determined by GEOID03.
 HC0447
 HC0447.The dynamic height is computed by dividing the NAVD 88
 HC0447.geopotential number by the normal gravity value computed on the
 HC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0447.degrees latitude (g = 980.6199 gals.).
 HC0447
 HC0447.The modeled gravity was interpolated from observed gravity values.
 HC0447
 HC0447;                    North         East    Units  Estimated Accuracy
 HC0447;SPC MO E     -   231,090.      204,670.      MT  (+/- 180 meters Scaled)
 HC0447
 HC0447                          SUPERSEDED SURVEY CONTROL
 HC0447
 HC0447  NGVD 29 (??/??/92)  257.673  (m)          845.38   (f) ADJ UNCH    2 0
 HC0447
 HC0447.Superseded values are not recommended for survey control.
 HC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0447.See file dsdata.txt to determine how the superseded data were derived.
 HC0447
 HC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB744982(NAD 83)
 HC0447_MARKER: DB = BENCH MARK DISK
 HC0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0447_STAMPING: K 128 1935
 HC0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0447+STABILITY: SURFACE MOTION
 HC0447
 HC0447  HISTORY     - Date     Condition        Report By
 HC0447  HISTORY     - 1935     MONUMENTED       CGS
 HC0447  HISTORY     - 1940     GOOD             NGS
 HC0447  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0447  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0447
 HC0447                          STATION DESCRIPTION
 HC0447
 HC0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HC0447'4.5 MI E FROM BERRYMAN.
 HC0447'IN WASHINGTON COUNTY, 4.5 MILES EAST ALONG STATE HIGHWAY 8 FROM
 HC0447'BERRYMAN, CRAWFORD COUNTY, 5.5 MILES WEST OF SHIRLEY, WASHINGTON
 HC0447'COUNTY, 0.1 MILE WEST OF A GATE AND A JOG IN A FENCE, 250 YARDS
 HC0447'SOUTH OF A FARMHOUSE IN A DRAW, IN A CULTIVATED FIELD, 44 FEET NORTH
 HC0447'OF THE CENTERLINE OF THE HIGHWAY, 6.5 FEET NORTH OF THE RIGHT-OF-WAY
 HC0447'FENCE, AND 5.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 HC0447'STANDARD DISK, STAMPED K 128 1935 AND SET IN THE TOP OF A CONCRETE
 HC0447'POST FLUSH WITH THE GROUND.
 HC0447
 HC0447                          STATION RECOVERY (1975)
 HC0447
 HC0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0447'MARK NOT FOUND.
 HC0447
 HC0447                          STATION RECOVERY (1975)
 HC0447
 HC0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0253 ***********************************************************************
 JC0253  DESIGNATION -  K 129
 JC0253  PID         -  JC0253
 JC0253  STATE/COUNTY-  MO/JEFFERSON
 JC0253  USGS QUAD   -  HERCULANEUM (1993)
 JC0253
 JC0253                         *CURRENT SURVEY CONTROL
 JC0253  ___________________________________________________________________
 JC0253* NAD 83(1986)-  38 16 38.     (N)    090 25 04.     (W)     SCALED    
 JC0253* NAVD 88     -       128.132  (meters)     420.38   (feet)  ADJUSTED  
 JC0253  ___________________________________________________________________
 JC0253  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 JC0253  DYNAMIC HT  -         128.048 (meters)     420.10  (feet)  COMP
 JC0253  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 JC0253
 JC0253  VERT ORDER  -  SECOND    CLASS 0
 JC0253
 JC0253.The horizontal coordinates were scaled from a topographic map and have
 JC0253.an estimated accuracy of +/- 6 seconds.
 JC0253
 JC0253.The orthometric height was determined by differential leveling
 JC0253.and adjusted by the National Geodetic Survey in June 1991..
 JC0253
 JC0253.The geoid height was determined by GEOID03.
 JC0253
 JC0253.The dynamic height is computed by dividing the NAVD 88
 JC0253.geopotential number by the normal gravity value computed on the
 JC0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0253.degrees latitude (g = 980.6199 gals.).
 JC0253
 JC0253.The modeled gravity was interpolated from observed gravity values.
 JC0253
 JC0253;                    North         East    Units  Estimated Accuracy
 JC0253;SPC MO E     -   271,210.      257,190.      MT  (+/- 180 meters Scaled)
 JC0253
 JC0253                          SUPERSEDED SURVEY CONTROL
 JC0253
 JC0253  NGVD 29 (??/??/92)  128.253  (m)          420.78   (f) ADJ UNCH    2 0
 JC0253
 JC0253.Superseded values are not recommended for survey control.
 JC0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0253.See file dsdata.txt to determine how the superseded data were derived.
 JC0253
 JC0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC258397(NAD 83)
 JC0253_MARKER: DB = BENCH MARK DISK
 JC0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0253_STAMPING: K 129 1935
 JC0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0253+STABILITY: SURFACE MOTION
 JC0253
 JC0253  HISTORY     - Date     Condition        Report By
 JC0253  HISTORY     - 1935     MONUMENTED       CGS
 JC0253  HISTORY     - 1952     GOOD             NGS
 JC0253  HISTORY     - 19930203 MARK NOT FOUND   MODNR
 JC0253
 JC0253                          STATION DESCRIPTION
 JC0253
 JC0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JC0253'0.8 MI N FROM HORINE.
 JC0253'0.8 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0253'STATION AT HORINE, JEFFERSON COUNTY, 28-1/2 POLES SOUTH OF
 JC0253'MILEPOST 28, AT A FARM-ROAD CROSSING, 60 FEET SOUTH OF THE
 JC0253'CENTERLINE OF THE ROAD, AND 26 FEET EAST OF THE CENTERLINE OF THE
 JC0253'MAIN TRACK.  A STANDARD DISK, STAMPED K 129 1935 AND SET IN THE
 JC0253'TOP OF A CONCRETE POST.  NOTE-- THE MARK IS COVERED OVER WITH
 JC0253'ABOUT ONE FOOT OF SOIL.
 JC0253
 JC0253                          STATION RECOVERY (1993)
 JC0253
 JC0253'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 JC0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1009 ***********************************************************************
 HB1009  DESIGNATION -  K 13
 HB1009  PID         -  HB1009
 HB1009  STATE/COUNTY-  MO/STODDARD
 HB1009  USGS QUAD   -  ADVANCE (1963)
 HB1009
 HB1009                         *CURRENT SURVEY CONTROL
 HB1009  ___________________________________________________________________
 HB1009* NAD 83(1986)-  37 06 17.     (N)    089 54 30.     (W)     SCALED    
 HB1009* NAVD 88     -       109.972  (meters)     360.80   (feet)  ADJUSTED  
 HB1009  ___________________________________________________________________
 HB1009  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 HB1009  DYNAMIC HT  -         109.891 (meters)     360.53  (feet)  COMP
 HB1009  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 HB1009
 HB1009  VERT ORDER  -  FIRST     CLASS II
 HB1009
 HB1009.The horizontal coordinates were scaled from a topographic map and have
 HB1009.an estimated accuracy of +/- 6 seconds.
 HB1009
 HB1009.The orthometric height was determined by differential leveling
 HB1009.and adjusted by the National Geodetic Survey in June 1991..
 HB1009
 HB1009.The geoid height was determined by GEOID03.
 HB1009
 HB1009.The dynamic height is computed by dividing the NAVD 88
 HB1009.geopotential number by the normal gravity value computed on the
 HB1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1009.degrees latitude (g = 980.6199 gals.).
 HB1009
 HB1009.The modeled gravity was interpolated from observed gravity values.
 HB1009
 HB1009;                    North         East    Units  Estimated Accuracy
 HB1009;SPC MO E     -   141,240.      302,590.      MT  (+/- 180 meters Scaled)
 HB1009
 HB1009                          SUPERSEDED SURVEY CONTROL
 HB1009
 HB1009  NGVD 29 (??/??/??)  109.936  (m)          360.68   (f) ADJUSTED    1 2
 HB1009
 HB1009.Superseded values are not recommended for survey control.
 HB1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1009.See file dsdata.txt to determine how the superseded data were derived.
 HB1009
 HB1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG415104(NAD 83)
 HB1009_MARKER: DB = BENCH MARK DISK
 HB1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1009_STAMPING: 361.029 K 13 1932
 HB1009_MARK LOGO: CGS   
 HB1009_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1009+STABILITY: SURFACE MOTION
 HB1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1009+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002
 HB1009
 HB1009  HISTORY     - Date     Condition        Report By
 HB1009  HISTORY     - 1932     MONUMENTED       CGS
 HB1009  HISTORY     - 1934     GOOD             CGS
 HB1009  HISTORY     - 20010724 GOOD             NGS
 HB1009  HISTORY     - 20010724 GOOD             USACE
 HB1009  HISTORY     - 20020823 GOOD             USACE
 HB1009
 HB1009                          STATION DESCRIPTION
 HB1009
 HB1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HB1009'AT ADVANCE.
 HB1009'AT ADVANCE, STODDARD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 HB1009'RAILWAY, 76.5 FEET NORTHWEST OF POLE 157/20, 98 FEET NORTHWEST
 HB1009'OF THE CENTER OF A STREET CROSSING, AT THE DISTRICT SCHOOL, IN
 HB1009'THE SOUTHEAST CORNER OF THE SCHOOL GROUNDS, AND 10 FEET NORTH OF
 HB1009'THE STREET.  A STANDARD DISK, STAMPED 361.029 K 13 1932 AND
 HB1009'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HB1009'GROUND.
 HB1009
 HB1009                          STATION RECOVERY (2001)
 HB1009
 HB1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLB)
 HB1009'RECOVERED IN GOOD CONDITION.
 HB1009
 HB1009                          STATION RECOVERY (2001)
 HB1009
 HB1009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (DLB)
 HB1009'MARK RECOVERED IN GOOD CONDITION.
 HB1009
 HB1009                          STATION RECOVERY (2002)
 HB1009
 HB1009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0363 ***********************************************************************
 JE0363  DESIGNATION -  K 13
 JE0363  PID         -  JE0363
 JE0363  STATE/COUNTY-  MO/CASS
 JE0363  USGS QUAD   -  ADRIAN (1981)
 JE0363
 JE0363                         *CURRENT SURVEY CONTROL
 JE0363  ___________________________________________________________________
 JE0363* NAD 83(1986)-  38 28 53.     (N)    094 21 11.     (W)     SCALED    
 JE0363* NAVD 88     -       253.793  (meters)     832.65   (feet)  ADJUSTED  
 JE0363  ___________________________________________________________________
 JE0363  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0363  DYNAMIC HT  -         253.616 (meters)     832.07  (feet)  COMP
 JE0363  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 JE0363
 JE0363  VERT ORDER  -  FIRST     CLASS II
 JE0363
 JE0363.The horizontal coordinates were scaled from a topographic map and have
 JE0363.an estimated accuracy of +/- 6 seconds.
 JE0363
 JE0363.The orthometric height was determined by differential leveling
 JE0363.and adjusted by the National Geodetic Survey in June 1991..
 JE0363.WARNING-Repeat measurements at this control monument indicate possible
 JE0363.vertical movement.
 JE0363
 JE0363.The geoid height was determined by GEOID03.
 JE0363
 JE0363.The dynamic height is computed by dividing the NAVD 88
 JE0363.geopotential number by the normal gravity value computed on the
 JE0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0363.degrees latitude (g = 980.6199 gals.).
 JE0363
 JE0363.The modeled gravity was interpolated from observed gravity values.
 JE0363
 JE0363;                    North         East    Units  Estimated Accuracy
 JE0363;SPC MO W     -   256,890.      862,820.      MT  (+/- 180 meters Scaled)
 JE0363
 JE0363                          SUPERSEDED SURVEY CONTROL
 JE0363
 JE0363  NGVD 29 (??/??/92)  253.676  (m)          832.27   (f) ADJ UNCH    1 2
 JE0363
 JE0363.Superseded values are not recommended for survey control.
 JE0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0363.See file dsdata.txt to determine how the superseded data were derived.
 JE0363
 JE0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC819600(NAD 83)
 JE0363_MARKER: DB = BENCH MARK DISK
 JE0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0363_SP_SET: CONCRETE POST
 JE0363_STAMPING: K 13 1938
 JE0363_MARK LOGO: USGS  
 JE0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0363+STABILITY: SURFACE MOTION
 JE0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0363+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 JE0363
 JE0363  HISTORY     - Date     Condition        Report By
 JE0363  HISTORY     - 1938     MONUMENTED       USGS
 JE0363  HISTORY     - 1963     GOOD             NGS
 JE0363  HISTORY     - 20051126 GOOD             INDIV
 JE0363
 JE0363                          STATION DESCRIPTION
 JE0363
 JE0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0363'AT ARCHIE.
 JE0363'AT ARCHIE, 7 RAILS NORTH OF THE MISSOURI PACIFIC RAILROAD STATION,
 JE0363'12 POLES NORTH OF MILE POST 272, 37 1/2 FEET WEST OF THE WEST
 JE0363'RAIL OF THE MAIN TRACK, 52 FEET NORTH OF THE CENTER OF A CROSSING
 JE0363'OF THE RAILROAD AND WALNUT STREET, 31 1/2 FEET NORTH OF THE
 JE0363'CENTER LINE OF THE STREET, 65 1/2 FEET EAST OF THE NORTHEAST CORNER
 JE0363'OF A BRICK BUILDING, 7 1/2 FEET EAST OF THE SOUTHEAST CORNER OF A
 JE0363'SHED, 2 1/2 FEET NORTH OF A GAS METER, 1.5 FEET WEST OF A METAL
 JE0363'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE RAILS, AND SET
 JE0363'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JE0363
 JE0363                          STATION RECOVERY (2005)
 JE0363
 JE0363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0363'65 1/2 FEET EAST OF THE SOUTHEAST CORNER OF A METAL STORAGE BUILDING.
 JE0363' 
 JE0363' 
 JE0363'7 1/2 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE FLOORING PAD.
 JE0363' 
 JE0363'THE GAS METER AND WITNESS POST HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1359 ***********************************************************************
 JD1359  DESIGNATION -  K 131
 JD1359  PID         -  JD1359
 JD1359  STATE/COUNTY-  MO/BENTON
 JD1359  USGS QUAD   -  CROCKERVILLE (1980)
 JD1359
 JD1359                         *CURRENT SURVEY CONTROL
 JD1359  ___________________________________________________________________
 JD1359* NAD 83(1986)-  38 25 49.     (N)    093 06 02.     (W)     SCALED    
 JD1359* NAVD 88     -       323.327  (meters)    1060.78   (feet)  ADJUSTED  
 JD1359  ___________________________________________________________________
 JD1359  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD1359  DYNAMIC HT  -         323.093 (meters)    1060.01  (feet)  COMP
 JD1359  MODELED GRAV-     979,896.9   (mgal)                       NAVD 88
 JD1359
 JD1359  VERT ORDER  -  SECOND    CLASS 0
 JD1359
 JD1359.The horizontal coordinates were scaled from a topographic map and have
 JD1359.an estimated accuracy of +/- 6 seconds.
 JD1359
 JD1359.The orthometric height was determined by differential leveling
 JD1359.and adjusted by the National Geodetic Survey in June 1991..
 JD1359
 JD1359.The geoid height was determined by GEOID03.
 JD1359
 JD1359.The dynamic height is computed by dividing the NAVD 88
 JD1359.geopotential number by the normal gravity value computed on the
 JD1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1359.degrees latitude (g = 980.6199 gals.).
 JD1359
 JD1359.The modeled gravity was interpolated from observed gravity values.
 JD1359
 JD1359;                    North         East    Units  Estimated Accuracy
 JD1359;SPC MO C     -   288,360.      447,570.      MT  (+/- 180 meters Scaled)
 JD1359
 JD1359                          SUPERSEDED SURVEY CONTROL
 JD1359
 JD1359  NGVD 29 (??/??/92)  323.201  (m)         1060.37   (f) ADJ UNCH    2 0
 JD1359
 JD1359.Superseded values are not recommended for survey control.
 JD1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1359.See file dsdata.txt to determine how the superseded data were derived.
 JD1359
 JD1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC912535(NAD 83)
 JD1359_MARKER: DB = BENCH MARK DISK
 JD1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1359_STAMPING: K 131 1935
 JD1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1359+STABILITY: SURFACE MOTION
 JD1359
 JD1359  HISTORY     - Date     Condition        Report By
 JD1359  HISTORY     - 1935     MONUMENTED       CGS
 JD1359  HISTORY     - 1963     GOOD             NGS
 JD1359
 JD1359                          STATION DESCRIPTION
 JD1359
 JD1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1359'6.1 MI W FROM STOVER.
 JD1359'6.1 MILES WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILWAY
 JD1359'FROM THE STATION AT STOVER, OR 6.9 MILES EAST ALONG THE CHICAGO
 JD1359'ROCK ISLAND AND PACIFIC RAILWAY FROM THE STATION AT COLE CAMP,
 JD1359'40 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 8.0 FEET NORTHWEST
 JD1359'OF THE 1ST TELEPHONE POLE SOUTHEAST OF MILEPOST 192, 296
 JD1359'FEET SOUTHEAST OF THE CENTER LINE OF A ROAD CROSSING, 1.0 FOOT
 JD1359'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 JD1359'LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 JD1359'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1299 ***********************************************************************
 JD1299  DESIGNATION -  K 132
 JD1299  PID         -  JD1299
 JD1299  STATE/COUNTY-  MO/BENTON
 JD1299  USGS QUAD   -  COLE CAMP (1961)
 JD1299
 JD1299                         *CURRENT SURVEY CONTROL
 JD1299  ___________________________________________________________________
 JD1299* NAD 83(1986)-  38 27 42.     (N)    093 12 07.     (W)     SCALED    
 JD1299* NAVD 88     -       310.419  (meters)    1018.43   (feet)  ADJUSTED  
 JD1299  ___________________________________________________________________
 JD1299  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JD1299  DYNAMIC HT  -         310.195 (meters)    1017.70  (feet)  COMP
 JD1299  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 JD1299
 JD1299  VERT ORDER  -  SECOND    CLASS 0
 JD1299
 JD1299.The horizontal coordinates were scaled from a topographic map and have
 JD1299.an estimated accuracy of +/- 6 seconds.
 JD1299
 JD1299.The orthometric height was determined by differential leveling
 JD1299.and adjusted by the National Geodetic Survey in June 1991..
 JD1299
 JD1299.The geoid height was determined by GEOID03.
 JD1299
 JD1299.The dynamic height is computed by dividing the NAVD 88
 JD1299.geopotential number by the normal gravity value computed on the
 JD1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1299.degrees latitude (g = 980.6199 gals.).
 JD1299
 JD1299.The modeled gravity was interpolated from observed gravity values.
 JD1299
 JD1299;                    North         East    Units  Estimated Accuracy
 JD1299;SPC MO C     -   291,910.      438,740.      MT  (+/- 180 meters Scaled)
 JD1299
 JD1299                          SUPERSEDED SURVEY CONTROL
 JD1299
 JD1299  NGVD 29 (??/??/92)  310.290  (m)         1018.01   (f) ADJ UNCH    2 0
 JD1299
 JD1299.Superseded values are not recommended for survey control.
 JD1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1299.See file dsdata.txt to determine how the superseded data were derived.
 JD1299
 JD1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC823570(NAD 83)
 JD1299_MARKER: DB = BENCH MARK DISK
 JD1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1299_STAMPING: K 132 1935
 JD1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1299+STABILITY: SURFACE MOTION
 JD1299
 JD1299  HISTORY     - Date     Condition        Report By
 JD1299  HISTORY     - 1935     MONUMENTED       CGS
 JD1299  HISTORY     - 1963     GOOD             NGS
 JD1299
 JD1299                          STATION DESCRIPTION
 JD1299
 JD1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1299'0.3 MI NE FROM COLE CAMP.
 JD1299'0.1 MILE EAST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE AT
 JD1299'COLE CAMP, THENCE 0.1 MILE NORTH ALONG STATE ROAD J, THENCE 0.1
 JD1299'MILE EAST ALONG FIRST STREET, ABOUT 210 FEET NORTH OF THE
 JD1299'CENTER LINE OF FIRST STREET, 140 FEET NORTH OF THE EXTENDED
 JD1299'CENTER LINE OF MAPEL STREET, 83 FEET NORTH OF THE NORTHEAST
 JD1299'CORNER OF A GRAIN ELEVATOR, 43 FEET NORTH OF FENCE, 1.2 FEET
 JD1299'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JD1299'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0110 ***********************************************************************
 KD0110  DESIGNATION -  K 133
 KD0110  PID         -  KD0110
 KD0110  STATE/COUNTY-  MO/MONROE
 KD0110  USGS QUAD   -  PARIS WEST (1979)
 KD0110
 KD0110                         *CURRENT SURVEY CONTROL
 KD0110  ___________________________________________________________________
 KD0110* NAD 83(1986)-  39 28 50.     (N)    092 00 06.     (W)     SCALED    
 KD0110* NAVD 88     -       212.309  (meters)     696.55   (feet)  ADJUSTED  
 KD0110  ___________________________________________________________________
 KD0110  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KD0110  DYNAMIC HT  -         212.186 (meters)     696.15  (feet)  COMP
 KD0110  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 KD0110
 KD0110  VERT ORDER  -  SECOND    CLASS 0
 KD0110
 KD0110.The horizontal coordinates were scaled from a topographic map and have
 KD0110.an estimated accuracy of +/- 6 seconds.
 KD0110
 KD0110.The orthometric height was determined by differential leveling
 KD0110.and adjusted by the National Geodetic Survey in June 1991..
 KD0110
 KD0110.The geoid height was determined by GEOID03.
 KD0110
 KD0110.The dynamic height is computed by dividing the NAVD 88
 KD0110.geopotential number by the normal gravity value computed on the
 KD0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0110.degrees latitude (g = 980.6199 gals.).
 KD0110
 KD0110.The modeled gravity was interpolated from observed gravity values.
 KD0110
 KD0110;                    North         East    Units  Estimated Accuracy
 KD0110;SPC MO C     -   404,900.      542,870.      MT  (+/- 180 meters Scaled)
 KD0110
 KD0110                          SUPERSEDED SURVEY CONTROL
 KD0110
 KD0110  NGVD 29 (??/??/92)  212.326  (m)          696.61   (f) ADJ UNCH    2 0
 KD0110
 KD0110.Superseded values are not recommended for survey control.
 KD0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0110.See file dsdata.txt to determine how the superseded data were derived.
 KD0110
 KD0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD858705(NAD 83)
 KD0110_MARKER: DB = BENCH MARK DISK
 KD0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0110_STAMPING: K 133 1935
 KD0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0110+STABILITY: SURFACE MOTION
 KD0110
 KD0110  HISTORY     - Date     Condition        Report By
 KD0110  HISTORY     - 1935     MONUMENTED       CGS
 KD0110  HISTORY     - 1967     GOOD             NGS
 KD0110
 KD0110                          STATION DESCRIPTION
 KD0110
 KD0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0110'AT PARIS.
 KD0110'AT PARIS, MONROE COUNTY, AT THE NORTHEAST CORNER OF THE PUBLIC
 KD0110'LIBRARY YARD, 14 FEET NORTHWEST OF A PUMP, 5 FEET WEST OF
 KD0110'THE CENTERLINE OF A SIDEWALK, AND 3 FEET SOUTH OF A CURB.  A
 KD0110'STANDARD DISK, STAMPED K 133 1935 AND SET IN THE TOP OF A
 KD0110'CONCRETE POST.
 KD0110
 KD0110                          STATION RECOVERY (1967)
 KD0110
 KD0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0047 ***********************************************************************
 KD0047  DESIGNATION -  K 134
 KD0047  PID         -  KD0047
 KD0047  STATE/COUNTY-  MO/SHELBY
 KD0047  USGS QUAD   -  LEONARD (1963)
 KD0047
 KD0047                         *CURRENT SURVEY CONTROL
 KD0047  ___________________________________________________________________
 KD0047* NAD 83(1986)-  39 53 44.     (N)    092 09 05.     (W)     SCALED    
 KD0047* NAVD 88     -       245.434  (meters)     805.23   (feet)  ADJUSTED  
 KD0047  ___________________________________________________________________
 KD0047  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KD0047  DYNAMIC HT  -         245.302 (meters)     804.79  (feet)  COMP
 KD0047  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 KD0047
 KD0047  VERT ORDER  -  SECOND    CLASS 0
 KD0047
 KD0047.The horizontal coordinates were scaled from a topographic map and have
 KD0047.an estimated accuracy of +/- 6 seconds.
 KD0047
 KD0047.The orthometric height was determined by differential leveling
 KD0047.and adjusted by the National Geodetic Survey in June 1991..
 KD0047
 KD0047.The geoid height was determined by GEOID03.
 KD0047
 KD0047.The dynamic height is computed by dividing the NAVD 88
 KD0047.geopotential number by the normal gravity value computed on the
 KD0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0047.degrees latitude (g = 980.6199 gals.).
 KD0047
 KD0047.The modeled gravity was interpolated from observed gravity values.
 KD0047
 KD0047;                    North         East    Units  Estimated Accuracy
 KD0047;SPC MO C     -   450,910.      529,810.      MT  (+/- 180 meters Scaled)
 KD0047
 KD0047                          SUPERSEDED SURVEY CONTROL
 KD0047
 KD0047  NGVD 29 (??/??/92)  245.463  (m)          805.32   (f) ADJ UNCH    2 0
 KD0047
 KD0047.Superseded values are not recommended for survey control.
 KD0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0047.See file dsdata.txt to determine how the superseded data were derived.
 KD0047
 KD0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE725165(NAD 83)
 KD0047_MARKER: DB = BENCH MARK DISK
 KD0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0047_STAMPING: K 134 1935
 KD0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0047+STABILITY: SURFACE MOTION
 KD0047
 KD0047  HISTORY     - Date     Condition        Report By
 KD0047  HISTORY     - 1935     MONUMENTED       CGS
 KD0047  HISTORY     - 1967     GOOD             NGS
 KD0047  HISTORY     - 19891125 MARK NOT FOUND   USPSQD
 KD0047
 KD0047                          STATION DESCRIPTION
 KD0047
 KD0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0047'1.3 MI SE FROM LEONARD.
 KD0047'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 15 FROM LEONARD, 40
 KD0047'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET EAST OF THE
 KD0047'CENTER OF A FIELD GATE, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD
 KD0047'DISK, STAMPED K 134 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0047
 KD0047                          STATION RECOVERY (1967)
 KD0047
 KD0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0047'RECOVERED IN GOOD CONDITION.
 KD0047
 KD0047                          STATION RECOVERY (1989)
 KD0047
 KD0047'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWS)
 KD0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0506 ***********************************************************************
 KC0506  DESIGNATION -  K 135
 KC0506  PID         -  KC0506
 KC0506  STATE/COUNTY-  MO/RALLS
 KC0506  USGS QUAD   -  RENSSELAER (1958)
 KC0506
 KC0506                         *CURRENT SURVEY CONTROL
 KC0506  ___________________________________________________________________
 KC0506* NAD 83(1986)-  39 40 22.     (N)    091 33 14.     (W)     SCALED    
 KC0506* NAVD 88     -       224.316  (meters)     735.94   (feet)  ADJUSTED  
 KC0506  ___________________________________________________________________
 KC0506  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0506  DYNAMIC HT  -         224.192 (meters)     735.54  (feet)  COMP
 KC0506  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 KC0506
 KC0506  VERT ORDER  -  SECOND    CLASS 0
 KC0506
 KC0506.The horizontal coordinates were scaled from a topographic map and have
 KC0506.an estimated accuracy of +/- 6 seconds.
 KC0506
 KC0506.The orthometric height was determined by differential leveling
 KC0506.and adjusted by the National Geodetic Survey in June 1991..
 KC0506
 KC0506.The geoid height was determined by GEOID03.
 KC0506
 KC0506.The dynamic height is computed by dividing the NAVD 88
 KC0506.geopotential number by the normal gravity value computed on the
 KC0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0506.degrees latitude (g = 980.6199 gals.).
 KC0506
 KC0506.The modeled gravity was interpolated from observed gravity values.
 KC0506
 KC0506;                    North         East    Units  Estimated Accuracy
 KC0506;SPC MO E     -   426,650.      159,580.      MT  (+/- 180 meters Scaled)
 KC0506
 KC0506                          SUPERSEDED SURVEY CONTROL
 KC0506
 KC0506  NGVD 29 (??/??/92)  224.338  (m)          736.02   (f) ADJ UNCH    2 0
 KC0506
 KC0506.Superseded values are not recommended for survey control.
 KC0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0506.See file dsdata.txt to determine how the superseded data were derived.
 KC0506
 KC0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD240924(NAD 83)
 KC0506_MARKER: DB = BENCH MARK DISK
 KC0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0506_STAMPING: K 135 1935
 KC0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0506+STABILITY: SURFACE MOTION
 KC0506
 KC0506  HISTORY     - Date     Condition        Report By
 KC0506  HISTORY     - 1935     MONUMENTED       CGS
 KC0506
 KC0506                          STATION DESCRIPTION
 KC0506
 KC0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0506'AT RENSSELAER.
 KC0506'AT RENSSELAER, RALLS COUNTY, ON THE WABASH RAILWAY AT MILEAGE 12.3,
 KC0506'70 FEET NORTH OF THE CENTERLINE OF A GRADE CROSSING, 49 FEET
 KC0506'EAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT WEST OF A
 KC0506'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED K 135 1935
 KC0506'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0826 ***********************************************************************
 LF0826  DESIGNATION -  K 135
 LF0826  PID         -  LF0826
 LF0826  STATE/COUNTY-  MO/ATCHISON
 LF0826  USGS QUAD   -  HAMBURG (1984)
 LF0826
 LF0826                         *CURRENT SURVEY CONTROL
 LF0826  ___________________________________________________________________
 LF0826* NAD 83(1986)-  40 35 02.     (N)    095 39 26.     (W)     SCALED    
 LF0826* NAVD 88     -       276.755  (meters)     907.99   (feet)  ADJUSTED  
 LF0826  ___________________________________________________________________
 LF0826  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LF0826  DYNAMIC HT  -         276.608 (meters)     907.50  (feet)  COMP
 LF0826  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 LF0826
 LF0826  VERT ORDER  -  FIRST     CLASS II
 LF0826
 LF0826.The horizontal coordinates were scaled from a topographic map and have
 LF0826.an estimated accuracy of +/- 6 seconds.
 LF0826
 LF0826.The orthometric height was determined by differential leveling
 LF0826.and adjusted by the National Geodetic Survey in June 1991..
 LF0826
 LF0826.The geoid height was determined by GEOID03.
 LF0826
 LF0826.The dynamic height is computed by dividing the NAVD 88
 LF0826.geopotential number by the normal gravity value computed on the
 LF0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0826.degrees latitude (g = 980.6199 gals.).
 LF0826
 LF0826.The modeled gravity was interpolated from observed gravity values.
 LF0826
 LF0826;                    North         East    Units  Estimated Accuracy
 LF0826;SPC MO W     -   490,940.      752,030.      MT  (+/- 180 meters Scaled)
 LF0826
 LF0826                          SUPERSEDED SURVEY CONTROL
 LF0826
 LF0826  NGVD 29 (??/??/92)  276.659  (m)          907.67   (f) ADJ UNCH    1 2
 LF0826
 LF0826.Superseded values are not recommended for survey control.
 LF0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0826.See file dsdata.txt to determine how the superseded data were derived.
 LF0826
 LF0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE751959(NAD 83)
 LF0826_MARKER: DB = BENCH MARK DISK
 LF0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0826_STAMPING: K 135 1948
 LF0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0826+STABILITY: SURFACE MOTION
 LF0826
 LF0826  HISTORY     - Date     Condition        Report By
 LF0826  HISTORY     - 1948     MONUMENTED       CGS
 LF0826  HISTORY     - 1961     GOOD             NGS
 LF0826  HISTORY     - 19890724 MARK NOT FOUND   NGS
 LF0826
 LF0826                          STATION DESCRIPTION
 LF0826
 LF0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0826'0.7 MI S FROM HAMBURG.
 LF0826'0.7 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0826'FROM THE STATION AT HAMBURG, 0.3 MILE NORTH OF MILEPOST 141,
 LF0826'AT THE MISSOURI-IOWA STATE LINE 46.3 FEET WEST OF THE WEST
 LF0826'RAIL OF THE MAIN TRACK, 45.3 FEET NORTHWEST OF THE MOST WESTERLY
 LF0826'STATE LINE MARKER POST, 24.0 FEET NORTH OF THE CENTER LINE OF
 LF0826'A ROAD LEADING SOUTH AND WEST, 14.0 FEET NORTH OF A CORNER FENCE
 LF0826'POST, 0.5 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, 2.0
 LF0826'FEET NORTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A
 LF0826'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LF0826
 LF0826                          STATION RECOVERY (1961)
 LF0826
 LF0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0826'RECOVERED IN GOOD CONDITION.
 LF0826
 LF0826                          STATION RECOVERY (1989)
 LF0826
 LF0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0185 ***********************************************************************
 KC0185  DESIGNATION -  K 136
 KC0185  PID         -  KC0185
 KC0185  STATE/COUNTY-  MO/LINCOLN
 KC0185  USGS QUAD   -  OKETE (1984)
 KC0185
 KC0185                         *CURRENT SURVEY CONTROL
 KC0185  ___________________________________________________________________
 KC0185* NAD 83(1986)-  39 02 10.     (N)    090 58 50.     (W)     SCALED    
 KC0185* NAVD 88     -       206.297  (meters)     676.83   (feet)  ADJUSTED  
 KC0185  ___________________________________________________________________
 KC0185  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KC0185  DYNAMIC HT  -         206.169 (meters)     676.41  (feet)  COMP
 KC0185  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 KC0185
 KC0185  VERT ORDER  -  SECOND    CLASS 0
 KC0185
 KC0185.The horizontal coordinates were scaled from a topographic map and have
 KC0185.an estimated accuracy of +/- 6 seconds.
 KC0185
 KC0185.The orthometric height was determined by differential leveling
 KC0185.and adjusted by the National Geodetic Survey in June 1991..
 KC0185
 KC0185.The geoid height was determined by GEOID03.
 KC0185
 KC0185.The dynamic height is computed by dividing the NAVD 88
 KC0185.geopotential number by the normal gravity value computed on the
 KC0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0185.degrees latitude (g = 980.6199 gals.).
 KC0185
 KC0185.The modeled gravity was interpolated from observed gravity values.
 KC0185
 KC0185;                    North         East    Units  Estimated Accuracy
 KC0185;SPC MO E     -   355,550.      208,400.      MT  (+/- 180 meters Scaled)
 KC0185
 KC0185                          SUPERSEDED SURVEY CONTROL
 KC0185
 KC0185  NGVD 29 (??/??/92)  206.318  (m)          676.89   (f) ADJ UNCH    2 0
 KC0185
 KC0185.Superseded values are not recommended for survey control.
 KC0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0185.See file dsdata.txt to determine how the superseded data were derived.
 KC0185
 KC0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD747227(NAD 83)
 KC0185_MARKER: DB = BENCH MARK DISK
 KC0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0185_STAMPING: K 136 1935
 KC0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0185+STABILITY: SURFACE MOTION
 KC0185
 KC0185  HISTORY     - Date     Condition        Report By
 KC0185  HISTORY     - 1935     MONUMENTED       CGS
 KC0185  HISTORY     - 1972     MARK NOT FOUND   USGS
 KC0185  HISTORY     - 19910903 MARK NOT FOUND   USPSQD
 KC0185  HISTORY     - 19990420 MARK NOT FOUND   USPSQD
 KC0185
 KC0185                          STATION DESCRIPTION
 KC0185
 KC0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0185'3.9 MI N FROM TROY.
 KC0185'3.9 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF STATE
 KC0185'HIGHWAY 47 AT TROY, LINCOLN COUNTY, 50 YARDS SOUTH OF THE G.O.
 KC0185'TILLOTSON WHITE RESIDENCE, 16 YARDS EAST OF THE CENTERLINE OF
 KC0185'THE HIGHWAY, AND ONE FOOT WEST OF A FENCE LINE.  A STANDARD DISK,
 KC0185'STAMPED K 136 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0185
 KC0185                          STATION RECOVERY (1972)
 KC0185
 KC0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KC0185'MARK NOT FOUND.
 KC0185
 KC0185                          STATION RECOVERY (1991)
 KC0185
 KC0185'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS)
 KC0185'MARK NOT FOUND.
 KC0185
 KC0185                          STATION RECOVERY (1999)
 KC0185
 KC0185'RECOVERY NOTE BY US POWER SQUADRON 1999
 KC0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0404 ***********************************************************************
 KC0404  DESIGNATION -  K 137
 KC0404  PID         -  KC0404
 KC0404  STATE/COUNTY-  MO/PIKE
 KC0404  USGS QUAD   -  BOWLING GREEN (1984)
 KC0404
 KC0404                         *CURRENT SURVEY CONTROL
 KC0404  ___________________________________________________________________
 KC0404* NAD 83(1986)-  39 21 40.     (N)    091 10 50.     (W)     SCALED    
 KC0404* NAVD 88     -       225.438  (meters)     739.62   (feet)  ADJUSTED  
 KC0404  ___________________________________________________________________
 KC0404  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KC0404  DYNAMIC HT  -         225.303 (meters)     739.18  (feet)  COMP
 KC0404  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 KC0404
 KC0404  VERT ORDER  -  SECOND    CLASS 0
 KC0404
 KC0404.The horizontal coordinates were scaled from a topographic map and have
 KC0404.an estimated accuracy of +/- 6 seconds.
 KC0404
 KC0404.The orthometric height was determined by differential leveling
 KC0404.and adjusted by the National Geodetic Survey in June 1991..
 KC0404
 KC0404.The geoid height was determined by GEOID03.
 KC0404
 KC0404.The dynamic height is computed by dividing the NAVD 88
 KC0404.geopotential number by the normal gravity value computed on the
 KC0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0404.degrees latitude (g = 980.6199 gals.).
 KC0404
 KC0404.The modeled gravity was interpolated from observed gravity values.
 KC0404
 KC0404;                    North         East    Units  Estimated Accuracy
 KC0404;SPC MO E     -   391,740.      191,350.      MT  (+/- 180 meters Scaled)
 KC0404
 KC0404                          SUPERSEDED SURVEY CONTROL
 KC0404
 KC0404  NGVD 29 (??/??/92)  225.456  (m)          739.68   (f) ADJ UNCH    2 0
 KC0404
 KC0404.Superseded values are not recommended for survey control.
 KC0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0404.See file dsdata.txt to determine how the superseded data were derived.
 KC0404
 KC0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD567584(NAD 83)
 KC0404_MARKER: DB = BENCH MARK DISK
 KC0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0404_SP_SET: BRIDGE
 KC0404_STAMPING: K 137 1935
 KC0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0404
 KC0404  HISTORY     - Date     Condition        Report By
 KC0404  HISTORY     - 1935     MONUMENTED       CGS
 KC0404
 KC0404                          STATION DESCRIPTION
 KC0404
 KC0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0404'2.1 MI E FROM BOWLING GREEN.
 KC0404'2.1 MILES EAST ALONG THE CHICAGO AND ALTON RAILROAD FROM THE
 KC0404'STATION AT BOWLING GREEN, PIKE COUNTY, AT STEEL BRIDGE D 2847,
 KC0404'IN THE TOP OF THE SOUTH SIDE OF THE EAST ABUTMENT, AND 2 YARDS
 KC0404'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KC0404'K 137 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0057 ***********************************************************************
 HC0057  DESIGNATION -  K 139
 HC0057  PID         -  HC0057
 HC0057  STATE/COUNTY-  MO/MADISON
 HC0057  USGS QUAD   -  FREDERICKTOWN (1980)
 HC0057
 HC0057                         *CURRENT SURVEY CONTROL
 HC0057  ___________________________________________________________________
 HC0057* NAD 83(1986)-  37 33 43.     (N)    090 15 31.     (W)     SCALED    
 HC0057* NAVD 88     -       231.315  (meters)     758.91   (feet)  ADJUSTED  
 HC0057  ___________________________________________________________________
 HC0057  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 HC0057  DYNAMIC HT  -         231.146 (meters)     758.35  (feet)  COMP
 HC0057  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 HC0057
 HC0057  VERT ORDER  -  SECOND    CLASS 0
 HC0057
 HC0057.The horizontal coordinates were scaled from a topographic map and have
 HC0057.an estimated accuracy of +/- 6 seconds.
 HC0057
 HC0057.The orthometric height was determined by differential leveling
 HC0057.and adjusted by the National Geodetic Survey in June 1991..
 HC0057
 HC0057.The geoid height was determined by GEOID03.
 HC0057
 HC0057.The dynamic height is computed by dividing the NAVD 88
 HC0057.geopotential number by the normal gravity value computed on the
 HC0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0057.degrees latitude (g = 980.6199 gals.).
 HC0057
 HC0057.The modeled gravity was interpolated from observed gravity values.
 HC0057
 HC0057;                    North         East    Units  Estimated Accuracy
 HC0057;SPC MO E     -   191,840.      271,330.      MT  (+/- 180 meters Scaled)
 HC0057
 HC0057                          SUPERSEDED SURVEY CONTROL
 HC0057
 HC0057  NGVD 29 (??/??/92)  231.380  (m)          759.12   (f) ADJ UNCH    2 0
 HC0057
 HC0057.Superseded values are not recommended for survey control.
 HC0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0057.See file dsdata.txt to determine how the superseded data were derived.
 HC0057
 HC0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB421607(NAD 83)
 HC0057_MARKER: DB = BENCH MARK DISK
 HC0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0057_STAMPING: K 139 1935
 HC0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0057+STABILITY: SURFACE MOTION
 HC0057
 HC0057  HISTORY     - Date     Condition        Report By
 HC0057  HISTORY     - 1935     MONUMENTED       CGS
 HC0057  HISTORY     - 1956     GOOD             NGS
 HC0057  HISTORY     - 1976     GOOD             USGS
 HC0057  HISTORY     - 1976     GOOD             USGS
 HC0057
 HC0057                          STATION DESCRIPTION
 HC0057
 HC0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HC0057'2 MI SE FROM FREDERICKTOWN.
 HC0057'2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0057'STATION AT FREDERICKTOWN, 0.3 MILE EAST OF MILEPOST 106, AT
 HC0057'POLE 106/14, AT A ROAD CROSSING, 24 FEET WEST OF THE CENTERLINE
 HC0057'OF THE MAIN TRACK, 24 FEET SOUTH OF CENTERLINE OF THE RAILROAD,
 HC0057'24 FEET NORTH OF SOUTH ROW FENCE, 33 FEET NORTH OF THE CENTERLINE
 HC0057'OF THE ROAD, AND 31 FEET WEST.  A STANDARD DISK, STAMPED K 139
 HC0057'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HC0057
 HC0057                          STATION RECOVERY (1976)
 HC0057
 HC0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0057'ABOUT 2.0 MILES SOUTHEAST OF FREDERICKTOWN ALONG OLD RAILROAD GRADE
 HC0057'AND AT A ROAD CROSSING. T. 33 N., R. 7 E. IN U.S. SURVEY 3323, 24 FT
 HC0057'SOUTH AND 31 FEET WEST OF CENTERLINE ROAD AT GRADE CROSSING. 24 FT
 HC0057'NORTH OF SOUTH ROW FENCE. IN A CONCRETE POST, A STANDARD DISK,
 HC0057'STAMPED K 139 1935.
 HC0057
 HC0057                          STATION RECOVERY (1976)
 HC0057
 HC0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0057'ABOUT 2.0 MILES SOUTHEAST OF FREDERICKTOWN ALONG OLD RAILROAD GRADE
 HC0057'AND AT A ROAD CROSSING. T. 33 N., R. 7 E. IN U.S. SURVEY 3323, 24 FT
 HC0057'SOUTH AND 31 FEET WEST OF CENTERLINE ROAD AT GRADE CROSSING. 24 FT
 HC0057'NORTH OF SOUTH ROW FENCE. IN A CONCRETE POST, A STANDARD DISK,
 HC0057'STAMPED K 139 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0207 ***********************************************************************
 HC0207  DESIGNATION -  K 139
 HC0207  PID         -  HC0207
 HC0207  STATE/COUNTY-  MO/IRON
 HC0207  USGS QUAD   -  DES ARC (1980)
 HC0207
 HC0207                         *CURRENT SURVEY CONTROL
 HC0207  ___________________________________________________________________
 HC0207* NAD 83(1986)-  37 18 11.     (N)    090 39 14.     (W)     SCALED    
 HC0207* NAVD 88     -       166.258  (meters)     545.46   (feet)  ADJUSTED  
 HC0207  ___________________________________________________________________
 HC0207  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HC0207  DYNAMIC HT  -         166.130 (meters)     545.04  (feet)  COMP
 HC0207  MODELED GRAV-     979,862.5   (mgal)                       NAVD 88
 HC0207
 HC0207  VERT ORDER  -  SECOND    CLASS 0
 HC0207
 HC0207.The horizontal coordinates were scaled from a topographic map and have
 HC0207.an estimated accuracy of +/- 6 seconds.
 HC0207
 HC0207.The orthometric height was determined by differential leveling
 HC0207.and adjusted by the National Geodetic Survey in June 1991..
 HC0207
 HC0207.The geoid height was determined by GEOID03.
 HC0207
 HC0207.The dynamic height is computed by dividing the NAVD 88
 HC0207.geopotential number by the normal gravity value computed on the
 HC0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0207.degrees latitude (g = 980.6199 gals.).
 HC0207
 HC0207.The modeled gravity was interpolated from observed gravity values.
 HC0207
 HC0207;                    North         East    Units  Estimated Accuracy
 HC0207;SPC MO E     -   163,100.      236,360.      MT  (+/- 180 meters Scaled)
 HC0207
 HC0207                          SUPERSEDED SURVEY CONTROL
 HC0207
 HC0207  NGVD 29 (??/??/92)  166.275  (m)          545.52   (f) ADJ UNCH    2 0
 HC0207
 HC0207.Superseded values are not recommended for survey control.
 HC0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0207.See file dsdata.txt to determine how the superseded data were derived.
 HC0207
 HC0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB079310(NAD 83)
 HC0207_MARKER: DB = BENCH MARK DISK
 HC0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0207_STAMPING: K 139 1935
 HC0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0207+STABILITY: SURFACE MOTION
 HC0207
 HC0207  HISTORY     - Date     Condition        Report By
 HC0207  HISTORY     - 1935     MONUMENTED       CGS
 HC0207  HISTORY     - 1966     GOOD             NGS
 HC0207
 HC0207                          STATION DESCRIPTION
 HC0207
 HC0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HC0207'2.5 MI N FROM DES ARC.
 HC0207'2.5 MI N ALONG THE MISSOURI PACIFIC RR FROM THE STATION AT DES ARC,
 HC0207'T 30 N, R 4 E, NEAR W 1/16 CORNER, BETWEEN SECS. 6 AND 7, 22 FT S
 HC0207'AND 108 FT E OF HWY 49 AT TIMER RD E, 24 FT E OF CENTERLINE OF
 HC0207'ABANDONED RR, IN THE TOP OF A CONCRETE POST A STANDARD TABLET
 HC0207'STAMPED K 139 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0003 ***********************************************************************
 JE0003  DESIGNATION -  K 14
 JE0003  PID         -  JE0003
 JE0003  STATE/COUNTY-  MO/CASS
 JE0003  USGS QUAD   -  AUSTIN (1981)
 JE0003
 JE0003                         *CURRENT SURVEY CONTROL
 JE0003  ___________________________________________________________________
 JE0003* NAD 83(1986)-  38 31 20.     (N)    094 21 27.     (W)     SCALED    
 JE0003* NAVD 88     -       243.765  (meters)     799.75   (feet)  ADJUSTED  
 JE0003  ___________________________________________________________________
 JE0003  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0003  DYNAMIC HT  -         243.596 (meters)     799.20  (feet)  COMP
 JE0003  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 JE0003
 JE0003  VERT ORDER  -  FIRST     CLASS II
 JE0003
 JE0003.The horizontal coordinates were scaled from a topographic map and have
 JE0003.an estimated accuracy of +/- 6 seconds.
 JE0003
 JE0003.The orthometric height was determined by differential leveling
 JE0003.and adjusted by the National Geodetic Survey in June 1991..
 JE0003
 JE0003.The geoid height was determined by GEOID03.
 JE0003
 JE0003.The dynamic height is computed by dividing the NAVD 88
 JE0003.geopotential number by the normal gravity value computed on the
 JE0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0003.degrees latitude (g = 980.6199 gals.).
 JE0003
 JE0003.The modeled gravity was interpolated from observed gravity values.
 JE0003
 JE0003;                    North         East    Units  Estimated Accuracy
 JE0003;SPC MO W     -   261,420.      862,430.      MT  (+/- 180 meters Scaled)
 JE0003
 JE0003                          SUPERSEDED SURVEY CONTROL
 JE0003
 JE0003  NGVD 29 (??/??/92)  243.653  (m)          799.38   (f) ADJ UNCH    1 2
 JE0003
 JE0003.Superseded values are not recommended for survey control.
 JE0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0003.See file dsdata.txt to determine how the superseded data were derived.
 JE0003
 JE0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC816646(NAD 83)
 JE0003_MARKER: DB = BENCH MARK DISK
 JE0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0003_SP_SET: CONCRETE POST
 JE0003_STAMPING: K 14 1938
 JE0003_MARK LOGO: USGS  
 JE0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0003+STABILITY: SURFACE MOTION
 JE0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0003+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 JE0003
 JE0003  HISTORY     - Date     Condition        Report By
 JE0003  HISTORY     - 1938     MONUMENTED       USGS
 JE0003  HISTORY     - 1963     GOOD             NGS
 JE0003  HISTORY     - 20051126 GOOD             INDIV
 JE0003
 JE0003                          STATION DESCRIPTION
 JE0003
 JE0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0003'3 MI N FROM ARCHIE.
 JE0003'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0003'THE STATION AT ARCHIE, 9 TELEPHONE POLES NORTH OF MILEPOST
 JE0003'269, 52 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 JE0003'AND A ROAD, 44 FEET EAST OF THE EAST RAIL, 25 FEET NORTH OF THE
 JE0003'CENTER LINE OF THE ROAD, 13 FEET NORTH OF THE NORTHEAST CORNER
 JE0003'OF A SMALL WOODEN BRIDGE, 3 FEET SOUTHWEST OF A CORNER FENCE POST,
 JE0003'2 1/2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 JE0003'THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 JE0003'PROJECTING 2 INCHES.
 JE0003
 JE0003                          STATION RECOVERY (2005)
 JE0003
 JE0003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1208 ***********************************************************************
 GE1208  DESIGNATION -  K 14 RESET
 GE1208  PID         -  GE1208
 GE1208  STATE/COUNTY-  MO/BUTLER
 GE1208  USGS QUAD   -  POPLAR BLUFF (1979)
 GE1208
 GE1208                         *CURRENT SURVEY CONTROL
 GE1208  ___________________________________________________________________
 GE1208* NAD 83(1986)-  36 45 20.     (N)    090 23 37.     (W)     SCALED    
 GE1208* NAVD 88     -       104.01   (meters)     341.2    (feet)  RESET     
 GE1208  ___________________________________________________________________
 GE1208  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GE1208
 GE1208  VERT ORDER  -  THIRD
 GE1208
 GE1208.The horizontal coordinates were scaled from a topographic map and have
 GE1208.an estimated accuracy of +/- 6 seconds.
 GE1208
 GE1208.The orthometric height was computed from unverified reset data.
 GE1208.No vertical observational check was made to the station.
 GE1208
 GE1208.The geoid height was determined by GEOID03.
 GE1208
 GE1208;                    North         East    Units  Estimated Accuracy
 GE1208;SPC MO E     -   102,330.      259,500.      MT  (+/- 180 meters Scaled)
 GE1208
 GE1208                          SUPERSEDED SURVEY CONTROL
 GE1208
 GE1208  NGVD 29 (02/22/06)  104.02   (m)          341.3    (f) RESET       3  
 GE1208
 GE1208.Superseded values are not recommended for survey control.
 GE1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1208.See file dsdata.txt to determine how the superseded data were derived.
 GE1208
 GE1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA326709(NAD 83)
 GE1208_MARKER: DB = BENCH MARK DISK
 GE1208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE1208_SP_SET: FOUNDATION
 GE1208_STAMPING: K 14 RESET 1976
 GE1208_MARK LOGO: NGS   
 GE1208_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1208+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002
 GE1208
 GE1208  HISTORY     - Date     Condition        Report By
 GE1208  HISTORY     - 1976     MONUMENTED       NGS
 GE1208  HISTORY     - 20020831 GOOD             USACE
 GE1208
 GE1208                          STATION DESCRIPTION
 GE1208
 GE1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GE1208'AT POPLAR AND MORAN STREET IN POPLAR BLUFF, IN THE SOUTHEAST CORNER OF
 GE1208'THE POST OFFICE BUILDING, ON A LEDGE OF THE FOUNDATION.
 GE1208
 GE1208                          STATION RECOVERY (2002)
 GE1208
 GE1208'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1032 ***********************************************************************
 HB1032  DESIGNATION -  K 140
 HB1032  PID         -  HB1032
 HB1032  STATE/COUNTY-  MO/PERRY
 HB1032  USGS QUAD   -  BELGIQUE (1993)
 HB1032
 HB1032                         *CURRENT SURVEY CONTROL
 HB1032  ___________________________________________________________________
 HB1032* NAD 83(1986)-  37 45 24.     (N)    089 51 25.     (W)     SCALED    
 HB1032* NAVD 88     -       181.984  (meters)     597.06   (feet)  ADJUSTED  
 HB1032  ___________________________________________________________________
 HB1032  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HB1032  DYNAMIC HT  -         181.858 (meters)     596.65  (feet)  COMP
 HB1032  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 HB1032
 HB1032  VERT ORDER  -  SECOND    CLASS 0
 HB1032
 HB1032.The horizontal coordinates were scaled from a topographic map and have
 HB1032.an estimated accuracy of +/- 6 seconds.
 HB1032
 HB1032.The orthometric height was determined by differential leveling
 HB1032.and adjusted by the National Geodetic Survey in June 1991..
 HB1032
 HB1032.The geoid height was determined by GEOID03.
 HB1032
 HB1032.The dynamic height is computed by dividing the NAVD 88
 HB1032.geopotential number by the normal gravity value computed on the
 HB1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1032.degrees latitude (g = 980.6199 gals.).
 HB1032
 HB1032.The modeled gravity was interpolated from observed gravity values.
 HB1032
 HB1032;                    North         East    Units  Estimated Accuracy
 HB1032;SPC MO E     -   213,620.      306,660.      MT  (+/- 180 meters Scaled)
 HB1032
 HB1032                          SUPERSEDED SURVEY CONTROL
 HB1032
 HB1032  NGVD 29 (??/??/??)  182.088  (m)          597.40   (f) ADJUSTED    2 0
 HB1032
 HB1032.Superseded values are not recommended for survey control.
 HB1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1032.See file dsdata.txt to determine how the superseded data were derived.
 HB1032
 HB1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG483826(NAD 83)
 HB1032_MARKER: DB = BENCH MARK DISK
 HB1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1032_STAMPING: K 140 1935
 HB1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1032+STABILITY: SURFACE MOTION
 HB1032
 HB1032  HISTORY     - Date     Condition        Report By
 HB1032  HISTORY     - 1935     MONUMENTED       CGS
 HB1032  HISTORY     - 1968     GOOD             CGS
 HB1032
 HB1032                          STATION DESCRIPTION
 HB1032
 HB1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1032'2.1 MI N FROM PERRYVILLE.
 HB1032'2.1 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 HB1032'AT PERRYVILLE, PERRY COUNTY, 1.7 MILES NORTH OF THE JUNCTION
 HB1032'OF STATE HIGHWAY 25, 40 FEET WEST OF THE HIGHWAY, 55 FEET EAST
 HB1032'OF THE R. HUBER RESIDENCE, AND 4 FEET SOUTH OF THE SOUTHEAST
 HB1032'CORNER OF THE GARDEN FENCE.  A STANDARD DISK, STAMPED K 140
 HB1032'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1.7 MILE
 HB1032'NORTH OF THE JUNCTION OF U.S. HWYS. 51 AND 61, 63 FEET NORTH AND
 HB1032'50 FEET WEST OF HWY. 51 AT DRIVEWAY WEST TO THE R. HUBER
 HB1032'RESIDENCE, IN A CONCRETE POST PROJECTING 0.2 FEET, STAMPED K
 HB1032'140 1935.
 HB1032
 HB1032                          STATION RECOVERY (1968)
 HB1032
 HB1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HB1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0490 ***********************************************************************
 KC0490  DESIGNATION -  K 147
 KC0490  PID         -  KC0490
 KC0490  STATE/COUNTY-  MO/AUDRAIN
 KC0490  USGS QUAD   -  MEXICO EAST (1984)
 KC0490
 KC0490                         *CURRENT SURVEY CONTROL
 KC0490  ___________________________________________________________________
 KC0490* NAD 83(1986)-  39 09 09.     (N)    091 49 49.     (W)     SCALED    
 KC0490* NAVD 88     -       250.690  (meters)     822.47   (feet)  ADJUSTED  
 KC0490  ___________________________________________________________________
 KC0490  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KC0490  DYNAMIC HT  -         250.535 (meters)     821.96  (feet)  COMP
 KC0490  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 KC0490
 KC0490  VERT ORDER  -  SECOND    CLASS 0
 KC0490
 KC0490.The horizontal coordinates were scaled from a topographic map and have
 KC0490.an estimated accuracy of +/- 6 seconds.
 KC0490
 KC0490.The orthometric height was determined by differential leveling
 KC0490.and adjusted by the National Geodetic Survey in June 1991..
 KC0490
 KC0490.The geoid height was determined by GEOID03.
 KC0490
 KC0490.The dynamic height is computed by dividing the NAVD 88
 KC0490.geopotential number by the normal gravity value computed on the
 KC0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0490.degrees latitude (g = 980.6199 gals.).
 KC0490
 KC0490.The modeled gravity was interpolated from observed gravity values.
 KC0490
 KC0490;                    North         East    Units  Estimated Accuracy
 KC0490;SPC MO C     -   368,570.      557,890.      MT  (+/- 180 meters Scaled)
 KC0490
 KC0490                          SUPERSEDED SURVEY CONTROL
 KC0490
 KC0490  NGVD 29 (??/??/92)  250.693  (m)          822.48   (f) ADJ UNCH    2 0
 KC0490
 KC0490.Superseded values are not recommended for survey control.
 KC0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0490.See file dsdata.txt to determine how the superseded data were derived.
 KC0490
 KC0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD010343(NAD 83)
 KC0490_MARKER: DB = BENCH MARK DISK
 KC0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0490_STAMPING: K 147 1935
 KC0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0490+STABILITY: SURFACE MOTION
 KC0490
 KC0490  HISTORY     - Date     Condition        Report By
 KC0490  HISTORY     - 1935     MONUMENTED       CGS
 KC0490  HISTORY     - 1938     GOOD             NGS
 KC0490  HISTORY     - 1977     MARK NOT FOUND   USGS
 KC0490
 KC0490                          STATION DESCRIPTION
 KC0490
 KC0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KC0490'3.3 MI E FROM MEXICO.
 KC0490'3.3 MILES EAST ALONG THE WABASH RAILROAD FROM THE COUNTY
 KC0490'COURTHOUSE AT MEXICO, AUDRAIN COUNTY, 3 RAILS WEST OF MILEPOST
 KC0490'170, 1-1/2 RAILS WEST OF A ROAD CROSSING, AND 20 FEET NORTH OF
 KC0490'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 147 1935
 KC0490'AND SET IN THE TOP OF A CONCRETE POST.
 KC0490
 KC0490                          STATION RECOVERY (1977)
 KC0490
 KC0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KC0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0692 ***********************************************************************
 JC0692  DESIGNATION -  K 148
 JC0692  PID         -  JC0692
 JC0692  STATE/COUNTY-  MO/WARREN
 JC0692  USGS QUAD   -  WARRENTON (1985)
 JC0692
 JC0692                         *CURRENT SURVEY CONTROL
 JC0692  ___________________________________________________________________
 JC0692* NAD 83(1986)-  38 49 40.     (N)    091 13 57.     (W)     SCALED    
 JC0692* NAVD 88     -       280.199  (meters)     919.29   (feet)  ADJUSTED  
 JC0692  ___________________________________________________________________
 JC0692  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JC0692  DYNAMIC HT  -         280.017 (meters)     918.69  (feet)  COMP
 JC0692  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 JC0692
 JC0692  VERT ORDER  -  SECOND    CLASS 0
 JC0692
 JC0692.The horizontal coordinates were scaled from a topographic map and have
 JC0692.an estimated accuracy of +/- 6 seconds.
 JC0692
 JC0692.The orthometric height was determined by differential leveling
 JC0692.and adjusted by the National Geodetic Survey in June 1991..
 JC0692
 JC0692.The geoid height was determined by GEOID03.
 JC0692
 JC0692.The dynamic height is computed by dividing the NAVD 88
 JC0692.geopotential number by the normal gravity value computed on the
 JC0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0692.degrees latitude (g = 980.6199 gals.).
 JC0692
 JC0692.The modeled gravity was interpolated from observed gravity values.
 JC0692
 JC0692;                    North         East    Units  Estimated Accuracy
 JC0692;SPC MO E     -   332,570.      186,400.      MT  (+/- 180 meters Scaled)
 JC0692
 JC0692                          SUPERSEDED SURVEY CONTROL
 JC0692
 JC0692  NGVD 29 (??/??/92)  280.200  (m)          919.29   (f) ADJ UNCH    2 0
 JC0692
 JC0692.Superseded values are not recommended for survey control.
 JC0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0692.See file dsdata.txt to determine how the superseded data were derived.
 JC0692
 JC0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC534991(NAD 83)
 JC0692_MARKER: DB = BENCH MARK DISK
 JC0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0692_STAMPING: K 148 1935
 JC0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0692+STABILITY: SURFACE MOTION
 JC0692
 JC0692  HISTORY     - Date     Condition        Report By
 JC0692  HISTORY     - 1935     MONUMENTED       CGS
 JC0692  HISTORY     - 1970     POOR             USGS
 JC0692
 JC0692                          STATION DESCRIPTION
 JC0692
 JC0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0692'AT PENDLETON.
 JC0692'AT PENDLETON, WARREN COUNTY, ON THE WABASH RAILROAD, 3 RAILS WEST
 JC0692'OF THE STATION, 30 FEET EAST OF A STREET CROSSING, AND 15 FEET
 JC0692'NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 JC0692'STAMPED K 148 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JC0692
 JC0692                          STATION RECOVERY (1970)
 JC0692
 JC0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JC0692'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0551 ***********************************************************************
 JC0551  DESIGNATION -  K 149
 JC0551  PID         -  JC0551
 JC0551  STATE/COUNTY-  MO/ST CHARLES
 JC0551  USGS QUAD   -  KAMPVILLE (1994)
 JC0551
 JC0551                         *CURRENT SURVEY CONTROL
 JC0551  ___________________________________________________________________
 JC0551* NAD 83(1986)-  38 48 05.     (N)    090 36 20.     (W)     SCALED    
 JC0551* NAVD 88     -       134.601  (meters)     441.60   (feet)  ADJUSTED  
 JC0551  ___________________________________________________________________
 JC0551  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JC0551  DYNAMIC HT  -         134.518 (meters)     441.33  (feet)  COMP
 JC0551  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 JC0551
 JC0551  VERT ORDER  -  SECOND    CLASS 0
 JC0551
 JC0551.The horizontal coordinates were scaled from a topographic map and have
 JC0551.an estimated accuracy of +/- 6 seconds.
 JC0551
 JC0551.The orthometric height was determined by differential leveling
 JC0551.and adjusted by the National Geodetic Survey in June 1991..
 JC0551
 JC0551.The geoid height was determined by GEOID03.
 JC0551
 JC0551.The dynamic height is computed by dividing the NAVD 88
 JC0551.geopotential number by the normal gravity value computed on the
 JC0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0551.degrees latitude (g = 980.6199 gals.).
 JC0551
 JC0551.The modeled gravity was interpolated from observed gravity values.
 JC0551
 JC0551;                    North         East    Units  Estimated Accuracy
 JC0551;SPC MO E     -   329,390.      240,830.      MT  (+/- 180 meters Scaled)
 JC0551
 JC0551                          SUPERSEDED SURVEY CONTROL
 JC0551
 JC0551  NGVD 29 (??/??/92)  134.629  (m)          441.70   (f) ADJ UNCH    2 0
 JC0551
 JC0551.Superseded values are not recommended for survey control.
 JC0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0551.See file dsdata.txt to determine how the superseded data were derived.
 JC0551
 JC0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC079974(NAD 83)
 JC0551_MARKER: DB = BENCH MARK DISK
 JC0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0551_STAMPING: K 149 1935
 JC0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0551+STABILITY: SURFACE MOTION
 JC0551
 JC0551  HISTORY     - Date     Condition        Report By
 JC0551  HISTORY     - 1935     MONUMENTED       CGS
 JC0551  HISTORY     - 20060724 MARK NOT FOUND   INDIV
 JC0551
 JC0551                          STATION DESCRIPTION
 JC0551
 JC0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0551'0.9 MI E FROM ST PETERS.
 JC0551'0.9 MILE EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0551'ST. PETERS, ST. CHARLES COUNTY, 250 FEET EAST OF MILEPOST 246,
 JC0551'30 FEET EAST OF A COUNTY-ROAD CROSSING, 45 FEET SOUTH OF THE
 JC0551'CENTERLINE OF THE TRACK, 30 FEET EAST OF THE RIGHT-OF-WAY FENCE
 JC0551'CORNER, AND ONE FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A
 JC0551'STANDARD DISK, STAMPED K 149 1935 AND SET IN THE TOP OF A
 JC0551'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 JC0551
 JC0551                          STATION RECOVERY (2006)
 JC0551
 JC0551'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MSS)
 JC0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0563 ***********************************************************************
 LD0563  DESIGNATION -  K 15
 LD0563  PID         -  LD0563
 LD0563  STATE/COUNTY-  MO/LEWIS
 LD0563  USGS QUAD   -  MONTICELLO (1975)
 LD0563
 LD0563                         *CURRENT SURVEY CONTROL
 LD0563  ___________________________________________________________________
 LD0563* NAD 83(1986)-  40 02 32.     (N)    091 44 55.     (W)     SCALED    
 LD0563* NAVD 88     -       211.058  (meters)     692.45   (feet)  ADJUSTED  
 LD0563  ___________________________________________________________________
 LD0563  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LD0563  DYNAMIC HT  -         210.949 (meters)     692.09  (feet)  COMP
 LD0563  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 LD0563
 LD0563  VERT ORDER  -  FIRST     CLASS II
 LD0563
 LD0563.The horizontal coordinates were scaled from a topographic map and have
 LD0563.an estimated accuracy of +/- 6 seconds.
 LD0563
 LD0563.The orthometric height was determined by differential leveling
 LD0563.and adjusted by the National Geodetic Survey in June 1991..
 LD0563
 LD0563.The geoid height was determined by GEOID03.
 LD0563
 LD0563.The dynamic height is computed by dividing the NAVD 88
 LD0563.geopotential number by the normal gravity value computed on the
 LD0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0563.degrees latitude (g = 980.6199 gals.).
 LD0563
 LD0563.The modeled gravity was interpolated from observed gravity values.
 LD0563
 LD0563;                    North         East    Units  Estimated Accuracy
 LD0563;SPC MO E     -   467,880.      143,450.      MT  (+/- 180 meters Scaled)
 LD0563
 LD0563                          SUPERSEDED SURVEY CONTROL
 LD0563
 LD0563  NGVD 29 (??/??/92)  211.120  (m)          692.65   (f) ADJ UNCH    1 2
 LD0563
 LD0563.Superseded values are not recommended for survey control.
 LD0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0563.See file dsdata.txt to determine how the superseded data were derived.
 LD0563
 LD0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE067331(NAD 83)
 LD0563_MARKER: DB = BENCH MARK DISK
 LD0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0563_STAMPING: K 15 1933
 LD0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0563+STABILITY: SURFACE MOTION
 LD0563
 LD0563  HISTORY     - Date     Condition        Report By
 LD0563  HISTORY     - 1933     MONUMENTED       CGS
 LD0563  HISTORY     - 1962     POOR             NGS
 LD0563
 LD0563                          STATION DESCRIPTION
 LD0563
 LD0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LD0563'AT TOLONA.
 LD0563'AT TOLONA, LEWIS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0563'RAILROAD, 300 FEET NORTHWEST OF THE STATION, 45 FEET SOUTHEAST
 LD0563'OF A ROAD CROSSING, 15 FEET SOUTHEAST OF A SWITCH, AND 20 FEET
 LD0563'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LD0563'K 15 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST WAS
 LD0563'FOUND INTACT BUT, DIRT ALONG THE EAST SIDE HAS BEEN MOVED AWAY
 LD0563'FROM THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0020 ***********************************************************************
 JE0020  DESIGNATION -  K 15
 JE0020  PID         -  JE0020
 JE0020  STATE/COUNTY-  MO/CASS
 JE0020  USGS QUAD   -  AUSTIN (1981)
 JE0020
 JE0020                         *CURRENT SURVEY CONTROL
 JE0020  ___________________________________________________________________
 JE0020* NAD 83(1986)-  38 33 32.     (N)    094 21 35.     (W)     SCALED    
 JE0020* NAVD 88     -       256.941  (meters)     842.98   (feet)  ADJUSTED  
 JE0020  ___________________________________________________________________
 JE0020  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0020  DYNAMIC HT  -         256.764 (meters)     842.40  (feet)  COMP
 JE0020  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 JE0020
 JE0020  VERT ORDER  -  FIRST     CLASS II
 JE0020
 JE0020.The horizontal coordinates were scaled from a topographic map and have
 JE0020.an estimated accuracy of +/- 6 seconds.
 JE0020
 JE0020.The orthometric height was determined by differential leveling
 JE0020.and adjusted by the National Geodetic Survey in June 1991..
 JE0020.WARNING-Repeat measurements at this control monument indicate possible
 JE0020.vertical movement.
 JE0020
 JE0020.The geoid height was determined by GEOID03.
 JE0020
 JE0020.The dynamic height is computed by dividing the NAVD 88
 JE0020.geopotential number by the normal gravity value computed on the
 JE0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0020.degrees latitude (g = 980.6199 gals.).
 JE0020
 JE0020.The modeled gravity was interpolated from observed gravity values.
 JE0020
 JE0020;                    North         East    Units  Estimated Accuracy
 JE0020;SPC MO W     -   265,490.      862,230.      MT  (+/- 180 meters Scaled)
 JE0020
 JE0020                          SUPERSEDED SURVEY CONTROL
 JE0020
 JE0020  NGVD 29 (??/??/92)  256.828  (m)          842.61   (f) ADJ UNCH    1 2
 JE0020
 JE0020.Superseded values are not recommended for survey control.
 JE0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0020.See file dsdata.txt to determine how the superseded data were derived.
 JE0020
 JE0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC815687(NAD 83)
 JE0020_MARKER: DB = BENCH MARK DISK
 JE0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0020_SP_SET: CONCRETE POST
 JE0020_STAMPING: K 15 1938
 JE0020_MARK LOGO: USGS  
 JE0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0020+STABILITY: SURFACE MOTION
 JE0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0020+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE0020
 JE0020  HISTORY     - Date     Condition        Report By
 JE0020  HISTORY     - 1938     MONUMENTED       USGS
 JE0020  HISTORY     - 1963     GOOD             NGS
 JE0020  HISTORY     - 20051112 GOOD             INDIV
 JE0020
 JE0020                          STATION DESCRIPTION
 JE0020
 JE0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0020'6.3 MI N FROM ARCHIE.
 JE0020'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0020'THE STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD,
 JE0020'THENCE 2.5 MILE NORTH ALONG U.S. HIGHWAY 71, THENCE 0.5 MILE
 JE0020'WEST ALONG A GRAVELED ROAD, OR 7.45 MILES SOUTH ALONG THE MISSOURI
 JE0020'PACIFIC RAILROAD FROM THE STATION AT HARRISONVILLE, 107 1/2
 JE0020'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILEPOST NUMBER 266.10,
 JE0020'39 FEET EAST OF THE EAST RAIL, 54 FEET NORTHEAST OF THE CENTER
 JE0020'OF A ROAD CROSSING, 21 FEET NORTHWEST OF A POWER POLE, 37 FEET
 JE0020'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 2 FEET WEST OF A
 JE0020'FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 JE0020'BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 JE0020'POST PROJECTING 3 INCHES.
 JE0020
 JE0020                          STATION RECOVERY (2005)
 JE0020
 JE0020'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0020'THE ROAD IS NOW PAVED.  THE FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0025 ***********************************************************************
 JE0025  DESIGNATION -  K 16
 JE0025  PID         -  JE0025
 JE0025  STATE/COUNTY-  MO/CASS
 JE0025  USGS QUAD   -  AUSTIN (1981)
 JE0025
 JE0025                         *CURRENT SURVEY CONTROL
 JE0025  ___________________________________________________________________
 JE0025* NAD 83(1986)-  38 36 11.     (N)    094 21 47.     (W)     SCALED    
 JE0025* NAVD 88     -       265.729  (meters)     871.81   (feet)  ADJUSTED  
 JE0025  ___________________________________________________________________
 JE0025  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0025  DYNAMIC HT  -         265.546 (meters)     871.21  (feet)  COMP
 JE0025  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 JE0025
 JE0025  VERT ORDER  -  FIRST     CLASS II
 JE0025
 JE0025.The horizontal coordinates were scaled from a topographic map and have
 JE0025.an estimated accuracy of +/- 6 seconds.
 JE0025
 JE0025.The orthometric height was determined by differential leveling
 JE0025.and adjusted by the National Geodetic Survey in June 1991..
 JE0025.WARNING-Repeat measurements at this control monument indicate possible
 JE0025.vertical movement.
 JE0025
 JE0025.The geoid height was determined by GEOID03.
 JE0025
 JE0025.The dynamic height is computed by dividing the NAVD 88
 JE0025.geopotential number by the normal gravity value computed on the
 JE0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0025.degrees latitude (g = 980.6199 gals.).
 JE0025
 JE0025.The modeled gravity was interpolated from observed gravity values.
 JE0025
 JE0025;                    North         East    Units  Estimated Accuracy
 JE0025;SPC MO W     -   270,400.      861,930.      MT  (+/- 180 meters Scaled)
 JE0025
 JE0025                          SUPERSEDED SURVEY CONTROL
 JE0025
 JE0025  NGVD 29 (??/??/92)  265.615  (m)          871.44   (f) ADJ UNCH    1 2
 JE0025
 JE0025.Superseded values are not recommended for survey control.
 JE0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0025.See file dsdata.txt to determine how the superseded data were derived.
 JE0025
 JE0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC813736(NAD 83)
 JE0025_MARKER: DB = BENCH MARK DISK
 JE0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0025_SP_SET: CONCRETE POST
 JE0025_STAMPING: K 16 1938
 JE0025_MARK LOGO: USGS  
 JE0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0025+STABILITY: SURFACE MOTION
 JE0025
 JE0025  HISTORY     - Date     Condition        Report By
 JE0025  HISTORY     - 1938     MONUMENTED       USGS
 JE0025  HISTORY     - 1963     GOOD             NGS
 JE0025
 JE0025                          STATION DESCRIPTION
 JE0025
 JE0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0025'4.4 MI S FROM HARRISONVILLE.
 JE0025'ABOUT 4.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0025'THE STATION AT HARRISONVILLE, IN SECTION 17, T 44 N, R 31 W, AT
 JE0025'A CROSSING OF THE RAILROAD AND A ROAD, AT MILEPOST 263-10, 75 FEET
 JE0025'WEST OF THE WEST RAIL, 24 FEET NORTH OF THE CENTER LINE OF THE
 JE0025'ROAD, 23 FEET WEST OF A POWER POLE, 3 FEET NORTH OF A FENCE, 2.4
 JE0025'FEET NORTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL
 JE0025'OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JE0025'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0602 ***********************************************************************
 LE0602  DESIGNATION -  K 16 RESET
 LE0602  PID         -  LE0602
 LE0602  STATE/COUNTY-  MO/ADAIR
 LE0602  USGS QUAD   -  KIRKSVILLE (1979)
 LE0602
 LE0602                         *CURRENT SURVEY CONTROL
 LE0602  ___________________________________________________________________
 LE0602* NAD 83(1986)-  40 11 38.     (N)    092 33 30.     (W)     SCALED    
 LE0602* NAVD 88     -       292.27   (meters)     958.9    (feet)  RESET     
 LE0602  ___________________________________________________________________
 LE0602  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LE0602
 LE0602  VERT ORDER  -  THIRD
 LE0602
 LE0602.The horizontal coordinates were scaled from a topographic map and have
 LE0602.an estimated accuracy of +/- 6 seconds.
 LE0602
 LE0602.The orthometric height was computed from unverified reset data.
 LE0602.No vertical observational check was made to the station.
 LE0602
 LE0602.The geoid height was determined by GEOID03.
 LE0602
 LE0602;                    North         East    Units  Estimated Accuracy
 LE0602;SPC MO C     -   483,980.      495,030.      MT  (+/- 180 meters Scaled)
 LE0602
 LE0602                          SUPERSEDED SURVEY CONTROL
 LE0602
 LE0602  NGVD 29 (02/22/06)  292.27   (m)          958.9    (f) RESET       3  
 LE0602
 LE0602.Superseded values are not recommended for survey control.
 LE0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0602.See file dsdata.txt to determine how the superseded data were derived.
 LE0602
 LE0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE375493(NAD 83)
 LE0602_MARKER: DB = BENCH MARK DISK
 LE0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0602_SP_SET: CONCRETE POST
 LE0602_STAMPING: K 16 RESET 1985
 LE0602_MARK LOGO: NGS   
 LE0602_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0602+STABILITY: SURFACE MOTION
 LE0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0602+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 LE0602
 LE0602  HISTORY     - Date     Condition        Report By
 LE0602  HISTORY     - 1985     MONUMENTED       NGS
 LE0602  HISTORY     - 20060504 GOOD             MODNR
 LE0602
 LE0602                          STATION DESCRIPTION
 LE0602
 LE0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LE0602'IN THE EAST EDGE OF KIRKSVILLE, 0.8 MI (1.3 KM) EAST ALONG JEFFERSON
 LE0602'STREET, FROM THE POST OFFICE, THENCE 0.05 MI (0.08 KM) LEFT AND NORTH
 LE0602'ALONG EAST COTTAGE GROVE STREET, THENCE 0.45 MI (0.72 KM) RIGHT AND
 LE0602'EAST ALONG EAST MCPHERSON STREET TO JAMISON STREET AND THE MARK IN
 LE0602'THE NORTHWEST ANGLE OF THE INTERSECTION, 29 FT (8.8 M) WEST FROM THE
 LE0602'CENTERLINE OF JAMISON STREET, 22 FT (6.7 M) NORTH FROM THE CENTERLINE
 LE0602'OF EAST MCPHERSON STREET, 2.5 FT (0.8 M) SOUTHEAST FROM A POWERLINE
 LE0602'POLE.
 LE0602
 LE0602                          STATION RECOVERY (2006)
 LE0602
 LE0602'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 LE0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0202 ***********************************************************************
 GE0202  DESIGNATION -  K 168
 GE0202  PID         -  GE0202
 GE0202  STATE/COUNTY-  MO/DUNKLIN
 GE0202  USGS QUAD   -  ARBYRD (1983)
 GE0202
 GE0202                         *CURRENT SURVEY CONTROL
 GE0202  ___________________________________________________________________
 GE0202* NAD 83(1986)-  36 01 02.     (N)    090 14 40.     (W)     SCALED    
 GE0202* NAVD 88     -        74.569  (meters)     244.65   (feet)  ADJUSTED  
 GE0202  ___________________________________________________________________
 GE0202  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GE0202  DYNAMIC HT  -          74.506 (meters)     244.44  (feet)  COMP
 GE0202  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 GE0202
 GE0202  VERT ORDER  -  FIRST     CLASS II
 GE0202
 GE0202.The horizontal coordinates were scaled from a topographic map and have
 GE0202.an estimated accuracy of +/- 6 seconds.
 GE0202
 GE0202.The orthometric height was determined by differential leveling
 GE0202.and adjusted by the National Geodetic Survey in June 1991..
 GE0202
 GE0202.The geoid height was determined by GEOID03.
 GE0202
 GE0202.The dynamic height is computed by dividing the NAVD 88
 GE0202.geopotential number by the normal gravity value computed on the
 GE0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0202.degrees latitude (g = 980.6199 gals.).
 GE0202
 GE0202.The modeled gravity was interpolated from observed gravity values.
 GE0202
 GE0202;                    North         East    Units  Estimated Accuracy
 GE0202;SPC MO E     -    20,430.      273,040.      MT  (+/- 180 meters Scaled)
 GE0202
 GE0202                          SUPERSEDED SURVEY CONTROL
 GE0202
 GE0202  NGVD 29 (??/??/92)   74.557  (m)          244.61   (f) ADJ UNCH    1 2
 GE0202
 GE0202.Superseded values are not recommended for survey control.
 GE0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0202.See file dsdata.txt to determine how the superseded data were derived.
 GE0202
 GE0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV483893(NAD 83)
 GE0202_MARKER: DB = BENCH MARK DISK
 GE0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0202_STAMPING: K 168 1938
 GE0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0202+STABILITY: SURFACE MOTION
 GE0202
 GE0202  HISTORY     - Date     Condition        Report By
 GE0202  HISTORY     - 1938     MONUMENTED       CGS
 GE0202  HISTORY     - 1956     GOOD             NGS
 GE0202  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0202
 GE0202                          STATION DESCRIPTION
 GE0202
 GE0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GE0202'2.2 MI S FROM ARBYRD.
 GE0202'ABOUT 2.25 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0202'FROM THE STATION AT ARBYRD, AT AN EAST-WEST ROAD CROSSING,
 GE0202'ABOUT 1 1/2 TELEPHONE POLES NORTH OF MILE POLE 242, 42 1/2
 GE0202'FEET WEST OF WEST RAIL, 39 FEET NORTH OF CENTER LINE OF ROAD, 56
 GE0202'FEET WEST-NORTHWEST OF CENTER OF CROSSING, 14 FEET SOUTH OF
 GE0202'TELEPHONE POLE NO. 5 ON AN EAST-WEST TELEPHONE LINE, 8 FEET
 GE0202'NORTHEAST OF A FENCE CORNER, 5 FEET EAST OF A FENCE LINE, 2 FEET
 GE0202'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 GE0202'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 GE0202'INCH.
 GE0202
 GE0202                          STATION RECOVERY (1981)
 GE0202
 GE0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0791 ***********************************************************************
 HD0791  DESIGNATION -  K 169
 HD0791  PID         -  HD0791
 HD0791  STATE/COUNTY-  MO/CEDAR
 HD0791  USGS QUAD   -  STOCKTON (1981)
 HD0791
 HD0791                         *CURRENT SURVEY CONTROL
 HD0791  ___________________________________________________________________
 HD0791* NAD 83(1986)-  37 41 53.     (N)    093 47 46.     (W)     SCALED    
 HD0791* NAVD 88     -       294.359  (meters)     965.74   (feet)  ADJUSTED  
 HD0791  ___________________________________________________________________
 HD0791  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HD0791  DYNAMIC HT  -         294.138 (meters)     965.02  (feet)  COMP
 HD0791  MODELED GRAV-     979,871.3   (mgal)                       NAVD 88
 HD0791
 HD0791  VERT ORDER  -  SECOND    CLASS 0
 HD0791
 HD0791.The horizontal coordinates were scaled from a topographic map and have
 HD0791.an estimated accuracy of +/- 6 seconds.
 HD0791
 HD0791.The orthometric height was determined by differential leveling
 HD0791.and adjusted by the National Geodetic Survey in June 1991..
 HD0791
 HD0791.The geoid height was determined by GEOID03.
 HD0791
 HD0791.The dynamic height is computed by dividing the NAVD 88
 HD0791.geopotential number by the normal gravity value computed on the
 HD0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0791.degrees latitude (g = 980.6199 gals.).
 HD0791
 HD0791.The modeled gravity was interpolated from observed gravity values.
 HD0791
 HD0791;                    North         East    Units  Estimated Accuracy
 HD0791;SPC MO W     -   170,170.      912,070.      MT  (+/- 180 meters Scaled)
 HD0791
 HD0791                          SUPERSEDED SURVEY CONTROL
 HD0791
 HD0791  NGVD 29 (??/??/92)  294.243  (m)          965.36   (f) ADJ UNCH    2 0
 HD0791
 HD0791.Superseded values are not recommended for survey control.
 HD0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0791.See file dsdata.txt to determine how the superseded data were derived.
 HD0791
 HD0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB298726(NAD 83)
 HD0791_MARKER: DB = BENCH MARK DISK
 HD0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0791_SP_SET: STEP
 HD0791_STAMPING: K 169 1940
 HD0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0791
 HD0791  HISTORY     - Date     Condition        Report By
 HD0791  HISTORY     - 1940     MONUMENTED       CGS
 HD0791
 HD0791                          STATION DESCRIPTION
 HD0791
 HD0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HD0791'AT STOCKTON.
 HD0791'AT STOCKTON, CEDAR COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 HD0791'FRONT (EAST) ENTRANCE, AND IN THE TOP OF THE NORTH END OF THE
 HD0791'BOTTOM STEP.  A STANDARD DISK, STAMPED K 169 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0289 ***********************************************************************
 LE0289  DESIGNATION -  K 17
 LE0289  PID         -  LE0289
 LE0289  STATE/COUNTY-  MO/SULLIVAN
 LE0289  USGS QUAD   -  BROWNING (1964)
 LE0289
 LE0289                         *CURRENT SURVEY CONTROL
 LE0289  ___________________________________________________________________
 LE0289* NAD 83(1986)-  40 07 23.     (N)    093 13 17.     (W)     SCALED    
 LE0289* NAVD 88     -       246.778  (meters)     809.64   (feet)  ADJUSTED  
 LE0289  ___________________________________________________________________
 LE0289  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LE0289  DYNAMIC HT  -         246.647 (meters)     809.21  (feet)  COMP
 LE0289  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 LE0289
 LE0289  VERT ORDER  -  FIRST     CLASS II
 LE0289
 LE0289.The horizontal coordinates were scaled from a topographic map and have
 LE0289.an estimated accuracy of +/- 6 seconds.
 LE0289
 LE0289.The orthometric height was determined by differential leveling
 LE0289.and adjusted by the National Geodetic Survey in June 1991..
 LE0289
 LE0289.The geoid height was determined by GEOID03.
 LE0289
 LE0289.The dynamic height is computed by dividing the NAVD 88
 LE0289.geopotential number by the normal gravity value computed on the
 LE0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0289.degrees latitude (g = 980.6199 gals.).
 LE0289
 LE0289.The modeled gravity was interpolated from observed gravity values.
 LE0289
 LE0289;                    North         East    Units  Estimated Accuracy
 LE0289;SPC MO C     -   476,360.      438,510.      MT  (+/- 180 meters Scaled)
 LE0289
 LE0289                          SUPERSEDED SURVEY CONTROL
 LE0289
 LE0289  NGVD 29 (??/??/92)  246.760  (m)          809.58   (f) ADJ UNCH    1 2
 LE0289
 LE0289.Superseded values are not recommended for survey control.
 LE0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0289.See file dsdata.txt to determine how the superseded data were derived.
 LE0289
 LE0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE811414(NAD 83)
 LE0289_MARKER: DB = BENCH MARK DISK
 LE0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0289_STAMPING: K 17 1933
 LE0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0289+STABILITY: SURFACE MOTION
 LE0289
 LE0289  HISTORY     - Date     Condition        Report By
 LE0289  HISTORY     - 1933     MONUMENTED       CGS
 LE0289  HISTORY     - 1966     GOOD             NGS
 LE0289
 LE0289                          STATION DESCRIPTION
 LE0289
 LE0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LE0289'2.2 MI SW FROM REGER.
 LE0289'THE TRACK ALONG THE ABANDONED RAILROAD HAS BEEN TAKEN UP, THE
 LE0289'OLD TRESTLE IS GONE, THE MARK IS NOW 39 FEET EAST OF THE CENTER
 LE0289'OF A GRAVELED ROAD, 30 FEET SOUTH OF A ROAD LEADING EAST AND
 LE0289'SOUTH, THIS ROAD CROSSES THE OLD RAILROAD BED, 1 FOOT NORTH OF
 LE0289'A METAL WITNESS POST, IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 LE0289'OF THE ROADS, AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0027 ***********************************************************************
 JE0027  DESIGNATION -  K 17
 JE0027  PID         -  JE0027
 JE0027  STATE/COUNTY-  MO/CASS
 JE0027  USGS QUAD   -  HARRISONVILLE (1981)
 JE0027
 JE0027                         *CURRENT SURVEY CONTROL
 JE0027  ___________________________________________________________________
 JE0027* NAD 83(1986)-  38 37 55.     (N)    094 21 44.     (W)     SCALED    
 JE0027* NAVD 88     -       274.720  (meters)     901.31   (feet)  ADJUSTED  
 JE0027  ___________________________________________________________________
 JE0027  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0027  DYNAMIC HT  -         274.532 (meters)     900.69  (feet)  COMP
 JE0027  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 JE0027
 JE0027  VERT ORDER  -  FIRST     CLASS II
 JE0027
 JE0027.The horizontal coordinates were scaled from a topographic map and have
 JE0027.an estimated accuracy of +/- 6 seconds.
 JE0027
 JE0027.The orthometric height was determined by differential leveling
 JE0027.and adjusted by the National Geodetic Survey in June 1991..
 JE0027
 JE0027.The geoid height was determined by GEOID03.
 JE0027
 JE0027.The dynamic height is computed by dividing the NAVD 88
 JE0027.geopotential number by the normal gravity value computed on the
 JE0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0027.degrees latitude (g = 980.6199 gals.).
 JE0027
 JE0027.The modeled gravity was interpolated from observed gravity values.
 JE0027
 JE0027;                    North         East    Units  Estimated Accuracy
 JE0027;SPC MO W     -   273,600.      862,000.      MT  (+/- 180 meters Scaled)
 JE0027
 JE0027                          SUPERSEDED SURVEY CONTROL
 JE0027
 JE0027  NGVD 29 (??/??/92)  274.606  (m)          900.94   (f) ADJ UNCH    1 2
 JE0027
 JE0027.Superseded values are not recommended for survey control.
 JE0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0027.See file dsdata.txt to determine how the superseded data were derived.
 JE0027
 JE0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC814768(NAD 83)
 JE0027_MARKER: DB = BENCH MARK DISK
 JE0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0027_SP_SET: CONCRETE POST
 JE0027_STAMPING: K 17 1938
 JE0027_MARK LOGO: USGS  
 JE0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0027+STABILITY: SURFACE MOTION
 JE0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0027+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 JE0027
 JE0027  HISTORY     - Date     Condition        Report By
 JE0027  HISTORY     - 1938     MONUMENTED       USGS
 JE0027  HISTORY     - 1963     GOOD             NGS
 JE0027  HISTORY     - 20051021 GOOD             INDIV
 JE0027
 JE0027                          STATION DESCRIPTION
 JE0027
 JE0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0027'2.4 MI S FROM HARRISONVILLE.
 JE0027'ABOUT 2.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0027'STATION AT HARRISONVILLE, AT A CROSSING OF THE RAILROAD AND A ROAD,
 JE0027'1 POLE NORTH OF MILEPOST 261-10, IN SECTION 5, T 44 N, R 31 W,
 JE0027'59 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 43 FEET EAST
 JE0027'OF THE EAST RAIL, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JE0027'9.0 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 JE0027'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JE0027'IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 JE0027
 JE0027                          STATION RECOVERY (2005)
 JE0027
 JE0027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0027'MARKER IS NOW 0.25 FEET ABOVE GROUND.  A WITNESS POST IS 0.5 FEET TO
 JE0027'THE SOUTH OF THE MARKER.  AN ELECTRICAL POWER SUB-STATION IS ABOUT 100
 JE0027'FEET TO THE NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0203 ***********************************************************************
 GE0203  DESIGNATION -  K 170
 GE0203  PID         -  GE0203
 GE0203  STATE/COUNTY-  MO/DUNKLIN
 GE0203  USGS QUAD   -  ARBYRD (1983)
 GE0203
 GE0203                         *CURRENT SURVEY CONTROL
 GE0203  ___________________________________________________________________
 GE0203* NAD 83(1986)-  36 00 35.     (N)    090 14 43.     (W)     SCALED    
 GE0203* NAVD 88     -        74.751  (meters)     245.25   (feet)  ADJUSTED  
 GE0203  ___________________________________________________________________
 GE0203  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GE0203  DYNAMIC HT  -          74.688 (meters)     245.04  (feet)  COMP
 GE0203  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 GE0203
 GE0203  VERT ORDER  -  FIRST     CLASS II
 GE0203
 GE0203.The horizontal coordinates were scaled from a topographic map and have
 GE0203.an estimated accuracy of +/- 6 seconds.
 GE0203
 GE0203.The orthometric height was determined by differential leveling
 GE0203.and adjusted by the National Geodetic Survey in June 1991..
 GE0203
 GE0203.The geoid height was determined by GEOID03.
 GE0203
 GE0203.The dynamic height is computed by dividing the NAVD 88
 GE0203.geopotential number by the normal gravity value computed on the
 GE0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0203.degrees latitude (g = 980.6199 gals.).
 GE0203
 GE0203.The modeled gravity was interpolated from observed gravity values.
 GE0203
 GE0203;                    North         East    Units  Estimated Accuracy
 GE0203;SPC MO E     -    19,600.      272,960.      MT  (+/- 180 meters Scaled)
 GE0203
 GE0203                          SUPERSEDED SURVEY CONTROL
 GE0203
 GE0203  NGVD 29 (??/??/92)   74.739  (m)          245.21   (f) ADJ UNCH    1 2
 GE0203
 GE0203.Superseded values are not recommended for survey control.
 GE0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0203.See file dsdata.txt to determine how the superseded data were derived.
 GE0203
 GE0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV482885(NAD 83)
 GE0203_MARKER: DB = BENCH MARK DISK
 GE0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0203_STAMPING: K 170 1956
 GE0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0203+STABILITY: SURFACE MOTION
 GE0203
 GE0203  HISTORY     - Date     Condition        Report By
 GE0203  HISTORY     - 1956     MONUMENTED       CGS
 GE0203  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0203
 GE0203                          STATION DESCRIPTION
 GE0203
 GE0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0203'2.8 MI S FROM ARBYRD.
 GE0203'ABOUT 2.8 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0203'FROM THE STATION AT ARBYRD, ABOUT 0.2 MILE SOUTHEAST OF PAULDING
 GE0203'SCHOOL, ABOUT 0.9 MILE NORTH OF THE ARKANSAS-MISSOURI STATE
 GE0203'LINE, AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 49 FEET
 GE0203'WEST OF WEST RAIL, 80 FEET WEST AND ACROSS TRACK FROM TELEPHONE
 GE0203'POLE NO. 242/14, 3 FEET WEST OF A FENCE LINE, 2 FEET EAST OF A
 GE0203'WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF TRACK AND
 GE0203'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GE0203
 GE0203                          STATION RECOVERY (1981)
 GE0203
 GE0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GE0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0407 ***********************************************************************
 GE0407  DESIGNATION -  K 171
 GE0407  PID         -  GE0407
 GE0407  STATE/COUNTY-  MO/BUTLER
 GE0407  USGS QUAD   -  NAYLOR (1979)
 GE0407
 GE0407                         *CURRENT SURVEY CONTROL
 GE0407  ___________________________________________________________________
 GE0407* NAD 83(1986)-  36 33 53.     (N)    090 32 18.     (W)     SCALED    
 GE0407* NAVD 88     -        90.778  (meters)     297.83   (feet)  ADJUSTED  
 GE0407  ___________________________________________________________________
 GE0407  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GE0407  DYNAMIC HT  -          90.705 (meters)     297.59  (feet)  COMP
 GE0407  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 GE0407
 GE0407  VERT ORDER  -  FIRST     CLASS II
 GE0407
 GE0407.The horizontal coordinates were scaled from a topographic map and have
 GE0407.an estimated accuracy of +/- 6 seconds.
 GE0407
 GE0407.The orthometric height was determined by differential leveling
 GE0407.and adjusted by the National Geodetic Survey in June 1991..
 GE0407
 GE0407.The geoid height was determined by GEOID03.
 GE0407
 GE0407.The dynamic height is computed by dividing the NAVD 88
 GE0407.geopotential number by the normal gravity value computed on the
 GE0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0407.degrees latitude (g = 980.6199 gals.).
 GE0407
 GE0407.The modeled gravity was interpolated from observed gravity values.
 GE0407
 GE0407;                    North         East    Units  Estimated Accuracy
 GE0407;SPC MO E     -    81,150.      246,570.      MT  (+/- 180 meters Scaled)
 GE0407
 GE0407                          SUPERSEDED SURVEY CONTROL
 GE0407
 GE0407  NGVD 29 (??/??/92)   90.764  (m)          297.78   (f) ADJ UNCH    1 2
 GE0407
 GE0407.Superseded values are not recommended for survey control.
 GE0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0407.See file dsdata.txt to determine how the superseded data were derived.
 GE0407
 GE0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA202494(NAD 83)
 GE0407_MARKER: DB = BENCH MARK DISK
 GE0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0407_STAMPING: K 171 1956
 GE0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0407+STABILITY: SURFACE MOTION
 GE0407
 GE0407  HISTORY     - Date     Condition        Report By
 GE0407  HISTORY     - 1956     MONUMENTED       CGS
 GE0407  HISTORY     - 20031216 MARK NOT FOUND   USACE
 GE0407
 GE0407                          STATION DESCRIPTION
 GE0407
 GE0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0407'1.8 MI W FROM NEELYVILLE.
 GE0407'ABOUT 1.85 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0407'THE STATION AT NEELYVILLE, ABOUT 12 1/2 TELEPHONE POLES WEST OF
 GE0407'MILE POLE 182, AT A NORTH-SOUTH ROAD CROSSING, 46 FEET NORTH OF
 GE0407'NORTH RAIL, 57 FEET NORTHEAST OF CENTER OF CROSSING, 87 FEET
 GE0407'EAST-NORTHEAST AND ACROSS ROAD FROM TELEPHONE POLE NO. 182/13,
 GE0407'40 FEET EAST OF CENTER LINE OF ROAD, 13 FEET EAST OF A FENCE
 GE0407'CORNER, 1 FOOT SOUTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE
 GE0407'WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET
 GE0407'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GE0407
 GE0407                          STATION RECOVERY (2003)
 GE0407
 GE0407'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 GE0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0728 ***********************************************************************
 JC0728  DESIGNATION -  K 173
 JC0728  PID         -  JC0728
 JC0728  STATE/COUNTY-  MO/FRANKLIN
 JC0728  USGS QUAD   -  UNION (1980)
 JC0728
 JC0728                         *CURRENT SURVEY CONTROL
 JC0728  ___________________________________________________________________
 JC0728* NAD 83(1986)-  38 26 53.     (N)    091 03 07.     (W)     SCALED    
 JC0728* NAVD 88     -       210.362  (meters)     690.16   (feet)  ADJUSTED  
 JC0728  ___________________________________________________________________
 JC0728  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JC0728  DYNAMIC HT  -         210.223 (meters)     689.71  (feet)  COMP
 JC0728  MODELED GRAV-     979,960.3   (mgal)                       NAVD 88
 JC0728
 JC0728  VERT ORDER  -  SECOND    CLASS 0
 JC0728
 JC0728.The horizontal coordinates were scaled from a topographic map and have
 JC0728.an estimated accuracy of +/- 6 seconds.
 JC0728
 JC0728.The orthometric height was determined by differential leveling
 JC0728.and adjusted by the National Geodetic Survey in June 1991..
 JC0728
 JC0728.The geoid height was determined by GEOID03.
 JC0728
 JC0728.The dynamic height is computed by dividing the NAVD 88
 JC0728.geopotential number by the normal gravity value computed on the
 JC0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0728.degrees latitude (g = 980.6199 gals.).
 JC0728
 JC0728.The modeled gravity was interpolated from observed gravity values.
 JC0728
 JC0728;                    North         East    Units  Estimated Accuracy
 JC0728;SPC MO E     -   290,310.      201,820.      MT  (+/- 180 meters Scaled)
 JC0728
 JC0728                          SUPERSEDED SURVEY CONTROL
 JC0728
 JC0728  NGVD 29 (??/??/92)  210.399  (m)          690.28   (f) ADJ UNCH    2 0
 JC0728
 JC0728.Superseded values are not recommended for survey control.
 JC0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0728.See file dsdata.txt to determine how the superseded data were derived.
 JC0728
 JC0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC699573(NAD 83)
 JC0728_MARKER: DB = BENCH MARK DISK
 JC0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0728_SP_SET: CULVERT
 JC0728_STAMPING: K 173 1940
 JC0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0728
 JC0728  HISTORY     - Date     Condition        Report By
 JC0728  HISTORY     - 1940     MONUMENTED       CGS
 JC0728
 JC0728                          STATION DESCRIPTION
 JC0728
 JC0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JC0728'3.2 MI W FROM UNION.
 JC0728'3.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JC0728'FROM THE STATION AT UNION, FRANKLIN COUNTY, 21 POLES WEST OF
 JC0728'MILEPOST 62, 231 FEET EAST OF THE CENTER OF A FARM-ROAD CROSSING,
 JC0728'AT A STONE CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH
 JC0728'HEADWALL, 15.2 FEET SOUTH OF THE SOUTH RAIL, AND 3.1 FEET
 JC0728'SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JC0728'STAMPED K 173 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0147 ***********************************************************************
 HC0147  DESIGNATION -  K 174
 HC0147  PID         -  HC0147
 HC0147  STATE/COUNTY-  MO/WAYNE
 HC0147  USGS QUAD   -  GREENVILLE SW (1966)
 HC0147
 HC0147                         *CURRENT SURVEY CONTROL
 HC0147  ___________________________________________________________________
 HC0147* NAD 83(1986)-  37 02 18.     (N)    090 29 59.     (W)     SCALED    
 HC0147* NAVD 88     -       180.478  (meters)     592.12   (feet)  ADJUSTED  
 HC0147  ___________________________________________________________________
 HC0147  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 HC0147  DYNAMIC HT  -         180.335 (meters)     591.65  (feet)  COMP
 HC0147  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 HC0147
 HC0147  VERT ORDER  -  SECOND    CLASS 0
 HC0147
 HC0147.The horizontal coordinates were scaled from a topographic map and have
 HC0147.an estimated accuracy of +/- 6 seconds.
 HC0147
 HC0147.The orthometric height was determined by differential leveling
 HC0147.and adjusted by the National Geodetic Survey in June 1991..
 HC0147
 HC0147.The geoid height was determined by GEOID03.
 HC0147
 HC0147.The dynamic height is computed by dividing the NAVD 88
 HC0147.geopotential number by the normal gravity value computed on the
 HC0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0147.degrees latitude (g = 980.6199 gals.).
 HC0147
 HC0147.The modeled gravity was interpolated from observed gravity values.
 HC0147
 HC0147;                    North         East    Units  Estimated Accuracy
 HC0147;SPC MO E     -   133,710.      250,030.      MT  (+/- 180 meters Scaled)
 HC0147
 HC0147                          SUPERSEDED SURVEY CONTROL
 HC0147
 HC0147  NGVD 29 (??/??/92)  180.529  (m)          592.29   (f) ADJ UNCH    2 0
 HC0147
 HC0147.Superseded values are not recommended for survey control.
 HC0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0147.See file dsdata.txt to determine how the superseded data were derived.
 HC0147
 HC0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB223020(NAD 83)
 HC0147_MARKER: DB = BENCH MARK DISK
 HC0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0147_STAMPING: K 174 1945
 HC0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0147+STABILITY: SURFACE MOTION
 HC0147
 HC0147  HISTORY     - Date     Condition        Report By
 HC0147  HISTORY     - 1945     MONUMENTED       CGS
 HC0147  HISTORY     - 20020503 MARK NOT FOUND   USACE
 HC0147
 HC0147                          STATION DESCRIPTION
 HC0147
 HC0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HC0147'4.6 MI N FROM TASKEE STATION.
 HC0147'4.6 MILES NORTH ALONG U.S. HIGHWAY 6M FROM THE VILLAGE OF
 HC0147'TASKEE STATION, WAYNE COUNTY, 0.4 MILE SOUTH OF A ROAD JUNCTION,
 HC0147'35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 HC0147'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 HC0147'K 174 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HC0147'8 INCHES ABOVE GROUND.  NOTE-- THIS MARK IS ON THE NEW HIGHWAY.
 HC0147
 HC0147                          STATION RECOVERY (2002)
 HC0147
 HC0147'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0432 ***********************************************************************
 JE0432  DESIGNATION -  K 175
 JE0432  PID         -  JE0432
 JE0432  STATE/COUNTY-  MO/BATES
 JE0432  USGS QUAD   -  ROCKVILLE (1991)
 JE0432
 JE0432                         *CURRENT SURVEY CONTROL
 JE0432  ___________________________________________________________________
 JE0432* NAD 83(1986)-  38 04 25.     (N)    094 05 04.     (W)     SCALED    
 JE0432* NAVD 88     -       227.795  (meters)     747.36   (feet)  ADJUSTED  
 JE0432  ___________________________________________________________________
 JE0432  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE0432  DYNAMIC HT  -         227.627 (meters)     746.81  (feet)  COMP
 JE0432  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 JE0432
 JE0432  VERT ORDER  -  SECOND    CLASS 0
 JE0432
 JE0432.The horizontal coordinates were scaled from a topographic map and have
 JE0432.an estimated accuracy of +/- 6 seconds.
 JE0432
 JE0432.The orthometric height was determined by differential leveling
 JE0432.and adjusted by the National Geodetic Survey in June 1991..
 JE0432
 JE0432.The geoid height was determined by GEOID03.
 JE0432
 JE0432.The dynamic height is computed by dividing the NAVD 88
 JE0432.geopotential number by the normal gravity value computed on the
 JE0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0432.degrees latitude (g = 980.6199 gals.).
 JE0432
 JE0432.The modeled gravity was interpolated from observed gravity values.
 JE0432
 JE0432;                    North         East    Units  Estimated Accuracy
 JE0432;SPC MO W     -   211,700.      886,460.      MT  (+/- 180 meters Scaled)
 JE0432
 JE0432                          SUPERSEDED SURVEY CONTROL
 JE0432
 JE0432  NGVD 29 (??/??/92)  227.692  (m)          747.02   (f) ADJ UNCH    2 0
 JE0432
 JE0432.Superseded values are not recommended for survey control.
 JE0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0432.See file dsdata.txt to determine how the superseded data were derived.
 JE0432
 JE0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC048145(NAD 83)
 JE0432_MARKER: DR = REFERENCE MARK DISK
 JE0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0432_SP_SET: BRIDGE
 JE0432_STAMPING: K 175 1945
 JE0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0432
 JE0432  HISTORY     - Date     Condition        Report By
 JE0432  HISTORY     - 1945     MONUMENTED       CGS
 JE0432  HISTORY     - 1963     GOOD             NGS
 JE0432  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JE0432
 JE0432                          STATION DESCRIPTION
 JE0432
 JE0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0432'0.4 MI NW FROM ROCKVILLE.
 JE0432'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE
 JE0432'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT ROCKVILLE, THENCE 0.25
 JE0432'MILE NORTH ALONG A GRAVELED ROAD, 0.1 MILE SOUTH OF AN EAST-WEST
 JE0432'ROAD, 8 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE
 JE0432'TOP OF THE SOUTH END OF THE CONCRETE BASE OF THE WEST CONCRETE
 JE0432'GUARD RAIL OF A CONCRETE BRIDGE, 32 FEET NORTH OF A POWER POLE,
 JE0432'AND ABOUT LEVEL WITH THE ROAD.
 JE0432
 JE0432                          STATION RECOVERY (1988)
 JE0432
 JE0432'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JE0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0871 ***********************************************************************
 HD0871  DESIGNATION -  K 176
 HD0871  PID         -  HD0871
 HD0871  STATE/COUNTY-  MO/ST CLAIR
 HD0871  USGS QUAD   -  ROSCOE (1991)
 HD0871
 HD0871                         *CURRENT SURVEY CONTROL
 HD0871  ___________________________________________________________________
 HD0871* NAD 83(1986)-  37 58 18.     (N)    093 47 53.     (W)     SCALED    
 HD0871* NAVD 88     -       235.204  (meters)     771.67   (feet)  ADJUSTED  
 HD0871  ___________________________________________________________________
 HD0871  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HD0871  DYNAMIC HT  -         235.030 (meters)     771.09  (feet)  COMP
 HD0871  MODELED GRAV-     979,884.6   (mgal)                       NAVD 88
 HD0871
 HD0871  VERT ORDER  -  SECOND    CLASS 0
 HD0871
 HD0871.The horizontal coordinates were scaled from a topographic map and have
 HD0871.an estimated accuracy of +/- 6 seconds.
 HD0871
 HD0871.The orthometric height was determined by differential leveling
 HD0871.and adjusted by the National Geodetic Survey in June 1991..
 HD0871
 HD0871.The geoid height was determined by GEOID03.
 HD0871
 HD0871.The dynamic height is computed by dividing the NAVD 88
 HD0871.geopotential number by the normal gravity value computed on the
 HD0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0871.degrees latitude (g = 980.6199 gals.).
 HD0871
 HD0871.The modeled gravity was interpolated from observed gravity values.
 HD0871
 HD0871;                    North         East    Units  Estimated Accuracy
 HD0871;SPC MO W     -   200,540.      911,670.      MT  (+/- 180 meters Scaled)
 HD0871
 HD0871                          SUPERSEDED SURVEY CONTROL
 HD0871
 HD0871  NGVD 29 (??/??/92)  235.093  (m)          771.30   (f) ADJ UNCH    2 0
 HD0871
 HD0871.Superseded values are not recommended for survey control.
 HD0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0871.See file dsdata.txt to determine how the superseded data were derived.
 HD0871
 HD0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC299029(NAD 83)
 HD0871_MARKER: DB = BENCH MARK DISK
 HD0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0871_SP_SET: CULVERT
 HD0871_STAMPING: K 176 1945
 HD0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0871
 HD0871  HISTORY     - Date     Condition        Report By
 HD0871  HISTORY     - 1945     MONUMENTED       CGS
 HD0871  HISTORY     - 1962     GOOD             NGS
 HD0871
 HD0871                          STATION DESCRIPTION
 HD0871
 HD0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0871'0.6 MI E FROM ROSCOE.
 HD0871'0.65 MILE EAST ALONG HIGHWAY 82 FROM THE JUNCTION OF HIGHWAY
 HD0871'82 AND COUNTY ROAD E AT ROSCOE, 0.1 MILE WEST OF A FARMHOUSE,
 HD0871'17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL
 HD0871'WITH THE HIGHWAY AND SET IN THE TOP OF THE SOUTH HEADWALL OF A
 HD0871'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1579 ***********************************************************************
 JD1579  DESIGNATION -  K 177
 JD1579  PID         -  JD1579
 JD1579  STATE/COUNTY-  MO/ST CLAIR
 JD1579  USGS QUAD   -  LOWRY CITY (1991)
 JD1579
 JD1579                         *CURRENT SURVEY CONTROL
 JD1579  ___________________________________________________________________
 JD1579* NAD 83(1986)-  38 08 45.     (N)    093 39 10.     (W)     SCALED    
 JD1579* NAVD 88     -       233.423  (meters)     765.82   (feet)  ADJUSTED  
 JD1579  ___________________________________________________________________
 JD1579  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1579  DYNAMIC HT  -         233.254 (meters)     765.27  (feet)  COMP
 JD1579  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 JD1579
 JD1579  VERT ORDER  -  SECOND    CLASS 0
 JD1579
 JD1579.The horizontal coordinates were scaled from a topographic map and have
 JD1579.an estimated accuracy of +/- 6 seconds.
 JD1579
 JD1579.The orthometric height was determined by differential leveling
 JD1579.and adjusted by the National Geodetic Survey in June 1991..
 JD1579
 JD1579.The geoid height was determined by GEOID03.
 JD1579
 JD1579.The dynamic height is computed by dividing the NAVD 88
 JD1579.geopotential number by the normal gravity value computed on the
 JD1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1579.degrees latitude (g = 980.6199 gals.).
 JD1579
 JD1579.The modeled gravity was interpolated from observed gravity values.
 JD1579
 JD1579;                    North         East    Units  Estimated Accuracy
 JD1579;SPC MO W     -   219,980.      924,260.      MT  (+/- 180 meters Scaled)
 JD1579
 JD1579                          SUPERSEDED SURVEY CONTROL
 JD1579
 JD1579  NGVD 29 (??/??/92)  233.304  (m)          765.43   (f) ADJ UNCH    2 0
 JD1579
 JD1579.Superseded values are not recommended for survey control.
 JD1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1579.See file dsdata.txt to determine how the superseded data were derived.
 JD1579
 JD1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC428221(NAD 83)
 JD1579_MARKER: DB = BENCH MARK DISK
 JD1579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1579_SP_SET: CULVERT
 JD1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1579
 JD1579  HISTORY     - Date     Condition        Report By
 JD1579  HISTORY     - UNK      MONUMENTED       CGS
 JD1579  HISTORY     - 1945     GOOD             NGS
 JD1579
 JD1579                          STATION DESCRIPTION
 JD1579
 JD1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1579'5.1 MI E FROM LOWRY CITY.
 JD1579'FROM LOWRY CITY NORTH 1.0 MILE ALONG HIGHWAY 13 TO ITS INTERSECTION
 JD1579'WITH ST. CLAIR COUNTY ROUTES A AND C, 4.1 MILES EAST ALONG ROUTE
 JD1579'C TO A 6 FOOT CONCRETE CULVERT 28 YARDS WEST OF THE JUNCTION OF
 JD1579'A T ROAD AT THE BOTTOM OF TWO GRADES.  A BRONZE DISK SET IN THE
 JD1579'TOP AND CENTER OF THE NORTH HEADWALL, 15 FEET NORTH AND ABOUT
 JD1579'LEVEL WITH THE CENTERLINE OF ROUTE C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0609 ***********************************************************************
 HD0609  DESIGNATION -  K 178
 HD0609  PID         -  HD0609
 HD0609  STATE/COUNTY-  MO/POLK
 HD0609  USGS QUAD   -  POLK (1950)
 HD0609
 HD0609                         *CURRENT SURVEY CONTROL
 HD0609  ___________________________________________________________________
 HD0609* NAD 83(1986)-  37 43 50.     (N)    093 21 50.     (W)     SCALED    
 HD0609* NAVD 88     -       324.785  (meters)    1065.57   (feet)  ADJUSTED  
 HD0609  ___________________________________________________________________
 HD0609  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HD0609  DYNAMIC HT  -         324.542 (meters)    1064.77  (feet)  COMP
 HD0609  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 HD0609
 HD0609  VERT ORDER  -  SECOND    CLASS 0
 HD0609
 HD0609.The horizontal coordinates were scaled from a topographic map and have
 HD0609.an estimated accuracy of +/- 6 seconds.
 HD0609
 HD0609.The orthometric height was determined by differential leveling
 HD0609.and adjusted by the National Geodetic Survey in June 1991..
 HD0609
 HD0609.The geoid height was determined by GEOID03.
 HD0609
 HD0609.The dynamic height is computed by dividing the NAVD 88
 HD0609.geopotential number by the normal gravity value computed on the
 HD0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0609.degrees latitude (g = 980.6199 gals.).
 HD0609
 HD0609.The modeled gravity was interpolated from observed gravity values.
 HD0609
 HD0609;                    North         East    Units  Estimated Accuracy
 HD0609;SPC MO C     -   210,880.      423,850.      MT  (+/- 180 meters Scaled)
 HD0609
 HD0609                          SUPERSEDED SURVEY CONTROL
 HD0609
 HD0609  NGVD 29 (??/??/92)  324.675  (m)         1065.20   (f) ADJ UNCH    2 0
 HD0609
 HD0609.Superseded values are not recommended for survey control.
 HD0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0609.See file dsdata.txt to determine how the superseded data were derived.
 HD0609
 HD0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB679759(NAD 83)
 HD0609_MARKER: DB = BENCH MARK DISK
 HD0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0609_STAMPING: K 178 1945
 HD0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0609+STABILITY: SURFACE MOTION
 HD0609
 HD0609  HISTORY     - Date     Condition        Report By
 HD0609  HISTORY     - 1945     MONUMENTED       CGS
 HD0609  HISTORY     - 19880314 MARK NOT FOUND   USPSQD
 HD0609
 HD0609                          STATION DESCRIPTION
 HD0609
 HD0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0609'9.7 MI N FROM BOLIVAR.
 HD0609'0.7 MILE EAST FROM THE COUNTY COURTHOUSE, AT BOLIVAR, POLK
 HD0609'COUNTY, ALONG STATE HIGHWAY NO. 64, THENCE 7.7 MILES NORTH ALONG
 HD0609'COUNTY HIGHWAY D, 1.3 MILES NORTHWEST ALONG THE HURON-RONDO
 HD0609'ROAD TO SITE OF MARK, 0.3 MILE WEST AND 1.0 MILE NORTH OF HURON,
 HD0609'87 YARDS WEST OF THE INTERSECTION OF A NORTH AND SOUTH GRAVELED
 HD0609'ROAD AND A GRAVELED T-ROAD LEADING WEST, 24.0 FEET NORTH AND
 HD0609'LEVEL WITH THE CENTERLINE OF THE T-ROAD 6.0 FEET EAST OF A R.E.A.
 HD0609'GUY WIRE POLE, 2.0 FEET NORTH OF A FENCE AND 1.0 FOOT WEST OF A
 HD0609'4-BY-4 INCH MARKER POST.  A BRONZE DISK, STAMPED K 178 1945
 HD0609'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HD0609'GROUND.
 HD0609
 HD0609                          STATION RECOVERY (1988)
 HD0609
 HD0609'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJS)
 HD0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0580 ***********************************************************************
 HD0580  DESIGNATION -  K 179
 HD0580  PID         -  HD0580
 HD0580  STATE/COUNTY-  MO/HICKORY
 HD0580  USGS QUAD   -  HERMITAGE (1982)
 HD0580
 HD0580                         *CURRENT SURVEY CONTROL
 HD0580  ___________________________________________________________________
 HD0580* NAD 83(1986)-  37 56 53.     (N)    093 19 50.     (W)     SCALED    
 HD0580* NAVD 88     -       272.057  (meters)     892.57   (feet)  ADJUSTED  
 HD0580  ___________________________________________________________________
 HD0580  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HD0580  DYNAMIC HT  -         271.857 (meters)     891.92  (feet)  COMP
 HD0580  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 HD0580
 HD0580  VERT ORDER  -  SECOND    CLASS 0
 HD0580
 HD0580.The horizontal coordinates were scaled from a topographic map and have
 HD0580.an estimated accuracy of +/- 6 seconds.
 HD0580
 HD0580.The orthometric height was determined by differential leveling
 HD0580.and adjusted by the National Geodetic Survey in June 1991..
 HD0580
 HD0580.The geoid height was determined by GEOID03.
 HD0580
 HD0580.The dynamic height is computed by dividing the NAVD 88
 HD0580.geopotential number by the normal gravity value computed on the
 HD0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0580.degrees latitude (g = 980.6199 gals.).
 HD0580
 HD0580.The modeled gravity was interpolated from observed gravity values.
 HD0580
 HD0580;                    North         East    Units  Estimated Accuracy
 HD0580;SPC MO C     -   234,990.      427,000.      MT  (+/- 180 meters Scaled)
 HD0580
 HD0580                          SUPERSEDED SURVEY CONTROL
 HD0580
 HD0580  NGVD 29 (??/??/92)  271.946  (m)          892.21   (f) ADJ UNCH    2 0
 HD0580
 HD0580.Superseded values are not recommended for survey control.
 HD0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0580.See file dsdata.txt to determine how the superseded data were derived.
 HD0580
 HD0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC709001(NAD 83)
 HD0580_MARKER: DB = BENCH MARK DISK
 HD0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0580_SP_SET: CULVERT
 HD0580_STAMPING: K 179 1945
 HD0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0580
 HD0580  HISTORY     - Date     Condition        Report By
 HD0580  HISTORY     - 1945     MONUMENTED       CGS
 HD0580
 HD0580                          STATION DESCRIPTION
 HD0580
 HD0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0580'1.1 MI W FROM HERMITAGE.
 HD0580'0.1 MILE NORTH ALONG A PAVED STREET, FROM THE COURT HOUSE AT
 HD0580'HERMITAGE, HICKORY COUNTY, THENCE 1.0 MILE WEST ALONG U.S.
 HD0580'HIGHWAY 54 TO SITE OF MARK, 100 YARDS NORTH OF A FARMHOUSE,
 HD0580'25.0 FEET NORTH, 1.0 FOOT LOWER THAN THE CENTERLINE OF THE
 HD0580'HIGHWAY, ON TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL
 HD0580'OF A TUBE CULVERT.  AN IRON DISK, STAMPED K 179 1945 AND SET IN
 HD0580'A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0337 ***********************************************************************
 LE0337  DESIGNATION -  K 18
 LE0337  PID         -  LE0337
 LE0337  STATE/COUNTY-  MO/HARRISON
 LE0337  USGS QUAD   -  GILMAN CITY WEST (1984)
 LE0337
 LE0337                         *CURRENT SURVEY CONTROL
 LE0337  ___________________________________________________________________
 LE0337* NAD 83(1986)-  40 08 42.     (N)    093 54 57.     (W)     SCALED    
 LE0337* NAVD 88     -       296.103  (meters)     971.46   (feet)  ADJUSTED  
 LE0337  ___________________________________________________________________
 LE0337  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LE0337  DYNAMIC HT  -         295.942 (meters)     970.94  (feet)  COMP
 LE0337  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 LE0337
 LE0337  VERT ORDER  -  FIRST     CLASS II
 LE0337
 LE0337.The horizontal coordinates were scaled from a topographic map and have
 LE0337.an estimated accuracy of +/- 6 seconds.
 LE0337
 LE0337.The orthometric height was determined by differential leveling
 LE0337.and adjusted by the National Geodetic Survey in June 1991..
 LE0337
 LE0337.The geoid height was determined by GEOID03.
 LE0337
 LE0337.The dynamic height is computed by dividing the NAVD 88
 LE0337.geopotential number by the normal gravity value computed on the
 LE0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0337.degrees latitude (g = 980.6199 gals.).
 LE0337
 LE0337.The modeled gravity was interpolated from observed gravity values.
 LE0337
 LE0337;                    North         East    Units  Estimated Accuracy
 LE0337;SPC MO W     -   441,730.      899,780.      MT  (+/- 180 meters Scaled)
 LE0337
 LE0337                          SUPERSEDED SURVEY CONTROL
 LE0337
 LE0337  NGVD 29 (??/??/92)  296.044  (m)          971.27   (f) ADJ UNCH    1 2
 LE0337
 LE0337.Superseded values are not recommended for survey control.
 LE0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0337.See file dsdata.txt to determine how the superseded data were derived.
 LE0337
 LE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE219442(NAD 83)
 LE0337_MARKER: DB = BENCH MARK DISK
 LE0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0337_STAMPING: K 18 1933
 LE0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0337+STABILITY: SURFACE MOTION
 LE0337
 LE0337  HISTORY     - Date     Condition        Report By
 LE0337  HISTORY     - 1933     MONUMENTED       CGS
 LE0337  HISTORY     - 1967     GOOD             NGS
 LE0337
 LE0337                          STATION DESCRIPTION
 LE0337
 LE0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0337'2.2 MI W FROM GILMAN CITY.
 LE0337'FROM JUNCTION OF STATE HIGHWAY 146 AND COUNTY ROUTE K IN NORTHWEST
 LE0337'EDGE OF GILMAN CITY, GO NORTH HIGHWAY 146 FOR 0.2 MILE, THENCE
 LE0337'WEST ON COUNTY ROUTE H FOR 2.0 MILES TO CROSSROADS, THENCE SOUTH
 LE0337'0.2 MILE TO MARK ON RIGHT, 0.1 MILE SOUTHWEST OF A LARGE, BROWN,
 LE0337'TWO-STORY FARMHOUSE, ABOUT 120 FEET WEST OF CENTERLINE OF ROAD,
 LE0337'ABOUT 100 FEET WEST OF RIGHT OF WAY FENCE, ON NORTH EDGE OF OLD
 LE0337'RAILROAD RIGHT OF WAY AND 1 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1522 ***********************************************************************
 JE1522  DESIGNATION -  K 18
 JE1522  PID         -  JE1522
 JE1522  STATE/COUNTY-  MO/CASS
 JE1522  USGS QUAD   -  PECULIAR (1981)
 JE1522
 JE1522                         *CURRENT SURVEY CONTROL
 JE1522  ___________________________________________________________________
 JE1522* NAD 83(1986)-  38 39 33.     (N)    094 23 37.     (W)     SCALED    
 JE1522* NAVD 88     -       266.898  (meters)     875.65   (feet)  ADJUSTED  
 JE1522  ___________________________________________________________________
 JE1522  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE1522  DYNAMIC HT  -         266.716 (meters)     875.05  (feet)  COMP
 JE1522  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 JE1522
 JE1522  VERT ORDER  -  SECOND    CLASS II
 JE1522
 JE1522.The horizontal coordinates were scaled from a topographic map and have
 JE1522.an estimated accuracy of +/- 6 seconds.
 JE1522
 JE1522.The orthometric height was determined by differential leveling
 JE1522.and adjusted by the National Geodetic Survey in June 1991..
 JE1522
 JE1522.The geoid height was determined by GEOID03.
 JE1522
 JE1522.The dynamic height is computed by dividing the NAVD 88
 JE1522.geopotential number by the normal gravity value computed on the
 JE1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1522.degrees latitude (g = 980.6199 gals.).
 JE1522
 JE1522.The modeled gravity was interpolated from observed gravity values.
 JE1522
 JE1522;                    North         East    Units  Estimated Accuracy
 JE1522;SPC MO W     -   276,620.      859,260.      MT  (+/- 180 meters Scaled)
 JE1522
 JE1522                          SUPERSEDED SURVEY CONTROL
 JE1522
 JE1522  NGVD 29 (??/??/92)  266.78   (m)          875.3    (f) COMPUTED    2 2
 JE1522
 JE1522.Superseded values are not recommended for survey control.
 JE1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1522.See file dsdata.txt to determine how the superseded data were derived.
 JE1522
 JE1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC787798(NAD 83)
 JE1522_MARKER: DB = BENCH MARK DISK
 JE1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1522_SP_SET: CONCRETE POST
 JE1522_STAMPING: K 18 1938
 JE1522_MARK LOGO: USGS  
 JE1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1522+STABILITY: SURFACE MOTION
 JE1522
 JE1522  HISTORY     - Date     Condition        Report By
 JE1522  HISTORY     - 1938     MONUMENTED       USGS
 JE1522
 JE1522                          STATION DESCRIPTION
 JE1522
 JE1522'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE1522'4.8 KM (3.00 MI) NW FROM HARRISONVILLE.
 JE1522'K-18-1938, HARRISONVILLE, 3.0 MILES NORTHWEST OF ALONG THE FRISCO
 JE1522'RAILROAD AT MILEPOLE 42-12, 75 FEET SOUTH AND 23 FEET EAST OF PUBLIC
 JE1522'CROSSING, 24 FEET WEST OF ROAD, ABOUT 200 FEET SOUTHWEST OF P.
 JE1522'THEENERS FARMHOUSE, IN CONCRETE POST, A STANDARD TABLET STAMPED
 JE1522'K-18-1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1327 ***********************************************************************
 JD1327  DESIGNATION -  K 180
 JD1327  PID         -  JD1327
 JD1327  STATE/COUNTY-  MO/BENTON
 JD1327  USGS QUAD   -  WARSAW WEST (1982)
 JD1327
 JD1327                         *CURRENT SURVEY CONTROL
 JD1327  ___________________________________________________________________
 JD1327* NAD 83(1986)-  38 11 16.     (N)    093 22 33.     (W)     SCALED    
 JD1327* NAVD 88     -       228.137  (meters)     748.48   (feet)  ADJUSTED  
 JD1327  ___________________________________________________________________
 JD1327  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1327  DYNAMIC HT  -         227.975 (meters)     747.95  (feet)  COMP
 JD1327  MODELED GRAV-     979,912.8   (mgal)                       NAVD 88
 JD1327
 JD1327  VERT ORDER  -  SECOND    CLASS 0
 JD1327
 JD1327.The horizontal coordinates were scaled from a topographic map and have
 JD1327.an estimated accuracy of +/- 6 seconds.
 JD1327
 JD1327.The orthometric height was determined by differential leveling
 JD1327.and adjusted by the National Geodetic Survey in June 1991..
 JD1327
 JD1327.The geoid height was determined by GEOID03.
 JD1327
 JD1327.The dynamic height is computed by dividing the NAVD 88
 JD1327.geopotential number by the normal gravity value computed on the
 JD1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1327.degrees latitude (g = 980.6199 gals.).
 JD1327
 JD1327.The modeled gravity was interpolated from observed gravity values.
 JD1327
 JD1327;                    North         East    Units  Estimated Accuracy
 JD1327;SPC MO C     -   261,640.      423,270.      MT  (+/- 180 meters Scaled)
 JD1327
 JD1327                          SUPERSEDED SURVEY CONTROL
 JD1327
 JD1327  NGVD 29 (??/??/92)  228.020  (m)          748.10   (f) ADJ UNCH    2 0
 JD1327
 JD1327.Superseded values are not recommended for survey control.
 JD1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1327.See file dsdata.txt to determine how the superseded data were derived.
 JD1327
 JD1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC670267(NAD 83)
 JD1327_MARKER: DB = BENCH MARK DISK
 JD1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1327_STAMPING: K 180 1945
 JD1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1327+STABILITY: SURFACE MOTION
 JD1327
 JD1327  HISTORY     - Date     Condition        Report By
 JD1327  HISTORY     - 1945     MONUMENTED       CGS
 JD1327
 JD1327                          STATION DESCRIPTION
 JD1327
 JD1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JD1327'6.3 MI S FROM WARSAW.
 JD1327'TO REACH FROM THE COURT HOUSE AT WARSAW, GO 0.2 MILE NORTHEAST
 JD1327'ALONG STATE HIGHWAY 35, 1.0 MILE EAST ALONG A GRAVELED ROAD,
 JD1327'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 65, 3.4 MILES SOUTHWEST
 JD1327'ALONG STATE HIGHWAY 83, TO THE SITE OF THE MARK, 0.1 MILE
 JD1327'SOUTH OF A FARMHOUSE, 12.0 FEET EAST AND 0.5 FOOT LOWER THAN THE
 JD1327'CENTERLINE OF THE HIGHWAY, ON THE TOP OF THE NORTH END OF THE
 JD1327'EAST HEADWALL OF A 3-BY-4 INCH CONCRETE CULVERT.  AN IRON DISK,
 JD1327'STAMPED K 180 1945 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0625 ***********************************************************************
 HD0625  DESIGNATION -  K 181
 HD0625  PID         -  HD0625
 HD0625  STATE/COUNTY-  MO/POLK
 HD0625  USGS QUAD   -  ELKTON (1991)
 HD0625
 HD0625                         *CURRENT SURVEY CONTROL
 HD0625  ___________________________________________________________________
 HD0625* NAD 83(1986)-  37 46 53.     (N)    093 29 01.     (W)     SCALED    
 HD0625* NAVD 88     -       324.212  (meters)    1063.69   (feet)  ADJUSTED  
 HD0625  ___________________________________________________________________
 HD0625  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HD0625  DYNAMIC HT  -         323.966 (meters)    1062.88  (feet)  COMP
 HD0625  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 HD0625
 HD0625  VERT ORDER  -  SECOND    CLASS 0
 HD0625
 HD0625.The horizontal coordinates were scaled from a topographic map and have
 HD0625.an estimated accuracy of +/- 6 seconds.
 HD0625
 HD0625.The orthometric height was determined by differential leveling
 HD0625.and adjusted by the National Geodetic Survey in June 1991..
 HD0625
 HD0625.The geoid height was determined by GEOID03.
 HD0625
 HD0625.The dynamic height is computed by dividing the NAVD 88
 HD0625.geopotential number by the normal gravity value computed on the
 HD0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0625.degrees latitude (g = 980.6199 gals.).
 HD0625
 HD0625.The modeled gravity was interpolated from observed gravity values.
 HD0625
 HD0625;                    North         East    Units  Estimated Accuracy
 HD0625;SPC MO C     -   216,630.      413,360.      MT  (+/- 180 meters Scaled)
 HD0625
 HD0625                          SUPERSEDED SURVEY CONTROL
 HD0625
 HD0625  NGVD 29 (??/??/92)  324.097  (m)         1063.31   (f) ADJ UNCH    2 0
 HD0625
 HD0625.Superseded values are not recommended for survey control.
 HD0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0625.See file dsdata.txt to determine how the superseded data were derived.
 HD0625
 HD0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB574816(NAD 83)
 HD0625_MARKER: DB = BENCH MARK DISK
 HD0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0625_STAMPING: K 181 1945
 HD0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0625+STABILITY: SURFACE MOTION
 HD0625
 HD0625  HISTORY     - Date     Condition        Report By
 HD0625  HISTORY     - 1945     MONUMENTED       CGS
 HD0625  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0625
 HD0625                          STATION DESCRIPTION
 HD0625
 HD0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0625'3.2 MI NW FROM RONDO.
 HD0625'0.1 MILE WEST FROM THE RONDO MISSION CHAPEL AT RONDO, POLK
 HD0625'COUNTY, ALONG A GRAVELED ROAD, THENCE 1 MILE NORTH ALONG STATE
 HD0625'HIGHWAY NO. 83, 2.1 MILES WEST ALONG A GRADED DIRT ROAD, 0.2
 HD0625'MILE EAST OF A FARMHOUSE, 20 FEET SOUTH AND 2 FEET HIGHER THAN
 HD0625'THE CENTERLINE OF THE ROAD, 18 FEET EAST OF A NORTH AND SOUTH
 HD0625'FENCE LINE, 3 FEET SOUTH OF AN EAST AND WEST FENCE AND 1.0 FOOT
 HD0625'WEST OF A 4-BY-4-INCH MARKER POST.  AN IRON DISK, STAMPED K 181
 HD0625'1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 HD0625'ABOVE GROUND.
 HD0625
 HD0625                          STATION RECOVERY (1988)
 HD0625
 HD0625'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBD)
 HD0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0420 ***********************************************************************
 JE0420  DESIGNATION -  K 182
 JE0420  PID         -  JE0420
 JE0420  STATE/COUNTY-  MO/CASS
 JE0420  USGS QUAD   -  DAYTON (1961)
 JE0420
 JE0420                         *CURRENT SURVEY CONTROL
 JE0420  ___________________________________________________________________
 JE0420* NAD 83(1986)-  38 29 01.     (N)    094 12 52.     (W)     SCALED    
 JE0420* NAVD 88     -       238.996  (meters)     784.11   (feet)  ADJUSTED  
 JE0420  ___________________________________________________________________
 JE0420  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JE0420  DYNAMIC HT  -         238.830 (meters)     783.56  (feet)  COMP
 JE0420  MODELED GRAV-     979,929.6   (mgal)                       NAVD 88
 JE0420
 JE0420  VERT ORDER  -  SECOND    CLASS 0
 JE0420
 JE0420.The horizontal coordinates were scaled from a topographic map and have
 JE0420.an estimated accuracy of +/- 6 seconds.
 JE0420
 JE0420.The orthometric height was determined by differential leveling
 JE0420.and adjusted by the National Geodetic Survey in June 1991..
 JE0420
 JE0420.The geoid height was determined by GEOID03.
 JE0420
 JE0420.The dynamic height is computed by dividing the NAVD 88
 JE0420.geopotential number by the normal gravity value computed on the
 JE0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0420.degrees latitude (g = 980.6199 gals.).
 JE0420
 JE0420.The modeled gravity was interpolated from observed gravity values.
 JE0420
 JE0420;                    North         East    Units  Estimated Accuracy
 JE0420;SPC MO W     -   257,170.      874,910.      MT  (+/- 180 meters Scaled)
 JE0420
 JE0420                          SUPERSEDED SURVEY CONTROL
 JE0420
 JE0420  NGVD 29 (??/??/92)  238.871  (m)          783.70   (f) ADJ UNCH    2 0
 JE0420
 JE0420.Superseded values are not recommended for survey control.
 JE0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0420.See file dsdata.txt to determine how the superseded data were derived.
 JE0420
 JE0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC940601(NAD 83)
 JE0420_MARKER: DB = BENCH MARK DISK
 JE0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0420_SP_SET: CULVERT
 JE0420_STAMPING: K 182 1945
 JE0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0420
 JE0420  HISTORY     - Date     Condition        Report By
 JE0420  HISTORY     - 1945     MONUMENTED       CGS
 JE0420  HISTORY     - 1963     GOOD             NGS
 JE0420  HISTORY     - 20060819 GOOD             INDIV
 JE0420
 JE0420                          STATION DESCRIPTION
 JE0420
 JE0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0420'1.4 MI W FROM DAYTON.
 JE0420'ABOUT 0.25 MILE SOUTH ALONG STATE ROAD F FROM THE CUMMINUTY
 JE0420'CHURCH AT DAYTON, THENCE 1.15 MILES WEST ALONG STATE ROAD B,
 JE0420'13 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.2 MILE WEST
 JE0420'OF A FARMHOUSE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JE0420'OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A DOUBLE
 JE0420'CHANNEL CULVERT.
 JE0420
 JE0420                          STATION RECOVERY (2006)
 JE0420
 JE0420'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0420'HEADWALL IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0089 ***********************************************************************
 JE0089  DESIGNATION -  K 183
 JE0089  PID         -  JE0089
 JE0089  STATE/COUNTY-  MO/JOHNSON
 JE0089  USGS QUAD   -  ELM (1981)
 JE0089
 JE0089                         *CURRENT SURVEY CONTROL
 JE0089  ___________________________________________________________________
 JE0089* NAD 83(1986)-  38 45 14.     (N)    094 05 22.     (W)     SCALED    
 JE0089* NAVD 88     -       270.186  (meters)     886.44   (feet)  ADJUSTED  
 JE0089  ___________________________________________________________________
 JE0089  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JE0089  DYNAMIC HT  -         270.002 (meters)     885.83  (feet)  COMP
 JE0089  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 JE0089
 JE0089  VERT ORDER  -  FIRST     CLASS II
 JE0089
 JE0089.The horizontal coordinates were scaled from a topographic map and have
 JE0089.an estimated accuracy of +/- 6 seconds.
 JE0089
 JE0089.The orthometric height was determined by differential leveling
 JE0089.and adjusted by the National Geodetic Survey in June 1991..
 JE0089
 JE0089.The geoid height was determined by GEOID03.
 JE0089
 JE0089.The dynamic height is computed by dividing the NAVD 88
 JE0089.geopotential number by the normal gravity value computed on the
 JE0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0089.degrees latitude (g = 980.6199 gals.).
 JE0089
 JE0089.The modeled gravity was interpolated from observed gravity values.
 JE0089
 JE0089;                    North         East    Units  Estimated Accuracy
 JE0089;SPC MO W     -   287,210.      885,690.      MT  (+/- 180 meters Scaled)
 JE0089
 JE0089                          SUPERSEDED SURVEY CONTROL
 JE0089
 JE0089  NGVD 29 (??/??/92)  270.084  (m)          886.10   (f) ADJ UNCH    1 2
 JE0089
 JE0089.Superseded values are not recommended for survey control.
 JE0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0089.See file dsdata.txt to determine how the superseded data were derived.
 JE0089
 JE0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC053900(NAD 83)
 JE0089_MARKER: DB = BENCH MARK DISK
 JE0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0089_SP_SET: CULVERT
 JE0089_STAMPING: K 183 1945
 JE0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0089+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 JE0089
 JE0089  HISTORY     - Date     Condition        Report By
 JE0089  HISTORY     - 1945     MONUMENTED       CGS
 JE0089  HISTORY     - 1963     GOOD             NGS
 JE0089  HISTORY     - 1981     GOOD             NGS
 JE0089  HISTORY     - 20060505 GOOD             INDIV
 JE0089
 JE0089                          STATION DESCRIPTION
 JE0089
 JE0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0089'5.9 MI W FROM HOLDEN.
 JE0089'ABOUT 5.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0089'THE STATION AT HOLDEN, 10 FEET NORTH OF THE NORTH RAIL, SET
 JE0089'IN THE WEST END OF THE NORTH CONCRETE HEADWALL OF AN 8 X 10
 JE0089'FOOT CONCRETE CULVERT, AND ABOUT 5 FEET BELOW THE LEVEL OF
 JE0089'THE TRACK.
 JE0089
 JE0089                          STATION RECOVERY (1981)
 JE0089
 JE0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0089'RECOVERED IN GOOD CONDITION.
 JE0089
 JE0089                          STATION RECOVERY (2006)
 JE0089
 JE0089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0089'MARKER IS 2 FEET EAST OF THE WEST EDGE OF THE NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1798 ***********************************************************************
 JD1798  DESIGNATION -  K 184
 JD1798  PID         -  JD1798
 JD1798  STATE/COUNTY-  MO/JOHNSON
 JD1798  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1798
 JD1798                         *CURRENT SURVEY CONTROL
 JD1798  ___________________________________________________________________
 JD1798* NAD 83(1986)-  38 46 00.     (N)    093 40 11.     (W)     SCALED    
 JD1798* NAVD 88     -       221.082  (meters)     725.33   (feet)  ADJUSTED  
 JD1798  ___________________________________________________________________
 JD1798  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1798  DYNAMIC HT  -         220.932 (meters)     724.84  (feet)  COMP
 JD1798  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 JD1798
 JD1798  VERT ORDER  -  FIRST     CLASS II
 JD1798
 JD1798.The horizontal coordinates were scaled from a topographic map and have
 JD1798.an estimated accuracy of +/- 6 seconds.
 JD1798
 JD1798.The orthometric height was determined by differential leveling
 JD1798.and adjusted by the National Geodetic Survey in June 1991..
 JD1798
 JD1798.The geoid height was determined by GEOID03.
 JD1798
 JD1798.The dynamic height is computed by dividing the NAVD 88
 JD1798.geopotential number by the normal gravity value computed on the
 JD1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1798.degrees latitude (g = 980.6199 gals.).
 JD1798
 JD1798.The modeled gravity was interpolated from observed gravity values.
 JD1798
 JD1798;                    North         East    Units  Estimated Accuracy
 JD1798;SPC MO W     -   288,880.      922,160.      MT  (+/- 180 meters Scaled)
 JD1798
 JD1798                          SUPERSEDED SURVEY CONTROL
 JD1798
 JD1798  NGVD 29 (??/??/92)  220.992  (m)          725.04   (f) ADJ UNCH    1 2
 JD1798
 JD1798.Superseded values are not recommended for survey control.
 JD1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1798.See file dsdata.txt to determine how the superseded data were derived.
 JD1798
 JD1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC418910(NAD 83)
 JD1798_MARKER: DB = BENCH MARK DISK
 JD1798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1798_SP_SET: ABUTMENT
 JD1798_STAMPING: K 184 1945
 JD1798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1798
 JD1798  HISTORY     - Date     Condition        Report By
 JD1798  HISTORY     - 1945     MONUMENTED       CGS
 JD1798  HISTORY     - 1963     GOOD             NGS
 JD1798  HISTORY     - 19911111 GOOD             LOCSUR
 JD1798
 JD1798                          STATION DESCRIPTION
 JD1798
 JD1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1798'3.9 MI E FROM WARRENSBURG.
 JD1798'ABOUT 3.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1798'STATION AT WARRENSBURG, 8 FEET SOUTH OF THE SOUTH RAIL, SET IN
 JD1798'THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE NO. 46, AND ABOUT
 JD1798'LEVEL WITH THE TRACK.
 JD1798
 JD1798                          STATION RECOVERY (1991)
 JD1798
 JD1798'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991 (ETA)
 JD1798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0685 ***********************************************************************
 JD0685  DESIGNATION -  K 185
 JD0685  PID         -  JD0685
 JD0685  STATE/COUNTY-  MO/PETTIS
 JD0685  USGS QUAD   -  HUGHESVILLE (1973)
 JD0685
 JD0685                         *CURRENT SURVEY CONTROL
 JD0685  ___________________________________________________________________
 JD0685* NAD 83(1997)-  38 45 06.68047(N)    093 19 24.66989(W)     ADJUSTED  
 JD0685* NAVD 88     -       249.383  (meters)     818.18   (feet)  ADJUSTED  
 JD0685  ___________________________________________________________________
 JD0685  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 JD0685  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0685  DYNAMIC HT  -         249.216 (meters)     817.64  (feet)  COMP
 JD0685  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 JD0685
 JD0685  HORZ ORDER  -  SECOND
 JD0685  VERT ORDER  -  FIRST     CLASS II
 JD0685
 JD0685.The horizontal coordinates were established by classical geodetic methods
 JD0685.and adjusted by the National Geodetic Survey in February 2000..
 JD0685
 JD0685.The orthometric height was determined by differential leveling
 JD0685.and adjusted by the National Geodetic Survey in June 1991..
 JD0685.WARNING-Repeat measurements at this control monument indicate possible
 JD0685.vertical movement.
 JD0685
 JD0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0685
 JD0685.The geoid height was determined by GEOID03.
 JD0685
 JD0685.The dynamic height is computed by dividing the NAVD 88
 JD0685.geopotential number by the normal gravity value computed on the
 JD0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0685.degrees latitude (g = 980.6199 gals.).
 JD0685
 JD0685.The modeled gravity was interpolated from observed gravity values.
 JD0685
 JD0685;                    North         East     Units Scale Factor Converg.
 JD0685;SPC MO C     -   324,207.379   428,417.201   MT  0.99999641   -0 30 55.8
 JD0685;UTM  15      - 4,289,290.008   471,888.267   MT  0.99960973   -0 12 09.0
 JD0685
 JD0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0685!SPC MO C     -   0.99996601  x   0.99999641  =   0.99996242
 JD0685!UTM  15      -   0.99996601  x   0.99960973  =   0.99957575
 JD0685
 JD0685                          SUPERSEDED SURVEY CONTROL
 JD0685
 JD0685  NAD 83(1997)-  38 45 06.68535(N)    093 19 24.66953(W) AD(       ) 2
 JD0685  NAD 83(1986)-  38 45 06.68934(N)    093 19 24.67042(W) AD(       ) 2
 JD0685  NAD 27      -  38 45 06.63089(N)    093 19 23.92602(W) AD(       ) 2
 JD0685  NGVD 29 (??/??/92)  249.294  (m)          817.89   (f) ADJ UNCH    1 2
 JD0685
 JD0685.Superseded values are not recommended for survey control.
 JD0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0685.See file dsdata.txt to determine how the superseded data were derived.
 JD0685
 JD0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC7188889290(NAD 83)
 JD0685_MARKER: DB = BENCH MARK DISK
 JD0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0685_STAMPING: K 185 1945
 JD0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0685+STABILITY: SURFACE MOTION
 JD0685
 JD0685  HISTORY     - Date     Condition        Report By
 JD0685  HISTORY     - 1945     MONUMENTED       CGS
 JD0685  HISTORY     - 1963     GOOD             NGS
 JD0685
 JD0685                          STATION DESCRIPTION
 JD0685
 JD0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0685'6 MI W FROM SEDALIA.
 JD0685'ABOUT 6.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0685'THE STATION AT SEDALIA, AT THE ABANDONED SEDALIA AIRPORT, 32
 JD0685'FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING TO THE AIRPORT,
 JD0685'30 FEET NORTH OF THE NORTH RAIL, 10 FEET WEST OF THE THIRD
 JD0685'POLE WEST OF MILEPOLE 195, 1.5 FEET WEST OF A WITNESS POST,
 JD0685'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JD0685'OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0394 ***********************************************************************
 JD0394  DESIGNATION -  K 186
 JD0394  PID         -  JD0394
 JD0394  STATE/COUNTY-  MO/COOPER
 JD0394  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0394
 JD0394                         *CURRENT SURVEY CONTROL
 JD0394  ___________________________________________________________________
 JD0394* NAD 83(1986)-  38 41 15.     (N)    092 54 58.     (W)     SCALED    
 JD0394* NAVD 88     -       253.592  (meters)     831.99   (feet)  ADJUSTED  
 JD0394  ___________________________________________________________________
 JD0394  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0394  DYNAMIC HT  -         253.421 (meters)     831.43  (feet)  COMP
 JD0394  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 JD0394
 JD0394  VERT ORDER  -  FIRST     CLASS II
 JD0394
 JD0394.The horizontal coordinates were scaled from a topographic map and have
 JD0394.an estimated accuracy of +/- 6 seconds.
 JD0394
 JD0394.The orthometric height was determined by differential leveling
 JD0394.and adjusted by the National Geodetic Survey in June 1991..
 JD0394
 JD0394.The geoid height was determined by GEOID03.
 JD0394
 JD0394.The dynamic height is computed by dividing the NAVD 88
 JD0394.geopotential number by the normal gravity value computed on the
 JD0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0394.degrees latitude (g = 980.6199 gals.).
 JD0394
 JD0394.The modeled gravity was interpolated from observed gravity values.
 JD0394
 JD0394;                    North         East    Units  Estimated Accuracy
 JD0394;SPC MO C     -   316,820.      463,800.      MT  (+/- 180 meters Scaled)
 JD0394
 JD0394                          SUPERSEDED SURVEY CONTROL
 JD0394
 JD0394  NGVD 29 (??/??/92)  253.495  (m)          831.67   (f) ADJ UNCH    1 2
 JD0394
 JD0394.Superseded values are not recommended for survey control.
 JD0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0394.See file dsdata.txt to determine how the superseded data were derived.
 JD0394
 JD0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC072821(NAD 83)
 JD0394_MARKER: DB = BENCH MARK DISK
 JD0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0394_SP_SET: CONCRETE BASE
 JD0394_STAMPING: K 186 1945
 JD0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0394
 JD0394  HISTORY     - Date     Condition        Report By
 JD0394  HISTORY     - 1945     MONUMENTED       CGS
 JD0394  HISTORY     - 1963     GOOD             NGS
 JD0394
 JD0394                          STATION DESCRIPTION
 JD0394
 JD0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0394'2.8 MI W FROM SYRACUSE.
 JD0394'ABOUT 2.85 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0394'THE STATION AT SYRACUSE, 5 POLES EAST OF MILEPOLE 171, SET IN
 JD0394'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE WHICH
 JD0394'SUPPORTS THE NORTHWEST PIER OF THE U.S. HIGHWAY 50 OVERPASS, 9.5
 JD0394'FEET NORTH OF THE NORTH RAIL, 0.5 FOOT EAST OF THE WEST EDGE OF
 JD0394'THE CONCRETE BASE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JD0394'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0024 ***********************************************************************
 JD0024  DESIGNATION -  K 187
 JD0024  PID         -  JD0024
 JD0024  STATE/COUNTY-  MO/MONITEAU
 JD0024  USGS QUAD   -  RUSSELLVILLE (1969)
 JD0024
 JD0024                         *CURRENT SURVEY CONTROL
 JD0024  ___________________________________________________________________
 JD0024* NAD 83(1986)-  38 36 27.     (N)    092 29 21.     (W)     SCALED    
 JD0024* NAVD 88     -       265.433  (meters)     870.84   (feet)  ADJUSTED  
 JD0024  ___________________________________________________________________
 JD0024  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JD0024  DYNAMIC HT  -         265.252 (meters)     870.25  (feet)  COMP
 JD0024  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 JD0024
 JD0024  VERT ORDER  -  FIRST     CLASS II
 JD0024
 JD0024.The horizontal coordinates were scaled from a topographic map and have
 JD0024.an estimated accuracy of +/- 6 seconds.
 JD0024
 JD0024.The orthometric height was determined by differential leveling
 JD0024.and adjusted by the National Geodetic Survey in June 1991..
 JD0024
 JD0024.The geoid height was determined by GEOID03.
 JD0024
 JD0024.The dynamic height is computed by dividing the NAVD 88
 JD0024.geopotential number by the normal gravity value computed on the
 JD0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0024.degrees latitude (g = 980.6199 gals.).
 JD0024
 JD0024.The modeled gravity was interpolated from observed gravity values.
 JD0024
 JD0024;                    North         East    Units  Estimated Accuracy
 JD0024;SPC MO C     -   307,860.      500,940.      MT  (+/- 180 meters Scaled)
 JD0024
 JD0024                          SUPERSEDED SURVEY CONTROL
 JD0024
 JD0024  NGVD 29 (??/??/92)  265.341  (m)          870.54   (f) ADJ UNCH    1 2
 JD0024
 JD0024.Superseded values are not recommended for survey control.
 JD0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0024.See file dsdata.txt to determine how the superseded data were derived.
 JD0024
 JD0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC444733(NAD 83)
 JD0024_MARKER: DB = BENCH MARK DISK
 JD0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0024_STAMPING: K 187 1945
 JD0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0024+STABILITY: SURFACE MOTION
 JD0024
 JD0024  HISTORY     - Date     Condition        Report By
 JD0024  HISTORY     - 1945     MONUMENTED       CGS
 JD0024  HISTORY     - 1963     GOOD             NGS
 JD0024
 JD0024                          STATION DESCRIPTION
 JD0024
 JD0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0024'4.9 MI W FROM CENTERTOWN.
 JD0024'ABOUT 4.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0024'POST OFFICE AT CENTERTOWN, OR 5.0 MILES EAST ALONG THE MISSOURI
 JD0024'PACIFIC RAILROAD FROM THE STATION AT CALIFORNIA, 2 POLES WEST
 JD0024'ACROSS THE TRACK FROM MILEPOLE 145-10, 37 FEET SOUTH OF THE SOUTH
 JD0024'RAIL, 8.5 FEET NORTH OF A FENCE, 7.8 FEET SOUTHEAST OF A
 JD0024'TELEGRAPH POLE BRACED BY A GUY WIRE, 1.7 FEET EAST OF A METAL
 JD0024'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 JD0024'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0454 ***********************************************************************
 JD0454  DESIGNATION -  K 188
 JD0454  PID         -  JD0454
 JD0454  STATE/COUNTY-  MO/MONITEAU
 JD0454  USGS QUAD   -  FORTUNA (1985)
 JD0454
 JD0454                         *CURRENT SURVEY CONTROL
 JD0454  ___________________________________________________________________
 JD0454* NAD 83(1986)-  38 36 09.     (N)    092 47 22.     (W)     SCALED    
 JD0454* NAVD 88     -       286.729  (meters)     940.71   (feet)  ADJUSTED  
 JD0454  ___________________________________________________________________
 JD0454  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD0454  DYNAMIC HT  -         286.530 (meters)     940.06  (feet)  COMP
 JD0454  MODELED GRAV-     979,927.4   (mgal)                       NAVD 88
 JD0454
 JD0454  VERT ORDER  -  SECOND    CLASS 0
 JD0454
 JD0454.The horizontal coordinates were scaled from a topographic map and have
 JD0454.an estimated accuracy of +/- 6 seconds.
 JD0454
 JD0454.The orthometric height was determined by differential leveling
 JD0454.and adjusted by the National Geodetic Survey in June 1991..
 JD0454
 JD0454.The geoid height was determined by GEOID03.
 JD0454
 JD0454.The dynamic height is computed by dividing the NAVD 88
 JD0454.geopotential number by the normal gravity value computed on the
 JD0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0454.degrees latitude (g = 980.6199 gals.).
 JD0454
 JD0454.The modeled gravity was interpolated from observed gravity values.
 JD0454
 JD0454;                    North         East    Units  Estimated Accuracy
 JD0454;SPC MO C     -   307,350.      474,790.      MT  (+/- 180 meters Scaled)
 JD0454
 JD0454                          SUPERSEDED SURVEY CONTROL
 JD0454
 JD0454  NGVD 29 (??/??/92)  286.624  (m)          940.37   (f) ADJ UNCH    2 0
 JD0454
 JD0454.Superseded values are not recommended for survey control.
 JD0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0454.See file dsdata.txt to determine how the superseded data were derived.
 JD0454
 JD0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC183726(NAD 83)
 JD0454_MARKER: DB = BENCH MARK DISK
 JD0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0454_STAMPING: K 188 1945
 JD0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0454+STABILITY: SURFACE MOTION
 JD0454
 JD0454  HISTORY     - Date     Condition        Report By
 JD0454  HISTORY     - 1945     MONUMENTED       CGS
 JD0454  HISTORY     - 1963     GOOD             NGS
 JD0454
 JD0454                          STATION DESCRIPTION
 JD0454
 JD0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0454'2.6 MI N FROM FORTUNA.
 JD0454'ABOUT 0.1 MILE EAST ALONG STATE ROAD FF FROM THE POST OFFICE
 JD0454'AT FORTUNA, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 5, IN
 JD0454'SECTION 4, T 44 N, R 17 W, OR 0.15 MILE WEST ALONG THE MISSOURI
 JD0454'PACIFIC RAILROAD FROM THE STATION AT TIPTON, THENCE 0.55 MILE
 JD0454'SOUTH ALONG STATE ROAD B, THENCE 3.6 MILES SOUTH ALONG STATE
 JD0454'HIGHWAY 5, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 334
 JD0454'FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING WEST,
 JD0454'55 FEET SOUTH OF THE CENTER OF A GATE, 1.0 FOOT EAST OF A
 JD0454'FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JD0454'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0454'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0887 ***********************************************************************
 JD0887  DESIGNATION -  K 189
 JD0887  PID         -  JD0887
 JD0887  STATE/COUNTY-  MO/PETTIS
 JD0887  USGS QUAD   -  CLIFTON CITY (1979)
 JD0887
 JD0887                         *CURRENT SURVEY CONTROL
 JD0887  ___________________________________________________________________
 JD0887* NAD 83(1986)-  38 45 29.     (N)    093 04 17.     (W)     SCALED    
 JD0887* NAVD 88     -       234.724  (meters)     770.09   (feet)  ADJUSTED  
 JD0887  ___________________________________________________________________
 JD0887  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0887  DYNAMIC HT  -         234.568 (meters)     769.58  (feet)  COMP
 JD0887  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 JD0887
 JD0887  VERT ORDER  -  SECOND    CLASS 0
 JD0887
 JD0887.The horizontal coordinates were scaled from a topographic map and have
 JD0887.an estimated accuracy of +/- 6 seconds.
 JD0887
 JD0887.The orthometric height was determined by differential leveling
 JD0887.and adjusted by the National Geodetic Survey in June 1991..
 JD0887
 JD0887.The geoid height was determined by GEOID03.
 JD0887
 JD0887.The dynamic height is computed by dividing the NAVD 88
 JD0887.geopotential number by the normal gravity value computed on the
 JD0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0887.degrees latitude (g = 980.6199 gals.).
 JD0887
 JD0887.The modeled gravity was interpolated from observed gravity values.
 JD0887
 JD0887;                    North         East    Units  Estimated Accuracy
 JD0887;SPC MO C     -   324,730.      450,340.      MT  (+/- 180 meters Scaled)
 JD0887
 JD0887                          SUPERSEDED SURVEY CONTROL
 JD0887
 JD0887  NGVD 29 (??/??/92)  234.629  (m)          769.78   (f) ADJ UNCH    2 0
 JD0887
 JD0887.Superseded values are not recommended for survey control.
 JD0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0887.See file dsdata.txt to determine how the superseded data were derived.
 JD0887
 JD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC937899(NAD 83)
 JD0887_MARKER: DB = BENCH MARK DISK
 JD0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0887_SP_SET: CULVERT
 JD0887_STAMPING: K 189 1946
 JD0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0887
 JD0887  HISTORY     - Date     Condition        Report By
 JD0887  HISTORY     - 1946     MONUMENTED       CGS
 JD0887  HISTORY     - 1963     GOOD             NGS
 JD0887
 JD0887                          STATION DESCRIPTION
 JD0887
 JD0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0887'2.3 MI SW FROM CLIFTON CITY.
 JD0887'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0887'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0887'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 135, SET IN THE TOP
 JD0887'OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A 6 X 10
 JD0887'FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 16.6 FEET WEST OF THE
 JD0887'CENTERLINE OF THE HIGHWAY, 0.8 FOOT SOUTH OF THE NORTH EDGE
 JD0887'OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0167 ***********************************************************************
 JE0167  DESIGNATION -  K 19
 JE0167  PID         -  JE0167
 JE0167  STATE/COUNTY-  MO/CASS
 JE0167  USGS QUAD   -  PECULIAR (1981)
 JE0167
 JE0167                         *CURRENT SURVEY CONTROL
 JE0167  ___________________________________________________________________
 JE0167* NAD 83(1986)-  38 41 12.     (N)    094 25 33.     (W)     SCALED    
 JE0167* NAVD 88     -       269.927  (meters)     885.59   (feet)  ADJUSTED  
 JE0167  ___________________________________________________________________
 JE0167  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0167  DYNAMIC HT  -         269.744 (meters)     884.99  (feet)  COMP
 JE0167  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 JE0167
 JE0167  VERT ORDER  -  FIRST     CLASS II
 JE0167
 JE0167.The horizontal coordinates were scaled from a topographic map and have
 JE0167.an estimated accuracy of +/- 6 seconds.
 JE0167
 JE0167.The orthometric height was determined by differential leveling
 JE0167.and adjusted by the National Geodetic Survey in June 1991..
 JE0167.WARNING-Repeat measurements at this control monument indicate possible
 JE0167.vertical movement.
 JE0167
 JE0167.The geoid height was determined by GEOID03.
 JE0167
 JE0167.The dynamic height is computed by dividing the NAVD 88
 JE0167.geopotential number by the normal gravity value computed on the
 JE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0167.degrees latitude (g = 980.6199 gals.).
 JE0167
 JE0167.The modeled gravity was interpolated from observed gravity values.
 JE0167
 JE0167;                    North         East    Units  Estimated Accuracy
 JE0167;SPC MO W     -   279,670.      856,450.      MT  (+/- 180 meters Scaled)
 JE0167
 JE0167                          SUPERSEDED SURVEY CONTROL
 JE0167
 JE0167  NGVD 29 (??/??/92)  269.813  (m)          885.21   (f) ADJ UNCH    1 2
 JE0167
 JE0167.Superseded values are not recommended for survey control.
 JE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0167.See file dsdata.txt to determine how the superseded data were derived.
 JE0167
 JE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC759829(NAD 83)
 JE0167_MARKER: DB = BENCH MARK DISK
 JE0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0167_SP_SET: CONCRETE POST
 JE0167_STAMPING: K 19 1938
 JE0167_MARK LOGO: USGS  
 JE0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0167+STABILITY: SURFACE MOTION
 JE0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0167+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 JE0167
 JE0167  HISTORY     - Date     Condition        Report By
 JE0167  HISTORY     - 1938     MONUMENTED       USGS
 JE0167  HISTORY     - 1963     GOOD             NGS
 JE0167  HISTORY     - 20050507 GOOD             INDIV
 JE0167
 JE0167                          STATION DESCRIPTION
 JE0167
 JE0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0167'5.6 MI NW FROM HARRISONVILLE.
 JE0167'ABOUT 0.4 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0167'FROM THE STATION AT HARRISONVILLE, THENCE 5.2 MILES NORTHWEST
 JE0167'ALONG THE ST. LOUIS-SAN FRANISCO RAILWAY, IN SECTION 26, T 45
 JE0167'N, R 32 W, 9 POLES NORTHWEST OF MILEPOST 40, 5 POLES SOUTHEAST
 JE0167'OF A BRIDGE OVER A CREEK, AT A CROSSING OF THE RAILROAD AND
 JE0167'A PRIVATE ROAD, 36 FEET NORTHEAST OF THE NORTHEAST RAIL, 29
 JE0167'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 39 FEET SOUTHWEST
 JE0167'OF THE CENTER LINE OF U.S. HIGHWAY 71, 0.4 FOOT SOUTHWEST OF A
 JE0167'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JE0167'IS 0.2 FOOT BELOW THE SURFACE OF THE GROUND.  NOTE-- THIS MARK
 JE0167'CAN ALSO BE REACHED BY GOING 3 MILES SOUTHEAST ALONG THE ST.
 JE0167'LOUIS-SAN FRANISCO RAILWAY FROM THE WATER TOWER AT PECULIAR.
 JE0167
 JE0167                          STATION RECOVERY (2005)
 JE0167
 JE0167'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0133 ***********************************************************************
 LF0133  DESIGNATION -  K 19
 LF0133  PID         -  LF0133
 LF0133  STATE/COUNTY-  MO/GENTRY
 LF0133  USGS QUAD   -  STANBERRY (1985)
 LF0133
 LF0133                         *CURRENT SURVEY CONTROL
 LF0133  ___________________________________________________________________
 LF0133* NAD 83(1986)-  40 13 17.     (N)    094 35 07.     (W)     SCALED    
 LF0133* NAVD 88     -       277.168  (meters)     909.34   (feet)  ADJUSTED  
 LF0133  ___________________________________________________________________
 LF0133  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 LF0133  DYNAMIC HT  -         277.016 (meters)     908.84  (feet)  COMP
 LF0133  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 LF0133
 LF0133  VERT ORDER  -  FIRST     CLASS II
 LF0133
 LF0133.The horizontal coordinates were scaled from a topographic map and have
 LF0133.an estimated accuracy of +/- 6 seconds.
 LF0133
 LF0133.The orthometric height was determined by differential leveling
 LF0133.and adjusted by the National Geodetic Survey in June 1991..
 LF0133
 LF0133.The geoid height was determined by GEOID03.
 LF0133
 LF0133.The dynamic height is computed by dividing the NAVD 88
 LF0133.geopotential number by the normal gravity value computed on the
 LF0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0133.degrees latitude (g = 980.6199 gals.).
 LF0133
 LF0133.The modeled gravity was interpolated from observed gravity values.
 LF0133
 LF0133;                    North         East    Units  Estimated Accuracy
 LF0133;SPC MO W     -   450,050.      842,740.      MT  (+/- 180 meters Scaled)
 LF0133
 LF0133                          SUPERSEDED SURVEY CONTROL
 LF0133
 LF0133  NGVD 29 (??/??/92)  277.091  (m)          909.09   (f) ADJ UNCH    1 2
 LF0133
 LF0133.Superseded values are not recommended for survey control.
 LF0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0133.See file dsdata.txt to determine how the superseded data were derived.
 LF0133
 LF0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE651535(NAD 83)
 LF0133_MARKER: DB = BENCH MARK DISK
 LF0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0133_STAMPING: K 19 1933
 LF0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0133+STABILITY: SURFACE MOTION
 LF0133
 LF0133  HISTORY     - Date     Condition        Report By
 LF0133  HISTORY     - 1933     MONUMENTED       CGS
 LF0133  HISTORY     - 1960     GOOD             NGS
 LF0133  HISTORY     - 1978     GOOD             NGS
 LF0133
 LF0133                          STATION DESCRIPTION
 LF0133
 LF0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0133'2.5 MI NW FROM STANBERRY.
 LF0133'2.5 MILES NORTHWEST ALONG THE WABASH RAILWAY FROM STANBERRY,
 LF0133'GENTRY COUNTY, 33 POLES NORTHWEST OF MILEPOST 296, AT A CURVE TO
 LF0133'THE NORTH IN STATE HIGHWAY 136, AND 1 FOOT EAST OF A FENCE
 LF0133'LINE.  A STANDARD DISK STAMPED K 19 1933 AND SET IN THE TOP OF A
 LF0133'CONCRETE POST WHICH PROJECTS 6 INCHES.
 LF0133
 LF0133                          STATION RECOVERY (1978)
 LF0133
 LF0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LF0133'2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 136 FROM THE JUNCTION WITH
 LF0133'LOCUST STREET IN STANBERRY, 48 FT SOUTH-SOUTHWEST OF THE CENTERLINE
 LF0133'OF THE HIGHWAY, 55.5 FT NORTH OF THE NORTH RAIL OF THE RAILROAD
 LF0133'TRACK, 103 FT WEST OF THE 1ST POWERLINE POLE EAST OF A BEND TO THE
 LF0133'NORTH IN THE POWERLINE AND AT THE LEADING EDGE OF A CURVE TO THE
 LF0133'NORTH IN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0467 ***********************************************************************
 JD0467  DESIGNATION -  K 190
 JD0467  PID         -  JD0467
 JD0467  STATE/COUNTY-  MO/COOPER
 JD0467  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0467
 JD0467                         *CURRENT SURVEY CONTROL
 JD0467  ___________________________________________________________________
 JD0467* NAD 83(1986)-  38 58 51.     (N)    092 59 22.     (W)     SCALED    
 JD0467* NAVD 88     -       185.720  (meters)     609.32   (feet)  ADJUSTED  
 JD0467  ___________________________________________________________________
 JD0467  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0467  DYNAMIC HT  -         185.602 (meters)     608.93  (feet)  COMP
 JD0467  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 JD0467
 JD0467  VERT ORDER  -  SECOND    CLASS 0
 JD0467
 JD0467.The horizontal coordinates were scaled from a topographic map and have
 JD0467.an estimated accuracy of +/- 6 seconds.
 JD0467
 JD0467.The orthometric height was determined by differential leveling
 JD0467.and adjusted by the National Geodetic Survey in June 1991..
 JD0467
 JD0467.The geoid height was determined by GEOID03.
 JD0467
 JD0467.The dynamic height is computed by dividing the NAVD 88
 JD0467.geopotential number by the normal gravity value computed on the
 JD0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0467.degrees latitude (g = 980.6199 gals.).
 JD0467
 JD0467.The modeled gravity was interpolated from observed gravity values.
 JD0467
 JD0467;                    North         East    Units  Estimated Accuracy
 JD0467;SPC MO C     -   349,420.      457,590.      MT  (+/- 180 meters Scaled)
 JD0467
 JD0467                          SUPERSEDED SURVEY CONTROL
 JD0467
 JD0467  NGVD 29 (??/??/92)  185.648  (m)          609.08   (f) ADJ UNCH    2 0
 JD0467
 JD0467.Superseded values are not recommended for survey control.
 JD0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0467.See file dsdata.txt to determine how the superseded data were derived.
 JD0467
 JD0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD009146(NAD 83)
 JD0467_MARKER: DB = BENCH MARK DISK
 JD0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0467_STAMPING: K 190 1946
 JD0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0467+STABILITY: SURFACE MOTION
 JD0467
 JD0467  HISTORY     - Date     Condition        Report By
 JD0467  HISTORY     - 1946     MONUMENTED       CGS
 JD0467  HISTORY     - 1962     GOOD             NGS
 JD0467
 JD0467                          STATION DESCRIPTION
 JD0467
 JD0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0467'AT BLACKWATER.
 JD0467'ABOUT 0.1 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0467'THE STATION AT BLACKWATER, 1 POLE EAST OF MILEPOLE 187, 33.8
 JD0467'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 4.3 FEET EAST
 JD0467'OF THE FIRST POLE EAST OF THE MILEPOLE, 1.1 FEET WEST OF A
 JD0467'WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP
 JD0467'OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0069 ***********************************************************************
 HD0069  DESIGNATION -  K 191
 HD0069  PID         -  HD0069
 HD0069  STATE/COUNTY-  MO/PULASKI
 HD0069  USGS QUAD   -  DIXON (1982)
 HD0069
 HD0069                         *CURRENT SURVEY CONTROL
 HD0069  ___________________________________________________________________
 HD0069* NAD 83(1986)-  37 59 50.     (N)    092 06 29.     (W)     SCALED    
 HD0069* NAVD 88     -       365.590  (meters)    1199.44   (feet)  ADJUSTED  
 HD0069  ___________________________________________________________________
 HD0069  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HD0069  DYNAMIC HT  -         365.324 (meters)    1198.57  (feet)  COMP
 HD0069  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 HD0069
 HD0069  VERT ORDER  -  SECOND    CLASS 0
 HD0069
 HD0069.The horizontal coordinates were scaled from a topographic map and have
 HD0069.an estimated accuracy of +/- 6 seconds.
 HD0069
 HD0069.The orthometric height was determined by differential leveling
 HD0069.and adjusted by the National Geodetic Survey in June 1991..
 HD0069
 HD0069.The geoid height was determined by GEOID03.
 HD0069
 HD0069.The dynamic height is computed by dividing the NAVD 88
 HD0069.geopotential number by the normal gravity value computed on the
 HD0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0069.degrees latitude (g = 980.6199 gals.).
 HD0069
 HD0069.The modeled gravity was interpolated from observed gravity values.
 HD0069
 HD0069;                    North         East    Units  Estimated Accuracy
 HD0069;SPC MO C     -   240,200.      534,430.      MT  (+/- 180 meters Scaled)
 HD0069
 HD0069                          SUPERSEDED SURVEY CONTROL
 HD0069
 HD0069  NGVD 29 (??/??/92)  365.498  (m)         1199.14   (f) ADJ UNCH    2 0
 HD0069
 HD0069.Superseded values are not recommended for survey control.
 HD0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0069.See file dsdata.txt to determine how the superseded data were derived.
 HD0069
 HD0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC783058(NAD 83)
 HD0069_MARKER: DB = BENCH MARK DISK
 HD0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0069_STAMPING: K 191 1945
 HD0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0069+STABILITY: SURFACE MOTION
 HD0069
 HD0069  HISTORY     - Date     Condition        Report By
 HD0069  HISTORY     - 1945     MONUMENTED       CGS
 HD0069  HISTORY     - 1946     GOOD             NGS
 HD0069
 HD0069                          STATION DESCRIPTION
 HD0069
 HD0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0069'0.8 MI W FROM DIXON.
 HD0069'ABOUT 0.8 MILE WEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HD0069'FROM THE STATION AT DIXON, 183 FEET NORTHEAST OF AND ACROSS THE
 HD0069'TRACKS FROM MILEPOST NO. 135-15, 82 FEET NORTH OF AND ABOUT LEVEL
 HD0069'WITH THE CENTER LINE OF THE NORTH TRACK, 3 FEET SOUTH OF THE
 HD0069'RIGHT-OF-WAY FENCE, 2 FEET WEST OF A 4 IN X 4 IN MARKER POST AND IN
 HD0069'LINE WITH A FENCE LEADNG NORTH.  PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0188 ***********************************************************************
 HD0188  DESIGNATION -  K 192
 HD0188  PID         -  HD0188
 HD0188  STATE/COUNTY-  MO/PULASKI
 HD0188  USGS QUAD   -  WAYNESVILLE (1985)
 HD0188
 HD0188                         *CURRENT SURVEY CONTROL
 HD0188  ___________________________________________________________________
 HD0188* NAD 83(1986)-  37 51 02.     (N)    092 12 53.     (W)     SCALED    
 HD0188* NAVD 88     -       236.156  (meters)     774.79   (feet)  ADJUSTED  
 HD0188  ___________________________________________________________________
 HD0188  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HD0188  DYNAMIC HT  -         235.980 (meters)     774.21  (feet)  COMP
 HD0188  MODELED GRAV-     979,878.3   (mgal)                       NAVD 88
 HD0188
 HD0188  VERT ORDER  -  SECOND    CLASS 0
 HD0188
 HD0188.The horizontal coordinates were scaled from a topographic map and have
 HD0188.an estimated accuracy of +/- 6 seconds.
 HD0188
 HD0188.The orthometric height was determined by differential leveling
 HD0188.and adjusted by the National Geodetic Survey in June 1991..
 HD0188
 HD0188.The geoid height was determined by GEOID03.
 HD0188
 HD0188.The dynamic height is computed by dividing the NAVD 88
 HD0188.geopotential number by the normal gravity value computed on the
 HD0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0188.degrees latitude (g = 980.6199 gals.).
 HD0188
 HD0188.The modeled gravity was interpolated from observed gravity values.
 HD0188
 HD0188;                    North         East    Units  Estimated Accuracy
 HD0188;SPC MO C     -   223,880.      525,110.      MT  (+/- 180 meters Scaled)
 HD0188
 HD0188                          SUPERSEDED SURVEY CONTROL
 HD0188
 HD0188  NGVD 29 (??/??/92)  236.056  (m)          774.46   (f) ADJ UNCH    2 0
 HD0188
 HD0188.Superseded values are not recommended for survey control.
 HD0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0188.See file dsdata.txt to determine how the superseded data were derived.
 HD0188
 HD0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB690895(NAD 83)
 HD0188_MARKER: DB = BENCH MARK DISK
 HD0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0188_SP_SET: ABUTMENT
 HD0188_STAMPING: K 192 1945
 HD0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0188
 HD0188  HISTORY     - Date     Condition        Report By
 HD0188  HISTORY     - 1945     MONUMENTED       CGS
 HD0188  HISTORY     - 1946     GOOD             NGS
 HD0188
 HD0188                          STATION DESCRIPTION
 HD0188
 HD0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0188'2.5 MI NW FROM WAYNESVILLE.
 HD0188'ABOUT 2.5 MILES NORTHWEST ALONG MISSOURI STATE HIGHWAY NO. 17
 HD0188'FROM THE COURTHOUSE AT WAYNESVILLE, 14 FEET NORTH OF AND ABOUT
 HD0188'0.8 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY.  A BRONZE
 HD0188'BENCH MARK DISC SET IN THE TOP OF THE NORTH END OF THE WEST
 HD0188'ABUTMENT OF THE STEEL AND CONCRETE BRIDGE OVER THE GASCONADE
 HD0188'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0118 ***********************************************************************
 HD0118  DESIGNATION -  K 193
 HD0118  PID         -  HD0118
 HD0118  STATE/COUNTY-  MO/PULASKI
 HD0118  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0118
 HD0118                         *CURRENT SURVEY CONTROL
 HD0118  ___________________________________________________________________
 HD0118* NAD 83(1986)-  37 51 34.     (N)    092 16 36.     (W)     SCALED    
 HD0118* NAVD 88     -       307.182  (meters)    1007.81   (feet)  ADJUSTED  
 HD0118  ___________________________________________________________________
 HD0118  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HD0118  DYNAMIC HT  -         306.951 (meters)    1007.06  (feet)  COMP
 HD0118  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 HD0118
 HD0118  VERT ORDER  -  SECOND    CLASS 0
 HD0118
 HD0118.The horizontal coordinates were scaled from a topographic map and have
 HD0118.an estimated accuracy of +/- 6 seconds.
 HD0118
 HD0118.The orthometric height was determined by differential leveling
 HD0118.and adjusted by the National Geodetic Survey in June 1991..
 HD0118
 HD0118.The geoid height was determined by GEOID03.
 HD0118
 HD0118.The dynamic height is computed by dividing the NAVD 88
 HD0118.geopotential number by the normal gravity value computed on the
 HD0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0118.degrees latitude (g = 980.6199 gals.).
 HD0118
 HD0118.The modeled gravity was interpolated from observed gravity values.
 HD0118
 HD0118;                    North         East    Units  Estimated Accuracy
 HD0118;SPC MO C     -   224,860.      519,650.      MT  (+/- 180 meters Scaled)
 HD0118
 HD0118                          SUPERSEDED SURVEY CONTROL
 HD0118
 HD0118  NGVD 29 (??/??/92)  307.079  (m)         1007.48   (f) ADJ UNCH    2 0
 HD0118
 HD0118.Superseded values are not recommended for survey control.
 HD0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0118.See file dsdata.txt to determine how the superseded data were derived.
 HD0118
 HD0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB636904(NAD 83)
 HD0118_MARKER: DB = BENCH MARK DISK
 HD0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0118_STAMPING: K 193 1945
 HD0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0118+STABILITY: SURFACE MOTION
 HD0118
 HD0118  HISTORY     - Date     Condition        Report By
 HD0118  HISTORY     - 1945     MONUMENTED       CGS
 HD0118  HISTORY     - 1946     GOOD             NGS
 HD0118
 HD0118                          STATION DESCRIPTION
 HD0118
 HD0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0118'6.2 MI SE FROM SWEDEBORG.
 HD0118'ABOUT 0.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ST LOUIS
 HD0118'AND SAN FRANCISCO RAILROAD STATION AT SWEDEBORG, THENCE 0.9
 HD0118'MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 1.6 MILES SOUTH ALONG
 HD0118'A GRAVEL ROAD, THENCE 3.5 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 HD0118'AND AT THE SHADY GROVE SCHOOL, ABOUT 1.2 MILES EAST OF A STEEL
 HD0118'BRIDGE OVER THE GASCONADE RIVER, 96 FEET NORTHWEST OF THE
 HD0118'NORTHWEST CORNER OF A STORE BUILDING, 86 FEET SOUTHWEST OF THE
 HD0118'SOUTHWEST CORNER OF THE SCHOOL BUILDING, 44 FEET WEST OF A
 HD0118'30 INCH OAK TREE, 18 FEET EAST OF THE CENTER LINE OF THE EAST
 HD0118'FORK OF A ROAD AT A JUNCTION, 1 FOOT SOUTH OF A 4 IN X 4 IN
 HD0118'MARKER POST.  PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0088 ***********************************************************************
 HD0088  DESIGNATION -  K 194
 HD0088  PID         -  HD0088
 HD0088  STATE/COUNTY-  MO/PULASKI
 HD0088  USGS QUAD   -  RICHLAND (1976)
 HD0088
 HD0088                         *CURRENT SURVEY CONTROL
 HD0088  ___________________________________________________________________
 HD0088* NAD 83(1986)-  37 45 03.     (N)    092 23 38.     (W)     SCALED    
 HD0088* NAVD 88     -       274.534  (meters)     900.70   (feet)  ADJUSTED  
 HD0088  ___________________________________________________________________
 HD0088  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HD0088  DYNAMIC HT  -         274.326 (meters)     900.02  (feet)  COMP
 HD0088  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 HD0088
 HD0088  VERT ORDER  -  SECOND    CLASS 0
 HD0088
 HD0088.The horizontal coordinates were scaled from a topographic map and have
 HD0088.an estimated accuracy of +/- 6 seconds.
 HD0088
 HD0088.The orthometric height was determined by differential leveling
 HD0088.and adjusted by the National Geodetic Survey in June 1991..
 HD0088
 HD0088.The geoid height was determined by GEOID03.
 HD0088
 HD0088.The dynamic height is computed by dividing the NAVD 88
 HD0088.geopotential number by the normal gravity value computed on the
 HD0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0088.degrees latitude (g = 980.6199 gals.).
 HD0088
 HD0088.The modeled gravity was interpolated from observed gravity values.
 HD0088
 HD0088;                    North         East    Units  Estimated Accuracy
 HD0088;SPC MO C     -   212,780.      509,350.      MT  (+/- 180 meters Scaled)
 HD0088
 HD0088                          SUPERSEDED SURVEY CONTROL
 HD0088
 HD0088  NGVD 29 (??/??/92)  274.427  (m)          900.35   (f) ADJ UNCH    2 0
 HD0088
 HD0088.Superseded values are not recommended for survey control.
 HD0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0088.See file dsdata.txt to determine how the superseded data were derived.
 HD0088
 HD0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB533783(NAD 83)
 HD0088_MARKER: DB = BENCH MARK DISK
 HD0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0088_SP_SET: CULVERT
 HD0088_STAMPING: K 194 1945
 HD0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0088
 HD0088  HISTORY     - Date     Condition        Report By
 HD0088  HISTORY     - 1945     MONUMENTED       CGS
 HD0088  HISTORY     - 1946     GOOD             NGS
 HD0088  HISTORY     - 19911211 MARK NOT FOUND   MODNR
 HD0088
 HD0088                          STATION DESCRIPTION
 HD0088
 HD0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0088'8.7 MI S FROM RICHLAND.
 HD0088'ABOUT 5.7 MILES SOUTH ALONG STATE HIGHWAY NO. 133 FROM THE
 HD0088'CROSSING OF THE HIGHWAY AND THE ST. LOUIS AND SAN FRANCISCO
 HD0088'RAILROAD AT RICHLAND, THENCE ABOUT 3.0 MILES SOUTHEAST
 HD0088'ALONG A GRAVEL ROAD, AND AT A ROAD JUNCTION, ABOUT 0.1 MILE
 HD0088'NORTH OF A LOW WATER BRIDGE OVER THE GASCONADE RIVER, 38 FEET
 HD0088'NORTH OF THE CENTER OF THE ROAD JUNCTION, 8 FEET NORTHEAST OF
 HD0088'AND ABOUT 0.5 FEET HIGHER THAN THE CENTER LINE OF THE ROAD
 HD0088'LEADING NORTH, A BRONZE BENCH MARK DISC SET IN THE TOP OF
 HD0088'THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 3 X 5 FOOT
 HD0088'CONCRETE CULVERT.
 HD0088
 HD0088                          STATION RECOVERY (1991)
 HD0088
 HD0088'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 HD0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0301 ***********************************************************************
 KD0301  DESIGNATION -  K 195
 KD0301  PID         -  KD0301
 KD0301  STATE/COUNTY-  MO/RANDOLPH
 KD0301  USGS QUAD   -  PRAIRIE HILL (1979)
 KD0301
 KD0301                         *CURRENT SURVEY CONTROL
 KD0301  ___________________________________________________________________
 KD0301* NAD 83(1986)-  39 34 32.     (N)    092 40 45.     (W)     SCALED    
 KD0301* NAVD 88     -       216.262  (meters)     709.52   (feet)  ADJUSTED  
 KD0301  ___________________________________________________________________
 KD0301  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KD0301  DYNAMIC HT  -         216.139 (meters)     709.12  (feet)  COMP
 KD0301  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KD0301
 KD0301  VERT ORDER  -  SECOND    CLASS 0
 KD0301
 KD0301.The horizontal coordinates were scaled from a topographic map and have
 KD0301.an estimated accuracy of +/- 6 seconds.
 KD0301
 KD0301.The orthometric height was determined by differential leveling
 KD0301.and adjusted by the National Geodetic Survey in June 1991..
 KD0301
 KD0301.The geoid height was determined by GEOID03.
 KD0301
 KD0301.The dynamic height is computed by dividing the NAVD 88
 KD0301.geopotential number by the normal gravity value computed on the
 KD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0301.degrees latitude (g = 980.6199 gals.).
 KD0301
 KD0301.The modeled gravity was interpolated from observed gravity values.
 KD0301
 KD0301;                    North         East    Units  Estimated Accuracy
 KD0301;SPC MO C     -   415,340.      484,610.      MT  (+/- 180 meters Scaled)
 KD0301
 KD0301                          SUPERSEDED SURVEY CONTROL
 KD0301
 KD0301  NGVD 29 (??/??/92)  216.248  (m)          709.47   (f) ADJ UNCH    2 0
 KD0301
 KD0301.Superseded values are not recommended for survey control.
 KD0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0301.See file dsdata.txt to determine how the superseded data were derived.
 KD0301
 KD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD275806(NAD 83)
 KD0301_MARKER: DB = BENCH MARK DISK
 KD0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0301_STAMPING: K 195 1945
 KD0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0301+STABILITY: SURFACE MOTION
 KD0301
 KD0301  HISTORY     - Date     Condition        Report By
 KD0301  HISTORY     - 1945     MONUMENTED       CGS
 KD0301  HISTORY     - 1967     GOOD             NGS
 KD0301
 KD0301                          STATION DESCRIPTION
 KD0301
 KD0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0301'7 MI NE FROM PRAIRIE.
 KD0301'1.0 MILE EAST OF THE CHRISTIAN CHURCH AT PRAIRIE HILL ALONG A
 KD0301'GRAVEL ROAD, THENCE 4.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE
 KD0301'2.0 MILES EAST ALONG A GRAVEL ROAD TO THE SITE OF THE MARK,
 KD0301'24 FEET NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD,
 KD0301'2 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A 4 X 4 MARKER
 KD0301'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 KD0301'PROJECTS 4 INCHES ABOVE THE GROUND.
 KD0301
 KD0301                          STATION RECOVERY (1967)
 KD0301
 KD0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0153 ***********************************************************************
 JD0153  DESIGNATION -  K 196
 JD0153  PID         -  JD0153
 JD0153  STATE/COUNTY-  MO/COLE
 JD0153  USGS QUAD   -  OSAGE CITY (1981)
 JD0153
 JD0153                         *CURRENT SURVEY CONTROL
 JD0153  ___________________________________________________________________
 JD0153* NAD 83(1986)-  38 33 18.     (N)    092 05 38.     (W)     SCALED    
 JD0153* NAVD 88     -       177.978  (meters)     583.92   (feet)  ADJUSTED  
 JD0153  ___________________________________________________________________
 JD0153  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JD0153  DYNAMIC HT  -         177.859 (meters)     583.53  (feet)  COMP
 JD0153  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 JD0153
 JD0153  VERT ORDER  -  FIRST     CLASS II
 JD0153
 JD0153.The horizontal coordinates were scaled from a topographic map and have
 JD0153.an estimated accuracy of +/- 6 seconds.
 JD0153
 JD0153.The orthometric height was determined by differential leveling
 JD0153.and adjusted by the National Geodetic Survey in June 1991..
 JD0153.WARNING-Repeat measurements at this control monument indicate possible
 JD0153.vertical movement.
 JD0153
 JD0153.The geoid height was determined by GEOID03.
 JD0153
 JD0153.The dynamic height is computed by dividing the NAVD 88
 JD0153.geopotential number by the normal gravity value computed on the
 JD0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0153.degrees latitude (g = 980.6199 gals.).
 JD0153
 JD0153.The modeled gravity was interpolated from observed gravity values.
 JD0153
 JD0153;                    North         East    Units  Estimated Accuracy
 JD0153;SPC MO C     -   302,110.      535,400.      MT  (+/- 180 meters Scaled)
 JD0153
 JD0153                          SUPERSEDED SURVEY CONTROL
 JD0153
 JD0153  NGVD 29 (??/??/92)  177.924  (m)          583.74   (f) ADJ UNCH    1 2
 JD0153
 JD0153.Superseded values are not recommended for survey control.
 JD0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0153.See file dsdata.txt to determine how the superseded data were derived.
 JD0153
 JD0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC789677(NAD 83)
 JD0153_MARKER: DB = BENCH MARK DISK
 JD0153_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JD0153_SP_SET: BRIDGE ABUTMENT
 JD0153_STAMPING: K 196 1945
 JD0153_MARK LOGO: CGS   
 JD0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0153
 JD0153  HISTORY     - Date     Condition        Report By
 JD0153  HISTORY     - 1945     MONUMENTED       CGS
 JD0153  HISTORY     - 1946     GOOD             NGS
 JD0153  HISTORY     - 1986     GOOD             NGS
 JD0153
 JD0153                          STATION DESCRIPTION
 JD0153
 JD0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0153'4.2 MI E FROM JEFFERSON CITY.
 JD0153'ABOUT 4.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0153'STATION AT JEFFERSON CITY, ABOUT 3.8 MILES WEST OF OSAGE CITY,
 JD0153'ABOUT FOUR POLES WEST OF MILE POST 121, 6.5 FEET SOUTH OF AND
 JD0153'ABOUT LEVEL WITH THE CENTER LINE OF THE SOUTH TRACK, ON TOP OF
 JD0153'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NO. 33.  A
 JD0153'BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
 JD0153
 JD0153                          STATION RECOVERY (1986)
 JD0153
 JD0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0153'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.7 KM (6.0 MI)
 JD0153'EASTERLY ALONG U.S. HIGHWAY 100 FROM ITS JUNCTION WITH U.S. HIGHWAY 54
 JD0153'IN JEFFERSON CITY, THENCE 1.8 KM (1.1 MI) NORTH ALONG SHAMROCK ROAD,
 JD0153'THENCE 0.1 KM (0.05 MI) WEST ALONG THE MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0037 ***********************************************************************
 HE0037  DESIGNATION -  K 2
 HE0037  PID         -  HE0037
 HE0037  STATE/COUNTY-  MO/VERNON
 HE0037  USGS QUAD   -  HORTON (1991)
 HE0037
 HE0037                         *CURRENT SURVEY CONTROL
 HE0037  ___________________________________________________________________
 HE0037* NAD 83(1986)-  37 56 07.     (N)    094 21 03.     (W)     SCALED    
 HE0037* NAVD 88     -       231.195  (meters)     758.51   (feet)  ADJUSTED  
 HE0037  ___________________________________________________________________
 HE0037  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 HE0037  DYNAMIC HT  -         231.025 (meters)     757.95  (feet)  COMP
 HE0037  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 HE0037
 HE0037  VERT ORDER  -  FIRST     CLASS II
 HE0037
 HE0037.The horizontal coordinates were scaled from a topographic map and have
 HE0037.an estimated accuracy of +/- 6 seconds.
 HE0037
 HE0037.The orthometric height was determined by differential leveling
 HE0037.and adjusted by the National Geodetic Survey in June 1991..
 HE0037
 HE0037.The geoid height was determined by GEOID03.
 HE0037
 HE0037.The dynamic height is computed by dividing the NAVD 88
 HE0037.geopotential number by the normal gravity value computed on the
 HE0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0037.degrees latitude (g = 980.6199 gals.).
 HE0037
 HE0037.The modeled gravity was interpolated from observed gravity values.
 HE0037
 HE0037;                    North         East    Units  Estimated Accuracy
 HE0037;SPC MO W     -   196,280.      863,110.      MT  (+/- 180 meters Scaled)
 HE0037
 HE0037                          SUPERSEDED SURVEY CONTROL
 HE0037
 HE0037  NGVD 29 (??/??/92)  231.09   (m)          758.2    (f) COMPUTED    1 2
 HE0037
 HE0037.Superseded values are not recommended for survey control.
 HE0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0037.See file dsdata.txt to determine how the superseded data were derived.
 HE0037
 HE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB812994(NAD 83)
 HE0037_MARKER: DB = BENCH MARK DISK
 HE0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0037_SP_SET: CONCRETE POST
 HE0037_STAMPING: K 2 1938
 HE0037_MARK LOGO: USGS  
 HE0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0037+STABILITY: SURFACE MOTION
 HE0037
 HE0037  HISTORY     - Date     Condition        Report By
 HE0037  HISTORY     - 1938     MONUMENTED       USGS
 HE0037  HISTORY     - 1963     GOOD             NGS
 HE0037
 HE0037                          STATION DESCRIPTION
 HE0037
 HE0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0037'3.1 MI S FROM HORTON.
 HE0037'ABOUT 3.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HE0037'THE POST OFFICE AT HORTON, IN SECTION 4, T 36 N, R 31 W, AT A
 HE0037'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 2 POLES NORTH OF
 HE0037'MILEPOST 310-20, 44 FEET EAST OF THE EAST RAIL, ABOUT 100 YARDS
 HE0037'SOUTHWEST OF A SMALL BRICK HOUSE, 12 FEET NORTH OF THE CENTER
 HE0037'LINE OF A PRIVATE ROAD, 3 FEET WEST OF A FENCE, 0.8 FOOT SOUTH
 HE0037'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN
 HE0037'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0504 ***********************************************************************
 JE0504  DESIGNATION -  K 2 B 1
 JE0504  PID         -  JE0504
 JE0504  STATE/COUNTY-  MO/BATES
 JE0504  USGS QUAD   -  MAIN CITY (1961)
 JE0504
 JE0504                         *CURRENT SURVEY CONTROL
 JE0504  ___________________________________________________________________
 JE0504* NAD 83(1986)-  38 25 11.     (N)    094 27 33.     (W)     SCALED    
 JE0504* NAVD 88     -       281.062  (meters)     922.12   (feet)  ADJUSTED  
 JE0504  ___________________________________________________________________
 JE0504  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE0504  DYNAMIC HT  -         280.864 (meters)     921.47  (feet)  COMP
 JE0504  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 JE0504
 JE0504  VERT ORDER  -  SECOND    CLASS 0
 JE0504
 JE0504.The horizontal coordinates were scaled from a topographic map and have
 JE0504.an estimated accuracy of +/- 6 seconds.
 JE0504
 JE0504.The orthometric height was determined by differential leveling
 JE0504.and adjusted by the National Geodetic Survey in June 1991..
 JE0504
 JE0504.The geoid height was determined by GEOID03.
 JE0504
 JE0504.The dynamic height is computed by dividing the NAVD 88
 JE0504.geopotential number by the normal gravity value computed on the
 JE0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0504.degrees latitude (g = 980.6199 gals.).
 JE0504
 JE0504.The modeled gravity was interpolated from observed gravity values.
 JE0504
 JE0504;                    North         East    Units  Estimated Accuracy
 JE0504;SPC MO W     -   250,040.      853,570.      MT  (+/- 180 meters Scaled)
 JE0504
 JE0504                          SUPERSEDED SURVEY CONTROL
 JE0504
 JE0504  NGVD 29 (??/??/92)  280.94   (m)          921.7    (f) COMPUTED    2 0
 JE0504
 JE0504.Superseded values are not recommended for survey control.
 JE0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0504.See file dsdata.txt to determine how the superseded data were derived.
 JE0504
 JE0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC726533(NAD 83)
 JE0504_MARKER: DZ = AZIMUTH MARK DISK
 JE0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0504+STABILITY: SURFACE MOTION
 JE0504
 JE0504  HISTORY     - Date     Condition        Report By
 JE0504  HISTORY     - UNK      MONUMENTED       DOD
 JE0504  HISTORY     - 1963     GOOD             NGS
 JE0504
 JE0504                          STATION DESCRIPTION
 JE0504
 JE0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0504'1 MI NW FROM ADRIAN.
 JE0504'ABOUT 7.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0504'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 2.0 MILES NORTH
 JE0504'ALONG A GRAVELED ROAD, THENCE 1.45 MILES EAST ALONG STATE ROAD
 JE0504'FF, THENCE 0.4 MILE SOUTHWEST ACROSS COUNTRY, ABOUT 0.2 MILE
 JE0504'SOUTHWEST OF A GATE, 0.1 MILE EAST OF THE EAST EDGE OF A
 JE0504'TIMBERED AREA, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 JE0504'METAL COVERED TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JE0504'CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0501 ***********************************************************************
 JE0501  DESIGNATION -  K 2 B 2
 JE0501  PID         -  JE0501
 JE0501  STATE/COUNTY-  MO/BATES
 JE0501  USGS QUAD   -  MAIN CITY (1961)
 JE0501
 JE0501                         *CURRENT SURVEY CONTROL
 JE0501  ___________________________________________________________________
 JE0501* NAD 83(1986)-  38 25 23.     (N)    094 27 26.     (W)     SCALED    
 JE0501* NAVD 88     -       273.200  (meters)     896.32   (feet)  ADJUSTED  
 JE0501  ___________________________________________________________________
 JE0501  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE0501  DYNAMIC HT  -         273.007 (meters)     895.69  (feet)  COMP
 JE0501  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 JE0501
 JE0501  VERT ORDER  -  SECOND    CLASS 0
 JE0501
 JE0501.The horizontal coordinates were scaled from a topographic map and have
 JE0501.an estimated accuracy of +/- 6 seconds.
 JE0501
 JE0501.The orthometric height was determined by differential leveling
 JE0501.and adjusted by the National Geodetic Survey in June 1991..
 JE0501
 JE0501.The geoid height was determined by GEOID03.
 JE0501
 JE0501.The dynamic height is computed by dividing the NAVD 88
 JE0501.geopotential number by the normal gravity value computed on the
 JE0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0501.degrees latitude (g = 980.6199 gals.).
 JE0501
 JE0501.The modeled gravity was interpolated from observed gravity values.
 JE0501
 JE0501;                    North         East    Units  Estimated Accuracy
 JE0501;SPC MO W     -   250,410.      853,740.      MT  (+/- 180 meters Scaled)
 JE0501
 JE0501                          SUPERSEDED SURVEY CONTROL
 JE0501
 JE0501  NGVD 29 (??/??/92)  273.08   (m)          895.9    (f) COMPUTED    2 0
 JE0501
 JE0501.Superseded values are not recommended for survey control.
 JE0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0501.See file dsdata.txt to determine how the superseded data were derived.
 JE0501
 JE0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC727537(NAD 83)
 JE0501_MARKER: DZ = AZIMUTH MARK DISK
 JE0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0501+STABILITY: SURFACE MOTION
 JE0501
 JE0501  HISTORY     - Date     Condition        Report By
 JE0501  HISTORY     - UNK      MONUMENTED       DOD
 JE0501  HISTORY     - 1963     GOOD             NGS
 JE0501
 JE0501                          STATION DESCRIPTION
 JE0501
 JE0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0501'10.8 MI NW FROM ADRIAN.
 JE0501'ABOUT 7.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0501'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 2.0 MILES NORTH
 JE0501'ALONG A GRAVELED ROAD, THENCE 1.45 MILES EAST ALONG STATE
 JE0501'ROAD FF, THENCE 0.1 MILE SOUTH ACROSS COUNTRY, ABOUT 0.1 MILE
 JE0501'WEST OF 4 LONE TREES, AND THE TOP SURFACE OVER THE CENTER
 JE0501'HOLE OF A METAL COVERED TRIBACK MOUNTED ON THE TOP OF AN 18-INCH
 JE0501'CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0506 ***********************************************************************
 JE0506  DESIGNATION -  K 2 Z
 JE0506  PID         -  JE0506
 JE0506  STATE/COUNTY-  MO/BATES
 JE0506  USGS QUAD   -  MAIN CITY (1961)
 JE0506
 JE0506                         *CURRENT SURVEY CONTROL
 JE0506  ___________________________________________________________________
 JE0506* NAD 83(1986)-  38 25 28.     (N)    094 27 01.     (W)     SCALED    
 JE0506* NAVD 88     -       267.474  (meters)     877.54   (feet)  ADJUSTED  
 JE0506  ___________________________________________________________________
 JE0506  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0506  DYNAMIC HT  -         267.285 (meters)     876.92  (feet)  COMP
 JE0506  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 JE0506
 JE0506  VERT ORDER  -  SECOND    CLASS 0
 JE0506
 JE0506.The horizontal coordinates were scaled from a topographic map and have
 JE0506.an estimated accuracy of +/- 6 seconds.
 JE0506
 JE0506.The orthometric height was determined by differential leveling
 JE0506.and adjusted by the National Geodetic Survey in June 1991..
 JE0506
 JE0506.The geoid height was determined by GEOID03.
 JE0506
 JE0506.The dynamic height is computed by dividing the NAVD 88
 JE0506.geopotential number by the normal gravity value computed on the
 JE0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0506.degrees latitude (g = 980.6199 gals.).
 JE0506
 JE0506.The modeled gravity was interpolated from observed gravity values.
 JE0506
 JE0506;                    North         East    Units  Estimated Accuracy
 JE0506;SPC MO W     -   250,560.      854,340.      MT  (+/- 180 meters Scaled)
 JE0506
 JE0506                          SUPERSEDED SURVEY CONTROL
 JE0506
 JE0506  NGVD 29 (??/??/92)  267.36   (m)          877.2    (f) COMPUTED    2 0
 JE0506
 JE0506.Superseded values are not recommended for survey control.
 JE0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0506.See file dsdata.txt to determine how the superseded data were derived.
 JE0506
 JE0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC734539(NAD 83)
 JE0506_MARKER: DS = TRIANGULATION STATION DISK
 JE0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0506_STAMPING: K 2 Z 1963
 JE0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0506+STABILITY: SURFACE MOTION
 JE0506
 JE0506  HISTORY     - Date     Condition        Report By
 JE0506  HISTORY     - 1963     MONUMENTED       CGS
 JE0506  HISTORY     - 20060106 POOR             INDIV
 JE0506
 JE0506                          STATION DESCRIPTION
 JE0506
 JE0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0506'11 MI NW FROM ADRIAN.
 JE0506'ABOUT 7.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0506'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 2.0 MILES NORTH
 JE0506'ALONG A GRAVELED ROAD, THENCE 1.45 MILES EAST ALONG STATE ROAD
 JE0506'FF, THENCE 0.3 MILE EAST ALONG A GRADED DIRT ROAD, 0.1 MILE
 JE0506'WEST OF A FARMHOUSE, 84.4 FEET NORTHEAST OF AND ACROSS THE
 JE0506'ROAD FROM K 2 Z R.M. 2, 77.3 FEET NORTHWEST OF AND ACROSS THE
 JE0506'ROAD FROM K 2 Z R.M. 1, 27 FEET NORTH OF THE CENTER LINE OF
 JE0506'THE ROAD, 4.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 JE0506'1.0 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 JE0506'A CONCRETE POST PROJECTING 3 INCHES.
 JE0506
 JE0506                          STATION RECOVERY (2006)
 JE0506
 JE0506'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0506'DISK IS MISSING, BUT CONCRETE POST IS SOLID IN GROUND.
 JE0506' 
 JE0506'THE CONCRETE POST HAS BEEN DAMAGED AND IS CRUMBLED UP BADLY. IT
 JE0506'APPEARS TO HAVE BEEN IN THIS CONDITION FOR QUITE A WHILE.
 JE0506' 
 JE0506'REFERENCE MARK 1 (JE0505 K 2 Z RM 1) AND REFERENCE MARK 2 (JE0503 K 2
 JE0506'Z RM 2) WERE ALSO FOUND.  BOTH ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0502 ***********************************************************************
 JE0502  DESIGNATION -  K 2 Z AZ MK
 JE0502  PID         -  JE0502
 JE0502  STATE/COUNTY-  MO/BATES
 JE0502  USGS QUAD   -  MAIN CITY (1961)
 JE0502
 JE0502                         *CURRENT SURVEY CONTROL
 JE0502  ___________________________________________________________________
 JE0502* NAD 83(1986)-  38 25 28.     (N)    094 27 26.     (W)     SCALED    
 JE0502* NAVD 88     -       272.643  (meters)     894.50   (feet)  ADJUSTED  
 JE0502  ___________________________________________________________________
 JE0502  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE0502  DYNAMIC HT  -         272.450 (meters)     893.86  (feet)  COMP
 JE0502  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 JE0502
 JE0502  VERT ORDER  -  SECOND    CLASS 0
 JE0502
 JE0502.The horizontal coordinates were scaled from a topographic map and have
 JE0502.an estimated accuracy of +/- 6 seconds.
 JE0502
 JE0502.The orthometric height was determined by differential leveling
 JE0502.and adjusted by the National Geodetic Survey in June 1991..
 JE0502
 JE0502.The geoid height was determined by GEOID03.
 JE0502
 JE0502.The dynamic height is computed by dividing the NAVD 88
 JE0502.geopotential number by the normal gravity value computed on the
 JE0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0502.degrees latitude (g = 980.6199 gals.).
 JE0502
 JE0502.The modeled gravity was interpolated from observed gravity values.
 JE0502
 JE0502;                    North         East    Units  Estimated Accuracy
 JE0502;SPC MO W     -   250,560.      853,740.      MT  (+/- 180 meters Scaled)
 JE0502
 JE0502                          SUPERSEDED SURVEY CONTROL
 JE0502
 JE0502  NGVD 29 (??/??/92)  272.52   (m)          894.1    (f) COMPUTED    2 0
 JE0502
 JE0502.Superseded values are not recommended for survey control.
 JE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0502.See file dsdata.txt to determine how the superseded data were derived.
 JE0502
 JE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC727539(NAD 83)
 JE0502_MARKER: DZ = AZIMUTH MARK DISK
 JE0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0502_STAMPING: K 2 Z 1963
 JE0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0502+STABILITY: SURFACE MOTION
 JE0502
 JE0502  HISTORY     - Date     Condition        Report By
 JE0502  HISTORY     - 1963     MONUMENTED       CGS
 JE0502
 JE0502                          STATION DESCRIPTION
 JE0502
 JE0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0502'10.6 MI NW FROM ADRIAN.
 JE0502'ABOUT 7.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0502'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 2.0 MILES NORTH
 JE0502'ALONG A GRAVELED ROAD, THENCE 1.45 MILES EAST ALONG COUNTY ROAD
 JE0502'FF, AT A CURVE IN THE ROAD, 41 YARDS SOUTHEAST OF THE SOUTHEAST
 JE0502'CORNER OF A HOUSE, 28 FEET SOUTH OF THE CENTER LINE OF THE
 JE0502'ROAD, 13 1/2 FEET EAST OF THE CENTER LINE OF A FIELD ROAD,
 JE0502'2 1/2 FEET EAST-SOUTHEAST OF A POWER POLE, 1 FOOT NORTH OF A
 JE0502'FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 JE0502'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JE0502'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0505 ***********************************************************************
 JE0505  DESIGNATION -  K 2 Z RM 1
 JE0505  PID         -  JE0505
 JE0505  STATE/COUNTY-  MO/BATES
 JE0505  USGS QUAD   -  MAIN CITY (1961)
 JE0505
 JE0505                         *CURRENT SURVEY CONTROL
 JE0505  ___________________________________________________________________
 JE0505* NAD 83(1986)-  38 25 28.     (N)    094 27 01.     (W)     SCALED    
 JE0505* NAVD 88     -       268.068  (meters)     879.49   (feet)  ADJUSTED  
 JE0505  ___________________________________________________________________
 JE0505  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0505  DYNAMIC HT  -         267.878 (meters)     878.86  (feet)  COMP
 JE0505  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 JE0505
 JE0505  VERT ORDER  -  SECOND    CLASS 0
 JE0505
 JE0505.The horizontal coordinates were scaled from a topographic map and have
 JE0505.an estimated accuracy of +/- 6 seconds.
 JE0505
 JE0505.The orthometric height was determined by differential leveling
 JE0505.and adjusted by the National Geodetic Survey in June 1991..
 JE0505
 JE0505.The geoid height was determined by GEOID03.
 JE0505
 JE0505.The dynamic height is computed by dividing the NAVD 88
 JE0505.geopotential number by the normal gravity value computed on the
 JE0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0505.degrees latitude (g = 980.6199 gals.).
 JE0505
 JE0505.The modeled gravity was interpolated from observed gravity values.
 JE0505
 JE0505;                    North         East    Units  Estimated Accuracy
 JE0505;SPC MO W     -   250,560.      854,340.      MT  (+/- 180 meters Scaled)
 JE0505
 JE0505                          SUPERSEDED SURVEY CONTROL
 JE0505
 JE0505  NGVD 29 (??/??/92)  267.95   (m)          879.1    (f) COMPUTED    2 0
 JE0505
 JE0505.Superseded values are not recommended for survey control.
 JE0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0505.See file dsdata.txt to determine how the superseded data were derived.
 JE0505
 JE0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC734539(NAD 83)
 JE0505_MARKER: DR = REFERENCE MARK DISK
 JE0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0505_STAMPING: K 2 Z NO 1 1963
 JE0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0505+STABILITY: SURFACE MOTION
 JE0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0505+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 JE0505
 JE0505  HISTORY     - Date     Condition        Report By
 JE0505  HISTORY     - 1963     MONUMENTED       CGS
 JE0505  HISTORY     - 20060106 GOOD             INDIV
 JE0505
 JE0505                          STATION DESCRIPTION
 JE0505
 JE0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0505'11 MI NW FROM ADRIAN.
 JE0505'ABOUT 7.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0505'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 2.0 MILES NORTH
 JE0505'ALONG A GRAVELED ROAD, THENCE 1.45 MILES EAST ALONG STATE ROAD
 JE0505'FF, THENCE 0.3 MILE EAST ALONG A GRADED DIRT ROAD, 77.3 FEET
 JE0505'SOUTHEAST OF AND ACROSS THE ROAD FROM K 2 Z 1963, 93.7 FEET
 JE0505'WEST OF A POWER POLE, 22 FEET SOUTH OF THE CENTER LINE OF THE
 JE0505'ROAD, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 JE0505'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JE0505
 JE0505                          STATION RECOVERY (2006)
 JE0505
 JE0505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0505'CONCRETE POST NOW PROJECTS 1.1 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0503 ***********************************************************************
 JE0503  DESIGNATION -  K 2 Z RM 2
 JE0503  PID         -  JE0503
 JE0503  STATE/COUNTY-  MO/BATES
 JE0503  USGS QUAD   -  MAIN CITY (1961)
 JE0503
 JE0503                         *CURRENT SURVEY CONTROL
 JE0503  ___________________________________________________________________
 JE0503* NAD 83(1986)-  38 25 28.     (N)    094 27 02.     (W)     SCALED    
 JE0503* NAVD 88     -       268.083  (meters)     879.54   (feet)  ADJUSTED  
 JE0503  ___________________________________________________________________
 JE0503  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0503  DYNAMIC HT  -         267.893 (meters)     878.91  (feet)  COMP
 JE0503  MODELED GRAV-     979,915.1   (mgal)                       NAVD 88
 JE0503
 JE0503  VERT ORDER  -  SECOND    CLASS 0
 JE0503
 JE0503.The horizontal coordinates were scaled from a topographic map and have
 JE0503.an estimated accuracy of +/- 6 seconds.
 JE0503
 JE0503.The orthometric height was determined by differential leveling
 JE0503.and adjusted by the National Geodetic Survey in June 1991..
 JE0503
 JE0503.The geoid height was determined by GEOID03.
 JE0503
 JE0503.The dynamic height is computed by dividing the NAVD 88
 JE0503.geopotential number by the normal gravity value computed on the
 JE0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0503.degrees latitude (g = 980.6199 gals.).
 JE0503
 JE0503.The modeled gravity was interpolated from observed gravity values.
 JE0503
 JE0503;                    North         East    Units  Estimated Accuracy
 JE0503;SPC MO W     -   250,560.      854,320.      MT  (+/- 180 meters Scaled)
 JE0503
 JE0503                          SUPERSEDED SURVEY CONTROL
 JE0503
 JE0503  NGVD 29 (??/??/92)  267.96   (m)          879.1    (f) COMPUTED    2 0
 JE0503
 JE0503.Superseded values are not recommended for survey control.
 JE0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0503.See file dsdata.txt to determine how the superseded data were derived.
 JE0503
 JE0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC733539(NAD 83)
 JE0503_MARKER: DR = REFERENCE MARK DISK
 JE0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0503_STAMPING: K 2 Z NO 2 1963
 JE0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0503+STABILITY: SURFACE MOTION
 JE0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0503+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 JE0503
 JE0503  HISTORY     - Date     Condition        Report By
 JE0503  HISTORY     - 1963     MONUMENTED       CGS
 JE0503  HISTORY     - 20060106 GOOD             INDIV
 JE0503
 JE0503                          STATION DESCRIPTION
 JE0503
 JE0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0503'11 MI NW FROM ADRIAN.
 JE0503'ABOUT 7.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0503'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 2.0 MILES NORTH ALONG
 JE0503'A GRAVELED ROAD, THENCE 1.45 MILES EAST ALONG STATE ROAD FF,
 JE0503'THENCE 0.3 MILE EAST ALONG A GRADED DIRT ROAD, 84.4 FEET SOUTHWEST
 JE0503'OF AND ACROSS THE ROAD FROM K 2 Z 1963, 161 FEET EAST OF A
 JE0503'POWER POLE, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JE0503'1 1/2 FEET NORTH OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JE0503'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JE0503
 JE0503                          STATION RECOVERY (2006)
 JE0503
 JE0503'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0503'CONCRETE POST NOW PROJECTS 1.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0171 ***********************************************************************
 JE0171  DESIGNATION -  K 20
 JE0171  PID         -  JE0171
 JE0171  STATE/COUNTY-  MO/CASS
 JE0171  USGS QUAD   -  PECULIAR (1981)
 JE0171
 JE0171                         *CURRENT SURVEY CONTROL
 JE0171  ___________________________________________________________________
 JE0171* NAD 83(1986)-  38 43 05.     (N)    094 27 47.     (W)     SCALED    
 JE0171* NAVD 88     -       306.125  (meters)    1004.35   (feet)  ADJUSTED  
 JE0171  ___________________________________________________________________
 JE0171  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE0171  DYNAMIC HT  -         305.918 (meters)    1003.67  (feet)  COMP
 JE0171  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 JE0171
 JE0171  VERT ORDER  -  FIRST     CLASS II
 JE0171
 JE0171.The horizontal coordinates were scaled from a topographic map and have
 JE0171.an estimated accuracy of +/- 6 seconds.
 JE0171
 JE0171.The orthometric height was determined by differential leveling
 JE0171.and adjusted by the National Geodetic Survey in June 1991..
 JE0171.WARNING-Repeat measurements at this control monument indicate possible
 JE0171.vertical movement.
 JE0171
 JE0171.The geoid height was determined by GEOID03.
 JE0171
 JE0171.The dynamic height is computed by dividing the NAVD 88
 JE0171.geopotential number by the normal gravity value computed on the
 JE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0171.degrees latitude (g = 980.6199 gals.).
 JE0171
 JE0171.The modeled gravity was interpolated from observed gravity values.
 JE0171
 JE0171;                    North         East    Units  Estimated Accuracy
 JE0171;SPC MO W     -   283,150.      853,210.      MT  (+/- 180 meters Scaled)
 JE0171
 JE0171                          SUPERSEDED SURVEY CONTROL
 JE0171
 JE0171  NGVD 29 (??/??/92)  306.007  (m)         1003.96   (f) ADJ UNCH    1 2
 JE0171
 JE0171.Superseded values are not recommended for survey control.
 JE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0171.See file dsdata.txt to determine how the superseded data were derived.
 JE0171
 JE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC728865(NAD 83)
 JE0171_MARKER: DB = BENCH MARK DISK
 JE0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0171_SP_SET: CONCRETE POST
 JE0171_STAMPING: K 20 1938
 JE0171_MARK LOGO: USGS  
 JE0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0171+STABILITY: SURFACE MOTION
 JE0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0171+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 JE0171
 JE0171  HISTORY     - Date     Condition        Report By
 JE0171  HISTORY     - 1938     MONUMENTED       USGS
 JE0171  HISTORY     - 1963     GOOD             NGS
 JE0171  HISTORY     - 20050507 GOOD             INDIV
 JE0171
 JE0171                          STATION DESCRIPTION
 JE0171
 JE0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0171'AT PECULIAR.
 JE0171'AT PECULIAR, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, IN SECTION
 JE0171'16, T 45 N, R 32 W, 100 YARDS WEST OF THE CITY WATER TOWER,
 JE0171'AT A STREET CROSSING, 25 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 JE0171'OF THE MAIN TRACK, 60 FEET NORTH OF THE CENTER LINE OF AN
 JE0171'EAST-WEST STREET, 16 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK,
 JE0171'5 FEET NORTH OF A TELEPHONE POLE, 0.7 FOOT SOUTHEAST OF A METAL
 JE0171'WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP
 JE0171'OF A CONCRETE POST FLUSH WITH THE GROUND.
 JE0171
 JE0171                          STATION RECOVERY (2005)
 JE0171
 JE0171'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0171'RAILROAD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0343 ***********************************************************************
 LF0343  DESIGNATION -  K 20
 LF0343  PID         -  LF0343
 LF0343  STATE/COUNTY-  MO/NODAWAY
 LF0343  USGS QUAD   -  BURLINGTON JUNCTION (1981)
 LF0343
 LF0343                         *CURRENT SURVEY CONTROL
 LF0343  ___________________________________________________________________
 LF0343* NAD 83(1986)-  40 28 57.     (N)    095 06 41.     (W)     SCALED    
 LF0343* NAVD 88     -       287.728  (meters)     943.99   (feet)  ADJUSTED  
 LF0343  ___________________________________________________________________
 LF0343  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LF0343  DYNAMIC HT  -         287.576 (meters)     943.49  (feet)  COMP
 LF0343  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 LF0343
 LF0343  VERT ORDER  -  FIRST     CLASS II
 LF0343
 LF0343.The horizontal coordinates were scaled from a topographic map and have
 LF0343.an estimated accuracy of +/- 6 seconds.
 LF0343
 LF0343.The orthometric height was determined by differential leveling
 LF0343.and adjusted by the National Geodetic Survey in June 1991..
 LF0343
 LF0343.The geoid height was determined by GEOID03.
 LF0343
 LF0343.The dynamic height is computed by dividing the NAVD 88
 LF0343.geopotential number by the normal gravity value computed on the
 LF0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0343.degrees latitude (g = 980.6199 gals.).
 LF0343
 LF0343.The modeled gravity was interpolated from observed gravity values.
 LF0343
 LF0343;                    North         East    Units  Estimated Accuracy
 LF0343;SPC MO W     -   479,220.      798,160.      MT  (+/- 180 meters Scaled)
 LF0343
 LF0343                          SUPERSEDED SURVEY CONTROL
 LF0343
 LF0343  NGVD 29 (??/??/92)  287.638  (m)          943.69   (f) ADJ UNCH    1 2
 LF0343
 LF0343.Superseded values are not recommended for survey control.
 LF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0343.See file dsdata.txt to determine how the superseded data were derived.
 LF0343
 LF0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE210834(NAD 83)
 LF0343_MARKER: DB = BENCH MARK DISK
 LF0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0343_STAMPING: K 20 1933
 LF0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0343+STABILITY: SURFACE MOTION
 LF0343
 LF0343  HISTORY     - Date     Condition        Report By
 LF0343  HISTORY     - 1933     MONUMENTED       CGS
 LF0343  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF0343
 LF0343                          STATION DESCRIPTION
 LF0343
 LF0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF0343'2.5 MI S FROM ELMO.
 LF0343'2.5 MILES SOUTH ALONG THE WABASH RAILWAY FROM ELMO, NODAWAY
 LF0343'COUNTY, 20 FEET SOUTH OF POLE 334+40, 35 FEET NORTH OF A CROSS
 LF0343'ROAD, AND 35 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 LF0343'K 20 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0782 ***********************************************************************
 JD0782  DESIGNATION -  K 200
 JD0782  PID         -  JD0782
 JD0782  STATE/COUNTY-  MO/JOHNSON
 JD0782  USGS QUAD   -  LA MONTE (1973)
 JD0782
 JD0782                         *CURRENT SURVEY CONTROL
 JD0782  ___________________________________________________________________
 JD0782* NAD 83(1986)-  38 51 18.     (N)    093 29 45.     (W)     SCALED    
 JD0782* NAVD 88     -       241.594  (meters)     792.63   (feet)  ADJUSTED  
 JD0782  ___________________________________________________________________
 JD0782  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0782  DYNAMIC HT  -         241.434 (meters)     792.10  (feet)  COMP
 JD0782  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 JD0782
 JD0782  VERT ORDER  -  SECOND    CLASS 0
 JD0782
 JD0782.The horizontal coordinates were scaled from a topographic map and have
 JD0782.an estimated accuracy of +/- 6 seconds.
 JD0782
 JD0782.The orthometric height was determined by differential leveling
 JD0782.and adjusted by the National Geodetic Survey in June 1991..
 JD0782
 JD0782.The geoid height was determined by GEOID03.
 JD0782
 JD0782.The dynamic height is computed by dividing the NAVD 88
 JD0782.geopotential number by the normal gravity value computed on the
 JD0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0782.degrees latitude (g = 980.6199 gals.).
 JD0782
 JD0782.The modeled gravity was interpolated from observed gravity values.
 JD0782
 JD0782;                    North         East    Units  Estimated Accuracy
 JD0782;SPC MO W     -   298,830.      937,160.      MT  (+/- 180 meters Scaled)
 JD0782
 JD0782                          SUPERSEDED SURVEY CONTROL
 JD0782
 JD0782  NGVD 29 (??/??/92)  241.52   (m)          792.4    (f) COMPUTED    2 0
 JD0782
 JD0782.Superseded values are not recommended for survey control.
 JD0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0782.See file dsdata.txt to determine how the superseded data were derived.
 JD0782
 JD0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD569008(NAD 83)
 JD0782_MARKER: DB = BENCH MARK DISK
 JD0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0782_STAMPING: K 200 1945
 JD0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0782+STABILITY: SURFACE MOTION
 JD0782
 JD0782  HISTORY     - Date     Condition        Report By
 JD0782  HISTORY     - 1945     MONUMENTED       CGS
 JD0782  HISTORY     - 1946     GOOD             NGS
 JD0782  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD0782
 JD0782                          STATION DESCRIPTION
 JD0782
 JD0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0782'11.9 MI SW FROM SWEET SPRINGS.
 JD0782'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE MISSOURI
 JD0782'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 4.5 MILES
 JD0782'SOUTHWEST ALONG MISSOURI STATE HIGHWAY 127, THENCE 2.1 MILES WEST
 JD0782'ALONG A GRAVEL ROAD, THENCE 3.1 MILES SOUTH ALONG A GRAVEL ROAD,
 JD0782'THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE SOUTH ALONG
 JD0782'A GRAVEL ROAD, AND AT A JUNCTION WITH A ROAD LEADING WEST, 49
 JD0782'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 22 FEET
 JD0782'WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH
 JD0782'ROAD, 2 FEET EAST OF THE RIGHT OF WAY FENCE, 2 FEET NORTH OF A
 JD0782'4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 JD0782'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 JD0782
 JD0782                          STATION RECOVERY (1963)
 JD0782
 JD0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0043 ***********************************************************************
 JD0043  DESIGNATION -  K 201
 JD0043  PID         -  JD0043
 JD0043  STATE/COUNTY-  MO/BOONE
 JD0043  USGS QUAD   -  COLUMBIA (1981)
 JD0043
 JD0043                         *CURRENT SURVEY CONTROL
 JD0043  ___________________________________________________________________
 JD0043* NAD 83(1986)-  38 58 05.     (N)    092 21 39.     (W)     SCALED    
 JD0043* NAVD 88     -       236.726  (meters)     776.66   (feet)  ADJUSTED  
 JD0043  ___________________________________________________________________
 JD0043  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD0043  DYNAMIC HT  -         236.570 (meters)     776.15  (feet)  COMP
 JD0043  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 JD0043
 JD0043  VERT ORDER  -  SECOND    CLASS 0
 JD0043
 JD0043.The horizontal coordinates were scaled from a topographic map and have
 JD0043.an estimated accuracy of +/- 6 seconds.
 JD0043
 JD0043.The orthometric height was determined by differential leveling
 JD0043.and adjusted by the National Geodetic Survey in June 1991..
 JD0043
 JD0043.The geoid height was determined by GEOID03.
 JD0043
 JD0043.The dynamic height is computed by dividing the NAVD 88
 JD0043.geopotential number by the normal gravity value computed on the
 JD0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0043.degrees latitude (g = 980.6199 gals.).
 JD0043
 JD0043.The modeled gravity was interpolated from observed gravity values.
 JD0043
 JD0043;                    North         East    Units  Estimated Accuracy
 JD0043;SPC MO C     -   347,890.      512,060.      MT  (+/- 180 meters Scaled)
 JD0043
 JD0043                          SUPERSEDED SURVEY CONTROL
 JD0043
 JD0043  NGVD 29 (??/??/92)  236.710  (m)          776.61   (f) ADJ UNCH    2 0
 JD0043
 JD0043.Superseded values are not recommended for survey control.
 JD0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0043.See file dsdata.txt to determine how the superseded data were derived.
 JD0043
 JD0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD553134(NAD 83)
 JD0043_MARKER: DB = BENCH MARK DISK
 JD0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0043_SP_SET: CONCRETE BASE
 JD0043_STAMPING: K 201 1946
 JD0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0043
 JD0043  HISTORY     - Date     Condition        Report By
 JD0043  HISTORY     - 1946     MONUMENTED       CGS
 JD0043  HISTORY     - 1968     GOOD             NGS
 JD0043  HISTORY     - 1973     GOOD             NGS
 JD0043  HISTORY     - 1985     GOOD             LOCSUR
 JD0043
 JD0043                          STATION DESCRIPTION
 JD0043
 JD0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JD0043'2 MI W FROM COLUMBIA.
 JD0043'2.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE COUNTY COURT
 JD0043'HOUSE AT COLUMBIA, AT THE COLUMBIA MUNICIPAL AIRPORT, 10 FEET
 JD0043'NORTH OF THE SOUTHEAST CORNER OF THE OFFICE IN THE MAIN HANGAR.
 JD0043'A BRONZE DISK SET IN THE TOP OF THE CONCRETE BASE OF A STEEL
 JD0043'COLUMN WHICH HOLDS THE MAIN SLIDING DOORS.
 JD0043
 JD0043                          STATION RECOVERY (1968)
 JD0043
 JD0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JD0043'RECOVERED IN GOOD CONDITION.
 JD0043
 JD0043                          STATION RECOVERY (1973)
 JD0043
 JD0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JD0043'RECOVERED IN GOOD CONDITION.
 JD0043
 JD0043                          STATION RECOVERY (1985)
 JD0043
 JD0043'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 JD0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0990 ***********************************************************************
 JC0990  DESIGNATION -  K 202
 JC0990  PID         -  JC0990
 JC0990  STATE/COUNTY-  MO/GASCONADE
 JC0990  USGS QUAD   -  GASCONADE (1974)
 JC0990
 JC0990                         *CURRENT SURVEY CONTROL
 JC0990  ___________________________________________________________________
 JC0990* NAD 83(1986)-  38 40 31.     (N)    091 34 07.     (W)     SCALED    
 JC0990* NAVD 88     -       160.977  (meters)     528.14   (feet)  POSTED    
 JC0990  ___________________________________________________________________
 JC0990  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JC0990  DYNAMIC HT  -         160.870 (meters)     527.79  (feet)  COMP
 JC0990  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 JC0990
 JC0990  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JC0990
 JC0990.The horizontal coordinates were scaled from a topographic map and have
 JC0990.an estimated accuracy of +/- 6 seconds.
 JC0990
 JC0990.The orthometric height was determined by differential leveling
 JC0990.and adjusted by the National Geodetic Survey in 1992..
 JC0990.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JC0990.rate of 0.0 thru 1.0 mm/km.
 JC0990
 JC0990.The geoid height was determined by GEOID03.
 JC0990
 JC0990.The dynamic height is computed by dividing the NAVD 88
 JC0990.geopotential number by the normal gravity value computed on the
 JC0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0990.degrees latitude (g = 980.6199 gals.).
 JC0990
 JC0990.The modeled gravity was interpolated from observed gravity values.
 JC0990
 JC0990;                    North         East    Units  Estimated Accuracy
 JC0990;SPC MO E     -   315,930.      157,010.      MT  (+/- 180 meters Scaled)
 JC0990
 JC0990                          SUPERSEDED SURVEY CONTROL
 JC0990
 JC0990  NGVD 29 (??/??/92)  161.000  (m)          528.21   (f) ADJ UNCH    1 2
 JC0990
 JC0990.Superseded values are not recommended for survey control.
 JC0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0990.See file dsdata.txt to determine how the superseded data were derived.
 JC0990
 JC0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC245817(NAD 83)
 JC0990_MARKER: DB = BENCH MARK DISK
 JC0990_SETTING: 66 = SET IN ROCK OUTCROP
 JC0990_SP_SET: ROCK BLUFF
 JC0990_STAMPING: K 202 1946
 JC0990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0990+STABILITY: POSITION/ELEVATION WELL
 JC0990
 JC0990  HISTORY     - Date     Condition        Report By
 JC0990  HISTORY     - 1946     MONUMENTED       CGS
 JC0990  HISTORY     - 1972     MARK NOT FOUND   USGS
 JC0990  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0990
 JC0990                          STATION DESCRIPTION
 JC0990
 JC0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0990'0.7 MI W FROM GASCONADE.
 JC0990'ABOUT 0.7 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0990'STATION AT GASCONADE, ACROSS THE TRACKS FROM THE SECOND POLE WEST
 JC0990'OF MILE POST 89-10, 13.0 FEET SOUTH OF AND ABOUT 2.5 FEET HIGHER
 JC0990'THAN THE CENTER LINE OF THE SOUTH TRACK, 15.0 FEET EAST OF A
 JC0990'TELEPHONE POLE AND ABOUT 3.0 FEET ABOVE GROUND.  A BRONZE BENCH
 JC0990'MARK DISK SET VERTICALLY IN A DRILL HOLE IN A ROCK BLUFF.
 JC0990
 JC0990                          STATION RECOVERY (1972)
 JC0990
 JC0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JC0990'MARK NOT FOUND.
 JC0990
 JC0990                          STATION RECOVERY (1986)
 JC0990
 JC0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0507 ***********************************************************************
 JC0507  DESIGNATION -  K 203
 JC0507  PID         -  JC0507
 JC0507  STATE/COUNTY-  MO/FRANKLIN
 JC0507  USGS QUAD   -  WASHINGTON EAST (1972)
 JC0507
 JC0507                         *CURRENT SURVEY CONTROL
 JC0507  ___________________________________________________________________
 JC0507* NAD 83(1986)-  38 32 29.     (N)    090 58 19.     (W)     SCALED    
 JC0507* NAVD 88     -       148.790  (meters)     488.16   (feet)  ADJUSTED  
 JC0507  ___________________________________________________________________
 JC0507  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JC0507  DYNAMIC HT  -         148.694 (meters)     487.84  (feet)  COMP
 JC0507  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 JC0507
 JC0507  VERT ORDER  -  FIRST     CLASS II
 JC0507
 JC0507.The horizontal coordinates were scaled from a topographic map and have
 JC0507.an estimated accuracy of +/- 6 seconds.
 JC0507
 JC0507.The orthometric height was determined by differential leveling
 JC0507.and adjusted by the National Geodetic Survey in June 1991..
 JC0507
 JC0507.The geoid height was determined by GEOID03.
 JC0507
 JC0507.The dynamic height is computed by dividing the NAVD 88
 JC0507.geopotential number by the normal gravity value computed on the
 JC0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0507.degrees latitude (g = 980.6199 gals.).
 JC0507
 JC0507.The modeled gravity was interpolated from observed gravity values.
 JC0507
 JC0507;                    North         East    Units  Estimated Accuracy
 JC0507;SPC MO E     -   300,630.      208,860.      MT  (+/- 180 meters Scaled)
 JC0507
 JC0507                          SUPERSEDED SURVEY CONTROL
 JC0507
 JC0507  NGVD 29 (??/??/92)  148.860  (m)          488.38   (f) ADJ UNCH    1 2
 JC0507
 JC0507.Superseded values are not recommended for survey control.
 JC0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0507.See file dsdata.txt to determine how the superseded data were derived.
 JC0507
 JC0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC767678(NAD 83)
 JC0507_MARKER: DB = BENCH MARK DISK
 JC0507_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC0507_SP_SET: ABUTMENT
 JC0507_STAMPING: K 203 1946
 JC0507_MARK LOGO: CGS   
 JC0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0507
 JC0507  HISTORY     - Date     Condition        Report By
 JC0507  HISTORY     - 1946     MONUMENTED       CGS
 JC0507  HISTORY     - 1986     GOOD             NGS
 JC0507
 JC0507                          STATION DESCRIPTION
 JC0507
 JC0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0507'2.5 MI E FROM WASHINGTON.
 JC0507'2.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0507'STATION AT WASHINGTON, ABOUT FOUR POLES EAST OF MILE POST 49-10,
 JC0507'8.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 JC0507'NORTH TRACK, ON TOP OF THE NORTH END OF THE EAST CONCRETE
 JC0507'ABUTMENT OF BRIDGE NO. 14A.  A BRONZE BENCH MARK DISK SET IN A
 JC0507'DRILL HOLE IN CONCRETE.
 JC0507
 JC0507                          STATION RECOVERY (1986)
 JC0507
 JC0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0507'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JC0507'NEW TO REACH FOLLOWS.  2.0 KM (1.25 MI) NORTHEAST ALONG STATE HIGHWAY
 JC0507'47 FROM ITS JUNCTION WITH STATE HIGHWAY 100 IN WASHINGTON, THENCE
 JC0507'2.8 KM (1.75 MI) SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0488 ***********************************************************************
 JC0488  DESIGNATION -  K 204
 JC0488  PID         -  JC0488
 JC0488  STATE/COUNTY-  MO/ST LOUIS
 JC0488  USGS QUAD   -  MANCHESTER (1993)
 JC0488
 JC0488                         *CURRENT SURVEY CONTROL
 JC0488  ___________________________________________________________________
 JC0488* NAD 83(1986)-  38 32 12.     (N)    090 35 13.     (W)     SCALED    
 JC0488* NAVD 88     -       137.078  (meters)     449.73   (feet)  ADJUSTED  
 JC0488  ___________________________________________________________________
 JC0488  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JC0488  DYNAMIC HT  -         136.989 (meters)     449.44  (feet)  COMP
 JC0488  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 JC0488
 JC0488  VERT ORDER  -  FIRST     CLASS I
 JC0488
 JC0488.The horizontal coordinates were scaled from a topographic map and have
 JC0488.an estimated accuracy of +/- 6 seconds.
 JC0488
 JC0488.The orthometric height was determined by differential leveling
 JC0488.and adjusted by the National Geodetic Survey in June 1991..
 JC0488
 JC0488.The geoid height was determined by GEOID03.
 JC0488
 JC0488.The dynamic height is computed by dividing the NAVD 88
 JC0488.geopotential number by the normal gravity value computed on the
 JC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0488.degrees latitude (g = 980.6199 gals.).
 JC0488
 JC0488.The modeled gravity was interpolated from observed gravity values.
 JC0488
 JC0488;                    North         East    Units  Estimated Accuracy
 JC0488;SPC MO E     -   300,000.      242,420.      MT  (+/- 180 meters Scaled)
 JC0488
 JC0488                          SUPERSEDED SURVEY CONTROL
 JC0488
 JC0488  NGVD 29 (??/??/92)  137.165  (m)          450.02   (f) ADJ UNCH    1 1
 JC0488
 JC0488.Superseded values are not recommended for survey control.
 JC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0488.See file dsdata.txt to determine how the superseded data were derived.
 JC0488
 JC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC103681(NAD 83)
 JC0488_MARKER: DB = BENCH MARK DISK
 JC0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0488_SP_SET: OVERPASS
 JC0488_STAMPING: K 204 1946
 JC0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0488
 JC0488  HISTORY     - Date     Condition        Report By
 JC0488  HISTORY     - 1946     MONUMENTED       CGS
 JC0488  HISTORY     - 1969     GOOD             NGS
 JC0488
 JC0488                          STATION DESCRIPTION
 JC0488
 JC0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0488'5.2 MI W FROM VALLEY PARK.
 JC0488'ABOUT 5.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0488'THE OVERPASS OVER STATE HIGHWAY 141 AT VALLEY PARK, NEAR MILEPOLE
 JC0488'24-13, SET IN THE TOP OF THE WING WALL NEAR THE EAST CORNER OF
 JC0488'THE RAILROAD OVERPASS OVER HUNT AVENUE, 9 FEET SOUTHEAST OF THE
 JC0488'SOUTHEAST RAIL OF THE EASTBOUND TRACK AND 2 FEET BELOW THE LEVEL
 JC0488'OF THE TRACK.  NOTE-- MARK MAY BE REACHED BY GOING 3.6 MILES
 JC0488'NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 JC0488'OF MAIN STREET AT EUREKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0212 ***********************************************************************
 JC0212  DESIGNATION -  K 205
 JC0212  PID         -  JC0212
 JC0212  STATE/COUNTY-  MO/ST LOUIS
 JC0212  USGS QUAD   -  WEBSTER GROVES (1993)
 JC0212
 JC0212                         *CURRENT SURVEY CONTROL
 JC0212  ___________________________________________________________________
 JC0212* NAD 83(1986)-  38 36 29.     (N)    090 20 22.     (W)     SCALED    
 JC0212* NAVD 88     -       143.598  (meters)     471.12   (feet)  POSTED    
 JC0212  ___________________________________________________________________
 JC0212  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JC0212  DYNAMIC HT  -         143.510 (meters)     470.83  (feet)  COMP
 JC0212  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 JC0212
 JC0212  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JC0212
 JC0212.The horizontal coordinates were scaled from a topographic map and have
 JC0212.an estimated accuracy of +/- 6 seconds.
 JC0212
 JC0212.The orthometric height was determined by differential leveling
 JC0212.and adjusted by the National Geodetic Survey in 1992..
 JC0212.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JC0212.rate of 4.1 thru 8.0 mm/km.
 JC0212
 JC0212.The geoid height was determined by GEOID03.
 JC0212
 JC0212.The dynamic height is computed by dividing the NAVD 88
 JC0212.geopotential number by the normal gravity value computed on the
 JC0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0212.degrees latitude (g = 980.6199 gals.).
 JC0212
 JC0212.The modeled gravity was interpolated from observed gravity values.
 JC0212
 JC0212;                    North         East    Units  Estimated Accuracy
 JC0212;SPC MO E     -   307,940.      263,980.      MT  (+/- 180 meters Scaled)
 JC0212
 JC0212                          SUPERSEDED SURVEY CONTROL
 JC0212
 JC0212  NGVD 29 (??/??/92)  143.70   (m)          471.5    (f) COMPUTED    1 2
 JC0212
 JC0212.Superseded values are not recommended for survey control.
 JC0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0212.See file dsdata.txt to determine how the superseded data were derived.
 JC0212
 JC0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC316766(NAD 83)
 JC0212_MARKER: DB = BENCH MARK DISK
 JC0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0212_STAMPING: K 205 1946
 JC0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0212+STABILITY: SURFACE MOTION
 JC0212
 JC0212  HISTORY     - Date     Condition        Report By
 JC0212  HISTORY     - 1946     MONUMENTED       CGS
 JC0212  HISTORY     - 1969     MARK NOT FOUND   USGS
 JC0212  HISTORY     - 19940511 MARK NOT FOUND   USPSQD
 JC0212
 JC0212                          STATION DESCRIPTION
 JC0212
 JC0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0212'1.3 MI E FROM WEBSTER GROVES.
 JC0212'ABOUT 1.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0212'THE STATION AT WEBSTER GROVES, 1.5 MILES WEST OF THE STATION
 JC0212'AT MAPLEWOOD, ABOUT 1 POLE EAST OF MILE POST 8-30, 222 FEET
 JC0212'SOUTHWEST OF A 24 INCH OAK TREE, 138 FEET SOUTHEAST OF AN 18
 JC0212'INCH ELM TREE, 44 FEET NORTH OF THE CENTER LINE OF A HARD SURFACED
 JC0212'ROAD, 29 FEET SOUTH OF AND 2 FEET LOWER THAN THE CENTER LINE OF
 JC0212'THE SOUTH TRACK, 1 FOOT EAST OF A 4 X 4 MARKER POST.  A BRONZE
 JC0212'DISK SET IN THE TOP OF A CONCRETE POST.
 JC0212
 JC0212                          STATION RECOVERY (1969)
 JC0212
 JC0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JC0212'MARK NOT FOUND.
 JC0212
 JC0212                          STATION RECOVERY (1994)
 JC0212
 JC0212'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0486 ***********************************************************************
 LF0486  DESIGNATION -  K 206 RESET
 LF0486  PID         -  LF0486
 LF0486  STATE/COUNTY-  MO/HOLT
 LF0486  USGS QUAD   -  BIG LAKE (1981)
 LF0486
 LF0486                         *CURRENT SURVEY CONTROL
 LF0486  ___________________________________________________________________
 LF0486* NAD 83(1986)-  40 06 38.     (N)    095 21 07.     (W)     SCALED    
 LF0486* NAVD 88     -       262.64   (meters)     861.7    (feet)  RESET     
 LF0486  ___________________________________________________________________
 LF0486  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 LF0486
 LF0486  VERT ORDER  -  THIRD
 LF0486
 LF0486.The horizontal coordinates were scaled from a topographic map and have
 LF0486.an estimated accuracy of +/- 6 seconds.
 LF0486
 LF0486.The orthometric height was computed from unverified reset data.
 LF0486
 LF0486.The geoid height was determined by GEOID03.
 LF0486
 LF0486;                    North         East    Units  Estimated Accuracy
 LF0486;SPC MO W     -   438,090.      777,370.      MT  (+/- 180 meters Scaled)
 LF0486
 LF0486                          SUPERSEDED SURVEY CONTROL
 LF0486
 LF0486.No superseded survey control is available for this station.
 LF0486
 LF0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE995426(NAD 83)
 LF0486_MARKER: DB = BENCH MARK DISK
 LF0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0486_STAMPING: K 206 RESET 1970
 LF0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0486+STABILITY: SURFACE MOTION
 LF0486
 LF0486  HISTORY     - Date     Condition        Report By
 LF0486  HISTORY     - 1970     MONUMENTED       NGS
 LF0486  HISTORY     - 1977     GOOD             USGS
 LF0486
 LF0486                          STATION DESCRIPTION
 LF0486
 LF0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LF0486'3.3 MI W FROM BIGELOW.
 LF0486'ABOUT 3.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST
 LF0486'OFFICE IN BIGELOW, AT THE INTERSECTION OF U.S. HIGHWAY 159 AND
 LF0486'STATE HIGHWAYS 111 AND 118, 200 FEET SOUTH OF THE CENTER OF
 LF0486'STATE HIGHWAY 118, 93 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 LF0486'159, 1 FOOT SOUTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS
 LF0486'POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LF0486'3 INCHES.  NOTE-- THE DISTANCES TO THE HIGHWAYS COULD CHANGE AS
 LF0486'THE RIGHT-OF-WAY WAS NOT STAKED.
 LF0486
 LF0486                          STATION RECOVERY (1977)
 LF0486
 LF0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LF0486'BIGELOW, 3.3 MI. W. OF. T. 61 N., R. 39-40 W., NEAR QTR. COR. BETWEEN
 LF0486'SECS. 7 AND 12, 300 FT. S. AND 91 FT. E. OF X-RDS., 1.5 FT. W. OF
 LF0486'WITNESS POST, CONCRETE POST AND STANDARD DISK, STAMPED K-206 RESET
 LF0486'1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0426 ***********************************************************************
 LF0426  DESIGNATION -  K 207
 LF0426  PID         -  LF0426
 LF0426  STATE/COUNTY-  MO/HOLT
 LF0426  USGS QUAD   -  CORNING (1984)
 LF0426
 LF0426                         *CURRENT SURVEY CONTROL
 LF0426  ___________________________________________________________________
 LF0426* NAD 83(1986)-  40 14 04.     (N)    095 27 02.     (W)     SCALED    
 LF0426* NAVD 88     -       267.693  (meters)     878.26   (feet)  ADJUSTED  
 LF0426  ___________________________________________________________________
 LF0426  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LF0426  DYNAMIC HT  -         267.549 (meters)     877.78  (feet)  COMP
 LF0426  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 LF0426
 LF0426  VERT ORDER  -  FIRST     CLASS II
 LF0426
 LF0426.The horizontal coordinates were scaled from a topographic map and have
 LF0426.an estimated accuracy of +/- 6 seconds.
 LF0426
 LF0426.The orthometric height was determined by differential leveling
 LF0426.and adjusted by the National Geodetic Survey in June 1991..
 LF0426
 LF0426.The geoid height was determined by GEOID03.
 LF0426
 LF0426.The dynamic height is computed by dividing the NAVD 88
 LF0426.geopotential number by the normal gravity value computed on the
 LF0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0426.degrees latitude (g = 980.6199 gals.).
 LF0426
 LF0426.The modeled gravity was interpolated from observed gravity values.
 LF0426
 LF0426;                    North         East    Units  Estimated Accuracy
 LF0426;SPC MO W     -   451,930.      769,110.      MT  (+/- 180 meters Scaled)
 LF0426
 LF0426                          SUPERSEDED SURVEY CONTROL
 LF0426
 LF0426  NGVD 29 (??/??/92)  267.610  (m)          877.98   (f) ADJ UNCH    1 2
 LF0426
 LF0426.Superseded values are not recommended for survey control.
 LF0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0426.See file dsdata.txt to determine how the superseded data were derived.
 LF0426
 LF0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE915566(NAD 83)
 LF0426_MARKER: DB = BENCH MARK DISK
 LF0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0426_SP_SET: CONCRETE POST
 LF0426_STAMPING: K 207 1948
 LF0426_MARK LOGO: CGS   
 LF0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0426+STABILITY: SURFACE MOTION
 LF0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0426+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1989
 LF0426
 LF0426  HISTORY     - Date     Condition        Report By
 LF0426  HISTORY     - 1948     MONUMENTED       CGS
 LF0426  HISTORY     - 1961     GOOD             NGS
 LF0426  HISTORY     - 19890731 POOR             NGS
 LF0426
 LF0426                          STATION DESCRIPTION
 LF0426
 LF0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0426'1 MI S FROM CORNING.
 LF0426'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 111 FROM THE STATION AT
 LF0426'CORNING, AT A T-ROAD, 30.0 FEET EAST OF THE CENTER LINE OF THE
 LF0426'HIGHWAY, 28.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 LF0426'EAST, 14.7 FEET SOUTH OF A CORNER FENCE POST, 2.5 FEET SOUTH
 LF0426'OF A POWER LINE POLE, 1.7 FEET WEST OF A FENCE, 1.2 FEET NORTH
 LF0426'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0426'0.3 FOOT ABOVE THE GROUND.  NOTE-- THE MARK PROJECTS 16 INCHES.
 LF0426
 LF0426                          STATION RECOVERY (1961)
 LF0426
 LF0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0426'RECOVERED IN GOOD CONDITION.
 LF0426
 LF0426                          STATION RECOVERY (1989)
 LF0426
 LF0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0426'RECOVERED IN POOR CONDTION.  A NEW DESCRIPTION FOLLOWS.  1.6 KM (1.00
 LF0426'MI) SOUTHERLY ALONG STATE HIGHWAY 111 FROM ITS JUNCTION WITH THE
 LF0426'BURLINGTON NORTHERN RAILROAD IN CORNING, 10.2 M (33.5 FT) SOUTH OF
 LF0426'THE CENTER OF A GRAVELED FARM ROAD LEADING EAST, 8.8 M (28.9 FT) EAST
 LF0426'OF THE CENTERLINE OF THE HIGHWAY, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 LF0426'THE HIGHWAY, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.05 M (0.2 FT)
 LF0426'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1467 ***********************************************************************
 JD1467  DESIGNATION -  K 21
 JD1467  PID         -  JD1467
 JD1467  STATE/COUNTY-  MO/HENRY
 JD1467  USGS QUAD   -  CALHOUN WEST (1981)
 JD1467
 JD1467                         *CURRENT SURVEY CONTROL
 JD1467  ___________________________________________________________________
 JD1467* NAD 83(1986)-  38 26 36.     (N)    093 40 52.     (W)     SCALED    
 JD1467* NAVD 88     -       241.034  (meters)     790.79   (feet)  ADJUSTED  
 JD1467  ___________________________________________________________________
 JD1467  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JD1467  DYNAMIC HT  -         240.868 (meters)     790.25  (feet)  COMP
 JD1467  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 JD1467
 JD1467  VERT ORDER  -  SECOND    CLASS 0
 JD1467
 JD1467.The horizontal coordinates were scaled from a topographic map and have
 JD1467.an estimated accuracy of +/- 6 seconds.
 JD1467
 JD1467.The orthometric height was determined by differential leveling
 JD1467.and adjusted by the National Geodetic Survey in June 1991..
 JD1467
 JD1467.The geoid height was determined by GEOID03.
 JD1467
 JD1467.The dynamic height is computed by dividing the NAVD 88
 JD1467.geopotential number by the normal gravity value computed on the
 JD1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1467.degrees latitude (g = 980.6199 gals.).
 JD1467
 JD1467.The modeled gravity was interpolated from observed gravity values.
 JD1467
 JD1467;                    North         East    Units  Estimated Accuracy
 JD1467;SPC MO W     -   252,980.      921,490.      MT  (+/- 180 meters Scaled)
 JD1467
 JD1467                          SUPERSEDED SURVEY CONTROL
 JD1467
 JD1467  NGVD 29 (??/??/92)  240.919  (m)          790.42   (f) ADJ UNCH    2 0
 JD1467
 JD1467.Superseded values are not recommended for survey control.
 JD1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1467.See file dsdata.txt to determine how the superseded data were derived.
 JD1467
 JD1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC405552(NAD 83)
 JD1467_MARKER: DB = BENCH MARK DISK
 JD1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1467_STAMPING: K 21 1934
 JD1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1467+STABILITY: SURFACE MOTION
 JD1467
 JD1467  HISTORY     - Date     Condition        Report By
 JD1467  HISTORY     - 1934     MONUMENTED       CGS
 JD1467  HISTORY     - 1962     GOOD             NGS
 JD1467
 JD1467                          STATION DESCRIPTION
 JD1467
 JD1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1467'3.6 MI SW FROM CALHOUN.
 JD1467'ABOUT 3.55 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1467'RAILROAD FROM THE STATION AT CALHOUN, IN SECTION 9, T 42 N,
 JD1467'R 25 W, 0.15 MILE NORTHEAST OF A RAILROAD BRIDGE OVER THE WEST
 JD1467'FORK TEBO CREEK, 83 FEET SOUTHWEST OF MILEPOST 259, 81 FEET
 JD1467'NORTH OF THE CENTER OF A GRAVELED ROAD CROSSING, 36 FEET NORTHWEST
 JD1467'OF THE NORTHWEST RAIL, 10 FEET NORTHWEST OF A ROW OF POLES,
 JD1467'7 1/2 FEET SOUTHEAST OF A FENCE LINE, 1.2 FEET NORTHWEST OF A
 JD1467'METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE RAIL
 JD1467'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0379 ***********************************************************************
 LF0379  DESIGNATION -  K 210
 LF0379  PID         -  LF0379
 LF0379  STATE/COUNTY-  MO/HOLT
 LF0379  USGS QUAD   -  CORNING (1984)
 LF0379
 LF0379                         *CURRENT SURVEY CONTROL
 LF0379  ___________________________________________________________________
 LF0379* NAD 83(1986)-  40 11 20.     (N)    095 22 36.     (W)     SCALED    
 LF0379* NAVD 88     -       264.496  (meters)     867.77   (feet)  ADJUSTED  
 LF0379  ___________________________________________________________________
 LF0379  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LF0379  DYNAMIC HT  -         264.353 (meters)     867.30  (feet)  COMP
 LF0379  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 LF0379
 LF0379  VERT ORDER  -  FIRST     CLASS II
 LF0379
 LF0379.The horizontal coordinates were scaled from a topographic map and have
 LF0379.an estimated accuracy of +/- 6 seconds.
 LF0379
 LF0379.The orthometric height was determined by differential leveling
 LF0379.and adjusted by the National Geodetic Survey in June 1991..
 LF0379
 LF0379.The geoid height was determined by GEOID03.
 LF0379
 LF0379.The dynamic height is computed by dividing the NAVD 88
 LF0379.geopotential number by the normal gravity value computed on the
 LF0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0379.degrees latitude (g = 980.6199 gals.).
 LF0379
 LF0379.The modeled gravity was interpolated from observed gravity values.
 LF0379
 LF0379;                    North         East    Units  Estimated Accuracy
 LF0379;SPC MO W     -   446,810.      775,350.      MT  (+/- 180 meters Scaled)
 LF0379
 LF0379                          SUPERSEDED SURVEY CONTROL
 LF0379
 LF0379  NGVD 29 (??/??/92)  264.419  (m)          867.51   (f) ADJ UNCH    1 2
 LF0379
 LF0379.Superseded values are not recommended for survey control.
 LF0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0379.See file dsdata.txt to determine how the superseded data were derived.
 LF0379
 LF0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE976514(NAD 83)
 LF0379_MARKER: DB = BENCH MARK DISK
 LF0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0379_SP_SET: CONCRETE POST
 LF0379_STAMPING: K 210 1948
 LF0379_MARK LOGO: CGS   
 LF0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0379+STABILITY: SURFACE MOTION
 LF0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0379+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 LF0379
 LF0379  HISTORY     - Date     Condition        Report By
 LF0379  HISTORY     - 1948     MONUMENTED       CGS
 LF0379  HISTORY     - 1961     GOOD             NGS
 LF0379  HISTORY     - 19890815 GOOD             NGS
 LF0379
 LF0379                          STATION DESCRIPTION
 LF0379
 LF0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0379'AT CRAIG.
 LF0379'AT CRAIG, ABOUT 0.4 MILE SOUTHWEST OF THE CHICAGO, BURLINGTON
 LF0379'AND QUINCY RAILROAD, AT THE CRAIG AIRPORT, AT THE MAIN GATE,
 LF0379'40.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 11.0 FEET
 LF0379'EAST OF THE CENTER LINE OF THE MAIN GATE, 4.0 FEET EAST-SOUTHEAST
 LF0379'OF A CORNER FENCE POST, 1.1 FEET SOUTH OF A FENCE, SET IN THE
 LF0379'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LF0379'NOTE-- THE CRAIG AIRPORT IS ON THE PROPERTY OF AND NEAR THE HOME
 LF0379'OF MRS. SOPHIE ALLEN.
 LF0379
 LF0379                          STATION RECOVERY (1961)
 LF0379
 LF0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0379'RECOVERED IN GOOD CONDITION.
 LF0379
 LF0379                          STATION RECOVERY (1989)
 LF0379
 LF0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0379'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 LF0379'AIRPORT HAS BEEN ABANDONED AND IS NOW A CORN FIELD, BUT ALL REFERENCE
 LF0379'POINTS ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0413 ***********************************************************************
 LF0413  DESIGNATION -  K 212 RESET
 LF0413  PID         -  LF0413
 LF0413  STATE/COUNTY-  MO/HOLT
 LF0413  USGS QUAD   -  BIG LAKE (1981)
 LF0413
 LF0413                         *CURRENT SURVEY CONTROL
 LF0413  ___________________________________________________________________
 LF0413* NAD 83(1986)-  40 03 10.     (N)    095 22 08.     (W)     SCALED    
 LF0413* NAVD 88     -       259.89   (meters)     852.7    (feet)  RESET     
 LF0413  ___________________________________________________________________
 LF0413  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 LF0413
 LF0413  VERT ORDER  -  THIRD
 LF0413
 LF0413.The horizontal coordinates were scaled from a topographic map and have
 LF0413.an estimated accuracy of +/- 6 seconds.
 LF0413
 LF0413.The orthometric height was computed from unverified reset data.
 LF0413
 LF0413.The geoid height was determined by GEOID03.
 LF0413
 LF0413;                    North         East    Units  Estimated Accuracy
 LF0413;SPC MO W     -   431,690.      775,860.      MT  (+/- 180 meters Scaled)
 LF0413
 LF0413                          SUPERSEDED SURVEY CONTROL
 LF0413
 LF0413.No superseded survey control is available for this station.
 LF0413
 LF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE979363(NAD 83)
 LF0413_MARKER: DB = BENCH MARK DISK
 LF0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0413_STAMPING: K 212 RESET 1970
 LF0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0413+STABILITY: SURFACE MOTION
 LF0413
 LF0413  HISTORY     - Date     Condition        Report By
 LF0413  HISTORY     - 1970     MONUMENTED       NGS
 LF0413  HISTORY     - 19890814 MARK NOT FOUND   NGS
 LF0413
 LF0413                          STATION DESCRIPTION
 LF0413
 LF0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LF0413'2.8 MI W FROM FORTESCUE.
 LF0413'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0413'RAILROAD FROM THE STATION AT FORTESCUE, 1.55 MILES WEST OF THE
 LF0413'JUNCTION OF U.S. HIGHWAY 159 AND STATE HIGHWAY 111, ABOUT 75 FEET
 LF0413'NORTH OF NEW U.S. HIGHWAY 159, ABOUT 45 FEET SOUTH OF THE
 LF0413'RAILROAD TRACK, 18 FEET EAST OF A PROJECTED CENTER OF A DIRT
 LF0413'ROAD LEADING SOUTH, ABOUT 10 FEET LOWER IN ELEVATION THAN THE
 LF0413'TRACK, 1 FOOT WEST OF A METAL WITNESS POST, AND SET IN THE TOP
 LF0413'OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 LF0413
 LF0413                          STATION RECOVERY (1989)
 LF0413
 LF0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0397 ***********************************************************************
 KD0397  DESIGNATION -  K 213
 KD0397  PID         -  KD0397
 KD0397  STATE/COUNTY-  MO/SALINE
 KD0397  USGS QUAD   -  MIAMI STATION (1978)
 KD0397
 KD0397                         *CURRENT SURVEY CONTROL
 KD0397  ___________________________________________________________________
 KD0397* NAD 83(1986)-  39 16 35.     (N)    093 16 20.     (W)     SCALED    
 KD0397* NAVD 88     -       197.788  (meters)     648.91   (feet)  POSTED    
 KD0397  ___________________________________________________________________
 KD0397  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0397  DYNAMIC HT  -         197.670 (meters)     648.52  (feet)  COMP
 KD0397  MODELED GRAV-     980,016.9   (mgal)                       NAVD 88
 KD0397
 KD0397  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0397
 KD0397.The horizontal coordinates were scaled from a topographic map and have
 KD0397.an estimated accuracy of +/- 6 seconds.
 KD0397
 KD0397.The orthometric height was determined by differential leveling
 KD0397.and adjusted by the National Geodetic Survey in 1992..
 KD0397.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0397.rate of 2.1 thru 3.0 mm/km.
 KD0397
 KD0397.The geoid height was determined by GEOID03.
 KD0397
 KD0397.The dynamic height is computed by dividing the NAVD 88
 KD0397.geopotential number by the normal gravity value computed on the
 KD0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0397.degrees latitude (g = 980.6199 gals.).
 KD0397
 KD0397.The modeled gravity was interpolated from observed gravity values.
 KD0397
 KD0397;                    North         East    Units  Estimated Accuracy
 KD0397;SPC MO C     -   382,400.      433,370.      MT  (+/- 180 meters Scaled)
 KD0397
 KD0397                          SUPERSEDED SURVEY CONTROL
 KD0397
 KD0397  NGVD 29 (??/??/92)  197.749  (m)          648.78   (f) ADJ UNCH    1 2
 KD0397
 KD0397.Superseded values are not recommended for survey control.
 KD0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0397.See file dsdata.txt to determine how the superseded data were derived.
 KD0397
 KD0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD765474(NAD 83)
 KD0397_MARKER: DB = BENCH MARK DISK
 KD0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0397_STAMPING: K 213 1948
 KD0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0397+STABILITY: SURFACE MOTION
 KD0397
 KD0397  HISTORY     - Date     Condition        Report By
 KD0397  HISTORY     - 1948     MONUMENTED       CGS
 KD0397
 KD0397                          STATION DESCRIPTION
 KD0397
 KD0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0397'6.2 MI SW FROM MIAMI.
 KD0397'1.0 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0397'MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
 KD0397'0.4 MILE WEST, 0.5 MILE SOUTH, 0.2 MILE WEST, 0.2 MILE SOUTH, 0.3
 KD0397'MILE WEST AND 0.7 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE
 KD0397'NORTHWEST ALONG THE COON HOLLOW ROAD, THENCE 1.2 MILE SOUTHWEST
 KD0397'ALONG A ROAD FOLLOWING THE FOOT OF THE BLUFF, THENCE 0.3 MILE
 KD0397'WEST ALONG A ROAD FOLLOWING A LEVEE, THENCE 0.5 MILE SOUTH ALONG
 KD0397'A ROAD FOLLOWING THE VAN METER DRAINAGE DITCH, 0.5 MILE SOUTH OF A
 KD0397'FLOOD GATE ACROSS THE VAN METER DRAINAGE DITCH, 21.0 FEET
 KD0397'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE ACROSS THE DRAINAGE
 KD0397'DITCH, AT POINT WHERE THE ROAD MAKES A TURN ACROSS THE DITCH, 20.0
 KD0397'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6.7 FEET NORTH OF AN
 KD0397'18-INCH COTTONWOOD TREE, 2.0 FEET NORTHEAST OF A REFERENCE POST,
 KD0397'SET IN TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0200 ***********************************************************************
 KD0200  DESIGNATION -  K 214
 KD0200  PID         -  KD0200
 KD0200  STATE/COUNTY-  MO/SALINE
 KD0200  USGS QUAD   -  CAMBRIDGE (1978)
 KD0200
 KD0200                         *CURRENT SURVEY CONTROL
 KD0200  ___________________________________________________________________
 KD0200* NAD 83(1986)-  39 16 49.     (N)    092 59 52.     (W)     SCALED    
 KD0200* NAVD 88     -       231.907  (meters)     760.85   (feet)  ADJUSTED  
 KD0200  ___________________________________________________________________
 KD0200  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KD0200  DYNAMIC HT  -         231.767 (meters)     760.39  (feet)  COMP
 KD0200  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 KD0200
 KD0200  VERT ORDER  -  FIRST     CLASS II
 KD0200
 KD0200.The horizontal coordinates were scaled from a topographic map and have
 KD0200.an estimated accuracy of +/- 6 seconds.
 KD0200
 KD0200.The orthometric height was determined by differential leveling
 KD0200.and adjusted by the National Geodetic Survey in June 1991..
 KD0200
 KD0200.The geoid height was determined by GEOID03.
 KD0200
 KD0200.The dynamic height is computed by dividing the NAVD 88
 KD0200.geopotential number by the normal gravity value computed on the
 KD0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0200.degrees latitude (g = 980.6199 gals.).
 KD0200
 KD0200.The modeled gravity was interpolated from observed gravity values.
 KD0200
 KD0200;                    North         East    Units  Estimated Accuracy
 KD0200;SPC MO C     -   382,660.      457,050.      MT  (+/- 180 meters Scaled)
 KD0200
 KD0200                          SUPERSEDED SURVEY CONTROL
 KD0200
 KD0200  NGVD 29 (??/??/92)  231.881  (m)          760.76   (f) ADJ UNCH    1 2
 KD0200
 KD0200.Superseded values are not recommended for survey control.
 KD0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0200.See file dsdata.txt to determine how the superseded data were derived.
 KD0200
 KD0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD001478(NAD 83)
 KD0200_MARKER: DB = BENCH MARK DISK
 KD0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0200_STAMPING: K 214 1948
 KD0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0200+STABILITY: SURFACE MOTION
 KD0200
 KD0200  HISTORY     - Date     Condition        Report By
 KD0200  HISTORY     - 1948     MONUMENTED       CGS
 KD0200
 KD0200                          STATION DESCRIPTION
 KD0200
 KD0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0200'1.8 MI S FROM NEW FRANKFORT.
 KD0200'1.75 MILE SOUTH ALONG COUNTY ROAD M FROM THE EVANGELICAL CHURCH
 KD0200'AT NEW FRANKFORT, ABOUT 250.0 FEET (ESTIMATED) EAST ALONG A
 KD0200'DIRT ROAD FROM THE ROAD JUNCTION OF COUNTY ROAD M AND A DIRT
 KD0200'ROAD LEADING EAST, AT AN OLD CHURCH AND CEMETERY, 47.0 FEET
 KD0200'NORTH OF THE CENTER LINE OF THE DIRT ROAD LEADING EAST, 35.0 FEET
 KD0200'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 27.0 FEET
 KD0200'NORTH OF THE SOUTHWEST CORNER OF THE CEMETERY, 10.0 FEET SOUTH
 KD0200'OF THE WEST GATE TO THE CEMETERY, 1.2 FEET WEST OF A FENCE,
 KD0200'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 KD0200'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0469 ***********************************************************************
 KE0469  DESIGNATION -  K 216
 KE0469  PID         -  KE0469
 KE0469  STATE/COUNTY-  MO/BUCHANAN
 KE0469  USGS QUAD   -  ATCHISON EAST (1984)
 KE0469
 KE0469                         *CURRENT SURVEY CONTROL
 KE0469  ___________________________________________________________________
 KE0469* NAD 83(1986)-  39 35 02.     (N)    095 02 05.     (W)     SCALED    
 KE0469* NAVD 88     -       243.714  (meters)     799.59   (feet)  ADJUSTED  
 KE0469  ___________________________________________________________________
 KE0469  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KE0469  DYNAMIC HT  -         243.568 (meters)     799.11  (feet)  COMP
 KE0469  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 KE0469
 KE0469  VERT ORDER  -  FIRST     CLASS II
 KE0469
 KE0469.The horizontal coordinates were scaled from a topographic map and have
 KE0469.an estimated accuracy of +/- 6 seconds.
 KE0469
 KE0469.The orthometric height was determined by differential leveling
 KE0469.and adjusted by the National Geodetic Survey in June 1991..
 KE0469.WARNING-Repeat measurements at this control monument indicate possible
 KE0469.vertical movement.
 KE0469
 KE0469.The geoid height was determined by GEOID03.
 KE0469
 KE0469.The dynamic height is computed by dividing the NAVD 88
 KE0469.geopotential number by the normal gravity value computed on the
 KE0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0469.degrees latitude (g = 980.6199 gals.).
 KE0469
 KE0469.The modeled gravity was interpolated from observed gravity values.
 KE0469
 KE0469;                    North         East    Units  Estimated Accuracy
 KE0469;SPC MO W     -   379,410.      804,070.      MT  (+/- 180 meters Scaled)
 KE0469
 KE0469                          SUPERSEDED SURVEY CONTROL
 KE0469
 KE0469  NGVD 29 (??/??/92)  243.601  (m)          799.21   (f) ADJ UNCH    1 2
 KE0469
 KE0469.Superseded values are not recommended for survey control.
 KE0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0469.See file dsdata.txt to determine how the superseded data were derived.
 KE0469
 KE0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD252835(NAD 83)
 KE0469_MARKER: DB = BENCH MARK DISK
 KE0469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0469_SP_SET: BRIDGE PILLAR
 KE0469_STAMPING: K 216 1948
 KE0469_MARK LOGO: CGS   
 KE0469_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0469+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1994
 KE0469
 KE0469  HISTORY     - Date     Condition        Report By
 KE0469  HISTORY     - 1948     MONUMENTED       CGS
 KE0469  HISTORY     - 1958     GOOD             NGS
 KE0469  HISTORY     - 19890820 GOOD             NGS
 KE0469  HISTORY     - 19941025 GOOD             MODNR
 KE0469
 KE0469                          STATION DESCRIPTION
 KE0469
 KE0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0469'AT RUSHVILLE.
 KE0469'AT RUSHVILLE, SET VERTICALLY IN THE NORTH FACE OF THE MOST
 KE0469'WESTERLY ONE OF TWO CONCRETE PILLARS IN THE FIRST ROW OF PILLARS
 KE0469'SOUTH OF THE RAILROAD TRACKS AND SUPPORTING THE U.S. HIGHWAY
 KE0469'59 OVERPASS OVER THE RAILROADS (THIRD SET OF PILLARS NORTH OF
 KE0469'THE SOUTH END OF THE OVERPASS), 98.0 FEET EAST OF MILEPOST
 KE0469'514, ABOUT 0.1 MILE SOUTHWEST OF THE DAVIES TOWER, 49.0 FEET
 KE0469'SOUTHEAST OF THE SOUTHEAST RAIL OF THE CHICAGO, ROCK ISLAND
 KE0469'AND PACIFIC RAILROAD, 1.8 FEET EAST OF THE WEST FACE OF THE
 KE0469'PILLAR, 1.6 FEET WEST OF THE EAST FACE AND 3.1 FEET ABOVE
 KE0469'THE GROUND.
 KE0469
 KE0469                          STATION RECOVERY (1958)
 KE0469
 KE0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0469'RECOVERED IN GOOD CONDITION.
 KE0469
 KE0469                          STATION RECOVERY (1989)
 KE0469
 KE0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0469'RECOVERED IN GOOD CONDITION.
 KE0469
 KE0469                          STATION RECOVERY (1994)
 KE0469
 KE0469'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 KE0469'RECOVERED IN GOOD CONDITION BUT DUE TO REMOVAL OF THE BRIDGE THE MARK
 KE0469'WILL BE LOST. A REPLACEMENT DISK WAS SET IN THE NEW BRIDGE BEFORE THE
 KE0469'ORIGINAL MARK WAS REMOVED. FOR INFORMATION ON THE RESET MARK SEE K 216
 KE0469'RESET 1994.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7386 ***********************************************************************
 AA7386  DESIGNATION -  K 216 RESET
 AA7386  PID         -  AA7386
 AA7386  STATE/COUNTY-  MO/BUCHANAN
 AA7386  USGS QUAD   -  ATCHISON EAST (1984)
 AA7386
 AA7386                         *CURRENT SURVEY CONTROL
 AA7386  ___________________________________________________________________
 AA7386* NAD 83(1986)-  39 35 02.     (N)    095 02 05.     (W)     SCALED    
 AA7386* NAVD 88     -       244.37   (+/-2cm)     801.7    (feet)  VERTCON   
 AA7386  ___________________________________________________________________
 AA7386  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AA7386
 AA7386  VERT ORDER  -  THIRD (See Below)
 AA7386
 AA7386.The horizontal coordinates were scaled from a topographic map and have
 AA7386.an estimated accuracy of +/- 6 seconds.
 AA7386
 AA7386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7386.The vertical order pertains to the NGVD 29 superseded value.
 AA7386
 AA7386.The geoid height was determined by GEOID03.
 AA7386
 AA7386;                    North         East    Units  Estimated Accuracy
 AA7386;SPC MO W     -   379,410.      804,070.      MT  (+/- 180 meters Scaled)
 AA7386
 AA7386                          SUPERSEDED SURVEY CONTROL
 AA7386
 AA7386  NGVD 29 (02/22/06)  244.26   (m)          801.4    (f) RESET       3  
 AA7386
 AA7386.Superseded values are not recommended for survey control.
 AA7386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7386.See file dsdata.txt to determine how the superseded data were derived.
 AA7386
 AA7386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD252835(NAD 83)
 AA7386_MARKER: DV = VERTICAL CONTROL DISK
 AA7386_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA7386_SP_SET: BRIDGE PIER
 AA7386_STAMPING: K 216 RESET 1994
 AA7386_MARK LOGO: NGS   
 AA7386_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7386+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 AA7386
 AA7386  HISTORY     - Date     Condition        Report By
 AA7386  HISTORY     - 1994     MONUMENTED       MODNR
 AA7386  HISTORY     - 20060409 GOOD             GEOCAC
 AA7386
 AA7386                          STATION DESCRIPTION
 AA7386
 AA7386'DESCRIBED BY MO DEPT OF NAT RES 1994 (BDC)
 AA7386'IN THE SOUTHWEST CORNER OF THE TOWN OF RUSHVILLE, ON THE HIGHWAY 59
 AA7386'OVERPASS OF THE RAILROAD TRACKS. THE DISK IS SET VERTICALLY IN THE
 AA7386'SOUTH FACE OF THE WALL BETWEEN THE FOUR PILLARS ON THE NORTH SIDE OF
 AA7386'THE RAILROAD TRACK. THE MARK IS 23.5 FEET NORTH OF THE CENTERLINE OF
 AA7386'THE TRACKS, 6.8 WEST OF THE EAST END OF THE WALL, 4.6 FEET LOWER THAN
 AA7386'THE TOP OF THE WALL, AND ABOUT 1.5 FEET HIGHER THAN THE TRACKS.
 AA7386
 AA7386                          STATION RECOVERY (2006)
 AA7386
 AA7386'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AA7386'HH2 (NAD 83) N39 35 04.0 W95 02 07.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0585 ***********************************************************************
 KD0585  DESIGNATION -  K 217
 KD0585  PID         -  KD0585
 KD0585  STATE/COUNTY-  MO/LAFAYETTE
 KD0585  USGS QUAD   -  DOVER (1978)
 KD0585
 KD0585                         *CURRENT SURVEY CONTROL
 KD0585  ___________________________________________________________________
 KD0585* NAD 83(1986)-  39 12 18.     (N)    093 42 23.     (W)     SCALED    
 KD0585* NAVD 88     -       215.223  (meters)     706.11   (feet)  ADJUSTED  
 KD0585  ___________________________________________________________________
 KD0585  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0585  DYNAMIC HT  -         215.089 (meters)     705.67  (feet)  COMP
 KD0585  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 KD0585
 KD0585  VERT ORDER  -  FIRST     CLASS II
 KD0585
 KD0585.The horizontal coordinates were scaled from a topographic map and have
 KD0585.an estimated accuracy of +/- 6 seconds.
 KD0585
 KD0585.The orthometric height was determined by differential leveling
 KD0585.and adjusted by the National Geodetic Survey in June 1991..
 KD0585
 KD0585.The geoid height was determined by GEOID03.
 KD0585
 KD0585.The dynamic height is computed by dividing the NAVD 88
 KD0585.geopotential number by the normal gravity value computed on the
 KD0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0585.degrees latitude (g = 980.6199 gals.).
 KD0585
 KD0585.The modeled gravity was interpolated from observed gravity values.
 KD0585
 KD0585;                    North         East    Units  Estimated Accuracy
 KD0585;SPC MO W     -   337,510.      918,550.      MT  (+/- 180 meters Scaled)
 KD0585
 KD0585                          SUPERSEDED SURVEY CONTROL
 KD0585
 KD0585  NGVD 29 (??/??/92)  215.116  (m)          705.76   (f) ADJ UNCH    1 2
 KD0585
 KD0585.Superseded values are not recommended for survey control.
 KD0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0585.See file dsdata.txt to determine how the superseded data were derived.
 KD0585
 KD0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD390397(NAD 83)
 KD0585_MARKER: DB = BENCH MARK DISK
 KD0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0585_STAMPING: K 217 1948
 KD0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0585+STABILITY: SURFACE MOTION
 KD0585
 KD0585  HISTORY     - Date     Condition        Report By
 KD0585  HISTORY     - 1948     MONUMENTED       CGS
 KD0585  HISTORY     - 1962     GOOD             NGS
 KD0585  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0585
 KD0585                          STATION DESCRIPTION
 KD0585
 KD0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0585'11.2 MI W FROM WAVERLY.
 KD0585'11.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0585'SOUTH END OF U.S. HGIHWAY 65 BRIDGE OVER THE MISSOURI RIVER,
 KD0585'5 POLES SOUTHWEST OF MILEPOST NO. 235-10, THENCE 0.1 MILE SOUTH
 KD0585'ALONG A PRIVATE DRIVE WAY, AT THE FARM RESIDENCE OF WILLIAM AND
 KD0585'JAMES LESSLEY, 53.6 FEET SOUTHWEST OF THE CENTER OF A GATE,
 KD0585'50.2 FEET NORTH WEST OF THE FARM HOUSE, 4.0 FEET NORTHEAST OF
 KD0585'A FENCE CORNER, 0.9 FOOT NORTHWEST OF A FENCE, AND SET IN THE
 KD0585'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
 KD0585
 KD0585                          STATION RECOVERY (1986)
 KD0585
 KD0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0073 ***********************************************************************
 KE0073  DESIGNATION -  K 218
 KE0073  PID         -  KE0073
 KE0073  STATE/COUNTY-  MO/JACKSON
 KE0073  USGS QUAD   -  BUCKNER (1990)
 KE0073
 KE0073                         *CURRENT SURVEY CONTROL
 KE0073  ___________________________________________________________________
 KE0073* NAD 83(1986)-  39 12 21.     (N)    094 13 17.     (W)     SCALED    
 KE0073* NAVD 88     -       223.036  (meters)     731.74   (feet)  ADJUSTED  
 KE0073  ___________________________________________________________________
 KE0073  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KE0073  DYNAMIC HT  -         222.897 (meters)     731.29  (feet)  COMP
 KE0073  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 KE0073
 KE0073  VERT ORDER  -  FIRST     CLASS II
 KE0073
 KE0073.The horizontal coordinates were scaled from a topographic map and have
 KE0073.an estimated accuracy of +/- 6 seconds.
 KE0073
 KE0073.The orthometric height was determined by differential leveling
 KE0073.and adjusted by the National Geodetic Survey in June 1991..
 KE0073
 KE0073.The geoid height was determined by GEOID03.
 KE0073
 KE0073.The dynamic height is computed by dividing the NAVD 88
 KE0073.geopotential number by the normal gravity value computed on the
 KE0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0073.degrees latitude (g = 980.6199 gals.).
 KE0073
 KE0073.The modeled gravity was interpolated from observed gravity values.
 KE0073
 KE0073;                    North         East    Units  Estimated Accuracy
 KE0073;SPC MO W     -   337,340.      874,060.      MT  (+/- 180 meters Scaled)
 KE0073
 KE0073                          SUPERSEDED SURVEY CONTROL
 KE0073
 KE0073  NGVD 29 (??/??/92)  222.954  (m)          731.47   (f) ADJ UNCH    1 2
 KE0073
 KE0073.Superseded values are not recommended for survey control.
 KE0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0073.See file dsdata.txt to determine how the superseded data were derived.
 KE0073
 KE0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD945403(NAD 83)
 KE0073_MARKER: DB = BENCH MARK DISK
 KE0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0073_SP_SET: CONCRETE POST
 KE0073_STAMPING: K 218 1948
 KE0073_MARK LOGO: CGS   
 KE0073_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0073+STABILITY: SURFACE MOTION
 KE0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0073+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1991
 KE0073
 KE0073  HISTORY     - Date     Condition        Report By
 KE0073  HISTORY     - 1948     MONUMENTED       CGS
 KE0073  HISTORY     - 1960     GOOD             NGS
 KE0073  HISTORY     - 1986     GOOD             NGS
 KE0073  HISTORY     - 19910909 GOOD             MODNR
 KE0073
 KE0073                          STATION DESCRIPTION
 KE0073
 KE0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0073'2.3 MI NW FROM SIBLEY.
 KE0073'2.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0073'RAILWAY FROM THE STATION AT SIBLEY, AT A PUBLIC ROAD CROSSING,
 KE0073'5 1/2 RAILS WEST OF MILEPOST NO. 429, 170.2 FEET NORTH OF THE
 KE0073'NORTH RAIL OF THE MOST NORTHERLY TRACK, 156.4 FEET NORTH OF A
 KE0073'CROSSING SIGN POST, 21.0 FEET SOUTH OF THE CENTER LINE OF A GATE
 KE0073'ACROSS THE OLD RAILROAD TRACK BED, 38.0 FEET EAST OF THE CENTER
 KE0073'LINE OF A PAVED ROAD, 1.2 FEET EAST OF A FENCE, 1.1 FEET SOUTH OF
 KE0073'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0073'0.4 FOOT ABOVE THE GROUND.
 KE0073
 KE0073                          STATION RECOVERY (1960)
 KE0073
 KE0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0073'RECOVERED IN GOOD CONDITION.
 KE0073
 KE0073                          STATION RECOVERY (1986)
 KE0073
 KE0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0073'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.0 KM (10.55
 KE0073'MI) EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH STATE
 KE0073'HIGHWAY 291 IN INDEPENDENCE, THENCE 2.8 KM (1.75 MI) NORTHERLY ALONG
 KE0073'STATE HIGHWAY BB, THENCE 1.2 KM (0.75 MI) NORTH ALONG A PAVED ROAD,
 KE0073'THENCE 0.6 KM (0.35 MI) EAST ALONG A PAVED ROAD, THENCE 3.2 KM (2.0
 KE0073'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD.
 KE0073
 KE0073                          STATION RECOVERY (1991)
 KE0073
 KE0073'RECOVERY NOTE BY MO DEPT OF NAT RES 1991
 KE0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0201 ***********************************************************************
 HE0201  DESIGNATION -  K 22
 HE0201  PID         -  HE0201
 HE0201  STATE/COUNTY-  MO/BARTON
 HE0201  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0201
 HE0201                         *CURRENT SURVEY CONTROL
 HE0201  ___________________________________________________________________
 HE0201* NAD 83(1986)-  37 27 21.     (N)    094 16 32.     (W)     SCALED    
 HE0201* NAVD 88     -       284.30   (+/-2cm)     932.7    (feet)  VERTCON   
 HE0201  ___________________________________________________________________
 HE0201  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HE0201
 HE0201  VERT ORDER  -  ? (See Below)
 HE0201
 HE0201.The horizontal coordinates were scaled from a topographic map and have
 HE0201.an estimated accuracy of +/- 6 seconds.
 HE0201
 HE0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0201.The vertical order pertains to the NGVD 29 superseded value.
 HE0201
 HE0201.The geoid height was determined by GEOID03.
 HE0201
 HE0201;                    North         East    Units  Estimated Accuracy
 HE0201;SPC MO W     -   143,080.      869,860.      MT  (+/- 180 meters Scaled)
 HE0201
 HE0201                          SUPERSEDED SURVEY CONTROL
 HE0201
 HE0201  NGVD 29 (??/??/92)  284.184  (m)          932.36   (f) ADJ UNCH    ?  
 HE0201
 HE0201.Superseded values are not recommended for survey control.
 HE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0201.See file dsdata.txt to determine how the superseded data were derived.
 HE0201
 HE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB871462(NAD 83)
 HE0201_MARKER: DD = SURVEY DISK
 HE0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0201_STAMPING: K 22 1938
 HE0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0201+STABILITY: SURFACE MOTION
 HE0201
 HE0201  HISTORY     - Date     Condition        Report By
 HE0201  HISTORY     - 1938     MONUMENTED       USGS
 HE0201  HISTORY     - 1945     GOOD             NGS
 HE0201
 HE0201                          STATION DESCRIPTION
 HE0201
 HE0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HE0201'2 MI S FROM LAMAR.
 HE0201'2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0201'ST. LOUIS SAN FRANCISCO RAILWAY CROSSING AT LAMAR, BARTON COUNTY,
 HE0201'65 FEET NORTH OF MILEPOST 345, 1/4 MILE WEST OF THE QUARTER
 HE0201'CORNER BETWEEN SECTIONS 6 AND 7, T 31 N, R 30 W, AT A ROAD
 HE0201'CROSSING, 44 FEET SOUTH OF THE ROAD, AND 46 FEET WEST OF THE
 HE0201'TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 22
 HE0201'1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0828 ***********************************************************************
 HD0828  DESIGNATION -  K 22
 HD0828  PID         -  HD0828
 HD0828  STATE/COUNTY-  MO/ST CLAIR
 HD0828  USGS QUAD   -  VISTA (1991)
 HD0828
 HD0828                         *CURRENT SURVEY CONTROL
 HD0828  ___________________________________________________________________
 HD0828* NAD 83(1986)-  37 58 57.     (N)    093 39 25.     (W)     SCALED    
 HD0828* NAVD 88     -       269.962  (meters)     885.70   (feet)  ADJUSTED  
 HD0828  ___________________________________________________________________
 HD0828  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HD0828  DYNAMIC HT  -         269.762 (meters)     885.04  (feet)  COMP
 HD0828  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 HD0828
 HD0828  VERT ORDER  -  SECOND    CLASS 0
 HD0828
 HD0828.The horizontal coordinates were scaled from a topographic map and have
 HD0828.an estimated accuracy of +/- 6 seconds.
 HD0828
 HD0828.The orthometric height was determined by differential leveling
 HD0828.and adjusted by the National Geodetic Survey in June 1991..
 HD0828
 HD0828.The geoid height was determined by GEOID03.
 HD0828
 HD0828.The dynamic height is computed by dividing the NAVD 88
 HD0828.geopotential number by the normal gravity value computed on the
 HD0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0828.degrees latitude (g = 980.6199 gals.).
 HD0828
 HD0828.The modeled gravity was interpolated from observed gravity values.
 HD0828
 HD0828;                    North         East    Units  Estimated Accuracy
 HD0828;SPC MO W     -   201,840.      924,060.      MT  (+/- 180 meters Scaled)
 HD0828
 HD0828                          SUPERSEDED SURVEY CONTROL
 HD0828
 HD0828  NGVD 29 (??/??/92)  269.850  (m)          885.33   (f) ADJ UNCH    2 0
 HD0828
 HD0828.Superseded values are not recommended for survey control.
 HD0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0828.See file dsdata.txt to determine how the superseded data were derived.
 HD0828
 HD0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC423040(NAD 83)
 HD0828_MARKER: DB = BENCH MARK DISK
 HD0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0828_STAMPING: K 22 1934
 HD0828_MARK LOGO: CGS   
 HD0828_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0828+STABILITY: SURFACE MOTION
 HD0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0828+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1994
 HD0828
 HD0828  HISTORY     - Date     Condition        Report By
 HD0828  HISTORY     - 1934     MONUMENTED       CGS
 HD0828  HISTORY     - 1962     GOOD             NGS
 HD0828  HISTORY     - 19940914 GOOD             MODNR
 HD0828
 HD0828                          STATION DESCRIPTION
 HD0828
 HD0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0828'0.6 MI S FROM VISTA.
 HD0828'ABOUT 0.6 MILE SOUTH ALONG THE PRESENT LOCATION OF STATE HIGHWAY
 HD0828'13 FROM THE POST OFFICE AT VISTA, IN SECTION 11, T 37 N, R 24 W 350
 HD0828'FEET NORTHEAST OF AND ACROSS THE ST. LOUIS-SAN FRANCISCO RAILROAD
 HD0828'FROM THE HIGHWAY, 400 FEET WEST OF A SMALL HOUSE LOCATED ON A
 HD0828'KNOLL, 73 FEET SOUTH EAST OF THE CENTER OF A ROAD CROSSING, 44 FEET
 HD0828'NORTHEAST OF THE NORTHEAST RAIL, 26 FEET SOUTH OF THE CENTER LINE
 HD0828'OF A DIRT ROAD, 7 1/2 FEET SOUTHWEST OF A POWER POLE, 2 1/2 FEET
 HD0828'WEST OF A FENCE, 3 FEET SOUTHWEST OF A SMALL BUSHY CEDAR TREE,
 HD0828'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HD0828'PROJECTING 6-INCHES.
 HD0828
 HD0828                          STATION RECOVERY (1994)
 HD0828
 HD0828'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HD0828'TO REACH FROM THE INTERSECTION OF HIGHWAY 13 AND HIGHWAY V GO WEST ON
 HD0828'HIGHWAY V FOR 0.8 MILES TO WHERE HIGHWAY V TURNS RIGHT, TURN LEFT AND
 HD0828'GO 0.6 MILES TO A GRAVEL ROAD ON THE LEFT, TURN LEFT AND GO FOR ABOUT
 HD0828'350 FEET TO THE MARK ON THE RIGHT, IT IS 73 FEET SOUTH EAST OF THE
 HD0828'ABANDONED RAILROAD CROSSING, 26 FEET SOUTH OF THE CENTERLINE OF THE
 HD0828'GRAVEL ROAD, 2.5 FEET WEST OF A FENCE CORNER, AND 1 FOOT EAST OF A
 HD0828'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0629 ***********************************************************************
 KD0629  DESIGNATION -  K 220
 KD0629  PID         -  KD0629
 KD0629  STATE/COUNTY-  MO/RAY
 KD0629  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0629
 KD0629                         *CURRENT SURVEY CONTROL
 KD0629  ___________________________________________________________________
 KD0629* NAD 83(1986)-  39 13 56.     (N)    093 56 01.     (W)     SCALED    
 KD0629* NAVD 88     -       214.069  (meters)     702.32   (feet)  ADJUSTED  
 KD0629  ___________________________________________________________________
 KD0629  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0629  DYNAMIC HT  -         213.937 (meters)     701.89  (feet)  COMP
 KD0629  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 KD0629
 KD0629  VERT ORDER  -  FIRST     CLASS II
 KD0629
 KD0629.The horizontal coordinates were scaled from a topographic map and have
 KD0629.an estimated accuracy of +/- 6 seconds.
 KD0629
 KD0629.The orthometric height was determined by differential leveling
 KD0629.and adjusted by the National Geodetic Survey in June 1991..
 KD0629
 KD0629.The geoid height was determined by GEOID03.
 KD0629
 KD0629.The dynamic height is computed by dividing the NAVD 88
 KD0629.geopotential number by the normal gravity value computed on the
 KD0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0629.degrees latitude (g = 980.6199 gals.).
 KD0629
 KD0629.The modeled gravity was interpolated from observed gravity values.
 KD0629
 KD0629;                    North         East    Units  Estimated Accuracy
 KD0629;SPC MO W     -   340,380.      898,900.      MT  (+/- 180 meters Scaled)
 KD0629
 KD0629                          SUPERSEDED SURVEY CONTROL
 KD0629
 KD0629  NGVD 29 (??/??/92)  213.981  (m)          702.04   (f) ADJ UNCH    1 2
 KD0629
 KD0629.Superseded values are not recommended for survey control.
 KD0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0629.See file dsdata.txt to determine how the superseded data were derived.
 KD0629
 KD0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD194429(NAD 83)
 KD0629_MARKER: DB = BENCH MARK DISK
 KD0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0629_SP_SET: PIER
 KD0629_STAMPING: K 220 1948
 KD0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0629+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 KD0629
 KD0629  HISTORY     - Date     Condition        Report By
 KD0629  HISTORY     - 1948     MONUMENTED       CGS
 KD0629  HISTORY     - 1958     GOOD             NGS
 KD0629  HISTORY     - 20041126 GOOD             GEOCAC
 KD0629
 KD0629                          STATION DESCRIPTION
 KD0629
 KD0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0629'AT HENRIETTA.
 KD0629'AT HENRIETTA, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST
 KD0629'SOUTHWESTERLY LEG OF THE SECOND CONCRETE PIER SOUTHEAST OF THE
 KD0629'NORTHWEST END OF STATE HIGHWAY 13 BRIDGE OVER THE RAILROAD TRACKS,
 KD0629'271.0 FEET NORTHEAST OF BENCH MARK Q 74, 99.1 FEET WEST OF THE
 KD0629'WEST CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KD0629'STATION, 41.0 FEET NORTHWEST OF A POINT WHICH IS 48.5 FEET
 KD0629'SOUTHWEST OF THE WEST CORNER OF A FREIGHT HOUSE, 2.8 FEET
 KD0629'ABOVE THE GROUND, 1.5 FEET NORTHWEST OF THE SOUTHEAST FACE
 KD0629'OF THE PIER AND 1.5 FEET SOUTHEAST OF THE NORTHWEST FACE.
 KD0629
 KD0629                          STATION RECOVERY (1958)
 KD0629
 KD0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KD0629'RECOVERED IN GOOD CONDITION.
 KD0629
 KD0629                          STATION RECOVERY (2004)
 KD0629
 KD0629'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0074 ***********************************************************************
 JD0074  DESIGNATION -  K 221
 JD0074  PID         -  JD0074
 JD0074  STATE/COUNTY-  MO/MONITEAU
 JD0074  USGS QUAD   -  JAMESTOWN (1969)
 JD0074
 JD0074                         *CURRENT SURVEY CONTROL
 JD0074  ___________________________________________________________________
 JD0074* NAD 83(1986)-  38 45 00.     (N)    092 24 35.     (W)     SCALED    
 JD0074* NAVD 88     -       172.315  (meters)     565.34   (feet)  ADJUSTED  
 JD0074  ___________________________________________________________________
 JD0074  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0074  DYNAMIC HT  -         172.200 (meters)     564.96  (feet)  COMP
 JD0074  MODELED GRAV-     979,961.1   (mgal)                       NAVD 88
 JD0074
 JD0074  VERT ORDER  -  FIRST     CLASS II
 JD0074
 JD0074.The horizontal coordinates were scaled from a topographic map and have
 JD0074.an estimated accuracy of +/- 6 seconds.
 JD0074
 JD0074.The orthometric height was determined by differential leveling
 JD0074.and adjusted by the National Geodetic Survey in June 1991..
 JD0074
 JD0074.The geoid height was determined by GEOID03.
 JD0074
 JD0074.The dynamic height is computed by dividing the NAVD 88
 JD0074.geopotential number by the normal gravity value computed on the
 JD0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0074.degrees latitude (g = 980.6199 gals.).
 JD0074
 JD0074.The modeled gravity was interpolated from observed gravity values.
 JD0074
 JD0074;                    North         East    Units  Estimated Accuracy
 JD0074;SPC MO C     -   323,680.      507,850.      MT  (+/- 180 meters Scaled)
 JD0074
 JD0074                          SUPERSEDED SURVEY CONTROL
 JD0074
 JD0074  NGVD 29 (??/??/92)  172.268  (m)          565.18   (f) ADJ UNCH    1 2
 JD0074
 JD0074.Superseded values are not recommended for survey control.
 JD0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0074.See file dsdata.txt to determine how the superseded data were derived.
 JD0074
 JD0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC512892(NAD 83)
 JD0074_MARKER: DB = BENCH MARK DISK
 JD0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0074_SP_SET: CONCRETE POST
 JD0074_STAMPING: K 221 1948
 JD0074_MARK LOGO: CGS   
 JD0074_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0074+STABILITY: SURFACE MOTION
 JD0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD0074+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 JD0074
 JD0074  HISTORY     - Date     Condition        Report By
 JD0074  HISTORY     - 1948     MONUMENTED       CGS
 JD0074  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0074  HISTORY     - 19920303 GOOD             MODNR
 JD0074
 JD0074                          STATION DESCRIPTION
 JD0074
 JD0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0074'AT SANDY HOOK.
 JD0074'AT SANDY HOOK, ABOUT 0.1 MILE NORTHWEST OF THE MISSOURI PACIFIC
 JD0074'RAILROAD STATION, AT THE SANDY HOOK SCHOOL, 86.2 FEET SOUTH
 JD0074'OF THE SOUTHEAST CORNER OF THE BUILDING, 36.0 FEET WEST OF
 JD0074'THE CENTER LINE OF COUNTY ROAD A, 11.0 FEET SOUTH OF THE CENTER
 JD0074'LINE OF A PRIVATE ROAD LEADING WEST, 6.4 FEET WEST OF A CORNER
 JD0074'FENCE POST, 1.2 FEET NORTH OF A FENCE, 1.3 FEET EAST OF A
 JD0074'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0074'0.4 FOOT ABOVE THE GROUND.
 JD0074
 JD0074                          STATION RECOVERY (1986)
 JD0074
 JD0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0074'MARK NOT FOUND.
 JD0074
 JD0074                          STATION RECOVERY (1992)
 JD0074
 JD0074'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD0074'DATE OF REPORT 11-30-1992
 JD0074'STATION  K-221
 JD0074'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD0074'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) (AIRLINE) ESE OF JAMESTOWN
 JD0074'MO ON THE WEST R/W OF MO. HWY. 179 IN THE SOUTHWEST ANGLE OF A
 JD0074'PRIVATE ENTRANCE TO LAND OWNED BY MR. RICKY CHASE IN THE VILLAGE OF
 JD0074'SANDY HOOK MO.  IT IS 0.1 MI (0.2 KM) SOUTH OF THE STORE (ALSO OWNED
 JD0074'BY MR. CHASE, 11 FT (3.4 M) SOUTH OF THE CENTERLINE OF THE ENTRANCE,
 JD0074'3.5 FT (1.1 M) WEST OF A CORNER FENCE POST, 1.2 FT (0.4 M) NORTH OF
 JD0074'A FENCE AND 1.3 FT (0.4 M) EAST OF A METAL WITNESS POST PROJECTING
 JD0074'2.5 FT (0.8 M) .  IT IS A STANDARD USC AND GS BENCH MARK DISK SET IN
 JD0074'A CONCRETE MONUMENT STAMPED--K-221 1948 ABOUT 8 IN. BELOW THE GROUND
 JD0074'SURFACE.
 JD0074'STATION AND AZIMUTH MARK TO REACH
 JD0074'TO REACH THE STATION FROM THE JUNCTION OF MO. HWY. 179 AND ROUTE AA IN
 JD0074'JAMESTOWN MO, GO EASTERLY ON HWY. 179 FOR 4.25 MI (6.84 KM) TO THE
 JD0074'SANDY HOOK STORE ON LEFT IN A CURVE TO THE RIGHT (SOUTH). CONTINUE
 JD0074'SOUTH ON HWY. 179 FOR 0.1 MI (0.2 KM) TO A PRIVATE ENTRANCE ON THE
 JD0074'RIGHT AND THE STATION IN THE SW ANGLE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0145 ***********************************************************************
 KD0145  DESIGNATION -  K 222
 KD0145  PID         -  KD0145
 KD0145  STATE/COUNTY-  MO/HOWARD
 KD0145  USGS QUAD   -  FRANKLIN (1971)
 KD0145
 KD0145                         *CURRENT SURVEY CONTROL
 KD0145  ___________________________________________________________________
 KD0145* NAD 83(1986)-  39 01 30.     (N)    092 50 46.     (W)     SCALED    
 KD0145* NAVD 88     -       183.430  (meters)     601.80   (feet)  ADJUSTED  
 KD0145  ___________________________________________________________________
 KD0145  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KD0145  DYNAMIC HT  -         183.314 (meters)     601.42  (feet)  COMP
 KD0145  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 KD0145
 KD0145  VERT ORDER  -  FIRST     CLASS II
 KD0145
 KD0145.The horizontal coordinates were scaled from a topographic map and have
 KD0145.an estimated accuracy of +/- 6 seconds.
 KD0145
 KD0145.The orthometric height was determined by differential leveling
 KD0145.and adjusted by the National Geodetic Survey in June 1991..
 KD0145
 KD0145.The geoid height was determined by GEOID03.
 KD0145
 KD0145.The dynamic height is computed by dividing the NAVD 88
 KD0145.geopotential number by the normal gravity value computed on the
 KD0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0145.degrees latitude (g = 980.6199 gals.).
 KD0145
 KD0145.The modeled gravity was interpolated from observed gravity values.
 KD0145
 KD0145;                    North         East    Units  Estimated Accuracy
 KD0145;SPC MO C     -   354,260.      470,030.      MT  (+/- 180 meters Scaled)
 KD0145
 KD0145                          SUPERSEDED SURVEY CONTROL
 KD0145
 KD0145  NGVD 29 (??/??/92)  183.395  (m)          601.69   (f) ADJ UNCH    1 2
 KD0145
 KD0145.Superseded values are not recommended for survey control.
 KD0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0145.See file dsdata.txt to determine how the superseded data were derived.
 KD0145
 KD0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD133195(NAD 83)
 KD0145_MARKER: DB = BENCH MARK DISK
 KD0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0145_SP_SET: CONCRETE POST
 KD0145_STAMPING: K 222 1948
 KD0145_MARK LOGO: CGS   
 KD0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0145+STABILITY: SURFACE MOTION
 KD0145
 KD0145  HISTORY     - Date     Condition        Report By
 KD0145  HISTORY     - 1948     MONUMENTED       CGS
 KD0145  HISTORY     - 1967     GOOD             NGS
 KD0145  HISTORY     - 1986     GOOD             NGS
 KD0145
 KD0145                          STATION DESCRIPTION
 KD0145
 KD0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0145'3.4 MI SE FROM PETERSBURG.
 KD0145'3.45 MILES SOUTHEAST ALONG THE BOONVILLE-LISBON ROAD FROM THE
 KD0145'SCHOOL AT PETERSBURG, 1.2 MILES NORTHWEST OF THE STEEL BRIDGE OVER
 KD0145'DORTLETT CREEK, 278.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KD0145'C.A. LONG FARMHOUSE, 208.0 FEET WEST OF THE WEST END OF THE NORTH
 KD0145'HEADWALL OF A CONCRETE BRIDGE, 79.0 FEET NORTHWEST OF THE
 KD0145'NORTHWEST CORNER OF A CORN CRIB ON THE SOUTH SIDE OF THE ROAD, 33.0
 KD0145'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE, 32.0 FEET NORTH
 KD0145'OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A POWER LINE
 KD0145'POLE, 1.3 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.7 FEET
 KD0145'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 KD0145'PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- MARK IS 4 INCHES
 KD0145'BELOW THE SURFACE OF THE GROUND AND A METAL WITNESS POST WAS SET
 KD0145'1 FOOT NORTH OF THE MARK
 KD0145
 KD0145                          STATION RECOVERY (1967)
 KD0145
 KD0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0145'RECOVERED IN GOOD CONDITION.
 KD0145
 KD0145                          STATION RECOVERY (1986)
 KD0145
 KD0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0145'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 KD0145'CHANGE--C.A. LONG TO W.M. WITTMEYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0389 ***********************************************************************
 KD0389  DESIGNATION -  K 223
 KD0389  PID         -  KD0389
 KD0389  STATE/COUNTY-  MO/SALINE
 KD0389  USGS QUAD   -  MIAMI (1979)
 KD0389
 KD0389                         *CURRENT SURVEY CONTROL
 KD0389  ___________________________________________________________________
 KD0389* NAD 83(1986)-  39 19 09.     (N)    093 13 25.     (W)     SCALED    
 KD0389* NAVD 88     -       210.312  (meters)     690.00   (feet)  POSTED    
 KD0389  ___________________________________________________________________
 KD0389  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0389  DYNAMIC HT  -         210.190 (meters)     689.60  (feet)  COMP
 KD0389  MODELED GRAV-     980,022.0   (mgal)                       NAVD 88
 KD0389
 KD0389  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0389
 KD0389.The horizontal coordinates were scaled from a topographic map and have
 KD0389.an estimated accuracy of +/- 6 seconds.
 KD0389
 KD0389.The orthometric height was determined by differential leveling
 KD0389.and adjusted by the National Geodetic Survey in 1992..
 KD0389.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0389.rate of 2.1 thru 3.0 mm/km.
 KD0389
 KD0389.The geoid height was determined by GEOID03.
 KD0389
 KD0389.The dynamic height is computed by dividing the NAVD 88
 KD0389.geopotential number by the normal gravity value computed on the
 KD0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0389.degrees latitude (g = 980.6199 gals.).
 KD0389
 KD0389.The modeled gravity was interpolated from observed gravity values.
 KD0389
 KD0389;                    North         East    Units  Estimated Accuracy
 KD0389;SPC MO C     -   387,110.      437,600.      MT  (+/- 180 meters Scaled)
 KD0389
 KD0389                          SUPERSEDED SURVEY CONTROL
 KD0389
 KD0389  NGVD 29 (??/??/92)  210.292  (m)          689.93   (f) ADJ UNCH    1 2
 KD0389
 KD0389.Superseded values are not recommended for survey control.
 KD0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0389.See file dsdata.txt to determine how the superseded data were derived.
 KD0389
 KD0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD807522(NAD 83)
 KD0389_MARKER: DB = BENCH MARK DISK
 KD0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0389_STAMPING: K 223 1948
 KD0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0389+STABILITY: SURFACE MOTION
 KD0389
 KD0389  HISTORY     - Date     Condition        Report By
 KD0389  HISTORY     - 1948     MONUMENTED       CGS
 KD0389
 KD0389                          STATION DESCRIPTION
 KD0389
 KD0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0389'AT MIAMI.
 KD0389'AT MIAMI, 0.5 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END
 KD0389'OF THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER, AT THE
 KD0389'SOUTHEAST CORNER OF THE MIAMI CEMETERY, 74.0 FEET WEST OF THE
 KD0389'CENTER LINE OF THE HIGHWAY, 104.0 FEET SOUTH OF THE CENTER LINE
 KD0389'OF DRIVE TO THE CEMETERY, 9.0 FEET WEST OF 16-INCH WALNUT TREE,
 KD0389'2.0 FEET NORTH OF A FENCE, 2.6 FEET WEST OF REFERENCE POST, SET
 KD0389'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 KD0389'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0802 ***********************************************************************
 JC0802  DESIGNATION -  K 224
 JC0802  PID         -  JC0802
 JC0802  STATE/COUNTY-  MO/CRAWFORD
 JC0802  USGS QUAD   -  CUBA (1980)
 JC0802
 JC0802                         *CURRENT SURVEY CONTROL
 JC0802  ___________________________________________________________________
 JC0802* NAD 83(1986)-  38 02 50.     (N)    091 25 52.     (W)     SCALED    
 JC0802* NAVD 88     -       312.329  (meters)    1024.70   (feet)  ADJUSTED  
 JC0802  ___________________________________________________________________
 JC0802  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JC0802  DYNAMIC HT  -         312.101 (meters)    1023.95  (feet)  COMP
 JC0802  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 JC0802
 JC0802  VERT ORDER  -  FIRST     CLASS II
 JC0802
 JC0802.The horizontal coordinates were scaled from a topographic map and have
 JC0802.an estimated accuracy of +/- 6 seconds.
 JC0802
 JC0802.The orthometric height was determined by differential leveling
 JC0802.and adjusted by the National Geodetic Survey in June 1991..
 JC0802
 JC0802.The geoid height was determined by GEOID03.
 JC0802
 JC0802.The dynamic height is computed by dividing the NAVD 88
 JC0802.geopotential number by the normal gravity value computed on the
 JC0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0802.degrees latitude (g = 980.6199 gals.).
 JC0802
 JC0802.The modeled gravity was interpolated from observed gravity values.
 JC0802
 JC0802;                    North         East    Units  Estimated Accuracy
 JC0802;SPC MO E     -   246,080.      168,280.      MT  (+/- 180 meters Scaled)
 JC0802
 JC0802                          SUPERSEDED SURVEY CONTROL
 JC0802
 JC0802  NGVD 29 (??/??/92)  312.314  (m)         1024.65   (f) ADJ UNCH    1 2
 JC0802
 JC0802.Superseded values are not recommended for survey control.
 JC0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0802.See file dsdata.txt to determine how the superseded data were derived.
 JC0802
 JC0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC376122(NAD 83)
 JC0802_MARKER: DB = BENCH MARK DISK
 JC0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0802_SP_SET: CULVERT
 JC0802_STAMPING: K 224 1949
 JC0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0802
 JC0802  HISTORY     - Date     Condition        Report By
 JC0802  HISTORY     - 1949     MONUMENTED       CGS
 JC0802
 JC0802                          STATION DESCRIPTION
 JC0802
 JC0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0802'2.1 MI SW FROM CUBA.
 JC0802'ABOUT 2.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0802'RAILWAY FROM THE STATION AT CUBA, 3 POLES NORTHEAST OF MILE POST
 JC0802'89, IN THE TOP AND 1.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 JC0802'SOUTHEAST HEADWALL OF A 5 FOOT CONCRETE CULVERT UNDER U.S.
 JC0802'HIGHWAY 66, 55.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 22 FEET
 JC0802'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 JC0802'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0597 ***********************************************************************
 HC0597  DESIGNATION -  K 225
 HC0597  PID         -  HC0597
 HC0597  STATE/COUNTY-  MO/PHELPS
 HC0597  USGS QUAD   -  YANCY MILLS (1982)
 HC0597
 HC0597                         *CURRENT SURVEY CONTROL
 HC0597  ___________________________________________________________________
 HC0597* NAD 83(1986)-  37 47 46.     (N)    091 48 55.     (W)     SCALED    
 HC0597* NAVD 88     -       325.316  (meters)    1067.31   (feet)  ADJUSTED  
 HC0597  ___________________________________________________________________
 HC0597  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HC0597  DYNAMIC HT  -         325.070 (meters)    1066.50  (feet)  COMP
 HC0597  MODELED GRAV-     979,864.2   (mgal)                       NAVD 88
 HC0597
 HC0597  VERT ORDER  -  FIRST     CLASS II
 HC0597
 HC0597.The horizontal coordinates were scaled from a topographic map and have
 HC0597.an estimated accuracy of +/- 6 seconds.
 HC0597
 HC0597.The orthometric height was determined by differential leveling
 HC0597.and adjusted by the National Geodetic Survey in June 1991..
 HC0597
 HC0597.The geoid height was determined by GEOID03.
 HC0597
 HC0597.The dynamic height is computed by dividing the NAVD 88
 HC0597.geopotential number by the normal gravity value computed on the
 HC0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0597.degrees latitude (g = 980.6199 gals.).
 HC0597
 HC0597.The modeled gravity was interpolated from observed gravity values.
 HC0597
 HC0597;                    North         East    Units  Estimated Accuracy
 HC0597;SPC MO C     -   218,020.      560,300.      MT  (+/- 180 meters Scaled)
 HC0597
 HC0597                          SUPERSEDED SURVEY CONTROL
 HC0597
 HC0597  NGVD 29 (??/??/92)  325.245  (m)         1067.07   (f) ADJ UNCH    1 2
 HC0597
 HC0597.Superseded values are not recommended for survey control.
 HC0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0597.See file dsdata.txt to determine how the superseded data were derived.
 HC0597
 HC0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB043838(NAD 83)
 HC0597_MARKER: DB = BENCH MARK DISK
 HC0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0597_STAMPING: K 225 1949
 HC0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0597+STABILITY: SURFACE MOTION
 HC0597
 HC0597  HISTORY     - Date     Condition        Report By
 HC0597  HISTORY     - 1949     MONUMENTED       CGS
 HC0597  HISTORY     - 19890816 MARK NOT FOUND   NGS
 HC0597
 HC0597                          STATION DESCRIPTION
 HC0597
 HC0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0597'11 MI S FROM ROLLA.
 HC0597'ABOUT 11.05 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION
 HC0597'OF U.S. HIGHWAY 66 IN WEST ROLLA, ABOUT 0.8 MILE NORTH OF THE STEEL
 HC0597'BRIDGE ACROSS LITTLE PINEY RIVER, ABOUT 0.1 MILE NORTHEAST OF
 HC0597'THE NORTHEAST END OF A ROCK CUT, AT THE Y JUNCTION OF THE OLD
 HC0597'HIGHWAY LEADING SOUTH, 69 FEET NORTHEAST OF A CORNER IN THE R/W
 HC0597'FENCE, 52 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HC0597'24 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 1 FOOT
 HC0597'NORTHWEST OF THE R/W FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN
 HC0597'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 HC0597'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HC0597
 HC0597                          STATION RECOVERY (1989)
 HC0597
 HC0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0773 ***********************************************************************
 JC0773  DESIGNATION -  K 226
 JC0773  PID         -  JC0773
 JC0773  STATE/COUNTY-  MO/CRAWFORD
 JC0773  USGS QUAD   -  SULLIVAN (1980)
 JC0773
 JC0773                         *CURRENT SURVEY CONTROL
 JC0773  ___________________________________________________________________
 JC0773* NAD 83(1986)-  38 11 51.     (N)    091 10 39.     (W)     SCALED    
 JC0773* NAVD 88     -       298.893  (meters)     980.62   (feet)  ADJUSTED  
 JC0773  ___________________________________________________________________
 JC0773  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JC0773  DYNAMIC HT  -         298.689 (meters)     979.95  (feet)  COMP
 JC0773  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 JC0773
 JC0773  VERT ORDER  -  FIRST     CLASS II
 JC0773
 JC0773.The horizontal coordinates were scaled from a topographic map and have
 JC0773.an estimated accuracy of +/- 6 seconds.
 JC0773
 JC0773.The orthometric height was determined by differential leveling
 JC0773.and adjusted by the National Geodetic Survey in June 1991..
 JC0773
 JC0773.The geoid height was determined by GEOID03.
 JC0773
 JC0773.The dynamic height is computed by dividing the NAVD 88
 JC0773.geopotential number by the normal gravity value computed on the
 JC0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0773.degrees latitude (g = 980.6199 gals.).
 JC0773
 JC0773.The modeled gravity was interpolated from observed gravity values.
 JC0773
 JC0773;                    North         East    Units  Estimated Accuracy
 JC0773;SPC MO E     -   262,570.      190,660.      MT  (+/- 180 meters Scaled)
 JC0773
 JC0773                          SUPERSEDED SURVEY CONTROL
 JC0773
 JC0773  NGVD 29 (??/??/92)  298.911  (m)          980.68   (f) ADJ UNCH    1 2
 JC0773
 JC0773.Superseded values are not recommended for survey control.
 JC0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0773.See file dsdata.txt to determine how the superseded data were derived.
 JC0773
 JC0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC595292(NAD 83)
 JC0773_MARKER: DB = BENCH MARK DISK
 JC0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0773_STAMPING: K 226 1949
 JC0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0773+STABILITY: SURFACE MOTION
 JC0773
 JC0773  HISTORY     - Date     Condition        Report By
 JC0773  HISTORY     - 1949     MONUMENTED       CGS
 JC0773
 JC0773                          STATION DESCRIPTION
 JC0773
 JC0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0773'1.2 MI SW FROM SULLIVAN.
 JC0773'ABOUT 1.25 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0773'RAILWAY FROM THE STATION AT SULLIVAN, THENCE ABOUT 115 YARDS
 JC0773'SOUTHEAST ACROSS THE SULLIVAN AIRPORT, 320 FEET EAST-NORTHEAST OF
 JC0773'THE EAST CORNER OF 2 STORY FARM HOUSE HOUSING THE AIRPORT OFFICE,
 JC0773'3.3 FEET NORTH OF PIPE SUPPORTING WIND SOCK AND NEAR THE CENTER
 JC0773'OF A CIRCLE OF WHITE PAINTED CONCRETE SLABS, ABOUT LEVEL WITH THE
 JC0773'GROUND AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0422 ***********************************************************************
 JC0422  DESIGNATION -  K 227
 JC0422  PID         -  JC0422
 JC0422  STATE/COUNTY-  MO/FRANKLIN
 JC0422  USGS QUAD   -  ST CLAIR (1969)
 JC0422
 JC0422                         *CURRENT SURVEY CONTROL
 JC0422  ___________________________________________________________________
 JC0422* NAD 83(1986)-  38 22 07.     (N)    090 57 37.     (W)     SCALED    
 JC0422* NAVD 88     -       229.157  (meters)     751.83   (feet)  ADJUSTED  
 JC0422  ___________________________________________________________________
 JC0422  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JC0422  DYNAMIC HT  -         229.005 (meters)     751.33  (feet)  COMP
 JC0422  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 JC0422
 JC0422  VERT ORDER  -  FIRST     CLASS II
 JC0422
 JC0422.The horizontal coordinates were scaled from a topographic map and have
 JC0422.an estimated accuracy of +/- 6 seconds.
 JC0422
 JC0422.The orthometric height was determined by differential leveling
 JC0422.and adjusted by the National Geodetic Survey in June 1991..
 JC0422
 JC0422.The geoid height was determined by GEOID03.
 JC0422
 JC0422.The dynamic height is computed by dividing the NAVD 88
 JC0422.geopotential number by the normal gravity value computed on the
 JC0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0422.degrees latitude (g = 980.6199 gals.).
 JC0422
 JC0422.The modeled gravity was interpolated from observed gravity values.
 JC0422
 JC0422;                    North         East    Units  Estimated Accuracy
 JC0422;SPC MO E     -   281,450.      209,780.      MT  (+/- 180 meters Scaled)
 JC0422
 JC0422                          SUPERSEDED SURVEY CONTROL
 JC0422
 JC0422  NGVD 29 (??/??/92)  229.206  (m)          751.99   (f) ADJ UNCH    1 2
 JC0422
 JC0422.Superseded values are not recommended for survey control.
 JC0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0422.See file dsdata.txt to determine how the superseded data were derived.
 JC0422
 JC0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC781486(NAD 83)
 JC0422_MARKER: DB = BENCH MARK DISK
 JC0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0422_STAMPING: K 227 1949
 JC0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0422+STABILITY: SURFACE MOTION
 JC0422
 JC0422  HISTORY     - Date     Condition        Report By
 JC0422  HISTORY     - 1949     MONUMENTED       CGS
 JC0422
 JC0422                          STATION DESCRIPTION
 JC0422
 JC0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0422'2 MI NE FROM ST CLAIR.
 JC0422'ABOUT 2.05 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0422'RAILWAY FROM THE STATION AT ST. CLAIR, AT A PUBLIC ROAD CROSSING,
 JC0422'128 FEET SOUTH-SOUTHEAST AND ACROSS TRACK FROM THE CROSSING
 JC0422'SIGN, 123 FEET EAST AND ACROSS THE TRACK FROM MILE POLE 50-12,
 JC0422'100 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE CROSSING, 85.5
 JC0422'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 22 FEET EAST OF THE
 JC0422'CENTER OF THE JUNCTION OF THE CROSSING ROAD AND A GRAVEL ROAD,
 JC0422'1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 JC0422'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK
 JC0422'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0749 ***********************************************************************
 HD0749  DESIGNATION -  K 23
 HD0749  PID         -  HD0749
 HD0749  STATE/COUNTY-  MO/GREENE
 HD0749  USGS QUAD   -  WALNUT GROVE (1975)
 HD0749
 HD0749                         *CURRENT SURVEY CONTROL
 HD0749  ___________________________________________________________________
 HD0749* NAD 83(1986)-  37 24 39.     (N)    093 32 11.     (W)     SCALED    
 HD0749* NAVD 88     -       364.846  (meters)    1197.00   (feet)  ADJUSTED  
 HD0749  ___________________________________________________________________
 HD0749  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HD0749  DYNAMIC HT  -         364.554 (meters)    1196.04  (feet)  COMP
 HD0749  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 HD0749
 HD0749  VERT ORDER  -  SECOND    CLASS 0
 HD0749
 HD0749.The horizontal coordinates were scaled from a topographic map and have
 HD0749.an estimated accuracy of +/- 6 seconds.
 HD0749
 HD0749.The orthometric height was determined by differential leveling
 HD0749.and adjusted by the National Geodetic Survey in June 1991..
 HD0749
 HD0749.The geoid height was determined by GEOID03.
 HD0749
 HD0749.The dynamic height is computed by dividing the NAVD 88
 HD0749.geopotential number by the normal gravity value computed on the
 HD0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0749.degrees latitude (g = 980.6199 gals.).
 HD0749
 HD0749.The modeled gravity was interpolated from observed gravity values.
 HD0749
 HD0749;                    North         East    Units  Estimated Accuracy
 HD0749;SPC MO C     -   175,550.      408,250.      MT  (+/- 180 meters Scaled)
 HD0749
 HD0749                          SUPERSEDED SURVEY CONTROL
 HD0749
 HD0749.No superseded survey control is available for this station.
 HD0749
 HD0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB525405(NAD 83)
 HD0749_MARKER: DB = BENCH MARK DISK
 HD0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0749_STAMPING: K 23 1934
 HD0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0749+STABILITY: SURFACE MOTION
 HD0749
 HD0749  HISTORY     - Date     Condition        Report By
 HD0749  HISTORY     - 1934     MONUMENTED       CGS
 HD0749
 HD0749                          STATION DESCRIPTION
 HD0749
 HD0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0749'AT WALNUT GROVE.
 HD0749'AT WALNUT GROVE, GREENE COUNTY, 69 FEET EAST OF THE NORTHEAST
 HD0749'CORNER OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 65 FEET
 HD0749'SOUTHEAST OF THE CENTER OF A GRAVEL-ROAD CROSSING, 48 FEET EAST
 HD0749'OF THE CENTERLINE OF THE TRACK, AND 26 FEET SOUTH OF THE
 HD0749'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED K 23 1934 AND
 HD0749'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0199 ***********************************************************************
 HE0199  DESIGNATION -  K 23
 HE0199  PID         -  HE0199
 HE0199  STATE/COUNTY-  MO/BARTON
 HE0199  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0199
 HE0199                         *CURRENT SURVEY CONTROL
 HE0199  ___________________________________________________________________
 HE0199* NAD 83(1986)-  37 24 55.     (N)    094 16 53.     (W)     SCALED    
 HE0199* NAVD 88     -       287.46   (+/-2cm)     943.1    (feet)  VERTCON   
 HE0199  ___________________________________________________________________
 HE0199  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HE0199
 HE0199  VERT ORDER  -  ? (See Below)
 HE0199
 HE0199.The horizontal coordinates were scaled from a topographic map and have
 HE0199.an estimated accuracy of +/- 6 seconds.
 HE0199
 HE0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0199.The vertical order pertains to the NGVD 29 superseded value.
 HE0199
 HE0199.The geoid height was determined by GEOID03.
 HE0199
 HE0199;                    North         East    Units  Estimated Accuracy
 HE0199;SPC MO W     -   138,580.      869,350.      MT  (+/- 180 meters Scaled)
 HE0199
 HE0199                          SUPERSEDED SURVEY CONTROL
 HE0199
 HE0199  NGVD 29 (??/??/92)  287.341  (m)          942.72   (f) ADJ UNCH    ?  
 HE0199
 HE0199.Superseded values are not recommended for survey control.
 HE0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0199.See file dsdata.txt to determine how the superseded data were derived.
 HE0199
 HE0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB866417(NAD 83)
 HE0199_MARKER: DD = SURVEY DISK
 HE0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0199_STAMPING: K 23 1938
 HE0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0199+STABILITY: SURFACE MOTION
 HE0199
 HE0199  HISTORY     - Date     Condition        Report By
 HE0199  HISTORY     - 1938     MONUMENTED       USGS
 HE0199  HISTORY     - 1945     GOOD             NGS
 HE0199
 HE0199                          STATION DESCRIPTION
 HE0199
 HE0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HE0199'AT BOSTON.
 HE0199'AT BOSTON, BARTON COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 16
 HE0199'FEET SOUTH AND 43 FEET WEST OF THE STATION, IN THE SOUTHWEST
 HE0199'QUARTER OF SECTION 19, T 31 N, R 30 W, 28 FEET EAST OF A ROAD,
 HE0199'AND 26 FEET WEST OF THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD
 HE0199'DISK, STAMPED K 23 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0131 ***********************************************************************
 KE0131  DESIGNATION -  K 231
 KE0131  PID         -  KE0131
 KE0131  STATE/COUNTY-  MO/JACKSON
 KE0131  USGS QUAD   -  INDEPENDENCE (1990)
 KE0131
 KE0131                         *CURRENT SURVEY CONTROL
 KE0131  ___________________________________________________________________
 KE0131* NAD 83(1986)-  39 00 48.     (N)    094 24 45.     (W)     SCALED    
 KE0131* NAVD 88     -       262.415  (meters)     860.94   (feet)  ADJUSTED  
 KE0131  ___________________________________________________________________
 KE0131  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE0131  DYNAMIC HT  -         262.243 (meters)     860.38  (feet)  COMP
 KE0131  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 KE0131
 KE0131  VERT ORDER  -  FIRST     CLASS II
 KE0131
 KE0131.The horizontal coordinates were scaled from a topographic map and have
 KE0131.an estimated accuracy of +/- 6 seconds.
 KE0131
 KE0131.The orthometric height was determined by differential leveling
 KE0131.and adjusted by the National Geodetic Survey in June 1991..
 KE0131
 KE0131.The geoid height was determined by GEOID03.
 KE0131
 KE0131.The dynamic height is computed by dividing the NAVD 88
 KE0131.geopotential number by the normal gravity value computed on the
 KE0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0131.degrees latitude (g = 980.6199 gals.).
 KE0131
 KE0131.The modeled gravity was interpolated from observed gravity values.
 KE0131
 KE0131;                    North         East    Units  Estimated Accuracy
 KE0131;SPC MO W     -   315,930.      857,580.      MT  (+/- 180 meters Scaled)
 KE0131
 KE0131                          SUPERSEDED SURVEY CONTROL
 KE0131
 KE0131  NGVD 29 (??/??/92)  262.336  (m)          860.68   (f) ADJ UNCH    1 2
 KE0131
 KE0131.Superseded values are not recommended for survey control.
 KE0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0131.See file dsdata.txt to determine how the superseded data were derived.
 KE0131
 KE0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD777192(NAD 83)
 KE0131_MARKER: DB = BENCH MARK DISK
 KE0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0131_SP_SET: PIER
 KE0131_STAMPING: K 231 1950
 KE0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0131
 KE0131  HISTORY     - Date     Condition        Report By
 KE0131  HISTORY     - 1950     MONUMENTED       CGS
 KE0131  HISTORY     - 1960     GOOD             NGS
 KE0131  HISTORY     - 1981     GOOD             NGS
 KE0131
 KE0131                          STATION DESCRIPTION
 KE0131
 KE0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KE0131'1.6 MI N FROM LITTLE BLUE.
 KE0131'1.6 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0131'CROSSING OF LITTLE BLUE ROAD AT LITTLE BLUE, AT A RAILROAD
 KE0131'UNDERPASS, 2 POLES SOUTH OF MILEPOST 267.20, 9.2 FEET EAST OF
 KE0131'THE EAST RAIL, SET VERTICALLY IN THE SOUTH FACE OF THE EAST
 KE0131'PIER OF THE UNDERPASS.
 KE0131
 KE0131                          STATION RECOVERY (1960)
 KE0131
 KE0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0131'RECOVERED IN GOOD CONDITION.
 KE0131
 KE0131                          STATION RECOVERY (1981)
 KE0131
 KE0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0131'IN THE SOUTHEAST PART OF KANSAS CITY, 114 MILE EAST ALONG 59TH STREET
 KE0131'FROM NOLAND ROAD, AT THE MISSOURI PACIFIC RAILROAD UNDERPASS, UNDER
 KE0131'59TH STREET, SET VERTICALLY IN THE SOUTH FALL OF THE EAST PIER OF THE
 KE0131'UNDERPASS, 9.2 FEET EAST OF THE EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0804 ***********************************************************************
 JD0804  DESIGNATION -  K 232
 JD0804  PID         -  JD0804
 JD0804  STATE/COUNTY-  MO/PETTIS
 JD0804  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0804
 JD0804                         *CURRENT SURVEY CONTROL
 JD0804  ___________________________________________________________________
 JD0804* NAD 83(1986)-  38 53 04.     (N)    093 26 12.     (W)     SCALED    
 JD0804* NAVD 88     -       213.772  (meters)     701.35   (feet)  ADJUSTED  
 JD0804  ___________________________________________________________________
 JD0804  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0804  DYNAMIC HT  -         213.631 (meters)     700.89  (feet)  COMP
 JD0804  MODELED GRAV-     979,967.0   (mgal)                       NAVD 88
 JD0804
 JD0804  VERT ORDER  -  FIRST     CLASS II
 JD0804
 JD0804.The horizontal coordinates were scaled from a topographic map and have
 JD0804.an estimated accuracy of +/- 6 seconds.
 JD0804
 JD0804.The orthometric height was determined by differential leveling
 JD0804.and adjusted by the National Geodetic Survey in June 1991..
 JD0804
 JD0804.The geoid height was determined by GEOID03.
 JD0804
 JD0804.The dynamic height is computed by dividing the NAVD 88
 JD0804.geopotential number by the normal gravity value computed on the
 JD0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0804.degrees latitude (g = 980.6199 gals.).
 JD0804
 JD0804.The modeled gravity was interpolated from observed gravity values.
 JD0804
 JD0804;                    North         East    Units  Estimated Accuracy
 JD0804;SPC MO C     -   339,020.      418,730.      MT  (+/- 180 meters Scaled)
 JD0804
 JD0804                          SUPERSEDED SURVEY CONTROL
 JD0804
 JD0804  NGVD 29 (??/??/92)  213.683  (m)          701.06   (f) ADJ UNCH    1 2
 JD0804
 JD0804.Superseded values are not recommended for survey control.
 JD0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0804.See file dsdata.txt to determine how the superseded data were derived.
 JD0804
 JD0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD621040(NAD 83)
 JD0804_MARKER: DB = BENCH MARK DISK
 JD0804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0804_SP_SET: BRIDGE ABUTMENT
 JD0804_STAMPING: K 232 1950
 JD0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0804
 JD0804  HISTORY     - Date     Condition        Report By
 JD0804  HISTORY     - 1950     MONUMENTED       CGS
 JD0804  HISTORY     - 1962     GOOD             NGS
 JD0804
 JD0804                          STATION DESCRIPTION
 JD0804
 JD0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JD0804'6.8 MI S FROM SWEET SPRINGS.
 JD0804'0.2 MILE SOUTH ALONG MILLER STREET FROM THE MISSOURI PACIFIC
 JD0804'RAILROAD STATION AT SWEET SPRINGS, THENCE 6.65 MILES SOUTH ALONG
 JD0804'STATE HIGHWAY 127, 0.15 MILE NORTH OF AN S CURVE, SET IN THE TOP
 JD0804'OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A 24 FT X 92 FT
 JD0804'BRIDGE OVER BEAR BRANCH CREEK, 12 FEET WEST OF THE CENTER LINE
 JD0804'OF THE HIGHWAY, 0.6 FOOT WEST OF THE WEST STEEL RAILING OF THE
 JD0804'BRIDGE, AND ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JD0804
 JD0804                          STATION RECOVERY (1962)
 JD0804
 JD0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0196 ***********************************************************************
 HE0196  DESIGNATION -  K 24
 HE0196  PID         -  HE0196
 HE0196  STATE/COUNTY-  MO/BARTON
 HE0196  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0196
 HE0196                         *CURRENT SURVEY CONTROL
 HE0196  ___________________________________________________________________
 HE0196* NAD 83(1986)-  37 23 02.     (N)    094 17 24.     (W)     SCALED    
 HE0196* NAVD 88     -       288.13   (+/-2cm)     945.3    (feet)  VERTCON   
 HE0196  ___________________________________________________________________
 HE0196  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HE0196
 HE0196  VERT ORDER  -  ? (See Below)
 HE0196
 HE0196.The horizontal coordinates were scaled from a topographic map and have
 HE0196.an estimated accuracy of +/- 6 seconds.
 HE0196
 HE0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0196.The vertical order pertains to the NGVD 29 superseded value.
 HE0196
 HE0196.The geoid height was determined by GEOID03.
 HE0196
 HE0196;                    North         East    Units  Estimated Accuracy
 HE0196;SPC MO W     -   135,090.      868,600.      MT  (+/- 180 meters Scaled)
 HE0196
 HE0196                          SUPERSEDED SURVEY CONTROL
 HE0196
 HE0196  NGVD 29 (??/??/92)  288.018  (m)          944.94   (f) ADJ UNCH    ?  
 HE0196
 HE0196.Superseded values are not recommended for survey control.
 HE0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0196.See file dsdata.txt to determine how the superseded data were derived.
 HE0196
 HE0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB857382(NAD 83)
 HE0196_MARKER: DD = SURVEY DISK
 HE0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0196_STAMPING: K 24 1938
 HE0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0196+STABILITY: SURFACE MOTION
 HE0196
 HE0196  HISTORY     - Date     Condition        Report By
 HE0196  HISTORY     - 1938     MONUMENTED       USGS
 HE0196  HISTORY     - 1945     GOOD             NGS
 HE0196
 HE0196                          STATION DESCRIPTION
 HE0196
 HE0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HE0196'2.2 MI S FROM BOSTON.
 HE0196'2.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM BOSTON,
 HE0196'BARTON COUNTY, 220 FEET SOUTHEAST OF CONCRETE MILEPOST 350,
 HE0196'IN THE SOUTHEAST QUARTER OF SECTION 36, T 31 N, R 31 W, AT A
 HE0196'ROAD CROSSING, 44 FEET NORTH OF THE ROAD, AND 44 FEET EAST OF
 HE0196'THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HE0196'K 24 1938 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0815 ***********************************************************************
 HD0815  DESIGNATION -  K 24
 HD0815  PID         -  HD0815
 HD0815  STATE/COUNTY-  MO/CEDAR
 HD0815  USGS QUAD   -  FILLEY (1991)
 HD0815
 HD0815                         *CURRENT SURVEY CONTROL
 HD0815  ___________________________________________________________________
 HD0815* NAD 83(1986)-  37 46 03.     (N)    093 59 08.     (W)     SCALED    
 HD0815* NAVD 88     -       287.074  (meters)     941.84   (feet)  ADJUSTED  
 HD0815  ___________________________________________________________________
 HD0815  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HD0815  DYNAMIC HT  -         286.859 (meters)     941.14  (feet)  COMP
 HD0815  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 HD0815
 HD0815  VERT ORDER  -  SECOND    CLASS 0
 HD0815
 HD0815.The horizontal coordinates were scaled from a topographic map and have
 HD0815.an estimated accuracy of +/- 6 seconds.
 HD0815
 HD0815.The orthometric height was determined by differential leveling
 HD0815.and adjusted by the National Geodetic Survey in June 1991..
 HD0815
 HD0815.The geoid height was determined by GEOID03.
 HD0815
 HD0815.The dynamic height is computed by dividing the NAVD 88
 HD0815.geopotential number by the normal gravity value computed on the
 HD0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0815.degrees latitude (g = 980.6199 gals.).
 HD0815
 HD0815.The modeled gravity was interpolated from observed gravity values.
 HD0815
 HD0815;                    North         East    Units  Estimated Accuracy
 HD0815;SPC MO W     -   177,770.      895,330.      MT  (+/- 180 meters Scaled)
 HD0815
 HD0815                          SUPERSEDED SURVEY CONTROL
 HD0815
 HD0815  NGVD 29 (??/??/92)  286.979  (m)          941.53   (f) ADJ UNCH    2 0
 HD0815
 HD0815.Superseded values are not recommended for survey control.
 HD0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0815.See file dsdata.txt to determine how the superseded data were derived.
 HD0815
 HD0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB131804(NAD 83)
 HD0815_MARKER: DB = BENCH MARK DISK
 HD0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0815_STAMPING: K 24 1934
 HD0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0815+STABILITY: SURFACE MOTION
 HD0815
 HD0815  HISTORY     - Date     Condition        Report By
 HD0815  HISTORY     - 1934     MONUMENTED       CGS
 HD0815  HISTORY     - 1963     GOOD             NGS
 HD0815  HISTORY     - 19881128 MARK NOT FOUND   USPSQD
 HD0815
 HD0815                          STATION DESCRIPTION
 HD0815
 HD0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0815'2.4 MI NW FROM FILLEY.
 HD0815'2.45 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE CHRISTIAN
 HD0815'CHURCH AT FILLEY, AT THE SOUTHWEST CORNER OF A CEMETERY, 31 FEET
 HD0815'NORTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF THE
 HD0815'CENTER LINE OF A ROAD LEADING NORTH, 3 FEET WEST OF A POWER
 HD0815'POLE, 2 FEET SOUTH OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS
 HD0815'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE
 HD0815'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 HD0815
 HD0815                          STATION RECOVERY (1988)
 HD0815
 HD0815'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDS)
 HD0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1454 ***********************************************************************
 JD1454  DESIGNATION -  K 245
 JD1454  PID         -  JD1454
 JD1454  STATE/COUNTY-  MO/HENRY
 JD1454  USGS QUAD   -  CALHOUN EAST (1981)
 JD1454
 JD1454                         *CURRENT SURVEY CONTROL
 JD1454  ___________________________________________________________________
 JD1454* NAD 83(1986)-  38 28 43.     (N)    093 35 11.     (W)     SCALED    
 JD1454* NAVD 88     -       230.183  (meters)     755.19   (feet)  ADJUSTED  
 JD1454  ___________________________________________________________________
 JD1454  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JD1454  DYNAMIC HT  -         230.023 (meters)     754.67  (feet)  COMP
 JD1454  MODELED GRAV-     979,928.5   (mgal)                       NAVD 88
 JD1454
 JD1454  VERT ORDER  -  SECOND    CLASS 0
 JD1454
 JD1454.The horizontal coordinates were scaled from a topographic map and have
 JD1454.an estimated accuracy of +/- 6 seconds.
 JD1454
 JD1454.The orthometric height was determined by differential leveling
 JD1454.and adjusted by the National Geodetic Survey in June 1991..
 JD1454
 JD1454.The geoid height was determined by GEOID03.
 JD1454
 JD1454.The dynamic height is computed by dividing the NAVD 88
 JD1454.geopotential number by the normal gravity value computed on the
 JD1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1454.degrees latitude (g = 980.6199 gals.).
 JD1454
 JD1454.The modeled gravity was interpolated from observed gravity values.
 JD1454
 JD1454;                    North         East    Units  Estimated Accuracy
 JD1454;SPC MO W     -   256,970.      929,720.      MT  (+/- 180 meters Scaled)
 JD1454
 JD1454                          SUPERSEDED SURVEY CONTROL
 JD1454
 JD1454  NGVD 29 (??/??/92)  230.069  (m)          754.82   (f) ADJ UNCH    2 0
 JD1454
 JD1454.Superseded values are not recommended for survey control.
 JD1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1454.See file dsdata.txt to determine how the superseded data were derived.
 JD1454
 JD1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC488590(NAD 83)
 JD1454_MARKER: DB = BENCH MARK DISK
 JD1454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1454_SP_SET: CULVERT
 JD1454_STAMPING: K 245 1962
 JD1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1454
 JD1454  HISTORY     - Date     Condition        Report By
 JD1454  HISTORY     - 1962     MONUMENTED       CGS
 JD1454
 JD1454                          STATION DESCRIPTION
 JD1454
 JD1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1454'2.4 MI NE FROM CALHOUN.
 JD1454'ABOUT 2.4 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1454'RAILROAD FROM THE STATION AT CALHOUN, IN SECTION 29, T 43 N,
 JD1454'R 24 W, 2 POLES SOUTHWEST OF MILEPOST 253, 15 1/2 FEET SOUTHEAST
 JD1454'OF THE SOUTHEAST RAIL, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 JD1454'RAIL, AND SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 JD1454'CONCRETE HEADWALL OF A COUBLE CHANNEL CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0866 ***********************************************************************
 JD0866  DESIGNATION -  K 246
 JD0866  PID         -  JD0866
 JD0866  STATE/COUNTY-  MO/PETTIS
 JD0866  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD0866
 JD0866                         *CURRENT SURVEY CONTROL
 JD0866  ___________________________________________________________________
 JD0866* NAD 83(1986)-  38 31 09.     (N)    093 28 32.     (W)     SCALED    
 JD0866* NAVD 88     -       279.928  (meters)     918.40   (feet)  ADJUSTED  
 JD0866  ___________________________________________________________________
 JD0866  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD0866  DYNAMIC HT  -         279.731 (meters)     917.75  (feet)  COMP
 JD0866  MODELED GRAV-     979,918.2   (mgal)                       NAVD 88
 JD0866
 JD0866  VERT ORDER  -  SECOND    CLASS 0
 JD0866
 JD0866.The horizontal coordinates were scaled from a topographic map and have
 JD0866.an estimated accuracy of +/- 6 seconds.
 JD0866
 JD0866.The orthometric height was determined by differential leveling
 JD0866.and adjusted by the National Geodetic Survey in June 1991..
 JD0866
 JD0866.The geoid height was determined by GEOID03.
 JD0866
 JD0866.The dynamic height is computed by dividing the NAVD 88
 JD0866.geopotential number by the normal gravity value computed on the
 JD0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0866.degrees latitude (g = 980.6199 gals.).
 JD0866
 JD0866.The modeled gravity was interpolated from observed gravity values.
 JD0866
 JD0866;                    North         East    Units  Estimated Accuracy
 JD0866;SPC MO C     -   298,510.      414,930.      MT  (+/- 180 meters Scaled)
 JD0866
 JD0866                          SUPERSEDED SURVEY CONTROL
 JD0866
 JD0866  NGVD 29 (??/??/92)  279.811  (m)          918.01   (f) ADJ UNCH    2 0
 JD0866
 JD0866.Superseded values are not recommended for survey control.
 JD0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0866.See file dsdata.txt to determine how the superseded data were derived.
 JD0866
 JD0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC585635(NAD 83)
 JD0866_MARKER: DB = BENCH MARK DISK
 JD0866_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0866_SP_SET: 12 1/2 FEET
 JD0866_STAMPING: K 246 1962
 JD0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0866
 JD0866  HISTORY     - Date     Condition        Report By
 JD0866  HISTORY     - 1962     MONUMENTED       CGS
 JD0866  HISTORY     - 1963     GOOD             NGS
 JD0866
 JD0866                          STATION DESCRIPTION
 JD0866
 JD0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0866'2.6 MI E FROM WINDSOR.
 JD0866'ABOUT 2.55 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0866'RAILROAD FROM THE STATION AT WINDSOR, IN SECTION 8, T 43 N, R 23 W,
 JD0866'6 POLES EAST OF MILEPOST 214, 46 FEET SOUTH OF THE SOUTH RAIL,
 JD0866'58 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD
 JD0866'AND A DIRT ROAD, 40 FEET WEST OF THE CENTER LINE OF THE DIRT
 JD0866'ROAD, 142 FEET EAST OF A 26-INCH OAK TREE, 27 FEET NORTHWEST
 JD0866'OF A TELEPHONE POLE, 16 1/2 FEET WEST OF A CORNER FENCE POST,
 JD0866'1 FOOT NORTH OF A FENCE, 1.8 FEET SOUTHEAST OF A METAL WITNESS
 JD0866'POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND ON
 JD0866'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 JD0866'DEPTH OF 12 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 JD0866'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0940 ***********************************************************************
 HD0940  DESIGNATION -  K 247
 HD0940  PID         -  HD0940
 HD0940  STATE/COUNTY-  MO/ST CLAIR
 HD0940  USGS QUAD   -  ROSCOE (1991)
 HD0940
 HD0940                         *CURRENT SURVEY CONTROL
 HD0940  ___________________________________________________________________
 HD0940* NAD 83(1986)-  37 55 23.     (N)    093 51 44.     (W)     SCALED    
 HD0940* NAVD 88     -       251.181  (meters)     824.08   (feet)  ADJUSTED  
 HD0940  ___________________________________________________________________
 HD0940  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HD0940  DYNAMIC HT  -         250.994 (meters)     823.47  (feet)  COMP
 HD0940  MODELED GRAV-     979,878.1   (mgal)                       NAVD 88
 HD0940
 HD0940  VERT ORDER  -  SECOND    CLASS 0
 HD0940
 HD0940.The horizontal coordinates were scaled from a topographic map and have
 HD0940.an estimated accuracy of +/- 6 seconds.
 HD0940
 HD0940.The orthometric height was determined by differential leveling
 HD0940.and adjusted by the National Geodetic Survey in June 1991..
 HD0940
 HD0940.The geoid height was determined by GEOID03.
 HD0940
 HD0940.The dynamic height is computed by dividing the NAVD 88
 HD0940.geopotential number by the normal gravity value computed on the
 HD0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0940.degrees latitude (g = 980.6199 gals.).
 HD0940
 HD0940.The modeled gravity was interpolated from observed gravity values.
 HD0940
 HD0940;                    North         East    Units  Estimated Accuracy
 HD0940;SPC MO W     -   195,100.      906,070.      MT  (+/- 180 meters Scaled)
 HD0940
 HD0940                          SUPERSEDED SURVEY CONTROL
 HD0940
 HD0940  NGVD 29 (??/??/92)  251.069  (m)          823.72   (f) ADJ UNCH    2 0
 HD0940
 HD0940.Superseded values are not recommended for survey control.
 HD0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0940.See file dsdata.txt to determine how the superseded data were derived.
 HD0940
 HD0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB242976(NAD 83)
 HD0940_MARKER: DB = BENCH MARK DISK
 HD0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0940_STAMPING: K 247 1962
 HD0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0940+STABILITY: SURFACE MOTION
 HD0940
 HD0940  HISTORY     - Date     Condition        Report By
 HD0940  HISTORY     - 1962     MONUMENTED       CGS
 HD0940  HISTORY     - 19880314 MARK NOT FOUND   USPSQD
 HD0940
 HD0940                          STATION DESCRIPTION
 HD0940
 HD0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HD0940'5.4 MI SW FROM ROSCOE.
 HD0940'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE INTERSECTION
 HD0940'OF STATE HIGHWAY 82 AND COUNTY ROAD E AT ROSCOE, THENCE 2.0 MILES
 HD0940'SOUTH ALONG A DIRT ROAD, AT A JOG IN THE ROAD, 50 FEET SOUTH
 HD0940'OF THE CENTER LINE OF THE ROAD, 61 FEET SOUTHEAST OF A FENCE
 HD0940'CORNER, 12 FEET EAST OF A POWER POLE, 1.5 FEET WEST OF A METAL
 HD0940'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 HD0940'CONCRETE POST PROJECTING 7 INCHES.
 HD0940
 HD0940                          STATION RECOVERY (1988)
 HD0940
 HD0940'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJS)
 HD0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0984 ***********************************************************************
 HD0984  DESIGNATION -  K 248
 HD0984  PID         -  HD0984
 HD0984  STATE/COUNTY-  MO/CEDAR
 HD0984  USGS QUAD   -  FILLEY (1991)
 HD0984
 HD0984                         *CURRENT SURVEY CONTROL
 HD0984  ___________________________________________________________________
 HD0984* NAD 83(1986)-  37 51 58.     (N)    093 55 11.     (W)     SCALED    
 HD0984* NAVD 88     -       289.508  (meters)     949.83   (feet)  ADJUSTED  
 HD0984  ___________________________________________________________________
 HD0984  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 HD0984  DYNAMIC HT  -         289.290 (meters)     949.11  (feet)  COMP
 HD0984  MODELED GRAV-     979,869.9   (mgal)                       NAVD 88
 HD0984
 HD0984  VERT ORDER  -  SECOND    CLASS 0
 HD0984
 HD0984.The horizontal coordinates were scaled from a topographic map and have
 HD0984.an estimated accuracy of +/- 6 seconds.
 HD0984
 HD0984.The orthometric height was determined by differential leveling
 HD0984.and adjusted by the National Geodetic Survey in June 1991..
 HD0984
 HD0984.The geoid height was determined by GEOID03.
 HD0984
 HD0984.The dynamic height is computed by dividing the NAVD 88
 HD0984.geopotential number by the normal gravity value computed on the
 HD0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0984.degrees latitude (g = 980.6199 gals.).
 HD0984
 HD0984.The modeled gravity was interpolated from observed gravity values.
 HD0984
 HD0984;                    North         East    Units  Estimated Accuracy
 HD0984;SPC MO W     -   188,750.      901,060.      MT  (+/- 180 meters Scaled)
 HD0984
 HD0984                          SUPERSEDED SURVEY CONTROL
 HD0984
 HD0984  NGVD 29 (??/??/92)  289.400  (m)          949.47   (f) ADJ UNCH    2 0
 HD0984
 HD0984.Superseded values are not recommended for survey control.
 HD0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0984.See file dsdata.txt to determine how the superseded data were derived.
 HD0984
 HD0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB191913(NAD 83)
 HD0984_MARKER: DB = BENCH MARK DISK
 HD0984_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HD0984_SP_SET: 6 FEET
 HD0984_STAMPING: K 248 1963
 HD0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0984
 HD0984  HISTORY     - Date     Condition        Report By
 HD0984  HISTORY     - 1963     MONUMENTED       CGS
 HD0984
 HD0984                          STATION DESCRIPTION
 HD0984
 HD0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HD0984'1.6 MI W FROM CEDAR SPRINGS.
 HD0984'1.55 MILES WEST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION WITH
 HD0984'STATE ROAD DD AND STATE HIGHWAY 39 AT CEDAR SPRINGS, IN SECTION
 HD0984'29, T 36 N, R 27 W, 67 FEET SOUTH-SOUTHEAST OF THE CENTER LINE
 HD0984'OF THE HIGHWAY, 85 FEET SOUTH OF THE CENTER OF THE INTERSECTION
 HD0984'WITH A DIRT ROAD, 25 FEET SOUTH OF A BRACED POWER POLE, 22 FEET
 HD0984'WEST OF THE CENTER LINE OF A DIRT ROAD, 11 1/2 FEET NORTH OF A
 HD0984'12-INCH TREE WHICH IS AT THE NORTH END OF A ROW OF TREES, 1.5
 HD0984'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 HD0984'OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 HD0984'THAT IS DRIVEN TO A DEPTH OF 6 FEET AND IS ENCASED IN A 6-INCH
 HD0984'TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1763 ***********************************************************************
 JD1763  DESIGNATION -  K 249
 JD1763  PID         -  JD1763
 JD1763  STATE/COUNTY-  MO/ST CLAIR
 JD1763  USGS QUAD   -  OHIO (1961)
 JD1763
 JD1763                         *CURRENT SURVEY CONTROL
 JD1763  ___________________________________________________________________
 JD1763* NAD 83(1986)-  38 07 37.     (N)    093 50 32.     (W)     SCALED    
 JD1763* NAVD 88     -       232.677  (meters)     763.37   (feet)  ADJUSTED  
 JD1763  ___________________________________________________________________
 JD1763  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JD1763  DYNAMIC HT  -         232.509 (meters)     762.82  (feet)  COMP
 JD1763  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 JD1763
 JD1763  VERT ORDER  -  SECOND    CLASS 0
 JD1763
 JD1763.The horizontal coordinates were scaled from a topographic map and have
 JD1763.an estimated accuracy of +/- 6 seconds.
 JD1763
 JD1763.The orthometric height was determined by differential leveling
 JD1763.and adjusted by the National Geodetic Survey in June 1991..
 JD1763
 JD1763.The geoid height was determined by GEOID03.
 JD1763
 JD1763.The dynamic height is computed by dividing the NAVD 88
 JD1763.geopotential number by the normal gravity value computed on the
 JD1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1763.degrees latitude (g = 980.6199 gals.).
 JD1763
 JD1763.The modeled gravity was interpolated from observed gravity values.
 JD1763
 JD1763;                    North         East    Units  Estimated Accuracy
 JD1763;SPC MO W     -   217,740.      907,670.      MT  (+/- 180 meters Scaled)
 JD1763
 JD1763                          SUPERSEDED SURVEY CONTROL
 JD1763
 JD1763  NGVD 29 (??/??/92)  232.566  (m)          763.01   (f) ADJ UNCH    2 0
 JD1763
 JD1763.Superseded values are not recommended for survey control.
 JD1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1763.See file dsdata.txt to determine how the superseded data were derived.
 JD1763
 JD1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC261202(NAD 83)
 JD1763_MARKER: P = PIPE CAP
 JD1763_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD1763_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD1763_STAMPING: K 249 1963
 JD1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1763
 JD1763  HISTORY     - Date     Condition        Report By
 JD1763  HISTORY     - 1963     MONUMENTED       CGS
 JD1763
 JD1763                          STATION DESCRIPTION
 JD1763
 JD1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1763'5.9 MI ENE FROM JOHNSON CITY.
 JD1763'ABOUT 0.8 MILE NORTH ALONG STATE ROAD M FROM THE C.L. PIEPMEIER
 JD1763'STORE AT JOHNSON CITY, THENCE 0.95 MILE EAST ALONG A GRAVELED
 JD1763'ROAD, THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 JD1763'MILE EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG A
 JD1763'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG AN UNGRADED DIRT ROAD,
 JD1763'THENCE 0.5 MILE EAST ALONG A POWER LINE ALONG THE NORTH SIDE
 JD1763'OF A FIELD TO A DIRT ROAD, THENCE 0.55 MILE EAST ALONG A DIRT
 JD1763'ROAD, THENCE 0.55 MILE EAST ALONG A NARROW WOODS ROAD TO A FORD
 JD1763'ACROSS MONEGAW CREEK, IN SECTION 25, T 39 N, R 27 W, 0.25 MILE
 JD1763'WEST OF A WHITE CONCRETE BLOCK HOUSE, 92 FEET WEST OF A LARGE
 JD1763'FORKED OAK TREE, 56 FEET NORTHEAST OF A FORD ACROSS THE CREEK, 32
 JD1763'FEET NORTH OF THE CENTER LINE OF THE WOODS ROAD, 4 1/2 FEET
 JD1763'SOUTHWEST OF A FENCE, 2.0 FEET NORTHEAST OF A METAL WITNESS POST,
 JD1763'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET ON THE TOP
 JD1763'OF A 3-INCH IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0194 ***********************************************************************
 HE0194  DESIGNATION -  K 25
 HE0194  PID         -  HE0194
 HE0194  STATE/COUNTY-  MO/BARTON
 HE0194  USGS QUAD   -  JASPER (1962)
 HE0194
 HE0194                         *CURRENT SURVEY CONTROL
 HE0194  ___________________________________________________________________
 HE0194* NAD 83(1986)-  37 21 42.     (N)    094 17 46.     (W)     SCALED    
 HE0194* NAVD 88     -       283.56   (+/-2cm)     930.3    (feet)  VERTCON   
 HE0194  ___________________________________________________________________
 HE0194  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HE0194
 HE0194  VERT ORDER  -  ? (See Below)
 HE0194
 HE0194.The horizontal coordinates were scaled from a topographic map and have
 HE0194.an estimated accuracy of +/- 6 seconds.
 HE0194
 HE0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0194.The vertical order pertains to the NGVD 29 superseded value.
 HE0194
 HE0194.The geoid height was determined by GEOID03.
 HE0194
 HE0194;                    North         East    Units  Estimated Accuracy
 HE0194;SPC MO W     -   132,630.      868,060.      MT  (+/- 180 meters Scaled)
 HE0194
 HE0194                          SUPERSEDED SURVEY CONTROL
 HE0194
 HE0194  NGVD 29 (??/??/92)  283.450  (m)          929.95   (f) ADJ UNCH    ?  
 HE0194
 HE0194.Superseded values are not recommended for survey control.
 HE0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0194.See file dsdata.txt to determine how the superseded data were derived.
 HE0194
 HE0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB852357(NAD 83)
 HE0194_MARKER: DD = SURVEY DISK
 HE0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0194_STAMPING: K 25 1938
 HE0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0194+STABILITY: SURFACE MOTION
 HE0194
 HE0194  HISTORY     - Date     Condition        Report By
 HE0194  HISTORY     - 1938     MONUMENTED       USGS
 HE0194  HISTORY     - 1945     GOOD             NGS
 HE0194
 HE0194                          STATION DESCRIPTION
 HE0194
 HE0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HE0194'1.9 MI N FROM JASPER.
 HE0194'IN BARTON COUNTY, 1.9 MILES NORTH ALONG THE MISSOURI PACIFIC
 HE0194'RAILROAD FROM JASPER, JASPER COUNTY, 0.5 MILE NORTH OF AN
 HE0194'OVERPASS ON U.S. HIGHWAY 71, IN THE NORTHWEST QUARTER OF SECTION
 HE0194'12, T 30 N, R 31 W, AT A ROAD CROSSING, 49 FEET EAST OF THE
 HE0194'TRACK, AND 34 FEET NORTH OF THE ROAD.  A U.S. GEOLOGICAL SURVEY
 HE0194'STANDARD DISK, STAMPED K 25 1938 AND SET IN THE TOP OF A CONCRETE
 HE0194'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0956 ***********************************************************************
 GD0956  DESIGNATION -  K 25
 GD0956  PID         -  GD0956
 GD0956  STATE/COUNTY-  MO/SCOTT
 GD0956  USGS QUAD   -  SIKESTON NORTH (1979)
 GD0956
 GD0956                         *CURRENT SURVEY CONTROL
 GD0956  ___________________________________________________________________
 GD0956* NAD 83(1986)-  36 52 34.     (N)    089 35 22.     (W)     SCALED    
 GD0956* NAVD 88     -       102.050  (meters)     334.81   (feet)  ADJUSTED  
 GD0956  ___________________________________________________________________
 GD0956  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD0956  DYNAMIC HT  -         101.973 (meters)     334.56  (feet)  COMP
 GD0956  MODELED GRAV-     979,869.8   (mgal)                       NAVD 88
 GD0956
 GD0956  VERT ORDER  -  SECOND    CLASS 0
 GD0956
 GD0956.The horizontal coordinates were scaled from a topographic map and have
 GD0956.an estimated accuracy of +/- 6 seconds.
 GD0956
 GD0956.The orthometric height was determined by differential leveling
 GD0956.and adjusted by the National Geodetic Survey in June 1991..
 GD0956
 GD0956.The geoid height was determined by GEOID03.
 GD0956
 GD0956.The dynamic height is computed by dividing the NAVD 88
 GD0956.geopotential number by the normal gravity value computed on the
 GD0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0956.degrees latitude (g = 980.6199 gals.).
 GD0956
 GD0956.The modeled gravity was interpolated from observed gravity values.
 GD0956
 GD0956;                    North         East    Units  Estimated Accuracy
 GD0956;SPC MO E     -   116,090.      331,180.      MT  (+/- 180 meters Scaled)
 GD0956
 GD0956                          SUPERSEDED SURVEY CONTROL
 GD0956
 GD0956  NGVD 29 (??/??/??)  101.992  (m)          334.62   (f) ADJUSTED    2 0
 GD0956
 GD0956.Superseded values are not recommended for survey control.
 GD0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0956.See file dsdata.txt to determine how the superseded data were derived.
 GD0956
 GD0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF692842(NAD 83)
 GD0956_MARKER: DB = BENCH MARK DISK
 GD0956_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0956_SP_SET: BUILDING
 GD0956_STAMPING: K 25 1933
 GD0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD0956+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD0956
 GD0956  HISTORY     - Date     Condition        Report By
 GD0956  HISTORY     - 1933     MONUMENTED       CGS
 GD0956  HISTORY     - 20020817 GOOD             USACE
 GD0956
 GD0956                          STATION DESCRIPTION
 GD0956
 GD0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0956'AT SIKESTON.
 GD0956'AT SIKESTON, SCOTT COUNTY, IN THE SOUTH OR FRONT BRICKWALL OF THE
 GD0956'MISSOURI PACIFIC RAILROAD STATION, 4 FEET EAST OF THE CENTER OF
 GD0956'THE WAITING-ROOM DOOR, AND 4.3 FEET ABOVE THE PLATFORM.  A STANDARD
 GD0956'DISK, STAMPED K 25 1933 AND SET VERTICALLY.
 GD0956
 GD0956                          STATION RECOVERY (2002)
 GD0956
 GD0956'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0605 ***********************************************************************
 JE0605  DESIGNATION -  K 250
 JE0605  PID         -  JE0605
 JE0605  STATE/COUNTY-  MO/HENRY
 JE0605  USGS QUAD   -  JOHNSTOWN (1981)
 JE0605
 JE0605                         *CURRENT SURVEY CONTROL
 JE0605  ___________________________________________________________________
 JE0605* NAD 83(1986)-  38 15 55.     (N)    094 01 06.     (W)     SCALED    
 JE0605* NAVD 88     -       281.033  (meters)     922.02   (feet)  ADJUSTED  
 JE0605  ___________________________________________________________________
 JE0605  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE0605  DYNAMIC HT  -         280.832 (meters)     921.36  (feet)  COMP
 JE0605  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 JE0605
 JE0605  VERT ORDER  -  SECOND    CLASS 0
 JE0605
 JE0605.The horizontal coordinates were scaled from a topographic map and have
 JE0605.an estimated accuracy of +/- 6 seconds.
 JE0605
 JE0605.The orthometric height was determined by differential leveling
 JE0605.and adjusted by the National Geodetic Survey in June 1991..
 JE0605
 JE0605.The geoid height was determined by GEOID03.
 JE0605
 JE0605.The dynamic height is computed by dividing the NAVD 88
 JE0605.geopotential number by the normal gravity value computed on the
 JE0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0605.degrees latitude (g = 980.6199 gals.).
 JE0605
 JE0605.The modeled gravity was interpolated from observed gravity values.
 JE0605
 JE0605;                    North         East    Units  Estimated Accuracy
 JE0605;SPC MO W     -   233,000.      892,150.      MT  (+/- 180 meters Scaled)
 JE0605
 JE0605                          SUPERSEDED SURVEY CONTROL
 JE0605
 JE0605  NGVD 29 (??/??/92)  280.930  (m)          921.68   (f) ADJ UNCH    2 0
 JE0605
 JE0605.Superseded values are not recommended for survey control.
 JE0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0605.See file dsdata.txt to determine how the superseded data were derived.
 JE0605
 JE0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC109357(NAD 83)
 JE0605_MARKER: DB = BENCH MARK DISK
 JE0605_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0605_SP_SET: 8 FEET
 JE0605_STAMPING: K 250 1963
 JE0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0605
 JE0605  HISTORY     - Date     Condition        Report By
 JE0605  HISTORY     - 1963     MONUMENTED       CGS
 JE0605
 JE0605                          STATION DESCRIPTION
 JE0605
 JE0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0605'2.8 MI NW FROM MONTROSE.
 JE0605'ABOUT 0.35 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 JE0605'RAILROAD FROM THE STATION AT MONTROSE, THENCE 1.8 MILE WEST
 JE0605'ALONG STATE ROAD K, THENCE 0.6 MILE NORTH ALONG STATE ROAD K,
 JE0605'ON THE CREST OF A HILL, IN SECTION 16, T 40 N, R 28 W, 41 FEET
 JE0605'WEST OF THE CENTER LINE OF THE ROAD, 10.7 FEET NORTH-NORTHWEST
 JE0605'OF A TELEPHONE POLE, 7 FEET WEST OF A FENCE CORNER, 1 FOOT
 JE0605'SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF
 JE0605'A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8
 JE0605'FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0647 ***********************************************************************
 JE0647  DESIGNATION -  K 251
 JE0647  PID         -  JE0647
 JE0647  STATE/COUNTY-  MO/BATES
 JE0647  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0647
 JE0647                         *CURRENT SURVEY CONTROL
 JE0647  ___________________________________________________________________
 JE0647* NAD 83(1986)-  38 13 06.     (N)    094 15 17.     (W)     SCALED    
 JE0647* NAVD 88     -       278.897  (meters)     915.01   (feet)  ADJUSTED  
 JE0647  ___________________________________________________________________
 JE0647  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JE0647  DYNAMIC HT  -         278.695 (meters)     914.35  (feet)  COMP
 JE0647  MODELED GRAV-     979,894.6   (mgal)                       NAVD 88
 JE0647
 JE0647  VERT ORDER  -  SECOND    CLASS 0
 JE0647
 JE0647.The horizontal coordinates were scaled from a topographic map and have
 JE0647.an estimated accuracy of +/- 6 seconds.
 JE0647
 JE0647.The orthometric height was determined by differential leveling
 JE0647.and adjusted by the National Geodetic Survey in June 1991..
 JE0647
 JE0647.The geoid height was determined by GEOID03.
 JE0647
 JE0647.The dynamic height is computed by dividing the NAVD 88
 JE0647.geopotential number by the normal gravity value computed on the
 JE0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0647.degrees latitude (g = 980.6199 gals.).
 JE0647
 JE0647.The modeled gravity was interpolated from observed gravity values.
 JE0647
 JE0647;                    North         East    Units  Estimated Accuracy
 JE0647;SPC MO W     -   227,710.      871,480.      MT  (+/- 180 meters Scaled)
 JE0647
 JE0647                          SUPERSEDED SURVEY CONTROL
 JE0647
 JE0647  NGVD 29 (??/??/92)  278.778  (m)          914.62   (f) ADJ UNCH    2 0
 JE0647
 JE0647.Superseded values are not recommended for survey control.
 JE0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0647.See file dsdata.txt to determine how the superseded data were derived.
 JE0647
 JE0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC901307(NAD 83)
 JE0647_MARKER: DB = BENCH MARK DISK
 JE0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0647_SP_SET: CULVERT
 JE0647_STAMPING: K 251 1963
 JE0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0647
 JE0647  HISTORY     - Date     Condition        Report By
 JE0647  HISTORY     - 1963     MONUMENTED       CGS
 JE0647
 JE0647                          STATION DESCRIPTION
 JE0647
 JE0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0647'9.1 MI SE FROM BUTLER.
 JE0647'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0647'FROM THE STATION AT BUTLER, THENCE 0.9 MILE EAST ALONG A GRAVELED
 JE0647'ROAD, THENCE 5.3 MILES EAST ALONG STATE HIGHWAY 52, 0.15 MILE
 JE0647'EAST OF A SET OF FARM BUILDINGS, 212 FEET WEST OF THE CENTER
 JE0647'LINE OF A DIRT ROAD, 31 FEET SOUTH OF THE CENTER LINE OF THE
 JE0647'HIGHWAY, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 JE0647'IN THE TOP AND CENTER OF THE SOUTH CONCRETE HEADWALL OF A BOX
 JE0647'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0361 ***********************************************************************
 JE0361  DESIGNATION -  K 252
 JE0361  PID         -  JE0361
 JE0361  STATE/COUNTY-  MO/CASS
 JE0361  USGS QUAD   -  ADRIAN (1981)
 JE0361
 JE0361                         *CURRENT SURVEY CONTROL
 JE0361  ___________________________________________________________________
 JE0361* NAD 83(1986)-  38 28 19.     (N)    094 21 14.     (W)     SCALED    
 JE0361* NAVD 88     -       257.745  (meters)     845.62   (feet)  ADJUSTED  
 JE0361  ___________________________________________________________________
 JE0361  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0361  DYNAMIC HT  -         257.565 (meters)     845.03  (feet)  COMP
 JE0361  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 JE0361
 JE0361  VERT ORDER  -  FIRST     CLASS II
 JE0361
 JE0361.The horizontal coordinates were scaled from a topographic map and have
 JE0361.an estimated accuracy of +/- 6 seconds.
 JE0361
 JE0361.The orthometric height was determined by differential leveling
 JE0361.and adjusted by the National Geodetic Survey in June 1991..
 JE0361
 JE0361.The geoid height was determined by GEOID03.
 JE0361
 JE0361.The dynamic height is computed by dividing the NAVD 88
 JE0361.geopotential number by the normal gravity value computed on the
 JE0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0361.degrees latitude (g = 980.6199 gals.).
 JE0361
 JE0361.The modeled gravity was interpolated from observed gravity values.
 JE0361
 JE0361;                    North         East    Units  Estimated Accuracy
 JE0361;SPC MO W     -   255,840.      862,750.      MT  (+/- 180 meters Scaled)
 JE0361
 JE0361                          SUPERSEDED SURVEY CONTROL
 JE0361
 JE0361  NGVD 29 (??/??/92)  257.628  (m)          845.23   (f) ADJ UNCH    1 2
 JE0361
 JE0361.Superseded values are not recommended for survey control.
 JE0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0361.See file dsdata.txt to determine how the superseded data were derived.
 JE0361
 JE0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC818590(NAD 83)
 JE0361_MARKER: DB = BENCH MARK DISK
 JE0361_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0361_SP_SET: 8 FT
 JE0361_STAMPING: K 252 1963
 JE0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0361+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 JE0361
 JE0361  HISTORY     - Date     Condition        Report By
 JE0361  HISTORY     - 1963     MONUMENTED       CGS
 JE0361  HISTORY     - 20051126 GOOD             INDIV
 JE0361
 JE0361                          STATION DESCRIPTION
 JE0361
 JE0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0361'0.6 MI S FROM ARCHIE.
 JE0361'ABOUT 0.6 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0361'THE STATION AT ARCHIE, 14 1/2 POLES SOUTH OF MILEPOST 272, 56
 JE0361'FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 JE0361'AND A ROAD, 46 FEET EAST OF THE EAST RAIL, 35 FEET NORTH OF A
 JE0361'POWER POLE, 5 1/2 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF
 JE0361'A FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 JE0361'WITH THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 JE0361'THAT IS DRIVEN TO A DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE
 JE0361'PROJECTING 4 INCHES.
 JE0361
 JE0361                          STATION RECOVERY (2005)
 JE0361
 JE0361'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0497 ***********************************************************************
 JE0497  DESIGNATION -  K 253
 JE0497  PID         -  JE0497
 JE0497  STATE/COUNTY-  MO/BATES
 JE0497  USGS QUAD   -  MAIN CITY (1961)
 JE0497
 JE0497                         *CURRENT SURVEY CONTROL
 JE0497  ___________________________________________________________________
 JE0497* NAD 83(1986)-  38 23 46.     (N)    094 29 01.     (W)     SCALED    
 JE0497* NAVD 88     -       272.000  (meters)     892.39   (feet)  ADJUSTED  
 JE0497  ___________________________________________________________________
 JE0497  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0497  DYNAMIC HT  -         271.807 (meters)     891.75  (feet)  COMP
 JE0497  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 JE0497
 JE0497  VERT ORDER  -  SECOND    CLASS 0
 JE0497
 JE0497.The horizontal coordinates were scaled from a topographic map and have
 JE0497.an estimated accuracy of +/- 6 seconds.
 JE0497
 JE0497.The orthometric height was determined by differential leveling
 JE0497.and adjusted by the National Geodetic Survey in June 1991..
 JE0497
 JE0497.The geoid height was determined by GEOID03.
 JE0497
 JE0497.The dynamic height is computed by dividing the NAVD 88
 JE0497.geopotential number by the normal gravity value computed on the
 JE0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0497.degrees latitude (g = 980.6199 gals.).
 JE0497
 JE0497.The modeled gravity was interpolated from observed gravity values.
 JE0497
 JE0497;                    North         East    Units  Estimated Accuracy
 JE0497;SPC MO W     -   247,420.      851,430.      MT  (+/- 180 meters Scaled)
 JE0497
 JE0497                          SUPERSEDED SURVEY CONTROL
 JE0497
 JE0497  NGVD 29 (??/??/92)  271.879  (m)          891.99   (f) ADJ UNCH    2 0
 JE0497
 JE0497.Superseded values are not recommended for survey control.
 JE0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0497.See file dsdata.txt to determine how the superseded data were derived.
 JE0497
 JE0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC704508(NAD 83)
 JE0497_MARKER: DB = BENCH MARK DISK
 JE0497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0497_SP_SET: 12 FEET
 JE0497_STAMPING: K 253 1963
 JE0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0497
 JE0497  HISTORY     - Date     Condition        Report By
 JE0497  HISTORY     - 1963     MONUMENTED       CGS
 JE0497
 JE0497                          STATION DESCRIPTION
 JE0497
 JE0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0497'7.2 MI W FROM ADRIAN.
 JE0497'ABOUT 7.2 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0497'PACIFIC RAILROAD STATION AT ADRIAN, 208 FEET NORTHWEST OF AND
 JE0497'ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A COUNTRY STORE,
 JE0497'68 FEET NORTHWEST OF THE CENTER OF A ROAD JUNCTION, 61 1/2
 JE0497'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 1/2 FEET
 JE0497'WEST OF THE CENTER LINE OF A GRAVELED ROAD, 1 1/2 FEET EAST
 JE0497'OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT
 JE0497'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A COPPER
 JE0497'COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND ENCASED
 JE0497'IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0793 ***********************************************************************
 JE0793  DESIGNATION -  K 254
 JE0793  PID         -  JE0793
 JE0793  STATE/COUNTY-  MO/BATES
 JE0793  USGS QUAD   -  AMORET (1973)
 JE0793
 JE0793                         *CURRENT SURVEY CONTROL
 JE0793  ___________________________________________________________________
 JE0793* NAD 83(1986)-  38 16 32.     (N)    094 31 57.     (W)     SCALED    
 JE0793* NAVD 88     -       246.401  (meters)     808.40   (feet)  ADJUSTED  
 JE0793  ___________________________________________________________________
 JE0793  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0793  DYNAMIC HT  -         246.225 (meters)     807.82  (feet)  COMP
 JE0793  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 JE0793
 JE0793  VERT ORDER  -  SECOND    CLASS 0
 JE0793
 JE0793.The horizontal coordinates were scaled from a topographic map and have
 JE0793.an estimated accuracy of +/- 6 seconds.
 JE0793
 JE0793.The orthometric height was determined by differential leveling
 JE0793.and adjusted by the National Geodetic Survey in June 1991..
 JE0793
 JE0793.The geoid height was determined by GEOID03.
 JE0793
 JE0793.The dynamic height is computed by dividing the NAVD 88
 JE0793.geopotential number by the normal gravity value computed on the
 JE0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0793.degrees latitude (g = 980.6199 gals.).
 JE0793
 JE0793.The modeled gravity was interpolated from observed gravity values.
 JE0793
 JE0793;                    North         East    Units  Estimated Accuracy
 JE0793;SPC MO W     -   234,040.      847,160.      MT  (+/- 180 meters Scaled)
 JE0793
 JE0793                          SUPERSEDED SURVEY CONTROL
 JE0793
 JE0793  NGVD 29 (??/??/92)  246.273  (m)          807.98   (f) ADJ UNCH    2 0
 JE0793
 JE0793.Superseded values are not recommended for survey control.
 JE0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0793.See file dsdata.txt to determine how the superseded data were derived.
 JE0793
 JE0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC659375(NAD 83)
 JE0793_MARKER: DB = BENCH MARK DISK
 JE0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0793_SP_SET: CULVERT
 JE0793_STAMPING: K 254 1963
 JE0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0793+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 JE0793
 JE0793  HISTORY     - Date     Condition        Report By
 JE0793  HISTORY     - 1963     MONUMENTED       CGS
 JE0793  HISTORY     - 20050312 GOOD             GEOCAC
 JE0793
 JE0793                          STATION DESCRIPTION
 JE0793
 JE0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0793'2.8 MI NW FROM VIRGINIA.
 JE0793'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0793'CHURCH AT VIRGINIA, THENCE 0.6 MILE NORTH ALONG STATE ROAD J,
 JE0793'14 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE
 JE0793'ROAD, AND SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 JE0793'HEADWALL OF A LARGE DOUBLE CHANNEL CULVERT.
 JE0793
 JE0793                          STATION RECOVERY (2005)
 JE0793
 JE0793'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 JE0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1662 ***********************************************************************
 JD1662  DESIGNATION -  K 255
 JD1662  PID         -  JD1662
 JD1662  STATE/COUNTY-  MO/HENRY
 JD1662  USGS QUAD   -  HARTWELL (1981)
 JD1662
 JD1662                         *CURRENT SURVEY CONTROL
 JD1662  ___________________________________________________________________
 JD1662* NAD 83(1986)-  38 26 04.     (N)    093 56 01.     (W)     SCALED    
 JD1662* NAVD 88     -       231.305  (meters)     758.87   (feet)  ADJUSTED  
 JD1662  ___________________________________________________________________
 JD1662  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JD1662  DYNAMIC HT  -         231.146 (meters)     758.35  (feet)  COMP
 JD1662  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 JD1662
 JD1662  VERT ORDER  -  SECOND    CLASS 0
 JD1662
 JD1662.The horizontal coordinates were scaled from a topographic map and have
 JD1662.an estimated accuracy of +/- 6 seconds.
 JD1662
 JD1662.The orthometric height was determined by differential leveling
 JD1662.and adjusted by the National Geodetic Survey in June 1991..
 JD1662
 JD1662.The geoid height was determined by GEOID03.
 JD1662
 JD1662.The dynamic height is computed by dividing the NAVD 88
 JD1662.geopotential number by the normal gravity value computed on the
 JD1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1662.degrees latitude (g = 980.6199 gals.).
 JD1662
 JD1662.The modeled gravity was interpolated from observed gravity values.
 JD1662
 JD1662;                    North         East    Units  Estimated Accuracy
 JD1662;SPC MO W     -   251,820.      899,450.      MT  (+/- 180 meters Scaled)
 JD1662
 JD1662                          SUPERSEDED SURVEY CONTROL
 JD1662
 JD1662  NGVD 29 (??/??/92)  231.184  (m)          758.48   (f) ADJ UNCH    2 0
 JD1662
 JD1662.Superseded values are not recommended for survey control.
 JD1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1662.See file dsdata.txt to determine how the superseded data were derived.
 JD1662
 JD1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC185544(NAD 83)
 JD1662_MARKER: DB = BENCH MARK DISK
 JD1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1662_STAMPING: K 255 1963
 JD1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1662+STABILITY: SURFACE MOTION
 JD1662
 JD1662  HISTORY     - Date     Condition        Report By
 JD1662  HISTORY     - 1963     MONUMENTED       CGS
 JD1662
 JD1662                          STATION DESCRIPTION
 JD1662
 JD1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1662'4.5 MI SE FROM URICH.
 JD1662'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE STATE
 JD1662'HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, 128 YARDS
 JD1662'SOUTHEAST OF THE SOUTH CORNER OF A SMALL COUNTRY POST OFFICE
 JD1662'AND STORE AT HARTWELL, 81 FEET NORTH OF THE CENTER OF THE JUNCTION
 JD1662'WITH STATE ROAD DD, 73 FEET NORTHEAST OF THE CENTER LINE OF THE
 JD1662'HIGHWAY, 34 FEET NORTHWEST OF THE CENTER LINE OF STATE ROAD
 JD1662'DD, 2 FEET SOUTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL
 JD1662'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1662'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0182 ***********************************************************************
 JE0182  DESIGNATION -  K 256
 JE0182  PID         -  JE0182
 JE0182  STATE/COUNTY-  MO/CASS
 JE0182  USGS QUAD   -  RAYMORE (1990)
 JE0182
 JE0182                         *CURRENT SURVEY CONTROL
 JE0182  ___________________________________________________________________
 JE0182* NAD 83(1986)-  38 48 45.     (N)    094 29 17.     (W)     SCALED    
 JE0182* NAVD 88     -       324.490  (meters)    1064.60   (feet)  ADJUSTED  
 JE0182  ___________________________________________________________________
 JE0182  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JE0182  DYNAMIC HT  -         324.271 (meters)    1063.88  (feet)  COMP
 JE0182  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 JE0182
 JE0182  VERT ORDER  -  FIRST     CLASS II
 JE0182
 JE0182.The horizontal coordinates were scaled from a topographic map and have
 JE0182.an estimated accuracy of +/- 6 seconds.
 JE0182
 JE0182.The orthometric height was determined by differential leveling
 JE0182.and adjusted by the National Geodetic Survey in June 1991..
 JE0182
 JE0182.The geoid height was determined by GEOID03.
 JE0182
 JE0182.The dynamic height is computed by dividing the NAVD 88
 JE0182.geopotential number by the normal gravity value computed on the
 JE0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0182.degrees latitude (g = 980.6199 gals.).
 JE0182
 JE0182.The modeled gravity was interpolated from observed gravity values.
 JE0182
 JE0182;                    North         East    Units  Estimated Accuracy
 JE0182;SPC MO W     -   293,640.      851,040.      MT  (+/- 180 meters Scaled)
 JE0182
 JE0182                          SUPERSEDED SURVEY CONTROL
 JE0182
 JE0182  NGVD 29 (??/??/92)  324.372  (m)         1064.21   (f) ADJ UNCH    1 2
 JE0182
 JE0182.Superseded values are not recommended for survey control.
 JE0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0182.See file dsdata.txt to determine how the superseded data were derived.
 JE0182
 JE0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC708970(NAD 83)
 JE0182_MARKER: DB = BENCH MARK DISK
 JE0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0182_SP_SET: CULVERT
 JE0182_STAMPING: K 256 1963
 JE0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0182
 JE0182  HISTORY     - Date     Condition        Report By
 JE0182  HISTORY     - 1963     MONUMENTED       CGS
 JE0182
 JE0182                          STATION DESCRIPTION
 JE0182
 JE0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0182'2.5 MI E FROM BELTON.
 JE0182'ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY 58 FROM THE ASSEMBLY
 JE0182'OF GOD CHURCH AT BELTON, OR 0.2 MILE WEST ALONG A PAVED STREET
 JE0182'FROM THE POST OFFICE AT RAYMORE, THENCE 0.15 MILE NORTH ALONG
 JE0182'MADISON STREET, THENCE 2.25 MILES NORTHWEST ALONG STATE HIGHWAY
 JE0182'58, 0.85 MILE EAST OF THE INTERSECTION OF U.S. HIGHWAY 71, 22
 JE0182'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY 38 FEET WEST OF A
 JE0182'GAS LINE MARKER, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY,
 JE0182'AND SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL
 JE0182'OF A SMALL BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0284 ***********************************************************************
 JD0284  DESIGNATION -  K 257
 JD0284  PID         -  JD0284
 JD0284  STATE/COUNTY-  MO/MORGAN
 JD0284  USGS QUAD   -  VERSAILLES (1982)
 JD0284
 JD0284                         *CURRENT SURVEY CONTROL
 JD0284  ___________________________________________________________________
 JD0284* NAD 83(1986)-  38 26 19.     (N)    092 50 17.     (W)     SCALED    
 JD0284* NAVD 88     -       306.642  (meters)    1006.04   (feet)  ADJUSTED  
 JD0284  ___________________________________________________________________
 JD0284  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD0284  DYNAMIC HT  -         306.420 (meters)    1005.31  (feet)  COMP
 JD0284  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 JD0284
 JD0284  VERT ORDER  -  SECOND    CLASS 0
 JD0284
 JD0284.The horizontal coordinates were scaled from a topographic map and have
 JD0284.an estimated accuracy of +/- 6 seconds.
 JD0284
 JD0284.The orthometric height was determined by differential leveling
 JD0284.and adjusted by the National Geodetic Survey in June 1991..
 JD0284
 JD0284.The geoid height was determined by GEOID03.
 JD0284
 JD0284.The dynamic height is computed by dividing the NAVD 88
 JD0284.geopotential number by the normal gravity value computed on the
 JD0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0284.degrees latitude (g = 980.6199 gals.).
 JD0284
 JD0284.The modeled gravity was interpolated from observed gravity values.
 JD0284
 JD0284;                    North         East    Units  Estimated Accuracy
 JD0284;SPC MO C     -   289,170.      470,490.      MT  (+/- 180 meters Scaled)
 JD0284
 JD0284                          SUPERSEDED SURVEY CONTROL
 JD0284
 JD0284  NGVD 29 (??/??/92)  306.523  (m)         1005.65   (f) ADJ UNCH    2 0
 JD0284
 JD0284.Superseded values are not recommended for survey control.
 JD0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0284.See file dsdata.txt to determine how the superseded data were derived.
 JD0284
 JD0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC141544(NAD 83)
 JD0284_MARKER: DB = BENCH MARK DISK
 JD0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0284_SP_SET: SEMAPHORE
 JD0284_STAMPING: K 257 1963
 JD0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0284
 JD0284  HISTORY     - Date     Condition        Report By
 JD0284  HISTORY     - 1963     MONUMENTED       CGS
 JD0284
 JD0284                          STATION DESCRIPTION
 JD0284
 JD0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0284'AT VERSAILLES.
 JD0284'AT VERSAILLES, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0284'RAILROAD, 2.8 FEET NORTHWEST OF THE NORTHWEST WALL OF THE
 JD0284'STATION, 16 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 JD0284'TRACK, SET IN THE TOP OF THE SOUTH CORNER OF A CONCRETE SEMAPHORE
 JD0284'BASE WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1088 ***********************************************************************
 JD1088  DESIGNATION -  K 258
 JD1088  PID         -  JD1088
 JD1088  STATE/COUNTY-  MO/PETTIS
 JD1088  USGS QUAD   -  IONIA (1973)
 JD1088
 JD1088                         *CURRENT SURVEY CONTROL
 JD1088  ___________________________________________________________________
 JD1088* NAD 83(1986)-  38 37 00.     (N)    093 21 04.     (W)     SCALED    
 JD1088* NAVD 88     -       262.978  (meters)     862.79   (feet)  ADJUSTED  
 JD1088  ___________________________________________________________________
 JD1088  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1088  DYNAMIC HT  -         262.794 (meters)     862.18  (feet)  COMP
 JD1088  MODELED GRAV-     979,922.6   (mgal)                       NAVD 88
 JD1088
 JD1088  VERT ORDER  -  SECOND    CLASS 0
 JD1088
 JD1088.The horizontal coordinates were scaled from a topographic map and have
 JD1088.an estimated accuracy of +/- 6 seconds.
 JD1088
 JD1088.The orthometric height was determined by differential leveling
 JD1088.and adjusted by the National Geodetic Survey in June 1991..
 JD1088
 JD1088.The geoid height was determined by GEOID03.
 JD1088
 JD1088.The dynamic height is computed by dividing the NAVD 88
 JD1088.geopotential number by the normal gravity value computed on the
 JD1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1088.degrees latitude (g = 980.6199 gals.).
 JD1088
 JD1088.The modeled gravity was interpolated from observed gravity values.
 JD1088
 JD1088;                    North         East    Units  Estimated Accuracy
 JD1088;SPC MO C     -   309,220.      425,880.      MT  (+/- 180 meters Scaled)
 JD1088
 JD1088                          SUPERSEDED SURVEY CONTROL
 JD1088
 JD1088  NGVD 29 (??/??/92)  262.867  (m)          862.42   (f) ADJ UNCH    2 0
 JD1088
 JD1088.Superseded values are not recommended for survey control.
 JD1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1088.See file dsdata.txt to determine how the superseded data were derived.
 JD1088
 JD1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC694742(NAD 83)
 JD1088_MARKER: DB = BENCH MARK DISK
 JD1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1088_STAMPING: K 258 1963
 JD1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1088+STABILITY: SURFACE MOTION
 JD1088
 JD1088  HISTORY     - Date     Condition        Report By
 JD1088  HISTORY     - 1963     MONUMENTED       CGS
 JD1088
 JD1088                          STATION DESCRIPTION
 JD1088
 JD1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1088'4.6 MI E FROM GREEN RIDGE.
 JD1088'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE POST OFFICE
 JD1088'AT GREEN RIDGE, THENCE 1.5 MILES NORTHEAST ALONG THE
 JD1088'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 1.3 MILES EAST ALONG
 JD1088'STATE ROAD B, THENCE 0.7 MILE EAST ALONG A GRAVELED ROAD, THENCE
 JD1088'0.9 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 4, T 44 N,
 JD1088'R 22 W, OR 2.7 MILES NORTH ALONG STATE ROAD ZZ FROM THE BAPTIST
 JD1088'CHURCH AT MANILA, THENCE 0.8 MILE WEST AND 2.1 MILES NORTH ALONG
 JD1088'A GRAVELED ROAD, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, 15
 JD1088'FEET SOUTH OF A FENCE CORNER, 2.0 FEET WEST OF A FENCE, 1.4
 JD1088'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JD1088'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1020 ***********************************************************************
 JD1020  DESIGNATION -  K 259
 JD1020  PID         -  JD1020
 JD1020  STATE/COUNTY-  MO/PETTIS
 JD1020  USGS QUAD   -  SEDALIA WEST (1973)
 JD1020
 JD1020                         *CURRENT SURVEY CONTROL
 JD1020  ___________________________________________________________________
 JD1020* NAD 83(1986)-  38 39 33.     (N)    093 15 13.     (W)     SCALED    
 JD1020* NAVD 88     -       241.821  (meters)     793.37   (feet)  ADJUSTED  
 JD1020  ___________________________________________________________________
 JD1020  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1020  DYNAMIC HT  -         241.654 (meters)     792.83  (feet)  COMP
 JD1020  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 JD1020
 JD1020  VERT ORDER  -  SECOND    CLASS 0
 JD1020
 JD1020.The horizontal coordinates were scaled from a topographic map and have
 JD1020.an estimated accuracy of +/- 6 seconds.
 JD1020
 JD1020.The orthometric height was determined by differential leveling
 JD1020.and adjusted by the National Geodetic Survey in June 1991..
 JD1020
 JD1020.The geoid height was determined by GEOID03.
 JD1020
 JD1020.The dynamic height is computed by dividing the NAVD 88
 JD1020.geopotential number by the normal gravity value computed on the
 JD1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1020.degrees latitude (g = 980.6199 gals.).
 JD1020
 JD1020.The modeled gravity was interpolated from observed gravity values.
 JD1020
 JD1020;                    North         East    Units  Estimated Accuracy
 JD1020;SPC MO C     -   313,870.      434,410.      MT  (+/- 180 meters Scaled)
 JD1020
 JD1020                          SUPERSEDED SURVEY CONTROL
 JD1020
 JD1020  NGVD 29 (??/??/92)  241.722  (m)          793.05   (f) ADJ UNCH    2 0
 JD1020
 JD1020.Superseded values are not recommended for survey control.
 JD1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1020.See file dsdata.txt to determine how the superseded data were derived.
 JD1020
 JD1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC779789(NAD 83)
 JD1020_MARKER: DB = BENCH MARK DISK
 JD1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1020_SP_SET: ABUTMENT
 JD1020_STAMPING: K 259 1963
 JD1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1020
 JD1020  HISTORY     - Date     Condition        Report By
 JD1020  HISTORY     - 1963     MONUMENTED       CGS
 JD1020  HISTORY     - 1974     GOOD             NGS
 JD1020
 JD1020                          STATION DESCRIPTION
 JD1020
 JD1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1020'4.5 MI SW FROM SEDALIA.
 JD1020'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1020'RAILROAD FROM THE STATION AT SEDALIA, THENCE 2.3 MILES
 JD1020'SOUTH ALONG U.S. HIGHWAY 65, IN SECTION 20, T 45 N, R 21W,
 JD1020'13 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT
 JD1020'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF THE WEST
 JD1020'END OF THE SOUTH ABUTMENT OF THE BRIDGE OVER FLAT CREEK.
 JD1020
 JD1020                          STATION RECOVERY (1974)
 JD1020
 JD1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JD1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0193 ***********************************************************************
 HE0193  DESIGNATION -  K 26
 HE0193  PID         -  HE0193
 HE0193  STATE/COUNTY-  MO/JASPER
 HE0193  USGS QUAD   -  JASPER (1962)
 HE0193
 HE0193                         *CURRENT SURVEY CONTROL
 HE0193  ___________________________________________________________________
 HE0193* NAD 83(1986)-  37 20 08.     (N)    094 18 20.     (W)     SCALED    
 HE0193* NAVD 88     -       288.47   (+/-2cm)     946.4    (feet)  VERTCON   
 HE0193  ___________________________________________________________________
 HE0193  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 HE0193
 HE0193  VERT ORDER  -  ? (See Below)
 HE0193
 HE0193.The horizontal coordinates were scaled from a topographic map and have
 HE0193.an estimated accuracy of +/- 6 seconds.
 HE0193
 HE0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0193.The vertical order pertains to the NGVD 29 superseded value.
 HE0193
 HE0193.The geoid height was determined by GEOID03.
 HE0193
 HE0193;                    North         East    Units  Estimated Accuracy
 HE0193;SPC MO W     -   129,730.      867,230.      MT  (+/- 180 meters Scaled)
 HE0193
 HE0193                          SUPERSEDED SURVEY CONTROL
 HE0193
 HE0193  NGVD 29 (??/??/92)  288.358  (m)          946.05   (f) ADJ UNCH    ?  
 HE0193
 HE0193.Superseded values are not recommended for survey control.
 HE0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0193.See file dsdata.txt to determine how the superseded data were derived.
 HE0193
 HE0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB843328(NAD 83)
 HE0193_MARKER: DD = SURVEY DISK
 HE0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0193_STAMPING: K 26 1938
 HE0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0193+STABILITY: SURFACE MOTION
 HE0193
 HE0193  HISTORY     - Date     Condition        Report By
 HE0193  HISTORY     - 1938     MONUMENTED       USGS
 HE0193  HISTORY     - 1945     GOOD             NGS
 HE0193  HISTORY     - 20060605 POOR             MODNR
 HE0193
 HE0193                          STATION DESCRIPTION
 HE0193
 HE0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HE0193'AT JASPER.
 HE0193'AT JASPER, JASPER COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 210
 HE0193'FEET NORTHEAST OF THE STATION, AT THE WEST EDGE OF A CITY PARK,
 HE0193'154 FEET SOUTH OF A ROAD CROSSING, AND 58 FEET EAST OF THE MAIN
 HE0193'TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 26
 HE0193'1938 AND SET IN THE TOP OF A CONCRETE POST.
 HE0193
 HE0193                          STATION RECOVERY (2006)
 HE0193
 HE0193'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE0193'FOUND THE PIPE BUT THE CAP IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0671 ***********************************************************************
 GD0671  DESIGNATION -  K 26
 GD0671  PID         -  GD0671
 GD0671  STATE/COUNTY-  MO/NEW MADRID
 GD0671  USGS QUAD   -  HENDERSON MOUND (1969)
 GD0671
 GD0671                         *CURRENT SURVEY CONTROL
 GD0671  ___________________________________________________________________
 GD0671* NAD 83(1986)-  36 42 47.     (N)    089 28 04.     (W)     SCALED    
 GD0671* NAVD 88     -        89.837  (meters)     294.74   (feet)  ADJUSTED  
 GD0671  ___________________________________________________________________
 GD0671  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GD0671  DYNAMIC HT  -          89.767 (meters)     294.51  (feet)  COMP
 GD0671  MODELED GRAV-     979,853.5   (mgal)                       NAVD 88
 GD0671
 GD0671  VERT ORDER  -  SECOND    CLASS 0
 GD0671
 GD0671.The horizontal coordinates were scaled from a topographic map and have
 GD0671.an estimated accuracy of +/- 6 seconds.
 GD0671
 GD0671.The orthometric height was determined by differential leveling
 GD0671.and adjusted by the National Geodetic Survey in June 1991..
 GD0671
 GD0671.The geoid height was determined by GEOID03.
 GD0671
 GD0671.The dynamic height is computed by dividing the NAVD 88
 GD0671.geopotential number by the normal gravity value computed on the
 GD0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0671.degrees latitude (g = 980.6199 gals.).
 GD0671
 GD0671.The modeled gravity was interpolated from observed gravity values.
 GD0671
 GD0671;                    North         East    Units  Estimated Accuracy
 GD0671;SPC MO E     -    98,110.      342,220.      MT  (+/- 180 meters Scaled)
 GD0671
 GD0671                          SUPERSEDED SURVEY CONTROL
 GD0671
 GD0671  NGVD 29 (??/??/??)   89.738  (m)          294.42   (f) ADJUSTED    2 0
 GD0671
 GD0671.Superseded values are not recommended for survey control.
 GD0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0671.See file dsdata.txt to determine how the superseded data were derived.
 GD0671
 GD0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF795658(NAD 83)
 GD0671_MARKER: DB = BENCH MARK DISK
 GD0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0671_STAMPING: K 26 1933
 GD0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0671+STABILITY: SURFACE MOTION
 GD0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0671+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD0671
 GD0671  HISTORY     - Date     Condition        Report By
 GD0671  HISTORY     - 1933     MONUMENTED       CGS
 GD0671  HISTORY     - 1969     GOOD             USGS
 GD0671  HISTORY     - 20020813 GOOD             USACE
 GD0671
 GD0671                          STATION DESCRIPTION
 GD0671
 GD0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0671'AT HENDERSON MOUND.
 GD0671'AT HENDERSON MOUND, NEW MADRID COUNTY, 67.7 FEET SOUTHEAST OF
 GD0671'THE EAST CORNER OF THE ST. LOUIS SOUTHWESTERN RAILWAY STATION,
 GD0671'30 YARDS NORTHEAST OF POLE 25+4, 58.7 FEET SOUTHEAST OF THE
 GD0671'CENTERLINE OF THE MAIN TRACK, 16.5 FEET SOUTHWEST OF AN ELM TREE
 GD0671'WITH A TRIANGULAR BLAZE, AND 12.3 FEET NORTHEAST OF A 12-INCH
 GD0671'ASH TREE WITH A TRIANGULAR BLAZE.  A STANDARD DISK, STAMPED K 26
 GD0671'1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK FOUND
 GD0671'IN GOOD CONDITION, REDESCRIBED AS FOLLOWS-- 58.7 FT S/E OF THE
 GD0671'CENTER OF THE MAIN TRACK, 230 FT N/E OF THE CENTERLINE OF A N-S
 GD0671'ROAD 207 FT S/E OF THE CENTER OF THE SOUTH END OF A BRIDGE OVER
 GD0671'MAPLE SLOUGH DITCH.  187 FT S/E OF TRAV STA. 44.
 GD0671
 GD0671                          STATION RECOVERY (1969)
 GD0671
 GD0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GD0671'RECOVERED IN GOOD CONDITION.
 GD0671
 GD0671                          STATION RECOVERY (2002)
 GD0671
 GD0671'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1501 ***********************************************************************
 JD1501  DESIGNATION -  K 260
 JD1501  PID         -  JD1501
 JD1501  STATE/COUNTY-  MO/ST CLAIR
 JD1501  USGS QUAD   -  LOWRY CITY (1991)
 JD1501
 JD1501                         *CURRENT SURVEY CONTROL
 JD1501  ___________________________________________________________________
 JD1501* NAD 83(1986)-  38 11 48.     (N)    093 44 46.     (W)     SCALED    
 JD1501* NAVD 88     -       246.006  (meters)     807.10   (feet)  ADJUSTED  
 JD1501  ___________________________________________________________________
 JD1501  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JD1501  DYNAMIC HT  -         245.830 (meters)     806.53  (feet)  COMP
 JD1501  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 JD1501
 JD1501  VERT ORDER  -  SECOND    CLASS 0
 JD1501
 JD1501.The horizontal coordinates were scaled from a topographic map and have
 JD1501.an estimated accuracy of +/- 6 seconds.
 JD1501
 JD1501.The orthometric height was determined by differential leveling
 JD1501.and adjusted by the National Geodetic Survey in June 1991..
 JD1501
 JD1501.The geoid height was determined by GEOID03.
 JD1501
 JD1501.The dynamic height is computed by dividing the NAVD 88
 JD1501.geopotential number by the normal gravity value computed on the
 JD1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1501.degrees latitude (g = 980.6199 gals.).
 JD1501
 JD1501.The modeled gravity was interpolated from observed gravity values.
 JD1501
 JD1501;                    North         East    Units  Estimated Accuracy
 JD1501;SPC MO W     -   225,550.      916,040.      MT  (+/- 180 meters Scaled)
 JD1501
 JD1501                          SUPERSEDED SURVEY CONTROL
 JD1501
 JD1501  NGVD 29 (??/??/92)  245.892  (m)          806.73   (f) ADJ UNCH    2 0
 JD1501
 JD1501.Superseded values are not recommended for survey control.
 JD1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1501.See file dsdata.txt to determine how the superseded data were derived.
 JD1501
 JD1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC346278(NAD 83)
 JD1501_MARKER: DB = BENCH MARK DISK
 JD1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1501_STAMPING: K 260 1962
 JD1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1501+STABILITY: SURFACE MOTION
 JD1501
 JD1501  HISTORY     - Date     Condition        Report By
 JD1501  HISTORY     - 1962     MONUMENTED       CGS
 JD1501  HISTORY     - 1963     GOOD             NGS
 JD1501
 JD1501                          STATION DESCRIPTION
 JD1501
 JD1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1501'4.3 MI N FROM LOWRY CITY.
 JD1501'ABOUT 4.3 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1501'FROM THE STATION AT LOWRY CITY, AT A PRIVATE ROAD CROSSING,
 JD1501'3 1/2 POLES NORTH OF MILEPOST 103, 46 FEET SOUTHWEST OF THE SOUTHWEST
 JD1501'RAIL, 13 FEET NORTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD
 JD1501'AND AN IRON FRAME GATE, 2 FEET NORTHEAST OF A FENCE, 49 FEET WEST
 JD1501'OF THE CENTER OF THE ROAD CROSSING, 2.0 FEET NORTHWEST OF A
 JD1501'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL,
 JD1501'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 JD1501
 JD1501                          STATION RECOVERY (1963)
 JD1501
 JD1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE6023 ***********************************************************************
 DE6023  DESIGNATION -  K 260 RESET
 DE6023  PID         -  DE6023
 DE6023  STATE/COUNTY-  MO/ST CLAIR
 DE6023  USGS QUAD   -  LOWRY CITY (1991)
 DE6023
 DE6023                         *CURRENT SURVEY CONTROL
 DE6023  ___________________________________________________________________
 DE6023* NAD 83(1986)-  38 11 48.     (N)    093 44 46.     (W)     SCALED    
 DE6023* NAVD 88     -       246.45   (meters)     808.6    (feet)  RESET     
 DE6023  ___________________________________________________________________
 DE6023  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE6023
 DE6023  VERT ORDER  -  THIRD
 DE6023
 DE6023.The horizontal coordinates were scaled from a topographic map and have
 DE6023.an estimated accuracy of +/- 6 seconds.
 DE6023
 DE6023.The orthometric height was computed from unverified reset data.
 DE6023.No vertical observational check was made to the station.
 DE6023
 DE6023.The geoid height was determined by GEOID03.
 DE6023
 DE6023;                    North         East    Units  Estimated Accuracy
 DE6023;SPC MO W     -   225,550.      916,040.      MT  (+/- 180 meters Scaled)
 DE6023
 DE6023                          SUPERSEDED SURVEY CONTROL
 DE6023
 DE6023.No superseded survey control is available for this station.
 DE6023
 DE6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC346278(NAD 83)
 DE6023_MARKER: DV = VERTICAL CONTROL DISK
 DE6023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6023_STAMPING: K 260 RESET 1999
 DE6023_MARK LOGO: NGS   
 DE6023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6023+STABILITY: SURFACE MOTION
 DE6023
 DE6023  HISTORY     - Date     Condition        Report By
 DE6023  HISTORY     - 1999     MONUMENTED       MODNR
 DE6023
 DE6023                          STATION DESCRIPTION
 DE6023
 DE6023'DESCRIBED BY MO DEPT OF NAT RES 1999 (JC)
 DE6023'4.3 MILES NORTH ALONG THE ST LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DE6023'STATION AT LOWRY CITY, AT A PRIVATE ROAD CROSSING, 3 1/2 POLES NORTH
 DE6023'OF MILEPOST 103, 1198 METERS SOUTH OF ST CLAIR-HENRY COUNTY LINE, 42
 DE6023'METERS WEST OF CENTERLINE MEDIAN OF ROUTE 13 AT TOP OF BACKSLOPE AT
 DE6023'NORTH SIDE OF FIELD ENTRANCE, NEAR STEEL WITNESS POST, AND FLUSH WITH
 DE6023'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0369 ***********************************************************************
 JE0369  DESIGNATION -  K 261 RESET
 JE0369  PID         -  JE0369
 JE0369  STATE/COUNTY-  MO/ST CLAIR
 JE0369  USGS QUAD   -  APPLETON CITY (1981)
 JE0369
 JE0369                         *CURRENT SURVEY CONTROL
 JE0369  ___________________________________________________________________
 JE0369* NAD 83(1986)-  38 11 25.     (N)    094 01 45.     (W)     SCALED    
 JE0369* NAVD 88     -       265.65   (meters)     871.6    (feet)  RESET     
 JE0369  ___________________________________________________________________
 JE0369  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0369
 JE0369  VERT ORDER  -  THIRD
 JE0369
 JE0369.The horizontal coordinates were scaled from a topographic map and have
 JE0369.an estimated accuracy of +/- 6 seconds.
 JE0369
 JE0369.The orthometric height was computed from unverified reset data.
 JE0369
 JE0369.The geoid height was determined by GEOID03.
 JE0369
 JE0369;                    North         East    Units  Estimated Accuracy
 JE0369;SPC MO W     -   224,670.      891,250.      MT  (+/- 180 meters Scaled)
 JE0369
 JE0369                          SUPERSEDED SURVEY CONTROL
 JE0369
 JE0369.No superseded survey control is available for this station.
 JE0369
 JE0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC098274(NAD 83)
 JE0369_MARKER: DB = BENCH MARK DISK
 JE0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0369_STAMPING: K 261 RESET 1966
 JE0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0369+STABILITY: SURFACE MOTION
 JE0369
 JE0369  HISTORY     - Date     Condition        Report By
 JE0369  HISTORY     - 1966     MONUMENTED       CGS
 JE0369  HISTORY     - 20060826 GOOD             INDIV
 JE0369
 JE0369                          STATION DESCRIPTION
 JE0369
 JE0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JE0369'AT APPLETON CITY.
 JE0369'AT APPLETON CITY, IN A SMALL GRASSY AREA NORTHEAST OF THE
 JE0369'RAILROAD DEPOT, IN THE SOUTHWEST ANGLE OF AN INTERSECTION, 54.5
 JE0369'FEET SOUTH OF THE CENTERLINE OF MAIN STREET (4TH STREET), 50.5
 JE0369'FEET WEST OF THE CENTER OF WALNUT AVENUE, 42.5 FEET EAST OF THE
 JE0369'CENTER OF THE MAIN RAILROAD TRACK, 7 FEET SOUTH OF THE SOUTH
 JE0369'EDGE OF A SIDEWALK, 2 FEET EAST-SOUTHEAST OF A POWERLINE POLE,
 JE0369'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 JE0369'WITH THE SURFACE OF THE GROUND.
 JE0369
 JE0369                          STATION RECOVERY (2006)
 JE0369
 JE0369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0369'LOCATED 3.5 FEET EAST-SOUTHEAST OF A POWER POLE AND 2 INCHES BELOW THE
 JE0369'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0162 ***********************************************************************
 HE0162  DESIGNATION -  K 262
 HE0162  PID         -  HE0162
 HE0162  STATE/COUNTY-  MO/VERNON
 HE0162  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0162
 HE0162                         *CURRENT SURVEY CONTROL
 HE0162  ___________________________________________________________________
 HE0162* NAD 83(1986)-  37 48 17.     (N)    094 04 16.     (W)     SCALED    
 HE0162* NAVD 88     -       264.679  (meters)     868.37   (feet)  ADJUSTED  
 HE0162  ___________________________________________________________________
 HE0162  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HE0162  DYNAMIC HT  -         264.481 (meters)     867.72  (feet)  COMP
 HE0162  MODELED GRAV-     979,876.7   (mgal)                       NAVD 88
 HE0162
 HE0162  VERT ORDER  -  SECOND    CLASS 0
 HE0162
 HE0162.The horizontal coordinates were scaled from a topographic map and have
 HE0162.an estimated accuracy of +/- 6 seconds.
 HE0162
 HE0162.The orthometric height was determined by differential leveling
 HE0162.and adjusted by the National Geodetic Survey in June 1991..
 HE0162
 HE0162.The geoid height was determined by GEOID03.
 HE0162
 HE0162.The dynamic height is computed by dividing the NAVD 88
 HE0162.geopotential number by the normal gravity value computed on the
 HE0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0162.degrees latitude (g = 980.6199 gals.).
 HE0162
 HE0162.The modeled gravity was interpolated from observed gravity values.
 HE0162
 HE0162;                    North         East    Units  Estimated Accuracy
 HE0162;SPC MO W     -   181,860.      887,770.      MT  (+/- 180 meters Scaled)
 HE0162
 HE0162                          SUPERSEDED SURVEY CONTROL
 HE0162
 HE0162  NGVD 29 (??/??/92)  264.576  (m)          868.03   (f) ADJ UNCH    2 0
 HE0162
 HE0162.Superseded values are not recommended for survey control.
 HE0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0162.See file dsdata.txt to determine how the superseded data were derived.
 HE0162
 HE0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB057846(NAD 83)
 HE0162_MARKER: DB = BENCH MARK DISK
 HE0162_SETTING: 66 = SET IN ROCK OUTCROP
 HE0162_SP_SET: SANDSTONE
 HE0162_STAMPING: K 262 1963
 HE0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HE0162+STABILITY: POSITION/ELEVATION WELL
 HE0162
 HE0162  HISTORY     - Date     Condition        Report By
 HE0162  HISTORY     - 1963     MONUMENTED       CGS
 HE0162
 HE0162                          STATION DESCRIPTION
 HE0162
 HE0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HE0162'7.4 MI SE FROM DEDERICK.
 HE0162'ABOUT 0.15 MILE SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN
 HE0162'CHURCH AT DEDERICK, THENCE 0.2 MILE WEST ALONG U.S. HIGHWAY 54,
 HE0162'THENCE 1.1 MILES SOUTH ALONG STATE ROAD K, THENCE 1.5 MILES EAST
 HE0162'ALONG A DIRT ROAD, THENCE 1.25 MILES SOUTHEAST ALONG A GRAVELED
 HE0162'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.15
 HE0162'MILES SOUTHEAST ALONG A WINDING DIRT ROAD, OR 5.2 MILES NORTHWEST
 HE0162'ALONG STATE HIGHWAY 32 FROM THE CHRISTIAN CHURCH AT FILLEY,
 HE0162'THENCE 3.15 MILES WEST ALONG A DIRT ROAD, THENCE 1.4 MILES NORTH
 HE0162'ALONG STATE ROAD HH, ABOUT 0.15 MILES EAST OF T JUNCTION, ABOUT
 HE0162'250 FEET NORTHWEST OF A FARMHOUSE, 19 FEET SOUTH OF THE CENTER
 HE0162'LINE OF THE ROAD, 42 FEET WEST OF A POWER POLE WITH TRANSFORMER,
 HE0162'1 FOOT NORTH OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS POST,
 HE0162'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 HE0162'OF A 2X7 FOOT SANDSTONE ROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1719 ***********************************************************************
 JD1719  DESIGNATION -  K 263
 JD1719  PID         -  JD1719
 JD1719  STATE/COUNTY-  MO/ST CLAIR
 JD1719  USGS QUAD   -  OHIO (1961)
 JD1719
 JD1719                         *CURRENT SURVEY CONTROL
 JD1719  ___________________________________________________________________
 JD1719* NAD 83(1986)-  38 11 03.     (N)    093 50 26.     (W)     SCALED    
 JD1719* NAVD 88     -       246.307  (meters)     808.09   (feet)  ADJUSTED  
 JD1719  ___________________________________________________________________
 JD1719  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JD1719  DYNAMIC HT  -         246.130 (meters)     807.51  (feet)  COMP
 JD1719  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 JD1719
 JD1719  VERT ORDER  -  SECOND    CLASS 0
 JD1719
 JD1719.The horizontal coordinates were scaled from a topographic map and have
 JD1719.an estimated accuracy of +/- 6 seconds.
 JD1719
 JD1719.The orthometric height was determined by differential leveling
 JD1719.and adjusted by the National Geodetic Survey in June 1991..
 JD1719
 JD1719.The geoid height was determined by GEOID03.
 JD1719
 JD1719.The dynamic height is computed by dividing the NAVD 88
 JD1719.geopotential number by the normal gravity value computed on the
 JD1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1719.degrees latitude (g = 980.6199 gals.).
 JD1719
 JD1719.The modeled gravity was interpolated from observed gravity values.
 JD1719
 JD1719;                    North         East    Units  Estimated Accuracy
 JD1719;SPC MO W     -   224,100.      907,770.      MT  (+/- 180 meters Scaled)
 JD1719
 JD1719                          SUPERSEDED SURVEY CONTROL
 JD1719
 JD1719  NGVD 29 (??/??/92)  246.199  (m)          807.74   (f) ADJ UNCH    2 0
 JD1719
 JD1719.Superseded values are not recommended for survey control.
 JD1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1719.See file dsdata.txt to determine how the superseded data were derived.
 JD1719
 JD1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC263265(NAD 83)
 JD1719_MARKER: DB = BENCH MARK DISK
 JD1719_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1719_SP_SET: 8 FEET
 JD1719_STAMPING: K 263 1963
 JD1719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1719
 JD1719  HISTORY     - Date     Condition        Report By
 JD1719  HISTORY     - 1963     MONUMENTED       CGS
 JD1719
 JD1719                          STATION DESCRIPTION
 JD1719
 JD1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1719'11.7 MI NW FROM LOWRY CITY.
 JD1719'ABOUT 5.1 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1719'RAILWAY STATION AT LOWRY CITY, THENCE 0.85 MILES WEST ALONG STATE
 JD1719'HIGHWAY 13, THENCE 1.85 MILES WEST ALONG A GRAVELED ROAD, THENCE
 JD1719'1.8 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG
 JD1719'A GRADED DIRT ROAD, OR 1.85 MILES EAST ALONG STATE HIGHWAY 52 FROM
 JD1719'THE MISSOURI-KANSAS-TEXAS RAILROAD STATION AT APPLETON CITY,
 JD1719'THENCE 0.25 MILE SOUTH ALONG STATE ROAD A, THENCE 4.0 MILES EAST
 JD1719'ALONG STATE ROAD AA, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD,
 JD1719'THENCE 4.95 MILES EAST ALONG A GRAVELED ROAD, AT JUNCTION OF A
 JD1719'T-ROAD LEADING NORTH, 0.5 MILE EAST OF STATE ROAD FF, 44 FEET
 JD1719'NORTH OF THE CENTER LINE OF ROAD, 14 FEET EAST OF THE CENTER
 JD1719'LINE OF T-ROAD, 32 FEET EAST OF A POWER POLE, 5 FEET NORTHWEST
 JD1719'OF A BRACED POWER POLE, 1/2 FEET WEST OF A FENCE, 1.4 FEET
 JD1719'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JD1719'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 JD1719'A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING
 JD1719'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0636 ***********************************************************************
 JE0636  DESIGNATION -  K 264
 JE0636  PID         -  JE0636
 JE0636  STATE/COUNTY-  MO/BATES
 JE0636  USGS QUAD   -  PLEASANT GAP (1961)
 JE0636
 JE0636                         *CURRENT SURVEY CONTROL
 JE0636  ___________________________________________________________________
 JE0636* NAD 83(1986)-  38 13 45.     (N)    094 09 28.     (W)     SCALED    
 JE0636* NAVD 88     -       296.019  (meters)     971.19   (feet)  ADJUSTED  
 JE0636  ___________________________________________________________________
 JE0636  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0636  DYNAMIC HT  -         295.804 (meters)     970.48  (feet)  COMP
 JE0636  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 JE0636
 JE0636  VERT ORDER  -  SECOND    CLASS 0
 JE0636
 JE0636.The horizontal coordinates were scaled from a topographic map and have
 JE0636.an estimated accuracy of +/- 6 seconds.
 JE0636
 JE0636.The orthometric height was determined by differential leveling
 JE0636.and adjusted by the National Geodetic Survey in June 1991..
 JE0636
 JE0636.The geoid height was determined by GEOID03.
 JE0636
 JE0636.The dynamic height is computed by dividing the NAVD 88
 JE0636.geopotential number by the normal gravity value computed on the
 JE0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0636.degrees latitude (g = 980.6199 gals.).
 JE0636
 JE0636.The modeled gravity was interpolated from observed gravity values.
 JE0636
 JE0636;                    North         East    Units  Estimated Accuracy
 JE0636;SPC MO W     -   228,940.      879,960.      MT  (+/- 180 meters Scaled)
 JE0636
 JE0636                          SUPERSEDED SURVEY CONTROL
 JE0636
 JE0636  NGVD 29 (??/??/92)  295.911  (m)          970.83   (f) ADJ UNCH    2 0
 JE0636
 JE0636.Superseded values are not recommended for survey control.
 JE0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0636.See file dsdata.txt to determine how the superseded data were derived.
 JE0636
 JE0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC986318(NAD 83)
 JE0636_MARKER: DB = BENCH MARK DISK
 JE0636_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0636_SP_SET: 7 FEET
 JE0636_STAMPING: K 264 1963
 JE0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0636
 JE0636  HISTORY     - Date     Condition        Report By
 JE0636  HISTORY     - 1963     MONUMENTED       CGS
 JE0636  HISTORY     - 20060826 GOOD             INDIV
 JE0636
 JE0636                          STATION DESCRIPTION
 JE0636
 JE0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0636'3.9 MI SW FROM SPRUCE.
 JE0636'ABOUT 0.3 MILE WEST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0636'CHURCH AT SPRUCE, THENCE 3.6 MILES SOUTHWEST ALONG A WINDING
 JE0636'GRAVELED ROAD, 30 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JE0636'28 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 6 FEET
 JE0636'EAST OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 JE0636'LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JE0636'ROD WHICH IS DRIVEN TO A DEPTH OF 7 FEET AND ENCASED IN A
 JE0636'6-INCH TILE PROJECTING 4 INCHES.
 JE0636
 JE0636                          STATION RECOVERY (2006)
 JE0636
 JE0636'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0636'THE DISC HAS BEEN SCRAPED BUT IS STILL READABLE.  THE FENCE HAS BEEN
 JE0636'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0280 ***********************************************************************
 JE0280  DESIGNATION -  K 265
 JE0280  PID         -  JE0280
 JE0280  STATE/COUNTY-  MO/BATES
 JE0280  USGS QUAD   -  RICH HILL (1991)
 JE0280
 JE0280                         *CURRENT SURVEY CONTROL
 JE0280  ___________________________________________________________________
 JE0280* NAD 83(1986)-  38 04 52.     (N)    094 21 30.     (W)     SCALED    
 JE0280* NAVD 88     -       243.264  (meters)     798.11   (feet)  ADJUSTED  
 JE0280  ___________________________________________________________________
 JE0280  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JE0280  DYNAMIC HT  -         243.086 (meters)     797.52  (feet)  COMP
 JE0280  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 JE0280
 JE0280  VERT ORDER  -  FIRST     CLASS II
 JE0280
 JE0280.The horizontal coordinates were scaled from a topographic map and have
 JE0280.an estimated accuracy of +/- 6 seconds.
 JE0280
 JE0280.The orthometric height was determined by differential leveling
 JE0280.and adjusted by the National Geodetic Survey in June 1991..
 JE0280
 JE0280.The geoid height was determined by GEOID03.
 JE0280
 JE0280.The dynamic height is computed by dividing the NAVD 88
 JE0280.geopotential number by the normal gravity value computed on the
 JE0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0280.degrees latitude (g = 980.6199 gals.).
 JE0280
 JE0280.The modeled gravity was interpolated from observed gravity values.
 JE0280
 JE0280;                    North         East    Units  Estimated Accuracy
 JE0280;SPC MO W     -   212,460.      862,430.      MT  (+/- 180 meters Scaled)
 JE0280
 JE0280                          SUPERSEDED SURVEY CONTROL
 JE0280
 JE0280  NGVD 29 (??/??/92)  243.151  (m)          797.74   (f) ADJ UNCH    1 2
 JE0280
 JE0280.Superseded values are not recommended for survey control.
 JE0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0280.See file dsdata.txt to determine how the superseded data were derived.
 JE0280
 JE0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC808156(NAD 83)
 JE0280_MARKER: DB = BENCH MARK DISK
 JE0280_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0280_SP_SET: 4 FT
 JE0280_STAMPING: K 265 1963
 JE0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0280
 JE0280  HISTORY     - Date     Condition        Report By
 JE0280  HISTORY     - 1963     MONUMENTED       CGS
 JE0280
 JE0280                          STATION DESCRIPTION
 JE0280
 JE0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0280'0.9 MI S FROM RICH HILL.
 JE0280'ABOUT 0.9 MI S ALONG THE MISSOURI PACIFIC RR FROM THE STATION AT
 JE0280'RICH HILL, IN SECTION 17, T 38 N, R 31 W, 63 FEET N OF MILEPOST
 JE0280'300, 44 FT W OF THE W RAIL OF THE MAIN TRACK, 28 FT W OF THE W
 JE0280'RAIL OF A SIDE TRACK, 1/2 FT E OF A FENCE, 1.2 FT S OF A METAL
 JE0280'WITNESS POST, ABOUT 4 FT BELOW THE LEVEL OF THE TRACK, AND ON
 JE0280'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 JE0280'DEPTH OF 4 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 JE0280'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0033 ***********************************************************************
 JE0033  DESIGNATION -  K 266
 JE0033  PID         -  JE0033
 JE0033  STATE/COUNTY-  MO/CASS
 JE0033  USGS QUAD   -  HARRISONVILLE (1981)
 JE0033
 JE0033                         *CURRENT SURVEY CONTROL
 JE0033  ___________________________________________________________________
 JE0033* NAD 83(1986)-  38 40 31.     (N)    094 20 32.     (W)     SCALED    
 JE0033* NAVD 88     -       295.038  (meters)     967.97   (feet)  ADJUSTED  
 JE0033  ___________________________________________________________________
 JE0033  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JE0033  DYNAMIC HT  -         294.837 (meters)     967.31  (feet)  COMP
 JE0033  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 JE0033
 JE0033  VERT ORDER  -  FIRST     CLASS II
 JE0033
 JE0033.The horizontal coordinates were scaled from a topographic map and have
 JE0033.an estimated accuracy of +/- 6 seconds.
 JE0033
 JE0033.The orthometric height was determined by differential leveling
 JE0033.and adjusted by the National Geodetic Survey in June 1991..
 JE0033
 JE0033.The geoid height was determined by GEOID03.
 JE0033
 JE0033.The dynamic height is computed by dividing the NAVD 88
 JE0033.geopotential number by the normal gravity value computed on the
 JE0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0033.degrees latitude (g = 980.6199 gals.).
 JE0033
 JE0033.The modeled gravity was interpolated from observed gravity values.
 JE0033
 JE0033;                    North         East    Units  Estimated Accuracy
 JE0033;SPC MO W     -   278,420.      863,730.      MT  (+/- 180 meters Scaled)
 JE0033
 JE0033                          SUPERSEDED SURVEY CONTROL
 JE0033
 JE0033  NGVD 29 (??/??/92)  294.922  (m)          967.59   (f) ADJ UNCH    1 2
 JE0033
 JE0033.Superseded values are not recommended for survey control.
 JE0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0033.See file dsdata.txt to determine how the superseded data were derived.
 JE0033
 JE0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC832815(NAD 83)
 JE0033_MARKER: DB = BENCH MARK DISK
 JE0033_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0033+WITH SETTING: INTO GROUND
 JE0033_STAMPING: K 266 1963
 JE0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0033+STABILITY: SURFACE MOTION
 JE0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0033+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 JE0033
 JE0033  HISTORY     - Date     Condition        Report By
 JE0033  HISTORY     - 1963     MONUMENTED       CGS
 JE0033  HISTORY     - 20050528 GOOD             INDIV
 JE0033
 JE0033                          STATION DESCRIPTION
 JE0033
 JE0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0033'1 MI NE FROM HARRISONVILLE.
 JE0033'ABOUT 1.0 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0033'FROM THE STATION AT HARRISONVILLE, 33 FEET WEST OF THE WEST RAIL,
 JE0033'29 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 3 1/2 FEET
 JE0033'NORTH OF THE 3RD POLE SOUTH OF MILE POST 257-30, 1.0 FOOT SOUTH
 JE0033'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 JE0033'RAILS, AND ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 4
 JE0033'INCHES.
 JE0033
 JE0033                          STATION RECOVERY (2005)
 JE0033
 JE0033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0572 ***********************************************************************
 JE0572  DESIGNATION -  K 267
 JE0572  PID         -  JE0572
 JE0572  STATE/COUNTY-  MO/BATES
 JE0572  USGS QUAD   -  VIRGINIA (1961)
 JE0572
 JE0572                         *CURRENT SURVEY CONTROL
 JE0572  ___________________________________________________________________
 JE0572* NAD 83(1986)-  38 15 57.     (N)    094 28 52.     (W)     SCALED    
 JE0572* NAVD 88     -       260.809  (meters)     855.67   (feet)  ADJUSTED  
 JE0572  ___________________________________________________________________
 JE0572  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0572  DYNAMIC HT  -         260.623 (meters)     855.06  (feet)  COMP
 JE0572  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 JE0572
 JE0572  VERT ORDER  -  SECOND    CLASS 0
 JE0572
 JE0572.The horizontal coordinates were scaled from a topographic map and have
 JE0572.an estimated accuracy of +/- 6 seconds.
 JE0572
 JE0572.The orthometric height was determined by differential leveling
 JE0572.and adjusted by the National Geodetic Survey in June 1991..
 JE0572
 JE0572.The geoid height was determined by GEOID03.
 JE0572
 JE0572.The dynamic height is computed by dividing the NAVD 88
 JE0572.geopotential number by the normal gravity value computed on the
 JE0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0572.degrees latitude (g = 980.6199 gals.).
 JE0572
 JE0572.The modeled gravity was interpolated from observed gravity values.
 JE0572
 JE0572;                    North         East    Units  Estimated Accuracy
 JE0572;SPC MO W     -   232,960.      851,650.      MT  (+/- 180 meters Scaled)
 JE0572
 JE0572                          SUPERSEDED SURVEY CONTROL
 JE0572
 JE0572  NGVD 29 (??/??/92)  260.689  (m)          855.28   (f) ADJ UNCH    2 0
 JE0572
 JE0572.Superseded values are not recommended for survey control.
 JE0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0572.See file dsdata.txt to determine how the superseded data were derived.
 JE0572
 JE0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC704363(NAD 83)
 JE0572_MARKER: DB = BENCH MARK DISK
 JE0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0572_SP_SET: CULVERT
 JE0572_STAMPING: K 267 1963
 JE0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0572+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 JE0572
 JE0572  HISTORY     - Date     Condition        Report By
 JE0572  HISTORY     - 1963     MONUMENTED       CGS
 JE0572  HISTORY     - 20050409 GOOD             INDIV
 JE0572
 JE0572                          STATION DESCRIPTION
 JE0572
 JE0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0572'0.8 MI E FROM VIRGINIA.
 JE0572'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0572'CHURCH AT VIRGINIA, 20 FEET SOUTH OF THE CENTER LINE OF THE
 JE0572'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 JE0572'HEADWALL OF A CONCRETE CULVERT ABOUT 100 YARDS WEST OF A ROAD
 JE0572'INTERSECTION, AND ABOUT LEVEL WITH THE HIGHWAY
 JE0572
 JE0572                          STATION RECOVERY (2005)
 JE0572
 JE0572'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0572'MARK HAS BEEN SCRAPPED BY ROAD EQUIPMENT BUT STILL READABLE AND IN
 JE0572'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0944 ***********************************************************************
 JD0944  DESIGNATION -  K 268
 JD0944  PID         -  JD0944
 JD0944  STATE/COUNTY-  MO/MORGAN
 JD0944  USGS QUAD   -  PYRMONT (1961)
 JD0944
 JD0944                         *CURRENT SURVEY CONTROL
 JD0944  ___________________________________________________________________
 JD0944* NAD 83(1986)-  38 32 01.     (N)    093 00 31.     (W)     SCALED    
 JD0944* NAVD 88     -       307.683  (meters)    1009.46   (feet)  ADJUSTED  
 JD0944  ___________________________________________________________________
 JD0944  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD0944  DYNAMIC HT  -         307.465 (meters)    1008.74  (feet)  COMP
 JD0944  MODELED GRAV-     979,913.3   (mgal)                       NAVD 88
 JD0944
 JD0944  VERT ORDER  -  SECOND    CLASS 0
 JD0944
 JD0944.The horizontal coordinates were scaled from a topographic map and have
 JD0944.an estimated accuracy of +/- 6 seconds.
 JD0944
 JD0944.The orthometric height was determined by differential leveling
 JD0944.and adjusted by the National Geodetic Survey in June 1991..
 JD0944
 JD0944.The geoid height was determined by GEOID03.
 JD0944
 JD0944.The dynamic height is computed by dividing the NAVD 88
 JD0944.geopotential number by the normal gravity value computed on the
 JD0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0944.degrees latitude (g = 980.6199 gals.).
 JD0944
 JD0944.The modeled gravity was interpolated from observed gravity values.
 JD0944
 JD0944;                    North         East    Units  Estimated Accuracy
 JD0944;SPC MO C     -   299,780.      455,660.      MT  (+/- 180 meters Scaled)
 JD0944
 JD0944                          SUPERSEDED SURVEY CONTROL
 JD0944
 JD0944  NGVD 29 (??/??/92)  307.569  (m)         1009.08   (f) ADJ UNCH    2 0
 JD0944
 JD0944.Superseded values are not recommended for survey control.
 JD0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0944.See file dsdata.txt to determine how the superseded data were derived.
 JD0944
 JD0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC992650(NAD 83)
 JD0944_MARKER: DB = BENCH MARK DISK
 JD0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0944_STAMPING: K 268 1963
 JD0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0944+STABILITY: SURFACE MOTION
 JD0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD0944+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1992
 JD0944
 JD0944  HISTORY     - Date     Condition        Report By
 JD0944  HISTORY     - 1963     MONUMENTED       CGS
 JD0944  HISTORY     - 19920225 GOOD             MODNR
 JD0944
 JD0944                          STATION DESCRIPTION
 JD0944
 JD0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0944'4.5 MI S FROM FLORENCE.
 JD0944'ABOUT 4.5 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0944'CHURCH AT FLORENCE, IN SECTION 34, T 44 N, R 19 W, 96 FEET
 JD0944'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET NORTHEAST OF
 JD0944'THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTHEAST, 1.3 FEET
 JD0944'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 JD0944'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
 JD0944
 JD0944                          STATION RECOVERY (1992)
 JD0944
 JD0944'RECOVERY NOTE BY MO DEPT OF NAT RES 1992 (BDC)
 JD0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0991 ***********************************************************************
 JD0991  DESIGNATION -  K 269
 JD0991  PID         -  JD0991
 JD0991  STATE/COUNTY-  MO/PETTIS
 JD0991  USGS QUAD   -  PYRMONT (1961)
 JD0991
 JD0991                         *CURRENT SURVEY CONTROL
 JD0991  ___________________________________________________________________
 JD0991* NAD 83(1986)-  38 32 44.     (N)    093 05 58.     (W)     SCALED    
 JD0991* NAVD 88     -       301.194  (meters)     988.17   (feet)  ADJUSTED  
 JD0991  ___________________________________________________________________
 JD0991  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0991  DYNAMIC HT  -         300.981 (meters)     987.47  (feet)  COMP
 JD0991  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 JD0991
 JD0991  VERT ORDER  -  SECOND    CLASS 0
 JD0991
 JD0991.The horizontal coordinates were scaled from a topographic map and have
 JD0991.an estimated accuracy of +/- 6 seconds.
 JD0991
 JD0991.The orthometric height was determined by differential leveling
 JD0991.and adjusted by the National Geodetic Survey in June 1991..
 JD0991
 JD0991.The geoid height was determined by GEOID03.
 JD0991
 JD0991.The dynamic height is computed by dividing the NAVD 88
 JD0991.geopotential number by the normal gravity value computed on the
 JD0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0991.degrees latitude (g = 980.6199 gals.).
 JD0991
 JD0991.The modeled gravity was interpolated from observed gravity values.
 JD0991
 JD0991;                    North         East    Units  Estimated Accuracy
 JD0991;SPC MO C     -   301,160.      447,750.      MT  (+/- 180 meters Scaled)
 JD0991
 JD0991                          SUPERSEDED SURVEY CONTROL
 JD0991
 JD0991  NGVD 29 (??/??/92)  301.080  (m)          987.79   (f) ADJ UNCH    2 0
 JD0991
 JD0991.Superseded values are not recommended for survey control.
 JD0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0991.See file dsdata.txt to determine how the superseded data were derived.
 JD0991
 JD0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC913663(NAD 83)
 JD0991_MARKER: DB = BENCH MARK DISK
 JD0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0991_STAMPING: K 269 1963
 JD0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0991+STABILITY: SURFACE MOTION
 JD0991
 JD0991  HISTORY     - Date     Condition        Report By
 JD0991  HISTORY     - 1963     MONUMENTED       CGS
 JD0991
 JD0991                          STATION DESCRIPTION
 JD0991
 JD0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0991'2.7 MI SE FROM BAHNER.
 JD0991'ABOUT 0.45 MILE EAST ALONG STATE ROAD V FROM THE CEMETERY AT
 JD0991'BAHNER, THENCE 2.2 MILES SOUTHEAST ALONG STATE ROAD C, THENCE
 JD0991'0.05 MILE SOUTH ALONG STATE ROAD PP, AT THE JUNCTION OF STATE
 JD0991'ROAD PP AND A GRAVELED ROAD LEADING WEST, 29 FEET EAST OF THE
 JD0991'CENTER LINE OF THE STATE ROAD, 33 FEET NORTH OF THE CENTER LINE
 JD0991'OF THE GRAVELED ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 JD0991'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE
 JD0991'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0944 ***********************************************************************
 GD0944  DESIGNATION -  K 27
 GD0944  PID         -  GD0944
 GD0944  STATE/COUNTY-  MO/PEMISCOT
 GD0944  USGS QUAD   -  WARDELL (1978)
 GD0944
 GD0944                         *CURRENT SURVEY CONTROL
 GD0944  ___________________________________________________________________
 GD0944* NAD 83(1986)-  36 17 53.     (N)    089 45 04.     (W)     SCALED    
 GD0944* NAVD 88     -        81.880  (meters)     268.63   (feet)  ADJUSTED  
 GD0944  ___________________________________________________________________
 GD0944  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GD0944  DYNAMIC HT  -          81.813 (meters)     268.41  (feet)  COMP
 GD0944  MODELED GRAV-     979,814.2   (mgal)                       NAVD 88
 GD0944
 GD0944  VERT ORDER  -  SECOND    CLASS 0
 GD0944
 GD0944.The horizontal coordinates were scaled from a topographic map and have
 GD0944.an estimated accuracy of +/- 6 seconds.
 GD0944
 GD0944.The orthometric height was determined by differential leveling
 GD0944.and adjusted by the National Geodetic Survey in June 1991..
 GD0944
 GD0944.The geoid height was determined by GEOID03.
 GD0944
 GD0944.The dynamic height is computed by dividing the NAVD 88
 GD0944.geopotential number by the normal gravity value computed on the
 GD0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0944.degrees latitude (g = 980.6199 gals.).
 GD0944
 GD0944.The modeled gravity was interpolated from observed gravity values.
 GD0944
 GD0944;                    North         East    Units  Estimated Accuracy
 GD0944;SPC MO E     -    51,820.      317,260.      MT  (+/- 180 meters Scaled)
 GD0944
 GD0944                          SUPERSEDED SURVEY CONTROL
 GD0944
 GD0944  NGVD 29 (??/??/??)   81.801  (m)          268.38   (f) ADJUSTED    2 0
 GD0944
 GD0944.Superseded values are not recommended for survey control.
 GD0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0944.See file dsdata.txt to determine how the superseded data were derived.
 GD0944
 GD0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF529205(NAD 83)
 GD0944_MARKER: DB = BENCH MARK DISK
 GD0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0944_STAMPING: K 27 1933
 GD0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0944+STABILITY: SURFACE MOTION
 GD0944
 GD0944  HISTORY     - Date     Condition        Report By
 GD0944  HISTORY     - 1933     MONUMENTED       CGS
 GD0944  HISTORY     - 20020712 MARK NOT FOUND   USACE
 GD0944
 GD0944                          STATION DESCRIPTION
 GD0944
 GD0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0944'4.2 MI N FROM HAYTI.
 GD0944'ABOUT 4-1/4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO
 GD0944'RAILWAY FROM HAYTI, AT NETHERLANDS, THREE RAILS SOUTH OF THE
 GD0944'STATION, 23 FEET EAST OF POLE 208/13, 55 FEET NORTHWEST OF THE
 GD0944'NORTHWEST CORNER OF A GENERAL STORE, AT A ROAD CROSSING, 49
 GD0944'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 30 FEET EAST OF
 GD0944'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 27 1933
 GD0944'AND SET IN THE TOP OF A CONCRETE POST.
 GD0944
 GD0944                          STATION RECOVERY (2002)
 GD0944
 GD0944'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0192 ***********************************************************************
 HE0192  DESIGNATION -  K 27
 HE0192  PID         -  HE0192
 HE0192  STATE/COUNTY-  MO/JASPER
 HE0192  USGS QUAD   -  JASPER (1962)
 HE0192
 HE0192                         *CURRENT SURVEY CONTROL
 HE0192  ___________________________________________________________________
 HE0192* NAD 83(1986)-  37 18 38.     (N)    094 18 31.     (W)     SCALED    
 HE0192* NAVD 88     -       295.92   (+/-2cm)     970.9    (feet)  VERTCON   
 HE0192  ___________________________________________________________________
 HE0192  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HE0192
 HE0192  VERT ORDER  -  ? (See Below)
 HE0192
 HE0192.The horizontal coordinates were scaled from a topographic map and have
 HE0192.an estimated accuracy of +/- 6 seconds.
 HE0192
 HE0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0192.The vertical order pertains to the NGVD 29 superseded value.
 HE0192
 HE0192.The geoid height was determined by GEOID03.
 HE0192
 HE0192;                    North         East    Units  Estimated Accuracy
 HE0192;SPC MO W     -   126,950.      866,970.      MT  (+/- 180 meters Scaled)
 HE0192
 HE0192                          SUPERSEDED SURVEY CONTROL
 HE0192
 HE0192  NGVD 29 (??/??/92)  295.810  (m)          970.50   (f) ADJ UNCH    ?  
 HE0192
 HE0192.Superseded values are not recommended for survey control.
 HE0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0192.See file dsdata.txt to determine how the superseded data were derived.
 HE0192
 HE0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB840301(NAD 83)
 HE0192_MARKER: DD = SURVEY DISK
 HE0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0192_STAMPING: K 27 1938
 HE0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0192+STABILITY: SURFACE MOTION
 HE0192
 HE0192  HISTORY     - Date     Condition        Report By
 HE0192  HISTORY     - 1938     MONUMENTED       USGS
 HE0192  HISTORY     - 1969     MARK NOT FOUND   NGS
 HE0192
 HE0192                          STATION DESCRIPTION
 HE0192
 HE0192'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 HE0192'1.8 MI S FROM JASPER.
 HE0192'1.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM JASPER,
 HE0192'JASPER COUNTY, IN THE NORTHEAST QUARTER OF SECTION 35, T 30 N,
 HE0192'R 31 W, AT A ROAD CROSSING, 45 FEET EAST OF THE TRACK, AND 38
 HE0192'FEET SOUTH OF THE ROAD.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 HE0192'STAMPED K 27 1938 AND SET IN THE TOP OF A CONCRETE POST.
 HE0192
 HE0192                          STATION RECOVERY (1969)
 HE0192
 HE0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HE0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1054 ***********************************************************************
 JD1054  DESIGNATION -  K 270
 JD1054  PID         -  JD1054
 JD1054  STATE/COUNTY-  MO/PETTIS
 JD1054  USGS QUAD   -  BAHNER (1972)
 JD1054
 JD1054                         *CURRENT SURVEY CONTROL
 JD1054  ___________________________________________________________________
 JD1054* NAD 83(1986)-  38 33 23.     (N)    093 12 22.     (W)     SCALED    
 JD1054* NAVD 88     -       285.538  (meters)     936.80   (feet)  ADJUSTED  
 JD1054  ___________________________________________________________________
 JD1054  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1054  DYNAMIC HT  -         285.336 (meters)     936.14  (feet)  COMP
 JD1054  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 JD1054
 JD1054  VERT ORDER  -  SECOND    CLASS 0
 JD1054
 JD1054.The horizontal coordinates were scaled from a topographic map and have
 JD1054.an estimated accuracy of +/- 6 seconds.
 JD1054
 JD1054.The orthometric height was determined by differential leveling
 JD1054.and adjusted by the National Geodetic Survey in June 1991..
 JD1054
 JD1054.The geoid height was determined by GEOID03.
 JD1054
 JD1054.The dynamic height is computed by dividing the NAVD 88
 JD1054.geopotential number by the normal gravity value computed on the
 JD1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1054.degrees latitude (g = 980.6199 gals.).
 JD1054
 JD1054.The modeled gravity was interpolated from observed gravity values.
 JD1054
 JD1054;                    North         East    Units  Estimated Accuracy
 JD1054;SPC MO C     -   302,430.      438,460.      MT  (+/- 180 meters Scaled)
 JD1054
 JD1054                          SUPERSEDED SURVEY CONTROL
 JD1054
 JD1054  NGVD 29 (??/??/92)  285.422  (m)          936.42   (f) ADJ UNCH    2 0
 JD1054
 JD1054.Superseded values are not recommended for survey control.
 JD1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1054.See file dsdata.txt to determine how the superseded data were derived.
 JD1054
 JD1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC820675(NAD 83)
 JD1054_MARKER: DB = BENCH MARK DISK
 JD1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1054_SP_SET: FOUNDATION
 JD1054_STAMPING: K 270 1963
 JD1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1054
 JD1054  HISTORY     - Date     Condition        Report By
 JD1054  HISTORY     - 1963     MONUMENTED       CGS
 JD1054
 JD1054                          STATION DESCRIPTION
 JD1054
 JD1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1054'3.1 MI SW FROM SPRING FORK.
 JD1054'ABOUT 1.1 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD1054'SPRING FORK CREEK AT SPRING FORK, THENCE 1.0 MILE SOUTH ALONG
 JD1054'COUNTY ROAD U, THENCE 1.0 MILE EAST AND SOUTH ALONG A GRAVELED
 JD1054'ROAD, IN SECTION 26, T 44 N, R 21 W, AT AN OLD SCHOOL WHICH IS
 JD1054'NOW A HOME, 110 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JD1054'1.6 FEET EAST OF THE SOUTHWEST CORNER OF THE HOUSE, 1/2 FOOT
 JD1054'ABOVE THE GROUND, ABOUT 6 FEET ABOVE THE ROAD, AND SET VERTICALLY
 JD1054'IN THE SOUTH FACE OF THE CONCRETE FOUNDATION OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1286 ***********************************************************************
 JD1286  DESIGNATION -  K 271
 JD1286  PID         -  JD1286
 JD1286  STATE/COUNTY-  MO/BENTON
 JD1286  USGS QUAD   -  LINCOLN (1961)
 JD1286
 JD1286                         *CURRENT SURVEY CONTROL
 JD1286  ___________________________________________________________________
 JD1286* NAD 83(1986)-  38 26 50.     (N)    093 16 37.     (W)     SCALED    
 JD1286* NAVD 88     -       277.935  (meters)     911.86   (feet)  ADJUSTED  
 JD1286  ___________________________________________________________________
 JD1286  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD1286  DYNAMIC HT  -         277.738 (meters)     911.21  (feet)  COMP
 JD1286  MODELED GRAV-     979,911.3   (mgal)                       NAVD 88
 JD1286
 JD1286  VERT ORDER  -  SECOND    CLASS 0
 JD1286
 JD1286.The horizontal coordinates were scaled from a topographic map and have
 JD1286.an estimated accuracy of +/- 6 seconds.
 JD1286
 JD1286.The orthometric height was determined by differential leveling
 JD1286.and adjusted by the National Geodetic Survey in June 1991..
 JD1286
 JD1286.The geoid height was determined by GEOID03.
 JD1286
 JD1286.The dynamic height is computed by dividing the NAVD 88
 JD1286.geopotential number by the normal gravity value computed on the
 JD1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1286.degrees latitude (g = 980.6199 gals.).
 JD1286
 JD1286.The modeled gravity was interpolated from observed gravity values.
 JD1286
 JD1286;                    North         East    Units  Estimated Accuracy
 JD1286;SPC MO C     -   290,360.      432,180.      MT  (+/- 180 meters Scaled)
 JD1286
 JD1286                          SUPERSEDED SURVEY CONTROL
 JD1286
 JD1286  NGVD 29 (??/??/92)  277.808  (m)          911.44   (f) ADJ UNCH    2 0
 JD1286
 JD1286.Superseded values are not recommended for survey control.
 JD1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1286.See file dsdata.txt to determine how the superseded data were derived.
 JD1286
 JD1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC758554(NAD 83)
 JD1286_MARKER: DB = BENCH MARK DISK
 JD1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1286_STAMPING: K 271 1963
 JD1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1286+STABILITY: SURFACE MOTION
 JD1286
 JD1286  HISTORY     - Date     Condition        Report By
 JD1286  HISTORY     - 1963     MONUMENTED       CGS
 JD1286
 JD1286                          STATION DESCRIPTION
 JD1286
 JD1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1286'5.4 MI SW FROM COLE CAMP.
 JD1286'0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE AT
 JD1286'COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD, THENCE
 JD1286'3.4 MILES WEST ALONG A GRAVELED ROAD, 24 FEET WEST OF THE CENTER
 JD1286'LINE OF THE ROAD 231 FEET SOUTH OF THE CENTER OF A JUNCTION WITH
 JD1286'A GRAVELED ROAD LEADING NORTH 19 FEET NORTH OF THE CENTER LINE
 JD1286'OF A DRIVEWAY, 1 1/2 FEET SOUTH OF A FENCE, 6.5 FEET WEST OF A
 JD1286'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JD1286'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1606 ***********************************************************************
 JD1606  DESIGNATION -  K 272
 JD1606  PID         -  JD1606
 JD1606  STATE/COUNTY-  MO/HENRY
 JD1606  USGS QUAD   -  LEESVILLE (1981)
 JD1606
 JD1606                         *CURRENT SURVEY CONTROL
 JD1606  ___________________________________________________________________
 JD1606* NAD 83(1986)-  38 21 39.     (N)    093 32 42.     (W)     SCALED    
 JD1606* NAVD 88     -       226.035  (meters)     741.58   (feet)  ADJUSTED  
 JD1606  ___________________________________________________________________
 JD1606  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JD1606  DYNAMIC HT  -         225.877 (meters)     741.06  (feet)  COMP
 JD1606  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 JD1606
 JD1606  VERT ORDER  -  SECOND    CLASS 0
 JD1606
 JD1606.The horizontal coordinates were scaled from a topographic map and have
 JD1606.an estimated accuracy of +/- 6 seconds.
 JD1606
 JD1606.The orthometric height was determined by differential leveling
 JD1606.and adjusted by the National Geodetic Survey in June 1991..
 JD1606
 JD1606.The geoid height was determined by GEOID03.
 JD1606
 JD1606.The dynamic height is computed by dividing the NAVD 88
 JD1606.geopotential number by the normal gravity value computed on the
 JD1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1606.degrees latitude (g = 980.6199 gals.).
 JD1606
 JD1606.The modeled gravity was interpolated from observed gravity values.
 JD1606
 JD1606;                    North         East    Units  Estimated Accuracy
 JD1606;SPC MO W     -   243,930.      933,460.      MT  (+/- 180 meters Scaled)
 JD1606
 JD1606                          SUPERSEDED SURVEY CONTROL
 JD1606
 JD1606  NGVD 29 (??/??/92)  225.908  (m)          741.17   (f) ADJ UNCH    2 0
 JD1606
 JD1606.Superseded values are not recommended for survey control.
 JD1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1606.See file dsdata.txt to determine how the superseded data were derived.
 JD1606
 JD1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC523459(NAD 83)
 JD1606_MARKER: DB = BENCH MARK DISK
 JD1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1606_STAMPING: K 272 1963
 JD1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1606+STABILITY: SURFACE MOTION
 JD1606
 JD1606  HISTORY     - Date     Condition        Report By
 JD1606  HISTORY     - 1963     MONUMENTED       CGS
 JD1606
 JD1606                          STATION DESCRIPTION
 JD1606
 JD1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1606'3.6 MI N FROM TIGHTWAD.
 JD1606'ABOUT 3.55 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1606'AT TIGHTWAD, IN SECTION 2, T 41 N, R 24 W, 100 YARDS NORTH
 JD1606'OF THE EXTENDED CENTER LINE OF THE GRAVELED ROAD LEADING EAST,
 JD1606'34 FEET EAST OF THE CENTER LINE OF THE ROAD, 19 FEET NORTH OF
 JD1606'THE CENTER LINE OF A GATE, 2 FEET WEST OF A FENCE, 1.5 FEET
 JD1606'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 JD1606'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1606'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1089 ***********************************************************************
 GD1089  DESIGNATION -  K 273
 GD1089  PID         -  GD1089
 GD1089  STATE/COUNTY-  MO/PEMISCOT
 GD1089  USGS QUAD   -  STANLEY (1971)
 GD1089
 GD1089                         *CURRENT SURVEY CONTROL
 GD1089  ___________________________________________________________________
 GD1089* NAD 83(1997)-  36 15 49.21526(N)    089 42 17.43396(W)     ADJUSTED  
 GD1089* NAVD 88     -        88.460  (meters)     290.22   (feet)  ADJUSTED  
 GD1089  ___________________________________________________________________
 GD1089  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 GD1089  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GD1089  DYNAMIC HT  -          88.387 (meters)     289.98  (feet)  COMP
 GD1089  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 GD1089
 GD1089  HORZ ORDER  -  SECOND
 GD1089  VERT ORDER  -  FIRST     CLASS I
 GD1089
 GD1089.The horizontal coordinates were established by classical geodetic methods
 GD1089.and adjusted by the National Geodetic Survey in February 2000..
 GD1089
 GD1089.The orthometric height was determined by differential leveling
 GD1089.and adjusted by the National Geodetic Survey in June 1991..
 GD1089
 GD1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1089
 GD1089.The geoid height was determined by GEOID03.
 GD1089
 GD1089.The dynamic height is computed by dividing the NAVD 88
 GD1089.geopotential number by the normal gravity value computed on the
 GD1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1089.degrees latitude (g = 980.6199 gals.).
 GD1089
 GD1089.The modeled gravity was interpolated from observed gravity values.
 GD1089
 GD1089;                    North         East     Units Scale Factor Converg.
 GD1089;SPC MO E     -    48,040.310   321,450.823   MT  0.99999621   +0 28 13.3
 GD1089;UTM  16      - 4,016,588.189   257,005.704   MT  1.00032758   -1 36 02.5
 GD1089
 GD1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1089!SPC MO E     -   0.99999058  x   0.99999621  =   0.99998679
 GD1089!UTM  16      -   0.99999058  x   1.00032758  =   1.00031816
 GD1089
 GD1089                          SUPERSEDED SURVEY CONTROL
 GD1089
 GD1089  NAD 83(1997)-  36 15 49.21579(N)    089 42 17.43393(W) AD(       ) 2
 GD1089  NAD 83(1997)-  36 15 49.22101(N)    089 42 17.43243(W) AD(       ) 2
 GD1089  NAD 83(1997)-  36 15 49.22023(N)    089 42 17.43108(W) AD(       ) 2
 GD1089  NAD 83(1986)-  36 15 49.22631(N)    089 42 17.43199(W) AD(       ) 2
 GD1089  NAD 27      -  36 15 48.98336(N)    089 42 17.14244(W) AD(       ) 2
 GD1089  NGVD 29 (??/??/??)   88.370  (m)          289.93   (f) ADJUSTED    1 1
 GD1089
 GD1089.Superseded values are not recommended for survey control.
 GD1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1089.See file dsdata.txt to determine how the superseded data were derived.
 GD1089
 GD1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5700616588(NAD 83)
 GD1089_MARKER: DB = BENCH MARK DISK
 GD1089_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1089+WITH SETTING: INTO GROUND
 GD1089_SP_SET: METAL ROD WITH BASE PLATE
 GD1089_STAMPING: K 273 1976
 GD1089_MARK LOGO: NGS   
 GD1089_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1089+STABILITY: SURFACE MOTION
 GD1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1089+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 GD1089
 GD1089  HISTORY     - Date     Condition        Report By
 GD1089  HISTORY     - 1976     MONUMENTED       NGS
 GD1089  HISTORY     - 1977     GOOD             NGS
 GD1089  HISTORY     - 20000901 GOOD             USE
 GD1089  HISTORY     - 20020712 GOOD             USACE
 GD1089
 GD1089                          STATION DESCRIPTION
 GD1089
 GD1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1089'6.5 MI NORTH FROM CARUTHERSVILLE.
 GD1089'6.5 MILES NORTH ALONG LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1089'OFFICE, 109 FEET EAST OF A FENCE AT TOE OF LEVEE, 16 FEET WEST
 GD1089'OF THE CENTER OF LEVEE, AND 1.9 FEET EAST OF MILEPOST 22/23.
 GD1089
 GD1089                          STATION RECOVERY (1977)
 GD1089
 GD1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1089'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTH-NORTHEAST
 GD1089'OF THE SMALL TOWN OF HAYTI AND 8 MILES SOUTH OF
 GD1089'PORTAGEVILLE, ON THE TOP
 GD1089'OF A LEVEE OWNED BY THE SAINT FRANCIS LEVEE DISTRICT OF
 GD1089'CARUTHERSVILLE, MISSOURI.
 GD1089'
 GD1089'TO REACH THE STATION FROM JUNCTION OF INTERSTATE HIGHWAY 55
 GD1089'AND STATE ROUTES BB, AND AK, ABOUT 5 MILES SOUTH OF PORTAGEVILLE
 GD1089'GO EAST ON STATE ROUTE BB FOR 0.15 MILES TO WHERE BB TURNS
 GD1089'RIGHT.  TURN RIGHT AND GO SOUTH ALONG THE EAST SIDE OF
 GD1089'INTERSTATE HIGHWAY 55 FOR 1.05 MILES TO A PAVED ROAD LEFT.
 GD1089'CONTINUE SOUTH ON OUTER ROAD FOR 2.55 MILES TO A PAVED SIDE
 GD1089'ROAD RIGHT AT INTERSTATE HIGHWAY 55 OVERPASS.  CONTINUE
 GD1089'STRAIGHT AHEAD, SOUTH, ON OUTER ROAD FOR 0.55 MILE TO A GRAVEL
 GD1089'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.2
 GD1089'MILE TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD, EAST, ON
 GD1089'DIRT ROAD FOR 0.15 MILE TO THE TOP OF THE LEVEE AND A
 GD1089'REVERSE FORK ON THE RIGHT.  TURN SHARP RIGHT, AND GO SOUTH
 GD1089'ACROSS A CATTLE GUARD ALONG THE TOP OF THE LEVEE
 GD1089'FOR 0.85 MILE TO A DIRT CROSSROAD.  CONTINUE SOUTH ALONG
 GD1089'TOP OF THE LEVEE FOR 1.25 MILES TO THE MARK ON THE RIGHT.
 GD1089'
 GD1089'THE MARK, STAMPED---K 273 1976---, IS A STANDARD
 GD1089'BENCH MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD THAT IS
 GD1089'FLUSH WITH THE GROUND SURFACE.  IT IS 16 FEET WEST-NORTHWEST
 GD1089'OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, 2 FEET
 GD1089'NORTHEAST OF A CONCRETE MILEPOST MARKER NUMBER 22/23, AND
 GD1089'1 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 GD1089'THE MARK IS SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.
 GD1089'
 GD1089'A TRAVERSE TIE WAS MADE TO STATION GLASS.
 GD1089
 GD1089                          STATION RECOVERY (2000)
 GD1089
 GD1089'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD1089'RECOVERED IN GOOD CONDITION.
 GD1089
 GD1089                          STATION RECOVERY (2002)
 GD1089
 GD1089'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1092 ***********************************************************************
 GD1092  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1092  DESIGNATION -  K 274
 GD1092  PID         -  GD1092
 GD1092  STATE/COUNTY-  MO/NEW MADRID
 GD1092  USGS QUAD   -  POINT PLEASANT (1982)
 GD1092
 GD1092                         *CURRENT SURVEY CONTROL
 GD1092  ___________________________________________________________________
 GD1092* NAD 83(1997)-  36 28 41.50663(N)    089 34 12.41335(W)     ADJUSTED  
 GD1092* NAVD 88     -        92.92   (meters)     304.9    (feet)  GPS OBS   
 GD1092  ___________________________________________________________________
 GD1092  X           -      38,524.709 (meters)                     COMP
 GD1092  Y           -  -5,134,538.014 (meters)                     COMP
 GD1092  Z           -   3,771,027.616 (meters)                     COMP
 GD1092  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 GD1092  ELLIP HEIGHT-          64.40  (meters)          (04/05/04) GPS OBS
 GD1092  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GD1092  DYNAMIC HT  -          92.85  (meters)     304.6   (feet)  COMP
 GD1092  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 GD1092
 GD1092  HORZ ORDER  -  B
 GD1092  VERT ORDER  -  THIRD (See Below)
 GD1092  ELLP ORDER  -  THIRD     CLASS II
 GD1092
 GD1092.The horizontal coordinates were established by GPS observations
 GD1092.and adjusted by the National Geodetic Survey in April 2004..
 GD1092
 GD1092.The orthometric height was determined by GPS observations and a
 GD1092.high-resolution geoid model using precise GPS observation and
 GD1092.processing techniques. It supersedes the leveled height previously
 GD1092.determined for this station.
 GD1092.The vertical order pertains to the first NAVD 88 superseded value.
 GD1092
 GD1092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1092
 GD1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1092
 GD1092.The ellipsoidal height was determined by GPS observations
 GD1092.and is referenced to NAD 83.
 GD1092
 GD1092.The geoid height was determined by GEOID03.
 GD1092
 GD1092.The dynamic height is computed by dividing the NAVD 88
 GD1092.geopotential number by the normal gravity value computed on the
 GD1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1092.degrees latitude (g = 980.6199 gals.).
 GD1092
 GD1092.The modeled gravity was interpolated from observed gravity values.
 GD1092
 GD1092;                    North         East     Units Scale Factor Converg.
 GD1092;SPC MO E     -    71,952.472   333,328.315   MT  1.00001885   +0 33 10.3
 GD1092;UTM  16      - 4,040,060.966   269,745.341   MT  1.00025325   -1 31 43.1
 GD1092
 GD1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1092!SPC MO E     -   0.99998989  x   1.00001885  =   1.00000874
 GD1092!UTM  16      -   0.99998989  x   1.00025325  =   1.00024314
 GD1092
 GD1092                          SUPERSEDED SURVEY CONTROL
 GD1092
 GD1092  NAVD 88 (06/15/91)   92.865  (m)          304.67   (f) ADJUSTED    1 1
 GD1092  NGVD 29 (??/??/??)   92.755  (m)          304.31   (f) ADJUSTED    1 1
 GD1092
 GD1092.Superseded values are not recommended for survey control.
 GD1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1092.See file dsdata.txt to determine how the superseded data were derived.
 GD1092
 GD1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6974540061(NAD 83)
 GD1092_MARKER: DB = BENCH MARK DISK
 GD1092_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1092+WITH SETTING: INTO GROUND
 GD1092_SP_SET: METAL ROD WITH BASE PLATE
 GD1092_STAMPING: K 274 1976
 GD1092_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1092+STABILITY: SURFACE MOTION
 GD1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1092+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 GD1092
 GD1092  HISTORY     - Date     Condition        Report By
 GD1092  HISTORY     - 1976     MONUMENTED       NGS
 GD1092  HISTORY     - 20020321 GOOD             USACE
 GD1092  HISTORY     - 20030715 GOOD             EMCINC
 GD1092
 GD1092                          STATION DESCRIPTION
 GD1092
 GD1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1092'10.9 MI SW FROM NEW MADRID.
 GD1092'10.9 MILES SOUTHWEST ALONG THE TOP OF LEVEE FROM THE INTERSECTION
 GD1092'OF STATE HIGHWAY WW AND A PRIVATE LEVEE LEADING NORTH, 36.9 FEET
 GD1092'EAST OF A SIGN ST. JUDE INDUSTRIAL PARK, 20 FEET WEST OF THE
 GD1092'CENTER OF LEVEE, AND 4.1 FEET NORTH OF MILEPOST 1/2.
 GD1092
 GD1092                          STATION RECOVERY (2002)
 GD1092
 GD1092'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1092'DESCRIBED ORIGINALLY AS LOCATED AT LMP 1 OVER 2, ACTUALLY IT IS LMP 2
 GD1092'OVER 1.
 GD1092
 GD1092                          STATION RECOVERY (2003)
 GD1092
 GD1092'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1092'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1231 ***********************************************************************
 HB1231  DESIGNATION -  K 275
 HB1231  PID         -  HB1231
 HB1231  STATE/COUNTY-  MO/SCOTT
 HB1231  USGS QUAD   -  THEBES SW (1993)
 HB1231
 HB1231                         *CURRENT SURVEY CONTROL
 HB1231  ___________________________________________________________________
 HB1231* NAD 83(1986)-  37 05 34.     (N)    089 26 49.     (W)     SCALED    
 HB1231* NAVD 88     -       104.041  (meters)     341.34   (feet)  ADJUSTED  
 HB1231  ___________________________________________________________________
 HB1231  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HB1231  DYNAMIC HT  -         103.965 (meters)     341.09  (feet)  COMP
 HB1231  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 HB1231
 HB1231  VERT ORDER  -  FIRST     CLASS I
 HB1231
 HB1231.The horizontal coordinates were scaled from a topographic map and have
 HB1231.an estimated accuracy of +/- 6 seconds.
 HB1231
 HB1231.The orthometric height was determined by differential leveling
 HB1231.and adjusted by the National Geodetic Survey in June 1991..
 HB1231
 HB1231.The geoid height was determined by GEOID03.
 HB1231
 HB1231.The dynamic height is computed by dividing the NAVD 88
 HB1231.geopotential number by the normal gravity value computed on the
 HB1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1231.degrees latitude (g = 980.6199 gals.).
 HB1231
 HB1231.The modeled gravity was interpolated from observed gravity values.
 HB1231
 HB1231;                    North         East    Units  Estimated Accuracy
 HB1231;SPC MO E     -   140,270.      343,620.      MT  (+/- 180 meters Scaled)
 HB1231
 HB1231                          SUPERSEDED SURVEY CONTROL
 HB1231
 HB1231  NGVD 29 (??/??/??)  103.924  (m)          340.96   (f) ADJUSTED    1 1
 HB1231
 HB1231.Superseded values are not recommended for survey control.
 HB1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1231.See file dsdata.txt to determine how the superseded data were derived.
 HB1231
 HB1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG825079(NAD 83)
 HB1231_MARKER: DB = BENCH MARK DISK
 HB1231_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HB1231+WITH SETTING: INTO GROUND
 HB1231_SP_SET: METAL ROD WITH BASE PLATE
 HB1231_STAMPING: K 275 1976
 HB1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1231+STABILITY: SURFACE MOTION
 HB1231
 HB1231  HISTORY     - Date     Condition        Report By
 HB1231  HISTORY     - 1976     MONUMENTED       NGS
 HB1231
 HB1231                          STATION DESCRIPTION
 HB1231
 HB1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1231'4.75 MI SOUTH FROM COMMERCE.
 HB1231'4.75 MILES SOUTH ALONG THE LEVEE ROAD FROM THE BEGINNING OF THE
 HB1231'LEVEE AT COMMERCE, 20.5 FEET SOUTHWEST OF A METAL CATTLE GUARD
 HB1231'19.0 FEET SOUTHWEST OF THE NORTHWEST GATE POST, 14.5 FEET WEST
 HB1231'OF THE CENTER OF THE LEVEE ROAD, 2 FEET SOUTH OF MILE POST 9
 HB1231'OVER 10
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1204 ***********************************************************************
 GD1204  DESIGNATION -  K 276
 GD1204  PID         -  GD1204
 GD1204  STATE/COUNTY-  MO/MISSISSIPPI
 GD1204  USGS QUAD   -  BAYOUVILLE (1969)
 GD1204
 GD1204                         *CURRENT SURVEY CONTROL
 GD1204  ___________________________________________________________________
 GD1204* NAD 83(1986)-  36 42 45.     (N)    089 21 45.     (W)     SCALED    
 GD1204* NAVD 88     -        97.912  (meters)     321.23   (feet)  ADJUSTED  
 GD1204  ___________________________________________________________________
 GD1204  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1204  DYNAMIC HT  -          97.837 (meters)     320.99  (feet)  COMP
 GD1204  MODELED GRAV-     979,859.0   (mgal)                       NAVD 88
 GD1204
 GD1204  VERT ORDER  -  FIRST     CLASS I
 GD1204
 GD1204.The horizontal coordinates were scaled from a topographic map and have
 GD1204.an estimated accuracy of +/- 6 seconds.
 GD1204
 GD1204.The orthometric height was determined by differential leveling
 GD1204.and adjusted by the National Geodetic Survey in June 1991..
 GD1204
 GD1204.The geoid height was determined by GEOID03.
 GD1204
 GD1204.The dynamic height is computed by dividing the NAVD 88
 GD1204.geopotential number by the normal gravity value computed on the
 GD1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1204.degrees latitude (g = 980.6199 gals.).
 GD1204
 GD1204.The modeled gravity was interpolated from observed gravity values.
 GD1204
 GD1204;                    North         East    Units  Estimated Accuracy
 GD1204;SPC MO E     -    98,150.      351,630.      MT  (+/- 180 meters Scaled)
 GD1204
 GD1204                          SUPERSEDED SURVEY CONTROL
 GD1204
 GD1204  NGVD 29 (??/??/??)   97.794  (m)          320.85   (f) ADJUSTED    1 1
 GD1204
 GD1204.Superseded values are not recommended for survey control.
 GD1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1204.See file dsdata.txt to determine how the superseded data were derived.
 GD1204
 GD1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF889655(NAD 83)
 GD1204_MARKER: DB = BENCH MARK DISK
 GD1204_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1204+WITH SETTING: INTO GROUND
 GD1204_SP_SET: METAL ROD WITH BASE PLATE
 GD1204_STAMPING: K 276 1976
 GD1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1204+STABILITY: SURFACE MOTION
 GD1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1204+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 GD1204
 GD1204  HISTORY     - Date     Condition        Report By
 GD1204  HISTORY     - 1976     MONUMENTED       NGS
 GD1204  HISTORY     - 20020812 GOOD             USACE
 GD1204
 GD1204                          STATION DESCRIPTION
 GD1204
 GD1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1204'13.2 MI NE FROM NEW MADRID.
 GD1204'13.2 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE
 GD1204'FROM THE JUNCTION OF VANDENVENDER AVENUE, 7.5 FEET SOUTH OF
 GD1204'MILEPOST 22/23, AND 14.0 FEET NORTHEAST OF THE CENTER OF THE
 GD1204'ROAD ON TOP OF THE LEVEE.
 GD1204'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1204'FEET.  2 FEET BELOW THE TOP OF A THE LEVEE.  2 FEET SOUTH OF A WITNESS
 GD1204'POST.
 GD1204
 GD1204                          STATION RECOVERY (2002)
 GD1204
 GD1204'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1204'MARK IS 7.5 FT SE OF LMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1251 ***********************************************************************
 GD1251  DESIGNATION -  K 277
 GD1251  PID         -  GD1251
 GD1251  STATE/COUNTY-  MO/MISSISSIPPI
 GD1251  USGS QUAD   -  WYATT (1978)
 GD1251
 GD1251                         *CURRENT SURVEY CONTROL
 GD1251  ___________________________________________________________________
 GD1251* NAD 83(1997)-  36 55 19.01354(N)    089 12 21.98798(W)     ADJUSTED  
 GD1251* NAVD 88     -        98.729  (meters)     323.91   (feet)  ADJUSTED  
 GD1251  ___________________________________________________________________
 GD1251  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 GD1251  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1251  DYNAMIC HT  -          98.655 (meters)     323.67  (feet)  COMP
 GD1251  MODELED GRAV-     979,882.5   (mgal)                       NAVD 88
 GD1251
 GD1251  HORZ ORDER  -  SECOND
 GD1251  VERT ORDER  -  FIRST     CLASS I
 GD1251
 GD1251.The horizontal coordinates were established by classical geodetic methods
 GD1251.and adjusted by the National Geodetic Survey in February 2000..
 GD1251
 GD1251.The orthometric height was determined by differential leveling
 GD1251.and adjusted by the National Geodetic Survey in June 1991..
 GD1251
 GD1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1251
 GD1251.The geoid height was determined by GEOID03.
 GD1251
 GD1251.The dynamic height is computed by dividing the NAVD 88
 GD1251.geopotential number by the normal gravity value computed on the
 GD1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1251.degrees latitude (g = 980.6199 gals.).
 GD1251
 GD1251.The modeled gravity was interpolated from observed gravity values.
 GD1251
 GD1251;                    North         East     Units Scale Factor Converg.
 GD1251;SPC MO E     -   121,573.263   365,284.192   MT  1.00009701   +0 46 38.5
 GD1251;UTM  16      - 4,088,487.140   303,495.116   MT  1.00007572   -1 19 32.5
 GD1251
 GD1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1251!SPC MO E     -   0.99998893  x   1.00009701  =   1.00008594
 GD1251!UTM  16      -   0.99998893  x   1.00007572  =   1.00006465
 GD1251
 GD1251|---------------------------------------------------------------------|
 GD1251| PID    Reference Object                     Distance      Geod. Az  |
 GD1251|                                                           dddmmss.s |
 GD1251| GD1555 K 277 OFFSET                         20.344 METERS 21836     |
 GD1251| GD1443 WYATT                               156.787 METERS 21836     |
 GD1251| GD1556 WYATT MUN TANK                      APPROX. 1.8 KM 2324105.0 |
 GD1251|---------------------------------------------------------------------|
 GD1251
 GD1251                          SUPERSEDED SURVEY CONTROL
 GD1251
 GD1251  NAD 83(1997)-  36 55 19.01541(N)    089 12 21.98895(W) AD(       ) 2
 GD1251  NAD 83(1997)-  36 55 19.01751(N)    089 12 21.98885(W) AD(       ) 2
 GD1251  NAD 83(1997)-  36 55 19.02331(N)    089 12 21.98433(W) AD(       ) 2
 GD1251  NAD 83(1986)-  36 55 19.02461(N)    089 12 21.99015(W) AD(       ) 2
 GD1251  NAD 27      -  36 55 18.83302(N)    089 12 21.73391(W) AD(       ) 2
 GD1251  NGVD 29 (??/??/??)   98.610  (m)          323.52   (f) ADJUSTED    1 1
 GD1251
 GD1251.Superseded values are not recommended for survey control.
 GD1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1251.See file dsdata.txt to determine how the superseded data were derived.
 GD1251
 GD1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0349588487(NAD 83)
 GD1251_MARKER: DB = BENCH MARK DISK
 GD1251_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1251+WITH SETTING: INTO GROUND
 GD1251_SP_SET: METAL ROD WITH BASE PLATE
 GD1251_STAMPING: K 277 1976
 GD1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1251+STABILITY: SURFACE MOTION
 GD1251
 GD1251  HISTORY     - Date     Condition        Report By
 GD1251  HISTORY     - 1976     MONUMENTED       NGS
 GD1251  HISTORY     - 1977     GOOD             NGS
 GD1251  HISTORY     - 1977     GOOD             NGS
 GD1251  HISTORY     - 19981117 MARK NOT FOUND   MODNR
 GD1251
 GD1251                          STATION DESCRIPTION
 GD1251
 GD1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1251'0.8 MI NE FROM WYATT.
 GD1251'0.8 MILES NORTHEAST ALONG LEVEE FROM THE INTERSECTION OF STATE
 GD1251'ROUTE HH, AT THE JUNCTION OF U.S. HIGHWAY 62 AND STATE ROUTE E,
 GD1251'38.3 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY (62+60),
 GD1251'23.6 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY E, 9.0 FEET
 GD1251'SOUTH OF THE CENTER OF THE JUNCTION OF THE TWO HIGHWAYS, 17.5
 GD1251'FEET SOUTHEAST OF A SIGN SAYING (E) AND (62+60).
 GD1251'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1251'FEET.  3 FEET BELOW THE TOP OF A LEVEE.  1 FOOT NORTH OF A WITNESS
 GD1251'POST.
 GD1251
 GD1251                          STATION RECOVERY (1977)
 GD1251
 GD1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1251'STATION IS LOCATED 5-1/2 MILES SOUTHWEST OF THE WEST END OF THE
 GD1251'MISSISSIPPI RIVER BRIDGE, 1 MILE EAST OF WYATT, 38 FEET SOUTH
 GD1251'OF U.S. HIGHWAYS 60 AND 62, ON TOP OF A LEVEE AND ON ROAD
 GD1251'RIGHT OF WAY.
 GD1251'
 GD1251'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 60 AND 62,
 GD1251'AND STATE HIGHWAY 77 AT THE NORTH EDGE OF WYATT, GO EAST ON
 GD1251'HIGHWAYS 60 AND 62 FOR 1.1 MILES TO ITS JUNCTION WITH STATE
 GD1251'ROUTE EE ON THE RIGHT AND THE MARK IN THE SOUTHWEST ANGLE
 GD1251'OF THE INTERSECTION.
 GD1251'
 GD1251'THE MARK, STAMPED---K 277 1976---, A STANDARD BENCH MARK DISK
 GD1251'CRIMPED TO THE TOP OF A 5/8-INCH ROD, 4 INCHES UNDERGROUND,
 GD1251'SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.  IT IS 29 FEET
 GD1251'NORTHWEST OF THE CENTER OF ROUTE EE, 38 FEET SOUTHEAST OF THE
 GD1251'CENTER OF HIGHWAYS 60 AND 62, 2 FEET NORTHWEST OF A BROKEN
 GD1251'CONCRETE MILEPOST, 0.3 FOOT SOUTHEAST OF A METAL WITNESS
 GD1251'POST, AND LEVEL WITH HIGHWAYS 60 AND 62.
 GD1251'
 GD1251'A TRAVERSE TIE WAS MADE TO STATION WYATT.
 GD1251
 GD1251                          STATION RECOVERY (1977)
 GD1251
 GD1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GD1251'RECOVERED IN GOOD CONDITION.
 GD1251
 GD1251                          STATION RECOVERY (1998)
 GD1251
 GD1251'RECOVERY NOTE BY MO DEPT OF NAT RES 1998 (BDC)
 GD1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1252 ***********************************************************************
 GD1252  DESIGNATION -  K 278
 GD1252  PID         -  GD1252
 GD1252  STATE/COUNTY-  MO/MISSISSIPPI
 GD1252  USGS QUAD   -  WYATT (1978)
 GD1252
 GD1252                         *CURRENT SURVEY CONTROL
 GD1252  ___________________________________________________________________
 GD1252* NAD 83(1997)-  36 54 50.42729(N)    089 12 56.31740(W)     ADJUSTED  
 GD1252* NAVD 88     -        99.574  (meters)     326.69   (feet)  ADJUSTED  
 GD1252  ___________________________________________________________________
 GD1252  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 GD1252  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1252  DYNAMIC HT  -          99.499 (meters)     326.44  (feet)  COMP
 GD1252  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 GD1252
 GD1252  HORZ ORDER  -  SECOND
 GD1252  VERT ORDER  -  FIRST     CLASS I
 GD1252
 GD1252.The horizontal coordinates were established by classical geodetic methods
 GD1252.and adjusted by the National Geodetic Survey in February 2000..
 GD1252
 GD1252.The orthometric height was determined by differential leveling
 GD1252.and adjusted by the National Geodetic Survey in June 1991..
 GD1252
 GD1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1252
 GD1252.The geoid height was determined by GEOID03.
 GD1252
 GD1252.The dynamic height is computed by dividing the NAVD 88
 GD1252.geopotential number by the normal gravity value computed on the
 GD1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1252.degrees latitude (g = 980.6199 gals.).
 GD1252
 GD1252.The modeled gravity was interpolated from observed gravity values.
 GD1252
 GD1252;                    North         East     Units Scale Factor Converg.
 GD1252;SPC MO E     -   120,680.554   364,446.378   MT  1.00009464   +0 46 17.4
 GD1252;UTM  16      - 4,087,625.790   302,625.125   MT  1.00007994   -1 19 52.2
 GD1252
 GD1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1252!SPC MO E     -   0.99998880  x   1.00009464  =   1.00008344
 GD1252!UTM  16      -   0.99998880  x   1.00007994  =   1.00006874
 GD1252
 GD1252|---------------------------------------------------------------------|
 GD1252| PID    Reference Object                     Distance      Geod. Az  |
 GD1252|                                                           dddmmss.s |
 GD1252| GD1441 WYATT AZ MK                          50.565 METERS 03025     |
 GD1252| GD1443 WYATT                               APPROX. 1.1 KM 0444424.1 |
 GD1252|---------------------------------------------------------------------|
 GD1252
 GD1252                          SUPERSEDED SURVEY CONTROL
 GD1252
 GD1252  NAD 83(1997)-  36 54 50.42875(N)    089 12 56.31784(W) AD(       ) 2
 GD1252  NAD 83(1997)-  36 54 50.43096(N)    089 12 56.31787(W) AD(       ) 2
 GD1252  NAD 83(1997)-  36 54 50.43709(N)    089 12 56.31380(W) AD(       ) 2
 GD1252  NAD 83(1986)-  36 54 50.43838(N)    089 12 56.31954(W) AD(       ) 2
 GD1252  NAD 27      -  36 54 50.24623(N)    089 12 56.06227(W) AD(       ) 2
 GD1252  NGVD 29 (??/??/??)   99.455  (m)          326.30   (f) ADJUSTED    1 1
 GD1252
 GD1252.Superseded values are not recommended for survey control.
 GD1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1252.See file dsdata.txt to determine how the superseded data were derived.
 GD1252
 GD1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0262587626(NAD 83)
 GD1252_MARKER: DB = BENCH MARK DISK
 GD1252_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1252_SP_SET: COPPER-CLAD STEEL ROD
 GD1252_STAMPING: K 278 1976
 GD1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1252
 GD1252  HISTORY     - Date     Condition        Report By
 GD1252  HISTORY     - 1976     MONUMENTED       NGS
 GD1252  HISTORY     - 1977     GOOD             NGS
 GD1252
 GD1252                          STATION DESCRIPTION
 GD1252
 GD1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1252'IN WYATT.
 GD1252'AT WYATT, AT THE CROSSING OF STATE ROUTE HH AND THE BIRDS POINT-
 GD1252'NEW MADRID LEVEE, 58 FEET SOUTHEAST OF THE INTERSECTION OF
 GD1252'STATE ROUTES HH AND EE, 38 FEET EAST OF CENTERLINE OF ROUTE EE,
 GD1252'6 FEET NORTH OF A GATEPOST, 3 FEET NORTH OF A FENCE.
 GD1252'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 104
 GD1252'FEET.  2 FEET BELOW THE TOP OF A LEVEE.  1 FOOT EAST OF A WITNESS
 GD1252'POST.
 GD1252
 GD1252                          STATION RECOVERY (1977)
 GD1252
 GD1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1252'STATION IS LOCATED 5-1/2 MILES SOUTHWEST OF THE WEST END OF THE
 GD1252'MISSISSIPPI RIVER BRIDGE, 1 MILE EAST OF WYATT, ON TOP OF
 GD1252'THE LEVEE AND ON ROAD RIGHT OF WAY PROPERTY.
 GD1252'
 GD1252'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 60 AND 62,
 GD1252'AND STATE HIGHWAY 77 AT THE NORTH EDGE OF WYATT, GO EAST ON
 GD1252'HIGHWAYS 60 AND 62 FOR 1.1 MILES TO ITS JUNCTION WITH STATE
 GD1252'ROUTE EE ON THE RIGHT.  TURN SHARP RIGHT, SOUTHWEST, ON STATE
 GD1252'ROUTE EE FOR 0.7 MILE TO THE MARK ON THE LEFT.
 GD1252'
 GD1252'THE MARK, STAMPED---K 278 1976---, A STANDARD BENCH MARK
 GD1252'DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD, 4 INCHES
 GD1252'UNDERGROUND, SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.
 GD1252'IT IS CENTERED BETWEEN 3 METAL WITNESS POSTS A FOOT APART,
 GD1252'38 FEET SOUTHEAST OF THE CENTER OF ROUTE EE, 58 FEET
 GD1252'SOUTHWEST OF THE CENTER OF ROUTE HH, 6 FEET NORTHEAST OF A GATE
 GD1252'POST AND 3 FEET NORTH OF A FENCE.
 GD1252'
 GD1252'A TRAVERSE TIE WAS MADE TO STATION WYATT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1029 ***********************************************************************
 GD1029  DESIGNATION -  K 279
 GD1029  PID         -  GD1029
 GD1029  STATE/COUNTY-  MO/PEMISCOT
 GD1029  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1029
 GD1029                         *CURRENT SURVEY CONTROL
 GD1029  ___________________________________________________________________
 GD1029* NAD 83(1986)-  36 01 24.     (N)    089 44 10.     (W)     SCALED    
 GD1029* NAVD 88     -        85.701  (meters)     281.17   (feet)  ADJUSTED  
 GD1029  ___________________________________________________________________
 GD1029  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD1029  DYNAMIC HT  -          85.628 (meters)     280.93  (feet)  COMP
 GD1029  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 GD1029
 GD1029  VERT ORDER  -  FIRST     CLASS I
 GD1029
 GD1029.The horizontal coordinates were scaled from a topographic map and have
 GD1029.an estimated accuracy of +/- 6 seconds.
 GD1029
 GD1029.The orthometric height was determined by differential leveling
 GD1029.and adjusted by the National Geodetic Survey in June 1991..
 GD1029
 GD1029.The geoid height was determined by GEOID03.
 GD1029
 GD1029.The dynamic height is computed by dividing the NAVD 88
 GD1029.geopotential number by the normal gravity value computed on the
 GD1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1029.degrees latitude (g = 980.6199 gals.).
 GD1029
 GD1029.The modeled gravity was interpolated from observed gravity values.
 GD1029
 GD1029;                    North         East    Units  Estimated Accuracy
 GD1029;SPC MO E     -    21,350.      318,850.      MT  (+/- 180 meters Scaled)
 GD1029
 GD1029                          SUPERSEDED SURVEY CONTROL
 GD1029
 GD1029  NGVD 29 (??/??/??)   85.624  (m)          280.92   (f) ADJUSTED    1 1
 GD1029
 GD1029.Superseded values are not recommended for survey control.
 GD1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1029.See file dsdata.txt to determine how the superseded data were derived.
 GD1029
 GD1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE534900(NAD 83)
 GD1029_MARKER: DB = BENCH MARK DISK
 GD1029_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1029+WITH SETTING: INTO GROUND
 GD1029_SP_SET: METAL ROD WITH BASE PLATE
 GD1029_STAMPING: K 279 1976
 GD1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1029+STABILITY: SURFACE MOTION
 GD1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1029+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 GD1029
 GD1029  HISTORY     - Date     Condition        Report By
 GD1029  HISTORY     - 1976     MONUMENTED       NGS
 GD1029  HISTORY     - 20020729 GOOD             USACE
 GD1029
 GD1029                          STATION DESCRIPTION
 GD1029
 GD1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1029'4.9 MI NE FROM HUFFMAN.
 GD1029'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 GD1029'WAYS 137 AND 150 AT HUFFMAN, THENCE 4.9 MILES NORTHEAST ALONG THE
 GD1029'LEVEE, 15 FEET WEST OF THE CENTER OF LEVEE, AND 4.1 FEET SOUTH OF
 GD1029'MILEPOST 45/46.
 GD1029
 GD1029                          STATION RECOVERY (2002)
 GD1029
 GD1029'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0191 ***********************************************************************
 HE0191  DESIGNATION -  K 28
 HE0191  PID         -  HE0191
 HE0191  STATE/COUNTY-  MO/JASPER
 HE0191  USGS QUAD   -  JASPER (1962)
 HE0191
 HE0191                         *CURRENT SURVEY CONTROL
 HE0191  ___________________________________________________________________
 HE0191* NAD 83(1986)-  37 17 07.     (N)    094 18 43.     (W)     SCALED    
 HE0191* NAVD 88     -       287.35   (+/-2cm)     942.7    (feet)  VERTCON   
 HE0191  ___________________________________________________________________
 HE0191  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 HE0191
 HE0191  VERT ORDER  -  ? (See Below)
 HE0191
 HE0191.The horizontal coordinates were scaled from a topographic map and have
 HE0191.an estimated accuracy of +/- 6 seconds.
 HE0191
 HE0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0191.The vertical order pertains to the NGVD 29 superseded value.
 HE0191
 HE0191.The geoid height was determined by GEOID03.
 HE0191
 HE0191;                    North         East    Units  Estimated Accuracy
 HE0191;SPC MO W     -   124,140.      866,680.      MT  (+/- 180 meters Scaled)
 HE0191
 HE0191                          SUPERSEDED SURVEY CONTROL
 HE0191
 HE0191  NGVD 29 (??/??/92)  287.239  (m)          942.38   (f) ADJ UNCH    ?  
 HE0191
 HE0191.Superseded values are not recommended for survey control.
 HE0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0191.See file dsdata.txt to determine how the superseded data were derived.
 HE0191
 HE0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB837273(NAD 83)
 HE0191_MARKER: DD = SURVEY DISK
 HE0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0191_STAMPING: K 28 1938
 HE0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0191+STABILITY: SURFACE MOTION
 HE0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0191+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 HE0191
 HE0191  HISTORY     - Date     Condition        Report By
 HE0191  HISTORY     - 1938     MONUMENTED       USGS
 HE0191  HISTORY     - 20060614 GOOD             MODNR
 HE0191  HISTORY     - 20060830 GOOD             GEOCAC
 HE0191
 HE0191                          STATION DESCRIPTION
 HE0191
 HE0191'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 HE0191'3.5 MI S FROM JASPER.
 HE0191'3.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM JASPER,
 HE0191'JASPER COUNTY, AT MILEPOST 357, IN THE NORTHEAST QUARTER OF
 HE0191'SECTION 4, T 29 N, R 31 W, AT A ROAD CROSSING, 39 FEET NORTH
 HE0191'OF THE ROAD, AND 39 FEET WEST OF THE TRACK.  A U.S. GEOLOGICAL
 HE0191'SURVEY STANDARD DISK, STAMPED K 28 1938 AND SET IN THE TOP OF
 HE0191'A CONCRETE POST.
 HE0191
 HE0191                          STATION RECOVERY (2006)
 HE0191
 HE0191'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE0191'STATION RECOVERED IN GOOD SHAPE, 39 FEET NORTH OF THE CENTER OF PINE
 HE0191'ROAD, 1.9 FEET EAST OF A CARSONITE WITNESS POST, 4.3 FEET EAST OF A
 HE0191'FENCE AND 39 FEET WEST OF THE CENTER OF THE TRACKS.
 HE0191'NEW TO REACH- FROM THE INTERSECTION OF US HIGHWAY 71, MISSOURI ROUTES
 HE0191'M (W) AND N (E), GO WEST ON ROUTE M FOR 0.1 MILE TO INTERSECTION WITH
 HE0191'COUNTY ROAD 138. TURN RIGHT ON ROAD 138 AND GO SOUTH FOR 0.8 MILE TO
 HE0191'T-JUNCTION WITH PINE ROAD. TURN RIGHT ON PINE AND GO WEST FOR 0.3 MILE
 HE0191'TO THE RAILROAD TRACKS AND THE MARK IN THE NW ANGLE.
 HE0191
 HE0191                          STATION RECOVERY (2006)
 HE0191
 HE0191'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 HE0191'GEOCAC FIRST RECOVERY GOOD.
 HE0191'HEAVY TREE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2150 ***********************************************************************
 JD2150  DESIGNATION -  K 280
 JD2150  PID         -  JD2150
 JD2150  STATE/COUNTY-  MO/JOHNSON
 JD2150  USGS QUAD   -  CORNELIA (1955)
 JD2150
 JD2150                         *CURRENT SURVEY CONTROL
 JD2150  ___________________________________________________________________
 JD2150* NAD 83(1986)-  38 41 35.     (N)    093 42 22.     (W)     SCALED    
 JD2150* NAVD 88     -       249.386  (meters)     818.19   (feet)  ADJUSTED  
 JD2150  ___________________________________________________________________
 JD2150  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD2150  DYNAMIC HT  -         249.214 (meters)     817.63  (feet)  COMP
 JD2150  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 JD2150
 JD2150  VERT ORDER  -  SECOND    CLASS 0
 JD2150
 JD2150.The horizontal coordinates were scaled from a topographic map and have
 JD2150.an estimated accuracy of +/- 6 seconds.
 JD2150
 JD2150.The orthometric height was determined by differential leveling
 JD2150.and adjusted by the National Geodetic Survey in June 1991..
 JD2150
 JD2150.The geoid height was determined by GEOID03.
 JD2150
 JD2150.The dynamic height is computed by dividing the NAVD 88
 JD2150.geopotential number by the normal gravity value computed on the
 JD2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2150.degrees latitude (g = 980.6199 gals.).
 JD2150
 JD2150.The modeled gravity was interpolated from observed gravity values.
 JD2150
 JD2150;                    North         East    Units  Estimated Accuracy
 JD2150;SPC MO W     -   280,680.      919,060.      MT  (+/- 180 meters Scaled)
 JD2150
 JD2150                          SUPERSEDED SURVEY CONTROL
 JD2150
 JD2150  NGVD 29 (??/??/92)  249.284  (m)          817.86   (f) ADJ UNCH    2 0
 JD2150
 JD2150.Superseded values are not recommended for survey control.
 JD2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2150.See file dsdata.txt to determine how the superseded data were derived.
 JD2150
 JD2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC385829(NAD 83)
 JD2150_MARKER: DB = BENCH MARK DISK
 JD2150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2150_SP_SET: CULVERT
 JD2150_STAMPING: K 280 1963
 JD2150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2150
 JD2150  HISTORY     - Date     Condition        Report By
 JD2150  HISTORY     - 1963     MONUMENTED       CGS
 JD2150
 JD2150                          STATION DESCRIPTION
 JD2150
 JD2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2150'6.3 MI SE FROM WARRENSBURG.
 JD2150'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2150'AT WARRENSBURG, THENCE 2.0 MILES EAST ALONG STATE ROAD Y, IN
 JD2150'S 17, R 25 W, T 45 N, ABOUT 0.25 MILE WEST OF THE INTERSECTION
 JD2150'OF A GRAVELED ROAD, SET IN THE TOP OF THE EAST END OF THE
 JD2150'SOUTH CONCRETE HEADWALL OF A 12-FOOT CONCRETE CULVERT, 28 FEET
 JD2150'SOUTH OF THE CENTERLINE OF THE ROAD, 0.5 FOOT WEST OF THE EAST
 JD2150'END OF THE HEADWALL, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 JD2150'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0502 ***********************************************************************
 JD0502  DESIGNATION -  K 281
 JD0502  PID         -  JD0502
 JD0502  STATE/COUNTY-  MO/COOPER
 JD0502  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0502
 JD0502                         *CURRENT SURVEY CONTROL
 JD0502  ___________________________________________________________________
 JD0502* NAD 83(1986)-  38 56 05.     (N)    092 52 02.     (W)     SCALED    
 JD0502* NAVD 88     -       205.582  (meters)     674.48   (feet)  ADJUSTED  
 JD0502  ___________________________________________________________________
 JD0502  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0502  DYNAMIC HT  -         205.450 (meters)     674.05  (feet)  COMP
 JD0502  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 JD0502
 JD0502  VERT ORDER  -  SECOND    CLASS 0
 JD0502
 JD0502.The horizontal coordinates were scaled from a topographic map and have
 JD0502.an estimated accuracy of +/- 6 seconds.
 JD0502
 JD0502.The orthometric height was determined by differential leveling
 JD0502.and adjusted by the National Geodetic Survey in June 1991..
 JD0502
 JD0502.The geoid height was determined by GEOID03.
 JD0502
 JD0502.The dynamic height is computed by dividing the NAVD 88
 JD0502.geopotential number by the normal gravity value computed on the
 JD0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0502.degrees latitude (g = 980.6199 gals.).
 JD0502
 JD0502.The modeled gravity was interpolated from observed gravity values.
 JD0502
 JD0502;                    North         East    Units  Estimated Accuracy
 JD0502;SPC MO C     -   344,250.      468,160.      MT  (+/- 180 meters Scaled)
 JD0502
 JD0502                          SUPERSEDED SURVEY CONTROL
 JD0502
 JD0502  NGVD 29 (??/??/92)  205.517  (m)          674.27   (f) ADJ UNCH    2 0
 JD0502
 JD0502.Superseded values are not recommended for survey control.
 JD0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0502.See file dsdata.txt to determine how the superseded data were derived.
 JD0502
 JD0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD115095(NAD 83)
 JD0502_MARKER: DB = BENCH MARK DISK
 JD0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0502_SP_SET: CULVERT
 JD0502_STAMPING: K 281 1962
 JD0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0502
 JD0502  HISTORY     - Date     Condition        Report By
 JD0502  HISTORY     - 1962     MONUMENTED       CGS
 JD0502
 JD0502                          STATION DESCRIPTION
 JD0502
 JD0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0502'8.4 MI W FROM BOONVILLE.
 JD0502'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0502'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES
 JD0502'WEST ALONG STATE HIGHWAY 41, SET IN THE TOP OF THE SOUTH CONCRETE
 JD0502'HEAD WALL OF A 3 X 3 FOOT CONCRETE CULVERT, 30 FEET SOUTH OF THE
 JD0502'CENTERLINE OF THE HIGHWAY, 49 FEET NORTH OF THE CENTERLINE
 JD0502'OF THE WESTBOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 70, AND
 JD0502'ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0719 ***********************************************************************
 JD0719  DESIGNATION -  K 282
 JD0719  PID         -  JD0719
 JD0719  STATE/COUNTY-  MO/SALINE
 JD0719  USGS QUAD   -  HOUSTONIA (1973)
 JD0719
 JD0719                         *CURRENT SURVEY CONTROL
 JD0719  ___________________________________________________________________
 JD0719* NAD 83(1986)-  38 58 27.     (N)    093 21 45.     (W)     SCALED    
 JD0719* NAVD 88     -       200.551  (meters)     657.97   (feet)  ADJUSTED  
 JD0719  ___________________________________________________________________
 JD0719  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0719  DYNAMIC HT  -         200.423 (meters)     657.55  (feet)  COMP
 JD0719  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 JD0719
 JD0719  VERT ORDER  -  SECOND    CLASS 0
 JD0719
 JD0719.The horizontal coordinates were scaled from a topographic map and have
 JD0719.an estimated accuracy of +/- 6 seconds.
 JD0719
 JD0719.The orthometric height was determined by differential leveling
 JD0719.and adjusted by the National Geodetic Survey in June 1991..
 JD0719
 JD0719.The geoid height was determined by GEOID03.
 JD0719
 JD0719.The dynamic height is computed by dividing the NAVD 88
 JD0719.geopotential number by the normal gravity value computed on the
 JD0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0719.degrees latitude (g = 980.6199 gals.).
 JD0719
 JD0719.The modeled gravity was interpolated from observed gravity values.
 JD0719
 JD0719;                    North         East    Units  Estimated Accuracy
 JD0719;SPC MO C     -   348,920.      425,260.      MT  (+/- 180 meters Scaled)
 JD0719
 JD0719                          SUPERSEDED SURVEY CONTROL
 JD0719
 JD0719  NGVD 29 (??/??/92)  200.466  (m)          657.70   (f) ADJ UNCH    2 0
 JD0719
 JD0719.Superseded values are not recommended for survey control.
 JD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0719.See file dsdata.txt to determine how the superseded data were derived.
 JD0719
 JD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD685139(NAD 83)
 JD0719_MARKER: DB = BENCH MARK DISK
 JD0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0719_SP_SET: CULVERT
 JD0719_STAMPING: K 282 1962
 JD0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0719
 JD0719  HISTORY     - Date     Condition        Report By
 JD0719  HISTORY     - 1962     MONUMENTED       CGS
 JD0719
 JD0719                          STATION DESCRIPTION
 JD0719
 JD0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0719'3.8 MI NE FROM SWEET SPRINGS.
 JD0719'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0719'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 3.0 MILES
 JD0719'EAST ALONG INTERSTATE 70, IN THE EAST END OF THE SOUTH CONCRETE
 JD0719'HEADWALL OF A 30 X 10 FOOT CONCRETE CULVERT, 45 FEET SOUTH
 JD0719'OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 0.6 FOOT WEST
 JD0719'OF THE EAST END OF THE HEAD WALL, ABOUT 6 FEET BELOW THE EAST
 JD0719'BOUND TRAFFIC LANE, A DISK DRILLED IN THE HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1845 ***********************************************************************
 JD1845  DESIGNATION -  K 283
 JD1845  PID         -  JD1845
 JD1845  STATE/COUNTY-  MO/LAFAYETTE
 JD1845  USGS QUAD   -  CONCORDIA (1981)
 JD1845
 JD1845                         *CURRENT SURVEY CONTROL
 JD1845  ___________________________________________________________________
 JD1845* NAD 83(1986)-  38 58 49.     (N)    093 32 43.     (W)     SCALED    
 JD1845* NAVD 88     -       229.387  (meters)     752.58   (feet)  ADJUSTED  
 JD1845  ___________________________________________________________________
 JD1845  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1845  DYNAMIC HT  -         229.240 (meters)     752.10  (feet)  COMP
 JD1845  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 JD1845
 JD1845  VERT ORDER  -  SECOND    CLASS 0
 JD1845
 JD1845.The horizontal coordinates were scaled from a topographic map and have
 JD1845.an estimated accuracy of +/- 6 seconds.
 JD1845
 JD1845.The orthometric height was determined by differential leveling
 JD1845.and adjusted by the National Geodetic Survey in June 1991..
 JD1845
 JD1845.The geoid height was determined by GEOID03.
 JD1845
 JD1845.The dynamic height is computed by dividing the NAVD 88
 JD1845.geopotential number by the normal gravity value computed on the
 JD1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1845.degrees latitude (g = 980.6199 gals.).
 JD1845
 JD1845.The modeled gravity was interpolated from observed gravity values.
 JD1845
 JD1845;                    North         East    Units  Estimated Accuracy
 JD1845;SPC MO W     -   312,690.      932,720.      MT  (+/- 180 meters Scaled)
 JD1845
 JD1845                          SUPERSEDED SURVEY CONTROL
 JD1845
 JD1845  NGVD 29 (??/??/92)  229.300  (m)          752.30   (f) ADJ UNCH    2 0
 JD1845
 JD1845.Superseded values are not recommended for survey control.
 JD1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1845.See file dsdata.txt to determine how the superseded data were derived.
 JD1845
 JD1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD527147(NAD 83)
 JD1845_MARKER: DB = BENCH MARK DISK
 JD1845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1845_SP_SET: CULVERT
 JD1845_STAMPING: K 283 1962
 JD1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1845
 JD1845  HISTORY     - Date     Condition        Report By
 JD1845  HISTORY     - 1962     MONUMENTED       CGS
 JD1845
 JD1845                          STATION DESCRIPTION
 JD1845
 JD1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1845'1.2 MI E FROM CONCORDIA.
 JD1845'ABOUT 1.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1845'THE STATION AT CONCORDIA, AT MILEPOLE 218.65, IN THE EAST
 JD1845'END OF THE NORTH CONCRETE HEADWALL OF A 6 X 6 FOOT CONCRETE
 JD1845'CULVERT, 24 FEET NORTH OF THE NORTH RAIL, ABOUT 15 FEET BELOW
 JD1845'THE TRACKS, A DISK DRILLED IN THE HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0528 ***********************************************************************
 KD0528  DESIGNATION -  K 284
 KD0528  PID         -  KD0528
 KD0528  STATE/COUNTY-  MO/SALINE
 KD0528  USGS QUAD   -  SHACKLEFORD (1979)
 KD0528
 KD0528                         *CURRENT SURVEY CONTROL
 KD0528  ___________________________________________________________________
 KD0528* NAD 83(1986)-  39 03 35.     (N)    093 18 24.     (W)     SCALED    
 KD0528* NAVD 88     -       227.454  (meters)     746.24   (feet)  ADJUSTED  
 KD0528  ___________________________________________________________________
 KD0528  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0528  DYNAMIC HT  -         227.311 (meters)     745.77  (feet)  COMP
 KD0528  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 KD0528
 KD0528  VERT ORDER  -  SECOND    CLASS 0
 KD0528
 KD0528.The horizontal coordinates were scaled from a topographic map and have
 KD0528.an estimated accuracy of +/- 6 seconds.
 KD0528
 KD0528.The orthometric height was determined by differential leveling
 KD0528.and adjusted by the National Geodetic Survey in June 1991..
 KD0528
 KD0528.The geoid height was determined by GEOID03.
 KD0528
 KD0528.The dynamic height is computed by dividing the NAVD 88
 KD0528.geopotential number by the normal gravity value computed on the
 KD0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0528.degrees latitude (g = 980.6199 gals.).
 KD0528
 KD0528.The modeled gravity was interpolated from observed gravity values.
 KD0528
 KD0528;                    North         East    Units  Estimated Accuracy
 KD0528;SPC MO C     -   358,370.      430,180.      MT  (+/- 180 meters Scaled)
 KD0528
 KD0528                          SUPERSEDED SURVEY CONTROL
 KD0528
 KD0528  NGVD 29 (??/??/92)  227.38   (m)          746.0    (f) COMPUTED    2 0
 KD0528
 KD0528.Superseded values are not recommended for survey control.
 KD0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0528.See file dsdata.txt to determine how the superseded data were derived.
 KD0528
 KD0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD734234(NAD 83)
 KD0528_MARKER: DB = BENCH MARK DISK
 KD0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0528_STAMPING: K 284 1962
 KD0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0528+STABILITY: SURFACE MOTION
 KD0528
 KD0528  HISTORY     - Date     Condition        Report By
 KD0528  HISTORY     - 1962     MONUMENTED       CGS
 KD0528  HISTORY     - 1963     GOOD             NGS
 KD0528
 KD0528                          STATION DESCRIPTION
 KD0528
 KD0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0528'11 MI SW FROM MARSHALL.
 KD0528'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURT HOUSE AT MARSHALL,
 KD0528'THENCE 4.5 MILE SOUTH ALONG U.S. HIGHWAY 65, THENCE 6.4 MILE WEST
 KD0528'ALONG A GRAVELED ROAD, AT A FENCE CORNER, 21.5 FEET NORTH OF THE
 KD0528'CENTERLINE OF THE ROAD, 2.5 FEET SOUTH OF A FENCE CORNER, 2
 KD0528'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK IN
 KD0528'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.  THIS MARK IS ALSO
 KD0528'1.05 MILE EAST OF A3Z TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0608 ***********************************************************************
 KD0608  DESIGNATION -  K 285
 KD0608  PID         -  KD0608
 KD0608  STATE/COUNTY-  MO/LAFAYETTE
 KD0608  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0608
 KD0608                         *CURRENT SURVEY CONTROL
 KD0608  ___________________________________________________________________
 KD0608* NAD 83(1986)-  39 11 26.     (N)    093 52 59.     (W)     SCALED    
 KD0608* NAVD 88     -       210.457  (meters)     690.47   (feet)  ADJUSTED  
 KD0608  ___________________________________________________________________
 KD0608  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0608  DYNAMIC HT  -         210.326 (meters)     690.04  (feet)  COMP
 KD0608  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 KD0608
 KD0608  VERT ORDER  -  FIRST     CLASS II
 KD0608
 KD0608.The horizontal coordinates were scaled from a topographic map and have
 KD0608.an estimated accuracy of +/- 6 seconds.
 KD0608
 KD0608.The orthometric height was determined by differential leveling
 KD0608.and adjusted by the National Geodetic Survey in June 1991..
 KD0608
 KD0608.The geoid height was determined by GEOID03.
 KD0608
 KD0608.The dynamic height is computed by dividing the NAVD 88
 KD0608.geopotential number by the normal gravity value computed on the
 KD0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0608.degrees latitude (g = 980.6199 gals.).
 KD0608
 KD0608.The modeled gravity was interpolated from observed gravity values.
 KD0608
 KD0608;                    North         East    Units  Estimated Accuracy
 KD0608;SPC MO W     -   335,780.      903,300.      MT  (+/- 180 meters Scaled)
 KD0608
 KD0608                          SUPERSEDED SURVEY CONTROL
 KD0608
 KD0608  NGVD 29 (??/??/92)  210.364  (m)          690.17   (f) ADJ UNCH    1 2
 KD0608
 KD0608.Superseded values are not recommended for survey control.
 KD0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0608.See file dsdata.txt to determine how the superseded data were derived.
 KD0608
 KD0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD237382(NAD 83)
 KD0608_MARKER: DB = BENCH MARK DISK
 KD0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0608_SP_SET: CULVERT
 KD0608_STAMPING: K 285 1962
 KD0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0608
 KD0608  HISTORY     - Date     Condition        Report By
 KD0608  HISTORY     - 1962     MONUMENTED       CGS
 KD0608  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0608
 KD0608                          STATION DESCRIPTION
 KD0608
 KD0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0608'1.6 MI NE FROM MYRICK STATION.
 KD0608'1.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0608'MYRICK RAILROAD STATION, AT A 4 X 6 FOOT CONCRETE BOX CULVERT,
 KD0608'AT MILEPOST NO. 246, IN THE NORTHEAST END OF THE SOUTHEAST
 KD0608'CONCRETE HEADWALL, 106 FEET SOUTH ACROSS THE TRACK FROM THE
 KD0608'MILEPOST, 11 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 KD0608'TRACK, 1.9 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE HEADWALL.
 KD0608
 KD0608                          STATION RECOVERY (1986)
 KD0608
 KD0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0608'THE HEADWALL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0549 ***********************************************************************
 KD0549  DESIGNATION -  K 286
 KD0549  PID         -  KD0549
 KD0549  STATE/COUNTY-  MO/SALINE
 KD0549  USGS QUAD   -  BLACKBURN (1978)
 KD0549
 KD0549                         *CURRENT SURVEY CONTROL
 KD0549  ___________________________________________________________________
 KD0549* NAD 83(1986)-  39 05 04.     (N)    093 28 45.     (W)     SCALED    
 KD0549* NAVD 88     -       243.805  (meters)     799.88   (feet)  ADJUSTED  
 KD0549  ___________________________________________________________________
 KD0549  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0549  DYNAMIC HT  -         243.651 (meters)     799.38  (feet)  COMP
 KD0549  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 KD0549
 KD0549  VERT ORDER  -  SECOND    CLASS 0
 KD0549
 KD0549.The horizontal coordinates were scaled from a topographic map and have
 KD0549.an estimated accuracy of +/- 6 seconds.
 KD0549
 KD0549.The orthometric height was determined by differential leveling
 KD0549.and adjusted by the National Geodetic Survey in June 1991..
 KD0549
 KD0549.The geoid height was determined by GEOID03.
 KD0549
 KD0549.The dynamic height is computed by dividing the NAVD 88
 KD0549.geopotential number by the normal gravity value computed on the
 KD0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0549.degrees latitude (g = 980.6199 gals.).
 KD0549
 KD0549.The modeled gravity was interpolated from observed gravity values.
 KD0549
 KD0549;                    North         East    Units  Estimated Accuracy
 KD0549;SPC MO C     -   361,260.      415,280.      MT  (+/- 180 meters Scaled)
 KD0549
 KD0549                          SUPERSEDED SURVEY CONTROL
 KD0549
 KD0549  NGVD 29 (??/??/92)  243.712  (m)          799.58   (f) ADJ UNCH    2 0
 KD0549
 KD0549.Superseded values are not recommended for survey control.
 KD0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0549.See file dsdata.txt to determine how the superseded data were derived.
 KD0549
 KD0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD585262(NAD 83)
 KD0549_MARKER: DB = BENCH MARK DISK
 KD0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0549_STAMPING: K 286 1962
 KD0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0549+STABILITY: SURFACE MOTION
 KD0549
 KD0549  HISTORY     - Date     Condition        Report By
 KD0549  HISTORY     - 1962     MONUMENTED       CGS
 KD0549
 KD0549                          STATION DESCRIPTION
 KD0549
 KD0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0549'1.9 MI S FROM BLACKBURN.
 KD0549'ABOUT 0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KD0549'BLACKBURN, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 20, THENCE
 KD0549'1.3 MILES SOUTH ALONG A COUNTY ROAD, ACROSS THE ROAD FROM A
 KD0549'PRIVATE DRIVEWAY LEADING EAST TO A FARM HOUSE, 23.7 FEET WEST OF
 KD0549'THE CENTERLINE OF THE ROAD, 17.4 FEET SOUTH OF THE EXTENDED
 KD0549'CENTER LINE OF THE DRIVEWAY, 6.5 FEET SOUTHEAST ACROSS FENCE FROM
 KD0549'A POWER POLE WITH GUY WIRE, 1.5 FEET EAST OF A CORNER FENCE
 KD0549'POST, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT BELOW THE
 KD0549'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0706 ***********************************************************************
 KD0706  DESIGNATION -  K 287
 KD0706  PID         -  KD0706
 KD0706  STATE/COUNTY-  MO/LAFAYETTE
 KD0706  USGS QUAD   -  DOVER (1978)
 KD0706
 KD0706                         *CURRENT SURVEY CONTROL
 KD0706  ___________________________________________________________________
 KD0706* NAD 83(1986)-  39 10 22.     (N)    093 37 40.     (W)     SCALED    
 KD0706* NAVD 88     -       235.231  (meters)     771.75   (feet)  ADJUSTED  
 KD0706  ___________________________________________________________________
 KD0706  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0706  DYNAMIC HT  -         235.084 (meters)     771.27  (feet)  COMP
 KD0706  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 KD0706
 KD0706  VERT ORDER  -  SECOND    CLASS 0
 KD0706
 KD0706.The horizontal coordinates were scaled from a topographic map and have
 KD0706.an estimated accuracy of +/- 6 seconds.
 KD0706
 KD0706.The orthometric height was determined by differential leveling
 KD0706.and adjusted by the National Geodetic Survey in June 1991..
 KD0706
 KD0706.The geoid height was determined by GEOID03.
 KD0706
 KD0706.The dynamic height is computed by dividing the NAVD 88
 KD0706.geopotential number by the normal gravity value computed on the
 KD0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0706.degrees latitude (g = 980.6199 gals.).
 KD0706
 KD0706.The modeled gravity was interpolated from observed gravity values.
 KD0706
 KD0706;                    North         East    Units  Estimated Accuracy
 KD0706;SPC MO W     -   333,990.      925,370.      MT  (+/- 180 meters Scaled)
 KD0706
 KD0706                          SUPERSEDED SURVEY CONTROL
 KD0706
 KD0706  NGVD 29 (??/??/92)  235.122  (m)          771.40   (f) ADJ UNCH    2 0
 KD0706
 KD0706.Superseded values are not recommended for survey control.
 KD0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0706.See file dsdata.txt to determine how the superseded data were derived.
 KD0706
 KD0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD457361(NAD 83)
 KD0706_MARKER: DB = BENCH MARK DISK
 KD0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0706_SP_SET: CULVERT
 KD0706_STAMPING: K 287 1962
 KD0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0706
 KD0706  HISTORY     - Date     Condition        Report By
 KD0706  HISTORY     - 1962     MONUMENTED       CGS
 KD0706
 KD0706                          STATION DESCRIPTION
 KD0706
 KD0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0706'5 MI S FROM HODGE.
 KD0706'2.7 MILES SOUTHWEST ALONG ASPHALT COUNTY ROAD NO. N FROM THE
 KD0706'GENERAL STORE AND POST OFFICE AT HODGE, THENCE 0.8 MILE SOUTHEAST
 KD0706'ALONG U.S. HIGHWAY 24, THENCE 1.5 MILES SOUTH ALONG A COUNTY
 KD0706'ROAD, 0.1 MILE NORTH OF A FARMHOUSE, 14.3 FEET WEST OF THE
 KD0706'CENTERLINE OF THE ROAD, SET IN THE TOP OF THE NORTHWEST END
 KD0706'OF THE WEST CONCRETE WING WALL OF A 6 X 8 FOOT CONCRETE CULVERT,
 KD0706'0.7 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE WING WALL, AND
 KD0706'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0806 ***********************************************************************
 KD0806  DESIGNATION -  K 288
 KD0806  PID         -  KD0806
 KD0806  STATE/COUNTY-  MO/LAFAYETTE
 KD0806  USGS QUAD   -  ODESSA NORTH (1978)
 KD0806
 KD0806                         *CURRENT SURVEY CONTROL
 KD0806  ___________________________________________________________________
 KD0806* NAD 83(1986)-  39 02 52.     (N)    093 58 37.     (W)     SCALED    
 KD0806* NAVD 88     -       253.770  (meters)     832.58   (feet)  ADJUSTED  
 KD0806  ___________________________________________________________________
 KD0806  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0806  DYNAMIC HT  -         253.607 (meters)     832.04  (feet)  COMP
 KD0806  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 KD0806
 KD0806  VERT ORDER  -  SECOND    CLASS 0
 KD0806
 KD0806.The horizontal coordinates were scaled from a topographic map and have
 KD0806.an estimated accuracy of +/- 6 seconds.
 KD0806
 KD0806.The orthometric height was determined by differential leveling
 KD0806.and adjusted by the National Geodetic Survey in June 1991..
 KD0806
 KD0806.The geoid height was determined by GEOID03.
 KD0806
 KD0806.The dynamic height is computed by dividing the NAVD 88
 KD0806.geopotential number by the normal gravity value computed on the
 KD0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0806.degrees latitude (g = 980.6199 gals.).
 KD0806
 KD0806.The modeled gravity was interpolated from observed gravity values.
 KD0806
 KD0806;                    North         East    Units  Estimated Accuracy
 KD0806;SPC MO W     -   319,880.      895,280.      MT  (+/- 180 meters Scaled)
 KD0806
 KD0806                          SUPERSEDED SURVEY CONTROL
 KD0806
 KD0806  NGVD 29 (??/??/92)  253.667  (m)          832.24   (f) ADJ UNCH    2 0
 KD0806
 KD0806.Superseded values are not recommended for survey control.
 KD0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0806.See file dsdata.txt to determine how the superseded data were derived.
 KD0806
 KD0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD154225(NAD 83)
 KD0806_MARKER: DB = BENCH MARK DISK
 KD0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0806_STAMPING: K 288 1962
 KD0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0806+STABILITY: SURFACE MOTION
 KD0806
 KD0806  HISTORY     - Date     Condition        Report By
 KD0806  HISTORY     - 1962     MONUMENTED       CGS
 KD0806
 KD0806                          STATION DESCRIPTION
 KD0806
 KD0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0806'4.4 MI NW FROM ODESSA.
 KD0806'4.45 MILES NORTHWEST ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0806'AT ODESSA, 67 FEET NORTHEAST OF THE CENTER OF THE T-JUNCTION OF
 KD0806'A ROAD LEADING EAST, 55 FEET EAST OF THE CENTERLINE OF THE
 KD0806'HIGHWAY, 36.7 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 KD0806'EAST, 9.0 FEET EAST OF THE CENTER OF A WOODEN GATE, 1.2 FEET
 KD0806'SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 KD0806'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KD0806'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0497 ***********************************************************************
 KD0497  DESIGNATION -  K 289
 KD0497  PID         -  KD0497
 KD0497  STATE/COUNTY-  MO/SALINE
 KD0497  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0497
 KD0497                         *CURRENT SURVEY CONTROL
 KD0497  ___________________________________________________________________
 KD0497* NAD 83(1986)-  39 01 32.     (N)    093 11 44.     (W)     SCALED    
 KD0497* NAVD 88     -       228.940  (meters)     751.11   (feet)  ADJUSTED  
 KD0497  ___________________________________________________________________
 KD0497  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0497  DYNAMIC HT  -         228.796 (meters)     750.64  (feet)  COMP
 KD0497  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 KD0497
 KD0497  VERT ORDER  -  SECOND    CLASS 0
 KD0497
 KD0497.The horizontal coordinates were scaled from a topographic map and have
 KD0497.an estimated accuracy of +/- 6 seconds.
 KD0497
 KD0497.The orthometric height was determined by differential leveling
 KD0497.and adjusted by the National Geodetic Survey in June 1991..
 KD0497
 KD0497.The geoid height was determined by GEOID03.
 KD0497
 KD0497.The dynamic height is computed by dividing the NAVD 88
 KD0497.geopotential number by the normal gravity value computed on the
 KD0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0497.degrees latitude (g = 980.6199 gals.).
 KD0497
 KD0497.The modeled gravity was interpolated from observed gravity values.
 KD0497
 KD0497;                    North         East    Units  Estimated Accuracy
 KD0497;SPC MO C     -   354,500.      439,770.      MT  (+/- 180 meters Scaled)
 KD0497
 KD0497                          SUPERSEDED SURVEY CONTROL
 KD0497
 KD0497  NGVD 29 (??/??/92)  228.862  (m)          750.86   (f) ADJ UNCH    2 0
 KD0497
 KD0497.Superseded values are not recommended for survey control.
 KD0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0497.See file dsdata.txt to determine how the superseded data were derived.
 KD0497
 KD0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD830196(NAD 83)
 KD0497_MARKER: DB = BENCH MARK DISK
 KD0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0497_SP_SET: CULVERT
 KD0497_STAMPING: K 289 1962
 KD0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0497
 KD0497  HISTORY     - Date     Condition        Report By
 KD0497  HISTORY     - 1962     MONUMENTED       CGS
 KD0497  HISTORY     - 1963     GOOD             NGS
 KD0497
 KD0497                          STATION DESCRIPTION
 KD0497
 KD0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0497'7.2 MI S FROM MARSHALL.
 KD0497'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURTHOUSE AT
 KD0497'MARSHALL, THENCE 7.15 MILE SOUTH ALONG U.S. HIGHWAY 65, SET IN
 KD0497'THE TOP AND 0.9 FOOT NORTH OF THE SOUTH END OF THE WEST HEADWALL
 KD0497'OF AN 8 BY 8 FOOT CULVERT UNDER THE NEW HIGHWAY, 55 FEET WEST
 KD0497'OF THE CENTERLINE OF THE NEW HIGHWAY, 56 FEET EAST OF THE
 KD0497'CENTERLINE OF THE OLD HIGHWAY, ABOUT 10 FEET LOWER THAN THE
 KD0497'NEW HIGHWAY AND LEVEL WITH THE OLD HIGHWAY, A DISK DRILLED IN
 KD0497'HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0317 ***********************************************************************
 HD0317  DESIGNATION -  K 29
 HD0317  PID         -  HD0317
 HD0317  STATE/COUNTY-  MO/WRIGHT
 HD0317  USGS QUAD   -  HARTVILLE (1956)
 HD0317
 HD0317                         *CURRENT SURVEY CONTROL
 HD0317  ___________________________________________________________________
 HD0317* NAD 83(1986)-  37 15 13.     (N)    092 30 37.     (W)     SCALED    
 HD0317* NAVD 88     -       356.743  (meters)    1170.41   (feet)  ADJUSTED  
 HD0317  ___________________________________________________________________
 HD0317  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HD0317  DYNAMIC HT  -         356.463 (meters)    1169.50  (feet)  COMP
 HD0317  MODELED GRAV-     979,833.0   (mgal)                       NAVD 88
 HD0317
 HD0317  VERT ORDER  -  SECOND    CLASS 0
 HD0317
 HD0317.The horizontal coordinates were scaled from a topographic map and have
 HD0317.an estimated accuracy of +/- 6 seconds.
 HD0317
 HD0317.The orthometric height was determined by differential leveling
 HD0317.and adjusted by the National Geodetic Survey in June 1991..
 HD0317
 HD0317.The geoid height was determined by GEOID03.
 HD0317
 HD0317.The dynamic height is computed by dividing the NAVD 88
 HD0317.geopotential number by the normal gravity value computed on the
 HD0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0317.degrees latitude (g = 980.6199 gals.).
 HD0317
 HD0317.The modeled gravity was interpolated from observed gravity values.
 HD0317
 HD0317;                    North         East    Units  Estimated Accuracy
 HD0317;SPC MO C     -   157,600.      499,090.      MT  (+/- 180 meters Scaled)
 HD0317
 HD0317                          SUPERSEDED SURVEY CONTROL
 HD0317
 HD0317  NGVD 29 (??/??/92)  356.612  (m)         1169.98   (f) ADJ UNCH    2 0
 HD0317
 HD0317.Superseded values are not recommended for survey control.
 HD0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0317.See file dsdata.txt to determine how the superseded data were derived.
 HD0317
 HD0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB434231(NAD 83)
 HD0317_MARKER: DB = BENCH MARK DISK
 HD0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0317_SP_SET: CULVERT
 HD0317_STAMPING: K 29 1934
 HD0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0317
 HD0317  HISTORY     - Date     Condition        Report By
 HD0317  HISTORY     - 1934     MONUMENTED       CGS
 HD0317  HISTORY     - 1977     GOOD             NGS
 HD0317  HISTORY     - 1977     GOOD             NGS
 HD0317
 HD0317                          STATION DESCRIPTION
 HD0317
 HD0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0317'AT HARTVILLE.
 HD0317'AT THE NORTH EDGE OF HARTVILLE, WRIGHT COUNTY, ON STATE HIGHWAY
 HD0317'5, AT A DOUBLE 5-BY 10-FOOT CONCRETE CULVERT, AND IN THE CENTER
 HD0317'OF THE TOP OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED
 HD0317'K 29 1934.
 HD0317
 HD0317                          STATION RECOVERY (1977)
 HD0317
 HD0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0317'RECOVERED IN GOOD CONDITION.
 HD0317
 HD0317                          STATION RECOVERY (1977)
 HD0317
 HD0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0190 ***********************************************************************
 HE0190  DESIGNATION -  K 29
 HE0190  PID         -  HE0190
 HE0190  STATE/COUNTY-  MO/JASPER
 HE0190  USGS QUAD   -  JASPER (1962)
 HE0190
 HE0190                         *CURRENT SURVEY CONTROL
 HE0190  ___________________________________________________________________
 HE0190* NAD 83(1986)-  37 15 23.     (N)    094 18 25.     (W)     SCALED    
 HE0190* NAVD 88     -       285.91   (+/-2cm)     938.0    (feet)  VERTCON   
 HE0190  ___________________________________________________________________
 HE0190  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HE0190
 HE0190  VERT ORDER  -  ? (See Below)
 HE0190
 HE0190.The horizontal coordinates were scaled from a topographic map and have
 HE0190.an estimated accuracy of +/- 6 seconds.
 HE0190
 HE0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0190.The vertical order pertains to the NGVD 29 superseded value.
 HE0190
 HE0190.The geoid height was determined by GEOID03.
 HE0190
 HE0190;                    North         East    Units  Estimated Accuracy
 HE0190;SPC MO W     -   120,940.      867,130.      MT  (+/- 180 meters Scaled)
 HE0190
 HE0190                          SUPERSEDED SURVEY CONTROL
 HE0190
 HE0190  NGVD 29 (??/??/92)  285.802  (m)          937.67   (f) ADJ UNCH    ?  
 HE0190
 HE0190.Superseded values are not recommended for survey control.
 HE0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0190.See file dsdata.txt to determine how the superseded data were derived.
 HE0190
 HE0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB841241(NAD 83)
 HE0190_MARKER: DD = SURVEY DISK
 HE0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0190_STAMPING: K 29 1938
 HE0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0190+STABILITY: SURFACE MOTION
 HE0190
 HE0190  HISTORY     - Date     Condition        Report By
 HE0190  HISTORY     - 1938     MONUMENTED       USGS
 HE0190  HISTORY     - 20060606 MARK NOT FOUND   MODNR
 HE0190
 HE0190                          STATION DESCRIPTION
 HE0190
 HE0190'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 HE0190'5.5 MI S FROM JASPER.
 HE0190'5.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM JASPER,
 HE0190'JASPER COUNTY, AT MILEPOST 359, AT THE SOUTHEAST CORNER OF
 HE0190'SECTION 4, T 29 N, R 31 W, 139 FEET WEST OF U.S. HIGHWAY 71,
 HE0190'AT A ROAD CROSSING, 65 FEET NORTH OF THE ROAD, 46 FEET WEST OF
 HE0190'THE TRACK, AND 3 FEET EAST OF A FENCE.  A U.S. GEOLOGICAL SURVEY
 HE0190'STANDARD DISK, STAMPED K 29 1938 AND SET IN THE TOP OF A CONCRETE
 HE0190'POST.
 HE0190
 HE0190                          STATION RECOVERY (2006)
 HE0190
 HE0190'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE0190'DIDNOT FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1211 ***********************************************************************
 JD1211  DESIGNATION -  K 290
 JD1211  PID         -  JD1211
 JD1211  STATE/COUNTY-  MO/PETTIS
 JD1211  USGS QUAD   -  SWEET SPRINGS (1973)
 JD1211
 JD1211                         *CURRENT SURVEY CONTROL
 JD1211  ___________________________________________________________________
 JD1211* NAD 83(1986)-  38 54 48.     (N)    093 23 45.     (W)     SCALED    
 JD1211* NAVD 88     -       214.593  (meters)     704.04   (feet)  ADJUSTED  
 JD1211  ___________________________________________________________________
 JD1211  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1211  DYNAMIC HT  -         214.454 (meters)     703.59  (feet)  COMP
 JD1211  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 JD1211
 JD1211  VERT ORDER  -  SECOND    CLASS 0
 JD1211
 JD1211.The horizontal coordinates were scaled from a topographic map and have
 JD1211.an estimated accuracy of +/- 6 seconds.
 JD1211
 JD1211.The orthometric height was determined by differential leveling
 JD1211.and adjusted by the National Geodetic Survey in June 1991..
 JD1211
 JD1211.The geoid height was determined by GEOID03.
 JD1211
 JD1211.The dynamic height is computed by dividing the NAVD 88
 JD1211.geopotential number by the normal gravity value computed on the
 JD1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1211.degrees latitude (g = 980.6199 gals.).
 JD1211
 JD1211.The modeled gravity was interpolated from observed gravity values.
 JD1211
 JD1211;                    North         East    Units  Estimated Accuracy
 JD1211;SPC MO C     -   342,190.      422,310.      MT  (+/- 180 meters Scaled)
 JD1211
 JD1211                          SUPERSEDED SURVEY CONTROL
 JD1211
 JD1211  NGVD 29 (??/??/92)  214.505  (m)          703.76   (f) ADJ UNCH    2 0
 JD1211
 JD1211.Superseded values are not recommended for survey control.
 JD1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1211.See file dsdata.txt to determine how the superseded data were derived.
 JD1211
 JD1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD656072(NAD 83)
 JD1211_MARKER: DB = BENCH MARK DISK
 JD1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1211_SP_SET: CULVERT
 JD1211_STAMPING: K 290 1962
 JD1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1211
 JD1211  HISTORY     - Date     Condition        Report By
 JD1211  HISTORY     - 1962     MONUMENTED       CGS
 JD1211  HISTORY     - 1963     GOOD             NGS
 JD1211
 JD1211                          STATION DESCRIPTION
 JD1211
 JD1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1211'6.4 MI SE FROM SWEET SPRINGS.
 JD1211'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE RAILROAD
 JD1211'STATION AT SWEET SPRINGS, THENCE 3.95 MILES SOUTH ALONG STATE
 JD1211'HIGHWAY 127, THENCE 2.3 MILES SOUTHEAST ALONG A COUNTY ROAD,
 JD1211'58 FEET NORTHWEST OF THE CENTER OF THE T-JUNCTION OF A NORTH-SOUTH
 JD1211'ROAD, 11.3 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, SET
 JD1211'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 JD1211'CONCRETE CULVERT UNDER THE ROAD LEADING WEST, 1.7 FEET EAST
 JD1211'OF THE WEST EDGE OF THE HEADWALL, AND ABOUT 1 FOOT ABOVE THE
 JD1211'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0331 ***********************************************************************
 JD0331  DESIGNATION -  K 291
 JD0331  PID         -  JD0331
 JD0331  STATE/COUNTY-  MO/MONITEAU
 JD0331  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD0331
 JD0331                         *CURRENT SURVEY CONTROL
 JD0331  ___________________________________________________________________
 JD0331* NAD 83(1986)-  38 37 44.     (N)    092 33 53.     (W)     SCALED    
 JD0331* NAVD 88     -       271.358  (meters)     890.28   (feet)  ADJUSTED  
 JD0331  ___________________________________________________________________
 JD0331  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD0331  DYNAMIC HT  -         271.173 (meters)     889.67  (feet)  COMP
 JD0331  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 JD0331
 JD0331  VERT ORDER  -  FIRST     CLASS II
 JD0331
 JD0331.The horizontal coordinates were scaled from a topographic map and have
 JD0331.an estimated accuracy of +/- 6 seconds.
 JD0331
 JD0331.The orthometric height was determined by differential leveling
 JD0331.and adjusted by the National Geodetic Survey in June 1991..
 JD0331
 JD0331.The geoid height was determined by GEOID03.
 JD0331
 JD0331.The dynamic height is computed by dividing the NAVD 88
 JD0331.geopotential number by the normal gravity value computed on the
 JD0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0331.degrees latitude (g = 980.6199 gals.).
 JD0331
 JD0331.The modeled gravity was interpolated from observed gravity values.
 JD0331
 JD0331;                    North         East    Units  Estimated Accuracy
 JD0331;SPC MO C     -   310,240.      494,370.      MT  (+/- 180 meters Scaled)
 JD0331
 JD0331                          SUPERSEDED SURVEY CONTROL
 JD0331
 JD0331  NGVD 29 (??/??/92)  271.263  (m)          889.97   (f) ADJ UNCH    1 2
 JD0331
 JD0331.Superseded values are not recommended for survey control.
 JD0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0331.See file dsdata.txt to determine how the superseded data were derived.
 JD0331
 JD0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC378756(NAD 83)
 JD0331_MARKER: DB = BENCH MARK DISK
 JD0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0331_SP_SET: BRIDGE ABUTMENT
 JD0331_STAMPING: K 291 1963
 JD0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0331
 JD0331  HISTORY     - Date     Condition        Report By
 JD0331  HISTORY     - 1963     MONUMENTED       CGS
 JD0331
 JD0331                          STATION DESCRIPTION
 JD0331
 JD0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0331'AT CALIFORNIA.
 JD0331'AT CALIFORNIA, 0.05 MILE EAST OF THE MISSOURI PACIFIC RAILROAD
 JD0331'STATION, AT A ROAD CROSSING, SET VERTICALLY IN THE SOUTH FACE
 JD0331'OF THE EAST CONCRETE ABUTMENT OF A TANK USED BY THE MISSOURI
 JD0331'STATE HIGHWAY DEPARTMENT TO STORE ASPHALT, 60.5 FEET NORTH OF
 JD0331'THE NORTH RAIL OF THE MAIN TRACK, 58.5 FEET WEST OF THE CENTERLINE
 JD0331'OF A STREET, 1.7 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH
 JD0331'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0332 ***********************************************************************
 JD0332  DESIGNATION -  K 291 RESET
 JD0332  PID         -  JD0332
 JD0332  STATE/COUNTY-  MO/MONITEAU
 JD0332  USGS QUAD   -  CALIFORNIA NORTH (1985)
 JD0332
 JD0332                         *CURRENT SURVEY CONTROL
 JD0332  ___________________________________________________________________
 JD0332* NAD 83(1986)-  38 37 44.     (N)    092 33 53.     (W)     SCALED    
 JD0332* NAVD 88     -       271.41   (meters)     890.5    (feet)  RESET     
 JD0332  ___________________________________________________________________
 JD0332  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD0332
 JD0332  VERT ORDER  -  THIRD
 JD0332
 JD0332.The horizontal coordinates were scaled from a topographic map and have
 JD0332.an estimated accuracy of +/- 6 seconds.
 JD0332
 JD0332.The orthometric height was computed from unverified reset data.
 JD0332
 JD0332.The geoid height was determined by GEOID03.
 JD0332
 JD0332;                    North         East    Units  Estimated Accuracy
 JD0332;SPC MO C     -   310,240.      494,370.      MT  (+/- 180 meters Scaled)
 JD0332
 JD0332                          SUPERSEDED SURVEY CONTROL
 JD0332
 JD0332.No superseded survey control is available for this station.
 JD0332
 JD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC378756(NAD 83)
 JD0332_MARKER: DB = BENCH MARK DISK
 JD0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0332_SP_SET: SIGNAL FOUNDATION
 JD0332_STAMPING: K 291 RESET 1964
 JD0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0332
 JD0332  HISTORY     - Date     Condition        Report By
 JD0332  HISTORY     - 1964     MONUMENTED       MOHC
 JD0332
 JD0332                          STATION DESCRIPTION
 JD0332
 JD0332'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1964
 JD0332'AT CALIFORNIA.
 JD0332'AT CALIFORNIA, 0.05 MILES EAST OF THE MISSOURI PACIFIC RAILROAD
 JD0332'STATION AT A ROAD CROSSING, SET IN THE TOP OF A RAILROAD CROSSING
 JD0332'SIGNAL FOUNDATION LOCATED AT THE NORTH WEST CORNER OF THE
 JD0332'INTERSECTION OF THE MISSOURI PACIFIC RAILROAD TRACKS AND SOUTH
 JD0332'EAST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0548 ***********************************************************************
 JD0548  DESIGNATION -  K 292
 JD0548  PID         -  JD0548
 JD0548  STATE/COUNTY-  MO/COOPER
 JD0548  USGS QUAD   -  BUNCETON (1979)
 JD0548
 JD0548                         *CURRENT SURVEY CONTROL
 JD0548  ___________________________________________________________________
 JD0548* NAD 83(1986)-  38 45 58.     (N)    092 51 22.     (W)     SCALED    
 JD0548* NAVD 88     -       258.550  (meters)     848.26   (feet)  ADJUSTED  
 JD0548  ___________________________________________________________________
 JD0548  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0548  DYNAMIC HT  -         258.378 (meters)     847.70  (feet)  COMP
 JD0548  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 JD0548
 JD0548  VERT ORDER  -  SECOND    CLASS 0
 JD0548
 JD0548.The horizontal coordinates were scaled from a topographic map and have
 JD0548.an estimated accuracy of +/- 6 seconds.
 JD0548
 JD0548.The orthometric height was determined by differential leveling
 JD0548.and adjusted by the National Geodetic Survey in June 1991..
 JD0548
 JD0548.The geoid height was determined by GEOID03.
 JD0548
 JD0548.The dynamic height is computed by dividing the NAVD 88
 JD0548.geopotential number by the normal gravity value computed on the
 JD0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0548.degrees latitude (g = 980.6199 gals.).
 JD0548
 JD0548.The modeled gravity was interpolated from observed gravity values.
 JD0548
 JD0548;                    North         East    Units  Estimated Accuracy
 JD0548;SPC MO C     -   325,530.      469,050.      MT  (+/- 180 meters Scaled)
 JD0548
 JD0548                          SUPERSEDED SURVEY CONTROL
 JD0548
 JD0548  NGVD 29 (??/??/92)  258.459  (m)          847.96   (f) ADJ UNCH    2 0
 JD0548
 JD0548.Superseded values are not recommended for survey control.
 JD0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0548.See file dsdata.txt to determine how the superseded data were derived.
 JD0548
 JD0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC125908(NAD 83)
 JD0548_MARKER: DB = BENCH MARK DISK
 JD0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0548_STAMPING: K 292 1963
 JD0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0548+STABILITY: SURFACE MOTION
 JD0548
 JD0548  HISTORY     - Date     Condition        Report By
 JD0548  HISTORY     - 1963     MONUMENTED       CGS
 JD0548
 JD0548                          STATION DESCRIPTION
 JD0548
 JD0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0548'7.8 MI N FROM SYRACUSE.
 JD0548'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0548'STATION AT SYRACUSE, THENCE 7.0 MILES NORTH ALONG STATE
 JD0548'HIGHWAY 5, 50.4 FEET NORTHEAST OF THE CENTER OF THE T-JUNCTION
 JD0548'OF A ROAD LEADING EAST, 39.5 FEET EAST OF THE CENTERLINE OF
 JD0548'THE HIGHWAY, 33.2 FEET NORTH OF THE CENTERLINE OF THE ROAD
 JD0548'LEADING EAST, 2.5 FEET EAST OF A POWER POLE, 1.5 FEET SOUTH
 JD0548'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 JD0548'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1282 ***********************************************************************
 HB1282  DESIGNATION -  K 292 X
 HB1282  PID         -  HB1282
 HB1282  STATE/COUNTY-  MO/SCOTT
 HB1282  USGS QUAD   -  SCOTT CITY (1993)
 HB1282
 HB1282                         *CURRENT SURVEY CONTROL
 HB1282  ___________________________________________________________________
 HB1282* NAD 83(1986)-  37 12 54.     (N)    089 30 21.     (W)     SCALED    
 HB1282* NAVD 88     -       122.689  (meters)     402.52   (feet)  ADJUSTED  
 HB1282  ___________________________________________________________________
 HB1282  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HB1282  DYNAMIC HT  -         122.599 (meters)     402.23  (feet)  COMP
 HB1282  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 HB1282
 HB1282  VERT ORDER  -  FIRST     CLASS II
 HB1282
 HB1282.The horizontal coordinates were scaled from a topographic map and have
 HB1282.an estimated accuracy of +/- 6 seconds.
 HB1282
 HB1282.The orthometric height was determined by differential leveling
 HB1282.and adjusted by the National Geodetic Survey in June 1991..
 HB1282
 HB1282.The geoid height was determined by GEOID03.
 HB1282
 HB1282.The dynamic height is computed by dividing the NAVD 88
 HB1282.geopotential number by the normal gravity value computed on the
 HB1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1282.degrees latitude (g = 980.6199 gals.).
 HB1282
 HB1282.The modeled gravity was interpolated from observed gravity values.
 HB1282
 HB1282;                    North         East    Units  Estimated Accuracy
 HB1282;SPC MO E     -   153,780.      338,240.      MT  (+/- 180 meters Scaled)
 HB1282
 HB1282                          SUPERSEDED SURVEY CONTROL
 HB1282
 HB1282  NGVD 29 (??/??/??)  122.576  (m)          402.15   (f) ADJUSTED    1 2
 HB1282
 HB1282.Superseded values are not recommended for survey control.
 HB1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1282.See file dsdata.txt to determine how the superseded data were derived.
 HB1282
 HB1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG776216(NAD 83)
 HB1282_MARKER: I = METAL ROD
 HB1282_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1282_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1282_STAMPING: K 292 X 1981
 HB1282_MARK LOGO: NGS   
 HB1282_PROJECTION: FLUSH
 HB1282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1282+STABILITY: POSITION/ELEVATION WELL
 HB1282_ROD/PIPE-DEPTH: 7.4  meters
 HB1282_SLEEVE-DEPTH  : 6.1 meters
 HB1282
 HB1282  HISTORY     - Date     Condition        Report By
 HB1282  HISTORY     - 1981     MONUMENTED       NGS
 HB1282  HISTORY     - 20020810 MARK NOT FOUND   USACE
 HB1282
 HB1282                          STATION DESCRIPTION
 HB1282
 HB1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1282'IN SCOTT CITY.
 HB1282'IN SCOTT CITY, ALONG THIRD STREET ON THE PROPERTY OF THE SCOTT CITY
 HB1282'POLICE DEPARTMENT, 8.69 METERS (28.5 FEET) EAST OF THE EAST CURB OF
 HB1282'THE STREET, 1.68 METERS (5.5 FEET) WEST OF THE BASE OF THE FLAG POLE,
 HB1282'1.68 METERS (5.5 FEET) NORTH OF THE EAST-WEST SIDEWALK LEADING TO THE
 HB1282'FRONT DOOR OF THE POLICE DEPARTMENT.
 HB1282'THE MARK IS 1.0 M ABOVE THE STREET.
 HB1282
 HB1282                          STATION RECOVERY (2002)
 HB1282
 HB1282'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0756 ***********************************************************************
 KD0756  DESIGNATION -  K 293
 KD0756  PID         -  KD0756
 KD0756  STATE/COUNTY-  MO/LAFAYETTE
 KD0756  USGS QUAD   -  MAYVIEW (1979)
 KD0756
 KD0756                         *CURRENT SURVEY CONTROL
 KD0756  ___________________________________________________________________
 KD0756* NAD 83(1986)-  39 00 16.     (N)    093 52 11.     (W)     SCALED    
 KD0756* NAVD 88     -       248.121  (meters)     814.04   (feet)  ADJUSTED  
 KD0756  ___________________________________________________________________
 KD0756  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0756  DYNAMIC HT  -         247.961 (meters)     813.52  (feet)  COMP
 KD0756  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 KD0756
 KD0756  VERT ORDER  -  SECOND    CLASS 0
 KD0756
 KD0756.The horizontal coordinates were scaled from a topographic map and have
 KD0756.an estimated accuracy of +/- 6 seconds.
 KD0756
 KD0756.The orthometric height was determined by differential leveling
 KD0756.and adjusted by the National Geodetic Survey in June 1991..
 KD0756
 KD0756.The geoid height was determined by GEOID03.
 KD0756
 KD0756.The dynamic height is computed by dividing the NAVD 88
 KD0756.geopotential number by the normal gravity value computed on the
 KD0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0756.degrees latitude (g = 980.6199 gals.).
 KD0756
 KD0756.The modeled gravity was interpolated from observed gravity values.
 KD0756
 KD0756;                    North         East    Units  Estimated Accuracy
 KD0756;SPC MO W     -   315,130.      904,590.      MT  (+/- 180 meters Scaled)
 KD0756
 KD0756                          SUPERSEDED SURVEY CONTROL
 KD0756
 KD0756  NGVD 29 (??/??/92)  248.024  (m)          813.73   (f) ADJ UNCH    2 0
 KD0756
 KD0756.Superseded values are not recommended for survey control.
 KD0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0756.See file dsdata.txt to determine how the superseded data were derived.
 KD0756
 KD0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD246176(NAD 83)
 KD0756_MARKER: DB = BENCH MARK DISK
 KD0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0756_SP_SET: CULVERT
 KD0756_STAMPING: K 293 1962
 KD0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0756+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1996
 KD0756
 KD0756  HISTORY     - Date     Condition        Report By
 KD0756  HISTORY     - 1962     MONUMENTED       CGS
 KD0756  HISTORY     - 1963     GOOD             NGS
 KD0756  HISTORY     - 19961202 GOOD             MOHC
 KD0756  HISTORY     - 20060904 GOOD             GEOCAC
 KD0756
 KD0756                          STATION DESCRIPTION
 KD0756
 KD0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0756'5 MI E FROM ODESSA.
 KD0756'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0756'AT ODESSA, THENCE 4.3 MILES EAST ALONG INTERSTATE HIGHWAY
 KD0756'70, 99 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 KD0756'LANE OF THE HIGHWAY, 15 FEET NORTH OF THE CENTERLINE OF AN ACCESS
 KD0756'ROAD, SET IN THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 KD0756'20 X 10 FOOT CULVERT, ABOUT 15 FEET BELOW THE LEVEL OF THE
 KD0756'HIGHWAY, AND ABOUT LEVEL WITH THE ACCESS ROAD.
 KD0756
 KD0756                          STATION RECOVERY (1996)
 KD0756
 KD0756'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1996 (MP)
 KD0756'RECOVERED IN GOOD CONDITION.
 KD0756
 KD0756                          STATION RECOVERY (2006)
 KD0756
 KD0756'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0756'HH2 N39 00 19.1 W93 52 11.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1973 ***********************************************************************
 JD1973  DESIGNATION -  K 294
 JD1973  PID         -  JD1973
 JD1973  STATE/COUNTY-  MO/LAFAYETTE
 JD1973  USGS QUAD   -  KNOB NOSTER NW (1981)
 JD1973
 JD1973                         *CURRENT SURVEY CONTROL
 JD1973  ___________________________________________________________________
 JD1973* NAD 83(1986)-  38 59 18.     (N)    093 44 09.     (W)     SCALED    
 JD1973* NAVD 88     -       233.923  (meters)     767.46   (feet)  ADJUSTED  
 JD1973  ___________________________________________________________________
 JD1973  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1973  DYNAMIC HT  -         233.771 (meters)     766.96  (feet)  COMP
 JD1973  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 JD1973
 JD1973  VERT ORDER  -  SECOND    CLASS 0
 JD1973
 JD1973.The horizontal coordinates were scaled from a topographic map and have
 JD1973.an estimated accuracy of +/- 6 seconds.
 JD1973
 JD1973.The orthometric height was determined by differential leveling
 JD1973.and adjusted by the National Geodetic Survey in June 1991..
 JD1973
 JD1973.The geoid height was determined by GEOID03.
 JD1973
 JD1973.The dynamic height is computed by dividing the NAVD 88
 JD1973.geopotential number by the normal gravity value computed on the
 JD1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1973.degrees latitude (g = 980.6199 gals.).
 JD1973
 JD1973.The modeled gravity was interpolated from observed gravity values.
 JD1973
 JD1973;                    North         East    Units  Estimated Accuracy
 JD1973;SPC MO W     -   313,430.      916,200.      MT  (+/- 180 meters Scaled)
 JD1973
 JD1973                          SUPERSEDED SURVEY CONTROL
 JD1973
 JD1973  NGVD 29 (??/??/92)  233.832  (m)          767.16   (f) ADJ UNCH    2 0
 JD1973
 JD1973.Superseded values are not recommended for survey control.
 JD1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1973.See file dsdata.txt to determine how the superseded data were derived.
 JD1973
 JD1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD362157(NAD 83)
 JD1973_MARKER: DB = BENCH MARK DISK
 JD1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1973_STAMPING: K 294 1962
 JD1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1973+STABILITY: SURFACE MOTION
 JD1973
 JD1973  HISTORY     - Date     Condition        Report By
 JD1973  HISTORY     - 1962     MONUMENTED       CGS
 JD1973  HISTORY     - 1963     GOOD             NGS
 JD1973
 JD1973                          STATION DESCRIPTION
 JD1973
 JD1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1973'6.4 MI S FROM HIGGINSVILLE.
 JD1973'ABOUT 6.45 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE COURT
 JD1973'HOUSE AT HIGGINSVILLE, AT A FENCE CORNER, 29.5 FEET WEST OF THE
 JD1973'CENTERLINE OF THE HIGHWAY, 80 FEET NORTH OF A FENCE CORNER, 2.5
 JD1973'FEET NORTH OF A POWER POLE, 1.5 FEET SOUTH OF A WITNESS POST,
 JD1973'ABOUT 4 FEET HIGHER THAN THE HIGHWAY, A DISK IN THE TOP OF A
 JD1973'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2014 ***********************************************************************
 JD2014  DESIGNATION -  K 295
 JD2014  PID         -  JD2014
 JD2014  STATE/COUNTY-  MO/JOHNSON
 JD2014  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2014
 JD2014                         *CURRENT SURVEY CONTROL
 JD2014  ___________________________________________________________________
 JD2014* NAD 83(1986)-  38 53 01.     (N)    093 53 40.     (W)     SCALED    
 JD2014* NAVD 88     -       263.351  (meters)     864.01   (feet)  ADJUSTED  
 JD2014  ___________________________________________________________________
 JD2014  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2014  DYNAMIC HT  -         263.176 (meters)     863.44  (feet)  COMP
 JD2014  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 JD2014
 JD2014  VERT ORDER  -  SECOND    CLASS 0
 JD2014
 JD2014.The horizontal coordinates were scaled from a topographic map and have
 JD2014.an estimated accuracy of +/- 6 seconds.
 JD2014
 JD2014.The orthometric height was determined by differential leveling
 JD2014.and adjusted by the National Geodetic Survey in June 1991..
 JD2014
 JD2014.The geoid height was determined by GEOID03.
 JD2014
 JD2014.The dynamic height is computed by dividing the NAVD 88
 JD2014.geopotential number by the normal gravity value computed on the
 JD2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2014.degrees latitude (g = 980.6199 gals.).
 JD2014
 JD2014.The modeled gravity was interpolated from observed gravity values.
 JD2014
 JD2014;                    North         East    Units  Estimated Accuracy
 JD2014;SPC MO W     -   301,700.      902,540.      MT  (+/- 180 meters Scaled)
 JD2014
 JD2014                          SUPERSEDED SURVEY CONTROL
 JD2014
 JD2014  NGVD 29 (??/??/92)  263.254  (m)          863.69   (f) ADJ UNCH    2 0
 JD2014
 JD2014.Superseded values are not recommended for survey control.
 JD2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2014.See file dsdata.txt to determine how the superseded data were derived.
 JD2014
 JD2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD224042(NAD 83)
 JD2014_MARKER: DB = BENCH MARK DISK
 JD2014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2014_SP_SET: CULVERT
 JD2014_STAMPING: K 295 1963
 JD2014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2014
 JD2014  HISTORY     - Date     Condition        Report By
 JD2014  HISTORY     - 1963     MONUMENTED       CGS
 JD2014
 JD2014                          STATION DESCRIPTION
 JD2014
 JD2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2014'13 MI SE FROM ODESSA.
 JD2014'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2014'AT ODESSA, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 40 AND
 JD2014'INTERSTATE HIGHWAY 70, THENCE 8.9 MILES SOUTH ALONG COUNTY ROAD
 JD2014'M, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL
 JD2014'OF A 4 X 6 FOOT CONCRETE CULVERT, 15 FEET WEST OF THE CENTERLINE
 JD2014'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1810 ***********************************************************************
 JD1810  DESIGNATION -  K 296
 JD1810  PID         -  JD1810
 JD1810  STATE/COUNTY-  MO/JOHNSON
 JD1810  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD1810
 JD1810                         *CURRENT SURVEY CONTROL
 JD1810  ___________________________________________________________________
 JD1810* NAD 83(1986)-  38 45 38.     (N)    093 46 07.     (W)     SCALED    
 JD1810* NAVD 88     -       217.061  (meters)     712.14   (feet)  ADJUSTED  
 JD1810  ___________________________________________________________________
 JD1810  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1810  DYNAMIC HT  -         216.913 (meters)     711.66  (feet)  COMP
 JD1810  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 JD1810
 JD1810  VERT ORDER  -  FIRST     CLASS II
 JD1810
 JD1810.The horizontal coordinates were scaled from a topographic map and have
 JD1810.an estimated accuracy of +/- 6 seconds.
 JD1810
 JD1810.The orthometric height was determined by differential leveling
 JD1810.and adjusted by the National Geodetic Survey in June 1991..
 JD1810
 JD1810.The geoid height was determined by GEOID03.
 JD1810
 JD1810.The dynamic height is computed by dividing the NAVD 88
 JD1810.geopotential number by the normal gravity value computed on the
 JD1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1810.degrees latitude (g = 980.6199 gals.).
 JD1810
 JD1810.The modeled gravity was interpolated from observed gravity values.
 JD1810
 JD1810;                    North         East    Units  Estimated Accuracy
 JD1810;SPC MO W     -   288,120.      913,570.      MT  (+/- 180 meters Scaled)
 JD1810
 JD1810                          SUPERSEDED SURVEY CONTROL
 JD1810
 JD1810  NGVD 29 (??/??/92)  216.964  (m)          711.82   (f) ADJ UNCH    1 2
 JD1810
 JD1810.Superseded values are not recommended for survey control.
 JD1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1810.See file dsdata.txt to determine how the superseded data were derived.
 JD1810
 JD1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC332904(NAD 83)
 JD1810_MARKER: DB = BENCH MARK DISK
 JD1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1810_STAMPING: K 296 1963
 JD1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1810+STABILITY: SURFACE MOTION
 JD1810
 JD1810  HISTORY     - Date     Condition        Report By
 JD1810  HISTORY     - 1963     MONUMENTED       CGS
 JD1810
 JD1810                          STATION DESCRIPTION
 JD1810
 JD1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1810'1.6 MI NW FROM WARRENSBURG.
 JD1810'ABOUT 0.9 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1810'STATION AT WARRENSBURG, THENCE 0.15 MILE NORTH ALONG WEST
 JD1810'DISPOSAL PLANT STREET, THENCE 0.6 MILE WEST ALONG WEST PINE
 JD1810'STREET, 120 FEET EAST OF THE SOUTH END OF A BRIDGE OVER EAST
 JD1810'FORK POST OAK CREEK, 17.5 FEET SOUTH OF THE CENTERLINE OF THE
 JD1810'STREET, 3.5 FEET WEST OF A TELEPHONE POLE BRACED BY A GUY WIRE,
 JD1810'1.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JD1810'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0660 ***********************************************************************
 JD0660  DESIGNATION -  K 297
 JD0660  PID         -  JD0660
 JD0660  STATE/COUNTY-  MO/PETTIS
 JD0660  USGS QUAD   -  SEDALIA EAST (1973)
 JD0660
 JD0660                         *CURRENT SURVEY CONTROL
 JD0660  ___________________________________________________________________
 JD0660* NAD 83(1986)-  38 42 03.     (N)    093 11 06.     (W)     SCALED    
 JD0660* NAVD 88     -       278.413  (meters)     913.43   (feet)  ADJUSTED  
 JD0660  ___________________________________________________________________
 JD0660  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0660  DYNAMIC HT  -         278.224 (meters)     912.81  (feet)  COMP
 JD0660  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 JD0660
 JD0660  VERT ORDER  -  FIRST     CLASS II
 JD0660
 JD0660.This mark is at Sedalia Mem Airport (DMO)
 JD0660
 JD0660.The horizontal coordinates were scaled from a topographic map and have
 JD0660.an estimated accuracy of +/- 6 seconds.
 JD0660
 JD0660.The orthometric height was determined by differential leveling
 JD0660.and adjusted by the National Geodetic Survey in June 1991..
 JD0660
 JD0660.The geoid height was determined by GEOID03.
 JD0660
 JD0660.The dynamic height is computed by dividing the NAVD 88
 JD0660.geopotential number by the normal gravity value computed on the
 JD0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0660.degrees latitude (g = 980.6199 gals.).
 JD0660
 JD0660.The modeled gravity was interpolated from observed gravity values.
 JD0660
 JD0660;                    North         East    Units  Estimated Accuracy
 JD0660;SPC MO C     -   318,440.      440,420.      MT  (+/- 180 meters Scaled)
 JD0660
 JD0660                          SUPERSEDED SURVEY CONTROL
 JD0660
 JD0660  NGVD 29 (??/??/92)  278.317  (m)          913.11   (f) ADJ UNCH    1 2
 JD0660
 JD0660.Superseded values are not recommended for survey control.
 JD0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0660.See file dsdata.txt to determine how the superseded data were derived.
 JD0660
 JD0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC839835(NAD 83)
 JD0660_MARKER: DB = BENCH MARK DISK
 JD0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0660_SP_SET: CONCRETE BASE
 JD0660_STAMPING: K 297 1963
 JD0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0660
 JD0660  HISTORY     - Date     Condition        Report By
 JD0660  HISTORY     - 1963     MONUMENTED       CGS
 JD0660
 JD0660                          STATION DESCRIPTION
 JD0660
 JD0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0660'2.6 MI E FROM SEDALIA.
 JD0660'ABOUT 2.45 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0660'THE STATION AT SEDALIA, THENCE 0.15 MILE NORTHEAST ALONG A
 JD0660'TAXI STRIP AT THE SEDALIA MEMORIAL AIRPORT, SET IN THE TOP OF
 JD0660'THE SOUTHWEST CORNER OF A CONCRETE BASE SUPPORTING A FLAG POLE,
 JD0660'37.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE OFFICE
 JD0660'BUILDING, 0.3 FOOT SOUTHWEST OF THE FLAG POLE, 2.0 FEET ABOVE
 JD0660'THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2804 ***********************************************************************
 JD2804  DESIGNATION -  K 297 RESET
 JD2804  PID         -  JD2804
 JD2804  STATE/COUNTY-  MO/PETTIS
 JD2804  USGS QUAD   -  SEDALIA EAST (1973)
 JD2804
 JD2804                         *CURRENT SURVEY CONTROL
 JD2804  ___________________________________________________________________
 JD2804* NAD 83(1997)-  38 42 04.19995(N)    093 11 07.06245(W)     ADJUSTED  
 JD2804* NAVD 88     -       277.3    (meters)     910.     (feet)  GPS OBS   
 JD2804  ___________________________________________________________________
 JD2804  X           -    -276,955.462 (meters)                     COMP
 JD2804  Y           -  -4,976,627.621 (meters)                     COMP
 JD2804  Z           -   3,966,634.354 (meters)                     COMP
 JD2804  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 JD2804  ELLIP HEIGHT-         244.56  (meters)          (10/07/99) GPS OBS
 JD2804  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD2804
 JD2804  HORZ ORDER  -  THIRD
 JD2804  VERT ORDER  -  THIRD (See Below)
 JD2804  ELLP ORDER  -  FOURTH    CLASS II
 JD2804
 JD2804.This mark is at Sedalia Mem Airport (DMO)
 JD2804
 JD2804.The horizontal coordinates were established by GPS observations
 JD2804.and adjusted by the National Geodetic Survey in October 1999..
 JD2804
 JD2804.The orthometric height was determined by GPS observations and a
 JD2804.high-resolution geoid model.
 JD2804.The vertical order pertains to the NGVD 29 superseded value.
 JD2804
 JD2804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2804
 JD2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2804
 JD2804.The ellipsoidal height was determined by GPS observations
 JD2804.and is referenced to NAD 83.
 JD2804
 JD2804.The geoid height was determined by GEOID03.
 JD2804
 JD2804;                    North         East     Units Scale Factor Converg.
 JD2804;SPC MO C     -   318,481.631   440,390.108   MT  0.99997707   -0 25 42.6
 JD2804;UTM  15      - 4,283,631.867   483,887.691   MT  0.99960320   -0 06 57.1
 JD2804
 JD2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2804!SPC MO C     -   0.99996163  x   0.99997707  =   0.99993870
 JD2804!UTM  15      -   0.99996163  x   0.99960320  =   0.99956484
 JD2804
 JD2804                          SUPERSEDED SURVEY CONTROL
 JD2804
 JD2804  NGVD 29 (02/22/06)  277.16   (m)          909.3    (f) RESET       3  
 JD2804
 JD2804.Superseded values are not recommended for survey control.
 JD2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2804.See file dsdata.txt to determine how the superseded data were derived.
 JD2804
 JD2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8388883632(NAD 83)
 JD2804_MARKER: DD = SURVEY DISK
 JD2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2804_STAMPING: K 297 RESET 1983
 JD2804_MARK LOGO: NGS   
 JD2804_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2804+STABILITY: SURFACE MOTION
 JD2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2804+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 JD2804
 JD2804  HISTORY     - Date     Condition        Report By
 JD2804  HISTORY     - 1983     MONUMENTED       NGS
 JD2804  HISTORY     - 19961127 GOOD             NGS
 JD2804  HISTORY     - 19990722 GOOD             NGS
 JD2804  HISTORY     - 20050421 GOOD             INDIV
 JD2804
 JD2804                          STATION DESCRIPTION
 JD2804
 JD2804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JD2804'2.5 MI (4.0 KM) EAST ALONG EAST BROADWAY STREET AND U.S. HIGHWAY 50,
 JD2804'FROM THE INTERSECTION WITH SOUTH OHIO STREET, IN SEDALIA, THENCE 0.1
 JD2804'MI (0.2 KM) LEFT AND NORTH ALONG A PAVED ROAD TO THE MARK, AT THE
 JD2804'WEST END OF AN EAST/WEST RUNWAY AT THE SEDALIA MUNICIPAL AIRPORT, AT
 JD2804'AN AIRPORT PARKING AREA, 273.0 FT (83.2 M) SOUTHEAST OF THE CENTER OF
 JD2804'THE WEST END OF THE RUNWAY, 9.0 FT (2.7 M) EAST OF THE EAST EDGE OF A
 JD2804'TAXI RAMP, 5.2 FT (1.6 M) NORTHEAST OF THE NORTHEAST EDGE OF THE
 JD2804'PARKING AREA AS IT JOINS THE RAMP, ALUMINUM PIPE CAP IN CONCRETE
 JD2804'FLUSH WITH THE GROUND, LEVEL WITH TAXI RAMP.
 JD2804
 JD2804                          STATION RECOVERY (1996)
 JD2804
 JD2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 JD2804'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF SEDALIA, MO., AT
 JD2804'THE SEDALIA MEMORIAL AIRPORT (DMO) , IN THE GRASS, SOUTHEAST OF RUNWAY
 JD2804'END 5, NORTHEAST OF THE END TAXI/RAMP, NORTHWEST OF AN ABANDONED TIE
 JD2804'DOWN AREA, JUST NORTH OF THE NEW ANGLED ASPHALT CORNER/JUNCTION OF THE
 JD2804'TAXI AND THE TIE DOWN AREA.  OWNERSHIP--CITY OF SEDALIA, CITY HALL,
 JD2804'SEDALIA, MO.  65301.  AIRPORT MANAGER CHRIS COX, PHONE 816-826-4128.
 JD2804'MARK STEGNER, MAINTENANCE, KNOWS LOCATION OF ALL MARKS.  NOTE--CONTACT
 JD2804'AIRPORT MANAGER ON ARRIVAL.  NOTE--THIS STATION IS A SECONDARY AIRPORT
 JD2804'CONTROL STATION (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF
 JD2804'U.S.  HIGHWAYS 50 AND 65, LOCATED NEAR THE CENTER OF SEDALIA, GO EAST,
 JD2804'5.5 KM (3.40 MI) ALONG HIGHWAY 50 TO THE JUNCTION OF HARDING ROAD ON
 JD2804'THE LEFT.  TURN LEFT, NORTH, 1.3 KM (0.80 MI) ALONG THE ROAD TO A TEE
 JD2804'JUNCTION AT EAST BOONVILLE ROAD. TURN RIGHT, EAST, 1.1 KM (0.70 MI)
 JD2804'ALONG THE ROAD TO A GATE ON THE NORTH SIDE OF THE AIRPORT TERMINAL.
 JD2804'PASS THROUGH THE GATE, SOUTHERLY, 0.4 KM (0.25 MI) ACROSS A TIE DOWN
 JD2804'AREA AND ALONG THE MAIN TAXI TO RUNWAY END 23.  TURN RIGHT, SOUTHWEST,
 JD2804'1.097 KM (0.70 MI) ALONG THE RUNWAY TO RUNWAY END 5 AND THE END
 JD2804'TAXI/RAMP.  TURN LEFT, SOUTHEAST, 0.08 KM (0.05 MI) ALONG THE TAXI TO
 JD2804'THE ANGLED CORNER JUNCTION AND THE STATION ON THE LEFT, JUST NORTH OF
 JD2804'THE CORNER. STATION IS 2.9 M (9.5 FT) EAST-NORTHEAST OF THE END
 JD2804'TAXI/RAMPS NEW EAST-NORTHEAST EDGE, 2.8 M (9.2 FT) NORTHWEST OF THE
 JD2804'NORTH ANGLE EDGE OF THE NEW ASPHALT, AND THE MONUMENT IS ABOUT LEVEL
 JD2804'WITH THE NEW ASPHALT AND FLUSH WITH THE GROUND SURFACE.  BY R.G.
 JD2804'HAYES.
 JD2804
 JD2804                          STATION RECOVERY (1999)
 JD2804
 JD2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDH)
 JD2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 RECOVERED AS DESCRIBED
 JD2804'WITH THE FOLLOWING CHANGES, THIS MARK FAILS TO MEET THE STABLITY
 JD2804'REQUIREMENTS FOR A SACS (SECONDARY AIRPORT CONTROL STATION).  THIS
 JD2804'MARK IS NO LONGER A SACS (SECONDARY AIRPORT CONTROL STATION)
 JD2804
 JD2804                          STATION RECOVERY (2005)
 JD2804
 JD2804'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JWS)
 JD2804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0485 ***********************************************************************
 JD0485  DESIGNATION -  K 298
 JD0485  PID         -  JD0485
 JD0485  STATE/COUNTY-  MO/COOPER
 JD0485  USGS QUAD   -  PILOT GROVE SOUTH (1979)
 JD0485
 JD0485                         *CURRENT SURVEY CONTROL
 JD0485  ___________________________________________________________________
 JD0485* NAD 83(1986)-  38 51 28.     (N)    093 00 00.     (W)     SCALED    
 JD0485* NAVD 88     -       197.559  (meters)     648.16   (feet)  ADJUSTED  
 JD0485  ___________________________________________________________________
 JD0485  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0485  DYNAMIC HT  -         197.431 (meters)     647.74  (feet)  COMP
 JD0485  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 JD0485
 JD0485  VERT ORDER  -  SECOND    CLASS 0
 JD0485
 JD0485.The horizontal coordinates were scaled from a topographic map and have
 JD0485.an estimated accuracy of +/- 6 seconds.
 JD0485
 JD0485.The orthometric height was determined by differential leveling
 JD0485.and adjusted by the National Geodetic Survey in June 1991..
 JD0485
 JD0485.The geoid height was determined by GEOID03.
 JD0485
 JD0485.The dynamic height is computed by dividing the NAVD 88
 JD0485.geopotential number by the normal gravity value computed on the
 JD0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0485.degrees latitude (g = 980.6199 gals.).
 JD0485
 JD0485.The modeled gravity was interpolated from observed gravity values.
 JD0485
 JD0485;                    North         East    Units  Estimated Accuracy
 JD0485;SPC MO C     -   335,760.      456,600.      MT  (+/- 180 meters Scaled)
 JD0485
 JD0485                          SUPERSEDED SURVEY CONTROL
 JD0485
 JD0485  NGVD 29 (??/??/92)  197.478  (m)          647.89   (f) ADJ UNCH    2 0
 JD0485
 JD0485.Superseded values are not recommended for survey control.
 JD0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0485.See file dsdata.txt to determine how the superseded data were derived.
 JD0485
 JD0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD000009(NAD 83)
 JD0485_MARKER: DB = BENCH MARK DISK
 JD0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0485_SP_SET: CULVERT
 JD0485_STAMPING: K 298 1963
 JD0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0485
 JD0485  HISTORY     - Date     Condition        Report By
 JD0485  HISTORY     - 1963     MONUMENTED       CGS
 JD0485
 JD0485                          STATION DESCRIPTION
 JD0485
 JD0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0485'8.9 MI NE FROM CLIFTON CITY.
 JD0485'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0485'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0485'3.15 MILES NORTHEAST ALONG STATE HIGHWAY 135, THENCE 5.55 MILES
 JD0485'NORTH ALONG COUNTY ROAD N, AT THE BOTTOM OF A LONG HILL, NEAR A
 JD0485'FARMHOUSE, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 JD0485'HEAD WALL OF A 4 X 8 FOOT CONCRETE CULVERT UNDER THE ROAD, 17
 JD0485'FEET EAST OF THE CENTERLINE OF THE ROAD, 1.0 FOOT SOUTH OF THE
 JD0485'NORTH EDGE OF THE HEAD WALL, AND ABOUT 1 FOOT ABOVE THE LEVEL
 JD0485'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1252 ***********************************************************************
 JD1252  DESIGNATION -  K 299
 JD1252  PID         -  JD1252
 JD1252  STATE/COUNTY-  MO/JOHNSON
 JD1252  USGS QUAD   -  LA MONTE (1973)
 JD1252
 JD1252                         *CURRENT SURVEY CONTROL
 JD1252  ___________________________________________________________________
 JD1252* NAD 83(1986)-  38 49 19.     (N)    093 29 52.     (W)     SCALED    
 JD1252* NAVD 88     -       248.200  (meters)     814.30   (feet)  ADJUSTED  
 JD1252  ___________________________________________________________________
 JD1252  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1252  DYNAMIC HT  -         248.034 (meters)     813.76  (feet)  COMP
 JD1252  MODELED GRAV-     979,955.5   (mgal)                       NAVD 88
 JD1252
 JD1252  VERT ORDER  -  SECOND    CLASS 0
 JD1252
 JD1252.The horizontal coordinates were scaled from a topographic map and have
 JD1252.an estimated accuracy of +/- 6 seconds.
 JD1252
 JD1252.The orthometric height was determined by differential leveling
 JD1252.and adjusted by the National Geodetic Survey in June 1991..
 JD1252
 JD1252.The geoid height was determined by GEOID03.
 JD1252
 JD1252.The dynamic height is computed by dividing the NAVD 88
 JD1252.geopotential number by the normal gravity value computed on the
 JD1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1252.degrees latitude (g = 980.6199 gals.).
 JD1252
 JD1252.The modeled gravity was interpolated from observed gravity values.
 JD1252
 JD1252;                    North         East    Units  Estimated Accuracy
 JD1252;SPC MO W     -   295,160.      937,030.      MT  (+/- 180 meters Scaled)
 JD1252
 JD1252                          SUPERSEDED SURVEY CONTROL
 JD1252
 JD1252  NGVD 29 (??/??/92)  248.110  (m)          814.01   (f) ADJ UNCH    2 0
 JD1252
 JD1252.Superseded values are not recommended for survey control.
 JD1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1252.See file dsdata.txt to determine how the superseded data were derived.
 JD1252
 JD1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC567971(NAD 83)
 JD1252_MARKER: DB = BENCH MARK DISK
 JD1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1252_STAMPING: K 299 1963
 JD1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1252+STABILITY: SURFACE MOTION
 JD1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD1252+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 JD1252
 JD1252  HISTORY     - Date     Condition        Report By
 JD1252  HISTORY     - 1963     MONUMENTED       CGS
 JD1252  HISTORY     - 20060506 GOOD             GEOCAC
 JD1252
 JD1252                          STATION DESCRIPTION
 JD1252
 JD1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1252'6.7 MI NE FROM KNOB NOSTER.
 JD1252'ABOUT 3.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1252'STATION AT KNOB NOSTER, THENCE 3.6 MILES NORTH ALONG GRAVELED
 JD1252'COUNTY ROAD FF, 32 FEET WEST OF THE CENTERLINE OF THE ROAD, 56.0
 JD1252'FEET WEST ACROSS THE ROAD FROM A LARGE TREE, 19.5 FEET SOUTH
 JD1252'OF A T-JUNCTION OF FENCES, 5.0 FEET NORTH OF A TELEPHONE POLE,
 JD1252'4.0 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 1.5 FEET NORTH
 JD1252'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 JD1252'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JD1252
 JD1252                          STATION RECOVERY (2006)
 JD1252
 JD1252'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD1252'DELETE 5.0 FEET NORTH OF A TELEPHONE POLE AND 1.5 FEET NORTH OF A
 JD1252'METAL WITNESS POST FROM THE DESCRIPTION. ADD 4.0 FEET NORTH OF THE
 JD1252'SOUTH GATE POST TO THE DESCRIPTION.
 JD1252' 
 JD1252'HH2 N38 49 19.3 W93 29 52.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0041 ***********************************************************************
 HE0041  DESIGNATION -  K 3
 HE0041  PID         -  HE0041
 HE0041  STATE/COUNTY-  MO/VERNON
 HE0041  USGS QUAD   -  HORTON (1991)
 HE0041
 HE0041                         *CURRENT SURVEY CONTROL
 HE0041  ___________________________________________________________________
 HE0041* NAD 83(1986)-  37 58 28.     (N)    094 21 56.     (W)     SCALED    
 HE0041* NAVD 88     -       235.382  (meters)     772.25   (feet)  ADJUSTED  
 HE0041  ___________________________________________________________________
 HE0041  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HE0041  DYNAMIC HT  -         235.211 (meters)     771.69  (feet)  COMP
 HE0041  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 HE0041
 HE0041  VERT ORDER  -  FIRST     CLASS II
 HE0041
 HE0041.The horizontal coordinates were scaled from a topographic map and have
 HE0041.an estimated accuracy of +/- 6 seconds.
 HE0041
 HE0041.The orthometric height was determined by differential leveling
 HE0041.and adjusted by the National Geodetic Survey in June 1991..
 HE0041.WARNING-Repeat measurements at this control monument indicate possible
 HE0041.vertical movement.
 HE0041
 HE0041.The geoid height was determined by GEOID03.
 HE0041
 HE0041.The dynamic height is computed by dividing the NAVD 88
 HE0041.geopotential number by the normal gravity value computed on the
 HE0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0041.degrees latitude (g = 980.6199 gals.).
 HE0041
 HE0041.The modeled gravity was interpolated from observed gravity values.
 HE0041
 HE0041;                    North         East    Units  Estimated Accuracy
 HE0041;SPC MO W     -   200,620.      861,810.      MT  (+/- 180 meters Scaled)
 HE0041
 HE0041                          SUPERSEDED SURVEY CONTROL
 HE0041
 HE0041  NGVD 29 (??/??/92)  235.28   (m)          771.9    (f) COMPUTED    1 2
 HE0041
 HE0041.Superseded values are not recommended for survey control.
 HE0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0041.See file dsdata.txt to determine how the superseded data were derived.
 HE0041
 HE0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC800038(NAD 83)
 HE0041_MARKER: DB = BENCH MARK DISK
 HE0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0041_SP_SET: CONCRETE POST
 HE0041_STAMPING: K 3 1938
 HE0041_MARK LOGO: USGS  
 HE0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0041+STABILITY: SURFACE MOTION
 HE0041
 HE0041  HISTORY     - Date     Condition        Report By
 HE0041  HISTORY     - 1938     MONUMENTED       USGS
 HE0041  HISTORY     - 1963     GOOD             NGS
 HE0041
 HE0041                          STATION DESCRIPTION
 HE0041
 HE0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0041'AT HORTON.
 HE0041'AT HORTON, ON THE MISSOURI PACIFIC RAILROAD, IN SECTION 20,
 HE0041'T 37 N, R 31 W, 95 FEET EAST OF THE NORTHEAST CORNER OF THE
 HE0041'POST OFFICE, 37 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 39
 HE0041'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 71, 42 FEET SOUTH
 HE0041'OF A RAILROAD TELEPHONE BOOTH, 25 FEET SOUTH OF THE CENTER
 HE0041'LINE OF A ROAD LEADING EAST, 1.0 FOOT SOUTH OF A METAL WITNESS
 HE0041'POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 HE0041'POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0531 ***********************************************************************
 JE0531  DESIGNATION -  K 3 B 1
 JE0531  PID         -  JE0531
 JE0531  STATE/COUNTY-  MO/BATES
 JE0531  USGS QUAD   -  MAIN CITY (1961)
 JE0531
 JE0531                         *CURRENT SURVEY CONTROL
 JE0531  ___________________________________________________________________
 JE0531* NAD 83(1986)-  38 23 50.     (N)    094 22 54.     (W)     SCALED    
 JE0531* NAVD 88     -       262.788  (meters)     862.16   (feet)  ADJUSTED  
 JE0531  ___________________________________________________________________
 JE0531  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JE0531  DYNAMIC HT  -         262.601 (meters)     861.55  (feet)  COMP
 JE0531  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 JE0531
 JE0531  VERT ORDER  -  SECOND    CLASS 0
 JE0531
 JE0531.The horizontal coordinates were scaled from a topographic map and have
 JE0531.an estimated accuracy of +/- 6 seconds.
 JE0531
 JE0531.The orthometric height was determined by differential leveling
 JE0531.and adjusted by the National Geodetic Survey in June 1991..
 JE0531
 JE0531.The geoid height was determined by GEOID03.
 JE0531
 JE0531.The dynamic height is computed by dividing the NAVD 88
 JE0531.geopotential number by the normal gravity value computed on the
 JE0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0531.degrees latitude (g = 980.6199 gals.).
 JE0531
 JE0531.The modeled gravity was interpolated from observed gravity values.
 JE0531
 JE0531;                    North         East    Units  Estimated Accuracy
 JE0531;SPC MO W     -   247,550.      860,340.      MT  (+/- 180 meters Scaled)
 JE0531
 JE0531                          SUPERSEDED SURVEY CONTROL
 JE0531
 JE0531  NGVD 29 (??/??/92)  262.67   (m)          861.8    (f) COMPUTED    2 0
 JE0531
 JE0531.Superseded values are not recommended for survey control.
 JE0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0531.See file dsdata.txt to determine how the superseded data were derived.
 JE0531
 JE0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC793507(NAD 83)
 JE0531_MARKER: DZ = AZIMUTH MARK DISK
 JE0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0531+STABILITY: SURFACE MOTION
 JE0531
 JE0531  HISTORY     - Date     Condition        Report By
 JE0531  HISTORY     - UNK      MONUMENTED       USGS
 JE0531  HISTORY     - 1963     GOOD             NGS
 JE0531
 JE0531                          STATION DESCRIPTION
 JE0531
 JE0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0531'2 MI W FROM ADRIAN.
 JE0531'ABOUT 1.65 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0531'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 0.4 MILE NORTH ALONG
 JE0531'THE EAST SIDE OF A FIELD, AT THE SOUTH EDGE OF A TIMBERED AREA,
 JE0531'0.1 MILE WEST OF A FENCE, AND THE TOP SURFACE OVER THE CENTER
 JE0531'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF
 JE0531'AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0524 ***********************************************************************
 JE0524  DESIGNATION -  K 3 B 2
 JE0524  PID         -  JE0524
 JE0524  STATE/COUNTY-  MO/BATES
 JE0524  USGS QUAD   -  MAIN CITY (1961)
 JE0524
 JE0524                         *CURRENT SURVEY CONTROL
 JE0524  ___________________________________________________________________
 JE0524* NAD 83(1986)-  38 23 44.     (N)    094 22 35.     (W)     SCALED    
 JE0524* NAVD 88     -       268.334  (meters)     880.36   (feet)  ADJUSTED  
 JE0524  ___________________________________________________________________
 JE0524  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JE0524  DYNAMIC HT  -         268.143 (meters)     879.73  (feet)  COMP
 JE0524  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 JE0524
 JE0524  VERT ORDER  -  SECOND    CLASS 0
 JE0524
 JE0524.The horizontal coordinates were scaled from a topographic map and have
 JE0524.an estimated accuracy of +/- 6 seconds.
 JE0524
 JE0524.The orthometric height was determined by differential leveling
 JE0524.and adjusted by the National Geodetic Survey in June 1991..
 JE0524
 JE0524.The geoid height was determined by GEOID03.
 JE0524
 JE0524.The dynamic height is computed by dividing the NAVD 88
 JE0524.geopotential number by the normal gravity value computed on the
 JE0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0524.degrees latitude (g = 980.6199 gals.).
 JE0524
 JE0524.The modeled gravity was interpolated from observed gravity values.
 JE0524
 JE0524;                    North         East    Units  Estimated Accuracy
 JE0524;SPC MO W     -   247,360.      860,800.      MT  (+/- 180 meters Scaled)
 JE0524
 JE0524                          SUPERSEDED SURVEY CONTROL
 JE0524
 JE0524  NGVD 29 (??/??/92)  268.21   (m)          880.0    (f) COMPUTED    2 0
 JE0524
 JE0524.Superseded values are not recommended for survey control.
 JE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0524.See file dsdata.txt to determine how the superseded data were derived.
 JE0524
 JE0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC798506(NAD 83)
 JE0524_MARKER: DZ = AZIMUTH MARK DISK
 JE0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0524+STABILITY: SURFACE MOTION
 JE0524
 JE0524  HISTORY     - Date     Condition        Report By
 JE0524  HISTORY     - UNK      MONUMENTED       DOD
 JE0524  HISTORY     - 1963     GOOD             NGS
 JE0524
 JE0524                          STATION DESCRIPTION
 JE0524
 JE0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0524'1.6 MI W FROM ADRIAN.
 JE0524'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0524'PACIFIC RAILROAD STATION AT ADRIAN, THENCE 0.15 MILE NORTH ALONG
 JE0524'A FENCE LINE, 0.15 MILE NORTH OF AND ACROSS THE HIGHWAY FROM
 JE0524'THE ARCHER FARMHOUSE, 0.2 MILE WEST OF A LARGE TWO STORY FARMHOUSE
 JE0524'AND RED BARN, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 JE0524'METAL COVERED TRIDACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JE0524'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0529 ***********************************************************************
 JE0529  DESIGNATION -  K 3 Z
 JE0529  PID         -  JE0529
 JE0529  STATE/COUNTY-  MO/BATES
 JE0529  USGS QUAD   -  MAIN CITY (1961)
 JE0529
 JE0529                         *CURRENT SURVEY CONTROL
 JE0529  ___________________________________________________________________
 JE0529* NAD 83(1986)-  38 23 26.     (N)    094 22 47.     (W)     SCALED    
 JE0529* NAVD 88     -       268.920  (meters)     882.28   (feet)  ADJUSTED  
 JE0529  ___________________________________________________________________
 JE0529  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JE0529  DYNAMIC HT  -         268.729 (meters)     881.66  (feet)  COMP
 JE0529  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 JE0529
 JE0529  VERT ORDER  -  SECOND    CLASS 0
 JE0529
 JE0529.The horizontal coordinates were scaled from a topographic map and have
 JE0529.an estimated accuracy of +/- 6 seconds.
 JE0529
 JE0529.The orthometric height was determined by differential leveling
 JE0529.and adjusted by the National Geodetic Survey in June 1991..
 JE0529
 JE0529.The geoid height was determined by GEOID03.
 JE0529
 JE0529.The dynamic height is computed by dividing the NAVD 88
 JE0529.geopotential number by the normal gravity value computed on the
 JE0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0529.degrees latitude (g = 980.6199 gals.).
 JE0529
 JE0529.The modeled gravity was interpolated from observed gravity values.
 JE0529
 JE0529;                    North         East    Units  Estimated Accuracy
 JE0529;SPC MO W     -   246,810.      860,510.      MT  (+/- 180 meters Scaled)
 JE0529
 JE0529                          SUPERSEDED SURVEY CONTROL
 JE0529
 JE0529  NGVD 29 (??/??/92)  268.80   (m)          881.9    (f) COMPUTED    2 0
 JE0529
 JE0529.Superseded values are not recommended for survey control.
 JE0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0529.See file dsdata.txt to determine how the superseded data were derived.
 JE0529
 JE0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC795500(NAD 83)
 JE0529_MARKER: DS = TRIANGULATION STATION DISK
 JE0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0529_STAMPING: K 3 Z 1963
 JE0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0529+STABILITY: SURFACE MOTION
 JE0529
 JE0529  HISTORY     - Date     Condition        Report By
 JE0529  HISTORY     - 1963     MONUMENTED       CGS
 JE0529
 JE0529                          STATION DESCRIPTION
 JE0529
 JE0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0529'1.8 MI W FROM ADRIAN.
 JE0529'ABOUT 1.65 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0529'PACIFIC RAILROAD STATION AT ADRIAN, AT A ROAD INTERSECTION,
 JE0529'THENCE 0.2 MILE SOUTHEAST ACROSS COUNTRY, 0.25 MILE SOUTHWEST
 JE0529'OF THE ARCHER FARMHOUSE, 0.1 MILE EAST OF A ROW OF TREES, 134.2
 JE0529'FEET NORTHWEST OF R.M. 2, 151.1 FEET SOUTHWEST OF R.M. 1,
 JE0529'6.0 FEET NORTHWEST OF A METAL WITNESS POST, 3 1/2 FEET NORTH OF
 JE0529'A FENCE, AND SET IN THE TOP OF A CONCRETE POST 12 INCHES BELOW
 JE0529'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0527 ***********************************************************************
 JE0527  DESIGNATION -  K 3 Z RM 1
 JE0527  PID         -  JE0527
 JE0527  STATE/COUNTY-  MO/BATES
 JE0527  USGS QUAD   -  MAIN CITY (1961)
 JE0527
 JE0527                         *CURRENT SURVEY CONTROL
 JE0527  ___________________________________________________________________
 JE0527* NAD 83(1986)-  38 23 26.     (N)    094 22 47.     (W)     SCALED    
 JE0527* NAVD 88     -       269.311  (meters)     883.56   (feet)  ADJUSTED  
 JE0527  ___________________________________________________________________
 JE0527  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JE0527  DYNAMIC HT  -         269.119 (meters)     882.93  (feet)  COMP
 JE0527  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 JE0527
 JE0527  VERT ORDER  -  SECOND    CLASS 0
 JE0527
 JE0527.The horizontal coordinates were scaled from a topographic map and have
 JE0527.an estimated accuracy of +/- 6 seconds.
 JE0527
 JE0527.The orthometric height was determined by differential leveling
 JE0527.and adjusted by the National Geodetic Survey in June 1991..
 JE0527
 JE0527.The geoid height was determined by GEOID03.
 JE0527
 JE0527.The dynamic height is computed by dividing the NAVD 88
 JE0527.geopotential number by the normal gravity value computed on the
 JE0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0527.degrees latitude (g = 980.6199 gals.).
 JE0527
 JE0527.The modeled gravity was interpolated from observed gravity values.
 JE0527
 JE0527;                    North         East    Units  Estimated Accuracy
 JE0527;SPC MO W     -   246,810.      860,510.      MT  (+/- 180 meters Scaled)
 JE0527
 JE0527                          SUPERSEDED SURVEY CONTROL
 JE0527
 JE0527  NGVD 29 (??/??/92)  269.19   (m)          883.2    (f) COMPUTED    2 0
 JE0527
 JE0527.Superseded values are not recommended for survey control.
 JE0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0527.See file dsdata.txt to determine how the superseded data were derived.
 JE0527
 JE0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC795500(NAD 83)
 JE0527_MARKER: DR = REFERENCE MARK DISK
 JE0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0527_STAMPING: K 3 Z NO 1 1963
 JE0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0527+STABILITY: SURFACE MOTION
 JE0527
 JE0527  HISTORY     - Date     Condition        Report By
 JE0527  HISTORY     - 1963     MONUMENTED       CGS
 JE0527
 JE0527                          STATION DESCRIPTION
 JE0527
 JE0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0527'1.8 MI W FROM ADRIAN.
 JE0527'ABOUT 1.65 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0527'RAILROAD STATION AT ADRIAN, AT A ROAD INTERSECTION, THENCE
 JE0527'0.2 MILE SOUTHEAST ACROSS COUNTRY, 151.1 FEET NORTHEAST OF
 JE0527'K 3 Z 1963, 126 FEET NORTH OF K 3 Z R.M. 2, 1.0 FOOT WEST OF
 JE0527'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JE0527'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0526 ***********************************************************************
 JE0526  DESIGNATION -  K 3 Z RM 2
 JE0526  PID         -  JE0526
 JE0526  STATE/COUNTY-  MO/BATES
 JE0526  USGS QUAD   -  MAIN CITY (1961)
 JE0526
 JE0526                         *CURRENT SURVEY CONTROL
 JE0526  ___________________________________________________________________
 JE0526* NAD 83(1986)-  38 23 26.     (N)    094 22 47.     (W)     SCALED    
 JE0526* NAVD 88     -       269.613  (meters)     884.56   (feet)  ADJUSTED  
 JE0526  ___________________________________________________________________
 JE0526  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JE0526  DYNAMIC HT  -         269.420 (meters)     883.92  (feet)  COMP
 JE0526  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 JE0526
 JE0526  VERT ORDER  -  SECOND    CLASS 0
 JE0526
 JE0526.The horizontal coordinates were scaled from a topographic map and have
 JE0526.an estimated accuracy of +/- 6 seconds.
 JE0526
 JE0526.The orthometric height was determined by differential leveling
 JE0526.and adjusted by the National Geodetic Survey in June 1991..
 JE0526
 JE0526.The geoid height was determined by GEOID03.
 JE0526
 JE0526.The dynamic height is computed by dividing the NAVD 88
 JE0526.geopotential number by the normal gravity value computed on the
 JE0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0526.degrees latitude (g = 980.6199 gals.).
 JE0526
 JE0526.The modeled gravity was interpolated from observed gravity values.
 JE0526
 JE0526;                    North         East    Units  Estimated Accuracy
 JE0526;SPC MO W     -   246,810.      860,510.      MT  (+/- 180 meters Scaled)
 JE0526
 JE0526                          SUPERSEDED SURVEY CONTROL
 JE0526
 JE0526  NGVD 29 (??/??/92)  269.49   (m)          884.2    (f) COMPUTED    2 0
 JE0526
 JE0526.Superseded values are not recommended for survey control.
 JE0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0526.See file dsdata.txt to determine how the superseded data were derived.
 JE0526
 JE0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC795500(NAD 83)
 JE0526_MARKER: DR = REFERENCE MARK DISK
 JE0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0526_STAMPING: K 3 Z NO 2 1963
 JE0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0526+STABILITY: SURFACE MOTION
 JE0526
 JE0526  HISTORY     - Date     Condition        Report By
 JE0526  HISTORY     - 1963     MONUMENTED       CGS
 JE0526
 JE0526                          STATION DESCRIPTION
 JE0526
 JE0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0526'1.8 MI W FROM ADRIAN.
 JE0526'ABOUT 1.65 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0526'PACIFIC RAILROAD STATION AT ADRIAN, AT A ROAD INTERSECTION,
 JE0526'THENCE 0.2 MILE SOUTHEAST ACROSS COUNTRY, 134.2 FEET SOUTHEAST
 JE0526'OF K 3 Z 1963, 126 FEET SOUTH OF K 3 Z R.M. 1, 43 FEET SOUTH
 JE0526'OF A WIRE GATE IN AN EAST-WEST FENCE, 1.0 FOOT WEST OF A FENCE,
 JE0526'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0188 ***********************************************************************
 HE0188  DESIGNATION -  K 30
 HE0188  PID         -  HE0188
 HE0188  STATE/COUNTY-  MO/JASPER
 HE0188  USGS QUAD   -  CARTHAGE (1978)
 HE0188
 HE0188                         *CURRENT SURVEY CONTROL
 HE0188  ___________________________________________________________________
 HE0188* NAD 83(1986)-  37 12 46.     (N)    094 18 15.     (W)     SCALED    
 HE0188* NAVD 88     -       313.16   (+/-2cm)    1027.4    (feet)  VERTCON   
 HE0188  ___________________________________________________________________
 HE0188  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 HE0188
 HE0188  VERT ORDER  -  ? (See Below)
 HE0188
 HE0188.The horizontal coordinates were scaled from a topographic map and have
 HE0188.an estimated accuracy of +/- 6 seconds.
 HE0188
 HE0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0188.The vertical order pertains to the NGVD 29 superseded value.
 HE0188
 HE0188.The geoid height was determined by GEOID03.
 HE0188
 HE0188;                    North         East    Units  Estimated Accuracy
 HE0188;SPC MO W     -   116,100.      867,380.      MT  (+/- 180 meters Scaled)
 HE0188
 HE0188                          SUPERSEDED SURVEY CONTROL
 HE0188
 HE0188  NGVD 29 (??/??/92)  313.059  (m)         1027.09   (f) ADJ UNCH    ?  
 HE0188
 HE0188.Superseded values are not recommended for survey control.
 HE0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0188.See file dsdata.txt to determine how the superseded data were derived.
 HE0188
 HE0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB842192(NAD 83)
 HE0188_MARKER: DD = SURVEY DISK
 HE0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0188_STAMPING: K 30 1938
 HE0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0188+STABILITY: SURFACE MOTION
 HE0188
 HE0188  HISTORY     - Date     Condition        Report By
 HE0188  HISTORY     - 1938     MONUMENTED       USGS
 HE0188  HISTORY     - 1945     GOOD             NGS
 HE0188  HISTORY     - 1965     MARK NOT FOUND   NGS
 HE0188  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HE0188
 HE0188                          STATION DESCRIPTION
 HE0188
 HE0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HE0188'2 MI N FROM CARTHAGE.
 HE0188'2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0188'STATION AT CARTHAGE, JASPER COUNTY, AT THE SOUTHWEST CORNER OF
 HE0188'SECTION 22, T 29, R 31, W, 135 FEET WEST OF U.S. HIGHWAY 71,
 HE0188'AT A ROAD CROSSING, 43 FEET NORTH OF THE ROAD, AND 44 FEET WEST
 HE0188'OF THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HE0188'K 30 1938 AND SET IN THE TOP OF A CONCRETE POST.
 HE0188
 HE0188                          STATION RECOVERY (1965)
 HE0188
 HE0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HE0188'MARK NOT FOUND.
 HE0188
 HE0188                          STATION RECOVERY (1988)
 HE0188
 HE0188'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 HE0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0386 ***********************************************************************
 HD0386  DESIGNATION -  K 30
 HD0386  PID         -  HD0386
 HD0386  STATE/COUNTY-  MO/CAMDEN
 HD0386  USGS QUAD   -  DECATURVILLE (1975)
 HD0386
 HD0386                         *CURRENT SURVEY CONTROL
 HD0386  ___________________________________________________________________
 HD0386* NAD 83(1986)-  37 58 00.     (N)    092 41 44.     (W)     SCALED    
 HD0386* NAVD 88     -       315.596  (meters)    1035.42   (feet)  ADJUSTED  
 HD0386  ___________________________________________________________________
 HD0386  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HD0386  DYNAMIC HT  -         315.361 (meters)    1034.65  (feet)  COMP
 HD0386  MODELED GRAV-     979,877.5   (mgal)                       NAVD 88
 HD0386
 HD0386  VERT ORDER  -  SECOND    CLASS 0
 HD0386
 HD0386.The horizontal coordinates were scaled from a topographic map and have
 HD0386.an estimated accuracy of +/- 6 seconds.
 HD0386
 HD0386.The orthometric height was determined by differential leveling
 HD0386.and adjusted by the National Geodetic Survey in June 1991..
 HD0386
 HD0386.The geoid height was determined by GEOID03.
 HD0386
 HD0386.The dynamic height is computed by dividing the NAVD 88
 HD0386.geopotential number by the normal gravity value computed on the
 HD0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0386.degrees latitude (g = 980.6199 gals.).
 HD0386
 HD0386.The modeled gravity was interpolated from observed gravity values.
 HD0386
 HD0386;                    North         East    Units  Estimated Accuracy
 HD0386;SPC MO C     -   236,750.      482,820.      MT  (+/- 180 meters Scaled)
 HD0386
 HD0386                          SUPERSEDED SURVEY CONTROL
 HD0386
 HD0386  NGVD 29 (??/??/92)  315.495  (m)         1035.09   (f) ADJ UNCH    2 0
 HD0386
 HD0386.Superseded values are not recommended for survey control.
 HD0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0386.See file dsdata.txt to determine how the superseded data were derived.
 HD0386
 HD0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC267021(NAD 83)
 HD0386_MARKER: DB = BENCH MARK DISK
 HD0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0386_STAMPING: K 30 1934
 HD0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0386+STABILITY: SURFACE MOTION
 HD0386
 HD0386  HISTORY     - Date     Condition        Report By
 HD0386  HISTORY     - 1934     MONUMENTED       CGS
 HD0386  HISTORY     - 20010628 POOR             MODNR
 HD0386
 HD0386                          STATION DESCRIPTION
 HD0386
 HD0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0386'4.6 MI S FROM CAMDENTON.
 HD0386'4.6 MILES SOUTH ALONG STATE HIGHWAY 5 FROM CAMDENTON, AT A
 HD0386'ROAD JUNCTION, 43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 HD0386'AND 33 FEET NORTH OF THE CENTERLINE OF THE PRIVATE ROAD.
 HD0386'A STANDARD DISK, STAMPED K 30 1934 AND SET IN THE TOP OF A
 HD0386'CONCRETE POST.
 HD0386
 HD0386                          STATION RECOVERY (2001)
 HD0386
 HD0386'RECOVERY NOTE BY MO DEPT OF NAT RES 2001 (SEW)
 HD0386'RECOVERED 6 INCH SQUARE CONCRETE MONUMENT WITH WHITE METAL WITNESS
 HD0386'SIGN AS DESCRIBED.  THE MONUMENT APPEARS TO HAVE BEEN DISTURBED -- IT
 HD0386'IS LOOSE AND LEANING SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2333 ***********************************************************************
 JD2333  DESIGNATION -  K 300
 JD2333  PID         -  JD2333
 JD2333  STATE/COUNTY-  MO/LAFAYETTE
 JD2333  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2333
 JD2333                         *CURRENT SURVEY CONTROL
 JD2333  ___________________________________________________________________
 JD2333* NAD 83(1986)-  38 55 37.     (N)    093 56 49.     (W)     SCALED    
 JD2333* NAVD 88     -       274.006  (meters)     898.97   (feet)  ADJUSTED  
 JD2333  ___________________________________________________________________
 JD2333  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2333  DYNAMIC HT  -         273.825 (meters)     898.37  (feet)  COMP
 JD2333  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 JD2333
 JD2333  VERT ORDER  -  SECOND    CLASS 0
 JD2333
 JD2333.The horizontal coordinates were scaled from a topographic map and have
 JD2333.an estimated accuracy of +/- 6 seconds.
 JD2333
 JD2333.The orthometric height was determined by differential leveling
 JD2333.and adjusted by the National Geodetic Survey in June 1991..
 JD2333
 JD2333.The geoid height was determined by GEOID03.
 JD2333
 JD2333.The dynamic height is computed by dividing the NAVD 88
 JD2333.geopotential number by the normal gravity value computed on the
 JD2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2333.degrees latitude (g = 980.6199 gals.).
 JD2333
 JD2333.The modeled gravity was interpolated from observed gravity values.
 JD2333
 JD2333;                    North         East    Units  Estimated Accuracy
 JD2333;SPC MO W     -   306,490.      897,960.      MT  (+/- 180 meters Scaled)
 JD2333
 JD2333                          SUPERSEDED SURVEY CONTROL
 JD2333
 JD2333  NGVD 29 (??/??/92)  273.906  (m)          898.64   (f) ADJ UNCH    2 0
 JD2333
 JD2333.Superseded values are not recommended for survey control.
 JD2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2333.See file dsdata.txt to determine how the superseded data were derived.
 JD2333
 JD2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD179090(NAD 83)
 JD2333_MARKER: DB = BENCH MARK DISK
 JD2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2333_STAMPING: K 300 1963
 JD2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2333+STABILITY: SURFACE MOTION
 JD2333
 JD2333  HISTORY     - Date     Condition        Report By
 JD2333  HISTORY     - 1963     MONUMENTED       CGS
 JD2333
 JD2333                          STATION DESCRIPTION
 JD2333
 JD2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2333'8.8 MI S FROM ODESSA.
 JD2333'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2333'AT ODESSA, THENCE 1.3 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 JD2333'1.05 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.75 MILE WEST
 JD2333'ALONG A GRAVELED ROAD, THENCE 2.65 MILE SOUTH ALONG A GRAVELED
 JD2333'ROAD, THENCE 1.55 MILES EAST ALONG HIGHWAY HH, THENCE 0.5 MILE
 JD2333'EAST ALONG A GRAVELED ROAD, ACROSS THE ROAD FROM A PRIVATE
 JD2333'DRIVEWAY, 28 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 JD2333'7 FEET EAST OF A T-FENCE CORNER, 3 FEET NORTH OF A FENCE, 2.0
 JD2333'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JD2333'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0239 ***********************************************************************
 JE0239  DESIGNATION -  K 301
 JE0239  PID         -  JE0239
 JE0239  STATE/COUNTY-  MO/LAFAYETTE
 JE0239  USGS QUAD   -  CHAPEL HILL (1963)
 JE0239
 JE0239                         *CURRENT SURVEY CONTROL
 JE0239  ___________________________________________________________________
 JE0239* NAD 83(1986)-  38 55 18.     (N)    094 00 45.     (W)     SCALED    
 JE0239* NAVD 88     -       275.483  (meters)     903.81   (feet)  ADJUSTED  
 JE0239  ___________________________________________________________________
 JE0239  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JE0239  DYNAMIC HT  -         275.300 (meters)     903.21  (feet)  COMP
 JE0239  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 JE0239
 JE0239  VERT ORDER  -  SECOND    CLASS 0
 JE0239
 JE0239.The horizontal coordinates were scaled from a topographic map and have
 JE0239.an estimated accuracy of +/- 6 seconds.
 JE0239
 JE0239.The orthometric height was determined by differential leveling
 JE0239.and adjusted by the National Geodetic Survey in June 1991..
 JE0239
 JE0239.The geoid height was determined by GEOID03.
 JE0239
 JE0239.The dynamic height is computed by dividing the NAVD 88
 JE0239.geopotential number by the normal gravity value computed on the
 JE0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0239.degrees latitude (g = 980.6199 gals.).
 JE0239
 JE0239.The modeled gravity was interpolated from observed gravity values.
 JE0239
 JE0239;                    North         East    Units  Estimated Accuracy
 JE0239;SPC MO W     -   305,870.      892,280.      MT  (+/- 180 meters Scaled)
 JE0239
 JE0239                          SUPERSEDED SURVEY CONTROL
 JE0239
 JE0239  NGVD 29 (??/??/92)  275.382  (m)          903.48   (f) ADJ UNCH    2 0
 JE0239
 JE0239.Superseded values are not recommended for survey control.
 JE0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0239.See file dsdata.txt to determine how the superseded data were derived.
 JE0239
 JE0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD122085(NAD 83)
 JE0239_MARKER: DB = BENCH MARK DISK
 JE0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0239_STAMPING: K 301 1963
 JE0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0239+STABILITY: SURFACE MOTION
 JE0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0239+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 JE0239
 JE0239  HISTORY     - Date     Condition        Report By
 JE0239  HISTORY     - 1963     MONUMENTED       CGS
 JE0239  HISTORY     - 20060904 GOOD             GEOCAC
 JE0239
 JE0239                          STATION DESCRIPTION
 JE0239
 JE0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0239'7.4 MI NW FROM PITTSVILLE.
 JE0239'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 131 FROM THE INTERSECTION
 JE0239'OF U.S. HIGHWAY 50 AT PITTSVILLE, THENCE 1.9 MILES WEST ALONG
 JE0239'A GRADED COUNTY ROAD, THENCE 2.7 MILES NORTH ALONG A GRAVELED
 JE0239'COUNTY ROAD, THENCE 0.4 MILE EAST ALONG A GRADED COUNTY ROAD,
 JE0239'THENCE 0.8 MILE NORTH ALONG A GRADED COUNTY ROAD, 37 FEET
 JE0239'NORTHEAST OF THE T-JUNCTION OF COUNTY ROAD HH, 33 FEET NORTH OF
 JE0239'THE CENTERLINE OF COUNTY ROAD HH, 13 FEET EAST OF THE EXTENDED
 JE0239'CENTERLINE OF THE ROAD LEADING SOUTH, 2.0 FEET SOUTH OF A CORNER
 JE0239'FENCE POST, 1.1 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET
 JE0239'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JE0239'POST PROJECTING 0.5 FOOT.
 JE0239
 JE0239                          STATION RECOVERY (2006)
 JE0239
 JE0239'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE0239'THE T-JUNCTION IS THE INTERSECTION OF MO HWY HH AND SHIPPY ROAD. ADD 1
 JE0239'FOOT WEST OF A CARSONITE WITNESS POST TO THE DESCRIPTION.
 JE0239' 
 JE0239'HH2 N38 55 18.5 W94 00 44.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0221 ***********************************************************************
 JE0221  DESIGNATION -  K 302
 JE0221  PID         -  JE0221
 JE0221  STATE/COUNTY-  MO/CASS
 JE0221  USGS QUAD   -  GARDEN CITY (1954)
 JE0221
 JE0221                         *CURRENT SURVEY CONTROL
 JE0221  ___________________________________________________________________
 JE0221* NAD 83(1986)-  38 35 00.     (N)    094 07 58.     (W)     SCALED    
 JE0221* NAVD 88     -       278.769  (meters)     914.59   (feet)  ADJUSTED  
 JE0221  ___________________________________________________________________
 JE0221  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JE0221  DYNAMIC HT  -         278.578 (meters)     913.97  (feet)  COMP
 JE0221  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 JE0221
 JE0221  VERT ORDER  -  SECOND    CLASS 0
 JE0221
 JE0221.The horizontal coordinates were scaled from a topographic map and have
 JE0221.an estimated accuracy of +/- 6 seconds.
 JE0221
 JE0221.The orthometric height was determined by differential leveling
 JE0221.and adjusted by the National Geodetic Survey in June 1991..
 JE0221
 JE0221.The geoid height was determined by GEOID03.
 JE0221
 JE0221.The dynamic height is computed by dividing the NAVD 88
 JE0221.geopotential number by the normal gravity value computed on the
 JE0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0221.degrees latitude (g = 980.6199 gals.).
 JE0221
 JE0221.The modeled gravity was interpolated from observed gravity values.
 JE0221
 JE0221;                    North         East    Units  Estimated Accuracy
 JE0221;SPC MO W     -   268,260.      882,000.      MT  (+/- 180 meters Scaled)
 JE0221
 JE0221                          SUPERSEDED SURVEY CONTROL
 JE0221
 JE0221  NGVD 29 (??/??/92)  278.647  (m)          914.19   (f) ADJ UNCH    2 0
 JE0221
 JE0221.Superseded values are not recommended for survey control.
 JE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0221.See file dsdata.txt to determine how the superseded data were derived.
 JE0221
 JE0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC013711(NAD 83)
 JE0221_MARKER: DB = BENCH MARK DISK
 JE0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0221_STAMPING: K 302 1963
 JE0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0221+STABILITY: SURFACE MOTION
 JE0221
 JE0221  HISTORY     - Date     Condition        Report By
 JE0221  HISTORY     - 1963     MONUMENTED       CGS
 JE0221  HISTORY     - 1981     POOR             NGS
 JE0221  HISTORY     - 20060505 POOR             INDIV
 JE0221
 JE0221                          STATION DESCRIPTION
 JE0221
 JE0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0221'6.9 MI NE FROM GARDEN CITY.
 JE0221'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 JE0221'AT GARDEN CITY, THENCE 3.1 MILES EAST ALONG PAVED STATE ROAD NN,
 JE0221'THENCE 2.3 MILES NORTHEAST ALONG A GRAVELED COUNTY ROAD, THENCE
 JE0221'0.8 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.8 MILE
 JE0221'WEST ALONG A GRAVELED COUNTY ROAD, IN S 28, R 29 W, T 44 N,
 JE0221'62 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A NORTH-SOUTH
 JE0221'ROAD, 112 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED
 JE0221'SCHOOLHOUSE, 53 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 JE0221'ROAD, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING EAST,
 JE0221'20.3 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET WEST OF A
 JE0221'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE NORTH-SOUTH
 JE0221'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 JE0221
 JE0221                          STATION RECOVERY (1981)
 JE0221
 JE0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0221'IT HAS BEEN HIT BY SOMETHING, THE SOUTHERN PART HAS BEEN BROKEN AWAY
 JE0221'AND THE DISK IS NOW MUTILATED. THIS MARK SHOULD BE USED WITH CAUTION.
 JE0221
 JE0221                          STATION RECOVERY (2006)
 JE0221
 JE0221'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0221'IN ADDITION TO THE DISC BEING DAMAGED ALONG THE SOUTH EDGE, THERE IS A
 JE0221'LARGE TREE GROWING AGAINST AND AROUND THE SOUTH EDGE OF THE CONCRETE
 JE0221'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0261 ***********************************************************************
 JE0261  DESIGNATION -  K 303
 JE0261  PID         -  JE0261
 JE0261  STATE/COUNTY-  MO/HENRY
 JE0261  USGS QUAD   -  QUICK CITY (1954)
 JE0261
 JE0261                         *CURRENT SURVEY CONTROL
 JE0261  ___________________________________________________________________
 JE0261* NAD 83(1986)-  38 33 07.     (N)    094 00 31.     (W)     SCALED    
 JE0261* NAVD 88     -       258.434  (meters)     847.88   (feet)  ADJUSTED  
 JE0261  ___________________________________________________________________
 JE0261  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JE0261  DYNAMIC HT  -         258.256 (meters)     847.29  (feet)  COMP
 JE0261  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 JE0261
 JE0261  VERT ORDER  -  SECOND    CLASS 0
 JE0261
 JE0261.The horizontal coordinates were scaled from a topographic map and have
 JE0261.an estimated accuracy of +/- 6 seconds.
 JE0261
 JE0261.The orthometric height was determined by differential leveling
 JE0261.and adjusted by the National Geodetic Survey in June 1991..
 JE0261
 JE0261.The geoid height was determined by GEOID03.
 JE0261
 JE0261.The dynamic height is computed by dividing the NAVD 88
 JE0261.geopotential number by the normal gravity value computed on the
 JE0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0261.degrees latitude (g = 980.6199 gals.).
 JE0261
 JE0261.The modeled gravity was interpolated from observed gravity values.
 JE0261
 JE0261;                    North         East    Units  Estimated Accuracy
 JE0261;SPC MO W     -   264,830.      892,830.      MT  (+/- 180 meters Scaled)
 JE0261
 JE0261                          SUPERSEDED SURVEY CONTROL
 JE0261
 JE0261  NGVD 29 (??/??/92)  258.314  (m)          847.49   (f) ADJ UNCH    2 0
 JE0261
 JE0261.Superseded values are not recommended for survey control.
 JE0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0261.See file dsdata.txt to determine how the superseded data were derived.
 JE0261
 JE0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC121675(NAD 83)
 JE0261_MARKER: DB = BENCH MARK DISK
 JE0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0261_STAMPING: K 303 1963
 JE0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0261+STABILITY: SURFACE MOTION
 JE0261
 JE0261  HISTORY     - Date     Condition        Report By
 JE0261  HISTORY     - 1963     MONUMENTED       CGS
 JE0261
 JE0261                          STATION DESCRIPTION
 JE0261
 JE0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0261'6.6 MI N FROM URICH.
 JE0261'ABOUT 6.6 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JE0261'JUNCTION OF STATE HIGHWAY 7 AT URICH, IN S 34, R 28 W, T 44 N,
 JE0261'124 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF PAVED
 JE0261'STATE ROAD N, 115 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD,
 JE0261'34.5 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 35.5
 JE0261'FEET SOUTH OF THE SOUTH END OF A WOODEN GATE, 10.5 FEET NORTHWEST
 JE0261'OF A TELEPHONE POLE BRACED BY A GUY WIRE, 2.0 FEET SOUTH OF
 JE0261'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 JE0261'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0261'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2309 ***********************************************************************
 JD2309  DESIGNATION -  K 304
 JD2309  PID         -  JD2309
 JD2309  STATE/COUNTY-  MO/JOHNSON
 JD2309  USGS QUAD   -  CENTERVIEW (1954)
 JD2309
 JD2309                         *CURRENT SURVEY CONTROL
 JD2309  ___________________________________________________________________
 JD2309* NAD 83(1986)-  38 38 48.     (N)    093 51 15.     (W)     SCALED    
 JD2309* NAVD 88     -       244.300  (meters)     801.51   (feet)  ADJUSTED  
 JD2309  ___________________________________________________________________
 JD2309  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD2309  DYNAMIC HT  -         244.132 (meters)     800.96  (feet)  COMP
 JD2309  MODELED GRAV-     979,936.3   (mgal)                       NAVD 88
 JD2309
 JD2309  VERT ORDER  -  SECOND    CLASS 0
 JD2309
 JD2309.The horizontal coordinates were scaled from a topographic map and have
 JD2309.an estimated accuracy of +/- 6 seconds.
 JD2309
 JD2309.The orthometric height was determined by differential leveling
 JD2309.and adjusted by the National Geodetic Survey in June 1991..
 JD2309
 JD2309.The geoid height was determined by GEOID03.
 JD2309
 JD2309.The dynamic height is computed by dividing the NAVD 88
 JD2309.geopotential number by the normal gravity value computed on the
 JD2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2309.degrees latitude (g = 980.6199 gals.).
 JD2309
 JD2309.The modeled gravity was interpolated from observed gravity values.
 JD2309
 JD2309;                    North         East    Units  Estimated Accuracy
 JD2309;SPC MO W     -   275,430.      906,220.      MT  (+/- 180 meters Scaled)
 JD2309
 JD2309                          SUPERSEDED SURVEY CONTROL
 JD2309
 JD2309  NGVD 29 (??/??/92)  244.193  (m)          801.16   (f) ADJ UNCH    2 0
 JD2309
 JD2309.Superseded values are not recommended for survey control.
 JD2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2309.See file dsdata.txt to determine how the superseded data were derived.
 JD2309
 JD2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC256779(NAD 83)
 JD2309_MARKER: DB = BENCH MARK DISK
 JD2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2309_STAMPING: K 304 1963
 JD2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2309+STABILITY: SURFACE MOTION
 JD2309
 JD2309  HISTORY     - Date     Condition        Report By
 JD2309  HISTORY     - 1963     MONUMENTED       CGS
 JD2309  HISTORY     - 20060707 GOOD             INDIV
 JD2309
 JD2309                          STATION DESCRIPTION
 JD2309
 JD2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2309'4.3 MI NE FROM MAGNOLIA.
 JD2309'ABOUT 0.8 MILE NORTH ALONG PAVED STATE ROAD O FROM MILLERS STORE
 JD2309'AT MAGNOLIA, THENCE 3.5 MILES EAST ALONG A GRAVELED COUNTY ROAD,
 JD2309'IN S 36, R 27 W, T 45 N, 37 FEET NORTHWEST OF THE CENTER OF THE
 JD2309'T-JUNTION OF A ROAD LEADING SOUTH, 27 FEET WEST OF THE EXTENDED
 JD2309'CENTERLINE OF A ROAD LEADING SOUTH, 25 FEET NORTH OF THE CENTERLINE
 JD2309'OF AN EAST-WEST ROAD, 5.0 FEET EAST OF A POWER POLE BRACED BY TWO
 JD2309'GUY WIRES, 6.5 FEET SOUTH OF AN EAST-WEST FENCE, 1.5 FEET WEST
 JD2309'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JD2309'EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD2309'0.5 FOOT.  THIS MARK CAN ALSO BE REACHED BY GOING 2.0 MILES WEST
 JD2309'ALONG GRAVELED STATE ROAD JJ FROM THE JUNCTION OF STATE HIGHWAY 13
 JD2309'AT CORNELIA, THENCE 4.5 MILES WEST ALONG A GRAVELED COUNTY ROAD.
 JD2309
 JD2309                          STATION RECOVERY (2006)
 JD2309
 JD2309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2288 ***********************************************************************
 JD2288  DESIGNATION -  K 305
 JD2288  PID         -  JD2288
 JD2288  STATE/COUNTY-  MO/JOHNSON
 JD2288  USGS QUAD   -  CENTERVIEW (1954)
 JD2288
 JD2288                         *CURRENT SURVEY CONTROL
 JD2288  ___________________________________________________________________
 JD2288* NAD 83(1986)-  38 38 06.     (N)    093 49 24.     (W)     SCALED    
 JD2288* NAVD 88     -       237.396  (meters)     778.86   (feet)  ADJUSTED  
 JD2288  ___________________________________________________________________
 JD2288  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD2288  DYNAMIC HT  -         237.232 (meters)     778.32  (feet)  COMP
 JD2288  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 JD2288
 JD2288  VERT ORDER  -  SECOND    CLASS 0
 JD2288
 JD2288.The horizontal coordinates were scaled from a topographic map and have
 JD2288.an estimated accuracy of +/- 6 seconds.
 JD2288
 JD2288.The orthometric height was determined by differential leveling
 JD2288.and adjusted by the National Geodetic Survey in June 1991..
 JD2288
 JD2288.The geoid height was determined by GEOID03.
 JD2288
 JD2288.The dynamic height is computed by dividing the NAVD 88
 JD2288.geopotential number by the normal gravity value computed on the
 JD2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2288.degrees latitude (g = 980.6199 gals.).
 JD2288
 JD2288.The modeled gravity was interpolated from observed gravity values.
 JD2288
 JD2288;                    North         East    Units  Estimated Accuracy
 JD2288;SPC MO W     -   274,150.      908,910.      MT  (+/- 180 meters Scaled)
 JD2288
 JD2288                          SUPERSEDED SURVEY CONTROL
 JD2288
 JD2288  NGVD 29 (??/??/92)  237.288  (m)          778.50   (f) ADJ UNCH    2 0
 JD2288
 JD2288.Superseded values are not recommended for survey control.
 JD2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2288.See file dsdata.txt to determine how the superseded data were derived.
 JD2288
 JD2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC283765(NAD 83)
 JD2288_MARKER: DB = BENCH MARK DISK
 JD2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2288_STAMPING: K 305 1963
 JD2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2288+STABILITY: SURFACE MOTION
 JD2288
 JD2288  HISTORY     - Date     Condition        Report By
 JD2288  HISTORY     - 1963     MONUMENTED       CGS
 JD2288
 JD2288                          STATION DESCRIPTION
 JD2288
 JD2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2288'5.5 MI SW FROM CORNELIA.
 JD2288'ABOUT 2.0 MILES WEST ALONG GRAVELED STATE ROAD JJ FROM THE
 JD2288'JUNCTION OF STATE HIGHWAY 13 AT CORNELIA, THENCE 2.7 MILES
 JD2288'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.8 MILE SOUTH ALONG
 JD2288'A GRAVELED COUNTY ROAD, IN S 5, R 26 W, T 44 N, 55 FEET SOUTHEAST
 JD2288'OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 47
 JD2288'FEET EAST OF THE CENTERLINE OF THE ROAD, 27 FEET SOUTH OF THE
 JD2288'CENTERLINE OF THE EAST-WEST ROAD, 8 FEET SOUTHWEST OF A TELEPHONE
 JD2288'POLE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 JD2288'WITH THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE
 JD2288'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1648 ***********************************************************************
 JD1648  DESIGNATION -  K 306
 JD1648  PID         -  JD1648
 JD1648  STATE/COUNTY-  MO/HENRY
 JD1648  USGS QUAD   -  CLINTON NORTH (1981)
 JD1648
 JD1648                         *CURRENT SURVEY CONTROL
 JD1648  ___________________________________________________________________
 JD1648* NAD 83(1986)-  38 26 26.     (N)    093 47 45.     (W)     SCALED    
 JD1648* NAVD 88     -       234.498  (meters)     769.35   (feet)  ADJUSTED  
 JD1648  ___________________________________________________________________
 JD1648  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD1648  DYNAMIC HT  -         234.337 (meters)     768.82  (feet)  COMP
 JD1648  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 JD1648
 JD1648  VERT ORDER  -  SECOND    CLASS 0
 JD1648
 JD1648.The horizontal coordinates were scaled from a topographic map and have
 JD1648.an estimated accuracy of +/- 6 seconds.
 JD1648
 JD1648.The orthometric height was determined by differential leveling
 JD1648.and adjusted by the National Geodetic Survey in June 1991..
 JD1648
 JD1648.The geoid height was determined by GEOID03.
 JD1648
 JD1648.The dynamic height is computed by dividing the NAVD 88
 JD1648.geopotential number by the normal gravity value computed on the
 JD1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1648.degrees latitude (g = 980.6199 gals.).
 JD1648
 JD1648.The modeled gravity was interpolated from observed gravity values.
 JD1648
 JD1648;                    North         East    Units  Estimated Accuracy
 JD1648;SPC MO W     -   252,580.      911,470.      MT  (+/- 180 meters Scaled)
 JD1648
 JD1648                          SUPERSEDED SURVEY CONTROL
 JD1648
 JD1648  NGVD 29 (??/??/92)  234.382  (m)          768.97   (f) ADJ UNCH    2 0
 JD1648
 JD1648.Superseded values are not recommended for survey control.
 JD1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1648.See file dsdata.txt to determine how the superseded data were derived.
 JD1648
 JD1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC305549(NAD 83)
 JD1648_MARKER: DB = BENCH MARK DISK
 JD1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1648_STAMPING: K 306 1963
 JD1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1648+STABILITY: SURFACE MOTION
 JD1648
 JD1648  HISTORY     - Date     Condition        Report By
 JD1648  HISTORY     - 1963     MONUMENTED       CGS
 JD1648
 JD1648                          STATION DESCRIPTION
 JD1648
 JD1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1648'3.5 MI E FROM GARLAND.
 JD1648'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1648'BAPTIST CHURCH AT GARLAND, THENCE 3.3 MILES EAST ALONG A GRAVELED
 JD1648'COUNTY ROAD, IN S 9, T 26 W, T 42 N, 48 FEET NORTH OF THE
 JD1648'CENTERLINE OF THE ROAD, 8 FEET WEST OF THE CENTERLINE OF A
 JD1648'TRACK ROAD LEADING NORTH, 4 FEET SOUTHWEST OF THE WEST END OF A
 JD1648'WOODEN GATE, 2.0 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A
 JD1648'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JD1648'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2182 ***********************************************************************
 JD2182  DESIGNATION -  K 307
 JD2182  PID         -  JD2182
 JD2182  STATE/COUNTY-  MO/JOHNSON
 JD2182  USGS QUAD   -  LEETON (1981)
 JD2182
 JD2182                         *CURRENT SURVEY CONTROL
 JD2182  ___________________________________________________________________
 JD2182* NAD 83(1986)-  38 35 24.     (N)    093 43 41.     (W)     SCALED    
 JD2182* NAVD 88     -       293.462  (meters)     962.80   (feet)  ADJUSTED  
 JD2182  ___________________________________________________________________
 JD2182  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD2182  DYNAMIC HT  -         293.257 (meters)     962.13  (feet)  COMP
 JD2182  MODELED GRAV-     979,924.2   (mgal)                       NAVD 88
 JD2182
 JD2182  VERT ORDER  -  SECOND    CLASS 0
 JD2182
 JD2182.The horizontal coordinates were scaled from a topographic map and have
 JD2182.an estimated accuracy of +/- 6 seconds.
 JD2182
 JD2182.The orthometric height was determined by differential leveling
 JD2182.and adjusted by the National Geodetic Survey in June 1991..
 JD2182
 JD2182.The geoid height was determined by GEOID03.
 JD2182
 JD2182.The dynamic height is computed by dividing the NAVD 88
 JD2182.geopotential number by the normal gravity value computed on the
 JD2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2182.degrees latitude (g = 980.6199 gals.).
 JD2182
 JD2182.The modeled gravity was interpolated from observed gravity values.
 JD2182
 JD2182;                    North         East    Units  Estimated Accuracy
 JD2182;SPC MO W     -   269,220.      917,250.      MT  (+/- 180 meters Scaled)
 JD2182
 JD2182                          SUPERSEDED SURVEY CONTROL
 JD2182
 JD2182  NGVD 29 (??/??/92)  293.348  (m)          962.43   (f) ADJ UNCH    2 0
 JD2182
 JD2182.Superseded values are not recommended for survey control.
 JD2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2182.See file dsdata.txt to determine how the superseded data were derived.
 JD2182
 JD2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC365715(NAD 83)
 JD2182_MARKER: DB = BENCH MARK DISK
 JD2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2182_STAMPING: K 307 1963
 JD2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2182+STABILITY: SURFACE MOTION
 JD2182
 JD2182  HISTORY     - Date     Condition        Report By
 JD2182  HISTORY     - 1963     MONUMENTED       CGS
 JD2182
 JD2182                          STATION DESCRIPTION
 JD2182
 JD2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2182'1.9 MI W FROM LEETON.
 JD2182'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2182'AT LEETON, IN S 19, R 25 W, T 44 N, 0.05 MILE WEST OF A PRIVATE
 JD2182'DRIVEWAY, 28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.5
 JD2182'FEET NORTH OF A T-JUNCTION OF FENCES, 1.5 FEET EAST OF A METAL
 JD2182'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 JD2182'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1096 ***********************************************************************
 JD1096  DESIGNATION -  K 308
 JD1096  PID         -  JD1096
 JD1096  STATE/COUNTY-  MO/PETTIS
 JD1096  USGS QUAD   -  GREEN RIDGE NORTH (1973)
 JD1096
 JD1096                         *CURRENT SURVEY CONTROL
 JD1096  ___________________________________________________________________
 JD1096* NAD 83(1986)-  38 40 28.     (N)    093 22 39.     (W)     SCALED    
 JD1096* NAVD 88     -       275.254  (meters)     903.06   (feet)  ADJUSTED  
 JD1096  ___________________________________________________________________
 JD1096  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1096  DYNAMIC HT  -         275.065 (meters)     902.44  (feet)  COMP
 JD1096  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 JD1096
 JD1096  VERT ORDER  -  SECOND    CLASS 0
 JD1096
 JD1096.The horizontal coordinates were scaled from a topographic map and have
 JD1096.an estimated accuracy of +/- 6 seconds.
 JD1096
 JD1096.The orthometric height was determined by differential leveling
 JD1096.and adjusted by the National Geodetic Survey in June 1991..
 JD1096
 JD1096.The geoid height was determined by GEOID03.
 JD1096
 JD1096.The dynamic height is computed by dividing the NAVD 88
 JD1096.geopotential number by the normal gravity value computed on the
 JD1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1096.degrees latitude (g = 980.6199 gals.).
 JD1096
 JD1096.The modeled gravity was interpolated from observed gravity values.
 JD1096
 JD1096;                    North         East    Units  Estimated Accuracy
 JD1096;SPC MO C     -   315,660.      423,640.      MT  (+/- 180 meters Scaled)
 JD1096
 JD1096                          SUPERSEDED SURVEY CONTROL
 JD1096
 JD1096  NGVD 29 (??/??/92)  275.154  (m)          902.73   (f) ADJ UNCH    2 0
 JD1096
 JD1096.Superseded values are not recommended for survey control.
 JD1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1096.See file dsdata.txt to determine how the superseded data were derived.
 JD1096
 JD1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC671807(NAD 83)
 JD1096_MARKER: DB = BENCH MARK DISK
 JD1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1096_STAMPING: K 308 1963
 JD1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1096+STABILITY: SURFACE MOTION
 JD1096
 JD1096  HISTORY     - Date     Condition        Report By
 JD1096  HISTORY     - 1963     MONUMENTED       CGS
 JD1096
 JD1096                          STATION DESCRIPTION
 JD1096
 JD1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1096'3.1 MI NW FROM CAMP BRANCH.
 JD1096'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE CROSSING
 JD1096'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CAMP BRANCH, THENCE
 JD1096'1.0 MILE WEST ALONG A PAVED ROAD, IN S 17, R 22 W, T 45 N,
 JD1096'ABOUT 1.0 MILE WEST OF THE CAMP BRANCH BAPTIST CHURCH, AT THE
 JD1096'JUNCTION OF A NARROW GRAVELED ROAD LEADING NORTH, 71.5 FEET NORTH
 JD1096'OF THE CENTERLINE OF THE HIGHWAY, 47 FEET NORTH OF A FENCE
 JD1096'CORNER, 19 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET
 JD1096'WEST OF A FENCE, 2.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JD1096'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD1096'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2221 ***********************************************************************
 JD2221  DESIGNATION -  K 309
 JD2221  PID         -  JD2221
 JD2221  STATE/COUNTY-  MO/JOHNSON
 JD2221  USGS QUAD   -  BURTVILLE (1955)
 JD2221
 JD2221                         *CURRENT SURVEY CONTROL
 JD2221  ___________________________________________________________________
 JD2221* NAD 83(1986)-  38 41 33.     (N)    093 33 41.     (W)     SCALED    
 JD2221* NAVD 88     -       260.337  (meters)     854.12   (feet)  ADJUSTED  
 JD2221  ___________________________________________________________________
 JD2221  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD2221  DYNAMIC HT  -         260.158 (meters)     853.53  (feet)  COMP
 JD2221  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 JD2221
 JD2221  VERT ORDER  -  SECOND    CLASS 0
 JD2221
 JD2221.The horizontal coordinates were scaled from a topographic map and have
 JD2221.an estimated accuracy of +/- 6 seconds.
 JD2221
 JD2221.The orthometric height was determined by differential leveling
 JD2221.and adjusted by the National Geodetic Survey in June 1991..
 JD2221
 JD2221.The geoid height was determined by GEOID03.
 JD2221
 JD2221.The dynamic height is computed by dividing the NAVD 88
 JD2221.geopotential number by the normal gravity value computed on the
 JD2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2221.degrees latitude (g = 980.6199 gals.).
 JD2221
 JD2221.The modeled gravity was interpolated from observed gravity values.
 JD2221
 JD2221;                    North         East    Units  Estimated Accuracy
 JD2221;SPC MO W     -   280,730.      931,660.      MT  (+/- 180 meters Scaled)
 JD2221
 JD2221                          SUPERSEDED SURVEY CONTROL
 JD2221
 JD2221  NGVD 29 (??/??/92)  260.238  (m)          853.80   (f) ADJ UNCH    2 0
 JD2221
 JD2221.Superseded values are not recommended for survey control.
 JD2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2221.See file dsdata.txt to determine how the superseded data were derived.
 JD2221
 JD2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC511828(NAD 83)
 JD2221_MARKER: DB = BENCH MARK DISK
 JD2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2221_STAMPING: K 309 1963
 JD2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2221+STABILITY: SURFACE MOTION
 JD2221
 JD2221  HISTORY     - Date     Condition        Report By
 JD2221  HISTORY     - 1963     MONUMENTED       CGS
 JD2221
 JD2221                          STATION DESCRIPTION
 JD2221
 JD2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2221'7.8 MI S FROM KNOB NOSTER.
 JD2221'ABOUT 7.8 MILES SOUTH ALONG STATE ROAD D FROM THE POST OFFICE
 JD2221'AT KNOB NOSTER, IN S 15, R 24 W, T 45 N, ABOUT 0.8 MILE NORTH
 JD2221'OF THE JUNCTION OF STATE ROAD Y, ABOUT 0.8 MILE SOUTH OF THE
 JD2221'JUNCTION OF STATE ROAD AB LEADING NORTH, 59.5 FEET NORTHEAST
 JD2221'OF THE CENTER OF THE JUNCTION OF A PRIVATE GRAVELED ROAD LEADING
 JD2221'EAST, 51 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH,
 JD2221'32 FEET NORTH OF THE CENTERLINE OF THE PRIVATE ROAD, 13 FEET
 JD2221'NORTH OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE, 1.8 FEET
 JD2221'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 JD2221'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD2221'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0036 ***********************************************************************
 JE0036  DESIGNATION -  K 31
 JE0036  PID         -  JE0036
 JE0036  STATE/COUNTY-  MO/CASS
 JE0036  USGS QUAD   -  HARRISONVILLE (1981)
 JE0036
 JE0036                         *CURRENT SURVEY CONTROL
 JE0036  ___________________________________________________________________
 JE0036* NAD 83(1986)-  38 41 27.     (N)    094 20 10.     (W)     SCALED    
 JE0036* NAVD 88     -       306.698  (meters)    1006.23   (feet)  ADJUSTED  
 JE0036  ___________________________________________________________________
 JE0036  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JE0036  DYNAMIC HT  -         306.489 (meters)    1005.54  (feet)  COMP
 JE0036  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 JE0036
 JE0036  VERT ORDER  -  SECOND    CLASS II
 JE0036
 JE0036.The horizontal coordinates were scaled from a topographic map and have
 JE0036.an estimated accuracy of +/- 6 seconds.
 JE0036
 JE0036.The orthometric height was determined by differential leveling
 JE0036.and adjusted by the National Geodetic Survey in June 1991..
 JE0036
 JE0036.The geoid height was determined by GEOID03.
 JE0036
 JE0036.The dynamic height is computed by dividing the NAVD 88
 JE0036.geopotential number by the normal gravity value computed on the
 JE0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0036.degrees latitude (g = 980.6199 gals.).
 JE0036
 JE0036.The modeled gravity was interpolated from observed gravity values.
 JE0036
 JE0036;                    North         East    Units  Estimated Accuracy
 JE0036;SPC MO W     -   280,140.      864,260.      MT  (+/- 180 meters Scaled)
 JE0036
 JE0036                          SUPERSEDED SURVEY CONTROL
 JE0036
 JE0036  NGVD 29 (??/??/92)  306.59   (m)         1005.9    (f) COMPUTED    2 2
 JE0036
 JE0036.Superseded values are not recommended for survey control.
 JE0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0036.See file dsdata.txt to determine how the superseded data were derived.
 JE0036
 JE0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC838833(NAD 83)
 JE0036_MARKER: DB = BENCH MARK DISK
 JE0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0036_SP_SET: CONCRETE POST
 JE0036_STAMPING: K 31 1938
 JE0036_MARK LOGO: USGS  
 JE0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0036+STABILITY: SURFACE MOTION
 JE0036
 JE0036  HISTORY     - Date     Condition        Report By
 JE0036  HISTORY     - 1938     MONUMENTED       USGS
 JE0036  HISTORY     - 1947     GOOD             NGS
 JE0036  HISTORY     - 1963     MARK NOT FOUND   NGS
 JE0036
 JE0036                          STATION DESCRIPTION
 JE0036
 JE0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JE0036'2.2 MI N FROM HARRISONVILLE.
 JE0036'2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0036'STATION AT HARRISONVILLE, CASS COUNTY, AT THE SIDING AT HUBER,
 JE0036'AT A ROAD CROSSING, 48 FEET SOUTH OF THE ROAD, 47 FEET EAST
 JE0036'OF THE TRACK, AND 3 FEET WEST OF THE WIRE FENCE SURROUNDING THE
 JE0036'PHILIPS PUMPING STATION.  A UNITED STATES GEOLOGICAL SURVEY
 JE0036'STANDARD DISK, STAMPED K 31 1938 AND SET IN THE TOP OF A CONCRETE
 JE0036'POST.
 JE0036
 JE0036                          STATION RECOVERY (1963)
 JE0036
 JE0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2151 ***********************************************************************
 JD2151  DESIGNATION -  K 310
 JD2151  PID         -  JD2151
 JD2151  STATE/COUNTY-  MO/JOHNSON
 JD2151  USGS QUAD   -  CORNELIA (1955)
 JD2151
 JD2151                         *CURRENT SURVEY CONTROL
 JD2151  ___________________________________________________________________
 JD2151* NAD 83(1986)-  38 41 36.     (N)    093 42 04.     (W)     SCALED    
 JD2151* NAVD 88     -       254.100  (meters)     833.66   (feet)  ADJUSTED  
 JD2151  ___________________________________________________________________
 JD2151  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2151  DYNAMIC HT  -         253.925 (meters)     833.09  (feet)  COMP
 JD2151  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 JD2151
 JD2151  VERT ORDER  -  SECOND    CLASS 0
 JD2151
 JD2151.The horizontal coordinates were scaled from a topographic map and have
 JD2151.an estimated accuracy of +/- 6 seconds.
 JD2151
 JD2151.The orthometric height was determined by differential leveling
 JD2151.and adjusted by the National Geodetic Survey in June 1991..
 JD2151
 JD2151.The geoid height was determined by GEOID03.
 JD2151
 JD2151.The dynamic height is computed by dividing the NAVD 88
 JD2151.geopotential number by the normal gravity value computed on the
 JD2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2151.degrees latitude (g = 980.6199 gals.).
 JD2151
 JD2151.The modeled gravity was interpolated from observed gravity values.
 JD2151
 JD2151;                    North         East    Units  Estimated Accuracy
 JD2151;SPC MO W     -   280,710.      919,500.      MT  (+/- 180 meters Scaled)
 JD2151
 JD2151                          SUPERSEDED SURVEY CONTROL
 JD2151
 JD2151  NGVD 29 (??/??/92)  253.998  (m)          833.33   (f) ADJ UNCH    2 0
 JD2151
 JD2151.Superseded values are not recommended for survey control.
 JD2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2151.See file dsdata.txt to determine how the superseded data were derived.
 JD2151
 JD2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC390829(NAD 83)
 JD2151_MARKER: DB = BENCH MARK DISK
 JD2151_SETTING: 66 = SET IN ROCK OUTCROP
 JD2151_SP_SET: ROCK OUTCROP
 JD2151_STAMPING: K 310 1963
 JD2151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2151+STABILITY: POSITION/ELEVATION WELL
 JD2151
 JD2151  HISTORY     - Date     Condition        Report By
 JD2151  HISTORY     - 1963     MONUMENTED       CGS
 JD2151
 JD2151                          STATION DESCRIPTION
 JD2151
 JD2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2151'6.6 MI SE FROM WARRENSBURG.
 JD2151'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2151'AT WARRENSBURG, THENCE 2.3 MILES EAST ALONG STATE ROAD Y, IN
 JD2151'S 17, R 25 W, T 45 N, 135 FEET NORTHEAST OF THE CENTER OF A
 JD2151'GRAVELED ROAD INTERSECTION, SET IN THE TOP OF THE NORTH END OF A
 JD2151'ROCK OUTCROP 12 FEET LONG AND 2 FEET WIDE, 29.5 FEET NORTH OF THE
 JD2151'CENTERLINE OF THE ROAD, 4.5 FEET SOUTH OF A FENCE, 2.0 FEET
 JD2151'SOUTH OF THE NORTH END OF THE ROCK, AND ABOUT 1 FOOT ABOVE THE
 JD2151'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0209 ***********************************************************************
 JC0209  DESIGNATION -  K 311
 JC0209  PID         -  JC0209
 JC0209  STATE/COUNTY-  MO/ST LOUIS
 JC0209  USGS QUAD   -  WEBSTER GROVES (1993)
 JC0209
 JC0209                         *CURRENT SURVEY CONTROL
 JC0209  ___________________________________________________________________
 JC0209* NAD 83(1986)-  38 36 14.     (N)    090 19 24.     (W)     SCALED    
 JC0209* NAVD 88     -       145.724  (meters)     478.10   (feet)  ADJUSTED  
 JC0209  ___________________________________________________________________
 JC0209  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JC0209  DYNAMIC HT  -         145.630 (meters)     477.79  (feet)  COMP
 JC0209  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 JC0209
 JC0209  VERT ORDER  -  FIRST     CLASS I
 JC0209
 JC0209.The horizontal coordinates were scaled from a topographic map and have
 JC0209.an estimated accuracy of +/- 6 seconds.
 JC0209
 JC0209.The orthometric height was determined by differential leveling
 JC0209.and adjusted by the National Geodetic Survey in June 1991..
 JC0209
 JC0209.The geoid height was determined by GEOID03.
 JC0209
 JC0209.The dynamic height is computed by dividing the NAVD 88
 JC0209.geopotential number by the normal gravity value computed on the
 JC0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0209.degrees latitude (g = 980.6199 gals.).
 JC0209
 JC0209.The modeled gravity was interpolated from observed gravity values.
 JC0209
 JC0209;                    North         East    Units  Estimated Accuracy
 JC0209;SPC MO E     -   307,480.      265,390.      MT  (+/- 180 meters Scaled)
 JC0209
 JC0209                          SUPERSEDED SURVEY CONTROL
 JC0209
 JC0209  NGVD 29 (??/??/92)  145.829  (m)          478.44   (f) ADJ UNCH    1 1
 JC0209
 JC0209.Superseded values are not recommended for survey control.
 JC0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0209.See file dsdata.txt to determine how the superseded data were derived.
 JC0209
 JC0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC330762(NAD 83)
 JC0209_MARKER: DB = BENCH MARK DISK
 JC0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0209_SP_SET: LIGHT STRUCTURE
 JC0209_STAMPING: K 311 1969
 JC0209_MARK LOGO: CGS   
 JC0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0209+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1989
 JC0209
 JC0209  HISTORY     - Date     Condition        Report By
 JC0209  HISTORY     - 1969     MONUMENTED       CGS
 JC0209  HISTORY     - 19891212 GOOD             MODNR
 JC0209  HISTORY     - 19910401 GOOD             USPSQD
 JC0209  HISTORY     - 19940511 GOOD             USPSQD
 JC0209  HISTORY     - 19990122 GOOD             USPSQD
 JC0209
 JC0209                          STATION DESCRIPTION
 JC0209
 JC0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0209'AT MAPLEWOOD.
 JC0209'AT MAPLEWOOD, ALONG THE MISSOURI PACIFIC RAILROAD, NEAR MILEPOLE
 JC0209'7-32, SET ON THE TOP OF THE EAST END OF THE CONCRETE GUARD RAIL
 JC0209'BASE TO THE RAILROAD OVERPASS OVER BIG BEND BLVD, 7.9 FEET SOUTH
 JC0209'OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 0.4 FOOT EAST OF THE
 JC0209'EAST END OF THE GUARD RAIL AND 1.3 FEET NORTH OF THE SOUTH EDGE
 JC0209'OF THE BASE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 JC0209
 JC0209                          STATION RECOVERY (1989)
 JC0209
 JC0209'RECOVERY NOTE BY MO DEPT OF NAT RES 1989
 JC0209'RECOVERED AS DESCRIBED.
 JC0209
 JC0209                          STATION RECOVERY (1991)
 JC0209
 JC0209'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0209'RECOVERED IN GOOD CONDITION.
 JC0209
 JC0209                          STATION RECOVERY (1994)
 JC0209
 JC0209'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0209'RECOVERED IN GOOD CONDITION.
 JC0209
 JC0209                          STATION RECOVERY (1999)
 JC0209
 JC0209'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0040 ***********************************************************************
 JE0040  DESIGNATION -  K 32
 JE0040  PID         -  JE0040
 JE0040  STATE/COUNTY-  MO/CASS
 JE0040  USGS QUAD   -  HARRISONVILLE (1981)
 JE0040
 JE0040                         *CURRENT SURVEY CONTROL
 JE0040  ___________________________________________________________________
 JE0040* NAD 83(1986)-  38 43 50.     (N)    094 19 47.     (W)     SCALED    
 JE0040* NAVD 88     -       298.749  (meters)     980.15   (feet)  ADJUSTED  
 JE0040  ___________________________________________________________________
 JE0040  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JE0040  DYNAMIC HT  -         298.547 (meters)     979.48  (feet)  COMP
 JE0040  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 JE0040
 JE0040  VERT ORDER  -  FIRST     CLASS II
 JE0040
 JE0040.The horizontal coordinates were scaled from a topographic map and have
 JE0040.an estimated accuracy of +/- 6 seconds.
 JE0040
 JE0040.The orthometric height was determined by differential leveling
 JE0040.and adjusted by the National Geodetic Survey in June 1991..
 JE0040.WARNING-Repeat measurements at this control monument indicate possible
 JE0040.vertical movement.
 JE0040
 JE0040.The geoid height was determined by GEOID03.
 JE0040
 JE0040.The dynamic height is computed by dividing the NAVD 88
 JE0040.geopotential number by the normal gravity value computed on the
 JE0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0040.degrees latitude (g = 980.6199 gals.).
 JE0040
 JE0040.The modeled gravity was interpolated from observed gravity values.
 JE0040
 JE0040;                    North         East    Units  Estimated Accuracy
 JE0040;SPC MO W     -   284,550.      864,810.      MT  (+/- 180 meters Scaled)
 JE0040
 JE0040                          SUPERSEDED SURVEY CONTROL
 JE0040
 JE0040  NGVD 29 (??/??/92)  298.636  (m)          979.77   (f) ADJ UNCH    1 2
 JE0040
 JE0040.Superseded values are not recommended for survey control.
 JE0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0040.See file dsdata.txt to determine how the superseded data were derived.
 JE0040
 JE0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC844877(NAD 83)
 JE0040_MARKER: DB = BENCH MARK DISK
 JE0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0040_SP_SET: CONCRETE POST
 JE0040_STAMPING: K 32 1938
 JE0040_MARK LOGO: USGS  
 JE0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0040+STABILITY: SURFACE MOTION
 JE0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0040+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 JE0040
 JE0040  HISTORY     - Date     Condition        Report By
 JE0040  HISTORY     - 1938     MONUMENTED       USGS
 JE0040  HISTORY     - 1963     GOOD             NGS
 JE0040  HISTORY     - 20050528 GOOD             INDIV
 JE0040
 JE0040                          STATION DESCRIPTION
 JE0040
 JE0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0040'5.1 MI N FROM HARRISONVILLE.
 JE0040'ABOUT 5.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0040'THE STATION AT HARRISONVILLE, OR 5.25 MILES SOUTHWEST ALONG THE
 JE0040'MISSOURI PACIFIC RAILROAD FROM THE STATION AT PLEASANT HILL,
 JE0040'IN SECTION 10, T 45 N, R 31 W, AT THE CROSSING OF THE RAILROAD
 JE0040'AND A ROAD, 1 POLE SOUTHWEST OF MILEPOST 253-30, 45 FEET SOUTHEAST
 JE0040'OF THE SOUTHEAST RAIL, 66 FEET EAST OF THE CENTER LINE OF THE
 JE0040'ROAD, 35 FEET SOUTHEAST OF A SEMAPHORE SIGNAL, 1 1/2 FEET
 JE0040'NORTHWEST OF A FENCE, 1.0 FEET SOUTHWEST OF A METAL WITNESS
 JE0040'POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF A
 JE0040'CONCRETE POST PROJECTING 2 INCHES.
 JE0040
 JE0040                          STATION RECOVERY (2005)
 JE0040
 JE0040'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0040'THE SEMAPHORE SIGNAL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0477 ***********************************************************************
 HD0477  DESIGNATION -  K 32
 HD0477  PID         -  HD0477
 HD0477  STATE/COUNTY-  MO/CAMDEN
 HD0477  USGS QUAD   -  HAHATONKA (1982)
 HD0477
 HD0477                         *CURRENT SURVEY CONTROL
 HD0477  ___________________________________________________________________
 HD0477* NAD 83(1986)-  37 59 39.     (N)    092 50 11.     (W)     SCALED    
 HD0477* NAVD 88     -       303.975  (meters)     997.29   (feet)  ADJUSTED  
 HD0477  ___________________________________________________________________
 HD0477  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HD0477  DYNAMIC HT  -         303.748 (meters)     996.55  (feet)  COMP
 HD0477  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 HD0477
 HD0477  VERT ORDER  -  SECOND    CLASS 0
 HD0477
 HD0477.The horizontal coordinates were scaled from a topographic map and have
 HD0477.an estimated accuracy of +/- 6 seconds.
 HD0477
 HD0477.The orthometric height was determined by differential leveling
 HD0477.and adjusted by the National Geodetic Survey in June 1991..
 HD0477
 HD0477.The geoid height was determined by GEOID03.
 HD0477
 HD0477.The dynamic height is computed by dividing the NAVD 88
 HD0477.geopotential number by the normal gravity value computed on the
 HD0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0477.degrees latitude (g = 980.6199 gals.).
 HD0477
 HD0477.The modeled gravity was interpolated from observed gravity values.
 HD0477
 HD0477;                    North         East    Units  Estimated Accuracy
 HD0477;SPC MO C     -   239,840.      470,450.      MT  (+/- 180 meters Scaled)
 HD0477
 HD0477                          SUPERSEDED SURVEY CONTROL
 HD0477
 HD0477  NGVD 29 (??/??/92)  303.872  (m)          996.95   (f) ADJ UNCH    2 0
 HD0477
 HD0477.Superseded values are not recommended for survey control.
 HD0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0477.See file dsdata.txt to determine how the superseded data were derived.
 HD0477
 HD0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC143051(NAD 83)
 HD0477_MARKER: DB = BENCH MARK DISK
 HD0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0477_STAMPING: K 32 1934
 HD0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0477+STABILITY: SURFACE MOTION
 HD0477
 HD0477  HISTORY     - Date     Condition        Report By
 HD0477  HISTORY     - 1934     MONUMENTED       CGS
 HD0477  HISTORY     - 1968     GOOD             NGS
 HD0477
 HD0477                          STATION DESCRIPTION
 HD0477
 HD0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0477'5.6 MI W FROM ROACH.
 HD0477'5.6 MILES WEST ALONG U.S. HIGHWAY 54 FROM CAMDENTON, 40 FEET
 HD0477'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT THE NORTHWEST CORNER
 HD0477'OF THE CEMETERY AT ROACH, 20 FEET NORTHWEST OF THE OLGA FINLEY
 HD0477'HEADSTONE, AND 33 FEET NORTH OF A 10-INCH RED-OAK TREE.  A
 HD0477'STANDARD DISK, STAMPED K 32 1934 AND SET IN THE TOP OF A CONCRETE
 HD0477'POST.
 HD0477
 HD0477                          STATION RECOVERY (1968)
 HD0477
 HD0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HD0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1175 ***********************************************************************
 JC1175  DESIGNATION -  K 323
 JC1175  PID         -  JC1175
 JC1175  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1175  USGS QUAD   -  GRANITE CITY (1998)
 JC1175
 JC1175                         *CURRENT SURVEY CONTROL
 JC1175  ___________________________________________________________________
 JC1175* NAD 83(1986)-  38 40 14.     (N)    090 11 20.     (W)     SCALED    
 JC1175* NAVD 88     -       131.167  (meters)     430.34   (feet)  ADJUSTED  
 JC1175  ___________________________________________________________________
 JC1175  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JC1175  DYNAMIC HT  -         131.084 (meters)     430.06  (feet)  COMP
 JC1175  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JC1175
 JC1175  VERT ORDER  -  FIRST     CLASS II
 JC1175
 JC1175.The horizontal coordinates were scaled from a topographic map and have
 JC1175.an estimated accuracy of +/- 6 seconds.
 JC1175
 JC1175.The orthometric height was determined by differential leveling
 JC1175.and adjusted by the National Geodetic Survey in June 1991..
 JC1175
 JC1175.The geoid height was determined by GEOID03.
 JC1175
 JC1175.The dynamic height is computed by dividing the NAVD 88
 JC1175.geopotential number by the normal gravity value computed on the
 JC1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1175.degrees latitude (g = 980.6199 gals.).
 JC1175
 JC1175.The modeled gravity was interpolated from observed gravity values.
 JC1175
 JC1175;                    North         East    Units  Estimated Accuracy
 JC1175;SPC MO E     -   314,910.      277,070.      MT  (+/- 180 meters Scaled)
 JC1175
 JC1175                          SUPERSEDED SURVEY CONTROL
 JC1175
 JC1175  NGVD 29 (??/??/??)  131.133  (m)          430.23   (f) ADJUSTED    1 2
 JC1175
 JC1175.Superseded values are not recommended for survey control.
 JC1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1175.See file dsdata.txt to determine how the superseded data were derived.
 JC1175
 JC1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC445839(NAD 83)
 JC1175_MARKER: I = METAL ROD
 JC1175_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1175_SP_SET: STAINLESS STEEL ROD
 JC1175_STAMPING: K 323 1981
 JC1175_MARK LOGO: NGS   
 JC1175_PROJECTION: FLUSH
 JC1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1175_ROD/PIPE-DEPTH: 7.3  meters
 JC1175
 JC1175  HISTORY     - Date     Condition        Report By
 JC1175  HISTORY     - 1981     MONUMENTED       NGS
 JC1175  HISTORY     - 19910326 MARK NOT FOUND   USPSQD
 JC1175
 JC1175                          STATION DESCRIPTION
 JC1175
 JC1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1175'IN ST LOUIS.
 JC1175'IN ST LOUIS, 0.3 KILOMETER (0.2 MILE) SOUTH ALONG TOP OF THE LEVEE AND
 JC1175'FLOOD WALL OF THE MISSISSIPPI RIVER FROM THE CROSSING OF THE MERCHANTS
 JC1175'BRIDGE, 9.54 METERS (31.3 FEET) WEST OF THE WEST FACE OF THE FLOOD
 JC1175'WALL, AND 0.43 METER (1.4 FEET) NORTH OF A METAL WITNESS POST.
 JC1175'THE MARK IS 0.43 METERS  S FROM A WITNESS POST.
 JC1175'THE MARK IS ABOVE LEVEL WITH LEVEE.
 JC1175
 JC1175                          STATION RECOVERY (1991)
 JC1175
 JC1175'RECOVERY NOTE BY US POWER SQUADRON 1991 (DWS)
 JC1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1283 ***********************************************************************
 HB1283  DESIGNATION -  K 325
 HB1283  PID         -  HB1283
 HB1283  STATE/COUNTY-  MO/SCOTT
 HB1283  USGS QUAD   -  SCOTT CITY (1993)
 HB1283
 HB1283                         *CURRENT SURVEY CONTROL
 HB1283  ___________________________________________________________________
 HB1283* NAD 83(1986)-  37 13 09.     (N)    089 30 56.     (W)     SCALED    
 HB1283* NAVD 88     -       112.935  (meters)     370.52   (feet)  ADJUSTED  
 HB1283  ___________________________________________________________________
 HB1283  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB1283  DYNAMIC HT  -         112.853 (meters)     370.25  (feet)  COMP
 HB1283  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 HB1283
 HB1283  VERT ORDER  -  FIRST     CLASS II
 HB1283
 HB1283.The horizontal coordinates were scaled from a topographic map and have
 HB1283.an estimated accuracy of +/- 6 seconds.
 HB1283
 HB1283.The orthometric height was determined by differential leveling
 HB1283.and adjusted by the National Geodetic Survey in June 1991..
 HB1283
 HB1283.The geoid height was determined by GEOID03.
 HB1283
 HB1283.The dynamic height is computed by dividing the NAVD 88
 HB1283.geopotential number by the normal gravity value computed on the
 HB1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1283.degrees latitude (g = 980.6199 gals.).
 HB1283
 HB1283.The modeled gravity was interpolated from observed gravity values.
 HB1283
 HB1283;                    North         East    Units  Estimated Accuracy
 HB1283;SPC MO E     -   154,230.      337,370.      MT  (+/- 180 meters Scaled)
 HB1283
 HB1283                          SUPERSEDED SURVEY CONTROL
 HB1283
 HB1283  NGVD 29 (??/??/??)  112.824  (m)          370.16   (f) ADJUSTED    1 2
 HB1283
 HB1283.Superseded values are not recommended for survey control.
 HB1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1283.See file dsdata.txt to determine how the superseded data were derived.
 HB1283
 HB1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG768221(NAD 83)
 HB1283_MARKER: I = METAL ROD
 HB1283_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1283_SP_SET: STAINLESS STEEL ROD
 HB1283_STAMPING: K 325 1981
 HB1283_MARK LOGO: NGS   
 HB1283_PROJECTION: FLUSH
 HB1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1283_ROD/PIPE-DEPTH: 9.8  meters
 HB1283
 HB1283  HISTORY     - Date     Condition        Report By
 HB1283  HISTORY     - 1981     MONUMENTED       NGS
 HB1283  HISTORY     - 20020810 MARK NOT FOUND   USACE
 HB1283
 HB1283                          STATION DESCRIPTION
 HB1283
 HB1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1283'IN SCOTT CITY.
 HB1283'IN SCOTT CITY, ALONG STATE HIGHWAY K AT THE SCOTT CITY FIRE DEPARTMENT
 HB1283'AND CITY HALL BUILDING, 25.15 METERS (82.5 FEET) NORTH OF THE CENTER
 HB1283'LINE OF THE HIGHWAY, 6.80 METERS (22.3 FEET) NORTHEAST OF A FLAG POLE,
 HB1283'1.62 METERS (5.3 FEET) SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 HB1283'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 HB1283
 HB1283                          STATION RECOVERY (2002)
 HB1283
 HB1283'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1283'ENTIRE LOCATION CHANGED. NOW A PAVED PARKING LOT FOR CITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0984 ***********************************************************************
 KD0984  DESIGNATION -  K 326
 KD0984  PID         -  KD0984
 KD0984  STATE/COUNTY-  MO/SALINE
 KD0984  USGS QUAD   -  SLATER (1971)
 KD0984
 KD0984                         *CURRENT SURVEY CONTROL
 KD0984  ___________________________________________________________________
 KD0984* NAD 83(1986)-  39 13 06.     (N)    093 03 43.     (W)     SCALED    
 KD0984* NAVD 88     -       265.034  (meters)     869.53   (feet)  ADJUSTED  
 KD0984  ___________________________________________________________________
 KD0984  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0984  DYNAMIC HT  -         264.869 (meters)     868.99  (feet)  COMP
 KD0984  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 KD0984
 KD0984  VERT ORDER  -  FIRST     CLASS II
 KD0984
 KD0984.The horizontal coordinates were scaled from a topographic map and have
 KD0984.an estimated accuracy of +/- 6 seconds.
 KD0984
 KD0984.The orthometric height was determined by differential leveling
 KD0984.and adjusted by the National Geodetic Survey in June 1991..
 KD0984
 KD0984.The geoid height was determined by GEOID03.
 KD0984
 KD0984.The dynamic height is computed by dividing the NAVD 88
 KD0984.geopotential number by the normal gravity value computed on the
 KD0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0984.degrees latitude (g = 980.6199 gals.).
 KD0984
 KD0984.The modeled gravity was interpolated from observed gravity values.
 KD0984
 KD0984;                    North         East    Units  Estimated Accuracy
 KD0984;SPC MO C     -   375,820.      451,470.      MT  (+/- 180 meters Scaled)
 KD0984
 KD0984                          SUPERSEDED SURVEY CONTROL
 KD0984
 KD0984.No superseded survey control is available for this station.
 KD0984
 KD0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD946410(NAD 83)
 KD0984_MARKER: DB = BENCH MARK DISK
 KD0984_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KD0984_SP_SET: GRAIN ELEVATOR
 KD0984_STAMPING: K 326 1986
 KD0984_MARK LOGO: NGS   
 KD0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KD0984+STABILITY: POSITION/ELEVATION WELL
 KD0984
 KD0984  HISTORY     - Date     Condition        Report By
 KD0984  HISTORY     - 1986     MONUMENTED       NGS
 KD0984  HISTORY     - 1990     GOOD             USPSQD
 KD0984
 KD0984                          STATION DESCRIPTION
 KD0984
 KD0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0984'IN SLATER.
 KD0984'IN SLATER, AT THE INTERSECTION OF FRONT AND ELM STREETS, SET
 KD0984'VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 3
 KD0984'CONCRETE GRAIN BINS OF THE CO-OP NUMBER 1 GRAIN ELEVATOR, 22.4 M (73.5
 KD0984'FT) SOUTHEAST OF THE CENTER OF FRONT STREET, 10.3 M (33.8 FT)
 KD0984'SOUTHWEST OF THE EXTENDED CENTER OF ELM STREET, AND 3.8 M (12.5 FT)
 KD0984'NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BUILDING.
 KD0984'THE MARK IS 1.2 M ABOVE THE GROUND.
 KD0984
 KD0984                          STATION RECOVERY (1990)
 KD0984
 KD0984'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0953 ***********************************************************************
 KD0953  DESIGNATION -  K 327
 KD0953  PID         -  KD0953
 KD0953  STATE/COUNTY-  MO/LAFAYETTE
 KD0953  USGS QUAD   -  GRAND PASS (1978)
 KD0953
 KD0953                         *CURRENT SURVEY CONTROL
 KD0953  ___________________________________________________________________
 KD0953* NAD 83(1986)-  39 12 06.     (N)    093 29 27.     (W)     SCALED    
 KD0953* NAVD 88     -       248.943  (meters)     816.74   (feet)  ADJUSTED  
 KD0953  ___________________________________________________________________
 KD0953  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD0953  DYNAMIC HT  -         248.790 (meters)     816.24  (feet)  COMP
 KD0953  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 KD0953
 KD0953  VERT ORDER  -  FIRST     CLASS II
 KD0953
 KD0953.The horizontal coordinates were scaled from a topographic map and have
 KD0953.an estimated accuracy of +/- 6 seconds.
 KD0953
 KD0953.The orthometric height was determined by differential leveling
 KD0953.and adjusted by the National Geodetic Survey in June 1991..
 KD0953
 KD0953.The geoid height was determined by GEOID03.
 KD0953
 KD0953.The dynamic height is computed by dividing the NAVD 88
 KD0953.geopotential number by the normal gravity value computed on the
 KD0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0953.degrees latitude (g = 980.6199 gals.).
 KD0953
 KD0953.The modeled gravity was interpolated from observed gravity values.
 KD0953
 KD0953;                    North         East    Units  Estimated Accuracy
 KD0953;SPC MO W     -   337,320.      937,170.      MT  (+/- 180 meters Scaled)
 KD0953
 KD0953                          SUPERSEDED SURVEY CONTROL
 KD0953
 KD0953.No superseded survey control is available for this station.
 KD0953
 KD0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD576392(NAD 83)
 KD0953_MARKER: I = METAL ROD
 KD0953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0953_SP_SET: STAINLESS STEEL ROD
 KD0953_STAMPING: K 327 1986
 KD0953_MARK LOGO: NGS   
 KD0953_PROJECTION: FLUSH
 KD0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0953_ROD/PIPE-DEPTH: 17.4 meters
 KD0953
 KD0953  HISTORY     - Date     Condition        Report By
 KD0953  HISTORY     - 1986     MONUMENTED       NGS
 KD0953
 KD0953                          STATION DESCRIPTION
 KD0953
 KD0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0953'26.4 KM (16.4 MI) WEST FROM MARSHALL.
 KD0953'26.4 KM (16.4 MI) WESTERLY ALONG U.S. HIGHWAY 65 FROM ITS JUNCTION
 KD0953'WITH STATE HIGHWAY 240 IN MARSHALL, 18.7 M (61.4 FT) WEST OF THE
 KD0953'CENTER OF THE WEST ENTRANCE INTO PETERS MARKET PARKING LOT, 10.1 M
 KD0953'(33.1 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 1.6 M (5.2 FT)
 KD0953'NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KD0953'THROUGH A 5-INCH LOGO CAP.
 KD0953'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KD0953'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1123 ***********************************************************************
 KE1123  DESIGNATION -  K 328
 KE1123  PID         -  KE1123
 KE1123  STATE/COUNTY-  MO/JACKSON
 KE1123  USGS QUAD   -  MISSOURI CITY (1990)
 KE1123
 KE1123                         *CURRENT SURVEY CONTROL
 KE1123  ___________________________________________________________________
 KE1123* NAD 83(1986)-  39 08 13.     (N)    094 17 31.     (W)     SCALED    
 KE1123* NAVD 88     -       270.176  (meters)     886.40   (feet)  ADJUSTED  
 KE1123  ___________________________________________________________________
 KE1123  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KE1123  DYNAMIC HT  -         270.004 (meters)     885.84  (feet)  COMP
 KE1123  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 KE1123
 KE1123  VERT ORDER  -  FIRST     CLASS II
 KE1123
 KE1123.The horizontal coordinates were scaled from a topographic map and have
 KE1123.an estimated accuracy of +/- 6 seconds.
 KE1123
 KE1123.The orthometric height was determined by differential leveling
 KE1123.and adjusted by the National Geodetic Survey in June 1991..
 KE1123
 KE1123.The geoid height was determined by GEOID03.
 KE1123
 KE1123.The dynamic height is computed by dividing the NAVD 88
 KE1123.geopotential number by the normal gravity value computed on the
 KE1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1123.degrees latitude (g = 980.6199 gals.).
 KE1123
 KE1123.The modeled gravity was interpolated from observed gravity values.
 KE1123
 KE1123;                    North         East    Units  Estimated Accuracy
 KE1123;SPC MO W     -   329,670.      867,990.      MT  (+/- 180 meters Scaled)
 KE1123
 KE1123                          SUPERSEDED SURVEY CONTROL
 KE1123
 KE1123.No superseded survey control is available for this station.
 KE1123
 KE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD883327(NAD 83)
 KE1123_MARKER: DB = BENCH MARK DISK
 KE1123_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1123_SP_SET: PIER
 KE1123_STAMPING: K 328 1986
 KE1123_MARK LOGO: NGS   
 KE1123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1123+STABILITY: POSITION/ELEVATION WELL
 KE1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1123+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2005
 KE1123
 KE1123  HISTORY     - Date     Condition        Report By
 KE1123  HISTORY     - 1986     MONUMENTED       NGS
 KE1123  HISTORY     - 20050904 GOOD             GEOCAC
 KE1123
 KE1123                          STATION DESCRIPTION
 KE1123
 KE1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1123'8.8 KM (5.45 MI) EAST FROM INDEPENDENCE.
 KE1123'8.8 KM (5.45 MI) EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH
 KE1123'STATE HIGHWAY 291 IN INDEPENDENCE, SET VERTICALLY IN THE WEST FACE OF
 KE1123'THE MOST WESTERLY 1 OF 3 COLUMNS OF THE CENTER PIER OF TWYMAN ROAD
 KE1123'(STATE HIGHWAY 7) OVERPASS OF THE HIGHWAY, 12.7 M (41.7 FT) NORTH OF
 KE1123'THE CENTERLINE THE EAST BOUND HIGHWAY LANES, AND 12.7 M (41.7 FT)
 KE1123'SOUTH OF THE CENTERLINE OF THE WEST BOUND HIGHWAY LANES.
 KE1123'THE MARK IS 1.5 M ABOVE THE GROUND.
 KE1123
 KE1123                          STATION RECOVERY (2005)
 KE1123
 KE1123'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1123'HANDHELD GPS COORDINATES (NAD83) N39 08 10.1 W94 17 29.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1130 ***********************************************************************
 KE1130  DESIGNATION -  K 329
 KE1130  PID         -  KE1130
 KE1130  STATE/COUNTY-  MO/LAFAYETTE
 KE1130  USGS QUAD   -  BATES CITY (1978)
 KE1130
 KE1130                         *CURRENT SURVEY CONTROL
 KE1130  ___________________________________________________________________
 KE1130* NAD 83(1986)-  39 07 25.     (N)    094 05 05.     (W)     SCALED    
 KE1130* NAVD 88     -       250.364  (meters)     821.40   (feet)  ADJUSTED  
 KE1130  ___________________________________________________________________
 KE1130  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1130  DYNAMIC HT  -         250.206 (meters)     820.88  (feet)  COMP
 KE1130  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 KE1130
 KE1130  VERT ORDER  -  FIRST     CLASS II
 KE1130
 KE1130.The horizontal coordinates were scaled from a topographic map and have
 KE1130.an estimated accuracy of +/- 6 seconds.
 KE1130
 KE1130.The orthometric height was determined by differential leveling
 KE1130.and adjusted by the National Geodetic Survey in June 1991..
 KE1130
 KE1130.The geoid height was determined by GEOID03.
 KE1130
 KE1130.The dynamic height is computed by dividing the NAVD 88
 KE1130.geopotential number by the normal gravity value computed on the
 KE1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1130.degrees latitude (g = 980.6199 gals.).
 KE1130
 KE1130.The modeled gravity was interpolated from observed gravity values.
 KE1130
 KE1130;                    North         East    Units  Estimated Accuracy
 KE1130;SPC MO W     -   328,250.      885,910.      MT  (+/- 180 meters Scaled)
 KE1130
 KE1130                          SUPERSEDED SURVEY CONTROL
 KE1130
 KE1130.No superseded survey control is available for this station.
 KE1130
 KE1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD062310(NAD 83)
 KE1130_MARKER: I = METAL ROD
 KE1130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1130_SP_SET: STAINLESS STEEL ROD
 KE1130_STAMPING: K 329 1986
 KE1130_MARK LOGO: NGS   
 KE1130_PROJECTION: FLUSH
 KE1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1130+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 KE1130_ROD/PIPE-DEPTH: 9.7  meters
 KE1130
 KE1130  HISTORY     - Date     Condition        Report By
 KE1130  HISTORY     - 1986     MONUMENTED       NGS
 KE1130  HISTORY     - 20051001 GOOD             GEOCAC
 KE1130
 KE1130                          STATION DESCRIPTION
 KE1130
 KE1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1130'20.8 KM (12.9 MI) WEST FROM LEXINGTON.
 KE1130'20.8 KM (12.9 MI) WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 KE1130'IN LEXINGTON, 0.3 KM (0.2 MI) NORTHEAST OF THE INTERSECTION OF U.S.
 KE1130'HIGHWAY 24, 28.6 M (93.8 FT) EAST OF A FENCE CORNER, AND 9.0 M (29.5
 KE1130'FT) SOUTH OF THE HIGHWAY CENTERLINE.  NOTE--ACCESS TO DATUM POINT IS
 KE1130'HAD THROUGH A 5-INCH LOGO CAP.
 KE1130'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KE1130'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KE1130
 KE1130                          STATION RECOVERY (2005)
 KE1130
 KE1130'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0045 ***********************************************************************
 JE0045  DESIGNATION -  K 33
 JE0045  PID         -  JE0045
 JE0045  STATE/COUNTY-  MO/CASS
 JE0045  USGS QUAD   -  PLEASANT HILL (1990)
 JE0045
 JE0045                         *CURRENT SURVEY CONTROL
 JE0045  ___________________________________________________________________
 JE0045* NAD 83(1986)-  38 45 19.     (N)    094 18 30.     (W)     SCALED    
 JE0045* NAVD 88     -       268.220  (meters)     879.99   (feet)  ADJUSTED  
 JE0045  ___________________________________________________________________
 JE0045  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JE0045  DYNAMIC HT  -         268.039 (meters)     879.39  (feet)  COMP
 JE0045  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 JE0045
 JE0045  VERT ORDER  -  FIRST     CLASS II
 JE0045
 JE0045.The horizontal coordinates were scaled from a topographic map and have
 JE0045.an estimated accuracy of +/- 6 seconds.
 JE0045
 JE0045.The orthometric height was determined by differential leveling
 JE0045.and adjusted by the National Geodetic Survey in June 1991..
 JE0045
 JE0045.The geoid height was determined by GEOID03.
 JE0045
 JE0045.The dynamic height is computed by dividing the NAVD 88
 JE0045.geopotential number by the normal gravity value computed on the
 JE0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0045.degrees latitude (g = 980.6199 gals.).
 JE0045
 JE0045.The modeled gravity was interpolated from observed gravity values.
 JE0045
 JE0045;                    North         East    Units  Estimated Accuracy
 JE0045;SPC MO W     -   287,300.      866,660.      MT  (+/- 180 meters Scaled)
 JE0045
 JE0045                          SUPERSEDED SURVEY CONTROL
 JE0045
 JE0045  NGVD 29 (??/??/92)  268.112  (m)          879.63   (f) ADJ UNCH    1 2
 JE0045
 JE0045.Superseded values are not recommended for survey control.
 JE0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0045.See file dsdata.txt to determine how the superseded data were derived.
 JE0045
 JE0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC863904(NAD 83)
 JE0045_MARKER: DB = BENCH MARK DISK
 JE0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0045_SP_SET: CONCRETE POST
 JE0045_STAMPING: K 33 1938
 JE0045_MARK LOGO: USGS  
 JE0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0045+STABILITY: SURFACE MOTION
 JE0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0045+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 JE0045
 JE0045  HISTORY     - Date     Condition        Report By
 JE0045  HISTORY     - 1938     MONUMENTED       USGS
 JE0045  HISTORY     - 1963     GOOD             NGS
 JE0045  HISTORY     - 20050528 GOOD             INDIV
 JE0045
 JE0045                          STATION DESCRIPTION
 JE0045
 JE0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0045'3.1 MI SW FROM PLEASANT HILL.
 JE0045'ABOUT 3.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0045'FROM THE STATION AT PLEASANT HILL, IN SECTION 36, T 46 N, R 31 W,
 JE0045'4 POLES SOUTHWEST OF MILEPOST 251-20, 35 FEET NORTHWEST OF THE
 JE0045'NORTHWEST RAIL, AT A ROAD CROSSING, 33 FEET SOUTH OF THE CENTER
 JE0045'LINE OF THE ROAD, 15 FEET SOUTHWEST OF A TELEPHONE POLE, 9 FEET
 JE0045'EAST OF A FENCE, 0.7 FOOT EAST OF A METAL WITNESS POST, ABOUT
 JE0045'2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 JE0045'CONCRETE POST PROJECTING 2 INCHES.
 JE0045
 JE0045                          STATION RECOVERY (2005)
 JE0045
 JE0045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0210 ***********************************************************************
 HD0210  DESIGNATION -  K 33
 HD0210  PID         -  HD0210
 HD0210  STATE/COUNTY-  MO/TEXAS
 HD0210  USGS QUAD   -  CABOOL NE (1985)
 HD0210
 HD0210                         *CURRENT SURVEY CONTROL
 HD0210  ___________________________________________________________________
 HD0210* NAD 83(1986)-  37 07 44.     (N)    092 05 27.     (W)     SCALED    
 HD0210* NAVD 88     -       378.175  (meters)    1240.73   (feet)  ADJUSTED  
 HD0210  ___________________________________________________________________
 HD0210  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 HD0210  DYNAMIC HT  -         377.859 (meters)    1239.69  (feet)  COMP
 HD0210  MODELED GRAV-     979,784.7   (mgal)                       NAVD 88
 HD0210
 HD0210  VERT ORDER  -  FIRST     CLASS II
 HD0210
 HD0210.The horizontal coordinates were scaled from a topographic map and have
 HD0210.an estimated accuracy of +/- 6 seconds.
 HD0210
 HD0210.The orthometric height was determined by differential leveling
 HD0210.and adjusted by the National Geodetic Survey in June 1991..
 HD0210
 HD0210.The geoid height was determined by GEOID03.
 HD0210
 HD0210.The dynamic height is computed by dividing the NAVD 88
 HD0210.geopotential number by the normal gravity value computed on the
 HD0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0210.degrees latitude (g = 980.6199 gals.).
 HD0210
 HD0210.The modeled gravity was interpolated from observed gravity values.
 HD0210
 HD0210;                    North         East    Units  Estimated Accuracy
 HD0210;SPC MO C     -   143,830.      536,360.      MT  (+/- 180 meters Scaled)
 HD0210
 HD0210                          SUPERSEDED SURVEY CONTROL
 HD0210
 HD0210  NGVD 29 (??/??/92)  378.003  (m)         1240.16   (f) ADJ UNCH    1 2
 HD0210
 HD0210.Superseded values are not recommended for survey control.
 HD0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0210.See file dsdata.txt to determine how the superseded data were derived.
 HD0210
 HD0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB807095(NAD 83)
 HD0210_MARKER: DB = BENCH MARK DISK
 HD0210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HD0210_SP_SET: HEADWALL
 HD0210_STAMPING: K 33 1934
 HD0210_MARK LOGO: CGS   
 HD0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0210+STABILITY: SURFACE MOTION
 HD0210
 HD0210  HISTORY     - Date     Condition        Report By
 HD0210  HISTORY     - 1934     MONUMENTED       CGS
 HD0210  HISTORY     - 1935     GOOD             NGS
 HD0210  HISTORY     - 1977     GOOD             NGS
 HD0210  HISTORY     - 1977     GOOD             NGS
 HD0210  HISTORY     - 19890718 GOOD             NGS
 HD0210
 HD0210                          STATION DESCRIPTION
 HD0210
 HD0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0210'1 MI N FROM CABOOL.
 HD0210'1.0 MILE NORTH ALONG U.S. HIGHWAY 63 FROM CABOOL, TEXAS COUNTY,
 HD0210'AT THE FIRST CULVERT NORTH OF A RAILROAD OVERPASS, IN THE TOP OF
 HD0210'THE EAST HEADWALL, AND 20 FEET SOUTH OF THE CENTERLINE OF THE
 HD0210'HIGHWAY.  A STANDARD DISK, STAMPED K 33 1934.
 HD0210
 HD0210                          STATION RECOVERY (1977)
 HD0210
 HD0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0210'RECOVERED IN GOOD CONDITION.
 HD0210
 HD0210                          STATION RECOVERY (1977)
 HD0210
 HD0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0210'RECOVERED IN GOOD CONDITION.
 HD0210
 HD0210                          STATION RECOVERY (1989)
 HD0210
 HD0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0210'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 HD0210'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 63 FROM ITS NORTH JUNCTION WITH
 HD0210'U.S. HIGHWAY 60 BUSINESS IN CABOOL, IN THE CENTER OF THE SOUTHWEST
 HD0210'HEADWALL OF A CONCRETE BOX CULVERT, 29.7 M (97.4 FT) NORTH OF THE
 HD0210'CENTER OF COUNTY ROAD 4710, 6.1 M (20.0 FT) SOUTHEAST OF THE
 HD0210'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1001 ***********************************************************************
 KD1001  DESIGNATION -  K 330
 KD1001  PID         -  KD1001
 KD1001  STATE/COUNTY-  MO/HOWARD
 KD1001  USGS QUAD   -  FRANKLIN (1971)
 KD1001
 KD1001                         *CURRENT SURVEY CONTROL
 KD1001  ___________________________________________________________________
 KD1001* NAD 83(1986)-  39 06 28.     (N)    092 50 13.     (W)     SCALED    
 KD1001* NAVD 88     -       262.290  (meters)     860.53   (feet)  ADJUSTED  
 KD1001  ___________________________________________________________________
 KD1001  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD1001  DYNAMIC HT  -         262.124 (meters)     859.99  (feet)  COMP
 KD1001  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 KD1001
 KD1001  VERT ORDER  -  FIRST     CLASS II
 KD1001
 KD1001.The horizontal coordinates were scaled from a topographic map and have
 KD1001.an estimated accuracy of +/- 6 seconds.
 KD1001
 KD1001.The orthometric height was determined by differential leveling
 KD1001.and adjusted by the National Geodetic Survey in June 1991..
 KD1001
 KD1001.The geoid height was determined by GEOID03.
 KD1001
 KD1001.The dynamic height is computed by dividing the NAVD 88
 KD1001.geopotential number by the normal gravity value computed on the
 KD1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD1001.degrees latitude (g = 980.6199 gals.).
 KD1001
 KD1001.The modeled gravity was interpolated from observed gravity values.
 KD1001
 KD1001;                    North         East    Units  Estimated Accuracy
 KD1001;SPC MO C     -   363,450.      470,860.      MT  (+/- 180 meters Scaled)
 KD1001
 KD1001                          SUPERSEDED SURVEY CONTROL
 KD1001
 KD1001.No superseded survey control is available for this station.
 KD1001
 KD1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD140287(NAD 83)
 KD1001_MARKER: I = METAL ROD
 KD1001_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD1001_SP_SET: STAINLESS STEEL ROD
 KD1001_STAMPING: K 330 1986
 KD1001_MARK LOGO: NGS   
 KD1001_PROJECTION: FLUSH
 KD1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1001_ROD/PIPE-DEPTH: 11.0 meters
 KD1001
 KD1001  HISTORY     - Date     Condition        Report By
 KD1001  HISTORY     - 1986     MONUMENTED       NGS
 KD1001
 KD1001                          STATION DESCRIPTION
 KD1001
 KD1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD1001'13.8 KM (8.6 MI) SOUTH FROM GLASGOW.
 KD1001'13.8 KM (8.55 MI) SOUTHERLY ALONG STATE HIGHWAY 87 FROM ITS JUNCTION
 KD1001'WITH STATE HIGHWAY 240 IN GLASGOW, 69.0 M (226.4 FT) NORTH OF THE
 KD1001'CENTER OF A FIELD ENTRANCE, 17.9 M (58.7 FT) NORTH OF A 36-INCH OAK
 KD1001'TREE, AND 9.9 M (32.5 FT) EAST OF THE HIGHWAY CENTERLINE.
 KD1001'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD1001'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 KD1001'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2433 ***********************************************************************
 JD2433  DESIGNATION -  K 331
 JD2433  PID         -  JD2433
 JD2433  STATE/COUNTY-  MO/MONITEAU
 JD2433  USGS QUAD   -  JAMESTOWN (1969)
 JD2433
 JD2433                         *CURRENT SURVEY CONTROL
 JD2433  ___________________________________________________________________
 JD2433* NAD 83(1986)-  38 49 35.     (N)    092 29 31.     (W)     SCALED    
 JD2433* NAVD 88     -       244.965  (meters)     803.69   (feet)  ADJUSTED  
 JD2433  ___________________________________________________________________
 JD2433  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD2433  DYNAMIC HT  -         244.802 (meters)     803.15  (feet)  COMP
 JD2433  MODELED GRAV-     979,955.5   (mgal)                       NAVD 88
 JD2433
 JD2433  VERT ORDER  -  FIRST     CLASS II
 JD2433
 JD2433.The horizontal coordinates were scaled from a topographic map and have
 JD2433.an estimated accuracy of +/- 6 seconds.
 JD2433
 JD2433.The orthometric height was determined by differential leveling
 JD2433.and adjusted by the National Geodetic Survey in June 1991..
 JD2433
 JD2433.The geoid height was determined by GEOID03.
 JD2433
 JD2433.The dynamic height is computed by dividing the NAVD 88
 JD2433.geopotential number by the normal gravity value computed on the
 JD2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2433.degrees latitude (g = 980.6199 gals.).
 JD2433
 JD2433.The modeled gravity was interpolated from observed gravity values.
 JD2433
 JD2433;                    North         East    Units  Estimated Accuracy
 JD2433;SPC MO C     -   332,160.      500,700.      MT  (+/- 180 meters Scaled)
 JD2433
 JD2433                          SUPERSEDED SURVEY CONTROL
 JD2433
 JD2433.No superseded survey control is available for this station.
 JD2433
 JD2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC441976(NAD 83)
 JD2433_MARKER: I = METAL ROD
 JD2433_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JD2433+WITH SETTING: INFORMATION.
 JD2433_SP_SET: SHALLOW-SET METAL ROD
 JD2433_STAMPING: K 331 1986
 JD2433_MARK LOGO: NGS   
 JD2433_PROJECTION: FLUSH
 JD2433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2433_ROD/PIPE-DEPTH: 2.1  meters
 JD2433
 JD2433  HISTORY     - Date     Condition        Report By
 JD2433  HISTORY     - 1986     MONUMENTED       NGS
 JD2433
 JD2433                          STATION DESCRIPTION
 JD2433
 JD2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2433'36.8 KM (22.85 MI) SE FROM BOONVILLE.
 JD2433'31.4 KM (19.5 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2433'COURTHOUSE IN BOONVILLE, THENCE  2.0 KM (1.25 MI) NORTHERLY ALONG
 JD2433'STATE HIGHWAY 179, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG COUNTY ROAD
 JD2433'P, 14.8 M (48.6 FT) SOUTHWEST OF A UTILITY POLE, 10.4 M (34.1 FT)
 JD2433'NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, AND 9.9 M (32.5 FT)
 JD2433'NORTHWEST OF THE ROAD CENTERLINE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JD2433'THROUGH A 5-INCH LOGO CAP.
 JD2433'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST AND FENCE
 JD2433'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2461 ***********************************************************************
 JD2461  DESIGNATION -  K 332
 JD2461  PID         -  JD2461
 JD2461  STATE/COUNTY-  MO/COLE
 JD2461  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2461
 JD2461                         *CURRENT SURVEY CONTROL
 JD2461  ___________________________________________________________________
 JD2461* NAD 83(1986)-  38 35 05.     (N)    092 12 41.     (W)     SCALED    
 JD2461* NAVD 88     -       191.246  (meters)     627.45   (feet)  ADJUSTED  
 JD2461  ___________________________________________________________________
 JD2461  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JD2461  DYNAMIC HT  -         191.117 (meters)     627.02  (feet)  COMP
 JD2461  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 JD2461
 JD2461  VERT ORDER  -  FIRST     CLASS II
 JD2461
 JD2461.The horizontal coordinates were scaled from a topographic map and have
 JD2461.an estimated accuracy of +/- 6 seconds.
 JD2461
 JD2461.The orthometric height was determined by differential leveling
 JD2461.and adjusted by the National Geodetic Survey in June 1991..
 JD2461
 JD2461.The geoid height was determined by GEOID03.
 JD2461
 JD2461.The dynamic height is computed by dividing the NAVD 88
 JD2461.geopotential number by the normal gravity value computed on the
 JD2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2461.degrees latitude (g = 980.6199 gals.).
 JD2461
 JD2461.The modeled gravity was interpolated from observed gravity values.
 JD2461
 JD2461;                    North         East    Units  Estimated Accuracy
 JD2461;SPC MO C     -   305,370.      525,150.      MT  (+/- 180 meters Scaled)
 JD2461
 JD2461                          SUPERSEDED SURVEY CONTROL
 JD2461
 JD2461.No superseded survey control is available for this station.
 JD2461
 JD2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC686709(NAD 83)
 JD2461_MARKER: DB = BENCH MARK DISK
 JD2461_SETTING: 66 = SET IN ROCK OUTCROP
 JD2461_SP_SET: ROCK OUTCROP
 JD2461_STAMPING: K 332 1986
 JD2461_MARK LOGO: NGS   
 JD2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2461
 JD2461  HISTORY     - Date     Condition        Report By
 JD2461  HISTORY     - 1986     MONUMENTED       NGS
 JD2461
 JD2461                          STATION DESCRIPTION
 JD2461
 JD2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2461'1.8 KM (1.1 MI) EAST FROM JEFFERSON CITY.
 JD2461'1.8 KM (1.1 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JD2461'STATE HIGHWAY 179 IN JEFFERSON CITY, SET VERTICALLY IN THE CENTER OF A
 JD2461'600 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 94.7 M (310.7 FT)
 JD2461'WEST OF THE EAST END OF THE CUT, AND 13.0 M (42.7 FT) SOUTH OF THE
 JD2461'EAST BOUND HIGHWAY CENTERLINE.
 JD2461'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1410 ***********************************************************************
 JC1410  DESIGNATION -  K 333
 JC1410  PID         -  JC1410
 JC1410  STATE/COUNTY-  MO/OSAGE
 JC1410  USGS QUAD   -  WESTPHALIA EAST (1981)
 JC1410
 JC1410                         *CURRENT SURVEY CONTROL
 JC1410  ___________________________________________________________________
 JC1410* NAD 83(1986)-  38 29 46.     (N)    091 58 37.     (W)     SCALED    
 JC1410* NAVD 88     -       173.588  (meters)     569.51   (feet)  ADJUSTED  
 JC1410  ___________________________________________________________________
 JC1410  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JC1410  DYNAMIC HT  -         173.470 (meters)     569.13  (feet)  COMP
 JC1410  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 JC1410
 JC1410  VERT ORDER  -  FIRST     CLASS II
 JC1410
 JC1410.The horizontal coordinates were scaled from a topographic map and have
 JC1410.an estimated accuracy of +/- 6 seconds.
 JC1410
 JC1410.The orthometric height was determined by differential leveling
 JC1410.and adjusted by the National Geodetic Survey in June 1991..
 JC1410
 JC1410.The geoid height was determined by GEOID03.
 JC1410
 JC1410.The dynamic height is computed by dividing the NAVD 88
 JC1410.geopotential number by the normal gravity value computed on the
 JC1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1410.degrees latitude (g = 980.6199 gals.).
 JC1410
 JC1410.The modeled gravity was interpolated from observed gravity values.
 JC1410
 JC1410;                    North         East    Units  Estimated Accuracy
 JC1410;SPC MO C     -   295,630.      545,630.      MT  (+/- 180 meters Scaled)
 JC1410
 JC1410                          SUPERSEDED SURVEY CONTROL
 JC1410
 JC1410.No superseded survey control is available for this station.
 JC1410
 JC1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC892613(NAD 83)
 JC1410_MARKER: DB = BENCH MARK DISK
 JC1410_SETTING: 66 = SET IN ROCK OUTCROP
 JC1410_SP_SET: ROCK OUTCROP
 JC1410_STAMPING: K 333 1986
 JC1410_MARK LOGO: NGS   
 JC1410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1410+STABILITY: POSITION/ELEVATION WELL
 JC1410
 JC1410  HISTORY     - Date     Condition        Report By
 JC1410  HISTORY     - 1986     MONUMENTED       NGS
 JC1410
 JC1410                          STATION DESCRIPTION
 JC1410
 JC1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1410'22.1 KM (13.75 MI) EAST FROM JEFFERSON CITY.
 JC1410'22.1 KM (13.75 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JC1410'WITH U.S. HIGHWAY 54 IN JEFFERSON CITY, NEAR THE CENTER OF THE EASTERN
 JC1410'1/2 OF A 250 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 100.0 M
 JC1410'(328.1 FT) WEST OF THE CENTER OF COUNTY ROAD 601, 16.8 M (55.1 FT)
 JC1410'WEST OF THE EAST END OF THE EXPOSED AREA OF BEDROCK, AND 6.8 M (22.3
 JC1410'FT) NORTH OF THE HIGHWAY CENTERLINE.
 JC1410'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1334 ***********************************************************************
 JC1334  DESIGNATION -  K 334
 JC1334  PID         -  JC1334
 JC1334  STATE/COUNTY-  MO/FRANKLIN
 JC1334  USGS QUAD   -  NEW HAVEN (1973)
 JC1334
 JC1334                         *CURRENT SURVEY CONTROL
 JC1334  ___________________________________________________________________
 JC1334* NAD 83(1986)-  38 35 22.     (N)    091 10 21.     (W)     SCALED    
 JC1334* NAVD 88     -       179.904  (meters)     590.24   (feet)  ADJUSTED  
 JC1334  ___________________________________________________________________
 JC1334  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JC1334  DYNAMIC HT  -         179.789 (meters)     589.86  (feet)  COMP
 JC1334  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 JC1334
 JC1334  VERT ORDER  -  FIRST     CLASS II
 JC1334
 JC1334.The horizontal coordinates were scaled from a topographic map and have
 JC1334.an estimated accuracy of +/- 6 seconds.
 JC1334
 JC1334.The orthometric height was determined by differential leveling
 JC1334.and adjusted by the National Geodetic Survey in June 1991..
 JC1334
 JC1334.The geoid height was determined by GEOID03.
 JC1334
 JC1334.The dynamic height is computed by dividing the NAVD 88
 JC1334.geopotential number by the normal gravity value computed on the
 JC1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1334.degrees latitude (g = 980.6199 gals.).
 JC1334
 JC1334.The modeled gravity was interpolated from observed gravity values.
 JC1334
 JC1334;                    North         East    Units  Estimated Accuracy
 JC1334;SPC MO E     -   306,070.      191,410.      MT  (+/- 180 meters Scaled)
 JC1334
 JC1334                          SUPERSEDED SURVEY CONTROL
 JC1334
 JC1334.No superseded survey control is available for this station.
 JC1334
 JC1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC591728(NAD 83)
 JC1334_MARKER: I = METAL ROD
 JC1334_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1334+WITH SETTING: INFORMATION.
 JC1334_SP_SET: SHALLOW-SET METAL ROD
 JC1334_STAMPING: K 334 1986
 JC1334_MARK LOGO: NGS   
 JC1334_PROJECTION: FLUSH
 JC1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1334_ROD/PIPE-DEPTH: 1.9  meters
 JC1334
 JC1334  HISTORY     - Date     Condition        Report By
 JC1334  HISTORY     - 1986     MONUMENTED       NGS
 JC1334
 JC1334                          STATION DESCRIPTION
 JC1334
 JC1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1334'16.6 KM (10.3 MI) WEST FROM WASHINGTON.
 JC1334'16.6 KM (10.3 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1334'WITH STATE HIGHWAY 47 IN WASHINGTON, 13.4 M (44.0 FT) NORTHEAST OF THE
 JC1334'HIGHWAY CENTERLINE, 4.7 M (15.4 FT) SOUTHWEST OF THE CENTER OF YATES
 JC1334'ROAD, AND 1.0 M (3.3 FT) NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO
 JC1334'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JC1334'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JC1334'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1358 ***********************************************************************
 JC1358  DESIGNATION -  K 335
 JC1358  PID         -  JC1358
 JC1358  STATE/COUNTY-  MO/GASCONADE
 JC1358  USGS QUAD   -  HERMANN (1985)
 JC1358
 JC1358                         *CURRENT SURVEY CONTROL
 JC1358  ___________________________________________________________________
 JC1358* NAD 83(1986)-  38 41 05.     (N)    091 27 03.     (W)     SCALED    
 JC1358* NAVD 88     -       164.244  (meters)     538.86   (feet)  ADJUSTED  
 JC1358  ___________________________________________________________________
 JC1358  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JC1358  DYNAMIC HT  -         164.135 (meters)     538.50  (feet)  COMP
 JC1358  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 JC1358
 JC1358  VERT ORDER  -  FIRST     CLASS II
 JC1358
 JC1358.The horizontal coordinates were scaled from a topographic map and have
 JC1358.an estimated accuracy of +/- 6 seconds.
 JC1358
 JC1358.The orthometric height was determined by differential leveling
 JC1358.and adjusted by the National Geodetic Survey in June 1991..
 JC1358
 JC1358.The geoid height was determined by GEOID03.
 JC1358
 JC1358.The dynamic height is computed by dividing the NAVD 88
 JC1358.geopotential number by the normal gravity value computed on the
 JC1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1358.degrees latitude (g = 980.6199 gals.).
 JC1358
 JC1358.The modeled gravity was interpolated from observed gravity values.
 JC1358
 JC1358;                    North         East    Units  Estimated Accuracy
 JC1358;SPC MO E     -   316,860.      167,270.      MT  (+/- 180 meters Scaled)
 JC1358
 JC1358                          SUPERSEDED SURVEY CONTROL
 JC1358
 JC1358.No superseded survey control is available for this station.
 JC1358
 JC1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC347829(NAD 83)
 JC1358_MARKER: I = METAL ROD
 JC1358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1358_SP_SET: STAINLESS STEEL ROD
 JC1358_STAMPING: K 335 1986
 JC1358_MARK LOGO: NGS   
 JC1358_PROJECTION: FLUSH
 JC1358_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JC1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1358+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 JC1358_ROD/PIPE-DEPTH: 12.3 meters
 JC1358
 JC1358  HISTORY     - Date     Condition        Report By
 JC1358  HISTORY     - 1986     MONUMENTED       NGS
 JC1358  HISTORY     - 19930513 GOOD             MODNR
 JC1358
 JC1358                          STATION DESCRIPTION
 JC1358
 JC1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1358'3.3 KM (2.05 MI) WEST FROM HERMANN.
 JC1358'3.3 KM (2.05 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1358'IN HERMANN, 9.3 M (30.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.6 M
 JC1358'(21.7 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, AND 2.6 M (8.5 FT)
 JC1358'SOUTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 JC1358'THROUGH A 5-INCH LOGO CAP.
 JC1358'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 JC1358'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 JC1358
 JC1358                          STATION RECOVERY (1993)
 JC1358
 JC1358'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 JC1358'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1100 ***********************************************************************
 HC1100  DESIGNATION -  K 336
 HC1100  PID         -  HC1100
 HC1100  STATE/COUNTY-  MO/PHELPS
 HC1100  USGS QUAD   -  EDGAR SPRINGS (1954)
 HC1100
 HC1100                         *CURRENT SURVEY CONTROL
 HC1100  ___________________________________________________________________
 HC1100* NAD 83(1997)-  37 42 32.03975(N)    091 52 03.25394(W)     ADJUSTED  
 HC1100* NAVD 88     -       368.302  (meters)    1208.34   (feet)  ADJUSTED  
 HC1100  ___________________________________________________________________
 HC1100  X           -    -164,659.149 (meters)                     COMP
 HC1100  Y           -  -5,049,840.276 (meters)                     COMP
 HC1100  Z           -   3,880,139.367 (meters)                     COMP
 HC1100  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 HC1100  ELLIP HEIGHT-         337.89  (meters)          (07/19/01) GPS OBS
 HC1100  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HC1100  DYNAMIC HT  -         368.018 (meters)    1207.41  (feet)  COMP
 HC1100  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 HC1100
 HC1100  HORZ ORDER  -  FIRST
 HC1100  VERT ORDER  -  FIRST     CLASS II
 HC1100  ELLP ORDER  -  FOURTH    CLASS I
 HC1100
 HC1100.The horizontal coordinates were established by GPS observations
 HC1100.and adjusted by the National Geodetic Survey in July 2001..
 HC1100.No horizontal observational check was made to the station.
 HC1100
 HC1100.The orthometric height was determined by differential leveling
 HC1100.and adjusted by the National Geodetic Survey in June 1991..
 HC1100
 HC1100.Photographs are available for this station.
 HC1100
 HC1100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HC1100
 HC1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1100
 HC1100.The ellipsoidal height was determined by GPS observations
 HC1100.and is referenced to NAD 83.
 HC1100
 HC1100.The geoid height was determined by GEOID03.
 HC1100
 HC1100.The dynamic height is computed by dividing the NAVD 88
 HC1100.geopotential number by the normal gravity value computed on the
 HC1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1100.degrees latitude (g = 980.6199 gals.).
 HC1100
 HC1100.The modeled gravity was interpolated from observed gravity values.
 HC1100
 HC1100;                    North         East     Units Scale Factor Converg.
 HC1100;SPC MO C     -   208,312.345   555,763.261   MT  0.99997162   +0 23 12.6
 HC1100;UTM  15      - 4,174,121.057   599,817.659   MT  0.99972272   +0 41 33.7
 HC1100
 HC1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1100!SPC MO C     -   0.99994698  x   0.99997162  =   0.99991860
 HC1100!UTM  15      -   0.99994698  x   0.99972272  =   0.99966972
 HC1100
 HC1100|---------------------------------------------------------------------|
 HC1100| PID    Reference Object                     Distance      Geod. Az  |
 HC1100|                                                           dddmmss.s |
 HC1100| AJ3110 CENSUS 2000                          94.960 METERS 18628     |
 HC1100|---------------------------------------------------------------------|
 HC1100
 HC1100                          SUPERSEDED SURVEY CONTROL
 HC1100
 HC1100  NAVD 88 (07/19/01)  368.30   (m)         1208.3    (f) LEVELING    3  
 HC1100  NGVD 29 (10/05/93)  368.218  (m)         1208.06   (f) ADJUSTED    1 2
 HC1100
 HC1100.Superseded values are not recommended for survey control.
 HC1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1100.See file dsdata.txt to determine how the superseded data were derived.
 HC1100
 HC1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9981874121(NAD 83)
 HC1100_MARKER: F = FLANGE-ENCASED ROD
 HC1100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HC1100_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HC1100_STAMPING: K 336 1986
 HC1100_MARK LOGO: NGS   
 HC1100_PROJECTION: FLUSH
 HC1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC1100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC1100+STABILITY: POSITION/ELEVATION WELL
 HC1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC1100+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 HC1100_ROD/PIPE-DEPTH: 4.0  meters
 HC1100_SLEEVE-DEPTH  : 3.0 meters
 HC1100
 HC1100  HISTORY     - Date     Condition        Report By
 HC1100  HISTORY     - 1986     MONUMENTED       NGS
 HC1100  HISTORY     - 20010501 GOOD             NGS
 HC1100  HISTORY     - 20050730 GOOD             INDIV
 HC1100
 HC1100                          STATION DESCRIPTION
 HC1100
 HC1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1100'23.6 KM (14.65 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 HC1100'WITH STATE HIGHWAY 137 IN LICKING, THENCE 0.1 KM (0.05 MI) EAST ALONG
 HC1100'OLD U.S. HIGHWAY 63, NEAR THE NORTH EDGE OF THE EDGAR SPRINGS
 HC1100'CEMETERY, 20.8 M (68.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.7
 HC1100'M (31.8 FT) EAST OF A STONE FENCE CORNER, 7.6 M (24.9 FT) SOUTH OF
 HC1100'THE CENTER OF A GRAVELED ROAD, 1.8 M (5.9 FT) NORTH OF THE NORTH END
 HC1100'OF THE ROBERT AND ESTHER SMITH HEADSTONE, 0.7 M (2.3 FT) NORTH OF A
 HC1100'WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 HC1100'GRAVELED ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HC1100'LOGO CAP.
 HC1100
 HC1100                          STATION RECOVERY (2001)
 HC1100
 HC1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRD)
 HC1100'RECOVERED IS GOOD CONDITION.  NOTE--CHANGE--22.6 M EAST OF CENTERLINE
 HC1100'OF OLD U.S.  HWY 63 AND 67 M (219.8 FT) NORTH OF NORTH END OF THE
 HC1100'ROBERT AND ESTHER SMITH HEDSTONE.  NOTE--TOP OF LOGO CAP HAS BROKEN
 HC1100'OFF HINGES, BUT STILL IN PLACE.
 HC1100
 HC1100                          STATION RECOVERY (2005)
 HC1100
 HC1100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 HC1100'THE HINGES ON THE 5-INCH LOGO CAP ARE STILL BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1472 ***********************************************************************
 LF1472  DESIGNATION -  K 337
 LF1472  PID         -  LF1472
 LF1472  STATE/COUNTY-  MO/HOLT
 LF1472  USGS QUAD   -  KIMSEY CREEK (1981)
 LF1472
 LF1472                         *CURRENT SURVEY CONTROL
 LF1472  ___________________________________________________________________
 LF1472* NAD 83(1986)-  40 00 14.     (N)    095 12 43.     (W)     SCALED    
 LF1472* NAVD 88     -       261.269  (meters)     857.18   (feet)  ADJUSTED  
 LF1472  ___________________________________________________________________
 LF1472  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LF1472  DYNAMIC HT  -         261.123 (meters)     856.70  (feet)  COMP
 LF1472  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 LF1472
 LF1472  VERT ORDER  -  FIRST     CLASS II
 LF1472
 LF1472.The horizontal coordinates were scaled from a topographic map and have
 LF1472.an estimated accuracy of +/- 6 seconds.
 LF1472
 LF1472.The orthometric height was determined by differential leveling
 LF1472.and adjusted by the National Geodetic Survey in June 1991..
 LF1472
 LF1472.The geoid height was determined by GEOID03.
 LF1472
 LF1472.The dynamic height is computed by dividing the NAVD 88
 LF1472.geopotential number by the normal gravity value computed on the
 LF1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1472.degrees latitude (g = 980.6199 gals.).
 LF1472
 LF1472.The modeled gravity was interpolated from observed gravity values.
 LF1472
 LF1472;                    North         East    Units  Estimated Accuracy
 LF1472;SPC MO W     -   426,140.      789,210.      MT  (+/- 180 meters Scaled)
 LF1472
 LF1472                          SUPERSEDED SURVEY CONTROL
 LF1472
 LF1472.No superseded survey control is available for this station.
 LF1472
 LF1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE111305(NAD 83)
 LF1472_MARKER: I = METAL ROD
 LF1472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1472_SP_SET: STAINLESS STEEL ROD
 LF1472_STAMPING: K 337 1989
 LF1472_MARK LOGO: NGS   
 LF1472_PROJECTION: FLUSH
 LF1472_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1472+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1472_ROD/PIPE-DEPTH: 11.4 meters
 LF1472
 LF1472  HISTORY     - Date     Condition        Report By
 LF1472  HISTORY     - 1989     MONUMENTED       NGS
 LF1472
 LF1472                          STATION DESCRIPTION
 LF1472
 LF1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1472'2.9 KM (1.80 MI) NORTHWESTERLY ALONG STATE HIGHWAY 111 FROM THE POST
 LF1472'OFFICE IN FOREST CITY, 5.2 KM (3.25 MI) SOUTHEAST OF THE INTERSECTION
 LF1472'OF U.S. HIGHWAY 159, 89.2 M (292.7 FT) SOUTHEAST OF THE SOUTHWEST
 LF1472'CORNER OF A BRIDGE SPANNING KIMSEY CREEK DIVERSION, 18.2 M (59.7 FT)
 LF1472'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.6 M (5.2 FT) NORTHWEST
 LF1472'OF A UTILITY POLE WITH A GUY WIRE, 1.6 M (5.2 FT) BELOW THE LEVEL OF
 LF1472'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND
 LF1472'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1111 ***********************************************************************
 HC1111  DESIGNATION -  K 337
 HC1111  PID         -  HC1111
 HC1111  STATE/COUNTY-  MO/PHELPS
 HC1111  USGS QUAD   -  ROLLA (1992)
 HC1111
 HC1111                         *CURRENT SURVEY CONTROL
 HC1111  ___________________________________________________________________
 HC1111* NAD 83(1986)-  37 56 15.     (N)    091 46 40.     (W)     SCALED    
 HC1111* NAVD 88     -       345.004  (meters)    1131.90   (feet)  ADJUSTED  
 HC1111  ___________________________________________________________________
 HC1111  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HC1111  DYNAMIC HT  -         344.750 (meters)    1131.07  (feet)  COMP
 HC1111  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 HC1111
 HC1111  VERT ORDER  -  FIRST     CLASS II
 HC1111
 HC1111.The horizontal coordinates were scaled from a topographic map and have
 HC1111.an estimated accuracy of +/- 6 seconds.
 HC1111
 HC1111.The orthometric height was determined by differential leveling
 HC1111.and adjusted by the National Geodetic Survey in June 1991..
 HC1111
 HC1111.The geoid height was determined by GEOID03.
 HC1111
 HC1111.The dynamic height is computed by dividing the NAVD 88
 HC1111.geopotential number by the normal gravity value computed on the
 HC1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1111.degrees latitude (g = 980.6199 gals.).
 HC1111
 HC1111.The modeled gravity was interpolated from observed gravity values.
 HC1111
 HC1111;                    North         East    Units  Estimated Accuracy
 HC1111;SPC MO C     -   233,740.      563,490.      MT  (+/- 180 meters Scaled)
 HC1111
 HC1111                          SUPERSEDED SURVEY CONTROL
 HC1111
 HC1111  NGVD 29 (10/05/93)  344.957  (m)         1131.75   (f) ADJUSTED    1 2
 HC1111
 HC1111.Superseded values are not recommended for survey control.
 HC1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1111.See file dsdata.txt to determine how the superseded data were derived.
 HC1111
 HC1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB074995(NAD 83)
 HC1111_MARKER: I = METAL ROD
 HC1111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HC1111_SP_SET: STAINLESS STEEL ROD
 HC1111_STAMPING: K 337 1986
 HC1111_MARK LOGO: NGS   
 HC1111_PROJECTION: FLUSH
 HC1111_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1111_ROD/PIPE-DEPTH: 5.6  meters
 HC1111
 HC1111  HISTORY     - Date     Condition        Report By
 HC1111  HISTORY     - 1986     MONUMENTED       NGS
 HC1111
 HC1111                          STATION DESCRIPTION
 HC1111
 HC1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1111'IN ROLLA, AT 612 BISHOP AVENUE (U.S. HIGHWAY 63), 0.5 KM (0.3 MI)
 HC1111'SOUTH OF THE INTERSECTION OF STATE HIGHWAY 72, 15.0 M (49.2 FT)
 HC1111'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE ELECTRIC MOTOR WORKS
 HC1111'COMPANY AT 612 BISHOP AVENUE, 14.7 M (48.2 FT) WEST OF THE CENTERLINE
 HC1111'OF THE AVENUE, 0.7 M (2.3 FT) EAST OF UTILITY POLE NUMBER 1922, AND
 HC1111'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO DATUM
 HC1111'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2451 ***********************************************************************
 JD2451  DESIGNATION -  K 338
 JD2451  PID         -  JD2451
 JD2451  STATE/COUNTY-  MO/COLE
 JD2451  USGS QUAD   -  HARTSBURG (1981)
 JD2451
 JD2451                         *CURRENT SURVEY CONTROL
 JD2451  ___________________________________________________________________
 JD2451* NAD 83(1986)-  38 38 54.     (N)    092 18 53.     (W)     SCALED    
 JD2451* NAVD 88     -       221.092  (meters)     725.37   (feet)  ADJUSTED  
 JD2451  ___________________________________________________________________
 JD2451  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JD2451  DYNAMIC HT  -         220.946 (meters)     724.89  (feet)  COMP
 JD2451  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 JD2451
 JD2451  VERT ORDER  -  FIRST     CLASS II
 JD2451
 JD2451.The horizontal coordinates were scaled from a topographic map and have
 JD2451.an estimated accuracy of +/- 6 seconds.
 JD2451
 JD2451.The orthometric height was determined by differential leveling
 JD2451.and adjusted by the National Geodetic Survey in June 1991..
 JD2451
 JD2451.The geoid height was determined by GEOID03.
 JD2451
 JD2451.The dynamic height is computed by dividing the NAVD 88
 JD2451.geopotential number by the normal gravity value computed on the
 JD2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2451.degrees latitude (g = 980.6199 gals.).
 JD2451
 JD2451.The modeled gravity was interpolated from observed gravity values.
 JD2451
 JD2451;                    North         East    Units  Estimated Accuracy
 JD2451;SPC MO C     -   312,410.      516,130.      MT  (+/- 180 meters Scaled)
 JD2451
 JD2451                          SUPERSEDED SURVEY CONTROL
 JD2451
 JD2451.No superseded survey control is available for this station.
 JD2451
 JD2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC596779(NAD 83)
 JD2451_MARKER: I = METAL ROD
 JD2451_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JD2451+WITH SETTING: INFORMATION.
 JD2451_SP_SET: SHALLOW-SET METAL ROD
 JD2451_STAMPING: K 338 1986
 JD2451_MARK LOGO: NGS   
 JD2451_PROJECTION: FLUSH
 JD2451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2451_ROD/PIPE-DEPTH: 0.6  meters
 JD2451
 JD2451  HISTORY     - Date     Condition        Report By
 JD2451  HISTORY     - 1986     MONUMENTED       NGS
 JD2451
 JD2451                          STATION DESCRIPTION
 JD2451
 JD2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2451'12.8 KM (7.95 MI) NW FROM JEFFERSON CITY.
 JD2451'12.8 KM (7.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 179 FROM ITS
 JD2451'JUNCTION WITH U.S. HIGHWAY 50 IN JEFFERSON CITY, 45.8 M (150.3 FT)
 JD2451'EAST-SOUTHEAST OF THE EXTENDED CENTER OF COUNTY ROAD T, 9.0 M (29.5
 JD2451'FT) SOUTH OF THE HIGHWAY CENTERLINE, AND 2.0 M (6.6 FT) WEST OF A
 JD2451'STEEL YELLOW FENCE POST.  NOTE--THE ROD IS CEMENTED IN A DRILL HOLE IN
 JD2451'BEDROCK ACCESS TO WHICH IS THROUGH A 5-INCH LOGO CAP.
 JD2451'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JD2451'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1315 ***********************************************************************
 JC1315  DESIGNATION -  K 339
 JC1315  PID         -  JC1315
 JC1315  STATE/COUNTY-  MO/FRANKLIN
 JC1315  USGS QUAD   -  WASHINGTON EAST (1972)
 JC1315
 JC1315                         *CURRENT SURVEY CONTROL
 JC1315  ___________________________________________________________________
 JC1315* NAD 83(1986)-  38 30 30.     (N)    090 54 39.     (W)     SCALED    
 JC1315* NAVD 88     -       191.639  (meters)     628.74   (feet)  ADJUSTED  
 JC1315  ___________________________________________________________________
 JC1315  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JC1315  DYNAMIC HT  -         191.514 (meters)     628.33  (feet)  COMP
 JC1315  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 JC1315
 JC1315  VERT ORDER  -  FIRST     CLASS II
 JC1315
 JC1315.The horizontal coordinates were scaled from a topographic map and have
 JC1315.an estimated accuracy of +/- 6 seconds.
 JC1315
 JC1315.The orthometric height was determined by differential leveling
 JC1315.and adjusted by the National Geodetic Survey in June 1991..
 JC1315
 JC1315.The geoid height was determined by GEOID03.
 JC1315
 JC1315.The dynamic height is computed by dividing the NAVD 88
 JC1315.geopotential number by the normal gravity value computed on the
 JC1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1315.degrees latitude (g = 980.6199 gals.).
 JC1315
 JC1315.The modeled gravity was interpolated from observed gravity values.
 JC1315
 JC1315;                    North         East    Units  Estimated Accuracy
 JC1315;SPC MO E     -   296,930.      214,170.      MT  (+/- 180 meters Scaled)
 JC1315
 JC1315                          SUPERSEDED SURVEY CONTROL
 JC1315
 JC1315.No superseded survey control is available for this station.
 JC1315
 JC1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC821642(NAD 83)
 JC1315_MARKER: DB = BENCH MARK DISK
 JC1315_SETTING: 66 = SET IN ROCK OUTCROP
 JC1315_SP_SET: ROCK OUTCROP
 JC1315_STAMPING: K 339 1986
 JC1315_MARK LOGO: NGS   
 JC1315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1315+STABILITY: POSITION/ELEVATION WELL
 JC1315
 JC1315  HISTORY     - Date     Condition        Report By
 JC1315  HISTORY     - 1986     MONUMENTED       NGS
 JC1315
 JC1315                          STATION DESCRIPTION
 JC1315
 JC1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1315'9.4 KM (5.85 MI) EAST FROM WASHINGTON.
 JC1315'9.4 KM (5.85 MI) EASTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1315'WITH STATE HIGHWAY 47 IN WASHINGTON, OR 9.8 KM (6.1 MI) WESTERLY ALONG
 JC1315'STATE HIGHWAY 100 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 44 IN GRAY
 JC1315'SUMMIT, SET VERTICALLY NEAR THE CENTER OF THE NORTHWEST FACE OF THE
 JC1315'NORTHWEST 1/2 OF A 1200 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 JC1315'AND 13.0 M (42.7 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 JC1315'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0586 ***********************************************************************
 HC0586  DESIGNATION -  K 34
 HC0586  PID         -  HC0586
 HC0586  STATE/COUNTY-  MO/PHELPS
 HC0586  USGS QUAD   -  EDGAR SPRINGS (1954)
 HC0586
 HC0586                         *CURRENT SURVEY CONTROL
 HC0586  ___________________________________________________________________
 HC0586* NAD 83(1986)-  37 41 23.     (N)    091 52 11.     (W)     SCALED    
 HC0586* NAVD 88     -       366.450  (meters)    1202.26   (feet)  ADJUSTED  
 HC0586  ___________________________________________________________________
 HC0586  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HC0586  DYNAMIC HT  -         366.165 (meters)    1201.33  (feet)  COMP
 HC0586  MODELED GRAV-     979,843.3   (mgal)                       NAVD 88
 HC0586
 HC0586  VERT ORDER  -  FIRST     CLASS II
 HC0586
 HC0586.The horizontal coordinates were scaled from a topographic map and have
 HC0586.an estimated accuracy of +/- 6 seconds.
 HC0586
 HC0586.The orthometric height was determined by differential leveling
 HC0586.and adjusted by the National Geodetic Survey in June 1991..
 HC0586.WARNING-Repeat measurements at this control monument indicate possible
 HC0586.vertical movement.
 HC0586
 HC0586.Photographs are available for this station.
 HC0586
 HC0586.The geoid height was determined by GEOID03.
 HC0586
 HC0586.The dynamic height is computed by dividing the NAVD 88
 HC0586.geopotential number by the normal gravity value computed on the
 HC0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0586.degrees latitude (g = 980.6199 gals.).
 HC0586
 HC0586.The modeled gravity was interpolated from observed gravity values.
 HC0586
 HC0586;                    North         East    Units  Estimated Accuracy
 HC0586;SPC MO C     -   206,180.      555,590.      MT  (+/- 180 meters Scaled)
 HC0586
 HC0586                          SUPERSEDED SURVEY CONTROL
 HC0586
 HC0586  NGVD 29 (10/05/93)  366.363  (m)         1201.98   (f) ADJUSTED    1 2
 HC0586
 HC0586.Superseded values are not recommended for survey control.
 HC0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0586.See file dsdata.txt to determine how the superseded data were derived.
 HC0586
 HC0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB996719(NAD 83)
 HC0586_MARKER: DB = BENCH MARK DISK
 HC0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0586_SP_SET: CONCRETE POST
 HC0586_STAMPING: K 34 1934
 HC0586_MARK LOGO: CGS   
 HC0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0586+STABILITY: SURFACE MOTION
 HC0586
 HC0586  HISTORY     - Date     Condition        Report By
 HC0586  HISTORY     - 1934     MONUMENTED       CGS
 HC0586  HISTORY     - 1935     GOOD             NGS
 HC0586  HISTORY     - 1984     GOOD             NGS
 HC0586  HISTORY     - 1984     GOOD             NGS
 HC0586  HISTORY     - 19890716 GOOD             NGS
 HC0586  HISTORY     - 20010501 GOOD             NGS
 HC0586
 HC0586                          STATION DESCRIPTION
 HC0586
 HC0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0586'0.9 MI S FROM EDGAR SPRINGS.
 HC0586'0.9 MILE SOUTH ALONG U.S. HIGWAY 63 FROM EDGAR SPRINGS, PHELPS
 HC0586'COUNTY, 40 YARDS SOUTH OF POLE 2640, 45 FEET EAST OF THE CENTERLINE
 HC0586'OF THE HIGHWAY, AND 3 FEET NORTH OF A FENCE CORNER.  A STANDARD
 HC0586'DISK, STAMPED K 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0586
 HC0586                          STATION RECOVERY (1984)
 HC0586
 HC0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HC0586'1.53 KM (0.95 MI) SOUTH ALONG U.S. HIGHWAY 63, FROM THE POST OFFICE
 HC0586'IN EDGAR SPRINGS, AT THE MISSOURI HIGHWAY AND TRANSPORTATION
 HC0586'DEPARTMENT MAINTENANCE BUILDING, 12.65 MI. (41.5 FT) NORTHWEST FROM
 HC0586'THE NORTHWEST CORNER OF THE BUILDING, 12.2 M (40.FT) EAST FROM THE
 HC0586'CENTERLINE OF OLD HIGHWAY 63, 0.61 M (2.0 FT) NORTH FROM A POWERLINE
 HC0586'POLE.
 HC0586
 HC0586                          STATION RECOVERY (1984)
 HC0586
 HC0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HC0586'1.53 KM (0.95 MI) SOUTH ALONG U.S. HIGHWAY 63, FROM THE POST OFFICE
 HC0586'IN EDGAR SPRINGS, AT THE MISSOURI HIGHWAY AND TRANSPORTATION
 HC0586'DEPARTMENT MAINTENANCE BUILDING, 12.65 MI. (41.5 FT) NORTHWEST FROM
 HC0586'THE NORTHWEST CORNER OF THE BUILDING, 12.2 M (40.FT) EAST FROM THE
 HC0586'CENTERLINE OF OLD HIGHWAY 63, 0.61 M (2.0 FT) NORTH FROM A POWERLINE
 HC0586'POLE.
 HC0586
 HC0586                          STATION RECOVERY (1989)
 HC0586
 HC0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0586'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.7 KM
 HC0586'(13.5 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 HC0586'STATE HIGHWAY 137 IN LICKING, 52.5 M (172.2 FT) NORTH OF THE CENTER
 HC0586'OF THE ENTRANCE INTO THE STATE HIGHWAY MAINTENANCE YARD, 34.3 M
 HC0586'(112.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 12.6 M (41.3 FT)
 HC0586'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE MAINTENANCE BUILDING,
 HC0586'12.2 M (40.0 FT) EAST OF THE CENTERLINE OF A FRONTAGE ROAD, 0.6 M
 HC0586'(2.0 FT) NORTHWEST OF A FENCE CORNER, 0.5 M (1.6 FT) WEST OF A FENCE,
 HC0586'0.4 M (1.3 FT) NORTH OF A WITNESS POST, LEVEL WITH THE HIGHWAY, AND
 HC0586'IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 HC0586
 HC0586                          STATION RECOVERY (2001)
 HC0586
 HC0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRD)
 HC0586'FROM THE POST OFFICE IN EDGAR SPRINGS, GO SOUTH ON OLD U.S.  HWY 63,
 HC0586'FOR 0.4 MI (0.6 KM) TO A Y JUNCTION, THENCE CONTINUE 0.5 MILE (0.8 KM)
 HC0586'SOUTH ALONG OLD US HIGHWAY 63 TO MARK ON LEFT AT THE MISSOURI STATE
 HC0586'HIGHWAY ADMINISTRATION BUILDING.  37.5 FT (11.4 M) EAST OF THE
 HC0586'CENTERLINE OF OLD U.S.  HIGHWAY 63 2.0 FT (0.6 M) NORTH OF A POWER
 HC0586'POLE WITH TRANSORMER NUMBER 51814 0.8 FT (24.4 CM) WEST OF A CORNER
 HC0586'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0050 ***********************************************************************
 JE0050  DESIGNATION -  K 34
 JE0050  PID         -  JE0050
 JE0050  STATE/COUNTY-  MO/CASS
 JE0050  USGS QUAD   -  PLEASANT HILL (1990)
 JE0050
 JE0050                         *CURRENT SURVEY CONTROL
 JE0050  ___________________________________________________________________
 JE0050* NAD 83(1986)-  38 47 07.     (N)    094 16 24.     (W)     SCALED    
 JE0050* NAVD 88     -       264.062  (meters)     866.34   (feet)  ADJUSTED  
 JE0050  ___________________________________________________________________
 JE0050  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JE0050  DYNAMIC HT  -         263.884 (meters)     865.76  (feet)  COMP
 JE0050  MODELED GRAV-     979,948.2   (mgal)                       NAVD 88
 JE0050
 JE0050  VERT ORDER  -  FIRST     CLASS II
 JE0050
 JE0050.The horizontal coordinates were scaled from a topographic map and have
 JE0050.an estimated accuracy of +/- 6 seconds.
 JE0050
 JE0050.The orthometric height was determined by differential leveling
 JE0050.and adjusted by the National Geodetic Survey in June 1991..
 JE0050.WARNING-Repeat measurements at this control monument indicate possible
 JE0050.vertical movement.
 JE0050
 JE0050.The geoid height was determined by GEOID03.
 JE0050
 JE0050.The dynamic height is computed by dividing the NAVD 88
 JE0050.geopotential number by the normal gravity value computed on the
 JE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0050.degrees latitude (g = 980.6199 gals.).
 JE0050
 JE0050.The modeled gravity was interpolated from observed gravity values.
 JE0050
 JE0050;                    North         East    Units  Estimated Accuracy
 JE0050;SPC MO W     -   290,640.      869,690.      MT  (+/- 180 meters Scaled)
 JE0050
 JE0050                          SUPERSEDED SURVEY CONTROL
 JE0050
 JE0050  NGVD 29 (??/??/92)  263.957  (m)          866.00   (f) ADJ UNCH    1 2
 JE0050
 JE0050.Superseded values are not recommended for survey control.
 JE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0050.See file dsdata.txt to determine how the superseded data were derived.
 JE0050
 JE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC894937(NAD 83)
 JE0050_MARKER: DB = BENCH MARK DISK
 JE0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0050_SP_SET: CONCRETE POST
 JE0050_STAMPING: K 34 1938
 JE0050_MARK LOGO: USGS  
 JE0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0050+STABILITY: SURFACE MOTION
 JE0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0050+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 JE0050
 JE0050  HISTORY     - Date     Condition        Report By
 JE0050  HISTORY     - 1938     MONUMENTED       USGS
 JE0050  HISTORY     - 1963     GOOD             NGS
 JE0050  HISTORY     - 1981     GOOD             NGS
 JE0050  HISTORY     - 20050528 GOOD             INDIV
 JE0050
 JE0050                          STATION DESCRIPTION
 JE0050
 JE0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0050'AT PLEASANT HILL.
 JE0050'AT PLEASANT HILL, AT THE SOUTHWEST CORNER OF THE POST OFFICE
 JE0050'LAWN, 26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST
 JE0050'OFFICE, 159 FEET EAST OF THE EAST CORNER OF THE MISSOURI PACIFIC
 JE0050'RAILROAD STATION, 31 FEET EAST OF THE CENTER LINE OF SOUTH LAKE
 JE0050'STREET, 2 FEET NORTH OF THE NORTH EDGE OF AN EAST-WEST SIDEWALK,
 JE0050'1 FOOT EAST OF THE EAST EDGE OF A NORTH-SOUTH SIDEWALK, ABOUT
 JE0050'2.0 FEET ABOVE SOUTH LAKE STREET.
 JE0050
 JE0050                          STATION RECOVERY (1981)
 JE0050
 JE0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0050'RECOVERED IN GOOD CONDITION.
 JE0050
 JE0050                          STATION RECOVERY (2005)
 JE0050
 JE0050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1599 ***********************************************************************
 KE1599  DESIGNATION -  K 340
 KE1599  PID         -  KE1599
 KE1599  STATE/COUNTY-  MO/BUCHANAN
 KE1599  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE1599
 KE1599                         *CURRENT SURVEY CONTROL
 KE1599  ___________________________________________________________________
 KE1599* NAD 83(1986)-  39 43 37.     (N)    094 52 03.     (W)     SCALED    
 KE1599* NAVD 88     -       248.919  (meters)     816.66   (feet)  ADJUSTED  
 KE1599  ___________________________________________________________________
 KE1599  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KE1599  DYNAMIC HT  -         248.772 (meters)     816.18  (feet)  COMP
 KE1599  MODELED GRAV-     980,033.3   (mgal)                       NAVD 88
 KE1599
 KE1599  VERT ORDER  -  FIRST     CLASS II
 KE1599
 KE1599.The horizontal coordinates were scaled from a topographic map and have
 KE1599.an estimated accuracy of +/- 6 seconds.
 KE1599
 KE1599.The orthometric height was determined by differential leveling
 KE1599.and adjusted by the National Geodetic Survey in June 1991..
 KE1599
 KE1599.The geoid height was determined by GEOID03.
 KE1599
 KE1599.The dynamic height is computed by dividing the NAVD 88
 KE1599.geopotential number by the normal gravity value computed on the
 KE1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1599.degrees latitude (g = 980.6199 gals.).
 KE1599
 KE1599.The modeled gravity was interpolated from observed gravity values.
 KE1599
 KE1599;                    North         East    Units  Estimated Accuracy
 KE1599;SPC MO W     -   395,220.      818,500.      MT  (+/- 180 meters Scaled)
 KE1599
 KE1599                          SUPERSEDED SURVEY CONTROL
 KE1599
 KE1599.No superseded survey control is available for this station.
 KE1599
 KE1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD399991(NAD 83)
 KE1599_MARKER: I = METAL ROD
 KE1599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1599_SP_SET: STAINLESS STEEL ROD
 KE1599_STAMPING: K 340 1989
 KE1599_MARK LOGO: NGS   
 KE1599_PROJECTION: FLUSH
 KE1599_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1599+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 KE1599_ROD/PIPE-DEPTH: 24.2 meters
 KE1599
 KE1599  HISTORY     - Date     Condition        Report By
 KE1599  HISTORY     - 1989     MONUMENTED       NGS
 KE1599  HISTORY     - 20060506 GOOD             GEOCAC
 KE1599
 KE1599                          STATION DESCRIPTION
 KE1599
 KE1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1599'0.1 KM (0.05 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 759 FROM ITS
 KE1599'JUNCTION WITH LAKE ROAD IN ST JOSEPH, 13.2 M (43.3 FT) SOUTHEAST OF
 KE1599'THE CENTER OF THE HIGHWAY, 3.9 M (12.8 FT) NORTHEAST OF THE NEAR RAIL
 KE1599'OF A BURLINGTON NORTHERN RAILROAD SPUR LINE, 1.3 M (4.3 FT) NORTHEAST
 KE1599'OF A SECURITY FENCE CORNER, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS
 KE1599'POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 KE1599'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1599
 KE1599                          STATION RECOVERY (2006)
 KE1599
 KE1599'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1599'THE LOGO CAP IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 KE1599'HH2 N39 43 37.1 W94 52 02.9 (NAD83)
 KE1599' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1759 ***********************************************************************
 JC1759  DESIGNATION -  K 340
 JC1759  PID         -  JC1759
 JC1759  STATE/COUNTY-  MO/OSAGE
 JC1759  USGS QUAD   -  WESTPHALIA EAST (1981)
 JC1759
 JC1759                         *CURRENT SURVEY CONTROL
 JC1759  ___________________________________________________________________
 JC1759* NAD 83(1986)-  38 22 44.     (N)    091 56 05.     (W)     SCALED    
 JC1759* NAVD 88     -       259.373  (meters)     850.96   (feet)  ADJUSTED  
 JC1759  ___________________________________________________________________
 JC1759  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JC1759  DYNAMIC HT  -         259.192 (meters)     850.37  (feet)  COMP
 JC1759  MODELED GRAV-     979,927.6   (mgal)                       NAVD 88
 JC1759
 JC1759  VERT ORDER  -  FIRST     CLASS II
 JC1759
 JC1759.The horizontal coordinates were scaled from a topographic map and have
 JC1759.an estimated accuracy of +/- 6 seconds.
 JC1759
 JC1759.The orthometric height was determined by differential leveling
 JC1759.and adjusted by the National Geodetic Survey in June 1991..
 JC1759
 JC1759.The geoid height was determined by GEOID03.
 JC1759
 JC1759.The dynamic height is computed by dividing the NAVD 88
 JC1759.geopotential number by the normal gravity value computed on the
 JC1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1759.degrees latitude (g = 980.6199 gals.).
 JC1759
 JC1759.The modeled gravity was interpolated from observed gravity values.
 JC1759
 JC1759;                    North         East    Units  Estimated Accuracy
 JC1759;SPC MO C     -   282,640.      549,390.      MT  (+/- 180 meters Scaled)
 JC1759
 JC1759                          SUPERSEDED SURVEY CONTROL
 JC1759
 JC1759  NGVD 29 (10/05/93)  259.347  (m)          850.87   (f) ADJUSTED    1 2
 JC1759
 JC1759.Superseded values are not recommended for survey control.
 JC1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1759.See file dsdata.txt to determine how the superseded data were derived.
 JC1759
 JC1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC930483(NAD 83)
 JC1759_MARKER: I = METAL ROD
 JC1759_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1759+WITH SETTING: INFORMATION.
 JC1759_SP_SET: METAL ROD DRIVEN INTO GROUND
 JC1759_STAMPING: K 340 1986
 JC1759_MARK LOGO: NGS   
 JC1759_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1759
 JC1759  HISTORY     - Date     Condition        Report By
 JC1759  HISTORY     - 1986     MONUMENTED       NGS
 JC1759
 JC1759                          STATION DESCRIPTION
 JC1759
 JC1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1759'10.4 KM (6.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC1759'WITH COUNTY ROAD 511 IN WESTPHALIA, A METAL ROD DRIVEN 0.8 M AND
 JC1759'FLUSH WITH GROUND, 22.0 M (72.2 FT) SOUTHWEST OF THE CENTER OF THE
 JC1759'WEST HEADWALL OF A BOX CULVERT, 14.9 M (48.9 FT) WEST OF THE
 JC1759'CENTERLINE OF THE HIGHWAY, 8.5 M (27.9 FT) WEST OF THE SOUTH END OF
 JC1759'AN 18-INCH PIPE CULVERT, 7.8 M (25.6 FT) SOUTH OF THE CENTER OF A
 JC1759'DRIVEWAY LEADING WEST TO THE REDELS RESIDENCE, 0.6 M (2.0 FT) ABOVE
 JC1759'THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.
 JC1759'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1614 ***********************************************************************
 KE1614  DESIGNATION -  K 341
 KE1614  PID         -  KE1614
 KE1614  STATE/COUNTY-  MO/PLATTE
 KE1614  USGS QUAD   -  WESTON (1984)
 KE1614
 KE1614                         *CURRENT SURVEY CONTROL
 KE1614  ___________________________________________________________________
 KE1614* NAD 83(1986)-  39 28 30.     (N)    094 59 04.     (W)     SCALED    
 KE1614* NAVD 88     -       244.097  (meters)     800.84   (feet)  ADJUSTED  
 KE1614  ___________________________________________________________________
 KE1614  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KE1614  DYNAMIC HT  -         243.946 (meters)     800.35  (feet)  COMP
 KE1614  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 KE1614
 KE1614  VERT ORDER  -  FIRST     CLASS II
 KE1614
 KE1614.The horizontal coordinates were scaled from a topographic map and have
 KE1614.an estimated accuracy of +/- 6 seconds.
 KE1614
 KE1614.The orthometric height was determined by differential leveling
 KE1614.and adjusted by the National Geodetic Survey in June 1991..
 KE1614
 KE1614.The geoid height was determined by GEOID03.
 KE1614
 KE1614.The dynamic height is computed by dividing the NAVD 88
 KE1614.geopotential number by the normal gravity value computed on the
 KE1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1614.degrees latitude (g = 980.6199 gals.).
 KE1614
 KE1614.The modeled gravity was interpolated from observed gravity values.
 KE1614
 KE1614;                    North         East    Units  Estimated Accuracy
 KE1614;SPC MO W     -   367,290.      808,320.      MT  (+/- 180 meters Scaled)
 KE1614
 KE1614                          SUPERSEDED SURVEY CONTROL
 KE1614
 KE1614.No superseded survey control is available for this station.
 KE1614
 KE1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD293713(NAD 83)
 KE1614_MARKER: DV = VERTICAL CONTROL DISK
 KE1614_SETTING: 66 = SET IN ROCK OUTCROP
 KE1614_SP_SET: IN A DRILL HOLE IN BEDROCK
 KE1614_STAMPING: K 341 1989
 KE1614_MARK LOGO: NGS   
 KE1614_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1614+STABILITY: POSITION/ELEVATION WELL
 KE1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1614+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1614
 KE1614  HISTORY     - Date     Condition        Report By
 KE1614  HISTORY     - 1989     MONUMENTED       NGS
 KE1614
 KE1614                          STATION DESCRIPTION
 KE1614
 KE1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1614'IN IATAN, AT THE INTERSECTION OF LEVEE AND YAWOI, IN THE NORTH CORNER
 KE1614'OF A 13 BY 15 FOOT AREA OF OUTCROPPING BEDROCK, AT THE NORTHEAST EDGE
 KE1614'OF LEVEE, 39.1 M (128.3 FT) NORTHWEST OF THE EXTENDED CENTER OF
 KE1614'YAWOI, 15.1 M (49.5 FT) SOUTHWEST OF THE CORNER OF A GARAGE, 2.8 M
 KE1614'(9.2 FT) NORTHEAST OF THE CENTER OF LEVEE, 0.3 M (1.0 FT) SOUTHWEST
 KE1614'OF A WITNESS POST, AND LEVEL WITH LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1455 ***********************************************************************
 LF1455  DESIGNATION -  K 342
 LF1455  PID         -  LF1455
 LF1455  STATE/COUNTY-  MO/ATCHISON
 LF1455  USGS QUAD   -  LANGDON (1984)
 LF1455
 LF1455                         *CURRENT SURVEY CONTROL
 LF1455  ___________________________________________________________________
 LF1455* NAD 83(1986)-  40 21 28.     (N)    095 34 45.     (W)     SCALED    
 LF1455* NAVD 88     -       271.405  (meters)     890.43   (feet)  ADJUSTED  
 LF1455  ___________________________________________________________________
 LF1455  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LF1455  DYNAMIC HT  -         271.261 (meters)     889.96  (feet)  COMP
 LF1455  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 LF1455
 LF1455  VERT ORDER  -  FIRST     CLASS II
 LF1455
 LF1455.The horizontal coordinates were scaled from a topographic map and have
 LF1455.an estimated accuracy of +/- 6 seconds.
 LF1455
 LF1455.The orthometric height was determined by differential leveling
 LF1455.and adjusted by the National Geodetic Survey in June 1991..
 LF1455
 LF1455.The geoid height was determined by GEOID03.
 LF1455
 LF1455.The dynamic height is computed by dividing the NAVD 88
 LF1455.geopotential number by the normal gravity value computed on the
 LF1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1455.degrees latitude (g = 980.6199 gals.).
 LF1455
 LF1455.The modeled gravity was interpolated from observed gravity values.
 LF1455
 LF1455;                    North         East    Units  Estimated Accuracy
 LF1455;SPC MO W     -   465,750.      758,330.      MT  (+/- 180 meters Scaled)
 LF1455
 LF1455                          SUPERSEDED SURVEY CONTROL
 LF1455
 LF1455.No superseded survey control is available for this station.
 LF1455
 LF1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE809706(NAD 83)
 LF1455_MARKER: I = METAL ROD
 LF1455_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1455_SP_SET: STAINLESS STEEL ROD
 LF1455_STAMPING: K 342 1989
 LF1455_MARK LOGO: NGS   
 LF1455_PROJECTION: FLUSH
 LF1455_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1455+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1455_ROD/PIPE-DEPTH: 26.6 meters
 LF1455
 LF1455  HISTORY     - Date     Condition        Report By
 LF1455  HISTORY     - 1989     MONUMENTED       NGS
 LF1455
 LF1455                          STATION DESCRIPTION
 LF1455
 LF1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1455'IN LANGDON, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 LF1455'AND STATE HIGHWAY E, 14.9 M (48.9 FT) NORTHEAST OF THE NEAR RAIL,
 LF1455'11.9 M (39.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.0 M
 LF1455'(3.3 FT) NORTHWEST OF THE SOUTHEAST END OF A FENCE LINE AND A
 LF1455'CONCRETE FENCE POST, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO DATUM
 LF1455'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1482 ***********************************************************************
 HD1482  DESIGNATION -  K 343
 HD1482  PID         -  HD1482
 HD1482  STATE/COUNTY-  MO/GREENE
 HD1482  USGS QUAD   -  SPRINGFIELD (1975)
 HD1482
 HD1482                         *CURRENT SURVEY CONTROL
 HD1482  ___________________________________________________________________
 HD1482* NAD 83(1986)-  37 12 41.     (N)    093 20 07.     (W)     SCALED    
 HD1482* NAVD 88     -       390.112  (meters)    1279.89   (feet)  ADJUSTED  
 HD1482  ___________________________________________________________________
 HD1482  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HD1482  DYNAMIC HT  -         389.798 (meters)    1278.86  (feet)  COMP
 HD1482  MODELED GRAV-     979,813.1   (mgal)                       NAVD 88
 HD1482
 HD1482  VERT ORDER  -  FIRST     CLASS II
 HD1482
 HD1482.The horizontal coordinates were scaled from a topographic map and have
 HD1482.an estimated accuracy of +/- 6 seconds.
 HD1482
 HD1482.The orthometric height was determined by differential leveling
 HD1482.and adjusted by the National Geodetic Survey in June 1991..
 HD1482
 HD1482.The geoid height was determined by GEOID03.
 HD1482
 HD1482.The dynamic height is computed by dividing the NAVD 88
 HD1482.geopotential number by the normal gravity value computed on the
 HD1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1482.degrees latitude (g = 980.6199 gals.).
 HD1482
 HD1482.The modeled gravity was interpolated from observed gravity values.
 HD1482
 HD1482;                    North         East    Units  Estimated Accuracy
 HD1482;SPC MO C     -   153,240.      425,860.      MT  (+/- 180 meters Scaled)
 HD1482
 HD1482                          SUPERSEDED SURVEY CONTROL
 HD1482
 HD1482  NGVD 29 (10/05/93)  389.965  (m)         1279.41   (f) ADJUSTED    1 2
 HD1482
 HD1482.Superseded values are not recommended for survey control.
 HD1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1482.See file dsdata.txt to determine how the superseded data were derived.
 HD1482
 HD1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB702183(NAD 83)
 HD1482_MARKER: I = METAL ROD
 HD1482_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1482+WITH SETTING: INFORMATION.
 HD1482_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1482_STAMPING: K 343 1989
 HD1482_MARK LOGO: NGS   
 HD1482_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1482+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1482
 HD1482  HISTORY     - Date     Condition        Report By
 HD1482  HISTORY     - 1989     MONUMENTED       NGS
 HD1482
 HD1482                          STATION DESCRIPTION
 HD1482
 HD1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1482'IN SPRINGFIELD, AT THE INTERSECTION OF WEST CHESTNUT EXPRESSWAY AND
 HD1482'NORTH GLENN AVENUE, A METAL ROD DRIVEN TO REFUSAL AT 1.3 M AND FLUSH
 HD1482'WITH THE GROUND, 46.1 M (151.2 FT) SOUTH OF CENTERLINE OF THE
 HD1482'EXPRESSWAY, 10.5 M (34.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HD1482'B AND J TAVERN AT 2904 WEST CHESTNUT EXPRESSWAY, 6.2 M (20.3 FT) WEST
 HD1482'OF THE CENTER OF THE AVENUE, 0.9 M (3.0 FT) SOUTH OF A UTILITY POLE,
 HD1482'AND LEVEL WITH THE AVENUE.  NOTE--ACCESS TO DATUM POINT IS HAD
 HD1482'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1499 ***********************************************************************
 HD1499  DESIGNATION -  K 344
 HD1499  PID         -  HD1499
 HD1499  STATE/COUNTY-  MO/CHRISTIAN
 HD1499  USGS QUAD   -  BILLINGS (1975)
 HD1499
 HD1499                         *CURRENT SURVEY CONTROL
 HD1499  ___________________________________________________________________
 HD1499* NAD 83(1986)-  37 04 36.     (N)    093 32 14.     (W)     SCALED    
 HD1499* NAVD 88     -       420.034  (meters)    1378.06   (feet)  ADJUSTED  
 HD1499  ___________________________________________________________________
 HD1499  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 HD1499  DYNAMIC HT  -         419.687 (meters)    1376.92  (feet)  COMP
 HD1499  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 HD1499
 HD1499  VERT ORDER  -  FIRST     CLASS II
 HD1499
 HD1499.The horizontal coordinates were scaled from a topographic map and have
 HD1499.an estimated accuracy of +/- 6 seconds.
 HD1499
 HD1499.The orthometric height was determined by differential leveling
 HD1499.and adjusted by the National Geodetic Survey in June 1991..
 HD1499
 HD1499.The geoid height was determined by GEOID03.
 HD1499
 HD1499.The dynamic height is computed by dividing the NAVD 88
 HD1499.geopotential number by the normal gravity value computed on the
 HD1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1499.degrees latitude (g = 980.6199 gals.).
 HD1499
 HD1499.The modeled gravity was interpolated from observed gravity values.
 HD1499
 HD1499;                    North         East    Units  Estimated Accuracy
 HD1499;SPC MO C     -   138,460.      407,770.      MT  (+/- 180 meters Scaled)
 HD1499
 HD1499                          SUPERSEDED SURVEY CONTROL
 HD1499
 HD1499  NGVD 29 (10/05/93)  419.872  (m)         1377.53   (f) ADJUSTED    1 2
 HD1499
 HD1499.Superseded values are not recommended for survey control.
 HD1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1499.See file dsdata.txt to determine how the superseded data were derived.
 HD1499
 HD1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB522035(NAD 83)
 HD1499_MARKER: I = METAL ROD
 HD1499_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1499+WITH SETTING: INFORMATION.
 HD1499_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1499_STAMPING: K 344 1989
 HD1499_MARK LOGO: NGS   
 HD1499_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1499+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1499
 HD1499  HISTORY     - Date     Condition        Report By
 HD1499  HISTORY     - 1989     MONUMENTED       NGS
 HD1499
 HD1499                          STATION DESCRIPTION
 HD1499
 HD1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1499'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1499'WITH STATE HIGHWAY 14 IN BILLINGS, A METAL ROD DRIVEN TO REFUSAL AT
 HD1499'2.2 M AND FLUSH WITH GROUND, 31.9 M (104.7 FT) SOUTHEAST OF THE
 HD1499'CENTERLINE OF THE HIGHWAY, 10.1 M (33.1 FT) SOUTHWEST OF THE CENTER
 HD1499'OF FARM ROAD 606B, 4.3 M (14.1 FT) SOUTHEAST OF A FENCE CORNER, 0.3 M
 HD1499'(1.0 FT) NORTHEAST OF A FENCE CORNER, 0.3 M (1.0 FT) NORTHEAST OF A
 HD1499'WITNESS POST AND FENCE, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO
 HD1499'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1646 ***********************************************************************
 KE1646  DESIGNATION -  K 345
 KE1646  PID         -  KE1646
 KE1646  STATE/COUNTY-  MO/PLATTE
 KE1646  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1646
 KE1646                         *CURRENT SURVEY CONTROL
 KE1646  ___________________________________________________________________
 KE1646* NAD 83(1986)-  39 09 39.     (N)    094 35 23.     (W)     SCALED    
 KE1646* NAVD 88     -       233.257  (meters)     765.28   (feet)  ADJUSTED  
 KE1646  ___________________________________________________________________
 KE1646  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE1646  DYNAMIC HT  -         233.107 (meters)     764.79  (feet)  COMP
 KE1646  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 KE1646
 KE1646  VERT ORDER  -  FIRST     CLASS II
 KE1646
 KE1646.The horizontal coordinates were scaled from a topographic map and have
 KE1646.an estimated accuracy of +/- 6 seconds.
 KE1646
 KE1646.The orthometric height was determined by differential leveling
 KE1646.and adjusted by the National Geodetic Survey in June 1991..
 KE1646
 KE1646.The geoid height was determined by GEOID03.
 KE1646
 KE1646.The dynamic height is computed by dividing the NAVD 88
 KE1646.geopotential number by the normal gravity value computed on the
 KE1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1646.degrees latitude (g = 980.6199 gals.).
 KE1646
 KE1646.The modeled gravity was interpolated from observed gravity values.
 KE1646
 KE1646;                    North         East    Units  Estimated Accuracy
 KE1646;SPC MO W     -   332,310.      842,250.      MT  (+/- 180 meters Scaled)
 KE1646
 KE1646                          SUPERSEDED SURVEY CONTROL
 KE1646
 KE1646.No superseded survey control is available for this station.
 KE1646
 KE1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD626358(NAD 83)
 KE1646_MARKER: DV = VERTICAL CONTROL DISK
 KE1646_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1646_SP_SET: PIER
 KE1646_STAMPING: K 345 1989
 KE1646_MARK LOGO: NGS   
 KE1646_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1646+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2005
 KE1646
 KE1646  HISTORY     - Date     Condition        Report By
 KE1646  HISTORY     - 1989     MONUMENTED       NGS
 KE1646  HISTORY     - 20050703 GOOD             GEOCAC
 KE1646
 KE1646                          STATION DESCRIPTION
 KE1646
 KE1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1646'3.2 KM (2.00 MI) EASTERLY ALONG STATE HIGHWAY 9 FROM ITS JUNCTION
 KE1646'WITH INTERSTATE HIGHWAY 635 IN NORTH KANSAS CITY, SET VERTICALLY IN
 KE1646'THE SOUTH FACE OF THE MOST WESTERLY 1 OF 6 COLUMNS OF THE FIRST PIER
 KE1646'SOUTH OF THE NORTH ABUTMENT OF HIGHWAY BRIDGE NUMBER A-1605R, 17.2 M
 KE1646'(56.4 FT) WEST OF THE CENTER OF THE BRIDGE, 10.0 NORTH OF THE CENTER
 KE1646'OF THE WESTBOUND LANES OF THE HIGHWAY, AND 1.7 M (5.6 FT) ABOVE THE
 KE1646'LEVEL OF THE HIGHWAY.
 KE1646
 KE1646                          STATION RECOVERY (2005)
 KE1646
 KE1646'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1646'THIS IS LOCATED IN CLAY COUNTY, NOT PLATTE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1431 ***********************************************************************
 HD1431  DESIGNATION -  K 346
 HD1431  PID         -  HD1431
 HD1431  STATE/COUNTY-  MO/WRIGHT
 HD1431  USGS QUAD   -  NORWOOD (1985)
 HD1431
 HD1431                         *CURRENT SURVEY CONTROL
 HD1431  ___________________________________________________________________
 HD1431* NAD 83(1986)-  37 07 04.     (N)    092 23 35.     (W)     SCALED    
 HD1431* NAVD 88     -       449.217  (meters)    1473.81   (feet)  ADJUSTED  
 HD1431  ___________________________________________________________________
 HD1431  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HD1431  DYNAMIC HT  -         448.846 (meters)    1472.59  (feet)  COMP
 HD1431  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 HD1431
 HD1431  VERT ORDER  -  FIRST     CLASS II
 HD1431
 HD1431.The horizontal coordinates were scaled from a topographic map and have
 HD1431.an estimated accuracy of +/- 6 seconds.
 HD1431
 HD1431.The orthometric height was determined by differential leveling
 HD1431.and adjusted by the National Geodetic Survey in June 1991..
 HD1431
 HD1431.The geoid height was determined by GEOID03.
 HD1431
 HD1431.The dynamic height is computed by dividing the NAVD 88
 HD1431.geopotential number by the normal gravity value computed on the
 HD1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1431.degrees latitude (g = 980.6199 gals.).
 HD1431
 HD1431.The modeled gravity was interpolated from observed gravity values.
 HD1431
 HD1431;                    North         East    Units  Estimated Accuracy
 HD1431;SPC MO C     -   142,530.      509,500.      MT  (+/- 180 meters Scaled)
 HD1431
 HD1431                          SUPERSEDED SURVEY CONTROL
 HD1431
 HD1431  NGVD 29 (10/05/93)  449.056  (m)         1473.28   (f) ADJUSTED    1 2
 HD1431
 HD1431.Superseded values are not recommended for survey control.
 HD1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1431.See file dsdata.txt to determine how the superseded data were derived.
 HD1431
 HD1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB539081(NAD 83)
 HD1431_MARKER: I = METAL ROD
 HD1431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1431_SP_SET: STAINLESS STEEL ROD
 HD1431_STAMPING: K 346 1989
 HD1431_MARK LOGO: NGS   
 HD1431_PROJECTION: FLUSH
 HD1431_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1431+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1431_ROD/PIPE-DEPTH: 5.9  meters
 HD1431
 HD1431  HISTORY     - Date     Condition        Report By
 HD1431  HISTORY     - 1989     MONUMENTED       NGS
 HD1431
 HD1431                          STATION DESCRIPTION
 HD1431
 HD1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1431'2.3 KM (1.45 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1431'WITH COUNTY ROAD C IN NORWOOD, 54.7 M (179.5 FT) NORTH OF THE
 HD1431'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 50.7 M (166.3 FT)
 HD1431'WEST OF THE CENTER OF A DRIVEWAY, 43.7 M (143.4 FT) EAST OF A FENCE
 HD1431'CORNER, 16.4 M (53.8 FT) NORTH OF THE CENTER OF A FRONTAGE ROAD, 2.3
 HD1431'M (7.5 FT) WEST OF A FENCE CORNER, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 HD1431'THE PAVED ROAD, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M
 HD1431'(1.0 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 HD1431'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1455 ***********************************************************************
 HD1455  DESIGNATION -  K 347
 HD1455  PID         -  HD1455
 HD1455  STATE/COUNTY-  MO/WEBSTER
 HD1455  USGS QUAD   -  FORDLAND (1982)
 HD1455
 HD1455                         *CURRENT SURVEY CONTROL
 HD1455  ___________________________________________________________________
 HD1455* NAD 83(1986)-  37 09 31.     (N)    092 55 07.     (W)     SCALED    
 HD1455* NAVD 88     -       501.896  (meters)    1646.64   (feet)  ADJUSTED  
 HD1455  ___________________________________________________________________
 HD1455  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HD1455  DYNAMIC HT  -         501.486 (meters)    1645.29  (feet)  COMP
 HD1455  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 HD1455
 HD1455  VERT ORDER  -  FIRST     CLASS II
 HD1455
 HD1455.The horizontal coordinates were scaled from a topographic map and have
 HD1455.an estimated accuracy of +/- 6 seconds.
 HD1455
 HD1455.The orthometric height was determined by differential leveling
 HD1455.and adjusted by the National Geodetic Survey in June 1991..
 HD1455
 HD1455.The geoid height was determined by GEOID03.
 HD1455
 HD1455.The dynamic height is computed by dividing the NAVD 88
 HD1455.geopotential number by the normal gravity value computed on the
 HD1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1455.degrees latitude (g = 980.6199 gals.).
 HD1455
 HD1455.The modeled gravity was interpolated from observed gravity values.
 HD1455
 HD1455;                    North         East    Units  Estimated Accuracy
 HD1455;SPC MO C     -   147,140.      462,820.      MT  (+/- 180 meters Scaled)
 HD1455
 HD1455                          SUPERSEDED SURVEY CONTROL
 HD1455
 HD1455  NGVD 29 (10/05/93)  501.735  (m)         1646.11   (f) ADJUSTED    1 2
 HD1455
 HD1455.Superseded values are not recommended for survey control.
 HD1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1455.See file dsdata.txt to determine how the superseded data were derived.
 HD1455
 HD1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB072124(NAD 83)
 HD1455_MARKER: I = METAL ROD
 HD1455_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HD1455+WITH SETTING: INFORMATION.
 HD1455_SP_SET: METAL ROD DRIVEN INTO GROUND
 HD1455_STAMPING: K 347 1989
 HD1455_MARK LOGO: NGS   
 HD1455_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1455+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1455
 HD1455  HISTORY     - Date     Condition        Report By
 HD1455  HISTORY     - 1989     MONUMENTED       NGS
 HD1455
 HD1455                          STATION DESCRIPTION
 HD1455
 HD1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1455'1.4 KM (0.85 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1455'WITH COUNTY ROAD PP IN FORDLAND, A METAL ROD DRIVEN TO REFUSAL AT 1.9
 HD1455'M AND FLUSH WITH THE GROUND, 53.9 M (176.8 FT) SOUTH OF THE
 HD1455'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 22.2 M (72.8 FT)
 HD1455'SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 8.9 M
 HD1455'(29.2 FT) EAST OF THE CENTERLINE OF COUNTY ROAD Z, 0.3 M (1.0 FT)
 HD1455'WEST OF A WITNESS POST AND FENCE, AND LEVEL WITH THE ROAD.
 HD1455'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0963 ***********************************************************************
 GF0963  DESIGNATION -  K 348
 GF0963  PID         -  GF0963
 GF0963  STATE/COUNTY-  MO/BARRY
 GF0963  USGS QUAD   -  MONETT (1972)
 GF0963
 GF0963                         *CURRENT SURVEY CONTROL
 GF0963  ___________________________________________________________________
 GF0963* NAD 83(1986)-  36 54 49.     (N)    093 54 32.     (W)     SCALED    
 GF0963* NAVD 88     -       408.829  (meters)    1341.30   (feet)  ADJUSTED  
 GF0963  ___________________________________________________________________
 GF0963  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GF0963  DYNAMIC HT  -         408.484 (meters)    1340.17  (feet)  COMP
 GF0963  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GF0963
 GF0963  VERT ORDER  -  FIRST     CLASS II
 GF0963
 GF0963.The horizontal coordinates were scaled from a topographic map and have
 GF0963.an estimated accuracy of +/- 6 seconds.
 GF0963
 GF0963.The orthometric height was determined by differential leveling
 GF0963.and adjusted by the National Geodetic Survey in June 1991..
 GF0963
 GF0963.The geoid height was determined by GEOID03.
 GF0963
 GF0963.The dynamic height is computed by dividing the NAVD 88
 GF0963.geopotential number by the normal gravity value computed on the
 GF0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0963.degrees latitude (g = 980.6199 gals.).
 GF0963
 GF0963.The modeled gravity was interpolated from observed gravity values.
 GF0963
 GF0963;                    North         East    Units  Estimated Accuracy
 GF0963;SPC MO W     -    83,050.      902,670.      MT  (+/- 180 meters Scaled)
 GF0963
 GF0963                          SUPERSEDED SURVEY CONTROL
 GF0963
 GF0963  NGVD 29 (10/05/93)  408.664  (m)         1340.76   (f) ADJUSTED    1 2
 GF0963
 GF0963.Superseded values are not recommended for survey control.
 GF0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0963.See file dsdata.txt to determine how the superseded data were derived.
 GF0963
 GF0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA190856(NAD 83)
 GF0963_MARKER: I = METAL ROD
 GF0963_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GF0963_SP_SET: STAINLESS STEEL ROD
 GF0963_STAMPING: K 348 1989
 GF0963_MARK LOGO: NGS   
 GF0963_PROJECTION: FLUSH
 GF0963_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0963+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GF0963_ROD/PIPE-DEPTH: 3.1  meters
 GF0963
 GF0963  HISTORY     - Date     Condition        Report By
 GF0963  HISTORY     - 1989     MONUMENTED       NGS
 GF0963
 GF0963                          STATION DESCRIPTION
 GF0963
 GF0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0963'0.5 KM (0.30 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 GF0963'WITH KYLER STREET IN MONETT, 107.0 M (351.0 FT) EAST OF THE CENTER OF
 GF0963'A DRIVEWAY LEADING SOUTH INTO A MOBILE HOME PARK, 23.1 M (75.8 FT)
 GF0963'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.2 M (33.5 FT) SOUTHWEST OF
 GF0963'THE CENTER OF A DRIVE, 8.5 M (27.9 FT) SOUTH OF THE CENTER OF THE
 GF0963'WEST END OF A CONCRETE DRAIN PIPE, 1.4 M (4.6 FT) EAST OF A UTILITY
 GF0963'POLE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 GF0963'FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 GF0963'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0983 ***********************************************************************
 GF0983  DESIGNATION -  K 349
 GF0983  PID         -  GF0983
 GF0983  STATE/COUNTY-  MO/BARRY
 GF0983  USGS QUAD   -  EXETER (1974)
 GF0983
 GF0983                         *CURRENT SURVEY CONTROL
 GF0983  ___________________________________________________________________
 GF0983* NAD 83(1986)-  36 39 01.     (N)    093 53 53.     (W)     SCALED    
 GF0983* NAVD 88     -       412.610  (meters)    1353.70   (feet)  ADJUSTED  
 GF0983  ___________________________________________________________________
 GF0983  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GF0983  DYNAMIC HT  -         412.252 (meters)    1352.53  (feet)  COMP
 GF0983  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 GF0983
 GF0983  VERT ORDER  -  FIRST     CLASS II
 GF0983
 GF0983.The horizontal coordinates were scaled from a topographic map and have
 GF0983.an estimated accuracy of +/- 6 seconds.
 GF0983
 GF0983.The orthometric height was determined by differential leveling
 GF0983.and adjusted by the National Geodetic Survey in June 1991..
 GF0983
 GF0983.The geoid height was determined by GEOID03.
 GF0983
 GF0983.The dynamic height is computed by dividing the NAVD 88
 GF0983.geopotential number by the normal gravity value computed on the
 GF0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0983.degrees latitude (g = 980.6199 gals.).
 GF0983
 GF0983.The modeled gravity was interpolated from observed gravity values.
 GF0983
 GF0983;                    North         East    Units  Estimated Accuracy
 GF0983;SPC MO W     -    53,830.      903,820.      MT  (+/- 180 meters Scaled)
 GF0983
 GF0983                          SUPERSEDED SURVEY CONTROL
 GF0983
 GF0983  NGVD 29 (10/05/93)  412.446  (m)         1353.17   (f) ADJUSTED    1 2
 GF0983
 GF0983.Superseded values are not recommended for survey control.
 GF0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0983.See file dsdata.txt to determine how the superseded data were derived.
 GF0983
 GF0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA197564(NAD 83)
 GF0983_MARKER: DV = VERTICAL CONTROL DISK
 GF0983_SETTING: 66 = SET IN ROCK OUTCROP
 GF0983_SP_SET: IN A DRILL HOLE IN BEDROCK
 GF0983_STAMPING: K 349 1989
 GF0983_MARK LOGO: NGS   
 GF0983_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0983+STABILITY: POSITION/ELEVATION WELL
 GF0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0983+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 GF0983
 GF0983  HISTORY     - Date     Condition        Report By
 GF0983  HISTORY     - 1989     MONUMENTED       NGS
 GF0983  HISTORY     - 20020917 GOOD             GEOCAC
 GF0983
 GF0983                          STATION DESCRIPTION
 GF0983
 GF0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0983'2.3 KM (1.45 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 GF0983'WITH STATE HIGHWAYS 76 AND 86 IN CASSVILLE, IN A 4 BY 12 FOOT AREA OF
 GF0983'OUTCROPPING BEDROCK, 16.1 M (52.8 FT) SOUTHEAST OF THE CENTERLINE OF
 GF0983'THE HIGHWAY, 8.2 M (26.9 FT) SOUTHWEST OF A GUY WIRE ANCHOR, 6.1 M
 GF0983'(20.0 FT) SOUTHEAST OF UTILITY POLE NUMBER 4D22, 3.2 M (10.5 FT)
 GF0983'BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF THE SOUTH
 GF0983'EDGE OF THE OUTCROP.
 GF0983
 GF0983                          STATION RECOVERY (2002)
 GF0983
 GF0983'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1310 ***********************************************************************
 JD1310  DESIGNATION -  K 35
 JD1310  PID         -  JD1310
 JD1310  STATE/COUNTY-  MO/BENTON
 JD1310  USGS QUAD   -  WARSAW EAST (1982)
 JD1310
 JD1310                         *CURRENT SURVEY CONTROL
 JD1310  ___________________________________________________________________
 JD1310* NAD 83(1997)-  38 12 11.32819(N)    093 19 21.73885(W)     ADJUSTED  
 JD1310* NAVD 88     -       292.513  (meters)     959.69   (feet)  ADJUSTED  
 JD1310  ___________________________________________________________________
 JD1310  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 JD1310  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JD1310  DYNAMIC HT  -         292.304 (meters)     959.00  (feet)  COMP
 JD1310  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 JD1310
 JD1310  HORZ ORDER  -  SECOND
 JD1310  VERT ORDER  -  SECOND    CLASS 0
 JD1310
 JD1310.The horizontal coordinates were established by classical geodetic methods
 JD1310.and adjusted by the National Geodetic Survey in February 2000..
 JD1310
 JD1310.The orthometric height was determined by differential leveling
 JD1310.and adjusted by the National Geodetic Survey in June 1991..
 JD1310
 JD1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1310
 JD1310.The geoid height was determined by GEOID03.
 JD1310
 JD1310.The dynamic height is computed by dividing the NAVD 88
 JD1310.geopotential number by the normal gravity value computed on the
 JD1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1310.degrees latitude (g = 980.6199 gals.).
 JD1310
 JD1310.The modeled gravity was interpolated from observed gravity values.
 JD1310
 JD1310;                    North         East     Units Scale Factor Converg.
 JD1310;SPC MO C     -   263,299.638   427,943.780   MT  0.99999726   -0 30 31.8
 JD1310;SPC MO W     -   226,652.818   953,114.454   MT  1.00007208   +0 43 41.4
 JD1310;UTM  15      - 4,228,404.170   471,745.643   MT  0.99960983   -0 11 58.5
 JD1310
 JD1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1310!SPC MO C     -   0.99995913  x   0.99999726  =   0.99995639
 JD1310!SPC MO W     -   0.99995913  x   1.00007208  =   1.00003120
 JD1310!UTM  15      -   0.99995913  x   0.99960983  =   0.99956897
 JD1310
 JD1310                          SUPERSEDED SURVEY CONTROL
 JD1310
 JD1310  NAD 83(1997)-  38 12 11.33440(N)    093 19 21.73828(W) AD(       ) 2
 JD1310  NAD 83(1997)-  38 12 11.33841(N)    093 19 21.73801(W) AD(       ) 2
 JD1310  NAD 83(1986)-  38 12 11.33833(N)    093 19 21.73841(W) AD(       ) 2
 JD1310  NAD 27      -  38 12 11.24100(N)    093 19 21.00500(W) AD(       ) 2
 JD1310  NGVD 29 (??/??/92)  292.395  (m)          959.30   (f) ADJ UNCH    2 0
 JD1310
 JD1310.Superseded values are not recommended for survey control.
 JD1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1310.See file dsdata.txt to determine how the superseded data were derived.
 JD1310
 JD1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC7174628404(NAD 83)
 JD1310_MARKER: DB = BENCH MARK DISK
 JD1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1310_STAMPING: K 35 1934
 JD1310_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1310+STABILITY: SURFACE MOTION
 JD1310
 JD1310  HISTORY     - Date     Condition        Report By
 JD1310  HISTORY     - 1934     MONUMENTED       CGS
 JD1310  HISTORY     - 1948     GOOD             CGS
 JD1310  HISTORY     - 1966     GOOD             CGS
 JD1310  HISTORY     - 1966     GOOD             NGS
 JD1310  HISTORY     - 1980     POOR             NGS
 JD1310
 JD1310                          STATION DESCRIPTION
 JD1310
 JD1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JD1310'2.2 MI N FROM DELL.
 JD1310'2.2 MILES NORTH ALONG U.S. HIGHWAY 65 FROM DELL, BENTON COUNTY,
 JD1310'50 YARDS SOUTH OF A DWELLING ON THE WEST SIDE OF THE HIGHWAY,
 JD1310'16 FEET NORTH OF A PRIVATE GATEWAY, AND 28 FEET WEST OF THE
 JD1310'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 35 1934
 JD1310'AND SET IN THE TOP OF A CONCRETE POST.
 JD1310
 JD1310                          STATION RECOVERY (1948)
 JD1310
 JD1310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 JD1310'USC AND GS BM K 35 1934 IS A STANDARD
 JD1310'BENCH MARK DISK SET IN THE TOP OF A TEN INCH SQUARE CONCRETE
 JD1310'POST THAT PROJECTS 3 INCHES.  IT IS 28.0 FEET WEST OF CENTER OF
 JD1310'U.S. HIGHWAY NO. 65 AND 16.0 FEET NORTHEAST OF THE CENTER OF A
 JD1310'BOARD GATE.  IT IS STAMPED K 35 1934.
 JD1310'
 JD1310'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 JD1310'SQUARE IN WARSAW, GO NORTHEAST ON STATE HIGHWAY NO. 35 FOR 1.5
 JD1310'MILES TO U.S. HIGHWAY NO. 65, TURN RIGHT ON U.S. HIGHWAY NO. 65
 JD1310'AND GO 2.55 MILE TO THE JUNCTION OF U.S. HIGHWAY NO. 65 AND STATE
 JD1310'HIGHWAY NO. 83, CONTINUE ON U.S. HIGHWAY NO. 65 FOR 2.25 MILES
 JD1310'TO THE STATION ON THE RIGHT AS DESCRIBED.
 JD1310
 JD1310                          STATION RECOVERY (1966)
 JD1310
 JD1310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JD1310'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JD1310'
 JD1310'IT IS 28 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 65 AND 6
 JD1310'FEET EAST OF A NORTH-SOUTH FENCE.
 JD1310
 JD1310                          STATION RECOVERY (1966)
 JD1310
 JD1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JD1310'RECOVERED IN GOOD CONDITION.
 JD1310
 JD1310                          STATION RECOVERY (1980)
 JD1310
 JD1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JD1310'THE MARK WAS RECOVERED IN VERY POOR CONDITION WITH ABOUT 1/2 THE
 JD1310'MONUMENT THAT PROJECTS ABOVE THE GROUND BROKEN AWAY.  ONLY A SMALL
 JD1310'PORTION OF THE DISK REMAINS.  FOR FURTHER INFORMATION SEE THE
 JD1310'DESCRIPTION TO STATION--BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0054 ***********************************************************************
 JE0054  DESIGNATION -  K 35
 JE0054  PID         -  JE0054
 JE0054  STATE/COUNTY-  MO/CASS
 JE0054  USGS QUAD   -  PLEASANT HILL (1990)
 JE0054
 JE0054                         *CURRENT SURVEY CONTROL
 JE0054  ___________________________________________________________________
 JE0054* NAD 83(1986)-  38 48 48.     (N)    094 17 44.     (W)     SCALED    
 JE0054* NAVD 88     -       268.219  (meters)     879.98   (feet)  ADJUSTED  
 JE0054  ___________________________________________________________________
 JE0054  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JE0054  DYNAMIC HT  -         268.039 (meters)     879.39  (feet)  COMP
 JE0054  MODELED GRAV-     979,949.3   (mgal)                       NAVD 88
 JE0054
 JE0054  VERT ORDER  -  FIRST     CLASS II
 JE0054
 JE0054.The horizontal coordinates were scaled from a topographic map and have
 JE0054.an estimated accuracy of +/- 6 seconds.
 JE0054
 JE0054.The orthometric height was determined by differential leveling
 JE0054.and adjusted by the National Geodetic Survey in June 1991..
 JE0054.WARNING-Repeat measurements at this control monument indicate possible
 JE0054.vertical movement.
 JE0054
 JE0054.The geoid height was determined by GEOID03.
 JE0054
 JE0054.The dynamic height is computed by dividing the NAVD 88
 JE0054.geopotential number by the normal gravity value computed on the
 JE0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0054.degrees latitude (g = 980.6199 gals.).
 JE0054
 JE0054.The modeled gravity was interpolated from observed gravity values.
 JE0054
 JE0054;                    North         East    Units  Estimated Accuracy
 JE0054;SPC MO W     -   293,750.      867,760.      MT  (+/- 180 meters Scaled)
 JE0054
 JE0054                          SUPERSEDED SURVEY CONTROL
 JE0054
 JE0054  NGVD 29 (??/??/92)  268.115  (m)          879.64   (f) ADJ UNCH    1 2
 JE0054
 JE0054.Superseded values are not recommended for survey control.
 JE0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0054.See file dsdata.txt to determine how the superseded data were derived.
 JE0054
 JE0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC875968(NAD 83)
 JE0054_MARKER: DB = BENCH MARK DISK
 JE0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0054_SP_SET: CONCRETE POST
 JE0054_STAMPING: K 35 1938
 JE0054_MARK LOGO: USGS  
 JE0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0054+STABILITY: SURFACE MOTION
 JE0054
 JE0054  HISTORY     - Date     Condition        Report By
 JE0054  HISTORY     - 1938     MONUMENTED       USGS
 JE0054  HISTORY     - 1963     GOOD             NGS
 JE0054
 JE0054                          STATION DESCRIPTION
 JE0054
 JE0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0054'2.2 MI NW FROM PLEASANT HILL.
 JE0054'ABOUT 2.2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0054'FROM THE STATION AT PLEASANT HILL, IN SECTION 12, T 46 N, R 31 W,
 JE0054'1 1/2 POLES NORTHWEST OF MILEPOST 251-20, AND AT A PRIVATE ROAD
 JE0054'CROSSING, 39 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 16 FEET
 JE0054'SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD AND IRON FRAME
 JE0054'GATE, 11 FEET EAST OF THE SOUTHEAST GATE POST, 6 FEET NORTHEAST
 JE0054'OF A FENCE, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT
 JE0054'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JE0054'0.4 FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1131 ***********************************************************************
 GE1131  DESIGNATION -  K 350
 GE1131  PID         -  GE1131
 GE1131  STATE/COUNTY-  MO/HOWELL
 GE1131  USGS QUAD   -  WILLOW SPRINGS SOUTH (1986)
 GE1131
 GE1131                         *CURRENT SURVEY CONTROL
 GE1131  ___________________________________________________________________
 GE1131* NAD 83(1986)-  36 52 39.     (N)    091 54 44.     (W)     SCALED    
 GE1131* NAVD 88     -       384.936  (meters)    1262.91   (feet)  ADJUSTED  
 GE1131  ___________________________________________________________________
 GE1131  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 GE1131  DYNAMIC HT  -         384.611 (meters)    1261.84  (feet)  COMP
 GE1131  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 GE1131
 GE1131  VERT ORDER  -  FIRST     CLASS II
 GE1131
 GE1131.The horizontal coordinates were scaled from a topographic map and have
 GE1131.an estimated accuracy of +/- 6 seconds.
 GE1131
 GE1131.The orthometric height was determined by differential leveling
 GE1131.and adjusted by the National Geodetic Survey in June 1991..
 GE1131
 GE1131.The geoid height was determined by GEOID03.
 GE1131
 GE1131.The dynamic height is computed by dividing the NAVD 88
 GE1131.geopotential number by the normal gravity value computed on the
 GE1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1131.degrees latitude (g = 980.6199 gals.).
 GE1131
 GE1131.The modeled gravity was interpolated from observed gravity values.
 GE1131
 GE1131;                    North         East    Units  Estimated Accuracy
 GE1131;SPC MO C     -   116,020.      552,400.      MT  (+/- 180 meters Scaled)
 GE1131
 GE1131                          SUPERSEDED SURVEY CONTROL
 GE1131
 GE1131  NGVD 29 (10/05/93)  384.773  (m)         1262.38   (f) ADJUSTED    1 2
 GE1131
 GE1131.Superseded values are not recommended for survey control.
 GE1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1131.See file dsdata.txt to determine how the superseded data were derived.
 GE1131
 GE1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA969818(NAD 83)
 GE1131_MARKER: I = METAL ROD
 GE1131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1131_SP_SET: STAINLESS STEEL ROD
 GE1131_STAMPING: K 350 1990
 GE1131_MARK LOGO: NGS   
 GE1131_PROJECTION: PROJECTING 5 CENTIMETERS
 GE1131_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1131+STABILITY: POSITION/ELEVATION WELL
 GE1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1131+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1131_ROD/PIPE-DEPTH: 10.2 meters
 GE1131
 GE1131  HISTORY     - Date     Condition        Report By
 GE1131  HISTORY     - 1990     MONUMENTED       NGS
 GE1131  HISTORY     - 19971223 GOOD             MODNR
 GE1131  HISTORY     - 20060322 MARK NOT FOUND   MODNR
 GE1131
 GE1131                          STATION DESCRIPTION
 GE1131
 GE1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1131'1.5 KM (0.9 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1131'STATE HIGHWAYS N AND P IN POMONA, 43.2 M (141.7 FT) NORTHEAST OF THE
 GE1131'HIGHWAY CENTERLINE, 10.2 M (33.5 FT) SOUTH OF AND LEVEL WITH THE
 GE1131'CENTER OF COUNTY ROAD 232, 8.9 M (29.2 FT) EAST OF AN UNDERGROUND
 GE1131'CABLE JUNCTION BOX, 0.9 M (3.0 FT) WEST OF A UTILITY P0LE WITH 2 GUY
 GE1131'WIRES, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO
 GE1131'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GE1131
 GE1131                          STATION RECOVERY (1997)
 GE1131
 GE1131'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (BDC)
 GE1131'RECOVERED IN GOOD CONDITION.
 GE1131
 GE1131                          STATION RECOVERY (2006)
 GE1131
 GE1131'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1155 ***********************************************************************
 GE1155  DESIGNATION -  K 351
 GE1155  PID         -  GE1155
 GE1155  STATE/COUNTY-  MO/OREGON
 GE1155  USGS QUAD   -  THAYER (1986)
 GE1155
 GE1155                         *CURRENT SURVEY CONTROL
 GE1155  ___________________________________________________________________
 GE1155* NAD 83(1986)-  36 35 08.     (N)    091 37 28.     (W)     SCALED    
 GE1155* NAVD 88     -       280.856  (meters)     921.44   (feet)  ADJUSTED  
 GE1155  ___________________________________________________________________
 GE1155  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GE1155  DYNAMIC HT  -         280.622 (meters)     920.67  (feet)  COMP
 GE1155  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 GE1155
 GE1155  VERT ORDER  -  FIRST     CLASS II
 GE1155
 GE1155.The horizontal coordinates were scaled from a topographic map and have
 GE1155.an estimated accuracy of +/- 6 seconds.
 GE1155
 GE1155.The orthometric height was determined by differential leveling
 GE1155.and adjusted by the National Geodetic Survey in June 1991..
 GE1155
 GE1155.The geoid height was determined by GEOID03.
 GE1155
 GE1155.The dynamic height is computed by dividing the NAVD 88
 GE1155.geopotential number by the normal gravity value computed on the
 GE1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1155.degrees latitude (g = 980.6199 gals.).
 GE1155
 GE1155.The modeled gravity was interpolated from observed gravity values.
 GE1155
 GE1155;                    North         East    Units  Estimated Accuracy
 GE1155;SPC MO E     -    84,050.      149,380.      MT  (+/- 180 meters Scaled)
 GE1155
 GE1155                          SUPERSEDED SURVEY CONTROL
 GE1155
 GE1155  NGVD 29 (10/05/93)  280.716  (m)          920.98   (f) ADJUSTED    1 2
 GE1155
 GE1155.Superseded values are not recommended for survey control.
 GE1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1155.See file dsdata.txt to determine how the superseded data were derived.
 GE1155
 GE1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA230497(NAD 83)
 GE1155_MARKER: I = METAL ROD
 GE1155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1155_SP_SET: STAINLESS STEEL ROD
 GE1155_STAMPING: K 351 1990
 GE1155_MARK LOGO: NGS   
 GE1155_PROJECTION: PROJECTING 4 CENTIMETERS
 GE1155_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1155+STABILITY: POSITION/ELEVATION WELL
 GE1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1155+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2006
 GE1155_ROD/PIPE-DEPTH: 4.0  meters
 GE1155
 GE1155  HISTORY     - Date     Condition        Report By
 GE1155  HISTORY     - 1990     MONUMENTED       NGS
 GE1155  HISTORY     - 20060206 GOOD             MODNR
 GE1155
 GE1155                          STATION DESCRIPTION
 GE1155
 GE1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1155'11.4 KM (7.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 63 FROM THE
 GE1155'JUNCTION OF STATE HIGHWAY 142 EAST IN THAYER, ACROSS THE HIGHWAY FROM
 GE1155'THE C. WESSON OFFICE AND SHOW BARN, 27.2 M (89.2 FT) SOUTHWEST OF
 GE1155'AND LEVEL WITH THE HIGHWAY CENTERLINE, 8.7 M (28.5 FT) SOUTHEAST OF
 GE1155'THE CENTER OF A DRIVEWAY AND CATTLE GUARD, AND 0.4 M (1.3 FT) NORTH
 GE1155'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 GE1155'THROUGH A 5-INCH LOGO CAP.
 GE1155
 GE1155                          STATION RECOVERY (2006)
 GE1155
 GE1155'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1155'THE AUTONOMOUS HAD HELD POSITIONS IS LAT 36 35 08.6 LONG 91 37 27.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0920 ***********************************************************************
 JC0920  DESIGNATION -  K 36
 JC0920  PID         -  JC0920
 JC0920  STATE/COUNTY-  MO/MARIES
 JC0920  USGS QUAD   -  VIENNA (1981)
 JC0920
 JC0920                         *CURRENT SURVEY CONTROL
 JC0920  ___________________________________________________________________
 JC0920* NAD 83(1986)-  38 09 45.     (N)    091 56 36.     (W)     SCALED    
 JC0920* NAVD 88     -       296.332  (meters)     972.22   (feet)  ADJUSTED  
 JC0920  ___________________________________________________________________
 JC0920  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JC0920  DYNAMIC HT  -         296.124 (meters)     971.53  (feet)  COMP
 JC0920  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 JC0920
 JC0920  VERT ORDER  -  FIRST     CLASS II
 JC0920
 JC0920.The horizontal coordinates were scaled from a topographic map and have
 JC0920.an estimated accuracy of +/- 6 seconds.
 JC0920
 JC0920.The orthometric height was determined by differential leveling
 JC0920.and adjusted by the National Geodetic Survey in June 1991..
 JC0920.WARNING-Repeat measurements at this control monument indicate possible
 JC0920.vertical movement.
 JC0920
 JC0920.The geoid height was determined by GEOID03.
 JC0920
 JC0920.The dynamic height is computed by dividing the NAVD 88
 JC0920.geopotential number by the normal gravity value computed on the
 JC0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0920.degrees latitude (g = 980.6199 gals.).
 JC0920
 JC0920.The modeled gravity was interpolated from observed gravity values.
 JC0920
 JC0920;                    North         East    Units  Estimated Accuracy
 JC0920;SPC MO C     -   258,620.      548,780.      MT  (+/- 180 meters Scaled)
 JC0920
 JC0920                          SUPERSEDED SURVEY CONTROL
 JC0920
 JC0920  NGVD 29 (10/05/93)  296.307  (m)          972.13   (f) ADJUSTED    1 2
 JC0920
 JC0920.Superseded values are not recommended for survey control.
 JC0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0920.See file dsdata.txt to determine how the superseded data were derived.
 JC0920
 JC0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC925243(NAD 83)
 JC0920_MARKER: DB = BENCH MARK DISK
 JC0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0920_SP_SET: CONCRETE POST
 JC0920_STAMPING: K 36 1934
 JC0920_MARK LOGO: CGS   
 JC0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0920+STABILITY: SURFACE MOTION
 JC0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0920+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JC0920
 JC0920  HISTORY     - Date     Condition        Report By
 JC0920  HISTORY     - 1934     MONUMENTED       CGS
 JC0920  HISTORY     - 1950     GOOD             NGS
 JC0920  HISTORY     - 19890718 GOOD             NGS
 JC0920  HISTORY     - 20050317 GOOD             MODNR
 JC0920
 JC0920                          STATION DESCRIPTION
 JC0920
 JC0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0920'1.7 MI S FROM VIENNA.
 JC0920'1.7 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE SCHOOL AT VIENNA,
 JC0920'JUST NORTHWEST OF THE SUMMIT OF A HILL, 62.5 FEET SOUTH OF
 JC0920'TELEPHONE POLE 988, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JC0920'HIGHWAY, 25.5 FEET NORTH OF A 10-INCH OAK TREE WITH A TRIANGULAR
 JC0920'BLAZE, 2.1 FEET SOUTHWEST OF A REFERENCE POST, 1.7 FEET NORTHEAST
 JC0920'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 JC0920'FOOT ABOVE THE GROUND.
 JC0920
 JC0920                          STATION RECOVERY (1989)
 JC0920
 JC0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0920'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.7 KM (1.7
 JC0920'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE
 JC0920'HIGHWAY 42 IN VIENNA, 9.2 M (30.2 FT) SOUTHWEST OF THE CENTERLINE OF
 JC0920'THE HIGHWAY, 3.5 M (11.5 FT) NORTHWEST OF THE EXTENDED CENTER OF A
 JC0920'DRIVEWAY, 0.8 M (2.6 FT) NORTHEAST OF A WITNESS POST AND FENCE, 0.5 M
 JC0920'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND IN A CONCRETE MONUMENT
 JC0920'THAT PROJECTS 0.18 M (0.6 FT) ABOVE THE GROUND SURFACE.
 JC0920
 JC0920                          STATION RECOVERY (2005)
 JC0920
 JC0920'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW)
 JC0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0062 ***********************************************************************
 JE0062  DESIGNATION -  K 37
 JE0062  PID         -  JE0062
 JE0062  STATE/COUNTY-  MO/JACKSON
 JE0062  USGS QUAD   -  LAKE JACOMO (1990)
 JE0062
 JE0062                         *CURRENT SURVEY CONTROL
 JE0062  ___________________________________________________________________
 JE0062* NAD 83(1986)-  38 52 51.     (N)    094 21 27.     (W)     SCALED    
 JE0062* NAVD 88     -       304.233  (meters)     998.14   (feet)  ADJUSTED  
 JE0062  ___________________________________________________________________
 JE0062  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JE0062  DYNAMIC HT  -         304.030 (meters)     997.47  (feet)  COMP
 JE0062  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 JE0062
 JE0062  VERT ORDER  -  FIRST     CLASS II
 JE0062
 JE0062.The horizontal coordinates were scaled from a topographic map and have
 JE0062.an estimated accuracy of +/- 6 seconds.
 JE0062
 JE0062.The orthometric height was determined by differential leveling
 JE0062.and adjusted by the National Geodetic Survey in June 1991..
 JE0062.WARNING-Repeat measurements at this control monument indicate possible
 JE0062.vertical movement.
 JE0062
 JE0062.The geoid height was determined by GEOID03.
 JE0062
 JE0062.The dynamic height is computed by dividing the NAVD 88
 JE0062.geopotential number by the normal gravity value computed on the
 JE0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0062.degrees latitude (g = 980.6199 gals.).
 JE0062
 JE0062.The modeled gravity was interpolated from observed gravity values.
 JE0062
 JE0062;                    North         East    Units  Estimated Accuracy
 JE0062;SPC MO W     -   301,230.      862,360.      MT  (+/- 180 meters Scaled)
 JE0062
 JE0062                          SUPERSEDED SURVEY CONTROL
 JE0062
 JE0062  NGVD 29 (??/??/92)  304.121  (m)          997.77   (f) ADJ UNCH    1 2
 JE0062
 JE0062.Superseded values are not recommended for survey control.
 JE0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0062.See file dsdata.txt to determine how the superseded data were derived.
 JE0062
 JE0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD822044(NAD 83)
 JE0062_MARKER: DB = BENCH MARK DISK
 JE0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0062_SP_SET: CONCRETE POST
 JE0062_STAMPING: K 37 1938
 JE0062_MARK LOGO: USGS  
 JE0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0062+STABILITY: SURFACE MOTION
 JE0062
 JE0062  HISTORY     - Date     Condition        Report By
 JE0062  HISTORY     - 1938     MONUMENTED       USGS
 JE0062  HISTORY     - 1963     GOOD             NGS
 JE0062  HISTORY     - 1981     GOOD             NGS
 JE0062
 JE0062                          STATION DESCRIPTION
 JE0062
 JE0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0062'2.4 MI NW FROM GREENWOOD.
 JE0062'ABOUT 2.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0062'FROM STATE HIGHWAY 150 OVERPASS AT GREENWOOD, IN SECTION 20,
 JE0062'T 47 N, R 31 W, OR 2.4 MILES SOUTHEAST OF THE MISSOURI PACIFIC
 JE0062'RAILROAD STATION AT LEES SUMMIT, AT A ROAD CROSSING AND 6 POLES
 JE0062'NORTH OF MILEPOST 257-10, 38 FEET EAST OF THE EAST RAIL, 27 FEET
 JE0062'NORTH OF THE 6TH POLE NORTH OF MILEPOST 257-10, 33 FEET SOUTH OF
 JE0062'THE CENTER LINE OF THE ROAD, 5 1/2 FEET WEST OF A FENCE, 0.9
 JE0062'FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL,
 JE0062'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JE0062
 JE0062                          STATION RECOVERY (1981)
 JE0062
 JE0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0062'A NEW WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0070 ***********************************************************************
 JE0070  DESIGNATION -  K 39
 JE0070  PID         -  JE0070
 JE0070  STATE/COUNTY-  MO/JACKSON
 JE0070  USGS QUAD   -  LEES SUMMIT (1990)
 JE0070
 JE0070                         *CURRENT SURVEY CONTROL
 JE0070  ___________________________________________________________________
 JE0070* NAD 83(1986)-  38 56 20.     (N)    094 23 40.     (W)     SCALED    
 JE0070* NAVD 88     -       282.316  (meters)     926.23   (feet)  ADJUSTED  
 JE0070  ___________________________________________________________________
 JE0070  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JE0070  DYNAMIC HT  -         282.130 (meters)     925.62  (feet)  COMP
 JE0070  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 JE0070
 JE0070  VERT ORDER  -  FIRST     CLASS II
 JE0070
 JE0070.The horizontal coordinates were scaled from a topographic map and have
 JE0070.an estimated accuracy of +/- 6 seconds.
 JE0070
 JE0070.The orthometric height was determined by differential leveling
 JE0070.and adjusted by the National Geodetic Survey in June 1991..
 JE0070.WARNING-Repeat measurements at this control monument indicate possible
 JE0070.vertical movement.
 JE0070
 JE0070.The geoid height was determined by GEOID03.
 JE0070
 JE0070.The dynamic height is computed by dividing the NAVD 88
 JE0070.geopotential number by the normal gravity value computed on the
 JE0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0070.degrees latitude (g = 980.6199 gals.).
 JE0070
 JE0070.The modeled gravity was interpolated from observed gravity values.
 JE0070
 JE0070;                    North         East    Units  Estimated Accuracy
 JE0070;SPC MO W     -   307,670.      859,150.      MT  (+/- 180 meters Scaled)
 JE0070
 JE0070                          SUPERSEDED SURVEY CONTROL
 JE0070
 JE0070  NGVD 29 (??/??/92)  282.237  (m)          925.97   (f) ADJ UNCH    1 2
 JE0070
 JE0070.Superseded values are not recommended for survey control.
 JE0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0070.See file dsdata.txt to determine how the superseded data were derived.
 JE0070
 JE0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD791109(NAD 83)
 JE0070_MARKER: DB = BENCH MARK DISK
 JE0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0070_SP_SET: CONCRETE POST
 JE0070_STAMPING: K 39 1938
 JE0070_MARK LOGO: USGS  
 JE0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0070+STABILITY: SURFACE MOTION
 JE0070
 JE0070  HISTORY     - Date     Condition        Report By
 JE0070  HISTORY     - 1938     MONUMENTED       USGS
 JE0070  HISTORY     - 1950     GOOD             NGS
 JE0070  HISTORY     - 19940101 MARK NOT FOUND   LOCENG
 JE0070
 JE0070                          STATION DESCRIPTION
 JE0070
 JE0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0070'2 MI NW FROM LEES SUMMIT.
 JE0070'2.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0070'THE STATION AT LEES SUMMIT, 0.45 MILE SOUTH OF AN OVERPASS ON
 JE0070'COLBURN ROAD, AT AN ABANDONED ROAD CROSSING, 72 FEET NORTHWEST
 JE0070'OF THE CENTER OF THE OLD ROAD CROSSING, 35.8 FEET NORTHEAST
 JE0070'OF THE NORTHEAST RAIL, 22 FEET SOUTHWEST OF THE CENTER LINE OF
 JE0070'AN ASPHALT ROAD, 4.4 FEET SOUTH OF A TELEPHONE POLE, 0.7 FOOT
 JE0070'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JE0070'WHICH IS FLUSH WITH THE GROUND.  NOTE-- BENCH MARK IS 2 POLES
 JE0070'SOUTHEAST OF MILEPOST 262 AND 100 FEET NORTHWEST OF A CURVE IN
 JE0070'MC ADDAM ROAD.
 JE0070
 JE0070                          STATION RECOVERY (1994)
 JE0070
 JE0070'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (JT)
 JE0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0332 ***********************************************************************
 JE0332  DESIGNATION -  K 4 B 1
 JE0332  PID         -  JE0332
 JE0332  STATE/COUNTY-  MO/BATES
 JE0332  USGS QUAD   -  BUTLER (1961)
 JE0332
 JE0332                         *CURRENT SURVEY CONTROL
 JE0332  ___________________________________________________________________
 JE0332* NAD 83(1986)-  38 20 25.     (N)    094 20 07.     (W)     SCALED    
 JE0332* NAVD 88     -       264.093  (meters)     866.45   (feet)  ADJUSTED  
 JE0332  ___________________________________________________________________
 JE0332  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JE0332  DYNAMIC HT  -         263.905 (meters)     865.83  (feet)  COMP
 JE0332  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 JE0332
 JE0332  VERT ORDER  -  FIRST     CLASS II
 JE0332
 JE0332.The horizontal coordinates were scaled from a topographic map and have
 JE0332.an estimated accuracy of +/- 6 seconds.
 JE0332
 JE0332.The orthometric height was determined by differential leveling
 JE0332.and adjusted by the National Geodetic Survey in June 1991..
 JE0332
 JE0332.The geoid height was determined by GEOID03.
 JE0332
 JE0332.The dynamic height is computed by dividing the NAVD 88
 JE0332.geopotential number by the normal gravity value computed on the
 JE0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0332.degrees latitude (g = 980.6199 gals.).
 JE0332
 JE0332.The modeled gravity was interpolated from observed gravity values.
 JE0332
 JE0332;                    North         East    Units  Estimated Accuracy
 JE0332;SPC MO W     -   241,230.      864,400.      MT  (+/- 180 meters Scaled)
 JE0332
 JE0332                          SUPERSEDED SURVEY CONTROL
 JE0332
 JE0332  NGVD 29 (??/??/92)  263.97   (m)          866.0    (f) COMPUTED    1 2
 JE0332
 JE0332.Superseded values are not recommended for survey control.
 JE0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0332.See file dsdata.txt to determine how the superseded data were derived.
 JE0332
 JE0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC833444(NAD 83)
 JE0332_MARKER: Z = SEE DESCRIPTION
 JE0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0332_SP_SET: CONCRETE CYLINDER
 JE0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0332
 JE0332  HISTORY     - Date     Condition        Report By
 JE0332  HISTORY     - UNK      MONUMENTED       DOD
 JE0332  HISTORY     - 1963     GOOD             NGS
 JE0332
 JE0332                          STATION DESCRIPTION
 JE0332
 JE0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0332'2.4 MI NE FROM PASSAIC.
 JE0332'ABOUT 1.0 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0332'THE POST OFFICE AT PASSAIC, THENCE 0.35 MILE EAST ALONG A
 JE0332'GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD
 JE0332'TO A ROAD JUNCTION, THENCE 0.4 MILE NORTH ALONG A GRAVELED
 JE0332'ROAD, THENCE 0.1 MILE EAST ACROSS COUNTRY, 0.1 MILE SOUTHEAST
 JE0332'OF A FARMHOUSE, AND THE TOP SURFACE OVER THE CENTER HOLE OF
 JE0332'A METAL COVERED TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JE0332'CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0331 ***********************************************************************
 JE0331  DESIGNATION -  K 4 B 4
 JE0331  PID         -  JE0331
 JE0331  STATE/COUNTY-  MO/BATES
 JE0331  USGS QUAD   -  BUTLER (1961)
 JE0331
 JE0331                         *CURRENT SURVEY CONTROL
 JE0331  ___________________________________________________________________
 JE0331* NAD 83(1986)-  38 20 12.     (N)    094 20 01.     (W)     SCALED    
 JE0331* NAVD 88     -       270.101  (meters)     886.16   (feet)  ADJUSTED  
 JE0331  ___________________________________________________________________
 JE0331  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JE0331  DYNAMIC HT  -         269.908 (meters)     885.52  (feet)  COMP
 JE0331  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 JE0331
 JE0331  VERT ORDER  -  FIRST     CLASS II
 JE0331
 JE0331.The horizontal coordinates were scaled from a topographic map and have
 JE0331.an estimated accuracy of +/- 6 seconds.
 JE0331
 JE0331.The orthometric height was determined by differential leveling
 JE0331.and adjusted by the National Geodetic Survey in June 1991..
 JE0331
 JE0331.The geoid height was determined by GEOID03.
 JE0331
 JE0331.The dynamic height is computed by dividing the NAVD 88
 JE0331.geopotential number by the normal gravity value computed on the
 JE0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0331.degrees latitude (g = 980.6199 gals.).
 JE0331
 JE0331.The modeled gravity was interpolated from observed gravity values.
 JE0331
 JE0331;                    North         East    Units  Estimated Accuracy
 JE0331;SPC MO W     -   240,830.      864,550.      MT  (+/- 180 meters Scaled)
 JE0331
 JE0331                          SUPERSEDED SURVEY CONTROL
 JE0331
 JE0331  NGVD 29 (??/??/92)  269.98   (m)          885.8    (f) COMPUTED    1 2
 JE0331
 JE0331.Superseded values are not recommended for survey control.
 JE0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0331.See file dsdata.txt to determine how the superseded data were derived.
 JE0331
 JE0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC834440(NAD 83)
 JE0331_MARKER: Z = SEE DESCRIPTION
 JE0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0331_SP_SET: CONCRETE CYLINDER
 JE0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0331
 JE0331  HISTORY     - Date     Condition        Report By
 JE0331  HISTORY     - UNK      MONUMENTED       DOD
 JE0331  HISTORY     - 1963     GOOD             NGS
 JE0331
 JE0331                          STATION DESCRIPTION
 JE0331
 JE0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0331'2.2 MI NE FROM PASSAIC.
 JE0331'ABOUT 1.0 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0331'THE POST OFFICE AT PASSAIC, THENCE 0.35 MILE EAST ALONG A
 JE0331'GRAVELED ROAD TO U.S. HIGHWAY 71, THENCE 0.7 MILE EAST ALONG
 JE0331'A GRAVELED ROAD, THENCE 0.15 MILE NORTH ACROSS COUNTRY, AND THE
 JE0331'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JE0331'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 JE0331'4 FEET.  USAF MONO LITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0327 ***********************************************************************
 JE0327  DESIGNATION -  K 4 Z 2
 JE0327  PID         -  JE0327
 JE0327  STATE/COUNTY-  MO/BATES
 JE0327  USGS QUAD   -  BUTLER (1961)
 JE0327
 JE0327                         *CURRENT SURVEY CONTROL
 JE0327  ___________________________________________________________________
 JE0327* NAD 83(1986)-  38 20 03.     (N)    094 20 44.     (W)     SCALED    
 JE0327* NAVD 88     -       265.17   (meters)     870.0    (feet)  RESET     
 JE0327  ___________________________________________________________________
 JE0327  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JE0327
 JE0327  VERT ORDER  -  THIRD
 JE0327
 JE0327.The horizontal coordinates were scaled from a topographic map and have
 JE0327.an estimated accuracy of +/- 6 seconds.
 JE0327
 JE0327.The orthometric height was computed from unverified reset data.
 JE0327
 JE0327.The geoid height was determined by GEOID03.
 JE0327
 JE0327;                    North         East    Units  Estimated Accuracy
 JE0327;SPC MO W     -   240,550.      863,500.      MT  (+/- 180 meters Scaled)
 JE0327
 JE0327                          SUPERSEDED SURVEY CONTROL
 JE0327
 JE0327.No superseded survey control is available for this station.
 JE0327
 JE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC823437(NAD 83)
 JE0327_MARKER: DS = TRIANGULATION STATION DISK
 JE0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0327_STAMPING: K4Z 2 1969
 JE0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0327+STABILITY: SURFACE MOTION
 JE0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0327+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0327
 JE0327  HISTORY     - Date     Condition        Report By
 JE0327  HISTORY     - 1969     MONUMENTED       CGS
 JE0327  HISTORY     - 20051105 GOOD             INDIV
 JE0327
 JE0327                          STATION DESCRIPTION
 JE0327
 JE0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JE0327'1 MI N FROM PASSAIC.
 JE0327'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION
 JE0327'OF U.S. HIGHWAY 71 AND STATE HIGHWAY 18 AT THE SOUTHEAST SIDE
 JE0327'OF ADRAIN, 166 FEET EAST OF THE CENTER OF U.S. HIGHWAY 71,
 JE0327'89 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 56 FEET
 JE0327'SOUTH OF A PROJECTED EAST-WEST FENCE, 1 FOOT SOUTHWEST OF A
 JE0327'METAL WITNESS POST, IN THE NORTHEAST QUARTER OF SECTION 27,
 JE0327'T41N, R31W, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 JE0327'PROJECTS 1 INCH.
 JE0327
 JE0327                          STATION RECOVERY (2005)
 JE0327
 JE0327'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0329 ***********************************************************************
 JE0329  DESIGNATION -  K 4 Z 2 RM 3
 JE0329  PID         -  JE0329
 JE0329  STATE/COUNTY-  MO/BATES
 JE0329  USGS QUAD   -  BUTLER (1961)
 JE0329
 JE0329                         *CURRENT SURVEY CONTROL
 JE0329  ___________________________________________________________________
 JE0329* NAD 83(1986)-  38 20 03.     (N)    094 20 44.     (W)     SCALED    
 JE0329* NAVD 88     -       265.04   (meters)     869.6    (feet)  RESET     
 JE0329  ___________________________________________________________________
 JE0329  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JE0329
 JE0329  VERT ORDER  -  THIRD
 JE0329
 JE0329.The horizontal coordinates were scaled from a topographic map and have
 JE0329.an estimated accuracy of +/- 6 seconds.
 JE0329
 JE0329.The orthometric height was computed from unverified reset data.
 JE0329
 JE0329.The geoid height was determined by GEOID03.
 JE0329
 JE0329;                    North         East    Units  Estimated Accuracy
 JE0329;SPC MO W     -   240,550.      863,500.      MT  (+/- 180 meters Scaled)
 JE0329
 JE0329                          SUPERSEDED SURVEY CONTROL
 JE0329
 JE0329.No superseded survey control is available for this station.
 JE0329
 JE0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC823437(NAD 83)
 JE0329_MARKER: DR = REFERENCE MARK DISK
 JE0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0329_STAMPING: K4Z 2 NO 3 1969
 JE0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0329+STABILITY: SURFACE MOTION
 JE0329
 JE0329  HISTORY     - Date     Condition        Report By
 JE0329  HISTORY     - 1969     MONUMENTED       CGS
 JE0329
 JE0329                          STATION DESCRIPTION
 JE0329
 JE0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JE0329'1 MI N FROM PASSAIC.
 JE0329'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION
 JE0329'OF U.S. HIGHWAY 71 AND STATE HIGHWAY 18 AT THE SOUTHEAST SIDE
 JE0329'OF ADRAIN, 324 FEET EAST OF THE CENTER OF U.S. HIGHWAY 71, 31
 JE0329'FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 2 FEET SOUTH
 JE0329'OF A FENCE, 1.5 FEET WEST-SOUTHWEST OF A JOG IN FENCE, IN THE
 JE0329'NORTHEAST QUARTER OF SECTION 27, T41N, R31W, AND SET IN THE TOP
 JE0329'OF A ROUND CONCRETE POST WHICH PROJECT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0330 ***********************************************************************
 JE0330  DESIGNATION -  K 4 Z 2 RM 4
 JE0330  PID         -  JE0330
 JE0330  STATE/COUNTY-  MO/BATES
 JE0330  USGS QUAD   -  BUTLER (1961)
 JE0330
 JE0330                         *CURRENT SURVEY CONTROL
 JE0330  ___________________________________________________________________
 JE0330* NAD 83(1986)-  38 20 02.     (N)    094 20 44.     (W)     SCALED    
 JE0330* NAVD 88     -       264.90   (meters)     869.1    (feet)  RESET     
 JE0330  ___________________________________________________________________
 JE0330  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JE0330
 JE0330  VERT ORDER  -  THIRD
 JE0330
 JE0330.The horizontal coordinates were scaled from a topographic map and have
 JE0330.an estimated accuracy of +/- 6 seconds.
 JE0330
 JE0330.The orthometric height was computed from unverified reset data.
 JE0330
 JE0330.The geoid height was determined by GEOID03.
 JE0330
 JE0330;                    North         East    Units  Estimated Accuracy
 JE0330;SPC MO W     -   240,520.      863,500.      MT  (+/- 180 meters Scaled)
 JE0330
 JE0330                          SUPERSEDED SURVEY CONTROL
 JE0330
 JE0330.No superseded survey control is available for this station.
 JE0330
 JE0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC823437(NAD 83)
 JE0330_MARKER: DR = REFERENCE MARK DISK
 JE0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0330_STAMPING: K4Z 2 NO 4 1969
 JE0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0330+STABILITY: SURFACE MOTION
 JE0330
 JE0330  HISTORY     - Date     Condition        Report By
 JE0330  HISTORY     - 1969     MONUMENTED       CGS
 JE0330
 JE0330                          STATION DESCRIPTION
 JE0330
 JE0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JE0330'1 MI N FROM PASSAIC.
 JE0330'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION
 JE0330'OF U.S. HIGHWAY 71 AND STATE HIGHWAY 18 AT THE SOUTHEAST SIDE
 JE0330'OF ADRAIN, 125 FEET EAST OF THE CENTER OF U.S. HIGHWAY 71, 1
 JE0330'FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AT A JOG IN FENCE, IN
 JE0330'THE NORTHEAST QUARTER OF SECTION 27, T41N, R31W, AND SET IN THE
 JE0330'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1521 ***********************************************************************
 JE1521  DESIGNATION -  K 40
 JE1521  PID         -  JE1521
 JE1521  STATE/COUNTY-  MO/JACKSON
 JE1521  USGS QUAD   -  LEES SUMMIT (1990)
 JE1521
 JE1521                         *CURRENT SURVEY CONTROL
 JE1521  ___________________________________________________________________
 JE1521* NAD 83(1986)-  38 58 15.     (N)    094 24 34.     (W)     SCALED    
 JE1521* NAVD 88     -       246.302  (meters)     808.08   (feet)  ADJUSTED  
 JE1521  ___________________________________________________________________
 JE1521  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JE1521  DYNAMIC HT  -         246.140 (meters)     807.54  (feet)  COMP
 JE1521  MODELED GRAV-     979,963.3   (mgal)                       NAVD 88
 JE1521
 JE1521  VERT ORDER  -  SECOND    CLASS II
 JE1521
 JE1521.The horizontal coordinates were scaled from a topographic map and have
 JE1521.an estimated accuracy of +/- 6 seconds.
 JE1521
 JE1521.The orthometric height was determined by differential leveling
 JE1521.and adjusted by the National Geodetic Survey in June 1991..
 JE1521
 JE1521.The geoid height was determined by GEOID03.
 JE1521
 JE1521.The dynamic height is computed by dividing the NAVD 88
 JE1521.geopotential number by the normal gravity value computed on the
 JE1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1521.degrees latitude (g = 980.6199 gals.).
 JE1521
 JE1521.The modeled gravity was interpolated from observed gravity values.
 JE1521
 JE1521;                    North         East    Units  Estimated Accuracy
 JE1521;SPC MO W     -   311,220.      857,850.      MT  (+/- 180 meters Scaled)
 JE1521
 JE1521                          SUPERSEDED SURVEY CONTROL
 JE1521
 JE1521  NGVD 29 (??/??/92)  246.24   (m)          807.9    (f) COMPUTED    2 2
 JE1521
 JE1521.Superseded values are not recommended for survey control.
 JE1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1521.See file dsdata.txt to determine how the superseded data were derived.
 JE1521
 JE1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD779144(NAD 83)
 JE1521_MARKER: DB = BENCH MARK DISK
 JE1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1521_SP_SET: CONCRETE POST
 JE1521_STAMPING: K 40 1938
 JE1521_MARK LOGO: USGS  
 JE1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1521+STABILITY: SURFACE MOTION
 JE1521
 JE1521  HISTORY     - Date     Condition        Report By
 JE1521  HISTORY     - 1938     MONUMENTED       USGS
 JE1521
 JE1521                          STATION DESCRIPTION
 JE1521
 JE1521'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE1521'2.4 KM (1.50 MI) SOUTH FROM LEES SUMMIT.
 JE1521'111.90 K-40-1938 LITTLE BLUE, 1.50 MILES SOUTH OF ALONG THE MISSOURI
 JE1521'PACIFIC RAILROAD AT PUBLIC CROSSING, NW 1/4 SECTION 24, T. 48 N., R.
 JE1521'32 W., 34 FEET EAST OF ROAD, 33 FEET SOUTHWEST OF TRACK, 4 FEET NORTH
 JE1521'OF TELEGRAPH POLE, IN CONCRETE POST, A STANDARD TABLET STAMPED
 JE1521'K-40-1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0075 ***********************************************************************
 JE0075  DESIGNATION -  K 41
 JE0075  PID         -  JE0075
 JE0075  STATE/COUNTY-  MO/JACKSON
 JE0075  USGS QUAD   -  LEES SUMMIT (1990)
 JE0075
 JE0075                         *CURRENT SURVEY CONTROL
 JE0075  ___________________________________________________________________
 JE0075* NAD 83(1986)-  38 59 24.     (N)    094 24 45.     (W)     SCALED    
 JE0075* NAVD 88     -       240.524  (meters)     789.12   (feet)  ADJUSTED  
 JE0075  ___________________________________________________________________
 JE0075  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JE0075  DYNAMIC HT  -         240.365 (meters)     788.60  (feet)  COMP
 JE0075  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 JE0075
 JE0075  VERT ORDER  -  FIRST     CLASS II
 JE0075
 JE0075.The horizontal coordinates were scaled from a topographic map and have
 JE0075.an estimated accuracy of +/- 6 seconds.
 JE0075
 JE0075.The orthometric height was determined by differential leveling
 JE0075.and adjusted by the National Geodetic Survey in June 1991..
 JE0075
 JE0075.The geoid height was determined by GEOID03.
 JE0075
 JE0075.The dynamic height is computed by dividing the NAVD 88
 JE0075.geopotential number by the normal gravity value computed on the
 JE0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0075.degrees latitude (g = 980.6199 gals.).
 JE0075
 JE0075.The modeled gravity was interpolated from observed gravity values.
 JE0075
 JE0075;                    North         East    Units  Estimated Accuracy
 JE0075;SPC MO W     -   313,340.      857,580.      MT  (+/- 180 meters Scaled)
 JE0075
 JE0075                          SUPERSEDED SURVEY CONTROL
 JE0075
 JE0075  NGVD 29 (??/??/92)  240.444  (m)          788.86   (f) ADJ UNCH    1 2
 JE0075
 JE0075.Superseded values are not recommended for survey control.
 JE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0075.See file dsdata.txt to determine how the superseded data were derived.
 JE0075
 JE0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD776166(NAD 83)
 JE0075_MARKER: DB = BENCH MARK DISK
 JE0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0075_SP_SET: CONCRETE POST
 JE0075_STAMPING: K 41 1938
 JE0075_MARK LOGO: USGS  
 JE0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0075+STABILITY: SURFACE MOTION
 JE0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0075+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 JE0075
 JE0075  HISTORY     - Date     Condition        Report By
 JE0075  HISTORY     - 1938     MONUMENTED       USGS
 JE0075  HISTORY     - 1950     GOOD             NGS
 JE0075  HISTORY     - 1960     GOOD             NGS
 JE0075  HISTORY     - 1981     GOOD             NGS
 JE0075  HISTORY     - 20050329 GOOD             GEOCAC
 JE0075  HISTORY     - 20060114 GOOD             GEOCAC
 JE0075
 JE0075                          STATION DESCRIPTION
 JE0075
 JE0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0075'AT LITTLE BLUE.
 JE0075'AT LITTLE BLUE, 157 FEET SOUTH OF THE CENTER LINE OF LITTLE
 JE0075'BLUE ROAD, 130 FEET SOUTHEAST OF A SWITCH STAND, 45 FEET EAST
 JE0075'OF THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 25.3 FEET
 JE0075'SOUTHWEST OF THE SOUTHWEST CORNER OF A STONE GARAGE, 14 FEET
 JE0075'SOUTH OF A TELEPHONE POLE, 7 FEET WEST OF A FENCE, 1 FOOT EAST
 JE0075'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JE0075'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 JE0075
 JE0075                          STATION RECOVERY (1960)
 JE0075
 JE0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JE0075'RECOVERED IN GOOD CONDITION.
 JE0075
 JE0075                          STATION RECOVERY (1981)
 JE0075
 JE0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0075'IN THE SOUTHEAST PART OF KANSAS CITY, 2 MILES NORTH OF BLUE PARKWAY,
 JE0075'114 MILE EAST OF NOLAND ROAD AND AT THE CROSSING OF THE MISSOURI
 JE0075'PACIFIC RAILROAD AND LITTLE BLUE ROAD, 157 FEET SOUTH OF THE
 JE0075'CENTERLINE OF LITTLE BLUE ROAD, 130 FEET SOUTHEAST OF A SWITCH STAND,
 JE0075'45 FEET EAST OF THE EAST RAIL, 25.3 FEET SOUTHWEST OF THE SOUTHWEST
 JE0075'CORNER OF A STONE GARAGE, 14 FEET SOUTH OF A TELEPHONE POLE, 5 FEET
 JE0075'WEST OF A CHAIN -LINK FENCE.
 JE0075
 JE0075                          STATION RECOVERY (2005)
 JE0075
 JE0075'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 JE0075'RECOVERED IN GOOD CONDITION.
 JE0075
 JE0075                          STATION RECOVERY (2006)
 JE0075
 JE0075'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE0075'THE SWITCH STAND, TELEPHONE POLE AND CHAIN LINK FENCE HAVE BEEN
 JE0075'REMOVED.
 JE0075'HH2 (NAD 83) N38 59 25.0 W94 24 45.2
 JE0075' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0134 ***********************************************************************
 KE0134  DESIGNATION -  K 42
 KE0134  PID         -  KE0134
 KE0134  STATE/COUNTY-  MO/JACKSON
 KE0134  USGS QUAD   -  INDEPENDENCE (1990)
 KE0134
 KE0134                         *CURRENT SURVEY CONTROL
 KE0134  ___________________________________________________________________
 KE0134* NAD 83(1986)-  39 01 44.     (N)    094 24 58.     (W)     SCALED    
 KE0134* NAVD 88     -       273.118  (meters)     896.05   (feet)  ADJUSTED  
 KE0134  ___________________________________________________________________
 KE0134  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE0134  DYNAMIC HT  -         272.939 (meters)     895.47  (feet)  COMP
 KE0134  MODELED GRAV-     979,966.6   (mgal)                       NAVD 88
 KE0134
 KE0134  VERT ORDER  -  FIRST     CLASS II
 KE0134
 KE0134.The horizontal coordinates were scaled from a topographic map and have
 KE0134.an estimated accuracy of +/- 6 seconds.
 KE0134
 KE0134.The orthometric height was determined by differential leveling
 KE0134.and adjusted by the National Geodetic Survey in June 1991..
 KE0134
 KE0134.The geoid height was determined by GEOID03.
 KE0134
 KE0134.The dynamic height is computed by dividing the NAVD 88
 KE0134.geopotential number by the normal gravity value computed on the
 KE0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0134.degrees latitude (g = 980.6199 gals.).
 KE0134
 KE0134.The modeled gravity was interpolated from observed gravity values.
 KE0134
 KE0134;                    North         East    Units  Estimated Accuracy
 KE0134;SPC MO W     -   317,660.      857,260.      MT  (+/- 180 meters Scaled)
 KE0134
 KE0134                          SUPERSEDED SURVEY CONTROL
 KE0134
 KE0134  NGVD 29 (??/??/92)  273.037  (m)          895.79   (f) ADJ UNCH    1 2
 KE0134
 KE0134.Superseded values are not recommended for survey control.
 KE0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0134.See file dsdata.txt to determine how the superseded data were derived.
 KE0134
 KE0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD774209(NAD 83)
 KE0134_MARKER: DB = BENCH MARK DISK
 KE0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0134_SP_SET: CONCRETE POST
 KE0134_STAMPING: K 42 1938
 KE0134_MARK LOGO: USGS  
 KE0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0134+STABILITY: SURFACE MOTION
 KE0134
 KE0134  HISTORY     - Date     Condition        Report By
 KE0134  HISTORY     - 1938     MONUMENTED       USGS
 KE0134  HISTORY     - 1960     GOOD             NGS
 KE0134  HISTORY     - 1981     MARK NOT FOUND   NGS
 KE0134
 KE0134                          STATION DESCRIPTION
 KE0134
 KE0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KE0134'2.5 MI N FROM LITTLE BLUE.
 KE0134'2.5 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0134'THE CROSSING OF LITTLE BLUE ROAD AT LITTLE BLUE, JACKSON COUNTY,
 KE0134'THENCE 0.3 MILE EAST ALONG 51ST STREET, OR 4.5 MILES SOUTHEAST
 KE0134'ALONG THE M.P.R.R. FROM THE STATION AT INDEPENDENCE, THENCE
 KE0134'0.4 MILE EAST-SOUTHEAST ALONG OLD ABANDONED RAILROAD GRADE,
 KE0134'AND 24 FEET NORTH-NORTHEAST OF THE CENTER OF OLD RAILROAD GRADE.
 KE0134'THIS MARK IS 0.3 MILE EAST FROM THE 51ST STREET CONCRETE OVERPASS
 KE0134'OVER THE M.P.R.R., 0.3 MILE NORTH OF BENCH MARK J 231, ABOUT
 KE0134'200 YARDS WEST OF WHERE THE OLD ROADBED CROSSES JACKSON COUNTY
 KE0134'ROAD V (NOLAND ROAD AND FORMERLY U.S. HIGHWAY 71 BYPASS),
 KE0134'200 FEET NORTHWEST OF A SOUTH TO WEST CURVE ON 51ST STREET,
 KE0134'AND 175 FEET NORTH OF THE CENTER OF 51ST STREET.  A STANDARD
 KE0134'U.S.G.S. DISK, STAMPED K 42 1938 AND SET IN A CONCRETE POST
 KE0134'WHICH PROJECTS 4 INCHES.
 KE0134
 KE0134                          STATION RECOVERY (1981)
 KE0134
 KE0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0138 ***********************************************************************
 KE0138  DESIGNATION -  K 43
 KE0138  PID         -  KE0138
 KE0138  STATE/COUNTY-  MO/JACKSON
 KE0138  USGS QUAD   -  INDEPENDENCE (1990)
 KE0138
 KE0138                         *CURRENT SURVEY CONTROL
 KE0138  ___________________________________________________________________
 KE0138* NAD 83(1986)-  39 03 26.     (N)    094 24 55.     (W)     SCALED    
 KE0138* NAVD 88     -       310.980  (meters)    1020.27   (feet)  ADJUSTED  
 KE0138  ___________________________________________________________________
 KE0138  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KE0138  DYNAMIC HT  -         310.777 (meters)    1019.61  (feet)  COMP
 KE0138  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 KE0138
 KE0138  VERT ORDER  -  FIRST     CLASS II
 KE0138
 KE0138.The horizontal coordinates were scaled from a topographic map and have
 KE0138.an estimated accuracy of +/- 6 seconds.
 KE0138
 KE0138.The orthometric height was determined by differential leveling
 KE0138.and adjusted by the National Geodetic Survey in June 1991..
 KE0138
 KE0138.The geoid height was determined by GEOID03.
 KE0138
 KE0138.The dynamic height is computed by dividing the NAVD 88
 KE0138.geopotential number by the normal gravity value computed on the
 KE0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0138.degrees latitude (g = 980.6199 gals.).
 KE0138
 KE0138.The modeled gravity was interpolated from observed gravity values.
 KE0138
 KE0138;                    North         East    Units  Estimated Accuracy
 KE0138;SPC MO W     -   320,810.      857,330.      MT  (+/- 180 meters Scaled)
 KE0138
 KE0138                          SUPERSEDED SURVEY CONTROL
 KE0138
 KE0138  NGVD 29 (??/??/92)  310.892  (m)         1019.98   (f) ADJ UNCH    1 2
 KE0138
 KE0138.Superseded values are not recommended for survey control.
 KE0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0138.See file dsdata.txt to determine how the superseded data were derived.
 KE0138
 KE0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD775240(NAD 83)
 KE0138_MARKER: DB = BENCH MARK DISK
 KE0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0138_SP_SET: CONCRETE POST
 KE0138_STAMPING: K 43 1938
 KE0138_MARK LOGO: USGS  
 KE0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0138+STABILITY: SURFACE MOTION
 KE0138
 KE0138  HISTORY     - Date     Condition        Report By
 KE0138  HISTORY     - 1938     MONUMENTED       USGS
 KE0138  HISTORY     - 1950     GOOD             NGS
 KE0138  HISTORY     - 1981     MARK NOT FOUND   NGS
 KE0138  HISTORY     - 20010322 MARK NOT FOUND   SKW
 KE0138  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0138
 KE0138                          STATION DESCRIPTION
 KE0138
 KE0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0138'2.7 MI SE FROM INDEPENDENCE.
 KE0138'2.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0138'THE STATION AT INDEPENDENCE, AT THE CROSSING OF 35TH STREET
 KE0138'145 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOLDERS DRIVE
 KE0138'INN, 150 FEET WEST OF THE CENTER LINE OF NOLAN ROAD, 115 FEET
 KE0138'EAST OF THE EAST RAIL, 36 FEET EAST OF THE CENTER LINE OF AN
 KE0138'ABANDONED RAILROAD BED, 35 FEET NORTH OF THE CENTER LINE OF
 KE0138'35TH STREET, 6.2 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT
 KE0138'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
 KE0138
 KE0138                          STATION RECOVERY (1981)
 KE0138
 KE0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0138'MARK NOT FOUND.
 KE0138
 KE0138                          STATION RECOVERY (2001)
 KE0138
 KE0138'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 KE0138'MARK NOT FOUND.
 KE0138
 KE0138                          STATION RECOVERY (2001)
 KE0138
 KE0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0138'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0143 ***********************************************************************
 KE0143  DESIGNATION -  K 44
 KE0143  PID         -  KE0143
 KE0143  STATE/COUNTY-  MO/JACKSON
 KE0143  USGS QUAD   -  INDEPENDENCE (1990)
 KE0143
 KE0143                         *CURRENT SURVEY CONTROL
 KE0143  ___________________________________________________________________
 KE0143* NAD 83(1986)-  39 05 08.     (N)    094 25 35.     (W)     SCALED    
 KE0143* NAVD 88     -       291.408  (meters)     956.06   (feet)  ADJUSTED  
 KE0143  ___________________________________________________________________
 KE0143  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE0143  DYNAMIC HT  -         291.218 (meters)     955.44  (feet)  COMP
 KE0143  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 KE0143
 KE0143  VERT ORDER  -  FIRST     CLASS II
 KE0143
 KE0143.The horizontal coordinates were scaled from a topographic map and have
 KE0143.an estimated accuracy of +/- 6 seconds.
 KE0143
 KE0143.The orthometric height was determined by differential leveling
 KE0143.and adjusted by the National Geodetic Survey in June 1991..
 KE0143
 KE0143.The geoid height was determined by GEOID03.
 KE0143
 KE0143.The dynamic height is computed by dividing the NAVD 88
 KE0143.geopotential number by the normal gravity value computed on the
 KE0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0143.degrees latitude (g = 980.6199 gals.).
 KE0143
 KE0143.The modeled gravity was interpolated from observed gravity values.
 KE0143
 KE0143;                    North         East    Units  Estimated Accuracy
 KE0143;SPC MO W     -   323,950.      856,370.      MT  (+/- 180 meters Scaled)
 KE0143
 KE0143                          SUPERSEDED SURVEY CONTROL
 KE0143
 KE0143  NGVD 29 (??/??/92)  291.320  (m)          955.77   (f) ADJ UNCH    1 2
 KE0143
 KE0143.Superseded values are not recommended for survey control.
 KE0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0143.See file dsdata.txt to determine how the superseded data were derived.
 KE0143
 KE0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD766272(NAD 83)
 KE0143_MARKER: DB = BENCH MARK DISK
 KE0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0143_SP_SET: CONCRETE POST
 KE0143_STAMPING: K 44 1938
 KE0143_MARK LOGO: USGS  
 KE0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0143+STABILITY: SURFACE MOTION
 KE0143
 KE0143  HISTORY     - Date     Condition        Report By
 KE0143  HISTORY     - 1938     MONUMENTED       USGS
 KE0143  HISTORY     - 1950     GOOD             NGS
 KE0143  HISTORY     - 1981     MARK NOT FOUND   NGS
 KE0143  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0143
 KE0143                          STATION DESCRIPTION
 KE0143
 KE0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0143'0.2 MI E FROM INDEPENDENCE.
 KE0143'0.2 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 KE0143'AT INDEPENDENCE, 30 FEET SOUTH OF A CONCRETE SIDEWALK LEADING
 KE0143'TO THE GLEANER HARVESTER CORPORATION, 48 FEET NORTH OF THE
 KE0143'NORTH RAIL OF THE MAIN TRACK, 21 FEET EAST OF THE CENTER LINE
 KE0143'OF COTTAGE STREET, IN THE CORNER OF A HEDGE FENCE, SET IN THE
 KE0143'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 KE0143
 KE0143                          STATION RECOVERY (1981)
 KE0143
 KE0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0143'MARK NOT FOUND.
 KE0143
 KE0143                          STATION RECOVERY (2001)
 KE0143
 KE0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0143'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0149 ***********************************************************************
 KE0149  DESIGNATION -  K 45
 KE0149  PID         -  KE0149
 KE0149  STATE/COUNTY-  MO/JACKSON
 KE0149  USGS QUAD   -  INDEPENDENCE (1990)
 KE0149
 KE0149                         *CURRENT SURVEY CONTROL
 KE0149  ___________________________________________________________________
 KE0149* NAD 83(1986)-  39 06 26.     (N)    094 27 37.     (W)     SCALED    
 KE0149* NAVD 88     -       245.906  (meters)     806.78   (feet)  POSTED    
 KE0149  ___________________________________________________________________
 KE0149  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE0149  DYNAMIC HT  -         245.750 (meters)     806.26  (feet)  COMP
 KE0149  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 KE0149
 KE0149  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KE0149
 KE0149.The horizontal coordinates were scaled from a topographic map and have
 KE0149.an estimated accuracy of +/- 6 seconds.
 KE0149
 KE0149.The orthometric height was determined by differential leveling
 KE0149.and adjusted by the National Geodetic Survey in 1992..
 KE0149.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KE0149.rate of 3.1 thru 4.0 mm/km.
 KE0149
 KE0149.The geoid height was determined by GEOID03.
 KE0149
 KE0149.The dynamic height is computed by dividing the NAVD 88
 KE0149.geopotential number by the normal gravity value computed on the
 KE0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0149.degrees latitude (g = 980.6199 gals.).
 KE0149
 KE0149.The modeled gravity was interpolated from observed gravity values.
 KE0149
 KE0149;                    North         East    Units  Estimated Accuracy
 KE0149;SPC MO W     -   326,350.      853,440.      MT  (+/- 180 meters Scaled)
 KE0149
 KE0149                          SUPERSEDED SURVEY CONTROL
 KE0149
 KE0149  NGVD 29 (??/??/92)  245.83   (m)          806.5    (f) COMPUTED    2 2
 KE0149
 KE0149.Superseded values are not recommended for survey control.
 KE0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0149.See file dsdata.txt to determine how the superseded data were derived.
 KE0149
 KE0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD737296(NAD 83)
 KE0149_MARKER: DB = BENCH MARK DISK
 KE0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0149_SP_SET: CONCRETE POST
 KE0149_STAMPING: K 45 1938
 KE0149_MARK LOGO: USGS  
 KE0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0149+STABILITY: SURFACE MOTION
 KE0149
 KE0149  HISTORY     - Date     Condition        Report By
 KE0149  HISTORY     - 1938     MONUMENTED       USGS
 KE0149  HISTORY     - 1947     GOOD             NGS
 KE0149  HISTORY     - 1981     MARK NOT FOUND   NGS
 KE0149
 KE0149                          STATION DESCRIPTION
 KE0149
 KE0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KE0149'AT FAIRMOUNT.
 KE0149'AT FAIRMOUNT, JACKSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 KE0149'ABOUT 1/2 MILE NORTHWEST OF THE STATION, 13 FEET SOUTHEAST
 KE0149'OF POLE 275/29, AT A STREET CROSSING, 31 FEET NORTHEAST OF THE
 KE0149'NORTHEAST RAIL, 35 FEET NORTH OF THE CENTERLINE OF LEXINGTON
 KE0149'AVENUE, 30 FEET WEST OF THE CENTERLINE OF HAWTHORNE AVENUE,
 KE0149'AND 25 FEET WEST-SOUTHWEST OF A CROSSING-WARNING SIGN.  A U.S.
 KE0149'GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 45 1938 AND SET
 KE0149'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 KE0149'THIS MARK IS IN THE INTER-CITY DISTRICT.
 KE0149
 KE0149                          STATION RECOVERY (1981)
 KE0149
 KE0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1136 ***********************************************************************
 KE1136  DESIGNATION -  K 46
 KE1136  PID         -  KE1136
 KE1136  STATE/COUNTY-  MO/JACKSON
 KE1136  USGS QUAD   -  KANSAS CITY (1991)
 KE1136
 KE1136                         *CURRENT SURVEY CONTROL
 KE1136  ___________________________________________________________________
 KE1136* NAD 83(1986)-  39 07 20.     (N)    094 30 49.     (W)     SCALED    
 KE1136* NAVD 88     -       225.641  (meters)     740.29   (feet)  ADJUSTED  
 KE1136  ___________________________________________________________________
 KE1136  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KE1136  DYNAMIC HT  -         225.497 (meters)     739.82  (feet)  COMP
 KE1136  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 KE1136
 KE1136  VERT ORDER  -  SECOND    CLASS II
 KE1136
 KE1136.The horizontal coordinates were scaled from a topographic map and have
 KE1136.an estimated accuracy of +/- 6 seconds.
 KE1136
 KE1136.The orthometric height was determined by differential leveling
 KE1136.and adjusted by the National Geodetic Survey in June 1991..
 KE1136
 KE1136.The geoid height was determined by GEOID03.
 KE1136
 KE1136.The dynamic height is computed by dividing the NAVD 88
 KE1136.geopotential number by the normal gravity value computed on the
 KE1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1136.degrees latitude (g = 980.6199 gals.).
 KE1136
 KE1136.The modeled gravity was interpolated from observed gravity values.
 KE1136
 KE1136;                    North         East    Units  Estimated Accuracy
 KE1136;SPC MO W     -   328,020.      848,820.      MT  (+/- 180 meters Scaled)
 KE1136
 KE1136                          SUPERSEDED SURVEY CONTROL
 KE1136
 KE1136  NGVD 29 (??/??/92)  225.56   (m)          740.0    (f) COMPUTED    2 2
 KE1136
 KE1136.Superseded values are not recommended for survey control.
 KE1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1136.See file dsdata.txt to determine how the superseded data were derived.
 KE1136
 KE1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD691314(NAD 83)
 KE1136_MARKER: DB = BENCH MARK DISK
 KE1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1136_SP_SET: CONCRETE POST
 KE1136_STAMPING: K 46 1938
 KE1136_MARK LOGO: USGS  
 KE1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1136+STABILITY: SURFACE MOTION
 KE1136
 KE1136  HISTORY     - Date     Condition        Report By
 KE1136  HISTORY     - 1938     MONUMENTED       USGS
 KE1136  HISTORY     - 20011113 MARK NOT FOUND   SKW
 KE1136
 KE1136                          STATION DESCRIPTION
 KE1136
 KE1136'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 KE1136'IN KANSAS CITY.
 KE1136'KANSAS CITY, NORTHEAST PART OF, IN THE SOUTHWEST QUARTER OF
 KE1136'SECTION 25, T. 50 N., R. 33 W., 49 FEET EAST OF TOPPING AVENUE, 43
 KE1136'FEET SOUTH OF MAIN LINE OF THE MISSOURI PACIFIC RAILROAD, 82 FEET
 KE1136'NORTH OF DIVISION OFFICES, IN GRASS PLOT, A CONCRETE POST WITH
 KE1136'STANDARD TABLET STAMPED K 46 1938.
 KE1136
 KE1136                          STATION RECOVERY (2001)
 KE1136
 KE1136'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 KE1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0040 ***********************************************************************
 GG0040  DESIGNATION -  K 47
 GG0040  PID         -  GG0040
 GG0040  STATE/COUNTY-  MO/NEWTON
 GG0040  USGS QUAD   -  TIPTON FORD (1972)
 GG0040
 GG0040                         *CURRENT SURVEY CONTROL
 GG0040  ___________________________________________________________________
 GG0040* NAD 83(1986)-  36 52 37.     (N)    094 22 31.     (W)     SCALED    
 GG0040* NAVD 88     -       317.050  (meters)    1040.19   (feet)  ADJUSTED  
 GG0040  ___________________________________________________________________
 GG0040  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GG0040  DYNAMIC HT  -         316.789 (meters)    1039.33  (feet)  COMP
 GG0040  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 GG0040
 GG0040  VERT ORDER  -  SECOND    CLASS 0
 GG0040
 GG0040.The horizontal coordinates were scaled from a topographic map and have
 GG0040.an estimated accuracy of +/- 6 seconds.
 GG0040
 GG0040.The orthometric height was determined by differential leveling
 GG0040.and adjusted by the National Geodetic Survey in June 1991..
 GG0040
 GG0040.The geoid height was determined by GEOID03.
 GG0040
 GG0040.The dynamic height is computed by dividing the NAVD 88
 GG0040.geopotential number by the normal gravity value computed on the
 GG0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0040.degrees latitude (g = 980.6199 gals.).
 GG0040
 GG0040.The modeled gravity was interpolated from observed gravity values.
 GG0040
 GG0040;                    North         East    Units  Estimated Accuracy
 GG0040;SPC MO W     -    78,820.      861,120.      MT  (+/- 180 meters Scaled)
 GG0040
 GG0040                          SUPERSEDED SURVEY CONTROL
 GG0040
 GG0040  NGVD 29 (??/??/92)  316.928  (m)         1039.79   (f) ADJ UNCH    2 0
 GG0040
 GG0040.Superseded values are not recommended for survey control.
 GG0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0040.See file dsdata.txt to determine how the superseded data were derived.
 GG0040
 GG0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA774821(NAD 83)
 GG0040_MARKER: DB = BENCH MARK DISK
 GG0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0040_STAMPING: K 47 1934
 GG0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0040+STABILITY: SURFACE MOTION
 GG0040
 GG0040  HISTORY     - Date     Condition        Report By
 GG0040  HISTORY     - 1934     MONUMENTED       CGS
 GG0040  HISTORY     - 1935     GOOD             NGS
 GG0040  HISTORY     - 20060323 MARK NOT FOUND   MODNR
 GG0040
 GG0040                          STATION DESCRIPTION
 GG0040
 GG0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GG0040'AT NEOSHO.
 GG0040'AT NEOSHO, NEWTON COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0040'AT THE CROSSING OF LINCOLN STREET, 75 FEET SOUTH OF THE CENTERLINE
 GG0040'OF THE TRACK, AND 40 FEET WEST OF THE CENTERLINE OF LINCOLN
 GG0040'STREET.  A STANDARD DISK, STAMPED K 47 1934 AND SET IN THE
 GG0040'TOP OF A CONCRETE POST.
 GG0040
 GG0040                          STATION RECOVERY (2006)
 GG0040
 GG0040'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0235 ***********************************************************************
 KE0235  DESIGNATION -  K 47 RESET
 KE0235  PID         -  KE0235
 KE0235  STATE/COUNTY-  MO/JACKSON
 KE0235  USGS QUAD   -  KANSAS CITY (1991)
 KE0235
 KE0235                         *CURRENT SURVEY CONTROL
 KE0235  ___________________________________________________________________
 KE0235* NAD 83(1986)-  39 07 04.     (N)    094 32 53.     (W)     SCALED    
 KE0235* NAVD 88     -       229.05   (meters)     751.5    (feet)  RESET     
 KE0235  ___________________________________________________________________
 KE0235  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE0235
 KE0235  VERT ORDER  -  THIRD
 KE0235
 KE0235.The horizontal coordinates were scaled from a topographic map and have
 KE0235.an estimated accuracy of +/- 6 seconds.
 KE0235
 KE0235.The orthometric height was computed from unverified reset data.
 KE0235
 KE0235.The geoid height was determined by GEOID03.
 KE0235
 KE0235;                    North         East    Units  Estimated Accuracy
 KE0235;SPC MO W     -   327,530.      845,840.      MT  (+/- 180 meters Scaled)
 KE0235
 KE0235                          SUPERSEDED SURVEY CONTROL
 KE0235
 KE0235.No superseded survey control is available for this station.
 KE0235
 KE0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD661309(NAD 83)
 KE0235_MARKER: DB = BENCH MARK DISK
 KE0235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0235_SP_SET: PIER
 KE0235_STAMPING: K 47 1938 RESET 1954
 KE0235_MARK LOGO: USGS  
 KE0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0235
 KE0235  HISTORY     - Date     Condition        Report By
 KE0235  HISTORY     - 1954     MONUMENTED       USGS
 KE0235  HISTORY     - 1986     GOOD             NGS
 KE0235  HISTORY     - 20051112 MARK NOT FOUND   GEOCAC
 KE0235
 KE0235                          STATION DESCRIPTION
 KE0235
 KE0235'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KE0235'AT KANSAS CITY.
 KE0235'IN THE NORTHEASTERN PORTION OF KANSAS CITY, JACKSON COUNTY,
 KE0235'ON THE MISSOURI PACIFIC RAILROAD, 3 FEET SOUTHEAST OF THE
 KE0235'SOUTHEAST CORNER OF THE CHESTNUT AVENUE YARD OFFICE, AT THE
 KE0235'CHESTNUT AVENUE OVERPASS, AT THE FOURTH PIER NORTH OF THE SOUTH
 KE0235'END, IN THE NORTHEAST CORNER OF THE CONCRETE BASE, AND 2 FEET
 KE0235'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED K 47 1938
 KE0235'RESET 1954.
 KE0235
 KE0235                          STATION RECOVERY (1986)
 KE0235
 KE0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0235'RECOVERED IN GOOD CONDITION.
 KE0235
 KE0235                          STATION RECOVERY (2005)
 KE0235
 KE0235'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0235'THE CHESTNUT AVE OVERPASS WAS REPLACED IN THE EARLY 90'S. THE STATION
 KE0235'IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0478 ***********************************************************************
 HC0478  DESIGNATION -  K 49
 HC0478  PID         -  HC0478
 HC0478  STATE/COUNTY-  MO/CRAWFORD
 HC0478  USGS QUAD   -  INDIAN SPRINGS (1985)
 HC0478
 HC0478                         *CURRENT SURVEY CONTROL
 HC0478  ___________________________________________________________________
 HC0478* NAD 83(1986)-  37 52 45.     (N)    091 24 25.     (W)     SCALED    
 HC0478* NAVD 88     -       266.650  (meters)     874.83   (feet)  ADJUSTED  
 HC0478  ___________________________________________________________________
 HC0478  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 HC0478  DYNAMIC HT  -         266.448 (meters)     874.17  (feet)  COMP
 HC0478  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 HC0478
 HC0478  VERT ORDER  -  SECOND    CLASS 0
 HC0478
 HC0478.The horizontal coordinates were scaled from a topographic map and have
 HC0478.an estimated accuracy of +/- 6 seconds.
 HC0478
 HC0478.The orthometric height was determined by differential leveling
 HC0478.and adjusted by the National Geodetic Survey in June 1991..
 HC0478
 HC0478.The geoid height was determined by GEOID03.
 HC0478
 HC0478.The dynamic height is computed by dividing the NAVD 88
 HC0478.geopotential number by the normal gravity value computed on the
 HC0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0478.degrees latitude (g = 980.6199 gals.).
 HC0478
 HC0478.The modeled gravity was interpolated from observed gravity values.
 HC0478
 HC0478;                    North         East    Units  Estimated Accuracy
 HC0478;SPC MO E     -   227,410.      170,220.      MT  (+/- 180 meters Scaled)
 HC0478
 HC0478                          SUPERSEDED SURVEY CONTROL
 HC0478
 HC0478  NGVD 29 (??/??/92)  266.606  (m)          874.69   (f) ADJ UNCH    2 0
 HC0478
 HC0478.Superseded values are not recommended for survey control.
 HC0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0478.See file dsdata.txt to determine how the superseded data were derived.
 HC0478
 HC0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB401936(NAD 83)
 HC0478_MARKER: DB = BENCH MARK DISK
 HC0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0478_STAMPING: K 49 1934
 HC0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0478+STABILITY: SURFACE MOTION
 HC0478
 HC0478  HISTORY     - Date     Condition        Report By
 HC0478  HISTORY     - 1934     MONUMENTED       CGS
 HC0478
 HC0478                          STATION DESCRIPTION
 HC0478
 HC0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0478'3.3 MI N FROM WESCO.
 HC0478'3.3 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HC0478'THE STATION AT WESCO, CRAWFORD COUNTY, 171 FEET WEST OF MILEPOST
 HC0478'104, 23 FEET NORTH OF THE CENTERLINE OF THE TRACK, 19 FEET SOUTH
 HC0478'OF THE CENTERLINE OF A DIRT ROAD PARALLELING THE TRACK, 3 FEET
 HC0478'SOUTH OF THE RIGHT-OF-WAY FENCE, 12 FEET EAST OF THE CENTERLINE
 HC0478'OF A GATEWAY IN THE FENCE, AND 4 FEET NORTH OF A POLE.  A STANDARD
 HC0478'DISK, STAMPED K 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0294 ***********************************************************************
 JE0294  DESIGNATION -  K 5
 JE0294  PID         -  JE0294
 JE0294  STATE/COUNTY-  MO/BATES
 JE0294  USGS QUAD   -  NEW HOME (1991)
 JE0294
 JE0294                         *CURRENT SURVEY CONTROL
 JE0294  ___________________________________________________________________
 JE0294* NAD 83(1986)-  38 10 14.     (N)    094 22 41.     (W)     SCALED    
 JE0294* NAVD 88     -       233.231  (meters)     765.19   (feet)  ADJUSTED  
 JE0294  ___________________________________________________________________
 JE0294  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JE0294  DYNAMIC HT  -         233.062 (meters)     764.64  (feet)  COMP
 JE0294  MODELED GRAV-     979,897.6   (mgal)                       NAVD 88
 JE0294
 JE0294  VERT ORDER  -  FIRST     CLASS II
 JE0294
 JE0294.The horizontal coordinates were scaled from a topographic map and have
 JE0294.an estimated accuracy of +/- 6 seconds.
 JE0294
 JE0294.The orthometric height was determined by differential leveling
 JE0294.and adjusted by the National Geodetic Survey in June 1991..
 JE0294.WARNING-Repeat measurements at this control monument indicate possible
 JE0294.vertical movement.
 JE0294
 JE0294.The geoid height was determined by GEOID03.
 JE0294
 JE0294.The dynamic height is computed by dividing the NAVD 88
 JE0294.geopotential number by the normal gravity value computed on the
 JE0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0294.degrees latitude (g = 980.6199 gals.).
 JE0294
 JE0294.The modeled gravity was interpolated from observed gravity values.
 JE0294
 JE0294;                    North         East    Units  Estimated Accuracy
 JE0294;SPC MO W     -   222,390.      860,690.      MT  (+/- 180 meters Scaled)
 JE0294
 JE0294                          SUPERSEDED SURVEY CONTROL
 JE0294
 JE0294  NGVD 29 (??/??/92)  233.113  (m)          764.80   (f) ADJ UNCH    1 2
 JE0294
 JE0294.Superseded values are not recommended for survey control.
 JE0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0294.See file dsdata.txt to determine how the superseded data were derived.
 JE0294
 JE0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC792256(NAD 83)
 JE0294_MARKER: DB = BENCH MARK DISK
 JE0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0294_SP_SET: CONCRETE POST
 JE0294_STAMPING: K 5 1938
 JE0294_MARK LOGO: USGS  
 JE0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0294+STABILITY: SURFACE MOTION
 JE0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0294+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 JE0294
 JE0294  HISTORY     - Date     Condition        Report By
 JE0294  HISTORY     - 1938     MONUMENTED       USGS
 JE0294  HISTORY     - 1963     GOOD             NGS
 JE0294  HISTORY     - 1963     GOOD             USGS
 JE0294  HISTORY     - 20060408 GOOD             INDIV
 JE0294
 JE0294                          STATION DESCRIPTION
 JE0294
 JE0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0294'5.4 MI N FROM RICH HILL.
 JE0294'5.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0294'STATION AT RICH HILL, AT ATHOL, ABOUT 1/4 MILE WEST OF THE
 JE0294'QUARTER CORNER BETWEEN SECTIONS 7 AND 18, T 39 N, R 31 W, AT
 JE0294'A ROAD CROSSING, 65 FEET SOUTH OF THE ROAD, 46 FEET EAST OF THE
 JE0294'TRACK, AND INSIDE THE RIGHT-OF-WAY FENCE.  A UNITED STATES
 JE0294'GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 5 1938 AND SET IN
 JE0294'THE TOP OF A CONCRETE POST.
 JE0294
 JE0294                          STATION RECOVERY (1963)
 JE0294
 JE0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JE0294'ABOUT 5.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0294'STATION AT RICH HILL, 12 POLES NORTH OF MILEPOST 294, 88 1/2 FEET
 JE0294'SOUTH- EAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A ROAD,
 JE0294'66 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 43 1/2 FEET EAST OF THE
 JE0294'EAST RAIL, 41 FEET SOUTH OF A CORNER FENCE POST, 37 FEET NORTH OF A
 JE0294'LONE 16-INCH ELM TREE, 2 1/2 FEET WEST OF A FENCE, 3.0 FEET NORTHEAST
 JE0294'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 JE0294'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JE0294
 JE0294                          STATION RECOVERY (2006)
 JE0294
 JE0294'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0579 ***********************************************************************
 JE0579  DESIGNATION -  K 5 B 1
 JE0579  PID         -  JE0579
 JE0579  STATE/COUNTY-  MO/BATES
 JE0579  USGS QUAD   -  BUTLER (1961)
 JE0579
 JE0579                         *CURRENT SURVEY CONTROL
 JE0579  ___________________________________________________________________
 JE0579* NAD 83(1986)-  38 15 27.     (N)    094 15 48.     (W)     SCALED    
 JE0579* NAVD 88     -       274.789  (meters)     901.54   (feet)  ADJUSTED  
 JE0579  ___________________________________________________________________
 JE0579  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0579  DYNAMIC HT  -         274.590 (meters)     900.88  (feet)  COMP
 JE0579  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 JE0579
 JE0579  VERT ORDER  -  SECOND    CLASS 0
 JE0579
 JE0579.The horizontal coordinates were scaled from a topographic map and have
 JE0579.an estimated accuracy of +/- 6 seconds.
 JE0579
 JE0579.The orthometric height was determined by differential leveling
 JE0579.and adjusted by the National Geodetic Survey in June 1991..
 JE0579
 JE0579.The geoid height was determined by GEOID03.
 JE0579
 JE0579.The dynamic height is computed by dividing the NAVD 88
 JE0579.geopotential number by the normal gravity value computed on the
 JE0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0579.degrees latitude (g = 980.6199 gals.).
 JE0579
 JE0579.The modeled gravity was interpolated from observed gravity values.
 JE0579
 JE0579;                    North         East    Units  Estimated Accuracy
 JE0579;SPC MO W     -   232,060.      870,710.      MT  (+/- 180 meters Scaled)
 JE0579
 JE0579                          SUPERSEDED SURVEY CONTROL
 JE0579
 JE0579  NGVD 29 (??/??/92)  274.67   (m)          901.1    (f) COMPUTED    2 0
 JE0579
 JE0579.Superseded values are not recommended for survey control.
 JE0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0579.See file dsdata.txt to determine how the superseded data were derived.
 JE0579
 JE0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC894351(NAD 83)
 JE0579_MARKER: DZ = AZIMUTH MARK DISK
 JE0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0579+STABILITY: SURFACE MOTION
 JE0579
 JE0579  HISTORY     - Date     Condition        Report By
 JE0579  HISTORY     - UNK      MONUMENTED       DOD
 JE0579  HISTORY     - 1963     GOOD             NGS
 JE0579
 JE0579                          STATION DESCRIPTION
 JE0579
 JE0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0579'4.9 MI E FROM BUTLER.
 JE0579'ABOUT 0.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM
 JE0579'THE STATION AT BUTLER, THENCE 4.6 MILES EAST ALONG STATE ROAD H,
 JE0579'IN SECTION 20, T 40 N, R 30 W, 0.3 MILE WEST OF A SET OF FARM
 JE0579'BUILDINGS, 278 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 242
 JE0579'FEET SOUTH OF A FENCE, 120 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 JE0579'OF A SMALL STOCK POND, AND THE TOP SURFACE OVER THE CENTER HOLE
 JE0579'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 JE0579'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0580 ***********************************************************************
 JE0580  DESIGNATION -  K 5 B 2
 JE0580  PID         -  JE0580
 JE0580  STATE/COUNTY-  MO/BATES
 JE0580  USGS QUAD   -  BUTLER (1961)
 JE0580
 JE0580                         *CURRENT SURVEY CONTROL
 JE0580  ___________________________________________________________________
 JE0580* NAD 83(1986)-  38 15 19.     (N)    094 15 55.     (W)     SCALED    
 JE0580* NAVD 88     -       277.927  (meters)     911.83   (feet)  ADJUSTED  
 JE0580  ___________________________________________________________________
 JE0580  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0580  DYNAMIC HT  -         277.726 (meters)     911.17  (feet)  COMP
 JE0580  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 JE0580
 JE0580  VERT ORDER  -  SECOND    CLASS 0
 JE0580
 JE0580.The horizontal coordinates were scaled from a topographic map and have
 JE0580.an estimated accuracy of +/- 6 seconds.
 JE0580
 JE0580.The orthometric height was determined by differential leveling
 JE0580.and adjusted by the National Geodetic Survey in June 1991..
 JE0580
 JE0580.The geoid height was determined by GEOID03.
 JE0580
 JE0580.The dynamic height is computed by dividing the NAVD 88
 JE0580.geopotential number by the normal gravity value computed on the
 JE0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0580.degrees latitude (g = 980.6199 gals.).
 JE0580
 JE0580.The modeled gravity was interpolated from observed gravity values.
 JE0580
 JE0580;                    North         East    Units  Estimated Accuracy
 JE0580;SPC MO W     -   231,810.      870,540.      MT  (+/- 180 meters Scaled)
 JE0580
 JE0580                          SUPERSEDED SURVEY CONTROL
 JE0580
 JE0580  NGVD 29 (??/??/92)  277.81   (m)          911.4    (f) COMPUTED    2 0
 JE0580
 JE0580.Superseded values are not recommended for survey control.
 JE0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0580.See file dsdata.txt to determine how the superseded data were derived.
 JE0580
 JE0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC892348(NAD 83)
 JE0580_MARKER: DZ = AZIMUTH MARK DISK
 JE0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0580+STABILITY: SURFACE MOTION
 JE0580
 JE0580  HISTORY     - Date     Condition        Report By
 JE0580  HISTORY     - UNK      MONUMENTED       DOD
 JE0580  HISTORY     - 1963     GOOD             NGS
 JE0580
 JE0580                          STATION DESCRIPTION
 JE0580
 JE0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0580'5.1 MI E FROM BUTLER.
 JE0580'ABOUT 0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM
 JE0580'THE STATION AT BUTLER, THENCE 4.5 MILES EAST ALONG STATE ROAD
 JE0580'H, THENCE 0.3 MILE SOUTH ACROSS COUNTRY, 0.1 MILE EAST OF A SMALL
 JE0580'GROVE OF TREES, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 JE0580'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JE0580'CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0655 ***********************************************************************
 HD0655  DESIGNATION -  K 5 RESET
 HD0655  PID         -  HD0655
 HD0655  STATE/COUNTY-  MO/GREENE
 HD0655  USGS QUAD   -  BROOKLINE (1975)
 HD0655
 HD0655                         *CURRENT SURVEY CONTROL
 HD0655  ___________________________________________________________________
 HD0655* NAD 83(1986)-  37 12 44.     (N)    093 22 45.     (W)     SCALED    
 HD0655* NAVD 88     -       393.23   (meters)    1290.1    (feet)  RESET     
 HD0655  ___________________________________________________________________
 HD0655  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 HD0655
 HD0655  VERT ORDER  -  THIRD
 HD0655
 HD0655.The horizontal coordinates were scaled from a topographic map and have
 HD0655.an estimated accuracy of +/- 6 seconds.
 HD0655
 HD0655.The orthometric height was computed from unverified reset data.
 HD0655
 HD0655.The geoid height was determined by GEOID03.
 HD0655
 HD0655;                    North         East    Units  Estimated Accuracy
 HD0655;SPC MO C     -   153,370.      421,970.      MT  (+/- 180 meters Scaled)
 HD0655
 HD0655                          SUPERSEDED SURVEY CONTROL
 HD0655
 HD0655.No superseded survey control is available for this station.
 HD0655
 HD0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB663184(NAD 83)
 HD0655_MARKER: DB = BENCH MARK DISK
 HD0655_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HD0655_SP_SET: WINGWALL
 HD0655_STAMPING: K 5 RESET 1966
 HD0655_MARK LOGO: CGS   
 HD0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0655+STABILITY: SURFACE MOTION
 HD0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0655+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1989
 HD0655
 HD0655  HISTORY     - Date     Condition        Report By
 HD0655  HISTORY     - 1966     MONUMENTED       LOCENG
 HD0655  HISTORY     - 19891018 GOOD             NGS
 HD0655
 HD0655                          STATION DESCRIPTION
 HD0655
 HD0655'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 HD0655'4.8 MI W FROM SPRINGFIELD.
 HD0655'ABOUT 4.8 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0655'FROM SPRINGFIELD, AT THE BRIDGE OVER U.S. HIGHWAY 66, IN THE
 HD0655'TOP OF THE NORTHEAST WINGWALL, 135 FEET NORTHEAST OF THE CENTERLINE
 HD0655'OF THE TRACK AT THE CENTERLINE OF THE CENTERLINE OF THE HIGHWAY.
 HD0655
 HD0655                          STATION RECOVERY (1989)
 HD0655
 HD0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0655'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.6 KM
 HD0655'(0.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 44 BUSINESS FROM ITS
 HD0655'JUNCTION WITH INTERSTATE HIGHWAY 44 IN WEST SPRINGFIELD, IN TOP OF
 HD0655'AND 0.1 M (0.3 FT) WEST OF THE EAST END OF THE NORTHEAST WINGWALL OF
 HD0655'A BURLINGTON NORTHERN RAILROAD OVERPASS, 18.0 M (59.1 FT) (SLOPE
 HD0655'MEASUREMENT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 HD0655'HIGHWAY, 3.2 M (10.5 FT) SOUTHEAST OF THE NEAR RAIL, AND LEVEL WITH
 HD0655'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0583 ***********************************************************************
 JE0583  DESIGNATION -  K 5 Z
 JE0583  PID         -  JE0583
 JE0583  STATE/COUNTY-  MO/BATES
 JE0583  USGS QUAD   -  BUTLER (1961)
 JE0583
 JE0583                         *CURRENT SURVEY CONTROL
 JE0583  ___________________________________________________________________
 JE0583* NAD 83(1986)-  38 15 24.     (N)    094 15 28.     (W)     SCALED    
 JE0583* NAVD 88     -       281.087  (meters)     922.20   (feet)  ADJUSTED  
 JE0583  ___________________________________________________________________
 JE0583  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0583  DYNAMIC HT  -         280.883 (meters)     921.53  (feet)  COMP
 JE0583  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 JE0583
 JE0583  VERT ORDER  -  SECOND    CLASS 0
 JE0583
 JE0583.The horizontal coordinates were scaled from a topographic map and have
 JE0583.an estimated accuracy of +/- 6 seconds.
 JE0583
 JE0583.The orthometric height was determined by differential leveling
 JE0583.and adjusted by the National Geodetic Survey in June 1991..
 JE0583
 JE0583.The geoid height was determined by GEOID03.
 JE0583
 JE0583.The dynamic height is computed by dividing the NAVD 88
 JE0583.geopotential number by the normal gravity value computed on the
 JE0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0583.degrees latitude (g = 980.6199 gals.).
 JE0583
 JE0583.The modeled gravity was interpolated from observed gravity values.
 JE0583
 JE0583;                    North         East    Units  Estimated Accuracy
 JE0583;SPC MO W     -   231,970.      871,200.      MT  (+/- 180 meters Scaled)
 JE0583
 JE0583                          SUPERSEDED SURVEY CONTROL
 JE0583
 JE0583  NGVD 29 (??/??/92)  280.97   (m)          921.8    (f) COMPUTED    2 0
 JE0583
 JE0583.Superseded values are not recommended for survey control.
 JE0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0583.See file dsdata.txt to determine how the superseded data were derived.
 JE0583
 JE0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC899350(NAD 83)
 JE0583_MARKER: DS = TRIANGULATION STATION DISK
 JE0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0583_STAMPING: K 5 Z 1963
 JE0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0583+STABILITY: SURFACE MOTION
 JE0583
 JE0583  HISTORY     - Date     Condition        Report By
 JE0583  HISTORY     - 1963     MONUMENTED       CGS
 JE0583
 JE0583                          STATION DESCRIPTION
 JE0583
 JE0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0583'5.4 MI E FROM BUTLER.
 JE0583'ABOUT 0.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0583'THE STATION AT BUTLER, THENCE 4.95 MILES EAST ALONG STATE ROAD
 JE0583'H, THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD, 39.6 FEET NORTH
 JE0583'OF R.M. 2, 33.5 FEET SOUTH OF R.M. 1, 26 1/2 FEET WEST OF A
 JE0583'GRAVELED ROAD, 8 FEET WEST OF A FENCE, 9.0 FEET SOUTHWEST OF A
 JE0583'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JE0583'IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0582 ***********************************************************************
 JE0582  DESIGNATION -  K 5 Z RM 1
 JE0582  PID         -  JE0582
 JE0582  STATE/COUNTY-  MO/BATES
 JE0582  USGS QUAD   -  BUTLER (1961)
 JE0582
 JE0582                         *CURRENT SURVEY CONTROL
 JE0582  ___________________________________________________________________
 JE0582* NAD 83(1986)-  38 15 24.     (N)    094 15 27.     (W)     SCALED    
 JE0582* NAVD 88     -       281.350  (meters)     923.06   (feet)  ADJUSTED  
 JE0582  ___________________________________________________________________
 JE0582  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0582  DYNAMIC HT  -         281.147 (meters)     922.40  (feet)  COMP
 JE0582  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 JE0582
 JE0582  VERT ORDER  -  SECOND    CLASS 0
 JE0582
 JE0582.The horizontal coordinates were scaled from a topographic map and have
 JE0582.an estimated accuracy of +/- 6 seconds.
 JE0582
 JE0582.The orthometric height was determined by differential leveling
 JE0582.and adjusted by the National Geodetic Survey in June 1991..
 JE0582
 JE0582.The geoid height was determined by GEOID03.
 JE0582
 JE0582.The dynamic height is computed by dividing the NAVD 88
 JE0582.geopotential number by the normal gravity value computed on the
 JE0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0582.degrees latitude (g = 980.6199 gals.).
 JE0582
 JE0582.The modeled gravity was interpolated from observed gravity values.
 JE0582
 JE0582;                    North         East    Units  Estimated Accuracy
 JE0582;SPC MO W     -   231,970.      871,220.      MT  (+/- 180 meters Scaled)
 JE0582
 JE0582                          SUPERSEDED SURVEY CONTROL
 JE0582
 JE0582  NGVD 29 (??/??/92)  281.23   (m)          922.7    (f) COMPUTED    2 0
 JE0582
 JE0582.Superseded values are not recommended for survey control.
 JE0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0582.See file dsdata.txt to determine how the superseded data were derived.
 JE0582
 JE0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC899350(NAD 83)
 JE0582_MARKER: DR = REFERENCE MARK DISK
 JE0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0582_STAMPING: K 5 Z NO 1 1963
 JE0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0582+STABILITY: SURFACE MOTION
 JE0582
 JE0582  HISTORY     - Date     Condition        Report By
 JE0582  HISTORY     - 1963     MONUMENTED       CGS
 JE0582
 JE0582                          STATION DESCRIPTION
 JE0582
 JE0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0582'5.4 MI E FROM BUTLER.
 JE0582'ABOUT 0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0582'THE STATION AT BUTLER, THENCE 4.95 MILES EAST ALONG STATE ROAD
 JE0582'H, THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD, 33.5 FEET
 JE0582'NORTH OF K 5 Z 1963, 20 FEET WEST OF A GRAVELED ROAD, 1 1/2 FEET
 JE0582'WEST OF A FENCE, 28.5 FEET NORTH OF A METAL WITNESS POST, AND
 JE0582'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0581 ***********************************************************************
 JE0581  DESIGNATION -  K 5 Z RM 2
 JE0581  PID         -  JE0581
 JE0581  STATE/COUNTY-  MO/BATES
 JE0581  USGS QUAD   -  BUTLER (1961)
 JE0581
 JE0581                         *CURRENT SURVEY CONTROL
 JE0581  ___________________________________________________________________
 JE0581* NAD 83(1986)-  38 15 24.     (N)    094 15 27.     (W)     SCALED    
 JE0581* NAVD 88     -       281.594  (meters)     923.86   (feet)  ADJUSTED  
 JE0581  ___________________________________________________________________
 JE0581  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0581  DYNAMIC HT  -         281.391 (meters)     923.20  (feet)  COMP
 JE0581  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 JE0581
 JE0581  VERT ORDER  -  SECOND    CLASS 0
 JE0581
 JE0581.The horizontal coordinates were scaled from a topographic map and have
 JE0581.an estimated accuracy of +/- 6 seconds.
 JE0581
 JE0581.The orthometric height was determined by differential leveling
 JE0581.and adjusted by the National Geodetic Survey in June 1991..
 JE0581
 JE0581.The geoid height was determined by GEOID03.
 JE0581
 JE0581.The dynamic height is computed by dividing the NAVD 88
 JE0581.geopotential number by the normal gravity value computed on the
 JE0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0581.degrees latitude (g = 980.6199 gals.).
 JE0581
 JE0581.The modeled gravity was interpolated from observed gravity values.
 JE0581
 JE0581;                    North         East    Units  Estimated Accuracy
 JE0581;SPC MO W     -   231,970.      871,220.      MT  (+/- 180 meters Scaled)
 JE0581
 JE0581                          SUPERSEDED SURVEY CONTROL
 JE0581
 JE0581  NGVD 29 (??/??/92)  281.48   (m)          923.5    (f) COMPUTED    2 0
 JE0581
 JE0581.Superseded values are not recommended for survey control.
 JE0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0581.See file dsdata.txt to determine how the superseded data were derived.
 JE0581
 JE0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC899350(NAD 83)
 JE0581_MARKER: DR = REFERENCE MARK DISK
 JE0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0581_STAMPING: K 5 Z NO 2 1963
 JE0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0581+STABILITY: SURFACE MOTION
 JE0581
 JE0581  HISTORY     - Date     Condition        Report By
 JE0581  HISTORY     - 1963     MONUMENTED       CGS
 JE0581
 JE0581                          STATION DESCRIPTION
 JE0581
 JE0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0581'5.4 MI E FROM BUTLER.
 JE0581'ABOUT 0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0581'THE STATION AT BUTLER, THENCE 4.95 MILES EAST ALONG STATE ROAD
 JE0581'H, THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD, 24 FEET WEST OF
 JE0581'THE CENTER LINE OF THE ROAD, 39.6 FEET SOUTH OF K 5 Z 1963, 43
 JE0581'FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 JE0581'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0486 ***********************************************************************
 HC0486  DESIGNATION -  K 50
 HC0486  PID         -  HC0486
 HC0486  STATE/COUNTY-  MO/DENT
 HC0486  USGS QUAD   -  DOSS (1981)
 HC0486
 HC0486                         *CURRENT SURVEY CONTROL
 HC0486  ___________________________________________________________________
 HC0486* NAD 83(1986)-  37 31 02.     (N)    091 28 10.     (W)     SCALED    
 HC0486* NAVD 88     -       357.353  (meters)    1172.42   (feet)  POSTED    
 HC0486  ___________________________________________________________________
 HC0486  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0486  DYNAMIC HT  -         357.070 (meters)    1171.49  (feet)  COMP
 HC0486  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 HC0486
 HC0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0486
 HC0486.The horizontal coordinates were scaled from a topographic map and have
 HC0486.an estimated accuracy of +/- 6 seconds.
 HC0486
 HC0486.The orthometric height was determined by differential leveling
 HC0486.and adjusted by the National Geodetic Survey in 1992..
 HC0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0486.rate of 0.0 thru 1.0 mm/km.
 HC0486
 HC0486.The geoid height was determined by GEOID03.
 HC0486
 HC0486.The dynamic height is computed by dividing the NAVD 88
 HC0486.geopotential number by the normal gravity value computed on the
 HC0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0486.degrees latitude (g = 980.6199 gals.).
 HC0486
 HC0486.The modeled gravity was interpolated from observed gravity values.
 HC0486
 HC0486;                    North         East    Units  Estimated Accuracy
 HC0486;SPC MO E     -   187,290.      164,300.      MT  (+/- 180 meters Scaled)
 HC0486
 HC0486                          SUPERSEDED SURVEY CONTROL
 HC0486
 HC0486  NGVD 29 (??/??/92)  357.260  (m)         1172.11   (f) ADJ UNCH    2 0
 HC0486
 HC0486.Superseded values are not recommended for survey control.
 HC0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0486.See file dsdata.txt to determine how the superseded data were derived.
 HC0486
 HC0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB352533(NAD 83)
 HC0486_MARKER: DB = BENCH MARK DISK
 HC0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0486_SP_SET: BRIDGE
 HC0486_STAMPING: K 50 1934
 HC0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0486
 HC0486  HISTORY     - Date     Condition        Report By
 HC0486  HISTORY     - 1934     MONUMENTED       CGS
 HC0486
 HC0486                          STATION DESCRIPTION
 HC0486
 HC0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0486'10.7 MI S FROM SALEM.
 HC0486'10.7 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0486'AT SALEM, DENT COUNTY, 1.9 MILES NORTH OF THE POST OFFICE AT
 HC0486'GLADDEN, AT THE BRIDGE OVER GLADDEN VALLEY CREEK, AND IN THE TOP
 HC0486'OF THE WEST END OF THE SOUTH ABUTMENT.  A STANDARD DISK, STAMPED
 HC0486'K 50 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0689 ***********************************************************************
 GE0689  DESIGNATION -  K 51
 GE0689  PID         -  GE0689
 GE0689  STATE/COUNTY-  MO/OREGON
 GE0689  USGS QUAD   -  THOMASVILLE (1986)
 GE0689
 GE0689                         *CURRENT SURVEY CONTROL
 GE0689  ___________________________________________________________________
 GE0689* NAD 83(1986)-  36 48 23.     (N)    091 31 14.     (W)     SCALED    
 GE0689* NAVD 88     -       273.205  (meters)     896.34   (feet)  POSTED    
 GE0689  ___________________________________________________________________
 GE0689  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 GE0689  DYNAMIC HT  -         272.980 (meters)     895.60  (feet)  COMP
 GE0689  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 GE0689
 GE0689  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0689
 GE0689.The horizontal coordinates were scaled from a topographic map and have
 GE0689.an estimated accuracy of +/- 6 seconds.
 GE0689
 GE0689.The orthometric height was determined by differential leveling
 GE0689.and adjusted by the National Geodetic Survey in 1992..
 GE0689.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0689.rate of 0.0 thru 1.0 mm/km.
 GE0689
 GE0689.The geoid height was determined by GEOID03.
 GE0689
 GE0689.The dynamic height is computed by dividing the NAVD 88
 GE0689.geopotential number by the normal gravity value computed on the
 GE0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0689.degrees latitude (g = 980.6199 gals.).
 GE0689
 GE0689.The modeled gravity was interpolated from observed gravity values.
 GE0689
 GE0689;                    North         East    Units  Estimated Accuracy
 GE0689;SPC MO E     -   108,450.      158,930.      MT  (+/- 180 meters Scaled)
 GE0689
 GE0689                          SUPERSEDED SURVEY CONTROL
 GE0689
 GE0689  NGVD 29 (??/??/92)  273.094  (m)          895.98   (f) ADJ UNCH    2 0
 GE0689
 GE0689.Superseded values are not recommended for survey control.
 GE0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0689.See file dsdata.txt to determine how the superseded data were derived.
 GE0689
 GE0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA319744(NAD 83)
 GE0689_MARKER: DB = BENCH MARK DISK
 GE0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0689_STAMPING: K 51 1934
 GE0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0689+STABILITY: SURFACE MOTION
 GE0689
 GE0689  HISTORY     - Date     Condition        Report By
 GE0689  HISTORY     - 1934     MONUMENTED       CGS
 GE0689  HISTORY     - 1977     POOR             NGS
 GE0689
 GE0689                          STATION DESCRIPTION
 GE0689
 GE0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0689'1.8 MI N FROM THOMASVILLE.
 GE0689'1.8 MILES NORTH ALONG STATE HIGHWAY 80 FROM THOMASVILLE, OREGON
 GE0689'COUNTY, 225 FEET NORTH OF L.O. MOUDLINS FARM BUILDINGS, AT
 GE0689'THE CREST OF A RIDGE, 47 FEET SOUTH OF THE T-JUNCTION OF A
 GE0689'SIDE ROAD LEADING EAST, AND 37 FEET EAST OF THE CENTERLINE OF
 GE0689'THE HIGHWAY.  A STANDARD DISK, STAMPED K 51 1934 AND SET IN
 GE0689'THE TOP OF A CONCRETE POST.
 GE0689
 GE0689                          STATION RECOVERY (1977)
 GE0689
 GE0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0689'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0461 ***********************************************************************
 HC0461  DESIGNATION -  K 52
 HC0461  PID         -  HC0461
 HC0461  STATE/COUNTY-  MO/DENT
 HC0461  USGS QUAD   -  STONE HILL (1981)
 HC0461
 HC0461                         *CURRENT SURVEY CONTROL
 HC0461  ___________________________________________________________________
 HC0461* NAD 83(1986)-  37 37 16.     (N)    091 21 21.     (W)     SCALED    
 HC0461* NAVD 88     -       410.297  (meters)    1346.12   (feet)  ADJUSTED  
 HC0461  ___________________________________________________________________
 HC0461  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HC0461  DYNAMIC HT  -         409.978 (meters)    1345.07  (feet)  COMP
 HC0461  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 HC0461
 HC0461  VERT ORDER  -  SECOND    CLASS 0
 HC0461
 HC0461.The horizontal coordinates were scaled from a topographic map and have
 HC0461.an estimated accuracy of +/- 6 seconds.
 HC0461
 HC0461.The orthometric height was determined by differential leveling
 HC0461.and adjusted by the National Geodetic Survey in June 1991..
 HC0461
 HC0461.The geoid height was determined by GEOID03.
 HC0461
 HC0461.The dynamic height is computed by dividing the NAVD 88
 HC0461.geopotential number by the normal gravity value computed on the
 HC0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0461.degrees latitude (g = 980.6199 gals.).
 HC0461
 HC0461.The modeled gravity was interpolated from observed gravity values.
 HC0461
 HC0461;                    North         East    Units  Estimated Accuracy
 HC0461;SPC MO E     -   198,730.      174,450.      MT  (+/- 180 meters Scaled)
 HC0461
 HC0461                          SUPERSEDED SURVEY CONTROL
 HC0461
 HC0461  NGVD 29 (??/??/92)  410.236  (m)         1345.92   (f) ADJ UNCH    2 0
 HC0461
 HC0461.Superseded values are not recommended for survey control.
 HC0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0461.See file dsdata.txt to determine how the superseded data were derived.
 HC0461
 HC0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB450650(NAD 83)
 HC0461_MARKER: DB = BENCH MARK DISK
 HC0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0461_STAMPING: K 52 1934
 HC0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0461+STABILITY: SURFACE MOTION
 HC0461
 HC0461  HISTORY     - Date     Condition        Report By
 HC0461  HISTORY     - 1934     MONUMENTED       CGS
 HC0461  HISTORY     - 1935     GOOD             NGS
 HC0461  HISTORY     - 1977     GOOD             USGS
 HC0461  HISTORY     - 1977     GOOD             USGS
 HC0461
 HC0461                          STATION DESCRIPTION
 HC0461
 HC0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HC0461'11.4 MI E FROM SALEM.
 HC0461'11.4 MILES EAST ALONG STATE HIGHWAY 32 FROM THE INTERSECTION OF
 HC0461'STATE HIGHWAY 19 AT SALEM, DENT COUNTY, 0.8 MILE WEST OF THE JUNCTION
 HC0461'OF STATE HIGHWAY 72, ON THE OUTSIDE OF A SHARP CURVE, 114 FEET SOUTH
 HC0461'OF A TELEPHONE POLE WITH A BRACE POLE, 88 FEET SOUTHWEST OF A
 HC0461'HIGHWAY SIGN, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HC0461'AND 39 FEET SOUTHWEST OF THE CENTERLINE OF A ROAD LEADING SOUTHEAST.
 HC0461'A STANDARD DISK, STAMPED K 52 1934 AND SET IN THE TOP OF A CONCRETE
 HC0461'POST.
 HC0461
 HC0461                          STATION RECOVERY (1977)
 HC0461
 HC0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HC0461'11.4 MILES EAST ALONG STATE HWY. 32 FROM THE ENT. OF STATE HWY. 19 AT
 HC0461'SALEM, DENT CO. 0.8 MILES WEST OF THE JUNCTION OF STATE HWY. 72, ON
 HC0461'THE OUTSIDE OF THE SHARP CURVE, 50 FEET S.E. OF THE CENTERLINE OF THE
 HC0461'HIGHWAY AND 23 FEET S.W. OF THE CENTERLINE OF A ROAD LEADING S.W. A
 HC0461'STANDARD DISK, STAMPED K 52 1934 AND SET IN THE TOP OF A CONCRETE
 HC0461'POST.
 HC0461
 HC0461                          STATION RECOVERY (1977)
 HC0461
 HC0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HC0461'11.4 MILES EAST ALONG STATE HWY. 32 FROM THE ENT. OF STATE HWY. 19 AT
 HC0461'SALEM, DENT CO. 0.8 MILES WEST OF THE JUNCTION OF STATE HWY. 72, ON
 HC0461'THE OUTSIDE OF THE SHARP CURVE, 50 FEET S.E. OF THE CENTERLINE OF THE
 HC0461'HIGHWAY AND 23 FEET S.W. OF THE CENTERLINE OF A ROAD LEADING S.W. A
 HC0461'STANDARD DISK, STAMPED K 52 1934 AND SET IN THE TOP OF A CONCRETE
 HC0461'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0055 ***********************************************************************
 GE0055  DESIGNATION -  K 53
 GE0055  PID         -  GE0055
 GE0055  STATE/COUNTY-  MO/WAYNE
 GE0055  USGS QUAD   -  HENDRICKSON (1976)
 GE0055
 GE0055                         *CURRENT SURVEY CONTROL
 GE0055  ___________________________________________________________________
 GE0055* NAD 83(1986)-  36 59 25.     (N)    090 26 51.     (W)     SCALED    
 GE0055* NAVD 88     -       119.134  (meters)     390.86   (feet)  ADJUSTED  
 GE0055  ___________________________________________________________________
 GE0055  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GE0055  DYNAMIC HT  -         119.040 (meters)     390.55  (feet)  COMP
 GE0055  MODELED GRAV-     979,842.6   (mgal)                       NAVD 88
 GE0055
 GE0055  VERT ORDER  -  SECOND    CLASS 0
 GE0055
 GE0055.The horizontal coordinates were scaled from a topographic map and have
 GE0055.an estimated accuracy of +/- 6 seconds.
 GE0055
 GE0055.The orthometric height was determined by differential leveling
 GE0055.and adjusted by the National Geodetic Survey in June 1991..
 GE0055
 GE0055.The geoid height was determined by GEOID03.
 GE0055
 GE0055.The dynamic height is computed by dividing the NAVD 88
 GE0055.geopotential number by the normal gravity value computed on the
 GE0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0055.degrees latitude (g = 980.6199 gals.).
 GE0055
 GE0055.The modeled gravity was interpolated from observed gravity values.
 GE0055
 GE0055;                    North         East    Units  Estimated Accuracy
 GE0055;SPC MO E     -   128,380.      254,670.      MT  (+/- 180 meters Scaled)
 GE0055
 GE0055                          SUPERSEDED SURVEY CONTROL
 GE0055
 GE0055  NGVD 29 (??/??/92)  119.170  (m)          390.98   (f) ADJ UNCH    2 0
 GE0055
 GE0055.Superseded values are not recommended for survey control.
 GE0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0055.See file dsdata.txt to determine how the superseded data were derived.
 GE0055
 GE0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA271968(NAD 83)
 GE0055_MARKER: DB = BENCH MARK DISK
 GE0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0055_STAMPING: K 53 1934
 GE0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0055+STABILITY: SURFACE MOTION
 GE0055
 GE0055  HISTORY     - Date     Condition        Report By
 GE0055  HISTORY     - 1934     MONUMENTED       CGS
 GE0055  HISTORY     - 1945     GOOD             NGS
 GE0055  HISTORY     - 1965     MARK NOT FOUND   USGS
 GE0055
 GE0055                          STATION DESCRIPTION
 GE0055
 GE0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 GE0055'0.3 MI E FROM TASKEE.
 GE0055'0.3 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GE0055'STATION AT TASKEE, WAYNE COUNTY, 105 FEET WEST OF THE FIFTEENTH
 GE0055'POLE WEST OF MILEPOST B 195, 234 FEET EAST OF A TRESTLE, 21
 GE0055'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2.5 FEET EAST OF
 GE0055'A FENCE.  A STANDARD DISK, STAMPED K 53 1934 AND SET IN THE TOP
 GE0055'OF A CONCRETE POST.  A 4 X 4-INCH WHITE WITNESS POST WAS PLACED
 GE0055'3 FEET NORTH OF THE MARK.  NOTE- THE ST. LOUIS-SAN FRANCISCO
 GE0055'RAILWAY HAS BEEN ABANDONED AS OF FEBRUARY 1945.
 GE0055
 GE0055                          STATION RECOVERY (1965)
 GE0055
 GE0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GE0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0013 ***********************************************************************
 HC0013  DESIGNATION -  K 54
 HC0013  PID         -  HC0013
 HC0013  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0013  USGS QUAD   -  SPROTT (1964)
 HC0013
 HC0013                         *CURRENT SURVEY CONTROL
 HC0013  ___________________________________________________________________
 HC0013* NAD 83(1986)-  37 51 34.     (N)    090 16 11.     (W)     SCALED    
 HC0013* NAVD 88     -       272.645  (meters)     894.50   (feet)  ADJUSTED  
 HC0013  ___________________________________________________________________
 HC0013  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HC0013  DYNAMIC HT  -         272.450 (meters)     893.86  (feet)  COMP
 HC0013  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HC0013
 HC0013  VERT ORDER  -  SECOND    CLASS 0
 HC0013
 HC0013.The horizontal coordinates were scaled from a topographic map and have
 HC0013.an estimated accuracy of +/- 6 seconds.
 HC0013
 HC0013.The orthometric height was determined by differential leveling
 HC0013.and adjusted by the National Geodetic Survey in June 1991..
 HC0013
 HC0013.The geoid height was determined by GEOID03.
 HC0013
 HC0013.The dynamic height is computed by dividing the NAVD 88
 HC0013.geopotential number by the normal gravity value computed on the
 HC0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0013.degrees latitude (g = 980.6199 gals.).
 HC0013
 HC0013.The modeled gravity was interpolated from observed gravity values.
 HC0013
 HC0013;                    North         East    Units  Estimated Accuracy
 HC0013;SPC MO E     -   224,860.      270,260.      MT  (+/- 180 meters Scaled)
 HC0013
 HC0013                          SUPERSEDED SURVEY CONTROL
 HC0013
 HC0013  NGVD 29 (??/??/92)  272.702  (m)          894.69   (f) ADJ UNCH    2 0
 HC0013
 HC0013.Superseded values are not recommended for survey control.
 HC0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0013.See file dsdata.txt to determine how the superseded data were derived.
 HC0013
 HC0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB401937(NAD 83)
 HC0013_MARKER: DB = BENCH MARK DISK
 HC0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0013_STAMPING: K 54 1934
 HC0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0013+STABILITY: SURFACE MOTION
 HC0013
 HC0013  HISTORY     - Date     Condition        Report By
 HC0013  HISTORY     - 1934     MONUMENTED       CGS
 HC0013
 HC0013                          STATION DESCRIPTION
 HC0013
 HC0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0013'AT MILLERS.
 HC0013'AT MILLERS, STE. GENEVIEVE COUNTY, ON THE MISSOURI-ILLINOIS
 HC0013'RAILROAD, 45 FEET EAST OF THE STATION SIGN, 396 FEET EAST OF THE
 HC0013'TWENTIETH POLE WEST OF MILEPOST 101, 366 FEET EAST OF THE CENTER
 HC0013'OF THE CROSING OF STATE HIGHWAY 32, 33 FEET EAST OF THE LOADING
 HC0013'PLATFORM, AND 15 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 HC0013'STAMPED K 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0038 ***********************************************************************
 HC0038  DESIGNATION -  K 56
 HC0038  PID         -  HC0038
 HC0038  STATE/COUNTY-  MO/ST FRANCOIS
 HC0038  USGS QUAD   -  KNOB LICK (1980)
 HC0038
 HC0038                         *CURRENT SURVEY CONTROL
 HC0038  ___________________________________________________________________
 HC0038* NAD 83(1986)-  37 40 17.     (N)    090 21 58.     (W)     SCALED    
 HC0038* NAVD 88     -       278.640  (meters)     914.17   (feet)  ADJUSTED  
 HC0038  ___________________________________________________________________
 HC0038  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HC0038  DYNAMIC HT  -         278.436 (meters)     913.50  (feet)  COMP
 HC0038  MODELED GRAV-     979,888.6   (mgal)                       NAVD 88
 HC0038
 HC0038  VERT ORDER  -  SECOND    CLASS 0
 HC0038
 HC0038.The horizontal coordinates were scaled from a topographic map and have
 HC0038.an estimated accuracy of +/- 6 seconds.
 HC0038
 HC0038.The orthometric height was determined by differential leveling
 HC0038.and adjusted by the National Geodetic Survey in June 1991..
 HC0038
 HC0038.The geoid height was determined by GEOID03.
 HC0038
 HC0038.The dynamic height is computed by dividing the NAVD 88
 HC0038.geopotential number by the normal gravity value computed on the
 HC0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0038.degrees latitude (g = 980.6199 gals.).
 HC0038
 HC0038.The modeled gravity was interpolated from observed gravity values.
 HC0038
 HC0038;                    North         East    Units  Estimated Accuracy
 HC0038;SPC MO E     -   203,970.      261,810.      MT  (+/- 180 meters Scaled)
 HC0038
 HC0038                          SUPERSEDED SURVEY CONTROL
 HC0038
 HC0038  NGVD 29 (??/??/92)  278.695  (m)          914.35   (f) ADJ UNCH    2 0
 HC0038
 HC0038.Superseded values are not recommended for survey control.
 HC0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0038.See file dsdata.txt to determine how the superseded data were derived.
 HC0038
 HC0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB322726(NAD 83)
 HC0038_MARKER: DB = BENCH MARK DISK
 HC0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0038_SP_SET: CULVERT
 HC0038_STAMPING: K 56 1934
 HC0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0038
 HC0038  HISTORY     - Date     Condition        Report By
 HC0038  HISTORY     - 1934     MONUMENTED       CGS
 HC0038  HISTORY     - 1976     GOOD             USGS
 HC0038  HISTORY     - 1976     GOOD             USGS
 HC0038
 HC0038                          STATION DESCRIPTION
 HC0038
 HC0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0038'0.4 MI SE FROM KNOB LICK.
 HC0038'0.4 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0038'STATION AT KNOB LICK, ST. FRANCOIS COUNTY, 390 FEET SOUTHEAST OF
 HC0038'THE FIFTH POLE SOUTHEAST OF MILEPOST 95, 45 FEET NORTH OF A
 HC0038'COUNTY-ROAD CROSSING, IN THE TOP OF THE NORTHWEST HEADWALL OF A
 HC0038'CULVERT ON THE COUNTY ROAD, 54 FEET SOUTHWEST OF A PROPERTY-LINE
 HC0038'FENCE, AND 39 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.
 HC0038'A STANDARD DISK, STAMPED K 56 1934.
 HC0038
 HC0038                          STATION RECOVERY (1976)
 HC0038
 HC0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0038'ABOUT 0.3 MILE SOUTH ALONG OLD RAILROAD GRADE FROM CROSSING WITH
 HC0038'COUNTY ROUTE DD AT KNOB LICK. ABOUT 500 FEET WEST OF THE SECTION
 HC0038'CORNER 3, 4, 9, AND 10, T. 34 N., R. 6 E., 45 FEET NORTHEAST OF
 HC0038'COUNTY ROAD CROSSING OLD GRADE. ON THE NORTH HEADWALL OF CONCRETE
 HC0038'CULVERT UNDER COUNTY ROAD. A STANDARD DISK, STAMPED K 56 1934.
 HC0038
 HC0038                          STATION RECOVERY (1976)
 HC0038
 HC0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0038'ABOUT 0.3 MILE SOUTH ALONG OLD RAILROAD GRADE FROM CROSSING WITH
 HC0038'COUNTY ROUTE DD AT KNOB LICK. ABOUT 500 FEET WEST OF THE SECTION
 HC0038'CORNER 3, 4, 9, AND 10, T. 34 N., R. 6 E., 45 FEET NORTHEAST OF
 HC0038'COUNTY ROAD CROSSING OLD GRADE. ON THE NORTH HEADWALL OF CONCRETE
 HC0038'CULVERT UNDER COUNTY ROAD. A STANDARD DISK, STAMPED K 56 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0276 ***********************************************************************
 JC0276  DESIGNATION -  K 57
 JC0276  PID         -  JC0276
 JC0276  STATE/COUNTY-  MO/STE GENEVIEVE
 JC0276  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC0276
 JC0276                         *CURRENT SURVEY CONTROL
 JC0276  ___________________________________________________________________
 JC0276* NAD 83(1986)-  38 01 07.     (N)    090 05 53.     (W)     SCALED    
 JC0276* NAVD 88     -       121.739  (meters)     399.41   (feet)  ADJUSTED  
 JC0276  ___________________________________________________________________
 JC0276  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 JC0276  DYNAMIC HT  -         121.656 (meters)     399.13  (feet)  COMP
 JC0276  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 JC0276
 JC0276  VERT ORDER  -  SECOND    CLASS 0
 JC0276
 JC0276.The horizontal coordinates were scaled from a topographic map and have
 JC0276.an estimated accuracy of +/- 6 seconds.
 JC0276
 JC0276.The orthometric height was determined by differential leveling
 JC0276.and adjusted by the National Geodetic Survey in June 1991..
 JC0276
 JC0276.The geoid height was determined by GEOID03.
 JC0276
 JC0276.The dynamic height is computed by dividing the NAVD 88
 JC0276.geopotential number by the normal gravity value computed on the
 JC0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0276.degrees latitude (g = 980.6199 gals.).
 JC0276
 JC0276.The modeled gravity was interpolated from observed gravity values.
 JC0276
 JC0276;                    North         East    Units  Estimated Accuracy
 JC0276;SPC MO E     -   242,570.      285,290.      MT  (+/- 180 meters Scaled)
 JC0276
 JC0276                          SUPERSEDED SURVEY CONTROL
 JC0276
 JC0276  NGVD 29 (??/??/92)  121.844  (m)          399.75   (f) ADJ UNCH    2 0
 JC0276
 JC0276.Superseded values are not recommended for survey control.
 JC0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0276.See file dsdata.txt to determine how the superseded data were derived.
 JC0276
 JC0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC547118(NAD 83)
 JC0276_MARKER: DB = BENCH MARK DISK
 JC0276_SETTING: 80 = SET IN A BOULDER
 JC0276_SP_SET: BOULDER
 JC0276_STAMPING: K 57 1934
 JC0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0276+STABILITY: SURFACE MOTION
 JC0276
 JC0276  HISTORY     - Date     Condition        Report By
 JC0276  HISTORY     - 1934     MONUMENTED       CGS
 JC0276
 JC0276                          STATION DESCRIPTION
 JC0276
 JC0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JC0276'4.1 MI NW FROM STE GENEVIEVE.
 JC0276'4.1 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0276'FROM THE STATION AT STE. GENEVIEVE, STE. GENEVIEVE COUNTY, 595
 JC0276'FEET NORTHWEST OF THE ROAD CROSSING AT BUSSEN QUARRY, 312 FEET
 JC0276'NORTHWEST OF THE THIRTY-FIFTH POLE SOUTHEAST OF MILEPOST 60, 45
 JC0276'FEET SOUTHEAST OF THE SOUTHWEST END OF A CULVERT, 25 FEET
 JC0276'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AT THE FOOT OF A BLUFF,
 JC0276'AND IN THE NORTH FACE OF A BOULDER.  A STANDARD DISK, STAMPED
 JC0276'K 57 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0128 ***********************************************************************
 HC0128  DESIGNATION -  K 58
 HC0128  PID         -  HC0128
 HC0128  STATE/COUNTY-  MO/WAYNE
 HC0128  USGS QUAD   -  GREENVILLE SW (1966)
 HC0128
 HC0128                         *CURRENT SURVEY CONTROL
 HC0128  ___________________________________________________________________
 HC0128* NAD 83(1986)-  37 06 45.     (N)    090 26 25.     (W)     SCALED    
 HC0128* NAVD 88     -       135.949  (meters)     446.03   (feet)  ADJUSTED  
 HC0128  ___________________________________________________________________
 HC0128  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HC0128  DYNAMIC HT  -         135.844 (meters)     445.68  (feet)  COMP
 HC0128  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 HC0128
 HC0128  VERT ORDER  -  SECOND    CLASS 0
 HC0128
 HC0128.The horizontal coordinates were scaled from a topographic map and have
 HC0128.an estimated accuracy of +/- 6 seconds.
 HC0128
 HC0128.The orthometric height was determined by differential leveling
 HC0128.and adjusted by the National Geodetic Survey in June 1991..
 HC0128
 HC0128.The geoid height was determined by GEOID03.
 HC0128
 HC0128.The dynamic height is computed by dividing the NAVD 88
 HC0128.geopotential number by the normal gravity value computed on the
 HC0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0128.degrees latitude (g = 980.6199 gals.).
 HC0128
 HC0128.The modeled gravity was interpolated from observed gravity values.
 HC0128
 HC0128;                    North         East    Units  Estimated Accuracy
 HC0128;SPC MO E     -   141,940.      255,310.      MT  (+/- 180 meters Scaled)
 HC0128
 HC0128                          SUPERSEDED SURVEY CONTROL
 HC0128
 HC0128  NGVD 29 (??/??/92)  136.01   (m)          446.2    (f) COMPUTED    2 0
 HC0128
 HC0128.Superseded values are not recommended for survey control.
 HC0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0128.See file dsdata.txt to determine how the superseded data were derived.
 HC0128
 HC0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB274104(NAD 83)
 HC0128_MARKER: DB = BENCH MARK DISK
 HC0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0128_STAMPING: K-58 1934
 HC0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0128+STABILITY: SURFACE MOTION
 HC0128
 HC0128  HISTORY     - Date     Condition        Report By
 HC0128  HISTORY     - 1934     MONUMENTED       CGS
 HC0128
 HC0128                          STATION DESCRIPTION
 HC0128
 HC0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0128'1.3 MI N FROM GREENVILLE.
 HC0128'1.3 MILES NORTH OF WAYNE COUNTY COURT HOUSE, ALONG U.S. HWY. 67.
 HC0128'0.1 MILE SOUTHEAST OF SUMMIT OF SMALL HILL, 186 FEET NORTH OF
 HC0128'BOULDER 4 FT. X 5 FT. 3 FT. HIGH, 45 FEET SOUTH OF CENTERLINE
 HC0128'OF RED BOARD GATE OF ROAD LEADING DOWN TO SMALL VALLEY FARM,
 HC0128'42 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 67, 1 FOOT WEST OF
 HC0128'FENCE.  TABLET SET IN PRECASE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0129 ***********************************************************************
 HC0129  DESIGNATION -  K 58 RESET
 HC0129  PID         -  HC0129
 HC0129  STATE/COUNTY-  MO/WAYNE
 HC0129  USGS QUAD   -  GREENVILLE SW (1966)
 HC0129
 HC0129                         *CURRENT SURVEY CONTROL
 HC0129  ___________________________________________________________________
 HC0129* NAD 83(1986)-  37 06 46.     (N)    090 26 25.     (W)     SCALED    
 HC0129* NAVD 88     -       135.900  (meters)     445.87   (feet)  ADJUSTED  
 HC0129  ___________________________________________________________________
 HC0129  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HC0129  DYNAMIC HT  -         135.796 (meters)     445.52  (feet)  COMP
 HC0129  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 HC0129
 HC0129  VERT ORDER  -  SECOND    CLASS 0
 HC0129
 HC0129.The horizontal coordinates were scaled from a topographic map and have
 HC0129.an estimated accuracy of +/- 6 seconds.
 HC0129
 HC0129.The orthometric height was determined by differential leveling
 HC0129.and adjusted by the National Geodetic Survey in June 1991..
 HC0129
 HC0129.The geoid height was determined by GEOID03.
 HC0129
 HC0129.The dynamic height is computed by dividing the NAVD 88
 HC0129.geopotential number by the normal gravity value computed on the
 HC0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0129.degrees latitude (g = 980.6199 gals.).
 HC0129
 HC0129.The modeled gravity was interpolated from observed gravity values.
 HC0129
 HC0129;                    North         East    Units  Estimated Accuracy
 HC0129;SPC MO E     -   141,970.      255,310.      MT  (+/- 180 meters Scaled)
 HC0129
 HC0129                          SUPERSEDED SURVEY CONTROL
 HC0129
 HC0129  NGVD 29 (??/??/92)  135.96   (m)          446.1    (f) COMPUTED    2 0
 HC0129
 HC0129.Superseded values are not recommended for survey control.
 HC0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0129.See file dsdata.txt to determine how the superseded data were derived.
 HC0129
 HC0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB274104(NAD 83)
 HC0129_MARKER: DB = BENCH MARK DISK
 HC0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0129_STAMPING: K 58 1934 RESET 1945
 HC0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0129+STABILITY: SURFACE MOTION
 HC0129
 HC0129  HISTORY     - Date     Condition        Report By
 HC0129  HISTORY     - 1945     MONUMENTED       CGS
 HC0129  HISTORY     - 1965     MARK NOT FOUND   USGS
 HC0129
 HC0129                          STATION DESCRIPTION
 HC0129
 HC0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HC0129'1.2 MI S FROM GREENVILLE.
 HC0129'1.2 MILES SOUTH ALONG U.S. HIGHWAY 67 FROM THE COUNTY COURTHOUSE
 HC0129'AT GREENVILLE, WAYNE COUNTY, 0.1 MILE SOUTHEAST OF THE SUMMIT
 HC0129'OF A SMALL HILL, 186 FEET NORTH OF A 4- BY 5-FOOT BOULDER ABOUT
 HC0129'3 FEET HIGH, 45 FEET SOUTH OF THE CENTER OF A RED BOARD GATE ON
 HC0129'A ROAD LEADING DOWN TO A SMALL VALLEY FARM, 42 FEET EAST OF THE
 HC0129'CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF A FENCE.  THE MARK
 HC0129'WAS FOUND IN A LEANING POSITION AND RESET AT THE ORIGINAL LOCATION.
 HC0129
 HC0129                          STATION RECOVERY (1965)
 HC0129
 HC0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HC0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0243 ***********************************************************************
 JC0243  DESIGNATION -  K 59
 JC0243  PID         -  JC0243
 JC0243  STATE/COUNTY-  MO/ST LOUIS
 JC0243  USGS QUAD   -  OAKVILLE (1998)
 JC0243
 JC0243                         *CURRENT SURVEY CONTROL
 JC0243  ___________________________________________________________________
 JC0243* NAD 83(1986)-  38 23 52.     (N)    090 20 36.     (W)     SCALED    
 JC0243* NAVD 88     -       126.802  (meters)     416.02   (feet)  ADJUSTED  
 JC0243  ___________________________________________________________________
 JC0243  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 JC0243  DYNAMIC HT  -         126.719 (meters)     415.74  (feet)  COMP
 JC0243  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 JC0243
 JC0243  VERT ORDER  -  SECOND    CLASS 0
 JC0243
 JC0243.The horizontal coordinates were scaled from a topographic map and have
 JC0243.an estimated accuracy of +/- 6 seconds.
 JC0243
 JC0243.The orthometric height was determined by differential leveling
 JC0243.and adjusted by the National Geodetic Survey in June 1991..
 JC0243
 JC0243.The geoid height was determined by GEOID03.
 JC0243
 JC0243.The dynamic height is computed by dividing the NAVD 88
 JC0243.geopotential number by the normal gravity value computed on the
 JC0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0243.degrees latitude (g = 980.6199 gals.).
 JC0243
 JC0243.The modeled gravity was interpolated from observed gravity values.
 JC0243
 JC0243;                    North         East    Units  Estimated Accuracy
 JC0243;SPC MO E     -   284,590.      263,690.      MT  (+/- 180 meters Scaled)
 JC0243
 JC0243                          SUPERSEDED SURVEY CONTROL
 JC0243
 JC0243  NGVD 29 (??/??/92)  126.923  (m)          416.41   (f) ADJ UNCH    2 0
 JC0243
 JC0243.Superseded values are not recommended for survey control.
 JC0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0243.See file dsdata.txt to determine how the superseded data were derived.
 JC0243
 JC0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC320532(NAD 83)
 JC0243_MARKER: DB = BENCH MARK DISK
 JC0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0243_SP_SET: BRIDGE
 JC0243_STAMPING: K 59 1934
 JC0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0243
 JC0243  HISTORY     - Date     Condition        Report By
 JC0243  HISTORY     - 1934     MONUMENTED       CGS
 JC0243  HISTORY     - 1942     GOOD             NGS
 JC0243  HISTORY     - 1987     GOOD             USPSQD
 JC0243  HISTORY     - 19940511 GOOD             USPSQD
 JC0243  HISTORY     - 19990401 MARK NOT FOUND   USPSQD
 JC0243
 JC0243                          STATION DESCRIPTION
 JC0243
 JC0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JC0243'AT HILLCREST.
 JC0243'AT HILLCREST, ST. LOUIS COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 JC0243'0.5 MILE SOUTHEAST OF A UNION ELECTRIC CO. GENERATOR STATION,
 JC0243'AT BRIDGE NO. 11 OVER MERAMAC RIVER, IN THE SOUTHEAST CORNER
 JC0243'OF THE CONCRETE RETAINING WALL OF THE NORTH ABUTMENT, 172.5
 JC0243'FEET FROM THE NORTH END OF THE NORTH TRUSS SPAN, 7.3 FEET FROM
 JC0243'THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 JC0243'STANDARD DISK, STAMPED K 59 1934.
 JC0243
 JC0243                          STATION RECOVERY (1987)
 JC0243
 JC0243'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNS)
 JC0243'RECOVERED IN GOOD CONDITION.
 JC0243
 JC0243                          STATION RECOVERY (1994)
 JC0243
 JC0243'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0243'RECOVERED IN GOOD CONDITION.
 JC0243
 JC0243                          STATION RECOVERY (1999)
 JC0243
 JC0243'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0297 ***********************************************************************
 JE0297  DESIGNATION -  K 6
 JE0297  PID         -  JE0297
 JE0297  STATE/COUNTY-  MO/BATES
 JE0297  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0297
 JE0297                         *CURRENT SURVEY CONTROL
 JE0297  ___________________________________________________________________
 JE0297* NAD 83(1986)-  38 12 01.     (N)    094 22 17.     (W)     SCALED    
 JE0297* NAVD 88     -       231.747  (meters)     760.32   (feet)  ADJUSTED  
 JE0297  ___________________________________________________________________
 JE0297  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE0297  DYNAMIC HT  -         231.580 (meters)     759.78  (feet)  COMP
 JE0297  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 JE0297
 JE0297  VERT ORDER  -  FIRST     CLASS II
 JE0297
 JE0297.The horizontal coordinates were scaled from a topographic map and have
 JE0297.an estimated accuracy of +/- 6 seconds.
 JE0297
 JE0297.The orthometric height was determined by differential leveling
 JE0297.and adjusted by the National Geodetic Survey in June 1991..
 JE0297
 JE0297.The geoid height was determined by GEOID03.
 JE0297
 JE0297.The dynamic height is computed by dividing the NAVD 88
 JE0297.geopotential number by the normal gravity value computed on the
 JE0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0297.degrees latitude (g = 980.6199 gals.).
 JE0297
 JE0297.The modeled gravity was interpolated from observed gravity values.
 JE0297
 JE0297;                    North         East    Units  Estimated Accuracy
 JE0297;SPC MO W     -   225,690.      861,270.      MT  (+/- 180 meters Scaled)
 JE0297
 JE0297                          SUPERSEDED SURVEY CONTROL
 JE0297
 JE0297  NGVD 29 (??/??/92)  231.627  (m)          759.93   (f) ADJ UNCH    1 2
 JE0297
 JE0297.Superseded values are not recommended for survey control.
 JE0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0297.See file dsdata.txt to determine how the superseded data were derived.
 JE0297
 JE0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC799289(NAD 83)
 JE0297_MARKER: DB = BENCH MARK DISK
 JE0297_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE0297_SP_SET: CONCRETE ABUTMENT
 JE0297_STAMPING: K 6 1938
 JE0297_MARK LOGO: USGS  
 JE0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0297
 JE0297  HISTORY     - Date     Condition        Report By
 JE0297  HISTORY     - 1938     MONUMENTED       USGS
 JE0297  HISTORY     - 1963     GOOD             NGS
 JE0297  HISTORY     - 1963     GOOD             USGS
 JE0297  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JE0297
 JE0297                          STATION DESCRIPTION
 JE0297
 JE0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0297'4.4 MI S FROM BUTLER.
 JE0297'4.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0297'STATION AT BUTLER, BATES COUNTY, AT THE STEEL BRIDGE OVER MIAMI
 JE0297'CREEK, AND IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 JE0297'ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JE0297'STAMPED K 6 1938.
 JE0297
 JE0297                          STATION RECOVERY (1963)
 JE0297
 JE0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JE0297'THE EAST CONCRETE HEADWALL OF A CONCRETE CULVERT. ABOUT 4.4 MILES
 JE0297'SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT BUTLER,
 JE0297'OR 7.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAIL- ROAD FROM THE
 JE0297'STATION AT RICH HILL, 0.45 MILE NORTH OF MILEPOST 292, IN SECTION 6,
 JE0297'T 39 N, R 31 W, AT A BRIDGE OVER MIAMI CREEK, 6 1/2 FEET EAST OF THE
 JE0297'EAST RAIL, 1.8 FEET NORTH OF THE NORTH END OF THE EAST STEEL GIRDER
 JE0297'OF THE BRIDGE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 JE0297
 JE0297                          STATION RECOVERY (1988)
 JE0297
 JE0297'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JE0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0667 ***********************************************************************
 JE0667  DESIGNATION -  K 6 B 1
 JE0667  PID         -  JE0667
 JE0667  STATE/COUNTY-  MO/BATES
 JE0667  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0667
 JE0667                         *CURRENT SURVEY CONTROL
 JE0667  ___________________________________________________________________
 JE0667* NAD 83(1986)-  38 11 09.     (N)    094 16 15.     (W)     SCALED    
 JE0667* NAVD 88     -       252.326  (meters)     827.84   (feet)  ADJUSTED  
 JE0667  ___________________________________________________________________
 JE0667  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JE0667  DYNAMIC HT  -         252.141 (meters)     827.23  (feet)  COMP
 JE0667  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 JE0667
 JE0667  VERT ORDER  -  SECOND    CLASS 0
 JE0667
 JE0667.The horizontal coordinates were scaled from a topographic map and have
 JE0667.an estimated accuracy of +/- 6 seconds.
 JE0667
 JE0667.The orthometric height was determined by differential leveling
 JE0667.and adjusted by the National Geodetic Survey in June 1991..
 JE0667
 JE0667.The geoid height was determined by GEOID03.
 JE0667
 JE0667.The dynamic height is computed by dividing the NAVD 88
 JE0667.geopotential number by the normal gravity value computed on the
 JE0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0667.degrees latitude (g = 980.6199 gals.).
 JE0667
 JE0667.The modeled gravity was interpolated from observed gravity values.
 JE0667
 JE0667;                    North         East    Units  Estimated Accuracy
 JE0667;SPC MO W     -   224,100.      870,080.      MT  (+/- 180 meters Scaled)
 JE0667
 JE0667                          SUPERSEDED SURVEY CONTROL
 JE0667
 JE0667  NGVD 29 (??/??/92)  252.21   (m)          827.5    (f) COMPUTED    2 0
 JE0667
 JE0667.Superseded values are not recommended for survey control.
 JE0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0667.See file dsdata.txt to determine how the superseded data were derived.
 JE0667
 JE0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC887271(NAD 83)
 JE0667_MARKER: DZ = AZIMUTH MARK DISK
 JE0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0667+STABILITY: SURFACE MOTION
 JE0667
 JE0667  HISTORY     - Date     Condition        Report By
 JE0667  HISTORY     - UNK      MONUMENTED       DOD
 JE0667  HISTORY     - 1963     GOOD             NGS
 JE0667
 JE0667                          STATION DESCRIPTION
 JE0667
 JE0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0667'6.8 MI W FROM PLEASANT GAP.
 JE0667'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0667'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRAVELED
 JE0667'ROAD, THENCE 2.35 MILES NORTHWEST ALONG STATE ROAD N, THENCE
 JE0667'0.2 MILE EAST ACROSS COUNTRY AND ABOUT 0.1 MILE NORTH OF A
 JE0667'FARMHOUSE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 JE0667'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JE0667'CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0671 ***********************************************************************
 JE0671  DESIGNATION -  K 6 B 2
 JE0671  PID         -  JE0671
 JE0671  STATE/COUNTY-  MO/BATES
 JE0671  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0671
 JE0671                         *CURRENT SURVEY CONTROL
 JE0671  ___________________________________________________________________
 JE0671* NAD 83(1986)-  38 10 56.     (N)    094 16 44.     (W)     SCALED    
 JE0671* NAVD 88     -       262.907  (meters)     862.55   (feet)  ADJUSTED  
 JE0671  ___________________________________________________________________
 JE0671  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE0671  DYNAMIC HT  -         262.715 (meters)     861.92  (feet)  COMP
 JE0671  MODELED GRAV-     979,893.2   (mgal)                       NAVD 88
 JE0671
 JE0671  VERT ORDER  -  SECOND    CLASS 0
 JE0671
 JE0671.The horizontal coordinates were scaled from a topographic map and have
 JE0671.an estimated accuracy of +/- 6 seconds.
 JE0671
 JE0671.The orthometric height was determined by differential leveling
 JE0671.and adjusted by the National Geodetic Survey in June 1991..
 JE0671
 JE0671.The geoid height was determined by GEOID03.
 JE0671
 JE0671.The dynamic height is computed by dividing the NAVD 88
 JE0671.geopotential number by the normal gravity value computed on the
 JE0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0671.degrees latitude (g = 980.6199 gals.).
 JE0671
 JE0671.The modeled gravity was interpolated from observed gravity values.
 JE0671
 JE0671;                    North         East    Units  Estimated Accuracy
 JE0671;SPC MO W     -   223,700.      869,370.      MT  (+/- 180 meters Scaled)
 JE0671
 JE0671                          SUPERSEDED SURVEY CONTROL
 JE0671
 JE0671  NGVD 29 (??/??/92)  262.79   (m)          862.2    (f) COMPUTED    2 0
 JE0671
 JE0671.Superseded values are not recommended for survey control.
 JE0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0671.See file dsdata.txt to determine how the superseded data were derived.
 JE0671
 JE0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC879268(NAD 83)
 JE0671_MARKER: DZ = AZIMUTH MARK DISK
 JE0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0671+STABILITY: SURFACE MOTION
 JE0671
 JE0671  HISTORY     - Date     Condition        Report By
 JE0671  HISTORY     - UNK      MONUMENTED       DOD
 JE0671  HISTORY     - 1963     GOOD             NGS
 JE0671
 JE0671                          STATION DESCRIPTION
 JE0671
 JE0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0671'6.5 MI W FROM PLEASANT GAP.
 JE0671'ABOUT 0.2 MILES SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0671'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRADED
 JE0671'DIRT ROAD, THENCE 2.1 MILES NORTHWEST ALONG STATE ROAD N, THENCE
 JE0671'0.2 MILE WEST ALONG A GRAVELED ROAD, ABOUT 200 FEET SOUTHEAST OF
 JE0671'A FARM HOUSE, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JE0671'14 FEET NORTH OF A FENCE, 10 FEET EAST OF A FENCE, AND THE TOP
 JE0671'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 JE0671'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 JE0671'4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0669 ***********************************************************************
 JE0669  DESIGNATION -  K 6 Z
 JE0669  PID         -  JE0669
 JE0669  STATE/COUNTY-  MO/BATES
 JE0669  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0669
 JE0669                         *CURRENT SURVEY CONTROL
 JE0669  ___________________________________________________________________
 JE0669* NAD 83(1986)-  38 11 15.     (N)    094 16 27.     (W)     SCALED    
 JE0669* NAVD 88     -       264.233  (meters)     866.90   (feet)  ADJUSTED  
 JE0669  ___________________________________________________________________
 JE0669  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JE0669  DYNAMIC HT  -         264.040 (meters)     866.27  (feet)  COMP
 JE0669  MODELED GRAV-     979,893.2   (mgal)                       NAVD 88
 JE0669
 JE0669  VERT ORDER  -  SECOND    CLASS 0
 JE0669
 JE0669.The horizontal coordinates were scaled from a topographic map and have
 JE0669.an estimated accuracy of +/- 6 seconds.
 JE0669
 JE0669.The orthometric height was determined by differential leveling
 JE0669.and adjusted by the National Geodetic Survey in June 1991..
 JE0669
 JE0669.The geoid height was determined by GEOID03.
 JE0669
 JE0669.The dynamic height is computed by dividing the NAVD 88
 JE0669.geopotential number by the normal gravity value computed on the
 JE0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0669.degrees latitude (g = 980.6199 gals.).
 JE0669
 JE0669.The modeled gravity was interpolated from observed gravity values.
 JE0669
 JE0669;                    North         East    Units  Estimated Accuracy
 JE0669;SPC MO W     -   224,290.      869,780.      MT  (+/- 180 meters Scaled)
 JE0669
 JE0669                          SUPERSEDED SURVEY CONTROL
 JE0669
 JE0669  NGVD 29 (??/??/92)  264.12   (m)          866.5    (f) COMPUTED    2 0
 JE0669
 JE0669.Superseded values are not recommended for survey control.
 JE0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0669.See file dsdata.txt to determine how the superseded data were derived.
 JE0669
 JE0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC884273(NAD 83)
 JE0669_MARKER: DS = TRIANGULATION STATION DISK
 JE0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0669_STAMPING: K 6 Z 1963
 JE0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0669+STABILITY: SURFACE MOTION
 JE0669
 JE0669  HISTORY     - Date     Condition        Report By
 JE0669  HISTORY     - 1963     MONUMENTED       CGS
 JE0669
 JE0669                          STATION DESCRIPTION
 JE0669
 JE0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0669'6.8 MI W FROM PLEASANT GAP.
 JE0669'ABOUT 0.2 MILES SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0669'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRADED
 JE0669'DIRT ROAD, THENCE 2.55 MILES NORTHWEST ALONG STATE ROAD N,
 JE0669'NEAR THE CREST OF A HILL AND AT AN ENTRANCE TO A PASTURE, 39 FEET
 JE0669'WEST OF THE CENTER LINE OF THE ROAD, 80 FEET SOUTH OF A POWER
 JE0669'POLE, 40 FEET SOUTH OF THE CENTER OF A WIRE GATE AND PASTURE
 JE0669'ENTRANCE, 3 FEET EAST OF A FENCE, 11.0 FEET SOUTH OF A METAL
 JE0669'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND
 JE0669'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0666 ***********************************************************************
 JE0666  DESIGNATION -  K 6 Z AZ MK
 JE0666  PID         -  JE0666
 JE0666  STATE/COUNTY-  MO/BATES
 JE0666  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0666
 JE0666                         *CURRENT SURVEY CONTROL
 JE0666  ___________________________________________________________________
 JE0666* NAD 83(1986)-  38 10 57.     (N)    094 16 27.     (W)     SCALED    
 JE0666* NAVD 88     -       250.448  (meters)     821.68   (feet)  ADJUSTED  
 JE0666  ___________________________________________________________________
 JE0666  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE0666  DYNAMIC HT  -         250.265 (meters)     821.08  (feet)  COMP
 JE0666  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 JE0666
 JE0666  VERT ORDER  -  SECOND    CLASS 0
 JE0666
 JE0666.The horizontal coordinates were scaled from a topographic map and have
 JE0666.an estimated accuracy of +/- 6 seconds.
 JE0666
 JE0666.The orthometric height was determined by differential leveling
 JE0666.and adjusted by the National Geodetic Survey in June 1991..
 JE0666
 JE0666.The geoid height was determined by GEOID03.
 JE0666
 JE0666.The dynamic height is computed by dividing the NAVD 88
 JE0666.geopotential number by the normal gravity value computed on the
 JE0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0666.degrees latitude (g = 980.6199 gals.).
 JE0666
 JE0666.The modeled gravity was interpolated from observed gravity values.
 JE0666
 JE0666;                    North         East    Units  Estimated Accuracy
 JE0666;SPC MO W     -   223,730.      869,790.      MT  (+/- 180 meters Scaled)
 JE0666
 JE0666                          SUPERSEDED SURVEY CONTROL
 JE0666
 JE0666  NGVD 29 (??/??/92)  250.33   (m)          821.3    (f) COMPUTED    2 0
 JE0666
 JE0666.Superseded values are not recommended for survey control.
 JE0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0666.See file dsdata.txt to determine how the superseded data were derived.
 JE0666
 JE0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC884268(NAD 83)
 JE0666_MARKER: DZ = AZIMUTH MARK DISK
 JE0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0666_STAMPING: K 6 Z 1963
 JE0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0666+STABILITY: SURFACE MOTION
 JE0666
 JE0666  HISTORY     - Date     Condition        Report By
 JE0666  HISTORY     - 1963     MONUMENTED       CGS
 JE0666
 JE0666                          STATION DESCRIPTION
 JE0666
 JE0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0666'6.4 MI W FROM PLEASANT GAP.
 JE0666'ABOUT 0.2 MILE SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0666'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRADED
 JE0666'DIRT ROAD, THENCE 2.15 MILES NORTHWEST ALONG STATE ROAD N,
 JE0666'35 FEET WEST OF THE CENTER LINE OF THE ROAD, 211 FEET NORTH
 JE0666'OAK 1948 AZIMUTH, 1 1/2 FEET EAST OF A FENCE, 1.7 FEET NORTH
 JE0666'OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JE0666'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0670 ***********************************************************************
 JE0670  DESIGNATION -  K 6 Z RM 1
 JE0670  PID         -  JE0670
 JE0670  STATE/COUNTY-  MO/BATES
 JE0670  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0670
 JE0670                         *CURRENT SURVEY CONTROL
 JE0670  ___________________________________________________________________
 JE0670* NAD 83(1986)-  38 11 15.     (N)    094 16 27.     (W)     SCALED    
 JE0670* NAVD 88     -       263.968  (meters)     866.03   (feet)  ADJUSTED  
 JE0670  ___________________________________________________________________
 JE0670  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JE0670  DYNAMIC HT  -         263.775 (meters)     865.40  (feet)  COMP
 JE0670  MODELED GRAV-     979,893.2   (mgal)                       NAVD 88
 JE0670
 JE0670  VERT ORDER  -  SECOND    CLASS 0
 JE0670
 JE0670.The horizontal coordinates were scaled from a topographic map and have
 JE0670.an estimated accuracy of +/- 6 seconds.
 JE0670
 JE0670.The orthometric height was determined by differential leveling
 JE0670.and adjusted by the National Geodetic Survey in June 1991..
 JE0670
 JE0670.The geoid height was determined by GEOID03.
 JE0670
 JE0670.The dynamic height is computed by dividing the NAVD 88
 JE0670.geopotential number by the normal gravity value computed on the
 JE0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0670.degrees latitude (g = 980.6199 gals.).
 JE0670
 JE0670.The modeled gravity was interpolated from observed gravity values.
 JE0670
 JE0670;                    North         East    Units  Estimated Accuracy
 JE0670;SPC MO W     -   224,290.      869,780.      MT  (+/- 180 meters Scaled)
 JE0670
 JE0670                          SUPERSEDED SURVEY CONTROL
 JE0670
 JE0670  NGVD 29 (??/??/92)  263.85   (m)          865.6    (f) COMPUTED    2 0
 JE0670
 JE0670.Superseded values are not recommended for survey control.
 JE0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0670.See file dsdata.txt to determine how the superseded data were derived.
 JE0670
 JE0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC884273(NAD 83)
 JE0670_MARKER: DR = REFERENCE MARK DISK
 JE0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0670_STAMPING: K 6 Z NO 1 1963
 JE0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0670+STABILITY: SURFACE MOTION
 JE0670
 JE0670  HISTORY     - Date     Condition        Report By
 JE0670  HISTORY     - 1963     MONUMENTED       CGS
 JE0670
 JE0670                          STATION DESCRIPTION
 JE0670
 JE0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0670'6.8 MI W FROM PLEASANT GAP.
 JE0670'ABOUT 0.2 MILES SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0670'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRADED
 JE0670'DIRT ROAD, THENCE 2.55 MILES NORTHWEST ALONG STATE ROAD N, NEAR
 JE0670'THE CREST OF A HILL, 41 FEET WEST OF THE CENTER LINE OF THE
 JE0670'ROAD, 27.0 FEET SOUTH OF K 6 Z 1963, 1 FOOT EAST OF A FENCE,
 JE0670'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 JE0670'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0668 ***********************************************************************
 JE0668  DESIGNATION -  K 6 Z RM 2
 JE0668  PID         -  JE0668
 JE0668  STATE/COUNTY-  MO/BATES
 JE0668  USGS QUAD   -  BUTLER SOUTH (1991)
 JE0668
 JE0668                         *CURRENT SURVEY CONTROL
 JE0668  ___________________________________________________________________
 JE0668* NAD 83(1986)-  38 11 15.     (N)    094 16 27.     (W)     SCALED    
 JE0668* NAVD 88     -       264.575  (meters)     868.03   (feet)  ADJUSTED  
 JE0668  ___________________________________________________________________
 JE0668  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JE0668  DYNAMIC HT  -         264.382 (meters)     867.39  (feet)  COMP
 JE0668  MODELED GRAV-     979,893.2   (mgal)                       NAVD 88
 JE0668
 JE0668  VERT ORDER  -  SECOND    CLASS 0
 JE0668
 JE0668.The horizontal coordinates were scaled from a topographic map and have
 JE0668.an estimated accuracy of +/- 6 seconds.
 JE0668
 JE0668.The orthometric height was determined by differential leveling
 JE0668.and adjusted by the National Geodetic Survey in June 1991..
 JE0668
 JE0668.The geoid height was determined by GEOID03.
 JE0668
 JE0668.The dynamic height is computed by dividing the NAVD 88
 JE0668.geopotential number by the normal gravity value computed on the
 JE0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0668.degrees latitude (g = 980.6199 gals.).
 JE0668
 JE0668.The modeled gravity was interpolated from observed gravity values.
 JE0668
 JE0668;                    North         East    Units  Estimated Accuracy
 JE0668;SPC MO W     -   224,290.      869,780.      MT  (+/- 180 meters Scaled)
 JE0668
 JE0668                          SUPERSEDED SURVEY CONTROL
 JE0668
 JE0668  NGVD 29 (??/??/92)  264.46   (m)          867.6    (f) COMPUTED    2 0
 JE0668
 JE0668.Superseded values are not recommended for survey control.
 JE0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0668.See file dsdata.txt to determine how the superseded data were derived.
 JE0668
 JE0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC884273(NAD 83)
 JE0668_MARKER: DR = REFERENCE MARK DISK
 JE0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0668_STAMPING: K 6 Z NO 2 1963
 JE0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0668+STABILITY: SURFACE MOTION
 JE0668
 JE0668  HISTORY     - Date     Condition        Report By
 JE0668  HISTORY     - 1963     MONUMENTED       CGS
 JE0668
 JE0668                          STATION DESCRIPTION
 JE0668
 JE0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0668'6.8 MI W FROM PLEASANT GAP.
 JE0668'ABOUT 0.2 MILES SOUTH ALONG STATE ROAD O FROM THE CHRISTIAN
 JE0668'CHURCH AT PLEASANT GAP, THENCE 4.0 MILES WEST ALONG A GRADED
 JE0668'DIRT ROAD, THENCE 2.55 MILES NORTHWEST ALONG STATE ROAD N, NEAR
 JE0668'THE CREST OF A HILL, 41 FEET WEST OF THE CENTER LINE OF THE
 JE0668'ROAD, 51 FEET SOUTH OF A POWER POLE, 11 FEET SOUTH OF THE
 JE0668'CENTER OF A GATE, 1 1/2 FEET EAST OF A FENCE, 28.7 FEET NORTH
 JE0668'OF K 6 Z 1963, 18.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 JE0668'3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JE0668'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0592 ***********************************************************************
 GF0592  DESIGNATION -  K 60
 GF0592  PID         -  GF0592
 GF0592  STATE/COUNTY-  MO/STONE
 GF0592  USGS QUAD   -  CRANE (1974)
 GF0592
 GF0592                         *CURRENT SURVEY CONTROL
 GF0592  ___________________________________________________________________
 GF0592* NAD 83(1986)-  36 55 35.     (N)    093 35 40.     (W)     SCALED    
 GF0592* NAVD 88     -       356.114  (meters)    1168.35   (feet)  ADJUSTED  
 GF0592  ___________________________________________________________________
 GF0592  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GF0592  DYNAMIC HT  -         355.811 (meters)    1167.36  (feet)  COMP
 GF0592  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 GF0592
 GF0592  VERT ORDER  -  SECOND    CLASS 0
 GF0592
 GF0592.The horizontal coordinates were scaled from a topographic map and have
 GF0592.an estimated accuracy of +/- 6 seconds.
 GF0592
 GF0592.The orthometric height was determined by differential leveling
 GF0592.and adjusted by the National Geodetic Survey in June 1991..
 GF0592
 GF0592.The geoid height was determined by GEOID03.
 GF0592
 GF0592.The dynamic height is computed by dividing the NAVD 88
 GF0592.geopotential number by the normal gravity value computed on the
 GF0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0592.degrees latitude (g = 980.6199 gals.).
 GF0592
 GF0592.The modeled gravity was interpolated from observed gravity values.
 GF0592
 GF0592;                    North         East    Units  Estimated Accuracy
 GF0592;SPC MO C     -   121,840.      402,490.      MT  (+/- 180 meters Scaled)
 GF0592
 GF0592                          SUPERSEDED SURVEY CONTROL
 GF0592
 GF0592  NGVD 29 (??/??/92)  355.964  (m)         1167.86   (f) ADJ UNCH    2 0
 GF0592
 GF0592.Superseded values are not recommended for survey control.
 GF0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0592.See file dsdata.txt to determine how the superseded data were derived.
 GF0592
 GF0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA470868(NAD 83)
 GF0592_MARKER: DB = BENCH MARK DISK
 GF0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0592_STAMPING: K 60 1034
 GF0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0592+STABILITY: SURFACE MOTION
 GF0592
 GF0592  HISTORY     - Date     Condition        Report By
 GF0592  HISTORY     - 1934     MONUMENTED       CGS
 GF0592
 GF0592                          STATION DESCRIPTION
 GF0592
 GF0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0592'2 MI NE FROM CRANE.
 GF0592'2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GF0592'THE STATION AT CRANE, STONE COUNTY, 0.15 MILE SOUTHEAST OF
 GF0592'MILEPOST 480, 62.7 FEET NORTH OF THE CENTER OF A FARM-ROAD
 GF0592'CROSSING, 21 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 47.7
 GF0592'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 1.3 FEET
 GF0592'SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK,
 GF0592'STAMPED K 60 1034 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0190 ***********************************************************************
 GF0190  DESIGNATION -  K 63
 GF0190  PID         -  GF0190
 GF0190  STATE/COUNTY-  MO/DOUGLAS
 GF0190  USGS QUAD   -  AVA (1982)
 GF0190
 GF0190                         *CURRENT SURVEY CONTROL
 GF0190  ___________________________________________________________________
 GF0190* NAD 83(1986)-  36 54 50.     (N)    092 40 08.     (W)     SCALED    
 GF0190* NAVD 88     -       362.350  (meters)    1188.81   (feet)  ADJUSTED  
 GF0190  ___________________________________________________________________
 GF0190  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GF0190  DYNAMIC HT  -         362.049 (meters)    1187.82  (feet)  COMP
 GF0190  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 GF0190
 GF0190  VERT ORDER  -  SECOND    CLASS 0
 GF0190
 GF0190.The horizontal coordinates were scaled from a topographic map and have
 GF0190.an estimated accuracy of +/- 6 seconds.
 GF0190
 GF0190.The orthometric height was determined by differential leveling
 GF0190.and adjusted by the National Geodetic Survey in June 1991..
 GF0190
 GF0190.The geoid height was determined by GEOID03.
 GF0190
 GF0190.The dynamic height is computed by dividing the NAVD 88
 GF0190.geopotential number by the normal gravity value computed on the
 GF0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0190.degrees latitude (g = 980.6199 gals.).
 GF0190
 GF0190.The modeled gravity was interpolated from observed gravity values.
 GF0190
 GF0190;                    North         East    Units  Estimated Accuracy
 GF0190;SPC MO C     -   119,910.      484,950.      MT  (+/- 180 meters Scaled)
 GF0190
 GF0190                          SUPERSEDED SURVEY CONTROL
 GF0190
 GF0190  NGVD 29 (??/??/92)  362.205  (m)         1188.33   (f) ADJ UNCH    2 0
 GF0190
 GF0190.Superseded values are not recommended for survey control.
 GF0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0190.See file dsdata.txt to determine how the superseded data were derived.
 GF0190
 GF0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA294853(NAD 83)
 GF0190_MARKER: DB = BENCH MARK DISK
 GF0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0190_STAMPING: K 63 1934
 GF0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0190+STABILITY: SURFACE MOTION
 GF0190
 GF0190  HISTORY     - Date     Condition        Report By
 GF0190  HISTORY     - 1934     MONUMENTED       CGS
 GF0190
 GF0190                          STATION DESCRIPTION
 GF0190
 GF0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0190'3 MI S FROM AVA.
 GF0190'3.0 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 GF0190'AVA, DOUGLAS COUNTY, AT THE PHILIP DAVIS FARMYARD, 52.4 FEET
 GF0190'EAST OF THE NORTHEAST CORNER OF THE NORTH PORCH, 33.9 FEET WEST
 GF0190'OF THE CENTERLINE OF THE HIGHWAY, 22 FEET WEST OF THE CENTER OF
 GF0190'THE SOUTH END OF A CULVERT UNDER THE NORTH DRIVEWAY LEADING TO
 GF0190'THE FARMHOUSE, AND 25.5 FEET SOUTHWEST OF THE CORNER FENCE POST
 GF0190'NORTH OF THE DRIVEWAY.  A STANDARD DISK, STAMPED K 63 1934
 GF0190'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0285 ***********************************************************************
 GF0285  DESIGNATION -  K 65
 GF0285  PID         -  GF0285
 GF0285  STATE/COUNTY-  MO/TANEY
 GF0285  USGS QUAD   -  BRANSON (1989)
 GF0285
 GF0285                         *CURRENT SURVEY CONTROL
 GF0285  ___________________________________________________________________
 GF0285* NAD 83(1986)-  36 44 06.     (N)    093 07 35.     (W)     SCALED    
 GF0285* NAVD 88     -       253.424  (meters)     831.44   (feet)  ADJUSTED  
 GF0285  ___________________________________________________________________
 GF0285  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GF0285  DYNAMIC HT  -         253.208 (meters)     830.73  (feet)  COMP
 GF0285  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GF0285
 GF0285  VERT ORDER  -  SECOND    CLASS 0
 GF0285
 GF0285.The horizontal coordinates were scaled from a topographic map and have
 GF0285.an estimated accuracy of +/- 6 seconds.
 GF0285
 GF0285.The orthometric height was determined by differential leveling
 GF0285.and adjusted by the National Geodetic Survey in June 1991..
 GF0285
 GF0285.The geoid height was determined by GEOID03.
 GF0285
 GF0285.The dynamic height is computed by dividing the NAVD 88
 GF0285.geopotential number by the normal gravity value computed on the
 GF0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0285.degrees latitude (g = 980.6199 gals.).
 GF0285
 GF0285.The modeled gravity was interpolated from observed gravity values.
 GF0285
 GF0285;                    North         East    Units  Estimated Accuracy
 GF0285;SPC MO C     -   100,230.      444,060.      MT  (+/- 180 meters Scaled)
 GF0285
 GF0285                          SUPERSEDED SURVEY CONTROL
 GF0285
 GF0285  NGVD 29 (??/??/92)  253.288  (m)          831.00   (f) ADJ UNCH    2 0
 GF0285
 GF0285.Superseded values are not recommended for survey control.
 GF0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0285.See file dsdata.txt to determine how the superseded data were derived.
 GF0285
 GF0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA887654(NAD 83)
 GF0285_MARKER: DB = BENCH MARK DISK
 GF0285_SETTING: 0 = UNSPECIFIED SETTING
 GF0285_STAMPING: K-65 1934
 GF0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0285
 GF0285  HISTORY     - Date     Condition        Report By
 GF0285  HISTORY     - 1934     MONUMENTED       CGS
 GF0285
 GF0285                          STATION DESCRIPTION
 GF0285
 GF0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0285'5.2 MI NW FROM FORSYTH.
 GF0285'AT MRS. RAGSDALES FARMHOUSE, NEAR A GULCH, 170 FEET SOUTH OF
 GF0285'CENTERLINE OF BRIDGE OVER THE GULCH, 120 FEET SOUTH OF SMALL
 GF0285'GATE TO FARMHOUSE, 22 FEET SOUTH OF CEDAR TREE AT THE SOUTHEAST
 GF0285'CORNER OF FENCE AROUND GARDEN PLOT, 21.5 FEET WEST OF CENTERLINE
 GF0285'OF ROAD, 4 FEET WEST OF PROPERTY-LINE FENCE, BETWEEN TWO CEDAR
 GF0285'TREES 1 FT. IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0286 ***********************************************************************
 GF0286  DESIGNATION -  K 65 RESET
 GF0286  PID         -  GF0286
 GF0286  STATE/COUNTY-  MO/TANEY
 GF0286  USGS QUAD   -  BRANSON (1989)
 GF0286
 GF0286                         *CURRENT SURVEY CONTROL
 GF0286  ___________________________________________________________________
 GF0286* NAD 83(1986)-  36 44 06.     (N)    093 07 34.     (W)     SCALED    
 GF0286* NAVD 88     -       252.62   (meters)     828.8    (feet)  RESET     
 GF0286  ___________________________________________________________________
 GF0286  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 GF0286
 GF0286  VERT ORDER  -  THIRD
 GF0286
 GF0286.The horizontal coordinates were scaled from a topographic map and have
 GF0286.an estimated accuracy of +/- 6 seconds.
 GF0286
 GF0286.The orthometric height was computed from unverified reset data.
 GF0286
 GF0286.The geoid height was determined by GEOID03.
 GF0286
 GF0286;                    North         East    Units  Estimated Accuracy
 GF0286;SPC MO C     -   100,230.      444,080.      MT  (+/- 180 meters Scaled)
 GF0286
 GF0286                          SUPERSEDED SURVEY CONTROL
 GF0286
 GF0286  NGVD 29 (??/??/??)  252.48   (m)          828.3    (f) RESET       3  
 GF0286
 GF0286.Superseded values are not recommended for survey control.
 GF0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0286.See file dsdata.txt to determine how the superseded data were derived.
 GF0286
 GF0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA887654(NAD 83)
 GF0286_MARKER: DB = BENCH MARK DISK
 GF0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0286_STAMPING: K 65 RESET 1956
 GF0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0286+STABILITY: SURFACE MOTION
 GF0286
 GF0286  HISTORY     - Date     Condition        Report By
 GF0286  HISTORY     - 1956     MONUMENTED       MOHC
 GF0286
 GF0286                          STATION DESCRIPTION
 GF0286
 GF0286'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1956
 GF0286'5.2 MI NW FROM FORSYTH.
 GF0286'5.2 MILES NORTHWEST ALONG THE PINE RIDGE ROAD FROM THE COUNTY
 GF0286'COURTHOUSE AT FORSYTH, TANEY COUNTY, NEAR THE ENTRANCE TO THE
 GF0286'RAGSDALE FARM, 105 FEET NORTH AND 35 FEET EAST OF THE EAST
 GF0286'HEADWALL OF A DOUBLE 4-BY-8-FOOT CONCRETE CULVERT, AND 90 FEET
 GF0286'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED K
 GF0286'65 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0698 ***********************************************************************
 GE0698  DESIGNATION -  K 66
 GE0698  PID         -  GE0698
 GE0698  STATE/COUNTY-  MO/HOWELL
 GE0698  USGS QUAD   -  WEST PLAINS (1983)
 GE0698
 GE0698                         *CURRENT SURVEY CONTROL
 GE0698  ___________________________________________________________________
 GE0698* NAD 83(1986)-  36 43 27.     (N)    091 51 37.     (W)     SCALED    
 GE0698* NAVD 88     -       307.393  (meters)    1008.51   (feet)  ADJUSTED  
 GE0698  ___________________________________________________________________
 GE0698  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GE0698  DYNAMIC HT  -         307.132 (meters)    1007.65  (feet)  COMP
 GE0698  MODELED GRAV-     979,774.3   (mgal)                       NAVD 88
 GE0698
 GE0698  VERT ORDER  -  FIRST     CLASS II
 GE0698
 GE0698.The horizontal coordinates were scaled from a topographic map and have
 GE0698.an estimated accuracy of +/- 6 seconds.
 GE0698
 GE0698.The orthometric height was determined by differential leveling
 GE0698.and adjusted by the National Geodetic Survey in June 1991..
 GE0698
 GE0698.The geoid height was determined by GEOID03.
 GE0698
 GE0698.The dynamic height is computed by dividing the NAVD 88
 GE0698.geopotential number by the normal gravity value computed on the
 GE0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0698.degrees latitude (g = 980.6199 gals.).
 GE0698
 GE0698.The modeled gravity was interpolated from observed gravity values.
 GE0698
 GE0698;                    North         East    Units  Estimated Accuracy
 GE0698;SPC MO C     -    99,040.      557,140.      MT  (+/- 180 meters Scaled)
 GE0698
 GE0698                          SUPERSEDED SURVEY CONTROL
 GE0698
 GE0698  NGVD 29 (10/05/93)  307.239  (m)         1008.00   (f) ADJUSTED    1 2
 GE0698
 GE0698.Superseded values are not recommended for survey control.
 GE0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0698.See file dsdata.txt to determine how the superseded data were derived.
 GE0698
 GE0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA017648(NAD 83)
 GE0698_MARKER: DB = BENCH MARK DISK
 GE0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0698_SP_SET: CONCRETE POST
 GE0698_STAMPING: K 66 1934
 GE0698_MARK LOGO: CGS   
 GE0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0698+STABILITY: SURFACE MOTION
 GE0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0698+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2006
 GE0698
 GE0698  HISTORY     - Date     Condition        Report By
 GE0698  HISTORY     - 1934     MONUMENTED       CGS
 GE0698  HISTORY     - 19900904 GOOD             NGS
 GE0698  HISTORY     - 20060208 GOOD             MODNR
 GE0698
 GE0698                          STATION DESCRIPTION
 GE0698
 GE0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0698'AT WEST PLAINS.
 GE0698'AT WEST PLAINS, HOWELL COUNTY, 1 MILE SOUTH ALONG STATE HIGHWAY
 GE0698'80 FROM THE CENTER OF THE TOWN, ACROSS THE HIGHWAY FROM POLE
 GE0698'A 11, 48 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 GE0698'WITH A STREET, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GE0698'15 FEET SOUTH OF THE FENCE CORNER AT THE SOUTHEAST CORNER OF THE
 GE0698'INTERSECTION, AND 1 FOOT WEST OF THE PROPERTY-LINE FENCE.  A
 GE0698'STANDARD DISK, STAMPED K 66 1934 AND SET IN THE TOP OF A CONCRETE
 GE0698'POST.
 GE0698
 GE0698                          STATION RECOVERY (1990)
 GE0698
 GE0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0698'IN WEST PLAINS, AT THE INTERSECTION OF PREACHER ROE BOULEVARD (U.S.
 GE0698'HIGHWAY 160) AND WOODLAND STREET, 11.7 M (38.4 FT) SOUTH OF THE
 GE0698'STREET CENTER, 10.2 M (33.5 FT) WEST OF THE NORTHWEST CORNER OF HOUSE
 GE0698'NUMBER 402, 8.9 M (29.2 FT) EAST OF AND LEVEL WITH THE BOULEVARD
 GE0698'CENTERLINE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 GE0698'SURFACE.
 GE0698
 GE0698                          STATION RECOVERY (2006)
 GE0698
 GE0698'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0698'THE AUTONOMOUS HAD HELD POSITIONS IS LAT 39 43 30.7 LONG 91 51 37.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0358 ***********************************************************************
 GE0358  DESIGNATION -  K 67
 GE0358  PID         -  GE0358
 GE0358  STATE/COUNTY-  MO/RIPLEY
 GE0358  USGS QUAD   -  POYNOR (1997)
 GE0358
 GE0358                         *CURRENT SURVEY CONTROL
 GE0358  ___________________________________________________________________
 GE0358* NAD 83(1986)-  36 31 05.     (N)    090 54 33.     (W)     SCALED    
 GE0358* NAVD 88     -       146.194  (meters)     479.64   (feet)  ADJUSTED  
 GE0358  ___________________________________________________________________
 GE0358  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 GE0358  DYNAMIC HT  -         146.074 (meters)     479.24  (feet)  COMP
 GE0358  MODELED GRAV-     979,808.3   (mgal)                       NAVD 88
 GE0358
 GE0358  VERT ORDER  -  SECOND    CLASS 0
 GE0358
 GE0358.The horizontal coordinates were scaled from a topographic map and have
 GE0358.an estimated accuracy of +/- 6 seconds.
 GE0358
 GE0358.The orthometric height was determined by differential leveling
 GE0358.and adjusted by the National Geodetic Survey in June 1991..
 GE0358
 GE0358.The geoid height was determined by GEOID03.
 GE0358
 GE0358.The dynamic height is computed by dividing the NAVD 88
 GE0358.geopotential number by the normal gravity value computed on the
 GE0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0358.degrees latitude (g = 980.6199 gals.).
 GE0358
 GE0358.The modeled gravity was interpolated from observed gravity values.
 GE0358
 GE0358;                    North         East    Units  Estimated Accuracy
 GE0358;SPC MO E     -    76,050.      213,350.      MT  (+/- 180 meters Scaled)
 GE0358
 GE0358                          SUPERSEDED SURVEY CONTROL
 GE0358
 GE0358  NGVD 29 (??/??/92)  146.112  (m)          479.37   (f) ADJ UNCH    2 0
 GE0358
 GE0358.Superseded values are not recommended for survey control.
 GE0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0358.See file dsdata.txt to determine how the superseded data were derived.
 GE0358
 GE0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA872434(NAD 83)
 GE0358_MARKER: DB = BENCH MARK DISK
 GE0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0358_STAMPING: K 67 1934
 GE0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0358+STABILITY: SURFACE MOTION
 GE0358
 GE0358  HISTORY     - Date     Condition        Report By
 GE0358  HISTORY     - 1934     MONUMENTED       CGS
 GE0358  HISTORY     - 1975     MARK NOT FOUND   USGS
 GE0358
 GE0358                          STATION DESCRIPTION
 GE0358
 GE0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0358'8.9 MI S FROM DONIPHAN.
 GE0358'8.9 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE BRIDGE OVER
 GE0358'CURRENT RIVER AT DONIPHAN, RIPLEY COUNTY, 1.6 MILES NORTH OF
 GE0358'THE MISSOURI-ARKANSAS STATE LINE, 0.4 MILE SOUTH OF THE POST
 GE0358'OFFICE AT POYNOR, 120 FEET SOUTHWEST OF THE JUNCTION WITH THE
 GE0358'OLD HIGHWAY, 100 FEET NORTH OF THE NORTH END OF THE CULVERT
 GE0358'AT THE JUNCTION WITH A ROAD LEADING SOUTHEAST, 42.5 FEET WEST OF
 GE0358'THE CENTERLINE OF THE HIGHWAY, 23 FEET NORTH OF A RIGHT-OF-WAY
 GE0358'MARKER AT A FENCE CORNER, 17.2 FEET NORTHWEST OF A 2-FOOT OAK
 GE0358'TREE, AND 1 FOOT EAST OF THE PROPERTY-LINE FENCE.  A STANDARD
 GE0358'DISK, STAMPED K 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GE0358
 GE0358                          STATION RECOVERY (1975)
 GE0358
 GE0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GE0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0429 ***********************************************************************
 GE0429  DESIGNATION -  K 68
 GE0429  PID         -  GE0429
 GE0429  STATE/COUNTY-  MO/OREGON
 GE0429  USGS QUAD   -  MANY SPRINGS (1997)
 GE0429
 GE0429                         *CURRENT SURVEY CONTROL
 GE0429  ___________________________________________________________________
 GE0429* NAD 83(1986)-  36 40 20.     (N)    091 17 36.     (W)     SCALED    
 GE0429* NAVD 88     -       238.383  (meters)     782.09   (feet)  ADJUSTED  
 GE0429  ___________________________________________________________________
 GE0429  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 GE0429  DYNAMIC HT  -         238.185 (meters)     781.45  (feet)  COMP
 GE0429  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GE0429
 GE0429  VERT ORDER  -  SECOND    CLASS 0
 GE0429
 GE0429.The horizontal coordinates were scaled from a topographic map and have
 GE0429.an estimated accuracy of +/- 6 seconds.
 GE0429
 GE0429.The orthometric height was determined by differential leveling
 GE0429.and adjusted by the National Geodetic Survey in June 1991..
 GE0429
 GE0429.The geoid height was determined by GEOID03.
 GE0429
 GE0429.The dynamic height is computed by dividing the NAVD 88
 GE0429.geopotential number by the normal gravity value computed on the
 GE0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0429.degrees latitude (g = 980.6199 gals.).
 GE0429
 GE0429.The modeled gravity was interpolated from observed gravity values.
 GE0429
 GE0429;                    North         East    Units  Estimated Accuracy
 GE0429;SPC MO E     -    93,370.      179,090.      MT  (+/- 180 meters Scaled)
 GE0429
 GE0429                          SUPERSEDED SURVEY CONTROL
 GE0429
 GE0429  NGVD 29 (??/??/92)  238.272  (m)          781.73   (f) ADJ UNCH    2 0
 GE0429
 GE0429.Superseded values are not recommended for survey control.
 GE0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0429.See file dsdata.txt to determine how the superseded data were derived.
 GE0429
 GE0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA525598(NAD 83)
 GE0429_MARKER: DB = BENCH MARK DISK
 GE0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0429_STAMPING: K 68 1934
 GE0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0429+STABILITY: SURFACE MOTION
 GE0429
 GE0429  HISTORY     - Date     Condition        Report By
 GE0429  HISTORY     - 1934     MONUMENTED       CGS
 GE0429
 GE0429                          STATION DESCRIPTION
 GE0429
 GE0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0429'6.7 MI E FROM ALTON.
 GE0429'6.7 MILES EAST ALONG STATE HIGHWAY 14 FROM THE COUNTY COURTHOUSE
 GE0429'AT ALTON, OREGON COUNTY, AT THE JUNCTION WITH A ROAD LEADING
 GE0429'NORTH, 50 FEET NORTHEAST OF THE GEO. CLINE MAIL BOX, 36 FEET EAST
 GE0429'OF THE CENTERLINE OF THE ROAD, 31.5 FEET NORTH OF THE CENTERLINE
 GE0429'OF THE HIGHWAY, 20 FEET EAST OF THE FENCE CORNER OF THE NORTHEAST
 GE0429'CORNER OF THE JUNCTION, AND 1 FOOT SOUTH OF THE PROPERTY-LINE
 GE0429'FENCE.  A STANDARD DISK, STAMPED K 68 1934 AND SET IN THE TOP
 GE0429'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0306 ***********************************************************************
 JE0306  DESIGNATION -  K 7
 JE0306  PID         -  JE0306
 JE0306  STATE/COUNTY-  MO/BATES
 JE0306  USGS QUAD   -  BUTLER (1961)
 JE0306
 JE0306                         *CURRENT SURVEY CONTROL
 JE0306  ___________________________________________________________________
 JE0306* NAD 83(1986)-  38 15 34.     (N)    094 20 40.     (W)     SCALED    
 JE0306* NAVD 88     -       258.923  (meters)     849.48   (feet)  ADJUSTED  
 JE0306  ___________________________________________________________________
 JE0306  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0306  DYNAMIC HT  -         258.736 (meters)     848.87  (feet)  COMP
 JE0306  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 JE0306
 JE0306  VERT ORDER  -  FIRST     CLASS II
 JE0306
 JE0306.The horizontal coordinates were scaled from a topographic map and have
 JE0306.an estimated accuracy of +/- 6 seconds.
 JE0306
 JE0306.The orthometric height was determined by differential leveling
 JE0306.and adjusted by the National Geodetic Survey in June 1991..
 JE0306
 JE0306.The geoid height was determined by GEOID03.
 JE0306
 JE0306.The dynamic height is computed by dividing the NAVD 88
 JE0306.geopotential number by the normal gravity value computed on the
 JE0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0306.degrees latitude (g = 980.6199 gals.).
 JE0306
 JE0306.The modeled gravity was interpolated from observed gravity values.
 JE0306
 JE0306;                    North         East    Units  Estimated Accuracy
 JE0306;SPC MO W     -   232,260.      863,610.      MT  (+/- 180 meters Scaled)
 JE0306
 JE0306                          SUPERSEDED SURVEY CONTROL
 JE0306
 JE0306  NGVD 29 (??/??/92)  258.800  (m)          849.08   (f) ADJ UNCH    1 2
 JE0306
 JE0306.Superseded values are not recommended for survey control.
 JE0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0306.See file dsdata.txt to determine how the superseded data were derived.
 JE0306
 JE0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC823354(NAD 83)
 JE0306_MARKER: DB = BENCH MARK DISK
 JE0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0306_SP_SET: CONCRETE POST
 JE0306_STAMPING: K 7 1938
 JE0306_MARK LOGO: USGS  
 JE0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0306+STABILITY: SURFACE MOTION
 JE0306
 JE0306  HISTORY     - Date     Condition        Report By
 JE0306  HISTORY     - 1938     MONUMENTED       USGS
 JE0306  HISTORY     - 1957     GOOD             NGS
 JE0306  HISTORY     - 1963     GOOD             NGS
 JE0306
 JE0306                          STATION DESCRIPTION
 JE0306
 JE0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JE0306'AT BUTLER.
 JE0306'AT BUTLER, BATES COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 110
 JE0306'FEET SOUTH OF THE STATION, 52 FEET EAST OF THE MAIN TRACK, AND
 JE0306'17 FEET NORTH OF A CONCRETE SIDEWALK.  A UNITED STATES GEOLOGICAL
 JE0306'SURVEY STANDARD DISK, STAMPED K 7 1938 AND SET IN THE TOP OF
 JE0306'A CONCRETE POST.
 JE0306
 JE0306                          STATION RECOVERY (1963)
 JE0306
 JE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0306'ABOUT 110.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE MISSOURI
 JE0306'PACIFIC CROSSING OF THE RAILROAD AND WEST OHIO STREET, 57 FEET NORTH
 JE0306'OF THE CENTER LINE OF THE STREET, 48 1/2 FEET EAST OF THE EAST RAIL
 JE0306'OF THE MAIN TRACK,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0229 ***********************************************************************
 HD0229  DESIGNATION -  K 7
 HD0229  PID         -  HD0229
 HD0229  STATE/COUNTY-  MO/WRIGHT
 HD0229  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD0229
 HD0229                         *CURRENT SURVEY CONTROL
 HD0229  ___________________________________________________________________
 HD0229* NAD 83(1986)-  37 07 39.     (N)    092 15 43.     (W)     SCALED    
 HD0229* NAVD 88     -       450.378  (meters)    1477.62   (feet)  ADJUSTED  
 HD0229  ___________________________________________________________________
 HD0229  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HD0229  DYNAMIC HT  -         450.005 (meters)    1476.39  (feet)  COMP
 HD0229  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 HD0229
 HD0229  VERT ORDER  -  FIRST     CLASS II
 HD0229
 HD0229.The horizontal coordinates were scaled from a topographic map and have
 HD0229.an estimated accuracy of +/- 6 seconds.
 HD0229
 HD0229.The orthometric height was determined by differential leveling
 HD0229.and adjusted by the National Geodetic Survey in June 1991..
 HD0229
 HD0229.The geoid height was determined by GEOID03.
 HD0229
 HD0229.The dynamic height is computed by dividing the NAVD 88
 HD0229.geopotential number by the normal gravity value computed on the
 HD0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0229.degrees latitude (g = 980.6199 gals.).
 HD0229
 HD0229.The modeled gravity was interpolated from observed gravity values.
 HD0229
 HD0229;                    North         East    Units  Estimated Accuracy
 HD0229;SPC MO C     -   143,630.      521,150.      MT  (+/- 180 meters Scaled)
 HD0229
 HD0229                          SUPERSEDED SURVEY CONTROL
 HD0229
 HD0229  NGVD 29 (??/??/92)  450.198  (m)         1477.02   (f) ADJ UNCH    1 2
 HD0229
 HD0229.Superseded values are not recommended for survey control.
 HD0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0229.See file dsdata.txt to determine how the superseded data were derived.
 HD0229
 HD0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB655092(NAD 83)
 HD0229_MARKER: DB = BENCH MARK DISK
 HD0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0229_STAMPING: 1477.025 K 7 1928
 HD0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0229+STABILITY: SURFACE MOTION
 HD0229
 HD0229  HISTORY     - Date     Condition        Report By
 HD0229  HISTORY     - 1928     MONUMENTED       CGS
 HD0229  HISTORY     - 1934     GOOD             NGS
 HD0229  HISTORY     - 1977     GOOD             NGS
 HD0229  HISTORY     - 1977     GOOD             NGS
 HD0229  HISTORY     - 19890922 MARK NOT FOUND   NGS
 HD0229
 HD0229                          STATION DESCRIPTION
 HD0229
 HD0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0229'AT MOUNTAIN GROVE.
 HD0229'AT MOUNTAIN GROVE, WRIGHT COUNTY, ON THE RIGHT-OF-WAY OF THE
 HD0229'ST. LOUIS-SAN FRANCISCO RAILWAY, 85 YARDS EAST OF THE EAST END
 HD0229'OF THE STATION, OPPOSITE POLE 269-22, 55 FEET SOUTH OF THE CENTERLINE
 HD0229'OF THE MAIN TRACK, 26 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 HD0229'60, AND IN LINE WITH THE ROW OF POLES SOUTH OF THE TRACK.  A
 HD0229'STANDARD DISK, STAMPED 1477.025 K 7 1928 AND SET IN THE TOP OF A
 HD0229'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 HD0229
 HD0229                          STATION RECOVERY (1977)
 HD0229
 HD0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0229'IT IS 7 FEET NORTH OF THE ROW OF POLES, 7 FEET NORTH OF POLE
 HD0229'421-2350-X171-8-75 AND PROJECTS 1 INCH.
 HD0229
 HD0229                          STATION RECOVERY (1977)
 HD0229
 HD0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0229'IT IS 7 FEET NORTH OF THE ROW OF POLES, 7 FEET NORTH OF POLE
 HD0229'421-2350-X171-8-75 AND PROJECTS 1 INCH.
 HD0229
 HD0229                          STATION RECOVERY (1989)
 HD0229
 HD0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0568 ***********************************************************************
 JE0568  DESIGNATION -  K 7 B 2
 JE0568  PID         -  JE0568
 JE0568  STATE/COUNTY-  MO/BATES
 JE0568  USGS QUAD   -  VIRGINIA (1961)
 JE0568
 JE0568                         *CURRENT SURVEY CONTROL
 JE0568  ___________________________________________________________________
 JE0568* NAD 83(1986)-  38 17 34.     (N)    094 24 27.     (W)     SCALED    
 JE0568* NAVD 88     -       258.448  (meters)     847.92   (feet)  ADJUSTED  
 JE0568  ___________________________________________________________________
 JE0568  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JE0568  DYNAMIC HT  -         258.262 (meters)     847.31  (feet)  COMP
 JE0568  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 JE0568
 JE0568  VERT ORDER  -  SECOND    CLASS 0
 JE0568
 JE0568.The horizontal coordinates were scaled from a topographic map and have
 JE0568.an estimated accuracy of +/- 6 seconds.
 JE0568
 JE0568.The orthometric height was determined by differential leveling
 JE0568.and adjusted by the National Geodetic Survey in June 1991..
 JE0568
 JE0568.The geoid height was determined by GEOID03.
 JE0568
 JE0568.The dynamic height is computed by dividing the NAVD 88
 JE0568.geopotential number by the normal gravity value computed on the
 JE0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0568.degrees latitude (g = 980.6199 gals.).
 JE0568
 JE0568.The modeled gravity was interpolated from observed gravity values.
 JE0568
 JE0568;                    North         East    Units  Estimated Accuracy
 JE0568;SPC MO W     -   235,950.      858,090.      MT  (+/- 180 meters Scaled)
 JE0568
 JE0568                          SUPERSEDED SURVEY CONTROL
 JE0568
 JE0568  NGVD 29 (??/??/92)  258.33   (m)          847.5    (f) COMPUTED    2 0
 JE0568
 JE0568.Superseded values are not recommended for survey control.
 JE0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0568.See file dsdata.txt to determine how the superseded data were derived.
 JE0568
 JE0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC769392(NAD 83)
 JE0568_MARKER: DZ = AZIMUTH MARK DISK
 JE0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0568+STABILITY: SURFACE MOTION
 JE0568
 JE0568  HISTORY     - Date     Condition        Report By
 JE0568  HISTORY     - UNK      MONUMENTED       DOD
 JE0568  HISTORY     - 1963     GOOD             NGS
 JE0568
 JE0568                          STATION DESCRIPTION
 JE0568
 JE0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0568'5.8 MI NW FROM BUTLER.
 JE0568'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM
 JE0568'THE STATION AT BUTLER, THENCE 3.5 MILES WEST ALONG STATE ROAD
 JE0568'TT, 205 SOUTH OF THE CENTER LINE OF THE ROAD, 168 FEET SOUTH OF
 JE0568'A POWER POLE, 165 FEET SOUTH OF A FENCE, AND THE TOP SURFACE
 JE0568'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED
 JE0568'ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
 JE0568'USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0569 ***********************************************************************
 JE0569  DESIGNATION -  K 7 Z
 JE0569  PID         -  JE0569
 JE0569  STATE/COUNTY-  MO/BATES
 JE0569  USGS QUAD   -  VIRGINIA (1961)
 JE0569
 JE0569                         *CURRENT SURVEY CONTROL
 JE0569  ___________________________________________________________________
 JE0569* NAD 83(1986)-  38 17 38.     (N)    094 24 50.     (W)     SCALED    
 JE0569* NAVD 88     -       260.458  (meters)     854.52   (feet)  ADJUSTED  
 JE0569  ___________________________________________________________________
 JE0569  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0569  DYNAMIC HT  -         260.271 (meters)     853.91  (feet)  COMP
 JE0569  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 JE0569
 JE0569  VERT ORDER  -  SECOND    CLASS 0
 JE0569
 JE0569.The horizontal coordinates were scaled from a topographic map and have
 JE0569.an estimated accuracy of +/- 6 seconds.
 JE0569
 JE0569.The orthometric height was determined by differential leveling
 JE0569.and adjusted by the National Geodetic Survey in June 1991..
 JE0569
 JE0569.The geoid height was determined by GEOID03.
 JE0569
 JE0569.The dynamic height is computed by dividing the NAVD 88
 JE0569.geopotential number by the normal gravity value computed on the
 JE0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0569.degrees latitude (g = 980.6199 gals.).
 JE0569
 JE0569.The modeled gravity was interpolated from observed gravity values.
 JE0569
 JE0569;                    North         East    Units  Estimated Accuracy
 JE0569;SPC MO W     -   236,070.      857,530.      MT  (+/- 180 meters Scaled)
 JE0569
 JE0569                          SUPERSEDED SURVEY CONTROL
 JE0569
 JE0569  NGVD 29 (??/??/92)  260.34   (m)          854.1    (f) COMPUTED    2 0
 JE0569
 JE0569.Superseded values are not recommended for survey control.
 JE0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0569.See file dsdata.txt to determine how the superseded data were derived.
 JE0569
 JE0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC763393(NAD 83)
 JE0569_MARKER: DS = TRIANGULATION STATION DISK
 JE0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0569_STAMPING: K 7 Z 1963
 JE0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0569+STABILITY: SURFACE MOTION
 JE0569
 JE0569  HISTORY     - Date     Condition        Report By
 JE0569  HISTORY     - 1963     MONUMENTED       CGS
 JE0569
 JE0569                          STATION DESCRIPTION
 JE0569
 JE0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0569'6.2 MI NW FROM BUTLER.
 JE0569'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM
 JE0569'THE STATION AT BUTLER, THENCE 3.9 MILES WEST ALONG STATE ROAD
 JE0569'TT, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 60.2 FEET
 JE0569'NORTH OF AND ACROSS THE ROAD FROM K 7 Z NO 2, 25.0 FEET EAST
 JE0569'OF K 7 Z NO 1, 32 FEET EAST OF THE CENTER OF A FIELD GATE, 3.0
 JE0569'FEET SOUTH OF A FENCE, 4.2 FEET EAST OF A METAL WITNESS POST,
 JE0569'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 JE0569'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0567 ***********************************************************************
 JE0567  DESIGNATION -  K 7 Z RM 1
 JE0567  PID         -  JE0567
 JE0567  STATE/COUNTY-  MO/BATES
 JE0567  USGS QUAD   -  VIRGINIA (1961)
 JE0567
 JE0567                         *CURRENT SURVEY CONTROL
 JE0567  ___________________________________________________________________
 JE0567* NAD 83(1986)-  38 17 38.     (N)    094 24 49.     (W)     SCALED    
 JE0567* NAVD 88     -       260.464  (meters)     854.54   (feet)  ADJUSTED  
 JE0567  ___________________________________________________________________
 JE0567  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0567  DYNAMIC HT  -         260.277 (meters)     853.93  (feet)  COMP
 JE0567  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 JE0567
 JE0567  VERT ORDER  -  SECOND    CLASS 0
 JE0567
 JE0567.The horizontal coordinates were scaled from a topographic map and have
 JE0567.an estimated accuracy of +/- 6 seconds.
 JE0567
 JE0567.The orthometric height was determined by differential leveling
 JE0567.and adjusted by the National Geodetic Survey in June 1991..
 JE0567
 JE0567.The geoid height was determined by GEOID03.
 JE0567
 JE0567.The dynamic height is computed by dividing the NAVD 88
 JE0567.geopotential number by the normal gravity value computed on the
 JE0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0567.degrees latitude (g = 980.6199 gals.).
 JE0567
 JE0567.The modeled gravity was interpolated from observed gravity values.
 JE0567
 JE0567;                    North         East    Units  Estimated Accuracy
 JE0567;SPC MO W     -   236,070.      857,560.      MT  (+/- 180 meters Scaled)
 JE0567
 JE0567                          SUPERSEDED SURVEY CONTROL
 JE0567
 JE0567  NGVD 29 (??/??/92)  260.34   (m)          854.1    (f) COMPUTED    2 0
 JE0567
 JE0567.Superseded values are not recommended for survey control.
 JE0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0567.See file dsdata.txt to determine how the superseded data were derived.
 JE0567
 JE0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC763393(NAD 83)
 JE0567_MARKER: DR = REFERENCE MARK DISK
 JE0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0567_STAMPING: K 7 Z NO 1 1963
 JE0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0567+STABILITY: SURFACE MOTION
 JE0567
 JE0567  HISTORY     - Date     Condition        Report By
 JE0567  HISTORY     - 1963     MONUMENTED       CGS
 JE0567
 JE0567                          STATION DESCRIPTION
 JE0567
 JE0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0567'6.2 MI NW FROM BUTLER.
 JE0567'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM
 JE0567'THE STATION AT BUTLER, THENCE 3.9 MILES WEST ALONG STATE ROAD
 JE0567'TT, 43 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25.0 FEET EAST
 JE0567'OF K 7 Z 1963, 1.0 FOOT SOUTH OF A FENCE, 2 1/2 FEET ABOVE THE
 JE0567'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0567'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0571 ***********************************************************************
 JE0571  DESIGNATION -  K 7 Z RM 2
 JE0571  PID         -  JE0571
 JE0571  STATE/COUNTY-  MO/BATES
 JE0571  USGS QUAD   -  VIRGINIA (1961)
 JE0571
 JE0571                         *CURRENT SURVEY CONTROL
 JE0571  ___________________________________________________________________
 JE0571* NAD 83(1986)-  38 17 36.     (N)    094 24 51.     (W)     SCALED    
 JE0571* NAVD 88     -       259.580  (meters)     851.64   (feet)  ADJUSTED  
 JE0571  ___________________________________________________________________
 JE0571  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0571  DYNAMIC HT  -         259.394 (meters)     851.03  (feet)  COMP
 JE0571  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 JE0571
 JE0571  VERT ORDER  -  SECOND    CLASS 0
 JE0571
 JE0571.The horizontal coordinates were scaled from a topographic map and have
 JE0571.an estimated accuracy of +/- 6 seconds.
 JE0571
 JE0571.The orthometric height was determined by differential leveling
 JE0571.and adjusted by the National Geodetic Survey in June 1991..
 JE0571
 JE0571.The geoid height was determined by GEOID03.
 JE0571
 JE0571.The dynamic height is computed by dividing the NAVD 88
 JE0571.geopotential number by the normal gravity value computed on the
 JE0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0571.degrees latitude (g = 980.6199 gals.).
 JE0571
 JE0571.The modeled gravity was interpolated from observed gravity values.
 JE0571
 JE0571;                    North         East    Units  Estimated Accuracy
 JE0571;SPC MO W     -   236,010.      857,510.      MT  (+/- 180 meters Scaled)
 JE0571
 JE0571                          SUPERSEDED SURVEY CONTROL
 JE0571
 JE0571  NGVD 29 (??/??/92)  259.46   (m)          851.2    (f) COMPUTED    2 0
 JE0571
 JE0571.Superseded values are not recommended for survey control.
 JE0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0571.See file dsdata.txt to determine how the superseded data were derived.
 JE0571
 JE0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC763393(NAD 83)
 JE0571_MARKER: DB = BENCH MARK DISK
 JE0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0571_STAMPING: K 7 Z NO 2 1963
 JE0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0571+STABILITY: SURFACE MOTION
 JE0571
 JE0571  HISTORY     - Date     Condition        Report By
 JE0571  HISTORY     - 1963     MONUMENTED       CGS
 JE0571
 JE0571                          STATION DESCRIPTION
 JE0571
 JE0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0571'6.2 MI NW FROM BUTLER.
 JE0571'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM
 JE0571'THE STATION AT BUTLER, THENCE 3.9 MILES WEST ALONG STATE ROAD
 JE0571'TT, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 60.2 FEET SOUTH
 JE0571'OF AND ACROSS THE ROAD FROM K 7 Z 1963, 104 FEET WEST OF A CORNER
 JE0571'FENCE POST, 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 JE0571'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0092 ***********************************************************************
 LF0092  DESIGNATION -  K 71
 LF0092  PID         -  LF0092
 LF0092  STATE/COUNTY-  MO/WORTH
 LF0092  USGS QUAD   -  GRANT CITY (1984)
 LF0092
 LF0092                         *CURRENT SURVEY CONTROL
 LF0092  ___________________________________________________________________
 LF0092* NAD 83(1986)-  40 24 18.     (N)    094 26 38.     (W)     SCALED    
 LF0092* NAVD 88     -       281.568  (meters)     923.78   (feet)  ADJUSTED  
 LF0092  ___________________________________________________________________
 LF0092  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LF0092  DYNAMIC HT  -         281.419 (meters)     923.29  (feet)  COMP
 LF0092  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 LF0092
 LF0092  VERT ORDER  -  SECOND    CLASS 0
 LF0092
 LF0092.The horizontal coordinates were scaled from a topographic map and have
 LF0092.an estimated accuracy of +/- 6 seconds.
 LF0092
 LF0092.The orthometric height was determined by differential leveling
 LF0092.and adjusted by the National Geodetic Survey in June 1991..
 LF0092
 LF0092.The geoid height was determined by GEOID03.
 LF0092
 LF0092.The dynamic height is computed by dividing the NAVD 88
 LF0092.geopotential number by the normal gravity value computed on the
 LF0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0092.degrees latitude (g = 980.6199 gals.).
 LF0092
 LF0092.The modeled gravity was interpolated from observed gravity values.
 LF0092
 LF0092;                    North         East    Units  Estimated Accuracy
 LF0092;SPC MO W     -   470,440.      854,760.      MT  (+/- 180 meters Scaled)
 LF0092
 LF0092                          SUPERSEDED SURVEY CONTROL
 LF0092
 LF0092  NGVD 29 (??/??/92)  281.488  (m)          923.52   (f) ADJ UNCH    2 0
 LF0092
 LF0092.Superseded values are not recommended for survey control.
 LF0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0092.See file dsdata.txt to determine how the superseded data were derived.
 LF0092
 LF0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE774737(NAD 83)
 LF0092_MARKER: DB = BENCH MARK DISK
 LF0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0092_STAMPING: K 71 1935
 LF0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0092+STABILITY: SURFACE MOTION
 LF0092
 LF0092  HISTORY     - Date     Condition        Report By
 LF0092  HISTORY     - 1935     MONUMENTED       CGS
 LF0092  HISTORY     - 1982     POOR             USGS
 LF0092
 LF0092                          STATION DESCRIPTION
 LF0092
 LF0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0092'AT WORTH.
 LF0092'AT WORTH, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 30
 LF0092'FEET SOUTHEAST OF THE STATION, 3-1/2 POLES SOUTHEAST OF MILEPOST
 LF0092'52, AT A PRIVATE-ROAD CROSSING, 97 FEET NORTHEAST OF THE
 LF0092'CENTERLINE OF THE TRACK, 40 FEET NORTHWEST OF THE CENTERLINE
 LF0092'OF THE ROAD, 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 LF0092'1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LF0092'K 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0092
 LF0092                          STATION RECOVERY (1982)
 LF0092
 LF0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LF0092'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0434 ***********************************************************************
 KE0434  DESIGNATION -  K 72
 KE0434  PID         -  KE0434
 KE0434  STATE/COUNTY-  MO/ANDREW
 KE0434  USGS QUAD   -  HELENA (1983)
 KE0434
 KE0434                         *CURRENT SURVEY CONTROL
 KE0434  ___________________________________________________________________
 KE0434* NAD 83(1986)-  39 54 42.     (N)    094 38 56.     (W)     SCALED    
 KE0434* NAVD 88     -       325.757  (meters)    1068.75   (feet)  ADJUSTED  
 KE0434  ___________________________________________________________________
 KE0434  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KE0434  DYNAMIC HT  -         325.569 (meters)    1068.14  (feet)  COMP
 KE0434  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 KE0434
 KE0434  VERT ORDER  -  SECOND    CLASS 0
 KE0434
 KE0434.The horizontal coordinates were scaled from a topographic map and have
 KE0434.an estimated accuracy of +/- 6 seconds.
 KE0434
 KE0434.The orthometric height was determined by differential leveling
 KE0434.and adjusted by the National Geodetic Survey in June 1991..
 KE0434
 KE0434.The geoid height was determined by GEOID03.
 KE0434
 KE0434.The dynamic height is computed by dividing the NAVD 88
 KE0434.geopotential number by the normal gravity value computed on the
 KE0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0434.degrees latitude (g = 980.6199 gals.).
 KE0434
 KE0434.The modeled gravity was interpolated from observed gravity values.
 KE0434
 KE0434;                    North         East    Units  Estimated Accuracy
 KE0434;SPC MO W     -   415,670.      837,270.      MT  (+/- 180 meters Scaled)
 KE0434
 KE0434                          SUPERSEDED SURVEY CONTROL
 KE0434
 KE0434  NGVD 29 (??/??/92)  325.652  (m)         1068.41   (f) ADJ UNCH    2 0
 KE0434
 KE0434.Superseded values are not recommended for survey control.
 KE0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0434.See file dsdata.txt to determine how the superseded data were derived.
 KE0434
 KE0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE590192(NAD 83)
 KE0434_MARKER: DB = BENCH MARK DISK
 KE0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0434_SP_SET: WALL
 KE0434_STAMPING: K 72 1935
 KE0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0434+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 KE0434
 KE0434  HISTORY     - Date     Condition        Report By
 KE0434  HISTORY     - 1935     MONUMENTED       CGS
 KE0434  HISTORY     - 1959     GOOD             NGS
 KE0434  HISTORY     - 1981     GOOD             NGS
 KE0434  HISTORY     - 20041006 GOOD             MODNR
 KE0434
 KE0434                          STATION DESCRIPTION
 KE0434
 KE0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0434'AT HELENA.
 KE0434'AT HELENA, ANDREW COUNTY, AT THE EXCHANGE BANK, IN THE NORTH
 KE0434'WALL OF THE BUILDING, 8 INCHES WEST OF THE NORTHEAST CORNER,
 KE0434'AND 3 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED K 72
 KE0434'1935 AND SET VERTICALLY.  NOTE-- THE BANK BUILDING IS NOW OCCUPIED
 KE0434'BY THE HELENA POST OFFICE.
 KE0434
 KE0434                          STATION RECOVERY (1981)
 KE0434
 KE0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0434'IN THE POST OFFICE BUILDING AT HELENA. REPAIRS HAVE BEEN MADE TO
 KE0434'BRICKS BELOW THE MARK. THE MARK MAY HAVE BEEN DISTRUBED AND SHOULD BE
 KE0434'USED WITH CAUTION.
 KE0434
 KE0434                          STATION RECOVERY (2004)
 KE0434
 KE0434'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 KE0434'FOUND MARK AS DESCRIBED IN A BRICK BUILDING AT HELENA, MO. AUTONOMOUS
 KE0434'HAND HELD GPS POSITION LAT 39 54 44.2, LONG 94 38 59.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0423 ***********************************************************************
 KE0423  DESIGNATION -  K 73
 KE0423  PID         -  KE0423
 KE0423  STATE/COUNTY-  MO/CLINTON
 KE0423  USGS QUAD   -  GOWER (1978)
 KE0423
 KE0423                         *CURRENT SURVEY CONTROL
 KE0423  ___________________________________________________________________
 KE0423* NAD 83(1986)-  39 36 43.     (N)    094 36 01.     (W)     SCALED    
 KE0423* NAVD 88     -       282.867  (meters)     928.04   (feet)  ADJUSTED  
 KE0423  ___________________________________________________________________
 KE0423  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KE0423  DYNAMIC HT  -         282.697 (meters)     927.48  (feet)  COMP
 KE0423  MODELED GRAV-     980,020.0   (mgal)                       NAVD 88
 KE0423
 KE0423  VERT ORDER  -  SECOND    CLASS 0
 KE0423
 KE0423.The horizontal coordinates were scaled from a topographic map and have
 KE0423.an estimated accuracy of +/- 6 seconds.
 KE0423
 KE0423.The orthometric height was determined by differential leveling
 KE0423.and adjusted by the National Geodetic Survey in June 1991..
 KE0423
 KE0423.The geoid height was determined by GEOID03.
 KE0423
 KE0423.The dynamic height is computed by dividing the NAVD 88
 KE0423.geopotential number by the normal gravity value computed on the
 KE0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0423.degrees latitude (g = 980.6199 gals.).
 KE0423
 KE0423.The modeled gravity was interpolated from observed gravity values.
 KE0423
 KE0423;                    North         East    Units  Estimated Accuracy
 KE0423;SPC MO W     -   382,390.      841,390.      MT  (+/- 180 meters Scaled)
 KE0423
 KE0423                          SUPERSEDED SURVEY CONTROL
 KE0423
 KE0423  NGVD 29 (??/??/92)  282.767  (m)          927.71   (f) ADJ UNCH    2 0
 KE0423
 KE0423.Superseded values are not recommended for survey control.
 KE0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0423.See file dsdata.txt to determine how the superseded data were derived.
 KE0423
 KE0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD626859(NAD 83)
 KE0423_MARKER: DB = BENCH MARK DISK
 KE0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0423_STAMPING: K 73 1935
 KE0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0423+STABILITY: SURFACE MOTION
 KE0423
 KE0423  HISTORY     - Date     Condition        Report By
 KE0423  HISTORY     - 1935     MONUMENTED       CGS
 KE0423  HISTORY     - 1959     GOOD             NGS
 KE0423  HISTORY     - 1969     MARK NOT FOUND   USGS
 KE0423  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 KE0423
 KE0423                          STATION DESCRIPTION
 KE0423
 KE0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0423'AT GOWER.
 KE0423'AT GOWER, CLINTON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 KE0423'FE RAILWAY, ACROSS THE TRACK FROM THE STATION TICKET OFFICE, 13
 KE0423'FEET NORTH OF THE CENTERLINE OF THE TRACK, 5 FEET NORTH OF A
 KE0423'RAILROAD SIGNAL, AND LEVEL WITH THE RAIL.
 KE0423
 KE0423                          STATION RECOVERY (1969)
 KE0423
 KE0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KE0423'MARK NOT FOUND.
 KE0423
 KE0423                          STATION RECOVERY (2006)
 KE0423
 KE0423'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0423'THE ATSF TRACKS AND STATION HAVE BEEN REMOVED AND THE ENTIRE AREA
 KE0423'PAVED FOR PARKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0126 ***********************************************************************
 KE0126  DESIGNATION -  K 74
 KE0126  PID         -  KE0126
 KE0126  STATE/COUNTY-  MO/RAY
 KE0126  USGS QUAD   -  RAYVILLE (1979)
 KE0126
 KE0126                         *CURRENT SURVEY CONTROL
 KE0126  ___________________________________________________________________
 KE0126* NAD 83(1986)-  39 18 50.     (N)    094 01 53.     (W)     SCALED    
 KE0126* NAVD 88     -       238.245  (meters)     781.64   (feet)  ADJUSTED  
 KE0126  ___________________________________________________________________
 KE0126  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KE0126  DYNAMIC HT  -         238.098 (meters)     781.16  (feet)  COMP
 KE0126  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 KE0126
 KE0126  VERT ORDER  -  SECOND    CLASS 0
 KE0126
 KE0126.The horizontal coordinates were scaled from a topographic map and have
 KE0126.an estimated accuracy of +/- 6 seconds.
 KE0126
 KE0126.The orthometric height was determined by differential leveling
 KE0126.and adjusted by the National Geodetic Survey in June 1991..
 KE0126
 KE0126.The geoid height was determined by GEOID03.
 KE0126
 KE0126.The dynamic height is computed by dividing the NAVD 88
 KE0126.geopotential number by the normal gravity value computed on the
 KE0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0126.degrees latitude (g = 980.6199 gals.).
 KE0126
 KE0126.The modeled gravity was interpolated from observed gravity values.
 KE0126
 KE0126;                    North         East    Units  Estimated Accuracy
 KE0126;SPC MO W     -   349,400.      890,410.      MT  (+/- 180 meters Scaled)
 KE0126
 KE0126                          SUPERSEDED SURVEY CONTROL
 KE0126
 KE0126  NGVD 29 (??/??/92)  238.155  (m)          781.35   (f) ADJ UNCH    2 0
 KE0126
 KE0126.Superseded values are not recommended for survey control.
 KE0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0126.See file dsdata.txt to determine how the superseded data were derived.
 KE0126
 KE0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD110521(NAD 83)
 KE0126_MARKER: DB = BENCH MARK DISK
 KE0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0126_STAMPING: K 74 1935
 KE0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0126+STABILITY: SURFACE MOTION
 KE0126
 KE0126  HISTORY     - Date     Condition        Report By
 KE0126  HISTORY     - 1935     MONUMENTED       CGS
 KE0126  HISTORY     - 1958     GOOD             NGS
 KE0126  HISTORY     - 1966     GOOD             NGS
 KE0126  HISTORY     - 1982     MARK NOT FOUND   NGS
 KE0126
 KE0126                          STATION DESCRIPTION
 KE0126
 KE0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0126'3.6 MI SE FROM RAYVILLE.
 KE0126'THE MARK IS 6 FEET SOUTH OF A FENCE CORNER, AND 4 FEET SOUTH
 KE0126'OF A POWER LINE BRACE POLE, 3.6 MILES SOUTHEAST ALONG THE
 KE0126'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT
 KE0126'RAYVILLE, 2-1/3 POLES SOUTH OF MILEPOST 10, 18 FEET NORTH OF
 KE0126'THE SWANWICK STATION SIGN, AT A ROAD CROSSING, 50 FEET EAST
 KE0126'OF THE CENTERLINE OF THE TRACK, 30 FEET SOUTH OF THE CENTERLINE
 KE0126'OF THE ROAD, IN LINE WITH THE RIGHT-OF-WAY FENCE, AND ABOUT
 KE0126'1 FOOT HIGHER THAN THE RAIL.
 KE0126
 KE0126                          STATION RECOVERY (1966)
 KE0126
 KE0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KE0126'RECOVERED IN GOOD CONDITION.
 KE0126
 KE0126                          STATION RECOVERY (1982)
 KE0126
 KE0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KE0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0457 ***********************************************************************
 KE0457  DESIGNATION -  K 75
 KE0457  PID         -  KE0457
 KE0457  STATE/COUNTY-  MO/CLINTON
 KE0457  USGS QUAD   -  GOWER (1978)
 KE0457
 KE0457                         *CURRENT SURVEY CONTROL
 KE0457  ___________________________________________________________________
 KE0457* NAD 83(1986)-  39 32 33.     (N)    094 30 02.     (W)     SCALED    
 KE0457* NAVD 88     -       299.763  (meters)     983.47   (feet)  ADJUSTED  
 KE0457  ___________________________________________________________________
 KE0457  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE0457  DYNAMIC HT  -         299.580 (meters)     982.87  (feet)  COMP
 KE0457  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 KE0457
 KE0457  VERT ORDER  -  SECOND    CLASS 0
 KE0457
 KE0457.The horizontal coordinates were scaled from a topographic map and have
 KE0457.an estimated accuracy of +/- 6 seconds.
 KE0457
 KE0457.The orthometric height was determined by differential leveling
 KE0457.and adjusted by the National Geodetic Survey in June 1991..
 KE0457
 KE0457.The geoid height was determined by GEOID03.
 KE0457
 KE0457.The dynamic height is computed by dividing the NAVD 88
 KE0457.geopotential number by the normal gravity value computed on the
 KE0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0457.degrees latitude (g = 980.6199 gals.).
 KE0457
 KE0457.The modeled gravity was interpolated from observed gravity values.
 KE0457
 KE0457;                    North         East    Units  Estimated Accuracy
 KE0457;SPC MO W     -   374,680.      849,950.      MT  (+/- 180 meters Scaled)
 KE0457
 KE0457                          SUPERSEDED SURVEY CONTROL
 KE0457
 KE0457  NGVD 29 (??/??/92)  299.655  (m)          983.12   (f) ADJ UNCH    2 0
 KE0457
 KE0457.Superseded values are not recommended for survey control.
 KE0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0457.See file dsdata.txt to determine how the superseded data were derived.
 KE0457
 KE0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD710780(NAD 83)
 KE0457_MARKER: DB = BENCH MARK DISK
 KE0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0457_STAMPING: K 75 1935
 KE0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0457+STABILITY: SURFACE MOTION
 KE0457
 KE0457  HISTORY     - Date     Condition        Report By
 KE0457  HISTORY     - 1935     MONUMENTED       CGS
 KE0457  HISTORY     - 1958     MARK NOT FOUND   NGS
 KE0457  HISTORY     - 1961     MARK NOT FOUND   NGS
 KE0457
 KE0457                          STATION DESCRIPTION
 KE0457
 KE0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0457'3.4 MI SW FROM PLATTSBURG.
 KE0457'3.4 MILES SOUTHWEST ALONG THE OLD ROADBED OF THE ABANDONED
 KE0457'QUINCY, OMAHA AND KANSAS CITY RAILROAD FROM THE STATION AT
 KE0457'PLATTSBURG, CLINTON COUNTY, AT OLD WESTBRIDGE SIDING, AT A
 KE0457'PRIVATE-ROAD CROSSING, 138 FEET SOUTH OF THE CENTERLINE OF
 KE0457'THE PRIVATE ROAD, 34 FEET EAST OF THE CENTERLINE OF THE OLD
 KE0457'ROADBED, 4 FEET NORTHWEST OF A POLE, AND ABOUT 1-1/2 FEET
 KE0457'HIGHER THAN THE OLD ROADBED.  NOTE-- 1958 REPORT-- THE OLD ROADBED
 KE0457'AT WESTBRIDGE SIDING HAS BEEN COMPLETELY ERADICATED AND THE AREA
 KE0457'IS A PASTURE.
 KE0457
 KE0457                          STATION RECOVERY (1961)
 KE0457
 KE0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0825 ***********************************************************************
 KD0825  DESIGNATION -  K 77
 KD0825  PID         -  KD0825
 KD0825  STATE/COUNTY-  MO/DAVIESS
 KD0825  USGS QUAD   -  GALLATIN (1984)
 KD0825
 KD0825                         *CURRENT SURVEY CONTROL
 KD0825  ___________________________________________________________________
 KD0825* NAD 83(1986)-  39 58 49.     (N)    093 57 11.     (W)     SCALED    
 KD0825* NAVD 88     -       236.040  (meters)     774.41   (feet)  ADJUSTED  
 KD0825  ___________________________________________________________________
 KD0825  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KD0825  DYNAMIC HT  -         235.906 (meters)     773.97  (feet)  COMP
 KD0825  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 KD0825
 KD0825  VERT ORDER  -  SECOND    CLASS 0
 KD0825
 KD0825.The horizontal coordinates were scaled from a topographic map and have
 KD0825.an estimated accuracy of +/- 6 seconds.
 KD0825
 KD0825.The orthometric height was determined by differential leveling
 KD0825.and adjusted by the National Geodetic Survey in June 1991..
 KD0825
 KD0825.The geoid height was determined by GEOID03.
 KD0825
 KD0825.The dynamic height is computed by dividing the NAVD 88
 KD0825.geopotential number by the normal gravity value computed on the
 KD0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0825.degrees latitude (g = 980.6199 gals.).
 KD0825
 KD0825.The modeled gravity was interpolated from observed gravity values.
 KD0825
 KD0825;                    North         East    Units  Estimated Accuracy
 KD0825;SPC MO W     -   423,420.      896,720.      MT  (+/- 180 meters Scaled)
 KD0825
 KD0825                          SUPERSEDED SURVEY CONTROL
 KD0825
 KD0825  NGVD 29 (??/??/92)  235.976  (m)          774.20   (f) ADJ UNCH    2 0
 KD0825
 KD0825.Superseded values are not recommended for survey control.
 KD0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0825.See file dsdata.txt to determine how the superseded data were derived.
 KD0825
 KD0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE186260(NAD 83)
 KD0825_MARKER: DB = BENCH MARK DISK
 KD0825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0825_SP_SET: CULVERT
 KD0825_STAMPING: K 77 1935
 KD0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0825
 KD0825  HISTORY     - Date     Condition        Report By
 KD0825  HISTORY     - 1935     MONUMENTED       CGS
 KD0825
 KD0825                          STATION DESCRIPTION
 KD0825
 KD0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0825'2.2 MI SE FROM JAMESON.
 KD0825'2.2 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE STATION
 KD0825'AT JAMESON, DAVIESS COUNTY, 7 POLES SOUTH OF MILEPOST 259, NEAR
 KD0825'BRIDGE 883, 190 FEET EAST OF THE TRACK, AT A CULVERT UNDER A
 KD0825'ROAD PARALLELING THE TRACK, IN THE TOP OF THE WEST CONCRETE HEAD
 KD0825'WALL, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED K 77 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0859 ***********************************************************************
 KD0859  DESIGNATION -  K 79
 KD0859  PID         -  KD0859
 KD0859  STATE/COUNTY-  MO/CALDWELL
 KD0859  USGS QUAD   -  BRAYMER (1984)
 KD0859
 KD0859                         *CURRENT SURVEY CONTROL
 KD0859  ___________________________________________________________________
 KD0859* NAD 83(1986)-  39 34 17.     (N)    093 50 00.     (W)     SCALED    
 KD0859* NAVD 88     -       233.065  (meters)     764.65   (feet)  ADJUSTED  
 KD0859  ___________________________________________________________________
 KD0859  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KD0859  DYNAMIC HT  -         232.924 (meters)     764.18  (feet)  COMP
 KD0859  MODELED GRAV-     980,017.2   (mgal)                       NAVD 88
 KD0859
 KD0859  VERT ORDER  -  SECOND    CLASS 0
 KD0859
 KD0859.The horizontal coordinates were scaled from a topographic map and have
 KD0859.an estimated accuracy of +/- 6 seconds.
 KD0859
 KD0859.The orthometric height was determined by differential leveling
 KD0859.and adjusted by the National Geodetic Survey in June 1991..
 KD0859
 KD0859.The geoid height was determined by GEOID03.
 KD0859
 KD0859.The dynamic height is computed by dividing the NAVD 88
 KD0859.geopotential number by the normal gravity value computed on the
 KD0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0859.degrees latitude (g = 980.6199 gals.).
 KD0859
 KD0859.The modeled gravity was interpolated from observed gravity values.
 KD0859
 KD0859;                    North         East    Units  Estimated Accuracy
 KD0859;SPC MO W     -   378,090.      907,280.      MT  (+/- 180 meters Scaled)
 KD0859
 KD0859                          SUPERSEDED SURVEY CONTROL
 KD0859
 KD0859  NGVD 29 (??/??/92)  232.989  (m)          764.40   (f) ADJ UNCH    2 0
 KD0859
 KD0859.Superseded values are not recommended for survey control.
 KD0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0859.See file dsdata.txt to determine how the superseded data were derived.
 KD0859
 KD0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD284805(NAD 83)
 KD0859_MARKER: DB = BENCH MARK DISK
 KD0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0859_SP_SET: BRIDGE
 KD0859_STAMPING: K 79 1935
 KD0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0859
 KD0859  HISTORY     - Date     Condition        Report By
 KD0859  HISTORY     - 1935     MONUMENTED       CGS
 KD0859  HISTORY     - 1964     GOOD             NGS
 KD0859
 KD0859                          STATION DESCRIPTION
 KD0859
 KD0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0859'2.4 MI W FROM BRAYMER.
 KD0859'2.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 KD0859'RAILROAD FROM THE STATION AT BRAYMER, CALDWELL COUNTY, AT BRIDGE
 KD0859'1760, IN THE TOP OF THE NORTH END OF THE WEST BACKWALL, 10 FEET
 KD0859'NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER
 KD0859'THAN THE TRACK.  A STANDARD DISK, STAMPED K 79 1935.
 KD0859
 KD0859                          STATION RECOVERY (1964)
 KD0859
 KD0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0659 ***********************************************************************
 GE0659  DESIGNATION -  K 8
 GE0659  PID         -  GE0659
 GE0659  STATE/COUNTY-  MO/HOWELL
 GE0659  USGS QUAD   -  POMONA (1986)
 GE0659
 GE0659                         *CURRENT SURVEY CONTROL
 GE0659  ___________________________________________________________________
 GE0659* NAD 83(1986)-  36 46 39.     (N)    091 52 36.     (W)     SCALED    
 GE0659* NAVD 88     -       323.824  (meters)    1062.41   (feet)  ADJUSTED  
 GE0659  ___________________________________________________________________
 GE0659  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GE0659  DYNAMIC HT  -         323.550 (meters)    1061.51  (feet)  COMP
 GE0659  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GE0659
 GE0659  VERT ORDER  -  FIRST     CLASS II
 GE0659
 GE0659.The horizontal coordinates were scaled from a topographic map and have
 GE0659.an estimated accuracy of +/- 6 seconds.
 GE0659
 GE0659.The orthometric height was determined by differential leveling
 GE0659.and adjusted by the National Geodetic Survey in June 1991..
 GE0659
 GE0659.The geoid height was determined by GEOID03.
 GE0659
 GE0659.The dynamic height is computed by dividing the NAVD 88
 GE0659.geopotential number by the normal gravity value computed on the
 GE0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0659.degrees latitude (g = 980.6199 gals.).
 GE0659
 GE0659.The modeled gravity was interpolated from observed gravity values.
 GE0659
 GE0659;                    North         East    Units  Estimated Accuracy
 GE0659;SPC MO C     -   104,940.      555,640.      MT  (+/- 180 meters Scaled)
 GE0659
 GE0659                          SUPERSEDED SURVEY CONTROL
 GE0659
 GE0659  NGVD 29 (??/??/92)  323.656  (m)         1061.86   (f) ADJ UNCH    1 2
 GE0659
 GE0659.Superseded values are not recommended for survey control.
 GE0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0659.See file dsdata.txt to determine how the superseded data were derived.
 GE0659
 GE0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA002707(NAD 83)
 GE0659_MARKER: DB = BENCH MARK DISK
 GE0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0659_STAMPING: 1061.861 K 8 1928
 GE0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0659+STABILITY: SURFACE MOTION
 GE0659
 GE0659  HISTORY     - Date     Condition        Report By
 GE0659  HISTORY     - 1928     MONUMENTED       CGS
 GE0659  HISTORY     - 1934     GOOD             NGS
 GE0659  HISTORY     - 1977     GOOD             NGS
 GE0659  HISTORY     - 1984     MARK NOT FOUND   USGS
 GE0659
 GE0659                          STATION DESCRIPTION
 GE0659
 GE0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0659'3.8 MI NW FROM WEST PLAINS.
 GE0659'3.8 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0659'FROM THE STATION AT WEST PLAINS, HOWELL COUNTY, 47 FEET SOUTH OF
 GE0659'SEMAPHORE 310.7, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GE0659'TRACK, 28 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 63,
 GE0659'OPPOSITE AND BETWEEN POLES 310-26 AND 310-27, AND 9 FEET
 GE0659'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GE0659'STAMPED 1061.861 K 8 1928 AND SET IN THE TOP OF A CONCRETE
 GE0659'POST PROJECTING 4 INCHES ABOVE GROUND.
 GE0659
 GE0659                          STATION RECOVERY (1977)
 GE0659
 GE0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0659'IT IS 87 FEET SOUTH OF POLE 310-26, 19 FEET NORTH OF A UTILITY POLE
 GE0659'AND PROJECTS 3 INCHES.
 GE0659
 GE0659                          STATION RECOVERY (1984)
 GE0659
 GE0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 GE0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0318 ***********************************************************************
 JE0318  DESIGNATION -  K 8
 JE0318  PID         -  JE0318
 JE0318  STATE/COUNTY-  MO/BATES
 JE0318  USGS QUAD   -  BUTLER (1961)
 JE0318
 JE0318                         *CURRENT SURVEY CONTROL
 JE0318  ___________________________________________________________________
 JE0318* NAD 83(1997)-  38 17 35.56127(N)    094 20 37.85553(W)     ADJUSTED  
 JE0318* NAVD 88     -       262.806  (meters)     862.22   (feet)  ADJUSTED  
 JE0318  ___________________________________________________________________
 JE0318  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 JE0318  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE0318  DYNAMIC HT  -         262.617 (meters)     861.60  (feet)  COMP
 JE0318  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 JE0318
 JE0318  HORZ ORDER  -  THIRD
 JE0318  VERT ORDER  -  FIRST     CLASS II
 JE0318
 JE0318.The horizontal coordinates were established by classical geodetic methods
 JE0318.and adjusted by the National Geodetic Survey in February 2000..
 JE0318.No horizontal observational check was made to the station.
 JE0318
 JE0318.The orthometric height was determined by differential leveling
 JE0318.and adjusted by the National Geodetic Survey in June 1991..
 JE0318
 JE0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0318
 JE0318.The geoid height was determined by GEOID03.
 JE0318
 JE0318.The dynamic height is computed by dividing the NAVD 88
 JE0318.geopotential number by the normal gravity value computed on the
 JE0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0318.degrees latitude (g = 980.6199 gals.).
 JE0318
 JE0318.The modeled gravity was interpolated from observed gravity values.
 JE0318
 JE0318;                    North         East     Units Scale Factor Converg.
 JE0318;SPC MO W     -   236,005.830   863,659.560   MT  0.99994347   +0 05 48.4
 JE0318;UTM  15      - 4,239,202.371   382,482.463   MT  0.99977008   -0 49 58.3
 JE0318
 JE0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0318!SPC MO W     -   0.99996381  x   0.99994347  =   0.99990728
 JE0318!UTM  15      -   0.99996381  x   0.99977008  =   0.99973390
 JE0318
 JE0318                          SUPERSEDED SURVEY CONTROL
 JE0318
 JE0318  NAD 83(1997)-  38 17 35.56142(N)    094 20 37.85545(W) AD(       ) 3
 JE0318  NAD 83(1986)-  38 17 35.56984(N)    094 20 37.85241(W) AD(       ) 3
 JE0318  NAD 27      -  38 17 35.49023(N)    094 20 37.03106(W) AD(       ) 3
 JE0318  NGVD 29 (??/??/92)  262.682  (m)          861.82   (f) ADJ UNCH    1 2
 JE0318
 JE0318.Superseded values are not recommended for survey control.
 JE0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0318.See file dsdata.txt to determine how the superseded data were derived.
 JE0318
 JE0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8248239202(NAD 83)
 JE0318_MARKER: DB = BENCH MARK DISK
 JE0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0318_SP_SET: CONCRETE POST
 JE0318_STAMPING: K 8 1938
 JE0318_MARK LOGO: USGS  
 JE0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0318+STABILITY: SURFACE MOTION
 JE0318
 JE0318  HISTORY     - Date     Condition        Report By
 JE0318  HISTORY     - 1938     MONUMENTED       USGS
 JE0318  HISTORY     - 1963     GOOD             NGS
 JE0318  HISTORY     - 1963     GOOD             USGS
 JE0318
 JE0318                          STATION DESCRIPTION
 JE0318
 JE0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0318'2.4 MI N FROM BUTLER.
 JE0318'2.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0318'STATION AT BUTLER, 127 FEET WEST OF U.S. HIGHWAY 71, AT A ROAD
 JE0318'CROSSING, 54 FEET NORTH OF THE ROAD, AND 47 FEET WEST OF THE
 JE0318'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JE0318'K 8 1938 AND SET IN THE TOP OF A CONCRETE POST.
 JE0318
 JE0318                          STATION RECOVERY (1963)
 JE0318
 JE0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JE0318'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0318'STATION AT BUTLER, OR 2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC
 JE0318'RAILROAD FROM THE POST OFFICE AT PASSAIC, 44 FEET WEST OF THE WEST
 JE0318'RAIL 22 1/2 FEET NORTHWEST OF THE 6TH TELEPHONE POLE NORTH OF
 JE0318'MILEPOST 285, 70 1/2 FEET NORTHWEST OF THE CENTER OF A CROSSING OF
 JE0318'THE RAILROAD AND STATE ROAD TT, 53 FEET NORTH OF THE CENTER LINE OF
 JE0318'STATE ROAD TT, 2 FEET EAST OF A FENCE, 1.3 FEET WEST OF A METAL
 JE0318'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 10
 JE0318'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0455 ***********************************************************************
 JE0455  DESIGNATION -  K 8 B 1
 JE0455  PID         -  JE0455
 JE0455  STATE/COUNTY-  MO/BATES
 JE0455  USGS QUAD   -  RICH HILL (1991)
 JE0455
 JE0455                         *CURRENT SURVEY CONTROL
 JE0455  ___________________________________________________________________
 JE0455* NAD 83(1986)-  38 05 56.     (N)    094 20 22.     (W)     SCALED    
 JE0455* NAVD 88     -       236.654  (meters)     776.42   (feet)  ADJUSTED  
 JE0455  ___________________________________________________________________
 JE0455  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE0455  DYNAMIC HT  -         236.481 (meters)     775.85  (feet)  COMP
 JE0455  MODELED GRAV-     979,894.1   (mgal)                       NAVD 88
 JE0455
 JE0455  VERT ORDER  -  SECOND    CLASS 0
 JE0455
 JE0455.The horizontal coordinates were scaled from a topographic map and have
 JE0455.an estimated accuracy of +/- 6 seconds.
 JE0455
 JE0455.The orthometric height was determined by differential leveling
 JE0455.and adjusted by the National Geodetic Survey in June 1991..
 JE0455
 JE0455.The geoid height was determined by GEOID03.
 JE0455
 JE0455.The dynamic height is computed by dividing the NAVD 88
 JE0455.geopotential number by the normal gravity value computed on the
 JE0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0455.degrees latitude (g = 980.6199 gals.).
 JE0455
 JE0455.The modeled gravity was interpolated from observed gravity values.
 JE0455
 JE0455;                    North         East    Units  Estimated Accuracy
 JE0455;SPC MO W     -   214,440.      864,080.      MT  (+/- 180 meters Scaled)
 JE0455
 JE0455                          SUPERSEDED SURVEY CONTROL
 JE0455
 JE0455  NGVD 29 (??/??/92)  236.54   (m)          776.0    (f) COMPUTED    2 0
 JE0455
 JE0455.Superseded values are not recommended for survey control.
 JE0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0455.See file dsdata.txt to determine how the superseded data were derived.
 JE0455
 JE0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC825176(NAD 83)
 JE0455_MARKER: DZ = AZIMUTH MARK DISK
 JE0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0455+STABILITY: SURFACE MOTION
 JE0455
 JE0455  HISTORY     - Date     Condition        Report By
 JE0455  HISTORY     - UNK      MONUMENTED       DOD
 JE0455  HISTORY     - 1963     GOOD             NGS
 JE0455
 JE0455                          STATION DESCRIPTION
 JE0455
 JE0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0455'1.4 MI E FROM RICH HILL.
 JE0455'ABOUT 0.5 MILE EAST ALONG PARK AVENUE FROM THE MISSOURI PACIFIC
 JE0455'RAILROAD STATION AT RICH HILL, THENCE 0.1 MILE NORTH ALONG U.S.
 JE0455'HIGHWAY 71, THENCE 0.7 MILE EAST ALONG STATE ROAD B, THENCE
 JE0455'0.1 MILE NORTH ALONG A TRAIL ROAD, IN SECTION 4, R 31 W, T 38
 JE0455'N, 75 FEET WEST OF A FENCE, THE TOP SURFACE OVER THE CENTER
 JE0455'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF
 JE0455'AN 18-INCH CONCRETE CYLINDER PROJECTING 5 FEET.  USAF MONOLITH
 JE0455'AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0456 ***********************************************************************
 JE0456  DESIGNATION -  K 8 B 2
 JE0456  PID         -  JE0456
 JE0456  STATE/COUNTY-  MO/BATES
 JE0456  USGS QUAD   -  RICH HILL (1991)
 JE0456
 JE0456                         *CURRENT SURVEY CONTROL
 JE0456  ___________________________________________________________________
 JE0456* NAD 83(1986)-  38 05 56.     (N)    094 20 10.     (W)     SCALED    
 JE0456* NAVD 88     -       234.330  (meters)     768.80   (feet)  ADJUSTED  
 JE0456  ___________________________________________________________________
 JE0456  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE0456  DYNAMIC HT  -         234.159 (meters)     768.24  (feet)  COMP
 JE0456  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 JE0456
 JE0456  VERT ORDER  -  SECOND    CLASS 0
 JE0456
 JE0456.The horizontal coordinates were scaled from a topographic map and have
 JE0456.an estimated accuracy of +/- 6 seconds.
 JE0456
 JE0456.The orthometric height was determined by differential leveling
 JE0456.and adjusted by the National Geodetic Survey in June 1991..
 JE0456
 JE0456.The geoid height was determined by GEOID03.
 JE0456
 JE0456.The dynamic height is computed by dividing the NAVD 88
 JE0456.geopotential number by the normal gravity value computed on the
 JE0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0456.degrees latitude (g = 980.6199 gals.).
 JE0456
 JE0456.The modeled gravity was interpolated from observed gravity values.
 JE0456
 JE0456;                    North         East    Units  Estimated Accuracy
 JE0456;SPC MO W     -   214,440.      864,380.      MT  (+/- 180 meters Scaled)
 JE0456
 JE0456                          SUPERSEDED SURVEY CONTROL
 JE0456
 JE0456  NGVD 29 (??/??/92)  234.21   (m)          768.4    (f) COMPUTED    2 0
 JE0456
 JE0456.Superseded values are not recommended for survey control.
 JE0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0456.See file dsdata.txt to determine how the superseded data were derived.
 JE0456
 JE0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC828176(NAD 83)
 JE0456_MARKER: DZ = AZIMUTH MARK DISK
 JE0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0456+STABILITY: SURFACE MOTION
 JE0456
 JE0456  HISTORY     - Date     Condition        Report By
 JE0456  HISTORY     - UNK      MONUMENTED       DOD
 JE0456  HISTORY     - 1963     GOOD             NGS
 JE0456
 JE0456                          STATION DESCRIPTION
 JE0456
 JE0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0456'1.6 MI E FROM RICH HILL.
 JE0456'ABOUT 0.5 MILE EAST ALONG PARK AVENUE FROM THE MISSOURI PACIFIC
 JE0456'RAILROAD STATION AT RICH HILL, THENCE 0.1 MILE NORTH ALONG
 JE0456'U.S. HIGHWAY 71, THENCE 0.85 MILE EAST ALONG STATE ROAD B,
 JE0456'THENCE 0.1 MILE NORTH ACROSS COUNTRY, IN SECTION 4, R 31 W,
 JE0456'T 38 N, THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JE0456'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JE0456'CYLINDER PROJECTING 5 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0454 ***********************************************************************
 JE0454  DESIGNATION -  K 8 Z
 JE0454  PID         -  JE0454
 JE0454  STATE/COUNTY-  MO/BATES
 JE0454  USGS QUAD   -  RICH HILL (1991)
 JE0454
 JE0454                         *CURRENT SURVEY CONTROL
 JE0454  ___________________________________________________________________
 JE0454* NAD 83(1986)-  38 05 48.     (N)    094 19 58.     (W)     SCALED    
 JE0454* NAVD 88     -       230.515  (meters)     756.28   (feet)  ADJUSTED  
 JE0454  ___________________________________________________________________
 JE0454  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE0454  DYNAMIC HT  -         230.346 (meters)     755.73  (feet)  COMP
 JE0454  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 JE0454
 JE0454  VERT ORDER  -  SECOND    CLASS 0
 JE0454
 JE0454.The horizontal coordinates were scaled from a topographic map and have
 JE0454.an estimated accuracy of +/- 6 seconds.
 JE0454
 JE0454.The orthometric height was determined by differential leveling
 JE0454.and adjusted by the National Geodetic Survey in June 1991..
 JE0454
 JE0454.The geoid height was determined by GEOID03.
 JE0454
 JE0454.The dynamic height is computed by dividing the NAVD 88
 JE0454.geopotential number by the normal gravity value computed on the
 JE0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0454.degrees latitude (g = 980.6199 gals.).
 JE0454
 JE0454.The modeled gravity was interpolated from observed gravity values.
 JE0454
 JE0454;                    North         East    Units  Estimated Accuracy
 JE0454;SPC MO W     -   214,190.      864,670.      MT  (+/- 180 meters Scaled)
 JE0454
 JE0454                          SUPERSEDED SURVEY CONTROL
 JE0454
 JE0454  NGVD 29 (??/??/92)  230.40   (m)          755.9    (f) COMPUTED    2 0
 JE0454
 JE0454.Superseded values are not recommended for survey control.
 JE0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0454.See file dsdata.txt to determine how the superseded data were derived.
 JE0454
 JE0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC831173(NAD 83)
 JE0454_MARKER: DS = TRIANGULATION STATION DISK
 JE0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0454_STAMPING: K 8 Z 1963
 JE0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0454+STABILITY: SURFACE MOTION
 JE0454
 JE0454  HISTORY     - Date     Condition        Report By
 JE0454  HISTORY     - 1963     MONUMENTED       CGS
 JE0454
 JE0454                          STATION DESCRIPTION
 JE0454
 JE0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0454'1.6 MI E FROM RICH HILL.
 JE0454'ABOUT 0.5 MILE EAST ALONG PARK AVENUE FROM THE MISSOURI PACIFIC
 JE0454'RAILROAD STATION AT RICH HILL, THENCE 0.1 MILE NORTH ALONG
 JE0454'U.S. HIGHWAY 71, THENCE 1.05 MILES EAST ALONG STATE ROAD B,
 JE0454'IN SECTION 9, R 31 W, T 38 N, 96 FEET SOUTH OF THE CENTER LINE
 JE0454'OF THE ROAD, ON THE WEST SIDE OF A NORTH-SOUTH ROW OF HEDGE,
 JE0454'25 FEET SOUTH OF AN 18-INCH HEDGE TREE, 66 FEET SOUTH OF AN
 JE0454'EAST-WEST FENCE, 4 FEET WEST OF A NORTH-SOUTH FENCE, ABOUT
 JE0454'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JE0454'ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0458 ***********************************************************************
 JE0458  DESIGNATION -  K 8 Z AZ MK
 JE0458  PID         -  JE0458
 JE0458  STATE/COUNTY-  MO/BATES
 JE0458  USGS QUAD   -  RICH HILL (1991)
 JE0458
 JE0458                         *CURRENT SURVEY CONTROL
 JE0458  ___________________________________________________________________
 JE0458* NAD 83(1986)-  38 05 48.     (N)    094 20 31.     (W)     SCALED    
 JE0458* NAVD 88     -       236.120  (meters)     774.67   (feet)  ADJUSTED  
 JE0458  ___________________________________________________________________
 JE0458  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE0458  DYNAMIC HT  -         235.948 (meters)     774.11  (feet)  COMP
 JE0458  MODELED GRAV-     979,894.1   (mgal)                       NAVD 88
 JE0458
 JE0458  VERT ORDER  -  SECOND    CLASS 0
 JE0458
 JE0458.The horizontal coordinates were scaled from a topographic map and have
 JE0458.an estimated accuracy of +/- 6 seconds.
 JE0458
 JE0458.The orthometric height was determined by differential leveling
 JE0458.and adjusted by the National Geodetic Survey in June 1991..
 JE0458
 JE0458.The geoid height was determined by GEOID03.
 JE0458
 JE0458.The dynamic height is computed by dividing the NAVD 88
 JE0458.geopotential number by the normal gravity value computed on the
 JE0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0458.degrees latitude (g = 980.6199 gals.).
 JE0458
 JE0458.The modeled gravity was interpolated from observed gravity values.
 JE0458
 JE0458;                    North         East    Units  Estimated Accuracy
 JE0458;SPC MO W     -   214,190.      863,860.      MT  (+/- 180 meters Scaled)
 JE0458
 JE0458                          SUPERSEDED SURVEY CONTROL
 JE0458
 JE0458  NGVD 29 (??/??/92)  236.00   (m)          774.3    (f) COMPUTED    2 0
 JE0458
 JE0458.Superseded values are not recommended for survey control.
 JE0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0458.See file dsdata.txt to determine how the superseded data were derived.
 JE0458
 JE0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC823173(NAD 83)
 JE0458_MARKER: DB = BENCH MARK DISK
 JE0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0458_STAMPING: K 8 Z 1963
 JE0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0458+STABILITY: SURFACE MOTION
 JE0458
 JE0458  HISTORY     - Date     Condition        Report By
 JE0458  HISTORY     - 1963     MONUMENTED       CGS
 JE0458
 JE0458                          STATION DESCRIPTION
 JE0458
 JE0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0458'1.2 MI E FROM RICH HILL.
 JE0458'ABOUT 0.5 MILE EAST ALONG PARK AVENUE FROM THE MISSOURI
 JE0458'PACIFIC RAILROAD STATION AT RICH HILL, THENCE 0.1 MILE NORTH
 JE0458'ALONG U.S. HIGHWAY 71, THENCE 0.6 MILE EAST ALONG STATE ROAD B,
 JE0458'THENCE 0.05 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 9, R
 JE0458'31 W, T 38 N, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, 327
 JE0458'FEET SOUTH OF THE CENTER LINE OF STATE ROAD B, 86 FEET SOUTH
 JE0458'OF A POWER POLE, 1 FOOT EAST OF A FENCE, ABOUT 4 FEET ABOVE
 JE0458'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JE0458'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0453 ***********************************************************************
 JE0453  DESIGNATION -  K 8 Z RM 1
 JE0453  PID         -  JE0453
 JE0453  STATE/COUNTY-  MO/BATES
 JE0453  USGS QUAD   -  RICH HILL (1991)
 JE0453
 JE0453                         *CURRENT SURVEY CONTROL
 JE0453  ___________________________________________________________________
 JE0453* NAD 83(1986)-  38 05 48.     (N)    094 19 58.     (W)     SCALED    
 JE0453* NAVD 88     -       230.848  (meters)     757.37   (feet)  ADJUSTED  
 JE0453  ___________________________________________________________________
 JE0453  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE0453  DYNAMIC HT  -         230.679 (meters)     756.82  (feet)  COMP
 JE0453  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 JE0453
 JE0453  VERT ORDER  -  SECOND    CLASS 0
 JE0453
 JE0453.The horizontal coordinates were scaled from a topographic map and have
 JE0453.an estimated accuracy of +/- 6 seconds.
 JE0453
 JE0453.The orthometric height was determined by differential leveling
 JE0453.and adjusted by the National Geodetic Survey in June 1991..
 JE0453
 JE0453.The geoid height was determined by GEOID03.
 JE0453
 JE0453.The dynamic height is computed by dividing the NAVD 88
 JE0453.geopotential number by the normal gravity value computed on the
 JE0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0453.degrees latitude (g = 980.6199 gals.).
 JE0453
 JE0453.The modeled gravity was interpolated from observed gravity values.
 JE0453
 JE0453;                    North         East    Units  Estimated Accuracy
 JE0453;SPC MO W     -   214,190.      864,670.      MT  (+/- 180 meters Scaled)
 JE0453
 JE0453                          SUPERSEDED SURVEY CONTROL
 JE0453
 JE0453  NGVD 29 (??/??/92)  230.73   (m)          757.0    (f) COMPUTED    2 0
 JE0453
 JE0453.Superseded values are not recommended for survey control.
 JE0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0453.See file dsdata.txt to determine how the superseded data were derived.
 JE0453
 JE0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC831173(NAD 83)
 JE0453_MARKER: DR = REFERENCE MARK DISK
 JE0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0453_STAMPING: K 8 Z NO 1 1963
 JE0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0453+STABILITY: SURFACE MOTION
 JE0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0453+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 JE0453
 JE0453  HISTORY     - Date     Condition        Report By
 JE0453  HISTORY     - 1963     MONUMENTED       CGS
 JE0453  HISTORY     - 20041106 GOOD             INDIV
 JE0453
 JE0453                          STATION DESCRIPTION
 JE0453
 JE0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0453'1.6 MI E FROM RICH HILL.
 JE0453'ABOUT 0.5 MILE EAST ALONG PARK AVENUE FROM THE MISSOURI PACIFIC
 JE0453'RAILROAD STATION AT RICH HILL, THENCE 0.1 MILE NORTH ALONG
 JE0453'U.S. HIGHWAY 71, THENCE 1.05 MILES EAST ALONG STATE ROAD B,
 JE0453'IN SECTION 9, R 31 W, T 38 N, 149 FEET NORTH OF THE CENTER LINE
 JE0453'OF THE ROAD, 2 FEET WEST OF A FENCE, 53.5 FEET SOUTH OF K 8
 JE0453'Z 1963, 75 FEET SOUTH OF AN 18-INCH HEDGE TREE, ABOUT LEVEL
 JE0453'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JE0453'THE GROUND.
 JE0453
 JE0453                          STATION RECOVERY (2004)
 JE0453
 JE0453'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (NMC)
 JE0453'A MODIFICATION TO THE ORIGINAL DESCRIPTION SHOULD BE NOTED -- THE MARK
 JE0453'IS 149 FEET SOUTH OF THE CENTERLINE OF RTE. B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0452 ***********************************************************************
 JE0452  DESIGNATION -  K 8 Z RM 2
 JE0452  PID         -  JE0452
 JE0452  STATE/COUNTY-  MO/BATES
 JE0452  USGS QUAD   -  RICH HILL (1991)
 JE0452
 JE0452                         *CURRENT SURVEY CONTROL
 JE0452  ___________________________________________________________________
 JE0452* NAD 83(1986)-  38 05 48.     (N)    094 19 58.     (W)     SCALED    
 JE0452* NAVD 88     -       230.734  (meters)     757.00   (feet)  ADJUSTED  
 JE0452  ___________________________________________________________________
 JE0452  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE0452  DYNAMIC HT  -         230.566 (meters)     756.45  (feet)  COMP
 JE0452  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 JE0452
 JE0452  VERT ORDER  -  SECOND    CLASS 0
 JE0452
 JE0452.The horizontal coordinates were scaled from a topographic map and have
 JE0452.an estimated accuracy of +/- 6 seconds.
 JE0452
 JE0452.The orthometric height was determined by differential leveling
 JE0452.and adjusted by the National Geodetic Survey in June 1991..
 JE0452
 JE0452.The geoid height was determined by GEOID03.
 JE0452
 JE0452.The dynamic height is computed by dividing the NAVD 88
 JE0452.geopotential number by the normal gravity value computed on the
 JE0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0452.degrees latitude (g = 980.6199 gals.).
 JE0452
 JE0452.The modeled gravity was interpolated from observed gravity values.
 JE0452
 JE0452;                    North         East    Units  Estimated Accuracy
 JE0452;SPC MO W     -   214,190.      864,670.      MT  (+/- 180 meters Scaled)
 JE0452
 JE0452                          SUPERSEDED SURVEY CONTROL
 JE0452
 JE0452  NGVD 29 (??/??/92)  230.62   (m)          756.6    (f) COMPUTED    2 0
 JE0452
 JE0452.Superseded values are not recommended for survey control.
 JE0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0452.See file dsdata.txt to determine how the superseded data were derived.
 JE0452
 JE0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC831173(NAD 83)
 JE0452_MARKER: DR = REFERENCE MARK DISK
 JE0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0452_STAMPING: K 8 Z NO 2 1963
 JE0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0452+STABILITY: SURFACE MOTION
 JE0452
 JE0452  HISTORY     - Date     Condition        Report By
 JE0452  HISTORY     - 1963     MONUMENTED       CGS
 JE0452
 JE0452                          STATION DESCRIPTION
 JE0452
 JE0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0452'1.6 MI E FROM RICH HILL.
 JE0452'ABOUT 0.5 MILE EAST ALONG PARK AVENUE FROM THE MISSOURI PACIFIC
 JE0452'RAILROAD STATION AT RICH HILL, THENCE 0.1 MILE NORTH ALONG
 JE0452'U.S. HIGHWAY 71, THENCE 1.05 MILES EAST ALONG STATE ROAD B,
 JE0452'IN SECTION 9, R 31 W, T 38 N, 31 FEET SOUTH OF THE CENTER LINE
 JE0452'OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 92.6 FEET NORTHWEST OF
 JE0452'K 8 Z 1963, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 JE0452'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0329 ***********************************************************************
 LF0329  DESIGNATION -  K 80
 LF0329  PID         -  LF0329
 LF0329  STATE/COUNTY-  MO/HOLT
 LF0329  USGS QUAD   -  MAITLAND (1981)
 LF0329
 LF0329                         *CURRENT SURVEY CONTROL
 LF0329  ___________________________________________________________________
 LF0329* NAD 83(1986)-  40 12 10.     (N)    095 04 20.     (W)     SCALED    
 LF0329* NAVD 88     -       288.651  (meters)     947.02   (feet)  POSTED    
 LF0329  ___________________________________________________________________
 LF0329  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LF0329  DYNAMIC HT  -         288.490 (meters)     946.49  (feet)  COMP
 LF0329  MODELED GRAV-     980,072.6   (mgal)                       NAVD 88
 LF0329
 LF0329  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LF0329
 LF0329.The horizontal coordinates were scaled from a topographic map and have
 LF0329.an estimated accuracy of +/- 6 seconds.
 LF0329
 LF0329.The orthometric height was determined by differential leveling
 LF0329.and adjusted by the National Geodetic Survey in 1992..
 LF0329.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LF0329.rate of 0.0 thru 1.0 mm/km.
 LF0329
 LF0329.The geoid height was determined by GEOID03.
 LF0329
 LF0329.The dynamic height is computed by dividing the NAVD 88
 LF0329.geopotential number by the normal gravity value computed on the
 LF0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0329.degrees latitude (g = 980.6199 gals.).
 LF0329
 LF0329.The modeled gravity was interpolated from observed gravity values.
 LF0329
 LF0329;                    North         East    Units  Estimated Accuracy
 LF0329;SPC MO W     -   448,140.      801,280.      MT  (+/- 180 meters Scaled)
 LF0329
 LF0329                          SUPERSEDED SURVEY CONTROL
 LF0329
 LF0329  NGVD 29 (??/??/92)  288.561  (m)          946.72   (f) ADJ UNCH    2 0
 LF0329
 LF0329.Superseded values are not recommended for survey control.
 LF0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0329.See file dsdata.txt to determine how the superseded data were derived.
 LF0329
 LF0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE236523(NAD 83)
 LF0329_MARKER: DB = BENCH MARK DISK
 LF0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0329_SP_SET: PEDESTAL
 LF0329_STAMPING: K 80 1935
 LF0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0329
 LF0329  HISTORY     - Date     Condition        Report By
 LF0329  HISTORY     - 1935     MONUMENTED       CGS
 LF0329  HISTORY     - 1961     GOOD             NGS
 LF0329
 LF0329                          STATION DESCRIPTION
 LF0329
 LF0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF0329'AT MAITLAND.
 LF0329'AT MAITLAND, HOLT COUNTY, AT THE CITY WATER TANK, IN THE TOP OF
 LF0329'THE SOUTH CORNER OF THE SOUTHWEST CONCRETE PEDESTAL, AND 1 FOOT
 LF0329'ABOVE THE GROUND.  A STANDARD DISK, STAMPED K 80 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0101 ***********************************************************************
 LF0101  DESIGNATION -  K 82
 LF0101  PID         -  LF0101
 LF0101  STATE/COUNTY-  MO/GENTRY
 LF0101  USGS QUAD   -  DARLINGTON (1985)
 LF0101
 LF0101                         *CURRENT SURVEY CONTROL
 LF0101  ___________________________________________________________________
 LF0101* NAD 83(1986)-  40 12 07.     (N)    094 23 20.     (W)     SCALED    
 LF0101* NAVD 88     -       254.968  (meters)     836.51   (feet)  ADJUSTED  
 LF0101  ___________________________________________________________________
 LF0101  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LF0101  DYNAMIC HT  -         254.829 (meters)     836.05  (feet)  COMP
 LF0101  MODELED GRAV-     980,076.3   (mgal)                       NAVD 88
 LF0101
 LF0101  VERT ORDER  -  SECOND    CLASS 0
 LF0101
 LF0101.The horizontal coordinates were scaled from a topographic map and have
 LF0101.an estimated accuracy of +/- 6 seconds.
 LF0101
 LF0101.The orthometric height was determined by differential leveling
 LF0101.and adjusted by the National Geodetic Survey in June 1991..
 LF0101
 LF0101.The geoid height was determined by GEOID03.
 LF0101
 LF0101.The dynamic height is computed by dividing the NAVD 88
 LF0101.geopotential number by the normal gravity value computed on the
 LF0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0101.degrees latitude (g = 980.6199 gals.).
 LF0101
 LF0101.The modeled gravity was interpolated from observed gravity values.
 LF0101
 LF0101;                    North         East    Units  Estimated Accuracy
 LF0101;SPC MO W     -   447,900.      859,460.      MT  (+/- 180 meters Scaled)
 LF0101
 LF0101                          SUPERSEDED SURVEY CONTROL
 LF0101
 LF0101  NGVD 29 (??/??/92)  254.904  (m)          836.30   (f) ADJ UNCH    2 0
 LF0101
 LF0101.Superseded values are not recommended for survey control.
 LF0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0101.See file dsdata.txt to determine how the superseded data were derived.
 LF0101
 LF0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE817510(NAD 83)
 LF0101_MARKER: DB = BENCH MARK DISK
 LF0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0101_STAMPING: K 82 1935
 LF0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0101+STABILITY: SURFACE MOTION
 LF0101
 LF0101  HISTORY     - Date     Condition        Report By
 LF0101  HISTORY     - 1935     MONUMENTED       CGS
 LF0101  HISTORY     - 1982     MARK NOT FOUND   USGS
 LF0101
 LF0101                          STATION DESCRIPTION
 LF0101
 LF0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0101'AT DARLINGTON.
 LF0101'AT DARLINGTON, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0101'2 POLES NORTHEAST OF MILEPOST 99, 800 FEET NORTHEAST OF THE
 LF0101'WABASH RAILWAY CROSSING, AT A ROAD CROSSING, 45 FEET SOUTHEAST
 LF0101'OF THE CENTERLINE OF THE TRACK, 15 FEET NORTHEAST OF THE
 LF0101'CENTERLINE OF THE ROAD, 3 FEET NORTHWEST OF THE RIGHT-OF-WAY
 LF0101'FENCE, AND ABOUT 4-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 LF0101'DISK, STAMPED K 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0101
 LF0101                          STATION RECOVERY (1982)
 LF0101
 LF0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LF0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0383 ***********************************************************************
 LE0383  DESIGNATION -  K 83
 LE0383  PID         -  LE0383
 LE0383  STATE/COUNTY-  MO/HARRISON
 LE0383  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0383
 LE0383                         *CURRENT SURVEY CONTROL
 LE0383  ___________________________________________________________________
 LE0383* NAD 83(1986)-  40 31 48.     (N)    093 54 39.     (W)     SCALED    
 LE0383* NAVD 88     -       332.741  (meters)    1091.67   (feet)  ADJUSTED  
 LE0383  ___________________________________________________________________
 LE0383  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LE0383  DYNAMIC HT  -         332.571 (meters)    1091.11  (feet)  COMP
 LE0383  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 LE0383
 LE0383  VERT ORDER  -  SECOND    CLASS 0
 LE0383
 LE0383.The horizontal coordinates were scaled from a topographic map and have
 LE0383.an estimated accuracy of +/- 6 seconds.
 LE0383
 LE0383.The orthometric height was determined by differential leveling
 LE0383.and adjusted by the National Geodetic Survey in June 1991..
 LE0383
 LE0383.The geoid height was determined by GEOID03.
 LE0383
 LE0383.The dynamic height is computed by dividing the NAVD 88
 LE0383.geopotential number by the normal gravity value computed on the
 LE0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0383.degrees latitude (g = 980.6199 gals.).
 LE0383
 LE0383.The modeled gravity was interpolated from observed gravity values.
 LE0383
 LE0383;                    North         East    Units  Estimated Accuracy
 LE0383;SPC MO W     -   484,480.      899,920.      MT  (+/- 180 meters Scaled)
 LE0383
 LE0383                          SUPERSEDED SURVEY CONTROL
 LE0383
 LE0383  NGVD 29 (??/??/92)  332.64   (m)         1091.3    (f) COMPUTED    2 0
 LE0383
 LE0383.Superseded values are not recommended for survey control.
 LE0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0383.See file dsdata.txt to determine how the superseded data were derived.
 LE0383
 LE0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE228869(NAD 83)
 LE0383_MARKER: DB = BENCH MARK DISK
 LE0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0383_STAMPING: K-83 1935
 LE0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0383+STABILITY: SURFACE MOTION
 LE0383
 LE0383  HISTORY     - Date     Condition        Report By
 LE0383  HISTORY     - 1935     MONUMENTED       CGS
 LE0383
 LE0383                          STATION DESCRIPTION
 LE0383
 LE0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0383'2.9 MI S FROM ANDOVER.
 LE0383'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 5 POLES
 LE0383'SOUTHEAST OF MILEPOLE 56.  93 FT NORTHWEST OF CENTERLINE OF
 LE0383'PUBLIC ROAD CROSSING, THENCE 42 FT SOUTHWEST OF CENTERLINE OF
 LE0383'THE TRACK.  3 FT NORTHWEST OF RIGHT OF WAY FENCE AND 2 FT
 LE0383'BELOW LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0384 ***********************************************************************
 LE0384  DESIGNATION -  K 83 RESET
 LE0384  PID         -  LE0384
 LE0384  STATE/COUNTY-  MO/HARRISON
 LE0384  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0384
 LE0384                         *CURRENT SURVEY CONTROL
 LE0384  ___________________________________________________________________
 LE0384* NAD 83(1986)-  40 31 48.     (N)    093 54 39.     (W)     SCALED    
 LE0384* NAVD 88     -       333.73   (meters)    1094.9    (feet)  RESET     
 LE0384  ___________________________________________________________________
 LE0384  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LE0384
 LE0384  VERT ORDER  -  THIRD
 LE0384
 LE0384.The horizontal coordinates were scaled from a topographic map and have
 LE0384.an estimated accuracy of +/- 6 seconds.
 LE0384
 LE0384.The orthometric height was computed from unverified reset data.
 LE0384
 LE0384.The geoid height was determined by GEOID03.
 LE0384
 LE0384;                    North         East    Units  Estimated Accuracy
 LE0384;SPC MO W     -   484,480.      899,920.      MT  (+/- 180 meters Scaled)
 LE0384
 LE0384                          SUPERSEDED SURVEY CONTROL
 LE0384
 LE0384.No superseded survey control is available for this station.
 LE0384
 LE0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE228869(NAD 83)
 LE0384_MARKER: DB = BENCH MARK DISK
 LE0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0384_STAMPING: K 83 RESET 1958
 LE0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0384+STABILITY: SURFACE MOTION
 LE0384
 LE0384  HISTORY     - Date     Condition        Report By
 LE0384  HISTORY     - 1958     MONUMENTED       MOHC
 LE0384
 LE0384                          STATION DESCRIPTION
 LE0384
 LE0384'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1958
 LE0384'2.9 MI S FROM ANDOVER.
 LE0384'2.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0384'FROM THE STATION AT ANDOVER, 120 FEET NORTH OF THE CENTERLINE OF
 LE0384'STATE ROUTE UU, 52 FEET FROM THE CENTERLINE OF THE RAILROAD
 LE0384'TRACKS, AND SET IN THE TOP OF A CONCRETE POST.  IT IS INSIDE
 LE0384'THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0050 ***********************************************************************
 LE0050  DESIGNATION -  K 84
 LE0050  PID         -  LE0050
 LE0050  STATE/COUNTY-  MO/KNOX
 LE0050  USGS QUAD   -  HURDLAND (1966)
 LE0050
 LE0050                         *CURRENT SURVEY CONTROL
 LE0050  ___________________________________________________________________
 LE0050* NAD 83(1986)-  40 09 02.     (N)    092 19 34.     (W)     SCALED    
 LE0050* NAVD 88     -       253.920  (meters)     833.07   (feet)  ADJUSTED  
 LE0050  ___________________________________________________________________
 LE0050  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LE0050  DYNAMIC HT  -         253.784 (meters)     832.62  (feet)  COMP
 LE0050  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 LE0050
 LE0050  VERT ORDER  -  SECOND    CLASS 0
 LE0050
 LE0050.The horizontal coordinates were scaled from a topographic map and have
 LE0050.an estimated accuracy of +/- 6 seconds.
 LE0050
 LE0050.The orthometric height was determined by differential leveling
 LE0050.and adjusted by the National Geodetic Survey in June 1991..
 LE0050
 LE0050.The geoid height was determined by GEOID03.
 LE0050
 LE0050.The dynamic height is computed by dividing the NAVD 88
 LE0050.geopotential number by the normal gravity value computed on the
 LE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0050.degrees latitude (g = 980.6199 gals.).
 LE0050
 LE0050.The modeled gravity was interpolated from observed gravity values.
 LE0050
 LE0050;                    North         East    Units  Estimated Accuracy
 LE0050;SPC MO C     -   479,180.      514,820.      MT  (+/- 180 meters Scaled)
 LE0050
 LE0050                          SUPERSEDED SURVEY CONTROL
 LE0050
 LE0050  NGVD 29 (??/??/92)  253.94   (m)          833.1    (f) COMPUTED    2 0
 LE0050
 LE0050.Superseded values are not recommended for survey control.
 LE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0050.See file dsdata.txt to determine how the superseded data were derived.
 LE0050
 LE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE573446(NAD 83)
 LE0050_MARKER: DB = BENCH MARK DISK
 LE0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LE0050_SP_SET: CONCRETE BATTERY BOX
 LE0050_STAMPING: K-84 1935
 LE0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0050
 LE0050  HISTORY     - Date     Condition        Report By
 LE0050  HISTORY     - 1935     MONUMENTED       CGS
 LE0050
 LE0050                          STATION DESCRIPTION
 LE0050
 LE0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0050'AT HURDLAND.
 LE0050'AT HURDLAND.  AT BLOCK SIGNAL 3002 AT THE SANTA FE DEPOT.
 LE0050'SET IN THE TOP OF THE NORTHWEST SIDE OF THE CONCRETE BATTERY
 LE0050'BOX, 6 INCHES ABOVE THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0591 ***********************************************************************
 LD0591  DESIGNATION -  K 85 RESET
 LD0591  PID         -  LD0591
 LD0591  STATE/COUNTY-  MO/CLARK
 LD0591  USGS QUAD   -  KAHOKA (1975)
 LD0591
 LD0591                         *CURRENT SURVEY CONTROL
 LD0591  ___________________________________________________________________
 LD0591* NAD 83(1986)-  40 28 43.     (N)    091 42 05.     (W)     SCALED    
 LD0591* NAVD 88     -       195.88   (meters)     642.6    (feet)  RESET     
 LD0591  ___________________________________________________________________
 LD0591  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LD0591
 LD0591  VERT ORDER  -  THIRD
 LD0591
 LD0591.The horizontal coordinates were scaled from a topographic map and have
 LD0591.an estimated accuracy of +/- 6 seconds.
 LD0591
 LD0591.The orthometric height was computed from unverified reset data.
 LD0591
 LD0591.The geoid height was determined by GEOID03.
 LD0591
 LD0591;                    North         East    Units  Estimated Accuracy
 LD0591;SPC MO E     -   516,280.      148,130.      MT  (+/- 180 meters Scaled)
 LD0591
 LD0591                          SUPERSEDED SURVEY CONTROL
 LD0591
 LD0591  NGVD 29 (??/??/??)  195.91   (m)          642.7    (f) RESET       3  
 LD0591
 LD0591.Superseded values are not recommended for survey control.
 LD0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0591.See file dsdata.txt to determine how the superseded data were derived.
 LD0591
 LD0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE100816(NAD 83)
 LD0591_MARKER: DB = BENCH MARK DISK
 LD0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0591_SP_SET: FOUNDATION
 LD0591_STAMPING: K 85 RESET 1946
 LD0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0591
 LD0591  HISTORY     - Date     Condition        Report By
 LD0591  HISTORY     - 1946     MONUMENTED       ATSFRR
 LD0591
 LD0591                          STATION DESCRIPTION
 LD0591
 LD0591'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1946
 LD0591'1.7 MI W FROM REVERE.
 LD0591'1.7 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0591'FROM THE STATION AT REVERE, CLARK COUNTY, 27 POLES SOUTHWEST OF
 LD0591'MILEPOST 257, AT BLOCK SIGNAL 257.2, IN THE TOP OF THE NORTHWEST
 LD0591'SIDE OF THE FOUNDATION, 9 FEET SOUTHEAST OF THE CENTERLINE OF
 LD0591'THE SOUTHEAST TRACK, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A
 LD0591'STANDARD DISK, STAMPED K 85 RESET 1946.  NOTE-- THIS BENCH MARK
 LD0591'WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF
 LD0591'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY IN OCTOBER 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0109 ***********************************************************************
 LE0109  DESIGNATION -  K 86
 LE0109  PID         -  LE0109
 LE0109  STATE/COUNTY-  MO/SCOTLAND
 LE0109  USGS QUAD   -  DOWNING (1966)
 LE0109
 LE0109                         *CURRENT SURVEY CONTROL
 LE0109  ___________________________________________________________________
 LE0109* NAD 83(1986)-  40 29 02.     (N)    092 19 57.     (W)     SCALED    
 LE0109* NAVD 88     -       230.828  (meters)     757.31   (feet)  ADJUSTED  
 LE0109  ___________________________________________________________________
 LE0109  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LE0109  DYNAMIC HT  -         230.710 (meters)     756.92  (feet)  COMP
 LE0109  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 LE0109
 LE0109  VERT ORDER  -  SECOND    CLASS 0
 LE0109
 LE0109.The horizontal coordinates were scaled from a topographic map and have
 LE0109.an estimated accuracy of +/- 6 seconds.
 LE0109
 LE0109.The orthometric height was determined by differential leveling
 LE0109.and adjusted by the National Geodetic Survey in June 1991..
 LE0109
 LE0109.The geoid height was determined by GEOID03.
 LE0109
 LE0109.The dynamic height is computed by dividing the NAVD 88
 LE0109.geopotential number by the normal gravity value computed on the
 LE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0109.degrees latitude (g = 980.6199 gals.).
 LE0109
 LE0109.The modeled gravity was interpolated from observed gravity values.
 LE0109
 LE0109;                    North         East    Units  Estimated Accuracy
 LE0109;SPC MO C     -   516,190.      514,200.      MT  (+/- 180 meters Scaled)
 LE0109
 LE0109                          SUPERSEDED SURVEY CONTROL
 LE0109
 LE0109  NGVD 29 (??/??/92)  230.834  (m)          757.33   (f) ADJ UNCH    2 0
 LE0109
 LE0109.Superseded values are not recommended for survey control.
 LE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0109.See file dsdata.txt to determine how the superseded data were derived.
 LE0109
 LE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE565816(NAD 83)
 LE0109_MARKER: DB = BENCH MARK DISK
 LE0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0109_STAMPING: K 86 1935
 LE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0109+STABILITY: SURFACE MOTION
 LE0109
 LE0109  HISTORY     - Date     Condition        Report By
 LE0109  HISTORY     - 1935     MONUMENTED       CGS
 LE0109  HISTORY     - 1963     GOOD             USGS
 LE0109  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0109
 LE0109                          STATION DESCRIPTION
 LE0109
 LE0109'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LE0109'2 MI E FROM DOWNING.
 LE0109'DOWNING, ABOUT 2.0 MI. E. OF ON THE CB AND Q RR., NEAR THE
 LE0109'1/4 COR. BETWEEN SECS. 34 AND 35, T.66N., R.13W., 47 FT N. AND
 LE0109'3.3 FT LOWER THAN THE RR. AT A HEAVILY WOODED FE LINE N. AND
 LE0109'S., 2.7 FT S. AND 0.7 FT W. OF A FE COR., IN A CONC. POST, A
 LE0109'STD. TABLET, STAMPED L 86 1935.
 LE0109
 LE0109                          STATION RECOVERY (1967)
 LE0109
 LE0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0333 ***********************************************************************
 JE0333  DESIGNATION -  K 9
 JE0333  PID         -  JE0333
 JE0333  STATE/COUNTY-  MO/BATES
 JE0333  USGS QUAD   -  BUTLER (1961)
 JE0333
 JE0333                         *CURRENT SURVEY CONTROL
 JE0333  ___________________________________________________________________
 JE0333* NAD 83(1986)-  38 20 55.     (N)    094 21 15.     (W)     SCALED    
 JE0333* NAVD 88     -       262.759  (meters)     862.07   (feet)  ADJUSTED  
 JE0333  ___________________________________________________________________
 JE0333  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JE0333  DYNAMIC HT  -         262.571 (meters)     861.45  (feet)  COMP
 JE0333  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 JE0333
 JE0333  VERT ORDER  -  FIRST     CLASS II
 JE0333
 JE0333.The horizontal coordinates were scaled from a topographic map and have
 JE0333.an estimated accuracy of +/- 6 seconds.
 JE0333
 JE0333.The orthometric height was determined by differential leveling
 JE0333.and adjusted by the National Geodetic Survey in June 1991..
 JE0333.WARNING-Repeat measurements at this control monument indicate possible
 JE0333.vertical movement.
 JE0333
 JE0333.The geoid height was determined by GEOID03.
 JE0333
 JE0333.The dynamic height is computed by dividing the NAVD 88
 JE0333.geopotential number by the normal gravity value computed on the
 JE0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0333.degrees latitude (g = 980.6199 gals.).
 JE0333
 JE0333.The modeled gravity was interpolated from observed gravity values.
 JE0333
 JE0333;                    North         East    Units  Estimated Accuracy
 JE0333;SPC MO W     -   242,150.      862,750.      MT  (+/- 180 meters Scaled)
 JE0333
 JE0333                          SUPERSEDED SURVEY CONTROL
 JE0333
 JE0333  NGVD 29 (??/??/92)  262.636  (m)          861.66   (f) ADJ UNCH    1 2
 JE0333
 JE0333.Superseded values are not recommended for survey control.
 JE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0333.See file dsdata.txt to determine how the superseded data were derived.
 JE0333
 JE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC816453(NAD 83)
 JE0333_MARKER: DB = BENCH MARK DISK
 JE0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0333_SP_SET: CONCRETE POST
 JE0333_STAMPING: K 9 1938
 JE0333_MARK LOGO: USGS  
 JE0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0333+STABILITY: SURFACE MOTION
 JE0333
 JE0333  HISTORY     - Date     Condition        Report By
 JE0333  HISTORY     - 1938     MONUMENTED       USGS
 JE0333  HISTORY     - 1963     GOOD             NGS
 JE0333  HISTORY     - 1963     GOOD             USGS
 JE0333
 JE0333                          STATION DESCRIPTION
 JE0333
 JE0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0333'2 MI N FROM PASSAIC.
 JE0333'2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM PASSAIC,
 JE0333'10 RAILS SOUTH OF A ROAD CROSSING, 80 FEET NORTHEAST OF SEMAPHORE
 JE0333'280.8, AND 47 FEET EAST OF THE TRACK.  A UNITED STATES GEOLOGICAL
 JE0333'SURVEY STANDARD DISK, STAMPED K 9 1938 AND SET IN THE TOP OF
 JE0333'A CONCRETE POST.
 JE0333
 JE0333                          STATION RECOVERY (1963)
 JE0333
 JE0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JE0333'ABOUT 2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0333'POST OFFICE AT PASSAIC, 6 POLES NORTH OF MILEPOST 281, 8 1/2
 JE0333'TELEPHONE POLES SOUTH OF A CROSSING OF THE RAILROAD AND A GRAVELED
 JE0333'ROAD, 76 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 JE0333'FOUNDATION OF SEMAPHORE NUMBER 280.8 42 1/2 FEET EAST OF THE EAST
 JE0333'RAIL, 3 FEET WEST OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 JE0333'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0766 ***********************************************************************
 JE0766  DESIGNATION -  K 9
 JE0766  PID         -  JE0766
 JE0766  STATE/COUNTY-  MO/BATES
 JE0766  USGS QUAD   -  WORLAND (1991)
 JE0766
 JE0766                         *CURRENT SURVEY CONTROL
 JE0766  ___________________________________________________________________
 JE0766* NAD 83(1986)-  38 11 21.     (N)    094 35 25.     (W)     SCALED    
 JE0766* NAVD 88     -       249.524  (meters)     818.65   (feet)  ADJUSTED  
 JE0766  ___________________________________________________________________
 JE0766  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JE0766  DYNAMIC HT  -         249.345 (meters)     818.06  (feet)  COMP
 JE0766  MODELED GRAV-     979,903.1   (mgal)                       NAVD 88
 JE0766
 JE0766  VERT ORDER  -  SECOND    CLASS 0
 JE0766
 JE0766.The horizontal coordinates were scaled from a topographic map and have
 JE0766.an estimated accuracy of +/- 6 seconds.
 JE0766
 JE0766.The orthometric height was determined by differential leveling
 JE0766.and adjusted by the National Geodetic Survey in June 1991..
 JE0766
 JE0766.The geoid height was determined by GEOID03.
 JE0766
 JE0766.The dynamic height is computed by dividing the NAVD 88
 JE0766.geopotential number by the normal gravity value computed on the
 JE0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0766.degrees latitude (g = 980.6199 gals.).
 JE0766
 JE0766.The modeled gravity was interpolated from observed gravity values.
 JE0766
 JE0766;                    North         East    Units  Estimated Accuracy
 JE0766;SPC MO W     -   224,450.      842,090.      MT  (+/- 180 meters Scaled)
 JE0766
 JE0766                          SUPERSEDED SURVEY CONTROL
 JE0766
 JE0766  NGVD 29 (??/??/92)  249.394  (m)          818.22   (f) ADJ UNCH    2 0
 JE0766
 JE0766.Superseded values are not recommended for survey control.
 JE0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0766.See file dsdata.txt to determine how the superseded data were derived.
 JE0766
 JE0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC607279(NAD 83)
 JE0766_MARKER: DB = BENCH MARK DISK
 JE0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0766_STAMPING: K 9 1934
 JE0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0766+STABILITY: SURFACE MOTION
 JE0766
 JE0766  HISTORY     - Date     Condition        Report By
 JE0766  HISTORY     - 1934     MONUMENTED       CGS
 JE0766  HISTORY     - 1963     GOOD             NGS
 JE0766  HISTORY     - 19871203 POOR             USPSQD
 JE0766
 JE0766                          STATION DESCRIPTION
 JE0766
 JE0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0766'0.4 MI NE FROM WORLAND.
 JE0766'ABOUT 0.2 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE FIRST
 JE0766'BAPTIST CHURCH AT WORLAND, THENCE 0.25 MILE EAST ALONG A GRADED
 JE0766'DIRT ROAD, AT THE CROSSING OF THE ABANDONED MISSOURI PACIFIC
 JE0766'RAILROAD, 156 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 JE0766'136 FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER, 65 FEET
 JE0766'SOUTHWEST OF THE CENTER OF OLD RAILROAD GRADE, 3 FEET NORTHEAST
 JE0766'OF A FENCE, 0.8 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 JE0766'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JE0766'PROJECTING 10 INCHES.
 JE0766
 JE0766                          STATION RECOVERY (1987)
 JE0766
 JE0766'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 JE0766'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0403 ***********************************************************************
 JE0403  DESIGNATION -  K 9 B 1
 JE0403  PID         -  JE0403
 JE0403  STATE/COUNTY-  MO/BATES
 JE0403  USGS QUAD   -  NEW HOME (1991)
 JE0403
 JE0403                         *CURRENT SURVEY CONTROL
 JE0403  ___________________________________________________________________
 JE0403* NAD 83(1986)-  38 12 31.     (N)    094 23 57.     (W)     SCALED    
 JE0403* NAVD 88     -       260.307  (meters)     854.02   (feet)  ADJUSTED  
 JE0403  ___________________________________________________________________
 JE0403  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0403  DYNAMIC HT  -         260.120 (meters)     853.41  (feet)  COMP
 JE0403  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 JE0403
 JE0403  VERT ORDER  -  SECOND    CLASS 0
 JE0403
 JE0403.The horizontal coordinates were scaled from a topographic map and have
 JE0403.an estimated accuracy of +/- 6 seconds.
 JE0403
 JE0403.The orthometric height was determined by differential leveling
 JE0403.and adjusted by the National Geodetic Survey in June 1991..
 JE0403
 JE0403.The geoid height was determined by GEOID03.
 JE0403
 JE0403.The dynamic height is computed by dividing the NAVD 88
 JE0403.geopotential number by the normal gravity value computed on the
 JE0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0403.degrees latitude (g = 980.6199 gals.).
 JE0403
 JE0403.The modeled gravity was interpolated from observed gravity values.
 JE0403
 JE0403;                    North         East    Units  Estimated Accuracy
 JE0403;SPC MO W     -   226,610.      858,830.      MT  (+/- 180 meters Scaled)
 JE0403
 JE0403                          SUPERSEDED SURVEY CONTROL
 JE0403
 JE0403  NGVD 29 (??/??/92)  260.18   (m)          853.6    (f) COMPUTED    2 0
 JE0403
 JE0403.Superseded values are not recommended for survey control.
 JE0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0403.See file dsdata.txt to determine how the superseded data were derived.
 JE0403
 JE0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC775298(NAD 83)
 JE0403_MARKER: DZ = AZIMUTH MARK DISK
 JE0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0403+STABILITY: SURFACE MOTION
 JE0403
 JE0403  HISTORY     - Date     Condition        Report By
 JE0403  HISTORY     - UNK      MONUMENTED       DOD
 JE0403  HISTORY     - 1963     GOOD             NGS
 JE0403
 JE0403                          STATION DESCRIPTION
 JE0403
 JE0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0403'5.4 MI SW FROM BUTLER.
 JE0403'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0403'THE STATION AT BUTLER, THENCE 0.2 MILE WEST ALONG A GRAVELED
 JE0403'ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 JE0403'0.95 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE WEST
 JE0403'ALONG A PRIVATE ROAD LEADING WEST TO A FARMHOUSE, AND THE TOP
 JE0403'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 JE0403'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 JE0403'4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0400 ***********************************************************************
 JE0400  DESIGNATION -  K 9 B 2
 JE0400  PID         -  JE0400
 JE0400  STATE/COUNTY-  MO/BATES
 JE0400  USGS QUAD   -  NEW HOME (1991)
 JE0400
 JE0400                         *CURRENT SURVEY CONTROL
 JE0400  ___________________________________________________________________
 JE0400* NAD 83(1986)-  38 12 38.     (N)    094 23 37.     (W)     SCALED    
 JE0400* NAVD 88     -       258.190  (meters)     847.08   (feet)  ADJUSTED  
 JE0400  ___________________________________________________________________
 JE0400  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0400  DYNAMIC HT  -         258.003 (meters)     846.46  (feet)  COMP
 JE0400  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 JE0400
 JE0400  VERT ORDER  -  SECOND    CLASS 0
 JE0400
 JE0400.The horizontal coordinates were scaled from a topographic map and have
 JE0400.an estimated accuracy of +/- 6 seconds.
 JE0400
 JE0400.The orthometric height was determined by differential leveling
 JE0400.and adjusted by the National Geodetic Survey in June 1991..
 JE0400
 JE0400.The geoid height was determined by GEOID03.
 JE0400
 JE0400.The dynamic height is computed by dividing the NAVD 88
 JE0400.geopotential number by the normal gravity value computed on the
 JE0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0400.degrees latitude (g = 980.6199 gals.).
 JE0400
 JE0400.The modeled gravity was interpolated from observed gravity values.
 JE0400
 JE0400;                    North         East    Units  Estimated Accuracy
 JE0400;SPC MO W     -   226,830.      859,320.      MT  (+/- 180 meters Scaled)
 JE0400
 JE0400                          SUPERSEDED SURVEY CONTROL
 JE0400
 JE0400  NGVD 29 (??/??/92)  258.07   (m)          846.7    (f) COMPUTED    2 0
 JE0400
 JE0400.Superseded values are not recommended for survey control.
 JE0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0400.See file dsdata.txt to determine how the superseded data were derived.
 JE0400
 JE0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC779300(NAD 83)
 JE0400_MARKER: DZ = AZIMUTH MARK DISK
 JE0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0400+STABILITY: SURFACE MOTION
 JE0400
 JE0400  HISTORY     - Date     Condition        Report By
 JE0400  HISTORY     - UNK      MONUMENTED       DOD
 JE0400  HISTORY     - 1963     GOOD             NGS
 JE0400
 JE0400                          STATION DESCRIPTION
 JE0400
 JE0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0400'5.6 MI SW FROM BUTLER.
 JE0400'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0400'THE STATION AT BUTLER, THENCE 0.2 MILE WEST ALONG A GRAVELED
 JE0400'ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 JE0400'1.1 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG
 JE0400'A HEDGE ROW BETWEEN TWO FIELDS, AND THE TOP SURFACE OVER THE
 JE0400'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE
 JE0400'TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  USAF
 JE0400'MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0405 ***********************************************************************
 JE0405  DESIGNATION -  K 9 Z
 JE0405  PID         -  JE0405
 JE0405  STATE/COUNTY-  MO/BATES
 JE0405  USGS QUAD   -  NEW HOME (1991)
 JE0405
 JE0405                         *CURRENT SURVEY CONTROL
 JE0405  ___________________________________________________________________
 JE0405* NAD 83(1986)-  38 12 21.     (N)    094 23 33.     (W)     SCALED    
 JE0405* NAVD 88     -       262.702  (meters)     861.88   (feet)  ADJUSTED  
 JE0405  ___________________________________________________________________
 JE0405  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0405  DYNAMIC HT  -         262.512 (meters)     861.26  (feet)  COMP
 JE0405  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 JE0405
 JE0405  VERT ORDER  -  SECOND    CLASS 0
 JE0405
 JE0405.The horizontal coordinates were scaled from a topographic map and have
 JE0405.an estimated accuracy of +/- 6 seconds.
 JE0405
 JE0405.The orthometric height was determined by differential leveling
 JE0405.and adjusted by the National Geodetic Survey in June 1991..
 JE0405
 JE0405.The geoid height was determined by GEOID03.
 JE0405
 JE0405.The dynamic height is computed by dividing the NAVD 88
 JE0405.geopotential number by the normal gravity value computed on the
 JE0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0405.degrees latitude (g = 980.6199 gals.).
 JE0405
 JE0405.The modeled gravity was interpolated from observed gravity values.
 JE0405
 JE0405;                    North         East    Units  Estimated Accuracy
 JE0405;SPC MO W     -   226,300.      859,420.      MT  (+/- 180 meters Scaled)
 JE0405
 JE0405                          SUPERSEDED SURVEY CONTROL
 JE0405
 JE0405  NGVD 29 (??/??/92)  262.58   (m)          861.5    (f) COMPUTED    2 0
 JE0405
 JE0405.Superseded values are not recommended for survey control.
 JE0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0405.See file dsdata.txt to determine how the superseded data were derived.
 JE0405
 JE0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC780295(NAD 83)
 JE0405_MARKER: DS = TRIANGULATION STATION DISK
 JE0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0405_STAMPING: K 9 Z 1963
 JE0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0405+STABILITY: SURFACE MOTION
 JE0405
 JE0405  HISTORY     - Date     Condition        Report By
 JE0405  HISTORY     - 1963     MONUMENTED       CGS
 JE0405
 JE0405                          STATION DESCRIPTION
 JE0405
 JE0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0405'5 MI SW FROM BUTLER.
 JE0405'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0405'FROM THE STATION AT BUTLER, THENCE 0.2 MILE WEST ALONG A GRAVELED
 JE0405'ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 JE0405'0.6 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.1 MILE SOUTH ACROSS
 JE0405'COUNTRY, 6 1/2 FEET EAST OF A FENCE, 7.0 FEET EAST OF A METAL
 JE0405'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0405'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0402 ***********************************************************************
 JE0402  DESIGNATION -  K 9 Z RM 1
 JE0402  PID         -  JE0402
 JE0402  STATE/COUNTY-  MO/BATES
 JE0402  USGS QUAD   -  NEW HOME (1991)
 JE0402
 JE0402                         *CURRENT SURVEY CONTROL
 JE0402  ___________________________________________________________________
 JE0402* NAD 83(1986)-  38 12 21.     (N)    094 23 33.     (W)     SCALED    
 JE0402* NAVD 88     -       262.666  (meters)     861.76   (feet)  ADJUSTED  
 JE0402  ___________________________________________________________________
 JE0402  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0402  DYNAMIC HT  -         262.477 (meters)     861.14  (feet)  COMP
 JE0402  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 JE0402
 JE0402  VERT ORDER  -  SECOND    CLASS 0
 JE0402
 JE0402.The horizontal coordinates were scaled from a topographic map and have
 JE0402.an estimated accuracy of +/- 6 seconds.
 JE0402
 JE0402.The orthometric height was determined by differential leveling
 JE0402.and adjusted by the National Geodetic Survey in June 1991..
 JE0402
 JE0402.The geoid height was determined by GEOID03.
 JE0402
 JE0402.The dynamic height is computed by dividing the NAVD 88
 JE0402.geopotential number by the normal gravity value computed on the
 JE0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0402.degrees latitude (g = 980.6199 gals.).
 JE0402
 JE0402.The modeled gravity was interpolated from observed gravity values.
 JE0402
 JE0402;                    North         East    Units  Estimated Accuracy
 JE0402;SPC MO W     -   226,300.      859,420.      MT  (+/- 180 meters Scaled)
 JE0402
 JE0402                          SUPERSEDED SURVEY CONTROL
 JE0402
 JE0402  NGVD 29 (??/??/92)  262.54   (m)          861.4    (f) COMPUTED    2 0
 JE0402
 JE0402.Superseded values are not recommended for survey control.
 JE0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0402.See file dsdata.txt to determine how the superseded data were derived.
 JE0402
 JE0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC780295(NAD 83)
 JE0402_MARKER: DB = BENCH MARK DISK
 JE0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0402_STAMPING: K 9 Z NO 1 1963
 JE0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0402+STABILITY: SURFACE MOTION
 JE0402
 JE0402  HISTORY     - Date     Condition        Report By
 JE0402  HISTORY     - 1963     MONUMENTED       CGS
 JE0402
 JE0402                          STATION DESCRIPTION
 JE0402
 JE0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0402'5 MI SW FROM BUTLER.
 JE0402'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0402'FROM THE STATION AT BUTLER, THENCE 0.2 MILE WEST ALONG A GRAVELED
 JE0402'ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 JE0402'0.6 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.1 MILE ACROSS
 JE0402'COUNTRY, 25.7 FEET SOUTHEAST OF K 9 Z 1963, 31 FEET EAST OF A
 JE0402'FENCE, 33 FEET EAST OF A METAL WITNESS POST, AND IN THE TOP OF A
 JE0402'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0404 ***********************************************************************
 JE0404  DESIGNATION -  K 9 Z RM 2
 JE0404  PID         -  JE0404
 JE0404  STATE/COUNTY-  MO/BATES
 JE0404  USGS QUAD   -  NEW HOME (1991)
 JE0404
 JE0404                         *CURRENT SURVEY CONTROL
 JE0404  ___________________________________________________________________
 JE0404* NAD 83(1986)-  38 12 21.     (N)    094 23 32.     (W)     SCALED    
 JE0404* NAVD 88     -       262.846  (meters)     862.35   (feet)  ADJUSTED  
 JE0404  ___________________________________________________________________
 JE0404  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0404  DYNAMIC HT  -         262.656 (meters)     861.73  (feet)  COMP
 JE0404  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 JE0404
 JE0404  VERT ORDER  -  SECOND    CLASS 0
 JE0404
 JE0404.The horizontal coordinates were scaled from a topographic map and have
 JE0404.an estimated accuracy of +/- 6 seconds.
 JE0404
 JE0404.The orthometric height was determined by differential leveling
 JE0404.and adjusted by the National Geodetic Survey in June 1991..
 JE0404
 JE0404.The geoid height was determined by GEOID03.
 JE0404
 JE0404.The dynamic height is computed by dividing the NAVD 88
 JE0404.geopotential number by the normal gravity value computed on the
 JE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0404.degrees latitude (g = 980.6199 gals.).
 JE0404
 JE0404.The modeled gravity was interpolated from observed gravity values.
 JE0404
 JE0404;                    North         East    Units  Estimated Accuracy
 JE0404;SPC MO W     -   226,300.      859,440.      MT  (+/- 180 meters Scaled)
 JE0404
 JE0404                          SUPERSEDED SURVEY CONTROL
 JE0404
 JE0404  NGVD 29 (??/??/92)  262.72   (m)          861.9    (f) COMPUTED    2 0
 JE0404
 JE0404.Superseded values are not recommended for survey control.
 JE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0404.See file dsdata.txt to determine how the superseded data were derived.
 JE0404
 JE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC781295(NAD 83)
 JE0404_MARKER: DB = BENCH MARK DISK
 JE0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0404_STAMPING: K 9 Z NO 2 1963
 JE0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0404+STABILITY: SURFACE MOTION
 JE0404
 JE0404  HISTORY     - Date     Condition        Report By
 JE0404  HISTORY     - 1963     MONUMENTED       CGS
 JE0404
 JE0404                          STATION DESCRIPTION
 JE0404
 JE0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0404'5 MI SW FROM BUTLER.
 JE0404'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0404'THE STATION AT BUTLER, THENCE 0.2 MILE WEST ALONG A GRAVELED
 JE0404'ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE
 JE0404'0.6 WEST ALONG A GRAVELED ROAD, THENCE 0.1 MILE SOUTH ACROSS
 JE0404'COUNTRY, 27.2 FEET NORTHWEST OF K 9 Z 1963, 1 FOOT EAST OF A
 JE0404'FENCE, 24.3 FEET NORTH OF A METAL WITNESS POST, AND SET IN
 JE0404'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0113 ***********************************************************************
 JE0113  DESIGNATION -  K 95
 JE0113  PID         -  JE0113
 JE0113  STATE/COUNTY-  MO/CASS
 JE0113  USGS QUAD   -  HARRISONVILLE (1981)
 JE0113
 JE0113                         *CURRENT SURVEY CONTROL
 JE0113  ___________________________________________________________________
 JE0113* NAD 83(1986)-  38 38 41.     (N)    094 21 04.     (W)     SCALED    
 JE0113* NAVD 88     -       273.693  (meters)     897.94   (feet)  ADJUSTED  
 JE0113  ___________________________________________________________________
 JE0113  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE0113  DYNAMIC HT  -         273.505 (meters)     897.32  (feet)  COMP
 JE0113  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 JE0113
 JE0113  VERT ORDER  -  SECOND    CLASS 0
 JE0113
 JE0113.The horizontal coordinates were scaled from a topographic map and have
 JE0113.an estimated accuracy of +/- 6 seconds.
 JE0113
 JE0113.The orthometric height was determined by differential leveling
 JE0113.and adjusted by the National Geodetic Survey in June 1991..
 JE0113
 JE0113.The geoid height was determined by GEOID03.
 JE0113
 JE0113.The dynamic height is computed by dividing the NAVD 88
 JE0113.geopotential number by the normal gravity value computed on the
 JE0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0113.degrees latitude (g = 980.6199 gals.).
 JE0113
 JE0113.The modeled gravity was interpolated from observed gravity values.
 JE0113
 JE0113;                    North         East    Units  Estimated Accuracy
 JE0113;SPC MO W     -   275,020.      862,960.      MT  (+/- 180 meters Scaled)
 JE0113
 JE0113                          SUPERSEDED SURVEY CONTROL
 JE0113
 JE0113  NGVD 29 (??/??/92)  273.562  (m)          897.51   (f) ADJ UNCH    2 0
 JE0113
 JE0113.Superseded values are not recommended for survey control.
 JE0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0113.See file dsdata.txt to determine how the superseded data were derived.
 JE0113
 JE0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC824782(NAD 83)
 JE0113_MARKER: DB = BENCH MARK DISK
 JE0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0113_STAMPING: K 95 1934
 JE0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0113+STABILITY: SURFACE MOTION
 JE0113
 JE0113  HISTORY     - Date     Condition        Report By
 JE0113  HISTORY     - 1934     MONUMENTED       CGS
 JE0113  HISTORY     - 1963     MARK NOT FOUND   NGS
 JE0113
 JE0113                          STATION DESCRIPTION
 JE0113
 JE0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE0113'2.1 MI SE FROM HARRISONVILLE.
 JE0113'2.1 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 JE0113'ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE CROSSING OF THE
 JE0113'MISSOURI-KANSAS-TEXAS RAILROAD AT HARRISONVILLE, CASS COUNTY,
 JE0113'0.1 MILE NORTHWEST OF THE CROSSING OF STATE HIGHWAY 7, 46 FEET
 JE0113'EAST OF THE OLD ROADBED, AND 4 FEET WEST OF A FENCE.  A STANDARD
 JE0113'DISK, STAMPED K 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JE0113
 JE0113                          STATION RECOVERY (1963)
 JE0113
 JE0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0162 ***********************************************************************
 JD0162  DESIGNATION -  K 98
 JD0162  PID         -  JD0162
 JD0162  STATE/COUNTY-  MO/MILLER
 JD0162  USGS QUAD   -  EUGENE (1987)
 JD0162
 JD0162                         *CURRENT SURVEY CONTROL
 JD0162  ___________________________________________________________________
 JD0162* NAD 83(1986)-  38 22 00.     (N)    092 28 53.     (W)     SCALED    
 JD0162* NAVD 88     -       265.311  (meters)     870.44   (feet)  ADJUSTED  
 JD0162  ___________________________________________________________________
 JD0162  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD0162  DYNAMIC HT  -         265.127 (meters)     869.84  (feet)  COMP
 JD0162  MODELED GRAV-     979,927.6   (mgal)                       NAVD 88
 JD0162
 JD0162  VERT ORDER  -  SECOND    CLASS 0
 JD0162
 JD0162.The horizontal coordinates were scaled from a topographic map and have
 JD0162.an estimated accuracy of +/- 6 seconds.
 JD0162
 JD0162.The orthometric height was determined by differential leveling
 JD0162.and adjusted by the National Geodetic Survey in June 1991..
 JD0162
 JD0162.The geoid height was determined by GEOID03.
 JD0162
 JD0162.The dynamic height is computed by dividing the NAVD 88
 JD0162.geopotential number by the normal gravity value computed on the
 JD0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0162.degrees latitude (g = 980.6199 gals.).
 JD0162
 JD0162.The modeled gravity was interpolated from observed gravity values.
 JD0162
 JD0162;                    North         East    Units  Estimated Accuracy
 JD0162;SPC MO C     -   281,130.      501,630.      MT  (+/- 180 meters Scaled)
 JD0162
 JD0162                          SUPERSEDED SURVEY CONTROL
 JD0162
 JD0162  NGVD 29 (??/??/92)  265.265  (m)          870.29   (f) ADJ UNCH    2 0
 JD0162
 JD0162.Superseded values are not recommended for survey control.
 JD0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0162.See file dsdata.txt to determine how the superseded data were derived.
 JD0162
 JD0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC453466(NAD 83)
 JD0162_MARKER: DB = BENCH MARK DISK
 JD0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0162_STAMPING: K 98 1935
 JD0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0162+STABILITY: SURFACE MOTION
 JD0162
 JD0162  HISTORY     - Date     Condition        Report By
 JD0162  HISTORY     - 1935     MONUMENTED       CGS
 JD0162
 JD0162                          STATION DESCRIPTION
 JD0162
 JD0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0162'0.6 MI W FROM ETTERVILLE.
 JD0162'0.6 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JD0162'FROM THE STATION AT ETTERVILLE, 6-1/2 POLES WEST OF MILEPOST
 JD0162'154, ONE RAIL EAST OF A ROAD CROSSING AND A CROSSROAD ON U.S.
 JD0162'HIGHWAY 54, AND 35 FEET SOUTH OF THE TRACK.  A STANDARD DISK,
 JD0162'STAMPED K 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0854 ***********************************************************************
 JC0854  DESIGNATION -  K 99
 JC0854  PID         -  JC0854
 JC0854  STATE/COUNTY-  MO/MARIES
 JC0854  USGS QUAD   -  SUMMERFIELD (1981)
 JC0854
 JC0854                         *CURRENT SURVEY CONTROL
 JC0854  ___________________________________________________________________
 JC0854* NAD 83(1986)-  38 17 04.     (N)    091 48 00.     (W)     SCALED    
 JC0854* NAVD 88     -       254.535  (meters)     835.09   (feet)  ADJUSTED  
 JC0854  ___________________________________________________________________
 JC0854  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JC0854  DYNAMIC HT  -         254.357 (meters)     834.50  (feet)  COMP
 JC0854  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 JC0854
 JC0854  VERT ORDER  -  SECOND    CLASS 0
 JC0854
 JC0854.The horizontal coordinates were scaled from a topographic map and have
 JC0854.an estimated accuracy of +/- 6 seconds.
 JC0854
 JC0854.The orthometric height was determined by differential leveling
 JC0854.and adjusted by the National Geodetic Survey in June 1991..
 JC0854
 JC0854.The geoid height was determined by GEOID03.
 JC0854
 JC0854.The dynamic height is computed by dividing the NAVD 88
 JC0854.geopotential number by the normal gravity value computed on the
 JC0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0854.degrees latitude (g = 980.6199 gals.).
 JC0854
 JC0854.The modeled gravity was interpolated from observed gravity values.
 JC0854
 JC0854;                    North         East    Units  Estimated Accuracy
 JC0854;SPC MO C     -   272,240.      561,240.      MT  (+/- 180 meters Scaled)
 JC0854
 JC0854                          SUPERSEDED SURVEY CONTROL
 JC0854
 JC0854  NGVD 29 (??/??/92)  254.512  (m)          835.01   (f) ADJ UNCH    2 0
 JC0854
 JC0854.Superseded values are not recommended for survey control.
 JC0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0854.See file dsdata.txt to determine how the superseded data were derived.
 JC0854
 JC0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC049380(NAD 83)
 JC0854_MARKER: DB = BENCH MARK DISK
 JC0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0854_STAMPING: K 99 1935
 JC0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0854+STABILITY: SURFACE MOTION
 JC0854
 JC0854  HISTORY     - Date     Condition        Report By
 JC0854  HISTORY     - 1935     MONUMENTED       CGS
 JC0854
 JC0854                          STATION DESCRIPTION
 JC0854
 JC0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0854'AT SUMMERFIELD.
 JC0854'AT SUMMERFIELD, MARIES COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 JC0854'PACIFIC RAILROAD, 28 POLES WST OF MILEPOST 110, AT THE NORTHEAST
 JC0854'CORNER OF THE SECTION-HOUSE YARD, AT A ROAD CROSSING, 24 YARDS
 JC0854'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 16 YARDS EAST OF THE
 JC0854'CENTERLINE OF THE ROAD, AND 6 YARDS EAST OF A GATE.  A STANDARD
 JC0854'DISK, STAMPED K 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1400 ***********************************************************************
 KE1400  DESIGNATION -  K C 8
 KE1400  PID         -  KE1400
 KE1400  STATE/COUNTY-  MO/CLAY
 KE1400  USGS QUAD   -  LIBERTY (1990)
 KE1400
 KE1400                         *CURRENT SURVEY CONTROL
 KE1400  ___________________________________________________________________
 KE1400* NAD 83(1997)-  39 12 57.01251(N)    094 25 20.63668(W)     ADJUSTED  
 KE1400* NAVD 88     -       267.8    (meters)     879.     (feet)  VERTCON   
 KE1400  ___________________________________________________________________
 KE1400  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 KE1400  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KE1400
 KE1400  HORZ ORDER  -  SECOND
 KE1400
 KE1400.The horizontal coordinates were established by classical geodetic methods
 KE1400.and adjusted by the National Geodetic Survey in February 2000..
 KE1400
 KE1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1400
 KE1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1400
 KE1400.The geoid height was determined by GEOID03.
 KE1400
 KE1400;                    North         East     Units Scale Factor Converg.
 KE1400;SPC MO W     -   338,412.523   856,701.424   MT  0.99994173   +0 02 56.6
 KE1400;UTM  15      - 4,341,692.466   377,204.489   MT  0.99978566   -0 53 57.9
 KE1400
 KE1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1400!SPC MO W     -   0.99996310  x   0.99994173  =   0.99990483
 KE1400!UTM  15      -   0.99996310  x   0.99978566  =   0.99974877
 KE1400
 KE1400:                Primary Azimuth Mark                     Grid Az
 KE1400:SPC MO W     -  HUGHES                                   259 55 33.9
 KE1400:UTM  15      -  HUGHES                                   260 52 28.4
 KE1400
 KE1400|---------------------------------------------------------------------|
 KE1400| PID    Reference Object                     Distance      Geod. Az  |
 KE1400|                                                           dddmmss.s |
 KE1400| KE1401 HUGHES                              APPROX. 3.8 KM 2595830.5 |
 KE1400|---------------------------------------------------------------------|
 KE1400
 KE1400                          SUPERSEDED SURVEY CONTROL
 KE1400
 KE1400  NAD 83(1997)-  39 12 57.01255(N)    094 25 20.63672(W) AD(       ) 2
 KE1400  NAD 83(1986)-  39 12 57.01935(N)    094 25 20.63178(W) AD(       ) 2
 KE1400  NAD 27      -  39 12 57.00866(N)    094 25 19.80695(W) AD(       ) 2
 KE1400  NGVD 29 (07/19/86)  267.7    (m)          878.     (f) VERT ANG       
 KE1400
 KE1400.Superseded values are not recommended for survey control.
 KE1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1400.See file dsdata.txt to determine how the superseded data were derived.
 KE1400
 KE1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7720441692(NAD 83)
 KE1400_MARKER: DS = TRIANGULATION STATION DISK
 KE1400_SETTING: 0 = UNSPECIFIED SETTING
 KE1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1400+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 KE1400
 KE1400  HISTORY     - Date     Condition        Report By
 KE1400  HISTORY     - 1972     MONUMENTED       NGS
 KE1400  HISTORY     - 20020114 GOOD             NGS
 KE1400  HISTORY     - 20060219 GOOD             GEOCAC
 KE1400
 KE1400                          STATION DESCRIPTION
 KE1400
 KE1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KE1400'THE STATION IS LOCATED 2 MILES SOUTH, 1/4 MILE WEST OF LIBERTY,
 KE1400'MISSOURI IN THE SOUTHEAST CORNER SW-1/4 OF SECTION 19, T51N, R31W ON
 KE1400'THE RIGHT-OF-WAY OF RUTH EWING ROAD.
 KE1400'
 KE1400'TO REACH THE STATION FROM THE STOPLIGHT AT THE INTERSECTION OF STATE
 KE1400'HIGHWAY 33 AND U.S. 291, IN THE SOUTH PART OF LIBERTY, GO SOUTH ON
 KE1400'U.S. 291 FOR 1.4 MILES TO RUTH EWING ROAD.  TURN RIGHT AND GO WEST
 KE1400'0.75 MILES TO STATION LOCATED ON RIGHT SIDE OF ROAD.
 KE1400'
 KE1400'THE STATION MARK IS A BRASS CAP STAMPED K C 8 SET IN A CONCRETE
 KE1400'MONUMENT FLUSH WITH GROUND SURFACE.  IT IS 96 FEET WEST OF THE
 KE1400'ENTRANCE TO THE PRECIOUS BLOOD SEMINARY, 26 FEET NORTH OF THE
 KE1400'CENTERLINE OF RUTH EWING ROAD, 8.5 FEET SOUTHEAST OF A POWER POLE,
 KE1400'6.6 FEET EAST OF A FENCE NORTH, AND 66.43 FEET WEST OF A BRASS
 KE1400'CAP SET IN CONCRETE MONUMENT STAMPED SEMINARY 1972.
 KE1400'
 KE1400'NEAREST TOWN--LIBERTY.
 KE1400
 KE1400                          STATION RECOVERY (2002)
 KE1400
 KE1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1400
 KE1400                          STATION RECOVERY (2006)
 KE1400
 KE1400'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1400'THE SEMINARY IS NOW THE CEDARS OF LIBERTY AT 200 E RUTH EWING ROAD.
 KE1400'THE STATION IS 1.25 FEET SOUTH OF A METAL WITNESS POST AND IS 1 INCH
 KE1400'BELOW GROUND.  A VISUAL SEARCH FOR SEMINARY 1972 WAS CONDUCTED WITHOUT
 KE1400'SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8202 ***********************************************************************
 AE8202  CBN         -  This is a Cooperative Base Network Control Station.
 AE8202  PACS        -  This is a Primary Airport Control Station.
 AE8202  DESIGNATION -  K52 A
 AE8202  PID         -  AE8202
 AE8202  STATE/COUNTY-  MO/MONROE
 AE8202  USGS QUAD   -  MONROE CITY (1959)
 AE8202
 AE8202                         *CURRENT SURVEY CONTROL
 AE8202  ___________________________________________________________________
 AE8202* NAD 83(1997)-  39 38 09.26504(N)    091 43 59.40034(W)     ADJUSTED  
 AE8202* NAVD 88     -       224.00   (meters)     734.9    (feet)  GPS OBS   
 AE8202  ___________________________________________________________________
 AE8202  X           -    -148,766.619 (meters)                     COMP
 AE8202  Y           -  -4,916,491.375 (meters)                     COMP
 AE8202  Z           -   4,047,057.503 (meters)                     COMP
 AE8202  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AE8202  ELLIP HEIGHT-         191.47  (meters)          (03/31/98) GPS OBS
 AE8202  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 AE8202
 AE8202  HORZ ORDER  -  B
 AE8202  ELLP ORDER  -  THIRD     CLASS I
 AE8202
 AE8202.This mark is at Monroe City Regional Airport (K52)
 AE8202
 AE8202.The horizontal coordinates were established by GPS observations
 AE8202.and adjusted by the National Geodetic Survey in March 1998..
 AE8202
 AE8202.The orthometric height was determined by GPS observations and a
 AE8202.high-resolution geoid model.
 AE8202
 AE8202.GPS derived orthometric heights for airport stations designated as
 AE8202.PACS or SACS are published to 2 decimal places.  This maintains
 AE8202.centimeter relative accuracy between the PACS and SACS.  It does
 AE8202.not indicate centimeter accuracy relative to other marks which are
 AE8202.part of the NAVD 88 network.
 AE8202
 AE8202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8202
 AE8202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8202
 AE8202.The ellipsoidal height was determined by GPS observations
 AE8202.and is referenced to NAD 83.
 AE8202
 AE8202.The geoid height was determined by GEOID03.
 AE8202
 AE8202;                    North         East     Units Scale Factor Converg.
 AE8202;SPC MO C     -   422,306.472   565,825.289   MT  0.99998666   +0 29 21.1
 AE8202;UTM  15      - 4,388,114.439   608,710.307   MT  0.99974550   +0 48 29.5
 AE8202
 AE8202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8202!SPC MO C     -   0.99996996  x   0.99998666  =   0.99995662
 AE8202!UTM  15      -   0.99996996  x   0.99974550  =   0.99971547
 AE8202
 AE8202                          SUPERSEDED SURVEY CONTROL
 AE8202
 AE8202.No superseded survey control is available for this station.
 AE8202
 AE8202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD0871088114(NAD 83)
 AE8202_MARKER: I = METAL ROD
 AE8202_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8202_STAMPING: K52 A 1997
 AE8202_MARK LOGO: NGS   
 AE8202_PROJECTION: RECESSED 7 CENTIMETERS
 AE8202_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8202+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1998
 AE8202_ROD/PIPE-DEPTH: 7.20 meters
 AE8202_SLEEVE-DEPTH  : 0.90 meters
 AE8202
 AE8202  HISTORY     - Date     Condition        Report By
 AE8202  HISTORY     - 1997     MONUMENTED       NGS
 AE8202  HISTORY     - 19970615 GOOD             NGS
 AE8202  HISTORY     - 19980721 GOOD             NGS
 AE8202
 AE8202                          STATION DESCRIPTION
 AE8202
 AE8202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE8202'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) SOUTH OF MONROE CITY,
 AE8202'MO., AT THE MONROE CITY REGIONAL AIRPORT (K52) , IN THE GRASS, ALONG
 AE8202'THE SOUTH SIDE OF THE AIRPORT ENTRANCE ROAD, NORTH OF AND IN LINE WITH
 AE8202'RUNWAY END 9, SOUTH OF AND ACROSS THE ROAD FROM A WITNESS POST.
 AE8202'OWNERSHIP--CITY OF MONROE CITY, CITY HALL, MONROE CITY, MO.  63456.
 AE8202'PHONE 573-735-4585.  AIRPORT MANAGER IS MRS.  TERRY COOPER, PHONE
 AE8202'573-735-4845.  NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC)
 AE8202'STATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24
 AE8202'AND STATE ROUTE W ON THE SOUTH SIDE OF MONROE CITY, GO SOUTH, 0.8 KM
 AE8202'(0.50 MI) ALONG HIGHWAY 24 TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 AE8202'TURN LEFT, EAST, 0.16 KM (0.10 MI) ALONG THE ENTRANCE ROAD TO THE
 AE8202'STATION ON THE RIGHT, JUST ACROSS A SHALLOW DITCH.  THE STATION IS
 AE8202'17.3 M (56.8 FT) SOUTHEAST OF AND ACROSS THE ENTRANCE ROAD FROM THE
 AE8202'4TH UTILITY POLE EAST OF U.S.  HIGHWAY 24, 14.8 M (48.6 FT) SOUTH OF
 AE8202'AND ACROSS THE ROAD FROM A FENCE AND WITNESS POST, (IN LINE WITH THE
 AE8202'WITNESS POST AND RUNWAY END) , 8.5 M (27.9 FT) SOUTH OF THE ENTRANCE
 AE8202'ROAD CENTER, AND THE STATION IS ABOUT 0.6 M (2.0 FT) BELOW THE
 AE8202'ENTRANCE ROAD LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R.G. HAYES.
 AE8202'NOTE--THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS
 AE8202'STEEL ROD, DRIVEN TO A DEPTH OF 7.2 M, (23.6 FT) IN A GREASE FILLED
 AE8202'SLEEVE 0.9 M (3.0 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO
 AE8202'CAP, SUROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE
 AE8202'5-INCH LOGO CAP.
 AE8202
 AE8202                          STATION RECOVERY (1997)
 AE8202
 AE8202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE8202'RECOVERED AS DESCRIBED.
 AE8202
 AE8202                          STATION RECOVERY (1998)
 AE8202
 AE8202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GW)
 AE8202'RECOVERED AS DESCRIBED
 AE8202'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0758 ***********************************************************************
 JC0758  DESIGNATION -  K=882
 JC0758  PID         -  JC0758
 JC0758  STATE/COUNTY-  MO/FRANKLIN
 JC0758  USGS QUAD   -  STANTON (1980)
 JC0758
 JC0758                         *CURRENT SURVEY CONTROL
 JC0758  ___________________________________________________________________
 JC0758* NAD 83(1986)-  38 16 29.     (N)    091 06 20.     (W)     SCALED    
 JC0758* NAVD 88     -       265.717  (meters)     871.77   (feet)  ADJUSTED  
 JC0758  ___________________________________________________________________
 JC0758  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 JC0758  DYNAMIC HT  -         265.537 (meters)     871.18  (feet)  COMP
 JC0758  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 JC0758
 JC0758  VERT ORDER  -  FIRST     CLASS II
 JC0758
 JC0758.The horizontal coordinates were scaled from a topographic map and have
 JC0758.an estimated accuracy of +/- 6 seconds.
 JC0758
 JC0758.The orthometric height was determined by differential leveling
 JC0758.and adjusted by the National Geodetic Survey in June 1991..
 JC0758
 JC0758.The geoid height was determined by GEOID03.
 JC0758
 JC0758.The dynamic height is computed by dividing the NAVD 88
 JC0758.geopotential number by the normal gravity value computed on the
 JC0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0758.degrees latitude (g = 980.6199 gals.).
 JC0758
 JC0758.The modeled gravity was interpolated from observed gravity values.
 JC0758
 JC0758;                    North         East    Units  Estimated Accuracy
 JC0758;SPC MO E     -   271,100.      197,020.      MT  (+/- 180 meters Scaled)
 JC0758
 JC0758                          SUPERSEDED SURVEY CONTROL
 JC0758
 JC0758  NGVD 29 (??/??/92)  265.746  (m)          871.87   (f) ADJ UNCH    1 2
 JC0758
 JC0758.Superseded values are not recommended for survey control.
 JC0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0758.See file dsdata.txt to determine how the superseded data were derived.
 JC0758
 JC0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC657379(NAD 83)
 JC0758_MARKER: DD = SURVEY DISK
 JC0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0758_STAMPING: 872
 JC0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0758+STABILITY: SURFACE MOTION
 JC0758
 JC0758  HISTORY     - Date     Condition        Report By
 JC0758  HISTORY     - UNK      MONUMENTED       USGS
 JC0758  HISTORY     - 1959     GOOD             NGS
 JC0758
 JC0758                          STATION DESCRIPTION
 JC0758
 JC0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JC0758'AT STANTON.
 JC0758'AT STANTON, ABOUT 63 YARDS SOUTH OF THE ST. LOUIS-SAN FRANCISCO
 JC0758'RAILWAY STATION, AT MILE POLE 62-11, ABOUT 48 YARDS NORTH OF
 JC0758'THE CROSSING OF A BLACK TOP ROAD LEADING EAST TO MERAMEC CAVERNS,
 JC0758'59 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, SET VERTICALLY
 JC0758'AND ABOUT 4 INCHES ABOVE THE GROUND IN THE NORTH FACE OF THE
 JC0758'FOUNDATION STONE AT THE NORTHEAST CORNER OF A WOODEN TWO STORY
 JC0758'BUILDING, 0.5 FOOT WEST OF THE NORTHEAST CORNER.  NOTE-- MARK
 JC0758'IS STAMPED 872.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0845 ***********************************************************************
 LD0845  DESIGNATION -  KAHOKA MUNICIPAL TANK
 LD0845  PID         -  LD0845
 LD0845  STATE/COUNTY-  MO/CLARK
 LD0845  USGS QUAD   -  KAHOKA (1975)
 LD0845
 LD0845                         *CURRENT SURVEY CONTROL
 LD0845  ___________________________________________________________________
 LD0845* NAD 83(1997)-  40 25 16.31296(N)    091 43 11.00514(W)     ADJUSTED  
 LD0845* NAVD 88     -                                                        
 LD0845  ___________________________________________________________________
 LD0845  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 LD0845  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LD0845
 LD0845  HORZ ORDER  -  THIRD
 LD0845
 LD0845.The horizontal coordinates were established by classical geodetic methods
 LD0845.and adjusted by the National Geodetic Survey in February 2000..
 LD0845
 LD0845
 LD0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0845
 LD0845.The geoid height was determined by GEOID03.
 LD0845
 LD0845;                    North         East     Units Scale Factor Converg.
 LD0845;SPC MO E     -   509,929.034   146,491.511   MT  1.00006517   -0 47 27.4
 LD0845;UTM  15      - 4,475,294.667   608,611.044   MT  0.99974521   +0 49 48.8
 LD0845
 LD0845                          SUPERSEDED SURVEY CONTROL
 LD0845
 LD0845  NAD 83(1997)-  40 25 16.31333(N)    091 43 11.00605(W) AD(       ) 4
 LD0845  NAD 83(1997)-  40 25 16.31317(N)    091 43 11.00595(W) AD(       ) 4
 LD0845  NAD 83(1986)-  40 25 16.32556(N)    091 43 11.00996(W) AD(       ) 4
 LD0845  NAD 27      -  40 25 16.16600(N)    091 43 10.41100(W) AD(       ) 3
 LD0845
 LD0845.Superseded values are not recommended for survey control.
 LD0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0845.See file dsdata.txt to determine how the superseded data were derived.
 LD0845
 LD0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE0861175295(NAD 83)
 LD0845_MARKER: 53 = ELEVATED TANK
 LD0845
 LD0845  HISTORY     - Date     Condition        Report By
 LD0845  HISTORY     - 1934     FIRST OBSERVED   CGS
 LD0845
 LD0845                          STATION DESCRIPTION
 LD0845
 LD0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0845'THIS STATION IS THE CENTER OF THE KAHOKA MUNICIPAL WATER
 LD0845'TANK.  IT IS A SMALL SQUAT STEEL TANK WITH A ROUND BOTTOM AND
 LD0845'CONICAL TOP WITH BALL AT THE TIP.  IT IS SUPPORTED BY FOUR
 LD0845'STEEL LEGS.  THE ENTIRE STRUCTURE IS PAINTED SILVER.  THE
 LD0845'TANK IS ABOUT 135 FEET HIGH AND IS VERY PROMINENT.
 LD0845'
 LD0845'THE TANK IS CENTRALLY LOCATED IN THE TOWN OF KAHOKA, ABOUT
 LD0845'50 FEET W OF THE CENTER LINE OF HIGHWAY 81 AND ABOUT 125 FEET
 LD0845'N OF THE CENTER LINE OF HIGHWAY 4, WHICH IS THE MAIN STREET
 LD0845'OF THE TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2567 ***********************************************************************
 JD2567  DESIGNATION -  KAISER
 JD2567  PID         -  JD2567
 JD2567  STATE/COUNTY-  MO/MILLER
 JD2567  USGS QUAD   -  BAGNELL (1983)
 JD2567
 JD2567                         *CURRENT SURVEY CONTROL
 JD2567  ___________________________________________________________________
 JD2567* NAD 83(1997)-  38 07 47.21304(N)    092 33 26.45071(W)     ADJUSTED  
 JD2567* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 JD2567  ___________________________________________________________________
 JD2567  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 JD2567  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JD2567
 JD2567  HORZ ORDER  -  FIRST
 JD2567
 JD2567.The horizontal coordinates were established by classical geodetic methods
 JD2567.and adjusted by the National Geodetic Survey in February 2000..
 JD2567
 JD2567.The orthometric height was scaled from a topographic map.
 JD2567
 JD2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2567
 JD2567.The geoid height was determined by GEOID03.
 JD2567
 JD2567;                    North         East     Units Scale Factor Converg.
 JD2567;SPC MO C     -   254,838.259   494,972.260   MT  0.99993364   -0 02 07.5
 JD2567;UTM  15      - 4,220,307.227   538,795.216   MT  0.99961854   +0 16 23.9
 JD2567
 JD2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2567!SPC MO C     -   0.99996338  x   0.99993364  =   0.99989703
 JD2567!UTM  15      -   0.99996338  x   0.99961854  =   0.99958194
 JD2567
 JD2567|---------------------------------------------------------------------|
 JD2567| PID    Reference Object                     Distance      Geod. Az  |
 JD2567|                                                           dddmmss.s |
 JD2567| CN6492 KAISER RM 1                          23.208 METERS 01127     |
 JD2567| JD2539 BRUMLEY                             APPROX.13.0 KM 1141808.0 |
 JD2567| CN6491 KAISER AZ MK                                       1844423.6 |
 JD2567| CN6493 KAISER RM 2                          25.880 METERS 29743     |
 JD2567|---------------------------------------------------------------------|
 JD2567
 JD2567                          SUPERSEDED SURVEY CONTROL
 JD2567
 JD2567  NAD 83(1986)-  38 07 47.22519(N)    092 33 26.45153(W) AD(       ) 1
 JD2567  NAD 27      -  38 07 47.10500(N)    092 33 25.79100(W) AD(       ) 1
 JD2567
 JD2567.Superseded values are not recommended for survey control.
 JD2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2567.See file dsdata.txt to determine how the superseded data were derived.
 JD2567
 JD2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3879520307(NAD 83)
 JD2567_MARKER: DS = TRIANGULATION STATION DISK
 JD2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2567_STAMPING: KAISER 1947
 JD2567_MARK LOGO: CGS   
 JD2567_PROJECTION: FLUSH
 JD2567_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JD2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2567+STABILITY: SURFACE MOTION
 JD2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2567+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1991
 JD2567
 JD2567  HISTORY     - Date     Condition        Report By
 JD2567  HISTORY     - 1947     MONUMENTED       CGS
 JD2567  HISTORY     - 1966     GOOD             CGS
 JD2567  HISTORY     - 1974     GOOD             NGS
 JD2567  HISTORY     - 1978     GOOD             NGS
 JD2567  HISTORY     - 19911111 GOOD             MODNR
 JD2567
 JD2567                          STATION DESCRIPTION
 JD2567
 JD2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2567'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF ELDON, ABOUT
 JD2567'5 MILES NORTHWEST OF BRUMLEY, IN THE SOUTHWEST ANGLE OF A TRIANGLE
 JD2567'FORMED BY THE ROAD ENTRANCE TO KAISER PARK.  IT IS 42 FEET EAST
 JD2567'OF THE CENTERLINE OF THE ROAD INTO THE PARK, AND 34 FEET
 JD2567'SOUTHWEST OF A LARGE SIGN.  THE DISK IS STAMPED KAISER 1947 AND
 JD2567'IS SET FLUSH WITH THE GROUND.
 JD2567'
 JD2567'REFERENCE MARK NO. 1 IS 76.14 FEET NORTH-NORTHEAST OF THE
 JD2567'STATION, 28 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 JD2567'INTO THE PARK, 48 FEET NORTH-NORTHWEST OF A LARGE SIGN, AND
 JD2567'1 FOOT EAST OF A RAIL FENCE.  THE DISK IS STAMPED KAISER NO 1
 JD2567'1947 AND PROJECTS 1 INCH.
 JD2567'
 JD2567'REFERENCE MARK NO. 2 IS 84.90 FEET NORTHWEST OF THE STATION,
 JD2567'43 FEET WEST OF THE CENTERLINE OF THE ROAD INTO THE PARK, AND
 JD2567'1 FOOT EAST OF A RAIL FENCE.  THE DISK IS STAMPED KAISER NO 2
 JD2567'1947 AND PROJECTS 4 INCHES.
 JD2567'
 JD2567'THE AZIMUTH MARK IS APPROXIMATELY 0.1 MILE SOUTH OF THE STATION,
 JD2567'24 FEET EAST OF THE CENTERLINE OF COUNTY ROUTE D, AND 3 FEET
 JD2567'NORTH-NORTHWEST OF A WITNESS POST.  THE DISK IS STAMPED KAISER
 JD2567'1947 AND PROJECTS 3 INCHES.
 JD2567'
 JD2567'TO REACH THE STATION FROM THE POST OFFICE IN BRUMLEY, GO
 JD2567'NORTHWEST ON COUNTY ROUTE D FOR 6.35 MILES TO THE ENTRANCE TO
 JD2567'KAISER PARK ON THE LEFT AND THE STATION AS DESCRIBED.
 JD2567'
 JD2567'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON
 JD2567'COUNTY ROUTE D FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JD2567'
 JD2567'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JD2567
 JD2567                          STATION RECOVERY (1966)
 JD2567
 JD2567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JD2567'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JD2567'CONDITION.
 JD2567'
 JD2567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 JD2567'STATE HIGHWAYS 42 AND 134, ABOUT 1 MILE NORTHEAST OF OSAGE
 JD2567'BEACH, GO SOUTHEAST ON HIGHWAYS 42 AND 134 FOR 3.55 MILES TO
 JD2567'JUNCTION OF THESE HIGHWAYS AND STATION.  THE STATION MARK IS
 JD2567'NEAR THE SOUTHWEST ANGLE OF A TRIANGLE FORMED BY HIGHWAYS.
 JD2567'
 JD2567'THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTH OF THE STATION AND A
 JD2567'METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 JD2567
 JD2567                          STATION RECOVERY (1974)
 JD2567
 JD2567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARB)
 JD2567'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JD2567'CONDITION.
 JD2567'
 JD2567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2567'ABOUT 3 MILES EAST OF OSAGE BEACH.
 JD2567
 JD2567                          STATION RECOVERY (1978)
 JD2567
 JD2567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (VEN)
 JD2567'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JD2567'
 JD2567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2567'3 MI EAST OF OSAGE BEACH.
 JD2567
 JD2567                          STATION RECOVERY (1991)
 JD2567
 JD2567'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 JD2567'IN 1991 THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE NAME OF THE
 JD2567'PARK IS NOW LAKE OF THE OZARKS STATE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1501 ***********************************************************************
 KE1501  DESIGNATION -  KAMPHEFNER
 KE1501  PID         -  KE1501
 KE1501  STATE/COUNTY-  MO/PLATTE
 KE1501  USGS QUAD   -  PLATTE CITY (1975)
 KE1501
 KE1501                         *CURRENT SURVEY CONTROL
 KE1501  ___________________________________________________________________
 KE1501* NAD 83(1997)-  39 16 49.99762(N)    094 46 10.66645(W)     ADJUSTED  
 KE1501* NAVD 88     -       304.5    (meters)     999.     (feet)  VERTCON   
 KE1501  ___________________________________________________________________
 KE1501  X           -    -411,081.565 (meters)                     COMP
 KE1501  Y           -  -4,926,757.177 (meters)                     COMP
 KE1501  Z           -   4,016,646.673 (meters)                     COMP
 KE1501  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 KE1501  ELLIP HEIGHT-         272.01  (meters)          (02/17/00) GPS OBS
 KE1501  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KE1501
 KE1501  HORZ ORDER  -  FIRST
 KE1501  ELLP ORDER  -  FOURTH    CLASS I
 KE1501
 KE1501.The horizontal coordinates were established by classical geodetic methods
 KE1501.and adjusted by the National Geodetic Survey in February 2000..
 KE1501
 KE1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1501
 KE1501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1501
 KE1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1501
 KE1501.The ellipsoidal height was determined by GPS observations
 KE1501.and is referenced to NAD 83.
 KE1501
 KE1501.The geoid height was determined by GEOID03.
 KE1501
 KE1501;                    North         East     Units Scale Factor Converg.
 KE1501;SPC MO W     -   345,628.903   826,736.832   MT  0.99994784   -0 10 14.5
 KE1501;UTM  15      - 4,349,403.401   347,366.791   MT  0.99988685   -1 07 14.2
 KE1501
 KE1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1501!SPC MO W     -   0.99995733  x   0.99994784  =   0.99990517
 KE1501!UTM  15      -   0.99995733  x   0.99988685  =   0.99984418
 KE1501
 KE1501|---------------------------------------------------------------------|
 KE1501| PID    Reference Object                     Distance      Geod. Az  |
 KE1501|                                                           dddmmss.s |
 KE1501| KE1503 KAMPHEFNER RM 3                      38.170 METERS 04023     |
 KE1501| KE1427 KANSAS CITY INTL APT TANK           APPROX. 7.0 KM 0735611.5 |
 KE1501| CL7211 KAMPHEFNER RM 1                      31.897 METERS 13311     |
 KE1501| KE1504 KAMPHEFNER AZ MK RESET              425.238 METERS 1863617.9 |
 KE1501| CL7210 KAMPHEFNER AZ MK                                   1865618.4 |
 KE1501| CL7212 KAMPHEFNER RM 2                      32.129 METERS 22523     |
 KE1501| KE1507 LEAVENWORTH VA HOSP WATER TK        APPROX.10.4 KM 2710052.8 |
 KE1501| KE1502 PLATTE CITY MUNICIPAL TANK          APPROX. 9.8 KM 3562047.2 |
 KE1501|---------------------------------------------------------------------|
 KE1501
 KE1501                          SUPERSEDED SURVEY CONTROL
 KE1501
 KE1501  NAD 83(1997)-  39 16 49.99763(N)    094 46 10.66645(W) AD(       ) 1
 KE1501  NAD 83(1997)-  39 16 50.00639(N)    094 46 10.66132(W) AD(       ) 1
 KE1501  NAD 83(1986)-  39 16 50.00707(N)    094 46 10.66066(W) AD(       ) 1
 KE1501  NAD 27      -  39 16 50.00049(N)    094 46 09.80212(W) AD(       ) 1
 KE1501  NGVD 29 (03/28/90)  304.4    (m)          999.     (f) GPS OBS        
 KE1501
 KE1501.Superseded values are not recommended for survey control.
 KE1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1501.See file dsdata.txt to determine how the superseded data were derived.
 KE1501
 KE1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4736749403(NAD 83)
 KE1501_MARKER: DS = TRIANGULATION STATION DISK
 KE1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1501_SP_SET: CONCRETE POST
 KE1501_STAMPING: KAMPHEFNER 1934
 KE1501_MARK LOGO: CGS   
 KE1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1501+STABILITY: SURFACE MOTION
 KE1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1501+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1989
 KE1501
 KE1501  HISTORY     - Date     Condition        Report By
 KE1501  HISTORY     - 1934     MONUMENTED       CGS
 KE1501  HISTORY     - 1934     GOOD             CGS
 KE1501  HISTORY     - 1957     GOOD             CGS
 KE1501  HISTORY     - 1958     GOOD             CGS
 KE1501  HISTORY     - 1961     GOOD             AMS
 KE1501  HISTORY     - 1964     GOOD             CGS
 KE1501  HISTORY     - 1971     GOOD             MOHC
 KE1501  HISTORY     - 1973     GOOD             NGS
 KE1501  HISTORY     - 1974     GOOD             NGS
 KE1501  HISTORY     - 1976     GOOD             NGS
 KE1501  HISTORY     - 19880707 GOOD             KS-209
 KE1501  HISTORY     - 19890801 GOOD             NGS
 KE1501
 KE1501                          STATION DESCRIPTION
 KE1501
 KE1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1501'THIS STATION IS ABOUT 6-1/2 MILES S BY E OF PLATTE CITY, ABOUT
 KE1501'9-1/2 MILES ESE OF LEAVENWORTH, KANSAS, IN THE NW CORNER OF THE
 KE1501'SW 1/4 SECTION 30, T 52 N, R 34 W, ON WILLIAM H. KAMPHEFNERS FARM,
 KE1501'IN APPLE AND PEACH ORCHARD, WHICH IS IMMEDIATELY N OF MR.
 KE1501'KAMPHEFNERS HOUSE AND YARD, 97 FEET N OF NW CORNER OF HIS HOUSE,
 KE1501'62 FEET N OF CENTER LINE OF THE FARM ENTRANCE ROAD WHICH IS
 KE1501'BETWEEN YARD ON S AND ORCHARD ON N, 185 FEET E OF CENTER LINE
 KE1501'OF ROAD, 19 FEET ENE OF A 6-INCH APPLE TREE, 17 FEET SW OF A
 KE1501'6-INCH PEACH TREE THAT STANDS IN THE MOST NORTHERLY ROW OF
 KE1501'TREES IN ORCHARD.  THE MARK IS FLUSH WITH THE SURFACE.
 KE1501'
 KE1501'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1501'BRONZE DISKS SET IN CONCRETE.
 KE1501'
 KE1501'REFERENCE MARK NO. 1 IS SE OF STATION, AT NE CORNER OF YARD,
 KE1501'48 FEET ENE OF NE CORNER OF THE HOUSE, 2 FEET S OF THE NE
 KE1501'CORNERPOST OF YARD, 1 FOOT E OF FENCE.  IT IS FLUSH WITH THE
 KE1501'SURFACE.
 KE1501'
 KE1501'REFERENCE MARK NO. 2 IS SW OF STATION, AT N SIDE OF YARD, ON
 KE1501'FENCE LINE, 10 FEET S OF CENTER LINE OF FARM ENTRANCE ROAD,
 KE1501'77 FEET WNW OF NW CORNER OF THE HOUSE, 20 FEET NNW OF A 24-INCH
 KE1501'MAPLE, 151.25 FEET W OF REFERENCE MARK NO. 1.  IT IS FLUSH WITH
 KE1501'THE SURFACE.
 KE1501'
 KE1501'AZIMUTH MARK IS S OF STATION, AT TOP OF RIDGE, 20 FEET E OF CENTER
 KE1501'LINE OF ROAD, 2 FEET E OF THE DITCH, 4 FEET N OF A TELEPHONE
 KE1501'POLE.  IT PROJECTS 2 INCHES.
 KE1501'
 KE1501'TO REACH FROM PLATTE CITY, GO S AND E ON U.S. HIGHWAY 71,
 KE1501'6.7 MILES TO JUNCTION WITH STATE HIGHWAY 35, WHICH LEADS E FROM
 KE1501'HERE, AND TO A DIRT ROAD LEADING W, WHICH IS ABOUT 0.1 MILE S OF
 KE1501'TWO ROADSIDE TAVERNS (ONE ON EACH SIDE OF THE ROAD), THEN W ON
 KE1501'DIRT ROAD 2.7 MILES TO T-ROAD S, THEN S 2.0 MILES TO CROSSROADS
 KE1501'AT COUNTRY STORE, THEN W 1.0 MILE TO A BRICK CHURCH, THEN S 0.5
 KE1501'MILE, THEN W 1.0 MILE, THEN N 0.5 MILE TO MR. KEMPHAFNERS HOUSE
 KE1501'AND STATION ON E SIDE OF ROAD.
 KE1501'
 KE1501'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 KE1501'
 KE1501'ALL LIGHTS COME INTO VIEW AT 60 FEET.
 KE1501
 KE1501                          STATION RECOVERY (1934)
 KE1501
 KE1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KE1501'RECOVERED IN GOOD CONDITION.
 KE1501
 KE1501                          STATION RECOVERY (1957)
 KE1501
 KE1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KE1501'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KE1501'GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN DESTROYED
 KE1501'BY ROAD CONSTRUCTION WORK.  MISSOURI STATE HIGHWAY PEOPLE WERE
 KE1501'CONTACTED, BUT NO TRACE OF THE AZIMUTH MARK WAS FOUND.  THERE IS
 KE1501'SOME LOCAL CHANGES IN THE ORIGINAL DESCRIPTION, SO A COMPLETE NEW
 KE1501'DESCRIPTION FOLLOWS.
 KE1501'
 KE1501'STATION IS LOCATED ABOUT 9 AND 1/2 MILES EAST-SOUTHEAST OF
 KE1501'LEAVENWORTH, 6 AND 1/2 MILES SOUTH OF PLATTE CITY, AND 6 AND
 KE1501'1/2 MILES NORTHWEST OF PARKVILLE, IN THE NW CORNER OF THE SW
 KE1501'1/4 SEC. 30, T 52 N, R 34 W, ON WILLIAM H. KAMPHEFNERS FARM IN HIS
 KE1501'GARDEN WHICH IS IMMEDIATELY NORTH OF THE HOUSE, 97 FEET NORTH OF
 KE1501'THE NORTHWEST CORNER OF HIS HOUSE, 62 FEET NORTH OF THE CENTER
 KE1501'OF THE CENTER OF FARM ENTRANCE ROAD WHICH IS BETWEEN THE YARD ON
 KE1501'THE SOUTH AND THE GARDEN ON THE NORTH, 185 FEET EAST OF THE
 KE1501'CENTER OF GRADED ROAD (COUNTY ROUTE N), AND FLUSH WITH THE
 KE1501'SURFACE OF THE GROUND.  IT IS STAMPED KAMPHEFNER 1934.
 KE1501'
 KE1501'REFERENCE MARK NO. 1 IS 104.60 FEET SOUTHEAST OF THE STATION,
 KE1501'AT THE NORTHEAST CORNER OF YARD, 48 FEET EAST-NORTHEAST OF THE
 KE1501'NORTHEAST CORNER OF HOUSE, 2 FEET SOUTH OF NORTHEAST CORNERPOST
 KE1501'OF YARD, AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS 8 INCHES
 KE1501'AND THE DISK IS STAMPED KAMPHEFNER NO 1 1934.
 KE1501'
 KE1501'REFERENCE MARK NO. 2 IS 105.35 FEET SOUTHWEST OF THE STATION,
 KE1501'AT THE NORTH SIDE OF THE YARD, 77 FEET WEST-NORTHWEST OF THE
 KE1501'NORTHWEST CORNER OF THE HOUSE, 10 FEET SOUTH OF THE CENTER OF
 KE1501'FARM ENTRANCE ROAD, AND 151.25 WEST OF REFERENCE MARK NO. 1.  THE
 KE1501'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 KE1501'STAMPED KAMPHEFNER NO 2 1934.
 KE1501'
 KE1501'TO REACH THE STATION FROM PLATTE CITY, GO SOUTH AND EAST ON
 KE1501'U.S. HIGHWAY 71 FOR 6.7 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 KE1501'71 BYPASS WHICH LEADS EAST FROM HERE.  CONTINUE SOUTH ON U.S.
 KE1501'HIGHWAY 71 TOWARD CITY FOR 0.1 MILE TO THE JUNCTION OF COUNTY
 KE1501'ROUTE D, A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 KE1501'COUNTY ROUTE D FOR 2.3 MILES TO A T-ROAD LEFT.  TURN LEFT AND GO
 KE1501'SOUTH ON GRAVEL ROAD FOR 2.0 MILES TO A CROSSROADS.  TURN RIGHT
 KE1501'AND GO WEST FOR 1.0 MILE TO A BRICK CHURCH ON THE LEFT WHICH
 KE1501'IS NOT BEING USED.  TURN LEFT AND GO SOUTH FOR 0.5 MILE.  TURN
 KE1501'RIGHT AND GO WEST FOR 1.0 MILE TO COUNTY ROUTE N.  TURN RIGHT
 KE1501'AND GO NORTH ON COUNTY ROUTE N FOR 0.5 MILE TO MR.
 KE1501'KAMPHEFNERS HOUSE AND THE STATION ON THE RIGHT OR EAST SIDE
 KE1501'OF THE ROAD AS DESCRIBED.
 KE1501
 KE1501                          STATION RECOVERY (1958)
 KE1501
 KE1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KE1501'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KE1501'GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD BEEN DESTROYED.
 KE1501'A NEW AZIMUTH MARK WAS ESTABLISHED AND THE PLATTE CITY, MUNI.,
 KE1501'WATER TANK WAS USED AS AN INITIAL TO MEASURE THE ANGLE AND COMPUTE
 KE1501'A BEARING TO THE AZIMUTH MARK.  A COMPLETE DESCRIPTION FOLLOWS.
 KE1501'
 KE1501'STATION IS LOCATED ABOUT 9 AND 1/2 MILES EAST-SOUTHEAST OF
 KE1501'LEAVENWORTH AND 6 AND 1/2 MILES SOUTH OF PLATTE CITY IN THE
 KE1501'NORTHWEST CORNER OF THE NW 1/4 OF SEC 31, T 52 N, R 34 W ON
 KE1501'MR. WILLIAM H. KAMPNEFNERS FARM IN THE GARDEN, 185 FEET EAST OF
 KE1501'THE CENTER OF STATE ROAD N, 97 FEET NORTH OF THE NORTHWEST
 KE1501'CORNER OF HIS HOUSE, 62 FEET NORTH OF THE CENTER OF DRIVEWAY TO
 KE1501'HOUSE, AND IN A GARDEN.  THE TREES FOR THE ORCHARD HAVE
 KE1501'DISAPPEARED.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 KE1501'AND THE DISK IS STAMPED KAMPHEFNER 1934.
 KE1501'
 KE1501'REFERENCE MARK NO. 1 IS 104.60 FEET SOUTHEAST OF THE STATION
 KE1501'AT THE NORTHEAST CORNER OF YARD, J8 FEET EAST-NORTHEAST OF THE
 KE1501'NORTHEAST CORNER OF HOUSE, 2 FEET SOUTHEAST OF THE NORTHEAST
 KE1501'CORNER OF YARD, AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 KE1501'8 INCHES AND THE DISK IS STAMPED KAMPHEFNER NO 1 19349.
 KE1501'
 KE1501'REFERENCE MARK NO. 2 IS 105.35 FEET SOUTHWEST OF THE STATION,
 KE1501'77 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 10 FEET
 KE1501'SOUTH OF FARM ENTRANCE ROAD, AND IN THE FENCE LINE, 151.25 FEET
 KE1501'WEST OF R.M. NO. 1.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 KE1501'GROUND AND THE DISK IS STAMPED KAMPHEFNER NO 2 1934.
 KE1501'
 KE1501'AZIMUTH MARK (RESET) IS 0.25 MILE SOUTH OF THE STATION ON THE
 KE1501'CREST OF A RISE ACROSS THE ROAD FROM A FIELD ENTRANCE ON THE
 KE1501'RIGHT, AND 28 FEET EAST OF THE CENTER OF STATE ROAD N.  THE
 KE1501'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KAMPHEFNER 1934
 KE1501'RESET 1958.  NOTE 16B.
 KE1501'
 KE1501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 92 AND
 KE1501'STATE ROAD N AT THE PLATTE CITY HIGH SCHOOL, GO SOUTH ON STATE
 KE1501'ROAD N FOR 6.8 MILES TO THE KAMPHEFNER HOUSE ON THE LEFT AND THE
 KE1501'STATION AS DESCRIBED.
 KE1501'
 KE1501'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 KE1501'ROAD N FOR 0.25 MILE TO A FIELD ENTRANCE ON THE RIGHT AND THE
 KE1501'AZIMUTH MARK ON THE LEFT.
 KE1501
 KE1501                          STATION RECOVERY (1961)
 KE1501
 KE1501'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 KE1501'DESCRIPTION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 KE1501'AS DESCRIBED.
 KE1501
 KE1501                          STATION RECOVERY (1964)
 KE1501
 KE1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JNR)
 KE1501'RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.A.R., 1958.
 KE1501
 KE1501                          STATION RECOVERY (1971)
 KE1501
 KE1501'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1971 (JB)
 KE1501'KAMPHEFNER TRIANGULATION STA. IN GOOD CONDITION.
 KE1501'
 KE1501'ONLY THE TRIANGULATION STATION WAS INSPECTED.
 KE1501'
 KE1501'DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES S. BY E. OF
 KE1501'PLATTE CITY.
 KE1501
 KE1501                          STATION RECOVERY (1973)
 KE1501
 KE1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 KE1501'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KE1501'RECOVERED AS DESCRIBED IN 1958.  THE DIRECTION BETWEEN THE REFERENCE
 KE1501'MARKS CHECKED.  A LONGER MEASUREMENT WAS NOTED AT EACH REFERENCE
 KE1501'MARK, REFERENCE MARK 1 WAS 0.13 FEET OR 0.040 METERS AND REFERENCE
 KE1501'MARK 2 WAS 0.14 FEET OR 0.043 METERS.  A REFERENCE MARK 3 WAS SET
 KE1501'AT THIS TIME AND USED FOR AN ANTENNA SITE FOR GEOCEIVER STATION
 KE1501'51029.  A NEW DESCRIPTION FOLLOWS--
 KE1501'
 KE1501'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHEAST OF
 KE1501'LEVENWORTH, KANSAS, 6-1/2 MILES SOUTH OF PLATTE CITY, 3 MILES WEST
 KE1501'OF THE NEW KANSAS CITY AIRPORT AND ON THE PROPERTY OF MR. F. L.
 KE1501'KAMPHEFNER, ROUTE 2, BOX 189, PLATTE CITY, MISSOURI.
 KE1501'
 KE1501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 92 AND COUNTY
 KE1501'ROAD N ON THE SOUTH SIDE OF PLATTE CITY, GO SOUTH ON COUNTY ROAD N
 KE1501'FOR 4.2 MILES TO A PAVED SIDEROAD ON THE LEFT, COUNTY ROAD D,
 KE1501'CONTINUE SOUTH ON COUNTY ROAD N FOR 2.5 MILES TO THE TOP OF A
 KE1501'HILL AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 KE1501'FROM THIS POINT CONTINUE SOUTH ON COUNTY ROAD N FOR 0.25 MILE
 KE1501'TO THE TOP OF THE NEXT HILL AND THE MARK ON THE LEFT.
 KE1501'
 KE1501'STATION MARKS ARE STANDARD DISK, STAMPED KAMPHEFNER 1934.  THE
 KE1501'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 KE1501'THAT IS FLUSH WITH THE GROUND.  IT IS 184.5 FEET EAST OF THE CENTER
 KE1501'OF COUNTY ROAD N, 98.5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 KE1501'HOUSE, 56.5 FEET NORTH OF THE CENTER OF A GRAVELED DRIVEWAY AND
 KE1501'23.5 FEET SOUTH OF A WITNESS POST SET IN A WIRE FENCE LINE.  THE
 KE1501'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE.
 KE1501'
 KE1501'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KAMPHEFNER NO 1 1934,
 KE1501'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 KE1501'INCHES.  IT IS 48.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KE1501'HOUSE, 20.5 FEET SOUTH OF THE CENTER OF THE DRIVEWAY 3.3 FEET
 KE1501'SOUTH OF A POWER LINE POLE AND ABOUT 1 FOOT LOWER THAN THE STATION
 KE1501'MARK.
 KE1501'
 KE1501'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KAMPHEFNER NO 2 1934,
 KE1501'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 KE1501'WITH THE GROUND.  IT IS 110.0 FEET EAST OF THE CENTER OF THE COUNTY
 KE1501'ROAD, 76.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 KE1501'HOUSE, 15.0 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND ABOUT 1
 KE1501'FOOT LOWER THAN THE STATION MARK.
 KE1501'
 KE1501'REFERENCE MARKS 3 ARE STANDARD DISK, STAMPED KAMPHEFNER 1934 NO 3
 KE1501'1973.  THE SURFACE DISK IS SET IN A 12-INCH CYLINDRICAL CONCRETE
 KE1501'MONUMENT THAT IS 12-INCHES UNDERGROUND.  IT IS 199.0 FEET NORTH OF
 KE1501'THE NORTHEAST CORNER OF THE HOUSE, 146.5 FEET NORTH OF THE CENTER OF
 KE1501'THE DRIVEWAY, 129.0 FEET NORTHWEST OF THE CORNER OF A BARN, 71.0
 KE1501'FEET NORTH OF THE WIRE FENCE AND ABOUT 2 FEET LOWER THAN THE
 KE1501'STATION MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 KE1501'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND.
 KE1501'
 KE1501'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KAMPHEFNER 1934 RESET
 KE1501'1958, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KE1501'IS FLUSH WITH THE GROUND.  IT IS 61.5 FEET SOUTHEAST OF A POWER
 KE1501'LINE POLE, 28.0 FEET EAST OF THE CENTER OF THE COUNTY ROAD, 0.5
 KE1501'FOOT EAST OF A WITNESS POST AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 KE1501'
 KE1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH OF
 KE1501'PLATTE CITY.
 KE1501'
 KE1501'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 FEET.
 KE1501
 KE1501                          STATION RECOVERY (1974)
 KE1501
 KE1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 KE1501'RM 1 TO RM 2 OBSTRUCTED BY SHRUBBERY.
 KE1501'
 KE1501'THE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK
 KE1501'ESTABLISHED IN 1958 WERE RECOVERED IN GOOD CONDITION.  THE WATER TANK
 KE1501'USED TO DETERMINE THE DIRECTION TO THE AZIMUTH MARK IS NOW
 KE1501'OBSTRUCTED, HOWEVER, THE 1974 AZIMUTH TO THE AZIMUTH MARK
 KE1501'CHECKS THE PUBLISHED AZIMUTH.  THE DIRECTION TO THE REFERENCE
 KE1501'MARKS HAS NEVER BEEN REFERENCED TO THE AZIMUTH MARK NOR ANY
 KE1501'OTHER OBJECT VISIBLE IN 1974, THEREFORE THEIR DIRECTIONS COULD NOT
 KE1501'BE COMPARED TO ANY OTHER PREVIOUS DATA.  THE ANGLE BETWEEN THE
 KE1501'REFERENCE MARKS CHECKED 1934 DATA, HOWEVER, A DIFFERENCE OF
 KE1501'0.06 FOOT OR 0.008 METER LONGER IN THE DISTANCE TO REFERENCE
 KE1501'MARK 1 AND A DIFFERENCE OF 0.09 FOOT OR 0.027 METER LONGER IN THE
 KE1501'DISTANCE TO REFERENCE MARK 2 WAS NOTED.  DUE TO THE ABOVE AND
 KE1501'CHANGES IN THE IMMEDIATE AREA A NEW DESCRIPTION FOLLOWS.
 KE1501'
 KE1501'THE STATION IS ABOUT 9-1/2 MILES EAST OF LEAVENWORTH, KANSAS, 6-1/2
 KE1501'MILES SOUTH OF PLATTE CITY, 3 MILES WEST OF THE KANSAS CITY
 KE1501'INTERNATIONAL AIRPORT AND ON PROPERTY OWNED BY W.H. KAMPHEFNER
 KE1501'WHOSE TELEPHONE NUMBER IS (816) 546-3425.  IT IS IN THE NW 1/4 OF
 KE1501'SEC 31, T 52 N, R 34 W.
 KE1501'
 KE1501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 92 AND STATE
 KE1501'ROAD N AT THE SOUTHEAST EDGE OF PLATTE CITY, GO SOUTH ON ROAD N FOR
 KE1501'4.2 MILES TO A SIDE ROAD LEFT, STATE ROAD D.  CONTINUE SOUTH ON
 KE1501'ROAD N FOR 2.6 MILES TO THE KAMPHEFNER HOME AND THE STATION ON THE
 KE1501'LEFT.  TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON
 KE1501'ROAD N FOR 0.25 MILE TO THE MARK ON THE LEFT AT THE CREST OF A
 KE1501'SMALL HILL.
 KE1501'
 KE1501'THE STATION MARK IS A STANDARD DISK, STAMPED KAMPHEFNER 1934, SET IN
 KE1501'THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT IS 1 INCH BELOW THE
 KE1501'GROUND SURFACE.  IT IS 102.3 FEET NORTHWEST OF A POWERLINE POLE
 KE1501'WITH AN ELECTRIC METER ATTACHED, 98.6 FEET NORTH OF THE NORTHWEST
 KE1501'CORNER OF A HOUSE, 56.0 FEET NORTH OF A DRIVEWAY AND 23.0 FEET
 KE1501'SOUTH OF A WITNESS POST SET IN A FENCE LINE.
 KE1501'
 KE1501'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KAMPHEFNER NO 1 1934,
 KE1501'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT PROJECTS 4
 KE1501'INCHES ABOVE THE GROUND SURFACE.  IT IS 21.0 FEET SOUTHWEST OF A
 KE1501'CURVE IN THE DRIVEWAY, 14.0 FEET EAST OF THE CENTER OF THE NORTH
 KE1501'END OF A STORM CAVE, 3.0 FEET SOUTH OF THE POWERLINE POLE WITH
 KE1501'THE METER AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KE1501'
 KE1501'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KAMPHEFNER NO 2 1934,
 KE1501'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH
 KE1501'THE GROUND.  IT IS 77.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 KE1501'OF THE HOUSE, 15.5 FEET SOUTH OF THE DRIVEWAY, 26.5 FEET WEST OF A
 KE1501'POWERLINE POLE AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 KE1501'STATION MARK.
 KE1501'
 KE1501'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KAMPHEFNER 1934 RESET
 KE1501'1958, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST, THAT IS
 KE1501'3 INCHES BELOW THE GROUND SURFACE.  IT IS 28.0 FEET EAST OF STATE
 KE1501'ROAD N, 1 FOOT EAST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE
 KE1501'ROAD AND AT THE EDGE OF A CULTIVATED FIELD.
 KE1501'
 KE1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES SOUTH
 KE1501'OF PLATTE CITY.
 KE1501'
 KE1501'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 FEET.
 KE1501
 KE1501                          STATION RECOVERY (1976)
 KE1501
 KE1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 KE1501'THE STATION MARK, REFERENCE MARKS 1, 2, 3, AND AZIMUTH MARK WERE
 KE1501'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1973.  THE
 KE1501'DIRECTIONS BETWEEN REFERENCE MARKS AND AZIMUTH MARK CHECKED THE 1973
 KE1501'DATA.  A SHORTER DISTANCE TO REFERENCE MARK 3 OF 0.16 FEET OR
 KE1501'0.039 METER WAS NOTED.  SHORTER DISTANCE TO REFERENCE MARK 1 OF
 KE1501'0.08 FEET WAS MEASURED.  LONGER DISTANCE TO REFERENCE MARK 2
 KE1501'OF 0.08 FEET WAS ALSO NOTED.
 KE1501'
 KE1501'THE 1973 RECOVERY NOTE IS ADEQUATE FOR STATION RECOVERY.
 KE1501'
 KE1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH OF
 KE1501'PLATTE CITY.
 KE1501
 KE1501                          STATION RECOVERY (1988)
 KE1501
 KE1501'RECOVERY NOTE BY WYANDOTTE COUNTY KANSAS 1988
 KE1501'RECOVERED IN GOOD CONDITION.
 KE1501
 KE1501                          STATION RECOVERY (1989)
 KE1501
 KE1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE1501'THE STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) EAST OF LEAVENWORTH,
 KE1501'KS, 10.5 KM (6.50 MI) SOUTH OF PLATTE CITY, 4.8 KM (3.00 MI) WEST OF
 KE1501'THE KANSAS CITY INTERNATIONAL AIRPORT, IN THE NORTHWEST 1/4 OF SECTION
 KE1501'31, T 52 N, R 34 W.  OWNERSHIP--W.H. KAMPHEFNER, PHONE (816)546-3425.
 KE1501'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 435 AND
 KE1501'STATE ROADS T AND N (EXIT 24), GO WEST ON ROAD T FOR 0.3 KM (0.20 MI)
 KE1501'TO THE JUNCTION OF ROAD N.  BEAR RIGHT AND GO NORTH ON ROAD N FOR 4.25
 KE1501'KM (2.65 MI) TO THE KAMPHEFNER HOME AND THE STATION ON THE RIGHT.
 KE1501'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 KE1501'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 31.18 M (102.3 FT)
 KE1501'NORTHWEST OF A POWERLINE POLE WITH AN ELECTRIC METER ATTACHED, 30.05 M
 KE1501'(98.6 FT) NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 17.1 M
 KE1501'(56.1 FT) NORTH OF A DRIVEWAY AND 7.0 M (23.0 FT) SOUTH OF A METAL
 KE1501'WITNESS POST IN A FENCE LINE.
 KE1501'DESCRIBED BY H.J. SKELLEY, TYPED BY HJS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1504 ***********************************************************************
 KE1504  DESIGNATION -  KAMPHEFNER AZ MK RESET
 KE1504  PID         -  KE1504
 KE1504  STATE/COUNTY-  MO/PLATTE
 KE1504  USGS QUAD   -  PLATTE CITY (1975)
 KE1504
 KE1504                         *CURRENT SURVEY CONTROL
 KE1504  ___________________________________________________________________
 KE1504* NAD 83(1997)-  39 16 36.30023(N)    094 46 12.70711(W)     ADJUSTED  
 KE1504* NAVD 88     -       302.2    (meters)     991.     (feet)  VERTCON   
 KE1504  ___________________________________________________________________
 KE1504  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 KE1504  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE1504
 KE1504  HORZ ORDER  -  SECOND
 KE1504
 KE1504.The horizontal coordinates were established by classical geodetic methods
 KE1504.and adjusted by the National Geodetic Survey in February 2000..
 KE1504
 KE1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1504
 KE1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1504
 KE1504.The geoid height was determined by GEOID03.
 KE1504
 KE1504;                    North         East     Units Scale Factor Converg.
 KE1504;SPC MO W     -   345,206.658   826,686.664   MT  0.99994787   -0 10 15.8
 KE1504;UTM  15      - 4,348,982.071   347,309.633   MT  0.99988707   -1 07 15.1
 KE1504
 KE1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1504!SPC MO W     -   0.99995768  x   0.99994787  =   0.99990555
 KE1504!UTM  15      -   0.99995768  x   0.99988707  =   0.99984475
 KE1504
 KE1504:                Primary Azimuth Mark                     Grid Az
 KE1504:SPC MO W     -  KAMPHEFNER                               006 46 32.4
 KE1504:UTM  15      -  KAMPHEFNER                               007 43 31.7
 KE1504
 KE1504|---------------------------------------------------------------------|
 KE1504| PID    Reference Object                     Distance      Geod. Az  |
 KE1504|                                                           dddmmss.s |
 KE1504| KE1501 KAMPHEFNER                          425.238 METERS 0063616.6 |
 KE1504| KE1503 KAMPHEFNER RM 3                     457.455 METERS 0091550.5 |
 KE1504|---------------------------------------------------------------------|
 KE1504
 KE1504                          SUPERSEDED SURVEY CONTROL
 KE1504
 KE1504  NAD 83(1997)-  39 16 36.30012(N)    094 46 12.70716(W) AD(       ) 2
 KE1504  NAD 83(1997)-  39 16 36.30899(N)    094 46 12.70204(W) AD(       ) 2
 KE1504  NAD 83(1986)-  39 16 36.30969(N)    094 46 12.70137(W) AD(       ) 2
 KE1504  NAD 27      -  39 16 36.30341(N)    094 46 11.84258(W) AD(       ) 2
 KE1504  NGVD 29 (07/19/86)  302.1    (m)          991.     (f) VERT ANG       
 KE1504
 KE1504.Superseded values are not recommended for survey control.
 KE1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1504.See file dsdata.txt to determine how the superseded data were derived.
 KE1504
 KE1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4731048982(NAD 83)
 KE1504_MARKER: DZ = AZIMUTH MARK DISK
 KE1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1504+STABILITY: SURFACE MOTION
 KE1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1504+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 KE1504
 KE1504  HISTORY     - Date     Condition        Report By
 KE1504  HISTORY     - 1973     MONUMENTED       NGS
 KE1504  HISTORY     - 20060415 GOOD             GEOCAC
 KE1504
 KE1504                          STATION DESCRIPTION
 KE1504
 KE1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KE1504'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KAMPHEFNER 1934 RESET
 KE1504'1958, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 KE1504'FLUSH WITH THE GROUND.  IT IS 61.5 FEET SOUTHEAST OF A POWER LINE
 KE1504'POLE, 28.0 FEET EAST OF THE CENTER OF THE COUNTY ROAD, 0.8 FEET
 KE1504'EAST OF A WITNESS POST AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 KE1504'TO REACH THE AZIMUTH
 KE1504'MARK FROM THIS POINT, CONTINUE SOUTH ON COUNTY ROAD N FOR 0.25
 KE1504'MILE TO THE TOP OF THE NEXT HILL AND THE MARK ON THE LEFT.
 KE1504
 KE1504                          STATION RECOVERY (2006)
 KE1504
 KE1504'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1503 ***********************************************************************
 KE1503  DESIGNATION -  KAMPHEFNER RM 3
 KE1503  PID         -  KE1503
 KE1503  STATE/COUNTY-  MO/PLATTE
 KE1503  USGS QUAD   -  PLATTE CITY (1975)
 KE1503
 KE1503                         *CURRENT SURVEY CONTROL
 KE1503  ___________________________________________________________________
 KE1503* NAD 83(1997)-  39 16 50.94033(N)    094 46 09.63449(W)     ADJUSTED  
 KE1503* NAVD 88     -       303.6    (meters)     996.     (feet)  VERTCON   
 KE1503  ___________________________________________________________________
 KE1503  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 KE1503  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KE1503
 KE1503  HORZ ORDER  -  SECOND
 KE1503
 KE1503.The horizontal coordinates were established by classical geodetic methods
 KE1503.and adjusted by the National Geodetic Survey in February 2000..
 KE1503
 KE1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1503
 KE1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1503
 KE1503.The geoid height was determined by GEOID03.
 KE1503
 KE1503;                    North         East     Units Scale Factor Converg.
 KE1503;SPC MO W     -   345,657.900   826,761.650   MT  0.99994782   -0 10 13.9
 KE1503;UTM  15      - 4,349,431.981   347,392.085   MT  0.99988676   -1 07 13.5
 KE1503
 KE1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1503!SPC MO W     -   0.99995746  x   0.99994782  =   0.99990528
 KE1503!UTM  15      -   0.99995746  x   0.99988676  =   0.99984422
 KE1503
 KE1503|---------------------------------------------------------------------|
 KE1503| PID    Reference Object                     Distance      Geod. Az  |
 KE1503|                                                           dddmmss.s |
 KE1503| CL7211 KAMPHEFNER RM 1                      51.024 METERS 18140     |
 KE1503| KE1504 KAMPHEFNER AZ MK RESET              457.455 METERS 1891552.5 |
 KE1503| KE1501 KAMPHEFNER                           38.170 METERS 22023     |
 KE1503| CL7212 KAMPHEFNER RM 2                      70.223 METERS 22240     |
 KE1503| KE1507 LEAVENWORTH VA HOSP WATER TK        APPROX.10.4 KM 2705109.8 |
 KE1503|---------------------------------------------------------------------|
 KE1503
 KE1503                          SUPERSEDED SURVEY CONTROL
 KE1503
 KE1503  NAD 83(1997)-  39 16 50.94009(N)    094 46 09.63477(W) AD(       ) 2
 KE1503  NAD 83(1997)-  39 16 50.94907(N)    094 46 09.62939(W) AD(       ) 2
 KE1503  NAD 83(1986)-  39 16 50.94978(N)    094 46 09.62869(W) AD(       ) 2
 KE1503  NAD 27      -  39 16 50.94421(N)    094 46 08.76907(W) AD(       ) 2
 KE1503  NGVD 29 (07/19/86)  303.5    (m)          996.     (f) VERT ANG       
 KE1503
 KE1503.Superseded values are not recommended for survey control.
 KE1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1503.See file dsdata.txt to determine how the superseded data were derived.
 KE1503
 KE1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4739249432(NAD 83)
 KE1503_MARKER: DR = REFERENCE MARK DISK
 KE1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1503+STABILITY: SURFACE MOTION
 KE1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1503+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KE1503
 KE1503  HISTORY     - Date     Condition        Report By
 KE1503  HISTORY     - 1976     MONUMENTED       NGS
 KE1503  HISTORY     - 1986     GOOD
 KE1503
 KE1503                          STATION DESCRIPTION
 KE1503
 KE1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 KE1503'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHEAST OF
 KE1503'LEVENWORTH, KANSAS, 6-1/2 MILES SOUTH OF PLATTE CITY, 3 MILES WEST
 KE1503'OF THE KANSAS CITY INTERNATIONAL AIRPORT AND ON THE PROPERTY OF
 KE1503'MR. F. L. KAMPHEFNER, ROUTE 2, BOX 189, PLATTE CITY, MISSOURI.
 KE1503'MR. KAMPHEFNER LIVES AT THE STATION SITE.  THE STATION MARK WAS
 KE1503'USED AS THE ANTENNA SITE FOR GEOCEIVER STATION 52029.
 KE1503'
 KE1503'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 92 AND
 KE1503'COUNTY ROAD N, ON THE SOUTH SIDE OF PLATTE CITY, GO SOUTH ON
 KE1503'COUNTY ROAD N FOR 4.2 MILES TO A PAVED SIDEROAD ON THE LEFT.
 KE1503'COUNTY ROAD D, CONTINUE SOUTH ON COUNTY ROAD N FOR 2.5 MILES TO THE
 KE1503'TOP OF A HILL AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 KE1503'MARK FROM THIS POINT, CONTINUE SOUTH ON COUNTY ROAD N FOR 0.25
 KE1503'MILE TO THE TOP OF THE NEXT HILL AND THE MARK ON THE LEFT.
 KE1503'
 KE1503'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 KE1503'KAMPHEFNER 1934 NO 3 1973, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KE1503'MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 199.0
 KE1503'FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, 146.5 FEET NORTH OF
 KE1503'THE CENTER OF A DRIVEWAY, 129.0 FEET NORTHWEST OF THE NORTHWEST
 KE1503'CORNER OF A BARN, 71.0 FEET NORTH OF AN EAST-WEST FENCE AND 58.0
 KE1503'FEET WEST OF A NORTH-SOUTH FENCE.  AN UNDERGROUND MARK IS
 KE1503'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 KE1503'SURFACE.
 KE1503'
 KE1503'KAMPHEFNER 1934 IS A STANDARD DISK STAMPED KAMPHEFNER 1934, SET IN
 KE1503'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KE1503'GROUND.  IT IS 184.5 FEET EAST OF THE CENTER OF COUNTY ROAD N, 98.5
 KE1503'FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 56.5 FEET NORTH
 KE1503'OF THE CENTER OF A GRAVELED DRIVEWAY AND 23.5 FEET SOUTH OF A
 KE1503'WITNESS POST SET IN A WIRE FENCE LINE.  THE UNDERGROUND MARK IS
 KE1503'SET IN AN IRREGULAR MASS OF CONCRETE.
 KE1503'
 KE1503'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KAMPHEFNER NO 1 1934,
 KE1503'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 KE1503'INCHES.  IT IS 48.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KE1503'HOUSE, 20.5 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 3.5 FEET
 KE1503'SOUTH OF A POWER LINE POLE AND ABOUT 1 FOOT LOWER THAN THE STATION
 KE1503'MARK.
 KE1503'
 KE1503'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KAMPHEFNER NO 2 1934,
 KE1503'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 KE1503'WITH THE GROUND.  IT IS 110.0 FEET EAST OF THE CENTER OF THE
 KE1503'COUNTY ROAD, 76.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 KE1503'THE HOUSE, 15.0 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND ABOUT
 KE1503'1 FOOT LOWER THAN THE STATION.
 KE1503'
 KE1503'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KAMPHEFNER 1934 RESET
 KE1503'1958, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 KE1503'FLUSH WITH THE GROUND.  IT IS 61.5 FEET SOUTHEAST OF A POWER LINE
 KE1503'POLE, 28.0 FEET EAST OF THE CENTER OF THE COUNTY ROAD, 0.8 FEET
 KE1503'EAST OF A WITNESS POST AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 KE1503'
 KE1503'NEAREST TOWN--PLATTE CITY.
 KE1503
 KE1503                          STATION RECOVERY (1986)
 KE1503
 KE1503'RECOVERED 1986
 KE1503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1311 ***********************************************************************
 KE1311  DESIGNATION -  KANSAS C MINNEAPOLIS AWY BN 4
 KE1311  PID         -  KE1311
 KE1311  STATE/COUNTY-  MO/DE KALB
 KE1311  USGS QUAD   -  FORDHAM (1983)
 KE1311
 KE1311                         *CURRENT SURVEY CONTROL
 KE1311  ___________________________________________________________________
 KE1311* NAD 83(1997)-  39 45 54.56162(N)    094 22 29.14910(W)     ADJUSTED  
 KE1311* NAVD 88     -                                                        
 KE1311  ___________________________________________________________________
 KE1311  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 KE1311  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE1311
 KE1311  HORZ ORDER  -  THIRD
 KE1311
 KE1311.The horizontal coordinates were established by classical geodetic methods
 KE1311.and adjusted by the National Geodetic Survey in February 2000..
 KE1311
 KE1311
 KE1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1311
 KE1311.The geoid height was determined by GEOID03.
 KE1311
 KE1311;                    North         East     Units Scale Factor Converg.
 KE1311;SPC MO W     -   399,401.655   860,730.332   MT  0.99994259   +0 04 48.4
 KE1311;UTM  15      - 4,402,596.071   382,247.491   MT  0.99977070   -0 52 46.0
 KE1311
 KE1311                          SUPERSEDED SURVEY CONTROL
 KE1311
 KE1311  NAD 83(1997)-  39 45 54.56182(N)    094 22 29.14980(W) AD(       ) 4
 KE1311  NAD 83(1997)-  39 45 54.56212(N)    094 22 29.15023(W) AD(       ) 4
 KE1311  NAD 83(1986)-  39 45 54.56504(N)    094 22 29.14664(W) AD(       ) 4
 KE1311  NAD 27      -  39 45 54.56700(N)    094 22 28.32700(W) AD(       ) 3
 KE1311
 KE1311.Superseded values are not recommended for survey control.
 KE1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1311.See file dsdata.txt to determine how the superseded data were derived.
 KE1311
 KE1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE8224702596(NAD 83)
 KE1311_MARKER: 22 = AIRWAY BEACON
 KE1311
 KE1311  HISTORY     - Date     Condition        Report By
 KE1311  HISTORY     - 1948     FIRST OBSERVED   CGS
 KE1311
 KE1311                          STATION DESCRIPTION
 KE1311
 KE1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1311'THE BEACON IS LOCATED ABOUT 1.5 MILE NORTHEAST OF OSBORN, IN THE
 KE1311'SOUTHWEST SECTION OF AN AIRFIELD.  IT IS 20 FEET NORTH OF A SMALL
 KE1311'HOUSE AND 100 FEET EAST OF A NORTH-SOUTH COUNTY ROAD.  IT IS A
 KE1311'REVOLVING LIGHT SET ATOP THE CENTER OF A FOUR LEGGED STEEL
 KE1311'STRUCTURE.  IT IS 50 FEET HIGH.  THE POINT OBSERVED UPON WAS THE
 KE1311'LIGHT.
 KE1311'
 KE1311'TO REACH THE BEACON FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KE1311'STATE HIGHWAY 33, 1 MILE NORTH OF OSBORN, GO WEST ON U.S. HIGHWAY
 KE1311'36 AND STATE HIGHWAY 33 FOR 1.0 MILE, TURN RIGHT, NORTH, AND GO
 KE1311'0.3 MILE TO THE BEACON ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1436 ***********************************************************************
 KE1436  DESIGNATION -  KANSAS CITY AMERICAN CAN CO TK
 KE1436  PID         -  KE1436
 KE1436  STATE/COUNTY-  MO/CLAY
 KE1436  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1436
 KE1436                         *CURRENT SURVEY CONTROL
 KE1436  ___________________________________________________________________
 KE1436* NAD 83(1997)-  39 08 01.01952(N)    094 34 12.00545(W)     ADJUSTED  
 KE1436* NAVD 88     -                                                        
 KE1436  ___________________________________________________________________
 KE1436  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KE1436  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE1436
 KE1436  HORZ ORDER  -  THIRD
 KE1436
 KE1436.The horizontal coordinates were established by classical geodetic methods
 KE1436.and adjusted by the National Geodetic Survey in February 2000..
 KE1436
 KE1436
 KE1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1436
 KE1436.The geoid height was determined by GEOID03.
 KE1436
 KE1436;                    North         East     Units Scale Factor Converg.
 KE1436;SPC MO W     -   329,284.527   843,947.798   MT  0.99994163   -0 02 39.0
 KE1436;SPC KS N     -    94,455.951   696,485.698   MT  0.99995893   +2 10 12.8
 KE1436;UTM  15      - 4,332,777.860   364,303.387   MT  0.99982673   -0 59 27.7
 KE1436
 KE1436                          SUPERSEDED SURVEY CONTROL
 KE1436
 KE1436  NAD 83(1997)-  39 08 01.01952(N)    094 34 12.00547(W) AD(       ) 4
 KE1436  NAD 83(1986)-  39 08 01.02671(N)    094 34 12.00027(W) AD(       ) 4
 KE1436  NAD 27      -  39 08 01.01164(N)    094 34 11.15931(W) AD(       ) 3
 KE1436
 KE1436.Superseded values are not recommended for survey control.
 KE1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1436.See file dsdata.txt to determine how the superseded data were derived.
 KE1436
 KE1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6430332778(NAD 83)
 KE1436_MARKER: 53 = ELEVATED TANK
 KE1436
 KE1436  HISTORY     - Date     Condition        Report By
 KE1436  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1436  HISTORY     - 1946     GOOD             CGS
 KE1436  HISTORY     - 1972     GOOD             NGS
 KE1436  HISTORY     - 20020114 GOOD             NGS
 KE1436  HISTORY     - 20051210 GOOD             GEOCAC
 KE1436
 KE1436                          STATION DESCRIPTION
 KE1436
 KE1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1436'THIS STATION IS THE TANK ON THE MAIN BUILDING OF THE AMERICAN
 KE1436'CAN COMPANY, IN NORTH KANSAS CITY, MISSOURI.  IT IS LOCATED AT
 KE1436'911 FOURTEENTH AVENUE, ABOUT 80 FEET S OF FOURTEENTH AVENUE AND
 KE1436'ABOUT 240 FEET E OF THE E SIDE OF THE MAIN BUILDING OF THE COOK
 KE1436'PAINT AND VARNISH COMPANY.  THE TANK WAS ERECTED IN 1917 AND IS
 KE1436'VERY PROMINENT.
 KE1436'
 KE1436'THE TANK SETS ON A BLACK METAL FRAMEWORK ON THE CENTER OF THE
 KE1436'BUILDING.  THE BUILDING IS ABOUT 100 FEET HIGH AND THE FRAMEWORK
 KE1436'IS ABOUT 20 FEET HIGH.  AN OVAL SECTION EXTENDS DOWNWARD TOWARD
 KE1436'THE ROOF ABOUT 10 FEET.  THE SILVER VERTICAL SECTION IS ABOUT
 KE1436'20 FEET HIGH AND HAS THE WORDS AMERICAN CAN COMPANY PAINTED IN
 KE1436'BLACK LETTERS ON THE N AND S SIDES.  THE BLACK CONICAL ROOF HAS
 KE1436'PROJECTING EAVES AND A BLACK BALL AT ITS APEX.  THE TOTAL
 KE1436'HEIGHT IS ABOUT 130 FEET.
 KE1436
 KE1436                          STATION RECOVERY (1946)
 KE1436
 KE1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RGH)
 KE1436'THE DESCRIPTION IS ADEQUATE.
 KE1436
 KE1436                          STATION RECOVERY (1972)
 KE1436
 KE1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1436'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS
 KE1436'ADEQUATE.  THE TANK AND FRAME IS PAINTED SILVER AND HAS AMERICAN CAN
 KE1436'CO LETTERED IN RED ON THE EAST AND WEST SIDES.
 KE1436
 KE1436                          STATION RECOVERY (2002)
 KE1436
 KE1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1436'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1436
 KE1436                          STATION RECOVERY (2005)
 KE1436
 KE1436'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1436'TANK IS FADED SILVER AND UNPAINTED METAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1945 ***********************************************************************
 JE1945  DESIGNATION -  KANSAS CITY BLENHEIM SCH STACK
 JE1945  PID         -  JE1945
 JE1945  STATE/COUNTY-  MO/JACKSON
 JE1945  USGS QUAD   -  GRANDVIEW (1991)
 JE1945
 JE1945                         *CURRENT SURVEY CONTROL
 JE1945  ___________________________________________________________________
 JE1945* NAD 83(1997)-  38 59 55.13061(N)    094 33 30.44948(W)     ADJUSTED  
 JE1945* NAVD 88     -                                                        
 JE1945  ___________________________________________________________________
 JE1945  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JE1945  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JE1945
 JE1945  HORZ ORDER  -  THIRD
 JE1945
 JE1945.The horizontal coordinates were established by classical geodetic methods
 JE1945.and adjusted by the National Geodetic Survey in February 2000..
 JE1945
 JE1945
 JE1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1945
 JE1945.The geoid height was determined by GEOID03.
 JE1945
 JE1945;                    North         East     Units Scale Factor Converg.
 JE1945;SPC MO W     -   314,300.866   844,936.179   MT  0.99994149   -0 02 12.4
 JE1945;SPC KS N     -    79,521.359   698,052.311   MT  0.99996648   +2 10 39.0
 JE1945;UTM  15      - 4,317,781.670   365,044.304   MT  0.99982427   -0 58 51.2
 JE1945
 JE1945                          SUPERSEDED SURVEY CONTROL
 JE1945
 JE1945  NAD 83(1997)-  38 59 55.13060(N)    094 33 30.44949(W) AD(       ) 4
 JE1945  NAD 83(1986)-  38 59 55.13644(N)    094 33 30.44561(W) AD(       ) 4
 JE1945  NAD 27      -  38 59 55.11296(N)    094 33 29.60860(W) AD(       ) 3
 JE1945
 JE1945.Superseded values are not recommended for survey control.
 JE1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1945.See file dsdata.txt to determine how the superseded data were derived.
 JE1945
 JE1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6504417782(NAD 83)
 JE1945_MARKER: 63 = STACK
 JE1945
 JE1945  HISTORY     - Date     Condition        Report By
 JE1945  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1945  HISTORY     - 20010331 GOOD             NGS
 JE1945  HISTORY     - 20041129 GOOD             GEOCAC
 JE1945
 JE1945                          STATION DESCRIPTION
 JE1945
 JE1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1945'THIS STATION IS THE STACK ON THE BLENHEIM SCHOOL AT SEVENTIETH
 JE1945'STREET AND PROSPECT AVENUE, IN KANSAS CITY, MISSOURI.  IT IS ABOUT
 JE1945'80 FEET S OF THE CENTER LINE OF SEVENTIETH STREET, ABOUT 140 FEET
 JE1945'W OF THE CENTER LINE OF PROSPECT AVENUE.  THE BUILDING WAS
 JE1945'ERECTED IN 1924.  THE STACK IS NOT ESPECIALLY PROMINENT.
 JE1945'
 JE1945'THE STACK IS MADE OF RED BRICK AND SETS ON THE LOW SECTION OF THE
 JE1945'BUILDING AT THE REAR OF THE SCHOOL.  THIS SECTION IS ABOUT 15 FEET
 JE1945'HIGH.  THE STACK HAS WHITE ORNAMENTS ON EACH SIDE HALF-WAY UP,
 JE1945'AND A WHITE LEDGE AROUND IT NEAR THE TOP.  THE STACK HAS A COLLAR
 JE1945'AT ITS TOP.  THE TOTAL HEIGHT IS ABOUT 130 FEET.
 JE1945
 JE1945                          STATION RECOVERY (2001)
 JE1945
 JE1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JE1945'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JE1945
 JE1945                          STATION RECOVERY (2004)
 JE1945
 JE1945'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 JE1945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1454 ***********************************************************************
 KE1454  DESIGNATION -  KANSAS CITY BLESSED SAC CH CUP
 KE1454  PID         -  KE1454
 KE1454  STATE/COUNTY-  MO/JACKSON
 KE1454  USGS QUAD   -  KANSAS CITY (1991)
 KE1454
 KE1454                         *CURRENT SURVEY CONTROL
 KE1454  ___________________________________________________________________
 KE1454* NAD 83(1997)-  39 03 18.48522(N)    094 32 54.04965(W)     ADJUSTED  
 KE1454* NAVD 88     -                                                        
 KE1454  ___________________________________________________________________
 KE1454  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 KE1454  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE1454
 KE1454  HORZ ORDER  -  THIRD
 KE1454
 KE1454.The horizontal coordinates were established by classical geodetic methods
 KE1454.and adjusted by the National Geodetic Survey in February 2000..
 KE1454
 KE1454
 KE1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1454
 KE1454.The geoid height was determined by GEOID03.
 KE1454
 KE1454;                    North         East     Units Scale Factor Converg.
 KE1454;SPC MO W     -   320,570.988   845,815.361   MT  0.99994139   -0 01 49.7
 KE1454;SPC KS N     -    85,820.913   698,688.587   MT  0.99996265   +2 11 02.1
 KE1454;UTM  15      - 4,324,035.702   366,026.625   MT  0.99982101   -0 58 32.6
 KE1454
 KE1454                          SUPERSEDED SURVEY CONTROL
 KE1454
 KE1454  NAD 83(1997)-  39 03 18.48523(N)    094 32 54.04966(W) AD(       ) 4
 KE1454  NAD 83(1986)-  39 03 18.49134(N)    094 32 54.04510(W) AD(       ) 4
 KE1454  NAD 27      -  39 03 18.47151(N)    094 32 53.20879(W) AD(       ) 3
 KE1454
 KE1454.Superseded values are not recommended for survey control.
 KE1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1454.See file dsdata.txt to determine how the superseded data were derived.
 KE1454
 KE1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6602724036(NAD 83)
 KE1454_MARKER: 86 = CUPOLA
 KE1454
 KE1454  HISTORY     - Date     Condition        Report By
 KE1454  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1454  HISTORY     - 20010331 GOOD             NGS
 KE1454  HISTORY     - 20041203 GOOD             GEOCAC
 KE1454
 KE1454                          STATION DESCRIPTION
 KE1454
 KE1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1454'THIS STATION IS THE CUPOLA ON THE BLESSED SACRAMENT CHURCH,
 KE1454'THIRTY-NINTH AND AGNES AVENUE, KANSAS CITY, MISSOURI.  THE
 KE1454'CUPOLA IS ABOUT 132 FEET W OF THE CENTER LINE OF BELLEFONTAINE
 KE1454'AVENUE, ABOUT 45 FEET S OF THE CENTER LINE OF THIRTY-NINTH STREET
 KE1454'AND ABOUT 180 FEET E OF THE CENTER LINE OF AGNES AVENUE.  IT WAS
 KE1454'ERECTED IN 1926 AND IS VERY PROMINENT.
 KE1454'
 KE1454'THE CUPOLA RESTS ON A STONE TOWER ABOUT 100 FEET HIGH.  THIS
 KE1454'TOWER HAS TWO ARCHED GLAZED WINDOWS ON EACH SIDE ABOUT
 KE1454'TWO-THIRDS THE WAY UP.  THE CUPOLA IS MADE OF GRAY STONE WITH
 KE1454'THREE ARCHED OPENINGS ON EACH SIDE.  THIS SECTION IS ABOUT 25
 KE1454'FEET HIGH.  THE FLAT FOUR-SIDED TRIANGULAR RED ROOF HAS A
 KE1454'BLACK LATIN CROSS AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 135
 KE1454'FEET.
 KE1454
 KE1454                          STATION RECOVERY (2001)
 KE1454
 KE1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1454'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1454
 KE1454                          STATION RECOVERY (2004)
 KE1454
 KE1454'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 KE1454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1465 ***********************************************************************
 KE1465  DESIGNATION -  KANSAS CITY CATH CATHEDRAL CUP
 KE1465  PID         -  KE1465
 KE1465  STATE/COUNTY-  MO/JACKSON
 KE1465  USGS QUAD   -  KANSAS CITY (1991)
 KE1465
 KE1465                         *CURRENT SURVEY CONTROL
 KE1465  ___________________________________________________________________
 KE1465* NAD 83(1997)-  39 06 03.23430(N)    094 35 21.28586(W)     ADJUSTED  
 KE1465* NAVD 88     -                                                        
 KE1465  ___________________________________________________________________
 KE1465  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 KE1465  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1465
 KE1465  HORZ ORDER  -  THIRD
 KE1465
 KE1465.The horizontal coordinates were established by classical geodetic methods
 KE1465.and adjusted by the National Geodetic Survey in February 2000..
 KE1465
 KE1465
 KE1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1465
 KE1465.The geoid height was determined by GEOID03.
 KE1465
 KE1465;                    North         East     Units Scale Factor Converg.
 KE1465;SPC MO W     -   325,653.908   842,280.379   MT  0.99994191   -0 03 22.6
 KE1465;SPC KS N     -    90,763.551   694,959.778   MT  0.99996025   +2 09 28.9
 KE1465;UTM  15      - 4,329,175.685   362,576.415   MT  0.99983254   -1 00 08.9
 KE1465
 KE1465                          SUPERSEDED SURVEY CONTROL
 KE1465
 KE1465  NAD 83(1997)-  39 06 03.23430(N)    094 35 21.28588(W) AD(       ) 4
 KE1465  NAD 83(1986)-  39 06 03.24140(N)    094 35 21.28168(W) AD(       ) 4
 KE1465  NAD 27      -  39 06 03.22426(N)    094 35 20.43990(W) AD(       ) 3
 KE1465
 KE1465.Superseded values are not recommended for survey control.
 KE1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1465.See file dsdata.txt to determine how the superseded data were derived.
 KE1465
 KE1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6257629176(NAD 83)
 KE1465_MARKER: 86 = CUPOLA
 KE1465
 KE1465  HISTORY     - Date     Condition        Report By
 KE1465  HISTORY     - 1884     FIRST OBSERVED   CGS
 KE1465  HISTORY     - 1935     GOOD             CGS
 KE1465  HISTORY     - 1946     GOOD             CGS
 KE1465  HISTORY     - 1946     GOOD             CGS
 KE1465  HISTORY     - 1964     GOOD             CGS
 KE1465  HISTORY     - 1972     GOOD             NGS
 KE1465  HISTORY     - 1983     GOOD             NGS
 KE1465  HISTORY     - 20050820 GOOD             GEOCAC
 KE1465
 KE1465                          STATION DESCRIPTION
 KE1465
 KE1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KE1465'LOCATED ON S SIDE OF 11TH STREET BETWEEN BROADWAY AND WASHINGTON
 KE1465'STREET, ABOVE N END OF CHURCH AND ABOUT 70 FEET S OF CENTER
 KE1465'LINE OF 11TH STREET.  SPIRE AND CHURCH ARE STILL IN PLACE
 KE1465'AND IN GOOD CONDITION.
 KE1465
 KE1465                          STATION RECOVERY (1946)
 KE1465
 KE1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RGH)
 KE1465'THIS INTERSECTION STATION, WHICH WAS NOT ORIGINALLY DESCRIBED, IS
 KE1465'THE CUPOLA OF THE CATHOLIC CATHEDRAL.  THE CHURCH IS NOW KNOWN
 KE1465'AS THE CHURCH OF THE IMMACULATE CONCEPTION AND IS LOCATED ON
 KE1465'11TH STREET, BETWEEN BROADWAY AND WASHINGTON STREET, IN KANSAS
 KE1465'CITY, MISSOURI.  IT IS ABOUT 350 FEET W OF BROADWAY AND ABOUT
 KE1465'40 FEET S OF THE CENTER LINE OF 11TH STREET.  IT WAS ERECTED IN
 KE1465'1873 AND IS QUITE PROMINENT.
 KE1465'
 KE1465'THE BASE OF THE STATION IS A RED BRICK TOWER ABOUT 60 FEET
 KE1465'HIGH AT THE N END OF THE CHURCH.  ABOVE THIS THERE IS A
 KE1465'SMALLER TOWER WITH AN ARCHED LOUVRED WINDOW ON EACH SIDE
 KE1465'IN THE CENTER AND A SMALL ROUND WINDOW AT THE TOP, OVER WHICH
 KE1465'THERE IS AN ORNAMENTAL GREY GABLE.  THIS SECTION IS ABOUT
 KE1465'50 FEET HIGH.  THE ROOF OF THIS TOWER IS A 4-SIDED GREY
 KE1465'DOME ABOUT 50 FEET HIGH.  ON THIS DOME THERE IS A GREY
 KE1465'CUPOLA WITH A BLACK-RAILED OBSERVATION PLATFORM AT ITS
 KE1465'BASE.  ABOVE THIS 15-FOOT CUPOLA THERE IS A OCTAGONAL STUBBY
 KE1465'SPIRE ABOUT 10 FEET HIGH WITH A PLATE AND GOLD LATIN CROSS
 KE1465'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 160 FEET.
 KE1465
 KE1465                          STATION RECOVERY (1946)
 KE1465
 KE1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RGH)
 KE1465'THE DESCRIPTION IS ADEQUATE.
 KE1465
 KE1465                          STATION RECOVERY (1964)
 KE1465
 KE1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 KE1465'STATION WAS RECOVERED AS DESCRIBED BY GEORGE JOHNSON, 1935.
 KE1465
 KE1465                          STATION RECOVERY (1972)
 KE1465
 KE1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1465'THE STATION, KANSAS CITY CATHOLIC CATHEDRAL CUPOLA 1934, WAS
 KE1465'RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS ADEQUATE.
 KE1465
 KE1465                          STATION RECOVERY (1983)
 KE1465
 KE1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB)
 KE1465'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KE1465'
 KE1465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KANSAS CITY.
 KE1465
 KE1465                          STATION RECOVERY (2005)
 KE1465
 KE1465'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1465' 
 KE1465' 
 KE1465' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1139 ***********************************************************************
 KD1139  DESIGNATION -  KANSAS CITY CHICAGO AWY BN 10B
 KD1139  PID         -  KD1139
 KD1139  STATE/COUNTY-  MO/LINN
 KD1139  USGS QUAD   -  NEW BOSTON (1979)
 KD1139
 KD1139                         *CURRENT SURVEY CONTROL
 KD1139  ___________________________________________________________________
 KD1139* NAD 83(1997)-  39 57 02.40143(N)    092 51 24.22857(W)     ADJUSTED  
 KD1139* NAVD 88     -                                                        
 KD1139  ___________________________________________________________________
 KD1139  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 KD1139  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KD1139
 KD1139  HORZ ORDER  -  THIRD
 KD1139
 KD1139.The horizontal coordinates were established by classical geodetic methods
 KD1139.and adjusted by the National Geodetic Survey in February 2000..
 KD1139
 KD1139
 KD1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1139
 KD1139.The geoid height was determined by GEOID03.
 KD1139
 KD1139;                    North         East     Units Scale Factor Converg.
 KD1139;SPC MO C     -   457,032.096   469,517.523   MT  0.99994477   -0 13 44.6
 KD1139;UTM  15      - 4,422,291.594   512,238.269   MT  0.99960184   +0 05 31.2
 KD1139
 KD1139                          SUPERSEDED SURVEY CONTROL
 KD1139
 KD1139  NAD 83(1997)-  39 57 02.40350(N)    092 51 24.23202(W) AD(       ) 4
 KD1139  NAD 83(1986)-  39 57 02.40477(N)    092 51 24.23511(W) AD(       ) 4
 KD1139  NAD 27      -  39 57 02.29500(N)    092 51 23.53500(W) AD(       ) 3
 KD1139
 KD1139.Superseded values are not recommended for survey control.
 KD1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1139.See file dsdata.txt to determine how the superseded data were derived.
 KD1139
 KD1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE1223822292(NAD 83)
 KD1139_MARKER: 22 = AIRWAY BEACON
 KD1139
 KD1139  HISTORY     - Date     Condition        Report By
 KD1139  HISTORY     - 1934     FIRST OBSERVED   CGS
 KD1139
 KD1139                          STATION DESCRIPTION
 KD1139
 KD1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1139'THIS STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON TOP OF
 KD1139'THE SKELETON STEEL TOWER WHICH IS AIRWAY BEACON NO. 10 B ON THE
 KD1139'KANSAS CITY-CHICAGO AIRWAY.
 KD1139'
 KD1139'THE BEACON IS ABOUT 17 MILES NORTHEAST OF BROOKFIELD NEAR THE
 KD1139'TOWN OF NEW BOSTON.  IT IS ON OR NEAR THE LINN-MACON COUNTY LINE.
 KD1139'
 KD1139'THE STATION WAS NOT VISITED FOR A COMPLETE DESCRIPTION.
 KD1139'
 KD1139'LINN COUNTY- 14 MILES NORTH OF BUCKLIN, MISSOURI, IN SW 1/4,
 KD1139'SE 1/4 SEC. 1, T 59 N, R 18 W, ON LAND OWNED BY GERTRUDE WILLIAMS
 KD1139'OF NEW BOSTON, MO. (THIS INFORMATION WAS SECURED FROM ENG. DIV.,
 KD1139'BUREAU OF AERONAUTICS, DEPT. OF COMMERCE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1145 ***********************************************************************
 KD1145  DESIGNATION -  KANSAS CITY CHICAGO AWY BN 10
 KD1145  PID         -  KD1145
 KD1145  STATE/COUNTY-  MO/LINN
 KD1145  USGS QUAD   -  BUCKLIN NW (1979)
 KD1145
 KD1145                         *CURRENT SURVEY CONTROL
 KD1145  ___________________________________________________________________
 KD1145* NAD 83(1997)-  39 53 52.48270(N)    092 58 26.58974(W)     ADJUSTED  
 KD1145* NAVD 88     -                                                        
 KD1145  ___________________________________________________________________
 KD1145  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 KD1145  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD1145
 KD1145  HORZ ORDER  -  THIRD
 KD1145
 KD1145.The horizontal coordinates were established by classical geodetic methods
 KD1145.and adjusted by the National Geodetic Survey in February 2000..
 KD1145
 KD1145
 KD1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1145
 KD1145.The geoid height was determined by GEOID03.
 KD1145
 KD1145;                    North         East     Units Scale Factor Converg.
 KD1145;SPC MO C     -   451,221.545   459,461.211   MT  0.99995356   -0 18 14.7
 KD1145;UTM  15      - 4,416,426.856   502,218.148   MT  0.99960006   +0 00 59.9
 KD1145
 KD1145                          SUPERSEDED SURVEY CONTROL
 KD1145
 KD1145  NAD 83(1997)-  39 53 52.48332(N)    092 58 26.59363(W) AD(       ) 4
 KD1145  NAD 83(1986)-  39 53 52.48486(N)    092 58 26.59652(W) AD(       ) 4
 KD1145  NAD 27      -  39 53 52.39800(N)    092 58 25.86800(W) AD(       ) 3
 KD1145
 KD1145.Superseded values are not recommended for survey control.
 KD1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1145.See file dsdata.txt to determine how the superseded data were derived.
 KD1145
 KD1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE0221816427(NAD 83)
 KD1145_MARKER: 22 = AIRWAY BEACON
 KD1145
 KD1145  HISTORY     - Date     Condition        Report By
 KD1145  HISTORY     - 1934     FIRST OBSERVED   CGS
 KD1145  HISTORY     - 1948     GOOD             CGS
 KD1145  HISTORY     - 1966     GOOD             CGS
 KD1145
 KD1145                          STATION DESCRIPTION
 KD1145
 KD1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1145'LOCATED ABOUT 8 MILES NORTH AND 5 MILES EAST OF BROOKFIELD AND
 KD1145'ABOUT 6 MILES WEST AND 4 MILES SOUTH OF NEW BOSTON, NEAR THE
 KD1145'CENTER OF THE SOUTH HALF OF SEC. 25, T. 59 N., R. 19 W..  IT IS
 KD1145'ABOUT 30 FEET EAST OF STATE HIGHWAY 11 AND IN A HAY FIELD.
 KD1145'THE STATION IS STANDARD C.A.A. AIRWAY BEACON TOWER, ABOUT 50
 KD1145'FEET HIGH, PAINTED ORANGE AND WHITE WITH A REVOLVING WHITE
 KD1145'BEACON AND RED FLASHING DIRECTIONAL LIGHTS ON THE TOP.  A
 KD1145'TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE BASE OF
 KD1145'THE TOWER WITH THE FOLLOWING RESULTS- 15.146 METERS (49.69
 KD1145'FEET).
 KD1145'
 KD1145'STATION WAS REACHED FROM THE JUNCTION OF US HIGHWAY 36, STATE
 KD1145'HIGHWAY 5 AND COUNTY ROUTE F, WHICH IS ABOUT 5 MILES EAST OF
 KD1145'BROOKFIELD, BY GOING NORTH ON COUNTY ROUTE F FOR 2.1 MILES TO ITS
 KD1145'JUNCTION WITH STATE ROUTE 11, CONTINUE STRAIGHT AHEAD ON STATE
 KD1145'ROUTE 11 (NORTHERLY) FOR 8.2 MILES TO THE STATION ON RIGHT AS
 KD1145'DESCRIBED.
 KD1145'
 KD1145'PROBABLY THE SAME STATION AS KANSAS CITY-CHICAGO AIRWAY BEACON
 KD1145'NO. 10A, 1934.
 KD1145
 KD1145                          STATION RECOVERY (1966)
 KD1145
 KD1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1145'THIS TRAVERSE STATION NO LONGER REMAINS.  THE BEACON HAS
 KD1145'BEEN DISMANTLED.  DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1173 ***********************************************************************
 KD1173  DESIGNATION -  KANSAS CITY CHICAGO AWY BN 6
 KD1173  PID         -  KD1173
 KD1173  STATE/COUNTY-  MO/LIVINGSTON
 KD1173  USGS QUAD   -  AVALON (1984)
 KD1173
 KD1173                         *CURRENT SURVEY CONTROL
 KD1173  ___________________________________________________________________
 KD1173* NAD 83(1997)-  39 39 32.75192(N)    093 28 54.96526(W)     ADJUSTED  
 KD1173* NAVD 88     -                                                        
 KD1173  ___________________________________________________________________
 KD1173  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 KD1173  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KD1173
 KD1173  HORZ ORDER  -  THIRD
 KD1173
 KD1173.The horizontal coordinates were established by classical geodetic methods
 KD1173.and adjusted by the National Geodetic Survey in February 2000..
 KD1173
 KD1173
 KD1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1173
 KD1173.The geoid height was determined by GEOID03.
 KD1173
 KD1173;                    North         East     Units Scale Factor Converg.
 KD1173;SPC MO C     -   425,060.965   415,738.157   MT  1.00002072   -0 37 36.2
 KD1173;UTM  15      - 4,390,032.488   458,658.259   MT  0.99962104   -0 18 27.3
 KD1173
 KD1173                          SUPERSEDED SURVEY CONTROL
 KD1173
 KD1173  NAD 83(1997)-  39 39 32.75294(N)    093 28 54.96882(W) AD(       ) 4
 KD1173  NAD 83(1997)-  39 39 32.75524(N)    093 28 54.96949(W) AD(       ) 4
 KD1173  NAD 83(1986)-  39 39 32.75634(N)    093 28 54.96831(W) AD(       ) 4
 KD1173  NAD 27      -  39 39 32.68300(N)    093 28 54.20400(W) AD(       ) 3
 KD1173
 KD1173.Superseded values are not recommended for survey control.
 KD1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1173.See file dsdata.txt to determine how the superseded data were derived.
 KD1173
 KD1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5865890032(NAD 83)
 KD1173_MARKER: 22 = AIRWAY BEACON
 KD1173
 KD1173  HISTORY     - Date     Condition        Report By
 KD1173  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1173
 KD1173                          STATION DESCRIPTION
 KD1173
 KD1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1173'THE BEACON IS LOCATED ABOUT 8 MILES SOUTH OF CHILLICOTHE AND
 KD1173'2.5 MILES WEST OF AVALON.  IT IS 0.2 MILE WEST OF U.S. HIGHWAY
 KD1173'65 AND 75 FEET NORTH OF AN EAST-WEST DIRT ROAD.  IT IS A
 KD1173'REVOLVING LIGHT SET ATOP THE CENTER OF A FOUR LEGGED STEEL
 KD1173'STRUCTURE.  IT IS ABOUT 60 FEET HIGH.  THE POINT OBSERVED
 KD1173'UPON WAS THE LIGHT.
 KD1173'
 KD1173'TO REACH THE BEACON FROM AVALON, GO WEST ON DIRT ROAD FOR 2.5
 KD1173'MILE TO THE BEACON ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1178 ***********************************************************************
 KD1178  DESIGNATION -  KANSAS CITY CHICAGO AWY BN 8
 KD1178  PID         -  KD1178
 KD1178  STATE/COUNTY-  MO/LINN
 KD1178  USGS QUAD   -  MEADVILLE (1984)
 KD1178
 KD1178                         *CURRENT SURVEY CONTROL
 KD1178  ___________________________________________________________________
 KD1178* NAD 83(1997)-  39 45 39.82729(N)    093 17 13.36073(W)     ADJUSTED  
 KD1178* NAVD 88     -                                                        
 KD1178  ___________________________________________________________________
 KD1178  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 KD1178  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KD1178
 KD1178  HORZ ORDER  -  THIRD
 KD1178
 KD1178.The horizontal coordinates were established by classical geodetic methods
 KD1178.and adjusted by the National Geodetic Survey in February 2000..
 KD1178
 KD1178
 KD1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1178
 KD1178.The geoid height was determined by GEOID03.
 KD1178
 KD1178;                    North         East     Units Scale Factor Converg.
 KD1178;SPC MO C     -   436,216.744   432,561.662   MT  0.99998930   -0 30 12.3
 KD1178;UTM  15      - 4,401,277.504   475,412.750   MT  0.99960744   -0 11 00.9
 KD1178
 KD1178                          SUPERSEDED SURVEY CONTROL
 KD1178
 KD1178  NAD 83(1997)-  39 45 39.82754(N)    093 17 13.36229(W) AD(       ) 4
 KD1178  NAD 83(1986)-  39 45 39.82925(N)    093 17 13.36454(W) AD(       ) 4
 KD1178  NAD 27      -  39 45 39.74300(N)    093 17 12.61700(W) AD(       ) 3
 KD1178
 KD1178.Superseded values are not recommended for survey control.
 KD1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1178.See file dsdata.txt to determine how the superseded data were derived.
 KD1178
 KD1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE7541301278(NAD 83)
 KD1178_MARKER: 22 = AIRWAY BEACON
 KD1178
 KD1178  HISTORY     - Date     Condition        Report By
 KD1178  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1178  HISTORY     - 1948     GOOD             CGS
 KD1178
 KD1178                          STATION DESCRIPTION
 KD1178
 KD1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1178'THE BEACON IS LOCATED ABOUT 2.5 MILES SOUTH-SOUTHEAST OF
 KD1178'MEADVILLE, JUST NORTH OF A FARMYARD AND 75 FEET EAST OF THE
 KD1178'CENTER OF A NORTH-SOUTH ROAD.  IT IS A REVOLVING LIGHT SET ATOP
 KD1178'THE CENTER OF A FOUR LEGGED STEEL STRUCTURE ABOUT 60 FEET
 KD1178'HIGH.  THE POINT OBSERVES UPON WAS THE LIGHT.
 KD1178'
 KD1178'TO REACH THE BEACON FROM MEADVILLE, GO SOUTH ON COUNTY TRUNK D
 KD1178'FOR 1.0 MILE TO U.S. HIGHWAY 36, TURN LEFT, EAST AND GO 0.9
 KD1178'MILE TO A T ROAD LEADING SOUTH, TURN RIGHT AND GO 1.2 MILES TO
 KD1178'THE BEACON ON THE LEFT.
 KD1178
 KD1178                          STATION RECOVERY (1948)
 KD1178
 KD1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1178'STATION IS LOCATED ABOUT 11 MILES WEST SOUTHWEST OF BROOKFIELD
 KD1178'AND ABOUT 1.0 MILE SOUTH OF U.S. HIGHWAY 36.  STATION IS ABOUT 54
 KD1178'FEET EAST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD.  STATION
 KD1178'HAS FOUR STEEL LEGS ABOUT 12 FEET SQUARE AT BASE AND ABOUT 64 FEET
 KD1178'HIGH.
 KD1178'
 KD1178'THE POINT INTERSECTED WAS THE LIGHT.
 KD1178'
 KD1178'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 36 AND
 KD1178'STATE ROUTES 5 AND 11 IN BROOKFIELD GO WEST ON U.S. HIGHWAY 36
 KD1178'FOR 11 MILES TO GRAVEL ROAD ON LEFT.  TURN LEFT AND GO SOUTH ON
 KD1178'GRAVEL ROAD FOR 1.0 MILE TO STATION ON LEFT OR EAST SIDE OF
 KD1178'ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1181 ***********************************************************************
 KD1181  DESIGNATION -  KANSAS CITY CHICAGO AWY BN 7
 KD1181  PID         -  KD1181
 KD1181  STATE/COUNTY-  MO/LIVINGSTON
 KD1181  USGS QUAD   -  WHEELING (1984)
 KD1181
 KD1181                         *CURRENT SURVEY CONTROL
 KD1181  ___________________________________________________________________
 KD1181* NAD 83(1997)-  39 46 47.76460(N)    093 29 45.34393(W)     ADJUSTED  
 KD1181* NAVD 88     -                                                        
 KD1181  ___________________________________________________________________
 KD1181  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 KD1181  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1181
 KD1181  HORZ ORDER  -  THIRD
 KD1181
 KD1181.This mark is at Chillicothe Municipal Airport (CHT)
 KD1181
 KD1181.The horizontal coordinates were established by classical geodetic methods
 KD1181.and adjusted by the National Geodetic Survey in February 2000..
 KD1181
 KD1181
 KD1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1181
 KD1181.The geoid height was determined by GEOID03.
 KD1181
 KD1181;                    North         East     Units Scale Factor Converg.
 KD1181;SPC MO C     -   438,490.102   414,686.310   MT  1.00002291   -0 38 14.2
 KD1181;UTM  15      - 4,403,450.178   457,531.983   MT  0.99962220   -0 19 02.4
 KD1181
 KD1181                          SUPERSEDED SURVEY CONTROL
 KD1181
 KD1181  NAD 83(1997)-  39 46 47.76625(N)    093 29 45.34362(W) AD(       ) 4
 KD1181  NAD 83(1986)-  39 46 47.76586(N)    093 29 45.35387(W) AD(       ) 4
 KD1181  NAD 27      -  39 46 47.68400(N)    093 29 44.60200(W) AD(       ) 3
 KD1181
 KD1181.Superseded values are not recommended for survey control.
 KD1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1181.See file dsdata.txt to determine how the superseded data were derived.
 KD1181
 KD1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5753203450(NAD 83)
 KD1181_MARKER: 22 = AIRWAY BEACON
 KD1181
 KD1181  HISTORY     - Date     Condition        Report By
 KD1181  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1181  HISTORY     - 20041126 GOOD             GEOCAC
 KD1181
 KD1181                          STATION DESCRIPTION
 KD1181
 KD1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1181'THE BEACON IS LOCATED ABOUT 3.5 MILES EAST OF CHILLICOTHE AT
 KD1181'THE WEST EDGE OF A SMALL AIRPORT.  IT IS 15 FEET SOUTH OF A
 KD1181'SMALL BUILDING AND 30 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT
 KD1181'ROAD.  IT IS A REVOLVING LIGHT ATOP THE CENTER OF A FOUR LEGGED
 KD1181'STEEL STRUCTURE 50 FEET HIGH.  THE POINT OBSERVED UPON WAS THE
 KD1181'LIGHT.
 KD1181'
 KD1181'TO REACH THE BEACON FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 KD1181'CHILLICOTHE, GO SOUTH ON U.S. HIGHWAY 65 FOR 1.2 MILES TO THE
 KD1181'JUNCTION OF U.S. HIGHWAYS 36 AND 65, TURN LEFT, EAST ON U.S.
 KD1181'HIGHWAY 36 FOR 3.2 MILES TO A SIDE ROAD LEFT, TURN LEFT, NORTH
 KD1181'AND GO 0.5 MILE TO THE BEACON ON THE LEFT AND THE AIRFIELD ON THE
 KD1181'RIGHT.
 KD1181
 KD1181                          STATION RECOVERY (2004)
 KD1181
 KD1181'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KD1181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1295 ***********************************************************************
 KD1295  DESIGNATION -  KANSAS CITY CHICAGO AWY BN 5
 KD1295  PID         -  KD1295
 KD1295  STATE/COUNTY-  MO/CARROLL
 KD1295  USGS QUAD   -  PLYMOUTH (1979)
 KD1295
 KD1295                         *CURRENT SURVEY CONTROL
 KD1295  ___________________________________________________________________
 KD1295* NAD 83(1997)-  39 32 19.39994(N)    093 43 15.46283(W)     ADJUSTED  
 KD1295* NAVD 88     -                                                        
 KD1295  ___________________________________________________________________
 KD1295  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 KD1295  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KD1295
 KD1295  HORZ ORDER  -  THIRD
 KD1295
 KD1295.The horizontal coordinates were established by classical geodetic methods
 KD1295.and adjusted by the National Geodetic Survey in February 2000..
 KD1295
 KD1295
 KD1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1295
 KD1295.The geoid height was determined by GEOID03.
 KD1295
 KD1295;                    North         East     Units Scale Factor Converg.
 KD1295;SPC MO C     -   411,948.046   395,044.664   MT  1.00006891   -0 46 38.4
 KD1295;SPC MO W     -   374,544.984   916,966.990   MT  0.99999637   +0 29 45.4
 KD1295;UTM  15      - 4,376,810.081   438,046.504   MT  0.99964726   -0 27 32.3
 KD1295
 KD1295                          SUPERSEDED SURVEY CONTROL
 KD1295
 KD1295  NAD 83(1997)-  39 32 19.40088(N)    093 43 15.46410(W) AD(       ) 4
 KD1295  NAD 83(1997)-  39 32 19.40161(N)    093 43 15.46543(W) AD(       ) 4
 KD1295  NAD 83(1986)-  39 32 19.40431(N)    093 43 15.46398(W) AD(       ) 4
 KD1295  NAD 27      -  39 32 19.34800(N)    093 43 14.71100(W) AD(       ) 3
 KD1295
 KD1295.Superseded values are not recommended for survey control.
 KD1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1295.See file dsdata.txt to determine how the superseded data were derived.
 KD1295
 KD1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD3804776810(NAD 83)
 KD1295_MARKER: 22 = AIRWAY BEACON
 KD1295
 KD1295  HISTORY     - Date     Condition        Report By
 KD1295  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1295
 KD1295                          STATION DESCRIPTION
 KD1295
 KD1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1295'THE BEACON IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHWEST OF
 KD1295'PLYMOUTH, 36 FEET WEST OF A NORTH-SOUTH DIRT ROAD AND 150
 KD1295'FEET SOUTH OF AN EAST WEST DIRT ROAD.  IT IS A REVOLVING LIGHT
 KD1295'SET ATOP A FOUR LEGGED STEEL STRUCTURE.  IT IS 55 FEET HIGH
 KD1295'AND THE POINT OBSERVED UPON WAS THE LIGHT.
 KD1295'
 KD1295'TO REACH THE BEACON FROM THE CROSSROAD IN PLYMOUTH, GO SOUTH
 KD1295'ON COUNTY ROUTE D FOR 4.1 MILES TO A CROSSROAD, TURN RIGHT,
 KD1295'WEST AND GO 1.1 MILES TO THE TOP OF THE HILL AND THE BEACON ON
 KD1295'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0853 ***********************************************************************
 LD0853  DESIGNATION -  KANSAS CITY CHICAGO AWY BCN 16
 LD0853  PID         -  LD0853
 LD0853  STATE/COUNTY-  MO/CLARK
 LD0853  USGS QUAD   -  MEDILL (1975)
 LD0853
 LD0853                         *CURRENT SURVEY CONTROL
 LD0853  ___________________________________________________________________
 LD0853* NAD 83(1997)-  40 26 39.76001(N)    091 51 12.26396(W)     ADJUSTED  
 LD0853* NAVD 88     -                                                        
 LD0853  ___________________________________________________________________
 LD0853  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 LD0853  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0853
 LD0853  HORZ ORDER  -  THIRD
 LD0853
 LD0853.The horizontal coordinates were established by classical geodetic methods
 LD0853.and adjusted by the National Geodetic Survey in February 2000..
 LD0853
 LD0853
 LD0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0853
 LD0853.The geoid height was determined by GEOID03.
 LD0853
 LD0853;                    North         East     Units Scale Factor Converg.
 LD0853;SPC MO E     -   512,668.132   135,185.986   MT  1.00009554   -0 52 41.0
 LD0853;UTM  15      - 4,477,711.906   597,236.514   MT  0.99971638   +0 44 37.9
 LD0853
 LD0853                          SUPERSEDED SURVEY CONTROL
 LD0853
 LD0853  NAD 83(1997)-  40 26 39.76068(N)    091 51 12.26589(W) AD(       ) 4
 LD0853  NAD 83(1997)-  40 26 39.76054(N)    091 51 12.26567(W) AD(       ) 4
 LD0853  NAD 83(1986)-  40 26 39.77260(N)    091 51 12.27190(W) AD(       ) 4
 LD0853  NAD 27      -  40 26 39.61200(N)    091 51 11.64800(W) AD(       ) 3
 LD0853
 LD0853.Superseded values are not recommended for survey control.
 LD0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0853.See file dsdata.txt to determine how the superseded data were derived.
 LD0853
 LD0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE9723777712(NAD 83)
 LD0853_MARKER: 22 = AIRWAY BEACON
 LD0853
 LD0853  HISTORY     - Date     Condition        Report By
 LD0853  HISTORY     - 1934     FIRST OBSERVED   CGS
 LD0853
 LD0853                          STATION DESCRIPTION
 LD0853
 LD0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0853'THIS STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON
 LD0853'TOP OF A SKELETON STEEL TOWER WHICH IS AIRWAY BEACON NO. 16
 LD0853'ON THE KANSAS CITY-CHICAGO AIRWAY.
 LD0853'
 LD0853'THE BEACON IS AN EMERGENCY LANDING FIELD WHICH IS ON THE S
 LD0853'SIDE OF ROUTE 4, 2 MILES SE OF LURAY AND 4 MILES W OF MEDILL.
 LD0853'
 LD0853'THE STATION WAS NOT VISITED FOR A COMPLETE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0452 ***********************************************************************
 LE0452  DESIGNATION -  KANSAS CITY CHICAGO AWY BN 15
 LE0452  PID         -  LE0452
 LE0452  STATE/COUNTY-  MO/SCOTLAND
 LE0452  USGS QUAD   -  RUTLEDGE (1965)
 LE0452
 LE0452                         *CURRENT SURVEY CONTROL
 LE0452  ___________________________________________________________________
 LE0452* NAD 83(1997)-  40 21 03.25783(N)    092 01 27.56859(W)     ADJUSTED  
 LE0452* NAVD 88     -                                                        
 LE0452  ___________________________________________________________________
 LE0452  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 LE0452  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LE0452
 LE0452  HORZ ORDER  -  THIRD
 LE0452
 LE0452.The horizontal coordinates were established by classical geodetic methods
 LE0452.and adjusted by the National Geodetic Survey in February 2000..
 LE0452
 LE0452
 LE0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0452
 LE0452.The geoid height was determined by GEOID03.
 LE0452
 LE0452;                    North         East     Units Scale Factor Converg.
 LE0452;SPC MO C     -   501,518.232   540,408.451   MT  0.99995343   +0 18 28.8
 LE0452;UTM  15      - 4,467,162.211   582,856.139   MT  0.99968451   +0 37 54.3
 LE0452
 LE0452                          SUPERSEDED SURVEY CONTROL
 LE0452
 LE0452  NAD 83(1997)-  40 21 03.25754(N)    092 01 27.57181(W) AD(       ) 4
 LE0452  NAD 83(1997)-  40 21 03.25757(N)    092 01 27.57157(W) AD(       ) 4
 LE0452  NAD 83(1986)-  40 21 03.26701(N)    092 01 27.57944(W) AD(       ) 4
 LE0452  NAD 27      -  40 21 03.12100(N)    092 01 26.94300(W) AD(       ) 3
 LE0452
 LE0452.Superseded values are not recommended for survey control.
 LE0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0452.See file dsdata.txt to determine how the superseded data were derived.
 LE0452
 LE0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE8285667162(NAD 83)
 LE0452_MARKER: 22 = AIRWAY BEACON
 LE0452
 LE0452  HISTORY     - Date     Condition        Report By
 LE0452  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0452  HISTORY     - 1934     GOOD             CGS
 LE0452
 LE0452                          STATION DESCRIPTION
 LE0452
 LE0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0452'STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON THE 50-FOOT
 LE0452'SKELETON STEEL TOWER, WHICH IS BEACON 15 ON THE KANSAS CITY-CHICAGO
 LE0452'AIRWAY.  IT IS NEAR THE VILLAGE OF GORIN ON THE SANTA FE
 LE0452'RAILROAD, ABOUT 10-3/4 MILES SE OF MEMPHIS AND ABOUT 15 MILES
 LE0452'NE OF EDINA.
 LE0452'
 LE0452'THIS STATION WAS NOT VISITED FOR A COMPLETE DESCRIPTION.
 LE0452
 LE0452                          STATION RECOVERY (1934)
 LE0452
 LE0452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0452'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0454 ***********************************************************************
 LE0454  DESIGNATION -  KANSAS CITY CHICAGO AWY BN 14
 LE0454  PID         -  LE0454
 LE0454  STATE/COUNTY-  MO/KNOX
 LE0454  USGS QUAD   -  GREENSBURG (1965)
 LE0454
 LE0454                         *CURRENT SURVEY CONTROL
 LE0454  ___________________________________________________________________
 LE0454* NAD 83(1997)-  40 15 19.64427(N)    092 13 00.77835(W)     ADJUSTED  
 LE0454* NAVD 88     -                                                        
 LE0454  ___________________________________________________________________
 LE0454  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 LE0454  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LE0454
 LE0454  HORZ ORDER  -  THIRD
 LE0454
 LE0454.The horizontal coordinates were established by classical geodetic methods
 LE0454.and adjusted by the National Geodetic Survey in February 2000..
 LE0454
 LE0454
 LE0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0454
 LE0454.The geoid height was determined by GEOID03.
 LE0454
 LE0454;                    North         East     Units Scale Factor Converg.
 LE0454;SPC MO C     -   490,850.171   524,084.541   MT  0.99994047   +0 10 58.6
 LE0454;UTM  15      - 4,456,405.155   566,597.222   MT  0.99965460   +0 30 21.8
 LE0454
 LE0454                          SUPERSEDED SURVEY CONTROL
 LE0454
 LE0454  NAD 83(1997)-  40 15 19.64470(N)    092 13 00.78285(W) AD(       ) 4
 LE0454  NAD 83(1997)-  40 15 19.64472(N)    092 13 00.78269(W) AD(       ) 4
 LE0454  NAD 83(1986)-  40 15 19.65111(N)    092 13 00.79033(W) AD(       ) 4
 LE0454  NAD 27      -  40 15 19.51900(N)    092 13 00.12500(W) AD(       ) 3
 LE0454
 LE0454.Superseded values are not recommended for survey control.
 LE0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0454.See file dsdata.txt to determine how the superseded data were derived.
 LE0454
 LE0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE6659756405(NAD 83)
 LE0454_MARKER: 22 = AIRWAY BEACON
 LE0454
 LE0454  HISTORY     - Date     Condition        Report By
 LE0454  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0454
 LE0454                          STATION DESCRIPTION
 LE0454
 LE0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0454'STATION IS ABOUT 1.2 MILES NNW OF BARING, ALONG STATE HIGHWAY
 LE0454'15.  IT IS 0.9 MILE N OF THE JUNCTION OF STATE HIGHWAY 11 AND
 LE0454'STATE HIGHWAY 15, AND ABOUT 75 FEET W OF THE CENTER LINE OF
 LE0454'STATE HIGHWAY 15.  THE STATION IS THE CENTER OF THE REVOLVING
 LE0454'WHITE LIGHT ON A 50-FOOT SKELETON STEEL TOWER WHICH IS BEACON NO.
 LE0454'14 ON THE KANSAS CITY-CHICAGO AIRWAY.  ON THE GROUND THE STATION
 LE0454'IS MARKED APPROXIMATELY BY THE INTERSECTION OF THE DIAGONAL
 LE0454'JOINTS OF A CONCRETE SLAB UNDER THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0471 ***********************************************************************
 LE0471  DESIGNATION -  KANSAS CITY CHICAGO AWY BN 13
 LE0471  PID         -  LE0471
 LE0471  STATE/COUNTY-  MO/ADAIR
 LE0471  USGS QUAD   -  BRASHEAR (1966)
 LE0471
 LE0471                         *CURRENT SURVEY CONTROL
 LE0471  ___________________________________________________________________
 LE0471* NAD 83(1997)-  40 10 10.09411(N)    092 23 00.71097(W)     ADJUSTED  
 LE0471* NAVD 88     -                                                        
 LE0471  ___________________________________________________________________
 LE0471  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 LE0471  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LE0471
 LE0471  HORZ ORDER  -  THIRD
 LE0471
 LE0471.The horizontal coordinates were established by classical geodetic methods
 LE0471.and adjusted by the National Geodetic Survey in February 2000..
 LE0471
 LE0471
 LE0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0471
 LE0471.The geoid height was determined by GEOID03.
 LE0471
 LE0471;                    North         East     Units Scale Factor Converg.
 LE0471;SPC MO C     -   481,271.067   509,920.461   MT  0.99993454   +0 04 30.5
 LE0471;UTM  15      - 4,446,749.231   552,491.477   MT  0.99963392   +0 23 51.6
 LE0471
 LE0471                          SUPERSEDED SURVEY CONTROL
 LE0471
 LE0471  NAD 83(1997)-  40 10 10.09501(N)    092 23 00.71631(W) AD(       ) 4
 LE0471  NAD 83(1986)-  40 10 10.09898(N)    092 23 00.72219(W) AD(       ) 4
 LE0471  NAD 27      -  40 10 09.96900(N)    092 23 00.04200(W) AD(       ) 3
 LE0471
 LE0471.Superseded values are not recommended for survey control.
 LE0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0471.See file dsdata.txt to determine how the superseded data were derived.
 LE0471
 LE0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE5249146749(NAD 83)
 LE0471_MARKER: 22 = AIRWAY BEACON
 LE0471
 LE0471  HISTORY     - Date     Condition        Report By
 LE0471  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0471  HISTORY     - 1949     GOOD             CGS
 LE0471
 LE0471                          STATION DESCRIPTION
 LE0471
 LE0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0471'STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON THE 50-FOOT
 LE0471'SKELETON STEEL TOWER WHICH IS BEACON NO.13 ON THE KANSAS
 LE0471'CITY-CHICAGO AIRWAY.  IT IS ABOUT 11 MILES ESE OF KIRKSVILLE, ABOUT
 LE0471'11 MILES WNW OF EDINA, AND ABOUT 2 MILES NNW OF BRASHEAR.
 LE0471'
 LE0471'THE STATION WAS NOT VISITED FOR A COMPLETE DESCRIPTION.
 LE0471
 LE0471                          STATION RECOVERY (1949)
 LE0471
 LE0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 LE0471'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH NORTHWEST OF THE
 LE0471'SMALL TOWN OF BRASHEAR.  IT IS 0.10 MILE NORTH OF A FARM HOUSE,
 LE0471'60 FEET EAST OF THE CENTERLINE OF A DIRT ROAD AND 30 FEET EAST
 LE0471'OF A FENCELINE.  THE TOWER IS ABOUT 50 FEET HIGH AND 12 FOOT
 LE0471'SQUARE AT THE BASE.
 LE0471'
 LE0471'TO REACH THE STATION FROM THE POST OFFICE IN BRASHEAR GO NORTH
 LE0471'FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST AND
 LE0471'NORTH ON GRADED ROAD FOR 1.55 MILES TO STATION ON RIGHT AS
 LE0471'DESCRIBED.
 LE0471'
 LE0471'POINT INTERSECTED WAS THE LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0493 ***********************************************************************
 LE0493  DESIGNATION -  KANSAS CITY CHICAGO AWY BN 11
 LE0493  PID         -  LE0493
 LE0493  STATE/COUNTY-  MO/MACON
 LE0493  USGS QUAD   -  GIFFORD (1979)
 LE0493
 LE0493                         *CURRENT SURVEY CONTROL
 LE0493  ___________________________________________________________________
 LE0493* NAD 83(1997)-  40 01 41.00013(N)    092 42 34.17568(W)     ADJUSTED  
 LE0493* NAVD 88     -                                                        
 LE0493  ___________________________________________________________________
 LE0493  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 LE0493  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LE0493
 LE0493  HORZ ORDER  -  THIRD
 LE0493
 LE0493.The horizontal coordinates were established by classical geodetic methods
 LE0493.and adjusted by the National Geodetic Survey in February 2000..
 LE0493
 LE0493
 LE0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0493
 LE0493.The geoid height was determined by GEOID03.
 LE0493
 LE0493;                    North         East     Units Scale Factor Converg.
 LE0493;SPC MO C     -   465,584.404   482,119.073   MT  0.99993727   -0 08 05.1
 LE0493;UTM  15      - 4,430,911.539   524,787.436   MT  0.99960756   +0 11 12.6
 LE0493
 LE0493                          SUPERSEDED SURVEY CONTROL
 LE0493
 LE0493  NAD 83(1997)-  40 01 41.00155(N)    092 42 34.18063(W) AD(       ) 4
 LE0493  NAD 83(1986)-  40 01 41.00357(N)    092 42 34.18464(W) AD(       ) 4
 LE0493  NAD 27      -  40 01 40.88600(N)    092 42 33.48600(W) AD(       ) 3
 LE0493
 LE0493.Superseded values are not recommended for survey control.
 LE0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0493.See file dsdata.txt to determine how the superseded data were derived.
 LE0493
 LE0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE2478730912(NAD 83)
 LE0493_MARKER: 22 = AIRWAY BEACON
 LE0493
 LE0493  HISTORY     - Date     Condition        Report By
 LE0493  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0493  HISTORY     - 1948     GOOD             CGS
 LE0493
 LE0493                          STATION DESCRIPTION
 LE0493
 LE0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0493'THIS STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON THE
 LE0493'SKELETON STEEL TOWER WHICH IS AIRWAY BEACON NO. 11 ON THE KANSAS
 LE0493'CITY-CHICAGO AIRWAY.
 LE0493'
 LE0493'THE BEACON IS ABOUT 14 MILES SW OF KIRKSVILLE AND 11 MILES W OF
 LE0493'LA PLATA, ABOUT 2 MILES NW OF SOUTH GIFFORD, AND ABOUT 1 MILE
 LE0493'S OF THE MACON-ADAIR COUNTY LINE.
 LE0493'
 LE0493'THE STATION WAS NOT VISITED FOR A COMPLETE DESCRIPTION.
 LE0493
 LE0493                          STATION RECOVERY (1948)
 LE0493
 LE0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 LE0493'STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF THE VILLAGE OF SOUTH
 LE0493'GIFFORD, IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD AND ABOUT
 LE0493'200 YARDS NORTHWEST OF A CROSSROADS.  IT IS A STANDARD C.A.A.
 LE0493'AIRWAY BEACON, ABOUT 50 FEET HIGH, PAINTED WHITE AND YELLOW, WITH
 LE0493'A ROTATING WHITE LIGHT AND DIRECTIONAL RED LIGHTS, AT THE TOP.
 LE0493'THE WHITE ROTATING LIGHT WAS THE POINT INTERSECTED.
 LE0493'
 LE0493'THE STATION WAS REACHED FROM THE POSTOFFICE IN SOUTH GIFFORD BY
 LE0493'GOING WEST ON COUNTY ROUTE D FOR 1.05 MILES TO THE CENTER OF THE
 LE0493'BRIDGE ACROSS THE CHARITON RIVER.  CONTINUE WESTERLY, ON COUNTY
 LE0493'ROUTE D, FOR 0.65 MILE TO A CROSSROADS NEAR THE TOP OF A GRADE
 LE0493'AND TO THE STATION SITE AS DESCRIBED ABOVE.
 LE0493'
 LE0493'PROBABLY THE SAME STATION AS KANSAS CITY-CHICAGO AIRWAY BEACON
 LE0493'NO. 11, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1317 ***********************************************************************
 KE1317  DESIGNATION -  KANSAS CITY CHICAGO AWY BCN 3
 KE1317  PID         -  KE1317
 KE1317  STATE/COUNTY-  MO/RAY
 KE1317  USGS QUAD   -  KNOXVILLE (1979)
 KE1317
 KE1317                         *CURRENT SURVEY CONTROL
 KE1317  ___________________________________________________________________
 KE1317* NAD 83(1997)-  39 25 29.84964(N)    094 00 24.20958(W)     ADJUSTED  
 KE1317* NAVD 88     -                                                        
 KE1317  ___________________________________________________________________
 KE1317  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KE1317  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KE1317
 KE1317  HORZ ORDER  -  THIRD
 KE1317
 KE1317.The horizontal coordinates were established by classical geodetic methods
 KE1317.and adjusted by the National Geodetic Survey in February 2000..
 KE1317
 KE1317
 KE1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1317
 KE1317.The geoid height was determined by GEOID03.
 KE1317
 KE1317;                    North         East     Units Scale Factor Converg.
 KE1317;SPC MO W     -   361,741.391   892,471.472   MT  0.99996338   +0 18 47.8
 KE1317;UTM  15      - 4,364,419.857   413,348.911   MT  0.99969244   -0 38 21.8
 KE1317
 KE1317                          SUPERSEDED SURVEY CONTROL
 KE1317
 KE1317  NAD 83(1997)-  39 25 29.85076(N)    094 00 24.21067(W) AD(       ) 4
 KE1317  NAD 83(1986)-  39 25 29.85492(N)    094 00 24.20883(W) AD(       ) 4
 KE1317  NAD 27      -  39 25 29.81373(N)    094 00 23.43855(W) AD(       ) 3
 KE1317
 KE1317.Superseded values are not recommended for survey control.
 KE1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1317.See file dsdata.txt to determine how the superseded data were derived.
 KE1317
 KE1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1334964420(NAD 83)
 KE1317_MARKER: 22 = AIRWAY BEACON
 KE1317
 KE1317  HISTORY     - Date     Condition        Report By
 KE1317  HISTORY     - 1949     FIRST OBSERVED   CGS
 KE1317
 KE1317                          STATION DESCRIPTION
 KE1317
 KE1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1317'THE STATION IS LOCATED ABOUT 1.3 MILES SOUTH-SOUTHEAST OF KNOXVILLE
 KE1317'IN PASTURE ON EAST SIDE OF STATE ROUTE 13.  IT IS 100 FEET EAST
 KE1317'OF STATE ROUTE 13 IN NORTHWEST CORNER OF PASTURE.  IT IS A
 KE1317'REVOLVING LIGHT SET ON THE TOP OF THE CENTER OF A FOUR LEGGED
 KE1317'STEEL STRUCTURE.  THE OVERALL HEIGHT IS 65 FEET.  THE POINT
 KE1317'OBSERVED UPON WAS THE LIGHT.
 KE1317'
 KE1317'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 KE1317'THE MAIN STREET IN KNOXVILLE, GO SOUTH ON STATE HIGHWAY 13 FOR
 KE1317'1.3 MILES TO THE BEACON IN PASTURE ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1321 ***********************************************************************
 KE1321  DESIGNATION -  KANSAS CITY CHICAGO AWY BCN 2
 KE1321  PID         -  KE1321
 KE1321  STATE/COUNTY-  MO/RAY
 KE1321  USGS QUAD   -  EXCELSIOR SPRINGS (1990)
 KE1321
 KE1321                         *CURRENT SURVEY CONTROL
 KE1321  ___________________________________________________________________
 KE1321* NAD 83(1997)-  39 20 15.34477(N)    094 10 01.50078(W)     ADJUSTED  
 KE1321* NAVD 88     -                                                        
 KE1321  ___________________________________________________________________
 KE1321  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 KE1321  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KE1321
 KE1321  HORZ ORDER  -  THIRD
 KE1321
 KE1321.The horizontal coordinates were established by classical geodetic methods
 KE1321.and adjusted by the National Geodetic Survey in February 2000..
 KE1321
 KE1321
 KE1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1321
 KE1321.The geoid height was determined by GEOID03.
 KE1321
 KE1321;                    North         East     Units Scale Factor Converg.
 KE1321;SPC MO W     -   351,979.487   878,700.151   MT  0.99995131   +0 12 39.7
 KE1321;UTM  15      - 4,354,890.423   399,420.805   MT  0.99972455   -0 44 23.5
 KE1321
 KE1321                          SUPERSEDED SURVEY CONTROL
 KE1321
 KE1321  NAD 83(1997)-  39 20 15.34524(N)    094 10 01.50175(W) AD(       ) 4
 KE1321  NAD 83(1986)-  39 20 15.35077(N)    094 10 01.49941(W) AD(       ) 4
 KE1321  NAD 27      -  39 20 15.32169(N)    094 10 00.70086(W) AD(       ) 3
 KE1321
 KE1321.Superseded values are not recommended for survey control.
 KE1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1321.See file dsdata.txt to determine how the superseded data were derived.
 KE1321
 KE1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9942154890(NAD 83)
 KE1321_MARKER: 22 = AIRWAY BEACON
 KE1321
 KE1321  HISTORY     - Date     Condition        Report By
 KE1321  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1321  HISTORY     - 1949     GOOD             CGS
 KE1321
 KE1321                          STATION DESCRIPTION
 KE1321
 KE1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1321'THIS STATION IS THE AIRWAY BEACON NO. 2, CHICAGO-KANSAS CITY
 KE1321'AIRLINE.  IT IS LOCATED ABOUT 3.35 MILES E OF EXCELSIOR SPRINGS ON
 KE1321'STATE HIGHWAY 10.  IT IS ABOUT 350 FEET S OF THE CENTER LINE OF
 KE1321'HIGHWAY 10, ABOUT 310 FEET S OF A PHILLIPS 66 FILLING STATION AND
 KE1321'ABOUT 450 FEET ENE OF A WHITE HOUSE, ON LAND OWNED BY MR. ARLIE
 KE1321'WILLIAMS.  THE BEACON WAS PLACED IN ITS PRESENT LOCATION IN
 KE1321'1930.
 KE1321'
 KE1321'THE BEACON IS A STANDARD TYPE ORANGE AND WHITE AIRWAY BEACON, 50
 KE1321'FEET HIGH.
 KE1321
 KE1321                          STATION RECOVERY (1949)
 KE1321
 KE1321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1321'LOCATED ABOUT 2.5 MILES EAST OF EXCELSIOR SPRINGS ON TOP OF A
 KE1321'LARGE HILL ABOUT 0.1 OF A MILE SOUTH OF THE CENTER OF STATE
 KE1321'HIGHWAY 10.
 KE1321'
 KE1321'IT IS A STANDARD FOUR LEGGED AIRWAY BEACON WITH REVOLVING RED
 KE1321'AND WHITE FLASHER LIGHT MOUNTED AT THE TOP.  THE POINT OBSERVED
 KE1321'UPON WAS THE REVOLVING LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1397 ***********************************************************************
 KE1397  DESIGNATION -  KANSAS CITY CHICAGO AWY BCN 0
 KE1397  PID         -  KE1397
 KE1397  STATE/COUNTY-  MO/CLAY
 KE1397  USGS QUAD   -  LIBERTY (1990)
 KE1397
 KE1397                         *CURRENT SURVEY CONTROL
 KE1397  ___________________________________________________________________
 KE1397* NAD 83(1997)-  39 10 38.87992(N)    094 28 57.08382(W)     ADJUSTED  
 KE1397* NAVD 88     -                                                        
 KE1397  ___________________________________________________________________
 KE1397  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 KE1397  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KE1397
 KE1397  HORZ ORDER  -  THIRD
 KE1397
 KE1397.The horizontal coordinates were established by classical geodetic methods
 KE1397.and adjusted by the National Geodetic Survey in February 2000..
 KE1397
 KE1397
 KE1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1397
 KE1397.The geoid height was determined by GEOID03.
 KE1397
 KE1397;                    North         East     Units Scale Factor Converg.
 KE1397;SPC MO W     -   334,150.224   851,510.067   MT  0.99994120   +0 00 39.7
 KE1397;UTM  15      - 4,337,517.267   371,944.093   MT  0.99980191   -0 56 12.0
 KE1397
 KE1397                          SUPERSEDED SURVEY CONTROL
 KE1397
 KE1397  NAD 83(1997)-  39 10 38.87994(N)    094 28 57.08387(W) AD(       ) 4
 KE1397  NAD 83(1986)-  39 10 38.88665(N)    094 28 57.07874(W) AD(       ) 4
 KE1397  NAD 27      -  39 10 38.87475(N)    094 28 56.24898(W) AD(       ) 3
 KE1397
 KE1397.Superseded values are not recommended for survey control.
 KE1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1397.See file dsdata.txt to determine how the superseded data were derived.
 KE1397
 KE1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7194437517(NAD 83)
 KE1397_MARKER: 22 = AIRWAY BEACON
 KE1397
 KE1397  HISTORY     - Date     Condition        Report By
 KE1397  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1397  HISTORY     - 1949     GOOD             CGS
 KE1397  HISTORY     - 19930326 MARK NOT FOUND   LOCENG
 KE1397
 KE1397                          STATION DESCRIPTION
 KE1397
 KE1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1397'THIS STATION IS THE AIRWAY BETWEEN NO. O CHICAGO-KANSAS CITY
 KE1397'AIRLINE.  IT IS LOCATED ON A HIGH KNOLL ON LAND OWNED BY MR.
 KE1397'E.L.R. PRITCHARD, AND IS ABOUT 0.25 MILE S OF THE FIRST SECTION
 KE1397'LINE ROAD TO CROSS COUNTY ROUTE J S OF CLAYCOMA, ABOUT 2.2 MILES
 KE1397'SE OF CLAYCOMA, ABOUT 0.6 MILE E OF COUNTY ROUTE J, AND ABOUT 60
 KE1397'FEET W OF THE CENTER LINE OF A DRIVE GOING S PAST MR. PRITCHARDS
 KE1397'HOUSE, IN THE NW CORNER, NE 1/4 SECTION 3, T 50 N, R 32 W.  THE
 KE1397'BEACON WAS PLACED IN ITS PRESENT LOCATION IN 1931.
 KE1397'
 KE1397'THE BEACON IS A STANDARD TYPE ORANGE AND WHITE BEACON, 50 FEET
 KE1397'HIGH.
 KE1397
 KE1397                          STATION RECOVERY (1949)
 KE1397
 KE1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1397'LOCATED ABOUT 5.5 MILES WEST-SOUTHWEST OF LIBERTY ON THE HIGH
 KE1397'POINT OF A PROMINENT HILL IN THE NORTHWEST CORNER OF A BARN LOT
 KE1397'AND ABOUT 100 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE
 KE1397'BARN.  IT IS AN ALL STEEL STRUCTURE ABOUT 70 FEET HIGH WITH A
 KE1397'REVOLVING LIGHT ON THE TOP.  POINT OBSERVED UPON, REVOLVING LIGHT
 KE1397'ON THE TOP OF THE STRUCTURE.
 KE1397
 KE1397                          STATION RECOVERY (1993)
 KE1397
 KE1397'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (SM)
 KE1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1455 ***********************************************************************
 KE1455  DESIGNATION -  KANSAS CITY FID NAT BANK N TWR
 KE1455  PID         -  KE1455
 KE1455  STATE/COUNTY-  MO/JACKSON
 KE1455  USGS QUAD   -  KANSAS CITY (1991)
 KE1455
 KE1455                         *CURRENT SURVEY CONTROL
 KE1455  ___________________________________________________________________
 KE1455* NAD 83(1997)-  39 06 11.95081(N)    094 34 53.63138(W)     ADJUSTED  
 KE1455* NAVD 88     -                                                        
 KE1455  ___________________________________________________________________
 KE1455  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 KE1455  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE1455
 KE1455  HORZ ORDER  -  THIRD
 KE1455
 KE1455.The horizontal coordinates were established by classical geodetic methods
 KE1455.and adjusted by the National Geodetic Survey in February 2000..
 KE1455
 KE1455
 KE1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1455
 KE1455.The geoid height was determined by GEOID03.
 KE1455
 KE1455;                    North         East     Units Scale Factor Converg.
 KE1455;SPC MO W     -   325,922.069   842,945.082   MT  0.99994179   -0 03 05.2
 KE1455;SPC KS N     -    91,057.200   695,613.635   MT  0.99996014   +2 09 46.4
 KE1455;UTM  15      - 4,329,432.804   363,245.382   MT  0.99983028   -0 59 51.6
 KE1455
 KE1455                          SUPERSEDED SURVEY CONTROL
 KE1455
 KE1455  NAD 83(1997)-  39 06 11.95082(N)    094 34 53.63141(W) AD(       ) 4
 KE1455  NAD 83(1986)-  39 06 11.95635(N)    094 34 53.62653(W) AD(       ) 4
 KE1455  NAD 27      -  39 06 11.93723(N)    094 34 52.78459(W) AD(       ) 3
 KE1455
 KE1455.Superseded values are not recommended for survey control.
 KE1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1455.See file dsdata.txt to determine how the superseded data were derived.
 KE1455
 KE1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6324529433(NAD 83)
 KE1455_MARKER: 55 = TOWER
 KE1455
 KE1455  HISTORY     - Date     Condition        Report By
 KE1455  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1455  HISTORY     - 1946     GOOD             CGS
 KE1455  HISTORY     - 1957     GOOD             CGS
 KE1455  HISTORY     - 1963     GOOD             CGS
 KE1455  HISTORY     - 1964     GOOD             CGS
 KE1455  HISTORY     - 1976     GOOD             NGS
 KE1455  HISTORY     - 1983     GOOD             NGS
 KE1455  HISTORY     - 20050820 GOOD             GEOCAC
 KE1455
 KE1455                          STATION DESCRIPTION
 KE1455
 KE1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1455'THIS STATION IS THE N OF TWO IDENTICAL TOWERS ON THE BUILDING OF
 KE1455'THE FIDELITY NATIONAL BANK AND TRUST COMPANY, AT THE SE CORNER OF
 KE1455'NINTH AND WALNUT STREETS, IN KANSAS CITY, MISSOURI.  THE LOWER
 KE1455'PART OF THE BUILDING WAS ERECTED 1898 AND THE UPPER PART,
 KE1455'INCLUDING THE TOWERS, WAS ERECTED IN 1916.  THE BUILDING IS THE
 KE1455'MOST PROMINENT IN THE CITY.
 KE1455'
 KE1455'THE TOWER, WHICH IS ON THE NORTHERN SIDE OF THE BUILDING, IS MADE
 KE1455'OF CREAM-COLORED STONE AND CONCRETE.  IT HAS 2 GLAZED WINDOWS
 KE1455'ON THE E AND W SIDES, TWO LOUVERED WINDOWS ON THE S SIDE AND
 KE1455'A CLOCK DIAL ON THE N SIDE.  THE ROOF OF THE TOWER IS MADE OF
 KE1455'GREEN TILE AND HAS A FINIAL AT THE APEX.  THE BUILDING IS
 KE1455'455 FEET TO THE TOWERS AND THE TOWERS ARE 80 FEET HIGH, MAKING
 KE1455'THE TOTAL HEIGHT ABOUT 535 FEET.
 KE1455
 KE1455                          STATION RECOVERY (1946)
 KE1455
 KE1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RGH)
 KE1455'THE DESCRIPTION IS ADEQUATE.
 KE1455
 KE1455                          STATION RECOVERY (1957)
 KE1455
 KE1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KE1455'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 KE1455'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KE1455
 KE1455                          STATION RECOVERY (1963)
 KE1455
 KE1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 KE1455'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN THE
 KE1455'ORIGINAL DESCRIPTION.
 KE1455
 KE1455                          STATION RECOVERY (1964)
 KE1455
 KE1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 KE1455'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION-
 KE1455'
 KE1455'THERE IS NOW A LARGE, WHITE BALL SHAPED RADAR ANTENNA SHELTER ON A
 KE1455'TOWER MADE OF STEEL TRUSSWORK SITUATED BETWEEN THE TWO TOWERS OF
 KE1455'THIS BUILDING.  THE TOP OF THE ANTENNA SHELTER PROJECTS ABOVE
 KE1455'THE BUILDING TOWERS.
 KE1455
 KE1455                          STATION RECOVERY (1976)
 KE1455
 KE1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 KE1455'QUAD 390943 STATION 1018 RECOVERED AS DESCRIBED.
 KE1455'
 KE1455'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY.
 KE1455
 KE1455                          STATION RECOVERY (1983)
 KE1455
 KE1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB)
 KE1455'THE STATION WAS RECOVERED AS DESCRIBED.
 KE1455'
 KE1455'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KANSAS CITY.
 KE1455
 KE1455                          STATION RECOVERY (2005)
 KE1455
 KE1455'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1455'THE CLOCK DESCRIBED IN 1934 HAS BEEN REMOVED.  THE RADAR ANTENNA
 KE1455'SHELTER DESCRIBED IN 1964 HAS BEEN REMOVED.  THE BUILDING IS NOW AN
 KE1455'APARTMENT BUILDING.
 KE1455' 
 KE1455' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1946 ***********************************************************************
 JE1946  DESIGNATION -  KANSAS CITY H COOK SCH CHIMNEY
 JE1946  PID         -  JE1946
 JE1946  STATE/COUNTY-  MO/JACKSON
 JE1946  USGS QUAD   -  GRANDVIEW (1991)
 JE1946
 JE1946                         *CURRENT SURVEY CONTROL
 JE1946  ___________________________________________________________________
 JE1946* NAD 83(1997)-  38 59 43.97108(N)    094 35 48.32166(W)     ADJUSTED  
 JE1946* NAVD 88     -                                                        
 JE1946  ___________________________________________________________________
 JE1946  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JE1946  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JE1946
 JE1946  HORZ ORDER  -  THIRD
 JE1946
 JE1946.The horizontal coordinates were established by classical geodetic methods
 JE1946.and adjusted by the National Geodetic Survey in February 2000..
 JE1946
 JE1946
 JE1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1946
 JE1946.The geoid height was determined by GEOID03.
 JE1946
 JE1946;                    North         East     Units Scale Factor Converg.
 JE1946;SPC MO W     -   313,959.581   841,618.341   MT  0.99994204   -0 03 39.2
 JE1946;SPC KS N     -    79,052.128   694,750.055   MT  0.99996671   +2 09 11.8
 JE1946;UTM  15      - 4,317,495.129   361,721.665   MT  0.99983545   -1 00 17.8
 JE1946
 JE1946                          SUPERSEDED SURVEY CONTROL
 JE1946
 JE1946  NAD 83(1997)-  38 59 43.97107(N)    094 35 48.32168(W) AD(       ) 4
 JE1946  NAD 83(1986)-  38 59 43.97715(N)    094 35 48.31802(W) AD(       ) 4
 JE1946  NAD 27      -  38 59 43.95384(N)    094 35 47.47607(W) AD(       ) 3
 JE1946
 JE1946.Superseded values are not recommended for survey control.
 JE1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1946.See file dsdata.txt to determine how the superseded data were derived.
 JE1946
 JE1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6172217495(NAD 83)
 JE1946_MARKER: 85 = CHIMNEY
 JE1946
 JE1946  HISTORY     - Date     Condition        Report By
 JE1946  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1946  HISTORY     - 20010331 GOOD             NGS
 JE1946  HISTORY     - 20050730 GOOD             GEOCAC
 JE1946
 JE1946                          STATION DESCRIPTION
 JE1946
 JE1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1946'THIS STATION IS THE CHIMNEY ON THE HALE H. COOK SCHOOL, IN THE
 JE1946'SOUTHWESTERN PART OF KANSAS CITY, MISSOURI.  IT IS LOCATED ABOUT
 JE1946'210 FEET S OF W SEVENTY-THIRD STREET, ABOUT 160 FEET W OF
 JE1946'PENNSYLVANIA AVENUE.  THE CHIMNEY WAS ERECTED IN 1923.
 JE1946'
 JE1946'THE CHIMNEY IS A SQUARE BRICK STRUCTURE ON THE SW CORNER OF THE
 JE1946'SCHOOL.  THE BUILDING IS ABOUT 60 FEET, AND THE CHIMNEY IS ABOUT
 JE1946'50 FEET, MAKING THE TOTAL HEIGHT ABOUT 110 FEET.
 JE1946
 JE1946                          STATION RECOVERY (2001)
 JE1946
 JE1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JE1946'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JE1946
 JE1946                          STATION RECOVERY (2005)
 JE1946
 JE1946'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1951 ***********************************************************************
 JE1951  DESIGNATION -  KANSAS CITY HICKMAN MILLS TANK
 JE1951  PID         -  JE1951
 JE1951  STATE/COUNTY-  MO/JACKSON
 JE1951  USGS QUAD   -  GRANDVIEW (1991)
 JE1951
 JE1951                         *CURRENT SURVEY CONTROL
 JE1951  ___________________________________________________________________
 JE1951* NAD 83(1997)-  38 55 13.18416(N)    094 30 45.42856(W)     ADJUSTED  
 JE1951* NAVD 88     -                                                        
 JE1951  ___________________________________________________________________
 JE1951  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JE1951  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JE1951
 JE1951  HORZ ORDER  -  THIRD
 JE1951
 JE1951.The horizontal coordinates were established by classical geodetic methods
 JE1951.and adjusted by the National Geodetic Survey in February 2000..
 JE1951
 JE1951
 JE1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1951
 JE1951.The geoid height was determined by GEOID03.
 JE1951
 JE1951;                    North         East     Units Scale Factor Converg.
 JE1951;SPC MO W     -   305,605.327   848,905.697   MT  0.99994119   -0 00 28.5
 JE1951;UTM  15      - 4,309,023.040   368,869.658   MT  0.99981174   -0 57 01.5
 JE1951
 JE1951                          SUPERSEDED SURVEY CONTROL
 JE1951
 JE1951  NAD 83(1997)-  38 55 13.18422(N)    094 30 45.42857(W) AD(       ) 4
 JE1951  NAD 83(1986)-  38 55 13.19071(N)    094 30 45.42538(W) AD(       ) 4
 JE1951  NAD 27      -  38 55 13.16462(N)    094 30 44.59330(W) AD(       ) 3
 JE1951
 JE1951.Superseded values are not recommended for survey control.
 JE1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1951.See file dsdata.txt to determine how the superseded data were derived.
 JE1951
 JE1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6887009023(NAD 83)
 JE1951_MARKER: 53 = ELEVATED TANK
 JE1951
 JE1951  HISTORY     - Date     Condition        Report By
 JE1951  HISTORY     - 1972     FIRST OBSERVED   NGS
 JE1951  HISTORY     - 20050329 GOOD             GEOCAC
 JE1951  HISTORY     - 20060408 GOOD             GEOCAC
 JE1951
 JE1951                          STATION DESCRIPTION
 JE1951
 JE1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1951'THE STATION, KANSAS CITY HICKMAN MILLS SUBDIVISION WATER TANK, IS THE
 JE1951'CENTER OF THE TOP OF AN ELEVATED WATER TANK, PAINTED SILVER AND IS
 JE1951'SUPPORTED BY EIGHT ROUND LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT
 JE1951'OF 135 FEET AND IS LOCATED IN THE HICKMAN MILLS SUBDIVISION.  IT IS
 JE1951'0.25 MILE SOUTHWEST OF THE JUNCTION OF BLUE RIDGE BOULEVARD AND
 JE1951'LONGVIEW ROAD AND 0.2 MILE SOUTHEAST OF THE JUNCTION OF LONGVIEW
 JE1951'AND BENNINGTON AVENUE.
 JE1951
 JE1951                          STATION RECOVERY (2005)
 JE1951
 JE1951'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 JE1951'TANK IS NOW WHITE AND HAS THE KANSAS CITY FOUNTAIN EMBLEM ON THE EAST
 JE1951'AND WEST SIDES.
 JE1951
 JE1951                          STATION RECOVERY (2006)
 JE1951
 JE1951'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1427 ***********************************************************************
 KE1427  DESIGNATION -  KANSAS CITY INTL APT TANK
 KE1427  PID         -  KE1427
 KE1427  STATE/COUNTY-  MO/PLATTE
 KE1427  USGS QUAD   -  FERRELVIEW (1975)
 KE1427
 KE1427                         *CURRENT SURVEY CONTROL
 KE1427  ___________________________________________________________________
 KE1427* NAD 83(1997)-  39 17 52.31142(N)    094 41 31.72883(W)     ADJUSTED  
 KE1427* NAVD 88     -                                                        
 KE1427  ___________________________________________________________________
 KE1427  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 KE1427  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE1427
 KE1427  HORZ ORDER  -  THIRD
 KE1427
 KE1427.This mark is at Kansas City Intl Airport (MCI)
 KE1427
 KE1427.The horizontal coordinates were established by classical geodetic methods
 KE1427.and adjusted by the National Geodetic Survey in February 2000..
 KE1427
 KE1427
 KE1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1427
 KE1427.The geoid height was determined by GEOID03.
 KE1427
 KE1427;                    North         East     Units Scale Factor Converg.
 KE1427;SPC MO W     -   347,533.442   833,425.988   MT  0.99994456   -0 07 18.1
 KE1427;UTM  15      - 4,351,196.638   354,086.125   MT  0.99986215   -1 04 18.9
 KE1427
 KE1427                          SUPERSEDED SURVEY CONTROL
 KE1427
 KE1427  NAD 83(1997)-  39 17 52.31139(N)    094 41 31.72843(W) AD(       ) 4
 KE1427  NAD 83(1986)-  39 17 52.31908(N)    094 41 31.72371(W) AD(       ) 4
 KE1427  NAD 27      -  39 17 52.31284(N)    094 41 30.87418(W) AD(       ) 3
 KE1427
 KE1427.Superseded values are not recommended for survey control.
 KE1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1427.See file dsdata.txt to determine how the superseded data were derived.
 KE1427
 KE1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5408651197(NAD 83)
 KE1427_MARKER: 53 = ELEVATED TANK
 KE1427
 KE1427  HISTORY     - Date     Condition        Report By
 KE1427  HISTORY     - 1974     FIRST OBSERVED   NGS
 KE1427  HISTORY     - 1978     GOOD             NGS
 KE1427  HISTORY     - 19880615 GOOD             NGS
 KE1427
 KE1427                          STATION DESCRIPTION
 KE1427
 KE1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KE1427'KANSAS CITY, MID-CONTINENT INTERNATIONAL, AIRPORT TANK IS A 6-LEGGED
 KE1427'STEEL STRUCTURE WITH AN OVAL SHAPED TANK, PAINTED ALTERNATELY RED
 KE1427'AND WHITE WITH AN OVERALL HEIGHT OF 155 FEET.
 KE1427'
 KE1427'STATION IS THE DOUBLE RED OBSTRUCTION LIGHT ATOP THE TANK.
 KE1427'
 KE1427'TANK IS LOCATED ABOUT 16 MILES NORTHWEST OF KANSAS CITY, MISSOURI AND
 KE1427'10-1/2 MILES EAST OF LEAVENWORTH, KANSAS AT THE EXTREME EAST EDGE OF
 KE1427'THE AIRPORT AND JUST NORTHWEST OF THE INTERSECTION OF I-29 HIGHWAY
 KE1427'AND 112TH STREET.
 KE1427
 KE1427                          STATION RECOVERY (1978)
 KE1427
 KE1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 KE1427'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION WAS NOT AVAILABLE TO
 KE1427'THE FIELD PARTY.
 KE1427'
 KE1427'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY
 KE1427'INTERNATIONAL AIRPORT.
 KE1427
 KE1427                          STATION RECOVERY (1988)
 KE1427
 KE1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KE1427'THE STATION IS LOCATED ON THE EAST SIDE OF THE AIRPORT, NEAR THE TWA
 KE1427'MAINTAINENCE CENTER, ABOUT 0.3 MI (0.5 KM) W OF US HIGHWAY 71, 0.2 MI
 KE1427'(0.3 KM) N OF THE TWA FACILITY, ABOUT 300 FT (91.4 M) N OF THE AIRPORT
 KE1427'DRIVE IN THE CENTER OF A PARKING LOT.  THE POINT INTERSECTED WAS THE
 KE1427'CENTER OF THE OBSTRUCTION LIGHT ON TOP OF THE SIX-LEGGED, RED AND
 KE1427'WHITE TANK IN THE MIDDLE OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1452 ***********************************************************************
 KE1452  DESIGNATION -  KANSAS CITY LADY OF SORROW CH
 KE1452  PID         -  KE1452
 KE1452  STATE/COUNTY-  MO/JACKSON
 KE1452  USGS QUAD   -  KANSAS CITY (1991)
 KE1452
 KE1452                         *CURRENT SURVEY CONTROL
 KE1452  ___________________________________________________________________
 KE1452* NAD 83(1997)-  39 04 45.80426(N)    094 34 43.17790(W)     ADJUSTED  
 KE1452* NAVD 88     -                                                        
 KE1452  ___________________________________________________________________
 KE1452  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 KE1452  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE1452
 KE1452  HORZ ORDER  -  THIRD
 KE1452
 KE1452.The horizontal coordinates were established by classical geodetic methods
 KE1452.and adjusted by the National Geodetic Survey in February 2000..
 KE1452
 KE1452
 KE1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1452
 KE1452.The geoid height was determined by GEOID03.
 KE1452
 KE1452;                    North         East     Units Scale Factor Converg.
 KE1452;SPC MO W     -   323,265.406   843,193.943   MT  0.99994175   -0 02 58.5
 KE1452;SPC KS N     -    88,412.086   695,964.964   MT  0.99996130   +2 09 53.0
 KE1452;UTM  15      - 4,326,772.691   363,450.324   MT  0.99982959   -0 59 43.2
 KE1452
 KE1452                          SUPERSEDED SURVEY CONTROL
 KE1452
 KE1452  NAD 83(1997)-  39 04 45.80428(N)    094 34 43.17792(W) AD(       ) 4
 KE1452  NAD 83(1986)-  39 04 45.81078(N)    094 34 43.17338(W) AD(       ) 4
 KE1452  NAD 27      -  39 04 45.79206(N)    094 34 42.33267(W) AD(       ) 3
 KE1452
 KE1452.Superseded values are not recommended for survey control.
 KE1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1452.See file dsdata.txt to determine how the superseded data were derived.
 KE1452
 KE1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6345026773(NAD 83)
 KE1452_MARKER: 55 = TOWER
 KE1452
 KE1452  HISTORY     - Date     Condition        Report By
 KE1452  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1452  HISTORY     - 1983     GOOD             NGS
 KE1452  HISTORY     - 20050326 GOOD             GEOCAC
 KE1452  HISTORY     - 20050716 GOOD             GEOCAC
 KE1452
 KE1452                          STATION DESCRIPTION
 KE1452
 KE1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1452'THIS STATION IS THE TOWER OF THE CHURCH OF OUR LADY OF SORROWS, AT
 KE1452'THE NW CORNER OF E TWENTY-SIXTH AND LOCUST STREETS, IN KANSAS CITY,
 KE1452'MISSOURI.  THE TOWER IS ON THE SE CORNER OF THE CHURCH, ABOUT 40
 KE1452'FEET N OF THE CENTER LINE OF E TWENTY-SIXTH STREET AND ABOUT 50 FEET
 KE1452'W OF THE CENTER LINE OF LOCUST STREET.  IT WAS ERECTED IN 1922.
 KE1452'THE CHURCH SETS ON A HIGH KNOLL AND THE TOWER IS VERY
 KE1452'PROMINENT AND OUTSTANDING.
 KE1452'
 KE1452'THE BASE OF THE TOWER IS A 24-FOOT SQUARE BROWN BRICK TOWER WITH
 KE1452'YELLOW BRICKS SET INTO IT IN A DIAMOND PATTERN.  THIS TOWER IS ABOUT
 KE1452'60 FEET HIGH.  ABOVE THIS THERE IS A 20-FOOT SQUARE BROWN BRICK
 KE1452'TOWER ABOUT 30 FEET HIGH WITH THREE ARCHED WHITE CASEMENTS IN EACH
 KE1452'SIDE, AND AN ORNAMENTAL WHITE RAIL AT THE TOP.  ON THIS SETS A
 KE1452'12-FOOT SQUARE BROWN BRICK TOWER ABOUT 20 FEET HIGH WITH A WHITE
 KE1452'ARCHED CASEMENT ON EACH SIDE AND A WHITE COLONNADE ON EACH SIDE
 KE1452'OF THE CASEMENT.  THERE IS AN ORNAMENTAL WHITE RAIL AROUND THE
 KE1452'TOP OF THIS SECTION AND A WHITE URN AT EACH CORNER.  ABOVE THIS
 KE1452'THERE IS A WHITE PEAR-SHAPED DOME, SUPPORTED BY 8 WHITE PILLARS.
 KE1452'THIS SECTION IS ABOUT 15 FEET HIGH.  AT THE TOP OF THE DOME
 KE1452'THERE IS A BLACK BALL ON WHICH SETS A BLACK LATIN CROSS ABOUT 8
 KE1452'FEET HIGH.  THE TOTAL HEIGHT IS ABOUT 135 FEET.
 KE1452
 KE1452                          STATION RECOVERY (1983)
 KE1452
 KE1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB)
 KE1452'THE STATION WAS RECOVERED AS DESCRIBED.
 KE1452'
 KE1452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY.
 KE1452
 KE1452                          STATION RECOVERY (2005)
 KE1452
 KE1452'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 KE1452'RECOVERED IN GOOD CONDITION.
 KE1452
 KE1452                          STATION RECOVERY (2005)
 KE1452
 KE1452'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1459 ***********************************************************************
 KE1459  DESIGNATION -  KANSAS CITY LIBERTY MEM MON
 KE1459  PID         -  KE1459
 KE1459  STATE/COUNTY-  MO/JACKSON
 KE1459  USGS QUAD   -  KANSAS CITY (1991)
 KE1459
 KE1459                         *CURRENT SURVEY CONTROL
 KE1459  ___________________________________________________________________
 KE1459* NAD 83(1997)-  39 04 51.81717(N)    094 35 09.41014(W)     ADJUSTED  
 KE1459* NAVD 88     -                                                        
 KE1459  ___________________________________________________________________
 KE1459  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 KE1459  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE1459
 KE1459  HORZ ORDER  -  THIRD
 KE1459
 KE1459.The horizontal coordinates were established by classical geodetic methods
 KE1459.and adjusted by the National Geodetic Survey in February 2000..
 KE1459
 KE1459
 KE1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1459
 KE1459.The geoid height was determined by GEOID03.
 KE1459
 KE1459;                    North         East     Units Scale Factor Converg.
 KE1459;SPC MO W     -   323,451.392   842,563.637   MT  0.99994186   -0 03 15.1
 KE1459;SPC KS N     -    88,573.583   695,327.931   MT  0.99996121   +2 09 36.4
 KE1459;UTM  15      - 4,326,969.035   362,823.245   MT  0.99983171   -0 59 59.9
 KE1459
 KE1459                          SUPERSEDED SURVEY CONTROL
 KE1459
 KE1459  NAD 83(1997)-  39 04 51.81718(N)    094 35 09.41016(W) AD(       ) 4
 KE1459  NAD 83(1986)-  39 04 51.82352(N)    094 35 09.40586(W) AD(       ) 4
 KE1459  NAD 27      -  39 04 51.80399(N)    094 35 08.56281(W) AD(       ) 3
 KE1459
 KE1459.Superseded values are not recommended for survey control.
 KE1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1459.See file dsdata.txt to determine how the superseded data were derived.
 KE1459
 KE1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6282326969(NAD 83)
 KE1459_MARKER: 70 = MONUMENT
 KE1459
 KE1459  HISTORY     - Date     Condition        Report By
 KE1459  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1459  HISTORY     - 1946     GOOD             CGS
 KE1459  HISTORY     - 1954     GOOD             CGS
 KE1459  HISTORY     - 1972     GOOD             NGS
 KE1459  HISTORY     - 1974     GOOD             NGS
 KE1459  HISTORY     - 1980     GOOD             NGS
 KE1459  HISTORY     - 1983     GOOD             NGS
 KE1459  HISTORY     - 20010331 GOOD             NGS
 KE1459  HISTORY     - 20040220 GOOD             GEOCAC
 KE1459  HISTORY     - 20050716 GOOD             GEOCAC
 KE1459
 KE1459                          STATION DESCRIPTION
 KE1459
 KE1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1459'THIS IS AN INTERSECTION STATION.  THIS STATION IS THE LIBERTY
 KE1459'MEMORIAL IN THE NORTHERN END OF PENN VALLEY PARK, JUST ACROSS
 KE1459'THE PLAZA, DIRECTLY S OF THE UNION STATION, IN KANSAS CITY,
 KE1459'MISSOURI.  IT IS ON A HIGH POINT OF GROUND OVERLOOKING THE CITY.  THE
 KE1459'MONUMENT SETS ON A DIAS OF COBBLE STONES BETWEEN TWO
 KE1459'CONCRETE BUILDINGS, KNOWN AS THE MUSEUM AND THE MEMORY HALL.
 KE1459'IT WAS DEDICATED IN 1921 AND IS ONE OF THE MOST PROMINENT
 KE1459'OBJECTS IN THE CITY.
 KE1459'
 KE1459'THE SHAFT OF THE MONUMENT IS MADE OF CONCRETE BLOCK.  IT
 KE1459'RESEMBLES IN SHAPE A HUGE CYLINDER FROM WHICH DEEP SEMI-CIRCULAR
 KE1459'SECTIONS HAVE BEEN CUT ON FOUR SIDES, ITS ENTIRE HEIGHT.  IN THE
 KE1459'DEPRESSIONS AROUND CONCRETE PILLARS RISE, NEARLY TO THE TOP
 KE1459'OF THE SHAFT.  AT THE TOP OF EACH PILLAR THERE IS A MARBLE
 KE1459'BUST.  THE TOP OF THE MONUMENT IS A HUGE CRUCIBLE, FROM WHICH
 KE1459'RED FIRE SEEMS TO BURN AT NIGHT.  THE SHAFT IS HOLLOW AND THE
 KE1459'TOP CAN BE REACHED BY ELEVATOR FROM A DOOR AT THE N SIDE OF
 KE1459'THE BASE.  THE ENTIRE HEIGHT OF THE SHAFT IS 217 FEET AND IT
 KE1459'EXTENDS ABOUT 440 FEET ABOVE THE LEVEL OF THE MISSOURI
 KE1459'RIVER.
 KE1459
 KE1459                          STATION RECOVERY (1946)
 KE1459
 KE1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RGH)
 KE1459'THE DESCRIPTION IS ADEQUATE.
 KE1459
 KE1459                          STATION RECOVERY (1954)
 KE1459
 KE1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 KE1459'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 KE1459
 KE1459                          STATION RECOVERY (1972)
 KE1459
 KE1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1459'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS
 KE1459'ADEQUATE.
 KE1459'1934.
 KE1459
 KE1459                          STATION RECOVERY (1974)
 KE1459
 KE1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KE1459'KANSAS CITY, LIBERTY MEMORIAL MONUMENT 1934 WAS RECOVERED IN GOOD
 KE1459'CONDITION AND AS DESCRIBED.
 KE1459'
 KE1459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTHERN PART
 KE1459'OF KANSAS CITY, MISSOURI.
 KE1459
 KE1459                          STATION RECOVERY (1980)
 KE1459
 KE1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 KE1459'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KE1459'
 KE1459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHERN
 KE1459'PART OF KANSAS CITY.
 KE1459
 KE1459                          STATION RECOVERY (1983)
 KE1459
 KE1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB)
 KE1459'THE STATION WAS RECOVERED AS DESCRIBED.
 KE1459'
 KE1459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KANSAS CITY.
 KE1459
 KE1459                          STATION RECOVERY (2001)
 KE1459
 KE1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1459'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1459
 KE1459                          STATION RECOVERY (2004)
 KE1459
 KE1459'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 KE1459'RECOVERED IN GOOD CONDITION.
 KE1459
 KE1459                          STATION RECOVERY (2005)
 KE1459
 KE1459'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1474 ***********************************************************************
 KE1474  DESIGNATION -  KANSAS CITY LORETTO ACAD CUP
 KE1474  PID         -  KE1474
 KE1474  STATE/COUNTY-  MO/JACKSON
 KE1474  USGS QUAD   -  KANSAS CITY (1991)
 KE1474
 KE1474                         *CURRENT SURVEY CONTROL
 KE1474  ___________________________________________________________________
 KE1474* NAD 83(1997)-  39 03 23.41698(N)    094 36 00.84011(W)     ADJUSTED  
 KE1474* NAVD 88     -                                                        
 KE1474  ___________________________________________________________________
 KE1474  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KE1474  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KE1474
 KE1474  HORZ ORDER  -  THIRD
 KE1474
 KE1474.The horizontal coordinates were established by classical geodetic methods
 KE1474.and adjusted by the National Geodetic Survey in February 2000..
 KE1474
 KE1474
 KE1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1474
 KE1474.The geoid height was determined by GEOID03.
 KE1474
 KE1474;                    North         East     Units Scale Factor Converg.
 KE1474;SPC MO W     -   320,726.733   841,324.564   MT  0.99994210   -0 03 47.4
 KE1474;SPC KS N     -    85,803.030   694,195.032   MT  0.99996257   +2 09 03.9
 KE1474;UTM  15      - 4,324,265.486   361,539.516   MT  0.99983606   -1 00 30.4
 KE1474
 KE1474                          SUPERSEDED SURVEY CONTROL
 KE1474
 KE1474  NAD 83(1997)-  39 03 23.41699(N)    094 36 00.84013(W) AD(       ) 4
 KE1474  NAD 83(1986)-  39 03 23.42345(N)    094 36 00.83598(W) AD(       ) 4
 KE1474  NAD 27      -  39 03 23.40441(N)    094 35 59.99295(W) AD(       ) 3
 KE1474
 KE1474.Superseded values are not recommended for survey control.
 KE1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1474.See file dsdata.txt to determine how the superseded data were derived.
 KE1474
 KE1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6154024265(NAD 83)
 KE1474_MARKER: 86 = CUPOLA
 KE1474
 KE1474  HISTORY     - Date     Condition        Report By
 KE1474  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1474  HISTORY     - 1960     GOOD             CGS
 KE1474  HISTORY     - 20050415 GOOD             INDIV
 KE1474
 KE1474                          STATION DESCRIPTION
 KE1474
 KE1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1474'THIS STATION IS THE CUPOLA ON THE CENTER BUILDING OF LORETTO
 KE1474'ACADEMY, AT THIRTY-NINTH STREET AND ROANOKE ROAD, IN KANSAS
 KE1474'CITY, MISSOURI.  IT IS ABOUT 300 FEET W OF ROANOKE ROAD, ABOUT
 KE1474'180 FEET S OF THIRTY-NINTH STREET.  THE BUILDING WAS ERECTED IN
 KE1474'1899.  THE CUPOLA IS VERY PROMINENT.
 KE1474'
 KE1474'THE CUPOLA SETS ON A RAILED PLATFORM ON THE FRONT PART OF THE
 KE1474'ROOF OF THE CENTRAL BUILDING.  THE CUPOLA IS ABOUT 30 FEET HIGH,
 KE1474'AND IS SUPPORTED BY 12 SILVERED PILLARS.  THE BUILDING IS ABOUT
 KE1474'80 FEET HIGH.  THE CUPOLA HAS A GREEN HOUR-GLASS SHAPED ROOF, ON
 KE1474'WHICH SETS A SEMI-SPHERICAL DOME, GREEN IN COLOR, ABOUT 25
 KE1474'FEET HIGH.  ON THIS DOME THERE IS A GOLD LATIN CROSS.  THE TOTAL
 KE1474'HEIGHT IS ABOUT 140 FEET.
 KE1474
 KE1474                          STATION RECOVERY (1960)
 KE1474
 KE1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 KE1474'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 KE1474
 KE1474                          STATION RECOVERY (2005)
 KE1474
 KE1474'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 KE1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1457 ***********************************************************************
 KE1457  DESIGNATION -  KANSAS CITY MERCY HOSP STACK
 KE1457  PID         -  KE1457
 KE1457  STATE/COUNTY-  MO/JACKSON
 KE1457  USGS QUAD   -  KANSAS CITY (1991)
 KE1457
 KE1457                         *CURRENT SURVEY CONTROL
 KE1457  ___________________________________________________________________
 KE1457* NAD 83(1997)-  39 06 27.22986(N)    094 33 39.61480(W)     ADJUSTED  
 KE1457* NAVD 88     -                                                        
 KE1457  ___________________________________________________________________
 KE1457  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 KE1457  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1457
 KE1457  HORZ ORDER  -  THIRD
 KE1457
 KE1457.The horizontal coordinates were established by classical geodetic methods
 KE1457.and adjusted by the National Geodetic Survey in February 2000..
 KE1457
 KE1457
 KE1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1457
 KE1457.The geoid height was determined by GEOID03.
 KE1457
 KE1457;                    North         East     Units Scale Factor Converg.
 KE1457;SPC MO W     -   326,391.824   844,723.754   MT  0.99994152   -0 02 18.5
 KE1457;SPC KS N     -    91,595.339   697,372.861   MT  0.99995996   +2 10 33.3
 KE1457;UTM  15      - 4,329,873.070   365,031.365   MT  0.99982430   -0 59 05.3
 KE1457
 KE1457                          SUPERSEDED SURVEY CONTROL
 KE1457
 KE1457  NAD 83(1997)-  39 06 27.22986(N)    094 33 39.61483(W) AD(       ) 4
 KE1457  NAD 83(1986)-  39 06 27.23614(N)    094 33 39.61082(W) AD(       ) 4
 KE1457  NAD 27      -  39 06 27.21892(N)    094 33 38.77141(W) AD(       ) 3
 KE1457
 KE1457.Superseded values are not recommended for survey control.
 KE1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1457.See file dsdata.txt to determine how the superseded data were derived.
 KE1457
 KE1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6503129873(NAD 83)
 KE1457_MARKER: 63 = STACK
 KE1457
 KE1457  HISTORY     - Date     Condition        Report By
 KE1457  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1457  HISTORY     - 20050730 GOOD             GEOCAC
 KE1457
 KE1457                          STATION DESCRIPTION
 KE1457
 KE1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1457'THIS STATION IS THE STACK ON THE POWER HOUSE OF THE MERCY HOSPITAL,
 KE1457'IN KANSAS CITY, MISSOURI.  IT IS ABOUT 400 FEET W OF WOODLAND
 KE1457'AVENUE AND ABOUT 310 FEET N OF INDEPENDENCE AVENUE.  THE STACK
 KE1457'IS AT N END OF THE POWER HOUSE, AT THE REAR OF THE HOSPITAL.
 KE1457'IT WAS ERECTED IN 1913.
 KE1457'
 KE1457'THE STACK IS A RED BRICK STRUCTURE ABOUT 14 FEET AT THE BASE
 KE1457'AND ABOUT 7 FEET AT THE TOP.  IT HAS A COLLAR AT THE TOP.  THE
 KE1457'TOTAL HEIGHT IS ABOUT 120 FEET.
 KE1457
 KE1457                          STATION RECOVERY (2005)
 KE1457
 KE1457'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1451 ***********************************************************************
 KE1451  DESIGNATION -  KANSAS CITY MO CITY HALL FLAG
 KE1451  PID         -  KE1451
 KE1451  STATE/COUNTY-  MO/JACKSON
 KE1451  USGS QUAD   -  KANSAS CITY (1991)
 KE1451
 KE1451                         *CURRENT SURVEY CONTROL
 KE1451  ___________________________________________________________________
 KE1451* NAD 83(1997)-  39 06 02.14587(N)    094 34 40.47302(W)     ADJUSTED  
 KE1451* NAVD 88     -                                                        
 KE1451  ___________________________________________________________________
 KE1451  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 KE1451  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1451
 KE1451  HORZ ORDER  -  THIRD
 KE1451
 KE1451.The horizontal coordinates were established by classical geodetic methods
 KE1451.and adjusted by the National Geodetic Survey in February 2000..
 KE1451
 KE1451
 KE1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1451
 KE1451.The geoid height was determined by GEOID03.
 KE1451
 KE1451;                    North         East     Units Scale Factor Converg.
 KE1451;SPC MO W     -   325,619.443   843,260.972   MT  0.99994174   -0 02 56.9
 KE1451;SPC KS N     -    90,767.000   695,940.988   MT  0.99996027   +2 09 54.7
 KE1451;UTM  15      - 4,329,125.037   363,556.196   MT  0.99982923   -0 59 43.1
 KE1451
 KE1451                          SUPERSEDED SURVEY CONTROL
 KE1451
 KE1451  NAD 83(1997)-  39 06 02.14589(N)    094 34 40.47303(W) AD(       ) 4
 KE1451  NAD 83(1986)-  39 06 02.15209(N)    094 34 40.46820(W) AD(       ) 4
 KE1451  NAD 27      -  39 06 02.13539(N)    094 34 39.62781(W) AD(       ) 3
 KE1451
 KE1451.Superseded values are not recommended for survey control.
 KE1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1451.See file dsdata.txt to determine how the superseded data were derived.
 KE1451
 KE1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6355629125(NAD 83)
 KE1451_MARKER: 83 = FLAGSTAFF
 KE1451
 KE1451  HISTORY     - Date     Condition        Report By
 KE1451  HISTORY     - 1949     FIRST OBSERVED   CGS
 KE1451  HISTORY     - 1952     GOOD             CGS
 KE1451  HISTORY     - 1972     GOOD             NGS
 KE1451  HISTORY     - 1974     GOOD             NGS
 KE1451
 KE1451                          STATION DESCRIPTION
 KE1451
 KE1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1451'LOCATED ON THE CENTER OF THE TOP OF THE CITY HALL BUILDING
 KE1451'WHICH IS LOCATED IN THE SOUTHEAST ANGLE OF 11TH AND OAK
 KE1451'STREET.  IT IS A GREY STONE STRUCTURE ABOUT 32 STORIES HIGH
 KE1451'WITH THE FLAGSTAFF IN THE CENTER OF THE TOP OF THE BUILDING.
 KE1451'THE POINT OBSERVED UPON, WAS THE TOP OF THE FLAGSTAFF.
 KE1451
 KE1451                          STATION RECOVERY (1952)
 KE1451
 KE1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WTJ)
 KE1451'RECOVERED AS DESCRIBED.
 KE1451
 KE1451                          STATION RECOVERY (1972)
 KE1451
 KE1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1451'STATION RECOVERED IN GOOD CONDITION.  THE STATION, KANSAS CITY CITY
 KE1451'HALL FLAGSTAFF 1949, IS THE CENTER OF THE BASE OF A TAPERED STEEL
 KE1451'FLAGPOLE.  THE BASE OF THE POLE IS 1.2 FEET IN DIAMETER, PAINTED
 KE1451'SILVER AND IS LOCATED IN THE CENTER OF THE CITY HALL BUILDING IN
 KE1451'THE SOUTHEAST ANGLE OF 11TH AND OAK STREETS.  A MEASUREMENT WAS
 KE1451'MADE FROM TRIANGULATION STATION CITY HALL THE DISTANCE BEING (42.99)
 KE1451'FEET OF 13.104 METERS.  THIS STATION WAS PREVIOUSLY LOCATED BY
 KE1451'INTERSECTION.
 KE1451
 KE1451                          STATION RECOVERY (1974)
 KE1451
 KE1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 KE1451'THE STATION WAS RECOVERED AS DESCRIBED BY I.L CRABBE IN 1972.
 KE1451'
 KE1451'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KANSAS CITY,
 KE1451'MISSOURI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1480 ***********************************************************************
 KE1480  DESIGNATION -  KANSAS CITY MOPWD RAD TWR
 KE1480  PID         -  KE1480
 KE1480  STATE/COUNTY-  MO/JACKSON
 KE1480  USGS QUAD   -  KANSAS CITY (1991)
 KE1480
 KE1480                         *CURRENT SURVEY CONTROL
 KE1480  ___________________________________________________________________
 KE1480* NAD 83(1997)-  39 04 31.16183(N)    094 31 17.75304(W)     ADJUSTED  
 KE1480* NAVD 88     -                                                        
 KE1480  ___________________________________________________________________
 KE1480  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 KE1480  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE1480
 KE1480  HORZ ORDER  -  THIRD
 KE1480
 KE1480.The horizontal coordinates were established by classical geodetic methods
 KE1480.and adjusted by the National Geodetic Survey in February 2000..
 KE1480
 KE1480
 KE1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1480
 KE1480.The geoid height was determined by GEOID03.
 KE1480
 KE1480;                    North         East     Units Scale Factor Converg.
 KE1480;SPC MO W     -   322,811.165   848,131.132   MT  0.99994122   -0 00 49.0
 KE1480;UTM  15      - 4,326,237.090   368,378.753   MT  0.99981332   -0 57 33.4
 KE1480
 KE1480                          SUPERSEDED SURVEY CONTROL
 KE1480
 KE1480  NAD 83(1997)-  39 04 31.16184(N)    094 31 17.75307(W) AD(       ) 4
 KE1480  NAD 83(1986)-  39 04 31.16832(N)    094 31 17.74846(W) AD(       ) 4
 KE1480  NAD 27      -  39 04 31.14808(N)    094 31 16.91221(W) AD(       ) 3
 KE1480
 KE1480.Superseded values are not recommended for survey control.
 KE1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1480.See file dsdata.txt to determine how the superseded data were derived.
 KE1480
 KE1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6837926237(NAD 83)
 KE1480_MARKER: 43 = RADIO/TV TOWER
 KE1480
 KE1480  HISTORY     - Date     Condition        Report By
 KE1480  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1480  HISTORY     - 20010331 GOOD             NGS
 KE1480
 KE1480                          STATION DESCRIPTION
 KE1480
 KE1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1480'THE STATION, KANSAS CITY RADIO TOWER KAM 228, IS THE CENTER OF THE
 KE1480'TOP OF A FOUR LEGGED, SELF SUPPORTING TOWER THAT IS PAINTED
 KE1480'ALTRNATELY RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 300
 KE1480'FEET AND IS THE PROPERTY OF THE KANSAS CITY, MISSOURI PUBLIC WORKS
 KE1480'DEPARTMENT.
 KE1480'
 KE1480'IT IS LOCATED IN THE SOUTHWEST ANGLE OF VAN BRUNT BOULEVARD AND 27TH
 KE1480'STREET IN KANSAS CITY, MISSOURI.
 KE1480
 KE1480                          STATION RECOVERY (2001)
 KE1480
 KE1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1480'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1390 ***********************************************************************
 KE1390  DESIGNATION -  KANSAS CITY MOSHD RAD TWR
 KE1390  PID         -  KE1390
 KE1390  STATE/COUNTY-  MO/JACKSON
 KE1390  USGS QUAD   -  INDEPENDENCE (1990)
 KE1390
 KE1390                         *CURRENT SURVEY CONTROL
 KE1390  ___________________________________________________________________
 KE1390* NAD 83(1997)-  39 03 17.97711(N)    094 28 58.76381(W)     ADJUSTED  
 KE1390* NAVD 88     -                                                        
 KE1390  ___________________________________________________________________
 KE1390  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 KE1390  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1390
 KE1390  HORZ ORDER  -  THIRD
 KE1390
 KE1390.The horizontal coordinates were established by classical geodetic methods
 KE1390.and adjusted by the National Geodetic Survey in February 2000..
 KE1390
 KE1390
 KE1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1390
 KE1390.The geoid height was determined by GEOID03.
 KE1390
 KE1390;                    North         East     Units Scale Factor Converg.
 KE1390;SPC MO W     -   320,554.345   851,472.292   MT  0.99994120   +0 00 38.6
 KE1390;UTM  15      - 4,323,925.754   371,681.779   MT  0.99980275   -0 56 04.2
 KE1390
 KE1390                          SUPERSEDED SURVEY CONTROL
 KE1390
 KE1390  NAD 83(1997)-  39 03 17.97712(N)    094 28 58.76384(W) AD(       ) 4
 KE1390  NAD 83(1986)-  39 03 17.98299(N)    094 28 58.75834(W) AD(       ) 4
 KE1390  NAD 27      -  39 03 17.96291(N)    094 28 57.92657(W) AD(       ) 3
 KE1390
 KE1390.Superseded values are not recommended for survey control.
 KE1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1390.See file dsdata.txt to determine how the superseded data were derived.
 KE1390
 KE1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7168223926(NAD 83)
 KE1390_MARKER: 43 = RADIO/TV TOWER
 KE1390
 KE1390  HISTORY     - Date     Condition        Report By
 KE1390  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1390  HISTORY     - 20010331 GOOD             NGS
 KE1390  HISTORY     - 20060114 GOOD             GEOCAC
 KE1390
 KE1390                          STATION DESCRIPTION
 KE1390
 KE1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1390'THE STATION, KANSAS CITY RADIO TOWER WJD 31, IS THE TOP CENTER OF A
 KE1390'THREE LEGGED SELF SUPPORTING TOWER THAT IS PAINTED ALTERNATELY RED
 KE1390'AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 250 FEET AND IS
 KE1390'THE PROPERTY OF THE MISSOURI STATE HIGHWAY DEPARTMENT.
 KE1390'
 KE1390'IT IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE TRUMAN SPORTS COMPLEX,
 KE1390'0.05 MILE WEST OF INTERSTATE 70 AND 0.05 MILE SOUTH OF STADIUM
 KE1390'ROAD.
 KE1390
 KE1390                          STATION RECOVERY (2001)
 KE1390
 KE1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1390'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1390
 KE1390                          STATION RECOVERY (2006)
 KE1390
 KE1390'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1431 ***********************************************************************
 KE1431  DESIGNATION -  KANSAS CITY MUN APT STA A
 KE1431  PID         -  KE1431
 KE1431  STATE/COUNTY-  MO/CLAY
 KE1431  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1431
 KE1431                         *CURRENT SURVEY CONTROL
 KE1431  ___________________________________________________________________
 KE1431* NAD 83(1997)-  39 08 01.49235(N)    094 35 24.38355(W)     ADJUSTED  
 KE1431* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 KE1431  ___________________________________________________________________
 KE1431  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 KE1431  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1431
 KE1431  HORZ ORDER  -  THIRD
 KE1431
 KE1431.This mark is at Kansas City Downtown Airport (MKC)
 KE1431
 KE1431.The horizontal coordinates were established by classical geodetic methods
 KE1431.and adjusted by the National Geodetic Survey in February 2000..
 KE1431
 KE1431.The orthometric height was scaled from a topographic map.
 KE1431
 KE1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1431
 KE1431.The geoid height was determined by GEOID03.
 KE1431
 KE1431;                    North         East     Units Scale Factor Converg.
 KE1431;SPC MO W     -   329,300.640   842,209.569   MT  0.99994192   -0 03 24.7
 KE1431;UTM  15      - 4,332,822.690   362,565.856   MT  0.99983257   -1 00 13.4
 KE1431
 KE1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1431!SPC MO W     -   0.99996916  x   0.99994192  =   0.99991108
 KE1431!UTM  15      -   0.99996916  x   0.99983257  =   0.99980173
 KE1431
 KE1431:                Primary Azimuth Mark                     Grid Az
 KE1431:SPC MO W     -  KANSAS CITY AMERICAN CAN CO TK           090 31 52.0
 KE1431:UTM  15      -  KANSAS CITY AMERICAN CAN CO TK           091 28 40.7
 KE1431
 KE1431|---------------------------------------------------------------------|
 KE1431| PID    Reference Object                     Distance      Geod. Az  |
 KE1431|                                                           dddmmss.s |
 KE1431| KE1436 KANSAS CITY AMERICAN CAN CO TK      APPROX. 1.7 KM 0902827.3 |
 KE1431| KE1455 KANSAS CITY FID NAT BANK N TWR      APPROX. 3.5 KM 1673941.4 |
 KE1431| KE1489 AIRPORT BCN KANSAS CITY APT         APPROX. 1.3 KM 2120455.7 |
 KE1431|---------------------------------------------------------------------|
 KE1431
 KE1431                          SUPERSEDED SURVEY CONTROL
 KE1431
 KE1431  NAD 83(1997)-  39 08 01.49236(N)    094 35 24.38358(W) AD(       ) 3
 KE1431  NAD 83(1986)-  39 08 01.49888(N)    094 35 24.37938(W) AD(       ) 3
 KE1431  NAD 27      -  39 08 01.48267(N)    094 35 23.53673(W) AD(       ) 3
 KE1431
 KE1431.Superseded values are not recommended for survey control.
 KE1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1431.See file dsdata.txt to determine how the superseded data were derived.
 KE1431
 KE1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6256632823(NAD 83)
 KE1431_MARKER: DT = TOPOGRAPHIC STATION DISK
 KE1431_SETTING: 0 = UNSPECIFIED SETTING
 KE1431_STAMPING: AP 1960 STA A
 KE1431_MARK LOGO: CGS   
 KE1431_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KE1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1431
 KE1431  HISTORY     - Date     Condition        Report By
 KE1431  HISTORY     - 1960     MONUMENTED       CGS
 KE1431  HISTORY     - 1976     GOOD             NGS
 KE1431  HISTORY     - 1980     GOOD             NGS
 KE1431  HISTORY     - 19910529 GOOD             NGS
 KE1431
 KE1431                          STATION DESCRIPTION
 KE1431
 KE1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RLS)
 KE1431'STATION IS LOCATED AT MUNICIPAL AIRPORT, KANSAS CITY, MISSOURI
 KE1431'AND IS A STANDARD USC AND GS TOPOGRAPHIC DISK SET IN A DRILLHOLE
 KE1431'IN THE NW END OF RWY. NO. 18.  THE DISK IS STAMPED AP 1960 STA.
 KE1431'A.
 KE1431
 KE1431                          STATION RECOVERY (1976)
 KE1431
 KE1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 KE1431'QUAD 390943 STATION 1027.
 KE1431'RECOVERED AS DESCRIBED.
 KE1431'
 KE1431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY.
 KE1431
 KE1431                          STATION RECOVERY (1980)
 KE1431
 KE1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 KE1431'RECOVERED AS DESCRIBED.
 KE1431'
 KE1431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT K. C.
 KE1431'DOWNTOWN AIRPORT.
 KE1431
 KE1431                          STATION RECOVERY (1991)
 KE1431
 KE1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KE1431'STATION IS LOCATED ON THE NORTHWEST EDGE AND CORNER OF RUNWAY END 19.
 KE1431'ONE FOOT SOUTH OF THE PHYSICAL END AND 0.4 FOOT (12.2 CM) EAST OF THE
 KE1431'WEST EDGE OF THE RUNWAY.  A STANDARD TOPOGRAPHC DISK SET IN A DRILL
 KE1431'HOLE FLUSH WITH THE RUNWAY, STAMPED AP 1960 STA A.  NOTE, QUAD 390943
 KE1431'STA 1027
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1468 ***********************************************************************
 KE1468  DESIGNATION -  KANSAS CITY MUN APT ARP
 KE1468  PID         -  KE1468
 KE1468  STATE/COUNTY-  MO/CLAY
 KE1468  USGS QUAD   -  KANSAS CITY (1991)
 KE1468
 KE1468                         *CURRENT SURVEY CONTROL
 KE1468  ___________________________________________________________________
 KE1468* NAD 83(1997)-  39 07 26.44210(N)    094 35 31.76358(W)     ADJUSTED  
 KE1468* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 KE1468  ___________________________________________________________________
 KE1468  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 KE1468  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE1468
 KE1468  HORZ ORDER  -  THIRD
 KE1468
 KE1468.This mark is at Kansas City Downtown Airport (MKC)
 KE1468
 KE1468.The horizontal coordinates were established by classical geodetic methods
 KE1468.and adjusted by the National Geodetic Survey in February 2000..
 KE1468
 KE1468.The orthometric height was scaled from a topographic map.
 KE1468
 KE1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1468
 KE1468.The geoid height was determined by GEOID03.
 KE1468
 KE1468;                    North         East     Units Scale Factor Converg.
 KE1468;SPC MO W     -   328,219.991   842,031.232   MT  0.99994196   -0 03 29.3
 KE1468;UTM  15      - 4,331,745.252   362,369.709   MT  0.99983324   -1 00 17.3
 KE1468
 KE1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1468!SPC MO W     -   0.99996916  x   0.99994196  =   0.99991112
 KE1468!UTM  15      -   0.99996916  x   0.99983324  =   0.99980240
 KE1468
 KE1468:                Primary Azimuth Mark                     Grid Az
 KE1468:SPC MO W     -  KANSAS CITY WATERWORKS TANK              013 29 09.9
 KE1468:UTM  15      -  KANSAS CITY WATERWORKS TANK              014 25 57.9
 KE1468
 KE1468|---------------------------------------------------------------------|
 KE1468| PID    Reference Object                     Distance      Geod. Az  |
 KE1468|                                                           dddmmss.s |
 KE1468| KE1433 KANSAS CITY WATERWORKS TANK         APPROX. 3.9 KM 0132540.6 |
 KE1468| KE1455 KANSAS CITY FID NAT BANK N TWR      APPROX. 2.5 KM 1581517.5 |
 KE1468| KE1458 KANSAS CITY PWR AND LT TOWER        APPROX. 3.0 KM 1673750.1 |
 KE1468| KE1477 KANSAS CITY ARMOUR STACK R 5        APPROX. 2.5 KM 2174703.6 |
 KE1468| KE1489 AIRPORT BCN KANSAS CITY APT         APPROX. 0.5 KM 2691444.9 |
 KE1468|---------------------------------------------------------------------|
 KE1468
 KE1468                          SUPERSEDED SURVEY CONTROL
 KE1468
 KE1468  NAD 83(1997)-  39 07 26.44211(N)    094 35 31.76360(W) AD(       ) 3
 KE1468  NAD 83(1986)-  39 07 26.44851(N)    094 35 31.75932(W) AD(       ) 3
 KE1468  NAD 27      -  39 07 26.43234(N)    094 35 30.91654(W) AD(       ) 3
 KE1468
 KE1468.Superseded values are not recommended for survey control.
 KE1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1468.See file dsdata.txt to determine how the superseded data were derived.
 KE1468
 KE1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6237031745(NAD 83)
 KE1468_MARKER: DT = TOPOGRAPHIC STATION DISK
 KE1468_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KE1468_SP_SET: CONCRETE RUNWAY
 KE1468_STAMPING: ARP 1952
 KE1468_MARK LOGO: CGS   
 KE1468_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KE1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1468
 KE1468  HISTORY     - Date     Condition        Report By
 KE1468  HISTORY     - 1952     MONUMENTED       CGS
 KE1468  HISTORY     - 1976     GOOD             NGS
 KE1468  HISTORY     - 1980     GOOD             NGS
 KE1468  HISTORY     - 19910529 GOOD             NGS
 KE1468
 KE1468                          STATION DESCRIPTION
 KE1468
 KE1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLS)
 KE1468'STATION IS LOCATED AT MUNICIPAL AIRPORT, KANSAS CITY, MISSOURI,
 KE1468'AND IS A STANDARD TOPOGRAPHIC DISK SET IN A DRILL HOLE IN A
 KE1468'CONCRETE RUNWAY FILLET LEADING OFF RUNWAY 18-36 TO THE E-W
 KE1468'TAXIWAY.  SUB-POINTS ARE AS SHOWN IN THE SKETCH.
 KE1468
 KE1468                          STATION RECOVERY (1976)
 KE1468
 KE1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 KE1468'RECOVERED AS DESCRIBED.
 KE1468'
 KE1468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY.
 KE1468
 KE1468                          STATION RECOVERY (1980)
 KE1468
 KE1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 KE1468'STATION RECOVERED AS DESCRIBED WITH ADDITIONAL DESCRIPTION.  THE
 KE1468'STATION IS LOCATED 29.53 FEET WEST OF THE 3RD TAXIWAY LIGHT FROM
 KE1468'RUNWAY, 35.57 FEET SE OF THE 2ND TAXIWAY LIGHT, 62.54 FEET EAST OF
 KE1468'THE EAST SIDE OF RUNWAY 18-36, AND 213.25 FEET SSE OF 1ST RUNWAY
 KE1468'LIGHT NORTH OF TAXIWAY, LIGHT MARKED NO. 426.
 KE1468'
 KE1468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT K. C.
 KE1468'DOWNTOWN AIRPORT.
 KE1468
 KE1468                          STATION RECOVERY (1991)
 KE1468
 KE1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KE1468'STATION IS LOCATED AT THE KANSAS CITY DOWNTOWN AIRPORT, AND IS A
 KE1468'STANDARD TOPO DISK SET IN A DRILL HOLE IN A CONCRETE RUNWAY FILLET
 KE1468'LEADING OFF RWY.  18-36 TO THE EAST-WEST TAXIWAY.  IT IS 29.53 FT
 KE1468'(9.00 M) WEST OF THE 3RD TAXIWAY LIGHT FROM RUNWAY, 35.57 FT (10.84 M)
 KE1468'SE OF THE 2ND TAXIWAY LIGHT, 62.54 FT (19.06 M) EAST OF THE EAST SIDE
 KE1468'OF RUNWAY 18-36, AND 213.25 FT (65.00 M) SSE OF THE 1ST RUNWAY LIGHT
 KE1468'NORTH OF THE E-W TAXIWAY, LIGHT MARKED NO 426.  MARK IS STAMPED ARP
 KE1468'1952, SET FLUSH WITH THE SURFACE OF THE TAXIWAY.  NOTE, QUAD 390943
 KE1468'STA 1026.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1471 ***********************************************************************
 KE1471  DESIGNATION -  KANSAS CITY MUNICIPAL APT AP STA B RESET
 KE1471  PID         -  KE1471
 KE1471  STATE/COUNTY-  MO/CLAY
 KE1471  USGS QUAD   -  KANSAS CITY (1991)
 KE1471
 KE1471                         *CURRENT SURVEY CONTROL
 KE1471  ___________________________________________________________________
 KE1471* NAD 83(1997)-  39 06 54.00566(N)    094 35 43.90264(W)     ADJUSTED  
 KE1471* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 KE1471  ___________________________________________________________________
 KE1471  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KE1471  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE1471
 KE1471  HORZ ORDER  -  THIRD
 KE1471
 KE1471.The horizontal coordinates were established by classical geodetic methods
 KE1471.and adjusted by the National Geodetic Survey in February 2000..
 KE1471
 KE1471.The orthometric height was scaled from a topographic map.
 KE1471
 KE1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1471
 KE1471.The geoid height was determined by GEOID03.
 KE1471
 KE1471;                    North         East     Units Scale Factor Converg.
 KE1471;SPC MO W     -   327,220.067   841,738.606   MT  0.99994202   -0 03 37.0
 KE1471;UTM  15      - 4,330,750.406   362,060.639   MT  0.99983429   -1 00 24.3
 KE1471
 KE1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1471!SPC MO W     -   0.99996916  x   0.99994202  =   0.99991118
 KE1471!UTM  15      -   0.99996916  x   0.99983429  =   0.99980345
 KE1471
 KE1471:                Primary Azimuth Mark                     Grid Az
 KE1471:SPC MO W     -  KANSAS CITY AMERICAN CAN CO TK           046 56 22.7
 KE1471:UTM  15      -  KANSAS CITY AMERICAN CAN CO TK           047 53 10.0
 KE1471
 KE1471|---------------------------------------------------------------------|
 KE1471| PID    Reference Object                     Distance      Geod. Az  |
 KE1471|                                                           dddmmss.s |
 KE1471| KE1436 KANSAS CITY AMERICAN CAN CO TK      APPROX. 3.0 KM 0465245.7 |
 KE1471| KE1455 KANSAS CITY FID NAT BANK N TWR      APPROX. 1.8 KM 1370157.3 |
 KE1471| KE1489 AIRPORT BCN KANSAS CITY APT         APPROX. 1.0 KM 3475430.7 |
 KE1471|---------------------------------------------------------------------|
 KE1471
 KE1471                          SUPERSEDED SURVEY CONTROL
 KE1471
 KE1471  NAD 83(1997)-  39 06 54.00567(N)    094 35 43.90266(W) AD(       ) 3
 KE1471  NAD 83(1986)-  39 06 54.01216(N)    094 35 43.89825(W) AD(       ) 3
 KE1471  NAD 27      -  39 06 53.99582(N)    094 35 43.05519(W) AD(       ) 3
 KE1471
 KE1471.Superseded values are not recommended for survey control.
 KE1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1471.See file dsdata.txt to determine how the superseded data were derived.
 KE1471
 KE1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6206130750(NAD 83)
 KE1471_MARKER: DB = BENCH MARK DISK
 KE1471_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KE1471_STAMPING: TOPO STA B RESET 1965
 KE1471_MARK LOGO: CGS   
 KE1471_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KE1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1471
 KE1471  HISTORY     - Date     Condition        Report By
 KE1471  HISTORY     - 1965     MONUMENTED       CGS
 KE1471  HISTORY     - 1976     GOOD             NGS
 KE1471  HISTORY     - 1980     GOOD             NGS
 KE1471  HISTORY     - 19910529 GOOD             NGS
 KE1471
 KE1471                          STATION DESCRIPTION
 KE1471
 KE1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 KE1471'RECOVERED IN GOOD CONDITION.
 KE1471'ORIGINAL DISK WAS DESTROYED.  A NEW BENCH MARK DISK WAS PLACED IN
 KE1471'THE DRILL HOLE AND IT IS STAMPED TOPO STA B RESET 1965.
 KE1471'
 KE1471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY.
 KE1471
 KE1471                          STATION RECOVERY (1980)
 KE1471
 KE1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 KE1471'A NEW DISK WAS SET BY DRILLING OUT THE OLD STEM IN 1965 BY E. B.
 KE1471'BROWN.  IT IS A C AND GS BENCH MARK STAMPED TOPO STA B RESET
 KE1471'1965.
 KE1471'
 KE1471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT K. C.
 KE1471'DOWNTOWN AIRPORT.
 KE1471
 KE1471                          STATION RECOVERY (1991)
 KE1471
 KE1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KE1471'STATION IS LOCATED ON THE WEST EDGE AND CORNER OF RUNWAY 1.  ONE FOOT
 KE1471'NORTH OF THE PHYSICAL END OF THE RUNWAY, 0.4 FOOT (12.2 CM) EAST OF
 KE1471'THE WEST EDGE OF THE RUNWAY.  A STANDARD BENCH MARK DISK STAMPED TOPO
 KE1471'STA B RESET 1965 SET IN THE ORIGINAL DRILL HOLE, FLUSH WITH THE
 KE1471'SURFACE OF THE RUNWAY.  NOTE, THIS IS THE ORIGINAL DRILL HOLE OF
 KE1471'STATION 1028 QUAD 390943--KANSAS CITY MUNICIPAL AIRPORT AP STA B 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1394 ***********************************************************************
 KE1394  DESIGNATION -  KANSAS CITY NE TANK
 KE1394  PID         -  KE1394
 KE1394  STATE/COUNTY-  MO/CLAY
 KE1394  USGS QUAD   -  LIBERTY (1990)
 KE1394
 KE1394                         *CURRENT SURVEY CONTROL
 KE1394  ___________________________________________________________________
 KE1394* NAD 83(1997)-  39 11 00.59477(N)    094 29 51.41466(W)     ADJUSTED  
 KE1394* NAVD 88     -                                                        
 KE1394  ___________________________________________________________________
 KE1394  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 KE1394  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE1394
 KE1394  HORZ ORDER  -  THIRD
 KE1394
 KE1394.The horizontal coordinates were established by classical geodetic methods
 KE1394.and adjusted by the National Geodetic Survey in February 2000..
 KE1394
 KE1394
 KE1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1394
 KE1394.The geoid height was determined by GEOID03.
 KE1394
 KE1394;                    North         East     Units Scale Factor Converg.
 KE1394;SPC MO W     -   334,819.697   850,206.041   MT  0.99994118   +0 00 05.4
 KE1394;UTM  15      - 4,338,208.123   370,651.497   MT  0.99980601   -0 56 46.8
 KE1394
 KE1394                          SUPERSEDED SURVEY CONTROL
 KE1394
 KE1394  NAD 83(1997)-  39 11 00.59480(N)    094 29 51.41470(W) AD(       ) 4
 KE1394  NAD 83(1986)-  39 11 00.57484(N)    094 29 51.44585(W) AD(       ) 4
 KE1394  NAD 83(1986)-  39 11 00.60767(N)    094 29 51.41546(W) AD(       ) 4
 KE1394  NAD 27      -  39 11 00.56543(N)    094 29 50.59141(W) AD(       ) 3
 KE1394
 KE1394.Superseded values are not recommended for survey control.
 KE1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1394.See file dsdata.txt to determine how the superseded data were derived.
 KE1394
 KE1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7065138208(NAD 83)
 KE1394_MARKER: 51 = TANK
 KE1394
 KE1394  HISTORY     - Date     Condition        Report By
 KE1394  HISTORY     - 1959     FIRST OBSERVED   CGS
 KE1394  HISTORY     - 1972     GOOD             NGS
 KE1394  HISTORY     - 20020114 MARK NOT FOUND   NGS
 KE1394  HISTORY     - 20051218 GOOD             GEOCAC
 KE1394
 KE1394                          STATION DESCRIPTION
 KE1394
 KE1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1394'THE STATION, KANSAS CITY NORTHEAST WATER TANK 1959, WAS RECOVERED IN
 KE1394'GOOD CONDITION.  THERE WAS NOT A PREVIOUS DESCRIPTION.
 KE1394'
 KE1394'THE STATION IS THE TOP CENTER OF AN ELEVATED WATER TANK, PAINTED GREY
 KE1394'AND IS SUPPORTED BY 15 ROUND LEGS.  THE STRUCTURE HAS AN OVERALL
 KE1394'HEIGHT OF 155 FEET, A CAPACITY OF 2,000,000 GALLONS AND IS LOCATED
 KE1394'IN THE SOUTHEAST ANGLE OF NORTHEAST RIDGWAY AVENUE AND NORTH
 KE1394'WINCHESTER AVENUE IN NORTHEAST KANSAS CITY, MISSOURI.
 KE1394
 KE1394                          STATION RECOVERY (2002)
 KE1394
 KE1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1394'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1394
 KE1394                          STATION RECOVERY (2005)
 KE1394
 KE1394'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1394'THE LOWER PORTION OF THE TANK IS PAINTED WHITE, AND THE UPPER PORTION
 KE1394'IS PAINTED IN MULTIPLE COLORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1402 ***********************************************************************
 KE1402  DESIGNATION -  KANSAS CITY PWR AND LT STACK
 KE1402  PID         -  KE1402
 KE1402  STATE/COUNTY-  MO/JACKSON
 KE1402  USGS QUAD   -  LIBERTY (1990)
 KE1402
 KE1402                         *CURRENT SURVEY CONTROL
 KE1402  ___________________________________________________________________
 KE1402* NAD 83(1997)-  39 07 50.55710(N)    094 28 40.22362(W)     ADJUSTED  
 KE1402* NAVD 88     -                                                        
 KE1402  ___________________________________________________________________
 KE1402  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 KE1402  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KE1402
 KE1402  HORZ ORDER  -  THIRD
 KE1402
 KE1402.The horizontal coordinates were established by classical geodetic methods
 KE1402.and adjusted by the National Geodetic Survey in February 2000..
 KE1402
 KE1402
 KE1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1402
 KE1402.The geoid height was determined by GEOID03.
 KE1402
 KE1402;                    North         East     Units Scale Factor Converg.
 KE1402;SPC MO W     -   328,959.803   851,916.001   MT  0.99994122   +0 00 50.3
 KE1402;UTM  15      - 4,332,321.570   372,264.120   MT  0.99980091   -0 55 58.0
 KE1402
 KE1402                          SUPERSEDED SURVEY CONTROL
 KE1402
 KE1402  NAD 83(1997)-  39 07 50.55711(N)    094 28 40.22366(W) AD(       ) 4
 KE1402  NAD 83(1986)-  39 07 50.56399(N)    094 28 40.21794(W) AD(       ) 4
 KE1402  NAD 27      -  39 07 50.54705(N)    094 28 39.39002(W) AD(       ) 3
 KE1402
 KE1402.Superseded values are not recommended for survey control.
 KE1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1402.See file dsdata.txt to determine how the superseded data were derived.
 KE1402
 KE1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7226432322(NAD 83)
 KE1402_MARKER: 63 = STACK
 KE1402
 KE1402  HISTORY     - Date     Condition        Report By
 KE1402  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1402  HISTORY     - 20051105 GOOD             GEOCAC
 KE1402
 KE1402                          STATION DESCRIPTION
 KE1402
 KE1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1402'THE STATION, KANSAS CITY POWER AND LIGHT COMPANY STACK, IS THE TOP
 KE1402'CENTER OF A CONCRETE STACK THAT IS PAINTED ALTERNATELY RED AND
 KE1402'WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 600 FEET AND IS
 KE1402'LOCATED ON THE SOUTH SIDE OF THE MISSOURI RIVER NEAR THE KANSAS
 KE1402'CITY-INDEPENDENCE CITIES LIMITS.  THE STACK IS THE PROPERTY OF
 KE1402'THE KANSAS CITY POWER AND LIGHT COMPANY.
 KE1402'
 KE1402'TO REACH FROM THE JUNCTION OF INTERSTATE 435 AND GARDNER AVENUE IN
 KE1402'NORTHEAST KANSAS CITY GO EAST ON GARDNER AVENUE FOR 1.0 MILE TO THE
 KE1402'STACK.
 KE1402
 KE1402                          STATION RECOVERY (2005)
 KE1402
 KE1402'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1458 ***********************************************************************
 KE1458  DESIGNATION -  KANSAS CITY PWR AND LT TOWER
 KE1458  PID         -  KE1458
 KE1458  STATE/COUNTY-  MO/JACKSON
 KE1458  USGS QUAD   -  KANSAS CITY (1991)
 KE1458
 KE1458                         *CURRENT SURVEY CONTROL
 KE1458  ___________________________________________________________________
 KE1458* NAD 83(1997)-  39 05 51.15730(N)    094 35 04.94678(W)     ADJUSTED  
 KE1458* NAVD 88     -                                                        
 KE1458  ___________________________________________________________________
 KE1458  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 KE1458  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1458
 KE1458  HORZ ORDER  -  THIRD
 KE1458
 KE1458.The horizontal coordinates were established by classical geodetic methods
 KE1458.and adjusted by the National Geodetic Survey in February 2000..
 KE1458
 KE1458
 KE1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1458
 KE1458.The geoid height was determined by GEOID03.
 KE1458
 KE1458;                    North         East     Units Scale Factor Converg.
 KE1458;SPC MO W     -   325,281.122   842,672.616   MT  0.99994184   -0 03 12.3
 KE1458;SPC KS N     -    90,406.192   695,366.132   MT  0.99996041   +2 09 39.3
 KE1458;UTM  15      - 4,328,796.514   362,962.400   MT  0.99983123   -0 59 58.3
 KE1458
 KE1458                          SUPERSEDED SURVEY CONTROL
 KE1458
 KE1458  NAD 83(1997)-  39 05 51.15730(N)    094 35 04.94681(W) AD(       ) 4
 KE1458  NAD 83(1986)-  39 05 51.16364(N)    094 35 04.94231(W) AD(       ) 4
 KE1458  NAD 27      -  39 05 51.14549(N)    094 35 04.10071(W) AD(       ) 3
 KE1458
 KE1458.Superseded values are not recommended for survey control.
 KE1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1458.See file dsdata.txt to determine how the superseded data were derived.
 KE1458
 KE1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6296228797(NAD 83)
 KE1458_MARKER: 55 = TOWER
 KE1458
 KE1458  HISTORY     - Date     Condition        Report By
 KE1458  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1458  HISTORY     - 1946     GOOD             CGS
 KE1458  HISTORY     - 1957     GOOD             CGS
 KE1458  HISTORY     - 1963     GOOD             CGS
 KE1458  HISTORY     - 1964     GOOD             CGS
 KE1458  HISTORY     - 1976     GOOD             NGS
 KE1458  HISTORY     - 1983     GOOD             NGS
 KE1458  HISTORY     - 20040220 GOOD             GEOCAC
 KE1458  HISTORY     - 20050820 GOOD             GEOCAC
 KE1458
 KE1458                          STATION DESCRIPTION
 KE1458
 KE1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1458'THIS IS AN INTERSECTION STATION.  THIS STATION IS THE TOWER ON THE
 KE1458'KANSAS CITY POWER AND LIGHT COMPANY, AT FOURTEENTH STREET AND
 KE1458'BALTIMORE, IN KANSAS CITY, MISSOURI.  THE TOWER IS ON A GRAY
 KE1458'CONCRETE AND STONE BUILDING AT THE NW CORNER.  THE BUILDING WAS
 KE1458'ERECTED IN 1931.  IT IS ONE OF THE MOST PROMINENT OBJECTS IN
 KE1458'KANSAS CITY.
 KE1458'
 KE1458'THE BUILDING UP TO THE TOWER IS 409 FEET HIGH.  THE TOWER IS A SQUARE
 KE1458'STRUCTURE WITH ORNAMENTAL GLASS WINDOWS IN EACH SIDE.  THE ROOF OF
 KE1458'THE TOWER IS A FACETED GLASS DOME WHICH IS LIGHTED AT NIGHT BY
 KE1458'VARI-COLORED LIGHTS.  THE TOWER IS ABOUT 80 FEET HIGH AND THE
 KE1458'TOTAL ELEVATION IS ABOUT 490 FEET.
 KE1458
 KE1458                          STATION RECOVERY (1946)
 KE1458
 KE1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RGH)
 KE1458'THE DESCRIPTION IS ADEQUATE.
 KE1458
 KE1458                          STATION RECOVERY (1957)
 KE1458
 KE1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KE1458'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 KE1458'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KE1458
 KE1458                          STATION RECOVERY (1963)
 KE1458
 KE1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 KE1458'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN THE
 KE1458'ORIGINAL DESCRIPTION.
 KE1458
 KE1458                          STATION RECOVERY (1964)
 KE1458
 KE1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 KE1458'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KE1458
 KE1458                          STATION RECOVERY (1976)
 KE1458
 KE1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 KE1458'QUAD 390943 STATION 1032.
 KE1458'RECOVERED AS DESCRIBED.
 KE1458'
 KE1458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY.
 KE1458
 KE1458                          STATION RECOVERY (1983)
 KE1458
 KE1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB)
 KE1458'THE STATION WAS RECOVERED AS DESCRIBED.
 KE1458'
 KE1458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KANSAS CITY.
 KE1458
 KE1458                          STATION RECOVERY (2004)
 KE1458
 KE1458'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 KE1458'RECOVERED IN GOOD CONDITION.
 KE1458
 KE1458                          STATION RECOVERY (2005)
 KE1458
 KE1458'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1458' 
 KE1458' 
 KE1458' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7377 ***********************************************************************
 AA7377  DESIGNATION -  KANSAS CITY RESET
 AA7377  PID         -  AA7377
 AA7377  STATE/COUNTY-  MO/JACKSON
 AA7377  USGS QUAD   -  KANSAS CITY (1991)
 AA7377
 AA7377                         *CURRENT SURVEY CONTROL
 AA7377  ___________________________________________________________________
 AA7377* NAD 83(1986)-  39 05 59.     (N)    094 34 28.     (W)     SCALED    
 AA7377* NAVD 88     -       277.17   (+/-2cm)     909.3    (feet)  VERTCON   
 AA7377  ___________________________________________________________________
 AA7377  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 AA7377
 AA7377  VERT ORDER  -  THIRD (See Below)
 AA7377
 AA7377.The horizontal coordinates were scaled from a topographic map and have
 AA7377.an estimated accuracy of +/- 6 seconds.
 AA7377
 AA7377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7377.The vertical order pertains to the NGVD 29 superseded value.
 AA7377
 AA7377.The geoid height was determined by GEOID03.
 AA7377
 AA7377;                    North         East    Units  Estimated Accuracy
 AA7377;SPC MO W     -   325,520.      843,560.      MT  (+/- 180 meters Scaled)
 AA7377
 AA7377                          SUPERSEDED SURVEY CONTROL
 AA7377
 AA7377  NGVD 29 (02/22/06)  277.09   (m)          909.1    (f) RESET       3  
 AA7377
 AA7377.Superseded values are not recommended for survey control.
 AA7377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7377.See file dsdata.txt to determine how the superseded data were derived.
 AA7377
 AA7377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD638290(NAD 83)
 AA7377_MARKER: DV = VERTICAL CONTROL DISK
 AA7377_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7377_SP_SET: SIDEWALK
 AA7377_STAMPING: KANSAS CITY RESET 1991
 AA7377_MARK LOGO: NGS   
 AA7377_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7377+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA7377
 AA7377  HISTORY     - Date     Condition        Report By
 AA7377  HISTORY     - 1991     MONUMENTED       MODNR
 AA7377  HISTORY     - 20030404 POOR             MODNR
 AA7377
 AA7377                          STATION DESCRIPTION
 AA7377
 AA7377'DESCRIBED BY MO DEPT OF NAT RES 1991 (BDC)
 AA7377'THE BENCH MARK IS LOCATED AT THE FEDERAL BUILDING 601 EAST 12TH.
 AA7377'STREET, KANSAS CITY, MO. THE MARK IS NEAR THE NORTH ENTERENCE OF THE
 AA7377'BUILDING AND 40.0 FT (12.2 M) . NORTHWEST FROM THE NORTHWEST CORNER OF
 AA7377'THE BUILDING FACING 12TH. STREET, 19.3 FT (5.9 M) SOUTH FROM THE FRONT
 AA7377'OF THE CURB TO A CIRCLE DRIVE, 2.2 FT (0.7 M). EAST FROM THE FLAG POLE
 AA7377'NEAR THE CIRCLE DRIVE.
 AA7377
 AA7377                          STATION RECOVERY (2003)
 AA7377
 AA7377'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 AA7377'BENCHMARK DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1949 ***********************************************************************
 JE1949  DESIGNATION -  KANSAS CITY RILEY MEM WATER TK
 JE1949  PID         -  JE1949
 JE1949  STATE/COUNTY-  MO/JACKSON
 JE1949  USGS QUAD   -  GRANDVIEW (1991)
 JE1949
 JE1949                         *CURRENT SURVEY CONTROL
 JE1949  ___________________________________________________________________
 JE1949* NAD 83(1997)-  38 59 24.87661(N)    094 34 55.75349(W)     ADJUSTED  
 JE1949* NAVD 88     -                                                        
 JE1949  ___________________________________________________________________
 JE1949  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JE1949  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JE1949
 JE1949  HORZ ORDER  -  THIRD
 JE1949
 JE1949.The horizontal coordinates were established by classical geodetic methods
 JE1949.and adjusted by the National Geodetic Survey in February 2000..
 JE1949
 JE1949
 JE1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1949
 JE1949.The geoid height was determined by GEOID03.
 JE1949
 JE1949;                    North         East     Units Scale Factor Converg.
 JE1949;SPC MO W     -   313,369.545   842,882.757   MT  0.99994180   -0 03 06.1
 JE1949;UTM  15      - 4,316,884.409   362,976.053   MT  0.99983119   -0 59 44.3
 JE1949
 JE1949                          SUPERSEDED SURVEY CONTROL
 JE1949
 JE1949  NAD 83(1997)-  38 59 24.87661(N)    094 34 55.75350(W) AD(       ) 4
 JE1949  NAD 83(1986)-  38 59 24.88292(N)    094 34 55.74944(W) AD(       ) 4
 JE1949  NAD 27      -  38 59 24.86044(N)    094 34 54.90955(W) AD(       ) 3
 JE1949
 JE1949.Superseded values are not recommended for survey control.
 JE1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1949.See file dsdata.txt to determine how the superseded data were derived.
 JE1949
 JE1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6297616884(NAD 83)
 JE1949_MARKER: 51 = TANK
 JE1949
 JE1949  HISTORY     - Date     Condition        Report By
 JE1949  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1949  HISTORY     - 1972     GOOD             NGS
 JE1949  HISTORY     - 20010331 GOOD             NGS
 JE1949  HISTORY     - 20050730 GOOD             GEOCAC
 JE1949
 JE1949                          STATION DESCRIPTION
 JE1949
 JE1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1949'THIS INTERSECTION STATION IS THE MARK T. RILEY MEMORIAL WATER
 JE1949'TOWER, IN KANSAS CITY, MISSOURI.  IT IS ABOUT 60 FEET WSW OF
 JE1949'STATION HOLMES, ABOUT 350 FEET W OF THE CENTER LINE OF HOLMES
 JE1949'AVENUE, ABOUT 420 FEET S OF THE CENTER LINE OF SEVENTY-FIFTH
 JE1949'STREET, WHICH AT THIS POINT IS ALSO KNOWN AS GREGORY BOULEVARD.
 JE1949'THE TOWER WAS ERECTED IN 1919 AND IS VERY PROMINENT.
 JE1949'
 JE1949'THE STATION IS A TALL CONCRETE TOWER ABOUT 155 FEET HIGH.  IT IS
 JE1949'ABOUT 50 FEET IN DIAMETER AND SETS ON AN OCTAGONAL BASE.  AT THE
 JE1949'TOP THERE IS AN OCTAGONAL TURRET SHAPED SECTION 12 FEET HIGH.
 JE1949'THE TOTAL HEIGHT IS ABOUT 167 FEET.
 JE1949
 JE1949                          STATION RECOVERY (1972)
 JE1949
 JE1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1949'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS
 JE1949'ADEQUATE.
 JE1949'
 JE1949'NOTE--THE STATION IS LISTED AS.  KANSAS CITY RILEY MEMORIAL WATER
 JE1949'TOWER 1934.
 JE1949
 JE1949                          STATION RECOVERY (2001)
 JE1949
 JE1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JE1949'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JE1949
 JE1949                          STATION RECOVERY (2005)
 JE1949
 JE1949'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1470 ***********************************************************************
 KE1470  DESIGNATION -  KANSAS CITY SIXTH CH OF CHRIST
 KE1470  PID         -  KE1470
 KE1470  STATE/COUNTY-  MO/JACKSON
 KE1470  USGS QUAD   -  KANSAS CITY (1991)
 KE1470
 KE1470                         *CURRENT SURVEY CONTROL
 KE1470  ___________________________________________________________________
 KE1470* NAD 83(1997)-  39 00 28.52570(N)    094 35 37.12341(W)     ADJUSTED  
 KE1470* NAVD 88     -                                                        
 KE1470  ___________________________________________________________________
 KE1470  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 KE1470  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KE1470
 KE1470  HORZ ORDER  -  THIRD
 KE1470
 KE1470.The horizontal coordinates were established by classical geodetic methods
 KE1470.and adjusted by the National Geodetic Survey in February 2000..
 KE1470
 KE1470
 KE1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1470
 KE1470.The geoid height was determined by GEOID03.
 KE1470
 KE1470;                    North         East     Units Scale Factor Converg.
 KE1470;SPC MO W     -   315,333.178   841,889.218   MT  0.99994199   -0 03 32.2
 KE1470;UTM  15      - 4,318,863.930   362,015.108   MT  0.99983445   -1 00 11.7
 KE1470
 KE1470                          SUPERSEDED SURVEY CONTROL
 KE1470
 KE1470  NAD 83(1997)-  39 00 28.52570(N)    094 35 37.12342(W) AD(       ) 4
 KE1470  NAD 83(1986)-  39 00 28.53209(N)    094 35 37.11932(W) AD(       ) 4
 KE1470  NAD 27      -  39 00 28.50957(N)    094 35 36.27830(W) AD(       ) 3
 KE1470
 KE1470.Superseded values are not recommended for survey control.
 KE1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1470.See file dsdata.txt to determine how the superseded data were derived.
 KE1470
 KE1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6201518864(NAD 83)
 KE1470_MARKER: 90 = CHURCH SPIRE
 KE1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1470+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 KE1470
 KE1470  HISTORY     - Date     Condition        Report By
 KE1470  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1470  HISTORY     - 1972     GOOD             NGS
 KE1470  HISTORY     - 20010331 GOOD             NGS
 KE1470  HISTORY     - 20020430 GOOD             INDIV
 KE1470  HISTORY     - 20050730 GOOD             GEOCAC
 KE1470
 KE1470                          STATION DESCRIPTION
 KE1470
 KE1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1470'THIS STATION IS THE SPIRE OF THE SIXTH CHURCH OF CHRIST
 KE1470'SCIENTIST, SIXTY-SIX STREET TERRACE AND WORNALL ROAD, KANSAS
 KE1470'CITY, MISSOURI.  IT IS LOCATED ABOUT 120 FEET S OF THE CENTER
 KE1470'LINE OF SIXTY-SIXTH STREET TERRACE, ABOUT 120 FEET W OF THE
 KE1470'CENTER LINE OF WORNALL ROAD.  IT WAS ERECTED IN 1925.  IT IS
 KE1470'ONE OF THE MOST PROMINENT OBJECTS IN THE SOUTHWESTERN PART OF
 KE1470'KANSAS CITY, MISSOURI.
 KE1470'
 KE1470'THE SPIRE SETS ON A GREY STONE TOWER AT THE NE CORNER OF THE
 KE1470'CHURCH.  THE TOWER HAS TWO LOUVERED GOTHIC OPENINGS ON EACH SIDE
 KE1470'NEAR THE TOP, AND A CONCRETE ORNAMENT AT THE TOP ON EACH CORNER.
 KE1470'THE TOWER IS ABOUT 90 FEET HIGH.  THE SPIRE IS ABOUT 70 FEET HIGH
 KE1470'AND IS MADE OF THE SAME SHINY, BRIGHT GREEN, METALLIC MATERIAL.
 KE1470'IT IS OCTAGONAL IN SHAPE AND HAS A SMALL GLAZED WINDOW ON THE N,
 KE1470'E, S AND W FACES.  THERE IS A FINIAL AND CROWN AT THE APEX.
 KE1470'THE TOTAL HEIGHT IS ABOUT 165 FEET.
 KE1470
 KE1470                          STATION RECOVERY (1972)
 KE1470
 KE1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1470'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS
 KE1470'ADEQUATE.
 KE1470
 KE1470                          STATION RECOVERY (2001)
 KE1470
 KE1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1470'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1470
 KE1470                          STATION RECOVERY (2002)
 KE1470
 KE1470'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 KE1470'RECOVERED IN GOOD CONDITION.
 KE1470
 KE1470                          STATION RECOVERY (2005)
 KE1470
 KE1470'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1437 ***********************************************************************
 KE1437  DESIGNATION -  KANSAS CITY SOU RWY MICROWAVE
 KE1437  PID         -  KE1437
 KE1437  STATE/COUNTY-  MO/JACKSON
 KE1437  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1437
 KE1437                         *CURRENT SURVEY CONTROL
 KE1437  ___________________________________________________________________
 KE1437* NAD 83(1997)-  39 07 45.58851(N)    094 31 12.31456(W)     ADJUSTED  
 KE1437* NAVD 88     -                                                        
 KE1437  ___________________________________________________________________
 KE1437  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 KE1437  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KE1437
 KE1437  HORZ ORDER  -  THIRD
 KE1437
 KE1437.The horizontal coordinates were established by classical geodetic methods
 KE1437.and adjusted by the National Geodetic Survey in February 2000..
 KE1437
 KE1437
 KE1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1437
 KE1437.The geoid height was determined by GEOID03.
 KE1437
 KE1437;                    North         East     Units Scale Factor Converg.
 KE1437;SPC MO W     -   328,806.547   848,263.177   MT  0.99994121   -0 00 45.6
 KE1437;UTM  15      - 4,332,228.705   368,609.755   MT  0.99981257   -0 57 33.9
 KE1437
 KE1437                          SUPERSEDED SURVEY CONTROL
 KE1437
 KE1437  NAD 83(1997)-  39 07 45.58853(N)    094 31 12.31460(W) AD(       ) 4
 KE1437  NAD 83(1986)-  39 07 45.59547(N)    094 31 12.30893(W) AD(       ) 4
 KE1437  NAD 27      -  39 07 45.58098(N)    094 31 11.47577(W) AD(       ) 3
 KE1437
 KE1437.Superseded values are not recommended for survey control.
 KE1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1437.See file dsdata.txt to determine how the superseded data were derived.
 KE1437
 KE1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6861032229(NAD 83)
 KE1437_MARKER: 44 = MICROWAVE MAST
 KE1437
 KE1437  HISTORY     - Date     Condition        Report By
 KE1437  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1437  HISTORY     - 20040718 GOOD             GEOCAC
 KE1437
 KE1437                          STATION DESCRIPTION
 KE1437
 KE1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1437'THE STATION, KANSAS CITY SOUTHERN RAILWAY COMPANY MICROWAVE KBX 927,
 KE1437'IS THE TOP CENTER OF A TRIANGULAR STEEL, GUYED MAST THAT IS PAINTED
 KE1437'RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 400 FEET AND
 KE1437'IS THE PROPERTY OF THE SOUTHERN RAILWAY COMPANY.  IT IS LOCATED
 KE1437'IN THE SOUTHEAST ANGLE OF STATE HIGHWAY 269 AND FRONT STREET.  IT
 KE1437'IS 3/4 MILE SOUTH OF THE MISSOURI RIVER.
 KE1437
 KE1437                          STATION RECOVERY (2004)
 KE1437
 KE1437'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1943 ***********************************************************************
 JE1943  DESIGNATION -  KANSAS CITY ST JOHNS SEM CHIM
 JE1943  PID         -  JE1943
 JE1943  STATE/COUNTY-  MO/JACKSON
 JE1943  USGS QUAD   -  GRANDVIEW (1991)
 JE1943
 JE1943                         *CURRENT SURVEY CONTROL
 JE1943  ___________________________________________________________________
 JE1943* NAD 83(1997)-  38 59 44.00920(N)    094 33 47.94705(W)     ADJUSTED  
 JE1943* NAVD 88     -                                                        
 JE1943  ___________________________________________________________________
 JE1943  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JE1943  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JE1943
 JE1943  HORZ ORDER  -  THIRD
 JE1943
 JE1943.The horizontal coordinates were established by classical geodetic methods
 JE1943.and adjusted by the National Geodetic Survey in February 2000..
 JE1943
 JE1943
 JE1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1943
 JE1943.The geoid height was determined by GEOID03.
 JE1943
 JE1943;                    North         East     Units Scale Factor Converg.
 JE1943;SPC MO W     -   313,958.210   844,514.915   MT  0.99994155   -0 02 23.4
 JE1943;SPC KS N     -    79,162.673   697,644.591   MT  0.99996671   +2 10 28.0
 JE1943;UTM  15      - 4,317,446.041   364,617.501   MT  0.99982569   -0 59 02.0
 JE1943
 JE1943                          SUPERSEDED SURVEY CONTROL
 JE1943
 JE1943  NAD 83(1997)-  38 59 44.00920(N)    094 33 47.94706(W) AD(       ) 4
 JE1943  NAD 83(1986)-  38 59 44.01505(N)    094 33 47.94324(W) AD(       ) 4
 JE1943  NAD 27      -  38 59 43.99182(N)    094 33 47.10428(W) AD(       ) 3
 JE1943
 JE1943.Superseded values are not recommended for survey control.
 JE1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1943.See file dsdata.txt to determine how the superseded data were derived.
 JE1943
 JE1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6461817446(NAD 83)
 JE1943_MARKER: 85 = CHIMNEY
 JE1943
 JE1943  HISTORY     - Date     Condition        Report By
 JE1943  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1943  HISTORY     - 20010331 GOOD             NGS
 JE1943  HISTORY     - 20041129 GOOD             GEOCAC
 JE1943
 JE1943                          STATION DESCRIPTION
 JE1943
 JE1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1943'THIS STATION IS THE CHIMNEY ON THE REAR OF ST. JOHNS SEMINARY,
 JE1943'2015 SEVENTY-SECOND STREET, KANSAS CITY, MISSOURI.  THE BUILDING
 JE1943'SETS IN A LARGE OPEN SPACE BETWEEN EUCLID AND GARFIELD AVENUES.
 JE1943'THE CHIMNEY IS ABOUT 350 FEET S OF THE CENTER LINE OF
 JE1943'SEVENTY-SECOND STREET.  IT WAS ERECTED IN 1923, AND IS NOT
 JE1943'PROMINENT.
 JE1943'
 JE1943'THE CHIMNEY IS AT THE SE CORNER OF THE S WING OF THE BUILDING.
 JE1943'THE BUILDING IS ABOUT 50 FEET HIGH AND THE CHIMNEY IS ABOUT 40
 JE1943'FEET HIGH.  IT IS SQUARE ABOUT HALF-WAY UP, THEN IT IS OCTAGONAL
 JE1943'THE REST OF THE WAY.  THE TOTAL HEIGHT IS ABOUT 90 FEET.
 JE1943
 JE1943                          STATION RECOVERY (2001)
 JE1943
 JE1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JE1943'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JE1943
 JE1943                          STATION RECOVERY (2004)
 JE1943
 JE1943'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 JE1943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1095 ***********************************************************************
 KD1095  DESIGNATION -  KANSAS CITY ST LOUIS AWY BCN 8
 KD1095  PID         -  KD1095
 KD1095  STATE/COUNTY-  MO/COOPER
 KD1095  USGS QUAD   -  ARROW ROCK (1971)
 KD1095
 KD1095                         *CURRENT SURVEY CONTROL
 KD1095  ___________________________________________________________________
 KD1095* NAD 83(1997)-  39 01 22.46923(N)    092 57 56.75370(W)     ADJUSTED  
 KD1095* NAVD 88     -                                                        
 KD1095  ___________________________________________________________________
 KD1095  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 KD1095  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1095
 KD1095  HORZ ORDER  -  THIRD
 KD1095
 KD1095.The horizontal coordinates were established by classical geodetic methods
 KD1095.and adjusted by the National Geodetic Survey in February 2000..
 KD1095
 KD1095
 KD1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1095
 KD1095.The geoid height was determined by GEOID03.
 KD1095
 KD1095;                    North         East     Units Scale Factor Converg.
 KD1095;SPC MO C     -   354,077.003   459,668.070   MT  0.99995336   -0 17 35.8
 KD1095;UTM  15      - 4,319,319.284   502,963.520   MT  0.99960011   +0 01 17.6
 KD1095
 KD1095                          SUPERSEDED SURVEY CONTROL
 KD1095
 KD1095  NAD 83(1986)-  39 01 22.47698(N)    092 57 56.75705(W) AD(       ) 4
 KD1095  NAD 27      -  39 01 22.39614(N)    092 57 56.06393(W) AD(       ) 3
 KD1095
 KD1095.Superseded values are not recommended for survey control.
 KD1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1095.See file dsdata.txt to determine how the superseded data were derived.
 KD1095
 KD1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0296419319(NAD 83)
 KD1095_MARKER: 22 = AIRWAY BEACON
 KD1095
 KD1095  HISTORY     - Date     Condition        Report By
 KD1095  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1095
 KD1095                          STATION DESCRIPTION
 KD1095
 KD1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1095'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHEAST OF BLACKWATER,
 KD1095'3.0 MILES SOUTH-SOUTHWEST OF ARROW ROCK, NEAR MR. KRUGERS
 KD1095'BARN YARD.  IT IS 111 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 KD1095'OF THE BARN.  THE TOWER IS APPROXIMATELY 50 FEET HIGH AND
 KD1095'PAINTED ORANGE AND WHITE.
 KD1095'
 KD1095'TO REACH FROM THE POST OFFICE, IN LAMINE, GO NORTH ON STATE
 KD1095'HIGHWAY 41, 5.35 MILES TO THE JUNCTION OF COUNTY ROUTE K, CONTINUE
 KD1095'ON HIGHWAY 41, 2.3 MILES TO A SIDE ROAD LEFT, TURN LEFT 0.9 MILE
 KD1095'TO MR. KRUGERS HOME ON THE LEFT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1201 ***********************************************************************
 KD1201  DESIGNATION -  KANSAS CITY ST LOUIS AWY BN 7
 KD1201  PID         -  KD1201
 KD1201  STATE/COUNTY-  MO/SALINE
 KD1201  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD1201
 KD1201                         *CURRENT SURVEY CONTROL
 KD1201  ___________________________________________________________________
 KD1201* NAD 83(1997)-  39 05 38.91492(N)    093 11 57.61940(W)     ADJUSTED  
 KD1201* NAVD 88     -                                                        
 KD1201  ___________________________________________________________________
 KD1201  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 KD1201  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1201
 KD1201  HORZ ORDER  -  THIRD
 KD1201
 KD1201.The horizontal coordinates were established by classical geodetic methods
 KD1201.and adjusted by the National Geodetic Survey in February 2000..
 KD1201
 KD1201
 KD1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1201
 KD1201.The geoid height was determined by GEOID03.
 KD1201
 KD1201;                    North         East     Units Scale Factor Converg.
 KD1201;SPC MO C     -   362,114.342   439,502.886   MT  0.99997838   -0 26 27.6
 KD1201;UTM  15      - 4,327,242.731   482,761.801   MT  0.99960366   -0 07 32.5
 KD1201
 KD1201                          SUPERSEDED SURVEY CONTROL
 KD1201
 KD1201  NAD 83(1997)-  39 05 38.91492(N)    093 11 57.61940(W) AD(       ) 4
 KD1201  NAD 83(1986)-  39 05 38.92191(N)    093 11 57.62539(W) AD(       ) 4
 KD1201  NAD 27      -  39 05 38.84200(N)    093 11 56.88900(W) AD(       ) 3
 KD1201
 KD1201.Superseded values are not recommended for survey control.
 KD1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1201.See file dsdata.txt to determine how the superseded data were derived.
 KD1201
 KD1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8276227243(NAD 83)
 KD1201_MARKER: 22 = AIRWAY BEACON
 KD1201
 KD1201  HISTORY     - Date     Condition        Report By
 KD1201  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1201  HISTORY     - 1962     GOOD             CGS
 KD1201  HISTORY     - 1969     POOR             CGS
 KD1201
 KD1201                          STATION DESCRIPTION
 KD1201
 KD1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1201'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF MARSHALL, ALONG
 KD1201'THE SOUTH SIDE OF MARSHALL MUNICIPAL AIRFIELD AND APPROXIMATELY
 KD1201'40 FEET WEST-SOUTHWEST OF THE AIRFIELD RADIO STATION.  IT IS
 KD1201'A 4 LEGGED STEEL STRUCTURE, APPROXIMATELY 50 FEET HIGH AND
 KD1201'PAINTED ORANGE AND WHITE.
 KD1201'
 KD1201'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 KD1201'MARSHALL TO BEACON NO. 7.  IT IS 12.429 METERS (40.78 FEET)
 KD1201'NORTH OF THE STATION.
 KD1201'
 KD1201'TO REACH FROM MARSHALL, FROM THE CAUTION LIGHT ON U.S. HIGHWAY 65
 KD1201'(1 BLOCK EAST OF THE SOUTHEAST CORNER OF THE COURT HOUSE
 KD1201'SQUARE), GO SOUTH ON HIGHWAY 65 1.85 MILES TO A GRAVELED T-ROAD
 KD1201'RIGHT, TURN RIGHT (WEST) 0.2 MILE TO THE STATION ON THE RIGHT.
 KD1201'
 KD1201'THE POINT TRAVERSED TO AND OBSERVED UPON WAS THE CENTER OF THE
 KD1201'TOWER.
 KD1201
 KD1201                          STATION RECOVERY (1962)
 KD1201
 KD1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1201'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 KD1201
 KD1201                          STATION RECOVERY (1969)
 KD1201
 KD1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KD1201'THE BEACON HAS BEEN DISMANTLED AND MOVED ABOUT 0.3 MILE NORTH
 KD1201'OF THE OLD SITE.  THE OLD FOOTING AND ANCHORS ARE STILL INPLACE.
 KD1201'
 KD1201'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1210 ***********************************************************************
 KD1210  DESIGNATION -  KANSAS CITY ST LOUIS AWY BN 6
 KD1210  PID         -  KD1210
 KD1210  STATE/COUNTY-  MO/SALINE
 KD1210  USGS QUAD   -  BLACKBURN (1978)
 KD1210
 KD1210                         *CURRENT SURVEY CONTROL
 KD1210  ___________________________________________________________________
 KD1210* NAD 83(1997)-  39 04 53.33610(N)    093 23 26.25149(W)     ADJUSTED  
 KD1210* NAVD 88     -                                                        
 KD1210  ___________________________________________________________________
 KD1210  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KD1210  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD1210
 KD1210  HORZ ORDER  -  THIRD
 KD1210
 KD1210.The horizontal coordinates were established by classical geodetic methods
 KD1210.and adjusted by the National Geodetic Survey in February 2000..
 KD1210
 KD1210
 KD1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1210
 KD1210.The geoid height was determined by GEOID03.
 KD1210
 KD1210;                    North         East     Units Scale Factor Converg.
 KD1210;SPC MO C     -   360,853.632   422,941.384   MT  1.00000642   -0 33 41.4
 KD1210;SPC MO W     -   324,080.581   945,986.408   MT  1.00005458   +0 41 58.0
 KD1210;UTM  15      - 4,325,891.427   466,213.836   MT  0.99961406   -0 14 46.5
 KD1210
 KD1210                          SUPERSEDED SURVEY CONTROL
 KD1210
 KD1210  NAD 83(1997)-  39 04 53.33727(N)    093 23 26.25361(W) AD(       ) 4
 KD1210  NAD 83(1986)-  39 04 53.34270(N)    093 23 26.25316(W) AD(       ) 4
 KD1210  NAD 27      -  39 04 53.26892(N)    093 23 25.48078(W) AD(       ) 3
 KD1210
 KD1210.Superseded values are not recommended for survey control.
 KD1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1210.See file dsdata.txt to determine how the superseded data were derived.
 KD1210
 KD1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6621425891(NAD 83)
 KD1210_MARKER: 22 = AIRWAY BEACON
 KD1210
 KD1210  HISTORY     - Date     Condition        Report By
 KD1210  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1210  HISTORY     - 1962     MARK NOT FOUND   CGS
 KD1210
 KD1210                          STATION DESCRIPTION
 KD1210
 KD1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1210'LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF MT. LEONARD AND 40 FEET
 KD1210'WEST OF A FARM TO MARKET ROAD.
 KD1210'
 KD1210'TO REACH THE STATION FROM MT. LEONARD, GO SOUTH ON STATE ROUTE
 KD1210'127 FOR 2 MILES TO STATE ROUTE 20, TURN EAST ON ROUTE 20 FOR 0.5
 KD1210'MILE TO A T ROAD RIGHT, TURN RIGHT (SOUTH) AND FOLLOW MAIN
 KD1210'TRAVELED ROAD FOR 1.5 MILES TO THE BEACON ON THE RIGHT.
 KD1210'
 KD1210'THE HEIGHT IS 50 FEET AND THE POINT OBSERVED UPON WAS THE
 KD1210'REVOLVING LIGHT.
 KD1210
 KD1210                          STATION RECOVERY (1962)
 KD1210
 KD1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1210'THE STATION WAS VISITED BY THIS PARTY AND FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1264 ***********************************************************************
 KD1264  DESIGNATION -  KANSAS CITY ST LOUIS AWY BCN 3
 KD1264  PID         -  KD1264
 KD1264  STATE/COUNTY-  MO/LAFAYETTE
 KD1264  USGS QUAD   -  ODESSA NORTH (1978)
 KD1264
 KD1264                         *CURRENT SURVEY CONTROL
 KD1264  ___________________________________________________________________
 KD1264* NAD 83(1997)-  39 07 05.23839(N)    093 57 07.62351(W)     ADJUSTED  
 KD1264* NAVD 88     -                                                        
 KD1264  ___________________________________________________________________
 KD1264  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 KD1264  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1264
 KD1264  HORZ ORDER  -  THIRD
 KD1264
 KD1264.The horizontal coordinates were established by classical geodetic methods
 KD1264.and adjusted by the National Geodetic Survey in February 2000..
 KD1264
 KD1264
 KD1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1264
 KD1264.The geoid height was determined by GEOID03.
 KD1264
 KD1264;                    North         East     Units Scale Factor Converg.
 KD1264;SPC MO W     -   327,705.024   897,379.426   MT  0.99996881   +0 20 44.4
 KD1264;UTM  15      - 4,330,316.319   417,690.940   MT  0.99968342   -0 36 02.7
 KD1264
 KD1264                          SUPERSEDED SURVEY CONTROL
 KD1264
 KD1264  NAD 83(1997)-  39 07 05.23882(N)    093 57 07.62472(W) AD(       ) 4
 KD1264  NAD 83(1986)-  39 07 05.24534(N)    093 57 07.62370(W) AD(       ) 4
 KD1264  NAD 27      -  39 07 05.22129(N)    093 57 06.83183(W) AD(       ) 3
 KD1264
 KD1264.Superseded values are not recommended for survey control.
 KD1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1264.See file dsdata.txt to determine how the superseded data were derived.
 KD1264
 KD1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1769130316(NAD 83)
 KD1264_MARKER: 22 = AIRWAY BEACON
 KD1264
 KD1264  HISTORY     - Date     Condition        Report By
 KD1264  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1264
 KD1264                          STATION DESCRIPTION
 KD1264
 KD1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1264'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF WELLINGTON
 KD1264'AND ABOUT 0.1 MILE NORTH OF A FARM HOUSE.  IT IS A REVOLVING
 KD1264'LIGHT SET ON THE TOP OF THE CENTER OF A FOUR LEGGED STEEL
 KD1264'STRUCTURE.  THE OVERALL HEIGHT IS 50 FEET.  THE POINT OBSERVED
 KD1264'UPON WAS THE LIGHT.
 KD1264'
 KD1264'TO REACH THE STATION FROM THE POST OFFICE IN WELLINGTON, GO EAST
 KD1264'ON U.S. HIGHWAY 24 FOR 1.6 MILE, TURN RIGHT AND GO SOUTH FOR 1.5
 KD1264'MILE, TURN LEFT, EAST, AND GO 0.25 MILE TO A FARM HOUSE AND THE
 KD1264'BEACON ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1538 ***********************************************************************
 JC1538  DESIGNATION -  KANSAS CITY ST LOUIS AWY BN 15
 JC1538  PID         -  JC1538
 JC1538  STATE/COUNTY-  MO/CALLAWAY
 JC1538  USGS QUAD   -  WILLIAMSBURG (1985)
 JC1538
 JC1538                         *CURRENT SURVEY CONTROL
 JC1538  ___________________________________________________________________
 JC1538* NAD 83(1997)-  38 54 45.02649(N)    091 40 02.25905(W)     ADJUSTED  
 JC1538* NAVD 88     -                                                        
 JC1538  ___________________________________________________________________
 JC1538  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 JC1538  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JC1538
 JC1538  HORZ ORDER  -  THIRD
 JC1538
 JC1538.The horizontal coordinates were established by classical geodetic methods
 JC1538.and adjusted by the National Geodetic Survey in February 2000..
 JC1538
 JC1538
 JC1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1538
 JC1538.The geoid height was determined by GEOID03.
 JC1538
 JC1538;                    North         East     Units Scale Factor Converg.
 JC1538;SPC MO C     -   342,048.130   572,218.791   MT  0.99999753   +0 31 23.1
 JC1538;UTM  15      - 4,307,911.674   615,545.544   MT  0.99976440   +0 50 14.0
 JC1538
 JC1538                          SUPERSEDED SURVEY CONTROL
 JC1538
 JC1538  NAD 83(1986)-  38 54 45.04068(N)    091 40 02.26356(W) AD(       ) 4
 JC1538  NAD 27      -  38 54 44.90300(N)    091 40 01.64800(W) AD(       ) 3
 JC1538
 JC1538.Superseded values are not recommended for survey control.
 JC1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1538.See file dsdata.txt to determine how the superseded data were derived.
 JC1538
 JC1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD1554607912(NAD 83)
 JC1538_MARKER: 22 = AIRWAY BEACON
 JC1538
 JC1538  HISTORY     - Date     Condition        Report By
 JC1538  HISTORY     - 1934     FIRST OBSERVED   CGS
 JC1538
 JC1538                          STATION DESCRIPTION
 JC1538
 JC1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1538'STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON THE
 JC1538'50 FOOT SKELETON STEEL TOWER WHICH IS BEACON NO. 15, ON THE
 JC1538'KANSAS CITY-ST. LOUIS AIRWAY.  IT IS LOCATED ALONG U.S. HIGHWAY
 JC1538'40 ABOUT 2 MILES E OF WILLIAMSBURGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1568 ***********************************************************************
 JC1568  DESIGNATION -  KANSAS CITY ST LOUIS AWY BN 14
 JC1568  PID         -  JC1568
 JC1568  STATE/COUNTY-  MO/CALLAWAY
 JC1568  USGS QUAD   -  KINGDOM CITY (1985)
 JC1568
 JC1568                         *CURRENT SURVEY CONTROL
 JC1568  ___________________________________________________________________
 JC1568* NAD 83(1997)-  38 56 13.89072(N)    091 56 28.76693(W)     ADJUSTED  
 JC1568* NAVD 88     -                                                        
 JC1568  ___________________________________________________________________
 JC1568  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 JC1568  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JC1568
 JC1568  HORZ ORDER  -  THIRD
 JC1568
 JC1568.The horizontal coordinates were established by classical geodetic methods
 JC1568.and adjusted by the National Geodetic Survey in February 2000..
 JC1568
 JC1568
 JC1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1568
 JC1568.The geoid height was determined by GEOID03.
 JC1568
 JC1568;                    North         East     Units Scale Factor Converg.
 JC1568;SPC MO C     -   344,607.031   548,435.771   MT  0.99996221   +0 21 04.0
 JC1568;UTM  15      - 4,310,339.517   591,754.700   MT  0.99970367   +0 39 55.4
 JC1568
 JC1568                          SUPERSEDED SURVEY CONTROL
 JC1568
 JC1568  NAD 83(1986)-  38 56 13.90239(N)    091 56 28.77128(W) AD(       ) 4
 JC1568  NAD 27      -  38 56 13.75300(N)    091 56 28.12500(W) AD(       ) 3
 JC1568
 JC1568.Superseded values are not recommended for survey control.
 JC1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1568.See file dsdata.txt to determine how the superseded data were derived.
 JC1568
 JC1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9175510340(NAD 83)
 JC1568_MARKER: 22 = AIRWAY BEACON
 JC1568
 JC1568  HISTORY     - Date     Condition        Report By
 JC1568  HISTORY     - 1934     FIRST OBSERVED   CGS
 JC1568  HISTORY     - 1949     GOOD             CGS
 JC1568
 JC1568                          STATION DESCRIPTION
 JC1568
 JC1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1568'STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON THE 50-FOOT
 JC1568'SKELETON STEEL TOWER WHICH IS BEACON NO. 14 ON THE KANSAS
 JC1568'CITY-ST. LOUIS AIRWAY.  THE STATION IS ON THE E SIDE OF U.S.
 JC1568'HIGHWAY 54 ABOUT 1 MILE S OF THE JUNCTION OF U.S. HIGHWAY 54 AND
 JC1568'U.S. HIGHWAY 40 AT KINGDOM CITY, AND ABOUT 6 MILES N OF FULTON.
 JC1568
 JC1568                          STATION RECOVERY (1949)
 JC1568
 JC1568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1568'STATION IS LOCATED ABOUT 0.8 MILE SOUTH OF KINGDOM CITY IN A
 JC1568'PASTURE.  STATION IS 90 FEET EAST OF THE CENTERLINE OF U.S.
 JC1568'HIGHWAY 54 AND 40 FEET SOUTH OF A FENCE.  A TRAVERSE CONNECTION
 JC1568'WAS MADE TO THE CENTER OF THE BASE FROM TRIANGULATION STATION
 JC1568'KINGDOM.  THE DISTANCE IS 14.036 METERS OR 46.05 FEET.
 JC1568'
 JC1568'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 54 JUST WEST
 JC1568'OF KINGDOM CITY GO SOUTH ON U.S. HIGHWAY 54 FOR 0.8 MILE TO
 JC1568'STATION ON LEFT OR EAST SIDE OF HIGHWAY AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2464 ***********************************************************************
 JD2464  DESIGNATION -  KANSAS CITY ST LOUIS AWY BN 13
 JD2464  PID         -  JD2464
 JD2464  STATE/COUNTY-  MO/CALLAWAY
 JD2464  USGS QUAD   -  MILLERSBURG (1982)
 JD2464
 JD2464                         *CURRENT SURVEY CONTROL
 JD2464  ___________________________________________________________________
 JD2464* NAD 83(1997)-  38 57 03.65038(N)    092 07 42.22893(W)     ADJUSTED  
 JD2464* NAVD 88     -                                                        
 JD2464  ___________________________________________________________________
 JD2464  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 JD2464  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD2464
 JD2464  HORZ ORDER  -  THIRD
 JD2464
 JD2464.The horizontal coordinates were established by classical geodetic methods
 JD2464.and adjusted by the National Geodetic Survey in February 2000..
 JD2464
 JD2464
 JD2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2464
 JD2464.The geoid height was determined by GEOID03.
 JD2464
 JD2464;                    North         East     Units Scale Factor Converg.
 JD2464;SPC MO C     -   346,058.640   532,210.723   MT  0.99994610   +0 14 01.0
 JD2464;UTM  15      - 4,311,701.733   575,526.270   MT  0.99967024   +0 32 52.7
 JD2464
 JD2464                          SUPERSEDED SURVEY CONTROL
 JD2464
 JD2464  NAD 83(1986)-  38 57 03.66007(N)    092 07 42.23369(W) AD(       ) 4
 JD2464  NAD 27      -  38 57 03.51800(N)    092 07 41.57800(W) AD(       ) 3
 JD2464
 JD2464.Superseded values are not recommended for survey control.
 JD2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2464.See file dsdata.txt to determine how the superseded data were derived.
 JD2464
 JD2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7552611702(NAD 83)
 JD2464_MARKER: 22 = AIRWAY BEACON
 JD2464
 JD2464  HISTORY     - Date     Condition        Report By
 JD2464  HISTORY     - 1934     FIRST OBSERVED   CGS
 JD2464  HISTORY     - 1949     GOOD             CGS
 JD2464  HISTORY     - 1963     GOOD             CGS
 JD2464
 JD2464                          STATION DESCRIPTION
 JD2464
 JD2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JD2464'STATION IS IN THE CENTER OF THE REVOLVING WHITE LIGHT ON THE
 JD2464'50-FOOT SKELETON STEEL TOWER WHICH IS BEACON NO. 13 ON THE
 JD2464'KANSAS CITY-ST. LOUIS AIRWAY.  THE STATION IS ABOUT 11 MILES E
 JD2464'OF COLUMBIA AND 4 MILES N OF MILLERSBURG, AND ABOUT 1/4 MILE S
 JD2464'OF U.S. HIGHWAY 40, ON THE E SIDE OF CALLAWAY COUNTY HIGHWAY J
 JD2464'WHICH LEADS S TO MILLERSBURG FROM U.S. HIGHWAY 40.
 JD2464
 JD2464                          STATION RECOVERY (1949)
 JD2464
 JD2464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2464'THIS STATION IS LOCATED ABOUT 10 MILES EAST OF COLUMBIA, AND
 JD2464'0.25 MILE SOUTH OF U.S. HIGHWAY 40.  IT IS A 4 LEGGED STRUCTURE,
 JD2464'10 FEET SQUARE AT THE BASE AND ABOUT 50 FEET HIGH.
 JD2464'
 JD2464'THE POINT INTERSECTED WAS THE REVOLVING LIGHT.
 JD2464'
 JD2464'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 JD2464'U.S. HIGHWAY 63, AT THE NORTHEAST EDGE OF COLUMBIA, GO EAST ON
 JD2464'HIGHWAY 40 FOR 10.5 MILES TO THE JUNCTION OF COUNTY ROUTE J.
 JD2464'TURN SOUTH ON ROUTE J AND GO 0.25 MILE TO THE BEACON ON THE LEFT.
 JD2464
 JD2464                          STATION RECOVERY (1963)
 JD2464
 JD2464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JD2464'THIS BEACON AS WELL AS ALL OTHER BEACONS IN THE AREA HAVE BEEN
 JD2464'DISMANTLED.  THE CONCRETE BASE FOR THIS BEACON REMAINS, BEACON
 JD2464'NO. 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2500 ***********************************************************************
 JD2500  DESIGNATION -  KANSAS CITY ST LOUIS AWY BN 11
 JD2500  PID         -  JD2500
 JD2500  STATE/COUNTY-  MO/BOONE
 JD2500  USGS QUAD   -  COLUMBIA (1981)
 JD2500
 JD2500                         *CURRENT SURVEY CONTROL
 JD2500  ___________________________________________________________________
 JD2500* NAD 83(1997)-  38 58 04.11972(N)    092 21 36.87654(W)     ADJUSTED  
 JD2500* NAVD 88     -                                                        
 JD2500  ___________________________________________________________________
 JD2500  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 JD2500  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JD2500
 JD2500  HORZ ORDER  -  THIRD
 JD2500
 JD2500.The horizontal coordinates were established by classical geodetic methods
 JD2500.and adjusted by the National Geodetic Survey in February 2000..
 JD2500
 JD2500
 JD2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2500
 JD2500.The geoid height was determined by GEOID03.
 JD2500
 JD2500;                    North         East     Units Scale Factor Converg.
 JD2500;SPC MO C     -   347,866.857   512,111.283   MT  0.99993514   +0 05 16.4
 JD2500;UTM  15      - 4,313,399.144   555,422.974   MT  0.99963782   +0 24 08.4
 JD2500
 JD2500                          SUPERSEDED SURVEY CONTROL
 JD2500
 JD2500  NAD 83(1986)-  38 58 04.12829(N)    092 21 36.88182(W) AD(       ) 4
 JD2500  NAD 27      -  38 58 03.99900(N)    092 21 36.21900(W) AD(       ) 3
 JD2500
 JD2500.Superseded values are not recommended for survey control.
 JD2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2500.See file dsdata.txt to determine how the superseded data were derived.
 JD2500
 JD2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5542313399(NAD 83)
 JD2500_MARKER: 22 = AIRWAY BEACON
 JD2500
 JD2500  HISTORY     - Date     Condition        Report By
 JD2500  HISTORY     - 1934     FIRST OBSERVED   CGS
 JD2500  HISTORY     - 1949     GOOD             CGS
 JD2500  HISTORY     - 1963     GOOD             CGS
 JD2500  HISTORY     - 1965     GOOD             CGS
 JD2500  HISTORY     - 20020904 MARK NOT FOUND   INDIV
 JD2500
 JD2500                          STATION DESCRIPTION
 JD2500
 JD2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JD2500'STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON THE 50-FOOT
 JD2500'SKELETON STEEL TOWER WHICH IS BEACON NO. 11 ON THE KANSAS CITY-ST.
 JD2500'LOUIS AIRWAY.  THE STATION IS AT THE NW CORNER OF COLUMBIA, NEAR
 JD2500'THE SE CORNER OF THE COLUMBIA AIRPORT (DEPARTMENT OF COMMERCE
 JD2500'INTERMEDIATE LANDING FIELD).  IT IS ON THE N SIDE OF U.S. HIGHWAY
 JD2500'40 AND IS ACROSS THE HIGHWAY FROM THE SINCLAIR PENNANT HOTEL AND
 JD2500'SERVICE STATION.
 JD2500
 JD2500                          STATION RECOVERY (1949)
 JD2500
 JD2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2500'THIS STATION IS LOCATED AT THE COLUMBIA MUNICIPAL AIRPORT, AT THE
 JD2500'NORTHWEST EDGE OF COLUMBIA.  IT IS A 4 LEGGED STEEL STRUCTURE, 10
 JD2500'FEET SQUARE AT THE BASE AND ABOUT 50 FEET HIGH.
 JD2500'
 JD2500'THE POINT INTERSECTED WAS THE REVOLVING LIGHT.
 JD2500
 JD2500                          STATION RECOVERY (1963)
 JD2500
 JD2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 JD2500'RECOVERED AS DESCRIBED.  THIS STATION DESCRIPTION IS LISTED AS
 JD2500'KANSAS CITY-ST. LOUIS AIRWAY BEACON NO. 11 WHILE THE G.P. LIST
 JD2500'SHOWS IT AS GREEN 4, AIRWAY BEACON NO. 11.
 JD2500
 JD2500                          STATION RECOVERY (1965)
 JD2500
 JD2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WMR)
 JD2500'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 JD2500'IS STILL GOOD.
 JD2500
 JD2500                          STATION RECOVERY (2002)
 JD2500
 JD2500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 JD2500'THE AREA WAS CONVERTED FROM AN AIRPORT TO A CITY PARK IN THE 1970S.
 JD2500'PRESENT SITE IS INSIDE A MAINTENANCE YARD FOR THE COLUMBIA PARKS AND
 JD2500'RECREATION DEPARTMENT, AND THE BEACON NO LONGER EXISTS. SEE REPORT AT
 JD2500'WWW.GEOCACHING.COM'S BENCHMARK RECOVERY PROGRAM FOR A PRESENT-DAY
 JD2500'PHOTO OF THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1467 ***********************************************************************
 KE1467  DESIGNATION -  KANSAS CITY SWOPE PK LODG CHIM
 KE1467  PID         -  KE1467
 KE1467  STATE/COUNTY-  MO/JACKSON
 KE1467  USGS QUAD   -  KANSAS CITY (1991)
 KE1467
 KE1467                         *CURRENT SURVEY CONTROL
 KE1467  ___________________________________________________________________
 KE1467* NAD 83(1997)-  39 01 02.35768(N)    094 32 33.36198(W)     ADJUSTED  
 KE1467* NAVD 88     -                                                        
 KE1467  ___________________________________________________________________
 KE1467  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 KE1467  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KE1467
 KE1467  HORZ ORDER  -  THIRD
 KE1467
 KE1467.The horizontal coordinates were established by classical geodetic methods
 KE1467.and adjusted by the National Geodetic Survey in February 2000..
 KE1467
 KE1467
 KE1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1467
 KE1467.The geoid height was determined by GEOID03.
 KE1467
 KE1467;                    North         East     Units Scale Factor Converg.
 KE1467;SPC MO W     -   316,373.108   846,310.784   MT  0.99994134   -0 01 36.5
 KE1467;SPC KS N     -    81,645.217   699,345.855   MT  0.99996510   +2 11 15.2
 KE1467;UTM  15      - 4,319,830.733   366,452.705   MT  0.99981961   -0 58 16.7
 KE1467
 KE1467                          SUPERSEDED SURVEY CONTROL
 KE1467
 KE1467  NAD 83(1997)-  39 01 02.35768(N)    094 32 33.36198(W) AD(       ) 4
 KE1467  NAD 83(1986)-  39 01 02.36350(N)    094 32 33.35784(W) AD(       ) 4
 KE1467  NAD 27      -  39 01 02.34158(N)    094 32 32.52082(W) AD(       ) 3
 KE1467
 KE1467.Superseded values are not recommended for survey control.
 KE1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1467.See file dsdata.txt to determine how the superseded data were derived.
 KE1467
 KE1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6645319831(NAD 83)
 KE1467_MARKER: 85 = CHIMNEY
 KE1467
 KE1467  HISTORY     - Date     Condition        Report By
 KE1467  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1467  HISTORY     - 20010331 GOOD             NGS
 KE1467  HISTORY     - 20041203 GOOD             GEOCAC
 KE1467
 KE1467                          STATION DESCRIPTION
 KE1467
 KE1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1467'THIS STATION IS THE CHIMNEY AT THE REAR OF THE SWOPE PARK
 KE1467'LODGE F. AND A. M., SIXTIETH STREET AND SWOPE PARKWAY, IN KANSAS
 KE1467'CITY, MISSOURI.  IT IS ON THE NW CORNER OF THE BUILDING, ABOUT
 KE1467'150 FEET W OF THE CENTER LINE OF THE W SIDE OF SWOPE PARKWAY AND
 KE1467'ABOUT 60 FEET N OF THE CENTER LINE OF SEVENTIETH STREET.  THE
 KE1467'BUILDING WAS ERECTED IN 1923.  IT IS NOT ESPECIALLY PROMINENT.
 KE1467'
 KE1467'THE CHIMNEY IS MADE OF YELLOW BRICK AND SETS ON THE BUILDING
 KE1467'WHICH IS ABOUT 70 FEET HIGH.  THE CHIMNEY IS ABOUT 30 FEET HIGH,
 KE1467'MAKING THE TOTAL HEIGHT ABOUT 100 FEET.
 KE1467
 KE1467                          STATION RECOVERY (2001)
 KE1467
 KE1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1467'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1467
 KE1467                          STATION RECOVERY (2004)
 KE1467
 KE1467'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 KE1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1475 ***********************************************************************
 KE1475  DESIGNATION -  KANSAS CITY SWOPE PK HSE S TWR
 KE1475  PID         -  KE1475
 KE1475  STATE/COUNTY-  MO/JACKSON
 KE1475  USGS QUAD   -  KANSAS CITY (1991)
 KE1475
 KE1475                         *CURRENT SURVEY CONTROL
 KE1475  ___________________________________________________________________
 KE1475* NAD 83(1997)-  39 00 23.37381(N)    094 32 26.46427(W)     ADJUSTED  
 KE1475* NAVD 88     -                                                        
 KE1475  ___________________________________________________________________
 KE1475  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 KE1475  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE1475
 KE1475  HORZ ORDER  -  THIRD
 KE1475
 KE1475.The horizontal coordinates were established by classical geodetic methods
 KE1475.and adjusted by the National Geodetic Survey in February 2000..
 KE1475
 KE1475
 KE1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1475
 KE1475.The geoid height was determined by GEOID03.
 KE1475
 KE1475;                    North         East     Units Scale Factor Converg.
 KE1475;SPC MO W     -   315,170.930   846,476.176   MT  0.99994133   -0 01 32.2
 KE1475;SPC KS N     -    80,450.298   699,557.578   MT  0.99996589   +2 11 19.5
 KE1475;UTM  15      - 4,318,626.139   366,598.243   MT  0.99981913   -0 58 11.5
 KE1475
 KE1475                          SUPERSEDED SURVEY CONTROL
 KE1475
 KE1475  NAD 83(1997)-  39 00 23.37381(N)    094 32 26.46426(W) AD(       ) 4
 KE1475  NAD 83(1986)-  39 00 23.37958(N)    094 32 26.46023(W) AD(       ) 4
 KE1475  NAD 27      -  39 00 23.35675(N)    094 32 25.62359(W) AD(       ) 3
 KE1475
 KE1475.Superseded values are not recommended for survey control.
 KE1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1475.See file dsdata.txt to determine how the superseded data were derived.
 KE1475
 KE1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6659818626(NAD 83)
 KE1475_MARKER: 55 = TOWER
 KE1475
 KE1475  HISTORY     - Date     Condition        Report By
 KE1475  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1475  HISTORY     - 20010331 GOOD             NGS
 KE1475  HISTORY     - 20041129 GOOD             GEOCAC
 KE1475
 KE1475                          STATION DESCRIPTION
 KE1475
 KE1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1475'THIS STATION IS THE S TOWER OF TWO IDENTICAL TOWERS ON THE
 KE1475'SHELTER HOUSE, NEAR THE MEYER BOULEVARD ENTRANCE TO SWOPE PARK,
 KE1475'AT MEYER BOULEVARD AND SWOPE PARKWAY.  IT IS ABOUT 300 FEET SE OF
 KE1475'THE MEYER BOULEVARD ENTRANCE, ABOUT 275 FEET E OF SWOPE PARKWAY
 KE1475'AND ABOUT 40 FEET E OF THE CENTER LINE OF THE DRIVE.  THE TOWER
 KE1475'WAS ERECTED IN 1918 AND IS NOT ESPECIALLY PROMINENT.
 KE1475'
 KE1475'THE TOWER IS ABOUT 60 FEET HIGH AND IS MADE OF STONE.  IT HAS AN
 KE1475'OPEN BALCONY AT THE TOP.  THERE ARE THREE OPEN WINDOWS ON EACH
 KE1475'SIDE.  THE ROOF IS A FLAT FOUR-SIDED PYRAMIDAL STRUCTURE WITH
 KE1475'A SHORT RED BRICK CHIMNEY ON THE NE AND THE NW CORNERS.
 KE1475
 KE1475                          STATION RECOVERY (2001)
 KE1475
 KE1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1475'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1475
 KE1475                          STATION RECOVERY (2004)
 KE1475
 KE1475'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 KE1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1389 ***********************************************************************
 KE1389  DESIGNATION -  KANSAS CITY TV STA KCPT MAST
 KE1389  PID         -  KE1389
 KE1389  STATE/COUNTY-  MO/JACKSON
 KE1389  USGS QUAD   -  INDEPENDENCE (1990)
 KE1389
 KE1389                         *CURRENT SURVEY CONTROL
 KE1389  ___________________________________________________________________
 KE1389* NAD 83(1997)-  39 04 58.59174(N)    094 28 50.02193(W)     ADJUSTED  
 KE1389* NAVD 88     -                                                        
 KE1389  ___________________________________________________________________
 KE1389  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KE1389  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KE1389
 KE1389  HORZ ORDER  -  THIRD
 KE1389
 KE1389.The horizontal coordinates were established by classical geodetic methods
 KE1389.and adjusted by the National Geodetic Survey in February 2000..
 KE1389
 KE1389
 KE1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1389
 KE1389.The geoid height was determined by GEOID03.
 KE1389
 KE1389;                    North         East     Units Scale Factor Converg.
 KE1389;SPC MO W     -   323,656.958   851,681.808   MT  0.99994121   +0 00 44.1
 KE1389;UTM  15      - 4,327,024.058   371,942.428   MT  0.99980192   -0 56 00.7
 KE1389
 KE1389                          SUPERSEDED SURVEY CONTROL
 KE1389
 KE1389  NAD 83(1997)-  39 04 58.59176(N)    094 28 50.02197(W) AD(       ) 4
 KE1389  NAD 83(1986)-  39 04 58.59823(N)    094 28 50.01649(W) AD(       ) 4
 KE1389  NAD 27      -  39 04 58.57952(N)    094 28 49.18318(W) AD(       ) 3
 KE1389
 KE1389.Superseded values are not recommended for survey control.
 KE1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1389.See file dsdata.txt to determine how the superseded data were derived.
 KE1389
 KE1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7194227024(NAD 83)
 KE1389_MARKER: 42 = RADIO/TV MAST
 KE1389
 KE1389  HISTORY     - Date     Condition        Report By
 KE1389  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1389  HISTORY     - 20010331 GOOD             NGS
 KE1389  HISTORY     - 20050904 GOOD             GEOCAC
 KE1389
 KE1389                          STATION DESCRIPTION
 KE1389
 KE1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1389'THE STATION, KANSAS CITY TELEVISION STATION MAST KCPT-CHANNEL 19,
 KE1389'IS THE RED LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST THAT IS PAINTED
 KE1389'ALTERNATELY RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF
 KE1389'1221 FEET AND IS LOCATED AT 2100 STARK AVENUE, KANSAS CITY,
 KE1389'MISSOURI.
 KE1389'
 KE1389'TO REACH FROM THE JUNCTION OF INTERSTATE 435 AND STATE HIGHWAY 78,
 KE1389'GO EAST ON STATE HIGHWAY 78 FOR 0.6 MILE TO THE MAST ON THE LEFT.
 KE1389
 KE1389                          STATION RECOVERY (2001)
 KE1389
 KE1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1389'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1389
 KE1389                          STATION RECOVERY (2005)
 KE1389
 KE1389'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1389'ACCORDING TO THE FCC'S TOWER REGISTRATION DATABASE (NUMBER 1057465)
 KE1389'THIS TOWER IS 372.0 M (1220.5 FT) IN HEIGHT AND WAS CONSTRUCTED
 KE1389'07/01/69.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1479 ***********************************************************************
 KE1479  DESIGNATION -  KANSAS CITY TV STA KMBC MAST
 KE1479  PID         -  KE1479
 KE1479  STATE/COUNTY-  MO/JACKSON
 KE1479  USGS QUAD   -  KANSAS CITY (1991)
 KE1479
 KE1479                         *CURRENT SURVEY CONTROL
 KE1479  ___________________________________________________________________
 KE1479* NAD 83(1997)-  39 05 03.29955(N)    094 30 56.75419(W)     ADJUSTED  
 KE1479* NAVD 88     -                                                        
 KE1479  ___________________________________________________________________
 KE1479  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 KE1479  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1479
 KE1479  HORZ ORDER  -  THIRD
 KE1479
 KE1479.The horizontal coordinates were established by classical geodetic methods
 KE1479.and adjusted by the National Geodetic Survey in February 2000..
 KE1479
 KE1479
 KE1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1479
 KE1479.The geoid height was determined by GEOID03.
 KE1479
 KE1479;                    North         East     Units Scale Factor Converg.
 KE1479;SPC MO W     -   323,802.068   848,636.031   MT  0.99994120   -0 00 35.8
 KE1479;UTM  15      - 4,327,219.397   368,899.871   MT  0.99981163   -0 57 20.8
 KE1479
 KE1479                          SUPERSEDED SURVEY CONTROL
 KE1479
 KE1479  NAD 83(1997)-  39 05 03.29957(N)    094 30 56.75421(W) AD(       ) 4
 KE1479  NAD 83(1986)-  39 05 03.30612(N)    094 30 56.74871(W) AD(       ) 4
 KE1479  NAD 27      -  39 05 03.28711(N)    094 30 55.91221(W) AD(       ) 3
 KE1479
 KE1479.Superseded values are not recommended for survey control.
 KE1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1479.See file dsdata.txt to determine how the superseded data were derived.
 KE1479
 KE1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6890027219(NAD 83)
 KE1479_MARKER: 42 = RADIO/TV MAST
 KE1479
 KE1479  HISTORY     - Date     Condition        Report By
 KE1479  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1479  HISTORY     - 20010331 GOOD             NGS
 KE1479
 KE1479                          STATION DESCRIPTION
 KE1479
 KE1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1479'THE STATION, KANSAS CITY TELEVISION STATION MAST KMBC-CHANNEL 9,
 KE1479'IS THE RED LIGHT ATOP A TRIANGULAR STEEL GUYED MAST THAT IS PAINTED
 KE1479'ALTERNATELY RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF
 KE1479'1,023 FEET AND IS LOCATED IN THE NORTHWEST ANGLE OF EAST 23RD
 KE1479'STREET AND TOPPING AVENUE.
 KE1479'
 KE1479'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 435 AND 23RD
 KE1479'STREET, GO WEST ON 23RD STREET FOR 1.4 MILES TO THE MAST ON THE
 KE1479'RIGHT.
 KE1479
 KE1479                          STATION RECOVERY (2001)
 KE1479
 KE1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1479'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1486 ***********************************************************************
 KE1486  DESIGNATION -  KANSAS CITY TV STA KCMO MAST
 KE1486  PID         -  KE1486
 KE1486  STATE/COUNTY-  MO/JACKSON
 KE1486  USGS QUAD   -  KANSAS CITY (1991)
 KE1486
 KE1486                         *CURRENT SURVEY CONTROL
 KE1486  ___________________________________________________________________
 KE1486* NAD 83(1997)-  39 04 14.40669(N)    094 34 57.50374(W)     ADJUSTED  
 KE1486* NAVD 88     -                                                        
 KE1486  ___________________________________________________________________
 KE1486  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 KE1486  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE1486
 KE1486  HORZ ORDER  -  THIRD
 KE1486
 KE1486.The horizontal coordinates were established by classical geodetic methods
 KE1486.and adjusted by the National Geodetic Survey in February 2000..
 KE1486
 KE1486
 KE1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1486
 KE1486.The geoid height was determined by GEOID03.
 KE1486
 KE1486;                    North         East     Units Scale Factor Converg.
 KE1486;SPC MO W     -   322,297.529   842,848.747   MT  0.99994181   -0 03 07.5
 KE1486;UTM  15      - 4,325,810.751   363,089.242   MT  0.99983081   -0 59 51.6
 KE1486
 KE1486                          SUPERSEDED SURVEY CONTROL
 KE1486
 KE1486  NAD 83(1997)-  39 04 14.40669(N)    094 34 57.50375(W) AD(       ) 4
 KE1486  NAD 83(1986)-  39 04 14.41305(N)    094 34 57.49945(W) AD(       ) 4
 KE1486  NAD 27      -  39 04 14.39432(N)    094 34 56.65762(W) AD(       ) 3
 KE1486
 KE1486.Superseded values are not recommended for survey control.
 KE1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1486.See file dsdata.txt to determine how the superseded data were derived.
 KE1486
 KE1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6308925811(NAD 83)
 KE1486_MARKER: 42 = RADIO/TV MAST
 KE1486
 KE1486  HISTORY     - Date     Condition        Report By
 KE1486  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1486  HISTORY     - 1974     GOOD             NGS
 KE1486  HISTORY     - 1980     GOOD             NGS
 KE1486  HISTORY     - 1983     GOOD             NGS
 KE1486  HISTORY     - 20010331 GOOD             NGS
 KE1486  HISTORY     - 20050716 GOOD             GEOCAC
 KE1486
 KE1486                          STATION DESCRIPTION
 KE1486
 KE1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1486'THE STATION, KANSAS CITY TELEVISION STATION MAST KCMO, IS THE TOP
 KE1486'CENTER OF A FOUR LEGGED, SELF SUPPORTING TOWER THAT IS PAINTED
 KE1486'ALTERNATELY RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT
 KE1486'OF 1044 FEET AND IS LOCATED ON THE EAST SIDE OF THE BROADCAST
 KE1486'BUILDING AT 125 EAST 31ST STREET KANSAS CITY, MISSOURI.
 KE1486
 KE1486                          STATION RECOVERY (1974)
 KE1486
 KE1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KE1486'THE STATION WAS RECOVERED AS DESCRIBED IN 1972.  THE NAME WAS
 KE1486'ALTERED TO COMPLY WITH CIRCULAR LETTER DATED JUNE 11, 1973.
 KE1486'
 KE1486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHER
 KE1486'PART OF KANSAS CITY.
 KE1486
 KE1486                          STATION RECOVERY (1980)
 KE1486
 KE1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 KE1486'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE
 KE1486'EXCEPTION THAT THE STATION CALL SIGN IS NOW KCPT CH 19.
 KE1486'
 KE1486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHERN
 KE1486'PART OF KANSAS CITY.
 KE1486
 KE1486                          STATION RECOVERY (1983)
 KE1486
 KE1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB)
 KE1486'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT
 KE1486'THE STATION CALL SIGN IS NOW KCPT CH 19.
 KE1486'
 KE1486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KANSAS CITY.
 KE1486
 KE1486                          STATION RECOVERY (2001)
 KE1486
 KE1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1486
 KE1486                          STATION RECOVERY (2005)
 KE1486
 KE1486'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1488 ***********************************************************************
 KE1488  DESIGNATION -  KANSAS CITY TV STA WDAF MAST
 KE1488  PID         -  KE1488
 KE1488  STATE/COUNTY-  MO/JACKSON
 KE1488  USGS QUAD   -  KANSAS CITY (1991)
 KE1488
 KE1488                         *CURRENT SURVEY CONTROL
 KE1488  ___________________________________________________________________
 KE1488* NAD 83(1997)-  39 04 21.18479(N)    094 35 46.30824(W)     ADJUSTED  
 KE1488* NAVD 88     -                                                        
 KE1488  ___________________________________________________________________
 KE1488  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 KE1488  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE1488
 KE1488  HORZ ORDER  -  THIRD
 KE1488
 KE1488.The horizontal coordinates were established by classical geodetic methods
 KE1488.and adjusted by the National Geodetic Survey in February 2000..
 KE1488
 KE1488
 KE1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1488
 KE1488.The geoid height was determined by GEOID03.
 KE1488
 KE1488;                    North         East     Units Scale Factor Converg.
 KE1488;SPC MO W     -   322,507.694   841,675.829   MT  0.99994203   -0 03 38.3
 KE1488;UTM  15      - 4,326,040.219   361,920.079   MT  0.99983477   -1 00 22.5
 KE1488
 KE1488                          SUPERSEDED SURVEY CONTROL
 KE1488
 KE1488  NAD 83(1997)-  39 04 21.18479(N)    094 35 46.30824(W) AD(       ) 4
 KE1488  NAD 83(1986)-  39 04 21.19135(N)    094 35 46.30348(W) AD(       ) 4
 KE1488  NAD 27      -  39 04 21.17312(N)    094 35 45.45980(W) AD(       ) 3
 KE1488
 KE1488.Superseded values are not recommended for survey control.
 KE1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1488.See file dsdata.txt to determine how the superseded data were derived.
 KE1488
 KE1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6192026040(NAD 83)
 KE1488_MARKER: 42 = RADIO/TV MAST
 KE1488
 KE1488  HISTORY     - Date     Condition        Report By
 KE1488  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1488  HISTORY     - 1974     GOOD             NGS
 KE1488  HISTORY     - 1980     GOOD             NGS
 KE1488  HISTORY     - 1983     GOOD             NGS
 KE1488  HISTORY     - 20010331 GOOD             NGS
 KE1488  HISTORY     - 20051029 GOOD             GEOCAC
 KE1488
 KE1488                          STATION DESCRIPTION
 KE1488
 KE1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1488'THE STATION, KANSAS CITY TELEVISION STATION MAST WDAF, IS THE RED
 KE1488'LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST THAT IS PAINTED
 KE1488'ALTERNATELY RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF
 KE1488'1163 FEET AND IS LOCATED IN THE NORTHWEST ANGLE OF 31ST STREET
 KE1488'AND SOUTHWEST TRAFFICWAY.
 KE1488
 KE1488                          STATION RECOVERY (1974)
 KE1488
 KE1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KE1488'THE STATION WAS RECOVERED AS DESCRIBED IN 1972.  THE NAME WAS
 KE1488'ALTERED IN ORDER TO COMPLY WITH CIRCULAR LETTER DATED JUNE 11,
 KE1488'1973.
 KE1488'
 KE1488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHERN
 KE1488'PART OF KANSAS CITY.
 KE1488
 KE1488                          STATION RECOVERY (1980)
 KE1488
 KE1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 KE1488'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KE1488'
 KE1488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTHERN PART
 KE1488'KANSAS CITY.
 KE1488
 KE1488                          STATION RECOVERY (1983)
 KE1488
 KE1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB)
 KE1488'THE STATION WAS RECOVERED AS DESCRIBED.
 KE1488'
 KE1488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KANSAS CITY.
 KE1488
 KE1488                          STATION RECOVERY (2001)
 KE1488
 KE1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1488'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1488
 KE1488                          STATION RECOVERY (2005)
 KE1488
 KE1488'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1433 ***********************************************************************
 KE1433  DESIGNATION -  KANSAS CITY WATERWORKS TANK
 KE1433  PID         -  KE1433
 KE1433  STATE/COUNTY-  MO/CLAY
 KE1433  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1433
 KE1433                         *CURRENT SURVEY CONTROL
 KE1433  ___________________________________________________________________
 KE1433* NAD 83(1997)-  39 09 28.19217(N)    094 34 54.42758(W)     ADJUSTED  
 KE1433* NAVD 88     -                                                        
 KE1433  ___________________________________________________________________
 KE1433  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 KE1433  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE1433
 KE1433  HORZ ORDER  -  THIRD
 KE1433
 KE1433.The horizontal coordinates were established by classical geodetic methods
 KE1433.and adjusted by the National Geodetic Survey in February 2000..
 KE1433
 KE1433
 KE1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1433
 KE1433.The geoid height was determined by GEOID03.
 KE1433
 KE1433;                    North         East     Units Scale Factor Converg.
 KE1433;SPC MO W     -   331,973.487   842,931.404   MT  0.99994179   -0 03 05.9
 KE1433;SPC KS N     -    97,103.675   695,366.146   MT  0.99995816   +2 09 45.9
 KE1433;UTM  15      - 4,335,482.945   363,331.688   MT  0.99982999   -0 59 56.4
 KE1433
 KE1433                          SUPERSEDED SURVEY CONTROL
 KE1433
 KE1433  NAD 83(1997)-  39 09 28.19218(N)    094 34 54.42761(W) AD(       ) 4
 KE1433  NAD 83(1986)-  39 09 28.20054(N)    094 34 54.42331(W) AD(       ) 4
 KE1433  NAD 27      -  39 09 28.18624(N)    094 34 53.58088(W) AD(       ) 3
 KE1433
 KE1433.Superseded values are not recommended for survey control.
 KE1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1433.See file dsdata.txt to determine how the superseded data were derived.
 KE1433
 KE1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6333235483(NAD 83)
 KE1433_MARKER: 53 = ELEVATED TANK
 KE1433
 KE1433  HISTORY     - Date     Condition        Report By
 KE1433  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1433  HISTORY     - 1946     GOOD             CGS
 KE1433  HISTORY     - 1964     GOOD             CGS
 KE1433  HISTORY     - 1972     GOOD             NGS
 KE1433  HISTORY     - 1983     GOOD             NGS
 KE1433  HISTORY     - 20020114 GOOD             NGS
 KE1433  HISTORY     - 20050704 GOOD             GEOCAC
 KE1433
 KE1433                          STATION DESCRIPTION
 KE1433
 KE1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1433'THIS STATION IS THE TANK OF THE KANSAS CITY WATER WORKS, ABOUT
 KE1433'1.7 MILES NNW OF NORTH KANSAS CITY, MISSOURI.  IT IS LOCATED
 KE1433'ABOUT 0.4 MILE NNE OF THE JUNCTION OF U.S. HIGHWAYS 71 AND 69,
 KE1433'ABOUT 250 FEET E OF THE E EDGE OF THE STORAGE RESERVOIRS AND
 KE1433'ABOUT 400 FEET SSE OF THE ROAD LEADING UP TO BRIARCLIFF HILLS.
 KE1433'IT IS ON A MOUND ABOUT 0.15 MILE E OF THE MAIN BUILDING OF THE
 KE1433'WATER WORKS.  IT WAS ERECTED IN 1926 AND IS VERY PROMINENT.
 KE1433'
 KE1433'THE TANK HAS FOUR SILVER TRUSS-WORK LEGS ABOUT 150 FEET HIGH.
 KE1433'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET, FROM THE CENTER
 KE1433'OF WHICH A SILVER FEED PIPE JACKET EXTENDS TO THE GROUND.  THE
 KE1433'SILVER VERTICAL SECTION EXTENDS UPWARD ABOUT 30 FEET, HAS A
 KE1433'CAT-WALK AROUND ITS BASE AND THE WORDS K.C.MO. WATER WORKS
 KE1433'PAINTED IN BLACK LETTERS ON THE W SIDE.  THE BLACK CONICAL ROOF
 KE1433'HAS A SILVER BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT
 KE1433'185 FEET.
 KE1433
 KE1433                          STATION RECOVERY (1946)
 KE1433
 KE1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RGH)
 KE1433'THE DESCRIPTION IS ADEQUATE.
 KE1433
 KE1433                          STATION RECOVERY (1964)
 KE1433
 KE1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 KE1433'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KE1433
 KE1433                          STATION RECOVERY (1972)
 KE1433
 KE1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1433'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS
 KE1433'ADEQUATE.  THE TANK HAS AN OVERALL HEIGHT OF 156 FEET AND IS PAINT
 KE1433'RED AND WHITE.
 KE1433
 KE1433                          STATION RECOVERY (1983)
 KE1433
 KE1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB)
 KE1433'THE STATION WAS RECOVERED AS DESCRIBED.
 KE1433'
 KE1433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILE NNW
 KE1433'OF NORTH KANSAS CITY.
 KE1433
 KE1433                          STATION RECOVERY (2002)
 KE1433
 KE1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1433'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1433
 KE1433                          STATION RECOVERY (2005)
 KE1433
 KE1433'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1469 ***********************************************************************
 KE1469  DESIGNATION -  KANSAS CITY WORNALL RD BAP CH
 KE1469  PID         -  KE1469
 KE1469  STATE/COUNTY-  MO/JACKSON
 KE1469  USGS QUAD   -  KANSAS CITY (1991)
 KE1469
 KE1469                         *CURRENT SURVEY CONTROL
 KE1469  ___________________________________________________________________
 KE1469* NAD 83(1997)-  39 00 45.47961(N)    094 35 36.85402(W)     ADJUSTED  
 KE1469* NAVD 88     -                                                        
 KE1469  ___________________________________________________________________
 KE1469  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 KE1469  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KE1469
 KE1469  HORZ ORDER  -  THIRD
 KE1469
 KE1469.The horizontal coordinates were established by classical geodetic methods
 KE1469.and adjusted by the National Geodetic Survey in February 2000..
 KE1469
 KE1469
 KE1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1469
 KE1469.The geoid height was determined by GEOID03.
 KE1469
 KE1469;                    North         East     Units Scale Factor Converg.
 KE1469;SPC MO W     -   315,855.960   841,896.236   MT  0.99994198   -0 03 32.0
 KE1469;SPC KS N     -    80,957.874   694,954.480   MT  0.99996544   +2 09 19.1
 KE1469;UTM  15      - 4,319,386.469   362,030.740   MT  0.99983439   -1 00 11.9
 KE1469
 KE1469                          SUPERSEDED SURVEY CONTROL
 KE1469
 KE1469  NAD 83(1997)-  39 00 45.47962(N)    094 35 36.85403(W) AD(       ) 4
 KE1469  NAD 83(1986)-  39 00 45.48569(N)    094 35 36.85016(W) AD(       ) 4
 KE1469  NAD 27      -  39 00 45.46403(N)    094 35 36.00984(W) AD(       ) 3
 KE1469
 KE1469.Superseded values are not recommended for survey control.
 KE1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1469.See file dsdata.txt to determine how the superseded data were derived.
 KE1469
 KE1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6203119386(NAD 83)
 KE1469_MARKER: 90 = CHURCH SPIRE
 KE1469
 KE1469  HISTORY     - Date     Condition        Report By
 KE1469  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1469  HISTORY     - 20010331 GOOD             NGS
 KE1469  HISTORY     - 20050730 GOOD             GEOCAC
 KE1469
 KE1469                          STATION DESCRIPTION
 KE1469
 KE1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1469'THIS STATION IS THE SPIRE ON THE WORNALL ROAD BAPTIST CHURCH, AT
 KE1469'MEYER BOULEVARD AND WORNALL ROAD IN KANSAS CITY, MISSOURI.  IT IS
 KE1469'ABOUT 120 FEET N OF MEYER BOULEVARD, ABOUT 180 FEET W OF THE
 KE1469'CENTER LINE OF WORNALL ROAD.  THE CHURCH WAS ERECTED IN 1929,
 KE1469'AND THE SPIRE IS QUITE PROMINENT.
 KE1469'
 KE1469'THE SPIRE IS ON THE SE CORNER OF THE CHURCH.  ITS BASE IS A
 KE1469'SQUARE BRICK TOWER ABOUT 20 FEET HIGH, WHICH RESTS ON A 60-FOOT
 KE1469'BUILDING.  THE TOWER HAS A SMALL RECTANGULAR LOUVERED WINDOW IN
 KE1469'EACH SIDE AND URNS AT THE TOP AT EACH CORNER.  ON THIS TOWER
 KE1469'THERE IS A 10-FOOT OCTAGONAL TOWER WITH A WHITE RAIL AROUND ITS
 KE1469'TOP.  IN THE CENTER OF THIS SECTION SETS A WHITE OCTAGONAL TOWER
 KE1469'WITH ROUND PILLARS AND INSET GLAZED WINDOWS ON EACH SIDE.  THIS
 KE1469'SECTION IS ABOUT 20 FEET HIGH.  ABOVE THIS THERE IS A BLACK
 KE1469'OCTAGONAL FLUTED SPIRE ABOUT 40 FEET HIGH WITH AN IRON FINIAL
 KE1469'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 155 FEET.
 KE1469
 KE1469                          STATION RECOVERY (2001)
 KE1469
 KE1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE1469'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1469
 KE1469                          STATION RECOVERY (2005)
 KE1469
 KE1469'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9101 ***********************************************************************
 DG9101  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9101  DESIGNATION -  KARA CO 5 COOP CORS ARP
 DG9101  CORS_ID     -  KAR5
 DG9101  PID         -  DG9101
 DG9101  STATE/COUNTY-  MO/ST CHARLES
 DG9101  USGS QUAD   -  O'FALLON (1994)
 DG9101
 DG9101                         *CURRENT SURVEY CONTROL
 DG9101  ___________________________________________________________________
 DG9101* NAD 83(CORS)-  38 47 34.80163(N)    090 37 31.05206(W)     ADJUSTED  
 DG9101* NAVD 88     -                                                        
 DG9101  ___________________________________________________________________
 DG9101  EPOCH DATE  -        2002.00
 DG9101  X           -     -54,324.229 (meters)                     COMP
 DG9101  Y           -  -4,977,553.360 (meters)                     COMP
 DG9101  Z           -   3,974,507.177 (meters)                     COMP
 DG9101  ELLIP HEIGHT-         119.48  (meters)          (02/??/05) GPS OBS
 DG9101  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 DG9101
 DG9101  HORZ ORDER  -  SPECIAL (CORS)
 DG9101  ELLP ORDER  -  SPECIAL (CORS)
 DG9101
 DG9101.ITRF positions are available for this station.
 DG9101.The coordinates were established by GPS observations
 DG9101.and adjusted by the National Geodetic Survey in February 2005..
 DG9101.The coordinates are valid at the epoch date displayed above.
 DG9101.The epoch date for horizontal control is a decimal equivalence
 DG9101.of Year/Month/Day.
 DG9101
 DG9101
 DG9101.The PID for the CORS L1 Phase Center is DG9102.
 DG9101
 DG9101.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9101
 DG9101.The ellipsoidal height was determined by GPS observations
 DG9101.and is referenced to NAD 83.
 DG9101
 DG9101.The geoid height was determined by GEOID03.
 DG9101
 DG9101;                    North         East     Units Scale Factor Converg.
 DG9101;SPC MO E     -   328,460.036   239,115.554   MT  0.99993479   -0 04 42.6
 DG9101
 DG9101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9101!SPC MO E     -   0.99998125  x   0.99993479  =   0.99991605
 DG9101
 DG9101                          SUPERSEDED SURVEY CONTROL
 DG9101
 DG9101.No superseded survey control is available for this station.
 DG9101
 DG9101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC0624196485(NAD 83)
 DG9101_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9101
 DG9101                          STATION DESCRIPTION
 DG9101
 DG9101'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9101'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9101'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9101'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9101'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9101'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9102 ***********************************************************************
 DG9102  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9102  DESIGNATION -  KARA CO 5 COOP CORS L1 PHASE CENTER
 DG9102  CORS_ID     -  KAR5
 DG9102  PID         -  DG9102
 DG9102  STATE/COUNTY-  MO/ST CHARLES
 DG9102  USGS QUAD   -  O'FALLON (1994)
 DG9102
 DG9102                         *CURRENT SURVEY CONTROL
 DG9102  ___________________________________________________________________
 DG9102* NAD 83(CORS)-  38 47 34.80171(N)    090 37 31.05201(W)     ADJUSTED  
 DG9102* NAVD 88     -                                                        
 DG9102  ___________________________________________________________________
 DG9102  EPOCH DATE  -        2002.00
 DG9102  X           -     -54,324.229 (meters)                     COMP
 DG9102  Y           -  -4,977,553.437 (meters)                     COMP
 DG9102  Z           -   3,974,507.241 (meters)                     COMP
 DG9102  ELLIP HEIGHT-         119.58  (meters)          (02/??/05) GPS OBS
 DG9102  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 DG9102
 DG9102  HORZ ORDER  -  SPECIAL (CORS)
 DG9102  ELLP ORDER  -  SPECIAL (CORS)
 DG9102
 DG9102.ITRF positions are available for this station.
 DG9102.The coordinates were established by GPS observations
 DG9102.and adjusted by the National Geodetic Survey in February 2005..
 DG9102.The coordinates are valid at the epoch date displayed above.
 DG9102.The epoch date for horizontal control is a decimal equivalence
 DG9102.of Year/Month/Day.
 DG9102
 DG9102
 DG9102.The PID for the CORS ARP is DG9101.
 DG9102
 DG9102.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9102
 DG9102.The ellipsoidal height was determined by GPS observations
 DG9102.and is referenced to NAD 83.
 DG9102
 DG9102.The geoid height was determined by GEOID03.
 DG9102
 DG9102;                    North         East     Units Scale Factor Converg.
 DG9102;SPC MO E     -   328,460.038   239,115.555   MT  0.99993479   -0 04 42.6
 DG9102
 DG9102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9102!SPC MO E     -   0.99998124  x   0.99993479  =   0.99991603
 DG9102
 DG9102                          SUPERSEDED SURVEY CONTROL
 DG9102
 DG9102.No superseded survey control is available for this station.
 DG9102
 DG9102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC0624196485(NAD 83)
 DG9102_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9102
 DG9102                          STATION DESCRIPTION
 DG9102
 DG9102'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9102'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9102'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9102'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9102'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9102'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9107 ***********************************************************************
 DG9107  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9107  DESIGNATION -  KARA CO 8 COOP CORS ARP
 DG9107  CORS_ID     -  KAR8
 DG9107  PID         -  DG9107
 DG9107  STATE/COUNTY-  MO/ST LOUIS
 DG9107  USGS QUAD   -  KIRKWOOD (1993)
 DG9107
 DG9107                         *CURRENT SURVEY CONTROL
 DG9107  ___________________________________________________________________
 DG9107* NAD 83(CORS)-  38 34 26.49110(N)    090 25 05.23487(W)     ADJUSTED  
 DG9107* NAVD 88     -                                                        
 DG9107  ___________________________________________________________________
 DG9107  EPOCH DATE  -        2002.00
 DG9107  X           -     -36,437.089 (meters)                     COMP
 DG9107  Y           -  -4,992,945.496 (meters)                     COMP
 DG9107  Z           -   3,955,559.623 (meters)                     COMP
 DG9107  ELLIP HEIGHT-         164.56  (meters)          (02/??/05) GPS OBS
 DG9107  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DG9107
 DG9107  HORZ ORDER  -  SPECIAL (CORS)
 DG9107  ELLP ORDER  -  SPECIAL (CORS)
 DG9107
 DG9107.ITRF positions are available for this station.
 DG9107.The coordinates were established by GPS observations
 DG9107.and adjusted by the National Geodetic Survey in February 2005..
 DG9107.The coordinates are valid at the epoch date displayed above.
 DG9107.The epoch date for horizontal control is a decimal equivalence
 DG9107.of Year/Month/Day.
 DG9107
 DG9107
 DG9107.The PID for the CORS L1 Phase Center is DG9108.
 DG9107
 DG9107.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9107
 DG9107.The ellipsoidal height was determined by GPS observations
 DG9107.and is referenced to NAD 83.
 DG9107
 DG9107.The geoid height was determined by GEOID03.
 DG9107
 DG9107;                    North         East     Units Scale Factor Converg.
 DG9107;SPC MO E     -   304,149.069   257,134.758   MT  0.99993396   +0 03 03.8
 DG9107
 DG9107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9107!SPC MO E     -   0.99997418  x   0.99993396  =   0.99990814
 DG9107
 DG9107                          SUPERSEDED SURVEY CONTROL
 DG9107
 DG9107.No superseded survey control is available for this station.
 DG9107
 DG9107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2492172668(NAD 83)
 DG9107_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9107
 DG9107                          STATION DESCRIPTION
 DG9107
 DG9107'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9107'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9107'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9107'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9107'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9107'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9108 ***********************************************************************
 DG9108  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9108  DESIGNATION -  KARA CO 8 COOP CORS L1 PHASE CENTER
 DG9108  CORS_ID     -  KAR8
 DG9108  PID         -  DG9108
 DG9108  STATE/COUNTY-  MO/ST LOUIS
 DG9108  USGS QUAD   -  KIRKWOOD (1993)
 DG9108
 DG9108                         *CURRENT SURVEY CONTROL
 DG9108  ___________________________________________________________________
 DG9108* NAD 83(CORS)-  38 34 26.49118(N)    090 25 05.23482(W)     ADJUSTED  
 DG9108* NAVD 88     -                                                        
 DG9108  ___________________________________________________________________
 DG9108  EPOCH DATE  -        2002.00
 DG9108  X           -     -36,437.088 (meters)                     COMP
 DG9108  Y           -  -4,992,945.580 (meters)                     COMP
 DG9108  Z           -   3,955,559.694 (meters)                     COMP
 DG9108  ELLIP HEIGHT-         164.67  (meters)          (02/??/05) GPS OBS
 DG9108  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DG9108
 DG9108  HORZ ORDER  -  SPECIAL (CORS)
 DG9108  ELLP ORDER  -  SPECIAL (CORS)
 DG9108
 DG9108.ITRF positions are available for this station.
 DG9108.The coordinates were established by GPS observations
 DG9108.and adjusted by the National Geodetic Survey in February 2005..
 DG9108.The coordinates are valid at the epoch date displayed above.
 DG9108.The epoch date for horizontal control is a decimal equivalence
 DG9108.of Year/Month/Day.
 DG9108
 DG9108
 DG9108.The PID for the CORS ARP is DG9107.
 DG9108
 DG9108.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9108
 DG9108.The ellipsoidal height was determined by GPS observations
 DG9108.and is referenced to NAD 83.
 DG9108
 DG9108.The geoid height was determined by GEOID03.
 DG9108
 DG9108;                    North         East     Units Scale Factor Converg.
 DG9108;SPC MO E     -   304,149.071   257,134.759   MT  0.99993396   +0 03 03.8
 DG9108
 DG9108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9108!SPC MO E     -   0.99997416  x   0.99993396  =   0.99990813
 DG9108
 DG9108                          SUPERSEDED SURVEY CONTROL
 DG9108
 DG9108.No superseded survey control is available for this station.
 DG9108
 DG9108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2492172668(NAD 83)
 DG9108_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9108
 DG9108                          STATION DESCRIPTION
 DG9108
 DG9108'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9108'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9108'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9108'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9108'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9108'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1122 ***********************************************************************
 KD1122  DESIGNATION -  KASEY
 KD1122  PID         -  KD1122
 KD1122  STATE/COUNTY-  MO/MACON
 KD1122  USGS QUAD   -  LAGONDA (1978)
 KD1122
 KD1122                         *CURRENT SURVEY CONTROL
 KD1122  ___________________________________________________________________
 KD1122* NAD 83(1997)-  39 37 50.92347(N)    092 39 47.70422(W)     ADJUSTED  
 KD1122* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 KD1122  ___________________________________________________________________
 KD1122  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KD1122  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KD1122
 KD1122  HORZ ORDER  -  SECOND
 KD1122
 KD1122.The horizontal coordinates were established by classical geodetic methods
 KD1122.and adjusted by the National Geodetic Survey in February 2000..
 KD1122
 KD1122.The orthometric height was scaled from a topographic map.
 KD1122
 KD1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1122
 KD1122.The geoid height was determined by GEOID03.
 KD1122
 KD1122;                    North         East     Units Scale Factor Converg.
 KD1122;SPC MO C     -   421,472.568   485,985.498   MT  0.99993575   -0 06 14.9
 KD1122;UTM  15      - 4,386,836.447   528,899.014   MT  0.99961028   +0 12 53.3
 KD1122
 KD1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1122!SPC MO C     -   0.99996754  x   0.99993575  =   0.99990329
 KD1122!UTM  15      -   0.99996754  x   0.99961028  =   0.99957783
 KD1122
 KD1122:                Primary Azimuth Mark                     Grid Az
 KD1122:SPC MO C     -  A 196                                    000 17 15.0
 KD1122:UTM  15      -  A 196                                    359 58 06.8
 KD1122
 KD1122|---------------------------------------------------------------------|
 KD1122| PID    Reference Object                     Distance      Geod. Az  |
 KD1122|                                                           dddmmss.s |
 KD1122| KD0245 A 196                                              0001100.1 |
 KD1122| KD0246 A 196 RESET                         APPROX. 1.1 KM 0014526.4 |
 KD1122| CL9627 KASEY RM 1                           36.713 METERS 01359     |
 KD1122| KD1124 KASEY 2                              23.192 METERS 06224     |
 KD1122| CL9630 KASEY 2 RM 4                         21.138 METERS 11112     |
 KD1122| CL9628 KASEY RM 2                           33.196 METERS 18555     |
 KD1122|---------------------------------------------------------------------|
 KD1122
 KD1122                          SUPERSEDED SURVEY CONTROL
 KD1122
 KD1122  NAD 83(1997)-  39 37 50.92722(N)    092 39 47.71005(W) AD(       ) 2
 KD1122  NAD 83(1986)-  39 37 50.92793(N)    092 39 47.71079(W) AD(       ) 2
 KD1122  NAD 27      -  39 37 50.82240(N)    092 39 47.02690(W) AD(       ) 2
 KD1122
 KD1122.Superseded values are not recommended for survey control.
 KD1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1122.See file dsdata.txt to determine how the superseded data were derived.
 KD1122
 KD1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2889986836(NAD 83)
 KD1122_MARKER: DS = TRIANGULATION STATION DISK
 KD1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1122
 KD1122  HISTORY     - Date     Condition        Report By
 KD1122  HISTORY     - 1948     MONUMENTED       CGS
 KD1122  HISTORY     - 1966     GOOD             CGS
 KD1122  HISTORY     - 1973     GOOD             NGS
 KD1122
 KD1122                          STATION DESCRIPTION
 KD1122
 KD1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1122'STATION IS LOCATED ABOUT 14 MILES NORTH OF CLIFTON HILL AND 9
 KD1122'MILES SOUTH SOUTHWEST OF CALLAO IN A PASTURE ON THE EAST SIDE
 KD1122'OF STATE HIGHWAY 3.  STATION IS 10 FEET EAST OF FENCELINE.
 KD1122'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 KD1122'KASEY 1948.
 KD1122'
 KD1122'REFERENCE MARK NO. 1 IS 120.35 FEET NORTH NORTHEAST OF STATION
 KD1122'AND 36 FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 KD1122'THE DISK IS STAMPED KASEY NO 1 1948.
 KD1122'
 KD1122'REFERENCE MARK NO. 2 IS 108.91 FEET SOUTH SOUTHWEST OF STATION
 KD1122'AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 KD1122'AND THE DISK IS STAMPED KASEY NO 2 1948.
 KD1122'
 KD1122'BM A196 (USC AND GS) WAS USED FOR AZIMUTH MARK WHICH IS
 KD1122'APPROXIMATELY 0.7 MILE NORTH OF STATION, 25 FEET WEST OF THE
 KD1122'APPROXIMATE CENTERLINE OF STATE HIGHWAY 3, 14 FEET SOUTH OF
 KD1122'A POWER POLE, 1.5 FEET SOUTH OF WITNESS POST AND 1 FOOT EAST OF
 KD1122'FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 KD1122'STAMPED A 196 1945.
 KD1122'
 KD1122'TO REACH STATION FROM THE POST OFFICE IN CLIFTON HILL GO NORTH
 KD1122'ON STATE HIGHWAY 3 FOR 13.6 MILES TO WOODEN GATE ON RIGHT OR
 KD1122'EAST SIDE OF ROAD AS DESCRIBED.  GO THROUGH GATE AND TURN LEFT
 KD1122'AND FOLLOW FENCE NORTH FOR 0.1 MILE TO LOCUST GROVE AND STATION
 KD1122'ON HIGHEST POINT AS DESCRIBED.
 KD1122'
 KD1122'TO REACH AZIMUTH MARK FROM STATION GO NORTH ON STATE HIGHWAY 3
 KD1122'FOR 0.7 MILE TO AZIMUTH ON LEFT OR WEST SIDE OF ROAD AS
 KD1122'DESCRIBED.
 KD1122'
 KD1122'AN 87 FOOT SIGNAL AT STATION WESTVILLE IS VISIBLE AT 50 FEET.
 KD1122'
 KD1122'A 100 FOOT SIGNAL AT STATION EXCELLO IS VISIBLE AT 50 FEET.
 KD1122'
 KD1122'AN 87 FOOT SIGNAL AT STATION PRAIRIE IS VISIBLE AT 50 FEET.
 KD1122'
 KD1122'AN 87 FOOT SIGNAL AT STATION DARK IS VISIBLE AT 50 FEET.
 KD1122'
 KD1122'A 4 FOOT SIGNAL AT STATION BYNUM IS VISIBLE AT 50 FEET.
 KD1122'
 KD1122'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1122
 KD1122                          STATION RECOVERY (1966)
 KD1122
 KD1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1122'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KD1122'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 KD1122'CONDITION.  THE AZIMUTH MARK (BENCH MARK A 196 1945) WAS NOT
 KD1122'RECOVERED AND WAS ASSUMED THE MARK WAS DESTROYED BY ROAD
 KD1122'CONSTRUCTION, NO OBJECTS VISIBLE AT STATION SITE SO A NEW
 KD1122'AZIMUTH MARK COULD NOT BE SET.
 KD1122'
 KD1122'DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KD1122'
 KD1122'A METAL WITNESS POST WAS SET 11 FEET WEST OF THE STATION MARK.
 KD1122
 KD1122                          STATION RECOVERY (1973)
 KD1122
 KD1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KD1122'THE STATION MARK, REFERENCE MARK 1 AND BENCH MARK A 196 WERE
 KD1122'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 KD1122'CHIPPED, BUT WAS STRAIGHT AND SOLID IN THE GROUND.  THE
 KD1122'DIRECTION TO REFERENCE MARK 1 MISSED THE PREVIOUS DIRECTION 1
 KD1122'MINUTE, 46 SECONDS, AND THE DISTANCE TO THE REFERENCE MARK
 KD1122'MISSED THE PREVIOUS DISTANCE 0.10 FOOT.  THE DIRECTION TO
 KD1122'REFERENCE MARK 2 MISSED THE PREVIOUS DIRECTION 4 MINUTES, 21
 KD1122'SECONDS AND THE PREVIOUS DISTANCE WAS CHECKED.  DUE TO ROAD
 KD1122'CONSTRUCTION ALL THE MARKS FOR THIS STATION HAD TO BE MOVED.
 KD1122'STATION KASEY 2, REFERENCE MARKS 3 AND 4 AND BENCH MARK A
 KD1122'196 RESET WERE ESTABLISHED.  FOR DESCRIPTION OF THE MARKS,
 KD1122'SEE THE DESCRIPTION FOR KASEY 2.
 KD1122'
 KD1122'NOTE- MARKS WERE DESTROYED AFTER OBSERVATIONS WERE MADE.
 KD1122'
 KD1122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9 MILES SOUTH
 KD1122'OF CALLAO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1124 ***********************************************************************
 KD1124  DESIGNATION -  KASEY 2
 KD1124  PID         -  KD1124
 KD1124  STATE/COUNTY-  MO/MACON
 KD1124  USGS QUAD   -  LAGONDA (1978)
 KD1124
 KD1124                         *CURRENT SURVEY CONTROL
 KD1124  ___________________________________________________________________
 KD1124* NAD 83(1997)-  39 37 51.27196(N)    092 39 46.84244(W)     ADJUSTED  
 KD1124* NAVD 88     -       238.7    (meters)     783.     (feet)  VERTCON   
 KD1124  ___________________________________________________________________
 KD1124  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KD1124  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KD1124
 KD1124  HORZ ORDER  -  THIRD
 KD1124
 KD1124.The horizontal coordinates were established by classical geodetic methods
 KD1124.and adjusted by the National Geodetic Survey in February 2000..
 KD1124.No horizontal observational check was made to the station.
 KD1124
 KD1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1124
 KD1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1124
 KD1124.The geoid height was determined by GEOID03.
 KD1124
 KD1124;                    North         East     Units Scale Factor Converg.
 KD1124;SPC MO C     -   421,483.278   486,006.067   MT  0.99993574   -0 06 14.3
 KD1124;UTM  15      - 4,386,847.268   528,919.517   MT  0.99961030   +0 12 53.8
 KD1124
 KD1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1124!SPC MO C     -   0.99996759  x   0.99993574  =   0.99990333
 KD1124!UTM  15      -   0.99996759  x   0.99961030  =   0.99957790
 KD1124
 KD1124:                Primary Azimuth Mark                     Grid Az
 KD1124:SPC MO C     -  A 196 RESET                              000 47 41.6
 KD1124:UTM  15      -  A 196 RESET                              000 28 33.5
 KD1124
 KD1124|---------------------------------------------------------------------|
 KD1124| PID    Reference Object                     Distance      Geod. Az  |
 KD1124|                                                           dddmmss.s |
 KD1124| KD0246 A 196 RESET                         APPROX. 1.1 KM 0004127.3 |
 KD1124| CL9629 KASEY 2 RM 3                         13.472 METERS 00220     |
 KD1124| CL9630 KASEY 2 RM 4                         18.419 METERS 18242     |
 KD1124| KD1122 KASEY                                23.192 METERS 24224     |
 KD1124| KD0245 A 196                                              3590733.5 |
 KD1124|---------------------------------------------------------------------|
 KD1124
 KD1124                          SUPERSEDED SURVEY CONTROL
 KD1124
 KD1124  NAD 83(1997)-  39 37 51.27571(N)    092 39 46.84828(W) AD(       ) 3
 KD1124  NAD 83(1986)-  39 37 51.27643(N)    092 39 46.84900(W) AD(       ) 3
 KD1124  NAD 27      -  39 37 51.17089(N)    092 39 46.16515(W) AD(       ) 3
 KD1124  NGVD 29 (07/19/86)  238.7    (m)          783.     (f) VERT ANG       
 KD1124
 KD1124.Superseded values are not recommended for survey control.
 KD1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1124.See file dsdata.txt to determine how the superseded data were derived.
 KD1124
 KD1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD2892086847(NAD 83)
 KD1124_MARKER: DS = TRIANGULATION STATION DISK
 KD1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1124_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1124
 KD1124  HISTORY     - Date     Condition        Report By
 KD1124  HISTORY     - 1973     MONUMENTED       NGS
 KD1124
 KD1124                          STATION DESCRIPTION
 KD1124
 KD1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KD1124'THE STATION IS LOCATED ABOUT 14 MILES NORTH OF CLIFTON HILL
 KD1124'AND 9 MILES SOUTH-SOUTHWEST OF CALLAO, ON THE EAST RIGHT-OF-WAY
 KD1124'OF STATE HIGHWAY 3.
 KD1124'
 KD1124'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24
 KD1124'AND STATE HIGHWAY 3 AT CLIFTON HILL, GO NORTH ON HIGHWAY 3
 KD1124'FOR 13.7 MILES TO COUNTY ROUTE T, CONTINUE NORTH ON HIGHWAY
 KD1124'3 FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 KD1124'
 KD1124'THE STATION MARKS ARE STANDARD DISKS STAMPED KASEY 2 1973.
 KD1124'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 KD1124'CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND SURFACE.
 KD1124'IT IS 63 FEET NORTH OF A POWER POLE, 3 FEET SOUTH-SOUTHWEST
 KD1124'OF A METAL WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH
 KD1124'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KD1124'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 KD1124'
 KD1124'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KASEY 2 NO 3 1973,
 KD1124'SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD 3-1/2
 KD1124'FEET DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 KD1124'ENCASED IN A 4 INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND
 KD1124'SURFACE.  IT IS 41.5 FEET NORTH OF THE METAL WITNESS POST
 KD1124'AND 0.5 FOOT WEST OF THE NORTH-SOUTH FENCE.
 KD1124'
 KD1124'REFERENCE MARK 4 IS A STANDARD DISK STAMPED KASEY 2 NO 4
 KD1124'1973, SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD 3-1/2
 KD1124'FEET DEEP WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 KD1124'ENCASED IN A 4 INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND
 KD1124'SURFACE.
 KD1124'
 KD1124'BM A 196 RESET 1972 IS A STANDARD BENCH MARK DISK, SWEATED
 KD1124'TO THE TOP OF A 5/8 INCH COPPER COATED ROD 4 FEET DEEP WITH
 KD1124'A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A 4
 KD1124'INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KD1124'3 FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS
 KD1124'POST AND ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 3.
 KD1124'
 KD1124'TO REACH THE BENCH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 KD1124'3 FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 KD1124'
 KD1124'SEA LEVEL DISTANCE FOR BM A 196 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0314 ***********************************************************************
 KE0314  DESIGNATION -  KCU
 KE0314  PID         -  KE0314
 KE0314  STATE/COUNTY-  MO/JACKSON
 KE0314  USGS QUAD   -  KANSAS CITY (1991)
 KE0314
 KE0314                         *CURRENT SURVEY CONTROL
 KE0314  ___________________________________________________________________
 KE0314* NAD 83(1997)-  39 02 00.24003(N)    094 34 39.13574(W)     ADJUSTED  
 KE0314* NAVD 88     -       283.090  (meters)     928.77   (feet)  ADJUSTED  
 KE0314  ___________________________________________________________________
 KE0314  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 KE0314  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE0314  DYNAMIC HT  -         282.906 (meters)     928.17  (feet)  COMP
 KE0314  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 KE0314
 KE0314  HORZ ORDER  -  SECOND
 KE0314  VERT ORDER  -  FIRST     CLASS II
 KE0314
 KE0314.The horizontal coordinates were established by classical geodetic methods
 KE0314.and adjusted by the National Geodetic Survey in February 2000..
 KE0314
 KE0314.The orthometric height was determined by differential leveling
 KE0314.and adjusted by the National Geodetic Survey in June 1991..
 KE0314
 KE0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0314
 KE0314.The geoid height was determined by GEOID03.
 KE0314
 KE0314.The dynamic height is computed by dividing the NAVD 88
 KE0314.geopotential number by the normal gravity value computed on the
 KE0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0314.degrees latitude (g = 980.6199 gals.).
 KE0314
 KE0314.The modeled gravity was interpolated from observed gravity values.
 KE0314
 KE0314;                    North         East     Units Scale Factor Converg.
 KE0314;SPC MO W     -   318,159.963   843,286.741   MT  0.99994173   -0 02 55.8
 KE0314;UTM  15      - 4,321,666.985   363,458.882   MT  0.99982957   -0 59 37.1
 KE0314
 KE0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0314!SPC MO W     -   0.99996067  x   0.99994173  =   0.99990241
 KE0314!UTM  15      -   0.99996067  x   0.99982957  =   0.99979025
 KE0314
 KE0314:                Primary Azimuth Mark                     Grid Az
 KE0314:SPC MO W     -  KANSAS CITY SEC CH CHRIST SCI            008 03 22.1
 KE0314:UTM  15      -  KANSAS CITY SEC CH CHRIST SCI            009 00 03.4
 KE0314
 KE0314|---------------------------------------------------------------------|
 KE0314| PID    Reference Object                     Distance      Geod. Az  |
 KE0314|                                                           dddmmss.s |
 KE0314| KE1447 KANSAS CITY SEC CH CHRIST SCI       APPROX. 4.2 KM 0080026.3 |
 KE0314| KE1454 KANSAS CITY BLESSED SAC CH CUP      APPROX. 3.5 KM 0461853.7 |
 KE0314| KE1466 KANSAS CITY PASEO HS CHIMNEY        APPROX. 1.2 KM 0555526.3 |
 KE0314| CL7205 KCU AZ MK                                          1100636.2 |
 KE0314| KE1456 KANSAS CITY LITTLE SISTERS CUP      APPROX. 1.2 KM 1111143.1 |
 KE0314| KE1467 KANSAS CITY SWOPE PK LODG CHIM      APPROX. 3.5 KM 1203145.4 |
 KE0314| KE1475 KANSAS CITY SWOPE PK HSE S TWR      APPROX. 4.4 KM 1330536.3 |
 KE0314| JE1950 KANSAS CITY HILLCREST C C TANK      APPROX. 7.9 KM 1421732.1 |
 KE0314| JE1945 KANSAS CITY BLENHEIM SCH STACK      APPROX. 4.2 KM 1564830.9 |
 KE0314| JE1943 KANSAS CITY ST JOHNS SEM CHIM       APPROX. 4.4 KM 1633927.1 |
 KE0314| JE1948 ROSE HILL OAKWOOD CC TANK           APPROX. 9.7 KM 1673500.1 |
 KE0314| KE1449 KANSAS CITY GOOD SHEPHERD STK       APPROX. 3.2 KM 1782228.4 |
 KE0314| JE1942 HOLMES RESET                        APPROX. 4.8 KM 1842454.4 |
 KE0314| JE1949 KANSAS CITY RILEY MEM WATER TK      APPROX. 4.8 KM 1844617.9 |
 KE0314| JE1946 KANSAS CITY H COOK SCH CHIMNEY      APPROX. 4.5 KM 2013651.3 |
 KE0314| KE1470 KANSAS CITY SIXTH CH OF CHRIST      APPROX. 3.2 KM 2061530.0 |
 KE0314| KE1469 KANSAS CITY WORNALL RD BAP CH       APPROX. 2.7 KM 2110346.3 |
 KE0314| KE1152 OVERLAND PARK MILBURN CC TANK       APPROX. 8.9 KM 2475845.7 |
 KE0314| CL7206 KCU RM 2                             31.279 METERS 26821     |
 KE0314| KE1141 ROSEDALE RAD STA KMBC MAST          APPROX. 3.4 KM 2784323.7 |
 KE0314| KE1140 KANSAS CITY MISSION RD MUN TK       APPROX. 4.3 KM 2984206.8 |
 KE0314| KE1148 KANSAS CITY LAWRENCE STREET MUN TAN APPROX. 6.7 KM 3035622.9 |
 KE0314| KE1139 KANSAS CITY BELL MEM HOSP STK       APPROX. 3.8 KM 3122746.5 |
 KE0314| KE1474 KANSAS CITY LORETTO ACAD CUP        APPROX. 3.2 KM 3223317.7 |
 KE0314| KE0315 KCU RM 1                             27.624 METERS 35401     |
 KE0314| KE1452 KANSAS CITY LADY OF SORROW CH       APPROX. 5.1 KM 3585435.4 |
 KE0314|---------------------------------------------------------------------|
 KE0314
 KE0314                          SUPERSEDED SURVEY CONTROL
 KE0314
 KE0314  NAD 83(1997)-  39 02 00.24003(N)    094 34 39.13574(W) AD(       ) 2
 KE0314  NAD 83(1986)-  39 02 00.24607(N)    094 34 39.13171(W) AD(       ) 2
 KE0314  NAD 27      -  39 02 00.22586(N)    094 34 38.29181(W) AD(       ) 2
 KE0314  NGVD 29 (??/??/92)  283.010  (m)          928.51   (f) ADJ UNCH    1 2
 KE0314
 KE0314.Superseded values are not recommended for survey control.
 KE0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0314.See file dsdata.txt to determine how the superseded data were derived.
 KE0314
 KE0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6345921667(NAD 83)
 KE0314_MARKER: DS = TRIANGULATION STATION DISK
 KE0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0314_STAMPING: K C U 1934
 KE0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0314+STABILITY: SURFACE MOTION
 KE0314
 KE0314  HISTORY     - Date     Condition        Report By
 KE0314  HISTORY     - 1934     MONUMENTED       CGS
 KE0314  HISTORY     - 1966     GOOD             CGS
 KE0314  HISTORY     - 1966     GOOD             NGS
 KE0314  HISTORY     - 1971     GOOD             NGS
 KE0314  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0314  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0314  HISTORY     - 20020430 MARK NOT FOUND   INDIV
 KE0314
 KE0314                          STATION DESCRIPTION
 KE0314
 KE0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE0314'THIS STATION IS LOCATED AT ABOUT THE CENTER OF THE W 1/2 OF THE
 KE0314'CAMPUS OF KANSAS CITY UNIVERSITY, WHICH IS TO THE W OF ROCKHILL
 KE0314'ROAD BETWEEN FIFTY-FIRST AND FIFTY-SECOND STREETS.
 KE0314'
 KE0314'THE STATION MARK IS 95.4 FEET S OF THE SW CORNER OF CONCRETE
 KE0314'PORCH AT FRONT OF MAIN BUILDING OF UNIVERSITY, 129.5 FEET NW OF
 KE0314'THE NE CORNER OF SCIENCE HALL, WHICH IS UNDER CONSTRUCTION.
 KE0314'THE MARK IS FLUSH WITH THE GROUND.
 KE0314'
 KE0314'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE0314'BRONZE DISKS SET IN CONCRETE.
 KE0314'
 KE0314'REFERENCE MARK NO. 1 IS N OF THE STATION, 8.2 FEET NW OF THE SW
 KE0314'CORNER OF CONCRETE PORCH AT THE FRONT OF THE MAIN BUILDING OF
 KE0314'UNIVERSITY, 9 FEET S OF S FACE OF SAME BUILDING.  THE MARK IS
 KE0314'FLUSH WITH THE GROUND.
 KE0314'
 KE0314'REFERENCE MARK NO. 2 IS W OF THE STATION, 20 FEET E OF CONCRETE
 KE0314'WALL AT W SIDE OF CAMPUS.  THE MARK IS FLUSH WITH THE GROUND.
 KE0314'
 KE0314'THE AZIMUTH MARK IS ESE OF THE STATION, 8-1/2 FEET E OF THE E
 KE0314'CURB OF ROCKHILL ROAD, 9 FEET SE OF LAMP POST, 51 FEET N OF N
 KE0314'CURB OF FIFTY-SECOND STREET, 1 FOOT W OF EDGE OF SIDEWALK.  THE
 KE0314'MARK IS FLUSH WITH THE GROUND.
 KE0314'
 KE0314'THE STATION MAY BE REACHED FROM THE BRIDGE ACROSS THE MISSOURI
 KE0314'RIVER AT THE N EDGE OF KANSAS CITY BY GOING S ON U.S. HIGHWAY 71
 KE0314'TO FIFTY-SECOND STREET, THENCE W ON FIFTY-SECOND STREET 1 BLOCK TO
 KE0314'ROCKHILL ROAD, THENCE N TO THE ENTRANCE TO CAMPUS BETWEEN
 KE0314'FIFTY-SECOND AND FIFTY-FIRST STREETS.
 KE0314'
 KE0314'ALL LIGHTS COME INTO VIEW AT 55 FEET.
 KE0314
 KE0314                          STATION RECOVERY (1966)
 KE0314
 KE0314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 KE0314'THE STATION MARK, STAMPED K C U 1934, WAS RECOVERED AS DESCRIBED IN
 KE0314'KANSAS-MISSOURI QUAD 390943, STATION 1003 ON LITHOLIST DATED JULY
 KE0314'1965.
 KE0314'
 KE0314'R.M. 1, STAMPED K C U NO 1 1934, WAS RECOVERED AS DESCRIBED IN
 KE0314'KANSAS-MISSOURI QUAD 390943, STATION 1003, ON LITHOLIST DATED
 KE0314'JULY 1965.
 KE0314'
 KE0314'R.M. 2, WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED TO HAVE
 KE0314'BEEN DESTROYED.
 KE0314'
 KE0314'THE AZIMUTH MARK, WAS NOT SEARCHED FOR.
 KE0314
 KE0314                          STATION RECOVERY (1966)
 KE0314
 KE0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KE0314'AT KANSAS CITY.
 KE0314'AT KANSAS CITY, IN THE CENTER OF THE WESTERN HALF OF THE CAMPUS
 KE0314'OF THE KANSAS CITY UNIVERSITY WHICH IS WEST OF ROCK HILL ROAD
 KE0314'AND BETWEEN FIFTY-FIRST AND FIFTY-SECOND STREETS, 95.4 FEET SOUTH
 KE0314'OF THE SOUTHWEST CORNER OF THE CONCRETE PORCH AT THE FRONT OF THE
 KE0314'MAIN BUILDING OF THE UNIVERSITY, 129.5 FEET NORTHWEST OF THE
 KE0314'NORTHEAST CORNER OF SCIENCE HALL, 90.63 FEET SOUTH OF K.C U
 KE0314'R.M. 1, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 KE0314'THE GROUND.
 KE0314
 KE0314                          STATION RECOVERY (1971)
 KE0314
 KE0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (GLS)
 KE0314'THE STATION WAS RECOVERED FOR THE PURPOSE OF PHOTO IDENTIFICATION.
 KE0314'THE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD
 KE0314'CONDITION AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK WAS RECOVERED AT
 KE0314'THE DESCRIBED LOCATION, HOWEVER DUE TO THE ADDITIONAL BUILDING
 KE0314'CONSTRUCTION ON CAMPUS, THE MARK IS NO LONGER VISIBLE
 KE0314'FROM GROUND LEVEL AT THE STATION.  REFERENCE MARK 2 WAS NOT
 KE0314'RECOVERED.  IT IS EVIDENT THE MARK WAS EITHER DESTROYED OR
 KE0314'COVERED OVER BY THE BUILDING NOW SITUATED JUST WEST OF THE STATION.
 KE0314
 KE0314                          STATION RECOVERY (2001)
 KE0314
 KE0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0314'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE0314
 KE0314                          STATION RECOVERY (2001)
 KE0314
 KE0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0314'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE0314
 KE0314                          STATION RECOVERY (2002)
 KE0314
 KE0314'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 KE0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0315 ***********************************************************************
 KE0315  DESIGNATION -  KCU RM 1
 KE0315  PID         -  KE0315
 KE0315  STATE/COUNTY-  MO/JACKSON
 KE0315  USGS QUAD   -  KANSAS CITY (1991)
 KE0315
 KE0315                         *CURRENT SURVEY CONTROL
 KE0315  ___________________________________________________________________
 KE0315* NAD 83(1986)-  39 02 00.     (N)    094 34 37.     (W)     SCALED    
 KE0315* NAVD 88     -       283.224  (meters)     929.21   (feet)  ADJUSTED  
 KE0315  ___________________________________________________________________
 KE0315  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE0315  DYNAMIC HT  -         283.039 (meters)     928.60  (feet)  COMP
 KE0315  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 KE0315
 KE0315  VERT ORDER  -  FIRST     CLASS II
 KE0315
 KE0315.The horizontal coordinates were scaled from a topographic map and have
 KE0315.an estimated accuracy of +/- 6 seconds.
 KE0315
 KE0315.The orthometric height was determined by differential leveling
 KE0315.and adjusted by the National Geodetic Survey in June 1991..
 KE0315
 KE0315.The geoid height was determined by GEOID03.
 KE0315
 KE0315.The dynamic height is computed by dividing the NAVD 88
 KE0315.geopotential number by the normal gravity value computed on the
 KE0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0315.degrees latitude (g = 980.6199 gals.).
 KE0315
 KE0315.The modeled gravity was interpolated from observed gravity values.
 KE0315
 KE0315;                    North         East    Units  Estimated Accuracy
 KE0315;SPC MO W     -   318,150.      843,340.      MT  (+/- 180 meters Scaled)
 KE0315
 KE0315                          SUPERSEDED SURVEY CONTROL
 KE0315
 KE0315  NGVD 29 (??/??/92)  283.144  (m)          928.95   (f) ADJ UNCH    1 2
 KE0315
 KE0315.Superseded values are not recommended for survey control.
 KE0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0315.See file dsdata.txt to determine how the superseded data were derived.
 KE0315
 KE0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD635216(NAD 83)
 KE0315_MARKER: DR = REFERENCE MARK DISK
 KE0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0315_STAMPING: K C U NO 1 1934
 KE0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0315+STABILITY: SURFACE MOTION
 KE0315
 KE0315  HISTORY     - Date     Condition        Report By
 KE0315  HISTORY     - 1934     MONUMENTED       CGS
 KE0315  HISTORY     - 1966     GOOD             NGS
 KE0315  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KE0315
 KE0315                          STATION DESCRIPTION
 KE0315
 KE0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KE0315'AT KANSAS CITY.
 KE0315'AT KANSAS CITY, IN THE CENTER OF THE WESTERN HALF OF THE CAMPUS
 KE0315'OF THE KANSAS CITY UNIVERSITY WHICH IS WEST OF ROCK HILL ROAD
 KE0315'AND BETWEEN FIFTY-FIRST AND FIFTY-SECOND STREETS, 8.2 FEET
 KE0315'NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PORCH AT THE
 KE0315'FRONT OF THE MAIN BUILDING OF THE UNIVERSITY, 9 FEET SOUTH OF
 KE0315'THE SOUTH FACE OF THE SAME BUILDING, AND SET IN THE TOP OF A
 KE0315'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 KE0315
 KE0315                          STATION RECOVERY (2001)
 KE0315
 KE0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KE0315'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1413 ***********************************************************************
 KE1413  DESIGNATION -  KEARNEY
 KE1413  PID         -  KE1413
 KE1413  STATE/COUNTY-  MO/CLAY
 KE1413  USGS QUAD   -  KEARNEY (1990)
 KE1413
 KE1413                         *CURRENT SURVEY CONTROL
 KE1413  ___________________________________________________________________
 KE1413* NAD 83(1997)-  39 19 28.97004(N)    094 22 13.88837(W)     ADJUSTED  
 KE1413* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 KE1413  ___________________________________________________________________
 KE1413  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KE1413  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KE1413
 KE1413  HORZ ORDER  -  THIRD
 KE1413
 KE1413.The horizontal coordinates were established by classical geodetic methods
 KE1413.and adjusted by the National Geodetic Survey in February 2000..
 KE1413
 KE1413.The orthometric height was scaled from a topographic map.
 KE1413
 KE1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1413
 KE1413.The geoid height was determined by GEOID03.
 KE1413
 KE1413;                    North         East     Units Scale Factor Converg.
 KE1413;SPC MO W     -   350,504.542   861,163.892   MT  0.99994271   +0 04 55.4
 KE1413;UTM  15      - 4,353,706.905   381,865.977   MT  0.99977183   -0 52 07.0
 KE1413
 KE1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1413!SPC MO W     -   0.99996164  x   0.99994271  =   0.99990435
 KE1413!UTM  15      -   0.99996164  x   0.99977183  =   0.99973348
 KE1413
 KE1413|---------------------------------------------------------------------|
 KE1413| PID    Reference Object                     Distance      Geod. Az  |
 KE1413|                                                           dddmmss.s |
 KE1413| CL7222 KEARNEY RM 1                         10.875 METERS 04247     |
 KE1413| KE1415 KEARNEY AZ MK                       APPROX. 1.2 KM 0442623.0 |
 KE1413| KE1411 KEARNEY 2                            20.516 METERS 07230     |
 KE1413| KE1320 EXCELSIOR SPRINGS MO L P TK         APPROX.13.4 KM 0803507.9 |
 KE1413| KE1318 EXCELSIOR SPRINGS VET HOSP TK       APPROX.12.2 KM 0853002.2 |
 KE1413| CL7223 KEARNEY RM 2                          5.404 METERS 25932     |
 KE1413|---------------------------------------------------------------------|
 KE1413
 KE1413                          SUPERSEDED SURVEY CONTROL
 KE1413
 KE1413  NAD 83(1997)-  39 19 28.97033(N)    094 22 13.88901(W) AD(       ) 3
 KE1413  NAD 83(1986)-  39 19 28.97593(N)    094 22 13.88519(W) AD(       ) 3
 KE1413  NAD 27      -  39 19 28.94909(N)    094 22 13.08234(W) AD(       ) 3
 KE1413
 KE1413.Superseded values are not recommended for survey control.
 KE1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1413.See file dsdata.txt to determine how the superseded data were derived.
 KE1413
 KE1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8186653707(NAD 83)
 KE1413_MARKER: DS = TRIANGULATION STATION DISK
 KE1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1413
 KE1413  HISTORY     - Date     Condition        Report By
 KE1413  HISTORY     - 1949     MONUMENTED       CGS
 KE1413  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KE1413  HISTORY     - 1959     GOOD             CGS
 KE1413  HISTORY     - 20020114 MARK NOT FOUND   NGS
 KE1413
 KE1413                          STATION DESCRIPTION
 KE1413
 KE1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1413'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 0.5 OF A MILE
 KE1413'WEST OF KEARNEY AND ABOUT 5.5 MILES NORTH AND 2.5 MILES EAST
 KE1413'OF LIBERTY JUST WEST OF A SMALL CEMETERY KNOWN AS LIBERTY
 KE1413'CEMETERY.  IT IS 43.0 FEET NORTHWEST OF THE INTERSECTION OF A
 KE1413'T ROAD, 23.0 FEET NORTH OF THE CENTER OF A GRADED ROAD, 13.0
 KE1413'FEET WEST OF THE CENTER OF A BOARD GATE, AND 8.5 FEET
 KE1413'NORTH-NORTHEAST OF A TELEPHONE POLE, AND 5.5 FEET NORTH OF A
 KE1413'WITNESS POST, AND 5.0 FEET NORTH OF A WOVEN WIRE FENCE.  IT IS
 KE1413'SET FLUSH AND IS STAMPED KEARNEY 1949.
 KE1413'
 KE1413'REFERENCE MARK NO. 1 IS 25.0 FEET WEST OF THE CENTER OF A
 KE1413'GRADED ROAD, 7.0 FEET NORTH OF A TELEPHONE POLE AND 1.0 FOOT
 KE1413'WEST OF A WOVEN WIRE FENCE.  IT IS SET FLUSH AND IS STAMPED
 KE1413'KEARNEY NO 1 1949.
 KE1413'
 KE1413'REFERENCE MARK NO. 2 IS 22.0 FEET NORTH OF THE CENTER OF A
 KE1413'GRADED ROAD, 14.0 FEET WEST OF A TELEPHONE POLE AND 1.0 FOOT
 KE1413'NORTH OF A WOVEN WIRE FENCE.  IT IS SET FLUSH AND IS STAMPED
 KE1413'KEARNEY NO 2 1949.
 KE1413'
 KE1413'THE AZIMUTH MARK IS 38.0 FEET WEST OF THE CENTER OF STATE ROUTE
 KE1413'NO. 33, 21.0 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT
 KE1413'SOUTH OF A WITNESS POST, AND 0.8 OF A FOOT EAST OF A WOVEN WIRE
 KE1413'FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED KEARNEY 1949.
 KE1413'
 KE1413'TO REACH THE STATION FROM THE CAUTION LIGHT ON STATE ROUTE NO.
 KE1413'33 IN KEARNEY, GO SOUTH ON STATE ROUTE NO. 33 FOR 3.5 MILES TO
 KE1413'A CROSSROAD, TURN RIGHT ON GRADED ROAD AND GO WEST AND SOUTH
 KE1413'FOR 0.75 OF A MILE TO A CEMETERY ON THE LEFT AND STATION ON
 KE1413'THE RIGHT AS DESCRIBED.
 KE1413'
 KE1413'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND EAST
 KE1413'ON A GRADED ROAD FOR 0.75 OF A MILE TO STATE ROUTE NO. 33,
 KE1413'TURN LEFT ON STATE ROUTE NO. 33 FOR 0.2 OF A MILE AND AZIMUTH
 KE1413'MARK ON THE LEFT AS DESCRIBED.
 KE1413'
 KE1413'A 74 FOOT SIGNAL AT STATION HOLT IS VISIBLE AT 10 FEET.
 KE1413'
 KE1413'AN 87 FOOT SIGNAL AT STATION CRAB IS VISIBLE AT 10 FEET.
 KE1413'
 KE1413'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 KE1413
 KE1413                          STATION RECOVERY (1958)
 KE1413
 KE1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KE1413'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1413'IN GOOD CONDITION.  TO REACH THE STATION FROM THE CAUTION LIGHT
 KE1413'IN KEARNEY, GO SOUTH ON STATE ROUTE 33 FOR 3.0 MILES INSTEAD
 KE1413'OF 3.5 MILES.  THE WITNESS POSTS ARE GONE.  THE AZIMUTH MARK IS
 KE1413'6 FEET SOUTH OF A 12-INCH POST IN FENCE, AND ON TOP OF A SMALL
 KE1413'RISE ALONG STATE ROUTE 33.
 KE1413
 KE1413                          STATION RECOVERY (1959)
 KE1413
 KE1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KE1413'THIS STATION WAS RECOVERED AS DESCRIBED, BUT THE SURFACE
 KE1413'STATION MARK AND BOTH REFERENCE MARKS HAD BEEN HIT BY ROAD
 KE1413'MACHINERY.  THE UNDERGROUND STATION MARK WAS FOUND IN GOOD
 KE1413'CONDITION.  IT WAS LEFT IN PLACE AND WILL BE UNDER THE APPROXIMATE
 KE1413'CENTERLINE OF NEW GRADED ROAD.  A NEW STATION, KEARNEY 2,
 KE1413'WITH REFERENCE MARKS NO. 3 AND NO. 4 WAS ESTABLISHED.  FOR
 KE1413'DETAILS, SEE THE DESCRIPTION OF KEARNEY 2 1959.
 KE1413
 KE1413                          STATION RECOVERY (2002)
 KE1413
 KE1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1413'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1411 ***********************************************************************
 KE1411  DESIGNATION -  KEARNEY 2
 KE1411  PID         -  KE1411
 KE1411  STATE/COUNTY-  MO/CLAY
 KE1411  USGS QUAD   -  KEARNEY (1990)
 KE1411
 KE1411                         *CURRENT SURVEY CONTROL
 KE1411  ___________________________________________________________________
 KE1411* NAD 83(1997)-  39 19 29.17017(N)    094 22 13.07152(W)     ADJUSTED  
 KE1411* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 KE1411  ___________________________________________________________________
 KE1411  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KE1411  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KE1411
 KE1411  HORZ ORDER  -  SECOND
 KE1411
 KE1411.The horizontal coordinates were established by classical geodetic methods
 KE1411.and adjusted by the National Geodetic Survey in February 2000..
 KE1411
 KE1411.The orthometric height was scaled from a topographic map.
 KE1411
 KE1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1411
 KE1411.The geoid height was determined by GEOID03.
 KE1411
 KE1411;                    North         East     Units Scale Factor Converg.
 KE1411;SPC MO W     -   350,510.741   861,183.448   MT  0.99994272   +0 04 55.9
 KE1411;UTM  15      - 4,353,712.779   381,885.629   MT  0.99977177   -0 52 06.5
 KE1411
 KE1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1411!SPC MO W     -   0.99996164  x   0.99994272  =   0.99990436
 KE1411!UTM  15      -   0.99996164  x   0.99977177  =   0.99973342
 KE1411
 KE1411|---------------------------------------------------------------------|
 KE1411| PID    Reference Object                     Distance      Geod. Az  |
 KE1411|                                                           dddmmss.s |
 KE1411| CL7224 KEARNEY 2 RM 3                       12.606 METERS 00214     |
 KE1411| KE1415 KEARNEY AZ MK                       APPROX. 1.1 KM 0435727.5 |
 KE1411| KE1413 KEARNEY                              20.516 METERS 25230     |
 KE1411| CL7225 KEARNEY 2 RM 4                       22.561 METERS 29435     |
 KE1411|---------------------------------------------------------------------|
 KE1411
 KE1411                          SUPERSEDED SURVEY CONTROL
 KE1411
 KE1411  NAD 83(1997)-  39 19 29.17046(N)    094 22 13.07215(W) AD(       ) 2
 KE1411  NAD 83(1986)-  39 19 29.17606(N)    094 22 13.06834(W) AD(       ) 2
 KE1411  NAD 27      -  39 19 29.14922(N)    094 22 12.26551(W) AD(       ) 2
 KE1411
 KE1411.Superseded values are not recommended for survey control.
 KE1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1411.See file dsdata.txt to determine how the superseded data were derived.
 KE1411
 KE1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8188653713(NAD 83)
 KE1411_MARKER: DS = TRIANGULATION STATION DISK
 KE1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1411+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2006
 KE1411
 KE1411  HISTORY     - Date     Condition        Report By
 KE1411  HISTORY     - 1959     MONUMENTED       CGS
 KE1411  HISTORY     - 20020114 GOOD             NGS
 KE1411  HISTORY     - 20020829 GOOD             MODNR
 KE1411  HISTORY     - 20060204 GOOD             GEOCAC
 KE1411
 KE1411                          STATION DESCRIPTION
 KE1411
 KE1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KE1411'STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF LIBERTY,
 KE1411'3 MILES SOUTH OF THE SMALL TOWN OF KEARNEY, AND 1/2 MILE
 KE1411'WEST OF STATE HIGHWAY 33 JUST WEST OF A SMALL CEMETERY WHERE
 KE1411'A GRADED ROAD CURVES FROM NORTH TO WEST, 76 FEET SOUTH OF
 KE1411'THE NORTHWEST CORNER OF CEMETERY, 44 FEET SOUTH OF SOUTH
 KE1411'GATE POST ON WEST SIDE OF CEMETERY, 38.5 FEET SOUTH-SOUTHWEST
 KE1411'OF THE SOUTHWEST CORNER OF MOBERLY TOMBSTONE, 30 FEET NORTHWEST
 KE1411'OF THE NORTHWEST CORNER OF ESTES TOMBSTONE, 25 FEET EAST
 KE1411'OF THE PROJECTED CENTERLINE OF NORTH-SOUTH ROAD, 2 FEET
 KE1411'WEST OF THE WEST SIDE OF CEMETERY FENCE, AND 1.5 FEET NORTH
 KE1411'OF A NEW WITNESS POST SIGN.  THE MARK IS FLUSH WITH THE
 KE1411'GROUND AND THE DISK IS STAMPED KEARNEY 2 1959.
 KE1411'
 KE1411'TO REACH THE STATION FROM THE POST OFFICE IN KEARNEY, GO
 KE1411'SOUTH ON STATE HIGHWAY 33 FOR 3.0 MILES TO THE AZIMUTH MARK
 KE1411'ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 33 FOR 0.25
 KE1411'MILE TO CROSSROADS.  TURN RIGHT AND GO WEST ON GRADED ROAD
 KE1411'FOR 0.5 MILE TO WHERE MAIN ROAD TURNS SOUTH.  TURN LEFT
 KE1411'AND GO SOUTH ON GRADED ROAD FOR 0.25 MILE TO WHERE MAIN
 KE1411'ROAD TURNS WEST AND A SMALL CEMETERY AND THE STATION ON THE
 KE1411'LEFT AS DESCRIBED.
 KE1411'
 KE1411'REFERENCE MARK NO. 3 IS 41.36 FEET NORTH OF THE STATION,
 KE1411'35 FEET SOUTH OF THE NORTHWEST CORNER OF CEMETERY, 3 FEET
 KE1411'SOUTH OF SOUTH GATE POST ON WEST SIDE OF CEMETERY, 26 FEET
 KE1411'EAST OF THE PROJECTED CENTERLINE OF NORTH-SOUTH ROAD, AND
 KE1411'1 FOOT WEST OF THE WEST SIDE OF CEMETERY FENCE.  THE MARK
 KE1411'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 KE1411'STAMPED KEARNEY 2 NO 3 1959.
 KE1411'
 KE1411'REFERENCE MARK NO. 4 IS 74.02 FEET WEST-NORTHWEST OF THE
 KE1411'STATION, 43 FEET NORTHEAST OF A FENCE CORNER, 35 FEET SOUTHWEST
 KE1411'OF A FENCE CORNER, 26 FEET NORTHWEST OF THE CENTER OF CURVE
 KE1411'IN ROAD, AND 1 FOOT SOUTHEAST OF FENCE.  THE MARK PROJECTS
 KE1411'2 INCHES AND THE DISK IS STAMPED KEARNEY 2 NO 4 1959.
 KE1411'
 KE1411'AZIMUTH MARK (1949) IS 0.7 MILE NORTHEAST OF THE STATION,
 KE1411'38 FEET WEST OF THE CENTER OF STATE HIGHWAY 33, 22 FEET
 KE1411'NORTH OF A TELEPHONE POLE, 5 FEET SOUTH OF A 12-INCH FENCE
 KE1411'POST, 1.5 FEET SOUTH OF A NEW WITNESS SIGNPOST, AND 1 FOOT
 KE1411'EAST OF HIGHWAY RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2
 KE1411'INCHES AND THE DISK IS STAMPED KEARNEY 1949.
 KE1411'
 KE1411'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KE1411
 KE1411                          STATION RECOVERY (2002)
 KE1411
 KE1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1411'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1411
 KE1411                          STATION RECOVERY (2002)
 KE1411
 KE1411'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 KE1411'AZIMUTH MARK NOT RECOVERED
 KE1411
 KE1411                          STATION RECOVERY (2006)
 KE1411
 KE1411'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1411'THE STATION DISK, REFERENCE MARK 3 AND 4 FOUND IN GOOD CONDITION.
 KE1411'STATION DISK IS 6 INCHES BELOW GROUND, REFERENCE MARK 3 IS 3 INCHES
 KE1411'BELOW GROUND, AND REFERENCE MARK 4 IS FLUSH WITH THE GROUND. THE
 KE1411'AZIMUTH MARK WAS NOT SEARCHED FOR THIS DATE.
 KE1411' 
 KE1411'TO REACH THE STATION FROM THE INTERSECTION OF MO HWY 92 AND MO HWY 33
 KE1411'IN KEARNEY GO SOUTH ON HWY 33 2.8 MILES, TURN RIGHT AND GO WEST ON NE
 KE1411'130TH STREET 0.5 MILES, TURN LEFT AND GO SOUTH ON MASSEY ROAD 0.25
 KE1411'MILES TO THE INTERSECTION WITH NE 128TH STREET AND THE STATION ON THE
 KE1411'LEFT.
 KE1411' 
 KE1411' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1252 ***********************************************************************
 KD1252  DESIGNATION -  KEITH
 KD1252  PID         -  KD1252
 KD1252  STATE/COUNTY-  MO/LAFAYETTE
 KD1252  USGS QUAD   -  DOVER (1978)
 KD1252
 KD1252                         *CURRENT SURVEY CONTROL
 KD1252  ___________________________________________________________________
 KD1252* NAD 83(1997)-  39 13 41.29867(N)    093 40 02.40823(W)     ADJUSTED  
 KD1252* NAVD 88     -       265.     (meters)     869.     (feet)  VERTCON   
 KD1252  ___________________________________________________________________
 KD1252  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 KD1252  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1252
 KD1252  HORZ ORDER  -  SECOND
 KD1252
 KD1252.The horizontal coordinates were established by classical geodetic methods
 KD1252.and adjusted by the National Geodetic Survey in February 2000..
 KD1252
 KD1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1252
 KD1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1252
 KD1252.The geoid height was determined by GEOID03.
 KD1252
 KD1252;                    North         East     Units Scale Factor Converg.
 KD1252;SPC MO W     -   340,105.699   921,894.797   MT  1.00000480   +0 31 35.8
 KD1252;UTM  15      - 4,342,305.997   442,400.002   MT  0.99964085   -0 25 19.3
 KD1252
 KD1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1252!SPC MO W     -   0.99996353  x   1.00000480  =   0.99996833
 KD1252!UTM  15      -   0.99996353  x   0.99964085  =   0.99960440
 KD1252
 KD1252:                Primary Azimuth Mark                     Grid Az
 KD1252:SPC MO W     -  CARROLLTON MUNICIPAL TANK                045 03 29.0
 KD1252:UTM  15      -  CARROLLTON MUNICIPAL TANK                046 00 24.1
 KD1252
 KD1252|---------------------------------------------------------------------|
 KD1252| PID    Reference Object                     Distance      Geod. Az  |
 KD1252|                                                           dddmmss.s |
 KD1252| KD1218 CARROLLTON MUNICIPAL TANK           APPROX.20.5 KM 0453504.8 |
 KD1252| KD1231 NORBORNE MUNICIPAL TANK             APPROX. 8.4 KM 3545021.8 |
 KD1252|---------------------------------------------------------------------|
 KD1252
 KD1252                          SUPERSEDED SURVEY CONTROL
 KD1252
 KD1252  NAD 83(1997)-  39 13 41.30031(N)    093 40 02.41062(W) AD(       ) 2
 KD1252  NAD 83(1986)-  39 13 41.30452(N)    093 40 02.40855(W) AD(       ) 2
 KD1252  NAD 27      -  39 13 41.24059(N)    093 40 01.63222(W) AD(       ) 2
 KD1252  NGVD 29 (07/19/86)  265.     (m)          869.     (f) VERT ANG       
 KD1252
 KD1252.Superseded values are not recommended for survey control.
 KD1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1252.See file dsdata.txt to determine how the superseded data were derived.
 KD1252
 KD1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4240042306(NAD 83)
 KD1252_MARKER: DD = SURVEY DISK
 KD1252_SETTING: 0 = UNSPECIFIED SETTING
 KD1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1252
 KD1252  HISTORY     - Date     Condition        Report By
 KD1252  HISTORY     - 1975     MONUMENTED       USE
 KD1252
 KD1252                          STATION DESCRIPTION
 KD1252
 KD1252'DESCRIBED BY US ENGINEERS 1975
 KD1252'LAFAYETTE CO., MO., T-51-N, R-25-W, ABOUT 1700 FT E. AND 1200
 KD1252'FT N. OF THE SW. CORNER OF SECTION 9, ON PROPERTY OWNED BY
 KD1252'MR. SHERMAN KEITH.  THE STATION IS LOCATED ON SECOND HIGHEST
 KD1252'POINT OF HILL OVERLOOKING MOBERLY BEND AT MILE 299 ON THE MISSOURI
 KD1252'RIVER.  A C OF E DISC STAMPED KEITH-1975 AND SET IN THE TOP OF
 KD1252'A CONCRETE POST FLUSH WITH THE GROUND.  MR. KEITH GAVE VERBAL
 KD1252'PERMISSION TO SET THIS STATION.  NOTE--IF GROUND IS MUDDY, KEEP
 KD1252'VEHICLES OUT.
 KD1252'
 KD1252'TO REACH--FROM THE INTERSECTION OF HIGHWAY 24 AND STATE ROAD
 KD1252'P IN DOVER, MO., GO NORTH ON STATE ROAD P, 0.7 MILE TO GRAVEL
 KD1252'ROAD RIGHT.  TURN RIGHT ON GRAVEL ROAD AND GO 0.37 MILE TO GRAVEL
 KD1252'ROAD RIGHT.  TURN RIGHT AND GO 2.2 MILES TO GATE IN ELECTRIC
 KD1252'FENCE.  GO THROUGH GATE AND GO 0.25 MILES AND THE STATION
 KD1252'LOCATION.
 KD1252'
 KD1252'REFERENCES--1.28 FT N. TO STEEL POST AND SIGN.
 KD1252'
 KD1252'1.29 FT S. TO STEEL POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0470 ***********************************************************************
 LE0470  DESIGNATION -  KELLER RESET
 LE0470  PID         -  LE0470
 LE0470  STATE/COUNTY-  MO/ADAIR
 LE0470  USGS QUAD   -  BRASHEAR (1966)
 LE0470
 LE0470                         *CURRENT SURVEY CONTROL
 LE0470  ___________________________________________________________________
 LE0470* NAD 83(1997)-  40 14 26.60684(N)    092 25 32.26091(W)     ADJUSTED  
 LE0470* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 LE0470  ___________________________________________________________________
 LE0470  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LE0470  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LE0470
 LE0470  HORZ ORDER  -  FIRST
 LE0470
 LE0470.The horizontal coordinates were established by classical geodetic methods
 LE0470.and adjusted by the National Geodetic Survey in February 2000..
 LE0470
 LE0470.The orthometric height was scaled from a topographic map.
 LE0470
 LE0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0470
 LE0470.The geoid height was determined by GEOID03.
 LE0470
 LE0470;                    North         East     Units Scale Factor Converg.
 LE0470;SPC MO C     -   489,178.580   506,328.130   MT  0.99993383   +0 02 53.0
 LE0470;UTM  15      - 4,454,633.995   548,855.758   MT  0.99962938   +0 22 15.8
 LE0470
 LE0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0470!SPC MO C     -   0.99995959  x   0.99993383  =   0.99989342
 LE0470!UTM  15      -   0.99995959  x   0.99962938  =   0.99958899
 LE0470
 LE0470:                Primary Azimuth Mark                     Grid Az
 LE0470:SPC MO C     -  KELLER AZ MK                             187 44 38.0
 LE0470:UTM  15      -  KELLER AZ MK                             187 25 15.2
 LE0470
 LE0470|---------------------------------------------------------------------|
 LE0470| PID    Reference Object                     Distance      Geod. Az  |
 LE0470|                                                           dddmmss.s |
 LE0470| CL9634 KELLER AZ MK                                       1874731.0 |
 LE0470| LE0467 LA PLATA MUNICIPAL TANK             APPROX.24.7 KM 1924500.8 |
 LE0470| LE0466 LA PLATA STANOLIND PLINE CO TK      APPROX.23.7 KM 1940657.2 |
 LE0470| CL9639 KELLER RM 5                          54.840 METERS 24507     |
 LE0470| CL9635 KELLER RM 1                          72.479 METERS 24552     |
 LE0470| LE0480 KIRKSVILLE NE MO STC STACK          APPROX.14.5 KM 2455623.9 |
 LE0470| LE0483 KIRKSVILLE MUNICIPAL TANK           APPROX.14.3 KM 2514738.0 |
 LE0470| CL9636 KELLER RM 2                          72.917 METERS 30938     |
 LE0470| CL9640 KELLER RM 6                          70.930 METERS 31408     |
 LE0470| LE0472 KELLER AZ MK 2                      426.673 METERS 3531356.2 |
 LE0470|---------------------------------------------------------------------|
 LE0470
 LE0470                          SUPERSEDED SURVEY CONTROL
 LE0470
 LE0470  NAD 83(1997)-  40 14 26.60770(N)    092 25 32.26615(W) AD(       ) 1
 LE0470  NAD 83(1986)-  40 14 26.61104(N)    092 25 32.27300(W) AD(       ) 1
 LE0470  NAD 27      -  40 14 26.48880(N)    092 25 31.58050(W) AD(       ) 1
 LE0470
 LE0470.Superseded values are not recommended for survey control.
 LE0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0470.See file dsdata.txt to determine how the superseded data were derived.
 LE0470
 LE0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE4885654634(NAD 83)
 LE0470_MARKER: DS = TRIANGULATION STATION DISK
 LE0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0470_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 LE0470
 LE0470  HISTORY     - Date     Condition        Report By
 LE0470  HISTORY     - 1934     MONUMENTED       CGS
 LE0470  HISTORY     - 1964     GOOD             USGS
 LE0470  HISTORY     - 1967     GOOD             CGS
 LE0470  HISTORY     - 1979     GOOD             NGS
 LE0470
 LE0470                          STATION DESCRIPTION
 LE0470
 LE0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0470'THIS STATION IS ABOUT 9 MILES NE OF KIRKSVILLE, ABOUT 9 MILES NW OF
 LE0470'HURDLAND, ABOUT 7 MILES N OF BRASHEAR, IN THE NE 1/4 SEC. 26, T 63
 LE0470'N, R 14 W, ON LAND OWNED AND OCCUPIED BY H.E. AND H.M. KELLER.  THE
 LE0470'MARK IS SET 1-FOOT S OF E-W FENCE LINE ON THE N EDGE OF A CULTIVATED
 LE0470'FIELD.  IT IS 260 FEET ENE OF THE NE CORNER OF THE HAZEL GREEN
 LE0470'HOLINESS CHURCH, 201 FEET E OF THE CENTER OF INTERSECTION OF
 LE0470'N-S ROAD AND A SIDE ROAD LEADING W.  MARK PROJECTS 5 INCHES.
 LE0470'
 LE0470'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 LE0470'SET IN THE TOPS OF CONCRETE CYLINDERS.
 LE0470'
 LE0470'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LE0470'
 LE0470'REFERENCE MARK NO.1 IS SW OF THE STATION ON THE W EDGE OF THE
 LE0470'RIGHT-OF-WAY OF N-S ROAD, ABOUT 120 FEET S OF CENTER OF
 LE0470'INTERSECTION, 20 FEET W OF THE CENTER OF ROAD, AND PROJECTS
 LE0470'7 INCHES.
 LE0470'
 LE0470'REFERENCE MARK NO.2 IS NW OF THE STATION ON THE W EDGE OF PASTURE,
 LE0470'ABOUT 100 FEET NE OF THE CHURCH, 1-FOOT E OF FENCE LINE,
 LE0470'18 FEET E OF THE CENTER LINE OF ROAD, AND PROJECTS 6 INCHES.
 LE0470'
 LE0470'AZIMUTH MARK IS S OF THE STATION IN THE NE CORNER OF INTERSECTION
 LE0470'OF ROUTE 11 AND N-S ROAD.  IT IS 1-FOOT S OF FENCE LINE, 48 FEET
 LE0470'NNE OF THE CENTER OF THE INTERSECTION, 19 FEET E OF THE CENTER LINE
 LE0470'OF N-S ROAD, 41 FEET N OF THE CENTER LINE OF ROUTE 11, 6 FEET SE
 LE0470'OF CORNER POST AND PROJECTS 9 INCHES.
 LE0470'
 LE0470'TO REACH FROM KIRKSVILLE GO E ON ROUTE 11 FROM U.S. HIGHWAY
 LE0470'63 FOR 10.3 MILES TO CROSSROADS.  HERE TURN N AND GO 0.25 MILE TO
 LE0470'SIDE ROAD LEADING W AT A SMALL CHURCH.  STATION IS 200 FEET E OF
 LE0470'THIS POINT.
 LE0470'
 LE0470'LIGHTS 87 FEET ABOVE STATIONS HURDLAND, NICHOLS, CRAWFORD,
 LE0470'LACKEY, JONES AND MYERS ARE VISIBLE FROM THE GROUND AT THIS STATION.
 LE0470
 LE0470                          STATION RECOVERY (1964)
 LE0470
 LE0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LE0470'STATION MARK IS NOW IN CULTIVATED FIELD AND HAS BEEN STRUCK
 LE0470'BY PLOWS, BUT APPEARS UNDISTURBED.  THE MARK IS 260 FT. E-SE OF THE
 LE0470'SE CORNER OF A CHURCH AND 181 FT. E-NE OF A TRANSFORMER
 LE0470'POLE.  RM 1 AND 2 AND THE AZ. MK. WERE ALL FOUND LYING ALONG THE
 LE0470'ROAD - DESTROYED.
 LE0470
 LE0470                          STATION RECOVERY (1967)
 LE0470
 LE0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0470'THE STATION MARK WAS RECOVERED AND NOW THE MARK IS IN A
 LE0470'CULTIVATED FIELD, THE MARK HAS BEEN RUN OVER BY FARM MACHINERY
 LE0470'BUT APPEARED IN GOOD CONDITION.  REFERENCE MARK NO. 1, REFERENCE
 LE0470'MARK NO. 2, AND THE AZIMUTH MARK WERE FOUND DESTROYED.  NO OBJECTS
 LE0470'WERE VISIBLE AT THE STATION SITE SO A NEW AZIMUTH MARK COULD NOT
 LE0470'BE SET.
 LE0470'
 LE0470'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 LE0470'
 LE0470'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63
 LE0470'AND STATE HIGHWAY 11 IN THE EAST EDGE OF KIRKSVILLE, GO EAST,
 LE0470'NORTH, AND EAST ON STATE HIGHWAY 11 FOR 9.8 MILES TO A SIDE ROAD ON
 LE0470'THE LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.25 MILE
 LE0470'TO A STUCCO CHURCH ON THE LEFT AND THE STATION IN A CULTIVATED
 LE0470'FIELD ON THE RIGHT.
 LE0470'
 LE0470'STATION MARK, A STANDARD DISK STAMPED KELLER 1934, IS SET IN THE
 LE0470'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 260
 LE0470'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE STUCCO
 LE0470'CHURCH, 200 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 181
 LE0470'FEET EAST-NORTHEAST OF A POWERLINE POLE WITH A TRANSFORMER, AND
 LE0470'167 FEET EAST OF THE RIGHT-OF-WAY FENCE.  THE UNDERGROUND MARK
 LE0470'WAS NOT INSPECTED.
 LE0470'
 LE0470'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KELLER 1934 NO. 3 1967,
 LE0470'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 LE0470'IT IS 32 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 2 FEET
 LE0470'NORTHWEST OF THE POWERLINE POLE WITH THE TRANSFORMER, 1 FOOT NORTH
 LE0470'OF A METAL WITNESS POST, AND 1 FOOT WEST OF A FENCE.
 LE0470'
 LE0470'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED KELLER 1934 NO. 4
 LE0470'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 8
 LE0470'INCHES.  IT IS 32 FEET EAST OF THE CENTER OF THE ROAD, AND 1 FOOT
 LE0470'WEST OF THE FENCE.
 LE0470'
 LE0470'NOTE, AT THE TIME THE STATION WAS REPAIRED THE CULTIVATED
 LE0470'FIELD WAS SOFT AND COULD NOT DRIVE TRUCK TO STATION SO THE STATION
 LE0470'MARK COULD NOT BE LOWERED.
 LE0470'
 LE0470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9 MILES
 LE0470'NORTHEAST OF KIRKSVILLE.
 LE0470
 LE0470                          STATION RECOVERY (1979)
 LE0470
 LE0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LE0470'SURFACE AND UNDERGROUND MARKS WERE RECOVERED IN GOOD
 LE0470'CONDITION.  REFERENCE MARKS 3 AND 4 WERE FOUND DESTROYED.  REFERENCE
 LE0470'MARKS 5, 6 AND AN AZIMUTH MARK WERE ESTABLISHED.  THE SURFACE MARK WAS
 LE0470'LOWERED BELOW PLOW DEPTH AT THE REQUEST OF THE PROPERTY OWNER.  A
 LE0470'COMPLETE NEW DESCRIPTION FOLLOWS.
 LE0470'
 LE0470'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF KIRKSVILLE, 7
 LE0470'MILES NORTH OF BRASHEAR, 1/4 MILE NORTH OF STATE HIGHWAY 11 AND IN THE
 LE0470'NE 1/4 OF SEC 26, T63N, R14W ON PROPERTY OWNED BY MR. FRED WINKLEMAN
 LE0470'OF BRASHEAR, MISSOURI.  TELEPHONE 816-323 5641.
 LE0470'
 LE0470'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND STATE
 LE0470'HIGHWAYS 6 AND 11 IN KIRKSVILLE, GO EAST, NORTH AND EAST ON HIGHWAY
 LE0470'11 FOR 9.7 MILES TO A CROSSROAD AND MR. WINKLEMANS HOME IN THE
 LE0470'NORTHEAST ANGLE OF THE INTERSECTION.  TURN LEFT AND GO NORTH ON A
 LE0470'GRAVELED ROAD FOR 0.25 MILE TO THE HAZEL GREEN CHURCH OF GOD ON THE
 LE0470'LEFT AND THE STATION ON THE RIGHT IN A CULTIVATED FIELD.
 LE0470'
 LE0470'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 LE0470'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 LE0470'
 LE0470'STATION MARKS ARE STANDARD DISKS.  THE SUB-SURFACE MARK IS
 LE0470'STAMPED---KELLER 1934 1979--- AND IS SET IN AN IRREGULAR MASS OF
 LE0470'CONCRETE 18 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 LE0470'STAMPED---KELLER 1934--- AND IS SET IN AN IRREGULAR MASS OF CONCRETE
 LE0470'40 INCHES BELOW THE GROUND SURFACE.  THE MARKS ARE 260 FEET
 LE0470'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 200
 LE0470'FEET EAST OF THE CENTERLINE OF THE ROAD AND 181 FEET EAST-NORTHEAST
 LE0470'OF A POWERLINE POLE WITH A TRANSFORMER.
 LE0470'
 LE0470'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---KELLER 1934 NO 5
 LE0470'1979--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 LE0470'INCHES ABOVE THE GROUND.  IT IS 153.2 FEET SOUTH-SOUTHEAST OF THE
 LE0470'SOUTHEAST CORNER OF THE CHURCH BUILDING, 34.0 FEET EAST OF THE
 LE0470'CENTERLINE OF THE ROAD, 1.5 FEET SOUTH-SOUTHEAST OF THE POWERLINE POLE
 LE0470'WITH THE TRANSFORMER AND 2.5 FEET SOUTHEAST OF A WITNESS POST.
 LE0470'
 LE0470'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED---KELLER 1934 NO 5
 LE0470'1979--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 LE0470'INCHES ABOVE THE GROUND.  IT IS 139.5 FEET SOUTH OF A POWERLINE POLE,
 LE0470'122.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH BUILDING,
 LE0470'32.0 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1.8 FEET SOUTH OF A
 LE0470'WITNESS POST.
 LE0470'
 LE0470'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---KELLER 1934 1979---
 LE0470'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 LE0470'THE GROUND.  IT IS 31.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.0
 LE0470'FEET SOUTHWEST OF A POWERLINE POLE AND 1.5 FEET NORTH OF A WITNESS
 LE0470'POST.
 LE0470'
 LE0470'MAGNETIC MATERIAL WAS PLACED AT THE UNDERGROUND MARK AND IN THE
 LE0470'SUB-SURFACE MARK AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1468 ***********************************************************************
 JC1468  DESIGNATION -  KELLETER
 JC1468  PID         -  JC1468
 JC1468  STATE/COUNTY-  MO/WASHINGTON
 JC1468  USGS QUAD   -  MERAMEC STATE PARK (1980)
 JC1468
 JC1468                         *CURRENT SURVEY CONTROL
 JC1468  ___________________________________________________________________
 JC1468* NAD 83(1997)-  38 10 49.92761(N)    091 02 12.80254(W)     ADJUSTED  
 JC1468* NAVD 88     -       289.12   (+/-2cm)     948.6    (feet)  VERTCON   
 JC1468  ___________________________________________________________________
 JC1468  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 JC1468  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JC1468
 JC1468  HORZ ORDER  -  SECOND
 JC1468  VERT ORDER  -  THIRD ? (See Below)
 JC1468
 JC1468.The horizontal coordinates were established by classical geodetic methods
 JC1468.and adjusted by the National Geodetic Survey in February 2000..
 JC1468
 JC1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1468.The vertical order pertains to the NGVD 29 superseded value.
 JC1468
 JC1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1468
 JC1468.The geoid height was determined by GEOID03.
 JC1468
 JC1468;                    North         East     Units Scale Factor Converg.
 JC1468;SPC MO E     -   260,606.229   202,962.477   MT  0.99996057   -0 19 54.8
 JC1468;UTM  15      - 4,227,667.295   671,940.471   MT  0.99996411   +1 12 49.6
 JC1468
 JC1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1468!SPC MO E     -   0.99995938  x   0.99996057  =   0.99991995
 JC1468!UTM  15      -   0.99995938  x   0.99996411  =   0.99992349
 JC1468
 JC1468|---------------------------------------------------------------------|
 JC1468| PID    Reference Object                     Distance      Geod. Az  |
 JC1468|                                                           dddmmss.s |
 JC1468| JC1467 KELLETER LOOKOUT TOWER               20.790 METERS 10838     |
 JC1468| CN6495 KELLETER RM 1                        20.171 METERS 15923     |
 JC1468| CN6496 KELLETER RM 2                        26.025 METERS 24508     |
 JC1468| JC1479 SULLIVAN RAMSEY CORP TANK           APPROX.11.8 KM 2832832.5 |
 JC1468| JC1481 SULLIVAN MUNICIPAL TANK             APPROX.11.1 KM 2860412.0 |
 JC1468| JC1475 SULLIVAN INTL SHOE CO TANK          APPROX.11.3 KM 2870806.5 |
 JC1468| JC1480 SULLIVAN ST ANTHONYS CATH CH        APPROX.11.5 KM 2890758.1 |
 JC1468| JC1473 SULLIVAN UNION ELEC MICROWAVE       APPROX.11.3 KM 2962832.7 |
 JC1468| CN6494 KELLETER AZ MK                                     3560011.6 |
 JC1468|---------------------------------------------------------------------|
 JC1468
 JC1468                          SUPERSEDED SURVEY CONTROL
 JC1468
 JC1468  NAD 83(1997)-  38 10 49.93305(N)    091 02 12.80161(W) AD(       ) 2
 JC1468  NAD 83(1986)-  38 10 49.94151(N)    091 02 12.80001(W) AD(       ) 2
 JC1468  NAD 27      -  38 10 49.76300(N)    091 02 12.29600(W) AD(       ) 2
 JC1468  NGVD 29 (07/19/86)  289.15   (m)          948.7    (f) LEVELING    3  
 JC1468
 JC1468.Superseded values are not recommended for survey control.
 JC1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1468.See file dsdata.txt to determine how the superseded data were derived.
 JC1468
 JC1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7194027667(NAD 83)
 JC1468_MARKER: DS = TRIANGULATION STATION DISK
 JC1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1468
 JC1468  HISTORY     - Date     Condition        Report By
 JC1468  HISTORY     - 1956     MONUMENTED       CGS
 JC1468
 JC1468                          STATION DESCRIPTION
 JC1468
 JC1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1468'THE STATION IS LOCATED AIRLINE, ABOUT 7 MILES EAST-SOUTHEAST OF
 JC1468'SULLIVAN, ABOUT 11 MILES WEST-NORTHWEST OF RICHWOODS AND ABOUT
 JC1468'1-1/2 MILES SOUTH OF THE FRANKLIN-WASHINGTON COUNTY LINE NEAR THE
 JC1468'KELLETER LOOKOUT TOWER.
 JC1468'
 JC1468'THE STATION IS A STANDARD DISK STAMPED KELLETER 1956 SET IN TOP
 JC1468'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 JC1468'INCHES ABOVE THE GROUND.  IT IS ABOUT 110 FEET EAST OF THE EAST
 JC1468'SIDE OF THE TOWERMANS LIVING QUARTERS AND 45 FEET SOUTH OF THE
 JC1468'CENTER LINE OF THE DRIVEWAY.
 JC1468'
 JC1468'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KELLETER NO
 JC1468'1 1956 SET IN A DRILL HOLE IN ABOUT AN 18-BY-18-INCH CONCRETE
 JC1468'BLOCK AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT
 JC1468'THE SAME ELEVATION AS THE STATION.  THE CONCRETE BLOCK ACTS AS
 JC1468'A SUPPORT FOR THE SOUTHWEST GUY-LINE TO THE LOOKOUT TOWER.
 JC1468'
 JC1468'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KELLETER NO
 JC1468'2 1956 SET IN A DRILL HOLE IN A CONCRETE APRON WHICH LEADS INTO
 JC1468'THE GARAGE.  IT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND
 JC1468'IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 3 FEET
 JC1468'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE GARAGE.
 JC1468'
 JC1468'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KELLETER 1956 SET
 JC1468'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JC1468'2 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST OF A NORTH-SOUTH
 JC1468'FENCE LINE, 4 FEET SOUTH OF A POWER LINE POLE AND 15 FEET EAST
 JC1468'OF THE CENTER LINE OF A DIRT ROAD.
 JC1468'
 JC1468'THE KELLETER LOOKOUT TOWER IS AN 8-FOOT SQUARE WOODEN BUILDING
 JC1468'SET ON TOP OF A WOOD CONSTRUCTED TOWER WHICH HAS A 16-FOOT
 JC1468'SQUARE BASE AND THE OVERALL HEIGHT IS ABOUT 75 FEET.  THE CENTER
 JC1468'OF THE TOWER WAS THE POINT OF INTERSECTION.
 JC1468'
 JC1468'TO REACH THE STATION FROM THE POST OFFICE IN RICHWOODS, GO
 JC1468'WESTERLY ON COUNTY ROAD H FOR 3.7 MILES, TURN RIGHT AT THE
 JC1468'T-ROAD AND FOLLOW THE MAIN TRAVELED ROAD WESTERLY FOR 7.3
 JC1468'MILES, TURN LEFT AT THE T-ROAD AND CONTINUE WESTERLY FOR 3.4
 JC1468'MILES, TURN LEFT AT THE T-ROAD AND GO SOUTH ON A NARROW DIRT
 JC1468'ROAD FOR 0.3 MILE TO A POWER LINE POLE ON THE LEFT, EAST SIDE
 JC1468'AND THE AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD, SOUTH ON THE
 JC1468'DIRT ROAD FOR 0.2 MILE, KEEP STRAIGHT AHEAD AT THE REVERSE
 JC1468'Y-FORK AND CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.45 MILE,
 JC1468'TURN LEFT ONTO A SIDE ROAD WHICH IS THE DRIVEWAY TO THE LOOKOUT
 JC1468'TOWER, GO SOUTHEASTERLY ON THE DRIVEWAY FOR 0.15 MILE TO THE
 JC1468'LOOKOUT TOWER AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1467 ***********************************************************************
 JC1467  DESIGNATION -  KELLETER LOOKOUT TOWER
 JC1467  PID         -  JC1467
 JC1467  STATE/COUNTY-  MO/WASHINGTON
 JC1467  USGS QUAD   -  MERAMEC STATE PARK (1980)
 JC1467
 JC1467                         *CURRENT SURVEY CONTROL
 JC1467  ___________________________________________________________________
 JC1467* NAD 83(1997)-  38 10 49.71223(N)    091 02 11.99306(W)     ADJUSTED  
 JC1467* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 JC1467  ___________________________________________________________________
 JC1467  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 JC1467  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 JC1467
 JC1467  HORZ ORDER  -  THIRD
 JC1467
 JC1467.The horizontal coordinates were established by classical geodetic methods
 JC1467.and adjusted by the National Geodetic Survey in February 2000..
 JC1467
 JC1467.The orthometric height was scaled from a topographic map.
 JC1467
 JC1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1467
 JC1467.The geoid height was determined by GEOID03.
 JC1467
 JC1467;                    North         East     Units Scale Factor Converg.
 JC1467;SPC MO E     -   260,599.475   202,982.139   MT  0.99996055   -0 19 54.3
 JC1467;UTM  15      - 4,227,661.073   671,960.307   MT  0.99996419   +1 12 50.1
 JC1467
 JC1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1467!SPC MO E     -   0.99995940  x   0.99996055  =   0.99991995
 JC1467!UTM  15      -   0.99995940  x   0.99996419  =   0.99992359
 JC1467
 JC1467                          SUPERSEDED SURVEY CONTROL
 JC1467
 JC1467  NAD 83(1997)-  38 10 49.71767(N)    091 02 11.99214(W) AD(       ) 4
 JC1467  NAD 83(1986)-  38 10 49.72614(N)    091 02 11.99054(W) AD(       ) 4
 JC1467  NAD 27      -  38 10 49.55000(N)    091 02 11.49000(W) AD(       ) 3
 JC1467
 JC1467.Superseded values are not recommended for survey control.
 JC1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1467.See file dsdata.txt to determine how the superseded data were derived.
 JC1467
 JC1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7196027661(NAD 83)
 JC1467_MARKER: 57 = LOOKOUT TOWER
 JC1467
 JC1467  HISTORY     - Date     Condition        Report By
 JC1467  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1467
 JC1467                          STATION DESCRIPTION
 JC1467
 JC1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1467'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE WEST NORTHWEST
 JC1467'OF RICHWOODS, 7 MILES AIRLINE EAST SOUTHEAST OF SULLIVAN, AND
 JC1467'1-1/2 MILES SOUTH OF THE FRANKLIN-WASHINGTON COUNTY LINE.
 JC1467'
 JC1467'THE TOWER IS A FOUR LEGGED WOODEN STRUCTURE WITH AN 8 FOOT
 JC1467'SQUARE HOUSE ON TOP.  IT IS ABOUT 75 FEET HIGH.  IT IS 68.208
 JC1467'FEET, 20.790 METERS SOUTHEAST OF TRIANGULATION STATION KELLETER.
 JC1467'THE CENTER OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1149 ***********************************************************************
 HD1149  DESIGNATION -  KELLY
 HD1149  PID         -  HD1149
 HD1149  STATE/COUNTY-  MO/WRIGHT
 HD1149  USGS QUAD   -  DUNCAN (1985)
 HD1149
 HD1149                         *CURRENT SURVEY CONTROL
 HD1149  ___________________________________________________________________
 HD1149* NAD 83(1997)-  37 18 49.17259(N)    092 38 00.36342(W)     ADJUSTED  
 HD1149* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 HD1149  ___________________________________________________________________
 HD1149  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 HD1149  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HD1149
 HD1149  HORZ ORDER  -  FIRST
 HD1149
 HD1149.The horizontal coordinates were established by classical geodetic methods
 HD1149.and adjusted by the National Geodetic Survey in February 2000..
 HD1149
 HD1149.The orthometric height was scaled from a topographic map.
 HD1149
 HD1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1149
 HD1149.The geoid height was determined by GEOID03.
 HD1149
 HD1149;                    North         East     Units Scale Factor Converg.
 HD1149;SPC MO C     -   164,268.676   488,172.542   MT  0.99993506   -0 04 51.2
 HD1149;UTM  15      - 4,129,731.496   532,481.174   MT  0.99961300   +0 13 19.9
 HD1149
 HD1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1149!SPC MO C     -   0.99992655  x   0.99993506  =   0.99986161
 HD1149!UTM  15      -   0.99992655  x   0.99961300  =   0.99953958
 HD1149
 HD1149|---------------------------------------------------------------------|
 HD1149| PID    Reference Object                     Distance      Geod. Az  |
 HD1149|                                                           dddmmss.s |
 HD1149| CN6498 KELLY RM 1                           36.278 METERS 06430     |
 HD1149| CN6499 KELLY RM 2                           65.357 METERS 14718     |
 HD1149| CN6497 KELLY AZ MK                                        2414832.0 |
 HD1149| HD1178 MARSHFIELD                          APPROX.22.8 KM 2745549.8 |
 HD1149| HD1179 MARSHFIELD WATER TOWER              APPROX.24.0 KM 2754102.5 |
 HD1149| HD1176 AMARILLO ST LOUIS AWY BCN 53        APPROX.24.6 KM 3131733.7 |
 HD1149|---------------------------------------------------------------------|
 HD1149
 HD1149                          SUPERSEDED SURVEY CONTROL
 HD1149
 HD1149  NAD 83(1986)-  37 18 49.18276(N)    092 38 00.36336(W) AD(       ) 1
 HD1149  NAD 27      -  37 18 49.00300(N)    092 37 59.75200(W) AD(       ) 1
 HD1149
 HD1149.Superseded values are not recommended for survey control.
 HD1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1149.See file dsdata.txt to determine how the superseded data were derived.
 HD1149
 HD1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB3248129731(NAD 83)
 HD1149_MARKER: DS = TRIANGULATION STATION DISK
 HD1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1149
 HD1149  HISTORY     - Date     Condition        Report By
 HD1149  HISTORY     - 1939     MONUMENTED       CGS
 HD1149  HISTORY     - 1956     MARK NOT FOUND   USGS
 HD1149  HISTORY     - 1978     GOOD             NGS
 HD1149
 HD1149                          STATION DESCRIPTION
 HD1149
 HD1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1149'THE STATION IS LOCATED ON A HIGH FLAT TIMBERED RIDGE WITH A
 HD1149'CLEARING ON THE TOP, IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4
 HD1149'OF SECTION 16, T 30 N, R 16 W, 50.9 METERS, 167 FEET, NORTH OF
 HD1149'THE CENTERLINE OF A WOODS ROAD.  THE MARK IS SET
 HD1149'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED KELLY 1939.
 HD1149'
 HD1149'TO REACH THE STATION FROM THE POST OFFICE IN GROVESPRING, GO
 HD1149'EAST FOR 0.4 MILE TO MISSOURI HIGHWAY NO. 5, TURN RIGHT (SOUTH)
 HD1149'FOR 5.5 MILES TO AN OBLIQUE CROSS ROADS, TURN RIGHT AND GO 0.85
 HD1149'MILE TO A T-ROAD, TURN RIGHT AND GO 2.0 MILES TO A CROSS ROADS,
 HD1149'CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO A SHARP TURN TO THE LEFT,
 HD1149'TURN LEFT AND GO 0.5 MILE TO A BOARD GATE TO THE LEFT (JUST
 HD1149'BEFORE REACHING A T-ROAD), TURN LEFT PASSING THROUGH THE GATE AND
 HD1149'FOLLOW THE FARM ROAD UP THE HILL FOR 0.1 MILE TO THE STATION IN
 HD1149'THE CENTER OF THE CLEARING.
 HD1149'
 HD1149'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTHWEST OF THE
 HD1149'STATION AND APPROXIMATELY 100 YARDS WEST OF A FARM HOUSE.  THE
 HD1149'MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 HD1149'KELLY 1939.
 HD1149'
 HD1149'REFERENCE MARK NO. 1 IS 36.560 METERS, 119.95 FEET, NORTHEAST OF
 HD1149'THE STATION, AT THE NORTH EDGE OF THE CLEARING.  THE MARK
 HD1149'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED KELLY NO 1
 HD1149'1939.
 HD1149'
 HD1149'REFERENCE MARK NO. 2 IS 65.375 METERS, 214.49 FEET,
 HD1149'SOUTH-SOUTHEAST OF THE STATION, AND 1.8 METERS, 6 FEET, SOUTH OF
 HD1149'THE CENTERLINE OF THE WOODS ROAD.  THE MARK PROJECTS 4
 HD1149'INCHES ABOVE THE GROUND AND IS STAMPED KELLY NO 2 1939.
 HD1149'
 HD1149'ALL MARKS ARE WITNESSED BY 4 BY 4 IN WOODEN POSTS THAT ARE PAINTED
 HD1149'WHITE AND PROJECTS APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 HD1149'
 HD1149'A 77-FOOT TOWER IS NEEDED AT KELLY TO SEE A 64-FOOT TOWER AT
 HD1149'RUSS.
 HD1149'
 HD1149'A 77-FOOT TOWER IS NEEDED AT KELLY TO SEE A 77-FOOT TOWER AT
 HD1149'MONICK.
 HD1149'
 HD1149'A 64-FOOT TOWER IS NEEDED AT KELLY TO SEE A 64-FOOT TOWER AT
 HD1149'MARSHFIELD 1928.
 HD1149'
 HD1149'A 64-FOOT TOWER IS NEEDED AT KELLY TO SEE A 90-FOOT TOWER AT
 HD1149'BATEMAN 1928.
 HD1149'
 HD1149'A 64-FOOT TOWER AT KELLY IS NEEDED TO SEE A 103-FOOT TOWER AT
 HD1149'STINGALL.
 HD1149'
 HD1149'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HD1149
 HD1149                          STATION RECOVERY (1956)
 HD1149
 HD1149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HD1149'DESCRIPTION SHOULD READ- SW-1/4 OF NW-1/4 OF SEC. 18, T. 30 N.,
 HD1149'R. 15 W.
 HD1149'
 HD1149'BOTH REFERENCE MARKS WERE LOCATED BUT ACCURATE MEASUREMENTS FROM
 HD1149'THEM COULD NOT BE OBTAINED BECAUSE OF DENSE BRUSH.  STATION WAS
 HD1149'NOT FOUND.
 HD1149
 HD1149                          STATION RECOVERY (1978)
 HD1149
 HD1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1149'THE STATION MARK, REFERENCE MARKS 1 AND 2
 HD1149'AND THE AZIMUTH MARK WERE RECOVERED
 HD1149'AND FOUND IN GOOD CONDITION.  THE DIRECTIONS TO THE
 HD1149'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1939 DATA.  THE
 HD1149'DISTANCE TO REFERENCE MARK 1 WAS SHORTER BY 0.282 METERS. THE
 HD1149'DISTANCE TO REFERENCE MARK 2 WAS SHORTER BY 0.019 METERS.  THE
 HD1149'THE DIRECTION TO THE AZIMUTH MARK WAS NOT CHECKED DUE TO TREES
 HD1149'ON LINE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 HD1149'
 HD1149'THE STATION IS LOCATED 13-1/2 MILES EAST-SOUTHEAST OF
 HD1149'MARSHFIELD, 8 MILES WEST-NORTHWEST OF HARTVILLE, ON A HIGH
 HD1149'FLAT TIMBERED RIDGE, IN THE NORTHWEST 1/4 SECTION 18, T 30 W,
 HD1149'R 15 W, AND ON PROPERTY OWNED BY MARVIN F. CHRISTINSEN.
 HD1149'
 HD1149'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND
 HD1149'COUNTY ROAD F WHICH IS ABOUT 2 MILES WEST OF MANSFIELD,
 HD1149'GO NORTH ON COUNTY ROAD F FOR 7.4 MILES TO A SIDE ROAD LEFT
 HD1149'COUNTY ROAD V, CONTINUE
 HD1149'AHEAD ON COUNTY ROAD F FOR 5.45 MILES TO A CROSS ROAD
 HD1149'STATE HIGHWAY 38, CONTINUE AHEAD ON COUNTY ROAD F FOR
 HD1149'3.7 MILES TO A FARM HOUSE ON LEFT AND THE AZIMUTH MARK
 HD1149'IS WEST OF SHED.
 HD1149'CONTINUE NORTH ON COUNTY ROAD F FOR 0.05 MILE TO A SIDE ROAD
 HD1149'RIGHT.  TURN RIGHT AND GO 0.1 MILE TO A DIM TRACK
 HD1149'ROAD LEFT.  TAKE DIM TRACK ROAD LEFT AND GO 0.05 MILE TO
 HD1149'THE STATION ON THE RIGHT.
 HD1149'
 HD1149'THE STATION MARK, A STANDARD DISK STAMPED---KELLY 1939---,
 HD1149'IS SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 HD1149'IS FLUSH WITH THE GROUND SURFACE AND HAS A METAL ROD
 HD1149'DRIVEN NEXT TO THE MONUMENT.  IT IS 37.6 FEET SOUTHEAST
 HD1149'OF A DIM TRACK ROAD, 20.5 FEET SOUTH OF A TRIPLE TRUNKED OAK
 HD1149'TREE.  THE 1939 DATA STATES THAT THERE IS AN UNDERGROUND DISK.
 HD1149'
 HD1149'REFERENCE MARK 1, A STANDARD DISK STAMPED---KELLY 1939 NO 1---,
 HD1149'IS SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT
 HD1149'WHICH PROJECTS 4 INCHES ABOVE
 HD1149'THE GROUND SURFACE.  IT IS 35.4 FEET NORTHEAST
 HD1149'OF A DOUBLE TRUNKED 18-INCH OAK TREE,
 HD1149'21.6 FEET NORTH-NORTHEAST OF A 1O-INCH OAK TREE AND
 HD1149'1.2 FEET SOUTH OF OLD FENCE LINE.
 HD1149'
 HD1149'REFERENCE MARK 2, A STANDARD DISK STAMPED---KELLY 1939 NO 2---,
 HD1149'IS SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT
 HD1149'WHICH PROJECTS 4 INCHES ABOVE
 HD1149'THE GROUND SURFACE.  IT IS 94 FEET NORTHWEST OF THE
 HD1149'NORTHWEST CORNER OF A HOUSE, 16 FEET SOUTH OF THE CENTER OF
 HD1149'THE TRACK ROAD, 6 FEET NORTH OF A 15-INCH OAK TREE.
 HD1149'
 HD1149'AZIMUTH MARK, A STANDARD DISK STAMPED---KELLY 1939---, IS
 HD1149'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 HD1149'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 HD1149'IT IS 212.5 FEET WEST OF THE NORTHWEST CORNER OF A SHED,
 HD1149'121.7 FEET NORTH OF AN EAST-WEST FENCE LINE AND 81.7 FEET
 HD1149'SOUTH-SOUTHWEST OF AN 18-INCH LONE OAK TREE.
 HD1149'
 HD1149'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.425 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2815 ***********************************************************************
 JD2815  DESIGNATION -  KELLY
 JD2815  PID         -  JD2815
 JD2815  STATE/COUNTY-  MO/CALLAWAY
 JD2815  USGS QUAD   -  GUTHRIE (1981)
 JD2815
 JD2815                         *CURRENT SURVEY CONTROL
 JD2815  ___________________________________________________________________
 JD2815* NAD 83(1997)-  38 50 15.90268(N)    092 00 30.80170(W)     ADJUSTED  
 JD2815* NAVD 88     -       267.6    (meters)     878.     (feet)  VERTCON   
 JD2815  ___________________________________________________________________
 JD2815  X           -    -174,361.365 (meters)                     COMP
 JD2815  Y           -  -4,971,769.508 (meters)                     COMP
 JD2815  Z           -   3,978,450.624 (meters)                     COMP
 JD2815  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 JD2815  ELLIP HEIGHT-         235.25  (meters)          (02/17/00) GPS OBS
 JD2815  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JD2815
 JD2815  HORZ ORDER  -  THIRD
 JD2815  ELLP ORDER  -  FOURTH    CLASS I
 JD2815
 JD2815.This mark is at Elton Hensley Mem Airport (FTT)
 JD2815
 JD2815.The horizontal coordinates were established by GPS observations
 JD2815.and adjusted by the National Geodetic Survey in February 2000..
 JD2815
 JD2815.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2815
 JD2815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2815
 JD2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2815
 JD2815.The ellipsoidal height was determined by GPS observations
 JD2815.and is referenced to NAD 83.
 JD2815
 JD2815.The geoid height was determined by GEOID03.
 JD2815
 JD2815;                    North         East     Units Scale Factor Converg.
 JD2815;SPC MO C     -   333,534.819   542,666.348   MT  0.99995574   +0 18 29.5
 JD2815;UTM  15      - 4,299,238.763   586,047.523   MT  0.99969117   +0 37 18.4
 JD2815
 JD2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2815!SPC MO C     -   0.99996309  x   0.99995574  =   0.99991883
 JD2815!UTM  15      -   0.99996309  x   0.99969117  =   0.99965427
 JD2815
 JD2815                          SUPERSEDED SURVEY CONTROL
 JD2815
 JD2815  NAD 83(1986)-  38 50 15.91418(N)    092 00 30.80633(W) AD(       ) 3
 JD2815  NGVD 29 (10/04/91)  267.6    (m)          878.     (f) GPS OBS        
 JD2815
 JD2815.Superseded values are not recommended for survey control.
 JD2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2815.See file dsdata.txt to determine how the superseded data were derived.
 JD2815
 JD2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC8604899239(NAD 83)
 JD2815_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2815_SP_SET: CONCRETE POST
 JD2815_STAMPING: KELLY 1986
 JD2815_MARK LOGO: NGS   
 JD2815_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2815+STABILITY: SURFACE MOTION
 JD2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2815+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1991
 JD2815
 JD2815  HISTORY     - Date     Condition        Report By
 JD2815  HISTORY     - 1986     MONUMENTED       NGS
 JD2815  HISTORY     - 19910529 GOOD
 JD2815
 JD2815                          STATION DESCRIPTION
 JD2815
 JD2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2815'STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) WEST OF FULTON, 3.2 KM
 JD2815'(2.0 MI) NORTHWEST OF U.S. HIGHWAY 54, AT THE FULTON MUNICIPAL
 JD2815'AIRPORT, NEAR THE WEST CORNER OF THE SOUTHWEST END OF THE SINGLE
 JD2815'ASPHALT RUNWAY. OWNERSHIP-CITY OF FULTON, CITY HALL P.O.BOX 142,
 JD2815'FULTON, MO 65251.  AIRPORT MANAGER IS JOEL MAHNKEN, PHONE IS
 JD2815'314-642-6826, 642-6138. ON SITE CONTACT IS KEN KLAUBURG, PHONE IS
 JD2815'642-8777 (ARPT.), 642-6827 (ENG. OFFICE).
 JD2815'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE
 JD2815'ROAD F, LOCATED AT THE WEST SIDE OF FULTON, GO WEST ALONG ROAD F FOR
 JD2815'0.4 KM (0.2 MI) TO AIRWAY DRIVE ON THE LEFT. TURN LEFT, SOUTHWEST AND
 JD2815'WEST, ALONG AIRWAY DRIVE 2.4 KM (1.5 MI) TO BILL SHOBERT DRIVE ON THE
 JD2815'LEFT. TURN LEFT ALONG BILL SHOBERT DRIVE FOR 0.16 KM (0.10 MI) TO
 JD2815'AIRPORT OFFICE BUILDING. GO SOUTHEAST ON APRON AND TAXI APPROACH FOR
 JD2815'0.16 KM (0.10 MI) TO THE JUNCTION OF RUNWAY. TURN RIGHT, SOUTHWEST,
 JD2815'ALONG THE NORTHWEST SIDE OF THE RUNWAY FOR 0.6 KM (0.4 MI) TO THE
 JD2815'SOUTHWEST END OF RUNWAY 5-23 AND THE STATION.
 JD2815'STATION IS 15.54 M (50.98 FT) SOUTHWEST OF A REIL LITE NEAR THE WEST
 JD2815'CORNER OF RUNWAY, 23.8 M (78.1 FT) NORTHWEST OF THE EXTENDED
 JD2815'CENTERLINE OF RUNWAY 5, 28.9 M (94.8 FT) WEST OF THE CENTER OF THE
 JD2815'END OF RUNWAY AND 0.61 M (2.00 FT) SOUTH OF A FIBERGLASS WITNESS
 JD2815'POST.
 JD2815
 JD2815                          STATION RECOVERY (1991)
 JD2815
 JD2815'RECOVERED 1991
 JD2815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0454 ***********************************************************************
 LF0454  DESIGNATION -  KELSO
 LF0454  PID         -  LF0454
 LF0454  STATE/COUNTY-  MO/HOLT
 LF0454  USGS QUAD   -  CORNING (1984)
 LF0454
 LF0454                         *CURRENT SURVEY CONTROL
 LF0454  ___________________________________________________________________
 LF0454* NAD 83(1997)-  40 07 54.94639(N)    095 24 04.24291(W)     ADJUSTED  
 LF0454* NAVD 88     -       264.121  (meters)     866.54   (feet)  ADJUSTED  
 LF0454  ___________________________________________________________________
 LF0454  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 LF0454  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LF0454  DYNAMIC HT  -         263.977 (meters)     866.06  (feet)  COMP
 LF0454  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 LF0454
 LF0454  HORZ ORDER  -  SECOND
 LF0454  VERT ORDER  -  SECOND    CLASS 0
 LF0454
 LF0454.The horizontal coordinates were established by classical geodetic methods
 LF0454.and adjusted by the National Geodetic Survey in February 2000..
 LF0454
 LF0454.The orthometric height was determined by differential leveling
 LF0454.and adjusted by the National Geodetic Survey in June 1991..
 LF0454
 LF0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0454
 LF0454.The geoid height was determined by GEOID03.
 LF0454
 LF0454.The dynamic height is computed by dividing the NAVD 88
 LF0454.geopotential number by the normal gravity value computed on the
 LF0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0454.degrees latitude (g = 980.6199 gals.).
 LF0454
 LF0454.The modeled gravity was interpolated from observed gravity values.
 LF0454
 LF0454;                    North         East     Units Scale Factor Converg.
 LF0454;SPC MO W     -   440,505.286   773,197.165   MT  1.00001376   -0 34 51.2
 LF0454;SPC NE       -    43,575.905   891,747.140   MT  0.99994298   +3 02 51.4
 LF0454;UTM  15      - 4,445,164.216   295,420.866   MT  1.00011524   -1 32 53.6
 LF0454
 LF0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0454!SPC MO W     -   0.99996339  x   1.00001376  =   0.99997715
 LF0454!SPC NE       -   0.99996339  x   0.99994298  =   0.99990638
 LF0454!UTM  15      -   0.99996339  x   1.00011524  =   1.00007863
 LF0454
 LF0454:                Primary Azimuth Mark                     Grid Az
 LF0454:SPC MO W     -  CRAIG MUNICIPAL TANK                     021 06 14.9
 LF0454:SPC NE       -  CRAIG MUNICIPAL TANK                     017 28 32.3
 LF0454:UTM  15      -  CRAIG MUNICIPAL TANK                     022 04 17.3
 LF0454
 LF0454|---------------------------------------------------------------------|
 LF0454| PID    Reference Object                     Distance      Geod. Az  |
 LF0454|                                                           dddmmss.s |
 LF0454| LF1342 CRAIG MUNICIPAL TANK                APPROX. 7.0 KM 0203123.7 |
 LF0454| LF0455 KELSO RM 1                           24.194 METERS 04108     |
 LF0454| LF0453 KELSO AZ MK                                        0860435.5 |
 LF0454| LF0456 KELSO RM 2                           26.594 METERS 14539     |
 LF0454| LF0457 223                                  76.208 METERS 18919     |
 LF0454|---------------------------------------------------------------------|
 LF0454
 LF0454                          SUPERSEDED SURVEY CONTROL
 LF0454
 LF0454  NAD 83(1997)-  40 07 54.94639(N)    095 24 04.24290(W) AD(       ) 2
 LF0454  NAD 83(1997)-  40 07 54.94638(N)    095 24 04.24289(W) AD(       ) 2
 LF0454  NAD 83(1997)-  40 07 54.94644(N)    095 24 04.24285(W) AD(       ) 2
 LF0454  NAD 83(1986)-  40 07 54.95138(N)    095 24 04.23961(W) AD(       ) 2
 LF0454  NAD 27      -  40 07 54.95600(N)    095 24 03.30800(W) AD(       ) 2
 LF0454  NGVD 29 (??/??/92)  264.045  (m)          866.29   (f) ADJ UNCH    2 0
 LF0454
 LF0454.Superseded values are not recommended for survey control.
 LF0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0454.See file dsdata.txt to determine how the superseded data were derived.
 LF0454
 LF0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9542145164(NAD 83)
 LF0454_MARKER: DR = REFERENCE MARK DISK
 LF0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0454_STAMPING: KELSO 1947
 LF0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0454+STABILITY: SURFACE MOTION
 LF0454
 LF0454  HISTORY     - Date     Condition        Report By
 LF0454  HISTORY     - 1947     MONUMENTED       CGS
 LF0454  HISTORY     - 1948     GOOD             NGS
 LF0454  HISTORY     - 1959     GOOD             CGS
 LF0454  HISTORY     - 1959     GOOD             NGS
 LF0454
 LF0454                          STATION DESCRIPTION
 LF0454
 LF0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF0454'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH-SOUTHWEST OF CRAIG,
 LF0454'0.75 MILE WEST OF THE KELSO SCHOOL, IN A SMALL PASTURE SOUTHWEST
 LF0454'OF MR. COOKS HOUSE. IT IS 245 FEET SOUTHWEST OF THE SOUTHWEST
 LF0454'CORNER OF THE HOUSE, 82 FEET WEST-SOUTHWEST OF THE SOUTH POST
 LF0454'OF GATE, 53 FEET WEST OF THE EAST PASTURE FENCE AND 22 FEET EAST
 LF0454'OF THE EDGE OF A 6 FOOT BANK.  THE MARK IS 12 INCHES BELOW THE
 LF0454'SURFACE OF THE GROUND AND THE DISK IS STAMPED KELSO 1947.
 LF0454'
 LF0454'REFERENCE MARK NO. 1 IS 79.37 FEET NORTHEAST OF THE STATION AND 3
 LF0454'FEET SOUTHWEST OF THE SOUTH GATE POST.  THE MARK IS FLUSH WITH
 LF0454'THE GROUND AND THE DISK IS STAMPED KELSO NO 1 1947.
 LF0454'
 LF0454'REFERENCE MARK IS 87.26 FEET SOUTHEAST OF THE STATION AND 2
 LF0454'FEET WEST OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 LF0454'THE DISK IS STAMPED KELSO NO 2 1947.
 LF0454'
 LF0454'AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF THE STATION, 17 FEET NORTH
 LF0454'OF A LARGE TREE, 10 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 LF0454'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND
 LF0454'THE DISK IS STAMPED KELSO 1947.
 LF0454'
 LF0454'NO. 223 (MRC) IS IN THE SOUTHWEST EDGE OF PASTURE, 21 FEET EAST OF
 LF0454'BANK, 17 FEET EAST OF A FENCE CORNER AND 13 FEET NORTH OF THE
 LF0454'SOUTH BANK AT EDGE OF PASTURE.  THE MARK IS A BRONZE CAP SET ON
 LF0454'A 2 INCH PIPE WHICH IS EMBEDDED IN CONCRETE.  THE PIPE PROJECTS
 LF0454'3 INCHES AND THE CAP IS STAMPED 223.
 LF0454'
 LF0454'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION KELSO
 LF0454'TO NO.223 (MRC).  IT IS 76.208 METERS (250.03 FEET) SOUTH-SOUTHWEST
 LF0454'OF THE STATION.
 LF0454'
 LF0454'TO REACH FROM THE JUNCTION OF US HIGHWAY 275 AND 159 IN CRAIG,
 LF0454'GO SOUTHERLY ON HIGHWAY 159 FOR 4.55 MILES TO CROSSROADS, TURN
 LF0454'RIGHT (WEST) FOR 1.0 MILE TO CROSSROADS, CONTINUE ON WEST FOR
 LF0454'0.55 MILE TO MR. COOKS HOME AND STATION AS DESCRIBED.
 LF0454'
 LF0454'TO REACH THE AZIMUTH FROM THE STATION, GO EAST FOR 0.2 MILE TO
 LF0454'THE MARK ON THE RIGHT AS DESCRIBED.
 LF0454'
 LF0454'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LF0454
 LF0454                          STATION RECOVERY (1948)
 LF0454
 LF0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0454'7.2 MI WNW FROM BIGELOW.
 LF0454'3.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE AT
 LF0454'BIGELOW, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 159, THENCE 0.7
 LF0454'MILE WEST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHWEST ALONG A
 LF0454'DIRT ROAD, THENCE 1.4 MILES NORTH ALONG A DIRT ROAD, THENCE 0.55
 LF0454'MILE WEST ALONG A DIRT ROAD, ABOUT 0.75 MILE WEST OF THE KELSO
 LF0454'SCHOOL, IN A SMALL PASTURE, ABOUT 245.0 FEET SOUTHWEST OF THE
 LF0454'SOUTHWEST CORNER OF THE HOME OF A MR. COOK, 82.0 FEET WEST
 LF0454'SOUTHWEST OF THE SOUTH POST OF A GATE, 53.0 FEET WEST OF THE EAST
 LF0454'PASTURE FENCE, 22.0 FEET EAST OF THE EDGE OF A 6-FOOT BANK, SET IN
 LF0454'THE TOP OF A CONCRETE POST 12-INCHES UNDERGROUND.  NOTE-- THE
 LF0454'PASTURE FENCE HAS BEEN REMOVED AND THE LAND IS UNDER CULTIVATION.
 LF0454
 LF0454                          STATION RECOVERY (1959)
 LF0454
 LF0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LF0454'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LF0454'GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2 WHICH WAS SOUTHEAST
 LF0454'OF THE STATION.  IT WAS DESTROYED BY MR. COOK WHO OWNS THE LAND
 LF0454'WHEN HE REMOVED THE FENCE AND PUT THE GROUND UNDER CULTIVATION.
 LF0454'A NEW REFERENCE MARK WAS NOT ESTABLISHED AS REFERENCE MARK NO. 1
 LF0454'AND NO. 223 (MO.R.C.) ARE IN GOOD CONDITION AND CAN BE USED AS
 LF0454'REFERENCE MARKS.  THERE ARE LOCAL CHANGES, SO A COMPLETE
 LF0454'DESCRIPTION FOLLOWS.
 LF0454'
 LF0454'STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF BIGELOW, 5
 LF0454'MILES SOUTH-SOUTHWEST OF CRAIG, AND 3/4 MILES WEST OF KELSO SCHOOL
 LF0454'IN A CULTIVATED FIELD, 245 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LF0454'OF MR. COOKS FARMHOUSE, 70 FEET SOUTH OF A NORTH GATE POST, 61
 LF0454'FEET SOUTH OF THE CENTER OF A TRACK ROAD, AND 22 FEET EAST OF A
 LF0454'SIX-FOOT BANK.  THE SURFACE MARK IS 12 INCHES BELOW THE SURFACE OF
 LF0454'THE GROUND AND THE DISK IS STAMPED KELSO 1947.
 LF0454'
 LF0454'REFERENCE MARK NO. 1 IS 79.37 FEET NORTHEAST OF THE STATION,
 LF0454'50 FEET EAST OF A NORTH GATE POST, AND 5 FEET SOUTH OF THE CENTER
 LF0454'OF TRACK ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 LF0454'AND THE DISK IS STAMPED KELSO NO 1 1947.  THIS MARK
 LF0454'IS A USC AND GS BENCH MARK.
 LF0454'
 LF0454'NO. 223 (MO. R.C.) IS 250.03 FEET*/76.208 METERS) SOUTH-SOUTHWEST
 LF0454'OF THE STATION, 21 FEET EAST OF A SIX-FOOT BANK, 17 FEET NORTH OF
 LF0454'A BANK, AND 1 FOOT SOUTH OF A WHITE POST.  THE MARK IS A MISSOURI
 LF0454'RIVER COMMISSION BRONZE CAP SET ON A TWO-INCH PIPE WHICH IS
 LF0454'IMBEDDED IN CONCRETE.  THE PIPE PROJECTS 3 INCHES AND THE CAP
 LF0454'IS STAMPED 223.
 LF0454'
 LF0454'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION, 17 FEET NORTH OF A
 LF0454'LARGE TREE, 10 FEET SOUTH OF THE CENTER OF ROAD, 1 FOOT NORTH
 LF0454'OF FENCE, AND 1 FOOT WEST OF A NEW WITNESS SIGNPOST.  THE MARK
 LF0454'PROJECTS 4 INCHES AND THE DISK IS STAMPED KELSO 1947.
 LF0454'THIS MARK IS A USC AND GS BENCH MARK.
 LF0454'
 LF0454'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 275 AND
 LF0454'159 IN CRAIG, GO SOUTH ON U.S. HIGHWAY 159 FOR 4.5 MILES TO
 LF0454'CROSSROADS.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO CROSSROADS.
 LF0454'CONTINUE STRAIGHT AHEAD WEST FOR 0.35 MILE TO THE AZIMUTH MARK
 LF0454'ON THE LEFT.  CONTINUE WEST FOR 0.2 MILE TO MR. COOKS HOUSE AND
 LF0454'THE STATION MARK AS DESCRIBED.
 LF0454'
 LF0454'* A TRAVERSE CONNECTION.
 LF0454
 LF0454                          STATION RECOVERY (1959)
 LF0454
 LF0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0453 ***********************************************************************
 LF0453  DESIGNATION -  KELSO AZ MK
 LF0453  PID         -  LF0453
 LF0453  STATE/COUNTY-  MO/HOLT
 LF0453  USGS QUAD   -  CORNING (1984)
 LF0453
 LF0453                         *CURRENT SURVEY CONTROL
 LF0453  ___________________________________________________________________
 LF0453* NAD 83(1986)-  40 07 54.     (N)    095 23 51.     (W)     SCALED    
 LF0453* NAVD 88     -       264.349  (meters)     867.28   (feet)  ADJUSTED  
 LF0453  ___________________________________________________________________
 LF0453  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LF0453  DYNAMIC HT  -         264.205 (meters)     866.81  (feet)  COMP
 LF0453  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 LF0453
 LF0453  VERT ORDER  -  SECOND    CLASS 0
 LF0453
 LF0453.The horizontal coordinates were scaled from a topographic map and have
 LF0453.an estimated accuracy of +/- 6 seconds.
 LF0453
 LF0453.The orthometric height was determined by differential leveling
 LF0453.and adjusted by the National Geodetic Survey in June 1991..
 LF0453
 LF0453.The geoid height was determined by GEOID03.
 LF0453
 LF0453.The dynamic height is computed by dividing the NAVD 88
 LF0453.geopotential number by the normal gravity value computed on the
 LF0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0453.degrees latitude (g = 980.6199 gals.).
 LF0453
 LF0453.The modeled gravity was interpolated from observed gravity values.
 LF0453
 LF0453;                    North         East    Units  Estimated Accuracy
 LF0453;SPC MO W     -   440,470.      773,510.      MT  (+/- 180 meters Scaled)
 LF0453
 LF0453                          SUPERSEDED SURVEY CONTROL
 LF0453
 LF0453  NGVD 29 (??/??/92)  264.27   (m)          867.0    (f) COMPUTED    2 0
 LF0453
 LF0453.Superseded values are not recommended for survey control.
 LF0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0453.See file dsdata.txt to determine how the superseded data were derived.
 LF0453
 LF0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE957451(NAD 83)
 LF0453_MARKER: DB = BENCH MARK DISK
 LF0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0453_STAMPING: KELSO 1947
 LF0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0453+STABILITY: SURFACE MOTION
 LF0453
 LF0453  HISTORY     - Date     Condition        Report By
 LF0453  HISTORY     - 1947     MONUMENTED       CGS
 LF0453  HISTORY     - 1948     GOOD             NGS
 LF0453  HISTORY     - 1959     GOOD             NGS
 LF0453
 LF0453                          STATION DESCRIPTION
 LF0453
 LF0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0453'7 MI WNW FROM BIGELOW.
 LF0453'3.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE AT
 LF0453'BIGELOW, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 159, THENCE 0.7
 LF0453'MILE WEST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHWEST ALONG A DIRT
 LF0453'ROAD, THENCE 1.4 MILES NORTH ALONG A DIRT ROAD, THENCE 0.35 MILE
 LF0453'WEST ALONG A DIRT ROAD, ABOUT 0.2 MILE EAST OF TRIANGULATION
 LF0453'STATION KELSO 1947 AND THE HOME OF A MR. COOK, 17.0 FEET NORTH OF
 LF0453'A LARGE TREE, 10.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.0
 LF0453'FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 LF0453'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LF0453
 LF0453                          STATION RECOVERY (1959)
 LF0453
 LF0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0455 ***********************************************************************
 LF0455  DESIGNATION -  KELSO RM 1
 LF0455  PID         -  LF0455
 LF0455  STATE/COUNTY-  MO/HOLT
 LF0455  USGS QUAD   -  CORNING (1984)
 LF0455
 LF0455                         *CURRENT SURVEY CONTROL
 LF0455  ___________________________________________________________________
 LF0455* NAD 83(1986)-  40 07 54.     (N)    095 24 04.     (W)     SCALED    
 LF0455* NAVD 88     -       264.388  (meters)     867.41   (feet)  ADJUSTED  
 LF0455  ___________________________________________________________________
 LF0455  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LF0455  DYNAMIC HT  -         264.244 (meters)     866.94  (feet)  COMP
 LF0455  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 LF0455
 LF0455  VERT ORDER  -  SECOND    CLASS 0
 LF0455
 LF0455.The horizontal coordinates were scaled from a topographic map and have
 LF0455.an estimated accuracy of +/- 6 seconds.
 LF0455
 LF0455.The orthometric height was determined by differential leveling
 LF0455.and adjusted by the National Geodetic Survey in June 1991..
 LF0455
 LF0455.The geoid height was determined by GEOID03.
 LF0455
 LF0455.The dynamic height is computed by dividing the NAVD 88
 LF0455.geopotential number by the normal gravity value computed on the
 LF0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0455.degrees latitude (g = 980.6199 gals.).
 LF0455
 LF0455.The modeled gravity was interpolated from observed gravity values.
 LF0455
 LF0455;                    North         East    Units  Estimated Accuracy
 LF0455;SPC MO W     -   440,480.      773,200.      MT  (+/- 180 meters Scaled)
 LF0455
 LF0455                          SUPERSEDED SURVEY CONTROL
 LF0455
 LF0455  NGVD 29 (??/??/92)  264.312  (m)          867.16   (f) ADJ UNCH    2 0
 LF0455
 LF0455.Superseded values are not recommended for survey control.
 LF0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0455.See file dsdata.txt to determine how the superseded data were derived.
 LF0455
 LF0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE954451(NAD 83)
 LF0455_MARKER: DB = BENCH MARK DISK
 LF0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0455_STAMPING: KELSO NO 1 1947
 LF0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0455+STABILITY: SURFACE MOTION
 LF0455
 LF0455  HISTORY     - Date     Condition        Report By
 LF0455  HISTORY     - 1947     MONUMENTED       CGS
 LF0455  HISTORY     - 1948     GOOD             NGS
 LF0455  HISTORY     - 1959     GOOD             NGS
 LF0455
 LF0455                          STATION DESCRIPTION
 LF0455
 LF0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0455'7.2 MI WNW FROM BIGELOW.
 LF0455'3.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE AT
 LF0455'BIGELOW, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 159, THENCE 0.7
 LF0455'MILE WEST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHWEST ALONG A DIRT
 LF0455'ROAD, THENCE 1.4 MILES NORTH ALONG A DIRT ROAD, THENCE 0.55 MILE
 LF0455'WEST ALONG A DIRT ROAD, ABOUT 0.75 MILE WEST OF THE KELSO SCHOOL,
 LF0455'IN A SMALL PASTURE, APPROXIMATELY 250.0 FEET SOUTHWEST OF THE HOME
 LF0455'OF A MR. COOK, 79.4 FEET NORTHEAST OF TRIANGULATION STATION KELSO
 LF0455'1947, 3.0 FEET SOUTHWEST OF THE SOUTH GATE POST, SET IN THE TOP
 LF0455'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF0455
 LF0455                          STATION RECOVERY (1959)
 LF0455
 LF0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0746 ***********************************************************************
 GF0746  DESIGNATION -  KELTNER
 GF0746  PID         -  GF0746
 GF0746  STATE/COUNTY-  MO/CHRISTIAN
 GF0746  USGS QUAD   -  KELTNER (1982)
 GF0746
 GF0746                         *CURRENT SURVEY CONTROL
 GF0746  ___________________________________________________________________
 GF0746* NAD 83(1997)-  36 57 09.12520(N)    092 57 54.82037(W)     ADJUSTED  
 GF0746* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 GF0746  ___________________________________________________________________
 GF0746  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 GF0746  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GF0746
 GF0746  HORZ ORDER  -  THIRD
 GF0746
 GF0746.The horizontal coordinates were established by classical geodetic methods
 GF0746.and adjusted by the National Geodetic Survey in February 2000..
 GF0746
 GF0746.The orthometric height was scaled from a topographic map.
 GF0746
 GF0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0746
 GF0746.The geoid height was determined by GEOID03.
 GF0746
 GF0746;                    North         East     Units Scale Factor Converg.
 GF0746;SPC MO C     -   124,286.502   458,566.197   MT  0.99995447   -0 16 46.8
 GF0746;UTM  15      - 4,089,607.485   503,095.809   MT  0.99960012   +0 01 15.3
 GF0746
 GF0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0746!SPC MO C     -   0.99993606  x   0.99995447  =   0.99989053
 GF0746!UTM  15      -   0.99993606  x   0.99960012  =   0.99953620
 GF0746
 GF0746|---------------------------------------------------------------------|
 GF0746| PID    Reference Object                     Distance      Geod. Az  |
 GF0746|                                                           dddmmss.s |
 GF0746| CI1794 KELTNER RM 2                         20.086 METERS 08607     |
 GF0746| GF0747 KELTNER LOOKOUT TOWER                 7.297 METERS 18233     |
 GF0746| CI1792 KELTNER AZ MK                                      2412637.5 |
 GF0746| CI1793 KELTNER RM 1                         19.111 METERS 33821     |
 GF0746|---------------------------------------------------------------------|
 GF0746
 GF0746                          SUPERSEDED SURVEY CONTROL
 GF0746
 GF0746  NAD 83(1997)-  36 57 09.12827(N)    092 57 54.81554(W) AD(       ) 3
 GF0746  NAD 83(1986)-  36 57 09.13619(N)    092 57 54.81973(W) AD(       ) 3
 GF0746  NAD 27      -  36 57 08.93870(N)    092 57 54.18600(W) AD(       ) 3
 GF0746
 GF0746.Superseded values are not recommended for survey control.
 GF0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0746.See file dsdata.txt to determine how the superseded data were derived.
 GF0746
 GF0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0309689607(NAD 83)
 GF0746_MARKER: DS = TRIANGULATION STATION DISK
 GF0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0746
 GF0746  HISTORY     - Date     Condition        Report By
 GF0746  HISTORY     - 1961     MONUMENTED       CGS
 GF0746  HISTORY     - 19790501 GOOD             USGS
 GF0746
 GF0746                          STATION DESCRIPTION
 GF0746
 GF0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0746'ABOUT 5-3/4 MILES EAST AND 3 MILES SOUTH OF SPARTA, ABOUT 4-1/2
 GF0746'MILES NORTHEAST OF CHADWICK, IN THE SOUTHEAST 1/4 OF SEC. 11, T.
 GF0746'26 N., R. 19 W., AND ON THE PROPERTY OF THE STATE CONCERVATION
 GF0746'COMMISSION.  IT IS 55 FEET NORTH OF THE CENTERLINE OF A
 GF0746'GRAVELED ROAD, 21 FEET WEST OF AN 8 INCH WALNUT TREE, 18 FEET
 GF0746'NORTHWEST OF THE NORTHEAST LEG OF A LOOKOUT TOWER, 18 FEET
 GF0746'NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 3
 GF0746'FEET NORTHEAST OF A WITNESS POST.  THE MONUMENT PROJECTS 6
 GF0746'INCHES AND THE DISK IS STAMPED KELTNER 1961.
 GF0746'
 GF0746'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 125 ABOUT
 GF0746'1/2 MILE EAST OF SPARTA, GO EAST AND SOUTH ON HIGHWAY 125 FOR
 GF0746'2.7 MILES TO A SIDE ROAD LEFT IN THE VILLAGE OF OLDFIELD.  TURN
 GF0746'LEFT AND GO EAST AND SOUTHEAST ON COUNTY ROAD T FOR 0.5 MILE
 GF0746'TO THE END OF THE PAVEMENT.  CONTINUE EASTERLY ON COUNTY ROAD
 GF0746'T (GRAVELED) FOR 5.4 MILES TO A SIDE ROAD LEFT (COUNTY ROAD DD).
 GF0746'CONTINUE EASTERLY ON COUNTY ROAD T FOR 1.7 MILES TO A SIDE ROAD
 GF0746'RIGHT.  TURN SHARP RIGHT AND GO SOUTHWESTERLY ON A GRAVELED
 GF0746'ROAD FOR 1.2 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 GF0746'SOUTHWESTERLY ON A GRAVELED ROAD FOR 1.0 MILE TO THE LOOKOUT
 GF0746'TOWER AND THE STATION ON THE RIGHT.
 GF0746'
 GF0746'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 GF0746'GRAVELED ROAD FOR 0.2 MILE TO A Y-FORK.  TAKE THE LEFT FORK, PASS
 GF0746'THROUGH A GATE, AND GO SOUTHWEST ON A DRIVEWAY FOR 0.15 MILE TO
 GF0746'A HOUSE ON THE RIGHT AND A GATE ON THE LEFT.  TURN LEFT, PASS
 GF0746'THROUGH THE GATE, AND GO EAST THROUGH A PASTURE FOR 0.1 MILE
 GF0746'TO A WIRE GATE AND THE AZIMUTH MARK ON THE RIGHT.
 GF0746'
 GF0746'REFERENCE MARK 1 IS 75 FEET NORTH-NORTHWEST OF THE NORTHWEST
 GF0746'LEG OF THE LOOKOUT TOWER AND 12 FEET WEST OF A 12 INCH OAK
 GF0746'TREE.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED
 GF0746'KELTNER NO 1 1961.
 GF0746'
 GF0746'REFERENCE MARK 2 IS 60 FEET NORTH OF THE CENTERLINE OF THE
 GF0746'GRAVELED ROAD, 12 FEET SOUTHEAST OF AN 8 INCH OAK TREE AND
 GF0746'11 FEET NORTHEAST OF AN 8 INCH OAK TREE.  THE MONUMENT PROJECTS
 GF0746'8 INCHES AND THE DISK IS STAMPED KELTNER NO 2 1961.
 GF0746'
 GF0746'THE AZIMUTH MARK IS 101 FEET NORTH OF A FENCE CORNER, 18 FEET
 GF0746'SOUTH OF A SOUTH GATE POST, 5 FEET SOUTH OF A WITNESS POST AND
 GF0746'1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 GF0746'AND THE DISK IS STAMPED KELTNER 1961.
 GF0746'
 GF0746'NOTE- THE DIRECTION TO THE AZIMUTH MARK WAS DETERMINED BY
 GF0746'PRECISE METHODS.
 GF0746'
 GF0746'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GF0746
 GF0746                          STATION RECOVERY (1979)
 GF0746
 GF0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (MLK)
 GF0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2579 ***********************************************************************
 JD2579  DESIGNATION -  KENDRICK
 JD2579  PID         -  JD2579
 JD2579  STATE/COUNTY-  MO/CAMDEN
 JD2579  USGS QUAD   -  GREEN BAY TERRACE (1983)
 JD2579
 JD2579                         *CURRENT SURVEY CONTROL
 JD2579  ___________________________________________________________________
 JD2579* NAD 83(1997)-  38 05 51.89764(N)    092 49 18.76787(W)     ADJUSTED  
 JD2579* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 JD2579  ___________________________________________________________________
 JD2579  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 JD2579  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JD2579
 JD2579  HORZ ORDER  -  THIRD
 JD2579
 JD2579.The horizontal coordinates were established by classical geodetic methods
 JD2579.and adjusted by the National Geodetic Survey in February 2000..
 JD2579
 JD2579.The orthometric height was scaled from a topographic map.
 JD2579
 JD2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2579
 JD2579.The geoid height was determined by GEOID03.
 JD2579
 JD2579;                    North         East     Units Scale Factor Converg.
 JD2579;SPC MO C     -   251,330.358   471,767.905   MT  0.99994315   -0 11 55.0
 JD2579;UTM  15      - 4,216,675.582   515,617.689   MT  0.99960300   +0 06 35.6
 JD2579
 JD2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2579!SPC MO C     -   0.99995853  x   0.99994315  =   0.99990168
 JD2579!UTM  15      -   0.99995853  x   0.99960300  =   0.99956155
 JD2579
 JD2579|---------------------------------------------------------------------|
 JD2579| PID    Reference Object                     Distance      Geod. Az  |
 JD2579|                                                           dddmmss.s |
 JD2579| CN6504 KENDRICK RM 1                        27.575 METERS 02955     |
 JD2579| CN6503 KENDRICK AZ MK                                     2583717.4 |
 JD2579| CN6505 KENDRICK RM 2                        28.471 METERS 29050     |
 JD2579|---------------------------------------------------------------------|
 JD2579
 JD2579                          SUPERSEDED SURVEY CONTROL
 JD2579
 JD2579  NAD 83(1986)-  38 05 51.90821(N)    092 49 18.76792(W) AD(       ) 3
 JD2579  NAD 27      -  38 05 51.79100(N)    092 49 18.08300(W) AD(       ) 3
 JD2579
 JD2579.Superseded values are not recommended for survey control.
 JD2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2579.See file dsdata.txt to determine how the superseded data were derived.
 JD2579
 JD2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1561816676(NAD 83)
 JD2579_MARKER: DS = TRIANGULATION STATION DISK
 JD2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2579
 JD2579  HISTORY     - Date     Condition        Report By
 JD2579  HISTORY     - 1947     MONUMENTED       CGS
 JD2579  HISTORY     - 1959     MARK NOT FOUND   USGS
 JD2579
 JD2579                          STATION DESCRIPTION
 JD2579
 JD2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD2579'STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF CAMDENTON
 JD2579'AND 0.1 MILE WEST OF STATE HIGHWAY NO. 5 IN TRIANGLE FORMED BY
 JD2579'ROAD JUNCTION.  STATION IS 29 FEET NORTHWEST OF A GRAVELED ROAD,
 JD2579'29 FEET SOUTHEAST OF ANOTHER GRAVELED ROAD AND 4 FEET
 JD2579'WEST-SOUTHWEST OF A WITNESS POST.  A NEW ROAD WILL BE BUILT
 JD2579'NEAR THE STATION AND THE MARK IS THOUGHT TO BE NEAR THE CUT BANK
 JD2579'OF THE NEW ROAD.  THE MARK IS 3 FEET BELOW THE SURFACE OF THE
 JD2579'GROUND AND THE DISK IS STAMPED KENDRICK 1947.
 JD2579'
 JD2579'REFERENCE MARK NO. 1 IS 90.47 FEET NORTH OF THE STATION AND
 JD2579'31 FEET EAST OF GRAVELED ROAD.  THE MARK PROJECTS 6 INCHES AND
 JD2579'THE DISK IS STAMPED KENDRICK NO 1 1947.
 JD2579'
 JD2579'REFERENCE MARK NO. 2 IS 93.41 FEET WEST-NORTHWEST OF THE STATION,
 JD2579'63 FEET WEST OF A GRAVELED ROAD AND 63 FEET NORTH OF ANOTHER
 JD2579'GRAVELED ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JD2579'STAMPED KENDRICK NO 2 1947.
 JD2579'
 JD2579'AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, 32 FEET
 JD2579'NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 2.7 FEET
 JD2579'WEST-SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 JD2579'THE DISK IS STAMPED KENDRICK 1947.
 JD2579'
 JD2579'TO REACH THE STATION FROM COURT HOUSE IN CAMDENTON, GO NORTHWESTERLY
 JD2579'ON STATE HIGHWAY NO. 5 FOR 7.35 MILES TO NIANGUA RIVER BRIDGE.
 JD2579'CONTINUE ON STATE HIGHWAY NO. 5 FOR 1.65 MILES TO GRAVEL ROAD
 JD2579'LEFT OR WEST.  GO LEFT ON GRAVEL ROAD FOR 0.1 MILE TO THE
 JD2579'STATION ON THE NORTH OR RIGHT SIDE OF ROAD IN TRIANGLE OF ROAD
 JD2579'JUNCTION AS DESCRIBED.  CONTINUE WEST ON GRAVELED ROAD FOR 0.3
 JD2579'MILE TO AZIMUTH MARK ON RIGHT OR NORTH OF ROAD AS DESCRIBED.
 JD2579'
 JD2579'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2579
 JD2579                          STATION RECOVERY (1959)
 JD2579
 JD2579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JD2579'STATION NOT FOUND.  THE STATION IS EITHER BURIED OR DESTROYED.
 JD2579'DISTANCES FROM REFERENCE MARKS PUT IT ON THE EDGE OF THE ROAD
 JD2579'UNDER THE BLACK TOP.
 JD2579'
 JD2579'REFERENCE MARKS ARE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2661 ***********************************************************************
 JD2661  DESIGNATION -  KENDRICK RESET
 JD2661  PID         -  JD2661
 JD2661  STATE/COUNTY-  MO/PETTIS
 JD2661  USGS QUAD   -  GREEN RIDGE NORTH (1973)
 JD2661
 JD2661                         *CURRENT SURVEY CONTROL
 JD2661  ___________________________________________________________________
 JD2661* NAD 83(1997)-  38 39 39.12226(N)    093 26 00.17066(W)     ADJUSTED  
 JD2661* NAVD 88     -       279.62   (+/-2cm)     917.4    (feet)  VERTCON   
 JD2661  ___________________________________________________________________
 JD2661  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 JD2661  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD2661
 JD2661  HORZ ORDER  -  FIRST
 JD2661  VERT ORDER  -  THIRD ? (See Below)
 JD2661
 JD2661.The horizontal coordinates were established by classical geodetic methods
 JD2661.and adjusted by the National Geodetic Survey in February 2000..
 JD2661
 JD2661.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2661.The vertical order pertains to the NGVD 29 superseded value.
 JD2661
 JD2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2661
 JD2661.The geoid height was determined by GEOID03.
 JD2661
 JD2661;                    North         East     Units Scale Factor Converg.
 JD2661;SPC MO C     -   314,198.801   418,764.649   MT  1.00001457   -0 34 59.2
 JD2661;SPC MO W     -   277,343.560   942,832.567   MT  1.00004726   +0 39 58.9
 JD2661;UTM  15      - 4,279,232.844   462,294.241   MT  0.99961751   -0 16 14.7
 JD2661
 JD2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2661!SPC MO C     -   0.99996126  x   1.00001457  =   0.99997583
 JD2661!SPC MO W     -   0.99996126  x   1.00004726  =   1.00000852
 JD2661!UTM  15      -   0.99996126  x   0.99961751  =   0.99957879
 JD2661
 JD2661:                Primary Azimuth Mark                     Grid Az
 JD2661:SPC MO C     -  KENDRICK AZ MK                           192 57 42.3
 JD2661:SPC MO W     -  KENDRICK AZ MK                           191 42 44.2
 JD2661:UTM  15      -  KENDRICK AZ MK                           192 38 57.8
 JD2661
 JD2661|---------------------------------------------------------------------|
 JD2661| PID    Reference Object                     Distance      Geod. Az  |
 JD2661|                                                           dddmmss.s |
 JD2661| CN6500 KENDRICK AZ MK                                     1922243.1 |
 JD2661| JD2765 HIGH RESET                          APPROX.15.3 KM 2321438.2 |
 JD2661| CN6501 KENDRICK RM 1                        41.922 METERS 25202     |
 JD2661| CN6502 KENDRICK RM 2                        35.503 METERS 34952     |
 JD2661|---------------------------------------------------------------------|
 JD2661
 JD2661                          SUPERSEDED SURVEY CONTROL
 JD2661
 JD2661  NAD 83(1997)-  38 39 39.12616(N)    093 26 00.17047(W) AD(       ) 1
 JD2661  NAD 83(1986)-  38 39 39.13108(N)    093 26 00.17033(W) AD(       ) 1
 JD2661  NAD 27      -  38 39 39.07570(N)    093 25 59.41640(W) AD(       ) 1
 JD2661  NGVD 29 (07/19/86)  279.52   (m)          917.1    (f) LEVELING    3  
 JD2661
 JD2661.Superseded values are not recommended for survey control.
 JD2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2661.See file dsdata.txt to determine how the superseded data were derived.
 JD2661
 JD2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC6229479233(NAD 83)
 JD2661_MARKER: Z = SEE DESCRIPTION
 JD2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2661
 JD2661  HISTORY     - Date     Condition        Report By
 JD2661  HISTORY     - 1948     MONUMENTED       CGS
 JD2661  HISTORY     - 1935     GOOD             CGS
 JD2661  HISTORY     - 1944     GOOD             CGS
 JD2661  HISTORY     - 1948     GOOD             CGS
 JD2661  HISTORY     - 1960     GOOD             CGS
 JD2661  HISTORY     - 1963     GOOD             CGS
 JD2661  HISTORY     - 1971     GOOD             USE
 JD2661  HISTORY     - 1971     GOOD             NGS
 JD2661
 JD2661                          STATION DESCRIPTION
 JD2661
 JD2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2661'STATION FOUND IN GOOD CONDITION ON LAND DESCRIBED, NOW OWNED BY
 JD2661'ALLEN KENDRICK, 1.7 MILES W AND 3.0 MILES N OF GREEN RIDGE.
 JD2661'ALL OLD TIES STILL HOLD.  STATION IS 190 FEET E OF W SIDE OF
 JD2661'SECTION, 422 FEET S OF N SIDE OF SECTION, 157 FEET E OF HOUSE, 22
 JD2661'FEET N OF LINE OF S SIDE OF HOUSE, 223 FEET N OF BARN, AND 125
 JD2661'FEET SW OF W HEDGE TREE IN ROW ON N SIDE OF LOT WHICH IS ALSO
 JD2661'E GATEPOST.  BOTH WITNESS POSTS WERE FOUND IN GOOD CONDITION.
 JD2661
 JD2661                          STATION RECOVERY (1944)
 JD2661
 JD2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RTR)
 JD2661'THE STATION AND TWO REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 JD2661'A MORE EXACT DESCRIPTION TO REACH FOLLOWS-
 JD2661'
 JD2661'TO REACH THE STATION FROM GREEN RIDGE, GO N FROM THE RAILROAD
 JD2661'STATION IN GREEN RIDGE ON STATE HIGHWAY 127 FOR 0.9 MI. AT
 JD2661'WHICH POINT THE HIGHWAY TURNS DUE W, CONTINUE W FOR 0.4 MI.,
 JD2661'THENCE N ON THE HIGHWAY FOR 1.5 MI. TO A T-ROAD LEFT.  TURN
 JD2661'W AND GO 1.1 MI. TO A DRIVE ON THE RIGHT LEADING TO KENDRICKS
 JD2661'HOUSE, A DISTANCE OF 0.5 MI.  ALL OLD TIES STILL HOLD.
 JD2661
 JD2661                          STATION RECOVERY (1948)
 JD2661
 JD2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2661'THE STATION WAS RECOVERED AS DESCRIBED AND A NEW STATION MARK
 JD2661'WAS SET IN THE ORIGINAL POSITION OF THE OLD MARK WHICH WAS BROKEN
 JD2661'OFF.  TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE
 JD2661'ESTABLISHED.
 JD2661'
 JD2661'THE COMPLETE DESCRIPTION FOLLOWS-
 JD2661'
 JD2661'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF GREEN RIDGE
 JD2661'ON THE PROPERTY OF MR. ALLEN KENDRICK.  IT IS IN THE PASTURE
 JD2661'EAST OF THE FARM HOUSE, 135 FEET EAST OF THE NORTH-SOUTH
 JD2661'FENCE LINE, 116.5 FEET SOUTH OF THE EAST-WEST FENCE LINE
 JD2661'AND 27 FEET NORTHEAST OF A SMALL PLUM TREE.  IT IS STAMPED
 JD2661'KENDRICK 1882 1928 1948 AND IS FLUSH WITH THE SURFACE OF THE
 JD2661'GROUND.
 JD2661'
 JD2661'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 14 FEET
 JD2661'NORTH OF THE NORTH END OF A BOARD GATE LEADING TO THE PASTURE
 JD2661'AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE.  IT IS STAMPED
 JD2661'KENDRICK NO 1 1948 AND IS FLUSH WITH THE GROUND.
 JD2661'
 JD2661'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AT THE
 JD2661'SOUTHEAST CORNER OF THE GARDEN PLOT AT THE EAST END OFA GATE
 JD2661'AND IS 1 FOOT SOUTH OF THE EAST-WEST FENCE.  IT IS STAMPED
 JD2661'KENDRICK NO 2 1948 AND IS FLUSH WITH THE GROUND.
 JD2661'
 JD2661'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION IN AN EAST-WEST
 JD2661'FENCE LINE, 22.5 FEET NORTH OF THE EAST-WEST ROAD AND 100 FEET
 JD2661'EAST OF A ROAD LEADING SOUTH.  IT IS STAMPED KENDRICK 1948
 JD2661'AND PROJECTS 6 INCHES.
 JD2661'
 JD2661'TO REACH FROM THE POST OFFICE IN GREEN RIDGE, GO NORTHERLY ON
 JD2661'STATE HIGHWAY 127 FOR 2.6 MILES TO A CROSSROAD, TURN LEFT,
 JD2661'WEST, LEAVING HIGHWAY AND GO 1.05 MILES TO THE AZIMUTH MARK ON
 JD2661'THE RIGHT.  CONTINUE FOR 0.05 MILE TO A CROSSROAD, TURN RIGHT,
 JD2661'NORTH, FOR 0.4 MILE TO THE FARM HOUSE ON THE RIGHT, TURN RIGHT,
 JD2661'EAST, INTO FARM DRIVE AND GO 0.15 MILE TO THE STATION AS
 JD2661'DESCRIBED.
 JD2661'
 JD2661'A 100 FOOT SIGNAL AT SCHNACKENBURG 1882 1928 ECC. IS VISIBLE
 JD2661'AT 20 FEET.
 JD2661'
 JD2661'A 74 FOOT SIGNAL AT HIGH IS VISIBLE FROM THE GROUND.
 JD2661'
 JD2661'A 47 FOOT SIGNAL AT KNOB NOSTER 1882 1922 IS VISIBLE AT 30 FEET.
 JD2661'
 JD2661'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JD2661
 JD2661                          STATION RECOVERY (1960)
 JD2661
 JD2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 JD2661'STATION MARK AND TWO WITNESS POSTS RECOVERED AND FOUND IN GOOD
 JD2661'CONDITION.  THE STATION MARK IS A STANDARD BRONZE DISK SET IN
 JD2661'THE TOP OF A 6 BY 6 INCH STONE POST.  THE MARK IS STAMPED
 JD2661'KENDRICK 1882 1928 1949 AND IS FLUSH WITH THE SURFACE OF THE
 JD2661'GROUND.  TWO REFERENCE MARKS WERE FOUND, NO. 1 IS ABOUT 45 PACES
 JD2661'WEST OF THE STATION AND 5 PACES NORTH OF GATE.  IT IS STAMPED
 JD2661'KENDRICK NO 1 1949.  REFERENCE MARK NO. 2 IS 38 PACES NORTH OF
 JD2661'THE STATION, ON THE WEST SIDE OF A HOG LOADING CHUTE AND
 JD2661'AT THE EAST END OF A GATE OF LOT FENCE.  IT IS STAMPED
 JD2661'KENDRICK NO 2 1948.  THE AZIMUTH MARK IS SOUTH OF THE STATION
 JD2661'ABOUT 0.4 MILE.  IT IS 7 PACES NORTH OF THE CENTER OF
 JD2661'EAST-WEST ROAD, 40 PACES EAST OF A POWER POLE, AND 45 PACES
 JD2661'EAST OF A SIDE ROAD TO THE SOUTH.  IT IS STAMPED KENDRICK
 JD2661'1949.  THE AZIMUTH MARK IS NOT VG FROM STATION DUE TO SMALL
 JD2661'BUILDING AND TREES.
 JD2661'
 JD2661'NOTE- THE 1949 DESCRIPTION WAS NOT AVAILABLE AT THE TIME THE
 JD2661'STATION WAS VISITED.
 JD2661
 JD2661                          STATION RECOVERY (1963)
 JD2661
 JD2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD2661'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JD2661'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 JD2661'THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 JD2661'
 JD2661'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JD2661'
 JD2661'THE STATION IS 7-1/2 MILES SOUTH OF LAMONTE, 3 MILES NORTHWEST OF
 JD2661'GREEN RIDGE, 1 MILE WEST OF STATE HIGHWAY 127 AND ON PROPERTY
 JD2661'OWNED BY MR. ALLEN KENDRICK.
 JD2661'
 JD2661'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2661'STATE HIGHWAY 127, AT THE SOUTH EDGE OF LAMONTE, GO SOUTH ON
 JD2661'STATE HIGHWAY 127 FOR 4.35 MILES TO A CROSSROAD.  CONTINUE SOUTH
 JD2661'ON HIGHWAY 127 FOR 1.8 MILES TO A CROSSROAD.  CONTINUE SOUTH
 JD2661'ON HIGHWAY 127 FOR 1.4 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 JD2661'RIGHT, WEST, ON A GRAVEL ROAD FOR 0.5 MILE TO THE AZIMUTH MARK
 JD2661'ON THE RIGHT.  CONTINUE WEST ON THE GRAVEL ROAD FOR 0.05 MILE
 JD2661'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON A GRAVEL
 JD2661'ROAD FOR 0.85 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT,
 JD2661'EAST, ON THE DRIVEWAY FOR 0.1 MILE TO A GATE AND MR.
 JD2661'KENDRICKS HOUSE ON THE LEFT.  PASS THROUGH THE GATE AND
 JD2661'CONTINUE INTO A PASTURE FOR 145 FEET TO THE STATION.
 JD2661'
 JD2661'THE STATION MARK, A STANDARD DISK STAMPED KENDRICK 1882 1928
 JD2661'1948, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 JD2661'OF THE GROUND.  IT IS 145 FEET NORTHEAST OF THE CENTER OF THE
 JD2661'GATE, 118 FEET SOUTH OF A FENCE AND 87 FEET SOUTHEAST OF THE
 JD2661'SOUTHEAST CORNER OF A FARM BUILDING.  THE UNDERGROUND DISK
 JD2661'WAS NOT INSPECTED.
 JD2661'
 JD2661'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KENDRICK NO 1 1948,
 JD2661'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2661'GROUND.  IT IS 41 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JD2661'HOUSE, 35.5 FEET NORTH OF A POWER POLE WITH A LIGHT METER,
 JD2661'22.5 FEET NORTH OF THE GATE AND 6 INCHES EAST OF A FENCE.
 JD2661'
 JD2661'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KENDRICK 1948, IS
 JD2661'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JD2661'GROUND.  IT IS 36 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JD2661'FARM BUILDING, 2 FEET WEST OF A LOADING CHUTE AND 6 INCHES SOUTH
 JD2661'OF A FENCE.
 JD2661'
 JD2661'AZIMUTH MARK, A STANDARD DISK STAMPED KENDRICK 1948, IS SET
 JD2661'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 24
 JD2661'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.  1.8 FEET WEST OF
 JD2661'A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 JD2661'
 JD2661'NOTE- REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 JD2661'
 JD2661'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2661
 JD2661                          STATION RECOVERY (1971)
 JD2661
 JD2661'RECOVERY NOTE BY US ENGINEERS 1971 (DCB)
 JD2661'STATION, AZI. MARK AND REF. MONUMENTS IN GOOD CONDITION
 JD2661'
 JD2661'TWO FARM BLDGS. ON LINE BETWEEN STATION AND AZI. MARK SUGGEST
 JD2661'SETTING NEW AZI. MARK VISIBLE FROM STATION
 JD2661
 JD2661                          STATION RECOVERY (1971)
 JD2661
 JD2661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2661'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JD2661'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1963 AND
 JD2661'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 JD2661'FOUND ADEQUATE FOR RECOVERY.  THE AZIMUTH MARK IS OBSTRUCTED
 JD2661'BY BUILDINGS AND ABOUT 20 FOOT STAND WOULD BE REQUIRED AT THE
 JD2661'STATION TO SEE THE MARK.  NO OBJECTS VISIBLE AT STATION SITE SO
 JD2661'A NEW AZIMUTH MARK WAS NOT SET.
 JD2661'
 JD2661'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2661'ABOUT 7-1/2 MILES SOUTH OF LAMONTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2524 ***********************************************************************
 JD2524  DESIGNATION -  KENNEDY
 JD2524  PID         -  JD2524
 JD2524  STATE/COUNTY-  MO/OSAGE
 JD2524  USGS QUAD   -  ARGYLE (1987)
 JD2524
 JD2524                         *CURRENT SURVEY CONTROL
 JD2524  ___________________________________________________________________
 JD2524* NAD 83(1997)-  38 20 59.70723(N)    092 05 44.86489(W)     ADJUSTED  
 JD2524* NAVD 88     -       288.32   (+/-2cm)     945.9    (feet)  VERTCON   
 JD2524  ___________________________________________________________________
 JD2524  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 JD2524  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JD2524
 JD2524  HORZ ORDER  -  FIRST
 JD2524  VERT ORDER  -  THIRD ? (See Below)
 JD2524
 JD2524.The horizontal coordinates were established by classical geodetic methods
 JD2524.and adjusted by the National Geodetic Survey in February 2000..
 JD2524
 JD2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2524.The vertical order pertains to the NGVD 29 superseded value.
 JD2524
 JD2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2524
 JD2524.The geoid height was determined by GEOID03.
 JD2524
 JD2524;                    North         East     Units Scale Factor Converg.
 JD2524;SPC MO C     -   279,347.864   535,330.606   MT  0.99994870   +0 15 02.9
 JD2524;UTM  15      - 4,245,027.218   579,008.777   MT  0.99967688   +0 33 39.8
 JD2524
 JD2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2524!SPC MO C     -   0.99995975  x   0.99994870  =   0.99990845
 JD2524!UTM  15      -   0.99995975  x   0.99967688  =   0.99963664
 JD2524
 JD2524:                Primary Azimuth Mark                     Grid Az
 JD2524:SPC MO C     -  KENNEDY AZ MK                            011 19 43.6
 JD2524:UTM  15      -  KENNEDY AZ MK                            011 01 06.7
 JD2524
 JD2524|---------------------------------------------------------------------|
 JD2524| PID    Reference Object                     Distance      Geod. Az  |
 JD2524|                                                           dddmmss.s |
 JD2524| CN6506 KENNEDY AZ MK                                      0113446.5 |
 JD2524| JD2523 KOELTZTOWN ST BONIFACE CATH CH      APPROX. 5.5 KM 1195055.7 |
 JD2524| CN6507 KENNEDY RM 3                         23.552 METERS 19645     |
 JD2524| CN6508 KENNEDY RM 4                         32.705 METERS 27407     |
 JD2524|---------------------------------------------------------------------|
 JD2524
 JD2524                          SUPERSEDED SURVEY CONTROL
 JD2524
 JD2524  NAD 83(1986)-  38 20 59.72035(N)    092 05 44.86617(W) AD(       ) 1
 JD2524  NAD 27      -  38 20 59.57760(N)    092 05 44.23080(W) AD(       ) 1
 JD2524  NGVD 29 (07/19/86)  288.29   (m)          945.8    (f) LEVELING    3  
 JD2524
 JD2524.Superseded values are not recommended for survey control.
 JD2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2524.See file dsdata.txt to determine how the superseded data were derived.
 JD2524
 JD2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7900945027(NAD 83)
 JD2524_MARKER: V = STONE MONUMENT
 JD2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2524
 JD2524  HISTORY     - Date     Condition        Report By
 JD2524  HISTORY     - 1879     MONUMENTED       CGS
 JD2524  HISTORY     - 1922     GOOD             CGS
 JD2524  HISTORY     - 1937     GOOD             CGS
 JD2524  HISTORY     - 1947     GOOD             CGS
 JD2524
 JD2524                          STATION DESCRIPTION
 JD2524
 JD2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HWB)
 JD2524'IN SOUTHWESTERN PART OF COUNTY, ABOUT 14 MILES SOUTHWEST
 JD2524'OF RICH FOUNTAIN, NEAR CENTER OF NORTH SIDE OF NE 1/4 SEC.
 JD2524'36, T. 42 N., R. 11 W., ON LAND OWNED IN 1879 BY BERNARD
 JD2524'SCHWARTZE WHO LIVED ABOUT ONE-THIRD MILE SOUTH OF STATION.
 JD2524
 JD2524                          STATION RECOVERY (1922)
 JD2524
 JD2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JD2524'IN 1922 NO PEOPLE LIVED IN IMMEDIATE VICINITY AND OWNER OF
 JD2524'LAND WAS NOT KNOWN.  STATION IS IN TIMBERLAND, ON HIGHEST
 JD2524'POINT OF RIDGE, 82 FEET EAST OF CENTER LINE OF OLD CASTLE
 JD2524'ROCK AND VIENNA ROAD, KNOWN AS OLD STATE ROAD, AND 19 FEET
 JD2524'SOUTH OF PRIVATE ROAD LEADING TO EASTWARD.  SURFACE MARK
 JD2524'IS STONE POST WITNESSED BY TWO OTHERS, AND UNDERGROUND MARK
 JD2524'IS BOTTLE OF ASHES.  IN 1922 STANDARD DISK STATION
 JD2524'MARK AND STANDARD REFERENCE DISKS WERE SET IN TOPS OF
 JD2524'STONES.  WITNESS STONES PROJECT 3 INCHES ABOVE SURFACE, AND
 JD2524'THEIR MAGNETIC BEARINGS FROM STATION ARE S 18 DEG E AND
 JD2524'N 18 DEG W.
 JD2524
 JD2524                          STATION RECOVERY (1937)
 JD2524
 JD2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JD2524'STATION RECOVERED AS DESCRIBED.  MARKS WERE FOUND IN GOOD
 JD2524'CONDITION.  LOCATED 26.2 MILES BY ROAD S BY E FROM JEFFERSON CITY
 JD2524'IN THE NE 1/4 SEC. 36, T. 42 N, R. 11 W., ON THE E SIDE OF THE
 JD2524'ROAD IN THE TIMBERED LAND, ON THE N END OF THE RIDGE.  THE
 JD2524'STATION IS 82 FEET E OF THE CENTER LINE OF THE ROAD, GRAVELED,
 JD2524'19 FEET S OF THE PRIVATE ROAD LEADING E, 16 FEET SE OF THE
 JD2524'BOARD GATE AND 14 FEET E OF WIRE FENCE.  THE GRAVEL ROAD
 JD2524'REFERRED TO WAS KNOWN IN 1879 AS THE OLD STATE ROAD OR CASTLE
 JD2524'ROCK AND VIENNA ROAD.
 JD2524'
 JD2524'THE UNDERGROUND MARK IS A BOTTLE FILLED WITH ASHES, 30 INCHES
 JD2524'BELOW THE SURFACE.
 JD2524'
 JD2524'SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A LIMESTONE
 JD2524'BLOCK, 26 INCHES LONG AND 6 INCHES SQUARE ON TOP, AND
 JD2524'PROJECTS 3 INCHES ABOUT THE SURFACE.
 JD2524'
 JD2524'THE 2 REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP OF
 JD2524'5- BY 5-INCH STONE POSTS, PROJECTING 3 INCHES ABOVE THE
 JD2524'SURFACE.
 JD2524'
 JD2524'REFERENCE MARK NO. 1 IS 5 FEET FROM THE STATION, N 18 DEG W
 JD2524'
 JD2524'REFERENCE MARK NO. 2 IS 5 FEET FROM THE STATION, S 18 DEG E.
 JD2524'
 JD2524'TO REACH THE STATION FROM JEFFERSON CITY- GO EASTWARD ON
 JD2524'U.S. HIGHWAY 50, 12 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 JD2524'63.  TURN S ON U.S. HIGHWAY 63 AND GO 3 MILES, TO THE JUNCTION
 JD2524'WITH STATE HIGHWAY 133.  THEN GO SW ON STATE HIGHWAY 133 FOR
 JD2524'8.8 MILES, TO A GRAVEL ROAD TO THE LEFT OR SOUTHWARD.  GO
 JD2524'SOUTHWARD ON THE GRAVEL ROAD 2.4 MILES TO THE TOP OF THE
 JD2524'HILL AT THE PRIVATE ROAD E-W AND THE STATION.
 JD2524
 JD2524                          STATION RECOVERY (1947)
 JD2524
 JD2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2524'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND IN
 JD2524'GOOD CONDITION EXCEPT REFERENCE MARK NO. 2.  THIS MARK IS APPARENTLY
 JD2524'IN PLACE BUT IS LOOSE IN THE GROUND AND IT IS BELIEVED THAT
 JD2524'THE LIMESTONE POST IS BROKEN BELOW THE SURFACE.  THE SURFACE,
 JD2524'UNDERGROUND, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JD2524'ARE DESCRIBED STANDARD
 JD2524'DISKS WERE SET IN THE TOPS OF THE POSTS IN 1922.  THE AZIMUTH
 JD2524'MARK AND REFERENCE MARKS NOS. 3 AND 4 ARE DESCRIBED.
 JD2524'
 JD2524'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF META,
 JD2524'ABOUT 4 MILES NORTHWEST OF KOELTZTOWN AND ABOUT 85 FEET
 JD2524'EAST OF THE CENTERLINE OF GRAVELED ROAD.  IT IS ABOUT 17
 JD2524'FEET EAST OF THE SOUTH GATEPOST, 15 FEET SOUTHEAST OF PRIVATE
 JD2524'ROAD LEADING EAST AND 14 FEET NORTHEAST OF A WITNESS POST.
 JD2524'
 JD2524'THE UNDERGROUND MARK IS A BOTTLE FILLED WITH ASHES, 30 INCHES
 JD2524'BELOW THE SURFACE.
 JD2524'
 JD2524'THE SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A
 JD2524'LIMESTONE POST, 26 INCHES LONG AND 6 INCHES SQUARE ON THE
 JD2524'TOP.  IT PROJECTS 3 INCHES AND IS STAMPED KENNEDY 1879.
 JD2524'
 JD2524'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 JD2524'A 5 BY 5 INCH LIMESTONE POST.  IT IS 5 FEET FROM THE STATION,
 JD2524'N 18 DEG W.  IT PROJECTS 3 INCHES AND IS STAMPED
 JD2524'KENNEDY 1879.
 JD2524'
 JD2524'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 5
 JD2524'BY 5 INCH LIMESTONE POST.  IT IS 5 FEET FROM THE STATION,
 JD2524'IN AZIMUTH 342 DEG MAGNETIC.  IT PROJECTS 3 INCHES AND IS
 JD2524'STAMPED KENNEDY 1879.  THIS MARK IS LOOSE IN THE GROUND.
 JD2524'
 JD2524'REFERENCE MARK NO. 3 IS 73.99 FEET SOUTHWEST OF THE STATION,
 JD2524'45 FEET SOUTHEAST OF INTERSECTION OF GRAVELED ROAD AND PRIVATE
 JD2524'ROAD LEADING EAST AND 26 FEET NORTHEAST OF THE CENTERLINE
 JD2524'OF GRAVELED ROAD.  THE MARK PROJECTS 3 INCHES AND IS STAMPED
 JD2524'KENNEDY NO 3 1947.
 JD2524'
 JD2524'REFERENCE MARK NO. 4 IS 107.30 FEET WEST OF THE STATION,
 JD2524'19 FEET NORTHEAST OF THE CENTERLINE OF GRAVELED ROAD AND
 JD2524'1 FOOT NORTHEAST OF FENCE LINE.  THE MARK PROJECTS 3 INCHES
 JD2524'AND IS STAMPED KENNEDY NO 4 1947.
 JD2524'
 JD2524'THE AZIMUTH MARK IS ABOUT 1 MILE NORTH OF THE STATION, 10
 JD2524'FEET EAST OF A TRACK ROAD, 3 FEET WEST OF A WITNESS POST AND
 JD2524'3 FEET SOUTHWEST OF A LARGE DEAD TREE.  THE MARK PROJECTS
 JD2524'3 INCHES AND IS STAMPED KENNEDY 1947.
 JD2524'
 JD2524'TO REACH FROM RAILROAD CROSSING IN META FOLLOW STATE HIGHWAY
 JD2524'133 IN A NORTHERLY DIRECTION FOR 6.2 MILES TO A GRAVELED
 JD2524'T ROAD RIGHT, TURN RIGHT HERE AND FOLLOW THIS ROAD SOUTHERLY
 JD2524'FOR 2.4 MILES TO A PRIVATE ROAD LEFT AND STATION ON LEFT
 JD2524'INSIDE WOODLOT AS DESCRIBED.
 JD2524'
 JD2524'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVELED
 JD2524'ROAD FOR 0.8 MILE TO GATE WITH CATTLE GUARD.  TURN RIGHT HERE AND
 JD2524'FOLLOW TRACK ROAD FOR 0.75 MILE THROUGH WOODLOT AND PASTURE TO MARK
 JD2524'ON RIGHT AS DESCRIBED.  NOTE- AZIMUTH MARK IS NOT V.G. SOME
 JD2524'CLEARING OR A 50 FOOT TOWER AT KENNEDY 1879 REQUIRED.
 JD2524'
 JD2524'HEIGHT OF LIGHT ABOVE STATION - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0990 ***********************************************************************
 GE0990  DESIGNATION -  KENNETT
 GE0990  PID         -  GE0990
 GE0990  STATE/COUNTY-  MO/DUNKLIN
 GE0990  USGS QUAD   -  KENNETT SOUTH (1983)
 GE0990
 GE0990                         *CURRENT SURVEY CONTROL
 GE0990  ___________________________________________________________________
 GE0990* NAD 83(1997)-  36 13 41.25331(N)    090 03 21.06015(W)     ADJUSTED  
 GE0990* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 GE0990  ___________________________________________________________________
 GE0990  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GE0990  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE0990
 GE0990  HORZ ORDER  -  FIRST
 GE0990
 GE0990.The horizontal coordinates were established by classical geodetic methods
 GE0990.and adjusted by the National Geodetic Survey in February 2000..
 GE0990
 GE0990.The orthometric height was scaled from a topographic map.
 GE0990
 GE0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0990
 GE0990.The geoid height was determined by GEOID03.
 GE0990
 GE0990;                    North         East     Units Scale Factor Converg.
 GE0990;SPC MO E     -    43,894.560   289,928.004   MT  0.99995297   +0 15 45.0
 GE0990;SPC AR N     -   211,943.669   574,773.952   MT  0.99999897   +1 07 52.7
 GE0990;SPC AR N     -   695,351.85  1,885,737.54   sFT  0.99999897   +1 07 52.7
 GE0990;UTM  15      - 4,013,271.544   764,618.308   MT  1.00046286   +1 44 27.6
 GE0990;UTM  16      - 4,013,582.590   225,339.322   MT  1.00052960   -1 48 25.7
 GE0990
 GE0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0990!SPC MO E     -   0.99999191  x   0.99995297  =   0.99994488
 GE0990!SPC AR N     -   0.99999191  x   0.99999897  =   0.99999088
 GE0990!UTM  15      -   0.99999191  x   1.00046286  =   1.00045477
 GE0990!UTM  16      -   0.99999191  x   1.00052960  =   1.00052151
 GE0990
 GE0990:                Primary Azimuth Mark                     Grid Az
 GE0990:SPC MO E     -  KENNETT SOUTHEAST MUN TANK               024 51 16.5
 GE0990:SPC AR N     -  KENNETT SOUTHEAST MUN TANK               023 59 08.8
 GE0990:UTM  15      -  KENNETT SOUTHEAST MUN TANK               023 22 33.9
 GE0990:UTM  16      -  KENNETT SOUTHEAST MUN TANK               026 55 27.2
 GE0990
 GE0990|---------------------------------------------------------------------|
 GE0990| PID    Reference Object                     Distance      Geod. Az  |
 GE0990|                                                           dddmmss.s |
 GE0990| GE0989 KENNETT SOUTHEAST MUN TANK          APPROX. 0.7 KM 0250701.5 |
 GE0990| GE0992 KENNETT DUNKLIN CO COMP N TANK      APPROX. 1.8 KM 0271047.4 |
 GE0990| GE1297 KENNETT RM 3                         22.794 METERS 04752     |
 GE0990| CI3990 KENNETT RM 1                         47.908 METERS 04809     |
 GE0990| GE1277 KENNETT RM 5                         81.903 METERS 06026     |
 GE0990| CI3989 KENNETT AZ MK                                      1175500.8 |
 GE0990| CI3991 KENNETT RM 2                         42.398 METERS 12221     |
 GE0990| GE1298 KENNETT RM 4                         17.684 METERS 13443     |
 GE0990| GE0995 KENNETT RADIO STA KBOA MAST         APPROX. 1.8 KM 2581338.9 |
 GE0990| GE1299 KENNETT AZ MK 2                     371.272 METERS 27432     |
 GE0990| GE0997 KENNETT NORTHWEST MUNICIPAL TK      APPROX. 2.0 KM 3312557.6 |
 GE0990|---------------------------------------------------------------------|
 GE0990
 GE0990                          SUPERSEDED SURVEY CONTROL
 GE0990
 GE0990  NAD 83(1997)-  36 13 41.25474(N)    090 03 21.06029(W) AD(       ) 1
 GE0990  NAD 83(1986)-  36 13 41.26566(N)    090 03 21.06097(W) AD(       ) 1
 GE0990  NAD 27      -  36 13 41.02860(N)    090 03 20.72390(W) AD(       ) 1
 GE0990
 GE0990.Superseded values are not recommended for survey control.
 GE0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0990.See file dsdata.txt to determine how the superseded data were derived.
 GE0990
 GE0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6461813272(NAD 83)
 GE0990_MARKER: DS = TRIANGULATION STATION DISK
 GE0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0990_SP_SET: CONCRETE POST
 GE0990_STAMPING: KENNETT 1953
 GE0990_MARK LOGO: CGS   
 GE0990_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0990+STABILITY: SURFACE MOTION
 GE0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0990+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 GE0990
 GE0990  HISTORY     - Date     Condition        Report By
 GE0990  HISTORY     - 1953     MONUMENTED       CGS
 GE0990  HISTORY     - 1953     GOOD             CGS
 GE0990  HISTORY     - 1954     GOOD             CGS
 GE0990  HISTORY     - 1970     GOOD             NGS
 GE0990  HISTORY     - 19880322 GOOD             MOHC
 GE0990  HISTORY     - 19910326 GOOD             NGS
 GE0990  HISTORY     - 20020718 GOOD             USACE
 GE0990
 GE0990                          STATION DESCRIPTION
 GE0990
 GE0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0990'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE KENNETT
 GE0990'CITY PARK, 86 FEET WEST OF THE CENTER OF KENNETT STREET, 71 FEET
 GE0990'NORTHWEST OF THE CENTER OF A DRIVEWAY TO SCHOOL AND 30 FEET
 GE0990'NORTH OF A TRACK ROAD TO THE PARK.  IT IS SET FLUSH AND IS
 GE0990'STAMPED KENNETT 1953.
 GE0990'
 GE0990'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF KENNETT
 GE0990'STREET AND 3 FEET SOUTH SOUTHWEST OF A POWER LINE POLE.  IT
 GE0990'PROJECTS 3 INCHES AND IS STAMPED KENNETT NO 1 1953.
 GE0990'
 GE0990'REFERENCE MARK NO. 2 IS 64 FEET NORTHWEST OF A RAILROAD SWITCH
 GE0990'ARM, 36 FEET EAST OF THE CENTER OF KENNETT STREET AND 2 FEET
 GE0990'NORTHWEST OF A POWER LINE POLE.  IT PROJECTS 4 INCHES AND IS
 GE0990'STAMPED KENNETT NO 2 1953.
 GE0990'
 GE0990'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 179.17 FEET.
 GE0990'
 GE0990'THE AZIMUTH MARK IS 105 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 GE0990'25, 92 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 8
 GE0990'FEET SOUTHWEST OF THE WEST END OF A GATE AND 1 FOOT NORTHWEST
 GE0990'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED KENNETT
 GE0990'1953.
 GE0990'
 GE0990'TO REACH THE STATION FROM THE POST OFFICE IN KENNETT GO SOUTH
 GE0990'AND EAST FOR 0.1 MILE TO THE SOUTHEAST CORNER OF THE SQUARE,
 GE0990'THEN TURN RIGHT AND GO SOUTH ON KENNETT STREET FOR 0.6 MILE TO
 GE0990'THE STATION ON THE RIGHT AS DESCRIBED.
 GE0990'
 GE0990'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON
 GE0990'KENNETT STREET FOR 0.15 MILE TO STATE HIGHWAY 25, TURN LEFT
 GE0990'AND GO EAST ON STATE HIGHWAY 25 FOR 0.25 MILE TO THE AZIMUTH
 GE0990'MARK ON THE RIGHT AS DESCRIBED.
 GE0990'
 GE0990'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 GE0990
 GE0990                          STATION RECOVERY (1953)
 GE0990
 GE0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GE0990'RECOVERED IN GOOD CONDITION.
 GE0990
 GE0990                          STATION RECOVERY (1954)
 GE0990
 GE0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0990'THE STATION MARKS, REFERENCE MARKS NO. 1 AND NO.
 GE0990'2 AND THE AZIMUTH MARK WERE RECOVERED AS
 GE0990'DESCRIBED AND FOUND IN EXCELLENT CONDITION.
 GE0990
 GE0990                          STATION RECOVERY (1970)
 GE0990
 GE0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0990'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK
 GE0990'1 WAS FOUND DESTROYED.  REFERENCE MARK 2 WAS NOT FOUND AND
 GE0990'ASSUMED DESTROYED SINCE THE SITE IS NOW A NEW STREET.  THE
 GE0990'AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED.  IF THE MARK
 GE0990'HAD BEEN FOUND IT WOULD HAVE BEEN OBSTRUCTED TO THE STATION BY A
 GE0990'HOUSING PROJECT.  REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH
 GE0990'MARK WERE SET.  A NEW DESCRIPTION FOLLOW-
 GE0990'
 GE0990'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE KENNETT
 GE0990'CITY PARK WHICH IS 0.6 MILE SOUTH OF THE SOUTHEAST CORNER OF
 GE0990'THE SQUARE, 0.05 MILE SOUTH OF THE INTERSECTION OF KENNETT AND
 GE0990'W NINTH STREETS, 77 FEET SOUTHWEST OF A STREET LIGHT POLE, 87
 GE0990'FEET WEST OF THE CENTERLINE OF KENNETT STREET, 61 FEET SOUTH
 GE0990'OF A 48 INCH OAK TREE, 11 FEET WEST OF AN 8 INCH HOLLY TREE, 23
 GE0990'FEET EAST OF A 14 INCH CATALPA TREE AND 37 FEET NORTH OF THE
 GE0990'CENTERLINE OF A GRADED TRAIL.  THE MONUMENT IS FLUSH AND THE
 GE0990'DISK IS STAMPED KENNETT 1953.
 GE0990'
 GE0990'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON KENNETT
 GE0990'ST. FOR 0.05 MILE TO INTERSECTION OF W NINTH ST., TURN LEFT AND GO
 GE0990'WEST ON W NINTH ST. FOR 0.25 MILE TO INTERSECTION OF S JACKSON
 GE0990'ST.  TURN LEFT AND GO SOUTH ON S JACKSON ST. FOR 0.05 MILE TO
 GE0990'THE SOUTHWEST EDGE OF THE PARK AND THE AZIMUTH MARK AS DESCRIBED.
 GE0990'
 GE0990'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KENNETT 1953 NO 3
 GE0990'1970 SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK ALONG THE
 GE0990'EAST SIDE OF THE PARK, 34 FEET WEST OF THE CENTERLINE OF THE
 GE0990'STREET, 11 FEET NORTH OF THE LIGHT POLE, 58 FEET EAST OF THE OAK
 GE0990'TREE, AND 6 INCHES EAST OF THE WEST EDGE OF THE SIDEWALK.
 GE0990'
 GE0990'REFERENCE MARK 4 IS SET IN A DRILL HOLE IN CONCRETE SIDEWALK.
 GE0990'IT IS A STANDARD DISK STAMPED KENNETT 1953 NO 4 1970, 12 FEET
 GE0990'SOUTH OF THE CENTERLINE OF THE TRAIL, 42 FEET WEST OF THE
 GE0990'CENTERLINE OF THE STREET, 15 FEET NORTHWEST OF THE CENTERLINE
 GE0990'OF DRIVE TO SCHOOL AND 15 FEET NORTHEAST OF A 40 INCH TREE.
 GE0990'
 GE0990'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KENNETT 1953 1970
 GE0990'SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK ALONG THE WEST
 GE0990'SIDE OF THE PARK, 1 FOOT EAST OF THE WEST EDGE OF THE SIDEWALK,
 GE0990'8 FEET NORTHEAST OF A POWER POLE, 29 FEET EAST OF THE CENTERLINE
 GE0990'OF THE STREET, 14 FEET NORTHEAST OF A 20 INCH TREE, 24 FEET
 GE0990'SOUTHWEST OF A 14 INCH OAK TREE, 49 FEET NORTHWEST OF A 12
 GE0990'INCH ELM TREE AND 68 FEET NORTH OF THE SOUTHWEST CORNER OF
 GE0990'THE PARK.
 GE0990'
 GE0990'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE0990'
 GE0990'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT KENNETT
 GE0990
 GE0990                          STATION RECOVERY (1988)
 GE0990
 GE0990'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1988 (NP)
 GE0990'RECOVERED IN GOOD CONDITION.
 GE0990
 GE0990                          STATION RECOVERY (1991)
 GE0990
 GE0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GE0990'STATION MARK, REFERENCE MARKS 3 AND 4, AND AZIMUTH MARK 2 WERE
 GE0990'RECOVERED IN GOOD CONDITION.  A NEW REFERENCE MARK 5 WAS ESTABLISHED
 GE0990'AND OCCUPIED AT THIS TIME.  FIELD DATA CHECKED THE 1970 DATA IN
 GE0990'DIRECTION AND DISTANCE TO THE MARKS AND KENNETT SE MUN TANK 1953.
 GE0990'STATION IS LOCATED IN THE SOUTH SECTION OF KENNETT, IN THE SOUTHEAST
 GE0990'CORNER OF JONES PARK, IN THE SOUTHEAST 1/4 OF SECTION 2, T 18 N, R 9
 GE0990'E.  OWNERSHIP--CITY OF KENNETT, KENNETT, MO 63857.
 GE0990'TO REACH FROM THE FRONT OF THE COURTHOUSE IN KENNETT, GO EAST ON STATE
 GE0990'HIGHWAY 25 (EAST FIRST STREET) FOR 0.15 KM (0.10 MI) TO SLICER STREET
 GE0990'ON THE RIGHT.  TURN RIGHT, SOUTH, ON SLICER STREET FOR 0.81 KM
 GE0990'(0.50 MI) TO A CROSS STREET (NINTH STREET).  CONTINUE AHEAD FOR 0.15
 GE0990'KM (0.10 MI) TO A SLANTED T-INTERSECTION (KENNETT STREET).  BEAR
 GE0990'RIGHT, WEST, ACROSS STREET TO THE SOUTHEAST CORNER OF THE PARK AND
 GE0990'THE STATION.
 GE0990'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 2 CM
 GE0990'BELOW GROUND.  IT IS 26.7 M (87.6 FT) WEST OF THE CENTER OF KENNETT
 GE0990'STREET, 23.7 M (77.8 FT) SOUTHWEST OF A UTILITY POLE WITH STREET
 GE0990'LIGHT, 3.6 M (11.8 FT) WEST OF A 40-CM HOLLY TREE, 7.1 M (23.3 FT)
 GE0990'EAST OF A 50-CM FORKED DECIDUOUS TREE, 10.7 M (35.1 FT)
 GE0990'NORTH-NORTHWEST OF THE NORTH EDGE OF A MACADAM DRIVE, AND 16.5 M
 GE0990'(54.1 FT) NORTH-NORTHWEST OF THE EAST END OF THE PARK PERIMETER
 GE0990'FENCE.
 GE0990'DESCRIBED BY G.R.HEID.
 GE0990
 GE0990                          STATION RECOVERY (2002)
 GE0990
 GE0990'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1299 ***********************************************************************
 GE1299  DESIGNATION -  KENNETT AZ MK 2
 GE1299  PID         -  GE1299
 GE1299  STATE/COUNTY-  MO/DUNKLIN
 GE1299  USGS QUAD   -  KENNETT SOUTH (1983)
 GE1299
 GE1299                         *CURRENT SURVEY CONTROL
 GE1299  ___________________________________________________________________
 GE1299* NAD 83(1997)-  36 13 42.20416(N)    090 03 35.88064(W)     ADJUSTED  
 GE1299* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 GE1299  ___________________________________________________________________
 GE1299  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GE1299  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE1299
 GE1299  HORZ ORDER  -  FIRST
 GE1299
 GE1299.The horizontal coordinates were established by GPS observations
 GE1299.and adjusted by the National Geodetic Survey in February 2000..
 GE1299.No horizontal observational check was made to the station.
 GE1299
 GE1299.The orthometric height was scaled from a topographic map.
 GE1299
 GE1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1299
 GE1299.The geoid height was determined by GEOID03.
 GE1299
 GE1299;                    North         East     Units Scale Factor Converg.
 GE1299;SPC MO E     -    43,922.178   289,557.779   MT  0.99995261   +0 15 36.2
 GE1299;UTM  15      - 4,013,289.610   764,247.304   MT  1.00046044   +1 44 18.9
 GE1299;UTM  16      - 4,013,623.585   224,970.121   MT  1.00053210   -1 48 34.5
 GE1299
 GE1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1299!SPC MO E     -   0.99999191  x   0.99995261  =   0.99994452
 GE1299!UTM  15      -   0.99999191  x   1.00046044  =   1.00045235
 GE1299!UTM  16      -   0.99999191  x   1.00053210  =   1.00052401
 GE1299
 GE1299                          SUPERSEDED SURVEY CONTROL
 GE1299
 GE1299  NAD 83(1997)-  36 13 42.20804(N)    090 03 35.88054(W) AD(       ) 1
 GE1299  NAD 83(1997)-  36 13 42.22219(N)    090 03 35.88090(W) AD(       ) 1
 GE1299
 GE1299.Superseded values are not recommended for survey control.
 GE1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1299.See file dsdata.txt to determine how the superseded data were derived.
 GE1299
 GE1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6424713290(NAD 83)
 GE1299_MARKER: DZ = AZIMUTH MARK DISK
 GE1299_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GE1299_SP_SET: SIDEWALK
 GE1299_STAMPING: KENNETT 1953 1970
 GE1299_MARK LOGO: CGS   
 GE1299_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1299+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 GE1299
 GE1299  HISTORY     - Date     Condition        Report By
 GE1299  HISTORY     - 1970     MONUMENTED       NGS
 GE1299  HISTORY     - 19901101 GOOD             NGS
 GE1299  HISTORY     - 20020718 GOOD             USACE
 GE1299
 GE1299                          STATION DESCRIPTION
 GE1299
 GE1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1299'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) SOUTH OF THE CENTER OF
 GE1299'KENNETT. IN THE SOUTHWEST CORNER OF JONES PARK. OWNERSHIP-CITY OF
 GE1299'KENNETT, WARREN KARSTEN (MAYOR), CITY HALL, 200 CEDAR STREET, KENNETT
 GE1299'MO 63857. PHONE IS 314-888-4011. TO REACH THE STATION FROM THE
 GE1299'SOUTHWEST CORNER OF THE DUNKLIN COUNTY COURTHOUSE (ST. FRANCIS AND
 GE1299'MAIN STREETS) IN THE CENTER OF KENNETT. GO SOUTH ON SOUTH MAIN STREET
 GE1299'FOR 0.83 KM (0.50 MI) TO A T JUNCTION. TURN RIGHT AND GO WEST ON
 GE1299'EAST NINTH STREET FOR 0.26 KM (0.15 MI) TO A CROSS STREET. TURN LEFT
 GE1299'AND GO SOUTH ON JACKSON STREET FOR 0.17 KM (0.10 MI) TO THE STATION
 GE1299'ON THE LEFT JUST BEFORE REACHING A DRIVEWAY. CEMENTED IN A DRILL HOLE
 GE1299'IN THE WEST CONCRETE SIDEWALK OF JONES PARK. THE STATION IS LOCATED
 GE1299'20.8 M (68.2 FT) NORTH FROM THE SOUTHWEST CORNER OF JONES PARK, 14.9
 GE1299'M (48.9 FT) ) NORTHWEST FROM A 14-INCH ELM TREE, 8.9 M (29.2 FT) EAST
 GE1299'FROM THE CENTER OF JACKSON STREET, 7.3 M (24.0 FT) SOUTHWEST FROM A
 GE1299'16-INCH OAK TREE, 2.5 M (8.2 FT) EAST FROM A UTILITY POLE AND 0.3 M
 GE1299'(1.0 FT) EAST FROM THE WEST EDGE OF THE SIDEWALK. THE STATION IS
 GE1299'FLUSH WITH THE GROUND. DESCRIBED BY E.J.HANSMANN.
 GE1299
 GE1299                          STATION RECOVERY (2002)
 GE1299
 GE1299'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0992 ***********************************************************************
 GE0992  DESIGNATION -  KENNETT DUNKLIN CO COMP N TANK
 GE0992  PID         -  GE0992
 GE0992  STATE/COUNTY-  MO/DUNKLIN
 GE0992  USGS QUAD   -  KENNETT SOUTH (1983)
 GE0992
 GE0992                         *CURRENT SURVEY CONTROL
 GE0992  ___________________________________________________________________
 GE0992* NAD 83(1997)-  36 14 32.35298(N)    090 02 48.66807(W)     ADJUSTED  
 GE0992* NAVD 88     -                                                        
 GE0992  ___________________________________________________________________
 GE0992  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GE0992  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GE0992
 GE0992  HORZ ORDER  -  THIRD
 GE0992
 GE0992.The horizontal coordinates were established by classical geodetic methods
 GE0992.and adjusted by the National Geodetic Survey in February 2000..
 GE0992
 GE0992
 GE0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0992
 GE0992.The geoid height was determined by GEOID03.
 GE0992
 GE0992;                    North         East     Units Scale Factor Converg.
 GE0992;SPC MO E     -    45,473.266   290,729.527   MT  0.99995377   +0 16 04.5
 GE0992;SPC AR N     -   213,534.421   575,551.483   MT  1.00000179   +1 08 11.5
 GE0992;SPC AR N     -   700,570.85  1,888,288.49   sFT  1.00000179   +1 08 11.5
 GE0992;UTM  15      - 4,014,871.228   765,379.212   MT  1.00046783   +1 44 48.9
 GE0992;UTM  16      - 4,015,132.203   226,197.836   MT  1.00052380   -1 48 08.7
 GE0992
 GE0992                          SUPERSEDED SURVEY CONTROL
 GE0992
 GE0992  NAD 83(1997)-  36 14 32.35443(N)    090 02 48.66817(W) AD(       ) 4
 GE0992  NAD 83(1986)-  36 14 32.36527(N)    090 02 48.66910(W) AD(       ) 4
 GE0992  NAD 27      -  36 14 32.12700(N)    090 02 48.33400(W) AD(       ) 3
 GE0992
 GE0992.Superseded values are not recommended for survey control.
 GE0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0992.See file dsdata.txt to determine how the superseded data were derived.
 GE0992
 GE0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6537914871(NAD 83)
 GE0992_MARKER: 53 = ELEVATED TANK
 GE0992
 GE0992  HISTORY     - Date     Condition        Report By
 GE0992  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE0992
 GE0992                          STATION DESCRIPTION
 GE0992
 GE0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0992'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF THE CITY
 GE0992'OF KENNETT AND JUST EAST OF THE EAST SIDE OF A LARGE WAREHOUSE.
 GE0992'
 GE0992'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 GE0992'PROPER.  THE OVERALL HEIGHT IS 110 FEET.  THE POINT OBSERVED
 GE0992'UPON WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0997 ***********************************************************************
 GE0997  DESIGNATION -  KENNETT NORTHWEST MUNICIPAL TK
 GE0997  PID         -  GE0997
 GE0997  STATE/COUNTY-  MO/DUNKLIN
 GE0997  USGS QUAD   -  KENNETT SOUTH (1983)
 GE0997
 GE0997                         *CURRENT SURVEY CONTROL
 GE0997  ___________________________________________________________________
 GE0997* NAD 83(1997)-  36 14 39.56122(N)    090 04 00.25372(W)     ADJUSTED  
 GE0997* NAVD 88     -                                                        
 GE0997  ___________________________________________________________________
 GE0997  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GE0997  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GE0997
 GE0997  HORZ ORDER  -  THIRD
 GE0997
 GE0997.The horizontal coordinates were established by classical geodetic methods
 GE0997.and adjusted by the National Geodetic Survey in February 2000..
 GE0997
 GE0997
 GE0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0997
 GE0997.The geoid height was determined by GEOID03.
 GE0997
 GE0997;                    North         East     Units Scale Factor Converg.
 GE0997;SPC MO E     -    45,687.260   288,941.241   MT  0.99995201   +0 15 22.2
 GE0997;SPC AR N     -   213,721.287   573,760.071   MT  1.00000219   +1 07 29.9
 GE0997;SPC AR N     -   701,183.92  1,882,411.17   sFT  1.00000219   +1 07 29.9
 GE0997;UTM  15      - 4,015,039.078   763,585.086   MT  1.00045613   +1 44 06.8
 GE0997;UTM  16      - 4,015,410.824   224,417.422   MT  1.00053585   -1 48 51.4
 GE0997
 GE0997                          SUPERSEDED SURVEY CONTROL
 GE0997
 GE0997  NAD 83(1997)-  36 14 39.56224(N)    090 04 00.25361(W) AD(       ) 4
 GE0997  NAD 83(1986)-  36 14 39.57440(N)    090 04 00.25517(W) AD(       ) 4
 GE0997  NAD 27      -  36 14 39.34200(N)    090 03 59.91800(W) AD(       ) 3
 GE0997
 GE0997.Superseded values are not recommended for survey control.
 GE0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0997.See file dsdata.txt to determine how the superseded data were derived.
 GE0997
 GE0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6358515039(NAD 83)
 GE0997_MARKER: 53 = ELEVATED TANK
 GE0997
 GE0997  HISTORY     - Date     Condition        Report By
 GE0997  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE0997
 GE0997                          STATION DESCRIPTION
 GE0997
 GE0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0997'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY
 GE0997'OF KENNETT AND 180 FEET NORTH OF NORTH STREET.
 GE0997'
 GE0997'IT IS A SIX LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE
 GE0997'TANK PROPER WHICH HAS A DOME SHAPED ROOF.  THE OVERALL HEIGHT
 GE0997'IS 130 FEET.  THE POINT OBSERVED UPON WAS THE TOP AND CENTER
 GE0997'OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0995 ***********************************************************************
 GE0995  DESIGNATION -  KENNETT RADIO STA KBOA MAST
 GE0995  PID         -  GE0995
 GE0995  STATE/COUNTY-  MO/DUNKLIN
 GE0995  USGS QUAD   -  KENNETT SOUTH (1983)
 GE0995
 GE0995                         *CURRENT SURVEY CONTROL
 GE0995  ___________________________________________________________________
 GE0995* NAD 83(1997)-  36 13 29.22418(N)    090 04 32.26134(W)     ADJUSTED  
 GE0995* NAVD 88     -                                                        
 GE0995  ___________________________________________________________________
 GE0995  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 GE0995  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GE0995
 GE0995  HORZ ORDER  -  THIRD
 GE0995
 GE0995.The horizontal coordinates were established by classical geodetic methods
 GE0995.and adjusted by the National Geodetic Survey in February 2000..
 GE0995
 GE0995
 GE0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0995
 GE0995.The geoid height was determined by GEOID03.
 GE0995
 GE0995;                    North         East     Units Scale Factor Converg.
 GE0995;SPC MO E     -    43,515.841   288,151.613   MT  0.99995126   +0 15 02.8
 GE0995;SPC AR N     -   211,538.037   573,003.425   MT  0.99999832   +1 07 11.2
 GE0995;SPC AR N     -   694,021.04  1,879,928.74   sFT  0.99999832   +1 07 11.2
 GE0995;UTM  15      - 4,012,846.905   762,851.388   MT  1.00045137   +1 43 45.0
 GE0995;UTM  16      - 4,013,268.086   223,549.369   MT  1.00054176   -1 49 07.4
 GE0995
 GE0995                          SUPERSEDED SURVEY CONTROL
 GE0995
 GE0995  NAD 83(1997)-  36 13 29.22559(N)    090 04 32.26124(W) AD(       ) 4
 GE0995  NAD 83(1986)-  36 13 29.23643(N)    090 04 32.26303(W) AD(       ) 4
 GE0995  NAD 27      -  36 13 28.99800(N)    090 04 31.93100(W) AD(       ) 3
 GE0995
 GE0995.Superseded values are not recommended for survey control.
 GE0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0995.See file dsdata.txt to determine how the superseded data were derived.
 GE0995
 GE0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6285112847(NAD 83)
 GE0995_MARKER: 53 = ELEVATED TANK
 GE0995
 GE0995  HISTORY     - Date     Condition        Report By
 GE0995  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE0995  HISTORY     - 19880321 GOOD             MOHC
 GE0995
 GE0995                          STATION DESCRIPTION
 GE0995
 GE0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0995'THE STATION IS LOCATED ABOUT 1.5 MILES AIRLINE SOUTHWEST OF
 GE0995'THE CENTER OF KENNETT, ABOUT 0.1 MILE WEST OF STATE HIGHWAY 25
 GE0995'AND ABOUT 300 FEET WEST OF THE WEST SIDE OF KBOA RADIO
 GE0995'BROADCASTING STATION.
 GE0995'
 GE0995'IT IS A TRIANGULAR SHAPED STEEL MAST WITH A RED LIGHT ON
 GE0995'TOP.  THE OVERALL HEIGHT IS 327 FEET.  THE POINT OBSERVED
 GE0995'UPON WAS THE TOP AND CENTER OF THE MAST.
 GE0995'
 GE0995'TO REACH THE STATION FROM THE POST OFFICE IN KENNETT, GO
 GE0995'SOUTH FOR 0.1 MILE TO STATE HIGHWAYS 84 AND 25, TURN RIGHT
 GE0995'AND GO WESTERLY ON THE HIGHWAYS FOR 0.9 MILE TO THE POINT
 GE0995'WHERE STATE HIGHWAY 84 CONTINUES WEST.  TURN LEFT AND GO
 GE0995'SOUTH ON STATE HIGHWAY 25 FOR 0.75 MILE TO THE STATION ON
 GE0995'THE RIGHT AS DESCRIBED.
 GE0995
 GE0995                          STATION RECOVERY (1988)
 GE0995
 GE0995'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1988 (NP)
 GE0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1297 ***********************************************************************
 GE1297  DESIGNATION -  KENNETT RM 3
 GE1297  PID         -  GE1297
 GE1297  STATE/COUNTY-  MO/DUNKLIN
 GE1297  USGS QUAD   -  KENNETT SOUTH (1983)
 GE1297
 GE1297                         *CURRENT SURVEY CONTROL
 GE1297  ___________________________________________________________________
 GE1297* NAD 83(1997)-  36 13 41.74938(N)    090 03 20.38326(W)     ADJUSTED  
 GE1297* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 GE1297  ___________________________________________________________________
 GE1297  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GE1297  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE1297
 GE1297  HORZ ORDER  -  FIRST
 GE1297
 GE1297.The horizontal coordinates were established by GPS observations
 GE1297.and adjusted by the National Geodetic Survey in February 2000..
 GE1297
 GE1297.The orthometric height was scaled from a topographic map.
 GE1297
 GE1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1297
 GE1297.The geoid height was determined by GEOID03.
 GE1297
 GE1297;                    North         East     Units Scale Factor Converg.
 GE1297;SPC MO E     -    43,909.927   289,944.837   MT  0.99995299   +0 15 45.4
 GE1297;UTM  15      - 4,013,287.348   764,634.747   MT  1.00046297   +1 44 28.0
 GE1297;UTM  16      - 4,013,597.347   225,356.709   MT  1.00052949   -1 48 25.3
 GE1297
 GE1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1297!SPC MO E     -   0.99999191  x   0.99995299  =   0.99994490
 GE1297!UTM  15      -   0.99999191  x   1.00046297  =   1.00045488
 GE1297!UTM  16      -   0.99999191  x   1.00052949  =   1.00052140
 GE1297
 GE1297                          SUPERSEDED SURVEY CONTROL
 GE1297
 GE1297  NAD 83(1997)-  36 13 41.75065(N)    090 03 20.38335(W) AD(       ) 1
 GE1297  NAD 83(1997)-  36 13 41.76151(N)    090 03 20.38369(W) AD(       ) 1
 GE1297
 GE1297.Superseded values are not recommended for survey control.
 GE1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1297.See file dsdata.txt to determine how the superseded data were derived.
 GE1297
 GE1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6463513287(NAD 83)
 GE1297_MARKER: DR = REFERENCE MARK DISK
 GE1297_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GE1297_SP_SET: SIDEWALK
 GE1297_STAMPING: KENNETT 1953 NO 3 1970
 GE1297_MARK LOGO: CGS   
 GE1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1297+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1990
 GE1297
 GE1297  HISTORY     - Date     Condition        Report By
 GE1297  HISTORY     - 1970     MONUMENTED       NGS
 GE1297  HISTORY     - 19880322 GOOD             MOHC
 GE1297  HISTORY     - 19901101 GOOD             NGS
 GE1297
 GE1297                          STATION DESCRIPTION
 GE1297
 GE1297'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1988 (NP)
 GE1297'RECOVERED IN GOOD CONDITION.
 GE1297
 GE1297                          STATION RECOVERY (1990)
 GE1297
 GE1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE1297'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) SOUTH OF THE CENTER OF
 GE1297'KENNETT. IN THE SOUTHEAST CORNER OF JONES PARK. OWNERSHIP-CITY OF
 GE1297'KENNETT, WARREN KARSTEN (MAYOR), CITY HALL, 200 CEDAR STREET, KENNETT
 GE1297'MO 63857. PHONE IS 314-888-4011. TO REACH THE STATION FROM THE
 GE1297'SOUTHWEST CORNER OF THE DUNKLIN COUNTY COURTHOUSE (ST. FRANCIS AND
 GE1297'MAIN STREETS) IN THE CENTER OF KENNETT. GO SOUTH ON SOUTH MAIN STREET
 GE1297'FOR 0.83 KM (0.50 MI) TO A T JUNCTION. TURN LEFT AND GO EAST ON
 GE1297'EAST NINTH STREET FOR 0.1 KM (0.05 MI) TO A CROSS STREET. TURN RIGHT
 GE1297'AND GO SOUTH ON KENNETT STREET FOR 0.15 KM (0.10 MI) TO THE STATION
 GE1297'ON THE RIGHT JUST BEFORE REACHING A DRIVEWAY. CEMENTED IN A DRILL
 GE1297'HOLE IN THE EAST CONCRETE SIDEWALK OF JONES PARK. THE STATION IS
 GE1297'LOCATED 23.2 M (76.1 FT) NORTH FROM THE SOUTH END OF A SIDEWALK, 22.8
 GE1297'M (74.8 FT) NORTHEAST FROM KENNETT 1953, 17.7 M (58.1 FT) EAST FROM A
 GE1297'36-INCH OAK TREE, 10.4 M (34.1 FT) WEST FROM THE CENTER OF KENNETT
 GE1297'STREET, 3.4 M (11.2 FT) NORTH FROM A STREET LIGHT POLE AND 0.2 M
 GE1297'(0.7 FT) EAST FROM THE WEST EDGE OF THE SIDEWALK. THE STATION IS
 GE1297'FLUSH WITH THE GROUND. DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1298 ***********************************************************************
 GE1298  DESIGNATION -  KENNETT RM 4
 GE1298  PID         -  GE1298
 GE1298  STATE/COUNTY-  MO/DUNKLIN
 GE1298  USGS QUAD   -  KENNETT SOUTH (1983)
 GE1298
 GE1298                         *CURRENT SURVEY CONTROL
 GE1298  ___________________________________________________________________
 GE1298* NAD 83(1997)-  36 13 40.84961(N)    090 03 20.55698(W)     ADJUSTED  
 GE1298* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 GE1298  ___________________________________________________________________
 GE1298  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GE1298  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE1298
 GE1298  HORZ ORDER  -  FIRST
 GE1298
 GE1298.The horizontal coordinates were established by GPS observations
 GE1298.and adjusted by the National Geodetic Survey in February 2000..
 GE1298
 GE1298.The orthometric height was scaled from a topographic map.
 GE1298
 GE1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1298
 GE1298.The geoid height was determined by GEOID03.
 GE1298
 GE1298;                    North         East     Units Scale Factor Converg.
 GE1298;SPC MO E     -    43,882.175   289,940.626   MT  0.99995298   +0 15 45.3
 GE1298;UTM  15      - 4,013,259.483   764,631.252   MT  1.00046294   +1 44 27.9
 GE1298;UTM  16      - 4,013,569.750   225,351.495   MT  1.00052952   -1 48 25.4
 GE1298
 GE1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1298!SPC MO E     -   0.99999191  x   0.99995298  =   0.99994489
 GE1298!UTM  15      -   0.99999191  x   1.00046294  =   1.00045485
 GE1298!UTM  16      -   0.99999191  x   1.00052952  =   1.00052143
 GE1298
 GE1298                          SUPERSEDED SURVEY CONTROL
 GE1298
 GE1298  NAD 83(1997)-  36 13 40.85099(N)    090 03 20.55726(W) AD(       ) 1
 GE1298  NAD 83(1997)-  36 13 40.86162(N)    090 03 20.55784(W) AD(       ) 1
 GE1298
 GE1298.Superseded values are not recommended for survey control.
 GE1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1298.See file dsdata.txt to determine how the superseded data were derived.
 GE1298
 GE1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6463113259(NAD 83)
 GE1298_MARKER: DR = REFERENCE MARK DISK
 GE1298_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GE1298_SP_SET: SIDEWALK
 GE1298_STAMPING: KENNETT 1953 NO 4 1970
 GE1298_MARK LOGO: CGS   
 GE1298_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1298+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1990
 GE1298
 GE1298  HISTORY     - Date     Condition        Report By
 GE1298  HISTORY     - 1970     MONUMENTED       NGS
 GE1298  HISTORY     - 19880322 MARK NOT FOUND   MOHC
 GE1298  HISTORY     - 19901101 SEE DESCRIPTION  NGS
 GE1298
 GE1298                          STATION DESCRIPTION
 GE1298
 GE1298'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1988 (NP)
 GE1298'MARK NOT FOUND.
 GE1298
 GE1298                          STATION RECOVERY (1990)
 GE1298
 GE1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE1298'AFTER A THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1277 ***********************************************************************
 GE1277  DESIGNATION -  KENNETT RM 5
 GE1277  PID         -  GE1277
 GE1277  STATE/COUNTY-  MO/DUNKLIN
 GE1277  USGS QUAD   -  KENNETT SOUTH (1983)
 GE1277
 GE1277                         *CURRENT SURVEY CONTROL
 GE1277  ___________________________________________________________________
 GE1277* NAD 83(1997)-  36 13 42.56443(N)    090 03 18.20753(W)     ADJUSTED  
 GE1277* NAVD 88     -        80.3    (meters)     263.     (feet)  GPS OBS   
 GE1277  ___________________________________________________________________
 GE1277  X           -      -4,949.880 (meters)                     COMP
 GE1277  Y           -  -5,151,094.908 (meters)                     COMP
 GE1277  Z           -   3,748,703.955 (meters)                     COMP
 GE1277  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GE1277  ELLIP HEIGHT-          51.81  (meters)          (02/17/00) GPS OBS
 GE1277  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE1277
 GE1277  HORZ ORDER  -  FIRST
 GE1277  ELLP ORDER  -  FOURTH    CLASS I
 GE1277
 GE1277.The horizontal coordinates were established by GPS observations
 GE1277.and adjusted by the National Geodetic Survey in February 2000..
 GE1277
 GE1277.The orthometric height was determined by GPS observations and a
 GE1277.high-resolution geoid model.
 GE1277
 GE1277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1277
 GE1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1277
 GE1277.The ellipsoidal height was determined by GPS observations
 GE1277.and is referenced to NAD 83.
 GE1277
 GE1277.The geoid height was determined by GEOID03.
 GE1277
 GE1277;                    North         East     Units Scale Factor Converg.
 GE1277;SPC MO E     -    43,935.297   289,999.054   MT  0.99995304   +0 15 46.7
 GE1277;UTM  15      - 4,013,314.123   764,688.318   MT  1.00046332   +1 44 29.4
 GE1277;UTM  16      - 4,013,620.756   225,411.838   MT  1.00052911   -1 48 24.1
 GE1277
 GE1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1277!SPC MO E     -   0.99999187  x   0.99995304  =   0.99994491
 GE1277!UTM  15      -   0.99999187  x   1.00046332  =   1.00045518
 GE1277!UTM  16      -   0.99999187  x   1.00052911  =   1.00052097
 GE1277
 GE1277:                Primary Azimuth Mark                     Grid Az
 GE1277:SPC MO E     -  KENNETT SOUTHEAST MUN TANK               020 16 19.0
 GE1277:UTM  15      -  KENNETT SOUTHEAST MUN TANK               018 47 36.3
 GE1277:UTM  16      -  KENNETT SOUTHEAST MUN TANK               022 20 29.8
 GE1277
 GE1277|---------------------------------------------------------------------|
 GE1277| PID    Reference Object                     Distance      Geod. Az  |
 GE1277|                                                           dddmmss.s |
 GE1277| GE0989 KENNETT SOUTHEAST MUN TANK          APPROX. 0.6 KM 0203205.7 |
 GE1277| GE1298 KENNETT RM 4                         78.970 METERS 22759     |
 GE1277| GE0990 KENNETT                              81.903 METERS 24026     |
 GE1277| GE1297 KENNETT RM 3                         59.861 METERS 24511     |
 GE1277|---------------------------------------------------------------------|
 GE1277
 GE1277                          SUPERSEDED SURVEY CONTROL
 GE1277
 GE1277  NAD 83(1997)-  36 13 42.56527(N)    090 03 18.20755(W) AD(       ) 1
 GE1277  NAD 83(1997)-  36 13 42.57595(N)    090 03 18.20680(W) AD(       ) 1
 GE1277  NGVD 29 (05/28/98)   80.2    (m)          263.     (f) GPS OBS        
 GE1277
 GE1277.Superseded values are not recommended for survey control.
 GE1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1277.See file dsdata.txt to determine how the superseded data were derived.
 GE1277
 GE1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6468813314(NAD 83)
 GE1277_MARKER: DR = REFERENCE MARK DISK
 GE1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1277_SP_SET: CONCRETE POST
 GE1277_STAMPING: KENNETT 1953 NO 5 1991
 GE1277_MARK LOGO: NGS   
 GE1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1277+STABILITY: SURFACE MOTION
 GE1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1277+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GE1277
 GE1277  HISTORY     - Date     Condition        Report By
 GE1277  HISTORY     - 1991     MONUMENTED       NGS
 GE1277  HISTORY     - 20020718 MARK NOT FOUND   USACE
 GE1277
 GE1277                          STATION DESCRIPTION
 GE1277
 GE1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 GE1277'THIS STATION WAS ESTABLISHED FROM KENNETT 1953 BECAUSE THE LATTER IS
 GE1277'UNSUITABLE FOR GPS OBSERVATIONS.
 GE1277'STATION IS LOCATED IN THE SOUTH SECTION OF KENNETT, ACROSS THE STREET
 GE1277'FROM THE SOUTHEAST CORNER OF JONES PARK, IN THE SOUTH LAWN OF THE
 GE1277'CITY HOUSING AUTHORITY BUILDING, IN THE SOUTHEAST 1/4 OF SECTION 2, T
 GE1277'18 N, R 9 E.  OWNERSHIP--CITY OF KENNETT HOUSING AUTHORITY, KENNETT,
 GE1277'MO 63857.  SUPERVISOR IS TOM BRASSWELL, PHONE 314-888-4612.
 GE1277'TO REACH FROM THE FRONT OF THE COURTHOUSE IN KENNETT, GO EAST ON STATE
 GE1277'HIGHWAY 25 (EAST FIRST STREET) FOR 0.15 KM (0.10 MI) TO SLICER STREET
 GE1277'ON THE RIGHT.  TURN RIGHT, SOUTH, ON SLICER STREET FOR 0.81 KM
 GE1277'(0.50 MI) TO A CROSS STREET (NINTH STREET).  CONTINUE AHEAD FOR 0.10
 GE1277'KM (0.05 MI) TO THE STATION ON THE RIGHT.
 GE1277'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 1 CM
 GE1277'BELOW GROUND.  IT IS 16.9 M (55.4 FT) SOUTH-SOUTHWEST OF THE
 GE1277'SOUTHEAST CORNER OF THE HOUSING AUTHORITY BUILDING, 21.7 M (71.2 FT)
 GE1277'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 44.1 M (144.7 FT)
 GE1277'EAST OF THE CENTER OF KENNETT STREET, AND 15.3 M (50.2 FT)
 GE1277'NORTH-NORTHWEST OF THE CENTER OF SLICER STREET.
 GE1277'DESCRIBED BY G.R.HEID.
 GE1277
 GE1277                          STATION RECOVERY (2002)
 GE1277
 GE1277'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1277'THIS STATION APPEARS TO HAVE BEEN DESTROYED BY NEW SIDEWALK AND
 GE1277'PARKING AREA AT SAID LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0989 ***********************************************************************
 GE0989  DESIGNATION -  KENNETT SOUTHEAST MUN TANK
 GE0989  PID         -  GE0989
 GE0989  STATE/COUNTY-  MO/DUNKLIN
 GE0989  USGS QUAD   -  KENNETT SOUTH (1983)
 GE0989
 GE0989                         *CURRENT SURVEY CONTROL
 GE0989  ___________________________________________________________________
 GE0989* NAD 83(1997)-  36 14 00.56908(N)    090 03 09.88292(W)     ADJUSTED  
 GE0989* NAVD 88     -                                                        
 GE0989  ___________________________________________________________________
 GE0989  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GE0989  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE0989
 GE0989  HORZ ORDER  -  THIRD
 GE0989
 GE0989.The horizontal coordinates were established by classical geodetic methods
 GE0989.and adjusted by the National Geodetic Survey in February 2000..
 GE0989
 GE0989
 GE0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0989
 GE0989.The geoid height was determined by GEOID03.
 GE0989
 GE0989;                    North         East     Units Scale Factor Converg.
 GE0989;SPC MO E     -    44,491.181   290,204.372   MT  0.99995324   +0 15 51.7
 GE0989;SPC AR N     -   212,544.440   575,041.254   MT  1.00000003   +1 07 59.2
 GE0989;SPC AR N     -   697,322.88  1,886,614.51   sFT  1.00000003   +1 07 59.2
 GE0989;UTM  15      - 4,013,875.406   764,879.322   MT  1.00046456   +1 44 35.0
 GE0989;UTM  16      - 4,014,169.178   225,637.228   MT  1.00052759   -1 48 19.9
 GE0989
 GE0989                          SUPERSEDED SURVEY CONTROL
 GE0989
 GE0989  NAD 83(1997)-  36 14 00.57107(N)    090 03 09.87849(W) AD(       ) 4
 GE0989  NAD 83(1986)-  36 14 00.58086(N)    090 03 09.88828(W) AD(       ) 4
 GE0989  NAD 27      -  36 14 00.34500(N)    090 03 09.55100(W) AD(       ) 3
 GE0989
 GE0989.Superseded values are not recommended for survey control.
 GE0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0989.See file dsdata.txt to determine how the superseded data were derived.
 GE0989
 GE0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6487913875(NAD 83)
 GE0989_MARKER: 53 = ELEVATED TANK
 GE0989
 GE0989  HISTORY     - Date     Condition        Report By
 GE0989  HISTORY     - 1953     FIRST OBSERVED   CGS
 GE0989  HISTORY     - 1988     GOOD             USPSQD
 GE0989
 GE0989                          STATION DESCRIPTION
 GE0989
 GE0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0989'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF THE CITY
 GE0989'OF KENNETT, 156 FEET SOUTH OF 4TH. STREET AND 90 FEET SOUTHWEST
 GE0989'OF THE SOUTHWEST CORNER OF THE POWER PLANT.
 GE0989'
 GE0989'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 GE0989'PROPER.  THE OVERALL HEIGHT IS 120 FEET.  THE POINT OBSERVED
 GE0989'UPON WAS THE BALL AT THE APEX OF THE TANK.
 GE0989
 GE0989                          STATION RECOVERY (1988)
 GE0989
 GE0989'RECOVERY NOTE BY US POWER SQUADRON 1988 (NP)
 GE0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1111 ***********************************************************************
 GE1111  CBN         -  This is a Cooperative Base Network Control Station.
 GE1111  PACS        -  This is a Primary Airport Control Station.
 GE1111  DESIGNATION -  KENNPORT
 GE1111  PID         -  GE1111
 GE1111  STATE/COUNTY-  MO/DUNKLIN
 GE1111  USGS QUAD   -  KENNETT SOUTH (1983)
 GE1111
 GE1111                         *CURRENT SURVEY CONTROL
 GE1111  ___________________________________________________________________
 GE1111* NAD 83(1997)-  36 13 55.47723(N)    090 02 06.23990(W)     ADJUSTED  
 GE1111* NAVD 88     -        78.4    (meters)     257.     (feet)  GPS OBS   
 GE1111  ___________________________________________________________________
 GE1111  X           -      -3,152.472 (meters)                     COMP
 GE1111  Y           -  -5,150,859.621 (meters)                     COMP
 GE1111  Z           -   3,749,023.944 (meters)                     COMP
 GE1111  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GE1111  ELLIP HEIGHT-          50.00  (meters)          (09/07/94) GPS OBS
 GE1111  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE1111
 GE1111  HORZ ORDER  -  B
 GE1111  ELLP ORDER  -  FOURTH    CLASS I
 GE1111
 GE1111.This mark is at Kennett Mem Airport (TKX)
 GE1111
 GE1111.The horizontal coordinates were established by GPS observations
 GE1111.and adjusted by the National Geodetic Survey in September 1994..
 GE1111.No horizontal observational check was made to the station.
 GE1111
 GE1111.The orthometric height was determined by GPS observations and a
 GE1111.high-resolution geoid model.
 GE1111.No vertical observational check was made to the station.
 GE1111
 GE1111.GPS derived orthometric heights for airport stations designated as
 GE1111.PACS or SACS are published to 2 decimal places.  This maintains
 GE1111.centimeter relative accuracy between the PACS and SACS.  It does
 GE1111.not indicate centimeter accuracy relative to other marks which are
 GE1111.part of the NAVD 88 network.
 GE1111
 GE1111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1111
 GE1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1111
 GE1111.The ellipsoidal height was determined by GPS observations
 GE1111.and is referenced to NAD 83.
 GE1111
 GE1111.The geoid height was determined by GEOID03.
 GE1111
 GE1111;                    North         East     Units Scale Factor Converg.
 GE1111;SPC MO E     -    44,341.721   291,794.292   MT  0.99995485   +0 16 29.3
 GE1111;UTM  15      - 4,013,766.968   766,473.390   MT  1.00047500   +1 45 12.5
 GE1111;UTM  16      - 4,013,962.273   227,221.612   MT  1.00051690   -1 47 42.0
 GE1111
 GE1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1111!SPC MO E     -   0.99999215  x   0.99995485  =   0.99994700
 GE1111!UTM  15      -   0.99999215  x   1.00047500  =   1.00046715
 GE1111!UTM  16      -   0.99999215  x   1.00051690  =   1.00050905
 GE1111
 GE1111:                Primary Azimuth Mark                     Grid Az
 GE1111:SPC MO E     -  KENNPORT AZ MK                           177 21 20.3
 GE1111:UTM  15      -  KENNPORT AZ MK                           175 52 37.1
 GE1111:UTM  16      -  KENNPORT AZ MK                           179 25 31.6
 GE1111
 GE1111|---------------------------------------------------------------------|
 GE1111| PID    Reference Object                     Distance      Geod. Az  |
 GE1111|                                                           dddmmss.s |
 GE1111| GE1112 KENNPORT AZ MK                      APPROX. 0.7 KM 1773749.6 |
 GE1111|---------------------------------------------------------------------|
 GE1111
 GE1111                          SUPERSEDED SURVEY CONTROL
 GE1111
 GE1111  NAD 83(1986)-  36 13 55.48817(N)    090 02 06.24091(W) AD(       ) 3
 GE1111  NGVD 29 (07/16/90)   78.4    (m)          257.     (f) GPS OBS        
 GE1111
 GE1111.Superseded values are not recommended for survey control.
 GE1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1111.See file dsdata.txt to determine how the superseded data were derived.
 GE1111
 GE1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6647313767(NAD 83)
 GE1111_MARKER: I = METAL ROD
 GE1111_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GE1111_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GE1111_STAMPING: KENNPORT 1989
 GE1111_MARK LOGO: NGS   
 GE1111_PROJECTION: RECESSED 5 CENTIMETERS
 GE1111_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1111+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 GE1111_ROD/PIPE-DEPTH: 29.0 meters
 GE1111_SLEEVE-DEPTH  : 0.91 meters
 GE1111
 GE1111  HISTORY     - Date     Condition        Report By
 GE1111  HISTORY     - 1989     MONUMENTED       NGS
 GE1111  HISTORY     - 19900213 GOOD
 GE1111  HISTORY     - 19931102 GOOD             NGS
 GE1111  HISTORY     - 19940310 GOOD
 GE1111  HISTORY     - 19950706 GOOD             NGS
 GE1111  HISTORY     - 19970219 GOOD             NGS
 GE1111  HISTORY     - 19970306 GOOD             NGS
 GE1111  HISTORY     - 20020718 GOOD             USACE
 GE1111
 GE1111                          STATION DESCRIPTION
 GE1111
 GE1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GE1111'THE STATION IS LOCATED ABOUT 0.56 KM (0.35 MI) SOUTH OF KENNETT, ABOUT
 GE1111'27 KM (16.80 MI) SOUTHWEST OF GIDEON, AT THE JUNCTION OF THE TAXIWAY
 GE1111'AND A TURF RUNWAY AT THE KENNETT MEMORIAL AIRPORT.  OWNERSHIP--CITY OF
 GE1111'KENNETT, CITY HALL KENNETT, MO 63857.  MANAGER IS JOHN MC LAIN, PHONE,
 GE1111'314-888-1339 OR 314-888-2929.
 GE1111'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND
 GE1111'COMBINED HIGHWAYS, US HIGHWAY 412 AND STATE HIGHWAY 84 LOCATED ON THE
 GE1111'EAST SIDE OF KENNETT, GO WEST ON COMBINED HIGHWAYS, U.S.HIGHWAY 412
 GE1111'AND STATE HIGHWAY 84 (FIRST STREET) FOR 0.32 KM (0.20 MI) TO THE
 GE1111'JUNCTION OF AIRPORT ROAD AND FIRE STATION NO.2 ON THE LEFT, TURN LEFT,
 GE1111'SOUTH, ON AIRPORT ROAD FOR 0.3 KM (0.20 MI) TO AIRPORT OFFICE AND
 GE1111'PARKING AREA ON THE LEFT, TURN LEFT, EAST PASSING THROUGH A GATE ONTO
 GE1111'THE APRON, TURN RIGHT, SOUTH ONTO THE TAXIWAY AND GO 0.2 KM (0.10 MI)
 GE1111'TO THE STATION ON THE LEFT, AT THE SOUTH SIDE OF A TURF RUNWAY.
 GE1111'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS ROD DRIVEN INTO THE
 GE1111'GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, LOCATED 52.8 M
 GE1111'(173.2 FT) SOUTH OF THE CENTER OF THE SOUTH ONE OF TWO ENTRANCE RAMPS,
 GE1111'48.5 M (159.1 FT) WEST OF THE CENTER OF THE RUNWAY, 12.65 M (41.5 FT)
 GE1111'EAST OF THE CENTER OF THE TAXIWAY, 3.6 M (11.8 FT) EAST OF A
 GE1111'FIBERGLASS WITNESS POST AND 3.45 M (11.3 FT) EAST OF A TAXIWAY LIGHT.
 GE1111'DESCRIBED BY M.L.M.
 GE1111
 GE1111                          STATION RECOVERY (1990)
 GE1111
 GE1111'RECOVERED 1990
 GE1111'RECOVERED IN GOOD CONDITION.
 GE1111
 GE1111                          STATION RECOVERY (1993)
 GE1111
 GE1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GE1111'THE STATION IS LOCATED ABOUT 0.56 KM (0.35 MI) SOUTH OF KENNETT, ABOUT
 GE1111'27 KM (16.75 MI) SOUTHWEST OF GIDEON, AT THE JUNCTION OF THE TAXIWAY
 GE1111'AND A TURF RUNWAY AT THE KENNETT MEMORIAL AIRPORT. OWNERSHIP--CITY OF
 GE1111'KENNETT, CITY HALL, KENNETT MO 63857.  MANAGER IS JOHN MC LAIN, PHONE
 GE1111'314-888-1339 OR 314-888-2929.
 GE1111'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND
 GE1111'COMBINED HIGHWAYS, U.S. HIGHWAY 412 AND STATE HIGHWAY 84 LOCATED ON
 GE1111'THE EAST SIDE OF KENNETT, GO WEST ON COMBINED HIGHWAYS U.S. HIGHWAY
 GE1111'412 AND STATE HIGHWAY 84 (FIRST STREET) FOR 0.32 KM (0.20 MI) TO THE
 GE1111'JUNCTION OF AIRPORT ROAD AND FIRE STATION NO.2 ON THE LEFT, TURN
 GE1111'LEFT, SOUTH, ON AIRPORT ROAD FOR 0.3 KM (0.20 MI) TO AIRPORT OFFICE
 GE1111'AND PARKING AREA ON THE LEFT, TURN LEFT, EAST, PASSING THROUGH A GATE
 GE1111'ONTO THE APRON, TURN RIGHT, SOUTH, ONTO THE TAXIWAY AND GO 0.2 KM
 GE1111'(0.10 MI) TO THE STATION ON THE LEFT, AT THE SOUTH SIDE OF A TURF
 GE1111'RUNWAY.
 GE1111'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROAD DRIVEN TO
 GE1111'THE DEPTH OF 29.0 M (95.1 FT) WITH A 1.0 M (3.3 FT) SLEEVE ENCASED IN
 GE1111'A 5-INCH PVC PIPE WITH A LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GE1111'52.8 M (173.2 FT) SOUTH OF THE CENTER OF THE SOUTH ONE OF TWO
 GE1111'ENTRANCE RAMPS, 48.5 M (159.1 FT) WEST OF THE CENTER OF THE RUNWAY,
 GE1111'12.65 M (41.50 FT) EAST OF THE CENTER OF THE TAXIWAY, 3.6 M
 GE1111'(11.8 FT) EAST OF A FIBERGLASS WITNESS POST AND 3.45 M (11.32 FT)
 GE1111'EAST OF A TAXIWAY LIGHT.
 GE1111
 GE1111                          STATION RECOVERY (1994)
 GE1111
 GE1111'RECOVERED 1994
 GE1111'RECOVERED IN GOOD CONDITION.
 GE1111
 GE1111                          STATION RECOVERY (1995)
 GE1111
 GE1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 GE1111'RECOVERED AS DESCRIBED.
 GE1111
 GE1111                          STATION RECOVERY (1997)
 GE1111
 GE1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE1111'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF KENNETT, SOUTH OF
 GE1111'U.S. HIGHWAY 412 AND STATE HIGHWAY 84, AT THE KENNETT MEMORIAL
 GE1111'AIRPORT, IN THE GRASS, SOUTH-SOUTHEAST OF THE JUNCTION OF A TURF
 GE1111'RUNWAY AND THE MAIN TAXIWAY, EAST OF AND IN LINE WITH THE FIRST
 GE1111'TAXIWAY LIGHT AND SHORT WITNESS POST SOUTH OF THE JUNCTION.
 GE1111'OWNERSHIP--CITY OF KENNETT, CITY HALL, KENNETT MO 63857.  AIRPORT
 GE1111'MANAGER JOHN MC LAIN, PHONE 573-888-1339 OR 573-888-2929.  TO REACH
 GE1111'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 84 AND U.S.
 GE1111'HIGHWAY 412 AT THE SOUTHEAST EDGE OF KENNETT, GO WEST FOR 0.32 KM
 GE1111'(0.20 MI) ALONG HIGHWAYS 84 AND 412 (FIRST STREET), TO FIRE STATION
 GE1111'NO. 2 AND AIRPORT ROAD ON THE LEFT.  TURN LEFT, SOUTH FOR 0.3 KM (0.20
 GE1111'MI) ALONG AIRPORT ROAD TO THE AIRPORT OFFICE AND PARKING AREA ON THE
 GE1111'LEFT.  TURN LEFT, EAST, PASSING THROUGH A GATE ONTO THE APRON.  TURN
 GE1111'RIGHT, SOUTH FOR 0.2 KM (0.10 MI) ACROSS APRON AND ALONG THE MAIN TAXI
 GE1111'CROSSING THE TURF RUNWAY TO THE STATION ON THE LEFT, IN LINE WITH THE
 GE1111'TAXI LIGHT AND WITNESS POST.  THE DATUM POINT IS A PUNCH MARK ON THE
 GE1111'TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 29.0 M (95.1
 GE1111'FT) IN A GREASE-FILLED SLEEVE 0.9 M (3.0 FT) LONG, ENCASED IN A 5-INCH
 GE1111'PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  ACCESS TO THE
 GE1111'DATUM POINT IS THROUGH THE 5-INCH LOGO CAP. LOCATED 48.5 M (159.1 FT)
 GE1111'WEST OF THE RUNWAY CENTER, 12.65 M (41.50 FT) EAST OF THE MAIN TAXIWAY
 GE1111'CENTER, 3.6 M (11.8 FT) EAST OF A SHORT WITNESS POST, 3.45 M (11.32
 GE1111'FT) EAST OF AND IN LINE WITH A TAXIWAY LIGHT, ABOUT 0.1 M (0.3 FT)
 GE1111'BELOW THE MAIN TAXI LEVEL AND RECESSED ABOUT 5 CM BELOW GROUND.
 GE1111'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 GE1111'AIRPORT CONTROL STATION.  THE SLEEVE DEPTH DOES NOT MEET THE
 GE1111'SPECIFICATION FOR A CLASS A ROD MARK.
 GE1111
 GE1111                          STATION RECOVERY (1997)
 GE1111
 GE1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE1111'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF KENNETT, MO., SOUTH
 GE1111'OF U.S.  HIGHWAY 412 AND STATE HIGHWAY 84, AT THE KENNETT MENORIAL
 GE1111'AIRPORT (TKX) , IN THE GRASS, SOUTH-SOUTHEAST OF THE JUNCTION OF A
 GE1111'TURF RUNWAY AND THE MAIN TAXIWAY, EAST OF AND IN LINE WITH THE FIRST
 GE1111'TAXIWAY LIGHT AND SHORT WITNESS POST SOUTH OF THE JUNCTION.
 GE1111'OWNERSHIP--CITY OF KENNETT, CITY HALL, KENNETT, MO.  63857.  AIRPORT
 GE1111'MANAGER JOHN MC LAIN, PHONE 573-888-1339 OR 573-888-2929.  NOTE--THIS
 GE1111'STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION, AND IS A NEW
 GE1111'MADRID FAULT SEISMIC ZONE STATION.  TO REACH THE STATION FROM THE
 GE1111'JUNCTION OF STATE HIGHWAYS 25 AND 84 AND U.S.  HIGHWAY 412 AT THE
 GE1111'SOUTHEAST EDGE OF KENNETT, GO WEST, 0.32 KM (0.20 MI) ALONG HIGHWAYS
 GE1111'84 AND 412 (FIRST STREET) , TO FIRE STATION NO.  2 AND AIRPORT ROAD ON
 GE1111'THE LEFT.  TURN LEFT, SOUTH, 0.3 KM (0.20 MI) ALONG AIRPORT ROAD TO
 GE1111'THE AIRPORT OFFICE AND PARKING AREA ON THE LEFT.  TURN LEFT, EAST,
 GE1111'PASSING THROUGH A GATE ONTO THE APRON.  TURN RIGHT, SOUTH, 0.2 KM
 GE1111'(0.10 MI) ACROSS APRON AND ALONG THE MAIN TAXIWAY CROSSING THE TURF
 GE1111'RUNWAY TO THE STATION ON THE LEFT, IN LINE WITH THE TAXIWAY LIGHT AND
 GE1111'WITNESS POST.  THE STATION IS 48.5 M (159.1 FT) WEST OF THE RUNWAY
 GE1111'CENTER, 12.65 M (41.50 FT) EAST OF THE MAIN TAXIWAY CENTER, 3.6 M
 GE1111'(11.8 FT) EAST OF A SHORT WITNESS POST, 3.45 M (11.32 FT) EAST OF AND
 GE1111'IN LINE WITH A TAXIWAY LIGHT, AND THE STATION IS ABOUT 0.1 M (0.3 FT)
 GE1111'BELOW THE MAIN TAXIWAY LEVEL AND RECESSED ABOUT 5-CM BELOW THE GROUND
 GE1111'SURFACE.  BY R.G.  HAYES.  NOTE--THE DATUM POINT IS A PUNCH MARK ON
 GE1111'THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 29.0 M,
 GE1111'(95.1 FT) IN A GREASE FILLED SLEEVE 0.91 M (2.99 FT) LONG, ENCASED IN
 GE1111'A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY CONCRETE.  ACCESS
 GE1111'TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 GE1111
 GE1111                          STATION RECOVERY (2002)
 GE1111
 GE1111'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1112 ***********************************************************************
 GE1112  SACS        -  This is a Secondary Airport Control Station.
 GE1112  DESIGNATION -  KENNPORT AZ MK
 GE1112  PID         -  GE1112
 GE1112  STATE/COUNTY-  MO/DUNKLIN
 GE1112  USGS QUAD   -  KENNETT SOUTH (1983)
 GE1112
 GE1112                         *CURRENT SURVEY CONTROL
 GE1112  ___________________________________________________________________
 GE1112* NAD 83(1997)-  36 13 31.58972(N)    090 02 05.01992(W)     ADJUSTED  
 GE1112* NAVD 88     -        78.     (meters)     256.     (feet)  VERTCON   
 GE1112  ___________________________________________________________________
 GE1112  X           -      -3,122.270 (meters)                     COMP
 GE1112  Y           -  -5,151,294.305 (meters)                     COMP
 GE1112  Z           -   3,748,429.642 (meters)                     COMP
 GE1112  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GE1112  ELLIP HEIGHT-          49.39  (meters)          (02/17/00) GPS OBS
 GE1112  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GE1112
 GE1112  HORZ ORDER  -  THIRD
 GE1112  ELLP ORDER  -  FOURTH    CLASS I
 GE1112
 GE1112.This mark is at Kennett Mem Airport (TKX)
 GE1112
 GE1112.The horizontal coordinates were established by GPS observations
 GE1112.and adjusted by the National Geodetic Survey in February 2000..
 GE1112.No horizontal observational check was made to the station.
 GE1112
 GE1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1112
 GE1112.GPS derived orthometric heights for airport stations designated as
 GE1112.PACS or SACS are published to 2 decimal places.  This maintains
 GE1112.centimeter relative accuracy between the PACS and SACS.  It does
 GE1112.not indicate centimeter accuracy relative to other marks which are
 GE1112.part of the NAVD 88 network.
 GE1112
 GE1112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1112
 GE1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1112
 GE1112.The ellipsoidal height was determined by GPS observations
 GE1112.and is referenced to NAD 83.
 GE1112
 GE1112.The geoid height was determined by GEOID03.
 GE1112
 GE1112;                    North         East     Units Scale Factor Converg.
 GE1112;SPC MO E     -    43,605.621   291,828.289   MT  0.99995488   +0 16 29.9
 GE1112;UTM  15      - 4,013,031.608   766,526.397   MT  1.00047535   +1 45 12.2
 GE1112;UTM  16      - 4,013,225.012   227,229.007   MT  1.00051685   -1 47 40.3
 GE1112
 GE1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1112!SPC MO E     -   0.99999225  x   0.99995488  =   0.99994713
 GE1112!UTM  15      -   0.99999225  x   1.00047535  =   1.00046759
 GE1112!UTM  16      -   0.99999225  x   1.00051685  =   1.00050909
 GE1112
 GE1112:                Primary Azimuth Mark                     Grid Az
 GE1112:SPC MO E     -  KENNPORT                                 357 21 20.4
 GE1112:UTM  15      -  KENNPORT                                 355 52 38.1
 GE1112:UTM  16      -  KENNPORT                                 359 25 30.6
 GE1112
 GE1112|---------------------------------------------------------------------|
 GE1112| PID    Reference Object                     Distance      Geod. Az  |
 GE1112|                                                           dddmmss.s |
 GE1112| GE1111 KENNPORT                            APPROX. 0.7 KM 3573750.3 |
 GE1112|---------------------------------------------------------------------|
 GE1112
 GE1112                          SUPERSEDED SURVEY CONTROL
 GE1112
 GE1112  NAD 83(1997)-  36 13 31.58972(N)    090 02 05.01992(W) AD(       ) 3
 GE1112  NAD 83(1986)-  36 13 31.60067(N)    090 02 05.02093(W) AD(       ) 3
 GE1112  NGVD 29 (07/16/90)   78.     (m)          256.     (f) GPS OBS        
 GE1112
 GE1112.Superseded values are not recommended for survey control.
 GE1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1112.See file dsdata.txt to determine how the superseded data were derived.
 GE1112
 GE1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6652613032(NAD 83)
 GE1112_MARKER: DZ = AZIMUTH MARK DISK
 GE1112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE1112_SP_SET: 6X5X4-FT CONCRETE CATCH BASIN
 GE1112_STAMPING: KENNPORT AZ MK 1989
 GE1112_MARK LOGO: NGS   
 GE1112_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1112+STABILITY: SURFACE MOTION
 GE1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1112+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 GE1112
 GE1112  HISTORY     - Date     Condition        Report By
 GE1112  HISTORY     - 1989     MONUMENTED       NGS
 GE1112  HISTORY     - 19900213 GOOD
 GE1112  HISTORY     - 19970219 GOOD             NGS
 GE1112  HISTORY     - 20020718 GOOD             USACE
 GE1112
 GE1112                          STATION DESCRIPTION
 GE1112
 GE1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GE1112'THE STATION IS LOCATED ABOUT 0.56 KM (0.35 MI) SOUTH OF KENNETT, ABOUT
 GE1112'27 KM (16.80 MI) SOUTHWEST OF GIDEON, NORTHWEST OF THE END OF RUNWAY
 GE1112'36 IN THE TOP OF THE NORTHWEST CORNER OF THE HEAD WALL OF A CONCRETE
 GE1112'CATCH BASIN AT THE KENNETT MEMORIAL AIRPORT.  OWNERSHIP--CITY OF
 GE1112'KENNETT, CITY HALL KENNETT, MO 63857.  MANAGER IS JOHN MC LAIN, PHONE,
 GE1112'314-888-1339 OR 314-888-2929.
 GE1112'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND
 GE1112'COMBINED HIGHWAYS, US HIGHWAY 412 AND STATE HIGHWAY 84 LOCATED ON THE
 GE1112'EAST SIDE OF KENNETT, GO WEST ON COMBINED HIGHWAYS, U.S.HIGHWAY 412
 GE1112'AND STATE HIGHWAY 84 (FIRST STREET) FOR 0.32 KM (0.20 MI) TO THE
 GE1112'JUNCTION OF AIRPORT ROAD AND FIRE STATION NO.2 ON THE LEFT, TURN LEFT,
 GE1112'SOUTH, ON AIRPORT ROAD FOR 0.3 KM (0.20 MI) TO AIRPORT OFFICE AND
 GE1112'PARKING AREA ON THE LEFT, TURN LEFT, EAST PASSING THROUGH A GATE ONTO
 GE1112'THE APRON, TURN RIGHT, SOUTH ONTO THE TAXIWAY AND GO 1.0 KM (0.60 MI)
 GE1112'TO THE END OF THE TAXIWAY AND THE STATION ON THE LEFT, IN TOP OF THE
 GE1112'NORTWEST CORNER OF THE CONCRETE HEADWALL OF A CATCHBASIN.
 GE1112'THE STATION IS A STANDARD HORIZONTIAL AZIMUTH MARK DISK SET IN TOP OF
 GE1112'THE NORTHWEST CORNER OF THE HEADWALL OF A CONCRETE CATCH BASIN,
 GE1112'LOCATED 36.9 M (121.1 FT) WEST OF THE CENTER OF THE RUNWAY, 23.7 M
 GE1112'(77.8 FT) EAST OF THE CENTER OF THE TAXIWAY, 17.6 M (57.7 FT) NORTH OF
 GE1112'THE CENTER OF THE ENTRANCE RAMP OF RUNWAY 36 AND 0.2 M (0.7 FT)
 GE1112'SOUTEAST OF A FIBERGLASS WITNESS POST.
 GE1112'DESCRIBED BY M.L.M.
 GE1112
 GE1112                          STATION RECOVERY (1990)
 GE1112
 GE1112'RECOVERED 1990
 GE1112'RECOVERED IN GOOD CONDITION.
 GE1112
 GE1112                          STATION RECOVERY (1997)
 GE1112
 GE1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE1112'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF KENNETT, MO., SOUTH
 GE1112'OF U.S.  HIGHWAY 412 AND STATE HIGHWAY 84, AT THE KENNETT MEMORIAL
 GE1112'AIRPORT (TKX) , NEAR THE CENTER SOUTH END OF THE LAST GRASS MEDIAN
 GE1112'WEST OF RUNWAY END 36, SET IN TOP OF THE NORTHWEST CORNER OF A
 GE1112'6X5X4-FOOT DEEP CONCRETE CATCH BASIN.  OWNERSHIP--CITY OF KENNETT,
 GE1112'CITY HALL, KENNETT, MO.  63857.  AIRPORT MANAGER JOHN MC LAIN, PHONE
 GE1112'573-888-1339 OR 573-888-2929.  NOTE--THIS STATION IS A SECONDARY
 GE1112'AIRPORT CONTROL STATION (SACS) .  TO REACH THE STATION FROM THE
 GE1112'JUNCTION OF STATE HIGHWAYS 25 AND 84 AND U.S.  HIGHWAY 412 AT THE
 GE1112'SOUTHEAST EDGE OF KENNETT, GO WEST, 0.32 KM (0.20 MI) ALONG HIGHWAYS
 GE1112'84 AND 412 (FIRST STREET) , TO FIRE STATION NO.  2 AND AIRPORT ROAD ON
 GE1112'THE LEFT.  TURN LEFT, SOUTH, 0.3 KM (0.20 MI) ALONG AIRPORT ROAD TO
 GE1112'THE AIRPORT OFFICE AND PARKING AREA ON THE LEFT.  TURN LEFT, EAST,
 GE1112'PASSING THROUGH A GATE ONTO THE APRON.  TURN RIGHT, SOUTH, 1.0 KM
 GE1112'(0.60 MI) ACROSS APRON AND ALONG THE MAIN TAXI TO ITS END AND THE
 GE1112'STATION ON THE LEFT, NEAR THE CENTER OF THE MEDIAN.  STATION IS 36.9 M
 GE1112'(121.1 FT) WEST OF THE RUNWAY CENTER, 23.7 M (77.8 FT) EAST OF THE
 GE1112'MAIN TAXI CENTERLINE, 17.6 M (57.7 FT) NORH OF THE END TAXI/RAMP
 GE1112'CENTERLINE AT RUNWAY END 36, AND THE STATION IS ABOUT 0.3 M (1.0 FT)
 GE1112'BELOW THE END TAXI/RAMP LEVEL AND RECESSED ABOUT 4-CM BELOW THE GROUND
 GE1112'SURFACE AND FLUSH WITH THE TOP OF THE CATCH BASIN.  BY R.G. HAYES
 GE1112
 GE1112                          STATION RECOVERY (2002)
 GE1112
 GE1112'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0991 ***********************************************************************
 GE0991  SACS        -  This is a Secondary Airport Control Station.
 GE0991  DESIGNATION -  KENPORT RESET
 GE0991  PID         -  GE0991
 GE0991  STATE/COUNTY-  MO/DUNKLIN
 GE0991  USGS QUAD   -  KENNETT SOUTH (1983)
 GE0991
 GE0991                         *CURRENT SURVEY CONTROL
 GE0991  ___________________________________________________________________
 GE0991* NAD 83(1997)-  36 14 07.39717(N)    090 02 15.12396(W)     ADJUSTED  
 GE0991* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GE0991  ___________________________________________________________________
 GE0991  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GE0991  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 GE0991
 GE0991  HORZ ORDER  -  SECOND
 GE0991
 GE0991.This mark is at Kennett Mem Airport (TKX)
 GE0991
 GE0991.The horizontal coordinates were established by classical geodetic methods
 GE0991.and adjusted by the National Geodetic Survey in February 2000..
 GE0991
 GE0991.The orthometric height was scaled from a topographic map.
 GE0991
 GE0991.GPS derived orthometric heights for airport stations designated as
 GE0991.PACS or SACS are published to 2 decimal places.  This maintains
 GE0991.centimeter relative accuracy between the PACS and SACS.  It does
 GE0991.not indicate centimeter accuracy relative to other marks which are
 GE0991.part of the NAVD 88 network.
 GE0991
 GE0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0991
 GE0991.The geoid height was determined by GEOID03.
 GE0991
 GE0991;                    North         East     Units Scale Factor Converg.
 GE0991;SPC MO E     -    44,708.049   291,570.700   MT  0.99995462   +0 16 24.1
 GE0991;SPC AR N     -   212,782.008   576,404.199   MT  1.00000041   +1 08 31.0
 GE0991;SPC AR N     -   698,102.30  1,891,086.11   sFT  1.00000041   +1 08 31.0
 GE0991;UTM  15      - 4,014,127.591   766,240.299   MT  1.00047347   +1 45 07.8
 GE0991;UTM  16      - 4,014,336.649   227,011.279   MT  1.00051832   -1 47 47.8
 GE0991
 GE0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0991!SPC MO E     -   0.99999175  x   0.99995462  =   0.99994637
 GE0991!SPC AR N     -   0.99999175  x   1.00000041  =   0.99999216
 GE0991!UTM  15      -   0.99999175  x   1.00047347  =   1.00046522
 GE0991!UTM  16      -   0.99999175  x   1.00051832  =   1.00051007
 GE0991
 GE0991:                Primary Azimuth Mark                     Grid Az
 GE0991:SPC MO E     -  KENPORT AZ MK 2                          119 28 05.6
 GE0991:SPC AR N     -  KENPORT AZ MK 2                          118 35 58.7
 GE0991:UTM  15      -  KENPORT AZ MK 2                          117 59 21.9
 GE0991:UTM  16      -  KENPORT AZ MK 2                          121 32 17.5
 GE0991
 GE0991|---------------------------------------------------------------------|
 GE0991| PID    Reference Object                     Distance      Geod. Az  |
 GE0991|                                                           dddmmss.s |
 GE0991| CI3992 KENPORT AZ MK 2                                    1194429.7 |
 GE0991| GE0993 KENPORT AZ MK                       APPROX. 0.5 KM 1811254.9 |
 GE0991| CI3993 KENPORT RM 1                         12.981 METERS 22539     |
 GE0991| GE0989 KENNETT SOUTHEAST MUN TANK          APPROX. 1.4 KM 2611516.0 |
 GE0991| CI3994 KENPORT RM 2                         12.052 METERS 31004     |
 GE0991| GE0992 KENNETT DUNKLIN CO COMP N TANK      APPROX. 1.1 KM 3123358.6 |
 GE0991|---------------------------------------------------------------------|
 GE0991
 GE0991                          SUPERSEDED SURVEY CONTROL
 GE0991
 GE0991  NAD 83(1997)-  36 14 07.39866(N)    090 02 15.12408(W) AD(       ) 2
 GE0991  NAD 83(1986)-  36 14 07.40947(N)    090 02 15.12487(W) AD(       ) 2
 GE0991  NAD 27      -  36 14 07.17350(N)    090 02 14.78700(W) AD(       ) 2
 GE0991
 GE0991.Superseded values are not recommended for survey control.
 GE0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0991.See file dsdata.txt to determine how the superseded data were derived.
 GE0991
 GE0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6624014128(NAD 83)
 GE0991_MARKER: DS = TRIANGULATION STATION DISK
 GE0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0991_STAMPING: KENPORT 1953 1970
 GE0991_MARK LOGO: CGS   
 GE0991_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0991+STABILITY: SURFACE MOTION
 GE0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0991+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 GE0991
 GE0991  HISTORY     - Date     Condition        Report By
 GE0991  HISTORY     - 1953     MONUMENTED       CGS
 GE0991  HISTORY     - 1970     GOOD             NGS
 GE0991  HISTORY     - 19970219 GOOD             NGS
 GE0991  HISTORY     - 20020718 GOOD             USACE
 GE0991
 GE0991                          STATION DESCRIPTION
 GE0991
 GE0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GE0991'THE STATION IS LOCATED ABOUT 1 MILE EAST OF KENNETT, 34 FEET
 GE0991'SOUTHWEST OF THE SOUTH END OF THE BLEACHERS, 30 FEET EAST OF A
 GE0991'NORTH-SOUTH FENCE LINE AND 18 FEET NORTHWEST OF THE LADIES REST
 GE0991'ROOM.  IT IS SET FLUSH AND IS STAMPED KENPORT 1953.
 GE0991'
 GE0991'REFERENCE MARK NO. 1 IS 36 FEET WEST SOUTHWEST OF THE LADIES REST
 GE0991'ROOM AND 6 INCHES EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 GE0991'3 INCHES AND IS STAMPED KENPORT NO 1 1953.
 GE0991'
 GE0991'REFERENCE MARK NO. 2 IS 1.5 FEET SOUTH OF A WITNESS POST AND 6
 GE0991'INCHES EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4 INCHES
 GE0991'AND IS STAMPED KENPORT NO 2 1953.
 GE0991'
 GE0991'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 55.20 FEET.
 GE0991'
 GE0991'THE AZIMUTH MARK IS 5.5 FEET SOUTHEAST OF A WITNESS POST AND 4.5
 GE0991'FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH AND IS
 GE0991'STAMPED KENPORT 1953.
 GE0991'
 GE0991'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KENNETT GO EAST
 GE0991'ON STATE HIGHWAYS 25 AND 84 FOR 0.9 MILE TO A T ROAD RIGHT,
 GE0991'TURN RIGHT AND THEN GO SOUTHWEST ON TRACK ROAD FOR 0.1 MILE TO
 GE0991'THE SOUTH END OF THE BLEACHERS AND THE STATION AS DESCRIBED.
 GE0991'
 GE0991'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH, ACROSS FIELD,
 GE0991'FOR 0.2 MILE TO A GRAVELED ROAD AND A GATE, CROSS ROAD AND PASS
 GE0991'THROUGH GATE AND CONTINUE SOUTH FOR 0.2 MILE TO THE AZIMUTH MARK
 GE0991'ON THE RIGHT AS DESCRIBED.
 GE0991
 GE0991                          STATION RECOVERY (1970)
 GE0991
 GE0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GE0991'THE UNDERGROUND STATION MARK AND REFERENCE MARKS WERE FOUND IN
 GE0991'GOOD CONDITION AFTER A LONG SEARCH.  THE AZIMUTH MARK WAS NOT
 GE0991'FOUND WITH EXISTING MEASUREMENTS AND A CONCRETE BLOCK BUILDING
 GE0991'ON LINE PREVENTED SEARCH BY ANGLES.  A NEW SURFACE STATION MARK
 GE0991'AND AZIMUTH MARK WERE SET.  THE DISTANCE TO THE REFERENCE MARKS
 GE0991'CHECKED AS DID THE DIRECTION BETWEEN THEM.  A NEW DESCRIPTION
 GE0991'FOLLOWS-
 GE0991'
 GE0991'THE STATION IS LOCATED AT THE EAST EDGE OF KENNETT IN THE
 GE0991'NORTHWEST CORNER OF THE FAIRGROUNDS, 174 FEET SOUTHWEST OF A LIGHT
 GE0991'POLE, 91 FEET NORTHEAST OF A POWER POLE, 139 FEET NORTH OF THE
 GE0991'NORTHWEST CORNER OF A CONCRETE BLOCK OFFICE BUILDING, 136 FEET
 GE0991'SOUTHEAST OF A POWER POLE, 31 FEET EAST OF A CYCLONE FENCE, 160
 GE0991'FEET WEST OF A LIGHT POLE, 266 FEET SOUTHWEST OF THE SOUTHWEST
 GE0991'CORNER OF THE AMERICAN LEGION COMMUNITY BUILDING, 1 FOOT NORTH
 GE0991'OF A METAL WITNESS POST AND ABOUT 45 FEET EAST OF THE EAST
 GE0991'CORNER OF A BRICK BUILDING SMITH AND SON AUTOMATIC TRANSMISSION.
 GE0991'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KENPORT 1953
 GE0991'1970.
 GE0991'
 GE0991'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05
 GE0991'MILE TO A ROAD.  TURN LEFT AND GO NORTH ON THE ROAD FOR 0.05 MILE
 GE0991'TO JUNCTION OF STATE HIGHWAYS 84 AND 25.  TURN RIGHT AND GO
 GE0991'EAST ON THE HIGHWAY FOR 0.15 MILE TO THEIR JUNCTION.  CONTINUE
 GE0991'EAST ON HIGHWAY 84 FOR 0.35 MILE TO A DRIVEWAY RIGHT TO THE
 GE0991'COUNTRY CLUB.  TURN RIGHT AND GO SOUTHWEST ON THE DRIVE FOR
 GE0991'0.4 MILE TO THE COUNTRY CLUB AND THE GOLF PRO SHOP ON THE WEST
 GE0991'SIDE OF THE CLUB AND THE AZIMUTH MARK AS DESCRIBED.
 GE0991'
 GE0991'REFERENCE MARK 1 IS 56 FEET NORTH OF A POWER POLE, 1 FOOT EAST
 GE0991'OF THE FENCE AND 109 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GE0991'OFFICE BUILDING.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GE0991'IS STAMPED KENPORT NO 1 1953.
 GE0991'
 GE0991'REFERENCE MARK 2 IS 107 FEET SOUTH OF A POWER POLE AND 1 FOOT EAST
 GE0991'OF THE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GE0991'STAMPED KENPORT NO 2 1953.
 GE0991'
 GE0991'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 GE0991'NORTHEAST CORNER OF THE CONCRETE PATIO AT THE EAST SIDE OF THE
 GE0991'GOLF PRO SHOP, ABOUT 200 FEET WEST OF THE WEST SIDE OF THE
 GE0991'COUNTRY CLUB, 10 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GE0991'SHOP, 38 FEET WEST OF THE NORTHWEST CORNER OF FENCE AROUND
 GE0991'SWIMMING POOL, 25 FEET WEST OF A LIGHT POLE AND 1 FOOT SOUTHWEST
 GE0991'OF THE CORNER OF THE PATIO.
 GE0991'
 GE0991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT KENNETT
 GE0991'
 GE0991'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GE0991
 GE0991                          STATION RECOVERY (1997)
 GE0991
 GE0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GE0991'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF KENNETT, MO., SOUTH
 GE0991'OF U.S.  HIGHWAY 412 AND STATE HIGHWAY 84, NEAR THE NORTHWEST CORNER
 GE0991'OF THE FAIR GROUNDS, WEST OF AIRPORT ROAD, LEADING TO KENNETT MEMORIAL
 GE0991'AIRPORT (TKX) , NEAR AND SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST CORNER
 GE0991'OF A CHAIN-LINK FENCE, AT THE NORTHWEST CORNER OF THE FAIR GROUNDS,
 GE0991'NEAR (WEAVERS TRANSMISSIONS) BUILDING. OWNERSHIP--CITY OF KENNETT,
 GE0991'CITY HALL, KENNETT, MO.  63857. NOTE--THIS STATION IS A SECONDARY
 GE0991'AIRPORT CONTROL STATION (SACS) . TO REACH THE STATION FROM THE
 GE0991'JUNCTION OF STATE HIGHWAYS 25 AND 84 AND U.S.  HIGHWAY 412, AT THE
 GE0991'SOUTHEAST EDGE OF KENNETT, GO WEST, 0.32 KM (0.20 MI) ALONG HIGHWAYS
 GE0991'84 AND 412 (FIRST STREET) , TO FIRE STATION NO.  2 AND AIRPORT ROAD ON
 GE0991'THE LEFT.  TURN LEFT, SOUTH, 0.16 KM (0.10 MI) ALONG AIRPORT ROAD, TO
 GE0991'THE FAIR GROUNDS ENTRANCE AND GATE ON THE RIGHT.  TURN RIGHT, WEST,
 GE0991'THROUGH THE GATE, 0.14 KM (0.10 MI) ALONG THE PAVED ROAD, THEN ACROSS
 GE0991'THE GRASS TO THE WEST CHAIN-LINK FENCE AND THE STATION ON THE LEFT,
 GE0991'EAST OF THE FENCE AND NORTH-NORTHEAST OF A LINE OF 3 NEWLY PLANTED
 GE0991'TREES.  STATION IS 24.1 M (79.1 FT) SOUTH OF THE NORTH CHAIN-LINK
 GE0991'FENCE, 21.0 M (68.9 FT) NORTH-NORTHWEST OF A UTILITY POLE AND WATER
 GE0991'SPIGOT, 12.9 M (42.3 FT) NORTHEAST OF REFENCE MARK (KENPORT NO.  1
 GE0991'1953) , AT THE WEST CHAIN-LINK FENCE, 12.0 M (39.4 FT) SOUTHEAST OF
 GE0991'REFRENCE MARK (KENPORT NO.  2 1953) , AT THE WEST CHAIN-LINK FENCE,
 GE0991'9.4 M (30.8 FT) EAST OF THE WEST CHAIN-LINK FENCE, AND THE MONUMENT IS
 GE0991'RECESSED ABOUT 6-CM BELOW THE GROUND SURFACE.  BY R.G.  HAYES.
 GE0991
 GE0991                          STATION RECOVERY (2002)
 GE0991
 GE0991'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0991'FOUND AS DESCRIBED IN 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1493 ***********************************************************************
 KE1493  DESIGNATION -  KERSEY
 KE1493  PID         -  KE1493
 KE1493  STATE/COUNTY-  MO/JACKSON
 KE1493  USGS QUAD   -  KANSAS CITY (1991)
 KE1493
 KE1493                         *CURRENT SURVEY CONTROL
 KE1493  ___________________________________________________________________
 KE1493* NAD 83(1997)-  39 06 17.81240(N)    094 35 32.50311(W)     ADJUSTED  
 KE1493* NAVD 88     -       274.     (meters)     899.     (feet)  VERTCON   
 KE1493  ___________________________________________________________________
 KE1493  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 KE1493  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1493
 KE1493  HORZ ORDER  -  SECOND
 KE1493
 KE1493.The horizontal coordinates were established by classical geodetic methods
 KE1493.and adjusted by the National Geodetic Survey in February 2000..
 KE1493
 KE1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1493
 KE1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1493
 KE1493.The geoid height was determined by GEOID03.
 KE1493
 KE1493;                    North         East     Units Scale Factor Converg.
 KE1493;SPC MO W     -   326,103.713   842,011.316   MT  0.99994196   -0 03 29.7
 KE1493;SPC KS N     -    91,202.633   694,673.531   MT  0.99996007   +2 09 21.8
 KE1493;UTM  15      - 4,329,629.822   362,314.846   MT  0.99983342   -1 00 16.3
 KE1493
 KE1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1493!SPC MO W     -   0.99996210  x   0.99994196  =   0.99990406
 KE1493!SPC KS N     -   0.99996210  x   0.99996007  =   0.99992217
 KE1493!UTM  15      -   0.99996210  x   0.99983342  =   0.99979552
 KE1493
 KE1493:                Primary Azimuth Mark                     Grid Az
 KE1493:SPC MO W     -  RAD DOME ON FIDELITY NATL BK             101 51 43.8
 KE1493:SPC KS N     -  RAD DOME ON FIDELITY NATL BK             099 38 52.3
 KE1493:UTM  15      -  RAD DOME ON FIDELITY NATL BK             102 48 30.4
 KE1493
 KE1493|---------------------------------------------------------------------|
 KE1493| PID    Reference Object                     Distance      Geod. Az  |
 KE1493|                                                           dddmmss.s |
 KE1493| CL8230 RAD DOME ON FIDELITY NATL BK                       1014814.1 |
 KE1493| CL7659 ST PETERS CHURCH STEEPLE CR                        2770117.6 |
 KE1493| CL8231 RAD TWR ON KC CITY HALL                            2900834.6 |
 KE1493|---------------------------------------------------------------------|
 KE1493
 KE1493                          SUPERSEDED SURVEY CONTROL
 KE1493
 KE1493  NAD 83(1997)-  39 06 17.81240(N)    094 35 32.50310(W) AD(       ) 2
 KE1493  NAD 83(1986)-  39 06 17.82191(N)    094 35 32.50007(W) AD(       ) 2
 KE1493  NAD 83(1986)-  39 06 17.82779(N)    094 35 32.50177(W) AD(       ) 2
 KE1493  NAD 27      -  39 06 17.82809(N)    094 35 31.66559(W) AD(       ) 2
 KE1493  NGVD 29 (07/19/86)  274.     (m)          899.     (f) VERT ANG       
 KE1493
 KE1493.Superseded values are not recommended for survey control.
 KE1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1493.See file dsdata.txt to determine how the superseded data were derived.
 KE1493
 KE1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6231529630(NAD 83)
 KE1493_MARKER: DD = SURVEY DISK
 KE1493_SETTING: 0 = UNSPECIFIED SETTING
 KE1493
 KE1493  HISTORY     - Date     Condition        Report By
 KE1493  HISTORY     - 1974     MONUMENTED       USE
 KE1493  HISTORY     - 20020429 MARK NOT FOUND   INDIV
 KE1493  HISTORY     - 20060408 MARK NOT FOUND   GEOCAC
 KE1493
 KE1493                          STATION DESCRIPTION
 KE1493
 KE1493'DESCRIBED BY US ENGINEERS 1974
 KE1493'(NEW DESCRIPTION) JACKSON CO., MISSOURI, T-49-N,R-33-W,
 KE1493'ABOUT 1175 FT W. AND 1000 FT S. OF NE. CORNER OF SECTION
 KE1493'6.  STATION LOCATED ON EDGE OF CIRCULAR DRIVE LOOKOUT AT WEST END
 KE1493'OF 8TH. STREET IN WEST TERRACE PARK.  A C OF E (OLD STYLE)
 KE1493'U.S. ENG. DEPT. BRALL CAP SET IN CONCRETE AND STAMPED KERSEY.
 KE1493'
 KE1493'TO REACH--FROM POST OFFICE IN KANSAS CITY, MO., GO SOUTH ON
 KE1493'GRAND AVE. FOR 1 BLK. TURN RIGHT ON 9TH. STREET.  GO TO END AND
 KE1493'TURN RIGHT ON JEFFERSON STREET.  GO TO 8TH. STREET AND CIRCULAR
 KE1493'DRIVE AT OVERLOOK AND STATION LOCATED ON RIGHT.
 KE1493'
 KE1493'REFERENCES--1.68 FT S. TO STEEL POST AND SIGN.
 KE1493'
 KE1493'3.01 FT W. TO CHISELED ARROW ON ROCK WALL.
 KE1493'
 KE1493'11.94 FT E. TO CHISELED ARROW ON CURB.
 KE1493'
 KE1493'13.21 FT S. TO NAIL IN 24 IN ELM TREE.
 KE1493'
 KE1493'23.62 FT N. TO NAIL IN 24 IN ELM TREE.
 KE1493
 KE1493                          STATION RECOVERY (2002)
 KE1493
 KE1493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 KE1493'MARK NOT FOUND.
 KE1493
 KE1493                          STATION RECOVERY (2006)
 KE1493
 KE1493'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1493'NONE OF THE REFERENCES DESCRIBED IN 1974 WERE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1803 ***********************************************************************
 GD1803  DESIGNATION -  KEWANEE
 GD1803  PID         -  GD1803
 GD1803  STATE/COUNTY-  MO/NEW MADRID
 GD1803  USGS QUAD   -  KEWANEE (1971)
 GD1803
 GD1803                         *CURRENT SURVEY CONTROL
 GD1803  ___________________________________________________________________
 GD1803* NAD 83(1997)-  36 40 18.20849(N)    089 33 43.13535(W)     ADJUSTED  
 GD1803* NAVD 88     -        94.0    (meters)     308.     (feet)  GPS OBS   
 GD1803  ___________________________________________________________________
 GD1803  X           -      39,155.701 (meters)                     COMP
 GD1803  Y           -  -5,121,736.867 (meters)                     COMP
 GD1803  Z           -   3,788,275.233 (meters)                     COMP
 GD1803  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GD1803  ELLIP HEIGHT-          65.62  (meters)          (02/17/00) GPS OBS
 GD1803  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD1803
 GD1803  HORZ ORDER  -  SECOND
 GD1803  ELLP ORDER  -  FOURTH    CLASS I
 GD1803
 GD1803.The horizontal coordinates were established by classical geodetic methods
 GD1803.and adjusted by the National Geodetic Survey in February 2000..
 GD1803
 GD1803.The orthometric height was determined by GPS observations and a
 GD1803.high-resolution geoid model.
 GD1803
 GD1803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1803
 GD1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1803
 GD1803.The ellipsoidal height was determined by GPS observations
 GD1803.and is referenced to NAD 83.
 GD1803
 GD1803.The geoid height was determined by GEOID03.
 GD1803
 GD1803;                    North         East     Units Scale Factor Converg.
 GD1803;SPC MO E     -    93,434.721   333,847.607   MT  1.00001992   +0 33 36.9
 GD1803;SPC KY1Z     - 1,044,517.512 1,159,288.554   MT  1.00012388   -2 20 25.5
 GD1803;SPC KY1Z     - 3,426,887.87  3,803,432.53   sFT  1.00012388   -2 20 25.5
 GD1803;SPC KY S     -   544,426.524   159,324.453   MT  1.00001175   -2 18 42.6
 GD1803;SPC KY S     - 1,786,172.69    522,716.98   sFT  1.00001175   -2 18 42.6
 GD1803;UTM  16      - 4,061,515.009   271,046.629   MT  1.00024586   -1 31 50.7
 GD1803
 GD1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1803!SPC MO E     -   0.99998970  x   1.00001992  =   1.00000962
 GD1803!SPC KY1Z     -   0.99998970  x   1.00012388  =   1.00011358
 GD1803!SPC KY S     -   0.99998970  x   1.00001175  =   1.00000145
 GD1803!UTM  16      -   0.99998970  x   1.00024586  =   1.00023556
 GD1803
 GD1803:                Primary Azimuth Mark                     Grid Az
 GD1803:SPC MO E     -  EAST PRAIRIE MUNICIPAL TANK              051 51 46.1
 GD1803:SPC KY1Z     -  EAST PRAIRIE MUNICIPAL TANK              054 45 48.5
 GD1803:SPC KY S     -  EAST PRAIRIE MUNICIPAL TANK              054 44 05.6
 GD1803:UTM  16      -  EAST PRAIRIE MUNICIPAL TANK              053 57 13.7
 GD1803
 GD1803|---------------------------------------------------------------------|
 GD1803| PID    Reference Object                     Distance      Geod. Az  |
 GD1803|                                                           dddmmss.s |
 GD1803| GD1606 EAST PRAIRIE MUNICIPAL TANK         APPROX.20.0 KM 0522523.0 |
 GD1803| GD1979 KEWANEE RM 3                         28.810 METERS 05705     |
 GD1803| GD1981 KEWANEE AZ MK                                      1005010.8 |
 GD1803| GD1980 KEWANEE RM 4                          9.303 METERS 15229     |
 GD1803| GD1978 KEWANEE RM 1                         26.804 METERS 24239     |
 GD1803| CG3631 KEWANEE RM 2                         36.082 METERS 34103     |
 GD1803|---------------------------------------------------------------------|
 GD1803
 GD1803                          SUPERSEDED SURVEY CONTROL
 GD1803
 GD1803  NAD 83(1997)-  36 40 18.20849(N)    089 33 43.13524(W) AD(       ) 2
 GD1803  NAD 83(1997)-  36 40 18.20906(N)    089 33 43.13508(W) AD(       ) 2
 GD1803  NAD 83(1997)-  36 40 18.21917(N)    089 33 43.13185(W) AD(       ) 2
 GD1803  NAD 83(1986)-  36 40 18.22053(N)    089 33 43.13366(W) AD(       ) 2
 GD1803  NAD 27      -  36 40 18.01140(N)    089 33 42.85160(W) AD(       ) 2
 GD1803  NGVD 29 (05/28/98)   93.9    (m)          308.     (f) GPS OBS        
 GD1803
 GD1803.Superseded values are not recommended for survey control.
 GD1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1803.See file dsdata.txt to determine how the superseded data were derived.
 GD1803
 GD1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7104761515(NAD 83)
 GD1803_MARKER: DS = TRIANGULATION STATION DISK
 GD1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1803_SP_SET: CONCRETE POST
 GD1803_STAMPING: KEWANEE 1955
 GD1803_MARK LOGO: CGS   
 GD1803_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1803+STABILITY: SURFACE MOTION
 GD1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1803+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 GD1803
 GD1803  HISTORY     - Date     Condition        Report By
 GD1803  HISTORY     - 1955     MONUMENTED       CGS
 GD1803  HISTORY     - 1955     GOOD             CGS
 GD1803  HISTORY     - 1970     GOOD             NGS
 GD1803  HISTORY     - 19910312 GOOD             NGS
 GD1803  HISTORY     - 20020809 GOOD             USACE
 GD1803
 GD1803                          STATION DESCRIPTION
 GD1803
 GD1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1803'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF NEW MADRID, ABOUT
 GD1803'6 MILES SOUTH OF MATTHEWS, ABOUT 0.6 MILE EAST OF THE VILLAGE OF
 GD1803'KEWANEE, ABOUT 0.35 MILE WEST OF U.S. HIGHWAY NUMBER 61, 80 FEET
 GD1803'SOUTH OF THE CENTER OF COUNTY HIGHWAY Y AND 32 FEET EAST OF THE
 GD1803'SOUTHEAST CORNER OF A FRAME HOUSE.
 GD1803'
 GD1803'TO REACH FROM THE WEST SIDE OF THE COURTHOUSE SQUARE IN THE TOWN OF
 GD1803'NEW MADRID, GO NORTH FOR 0.05 MILE, TURN LEFT, ONTO SCOTT STREET,
 GD1803'AND GO WEST FOR 0.9 MILE, TURN RIGHT, ONTO U.S. HIGHWAY NUMBER 61,
 GD1803'AND GO NORTH FOR 6.0 MILES, TURN LEFT, ONTO COUNTY HIGHWAY Y, AND GO
 GD1803'WEST FOR 0.35 MILE TO THE STATION ON THE LEFT HAND SIDE OF THE ROAD.
 GD1803'
 GD1803'THE STATION IS A STANDARD DISK, STAMPED KEWANEE 1955, SET IN THE TOP
 GD1803'OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 GD1803'
 GD1803'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED KEWANEE 1955, SET
 GD1803'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH LIES ABOUT 40
 GD1803'INCHES BELOW THE SURFACE OF THE SOIL.
 GD1803'
 GD1803'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEWANEE NO 1
 GD1803'1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 GD1803'INCHES.  IT IS LOCATED 46 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GD1803'OF A HOUSE, 8 FEET EAST OF A FENCE CORNER AND AT ABOUT THE SAME
 GD1803'ELEVATION AS THE STATION.
 GD1803'
 GD1803'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEWANEE NO 2
 GD1803'1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 GD1803'INCHES.  IT IS LOCATED 87 FEET WEST OF A POWER LINE POLE, 36 FEET
 GD1803'NORTH OF THE CENTER OF COUNTY HIGHWAY Y AND AT ABOUT THE SAME
 GD1803'ELEVATION AS THE STATION.
 GD1803'
 GD1803'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KEWANEE 1955, SET IN THE
 GD1803'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS
 GD1803'LOCATED ABOUT 0.6 MILE EAST OF THE STATION, 49 FEET EAST OF THE
 GD1803'CENTERLINE OF U.S. HIGHWAY NUMBER 61, 3 FEET SOUTH OF A TELEPHONE
 GD1803'POLE AND 2 FEET WEST OF A BOARD FENCE.
 GD1803'
 GD1803'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GD1803
 GD1803                          STATION RECOVERY (1955)
 GD1803
 GD1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 GD1803'RECOVERED IN GOOD CONDITION.
 GD1803
 GD1803                          STATION RECOVERY (1970)
 GD1803
 GD1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1803'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GD1803'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 COULD NOT BE
 GD1803'FOUND AND IS BELIEVED DESTROYED BY GRADING OF ROAD SLOPES.
 GD1803'REFERENCE MARK NO. 1 IS NO LONGER VISIBLE FROM THE STATION AS A NEW
 GD1803'SHED HAS BEEN BUILT ON LINE, HOWEVER THE MARK WAS LEFT INTACT.
 GD1803'TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.  THE
 GD1803'STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN THE
 GD1803'AZIMUTH MARK AND THE NEWLY ESTABLISHED MARKS.
 GD1803'
 GD1803'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1803'
 GD1803'THE STATION IS LOCATED IN THE YARD OF A HOUSE ON PROPERTY OWNED BY
 GD1803'MR. PAUL BRADLEY, ABOUT 6 MILES NORTH OF NEW MADRID, 6 MILES SOUTH
 GD1803'OF MATTHEWS, AND 0.5 OF A MILE EAST OF THE VILLAGE OF KEWANEE.
 GD1803'
 GD1803'TO REACH THE STATION FROM THE POST OFFICE IN KEWANEE JUST WEST OF
 GD1803'THE RAILROAD CROSSING, GO EAST ON COUNTY ROUTE Y FOR 0.5 OF A MILE
 GD1803'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GD1803'
 GD1803'THE STATION IS 93 FEET SOUTHWEST OF A UTILITY POLE, 80 FEET SOUTH OF
 GD1803'THE APPROXIMATE CENTER OF COUNTY ROUTE Y, 32 FEET SOUTHEAST OF THE
 GD1803'SOUTHEAST CORNER OF A FRAME HOUSE, AND 29 FEET NORTH OF AN
 GD1803'EAST-WEST FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1803'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES
 GD1803'AND THE DISK IS STAMPED KEWANEE 1955.
 GD1803'
 GD1803'REFERENCE MARK NO. 1 IS 46 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GD1803'THE FRAME HOUSE, 8 FEET EAST OF A T FENCE CORNER POST, 3 FEET WEST
 GD1803'OF THE WEST WALL OF A SHED, AND 1 FOOT NORTH OF THE EAST-WEST FENCE.
 GD1803'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 GD1803'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED KEWANEE
 GD1803'NO 1 1955.
 GD1803'
 GD1803'REFERENCE MARK NO. 3 IS 115 FEET EAST OF THE NORTHEAST CORNER OF
 GD1803'THE FRAME HOUSE, 76 FEET SOUTHEAST OF A POWERLINE TRANSFORMER POLE,
 GD1803'39 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY ROUTE Y, 1.5 FEET
 GD1803'NORTH OF A UTILITY POLE, AND 1.3 FEET SOUTH OF A METAL WITNESS
 GD1803'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1803'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE
 GD1803'DISK IS STAMPED KEWANEE 1955 NO 3 1970.
 GD1803'
 GD1803'REFERENCE MARK NO. 4 IS 109 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GD1803'COUNTY ROUTE Y, 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GD1803'FRAME HOUSE AND DIRECTLY UNDER AN EAST-WEST FENCE ALONG THE SOUTH
 GD1803'EDGE OF A SMALL GARDEN PLOT.  IT IS A STANDARD DISK SET IN THE TOP
 GD1803'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 GD1803'THE DISK IS STAMPED KEWANEE 1955 NO 4 1970.
 GD1803'
 GD1803'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GD1803'REFERENCE MARK NO. 4 IS 102.05 FEET - 31.105 METERS.
 GD1803'
 GD1803'THE AZIMUTH MARK IS ABOUT 500 FEET SOUTH OF THE INTERSECTION OF U.S.
 GD1803'HIGHWAYS 61 AND 62 AND COUNTY ROAD P TO THE EAST, 49 FEET EAST OF
 GD1803'THE APPROXIMATE CENTER OF U.S. HIGHWAYS 61 AND 62, 2 FEET WEST OF A
 GD1803'WHITE BOARD FENCE, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND
 GD1803'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 GD1803'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS
 GD1803'STAMPED KEWANEE 1955.
 GD1803'
 GD1803'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY ROUTE Y
 GD1803'TO THE JUNCTION WITH U.S. HIGHWAYS 61 AND 62.  HERE TURN RIGHT AND
 GD1803'GO SOUTH ON U.S. HIGHWAYS 61 AND 62 FOR 0.2 MILE TO THE MARK ON THE
 GD1803'LEFT AS DESCRIBED.
 GD1803'
 GD1803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 0.5 OF A
 GD1803'MILE EAST OF KEWANEE.
 GD1803
 GD1803                          STATION RECOVERY (1991)
 GD1803
 GD1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1803'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH OF NEW MADRID, 9.7
 GD1803'KM (6.00 MI) SOUTH OF MATTHEWS, 0.9 KM (0.55 MI) EAST OF KEWANEE AND
 GD1803'0.6 KM (0.35 MI) WEST OF U.S. HIGHWAYS 61 AND 62 AND NEAR THE CENTER
 GD1803'OF A VACANT LOT BETWEEN A BRICK AND A WHITE FRAME HOUSE.
 GD1803'OWNERSHIP--ROCKY HOUSTON, RT 1, BOX 215, NEW MADRID, MO 63869, PHONE
 GD1803'IS 314-748-5879.
 GD1803'TO REACH THE STATION FROM THE POST OFFICE IN KEWANEE, GO EAST ON
 GD1803'COUNTY ROAD W FOR 0.9 KM (0.55 MI) TO A VACANT LOT AND THE STATION ON
 GD1803'THE RIGHT IN THE CENTER OF THE LOT.
 GD1803'THE STATION IS LOCATED 32.8 M (107.6 FT) NORTHWEST FROM A UTILITY POLE
 GD1803'WITH A YARD LIGHT AND TRANSFORMER, 28.8 M (94.5 FT) SOUTHWEST FROM
 GD1803'KEWANEE RM 3, 25.1 M (82.3 FT) SOUTH FROM THE CENTERLINE OF COUNTY
 GD1803'ROAD W, 19.4 M (63.6 FT) EAST FROM THE NORTHEAST CORNER OF A WHITE
 GD1803'FRAME HOUSE, 18.3 M (60.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 GD1803'A CHAIN LINK FENCE AND 9.3 M (30.5 FT) NORTHWEST FROM KEWANEE RM 4.
 GD1803'THE STATION PROJECTS 8-CM AND THE DISK IS SLIGHTLY MARRED.
 GD1803'DESCRIBED BY E.J. HANSMANN.
 GD1803
 GD1803                          STATION RECOVERY (2002)
 GD1803
 GD1803'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0765 ***********************************************************************
 HC0765  DESIGNATION -  KEYSVILLE
 HC0765  PID         -  HC0765
 HC0765  STATE/COUNTY-  MO/CRAWFORD
 HC0765  USGS QUAD   -  STEELVILLE (1985)
 HC0765
 HC0765                         *CURRENT SURVEY CONTROL
 HC0765  ___________________________________________________________________
 HC0765* NAD 83(1997)-  37 52 37.06286(N)    091 20 22.90218(W)     ADJUSTED  
 HC0765* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 HC0765  ___________________________________________________________________
 HC0765  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 HC0765  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 HC0765
 HC0765  HORZ ORDER  -  THIRD
 HC0765
 HC0765.The horizontal coordinates were established by classical geodetic methods
 HC0765.and adjusted by the National Geodetic Survey in February 2000..
 HC0765
 HC0765.The orthometric height was scaled from a topographic map.
 HC0765
 HC0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0765
 HC0765.The geoid height was determined by GEOID03.
 HC0765
 HC0765;                    North         East     Units Scale Factor Converg.
 HC0765;SPC MO E     -   227,108.846   176,128.733   MT  1.00000052   -0 30 56.0
 HC0765;SPC MO C     -   227,411.128   602,077.404   MT  1.00006163   +0 42 44.8
 HC0765;UTM  15      - 4,193,462.977   646,018.628   MT  0.99986261   +1 01 10.4
 HC0765
 HC0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0765!SPC MO E     -   0.99994967  x   1.00000052  =   0.99995019
 HC0765!SPC MO C     -   0.99994967  x   1.00006163  =   1.00001130
 HC0765!UTM  15      -   0.99994967  x   0.99986261  =   0.99981229
 HC0765
 HC0765:                Primary Azimuth Mark                     Grid Az
 HC0765:SPC MO E     -  GULF PUMP STA S STEELVILLE TK            011 20 15.4
 HC0765:SPC MO C     -  GULF PUMP STA S STEELVILLE TK            010 06 34.6
 HC0765:UTM  15      -  GULF PUMP STA S STEELVILLE TK            009 48 09.0
 HC0765
 HC0765|---------------------------------------------------------------------|
 HC0765| PID    Reference Object                     Distance      Geod. Az  |
 HC0765|                                                           dddmmss.s |
 HC0765| HC0768 GULF PUMP STA S STEELVILLE TK       APPROX. 6.6 KM 0104919.4 |
 HC0765| CN6510 KEYSVILLE RM 1                       23.264 METERS 22631     |
 HC0765| CN6509 KEYSVILLE AZ MK                                    2890218.9 |
 HC0765| HC0769 KEYSVILLE LOOKOUT TOWER              29.526 METERS 32323     |
 HC0765| CN6511 KEYSVILLE RM 2                       30.132 METERS 33049     |
 HC0765| HC0766 STEELVILLE MUNICIPAL TANK           APPROX.10.4 KM 3504241.8 |
 HC0765|---------------------------------------------------------------------|
 HC0765
 HC0765                          SUPERSEDED SURVEY CONTROL
 HC0765
 HC0765  NAD 83(1986)-  37 52 37.08251(N)    091 20 22.90072(W) AD(       ) 3
 HC0765  NAD 27      -  37 52 36.92000(N)    091 20 22.38700(W) AD(       ) 3
 HC0765
 HC0765.Superseded values are not recommended for survey control.
 HC0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0765.See file dsdata.txt to determine how the superseded data were derived.
 HC0765
 HC0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB4601993463(NAD 83)
 HC0765_MARKER: DS = TRIANGULATION STATION DISK
 HC0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0765
 HC0765  HISTORY     - Date     Condition        Report By
 HC0765  HISTORY     - 1956     MONUMENTED       CGS
 HC0765
 HC0765                          STATION DESCRIPTION
 HC0765
 HC0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0765'THE STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE SOUTH AND 1/2
 HC0765'MILE EAST OF STEELVILLE, 2-1/2 MILES EAST OF KEYSVILLE NEAR THE
 HC0765'KEYSVILLE LOOKOUT TOWER.
 HC0765'
 HC0765'TO REACH FROM THE JUNCTION OF STATE ROUTES 8 AND 19 IN STEELVILLE,
 HC0765'GO SOUTH ON STATE ROUTE 19 FOR 0.1 MILE TO T-ROAD RIGHT AND SIGN
 HC0765'KEYSVILLE, TURN RIGHT AND GO 0.3 MILE TO END OF SURFACED ROAD,
 HC0765'CONTINUE ON GRAVELED ROAD SOUTH FOR 5.35 MILES TO FORK AND SIGN
 HC0765'KEYSVILLE LOOKOUT TOWER, TAKE LEFT FORK AS PER SIGN AND GO 1.55
 HC0765'MILES TO LOOKOUT TOWER AND STATION.
 HC0765'
 HC0765'THE STATION IS A STANDARD BRONZE DISK STAMPED KEYSVILLE 1956,
 HC0765'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING
 HC0765'ABOUT 5 INCHES AND IS 40.5 FEET SOUTH OF A ROAD CENTER LINE.
 HC0765'
 HC0765'REFERENCE MARK 1 IS A STANDARD BRONZE DISK STAMPED KEYSVILLE
 HC0765'NO 1 1956, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HC0765'PROJECTING ABOUT 3 INCHES AND IS 89.0 FEET SOUTH OF THE ROAD
 HC0765'CENTER LINE AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 HC0765'
 HC0765'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KEYSVILLE NO 2 1956,
 HC0765'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE
 HC0765'NORTHEAST LEG OF THE LOOKOUT TOWER.  IT IS ABOUT 2 FEET HIGHER
 HC0765'THAN THE STATION.
 HC0765'
 HC0765'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED KEYSVILLE 1956,
 HC0765'SET IN THE TOP OF A 10 IN SQUARE CONCRETE MONUMENT PROJECTING
 HC0765'ABOUT 2 INCHES, 18.5 FEET SOUTH OF A ROAD CENTER LINE AND 16.5
 HC0765'FEET WEST OF A NORTH-SOUTH ROAD CENTER LINE.  IT IS ON THE ROAD
 HC0765'TO THE STATION, 0.4 MILE WEST NORTHWEST OF THE STATION.
 HC0765'
 HC0765'THE LOOKOUT TOWER IS THE PROPERTY OF THE MISSOURI CONSERVATION
 HC0765'COMMISSION AND IS A FOUR LEGGED STEEL STRUCTURE WITH AN 8 FOOT
 HC0765'SQUARE HOUSE ON TOP.  IT IS 85 FEET HIGH.  THE CENTER OF THE TOWER
 HC0765'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0769 ***********************************************************************
 HC0769  DESIGNATION -  KEYSVILLE LOOKOUT TOWER
 HC0769  PID         -  HC0769
 HC0769  STATE/COUNTY-  MO/CRAWFORD
 HC0769  USGS QUAD   -  STEELVILLE (1985)
 HC0769
 HC0769                         *CURRENT SURVEY CONTROL
 HC0769  ___________________________________________________________________
 HC0769* NAD 83(1997)-  37 52 37.83147(N)    091 20 23.62289(W)     ADJUSTED  
 HC0769* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 HC0769  ___________________________________________________________________
 HC0769  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 HC0769  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 HC0769
 HC0769  HORZ ORDER  -  THIRD
 HC0769
 HC0769.The horizontal coordinates were established by classical geodetic methods
 HC0769.and adjusted by the National Geodetic Survey in February 2000..
 HC0769
 HC0769.The orthometric height was scaled from a topographic map.
 HC0769
 HC0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0769
 HC0769.The geoid height was determined by GEOID03.
 HC0769
 HC0769;                    North         East     Units Scale Factor Converg.
 HC0769;SPC MO E     -   227,132.701   176,111.334   MT  1.00000055   -0 30 56.5
 HC0769;SPC MO C     -   227,434.607   602,059.496   MT  1.00006158   +0 42 44.4
 HC0769;UTM  15      - 4,193,486.354   646,000.598   MT  0.99986255   +1 01 10.0
 HC0769
 HC0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0769!SPC MO E     -   0.99994967  x   1.00000055  =   0.99995022
 HC0769!SPC MO C     -   0.99994967  x   1.00006158  =   1.00001125
 HC0769!UTM  15      -   0.99994967  x   0.99986255  =   0.99981223
 HC0769
 HC0769                          SUPERSEDED SURVEY CONTROL
 HC0769
 HC0769  NAD 83(1986)-  37 52 37.85111(N)    091 20 23.62142(W) AD(       ) 4
 HC0769  NAD 27      -  37 52 37.69000(N)    091 20 23.11000(W) AD(       ) 3
 HC0769
 HC0769.Superseded values are not recommended for survey control.
 HC0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0769.See file dsdata.txt to determine how the superseded data were derived.
 HC0769
 HC0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB4600193486(NAD 83)
 HC0769_MARKER: 57 = LOOKOUT TOWER
 HC0769
 HC0769  HISTORY     - Date     Condition        Report By
 HC0769  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC0769
 HC0769                          STATION DESCRIPTION
 HC0769
 HC0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0769'THE STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE SOUTH AND 1/2
 HC0769'MILE EAST OF STEELVILLE, 2-1/2 MILES EAST OF KEYSVILLE.
 HC0769'
 HC0769'THE TOWER IS THE PROPERTY OF THE MISSOURI CONSERVATION COMMISSION
 HC0769'AND IS A FOUR LEGGED STEEL STRUCTURE WITH AN 8 FOOT SQUARE HOUSE
 HC0769'ON TOP.  IT IS ABOUT 85 FEET HIGH.  THE CENTER OF THE TOWER WAS
 HC0769'INTERSECTED.  IT IS 96.870 FEET, (29.526) METERS NORTH NORTHWEST
 HC0769'OF TRIANGULATION STATION KEYSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1107 ***********************************************************************
 KD1107  DESIGNATION -  KEYTESVILLE
 KD1107  PID         -  KD1107
 KD1107  STATE/COUNTY-  MO/CHARITON
 KD1107  USGS QUAD   -  KEYTESVILLE (1978)
 KD1107
 KD1107                         *CURRENT SURVEY CONTROL
 KD1107  ___________________________________________________________________
 KD1107* NAD 83(1997)-  39 26 09.59524(N)    092 56 17.93179(W)     ADJUSTED  
 KD1107* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 KD1107  ___________________________________________________________________
 KD1107  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KD1107  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KD1107
 KD1107  HORZ ORDER  -  FIRST
 KD1107
 KD1107.The horizontal coordinates were established by classical geodetic methods
 KD1107.and adjusted by the National Geodetic Survey in February 2000..
 KD1107
 KD1107.The orthometric height was scaled from a topographic map.
 KD1107
 KD1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1107
 KD1107.The geoid height was determined by GEOID03.
 KD1107
 KD1107;                    North         East     Units Scale Factor Converg.
 KD1107;SPC MO C     -   399,923.667   462,266.972   MT  0.99995086   -0 16 42.3
 KD1107;UTM  15      - 4,365,163.455   505,308.529   MT  0.99960035   +0 02 21.1
 KD1107
 KD1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1107!SPC MO C     -   0.99997087  x   0.99995086  =   0.99992174
 KD1107!UTM  15      -   0.99997087  x   0.99960035  =   0.99957124
 KD1107
 KD1107:                Primary Azimuth Mark                     Grid Az
 KD1107:SPC MO C     -  KEYTESVILLE AZ MK                        057 12 18.3
 KD1107:UTM  15      -  KEYTESVILLE AZ MK                        056 53 14.9
 KD1107
 KD1107|---------------------------------------------------------------------|
 KD1107| PID    Reference Object                     Distance      Geod. Az  |
 KD1107|                                                           dddmmss.s |
 KD1107| CL9657 KEYTESVILLE AZ MK                                  0565536.0 |
 KD1107| CL9658 KEYTESVILLE RM 1                     36.097 METERS 06949     |
 KD1107| KD1100 SALISBURY ST JOSEPH CATH CH         APPROX.11.5 KM 0960117.3 |
 KD1107| KD1108 KEYTESVILLE MUNICIPAL TANK           12.717 METERS 12255     |
 KD1107| CL9659 KEYTESVILLE RM 2                     45.482 METERS 13219     |
 KD1107| KD1109 KEYTESVILLE CHARITON CO CTHSE       418.034 METERS 2160725.8 |
 KD1107|---------------------------------------------------------------------|
 KD1107
 KD1107                          SUPERSEDED SURVEY CONTROL
 KD1107
 KD1107  NAD 83(1986)-  39 26 09.59909(N)    092 56 17.93651(W) AD(       ) 1
 KD1107  NAD 27      -  39 26 09.50060(N)    092 56 17.24270(W) AD(       ) 1
 KD1107
 KD1107.Superseded values are not recommended for survey control.
 KD1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1107.See file dsdata.txt to determine how the superseded data were derived.
 KD1107
 KD1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0530965163(NAD 83)
 KD1107_MARKER: DS = TRIANGULATION STATION DISK
 KD1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1107
 KD1107  HISTORY     - Date     Condition        Report By
 KD1107  HISTORY     - 1948     MONUMENTED       CGS
 KD1107  HISTORY     - 1966     GOOD             CGS
 KD1107
 KD1107                          STATION DESCRIPTION
 KD1107
 KD1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1107'THE STATION IS LOCATED IN THE NORTHERLY EDGE OF KEYTESVILLE,
 KD1107'AT THE SITE OF THE CITY WATER TANK.  IT IS 74 FEET NORTH
 KD1107'OF THE CENTERLINE OF THE EAST-WEST STREET, 42 FEET NORTHWEST
 KD1107'OF THE CENTER OF THE TANK AND 16 FEET WEST OF THE NORTHWEST
 KD1107'LEG OF THE WATER TANK.  THE MARK IS FLUSH WITH THE SURFACE
 KD1107'OF THE GROUND AND THE DISK IS STAMPED KEYTESVILLE 1948.
 KD1107'
 KD1107'REFERENCE MARK NO. 1 IS 118.43 FEET NORTHEAST OF THE STATION,
 KD1107'20 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH STREET
 KD1107'AND 1 FOOT WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES
 KD1107'AND THE DISK IS STAMPED KEYTESVILLE NO 1 1948.
 KD1107'
 KD1107'REFERENCE MARK NO. 2 IS 149.22 FEET SOUTHEAST OF THE STATION,
 KD1107'IN THE SOUTHEAST CORNER OF THE STREET INTERSECTION, 23 FEET
 KD1107'EAST OF THE CENTERLINE OF THE NORTH-SOUTH STREET AND 21 FEET
 KD1107'SOUTH OF THE CENTERLINE OF THE EAST-WEST STREET.  THE MARK
 KD1107'PROJECTS 6 INCHES AND THE DISK IS STAMPED KEYTESVILLE NO 2 1948.
 KD1107'
 KD1107'AZIMUTH MARK IS ABOUT 1 BLOCK NORTHEAST OF THE STATION,
 KD1107'20 FEET NORTH OF THE CENTERLINE OF THE STREET, 76 FEET NORTHWEST
 KD1107'OF A T STREET INTERSECTION AND 1 FOOT SOUTH OF AN IRON
 KD1107'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KD1107'KEYTESVILLE 1948.
 KD1107'
 KD1107'TO REACH FROM THE POST OFFICE IN KEYTESVILLE, GO EAST 1 BLOCK,
 KD1107'TURN LEFT (NORTH) 2 BLOCKS TO THE WATER TANK ON THE LEFT
 KD1107'AND THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 KD1107'FROM THE STATION, GO 1 BLOCK NORTH, TURN RIGHT FOR ABOUT 60
 KD1107'YARDS TO THE MARK ON THE LEFT.
 KD1107'
 KD1107'A 74 FOOT SIGNAL AT MUSSEL, SALEM, BARNES AND HIGH HILL
 KD1107'(MO. R.C) 1928 IS VISIBLE AT 77 FEET.
 KD1107'
 KD1107'A 60 FOOT SIGNAL AT PALMER IS VISIBLE AT 77 FEET.
 KD1107'
 KD1107'A 4 FOOT SIGNAL AT GROVE IS VISIBLE AT 77 FEET.
 KD1107'
 KD1107'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1107
 KD1107                          STATION RECOVERY (1966)
 KD1107
 KD1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1107'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 KD1107'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 KD1107'MARK HAS BEEN DESTROYED.  NO OBJECTS VISIBLE AT STATION SO A NEW
 KD1107'AZIMUTH MARK COULD NOT BE SET.
 KD1107'
 KD1107'THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1109 ***********************************************************************
 KD1109  DESIGNATION -  KEYTESVILLE CHARITON CO CTHSE
 KD1109  PID         -  KD1109
 KD1109  STATE/COUNTY-  MO/CHARITON
 KD1109  USGS QUAD   -  KEYTESVILLE (1978)
 KD1109
 KD1109                         *CURRENT SURVEY CONTROL
 KD1109  ___________________________________________________________________
 KD1109* NAD 83(1997)-  39 25 58.64617(N)    092 56 28.23657(W)     ADJUSTED  
 KD1109* NAVD 88     -                                                        
 KD1109  ___________________________________________________________________
 KD1109  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 KD1109  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KD1109
 KD1109  HORZ ORDER  -  THIRD
 KD1109
 KD1109.The horizontal coordinates were established by classical geodetic methods
 KD1109.and adjusted by the National Geodetic Survey in February 2000..
 KD1109
 KD1109
 KD1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1109
 KD1109.The geoid height was determined by GEOID03.
 KD1109
 KD1109;                    North         East     Units Scale Factor Converg.
 KD1109;SPC MO C     -   399,587.220   462,018.901   MT  0.99995109   -0 16 48.8
 KD1109;UTM  15      - 4,364,825.757   505,062.414   MT  0.99960032   +0 02 14.5
 KD1109
 KD1109                          SUPERSEDED SURVEY CONTROL
 KD1109
 KD1109  NAD 83(1986)-  39 25 58.64999(N)    092 56 28.24131(W) AD(       ) 4
 KD1109  NAD 27      -  39 25 58.55300(N)    092 56 27.54600(W) AD(       ) 3
 KD1109
 KD1109.Superseded values are not recommended for survey control.
 KD1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1109.See file dsdata.txt to determine how the superseded data were derived.
 KD1109
 KD1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0506264826(NAD 83)
 KD1109_MARKER: 87 = DOME
 KD1109
 KD1109  HISTORY     - Date     Condition        Report By
 KD1109  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1109  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1109
 KD1109                          STATION DESCRIPTION
 KD1109
 KD1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1109'STATION IS LOCATED IN THE SOUTHWEST PART OF THE TOWN OF
 KD1109'KEYTESVILLE ON THE SOUTH SIDE OF U.S. HIGHWAY 24.
 KD1109'
 KD1109'THE BUILDINIG IS OF BRICK CONSTRUCTION, PAINTED WHITE, 150
 KD1109'FEET LONG AND 60 FEET WIDE.  THE DOME ON TOP OF THE BUILDING
 KD1109'IS ABOUT 90 FEET HIGH, OF WOOD CONSTRUCTION, PAINTED WHITE AND HAS
 KD1109'ARCHED OPENINGS ON FOUR SIDES.  THE BUILDING HAS A RED TIN
 KD1109'ROOF.  THERE IS A PYRAMID PROJECTION WHICH EXTENDS ABOUT 1
 KD1109'FOOT ABOVE THE HIGHEST PART OF THE DOME.
 KD1109'
 KD1109'THE POINT INTERSECTED WAS THE APEX OF THE PYRAMID PROJECTION.
 KD1109
 KD1109                          STATION RECOVERY (1990)
 KD1109
 KD1109'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1108 ***********************************************************************
 KD1108  DESIGNATION -  KEYTESVILLE MUNICIPAL TANK
 KD1108  PID         -  KD1108
 KD1108  STATE/COUNTY-  MO/CHARITON
 KD1108  USGS QUAD   -  KEYTESVILLE (1978)
 KD1108
 KD1108                         *CURRENT SURVEY CONTROL
 KD1108  ___________________________________________________________________
 KD1108* NAD 83(1997)-  39 26 09.37116(N)    092 56 17.48538(W)     ADJUSTED  
 KD1108* NAVD 88     -                                                        
 KD1108  ___________________________________________________________________
 KD1108  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KD1108  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KD1108
 KD1108  HORZ ORDER  -  THIRD
 KD1108
 KD1108.The horizontal coordinates were established by classical geodetic methods
 KD1108.and adjusted by the National Geodetic Survey in February 2000..
 KD1108
 KD1108
 KD1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1108
 KD1108.The geoid height was determined by GEOID03.
 KD1108
 KD1108;                    North         East     Units Scale Factor Converg.
 KD1108;SPC MO C     -   399,916.705   462,277.613   MT  0.99995085   -0 16 42.1
 KD1108;UTM  15      - 4,365,156.555   505,319.205   MT  0.99960035   +0 02 21.3
 KD1108
 KD1108                          SUPERSEDED SURVEY CONTROL
 KD1108
 KD1108  NAD 83(1986)-  39 26 09.37520(N)    092 56 17.48920(W) AD(       ) 4
 KD1108  NAD 27      -  39 26 09.28100(N)    092 56 16.80600(W) AD(       ) 3
 KD1108
 KD1108.Superseded values are not recommended for survey control.
 KD1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1108.See file dsdata.txt to determine how the superseded data were derived.
 KD1108
 KD1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0531965157(NAD 83)
 KD1108_MARKER: 51 = TANK
 KD1108
 KD1108  HISTORY     - Date     Condition        Report By
 KD1108  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1108  HISTORY     - 1990     GOOD             USPSQD
 KD1108
 KD1108                          STATION DESCRIPTION
 KD1108
 KD1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1108'THE STATION IS LOCATED IN THE NORTH PART OF KEYTESVILLE.  IT
 KD1108'IS A STEEL STRUCTURE, PAINTED BLACK AND APPROXIMATELY 125
 KD1108'FEET HIGH.
 KD1108'
 KD1108'TO REACH FROM THE POST OFFICE, GO EAST 1 BLOCK, TURN LEFT
 KD1108'(NORTH) 2 BLOCKS TO THE STATION IN THE CORNER OF THE STREET
 KD1108'INTERSECTION.
 KD1108'
 KD1108'THE POINT INTERSECTED WAS THE BALL AT THE APEX.
 KD1108
 KD1108                          STATION RECOVERY (1990)
 KD1108
 KD1108'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7138 ***********************************************************************
 AC7138  DESIGNATION -  KICKAPOO
 AC7138  PID         -  AC7138
 AC7138  STATE/COUNTY-  MO/GREENE
 AC7138  USGS QUAD   -  SPRINGFIELD (1975)
 AC7138
 AC7138                         *CURRENT SURVEY CONTROL
 AC7138  ___________________________________________________________________
 AC7138* NAD 83(1997)-  37 08 43.36164(N)    093 17 24.05070(W)     ADJUSTED  
 AC7138* NAVD 88     -       390.3    (meters)    1281.     (feet)  GPS OBS   
 AC7138  ___________________________________________________________________
 AC7138  X           -    -292,147.099 (meters)                     COMP
 AC7138  Y           -  -5,082,165.014 (meters)                     COMP
 AC7138  Z           -   3,830,484.096 (meters)                     COMP
 AC7138  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 AC7138  ELLIP HEIGHT-         361.25  (meters)          (02/17/00) GPS OBS
 AC7138  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AC7138
 AC7138  HORZ ORDER  -  FIRST
 AC7138  ELLP ORDER  -  FOURTH    CLASS I
 AC7138
 AC7138.The horizontal coordinates were established by GPS observations
 AC7138.and adjusted by the National Geodetic Survey in February 2000..
 AC7138
 AC7138.The orthometric height was determined by GPS observations and a
 AC7138.high-resolution geoid model.
 AC7138
 AC7138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7138
 AC7138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7138
 AC7138.The ellipsoidal height was determined by GPS observations
 AC7138.and is referenced to NAD 83.
 AC7138
 AC7138.The geoid height was determined by GEOID03.
 AC7138
 AC7138;                    North         East     Units Scale Factor Converg.
 AC7138;SPC MO C     -   145,877.617   429,817.702   MT  0.99999399   -0 28 37.4
 AC7138;UTM  15      - 4,111,039.208   474,244.868   MT  0.99960817   -0 10 30.4
 AC7138
 AC7138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7138!SPC MO C     -   0.99994331  x   0.99999399  =   0.99993730
 AC7138!UTM  15      -   0.99994331  x   0.99960817  =   0.99955150
 AC7138
 AC7138                          SUPERSEDED SURVEY CONTROL
 AC7138
 AC7138  NAD 83(1997)-  37 08 43.36181(N)    093 17 24.05063(W) AD(       ) 1
 AC7138  NAD 83(1986)-  37 08 43.37439(N)    093 17 24.05091(W) AD(       ) 1
 AC7138
 AC7138.Superseded values are not recommended for survey control.
 AC7138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7138.See file dsdata.txt to determine how the superseded data were derived.
 AC7138
 AC7138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB7424511039(NAD 83)
 AC7138_MARKER: DD = SURVEY DISK
 AC7138_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC7138_STAMPING: KICKAPOO 1974
 AC7138_MARK LOGO: MODNR 
 AC7138_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC7138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7138+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2004
 AC7138
 AC7138  HISTORY     - Date     Condition        Report By
 AC7138  HISTORY     - 1974     MONUMENTED       MODNR
 AC7138  HISTORY     - 20040619 GOOD             GEOCAC
 AC7138
 AC7138                          STATION DESCRIPTION
 AC7138
 AC7138'DESCRIBED BY MO DEPT OF NAT RES 1974
 AC7138'THE STATION IS LOCATED IN THE SOUTH CENTRAL PART OF SPRINGFIELD IN
 AC7138'SECTION 12, TOWNSHIP 28 NORTH, RANGE 22 WEST, DIRECTLY SOUTH AND
 AC7138'ACROSS PRIMROSE STREET FROM THE KICKAPOO SENIOR HIGH SCHOOL.  THE
 AC7138'STATION IS IN A GRASS STRIP BETWEEN THE CURB AND SIDEWALK.  IT IS
 AC7138'45.17 FT (13.77 M) SOUTH OF A CROSS IN METAL COVER OF A STORM SEWER
 AC7138'INLET, 8.37 FT (2.55 M) EAST OF A STEEL SIGN POLE, 60.78 FT (18.53 M)
 AC7138'WEST OF A NAIL AND SHINER IN SOUTH SIDE OF A POWER POLE, 79.76 FT
 AC7138'(24.31 M) NORTHWEST OF A NAIL AND SHINER IN THE SOUTH SIDE OF A POWER
 AC7138'POLE, 1.93 FT (0.59 M) SOUTH OF THE CURB, 1.5 FT (0.5 M) NORTH OF THE
 AC7138'NORTH EDGE OF THE SIDEWALK, AND 8.1 FT (2.5 M) EAST OF A CARSONITE
 AC7138'WITNESS POST.  THE STATION IS A 5-5-36 INCH CONCRETE POST WITH A BRASS
 AC7138'CAP STAMPED -KICKAPOO 1974- SET FLUSH WITH THE SURFACE.  THE
 AC7138'UNDERGROUND MARK IS A 24 INCH COPPER COATED STEEL ROD WITH A STAMPED
 AC7138'CAP. THE AZIMUTH MARK IS LOCATED ABOUT 0.25 MI (0.40 KM) WEST OF THE
 AC7138'STATION AT THE EAST END OF A PEDESTRIAN OVERPASS ACROSS SOUTH CAMPBELL
 AC7138'AVENUE NORTH OF THE DRIVE THRU TELLERS OF THE MERCANTILE BANK.  IT IS
 AC7138'6.72 FT (2.05 M) NORTHWEST OF THE END HANDRAIL POST OF THE OVERPASS,
 AC7138'7.81 FT (2.38 M) NORTHEAST OF AN ANCHOR BOLT ON BASE OF HANDRAIL, 2.89
 AC7138'FT (0.88 M) SOUTH OF A CROSS IN TOP OF A CURB, AND 62.55 FT (19.07 M)
 AC7138'SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING OCCUPIED BY A BOAT
 AC7138'DEALER.  THE MARK IS AN ALUMINUM CAP SET IN A MASS OF CONCRETE. TO
 AC7138'REACH THE STATION FROM THE INTERSECTION OF WEST BATTLEFIELD ROAD AND
 AC7138'SOUTH CAMPBELL AVENUE IN THE SOUTH PART OF SPRINGFIELD, GO SOUTH ON
 AC7138'SOUTH CAMPBELL AVENUE 1.05 MI (1.69 KM) TO THE INTERSECTION WITH WEST
 AC7138'WESTVIEW STREET AND EAST PRIMROSE STREET, TURN LEFT AND GO EAST ON
 AC7138'EAST PRIMROSE 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT DIRECTLY
 AC7138'ACROSS FROM THE KICKAPOO HIGH SCHOOL. TO REACH THE AZIMUTH MARK FROM
 AC7138'THE STATION RETURN WEST ON EAST PRIMROSE 0.25 MI (0.40 KM) TO THE
 AC7138'MERCANTILE BANK BUILDING, TURN RIGHT INTO THE BANK PARKING LOT AND GO
 AC7138'TO THE NORTH SIDE OF THE BANK WHERE THE DRIVE-THRU TELLERS ARE LOCATED
 AC7138'AND THE MARK AT THE EAST END OF THE PEDESTRIAN OVERPASS ACROSS SOUTH
 AC7138'CAMPBELL AVENUE. DATE OF REPORT 08-23-1996
 AC7138
 AC7138                          STATION RECOVERY (2004)
 AC7138
 AC7138'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 AC7138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1282 ***********************************************************************
 KE1282  DESIGNATION -  KIDDER
 KE1282  PID         -  KE1282
 KE1282  STATE/COUNTY-  MO/CALDWELL
 KE1282  USGS QUAD   -  KIDDER (1984)
 KE1282
 KE1282                         *CURRENT SURVEY CONTROL
 KE1282  ___________________________________________________________________
 KE1282* NAD 83(1997)-  39 47 04.65691(N)    094 05 36.89976(W)     ADJUSTED  
 KE1282* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 KE1282  ___________________________________________________________________
 KE1282  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 KE1282  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KE1282
 KE1282  HORZ ORDER  -  SECOND
 KE1282
 KE1282.The horizontal coordinates were established by classical geodetic methods
 KE1282.and adjusted by the National Geodetic Survey in February 2000..
 KE1282
 KE1282.The orthometric height was scaled from a topographic map.
 KE1282
 KE1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1282
 KE1282.The geoid height was determined by GEOID03.
 KE1282
 KE1282;                    North         East     Units Scale Factor Converg.
 KE1282;SPC MO W     -   401,634.896   884,812.287   MT  0.99995609   +0 15 36.3
 KE1282;UTM  15      - 4,404,425.247   406,358.408   MT  0.99970795   -0 41 59.4
 KE1282
 KE1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1282!SPC MO W     -   0.99995631  x   0.99995609  =   0.99991241
 KE1282!UTM  15      -   0.99995631  x   0.99970795  =   0.99966428
 KE1282
 KE1282|---------------------------------------------------------------------|
 KE1282| PID    Reference Object                     Distance      Geod. Az  |
 KE1282|                                                           dddmmss.s |
 KE1282| CL7243 KIDDER RM 1                          32.809 METERS 03139     |
 KE1282| KE1285 HAMILTON MUNICIPAL TANK             APPROX. 9.2 KM 1201712.9 |
 KE1282| CL7244 KIDDER RM 2                          28.023 METERS 12725     |
 KE1282| CL7242 KIDDER AZ MK                                       1773649.6 |
 KE1282|---------------------------------------------------------------------|
 KE1282
 KE1282                          SUPERSEDED SURVEY CONTROL
 KE1282
 KE1282  NAD 83(1997)-  39 47 04.65729(N)    094 05 36.90094(W) AD(       ) 2
 KE1282  NAD 83(1997)-  39 47 04.65787(N)    094 05 36.90154(W) AD(       ) 2
 KE1282  NAD 83(1986)-  39 47 04.66040(N)    094 05 36.89923(W) AD(       ) 2
 KE1282  NAD 27      -  39 47 04.64340(N)    094 05 36.10050(W) AD(       ) 2
 KE1282
 KE1282.Superseded values are not recommended for survey control.
 KE1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1282.See file dsdata.txt to determine how the superseded data were derived.
 KE1282
 KE1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE0635804425(NAD 83)
 KE1282_MARKER: DS = TRIANGULATION STATION DISK
 KE1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1282
 KE1282  HISTORY     - Date     Condition        Report By
 KE1282  HISTORY     - 1948     MONUMENTED       CGS
 KE1282  HISTORY     - 1965     POOR             CGS
 KE1282
 KE1282                          STATION DESCRIPTION
 KE1282
 KE1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1282'STATION IS LOCATED AT THE NORTHEAST EDGE OF KIDDER ON GROUNDS
 KE1282'OF THE KIDDER PUBLIC SCHOOL.  IT IS ON THE LOT EAST OF THE SCHOOL
 KE1282'HOUSE, 105 FEET WEST OF THE CENTER OF COUNTY ROUTE J AND 140 FEET
 KE1282'NORTH OF THE CENTER OF THE EAST-WEST ROAD.  IT IS STAMPED KIDDER
 KE1282'1948 AND IS FLUSH WITH THE GROUND.
 KE1282'
 KE1282'REFERENCE MARK NO. 1 IS NEAR THE NORTHEAST CORNER OF THE LOT,
 KE1282'47 FEET WEST OF THE CENTER OF COUNTY ROUTE J, 1 FOOT SOUTH OF THE
 KE1282'EAST-WEST FENCE AND 15 FEET WEST OF THE FENCE CORNER.  IT IS
 KE1282'STAMPED KIDDER NO 1 1948 AND PROJECTS 5 INCHES.
 KE1282'
 KE1282'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY OF COUNTY ROUTE J, 31
 KE1282'FEET WEST OF ROUTE J AND 84 FEET NORTH OF THE CENTER OF THE
 KE1282'EAST-WEST ROAD.  IT IS STAMPED KIDDER NO 2 1948 AND IS FLUSH WITH
 KE1282'THE GROUND.
 KE1282'
 KE1282'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 23.5 FEET EAST OF THE
 KE1282'CENTER OF A NORTH-SOUTH ROAD, 1 FOOT WEST OF THE FENCE LINE AND
 KE1282'0.2 MILE SOUTH OF THE RAILROAD TRACKS.  IT IS STAMPED KIDDER
 KE1282'1948 AND PROJECTS 6 INCHES.
 KE1282'
 KE1282'TO REACH THE STATION FROM THE KIDDER POST OFFICE, GO NORTH FOR
 KE1282'0.1 MILE TO COUNTY ROUTE J, TURN RIGHT AND GO EAST AND NORTH ON
 KE1282'COUNTY ROUTE J FOR 0.7 MILE TO THE SCHOOL GROUNDS AND THE
 KE1282'STATION ON THE LEFT.
 KE1282'
 KE1282'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROUTE
 KE1282'J FOR 0.1 MILE TO A Y-INTERSECTION, CONTINUE SOUTH ON LEFT FORK
 KE1282'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KE1282'
 KE1282'AN 87 FOOT SIGNAL AT CAMERON IS VISIBLE AT 60 FEET.
 KE1282'
 KE1282'AN 87 FOOT SIGNAL AT OWEN IS VISIBLE AT 50 FEET.
 KE1282'
 KE1282'A 74 FOOT SIGNAL AT WINSTON IS VISIBLE AT 40 FEET.
 KE1282'
 KE1282'AN 87 FOOT SIGNAL AT LONG IS VISIBLE AT 30 FEET.
 KE1282'
 KE1282'AN 87 FOOT SIGNAL AT GALLATIN IS VISIBLE AT 20 FEET.
 KE1282'
 KE1282'AN 87 FOOT SIGNAL AT NETTLETON IS VISIBLE FROM THE GROUND.
 KE1282'
 KE1282'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KE1282
 KE1282                          STATION RECOVERY (1965)
 KE1282
 KE1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KE1282'THE SURFACE STATION MARK FOR THIS STATION WAS FOUND TO BE TILTED.
 KE1282'THE UNDERGROUND MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED
 KE1282'AND FOUND IN GOOD CONDITION.  THE UNDERGROUND MARK WAS LOWERED
 KE1282'VERTICALLY AND THE SURFACE STATION MARK WAS RESET OVER THE
 KE1282'UNDERGROUND MARK.  BOTH OF THE DISK WERE STAMPED KIDDER 1948
 KE1282'1965.
 KE1282'
 KE1282'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 KE1282'RECOVERY.
 KE1282'
 KE1282'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 KE1282'
 KE1282'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1844 ***********************************************************************
 HB1844  DESIGNATION -  KIES AZ MK 2
 HB1844  PID         -  HB1844
 HB1844  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1844  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1844
 HB1844                         *CURRENT SURVEY CONTROL
 HB1844  ___________________________________________________________________
 HB1844* NAD 83(1997)-  37 19 02.59922(N)    089 36 42.99085(W)     ADJUSTED  
 HB1844* NAVD 88     -       141.3    (meters)     464.     (feet)  VERTCON   
 HB1844  ___________________________________________________________________
 HB1844  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 HB1844  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HB1844
 HB1844  HORZ ORDER  -  THIRD
 HB1844
 HB1844.The horizontal coordinates were established by classical geodetic methods
 HB1844.and adjusted by the National Geodetic Survey in February 2000..
 HB1844
 HB1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1844
 HB1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1844
 HB1844.The geoid height was determined by GEOID03.
 HB1844
 HB1844;                    North         East     Units Scale Factor Converg.
 HB1844;SPC MO E     -   165,044.050   328,713.361   MT  1.00000963   +0 32 18.2
 HB1844;UTM  16      - 4,133,281.767   268,547.770   MT  1.00025994   -1 35 02.9
 HB1844
 HB1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1844!SPC MO E     -   0.99998227  x   1.00000963  =   0.99999190
 HB1844!UTM  16      -   0.99998227  x   1.00025994  =   1.00024220
 HB1844
 HB1844                          SUPERSEDED SURVEY CONTROL
 HB1844
 HB1844  NAD 83(1997)-  37 19 02.59927(N)    089 36 42.99085(W) AD(       ) 3
 HB1844  NAD 83(1997)-  37 19 02.60934(N)    089 36 42.99227(W) AD(       ) 3
 HB1844  NAD 83(1986)-  37 19 02.61346(N)    089 36 42.99497(W) AD(       ) 3
 HB1844  NGVD 29 (09/22/93)  141.3    (m)          464.     (f) VERT ANG       
 HB1844
 HB1844.Superseded values are not recommended for survey control.
 HB1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1844.See file dsdata.txt to determine how the superseded data were derived.
 HB1844
 HB1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG6854833282(NAD 83)
 HB1844_MARKER: DZ = AZIMUTH MARK DISK
 HB1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1844_SP_SET: CONCRETE POST
 HB1844_STAMPING: KIES 1938 NO 2 1983
 HB1844_MARK LOGO: NGS   
 HB1844_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HB1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1844+STABILITY: SURFACE MOTION
 HB1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1844+SATELLITE: SATELLITE OBSERVATIONS - 1983
 HB1844
 HB1844  HISTORY     - Date     Condition        Report By
 HB1844  HISTORY     - 1983     MONUMENTED       NGS
 HB1844  HISTORY     - 19830915 GOOD             NGS
 HB1844
 HB1844                          STATION DESCRIPTION
 HB1844
 HB1844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HB1844'KIES AZIMUTH MARK 2 WAS ESTABLISHED BECAUSE THE ORIGINAL AZIMUTH MARK
 HB1844'HAS BECOME OBSTRUCTED FROM STATION KIES BY TREES. THE AZIMUTH MARK IS
 HB1844'LOCATED ABOUT 8 KM (5.0 MI) SOUTHEAST OF JACKSON, 7.2 KM (4.5 MI)
 HB1844'WEST OF CAPE GIRARDEAU, AND ON THE PROPERTY OWNED BY ALBERT
 HB1844'SCHABBLING, ROUTE 2, BOX 523C, CAPE GIRARDEAU, MISSOUR,63701.
 HB1844'TELEPHONE 314-334-8277. TO REACH THE AZIMUTH MARK FROM THE JUNCTION
 HB1844'OF STATE ROAD K AND INTERSTATE HIGHWAY 55 AT THE WEST EDGE OF CAPE
 HB1844'GIRARDEAU, GO WEST ON ROAD K FOR 3.94 KM (2.45 MI) TO CAPE GIRARDEAU
 HB1844'COUNTY ROAD 318 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON ROAD 318
 HB1844'FOR 0.97 KM (0.60 MI) TO A FARM LANE ON THE RIGHT, JUST NORTH OF A
 HB1844'BRICK HOUSE.  TURN RIGHT AND GO EAST ON THE LANE FOR 0.56 KM
 HB1844'(0.35 MI) TO A BARN, A SILO, AND THE AZIMUTH MARK AT THE BARN. THE
 HB1844'STATION MARKS ARE STANDARD DISKS STAMPED KIES 1938 NO 2 1983.  THE
 HB1844'SURFACE DISK IS SET INTO THE TOP OF A 0.30 M (0.98 FT) ROUND CONCRETE
 HB1844'MONUMENT THAT IS FLUSH WITH THE GROUND.  THE UNDERGROUND DISK IS SET
 HB1844'INTO AN IRREGULAR MASS OF CONCRETE, 0.9 M (3.0 FT) BELOW THE GROUND
 HB1844'SURFACE.  THE MARKS ARE 6.35 M (20.83 FT) NORTH FROM THE SOUTHWEST
 HB1844'CORNER OF THE BARN, 5.69 M (18.67 FT) SOUTH FROM THR NORTHWEST CORNER
 HB1844'OF THE BARN, AND 1.72 M (5.64 FT) WEST FROM THE WEST WALL OF THE
 HB1844'BARN.  THE AZIMUTH MARK WAS POSITIONED BY AN ELECTRONIC TRAVERSE FROM
 HB1844'STATION KIES AND A POLARIS OBSERVATION. DESCRIBED BY JERRY A. ODUM.
 HB1844
 HB1844                          STATION RECOVERY (1983)
 HB1844
 HB1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HB1844'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHEAST OF JACKSON, 7.2
 HB1844'KM (4.45 MI) WEST OF CAPE GIRARDEAU AND ON PROPERTY OWNED BY ALBERT
 HB1844'SCHABBING, ROUTE 2, BOX 523C, CAPE GIRARDEAU, MISSOURI 63701. TO REACH
 HB1844'THE STATION FROM THE JUNCTION OF STATE ROAD K AND INTERSTATE HIGHWAY
 HB1844'55, AT THE WEST EDGE OF CAPE GIRARDEAU, GO WEST ON ROAD K FOR 3.94 KM
 HB1844'(2.45 MI) TO CAPE GIRARDEAU COUNTY ROAD 318 ON THE RIGHT.  TURN RIGHT
 HB1844'AND GO NORTH ON ROAD 318 FOR 0.97 KM (0.60 MI) TO A FARM LANE ON THE
 HB1844'RIGHT, JUST NORTH OF A BRICK HOUSE.  TURN RIGHT AND GO EAST ON THE
 HB1844'LANE FOR 0.56 KM (0.35 MI) TO A BARN, A SILO AND THE STATION AT THE
 HB1844'BARN.  THE STATION MARKS ARE STANDARD DISKS, STAMPED KIES 1938 NO 2
 HB1844'1983.  THE SURFACE DISK IS SET INTO THE TOP OF A 30 CM OR 12 INCH
 HB1844'ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE UNDERGROUND
 HB1844'DISK IS SET INTO AN IRREGULAR MASS OF CONCRETE, 0.9 M (3.0 FT) BELOW
 HB1844'THE GROUND SURFACE. THE MARKS ARE 6.35 M (20.83 FT) NORTH FROM THE
 HB1844'SOUTHWEST CORNER OF THE BARN, 5.69 M (18.67 FT) SOUTH FROM THE
 HB1844'NORTHWEST CORNER OF THE BARN, AND 1.72 M (5.64 FT) WEST FROM THE WEST
 HB1844'WALL OF THE BARN.  THE STATION WAS POSITIONED BY AN ELECTRONIC
 HB1844'TRAVERSE FROM STATION KIES, AND A POLARIS OBSERVATION.  DESCRIBED BY J
 HB1844'A ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1745 ***********************************************************************
 HB1745  DESIGNATION -  KIES RESET
 HB1745  PID         -  HB1745
 HB1745  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1745  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1745
 HB1745                         *CURRENT SURVEY CONTROL
 HB1745  ___________________________________________________________________
 HB1745* NAD 83(1997)-  37 18 59.30358(N)    089 37 10.11085(W)     ADJUSTED  
 HB1745* NAVD 88     -       159.8    (meters)     524.     (feet)  VERTCON   
 HB1745  ___________________________________________________________________
 HB1745  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 HB1745  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HB1745
 HB1745  HORZ ORDER  -  FIRST
 HB1745
 HB1745.The horizontal coordinates were established by classical geodetic methods
 HB1745.and adjusted by the National Geodetic Survey in February 2000..
 HB1745
 HB1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1745
 HB1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1745
 HB1745.The geoid height was determined by GEOID03.
 HB1745
 HB1745;                    North         East     Units Scale Factor Converg.
 HB1745;SPC MO E     -   164,936.205   328,046.574   MT  1.00000834   +0 32 01.7
 HB1745;SPC IL W     -    72,250.059   748,501.163   MT  0.99997014   +0 19 54.2
 HB1745;SPC IL W     -   237,040.40  2,455,707.57   sFT  0.99997014   +0 19 54.2
 HB1745;UTM  16      - 4,133,198.670   267,877.277   MT  1.00026377   -1 35 19.2
 HB1745
 HB1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1745!SPC MO E     -   0.99997937  x   1.00000834  =   0.99998771
 HB1745!SPC IL W     -   0.99997937  x   0.99997014  =   0.99994951
 HB1745!UTM  16      -   0.99997937  x   1.00026377  =   1.00024314
 HB1745
 HB1745:                Primary Azimuth Mark                     Grid Az
 HB1745:SPC MO E     -  KIES AZ MK                               036 20 04.8
 HB1745:SPC IL W     -  KIES AZ MK                               036 32 12.3
 HB1745:UTM  16      -  KIES AZ MK                               038 27 25.7
 HB1745
 HB1745|---------------------------------------------------------------------|
 HB1745| PID    Reference Object                     Distance      Geod. Az  |
 HB1745|                                                           dddmmss.s |
 HB1745| CI4001 KIES AZ MK                                         0365206.5 |
 HB1745| CI4002 KIES RM 1                            27.670 METERS 03914     |
 HB1745| HB1844 KIES AZ MK 2                        APPROX. 0.7 KM 0812047.2 |
 HB1745| HB1845 KIES RM 4                            35.492 METERS 11345     |
 HB1745| CI4003 KIES RM 2                            26.253 METERS 15455     |
 HB1745| HB1753 HOUCK                               APPROX.12.7 KM 2631418.5 |
 HB1745| CS7887 KIES RM 3                             8.009 METERS 26901     |
 HB1745|---------------------------------------------------------------------|
 HB1745
 HB1745                          SUPERSEDED SURVEY CONTROL
 HB1745
 HB1745  NAD 83(1997)-  37 18 59.30363(N)    089 37 10.11088(W) AD(       ) 1
 HB1745  NAD 83(1997)-  37 18 59.31369(N)    089 37 10.11236(W) AD(       ) 1
 HB1745  NAD 83(1986)-  37 18 59.31784(N)    089 37 10.11495(W) AD(       ) 1
 HB1745  NAD 27      -  37 18 59.13000(N)    089 37 09.77300(W) AD(       ) 1
 HB1745  NGVD 29 (09/22/93)  159.7    (m)          524.     (f) VERT ANG       
 HB1745
 HB1745.Superseded values are not recommended for survey control.
 HB1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1745.See file dsdata.txt to determine how the superseded data were derived.
 HB1745
 HB1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG6787733199(NAD 83)
 HB1745_MARKER: DH = HORIZONTAL CONTROL DISK
 HB1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1745_SP_SET: CONCRETE POST
 HB1745_STAMPING: KIES 1938 1983
 HB1745_MARK LOGO: NGS   
 HB1745_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 HB1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1745+STABILITY: SURFACE MOTION
 HB1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1745+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1983
 HB1745
 HB1745  HISTORY     - Date     Condition        Report By
 HB1745  HISTORY     - 19830917 MONUMENTED       NGS
 HB1745  HISTORY     - 1988     GOOD             USPSQD
 HB1745
 HB1745                          STATION DESCRIPTION
 HB1745
 HB1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HB1745'THE SURFACE STA. MARK WAS FOUND SITTING ON A MOUND OF DIRT LEFT WHEN
 HB1745'A BUILDING WAS ERECTED.  REFERENCE MARKS 1,2, AND THE AZIMUTH MARK
 HB1745'WERE RECOVERED IN GOOD CONDITION BUT REFERENCE MARK 2 IS OBSTRUCTED
 HB1745'BY THE BUILDING AND THE AZIMUTH MARK IS OBSTRUCTED BY TREES.  THE
 HB1745'UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION. THE EXACT
 HB1745'HORIZONTAL POSITION OF THE UNDERGROUND MARK WAS HELD AND THEN THE
 HB1745'UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE MARK WAS SET. THIS
 HB1745'MARK IS 0.46 M (1.51 FT) LOWER THAN THE ORIGINAL MARK. REFERENCE MARK
 HB1745'3 AND AN AZIMUTH MARK 2 WERE ESTABLISHED.  THE DISTANCE TO REFERENCE
 HB1745'MARK 1 WAS 0.008 M (0.026 FT) SHORTER THAN 1938 DATA AND THE
 HB1745'DIRECTION WAS 44 SECONDS LARGER.  A POLARIS OBSERVATION WAS TAKEN
 HB1745'FROM THE NEW AZIMUTH MARK BACK TO THE STATION. DUE TO THE ABOVE AND
 HB1745'ROAD CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION IS
 HB1745'LOCATED ABOUT 8 KM (5.0 MI) SOUTHEAST OF JACKSON, 8 KM (5.0 MI) WEST
 HB1745'OF CAPE GIRARDEAU AND ON PROPERTY OWNED BY BUSS F. PAAR, 301 THEMIS
 HB1745'STREET, CAPE GIRARDEAU, MISSOURI 63701.
 HB1745'THE STATION IS AT MR. PAARS SHOP
 HB1745'BUILDING. TO REACH THE STATION FROM THE OVERPASS BRIDGE OF STATE ROAD
 HB1745'K OVER INTERSTATE HIGHWAY 55, AT THE WEST EDGE OF CAPE GIRARDEAU, GO
 HB1745'WEST ON ROAD K FOR 3.94 KM (2.45 MI) TO CAPE GIRARDEAU COUNTY ROAD
 HB1745'318 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY ROAD 318 FOR
 HB1745'0.56 KM (0.35 MI) TO A METAL BUILDING AND THE STATION ON THE LEFT.
 HB1745'
 HB1745'THE STATION IS A STANDARD NGS DISK STAMPED--KIES 1938 1983--, SET
 HB1745'INTO THE TOP OF A ROUND CONCRETE MONUMENT 0.30 M (0.98 FT) IN
 HB1745'DIAMETER FLUSH WITH THE GROUND.  THE STATION IS 29.3 M (96.1 FT) WEST
 HB1745'OF THE CENTERLINE OF THE ROAD, 17.41 M (57.12 FT) ENE OF THE
 HB1745'NORTHWEST CORNER OF A METAL BUILDING, 3.81 M (12.50 FT) WNW OF THE
 HB1745'NORTHEAST CORNER OF THE BUILDING, AND 1.89 M (6.20 FT) NORTH OF THE
 HB1745'NORTH WALL OF THE BUILDING.  THE MARK IS 8.009 M (26.276 FT) EAST OF
 HB1745'RM 3 AND 27.670 M (90.781 FT) SOUTHWEST OF RM 1. THE UNDERGROUND
 HB1745'MARK IS A STANDARD NGS DISK STAMPED KIES 1938 1983, SET INTO AN
 HB1745'IRREGULAR MASS OF CONCRETE 3.0 FT (0.9 M) BELOW THE SURFACE.
 HB1745'
 HB1745'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--KIES NO 1 1938--,
 HB1745'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 HB1745'DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND LOCATED 91.3 FT
 HB1745'(27.8 M) NNE FROM THE NORTHEAST CORNER OF THE BUILDING, 48.0 FT (14.6
 HB1745'M) W FROM THE CENTERLINE OF THE ROAD, AND 1 FT (0.3 M) LOWER THAN THE
 HB1745'STATION.
 HB1745'
 HB1745'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--KIES NO 2 1938--,
 HB1745'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM)
 HB1745'IN DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND LOCATED
 HB1745'49.1 FT (15.0 M) SE FROM THE SOUTHEAST CORNER OF THE BUILDING, AND
 HB1745'49.0 FT (14.9 M) W FROM THE CENTERLINE OF THE ROAD.
 HB1745'
 HB1745'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--KIES 1938 NO 3
 HB1745'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 HB1745'(30 CM) IN DIAMETER, FLUSH WITH
 HB1745'GROUND LOCATED 36.2 FT (11.0 M) WNW FROM THE NORTHEAST CORNER OF THE
 HB1745'BUILDING, 30.4 FT (9.3 M) ENE FROM THE NORTHWEST CORNER OF THE
 HB1745'BUILDING, 2.8 FT (0.9 M) N FROM THE NORTH WALL OF THE BUILDING AND 2
 HB1745'FT (0.6 M) LOWER THAN THE STATION.
 HB1745'
 HB1745'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--KIES 1938 NO 2
 HB1745'1983--, SET INTO THE TOP OF A ROUND
 HB1745'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND
 HB1745'LOCATED 18.8 FT (5.7 M) S FROM THE NORTHWEST CORNER OF THE BARN, 20.8
 HB1745'FT (6.3 M) N FROM THE SOUTHWEST CORNER OF THE BARN, AND 5.7 FT (1.7 M)
 HB1745'W FROM THE WEST WALL OF THE BARN.  TO REACH THE AZIMUTH MARK FROM THE
 HB1745'STATION, GO NORTH ON ROAD 318 FOR 0.40 KM (0.25 MI) TO A FARM LANE
 HB1745'JUST PAST A BRICK HOUSE OWNED BY ROBERT BROTHERS, ROUTE 2, BOX 472,
 HB1745'CAPE, GIRARDEAU.  THE ORIGINAL AZIMUTH MARK IS 11.59 M (38.02 FT) EAST
 HB1745'OF THE SOUTHEAST CORNER OF THE HOUSE.  TURN RIGHT AND GO EAST ON THE
 HB1745'FARM LANE FOR 0.56 KM (0.35 MI) TO THE AZIMUTH MARK 2 AT THE WEST SIDE
 HB1745'OF A BARN.
 HB1745'
 HB1745'DESCRIBED BY JERRY A. ODUM.
 HB1745
 HB1745                          STATION RECOVERY (1988)
 HB1745
 HB1745'RECOVERY NOTE BY US POWER SQUADRON 1988 (GM)
 HB1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1845 ***********************************************************************
 HB1845  DESIGNATION -  KIES RM 4
 HB1845  PID         -  HB1845
 HB1845  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1845  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB1845
 HB1845                         *CURRENT SURVEY CONTROL
 HB1845  ___________________________________________________________________
 HB1845* NAD 83(1997)-  37 18 58.83983(N)    089 37 08.79153(W)     ADJUSTED  
 HB1845* NAVD 88     -       156.0    (meters)     512.     (feet)  VERTCON   
 HB1845  ___________________________________________________________________
 HB1845  X           -      33,763.220 (meters)                     COMP
 HB1845  Y           -  -5,078,776.631 (meters)                     COMP
 HB1845  Z           -   3,845,450.716 (meters)                     COMP
 HB1845  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 HB1845  ELLIP HEIGHT-         127.77  (meters)          (02/17/00) GPS OBS
 HB1845  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HB1845
 HB1845  HORZ ORDER  -  FIRST
 HB1845  ELLP ORDER  -  FOURTH    CLASS I
 HB1845
 HB1845.The horizontal coordinates were established by GPS observations
 HB1845.and adjusted by the National Geodetic Survey in February 2000..
 HB1845
 HB1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1845
 HB1845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1845
 HB1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1845
 HB1845.The ellipsoidal height was determined by GPS observations
 HB1845.and is referenced to NAD 83.
 HB1845
 HB1845.The geoid height was determined by GEOID03.
 HB1845
 HB1845;                    North         East     Units Scale Factor Converg.
 HB1845;SPC MO E     -   164,922.211   328,079.191   MT  1.00000840   +0 32 02.5
 HB1845;UTM  16      - 4,133,183.474   267,909.362   MT  1.00026358   -1 35 18.4
 HB1845
 HB1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1845!SPC MO E     -   0.99997995  x   1.00000840  =   0.99998835
 HB1845!UTM  16      -   0.99997995  x   1.00026358  =   1.00024352
 HB1845
 HB1845                          SUPERSEDED SURVEY CONTROL
 HB1845
 HB1845  NAD 83(1997)-  37 18 58.83987(N)    089 37 08.79152(W) AD(       ) 1
 HB1845  NAD 83(1997)-  37 18 58.84990(N)    089 37 08.79291(W) AD(       ) 1
 HB1845  NAD 83(1986)-  37 18 58.85409(N)    089 37 08.79568(W) AD(       ) 1
 HB1845  NGVD 29 (09/22/93)  156.0    (m)          512.     (f) GPS OBS        
 HB1845
 HB1845.Superseded values are not recommended for survey control.
 HB1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1845.See file dsdata.txt to determine how the superseded data were derived.
 HB1845
 HB1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG6790933183(NAD 83)
 HB1845_MARKER: DR = REFERENCE MARK DISK
 HB1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1845_SP_SET: CONCRETE POST
 HB1845_STAMPING: KIES 1938 1990 NO 4
 HB1845_MARK LOGO: NGS   
 HB1845_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HB1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1845+STABILITY: SURFACE MOTION
 HB1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1845+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1992
 HB1845
 HB1845  HISTORY     - Date     Condition        Report By
 HB1845  HISTORY     - 1990     MONUMENTED       MODNR
 HB1845  HISTORY     - 19920201 GOOD
 HB1845
 HB1845                          STATION DESCRIPTION
 HB1845
 HB1845'DESCRIBED BY MO DEPT OF NAT RES 1990
 HB1845'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1845'NGS STATION KIES, 1938 WAS RAISED IN PLACE AND A NEW REFERENCE MARK,
 HB1845'NO. 3 AND AZIMUTH MARK NO. 2 WERE ESTABLISHED IN 1983.  THE STATION,
 HB1845'REFERENCE MARKS, NO. 1, NO. 2, NO. 3 AND THE ORIGINAL AND 1983
 HB1845'AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.  STATION AND
 HB1845'REFERENCE MARKS LACK SATELLITE VISIBILITY AND A NEW STATION KIES,
 HB1845'1938, NO. 4, 1990 WAS ESTABLISHED.  UNDERGROUND MARK IS A MO DNR
 HB1845'GEOGRAPHIC REFERENCE SYSTEM DISK STAMPED KIES, 1938, 1990, U, NO. 4.
 HB1845'THE SURFACE DISK IS AN NGS REFERENCE MARK DISK STAMPED KIES, 1938,
 HB1845'1990 NO. 4.  MONUMENT IS A STANDARD MO DNR INSTALLATION FOR
 HB1845'GEOGRAPHIC REFERENCE SYSTEM STATION MARKS. IT IS 14.6 FT (4.5 M) EAST
 HB1845'OF CENTER LINE OF CAPE GIRARDEAU COUNTY RD. 318, 4 1/2 FEET EAST OF
 HB1845'THE EDGE OF PAVEMENT, 25.0 FT (7.6 M) NORTH OF AN ALUMINUM NAIL IN
 HB1845'THE WEST SIDE OF A POWER POLE SW 1992, 76.7 FT (23.4 M) NE OF
 HB1845'KIES, 1938 NO. 2, 116.6 FT (35.5 M) SE OF KIES, 1938, 1983 AND 2
 HB1845'1/2 FT SOUTH OF A WITNESS POST.
 HB1845'THE AZIMUTH MARK, KIES, 1938, NO. 2, 1983 IS ABOUT 0.4 MILES EAST ON
 HB1845'THE WEST SIDE OF A BARN.  IT IS 18.9 FT (5.8 M) SSW OF THE NW
 HB1845'CORNER, 5.6 FT (1.7 M) WEST OF THE WEST WALL AND 20.8 FT (6.3 M)
 HB1845'NNW OF THE SE CORNER OF THE FOUNDATION.
 HB1845'STATION AND AZIMUTH MARK TO REACH
 HB1845'TO REACH THE STATION FROM I-55 EXIT (ROUTE K) ON THE WEST EDGE OF CAPE
 HB1845'GIRARDEAU, GO WEST ON ROUTE K FOR 2.45 MILES TO COUNTY ROAD 318 ON
 HB1845'THE RIGHT.  TURN RIGHT AND GO NORTH ON ROAD 318 FOR 0.35 MILES TO A
 HB1845'METAL BUILDING ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 HB1845'TO REACH THE AZIMUTH MARK, KIES, 1938, NO. 2, 1983 FROM THE STATION GO
 HB1845'NORTH ON COUNTY ROAD 318 FOR 0.25 MILES TO A FARM LAND JUST BEYOND A
 HB1845'BRICK RESIDENCE (THE ORIGINAL AZIMUTH MARK IS 35 FT (10.7 M) EAST
 HB1845'OF THE SOUTHEAST CORNER OF THIS HOUSE).   TURN RIGHT AND GO EAST ON
 HB1845'THE FARM LANE FOR 0.35 MILES TO THE AZIMUTH MARK AT THE WEST SIDE OF
 HB1845'THE BARN.
 HB1845'SPECIAL INFORMATION
 HB1845'DATE OF REPORT 07-25-1991
 HB1845
 HB1845                          STATION RECOVERY (1992)
 HB1845
 HB1845'RECOVERED 1992
 HB1845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1785 ***********************************************************************
 HB1785  DESIGNATION -  KILLION
 HB1785  PID         -  HB1785
 HB1785  STATE/COUNTY-  MO/PERRY
 HB1785  USGS QUAD   -  BELGIQUE (1993)
 HB1785
 HB1785                         *CURRENT SURVEY CONTROL
 HB1785  ___________________________________________________________________
 HB1785* NAD 83(1997)-  37 48 10.81092(N)    089 47 26.78507(W)     ADJUSTED  
 HB1785* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 HB1785  ___________________________________________________________________
 HB1785  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HB1785  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HB1785
 HB1785  HORZ ORDER  -  FIRST
 HB1785
 HB1785.The horizontal coordinates were established by classical geodetic methods
 HB1785.and adjusted by the National Geodetic Survey in February 2000..
 HB1785
 HB1785.The orthometric height was scaled from a topographic map.
 HB1785
 HB1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1785
 HB1785.The geoid height was determined by GEOID03.
 HB1785
 HB1785;                    North         East     Units Scale Factor Converg.
 HB1785;SPC MO E     -   218,805.025   312,455.602   MT  0.99998136   +0 26 05.0
 HB1785;SPC IL W     -   126,172.088   733,101.845   MT  0.99995467   +0 13 49.5
 HB1785;SPC IL W     -   413,949.59  2,405,184.97   sFT  0.99995467   +0 13 49.5
 HB1785;UTM  16      - 4,187,627.583   254,299.158   MT  1.00034362   -1 42 41.2
 HB1785
 HB1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1785!SPC MO E     -   0.99997446  x   0.99998136  =   0.99995582
 HB1785!SPC IL W     -   0.99997446  x   0.99995467  =   0.99992913
 HB1785!UTM  16      -   0.99997446  x   1.00034362  =   1.00031807
 HB1785
 HB1785:                Primary Azimuth Mark                     Grid Az
 HB1785:SPC MO E     -  LONGTOWN LUTH CHURCH SPIRE               174 27 07.6
 HB1785:SPC IL W     -  LONGTOWN LUTH CHURCH SPIRE               174 39 23.1
 HB1785:UTM  16      -  LONGTOWN LUTH CHURCH SPIRE               176 35 53.8
 HB1785
 HB1785|---------------------------------------------------------------------|
 HB1785| PID    Reference Object                     Distance      Geod. Az  |
 HB1785|                                                           dddmmss.s |
 HB1785| HB1766 LONGTOWN LUTH CHURCH SPIRE          APPROX.14.5 KM 1745312.6 |
 HB1785| CI4004 KILLION RM 1                         20.910 METERS 17506     |
 HB1785| HB1767 PERRYVILLE COURTHOUSE SPIRE         APPROX.10.7 KM 2162754.8 |
 HB1785| HB1769 PERRYVILLE MUNICIPAL TOWER          APPROX.11.1 KM 2164819.4 |
 HB1785| HB1768 PERRYVILLE INTERN SHOE TOWER        APPROX.10.6 KM 2203357.1 |
 HB1785| HB1776 PERRYVILLE ST MARYS SEM TOWER       APPROX.12.4 KM 2263301.8 |
 HB1785| HB1786 DOWL                                APPROX.10.0 KM 2742149.9 |
 HB1785| CI4005 KILLION RM 2                         21.860 METERS 30817     |
 HB1785| HB1781 CHESTER MUNICIPAL WATER TOWER       APPROX.12.4 KM 3454955.4 |
 HB1785| HB1779 CHESTER CATHOLIC CHURCH SPIRE       APPROX.12.5 KM 3460913.4 |
 HB1785| HB1780 CHESTER INT SHOE CO WATER TWR       APPROX.12.5 KM 3471043.8 |
 HB1785| HB1782 CHESTER ST JOHNS LUTH CHURCH        APPROX.12.8 KM 3472824.9 |
 HB1785|---------------------------------------------------------------------|
 HB1785
 HB1785                          SUPERSEDED SURVEY CONTROL
 HB1785
 HB1785  NAD 83(1997)-  37 48 10.81116(N)    089 47 26.78548(W) AD(       ) 1
 HB1785  NAD 83(1986)-  37 48 10.81977(N)    089 47 26.78292(W) AD(       ) 1
 HB1785  NAD 27      -  37 48 10.63000(N)    089 47 26.39900(W) AD(       ) 1
 HB1785
 HB1785.Superseded values are not recommended for survey control.
 HB1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1785.See file dsdata.txt to determine how the superseded data were derived.
 HB1785
 HB1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG5429987628(NAD 83)
 HB1785_MARKER: H = DRILL HOLE
 HB1785_SETTING: 0 = UNSPECIFIED SETTING
 HB1785
 HB1785  HISTORY     - Date     Condition        Report By
 HB1785  HISTORY     - 1931     MONUMENTED       MRC
 HB1785  HISTORY     - 1931     SEE DESCRIPTION  CGS
 HB1785
 HB1785                          STATION DESCRIPTION
 HB1785
 HB1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 HB1785'ON HIGH AND WOODED POINT OF MISSOURI BLUFFS, ABOUT 6-1/2 MILES, AIR
 HB1785'LINE, NORTHEAST OF PERRYVILLE, ON LAND OWNED BY JOHN
 HB1785'CHRISTIANSON.  TO REACH FROM NORTHEAST CORNER OF COURTHOUSE YARD AT
 HB1785'PERRYVILLE, GO NORTH 1.3 MILES ON CHESTER ROAD, TAKE DIRT ROAD ON
 HB1785'RIGHT 1.6 MILES, TAKE LEFT FORK TO NORTH 0.7 MILE, FOLLOW MAIN ROAD
 HB1785'TO RIGHT 0.8 MILE, FOLLOW MAIN ROAD TO LEFT 0.5 MILE, GO UP HILL
 HB1785'TO RIGHT, CONTINUE 1.5 MILES, KEEP TO RIGHT (DIM ROAD ON LEFT GOES UP
 HB1785'STREILE BRANCH), AND PROCEED 1.0 MILE TO WHITE HOUSE WITH TIN ROOF,
 HB1785'DOUBLE BACK SHARPLY TO RIGHT ONTO FARM ROAD ON SOUTH SIDE OF HOUSE,
 HB1785'PROCEED 0.4 MILE TO LARGE LONE TREE IN CULTIVATED FIELD ON LEFT SIDE
 HB1785'OF ROAD, FOLLOW FARM ROAD DOWN HILL TO EASTWARD AND UP RIDGE
 HB1785'THROUGH WOODS INTO ORCHARD, FOLLOW CREST OF RIDGE THROUGH ORCHARD,
 HB1785'PASS THROUGH FENCE ON EAST SIDE OF ORCHARD, AND FOLLOW DIM ROAD
 HB1785'UP RIDGE AND THROUGH WOODS TO STATION SITE.  MARKED BY 6-INCH SQUARE
 HB1785'GRANITE POST, PROJECTING ABOUT 4 INCHES ABOVE SURFACE OF
 HB1785'GROUND, WITH LETTERS US AND CENTER HOLE IN SURFACE.  REFERENCE MARKS
 HB1785'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 HB1785'IN WOODS, ABOUT 4 FEET NORTH OF SQUARE-BLAZED OAK TREE, AND 20.91
 HB1785'METERS (68.6 FEET) FROM STATION, S 04 DEG 54 MIN E.  NO. 2 IS
 HB1785'IN WOODS, ABOUT 2 FEET SOUTHEAST OF 12-INCH TRIANGULAR-BLAZED
 HB1785'OAK TREE, AND 21.86 METERS (71.7 FEET) FROM STATION, APPROXIMATE
 HB1785'N 51 DEG 43 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0888 ***********************************************************************
 HC0888  DESIGNATION -  KINDERPOST
 HC0888  PID         -  HC0888
 HC0888  STATE/COUNTY-  MO/TEXAS
 HC0888  USGS QUAD   -  BEULAH (1954)
 HC0888
 HC0888                         *CURRENT SURVEY CONTROL
 HC0888  ___________________________________________________________________
 HC0888* NAD 83(1997)-  37 34 17.11443(N)    091 56 53.63231(W)     ADJUSTED  
 HC0888* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 HC0888  ___________________________________________________________________
 HC0888  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 HC0888  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 HC0888
 HC0888  HORZ ORDER  -  FIRST
 HC0888
 HC0888.The horizontal coordinates were established by classical geodetic methods
 HC0888.and adjusted by the National Geodetic Survey in February 2000..
 HC0888
 HC0888.The orthometric height was scaled from a topographic map.
 HC0888
 HC0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0888
 HC0888.The geoid height was determined by GEOID03.
 HC0888
 HC0888;                    North         East     Units Scale Factor Converg.
 HC0888;SPC MO C     -   193,009.446   548,740.838   MT  0.99996259   +0 20 11.2
 HC0888;UTM  15      - 4,158,784.820   592,878.655   MT  0.99970625   +0 38 28.9
 HC0888
 HC0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0888!SPC MO C     -   0.99994417  x   0.99996259  =   0.99990676
 HC0888!UTM  15      -   0.99994417  x   0.99970625  =   0.99965044
 HC0888
 HC0888|---------------------------------------------------------------------|
 HC0888| PID    Reference Object                     Distance      Geod. Az  |
 HC0888|                                                           dddmmss.s |
 HC0888| CN6513 KINDERPOST RM 1                      41.391 METERS 03944     |
 HC0888| HC0846 LICKING HIGH SCHOOL CUPOLA          APPROX.12.1 KM 1374844.7 |
 HC0888| HC0843 LICKING MUNICIPAL TANK              APPROX.12.2 KM 1380103.3 |
 HC0888| HD1102 VADA LOOKOUT TOWER                  APPROX.13.7 KM 2200135.9 |
 HC0888| CN6512 KINDERPOST AZ MK                                   3164533.4 |
 HC0888| CN6514 KINDERPOST RM 2                      28.432 METERS 32021     |
 HC0888| HC0887 TEXAS LOOKOUT TOWER                 APPROX. 3.3 KM 3261945.8 |
 HC0888|---------------------------------------------------------------------|
 HC0888
 HC0888                          SUPERSEDED SURVEY CONTROL
 HC0888
 HC0888  NAD 83(1986)-  37 34 17.12699(N)    091 56 53.63031(W) AD(       ) 1
 HC0888  NAD 27      -  37 34 16.97800(N)    091 56 53.06600(W) AD(       ) 1
 HC0888
 HC0888.Superseded values are not recommended for survey control.
 HC0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0888.See file dsdata.txt to determine how the superseded data were derived.
 HC0888
 HC0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9287958785(NAD 83)
 HC0888_MARKER: DD = SURVEY DISK
 HC0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0888
 HC0888  HISTORY     - Date     Condition        Report By
 HC0888  HISTORY     - 1939     MONUMENTED       CGS
 HC0888  HISTORY     - 1947     GOOD             CGS
 HC0888
 HC0888                          STATION DESCRIPTION
 HC0888
 HC0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0888'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 17, R 9 W,
 HC0888'T 33 N, 0.25 MILE SOUTHWEST OF THE KINDERPOST STORE AND POST OFFICE,
 HC0888'0.2 MILE WEST OF THE WALNUT RIDGE SCHOOL, AND APPROXIMATELY 7
 HC0888'MILES NORTHWEST OF LICKING.  IT IS 91 FEET SOUTH OF THE CENTERLINE
 HC0888'OF AN EAST-WEST ROAD, IN TIMBERLAND ON THE HIGHEST POINT IN THE
 HC0888'IMMEDIATE VICINITY.  THE FORESTRY SERVICE LOOKOUT TOWER, WHICH
 HC0888'IS 4 MILES NORTHWEST OF THE STATION, IS ON A HIGHER HILL.  THE
 HC0888'MARK PROJECTS 3 INCHES ABOVE THE GROUND AND IS
 HC0888'STAMPED KINDERPOST 1938.  THE STATION WAS MONUMENTED IN 1938 AND
 HC0888'OCCUPIED IN 1939.
 HC0888'
 HC0888'TO REACH THE STATION FROM LICKING, GO NORTH ON PAVED MISSOURI
 HC0888'HIGHWAY NO. 63 FOR 2.1 MILES, TURN LEFT AT THE KINDERPOST SIGN AND
 HC0888'FOLLOW A NARROW AND CROOKED ROAD NORTH AND WEST FOR 5.4 MILES TO
 HC0888'A T-INTERSECTION, TURN RIGHT AND GO 0.8 MILE TO THE WALNUT RIDGE
 HC0888'SCHOOL, 0.1 MILE SOUTH OF THE KINDERPOST POST OFFICE ON THE TOP
 HC0888'OF A HILL, TURN LEFT, PASSING ON THE SOUTH (LEFT) SIDE OF THE
 HC0888'SCHOOL, AND GO 0.2 MILE TO THE TOP OF THE HILL AND THE STATION ON
 HC0888'THE LEFT (SOUTH) SIDE OF THE ROAD.
 HC0888'
 HC0888'REFERENCE MARK NO. 1 IS 41.391 METERS, 135.79 FEET, NORTHEAST OF
 HC0888'THE STATION, 1-FOOT SOUTH OF AN EAST-WEST FENCE LINE, 17-FEET
 HC0888'NORTH OF THE CENTERLINE OF THE ROAD, AND 14 FEET WEST OF AN
 HC0888'18-INCH OAK TREE.  THE MARK PROJECTS 3 INCHES ABOVE
 HC0888'THE GROUND AND IS STAMPED KINDERPOST NO 1 1938.
 HC0888'
 HC0888'REFERENCE MARK NO. 2 IS 28.432 METERS, 93.28 FEET, NORTHWEST OF
 HC0888'THE STATION, 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 9
 HC0888'FEET SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS
 HC0888'3 INCHES ABOVE THE GROUND AND IS STAMPED KINDERPOST NO 2 1938.
 HC0888'
 HC0888'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTHWEST OF THE
 HC0888'STATION, ON THE SOUTH SIDE OF AN EAST-WEST RAIL FENCE.  IT IS
 HC0888'80 YARDS EAST OF A NORTH-SOUTH FENCE, AND 20 FEET EAST-NORTHEAST
 HC0888'OF A LONE 12 INCH OAK TREE.  THE MARK, NOTE 11B, PROJECTS 4 INCHES
 HC0888'ABOVE THE GROUND AND IS STAMPED KINDERPOST 1938.  TO REACH THE
 HC0888'MARK FROM THE STATION, GO EAST 0.2 MILE TO THE SCHOOL HOUSE, TURN
 HC0888'LEFT AND GO NORTH 0.7 MILE TO A LANE TO THE LEFT (WEST), GO 0.35
 HC0888'MILE ALONG THE LANE, PASSING TO THE NORTH OF A HOUSE, TURN LEFT
 HC0888'AND GO 0.15 MILE, TURN LEFT AND GO 0.2 MILE TO A HOUSE, PASS THE
 HC0888'SOUTHWEST CORNER OF THE LARGE BARN AND GO SOUTH ACROSS A PASTURE
 HC0888'FOR 0.3 MILE TO A RAIL FENCE AND THE MARK.
 HC0888'
 HC0888'A 50-FOOT TOWER WILL SEE ALL LINES.
 HC0888'
 HC0888'HEIGHT OF LIGHT ABOVE STATON MARK 30 METERS.
 HC0888
 HC0888                          STATION RECOVERY (1947)
 HC0888
 HC0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0888'THE STATION WAS RECOVERED AS DESCRIBED BY F.B.Q. IN 1939 AND
 HC0888'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO MARKS
 HC0888'WERE CHECKED AND FOUND TO BE CORRECT.  THE RAIL FENCE MENTIONED
 HC0888'IN THE AZIMUTH MARK DESCRIPTION HAS BEEN REPLACED WITH A WIRE
 HC0888'FENCE.  A COMPLETE NEW DESCRIPTION FOLLOWS.  (THIS STATION WAS
 HC0888'BUILT IN 1938 BUT NOT OCCUPIED UNTIL 1939.)
 HC0888'
 HC0888'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF LICKING, ABOUT
 HC0888'0.25 MILE WEST OF KINDERPOST POST OFFICE, ABOUT 0.2 MILES WEST
 HC0888'OF THE WALNUT RIDGE SCHOOL, ON THE HIGHEST POINT IN THE
 HC0888'IMMEDIATE VICINITY.  IT IS 91 FEET SOUTH OF THE CENTERLINE
 HC0888'OF AN EAST-WEST ROAD.  THE DISK IS STAMPED KINDERPOST 1938
 HC0888'AND PROJECTS 3 INCHES.
 HC0888'AND PROJECTS 3 INCHES.
 HC0888'
 HC0888'REFERENCE MARK NO. 1 IS 135.79 FEET NORTHEAST OF THE STATION, 17
 HC0888'FEET NORTH OF THE CENTERLINE OF THE ROAD, 14 FEET WEST OF AN
 HC0888'18 INCH OAK TREE, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.  THE
 HC0888'DISK IS STAMPED KINDERPOST NO 1 1938 AND PROJECTS 3 INCHES.
 HC0888'
 HC0888'REFERENCE MARK NO. 2 IS 93.28 FEET NORTHWEST OF THE STATION, 28
 HC0888'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 9 FEET SOUTH OF
 HC0888'AN EAST-WEST OF FENCE.  THE DISK IS STAMPED KINDERPOST NO 2
 HC0888'1938.
 HC0888'
 HC0888'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTHWEST OF THE
 HC0888'STATION, 80 YARDS EAST OF A NORTH-SOUTH FENCE, 20 FEET
 HC0888'EAST-NORTHEAST OF A 12 INCH OAK TREE, 4 FEET SOUTH OF AN
 HC0888'EAST-WEST FENCE, AND 2 FEET EAST OF A WITNESS POST.  THE DISK
 HC0888'IS STAMPED KINDERPOST 1938 AND PROJECTS 4 INCHES.
 HC0888'
 HC0888'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND
 HC0888'STATE HIGHWAY 32 IN LICKING, GO NORTH ON U.S. HIGHWAY 63 FOR 10.15
 HC0888'MILES TO A SIDE ROAD LEFT.  TURN LEFT, AS PER SIGN BEULAH 4 AND
 HC0888'GO 3.75 MILES TO THE BEULAH POST OFFICE.  CONTINUE 0.05 MILE,
 HC0888'TAKE THE LEFT FORK AND GO 3.55 MILES TO A SIDE ROAD LEFT.  TURN
 HC0888'LEFT, SOUTH, AND GO 0.85 MILE TO A FORK.  TAKE THE LEFT FORK
 HC0888'AND FOLLOW THE MAIN TRAVELLED ROAD FOR 2.45 MILES TO FORKS AT
 HC0888'THE KINDERPOST POST OFFICE.  TAKE THE RIGHT FORK FOR 0.05 MILE
 HC0888'TO THE WALNUT RIDGE SCHOOL ON THE RIGHT.  CONTINUE UP THE
 HC0888'HILL TO THE WEST FOR 0.25 MILE TO THE TOP OF THE HILL AND THE
 HC0888'STATION ON THE LEFT AS DESCRIBED.
 HC0888'
 HC0888'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE
 HC0888'KINDERPOST POST OFFICE, AND GO NORTH FOR 0.7 MILE TO A LANE
 HC0888'LEADING WEST.  TURN RIGHT INTO THE LANE AND GO 0.45 MILE TO A
 HC0888'HOUSE.  PASS ALONG THE SOUTH SIDE OF THE HOUSE AND FOLLOW A TRACK
 HC0888'ROAD SOUTHWESTERLY ACROSS THE PASTURE FOR 0.3 MILE TO A WIRE
 HC0888'FENCE.  TURN LEFT ALONG THE NORTH SIDE OF THE FENCE AND GO
 HC0888'0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1718 ***********************************************************************
 GD1718  DESIGNATION -  KINFOLKS
 GD1718  PID         -  GD1718
 GD1718  STATE/COUNTY-  MO/PEMISCOT
 GD1718  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1718
 GD1718                         *CURRENT SURVEY CONTROL
 GD1718  ___________________________________________________________________
 GD1718* NAD 83(1997)-  36 07 30.06927(N)    089 37 55.13334(W)     ADJUSTED  
 GD1718* NAVD 88     -        87.2    (meters)     286.     (feet)  VERTCON   
 GD1718  ___________________________________________________________________
 GD1718  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 GD1718  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GD1718
 GD1718  HORZ ORDER  -  FIRST
 GD1718
 GD1718.The horizontal coordinates were established by classical geodetic methods
 GD1718.and adjusted by the National Geodetic Survey in February 2000..
 GD1718
 GD1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1718
 GD1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1718
 GD1718.The geoid height was determined by GEOID03.
 GD1718
 GD1718;                    North         East     Units Scale Factor Converg.
 GD1718;SPC MO E     -    32,711.859   328,135.747   MT  1.00000853   +0 30 42.4
 GD1718;UTM  16      - 4,001,023.755   263,135.124   MT  1.00029135   -1 33 08.7
 GD1718
 GD1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1718!SPC MO E     -   0.99999076  x   1.00000853  =   0.99999929
 GD1718!UTM  16      -   0.99999076  x   1.00029135  =   1.00028211
 GD1718
 GD1718:                Primary Azimuth Mark                     Grid Az
 GD1718:SPC MO E     -  KINFOLKS AZ MK                           013 07 28.7
 GD1718:UTM  16      -  KINFOLKS AZ MK                           015 11 19.8
 GD1718
 GD1718|---------------------------------------------------------------------|
 GD1718| PID    Reference Object                     Distance      Geod. Az  |
 GD1718|                                                           dddmmss.s |
 GD1718| GD1744 KINFOLKS AZ MK                      APPROX. 1.0 KM 0133811.1 |
 GD1718| GD1745 KINFOLKS RM 1                        21.673 METERS 01342     |
 GD1718| CG3634 KINFOLKS RM 2                        26.398 METERS 18514     |
 GD1718|---------------------------------------------------------------------|
 GD1718
 GD1718                          SUPERSEDED SURVEY CONTROL
 GD1718
 GD1718  NAD 83(1997)-  36 07 30.06936(N)    089 37 55.13334(W) AD(       ) 1
 GD1718  NAD 83(1997)-  36 07 30.06946(N)    089 37 55.13340(W) AD(       ) 1
 GD1718  NAD 83(1997)-  36 07 30.07193(N)    089 37 55.13468(W) AD(       ) 1
 GD1718  NAD 83(1997)-  36 07 30.07009(N)    089 37 55.13313(W) AD(       ) 1
 GD1718  NAD 83(1986)-  36 07 30.08005(N)    089 37 55.13275(W) AD(       ) 1
 GD1718  NAD 27      -  36 07 29.83019(N)    089 37 54.84838(W) AD(       ) 1
 GD1718  NGVD 29 (07/19/86)   87.1    (m)          286.     (f) VERT ANG       
 GD1718
 GD1718.Superseded values are not recommended for survey control.
 GD1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1718.See file dsdata.txt to determine how the superseded data were derived.
 GD1718
 GD1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6313501024(NAD 83)
 GD1718_MARKER: DD = SURVEY DISK
 GD1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1718_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1718_STAMPING: KINFOLKS 1977
 GD1718_MARK LOGO: NGS   
 GD1718_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1718+STABILITY: SURFACE MOTION
 GD1718
 GD1718  HISTORY     - Date     Condition        Report By
 GD1718  HISTORY     - 1977     MONUMENTED       NGS
 GD1718  HISTORY     - 20000214 GOOD             USE
 GD1718
 GD1718                          STATION DESCRIPTION
 GD1718
 GD1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (OWM)
 GD1718'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF
 GD1718'CARUTHERSVILLE, 1/2 MILE SOUTHWEST OF INTERSTATE HIGHWAY 155,
 GD1718'AND ON THE MAIN LEVEE OF THE ST. FRANCIS LEVEE DISTRICT OF
 GD1718'MISSOURI, ALONG THE WEST BANK OF THE MISSISSIPPI RIVER AND
 GD1718'IN THE SE CORNER OF THE NE 1/4 SECTION 10, R12E, T17N.
 GD1718'
 GD1718'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 155 AND STATE
 GD1718'ROUTE Y, ABOUT 2 MILES SOUTH OF CARUTHERSVILLE, GO SOUTH ON
 GD1718'STATE ROUTE Y FOR 1.8 MILES TO A CROSSROAD AT THE END OF THE
 GD1718'PAVEMENT.  TURN LEFT AND GO EAST ON STATE ROUTE 84 FOR 1.0 MILE
 GD1718'TO A CROSSROAD AT WATTLES GROCERY.  CONTINUE EAST FOR 0.75 MILE
 GD1718'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE EAST FOR ABOUT 200
 GD1718'FEET TO THE TOP OF THE LEVEE.  TAKE A VERY SHARP LEFT ONTO THE
 GD1718'LEVEE ROAD AND PROCEED NORTH ACROSS A CATTLE GUARD FOR
 GD1718'APPROXIMATELY 150 FEET TO THE STATION ON THE LEFT.
 GD1718'
 GD1718'THE STATION MARKS, STAMPED---KINFOLKS 1977---, ARE STANDARD
 GD1718'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 GD1718'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 GD1718'IT IS 4.5 FEET SOUTHEAST OF A METAL WITNESS POST, 13 FEET WEST
 GD1718'OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, AND 34 FEET
 GD1718'NORTHEAST OF A NORTHWEST-SOUTHEAST FENCELINE.  IT IS LOCATED
 GD1718'ON THE WEST EDGE OF THE LEVEE ABOUT 150 FEET NORTH OF A CATTLE
 GD1718'GUARD. THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 GD1718'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 GD1718'
 GD1718'REFERENCE MARK 1, STAMPED---KINFOLKS NO 1 1977---, IS A
 GD1718'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
 GD1718'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1-INCH ABOVE THE
 GD1718'GROUND SURFACE.  IT IS 5.5 FEET SOUTHWEST OF A METAL WITNESS
 GD1718'POST, AND 20 FEET WEST OF THE APPROXIMATE CENTER OF THE LEVEE
 GD1718'ROAD.
 GD1718'
 GD1718'REFERENCE MARK 2, STAMPED---KINFOLKS NO 2 1977---, IS A
 GD1718'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
 GD1718'ROUND
 GD1718'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 GD1718'1.5 FEET EAST OF A NORTH-SOUTH FENCELINE, 2 FEET
 GD1718'NORTH-NORTHWEST OF A METAL WITNESS POST, 9 FEET SOUTH-SOUTHEAST
 GD1718'OF THE NORTHEAST CORNER OF A CATTLE GUARD AND 18 FEET
 GD1718'EAST-NORTHEAST OF A FORK IN THE LEVEE ROAD.
 GD1718'
 GD1718'THE AZIMUTH MARK, STAMPED---KINFOLKS 1977---, IS A
 GD1718'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH
 GD1718'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 GD1718'SURFACE.  IT IS 2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 GD1718'POST, 11 FEET WEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD,
 GD1718'AND 32 FEET SOUTH-SOUTHWEST OF A FENCE POST AT THE WEST EDGE OF
 GD1718'A CATTLE GUARD.
 GD1718'
 GD1718'BENCH MARK E 279, STAMPED---E 279 1976---, IS A STANDARD BENCH
 GD1718'MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH STEEL ROD THAT IS 6
 GD1718'INCHES BELOW THE GROUND SURFACE.  IT IS 0.8 FOOT NORTH OF A
 GD1718'METAL WITNESS POST, 5 FEET SOUTH OF CONCRETE MILEPOST
 GD1718'34/35, 19 FEET WEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD
 GD1718'AND APPROXIMATELY 170 FEET EAST OF THE CENTERLINE OF A GRAVEL
 GD1718'ROAD AND IS SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP
 GD1718'
 GD1718'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 GD1718'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK.
 GD1718'HEIGHT OF THE LIGHT ABOVE THE MARK WAS 30.2 METERS.
 GD1718'NO MEASUREMENT BETWEEN MARKS DUE TO BEING 180 DEGREES.
 GD1718
 GD1718                          STATION RECOVERY (2000)
 GD1718
 GD1718'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD1718'FOUND RM 1 IN GOOD CONDITION.  CONCRETE CHIPPED BUT GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1386 ***********************************************************************
 HD1386  DESIGNATION -  KING
 HD1386  PID         -  HD1386
 HD1386  STATE/COUNTY-  MO/DADE
 HD1386  USGS QUAD   -  ALDRICH (1981)
 HD1386
 HD1386                         *CURRENT SURVEY CONTROL
 HD1386  ___________________________________________________________________
 HD1386* NAD 83(1997)-  37 30 30.87668(N)    093 37 06.42968(W)     ADJUSTED  
 HD1386* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 HD1386  ___________________________________________________________________
 HD1386  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 HD1386  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HD1386
 HD1386  HORZ ORDER  -  SECOND
 HD1386
 HD1386.The horizontal coordinates were established by classical geodetic methods
 HD1386.and adjusted by the National Geodetic Survey in February 2000..
 HD1386
 HD1386.The orthometric height was scaled from a topographic map.
 HD1386
 HD1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1386
 HD1386.The geoid height was determined by GEOID03.
 HD1386
 HD1386;                    North         East     Units Scale Factor Converg.
 HD1386;SPC MO W     -   149,274.295   927,938.514   MT  1.00001597   +0 32 12.4
 HD1386;SPC MO C     -   186,479.603   401,116.590   MT  1.00005373   -0 40 51.8
 HD1386;UTM  15      - 4,151,472.503   445,340.897   MT  0.99963680   -0 22 35.7
 HD1386
 HD1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1386!SPC MO W     -   0.99995186  x   1.00001597  =   0.99996783
 HD1386!SPC MO C     -   0.99995186  x   1.00005373  =   1.00000559
 HD1386!UTM  15      -   0.99995186  x   0.99963680  =   0.99958868
 HD1386
 HD1386|---------------------------------------------------------------------|
 HD1386| PID    Reference Object                     Distance      Geod. Az  |
 HD1386|                                                           dddmmss.s |
 HD1386| CN6517 KING RM 2                             9.001 METERS 10224     |
 HD1386| CN6515 KING AZ MK                                         1812809.1 |
 HD1386| CN6516 KING RM 1                            10.106 METERS 35916     |
 HD1386|---------------------------------------------------------------------|
 HD1386
 HD1386                          SUPERSEDED SURVEY CONTROL
 HD1386
 HD1386  NAD 83(1997)-  37 30 30.87784(N)    093 37 06.42955(W) AD(       ) 2
 HD1386  NAD 83(1997)-  37 30 30.88817(N)    093 37 06.43051(W) AD(       ) 2
 HD1386  NAD 83(1986)-  37 30 30.88897(N)    093 37 06.42882(W) AD(       ) 2
 HD1386  NAD 27      -  37 30 30.73330(N)    093 37 05.68320(W) AD(       ) 2
 HD1386
 HD1386.Superseded values are not recommended for survey control.
 HD1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1386.See file dsdata.txt to determine how the superseded data were derived.
 HD1386
 HD1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4534151473(NAD 83)
 HD1386_MARKER: DS = TRIANGULATION STATION DISK
 HD1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1386
 HD1386  HISTORY     - Date     Condition        Report By
 HD1386  HISTORY     - 1959     MONUMENTED       CGS
 HD1386  HISTORY     - 1960     GOOD             CGS
 HD1386
 HD1386                          STATION DESCRIPTION
 HD1386
 HD1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1386'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF DADEVILLE
 HD1386'AND ABOUT 5 MILES SOUTHWEST OF ALDRICH ON HIGHWAY PROPERTY.
 HD1386'IT IS IN THE NORTHEAST 1/4 OF SEC. 13, T 31 N, R 25 W.  IT IS
 HD1386'138 FEET SOUTH OF A FENCE CORNER, 15 FEET WEST OF THE CENTERLINE
 HD1386'OF COUNTY HIGHWAY OO, 4 FEET NORTH OF A WITNESS POST, AND 2
 HD1386'FEET EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND
 HD1386'THE DISK IS STAMPED KING 1959.
 HD1386'
 HD1386'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY W AND
 HD1386'C IN DADEVILLE, GO EAST ON HIGHWAY W FOR 2.9 MILES TO A T-ROAD
 HD1386'LEFT, COUNTY HIGHWAY OO.  TURN LEFT AND GO NORTH ON A GRAVELED
 HD1386'ROAD FOR 1.0 MILE.  CONTINUE AHEAD ON HIGHWAY OO FOR 0.25 MILE TO
 HD1386'THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE ROAD.  CONTINUE
 HD1386'AHEAD FOR 1.8 MILES TO THE STATION ON THE LEFT, WEST SIDE OF
 HD1386'THE ROAD.
 HD1386'
 HD1386'REFERENCE MARK 1 IS 98 FEET SOUTH OF A FENCE CORNER, 16 FEET
 HD1386'WEST OF THE CENTERLINE OF HIGHWAY 00, AND 1 FOOT EAST OF A
 HD1386'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HD1386'KING NO 1 1959.
 HD1386'
 HD1386'REFERENCE MARK 2 IS 17 FEET EAST OF THE CENTERLINE OF HIGHWAY
 HD1386'00, 8 FEET NORTH OF A FENCE CORNER, AND 2 FEET WEST OF A FENCE.
 HD1386'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KING NO
 HD1386'2 1959.
 HD1386'
 HD1386'THE AZIMUTH MARK IS 22 FEET EAST OF THE CENTERLINE OF HIGHWAY
 HD1386'00, 2 FEET NORTH OF A WITNESS POST, AND 1 FOOT WEST OF A FENCE.
 HD1386'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED KING 1959.
 HD1386'
 HD1386'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HD1386
 HD1386                          STATION RECOVERY (1960)
 HD1386
 HD1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1386'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 HD1386'RECOVERED AS DESCRIBED IN 1959 AND IN GOOD CONDITION.
 HD1386'
 HD1386'THIS STATION IS TO BE DESTROYED DURING FUTURE HIGHWAY
 HD1386'CONSTRUCTION AND TRIANGULATION STATION KING 2 WAS ESTABLISHED,
 HD1386'THE DISTANCE BEING 8.263 METERS (27.11 FEET) EAST OF STATION KING
 HD1386'1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0943 ***********************************************************************
 GE0943  DESIGNATION -  KING
 GE0943  PID         -  GE0943
 GE0943  STATE/COUNTY-  MO/DUNKLIN
 GE0943  USGS QUAD   -  VALLEY RIDGE (1984)
 GE0943
 GE0943                         *CURRENT SURVEY CONTROL
 GE0943  ___________________________________________________________________
 GE0943* NAD 83(1997)-  36 32 30.90376(N)    090 04 01.79229(W)     ADJUSTED  
 GE0943* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 GE0943  ___________________________________________________________________
 GE0943  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GE0943  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GE0943
 GE0943  HORZ ORDER  -  FIRST
 GE0943
 GE0943.The horizontal coordinates were established by classical geodetic methods
 GE0943.and adjusted by the National Geodetic Survey in February 2000..
 GE0943
 GE0943.The orthometric height was scaled from a topographic map.
 GE0943
 GE0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0943
 GE0943.The geoid height was determined by GEOID03.
 GE0943
 GE0943;                    North         East     Units Scale Factor Converg.
 GE0943;SPC MO E     -    78,708.203   288,754.819   MT  0.99995183   +0 15 27.8
 GE0943;SPC AR N     -   246,738.414   573,073.439   MT  1.00007558   +1 07 29.0
 GE0943;SPC AR N     -   809,507.61  1,880,158.44   sFT  1.00007558   +1 07 29.0
 GE0943;UTM  15      - 4,048,060.642   762,542.862   MT  1.00044932   +1 44 50.1
 GE0943;UTM  16      - 4,048,435.976   225,428.916   MT  1.00052893   -1 49 38.5
 GE0943
 GE0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0943!SPC MO E     -   0.99998301  x   0.99995183  =   0.99993484
 GE0943!SPC AR N     -   0.99998301  x   1.00007558  =   1.00005859
 GE0943!UTM  15      -   0.99998301  x   1.00044932  =   1.00043232
 GE0943!UTM  16      -   0.99998301  x   1.00052893  =   1.00051193
 GE0943
 GE0943|---------------------------------------------------------------------|
 GE0943| PID    Reference Object                     Distance      Geod. Az  |
 GE0943|                                                           dddmmss.s |
 GE0943| CI4007 KING RM 1                            21.369 METERS 01245     |
 GE0943| CI4008 KING RM 2                            20.459 METERS 15834     |
 GE0943| GE0981 CAMPBELL MUNICIPAL TANK             APPROX. 5.8 KM 1855029.6 |
 GE0943| GE0978 ARKANSAS MO POWER CO RAD MAST       APPROX. 9.4 KM 2071457.6 |
 GE0943| GE0979 ARKANSAS MO POWER CO WATER TK       APPROX. 9.5 KM 2082046.5 |
 GE0943| CI4006 KING AZ MK                                         2331948.9 |
 GE0943|---------------------------------------------------------------------|
 GE0943
 GE0943                          SUPERSEDED SURVEY CONTROL
 GE0943
 GE0943  NAD 83(1997)-  36 32 30.90686(N)    090 04 01.79232(W) AD(       ) 1
 GE0943  NAD 83(1997)-  36 32 30.90916(N)    090 04 01.79205(W) AD(       ) 1
 GE0943  NAD 83(1986)-  36 32 30.91277(N)    090 04 01.79138(W) AD(       ) 1
 GE0943  NAD 27      -  36 32 30.70340(N)    090 04 01.44700(W) AD(       ) 1
 GE0943
 GE0943.Superseded values are not recommended for survey control.
 GE0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0943.See file dsdata.txt to determine how the superseded data were derived.
 GE0943
 GE0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6254348061(NAD 83)
 GE0943_MARKER: DS = TRIANGULATION STATION DISK
 GE0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0943+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002
 GE0943
 GE0943  HISTORY     - Date     Condition        Report By
 GE0943  HISTORY     - 1954     MONUMENTED       CGS
 GE0943  HISTORY     - 20020831 GOOD             USACE
 GE0943
 GE0943                          STATION DESCRIPTION
 GE0943
 GE0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GE0943'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHEAST OF QULIN AND
 GE0943'ABOUT 4.0 MILES NORTH OF CAMPBELL IN THE SOUTH EDGE OF A
 GE0943'FARMYARD, 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GE0943'FARMHOUSE AND 21 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY.
 GE0943'IT IS STAMPED KING 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 GE0943'
 GE0943'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE SOUTHEAST CORNER OF
 GE0943'THE FARMHOUSE.  IT IS STAMPED KING NO 1 1954 AND IS FLUSH
 GE0943'WITH THE GROUND SURFACE.
 GE0943'
 GE0943'REFERENCE MARK NO. 2 IS 129 FEET SOUTHEAST OF THE SOUTHEAST
 GE0943'CORNER OF THE FARMHOUSE AND 15 FEET NORTHEAST OF THE CENTER
 GE0943'OF THE DRIVEWAY.  IT IS STAMPED KING NO 2 1954 AND IS FLUSH
 GE0943'WITH THE GROUND SURFACE.
 GE0943'
 GE0943'THE AZIMUTH MARK IS LOCATED ON THE ROAD RIGHT-OF-WAY, 40 FEET
 GE0943'NORTH OF THE CENTER OF A DRIVEWAY INTO FARMYARD, 20 FEET WEST
 GE0943'OF THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET NORTH OF A WITNESS
 GE0943'POST AND 1 FOOT NORTH OF A POWER LINE POLE.  IT IS STAMPED
 GE0943'KING 1954 AND PROJECTS 3 INCHES.
 GE0943'
 GE0943'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL, GO
 GE0943'NORTHEAST AND NORTH ON U.S. HIGHWAY 62 FOR 0.5 MILE TO JUNCTION
 GE0943'WITH STATE HIGHWAY 53, TURN LEFT AND GO WEST ON STATE HIGHWAY
 GE0943'53 FOR 0.4 MILE TO A T ROAD RIGHT AT A SMALL CONCRETE BLOCK
 GE0943'BUILDING.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 2.55
 GE0943'MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE NORTH
 GE0943'FOR 0.25 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO EAST FOR
 GE0943'0.5 MILE TO STATION IN FARMYARD ON LEFT AS DESCRIBED.
 GE0943'
 GE0943'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE0943
 GE0943                          STATION RECOVERY (2002)
 GE0943
 GE0943'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0943'THE STATION IS 2 FT E OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1524 ***********************************************************************
 KE1524  DESIGNATION -  KING
 KE1524  PID         -  KE1524
 KE1524  STATE/COUNTY-  MO/BUCHANAN
 KE1524  USGS QUAD   -  ST JOSEPH SOUTH (1971)
 KE1524
 KE1524                         *CURRENT SURVEY CONTROL
 KE1524  ___________________________________________________________________
 KE1524* NAD 83(1997)-  39 43 09.09758(N)    094 51 32.97337(W)     ADJUSTED  
 KE1524* NAVD 88     -       325.9    (meters)    1069.     (feet)  GPS OBS   
 KE1524  ___________________________________________________________________
 KE1524  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 KE1524  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KE1524
 KE1524  HORZ ORDER  -  FIRST
 KE1524
 KE1524.The horizontal coordinates were established by GPS observations
 KE1524.and adjusted by the National Geodetic Survey in February 2000..
 KE1524
 KE1524.The orthometric height was determined by GPS observations and a
 KE1524.high-resolution geoid model.
 KE1524
 KE1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1524
 KE1524.The geoid height was determined by GEOID03.
 KE1524
 KE1524;                    North         East     Units Scale Factor Converg.
 KE1524;SPC MO W     -   394,352.957   819,206.518   MT  0.99995285   -0 13 46.2
 KE1524;SPC KS N     -   158,520.709   669,247.282   MT  0.99999022   +1 59 14.1
 KE1524;UTM  15      - 4,398,243.648   340,649.393   MT  0.99991263   -1 11 17.9
 KE1524
 KE1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1524!SPC MO W     -   0.99995389  x   0.99995285  =   0.99990674
 KE1524!SPC KS N     -   0.99995389  x   0.99999022  =   0.99994411
 KE1524!UTM  15      -   0.99995389  x   0.99991263  =   0.99986652
 KE1524
 KE1524:                Primary Azimuth Mark                     Grid Az
 KE1524:SPC MO W     -  ST JOSEPH GREEN WATER TANK               005 06 07.4
 KE1524:SPC KS N     -  ST JOSEPH GREEN WATER TANK               002 53 07.1
 KE1524:UTM  15      -  ST JOSEPH GREEN WATER TANK               006 03 39.1
 KE1524
 KE1524|---------------------------------------------------------------------|
 KE1524| PID    Reference Object                     Distance      Geod. Az  |
 KE1524|                                                           dddmmss.s |
 KE1524| CL7655 ST JOSEPH GREEN WATER TANK                         0045221.2 |
 KE1524| KE1551 ST JOSEPHS HOSPITAL DOME            APPROX. 6.3 KM 0075359.3 |
 KE1524| KE1552 ST JOSEPH ST ANNS HALL N CUP        APPROX. 5.8 KM 0092730.8 |
 KE1524| KE1545 ST JOSEPH ST ANNS HALL S CUP        APPROX. 5.8 KM 0092929.6 |
 KE1524| CL7654 ST JOS IMMAC CONCEPT SPIRES                        0110838.2 |
 KE1524| KE1540 ST JOSEPH COUNTRY CLUB TANK         APPROX.13.0 KM 0115655.7 |
 KE1524| KE1544 ST JOSEPH SACRED HEART CONVENT      APPROX. 5.0 KM 0141856.3 |
 KE1524| KE1542 ST JOSEPH ROOSEVELT JR HS TWR       APPROX. 4.7 KM 0153151.0 |
 KE1524| KE1550 ST JOSEPH STATE HOSPITAL 2 STK      APPROX. 7.4 KM 0343543.2 |
 KE1524| CL7245 KING AZ MK                                         0901901.0 |
 KE1524| CL7246 KING RM 1                            52.087 METERS 22226     |
 KE1524| KE1523 ST JOSEPH KING HILL STANDPIPE        55.143 METERS 22648     |
 KE1524| KE1522 ST JOSEPH CITY 230                   38.393 METERS 25231     |
 KE1524| KE1532 ST JOSEPH ARMOUR AND CO TANK        APPROX. 1.5 KM 2703331.0 |
 KE1524| KE1531 ST JOSEPH ARMOUR AND CO STACK       APPROX. 1.4 KM 2715044.5 |
 KE1524| CL7247 KING RM 2                            33.278 METERS 27434     |
 KE1524| KE1521 ST JOSEPH MORRIS AND CO STACK       APPROX. 1.1 KM 2794145.4 |
 KE1524| KE1555 ST JOSEPH AIRPORT WATER TANK        APPROX. 7.2 KM 3305149.7 |
 KE1524| KE1549 ST JOSEPH CITIES SER CORP STK       APPROX. 5.2 KM 3595712.9 |
 KE1524|---------------------------------------------------------------------|
 KE1524
 KE1524                          SUPERSEDED SURVEY CONTROL
 KE1524
 KE1524  NAD 83(1997)-  39 43 09.09758(N)    094 51 32.97338(W) AD(       ) 1
 KE1524  NAD 83(1997)-  39 43 09.09758(N)    094 51 32.97338(W) AD(       ) 1
 KE1524  NAD 83(1986)-  39 43 09.10047(N)    094 51 32.96958(W) AD(       ) 1
 KE1524  NAD 83(1986)-  39 43 09.10047(N)    094 51 32.96958(W) AD(       ) 2
 KE1524  NAD 27      -  39 43 09.11900(N)    094 51 32.09400(W) AD(       ) 2
 KE1524
 KE1524.Superseded values are not recommended for survey control.
 KE1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1524.See file dsdata.txt to determine how the superseded data were derived.
 KE1524
 KE1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4064998244(NAD 83)
 KE1524_MARKER: DH = HORIZONTAL CONTROL DISK
 KE1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1524_STAMPING: KING 1934
 KE1524_MARK LOGO: CGS   
 KE1524_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1524+STABILITY: SURFACE MOTION
 KE1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1524+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1996
 KE1524
 KE1524  HISTORY     - Date     Condition        Report By
 KE1524  HISTORY     - 1934     MONUMENTED       CGS
 KE1524  HISTORY     - 1954     GOOD             CGS
 KE1524  HISTORY     - 1958     GOOD             CGS
 KE1524  HISTORY     - 1962     GOOD             CGS
 KE1524  HISTORY     - 1974     GOOD             USE
 KE1524  HISTORY     - 19960515 GOOD             MODNR
 KE1524  HISTORY     - 19990630 GOOD             MOHC
 KE1524  HISTORY     - 20060506 GOOD             GEOCAC
 KE1524
 KE1524                          STATION DESCRIPTION
 KE1524
 KE1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1524'THIS STATION IS ON THE PEAK OF KING HILL IN ST. JOSEPH.  IT IS
 KE1524'ON THE SAME HILL ON WHICH THERE IS A LARGE OPEN RESERVOIR AND
 KE1524'A LARGE STEEL STANDPIPE.  THE STATION MARK IS AT THE NE EDGE
 KE1524'OF KNOLL, 20 FEET S OF LOW STONE WALL, 20 FEET W OF CENTER OF
 KE1524'CURVE IN STONE WALL, ABOUT 155 FEET NE OF N END OF RESERVOIR,
 KE1524'165.9 FEET NE OF EDGE OF STEEL RESERVOIR, 125.3 FEET ENE OF
 KE1524'STEEL FLAGPOLE.  THE MARK IS FLUSH WITH THE GROUND.
 KE1524'
 KE1524'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1524'BRONZE DISKS SET IN CONCRETE.
 KE1524'
 KE1524'REFERENCE MARK NO. 1 IS SW OF THE STATION, 1-1/2 FEET E OF
 KE1524'THE EDGE OF STANDPIPE, 24 FEET W OF LOW STONE WALL.  THE MARK
 KE1524'IS FLUSH WITH THE GROUND.  THE DISTANCE BETWEEN REFERENCE MARK
 KE1524'NO. 1 AND CITY BENCH MARK NO. 230 IS 88.46 FEET.
 KE1524'
 KE1524'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT S OF STONE
 KE1524'WALL.  THE MARK IS FLUSH WITH THE GROUND.  THE DISTANCE
 KE1524'BETWEEN REFERENCE MARKS IS 135.00 FEET.  THE DISTANCE BETWEEN
 KE1524'REFERENCE MARK NO. 2 AND CITY BENCH MARK NO. 230 IS 47.90 FEET.
 KE1524'
 KE1524'CITY BENCH MARK 230 IS WSW OF THE STATION, 3 FEET N OF
 KE1524'FLAGPOLE.  THE MARK IS A 3-INCH CIRCULAR BRONZE PLATE SET IN A
 KE1524'CONCRETE POST.  THE MARK IS FLUSH WITH THE GROUND.
 KE1524'
 KE1524'THE AZIMUTH MARK IS E OF THE STATION, 28 FEET SE OF CENTER
 KE1524'LINE OF STREET.  THIS IS THE FIRST STREET, WHICH RUNS NE AND
 KE1524'SW, E OF THE STATION.  THE MARK IS S OF THE INTERSECTION OF
 KE1524'THIS STREET AND ONE RUNNING E AND W.  MARK IS FLUSH.
 KE1524'
 KE1524'ALL LIGHTS COME INTO VIEW AT 15 FEET.
 KE1524
 KE1524                          STATION RECOVERY (1954)
 KE1524
 KE1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 KE1524'THE STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 KE1524'RECOVERED IN GOOD CONDITION.  AREA AROUND THE STATION MARK HAS
 KE1524'BEEN FILLED, AND THE STATION IN NOW 1 FT. BELOW GROUND.  EXCEPT
 KE1524'FOR THIS CHANGE, THE ORIGINAL DESCRIPTION IS ADEQUATE.  STATION
 KE1524'MARK AND AZIMUTH MARK ARE NO LONGER INTERVISIBLE.
 KE1524
 KE1524                          STATION RECOVERY (1958)
 KE1524
 KE1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KE1524'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KE1524'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 AND CITY
 KE1524'BENCH MARK 230.  A HIGH FENCE WITH A LOCKED GATE HAS BEEN
 KE1524'BUILT AROUND THE STANDPIPE, SO NO ATTEMPT TO RECOVER REFERENCE
 KE1524'MARK NO. 1 WAS MADE.  A CONCRETE POST WITH A DISK STEM WAS FOUND
 KE1524'NEAR THE SITE OF CITY BENCH MARK NO. 230 ABOUT 4 INCHES BELOW
 KE1524'GROUND LEVEL.  THE DISK WAS GONE.  A COMPLETE DESCRIPTION
 KE1524'FOLLOWS.
 KE1524'
 KE1524'STATION IS LOCATED IN THE SOUTH PART OF ST. JOSEPH ON THE PEAK
 KE1524'OF KING HILL WHERE THERE ARE TWO LARGE STEEL STORAGE WATER
 KE1524'TANKS SET IN AN OPEN CONCRETE RESERVOIR AND A LARGE STEEL
 KE1524'STANDPIPE, AT THE NORTHEAST EDGE OF THE KNOLL, ABOUT 155
 KE1524'FEET NORTHEAST OF THE NORTH END OF THE OPEN RESERVIOR, 159
 KE1524'FEET NORTHEAST OR NEAREST CORNER OF STEEL FENCE AROUND THE
 KE1524'STANDPIPE, 125 FEET EAST-NORTHEAST OF FLAGPOLE, 22 FEET
 KE1524'WEST-NORTHWEST OF A 6-INCH TREE, 20 FEET SOUTH OF A STONE WALL
 KE1524'WHICH HAS BEEN REMOVED IN PART, AND 6 FEET EAST OF THE EAST
 KE1524'EDGE OF THE MIDDLE ROACK OF THREE LARGE FLAT ROCKS ON THE
 KE1524'EAST END OF PARKING AREA ON THE TOP OF THE KNOLL.  THE
 KE1524'MARK IS 12 INCHES BELOW GROUND LEVEL AND THE DISK IS
 KE1524'STAMPED KING 1934.
 KE1524'
 KE1524'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 24 FEET WEST
 KE1524'OF LOW STONE WALL, AND 1.5 FEET EAST OF THE EAST EDGE OF
 KE1524'STANDPIPE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 KE1524'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND CITY BENCH
 KE1524'MARK NO. 230 IS 88.46 FEET.
 KE1524'
 KE1524'REFERENCE MARK NO. 2 IS WEST OF THE STATION 109.18 FEET, 53
 KE1524'FEET NORTH-NORTHEAST OF FLAGPOLE, 6 FEET EAST OF THE EAST
 KE1524'ROCK WALL FOR ENTRANCE DRIVEWAY TO THE PARKING AREA, AND 1
 KE1524'FOOT SOUTH OF LOW ROCK WALL ON NORTHSIDE OF PARKING AREA.  THE
 KE1524'DISTANCE BETWEEN REFERENCE MARKS IS 135.00 FEET.  THE DISTANCE
 KE1524'BETWEEN REFERENCE MARK NO. 2 AND CITY BENCH MARK NO. 230 IS
 KE1524'47.90 FEET.  THIS MARK IS ABOUT 1 INCH BELOW GROUND LEVEL
 KE1524'AND THE DISK IS STAMPED KING NO 2 1934.
 KE1524'
 KE1524'THE AZIMUTH MARK IS 0.55 MILE EAST OF THE STATION, 28 FEET
 KE1524'SOUTHEAST OF THE CENTER OF HYDE PARK RD. WHICH RUNS
 KE1524'NORTHEAST-SOUTHWEST AND AT A POINT WHERE KING HILL RD., AND
 KE1524'EAST-WEST STREET INTERSECTS, AND 6 FEET SOUTH OF A POWER
 KE1524'POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 KE1524'THE DISK IS STAMPED KING 1934.  NOTE- THE LINE
 KE1524'OF SIGHT FROM THE STATION TO THE AZIMUTH MARK IS OBSTRUCTED
 KE1524'BY TREES ABOUT MIDWAY BETWEEN THE TWO MARKS.  THERE ARE
 KE1524'SEVERAL INTERSECTION STATIONS IN ST. JOSEPH WHICH WILL MAKE
 KE1524'GOOD NATURAL AZIMUTHS, ESPECIALLY THE ARMOUR AND COMPANY
 KE1524'WATER TANK WHICH IS ABOUT 1/2 MILE WEST OF THE STATION.
 KE1524'
 KE1524'CITY BENCH MARK NO. 230, A CONCRETE POST WITH A BEND STEM
 KE1524'IMBEDDED AND THE DISK GONE, IS WEST-SOUTHWEST OF THE STATION
 KE1524'AND 4.2 FEET NORTH-NORTHWEST OF THE FLAGPOLE.
 KE1524
 KE1524                          STATION RECOVERY (1962)
 KE1524
 KE1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 KE1524'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO
 KE1524'BE IN GOOD CONDITION.  CITY BENCH MARK 230 HAS BEEN BROKEN OFF
 KE1524'AND DESTROYED.  REFERENCE MARK 1 IS INSIDE A FENCED IN AREA
 KE1524'AND WAS NOT SEARCHED FOR.  THE AZIMUTH MARK WAS NOT SEARCHED
 KE1524'FOR.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 KE1524
 KE1524                          STATION RECOVERY (1974)
 KE1524
 KE1524'RECOVERY NOTE BY US ENGINEERS 1974
 KE1524'NEW AZIMUTH CUTS WERE TAKEN AT THIS
 KE1524'TIME AS ALL BUT ONE WERE DESTROYED OR UNIDENTIFIABLE.  THE
 KE1524'RECOVERED AZIMUTH CUT WAS TO THE ST. JOSEPH COUNTRY CLUB WATER
 KE1524'TANK.
 KE1524
 KE1524                          STATION RECOVERY (1996)
 KE1524
 KE1524'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 KE1524'MARK IS A USC AND GS DISK IN A CONCRETE MONUMENT 14 IN BELOW SURFACE
 KE1524'AND IS STAMPED KING, 1934 . THE STATION IS LOCATED JUST OUTSIDE THE
 KE1524'NORTHEAST CORNER OF THE PARKING AREA AT THE KINGHILL SCENIC OVERLOOK.
 KE1524'TWO LARGE STEEL WATER STORAGE TANKS ARE LOCATED ON THE SOUTHEAST SIDE
 KE1524'OF THE PARKING AREA. IT IS 16.0 FT (4.9 M) NORTH OF A CUT ON A 2 X4 X1
 KE1524'STONE AT THE EDGE OF THE PARKING AREA, 92.2 FT (28.1 M) NORTHEAST OF A
 KE1524'NAIL AND SHINER ON THE NORTHWEST SIDE OF A UTILITY POLE, 125.3 FT
 KE1524'(38.2 M) NORTHEAST OF THE FLAG POLE AND 2.2 FT (0.7 M) NORTH OF A
 KE1524'CARSONITE WITNESS POST. THE AZIMUTH MARK WAS REPORTED IN 1958 BY THE
 KE1524'COAST AND GEODETIC SURVEY AS BEING BLOCKED BY TREES. TO REACH THE
 KE1524'STATION FROM THE INTERSECTION OF LAKE AVENUE (U.S. HWY.  59) WITH
 KE1524'ALABAMA AVE.  (MO ROUTE U WEST AND MO HWY.  752 EAST) IN THE SOUTHWEST
 KE1524'PART OF ST.  JOSEPH, MO, GO EAST ON MO HWY.  752 FOR 0.95 MI (1.53 KM)
 KE1524'TO 4TH STREET.  TURN LEFT AND GO NORTH ON 4TH STREET FOR 0.5 MI (0.8
 KE1524'KM) TO T-JUNCTION WITH KING HILL DRIVE.  TURN LEFT AND FOLLOW KING
 KE1524'HILL DRIVE FOR 0.25 MI (0.40 KM) TO END AT OVERLOOK AND STATION AT THE
 KE1524'NORTHEAST CORNER OF PARKING AREA. DATE OF REPORT 05-15-1996
 KE1524
 KE1524                          STATION RECOVERY (1999)
 KE1524
 KE1524'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 KE1524'RECOVERED IN GOOD CONDITION.
 KE1524
 KE1524                          STATION RECOVERY (2006)
 KE1524
 KE1524'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1524'FOUND STATION. THE TWO LARGE WATER STORAGE TANKS AND THE CARSONITE
 KE1524'WITNESS POST DESCRIBED IN 1996 HAVE BEEN REMOVED. REFERENCE MARK 1 AND
 KE1524'2 WERE NOT LOCATED AFTER A VISUAL SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1385 ***********************************************************************
 HD1385  DESIGNATION -  KING 2
 HD1385  PID         -  HD1385
 HD1385  STATE/COUNTY-  MO/DADE
 HD1385  USGS QUAD   -  ALDRICH (1981)
 HD1385
 HD1385                         *CURRENT SURVEY CONTROL
 HD1385  ___________________________________________________________________
 HD1385* NAD 83(1997)-  37 30 30.91598(N)    093 37 06.76249(W)     ADJUSTED  
 HD1385* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 HD1385  ___________________________________________________________________
 HD1385  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 HD1385  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HD1385
 HD1385  HORZ ORDER  -  SECOND
 HD1385
 HD1385.The horizontal coordinates were established by classical geodetic methods
 HD1385.and adjusted by the National Geodetic Survey in February 2000..
 HD1385
 HD1385.The orthometric height was scaled from a topographic map.
 HD1385
 HD1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1385
 HD1385.The geoid height was determined by GEOID03.
 HD1385
 HD1385;                    North         East     Units Scale Factor Converg.
 HD1385;SPC MO W     -   149,275.431   927,930.329   MT  1.00001596   +0 32 12.2
 HD1385;SPC MO C     -   186,480.912   401,108.431   MT  1.00005375   -0 40 52.0
 HD1385;UTM  15      - 4,151,473.768   445,332.734   MT  0.99963681   -0 22 35.9
 HD1385
 HD1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1385!SPC MO W     -   0.99995186  x   1.00001596  =   0.99996782
 HD1385!SPC MO C     -   0.99995186  x   1.00005375  =   1.00000561
 HD1385!UTM  15      -   0.99995186  x   0.99963681  =   0.99958869
 HD1385
 HD1385|---------------------------------------------------------------------|
 HD1385| PID    Reference Object                     Distance      Geod. Az  |
 HD1385|                                                           dddmmss.s |
 HD1385| CN6519 KING 2 RM 3                           9.133 METERS 00059     |
 HD1385| CN6520 KING 2 RM 4                          20.011 METERS 08604     |
 HD1385| HD1386 KING                                  8.263 METERS 09826     |
 HD1385| HD1331 WALNUT GROVE MUNICIPAL TANK         APPROX.12.5 KM 1502614.0 |
 HD1385| CN6518 KING 2 AZ MK                                       1791004.8 |
 HD1385|---------------------------------------------------------------------|
 HD1385
 HD1385                          SUPERSEDED SURVEY CONTROL
 HD1385
 HD1385  NAD 83(1997)-  37 30 30.91714(N)    093 37 06.76237(W) AD(       ) 2
 HD1385  NAD 83(1997)-  37 30 30.92747(N)    093 37 06.76332(W) AD(       ) 2
 HD1385  NAD 83(1986)-  37 30 30.92830(N)    093 37 06.76188(W) AD(       ) 2
 HD1385  NAD 27      -  37 30 30.77260(N)    093 37 06.01600(W) AD(       ) 2
 HD1385
 HD1385.Superseded values are not recommended for survey control.
 HD1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1385.See file dsdata.txt to determine how the superseded data were derived.
 HD1385
 HD1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4533351474(NAD 83)
 HD1385_MARKER: DS = TRIANGULATION STATION DISK
 HD1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1385
 HD1385  HISTORY     - Date     Condition        Report By
 HD1385  HISTORY     - 1960     MONUMENTED       CGS
 HD1385
 HD1385                          STATION DESCRIPTION
 HD1385
 HD1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1385'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF ALDRICH,
 HD1385'3 MILES NORTHEAST OF DADEVILLE, IN THE NORTHEAST 1/4 OF SECTION
 HD1385'13, T 32 N, R 25 W, ON HIGHWAY RIGHT-OF-WAY.
 HD1385'
 HD1385'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTES W AND C
 HD1385'IN DADEVILLE, GO EAST ON ROUTE W FOR 2.9 MILES TO THE JUNCTION
 HD1385'OF COUNTY ROUTE 00.  TURN LEFT AND GO NORTH ON ROUTE 00 FOR 1.2
 HD1385'MILES TO THE HOME OF MR. WALLACE SCOTT ON THE RIGHT AND THE
 HD1385'AZIMUTH AS DESCRIBED.  CONTINUE NORTH ON ROUTE 00 FOR 0.8 MILE TO
 HD1385'THE SUMMIT OF A RIDGE AND THE STATION ON THE LEFT.
 HD1385'
 HD1385'STATION MARKS ARE STANDARD DISKS STAMPED KING 2 1960, THE SURFACE
 HD1385'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HD1385'OF THE GROUND.  IT IS 68 FEET NORTHWEST OF A T-FENCE CORNER,
 HD1385'39 FEET WEST OF THE CENTER OF ROUTE 00, 4.3 FEET NORTH OF A
 HD1385'METAL WITNESS POST AND 4 FEET EAST OF A FENCE.  THE UNDERGROUND
 HD1385'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 HD1385'THE SURFACE OF THE GROUND.
 HD1385'
 HD1385'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KING 2 NO 3 1960,
 HD1385'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HD1385'GROUND.  IT IS 75 FEET NORTHWEST OF THE T-FENCE CORNER, 41 FEET
 HD1385'WEST OF THE CENTER OF ROUTE 00 AND 4 FEET EAST OF A FENCE.
 HD1385'
 HD1385'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED KING 2 NO 4 1960,
 HD1385'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HD1385'GROUND.  IT IS 26 FEET EAST OF THE CENTER OF ROUTE 00, 9 FEET
 HD1385'NORTH OF THE T-FENCE CORNER AND 2 FEET WEST OF A FENCE.
 HD1385'
 HD1385'AZIMUTH MARK IS A STANDARD DISK STAMPED KING 2 1960, SET IN
 HD1385'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 79 FEET
 HD1385'NORTHEAST OF THE NORTHEAST CORNER OF MR. SCOTTS HOUSE, 42 FEET
 HD1385'SOUTH OF A T-FENCE CORNER, 2.6 FEET NORTH OF A METAL WITNESS POST
 HD1385'AND 1 FOOT WEST OF A FENCE.
 HD1385'
 HD1385'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1272 ***********************************************************************
 LF1272  DESIGNATION -  KING CITY MUNICIPAL TANK
 LF1272  PID         -  LF1272
 LF1272  STATE/COUNTY-  MO/GENTRY
 LF1272  USGS QUAD   -  KING CITY (1984)
 LF1272
 LF1272                         *CURRENT SURVEY CONTROL
 LF1272  ___________________________________________________________________
 LF1272* NAD 83(1997)-  40 03 02.37057(N)    094 31 17.75766(W)     ADJUSTED  
 LF1272* NAVD 88     -                                                        
 LF1272  ___________________________________________________________________
 LF1272  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 LF1272  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LF1272
 LF1272  HORZ ORDER  -  THIRD
 LF1272
 LF1272.The horizontal coordinates were established by classical geodetic methods
 LF1272.and adjusted by the National Geodetic Survey in February 2000..
 LF1272
 LF1272
 LF1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1272
 LF1272.The geoid height was determined by GEOID03.
 LF1272
 LF1272;                    North         East     Units Scale Factor Converg.
 LF1272;SPC MO W     -   431,092.671   848,157.020   MT  0.99994122   -0 00 50.0
 LF1272;UTM  15      - 4,434,488.936   370,210.112   MT  0.99980738   -0 58 45.2
 LF1272
 LF1272                          SUPERSEDED SURVEY CONTROL
 LF1272
 LF1272  NAD 83(1997)-  40 03 02.37044(N)    094 31 17.75805(W) AD(       ) 4
 LF1272  NAD 83(1997)-  40 03 02.37085(N)    094 31 17.75868(W) AD(       ) 4
 LF1272  NAD 83(1986)-  40 03 02.37213(N)    094 31 17.75489(W) AD(       ) 4
 LF1272  NAD 27      -  40 03 02.39100(N)    094 31 16.90300(W) AD(       ) 3
 LF1272
 LF1272.Superseded values are not recommended for survey control.
 LF1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1272.See file dsdata.txt to determine how the superseded data were derived.
 LF1272
 LF1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE7021034489(NAD 83)
 LF1272_MARKER: 53 = ELEVATED TANK
 LF1272
 LF1272  HISTORY     - Date     Condition        Report By
 LF1272  HISTORY     - 1948     FIRST OBSERVED   CGS
 LF1272
 LF1272                          STATION DESCRIPTION
 LF1272
 LF1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 LF1272'THE WATER TANK IS LOCATED IN THE SOUTHEAST SECTION OF KING CITY,
 LF1272'45 FEET WEST OF A NORTH-SOUTH STREET AND 63 FEET SOUTHWEST OF THE
 LF1272'EAST RAIL OF A RAILROAD TRACKS.  IT IS A FOUR LEGGED STEEL
 LF1272'STRUCTURE SUPPORTING THE WATER TANK.  IT IS 125 FEET HIGH.  THE
 LF1272'POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1570 ***********************************************************************
 JC1570  DESIGNATION -  KINGDOM 2
 JC1570  PID         -  JC1570
 JC1570  STATE/COUNTY-  MO/CALLAWAY
 JC1570  USGS QUAD   -  KINGDOM CITY (1985)
 JC1570
 JC1570                         *CURRENT SURVEY CONTROL
 JC1570  ___________________________________________________________________
 JC1570* NAD 83(1997)-  38 56 14.10216(N)    091 56 27.54402(W)     ADJUSTED  
 JC1570* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 JC1570  ___________________________________________________________________
 JC1570  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 JC1570  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JC1570
 JC1570  HORZ ORDER  -  THIRD
 JC1570
 JC1570.The horizontal coordinates were established by classical geodetic methods
 JC1570.and adjusted by the National Geodetic Survey in February 2000..
 JC1570.No horizontal observational check was made to the station.
 JC1570
 JC1570.The orthometric height was scaled from a topographic map.
 JC1570
 JC1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1570
 JC1570.The geoid height was determined by GEOID03.
 JC1570
 JC1570;                    North         East     Units Scale Factor Converg.
 JC1570;SPC MO C     -   344,613.732   548,465.183   MT  0.99996225   +0 21 04.8
 JC1570;UTM  15      - 4,310,346.376   591,784.066   MT  0.99970373   +0 39 56.2
 JC1570
 JC1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1570!SPC MO C     -   0.99996398  x   0.99996225  =   0.99992623
 JC1570!UTM  15      -   0.99996398  x   0.99970373  =   0.99966772
 JC1570
 JC1570|---------------------------------------------------------------------|
 JC1570| PID    Reference Object                     Distance      Geod. Az  |
 JC1570|                                                           dddmmss.s |
 JC1570| CN6525 KINGDOM 2 RM 3                       20.738 METERS 00446     |
 JC1570| CN6526 KINGDOM 2 RM 4                       18.105 METERS 17938     |
 JC1570| CN6524 KINGDOM 2 AZ MK                                    1820753.0 |
 JC1570| CN6521 KINGDOM AZ MK                                      1844635.2 |
 JC1570| JC1567 KINGDOM                              43.420 METERS 26450     |
 JC1570|---------------------------------------------------------------------|
 JC1570
 JC1570                          SUPERSEDED SURVEY CONTROL
 JC1570
 JC1570  NAD 83(1986)-  38 56 14.11350(N)    091 56 27.54855(W) AD(       ) 3
 JC1570  NAD 27      -  38 56 13.96450(N)    091 56 26.90190(W) AD(       ) 3
 JC1570
 JC1570.Superseded values are not recommended for survey control.
 JC1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1570.See file dsdata.txt to determine how the superseded data were derived.
 JC1570
 JC1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9178410346(NAD 83)
 JC1570_MARKER: DS = TRIANGULATION STATION DISK
 JC1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1570
 JC1570  HISTORY     - Date     Condition        Report By
 JC1570  HISTORY     - 1963     MONUMENTED       CGS
 JC1570  HISTORY     - 1971     GOOD             NGS
 JC1570
 JC1570                          STATION DESCRIPTION
 JC1570
 JC1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JC1570'STATION IS LOCATED ABOUT 3/4 MILE SOUTH OF THE OLD JUNCTION OF
 JC1570'U.S. HIGHWAYS 40 AND 54 AND THE SMALL VILLAGE OF KINGDOM CITY
 JC1570'AND ABOUT 1/2 MILE SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 70
 JC1570'AND U.S. HIGHWAY 54 ALONG THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY
 JC1570'54, 142 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 54, 60 FEET
 JC1570'SOUTH OF HIGHWAY STATION 192, 40 FEET NORTH OF HIGHWAY STATION
 JC1570'193, 18 FEET SOUTH OF A T-FENCE INTERSECTION, 3 FEET WEST OF A
 JC1570'FENCE ALONG THE EAST SIDE OF HIGHWAY, AND 1 FOOT SOUTH OF A
 JC1570'NEW STEEL WITNESS POST WITH A SIGN.  THE MARK PROJECTS 2
 JC1570'INCHES AND THE DISK IS STAMPED KINGDOM 2 1963.
 JC1570'
 JC1570'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 54
 JC1570'AT THE SMALL VILLAGE OF KINGDOM CITY, GO SOUTH ON U.S. HIGHWAY
 JC1570'54 FOR 0.2 MILE TO INTERSTATE HIGHWAY 70.  FROM THE JUNCTION OF
 JC1570'INTERSTATE HIGHWAY 70, CONTINUE SOUTH ON U.S. HIGHWAY 54 FOR 0.6
 JC1570'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JC1570'
 JC1570'REFERENCE MARK NO. 3 IS 145 FEET EAST OF THE CENTER OF U.S.
 JC1570'HIGHWAY 54, 50 FEET NORTH OF A T-FENCE INTERSECTION, 8 FEET
 JC1570'NORTH OF HIGHWAY STATION 192, AND 1 FOOT WEST OF NORTH-SOUTH
 JC1570'FENCE ALONG THE EAST SIDE OF HIGHWAY.  THE MARK PROJECTS 4 INCHES
 JC1570'AND THE DISK IS STAMPED KINGDOM 2 NO 3 1963.
 JC1570'
 JC1570'REFERENCE MARK NO. 4 IS 145 FEET EAST OF THE CENTER OF U.S.
 JC1570'HIGHWAY 54, 19 FEET SOUTH OF HIGHWAY STATION 193, AND 1 FOOT
 JC1570'WEST OF NORTH-SOUTH FENCE ALONG THE EAST SIDE OF HIGHWAY.  THE
 JC1570'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED KINGDOM 2 NO 4
 JC1570'1963.
 JC1570'
 JC1570'AZIMUTH MARK IS 0.7 MILE SOUTH OF THE STATION, 144 FEET EAST OF
 JC1570'THE CENTER OF U.S. HIGHWAY 54, 1 FOOT EAST OF HIGHWAY STATION 229
 JC1570'AND THE EAST RIGHT-OF-WAY, AND 1 FOOT NORTH OF A NEW STEEL
 JC1570'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JC1570'STAMPED KINGDOM 2 1963.
 JC1570'
 JC1570'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 JC1570'HIGHWAY 54 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 JC1570'DESCRIBED.
 JC1570'
 JC1570'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JC1570
 JC1570                          STATION RECOVERY (1971)
 JC1570
 JC1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1570'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 JC1570'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 JC1570'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 JC1570'ADEQUATE FOR RECOVERY.
 JC1570'
 JC1570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4 MILE
 JC1570'SOUTH OF KINGDOM CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1571 ***********************************************************************
 JC1571  DESIGNATION -  KINGDOM CITY SW BELL TEL
 JC1571  PID         -  JC1571
 JC1571  STATE/COUNTY-  MO/CALLAWAY
 JC1571  USGS QUAD   -  KINGDOM CITY (1985)
 JC1571
 JC1571                         *CURRENT SURVEY CONTROL
 JC1571  ___________________________________________________________________
 JC1571* NAD 83(1997)-  38 56 48.69566(N)    091 56 29.52856(W)     ADJUSTED  
 JC1571* NAVD 88     -                                                        
 JC1571  ___________________________________________________________________
 JC1571  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 JC1571  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JC1571
 JC1571  HORZ ORDER  -  THIRD
 JC1571
 JC1571.The horizontal coordinates were established by classical geodetic methods
 JC1571.and adjusted by the National Geodetic Survey in February 2000..
 JC1571
 JC1571
 JC1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1571
 JC1571.The geoid height was determined by GEOID03.
 JC1571
 JC1571;                    North         East     Units Scale Factor Converg.
 JC1571;SPC MO C     -   345,680.150   548,410.854   MT  0.99996218   +0 21 03.8
 JC1571;UTM  15      - 4,311,412.204   591,723.904   MT  0.99970360   +0 39 55.4
 JC1571
 JC1571                          SUPERSEDED SURVEY CONTROL
 JC1571
 JC1571  NAD 83(1986)-  38 56 48.70710(N)    091 56 29.53320(W) AD(       ) 4
 JC1571  NAD 27      -  38 56 48.56100(N)    091 56 28.88700(W) AD(       ) 3
 JC1571
 JC1571.Superseded values are not recommended for survey control.
 JC1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1571.See file dsdata.txt to determine how the superseded data were derived.
 JC1571
 JC1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9172411412(NAD 83)
 JC1571_MARKER: 55 = TOWER
 JC1571
 JC1571  HISTORY     - Date     Condition        Report By
 JC1571  HISTORY     - 1949     FIRST OBSERVED   CGS
 JC1571  HISTORY     - 1949     GOOD             CGS
 JC1571  HISTORY     - 1961     GOOD             CGS
 JC1571
 JC1571                          STATION DESCRIPTION
 JC1571
 JC1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JC1571'STATION IS LOCATED ABOUT 0.15 MILE SOUTHWEST OF KINGDOM CITY
 JC1571'AT THE SOUTH END OF A BRICK BUILDING OF THE SOUTHWESTERN BELL
 JC1571'TELEPHONE COMPANY.  STATION HAS FOUR STEEL LEGS, ABOUT 8
 JC1571'FEET SQUARE AT THE BASE AND 130 FEET HIGH.  THE TOWER IS PAINTED
 JC1571'RED.  THE POINT INTERSECTED WAS THE TOP OF THE TOWER.
 JC1571'
 JC1571'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 54 IN
 JC1571'KINGDOM CITY GO SOUTH ON U.S. HIGHWAY 54 FOR 0.1 MILE TO
 JC1571'DRIVEWAY AND STATION ON THE RIGHT OR WEST SIDE OF HIGHWAY
 JC1571'AS DESCRIBED.
 JC1571
 JC1571                          STATION RECOVERY (1949)
 JC1571
 JC1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CJB)
 JC1571'THIS INTERSECTION STATION WAS ESTABLISHED BY M.E.W. IN 1949
 JC1571'AND SHORTLY THEREAFTER, THIS TOWER WAS RELOCATED ABOUT 60
 JC1571'FEET SOUTH-SOUTHWEST.  THIS STATION SHOULD BE LISTED AS DESTROYED.
 JC1571'FOR THE DESCRIPTION OF THE NEW TOWER, SEE KINGDOM CITY, REPAETER
 JC1571'STATION, SOUTHWESTERN BELL TELEPHONE CO., TOWER (RELOCATED).
 JC1571
 JC1571                          STATION RECOVERY (1961)
 JC1571
 JC1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JC1571'THIS INTERSECTION WAS RECOVERED AS DESCRIBED AND FOUND IN
 JC1571'GOOD CONDITION.  THE SOUTHWESTERN BELL TELEPHONE COMPANY WAS
 JC1571'CONTACTED TO MAKE CERTAIN THAT THE LOCATION OF THE TOWER HAD
 JC1571'NOT BEEN CHANGED IN RECENT YEARS.
 JC1571'
 JC1571'NOTE- TRIANGULATION STATIONS CALWOOD AND EASTVILLE WERE MOVED
 JC1571'RECENTLY.  ANGLES WERE MEASURED TO THIS INTERSECTION STATION
 JC1571'FROM BOTH THE TRIANGULATION STATIONS.  INVERSES WERE COMPUTED
 JC1571'AND A COMPARISON OF AZIMUTHS FROM THE TRIANGULATION STATION
 JC1571'TO THIS INTERSECTION STATION INDICATE AN ERROR OF ABOUT 6
 JC1571'TO 8 MINUTES.  THE GEOGRAPHIC FIELD POSITION OF THIS
 JC1571'INTERSECTION STATION SHOULD BE CHECKED CAREFULLY BECAUSE THERE
 JC1571'IS AN ERROR SOME PLACE AND IT APPEARS TO BE IN THE
 JC1571'GEOGRAPHIC POSITION FOR THIS INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1572 ***********************************************************************
 JC1572  DESIGNATION -  KINGDOM CITY SW BELL TEL TOWER
 JC1572  PID         -  JC1572
 JC1572  STATE/COUNTY-  MO/CALLAWAY
 JC1572  USGS QUAD   -  KINGDOM CITY (1985)
 JC1572
 JC1572                         *CURRENT SURVEY CONTROL
 JC1572  ___________________________________________________________________
 JC1572* NAD 83(1997)-  38 56 48.00807(N)    091 56 29.77183(W)     ADJUSTED  
 JC1572* NAVD 88     -                                                        
 JC1572  ___________________________________________________________________
 JC1572  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 JC1572  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JC1572
 JC1572  HORZ ORDER  -  THIRD
 JC1572
 JC1572.The horizontal coordinates were established by classical geodetic methods
 JC1572.and adjusted by the National Geodetic Survey in February 2000..
 JC1572
 JC1572
 JC1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1572
 JC1572.The geoid height was determined by GEOID03.
 JC1572
 JC1572;                    North         East     Units Scale Factor Converg.
 JC1572;SPC MO C     -   345,658.911   548,405.126   MT  0.99996217   +0 21 03.6
 JC1572;UTM  15      - 4,311,390.941   591,718.294   MT  0.99970358   +0 39 55.3
 JC1572
 JC1572                          SUPERSEDED SURVEY CONTROL
 JC1572
 JC1572  NAD 83(1986)-  38 56 48.01949(N)    091 56 29.77645(W) AD(       ) 4
 JC1572  NAD 27      -  38 56 48.02600(N)    091 56 29.13300(W) AD(       ) 3
 JC1572
 JC1572.Superseded values are not recommended for survey control.
 JC1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1572.See file dsdata.txt to determine how the superseded data were derived.
 JC1572
 JC1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9171811391(NAD 83)
 JC1572_MARKER: 55 = TOWER
 JC1572
 JC1572  HISTORY     - Date     Condition        Report By
 JC1572  HISTORY     - 1963     FIRST OBSERVED   CGS
 JC1572
 JC1572                          STATION DESCRIPTION
 JC1572
 JC1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JC1572'THIS STATION IS LOCATED ABOUT 0.15 MILE SOUTH OF KINGDOM
 JC1572'CITY AND THE JUNCTION OF U.S. HIGHWAYS 40 AND 54 AND ABOUT
 JC1572'0.1 MILE NORTH OF A POINT WHERE NEW INTERSTATE HIGHWAY 70 WILL
 JC1572'CROSS U.S. HIGHWAY 54, AND ABOUT 70 FEET SOUTH OF THE SOUTH SIDE
 JC1572'OF A BRICK BUILDING OF THE SOUTHWESTERN BELL TELEPHONE CO.
 JC1572'STATION HAS FOUR STEEL LEGS, ABOUT 36 FEET SQUARE AT THE BASE,
 JC1572'AND 400 FEET HIGH.  THE TOWER IS PAINTED RED AND WHITE AND
 JC1572'THE POINT INTERSECTED WAS THE TOP OF THE TOWER.
 JC1572'
 JC1572'TO REACH THE TOWER FROM THE INTERSECTION OF U.S. HIGHWAYS
 JC1572'40 AND 54 IN KINGDOM CITY, GO SOUTH ON U.S. HIGHWAY 54 FOR
 JC1572'0.1 MILE TO THE STATION ON THE RIGHT OR WEST SIDE OF THE
 JC1572'HIGHWAY AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1288 ***********************************************************************
 KE1288  DESIGNATION -  KINGSTON 2
 KE1288  PID         -  KE1288
 KE1288  STATE/COUNTY-  MO/CALDWELL
 KE1288  USGS QUAD   -  HAMILTON WEST (1984)
 KE1288
 KE1288                         *CURRENT SURVEY CONTROL
 KE1288  ___________________________________________________________________
 KE1288* NAD 83(1997)-  39 41 55.50058(N)    094 01 48.07763(W)     ADJUSTED  
 KE1288* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 KE1288  ___________________________________________________________________
 KE1288  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KE1288  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KE1288
 KE1288  HORZ ORDER  -  SECOND
 KE1288
 KE1288.The horizontal coordinates were established by classical geodetic methods
 KE1288.and adjusted by the National Geodetic Survey in February 2000..
 KE1288
 KE1288.The orthometric height was scaled from a topographic map.
 KE1288
 KE1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1288
 KE1288.The geoid height was determined by GEOID03.
 KE1288
 KE1288;                    North         East     Units Scale Factor Converg.
 KE1288;SPC MO W     -   392,127.175   890,306.790   MT  0.99996117   +0 18 00.7
 KE1288;UTM  15      - 4,394,829.357   411,691.636   MT  0.99969601   -0 39 28.7
 KE1288
 KE1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1288!SPC MO W     -   0.99996009  x   0.99996117  =   0.99992126
 KE1288!UTM  15      -   0.99996009  x   0.99969601  =   0.99965611
 KE1288
 KE1288:                Primary Azimuth Mark                     Grid Az
 KE1288:SPC MO W     -  HAMILTON MUNICIPAL TANK                  026 29 36.8
 KE1288:UTM  15      -  HAMILTON MUNICIPAL TANK                  027 27 06.2
 KE1288
 KE1288|---------------------------------------------------------------------|
 KE1288| PID    Reference Object                     Distance      Geod. Az  |
 KE1288|                                                           dddmmss.s |
 KE1288| KE1285 HAMILTON MUNICIPAL TANK             APPROX. 5.5 KM 0264737.5 |
 KE1288| KE1287 KINGSTON                             23.370 METERS 18222     |
 KE1288| CL7248 KINGSTON AZ MK                                     1822210.5 |
 KE1288| CL7249 KINGSTON RM 1                        35.902 METERS 22243     |
 KE1288| CL7251 KINGSTON 2 RM 3                      45.537 METERS 27124     |
 KE1288|---------------------------------------------------------------------|
 KE1288
 KE1288                          SUPERSEDED SURVEY CONTROL
 KE1288
 KE1288  NAD 83(1997)-  39 41 55.50126(N)    094 01 48.07894(W) AD(       ) 2
 KE1288  NAD 83(1997)-  39 41 55.50178(N)    094 01 48.07930(W) AD(       ) 2
 KE1288  NAD 83(1986)-  39 41 55.50453(N)    094 01 48.07733(W) AD(       ) 2
 KE1288  NAD 27      -  39 41 55.47910(N)    094 01 47.29090(W) AD(       ) 2
 KE1288
 KE1288.Superseded values are not recommended for survey control.
 KE1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1288.See file dsdata.txt to determine how the superseded data were derived.
 KE1288
 KE1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1169294829(NAD 83)
 KE1288_MARKER: DS = TRIANGULATION STATION DISK
 KE1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1288
 KE1288  HISTORY     - Date     Condition        Report By
 KE1288  HISTORY     - 1962     MONUMENTED       CGS
 KE1288  HISTORY     - 1964     GOOD             CGS
 KE1288
 KE1288                          STATION DESCRIPTION
 KE1288
 KE1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KE1288'STATION IS LOCATED ABOUT 4 MILES NORTH OF KINGSTON AND 3 AND 1/2
 KE1288'MILES SOUTH-SOUTHWEST OF HAMILTON AT THE JUNCTION OF STATE
 KE1288'HIGHWAY 13 AND COUNTY ROAD P AND AT A POINT WHERE STATE HIGHWAY 13
 KE1288'CURVES.  THE MARK IS 72.5 FEET NORTHEAST OF THE CENTER OF COUNTY
 KE1288'ROAD P, 57 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY EXTENDED
 KE1288'NORTH, 34 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 13
 KE1288'EXTENDED WEST, 51 FEET WEST OF A POWER POLE AND A NORTH-SOUTH
 KE1288'FENCE, 10 FEET NORTHEAST OF A POWER POLE, AND 1 FOOT EAST OF A
 KE1288'STEEL WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF
 KE1288'THE GROUND AND THE DISK IS STAMPED KINGSTON 2 1962.
 KE1288'
 KE1288'TO REACH THE STATION FROM THE COURTHOUSE IN KINGSTON, GO NORTH ON
 KE1288'STATE HIGHWAY 13 FOR 4.05 MILES TO WHERE STATE HIGHWAY 13
 KE1288'CURVES TO THE RIGHT OR EAST AND COUNTY ROAD P GOES WEST AND THE
 KE1288'STATION AS DESCRIBED.
 KE1288'
 KE1288'REFERENCE MARK NO. 1 IS SET IN THE NORTHEAST CORNER OF A LAWN,
 KE1288'55 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, AND 57 FEET
 KE1288'SOUTH OF THE CENTER OF COUNTY ROAD P.  THE MARK IS FLUSH WITH
 KE1288'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED KINGSTON NO 1
 KE1288'1948.
 KE1288'
 KE1288'REFERENCE MARK NO. 3 IS 35 FEET NORTH OF THE CENTER OF COUNTY
 KE1288'ROAD P, 5 FEET WEST OF A TELEPHONE POLE, AND 2 FEET EAST OF A
 KE1288'STEEL RIGHT-OF-WAY MARKER POST.  THE MARK PROJECTS 2 INCHES AND
 KE1288'THE DISK IS STAMPED KINGSTON 2 NO 3 1962.
 KE1288'
 KE1288'AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION, ON THE WEST SIDE
 KE1288'OF STATE HIGHWAY 13, 25 FEET WEST OF THE CENTER OF HIGHWAY, 2
 KE1288'FEET NORTH OF A WITNESS POST, AND 2 FEET EAST OF A FENCE.  THE
 KE1288'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED KINGSTON 1948.
 KE1288'
 KE1288'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 KE1288'HIGHWAY 13 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 KE1288'DESCRIBED.
 KE1288'
 KE1288'HEIGHT OF LIGHT ABOVE STAION MARK 1 METERS.
 KE1288
 KE1288                          STATION RECOVERY (1964)
 KE1288
 KE1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KE1288'THIS STATION WAS RECOVERED AS DESCRIBED BY CJB IN 1962 AND ALL
 KE1288'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 KE1288'THE STATION MARK IS LOCATED IN THE NORTH RIGHT-OF-WAY FENCELINE
 KE1288'FOR COUNTY ROAD P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0854 ***********************************************************************
 LD0854  DESIGNATION -  KINKADE
 LD0854  PID         -  LD0854
 LD0854  STATE/COUNTY-  MO/CLARK
 LD0854  USGS QUAD   -  NEEPER (1950)
 LD0854
 LD0854                         *CURRENT SURVEY CONTROL
 LD0854  ___________________________________________________________________
 LD0854* NAD 83(1997)-  40 19 55.11356(N)    091 46 57.61198(W)     ADJUSTED  
 LD0854* NAVD 88     -       221.28   (+/-2cm)     726.0    (feet)  VERTCON   
 LD0854  ___________________________________________________________________
 LD0854  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 LD0854  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LD0854
 LD0854  HORZ ORDER  -  FIRST
 LD0854  VERT ORDER  -  THIRD ? (See Below)
 LD0854
 LD0854.The horizontal coordinates were established by classical geodetic methods
 LD0854.and adjusted by the National Geodetic Survey in February 2000..
 LD0854
 LD0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0854.The vertical order pertains to the NGVD 29 superseded value.
 LD0854
 LD0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0854
 LD0854.The geoid height was determined by GEOID03.
 LD0854
 LD0854;                    North         East     Units Scale Factor Converg.
 LD0854;SPC MO E     -   500,097.556   141,005.901   MT  1.00007952   -0 49 48.9
 LD0854;UTM  15      - 4,465,315.401   603,407.249   MT  0.99973163   +0 47 16.6
 LD0854
 LD0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0854!SPC MO E     -   0.99997045  x   1.00007952  =   1.00004997
 LD0854!UTM  15      -   0.99997045  x   0.99973163  =   0.99970209
 LD0854
 LD0854|---------------------------------------------------------------------|
 LD0854| PID    Reference Object                     Distance      Geod. Az  |
 LD0854|                                                           dddmmss.s |
 LD0854| CL9667 KINKADE RM 1                         48.116 METERS 05914     |
 LD0854| CL9668 KINKADE RM 2                         46.449 METERS 11754     |
 LD0854| CL9666 KINKADE AZ MK                                      2921515.7 |
 LD0854|---------------------------------------------------------------------|
 LD0854
 LD0854                          SUPERSEDED SURVEY CONTROL
 LD0854
 LD0854  NAD 83(1997)-  40 19 55.11357(N)    091 46 57.61357(W) AD(       ) 1
 LD0854  NAD 83(1997)-  40 19 55.11348(N)    091 46 57.61339(W) AD(       ) 1
 LD0854  NAD 83(1986)-  40 19 55.12383(N)    091 46 57.61776(W) AD(       ) 1
 LD0854  NAD 27      -  40 19 54.96830(N)    091 46 57.01380(W) AD(       ) 1
 LD0854  NGVD 29 (07/19/86)  221.31   (m)          726.1    (f) LEVELING    3  
 LD0854
 LD0854.Superseded values are not recommended for survey control.
 LD0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0854.See file dsdata.txt to determine how the superseded data were derived.
 LD0854
 LD0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE0340765315(NAD 83)
 LD0854_MARKER: DS = TRIANGULATION STATION DISK
 LD0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0854
 LD0854  HISTORY     - Date     Condition        Report By
 LD0854  HISTORY     - 1934     MONUMENTED       CGS
 LD0854  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LD0854
 LD0854                          STATION DESCRIPTION
 LD0854
 LD0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0854'THIS STATION IS LOCTED ABOUT 7 MILES SW OF KAHOKA, ABOUT
 LD0854'8-1/2 MILES N OF WILLIAMSTOWN, ABOUT 8 MILES SE OF WYANCONDA,
 LD0854'NEAR THE SETTLEMENT OF NEEPER, IN THE SE 1/4 SEC. 21, T 64
 LD0854'N, R 8 W, ON LAND OWNED AND OCCUPIED BY MRS. CORDIE KINKADE.
 LD0854'THE MARK IS SET IN N-S FENCE LINE ABOUT 125 YARDS SE OF
 LD0854'MRS. KINKADES HOUSE, 50 YARDS S OF THE NE CORNER OF THE
 LD0854'FIELD AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LD0854'
 LD0854'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 LD0854'SET IN THE TOPS OF CONCRETE CYLINDERS.
 LD0854'
 LD0854'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LD0854'
 LD0854'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE E EDGE OF
 LD0854'A FIELD, 1-FOOT W OF N-S FENCE LINE AND PROJECTS 10 INCHES.
 LD0854'
 LD0854'REFERENCE MARK NO. 2 IS SE OF THE STATION, 1-FOOT W OF FENCE
 LD0854'LINE AND PROJECTS 14 INCHES.
 LD0854'
 LD0854'AZIMUTH MARK IS ABOUT 0.4 MILE NW OF THE STATION NEAR THE
 LD0854'POINT OF FORKS OF E-W ROAD AND ROAD LEADING NE.  IT IS 2 FEET
 LD0854'N OF DITCH BANK, 25 FEET N OF THE CENTER OF E-W ROAD, ABOUT
 LD0854'50 FEET E OF THE INTERSECTION AND PROJECTS 14 INCHES.
 LD0854'
 LD0854'TO REACH FROM WILLIAMSTOWN GO NE 0.3 MILE FROM THE MAIN
 LD0854'CORNER TO CROSS ROAD.  HERE TURN N AND GO 6.4 MILES TO SIDE
 LD0854'ROAD TO E.  GO E 0.35 MILE TO TURN N AROUND A SMALL CEMETERY,
 LD0854'THENCE N 0.05 MILE TO TURN E AT STORE IN THE SETTLEMENT
 LD0854'OF NEEPER.  HERE GO E 0.35 MILE TO TURN S, THENCE S 0.05 MILE TO
 LD0854'DRIVEWAY ON E LEADING TO MRS. KINKADES HOUSE.  FOLLOW DRIVEWAY
 LD0854'TO BARNS, GO THROUGH GATE AT THE W END OF THE LARGEST BARN.
 LD0854'STATION IS ABOUT 110 YARDS SE OF THIS POINT.
 LD0854'
 LD0854'ALL LIGHTS COME INTO VIEW AT 20 FEET.
 LD0854
 LD0854                          STATION RECOVERY (1967)
 LD0854
 LD0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LD0854'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  THE PROPERTY
 LD0854'OWNER REQUESTED THAT THE STATION MARK BE LOWERED BELOW PLOW
 LD0854'DEPTH.  WHEN THE SURFACE MARK WAS REMOVED IT WAS FOUND THAT
 LD0854'THE POSITION OF THIS MARK WAS 0.049 METER SOUTH OF THE
 LD0854'UNDERGROUND MARK.  THE UNDERGROUND MARK WAS LOWERED VERTICALLY
 LD0854'AND THE TOP MARK WAS PLUMBED OVER IT.
 LD0854'
 LD0854'TO REACH THE STATION FROM WILLIAMSTOWN, FROM THE JUNCTION
 LD0854'OF COUNTY ROUTES A AND D, GO NORTHWEST ON COUNTY ROUTE A FOR
 LD0854'6.6 MILES TO JUNCTION WITH COUNTY ROUTE D, TURN RIGHT AND GO EAST
 LD0854'AND NORTHEAST ON ROUTE D FOR 3.3 MILES TO JUNCTION WITH ROUTE W,
 LD0854'TURN RIGHT AND GO EAST AND NORTHEAST ON COUNTY ROUTE D FOR 0.75
 LD0854'MILE TO THE VILLAGE TO NEEPERS, CONTINUE EAST-NORTHEAST ON
 LD0854'COUNTY ROUTE D FOR 0.2 MILE TO A ROAD RIGHT, TURN RIGHT AND GO
 LD0854'EAST FOR ABOUT 100 FEET TO THE AZIMUTH MARK ON THE LEFT,
 LD0854'CONTINUE EAST AND SOUTH ON GRAVEL ROAD FOR 0.15 MILE TO
 LD0854'A FARM LANE ON THE LEFT, TURN LEFT AND GO EAST ON LANE
 LD0854'FOR 0.15 MILE TO MR.  KINKADES HOUSE.  THE STATION IS IN OPEN
 LD0854'FIELD ABOUT 0.05 MILE SOUTHEAST OF THE BARNLOT.
 LD0854'
 LD0854'THE STATION IS 136 FEET WEST OF A NORTH-SOUTH FENCE.  THE
 LD0854'MARK IS 18 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 LD0854'IS STAMPED KINKADE 1934 1967.
 LD0854'
 LD0854'R.M. NO. 1 IS EAST-NORTHEAST OF THE STATION AND IS 6 INCHES
 LD0854'WEST OF THE NORTH-SOUTH FENCE.  THE MARK PROJECTS 1 FOOT AND
 LD0854'THE DISK IS STAMPED KINKADE NO 1 1934.
 LD0854'
 LD0854'R.M. NO. 2 IS SOUTHEAST OF THE STATION AND IS 6 INCHES WEST
 LD0854'OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS 8 INCHES AND THE
 LD0854'DISK IS STAMPED KINKADE NO 2 1934.
 LD0854'
 LD0854'THE AZIMUTH MARK IS ABOUT 100 FEET SOUTHEAST OF COUNTY ROUTE
 LD0854'D, 14 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 1
 LD0854'FOOT EAST OF A METAL WITNESS POST.  THE MARK PROJECTS ABOUT
 LD0854'1 FOOT AND THE DISK IS STAMPED KINKADE 1934 AZIMUTH.
 LD0854'
 LD0854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 LD0854'SOUTHWEST OF KAHOKA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0766 ***********************************************************************
 GF0766  DESIGNATION -  KIRBY
 GF0766  PID         -  GF0766
 GF0766  STATE/COUNTY-  MO/TANEY
 GF0766  USGS QUAD   -  BRANSON (1989)
 GF0766
 GF0766                         *CURRENT SURVEY CONTROL
 GF0766  ___________________________________________________________________
 GF0766* NAD 83(1997)-  36 38 42.06427(N)    093 10 37.62833(W)     ADJUSTED  
 GF0766* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 GF0766  ___________________________________________________________________
 GF0766  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 GF0766  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GF0766
 GF0766  HORZ ORDER  -  THIRD
 GF0766
 GF0766.The horizontal coordinates were established by classical geodetic methods
 GF0766.and adjusted by the National Geodetic Survey in February 2000..
 GF0766
 GF0766.The orthometric height was scaled from a topographic map.
 GF0766
 GF0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0766
 GF0766.The geoid height was determined by GEOID03.
 GF0766
 GF0766;                    North         East     Units Scale Factor Converg.
 GF0766;SPC MO C     -    90,274.850   439,453.110   MT  0.99997848   -0 24 15.0
 GF0766;UTM  15      - 4,055,508.831   484,167.685   MT  0.99960309   -0 06 20.6
 GF0766
 GF0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0766!SPC MO C     -   0.99995333  x   0.99997848  =   0.99993181
 GF0766!UTM  15      -   0.99995333  x   0.99960309  =   0.99955644
 GF0766
 GF0766|---------------------------------------------------------------------|
 GF0766| PID    Reference Object                     Distance      Geod. Az  |
 GF0766|                                                           dddmmss.s |
 GF0766| AJ6837 KIRBY RM 1                           17.435 METERS 07531     |
 GF0766| GF0765 BRANSON MUNICIPAL TANK              APPROX. 5.3 KM 2690122.4 |
 GF0766| AJ6836 KIRBY RM 2                           25.240 METERS 32122     |
 GF0766|---------------------------------------------------------------------|
 GF0766
 GF0766                          SUPERSEDED SURVEY CONTROL
 GF0766
 GF0766  NAD 83(1997)-  36 38 42.06536(N)    093 10 37.62764(W) AD(       ) 3
 GF0766  NAD 83(1997)-  36 38 42.07097(N)    093 10 37.62841(W) AD(       ) 3
 GF0766  NAD 83(1986)-  36 38 42.07511(N)    093 10 37.62401(W) AD(       ) 3
 GF0766  NAD 27      -  36 38 41.85100(N)    093 10 36.97800(W) AD(       ) 3
 GF0766
 GF0766.Superseded values are not recommended for survey control.
 GF0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0766.See file dsdata.txt to determine how the superseded data were derived.
 GF0766
 GF0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8416855509(NAD 83)
 GF0766_MARKER: DS = TRIANGULATION STATION DISK
 GF0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0766_STAMPING: KIRBY 1954
 GF0766_MARK LOGO: CGS   
 GF0766_PROJECTION: FLUSH
 GF0766_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GF0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0766+STABILITY: SURFACE MOTION
 GF0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0766+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1991
 GF0766
 GF0766  HISTORY     - Date     Condition        Report By
 GF0766  HISTORY     - 1954     MONUMENTED       CGS
 GF0766  HISTORY     - 1972     GOOD             LOCENG
 GF0766  HISTORY     - 19850530 GOOD             NGS
 GF0766  HISTORY     - 19910529 GOOD             MODNR
 GF0766  HISTORY     - 20060506 GOOD             GEOCAC
 GF0766
 GF0766                          STATION DESCRIPTION
 GF0766
 GF0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0766'THE STATION IS ABOUT 1-1/2 MILES NORTH AND 3/4 MILE WEST
 GF0766'OF KIRBYVILLE AND ABOUT 2-1/4 MILES EAST AND 1/2 MILE NORTH
 GF0766'OF BRANSON, NEAR THE CENTER OF THE SOUTH HALF OF SECTION
 GF0766'35, T 23 N, R 21 W, ON THE RIGHT-OF-WAY OF A PUBLIC ROAD.
 GF0766'IT IS 42 FEET SOUTH OF THE CENTER OF THE ROAD, 9 FEET SOUTHWEST
 GF0766'OF A WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE STATION
 GF0766'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED KIRBY 1954.
 GF0766'
 GF0766'TO REACH THE STATION FROM THE PUBLIC SCHOOL IN KIRBYVILLE,
 GF0766'GO WEST AND NORTH ON STATE HIGHWAY 80 FOR 2.0 MILES TO A
 GF0766'T-JUNCTION, TURN RIGHT AND GO EAST AND NORTH ON A GRAVELED
 GF0766'ROAD FOR 0.5 MILE TO A T-JUNCTION, TURN RIGHT AND GO EAST 0.2
 GF0766'MILE TO THE STATION ON THE RIGHT.
 GF0766'
 GF0766'REFERENCE MARK 1 IS 28 FEET SOUTH OF THE CENTER OF THE ROAD
 GF0766'AND 17 FEET NORTH OF A FENCE.  THE MARK IS FLUSH WITH THE
 GF0766'GROUND AND THE DISK IS STAMPED KIRBY NO 1 1954.
 GF0766'
 GF0766'REFERENCE MARK 2 IS 26 FEET WEST OF A POWERLINE POLE, 24
 GF0766'FEET NORTH OF THE CENTER OF THE ROAD AND 3 FEET NORTH OF
 GF0766'A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GF0766'IS STAMPED KIRBY NO 2 1954.
 GF0766'
 GF0766'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GF0766'
 GF0766'NOTE- STATE HIGHWAY 80 HAS BEEN CHANGED TO U.S. HIGHWAY
 GF0766'160 AS OF 1 JANUARY 1954.
 GF0766'
 GF0766'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GF0766
 GF0766                          STATION RECOVERY (1972)
 GF0766
 GF0766'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ATL)
 GF0766'KIRBY 1954 RECOVERED IN GOOD CONDITION.
 GF0766'
 GF0766'DID NOT LOOK FOR RMS.
 GF0766'
 GF0766'DISTANCE AND DIRECTION FROM NEAREST TOWN--PRESENT DESCRIPTION OK.
 GF0766
 GF0766                          STATION RECOVERY (1985)
 GF0766
 GF0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GF0766'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 GF0766'GOOD CONDITION.  THE ANGLE BETWEEN THE REFERENCE MARKS AGREED WITH
 GF0766'1954 DATA AS DID THE DISTANCES TO THESE MARKS.  ALTHOUGH THE ORIGINAL
 GF0766'DESCRIPTION STATED THAT THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH
 GF0766'MARK, THE PROPERTY OWNER AT THE STATION SITE HAD, IN HIS POSSESSION,
 GF0766'AN AZIMUTH MARK DISK STAMPED KIRBY 1954, THAT HE HAD SALVAGED FROM A
 GF0766'PIECE OF CONCRETE FOUND LYING IN THE ROAD.  THIS DISK WAS RETRIEVED
 GF0766'FROM THE OWNER.  THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK DUE
 GF0766'TO SURROUNDING BUILDINGS AND WOODS.  THE BRANSON MUNICIPAL WATER TANK
 GF0766'IS NOW OBSTRUCTED BY A BUILDING.  THE UNDERGROUND MARK WAS NOT
 GF0766'INSPECTED.  DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 GF0766'LOCATED ABOUT 6.8 KM (4.20 MI) SW FROM FORSYTH, 5.2 KM (3.25 MI) E
 GF0766'FROM BRANSON, 2.4 KM (1.50 MI) NW FROM KIRBY, NEAR THE CENTER OF THE S
 GF0766'HALF OF SEC 35, T23N, R21W, AT A 24 FT (7.3 M) WIDE MOBILE HOME AND A
 GF0766'12 FT (3.7 M) WIDE MOBILE HOME, BOTH OF WHICH ARE SET ON STONE
 GF0766'FOUNDATIONS AND ON PROPERTY OWNED BY KEN CONNER, ROUTE 4, BOX 2929,
 GF0766'BRANSON, MISSOURI 65616. TO REACH THE STATION FROM THE KIRBY POST
 GF0766'OFFICE, GO WERLY ON STATE HWY 76 FOR 3.22 KM (2.00 MI) TO THE JUNCTION
 GF0766'WITH STATE ROAD AND AT A CURVE.  TURN SHARPLY RIGHT, AND GO E AND N ON
 GF0766'ROAD T FOR 0.80 KM (0.50 MI) TO A GRAVELED ROAD ON THE RIGHT.  TURN
 GF0766'RIGHT AND GO E ON THE GRAVELED ROAD FOR 0.40 KM (0.25 MI) TO THE
 GF0766'STATION ON THE RIGHT, JUST E OF A WOODEN SHOP BUILDING AND JUST S OF
 GF0766'THE 12 FT (3.7 M) WIDE HOME.  THE STATION IS A STANDARD CGS DISK
 GF0766'STAMPED KIRBY 1954, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 GF0766'14.0 INCHES OR 36 CM IN DIAMETER FLUSH WITH GROUND LOCATED 68.6 FT
 GF0766'(20.9 M) E FROM THE NE CORNER OF A FRAME SHOP BUILDING, 48.7 FT (14.8
 GF0766'M) N FROM THE NE CORNER OF A 12 FT (3.7 M) WIDE HOME, 40.9 FT (12.5 M)
 GF0766'NW FROM THE NW CORNER OF A 24 FT (7.3 M) WIDE HOME, 45.5 FT (13.9 M) S
 GF0766'FROM THE CENTERLINE OF THE ROAD, AND 9.0 FT (2.7 M) SW FROM A WITNESS
 GF0766'POST. REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED KIRBY NO 1
 GF0766'1954, SET INTO A ROCK LEDGE LOCATED 47.6 FT (14.5 M) NE FROM THE NW
 GF0766'CORNER OF THE 24 FT (7.3 M) WIDE HOME, 52.7 FT (16.1 M) NW FROM THE NE
 GF0766'CORNER OF THE 24 FT (7.3 M) WIDE HOME, 30.5 FT (9.3 M) S FROM THE
 GF0766'CENTERLINE OF THE ROAD, 4.5 FT (1.4 M) N FROM A TRIPLE-TRUNKED ASH
 GF0766'TREE, AND 2.0 FT (0.6 M) LOWER THAN THE STATION.  REFERENCE MARK NO 2
 GF0766'IS A STANDARD CGS DISK STAMPED KIRBY NO 2 1954, SET INTO A ROCK LEDGE
 GF0766'LOCATED 73.0 FT (22.3 M) W FROM THE EXTENDED CENTERLINE OF THE DRIVE
 GF0766'TO THE BIG HOME, 60.9 FT (18.6 M) NNE FROM THE NE CORNER OF THE SHOP
 GF0766'BUILDING, 19.0 FT (5.8 M) N FROM THE CENTERLINE OF THE ROAD, 1.5 FT
 GF0766'(0.5 M) SE FROM A WITNESS POST, AND 2.0 FT (0.6 M) LOWER THAN THE
 GF0766'STATION.
 GF0766
 GF0766                          STATION RECOVERY (1991)
 GF0766
 GF0766'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (DDP)
 GF0766'RECOVERED AS DESCRIBED.
 GF0766
 GF0766                          STATION RECOVERY (2006)
 GF0766
 GF0766'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 GF0766'GEOCAC FIRST RECOVERY REPORT GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1046 ***********************************************************************
 KD1046  DESIGNATION -  KIRKLAND 2
 KD1046  PID         -  KD1046
 KD1046  STATE/COUNTY-  MO/AUDRAIN
 KD1046  USGS QUAD   -  ROWENA (1960)
 KD1046
 KD1046                         *CURRENT SURVEY CONTROL
 KD1046  ___________________________________________________________________
 KD1046* NAD 83(1997)-  39 19 33.05331(N)    092 03 58.16963(W)     ADJUSTED  
 KD1046* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 KD1046  ___________________________________________________________________
 KD1046  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 KD1046  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KD1046
 KD1046  HORZ ORDER  -  SECOND
 KD1046
 KD1046.The horizontal coordinates were established by classical geodetic methods
 KD1046.and adjusted by the National Geodetic Survey in February 2000..
 KD1046.No horizontal observational check was made to the station.
 KD1046
 KD1046.The orthometric height was scaled from a topographic map.
 KD1046
 KD1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1046
 KD1046.The geoid height was determined by GEOID03.
 KD1046
 KD1046;                    North         East     Units Scale Factor Converg.
 KD1046;SPC MO C     -   387,693.335   537,406.743   MT  0.99995056   +0 16 29.8
 KD1046;UTM  15      - 4,353,353.031   580,491.503   MT  0.99967977   +0 35 30.6
 KD1046
 KD1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1046!SPC MO C     -   0.99996570  x   0.99995056  =   0.99991626
 KD1046!UTM  15      -   0.99996570  x   0.99967977  =   0.99964548
 KD1046
 KD1046|---------------------------------------------------------------------|
 KD1046| PID    Reference Object                     Distance      Geod. Az  |
 KD1046|                                                           dddmmss.s |
 KD1046| CL9677 KIRKLAND 2 RM 3                      18.486 METERS 01724     |
 KD1046| CL9674 KIRKLAND AZ MK                                     0875827.1 |
 KD1046| KD1045 KIRKLAND                              5.181 METERS 17714     |
 KD1046| CL9678 KIRKLAND 2 RM 4                      42.654 METERS 27006     |
 KD1046|---------------------------------------------------------------------|
 KD1046
 KD1046                          SUPERSEDED SURVEY CONTROL
 KD1046
 KD1046  NAD 83(1997)-  39 19 33.06036(N)    092 03 58.17578(W) AD(       ) 2
 KD1046  NAD 83(1986)-  39 19 33.06189(N)    092 03 58.17683(W) AD(       ) 2
 KD1046  NAD 27      -  39 19 32.91610(N)    092 03 57.55360(W) AD(       ) 2
 KD1046
 KD1046.Superseded values are not recommended for survey control.
 KD1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1046.See file dsdata.txt to determine how the superseded data were derived.
 KD1046
 KD1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD8049253353(NAD 83)
 KD1046_MARKER: DS = TRIANGULATION STATION DISK
 KD1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1046
 KD1046  HISTORY     - Date     Condition        Report By
 KD1046  HISTORY     - 1964     MONUMENTED       CGS
 KD1046  HISTORY     - 1967     GOOD             CGS
 KD1046
 KD1046                          STATION DESCRIPTION
 KD1046
 KD1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KD1046'STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF MEXICO, 11
 KD1046'MILES SOUTH-SOUTHWEST OF PARIS, 9 MILES NORTH-NORTHEAST OF
 KD1046'CENTRALIA, AND 1 MILE SOUTH OF THE MONROE-AUDRAIN COUNTY LINE
 KD1046'IN THE NE 1/4 OF SEC. 6, T 52 N, R 10 W. ALONG THE SOUTH ROAD
 KD1046'RIGHT-OF-WAY OF COUNTY ROAD CC AND JUST NORTH OF THE FORMER
 KD1046'SITE OF THE KIRKLAND FARM BUILDINGS WHICH HAVE ALL BEEN
 KD1046'DESTROYED AND THE GROUND PUT UNDER CULTIVATION.  THE STATION
 KD1046'MARK IS 28 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD
 KD1046'CC, 5 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF THE
 KD1046'RIGHT-OF-WAY FENCE, AND 1 FOOT WEST OF A NEW STEEL
 KD1046'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 KD1046'IS STAMPED KIRKLAND 2 1964.
 KD1046'
 KD1046'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22
 KD1046'AND COUNTY ROAD C AT THE NORTHWEST EDGE OF CENTRALIA, GO
 KD1046'NORTH AND EAST ON COUNTY ROAD C FOR 8.0 MILES TO CROSSROADS
 KD1046'AND COUNTY ROAD CC GOING EAST.  TURN RIGHT AND GO EAST ON
 KD1046'COUNTY ROAD CC FOR 2.75 MILES TO THE STATION ON THE RIGHT AS
 KD1046'DESCRIBED.**
 KD1046'
 KD1046'REFERENCE MARK NO. 3 IS 60.65 FEET NORTH-NORTHEAST OF THE
 KD1046'STATION, 29 FEET NORTH OF THE CENTER OF COUNTY ROAD CC, 3
 KD1046'FEET EAST OF A T-FENCE INTERSECTION, AND 1 FOOT SOUTH OF THE
 KD1046'NORTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND
 KD1046'THE DISK IS STAMPED KIRKLAND 2 NO 3 1964.
 KD1046'
 KD1046'REFERENCE MARK NO. 4 IS 139.94 FEET WEST OF THE STATION, 29
 KD1046'FEET SOUTH OF THE CENTER OF COUNTY ROAD CC, 6 FEET EAST OF
 KD1046'THE EAST GATE POST FOR LARGE GATE, AND 1 FOOT NORTH OF THE
 KD1046'SOUTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 KD1046'DISK IS STAMPED KIRKLAND 2 NO 4 1964.
 KD1046'
 KD1046'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 30 FEET NORTH OF
 KD1046'THE CENTERLINE OF COUNTY ROAD CC, 20 FEET WEST OF THE CENTER OF A
 KD1046'T-ROAD GOING NORTH FROM COUNTY ROAD CC, 10 FEET EAST OF A FENCE
 KD1046'CORNER, 10 FEET SOUTH OF A FENCE CORNER AND TELEPHONE POLE,
 KD1046'AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS
 KD1046'10 INCHES AND THE DISK IS STAMPED KIRKLAND 1934 AZIMUTH.
 KD1046'
 KD1046'NOTE- THIS AZIMUTH MARK WAS LEANING AND THE ARROW WAS ASKEW, BUT
 KD1046'THE MARK SEEMED TO BE SOLID IN THE GROUND.  THE CONCRETE POST
 KD1046'WAS STRAIGHTENED, BUT THE ARROW POINTS WEST-SOUTHWEST RATHER
 KD1046'THAN WEST TO THE STATION.  USE WITH CAUTION.
 KD1046'
 KD1046'**THIS STATION MAY BE REACHED FROM THE POST OFFICE IN MEXICO
 KD1046'BY GOING NORTH FOR 1 BLOCK.  TURN LEFT AND GO WEST ON STATE
 KD1046'HIGHWAY 22 FOR 7.0 MILES TO THE JUNCTION OF COUNTY ROAD E
 KD1046'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY ROAD E FOR 8.5
 KD1046'MILES TO THE JUNCTION OF STATE HIGHWAY 15.  CONTINUE NORTH ON
 KD1046'STATE HIGHWAY 15 FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROAD
 KD1046'CC LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD CC FOR 3.0
 KD1046'MILES TO A T-ROAD NORTH AND THE AZIMUTH MARK AS DESCRIBED.
 KD1046'CONTINUE WEST ON COUNTY ROAD CC FOR 0.25 MILE TO THE STATION
 KD1046'ON THE LEFT.
 KD1046'
 KD1046'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1046
 KD1046                          STATION RECOVERY (1967)
 KD1046
 KD1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1046'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 KD1046'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1964 AND ALL MARKS
 KD1046'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR
 KD1046'RECOVERY.
 KD1046'
 KD1046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11 MILES
 KD1046'SOUTH-SOUTHWEST OF PARIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0481 ***********************************************************************
 LE0481  DESIGNATION -  KIRKSVILLE
 LE0481  PID         -  LE0481
 LE0481  STATE/COUNTY-  MO/ADAIR
 LE0481  USGS QUAD   -  KIRKSVILLE (1979)
 LE0481
 LE0481                         *CURRENT SURVEY CONTROL
 LE0481  ___________________________________________________________________
 LE0481* NAD 83(1997)-  40 11 12.75574(N)    092 34 01.46939(W)     ADJUSTED  
 LE0481* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 LE0481  ___________________________________________________________________
 LE0481  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 LE0481  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LE0481
 LE0481  HORZ ORDER  -  FIRST
 LE0481
 LE0481.The horizontal coordinates were established by classical geodetic methods
 LE0481.and adjusted by the National Geodetic Survey in February 2000..
 LE0481
 LE0481.The orthometric height was scaled from a topographic map.
 LE0481
 LE0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0481
 LE0481.The geoid height was determined by GEOID03.
 LE0481
 LE0481;                    North         East     Units Scale Factor Converg.
 LE0481;SPC MO C     -   483,199.321   494,288.247   MT  0.99993373   -0 02 35.8
 LE0481;UTM  15      - 4,448,588.873   536,853.486   MT  0.99961672   +0 16 45.7
 LE0481
 LE0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0481!SPC MO C     -   0.99995909  x   0.99993373  =   0.99989283
 LE0481!UTM  15      -   0.99995909  x   0.99961672  =   0.99957583
 LE0481
 LE0481:                Primary Azimuth Mark                     Grid Az
 LE0481:SPC MO C     -  CLARK                                    058 52 41.5
 LE0481:UTM  15      -  CLARK                                    058 33 20.0
 LE0481
 LE0481|---------------------------------------------------------------------|
 LE0481| PID    Reference Object                     Distance      Geod. Az  |
 LE0481|                                                           dddmmss.s |
 LE0481| LE0474 CLARK                               APPROX.25.0 KM 0585005.7 |
 LE0481| CL9680 KIRKSVILLE RM 1                      43.398 METERS 06028     |
 LE0481| LE0471 KANSAS CITY CHICAGO AWY BN 13       APPROX.15.8 KM 0965919.3 |
 LE0481| CL9679 KIRKSVILLE AZ MK                                   1321115.2 |
 LE0481| LE0485 KANSAS CITY CHICAGO AWY BN 12       APPROX. 9.6 KM 1673552.0 |
 LE0481| LE0480 KIRKSVILLE NE MO STC STACK          APPROX. 1.2 KM 2731406.5 |
 LE0481| CL9681 KIRKSVILLE RM 2                      36.988 METERS 30251     |
 LE0481| LE0479 KIRKSVILLE ADAIR CO CTHSE DOME      APPROX. 1.7 KM 3025403.9 |
 LE0481| LE0483 KIRKSVILLE MUNICIPAL TANK           APPROX. 2.1 KM 3143955.0 |
 LE0481| LE0482 KIRKSVILLE MO PWR LT CO STACK       APPROX. 2.1 KM 3154008.3 |
 LE0481|---------------------------------------------------------------------|
 LE0481
 LE0481                          SUPERSEDED SURVEY CONTROL
 LE0481
 LE0481  NAD 83(1997)-  40 11 12.75771(N)    092 34 01.47537(W) AD(       ) 1
 LE0481  NAD 83(1986)-  40 11 12.75992(N)    092 34 01.48231(W) AD(       ) 1
 LE0481  NAD 27      -  40 11 12.63300(N)    092 34 00.77410(W) AD(       ) 1
 LE0481
 LE0481.Superseded values are not recommended for survey control.
 LE0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0481.See file dsdata.txt to determine how the superseded data were derived.
 LE0481
 LE0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE3685348589(NAD 83)
 LE0481_MARKER: DS = TRIANGULATION STATION DISK
 LE0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0481_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0481
 LE0481  HISTORY     - Date     Condition        Report By
 LE0481  HISTORY     - 1934     MONUMENTED       CGS
 LE0481  HISTORY     - 1967     MARK NOT FOUND   CGS
 LE0481
 LE0481                          STATION DESCRIPTION
 LE0481
 LE0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0481'THIS STATION IS AT THE SE EDGE OF KIRKSVILLE, ON THE BRASHEAR ESTATE
 LE0481'(J.E. RIEGER, ADMINISTRATOR), IN A PASTURE THAT IS ON THE E SIDE
 LE0481'OF THE CONTINUATION OF SOUTH COTTAGE GROVE AVENUE, ABOUT 75 FEET E
 LE0481'OF THE JUNCTION OF SOUTH COTTAGE GROVE AVENUE AND EAST RANDOLPH
 LE0481'AVENUE, 72 FEET E OF CENTER LINE OF SOUTH COTTAGE GROVE AVENUE,
 LE0481'46 FEET E OF W PASTURE FENCE, 57 FEET ENE OF A 30-INCH MAPLE, 53
 LE0481'FEET ESE OF A 30-INCH MAPLE, 70 FEET S OF THE N PASTURE FENCE, 84
 LE0481'FEET SE OF THE NW CORNER POST OF THE PASTURE.  THE MARK PROJECTS
 LE0481'6 INCHES.
 LE0481'
 LE0481'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN THE
 LE0481'TOPS OF CONCRETE CYLINDERS.
 LE0481'
 LE0481'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LE0481'
 LE0481'REFERENCE MARK NO.1 IS NE OF STATION, 59 FEET ESE OF A GARAGE, 1-FOOT
 LE0481'S OF THE N PASTURE FENCE.
 LE0481'
 LE0481'REFERENCE MARK NO.2 IS WNW OF STATION, 28 FEET W OF CENTER LINE OF
 LE0481'SOUTH COTTAGE GROVE AVENUE, 14 FEET SSW OF A 12-INCH MAPLE, 23 FEET
 LE0481'NNW OF A 24-INCH MAPLE, 225.75 FEET W OF REFERENCE MARK NO.1.
 LE0481'
 LE0481'BOTH REFERENCE MARKS PROJECT 6 INCHES.
 LE0481'
 LE0481'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SE OF STATION, 20 FEET N OF
 LE0481'CENTER LINE OF THE E-W ROAD, 2 FEET N OF THE RIGHT-OF-WAY FENCE,
 LE0481'3 FEET NE OF A TELEPHONE POLE.  IT PROJECTS 3 INCHES.
 LE0481'
 LE0481'TO REACH FROM THE SE CORNER OF THE COURTHOUSE SQUARE IN KIRKSVILLE,
 LE0481'GO E 1 BLOCK TO U.S. HIGHWAY 63.  FOLLOW U.S. HIGHWAY 63 S AND E
 LE0481'THROUGH THE TOWN TO ITS INTERSECTION WITH EAST NORMAL AVENUE.  GO
 LE0481'E ON EAST NORMAL AVENUE TO SOUTH COTTAGE GROVE AVENUE, GO S ON
 LE0481'SOUTH COTTAGE GROVE AVENUE, ABOUT 2 BLOCKS TO THE PASTURE ON THE E
 LE0481'SIDE OF THE ROAD.
 LE0481'
 LE0481'A 100-FOOT SIGNAL AT CLARK COMES INTO VIEW AT 45 FEET.
 LE0481'
 LE0481'A 100-FOOT SIGNAL AT HURDLAND COMES INTO VIEW AT 40 FEET.
 LE0481'
 LE0481'A 100-FOOT SIGNAL AT NICHOLS COMES INTO VIEW AT 60 FEET.
 LE0481'
 LE0481'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 LE0481
 LE0481                          STATION RECOVERY (1967)
 LE0481
 LE0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0481'THE SURFACE STATION MARK HAD BEEN DESTROYED BUT THE UNDERGROUND MARK
 LE0481'AND ALL OTHER MARKS FOUND IN GOOD CONDITION.  THE STATION MARK WAS
 LE0481'FOUND LYING ON ITS SIDE BELOW THE SURFACE OF THE GROUND.  THE
 LE0481'UNDERGROUND MARK WAS LOWERED VERTICALLY AND THE SURFACE MARK WAS
 LE0481'PLUMBED OVER IT.  THE AZIMUTH MARK WAS NOT VISIBLE FROM THE
 LE0481'GROUND AS A NEW SENIOR HIGH SCHOOL HAD BEEN BUILT ON LINE.  A NEW
 LE0481'AZIMUTH COULD NOT BE ESTABLISHED AS NO OBJECTS WERE VISIBLE FROM
 LE0481'THE GROUND.
 LE0481'
 LE0481'THE STATION IS ON THE GROUNDS OF THE KIRKSVILLE SENIOR HIGH SCHOOL
 LE0481'IN THE SOUTHEAST PART OF KIRKSVILLE, 73.5 FEET EAST OF THE
 LE0481'CENTERLINE OF SOUTH COTTAGE GROVE AVENUE, 27 FEET SOUTH OF THE
 LE0481'CENTERLINE OF EAST RANDOLPH AVENUE AND 35.7 FEET EAST OF THE
 LE0481'EAST EDGE OF THE SIDEWALK.  THE SURFACE MARK IS ABOUT 6 INCHES
 LE0481'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LE0481'KIRKSVILLE 1934 1967.
 LE0481'
 LE0481'R.M. NO. 1 IS 78 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LE0481'HOUSE, 42 FEET NORTH OF THE CENTERLINE OF THE SURFACED STREET,
 LE0481'12 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD AND 1 FOOT WEST
 LE0481'OF THE WEST END OF A BOTTLED GAS TANK.  THE MARK PROJECTS ABOUT
 LE0481'1 INCH AND THE DISK IS STAMPED KIRKSVILLE NO 1 1934.
 LE0481'
 LE0481'R.M. NO. 2 IS 48 FEET NORTH OF THE CENTERLINE OF EAST RANDOLPH
 LE0481'AVENUE AND 28 FEET WEST OF THE CENTERLINE OF SOUTH COTTAGE
 LE0481'GROVE AVE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 LE0481'KIRKSVILLE NO 2 1934.
 LE0481'
 LE0481'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.3 MILE
 LE0481'THEN TURN LEFT AND GO EAST FOR 0.4 MILE TO MARK ON LEFT.  THE
 LE0481'MARK IS 18 FEET NORTH OF THE CENTERLINE OF EAST HAMILTON STREET
 LE0481'AND 4 FEET NORTHEAST OF A POWERLINE POLE.  THE MARK PROJECTS 3
 LE0481'INCHES AND THE DISK IS STAMPED KIRKSVILLE 1934.
 LE0481'
 LE0481'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT KIRKSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0479 ***********************************************************************
 LE0479  DESIGNATION -  KIRKSVILLE ADAIR CO CTHSE DOME
 LE0479  PID         -  LE0479
 LE0479  STATE/COUNTY-  MO/ADAIR
 LE0479  USGS QUAD   -  KIRKSVILLE (1979)
 LE0479
 LE0479                         *CURRENT SURVEY CONTROL
 LE0479  ___________________________________________________________________
 LE0479* NAD 83(1997)-  40 11 42.50048(N)    092 35 01.43265(W)     ADJUSTED  
 LE0479* NAVD 88     -                                                        
 LE0479  ___________________________________________________________________
 LE0479  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 LE0479  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LE0479
 LE0479  HORZ ORDER  -  THIRD
 LE0479
 LE0479.The horizontal coordinates were established by classical geodetic methods
 LE0479.and adjusted by the National Geodetic Survey in February 2000..
 LE0479
 LE0479
 LE0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0479
 LE0479.The geoid height was determined by GEOID03.
 LE0479
 LE0479;                    North         East     Units Scale Factor Converg.
 LE0479;SPC MO C     -   484,117.911   492,870.732   MT  0.99993396   -0 03 14.5
 LE0479;UTM  15      - 4,449,499.176   535,431.272   MT  0.99961545   +0 16 07.2
 LE0479
 LE0479                          SUPERSEDED SURVEY CONTROL
 LE0479
 LE0479  NAD 83(1997)-  40 11 42.50225(N)    092 35 01.43804(W) AD(       ) 4
 LE0479  NAD 83(1986)-  40 11 42.50371(N)    092 35 01.44369(W) AD(       ) 4
 LE0479  NAD 27      -  40 11 42.39300(N)    092 35 00.73900(W) AD(       ) 3
 LE0479
 LE0479.Superseded values are not recommended for survey control.
 LE0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0479.See file dsdata.txt to determine how the superseded data were derived.
 LE0479
 LE0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE3543149499(NAD 83)
 LE0479
 LE0479  HISTORY     - Date     Condition        Report By
 LE0479  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0479  HISTORY     - 1934     GOOD             CGS
 LE0479  HISTORY     - 1957     GOOD             CGS
 LE0479  HISTORY     - 1974     GOOD             NGS
 LE0479
 LE0479                          STATION DESCRIPTION
 LE0479
 LE0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0479'STATION IS THE STATUE OF JUSTICE, ON DOME OF THE ADAIR COUNTY
 LE0479'COURTHOUSE, LOCATED AT ELSON AND WASHINGTON STREETS IN KIRKSVILLE.
 LE0479'ERECTED IN 1898.
 LE0479
 LE0479                          STATION RECOVERY (1934)
 LE0479
 LE0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0479'STATION WAS RECOVERED AS DESCRIBED.
 LE0479
 LE0479                          STATION RECOVERY (1957)
 LE0479
 LE0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 LE0479'THE STATION WAS RECOVERED AS DESCRIBED.
 LE0479
 LE0479                          STATION RECOVERY (1974)
 LE0479
 LE0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 LE0479'RECOVERED AS DESCRIBED.
 LE0479'
 LE0479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KIRKSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0480 ***********************************************************************
 LE0480  DESIGNATION -  KIRKSVILLE NE MO STC STACK
 LE0480  PID         -  LE0480
 LE0480  STATE/COUNTY-  MO/ADAIR
 LE0480  USGS QUAD   -  KIRKSVILLE (1979)
 LE0480
 LE0480                         *CURRENT SURVEY CONTROL
 LE0480  ___________________________________________________________________
 LE0480* NAD 83(1997)-  40 11 14.90056(N)    092 34 51.01358(W)     ADJUSTED  
 LE0480* NAVD 88     -                                                        
 LE0480  ___________________________________________________________________
 LE0480  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 LE0480  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LE0480
 LE0480  HORZ ORDER  -  THIRD
 LE0480
 LE0480.The horizontal coordinates were established by classical geodetic methods
 LE0480.and adjusted by the National Geodetic Survey in February 2000..
 LE0480
 LE0480
 LE0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0480
 LE0480.The geoid height was determined by GEOID03.
 LE0480
 LE0480;                    North         East     Units Scale Factor Converg.
 LE0480;SPC MO C     -   483,266.448   493,116.381   MT  0.99993392   -0 03 07.8
 LE0480;UTM  15      - 4,448,649.380   535,681.633   MT  0.99961567   +0 16 13.7
 LE0480
 LE0480                          SUPERSEDED SURVEY CONTROL
 LE0480
 LE0480  NAD 83(1997)-  40 11 14.90250(N)    092 34 51.01888(W) AD(       ) 4
 LE0480  NAD 83(1986)-  40 11 14.90458(N)    092 34 51.02454(W) AD(       ) 4
 LE0480  NAD 27      -  40 11 14.79100(N)    092 34 50.32300(W) AD(       ) 3
 LE0480
 LE0480.Superseded values are not recommended for survey control.
 LE0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0480.See file dsdata.txt to determine how the superseded data were derived.
 LE0480
 LE0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE3568248649(NAD 83)
 LE0480_MARKER: 63 = STACK
 LE0480
 LE0480  HISTORY     - Date     Condition        Report By
 LE0480  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0480  HISTORY     - 1974     GOOD             NGS
 LE0480  HISTORY     - 1978     GOOD             NGS
 LE0480
 LE0480                          STATION DESCRIPTION
 LE0480
 LE0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0480'THIS STATION IS THE CENTER OF THE STACK AT THE POWER PLANT OF THE
 LE0480'NORTHEAST MISSOURI STATE TEACHERS COLLEGE.  IT IS A TALL CONCRETE
 LE0480'STACK WITH AN ENLARGED BAND ABOUT 1-FOOT HIGH AND ABOUT 2 FEET
 LE0480'BELOW THE TOP.  THE STACK IS ABOUT 175 FEET HIGH AND IS QUITE
 LE0480'PROMINENT.  THE DATE OF ERECTION IS UNKNOWN, BUT IS ABOUT 1920.
 LE0480'
 LE0480'THE COLLEGE IS BETWEEN EAST NORMAL AVENUE ON THE N, EAST RANDOLPH
 LE0480'STREET ON THE S, MULANIX AVENUE ON THE E, AND S MARION STREET ON
 LE0480'THE W.  THE STACK IS AT THE SE CORNER OF THE MOST SOUTHERLY
 LE0480'BUILDING ON THE CAMPUS.  IT IS ABOUT 75 FEET N OF EAST RANDOLPH
 LE0480'STREET AND ON THE EXTENSION OF THE E SIDEWALK OF SOUTH HIGH
 LE0480'STREET, WHICH IS ABOUT MIDWAY BETWEEN SOUTH MULANIX AVENUE AND
 LE0480'SOUTH MARION STREET.
 LE0480
 LE0480                          STATION RECOVERY (1974)
 LE0480
 LE0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 LE0480'RECOVERED AS DESCRIBED.
 LE0480'
 LE0480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KIRKSVILLE.
 LE0480
 LE0480                          STATION RECOVERY (1978)
 LE0480
 LE0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 LE0480'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LE0480'
 LE0480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KIRKSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1602 ***********************************************************************
 JC1602  DESIGNATION -  KLEINSCHMIDT
 JC1602  PID         -  JC1602
 JC1602  STATE/COUNTY-  MO/ST LOUIS
 JC1602  USGS QUAD   -  WEBSTER GROVES (1993)
 JC1602
 JC1602                         *CURRENT SURVEY CONTROL
 JC1602  ___________________________________________________________________
 JC1602* NAD 83(1997)-  38 30 19.92274(N)    090 19 30.14008(W)     ADJUSTED  
 JC1602* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 JC1602  ___________________________________________________________________
 JC1602  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JC1602  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JC1602
 JC1602  HORZ ORDER  -  FIRST
 JC1602
 JC1602.The horizontal coordinates were established by classical geodetic methods
 JC1602.and adjusted by the National Geodetic Survey in February 2000..
 JC1602
 JC1602.The orthometric height was scaled from a topographic map.
 JC1602
 JC1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1602
 JC1602.The geoid height was determined by GEOID03.
 JC1602
 JC1602;                    North         East     Units Scale Factor Converg.
 JC1602;SPC MO E     -   296,557.918   265,260.160   MT  0.99993620   +0 06 32.1
 JC1602;SPC IL W     -   204,093.357   686,186.617   MT  0.99994353   -0 05 55.0
 JC1602;SPC IL W     -   669,596.29  2,251,263.93   sFT  0.99994353   -0 05 55.0
 JC1602;UTM  15      - 4,265,298.829   733,252.306   MT  1.00027006   +1 39 58.2
 JC1602
 JC1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1602!SPC MO E     -   0.99997442  x   0.99993620  =   0.99991062
 JC1602!SPC IL W     -   0.99997442  x   0.99994353  =   0.99991795
 JC1602!UTM  15      -   0.99997442  x   1.00027006  =   1.00024447
 JC1602
 JC1602:                Primary Azimuth Mark                     Grid Az
 JC1602:SPC MO E     -  KLEINSCHMIDT AZ MK                       020 34 58.4
 JC1602:SPC IL W     -  KLEINSCHMIDT AZ MK                       020 47 25.5
 JC1602:UTM  15      -  KLEINSCHMIDT AZ MK                       019 01 32.3
 JC1602
 JC1602|---------------------------------------------------------------------|
 JC1602| PID    Reference Object                     Distance      Geod. Az  |
 JC1602|                                                           dddmmss.s |
 JC1602| CI4009 KLEINSCHMIDT AZ MK                                 0204130.5 |
 JC1602| JC1597 ST LOUIS CONTL LIFE INS BCN         APPROX.16.8 KM 0283402.4 |
 JC1602| JC1596 ST LOUIS ST JOHNS CHURCH            APPROX.17.1 KM 0322124.4 |
 JC1602| JC1592 ST LOUIS SECOND PRESB CHURCH        APPROX.17.6 KM 0364649.7 |
 JC1602| JC1593 ST LOUIS FIRST PRESBYTERIAN CH      APPROX.17.7 KM 0375212.8 |
 JC1602| JC1601 KLEINSCHMIDT 2 RESET                  3.857 METERS 03915     |
 JC1602| JC1598 ST LOUIS COURTHOUSE                 APPROX.17.8 KM 0413141.5 |
 JC1602| JC1584 ST LOUIS ST FRANCIS CHURCH          APPROX.11.1 KM 0415423.6 |
 JC1602| JC1586 ST LOUIS SACRED HEART CONVENT       APPROX.11.2 KM 0432441.8 |
 JC1602| JC1589 ST LOUIS INTL SHOE CO STACK         APPROX.13.4 KM 0445845.7 |
 JC1602| JC1588 ST LOUIS MARINE HOSPITAL            APPROX.12.9 KM 0452039.9 |
 JC1602| JC1650 US VETERANS HOSPITAL TANK           APPROX. 4.1 KM 1073603.2 |
 JC1602| JC1651 WHITE HOUSE WATER TOWER             APPROX. 9.2 KM 1730740.9 |
 JC1602| CI4010 KLEINSCHMIDT RM 2                    27.030 METERS 31431     |
 JC1602|---------------------------------------------------------------------|
 JC1602
 JC1602                          SUPERSEDED SURVEY CONTROL
 JC1602
 JC1602  NAD 83(1997)-  38 30 19.92352(N)    090 19 30.14017(W) AD(       ) 1
 JC1602  NAD 83(1986)-  38 30 19.93951(N)    090 19 30.13666(W) AD(       ) 1
 JC1602  NAD 27      -  38 30 19.75000(N)    090 19 29.71700(W) AD(       ) 1
 JC1602
 JC1602.Superseded values are not recommended for survey control.
 JC1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1602.See file dsdata.txt to determine how the superseded data were derived.
 JC1602
 JC1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3325265299(NAD 83)
 JC1602_MARKER: V = STONE MONUMENT
 JC1602_SETTING: 0 = UNSPECIFIED SETTING
 JC1602
 JC1602  HISTORY     - Date     Condition        Report By
 JC1602  HISTORY     - 1871     MONUMENTED       CGS
 JC1602  HISTORY     - 1937     GOOD             CGS
 JC1602  HISTORY     - 19940511 MARK NOT FOUND   USPSQD
 JC1602
 JC1602                          STATION DESCRIPTION
 JC1602
 JC1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (REH)
 JC1602'IN T. 44 N., R. 6 E., IN TOWN OF MEHLVILLE, ABOUT 12 MILES SOUTH
 JC1602'OF FREE BRIDGE IN ST. LOUIS, IN NORTHEAST CORNER OF INTERSECTION
 JC1602'OF LEMAR FERRY ROAD (UNITED STATES HIGHWAYS 61 AND 67) AND
 JC1602'SAPPINGTON BARRACKS ROAD (STATE HIGHWAY 77), ON LAND BELONGING
 JC1602'IN 1931 TO H.H. WIETHOP, IN CULTIVATED FIELD, ON RANGE WITH WEST
 JC1602'EDGE OF SIDEWALK LEADING TO MC ENTEES MAIL BOX ON NORTH SIDE OF
 JC1602'ROAD, 34.5 METERS (113 FEET) FROM SOUTHEAST CORNER OF STUCCO GARAGE
 JC1602'IN NORTHEAST CORNER OF ROAD INTERSECTION, 27.2 METERS (89 FEET)
 JC1602'FROM PEAR TREE THAT STANDS BACK OF GARAGE, AND ABOUT 2.5 METERS
 JC1602'(8 FEET) SOUTH OF EAST PROLONGATION OF SOUTH WALL OF GARAGE.
 JC1602'MARKED BY 10-INCH STONE PYRAMID WITH THE LETTERS U.S.C.S. ON
 JC1602'ITS SOUTH FACE, AND ABOUT 2 FEET BELOW SURFACE OF GROUND.  THIS
 JC1602'MARK WILL BE DESTROYED IN SHORT TIME, HENCE KLEINSCHMIDT 2
 JC1602'(1931) (SEE DESCRIPTION THEREOF) WAS ESTABLISHED 3.856
 JC1602'METERS (12.65 FEET) AWAY N 39 DEG 15 MIN E.
 JC1602
 JC1602                          STATION RECOVERY (1937)
 JC1602
 JC1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JC1602'IN THE NE CORNER OF THE INTERSECTION OF U.S. HIGHWAYS 61 AND 67
 JC1602'AND THE SAPPINGTON BARRACKS ROAD (CONTINUATION OF THE BYPASS ROAD)
 JC1602'ON IDLE LAND BELONGING TO H.H. WIETHOP.  ON RANGE WITH THE W EDGE
 JC1602'OF THE WALK LEADING OUT FROM MR. MC ENTEES RESIDENCE TO THE ROAD
 JC1602'AND 60.3 FEET NORTHWARD FROM THE N END OF THE WALK, 113 FEET
 JC1602'EASTWARD FROM THE SE CORNER OF THE STUCCO GARAGE.  IN THE NE
 JC1602'CORNER OF THE ROAD INTERSECTION, 8 FEET S OF THE E PROLONGATION OF
 JC1602'THE S WALL OF THE GARAGE, AND 12.65 FEET S 39 DEG 15 MIN W
 JC1602'FROM STATION KLEINSCHMIDT 2, ESTABLISHED IN 1931.
 JC1602'
 JC1602'THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID 24 INCHES BELOW
 JC1602'THE SURFACE.
 JC1602'
 JC1602'NOTE- IN 1931 A SURVEY HAD BEEN MADE TO EXTEND THE BYPASS ROAD TO
 JC1602'THE EASTWARD.  THE SURVEY PLACED THE STATION IN THE ROAD
 JC1602'RIGHT-OF-WAY.  THE BYPASS HAS NOT BEEN EXTENDED E OF HIGHWAYS 61
 JC1602'AND 67, THEREFORE, THE OLD UNDERGROUND MARK HAS NOT BEEN
 JC1602'DISTURBED.  HOWEVER, THE BYPASS ROAD WILL BE EXTENDED AT SOME
 JC1602'FUTURE DATE.
 JC1602
 JC1602                          STATION RECOVERY (1994)
 JC1602
 JC1602'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC1602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1603 ***********************************************************************
 JC1603  DESIGNATION -  KLEINSCHMIDT 2 AZ MK
 JC1603  PID         -  JC1603
 JC1603  STATE/COUNTY-  MO/ST LOUIS
 JC1603  USGS QUAD   -  WEBSTER GROVES (1993)
 JC1603
 JC1603                         *CURRENT SURVEY CONTROL
 JC1603  ___________________________________________________________________
 JC1603* NAD 83(1997)-  38 30 10.62428(N)    090 19 16.70102(W)     ADJUSTED  
 JC1603* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 JC1603  ___________________________________________________________________
 JC1603  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 JC1603  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JC1603
 JC1603  HORZ ORDER  -  THIRD
 JC1603
 JC1603.The horizontal coordinates were established by classical geodetic methods
 JC1603.and adjusted by the National Geodetic Survey in February 2000..
 JC1603.No horizontal observational check was made to the station.
 JC1603
 JC1603.The orthometric height was scaled from a topographic map.
 JC1603
 JC1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1603
 JC1603.The geoid height was determined by GEOID03.
 JC1603
 JC1603;                    North         East     Units Scale Factor Converg.
 JC1603;SPC MO E     -   296,271.845   265,586.317   MT  0.99993632   +0 06 40.5
 JC1603;SPC IL W     -   203,806.102   686,511.737   MT  0.99994342   -0 05 46.6
 JC1603;SPC IL W     -   668,653.85  2,252,330.59   sFT  0.99994342   -0 05 46.6
 JC1603;UTM  15      - 4,265,021.631   733,586.228   MT  1.00027198   +1 40 06.2
 JC1603
 JC1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1603!SPC MO E     -   0.99997567  x   0.99993632  =   0.99991199
 JC1603!SPC IL W     -   0.99997567  x   0.99994342  =   0.99991909
 JC1603!UTM  15      -   0.99997567  x   1.00027198  =   1.00024765
 JC1603
 JC1603                          SUPERSEDED SURVEY CONTROL
 JC1603
 JC1603  NAD 83(1997)-  38 30 10.62506(N)    090 19 16.70111(W) AD(       ) 3
 JC1603  NAD 83(1986)-  38 30 10.64106(N)    090 19 16.69759(W) AD(       ) 3
 JC1603  NAD 27      -  38 30 10.45161(N)    090 19 16.27797(W) AD(       ) 3
 JC1603
 JC1603.Superseded values are not recommended for survey control.
 JC1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1603.See file dsdata.txt to determine how the superseded data were derived.
 JC1603
 JC1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3358665022(NAD 83)
 JC1603_MARKER: DZ = AZIMUTH MARK DISK
 JC1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JC1603
 JC1603  HISTORY     - Date     Condition        Report By
 JC1603  HISTORY     - 1980     MONUMENTED       NGS
 JC1603  HISTORY     - 19940511 GOOD             USPSQD
 JC1603
 JC1603                          STATION DESCRIPTION
 JC1603
 JC1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JC1603'THE STATION IS LOCATED IN MEHVILLE, A SUBURB AT THE SOUTHWEST SIDE OF
 JC1603'ST LOUIS, AND AT THE JUNCTION OF LINDBERG AVENUE AND BARRACKVIEW ROAD.
 JC1603'
 JC1603'TO REACH THE STATION FROM THE JUNCTION OF LEMAY FERRY ROAD AND
 JC1603'LINDBERG AVENUE, GO SOUTHEAST ON LINDBERG AVENUE FOR 0.3 MILE TO THE
 JC1603'JUNCTION WITH BARRACKVIEW ROAD AND THE MARK AT THE SOUTHWEST CORNER OF
 JC1603'THE INTERSECTION.
 JC1603'
 JC1603'THE MARK IS A STANDARD DISK, STAMPED---KLEINSCHMIDT 2 1931 1980---
 JC1603'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 40 FEET
 JC1603'SOUTHWEST OF A ONE-WAY STREET, THE OFF-RAMP OF INTERSTATE HIGHWAY 270,
 JC1603'35.0 FEET SOUTHEAST OF A ONE-WAY CROSS STREET AND 1.5 FEET EAST OF A
 JC1603'WITNESS POST.  REBAR WAS PLACED IN THE MONUMENT.
 JC1603'
 JC1603'AN ELECTRONIC TRAVERSE TIE WAS MADE FROM STATION KLEINSCHMIDT 2.
 JC1603
 JC1603                          STATION RECOVERY (1994)
 JC1603
 JC1603'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC1603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1601 ***********************************************************************
 JC1601  DESIGNATION -  KLEINSCHMIDT 2 RESET
 JC1601  PID         -  JC1601
 JC1601  STATE/COUNTY-  MO/ST LOUIS
 JC1601  USGS QUAD   -  WEBSTER GROVES (1993)
 JC1601
 JC1601                         *CURRENT SURVEY CONTROL
 JC1601  ___________________________________________________________________
 JC1601* NAD 83(1997)-  38 30 20.01960(N)    090 19 30.03938(W)     ADJUSTED  
 JC1601* NAVD 88     -       191.8    (meters)     629.     (feet)  GPS OBS   
 JC1601  ___________________________________________________________________
 JC1601  X           -     -28,349.986 (meters)                     COMP
 JC1601  Y           -  -4,997,730.600 (meters)                     COMP
 JC1601  Z           -   3,949,612.708 (meters)                     COMP
 JC1601  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JC1601  ELLIP HEIGHT-         160.98  (meters)          (02/17/00) GPS OBS
 JC1601  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JC1601
 JC1601  HORZ ORDER  -  SECOND
 JC1601  ELLP ORDER  -  FOURTH    CLASS I
 JC1601
 JC1601.The horizontal coordinates were established by classical geodetic methods
 JC1601.and adjusted by the National Geodetic Survey in February 2000..
 JC1601
 JC1601.The orthometric height was determined by GPS observations and a
 JC1601.high-resolution geoid model.
 JC1601
 JC1601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1601
 JC1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1601
 JC1601.The ellipsoidal height was determined by GPS observations
 JC1601.and is referenced to NAD 83.
 JC1601
 JC1601.The geoid height was determined by GEOID03.
 JC1601
 JC1601;                    North         East     Units Scale Factor Converg.
 JC1601;SPC MO E     -   296,560.910   265,262.594   MT  0.99993620   +0 06 32.2
 JC1601;SPC IL W     -   204,096.339   686,189.062   MT  0.99994352   -0 05 54.9
 JC1601;SPC IL W     -   669,606.07  2,251,271.95   sFT  0.99994352   -0 05 54.9
 JC1601;UTM  15      - 4,265,301.886   733,254.659   MT  1.00027007   +1 39 58.2
 JC1601
 JC1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1601!SPC MO E     -   0.99997474  x   0.99993620  =   0.99991094
 JC1601!SPC IL W     -   0.99997474  x   0.99994352  =   0.99991826
 JC1601!UTM  15      -   0.99997474  x   1.00027007  =   1.00024481
 JC1601
 JC1601|---------------------------------------------------------------------|
 JC1601| PID    Reference Object                     Distance      Geod. Az  |
 JC1601|                                                           dddmmss.s |
 JC1601| CI4011 KLEINSCHMIDT 2 RM 1                  19.402 METERS 10627     |
 JC1601| JC1650 US VETERANS HOSPITAL TANK           APPROX. 4.1 KM 1073904.1 |
 JC1601| JC1603 KLEINSCHMIDT 2 AZ MK                434.026 METERS 1315218.8 |
 JC1601| CI4012 KLEINSCHMIDT 2 RM 3                  27.424 METERS 31212     |
 JC1601| CI4013 KLEINSCHMIDT 2 RM 4                  15.687 METERS 32457     |
 JC1601|---------------------------------------------------------------------|
 JC1601
 JC1601                          SUPERSEDED SURVEY CONTROL
 JC1601
 JC1601  NAD 83(1997)-  38 30 20.02038(N)    090 19 30.03947(W) AD(       ) 2
 JC1601  NAD 83(1986)-  38 30 20.03636(N)    090 19 30.03597(W) AD(       ) 2
 JC1601  NAD 27      -  38 30 19.84700(N)    090 19 29.61600(W) AD(       ) 2
 JC1601
 JC1601.Superseded values are not recommended for survey control.
 JC1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1601.See file dsdata.txt to determine how the superseded data were derived.
 JC1601
 JC1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3325565302(NAD 83)
 JC1601_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1601_STAMPING: KLEINSCHMIDT 2 1931
 JC1601_MARK LOGO: CGS   
 JC1601_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JC1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1601+STABILITY: SURFACE MOTION
 JC1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1601+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1990
 JC1601
 JC1601  HISTORY     - Date     Condition        Report By
 JC1601  HISTORY     - 1931     MONUMENTED       CGS
 JC1601  HISTORY     - 1937     GOOD             CGS
 JC1601  HISTORY     - 1947     GOOD             CGS
 JC1601  HISTORY     - 1966     GOOD             MOHC
 JC1601  HISTORY     - 1970     POOR             NGS
 JC1601  HISTORY     - 1972     GOOD             NGS
 JC1601  HISTORY     - 1980     GOOD             NGS
 JC1601  HISTORY     - 1982     GOOD             LOCENG
 JC1601  HISTORY     - 19900401 GOOD             MODNR
 JC1601  HISTORY     - 19940511 MARK NOT FOUND   USPSQD
 JC1601
 JC1601                          STATION DESCRIPTION
 JC1601
 JC1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 JC1601'IN T. 44 N., R. 6 E., IN TOWN OF MEHLVILLE, ABOUT 12 MILES SOUTH
 JC1601'OF FREE BRIDGE IN ST. LOUIS, IN NORTHEAST CORNER OF INTERSECTION OF
 JC1601'LEMAR FERRY ROAD (UNITED STATES HIGHWAYS 61 AND 67) AND SAPPINGTON
 JC1601'BARRACKS ROAD (STATE HIGHWAY 77), ON LAND BELONGING IN 1931 TO
 JC1601'H.H.  WIETHOP AND RENTED BY L.G. WERNER, IN CULTIVATED FIELD, ON
 JC1601'RANGE WITH WEST EDGE OF SIDEWALK LEADING IN TO MR. MC ENTEES
 JC1601'HOUSE ON SOUTH SIDE OF SAPPINGTON BARRACKS ROAD, 22.1 METERS
 JC1601'(73 FEET) NORTH OF NORTH END OF SIDEWALK, 13.3 METERS (44
 JC1601'FEET) FROM TREE AT MR. MC ENTEES MAIL BOX ON NORTH SIDE OF ROAD,
 JC1601'34.8 METERS (114 FEET) FROM SOUTHEAST CORNER OF STUCCO GARAGE THAT
 JC1601'SETS IN NORTHEAST CORNER OF ROAD INTERSECTION, 27.3 METERS (90
 JC1601'FEET) FROM PEAR TREE THAT STANDS BACK OF GARAGE, AND 2.5
 JC1601'METERS (8 FEET) NORTH OF EAST PROLONGATION OF SOUTH WALL OF
 JC1601'GARAGE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 JC1601'MARKS IN CONCRETE.  REFERENCE MARK
 JC1601'(NO. 2) IS STANDARD REFERENCE DISK IN CONCRETE
 JC1601'AT WEST FENCE LINE, NEAR LARGE TREE, ABOUT 20 FEET EAST OF
 JC1601'STUCCO GARAGE, 15 METERS (49 FEET) NORTH OF SAPPINGTON
 JC1601'BARRACKS ROAD, AND 27.029 METERS (88.68 FEET) FROM STATION
 JC1601'N 53 DEG 40 MIN W.  STATION KLEINSCHMIDT (SEE
 JC1601'DESCRIPTION THEREOF) IS 3.856 METERS (12.65 FEET) FROM STATION
 JC1601'S 39 DEG 15 MIN W.
 JC1601
 JC1601                          STATION RECOVERY (1937)
 JC1601
 JC1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JC1601'MARKS RECOVERED IN GOOD CONDITION.  IN THE TOWN OF MEHLVILLE, IN
 JC1601'THE NE CORNER OF THE INTERSECTION OF HIGHWAYS 61 AND 67 AND THE
 JC1601'BYPASS ROAD 70, ON LAND BELONGING TO H.H. WIETHOP.  ON RANGE WITH
 JC1601'THE W EDGE OF THE CEMENT WALK LEADING OUT TO THE ROAD FROM THE
 JC1601'MR. MC ENTEE HOUSE, WHICH IS ON THE S SIDE OF THE ROAD, 73 FEET
 JC1601'NORTHWARD FROM THE N END OF THE WALK, 114 FEET FROM THE SE
 JC1601'CORNER OF THE STUCCO GARAGE.
 JC1601'
 JC1601'SURFACE MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF CONCRETE,
 JC1601'12 INCHES SQUARE AND LEVEL WITH THE SURFACE.
 JC1601'
 JC1601'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE, 30 INCHES BELOW
 JC1601'THE SURFACE.
 JC1601'
 JC1601'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE
 JC1601'12 INCHES SQUARE, PROJECTING 4 INCHES ABOVE THE GROUND, 49
 JC1601'FEET N FROM THE CENTER LINE OF HIGHWAY 70, 25 FEET E OF THE STUCCO
 JC1601'GARAGE, 88.681 FEET FROM THE STATION, N 53 DEG 40 MIN W.
 JC1601'
 JC1601'KLEINSCHMIDT IS 12.65 FEET S 39 DEG 15 MIN W.
 JC1601
 JC1601                          STATION RECOVERY (1947)
 JC1601
 JC1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JC1601'THE STATION WAS FOUND AS DESCRIBED WITH ALL MARKS IN GOOD
 JC1601'CONDITION.  THE STATION AND UNDERGROUND MARK WERE LOWERED AND
 JC1601'REFERENCE MARKS CHANGED AND A COMPLETE NEW DESCRIPTION FOLLOWS.
 JC1601'
 JC1601'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE AS DESCRIBED.
 JC1601'NO AZIMUTH MARK WAS ESTABLISHED AS
 JC1601'INTERSECTION STATION U.S. VETERANS HOSPITAL, ST. LOUIS, WATER TANK
 JC1601'IS VISIBLE FROM THE GROUND.
 JC1601'
 JC1601'THE STATION IS LOCATED IN THE TOWN OF MEHLVILLE, ABOUT 12 MILES
 JC1601'SOUTH OF THE FREE BRIDGE IN ST. LOUIS, IN THE EAST CORNER OF THE
 JC1601'INTERSECTION OF LEMAY FERRY ROAD (UNITED STATES HIGHWAYS 61 AND
 JC1601'67) AND SAPPINGTON BARRACKS ROAD (UNITED STATES HIGHWAY 77), ON
 JC1601'THE RIGHT-OF-WAY OF SAPPINGTON BARRACKS ROAD.  IT IS
 JC1601'APPROXIMATELY 315 FEET SOUTHEAST FROM THE CENTER OF THE ROAD
 JC1601'INTERSECTION, 69.5 FEET NORTH OF THE CENTER OF THE ROAD AND
 JC1601'13.75 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE STATION
 JC1601'WILL BE APPROXIMATELY 1 FOOT BELOW THE SURFACE OF THE GROUND
 JC1601'WHEN A PROPOSED CUT IS MADE.
 JC1601'
 JC1601'REFERENCE MARK NO. 1 IS 63.66 FEET NORTHEAST OF THE STATION
 JC1601'ON THE HIGHWAY RIGHT-OF-WAY APPROXIMATELY 94 FEET FROM THE
 JC1601'CENTERLINE OF THE ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK
 JC1601'IS STAMPED KLEINSCHMIDT 2 NO. 1 1947.
 JC1601'
 JC1601'REFERENCE MARK NO. 3 IS 89.97 FEET NORTHWEST OF THE STATION, 22
 JC1601'FEET SOUTHEAST OF A WHITE STUCCO GARAGE BUILDING AND 12 FEET
 JC1601'NORTHEAST OF A LINE PROJECTING THE FACE OF THE BUILDING THAT
 JC1601'PARALLELS SAPPINGTON BARRACKS ROAD.  THE MARK PROJECTS 3 INCHES
 JC1601'AND THE DISK IS STAMPED KLEINSCHMIDT 2 NO 3 1947.
 JC1601
 JC1601                          STATION RECOVERY (1966)
 JC1601
 JC1601'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1966 (EAM)
 JC1601'KLEINSCHMIDT 2 RM 1-GOOD CONDITION
 JC1601'
 JC1601'KLEINSCHMIDT 2-POOR CONDITION (SEE FOOTNOTE).
 JC1601'
 JC1601'RM 6-DESTROYED BY CONSTRUCTION OF FIRE STATION.
 JC1601'
 JC1601'STA WAS PROTRUDING APPX 2.5 FT. ABOVE THE GROUND.  WE
 JC1601'SUSPECT THAT ITS POSITION IS NOW IN ERROR, AS NO UNDERGROUND
 JC1601'MARK WAS EVIDENT.  THIS WAS SEARCHED FOR WITH A 6 FT LONG
 JC1601'PROBE ROD.  DIST FROM RM 1 WAS 61.20 AND NOT IN LINE OF
 JC1601'DIRECTION ARROW.  THIS REFERS TO KLEINSCHMIDT 2.
 JC1601
 JC1601                          STATION RECOVERY (1970)
 JC1601
 JC1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JC1601'THE STATION MARK WAS RECOVERED AND THE MARK WAS FOUND
 JC1601'PROTRUDING ABOUT 2 FEET ABOVE THE GROUND.  THE DISK HAS
 JC1601'BEEN TAMPERED WITH AND THE TRIANGLE ON THE STEM STILL REMAINS.
 JC1601'THE STATION MARK SHOULD BE LOWERED AND THE UNDERGROUND MARK
 JC1601'CHECKED BUT THE PROPERTY OWNER WOULD NOT GIVE PERMISSION.
 JC1601'ALL TIES ARE GONE SO THE POSITION OF THE STATION COULD NOT
 JC1601'BE VERIFIED.  A REPORT WAS RECEIVED FROM THE MISSOURI HIGHWAY
 JC1601'DEPARTMENT STATED THE DISTANCE TO REFERENCE MARK NO. 1 WAS
 JC1601'FOUND IN ERROR AND THE DISTANCE WAS 61.20 FEET INSTEAD OF 63.66
 JC1601'FEET WHICH WAS NOTED IN THE 1947 RECOVERY NOTE, THIS DISTANCE
 JC1601'WAS NOT VERIFIED DUE TO PARKED CARS IN THE AREA.  REFERENCE
 JC1601'MARK NO. 1 IS NOW IN A PARKING AREA AND SURROUNDED BY AN ASPHALT
 JC1601'BASE AND THE MARK APPEARED TILTED AND THE CONCRETE WAS
 JC1601'BATTERED AND THE ARROW POINTS SOUTH OF THE STATION MARK,
 JC1601'THIS MARK COULD OF BEEN RESET DURING CONSTRUCTION FOR
 JC1601'THE PARKING AREA.  REFERENCE MARK NO. 3 WAS DESTROYED WHEN A
 JC1601'NEW FIRE STATION WAS BUILT.
 JC1601'
 JC1601'REFERENCE MARK NO. 4 WAS SET BUT DIRECTION TO MARK WAS NOT
 JC1601'OBSERVED.
 JC1601'
 JC1601'THE STATION IS LOCATED IN THE TOWN OF MEHLVILLE, IN THE
 JC1601'EAST CORNER OF THE INTERSECTION OF LEMAY FERRY ROAD AND
 JC1601'U.S. HIGHWAYS 61 AND 67 AND ON THE NORTH SIDE OF BYPASS U.S.
 JC1601'HIGHWAY 50, 52.9 FEET SOUTHEAST OF THE CORNER OF FIRE STATION
 JC1601'NO. 1 (THIS CORNER IS JUST EAST OF THE ROBERT J. MANLEY PLAGUE),
 JC1601'43.5 FEET NORTH OF THE NORTH EDGE OF THE CURB ON THE NORTH
 JC1601'SIDE OF BYPASS U.S. HIGHWAY 50, AND 33.4 FEET SOUTHWEST
 JC1601'OF THE SOUTHEAST CORNER OF LILLYS BAR, AND THE OLD CONCRETE
 JC1601'POST IS PAINTED WHITE.
 JC1601'
 JC1601'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 60.5
 JC1601'FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE BLOCK BUILDING,
 JC1601'40.5 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF LILLYS
 JC1601'BAR, AND IS FLUSH WITH THE ASPHALT PARKING AREA.
 JC1601'
 JC1601'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED KLEINSCHMIDT
 JC1601'1931 NO. 4 1970, IS CEMENTED IN A DRILL HOLE IN THE TOP OF
 JC1601'THE NORTHEAST CORNER OF A CONCRETE FOUNDATION FOR A SQUARE
 JC1601'MANHOLE COVER.  IT IS 47.85 FEET, 14.585 METERS WEST OF THE
 JC1601'STATION, 29.5 FEET SOUTH OF THE DOOR LEADING TO OFFICE AT
 JC1601'THE SOUTH SIDE OF FIRE STATION NO. 1, AND 3.25 FEET EAST OF THE
 JC1601'EAST EDGE OF A CURB.
 JC1601'
 JC1601'NOTE- THIS STATION SHOULD BE USED WITH CAUTION UNTIL THE
 JC1601'UNDERGROUND STATION MARK IS INVESTIGATED.  THIS STATION
 JC1601'WILL BE INVESTIGATED AGAIN AT A LATER DATE.
 JC1601
 JC1601                          STATION RECOVERY (1972)
 JC1601
 JC1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JC1601'THE SURFACE AND SUB-SURFACE STATION MARKS AND REFERENCE MARK
 JC1601'1 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE
 JC1601'STATION MARK IS CHIPPED ON ITS TOP SOUTH SIDE AND THIS WAS
 JC1601'DONE WHILE SEARCHING FOR THE MARK THIS DATE OF RECOVERY.
 JC1601'REFERENCE MARK 4 THAT WAS SET IN 1970 WAS FOUND IN GOOD
 JC1601'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED THE
 JC1601'1947 MEASUREMENT.  FOLLOWING IS A NEW COMPLETE DESCRIPTION-
 JC1601'
 JC1601'THE STATION IS LOCATED IN THE TOWN OF MEHVILLE, IN THE
 JC1601'EAST CORNER OF THE INTERSECTION OF LEMAY FERRY ROAD AND U.S.
 JC1601'HIGHWAYS 61 AND 67 AND ON THE NORTH RIGHT-OF-WAY OF BYPASS
 JC1601'U.S. HIGHWAY 50, 51 FEET SOUTH-SOUTHEAST OF A FLAG STAFF AT THE
 JC1601'SOUTH SIDE OF FIRE STATION NO. 1, 50.5 FEET EAST-SOUTHEAST
 JC1601'OF A WATER HYDRANT, 48.8 FEET SOUTH OF THE SOUTHEAST CORNER
 JC1601'OF THE FIRE STATION, 45.9 FEET SOUTHWEST OF THE SOUTHEAST
 JC1601'CORNER OF LILYS BAR, 41.5 FEET WEST-NORTHWEST OF THE CENTER
 JC1601'OF THE DRIVEWAY TO LILYS BAR AND 2.6 FEET EAST OF A METAL
 JC1601'WITNESS POST.  THE SURFACE STATION MARK DISK IS SET IN THE
 JC1601'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 16 INCHES
 JC1601'BELOW THE GROUND SURFACE.  THE UNDERGROUND STATION MARK DISK IS
 JC1601'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 JC1601'BELOW THE GROUND SURFACE.  THE TOP STATION DISK IS
 JC1601'STAMPED KLEINSCHMIDT 2 1931, THE STAMPING ON THE UNDERGROUND
 JC1601'DISK WAS NOT INSPECTED.
 JC1601'
 JC1601'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KLEINSCHMIDT
 JC1601'2 NO 1 1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 JC1601'THAT IS FLUSH WITH THE ASPHALT PARKING AREA.  IT IS 62.3
 JC1601'FEET SOUTH-SOUTHWEST OF THE SOUTH PLANE OF A CONCRETE BLOCK
 JC1601'BUILDING, 44.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JC1601'LILYS BAR AND 7 FEET SOUTHWEST OF A TWIN TRUNK TREE.
 JC1601'
 JC1601'REFERENCE MARK 4 IS A STANDARD DISK STAMPED KLEINSCHMIDT
 JC1601'1931 NO 4 1970, CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 JC1601'NORTHEAST CORNER OF A CONCRETE FOUNDATION FOR A SQUARE MANHOLE
 JC1601'COVER.  IT IS 33.9 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE FIRE
 JC1601'STATION, 26.5 FEET SOUTH OF ROBERT J. MANLEY PLAGUE THAT IS CEMENTED
 JC1601'IN THE SOUTH FACE BRICK WALL OF THE FIRE STATION AND 3.2
 JC1601'FEET EAST-SOUTHEAST OF A CONCRETE CURB.  THE ARROW ON THIS
 JC1601'MARK IS POINTING TO THE NORTH OF THE STATION MARK.
 JC1601'
 JC1601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT MEHLVILLE.
 JC1601
 JC1601                          STATION RECOVERY (1980)
 JC1601
 JC1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JC1601'THE SUBSURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 4
 JC1601'WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  THE
 JC1601'DISTANCES TO THE REFERENCE MARKS AGREED WITH 1972 DATA.  THE ANGLE
 JC1601'BETWEEN THE MARKS WAS 40 SECONDS LARGER THAN 1972 DATA.  AN AZIMUTH
 JC1601'MARK WAS ESTABLISHED AND A POLARIS OBSERVATION TAKEN.  A NEW
 JC1601'DESCRIPTION FOLLOWS.
 JC1601'
 JC1601'THE STATION IS LOCATED IN MEHVILLE, IN THE EAST ANGLE OF THE
 JC1601'INTERSECTION OF LEMAY FERRY ROAD AND LINDBERG AVENUE, WHICH ARE ALSO
 JC1601'U.S. HIGHWAYS 61, 67 AND U.S. HIGHWAY 50, AND ON PROPERTY THAT IS
 JC1601'PRESENTLY UNDER THE ADMINISTRATION OF THE COUNTY, PATRICK FIANDAOA,
 JC1601'PUBLIC ADMINISTRATOR.  HIS OFFICE IS AT THE COUNTY GOVERNMENT CENTER,
 JC1601'CLAYTON, MISSOURI 63105, TELEPHONE 314-889 2663.  THE PROPERTY IS
 JC1601'OCCUPIED BY THE REAL OFFICE SUPPLY COMPANY AND IS ADJACENT TO FIRE
 JC1601'STATION NUMBER 1.
 JC1601'
 JC1601'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON LINDBERG
 JC1601'AVENUE FOR 0.25 MILE TO THE JUNCTION WITH BARRACKVIEW ROAD AND THE
 JC1601'MARK AT THE SOUTHWEST CORNER OF THE INTERSECTION.
 JC1601'
 JC1601'SUB-SURFACE STATION MARK IS A STANDARD DISK, STAMPED---KLEINSCHMIDT 2
 JC1601'1931---SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 16 INCHES
 JC1601'BELOW THE GROUND SURFACE.  IT IS 51.0 FEET SOUTH-SOUTHEAST OF THE FLAG
 JC1601'STAFF OF THE FIRE STATION, 48.8 FEET SOUTH OF THE SOUTHEAST CORNER OF
 JC1601'THE FIRE STATION, 45.9 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 JC1601'REAL OFFICE SUPPLY, 41.5 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 JC1601'DRIVE TO THE OFFICE SUPPLY AND 2.6 FEET EAST OF A WITNESS POST.  THE
 JC1601'UNDERGROUND MARK WAS NOT INSPECTED.  REBAR WAS DRIVEN ALONGSIDE THE
 JC1601'SUB-SURFACE MARK.
 JC1601'
 JC1601'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---KLEINSCHMIDT 2 NO 1
 JC1601'1947---SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH
 JC1601'THE SURFACE OF THE PARKING LOT FOR THE OFFICE SUPPLY.  IT IS 62.3 FEET
 JC1601'SOUTH-SOUTHWEST OF A CONCRETE BLOCK CONSTRUCTED APARTMENT BUILDING
 JC1601'AND 44.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE REAL OFFICE
 JC1601'SUPPLY.
 JC1601'
 JC1601'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---KLEINSCHMIDT 2 1931 NO
 JC1601'4 1970---CEMENTED IN A DRILLED HOLE IN THE NORTHEAST CORNER OF A
 JC1601'CONCRETE FOUNDATION FOR A SQUARE MANHOLE COVER AND IS FLUSH.  IT IS
 JC1601'33.9 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE FIRE STATION, 26.5
 JC1601'FEET OF A PLAQUE FOR ROBERT J. MANLEY THAT IS IN THE SOUTH FACE OF THE
 JC1601'FIRE STATION AND 3.2 FEET EAST-SOUTHEAST OF A CONCRETE CURB.
 JC1601'
 JC1601'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---KLEINSCHMIDT 2 1931
 JC1601'1980---SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 JC1601'40.0 FEET SOUTHWEST OF THE CENTERLINE OF A ONE-WAY STREET THAT IS AN
 JC1601'OFF-RAMP FOR INTERSTATE HIGHWAY 270, 35.0 FEET SOUTHEAST OF THE
 JC1601'CENTERLINE OF THE CROSS-STREET TO BARRACKVIEW ROAD AND 1.5 FEET EAST
 JC1601'OF A WITNESS POST.  REBAR WAS PLACED IN THE MARK.
 JC1601
 JC1601                          STATION RECOVERY (1982)
 JC1601
 JC1601'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (HB)
 JC1601'KLEINSCHMIDT 2 RECOVERED GOOD.
 JC1601'
 JC1601'STATION NOW 1.5 FEET DEEP UNDER ROCK BORDER OF GRAVEL LANDSCAPING
 JC1601'AREA.  PLACED WOOD STAKES AND SEVERAL ROCKS OVER STATION FOR
 JC1601'PROTECTION.
 JC1601'
 JC1601'(AZIMUTH MARK 1424 FEET TO SOUTH FOUND IN GOOD CONDITION).
 JC1601'
 JC1601'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOWN OF MENVILLE AT
 JC1601'INTERSECTION US 61-67 AND US 50.
 JC1601
 JC1601                          STATION RECOVERY (1990)
 JC1601
 JC1601'RECOVERY NOTE BY MO DEPT OF NAT RES 1990
 JC1601'STATION, AZIMUTH MARKS AND REFERENCE TIES THE SUBSURFACE STATION MARK,
 JC1601'REFERENCE MARK NO. 4 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION
 JC1601'AS DESCRIBED IN 1980 DATA BY J.A. ODUM.  THE STATION IS LOCATED IN
 JC1601'MEHVILLE, ON THE NE RIGHT-OF-WAY OF LINDBERG (US 61, 67, AND 50) JUST
 JC1601'SE OF ITS INTERSECTION WITH LEMAY FERRY ROAD.  THE SUBSURFACE STATION
 JC1601'MARK IS A STANDARD DISK STAMPED KLEINSCHMIDT 2 1931 SET IN A SQUARE
 JC1601'CONCRETE POST 14 IN BELOW THE SURFACE.  IT IS 51.0 FT (15.5 M) S-SE OF
 JC1601'THE FIRE STATION FLAG STAFF, 48.8 FT (14.9 M) SOUTH OF THE SE CORNER
 JC1601'FIRE STATION, 50.02 FT (15.25 M) SW OF A FIRE HYDRANT, 21.26 FT (6.48
 JC1601'M) EAST OF CUT ON CULVERT, 28.47 FT (8.68 M) NE OF B.O.C. OF LINDBERG,
 JC1601'26.39 FT  (8.04 M) NE OF CUT ON CULVERT AND 2.5 FT (0.8 M) SE OF A
 JC1601'WITNESS POST R.M. NO 4 IS N33 W 51.48 FT (15.69 M) REFERENCE MARK NO.
 JC1601'4 IS A STANDARD DISK, STAMPED--- KLEINSCHMIDT 2 1931 NO. 4 1960,
 JC1601'CEMENTED IN A DRILLED HOLE IN THE NE CORNER OF A CONCRETE FOUNDATION
 JC1601'FOR A SQUARE MANHOLE COVER AND IS FLUSH.  IT IS 33.9 FT (10.3 M) SW OF
 JC1601'THE SOUTH CORNER OF THE FIRE STATION, 26.5 FT (8.1 M) SW OF A PLAQUE
 JC1601'FOR ROBERT J. MANLEY THAT IS IN THE SOUTH FACE OF THE FIRE STATION AND
 JC1601'3.2 FT (1.0 M) E-SE OF A CONCRETE CURB. THE AZIMUTH MARK IS A STANDARD
 JC1601'DISK, STAMPED---KLEINSCHMIDT 2 1931 1980 SET IN THE TOP OF A ROUND
 JC1601'CONCRETE POST THAT IS FLUSH.  40.0 FT (12.2 M) SW OF THE CENTERLINE OF
 JC1601'A ONE-WAY STREET THAT IS AN OFF-RAMP FOR INTERSTATE HIGHWAY 270, 35.0
 JC1601'FT (10.7 M) SE OF THE CENTERLINE OF THE CROSS STREET TO BARRACKVIEW
 JC1601'ROAD AND 1.5 FT (0.5 M) EAST OF A WITNESS POST A REBAR WAS PLACED IN
 JC1601'THE MARK. STATION AND AZIMUTH MARK TO REACH TO REACH THE STATION FROM
 JC1601'THE INTERSECTION OF LEMAY FERRY ROAD AND LINDBERG (U.S. 50, 67, 61)
 JC1601'DRIVE SE ON LINDBERG 400 FT, TUR LEFT INTO ENTRANCE TO SHOPPING
 JC1601'CENTER, TURN AROUND AND DRIVE BACK NW ON LINDBERG 150 FT TO ENTRANCE
 JC1601'FOR DR. HOUGH, CHIROPRACTORS OFFICE, TURN RIGHT AND PARK.  THE STATION
 JC1601'IS 31.07 FT (9.47 M) NW OF THE DRIVE ON HIGHWAY RIGHT-OF-WAY. TO REACH
 JC1601'THE AZIMUTH MARK FROM THE STATION, GO SE ON LINDBERG AVENUE FOR 0.25
 JC1601'MILES (0.40 KM) TO THE JUNCTION WITH BARRACKVIEW ROAD AND THE MARK AT
 JC1601'THE SW CORNER OF THE INTERSECTION. DATE OF REPORT 06-06-1995
 JC1601
 JC1601                          STATION RECOVERY (1994)
 JC1601
 JC1601'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC1601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0735 ***********************************************************************
 GF0735  DESIGNATION -  KNIGHT
 GF0735  PID         -  GF0735
 GF0735  STATE/COUNTY-  MO/TANEY
 GF0735  USGS QUAD   -  PROTEM NE (1980)
 GF0735
 GF0735                         *CURRENT SURVEY CONTROL
 GF0735  ___________________________________________________________________
 GF0735* NAD 83(1997)-  36 42 11.25752(N)    092 46 52.14927(W)     ADJUSTED  
 GF0735* NAVD 88     -       441.72   (+/-2cm)    1449.2    (feet)  VERTCON   
 GF0735  ___________________________________________________________________
 GF0735  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 GF0735  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GF0735
 GF0735  HORZ ORDER  -  FIRST
 GF0735  VERT ORDER  -  THIRD ? (See Below)
 GF0735
 GF0735.The horizontal coordinates were established by classical geodetic methods
 GF0735.and adjusted by the National Geodetic Survey in February 2000..
 GF0735
 GF0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0735.The vertical order pertains to the NGVD 29 superseded value.
 GF0735
 GF0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0735
 GF0735.The geoid height was determined by GEOID03.
 GF0735
 GF0735;                    North         East     Units Scale Factor Converg.
 GF0735;SPC MO C     -    96,546.187   474,878.828   MT  0.99994111   -0 10 04.9
 GF0735;UTM  15      - 4,061,962.430   519,547.638   MT  0.99960471   +0 07 50.9
 GF0735
 GF0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0735!SPC MO C     -   0.99993516  x   0.99994111  =   0.99987627
 GF0735!UTM  15      -   0.99993516  x   0.99960471  =   0.99953989
 GF0735
 GF0735|---------------------------------------------------------------------|
 GF0735| PID    Reference Object                     Distance      Geod. Az  |
 GF0735|                                                           dddmmss.s |
 GF0735| CI1823 KNIGHT RM 1                          52.460 METERS 09756     |
 GF0735| CI1825 KNIGHT RM 3                          52.877 METERS 09845     |
 GF0735| CI1822 KNIGHT AZ MK                                       2012427.8 |
 GF0735| CI1824 KNIGHT RM 2                                        22741     |
 GF0735|---------------------------------------------------------------------|
 GF0735
 GF0735                          SUPERSEDED SURVEY CONTROL
 GF0735
 GF0735  NAD 83(1997)-  36 42 11.26032(N)    092 46 52.14716(W) AD(       ) 1
 GF0735  NAD 83(1986)-  36 42 11.26774(N)    092 46 52.14833(W) AD(       ) 1
 GF0735  NAD 27      -  36 42 11.05000(N)    092 46 51.53600(W) AD(       ) 1
 GF0735  NGVD 29 (07/19/86)  441.58   (m)         1448.8    (f) LEVELING    3  
 GF0735
 GF0735.Superseded values are not recommended for survey control.
 GF0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0735.See file dsdata.txt to determine how the superseded data were derived.
 GF0735
 GF0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA1954861962(NAD 83)
 GF0735_MARKER: DS = TRIANGULATION STATION DISK
 GF0735_SETTING: 0 = UNSPECIFIED SETTING
 GF0735
 GF0735  HISTORY     - Date     Condition        Report By
 GF0735  HISTORY     - 1928     MONUMENTED       CGS
 GF0735  HISTORY     - 1935     GOOD             CGS
 GF0735  HISTORY     - 1953     GOOD             CGS
 GF0735
 GF0735                          STATION DESCRIPTION
 GF0735
 GF0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GF0735'ABOUT 25 MILES BY ROAD WEST OF SOUTH OF AVA, 13 MILES SOUTH OF
 GF0735'ROME, 9 MILES SOUTH OF BROWN BRANCH WHICH IS ON THE FORSYTH-AVA
 GF0735'ROAD, IN SW 1/4 SEC. 1, T. 23 N., R. 17 W., ON LAND OWNED BY
 GF0735'JAMES KNIGHT, 300 METERS (984 FEET) EAST OF HIS HOME, ON HIGHEST
 GF0735'POINT OF CLEARED ROCKY HILL, 300 METERS (984 FEET) EAST OF ROAD,
 GF0735'53 METERS (174 FEET) WEST OF WEST EDGE OF TIMBER, AND 137 METERS
 GF0735'(449 FEET) NORTH OF RAIL FENCE, AT SOUTH END OF FIELD.  SURFACE
 GF0735'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 GF0735'CONCRETE.  UPPER MARK IS 12 INCHES BELOW SURFACE OF GROUND AND
 GF0735'LOWER MARK 5 FEET BELOW SURFACE.  REFERENCE MARKS ARE
 GF0735'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 GF0735'AT WEST EDGE OF TIMBER, AND 52.46 METERS (172.1 FEET)
 GF0735'FROM STATION.  NO. 2 IS IN FENCE
 GF0735'ROW AT SOUTH END OF FIELD, AND 140 METERS (459 FEET) (PACED
 GF0735'DISTANCE) FROM STATION.
 GF0735
 GF0735                          STATION RECOVERY (1935)
 GF0735
 GF0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 GF0735'STATION FOUND IN GOOD CONDITION ON LAND DESCRIBED, NOW OWNED
 GF0735'BY MRS. JAMES KNIGHT, A WIDOW, 8.8 MILES S OF BROWN BRANCH AND
 GF0735'6.6 MILES E OF HERCULES POST OFFICE.  OLD TIES STILL HOLD.
 GF0735'STATION IS 170 FEET W OF RAIL FENCE, 202 FEET W OF 24-INCH
 GF0735'BLAZED OAK TREE IN EDGE OF WOODS, 227 FEET SW OF SIMILAR TREE,
 GF0735'AND 230 FEET (PACED DISTANCE), E OF CENTER LINE OF NEW ROAD
 GF0735'UNDER CONSTRUCTION.
 GF0735'
 GF0735'REFERENCE MARK NO. 1 HAS DISAPPEARED.  FOUND DEPRESSION IN
 GF0735'GROUND WHERE MONUMENT HAD BEEN SET BUT COULD FIND NO TRACE
 GF0735'OF MONUMENT.
 GF0735'
 GF0735'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION, IN E-W RAIL
 GF0735'FENCE LINE ABOUT 150 FEET W OF FENCE CORNER AND 392 FEET FROM
 GF0735'STATION.
 GF0735
 GF0735                          STATION RECOVERY (1953)
 GF0735
 GF0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0735'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 GF0735'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED, BELIEVED
 GF0735'TO HAVE BEEN DESTROYED BY LOGGING OPERATIONS.  A REFERENCE MARK
 GF0735'AND AN AZIMUTH MARK WERE ESTABLISHED.  FOLLOWING IS A COMPLETE
 GF0735'DESCRIPTION.
 GF0735'
 GF0735'THE STATION IS ABOUT 9 MILES NORTHEAST OF RUETER, IN THE
 GF0735'SOUTHWEST 1/4 SECTION 1, T 23 N, R 17 W, ON LAND OWNED BY
 GF0735'JAMES KNIGHT.  IT IS 231 FEET EAST OF THE CENTER OF A GRAVELED
 GF0735'ROAD.
 GF0735'
 GF0735'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAYS
 GF0735'160 AND 125 AT THE POST OFFICE IN RUETER, GO NORTHERLY ON
 GF0735'HIGHWAY 125 FOR 4.5 MILES TO A T-JUNCTION AT A SIGN CAPEY
 GF0735'LOOKOUT TOWER, TURN RIGHT AND GO NORTHEASTERLY ON THE GLADE
 GF0735'TOP TRAIL FOR 6.0 MILES TO A T-JUNCTION, TURN LEFT AND GO
 GF0735'NORTHWEST AND NORTH FOR 0.5 MILE TO REFERENCE MARK 2 ON THE
 GF0735'RIGHT, BEAR RIGHT AND GO NORTHEAST 0.05 MILE TO THE HIGHEST
 GF0735'POINT OF THE HILL AND THE STATION.
 GF0735'
 GF0735'THE STATION MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND
 GF0735'AND THE DISK IS STAMPED KNIGHT 1928.
 GF0735'
 GF0735'REFERENCE MARK 2 IS 38 FEET EAST OF THE CENTER OF THE GRAVELED
 GF0735'ROAD AND 3 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 GF0735'4 INCHES AND THE DISK IS STAMPED KNIGHT NO 2 1928.
 GF0735'
 GF0735'REFERENCE MARK 3 IS AT THE WEST EDGE OF A WOODS.  THE MARK
 GF0735'PROJECTS 4 INCHES AND THE DISK IS STAMPED KNIGHT NO 3 1953.
 GF0735'
 GF0735'THE AZIMUTH MARK IS 74 FEET WEST OF THE SECOND T-JUNCTION
 GF0735'MENTIONED ABOVE, 8 FEET SOUTHEAST OF A POWERLINE POLE AND 2
 GF0735'FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES
 GF0735'AND THE DISK IS STAMPED KNIGHT 1953.
 GF0735'
 GF0735'NOTE- STATE HIGHWAY 80 HAS BEEN CHANGED TO U. S. HIGHWAY
 GF0735'160 AS OF 1 JANUARY 1954.
 GF0735'
 GF0735'NO WITNESS POST WAS SET AT THE STATION.
 GF0735'
 GF0735'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0939 ***********************************************************************
 HE0939  DESIGNATION -  KNIGHTS
 HE0939  PID         -  HE0939
 HE0939  STATE/COUNTY-  MO/JASPER
 HE0939  USGS QUAD   -  AVILLA (1971)
 HE0939
 HE0939                         *CURRENT SURVEY CONTROL
 HE0939  ___________________________________________________________________
 HE0939* NAD 83(1997)-  37 08 22.82297(N)    094 14 07.99271(W)     ADJUSTED  
 HE0939* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 HE0939  ___________________________________________________________________
 HE0939  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 HE0939  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HE0939
 HE0939  HORZ ORDER  -  THIRD
 HE0939
 HE0939.The horizontal coordinates were established by classical geodetic methods
 HE0939.and adjusted by the National Geodetic Survey in February 2000..
 HE0939
 HE0939.The orthometric height was scaled from a topographic map.
 HE0939
 HE0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0939
 HE0939.The geoid height was determined by GEOID03.
 HE0939
 HE0939;                    North         East     Units Scale Factor Converg.
 HE0939;SPC MO W     -   108,002.032   873,494.338   MT  0.99994797   +0 09 34.8
 HE0939;UTM  15      - 4,111,081.368   390,264.390   MT  0.99974834   -0 44 45.8
 HE0939
 HE0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0939!SPC MO W     -   0.99995255  x   0.99994797  =   0.99990052
 HE0939!UTM  15      -   0.99995255  x   0.99974834  =   0.99970090
 HE0939
 HE0939:                Primary Azimuth Mark                     Grid Az
 HE0939:SPC MO W     -  KNIGHTS AZ MK                            091 51 02.6
 HE0939:UTM  15      -  KNIGHTS AZ MK                            092 45 23.2
 HE0939
 HE0939|---------------------------------------------------------------------|
 HE0939| PID    Reference Object                     Distance      Geod. Az  |
 HE0939|                                                           dddmmss.s |
 HE0939| CN6529 KNIGHTS AZ MK                                      0920037.4 |
 HE0939| CN6530 KNIGHTS RM 1                         17.732 METERS 11112     |
 HE0939| CN6531 KNIGHTS RM 2                         18.510 METERS 26953     |
 HE0939| HE0942 CARTHAGE MUNICIPAL TANK             APPROX. 7.0 KM 2832632.8 |
 HE0939| HE0945 CARTHAGE NEW MUNICIPAL TANK         APPROX. 7.9 KM 2924228.1 |
 HE0939| HE0949 CARTHAGE JASPER COUNTY CTHSE ANTENN APPROX. 7.8 KM 3013818.8 |
 HE0939|---------------------------------------------------------------------|
 HE0939
 HE0939                          SUPERSEDED SURVEY CONTROL
 HE0939
 HE0939  NAD 83(1997)-  37 08 22.82345(N)    094 14 07.99257(W) AD(       ) 3
 HE0939  NAD 83(1997)-  37 08 22.83162(N)    094 14 07.99469(W) AD(       ) 3
 HE0939  NAD 83(1986)-  37 08 22.83653(N)    094 14 07.99115(W) AD(       ) 3
 HE0939  NAD 27      -  37 08 22.62540(N)    094 14 07.19620(W) AD(       ) 3
 HE0939
 HE0939.Superseded values are not recommended for survey control.
 HE0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0939.See file dsdata.txt to determine how the superseded data were derived.
 HE0939
 HE0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB9026411081(NAD 83)
 HE0939_MARKER: DS = TRIANGULATION STATION DISK
 HE0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0939_STAMPING: KNIGHTS 1960
 HE0939_MARK LOGO: NGS   
 HE0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0939+STABILITY: SURFACE MOTION
 HE0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0939+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 HE0939
 HE0939  HISTORY     - Date     Condition        Report By
 HE0939  HISTORY     - 1960     MONUMENTED       CGS
 HE0939  HISTORY     - 19830908 GOOD             NGS
 HE0939  HISTORY     - 20060614 GOOD             MODNR
 HE0939
 HE0939                          STATION DESCRIPTION
 HE0939
 HE0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0939'THE STATION IS APPROXIMATELY 4 MILES SOUTHEAST OF CARTHAGE, 4
 HE0939'MILES NORTHWEST OF THE SMALL TOWN OF REEDS, 4 MILES SOUTH OF
 HE0939'U.S. HIGHWAY 66, 4-1/4 MILES NORTH OF U.S. HIGHWAY 166, 0.5
 HE0939'MILE EAST OF THE ST. LOUIS-SAN FRANCISCO RAILROAD CROSSING, IN
 HE0939'THE NORTHWEST QUARTER OF SECTION 20, T 28 N, R 30 W, AND ON
 HE0939'PROPERTY OWNED BY MR. CHESTER ULLOM.
 HE0939'
 HE0939'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 HE0939'STATE HIGHWAY 37 ON THE EAST EDGE OF AVILLA, GO WEST ON HIGHWAY
 HE0939'66 FOR 1 MILE TO WHERE HIGHWAY 37 TURNS LEFT.  TURN LEFT AND GO
 HE0939'SOUTH ON HIGHWAY 37 FOR 3.7 MILES TO A CROSSROAD (COUNTY ROUTE
 HE0939'F).  CONTINUE SOUTH ON HIGHWAY 37 FOR 0.5 MILE TO A SIDE ROAD
 HE0939'ON THE RIGHT (E. FIR RD.).  TURN RIGHT, WEST, ON E. FIR RD. FOR
 HE0939'3.3 MILES TO A GRAVEL CROSSROAD.  CONTINUE WEST ON E. FIR RD.
 HE0939'FOR 0.55 MILE TO A FENCE CORNER AND THE AZIMUTH MARK ON THE
 HE0939'LEFT.  CONTINUE WEST ON E. FIR RD. FOR 0.3 MILE TO THE
 HE0939'STATION ON THE LEFT APPROXIMATELY 0.05 MILE EAST OF A
 HE0939'RAILROAD CROSSING.
 HE0939'
 HE0939'STATION MARKS ARE STANDARD DISKS STAMPED KNIGHTS 1960.  THE
 HE0939'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HE0939'SURFACE OF THE GROUND.  IT IS 57.5 FEET NORTH OF THE NORTH RAIL OF
 HE0939'THE RAILROAD TRACKS, 43.5 FEET NORTHWEST OF A TELEGRAPH POLE,
 HE0939'29 FEET SOUTH OF THE CENTER OF E. FIR RD., 11 FEET NORTH OF AN
 HE0939'EAST-WEST FENCE AND 2.5 FEET NORTHWEST OF A METAL WITNESS POST.
 HE0939'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 HE0939'INCHES BELOW THE SURFACE OF THE GROUND.
 HE0939'
 HE0939'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KNIGHTS NO 1 1960,
 HE0939'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HE0939'GROUND.  IT IS 48.5 FEET NORTH OF THE NORTH RAIL OF THE
 HE0939'RAILROAD TRACKS, 48 FEET SOUTH OF THE CENTER OF E. FIR RD., 37
 HE0939'FEET NORTHEAST OF THE TELEGRAPH POLE AND 1 FOOT NORTH OF THE
 HE0939'EAST-WEST FENCE.
 HE0939'
 HE0939'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KNIGHTS NO 2 1960,
 HE0939'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HE0939'GROUND.  IT IS 49 FEET EAST OF A TELEGRAPH POLE, 44 FEET NORTH OF
 HE0939'THE NORTH RAIL OF THE RAILROAD TRACKS, 32 FEET SOUTH OF THE
 HE0939'CENTER OF E. FIR RD. AND 2 FEET SOUTH OF THE EAST-WEST FENCE.
 HE0939'
 HE0939'AZIMUTH MARK, A STANDARD DISK STAMPED KNIGHTS 1960, IS SET IN A
 HE0939'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 25 FEET
 HE0939'SOUTH OF THE CENTER OF E. FIR RD., 5.5 FEET SOUTHWEST OF A METAL
 HE0939'WITNESS POST, 5 FEET SOUTHWEST OF A CORNER FENCE POST AND 2 FEET
 HE0939'WEST OF THE NORTH-SOUTH FENCE.
 HE0939'
 HE0939'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HE0939'
 HE0939'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HE0939
 HE0939                          STATION RECOVERY (1983)
 HE0939
 HE0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HE0939'THE SURFACE STATION MARK, RMS 1, 2 AND THE AZ MK WERE RECOVERED IN
 HE0939'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO RM 1 AGREE WITH 1960
 HE0939'DATA.  THE DIRECTION TO RM 2 WAS 3 MINUTES, 07 SECONDS LARGER AND THE
 HE0939'DISTANCES WAS 0.010 M (0.033 FT) LONGER.  A PORTION OF THE AZ MK
 HE0939'MONUMENT HAD CRUMBLED AWAY AND WAS REPAIRED THIS DATE.  THE DISTANCE
 HE0939'BETWEEN THE RMS WAS NO 1 MEASURED DUE TO DENSE BRUSH.  THE UNDERGROUND
 HE0939'MARK WAS NOT INSPECTED.  DUE TO CHANGES, A COMPLETE, NEW DESCRIPTION
 HE0939'FOLLOWS.  THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SW OF AVILA, 8
 HE0939'KM (4.95 MI) SE OF CARTHAGE, IN THE NW 114, SEC20, T28N, R30W AND ON
 HE0939'PROPERTY OWNED BY RALPH MADILL, ROUTE 3, BOX 77, CARTHAGE, MISSOURI,
 HE0939'64836.  TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 96 AND U.S
 HE0939'HWYS 71 AND 71 ALTERNATE WHICH IS ALSO THE INTERSECTION OF CENTRAL AND
 HE0939'GARRISON AVENUES, IN CARTHAGE, GO S ON GARRISON AVENUE AND HWY 71
 HE0939'ALTERNATE FOR 4.42 KM (2.75 MI) T STATE ROAD HH ON THE RIGHT AND E FIR
 HE0939'ROAD ON LEFT, AT THE SE CORNER OF THE MUNICIPAL AIRPORT.  TURN LEFT
 HE0939'AND GO E ON E FIR ROAD FOR 6.60 KM (4.10 MI) TO A CROSSROAD AND A
 HE0939'DIAGONAL RAILROAD CROSSING.  CONTINUE E FOR 0.16 KM (0.10 MI) T THE
 HE0939'STATION ON THE RIGHT.
 HE0939' 
 HE0939'THE STATION IS A STANDARD CGS DISK STAMPED---KNIGHTS 1960---, SET INTO
 HE0939'THE TOP OF A SQUARE, CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER,
 HE0939'FLUSH WITH GROUND.  THE STATION IS LOCATED 17.68 METERS (58.01 FT) NE
 HE0939'FROM THE N RAIL OF THE RAILROAD TRACK, 9.50 METERS (31.17 FT) E FROM
 HE0939'THE W END OF THE ROAD RIGHT-OF-WAY FENCE, 3.0 METERS (9.8 FT) SE FROM
 HE0939'A WINESS POST, 3.05 METERS (10.01 FT) NE FROM THE RAILROAD
 HE0939'RIGHT-OF-WAY FENCE, 2.32 METERS (7.61 FT) S FROM THE ROAD RIGHT-OF-WAY
 HE0939'FENCE.  RM NO 1, IS A STANDARD CGS DISK STAMPED---KNIGHTS NO 1
 HE0939'1960---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 HE0939'CM) IN DIAMETER, FLUSH WITH GROUND, THE STATION IS LOCATED 27.25
 HE0939'METERS (89.40 FT) ESE FROM THE W END AND CORNER POST OF THE ROAD R-O-W
 HE0939'FENCE, 14.62 METERS (47.97 FT) S FROM THE CENTERLINE OF THE ROAD, 8.08
 HE0939'METERS (26.51 FT) S FROM THE ROAD R-O-W FENCE, 0.46 METERS (1.51 FT)
 HE0939'NE FROM A WITNESS AND THE RAILROAD R-O-W FENCE.  RM NO 2, IS A
 HE0939'STANDARD CGS DISK STAMPED---KNIGHTS NO 2 1960---, SET INTO THE TOP OF
 HE0939'A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED 4
 HE0939'INCHES (10 CM) BELOW THE GROUND.  THE STATION IS LOCATED 13.47 METERS
 HE0939'NE FROM THE N RAIL OF THE RAILROAD, 9.76 METERS (32.02 FT) S FROM THE
 HE0939'CENTERLINE OF THE ROAD, 9.65 METERS (31.66 FT) S FROM THE W END AND
 HE0939'CORNER POST OF THE ROAD R-O-W FENCE, 0.37 METERS (1.21 FT) E FROM A
 HE0939'WITNESS POST.  AZ MK NO 1, IS A STANDARD CGS DISK STAMPED---KNIGHTS
 HE0939'1960---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 HE0939'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 7.6 METERS
 HE0939'(24.9 FT) S FROM THE CENTERLINE OF E FIR ROAD, 1.68 METERS (5.51 FT)
 HE0939'SSE FROM WITNESS POST, 1.52 METERS (4.99 FT) S FROM A FENCE.  TO REACH
 HE0939'THE AZ MK FROM THE STATION, CONTINUE E ON E FIR ROAD FOR 0.56 KM (0.35
 HE0939'MI) TO A SMALL GROVE OF TREES AND THE MARK ON THE RIGHT.
 HE0939
 HE0939                          STATION RECOVERY (2006)
 HE0939
 HE0939'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE0939'STATION, RM 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0932 ***********************************************************************
 HC0932  DESIGNATION -  KNOB LICK FIRE TOWER
 HC0932  PID         -  HC0932
 HC0932  STATE/COUNTY-  MO/ST FRANCOIS
 HC0932  USGS QUAD   -  WACHITA MOUNTAIN (1980)
 HC0932
 HC0932                         *CURRENT SURVEY CONTROL
 HC0932  ___________________________________________________________________
 HC0932* NAD 83(1997)-  37 39 50.48549(N)    090 23 08.05949(W)     ADJUSTED  
 HC0932* NAVD 88     -                                                        
 HC0932  ___________________________________________________________________
 HC0932  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 HC0932  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HC0932
 HC0932  HORZ ORDER  -  THIRD
 HC0932
 HC0932.The horizontal coordinates were established by classical geodetic methods
 HC0932.and adjusted by the National Geodetic Survey in February 2000..
 HC0932
 HC0932
 HC0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0932
 HC0932.The geoid height was determined by GEOID03.
 HC0932
 HC0932;                    North         East     Units Scale Factor Converg.
 HC0932;SPC MO E     -   203,149.761   260,095.494   MT  0.99993459   +0 04 11.7
 HC0932;UTM  15      - 4,171,754.880   730,603.506   MT  1.00025505   +1 35 53.5
 HC0932
 HC0932                          SUPERSEDED SURVEY CONTROL
 HC0932
 HC0932  NAD 83(1997)-  37 39 50.49203(N)    090 23 08.05785(W) AD(       ) 4
 HC0932  NAD 83(1986)-  37 39 50.49768(N)    090 23 08.05704(W) AD(       ) 4
 HC0932  NAD 27      -  37 39 50.31600(N)    090 23 07.63200(W) AD(       ) 3
 HC0932
 HC0932.Superseded values are not recommended for survey control.
 HC0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0932.See file dsdata.txt to determine how the superseded data were derived.
 HC0932
 HC0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3060471755(NAD 83)
 HC0932_MARKER: 55 = TOWER
 HC0932
 HC0932  HISTORY     - Date     Condition        Report By
 HC0932  HISTORY     - 1938     FIRST OBSERVED   CGS
 HC0932  HISTORY     - 1956     GOOD             CGS
 HC0932
 HC0932                          STATION DESCRIPTION
 HC0932
 HC0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0932'OBSERVED CENTER KNOB LICK FIRE TOWER, U.S. FOREST SERVICE,
 HC0932'FOUR-LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH, ENCLOSED
 HC0932'TOP, CLARK NATIONAL FOREST.
 HC0932'
 HC0932'LOCATED ABOUT 1 MILE SOUTHWEST OF VILLAGE OF KNOB LICK ON
 HC0932'HIGHEST PART OF KNOB LICK MOUNTAIN.
 HC0932'
 HC0932'OBSERVED FROM TRIANGULATION STATIONS EVANS MOUNTAIN, LITTLE
 HC0932'GRASSY, KNOBLICK, HIGDON, COTTENER, AND FREDERICKTOWN.
 HC0932
 HC0932                          STATION RECOVERY (1956)
 HC0932
 HC0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0932'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE SOUTH OF
 HC0932'FARMINGTON, 1 MILE SOUTHWEST OF KNOBLICK IN THE CLARK
 HC0932'NATIONAL FOREST.
 HC0932'
 HC0932'THE TOWER IS OF STEEL CONSTRUCTION, 110 FEET HIGH, WITH AN 8 FOOT
 HC0932'SQUARE HOUSE ON TOP.  IT IS 43.20 FEET, 13.17 METERS NORTHEAST
 HC0932'OF TRIANGULATION STATION KNOBLICK.  THE CENTER OF THE TOWER WAS
 HC0932'TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1789 ***********************************************************************
 JD1789  DESIGNATION -  KNOB NOSTER RESET
 JD1789  PID         -  JD1789
 JD1789  STATE/COUNTY-  MO/JOHNSON
 JD1789  USGS QUAD   -  KNOB NOSTER (1981)
 JD1789
 JD1789                         *CURRENT SURVEY CONTROL
 JD1789  ___________________________________________________________________
 JD1789* NAD 83(1997)-  38 46 35.62052(N)    093 33 07.88346(W)     ADJUSTED  
 JD1789* NAVD 88     -                                                        
 JD1789  ___________________________________________________________________
 JD1789  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JD1789  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1789
 JD1789  HORZ ORDER  -  FIRST
 JD1789
 JD1789.The horizontal coordinates were established by classical geodetic methods
 JD1789.and adjusted by the National Geodetic Survey in February 2000..
 JD1789
 JD1789
 JD1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1789
 JD1789.The geoid height was determined by GEOID03.
 JD1789
 JD1789;                    North         East     Units Scale Factor Converg.
 JD1789;SPC MO W     -   290,072.819   932,358.965   MT  1.00002467   +0 35 37.1
 JD1789;UTM  15      - 4,292,126.579   452,034.731   MT  0.99962833   -0 20 45.0
 JD1789
 JD1789|---------------------------------------------------------------------|
 JD1789| PID    Reference Object                     Distance      Geod. Az  |
 JD1789|                                                           dddmmss.s |
 JD1789| JD1786 KNOB NOSTER RM 2                     15.898 METERS 10944     |
 JD1789| CN6532 KNOB NOSTER RM                        3.633 METERS 18001     |
 JD1789| CN6534 KNOB NOSTER REF POST S                1.255 METERS 18344     |
 JD1789| JD2760 WHITEMAN AFB SOUTH WATER TANK       APPROX. 6.4 KM 1942510.4 |
 JD1789| JD2761 SEDALIA AAF TOWER BEACON            APPROX. 5.4 KM 1952751.5 |
 JD1789| JD2758 WHITEMAN AFB WATER TANK BEACON      APPROX. 5.4 KM 1954536.9 |
 JD1789| JD1784 KNOB NOSTER AZ MK                                  2112629.7 |
 JD1789| JD1785 KNOB NOSTER AZ MK 2                                2125712.7 |
 JD1789| JD2742 BLASER                               15.380 METERS 30204     |
 JD1789| JD1787 KNOB NOSTER RM 3                     11.724 METERS 32658     |
 JD1789| CN6533 KNOB NOSTER REF POST N                1.191 METERS 35633     |
 JD1789|---------------------------------------------------------------------|
 JD1789
 JD1789                          SUPERSEDED SURVEY CONTROL
 JD1789
 JD1789  NAD 83(1997)-  38 46 35.62262(N)    093 33 07.88313(W) AD(       ) 1
 JD1789  NAD 83(1986)-  38 46 35.62888(N)    093 33 07.88312(W) AD(       ) 1
 JD1789  NAD 27      -  38 46 35.58435(N)    093 33 07.11630(W) AD(       ) 1
 JD1789
 JD1789.Superseded values are not recommended for survey control.
 JD1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1789.See file dsdata.txt to determine how the superseded data were derived.
 JD1789
 JD1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC5203592127(NAD 83)
 JD1789_MARKER: DS = TRIANGULATION STATION DISK
 JD1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1789_STAMPING: KNOB NOSTER 1882 1968
 JD1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1789+STABILITY: SURFACE MOTION
 JD1789
 JD1789  HISTORY     - Date     Condition        Report By
 JD1789  HISTORY     - 1968     MONUMENTED       CGS
 JD1789  HISTORY     - 1968     GOOD             CGS
 JD1789  HISTORY     - 1975     GOOD             USE
 JD1789
 JD1789                          STATION DESCRIPTION
 JD1789
 JD1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JD1789'THE STATION MARK AND UNDERGROUND MARK (A BOTTLE) WERE DESTROYED,
 JD1789'THEY WERE DUG UP BUT THE OLD STONE POST WAS NOT FOUND AT THE
 JD1789'STATION SITE.  REFERENCE MARK NO. 2, REFERENCE MARK NO. 3,
 JD1789'WITNESS POSTS NORTH AND SOUTH WERE RECOVERED AND FOUND IN
 JD1789'GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN
 JD1789'GOOD CONDITION BUT WAS IN THE WAY OF HIGHWAY CONSTRUCTION ON
 JD1789'COUNTY ROAD J AND A NEW MARK WAS SET.
 JD1789'
 JD1789'THE STATION WAS RESET FROM THE REFERENCE MARKS AND INTERSECTION
 JD1789'STATIONS AND A NEW AZIMUTH MARK WAS SET.
 JD1789'
 JD1789'A NEW DESCRIPTION FOLLOWS.
 JD1789'
 JD1789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD1789'COUNTY ROUTE J AT THE NORTH SIDE OF KNOB NOSTER, GO NORTH ON
 JD1789'COUNTY ROUTE J FOR 0.15 MILE TO A CROSSROAD.  *TURN RIGHT AND GO
 JD1789'EAST FOR 0.05 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 0.1
 JD1789'MILE TO A HOUSE ON THE RIGHT.  CONTINUE NORTH FOR ABOUT 200 FEET
 JD1789'TO A BOARD GATE.  PASS THROUGH THE GATE, TURN SHARP RIGHT AND GO
 JD1789'EAST TO A BOARD GATE AT THE SOUTHWEST CORNER OF A BARN.  PASS
 JD1789'THROUGH THE TWO BOARD GATES AT THE SOUTH SIDE OF BARN, THEN
 JD1789'TURN LEFT AND FOLLOW FARM ROAD NORTH-NORTHEAST FOR 0.5 MILE TO
 JD1789'THE TOP OF A PROMINENT HILL AND THE STATION ON THE HIGHEST
 JD1789'POINT.  *CONTINUE NORTH ON COUNTY ROUTE J FOR 0.05 MILE TO THE
 JD1789'INTERSECTION OF SEVENTH STREET AND THE AZIMUTH MARK IN THE
 JD1789'NORTHWEST ANGLE.
 JD1789'
 JD1789'STATION MARKS ARE STANDARD DISK STAMPED KNOB NOSTER 1882 1968.
 JD1789'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 JD1789'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 JD1789'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 2 FEET
 JD1789'BELOW THE SURFACE OF THE GROUND.
 JD1789'
 JD1789'REFERENCE WITNESS POST NORTH IS A 4 INCH SQUARE STONE POST WITH A
 JD1789'CROSS ON THE TOP AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JD1789'
 JD1789'REFERENCE WITNESS POST SOUTH IS A 4 INCH SQUARE STONE POST WITH
 JD1789'A CROSS ON THE TOP AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JD1789'
 JD1789'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KNOB NOSTER NO. 2
 JD1789'1882 1907, IS SET IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.
 JD1789'
 JD1789'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KNOB NOSTER NO. 3
 JD1789'1882 1907, IS SET IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.
 JD1789'
 JD1789'AZIMUTH MARK, A STANDARD DISK STAMPED KNOB NOSTER 1882 1968, IS
 JD1789'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 JD1789'SURFACE OF THE GROUND.  IT IS IN THE NORTHWEST ANGLE OF THE
 JD1789'INTERSECTION OF NORTH STATE (COUNTY ROUTE J) AND SEVENTH STREET,
 JD1789'58 FEET WEST OF THE CENTER OF COUNTY ROUTE J, 44 FEET NORTH OF
 JD1789'THE CENTER OF SEVENTH STREET, 22.5 FEET NORTH-NORTHWEST OF A
 JD1789'POWERLINE POLE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 JD1789'
 JD1789'BLASER (USAF), A STANDARD AIR PHOTOGRAPHIC AND CHARTING SERVICE
 JD1789'CONTROL STATION DISK STAMPED BLASER 1967, IS SET IN BEDROCK WHICH
 JD1789'IS FLUSH WITH THE SURFACE OF THE GROUND.  A TRAVERSE CONNECTION
 JD1789'WAS MADE TO THE MARK FROM STATION KNOB NOSTER 1882 1968.
 JD1789'
 JD1789'KNOB NOSTER 1882 1968 TO BLASER 1967 (USAF) IS -1.930 FEET.
 JD1789'
 JD1789'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE NORTH OF
 JD1789'KNOB NOSTER
 JD1789
 JD1789                          STATION RECOVERY (1968)
 JD1789
 JD1789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JD1789'0.8 MI NE FROM KNOB NOSTER.
 JD1789'ABOUT 0.15 MILE NORTH ON COUNTY ROUTE J FROM ITS JUNCTION WITH
 JD1789'U.S. HIGHWAY 50 IN THE NORTH PART OF KNOB NOSTER, THENCE EAST FOR
 JD1789'0.05 MILE TO A T-ROAD, THENCE 0.1 NORTH TO A HOUSE EAST OF THE
 JD1789'ROAD, THENCE CONTINUE NORTH FOR ABOUT 200 FEET TO A BOARD GATE,
 JD1789'THENCE PASS THROUGH GATE AND TURN SHARP RIGHT AND GO EAST TO
 JD1789'ANOTHER BOARD GATE AT THE SOUTHWEST CORNER OF A BARN, THENCE PASS
 JD1789'THROUGH TWO BOARD GATES ON THE SOUTH SIDE OF THE BARN AND TURN
 JD1789'LEFT AND CONTINUE ON A FARM ROAD NORTH-NORTHEAST FOR 0.5 MILE TO THE
 JD1789'TOP OF A PROMINENT HILL AND THE MARK, 38.47 FEET SOUTH-SOUTHEAST
 JD1789'OF RM 3, 52.16 FEET WEST OF RM 2, AND SET IN THE TOP OF A CONCRETE
 JD1789'POST ABOUT 8 INCHES UNDERGROUND.
 JD1789
 JD1789                          STATION RECOVERY (1975)
 JD1789
 JD1789'RECOVERY NOTE BY US ENGINEERS 1975 (WDD)
 JD1789'KNOB NOSTER -  1882 OK - NOT USABLE FROM GROUND DUE TO LARGE
 JD1789'TREES.
 JD1789'
 JD1789'AZIMUTH MARK - 1948-1968 OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1786 ***********************************************************************
 JD1786  DESIGNATION -  KNOB NOSTER RM 2
 JD1786  PID         -  JD1786
 JD1786  STATE/COUNTY-  MO/JOHNSON
 JD1786  USGS QUAD   -  KNOB NOSTER (1981)
 JD1786
 JD1786                         *CURRENT SURVEY CONTROL
 JD1786  ___________________________________________________________________
 JD1786* NAD 83(1986)-  38 46 35.     (N)    093 33 08.     (W)     SCALED    
 JD1786* NAVD 88     -       278.615  (meters)     914.09   (feet)  ADJUSTED  
 JD1786  ___________________________________________________________________
 JD1786  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1786  DYNAMIC HT  -         278.427 (meters)     913.47  (feet)  COMP
 JD1786  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 JD1786
 JD1786  VERT ORDER  -  FIRST     CLASS II
 JD1786
 JD1786.The horizontal coordinates were scaled from a topographic map and have
 JD1786.an estimated accuracy of +/- 6 seconds.
 JD1786
 JD1786.The orthometric height was determined by differential leveling
 JD1786.and adjusted by the National Geodetic Survey in June 1991..
 JD1786
 JD1786.The geoid height was determined by GEOID03.
 JD1786
 JD1786.The dynamic height is computed by dividing the NAVD 88
 JD1786.geopotential number by the normal gravity value computed on the
 JD1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1786.degrees latitude (g = 980.6199 gals.).
 JD1786
 JD1786.The modeled gravity was interpolated from observed gravity values.
 JD1786
 JD1786;                    North         East    Units  Estimated Accuracy
 JD1786;SPC MO W     -   290,050.      932,360.      MT  (+/- 180 meters Scaled)
 JD1786
 JD1786                          SUPERSEDED SURVEY CONTROL
 JD1786
 JD1786  NGVD 29 (??/??/92)  278.522  (m)          913.78   (f) ADJ UNCH    1 2
 JD1786
 JD1786.Superseded values are not recommended for survey control.
 JD1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1786.See file dsdata.txt to determine how the superseded data were derived.
 JD1786
 JD1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC520921(NAD 83)
 JD1786_MARKER: DR = REFERENCE MARK DISK
 JD1786_SETTING: 66 = SET IN ROCK OUTCROP
 JD1786_SP_SET: ROCK OUTCROP
 JD1786_STAMPING: KNOB NOSTER NO 2 1882 1907
 JD1786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1786+STABILITY: POSITION/ELEVATION WELL
 JD1786
 JD1786  HISTORY     - Date     Condition        Report By
 JD1786  HISTORY     - 1963     MONUMENTED       CGS
 JD1786  HISTORY     - 1963     GOOD             NGS
 JD1786
 JD1786                          STATION DESCRIPTION
 JD1786
 JD1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1786'0.8 MI NE FROM KNOB NOSTER.
 JD1786'ABOUT 0.05 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1786'STATION AT KNOB NOSTER, THENCE 0.7 MILE NORTH ALONG HIGHWAY J,
 JD1786'THENCE 0.1 MILE EAST ACROSS A FIELD, 52.5 FEET EAST OF THE STATION
 JD1786'MARK, 86.5 FEET EAST-SOUTHEAST OF R.M. 3, A DISK DRILLED IN THE
 JD1786'TOP OF A 4 X 5 FOOT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1787 ***********************************************************************
 JD1787  DESIGNATION -  KNOB NOSTER RM 3
 JD1787  PID         -  JD1787
 JD1787  STATE/COUNTY-  MO/JOHNSON
 JD1787  USGS QUAD   -  KNOB NOSTER (1981)
 JD1787
 JD1787                         *CURRENT SURVEY CONTROL
 JD1787  ___________________________________________________________________
 JD1787* NAD 83(1986)-  38 46 35.     (N)    093 33 08.     (W)     SCALED    
 JD1787* NAVD 88     -       278.522  (meters)     913.78   (feet)  ADJUSTED  
 JD1787  ___________________________________________________________________
 JD1787  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1787  DYNAMIC HT  -         278.335 (meters)     913.17  (feet)  COMP
 JD1787  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 JD1787
 JD1787  VERT ORDER  -  FIRST     CLASS II
 JD1787
 JD1787.The horizontal coordinates were scaled from a topographic map and have
 JD1787.an estimated accuracy of +/- 6 seconds.
 JD1787
 JD1787.The orthometric height was determined by differential leveling
 JD1787.and adjusted by the National Geodetic Survey in June 1991..
 JD1787
 JD1787.The geoid height was determined by GEOID03.
 JD1787
 JD1787.The dynamic height is computed by dividing the NAVD 88
 JD1787.geopotential number by the normal gravity value computed on the
 JD1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1787.degrees latitude (g = 980.6199 gals.).
 JD1787
 JD1787.The modeled gravity was interpolated from observed gravity values.
 JD1787
 JD1787;                    North         East    Units  Estimated Accuracy
 JD1787;SPC MO W     -   290,050.      932,360.      MT  (+/- 180 meters Scaled)
 JD1787
 JD1787                          SUPERSEDED SURVEY CONTROL
 JD1787
 JD1787  NGVD 29 (??/??/92)  278.430  (m)          913.48   (f) ADJ UNCH    1 2
 JD1787
 JD1787.Superseded values are not recommended for survey control.
 JD1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1787.See file dsdata.txt to determine how the superseded data were derived.
 JD1787
 JD1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC520921(NAD 83)
 JD1787_MARKER: DR = REFERENCE MARK DISK
 JD1787_SETTING: 66 = SET IN ROCK OUTCROP
 JD1787_SP_SET: ROCK OUT CROP
 JD1787_STAMPING: KNOB NOSTER NO 3 1882 1907
 JD1787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1787+STABILITY: POSITION/ELEVATION WELL
 JD1787
 JD1787  HISTORY     - Date     Condition        Report By
 JD1787  HISTORY     - 1963     MONUMENTED       CGS
 JD1787  HISTORY     - 1963     GOOD             NGS
 JD1787
 JD1787                          STATION DESCRIPTION
 JD1787
 JD1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1787'0.8 MI NE FROM KNOB NOSTER.
 JD1787'ABOUT 0.05 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1787'STATION AT KNOB NOSTER, THENCE 0.7 MILE NORTH ALONG HIGHWAY J,
 JD1787'THENCE 0.1 MILE EAST ACROSS A FIELD, 86.5 FEET WEST-NORTHWEST OF
 JD1787'R.M. 2, 38.5 FEET NORTH-NORTHWEST OF THE STATION MARK, A DISK
 JD1787'DRILLED IN THE TOP OF A 3 X 4 FOOT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2683 ***********************************************************************
 JD2683  DESIGNATION -  KNOBBY
 JD2683  PID         -  JD2683
 JD2683  STATE/COUNTY-  MO/CAMDEN
 JD2683  USGS QUAD   -  KNOBBY (1983)
 JD2683
 JD2683                         *CURRENT SURVEY CONTROL
 JD2683  ___________________________________________________________________
 JD2683* NAD 83(1997)-  38 11 35.03293(N)    093 04 01.71785(W)     ADJUSTED  
 JD2683* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 JD2683  ___________________________________________________________________
 JD2683  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JD2683  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JD2683
 JD2683  HORZ ORDER  -  THIRD
 JD2683
 JD2683.The horizontal coordinates were established by classical geodetic methods
 JD2683.and adjusted by the National Geodetic Survey in February 2000..
 JD2683
 JD2683.The orthometric height was scaled from a topographic map.
 JD2683
 JD2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2683
 JD2683.The geoid height was determined by GEOID03.
 JD2683
 JD2683;                    North         East     Units Scale Factor Converg.
 JD2683;SPC MO C     -   262,012.687   450,320.357   MT  0.99996372   -0 21 02.4
 JD2683;UTM  15      - 4,227,238.433   494,120.438   MT  0.99960043   -0 02 29.5
 JD2683
 JD2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2683!SPC MO C     -   0.99995982  x   0.99996372  =   0.99992355
 JD2683!UTM  15      -   0.99995982  x   0.99960043  =   0.99956027
 JD2683
 JD2683|---------------------------------------------------------------------|
 JD2683| PID    Reference Object                     Distance      Geod. Az  |
 JD2683|                                                           dddmmss.s |
 JD2683| CN6536 KNOBBY RM 1                          38.792 METERS 14111     |
 JD2683| CN6537 KNOBBY RM 2                          40.246 METERS 23327     |
 JD2683| JD2682 TT 393                               87.563 METERS 24946     |
 JD2683| CN6535 KNOBBY AZ MK                                       2853629.4 |
 JD2683|---------------------------------------------------------------------|
 JD2683
 JD2683                          SUPERSEDED SURVEY CONTROL
 JD2683
 JD2683  NAD 83(1997)-  38 11 35.04066(N)    093 04 01.71348(W) AD(       ) 3
 JD2683  NAD 83(1986)-  38 11 35.04352(N)    093 04 01.71661(W) AD(       ) 3
 JD2683  NAD 27      -  38 11 34.93900(N)    093 04 01.00700(W) AD(       ) 3
 JD2683
 JD2683.Superseded values are not recommended for survey control.
 JD2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2683.See file dsdata.txt to determine how the superseded data were derived.
 JD2683
 JD2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC9412027238(NAD 83)
 JD2683_MARKER: DS = TRIANGULATION STATION DISK
 JD2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2683_STAMPING: KNOBBY 1948
 JD2683_MARK LOGO: CGS   
 JD2683_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2683+STABILITY: SURFACE MOTION
 JD2683
 JD2683  HISTORY     - Date     Condition        Report By
 JD2683  HISTORY     - 1948     MONUMENTED       CGS
 JD2683  HISTORY     - 1963     GOOD             CGS
 JD2683  HISTORY     - 19831013 GOOD             NGS
 JD2683
 JD2683                          STATION DESCRIPTION
 JD2683
 JD2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2683'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH AND 1.0 MILE WEST
 JD2683'OF CLIMAX SPRINGS, 6.5 MILES SOUTHEAST OF LAKE VIEW HEIGHTS AND
 JD2683'0.75 MILE EAST OF THE BENTON-CAMDEN COUNTY LINE, ON LAND OWNED
 JD2683'AND OCCUPIED BY MR. J.M. WAISNER.  IT IS ABOUT 0.05 MILE
 JD2683'NORTH-NORTHEAST OF THE WAISNER FARM HOUSE ON THE HIGH POINT
 JD2683'OF A PASTURE, 110 FEET NORTH OF THE CENTER OF EAST-WEST ROAD,
 JD2683'89 FEET NORTH OF EAST-WEST FENCE LINE AND 56 FEET NORTHEAST
 JD2683'OF FENCE CORNER.  IT IS STAMPED KNOBBY 1948 AND SET FLUSH WITH
 JD2683'THE GROUND.
 JD2683'
 JD2683'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 20 FEET NORTH
 JD2683'OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT NORTH OF
 JD2683'EAST-WEST FENCE LINE.  IT IS STAMPED KNOBBY NO 1 1948 AND
 JD2683'PROJECTS 8 INCHES.
 JD2683'
 JD2683'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 20 FEET NORTH
 JD2683'OF THE CENTER OF THE EAST-WEST ROAD, 15 FEET EAST OF SOUTHEAST
 JD2683'CORNER OF BARN AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS
 JD2683'STAMPED KNOBBY NO 2 1948 AND PROJECTS 8 INCHES.
 JD2683'
 JD2683'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 30 FEET
 JD2683'NORTH OF THE CENTER OF EAST-WEST ROAD, 3 FEET EAST OF FENCE
 JD2683'CORNER AND 2 FEET EAST OF WITNESS POST.  IT IS STAMPED KNOBBY
 JD2683'1948 AND PROJECTS 8 INCHES.  TO REACH FROM THE STATION, GO WEST
 JD2683'ON GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE NORTH SIDE
 JD2683'AS DESCRIBED.
 JD2683'
 JD2683'THE U.S.C. AND G.S. AND STATE SURVEY MARK TT 393 1934 IS
 JD2683'SOUTHWEST OF THE STATION.  IT IS 15 FEET SOUTH OF THE CENTER OF
 JD2683'EAST-WEST ROAD, 12 FEET EAST OF FENCE CORNER, 12 FEET EAST
 JD2683'SOUTHEAST OF EAST ONE OF THREE MAIL BOXES AND 5 FEET NORTH OF
 JD2683'FENCE LINE.  IT IS STAMPED 393 1934 936 FT AND PROJECTS 12
 JD2683'INCHES.
 JD2683'
 JD2683'TO REACH THE STATION FROM THE COURT HOUSE IN WARSAW, GO
 JD2683'NORTHEAST ON STATE HIGHWAY 35 FOR 1.5 MILES TO JUNCTION WITH
 JD2683'U.S. HIGHWAY 65, TURN RIGHT AND GO SOUTH ON 65 FOR 4.3 MILES
 JD2683'TO LAKE ROAD NO 52 LEFT, TURN LEFT AND FOLLOW MAIN GRAVELED ROAD
 JD2683'EAST FOR 5.0 MILES TO T-ROAD RIGHT, CONTINUE STRAIGHT AHEAD
 JD2683'EAST ON MAIN GRAVELED ROAD FOR 2.35 MILES TO CROSSROADS,
 JD2683'CONTINUE STRAIGHT AHEAD EAST FOR 2.8 MILES TO T-INTERSECTION AT
 JD2683'STORE ON RIGHT, BEAR LEFT AND GO 0.8 MILES TO SIDE ROAD RIGHT,
 JD2683'TURN RIGHT AND FOLLOW MAIN ROAD SOUTHEAST FOR 3.3 MILES CROSS
 JD2683'SMALL STREAM AND BEAR RIGHT FOR 0.45 MILE TO SIDE ROAD
 JD2683'RIGHT, CONTINUE STRAIGHT AHEAD EAST FOR 2.35 MILES TO HOUSE
 JD2683'ON THE RIGHT AND STATION JUST NORTH IN PASTURE AS
 JD2683'DESCRIBED.
 JD2683'
 JD2683'AN 87 FOOT SIGNAL AT STATION DUROC IS VISIBLE FROM THE GROUND.
 JD2683'
 JD2683'AN 87 FOOT SIGNAL AT STATION BUFFALO IS VISIBLE FROM THE GROUND.
 JD2683'
 JD2683'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2683
 JD2683                          STATION RECOVERY (1963)
 JD2683
 JD2683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CC)
 JD2683'AZIMUTH MARK HAS BEEN RECOVERED IN VERY GOOD CONDITION.  RMS
 JD2683'HAVE BEEN RECOVERED IN OK CONDITION.
 JD2683'
 JD2683'BENCH MARK TT 393 (MO. GEOD. SURVEY 1934), WAS FOUND LOOSE IN
 JD2683'GROUND- CONCRETE LEANS APPROX. 8 NORTH.
 JD2683
 JD2683                          STATION RECOVERY (1983)
 JD2683
 JD2683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JD2683'THE SURFACE STATION MARK AND THE AZ MK WERE RECOVERED IN GOOD
 JD2683'CONDITION BUT THE AZ MK IS NO LONGER GROUND VISIBLE.  RM 1 WAS
 JD2683'RECOVERED IN FAIR CONDITION, THE MARK NOW BEING ON THE BACK SCOPE OF A
 JD2683'ROAD DITCH AND THE S SIDE PROJECTS ABOUT 0.46 METERS (1.51 FT) DUE TO
 JD2683'EROSION.  THE MARK IS GOOD.  RM 2 WAS FOUND LYING ON TOP OF THE
 JD2683'GROUND.  THE DISTANCE AND DIRECTION TO RM 1 AGREED WITH 1948 DATA BY
 JD2683'USING AN INVERSED DIRECTION TO THE PROCTOR LOOKOUT TOWER.  RMS 3 AND 4
 JD2683'WERE ESTABLISHED THIS DATE.  THERE WAS NO PLACE FOR A NEW AZ MK DUE TO
 JD2683'BUILDINGS AND TREES.  DUE TO THE ABOVE AND OTHER CHANGES, A COMPLETE
 JD2683'NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 9.7 KM (6.00
 JD2683'MI) NNW OF CLIMAX SPRINGS 9.7 KM (6.00 MI) NE OF EDWARDS, 1.2 KM (0.75
 JD2683'MI) E OF THE BENTON-CAMDEN COUNTY LINE AND ON PROPERTY OWNED BY MR BOB
 JD2683'LYDAY, RURAL ROUTE 1, BOX 41, EDWARDS, MISSOURI 65326.  TO REACH THE
 JD2683'STATION FROM THE POST OFFICE IN CLIMAX SPRINGS GO W ON STATE HWY 7 FOR
 JD2683'6.44 KM (4.00 MI) TO STATE ROAD DD ON THE RIGHT.  TURN RIGHT AND GO N
 JD2683'ON ROAD DD FOR 5.79 KM (3.60 MI) TO STATE ROAD FF ON THE RIGHT.  TURN
 JD2683'RIGHT AD GO E AND NE ON ROAD FF FOR 3.22 KM (2.00 MI) TO A GRAVELED
 JD2683'CROSSROAD.  TURN RIGHT AND GO E FOR 0.16 KM (0.10 MI) TO THE LYDAY
 JD2683'HOUSE ON THE LEFT AND THE STATION ON THE RIGHT, IN A PASTURE AND JUST
 JD2683'W OF THE CABLE RIDGE CEMETERY.
 JD2683' 
 JD2683'STATION IS A STANDARD CGS DISK STAMPED---KNOBBY 1948---, SET INTO THE
 JD2683'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 JD2683'FLUSH WITH GROUND.  THE STATION IS LOCATED 52.88 METERS (173.49 FT) NW
 JD2683'FROM THE SW CORNER OF THE CABLE RIDGE CEMETERY, 42.28 METERS (138.71
 JD2683'FT) W FROM THE W FENCE OF THE CEMETERY, 27.43 METERS (89.99 FT) N FROM
 JD2683'THE N RIGHT-OF-WAY FENCE, 40.29 METERS (132.18 FT) NE FROM THE E END
 JD2683'OF A GATE INTO THE MEADOW.  RM NO 1, IS A STANDARD CGS DISK
 JD2683'STAMPED---KNOBBY NO 1 1948---, SET INTO THE TOP OF A SQUARE CONCRETE
 JD2683'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 12 INCHES (30 CM)
 JD2683'ABOVE THE GROUND.  THE STATION IS LOCATED 18.60 METERS (61.02 FT) W
 JD2683'FROM THE SW CORNER OF THE CEMETERY, 4.27 METERS (14.01 FT) N FROM THE
 JD2683'CENTERLINE OF THE ROAD, 0.3 METERS (1.0 FT) S FROM THE N RIGHT-OF-WAY
 JD2683'FENCE.  RM NO 3, IS A STANDARD NGS DISK STAMPED---KNOBBY 1948 NO 3
 JD2683'1983---, SET INTO THE TOP OF A BOULDER, 1.5 FT, (0.5 M) 0.5 METERS
 JD2683'(1.6 FT) LARGEST DIMENSI0N.  THE STATION IS LOCATED 18.14 METERS
 JD2683'(59.51 FT) N FROM THE N RIGHT-OF-WAY FENCE, 26.82 METERS (87.99 FT) NW
 JD2683'FROM THE W END OF THE GATE INTO THE MEADOW, 22.98 METERS (75.39 FT) E
 JD2683'FROM THE W FENCE OF THE MEADOW, AND 1.5 METERS (4.9 FT) LOWER THAN THE
 JD2683'STATION.  RM NO 4, IS A STANDARD NGS DISK STAMPED---KNOBBY 1948 NO 4
 JD2683'1983---, SET INTO THE TOP OF A BOULDER, 1.0 FT, (0.3 M) 0.3 METERS,
 JD2683'(1.0 FT) IN DIMENSION.  THE STATION IS LOCATED 43.28 METERS (141.99
 JD2683'FT) NNW FOM THE W GATE POST OF THE GATE INTO THE MEADOW, 34.63 METERS
 JD2683'(113.62 FT) E FROM THE W FENCE OF THE MEADOW, AND 1.5 METERS LOWER
 JD2683'THAN THE STATION.  AZ MK NO 1, IS A STANDARD CGS DISK STAMPED---KNOBBY
 JD2683'1948---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 JD2683'CM) IN DIAMETER, PROJECTING 6 INCHES, 15 CM, ABOVE THE GROUND.  THE
 JD2683'STATION IS LOCATED 9.15 METERS (30.02 FT) N FROM THE CENTERLINE OF THE
 JD2683'ROAD, 0.91 METERS (2.99 FT) E FROMN A FENCE CORNER.  TO REACH THE AZ
 JD2683'MK FROM THE STATION, GO W ON THE GRAVELED ROAD FOR 0.80 KM (0.50 MI)
 JD2683'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0931 ***********************************************************************
 HC0931  DESIGNATION -  KNOBLICK
 HC0931  PID         -  HC0931
 HC0931  STATE/COUNTY-  MO/ST FRANCOIS
 HC0931  USGS QUAD   -  WACHITA MOUNTAIN (1980)
 HC0931
 HC0931                         *CURRENT SURVEY CONTROL
 HC0931  ___________________________________________________________________
 HC0931* NAD 83(1997)-  37 39 50.12005(N)    090 23 08.33779(W)     ADJUSTED  
 HC0931* NAVD 88     -       406.     (meters)    1332.     (feet)  SCALED    
 HC0931  ___________________________________________________________________
 HC0931  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 HC0931  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HC0931
 HC0931  HORZ ORDER  -  FIRST
 HC0931
 HC0931.The horizontal coordinates were established by classical geodetic methods
 HC0931.and adjusted by the National Geodetic Survey in February 2000..
 HC0931
 HC0931.The orthometric height was scaled from a topographic map.
 HC0931
 HC0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0931
 HC0931.The geoid height was determined by GEOID03.
 HC0931
 HC0931;                    North         East     Units Scale Factor Converg.
 HC0931;SPC MO E     -   203,138.487   260,088.687   MT  0.99993459   +0 04 11.5
 HC0931;UTM  15      - 4,171,743.425   730,597.001   MT  1.00025502   +1 35 53.3
 HC0931
 HC0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0931!SPC MO E     -   0.99994087  x   0.99993459  =   0.99987546
 HC0931!UTM  15      -   0.99994087  x   1.00025502  =   1.00019587
 HC0931
 HC0931|---------------------------------------------------------------------|
 HC0931| PID    Reference Object                     Distance      Geod. Az  |
 HC0931|                                                           dddmmss.s |
 HC0931| HC0932 KNOB LICK FIRE TOWER                 13.171 METERS 03111     |
 HC0931| HC0920 HIGDON FIRE TOWER                   APPROX.20.5 KM 0993628.4 |
 HC0931| HC0927 FREDERICKTOWN TALL BRICK STACK      APPROX.15.9 KM 1430455.5 |
 HC0931| HC0925 FREDERICKTOWN MUNICIPAL TANK        APPROX.14.5 KM 1464134.8 |
 HC0931| CI4014 KNOBLICK AZ MK                                     2001457.2 |
 HC0931| HC0928 BLUE FIRE TOWER                     APPROX.16.1 KM 2161817.8 |
 HC0931| CI4015 KNOBLICK RM 1                        18.808 METERS 24147     |
 HC0931| HC1042 BIRCH FIRE TOWER                    APPROX.12.7 KM 2700518.2 |
 HC0931| CI4016 KNOBLICK RM 2                        20.927 METERS 33816     |
 HC0931| HC0939 FARMINGTON MUNICIPAL TANK           APPROX.13.1 KM 3431851.8 |
 HC0931| HC0935 FARMINGTON RADIO STA KREI MAST      APPROX.14.4 KM 3512448.5 |
 HC0931|---------------------------------------------------------------------|
 HC0931
 HC0931                          SUPERSEDED SURVEY CONTROL
 HC0931
 HC0931  NAD 83(1997)-  37 39 50.12659(N)    090 23 08.33615(W) AD(       ) 1
 HC0931  NAD 83(1986)-  37 39 50.13230(N)    090 23 08.33546(W) AD(       ) 1
 HC0931  NAD 27      -  37 39 49.95800(N)    090 23 07.90200(W) AD(       ) 1
 HC0931
 HC0931.Superseded values are not recommended for survey control.
 HC0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0931.See file dsdata.txt to determine how the superseded data were derived.
 HC0931
 HC0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3059771743(NAD 83)
 HC0931_MARKER: DS = TRIANGULATION STATION DISK
 HC0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0931+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 HC0931
 HC0931  HISTORY     - Date     Condition        Report By
 HC0931  HISTORY     - 1938     MONUMENTED       CGS
 HC0931  HISTORY     - 1956     GOOD             CGS
 HC0931  HISTORY     - 20020612 GOOD             MODNR
 HC0931
 HC0931                          STATION DESCRIPTION
 HC0931
 HC0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0931'STATION IS ON KNOB LICK MOUNTAIN, A HIGH AND PROMINENT, WOODED
 HC0931'MOUNTAIN LYING ABOUT 1 MILE SOUTHWEST OF THE VILLAGE OF KNOB
 HC0931'LICK, THE HIGHEST POINT IN ALL THE VICINITY.  MARK IS SET 42.26
 HC0931'FEET SOUTHWEST OF CENTER OF KNOB LICK FIRE TOWER, PROJECTING
 HC0931'ABOUT 6 INCHES.
 HC0931'
 HC0931'TO REACH FROM KNOB LICK, DRIVE WEST FROM RAILROAD CROSSING 1.3
 HC0931'MILES TO THE TOP OF THE DIVIDE AND JUST EAST OF A SMALL RED
 HC0931'HOUSE ON LEFT SIDE OF ROAD, TURN LEFT HERE AND FOLLOW TRACK
 HC0931'ROAD 1.05 MILES TO TOP OF MOUNTAIN, SOUTH TO FIRE TOWER AND
 HC0931'STATION.
 HC0931'
 HC0931'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND AZIMUTH MARKS
 HC0931'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HC0931'REFERENCE MARK NO. 1 IS STANDARD BRONZE DISK IN OUTCROPPING
 HC0931'BEDROCK.
 HC0931'
 HC0931'REFERENCE MARK NO. 1 IS SET WEST-SOUTHWEST OF STATION, DISTANCE
 HC0931'61.82 FEET.  REFERENCE MARK NO. 2 IS SET NORTHWEST OF STATION,
 HC0931'PROJECTING ABOUT SIX INCHES.  DISTANCE FROM STATION IS 68.66 FEET
 HC0931'DISTANCE FROM FIRE TOWER CENTER IS 54.86 FEET.
 HC0931'
 HC0931'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 HC0931'97.43 FEET.  AZIMUTH MARK IS ABOUT 1 MILE SOUTH-SOUTHWEST OF
 HC0931'STATION ALONG ROAD AT BASE OF MOUNTAIN, SOUTH SIDE.  REACHED FROM
 HC0931'STATION, DRIVE DOWN TRACK ROAD 1.05 MILES TO BASE OF MOUNTAIN
 HC0931'AND KNOB LICK ROAD, THENCE TURN LEFT FOR 1.1 MILES TO T-ROAD,
 HC0931'THENCE LEFT 2.35 MILES TO SIDE ROAD LEFT, TURN LEFT ON THAT
 HC0931'ROAD FOR 0.2 MILE TO MARK ON LEFT SIDE, SOUTH OF ROAD.  MARK
 HC0931'PROJECTS ABOUT 8 INCHES, SET 20 FEET SOUTH OF CENTER LINE OF
 HC0931'ROAD IN FENCE LINE, 10 FEET WEST OF 12-INCH OAK TREE.
 HC0931'
 HC0931'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HC0931
 HC0931                          STATION RECOVERY (1956)
 HC0931
 HC0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0931'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 HC0931'CONDITION AS DESCRIBED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HC0931'
 HC0931'THE STATION IS LOCATED, AIRLINE, 8 MILES SOUTH OF FARMINGTON, 8
 HC0931'MILES SOUTHEAST OF DOE RUN, 3/4 MILE SOUTHWEST OF THE VILLAGE
 HC0931'OF KNOB LICK, AND ON THE HIGHEST PART OF KNOB LICK MOUNTAIN
 HC0931'NEAR THE FIRE LOOKOUT TOWER.
 HC0931'
 HC0931'THE STATION IS A STANDARD BRONZE DISK STAMPED KNOBLICK 1938, SET
 HC0931'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 HC0931'6 INCHES.  IT IS 43.20 FEET SOUTH SOUTHWEST OF THE LOOKOUT TOWER.
 HC0931'
 HC0931'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 HC0931'AND STAMPED KNOBLICK 1938.
 HC0931'
 HC0931'REFERENCE MARK 1 IS A STANDARD BRONZE DISK STAMPED KNOBLICK NO
 HC0931'1 1938, SET IN AN OUTCROPPING OF BEDROCK PROJECTING ABOUT 18
 HC0931'INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 HC0931'THAN THE STATION.
 HC0931'
 HC0931'REFERENCE MARK 2 IS A STANDARD BRONZE DISK STAMPED KNOBLICK NO 2
 HC0931'1938, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HC0931'PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 35 FEET
 HC0931'SOUTHWEST OF THE WEST SIDE OF A SMALL TIN BUILDING AND IS
 HC0931'ABOUT THE SAME ELEVATION AS THE STATION.
 HC0931'
 HC0931'THE KNOB LICK LOOKOUT TOWER IS A FOUR LEGGED STEEL STRUCTURE
 HC0931'ABOUT 100 FEET HIGH WITH A GLASS ENCLOSED HOUSE ON TOP THAT IS
 HC0931'ABOUT 8 FEET SQUARE.  THE TOWER IS BUILT ON GROUND THAT IS ABOUT
 HC0931'THE SAME ELEVATION AS THE STATION.
 HC0931'
 HC0931'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KNOBLICK 1938 SET IN
 HC0931'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES
 HC0931'ABOVE THE GROUND.  THE MARK IS 20 FEET SOUTH OF THE CENTERLINE OF
 HC0931'A GRAVEL ROAD, 10 FEET WEST OF A LARGE OAK TREE AND IN AN
 HC0931'EAST-WEST FENCE LINE.
 HC0931'
 HC0931'TO REACH THE STATION FROM THE U.S. POST OFFICE IN THE VILLAGE
 HC0931'OF KNOB LICK GO SOUTHERLY ALONG EAST SIDE OF RAILROAD ON A
 HC0931'GRAVEL ROAD FOR 0.3 MILE TO A RAILROAD CROSSING.  CROSS THE
 HC0931'RAILROAD AND GO SOUTHWESTERLY ON THE GRAVEL ROAD FOR 0.25 MILE TO
 HC0931'A T-ROAD RIGHT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 HC0931'CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.8 MILE TO A
 HC0931'T-ROAD RIGHT.  TURN RIGHT ON THE T-ROAD AND GO WESTERLY FOR 0.85
 HC0931'MILE TO THE AZIMUTH MARK ON THE LEFT).  TURN RIGHT ON THE T-ROAD
 HC0931'AND GO WESTERLY FOR 1.05 MILES TO THE END OF THE GRADED ROAD.
 HC0931'TURN RIGHT ON A TRACK ROAD FOR 0.05 MILE TO THE KNOB LICK
 HC0931'FIRE TOWER AND THE STATION.
 HC0931
 HC0931                          STATION RECOVERY (2002)
 HC0931
 HC0931'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (SEW)
 HC0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0897 ***********************************************************************
 HC0897  DESIGNATION -  KNOTWEEL LOOKOUT TOWER
 HC0897  PID         -  HC0897
 HC0897  STATE/COUNTY-  MO/PHELPS
 HC0897  USGS QUAD   -  KAINTUCK HOLLOW (1985)
 HC0897
 HC0897                         *CURRENT SURVEY CONTROL
 HC0897  ___________________________________________________________________
 HC0897* NAD 83(1997)-  37 52 20.61089(N)    091 56 44.11986(W)     ADJUSTED  
 HC0897* NAVD 88     -                                                        
 HC0897  ___________________________________________________________________
 HC0897  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 HC0897  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HC0897
 HC0897  HORZ ORDER  -  THIRD
 HC0897
 HC0897.The horizontal coordinates were established by classical geodetic methods
 HC0897.and adjusted by the National Geodetic Survey in February 2000..
 HC0897
 HC0897
 HC0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0897
 HC0897.The geoid height was determined by GEOID03.
 HC0897
 HC0897;                    North         East     Units Scale Factor Converg.
 HC0897;SPC MO C     -   226,414.155   548,776.492   MT  0.99996263   +0 20 25.3
 HC0897;UTM  15      - 4,192,180.675   592,735.968   MT  0.99970592   +0 38 50.5
 HC0897
 HC0897                          SUPERSEDED SURVEY CONTROL
 HC0897
 HC0897  NAD 83(1986)-  37 52 20.62549(N)    091 56 44.11632(W) AD(       ) 4
 HC0897  NAD 27      -  37 52 20.47700(N)    091 56 43.52500(W) AD(       ) 3
 HC0897
 HC0897.Superseded values are not recommended for survey control.
 HC0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0897.See file dsdata.txt to determine how the superseded data were derived.
 HC0897
 HC0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9273692181(NAD 83)
 HC0897_MARKER: 57 = LOOKOUT TOWER
 HC0897
 HC0897  HISTORY     - Date     Condition        Report By
 HC0897  HISTORY     - 1946     FIRST OBSERVED   CGS
 HC0897
 HC0897                          STATION DESCRIPTION
 HC0897
 HC0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HC0897'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF NEWBURG
 HC0897'AND 125 FEET EAST OF THE CENTERLINE OF COUNTY ROAD P.
 HC0897'
 HC0897'THE TOWER IS OF STEEL CONSTRUCTED LEGS AND WOODEN CONSTRUCTED
 HC0897'CABIN, ABOUT 100 FEET HIGH AND IS FOUR LEGGED.  IT IS ABOUT 15
 HC0897'FEET SQUARE AT THE BASE.  THE TOWER IS SILVER IN COLOR.
 HC0897'
 HC0897'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
 HC0897'
 HC0897'TO REACH FROM THE POST OFFICE IN NEWBURG, GO SOUTH ON COUNTY
 HC0897'ROAD T FOR 0.4 MILE, CROSSING RAILROAD TRACKS AND BRIDGE.
 HC0897'TURN RIGHT ON COUNTY ROAD P, T-ROAD JUNCTION WITH COUNTY
 HC0897'ROAD T, AND GO 4.7 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0603 ***********************************************************************
 KC0603  DESIGNATION -  KNOX
 KC0603  PID         -  KC0603
 KC0603  STATE/COUNTY-  MO/LINCOLN
 KC0603  USGS QUAD   -  LUCKETT RIDGE (1975)
 KC0603
 KC0603                         *CURRENT SURVEY CONTROL
 KC0603  ___________________________________________________________________
 KC0603* NAD 83(1997)-  39 05 44.71780(N)    090 45 38.46870(W)     ADJUSTED  
 KC0603* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 KC0603  ___________________________________________________________________
 KC0603  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KC0603  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KC0603
 KC0603  HORZ ORDER  -  FIRST
 KC0603
 KC0603.The horizontal coordinates were established by classical geodetic methods
 KC0603.and adjusted by the National Geodetic Survey in February 2000..
 KC0603
 KC0603.The orthometric height was scaled from a topographic map.
 KC0603
 KC0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0603
 KC0603.The geoid height was determined by GEOID03.
 KC0603
 KC0603;                    North         East     Units Scale Factor Converg.
 KC0603;SPC MO E     -   362,092.804   227,449.688   MT  0.99993959   -0 09 51.8
 KC0603;SPC IL W     -   269,767.009   648,614.525   MT  0.99997368   -0 22 28.6
 KC0603;SPC IL W     -   885,060.60  2,127,996.15   sFT  0.99997368   -0 22 28.6
 KC0603;UTM  15      - 4,329,789.851   693,654.718   MT  1.00006179   +1 24 45.3
 KC0603
 KC0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0603!SPC MO E     -   0.99997256  x   0.99993959  =   0.99991215
 KC0603!SPC IL W     -   0.99997256  x   0.99997368  =   0.99994624
 KC0603!UTM  15      -   0.99997256  x   1.00006179  =   1.00003435
 KC0603
 KC0603:                Primary Azimuth Mark                     Grid Az
 KC0603:SPC MO E     -  SNIDER                                   066 19 52.4
 KC0603:SPC IL W     -  SNIDER                                   066 32 29.2
 KC0603:UTM  15      -  SNIDER                                   064 45 15.3
 KC0603
 KC0603|---------------------------------------------------------------------|
 KC0603| PID    Reference Object                     Distance      Geod. Az  |
 KC0603|                                                           dddmmss.s |
 KC0603| KC0600 SNIDER                              APPROX.10.7 KM 0661000.6 |
 KC0603| CM2625 WT BURLINGTON RR                                   3464657.0 |
 KC0603|---------------------------------------------------------------------|
 KC0603
 KC0603                          SUPERSEDED SURVEY CONTROL
 KC0603
 KC0603  NAD 83(1997)-  39 05 44.71787(N)    090 45 38.46853(W) AD(       ) 1
 KC0603  NAD 83(1986)-  39 05 44.72680(N)    090 45 38.46518(W) AD(       ) 1
 KC0603  NAD 27      -  39 05 44.55200(N)    090 45 38.01600(W) AD(       ) 1
 KC0603
 KC0603.Superseded values are not recommended for survey control.
 KC0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0603.See file dsdata.txt to determine how the superseded data were derived.
 KC0603
 KC0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD9365529790(NAD 83)
 KC0603_MARKER: V = STONE MONUMENT
 KC0603_SETTING: 0 = UNSPECIFIED SETTING
 KC0603
 KC0603  HISTORY     - Date     Condition        Report By
 KC0603  HISTORY     - 1931     MONUMENTED       MRC
 KC0603  HISTORY     - 1975     POOR             LOCENG
 KC0603
 KC0603                          STATION DESCRIPTION
 KC0603
 KC0603'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 KC0603'ABOUT 5-1/2 MILES, AIR LINE, SOUTH BY EAST OF ELSBERRY, ABOUT
 KC0603'3.7 MILES NORTH OF FOLEY, 2 MILES ABOVE KINGS LAKE STATION, ON
 KC0603'LAND OWNED BY MR. KNOX, ON SLOPE ABOUT 150 METERS (492 FEET)
 KC0603'CAST OF HIGH KNOLL, ABOUT 50 FEET LOWER IN ELEVATION AND ABOUT
 KC0603'200 METERS (656 FEET) NORTH BY WEST OF MR. KNOXS HOUSE, ABOUT
 KC0603'950 METERS (3,117 FEET) WEST OF CHICAGO, BURLINGTON AND QUINCY
 KC0603'RAILROAD, AND 14 METERS (46 FEET) IN FRONT OF LINE OF TELEPHONE
 KC0603'POLES.  TO REACH FROM ELSBERRY, GO SOUTH ABOUT 6 MILES ON
 KC0603'COUNTY ROAD TO LANE LEADING TO KNOXS HOUSE, TURN WEST ACROSS
 KC0603'RAILROAD, AND CONTINUE UP HILL TO STATION SITE.  MARKED BY
 KC0603'STANDARD MISSISSIPPI RIVER COMMISSION LIMESTONE POST
 KC0603'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  MARK IS BROKEN OFF
 KC0603'AT TOP BUT ENOUGH REMAINS TO DETERMINE CENTER.  BEARING
 KC0603'FROM STATION TO RAILROAD WATER TANK AT ELSBERRY IS N 13 DEG 13 MIN W.
 KC0603
 KC0603                          STATION RECOVERY (1975)
 KC0603
 KC0603'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 KC0603'FROM 4 WAY STOP CROSSROADS IN FOLEY TRAVEL NORTH ON ROUTE 79 FOR
 KC0603'0.45 MILES.  TURN RIGHT ON GRAVEL ROAD, OVER RAILROAD TRACKS AND
 KC0603'NORTH ALONG BASE OF BLUFFS FOR 3.2 MILES.  AT THIS POINT, TURN LEFT
 KC0603'OVER RAILROAD TRACKS ON TO LANE.  0.6 MILES ALONG LANE IS A LOCKED
 KC0603'GATE NEAR A HOUSE.  THE STATION IS ABOUT 500 FEET ALONG LANE
 KC0603'BEYOND THE GATE IN THE YARD OF A SMALL COTTAGE.  IT IS A BROKEN
 KC0603'TOP STONE AS DESCRIBED.  THE RAILROAD WATER TANK IS NO LONGER THERE.
 KC0603'
 KC0603'PROPERTY IS RENTED BY GUY STONE WHO LIVES ON ADJOINING PROPERTY NORTH
 KC0603'OF STATION.
 KC0603'
 KC0603'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 KC0603'ELLSBERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1001 ***********************************************************************
 HC1001  DESIGNATION -  KNOX
 HC1001  PID         -  HC1001
 HC1001  STATE/COUNTY-  MO/WAYNE
 HC1001  USGS QUAD   -  PIEDMONT SE (1967)
 HC1001
 HC1001                         *CURRENT SURVEY CONTROL
 HC1001  ___________________________________________________________________
 HC1001* NAD 83(1997)-  37 01 46.94629(N)    090 34 58.36615(W)     ADJUSTED  
 HC1001* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 HC1001  ___________________________________________________________________
 HC1001  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 HC1001  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HC1001
 HC1001  HORZ ORDER  -  THIRD
 HC1001
 HC1001.The horizontal coordinates were established by classical geodetic methods
 HC1001.and adjusted by the National Geodetic Survey in February 2000..
 HC1001
 HC1001.The orthometric height was scaled from a topographic map.
 HC1001
 HC1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1001
 HC1001.The geoid height was determined by GEOID03.
 HC1001
 HC1001;                    North         East     Units Scale Factor Converg.
 HC1001;SPC MO E     -   132,752.430   242,626.120   MT  0.99993400   -0 02 59.7
 HC1001;UTM  15      - 4,100,899.986   714,999.855   MT  1.00016948   +1 27 22.4
 HC1001
 HC1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1001!SPC MO E     -   0.99996713  x   0.99993400  =   0.99990113
 HC1001!UTM  15      -   0.99996713  x   1.00016948  =   1.00013660
 HC1001
 HC1001:                Primary Azimuth Mark                     Grid Az
 HC1001:SPC MO E     -  KNOX RM 3                                028 10 58.1
 HC1001:UTM  15      -  KNOX RM 3                                026 40 36.0
 HC1001
 HC1001|---------------------------------------------------------------------|
 HC1001| PID    Reference Object                     Distance      Geod. Az  |
 HC1001|                                                           dddmmss.s |
 HC1001| CI4019 KNOX RM 3                                          0280758.4 |
 HC1001| CI4017 KNOX RM 1                            27.408 METERS 03835     |
 HC1001| GE1066 WILLIAMSVILLE                       APPROX. 7.0 KM 1314730.6 |
 HC1001| CI4018 KNOX RM 2                            23.993 METERS 14553     |
 HC1001|---------------------------------------------------------------------|
 HC1001
 HC1001                          SUPERSEDED SURVEY CONTROL
 HC1001
 HC1001  NAD 83(1997)-  37 01 46.95347(N)    090 34 58.36538(W) AD(       ) 3
 HC1001  NAD 83(1986)-  37 01 46.95775(N)    090 34 58.36627(W) AD(       ) 3
 HC1001  NAD 27      -  37 01 46.77130(N)    090 34 57.94630(W) AD(       ) 3
 HC1001
 HC1001.Superseded values are not recommended for survey control.
 HC1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1001.See file dsdata.txt to determine how the superseded data were derived.
 HC1001
 HC1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1500000900(NAD 83)
 HC1001_MARKER: DS = TRIANGULATION STATION DISK
 HC1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC1001+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 HC1001
 HC1001  HISTORY     - Date     Condition        Report By
 HC1001  HISTORY     - 1963     MONUMENTED       CGS
 HC1001  HISTORY     - 20040721 GOOD             USACE
 HC1001
 HC1001                          STATION DESCRIPTION
 HC1001
 HC1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC1001'THE STATION IS ABOUT 4 MILES NORTH AND 2 MILES WEST OF WILLIAMSVILLE,
 HC1001'ABOUT 7-3/4 MILES WEST AND 7 MILES SOUTH OF GREENVILLE,
 HC1001'NEAR THE SECTION LINE BETWEEN SECTIONS 1 AND 2, T. 27 N.,
 HC1001'R. 4 E., AND ON THE PROPERTY OF THE CLARK NATIONAL FOREST.  IT
 HC1001'IS 30 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 30
 HC1001'FEET SOUTHWEST OF A 12 INCH OAK TREE WITH A TRIANGULAR BLAZE
 HC1001'ON THE EAST SIDE AND 5 FEET NORTHEAST OF A WITNESS POST.
 HC1001'THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED KNOX
 HC1001'1963.
 HC1001'
 HC1001'TO REACH FROM THE JUNCTION OF COUNTY ROADS A AND O IN WILLIAMSVILLE,
 HC1001'GO NORTH ON COUNTY ROAD A FOR 2.9 MILES TO A SIDE ROAD LEFT.
 HC1001'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 2.1 MILES TO
 HC1001'A SIDE ROAD RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD FOR
 HC1001'2.45 MILES TO THE STATION ON THE LEFT.
 HC1001'
 HC1001'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTH
 HC1001'ON THE GRAVELED ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT.
 HC1001'
 HC1001'REFERENCE MARK 1 IS 95 FEET NORTH OF A TWIN TRUNKED PINE
 HC1001'TREE, 62 FEET NORTHEAST OF THE 12 OAK TREE WITH THE TRIANGULAR
 HC1001'BLAZE AND 16 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HC1001'ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HC1001'KNOX NO 1 1963.
 HC1001'
 HC1001'REFERENCE MARK 2 IS 43 FEET SOUTH OF THE TWIN TRUNKED PINE
 HC1001'TREE, AND 17 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HC1001'ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HC1001'KNOX NO 2 1963.
 HC1001'
 HC1001'REFERENCE MARK 3 IS 17 FEET NORTHWEST OF THE CENTERLINE OF
 HC1001'THE GRAVELED ROAD, 12 FEET SOUTH OF A TWIN TRUNKED OAK TREE
 HC1001'AND 2 FEET SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS
 HC1001'6 INCHES AND THE DISK IS STAMPED KNOX NO 3 1963.
 HC1001'
 HC1001'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC1001
 HC1001                          STATION RECOVERY (2004)
 HC1001
 HC1001'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 HC1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1316 ***********************************************************************
 KE1316  DESIGNATION -  KNOXVILLE
 KE1316  PID         -  KE1316
 KE1316  STATE/COUNTY-  MO/RAY
 KE1316  USGS QUAD   -  KNOXVILLE (1979)
 KE1316
 KE1316                         *CURRENT SURVEY CONTROL
 KE1316  ___________________________________________________________________
 KE1316* NAD 83(1997)-  39 25 29.85917(N)    094 00 24.46976(W)     ADJUSTED  
 KE1316* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 KE1316  ___________________________________________________________________
 KE1316  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KE1316  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KE1316
 KE1316  HORZ ORDER  -  SECOND
 KE1316
 KE1316.The horizontal coordinates were established by classical geodetic methods
 KE1316.and adjusted by the National Geodetic Survey in February 2000..
 KE1316
 KE1316.The orthometric height was scaled from a topographic map.
 KE1316
 KE1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1316
 KE1316.The geoid height was determined by GEOID03.
 KE1316
 KE1316;                    North         East     Units Scale Factor Converg.
 KE1316;SPC MO W     -   361,741.651   892,465.247   MT  0.99996337   +0 18 47.6
 KE1316;UTM  15      - 4,364,420.220   413,342.693   MT  0.99969246   -0 38 21.9
 KE1316
 KE1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1316!SPC MO W     -   0.99995836  x   0.99996337  =   0.99992173
 KE1316!UTM  15      -   0.99995836  x   0.99969246  =   0.99965083
 KE1316
 KE1316|---------------------------------------------------------------------|
 KE1316| PID    Reference Object                     Distance      Geod. Az  |
 KE1316|                                                           dddmmss.s |
 KE1316| CL7256 KNOXVILLE RM 1                       17.084 METERS 07034     |
 KE1316| KE1317 KANSAS CITY CHICAGO AWY BCN 3         6.230 METERS 09242     |
 KE1316| CL7257 KNOXVILLE RM 2                       15.456 METERS 18408     |
 KE1316| CL7255 KNOXVILLE AZ MK                                    3410756.4 |
 KE1316|---------------------------------------------------------------------|
 KE1316
 KE1316                          SUPERSEDED SURVEY CONTROL
 KE1316
 KE1316  NAD 83(1997)-  39 25 29.86029(N)    094 00 24.47085(W) AD(       ) 2
 KE1316  NAD 83(1986)-  39 25 29.86440(N)    094 00 24.46902(W) AD(       ) 2
 KE1316  NAD 27      -  39 25 29.82326(N)    094 00 23.69876(W) AD(       ) 2
 KE1316
 KE1316.Superseded values are not recommended for survey control.
 KE1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1316.See file dsdata.txt to determine how the superseded data were derived.
 KE1316
 KE1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1334364420(NAD 83)
 KE1316_MARKER: DS = TRIANGULATION STATION DISK
 KE1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1316
 KE1316  HISTORY     - Date     Condition        Report By
 KE1316  HISTORY     - 1949     MONUMENTED       CGS
 KE1316  HISTORY     - 1964     GOOD             CGS
 KE1316  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 KE1316
 KE1316                          STATION DESCRIPTION
 KE1316
 KE1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1316'THE STATION IS LOCATED ABOUT 10.0 MILES NORTH OF RICHMOND AND 1.3
 KE1316'MILES SOUTH-SOUTHEAST OF KNOXVILLE ON LAND OWNED BY MR. W.N.
 KE1316'SCHOOLER AND OCCUPIED BY MR. G.W. SCHOOLER.  IT IS 70 FEET EAST
 KE1316'OF THE CENTER OF STATE ROUTE 13, 19 FEET EAST OF NORTH-SOUTH
 KE1316'FENCE LINE AND 16 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS
 KE1316'STAMPED KNOXVILLE 1949 AND SET 10 INCHES BELOW THE SURFACE OF
 KE1316'THE GROUND.
 KE1316'
 KE1316'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 75 FEET
 KE1316'EAST OF NORTH-SOUTH FENCE LINE, 39 FEET NORTH OF NORTHWEST CORNER
 KE1316'OF SHED AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 KE1316'KNOXVILLE NO 1 1949 AND PROJECTS 4 INCHES.
 KE1316'
 KE1316'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 65 FEET SOUTH OF
 KE1316'EAST-WEST FENCE LINE, 1 FOOT NORTH OF TELEPHONE POLE AND 1
 KE1316'FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED KNOXVILLE
 KE1316'NO 2 1949 AND PROJECTS 3 INCHES.
 KE1316'
 KE1316'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 60 FEET WEST
 KE1316'OF THE CENTER OF STATE ROUTE 13, 2 FEET SOUTH OF POWER LINE POLE,
 KE1316'2 FEET NORTHEAST OF WITNESS POST AND 2 FEET EAST OF NORTH-SOUTH
 KE1316'FENCE LINE.  IT IS STAMPED KNOXVILLE 1949 AND PROJECTS 3 INCHES.
 KE1316'
 KE1316'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 13 AND THE
 KE1316'MAIN STREET IN KNOXVILLE, GO SOUTH ON STATE ROUTE 13 FOR 0.65 MILE
 KE1316'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH
 KE1316'ON STATE ROUTE 13 FOR 0.65 MILE TO PASTURE ON THE LEFT AND STATION
 KE1316'IN THE NORTHWEST CORNER AS DESCRIBED.
 KE1316'
 KE1316'AN 87 FOOT SIGNAL AT STATION CRAB IS VISIBLE AT 37 FEET.
 KE1316'
 KE1316'A 100 FOOT SIGNAL AT STATION POLO IS VISIBLE AT 37 FEET.
 KE1316'
 KE1316'A 100 FOOT SIGNAL AT STATION MILLVILLE IS VISIBLE AT 37 FEET.
 KE1316'
 KE1316'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KE1316
 KE1316                          STATION RECOVERY (1964)
 KE1316
 KE1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KE1316'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1316'IN GOOD CONDITION, EXCEPT THAT THE STATION IS ABOUT 18 INCHES
 KE1316'BELOW THE SURFACE OF THE GROUND OR YARD AND THE LAND IS OWNED BY
 KE1316'MR. H.R. ODELL.
 KE1316'
 KE1316'THE AZIMUTH MARK IS 0.65 MILE NORTH-NORTHWEST OF THE STATION, 60
 KE1316'FEET WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 13, 9 FEET
 KE1316'EAST OF A POWER POLE, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE
 KE1316'FOR STATE HIGHWAY 13 AND A NEW STEEL WITNESS POST WITH A SIGN.
 KE1316'
 KE1316'TO REACH THE STATION FROM THE NEW KNOXVILLE PUBLIC SCHOOL BRICK
 KE1316'BUILDING AT THE SOUTH EDGE OF THE SMALL TOWN OF KNOXVILLE, GO
 KE1316'SOUTH-SOUTHEAST ON STATE HIGHWAY 13 FOR 0.6 MILE TO THE AZIMUTH
 KE1316'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH-SOUTHEAST ON
 KE1316'STATE HIGHWAY 13 FOR 0.65 MILE TO MR. ODELLS FARMHOUSE ON THE
 KE1316'LEFT AND THE STATION AS DESCRIBED.
 KE1316
 KE1316                          STATION RECOVERY (1980)
 KE1316
 KE1316'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (ATL)
 KE1316'AZ. MK. KNOXVILLE 1949 RECOVERED GOOD.
 KE1316'
 KE1316'NOTE--DID NOT SEARCH FOR STATION OR R.M.S.
 KE1316'
 KE1316'DISTANCE AND DIRECTION FROM NEAREST TOWN--KNOXVILLE - SOUTH OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2523 ***********************************************************************
 JD2523  DESIGNATION -  KOELTZTOWN ST BONIFACE CATH CH
 JD2523  PID         -  JD2523
 JD2523  STATE/COUNTY-  MO/OSAGE
 JD2523  USGS QUAD   -  ARGYLE (1987)
 JD2523
 JD2523                         *CURRENT SURVEY CONTROL
 JD2523  ___________________________________________________________________
 JD2523* NAD 83(1997)-  38 19 31.62736(N)    092 02 30.11545(W)     ADJUSTED  
 JD2523* NAVD 88     -                                                        
 JD2523  ___________________________________________________________________
 JD2523  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 JD2523  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JD2523
 JD2523  HORZ ORDER  -  THIRD
 JD2523
 JD2523.The horizontal coordinates were established by classical geodetic methods
 JD2523.and adjusted by the National Geodetic Survey in February 2000..
 JD2523
 JD2523
 JD2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2523
 JD2523.The geoid height was determined by GEOID03.
 JD2523
 JD2523;                    North         East     Units Scale Factor Converg.
 JD2523;SPC MO C     -   276,654.241   540,072.609   MT  0.99995310   +0 17 03.2
 JD2523;UTM  15      - 4,242,360.024   583,764.012   MT  0.99968641   +0 35 39.5
 JD2523
 JD2523                          SUPERSEDED SURVEY CONTROL
 JD2523
 JD2523  NAD 83(1986)-  38 19 31.64072(N)    092 02 30.11608(W) AD(       ) 4
 JD2523  NAD 27      -  38 19 31.49300(N)    092 02 29.48600(W) AD(       ) 3
 JD2523
 JD2523.Superseded values are not recommended for survey control.
 JD2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2523.See file dsdata.txt to determine how the superseded data were derived.
 JD2523
 JD2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC8376442360(NAD 83)
 JD2523_MARKER: 90 = CHURCH SPIRE
 JD2523
 JD2523  HISTORY     - Date     Condition        Report By
 JD2523  HISTORY     - 1879     FIRST OBSERVED   CGS
 JD2523  HISTORY     - 1947     GOOD             CGS
 JD2523
 JD2523                          STATION DESCRIPTION
 JD2523
 JD2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HWB)
 JD2523'THE 125-FOOT SPIRE OF LARGE BRICK ROMAN CATHOLIC CHURCH AT
 JD2523'KOELTZTOWN.
 JD2523
 JD2523                          STATION RECOVERY (1947)
 JD2523
 JD2523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2523'STATION IS ON THE EAST SIDE OF MAIN STREET IN THE VILLAGE OF
 JD2523'KOELTZTOWN.  IT IS A LARGE RED BRICK BUILDING ABOUT 100 FT. BY
 JD2523'60 FT.  THE TOP OF THE STEEPLE IS ABOUT 90 FT. HIGH AND HAS A
 JD2523'GOLD CROSS ON IT.  CHURCH SETS BACK FROM THE MIDDLE OF THE STREET
 JD2523'ABOUT 40 FT.
 JD2523'
 JD2523'TO REACH FROM THE POST OFFICE IN KOELTZTOWN.  GO SOUTH ON MAIN
 JD2523'STREET FOR 0.1 MILE TO STATION ON THE EAST SIDE OF THE STREET
 JD2523'AS DESCRIBED.
 JD2523'
 JD2523'THE POINT INTERSECTED WAS THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1117 ***********************************************************************
 KD1117  DESIGNATION -  KOGER
 KD1117  PID         -  KD1117
 KD1117  STATE/COUNTY-  MO/MACON
 KD1117  USGS QUAD   -  ELMER (1979)
 KD1117
 KD1117                         *CURRENT SURVEY CONTROL
 KD1117  ___________________________________________________________________
 KD1117* NAD 83(1997)-  39 57 08.91721(N)    092 42 01.08639(W)     ADJUSTED  
 KD1117* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 KD1117  ___________________________________________________________________
 KD1117  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KD1117  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD1117
 KD1117  HORZ ORDER  -  THIRD
 KD1117
 KD1117.The horizontal coordinates were established by classical geodetic methods
 KD1117.and adjusted by the National Geodetic Survey in February 2000..
 KD1117
 KD1117.The orthometric height was scaled from a topographic map.
 KD1117
 KD1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1117
 KD1117.The geoid height was determined by GEOID03.
 KD1117
 KD1117;                    North         East     Units Scale Factor Converg.
 KD1117;SPC MO C     -   457,191.324   482,884.742   MT  0.99993694   -0 07 43.0
 KD1117;UTM  15      - 4,422,525.647   525,599.897   MT  0.99960807   +0 11 32.8
 KD1117
 KD1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1117!SPC MO C     -   0.99996346  x   0.99993694  =   0.99990040
 KD1117!UTM  15      -   0.99996346  x   0.99960807  =   0.99957154
 KD1117
 KD1117|---------------------------------------------------------------------|
 KD1117| PID    Reference Object                     Distance      Geod. Az  |
 KD1117|                                                           dddmmss.s |
 KD1117| CL9688 KOGER RM 1                           14.813 METERS 00326     |
 KD1117| CL9689 KOGER RM 2                           12.598 METERS 25940     |
 KD1117| CL9687 KOGER AZ MK                                        3093354.0 |
 KD1117| LE0493 KANSAS CITY CHICAGO AWY BN 11       APPROX. 8.4 KM 3543931.8 |
 KD1117|---------------------------------------------------------------------|
 KD1117
 KD1117                          SUPERSEDED SURVEY CONTROL
 KD1117
 KD1117  NAD 83(1997)-  39 57 08.91893(N)    092 42 01.09151(W) AD(       ) 3
 KD1117  NAD 83(1986)-  39 57 08.92075(N)    092 42 01.09506(W) AD(       ) 3
 KD1117  NAD 27      -  39 57 08.80450(N)    092 42 00.40290(W) AD(       ) 3
 KD1117
 KD1117.Superseded values are not recommended for survey control.
 KD1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1117.See file dsdata.txt to determine how the superseded data were derived.
 KD1117
 KD1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE2560022526(NAD 83)
 KD1117_MARKER: DS = TRIANGULATION STATION DISK
 KD1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1117
 KD1117  HISTORY     - Date     Condition        Report By
 KD1117  HISTORY     - 1948     MONUMENTED       CGS
 KD1117  HISTORY     - 1966     GOOD             CGS
 KD1117
 KD1117                          STATION DESCRIPTION
 KD1117
 KD1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1117'STATION IS LOCATED ABOUT 3 MILES WEST OF ELMER AND 4 MILES
 KD1117'NORTH AND 2 MILES EAST OF ETHEL NEAR THE CENTER OF THE EAST SIDE
 KD1117'OF SEC. 5, T. 59 N., R. 16 W., 17 FEET WEST OF THE CENTERLINE
 KD1117'OF DIRT ROAD, 12 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 KD1117'OF MACHINE SHED ON THE TED KOGER FARM AND 11 FEET SOUTH OF A REA
 KD1117'POWER POLE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISC
 KD1117'IS STAMPED KOGER 1948.
 KD1117'
 KD1117'REFERENCE MARK NO. 1 IS 48.60 FEET NORTH OF THE STATION, 14 FEET
 KD1117'WEST OF THE CENTERLINE OF DIRT ROAD AND 1 FOOT EAST OF A
 KD1117'SOUTHEAST FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE
 KD1117'DISC IS STAMPED KOGER NO 1 1948.
 KD1117'
 KD1117'REFERENCE MARK NO. 2 IS 41.33 FEET WEST-SOUTHWEST OF THE
 KD1117'STATION, 1 FOOT NORTH OF THE NORTHWEST CORNER OF MACHINE SHED
 KD1117'AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 KD1117'DISC IS STAMPED KOGER NO 2 1948.
 KD1117'
 KD1117'THE AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION, 29 FEET
 KD1117'SOUTH OF THE CENTERLINE OF GRADED ROAD, 2 FEET EAST-SOUTHEAST
 KD1117'OF AN EAST GATE POST AND 1 FOOT SOUTH OF FENCE.  THE MARK
 KD1117'PROJECTS 6 INCHES AND THE DISC IS STAMPED KOGER 1948.
 KD1117'
 KD1117'TO REACH THE STATION FROM THE CROSS-STREETS SOUTHWEST OF THE
 KD1117'DEPOT IN ELMER, GO SOUTHWEST ON GRAVEL ROAD ALONG THE WEST SIDE
 KD1117'OF RAILROAD TRACKS FOR 0.9 MILE TO THE CENTER OF THE BRIDGE
 KD1117'OVER THE CHARITON RIVER.  CONTINUE ON THE MAIN ROAD WEST FOR
 KD1117'1.5 MILES TO A T-INTERSECTION.  TURN RIGHT AND FOLLOW THE MAIN
 KD1117'ROAD NORTH AND WEST FOR 0.7 MILE TO A DIRT ROAD LEFT.  TURN
 KD1117'LEFT AND GO SOUTH FOR 0.05 MILE TO MR. TED KOGERS MACHINE SHED
 KD1117'ON THE RIGHT AND THE STATION AS DESCRIBED.
 KD1117'
 KD1117'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DIRT
 KD1117'ROAD FOR 0.05 MILE TO THE MAIN ROAD.  TURN LEFT AND GO NORTH AND
 KD1117'WEST FOR 0.5 MILE TO FARM BUILDINGS ON THE RIGHT, A GATE ON
 KD1117'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 KD1117'
 KD1117'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1117
 KD1117                          STATION RECOVERY (1966)
 KD1117
 KD1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1117'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KD1117'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KD1117'
 KD1117'AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 KD1117'29 FEET SOUTH OF THE CENTER OF COUNTY ROAD J, 9 FEET
 KD1117'NORTH-NORTHEAST OF THE EAST GATE POST FOR A BOARD GATE, AND 1
 KD1117'FOOT EAST OF A METAL WITNESS POST.
 KD1117'
 KD1117'TO REACH THE STATION FROM THE CROSS STREET AT WEST SIDE OF RAIL
 KD1117'ROAD CROSSING IN ELMER, GO WESTERLY ON COUNTY ROAD J FOR 1.15
 KD1117'MILES TO A BRIDGE OF THE CHARITON RIVER.  CONTINUE WESTERLY ON
 KD1117'COUNTY ROAD J FOR 1.35 MILES TO THE JUNCTION OF COUNTY ROADS J
 KD1117'AND F.  TURN RIGHT AND GO NORTH AND WEST ON COUNTY ROAD J FOR
 KD1117'0.7 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH FOR
 KD1117'0.1 MILE TO FARM HOUSE AND THE STATION.
 KD1117'
 KD1117'TO REACH THE AZIMUTH MARK FROM COUNTY ROAD J NORTH OF STATION, GO
 KD1117'NORTH AND WEST ON COUNTY ROAD J FOR 0.55 MILE TO A HOUSE ON
 KD1117'THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1539 ***********************************************************************
 KE1539  DESIGNATION -  KRUG
 KE1539  PID         -  KE1539
 KE1539  STATE/COUNTY-  MO/BUCHANAN
 KE1539  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE1539
 KE1539                         *CURRENT SURVEY CONTROL
 KE1539  ___________________________________________________________________
 KE1539* NAD 83(1997)-  39 47 48.49183(N)    094 51 10.54799(W)     ADJUSTED  
 KE1539* NAVD 88     -       326.7    (meters)    1072.     (feet)  H LEVEL   
 KE1539  ___________________________________________________________________
 KE1539  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 KE1539  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KE1539
 KE1539  HORZ ORDER  -  SECOND
 KE1539
 KE1539.The horizontal coordinates were established by classical geodetic methods
 KE1539.and adjusted by the National Geodetic Survey in February 2000..
 KE1539
 KE1539.The orthometric height was determined by differential leveling
 KE1539.between control points not connected to bench marks.
 KE1539
 KE1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1539
 KE1539.The geoid height was determined by GEOID03.
 KE1539
 KE1539;                    North         East     Units Scale Factor Converg.
 KE1539;SPC MO W     -   402,967.343   819,774.548   MT  0.99995242   -0 13 33.2
 KE1539;SPC KS N     -   167,150.995   669,481.665   MT  1.00000221   +1 59 28.3
 KE1539;UTM  15      - 4,406,846.957   341,361.577   MT  0.99990983   -1 11 10.5
 KE1539
 KE1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1539!SPC MO W     -   0.99995375  x   0.99995242  =   0.99990618
 KE1539!SPC KS N     -   0.99995375  x   1.00000221  =   0.99995596
 KE1539!UTM  15      -   0.99995375  x   0.99990983  =   0.99986359
 KE1539
 KE1539:                Primary Azimuth Mark                     Grid Az
 KE1539:SPC MO W     -  ST JOSEPH COUNTRY CLUB TANK              027 54 32.9
 KE1539:SPC KS N     -  ST JOSEPH COUNTRY CLUB TANK              025 41 31.4
 KE1539:UTM  15      -  ST JOSEPH COUNTRY CLUB TANK              028 52 10.2
 KE1539
 KE1539|---------------------------------------------------------------------|
 KE1539| PID    Reference Object                     Distance      Geod. Az  |
 KE1539|                                                           dddmmss.s |
 KE1539| KE1540 ST JOSEPH COUNTRY CLUB TANK         APPROX. 4.7 KM 0274059.7 |
 KE1539| KE1550 ST JOSEPH STATE HOSPITAL 2 STK      APPROX. 4.5 KM 1241424.8 |
 KE1539| CL7264 KRUG RM 1                            39.514 METERS 15456     |
 KE1539| KE1544 ST JOSEPH SACRED HEART CONVENT      APPROX. 3.8 KM 1691405.1 |
 KE1539| KE1542 ST JOSEPH ROOSEVELT JR HS TWR       APPROX. 4.2 KM 1695857.8 |
 KE1539| KE1552 ST JOSEPH ST ANNS HALL N CUP        APPROX. 2.9 KM 1714006.0 |
 KE1539| KE1545 ST JOSEPH ST ANNS HALL S CUP        APPROX. 2.9 KM 1714336.6 |
 KE1539| KE1551 ST JOSEPHS HOSPITAL DOME            APPROX. 2.4 KM 1715949.7 |
 KE1539| KE1549 ST JOSEPH CITIES SER CORP STK       APPROX. 3.4 KM 1890408.8 |
 KE1539| KE1521 ST JOSEPH MORRIS AND CO STACK       APPROX. 8.6 KM 1910946.2 |
 KE1539| KE1531 ST JOSEPH ARMOUR AND CO STACK       APPROX. 8.8 KM 1924550.9 |
 KE1539| KE1532 ST JOSEPH ARMOUR AND CO TANK        APPROX. 8.8 KM 1930309.4 |
 KE1539| KE1548 ST JOSEPH RAD STA KFEQ S MAST       APPROX. 2.7 KM 2013543.1 |
 KE1539| KE1546 ST JOSEPH RAD STA KFEQ N MAST       APPROX. 2.7 KM 2021300.6 |
 KE1539| CL7265 KRUG RM 2                            20.422 METERS 22841     |
 KE1539| CL7263 KRUG AZ MK                                         3042539.5 |
 KE1539|---------------------------------------------------------------------|
 KE1539
 KE1539                          SUPERSEDED SURVEY CONTROL
 KE1539
 KE1539  NAD 83(1997)-  39 47 48.49182(N)    094 51 10.54800(W) AD(       ) 2
 KE1539  NAD 83(1997)-  39 47 48.49182(N)    094 51 10.54800(W) AD(       ) 2
 KE1539  NAD 83(1986)-  39 47 48.49457(N)    094 51 10.54341(W) AD(       ) 2
 KE1539  NAD 27      -  39 47 48.51900(N)    094 51 09.66300(W) AD(       ) 2
 KE1539
 KE1539.Superseded values are not recommended for survey control.
 KE1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1539.See file dsdata.txt to determine how the superseded data were derived.
 KE1539
 KE1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4136206847(NAD 83)
 KE1539_MARKER: DD = SURVEY DISK
 KE1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1539_STAMPING: KRUG 1934
 KE1539_MARK LOGO: CGS   
 KE1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1539+STABILITY: SURFACE MOTION
 KE1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1539+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 KE1539
 KE1539  HISTORY     - Date     Condition        Report By
 KE1539  HISTORY     - 1934     MONUMENTED       CGS
 KE1539  HISTORY     - 1947     GOOD             CGS
 KE1539  HISTORY     - 1954     GOOD             CGS
 KE1539  HISTORY     - 19931101 GOOD             MODNR
 KE1539
 KE1539                          STATION DESCRIPTION
 KE1539
 KE1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1539'STATION IS AT THE NW EDGE OF THE TOWN OF ST. JOSEPH, IN THE
 KE1539'SE 1/4 OF SECTION 32, T 58 N, R 35 W, ON THE HIGH POINT OF A
 KE1539'KNOLL IN THE SW CORNER OF KRUG PARK.  IT IS 18 FEET E OF THE
 KE1539'FENCE LINE WHICH BOUNDS THE W SIDE OF KRUG PARK, 34-1/2 FEET
 KE1539'E OF THE CENTER LINE OF N SIXTH STREET, 73 FEET ENE OF THE NE
 KE1539'CORNER OF HOUSE (3500 N SIXTH STREET), 87-1/2 FEET NE OF THE
 KE1539'SE CORNER OF THE HOUSE, 39-1/2 FEET W OF CENTER LINE OF PARK
 KE1539'DRIVE, 38 FEET WSW OF LAMP POST, 130 FEET NNW OF LAMP POST
 KE1539'WHICH STANDS AT THE MOST SOUTHWESTERLY EDGE OF A REVERSE
 KE1539'CURVE, 20 FEET N OF AN 8-INCH OAK TREE.  MARK IS FLUSH WITH
 KE1539'THE TOP OF THE GROUND.
 KE1539'
 KE1539'SURFACE, UNDERGROUND, REFERENCE NO. 2 AND AZIMUTH MARKS ARE
 KE1539'STANDARD BRONZE DISKS SET IN CONCRETE.
 KE1539'
 KE1539'REFERENCE MARK NO. 1 IS SSE OF THE STATION, SET IN DRILL HOLE
 KE1539'IN CONCRETE BASE OF THE LAMP POST THAT STANDS AT THE MOST
 KE1539'SOUTHWESTERLY EDGE OF REVERSE CURVE, IT IS 3 FEET SW OF THE
 KE1539'SW EDGE OF PARK DRIVE, 6 INCHES SW OF THE BASE OF LAMP POST.
 KE1539'MARK IS FLUSH WITH THE TOP OF GROUND.
 KE1539'
 KE1539'REFERENCE MARK NO. 2 IS SW OF THE STATION, 14 FEET W OF THE
 KE1539'CENTER LINE OF N SIXTH STREET, 21 FEET E OF THE SE CORNER OF
 KE1539'HOUSE (3500 N SIXTH STREET), 31 FEET SSE OF THE NE CORNER OF
 KE1539'THE HOUSE.  MARK IS FLUSH.
 KE1539'
 KE1539'AZIMUTH MARK IS NW OF THE STATION, 14 FEET S OF THE CENTER
 KE1539'LINE OF DRIVE TO MR. P. SPIEKS HOUSE AND ABOUT 7 FEET ABOVE,
 KE1539'2-1/2 FEET S OF ELECTRIC TRANSFORMER POLE, 83 FEET S OF THE SE
 KE1539'CORNER OF HOUSE, ABOUT 3 FEET E OF THE CREST OF RIDGE.  MARK
 KE1539'IS SET FLUSH WITH THE GROUND.
 KE1539'
 KE1539'TO REACH FROM STATION GO S ON N SIXTH STREET, 0.2 MILE TO
 KE1539'T-INTERSECTION, THENCE W 0.25 MILE TO INTERSECTION, THENCE N
 KE1539'0.3 MILE, THENCE W 0.25 MILE, THENCE N 0.1 MILE TO DRIVE
 KE1539'EASTWARD TO MR. P. SPIEKS HOUSE, THENCE E TO END OF DRIVE AND
 KE1539'MARK.
 KE1539'
 KE1539'TO REACH STATION FROM THE CORNER OF ST. JOSEPH STREET AND
 KE1539'KRUG PLACE, GO W ON KRUG PLACE 1 BLOCK, THENCE N, FOLLOWING
 KE1539'ONE WAY WINDING PARK DRIVE, 0.9 MILE TO SUMMIT OF GRADE AND
 KE1539'REVERSE CURVE, STATION IS W OF THIS POINT.
 KE1539'
 KE1539'ALL LIGHTS COME INTO VIEW AT 26 FEET.
 KE1539
 KE1539                          STATION RECOVERY (1947)
 KE1539
 KE1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 KE1539'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1539'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 KE1539
 KE1539                          STATION RECOVERY (1954)
 KE1539
 KE1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 KE1539'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 KE1539'ADEQUATE.
 KE1539
 KE1539                          STATION RECOVERY (1993)
 KE1539
 KE1539'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (RLW)
 KE1539'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION
 KE1539'IS ADEQUATE FOR RECOVERY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9796 ***********************************************************************
 AD9796  DESIGNATION -  KRUG ECC
 AD9796  PID         -  AD9796
 AD9796  STATE/COUNTY-  MO/BUCHANAN
 AD9796  USGS QUAD   -  ST JOSEPH NORTH (1978)
 AD9796
 AD9796                         *CURRENT SURVEY CONTROL
 AD9796  ___________________________________________________________________
 AD9796* NAD 83(1997)-  39 47 49.38466(N)    094 51 09.56697(W)     ADJUSTED  
 AD9796* NAVD 88     -       325.1    (meters)    1067.     (feet)  GPS OBS   
 AD9796  ___________________________________________________________________
 AD9796  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 AD9796  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 AD9796
 AD9796  HORZ ORDER  -  FIRST
 AD9796
 AD9796.The horizontal coordinates were established by GPS observations
 AD9796.and adjusted by the National Geodetic Survey in February 2000..
 AD9796
 AD9796.The orthometric height was determined by GPS observations and a
 AD9796.high-resolution geoid model.
 AD9796
 AD9796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9796
 AD9796.The geoid height was determined by GEOID03.
 AD9796
 AD9796;                    North         East     Units Scale Factor Converg.
 AD9796;SPC MO W     -   402,994.786   819,797.994   MT  0.99995240   -0 13 32.6
 AD9796;UTM  15      - 4,406,874.002   341,385.479   MT  0.99990974   -1 11 09.9
 AD9796
 AD9796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9796!SPC MO W     -   0.99995400  x   0.99995240  =   0.99990640
 AD9796!UTM  15      -   0.99995400  x   0.99990974  =   0.99986374
 AD9796
 AD9796                          SUPERSEDED SURVEY CONTROL
 AD9796
 AD9796  NAD 83(1997)-  39 47 49.38465(N)    094 51 09.56699(W) AD(       ) 1
 AD9796  NAD 83(1997)-  39 47 49.38465(N)    094 51 09.56699(W) AD(       ) 1
 AD9796  NAD 83(1986)-  39 47 49.38759(N)    094 51 09.56214(W) AD(       ) 1
 AD9796
 AD9796.Superseded values are not recommended for survey control.
 AD9796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9796.See file dsdata.txt to determine how the superseded data were derived.
 AD9796
 AD9796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE4138506874(NAD 83)
 AD9796_MARKER: DD = SURVEY DISK
 AD9796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9796_STAMPING: KRUG ECC 1993
 AD9796_MARK LOGO: MODNR 
 AD9796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD9796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9796+STABILITY: SURFACE MOTION
 AD9796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9796+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 AD9796
 AD9796  HISTORY     - Date     Condition        Report By
 AD9796  HISTORY     - 1993     MONUMENTED       MODNR
 AD9796  HISTORY     - 19960515 GOOD             MODNR
 AD9796  HISTORY     - 20060704 GOOD             GEOCAC
 AD9796
 AD9796                          STATION DESCRIPTION
 AD9796
 AD9796'DESCRIBED BY MO DEPT OF NAT RES 1996
 AD9796'A 30 IN COPPERWELD AND PLATE, SEE TABLE FOR OTHER MARKS. THE STATION
 AD9796'IS LOCATED IN THE SOUTHWEST PART OF KRUG PARK IN ST. JOSEPH, MO AND IN
 AD9796'THE NORTHWEST ANGLE OF THE INTERSECTION OF THE PARK DRIVE WITH A
 AD9796'CONNECTION (VIA LOCKED GATE) TO 5TH STREET TERRACE.  IT IS 21.2 FT
 AD9796'(6.5 M) WSW OF THE CENTER OF A LIGHT POLE, 11.95 FT (3.64 M) NORTH OF
 AD9796'A CUT ON THE CURB, 118.5 FT (36.1 M) NORTHEAST OF STATION KRUG, 1934,
 AD9796'83 3/4 FT NORTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH GATE POST AND
 AD9796'72 0.25 FT (7.62 CM) ESE OF THE SOUTHEAST CORNER OF THE NORTH GATE
 AD9796'POST.  STATION KRUG 1934 IS 49.5 FT (15.1 M) SOUTH OF THE SOUTHWEST
 AD9796'CORNER OF THE SOUTH GATE POST, 39.7 FT (12.1 M) SSW OF A 20 IN TREE,
 AD9796'35.2 FT (10.7 M) WEST OF A CUT CROSS ON THE CURB, 67.0 FT (20.4 M)
 AD9796'NORTHEAST OF RM NO.  2, 32.3 FT (9.8 M) EAST OF THE CENTER LINE OF 5TH
 AD9796'STREET TERRACE AND 1.5 FT (0.5 M) WEST OF AN 8 FT (2.4 M) HIGH CHAIN
 AD9796'LINK FENCE.  RM NO.  2 IS 14 FT (4.3 M) WEST OF THE CENTER LINE OF 5TH
 AD9796'STREET TERRACE, 21 FT (6.4 M) EAST OF THE SOUTHEAST CORNER OF HOUSE
 AD9796'3500 AND 31 FT (9.4 M) SSE OF THE NORTHEAST CORNER OF THE SAME HOUSE.
 AD9796'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 59 (ST.
 AD9796'JOSEPH AVENUE) WITH ROUTE K IN THE NORTHWEST PART OF ST.  JOSEPH, MO
 AD9796'GO SOUTH ON U.S.  HIGHWAY 59 FOR 1.1 MI (1.8 KM) TO ENTRANCE TO KRUG
 AD9796'PARK.  TURN RIGHT AND GO WEST FOR 0.15 MI (0.24 KM) TO TRAFFIC CIRCLE
 AD9796'AND BEGINNING OF ONE-WAY DRIVE THROUGH PARK.  TURN RIGHT AND FOLLOW
 AD9796'PARK DRIVE FOR 0.75 MI (1.21 KM) TO A JUNCTION WITH AN ACCESS ROAD TO
 AD9796'5TH STREET TERRACE ON THE RIGHT (WEST) SIDE AND ECC MARK IN THE
 AD9796'NORTHWEST ANGLE OF THE INTERSECTION. DATE OF REPORT 05-15-1996
 AD9796
 AD9796                          STATION RECOVERY (2006)
 AD9796
 AD9796'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AD9796' 
 AD9796' 
 AD9796' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0307 ***********************************************************************
 LE0307  DESIGNATION -  L 10
 LE0307  PID         -  LE0307
 LE0307  STATE/COUNTY-  MO/SULLIVAN
 LE0307  USGS QUAD   -  POLLOCK (1964)
 LE0307
 LE0307                         *CURRENT SURVEY CONTROL
 LE0307  ___________________________________________________________________
 LE0307* NAD 83(1986)-  40 17 04.     (N)    093 05 14.     (W)     SCALED    
 LE0307* NAVD 88     -       267.075  (meters)     876.23   (feet)  ADJUSTED  
 LE0307  ___________________________________________________________________
 LE0307  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LE0307  DYNAMIC HT  -         266.936 (meters)     875.77  (feet)  COMP
 LE0307  MODELED GRAV-     980,097.8   (mgal)                       NAVD 88
 LE0307
 LE0307  VERT ORDER  -  FIRST     CLASS II
 LE0307
 LE0307.The horizontal coordinates were scaled from a topographic map and have
 LE0307.an estimated accuracy of +/- 6 seconds.
 LE0307
 LE0307.The orthometric height was determined by differential leveling
 LE0307.and adjusted by the National Geodetic Survey in June 1991..
 LE0307
 LE0307.The geoid height was determined by GEOID03.
 LE0307
 LE0307.The dynamic height is computed by dividing the NAVD 88
 LE0307.geopotential number by the normal gravity value computed on the
 LE0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0307.degrees latitude (g = 980.6199 gals.).
 LE0307
 LE0307.The modeled gravity was interpolated from observed gravity values.
 LE0307
 LE0307;                    North         East    Units  Estimated Accuracy
 LE0307;SPC MO C     -   494,200.      450,070.      MT  (+/- 180 meters Scaled)
 LE0307
 LE0307                          SUPERSEDED SURVEY CONTROL
 LE0307
 LE0307  NGVD 29 (??/??/92)  267.062  (m)          876.19   (f) ADJ UNCH    1 2
 LE0307
 LE0307.Superseded values are not recommended for survey control.
 LE0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0307.See file dsdata.txt to determine how the superseded data were derived.
 LE0307
 LE0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE925593(NAD 83)
 LE0307_MARKER: DB = BENCH MARK DISK
 LE0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0307_STAMPING: 875.696 L 10 1930
 LE0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0307+STABILITY: SURFACE MOTION
 LE0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0307+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 LE0307
 LE0307  HISTORY     - Date     Condition        Report By
 LE0307  HISTORY     - 1930     MONUMENTED       CGS
 LE0307  HISTORY     - 1967     GOOD             NGS
 LE0307  HISTORY     - 20010501 GOOD             NRCS
 LE0307
 LE0307                          STATION DESCRIPTION
 LE0307
 LE0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0307'AT BOYNTON.
 LE0307'THIS MARK RECOVERED AT THE SMALL VILLAGE OF BOYNTON, ABOUT 350 FEET
 LE0307'NORTH OF THE CROSSING OF THE NEW HIGHWAY, 70 FEET SOUTH OF THE
 LE0307'CROSSING OF THE PRESENT HIGHWAY, 45 FEET SOUTHWEST OF THE TRACK
 LE0307'AND 2 FEET NORTHEAST OF A METAL WITNESS POST SET IN RAILROAD RIGHT
 LE0307'OF WAY FENCE.  THE RAILROAD STATION HAS BEEN REMOVED FROM BOYNTON.
 LE0307
 LE0307                          STATION RECOVERY (2001)
 LE0307
 LE0307'RECOVERY NOTE BY NATL RESOUR CONSERV 2001 (RCP)
 LE0307'RAILROAD LINES HAVE BEEN REMOVED. MARK SITS ON PRIVATE PROPERTY IN
 LE0307'CROP FIELD.  SUITABLE FOR GPS OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0514 ***********************************************************************
 JE0514  DESIGNATION -  L 10 B 1
 JE0514  PID         -  JE0514
 JE0514  STATE/COUNTY-  MO/CASS
 JE0514  USGS QUAD   -  MAIN CITY (1961)
 JE0514
 JE0514                         *CURRENT SURVEY CONTROL
 JE0514  ___________________________________________________________________
 JE0514* NAD 83(1986)-  38 29 23.     (N)    094 29 55.     (W)     SCALED    
 JE0514* NAVD 88     -       310.679  (meters)    1019.29   (feet)  ADJUSTED  
 JE0514  ___________________________________________________________________
 JE0514  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0514  DYNAMIC HT  -         310.463 (meters)    1018.58  (feet)  COMP
 JE0514  MODELED GRAV-     979,925.3   (mgal)                       NAVD 88
 JE0514
 JE0514  VERT ORDER  -  SECOND    CLASS 0
 JE0514
 JE0514.The horizontal coordinates were scaled from a topographic map and have
 JE0514.an estimated accuracy of +/- 6 seconds.
 JE0514
 JE0514.The orthometric height was determined by differential leveling
 JE0514.and adjusted by the National Geodetic Survey in June 1991..
 JE0514
 JE0514.The geoid height was determined by GEOID03.
 JE0514
 JE0514.The dynamic height is computed by dividing the NAVD 88
 JE0514.geopotential number by the normal gravity value computed on the
 JE0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0514.degrees latitude (g = 980.6199 gals.).
 JE0514
 JE0514.The modeled gravity was interpolated from observed gravity values.
 JE0514
 JE0514;                    North         East    Units  Estimated Accuracy
 JE0514;SPC MO W     -   257,810.      850,120.      MT  (+/- 180 meters Scaled)
 JE0514
 JE0514                          SUPERSEDED SURVEY CONTROL
 JE0514
 JE0514  NGVD 29 (??/??/92)  310.56   (m)         1018.9    (f) COMPUTED    2 0
 JE0514
 JE0514.Superseded values are not recommended for survey control.
 JE0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0514.See file dsdata.txt to determine how the superseded data were derived.
 JE0514
 JE0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC693612(NAD 83)
 JE0514_MARKER: DZ = AZIMUTH MARK DISK
 JE0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0514+STABILITY: SURFACE MOTION
 JE0514
 JE0514  HISTORY     - Date     Condition        Report By
 JE0514  HISTORY     - UNK      MONUMENTED       DOD
 JE0514  HISTORY     - 1963     GOOD             NGS
 JE0514
 JE0514                          STATION DESCRIPTION
 JE0514
 JE0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0514'8.4 MI W FROM ARCHIE.
 JE0514'ABOUT 0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0514'THE STATION AT ARCHIE, THENCE 8.25 MILES WEST ALONG STATE ROAD
 JE0514'A, 0.55 MILE WEST OF A COUNTRY STORE, 90 YARDS WEST OF A LONE
 JE0514'32-INCH TREE, 51.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JE0514'12 FEET SOUTH OF A FENCE, AND THE TOP SURFACE OVER THE CENTER
 JE0514'HOLE OF A METAL COVERED TRIBACH MOUNTED ON THE TOP OF AN 18-INCH
 JE0514'CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0511 ***********************************************************************
 JE0511  DESIGNATION -  L 10 B 2
 JE0511  PID         -  JE0511
 JE0511  STATE/COUNTY-  MO/CASS
 JE0511  USGS QUAD   -  MAIN CITY (1961)
 JE0511
 JE0511                         *CURRENT SURVEY CONTROL
 JE0511  ___________________________________________________________________
 JE0511* NAD 83(1986)-  38 29 32.     (N)    094 29 54.     (W)     SCALED    
 JE0511* NAVD 88     -       307.544  (meters)    1009.00   (feet)  ADJUSTED  
 JE0511  ___________________________________________________________________
 JE0511  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0511  DYNAMIC HT  -         307.330 (meters)    1008.30  (feet)  COMP
 JE0511  MODELED GRAV-     979,925.7   (mgal)                       NAVD 88
 JE0511
 JE0511  VERT ORDER  -  SECOND    CLASS 0
 JE0511
 JE0511.The horizontal coordinates were scaled from a topographic map and have
 JE0511.an estimated accuracy of +/- 6 seconds.
 JE0511
 JE0511.The orthometric height was determined by differential leveling
 JE0511.and adjusted by the National Geodetic Survey in June 1991..
 JE0511
 JE0511.The geoid height was determined by GEOID03.
 JE0511
 JE0511.The dynamic height is computed by dividing the NAVD 88
 JE0511.geopotential number by the normal gravity value computed on the
 JE0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0511.degrees latitude (g = 980.6199 gals.).
 JE0511
 JE0511.The modeled gravity was interpolated from observed gravity values.
 JE0511
 JE0511;                    North         East    Units  Estimated Accuracy
 JE0511;SPC MO W     -   258,080.      850,150.      MT  (+/- 180 meters Scaled)
 JE0511
 JE0511                          SUPERSEDED SURVEY CONTROL
 JE0511
 JE0511  NGVD 29 (??/??/92)  307.43   (m)         1008.6    (f) COMPUTED    2 0
 JE0511
 JE0511.Superseded values are not recommended for survey control.
 JE0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0511.See file dsdata.txt to determine how the superseded data were derived.
 JE0511
 JE0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC693614(NAD 83)
 JE0511_MARKER: DZ = AZIMUTH MARK DISK
 JE0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0511+STABILITY: SURFACE MOTION
 JE0511
 JE0511  HISTORY     - Date     Condition        Report By
 JE0511  HISTORY     - UNK      MONUMENTED       DOD
 JE0511  HISTORY     - 1963     GOOD             NGS
 JE0511
 JE0511                          STATION DESCRIPTION
 JE0511
 JE0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0511'8.4 MI W FROM ARCHIE.
 JE0511'ABOUT 0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0511'THE STATION AT ARCHIE, THENCE 8.05 MILES WEST ALONG STATE ROAD
 JE0511'A, THENCE 0.2 MILE NORTH ACROSS COUNTY, 0.2 MILE NORTH-NORTHWEST
 JE0511'OF A ROAD JUNCTION, 250 FEET EAST OF THE MOST EASTERLY ONE OF
 JE0511'5 CEDAR TREES, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 JE0511'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 JE0511'CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0516 ***********************************************************************
 JE0516  DESIGNATION -  L 10 Z
 JE0516  PID         -  JE0516
 JE0516  STATE/COUNTY-  MO/CASS
 JE0516  USGS QUAD   -  MAIN CITY (1961)
 JE0516
 JE0516                         *CURRENT SURVEY CONTROL
 JE0516  ___________________________________________________________________
 JE0516* NAD 83(1986)-  38 29 03.     (N)    094 29 55.     (W)     SCALED    
 JE0516* NAVD 88     -       313.608  (meters)    1028.90   (feet)  ADJUSTED  
 JE0516  ___________________________________________________________________
 JE0516  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0516  DYNAMIC HT  -         313.390 (meters)    1028.18  (feet)  COMP
 JE0516  MODELED GRAV-     979,924.6   (mgal)                       NAVD 88
 JE0516
 JE0516  VERT ORDER  -  SECOND    CLASS 0
 JE0516
 JE0516.The horizontal coordinates were scaled from a topographic map and have
 JE0516.an estimated accuracy of +/- 6 seconds.
 JE0516
 JE0516.The orthometric height was determined by differential leveling
 JE0516.and adjusted by the National Geodetic Survey in June 1991..
 JE0516
 JE0516.The geoid height was determined by GEOID03.
 JE0516
 JE0516.The dynamic height is computed by dividing the NAVD 88
 JE0516.geopotential number by the normal gravity value computed on the
 JE0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0516.degrees latitude (g = 980.6199 gals.).
 JE0516
 JE0516.The modeled gravity was interpolated from observed gravity values.
 JE0516
 JE0516;                    North         East    Units  Estimated Accuracy
 JE0516;SPC MO W     -   257,190.      850,120.      MT  (+/- 180 meters Scaled)
 JE0516
 JE0516                          SUPERSEDED SURVEY CONTROL
 JE0516
 JE0516  NGVD 29 (??/??/92)  313.50   (m)         1028.5    (f) COMPUTED    2 0
 JE0516
 JE0516.Superseded values are not recommended for survey control.
 JE0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0516.See file dsdata.txt to determine how the superseded data were derived.
 JE0516
 JE0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC692606(NAD 83)
 JE0516_MARKER: DS = TRIANGULATION STATION DISK
 JE0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0516_STAMPING: L 10 Z 1963
 JE0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0516+STABILITY: SURFACE MOTION
 JE0516
 JE0516  HISTORY     - Date     Condition        Report By
 JE0516  HISTORY     - 1963     MONUMENTED       CGS
 JE0516
 JE0516                          STATION DESCRIPTION
 JE0516
 JE0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0516'8.4 MI W FROM ARCHIE.
 JE0516'ABOUT 0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0516'THE STATION AT ARCHIE, THENCE 8.05 MILES WEST ALONG STATE ROAD
 JE0516'A, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, 18 1/2 FEET
 JE0516'WEST OF THE CENTER LINE OF THE ROAD, 134.5 FEET SOUTH OF R.M. 1,
 JE0516'72.1 FEET NORTHWEST OF R.M. 2, 6.0 FEET NORTHEAST OF A METAL
 JE0516'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 JE0516'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0513 ***********************************************************************
 JE0513  DESIGNATION -  L 10 Z RM 1
 JE0513  PID         -  JE0513
 JE0513  STATE/COUNTY-  MO/CASS
 JE0513  USGS QUAD   -  MAIN CITY (1961)
 JE0513
 JE0513                         *CURRENT SURVEY CONTROL
 JE0513  ___________________________________________________________________
 JE0513* NAD 83(1986)-  38 29 04.     (N)    094 29 55.     (W)     SCALED    
 JE0513* NAVD 88     -       312.785  (meters)    1026.20   (feet)  ADJUSTED  
 JE0513  ___________________________________________________________________
 JE0513  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0513  DYNAMIC HT  -         312.567 (meters)    1025.48  (feet)  COMP
 JE0513  MODELED GRAV-     979,924.6   (mgal)                       NAVD 88
 JE0513
 JE0513  VERT ORDER  -  SECOND    CLASS 0
 JE0513
 JE0513.The horizontal coordinates were scaled from a topographic map and have
 JE0513.an estimated accuracy of +/- 6 seconds.
 JE0513
 JE0513.The orthometric height was determined by differential leveling
 JE0513.and adjusted by the National Geodetic Survey in June 1991..
 JE0513
 JE0513.The geoid height was determined by GEOID03.
 JE0513
 JE0513.The dynamic height is computed by dividing the NAVD 88
 JE0513.geopotential number by the normal gravity value computed on the
 JE0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0513.degrees latitude (g = 980.6199 gals.).
 JE0513
 JE0513.The modeled gravity was interpolated from observed gravity values.
 JE0513
 JE0513;                    North         East    Units  Estimated Accuracy
 JE0513;SPC MO W     -   257,220.      850,120.      MT  (+/- 180 meters Scaled)
 JE0513
 JE0513                          SUPERSEDED SURVEY CONTROL
 JE0513
 JE0513  NGVD 29 (??/??/92)  312.67   (m)         1025.8    (f) COMPUTED    2 0
 JE0513
 JE0513.Superseded values are not recommended for survey control.
 JE0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0513.See file dsdata.txt to determine how the superseded data were derived.
 JE0513
 JE0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC692606(NAD 83)
 JE0513_MARKER: DR = REFERENCE MARK DISK
 JE0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0513_STAMPING: L 10 Z NO 1 1963
 JE0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0513+STABILITY: SURFACE MOTION
 JE0513
 JE0513  HISTORY     - Date     Condition        Report By
 JE0513  HISTORY     - 1963     MONUMENTED       CGS
 JE0513
 JE0513                          STATION DESCRIPTION
 JE0513
 JE0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0513'8.4 MI W FROM ARCHIE.
 JE0513'ABOUT 0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0513'THE STATION AT ARCHIE, THENCE 8.05 MILES WEST ALONG STATE ROAD
 JE0513'A, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, 16 1/2 FEET
 JE0513'WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH OF A
 JE0513'TELEPHONE POLE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 JE0513'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0515 ***********************************************************************
 JE0515  DESIGNATION -  L 10 Z RM 2
 JE0515  PID         -  JE0515
 JE0515  STATE/COUNTY-  MO/CASS
 JE0515  USGS QUAD   -  MAIN CITY (1961)
 JE0515
 JE0515                         *CURRENT SURVEY CONTROL
 JE0515  ___________________________________________________________________
 JE0515* NAD 83(1986)-  38 29 04.     (N)    094 29 55.     (W)     SCALED    
 JE0515* NAVD 88     -       313.725  (meters)    1029.28   (feet)  ADJUSTED  
 JE0515  ___________________________________________________________________
 JE0515  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0515  DYNAMIC HT  -         313.507 (meters)    1028.56  (feet)  COMP
 JE0515  MODELED GRAV-     979,924.6   (mgal)                       NAVD 88
 JE0515
 JE0515  VERT ORDER  -  SECOND    CLASS 0
 JE0515
 JE0515.The horizontal coordinates were scaled from a topographic map and have
 JE0515.an estimated accuracy of +/- 6 seconds.
 JE0515
 JE0515.The orthometric height was determined by differential leveling
 JE0515.and adjusted by the National Geodetic Survey in June 1991..
 JE0515
 JE0515.The geoid height was determined by GEOID03.
 JE0515
 JE0515.The dynamic height is computed by dividing the NAVD 88
 JE0515.geopotential number by the normal gravity value computed on the
 JE0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0515.degrees latitude (g = 980.6199 gals.).
 JE0515
 JE0515.The modeled gravity was interpolated from observed gravity values.
 JE0515
 JE0515;                    North         East    Units  Estimated Accuracy
 JE0515;SPC MO W     -   257,220.      850,120.      MT  (+/- 180 meters Scaled)
 JE0515
 JE0515                          SUPERSEDED SURVEY CONTROL
 JE0515
 JE0515  NGVD 29 (??/??/92)  313.61   (m)         1028.9    (f) COMPUTED    2 0
 JE0515
 JE0515.Superseded values are not recommended for survey control.
 JE0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0515.See file dsdata.txt to determine how the superseded data were derived.
 JE0515
 JE0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC692606(NAD 83)
 JE0515_MARKER: DR = REFERENCE MARK DISK
 JE0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0515_STAMPING: L 10 Z NO 2 1963
 JE0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0515+STABILITY: SURFACE MOTION
 JE0515
 JE0515  HISTORY     - Date     Condition        Report By
 JE0515  HISTORY     - 1963     MONUMENTED       CGS
 JE0515
 JE0515                          STATION DESCRIPTION
 JE0515
 JE0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0515'8.4 MI W FROM ARCHIE.
 JE0515'ABOUT 0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0515'STATION AT ARCHIE, THENCE 8.05 MILES WEST ALONG STATE ROAD A,
 JE0515'THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, 19 1/2 FEET EAST
 JE0515'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHWEST OF A
 JE0515'TELEPHONE POLE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 JE0515'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0138 ***********************************************************************
 JD0138  DESIGNATION -  L 100
 JD0138  PID         -  JD0138
 JD0138  STATE/COUNTY-  MO/COLE
 JD0138  USGS QUAD   -  RUSSELLVILLE (1969)
 JD0138
 JD0138                         *CURRENT SURVEY CONTROL
 JD0138  ___________________________________________________________________
 JD0138* NAD 83(1986)-  38 32 03.     (N)    092 23 16.     (W)     SCALED    
 JD0138* NAVD 88     -       228.454  (meters)     749.52   (feet)  ADJUSTED  
 JD0138  ___________________________________________________________________
 JD0138  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD0138  DYNAMIC HT  -         228.298 (meters)     749.01  (feet)  COMP
 JD0138  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 JD0138
 JD0138  VERT ORDER  -  SECOND    CLASS 0
 JD0138
 JD0138.The horizontal coordinates were scaled from a topographic map and have
 JD0138.an estimated accuracy of +/- 6 seconds.
 JD0138
 JD0138.The orthometric height was determined by differential leveling
 JD0138.and adjusted by the National Geodetic Survey in June 1991..
 JD0138
 JD0138.The geoid height was determined by GEOID03.
 JD0138
 JD0138.The dynamic height is computed by dividing the NAVD 88
 JD0138.geopotential number by the normal gravity value computed on the
 JD0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0138.degrees latitude (g = 980.6199 gals.).
 JD0138
 JD0138.The modeled gravity was interpolated from observed gravity values.
 JD0138
 JD0138;                    North         East    Units  Estimated Accuracy
 JD0138;SPC MO C     -   299,730.      509,780.      MT  (+/- 180 meters Scaled)
 JD0138
 JD0138                          SUPERSEDED SURVEY CONTROL
 JD0138
 JD0138  NGVD 29 (??/??/92)  228.444  (m)          749.49   (f) ADJ UNCH    2 0
 JD0138
 JD0138.Superseded values are not recommended for survey control.
 JD0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0138.See file dsdata.txt to determine how the superseded data were derived.
 JD0138
 JD0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC533652(NAD 83)
 JD0138_MARKER: DB = BENCH MARK DISK
 JD0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0138_STAMPING: L 100 1935
 JD0138_MARK LOGO: CGS   
 JD0138_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0138+STABILITY: SURFACE MOTION
 JD0138
 JD0138  HISTORY     - Date     Condition        Report By
 JD0138  HISTORY     - 1935     MONUMENTED       CGS
 JD0138  HISTORY     - 1968     MARK NOT FOUND   NGS
 JD0138  HISTORY     - 19920227 GOOD             LOCENG
 JD0138
 JD0138                          STATION DESCRIPTION
 JD0138
 JD0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0138'2.5 MI S FROM LOHMAN.
 JD0138'2.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0138'STATION AT LOHMAN, COLE COUNTY, 30 FEET NORTHEAST OF MILEPOST
 JD0138'140, 9 RAILS WEST OF A ROAD CROSSING, AND 30 FEET NORTH OF THE
 JD0138'CENTERLINE OF THE TRACK.  A STANDARD DISK STAMPED L 100 1935 AND
 JD0138'SET IN THE TOP OF A CONCRETE POST.
 JD0138
 JD0138                          STATION RECOVERY (1968)
 JD0138
 JD0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JD0138'MARK NOT FOUND.
 JD0138
 JD0138                          STATION RECOVERY (1992)
 JD0138
 JD0138'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 JD0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0719 ***********************************************************************
 JC0719  DESIGNATION -  L 101
 JC0719  PID         -  JC0719
 JC0719  STATE/COUNTY-  MO/FRANKLIN
 JC0719  USGS QUAD   -  LESLIE (1980)
 JC0719
 JC0719                         *CURRENT SURVEY CONTROL
 JC0719  ___________________________________________________________________
 JC0719* NAD 83(1986)-  38 25 13.     (N)    091 09 28.     (W)     SCALED    
 JC0719* NAVD 88     -       242.540  (meters)     795.73   (feet)  ADJUSTED  
 JC0719  ___________________________________________________________________
 JC0719  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JC0719  DYNAMIC HT  -         242.378 (meters)     795.20  (feet)  COMP
 JC0719  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 JC0719
 JC0719  VERT ORDER  -  SECOND    CLASS 0
 JC0719
 JC0719.The horizontal coordinates were scaled from a topographic map and have
 JC0719.an estimated accuracy of +/- 6 seconds.
 JC0719
 JC0719.The orthometric height was determined by differential leveling
 JC0719.and adjusted by the National Geodetic Survey in June 1991..
 JC0719
 JC0719.The geoid height was determined by GEOID03.
 JC0719
 JC0719.The dynamic height is computed by dividing the NAVD 88
 JC0719.geopotential number by the normal gravity value computed on the
 JC0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0719.degrees latitude (g = 980.6199 gals.).
 JC0719
 JC0719.The modeled gravity was interpolated from observed gravity values.
 JC0719
 JC0719;                    North         East    Units  Estimated Accuracy
 JC0719;SPC MO E     -   287,290.      192,560.      MT  (+/- 180 meters Scaled)
 JC0719
 JC0719                          SUPERSEDED SURVEY CONTROL
 JC0719
 JC0719  NGVD 29 (??/??/92)  242.562  (m)          795.81   (f) ADJ UNCH    2 0
 JC0719
 JC0719.Superseded values are not recommended for survey control.
 JC0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0719.See file dsdata.txt to determine how the superseded data were derived.
 JC0719
 JC0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC608540(NAD 83)
 JC0719_MARKER: DB = BENCH MARK DISK
 JC0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0719_STAMPING: L 101 1935
 JC0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0719+STABILITY: SURFACE MOTION
 JC0719
 JC0719  HISTORY     - Date     Condition        Report By
 JC0719  HISTORY     - 1935     MONUMENTED       CGS
 JC0719  HISTORY     - 1940     GOOD             NGS
 JC0719
 JC0719                          STATION DESCRIPTION
 JC0719
 JC0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0719'1.7 MI E FROM BEAUFORT.
 JC0719'1.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JC0719'FROM THE STATION AT BEAUFORT, FRANKLIN COUNTY, 27 POLES WEST OF
 JC0719'MILEPOST 69, 25 YARDS SOUTH OF U.S. HIGHWAY 50, AT A FARM-ROAD
 JC0719'CROSSING, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 27.9 FEET
 JC0719'NORTH OF THE NORTH RAIL, 4 YARDS SOUTH OF A FENCE, AND 0.4 FOOT WEST
 JC0719'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 101 1935
 JC0719'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 JC0719'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0735 ***********************************************************************
 JC0735  DESIGNATION -  L 102
 JC0735  PID         -  JC0735
 JC0735  STATE/COUNTY-  MO/GASCONADE
 JC0735  USGS QUAD   -  ROSEBUD (1980)
 JC0735
 JC0735                         *CURRENT SURVEY CONTROL
 JC0735  ___________________________________________________________________
 JC0735* NAD 83(1986)-  38 29 36.     (N)    091 27 41.     (W)     SCALED    
 JC0735* NAVD 88     -       262.131  (meters)     860.01   (feet)  ADJUSTED  
 JC0735  ___________________________________________________________________
 JC0735  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JC0735  DYNAMIC HT  -         261.956 (meters)     859.43  (feet)  COMP
 JC0735  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 JC0735
 JC0735  VERT ORDER  -  SECOND    CLASS 0
 JC0735
 JC0735.The horizontal coordinates were scaled from a topographic map and have
 JC0735.an estimated accuracy of +/- 6 seconds.
 JC0735
 JC0735.The orthometric height was determined by differential leveling
 JC0735.and adjusted by the National Geodetic Survey in June 1991..
 JC0735
 JC0735.The geoid height was determined by GEOID03.
 JC0735
 JC0735.The dynamic height is computed by dividing the NAVD 88
 JC0735.geopotential number by the normal gravity value computed on the
 JC0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0735.degrees latitude (g = 980.6199 gals.).
 JC0735
 JC0735.The modeled gravity was interpolated from observed gravity values.
 JC0735
 JC0735;                    North         East    Units  Estimated Accuracy
 JC0735;SPC MO E     -   295,630.      166,130.      MT  (+/- 180 meters Scaled)
 JC0735
 JC0735                          SUPERSEDED SURVEY CONTROL
 JC0735
 JC0735  NGVD 29 (??/??/92)  262.135  (m)          860.02   (f) ADJ UNCH    2 0
 JC0735
 JC0735.Superseded values are not recommended for survey control.
 JC0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0735.See file dsdata.txt to determine how the superseded data were derived.
 JC0735
 JC0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC341616(NAD 83)
 JC0735_MARKER: DB = BENCH MARK DISK
 JC0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0735_STAMPING: L 102 1935
 JC0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0735+STABILITY: SURFACE MOTION
 JC0735
 JC0735  HISTORY     - Date     Condition        Report By
 JC0735  HISTORY     - 1935     MONUMENTED       CGS
 JC0735  HISTORY     - 1938     GOOD             NGS
 JC0735
 JC0735                          STATION DESCRIPTION
 JC0735
 JC0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0735'1.7 MI N FROM DRAKE.
 JC0735'1.7 MILES NORTH ALONG STATE HIGHWAY 19 FROM A GENERAL STORE AT
 JC0735'DRAKE, GASCONADE COUNTY, ABOUT 50 YARDS SOUTH OF A CULVERT AND
 JC0735'A SMALL CREEK, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JC0735'AND 6 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED L 102
 JC0735'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 JC0735'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0638 ***********************************************************************
 JC0638  DESIGNATION -  L 103
 JC0638  PID         -  JC0638
 JC0638  STATE/COUNTY-  MO/MONTGOMERY
 JC0638  USGS QUAD   -  PINNACLE LAKE (1973)
 JC0638
 JC0638                         *CURRENT SURVEY CONTROL
 JC0638  ___________________________________________________________________
 JC0638* NAD 83(1986)-  38 51 45.     (N)    091 26 38.     (W)     SCALED    
 JC0638* NAVD 88     -       267.954  (meters)     879.11   (feet)  ADJUSTED  
 JC0638  ___________________________________________________________________
 JC0638  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JC0638  DYNAMIC HT  -         267.780 (meters)     878.54  (feet)  COMP
 JC0638  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 JC0638
 JC0638  VERT ORDER  -  SECOND    CLASS 0
 JC0638
 JC0638.The horizontal coordinates were scaled from a topographic map and have
 JC0638.an estimated accuracy of +/- 6 seconds.
 JC0638
 JC0638.The orthometric height was determined by differential leveling
 JC0638.and adjusted by the National Geodetic Survey in June 1991..
 JC0638
 JC0638.The geoid height was determined by GEOID03.
 JC0638
 JC0638.The dynamic height is computed by dividing the NAVD 88
 JC0638.geopotential number by the normal gravity value computed on the
 JC0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0638.degrees latitude (g = 980.6199 gals.).
 JC0638
 JC0638.The modeled gravity was interpolated from observed gravity values.
 JC0638
 JC0638;                    North         East    Units  Estimated Accuracy
 JC0638;SPC MO E     -   336,590.      168,080.      MT  (+/- 180 meters Scaled)
 JC0638
 JC0638                          SUPERSEDED SURVEY CONTROL
 JC0638
 JC0638  NGVD 29 (??/??/92)  267.958  (m)          879.13   (f) ADJ UNCH    2 0
 JC0638
 JC0638.Superseded values are not recommended for survey control.
 JC0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0638.See file dsdata.txt to determine how the superseded data were derived.
 JC0638
 JC0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD350026(NAD 83)
 JC0638_MARKER: DB = BENCH MARK DISK
 JC0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0638_STAMPING: L 103 1935
 JC0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0638+STABILITY: SURFACE MOTION
 JC0638
 JC0638  HISTORY     - Date     Condition        Report By
 JC0638  HISTORY     - 1935     MONUMENTED       CGS
 JC0638
 JC0638                          STATION DESCRIPTION
 JC0638
 JC0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0638'3.5 MI S FROM NEW FLORENCE.
 JC0638'3.5 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE WABASH RAILWAY
 JC0638'STATION AT NEW FLORENCE, MONTGOMERY COUNTY, 40 FEET EAST OF THE
 JC0638'CENTERLINE OF THE HIGHWAY, AND 4 FEET SOUTH OF THE NORTHWEST
 JC0638'FENCE CORNER OF A FIELD.  A STANDARD DISK, STAMPED L 103 1935
 JC0638'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 JC0638'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0018 ***********************************************************************
 HE0018  DESIGNATION -  L 106
 HE0018  PID         -  HE0018
 HE0018  STATE/COUNTY-  MO/VERNON
 HE0018  USGS QUAD   -  NEVADA (1991)
 HE0018
 HE0018                         *CURRENT SURVEY CONTROL
 HE0018  ___________________________________________________________________
 HE0018* NAD 83(1986)-  37 49 55.     (N)    094 20 00.     (W)     SCALED    
 HE0018* NAVD 88     -       266.452  (meters)     874.18   (feet)  ADJUSTED  
 HE0018  ___________________________________________________________________
 HE0018  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HE0018  DYNAMIC HT  -         266.252 (meters)     873.53  (feet)  COMP
 HE0018  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 HE0018
 HE0018  VERT ORDER  -  FIRST     CLASS II
 HE0018
 HE0018.The horizontal coordinates were scaled from a topographic map and have
 HE0018.an estimated accuracy of +/- 6 seconds.
 HE0018
 HE0018.The orthometric height was determined by differential leveling
 HE0018.and adjusted by the National Geodetic Survey in June 1991..
 HE0018
 HE0018.The geoid height was determined by GEOID03.
 HE0018
 HE0018.The dynamic height is computed by dividing the NAVD 88
 HE0018.geopotential number by the normal gravity value computed on the
 HE0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0018.degrees latitude (g = 980.6199 gals.).
 HE0018
 HE0018.The modeled gravity was interpolated from observed gravity values.
 HE0018
 HE0018;                    North         East    Units  Estimated Accuracy
 HE0018;SPC MO W     -   184,810.      864,670.      MT  (+/- 180 meters Scaled)
 HE0018
 HE0018                          SUPERSEDED SURVEY CONTROL
 HE0018
 HE0018  NGVD 29 (??/??/92)  266.350  (m)          873.85   (f) ADJ UNCH    1 2
 HE0018
 HE0018.Superseded values are not recommended for survey control.
 HE0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0018.See file dsdata.txt to determine how the superseded data were derived.
 HE0018
 HE0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB826880(NAD 83)
 HE0018_MARKER: DB = BENCH MARK DISK
 HE0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0018_SP_SET: CONCRETE POST
 HE0018_STAMPING: L 106 1934
 HE0018_MARK LOGO: CGS   
 HE0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0018+STABILITY: SURFACE MOTION
 HE0018
 HE0018  HISTORY     - Date     Condition        Report By
 HE0018  HISTORY     - 1934     MONUMENTED       CGS
 HE0018  HISTORY     - 1938     GOOD             USGS
 HE0018  HISTORY     - 1963     GOOD             NGS
 HE0018
 HE0018                          STATION DESCRIPTION
 HE0018
 HE0018'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 HE0018'RECOVERED IN GOOD CONDITION.
 HE0018
 HE0018                          STATION RECOVERY (1963)
 HE0018
 HE0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HE0018'1.6 MI SE FROM NEVADA.
 HE0018'ABOUT 0.5 MILE EAST ALONG EAST CHERRY STREET FROM THE COURTHOUSE
 HE0018'AT NEVADA, THENCE 1.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC
 HE0018'RAILROAD, IN SECTION 10, T 35 N, R 31 W, AT A ROAD CROSSING,
 HE0018'24 FEET SOUTHEAST OF THE SECOND POLE SOUTHEAST OF MILEPOST 318-20,
 HE0018'37 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28 FEET SOUTH OF THE
 HE0018'CENTER LINE OF A ROAD, 11 FEET NORTHEAST OF A FENCE 0.7 FOOT
 HE0018'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 HE0018'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HE0018'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0341 ***********************************************************************
 HE0341  DESIGNATION -  L 107
 HE0341  PID         -  HE0341
 HE0341  STATE/COUNTY-  MO/BARTON
 HE0341  USGS QUAD   -  LIBERAL (1991)
 HE0341
 HE0341                         *CURRENT SURVEY CONTROL
 HE0341  ___________________________________________________________________
 HE0341* NAD 83(1986)-  37 31 50.     (N)    094 32 45.     (W)     SCALED    
 HE0341* NAVD 88     -       279.987  (meters)     918.59   (feet)  ADJUSTED  
 HE0341  ___________________________________________________________________
 HE0341  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HE0341  DYNAMIC HT  -         279.767 (meters)     917.87  (feet)  COMP
 HE0341  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 HE0341
 HE0341  VERT ORDER  -  SECOND    CLASS 0
 HE0341
 HE0341.The horizontal coordinates were scaled from a topographic map and have
 HE0341.an estimated accuracy of +/- 6 seconds.
 HE0341
 HE0341.The orthometric height was determined by differential leveling
 HE0341.and adjusted by the National Geodetic Survey in June 1991..
 HE0341
 HE0341.The geoid height was determined by GEOID03.
 HE0341
 HE0341.The dynamic height is computed by dividing the NAVD 88
 HE0341.geopotential number by the normal gravity value computed on the
 HE0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0341.degrees latitude (g = 980.6199 gals.).
 HE0341
 HE0341.The modeled gravity was interpolated from observed gravity values.
 HE0341
 HE0341;                    North         East    Units  Estimated Accuracy
 HE0341;SPC MO W     -   151,350.      845,950.      MT  (+/- 180 meters Scaled)
 HE0341
 HE0341                          SUPERSEDED SURVEY CONTROL
 HE0341
 HE0341  NGVD 29 (??/??/92)  279.870  (m)          918.21   (f) ADJ UNCH    2 0
 HE0341
 HE0341.Superseded values are not recommended for survey control.
 HE0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0341.See file dsdata.txt to determine how the superseded data were derived.
 HE0341
 HE0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB634548(NAD 83)
 HE0341_MARKER: DB = BENCH MARK DISK
 HE0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0341_STAMPING: L 107 1934
 HE0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0341+STABILITY: SURFACE MOTION
 HE0341
 HE0341  HISTORY     - Date     Condition        Report By
 HE0341  HISTORY     - 1934     MONUMENTED       CGS
 HE0341
 HE0341                          STATION DESCRIPTION
 HE0341
 HE0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0341'2.4 MI S FROM LIBERAL.
 HE0341'2.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM LIBERAL,
 HE0341'BARTON COUNTY, 3 FEET WEST OF THE THIRTIETH POLE SOUTH OF
 HE0341'MILEPOST 345, AND 36 FEET WEST OF THE CENTERLINE OF THE MAIN
 HE0341'TRACK.  A STANDARD DISK, STAMPED L 107 1934 AND SET IN THE
 HE0341'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0023 ***********************************************************************
 GG0023  DESIGNATION -  L 108
 GG0023  PID         -  GG0023
 GG0023  STATE/COUNTY-  MO/MCDONALD
 GG0023  USGS QUAD   -  ANDERSON (1982)
 GG0023
 GG0023                         *CURRENT SURVEY CONTROL
 GG0023  ___________________________________________________________________
 GG0023* NAD 83(1997)-  36 44 22.20225(N)    094 24 29.71229(W)     ADJUSTED  
 GG0023* NAVD 88     -       382.375  (meters)    1254.51   (feet)  ADJUSTED  
 GG0023  ___________________________________________________________________
 GG0023  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GG0023  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 GG0023  DYNAMIC HT  -         382.053 (meters)    1253.45  (feet)  COMP
 GG0023  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 GG0023
 GG0023  HORZ ORDER  -  SECOND
 GG0023  VERT ORDER  -  SECOND    CLASS 0
 GG0023
 GG0023.The horizontal coordinates were established by classical geodetic methods
 GG0023.and adjusted by the National Geodetic Survey in February 2000..
 GG0023.No horizontal observational check was made to the station.
 GG0023
 GG0023.The orthometric height was determined by differential leveling
 GG0023.and adjusted by the National Geodetic Survey in June 1991..
 GG0023
 GG0023.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0023
 GG0023.The geoid height was determined by GEOID03.
 GG0023
 GG0023.The dynamic height is computed by dividing the NAVD 88
 GG0023.geopotential number by the normal gravity value computed on the
 GG0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0023.degrees latitude (g = 980.6199 gals.).
 GG0023
 GG0023.The modeled gravity was interpolated from observed gravity values.
 GG0023
 GG0023;                    North         East     Units Scale Factor Converg.
 GG0023;SPC MO W     -    63,566.094   858,193.811   MT  0.99994200   +0 03 17.6
 GG0023;UTM  15      - 4,066,899.342   374,269.362   MT  0.99979475   -0 50 33.0
 GG0023
 GG0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0023!SPC MO W     -   0.99994451  x   0.99994200  =   0.99988651
 GG0023!UTM  15      -   0.99994451  x   0.99979475  =   0.99973927
 GG0023
 GG0023                          SUPERSEDED SURVEY CONTROL
 GG0023
 GG0023  NAD 83(1997)-  36 44 22.20226(N)    094 24 29.71229(W) AD(       ) 2
 GG0023  NAD 83(1997)-  36 44 22.20283(N)    094 24 29.71275(W) AD(       ) 2
 GG0023  NAD 83(1997)-  36 44 22.21556(N)    094 24 29.71627(W) AD(       ) 2
 GG0023  NAD 83(1986)-  36 44 22.21808(N)    094 24 29.71357(W) AD(       ) 2
 GG0023  NAD 27      -  36 44 21.96600(N)    094 24 28.93400(W) AD(       ) 2
 GG0023  NGVD 29 (??/??/92)  382.243  (m)         1254.08   (f) ADJ UNCH    2 0
 GG0023
 GG0023.Superseded values are not recommended for survey control.
 GG0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0023.See file dsdata.txt to determine how the superseded data were derived.
 GG0023
 GG0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7426966899(NAD 83)
 GG0023_MARKER: DB = BENCH MARK DISK
 GG0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0023_STAMPING: L 108 1935
 GG0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0023+STABILITY: SURFACE MOTION
 GG0023
 GG0023  HISTORY     - Date     Condition        Report By
 GG0023  HISTORY     - 1935     MONUMENTED       CGS
 GG0023  HISTORY     - 1957     GOOD             NGS
 GG0023  HISTORY     - 19910323 MARK NOT FOUND   USPSQD
 GG0023  HISTORY     - 20060406 MARK NOT FOUND   MODNR
 GG0023
 GG0023                          STATION DESCRIPTION
 GG0023
 GG0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GG0023'AT GOODMAN.
 GG0023'AT GOODMAN, MC DONALD COUNTY, ALONG THE KANSAS CITY SOUTHERN
 GG0023'RAILWAY, 140 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 GG0023'RAILROAD STATION, 40 FEET WEST OF THE CENTER OF A HARD-SURFACED
 GG0023'ROAD, 16 FEET WEST OF A RAILROAD CROSSING SIGN POST, AND 16 FEET
 GG0023'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK.  A STANDARD
 GG0023'DISK, STAMPED L 108 1935 AND SET IN THE TOP OF AN 8-BY-8 CONCRETE
 GG0023'POST PROJECTING 2 INCHES ABOVE GROUND.
 GG0023
 GG0023                          STATION RECOVERY (1991)
 GG0023
 GG0023'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 GG0023'MARK NOT FOUND.
 GG0023
 GG0023                          STATION RECOVERY (2006)
 GG0023
 GG0023'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0818 ***********************************************************************
 HD0818  DESIGNATION -  L 109
 HD0818  PID         -  HD0818
 HD0818  STATE/COUNTY-  MO/POLK
 HD0818  USGS QUAD   -  FAIR PLAY (1981)
 HD0818
 HD0818                         *CURRENT SURVEY CONTROL
 HD0818  ___________________________________________________________________
 HD0818* NAD 83(1986)-  37 37 47.     (N)    093 34 26.     (W)     SCALED    
 HD0818* NAVD 88     -       300.728  (meters)     986.64   (feet)  ADJUSTED  
 HD0818  ___________________________________________________________________
 HD0818  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HD0818  DYNAMIC HT  -         300.498 (meters)     985.88  (feet)  COMP
 HD0818  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 HD0818
 HD0818  VERT ORDER  -  SECOND    CLASS 0
 HD0818
 HD0818.The horizontal coordinates were scaled from a topographic map and have
 HD0818.an estimated accuracy of +/- 6 seconds.
 HD0818
 HD0818.The orthometric height was determined by differential leveling
 HD0818.and adjusted by the National Geodetic Survey in June 1991..
 HD0818
 HD0818.The geoid height was determined by GEOID03.
 HD0818
 HD0818.The dynamic height is computed by dividing the NAVD 88
 HD0818.geopotential number by the normal gravity value computed on the
 HD0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0818.degrees latitude (g = 980.6199 gals.).
 HD0818
 HD0818.The modeled gravity was interpolated from observed gravity values.
 HD0818
 HD0818;                    North         East    Units  Estimated Accuracy
 HD0818;SPC MO C     -   199,880.      405,210.      MT  (+/- 180 meters Scaled)
 HD0818
 HD0818                          SUPERSEDED SURVEY CONTROL
 HD0818
 HD0818  NGVD 29 (??/??/92)  300.609  (m)          986.25   (f) ADJ UNCH    2 0
 HD0818
 HD0818.Superseded values are not recommended for survey control.
 HD0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0818.See file dsdata.txt to determine how the superseded data were derived.
 HD0818
 HD0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB493648(NAD 83)
 HD0818_MARKER: DB = BENCH MARK DISK
 HD0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0818_STAMPING: L 109 1935
 HD0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0818+STABILITY: SURFACE MOTION
 HD0818
 HD0818  HISTORY     - Date     Condition        Report By
 HD0818  HISTORY     - 1935     MONUMENTED       CGS
 HD0818  HISTORY     - 1940     GOOD             NGS
 HD0818
 HD0818                          STATION DESCRIPTION
 HD0818
 HD0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HD0818'AT FAIR PLAY.
 HD0818'AT FAIR PLAY, POLK COUNTY, AT THE SOUTH EDGE OF TOWN, ON THE
 HD0818'ABANDONED RIGHT-OF-WAY OF THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 HD0818'AT THE CROSSING OF STATE HIGHWAY 64, 38 FEET NORTH OF THE
 HD0818'CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF THE CENTERLINE OF
 HD0818'THE OLD RIGHT-OF-WAY, AND 3 FEET WEST OF A WHITE WOODEN WITNESS
 HD0818'POST.  A STANDARD DISK, STAMPED L 109 1935 AND SET IN THE TOP
 HD0818'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0334 ***********************************************************************
 KD0334  DESIGNATION -  L 11
 KD0334  PID         -  KD0334
 KD0334  STATE/COUNTY-  MO/CHARITON
 KD0334  USGS QUAD   -  MENDON (1979)
 KD0334
 KD0334                         *CURRENT SURVEY CONTROL
 KD0334  ___________________________________________________________________
 KD0334* NAD 83(1986)-  39 36 47.     (N)    093 13 54.     (W)     SCALED    
 KD0334* NAVD 88     -       203.927  (meters)     669.05   (feet)  ADJUSTED  
 KD0334  ___________________________________________________________________
 KD0334  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KD0334  DYNAMIC HT  -         203.809 (meters)     668.66  (feet)  COMP
 KD0334  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 KD0334
 KD0334  VERT ORDER  -  FIRST     CLASS II
 KD0334
 KD0334.The horizontal coordinates were scaled from a topographic map and have
 KD0334.an estimated accuracy of +/- 6 seconds.
 KD0334
 KD0334.The orthometric height was determined by differential leveling
 KD0334.and adjusted by the National Geodetic Survey in June 1991..
 KD0334
 KD0334.The geoid height was determined by GEOID03.
 KD0334
 KD0334.The dynamic height is computed by dividing the NAVD 88
 KD0334.geopotential number by the normal gravity value computed on the
 KD0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0334.degrees latitude (g = 980.6199 gals.).
 KD0334
 KD0334.The modeled gravity was interpolated from observed gravity values.
 KD0334
 KD0334;                    North         East    Units  Estimated Accuracy
 KD0334;SPC MO C     -   419,740.      437,170.      MT  (+/- 180 meters Scaled)
 KD0334
 KD0334                          SUPERSEDED SURVEY CONTROL
 KD0334
 KD0334  NGVD 29 (??/??/92)  203.892  (m)          668.94   (f) ADJ UNCH    1 2
 KD0334
 KD0334.Superseded values are not recommended for survey control.
 KD0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0334.See file dsdata.txt to determine how the superseded data were derived.
 KD0334
 KD0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD801848(NAD 83)
 KD0334_MARKER: DB = BENCH MARK DISK
 KD0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0334_STAMPING: 668.644 L 11 1930
 KD0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0334+STABILITY: SURFACE MOTION
 KD0334
 KD0334  HISTORY     - Date     Condition        Report By
 KD0334  HISTORY     - 1930     MONUMENTED       CGS
 KD0334  HISTORY     - 1949     GOOD             NGS
 KD0334
 KD0334                          STATION DESCRIPTION
 KD0334
 KD0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KD0334'3 MI S FROM SUMNER.
 KD0334'3.0 MILES SOUTH ALONG THE WABASH RAILROAD FROM SUMNER, 1/2 MILE
 KD0334'SOUTH OF MILEPOST 203, AT A ROAD CROSSING, 46 FEET EAST OF THE
 KD0334'TRACK, AND 15 FEET SOUTH OF THE ROAD.  A STANDARD DISK, STAMPED
 KD0334'668.644 L 11 1930 AND SET IN THE TOP OF A CONCRETE POST LEVEL
 KD0334'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0015 ***********************************************************************
 JE0015  DESIGNATION -  L 11 B 1
 JE0015  PID         -  JE0015
 JE0015  STATE/COUNTY-  MO/CASS
 JE0015  USGS QUAD   -  AUSTIN (1981)
 JE0015
 JE0015                         *CURRENT SURVEY CONTROL
 JE0015  ___________________________________________________________________
 JE0015* NAD 83(1986)-  38 32 38.     (N)    094 20 51.     (W)     SCALED    
 JE0015* NAVD 88     -       264.172  (meters)     866.70   (feet)  ADJUSTED  
 JE0015  ___________________________________________________________________
 JE0015  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0015  DYNAMIC HT  -         263.990 (meters)     866.11  (feet)  COMP
 JE0015  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 JE0015
 JE0015  VERT ORDER  -  FIRST     CLASS II
 JE0015
 JE0015.The horizontal coordinates were scaled from a topographic map and have
 JE0015.an estimated accuracy of +/- 6 seconds.
 JE0015
 JE0015.The orthometric height was determined by differential leveling
 JE0015.and adjusted by the National Geodetic Survey in June 1991..
 JE0015
 JE0015.The geoid height was determined by GEOID03.
 JE0015
 JE0015.The dynamic height is computed by dividing the NAVD 88
 JE0015.geopotential number by the normal gravity value computed on the
 JE0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0015.degrees latitude (g = 980.6199 gals.).
 JE0015
 JE0015.The modeled gravity was interpolated from observed gravity values.
 JE0015
 JE0015;                    North         East    Units  Estimated Accuracy
 JE0015;SPC MO W     -   263,830.      863,290.      MT  (+/- 180 meters Scaled)
 JE0015
 JE0015                          SUPERSEDED SURVEY CONTROL
 JE0015
 JE0015  NGVD 29 (??/??/92)  264.06   (m)          866.3    (f) COMPUTED    1 2
 JE0015
 JE0015.Superseded values are not recommended for survey control.
 JE0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0015.See file dsdata.txt to determine how the superseded data were derived.
 JE0015
 JE0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC825670(NAD 83)
 JE0015_MARKER: DZ = AZIMUTH MARK DISK
 JE0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0015+STABILITY: SURFACE MOTION
 JE0015
 JE0015  HISTORY     - Date     Condition        Report By
 JE0015  HISTORY     - UNK      MONUMENTED       DOD
 JE0015  HISTORY     - 1963     GOOD             NGS
 JE0015
 JE0015                          STATION DESCRIPTION
 JE0015
 JE0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0015'5.2 MI N FROM ARCHIE.
 JE0015'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0015'THE STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED
 JE0015'ROAD, THENCE 1.75 MILES NORTH ALONG U.S. HIGHWAY 71, THENCE 0.2
 JE0015'MILE EAST-SOUTHEAST ALONG A GRAVELED ROAD, 77 FEET SOUTHWEST OF
 JE0015'THE CENTER LINE OF THE ROAD, 53 FEET SOUTHWEST OF A FENCE, AND
 JE0015'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 JE0015'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 JE0015'4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0016 ***********************************************************************
 JE0016  DESIGNATION -  L 11 B Z
 JE0016  PID         -  JE0016
 JE0016  STATE/COUNTY-  MO/CASS
 JE0016  USGS QUAD   -  AUSTIN (1981)
 JE0016
 JE0016                         *CURRENT SURVEY CONTROL
 JE0016  ___________________________________________________________________
 JE0016* NAD 83(1986)-  38 32 40.     (N)    094 20 31.     (W)     SCALED    
 JE0016* NAVD 88     -       258.946  (meters)     849.56   (feet)  ADJUSTED  
 JE0016  ___________________________________________________________________
 JE0016  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0016  DYNAMIC HT  -         258.767 (meters)     848.97  (feet)  COMP
 JE0016  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 JE0016
 JE0016  VERT ORDER  -  FIRST     CLASS II
 JE0016
 JE0016.The horizontal coordinates were scaled from a topographic map and have
 JE0016.an estimated accuracy of +/- 6 seconds.
 JE0016
 JE0016.The orthometric height was determined by differential leveling
 JE0016.and adjusted by the National Geodetic Survey in June 1991..
 JE0016
 JE0016.The geoid height was determined by GEOID03.
 JE0016
 JE0016.The dynamic height is computed by dividing the NAVD 88
 JE0016.geopotential number by the normal gravity value computed on the
 JE0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0016.degrees latitude (g = 980.6199 gals.).
 JE0016
 JE0016.The modeled gravity was interpolated from observed gravity values.
 JE0016
 JE0016;                    North         East    Units  Estimated Accuracy
 JE0016;SPC MO W     -   263,890.      863,780.      MT  (+/- 180 meters Scaled)
 JE0016
 JE0016                          SUPERSEDED SURVEY CONTROL
 JE0016
 JE0016  NGVD 29 (??/??/92)  258.83   (m)          849.2    (f) COMPUTED    1 2
 JE0016
 JE0016.Superseded values are not recommended for survey control.
 JE0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0016.See file dsdata.txt to determine how the superseded data were derived.
 JE0016
 JE0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC830670(NAD 83)
 JE0016_MARKER: DZ = AZIMUTH MARK DISK
 JE0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0016+STABILITY: SURFACE MOTION
 JE0016
 JE0016  HISTORY     - Date     Condition        Report By
 JE0016  HISTORY     - UNK      MONUMENTED       DOD
 JE0016  HISTORY     - 1963     GOOD             NGS
 JE0016
 JE0016                          STATION DESCRIPTION
 JE0016
 JE0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0016'5 MI NE FROM ARCHIE.
 JE0016'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0016'THE STATION AT ARCHIE, THENCE 0.3 MILES EAST ALONG A GRAVELED
 JE0016'ROAD, THENCE 1.3 MILES NORTH ALONG U.S. HIGHWAY 71, THENCE 0.35
 JE0016'MILE EAST ACROSS COUNTRY, ABOUT 0.3 MILE SOUTH OF A ROUND SILO,
 JE0016'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JE0016'TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JE0016'PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0012 ***********************************************************************
 JE0012  DESIGNATION -  L 11 Z 2
 JE0012  PID         -  JE0012
 JE0012  STATE/COUNTY-  MO/CASS
 JE0012  USGS QUAD   -  AUSTIN (1981)
 JE0012
 JE0012                         *CURRENT SURVEY CONTROL
 JE0012  ___________________________________________________________________
 JE0012* NAD 83(1986)-  38 32 24.     (N)    094 21 05.     (W)     SCALED    
 JE0012* NAVD 88     -       258.63   (meters)     848.5    (feet)  RESET     
 JE0012  ___________________________________________________________________
 JE0012  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0012
 JE0012  VERT ORDER  -  THIRD
 JE0012
 JE0012.The horizontal coordinates were scaled from a topographic map and have
 JE0012.an estimated accuracy of +/- 6 seconds.
 JE0012
 JE0012.The orthometric height was computed from unverified reset data.
 JE0012
 JE0012.The geoid height was determined by GEOID03.
 JE0012
 JE0012;                    North         East    Units  Estimated Accuracy
 JE0012;SPC MO W     -   263,400.      862,960.      MT  (+/- 180 meters Scaled)
 JE0012
 JE0012                          SUPERSEDED SURVEY CONTROL
 JE0012
 JE0012.No superseded survey control is available for this station.
 JE0012
 JE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC822665(NAD 83)
 JE0012_MARKER: DS = TRIANGULATION STATION DISK
 JE0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0012_STAMPING: L 11 Z 2 1970
 JE0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0012+STABILITY: SURFACE MOTION
 JE0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0012+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE0012
 JE0012  HISTORY     - Date     Condition        Report By
 JE0012  HISTORY     - 1970     MONUMENTED       NGS
 JE0012  HISTORY     - 20051112 GOOD             INDIV
 JE0012
 JE0012                          STATION DESCRIPTION
 JE0012
 JE0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JE0012'4.6 MI NE FROM ARCHIE.
 JE0012'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0012'STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD,
 JE0012'THENCE 1.3 MILES NORTH ALONG OLD U.S. HIGHWAY 71, 60 FEET NORTH OF
 JE0012'A POWERLINE POLE WITH A TRANSFORMER, 28.5 FEET EAST OF THE CENTER
 JE0012'OF OLD U.S. HIGHWAY 71, 26.49 FEET SOUTH OF LONE TREE 1948 AZIMUTH
 JE0012'MARK, 1 FOOT WEST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST,
 JE0012'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 JE0012
 JE0012                          STATION RECOVERY (2005)
 JE0012
 JE0012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0012'THE TRANSFORMER ON THE POWER POLE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0013 ***********************************************************************
 JE0013  DESIGNATION -  L 11 Z 2 RM 3
 JE0013  PID         -  JE0013
 JE0013  STATE/COUNTY-  MO/CASS
 JE0013  USGS QUAD   -  HARRISONVILLE (1981)
 JE0013
 JE0013                         *CURRENT SURVEY CONTROL
 JE0013  ___________________________________________________________________
 JE0013* NAD 83(1986)-  38 38 41.     (N)    094 21 04.     (W)     SCALED    
 JE0013* NAVD 88     -       258.29   (meters)     847.4    (feet)  RESET     
 JE0013  ___________________________________________________________________
 JE0013  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE0013
 JE0013  VERT ORDER  -  THIRD
 JE0013
 JE0013.The horizontal coordinates were scaled from a topographic map and have
 JE0013.an estimated accuracy of +/- 6 seconds.
 JE0013
 JE0013.The orthometric height was computed from unverified reset data.
 JE0013
 JE0013.The geoid height was determined by GEOID03.
 JE0013
 JE0013;                    North         East    Units  Estimated Accuracy
 JE0013;SPC MO W     -   275,020.      862,960.      MT  (+/- 180 meters Scaled)
 JE0013
 JE0013                          SUPERSEDED SURVEY CONTROL
 JE0013
 JE0013.No superseded survey control is available for this station.
 JE0013
 JE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC824782(NAD 83)
 JE0013_MARKER: DR = REFERENCE MARK DISK
 JE0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0013_STAMPING: L 11 Z 2 NO 3 1970
 JE0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0013+STABILITY: SURFACE MOTION
 JE0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0013+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE0013
 JE0013  HISTORY     - Date     Condition        Report By
 JE0013  HISTORY     - 1970     MONUMENTED       NGS
 JE0013  HISTORY     - 20051112 GOOD             INDIV
 JE0013
 JE0013                          STATION DESCRIPTION
 JE0013
 JE0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JE0013'4.6 MI NE FROM ARCHIE.
 JE0013'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0013'THE STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED
 JE0013'ROAD, THENCE 1.3 MILES NORTH ALONG OLD U.S. HIGHWAY 71, 38.27
 JE0013'FEET SOUTH OF TRIANGULATION STATION L 11 Z 2 1970, 29 FEET EAST
 JE0013'OF THE CENTER OF OLD U.S. HIGHWAY 71, 21.5 FEET NORTH OF A POWERLINE
 JE0013'POLE WITH A TRANSFORMER, 1 FOOT WEST OF A FENCE, AND SET IN THE
 JE0013'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 JE0013
 JE0013                          STATION RECOVERY (2005)
 JE0013
 JE0013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0013'THE TRANSFORMER HAS BEEN REMOVED FROM THE POWER POLE.
 JE0013' 
 JE0013'SCALED COORDINATES SHOULD BE   38 32 24.(N)  094 21 04.(W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0504 ***********************************************************************
 HD0504  DESIGNATION -  L 110
 HD0504  PID         -  HD0504
 HD0504  STATE/COUNTY-  MO/DALLAS
 HD0504  USGS QUAD   -  URBANA (1950)
 HD0504
 HD0504                         *CURRENT SURVEY CONTROL
 HD0504  ___________________________________________________________________
 HD0504* NAD 83(1986)-  37 48 36.     (N)    093 09 34.     (W)     SCALED    
 HD0504* NAVD 88     -       344.502  (meters)    1130.25   (feet)  ADJUSTED  
 HD0504  ___________________________________________________________________
 HD0504  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HD0504  DYNAMIC HT  -         344.244 (meters)    1129.41  (feet)  COMP
 HD0504  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 HD0504
 HD0504  VERT ORDER  -  SECOND    CLASS 0
 HD0504
 HD0504.The horizontal coordinates were scaled from a topographic map and have
 HD0504.an estimated accuracy of +/- 6 seconds.
 HD0504
 HD0504.The orthometric height was determined by differential leveling
 HD0504.and adjusted by the National Geodetic Survey in June 1991..
 HD0504
 HD0504.The geoid height was determined by GEOID03.
 HD0504
 HD0504.The dynamic height is computed by dividing the NAVD 88
 HD0504.geopotential number by the normal gravity value computed on the
 HD0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0504.degrees latitude (g = 980.6199 gals.).
 HD0504
 HD0504.The modeled gravity was interpolated from observed gravity values.
 HD0504
 HD0504;                    North         East    Units  Estimated Accuracy
 HD0504;SPC MO C     -   219,550.      441,930.      MT  (+/- 180 meters Scaled)
 HD0504
 HD0504                          SUPERSEDED SURVEY CONTROL
 HD0504
 HD0504  NGVD 29 (??/??/92)  344.384  (m)         1129.87   (f) ADJ UNCH    2 0
 HD0504
 HD0504.Superseded values are not recommended for survey control.
 HD0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0504.See file dsdata.txt to determine how the superseded data were derived.
 HD0504
 HD0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB859847(NAD 83)
 HD0504_MARKER: DB = BENCH MARK DISK
 HD0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0504_STAMPING: L 110 1935
 HD0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0504+STABILITY: SURFACE MOTION
 HD0504
 HD0504  HISTORY     - Date     Condition        Report By
 HD0504  HISTORY     - 1935     MONUMENTED       CGS
 HD0504
 HD0504                          STATION DESCRIPTION
 HD0504
 HD0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0504'2.3 MI S FROM URBANA.
 HD0504'2.3 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM THE GREEN LATERN
 HD0504'CAFE AT URBANA, DALLAS COUNTY, AT A ROAD INTERSECTION, 36 FEET
 HD0504'EAST OF THE CENTERLINE OF THE HIGHWAY, 28 FEET NORTH OF THE
 HD0504'CENTERLINE OF THE ROAD, AND 1.5 FEET WEST OF THE FENCE.  A
 HD0504'STANDARD DISK, STMAPED L 110 1935 AND SET IN THE TOP OF A CONCRETE
 HD0504'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0680 ***********************************************************************
 HD0680  DESIGNATION -  L 111
 HD0680  PID         -  HD0680
 HD0680  STATE/COUNTY-  MO/GREENE
 HD0680  USGS QUAD   -  GALLOWAY (1975)
 HD0680
 HD0680                         *CURRENT SURVEY CONTROL
 HD0680  ___________________________________________________________________
 HD0680* NAD 83(1986)-  37 14 30.     (N)    093 11 48.     (W)     SCALED    
 HD0680* NAVD 88     -       423.931  (meters)    1390.85   (feet)  ADJUSTED  
 HD0680  ___________________________________________________________________
 HD0680  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HD0680  DYNAMIC HT  -         423.593 (meters)    1389.74  (feet)  COMP
 HD0680  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 HD0680
 HD0680  VERT ORDER  -  SECOND    CLASS 0
 HD0680
 HD0680.The horizontal coordinates were scaled from a topographic map and have
 HD0680.an estimated accuracy of +/- 6 seconds.
 HD0680
 HD0680.The orthometric height was determined by differential leveling
 HD0680.and adjusted by the National Geodetic Survey in June 1991..
 HD0680
 HD0680.The geoid height was determined by GEOID03.
 HD0680
 HD0680.The dynamic height is computed by dividing the NAVD 88
 HD0680.geopotential number by the normal gravity value computed on the
 HD0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0680.degrees latitude (g = 980.6199 gals.).
 HD0680
 HD0680.The modeled gravity was interpolated from observed gravity values.
 HD0680
 HD0680;                    North         East    Units  Estimated Accuracy
 HD0680;SPC MO C     -   156,500.      438,190.      MT  (+/- 180 meters Scaled)
 HD0680
 HD0680                          SUPERSEDED SURVEY CONTROL
 HD0680
 HD0680  NGVD 29 (??/??/92)  423.800  (m)         1390.42   (f) ADJ UNCH    2 0
 HD0680
 HD0680.Superseded values are not recommended for survey control.
 HD0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0680.See file dsdata.txt to determine how the superseded data were derived.
 HD0680
 HD0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB825217(NAD 83)
 HD0680_MARKER: DB = BENCH MARK DISK
 HD0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0680_STAMPING: L 111 1935
 HD0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0680+STABILITY: SURFACE MOTION
 HD0680
 HD0680  HISTORY     - Date     Condition        Report By
 HD0680  HISTORY     - 1935     MONUMENTED       CGS
 HD0680
 HD0680                          STATION DESCRIPTION
 HD0680
 HD0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0680'4.9 MI W FROM STRAFFORD.
 HD0680'4.9 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0680'THE STATION AT STRAFFORD, GREENE COUNTY, AT POLE 232/25, 60
 HD0680'FEET OF U.S. HIGHWAY 66, AND 40 FEET NORTH OF THE TRACK.  A
 HD0680'STANDARD DISK, STAMPED L 111 1935 AND SET IN THE TOP OF A CONCRETE
 HD0680'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0470 ***********************************************************************
 HD0470  DESIGNATION -  L 112
 HD0470  PID         -  HD0470
 HD0470  STATE/COUNTY-  MO/LACLEDE
 HD0470  USGS QUAD   -  LEBANON (1978)
 HD0470
 HD0470                         *CURRENT SURVEY CONTROL
 HD0470  ___________________________________________________________________
 HD0470* NAD 83(1986)-  37 39 13.     (N)    092 41 48.     (W)     SCALED    
 HD0470* NAVD 88     -       374.848  (meters)    1229.81   (feet)  ADJUSTED  
 HD0470  ___________________________________________________________________
 HD0470  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HD0470  DYNAMIC HT  -         374.559 (meters)    1228.87  (feet)  COMP
 HD0470  MODELED GRAV-     979,846.0   (mgal)                       NAVD 88
 HD0470
 HD0470  VERT ORDER  -  SECOND    CLASS 0
 HD0470
 HD0470.The horizontal coordinates were scaled from a topographic map and have
 HD0470.an estimated accuracy of +/- 6 seconds.
 HD0470
 HD0470.The orthometric height was determined by differential leveling
 HD0470.and adjusted by the National Geodetic Survey in June 1991..
 HD0470
 HD0470.The geoid height was determined by GEOID03.
 HD0470
 HD0470.The dynamic height is computed by dividing the NAVD 88
 HD0470.geopotential number by the normal gravity value computed on the
 HD0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0470.degrees latitude (g = 980.6199 gals.).
 HD0470
 HD0470.The modeled gravity was interpolated from observed gravity values.
 HD0470
 HD0470;                    North         East    Units  Estimated Accuracy
 HD0470;SPC MO C     -   202,010.      482,650.      MT  (+/- 180 meters Scaled)
 HD0470
 HD0470                          SUPERSEDED SURVEY CONTROL
 HD0470
 HD0470  NGVD 29 (??/??/92)  374.735  (m)         1229.44   (f) ADJ UNCH    2 0
 HD0470
 HD0470.Superseded values are not recommended for survey control.
 HD0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0470.See file dsdata.txt to determine how the superseded data were derived.
 HD0470
 HD0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB267674(NAD 83)
 HD0470_MARKER: DB = BENCH MARK DISK
 HD0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0470_STAMPING: L 112 1935
 HD0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0470+STABILITY: SURFACE MOTION
 HD0470
 HD0470  HISTORY     - Date     Condition        Report By
 HD0470  HISTORY     - 1935     MONUMENTED       CGS
 HD0470  HISTORY     - 1975     MARK NOT FOUND   USGS
 HD0470  HISTORY     - 1975     MARK NOT FOUND   USGS
 HD0470
 HD0470                          STATION DESCRIPTION
 HD0470
 HD0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0470'2.5 MI SW FROM LEBANON.
 HD0470'2.5 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0470'FROM THE STATION AT LEBANON, 4 RAILS NE OF SEMAPHORE 1845, AND
 HD0470'40 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED L 112 1935
 HD0470'AND SET IN THE TOP OF A CONCRETE POST.
 HD0470
 HD0470                          STATION RECOVERY (1975)
 HD0470
 HD0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HD0470'MARK NOT FOUND.
 HD0470
 HD0470                          STATION RECOVERY (1975)
 HD0470
 HD0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HD0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0162 ***********************************************************************
 HC0162  DESIGNATION -  L 114
 HC0162  PID         -  HC0162
 HC0162  STATE/COUNTY-  MO/REYNOLDS
 HC0162  USGS QUAD   -  ELLINGTON (1985)
 HC0162
 HC0162                         *CURRENT SURVEY CONTROL
 HC0162  ___________________________________________________________________
 HC0162* NAD 83(1986)-  37 08 38.     (N)    090 55 17.     (W)     SCALED    
 HC0162* NAVD 88     -       200.714  (meters)     658.51   (feet)  POSTED    
 HC0162  ___________________________________________________________________
 HC0162  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 HC0162  DYNAMIC HT  -         200.560 (meters)     658.00  (feet)  COMP
 HC0162  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 HC0162
 HC0162  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0162
 HC0162.The horizontal coordinates were scaled from a topographic map and have
 HC0162.an estimated accuracy of +/- 6 seconds.
 HC0162
 HC0162.The orthometric height was determined by differential leveling
 HC0162.and adjusted by the National Geodetic Survey in 1992..
 HC0162.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0162.rate of 0.0 thru 1.0 mm/km.
 HC0162
 HC0162.The geoid height was determined by GEOID03.
 HC0162
 HC0162.The dynamic height is computed by dividing the NAVD 88
 HC0162.geopotential number by the normal gravity value computed on the
 HC0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0162.degrees latitude (g = 980.6199 gals.).
 HC0162
 HC0162.The modeled gravity was interpolated from observed gravity values.
 HC0162
 HC0162;                    North         East    Units  Estimated Accuracy
 HC0162;SPC MO E     -   145,500.      212,570.      MT  (+/- 180 meters Scaled)
 HC0162
 HC0162                          SUPERSEDED SURVEY CONTROL
 HC0162
 HC0162  NGVD 29 (??/??/92)  200.678  (m)          658.39   (f) ADJ UNCH    2 0
 HC0162
 HC0162.Superseded values are not recommended for survey control.
 HC0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0162.See file dsdata.txt to determine how the superseded data were derived.
 HC0162
 HC0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB846128(NAD 83)
 HC0162_MARKER: DB = BENCH MARK DISK
 HC0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0162_STAMPING: L 114 1935
 HC0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0162+STABILITY: SURFACE MOTION
 HC0162
 HC0162  HISTORY     - Date     Condition        Report By
 HC0162  HISTORY     - 1935     MONUMENTED       CGS
 HC0162
 HC0162                          STATION DESCRIPTION
 HC0162
 HC0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0162'9.3 MI S FROM ELLINGTON.
 HC0162'9.3 MILES SOUTH ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0162'STATION AT ELLINGTON, 12 RAILS SOUTH OF MILEPOST 20, ABOUT 100
 HC0162'YARDS WEST OF A WHITE HOUSE, AT A ROAD CROSSING, 35 FEET WEST OF
 HC0162'THE CENTERLINE OF THE TRACK, AND 10 FEET SOUTH OF THE CENTERLINE
 HC0162'OF THE ROAD.  A STANDARD DISK, STAMPED L 114 1935 AND SET IN THE
 HC0162'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0294 ***********************************************************************
 HC0294  DESIGNATION -  L 116
 HC0294  PID         -  HC0294
 HC0294  STATE/COUNTY-  MO/IRON
 HC0294  USGS QUAD   -  GLOVER (1968)
 HC0294
 HC0294                         *CURRENT SURVEY CONTROL
 HC0294  ___________________________________________________________________
 HC0294* NAD 83(1986)-  37 29 03.     (N)    090 43 42.     (W)     SCALED    
 HC0294* NAVD 88     -       286.596  (meters)     940.27   (feet)  ADJUSTED  
 HC0294  ___________________________________________________________________
 HC0294  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HC0294  DYNAMIC HT  -         286.373 (meters)     939.54  (feet)  COMP
 HC0294  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 HC0294
 HC0294  VERT ORDER  -  SECOND    CLASS 0
 HC0294
 HC0294.The horizontal coordinates were scaled from a topographic map and have
 HC0294.an estimated accuracy of +/- 6 seconds.
 HC0294
 HC0294.The orthometric height was determined by differential leveling
 HC0294.and adjusted by the National Geodetic Survey in June 1991..
 HC0294
 HC0294.The geoid height was determined by GEOID03.
 HC0294
 HC0294.The dynamic height is computed by dividing the NAVD 88
 HC0294.geopotential number by the normal gravity value computed on the
 HC0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0294.degrees latitude (g = 980.6199 gals.).
 HC0294
 HC0294.The modeled gravity was interpolated from observed gravity values.
 HC0294
 HC0294;                    North         East    Units  Estimated Accuracy
 HC0294;SPC MO E     -   183,210.      229,810.      MT  (+/- 180 meters Scaled)
 HC0294
 HC0294                          SUPERSEDED SURVEY CONTROL
 HC0294
 HC0294  NGVD 29 (??/??/92)  286.581  (m)          940.22   (f) ADJ UNCH    2 0
 HC0294
 HC0294.Superseded values are not recommended for survey control.
 HC0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0294.See file dsdata.txt to determine how the superseded data were derived.
 HC0294
 HC0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB008510(NAD 83)
 HC0294_MARKER: DB = BENCH MARK DISK
 HC0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0294_STAMPING: L 116 1935
 HC0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0294+STABILITY: SURFACE MOTION
 HC0294
 HC0294  HISTORY     - Date     Condition        Report By
 HC0294  HISTORY     - 1935     MONUMENTED       CGS
 HC0294
 HC0294                          STATION DESCRIPTION
 HC0294
 HC0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0294'3.9 MI SW FROM GLOVER.
 HC0294'3.9 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM GLOVER, IRON
 HC0294'COUNTY, ABOUT 2.3 MILES WEST OF THE JUNCTION OF STATE HIGHWAY
 HC0294'49, 100 YARDS WEST OF CARVER CREEK, 60 FEET EAST OF THE CAMBELL
 HC0294'STORE, AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 HC0294'A STANDARD DISK, STAMPED L 116 1935 AND SET IN THE TOP OF A
 HC0294'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1430 ***********************************************************************
 JD1430  DESIGNATION -  L 119
 JD1430  PID         -  JD1430
 JD1430  STATE/COUNTY-  MO/HENRY
 JD1430  USGS QUAD   -  CLINTON SOUTH (1981)
 JD1430
 JD1430                         *CURRENT SURVEY CONTROL
 JD1430  ___________________________________________________________________
 JD1430* NAD 83(1986)-  38 19 29.     (N)    093 50 31.     (W)     SCALED    
 JD1430* NAVD 88     -       224.385  (meters)     736.17   (feet)  POSTED    
 JD1430  ___________________________________________________________________
 JD1430  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JD1430  DYNAMIC HT  -         224.230 (meters)     735.66  (feet)  COMP
 JD1430  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 JD1430
 JD1430  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JD1430
 JD1430.The horizontal coordinates were scaled from a topographic map and have
 JD1430.an estimated accuracy of +/- 6 seconds.
 JD1430
 JD1430.The orthometric height was determined by differential leveling
 JD1430.and adjusted by the National Geodetic Survey in 1992..
 JD1430.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JD1430.rate of 2.1 thru 3.0 mm/km.
 JD1430
 JD1430.The geoid height was determined by GEOID03.
 JD1430
 JD1430.The dynamic height is computed by dividing the NAVD 88
 JD1430.geopotential number by the normal gravity value computed on the
 JD1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1430.degrees latitude (g = 980.6199 gals.).
 JD1430
 JD1430.The modeled gravity was interpolated from observed gravity values.
 JD1430
 JD1430;                    North         East    Units  Estimated Accuracy
 JD1430;SPC MO W     -   239,700.      907,540.      MT  (+/- 180 meters Scaled)
 JD1430
 JD1430                          SUPERSEDED SURVEY CONTROL
 JD1430
 JD1430  NGVD 29 (??/??/92)  224.27   (m)          735.8    (f) COMPUTED    2 0
 JD1430
 JD1430.Superseded values are not recommended for survey control.
 JD1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1430.See file dsdata.txt to determine how the superseded data were derived.
 JD1430
 JD1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC264421(NAD 83)
 JD1430_MARKER: DB = BENCH MARK DISK
 JD1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1430_STAMPING: L 119 1935
 JD1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1430+STABILITY: SURFACE MOTION
 JD1430
 JD1430  HISTORY     - Date     Condition        Report By
 JD1430  HISTORY     - 1935     MONUMENTED       CGS
 JD1430  HISTORY     - 1951     GOOD             USGS
 JD1430  HISTORY     - 1962     MARK NOT FOUND   NGS
 JD1430
 JD1430                          STATION DESCRIPTION
 JD1430
 JD1430'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JD1430'2 MI NE FROM LADUE.
 JD1430'2.0 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 JD1430'FROM THE STATION AT LADUE, HENRY COUNTY, 12 POLES SOUTH OF
 JD1430'MILEPOST 271, 3 RAILS SOUTH OF A ROAD CROSSING, 30 FEET WEST OF
 JD1430'THE CENTERLINE OF THE TRACK, 29 FEET EAST OF THE CENTERLINE OF
 JD1430'A COUNTY ROAD, AND 4 FEET NORTHEAST OF A POLE.  A STANDARD DISK,
 JD1430'STAMPED L 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JD1430'PROBABLY DESTROYED, DUE TO RAILROAD CONSTRUCTION.
 JD1430
 JD1430                          STATION RECOVERY (1962)
 JD1430
 JD1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0218 ***********************************************************************
 KD0218  DESIGNATION -  L 12
 KD0218  PID         -  KD0218
 KD0218  STATE/COUNTY-  MO/HOWARD
 KD0218  USGS QUAD   -  GLASGOW (1971)
 KD0218
 KD0218                         *CURRENT SURVEY CONTROL
 KD0218  ___________________________________________________________________
 KD0218* NAD 83(1986)-  39 13 20.     (N)    092 50 54.     (W)     SCALED    
 KD0218* NAVD 88     -       188.563  (meters)     618.64   (feet)  ADJUSTED  
 KD0218  ___________________________________________________________________
 KD0218  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD0218  DYNAMIC HT  -         188.448 (meters)     618.27  (feet)  COMP
 KD0218  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 KD0218
 KD0218  VERT ORDER  -  FIRST     CLASS II
 KD0218
 KD0218.The horizontal coordinates were scaled from a topographic map and have
 KD0218.an estimated accuracy of +/- 6 seconds.
 KD0218
 KD0218.The orthometric height was determined by differential leveling
 KD0218.and adjusted by the National Geodetic Survey in June 1991..
 KD0218
 KD0218.The geoid height was determined by GEOID03.
 KD0218
 KD0218.The dynamic height is computed by dividing the NAVD 88
 KD0218.geopotential number by the normal gravity value computed on the
 KD0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0218.degrees latitude (g = 980.6199 gals.).
 KD0218
 KD0218.The modeled gravity was interpolated from observed gravity values.
 KD0218
 KD0218;                    North         East    Units  Estimated Accuracy
 KD0218;SPC MO C     -   376,160.      469,920.      MT  (+/- 180 meters Scaled)
 KD0218
 KD0218                          SUPERSEDED SURVEY CONTROL
 KD0218
 KD0218  NGVD 29 (??/??/92)  188.536  (m)          618.56   (f) ADJ UNCH    1 2
 KD0218
 KD0218.Superseded values are not recommended for survey control.
 KD0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0218.See file dsdata.txt to determine how the superseded data were derived.
 KD0218
 KD0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD130414(NAD 83)
 KD0218_MARKER: DB = BENCH MARK DISK
 KD0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0218_SP_SET: PIER
 KD0218_STAMPING: 618.171 L 12 1930
 KD0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0218
 KD0218  HISTORY     - Date     Condition        Report By
 KD0218  HISTORY     - 1930     MONUMENTED       CGS
 KD0218  HISTORY     - 1948     GOOD             NGS
 KD0218
 KD0218                          STATION DESCRIPTION
 KD0218
 KD0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0218'AT GLASGOW.
 KD0218'AT GLASGOW, HOWARD COUNTY, AT THE EAST END OF U.S. HIGHWAY 20
 KD0218'BRIDGE OVER THE MISSOURI RIVER, AT THE FIRST PIER OF FOUR COLUMNS,
 KD0218'AND IN THE CONCRETE BRACE BETWEEN THE WEST COLUMNS.  A STANDARD
 KD0218'DISK, STAMPED 618.171 L 12 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0268 ***********************************************************************
 KD0268  DESIGNATION -  L 120
 KD0268  PID         -  KD0268
 KD0268  STATE/COUNTY-  MO/LINN
 KD0268  USGS QUAD   -  NEW CAMBRIA WEST (1978)
 KD0268
 KD0268                         *CURRENT SURVEY CONTROL
 KD0268  ___________________________________________________________________
 KD0268* NAD 83(1986)-  39 46 14.     (N)    092 52 14.     (W)     SCALED    
 KD0268* NAVD 88     -       254.827  (meters)     836.04   (feet)  ADJUSTED  
 KD0268  ___________________________________________________________________
 KD0268  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KD0268  DYNAMIC HT  -         254.685 (meters)     835.58  (feet)  COMP
 KD0268  MODELED GRAV-     980,063.9   (mgal)                       NAVD 88
 KD0268
 KD0268  VERT ORDER  -  SECOND    CLASS 0
 KD0268
 KD0268.The horizontal coordinates were scaled from a topographic map and have
 KD0268.an estimated accuracy of +/- 6 seconds.
 KD0268
 KD0268.The orthometric height was determined by differential leveling
 KD0268.and adjusted by the National Geodetic Survey in June 1991..
 KD0268
 KD0268.The geoid height was determined by GEOID03.
 KD0268
 KD0268.The dynamic height is computed by dividing the NAVD 88
 KD0268.geopotential number by the normal gravity value computed on the
 KD0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0268.degrees latitude (g = 980.6199 gals.).
 KD0268
 KD0268.The modeled gravity was interpolated from observed gravity values.
 KD0268
 KD0268;                    North         East    Units  Estimated Accuracy
 KD0268;SPC MO C     -   437,040.      468,250.      MT  (+/- 180 meters Scaled)
 KD0268
 KD0268                          SUPERSEDED SURVEY CONTROL
 KD0268
 KD0268  NGVD 29 (??/??/92)  254.803  (m)          835.97   (f) ADJ UNCH    2 0
 KD0268
 KD0268.Superseded values are not recommended for survey control.
 KD0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0268.See file dsdata.txt to determine how the superseded data were derived.
 KD0268
 KD0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE110023(NAD 83)
 KD0268_MARKER: DB = BENCH MARK DISK
 KD0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0268_STAMPING: L 120 1935
 KD0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0268+STABILITY: SURFACE MOTION
 KD0268
 KD0268  HISTORY     - Date     Condition        Report By
 KD0268  HISTORY     - 1935     MONUMENTED       CGS
 KD0268  HISTORY     - 1967     GOOD             NGS
 KD0268
 KD0268                          STATION DESCRIPTION
 KD0268
 KD0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0268'1.1 MI E FROM BUCKLIN.
 KD0268'1.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0268'FROM THE STATION AT BUCKLIN, LINN COUNTY, AT MILEAGE 92.9, 31
 KD0268'FEET WEST OF THE SOUTHWEST SUPPORT OF AN OVERHEAD HIGHWAY BRIDGE,
 KD0268'AND 22 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED L 120
 KD0268'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0268
 KD0268                          STATION RECOVERY (1967)
 KD0268
 KD0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0002 ***********************************************************************
 KD0002  DESIGNATION -  L 121
 KD0002  PID         -  KD0002
 KD0002  STATE/COUNTY-  MO/MACON
 KD0002  USGS QUAD   -  ATLANTA (1979)
 KD0002
 KD0002                         *CURRENT SURVEY CONTROL
 KD0002  ___________________________________________________________________
 KD0002* NAD 83(1986)-  39 58 10.     (N)    092 29 37.     (W)     SCALED    
 KD0002* NAVD 88     -       283.646  (meters)     930.60   (feet)  ADJUSTED  
 KD0002  ___________________________________________________________________
 KD0002  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KD0002  DYNAMIC HT  -         283.493 (meters)     930.09  (feet)  COMP
 KD0002  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 KD0002
 KD0002  VERT ORDER  -  SECOND    CLASS 0
 KD0002
 KD0002.The horizontal coordinates were scaled from a topographic map and have
 KD0002.an estimated accuracy of +/- 6 seconds.
 KD0002
 KD0002.The orthometric height was determined by differential leveling
 KD0002.and adjusted by the National Geodetic Survey in June 1991..
 KD0002
 KD0002.The geoid height was determined by GEOID03.
 KD0002
 KD0002.The dynamic height is computed by dividing the NAVD 88
 KD0002.geopotential number by the normal gravity value computed on the
 KD0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0002.degrees latitude (g = 980.6199 gals.).
 KD0002
 KD0002.The modeled gravity was interpolated from observed gravity values.
 KD0002
 KD0002;                    North         East    Units  Estimated Accuracy
 KD0002;SPC MO C     -   459,060.      500,550.      MT  (+/- 180 meters Scaled)
 KD0002
 KD0002                          SUPERSEDED SURVEY CONTROL
 KD0002
 KD0002  NGVD 29 (??/??/92)  283.650  (m)          930.61   (f) ADJ UNCH    2 0
 KD0002
 KD0002.Superseded values are not recommended for survey control.
 KD0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0002.See file dsdata.txt to determine how the superseded data were derived.
 KD0002
 KD0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE432244(NAD 83)
 KD0002_MARKER: DB = BENCH MARK DISK
 KD0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0002_STAMPING: L 121 1935
 KD0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0002+STABILITY: SURFACE MOTION
 KD0002
 KD0002  HISTORY     - Date     Condition        Report By
 KD0002  HISTORY     - 1935     MONUMENTED       CGS
 KD0002  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0002  HISTORY     - 1974     MARK NOT FOUND   USGS
 KD0002
 KD0002                          STATION DESCRIPTION
 KD0002
 KD0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0002'3.6 MI N FROM LA PLATA.
 KD0002'3.6 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 KD0002'LA PLATA, AT MILEAGE 152.6, 4 RAILS SOUTH OF A ROAD CROSSING,
 KD0002'9 RAILS NORTH OF CULVERT 1981, 39 FEET WEST OF THE CENTERLINE
 KD0002'OF THE TRACK, AND AT A FENCE.  A STANDARD DISK, STAMPED L 121
 KD0002'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0002
 KD0002                          STATION RECOVERY (1967)
 KD0002
 KD0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0002'MARK NOT FOUND.
 KD0002
 KD0002                          STATION RECOVERY (1974)
 KD0002
 KD0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KD0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0107 ***********************************************************************
 KD0107  DESIGNATION -  L 123
 KD0107  PID         -  KD0107
 KD0107  STATE/COUNTY-  MO/RANDOLPH
 KD0107  USGS QUAD   -  HUNTSVILLE (1979)
 KD0107
 KD0107                         *CURRENT SURVEY CONTROL
 KD0107  ___________________________________________________________________
 KD0107* NAD 83(1986)-  39 26 05.     (N)    092 30 15.     (W)     SCALED    
 KD0107* NAVD 88     -       253.507  (meters)     831.71   (feet)  ADJUSTED  
 KD0107  ___________________________________________________________________
 KD0107  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KD0107  DYNAMIC HT  -         253.360 (meters)     831.23  (feet)  COMP
 KD0107  MODELED GRAV-     980,040.4   (mgal)                       NAVD 88
 KD0107
 KD0107  VERT ORDER  -  SECOND    CLASS 0
 KD0107
 KD0107.The horizontal coordinates were scaled from a topographic map and have
 KD0107.an estimated accuracy of +/- 6 seconds.
 KD0107
 KD0107.The orthometric height was determined by differential leveling
 KD0107.and adjusted by the National Geodetic Survey in June 1991..
 KD0107
 KD0107.The geoid height was determined by GEOID03.
 KD0107
 KD0107.The dynamic height is computed by dividing the NAVD 88
 KD0107.geopotential number by the normal gravity value computed on the
 KD0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0107.degrees latitude (g = 980.6199 gals.).
 KD0107
 KD0107.The modeled gravity was interpolated from observed gravity values.
 KD0107
 KD0107;                    North         East    Units  Estimated Accuracy
 KD0107;SPC MO C     -   399,690.      499,640.      MT  (+/- 180 meters Scaled)
 KD0107
 KD0107                          SUPERSEDED SURVEY CONTROL
 KD0107
 KD0107  NGVD 29 (??/??/92)  253.49   (m)          831.7    (f) COMPUTED    2 0
 KD0107
 KD0107.Superseded values are not recommended for survey control.
 KD0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0107.See file dsdata.txt to determine how the superseded data were derived.
 KD0107
 KD0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD426651(NAD 83)
 KD0107_MARKER: DB = BENCH MARK DISK
 KD0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0107+STABILITY: SURFACE MOTION
 KD0107
 KD0107  HISTORY     - Date     Condition        Report By
 KD0107  HISTORY     - UNK      MONUMENTED       CGS
 KD0107  HISTORY     - 1935     GOOD             NGS
 KD0107
 KD0107                          STATION DESCRIPTION
 KD0107
 KD0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0107'2.7 MI E FROM HUNTSVILLE.
 KD0107'2.7 MILES EAST.  23 RAILS WEST OF MILE POST 125, OF WABASH
 KD0107'R.R. AT FENCE LINE.  1 RAIL EAST OF PRIVATE CROSSING.  10 FT.
 KD0107'NORTHWEST OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0108 ***********************************************************************
 KD0108  DESIGNATION -  L 123 RESET
 KD0108  PID         -  KD0108
 KD0108  STATE/COUNTY-  MO/RANDOLPH
 KD0108  USGS QUAD   -  HUNTSVILLE (1979)
 KD0108
 KD0108                         *CURRENT SURVEY CONTROL
 KD0108  ___________________________________________________________________
 KD0108* NAD 83(1986)-  39 26 05.     (N)    092 30 15.     (W)     SCALED    
 KD0108* NAVD 88     -       252.85   (meters)     829.6    (feet)  RESET     
 KD0108  ___________________________________________________________________
 KD0108  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KD0108
 KD0108  VERT ORDER  -  THIRD
 KD0108
 KD0108.The horizontal coordinates were scaled from a topographic map and have
 KD0108.an estimated accuracy of +/- 6 seconds.
 KD0108
 KD0108.The orthometric height was computed from unverified reset data.
 KD0108
 KD0108.The geoid height was determined by GEOID03.
 KD0108
 KD0108;                    North         East    Units  Estimated Accuracy
 KD0108;SPC MO C     -   399,690.      499,640.      MT  (+/- 180 meters Scaled)
 KD0108
 KD0108                          SUPERSEDED SURVEY CONTROL
 KD0108
 KD0108.No superseded survey control is available for this station.
 KD0108
 KD0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD426651(NAD 83)
 KD0108_MARKER: DB = BENCH MARK DISK
 KD0108_SETTING: 0 = UNSPECIFIED SETTING
 KD0108_STAMPING: L 123 RESET 1939
 KD0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0108
 KD0108  HISTORY     - Date     Condition        Report By
 KD0108  HISTORY     - 1939     MONUMENTED       CGS
 KD0108  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0108
 KD0108                          STATION DESCRIPTION
 KD0108
 KD0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 KD0108'2.7 MI E FROM HUNTSVILLE.
 KD0108'2.7 MILES EAST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KD0108'HUNTSVILLE, 310 FEET WEST OF MILEPOST ST. L. 152, AT SURVEY
 KD0108'STATION 8015+94, AND 36 FEET NORTH OF THE CENTERLINE OF THE
 KD0108'TRACK.
 KD0108
 KD0108                          STATION RECOVERY (1967)
 KD0108
 KD0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0085 ***********************************************************************
 KD0085  DESIGNATION -  L 124
 KD0085  PID         -  KD0085
 KD0085  STATE/COUNTY-  MO/BOONE
 KD0085  USGS QUAD   -  BROWNS (1981)
 KD0085
 KD0085                         *CURRENT SURVEY CONTROL
 KD0085  ___________________________________________________________________
 KD0085* NAD 83(1986)-  39 03 04.     (N)    092 15 41.     (W)     SCALED    
 KD0085* NAVD 88     -       278.608  (meters)     914.07   (feet)  ADJUSTED  
 KD0085  ___________________________________________________________________
 KD0085  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0085  DYNAMIC HT  -         278.429 (meters)     913.48  (feet)  COMP
 KD0085  MODELED GRAV-     979,975.6   (mgal)                       NAVD 88
 KD0085
 KD0085  VERT ORDER  -  SECOND    CLASS 0
 KD0085
 KD0085.The horizontal coordinates were scaled from a topographic map and have
 KD0085.an estimated accuracy of +/- 6 seconds.
 KD0085
 KD0085.The orthometric height was determined by differential leveling
 KD0085.and adjusted by the National Geodetic Survey in June 1991..
 KD0085
 KD0085.The geoid height was determined by GEOID03.
 KD0085
 KD0085.The dynamic height is computed by dividing the NAVD 88
 KD0085.geopotential number by the normal gravity value computed on the
 KD0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0085.degrees latitude (g = 980.6199 gals.).
 KD0085
 KD0085.The modeled gravity was interpolated from observed gravity values.
 KD0085
 KD0085;                    North         East    Units  Estimated Accuracy
 KD0085;SPC MO C     -   357,130.      520,650.      MT  (+/- 180 meters Scaled)
 KD0085
 KD0085                          SUPERSEDED SURVEY CONTROL
 KD0085
 KD0085  NGVD 29 (??/??/92)  278.584  (m)          913.99   (f) ADJ UNCH    2 0
 KD0085
 KD0085.Superseded values are not recommended for survey control.
 KD0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0085.See file dsdata.txt to determine how the superseded data were derived.
 KD0085
 KD0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD639227(NAD 83)
 KD0085_MARKER: DB = BENCH MARK DISK
 KD0085_SETTING: 0 = UNSPECIFIED SETTING
 KD0085_STAMPING: L 124 1935
 KD0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0085
 KD0085  HISTORY     - Date     Condition        Report By
 KD0085  HISTORY     - 1935     MONUMENTED       CGS
 KD0085  HISTORY     - 1967     GOOD             NGS
 KD0085
 KD0085                          STATION DESCRIPTION
 KD0085
 KD0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KD0085'AT BROWNS STATION.
 KD0085'THE OLD RAILROAD STATION IS GONE.  IT IS 77 FEET SOUTH-SOUTHEAST
 KD0085'OF THE ROAD CROSSING AT THE NORTH SIDE OF THE VILLAGE OF BROWNS
 KD0085'STATION, 18 FEET NORTH OF A TELEGRAPH POLE, 16.5 FEET EAST OF
 KD0085'THE EAST RAIL OF TRACK, 0.5 FEET WEST OF A METAL WITNESS POST,
 KD0085'AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0077 ***********************************************************************
 KD0077  DESIGNATION -  L 125
 KD0077  PID         -  KD0077
 KD0077  STATE/COUNTY-  MO/AUDRAIN
 KD0077  USGS QUAD   -  CENTRALIA NE (1969)
 KD0077
 KD0077                         *CURRENT SURVEY CONTROL
 KD0077  ___________________________________________________________________
 KD0077* NAD 83(1997)-  39 11 55.77486(N)    092 02 56.21487(W)     ADJUSTED  
 KD0077* NAVD 88     -       260.705  (meters)     855.33   (feet)  ADJUSTED  
 KD0077  ___________________________________________________________________
 KD0077  X           -    -176,963.829 (meters)                     COMP
 KD0077  Y           -  -4,946,418.901 (meters)                     COMP
 KD0077  Z           -   4,009,591.264 (meters)                     COMP
 KD0077  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 KD0077  ELLIP HEIGHT-         228.31  (meters)          (02/17/00) GPS OBS
 KD0077  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0077  DYNAMIC HT  -         260.542 (meters)     854.79  (feet)  COMP
 KD0077  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 KD0077
 KD0077  HORZ ORDER  -  THIRD
 KD0077  VERT ORDER  -  SECOND    CLASS 0
 KD0077  ELLP ORDER  -  FOURTH    CLASS I
 KD0077
 KD0077.The horizontal coordinates were established by GPS observations
 KD0077.and adjusted by the National Geodetic Survey in February 2000..
 KD0077
 KD0077.The orthometric height was determined by differential leveling
 KD0077.and adjusted by the National Geodetic Survey in June 1991..
 KD0077
 KD0077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD0077
 KD0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0077
 KD0077.The ellipsoidal height was determined by GPS observations
 KD0077.and is referenced to NAD 83.
 KD0077
 KD0077.The geoid height was determined by GEOID03.
 KD0077
 KD0077.The dynamic height is computed by dividing the NAVD 88
 KD0077.geopotential number by the normal gravity value computed on the
 KD0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0077.degrees latitude (g = 980.6199 gals.).
 KD0077
 KD0077.The modeled gravity was interpolated from observed gravity values.
 KD0077
 KD0077;                    North         East     Units Scale Factor Converg.
 KD0077;SPC MO C     -   373,599.427   538,960.858   MT  0.99995202   +0 17 06.3
 KD0077;UTM  15      - 4,339,271.723   582,122.999   MT  0.99968304   +0 36 04.0
 KD0077
 KD0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0077!SPC MO C     -   0.99996418  x   0.99995202  =   0.99991620
 KD0077!UTM  15      -   0.99996418  x   0.99968304  =   0.99964723
 KD0077
 KD0077                          SUPERSEDED SURVEY CONTROL
 KD0077
 KD0077  NAD 83(1997)-  39 11 55.77921(N)    092 02 56.21759(W) AD(       ) 3
 KD0077  NAD 83(1986)-  39 11 55.78441(N)    092 02 56.22055(W) AD(       ) 3
 KD0077  NGVD 29 (??/??/92)  260.696  (m)          855.30   (f) ADJ UNCH    2 0
 KD0077
 KD0077.Superseded values are not recommended for survey control.
 KD0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0077.See file dsdata.txt to determine how the superseded data were derived.
 KD0077
 KD0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD8212339272(NAD 83)
 KD0077_MARKER: DB = BENCH MARK DISK
 KD0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0077_SP_SET: CONCRETE POST
 KD0077_STAMPING: L 125 1935
 KD0077_MARK LOGO: CGS   
 KD0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0077+STABILITY: SURFACE MOTION
 KD0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0077+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 KD0077
 KD0077  HISTORY     - Date     Condition        Report By
 KD0077  HISTORY     - 1935     MONUMENTED       CGS
 KD0077  HISTORY     - 1938     GOOD             NGS
 KD0077  HISTORY     - 1967     GOOD             NGS
 KD0077  HISTORY     - 19910520 GOOD             NGS
 KD0077  HISTORY     - 20051105 GOOD             GEOCAC
 KD0077
 KD0077                          STATION DESCRIPTION
 KD0077
 KD0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KD0077'4.9 MI E FROM CENTRALIA.
 KD0077'IN AUDRAIN COUNTY, 4.9 MILES EAST ALONG THE WABASH RAILROAD
 KD0077'FROM THE STATION AT CENTRALIA, BOONE COUNTY, AT MILEAGE 157.8,
 KD0077'5 RAILS EAST OF CULVERT 335, 45 FEET WEST OF THE CENTER OF A
 KD0077'ROAD CROSSING, AND 35 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 KD0077'A STANDARD DISK, STAMPED L 125 1935 AND SET IN THE TOP OF A
 KD0077'CONCRETE POST.
 KD0077
 KD0077                          STATION RECOVERY (1967)
 KD0077
 KD0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0077'RECOVERED IN GOOD CONDITION.
 KD0077
 KD0077                          STATION RECOVERY (1991)
 KD0077
 KD0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KD0077'STATION IS LOCATED ABOUT 8 KM (5.0 MI) EAST OF CENTRALIA, 6 KM
 KD0077'(3.7 MI) WEST OF THOMPSON, ON THE RIGHT-OF-WAY OF THE NORFOLK AND
 KD0077'WESTERN RAILROAD, AT A GRAVEL ROAD CROSSING.  OWNERSHIP--NORFOLK AND
 KD0077'WESTEWRN RAILWAY.
 KD0077'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 124 AT THE HIGHWAY
 KD0077'DEPARTMENT GARAGE ON THE NORTH SIDE OF CENTRALIA, GO EAST ON HIGHWAY
 KD0077'22 FOR 3.24 KM (2.01 MI) TO A CONCRETE BRIDGE AT THE COUNTY LINE.
 KD0077'CONTINUE EAST FOR 4.91 KM (3.05 MI) TO A GRAVEL ROAD RIGHT.  TURN
 KD0077'RIGHT, SOUTH, ON NEW HOPE CHURCH ROAD FOR 0.06 KM (0.04 MI) TO THE
 KD0077'SECOND SET OF TRACKS AND THE STATION ON THE RIGHT.
 KD0077'STATION IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST, CHIPPED BUT
 KD0077'STILL SOLID, PROJECTING 15 CM IN TALL WEEDS, LOCATED 15.3 M
 KD0077'(50.2 FT) SOUTH OF AND SLIGHTLY LOWER THAN THE SOUTH RAIL, 13.7 M
 KD0077'(44.9 FT) WEST OF THE ROAD CENTER, 7.1 M (23.3 FT) WEST-NORTHWEST OF
 KD0077'UTILITY POLE 296, 0.9 M (3.0 FT) NORTH OF A FENCE, AND 0.3 M
 KD0077'(1.0 FT) EAST OF A METAL WITNESS POST.
 KD0077
 KD0077                          STATION RECOVERY (2005)
 KD0077
 KD0077'RECOVERY NOTE BY GEOCACHING 2005 (KHK)
 KD0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0764 ***********************************************************************
 HD0764  DESIGNATION -  L 126
 HD0764  PID         -  HD0764
 HD0764  STATE/COUNTY-  MO/DADE
 HD0764  USGS QUAD   -  EVERTON (1975)
 HD0764
 HD0764                         *CURRENT SURVEY CONTROL
 HD0764  ___________________________________________________________________
 HD0764* NAD 83(1986)-  37 19 23.     (N)    093 40 30.     (W)     SCALED    
 HD0764* NAVD 88     -       335.448  (meters)    1100.55   (feet)  ADJUSTED  
 HD0764  ___________________________________________________________________
 HD0764  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 HD0764  DYNAMIC HT  -         335.180 (meters)    1099.67  (feet)  COMP
 HD0764  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 HD0764
 HD0764  VERT ORDER  -  SECOND    CLASS 0
 HD0764
 HD0764.The horizontal coordinates were scaled from a topographic map and have
 HD0764.an estimated accuracy of +/- 6 seconds.
 HD0764
 HD0764.The orthometric height was determined by differential leveling
 HD0764.and adjusted by the National Geodetic Survey in June 1991..
 HD0764
 HD0764.The geoid height was determined by GEOID03.
 HD0764
 HD0764.The dynamic height is computed by dividing the NAVD 88
 HD0764.geopotential number by the normal gravity value computed on the
 HD0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0764.degrees latitude (g = 980.6199 gals.).
 HD0764
 HD0764.The modeled gravity was interpolated from observed gravity values.
 HD0764
 HD0764;                    North         East    Units  Estimated Accuracy
 HD0764;SPC MO W     -   128,640.      923,120.      MT  (+/- 180 meters Scaled)
 HD0764
 HD0764                          SUPERSEDED SURVEY CONTROL
 HD0764
 HD0764  NGVD 29 (??/??/92)  335.313  (m)         1100.11   (f) ADJ UNCH    2 0
 HD0764
 HD0764.Superseded values are not recommended for survey control.
 HD0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0764.See file dsdata.txt to determine how the superseded data were derived.
 HD0764
 HD0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB401309(NAD 83)
 HD0764_MARKER: DB = BENCH MARK DISK
 HD0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0764_STAMPING: L 126 1935
 HD0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0764+STABILITY: SURFACE MOTION
 HD0764
 HD0764  HISTORY     - Date     Condition        Report By
 HD0764  HISTORY     - 1935     MONUMENTED       CGS
 HD0764  HISTORY     - 1956     GOOD             USGS
 HD0764
 HD0764                          STATION DESCRIPTION
 HD0764
 HD0764'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 HD0764'2 MI SE FROM EVERTON.
 HD0764'2.0 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0764'FROM EVERTON, DADE COUNTY, 2 POLES EAST OF THE THIRTY-FIFTH POLE
 HD0764'EAST OF MILEPOST 177, 62 FEET NORTH AND 26 FEET WEST OF THE
 HD0764'CROSSING OF PUBLIC ROAD, 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 HD0764'A STANDARD DISK, STAMPED L 126 1935 AND SET IN THE TOP OF A
 HD0764'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0732 ***********************************************************************
 HD0732  DESIGNATION -  L 127
 HD0732  PID         -  HD0732
 HD0732  STATE/COUNTY-  MO/LAWRENCE
 HD0732  USGS QUAD   -  CHESAPEAKE (1969)
 HD0732
 HD0732                         *CURRENT SURVEY CONTROL
 HD0732  ___________________________________________________________________
 HD0732* NAD 83(1986)-  37 02 32.     (N)    093 44 48.     (W)     SCALED    
 HD0732* NAVD 88     -       370.613  (meters)    1215.92   (feet)  ADJUSTED  
 HD0732  ___________________________________________________________________
 HD0732  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HD0732  DYNAMIC HT  -         370.303 (meters)    1214.90  (feet)  COMP
 HD0732  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 HD0732
 HD0732  VERT ORDER  -  SECOND    CLASS 0
 HD0732
 HD0732.The horizontal coordinates were scaled from a topographic map and have
 HD0732.an estimated accuracy of +/- 6 seconds.
 HD0732
 HD0732.The orthometric height was determined by differential leveling
 HD0732.and adjusted by the National Geodetic Survey in June 1991..
 HD0732
 HD0732.The geoid height was determined by GEOID03.
 HD0732
 HD0732.The dynamic height is computed by dividing the NAVD 88
 HD0732.geopotential number by the normal gravity value computed on the
 HD0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0732.degrees latitude (g = 980.6199 gals.).
 HD0732
 HD0732.The modeled gravity was interpolated from observed gravity values.
 HD0732
 HD0732;                    North         East    Units  Estimated Accuracy
 HD0732;SPC MO W     -    97,420.      917,020.      MT  (+/- 180 meters Scaled)
 HD0732
 HD0732                          SUPERSEDED SURVEY CONTROL
 HD0732
 HD0732  NGVD 29 (??/??/92)  370.459  (m)         1215.41   (f) ADJ UNCH    2 0
 HD0732
 HD0732.Superseded values are not recommended for survey control.
 HD0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0732.See file dsdata.txt to determine how the superseded data were derived.
 HD0732
 HD0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA336998(NAD 83)
 HD0732_MARKER: DB = BENCH MARK DISK
 HD0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0732_STAMPING: L 127 1935
 HD0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0732+STABILITY: SURFACE MOTION
 HD0732
 HD0732  HISTORY     - Date     Condition        Report By
 HD0732  HISTORY     - 1935     MONUMENTED       CGS
 HD0732
 HD0732                          STATION DESCRIPTION
 HD0732
 HD0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0732'5 MI N FROM AURORA.
 HD0732'5.0 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0732'AURORA, LAWRENCE COUNTY, AT ELLIOTT, 0.2 MILE WEST OF MILEPOST 193,
 HD0732'AT A ROAD CROSSING, 10 YARDS EAST OF THE CENTERLINE OF THE ROAD,
 HD0732'AND 10-1/2 YARDS SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 HD0732'DISK, STAMPED L 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0445 ***********************************************************************
 HC0445  DESIGNATION -  L 128
 HC0445  PID         -  HC0445
 HC0445  STATE/COUNTY-  MO/WASHINGTON
 HC0445  USGS QUAD   -  BERRYMAN (1982)
 HC0445
 HC0445                         *CURRENT SURVEY CONTROL
 HC0445  ___________________________________________________________________
 HC0445* NAD 83(1986)-  37 54 49.     (N)    091 03 02.     (W)     SCALED    
 HC0445* NAVD 88     -       244.279  (meters)     801.44   (feet)  ADJUSTED  
 HC0445  ___________________________________________________________________
 HC0445  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HC0445  DYNAMIC HT  -         244.105 (meters)     800.87  (feet)  COMP
 HC0445  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 HC0445
 HC0445  VERT ORDER  -  SECOND    CLASS 0
 HC0445
 HC0445.The horizontal coordinates were scaled from a topographic map and have
 HC0445.an estimated accuracy of +/- 6 seconds.
 HC0445
 HC0445.The orthometric height was determined by differential leveling
 HC0445.and adjusted by the National Geodetic Survey in June 1991..
 HC0445
 HC0445.The geoid height was determined by GEOID03.
 HC0445
 HC0445.The dynamic height is computed by dividing the NAVD 88
 HC0445.geopotential number by the normal gravity value computed on the
 HC0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0445.degrees latitude (g = 980.6199 gals.).
 HC0445
 HC0445.The modeled gravity was interpolated from observed gravity values.
 HC0445
 HC0445;                    North         East    Units  Estimated Accuracy
 HC0445;SPC MO E     -   230,990.      201,590.      MT  (+/- 180 meters Scaled)
 HC0445
 HC0445                          SUPERSEDED SURVEY CONTROL
 HC0445
 HC0445  NGVD 29 (??/??/92)  244.289  (m)          801.47   (f) ADJ UNCH    2 0
 HC0445
 HC0445.Superseded values are not recommended for survey control.
 HC0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0445.See file dsdata.txt to determine how the superseded data were derived.
 HC0445
 HC0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB713980(NAD 83)
 HC0445_MARKER: DB = BENCH MARK DISK
 HC0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0445_STAMPING: L 128 1935
 HC0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0445+STABILITY: SURFACE MOTION
 HC0445
 HC0445  HISTORY     - Date     Condition        Report By
 HC0445  HISTORY     - 1935     MONUMENTED       CGS
 HC0445  HISTORY     - 1940     GOOD             NGS
 HC0445
 HC0445                          STATION DESCRIPTION
 HC0445
 HC0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HC0445'2.4 MI E FROM BERRYMAN.
 HC0445'IN WASHINGTON COUNTY, 2.4 MILES EAST ALONG STATE HIGHWAY 8 FROM
 HC0445'BERRYMAN, CRAWFORD COUNTY, 0.2 MILE EAST OF A FARMHOUSE, 340 FEET
 HC0445'EAST OF BRIDGE NO. J 403, 37.9 FEET NORTH OF THE CENTERLINE OF THE
 HC0445'HIGHWAY, AND 0.5 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A
 HC0445'STANDARD DISK, STAMPED L 128 1935 AND SET IN THE TOP OF A CONCRETE
 HC0445'POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0249 ***********************************************************************
 JC0249  DESIGNATION -  L 129
 JC0249  PID         -  JC0249
 JC0249  STATE/COUNTY-  MO/JEFFERSON
 JC0249  USGS QUAD   -  HERCULANEUM (1993)
 JC0249
 JC0249                         *CURRENT SURVEY CONTROL
 JC0249  ___________________________________________________________________
 JC0249* NAD 83(1986)-  38 17 11.     (N)    090 22 50.     (W)     SCALED    
 JC0249* NAVD 88     -       133.818  (meters)     439.03   (feet)  ADJUSTED  
 JC0249  ___________________________________________________________________
 JC0249  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JC0249  DYNAMIC HT  -         133.731 (meters)     438.75  (feet)  COMP
 JC0249  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 JC0249
 JC0249  VERT ORDER  -  SECOND    CLASS 0
 JC0249
 JC0249.The horizontal coordinates were scaled from a topographic map and have
 JC0249.an estimated accuracy of +/- 6 seconds.
 JC0249
 JC0249.The orthometric height was determined by differential leveling
 JC0249.and adjusted by the National Geodetic Survey in June 1991..
 JC0249
 JC0249.The geoid height was determined by GEOID03.
 JC0249
 JC0249.The dynamic height is computed by dividing the NAVD 88
 JC0249.geopotential number by the normal gravity value computed on the
 JC0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0249.degrees latitude (g = 980.6199 gals.).
 JC0249
 JC0249.The modeled gravity was interpolated from observed gravity values.
 JC0249
 JC0249;                    North         East    Units  Estimated Accuracy
 JC0249;SPC MO E     -   272,230.      260,450.      MT  (+/- 180 meters Scaled)
 JC0249
 JC0249                          SUPERSEDED SURVEY CONTROL
 JC0249
 JC0249  NGVD 29 (??/??/92)  133.939  (m)          439.43   (f) ADJ UNCH    2 0
 JC0249
 JC0249.Superseded values are not recommended for survey control.
 JC0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0249.See file dsdata.txt to determine how the superseded data were derived.
 JC0249
 JC0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC291408(NAD 83)
 JC0249_MARKER: DB = BENCH MARK DISK
 JC0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0249_STAMPING: L 129 1935
 JC0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0249+STABILITY: SURFACE MOTION
 JC0249
 JC0249  HISTORY     - Date     Condition        Report By
 JC0249  HISTORY     - 1935     MONUMENTED       CGS
 JC0249  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC0249  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC0249
 JC0249                          STATION DESCRIPTION
 JC0249
 JC0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0249'AT RIVERSIDE.
 JC0249'AT RIVERSIDE, JEFFERSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 JC0249'46 FEET NORTH OF THE NORTH LINE OF THE STATION, AND 18 FEET EAST
 JC0249'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 JC0249'L 129 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JC0249
 JC0249                          STATION RECOVERY (1987)
 JC0249
 JC0249'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCR)
 JC0249'MARK NOT FOUND.
 JC0249
 JC0249                          STATION RECOVERY (1987)
 JC0249
 JC0249'RECOVERY NOTE BY US POWER SQUADRON 1987 (VFK)
 JC0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1011 ***********************************************************************
 HB1011  DESIGNATION -  L 13
 HB1011  PID         -  HB1011
 HB1011  STATE/COUNTY-  MO/STODDARD
 HB1011  USGS QUAD   -  ADVANCE (1963)
 HB1011
 HB1011                         *CURRENT SURVEY CONTROL
 HB1011  ___________________________________________________________________
 HB1011* NAD 83(1986)-  37 05 34.     (N)    089 55 49.     (W)     SCALED    
 HB1011* NAVD 88     -       107.582  (meters)     352.96   (feet)  ADJUSTED  
 HB1011  ___________________________________________________________________
 HB1011  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB1011  DYNAMIC HT  -         107.503 (meters)     352.70  (feet)  COMP
 HB1011  MODELED GRAV-     979,894.1   (mgal)                       NAVD 88
 HB1011
 HB1011  VERT ORDER  -  FIRST     CLASS II
 HB1011
 HB1011.The horizontal coordinates were scaled from a topographic map and have
 HB1011.an estimated accuracy of +/- 6 seconds.
 HB1011
 HB1011.The orthometric height was determined by differential leveling
 HB1011.and adjusted by the National Geodetic Survey in June 1991..
 HB1011
 HB1011.The geoid height was determined by GEOID03.
 HB1011
 HB1011.The dynamic height is computed by dividing the NAVD 88
 HB1011.geopotential number by the normal gravity value computed on the
 HB1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1011.degrees latitude (g = 980.6199 gals.).
 HB1011
 HB1011.The modeled gravity was interpolated from observed gravity values.
 HB1011
 HB1011;                    North         East    Units  Estimated Accuracy
 HB1011;SPC MO E     -   139,900.      300,650.      MT  (+/- 180 meters Scaled)
 HB1011
 HB1011                          SUPERSEDED SURVEY CONTROL
 HB1011
 HB1011  NGVD 29 (??/??/??)  107.549  (m)          352.85   (f) ADJUSTED    1 2
 HB1011
 HB1011.Superseded values are not recommended for survey control.
 HB1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1011.See file dsdata.txt to determine how the superseded data were derived.
 HB1011
 HB1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG395091(NAD 83)
 HB1011_MARKER: DB = BENCH MARK DISK
 HB1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1011_STAMPING: 353.182 L 13 1932
 HB1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1011+STABILITY: SURFACE MOTION
 HB1011
 HB1011  HISTORY     - Date     Condition        Report By
 HB1011  HISTORY     - 1932     MONUMENTED       CGS
 HB1011  HISTORY     - 1934     GOOD             CGS
 HB1011  HISTORY     - 20020823 MARK NOT FOUND   USACE
 HB1011
 HB1011                          STATION DESCRIPTION
 HB1011
 HB1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HB1011'1.3 MI SW FROM ADVANCE.
 HB1011'1.3 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HB1011'FROM THE STATION AT ADVANCE, STODDARD COUNTY, 92 FEET EAST OF
 HB1011'POLE 159/4, 50 FEET SOUTH OF THE CENTER OF A PUBLIC ROAD
 HB1011'CROSSING, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 28
 HB1011'FEET SOUTHEAST OF A CROSSING WARNING SIGN, 23 FEET NORTHWEST OF
 HB1011'THE SOUTHEAST RIGHT-OF-WAY FENCE, AND 5.5 FEET NORTHWEST OF A
 HB1011'TELEPHONE POLE.  A STANDARD DISK, STAMPED 353.182 L 13 1932 AND
 HB1011'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 HB1011'GROUND.
 HB1011
 HB1011                          STATION RECOVERY (2002)
 HB1011
 HB1011'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0393 ***********************************************************************
 JC0393  DESIGNATION -  L 130
 JC0393  PID         -  JC0393
 JC0393  STATE/COUNTY-  MO/JEFFERSON
 JC0393  USGS QUAD   -  FLETCHER (1981)
 JC0393
 JC0393                         *CURRENT SURVEY CONTROL
 JC0393  ___________________________________________________________________
 JC0393* NAD 83(1986)-  38 08 28.     (N)    090 39 20.     (W)     SCALED    
 JC0393* NAVD 88     -       254.899  (meters)     836.28   (feet)  ADJUSTED  
 JC0393  ___________________________________________________________________
 JC0393  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 JC0393  DYNAMIC HT  -         254.727 (meters)     835.72  (feet)  COMP
 JC0393  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 JC0393
 JC0393  VERT ORDER  -  SECOND    CLASS 0
 JC0393
 JC0393.The horizontal coordinates were scaled from a topographic map and have
 JC0393.an estimated accuracy of +/- 6 seconds.
 JC0393
 JC0393.The orthometric height was determined by differential leveling
 JC0393.and adjusted by the National Geodetic Survey in June 1991..
 JC0393
 JC0393.The geoid height was determined by GEOID03.
 JC0393
 JC0393.The dynamic height is computed by dividing the NAVD 88
 JC0393.geopotential number by the normal gravity value computed on the
 JC0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0393.degrees latitude (g = 980.6199 gals.).
 JC0393
 JC0393.The modeled gravity was interpolated from observed gravity values.
 JC0393
 JC0393;                    North         East    Units  Estimated Accuracy
 JC0393;SPC MO E     -   256,110.      236,360.      MT  (+/- 180 meters Scaled)
 JC0393
 JC0393                          SUPERSEDED SURVEY CONTROL
 JC0393
 JC0393  NGVD 29 (??/??/92)  254.970  (m)          836.51   (f) ADJ UNCH    2 0
 JC0393
 JC0393.Superseded values are not recommended for survey control.
 JC0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0393.See file dsdata.txt to determine how the superseded data were derived.
 JC0393
 JC0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC054240(NAD 83)
 JC0393_MARKER: DB = BENCH MARK DISK
 JC0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0393_STAMPING: L 130 1935
 JC0393_MARK LOGO: CGS   
 JC0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0393+STABILITY: SURFACE MOTION
 JC0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0393+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 JC0393
 JC0393  HISTORY     - Date     Condition        Report By
 JC0393  HISTORY     - 1935     MONUMENTED       CGS
 JC0393  HISTORY     - 1945     GOOD             NGS
 JC0393  HISTORY     - 19930202 GOOD             MODNR
 JC0393  HISTORY     - 20050315 GOOD             MODNR
 JC0393
 JC0393                          STATION DESCRIPTION
 JC0393
 JC0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JC0393'6.4 MI NW FROM DE SOTO.
 JC0393'6.4 MILES NORTHWEST ALONG COUNTY ROAD NH FROM THE MISSOURI PACIFIC
 JC0393'RAILROAD STATION AT DE SOTO, JEFFERSON COUNTY, 28 FEET NORTH OF THE
 JC0393'CENTERLINE OF THE ROAD, AND NEAR A TELEPHONE POLE.  A STANDARD
 JC0393'DISK, STAMPED L 130 1935 AND SET IN THE TOP OF A CONCRETE POST
 JC0393'PROJECTING 4 INCHES ABOVE GROUND.
 JC0393
 JC0393                          STATION RECOVERY (1993)
 JC0393
 JC0393'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 JC0393'THIS MARK WAS RECOVERED IN GOOD CONDITION. IT IS 28 FEET NORTH OF THE
 JC0393'CENTERLINE OF HIGHWAY H, 3.5 FEET FROM A CARSONITE WITNESS POST. TO
 JC0393'REACH FROM THE INTERSECTION OF HIGHWAY 21 AND HIGHWAY H AT THE
 JC0393'SOUTHWEST EDGE OF DE SOTO, GO 4.6 MILES WEST ON HIGHWAY H TO THE MARK
 JC0393'ON THE RIGHT.
 JC0393
 JC0393                          STATION RECOVERY (2005)
 JC0393
 JC0393'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (MJC)
 JC0393'RECOVERED AS DESCRIBED. DESCRIPTION AND TO REACH ARE ADEQUATE. SOME
 JC0393'BRUSH TRIMMING NEEDED OF GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1301 ***********************************************************************
 JD1301  DESIGNATION -  L 132
 JD1301  PID         -  JD1301
 JD1301  STATE/COUNTY-  MO/BENTON
 JD1301  USGS QUAD   -  COLE CAMP (1961)
 JD1301
 JD1301                         *CURRENT SURVEY CONTROL
 JD1301  ___________________________________________________________________
 JD1301* NAD 83(1986)-  38 28 06.     (N)    093 11 24.     (W)     SCALED    
 JD1301* NAVD 88     -       331.498  (meters)    1087.59   (feet)  ADJUSTED  
 JD1301  ___________________________________________________________________
 JD1301  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD1301  DYNAMIC HT  -         331.260 (meters)    1086.81  (feet)  COMP
 JD1301  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 JD1301
 JD1301  VERT ORDER  -  SECOND    CLASS 0
 JD1301
 JD1301.The horizontal coordinates were scaled from a topographic map and have
 JD1301.an estimated accuracy of +/- 6 seconds.
 JD1301
 JD1301.The orthometric height was determined by differential leveling
 JD1301.and adjusted by the National Geodetic Survey in June 1991..
 JD1301
 JD1301.The geoid height was determined by GEOID03.
 JD1301
 JD1301.The dynamic height is computed by dividing the NAVD 88
 JD1301.geopotential number by the normal gravity value computed on the
 JD1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1301.degrees latitude (g = 980.6199 gals.).
 JD1301
 JD1301.The modeled gravity was interpolated from observed gravity values.
 JD1301
 JD1301;                    North         East    Units  Estimated Accuracy
 JD1301;SPC MO C     -   292,640.      439,790.      MT  (+/- 180 meters Scaled)
 JD1301
 JD1301                          SUPERSEDED SURVEY CONTROL
 JD1301
 JD1301  NGVD 29 (??/??/92)  331.37   (m)         1087.2    (f) COMPUTED    2 0
 JD1301
 JD1301.Superseded values are not recommended for survey control.
 JD1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1301.See file dsdata.txt to determine how the superseded data were derived.
 JD1301
 JD1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC834577(NAD 83)
 JD1301_MARKER: DB = BENCH MARK DISK
 JD1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1301_STAMPING: L 132 1935
 JD1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1301+STABILITY: SURFACE MOTION
 JD1301
 JD1301  HISTORY     - Date     Condition        Report By
 JD1301  HISTORY     - 1935     MONUMENTED       CGS
 JD1301  HISTORY     - 1959     MARK NOT FOUND   NGS
 JD1301
 JD1301                          STATION DESCRIPTION
 JD1301
 JD1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JD1301'1 MI NE FROM COLE CAMP.
 JD1301'1.0 MILE NORTHEAST ALONG THE ABANDONED MISSOURI PACIFIC RAILROAD
 JD1301'FROM THE STATION AT COLE CAMP, 6 FEET SOUTH OF POLE 206+20,
 JD1301'50 YARDS NORTH OF A CURVE, 33 FEET WEST OF THE CENTERLINE OF
 JD1301'THE OLD ROADBED, AND 9 FEET EAST OF A FENCE.  A STANDARD DISK,
 JD1301'STAMPED L 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0114 ***********************************************************************
 KD0114  DESIGNATION -  L 133
 KD0114  PID         -  KD0114
 KD0114  STATE/COUNTY-  MO/MONROE
 KD0114  USGS QUAD   -  PARIS WEST (1979)
 KD0114
 KD0114                         *CURRENT SURVEY CONTROL
 KD0114  ___________________________________________________________________
 KD0114* NAD 83(1986)-  39 29 21.     (N)    092 00 01.     (W)     SCALED    
 KD0114* NAVD 88     -       199.753  (meters)     655.36   (feet)  ADJUSTED  
 KD0114  ___________________________________________________________________
 KD0114  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KD0114  DYNAMIC HT  -         199.637 (meters)     654.98  (feet)  COMP
 KD0114  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 KD0114
 KD0114  VERT ORDER  -  SECOND    CLASS 0
 KD0114
 KD0114.The horizontal coordinates were scaled from a topographic map and have
 KD0114.an estimated accuracy of +/- 6 seconds.
 KD0114
 KD0114.The orthometric height was determined by differential leveling
 KD0114.and adjusted by the National Geodetic Survey in June 1991..
 KD0114
 KD0114.The geoid height was determined by GEOID03.
 KD0114
 KD0114.The dynamic height is computed by dividing the NAVD 88
 KD0114.geopotential number by the normal gravity value computed on the
 KD0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0114.degrees latitude (g = 980.6199 gals.).
 KD0114
 KD0114.The modeled gravity was interpolated from observed gravity values.
 KD0114
 KD0114;                    North         East    Units  Estimated Accuracy
 KD0114;SPC MO C     -   405,850.      542,990.      MT  (+/- 180 meters Scaled)
 KD0114
 KD0114                          SUPERSEDED SURVEY CONTROL
 KD0114
 KD0114  NGVD 29 (??/??/92)  199.770  (m)          655.41   (f) ADJ UNCH    2 0
 KD0114
 KD0114.Superseded values are not recommended for survey control.
 KD0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0114.See file dsdata.txt to determine how the superseded data were derived.
 KD0114
 KD0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD859715(NAD 83)
 KD0114_MARKER: DB = BENCH MARK DISK
 KD0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0114_SP_SET: BRIDGE
 KD0114_STAMPING: L 133 1935
 KD0114
 KD0114  HISTORY     - Date     Condition        Report By
 KD0114  HISTORY     - UNK      MONUMENTED
 KD0114  HISTORY     - 1967     GOOD             NGS
 KD0114
 KD0114                          STATION DESCRIPTION
 KD0114
 KD0114'DESCRIBED UNK
 KD0114'0.3 MI N FROM PARIS.
 KD0114'0.3 MILE NORTH ALONG STATE HIGHWAY 15 FROM THE COUNTY COURTHOUSE
 KD0114'AT PARIS, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE EAST
 KD0114'WINGWALL OF THE SOUTH HEAD WALL.  A STANDARD DISK, STAMPED
 KD0114'L 133 1935.
 KD0114
 KD0114                          STATION RECOVERY (1967)
 KD0114
 KD0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0048 ***********************************************************************
 KD0048  DESIGNATION -  L 134
 KD0048  PID         -  KD0048
 KD0048  STATE/COUNTY-  MO/SHELBY
 KD0048  USGS QUAD   -  LEONARD (1963)
 KD0048
 KD0048                         *CURRENT SURVEY CONTROL
 KD0048  ___________________________________________________________________
 KD0048* NAD 83(1986)-  39 53 46.     (N)    092 10 35.     (W)     SCALED    
 KD0048* NAVD 88     -       232.870  (meters)     764.01   (feet)  ADJUSTED  
 KD0048  ___________________________________________________________________
 KD0048  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KD0048  DYNAMIC HT  -         232.744 (meters)     763.59  (feet)  COMP
 KD0048  MODELED GRAV-     980,081.8   (mgal)                       NAVD 88
 KD0048
 KD0048  VERT ORDER  -  SECOND    CLASS 0
 KD0048
 KD0048.The horizontal coordinates were scaled from a topographic map and have
 KD0048.an estimated accuracy of +/- 6 seconds.
 KD0048
 KD0048.The orthometric height was determined by differential leveling
 KD0048.and adjusted by the National Geodetic Survey in June 1991..
 KD0048
 KD0048.The geoid height was determined by GEOID03.
 KD0048
 KD0048.The dynamic height is computed by dividing the NAVD 88
 KD0048.geopotential number by the normal gravity value computed on the
 KD0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0048.degrees latitude (g = 980.6199 gals.).
 KD0048
 KD0048.The modeled gravity was interpolated from observed gravity values.
 KD0048
 KD0048;                    North         East    Units  Estimated Accuracy
 KD0048;SPC MO C     -   450,960.      527,670.      MT  (+/- 180 meters Scaled)
 KD0048
 KD0048                          SUPERSEDED SURVEY CONTROL
 KD0048
 KD0048  NGVD 29 (??/??/92)  232.902  (m)          764.11   (f) ADJ UNCH    2 0
 KD0048
 KD0048.Superseded values are not recommended for survey control.
 KD0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0048.See file dsdata.txt to determine how the superseded data were derived.
 KD0048
 KD0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE704165(NAD 83)
 KD0048_MARKER: DB = BENCH MARK DISK
 KD0048_SETTING: 0 = UNSPECIFIED SETTING
 KD0048_STAMPING: L 134 1935
 KD0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0048
 KD0048  HISTORY     - Date     Condition        Report By
 KD0048  HISTORY     - 1935     MONUMENTED       CGS
 KD0048  HISTORY     - 1967     GOOD             NGS
 KD0048
 KD0048                          STATION DESCRIPTION
 KD0048
 KD0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KD0048'AT LEONARD.
 KD0048'ABOUT 0.05 MILE EAST ALONG STATE ROAD M FROM THE JUNCTION OF
 KD0048'STATE HIGHWAY 151 AND STATE ROADS H AND M, 45 FEET NORTH OF THE
 KD0048'CENTER OF STATE ROAD M, 2 FEET NORTH OF A FENCE, 2.5 FEET
 KD0048'NORTH OF A METAL WITNESS POST, 1 FOOT NORTHWEST OF AN OAK TREE,
 KD0048'AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0507 ***********************************************************************
 KC0507  DESIGNATION -  L 135
 KC0507  PID         -  KC0507
 KC0507  STATE/COUNTY-  MO/RALLS
 KC0507  USGS QUAD   -  RENSSELAER (1958)
 KC0507
 KC0507                         *CURRENT SURVEY CONTROL
 KC0507  ___________________________________________________________________
 KC0507* NAD 83(1986)-  39 39 31.     (N)    091 34 51.     (W)     SCALED    
 KC0507* NAVD 88     -       222.970  (meters)     731.53   (feet)  ADJUSTED  
 KC0507  ___________________________________________________________________
 KC0507  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0507  DYNAMIC HT  -         222.846 (meters)     731.12  (feet)  COMP
 KC0507  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 KC0507
 KC0507  VERT ORDER  -  SECOND    CLASS 0
 KC0507
 KC0507.The horizontal coordinates were scaled from a topographic map and have
 KC0507.an estimated accuracy of +/- 6 seconds.
 KC0507
 KC0507.The orthometric height was determined by differential leveling
 KC0507.and adjusted by the National Geodetic Survey in June 1991..
 KC0507
 KC0507.The geoid height was determined by GEOID03.
 KC0507
 KC0507.The dynamic height is computed by dividing the NAVD 88
 KC0507.geopotential number by the normal gravity value computed on the
 KC0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0507.degrees latitude (g = 980.6199 gals.).
 KC0507
 KC0507.The modeled gravity was interpolated from observed gravity values.
 KC0507
 KC0507;                    North         East    Units  Estimated Accuracy
 KC0507;SPC MO E     -   425,100.      157,250.      MT  (+/- 180 meters Scaled)
 KC0507
 KC0507                          SUPERSEDED SURVEY CONTROL
 KC0507
 KC0507  NGVD 29 (??/??/92)  222.990  (m)          731.59   (f) ADJ UNCH    2 0
 KC0507
 KC0507.Superseded values are not recommended for survey control.
 KC0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0507.See file dsdata.txt to determine how the superseded data were derived.
 KC0507
 KC0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD217908(NAD 83)
 KC0507_MARKER: DB = BENCH MARK DISK
 KC0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0507_STAMPING: L 135 1935
 KC0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0507+STABILITY: SURFACE MOTION
 KC0507
 KC0507  HISTORY     - Date     Condition        Report By
 KC0507  HISTORY     - 1935     MONUMENTED       CGS
 KC0507
 KC0507                          STATION DESCRIPTION
 KC0507
 KC0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0507'0.9 MI E FROM HUNTINGTON.
 KC0507'0.9 MILE EAST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0507'HUNTINGTON, RALLS COUNTY, AT MILEAGE 14.3, 12 FEET WEST OF THE
 KC0507'CENTER OF A FIELD ROAD GRADE CROSSING, AND 49 FEET NORTH OF
 KC0507'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 135
 KC0507'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0186 ***********************************************************************
 KC0186  DESIGNATION -  L 136
 KC0186  PID         -  KC0186
 KC0186  STATE/COUNTY-  MO/LINCOLN
 KC0186  USGS QUAD   -  OKETE (1984)
 KC0186
 KC0186                         *CURRENT SURVEY CONTROL
 KC0186  ___________________________________________________________________
 KC0186* NAD 83(1986)-  39 03 17.     (N)    090 58 06.     (W)     SCALED    
 KC0186* NAVD 88     -       215.638  (meters)     707.47   (feet)  ADJUSTED  
 KC0186  ___________________________________________________________________
 KC0186  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KC0186  DYNAMIC HT  -         215.504 (meters)     707.03  (feet)  COMP
 KC0186  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 KC0186
 KC0186  VERT ORDER  -  SECOND    CLASS 0
 KC0186
 KC0186.The horizontal coordinates were scaled from a topographic map and have
 KC0186.an estimated accuracy of +/- 6 seconds.
 KC0186
 KC0186.The orthometric height was determined by differential leveling
 KC0186.and adjusted by the National Geodetic Survey in June 1991..
 KC0186
 KC0186.The geoid height was determined by GEOID03.
 KC0186
 KC0186.The dynamic height is computed by dividing the NAVD 88
 KC0186.geopotential number by the normal gravity value computed on the
 KC0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0186.degrees latitude (g = 980.6199 gals.).
 KC0186
 KC0186.The modeled gravity was interpolated from observed gravity values.
 KC0186
 KC0186;                    North         East    Units  Estimated Accuracy
 KC0186;SPC MO E     -   357,610.      209,460.      MT  (+/- 180 meters Scaled)
 KC0186
 KC0186                          SUPERSEDED SURVEY CONTROL
 KC0186
 KC0186  NGVD 29 (??/??/92)  215.656  (m)          707.53   (f) ADJ UNCH    2 0
 KC0186
 KC0186.Superseded values are not recommended for survey control.
 KC0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0186.See file dsdata.txt to determine how the superseded data were derived.
 KC0186
 KC0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD757248(NAD 83)
 KC0186_MARKER: DB = BENCH MARK DISK
 KC0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0186_STAMPING: L 136 1935
 KC0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0186+STABILITY: SURFACE MOTION
 KC0186
 KC0186  HISTORY     - Date     Condition        Report By
 KC0186  HISTORY     - 1935     MONUMENTED       CGS
 KC0186  HISTORY     - 1972     MARK NOT FOUND   USGS
 KC0186  HISTORY     - 19910903 MARK NOT FOUND   USPSQD
 KC0186  HISTORY     - 19990420 MARK NOT FOUND   USPSQD
 KC0186
 KC0186                          STATION DESCRIPTION
 KC0186
 KC0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0186'5 MI S FROM AUBURN.
 KC0186'5.0 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE DIXIE SERVICE
 KC0186'STATION AT AUBURN, LINCOLN COUNTY, 2 MILES EAST OF DAVIS, 20
 KC0186'YARDS NORTH OF A MOBILE GASOLINE SERVICE STATION, 16 YARDS WEST
 KC0186'OF THE CENTERLINE OF THE HIGHWAY, AND ON THE FENCE LINE.  A
 KC0186'STANDARD DISK, STAMPED L 136 1935 AND SET IN THE TOP OF A
 KC0186'CONCRETE POST.
 KC0186
 KC0186                          STATION RECOVERY (1972)
 KC0186
 KC0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KC0186'MARK NOT FOUND.
 KC0186
 KC0186                          STATION RECOVERY (1991)
 KC0186
 KC0186'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS)
 KC0186'MARK NOT FOUND.
 KC0186
 KC0186                          STATION RECOVERY (1999)
 KC0186
 KC0186'RECOVERY NOTE BY US POWER SQUADRON 1999
 KC0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0405 ***********************************************************************
 KC0405  DESIGNATION -  L 137
 KC0405  PID         -  KC0405
 KC0405  STATE/COUNTY-  MO/PIKE
 KC0405  USGS QUAD   -  BOWLING GREEN (1984)
 KC0405
 KC0405                         *CURRENT SURVEY CONTROL
 KC0405  ___________________________________________________________________
 KC0405* NAD 83(1986)-  39 21 00.     (N)    091 11 44.     (W)     SCALED    
 KC0405* NAVD 88     -       248.459  (meters)     815.15   (feet)  ADJUSTED  
 KC0405  ___________________________________________________________________
 KC0405  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KC0405  DYNAMIC HT  -         248.309 (meters)     814.66  (feet)  COMP
 KC0405  MODELED GRAV-     980,017.4   (mgal)                       NAVD 88
 KC0405
 KC0405  VERT ORDER  -  SECOND    CLASS 0
 KC0405
 KC0405.The horizontal coordinates were scaled from a topographic map and have
 KC0405.an estimated accuracy of +/- 6 seconds.
 KC0405
 KC0405.The orthometric height was determined by differential leveling
 KC0405.and adjusted by the National Geodetic Survey in June 1991..
 KC0405
 KC0405.The geoid height was determined by GEOID03.
 KC0405
 KC0405.The dynamic height is computed by dividing the NAVD 88
 KC0405.geopotential number by the normal gravity value computed on the
 KC0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0405.degrees latitude (g = 980.6199 gals.).
 KC0405
 KC0405.The modeled gravity was interpolated from observed gravity values.
 KC0405
 KC0405;                    North         East    Units  Estimated Accuracy
 KC0405;SPC MO E     -   390,520.      190,050.      MT  (+/- 180 meters Scaled)
 KC0405
 KC0405                          SUPERSEDED SURVEY CONTROL
 KC0405
 KC0405  NGVD 29 (??/??/92)  248.475  (m)          815.21   (f) ADJ UNCH    2 0
 KC0405
 KC0405.Superseded values are not recommended for survey control.
 KC0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0405.See file dsdata.txt to determine how the superseded data were derived.
 KC0405
 KC0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD554571(NAD 83)
 KC0405_MARKER: DB = BENCH MARK DISK
 KC0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0405_SP_SET: UNDERPASS
 KC0405_STAMPING: L 137 1935
 KC0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0405
 KC0405  HISTORY     - Date     Condition        Report By
 KC0405  HISTORY     - 1935     MONUMENTED       CGS
 KC0405  HISTORY     - 1972     MARK NOT FOUND   USGS
 KC0405
 KC0405                          STATION DESCRIPTION
 KC0405
 KC0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0405'0.9 MI E FROM BOWLING GREEN.
 KC0405'0.9 MILE EAST ALONG THE CHICAGO AND ALTON RAILROAD FROM THE
 KC0405'STATION AT BOWLING GREEN, PIKE COUNTY, AT AN UNDERPASS, IN THE
 KC0405'TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL, AND ABOUT
 KC0405'4-1/2 YARDS SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 KC0405'DISK, STAMPED L 137 1935.
 KC0405
 KC0405                          STATION RECOVERY (1972)
 KC0405
 KC0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KC0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0058 ***********************************************************************
 HC0058  DESIGNATION -  L 139
 HC0058  PID         -  HC0058
 HC0058  STATE/COUNTY-  MO/MADISON
 HC0058  USGS QUAD   -  HIGDON (1980)
 HC0058
 HC0058                         *CURRENT SURVEY CONTROL
 HC0058  ___________________________________________________________________
 HC0058* NAD 83(1986)-  37 33 17.     (N)    090 14 02.     (W)     SCALED    
 HC0058* NAVD 88     -       254.398  (meters)     834.64   (feet)  ADJUSTED  
 HC0058  ___________________________________________________________________
 HC0058  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HC0058  DYNAMIC HT  -         254.211 (meters)     834.02  (feet)  COMP
 HC0058  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 HC0058
 HC0058  VERT ORDER  -  SECOND    CLASS 0
 HC0058
 HC0058.The horizontal coordinates were scaled from a topographic map and have
 HC0058.an estimated accuracy of +/- 6 seconds.
 HC0058
 HC0058.The orthometric height was determined by differential leveling
 HC0058.and adjusted by the National Geodetic Survey in June 1991..
 HC0058
 HC0058.The geoid height was determined by GEOID03.
 HC0058
 HC0058.The dynamic height is computed by dividing the NAVD 88
 HC0058.geopotential number by the normal gravity value computed on the
 HC0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0058.degrees latitude (g = 980.6199 gals.).
 HC0058
 HC0058.The modeled gravity was interpolated from observed gravity values.
 HC0058
 HC0058;                    North         East    Units  Estimated Accuracy
 HC0058;SPC MO E     -   191,050.      273,510.      MT  (+/- 180 meters Scaled)
 HC0058
 HC0058                          SUPERSEDED SURVEY CONTROL
 HC0058
 HC0058  NGVD 29 (??/??/92)  254.463  (m)          834.85   (f) ADJ UNCH    2 0
 HC0058
 HC0058.Superseded values are not recommended for survey control.
 HC0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0058.See file dsdata.txt to determine how the superseded data were derived.
 HC0058
 HC0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB443600(NAD 83)
 HC0058_MARKER: DB = BENCH MARK DISK
 HC0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0058_STAMPING: L 139 1935
 HC0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0058+STABILITY: SURFACE MOTION
 HC0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0058+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 HC0058
 HC0058  HISTORY     - Date     Condition        Report By
 HC0058  HISTORY     - 1935     MONUMENTED       CGS
 HC0058  HISTORY     - 1976     GOOD             USGS
 HC0058  HISTORY     - 1976     GOOD             USGS
 HC0058  HISTORY     - 20031215 GOOD             USACE
 HC0058
 HC0058                          STATION DESCRIPTION
 HC0058
 HC0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0058'3.7 MI SE FROM FREDERICKTOWN.
 HC0058'3.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0058'STATION AT FREDERICKTOWN, 0.2 MILE EAST OF MILEPOST 108, AT
 HC0058'POLE 108/06, AT A ROAD CROSSING, 30 FEET EAST OF THE CENTERLINE
 HC0058'OF THE MAIN TRACK, AND 11 FEET NORTH OF THE PRIVATE ROAD.  A
 HC0058'STANDARD DISK, STAMPED L 139 1935 AND SET IN THE TOP OF A
 HC0058'CONCRETE POST.
 HC0058
 HC0058                          STATION RECOVERY (1976)
 HC0058
 HC0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0058'3.7 MILES SOUTHEAST ALONG THE ABANDONED MISSOURI PACIFIC RR FROM THE
 HC0058'STATION AT FREDERICKTOWN, MO. 1.25 MILES SOUTHEAST ALONG STATE
 HC0058'HIGHWAY 72 FROM THE JUNCTION OF COUNTY HIGHWAY J. ABOUT 1000 FT. SW
 HC0058'OF THE CORNER OF SECTIONS 11,12,13, AND 14, T-33-N, R-7-E. 78 FT. SW
 HC0058'OF CENTERLINE OF THE HIGHWAY, 44 FT. SW OF THE GUY POLE ON THE SOUTH
 HC0058'SIDE OF THE HIGHWAY, 33 FT. NE OF THE CENTERLINE OF THE OLD RAILROAD
 HC0058'GRADE, 15 FT. SW OF A 8 IN. SASSAFRAS TREE, 9 FT. W. OF THE
 HC0058'CENTERLINE OF A FIELD ROAD CROSSING THE OLD GRADE. A SDT. DISK SET IN
 HC0058'CONC. POST, STAMPED L-139 1935.
 HC0058
 HC0058                          STATION RECOVERY (1976)
 HC0058
 HC0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HC0058'3.7 MILES SOUTHEAST ALONG THE ABANDONED MISSOURI PACIFIC RR FROM THE
 HC0058'STATION AT FREDERICKTOWN, MO. 1.25 MILES SOUTHEAST ALONG STATE
 HC0058'HIGHWAY 72 FROM THE JUNCTION OF COUNTY HIGHWAY J. ABOUT 1000 FT. SW
 HC0058'OF THE CORNER OF SECTIONS 11,12,13, AND 14, T-33-N, R-7-E. 78 FT. SW
 HC0058'OF CENTERLINE OF THE HIGHWAY, 44 FT. SW OF THE GUY POLE ON THE SOUTH
 HC0058'SIDE OF THE HIGHWAY, 33 FT. NE OF THE CENTERLINE OF THE OLD RAILROAD
 HC0058'GRADE, 15 FT. SW OF A 8 IN. SASSAFRAS TREE, 9 FT. W. OF THE
 HC0058'CENTERLINE OF A FIELD ROAD CROSSING THE OLD GRADE. A SDT. DISK SET IN
 HC0058'CONC. POST, STAMPED L-139 1935.
 HC0058
 HC0058                          STATION RECOVERY (2003)
 HC0058
 HC0058'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 HC0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0210 ***********************************************************************
 HC0210  DESIGNATION -  L 139
 HC0210  PID         -  HC0210
 HC0210  STATE/COUNTY-  MO/IRON
 HC0210  USGS QUAD   -  DES ARC (1980)
 HC0210
 HC0210                         *CURRENT SURVEY CONTROL
 HC0210  ___________________________________________________________________
 HC0210* NAD 83(1986)-  37 17 42.     (N)    090 38 25.     (W)     SCALED    
 HC0210* NAVD 88     -       164.041  (meters)     538.19   (feet)  ADJUSTED  
 HC0210  ___________________________________________________________________
 HC0210  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HC0210  DYNAMIC HT  -         163.914 (meters)     537.77  (feet)  COMP
 HC0210  MODELED GRAV-     979,859.0   (mgal)                       NAVD 88
 HC0210
 HC0210  VERT ORDER  -  SECOND    CLASS 0
 HC0210
 HC0210.The horizontal coordinates were scaled from a topographic map and have
 HC0210.an estimated accuracy of +/- 6 seconds.
 HC0210
 HC0210.The orthometric height was determined by differential leveling
 HC0210.and adjusted by the National Geodetic Survey in June 1991..
 HC0210
 HC0210.The geoid height was determined by GEOID03.
 HC0210
 HC0210.The dynamic height is computed by dividing the NAVD 88
 HC0210.geopotential number by the normal gravity value computed on the
 HC0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0210.degrees latitude (g = 980.6199 gals.).
 HC0210
 HC0210.The modeled gravity was interpolated from observed gravity values.
 HC0210
 HC0210;                    North         East    Units  Estimated Accuracy
 HC0210;SPC MO E     -   162,200.      237,560.      MT  (+/- 180 meters Scaled)
 HC0210
 HC0210                          SUPERSEDED SURVEY CONTROL
 HC0210
 HC0210  NGVD 29 (??/??/92)  164.058  (m)          538.25   (f) ADJ UNCH    2 0
 HC0210
 HC0210.Superseded values are not recommended for survey control.
 HC0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0210.See file dsdata.txt to determine how the superseded data were derived.
 HC0210
 HC0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB091302(NAD 83)
 HC0210_MARKER: DB = BENCH MARK DISK
 HC0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0210_STAMPING: L 139 1935
 HC0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0210+STABILITY: SURFACE MOTION
 HC0210
 HC0210  HISTORY     - Date     Condition        Report By
 HC0210  HISTORY     - 1935     MONUMENTED       CGS
 HC0210
 HC0210                          STATION DESCRIPTION
 HC0210
 HC0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0210'1.4 MI N FROM DES ARC.
 HC0210'1.4 MILES NORTH ALONG THE MISSOURI RAILROAD FROM THE STATION
 HC0210'AT DES ARC, 2-1/2 POLES EAST OF MILEPOST 114, 60 FEET NORTH OF THE
 HC0210'CENTERLINE OF STATE HIGHWAY 49, 27 FEET SOUTH OF THE CENTERLINE OF
 HC0210'THE TRACK, AND 18 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 HC0210'L 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0021 ***********************************************************************
 GE0021  DESIGNATION -  L 14
 GE0021  PID         -  GE0021
 GE0021  STATE/COUNTY-  MO/BUTLER
 GE0021  USGS QUAD   -  POPLAR BLUFF (1979)
 GE0021
 GE0021                         *CURRENT SURVEY CONTROL
 GE0021  ___________________________________________________________________
 GE0021* NAD 83(1986)-  36 45 16.     (N)    090 23 30.     (W)     SCALED    
 GE0021* NAVD 88     -       103.853  (meters)     340.72   (feet)  ADJUSTED  
 GE0021  ___________________________________________________________________
 GE0021  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 GE0021  DYNAMIC HT  -         103.771 (meters)     340.46  (feet)  COMP
 GE0021  MODELED GRAV-     979,842.7   (mgal)                       NAVD 88
 GE0021
 GE0021  VERT ORDER  -  FIRST     CLASS II
 GE0021
 GE0021.The horizontal coordinates were scaled from a topographic map and have
 GE0021.an estimated accuracy of +/- 6 seconds.
 GE0021
 GE0021.The orthometric height was determined by differential leveling
 GE0021.and adjusted by the National Geodetic Survey in June 1991..
 GE0021
 GE0021.The geoid height was determined by GEOID03.
 GE0021
 GE0021.The dynamic height is computed by dividing the NAVD 88
 GE0021.geopotential number by the normal gravity value computed on the
 GE0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0021.degrees latitude (g = 980.6199 gals.).
 GE0021
 GE0021.The modeled gravity was interpolated from observed gravity values.
 GE0021
 GE0021;                    North         East    Units  Estimated Accuracy
 GE0021;SPC MO E     -   102,210.      259,670.      MT  (+/- 180 meters Scaled)
 GE0021
 GE0021                          SUPERSEDED SURVEY CONTROL
 GE0021
 GE0021  NGVD 29 (??/??/92)  103.864  (m)          340.76   (f) ADJ UNCH    1 2
 GE0021
 GE0021.Superseded values are not recommended for survey control.
 GE0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0021.See file dsdata.txt to determine how the superseded data were derived.
 GE0021
 GE0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA328708(NAD 83)
 GE0021_MARKER: DB = BENCH MARK DISK
 GE0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0021_STAMPING: 340.780 L 14 1932
 GE0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0021+STABILITY: SURFACE MOTION
 GE0021
 GE0021  HISTORY     - Date     Condition        Report By
 GE0021  HISTORY     - 1932     MONUMENTED       CGS
 GE0021  HISTORY     - 1934     GOOD             NGS
 GE0021  HISTORY     - 1965     MARK NOT FOUND   USGS
 GE0021
 GE0021                          STATION DESCRIPTION
 GE0021
 GE0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0021'AT POPLAR BLUFF.
 GE0021'AT POPLAR BLUFF, BUTLER COUNTY, 68.5 FEET NORTHEAST OF THE
 GE0021'NORTHEAST CORNER OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION,
 GE0021'ON MORAN STREET, 60 FEET SOUTH OF CEDAR STREET, IN THE WEST EDGE
 GE0021'OF THE RAILWAY PARK, AND 1.1 FEET EAST OF THE EAST EDGE OF THE
 GE0021'SIDEWALK.  A STANDARD DISK, STAMPED 340.780 L 14 1932 AND SET IN
 GE0021'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GE0021
 GE0021                          STATION RECOVERY (1965)
 GE0021
 GE0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GE0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1033 ***********************************************************************
 HB1033  DESIGNATION -  L 140
 HB1033  PID         -  HB1033
 HB1033  STATE/COUNTY-  MO/PERRY
 HB1033  USGS QUAD   -  BELGIQUE (1993)
 HB1033
 HB1033                         *CURRENT SURVEY CONTROL
 HB1033  ___________________________________________________________________
 HB1033* NAD 83(1986)-  37 47 09.     (N)    089 51 18.     (W)     SCALED    
 HB1033* NAVD 88     -       181.535  (meters)     595.59   (feet)  ADJUSTED  
 HB1033  ___________________________________________________________________
 HB1033  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HB1033  DYNAMIC HT  -         181.408 (meters)     595.17  (feet)  COMP
 HB1033  MODELED GRAV-     979,928.8   (mgal)                       NAVD 88
 HB1033
 HB1033  VERT ORDER  -  SECOND    CLASS 0
 HB1033
 HB1033.The horizontal coordinates were scaled from a topographic map and have
 HB1033.an estimated accuracy of +/- 6 seconds.
 HB1033
 HB1033.The orthometric height was determined by differential leveling
 HB1033.and adjusted by the National Geodetic Survey in June 1991..
 HB1033
 HB1033.The geoid height was determined by GEOID03.
 HB1033
 HB1033.The dynamic height is computed by dividing the NAVD 88
 HB1033.geopotential number by the normal gravity value computed on the
 HB1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1033.degrees latitude (g = 980.6199 gals.).
 HB1033
 HB1033.The modeled gravity was interpolated from observed gravity values.
 HB1033
 HB1033;                    North         East    Units  Estimated Accuracy
 HB1033;SPC MO E     -   216,860.      306,810.      MT  (+/- 180 meters Scaled)
 HB1033
 HB1033                          SUPERSEDED SURVEY CONTROL
 HB1033
 HB1033  NGVD 29 (??/??/??)  181.638  (m)          595.92   (f) ADJUSTED    2 0
 HB1033
 HB1033.Superseded values are not recommended for survey control.
 HB1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1033.See file dsdata.txt to determine how the superseded data were derived.
 HB1033
 HB1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG485858(NAD 83)
 HB1033_MARKER: DB = BENCH MARK DISK
 HB1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1033_STAMPING: L 140 1935
 HB1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1033+STABILITY: SURFACE MOTION
 HB1033
 HB1033  HISTORY     - Date     Condition        Report By
 HB1033  HISTORY     - 1935     MONUMENTED       CGS
 HB1033  HISTORY     - 1968     MARK NOT FOUND   USGS
 HB1033
 HB1033                          STATION DESCRIPTION
 HB1033
 HB1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1033'3.5 MI S FROM MC BRIDE.
 HB1033'3.5 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE ST. LOUIS-SAN
 HB1033'FRANCISCO RAILWAY STATION AT MC BRIDE, PERRY COUNTY, 4.3 MILES
 HB1033'NORTH OF THE COUNTY COURTHOUSE AT PERRYVILLE, 150 YARDS NORTH OF
 HB1033'A YELLOW HOUSE WITH A TIN ROOF, 60 FEET SOUTHEAST OF A SIDE
 HB1033'ROAD LEADING NORTHWEST, 40 FEET EAST OF THE HIGHWAY, 50 FEET
 HB1033'NORTH OF A WALNUT TREE, AND 20 FEET SOUTH OF A FARM GATE AT THE
 HB1033'BOTTOM OF A HILL.  A STANDARD DISK, STAMPED L 140 1935 AND SET
 HB1033'IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK BELIEVED TO
 HB1033'HAVE BEEN DESTROYED, WAS COVERED BY FILL WHEN U.S. HWY. 51 WAS
 HB1033'REBUILT.
 HB1033
 HB1033                          STATION RECOVERY (1968)
 HB1033
 HB1033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HB1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1032 ***********************************************************************
 JC1032  DESIGNATION -  L 146
 JC1032  PID         -  JC1032
 JC1032  STATE/COUNTY-  MO/CALLAWAY
 JC1032  USGS QUAD   -  KINGDOM CITY (1985)
 JC1032
 JC1032                         *CURRENT SURVEY CONTROL
 JC1032  ___________________________________________________________________
 JC1032* NAD 83(1986)-  38 58 28.     (N)    091 54 45.     (W)     SCALED    
 JC1032* NAVD 88     -       249.304  (meters)     817.92   (feet)  ADJUSTED  
 JC1032  ___________________________________________________________________
 JC1032  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JC1032  DYNAMIC HT  -         249.145 (meters)     817.40  (feet)  COMP
 JC1032  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 JC1032
 JC1032  VERT ORDER  -  SECOND    CLASS 0
 JC1032
 JC1032.The horizontal coordinates were scaled from a topographic map and have
 JC1032.an estimated accuracy of +/- 6 seconds.
 JC1032
 JC1032.The orthometric height was determined by differential leveling
 JC1032.and adjusted by the National Geodetic Survey in June 1991..
 JC1032
 JC1032.The geoid height was determined by GEOID03.
 JC1032
 JC1032.The dynamic height is computed by dividing the NAVD 88
 JC1032.geopotential number by the normal gravity value computed on the
 JC1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1032.degrees latitude (g = 980.6199 gals.).
 JC1032
 JC1032.The modeled gravity was interpolated from observed gravity values.
 JC1032
 JC1032;                    North         East    Units  Estimated Accuracy
 JC1032;SPC MO C     -   348,760.      550,910.      MT  (+/- 180 meters Scaled)
 JC1032
 JC1032                          SUPERSEDED SURVEY CONTROL
 JC1032
 JC1032  NGVD 29 (??/??/92)  249.316  (m)          817.96   (f) ADJ UNCH    2 0
 JC1032
 JC1032.Superseded values are not recommended for survey control.
 JC1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1032.See file dsdata.txt to determine how the superseded data were derived.
 JC1032
 JC1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD942145(NAD 83)
 JC1032_MARKER: DB = BENCH MARK DISK
 JC1032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC1032_SP_SET: BRIDGE
 JC1032_STAMPING: L 146 1935
 JC1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1032
 JC1032  HISTORY     - Date     Condition        Report By
 JC1032  HISTORY     - 1935     MONUMENTED       CGS
 JC1032  HISTORY     - 1981     GOOD             NGS
 JC1032
 JC1032                          STATION DESCRIPTION
 JC1032
 JC1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC1032'1.5 MI N FROM MC CREDIE.
 JC1032'1.5 MILES NORTH ALONG THE CHICAGO AND ALTON RAILROAD FROM THE
 JC1032'STATION AT MC CREDIE, CALLAWAY COUNTY, AT A STEEL BRIDGE OVER
 JC1032'AUXVASSE CREEK, SET IN THE TOP OF THE MIDDLE STONE OF THE BACK
 JC1032'WALL CAP OF THE SOUTH ABUTMENT, AND AT THE WEST SIDE OF THE
 JC1032'TRACK.  A STANDARD DISK, STAMPED L 146 1935.
 JC1032
 JC1032                          STATION RECOVERY (1981)
 JC1032
 JC1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JC1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0491 ***********************************************************************
 KC0491  DESIGNATION -  L 147
 KC0491  PID         -  KC0491
 KC0491  STATE/COUNTY-  MO/AUDRAIN
 KC0491  USGS QUAD   -  MEXICO EAST (1984)
 KC0491
 KC0491                         *CURRENT SURVEY CONTROL
 KC0491  ___________________________________________________________________
 KC0491* NAD 83(1986)-  39 08 40.     (N)    091 48 03.     (W)     SCALED    
 KC0491* NAVD 88     -       248.944  (meters)     816.74   (feet)  ADJUSTED  
 KC0491  ___________________________________________________________________
 KC0491  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KC0491  DYNAMIC HT  -         248.790 (meters)     816.24  (feet)  COMP
 KC0491  MODELED GRAV-     980,003.0   (mgal)                       NAVD 88
 KC0491
 KC0491  VERT ORDER  -  SECOND    CLASS 0
 KC0491
 KC0491.The horizontal coordinates were scaled from a topographic map and have
 KC0491.an estimated accuracy of +/- 6 seconds.
 KC0491
 KC0491.The orthometric height was determined by differential leveling
 KC0491.and adjusted by the National Geodetic Survey in June 1991..
 KC0491
 KC0491.The geoid height was determined by GEOID03.
 KC0491
 KC0491.The dynamic height is computed by dividing the NAVD 88
 KC0491.geopotential number by the normal gravity value computed on the
 KC0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0491.degrees latitude (g = 980.6199 gals.).
 KC0491
 KC0491.The modeled gravity was interpolated from observed gravity values.
 KC0491
 KC0491;                    North         East    Units  Estimated Accuracy
 KC0491;SPC MO C     -   367,700.      560,440.      MT  (+/- 180 meters Scaled)
 KC0491
 KC0491                          SUPERSEDED SURVEY CONTROL
 KC0491
 KC0491  NGVD 29 (??/??/92)  248.949  (m)          816.76   (f) ADJ UNCH    2 0
 KC0491
 KC0491.Superseded values are not recommended for survey control.
 KC0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0491.See file dsdata.txt to determine how the superseded data were derived.
 KC0491
 KC0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD036334(NAD 83)
 KC0491_MARKER: DB = BENCH MARK DISK
 KC0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0491_STAMPING: L 147 1935
 KC0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0491+STABILITY: SURFACE MOTION
 KC0491
 KC0491  HISTORY     - Date     Condition        Report By
 KC0491  HISTORY     - 1935     MONUMENTED       CGS
 KC0491
 KC0491                          STATION DESCRIPTION
 KC0491
 KC0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0491'2 MI W FROM BENTON CITY.
 KC0491'2.0 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION
 KC0491'AT BENTON CITY, AUDRAIN COUNTY, 51 RAILS WEST OF MILEPOST 172,
 KC0491'ONE RAIL WEST OF A ROAD CROSSING, AND 35 FEET NORTH OF THE
 KC0491'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 147 1935
 KC0491'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0693 ***********************************************************************
 JC0693  DESIGNATION -  L 148
 JC0693  PID         -  JC0693
 JC0693  STATE/COUNTY-  MO/WARREN
 JC0693  USGS QUAD   -  WARRENTON (1985)
 JC0693
 JC0693                         *CURRENT SURVEY CONTROL
 JC0693  ___________________________________________________________________
 JC0693* NAD 83(1986)-  38 49 29.     (N)    091 12 08.     (W)     SCALED    
 JC0693* NAVD 88     -       269.952  (meters)     885.67   (feet)  ADJUSTED  
 JC0693  ___________________________________________________________________
 JC0693  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JC0693  DYNAMIC HT  -         269.777 (meters)     885.09  (feet)  COMP
 JC0693  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 JC0693
 JC0693  VERT ORDER  -  SECOND    CLASS 0
 JC0693
 JC0693.The horizontal coordinates were scaled from a topographic map and have
 JC0693.an estimated accuracy of +/- 6 seconds.
 JC0693
 JC0693.The orthometric height was determined by differential leveling
 JC0693.and adjusted by the National Geodetic Survey in June 1991..
 JC0693
 JC0693.The geoid height was determined by GEOID03.
 JC0693
 JC0693.The dynamic height is computed by dividing the NAVD 88
 JC0693.geopotential number by the normal gravity value computed on the
 JC0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0693.degrees latitude (g = 980.6199 gals.).
 JC0693
 JC0693.The modeled gravity was interpolated from observed gravity values.
 JC0693
 JC0693;                    North         East    Units  Estimated Accuracy
 JC0693;SPC MO E     -   332,210.      189,020.      MT  (+/- 180 meters Scaled)
 JC0693
 JC0693                          SUPERSEDED SURVEY CONTROL
 JC0693
 JC0693  NGVD 29 (??/??/92)  269.955  (m)          885.68   (f) ADJ UNCH    2 0
 JC0693
 JC0693.Superseded values are not recommended for survey control.
 JC0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0693.See file dsdata.txt to determine how the superseded data were derived.
 JC0693
 JC0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC560988(NAD 83)
 JC0693_MARKER: DB = BENCH MARK DISK
 JC0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0693_STAMPING: L 148 1935
 JC0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0693+STABILITY: SURFACE MOTION
 JC0693
 JC0693  HISTORY     - Date     Condition        Report By
 JC0693  HISTORY     - 1935     MONUMENTED       CGS
 JC0693  HISTORY     - 1970     MARK NOT FOUND   USGS
 JC0693
 JC0693                          STATION DESCRIPTION
 JC0693
 JC0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0693'1.7 MI E FROM PENDLETON.
 JC0693'1.7 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0693'PENDLETON, WARREN COUNTY, 35 FEET EAST OF A TOWNSHIP-ROAD CROSSING,
 JC0693'30 FEET EAST OF THE CROSSING SIGN, AND 35 FEET NORTH OF THE
 JC0693'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 148 1935
 JC0693'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 JC0693'GROUND.
 JC0693
 JC0693                          STATION RECOVERY (1970)
 JC0693
 JC0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JC0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0552 ***********************************************************************
 JC0552  DESIGNATION -  L 149
 JC0552  PID         -  JC0552
 JC0552  STATE/COUNTY-  MO/ST CHARLES
 JC0552  USGS QUAD   -  KAMPVILLE (1994)
 JC0552
 JC0552                         *CURRENT SURVEY CONTROL
 JC0552  ___________________________________________________________________
 JC0552* NAD 83(1986)-  38 48 15.     (N)    090 34 48.     (W)     SCALED    
 JC0552* NAVD 88     -       134.755  (meters)     442.11   (feet)  ADJUSTED  
 JC0552  ___________________________________________________________________
 JC0552  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JC0552  DYNAMIC HT  -         134.672 (meters)     441.84  (feet)  COMP
 JC0552  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 JC0552
 JC0552  VERT ORDER  -  SECOND    CLASS 0
 JC0552
 JC0552.The horizontal coordinates were scaled from a topographic map and have
 JC0552.an estimated accuracy of +/- 6 seconds.
 JC0552
 JC0552.The orthometric height was determined by differential leveling
 JC0552.and adjusted by the National Geodetic Survey in June 1991..
 JC0552
 JC0552.The geoid height was determined by GEOID03.
 JC0552
 JC0552.The dynamic height is computed by dividing the NAVD 88
 JC0552.geopotential number by the normal gravity value computed on the
 JC0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0552.degrees latitude (g = 980.6199 gals.).
 JC0552
 JC0552.The modeled gravity was interpolated from observed gravity values.
 JC0552
 JC0552;                    North         East    Units  Estimated Accuracy
 JC0552;SPC MO E     -   329,700.      243,050.      MT  (+/- 180 meters Scaled)
 JC0552
 JC0552                          SUPERSEDED SURVEY CONTROL
 JC0552
 JC0552  NGVD 29 (??/??/92)  134.782  (m)          442.20   (f) ADJ UNCH    2 0
 JC0552
 JC0552.Superseded values are not recommended for survey control.
 JC0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0552.See file dsdata.txt to determine how the superseded data were derived.
 JC0552
 JC0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC101978(NAD 83)
 JC0552_MARKER: DB = BENCH MARK DISK
 JC0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0552_STAMPING: L 149 1935
 JC0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0552+STABILITY: SURFACE MOTION
 JC0552
 JC0552  HISTORY     - Date     Condition        Report By
 JC0552  HISTORY     - 1935     MONUMENTED       CGS
 JC0552
 JC0552                          STATION DESCRIPTION
 JC0552
 JC0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0552'2.2 MI E FROM ST PETERS.
 JC0552'2.2 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0552'ST. PETERS, ST. CHARLES COUNTY, 48 FEET SOUTH OF THE CENTERLINE
 JC0552'OF THE TRACK, 30 FEET EAST OF THE TOWNSHIP-ROAD CROSSING, 15
 JC0552'FEET EAST OF A FENCE CORNER, AND 2 FEET NORTH OF THE FENCE.
 JC0552'A STANDARD DISK, STAMPED L 149 1935 AND SET IN THE TOP OF A
 JC0552'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0564 ***********************************************************************
 LD0564  FBN         -  This is a Federal Base Network Control Station.
 LD0564  DESIGNATION -  L 15
 LD0564  PID         -  LD0564
 LD0564  STATE/COUNTY-  MO/LEWIS
 LD0564  USGS QUAD   -  LEWISTOWN (1975)
 LD0564
 LD0564                         *CURRENT SURVEY CONTROL
 LD0564  ___________________________________________________________________
 LD0564* NAD 83(1997)-  40 03 50.28064(N)    091 46 41.16656(W)     ADJUSTED  
 LD0564* NAVD 88     -       213.525  (meters)     700.54   (feet)  ADJUSTED  
 LD0564  ___________________________________________________________________
 LD0564  X           -    -151,677.147 (meters)                     COMP
 LD0564  Y           -  -4,885,923.960 (meters)                     COMP
 LD0564  Z           -   4,083,540.461 (meters)                     COMP
 LD0564  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 LD0564  ELLIP HEIGHT-         181.08  (meters)          (02/11/04) GPS OBS
 LD0564  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LD0564  DYNAMIC HT  -         213.414 (meters)     700.18  (feet)  COMP
 LD0564  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 LD0564
 LD0564  HORZ ORDER  -  B
 LD0564  VERT ORDER  -  FIRST     CLASS II
 LD0564  ELLP ORDER  -  FOURTH    CLASS I
 LD0564
 LD0564.The horizontal coordinates were established by GPS observations
 LD0564.and adjusted by the National Geodetic Survey in August 1997..
 LD0564
 LD0564.The orthometric height was determined by differential leveling
 LD0564.and adjusted by the National Geodetic Survey in June 1991..
 LD0564
 LD0564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0564
 LD0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0564
 LD0564.The ellipsoidal height was determined by GPS observations
 LD0564.and is referenced to NAD 83.
 LD0564
 LD0564.The geoid height was determined by GEOID03.
 LD0564
 LD0564.The dynamic height is computed by dividing the NAVD 88
 LD0564.geopotential number by the normal gravity value computed on the
 LD0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0564.degrees latitude (g = 980.6199 gals.).
 LD0564
 LD0564.The modeled gravity was interpolated from observed gravity values.
 LD0564
 LD0564;                    North         East     Units Scale Factor Converg.
 LD0564;SPC MO E     -   470,333.356   140,965.564   MT  1.00007964   -0 49 21.8
 LD0564;UTM  15      - 4,435,572.191   604,204.844   MT  0.99973367   +0 47 11.5
 LD0564
 LD0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0564!SPC MO E     -   0.99997159  x   1.00007964  =   1.00005123
 LD0564!UTM  15      -   0.99997159  x   0.99973367  =   0.99970527
 LD0564
 LD0564                          SUPERSEDED SURVEY CONTROL
 LD0564
 LD0564  ELLIP H (08/25/97)  181.07   (m)                       GP(       ) 4 1
 LD0564  NAVD 88 (08/25/97)  213.53   (m)          700.6    (f) LEVELING    3  
 LD0564  NGVD 29 (??/??/92)  213.584  (m)          700.73   (f) ADJ UNCH    1 2
 LD0564
 LD0564.Superseded values are not recommended for survey control.
 LD0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0564.See file dsdata.txt to determine how the superseded data were derived.
 LD0564
 LD0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE0420535572(NAD 83)
 LD0564_MARKER: DB = BENCH MARK DISK
 LD0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0564_STAMPING: L 15 1933
 LD0564_MARK LOGO: CGS   
 LD0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0564+STABILITY: SURFACE MOTION
 LD0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0564+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 LD0564
 LD0564  HISTORY     - Date     Condition        Report By
 LD0564  HISTORY     - 1933     MONUMENTED       CGS
 LD0564  HISTORY     - 19970107 GOOD             NGS
 LD0564  HISTORY     - 19970206 GOOD             NGS
 LD0564  HISTORY     - 19970616 GOOD             NGS
 LD0564  HISTORY     - 19980721 GOOD             NGS
 LD0564  HISTORY     - 20030709 GOOD             MODNR
 LD0564  HISTORY     - 20030724 GOOD             MODNR
 LD0564
 LD0564                          STATION DESCRIPTION
 LD0564
 LD0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LD0564'2 MI NW FROM TOLONA.
 LD0564'ABOUT 2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0564'RAILROAD FROM TOLONA, LEWIS COUNTY, 45 FEET NORTH OF THE CENTERLINE
 LD0564'OF THE TRACK, AND 60 FEET SOUTH OF STATE HIGHWAY 6.  A STANDARD
 LD0564'DISK, STAMPED L 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LD0564
 LD0564                          STATION RECOVERY (1997)
 LD0564
 LD0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 LD0564'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF LEWISTOWN,
 LD0564'MO.  ALONG THE SOUTHWEST SIDE OF STATE HIGHWAY 6, IN A BRUSHY AREA
 LD0564'JUST NORTHEAST OF AN ABANDONED RAILROAD BED, SOUTHEAST OF A UTILITY
 LD0564'POLE AND WITNESS POST.  OWNERSHIP--STATE OF MISSOURI.  NOTE--THIS
 LD0564'STATION IS A (FBN/CBN STATION) .  TO REACH THE STATION FROM THE
 LD0564'JUNCTION OF STATE HIGHWAYS 6 AND 16 ABOUT 0.9 KM (0.55 MI) SOUTHEAST
 LD0564'OF LEWISTOWN, GO SOUTHEAST, 3.1 KM (1.90 MI) ALONG HIGHWAY 6 TO THE
 LD0564'STATION ON THE RIGHT, IN THE BRUSH.  STATION IS 16.9 M (55.4 FT)
 LD0564'SOUTHWEST OF THE HIGHWAY 6 CENTERLINE, 15.0 M (49.2 FT) SOUTHEAST OF A
 LD0564'UTILITY POLE AND WITNESS POST, AND THE MONUMENT IS ABOUT 0.2 M (0.7
 LD0564'FT) ABOVE THE HIGHWAY LEVEL AND PROJECTING ABOUT 0.1 M (0.3 FT) ABOVE
 LD0564'THE GROUND SURFACE.  BY R.G.  HAYES
 LD0564
 LD0564                          STATION RECOVERY (1997)
 LD0564
 LD0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LD0564'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF LEWISTOWN,
 LD0564'MO.  ALONG THE SOUTHWEST SIDE OF STATE HIGHWAY 6, IN A BRUSHY AREA
 LD0564'JUST NORTHEAST OF AN ABANDONED RAILROAD BED, SOUTHEAST OF A UTILITY
 LD0564'POLE AND WITNESS POST.  OWNERSHIP--STATE OF MISSOURI.  TO REACH THE
 LD0564'STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 16 ABOUT 0.9 KM
 LD0564'(0.55 MI) SOUTHEAST OF LEWISTOWN, GO SOUTHEAST, 3.1 KM (1.90 MI) ALONG
 LD0564'HIGHWAY 6 TO THE STATION ON THE RIGHT, IN THE BRUSH.  THE STATION IS
 LD0564'16.9 M (55.4 FT) SOUTHWEST OF THE HIGHWAY 6 CENTERLINE, 15.0 M (49.2
 LD0564'FT) SOUTHEAST OF A UTILITY POLE AND WITNESS POST, AND THE MONUMENT IS
 LD0564'ABOUT 0.2 M (0.7 FT) ABOVE THE HIGHWAY LEVEL AND PROJECTING ABOUT 0.1
 LD0564'M (0.3 FT) ABOVE THE GROUND SURFACE.  BY R.G. HAYES.
 LD0564
 LD0564                          STATION RECOVERY (1997)
 LD0564
 LD0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LD0564'RECOVERED AS DESCRIBED.
 LD0564
 LD0564                          STATION RECOVERY (1998)
 LD0564
 LD0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GW)
 LD0564'RECOVERED AS DESCRIBED
 LD0564'
 LD0564
 LD0564                          STATION RECOVERY (2003)
 LD0564
 LD0564'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 LD0564'RECOVERED IN GOOD CONDITION.
 LD0564
 LD0564                          STATION RECOVERY (2003)
 LD0564
 LD0564'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (GMV)
 LD0564'RECON BY MODNR AS DESCRIBED. OCCUPIED BY MO DEPT OF CONSERVATION
 LD0564'DURING FBN PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0138 ***********************************************************************
 LE0138  DESIGNATION -  L 16
 LE0138  PID         -  LE0138
 LE0138  STATE/COUNTY-  MO/ADAIR
 LE0138  USGS QUAD   -  KIRKSVILLE (1979)
 LE0138
 LE0138                         *CURRENT SURVEY CONTROL
 LE0138  ___________________________________________________________________
 LE0138* NAD 83(1986)-  40 12 03.     (N)    092 35 00.     (W)     SCALED    
 LE0138* NAVD 88     -       296.283  (meters)     972.06   (feet)  ADJUSTED  
 LE0138  ___________________________________________________________________
 LE0138  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LE0138  DYNAMIC HT  -         296.125 (meters)     971.54  (feet)  COMP
 LE0138  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 LE0138
 LE0138  VERT ORDER  -  FIRST     CLASS II
 LE0138
 LE0138.The horizontal coordinates were scaled from a topographic map and have
 LE0138.an estimated accuracy of +/- 6 seconds.
 LE0138
 LE0138.The orthometric height was determined by differential leveling
 LE0138.and adjusted by the National Geodetic Survey in June 1991..
 LE0138
 LE0138.The geoid height was determined by GEOID03.
 LE0138
 LE0138.The dynamic height is computed by dividing the NAVD 88
 LE0138.geopotential number by the normal gravity value computed on the
 LE0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0138.degrees latitude (g = 980.6199 gals.).
 LE0138
 LE0138.The modeled gravity was interpolated from observed gravity values.
 LE0138
 LE0138;                    North         East    Units  Estimated Accuracy
 LE0138;SPC MO C     -   484,750.      492,910.      MT  (+/- 180 meters Scaled)
 LE0138
 LE0138                          SUPERSEDED SURVEY CONTROL
 LE0138
 LE0138  NGVD 29 (??/??/92)  296.285  (m)          972.06   (f) ADJ UNCH    1 2
 LE0138
 LE0138.Superseded values are not recommended for survey control.
 LE0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0138.See file dsdata.txt to determine how the superseded data were derived.
 LE0138
 LE0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE354501(NAD 83)
 LE0138_MARKER: DB = BENCH MARK DISK
 LE0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0138_SP_SET: BUILDING
 LE0138_STAMPING: L 16 1933
 LE0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0138
 LE0138  HISTORY     - Date     Condition        Report By
 LE0138  HISTORY     - 1933     MONUMENTED       CGS
 LE0138  HISTORY     - 1935     GOOD             NGS
 LE0138  HISTORY     - 1967     GOOD             NGS
 LE0138  HISTORY     - 20060504 POOR             MODNR
 LE0138
 LE0138                          STATION DESCRIPTION
 LE0138
 LE0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0138'AT KIRKSVILLE.
 LE0138'AT KIRKSVILLE, ADAIR COUNTY, ON THE CHICAGO, BURLINGTON AND
 LE0138'QUINCY RAILROAD, ON THE NORTH SIDE OF THE STATION, IN THE BRICK
 LE0138'WALL UNDER THE MIDDLE WINDOW OF THE AGENTS OFFICE, AND 2.5 FEET
 LE0138'ABOVE THE WALK.  A STANDARD DISK, STAMPED L 16 1933 AND SET
 LE0138'VERTICALLY.
 LE0138
 LE0138                          STATION RECOVERY (1967)
 LE0138
 LE0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0138'RECOVERED IN GOOD CONDITION.
 LE0138
 LE0138                          STATION RECOVERY (2006)
 LE0138
 LE0138'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 LE0138'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0789 ***********************************************************************
 HD0789  DESIGNATION -  L 169
 HD0789  PID         -  HD0789
 HD0789  STATE/COUNTY-  MO/CEDAR
 HD0789  USGS QUAD   -  STOCKTON (1981)
 HD0789
 HD0789                         *CURRENT SURVEY CONTROL
 HD0789  ___________________________________________________________________
 HD0789* NAD 83(1986)-  37 42 01.     (N)    093 46 16.     (W)     SCALED    
 HD0789* NAVD 88     -       247.924  (meters)     813.40   (feet)  ADJUSTED  
 HD0789  ___________________________________________________________________
 HD0789  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HD0789  DYNAMIC HT  -         247.738 (meters)     812.79  (feet)  COMP
 HD0789  MODELED GRAV-     979,869.8   (mgal)                       NAVD 88
 HD0789
 HD0789  VERT ORDER  -  SECOND    CLASS 0
 HD0789
 HD0789.The horizontal coordinates were scaled from a topographic map and have
 HD0789.an estimated accuracy of +/- 6 seconds.
 HD0789
 HD0789.The orthometric height was determined by differential leveling
 HD0789.and adjusted by the National Geodetic Survey in June 1991..
 HD0789
 HD0789.The geoid height was determined by GEOID03.
 HD0789
 HD0789.The dynamic height is computed by dividing the NAVD 88
 HD0789.geopotential number by the normal gravity value computed on the
 HD0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0789.degrees latitude (g = 980.6199 gals.).
 HD0789
 HD0789.The modeled gravity was interpolated from observed gravity values.
 HD0789
 HD0789;                    North         East    Units  Estimated Accuracy
 HD0789;SPC MO W     -   170,440.      914,280.      MT  (+/- 180 meters Scaled)
 HD0789
 HD0789                          SUPERSEDED SURVEY CONTROL
 HD0789
 HD0789  NGVD 29 (??/??/92)  247.810  (m)          813.02   (f) ADJ UNCH    2 0
 HD0789
 HD0789.Superseded values are not recommended for survey control.
 HD0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0789.See file dsdata.txt to determine how the superseded data were derived.
 HD0789
 HD0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB320728(NAD 83)
 HD0789_MARKER: DB = BENCH MARK DISK
 HD0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0789_SP_SET: CULVERT
 HD0789_STAMPING: L 169 1940
 HD0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0789
 HD0789  HISTORY     - Date     Condition        Report By
 HD0789  HISTORY     - 1940     MONUMENTED       CGS
 HD0789
 HD0789                          STATION DESCRIPTION
 HD0789
 HD0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HD0789'1.5 MI E FROM STOCKTON.
 HD0789'1.5 MILES EAST ALONG STATE HIGHWAY 64 FROM THE COUNTY COURTHOUSE
 HD0789'AT STOCKTON, CEDAR COUNTY, 105 FEET SOUTHWEST OF THE CENTER
 HD0789'OF THE JUNCTION OF A PRIVATE LANE LEADING TO A FARM, AT A
 HD0789'CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE HEADWALL,
 HD0789'AND 14.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A
 HD0789'STANDARD DISK, STAMPED L 169 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0290 ***********************************************************************
 LE0290  DESIGNATION -  L 17
 LE0290  PID         -  LE0290
 LE0290  STATE/COUNTY-  MO/SULLIVAN
 LE0290  USGS QUAD   -  LINDLEY (1984)
 LE0290
 LE0290                         *CURRENT SURVEY CONTROL
 LE0290  ___________________________________________________________________
 LE0290* NAD 83(1986)-  40 06 59.     (N)    093 15 12.     (W)     SCALED    
 LE0290* NAVD 88     -       248.018  (meters)     813.71   (feet)  ADJUSTED  
 LE0290  ___________________________________________________________________
 LE0290  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LE0290  DYNAMIC HT  -         247.886 (meters)     813.27  (feet)  COMP
 LE0290  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 LE0290
 LE0290  VERT ORDER  -  FIRST     CLASS II
 LE0290
 LE0290.The horizontal coordinates were scaled from a topographic map and have
 LE0290.an estimated accuracy of +/- 6 seconds.
 LE0290
 LE0290.The orthometric height was determined by differential leveling
 LE0290.and adjusted by the National Geodetic Survey in June 1991..
 LE0290
 LE0290.The geoid height was determined by GEOID03.
 LE0290
 LE0290.The dynamic height is computed by dividing the NAVD 88
 LE0290.geopotential number by the normal gravity value computed on the
 LE0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0290.degrees latitude (g = 980.6199 gals.).
 LE0290
 LE0290.The modeled gravity was interpolated from observed gravity values.
 LE0290
 LE0290;                    North         East    Units  Estimated Accuracy
 LE0290;SPC MO C     -   475,640.      435,780.      MT  (+/- 180 meters Scaled)
 LE0290
 LE0290                          SUPERSEDED SURVEY CONTROL
 LE0290
 LE0290  NGVD 29 (??/??/92)  247.999  (m)          813.64   (f) ADJ UNCH    1 2
 LE0290
 LE0290.Superseded values are not recommended for survey control.
 LE0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0290.See file dsdata.txt to determine how the superseded data were derived.
 LE0290
 LE0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE784407(NAD 83)
 LE0290_MARKER: DB = BENCH MARK DISK
 LE0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0290_STAMPING: L 17 1933
 LE0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0290+STABILITY: SURFACE MOTION
 LE0290
 LE0290  HISTORY     - Date     Condition        Report By
 LE0290  HISTORY     - 1933     MONUMENTED       CGS
 LE0290  HISTORY     - 1962     MARK NOT FOUND   USGS
 LE0290  HISTORY     - 1966     MARK NOT FOUND   NGS
 LE0290
 LE0290                          STATION DESCRIPTION
 LE0290
 LE0290'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LE0290'3.6 MI E FROM HUMPHREYS.
 LE0290'3.6 MILES EAST ALONG THE ABANDONED QUINCY, OMAHA AND KANSAS
 LE0290'CITY RAILROAD FROM HUMPHREYS, SULLIVAN COUNTY, AT MILEAGE 115.2,
 LE0290'35 FEET EAST OF A ROAD CROSSING, 20 FEET SOUTH OF THE TRACK,
 LE0290'AND 25 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED L 17
 LE0290'1933 AND SET IN THE TOP OF A CONCRETE POST.
 LE0290
 LE0290                          STATION RECOVERY (1966)
 LE0290
 LE0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LE0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0175 ***********************************************************************
 GE0175  DESIGNATION -  L 170
 GE0175  PID         -  GE0175
 GE0175  STATE/COUNTY-  MO/DUNKLIN
 GE0175  USGS QUAD   -  CARDWELL (1983)
 GE0175
 GE0175                         *CURRENT SURVEY CONTROL
 GE0175  ___________________________________________________________________
 GE0175* NAD 83(1986)-  36 03 58.     (N)    090 19 18.     (W)     SCALED    
 GE0175* NAVD 88     -        74.152  (meters)     243.28   (feet)  ADJUSTED  
 GE0175  ___________________________________________________________________
 GE0175  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GE0175  DYNAMIC HT  -          74.090 (meters)     243.08  (feet)  COMP
 GE0175  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 GE0175
 GE0175  VERT ORDER  -  FIRST     CLASS II
 GE0175
 GE0175.The horizontal coordinates were scaled from a topographic map and have
 GE0175.an estimated accuracy of +/- 6 seconds.
 GE0175
 GE0175.The orthometric height was determined by differential leveling
 GE0175.and adjusted by the National Geodetic Survey in June 1991..
 GE0175
 GE0175.The geoid height was determined by GEOID03.
 GE0175
 GE0175.The dynamic height is computed by dividing the NAVD 88
 GE0175.geopotential number by the normal gravity value computed on the
 GE0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0175.degrees latitude (g = 980.6199 gals.).
 GE0175
 GE0175.The modeled gravity was interpolated from observed gravity values.
 GE0175
 GE0175;                    North         East    Units  Estimated Accuracy
 GE0175;SPC MO E     -    25,840.      266,070.      MT  (+/- 180 meters Scaled)
 GE0175
 GE0175                          SUPERSEDED SURVEY CONTROL
 GE0175
 GE0175  NGVD 29 (??/??/92)   74.143  (m)          243.25   (f) ADJ UNCH    1 2
 GE0175
 GE0175.Superseded values are not recommended for survey control.
 GE0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0175.See file dsdata.txt to determine how the superseded data were derived.
 GE0175
 GE0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV412946(NAD 83)
 GE0175_MARKER: DB = BENCH MARK DISK
 GE0175_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0175_SP_SET: 48 FEET
 GE0175_STAMPING: L 170 1956
 GE0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0175
 GE0175  HISTORY     - Date     Condition        Report By
 GE0175  HISTORY     - 1956     MONUMENTED       CGS
 GE0175  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0175
 GE0175                          STATION DESCRIPTION
 GE0175
 GE0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0175'2 MI W FROM CARDWELL.
 GE0175'1.95 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 GE0175'THE STATION AT CARDWELL, ABOUT 0.2 MILE SOUTHEAST OF MILE POLE
 GE0175'112, AT A GRAVEL ROAD CROSSING, 46.8 FEET SOUTHWEST OF SOUTHWEST
 GE0175'RAIL, 297 FEET SOUTHEAST AND ACROSS ROAD FROM THE CENTER OF TRACK
 GE0175'AT CENTER OF CROSSING OF TRACK AND ST. FRANCIS LEVEE, 68 FEET
 GE0175'SOUTH-SOUTHEAST OF CENTER OF CROSSING OF GRAVEL ROAD, 45 FEET
 GE0175'SOUTHEAST OF CENTER LINE OF ROAD, 23 1/2 FEET SOUTHEAST OF A
 GE0175'POWER POLE, 1 FOOT NORTH OF A FENCE LINE, 2 FEET NORTHWEST OF A
 GE0175'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK
 GE0175'AND IS A DISK ON TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH
 GE0175'WITH GROUND AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 3
 GE0175'INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 48-FEET.
 GE0175
 GE0175                          STATION RECOVERY (2002)
 GE0175
 GE0175'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0175'RR NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0410 ***********************************************************************
 GE0410  DESIGNATION -  L 171
 GE0410  PID         -  GE0410
 GE0410  STATE/COUNTY-  MO/BUTLER
 GE0410  USGS QUAD   -  NAYLOR (1979)
 GE0410
 GE0410                         *CURRENT SURVEY CONTROL
 GE0410  ___________________________________________________________________
 GE0410* NAD 83(1986)-  36 34 10.     (N)    090 33 58.     (W)     SCALED    
 GE0410* NAVD 88     -        92.290  (meters)     302.79   (feet)  ADJUSTED  
 GE0410  ___________________________________________________________________
 GE0410  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GE0410  DYNAMIC HT  -          92.215 (meters)     302.54  (feet)  COMP
 GE0410  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 GE0410
 GE0410  VERT ORDER  -  FIRST     CLASS II
 GE0410
 GE0410.The horizontal coordinates were scaled from a topographic map and have
 GE0410.an estimated accuracy of +/- 6 seconds.
 GE0410
 GE0410.The orthometric height was determined by differential leveling
 GE0410.and adjusted by the National Geodetic Survey in June 1991..
 GE0410
 GE0410.The geoid height was determined by GEOID03.
 GE0410
 GE0410.The dynamic height is computed by dividing the NAVD 88
 GE0410.geopotential number by the normal gravity value computed on the
 GE0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0410.degrees latitude (g = 980.6199 gals.).
 GE0410
 GE0410.The modeled gravity was interpolated from observed gravity values.
 GE0410
 GE0410;                    North         East    Units  Estimated Accuracy
 GE0410;SPC MO E     -    81,680.      244,080.      MT  (+/- 180 meters Scaled)
 GE0410
 GE0410                          SUPERSEDED SURVEY CONTROL
 GE0410
 GE0410  NGVD 29 (??/??/92)   92.276  (m)          302.74   (f) ADJ UNCH    1 2
 GE0410
 GE0410.Superseded values are not recommended for survey control.
 GE0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0410.See file dsdata.txt to determine how the superseded data were derived.
 GE0410
 GE0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA177498(NAD 83)
 GE0410_MARKER: DB = BENCH MARK DISK
 GE0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0410_STAMPING: L 171 1956
 GE0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0410+STABILITY: SURFACE MOTION
 GE0410
 GE0410  HISTORY     - Date     Condition        Report By
 GE0410  HISTORY     - 1956     MONUMENTED       CGS
 GE0410  HISTORY     - 20031216 MARK NOT FOUND   USACE
 GE0410
 GE0410                          STATION DESCRIPTION
 GE0410
 GE0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0410'3.4 MI W FROM NEELYVILLE.
 GE0410'ABOUT 3.45 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0410'THE STATION AT NEELYVILLE, ABOUT 2.25 MILES EAST OF THE STATION
 GE0410'AT NAYLOR, RIPLEY COUNTY, AT A PRIVATE ROAD CROSSING, 46 FEET
 GE0410'NORTH OF NORTH RAIL, 61 FEET NORTHWEST OF CENTER OF CROSSING,
 GE0410'63 FEET NORTHEAST OF TELEPHONE POLE NO. 183/29, 30 FEET WEST
 GE0410'OF CENTER OF GATE ACROSS PRIVATE ROAD, 2 FEET SOUTH OF A FENCE
 GE0410'LINE, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 GE0410'FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 GE0410'PROJECTING 4 INCHES.
 GE0410
 GE0410                          STATION RECOVERY (2003)
 GE0410
 GE0410'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 GE0410'NO SEARCH MADE DUE TO INACCESSIBILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0730 ***********************************************************************
 JC0730  DESIGNATION -  L 173
 JC0730  PID         -  JC0730
 JC0730  STATE/COUNTY-  MO/FRANKLIN
 JC0730  USGS QUAD   -  UNION (1980)
 JC0730
 JC0730                         *CURRENT SURVEY CONTROL
 JC0730  ___________________________________________________________________
 JC0730* NAD 83(1986)-  38 27 32.     (N)    091 01 37.     (W)     SCALED    
 JC0730* NAVD 88     -       180.757  (meters)     593.03   (feet)  ADJUSTED  
 JC0730  ___________________________________________________________________
 JC0730  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JC0730  DYNAMIC HT  -         180.637 (meters)     592.64  (feet)  COMP
 JC0730  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 JC0730
 JC0730  VERT ORDER  -  SECOND    CLASS 0
 JC0730
 JC0730.The horizontal coordinates were scaled from a topographic map and have
 JC0730.an estimated accuracy of +/- 6 seconds.
 JC0730
 JC0730.The orthometric height was determined by differential leveling
 JC0730.and adjusted by the National Geodetic Survey in June 1991..
 JC0730
 JC0730.The geoid height was determined by GEOID03.
 JC0730
 JC0730.The dynamic height is computed by dividing the NAVD 88
 JC0730.geopotential number by the normal gravity value computed on the
 JC0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0730.degrees latitude (g = 980.6199 gals.).
 JC0730
 JC0730.The modeled gravity was interpolated from observed gravity values.
 JC0730
 JC0730;                    North         East    Units  Estimated Accuracy
 JC0730;SPC MO E     -   291,500.      204,010.      MT  (+/- 180 meters Scaled)
 JC0730
 JC0730                          SUPERSEDED SURVEY CONTROL
 JC0730
 JC0730  NGVD 29 (??/??/92)  180.800  (m)          593.17   (f) ADJ UNCH    2 0
 JC0730
 JC0730.Superseded values are not recommended for survey control.
 JC0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0730.See file dsdata.txt to determine how the superseded data were derived.
 JC0730
 JC0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC721585(NAD 83)
 JC0730_MARKER: DB = BENCH MARK DISK
 JC0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0730_SP_SET: BRIDGE
 JC0730_STAMPING: L 173 1940
 JC0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0730
 JC0730  HISTORY     - Date     Condition        Report By
 JC0730  HISTORY     - 1940     MONUMENTED       CGS
 JC0730
 JC0730                          STATION DESCRIPTION
 JC0730
 JC0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JC0730'1.1 MI W FROM UNION.
 JC0730'1.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0730'RAILROAD FROM THE STATION AT UNION, FRANKLIN COUNTY, 20 POLES
 JC0730'WEST OF MILEPOST 60, AT A HIGH BRIDGE, IN THE TOP OF THE EAST
 JC0730'END OF THE SOUTH CONCRETE HEADWALL, 18.7 FEET SOUTH OF THE
 JC0730'SOUTH RAIL, AND 3.6 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 JC0730'POST.  A STANDARD DISK, STAMPED L 173 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0148 ***********************************************************************
 HC0148  DESIGNATION -  L 174
 HC0148  PID         -  HC0148
 HC0148  STATE/COUNTY-  MO/WAYNE
 HC0148  USGS QUAD   -  GREENVILLE SW (1966)
 HC0148
 HC0148                         *CURRENT SURVEY CONTROL
 HC0148  ___________________________________________________________________
 HC0148* NAD 83(1986)-  37 00 58.     (N)    090 29 17.     (W)     SCALED    
 HC0148* NAVD 88     -       195.698  (meters)     642.05   (feet)  ADJUSTED  
 HC0148  ___________________________________________________________________
 HC0148  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HC0148  DYNAMIC HT  -         195.544 (meters)     641.55  (feet)  COMP
 HC0148  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 HC0148
 HC0148  VERT ORDER  -  SECOND    CLASS 0
 HC0148
 HC0148.The horizontal coordinates were scaled from a topographic map and have
 HC0148.an estimated accuracy of +/- 6 seconds.
 HC0148
 HC0148.The orthometric height was determined by differential leveling
 HC0148.and adjusted by the National Geodetic Survey in June 1991..
 HC0148
 HC0148.The geoid height was determined by GEOID03.
 HC0148
 HC0148.The dynamic height is computed by dividing the NAVD 88
 HC0148.geopotential number by the normal gravity value computed on the
 HC0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0148.degrees latitude (g = 980.6199 gals.).
 HC0148
 HC0148.The modeled gravity was interpolated from observed gravity values.
 HC0148
 HC0148;                    North         East    Units  Estimated Accuracy
 HC0148;SPC MO E     -   131,240.      251,060.      MT  (+/- 180 meters Scaled)
 HC0148
 HC0148                          SUPERSEDED SURVEY CONTROL
 HC0148
 HC0148  NGVD 29 (??/??/92)  195.748  (m)          642.22   (f) ADJ UNCH    2 0
 HC0148
 HC0148.Superseded values are not recommended for survey control.
 HC0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0148.See file dsdata.txt to determine how the superseded data were derived.
 HC0148
 HC0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA234996(NAD 83)
 HC0148_MARKER: DB = BENCH MARK DISK
 HC0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0148_STAMPING: L 174 1945
 HC0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0148+STABILITY: SURFACE MOTION
 HC0148
 HC0148  HISTORY     - Date     Condition        Report By
 HC0148  HISTORY     - 1945     MONUMENTED       CGS
 HC0148  HISTORY     - 20020503 MARK NOT FOUND   USACE
 HC0148
 HC0148                          STATION DESCRIPTION
 HC0148
 HC0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HC0148'2.8 MI N FROM TASKEE STATION.
 HC0148'2.8 MILES NORTH ALONG U.S. HIGHWAY 67 FROM THE VILLAGE OF
 HC0148'TASKEE STATION, WAYNE COUNTY, AT THE JUNCTION OF A GRAVEL ROAD
 HC0148'LEADING WEST, 50 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 HC0148'ROAD, 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 HC0148'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 5 FEET HIGHER
 HC0148'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 174 1945 AND SET
 HC0148'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HC0148'THIS MARK IS ALSO 9.1 MILES SOUTH OF GREENVILLE AND IS ON THE
 HC0148'NEW HIGHWAY.
 HC0148
 HC0148                          STATION RECOVERY (2002)
 HC0148
 HC0148'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0380 ***********************************************************************
 JE0380  DESIGNATION -  L 175
 JE0380  PID         -  JE0380
 JE0380  STATE/COUNTY-  MO/BATES
 JE0380  USGS QUAD   -  ROCKVILLE (1991)
 JE0380
 JE0380                         *CURRENT SURVEY CONTROL
 JE0380  ___________________________________________________________________
 JE0380* NAD 83(1986)-  38 03 39.     (N)    094 05 30.     (W)     SCALED    
 JE0380* NAVD 88     -       221.747  (meters)     727.51   (feet)  ADJUSTED  
 JE0380  ___________________________________________________________________
 JE0380  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE0380  DYNAMIC HT  -         221.584 (meters)     726.98  (feet)  COMP
 JE0380  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 JE0380
 JE0380  VERT ORDER  -  SECOND    CLASS 0
 JE0380
 JE0380.The horizontal coordinates were scaled from a topographic map and have
 JE0380.an estimated accuracy of +/- 6 seconds.
 JE0380
 JE0380.The orthometric height was determined by differential leveling
 JE0380.and adjusted by the National Geodetic Survey in June 1991..
 JE0380
 JE0380.The geoid height was determined by GEOID03.
 JE0380
 JE0380.The dynamic height is computed by dividing the NAVD 88
 JE0380.geopotential number by the normal gravity value computed on the
 JE0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0380.degrees latitude (g = 980.6199 gals.).
 JE0380
 JE0380.The modeled gravity was interpolated from observed gravity values.
 JE0380
 JE0380;                    North         East    Units  Estimated Accuracy
 JE0380;SPC MO W     -   210,280.      885,830.      MT  (+/- 180 meters Scaled)
 JE0380
 JE0380                          SUPERSEDED SURVEY CONTROL
 JE0380
 JE0380  NGVD 29 (??/??/92)  221.644  (m)          727.18   (f) ADJ UNCH    2 0
 JE0380
 JE0380.Superseded values are not recommended for survey control.
 JE0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0380.See file dsdata.txt to determine how the superseded data were derived.
 JE0380
 JE0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC042131(NAD 83)
 JE0380_MARKER: DB = BENCH MARK DISK
 JE0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0380_STAMPING: L 175 1945
 JE0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0380+STABILITY: SURFACE MOTION
 JE0380
 JE0380  HISTORY     - Date     Condition        Report By
 JE0380  HISTORY     - 1945     MONUMENTED       CGS
 JE0380  HISTORY     - 1962     GOOD             NGS
 JE0380  HISTORY     - 19880211 MARK NOT FOUND   USPSQD
 JE0380
 JE0380                          STATION DESCRIPTION
 JE0380
 JE0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JE0380'0.9 MI SW FROM ROCKVILLE.
 JE0380'ABOUT 0.9 MILE SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JE0380'RAILROAD FROM THE STATION AT ROCKVILLE, 13 POLES SOUTHWEST OF
 JE0380'MILEPOST 295, AT A CROSSING OF THE RAILROAD AND A ROAD, IN
 JE0380'SECTION 23, T 38 N, R 29 W, 57 FEET SOUTH OF THE CENTER OF
 JE0380'THE CROSSING, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 15 FEET
 JE0380'NORTHWEST OF THE CENTER LINE OF A DIRT ROAD RUNNING PARALLEL
 JE0380'TO THE RAILROAD, 9 FEET SOUTHWEST OF A TELEPHONE POLE NUMBERED
 JE0380'3259, 1 FOOT SOUTHEAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL
 JE0380'WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE RAILS, AND
 JE0380'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JE0380
 JE0380                          STATION RECOVERY (1988)
 JE0380
 JE0380'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JE0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0870 ***********************************************************************
 HD0870  DESIGNATION -  L 176
 HD0870  PID         -  HD0870
 HD0870  STATE/COUNTY-  MO/ST CLAIR
 HD0870  USGS QUAD   -  ROSCOE (1991)
 HD0870
 HD0870                         *CURRENT SURVEY CONTROL
 HD0870  ___________________________________________________________________
 HD0870* NAD 83(1986)-  37 58 22.     (N)    093 46 44.     (W)     SCALED    
 HD0870* NAVD 88     -       244.753  (meters)     802.99   (feet)  ADJUSTED  
 HD0870  ___________________________________________________________________
 HD0870  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HD0870  DYNAMIC HT  -         244.571 (meters)     802.40  (feet)  COMP
 HD0870  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 HD0870
 HD0870  VERT ORDER  -  SECOND    CLASS 0
 HD0870
 HD0870.The horizontal coordinates were scaled from a topographic map and have
 HD0870.an estimated accuracy of +/- 6 seconds.
 HD0870
 HD0870.The orthometric height was determined by differential leveling
 HD0870.and adjusted by the National Geodetic Survey in June 1991..
 HD0870
 HD0870.The geoid height was determined by GEOID03.
 HD0870
 HD0870.The dynamic height is computed by dividing the NAVD 88
 HD0870.geopotential number by the normal gravity value computed on the
 HD0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0870.degrees latitude (g = 980.6199 gals.).
 HD0870
 HD0870.The modeled gravity was interpolated from observed gravity values.
 HD0870
 HD0870;                    North         East    Units  Estimated Accuracy
 HD0870;SPC MO W     -   200,670.      913,360.      MT  (+/- 180 meters Scaled)
 HD0870
 HD0870                          SUPERSEDED SURVEY CONTROL
 HD0870
 HD0870  NGVD 29 (??/??/92)  244.639  (m)          802.62   (f) ADJ UNCH    2 0
 HD0870
 HD0870.Superseded values are not recommended for survey control.
 HD0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0870.See file dsdata.txt to determine how the superseded data were derived.
 HD0870
 HD0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC315030(NAD 83)
 HD0870_MARKER: DB = BENCH MARK DISK
 HD0870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0870_SP_SET: CULVERT
 HD0870_STAMPING: L 176 1945
 HD0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0870
 HD0870  HISTORY     - Date     Condition        Report By
 HD0870  HISTORY     - 1945     MONUMENTED       CGS
 HD0870  HISTORY     - 1962     GOOD             NGS
 HD0870
 HD0870                          STATION DESCRIPTION
 HD0870
 HD0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0870'1.7 MI E FROM ROSCOE.
 HD0870'1.7 MILES EAST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 HD0870'STATE HIGHWAY 82 AND COUNTY ROAD E AT ROSCOE, IN SECTION 15,
 HD0870'T 37 N, R 26 W, 16 FEET NORTHWEST OF THE CENTER LINE OF THE
 HD0870'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE
 HD0870'HEADWALL OF A 4-FOOT CONCRETE CULVERT, 35 FEET SOUTHEAST OF A
 HD0870'SMALL DAM WITH A CONCRETE SPILLWAY, AND ABOUT 5 INCHES ABOVE
 HD0870'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1577 ***********************************************************************
 JD1577  DESIGNATION -  L 177
 JD1577  PID         -  JD1577
 JD1577  STATE/COUNTY-  MO/ST CLAIR
 JD1577  USGS QUAD   -  LOWRY CITY (1991)
 JD1577
 JD1577                         *CURRENT SURVEY CONTROL
 JD1577  ___________________________________________________________________
 JD1577* NAD 83(1986)-  38 09 02.     (N)    093 41 13.     (W)     SCALED    
 JD1577* NAVD 88     -       256.967  (meters)     843.07   (feet)  ADJUSTED  
 JD1577  ___________________________________________________________________
 JD1577  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JD1577  DYNAMIC HT  -         256.781 (meters)     842.46  (feet)  COMP
 JD1577  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 JD1577
 JD1577  VERT ORDER  -  SECOND    CLASS 0
 JD1577
 JD1577.The horizontal coordinates were scaled from a topographic map and have
 JD1577.an estimated accuracy of +/- 6 seconds.
 JD1577
 JD1577.The orthometric height was determined by differential leveling
 JD1577.and adjusted by the National Geodetic Survey in June 1991..
 JD1577
 JD1577.The geoid height was determined by GEOID03.
 JD1577
 JD1577.The dynamic height is computed by dividing the NAVD 88
 JD1577.geopotential number by the normal gravity value computed on the
 JD1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1577.degrees latitude (g = 980.6199 gals.).
 JD1577
 JD1577.The modeled gravity was interpolated from observed gravity values.
 JD1577
 JD1577;                    North         East    Units  Estimated Accuracy
 JD1577;SPC MO W     -   220,470.      921,260.      MT  (+/- 180 meters Scaled)
 JD1577
 JD1577                          SUPERSEDED SURVEY CONTROL
 JD1577
 JD1577  NGVD 29 (??/??/92)  256.848  (m)          842.68   (f) ADJ UNCH    2 0
 JD1577
 JD1577.Superseded values are not recommended for survey control.
 JD1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1577.See file dsdata.txt to determine how the superseded data were derived.
 JD1577
 JD1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC398227(NAD 83)
 JD1577_MARKER: DB = BENCH MARK DISK
 JD1577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1577_SP_SET: CULVERT
 JD1577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1577
 JD1577  HISTORY     - Date     Condition        Report By
 JD1577  HISTORY     - UNK      MONUMENTED       CGS
 JD1577  HISTORY     - 1945     GOOD             NGS
 JD1577
 JD1577                          STATION DESCRIPTION
 JD1577
 JD1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1577'2.9 MI NE FROM LOWRY CITY.
 JD1577'FROM LOWRY CITY, NORTH 1.0 MILE ALONG HIGHWAY 13 TO JUNCTION
 JD1577'WITH ST. CLAIR COUNTY ROUTES A AND C, 1.9 MILES EAST TO A 4
 JD1577'FOOT CONCRETE CULVERT, 170 YARDS WEST OF A ROAD CROSSING, 0.1
 JD1577'MILE EAST OF A HEDGE ROW MEETING ROUTE C FROM THE SOUTH.  A
 JD1577'BRONZE DISK SET IN THE TOP AND CENTER OF THE NORTH HEADWALL, 15
 JD1577'FEET NORTH AND 5 INCHES LOWER THAN THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0608 ***********************************************************************
 HD0608  DESIGNATION -  L 178
 HD0608  PID         -  HD0608
 HD0608  STATE/COUNTY-  MO/POLK
 HD0608  USGS QUAD   -  CLIQUOT (1981)
 HD0608
 HD0608                         *CURRENT SURVEY CONTROL
 HD0608  ___________________________________________________________________
 HD0608* NAD 83(1986)-  37 44 06.     (N)    093 22 51.     (W)     SCALED    
 HD0608* NAVD 88     -       328.217  (meters)    1076.83   (feet)  ADJUSTED  
 HD0608  ___________________________________________________________________
 HD0608  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HD0608  DYNAMIC HT  -         327.971 (meters)    1076.02  (feet)  COMP
 HD0608  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 HD0608
 HD0608  VERT ORDER  -  SECOND    CLASS 0
 HD0608
 HD0608.The horizontal coordinates were scaled from a topographic map and have
 HD0608.an estimated accuracy of +/- 6 seconds.
 HD0608
 HD0608.The orthometric height was determined by differential leveling
 HD0608.and adjusted by the National Geodetic Survey in June 1991..
 HD0608
 HD0608.The geoid height was determined by GEOID03.
 HD0608
 HD0608.The dynamic height is computed by dividing the NAVD 88
 HD0608.geopotential number by the normal gravity value computed on the
 HD0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0608.degrees latitude (g = 980.6199 gals.).
 HD0608
 HD0608.The modeled gravity was interpolated from observed gravity values.
 HD0608
 HD0608;                    North         East    Units  Estimated Accuracy
 HD0608;SPC MO C     -   211,390.      422,360.      MT  (+/- 180 meters Scaled)
 HD0608
 HD0608                          SUPERSEDED SURVEY CONTROL
 HD0608
 HD0608  NGVD 29 (??/??/92)  328.107  (m)         1076.46   (f) ADJ UNCH    2 0
 HD0608
 HD0608.Superseded values are not recommended for survey control.
 HD0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0608.See file dsdata.txt to determine how the superseded data were derived.
 HD0608
 HD0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB664764(NAD 83)
 HD0608_MARKER: DB = BENCH MARK DISK
 HD0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0608_STAMPING: L 178 1945
 HD0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0608+STABILITY: SURFACE MOTION
 HD0608
 HD0608  HISTORY     - Date     Condition        Report By
 HD0608  HISTORY     - 1945     MONUMENTED       CGS
 HD0608
 HD0608                          STATION DESCRIPTION
 HD0608
 HD0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0608'10.7 MI N FROM BOLIVAR.
 HD0608'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK
 HD0608'COUNTY, ALONG STATE HIGHWAY NO. 64, THENCE 7.7 MILES NORTH ALONG
 HD0608'COUNTY HIGHWAY D, 2.3 MILES NORTHWEST ALONG THE HURON-RONDO ROAD
 HD0608'TO SITE OF MARK, AT THE INTERSECTION OF THE HURON-RONDO ROAD AND
 HD0608'A DIRT T-ROAD LEADING NORTH, 50 YARDS NORTHEAST OF THE NORTHEAST
 HD0608'CORNER OF A FARMHOUSE, 35.0 FEET NORTH AND LEVEL WITH THE CENTERLINE
 HD0608'OF THE ROAD, 12.8 FEET WEST OF THE CENTERLINE OF THE T-ROAD, 12.5
 HD0608'FEET NORTH OF A FENCE CORNER, 1.0 FOOT WEST OF A FENCE AND 1.0
 HD0608'FOOT SOUTH OF A 4-BY-4 INCH MARKER POST.  A BRONZE DISK, STAMPED
 HD0608'L 178 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HD0608'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0579 ***********************************************************************
 HD0579  DESIGNATION -  L 179
 HD0579  PID         -  HD0579
 HD0579  STATE/COUNTY-  MO/HICKORY
 HD0579  USGS QUAD   -  HERMITAGE (1982)
 HD0579
 HD0579                         *CURRENT SURVEY CONTROL
 HD0579  ___________________________________________________________________
 HD0579* NAD 83(1986)-  37 56 46.     (N)    093 20 54.     (W)     SCALED    
 HD0579* NAVD 88     -       282.874  (meters)     928.06   (feet)  ADJUSTED  
 HD0579  ___________________________________________________________________
 HD0579  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HD0579  DYNAMIC HT  -         282.666 (meters)     927.38  (feet)  COMP
 HD0579  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 HD0579
 HD0579  VERT ORDER  -  SECOND    CLASS 0
 HD0579
 HD0579.The horizontal coordinates were scaled from a topographic map and have
 HD0579.an estimated accuracy of +/- 6 seconds.
 HD0579
 HD0579.The orthometric height was determined by differential leveling
 HD0579.and adjusted by the National Geodetic Survey in June 1991..
 HD0579
 HD0579.The geoid height was determined by GEOID03.
 HD0579
 HD0579.The dynamic height is computed by dividing the NAVD 88
 HD0579.geopotential number by the normal gravity value computed on the
 HD0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0579.degrees latitude (g = 980.6199 gals.).
 HD0579
 HD0579.The modeled gravity was interpolated from observed gravity values.
 HD0579
 HD0579;                    North         East    Units  Estimated Accuracy
 HD0579;SPC MO C     -   234,790.      425,440.      MT  (+/- 180 meters Scaled)
 HD0579
 HD0579                          SUPERSEDED SURVEY CONTROL
 HD0579
 HD0579  NGVD 29 (??/??/92)  282.762  (m)          927.70   (f) ADJ UNCH    2 0
 HD0579
 HD0579.Superseded values are not recommended for survey control.
 HD0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0579.See file dsdata.txt to determine how the superseded data were derived.
 HD0579
 HD0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB693998(NAD 83)
 HD0579_MARKER: DB = BENCH MARK DISK
 HD0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0579_STAMPING: L 179 1945
 HD0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0579+STABILITY: SURFACE MOTION
 HD0579
 HD0579  HISTORY     - Date     Condition        Report By
 HD0579  HISTORY     - 1945     MONUMENTED       CGS
 HD0579
 HD0579                          STATION DESCRIPTION
 HD0579
 HD0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0579'2.1 MI W FROM HERMITAGE.
 HD0579'0.1 MILE NORTH ALONG A PAVED STREET, FROM THE COURT HOUSE AT
 HD0579'HERMITAGE, HICKORY COUNTY, THENCE 2.0 MILES WEST ALONG U.S.
 HD0579'HIGHWAY NO. 54 TO SITE OF MARK, 100 YARDS SOUTHEAST OF THE
 HD0579'ENTRANCE TO A STONE QUARRY, AT THE INTERSECTION OF THE HIGHWAY
 HD0579'AND A DIRT ROAD LEADING SOUTH, 60.0 FEET SOUTH AND 4.0 FEET
 HD0579'HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 42.5 FEET NORTHWEST
 HD0579'OF THE CENTERLINE OF THE ROAD, 29.2 FEET NORTHEAST OF A 12-INCH
 HD0579'OAK TREE, 5.0 FEET SOUTHEAST OF A TELEPHONE POLE AND 1.0 FOOT
 HD0579'EAST OF A 4-BY-4 INCH MARKER POST.  AN IRON DISK, STAMPED L 179
 HD0579'1945 SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 HD0579'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0338 ***********************************************************************
 LE0338  DESIGNATION -  L 18
 LE0338  PID         -  LE0338
 LE0338  STATE/COUNTY-  MO/HARRISON
 LE0338  USGS QUAD   -  GILMAN CITY WEST (1984)
 LE0338
 LE0338                         *CURRENT SURVEY CONTROL
 LE0338  ___________________________________________________________________
 LE0338* NAD 83(1986)-  40 08 04.     (N)    093 57 29.     (W)     SCALED    
 LE0338* NAVD 88     -       292.128  (meters)     958.42   (feet)  ADJUSTED  
 LE0338  ___________________________________________________________________
 LE0338  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LE0338  DYNAMIC HT  -         291.969 (meters)     957.90  (feet)  COMP
 LE0338  MODELED GRAV-     980,072.5   (mgal)                       NAVD 88
 LE0338
 LE0338  VERT ORDER  -  FIRST     CLASS II
 LE0338
 LE0338.The horizontal coordinates were scaled from a topographic map and have
 LE0338.an estimated accuracy of +/- 6 seconds.
 LE0338
 LE0338.The orthometric height was determined by differential leveling
 LE0338.and adjusted by the National Geodetic Survey in June 1991..
 LE0338
 LE0338.The geoid height was determined by GEOID03.
 LE0338
 LE0338.The dynamic height is computed by dividing the NAVD 88
 LE0338.geopotential number by the normal gravity value computed on the
 LE0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0338.degrees latitude (g = 980.6199 gals.).
 LE0338
 LE0338.The modeled gravity was interpolated from observed gravity values.
 LE0338
 LE0338;                    North         East    Units  Estimated Accuracy
 LE0338;SPC MO W     -   440,540.      896,190.      MT  (+/- 180 meters Scaled)
 LE0338
 LE0338                          SUPERSEDED SURVEY CONTROL
 LE0338
 LE0338  NGVD 29 (??/??/92)  292.069  (m)          958.23   (f) ADJ UNCH    1 2
 LE0338
 LE0338.Superseded values are not recommended for survey control.
 LE0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0338.See file dsdata.txt to determine how the superseded data were derived.
 LE0338
 LE0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE183431(NAD 83)
 LE0338_MARKER: DB = BENCH MARK DISK
 LE0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0338_STAMPING: L 18 1933
 LE0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0338+STABILITY: SURFACE MOTION
 LE0338
 LE0338  HISTORY     - Date     Condition        Report By
 LE0338  HISTORY     - 1933     MONUMENTED       CGS
 LE0338  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0338
 LE0338                          STATION DESCRIPTION
 LE0338
 LE0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LE0338'4.8 MI W FROM GILMAN.
 LE0338'4-3/4 MILES WEST ALONG THE ABANDONED QUINCY, OMAHA AND KANSAS
 LE0338'CITY RAILROAD FROM GILMAN, HARRISON COUNTY, AT MILEAGE 156.75,
 LE0338'10 RAILS NORTHEAST OF THE HARRISON-DAVIESS COUNTY LINE MARKER,
 LE0338'50 FEET NORTHEAST OF A ROAD CROSSING, 25 FEET NORTH OF THE TRACK,
 LE0338'AND 5 FEET EAST OF A POINT 32 FEET SOUTH OF A FENCE CORNER.  A
 LE0338'STANDARD DISK, STAMPED L 18 1933 AND SET IN THE TOP OF A CONCRETE
 LE0338'POST.
 LE0338
 LE0338                          STATION RECOVERY (1967)
 LE0338
 LE0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1326 ***********************************************************************
 JD1326  DESIGNATION -  L 180
 JD1326  PID         -  JD1326
 JD1326  STATE/COUNTY-  MO/BENTON
 JD1326  USGS QUAD   -  WARSAW EAST (1982)
 JD1326
 JD1326                         *CURRENT SURVEY CONTROL
 JD1326  ___________________________________________________________________
 JD1326* NAD 83(1986)-  38 12 04.     (N)    093 22 20.     (W)     SCALED    
 JD1326* NAVD 88     -       249.890  (meters)     819.85   (feet)  ADJUSTED  
 JD1326  ___________________________________________________________________
 JD1326  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JD1326  DYNAMIC HT  -         249.713 (meters)     819.27  (feet)  COMP
 JD1326  MODELED GRAV-     979,913.9   (mgal)                       NAVD 88
 JD1326
 JD1326  VERT ORDER  -  SECOND    CLASS 0
 JD1326
 JD1326.The horizontal coordinates were scaled from a topographic map and have
 JD1326.an estimated accuracy of +/- 6 seconds.
 JD1326
 JD1326.The orthometric height was determined by differential leveling
 JD1326.and adjusted by the National Geodetic Survey in June 1991..
 JD1326
 JD1326.The geoid height was determined by GEOID03.
 JD1326
 JD1326.The dynamic height is computed by dividing the NAVD 88
 JD1326.geopotential number by the normal gravity value computed on the
 JD1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1326.degrees latitude (g = 980.6199 gals.).
 JD1326
 JD1326.The modeled gravity was interpolated from observed gravity values.
 JD1326
 JD1326;                    North         East    Units  Estimated Accuracy
 JD1326;SPC MO C     -   263,110.      423,610.      MT  (+/- 180 meters Scaled)
 JD1326
 JD1326                          SUPERSEDED SURVEY CONTROL
 JD1326
 JD1326  NGVD 29 (??/??/92)  249.773  (m)          819.46   (f) ADJ UNCH    2 0
 JD1326
 JD1326.Superseded values are not recommended for survey control.
 JD1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1326.See file dsdata.txt to determine how the superseded data were derived.
 JD1326
 JD1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC674281(NAD 83)
 JD1326_MARKER: DB = BENCH MARK DISK
 JD1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1326_STAMPING: L 180 1945
 JD1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1326+STABILITY: SURFACE MOTION
 JD1326
 JD1326  HISTORY     - Date     Condition        Report By
 JD1326  HISTORY     - 1945     MONUMENTED       CGS
 JD1326
 JD1326                          STATION DESCRIPTION
 JD1326
 JD1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JD1326'5.3 MI S FROM WARSAW.
 JD1326'TO REACH FROM THE COURT HOUSE AT WARSAW, GO 0.2 MILE NORTHEAST
 JD1326'ALONG STATE HIGHWAY 35, 1.0 MILE EAST ALONG A GRAVELED ROAD, 1.7
 JD1326'MILES SOUTHEAST ALONG U.S. HIGHWAY 65, 2.4 MILES SOUTHWEST ALONG
 JD1326'STATE HIGHWAY 83, TO THE SITE OF THE MARK, 30.0 FEET EAST AND
 JD1326'1.0 FOOT HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 51.0 FEET
 JD1326'SOUTHEAST OF THE EAST END OF A 14 INCH CORRUGATED IRON CULVERT,
 JD1326'2.0 FEET WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 BY 4 MARKER
 JD1326'POST.  A STANDARD DISK, STAMPED L 180 1945 AND SET IN THE TOP
 JD1326'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0626 ***********************************************************************
 HD0626  DESIGNATION -  L 181
 HD0626  PID         -  HD0626
 HD0626  STATE/COUNTY-  MO/POLK
 HD0626  USGS QUAD   -  HUMANSVILLE (1991)
 HD0626
 HD0626                         *CURRENT SURVEY CONTROL
 HD0626  ___________________________________________________________________
 HD0626* NAD 83(1986)-  37 46 55.     (N)    093 30 08.     (W)     SCALED    
 HD0626* NAVD 88     -       333.690  (meters)    1094.78   (feet)  ADJUSTED  
 HD0626  ___________________________________________________________________
 HD0626  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HD0626  DYNAMIC HT  -         333.437 (meters)    1093.95  (feet)  COMP
 HD0626  MODELED GRAV-     979,862.0   (mgal)                       NAVD 88
 HD0626
 HD0626  VERT ORDER  -  SECOND    CLASS 0
 HD0626
 HD0626.The horizontal coordinates were scaled from a topographic map and have
 HD0626.an estimated accuracy of +/- 6 seconds.
 HD0626
 HD0626.The orthometric height was determined by differential leveling
 HD0626.and adjusted by the National Geodetic Survey in June 1991..
 HD0626
 HD0626.The geoid height was determined by GEOID03.
 HD0626
 HD0626.The dynamic height is computed by dividing the NAVD 88
 HD0626.geopotential number by the normal gravity value computed on the
 HD0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0626.degrees latitude (g = 980.6199 gals.).
 HD0626
 HD0626.The modeled gravity was interpolated from observed gravity values.
 HD0626
 HD0626;                    North         East    Units  Estimated Accuracy
 HD0626;SPC MO C     -   216,700.      411,720.      MT  (+/- 180 meters Scaled)
 HD0626
 HD0626                          SUPERSEDED SURVEY CONTROL
 HD0626
 HD0626  NGVD 29 (??/??/92)  333.575  (m)         1094.40   (f) ADJ UNCH    2 0
 HD0626
 HD0626.Superseded values are not recommended for survey control.
 HD0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0626.See file dsdata.txt to determine how the superseded data were derived.
 HD0626
 HD0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB557817(NAD 83)
 HD0626_MARKER: DB = BENCH MARK DISK
 HD0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0626_STAMPING: L 181 1945
 HD0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0626+STABILITY: SURFACE MOTION
 HD0626
 HD0626  HISTORY     - Date     Condition        Report By
 HD0626  HISTORY     - 1945     MONUMENTED       CGS
 HD0626
 HD0626                          STATION DESCRIPTION
 HD0626
 HD0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0626'4.2 MI NW FROM RONDO.
 HD0626'0.1 MILE WEST FROM THE RONDO MISSION CHAPEL AT RONDO, POLK
 HD0626'COUNTY, ALONG A GRAVELED ROAD, THENCE 1 MILE NORTH ALONG STATE
 HD0626'HIGHWAY NO. 83, 3.1 MILES WEST ALONG A GRADED DIRT ROAD AT THE
 HD0626'INTERSECTION OF TWO GRADED DIRT ROADS, 25.5 FEET SOUTH AND 1 FOOT
 HD0626'HIGHER THAN THE CENTERLINE OF THE EAST AND WEST ROAD, 26.5 FEET
 HD0626'EAST OF THE CENTERLINE OF THE NORTH AND SOUTH ROAD, 52 FEET EAST
 HD0626'OF A 24-INCH ELM TREE, 2 FEET NORTHWEST OF A FENCE AND 1.0 FOOT
 HD0626'NORTHEAST OF A 4-BY-4 INCH MARKER POST.  A BRONZED DISK, STAMPED
 HD0626'L 181 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HD0626'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0627 ***********************************************************************
 HD0627  DESIGNATION -  L 181 RESET
 HD0627  PID         -  HD0627
 HD0627  STATE/COUNTY-  MO/POLK
 HD0627  USGS QUAD   -  HUMANSVILLE (1991)
 HD0627
 HD0627                         *CURRENT SURVEY CONTROL
 HD0627  ___________________________________________________________________
 HD0627* NAD 83(1986)-  37 46 56.     (N)    093 30 09.     (W)     SCALED    
 HD0627* NAVD 88     -       333.99   (meters)    1095.8    (feet)  RESET     
 HD0627  ___________________________________________________________________
 HD0627  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HD0627
 HD0627  VERT ORDER  -  THIRD
 HD0627
 HD0627.The horizontal coordinates were scaled from a topographic map and have
 HD0627.an estimated accuracy of +/- 6 seconds.
 HD0627
 HD0627.The orthometric height was computed from unverified reset data.
 HD0627
 HD0627.The geoid height was determined by GEOID03.
 HD0627
 HD0627;                    North         East    Units  Estimated Accuracy
 HD0627;SPC MO C     -   216,740.      411,690.      MT  (+/- 180 meters Scaled)
 HD0627
 HD0627                          SUPERSEDED SURVEY CONTROL
 HD0627
 HD0627.No superseded survey control is available for this station.
 HD0627
 HD0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB557817(NAD 83)
 HD0627_MARKER: DB = BENCH MARK DISK
 HD0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0627+STABILITY: SURFACE MOTION
 HD0627
 HD0627  HISTORY     - Date     Condition        Report By
 HD0627  HISTORY     - 1964     MONUMENTED       CGS
 HD0627  HISTORY     - 1965     GOOD             NGS
 HD0627
 HD0627                          STATION DESCRIPTION
 HD0627
 HD0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HD0627'4.2 MI W FROM RONDO.
 HD0627'ABOUT 0.1 MILE WEST FROM THE RONDO MISSION CHAPEL AT RONDO,
 HD0627'POLK COUNTY, ALONG A GRAVELED ROAD, THENCE 1 MILE NORTH ALONG
 HD0627'STATE HIGHWAY NO. 83, 3.1 MILES WEST ALONG A GRADED DIRT ROAD
 HD0627'AT THE INTERSECTION OF TWO GRADED DIRT ROADS 52 FEET WEST AND
 HD0627'2 FOOT HIGHER THAN THE CENTERLINE OF THE NORTH AND SOUTH ROAD,
 HD0627'45 FEET NORTH OF EAST AND WEST ROAD, 37 FEET NORTHWEST OF POWER
 HD0627'POLE, 1 FOOT SOUTHEAST OF FENCE, SET IN THE TOP OF A CONCRETE
 HD0627'POST AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE2068 ***********************************************************************
 JE2068  DESIGNATION -  L 182 RESET
 JE2068  PID         -  JE2068
 JE2068  STATE/COUNTY-  MO/CASS
 JE2068  USGS QUAD   -  DAYTON (1961)
 JE2068
 JE2068                         *CURRENT SURVEY CONTROL
 JE2068  ___________________________________________________________________
 JE2068* NAD 83(1986)-  38 29 04.     (N)    094 13 58.     (W)     SCALED    
 JE2068* NAVD 88     -       243.39   (meters)     798.5    (feet)  RESET     
 JE2068  ___________________________________________________________________
 JE2068  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JE2068
 JE2068  VERT ORDER  -  THIRD
 JE2068
 JE2068.The horizontal coordinates were scaled from a topographic map and have
 JE2068.an estimated accuracy of +/- 6 seconds.
 JE2068
 JE2068.The orthometric height was computed from unverified reset data.
 JE2068.No vertical observational check was made to the station.
 JE2068
 JE2068.The geoid height was determined by GEOID03.
 JE2068
 JE2068;                    North         East    Units  Estimated Accuracy
 JE2068;SPC MO W     -   257,250.      873,310.      MT  (+/- 180 meters Scaled)
 JE2068
 JE2068                          SUPERSEDED SURVEY CONTROL
 JE2068
 JE2068  NGVD 29 (02/22/06)  243.26   (m)          798.1    (f) RESET       3  
 JE2068
 JE2068.Superseded values are not recommended for survey control.
 JE2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2068.See file dsdata.txt to determine how the superseded data were derived.
 JE2068
 JE2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC924602(NAD 83)
 JE2068_MARKER: DB = BENCH MARK DISK
 JE2068_SETTING: 66 = SET IN ROCK OUTCROP
 JE2068_SP_SET: ROCK OUTCROP
 JE2068_STAMPING: L 182 RESET 1986
 JE2068_MARK LOGO: NGS   
 JE2068_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE2068+STABILITY: POSITION/ELEVATION WELL
 JE2068
 JE2068  HISTORY     - Date     Condition        Report By
 JE2068  HISTORY     - 1986     MONUMENTED       NGS
 JE2068
 JE2068                          STATION DESCRIPTION
 JE2068
 JE2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE2068'2.2 MI (3.5 KM) WEST ALONG STATE ROAD B, FROM THE JUNCTION OF STATE
 JE2068'ROAD F AT DAYTON, TO THE MARK ON THE LEFT, IN THE NORTHWEST CORNER OF
 JE2068'ROCK LEDGE, 247.0 FT (75.3 M) WEST FROM THE WEST END OF A BRIDGE OVER
 JE2068'SUGAR CREEK, 20.0 FT (6.1 M) SOUTH FROM THE CENTERLINE OF ROAD B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0088 ***********************************************************************
 JE0088  DESIGNATION -  L 183
 JE0088  PID         -  JE0088
 JE0088  STATE/COUNTY-  MO/JOHNSON
 JE0088  USGS QUAD   -  KINGSVILLE (1954)
 JE0088
 JE0088                         *CURRENT SURVEY CONTROL
 JE0088  ___________________________________________________________________
 JE0088* NAD 83(1986)-  38 44 45.     (N)    094 04 22.     (W)     SCALED    
 JE0088* NAVD 88     -       277.506  (meters)     910.45   (feet)  ADJUSTED  
 JE0088  ___________________________________________________________________
 JE0088  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JE0088  DYNAMIC HT  -         277.317 (meters)     909.83  (feet)  COMP
 JE0088  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 JE0088
 JE0088  VERT ORDER  -  FIRST     CLASS II
 JE0088
 JE0088.The horizontal coordinates were scaled from a topographic map and have
 JE0088.an estimated accuracy of +/- 6 seconds.
 JE0088
 JE0088.The orthometric height was determined by differential leveling
 JE0088.and adjusted by the National Geodetic Survey in June 1991..
 JE0088
 JE0088.The geoid height was determined by GEOID03.
 JE0088
 JE0088.The dynamic height is computed by dividing the NAVD 88
 JE0088.geopotential number by the normal gravity value computed on the
 JE0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0088.degrees latitude (g = 980.6199 gals.).
 JE0088
 JE0088.The modeled gravity was interpolated from observed gravity values.
 JE0088
 JE0088;                    North         East    Units  Estimated Accuracy
 JE0088;SPC MO W     -   286,320.      887,140.      MT  (+/- 180 meters Scaled)
 JE0088
 JE0088                          SUPERSEDED SURVEY CONTROL
 JE0088
 JE0088  NGVD 29 (??/??/92)  277.404  (m)          910.12   (f) ADJ UNCH    1 2
 JE0088
 JE0088.Superseded values are not recommended for survey control.
 JE0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0088.See file dsdata.txt to determine how the superseded data were derived.
 JE0088
 JE0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC067891(NAD 83)
 JE0088_MARKER: DB = BENCH MARK DISK
 JE0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0088_STAMPING: L 183 1945
 JE0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0088+STABILITY: SURFACE MOTION
 JE0088
 JE0088  HISTORY     - Date     Condition        Report By
 JE0088  HISTORY     - 1945     MONUMENTED       CGS
 JE0088  HISTORY     - 1963     GOOD             NGS
 JE0088  HISTORY     - 1981     GOOD             NGS
 JE0088  HISTORY     - 20060505 POOR             INDIV
 JE0088
 JE0088                          STATION DESCRIPTION
 JE0088
 JE0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0088'4.9 MI W FROM HOLDEN.
 JE0088'ABOUT 4.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0088'THE STATION AT HOLDEN, 34 FEET NORTH OF THE NORTH RAIL OF THE
 JE0088'MAIN TRACK, 32 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 JE0088'DIRT ROAD, 7 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT EAST OF
 JE0088'A WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND
 JE0088'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 JE0088
 JE0088                          STATION RECOVERY (1981)
 JE0088
 JE0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0088'THE POLE IS NO LONGER THERE. THE MARK IS AT KINGSVILLE 0.40 KM (0.25
 JE0088'MI) WEST OF THE CROSSING OF STATE ROAD W.
 JE0088
 JE0088                          STATION RECOVERY (2006)
 JE0088
 JE0088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0088'THE WITNESS POST HAS BEEN REMOVED.  THE DISC HAS BEEN CLIPPED OFF
 JE0088'LEVEL WITH THE TOP OF THE CONCRETE POST.  THE EMBEDDED DISC STEM IS
 JE0088'STILL PRESENT IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1797 ***********************************************************************
 JD1797  DESIGNATION -  L 184
 JD1797  PID         -  JD1797
 JD1797  STATE/COUNTY-  MO/JOHNSON
 JD1797  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1797
 JD1797                         *CURRENT SURVEY CONTROL
 JD1797  ___________________________________________________________________
 JD1797* NAD 83(1986)-  38 46 09.     (N)    093 38 59.     (W)     SCALED    
 JD1797* NAVD 88     -       229.323  (meters)     752.37   (feet)  ADJUSTED  
 JD1797  ___________________________________________________________________
 JD1797  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1797  DYNAMIC HT  -         229.168 (meters)     751.86  (feet)  COMP
 JD1797  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 JD1797
 JD1797  VERT ORDER  -  FIRST     CLASS II
 JD1797
 JD1797.The horizontal coordinates were scaled from a topographic map and have
 JD1797.an estimated accuracy of +/- 6 seconds.
 JD1797
 JD1797.The orthometric height was determined by differential leveling
 JD1797.and adjusted by the National Geodetic Survey in June 1991..
 JD1797
 JD1797.The geoid height was determined by GEOID03.
 JD1797
 JD1797.The dynamic height is computed by dividing the NAVD 88
 JD1797.geopotential number by the normal gravity value computed on the
 JD1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1797.degrees latitude (g = 980.6199 gals.).
 JD1797
 JD1797.The modeled gravity was interpolated from observed gravity values.
 JD1797
 JD1797;                    North         East    Units  Estimated Accuracy
 JD1797;SPC MO W     -   289,170.      923,890.      MT  (+/- 180 meters Scaled)
 JD1797
 JD1797                          SUPERSEDED SURVEY CONTROL
 JD1797
 JD1797  NGVD 29 (??/??/92)  229.234  (m)          752.08   (f) ADJ UNCH    1 2
 JD1797
 JD1797.Superseded values are not recommended for survey control.
 JD1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1797.See file dsdata.txt to determine how the superseded data were derived.
 JD1797
 JD1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC435913(NAD 83)
 JD1797_MARKER: DB = BENCH MARK DISK
 JD1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1797_STAMPING: L 184 1945
 JD1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1797+STABILITY: SURFACE MOTION
 JD1797
 JD1797  HISTORY     - Date     Condition        Report By
 JD1797  HISTORY     - 1945     MONUMENTED       CGS
 JD1797  HISTORY     - 1963     GOOD             NGS
 JD1797
 JD1797                          STATION DESCRIPTION
 JD1797
 JD1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1797'5 MI E FROM WARRENSBURG.
 JD1797'ABOUT 5.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1797'STATION AT WARRENSBURG, AT A ROAD CROSSING, 43 FEET NORTH OF THE
 JD1797'NORTH RAIL, 31 FEET EAST OF THE CENTERLINE OF THE ROAD, 15 FEET
 JD1797'EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 1.0 FOOT EAST
 JD1797'OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 JD1797'OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0688 ***********************************************************************
 JD0688  DESIGNATION -  L 185
 JD0688  PID         -  JD0688
 JD0688  STATE/COUNTY-  MO/PETTIS
 JD0688  USGS QUAD   -  HUGHESVILLE (1973)
 JD0688
 JD0688                         *CURRENT SURVEY CONTROL
 JD0688  ___________________________________________________________________
 JD0688* NAD 83(1997)-  38 45 08.43427(N)    093 19 19.94167(W)     ADJUSTED  
 JD0688* NAVD 88     -       248.575  (meters)     815.53   (feet)  ADJUSTED  
 JD0688  ___________________________________________________________________
 JD0688  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 JD0688  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0688  DYNAMIC HT  -         248.409 (meters)     814.99  (feet)  COMP
 JD0688  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 JD0688
 JD0688  HORZ ORDER  -  SECOND
 JD0688  VERT ORDER  -  FIRST     CLASS II
 JD0688
 JD0688.The horizontal coordinates were established by classical geodetic methods
 JD0688.and adjusted by the National Geodetic Survey in February 2000..
 JD0688
 JD0688.The orthometric height was determined by differential leveling
 JD0688.and adjusted by the National Geodetic Survey in June 1991..
 JD0688
 JD0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0688
 JD0688.The geoid height was determined by GEOID03.
 JD0688
 JD0688.The dynamic height is computed by dividing the NAVD 88
 JD0688.geopotential number by the normal gravity value computed on the
 JD0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0688.degrees latitude (g = 980.6199 gals.).
 JD0688
 JD0688.The modeled gravity was interpolated from observed gravity values.
 JD0688
 JD0688;                    North         East     Units Scale Factor Converg.
 JD0688;SPC MO C     -   324,260.431   428,531.853   MT  0.99999621   -0 30 52.9
 JD0688;UTM  15      - 4,289,343.665   472,002.583   MT  0.99960965   -0 12 06.1
 JD0688
 JD0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0688!SPC MO C     -   0.99996614  x   0.99999621  =   0.99996235
 JD0688!UTM  15      -   0.99996614  x   0.99960965  =   0.99957580
 JD0688
 JD0688                          SUPERSEDED SURVEY CONTROL
 JD0688
 JD0688  NAD 83(1997)-  38 45 08.43916(N)    093 19 19.94131(W) AD(       ) 2
 JD0688  NAD 83(1986)-  38 45 08.44322(N)    093 19 19.94224(W) AD(       ) 2
 JD0688  NAD 27      -  38 45 08.38466(N)    093 19 19.19803(W) AD(       ) 2
 JD0688  NGVD 29 (??/??/92)  248.488  (m)          815.25   (f) ADJ UNCH    1 2
 JD0688
 JD0688.Superseded values are not recommended for survey control.
 JD0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0688.See file dsdata.txt to determine how the superseded data were derived.
 JD0688
 JD0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC7200389344(NAD 83)
 JD0688_MARKER: DB = BENCH MARK DISK
 JD0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0688_STAMPING: L 185 1945
 JD0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0688+STABILITY: SURFACE MOTION
 JD0688
 JD0688  HISTORY     - Date     Condition        Report By
 JD0688  HISTORY     - 1945     MONUMENTED       CGS
 JD0688  HISTORY     - 1963     GOOD             NGS
 JD0688
 JD0688                          STATION DESCRIPTION
 JD0688
 JD0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0688'6 MI W FROM SEDALIA.
 JD0688'ABOUT 6.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0688'THE STATION AT SEDALIA, AT THE SEDALIA AIRPORT WHICH IS NOW
 JD0688'ABANDONED, 3.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 JD0688'EAST HANGAR, 2.8 FEET EAST OF THE EAST WALL OF THE BUILDING,
 JD0688'AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0393 ***********************************************************************
 JD0393  DESIGNATION -  L 186
 JD0393  PID         -  JD0393
 JD0393  STATE/COUNTY-  MO/MORGAN
 JD0393  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0393
 JD0393                         *CURRENT SURVEY CONTROL
 JD0393  ___________________________________________________________________
 JD0393* NAD 83(1986)-  38 40 52.     (N)    092 54 14.     (W)     SCALED    
 JD0393* NAVD 88     -       259.438  (meters)     851.17   (feet)  ADJUSTED  
 JD0393  ___________________________________________________________________
 JD0393  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD0393  DYNAMIC HT  -         259.263 (meters)     850.60  (feet)  COMP
 JD0393  MODELED GRAV-     979,944.7   (mgal)                       NAVD 88
 JD0393
 JD0393  VERT ORDER  -  FIRST     CLASS II
 JD0393
 JD0393.The horizontal coordinates were scaled from a topographic map and have
 JD0393.an estimated accuracy of +/- 6 seconds.
 JD0393
 JD0393.The orthometric height was determined by differential leveling
 JD0393.and adjusted by the National Geodetic Survey in June 1991..
 JD0393
 JD0393.The geoid height was determined by GEOID03.
 JD0393
 JD0393.The dynamic height is computed by dividing the NAVD 88
 JD0393.geopotential number by the normal gravity value computed on the
 JD0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0393.degrees latitude (g = 980.6199 gals.).
 JD0393
 JD0393.The modeled gravity was interpolated from observed gravity values.
 JD0393
 JD0393;                    North         East    Units  Estimated Accuracy
 JD0393;SPC MO C     -   316,110.      464,860.      MT  (+/- 180 meters Scaled)
 JD0393
 JD0393                          SUPERSEDED SURVEY CONTROL
 JD0393
 JD0393  NGVD 29 (??/??/92)  259.341  (m)          850.85   (f) ADJ UNCH    1 2
 JD0393
 JD0393.Superseded values are not recommended for survey control.
 JD0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0393.See file dsdata.txt to determine how the superseded data were derived.
 JD0393
 JD0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC083813(NAD 83)
 JD0393_MARKER: DB = BENCH MARK DISK
 JD0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0393_STAMPING: L 186 1945
 JD0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0393+STABILITY: SURFACE MOTION
 JD0393
 JD0393  HISTORY     - Date     Condition        Report By
 JD0393  HISTORY     - 1945     MONUMENTED       CGS
 JD0393  HISTORY     - 1963     GOOD             NGS
 JD0393
 JD0393                          STATION DESCRIPTION
 JD0393
 JD0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0393'2 MI W FROM SYRACUSE.
 JD0393'ABOUT 1.95 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0393'THE STATION AT SYRACUSE, 1 POLE WEST OF MILEPOLE 170, ACROSS A
 JD0393'ROAD FROM THE PRIVATE ENTRANCE TO THE ZUMSTEGS FARMHOUSE, 34.9
 JD0393'FEET NORTH OF THE NORTH RAIL, 24 FEET SOUTH OF THE CENTERLINE
 JD0393'OF A GRAVELED ROAD, 7.9 FEET WEST OF THE FIRST POLE WEST OF THE
 JD0393'MILEPOLE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 4 FEET ABOVE THE
 JD0393'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JD0393'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0023 ***********************************************************************
 JD0023  DESIGNATION -  L 187
 JD0023  PID         -  JD0023
 JD0023  STATE/COUNTY-  MO/MONITEAU
 JD0023  USGS QUAD   -  RUSSELLVILLE (1969)
 JD0023
 JD0023                         *CURRENT SURVEY CONTROL
 JD0023  ___________________________________________________________________
 JD0023* NAD 83(1986)-  38 36 48.     (N)    092 28 03.     (W)     SCALED    
 JD0023* NAVD 88     -       269.360  (meters)     883.73   (feet)  ADJUSTED  
 JD0023  ___________________________________________________________________
 JD0023  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JD0023  DYNAMIC HT  -         269.177 (meters)     883.12  (feet)  COMP
 JD0023  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 JD0023
 JD0023  VERT ORDER  -  FIRST     CLASS II
 JD0023
 JD0023.The horizontal coordinates were scaled from a topographic map and have
 JD0023.an estimated accuracy of +/- 6 seconds.
 JD0023
 JD0023.The orthometric height was determined by differential leveling
 JD0023.and adjusted by the National Geodetic Survey in June 1991..
 JD0023
 JD0023.The geoid height was determined by GEOID03.
 JD0023
 JD0023.The dynamic height is computed by dividing the NAVD 88
 JD0023.geopotential number by the normal gravity value computed on the
 JD0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0023.degrees latitude (g = 980.6199 gals.).
 JD0023
 JD0023.The modeled gravity was interpolated from observed gravity values.
 JD0023
 JD0023;                    North         East    Units  Estimated Accuracy
 JD0023;SPC MO C     -   308,510.      502,830.      MT  (+/- 180 meters Scaled)
 JD0023
 JD0023                          SUPERSEDED SURVEY CONTROL
 JD0023
 JD0023  NGVD 29 (??/??/92)  269.269  (m)          883.43   (f) ADJ UNCH    1 2
 JD0023
 JD0023.Superseded values are not recommended for survey control.
 JD0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0023.See file dsdata.txt to determine how the superseded data were derived.
 JD0023
 JD0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC463740(NAD 83)
 JD0023_MARKER: DB = BENCH MARK DISK
 JD0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0023_STAMPING: L 187 1945
 JD0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0023+STABILITY: SURFACE MOTION
 JD0023
 JD0023  HISTORY     - Date     Condition        Report By
 JD0023  HISTORY     - 1945     MONUMENTED       CGS
 JD0023  HISTORY     - 1963     GOOD             NGS
 JD0023
 JD0023                          STATION DESCRIPTION
 JD0023
 JD0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0023'3.9 MI W FROM CENTERTOWN.
 JD0023'ABOUT 3.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0023'POST OFFICE AT CENTERTOWN, 98 FEET SOUTHEAST ACROSS THE TRACK
 JD0023'FROM MILEPOLE 144-10, 44 FEET NORTH OF THE CENTERLINE OF U.S.
 JD0023'HIGHWAY 50, 33.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 JD0023'20 FEET EAST OF A TELEGRAPH POLE, 2.0 FEET WEST OF A WITNESS
 JD0023'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 JD0023'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0455 ***********************************************************************
 JD0455  DESIGNATION -  L 188
 JD0455  PID         -  JD0455
 JD0455  STATE/COUNTY-  MO/MONITEAU
 JD0455  USGS QUAD   -  FORTUNA (1985)
 JD0455
 JD0455                         *CURRENT SURVEY CONTROL
 JD0455  ___________________________________________________________________
 JD0455* NAD 83(1986)-  38 35 20.     (N)    092 47 20.     (W)     SCALED    
 JD0455* NAVD 88     -       281.204  (meters)     922.58   (feet)  ADJUSTED  
 JD0455  ___________________________________________________________________
 JD0455  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD0455  DYNAMIC HT  -         281.008 (meters)     921.94  (feet)  COMP
 JD0455  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 JD0455
 JD0455  VERT ORDER  -  SECOND    CLASS 0
 JD0455
 JD0455.The horizontal coordinates were scaled from a topographic map and have
 JD0455.an estimated accuracy of +/- 6 seconds.
 JD0455
 JD0455.The orthometric height was determined by differential leveling
 JD0455.and adjusted by the National Geodetic Survey in June 1991..
 JD0455.WARNING-Repeat measurements at this control monument indicate possible
 JD0455.vertical movement.
 JD0455
 JD0455.The geoid height was determined by GEOID03.
 JD0455
 JD0455.The dynamic height is computed by dividing the NAVD 88
 JD0455.geopotential number by the normal gravity value computed on the
 JD0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0455.degrees latitude (g = 980.6199 gals.).
 JD0455
 JD0455.The modeled gravity was interpolated from observed gravity values.
 JD0455
 JD0455;                    North         East    Units  Estimated Accuracy
 JD0455;SPC MO C     -   305,840.      474,830.      MT  (+/- 180 meters Scaled)
 JD0455
 JD0455                          SUPERSEDED SURVEY CONTROL
 JD0455
 JD0455  NGVD 29 (??/??/92)  281.098  (m)          922.24   (f) ADJ UNCH    2 0
 JD0455
 JD0455.Superseded values are not recommended for survey control.
 JD0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0455.See file dsdata.txt to determine how the superseded data were derived.
 JD0455
 JD0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC183711(NAD 83)
 JD0455_MARKER: DB = BENCH MARK DISK
 JD0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0455_STAMPING: L 188 1945
 JD0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0455+STABILITY: SURFACE MOTION
 JD0455
 JD0455  HISTORY     - Date     Condition        Report By
 JD0455  HISTORY     - 1945     MONUMENTED       CGS
 JD0455  HISTORY     - 1963     GOOD             NGS
 JD0455
 JD0455                          STATION DESCRIPTION
 JD0455
 JD0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0455'1.6 MI N FROM FORTUNA.
 JD0455'ABOUT 0.1 MILE EAST ALONG STATE ROAD FF FROM THE POST OFFICE
 JD0455'AT FORTUNA, THENCE 1.5 MILES NORTH ALONG STATE HIGHWAY 5, IN
 JD0455'SECTION 9, T 44 N, R 17 W, 37 FEET NORTH OF THE CENTER LINE OF
 JD0455'THE HIGHWAY, 30 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 JD0455'ROAD LEADING EAST, 15 FEET NORTHEAST OF THE EAST END OF A SMALL
 JD0455'CONCRETE HEADWALL, 9 FEET NORTH OF A TELEPHONE POLE 1.0 FOOT NORTH
 JD0455'OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 JD0455'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JD0455'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0886 ***********************************************************************
 JD0886  DESIGNATION -  L 189
 JD0886  PID         -  JD0886
 JD0886  STATE/COUNTY-  MO/PETTIS
 JD0886  USGS QUAD   -  CLIFTON CITY (1979)
 JD0886
 JD0886                         *CURRENT SURVEY CONTROL
 JD0886  ___________________________________________________________________
 JD0886* NAD 83(1986)-  38 45 50.     (N)    093 03 34.     (W)     SCALED    
 JD0886* NAVD 88     -       245.953  (meters)     806.93   (feet)  ADJUSTED  
 JD0886  ___________________________________________________________________
 JD0886  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0886  DYNAMIC HT  -         245.790 (meters)     806.40  (feet)  COMP
 JD0886  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 JD0886
 JD0886  VERT ORDER  -  SECOND    CLASS 0
 JD0886
 JD0886.The horizontal coordinates were scaled from a topographic map and have
 JD0886.an estimated accuracy of +/- 6 seconds.
 JD0886
 JD0886.The orthometric height was determined by differential leveling
 JD0886.and adjusted by the National Geodetic Survey in June 1991..
 JD0886
 JD0886.The geoid height was determined by GEOID03.
 JD0886
 JD0886.The dynamic height is computed by dividing the NAVD 88
 JD0886.geopotential number by the normal gravity value computed on the
 JD0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0886.degrees latitude (g = 980.6199 gals.).
 JD0886
 JD0886.The modeled gravity was interpolated from observed gravity values.
 JD0886
 JD0886;                    North         East    Units  Estimated Accuracy
 JD0886;SPC MO C     -   325,370.      451,380.      MT  (+/- 180 meters Scaled)
 JD0886
 JD0886                          SUPERSEDED SURVEY CONTROL
 JD0886
 JD0886  NGVD 29 (??/??/92)  245.863  (m)          806.64   (f) ADJ UNCH    2 0
 JD0886
 JD0886.Superseded values are not recommended for survey control.
 JD0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0886.See file dsdata.txt to determine how the superseded data were derived.
 JD0886
 JD0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC948905(NAD 83)
 JD0886_MARKER: DB = BENCH MARK DISK
 JD0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0886_STAMPING: L 189 1946
 JD0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0886+STABILITY: SURFACE MOTION
 JD0886
 JD0886  HISTORY     - Date     Condition        Report By
 JD0886  HISTORY     - 1946     MONUMENTED       CGS
 JD0886  HISTORY     - 1963     GOOD             NGS
 JD0886
 JD0886                          STATION DESCRIPTION
 JD0886
 JD0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0886'1.3 MI W FROM CLIFTON CITY.
 JD0886'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0886'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0886'1.1 MILES WEST ALONG STATE HIGHWAY 135, 100 YARDS WEST OF A
 JD0886'CURVE IN THE HIGHWAY, 2898 FEET SOUTH OF THE CENTERLINE OF THE
 JD0886'HIGHWAY, 14.6 FEET EAST OF A TELEPHONE POLE, 13.3 FEET EAST
 JD0886'OF THE EAST END OF A WOODEN GATE, 1.0 FOOT NORTH OF A FENCE,
 JD0886'1.2 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 JD0886'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0886'0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0134 ***********************************************************************
 LF0134  DESIGNATION -  L 19
 LF0134  PID         -  LF0134
 LF0134  STATE/COUNTY-  MO/NODAWAY
 LF0134  USGS QUAD   -  STANBERRY (1985)
 LF0134
 LF0134                         *CURRENT SURVEY CONTROL
 LF0134  ___________________________________________________________________
 LF0134* NAD 83(1986)-  40 14 07.     (N)    094 36 46.     (W)     SCALED    
 LF0134* NAVD 88     -       280.706  (meters)     920.95   (feet)  ADJUSTED  
 LF0134  ___________________________________________________________________
 LF0134  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LF0134  DYNAMIC HT  -         280.553 (meters)     920.45  (feet)  COMP
 LF0134  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 LF0134
 LF0134  VERT ORDER  -  FIRST     CLASS II
 LF0134
 LF0134.The horizontal coordinates were scaled from a topographic map and have
 LF0134.an estimated accuracy of +/- 6 seconds.
 LF0134
 LF0134.The orthometric height was determined by differential leveling
 LF0134.and adjusted by the National Geodetic Survey in June 1991..
 LF0134
 LF0134.The geoid height was determined by GEOID03.
 LF0134
 LF0134.The dynamic height is computed by dividing the NAVD 88
 LF0134.geopotential number by the normal gravity value computed on the
 LF0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0134.degrees latitude (g = 980.6199 gals.).
 LF0134
 LF0134.The modeled gravity was interpolated from observed gravity values.
 LF0134
 LF0134;                    North         East    Units  Estimated Accuracy
 LF0134;SPC MO W     -   451,600.      840,400.      MT  (+/- 180 meters Scaled)
 LF0134
 LF0134                          SUPERSEDED SURVEY CONTROL
 LF0134
 LF0134  NGVD 29 (??/??/92)  280.627  (m)          920.69   (f) ADJ UNCH    1 2
 LF0134
 LF0134.Superseded values are not recommended for survey control.
 LF0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0134.See file dsdata.txt to determine how the superseded data were derived.
 LF0134
 LF0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE628551(NAD 83)
 LF0134_MARKER: DB = BENCH MARK DISK
 LF0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0134_STAMPING: L 19 1933
 LF0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0134+STABILITY: SURFACE MOTION
 LF0134
 LF0134  HISTORY     - Date     Condition        Report By
 LF0134  HISTORY     - 1933     MONUMENTED       CGS
 LF0134  HISTORY     - 1960     GOOD             NGS
 LF0134  HISTORY     - 1982     MARK NOT FOUND   USGS
 LF0134
 LF0134                          STATION DESCRIPTION
 LF0134
 LF0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0134'4.2 MI NW FROM STANBERRY.
 LF0134'IN NODAWAY COUNTY, 4-1/4 MILES NORTHWEST ALONG THE WABASH
 LF0134'RAILWAY FROM STANBERRY, GENTRY COUNTY, 23 POLES NORTHWEST OF
 LF0134'MILEPOST 298, 0.6 MILE SOUTHEAST OF THE CROSSING OF STATE
 LF0134'HIGHWAY 4, 65 FEET SOUTH OF A ROAD CROSSING, AND 35 FEET WEST OF
 LF0134'THE TRACK, A WITNESS POST 1 FOOT NORTH OF THE STATION.  A
 LF0134'STANDARD DISK, STAMPED L 19 1933 AND SET IN THE TOP OF A CONCRETE
 LF0134'POST.
 LF0134
 LF0134                          STATION RECOVERY (1982)
 LF0134
 LF0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LF0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0160 ***********************************************************************
 HD0160  DESIGNATION -  L 191
 HD0160  PID         -  HD0160
 HD0160  STATE/COUNTY-  MO/PULASKI
 HD0160  USGS QUAD   -  DIXON (1982)
 HD0160
 HD0160                         *CURRENT SURVEY CONTROL
 HD0160  ___________________________________________________________________
 HD0160* NAD 83(1986)-  37 59 29.     (N)    092 05 39.     (W)     SCALED    
 HD0160* NAVD 88     -       355.929  (meters)    1167.74   (feet)  ADJUSTED  
 HD0160  ___________________________________________________________________
 HD0160  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HD0160  DYNAMIC HT  -         355.669 (meters)    1166.89  (feet)  COMP
 HD0160  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 HD0160
 HD0160  VERT ORDER  -  SECOND    CLASS 0
 HD0160
 HD0160.The horizontal coordinates were scaled from a topographic map and have
 HD0160.an estimated accuracy of +/- 6 seconds.
 HD0160
 HD0160.The orthometric height was determined by differential leveling
 HD0160.and adjusted by the National Geodetic Survey in June 1991..
 HD0160
 HD0160.The geoid height was determined by GEOID03.
 HD0160
 HD0160.The dynamic height is computed by dividing the NAVD 88
 HD0160.geopotential number by the normal gravity value computed on the
 HD0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0160.degrees latitude (g = 980.6199 gals.).
 HD0160
 HD0160.The modeled gravity was interpolated from observed gravity values.
 HD0160
 HD0160;                    North         East    Units  Estimated Accuracy
 HD0160;SPC MO C     -   239,550.      535,650.      MT  (+/- 180 meters Scaled)
 HD0160
 HD0160                          SUPERSEDED SURVEY CONTROL
 HD0160
 HD0160  NGVD 29 (??/??/92)  355.832  (m)         1167.43   (f) ADJ UNCH    2 0
 HD0160
 HD0160.Superseded values are not recommended for survey control.
 HD0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0160.See file dsdata.txt to determine how the superseded data were derived.
 HD0160
 HD0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC795052(NAD 83)
 HD0160_MARKER: DB = BENCH MARK DISK
 HD0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0160_SP_SET: CULVERT
 HD0160_STAMPING: L 191 1945
 HD0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0160
 HD0160  HISTORY     - Date     Condition        Report By
 HD0160  HISTORY     - 1945     MONUMENTED       CGS
 HD0160  HISTORY     - 1946     GOOD             NGS
 HD0160
 HD0160                          STATION DESCRIPTION
 HD0160
 HD0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0160'AT DIXON.
 HD0160'AT DIXON, AND ALONG MISSOURI STATE HIGHWAY NO. 28, ABOUT 56
 HD0160'YARDS NORTH OF THE UNDERPASS OF THE ST. LOUIS AND SAN FRANCISCO
 HD0160'RAILROAD, 18 FEET EAST OF AND ABOUT 1 FOOT LOWER THAN THE
 HD0160'CENTER LINE OF THE HIGHWAY.  A BRONZE BENCH MARK DISC SET IN THE
 HD0160'TOP OF THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0186 ***********************************************************************
 HD0186  DESIGNATION -  L 192
 HD0186  PID         -  HD0186
 HD0186  STATE/COUNTY-  MO/PULASKI
 HD0186  USGS QUAD   -  WAYNESVILLE (1985)
 HD0186
 HD0186                         *CURRENT SURVEY CONTROL
 HD0186  ___________________________________________________________________
 HD0186* NAD 83(1986)-  37 50 48.     (N)    092 12 07.     (W)     SCALED    
 HD0186* NAVD 88     -       234.507  (meters)     769.38   (feet)  ADJUSTED  
 HD0186  ___________________________________________________________________
 HD0186  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HD0186  DYNAMIC HT  -         234.332 (meters)     768.80  (feet)  COMP
 HD0186  MODELED GRAV-     979,879.7   (mgal)                       NAVD 88
 HD0186
 HD0186  VERT ORDER  -  SECOND    CLASS 0
 HD0186
 HD0186.The horizontal coordinates were scaled from a topographic map and have
 HD0186.an estimated accuracy of +/- 6 seconds.
 HD0186
 HD0186.The orthometric height was determined by differential leveling
 HD0186.and adjusted by the National Geodetic Survey in June 1991..
 HD0186
 HD0186.The geoid height was determined by GEOID03.
 HD0186
 HD0186.The dynamic height is computed by dividing the NAVD 88
 HD0186.geopotential number by the normal gravity value computed on the
 HD0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0186.degrees latitude (g = 980.6199 gals.).
 HD0186
 HD0186.The modeled gravity was interpolated from observed gravity values.
 HD0186
 HD0186;                    North         East    Units  Estimated Accuracy
 HD0186;SPC MO C     -   223,460.      526,230.      MT  (+/- 180 meters Scaled)
 HD0186
 HD0186                          SUPERSEDED SURVEY CONTROL
 HD0186
 HD0186  NGVD 29 (??/??/92)  234.407  (m)          769.05   (f) ADJ UNCH    2 0
 HD0186
 HD0186.Superseded values are not recommended for survey control.
 HD0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0186.See file dsdata.txt to determine how the superseded data were derived.
 HD0186
 HD0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB702891(NAD 83)
 HD0186_MARKER: DB = BENCH MARK DISK
 HD0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0186_SP_SET: CULVERT
 HD0186_STAMPING: L 192 1945
 HD0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0186
 HD0186  HISTORY     - Date     Condition        Report By
 HD0186  HISTORY     - 1945     MONUMENTED       CGS
 HD0186  HISTORY     - 1946     GOOD             NGS
 HD0186
 HD0186                          STATION DESCRIPTION
 HD0186
 HD0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0186'1.6 MI NW FROM WAYNESVILLE.
 HD0186'ABOUT 1.6 MILES NORTHWEST ALONG MISSOURI STATE HIGHWAY NO. 17
 HD0186'FROM THE COURTHOUSE AT WAYNESVILLE, ABOUT 25 YARDS NORTHWEST
 HD0186'OF THE NORTHWEST END OF A ROCK CLIFF, 31 FEET NORTHEAST OF
 HD0186'AND ABOUT 5 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY.
 HD0186'A BRONZE BENCH MARK DISC SET IN THE TOP OF THE NORTHWEST END
 HD0186'OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0119 ***********************************************************************
 HD0119  DESIGNATION -  L 193
 HD0119  PID         -  HD0119
 HD0119  STATE/COUNTY-  MO/PULASKI
 HD0119  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0119
 HD0119                         *CURRENT SURVEY CONTROL
 HD0119  ___________________________________________________________________
 HD0119* NAD 83(1986)-  37 51 20.     (N)    092 17 36.     (W)     SCALED    
 HD0119* NAVD 88     -       308.819  (meters)    1013.18   (feet)  ADJUSTED  
 HD0119  ___________________________________________________________________
 HD0119  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HD0119  DYNAMIC HT  -         308.587 (meters)    1012.42  (feet)  COMP
 HD0119  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 HD0119
 HD0119  VERT ORDER  -  SECOND    CLASS 0
 HD0119
 HD0119.The horizontal coordinates were scaled from a topographic map and have
 HD0119.an estimated accuracy of +/- 6 seconds.
 HD0119
 HD0119.The orthometric height was determined by differential leveling
 HD0119.and adjusted by the National Geodetic Survey in June 1991..
 HD0119
 HD0119.The geoid height was determined by GEOID03.
 HD0119
 HD0119.The dynamic height is computed by dividing the NAVD 88
 HD0119.geopotential number by the normal gravity value computed on the
 HD0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0119.degrees latitude (g = 980.6199 gals.).
 HD0119
 HD0119.The modeled gravity was interpolated from observed gravity values.
 HD0119
 HD0119;                    North         East    Units  Estimated Accuracy
 HD0119;SPC MO C     -   224,420.      518,190.      MT  (+/- 180 meters Scaled)
 HD0119
 HD0119                          SUPERSEDED SURVEY CONTROL
 HD0119
 HD0119  NGVD 29 (??/??/92)  308.716  (m)         1012.85   (f) ADJ UNCH    2 0
 HD0119
 HD0119.Superseded values are not recommended for survey control.
 HD0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0119.See file dsdata.txt to determine how the superseded data were derived.
 HD0119
 HD0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB621900(NAD 83)
 HD0119_MARKER: DB = BENCH MARK DISK
 HD0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0119_STAMPING: L 193 1945
 HD0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0119+STABILITY: SURFACE MOTION
 HD0119
 HD0119  HISTORY     - Date     Condition        Report By
 HD0119  HISTORY     - 1945     MONUMENTED       CGS
 HD0119  HISTORY     - 1946     GOOD             NGS
 HD0119
 HD0119                          STATION DESCRIPTION
 HD0119
 HD0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0119'7.2 MI SE FROM SWEDEBORG.
 HD0119'ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ST LOUIS AND
 HD0119'SAN FRANCISCO RAILROAD STATION AT SWEDEBORG, THENCE 0.9 MILE
 HD0119'SOUTHEAST ALONG A GRAVEL ROAD, THENCE 1.6 MILES SOUTH ALONG A
 HD0119'GRAVEL ROAD, THENCE 3.5 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 HD0119'THENCE 1.0 MILE SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 1.0 MILE
 HD0119'SOUTHWEST OF THE SHADY GROVE SCHOOL, ABOUT 0.1 MILE WEST OF A
 HD0119'LOG FARM HOUSE, 14 FEET NORTH OF AND ABOUT LEVEL WITH THE
 HD0119'CENTER LINE OF THE ROAD, 9 FEET EAST OF A 24 INCH STUMP USED AS A
 HD0119'GATE POST, 2 FEET WEST OF A 4 IN X 4 IN MARKER POST, 1 FOOT
 HD0119'SOUTH OF THE RIGHT-OF-WAY FENCE.  PROJECTS 4 INCHES ABOVE THE
 HD0119'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0087 ***********************************************************************
 HD0087  DESIGNATION -  L 194
 HD0087  PID         -  HD0087
 HD0087  STATE/COUNTY-  MO/PULASKI
 HD0087  USGS QUAD   -  RICHLAND (1976)
 HD0087
 HD0087                         *CURRENT SURVEY CONTROL
 HD0087  ___________________________________________________________________
 HD0087* NAD 83(1986)-  37 45 41.     (N)    092 24 19.     (W)     SCALED    
 HD0087* NAVD 88     -       300.660  (meters)     986.42   (feet)  ADJUSTED  
 HD0087  ___________________________________________________________________
 HD0087  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HD0087  DYNAMIC HT  -         300.433 (meters)     985.67  (feet)  COMP
 HD0087  MODELED GRAV-     979,867.1   (mgal)                       NAVD 88
 HD0087
 HD0087  VERT ORDER  -  SECOND    CLASS 0
 HD0087
 HD0087.The horizontal coordinates were scaled from a topographic map and have
 HD0087.an estimated accuracy of +/- 6 seconds.
 HD0087
 HD0087.The orthometric height was determined by differential leveling
 HD0087.and adjusted by the National Geodetic Survey in June 1991..
 HD0087
 HD0087.The geoid height was determined by GEOID03.
 HD0087
 HD0087.The dynamic height is computed by dividing the NAVD 88
 HD0087.geopotential number by the normal gravity value computed on the
 HD0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0087.degrees latitude (g = 980.6199 gals.).
 HD0087
 HD0087.The modeled gravity was interpolated from observed gravity values.
 HD0087
 HD0087;                    North         East    Units  Estimated Accuracy
 HD0087;SPC MO C     -   213,950.      508,350.      MT  (+/- 180 meters Scaled)
 HD0087
 HD0087                          SUPERSEDED SURVEY CONTROL
 HD0087
 HD0087  NGVD 29 (??/??/92)  300.554  (m)          986.07   (f) ADJ UNCH    2 0
 HD0087
 HD0087.Superseded values are not recommended for survey control.
 HD0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0087.See file dsdata.txt to determine how the superseded data were derived.
 HD0087
 HD0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB523795(NAD 83)
 HD0087_MARKER: DB = BENCH MARK DISK
 HD0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0087_STAMPING: L 194 1945
 HD0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0087+STABILITY: SURFACE MOTION
 HD0087
 HD0087  HISTORY     - Date     Condition        Report By
 HD0087  HISTORY     - 1945     MONUMENTED       CGS
 HD0087  HISTORY     - 1946     GOOD             NGS
 HD0087
 HD0087                          STATION DESCRIPTION
 HD0087
 HD0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0087'7.6 MI S FROM RICHLAND.
 HD0087'ABOUT 5.7 MILES SOUTH ALONG STATE HIGHWAY NO. 133 FROM THE
 HD0087'CROSSING OF THE HIGHWAY AND ST. LOUIS AND SAN FRANCISCO RAILROAD
 HD0087'AT RICHLAND, THENCE 1.9 MILES SOUTHEAST ALONG A GRAVEL ROAD, AND
 HD0087'ABOUT 0.4 MILES SOUTH OF THE INTERSECTION WITH U.S. HIGHWAY NO.
 HD0087'66, 101 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARM HOUSE,
 HD0087'55 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE, 23 FEET
 HD0087'WEST OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF THE
 HD0087'GRAVEL ROAD, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, 2 FEET
 HD0087'SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE
 HD0087'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0116 ***********************************************************************
 KD0116  DESIGNATION -  L 195
 KD0116  PID         -  KD0116
 KD0116  STATE/COUNTY-  MO/RANDOLPH
 KD0116  USGS QUAD   -  CLIFTON HILL (1979)
 KD0116
 KD0116                         *CURRENT SURVEY CONTROL
 KD0116  ___________________________________________________________________
 KD0116* NAD 83(1986)-  39 27 14.     (N)    092 39 53.     (W)     SCALED    
 KD0116* NAVD 88     -       211.531  (meters)     694.00   (feet)  ADJUSTED  
 KD0116  ___________________________________________________________________
 KD0116  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KD0116  DYNAMIC HT  -         211.410 (meters)     693.60  (feet)  COMP
 KD0116  MODELED GRAV-     980,049.3   (mgal)                       NAVD 88
 KD0116
 KD0116  VERT ORDER  -  SECOND    CLASS 0
 KD0116
 KD0116.The horizontal coordinates were scaled from a topographic map and have
 KD0116.an estimated accuracy of +/- 6 seconds.
 KD0116
 KD0116.The orthometric height was determined by differential leveling
 KD0116.and adjusted by the National Geodetic Survey in June 1991..
 KD0116
 KD0116.The geoid height was determined by GEOID03.
 KD0116
 KD0116.The dynamic height is computed by dividing the NAVD 88
 KD0116.geopotential number by the normal gravity value computed on the
 KD0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0116.degrees latitude (g = 980.6199 gals.).
 KD0116
 KD0116.The modeled gravity was interpolated from observed gravity values.
 KD0116
 KD0116;                    North         East    Units  Estimated Accuracy
 KD0116;SPC MO C     -   401,830.      485,820.      MT  (+/- 180 meters Scaled)
 KD0116
 KD0116                          SUPERSEDED SURVEY CONTROL
 KD0116
 KD0116  NGVD 29 (??/??/92)  211.520  (m)          693.96   (f) ADJ UNCH    2 0
 KD0116
 KD0116.Superseded values are not recommended for survey control.
 KD0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0116.See file dsdata.txt to determine how the superseded data were derived.
 KD0116
 KD0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD288672(NAD 83)
 KD0116_MARKER: DB = BENCH MARK DISK
 KD0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0116_STAMPING: L 195 1945
 KD0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0116+STABILITY: SURFACE MOTION
 KD0116
 KD0116  HISTORY     - Date     Condition        Report By
 KD0116  HISTORY     - 1945     MONUMENTED       CGS
 KD0116  HISTORY     - 1977     GOOD             SCS
 KD0116  HISTORY     - 1985     MARK NOT FOUND   NGS
 KD0116
 KD0116                          STATION DESCRIPTION
 KD0116
 KD0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KD0116'1.1 MI N FROM CLIFTON HILL.
 KD0116'1.1 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE WABASH RAILROAD
 KD0116'STATION AT CLIFTON HILL TO THE SITE OF THE MARK, 36 FEET NORTH
 KD0116'OF THE CENTER LINE OF A ROAD LEADING WEST, 30 FEET EAST OF THE CENTER
 KD0116'LINE OF THE HIGHWAY, 1 FOOT WEST OF A WIRE FENCE, 2 FEET SOUTH OF
 KD0116'A 4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 KD0116'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 KD0116
 KD0116                          STATION RECOVERY (1977)
 KD0116
 KD0116'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1977
 KD0116'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 KD0116
 KD0116                          STATION RECOVERY (1985)
 KD0116
 KD0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KD0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0117 ***********************************************************************
 KD0117  DESIGNATION -  L 195 RESET
 KD0117  PID         -  KD0117
 KD0117  STATE/COUNTY-  MO/RANDOLPH
 KD0117  USGS QUAD   -  CLIFTON HILL (1979)
 KD0117
 KD0117                         *CURRENT SURVEY CONTROL
 KD0117  ___________________________________________________________________
 KD0117* NAD 83(1986)-  39 27 14.     (N)    092 39 53.     (W)     SCALED    
 KD0117* NAVD 88     -       211.34   (meters)     693.4    (feet)  RESET     
 KD0117  ___________________________________________________________________
 KD0117  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KD0117
 KD0117  VERT ORDER  -  THIRD
 KD0117
 KD0117.The horizontal coordinates were scaled from a topographic map and have
 KD0117.an estimated accuracy of +/- 6 seconds.
 KD0117
 KD0117.The orthometric height was computed from unverified reset data.
 KD0117
 KD0117.The geoid height was determined by GEOID03.
 KD0117
 KD0117;                    North         East    Units  Estimated Accuracy
 KD0117;SPC MO C     -   401,830.      485,820.      MT  (+/- 180 meters Scaled)
 KD0117
 KD0117                          SUPERSEDED SURVEY CONTROL
 KD0117
 KD0117.No superseded survey control is available for this station.
 KD0117
 KD0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD288672(NAD 83)
 KD0117_MARKER: DD = SURVEY DISK
 KD0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0117_STAMPING: L 195 1945 RESET 1963
 KD0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0117+STABILITY: SURFACE MOTION
 KD0117
 KD0117  HISTORY     - Date     Condition        Report By
 KD0117  HISTORY     - 1963     MONUMENTED       LOCENG
 KD0117  HISTORY     - 1964     GOOD             NGS
 KD0117  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0117  HISTORY     - 1990     GOOD             USPSQD
 KD0117
 KD0117                          STATION DESCRIPTION
 KD0117
 KD0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KD0117'1.1 MI N FROM CLIFTON HILL.
 KD0117'ABOUT 1.1 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE WABASH RAILROAD
 KD0117'STATION AT CLIFTON HILL TO THE SITE OF THE MARK.  36 FEET NORTH
 KD0117'OF THE CENTER LINE OF ROAD LEADING WEST, 54 FEET EAST OF THE
 KD0117'CENTERLINE OF THE HIGHWAY 3, 236 FEET SOUTH OF A 6 FT X 4 FT
 KD0117'CONCRETE CULVERT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KD0117'6 INCHES ABOVE THE GROUND.
 KD0117
 KD0117                          STATION RECOVERY (1967)
 KD0117
 KD0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0117'MARK NOT FOUND.
 KD0117
 KD0117                          STATION RECOVERY (1990)
 KD0117
 KD0117'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0154 ***********************************************************************
 JD0154  DESIGNATION -  L 196
 JD0154  PID         -  JD0154
 JD0154  STATE/COUNTY-  MO/COLE
 JD0154  USGS QUAD   -  OSAGE CITY (1981)
 JD0154
 JD0154                         *CURRENT SURVEY CONTROL
 JD0154  ___________________________________________________________________
 JD0154* NAD 83(1986)-  38 33 34.     (N)    092 06 34.     (W)     SCALED    
 JD0154* NAVD 88     -       175.858  (meters)     576.96   (feet)  ADJUSTED  
 JD0154  ___________________________________________________________________
 JD0154  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JD0154  DYNAMIC HT  -         175.740 (meters)     576.57  (feet)  COMP
 JD0154  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 JD0154
 JD0154  VERT ORDER  -  FIRST     CLASS II
 JD0154
 JD0154.The horizontal coordinates were scaled from a topographic map and have
 JD0154.an estimated accuracy of +/- 6 seconds.
 JD0154
 JD0154.The orthometric height was determined by differential leveling
 JD0154.and adjusted by the National Geodetic Survey in June 1991..
 JD0154
 JD0154.The geoid height was determined by GEOID03.
 JD0154
 JD0154.The dynamic height is computed by dividing the NAVD 88
 JD0154.geopotential number by the normal gravity value computed on the
 JD0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0154.degrees latitude (g = 980.6199 gals.).
 JD0154
 JD0154.The modeled gravity was interpolated from observed gravity values.
 JD0154
 JD0154;                    North         East    Units  Estimated Accuracy
 JD0154;SPC MO C     -   302,600.      534,040.      MT  (+/- 180 meters Scaled)
 JD0154
 JD0154                          SUPERSEDED SURVEY CONTROL
 JD0154
 JD0154  NGVD 29 (??/??/92)  175.828  (m)          576.86   (f) ADJ UNCH    1 2
 JD0154
 JD0154.Superseded values are not recommended for survey control.
 JD0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0154.See file dsdata.txt to determine how the superseded data were derived.
 JD0154
 JD0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC775682(NAD 83)
 JD0154_MARKER: DB = BENCH MARK DISK
 JD0154_SETTING: 66 = SET IN ROCK OUTCROP
 JD0154_SP_SET: ROCK BLUFF
 JD0154_STAMPING: L 196 1945
 JD0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0154+STABILITY: POSITION/ELEVATION WELL
 JD0154
 JD0154  HISTORY     - Date     Condition        Report By
 JD0154  HISTORY     - 1945     MONUMENTED       CGS
 JD0154  HISTORY     - 1946     GOOD             NGS
 JD0154  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0154
 JD0154                          STATION DESCRIPTION
 JD0154
 JD0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0154'3.3 MI E FROM JEFFERSON CITY.
 JD0154'ABOUT 3.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0154'STATION AT JEFFERSON CITY, 111.0 FEET SOUTHWEST OF AND ACROSS
 JD0154'THE TRACKS FROM MILE POST 122, 22.5 FEET SOUTH OF AND ABOUT 5.0
 JD0154'FEET HIGHER THAN THE CENTER LINE OF THE SOUTH TRACK, 1.5 FEET
 JD0154'SOUTHWEST OF A TELEPHONE POLE.  A BRONZE DISK SET VERTICALLY IN
 JD0154'A ROCK BLUFF.
 JD0154
 JD0154                          STATION RECOVERY (1986)
 JD0154
 JD0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1905 ***********************************************************************
 JD1905  DESIGNATION -  L 199
 JD1905  PID         -  JD1905
 JD1905  STATE/COUNTY-  MO/JOHNSON
 JD1905  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1905
 JD1905                         *CURRENT SURVEY CONTROL
 JD1905  ___________________________________________________________________
 JD1905* NAD 83(1986)-  38 52 11.     (N)    093 43 13.     (W)     SCALED    
 JD1905* NAVD 88     -       257.562  (meters)     845.02   (feet)  ADJUSTED  
 JD1905  ___________________________________________________________________
 JD1905  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1905  DYNAMIC HT  -         257.391 (meters)     844.46  (feet)  COMP
 JD1905  MODELED GRAV-     979,961.2   (mgal)                       NAVD 88
 JD1905
 JD1905  VERT ORDER  -  SECOND    CLASS 0
 JD1905
 JD1905.The horizontal coordinates were scaled from a topographic map and have
 JD1905.an estimated accuracy of +/- 6 seconds.
 JD1905
 JD1905.The orthometric height was determined by differential leveling
 JD1905.and adjusted by the National Geodetic Survey in June 1991..
 JD1905.WARNING-Repeat measurements at this control monument indicate possible
 JD1905.vertical movement.
 JD1905
 JD1905.The geoid height was determined by GEOID03.
 JD1905
 JD1905.The dynamic height is computed by dividing the NAVD 88
 JD1905.geopotential number by the normal gravity value computed on the
 JD1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1905.degrees latitude (g = 980.6199 gals.).
 JD1905
 JD1905.The modeled gravity was interpolated from observed gravity values.
 JD1905
 JD1905;                    North         East    Units  Estimated Accuracy
 JD1905;SPC MO W     -   300,280.      917,670.      MT  (+/- 180 meters Scaled)
 JD1905
 JD1905                          SUPERSEDED SURVEY CONTROL
 JD1905
 JD1905  NGVD 29 (??/??/92)  257.472  (m)          844.72   (f) ADJ UNCH    2 0
 JD1905
 JD1905.Superseded values are not recommended for survey control.
 JD1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1905.See file dsdata.txt to determine how the superseded data were derived.
 JD1905
 JD1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD375025(NAD 83)
 JD1905_MARKER: DB = BENCH MARK DISK
 JD1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1905_STAMPING: L 199 1945
 JD1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1905+STABILITY: SURFACE MOTION
 JD1905
 JD1905  HISTORY     - Date     Condition        Report By
 JD1905  HISTORY     - 1945     MONUMENTED       CGS
 JD1905  HISTORY     - 1946     GOOD             NGS
 JD1905  HISTORY     - 1963     GOOD             NGS
 JD1905
 JD1905                          STATION DESCRIPTION
 JD1905
 JD1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1905'6.6 MI W FROM VALLEY CITY.
 JD1905'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE OTTO BALDWIN
 JD1905'STORE AT VALLEY CITY, THENCE 6.3 MILES WEST ALONG JOHNSON COUNTY
 JD1905'HIGHWAY E, AND AT THE INTERSECTION WITH A NORTH-SOUTH DIRT ROAD,
 JD1905'34 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 JD1905'HIGHWAY, 24 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 JD1905'2 FEET NORTH OF THE RIGHT OF WAY FENCE, 2 FEET EAST OF A 4 X 4
 JD1905'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 JD1905'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 JD1905
 JD1905                          STATION RECOVERY (1963)
 JD1905
 JD1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0135 ***********************************************************************
 JE0135  DESIGNATION -  L 2 B 1
 JE0135  PID         -  JE0135
 JE0135  STATE/COUNTY-  MO/CASS
 JE0135  USGS QUAD   -  GARDEN CITY (1954)
 JE0135
 JE0135                         *CURRENT SURVEY CONTROL
 JE0135  ___________________________________________________________________
 JE0135* NAD 83(1986)-  38 35 04.     (N)    094 13 10.     (W)     SCALED    
 JE0135* NAVD 88     -       271.737  (meters)     891.52   (feet)  ADJUSTED  
 JE0135  ___________________________________________________________________
 JE0135  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0135  DYNAMIC HT  -         271.551 (meters)     890.91  (feet)  COMP
 JE0135  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 JE0135
 JE0135  VERT ORDER  -  SECOND    CLASS 0
 JE0135
 JE0135.The horizontal coordinates were scaled from a topographic map and have
 JE0135.an estimated accuracy of +/- 6 seconds.
 JE0135
 JE0135.The orthometric height was determined by differential leveling
 JE0135.and adjusted by the National Geodetic Survey in June 1991..
 JE0135
 JE0135.The geoid height was determined by GEOID03.
 JE0135
 JE0135.The dynamic height is computed by dividing the NAVD 88
 JE0135.geopotential number by the normal gravity value computed on the
 JE0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0135.degrees latitude (g = 980.6199 gals.).
 JE0135
 JE0135.The modeled gravity was interpolated from observed gravity values.
 JE0135
 JE0135;                    North         East    Units  Estimated Accuracy
 JE0135;SPC MO W     -   268,360.      874,440.      MT  (+/- 180 meters Scaled)
 JE0135
 JE0135                          SUPERSEDED SURVEY CONTROL
 JE0135
 JE0135  NGVD 29 (??/??/92)  271.60   (m)          891.1    (f) COMPUTED    2 0
 JE0135
 JE0135.Superseded values are not recommended for survey control.
 JE0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0135.See file dsdata.txt to determine how the superseded data were derived.
 JE0135
 JE0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC937713(NAD 83)
 JE0135_MARKER: DZ = AZIMUTH MARK DISK
 JE0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0135+STABILITY: SURFACE MOTION
 JE0135
 JE0135  HISTORY     - Date     Condition        Report By
 JE0135  HISTORY     - UNK      MONUMENTED       DOD
 JE0135  HISTORY     - 1963     GOOD             NGS
 JE0135
 JE0135                          STATION DESCRIPTION
 JE0135
 JE0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0135'2.4 MI NW FROM GARDEN CITY.
 JE0135'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0135'SCHOOL AT GARDEN CITY, THENCE 1.95 MILES NORTHWEST ALONG STATE
 JE0135'HIGHWAY 7 TO THE EAST EDGE OF THE SINCLAIR POWER STATION, THENCE
 JE0135'0.25 MILE SOUTH ACROSS COUNTRY TO AN EAST-WEST FENCE, 10 FEET
 JE0135'NORTH OF THE FENCE AND THE TOP SURFACE OVER THE CENTER HOLE
 JE0135'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 JE0135'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0136 ***********************************************************************
 JE0136  DESIGNATION -  L 2 B 2
 JE0136  PID         -  JE0136
 JE0136  STATE/COUNTY-  MO/CASS
 JE0136  USGS QUAD   -  GARDEN CITY (1954)
 JE0136
 JE0136                         *CURRENT SURVEY CONTROL
 JE0136  ___________________________________________________________________
 JE0136* NAD 83(1986)-  38 34 50.     (N)    094 13 27.     (W)     SCALED    
 JE0136* NAVD 88     -       273.247  (meters)     896.48   (feet)  ADJUSTED  
 JE0136  ___________________________________________________________________
 JE0136  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0136  DYNAMIC HT  -         273.060 (meters)     895.86  (feet)  COMP
 JE0136  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 JE0136
 JE0136  VERT ORDER  -  SECOND    CLASS 0
 JE0136
 JE0136.The horizontal coordinates were scaled from a topographic map and have
 JE0136.an estimated accuracy of +/- 6 seconds.
 JE0136
 JE0136.The orthometric height was determined by differential leveling
 JE0136.and adjusted by the National Geodetic Survey in June 1991..
 JE0136
 JE0136.The geoid height was determined by GEOID03.
 JE0136
 JE0136.The dynamic height is computed by dividing the NAVD 88
 JE0136.geopotential number by the normal gravity value computed on the
 JE0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0136.degrees latitude (g = 980.6199 gals.).
 JE0136
 JE0136.The modeled gravity was interpolated from observed gravity values.
 JE0136
 JE0136;                    North         East    Units  Estimated Accuracy
 JE0136;SPC MO W     -   267,930.      874,030.      MT  (+/- 180 meters Scaled)
 JE0136
 JE0136                          SUPERSEDED SURVEY CONTROL
 JE0136
 JE0136  NGVD 29 (??/??/92)  273.11   (m)          896.0    (f) COMPUTED    2 0
 JE0136
 JE0136.Superseded values are not recommended for survey control.
 JE0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0136.See file dsdata.txt to determine how the superseded data were derived.
 JE0136
 JE0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC933709(NAD 83)
 JE0136_MARKER: DZ = AZIMUTH MARK DISK
 JE0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0136+STABILITY: SURFACE MOTION
 JE0136
 JE0136  HISTORY     - Date     Condition        Report By
 JE0136  HISTORY     - UNK      MONUMENTED       DOD
 JE0136  HISTORY     - 1963     GOOD             NGS
 JE0136
 JE0136                          STATION DESCRIPTION
 JE0136
 JE0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0136'2.2 MI NW FROM GARDEN CITY.
 JE0136'ABOUT 0.2 MILES NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0136'SCHOOL AT GARDEN CITY, THENCE 1.95 MILES NORTHWEST ALONG STATE
 JE0136'HIGHWAY 7 TO THE EAST EDGE OF THE SINCLAIR POWER STATION, THENCE
 JE0136'0.1 MILE NORTH ACROSS COUNTRY, 150 FEET EAST OF THE FENCE WHICH
 JE0136'IS AROUND THE POWER STATION, IN THE NORTHWEST EDGE OF A FIELD
 JE0136'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JE0136'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JE0136'CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0133 ***********************************************************************
 JE0133  DESIGNATION -  L 2 Z
 JE0133  PID         -  JE0133
 JE0133  STATE/COUNTY-  MO/CASS
 JE0133  USGS QUAD   -  GARDEN CITY (1954)
 JE0133
 JE0133                         *CURRENT SURVEY CONTROL
 JE0133  ___________________________________________________________________
 JE0133* NAD 83(1986)-  38 35 02.     (N)    094 13 26.     (W)     SCALED    
 JE0133* NAVD 88     -       271.249  (meters)     889.92   (feet)  ADJUSTED  
 JE0133  ___________________________________________________________________
 JE0133  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0133  DYNAMIC HT  -         271.063 (meters)     889.31  (feet)  COMP
 JE0133  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 JE0133
 JE0133  VERT ORDER  -  SECOND    CLASS 0
 JE0133
 JE0133.The horizontal coordinates were scaled from a topographic map and have
 JE0133.an estimated accuracy of +/- 6 seconds.
 JE0133
 JE0133.The orthometric height was determined by differential leveling
 JE0133.and adjusted by the National Geodetic Survey in June 1991..
 JE0133
 JE0133.The geoid height was determined by GEOID03.
 JE0133
 JE0133.The dynamic height is computed by dividing the NAVD 88
 JE0133.geopotential number by the normal gravity value computed on the
 JE0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0133.degrees latitude (g = 980.6199 gals.).
 JE0133
 JE0133.The modeled gravity was interpolated from observed gravity values.
 JE0133
 JE0133;                    North         East    Units  Estimated Accuracy
 JE0133;SPC MO W     -   268,300.      874,060.      MT  (+/- 180 meters Scaled)
 JE0133
 JE0133                          SUPERSEDED SURVEY CONTROL
 JE0133
 JE0133  NGVD 29 (??/??/92)  271.11   (m)          889.5    (f) COMPUTED    2 0
 JE0133
 JE0133.Superseded values are not recommended for survey control.
 JE0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0133.See file dsdata.txt to determine how the superseded data were derived.
 JE0133
 JE0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC934713(NAD 83)
 JE0133_MARKER: DS = TRIANGULATION STATION DISK
 JE0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0133_STAMPING: L 2 Z 1963
 JE0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0133+STABILITY: SURFACE MOTION
 JE0133
 JE0133  HISTORY     - Date     Condition        Report By
 JE0133  HISTORY     - 1963     MONUMENTED       CGS
 JE0133  HISTORY     - 1968     GOOD             NGS
 JE0133
 JE0133                          STATION DESCRIPTION
 JE0133
 JE0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0133'2.2 MI NW FROM GARDEN CITY.
 JE0133'ABOUT 0.2 MILES NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0133'SCHOOL AT GARDEN CITY, THENCE 2.0 MILES NORTHWEST ALONG STATE
 JE0133'HIGHWAY 7 TO THE NORTHWEST END OF THE DRIVE LEADING TO THE
 JE0133'SINCLAIR POWER STATION, 37 FEET NORTHWEST OF THE CENTER LINE
 JE0133'OF THE HIGHWAY, 88.9 FEET NORTH OF L 2 Z NO 1, 88.6 FEET
 JE0133'SOUTHWEST OF L 2 Z NO 2, 16 1/2 FEET WEST OF A FENCE CORNER,
 JE0133'6 FEET SOUTHEAST OF A FENCE, 4.4 FEET SOUTHEAST OF A METAL
 JE0133'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 JE0133'OF A CONCRETE POST FLUSH WITH THE GROUND.
 JE0133
 JE0133                          STATION RECOVERY (1968)
 JE0133
 JE0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JE0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0134 ***********************************************************************
 JE0134  DESIGNATION -  L 2 Z RM 1
 JE0134  PID         -  JE0134
 JE0134  STATE/COUNTY-  MO/CASS
 JE0134  USGS QUAD   -  GARDEN CITY (1954)
 JE0134
 JE0134                         *CURRENT SURVEY CONTROL
 JE0134  ___________________________________________________________________
 JE0134* NAD 83(1986)-  38 35 03.     (N)    094 13 27.     (W)     SCALED    
 JE0134* NAVD 88     -       271.361  (meters)     890.29   (feet)  ADJUSTED  
 JE0134  ___________________________________________________________________
 JE0134  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0134  DYNAMIC HT  -         271.175 (meters)     889.68  (feet)  COMP
 JE0134  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 JE0134
 JE0134  VERT ORDER  -  SECOND    CLASS 0
 JE0134
 JE0134.The horizontal coordinates were scaled from a topographic map and have
 JE0134.an estimated accuracy of +/- 6 seconds.
 JE0134
 JE0134.The orthometric height was determined by differential leveling
 JE0134.and adjusted by the National Geodetic Survey in June 1991..
 JE0134
 JE0134.The geoid height was determined by GEOID03.
 JE0134
 JE0134.The dynamic height is computed by dividing the NAVD 88
 JE0134.geopotential number by the normal gravity value computed on the
 JE0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0134.degrees latitude (g = 980.6199 gals.).
 JE0134
 JE0134.The modeled gravity was interpolated from observed gravity values.
 JE0134
 JE0134;                    North         East    Units  Estimated Accuracy
 JE0134;SPC MO W     -   268,330.      874,030.      MT  (+/- 180 meters Scaled)
 JE0134
 JE0134                          SUPERSEDED SURVEY CONTROL
 JE0134
 JE0134  NGVD 29 (??/??/92)  271.22   (m)          889.8    (f) COMPUTED    2 0
 JE0134
 JE0134.Superseded values are not recommended for survey control.
 JE0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0134.See file dsdata.txt to determine how the superseded data were derived.
 JE0134
 JE0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC933713(NAD 83)
 JE0134_MARKER: DR = REFERENCE MARK DISK
 JE0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0134_STAMPING: L 2 Z NO 1 1963
 JE0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0134+STABILITY: SURFACE MOTION
 JE0134
 JE0134  HISTORY     - Date     Condition        Report By
 JE0134  HISTORY     - 1963     MONUMENTED       CGS
 JE0134  HISTORY     - 1968     GOOD             NGS
 JE0134
 JE0134                          STATION DESCRIPTION
 JE0134
 JE0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0134'2.2 MI NW FROM GARDEN CITY.
 JE0134'ABOUT 0.2 MILES NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0134'SCHOOL AT GARDEN CITY, THENCE 2.0 MILES NORTHWEST ALONG STATE
 JE0134'HIGHWAY 7 TO THE NORTHWEST END OF THE DRIVE LEADING TO THE
 JE0134'SINCLAIR POWER STATION, 40 FEET SOUTH OF THE CENTER LINE OF THE
 JE0134'HIGHWAY, 91 FEET WEST OF A POWER POLE, 1 FOOT NORTH OF A FENCE,
 JE0134'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JE0134'POST PROJECTING 3 INCHES.
 JE0134
 JE0134                          STATION RECOVERY (1968)
 JE0134
 JE0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JE0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0132 ***********************************************************************
 JE0132  DESIGNATION -  L 2 Z RM 2
 JE0132  PID         -  JE0132
 JE0132  STATE/COUNTY-  MO/CASS
 JE0132  USGS QUAD   -  GARDEN CITY (1954)
 JE0132
 JE0132                         *CURRENT SURVEY CONTROL
 JE0132  ___________________________________________________________________
 JE0132* NAD 83(1986)-  38 35 03.     (N)    094 13 27.     (W)     SCALED    
 JE0132* NAVD 88     -       271.640  (meters)     891.21   (feet)  ADJUSTED  
 JE0132  ___________________________________________________________________
 JE0132  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0132  DYNAMIC HT  -         271.454 (meters)     890.60  (feet)  COMP
 JE0132  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 JE0132
 JE0132  VERT ORDER  -  SECOND    CLASS 0
 JE0132
 JE0132.The horizontal coordinates were scaled from a topographic map and have
 JE0132.an estimated accuracy of +/- 6 seconds.
 JE0132
 JE0132.The orthometric height was determined by differential leveling
 JE0132.and adjusted by the National Geodetic Survey in June 1991..
 JE0132
 JE0132.The geoid height was determined by GEOID03.
 JE0132
 JE0132.The dynamic height is computed by dividing the NAVD 88
 JE0132.geopotential number by the normal gravity value computed on the
 JE0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0132.degrees latitude (g = 980.6199 gals.).
 JE0132
 JE0132.The modeled gravity was interpolated from observed gravity values.
 JE0132
 JE0132;                    North         East    Units  Estimated Accuracy
 JE0132;SPC MO W     -   268,330.      874,030.      MT  (+/- 180 meters Scaled)
 JE0132
 JE0132                          SUPERSEDED SURVEY CONTROL
 JE0132
 JE0132  NGVD 29 (??/??/92)  271.50   (m)          890.7    (f) COMPUTED    2 0
 JE0132
 JE0132.Superseded values are not recommended for survey control.
 JE0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0132.See file dsdata.txt to determine how the superseded data were derived.
 JE0132
 JE0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC933713(NAD 83)
 JE0132_MARKER: DR = REFERENCE MARK DISK
 JE0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0132_STAMPING: L 2 Z NO 2 1963
 JE0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0132+STABILITY: SURFACE MOTION
 JE0132
 JE0132  HISTORY     - Date     Condition        Report By
 JE0132  HISTORY     - 1963     MONUMENTED       CGS
 JE0132  HISTORY     - 1968     GOOD             NGS
 JE0132
 JE0132                          STATION DESCRIPTION
 JE0132
 JE0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0132'2.2 MI NW FROM GARDEN CITY.
 JE0132'ABOUT 0.2 MILES NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0132'SCHOOL AT GARDEN CITY, THENCE 2.0 MILES NORTHWEST ALONG STATE
 JE0132'HIGHWAY 7 TO THE NORTHWEST END OF THE DRIVE LEADING TO THE
 JE0132'SINCLAIR POWER STATION, 40 1/2 FEET NORTH OF THE CENTER LINE
 JE0132'OF THE HIGHWAY, 2 1/2 FEET SOUTH OF A FENCE, ABOUT 1 FOOT ABOVE
 JE0132'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JE0132'PROJECTING 4 INCHES.
 JE0132
 JE0132                          STATION RECOVERY (1968)
 JE0132
 JE0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JE0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0226 ***********************************************************************
 LF0226  DESIGNATION -  L 20
 LF0226  PID         -  LF0226
 LF0226  STATE/COUNTY-  MO/NODAWAY
 LF0226  USGS QUAD   -  CLEARMONT (1981)
 LF0226
 LF0226                         *CURRENT SURVEY CONTROL
 LF0226  ___________________________________________________________________
 LF0226* NAD 83(1986)-  40 30 24.     (N)    095 07 08.     (W)     SCALED    
 LF0226* NAVD 88     -       289.717  (meters)     950.51   (feet)  ADJUSTED  
 LF0226  ___________________________________________________________________
 LF0226  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 LF0226  DYNAMIC HT  -         289.563 (meters)     950.01  (feet)  COMP
 LF0226  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LF0226
 LF0226  VERT ORDER  -  FIRST     CLASS II
 LF0226
 LF0226.The horizontal coordinates were scaled from a topographic map and have
 LF0226.an estimated accuracy of +/- 6 seconds.
 LF0226
 LF0226.The orthometric height was determined by differential leveling
 LF0226.and adjusted by the National Geodetic Survey in June 1991..
 LF0226
 LF0226.The geoid height was determined by GEOID03.
 LF0226
 LF0226.The dynamic height is computed by dividing the NAVD 88
 LF0226.geopotential number by the normal gravity value computed on the
 LF0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0226.degrees latitude (g = 980.6199 gals.).
 LF0226
 LF0226.The modeled gravity was interpolated from observed gravity values.
 LF0226
 LF0226;                    North         East    Units  Estimated Accuracy
 LF0226;SPC MO W     -   481,910.      797,550.      MT  (+/- 180 meters Scaled)
 LF0226
 LF0226                          SUPERSEDED SURVEY CONTROL
 LF0226
 LF0226  NGVD 29 (??/??/92)  289.625  (m)          950.21   (f) ADJ UNCH    1 2
 LF0226
 LF0226.Superseded values are not recommended for survey control.
 LF0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0226.See file dsdata.txt to determine how the superseded data were derived.
 LF0226
 LF0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE204861(NAD 83)
 LF0226_MARKER: DB = BENCH MARK DISK
 LF0226_SETTING: 0 = UNSPECIFIED SETTING
 LF0226_STAMPING: L 20 1933
 LF0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0226
 LF0226  HISTORY     - Date     Condition        Report By
 LF0226  HISTORY     - 1933     MONUMENTED       CGS
 LF0226  HISTORY     - 1961     GOOD             NGS
 LF0226
 LF0226                          STATION DESCRIPTION
 LF0226
 LF0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF0226'0.8 MI S FROM ELMO.
 LF0226'ABOUT 3/4 MILE SOUTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 LF0226'ELMO, NODAWAY COUNTY, 12 FEET WEST OF THE 32ND POLE NORTH OF
 LF0226'MILEPOST 336, 50 FEET WEST-SOUTHWEST OF A POINT WHERE A FARM ROAD
 LF0226'CROSSES THE TRACK, 47 FEET WEST OF THE CENTER OF TRACK, 15 FEET
 LF0226'SOUTH OF THE CENTER OF FARM ROAD, 35 FEET SOUTH OF A POWER POLE,
 LF0226'7 FEET SOUTH OF SOUTH GATE POST, AND 1 FOOT EAST OF THE WEST
 LF0226'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LF0226'STAMPED L 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0784 ***********************************************************************
 JD0784  DESIGNATION -  L 200
 JD0784  PID         -  JD0784
 JD0784  STATE/COUNTY-  MO/PETTIS
 JD0784  USGS QUAD   -  LA MONTE (1973)
 JD0784
 JD0784                         *CURRENT SURVEY CONTROL
 JD0784  ___________________________________________________________________
 JD0784* NAD 83(1986)-  38 52 09.     (N)    093 29 42.     (W)     SCALED    
 JD0784* NAVD 88     -       233.272  (meters)     765.33   (feet)  ADJUSTED  
 JD0784  ___________________________________________________________________
 JD0784  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0784  DYNAMIC HT  -         233.118 (meters)     764.82  (feet)  COMP
 JD0784  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 JD0784
 JD0784  VERT ORDER  -  SECOND    CLASS 0
 JD0784
 JD0784.The horizontal coordinates were scaled from a topographic map and have
 JD0784.an estimated accuracy of +/- 6 seconds.
 JD0784
 JD0784.The orthometric height was determined by differential leveling
 JD0784.and adjusted by the National Geodetic Survey in June 1991..
 JD0784
 JD0784.The geoid height was determined by GEOID03.
 JD0784
 JD0784.The dynamic height is computed by dividing the NAVD 88
 JD0784.geopotential number by the normal gravity value computed on the
 JD0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0784.degrees latitude (g = 980.6199 gals.).
 JD0784
 JD0784.The modeled gravity was interpolated from observed gravity values.
 JD0784
 JD0784;                    North         East    Units  Estimated Accuracy
 JD0784;SPC MO C     -   337,380.      413,650.      MT  (+/- 180 meters Scaled)
 JD0784
 JD0784                          SUPERSEDED SURVEY CONTROL
 JD0784
 JD0784  NGVD 29 (??/??/92)  233.20   (m)          765.1    (f) COMPUTED    2 0
 JD0784
 JD0784.Superseded values are not recommended for survey control.
 JD0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0784.See file dsdata.txt to determine how the superseded data were derived.
 JD0784
 JD0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD570023(NAD 83)
 JD0784_MARKER: DB = BENCH MARK DISK
 JD0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0784_STAMPING: L 200 1945
 JD0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0784+STABILITY: SURFACE MOTION
 JD0784
 JD0784  HISTORY     - Date     Condition        Report By
 JD0784  HISTORY     - 1945     MONUMENTED       CGS
 JD0784  HISTORY     - 1946     GOOD             NGS
 JD0784  HISTORY     - 1962     MARK NOT FOUND   NGS
 JD0784
 JD0784                          STATION DESCRIPTION
 JD0784
 JD0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0784'10.9 MI SW FROM SWEET SPRINGS.
 JD0784'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE MISSOURI
 JD0784'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 4.5 MILES
 JD0784'SOUTHWEST ALONG MISSOURI STATE HIGHWAY 127, THENCE 2.1 MILES
 JD0784'WEST ALONG A GRAVEL ROAD, THENCE 3.1 MILES SOUTH ALONG A GRAVEL
 JD0784'ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, AND AT A ROAD
 JD0784'INTERSECTION, 42 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 JD0784'ROAD, 32 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 JD0784'THE EAST-WEST ROAD, 2 FEET EAST OF A 4 X 4 MARKER POST, 1 FOOT
 JD0784'NORTH OF THE RIGHT OF WAY FENCE.  A BRONZE DISK SET IN THE TOP
 JD0784'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 JD0784
 JD0784                          STATION RECOVERY (1962)
 JD0784
 JD0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0041 ***********************************************************************
 JD0041  DESIGNATION -  L 201
 JD0041  PID         -  JD0041
 JD0041  STATE/COUNTY-  MO/BOONE
 JD0041  USGS QUAD   -  COLUMBIA (1981)
 JD0041
 JD0041                         *CURRENT SURVEY CONTROL
 JD0041  ___________________________________________________________________
 JD0041* NAD 83(1986)-  38 58 10.     (N)    092 21 25.     (W)     SCALED    
 JD0041* NAVD 88     -       235.541  (meters)     772.77   (feet)  ADJUSTED  
 JD0041  ___________________________________________________________________
 JD0041  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD0041  DYNAMIC HT  -         235.386 (meters)     772.26  (feet)  COMP
 JD0041  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 JD0041
 JD0041  VERT ORDER  -  SECOND    CLASS 0
 JD0041
 JD0041.The horizontal coordinates were scaled from a topographic map and have
 JD0041.an estimated accuracy of +/- 6 seconds.
 JD0041
 JD0041.The orthometric height was determined by differential leveling
 JD0041.and adjusted by the National Geodetic Survey in June 1991..
 JD0041
 JD0041.The geoid height was determined by GEOID03.
 JD0041
 JD0041.The dynamic height is computed by dividing the NAVD 88
 JD0041.geopotential number by the normal gravity value computed on the
 JD0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0041.degrees latitude (g = 980.6199 gals.).
 JD0041
 JD0041.The modeled gravity was interpolated from observed gravity values.
 JD0041
 JD0041;                    North         East    Units  Estimated Accuracy
 JD0041;SPC MO C     -   348,050.      512,400.      MT  (+/- 180 meters Scaled)
 JD0041
 JD0041                          SUPERSEDED SURVEY CONTROL
 JD0041
 JD0041  NGVD 29 (??/??/92)  235.526  (m)          772.72   (f) ADJ UNCH    2 0
 JD0041
 JD0041.Superseded values are not recommended for survey control.
 JD0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0041.See file dsdata.txt to determine how the superseded data were derived.
 JD0041
 JD0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD557135(NAD 83)
 JD0041_MARKER: DB = BENCH MARK DISK
 JD0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0041_STAMPING: L 201 1946
 JD0041_MARK LOGO: CGS   
 JD0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0041+STABILITY: SURFACE MOTION
 JD0041
 JD0041  HISTORY     - Date     Condition        Report By
 JD0041  HISTORY     - 1946     MONUMENTED       CGS
 JD0041  HISTORY     - 1968     GOOD             NGS
 JD0041  HISTORY     - 1983     GOOD             LOCSUR
 JD0041  HISTORY     - 19970616 GOOD             MODNR
 JD0041
 JD0041                          STATION DESCRIPTION
 JD0041
 JD0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JD0041'2 MI W FROM COLUMBIA.
 JD0041'1.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE COUNTY COURT
 JD0041'HOUSE AT COLUMBIA, THENCE 0.2 MILE NORTH ALONG A ROAD BORDERING
 JD0041'THE EAST BOUNDARY OF THE AIRPORT TO THE SITE OF THE MARK, AT
 JD0041'THE COLUMBIA MUNICIPAL AIRPORT, 25 FEET WEST OF THE CENTER
 JD0041'LINE OF THE ROAD, 7 FEET SOUTH OF THE FENCE AROUND THE U.S.
 JD0041'DEPARTMENT OF COMMERCE CEILOMETER PROJECTOR, 2 FEET WEST OF THE
 JD0041'AIRPORT BOUNDARY FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 JD0041'POST.
 JD0041
 JD0041                          STATION RECOVERY (1968)
 JD0041
 JD0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JD0041'RECOVERED IN GOOD CONDITION.
 JD0041
 JD0041                          STATION RECOVERY (1983)
 JD0041
 JD0041'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JD0041'RECOVERED IN GOOD CONDITION.
 JD0041
 JD0041                          STATION RECOVERY (1997)
 JD0041
 JD0041'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 JD0041'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0987 ***********************************************************************
 JC0987  DESIGNATION -  L 202
 JC0987  PID         -  JC0987
 JC0987  STATE/COUNTY-  MO/GASCONADE
 JC0987  USGS QUAD   -  GASCONADE (1974)
 JC0987
 JC0987                         *CURRENT SURVEY CONTROL
 JC0987  ___________________________________________________________________
 JC0987* NAD 83(1986)-  38 40 30.     (N)    091 32 39.     (W)     SCALED    
 JC0987* NAVD 88     -       160.264  (meters)     525.80   (feet)  ADJUSTED  
 JC0987  ___________________________________________________________________
 JC0987  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JC0987  DYNAMIC HT  -         160.159 (meters)     525.46  (feet)  COMP
 JC0987  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 JC0987
 JC0987  VERT ORDER  -  FIRST     CLASS II
 JC0987
 JC0987.The horizontal coordinates were scaled from a topographic map and have
 JC0987.an estimated accuracy of +/- 6 seconds.
 JC0987
 JC0987.The orthometric height was determined by differential leveling
 JC0987.and adjusted by the National Geodetic Survey in June 1991..
 JC0987
 JC0987.The geoid height was determined by GEOID03.
 JC0987
 JC0987.The dynamic height is computed by dividing the NAVD 88
 JC0987.geopotential number by the normal gravity value computed on the
 JC0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0987.degrees latitude (g = 980.6199 gals.).
 JC0987
 JC0987.The modeled gravity was interpolated from observed gravity values.
 JC0987
 JC0987;                    North         East    Units  Estimated Accuracy
 JC0987;SPC MO E     -   315,870.      159,140.      MT  (+/- 180 meters Scaled)
 JC0987
 JC0987                          SUPERSEDED SURVEY CONTROL
 JC0987
 JC0987  NGVD 29 (??/??/92)  160.290  (m)          525.88   (f) ADJ UNCH    1 2
 JC0987
 JC0987.Superseded values are not recommended for survey control.
 JC0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0987.See file dsdata.txt to determine how the superseded data were derived.
 JC0987
 JC0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC266817(NAD 83)
 JC0987_MARKER: DB = BENCH MARK DISK
 JC0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0987_SP_SET: CULVERT
 JC0987_STAMPING: L 202 1946
 JC0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0987
 JC0987  HISTORY     - Date     Condition        Report By
 JC0987  HISTORY     - 1946     MONUMENTED       CGS
 JC0987  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0987
 JC0987                          STATION DESCRIPTION
 JC0987
 JC0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0987'0.9 MI NE FROM GASCONADE.
 JC0987'ABOUT 0.9 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0987'THE STATION AT GASCONADE, ACROSS THE TRACKS FROM THE FIFTH POLE
 JC0987'SOUTHWEST OF MILE POST 87-20, 7.0 FEET SOUTHEAST OF AND ABOUT 1.0
 JC0987'FOOT LOWER THAN THE CENTER LINE OF THE SOUTHEAST TRACK, ON TOP
 JC0987'OF THE CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 JC0987'A BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 JC0987
 JC0987                          STATION RECOVERY (1986)
 JC0987
 JC0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0506 ***********************************************************************
 JC0506  DESIGNATION -  L 203
 JC0506  PID         -  JC0506
 JC0506  STATE/COUNTY-  MO/FRANKLIN
 JC0506  USGS QUAD   -  WASHINGTON EAST (1972)
 JC0506
 JC0506                         *CURRENT SURVEY CONTROL
 JC0506  ___________________________________________________________________
 JC0506* NAD 83(1986)-  38 32 18.     (N)    090 57 15.     (W)     SCALED    
 JC0506* NAVD 88     -       150.037  (meters)     492.25   (feet)  ADJUSTED  
 JC0506  ___________________________________________________________________
 JC0506  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JC0506  DYNAMIC HT  -         149.940 (meters)     491.93  (feet)  COMP
 JC0506  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 JC0506
 JC0506  VERT ORDER  -  FIRST     CLASS II
 JC0506
 JC0506.The horizontal coordinates were scaled from a topographic map and have
 JC0506.an estimated accuracy of +/- 6 seconds.
 JC0506
 JC0506.The orthometric height was determined by differential leveling
 JC0506.and adjusted by the National Geodetic Survey in June 1991..
 JC0506
 JC0506.The geoid height was determined by GEOID03.
 JC0506
 JC0506.The dynamic height is computed by dividing the NAVD 88
 JC0506.geopotential number by the normal gravity value computed on the
 JC0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0506.degrees latitude (g = 980.6199 gals.).
 JC0506
 JC0506.The modeled gravity was interpolated from observed gravity values.
 JC0506
 JC0506;                    North         East    Units  Estimated Accuracy
 JC0506;SPC MO E     -   300,280.      210,410.      MT  (+/- 180 meters Scaled)
 JC0506
 JC0506                          SUPERSEDED SURVEY CONTROL
 JC0506
 JC0506  NGVD 29 (??/??/92)  150.107  (m)          492.48   (f) ADJ UNCH    1 2
 JC0506
 JC0506.Superseded values are not recommended for survey control.
 JC0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0506.See file dsdata.txt to determine how the superseded data were derived.
 JC0506
 JC0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC783675(NAD 83)
 JC0506_MARKER: DB = BENCH MARK DISK
 JC0506_SETTING: 66 = SET IN ROCK OUTCROP
 JC0506_SP_SET: ROCK CUT
 JC0506_STAMPING: L 203 1946
 JC0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0506+STABILITY: POSITION/ELEVATION WELL
 JC0506
 JC0506  HISTORY     - Date     Condition        Report By
 JC0506  HISTORY     - 1946     MONUMENTED       CGS
 JC0506  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0506
 JC0506                          STATION DESCRIPTION
 JC0506
 JC0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0506'3.5 MI E FROM WASHINGTON.
 JC0506'3.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 JC0506'WASHINGTON, ABOUT 3.5 MILES WEST OF THE STATION AT BOLES, ACROSS
 JC0506'THE TRACKS FROM THE FOURTH POLE EAST OF MILE POST 48-10, 72.0 FEET
 JC0506'WEST OF THE WEST END OF THE SOUTH CONCRETE BASE FOR SEMAPHORE
 JC0506'NO. 481, 16.0 FEET SOUTH OF AND ABOUT 4.0 FEET HIGHER THAN THE
 JC0506'CENTER LINE OF THE SOUTH TRACK.  A BRONZE BENCH MARK DISK SET
 JC0506'VERTICALLY IN A DRILL HOLE IN A ROCK BLUFF.
 JC0506
 JC0506                          STATION RECOVERY (1986)
 JC0506
 JC0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0487 ***********************************************************************
 JC0487  DESIGNATION -  L 204
 JC0487  PID         -  JC0487
 JC0487  STATE/COUNTY-  MO/ST LOUIS
 JC0487  USGS QUAD   -  MANCHESTER (1993)
 JC0487
 JC0487                         *CURRENT SURVEY CONTROL
 JC0487  ___________________________________________________________________
 JC0487* NAD 83(1986)-  38 32 34.     (N)    090 34 05.     (W)     SCALED    
 JC0487* NAVD 88     -       133.140  (meters)     436.81   (feet)  ADJUSTED  
 JC0487  ___________________________________________________________________
 JC0487  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JC0487  DYNAMIC HT  -         133.053 (meters)     436.52  (feet)  COMP
 JC0487  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 JC0487
 JC0487  VERT ORDER  -  FIRST     CLASS I
 JC0487
 JC0487.The horizontal coordinates were scaled from a topographic map and have
 JC0487.an estimated accuracy of +/- 6 seconds.
 JC0487
 JC0487.The orthometric height was determined by differential leveling
 JC0487.and adjusted by the National Geodetic Survey in June 1991..
 JC0487
 JC0487.The geoid height was determined by GEOID03.
 JC0487
 JC0487.The dynamic height is computed by dividing the NAVD 88
 JC0487.geopotential number by the normal gravity value computed on the
 JC0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0487.degrees latitude (g = 980.6199 gals.).
 JC0487
 JC0487.The modeled gravity was interpolated from observed gravity values.
 JC0487
 JC0487;                    North         East    Units  Estimated Accuracy
 JC0487;SPC MO E     -   300,680.      244,070.      MT  (+/- 180 meters Scaled)
 JC0487
 JC0487                          SUPERSEDED SURVEY CONTROL
 JC0487
 JC0487  NGVD 29 (??/??/92)  133.227  (m)          437.10   (f) ADJ UNCH    1 1
 JC0487
 JC0487.Superseded values are not recommended for survey control.
 JC0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0487.See file dsdata.txt to determine how the superseded data were derived.
 JC0487
 JC0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC119688(NAD 83)
 JC0487_MARKER: DB = BENCH MARK DISK
 JC0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0487_SP_SET: CULVERT
 JC0487_STAMPING: L 204 1946
 JC0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0487
 JC0487  HISTORY     - Date     Condition        Report By
 JC0487  HISTORY     - 1946     MONUMENTED       CGS
 JC0487
 JC0487                          STATION DESCRIPTION
 JC0487
 JC0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0487'4 MI W FROM VALLEY PARK.
 JC0487'ABOUT 4.05 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0487'FROM THE OVERPASS OVER STATE HIGHWAY 141 AT VALLEY PARK, NEAR
 JC0487'MILEPOLE 23-8, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 JC0487'HEAD WALL FOR A 5 FOOT CONCRETE BOX CULVERT, (THE SOUTHWEST ONE
 JC0487'OF TWO CULVERTS UNDER THE TRACK), 12 FEET NORTHWEST OF THE
 JC0487'NORTHWEST RAIL OF THE WESTBOUND TRACK, 1.1 FEET NORTHEAST OF THE
 JC0487'SOUTHWEST END OF THE HEAD WALL AND 3 FEET BELOW THE LEVEL OF THE
 JC0487'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0210 ***********************************************************************
 JC0210  DESIGNATION -  L 205
 JC0210  PID         -  JC0210
 JC0210  STATE/COUNTY-  MO/ST LOUIS
 JC0210  USGS QUAD   -  WEBSTER GROVES (1993)
 JC0210
 JC0210                         *CURRENT SURVEY CONTROL
 JC0210  ___________________________________________________________________
 JC0210* NAD 83(1986)-  38 36 15.     (N)    090 19 31.     (W)     SCALED    
 JC0210* NAVD 88     -       144.579  (meters)     474.34   (feet)  ADJUSTED  
 JC0210  ___________________________________________________________________
 JC0210  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JC0210  DYNAMIC HT  -         144.486 (meters)     474.03  (feet)  COMP
 JC0210  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JC0210
 JC0210  VERT ORDER  -  FIRST     CLASS I
 JC0210
 JC0210.The horizontal coordinates were scaled from a topographic map and have
 JC0210.an estimated accuracy of +/- 6 seconds.
 JC0210
 JC0210.The orthometric height was determined by differential leveling
 JC0210.and adjusted by the National Geodetic Survey in June 1991..
 JC0210
 JC0210.The geoid height was determined by GEOID03.
 JC0210
 JC0210.The dynamic height is computed by dividing the NAVD 88
 JC0210.geopotential number by the normal gravity value computed on the
 JC0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0210.degrees latitude (g = 980.6199 gals.).
 JC0210
 JC0210.The modeled gravity was interpolated from observed gravity values.
 JC0210
 JC0210;                    North         East    Units  Estimated Accuracy
 JC0210;SPC MO E     -   307,510.      265,220.      MT  (+/- 180 meters Scaled)
 JC0210
 JC0210                          SUPERSEDED SURVEY CONTROL
 JC0210
 JC0210  NGVD 29 (??/??/92)  144.685  (m)          474.69   (f) ADJ UNCH    1 1
 JC0210
 JC0210.Superseded values are not recommended for survey control.
 JC0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0210.See file dsdata.txt to determine how the superseded data were derived.
 JC0210
 JC0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC329762(NAD 83)
 JC0210_MARKER: DB = BENCH MARK DISK
 JC0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0210_SP_SET: BRIDGE
 JC0210_STAMPING: L 205 1946
 JC0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0210
 JC0210  HISTORY     - Date     Condition        Report By
 JC0210  HISTORY     - 1946     MONUMENTED       CGS
 JC0210  HISTORY     - 1969     GOOD             NGS
 JC0210  HISTORY     - 19910401 GOOD             USPSQD
 JC0210  HISTORY     - 19940511 GOOD             USPSQD
 JC0210  HISTORY     - 19990129 GOOD             USPSQD
 JC0210
 JC0210                          STATION DESCRIPTION
 JC0210
 JC0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0210'AT MAPLEWOOD.
 JC0210'AT MAPLEWOOD, 0.1 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0210'FROM THE OVERPASS OVER BIG BEND BLVD, NEAR MILEPOLE 7-36, SET IN THE
 JC0210'TOP OF THE NORTH END OF THE EAST ABUTMENT TO THE MISSOURI
 JC0210'PACIFIC RAILROAD OVER THE TERMINAL RAILROAD ASSOCIATION TRACK,
 JC0210'4.9 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK AND 1
 JC0210'FOOT BELOW THE LEVEL OF THE TRACK.
 JC0210
 JC0210                          STATION RECOVERY (1991)
 JC0210
 JC0210'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0210'RECOVERED IN GOOD CONDITION.
 JC0210
 JC0210                          STATION RECOVERY (1994)
 JC0210
 JC0210'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0210'RECOVERED IN GOOD CONDITION.
 JC0210
 JC0210                          STATION RECOVERY (1999)
 JC0210
 JC0210'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0484 ***********************************************************************
 LF0484  DESIGNATION -  L 206 RESET
 LF0484  PID         -  LF0484
 LF0484  STATE/COUNTY-  MO/HOLT
 LF0484  USGS QUAD   -  BIG LAKE (1981)
 LF0484
 LF0484                         *CURRENT SURVEY CONTROL
 LF0484  ___________________________________________________________________
 LF0484* NAD 83(1986)-  40 06 38.     (N)    095 20 01.     (W)     SCALED    
 LF0484* NAVD 88     -       262.30   (meters)     860.6    (feet)  RESET     
 LF0484  ___________________________________________________________________
 LF0484  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 LF0484
 LF0484  VERT ORDER  -  THIRD
 LF0484
 LF0484.The horizontal coordinates were scaled from a topographic map and have
 LF0484.an estimated accuracy of +/- 6 seconds.
 LF0484
 LF0484.The orthometric height was computed from unverified reset data.
 LF0484
 LF0484.The geoid height was determined by GEOID03.
 LF0484
 LF0484;                    North         East    Units  Estimated Accuracy
 LF0484;SPC MO W     -   438,080.      778,930.      MT  (+/- 180 meters Scaled)
 LF0484
 LF0484                          SUPERSEDED SURVEY CONTROL
 LF0484
 LF0484.No superseded survey control is available for this station.
 LF0484
 LF0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE011426(NAD 83)
 LF0484_MARKER: DB = BENCH MARK DISK
 LF0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0484_STAMPING: L 206 RESET 1970
 LF0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0484+STABILITY: SURFACE MOTION
 LF0484
 LF0484  HISTORY     - Date     Condition        Report By
 LF0484  HISTORY     - 1970     MONUMENTED       NGS
 LF0484
 LF0484                          STATION DESCRIPTION
 LF0484
 LF0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LF0484'2.3 MI W FROM BIGELOW.
 LF0484'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST
 LF0484'OFFICE AT BIGELOW, AT A DIRT ROAD LEADING SOUTH, ABOUT 100
 LF0484'FEET NORTH OF THE CENTER OF NEW STATE HIGHWAY 118, 27.5 FEET
 LF0484'NORTH OF THE CENTER OF THE OLD ROAD, 3 FEET EAST OF A POWERLINE
 LF0484'POLE WITH A TRANSFORMER, 1.5 FEET SOUTH OF AN EAST-WEST FENCE,
 LF0484'1 FOOT WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 LF0484'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0425 ***********************************************************************
 LF0425  DESIGNATION -  L 207
 LF0425  PID         -  LF0425
 LF0425  STATE/COUNTY-  MO/HOLT
 LF0425  USGS QUAD   -  CORNING (1984)
 LF0425
 LF0425                         *CURRENT SURVEY CONTROL
 LF0425  ___________________________________________________________________
 LF0425* NAD 83(1986)-  40 14 49.     (N)    095 27 20.     (W)     SCALED    
 LF0425* NAVD 88     -       267.402  (meters)     877.30   (feet)  ADJUSTED  
 LF0425  ___________________________________________________________________
 LF0425  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LF0425  DYNAMIC HT  -         267.258 (meters)     876.83  (feet)  COMP
 LF0425  MODELED GRAV-     980,080.1   (mgal)                       NAVD 88
 LF0425
 LF0425  VERT ORDER  -  SECOND    CLASS 0
 LF0425
 LF0425.The horizontal coordinates were scaled from a topographic map and have
 LF0425.an estimated accuracy of +/- 6 seconds.
 LF0425
 LF0425.The orthometric height was determined by differential leveling
 LF0425.and adjusted by the National Geodetic Survey in June 1991..
 LF0425
 LF0425.The geoid height was determined by GEOID03.
 LF0425
 LF0425.The dynamic height is computed by dividing the NAVD 88
 LF0425.geopotential number by the normal gravity value computed on the
 LF0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0425.degrees latitude (g = 980.6199 gals.).
 LF0425
 LF0425.The modeled gravity was interpolated from observed gravity values.
 LF0425
 LF0425;                    North         East    Units  Estimated Accuracy
 LF0425;SPC MO W     -   453,320.      768,700.      MT  (+/- 180 meters Scaled)
 LF0425
 LF0425                          SUPERSEDED SURVEY CONTROL
 LF0425
 LF0425  NGVD 29 (??/??/92)  267.320  (m)          877.03   (f) ADJ UNCH    2 0
 LF0425
 LF0425.Superseded values are not recommended for survey control.
 LF0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0425.See file dsdata.txt to determine how the superseded data were derived.
 LF0425
 LF0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE911580(NAD 83)
 LF0425_MARKER: DB = BENCH MARK DISK
 LF0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0425_SP_SET: BUILDING
 LF0425_STAMPING: L 207 1948
 LF0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0425
 LF0425  HISTORY     - Date     Condition        Report By
 LF0425  HISTORY     - 1948     MONUMENTED       CGS
 LF0425  HISTORY     - 1961     GOOD             NGS
 LF0425  HISTORY     - 19890731 MARK NOT FOUND   NGS
 LF0425
 LF0425                          STATION DESCRIPTION
 LF0425
 LF0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0425'AT CORNING.
 LF0425'AT CORNING, ABOUT 0.1 MILE SOUTHWEST OF THE STATION, SET VERTICALLY
 LF0425'IN THE NORTHEAST FACE AT THE EAST CORNER OF THE CORNING PUBLIC
 LF0425'SCHOOL, 21.7 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN
 LF0425'OR NORTHEAST ENTRANCE, 1.1 FEET NORTHWEST OF THE EAST CORNER
 LF0425'OF THE BUILDING, 2.4 FEET ABOVE THE GROUND.  NOTE-- THE BUILDING
 LF0425'IS NOT BEING USED FOR A SCHOOL, NOW.
 LF0425
 LF0425                          STATION RECOVERY (1961)
 LF0425
 LF0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0425'RECOVERED IN GOOD CONDITION.
 LF0425
 LF0425                          STATION RECOVERY (1989)
 LF0425
 LF0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0425'THE BUILDING DESCRIBED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0565 ***********************************************************************
 LF0565  DESIGNATION -  L 208
 LF0565  PID         -  LF0565
 LF0565  STATE/COUNTY-  MO/ATCHISON
 LF0565  USGS QUAD   -  LANGDON (1984)
 LF0565
 LF0565                         *CURRENT SURVEY CONTROL
 LF0565  ___________________________________________________________________
 LF0565* NAD 83(1986)-  40 20 45.     (N)    095 33 55.     (W)     SCALED    
 LF0565* NAVD 88     -       269.648  (meters)     884.67   (feet)  ADJUSTED  
 LF0565  ___________________________________________________________________
 LF0565  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LF0565  DYNAMIC HT  -         269.504 (meters)     884.20  (feet)  COMP
 LF0565  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 LF0565
 LF0565  VERT ORDER  -  FIRST     CLASS II
 LF0565
 LF0565.The horizontal coordinates were scaled from a topographic map and have
 LF0565.an estimated accuracy of +/- 6 seconds.
 LF0565
 LF0565.The orthometric height was determined by differential leveling
 LF0565.and adjusted by the National Geodetic Survey in June 1991..
 LF0565.WARNING-Repeat measurements at this control monument indicate possible
 LF0565.vertical movement.
 LF0565
 LF0565.The geoid height was determined by GEOID03.
 LF0565
 LF0565.The dynamic height is computed by dividing the NAVD 88
 LF0565.geopotential number by the normal gravity value computed on the
 LF0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0565.degrees latitude (g = 980.6199 gals.).
 LF0565
 LF0565.The modeled gravity was interpolated from observed gravity values.
 LF0565
 LF0565;                    North         East    Units  Estimated Accuracy
 LF0565;SPC MO W     -   464,410.      759,500.      MT  (+/- 180 meters Scaled)
 LF0565
 LF0565                          SUPERSEDED SURVEY CONTROL
 LF0565
 LF0565  NGVD 29 (??/??/92)  269.537  (m)          884.31   (f) ADJ UNCH    1 2
 LF0565
 LF0565.Superseded values are not recommended for survey control.
 LF0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0565.See file dsdata.txt to determine how the superseded data were derived.
 LF0565
 LF0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE821693(NAD 83)
 LF0565_MARKER: DB = BENCH MARK DISK
 LF0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0565_SP_SET: CONCRETE POST
 LF0565_STAMPING: L 208 1948
 LF0565_MARK LOGO: CGS   
 LF0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0565+STABILITY: SURFACE MOTION
 LF0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0565+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0565
 LF0565  HISTORY     - Date     Condition        Report By
 LF0565  HISTORY     - 1948     MONUMENTED       CGS
 LF0565  HISTORY     - 1961     GOOD             NGS
 LF0565  HISTORY     - 19890726 GOOD             NGS
 LF0565
 LF0565                          STATION DESCRIPTION
 LF0565
 LF0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0565'1 MI SE FROM LANGDON.
 LF0565'1.0 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0565'RAILROAD FROM THE STATION AT LANGDON, 4 POLES SOUTHEAST OF A
 LF0565'PRIVATE ROAD CROSSING, 104.0 FEET EAST-SOUTHEAST OF MILEPOST
 LF0565'124, 42.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 LF0565'9.7 FEET EAST OF A TELEPHONE POLE, 1.3 FEET SOUTHWEST OF THE
 LF0565'NORTHEAST RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHEAST OF A REFERENCE
 LF0565'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LF0565'ABOVE THE GROUND.
 LF0565
 LF0565                          STATION RECOVERY (1961)
 LF0565
 LF0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0565'RECOVERED IN GOOD CONDITION.
 LF0565
 LF0565                          STATION RECOVERY (1989)
 LF0565
 LF0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0565'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.2 KM (1.35
 LF0565'MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0565'JUNCTION OF STATE HIGHWAY E IN LANGDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1469 ***********************************************************************
 JD1469  DESIGNATION -  L 21
 JD1469  PID         -  JD1469
 JD1469  STATE/COUNTY-  MO/HENRY
 JD1469  USGS QUAD   -  CALHOUN WEST (1981)
 JD1469
 JD1469                         *CURRENT SURVEY CONTROL
 JD1469  ___________________________________________________________________
 JD1469* NAD 83(1986)-  38 25 24.     (N)    093 42 36.     (W)     SCALED    
 JD1469* NAVD 88     -       251.467  (meters)     825.02   (feet)  ADJUSTED  
 JD1469  ___________________________________________________________________
 JD1469  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1469  DYNAMIC HT  -         251.294 (meters)     824.45  (feet)  COMP
 JD1469  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 JD1469
 JD1469  VERT ORDER  -  SECOND    CLASS 0
 JD1469
 JD1469.The horizontal coordinates were scaled from a topographic map and have
 JD1469.an estimated accuracy of +/- 6 seconds.
 JD1469
 JD1469.The orthometric height was determined by differential leveling
 JD1469.and adjusted by the National Geodetic Survey in June 1991..
 JD1469
 JD1469.The geoid height was determined by GEOID03.
 JD1469
 JD1469.The dynamic height is computed by dividing the NAVD 88
 JD1469.geopotential number by the normal gravity value computed on the
 JD1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1469.degrees latitude (g = 980.6199 gals.).
 JD1469
 JD1469.The modeled gravity was interpolated from observed gravity values.
 JD1469
 JD1469;                    North         East    Units  Estimated Accuracy
 JD1469;SPC MO W     -   250,730.      918,980.      MT  (+/- 180 meters Scaled)
 JD1469
 JD1469                          SUPERSEDED SURVEY CONTROL
 JD1469
 JD1469  NGVD 29 (??/??/92)  251.356  (m)          824.66   (f) ADJ UNCH    2 0
 JD1469
 JD1469.Superseded values are not recommended for survey control.
 JD1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1469.See file dsdata.txt to determine how the superseded data were derived.
 JD1469
 JD1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC380530(NAD 83)
 JD1469_MARKER: DB = BENCH MARK DISK
 JD1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1469_STAMPING: L 21 1934
 JD1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1469+STABILITY: SURFACE MOTION
 JD1469
 JD1469  HISTORY     - Date     Condition        Report By
 JD1469  HISTORY     - 1934     MONUMENTED       CGS
 JD1469  HISTORY     - 1962     GOOD             NGS
 JD1469
 JD1469                          STATION DESCRIPTION
 JD1469
 JD1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1469'5 MI NE FROM CLINTON.
 JD1469'ABOUT 5.0 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1469'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1469'CLINTON OR ABOUT 5.6 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS
 JD1469'AND TEXAS RAILROAD FROM THE STATION AT CALHOUN, IN SECTION 20,
 JD1469'T 42 N, R 25 W, 3 POLES SOUTHWEST OF MILEPOST 261, 80 FEET WEST
 JD1469'OF THE CENTER OF A ROAD CROSSING, 46 FEET NORTHWEST OF THE
 JD1469'NORTHWEST RAIL, 26 FEET SOUTHWEST OF A POWER POLE WITH A LINE
 JD1469'CROSSING OVER THE TRACK, 36 FEET SOUTHWEST OF THE CENTER OF A
 JD1469'GATE, 2 1/2 FEET SOUTHEAST OF A FENCE, 1.7 FEET NORTH OF A
 JD1469'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 JD1469'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0380 ***********************************************************************
 LF0380  DESIGNATION -  L 210
 LF0380  PID         -  LF0380
 LF0380  STATE/COUNTY-  MO/HOLT
 LF0380  USGS QUAD   -  CORNING (1984)
 LF0380
 LF0380                         *CURRENT SURVEY CONTROL
 LF0380  ___________________________________________________________________
 LF0380* NAD 83(1986)-  40 11 20.     (N)    095 22 36.     (W)     SCALED    
 LF0380* NAVD 88     -       264.535  (meters)     867.90   (feet)  ADJUSTED  
 LF0380  ___________________________________________________________________
 LF0380  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LF0380  DYNAMIC HT  -         264.392 (meters)     867.43  (feet)  COMP
 LF0380  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 LF0380
 LF0380  VERT ORDER  -  FIRST     CLASS II
 LF0380
 LF0380.The horizontal coordinates were scaled from a topographic map and have
 LF0380.an estimated accuracy of +/- 6 seconds.
 LF0380
 LF0380.The orthometric height was determined by differential leveling
 LF0380.and adjusted by the National Geodetic Survey in June 1991..
 LF0380
 LF0380.The geoid height was determined by GEOID03.
 LF0380
 LF0380.The dynamic height is computed by dividing the NAVD 88
 LF0380.geopotential number by the normal gravity value computed on the
 LF0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0380.degrees latitude (g = 980.6199 gals.).
 LF0380
 LF0380.The modeled gravity was interpolated from observed gravity values.
 LF0380
 LF0380;                    North         East    Units  Estimated Accuracy
 LF0380;SPC MO W     -   446,810.      775,350.      MT  (+/- 180 meters Scaled)
 LF0380
 LF0380                          SUPERSEDED SURVEY CONTROL
 LF0380
 LF0380  NGVD 29 (??/??/92)  264.458  (m)          867.64   (f) ADJ UNCH    1 2
 LF0380
 LF0380.Superseded values are not recommended for survey control.
 LF0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0380.See file dsdata.txt to determine how the superseded data were derived.
 LF0380
 LF0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE976514(NAD 83)
 LF0380_MARKER: DB = BENCH MARK DISK
 LF0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0380_SP_SET: CONCRETE POST
 LF0380_STAMPING: L 210 1948
 LF0380_MARK LOGO: CGS   
 LF0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0380+STABILITY: SURFACE MOTION
 LF0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0380+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 LF0380
 LF0380  HISTORY     - Date     Condition        Report By
 LF0380  HISTORY     - 1948     MONUMENTED       CGS
 LF0380  HISTORY     - 1961     GOOD             NGS
 LF0380  HISTORY     - 19890815 GOOD             NGS
 LF0380
 LF0380                          STATION DESCRIPTION
 LF0380
 LF0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0380'AT CRAIG.
 LF0380'AT CRAIG, ABOUT 0.4 MILE SOUTHWEST OF THE CHICAGO, BURLINGTON
 LF0380'AND QUINCY RAILROAD, AT THE CRAIG AIRPORT, 85.7 FEET SOUTHWEST
 LF0380'OF BENCH MARK K 210, 51.0 FEET SOUTHEAST OF A POINT 80.0 FEET
 LF0380'SOUTHWEST OF THE CENTER LINE OF THE MAIN GATE, 1.3 FEET WEST
 LF0380'OF THE NORTHWEST CORNER OF THE HANGAR, SET IN THE TOP OF A
 LF0380'CONCRETE POST AND LEVEL WITH THE GROUND.  NOTE-- THE CRAIG
 LF0380'AIRPORT IS ON THE PROPERTY OF AND NEAR THE HOME OF MRS. SOPHIE
 LF0380'ALLEN.
 LF0380
 LF0380                          STATION RECOVERY (1961)
 LF0380
 LF0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0380'RECOVERED IN GOOD CONDITION.
 LF0380
 LF0380                          STATION RECOVERY (1989)
 LF0380
 LF0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0380'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 LF0380'AIRPORT HAS BEEN ABANDONED AND IS NOW A CORN FIELD, BUT ALL REFERENCE
 LF0380'POINTS ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1015 ***********************************************************************
 LF1015  DESIGNATION -  L 211
 LF1015  PID         -  LF1015
 LF1015  STATE/COUNTY-  MO/ATCHISON
 LF1015  USGS QUAD   -  HAMBURG (1984)
 LF1015
 LF1015                         *CURRENT SURVEY CONTROL
 LF1015  ___________________________________________________________________
 LF1015* NAD 83(1986)-  40 30 34.     (N)    095 39 33.     (W)     SCALED    
 LF1015* NAVD 88     -       276.332  (meters)     906.60   (feet)  ADJUSTED  
 LF1015  ___________________________________________________________________
 LF1015  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LF1015  DYNAMIC HT  -         276.185 (meters)     906.12  (feet)  COMP
 LF1015  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 LF1015
 LF1015  VERT ORDER  -  SECOND    CLASS 0
 LF1015
 LF1015.The horizontal coordinates were scaled from a topographic map and have
 LF1015.an estimated accuracy of +/- 6 seconds.
 LF1015
 LF1015.The orthometric height was determined by differential leveling
 LF1015.and adjusted by the National Geodetic Survey in June 1991..
 LF1015
 LF1015.The geoid height was determined by GEOID03.
 LF1015
 LF1015.The dynamic height is computed by dividing the NAVD 88
 LF1015.geopotential number by the normal gravity value computed on the
 LF1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1015.degrees latitude (g = 980.6199 gals.).
 LF1015
 LF1015.The modeled gravity was interpolated from observed gravity values.
 LF1015
 LF1015;                    North         East    Units  Estimated Accuracy
 LF1015;SPC MO W     -   482,680.      751,760.      MT  (+/- 180 meters Scaled)
 LF1015
 LF1015                          SUPERSEDED SURVEY CONTROL
 LF1015
 LF1015  NGVD 29 (??/??/92)  276.236  (m)          906.28   (f) ADJ UNCH    2 0
 LF1015
 LF1015.Superseded values are not recommended for survey control.
 LF1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1015.See file dsdata.txt to determine how the superseded data were derived.
 LF1015
 LF1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE746877(NAD 83)
 LF1015_MARKER: DB = BENCH MARK DISK
 LF1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1015_STAMPING: L 211 1948
 LF1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1015+STABILITY: SURFACE MOTION
 LF1015
 LF1015  HISTORY     - Date     Condition        Report By
 LF1015  HISTORY     - 1948     MONUMENTED       CGS
 LF1015  HISTORY     - 1961     GOOD             NGS
 LF1015
 LF1015                          STATION DESCRIPTION
 LF1015
 LF1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1015'4.2 MI W FROM WATSON.
 LF1015'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1015'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1015'2.2 MILES NORTH ALONG A DIRT ROAD, 0.15 MILE SOUTH OF A STEEL
 LF1015'BRIDGE OVER THE NISHNABOTNA RIVER, 83.3 FEET SOUTH OF THE 2ND
 LF1015'POWER LINE POLE SOUTH OF THE BRIDGE, 23.0 FEET WEST OF THE CENTER
 LF1015'LINE OF THE ROAD, 0.3 FOOT WEST OF A FENCE LINE, 1.4 FEET WEST
 LF1015'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF1015'WHICH IS FLUSH WITH THE GROUND.  NOTE-- STEEL BRIDGE IS
 LF1015'GONE-WITNESS POST IS GONE.
 LF1015
 LF1015                          STATION RECOVERY (1961)
 LF1015
 LF1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0415 ***********************************************************************
 LF0415  DESIGNATION -  L 212
 LF0415  PID         -  LF0415
 LF0415  STATE/COUNTY-  MO/HOLT
 LF0415  USGS QUAD   -  BIG LAKE (1981)
 LF0415
 LF0415                         *CURRENT SURVEY CONTROL
 LF0415  ___________________________________________________________________
 LF0415* NAD 83(1986)-  40 03 07.     (N)    095 21 04.     (W)     SCALED    
 LF0415* NAVD 88     -       261.531  (meters)     858.04   (feet)  ADJUSTED  
 LF0415  ___________________________________________________________________
 LF0415  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 LF0415  DYNAMIC HT  -         261.388 (meters)     857.57  (feet)  COMP
 LF0415  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 LF0415
 LF0415  VERT ORDER  -  SECOND    CLASS 0
 LF0415
 LF0415.The horizontal coordinates were scaled from a topographic map and have
 LF0415.an estimated accuracy of +/- 6 seconds.
 LF0415
 LF0415.The orthometric height was determined by differential leveling
 LF0415.and adjusted by the National Geodetic Survey in June 1991..
 LF0415
 LF0415.The geoid height was determined by GEOID03.
 LF0415
 LF0415.The dynamic height is computed by dividing the NAVD 88
 LF0415.geopotential number by the normal gravity value computed on the
 LF0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0415.degrees latitude (g = 980.6199 gals.).
 LF0415
 LF0415.The modeled gravity was interpolated from observed gravity values.
 LF0415
 LF0415;                    North         East    Units  Estimated Accuracy
 LF0415;SPC MO W     -   431,580.      777,380.      MT  (+/- 180 meters Scaled)
 LF0415
 LF0415                          SUPERSEDED SURVEY CONTROL
 LF0415
 LF0415  NGVD 29 (??/??/92)  261.467  (m)          857.83   (f) ADJ UNCH    2 0
 LF0415
 LF0415.Superseded values are not recommended for survey control.
 LF0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0415.See file dsdata.txt to determine how the superseded data were derived.
 LF0415
 LF0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE994361(NAD 83)
 LF0415_MARKER: DB = BENCH MARK DISK
 LF0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0415_STAMPING: L 212 1948
 LF0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0415+STABILITY: SURFACE MOTION
 LF0415
 LF0415  HISTORY     - Date     Condition        Report By
 LF0415  HISTORY     - 1948     MONUMENTED       CGS
 LF0415  HISTORY     - 1970     POOR             NGS
 LF0415  HISTORY     - 1975     POOR             USGS
 LF0415  HISTORY     - 19890814 MARK NOT FOUND   NGS
 LF0415
 LF0415                          STATION DESCRIPTION
 LF0415
 LF0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0415'1.8 MI W FROM FORTESCUE.
 LF0415'1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0415'FROM THE STATION AT FORTESCUE, APPROXIMATELY 300.0 FEET SOUTH
 LF0415'OF THE RAILROAD, AT THE FARMHOME OF I.M. CREWS, 119.0 FEET
 LF0415'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 159, 78.0 FEET WEST
 LF0415'OF THE SOUTHWEST CORNER OF THE CREWS DWELLING, 18.4 FEET WEST OF
 LF0415'THE CENTER LINE OF A PRIVATE DRIVE, 1.0 FOOT EAST OF A FENCE,
 LF0415'2.2 FEET SOUTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A
 LF0415'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LF0415'NOTE-- THE WITNESS POST IS GONE THE MARK IS 6 FEET SOUTH OF A
 LF0415'POWER POLE WITH A METER ATTACHED, 2 FEET EAST OF A NEW BOARD
 LF0415'FENCE, AND 1 INCH BELOW THE SURFACE OF THE GROUND.
 LF0415
 LF0415                          STATION RECOVERY (1970)
 LF0415
 LF0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LF0415'MARK RECOVERED IN POOR CONDITION.
 LF0415
 LF0415                          STATION RECOVERY (1975)
 LF0415
 LF0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0415'ADD TO CURRENT DESCRIPTION THE FOLLOWING 7 FT. S, AND 2 FT. E. OF A
 LF0415'POWERLINE POLE. 3 FT. E. OF A FENCE CORNER POST. OMIT 1 FT. E. OF A
 LF0415'FENCE. 2.2 FT. S. OF A 4X4 REFERENCE POST.
 LF0415
 LF0415                          STATION RECOVERY (1989)
 LF0415
 LF0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0398 ***********************************************************************
 KD0398  DESIGNATION -  L 213
 KD0398  PID         -  KD0398
 KD0398  STATE/COUNTY-  MO/SALINE
 KD0398  USGS QUAD   -  MIAMI STATION (1978)
 KD0398
 KD0398                         *CURRENT SURVEY CONTROL
 KD0398  ___________________________________________________________________
 KD0398* NAD 83(1986)-  39 16 37.     (N)    093 17 22.     (W)     SCALED    
 KD0398* NAVD 88     -       197.485  (meters)     647.92   (feet)  POSTED    
 KD0398  ___________________________________________________________________
 KD0398  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0398  DYNAMIC HT  -         197.360 (meters)     647.51  (feet)  COMP
 KD0398  MODELED GRAV-     980,016.8   (mgal)                       NAVD 88
 KD0398
 KD0398  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0398
 KD0398.The horizontal coordinates were scaled from a topographic map and have
 KD0398.an estimated accuracy of +/- 6 seconds.
 KD0398
 KD0398.The orthometric height was determined by differential leveling
 KD0398.and adjusted by the National Geodetic Survey in 1992..
 KD0398.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0398.rate of 2.1 thru 3.0 mm/km.
 KD0398
 KD0398.The geoid height was determined by GEOID03.
 KD0398
 KD0398.The dynamic height is computed by dividing the NAVD 88
 KD0398.geopotential number by the normal gravity value computed on the
 KD0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0398.degrees latitude (g = 980.6199 gals.).
 KD0398
 KD0398.The modeled gravity was interpolated from observed gravity values.
 KD0398
 KD0398;                    North         East    Units  Estimated Accuracy
 KD0398;SPC MO C     -   382,470.      431,890.      MT  (+/- 180 meters Scaled)
 KD0398
 KD0398                          SUPERSEDED SURVEY CONTROL
 KD0398
 KD0398  NGVD 29 (??/??/92)  197.442  (m)          647.77   (f) ADJ UNCH    1 2
 KD0398
 KD0398.Superseded values are not recommended for survey control.
 KD0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0398.See file dsdata.txt to determine how the superseded data were derived.
 KD0398
 KD0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD750475(NAD 83)
 KD0398_MARKER: DB = BENCH MARK DISK
 KD0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0398_STAMPING: L 213 1948
 KD0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0398+STABILITY: SURFACE MOTION
 KD0398
 KD0398  HISTORY     - Date     Condition        Report By
 KD0398  HISTORY     - 1948     MONUMENTED       CGS
 KD0398
 KD0398                          STATION DESCRIPTION
 KD0398
 KD0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0398'7.1 MI SW FROM MIAMI.
 KD0398'1.0 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
 KD0398'MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE 0.4
 KD0398'MILE WEST, 0.5 MILE SOUTH, 0.2 MILE WEST, 0.2 MILE SOUTH, 0.3
 KD0398'MILE WEST AND 0.7 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.9 MILE
 KD0398'NORTHWEST ALONG THE COON HOLLOW ROAD, THENCE 1.2 MILE SOUTHWEST
 KD0398'ALONG A ROAD FOLLOWING THE FOOT OF THE BLUFF, THENCE 0.3 MILE WEST
 KD0398'ALONG A ROAD FOLLOWING A LEVEE, THENCE 0.5 MILE SOUTH ALONG A ROAD
 KD0398'FOLLOWING THE VAN METER DRAINAGE DITCH, THENCE 0.9 MILE WEST ALONG
 KD0398'A DIRT ROAD, IN THE SOUTHWEST CORNER OF THE YARD AT THE FARM
 KD0398'HOME OF PAUL BAKER, 83.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KD0398'OF THE FARM HOME, 25.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KD0398'38.0 FEET SOUTHWEST OF A 40-INCH OAK TREE, 4.6 FEET EAST OF THE
 KD0398'SOUTHWEST CORNER OF THE YARD, 1.0 FOOT SOUTH OF A FENCE, 2.0
 KD0398'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 KD0398'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0198 ***********************************************************************
 KD0198  DESIGNATION -  L 214
 KD0198  PID         -  KD0198
 KD0198  STATE/COUNTY-  MO/SALINE
 KD0198  USGS QUAD   -  CAMBRIDGE (1978)
 KD0198
 KD0198                         *CURRENT SURVEY CONTROL
 KD0198  ___________________________________________________________________
 KD0198* NAD 83(1986)-  39 16 25.     (N)    092 59 12.     (W)     SCALED    
 KD0198* NAVD 88     -       210.349  (meters)     690.12   (feet)  ADJUSTED  
 KD0198  ___________________________________________________________________
 KD0198  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KD0198  DYNAMIC HT  -         210.221 (meters)     689.70  (feet)  COMP
 KD0198  MODELED GRAV-     980,016.7   (mgal)                       NAVD 88
 KD0198
 KD0198  VERT ORDER  -  FIRST     CLASS II
 KD0198
 KD0198.The horizontal coordinates were scaled from a topographic map and have
 KD0198.an estimated accuracy of +/- 6 seconds.
 KD0198
 KD0198.The orthometric height was determined by differential leveling
 KD0198.and adjusted by the National Geodetic Survey in June 1991..
 KD0198
 KD0198.The geoid height was determined by GEOID03.
 KD0198
 KD0198.The dynamic height is computed by dividing the NAVD 88
 KD0198.geopotential number by the normal gravity value computed on the
 KD0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0198.degrees latitude (g = 980.6199 gals.).
 KD0198
 KD0198.The modeled gravity was interpolated from observed gravity values.
 KD0198
 KD0198;                    North         East    Units  Estimated Accuracy
 KD0198;SPC MO C     -   381,920.      458,010.      MT  (+/- 180 meters Scaled)
 KD0198
 KD0198                          SUPERSEDED SURVEY CONTROL
 KD0198
 KD0198  NGVD 29 (??/??/92)  210.324  (m)          690.04   (f) ADJ UNCH    1 2
 KD0198
 KD0198.Superseded values are not recommended for survey control.
 KD0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0198.See file dsdata.txt to determine how the superseded data were derived.
 KD0198
 KD0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD011471(NAD 83)
 KD0198_MARKER: DB = BENCH MARK DISK
 KD0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0198_STAMPING: L 214 1948
 KD0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0198+STABILITY: SURFACE MOTION
 KD0198
 KD0198  HISTORY     - Date     Condition        Report By
 KD0198  HISTORY     - 1948     MONUMENTED       CGS
 KD0198
 KD0198                          STATION DESCRIPTION
 KD0198
 KD0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0198'2.6 MI SE FROM NEW FRANKFORT.
 KD0198'1.75 MILES SOUTH ALONG COUNTY ROAD M FROM THE EVANGELICAL CHURCH
 KD0198'AT NEW FRANKFORT, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE
 KD0198'0.65 MILE SOUTHEAST ALONG A DIRT ROAD, ABOUT 0.3 MILE NORTHWEST
 KD0198'OF A STEEL BRIDGE OVER A STREAM, AT THE FARM HOME OF T.M. WILKES,
 KD0198'SET IN THE NORTHWEST CORNER OF THE FARM YARD, 39.0 FEET NORTHWEST
 KD0198'OF THE NORTHWEST CORNER OF THE HOUSE, 27.0 FEET SOUTH OF THE
 KD0198'CENTER LINE OF THE ROAD, 8.0 FEET EAST OF THE CENTER LINE OF
 KD0198'A PRIVATE DRIVE, 7.0 FEET NORTH OF A 6-INCH ELM TREE, SET IN
 KD0198'THE TOP OF A CONCRETE POST WHICH IF FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0406 ***********************************************************************
 KE0406  DESIGNATION -  L 215
 KE0406  PID         -  KE0406
 KE0406  STATE/COUNTY-  MO/ANDREW
 KE0406  USGS QUAD   -  AMAZONIA (1972)
 KE0406
 KE0406                         *CURRENT SURVEY CONTROL
 KE0406  ___________________________________________________________________
 KE0406* NAD 83(1986)-  39 53 41.     (N)    094 54 36.     (W)     SCALED    
 KE0406* NAVD 88     -       254.451  (meters)     834.81   (feet)  ADJUSTED  
 KE0406  ___________________________________________________________________
 KE0406  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KE0406  DYNAMIC HT  -         254.306 (meters)     834.34  (feet)  COMP
 KE0406  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 KE0406
 KE0406  VERT ORDER  -  FIRST     CLASS II
 KE0406
 KE0406.The horizontal coordinates were scaled from a topographic map and have
 KE0406.an estimated accuracy of +/- 6 seconds.
 KE0406
 KE0406.The orthometric height was determined by differential leveling
 KE0406.and adjusted by the National Geodetic Survey in June 1991..
 KE0406
 KE0406.The geoid height was determined by GEOID03.
 KE0406
 KE0406.The dynamic height is computed by dividing the NAVD 88
 KE0406.geopotential number by the normal gravity value computed on the
 KE0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0406.degrees latitude (g = 980.6199 gals.).
 KE0406
 KE0406.The modeled gravity was interpolated from observed gravity values.
 KE0406
 KE0406;                    North         East    Units  Estimated Accuracy
 KE0406;SPC MO W     -   413,860.      814,940.      MT  (+/- 180 meters Scaled)
 KE0406
 KE0406                          SUPERSEDED SURVEY CONTROL
 KE0406
 KE0406  NGVD 29 (??/??/92)  254.355  (m)          834.50   (f) ADJ UNCH    1 2
 KE0406
 KE0406.Superseded values are not recommended for survey control.
 KE0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0406.See file dsdata.txt to determine how the superseded data were derived.
 KE0406
 KE0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE367178(NAD 83)
 KE0406_MARKER: DB = BENCH MARK DISK
 KE0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0406_SP_SET: CULVERT
 KE0406_STAMPING: L 215 1948
 KE0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0406
 KE0406  HISTORY     - Date     Condition        Report By
 KE0406  HISTORY     - 1948     MONUMENTED       CGS
 KE0406  HISTORY     - 1961     GOOD             NGS
 KE0406  HISTORY     - 19890815 MARK NOT FOUND   NGS
 KE0406
 KE0406                          STATION DESCRIPTION
 KE0406
 KE0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0406'1.6 MI NW FROM AMAZONIA.
 KE0406'1.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0406'RAILROAD FROM THE STATION AT AMAZONIA, 8 RAILS SOUTHEAST OF A
 KE0406'PUBLIC ROAD CROSSING, AT A ROCK CRUSHER AND LOADING PLATFORMS,
 KE0406'SET IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF CULVERT
 KE0406'NO. 73.84, 3.8 FEET NORTHWEST OF THE SOUTHEAST END AND 0.6 FOOT
 KE0406'NORTHEAST OF THE SOUTHWEST EDGE OF THE HEADWALL, 3.0 FEET
 KE0406'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MOST SOUTHWESTERLY TRACK,
 KE0406'LEVEL WITH THE TOP OF THE RAILS.
 KE0406
 KE0406                          STATION RECOVERY (1961)
 KE0406
 KE0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0406'RECOVERED IN GOOD CONDITION.
 KE0406
 KE0406                          STATION RECOVERY (1989)
 KE0406
 KE0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0465 ***********************************************************************
 KE0465  DESIGNATION -  L 216
 KE0465  PID         -  KE0465
 KE0465  STATE/COUNTY-  MO/BUCHANAN
 KE0465  USGS QUAD   -  ATCHISON EAST (1984)
 KE0465
 KE0465                         *CURRENT SURVEY CONTROL
 KE0465  ___________________________________________________________________
 KE0465* NAD 83(1986)-  39 35 15.     (N)    095 01 50.     (W)     SCALED    
 KE0465* NAVD 88     -       245.125  (meters)     804.21   (feet)  ADJUSTED  
 KE0465  ___________________________________________________________________
 KE0465  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KE0465  DYNAMIC HT  -         244.979 (meters)     803.74  (feet)  COMP
 KE0465  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 KE0465
 KE0465  VERT ORDER  -  FIRST     CLASS II
 KE0465
 KE0465.The horizontal coordinates were scaled from a topographic map and have
 KE0465.an estimated accuracy of +/- 6 seconds.
 KE0465
 KE0465.The orthometric height was determined by differential leveling
 KE0465.and adjusted by the National Geodetic Survey in June 1991..
 KE0465
 KE0465.The geoid height was determined by GEOID03.
 KE0465
 KE0465.The dynamic height is computed by dividing the NAVD 88
 KE0465.geopotential number by the normal gravity value computed on the
 KE0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0465.degrees latitude (g = 980.6199 gals.).
 KE0465
 KE0465.The modeled gravity was interpolated from observed gravity values.
 KE0465
 KE0465;                    North         East    Units  Estimated Accuracy
 KE0465;SPC MO W     -   379,810.      804,430.      MT  (+/- 180 meters Scaled)
 KE0465
 KE0465                          SUPERSEDED SURVEY CONTROL
 KE0465
 KE0465  NGVD 29 (??/??/92)  245.022  (m)          803.88   (f) ADJ UNCH    1 2
 KE0465
 KE0465.Superseded values are not recommended for survey control.
 KE0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0465.See file dsdata.txt to determine how the superseded data were derived.
 KE0465
 KE0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD256839(NAD 83)
 KE0465_MARKER: DB = BENCH MARK DISK
 KE0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0465_STAMPING: L 216 1948
 KE0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0465+STABILITY: SURFACE MOTION
 KE0465
 KE0465  HISTORY     - Date     Condition        Report By
 KE0465  HISTORY     - 1948     MONUMENTED       CGS
 KE0465  HISTORY     - 1958     GOOD             NGS
 KE0465  HISTORY     - 19890728 MARK NOT FOUND   NGS
 KE0465
 KE0465                          STATION DESCRIPTION
 KE0465
 KE0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0465'AT RUSHVILLE.
 KE0465'AT RUSHVILLE, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 KE0465'274.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE
 KE0465'NO. 46.21 OVER THE RUSHVILLE DRAIN, 138.0 FEET NORTHEAST OF
 KE0465'THE RUSHVILLE, MO. SIGN POST ON THE ROCK ISLAND TRACK, 72.5
 KE0465'FEET EAST OF THE SOUTHEAST CORNER OF THE BURLINGTON STATION,
 KE0465'38.0 FEET EAST OF THE EAST RAIL OF THE SECOND TRACK EAST OF
 KE0465'THE STATION, 90.8 FEET WEST OF THE 4TH. TRACK EAST OF THE
 KE0465'STATION, 87.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 KE0465'SMALL COAL SHED, 123.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KE0465'OF A SECTION CAR BUILDING, 2.2 FEET NORTH OF A POLE, 1.4 FEET
 KE0465'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 KE0465'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0465
 KE0465                          STATION RECOVERY (1958)
 KE0465
 KE0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0465'RECOVERED IN GOOD CONDITION.
 KE0465
 KE0465                          STATION RECOVERY (1989)
 KE0465
 KE0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0587 ***********************************************************************
 KD0587  DESIGNATION -  L 217
 KD0587  PID         -  KD0587
 KD0587  STATE/COUNTY-  MO/LAFAYETTE
 KD0587  USGS QUAD   -  DOVER (1978)
 KD0587
 KD0587                         *CURRENT SURVEY CONTROL
 KD0587  ___________________________________________________________________
 KD0587* NAD 83(1986)-  39 12 16.     (N)    093 43 26.     (W)     SCALED    
 KD0587* NAVD 88     -       210.387  (meters)     690.24   (feet)  ADJUSTED  
 KD0587  ___________________________________________________________________
 KD0587  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0587  DYNAMIC HT  -         210.257 (meters)     689.82  (feet)  COMP
 KD0587  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 KD0587
 KD0587  VERT ORDER  -  FIRST     CLASS II
 KD0587
 KD0587.The horizontal coordinates were scaled from a topographic map and have
 KD0587.an estimated accuracy of +/- 6 seconds.
 KD0587
 KD0587.The orthometric height was determined by differential leveling
 KD0587.and adjusted by the National Geodetic Survey in June 1991..
 KD0587.WARNING-Repeat measurements at this control monument indicate possible
 KD0587.vertical movement.
 KD0587
 KD0587.The geoid height was determined by GEOID03.
 KD0587
 KD0587.The dynamic height is computed by dividing the NAVD 88
 KD0587.geopotential number by the normal gravity value computed on the
 KD0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0587.degrees latitude (g = 980.6199 gals.).
 KD0587
 KD0587.The modeled gravity was interpolated from observed gravity values.
 KD0587
 KD0587;                    North         East    Units  Estimated Accuracy
 KD0587;SPC MO W     -   337,430.      917,030.      MT  (+/- 180 meters Scaled)
 KD0587
 KD0587                          SUPERSEDED SURVEY CONTROL
 KD0587
 KD0587  NGVD 29 (??/??/92)  210.282  (m)          689.90   (f) ADJ UNCH    1 2
 KD0587
 KD0587.Superseded values are not recommended for survey control.
 KD0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0587.See file dsdata.txt to determine how the superseded data were derived.
 KD0587
 KD0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD374397(NAD 83)
 KD0587_MARKER: DB = BENCH MARK DISK
 KD0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0587_STAMPING: L 217 1948
 KD0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0587+STABILITY: SURFACE MOTION
 KD0587
 KD0587  HISTORY     - Date     Condition        Report By
 KD0587  HISTORY     - 1948     MONUMENTED       CGS
 KD0587  HISTORY     - 1962     GOOD             NGS
 KD0587  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0587
 KD0587                          STATION DESCRIPTION
 KD0587
 KD0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0587'12.2 MI W FROM WAVERLY.
 KD0587'12.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0587'SOUTH END OF THE U.S. HIGHWAY 65 BRIDGE OVER THE MISSOURI RIVER
 KD0587'AT WAVERLY, 1 1/2 POLES EAST ACROSS THE TRACK FROM MILEPOST NO.
 KD0587'236-20, AT A PRIVATE ROAD CROSSING, 38.5 FEET SOUTH OF THE
 KD0587'SOUTH RAIL, 10 FEET EAST OF THE CENTERLINE OF THE ROAD, 3.0 FEET
 KD0587'EAST OF THE CENTER OF THE EAST GATE POST FOR A GATE, 0.8 FOOT
 KD0587'SOUTH OF A RIGHT-OF-WAY FENCE, 1.4 FEET WEST OF A WITNESS POST,
 KD0587'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 KD0587'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 KD0587
 KD0587                          STATION RECOVERY (1986)
 KD0587
 KD0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0107 ***********************************************************************
 KE0107  DESIGNATION -  L 218
 KE0107  PID         -  KE0107
 KE0107  STATE/COUNTY-  MO/JACKSON
 KE0107  USGS QUAD   -  INDEPENDENCE (1990)
 KE0107
 KE0107                         *CURRENT SURVEY CONTROL
 KE0107  ___________________________________________________________________
 KE0107* NAD 83(1986)-  39 06 48.     (N)    094 28 47.     (W)     SCALED    
 KE0107* NAVD 88     -       228.118  (meters)     748.42   (feet)  ADJUSTED  
 KE0107  ___________________________________________________________________
 KE0107  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KE0107  DYNAMIC HT  -         227.972 (meters)     747.94  (feet)  COMP
 KE0107  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 KE0107
 KE0107  VERT ORDER  -  FIRST     CLASS II
 KE0107
 KE0107.The horizontal coordinates were scaled from a topographic map and have
 KE0107.an estimated accuracy of +/- 6 seconds.
 KE0107
 KE0107.The orthometric height was determined by differential leveling
 KE0107.and adjusted by the National Geodetic Survey in June 1991..
 KE0107
 KE0107.The geoid height was determined by GEOID03.
 KE0107
 KE0107.The dynamic height is computed by dividing the NAVD 88
 KE0107.geopotential number by the normal gravity value computed on the
 KE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0107.degrees latitude (g = 980.6199 gals.).
 KE0107
 KE0107.The modeled gravity was interpolated from observed gravity values.
 KE0107
 KE0107;                    North         East    Units  Estimated Accuracy
 KE0107;SPC MO W     -   327,030.      851,750.      MT  (+/- 180 meters Scaled)
 KE0107
 KE0107                          SUPERSEDED SURVEY CONTROL
 KE0107
 KE0107  NGVD 29 (??/??/92)  228.039  (m)          748.16   (f) ADJ UNCH    1 2
 KE0107
 KE0107.Superseded values are not recommended for survey control.
 KE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0107.See file dsdata.txt to determine how the superseded data were derived.
 KE0107
 KE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD720303(NAD 83)
 KE0107_MARKER: DB = BENCH MARK DISK
 KE0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0107_SP_SET: PIER
 KE0107_STAMPING: L 218 1948
 KE0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0107
 KE0107  HISTORY     - Date     Condition        Report By
 KE0107  HISTORY     - 1948     MONUMENTED       CGS
 KE0107  HISTORY     - 1960     GOOD             NGS
 KE0107  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0107
 KE0107                          STATION DESCRIPTION
 KE0107
 KE0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0107'2.5 MI SW FROM SUGAR CREEK.
 KE0107'2.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0107'RAILWAY FROM THE STATION AT SUGAR CREEK, IN THE A.T. AND S.FE.RY.
 KE0107'BRIDGE NO. 444 D OVER THE MISSOURI PACIFIC RAILROAD, SET VERTICALLY
 KE0107'IN THE NORTH FACE AT THE EAST END OF THE CONCRETE PIER, ABOUT
 KE0107'500.0 FEET SOUTHEAST OF K.C. TERMINAL TOWER 9, ROCK CREEK
 KE0107'JCT., 33.4 FEET SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC
 KE0107'MOST SOUTHERLY TRACK, 3.5 FEET ABOVE GROUND LEVEL, 1.5 FEET
 KE0107'WEST OF THE NORTHEAST CORNER OF THE PIER.
 KE0107
 KE0107                          STATION RECOVERY (1960)
 KE0107
 KE0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0107'RECOVERED IN GOOD CONDITION.
 KE0107
 KE0107                          STATION RECOVERY (1986)
 KE0107
 KE0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0077 ***********************************************************************
 KE0077  DESIGNATION -  L 219
 KE0077  PID         -  KE0077
 KE0077  STATE/COUNTY-  MO/JACKSON
 KE0077  USGS QUAD   -  MISSOURI CITY (1990)
 KE0077
 KE0077                         *CURRENT SURVEY CONTROL
 KE0077  ___________________________________________________________________
 KE0077* NAD 83(1986)-  39 12 12.     (N)    094 15 02.     (W)     SCALED    
 KE0077* NAVD 88     -       218.527  (meters)     716.95   (feet)  ADJUSTED  
 KE0077  ___________________________________________________________________
 KE0077  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE0077  DYNAMIC HT  -         218.390 (meters)     716.50  (feet)  COMP
 KE0077  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 KE0077
 KE0077  VERT ORDER  -  FIRST     CLASS II
 KE0077
 KE0077.The horizontal coordinates were scaled from a topographic map and have
 KE0077.an estimated accuracy of +/- 6 seconds.
 KE0077
 KE0077.The orthometric height was determined by differential leveling
 KE0077.and adjusted by the National Geodetic Survey in June 1991..
 KE0077
 KE0077.The geoid height was determined by GEOID03.
 KE0077
 KE0077.The dynamic height is computed by dividing the NAVD 88
 KE0077.geopotential number by the normal gravity value computed on the
 KE0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0077.degrees latitude (g = 980.6199 gals.).
 KE0077
 KE0077.The modeled gravity was interpolated from observed gravity values.
 KE0077
 KE0077;                    North         East    Units  Estimated Accuracy
 KE0077;SPC MO W     -   337,050.      871,550.      MT  (+/- 180 meters Scaled)
 KE0077
 KE0077                          SUPERSEDED SURVEY CONTROL
 KE0077
 KE0077  NGVD 29 (??/??/92)  218.446  (m)          716.68   (f) ADJ UNCH    1 2
 KE0077
 KE0077.Superseded values are not recommended for survey control.
 KE0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0077.See file dsdata.txt to determine how the superseded data were derived.
 KE0077
 KE0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD920400(NAD 83)
 KE0077_MARKER: DB = BENCH MARK DISK
 KE0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0077_SP_SET: BRIDGE
 KE0077_STAMPING: L 219 1948
 KE0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0077
 KE0077  HISTORY     - Date     Condition        Report By
 KE0077  HISTORY     - 1948     MONUMENTED       CGS
 KE0077  HISTORY     - 1960     GOOD             NGS
 KE0077  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0077
 KE0077                          STATION DESCRIPTION
 KE0077
 KE0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0077'3.2 MI NE FROM ATHERTON.
 KE0077'3.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0077'RAILWAY FROM THE STATION AT ATHERTON, 3.9 MILES NORTHWEST OF
 KE0077'THE STATION AT SIBLEY, 0.9 MILE NORTHEAST OF BRIDGE NO. 431 B
 KE0077'OVER LITTLE BLUE RIVER, SET IN THE NORTH POINT OF THE MOST
 KE0077'WESTERLY ONE OF TWO CONCRETE PIERS OF BRIDGE NO. 430 B, 6.5
 KE0077'FEET NORTH OF THE NORTH RAIL OF THE MOST NORTHERLY TRACK, 0.7
 KE0077'FOOT SOUTHEAST OF THE NORTHWEST FACE, 0.6 FOOT SOUTHWEST OF THE
 KE0077'NORTHEAST FACE AND 0.7 FOOT SOUTH OF THE NORTH POINT OF THE
 KE0077'PIER, ABOUT 8.0 FEET BELOW TRACK LEVEL.
 KE0077
 KE0077                          STATION RECOVERY (1960)
 KE0077
 KE0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0077'RECOVERED IN GOOD CONDITION.
 KE0077
 KE0077                          STATION RECOVERY (1986)
 KE0077
 KE0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0830 ***********************************************************************
 HD0830  DESIGNATION -  L 22
 HD0830  PID         -  HD0830
 HD0830  STATE/COUNTY-  MO/ST CLAIR
 HD0830  USGS QUAD   -  VISTA (1991)
 HD0830
 HD0830                         *CURRENT SURVEY CONTROL
 HD0830  ___________________________________________________________________
 HD0830* NAD 83(1986)-  37 57 36.     (N)    093 38 36.     (W)     SCALED    
 HD0830* NAVD 88     -       288.147  (meters)     945.36   (feet)  POSTED    
 HD0830  ___________________________________________________________________
 HD0830  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 HD0830  DYNAMIC HT  -         287.930 (meters)     944.65  (feet)  COMP
 HD0830  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 HD0830
 HD0830  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HD0830
 HD0830.The horizontal coordinates were scaled from a topographic map and have
 HD0830.an estimated accuracy of +/- 6 seconds.
 HD0830
 HD0830.The orthometric height was determined by differential leveling
 HD0830.and adjusted by the National Geodetic Survey in 1992..
 HD0830.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HD0830.rate greater than 8.0 mm/km.
 HD0830
 HD0830.The geoid height was determined by GEOID03.
 HD0830
 HD0830.The dynamic height is computed by dividing the NAVD 88
 HD0830.geopotential number by the normal gravity value computed on the
 HD0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0830.degrees latitude (g = 980.6199 gals.).
 HD0830
 HD0830.The modeled gravity was interpolated from observed gravity values.
 HD0830
 HD0830;                    North         East    Units  Estimated Accuracy
 HD0830;SPC MO W     -   199,360.      925,280.      MT  (+/- 180 meters Scaled)
 HD0830
 HD0830                          SUPERSEDED SURVEY CONTROL
 HD0830
 HD0830.No superseded survey control is available for this station.
 HD0830
 HD0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC434015(NAD 83)
 HD0830_MARKER: DB = BENCH MARK DISK
 HD0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0830_STAMPING: L 22 1934
 HD0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0830+STABILITY: SURFACE MOTION
 HD0830
 HD0830  HISTORY     - Date     Condition        Report By
 HD0830  HISTORY     - 1934     MONUMENTED       CGS
 HD0830
 HD0830                          STATION DESCRIPTION
 HD0830
 HD0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0830'2.4 MI S FROM VISTA.
 HD0830'2.4 MILES SOUTH ALONG THE ABANDONED ST. LOUIS-SAN FRANCISCO RAILWAY
 HD0830'FROM VISTA, ST. CLAIR COUNTY, 210 FEET EAST OF THE CENTERLINE OF
 HD0830'STATE HIGHWAY 13, AND 40 FEET EAST OF THE CENTERLINE OF THE OLD
 HD0830'ROADBED.  A STANDARD DISK, STAMPED L 22 1934 AND SET IN THE TOP
 HD0830'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0630 ***********************************************************************
 KD0630  DESIGNATION -  L 220
 KD0630  PID         -  KD0630
 KD0630  STATE/COUNTY-  MO/RAY
 KD0630  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0630
 KD0630                         *CURRENT SURVEY CONTROL
 KD0630  ___________________________________________________________________
 KD0630* NAD 83(1986)-  39 13 34.     (N)    093 55 39.     (W)     SCALED    
 KD0630* NAVD 88     -       211.177  (meters)     692.84   (feet)  ADJUSTED  
 KD0630  ___________________________________________________________________
 KD0630  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0630  DYNAMIC HT  -         211.046 (meters)     692.41  (feet)  COMP
 KD0630  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 KD0630
 KD0630  VERT ORDER  -  FIRST     CLASS II
 KD0630
 KD0630.The horizontal coordinates were scaled from a topographic map and have
 KD0630.an estimated accuracy of +/- 6 seconds.
 KD0630
 KD0630.The orthometric height was determined by differential leveling
 KD0630.and adjusted by the National Geodetic Survey in June 1991..
 KD0630
 KD0630.The geoid height was determined by GEOID03.
 KD0630
 KD0630.The dynamic height is computed by dividing the NAVD 88
 KD0630.geopotential number by the normal gravity value computed on the
 KD0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0630.degrees latitude (g = 980.6199 gals.).
 KD0630
 KD0630.The modeled gravity was interpolated from observed gravity values.
 KD0630
 KD0630;                    North         East    Units  Estimated Accuracy
 KD0630;SPC MO W     -   339,710.      899,430.      MT  (+/- 180 meters Scaled)
 KD0630
 KD0630                          SUPERSEDED SURVEY CONTROL
 KD0630
 KD0630  NGVD 29 (??/??/92)  211.088  (m)          692.54   (f) ADJ UNCH    1 2
 KD0630
 KD0630.Superseded values are not recommended for survey control.
 KD0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0630.See file dsdata.txt to determine how the superseded data were derived.
 KD0630
 KD0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD199422(NAD 83)
 KD0630_MARKER: DB = BENCH MARK DISK
 KD0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0630_STAMPING: L 220 1948
 KD0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0630+STABILITY: SURFACE MOTION
 KD0630
 KD0630  HISTORY     - Date     Condition        Report By
 KD0630  HISTORY     - 1948     MONUMENTED       CGS
 KD0630  HISTORY     - 1958     GOOD             NGS
 KD0630  HISTORY     - 19960909 GOOD             MODNR
 KD0630
 KD0630                          STATION DESCRIPTION
 KD0630
 KD0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0630'0.5 MI SE FROM HENRIETTA.
 KD0630'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 13 FROM THE ATCHISON,
 KD0630'TOPEKA AND SANTA FE RAILWAY STATION AT HENRIETTA, IN THE WEST
 KD0630'QUARTER OF A ROAD CROSSING, 93.7 FEET NORTHWEST OF THE NORTH
 KD0630'CORNER OF A SERVICE STATION, AT THE EAST CORNER OF A CULTIVATED
 KD0630'FIELD, 55.0 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL
 KD0630'ROAD LEADING SOUTHWEST, 32.0 FEET SOUTHWEST OF THE CENTER LINE
 KD0630'OF THE HIGHWAY, 0.6 FOOT WEST OF THE WEST CORNER OF A CONCRETE
 KD0630'BASE OF A STEEL POWER LINE TOWER, 1.3 FEET SOUTHWEST OF A
 KD0630'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KD0630'0.5 FOOT ABOVE THE GROUND AND LEVEL WITH THE CONCRETE BASE
 KD0630'OF THE TOWER.
 KD0630
 KD0630                          STATION RECOVERY (1958)
 KD0630
 KD0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KD0630'RECOVERED IN GOOD CONDITION.
 KD0630
 KD0630                          STATION RECOVERY (1996)
 KD0630
 KD0630'RECOVERY NOTE BY MO DEPT OF NAT RES 1996 (MJC)
 KD0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0078 ***********************************************************************
 JD0078  DESIGNATION -  L 221
 JD0078  PID         -  JD0078
 JD0078  STATE/COUNTY-  MO/MONITEAU
 JD0078  USGS QUAD   -  JAMESTOWN (1969)
 JD0078
 JD0078                         *CURRENT SURVEY CONTROL
 JD0078  ___________________________________________________________________
 JD0078* NAD 83(1986)-  38 45 40.     (N)    092 24 44.     (W)     SCALED    
 JD0078* NAVD 88     -       177.428  (meters)     582.11   (feet)  ADJUSTED  
 JD0078  ___________________________________________________________________
 JD0078  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0078  DYNAMIC HT  -         177.310 (meters)     581.72  (feet)  COMP
 JD0078  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 JD0078
 JD0078  VERT ORDER  -  FIRST     CLASS II
 JD0078
 JD0078.The horizontal coordinates were scaled from a topographic map and have
 JD0078.an estimated accuracy of +/- 6 seconds.
 JD0078
 JD0078.The orthometric height was determined by differential leveling
 JD0078.and adjusted by the National Geodetic Survey in June 1991..
 JD0078
 JD0078.The geoid height was determined by GEOID03.
 JD0078
 JD0078.The dynamic height is computed by dividing the NAVD 88
 JD0078.geopotential number by the normal gravity value computed on the
 JD0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0078.degrees latitude (g = 980.6199 gals.).
 JD0078
 JD0078.The modeled gravity was interpolated from observed gravity values.
 JD0078
 JD0078;                    North         East    Units  Estimated Accuracy
 JD0078;SPC MO C     -   324,920.      507,630.      MT  (+/- 180 meters Scaled)
 JD0078
 JD0078                          SUPERSEDED SURVEY CONTROL
 JD0078
 JD0078  NGVD 29 (??/??/92)  177.381  (m)          581.96   (f) ADJ UNCH    1 2
 JD0078
 JD0078.Superseded values are not recommended for survey control.
 JD0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0078.See file dsdata.txt to determine how the superseded data were derived.
 JD0078
 JD0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC510904(NAD 83)
 JD0078_MARKER: DB = BENCH MARK DISK
 JD0078_SETTING: 66 = SET IN ROCK OUTCROP
 JD0078_SP_SET: ROCK OUTCROP
 JD0078_STAMPING: L 221 1948
 JD0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD0078+STABILITY: POSITION/ELEVATION WELL
 JD0078
 JD0078  HISTORY     - Date     Condition        Report By
 JD0078  HISTORY     - 1948     MONUMENTED       CGS
 JD0078  HISTORY     - 1968     MARK NOT FOUND   NGS
 JD0078  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0078
 JD0078                          STATION DESCRIPTION
 JD0078
 JD0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0078'0.8 MI N FROM SANDY HOOK.
 JD0078'0.8 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0078'STATION AT SANDY HOOK, ABOUT 0.1 MILE DUE EAST OF A FARMHOUSE
 JD0078'LOCATED ON THE TOP OF A HILL, SET IN THE TOP OF A SANDSTONE
 JD0078'ROCK OUTCROP, 183.0 FEET NORTHWEST OF POLE NO. E 58 WHICH IS
 JD0078'THE SECOND POLE ON THE EAST SIDE OF THE TRACK AND NORTH OF POLE
 JD0078'NO. 144-20, 143.0 FEET WEST OF THE WEST RAIL OF THE TRACK,
 JD0078'ABOUT 14.0 FEET ABOVE TRACK LEVEL, 7.8 FEET SOUTH OF A REFERENCE
 JD0078'POST, ON THE SOUTHEAST SLOPE OF A HILL.
 JD0078
 JD0078                          STATION RECOVERY (1968)
 JD0078
 JD0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JD0078'MARK NOT FOUND.
 JD0078
 JD0078                          STATION RECOVERY (1986)
 JD0078
 JD0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0146 ***********************************************************************
 KD0146  DESIGNATION -  L 222
 KD0146  PID         -  KD0146
 KD0146  STATE/COUNTY-  MO/HOWARD
 KD0146  USGS QUAD   -  FRANKLIN (1971)
 KD0146
 KD0146                         *CURRENT SURVEY CONTROL
 KD0146  ___________________________________________________________________
 KD0146* NAD 83(1986)-  39 01 57.     (N)    092 51 39.     (W)     SCALED    
 KD0146* NAVD 88     -       186.662  (meters)     612.41   (feet)  ADJUSTED  
 KD0146  ___________________________________________________________________
 KD0146  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD0146  DYNAMIC HT  -         186.544 (meters)     612.02  (feet)  COMP
 KD0146  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 KD0146
 KD0146  VERT ORDER  -  FIRST     CLASS II
 KD0146
 KD0146.The horizontal coordinates were scaled from a topographic map and have
 KD0146.an estimated accuracy of +/- 6 seconds.
 KD0146
 KD0146.The orthometric height was determined by differential leveling
 KD0146.and adjusted by the National Geodetic Survey in June 1991..
 KD0146
 KD0146.The geoid height was determined by GEOID03.
 KD0146
 KD0146.The dynamic height is computed by dividing the NAVD 88
 KD0146.geopotential number by the normal gravity value computed on the
 KD0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0146.degrees latitude (g = 980.6199 gals.).
 KD0146
 KD0146.The modeled gravity was interpolated from observed gravity values.
 KD0146
 KD0146;                    North         East    Units  Estimated Accuracy
 KD0146;SPC MO C     -   355,100.      468,760.      MT  (+/- 180 meters Scaled)
 KD0146
 KD0146                          SUPERSEDED SURVEY CONTROL
 KD0146
 KD0146  NGVD 29 (??/??/92)  186.628  (m)          612.30   (f) ADJ UNCH    1 2
 KD0146
 KD0146.Superseded values are not recommended for survey control.
 KD0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0146.See file dsdata.txt to determine how the superseded data were derived.
 KD0146
 KD0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD120203(NAD 83)
 KD0146_MARKER: DB = BENCH MARK DISK
 KD0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0146_SP_SET: CONCRETE POST
 KD0146_STAMPING: L 222 1948
 KD0146_MARK LOGO: CGS   
 KD0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0146+STABILITY: SURFACE MOTION
 KD0146
 KD0146  HISTORY     - Date     Condition        Report By
 KD0146  HISTORY     - 1948     MONUMENTED       CGS
 KD0146  HISTORY     - 1986     GOOD             NGS
 KD0146
 KD0146                          STATION DESCRIPTION
 KD0146
 KD0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0146'2.4 MI SE FROM PETERSBURG.
 KD0146'2.45 MILES SOUTHEAST ALONG THE BOONVILLE-LISBON ROAD FROM THE
 KD0146'SCHOOL AT PETERSBURG, ABOUT 225.0 FEET WEST OF A ROAD LEADING
 KD0146'NORTH UP A DRAW, 201.0 FEET NORTH EAST OF THE CENTER LINE OF THE
 KD0146'ROAD, 51.2 FEET SOUTHEAST OF THE SOUTH CORNER OF THE R.L. ROBERTSON
 KD0146'FARMHOUSE, 83.6 FEET NORTHWEST OF THE WEST CORNER OF A BARN, 30.0
 KD0146'FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVE, 50.6 FEET
 KD0146'NORTHEAST OF A 36-INCH MAPLE TREE, 1.1 FEET NORTHWEST OF A FENCE,
 KD0146'1.8 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KD0146'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KD0146
 KD0146                          STATION RECOVERY (1986)
 KD0146
 KD0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0601 ***********************************************************************
 KD0601  DESIGNATION -  L 223
 KD0601  PID         -  KD0601
 KD0601  STATE/COUNTY-  MO/LAFAYETTE
 KD0601  USGS QUAD   -  LEXINGTON EAST (1978)
 KD0601
 KD0601                         *CURRENT SURVEY CONTROL
 KD0601  ___________________________________________________________________
 KD0601* NAD 83(1986)-  39 12 33.     (N)    093 49 48.     (W)     SCALED    
 KD0601* NAVD 88     -       212.643  (meters)     697.65   (feet)  ADJUSTED  
 KD0601  ___________________________________________________________________
 KD0601  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0601  DYNAMIC HT  -         212.511 (meters)     697.21  (feet)  COMP
 KD0601  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 KD0601
 KD0601  VERT ORDER  -  FIRST     CLASS II
 KD0601
 KD0601.The horizontal coordinates were scaled from a topographic map and have
 KD0601.an estimated accuracy of +/- 6 seconds.
 KD0601
 KD0601.The orthometric height was determined by differential leveling
 KD0601.and adjusted by the National Geodetic Survey in June 1991..
 KD0601
 KD0601.The geoid height was determined by GEOID03.
 KD0601
 KD0601.The dynamic height is computed by dividing the NAVD 88
 KD0601.geopotential number by the normal gravity value computed on the
 KD0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0601.degrees latitude (g = 980.6199 gals.).
 KD0601
 KD0601.The modeled gravity was interpolated from observed gravity values.
 KD0601
 KD0601;                    North         East    Units  Estimated Accuracy
 KD0601;SPC MO W     -   337,880.      907,870.      MT  (+/- 180 meters Scaled)
 KD0601
 KD0601                          SUPERSEDED SURVEY CONTROL
 KD0601
 KD0601  NGVD 29 (??/??/92)  212.549  (m)          697.34   (f) ADJ UNCH    1 2
 KD0601
 KD0601.Superseded values are not recommended for survey control.
 KD0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0601.See file dsdata.txt to determine how the superseded data were derived.
 KD0601
 KD0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD283403(NAD 83)
 KD0601_MARKER: DB = BENCH MARK DISK
 KD0601_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KD0601_SP_SET: ABUTMENT
 KD0601_STAMPING: L 223 1948
 KD0601_MARK LOGO: CGS   
 KD0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0601
 KD0601  HISTORY     - Date     Condition        Report By
 KD0601  HISTORY     - 1948     MONUMENTED       CGS
 KD0601  HISTORY     - 1962     GOOD             NGS
 KD0601  HISTORY     - 1986     GOOD             NGS
 KD0601
 KD0601                          STATION DESCRIPTION
 KD0601
 KD0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0601'5 MI NE FROM MYRICK STATION.
 KD0601'5.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0601'STATION AT MYRICK, AT MILEPOST NO. 242-20 AT A CONCRETE RAILROAD
 KD0601'BRIDGE IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT,
 KD0601'100.7 FEET WEST ACROSS THE TRACKS FROM MILEPOST NO. 242-20, 4.8
 KD0601'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 4.5 FEET BELOW THE
 KD0601'TRACKS.
 KD0601
 KD0601                          STATION RECOVERY (1986)
 KD0601
 KD0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0601'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.7 KM (0.45
 KD0601'MI) NORTH ALONG A PAVED STREET FROM THE COURTHOUSE IN LEXINGTON,
 KD0601'THENCE 4.9 KM (3.05 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0803 ***********************************************************************
 JC0803  DESIGNATION -  L 224
 JC0803  PID         -  JC0803
 JC0803  STATE/COUNTY-  MO/CRAWFORD
 JC0803  USGS QUAD   -  CUBA (1980)
 JC0803
 JC0803                         *CURRENT SURVEY CONTROL
 JC0803  ___________________________________________________________________
 JC0803* NAD 83(1986)-  38 02 13.     (N)    091 26 48.     (W)     SCALED    
 JC0803* NAVD 88     -       315.546  (meters)    1035.25   (feet)  ADJUSTED  
 JC0803  ___________________________________________________________________
 JC0803  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JC0803  DYNAMIC HT  -         315.315 (meters)    1034.50  (feet)  COMP
 JC0803  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 JC0803
 JC0803  VERT ORDER  -  FIRST     CLASS II
 JC0803
 JC0803.The horizontal coordinates were scaled from a topographic map and have
 JC0803.an estimated accuracy of +/- 6 seconds.
 JC0803
 JC0803.The orthometric height was determined by differential leveling
 JC0803.and adjusted by the National Geodetic Survey in June 1991..
 JC0803
 JC0803.The geoid height was determined by GEOID03.
 JC0803
 JC0803.The dynamic height is computed by dividing the NAVD 88
 JC0803.geopotential number by the normal gravity value computed on the
 JC0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0803.degrees latitude (g = 980.6199 gals.).
 JC0803
 JC0803.The modeled gravity was interpolated from observed gravity values.
 JC0803
 JC0803;                    North         East    Units  Estimated Accuracy
 JC0803;SPC MO E     -   244,960.      166,900.      MT  (+/- 180 meters Scaled)
 JC0803
 JC0803                          SUPERSEDED SURVEY CONTROL
 JC0803
 JC0803  NGVD 29 (??/??/92)  315.529  (m)         1035.20   (f) ADJ UNCH    1 2
 JC0803
 JC0803.Superseded values are not recommended for survey control.
 JC0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0803.See file dsdata.txt to determine how the superseded data were derived.
 JC0803
 JC0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC363110(NAD 83)
 JC0803_MARKER: DB = BENCH MARK DISK
 JC0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0803_STAMPING: L 224 1949
 JC0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0803+STABILITY: SURFACE MOTION
 JC0803
 JC0803  HISTORY     - Date     Condition        Report By
 JC0803  HISTORY     - 1949     MONUMENTED       CGS
 JC0803
 JC0803                          STATION DESCRIPTION
 JC0803
 JC0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0803'3.2 MI SW FROM CUBA.
 JC0803'ABOUT 3.2 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0803'RAILWAY FROM THE STATION AT CUBA, AT A PRIVATE ROAD CROSSING, 60
 JC0803'FEET SOUTHWEST OF THE SOUTHWEST END OF A 4.5 FOOT CONCRETE
 JC0803'HEADWALL OF A 18-INCH PIPE CULVERT UNDER THE RAILROAD, 50 FEET
 JC0803'WEST OF THE CENTER OF A PRIVATE-ROAD CROSSING, 41 FEET SOUTHEAST
 JC0803'OF THE CENTER LINE OF U.S. HIGHWAY 66, 36 FEET NORTHWEST OF THE
 JC0803'NORTHWEST RAIL, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 JC0803'1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JC0803'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0606 ***********************************************************************
 HC0606  DESIGNATION -  L 225
 HC0606  PID         -  HC0606
 HC0606  STATE/COUNTY-  MO/PHELPS
 HC0606  USGS QUAD   -  YANCY MILLS (1982)
 HC0606
 HC0606                         *CURRENT SURVEY CONTROL
 HC0606  ___________________________________________________________________
 HC0606* NAD 83(1986)-  37 50 33.     (N)    091 47 54.     (W)     SCALED    
 HC0606* NAVD 88     -       333.264  (meters)    1093.38   (feet)  ADJUSTED  
 HC0606  ___________________________________________________________________
 HC0606  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HC0606  DYNAMIC HT  -         333.015 (meters)    1092.57  (feet)  COMP
 HC0606  MODELED GRAV-     979,872.7   (mgal)                       NAVD 88
 HC0606
 HC0606  VERT ORDER  -  FIRST     CLASS II
 HC0606
 HC0606.The horizontal coordinates were scaled from a topographic map and have
 HC0606.an estimated accuracy of +/- 6 seconds.
 HC0606
 HC0606.The orthometric height was determined by differential leveling
 HC0606.and adjusted by the National Geodetic Survey in June 1991..
 HC0606
 HC0606.The geoid height was determined by GEOID03.
 HC0606
 HC0606.The dynamic height is computed by dividing the NAVD 88
 HC0606.geopotential number by the normal gravity value computed on the
 HC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0606.degrees latitude (g = 980.6199 gals.).
 HC0606
 HC0606.The modeled gravity was interpolated from observed gravity values.
 HC0606
 HC0606;                    North         East    Units  Estimated Accuracy
 HC0606;SPC MO C     -   223,180.      561,760.      MT  (+/- 180 meters Scaled)
 HC0606
 HC0606                          SUPERSEDED SURVEY CONTROL
 HC0606
 HC0606  NGVD 29 (??/??/92)  333.202  (m)         1093.18   (f) ADJ UNCH    1 2
 HC0606
 HC0606.Superseded values are not recommended for survey control.
 HC0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0606.See file dsdata.txt to determine how the superseded data were derived.
 HC0606
 HC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB057890(NAD 83)
 HC0606_MARKER: DB = BENCH MARK DISK
 HC0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0606_SP_SET: CONCRETE POST
 HC0606_STAMPING: L 225 1949
 HC0606_MARK LOGO: CGS   
 HC0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0606+STABILITY: SURFACE MOTION
 HC0606
 HC0606  HISTORY     - Date     Condition        Report By
 HC0606  HISTORY     - 1949     MONUMENTED       CGS
 HC0606  HISTORY     - 19890718 GOOD             NGS
 HC0606
 HC0606                          STATION DESCRIPTION
 HC0606
 HC0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0606'7.7 MI S FROM ROLLA.
 HC0606'ABOUT 7.7 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION
 HC0606'OF U.S. HIGHWAY 66 IN WEST ROLLA, AT THE T JUNCTION OF A GRAVEL
 HC0606'ROAD LEADING WEST, 92 FEET NORTHWEST OF A FENCE CORNER, 75 FEET
 HC0606'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 72.5 FEET SOUTHWEST
 HC0606'OF THE CENTER LINE OF THE HIGHWAY, 68 FEET SOUTHEAST OF A FENCE
 HC0606'CORNER, 30 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET NORTHEAST
 HC0606'OF THE R/W FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 HC0606'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 HC0606'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HC0606
 HC0606                          STATION RECOVERY (1989)
 HC0606
 HC0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0606'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  15.1 KM
 HC0606'(9.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 HC0606'INTERSTATE HIGHWAY 44 IN ROLLA, 22.9 M (75.1 FT) SOUTH OF THE CENTER
 HC0606'OF COUNTY ROAD 233, 22.1 M (72.5 FT) SOUTHWEST OF THE CENTERLINE OF
 HC0606'THE HIGHWAY, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M
 HC0606'(0.7 FT) NORTHEAST OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT
 HC0606'PROJECTS 0.03 M (0.1 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0772 ***********************************************************************
 JC0772  DESIGNATION -  L 226
 JC0772  PID         -  JC0772
 JC0772  STATE/COUNTY-  MO/CRAWFORD
 JC0772  USGS QUAD   -  SULLIVAN (1980)
 JC0772
 JC0772                         *CURRENT SURVEY CONTROL
 JC0772  ___________________________________________________________________
 JC0772* NAD 83(1986)-  38 11 54.     (N)    091 10 41.     (W)     SCALED    
 JC0772* NAVD 88     -       297.015  (meters)     974.46   (feet)  ADJUSTED  
 JC0772  ___________________________________________________________________
 JC0772  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JC0772  DYNAMIC HT  -         296.812 (meters)     973.79  (feet)  COMP
 JC0772  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 JC0772
 JC0772  VERT ORDER  -  FIRST     CLASS II
 JC0772
 JC0772.The horizontal coordinates were scaled from a topographic map and have
 JC0772.an estimated accuracy of +/- 6 seconds.
 JC0772
 JC0772.The orthometric height was determined by differential leveling
 JC0772.and adjusted by the National Geodetic Survey in June 1991..
 JC0772
 JC0772.The geoid height was determined by GEOID03.
 JC0772
 JC0772.The dynamic height is computed by dividing the NAVD 88
 JC0772.geopotential number by the normal gravity value computed on the
 JC0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0772.degrees latitude (g = 980.6199 gals.).
 JC0772
 JC0772.The modeled gravity was interpolated from observed gravity values.
 JC0772
 JC0772;                    North         East    Units  Estimated Accuracy
 JC0772;SPC MO E     -   262,660.      190,610.      MT  (+/- 180 meters Scaled)
 JC0772
 JC0772                          SUPERSEDED SURVEY CONTROL
 JC0772
 JC0772  NGVD 29 (??/??/92)  297.033  (m)          974.52   (f) ADJ UNCH    1 2
 JC0772
 JC0772.Superseded values are not recommended for survey control.
 JC0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0772.See file dsdata.txt to determine how the superseded data were derived.
 JC0772
 JC0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC595293(NAD 83)
 JC0772_MARKER: DB = BENCH MARK DISK
 JC0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0772_STAMPING: L 226 1949
 JC0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0772+STABILITY: SURFACE MOTION
 JC0772
 JC0772  HISTORY     - Date     Condition        Report By
 JC0772  HISTORY     - 1949     MONUMENTED       CGS
 JC0772
 JC0772                          STATION DESCRIPTION
 JC0772
 JC0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0772'1.2 MI SW FROM SULLIVAN.
 JC0772'ABOUT 1.25 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0772'FROM THE STATION AT SULLIVAN, AT THE ENTRANCE TO THE SULLIVAN
 JC0772'AIRPORT, AT A PUBLIC ROAD CROSSING OF THE RAILROAD, 73.5 FEET EAST
 JC0772'AND ACROSS THE TRACK AND ROAD FROM THE CROSSING SIGN, 53 FEET EAST
 JC0772'OF THE CENTER OF THE CROSSING, 45.5 FEET SOUTHEAST OF THE SOUTHEAST
 JC0772'RAIL, 23 FEET NORTHEAST OF THE CENTER LINE OF THE AIRPORT ROAD,
 JC0772'12.5 FEET NORTHEAST OF THE NORTHEAST GATE POST, 1 FOOT NORTHWEST
 JC0772'OF THE R/W FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 JC0772'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JC0772'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0421 ***********************************************************************
 JC0421  DESIGNATION -  L 227
 JC0421  PID         -  JC0421
 JC0421  STATE/COUNTY-  MO/FRANKLIN
 JC0421  USGS QUAD   -  MOSELLE (1980)
 JC0421
 JC0421                         *CURRENT SURVEY CONTROL
 JC0421  ___________________________________________________________________
 JC0421* NAD 83(1986)-  38 22 33.     (N)    090 56 59.     (W)     SCALED    
 JC0421* NAVD 88     -       216.764  (meters)     711.17   (feet)  ADJUSTED  
 JC0421  ___________________________________________________________________
 JC0421  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JC0421  DYNAMIC HT  -         216.620 (meters)     710.69  (feet)  COMP
 JC0421  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 JC0421
 JC0421  VERT ORDER  -  FIRST     CLASS II
 JC0421
 JC0421.The horizontal coordinates were scaled from a topographic map and have
 JC0421.an estimated accuracy of +/- 6 seconds.
 JC0421
 JC0421.The orthometric height was determined by differential leveling
 JC0421.and adjusted by the National Geodetic Survey in June 1991..
 JC0421
 JC0421.The geoid height was determined by GEOID03.
 JC0421
 JC0421.The dynamic height is computed by dividing the NAVD 88
 JC0421.geopotential number by the normal gravity value computed on the
 JC0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0421.degrees latitude (g = 980.6199 gals.).
 JC0421
 JC0421.The modeled gravity was interpolated from observed gravity values.
 JC0421
 JC0421;                    North         East    Units  Estimated Accuracy
 JC0421;SPC MO E     -   282,240.      210,710.      MT  (+/- 180 meters Scaled)
 JC0421
 JC0421                          SUPERSEDED SURVEY CONTROL
 JC0421
 JC0421  NGVD 29 (??/??/92)  216.814  (m)          711.33   (f) ADJ UNCH    1 2
 JC0421
 JC0421.Superseded values are not recommended for survey control.
 JC0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0421.See file dsdata.txt to determine how the superseded data were derived.
 JC0421
 JC0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC790495(NAD 83)
 JC0421_MARKER: DB = BENCH MARK DISK
 JC0421_SETTING: 66 = SET IN ROCK OUTCROP
 JC0421_SP_SET: ROCK CUT
 JC0421_STAMPING: L 227 1949
 JC0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0421+STABILITY: POSITION/ELEVATION WELL
 JC0421
 JC0421  HISTORY     - Date     Condition        Report By
 JC0421  HISTORY     - 1949     MONUMENTED       CGS
 JC0421
 JC0421                          STATION DESCRIPTION
 JC0421
 JC0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0421'2.8 MI NE FROM ST CLAIR.
 JC0421'ABOUT 2.85 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0421'RAILWAY FROM THE STATION AT ST. CLAIR, ABOUT 0.35 MILE SOUTHWEST
 JC0421'OF A GRAVEL ROAD CROSSING, IN A NARROW ROCK CUT AND ABOUT 35
 JC0421'YARDS NORTHEAST OF ITS SOUTHWEST END, SET VERTICALLY AND ABOUT
 JC0421'2.6 FEET ABOVE THE GROUND IN THE SOUTHEAST FACE OF THE ROUGH SURFACE
 JC0421'OF THE DARKEST LAYER OF ROCK, 82 FEET NORTHEAST OF SEMAPHORE
 JC0421'49.5, 7 FEET NORTHWEST OF THE NORTHWEST RAIL AND 2 FEET ABOVE
 JC0421'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0750 ***********************************************************************
 HD0750  DESIGNATION -  L 23
 HD0750  PID         -  HD0750
 HD0750  STATE/COUNTY-  MO/GREENE
 HD0750  USGS QUAD   -  WALNUT GROVE (1975)
 HD0750
 HD0750                         *CURRENT SURVEY CONTROL
 HD0750  ___________________________________________________________________
 HD0750* NAD 83(1986)-  37 24 11.     (N)    093 32 00.     (W)     SCALED    
 HD0750* NAVD 88     -       363.437  (meters)    1192.38   (feet)  ADJUSTED  
 HD0750  ___________________________________________________________________
 HD0750  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 HD0750  DYNAMIC HT  -         363.147 (meters)    1191.42  (feet)  COMP
 HD0750  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 HD0750
 HD0750  VERT ORDER  -  SECOND    CLASS 0
 HD0750
 HD0750.The horizontal coordinates were scaled from a topographic map and have
 HD0750.an estimated accuracy of +/- 6 seconds.
 HD0750
 HD0750.The orthometric height was determined by differential leveling
 HD0750.and adjusted by the National Geodetic Survey in June 1991..
 HD0750
 HD0750.The geoid height was determined by GEOID03.
 HD0750
 HD0750.The dynamic height is computed by dividing the NAVD 88
 HD0750.geopotential number by the normal gravity value computed on the
 HD0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0750.degrees latitude (g = 980.6199 gals.).
 HD0750
 HD0750.The modeled gravity was interpolated from observed gravity values.
 HD0750
 HD0750;                    North         East    Units  Estimated Accuracy
 HD0750;SPC MO C     -   174,680.      408,510.      MT  (+/- 180 meters Scaled)
 HD0750
 HD0750                          SUPERSEDED SURVEY CONTROL
 HD0750
 HD0750.No superseded survey control is available for this station.
 HD0750
 HD0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB527397(NAD 83)
 HD0750_MARKER: DB = BENCH MARK DISK
 HD0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0750_STAMPING: L 23 1934
 HD0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0750+STABILITY: SURFACE MOTION
 HD0750
 HD0750  HISTORY     - Date     Condition        Report By
 HD0750  HISTORY     - 1934     MONUMENTED       CGS
 HD0750  HISTORY     - 20010220 MARK NOT FOUND   SKW
 HD0750
 HD0750                          STATION DESCRIPTION
 HD0750
 HD0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0750'0.5 MI S FROM WALNUT GROVE.
 HD0750'0.5 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0750'WALNUT GROVE, GREENE COUNTY, AT MILEAGE 173.43, 50 FEET SOUTHWEST
 HD0750'OF THE CENTER OF A DIRT-ROAD CROSSING, 48 FEET SOUTH OF THE
 HD0750'CENTERLINE OF THE ROAD, AND 45 FEET WEST OF THE CENTERLINE OF
 HD0750'THE TRACK.  A STANDARD DISK, STAMPED L 23 1934 AND SET IN THE
 HD0750'TOP OF A CONCRETE POST.
 HD0750
 HD0750                          STATION RECOVERY (2001)
 HD0750
 HD0750'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 HD0750'TRACKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0077 ***********************************************************************
 JE0077  DESIGNATION -  L 231
 JE0077  PID         -  JE0077
 JE0077  STATE/COUNTY-  MO/JACKSON
 JE0077  USGS QUAD   -  LEES SUMMIT (1990)
 JE0077
 JE0077                         *CURRENT SURVEY CONTROL
 JE0077  ___________________________________________________________________
 JE0077* NAD 83(1986)-  38 59 53.     (N)    094 24 43.     (W)     SCALED    
 JE0077* NAVD 88     -       241.202  (meters)     791.34   (feet)  ADJUSTED  
 JE0077  ___________________________________________________________________
 JE0077  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JE0077  DYNAMIC HT  -         241.044 (meters)     790.83  (feet)  COMP
 JE0077  MODELED GRAV-     979,965.5   (mgal)                       NAVD 88
 JE0077
 JE0077  VERT ORDER  -  FIRST     CLASS II
 JE0077
 JE0077.The horizontal coordinates were scaled from a topographic map and have
 JE0077.an estimated accuracy of +/- 6 seconds.
 JE0077
 JE0077.The orthometric height was determined by differential leveling
 JE0077.and adjusted by the National Geodetic Survey in June 1991..
 JE0077
 JE0077.The geoid height was determined by GEOID03.
 JE0077
 JE0077.The dynamic height is computed by dividing the NAVD 88
 JE0077.geopotential number by the normal gravity value computed on the
 JE0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0077.degrees latitude (g = 980.6199 gals.).
 JE0077
 JE0077.The modeled gravity was interpolated from observed gravity values.
 JE0077
 JE0077;                    North         East    Units  Estimated Accuracy
 JE0077;SPC MO W     -   314,240.      857,630.      MT  (+/- 180 meters Scaled)
 JE0077
 JE0077                          SUPERSEDED SURVEY CONTROL
 JE0077
 JE0077  NGVD 29 (??/??/92)  241.123  (m)          791.08   (f) ADJ UNCH    1 2
 JE0077
 JE0077.Superseded values are not recommended for survey control.
 JE0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0077.See file dsdata.txt to determine how the superseded data were derived.
 JE0077
 JE0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD777175(NAD 83)
 JE0077_MARKER: DB = BENCH MARK DISK
 JE0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0077_SP_SET: BRIDGE
 JE0077_STAMPING: L 231 1950
 JE0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0077
 JE0077  HISTORY     - Date     Condition        Report By
 JE0077  HISTORY     - 1950     MONUMENTED       CGS
 JE0077  HISTORY     - 1960     GOOD             NGS
 JE0077  HISTORY     - 1981     GOOD             NGS
 JE0077
 JE0077                          STATION DESCRIPTION
 JE0077
 JE0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JE0077'0.6 MI N FROM LITTLE BLUE.
 JE0077'0.6 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0077'CROSSING OF LITTLE BLUE ROAD AT LITTLE BLUE, 31 FEET WEST OF A
 JE0077'TELEPHONE POLE, 8.5 FEET EAST OF THE EAST RAIL, 3 FEET LOWER
 JE0077'THAN THE RAILROAD, SET IN THE TOP OF THE NORTH END OF THE EAST
 JE0077'HEADWALL OF A CONCRETE RAILROAD BRIDGE.  NOTE-- U.S. HIGHWAY
 JE0077'71 BYPASS IS NOW JACKSON COUNTY ROAD V.
 JE0077
 JE0077                          STATION RECOVERY (1960)
 JE0077
 JE0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JE0077'RECOVERED IN GOOD CONDITION.
 JE0077
 JE0077                          STATION RECOVERY (1981)
 JE0077
 JE0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0077'IN THE SOUTHEAST PART OF KANSAS CITY, 1.0 MILE SOUTH OF THE CROSSING
 JE0077'OF THE RAILROAD AND 59TH STREET, 112 MILE NORTH OF THE CROSSING OF
 JE0077'THE RAILROAD AND LITTLE BULE ROAD , 114 MILE EAST OF NOLAND ROAD, SET
 JE0077'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE BRIDGE
 JE0077'OF THE MISSOURI PACIFIC RAILROAD, 31 FEET WEST OF TELEPHONE POLE 120,
 JE0077'8.5 FEET EAST OF THE EAST RAIL, 4 FEET SOUTH OF THE NORTH END OF THE
 JE0077'HEADWALL , COVERED WITH ABOUT 6 INCHES OF DIRT AND ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0805 ***********************************************************************
 JD0805  DESIGNATION -  L 232
 JD0805  PID         -  JD0805
 JD0805  STATE/COUNTY-  MO/PETTIS
 JD0805  USGS QUAD   -  LA MONTE (1973)
 JD0805
 JD0805                         *CURRENT SURVEY CONTROL
 JD0805  ___________________________________________________________________
 JD0805* NAD 83(1986)-  38 52 15.     (N)    093 26 06.     (W)     SCALED    
 JD0805* NAVD 88     -       236.385  (meters)     775.54   (feet)  ADJUSTED  
 JD0805  ___________________________________________________________________
 JD0805  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0805  DYNAMIC HT  -         236.230 (meters)     775.03  (feet)  COMP
 JD0805  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 JD0805
 JD0805  VERT ORDER  -  FIRST     CLASS II
 JD0805
 JD0805.The horizontal coordinates were scaled from a topographic map and have
 JD0805.an estimated accuracy of +/- 6 seconds.
 JD0805
 JD0805.The orthometric height was determined by differential leveling
 JD0805.and adjusted by the National Geodetic Survey in June 1991..
 JD0805
 JD0805.The geoid height was determined by GEOID03.
 JD0805
 JD0805.The dynamic height is computed by dividing the NAVD 88
 JD0805.geopotential number by the normal gravity value computed on the
 JD0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0805.degrees latitude (g = 980.6199 gals.).
 JD0805
 JD0805.The modeled gravity was interpolated from observed gravity values.
 JD0805
 JD0805;                    North         East    Units  Estimated Accuracy
 JD0805;SPC MO C     -   337,510.      418,860.      MT  (+/- 180 meters Scaled)
 JD0805
 JD0805                          SUPERSEDED SURVEY CONTROL
 JD0805
 JD0805  NGVD 29 (??/??/92)  236.298  (m)          775.25   (f) ADJ UNCH    1 2
 JD0805
 JD0805.Superseded values are not recommended for survey control.
 JD0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0805.See file dsdata.txt to determine how the superseded data were derived.
 JD0805
 JD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD622025(NAD 83)
 JD0805_MARKER: DB = BENCH MARK DISK
 JD0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0805_STAMPING: L 232 1950
 JD0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0805+STABILITY: SURFACE MOTION
 JD0805
 JD0805  HISTORY     - Date     Condition        Report By
 JD0805  HISTORY     - 1950     MONUMENTED       CGS
 JD0805  HISTORY     - 1962     GOOD             NGS
 JD0805
 JD0805                          STATION DESCRIPTION
 JD0805
 JD0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JD0805'7.8 MI S FROM SWEET SPRINGS.
 JD0805'0.2 MILE SOUTH ALONG MILLER STREET FROM THE MISSOURI PACIFIC
 JD0805'RAILROAD STATION AT SWEET SPRINGS, THENCE 7.65 MILES SOUTH ALONG
 JD0805'STATE HIGHWAY 127, AT THE JUNCTION OF STATE HIGHWAY 127 AND COUNTY
 JD0805'ROAD D, 84 FEET NORTHEAST OF A POWER LINE POLE, 53 FEET EAST OF
 JD0805'THE CENTER LINE OF STATE HIGHWAY 127, 49 FEET NORTH OF THE CENTER
 JD0805'LINE OF COUNTY ROAD D, 1.0 FOOT SOUTHWEST OF A FENCE, 1.0 FOOT
 JD0805'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 JD0805'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JD0805
 JD0805                          STATION RECOVERY (1962)
 JD0805
 JD0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0884 ***********************************************************************
 JC0884  DESIGNATION -  L 234
 JC0884  PID         -  JC0884
 JC0884  STATE/COUNTY-  MO/MARIES
 JC0884  USGS QUAD   -  VICHY (1980)
 JC0884
 JC0884                         *CURRENT SURVEY CONTROL
 JC0884  ___________________________________________________________________
 JC0884* NAD 83(1986)-  38 04 24.     (N)    091 46 11.     (W)     SCALED    
 JC0884* NAVD 88     -       328.455  (meters)    1077.61   (feet)  ADJUSTED  
 JC0884  ___________________________________________________________________
 JC0884  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JC0884  DYNAMIC HT  -         328.215 (meters)    1076.82  (feet)  COMP
 JC0884  MODELED GRAV-     979,889.8   (mgal)                       NAVD 88
 JC0884
 JC0884  VERT ORDER  -  FIRST     CLASS II
 JC0884
 JC0884.The horizontal coordinates were scaled from a topographic map and have
 JC0884.an estimated accuracy of +/- 6 seconds.
 JC0884
 JC0884.The orthometric height was determined by differential leveling
 JC0884.and adjusted by the National Geodetic Survey in June 1991..
 JC0884
 JC0884.The geoid height was determined by GEOID03.
 JC0884
 JC0884.The dynamic height is computed by dividing the NAVD 88
 JC0884.geopotential number by the normal gravity value computed on the
 JC0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0884.degrees latitude (g = 980.6199 gals.).
 JC0884
 JC0884.The modeled gravity was interpolated from observed gravity values.
 JC0884
 JC0884;                    North         East    Units  Estimated Accuracy
 JC0884;SPC MO C     -   248,820.      564,070.      MT  (+/- 180 meters Scaled)
 JC0884
 JC0884                          SUPERSEDED SURVEY CONTROL
 JC0884
 JC0884  NGVD 29 (10/05/93)  328.417  (m)         1077.48   (f) ADJUSTED    1 2
 JC0884
 JC0884.Superseded values are not recommended for survey control.
 JC0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0884.See file dsdata.txt to determine how the superseded data were derived.
 JC0884
 JC0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC079146(NAD 83)
 JC0884_MARKER: DB = BENCH MARK DISK
 JC0884_SETTING: 80 = SET IN A BOULDER
 JC0884_SP_SET: IN DRILL HOLE IN A BOULDER
 JC0884_STAMPING: L 234 1950
 JC0884_MARK LOGO: CGS   
 JC0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0884+STABILITY: SURFACE MOTION
 JC0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0884+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JC0884
 JC0884  HISTORY     - Date     Condition        Report By
 JC0884  HISTORY     - 1950     MONUMENTED       CGS
 JC0884  HISTORY     - 19890718 GOOD             NGS
 JC0884  HISTORY     - 20050317 GOOD             MODNR
 JC0884
 JC0884                          STATION DESCRIPTION
 JC0884
 JC0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JC0884'2.7 MI S FROM VICHY.
 JC0884'2.7 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT
 JC0884'VICHY, AT A ROAD CROSSING, 106 FEET NORTHWEST OF THE CENTER LINE
 JC0884'OF A ROAD LEADING SOUTHWEST, 102 FEET WEST OF TELEPHONE POLE 1536,
 JC0884'78 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET WEST OF
 JC0884'A FENCE, SET IN THE SOUTH END OF A LARGE SANDSTONE BOULDER, AND
 JC0884'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JC0884
 JC0884                          STATION RECOVERY (1989)
 JC0884
 JC0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0884'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.0 KM (8.05
 JC0884'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 JC0884'INTERSTATE HIGHWAY 44 IN ROLLA.  DELETE-- 102.0 FEET WEST OF
 JC0884'TELEPHONE POLE NUMBER 1536, 47.0 FEET WEST OF A FENCE, AND 2.0 FEET
 JC0884'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK HAS BEEN HIT AND THE
 JC0884'STAMPING IS ALMOST ILLEGIBLE.
 JC0884
 JC0884                          STATION RECOVERY (2005)
 JC0884
 JC0884'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW)
 JC0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1452 ***********************************************************************
 JD1452  DESIGNATION -  L 245
 JD1452  PID         -  JD1452
 JD1452  STATE/COUNTY-  MO/HENRY
 JD1452  USGS QUAD   -  CALHOUN EAST (1981)
 JD1452
 JD1452                         *CURRENT SURVEY CONTROL
 JD1452  ___________________________________________________________________
 JD1452* NAD 83(1986)-  38 29 33.     (N)    093 33 56.     (W)     SCALED    
 JD1452* NAVD 88     -       245.562  (meters)     805.65   (feet)  ADJUSTED  
 JD1452  ___________________________________________________________________
 JD1452  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JD1452  DYNAMIC HT  -         245.390 (meters)     805.08  (feet)  COMP
 JD1452  MODELED GRAV-     979,925.1   (mgal)                       NAVD 88
 JD1452
 JD1452  VERT ORDER  -  SECOND    CLASS 0
 JD1452
 JD1452.The horizontal coordinates were scaled from a topographic map and have
 JD1452.an estimated accuracy of +/- 6 seconds.
 JD1452
 JD1452.The orthometric height was determined by differential leveling
 JD1452.and adjusted by the National Geodetic Survey in June 1991..
 JD1452
 JD1452.The geoid height was determined by GEOID03.
 JD1452
 JD1452.The dynamic height is computed by dividing the NAVD 88
 JD1452.geopotential number by the normal gravity value computed on the
 JD1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1452.degrees latitude (g = 980.6199 gals.).
 JD1452
 JD1452.The modeled gravity was interpolated from observed gravity values.
 JD1452
 JD1452;                    North         East    Units  Estimated Accuracy
 JD1452;SPC MO W     -   258,530.      931,520.      MT  (+/- 180 meters Scaled)
 JD1452
 JD1452                          SUPERSEDED SURVEY CONTROL
 JD1452
 JD1452  NGVD 29 (??/??/92)  245.447  (m)          805.27   (f) ADJ UNCH    2 0
 JD1452
 JD1452.Superseded values are not recommended for survey control.
 JD1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1452.See file dsdata.txt to determine how the superseded data were derived.
 JD1452
 JD1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC506606(NAD 83)
 JD1452_MARKER: P = PIPE CAP
 JD1452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD1452_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD1452_STAMPING: L 245 1962
 JD1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1452
 JD1452  HISTORY     - Date     Condition        Report By
 JD1452  HISTORY     - 1962     MONUMENTED       CGS
 JD1452
 JD1452                          STATION DESCRIPTION
 JD1452
 JD1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1452'3.6 MI SW FROM WINDSOR.
 JD1452'ABOUT 3.65 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1452'RAILROAD FROM THE STATION AT WINDSOR OF ABOUT 3.85 MILES
 JD1452'NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM THE
 JD1452'STATION AT CALHOUN, IN SECTION 22, T 43 N, R 24 W, 7 RAILS
 JD1452'SOUTHWEST OF A 30-INCH CORRUGATED STEEL CULVERT, 71 1/2 FEET
 JD1452'SOUTHEAST OF THE SOUTHEAST RAIL, 126 FEET NORTHEAST OF A T-FENCE
 JD1452'CORNER POST, 19 FEET NORTHEAST OF A 16-INCH OAK TREE, 1.8 FEET
 JD1452'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 JD1452'LEVEL OF THE RAIL, AND BRAZED ON THE TOP OF A 3-INCH IRON
 JD1452'PIPE PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0864 ***********************************************************************
 JD0864  DESIGNATION -  L 246
 JD0864  PID         -  JD0864
 JD0864  STATE/COUNTY-  MO/PETTIS
 JD0864  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD0864
 JD0864                         *CURRENT SURVEY CONTROL
 JD0864  ___________________________________________________________________
 JD0864* NAD 83(1986)-  38 30 43.     (N)    093 26 21.     (W)     SCALED    
 JD0864* NAVD 88     -       276.224  (meters)     906.24   (feet)  ADJUSTED  
 JD0864  ___________________________________________________________________
 JD0864  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD0864  DYNAMIC HT  -         276.029 (meters)     905.61  (feet)  COMP
 JD0864  MODELED GRAV-     979,918.1   (mgal)                       NAVD 88
 JD0864
 JD0864  VERT ORDER  -  SECOND    CLASS 0
 JD0864
 JD0864.The horizontal coordinates were scaled from a topographic map and have
 JD0864.an estimated accuracy of +/- 6 seconds.
 JD0864
 JD0864.The orthometric height was determined by differential leveling
 JD0864.and adjusted by the National Geodetic Survey in June 1991..
 JD0864
 JD0864.The geoid height was determined by GEOID03.
 JD0864
 JD0864.The dynamic height is computed by dividing the NAVD 88
 JD0864.geopotential number by the normal gravity value computed on the
 JD0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0864.degrees latitude (g = 980.6199 gals.).
 JD0864
 JD0864.The modeled gravity was interpolated from observed gravity values.
 JD0864
 JD0864;                    North         East    Units  Estimated Accuracy
 JD0864;SPC MO C     -   297,670.      418,090.      MT  (+/- 180 meters Scaled)
 JD0864
 JD0864                          SUPERSEDED SURVEY CONTROL
 JD0864
 JD0864  NGVD 29 (??/??/92)  276.104  (m)          905.85   (f) ADJ UNCH    2 0
 JD0864
 JD0864.Superseded values are not recommended for survey control.
 JD0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0864.See file dsdata.txt to determine how the superseded data were derived.
 JD0864
 JD0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC617627(NAD 83)
 JD0864_MARKER: DB = BENCH MARK DISK
 JD0864_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0864_SP_SET: 9 1/2 FEET
 JD0864_STAMPING: L 246 1962
 JD0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0864
 JD0864  HISTORY     - Date     Condition        Report By
 JD0864  HISTORY     - 1962     MONUMENTED       CGS
 JD0864  HISTORY     - 1963     GOOD             NGS
 JD0864
 JD0864                          STATION DESCRIPTION
 JD0864
 JD0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0864'4.6 MI E FROM WINDSOR.
 JD0864'ABOUT 4.55 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 JD0864'PACIFIC RAILRAOD FROM THE STATION AT WINDSOR, IN SECTION 10,
 JD0864'T 43 N, R 23 W, 84 1/2 FEET SOUTH OF AND ACROSS THE TRACK
 JD0864'FROM THE 6TH POLE EAST OF MILEPOST 212, 46 FEET SOUTH OF THE
 JD0864'SOUTH RAIL, 4 RAILS WEST OF A CROSSING OF THE RAILROAD AND A
 JD0864'DIRT ROAD, 139 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD 113
 JD0864'FEET WEST OF A CORNER FENCE POST, 1 1/2 FEET NORTH OF A FENCE,
 JD0864'1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 JD0864'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 JD0864'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 1/2 FEET
 JD0864'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0942 ***********************************************************************
 HD0942  DESIGNATION -  L 247
 HD0942  PID         -  HD0942
 HD0942  STATE/COUNTY-  MO/ST CLAIR
 HD0942  USGS QUAD   -  ROSCOE (1991)
 HD0942
 HD0942                         *CURRENT SURVEY CONTROL
 HD0942  ___________________________________________________________________
 HD0942* NAD 83(1986)-  37 53 48.     (N)    093 51 45.     (W)     SCALED    
 HD0942* NAVD 88     -       279.809  (meters)     918.01   (feet)  ADJUSTED  
 HD0942  ___________________________________________________________________
 HD0942  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HD0942  DYNAMIC HT  -         279.600 (meters)     917.32  (feet)  COMP
 HD0942  MODELED GRAV-     979,875.2   (mgal)                       NAVD 88
 HD0942
 HD0942  VERT ORDER  -  SECOND    CLASS 0
 HD0942
 HD0942.The horizontal coordinates were scaled from a topographic map and have
 HD0942.an estimated accuracy of +/- 6 seconds.
 HD0942
 HD0942.The orthometric height was determined by differential leveling
 HD0942.and adjusted by the National Geodetic Survey in June 1991..
 HD0942
 HD0942.The geoid height was determined by GEOID03.
 HD0942
 HD0942.The dynamic height is computed by dividing the NAVD 88
 HD0942.geopotential number by the normal gravity value computed on the
 HD0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0942.degrees latitude (g = 980.6199 gals.).
 HD0942
 HD0942.The modeled gravity was interpolated from observed gravity values.
 HD0942
 HD0942;                    North         East    Units  Estimated Accuracy
 HD0942;SPC MO W     -   192,170.      906,070.      MT  (+/- 180 meters Scaled)
 HD0942
 HD0942                          SUPERSEDED SURVEY CONTROL
 HD0942
 HD0942  NGVD 29 (??/??/92)  279.697  (m)          917.64   (f) ADJ UNCH    2 0
 HD0942
 HD0942.Superseded values are not recommended for survey control.
 HD0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0942.See file dsdata.txt to determine how the superseded data were derived.
 HD0942
 HD0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB241947(NAD 83)
 HD0942_MARKER: DB = BENCH MARK DISK
 HD0942_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HD0942_SP_SET: 11 FEET
 HD0942_STAMPING: L 247 1962
 HD0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0942
 HD0942  HISTORY     - Date     Condition        Report By
 HD0942  HISTORY     - 1962     MONUMENTED       CGS
 HD0942
 HD0942                          STATION DESCRIPTION
 HD0942
 HD0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HD0942'4 MI NE FROM CEDAR SPRINGS.
 HD0942'2.0 MILES EAST-NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0942'OF U.S. HIGHWAY 54, STATE HIGHWAY 39 AND COUNTY ROAD DD AT CEDAR
 HD0942'SPRINGS, THENCE 0.55 MILE NORTH ALONG A DIRT ROAD, THENCE 0.25
 HD0942'MILE WEST ALONG A DIRT ROAD, THENCE 1.25 MILES NORTHEAST ALONG
 HD0942'A DIRT ROAD, OR ABOUT 3.4 MILES SOUTHWEST ALONG STATE HIGHWAY
 HD0942'82 FROM THE INTERSECTION OF STATE HIGHWAY 82 AND COUNTY ROAD E AT
 HD0942'ROSCOE, THENCE 3.9 MILES SOUTH ALONG A DIRT ROAD, IN SECTION 12,
 HD0942'T 36 N, R 27 W, 0.2 MILE NORTH OF THE ST. CLAIR-CEDAR COUNTY LINE,
 HD0942'NEAR THE TOP OF A LONG GRADE, 23 FEET EAST OF THE CENTER LINE OF
 HD0942'THE ROAD, 21 1/2 FEET NORTH OF A POWER POLE, 6 1/2 FEET EAST
 HD0942'OF A FENCE, 6.0 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 HD0942'ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 HD0942'COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN
 HD0942'A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0151 ***********************************************************************
 HE0151  DESIGNATION -  L 248
 HE0151  PID         -  HE0151
 HE0151  STATE/COUNTY-  MO/CEDAR
 HE0151  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0151
 HE0151                         *CURRENT SURVEY CONTROL
 HE0151  ___________________________________________________________________
 HE0151* NAD 83(1986)-  37 53 38.     (N)    094 01 13.     (W)     SCALED    
 HE0151* NAVD 88     -       248.148  (meters)     814.13   (feet)  ADJUSTED  
 HE0151  ___________________________________________________________________
 HE0151  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HE0151  DYNAMIC HT  -         247.964 (meters)     813.53  (feet)  COMP
 HE0151  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 HE0151
 HE0151  VERT ORDER  -  SECOND    CLASS 0
 HE0151
 HE0151.The horizontal coordinates were scaled from a topographic map and have
 HE0151.an estimated accuracy of +/- 6 seconds.
 HE0151
 HE0151.The orthometric height was determined by differential leveling
 HE0151.and adjusted by the National Geodetic Survey in June 1991..
 HE0151
 HE0151.The geoid height was determined by GEOID03.
 HE0151
 HE0151.The dynamic height is computed by dividing the NAVD 88
 HE0151.geopotential number by the normal gravity value computed on the
 HE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0151.degrees latitude (g = 980.6199 gals.).
 HE0151
 HE0151.The modeled gravity was interpolated from observed gravity values.
 HE0151
 HE0151;                    North         East    Units  Estimated Accuracy
 HE0151;SPC MO W     -   191,780.      892,190.      MT  (+/- 180 meters Scaled)
 HE0151
 HE0151                          SUPERSEDED SURVEY CONTROL
 HE0151
 HE0151  NGVD 29 (??/??/92)  248.049  (m)          813.81   (f) ADJ UNCH    2 0
 HE0151
 HE0151.Superseded values are not recommended for survey control.
 HE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0151.See file dsdata.txt to determine how the superseded data were derived.
 HE0151
 HE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB102945(NAD 83)
 HE0151_MARKER: DB = BENCH MARK DISK
 HE0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0151_STAMPING: L 248 1963
 HE0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0151+STABILITY: SURFACE MOTION
 HE0151
 HE0151  HISTORY     - Date     Condition        Report By
 HE0151  HISTORY     - 1963     MONUMENTED       CGS
 HE0151
 HE0151                          STATION DESCRIPTION
 HE0151
 HE0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HE0151'1.4 MI N FROM ELDORADO SPRINGS.
 HE0151'ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 82 FROM THE POST
 HE0151'OFFICE AT ELDORADO SPRINGS, 0.3 MILE SOUTH OF THE CEDAR-ST. CLAIR
 HE0151'COUNTY LINE MARKER, 0.15 MILE NORTH OF A CURVE, IN SECTION 16,
 HE0151'T 36 N, R 28 W, 42 FEET NORTH OF THE CENTER LINE OF A DIRT
 HE0151'ROAD LEADING WEST TO A CEMETERY, 32 FEET WEST OF THE CENTER
 HE0151'LINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE, 1.7 FEET NORTHWEST
 HE0151'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HE0151'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 HE0151'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1764 ***********************************************************************
 JD1764  DESIGNATION -  L 249
 JD1764  PID         -  JD1764
 JD1764  STATE/COUNTY-  MO/ST CLAIR
 JD1764  USGS QUAD   -  MONEGAW SPRINGS (1991)
 JD1764
 JD1764                         *CURRENT SURVEY CONTROL
 JD1764  ___________________________________________________________________
 JD1764* NAD 83(1986)-  38 07 18.     (N)    093 50 03.     (W)     SCALED    
 JD1764* NAVD 88     -       253.017  (meters)     830.11   (feet)  ADJUSTED  
 JD1764  ___________________________________________________________________
 JD1764  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JD1764  DYNAMIC HT  -         252.834 (meters)     829.51  (feet)  COMP
 JD1764  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 JD1764
 JD1764  VERT ORDER  -  SECOND    CLASS 0
 JD1764
 JD1764.The horizontal coordinates were scaled from a topographic map and have
 JD1764.an estimated accuracy of +/- 6 seconds.
 JD1764
 JD1764.The orthometric height was determined by differential leveling
 JD1764.and adjusted by the National Geodetic Survey in June 1991..
 JD1764
 JD1764.The geoid height was determined by GEOID03.
 JD1764
 JD1764.The dynamic height is computed by dividing the NAVD 88
 JD1764.geopotential number by the normal gravity value computed on the
 JD1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1764.degrees latitude (g = 980.6199 gals.).
 JD1764
 JD1764.The modeled gravity was interpolated from observed gravity values.
 JD1764
 JD1764;                    North         East    Units  Estimated Accuracy
 JD1764;SPC MO W     -   217,160.      908,380.      MT  (+/- 180 meters Scaled)
 JD1764
 JD1764                          SUPERSEDED SURVEY CONTROL
 JD1764
 JD1764  NGVD 29 (??/??/92)  252.905  (m)          829.74   (f) ADJ UNCH    2 0
 JD1764
 JD1764.Superseded values are not recommended for survey control.
 JD1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1764.See file dsdata.txt to determine how the superseded data were derived.
 JD1764
 JD1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC268196(NAD 83)
 JD1764_MARKER: DB = BENCH MARK DISK
 JD1764_SETTING: 66 = SET IN ROCK OUTCROP
 JD1764_SP_SET: ROCK OUTCROP
 JD1764_STAMPING: L 249 1963
 JD1764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1764+STABILITY: POSITION/ELEVATION WELL
 JD1764
 JD1764  HISTORY     - Date     Condition        Report By
 JD1764  HISTORY     - 1963     MONUMENTED       CGS
 JD1764
 JD1764                          STATION DESCRIPTION
 JD1764
 JD1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1764'6.6 MI ENE FROM JOHNSON CITY.
 JD1764'ABOUT 0.8 MILE NORTH ALONG STATE ROAD M FROM THE C.L. PIEPMEIER
 JD1764'STORE AT JOHNSON CITY, THENCE 0.95 MILE EAST ALONG A GRAVELED
 JD1764'ROAD, THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 JD1764'MILE EAST ALONG A GRAVELED ROAD, THENCE 0.25 SOUTH ALONG A GRAVELED
 JD1764'ROAD, THENCE 1.0 MILE EAST ALONG AN UNGRADED DIRT ROAD, THENCE 0.5
 JD1764'MILE EAST ALONG A POWER LINE ALONG THE NORTH SIDE OF A FIELD TO A
 JD1764'DIRT ROAD, THENCE 0.55 MILE EAST ALONG A DIRT ROAD, THENCE 1.0
 JD1764'MILE EAST ALONG A WOODS ROAD, THENCE 0.25 MILE SOUTH ALONG A
 JD1764'GRAVELED ROAD, OR 0.15 MILE WEST ALONG AN ASPHALT STREET FROM THE
 JD1764'ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT LOWRY CITY, THENCE 4.2
 JD1764'MILE SOUTHWEST ALONG STATE ROAD D, THENCE 2.7 MILES WEST ALONG A
 JD1764'GRAVELED ROAD, THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 JD1764'1.65 MILES WEST-NORTHWEST ALONG A GRAVELED ROAD, IN SECTION 30,
 JD1764'T 39 N, R 26 W, 0.1 MILE NORTH OF A FARMHOUSE ON A HILL ON THE
 JD1764'WEST SIDE OF THE ROAD, 0.15 MILE NORTH OF A SMALL POND ON THE
 JD1764'EAST SIDE OF THE ROAD, 139 FEET NORTH OF A FENCE, 35 FEET EAST
 JD1764'OF THE CENTER LINE OF THE ROAD, 37 FEET SOUTH OF A POWER POLE,
 JD1764'7 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JD1764'TOP OF A FLAT ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0957 ***********************************************************************
 GD0957  DESIGNATION -  L 25
 GD0957  PID         -  GD0957
 GD0957  STATE/COUNTY-  MO/SCOTT
 GD0957  USGS QUAD   -  SIKESTON NORTH (1979)
 GD0957
 GD0957                         *CURRENT SURVEY CONTROL
 GD0957  ___________________________________________________________________
 GD0957* NAD 83(1986)-  36 52 36.     (N)    089 35 17.     (W)     SCALED    
 GD0957* NAVD 88     -       100.390  (meters)     329.36   (feet)  ADJUSTED  
 GD0957  ___________________________________________________________________
 GD0957  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD0957  DYNAMIC HT  -         100.313 (meters)     329.11  (feet)  COMP
 GD0957  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 GD0957
 GD0957  VERT ORDER  -  SECOND    CLASS 0
 GD0957
 GD0957.The horizontal coordinates were scaled from a topographic map and have
 GD0957.an estimated accuracy of +/- 6 seconds.
 GD0957
 GD0957.The orthometric height was determined by differential leveling
 GD0957.and adjusted by the National Geodetic Survey in June 1991..
 GD0957
 GD0957.The geoid height was determined by GEOID03.
 GD0957
 GD0957.The dynamic height is computed by dividing the NAVD 88
 GD0957.geopotential number by the normal gravity value computed on the
 GD0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0957.degrees latitude (g = 980.6199 gals.).
 GD0957
 GD0957.The modeled gravity was interpolated from observed gravity values.
 GD0957
 GD0957;                    North         East    Units  Estimated Accuracy
 GD0957;SPC MO E     -   116,160.      331,300.      MT  (+/- 180 meters Scaled)
 GD0957
 GD0957                          SUPERSEDED SURVEY CONTROL
 GD0957
 GD0957  NGVD 29 (??/??/??)  100.331  (m)          329.17   (f) ADJUSTED    2 0
 GD0957
 GD0957.Superseded values are not recommended for survey control.
 GD0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0957.See file dsdata.txt to determine how the superseded data were derived.
 GD0957
 GD0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF693843(NAD 83)
 GD0957_MARKER: DB = BENCH MARK DISK
 GD0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0957_STAMPING: L 25 1933
 GD0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0957+STABILITY: SURFACE MOTION
 GD0957
 GD0957  HISTORY     - Date     Condition        Report By
 GD0957  HISTORY     - 1933     MONUMENTED       CGS
 GD0957  HISTORY     - 20020817 MARK NOT FOUND   USACE
 GD0957
 GD0957                          STATION DESCRIPTION
 GD0957
 GD0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0957'AT SIKESTON.
 GD0957'AT SIKESTON, SCOTT COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 7-1/2
 GD0957'RAILS WEST OF THE SECOND STREET CROSSING EAST OF THE STATION, 8
 GD0957'FEET NORTH OF THE NORTH RAIL, AND IN THE SOUTHEAST CORNER OF THE
 GD0957'RAILROAD PARK.  A STANDARD DISK, STAMPED L 25 1933 AND SET IN
 GD0957'THE TOP OF A CONCRETE POST.
 GD0957
 GD0957                          STATION RECOVERY (2002)
 GD0957
 GD0957'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0593 ***********************************************************************
 JE0593  DESIGNATION -  L 250
 JE0593  PID         -  JE0593
 JE0593  STATE/COUNTY-  MO/BATES
 JE0593  USGS QUAD   -  JOHNSTOWN (1981)
 JE0593
 JE0593                         *CURRENT SURVEY CONTROL
 JE0593  ___________________________________________________________________
 JE0593* NAD 83(1986)-  38 15 53.     (N)    094 04 59.     (W)     SCALED    
 JE0593* NAVD 88     -       243.409  (meters)     798.58   (feet)  ADJUSTED  
 JE0593  ___________________________________________________________________
 JE0593  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JE0593  DYNAMIC HT  -         243.234 (meters)     798.01  (feet)  COMP
 JE0593  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 JE0593
 JE0593  VERT ORDER  -  SECOND    CLASS 0
 JE0593
 JE0593.The horizontal coordinates were scaled from a topographic map and have
 JE0593.an estimated accuracy of +/- 6 seconds.
 JE0593
 JE0593.The orthometric height was determined by differential leveling
 JE0593.and adjusted by the National Geodetic Survey in June 1991..
 JE0593
 JE0593.The geoid height was determined by GEOID03.
 JE0593
 JE0593.The dynamic height is computed by dividing the NAVD 88
 JE0593.geopotential number by the normal gravity value computed on the
 JE0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0593.degrees latitude (g = 980.6199 gals.).
 JE0593
 JE0593.The modeled gravity was interpolated from observed gravity values.
 JE0593
 JE0593;                    North         East    Units  Estimated Accuracy
 JE0593;SPC MO W     -   232,910.      886,490.      MT  (+/- 180 meters Scaled)
 JE0593
 JE0593                          SUPERSEDED SURVEY CONTROL
 JE0593
 JE0593  NGVD 29 (??/??/92)  243.302  (m)          798.23   (f) ADJ UNCH    2 0
 JE0593
 JE0593.Superseded values are not recommended for survey control.
 JE0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0593.See file dsdata.txt to determine how the superseded data were derived.
 JE0593
 JE0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC052357(NAD 83)
 JE0593_MARKER: DB = BENCH MARK DISK
 JE0593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0593_SP_SET: 16 FEET
 JE0593_STAMPING: L 250 1963
 JE0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0593
 JE0593  HISTORY     - Date     Condition        Report By
 JE0593  HISTORY     - 1963     MONUMENTED       CGS
 JE0593  HISTORY     - 20060826 GOOD             INDIV
 JE0593
 JE0593                          STATION DESCRIPTION
 JE0593
 JE0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0593'2.7 MI E FROM SPRUCE.
 JE0593'ABOUT 2.75 MILES EAST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0593'CHURCH AT SPRUCE, ABOUT 0.75 MILE WEST OF THE BATES-HENRY COUNTY
 JE0593'LINE, IN SECTION 13, T 40 N, R 29 W, 69 FEET NORTH-NORTHEAST
 JE0593'OF THE CENTER LINE OF A CURVE IN STATE ROAD H, 32 FEET SOUTH
 JE0593'OF THE CENTER LINE OF A DIRT ROAD WHICH INTERSECTS WEST PORTION
 JE0593'OF CURVE IN STATE ROAD H, 7 1/2 FEET SOUTH OF A 14-INCH OAK
 JE0593'TREE IN A FENCE LINE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 JE0593'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 JE0593'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 16
 JE0593'FEET AND ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
 JE0593
 JE0593                          STATION RECOVERY (2006)
 JE0593
 JE0593'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0593'THE FENCELINE HAS BEEN REMOVED.  THE 14-INCH OAK TREE IS LARGER AND
 JE0593'STILL GROWING.
 JE0593' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0654 ***********************************************************************
 JE0654  DESIGNATION -  L 251
 JE0654  PID         -  JE0654
 JE0654  STATE/COUNTY-  MO/BATES
 JE0654  USGS QUAD   -  PLEASANT GAP (1961)
 JE0654
 JE0654                         *CURRENT SURVEY CONTROL
 JE0654  ___________________________________________________________________
 JE0654* NAD 83(1986)-  38 14 49.     (N)    094 14 21.     (W)     SCALED    
 JE0654* NAVD 88     -       274.757  (meters)     901.43   (feet)  ADJUSTED  
 JE0654  ___________________________________________________________________
 JE0654  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0654  DYNAMIC HT  -         274.558 (meters)     900.78  (feet)  COMP
 JE0654  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 JE0654
 JE0654  VERT ORDER  -  SECOND    CLASS 0
 JE0654
 JE0654.The horizontal coordinates were scaled from a topographic map and have
 JE0654.an estimated accuracy of +/- 6 seconds.
 JE0654
 JE0654.The orthometric height was determined by differential leveling
 JE0654.and adjusted by the National Geodetic Survey in June 1991..
 JE0654
 JE0654.The geoid height was determined by GEOID03.
 JE0654
 JE0654.The dynamic height is computed by dividing the NAVD 88
 JE0654.geopotential number by the normal gravity value computed on the
 JE0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0654.degrees latitude (g = 980.6199 gals.).
 JE0654
 JE0654.The modeled gravity was interpolated from observed gravity values.
 JE0654
 JE0654;                    North         East    Units  Estimated Accuracy
 JE0654;SPC MO W     -   230,890.      872,830.      MT  (+/- 180 meters Scaled)
 JE0654
 JE0654                          SUPERSEDED SURVEY CONTROL
 JE0654
 JE0654  NGVD 29 (??/??/92)  274.640  (m)          901.05   (f) ADJ UNCH    2 0
 JE0654
 JE0654.Superseded values are not recommended for survey control.
 JE0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0654.See file dsdata.txt to determine how the superseded data were derived.
 JE0654
 JE0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC915339(NAD 83)
 JE0654_MARKER: DB = BENCH MARK DISK
 JE0654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0654_SP_SET: 8 FEET
 JE0654_STAMPING: L 251 1963
 JE0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0654
 JE0654  HISTORY     - Date     Condition        Report By
 JE0654  HISTORY     - 1963     MONUMENTED       CGS
 JE0654  HISTORY     - 20060819 GOOD             INDIV
 JE0654
 JE0654                          STATION DESCRIPTION
 JE0654
 JE0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0654'7.3 MI E FROM BUTLER.
 JE0654'ABOUT 0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0654'THE STATION AT BUTLER, THENCE 5.95 MILES EAST ALONG STATE
 JE0654'ROAD H, THENCE 1.05 MILES SOUTH ALONG A GRAVELED ROAD, 57 FEET
 JE0654'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 51 FEET SOUTH
 JE0654'OF THE CENTER LINE OF A GRAVELED ROAD, 23 FEET EAST OF THE
 JE0654'CENTER LINE OF A NORTH-SOUTH ROAD, 18 1/2 FEET NORTHWEST OF
 JE0654'A LONE 16-INCH ELM TREE, 1 FOOT WEST OF A FENCE, 1.0 FOOT
 JE0654'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE
 JE0654'LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JE0654'ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A
 JE0654'6-INCH TILE WHICH PROJECTS 4 INCHES.
 JE0654
 JE0654                          STATION RECOVERY (2006)
 JE0654
 JE0654'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0654'THE 16-INCH ELM TREE HAS BEEN REMOVED.
 JE0654' 
 JE0654'THE TILE NOW PROJECTS 1.1 FOOT ABOVE GROUND AND THE MARKER PROJECTS
 JE0654'0.67 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0002 ***********************************************************************
 JE0002  DESIGNATION -  L 252
 JE0002  PID         -  JE0002
 JE0002  STATE/COUNTY-  MO/CASS
 JE0002  USGS QUAD   -  AUSTIN (1981)
 JE0002
 JE0002                         *CURRENT SURVEY CONTROL
 JE0002  ___________________________________________________________________
 JE0002* NAD 83(1986)-  38 30 27.     (N)    094 21 09.     (W)     SCALED    
 JE0002* NAVD 88     -       243.001  (meters)     797.25   (feet)  ADJUSTED  
 JE0002  ___________________________________________________________________
 JE0002  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0002  DYNAMIC HT  -         242.832 (meters)     796.69  (feet)  COMP
 JE0002  MODELED GRAV-     979,926.8   (mgal)                       NAVD 88
 JE0002
 JE0002  VERT ORDER  -  FIRST     CLASS II
 JE0002
 JE0002.The horizontal coordinates were scaled from a topographic map and have
 JE0002.an estimated accuracy of +/- 6 seconds.
 JE0002
 JE0002.The orthometric height was determined by differential leveling
 JE0002.and adjusted by the National Geodetic Survey in June 1991..
 JE0002
 JE0002.The geoid height was determined by GEOID03.
 JE0002
 JE0002.The dynamic height is computed by dividing the NAVD 88
 JE0002.geopotential number by the normal gravity value computed on the
 JE0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0002.degrees latitude (g = 980.6199 gals.).
 JE0002
 JE0002.The modeled gravity was interpolated from observed gravity values.
 JE0002
 JE0002;                    North         East    Units  Estimated Accuracy
 JE0002;SPC MO W     -   259,790.      862,870.      MT  (+/- 180 meters Scaled)
 JE0002
 JE0002                          SUPERSEDED SURVEY CONTROL
 JE0002
 JE0002  NGVD 29 (??/??/92)  242.888  (m)          796.88   (f) ADJ UNCH    1 2
 JE0002
 JE0002.Superseded values are not recommended for survey control.
 JE0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0002.See file dsdata.txt to determine how the superseded data were derived.
 JE0002
 JE0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC820629(NAD 83)
 JE0002_MARKER: DB = BENCH MARK DISK
 JE0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0002_SP_SET: BRIDGE
 JE0002_STAMPING: L 252 1963
 JE0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0002
 JE0002  HISTORY     - Date     Condition        Report By
 JE0002  HISTORY     - 1963     MONUMENTED       CGS
 JE0002
 JE0002                          STATION DESCRIPTION
 JE0002
 JE0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0002'2 MI N FROM ARCHIE.
 JE0002'ABOUT 1.95 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0002'THE STATION AT ARCHIE, 6 1/2 TELEPHONE POLES NORTH OF MILEPOST 270,
 JE0002'9 FEET EAST OF THE EAST RAIL, 1 FOOT EAST OF THE STEEL BASE OF A
 JE0002'SUPPORTING STEEL GIRDER OF A BRIDGE, 6 FEET BELOW THE LEVEL OF
 JE0002'THE RAILS, AND SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 JE0002'SEAT OF BRIDGE NUMBER 269.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0811 ***********************************************************************
 JE0811  DESIGNATION -  L 253
 JE0811  PID         -  JE0811
 JE0811  STATE/COUNTY-  MO/BATES
 JE0811  USGS QUAD   -  DREXEL (1973)
 JE0811
 JE0811                         *CURRENT SURVEY CONTROL
 JE0811  ___________________________________________________________________
 JE0811* NAD 83(1986)-  38 23 48.     (N)    094 30 13.     (W)     SCALED    
 JE0811* NAVD 88     -       266.988  (meters)     875.94   (feet)  ADJUSTED  
 JE0811  ___________________________________________________________________
 JE0811  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JE0811  DYNAMIC HT  -         266.799 (meters)     875.32  (feet)  COMP
 JE0811  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 JE0811
 JE0811  VERT ORDER  -  SECOND    CLASS 0
 JE0811
 JE0811.The horizontal coordinates were scaled from a topographic map and have
 JE0811.an estimated accuracy of +/- 6 seconds.
 JE0811
 JE0811.The orthometric height was determined by differential leveling
 JE0811.and adjusted by the National Geodetic Survey in June 1991..
 JE0811
 JE0811.The geoid height was determined by GEOID03.
 JE0811
 JE0811.The dynamic height is computed by dividing the NAVD 88
 JE0811.geopotential number by the normal gravity value computed on the
 JE0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0811.degrees latitude (g = 980.6199 gals.).
 JE0811
 JE0811.The modeled gravity was interpolated from observed gravity values.
 JE0811
 JE0811;                    North         East    Units  Estimated Accuracy
 JE0811;SPC MO W     -   247,480.      849,690.      MT  (+/- 180 meters Scaled)
 JE0811
 JE0811                          SUPERSEDED SURVEY CONTROL
 JE0811
 JE0811  NGVD 29 (??/??/92)  266.867  (m)          875.55   (f) ADJ UNCH    2 0
 JE0811
 JE0811.Superseded values are not recommended for survey control.
 JE0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0811.See file dsdata.txt to determine how the superseded data were derived.
 JE0811
 JE0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC686508(NAD 83)
 JE0811_MARKER: DB = BENCH MARK DISK
 JE0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0811_SP_SET: CULVERT
 JE0811_STAMPING: L 253 1963
 JE0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0811
 JE0811  HISTORY     - Date     Condition        Report By
 JE0811  HISTORY     - 1963     MONUMENTED       CGS
 JE0811
 JE0811                          STATION DESCRIPTION
 JE0811
 JE0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0811'8.3 MI W FROM ADRIAN.
 JE0811'ABOUT 8.3 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0811'PACIFIC RAILROAD STATION AT ADRIAN, 0.4 MILE EAST OF THE JUNCTION
 JE0811'OF STATE HIGHWAY 18 AND STATE ROAD CC, 14 FEET SOUTH OF THE
 JE0811'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND
 JE0811'SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL
 JE0811'OF A BOX TYPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0792 ***********************************************************************
 JE0792  DESIGNATION -  L 254
 JE0792  PID         -  JE0792
 JE0792  STATE/COUNTY-  MO/BATES
 JE0792  USGS QUAD   -  AMORET (1973)
 JE0792
 JE0792                         *CURRENT SURVEY CONTROL
 JE0792  ___________________________________________________________________
 JE0792* NAD 83(1986)-  38 16 01.     (N)    094 31 56.     (W)     SCALED    
 JE0792* NAVD 88     -       259.991  (meters)     852.99   (feet)  ADJUSTED  
 JE0792  ___________________________________________________________________
 JE0792  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JE0792  DYNAMIC HT  -         259.805 (meters)     852.38  (feet)  COMP
 JE0792  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 JE0792
 JE0792  VERT ORDER  -  SECOND    CLASS 0
 JE0792
 JE0792.The horizontal coordinates were scaled from a topographic map and have
 JE0792.an estimated accuracy of +/- 6 seconds.
 JE0792
 JE0792.The orthometric height was determined by differential leveling
 JE0792.and adjusted by the National Geodetic Survey in June 1991..
 JE0792.WARNING-Repeat measurements at this control monument indicate possible
 JE0792.vertical movement.
 JE0792
 JE0792.The geoid height was determined by GEOID03.
 JE0792
 JE0792.The dynamic height is computed by dividing the NAVD 88
 JE0792.geopotential number by the normal gravity value computed on the
 JE0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0792.degrees latitude (g = 980.6199 gals.).
 JE0792
 JE0792.The modeled gravity was interpolated from observed gravity values.
 JE0792
 JE0792;                    North         East    Units  Estimated Accuracy
 JE0792;SPC MO W     -   233,080.      847,180.      MT  (+/- 180 meters Scaled)
 JE0792
 JE0792                          SUPERSEDED SURVEY CONTROL
 JE0792
 JE0792  NGVD 29 (??/??/92)  259.882  (m)          852.63   (f) ADJ UNCH    2 0
 JE0792
 JE0792.Superseded values are not recommended for survey control.
 JE0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0792.See file dsdata.txt to determine how the superseded data were derived.
 JE0792
 JE0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC659365(NAD 83)
 JE0792_MARKER: DB = BENCH MARK DISK
 JE0792_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0792_SP_SET: 6 FEET
 JE0792_STAMPING: L 254 1963
 JE0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0792+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 JE0792
 JE0792  HISTORY     - Date     Condition        Report By
 JE0792  HISTORY     - 1963     MONUMENTED       CGS
 JE0792  HISTORY     - 20010611 GOOD             SKW
 JE0792  HISTORY     - 20050312 GOOD             GEOCAC
 JE0792
 JE0792                          STATION DESCRIPTION
 JE0792
 JE0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0792'2.2 MI W FROM VIRGINIA.
 JE0792'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0792'CHURCH AT VIRGINIA, AT A LONG CURVE IN THE HIGHWAY, 103 FEET
 JE0792'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, IN THE NORTHWEST
 JE0792'CORNER OF A TRIANGULAR PLOT OF GROUND WHICH DIVIDES THE ROADS,
 JE0792'95 YARDS NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET
 JE0792'EAST OF THE CENTER LINE OF COUNTY ROAD J WHICH LEADS NORTH, 73
 JE0792'FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD, 29 FEET NORTHWEST
 JE0792'OF A 28-INCH OAK TREE, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 JE0792'POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 JE0792'DRIVEN TO A DEPTH OF 6 FEET AND IS ENCASED IN A 6-INCH TILE
 JE0792'WHICH PROJECTS 4 INCHES
 JE0792
 JE0792                          STATION RECOVERY (2001)
 JE0792
 JE0792'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE0792'RECOVERED IN GOOD CONDITION.
 JE0792
 JE0792                          STATION RECOVERY (2005)
 JE0792
 JE0792'RECOVERY NOTE BY GEOCACHING 2005 (SGK)
 JE0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1664 ***********************************************************************
 JD1664  DESIGNATION -  L 255
 JD1664  PID         -  JD1664
 JD1664  STATE/COUNTY-  MO/HENRY
 JD1664  USGS QUAD   -  HARTWELL (1981)
 JD1664
 JD1664                         *CURRENT SURVEY CONTROL
 JD1664  ___________________________________________________________________
 JD1664* NAD 83(1986)-  38 25 41.     (N)    093 55 07.     (W)     SCALED    
 JD1664* NAVD 88     -       230.066  (meters)     754.81   (feet)  ADJUSTED  
 JD1664  ___________________________________________________________________
 JD1664  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JD1664  DYNAMIC HT  -         229.908 (meters)     754.29  (feet)  COMP
 JD1664  MODELED GRAV-     979,933.9   (mgal)                       NAVD 88
 JD1664
 JD1664  VERT ORDER  -  SECOND    CLASS 0
 JD1664
 JD1664.The horizontal coordinates were scaled from a topographic map and have
 JD1664.an estimated accuracy of +/- 6 seconds.
 JD1664
 JD1664.The orthometric height was determined by differential leveling
 JD1664.and adjusted by the National Geodetic Survey in June 1991..
 JD1664
 JD1664.The geoid height was determined by GEOID03.
 JD1664
 JD1664.The dynamic height is computed by dividing the NAVD 88
 JD1664.geopotential number by the normal gravity value computed on the
 JD1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1664.degrees latitude (g = 980.6199 gals.).
 JD1664
 JD1664.The modeled gravity was interpolated from observed gravity values.
 JD1664
 JD1664;                    North         East    Units  Estimated Accuracy
 JD1664;SPC MO W     -   251,120.      900,760.      MT  (+/- 180 meters Scaled)
 JD1664
 JD1664                          SUPERSEDED SURVEY CONTROL
 JD1664
 JD1664  NGVD 29 (??/??/92)  229.946  (m)          754.41   (f) ADJ UNCH    2 0
 JD1664
 JD1664.Superseded values are not recommended for survey control.
 JD1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1664.See file dsdata.txt to determine how the superseded data were derived.
 JD1664
 JD1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC198537(NAD 83)
 JD1664_MARKER: DB = BENCH MARK DISK
 JD1664_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1664_SP_SET: 12 1/2 FEET
 JD1664_STAMPING: L 255 1963
 JD1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1664
 JD1664  HISTORY     - Date     Condition        Report By
 JD1664  HISTORY     - 1963     MONUMENTED       CGS
 JD1664
 JD1664                          STATION DESCRIPTION
 JD1664
 JD1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1664'5.4 MI SE FROM URICH.
 JD1664'ABOUT 5.45 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE
 JD1664'STATE HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, 72 FEET
 JD1664'SOUTH OF THE CENTER LINE OF A LONG CURVE IN THE HIGHWAY, 22 FEET
 JD1664'SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING WEST,
 JD1664'15 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH,
 JD1664'7 FEET NORTH OF A POWER POLE, 2.0 FEET WEST OF A METAL WITNESS
 JD1664'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET ON TOP OF A 5/8-INCH
 JD1664'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 1/2 FEET AND
 JD1664'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0183 ***********************************************************************
 JE0183  DESIGNATION -  L 256
 JE0183  PID         -  JE0183
 JE0183  STATE/COUNTY-  MO/CASS
 JE0183  USGS QUAD   -  RAYMORE (1990)
 JE0183
 JE0183                         *CURRENT SURVEY CONTROL
 JE0183  ___________________________________________________________________
 JE0183* NAD 83(1986)-  38 48 43.     (N)    094 28 27.     (W)     SCALED    
 JE0183* NAVD 88     -       330.384  (meters)    1083.93   (feet)  ADJUSTED  
 JE0183  ___________________________________________________________________
 JE0183  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JE0183  DYNAMIC HT  -         330.162 (meters)    1083.21  (feet)  COMP
 JE0183  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 JE0183
 JE0183  VERT ORDER  -  FIRST     CLASS II
 JE0183
 JE0183.The horizontal coordinates were scaled from a topographic map and have
 JE0183.an estimated accuracy of +/- 6 seconds.
 JE0183
 JE0183.The orthometric height was determined by differential leveling
 JE0183.and adjusted by the National Geodetic Survey in June 1991..
 JE0183
 JE0183.The geoid height was determined by GEOID03.
 JE0183
 JE0183.The dynamic height is computed by dividing the NAVD 88
 JE0183.geopotential number by the normal gravity value computed on the
 JE0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0183.degrees latitude (g = 980.6199 gals.).
 JE0183
 JE0183.The modeled gravity was interpolated from observed gravity values.
 JE0183
 JE0183;                    North         East    Units  Estimated Accuracy
 JE0183;SPC MO W     -   293,570.      852,240.      MT  (+/- 180 meters Scaled)
 JE0183
 JE0183                          SUPERSEDED SURVEY CONTROL
 JE0183
 JE0183  NGVD 29 (??/??/92)  330.267  (m)         1083.55   (f) ADJ UNCH    1 2
 JE0183
 JE0183.Superseded values are not recommended for survey control.
 JE0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0183.See file dsdata.txt to determine how the superseded data were derived.
 JE0183
 JE0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC720969(NAD 83)
 JE0183_MARKER: DB = BENCH MARK DISK
 JE0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0183_STAMPING: L 256 1963
 JE0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0183+STABILITY: SURFACE MOTION
 JE0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0183+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 JE0183
 JE0183  HISTORY     - Date     Condition        Report By
 JE0183  HISTORY     - 1963     MONUMENTED       CGS
 JE0183  HISTORY     - 20050423 GOOD             INDIV
 JE0183
 JE0183                          STATION DESCRIPTION
 JE0183
 JE0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0183'1.8 MI NW FROM RAYMORE.
 JE0183'ABOUT 0.2 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE
 JE0183'AT RAYMORE, THENCE 0.15 MILE NORTH ALONG MADISON STREET, THENCE
 JE0183'1.45 MILES NORTHWEST ALONG STATE HIGHWAY 58, OR 3.3 MILES EAST
 JE0183'ALONG STATE HIGHWAY 58 FROM THE ASSEMBLY OF GOD CHURCH AT BELTON,
 JE0183'AT A ROAD INTERSECTION, 0.1 MILE WEST OF A TILE SILO, 113 FEET
 JE0183'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 58, 22 FEET EAST OF THE
 JE0183'CENTER LINE OF A GRAVELED ROAD, 80 FEET SOUTH OF A CORNER FENCE
 JE0183'POST, 16 FEET NORTH OF A 20-INCH ELM TREE, 1 FOOT WEST OF A
 JE0183'FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST ABOUT 2 FEET ABOVE
 JE0183'THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE
 JE0183'POST PROJECTING 5 INCHES.
 JE0183
 JE0183                          STATION RECOVERY (2005)
 JE0183
 JE0183'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0183'THE TILE SILO HAS BEEN REMOVED.  THE GRAVELED ROAD IS CROSSED AND
 JE0183'COVERED IN GRASS BETWEEN TWO TREE LINES.  THE CORNER FENCE POST AND
 JE0183'FENCE HAVE BEEN REMOVED.  THE 20-INCH ELM TREE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0311 ***********************************************************************
 JD0311  DESIGNATION -  L 257
 JD0311  PID         -  JD0311
 JD0311  STATE/COUNTY-  MO/MORGAN
 JD0311  USGS QUAD   -  STOVER (1982)
 JD0311
 JD0311                         *CURRENT SURVEY CONTROL
 JD0311  ___________________________________________________________________
 JD0311* NAD 83(1986)-  38 25 33.     (N)    092 52 33.     (W)     SCALED    
 JD0311* NAVD 88     -       312.219  (meters)    1024.34   (feet)  ADJUSTED  
 JD0311  ___________________________________________________________________
 JD0311  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JD0311  DYNAMIC HT  -         311.993 (meters)    1023.60  (feet)  COMP
 JD0311  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 JD0311
 JD0311  VERT ORDER  -  SECOND    CLASS 0
 JD0311
 JD0311.The horizontal coordinates were scaled from a topographic map and have
 JD0311.an estimated accuracy of +/- 6 seconds.
 JD0311
 JD0311.The orthometric height was determined by differential leveling
 JD0311.and adjusted by the National Geodetic Survey in June 1991..
 JD0311
 JD0311.The geoid height was determined by GEOID03.
 JD0311
 JD0311.The dynamic height is computed by dividing the NAVD 88
 JD0311.geopotential number by the normal gravity value computed on the
 JD0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0311.degrees latitude (g = 980.6199 gals.).
 JD0311
 JD0311.The modeled gravity was interpolated from observed gravity values.
 JD0311
 JD0311;                    North         East    Units  Estimated Accuracy
 JD0311;SPC MO C     -   287,760.      467,180.      MT  (+/- 180 meters Scaled)
 JD0311
 JD0311                          SUPERSEDED SURVEY CONTROL
 JD0311
 JD0311  NGVD 29 (??/??/92)  312.102  (m)         1023.95   (f) ADJ UNCH    2 0
 JD0311
 JD0311.Superseded values are not recommended for survey control.
 JD0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0311.See file dsdata.txt to determine how the superseded data were derived.
 JD0311
 JD0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC108530(NAD 83)
 JD0311_MARKER: DB = BENCH MARK DISK
 JD0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0311_SP_SET: CULVERT
 JD0311_STAMPING: L 257 1963
 JD0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0311
 JD0311  HISTORY     - Date     Condition        Report By
 JD0311  HISTORY     - 1963     MONUMENTED       CGS
 JD0311
 JD0311                          STATION DESCRIPTION
 JD0311
 JD0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0311'2.4 MI W FROM VERSAILLES.
 JD0311'ABOUT 2.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD0311'RAILROAD FROM THE STATION AT VERSAILLES, 13 1/2 POLES WEST OF
 JD0311'MILEPOST 179, 11 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF
 JD0311'THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A LARGE CONCRETE
 JD0311'CULVERT, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1089 ***********************************************************************
 JD1089  DESIGNATION -  L 258
 JD1089  PID         -  JD1089
 JD1089  STATE/COUNTY-  MO/PETTIS
 JD1089  USGS QUAD   -  SEDALIA WEST (1973)
 JD1089
 JD1089                         *CURRENT SURVEY CONTROL
 JD1089  ___________________________________________________________________
 JD1089* NAD 83(1986)-  38 37 40.     (N)    093 21 03.     (W)     SCALED    
 JD1089* NAVD 88     -       255.480  (meters)     838.19   (feet)  ADJUSTED  
 JD1089  ___________________________________________________________________
 JD1089  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1089  DYNAMIC HT  -         255.302 (meters)     837.60  (feet)  COMP
 JD1089  MODELED GRAV-     979,924.6   (mgal)                       NAVD 88
 JD1089
 JD1089  VERT ORDER  -  SECOND    CLASS 0
 JD1089
 JD1089.The horizontal coordinates were scaled from a topographic map and have
 JD1089.an estimated accuracy of +/- 6 seconds.
 JD1089
 JD1089.The orthometric height was determined by differential leveling
 JD1089.and adjusted by the National Geodetic Survey in June 1991..
 JD1089
 JD1089.The geoid height was determined by GEOID03.
 JD1089
 JD1089.The dynamic height is computed by dividing the NAVD 88
 JD1089.geopotential number by the normal gravity value computed on the
 JD1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1089.degrees latitude (g = 980.6199 gals.).
 JD1089
 JD1089.The modeled gravity was interpolated from observed gravity values.
 JD1089
 JD1089;                    North         East    Units  Estimated Accuracy
 JD1089;SPC MO C     -   310,460.      425,920.      MT  (+/- 180 meters Scaled)
 JD1089
 JD1089                          SUPERSEDED SURVEY CONTROL
 JD1089
 JD1089  NGVD 29 (??/??/92)  255.370  (m)          837.83   (f) ADJ UNCH    2 0
 JD1089
 JD1089.Superseded values are not recommended for survey control.
 JD1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1089.See file dsdata.txt to determine how the superseded data were derived.
 JD1089
 JD1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC694755(NAD 83)
 JD1089_MARKER: DB = BENCH MARK DISK
 JD1089_SETTING: 66 = SET IN ROCK OUTCROP
 JD1089_SP_SET: ROCK OUTCROP
 JD1089_STAMPING: L 258 1963
 JD1089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1089+STABILITY: POSITION/ELEVATION WELL
 JD1089
 JD1089  HISTORY     - Date     Condition        Report By
 JD1089  HISTORY     - 1963     MONUMENTED       CGS
 JD1089
 JD1089                          STATION DESCRIPTION
 JD1089
 JD1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1089'3.8 MI NE FROM GREEN RIDGE.
 JD1089'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE POST
 JD1089'OFFICE AT GREEN RIDGE, THENCE 1.5 MILES NORTHEAST ALONG THE
 JD1089'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 1.3 MILES EAST ALONG STATE
 JD1089'ROAD B, THENCE 0.7 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.15
 JD1089'MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 4, T 44 N, R 22 W,
 JD1089'37 FEET WEST OF THE CENTER LINE OF THE ROAD, 250 NORTH OF THE
 JD1089'NORTH END OF A BRIDGE OVER BASIN FORK CREEK, ABOUT LEVEL WITH
 JD1089'THE ROAD, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A LARGE
 JD1089'FLAT LIMESTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1019 ***********************************************************************
 JD1019  DESIGNATION -  L 259 RESET
 JD1019  PID         -  JD1019
 JD1019  STATE/COUNTY-  MO/PETTIS
 JD1019  USGS QUAD   -  SEDALIA WEST (1973)
 JD1019
 JD1019                         *CURRENT SURVEY CONTROL
 JD1019  ___________________________________________________________________
 JD1019* NAD 83(1986)-  38 38 51.     (N)    093 15 37.     (W)     SCALED    
 JD1019* NAVD 88     -       255.23   (meters)     837.4    (feet)  RESET     
 JD1019  ___________________________________________________________________
 JD1019  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1019
 JD1019  VERT ORDER  -  THIRD
 JD1019
 JD1019.The horizontal coordinates were scaled from a topographic map and have
 JD1019.an estimated accuracy of +/- 6 seconds.
 JD1019
 JD1019.The orthometric height was computed from unverified reset data.
 JD1019.No vertical observational check was made to the station.
 JD1019
 JD1019.The geoid height was determined by GEOID03.
 JD1019
 JD1019;                    North         East    Units  Estimated Accuracy
 JD1019;SPC MO C     -   312,580.      433,820.      MT  (+/- 180 meters Scaled)
 JD1019
 JD1019                          SUPERSEDED SURVEY CONTROL
 JD1019
 JD1019  NGVD 29 (02/22/06)  255.13   (m)          837.0    (f) RESET       3  
 JD1019
 JD1019.Superseded values are not recommended for survey control.
 JD1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1019.See file dsdata.txt to determine how the superseded data were derived.
 JD1019
 JD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC773776(NAD 83)
 JD1019_MARKER: P = PIPE CAP
 JD1019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD1019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD1019_STAMPING: L 259 RESET 1974
 JD1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1019
 JD1019  HISTORY     - Date     Condition        Report By
 JD1019  HISTORY     - 1974     MONUMENTED       NGS
 JD1019
 JD1019                          STATION DESCRIPTION
 JD1019
 JD1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JD1019'5.4 MI SW FROM SEDALIA.
 JD1019'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1019'RAILROAD FROM THE STATION AT SEDALIA, THENCE 3.2 MILES SOUTH
 JD1019'ALONG U.S. HIGHWAY 65, IN SECTION 29, T 45 N, R 21 W, 24.5 FEET
 JD1019'NORTH OF HIGHWAY STATIONING 137+75.5 FEET, 2 FEET SOUTH OF THE SOUTH
 JD1019'BRACE FENCE POST, 0.9 FOOT WEST OF A FENCE, 0.9 FOOT NORTH OF
 JD1019'A METAL WITNESS POST, ON THE EAST RIGHT-OF-WAY OF HIGHWAY 65
 JD1019'AND SOUTHEAST OF A CONCRETE CULVERT UNDER THE HIGHWAY.  A 4-INCH
 JD1019'CAST ALUMINUM BENCH MARK CAP FASTEN TO AN ALUMINUM PIPE 30 INCHES
 JD1019'DEEP WITH THE BASE REINFORCED WITH CONCRETE AND THE TOP OF THE
 JD1019'MARK IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1500 ***********************************************************************
 JD1500  DESIGNATION -  L 260
 JD1500  PID         -  JD1500
 JD1500  STATE/COUNTY-  MO/HENRY
 JD1500  USGS QUAD   -  OHIO (1961)
 JD1500
 JD1500                         *CURRENT SURVEY CONTROL
 JD1500  ___________________________________________________________________
 JD1500* NAD 83(1986)-  38 12 22.     (N)    093 45 13.     (W)     SCALED    
 JD1500* NAVD 88     -       241.621  (meters)     792.72   (feet)  ADJUSTED  
 JD1500  ___________________________________________________________________
 JD1500  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JD1500  DYNAMIC HT  -         241.449 (meters)     792.15  (feet)  COMP
 JD1500  MODELED GRAV-     979,909.8   (mgal)                       NAVD 88
 JD1500
 JD1500  VERT ORDER  -  SECOND    CLASS 0
 JD1500
 JD1500.The horizontal coordinates were scaled from a topographic map and have
 JD1500.an estimated accuracy of +/- 6 seconds.
 JD1500
 JD1500.The orthometric height was determined by differential leveling
 JD1500.and adjusted by the National Geodetic Survey in June 1991..
 JD1500
 JD1500.The geoid height was determined by GEOID03.
 JD1500
 JD1500.The dynamic height is computed by dividing the NAVD 88
 JD1500.geopotential number by the normal gravity value computed on the
 JD1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1500.degrees latitude (g = 980.6199 gals.).
 JD1500
 JD1500.The modeled gravity was interpolated from observed gravity values.
 JD1500
 JD1500;                    North         East    Units  Estimated Accuracy
 JD1500;SPC MO W     -   226,590.      915,370.      MT  (+/- 180 meters Scaled)
 JD1500
 JD1500                          SUPERSEDED SURVEY CONTROL
 JD1500
 JD1500  NGVD 29 (??/??/92)  241.510  (m)          792.35   (f) ADJ UNCH    2 0
 JD1500
 JD1500.Superseded values are not recommended for survey control.
 JD1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1500.See file dsdata.txt to determine how the superseded data were derived.
 JD1500
 JD1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC340289(NAD 83)
 JD1500_MARKER: DB = BENCH MARK DISK
 JD1500_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1500_SP_SET: 9 1/2 FEET
 JD1500_STAMPING: L 260 1962
 JD1500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1500
 JD1500  HISTORY     - Date     Condition        Report By
 JD1500  HISTORY     - 1962     MONUMENTED       CGS
 JD1500  HISTORY     - 1963     GOOD             NGS
 JD1500
 JD1500                          STATION DESCRIPTION
 JD1500
 JD1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1500'5.1 MI N FROM LOWRY CITY.
 JD1500'ABOUT 5.1 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1500'FROM THE STATION AT LOWRY CITY, AT THE CROSSING OF STATE HIGHWAY
 JD1500'13, 3 POLES SOUTHEAST OF MILEPOST 102, 46 FEET SOUTHWEST OF THE
 JD1500'SOUTHWEST RAIL, 120 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 JD1500'13, 2 FEET NORTHEAST OF A FENCE, 1.2 FEET SOUTHEAST OF A METAL
 JD1500'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL, AND ON
 JD1500'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 JD1500'OF 9 1/2 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 4-INCHES.
 JD1500
 JD1500                          STATION RECOVERY (1963)
 JD1500
 JD1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0368 ***********************************************************************
 JE0368  DESIGNATION -  L 261
 JE0368  PID         -  JE0368
 JE0368  STATE/COUNTY-  MO/ST CLAIR
 JE0368  USGS QUAD   -  APPLETON CITY (1981)
 JE0368
 JE0368                         *CURRENT SURVEY CONTROL
 JE0368  ___________________________________________________________________
 JE0368* NAD 83(1986)-  38 12 10.     (N)    094 01 33.     (W)     SCALED    
 JE0368* NAVD 88     -       258.817  (meters)     849.14   (feet)  ADJUSTED  
 JE0368  ___________________________________________________________________
 JE0368  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0368  DYNAMIC HT  -         258.630 (meters)     848.52  (feet)  COMP
 JE0368  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 JE0368
 JE0368  VERT ORDER  -  SECOND    CLASS 0
 JE0368
 JE0368.The horizontal coordinates were scaled from a topographic map and have
 JE0368.an estimated accuracy of +/- 6 seconds.
 JE0368
 JE0368.The orthometric height was determined by differential leveling
 JE0368.and adjusted by the National Geodetic Survey in June 1991..
 JE0368
 JE0368.The geoid height was determined by GEOID03.
 JE0368
 JE0368.The dynamic height is computed by dividing the NAVD 88
 JE0368.geopotential number by the normal gravity value computed on the
 JE0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0368.degrees latitude (g = 980.6199 gals.).
 JE0368
 JE0368.The modeled gravity was interpolated from observed gravity values.
 JE0368
 JE0368;                    North         East    Units  Estimated Accuracy
 JE0368;SPC MO W     -   226,060.      891,530.      MT  (+/- 180 meters Scaled)
 JE0368
 JE0368                          SUPERSEDED SURVEY CONTROL
 JE0368
 JE0368  NGVD 29 (??/??/92)  258.716  (m)          848.80   (f) ADJ UNCH    2 0
 JE0368
 JE0368.Superseded values are not recommended for survey control.
 JE0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0368.See file dsdata.txt to determine how the superseded data were derived.
 JE0368
 JE0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC101288(NAD 83)
 JE0368_MARKER: DB = BENCH MARK DISK
 JE0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0368_SP_SET: CULVERT
 JE0368_STAMPING: L 261 1962
 JE0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0368
 JE0368  HISTORY     - Date     Condition        Report By
 JE0368  HISTORY     - 1962     MONUMENTED       CGS
 JE0368
 JE0368                          STATION DESCRIPTION
 JE0368
 JE0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JE0368'0.8 MI N FROM APPLETON CITY.
 JE0368'ABOUT 0.85 MILE NORTH ALONG THE MISSOURI, KANSAS AND TEXAS
 JE0368'RAILROAD FROM THE STATION AT APPLETON CITY, 6 POLES NORTH OF
 JE0368'MILEPOST 285, 10 FEET EAST OF THE EAST RAIL, ABOUT 3 FEET BELOW
 JE0368'THE LEVEL OF THE RAIL, AND SET IN THE TOP OF THE SOUTH END OF
 JE0368'THE EAST HEADWALL OF A LARGE CONCRETE BOX CULVERT UNDER THE
 JE0368'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0161 ***********************************************************************
 HE0161  DESIGNATION -  L 262
 HE0161  PID         -  HE0161
 HE0161  STATE/COUNTY-  MO/CEDAR
 HE0161  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0161
 HE0161                         *CURRENT SURVEY CONTROL
 HE0161  ___________________________________________________________________
 HE0161* NAD 83(1986)-  37 47 57.     (N)    094 04 18.     (W)     SCALED    
 HE0161* NAVD 88     -       270.793  (meters)     888.43   (feet)  ADJUSTED  
 HE0161  ___________________________________________________________________
 HE0161  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HE0161  DYNAMIC HT  -         270.590 (meters)     887.76  (feet)  COMP
 HE0161  MODELED GRAV-     979,876.1   (mgal)                       NAVD 88
 HE0161
 HE0161  VERT ORDER  -  SECOND    CLASS 0
 HE0161
 HE0161.The horizontal coordinates were scaled from a topographic map and have
 HE0161.an estimated accuracy of +/- 6 seconds.
 HE0161
 HE0161.The orthometric height was determined by differential leveling
 HE0161.and adjusted by the National Geodetic Survey in June 1991..
 HE0161
 HE0161.The geoid height was determined by GEOID03.
 HE0161
 HE0161.The dynamic height is computed by dividing the NAVD 88
 HE0161.geopotential number by the normal gravity value computed on the
 HE0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0161.degrees latitude (g = 980.6199 gals.).
 HE0161
 HE0161.The modeled gravity was interpolated from observed gravity values.
 HE0161
 HE0161;                    North         East    Units  Estimated Accuracy
 HE0161;SPC MO W     -   181,250.      887,720.      MT  (+/- 180 meters Scaled)
 HE0161
 HE0161                          SUPERSEDED SURVEY CONTROL
 HE0161
 HE0161  NGVD 29 (??/??/92)  270.690  (m)          888.09   (f) ADJ UNCH    2 0
 HE0161
 HE0161.Superseded values are not recommended for survey control.
 HE0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0161.See file dsdata.txt to determine how the superseded data were derived.
 HE0161
 HE0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB056840(NAD 83)
 HE0161_MARKER: DB = BENCH MARK DISK
 HE0161_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HE0161_SP_SET: 9 FEET
 HE0161_STAMPING: L 262 1963
 HE0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0161
 HE0161  HISTORY     - Date     Condition        Report By
 HE0161  HISTORY     - 1963     MONUMENTED       CGS
 HE0161
 HE0161                          STATION DESCRIPTION
 HE0161
 HE0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HE0161'9.4 MI NW FROM FILLEY.
 HE0161'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HE0161'CHRISTIAN CHURCH AT FILLEY, THENCE 3.15 MILES WEST ALONG A DIRT
 HE0161'ROAD, THENCE 1.0 MILES NORTH ALONG STATE ROAD HH, OR 0.15 MILE
 HE0161'SOUTH ALONG STATE ROAD AA FROM THE CHRISTIAN CHURCH AT DEDERICK,
 HE0161'THENCE 0.2 MILES WEST ALONG U.S. HIGHWAY 54, THENCE 1.1 MILES
 HE0161'SOUTH ALONG STATE ROAD K, THENCE 1.5 MILES EAST ALONG A DIRT
 HE0161'ROAD, THENCE 1.25 MILES SOUTHEAST ALONG A GRAVELED ROAD, THENCE
 HE0161'1.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.55 MILES SOUTHEAST
 HE0161'ALONG A WINDING DIRT ROAD, 36 FEET NORTH OF THE CENTER LINE OF
 HE0161'EAST-WEST DIRT ROAD, 90 FEET NORTHEAST OF CENTER OF INTERSECTION,
 HE0161'1 FOOT WEST OF A FENCE, 1.1 FEET NORTH OF A METAL WITNESS POST,
 HE0161'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 HE0161'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET
 HE0161'AND IS ENCASED IN A 6-INCH TILE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1720 ***********************************************************************
 JD1720  DESIGNATION -  L 263
 JD1720  PID         -  JD1720
 JD1720  STATE/COUNTY-  MO/ST CLAIR
 JD1720  USGS QUAD   -  OHIO (1961)
 JD1720
 JD1720                         *CURRENT SURVEY CONTROL
 JD1720  ___________________________________________________________________
 JD1720* NAD 83(1986)-  38 11 00.     (N)    093 49 19.     (W)     SCALED    
 JD1720* NAVD 88     -       244.702  (meters)     802.83   (feet)  ADJUSTED  
 JD1720  ___________________________________________________________________
 JD1720  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JD1720  DYNAMIC HT  -         244.527 (meters)     802.25  (feet)  COMP
 JD1720  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 JD1720
 JD1720  VERT ORDER  -  SECOND    CLASS 0
 JD1720
 JD1720.The horizontal coordinates were scaled from a topographic map and have
 JD1720.an estimated accuracy of +/- 6 seconds.
 JD1720
 JD1720.The orthometric height was determined by differential leveling
 JD1720.and adjusted by the National Geodetic Survey in June 1991..
 JD1720
 JD1720.The geoid height was determined by GEOID03.
 JD1720
 JD1720.The dynamic height is computed by dividing the NAVD 88
 JD1720.geopotential number by the normal gravity value computed on the
 JD1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1720.degrees latitude (g = 980.6199 gals.).
 JD1720
 JD1720.The modeled gravity was interpolated from observed gravity values.
 JD1720
 JD1720;                    North         East    Units  Estimated Accuracy
 JD1720;SPC MO W     -   224,020.      909,400.      MT  (+/- 180 meters Scaled)
 JD1720
 JD1720                          SUPERSEDED SURVEY CONTROL
 JD1720
 JD1720  NGVD 29 (??/??/92)  244.594  (m)          802.47   (f) ADJ UNCH    2 0
 JD1720
 JD1720.Superseded values are not recommended for survey control.
 JD1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1720.See file dsdata.txt to determine how the superseded data were derived.
 JD1720
 JD1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC280264(NAD 83)
 JD1720_MARKER: DB = BENCH MARK DISK
 JD1720_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JD1720+WITH SETTING: INTO GROUND
 JD1720_STAMPING: L 263 1963
 JD1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1720+STABILITY: SURFACE MOTION
 JD1720
 JD1720  HISTORY     - Date     Condition        Report By
 JD1720  HISTORY     - 1963     MONUMENTED       CGS
 JD1720
 JD1720                          STATION DESCRIPTION
 JD1720
 JD1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1720'10.7 MI NW FROM LOWRY CITY.
 JD1720'ABOUT 5.1 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1720'RAILWAY STATION AT LOWRY CITY, THENCE 0.85 MILE WEST ALONG STATE
 JD1720'HIGHWAY 13, THENCE 1.85 MILES WEST ALONG A GRAVELED ROAD,
 JD1720'THENCE 1.8 MILES SOUTH ALONG A GRAVELED ROAD, 1.0 MILES WEST ALONG
 JD1720'A GRADED DIRT ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE
 JD1720'ROAD, AT THE NORTHEND OF A THICK ROW OF BRUSH BETWEEN TWO
 JD1720'CULTIVATED FIELDS, 1.1 FEET SOUTH OF A METAL WITNESS POST,
 JD1720'ABOUT LEVEL WITH THE ROAD, AND WELDED ON THE TOP OF A 3-INCH
 JD1720'IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0635 ***********************************************************************
 JE0635  DESIGNATION -  L 264
 JE0635  PID         -  JE0635
 JE0635  STATE/COUNTY-  MO/BATES
 JE0635  USGS QUAD   -  PLEASANT GAP (1961)
 JE0635
 JE0635                         *CURRENT SURVEY CONTROL
 JE0635  ___________________________________________________________________
 JE0635* NAD 83(1986)-  38 14 05.     (N)    094 09 26.     (W)     SCALED    
 JE0635* NAVD 88     -       283.389  (meters)     929.75   (feet)  ADJUSTED  
 JE0635  ___________________________________________________________________
 JE0635  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JE0635  DYNAMIC HT  -         283.184 (meters)     929.08  (feet)  COMP
 JE0635  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 JE0635
 JE0635  VERT ORDER  -  SECOND    CLASS 0
 JE0635
 JE0635.The horizontal coordinates were scaled from a topographic map and have
 JE0635.an estimated accuracy of +/- 6 seconds.
 JE0635
 JE0635.The orthometric height was determined by differential leveling
 JE0635.and adjusted by the National Geodetic Survey in June 1991..
 JE0635
 JE0635.The geoid height was determined by GEOID03.
 JE0635
 JE0635.The dynamic height is computed by dividing the NAVD 88
 JE0635.geopotential number by the normal gravity value computed on the
 JE0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0635.degrees latitude (g = 980.6199 gals.).
 JE0635
 JE0635.The modeled gravity was interpolated from observed gravity values.
 JE0635
 JE0635;                    North         East    Units  Estimated Accuracy
 JE0635;SPC MO W     -   229,560.      880,010.      MT  (+/- 180 meters Scaled)
 JE0635
 JE0635                          SUPERSEDED SURVEY CONTROL
 JE0635
 JE0635  NGVD 29 (??/??/92)  283.281  (m)          929.40   (f) ADJ UNCH    2 0
 JE0635
 JE0635.Superseded values are not recommended for survey control.
 JE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0635.See file dsdata.txt to determine how the superseded data were derived.
 JE0635
 JE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC987324(NAD 83)
 JE0635_MARKER: DB = BENCH MARK DISK
 JE0635_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0635_SP_SET: 8 FEET
 JE0635_STAMPING: L 264 1963
 JE0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0635
 JE0635  HISTORY     - Date     Condition        Report By
 JE0635  HISTORY     - 1963     MONUMENTED       CGS
 JE0635  HISTORY     - 20060826 GOOD             INDIV
 JE0635
 JE0635                          STATION DESCRIPTION
 JE0635
 JE0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0635'3.5 MI SW FROM SPRUCE.
 JE0635'ABOUT 0.3 MILE WEST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0635'CHURCH AT SPRUCE, THENCE 3.2 MILES SOUTHWEST ALONG A WINDING
 JE0635'GRAVELED ROAD, AT A JUNCTION OF THE ROAD AND A ROAD LEADING EAST,
 JE0635'24 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 48 FEET
 JE0635'NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 15 FEET
 JE0635'NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, 0.9 FOOT NORTH
 JE0635'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON
 JE0635'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 JE0635'DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 JE0635
 JE0635                          STATION RECOVERY (2006)
 JE0635
 JE0635'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0635'THE ROAD LEADING EAST NOW CONNECTS WITH THE NORTH-SOUTH ROAD IN A
 JE0635'CURVE TURNING TO THE SOUTH.
 JE0635' 
 JE0635'THE SURVEY MARKER IS NOWLOCATED 3.5 FEET EAST OF A FENCE AND 15.8 FEET
 JE0635'NORTH OF A POWER POLE AND A EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0278 ***********************************************************************
 JE0278  DESIGNATION -  L 265
 JE0278  PID         -  JE0278
 JE0278  STATE/COUNTY-  MO/BATES
 JE0278  USGS QUAD   -  RICH HILL (1991)
 JE0278
 JE0278                         *CURRENT SURVEY CONTROL
 JE0278  ___________________________________________________________________
 JE0278* NAD 83(1986)-  38 04 01.     (N)    094 21 18.     (W)     SCALED    
 JE0278* NAVD 88     -       238.895  (meters)     783.77   (feet)  ADJUSTED  
 JE0278  ___________________________________________________________________
 JE0278  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JE0278  DYNAMIC HT  -         238.721 (meters)     783.20  (feet)  COMP
 JE0278  MODELED GRAV-     979,895.7   (mgal)                       NAVD 88
 JE0278
 JE0278  VERT ORDER  -  FIRST     CLASS II
 JE0278
 JE0278.The horizontal coordinates were scaled from a topographic map and have
 JE0278.an estimated accuracy of +/- 6 seconds.
 JE0278
 JE0278.The orthometric height was determined by differential leveling
 JE0278.and adjusted by the National Geodetic Survey in June 1991..
 JE0278
 JE0278.The geoid height was determined by GEOID03.
 JE0278
 JE0278.The dynamic height is computed by dividing the NAVD 88
 JE0278.geopotential number by the normal gravity value computed on the
 JE0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0278.degrees latitude (g = 980.6199 gals.).
 JE0278
 JE0278.The modeled gravity was interpolated from observed gravity values.
 JE0278
 JE0278;                    North         East    Units  Estimated Accuracy
 JE0278;SPC MO W     -   210,890.      862,720.      MT  (+/- 180 meters Scaled)
 JE0278
 JE0278                          SUPERSEDED SURVEY CONTROL
 JE0278
 JE0278  NGVD 29 (??/??/92)  238.785  (m)          783.41   (f) ADJ UNCH    1 2
 JE0278
 JE0278.Superseded values are not recommended for survey control.
 JE0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0278.See file dsdata.txt to determine how the superseded data were derived.
 JE0278
 JE0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC811141(NAD 83)
 JE0278_MARKER: DB = BENCH MARK DISK
 JE0278_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0278_SP_SET: 10.5 FT
 JE0278_STAMPING: L 265 1963
 JE0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0278
 JE0278  HISTORY     - Date     Condition        Report By
 JE0278  HISTORY     - 1963     MONUMENTED       CGS
 JE0278
 JE0278                          STATION DESCRIPTION
 JE0278
 JE0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0278'1.9 MI S FROM RICH HILL.
 JE0278'ABOUT 1.9 MI S ALONG THE MISSOURI PACIFIC RR FROM THE STATION AT
 JE0278'RICH HILL, IN SECTION 20, T 38 N, R 31 W, ABOUT 0.2 MI S OF A
 JE0278'Y-JUNCTION OF RAILROADS, 4 1/2 POLES S OF A CROSSING OF THE
 JE0278'RAILROAD AND A PRIVATE ROAD, 45 FT E OF THE E RAIL, 1 FT W OF A
 JE0278'FENCE, 1 FT S OF A METAL WITNESS POST, ABOUT 5 FT BELOW THE LEVEL
 JE0278'OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 JE0278'THAT IS DRIVEN TO A DEPTH OF 10 1/2 FT AND IS ENCASED IN A
 JE0278'6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0028 ***********************************************************************
 JE0028  DESIGNATION -  L 266
 JE0028  PID         -  JE0028
 JE0028  STATE/COUNTY-  MO/CASS
 JE0028  USGS QUAD   -  HARRISONVILLE (1981)
 JE0028
 JE0028                         *CURRENT SURVEY CONTROL
 JE0028  ___________________________________________________________________
 JE0028* NAD 83(1986)-  38 38 20.     (N)    094 21 44.     (W)     SCALED    
 JE0028* NAVD 88     -       267.630  (meters)     878.05   (feet)  ADJUSTED  
 JE0028  ___________________________________________________________________
 JE0028  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0028  DYNAMIC HT  -         267.447 (meters)     877.45  (feet)  COMP
 JE0028  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 JE0028
 JE0028  VERT ORDER  -  FIRST     CLASS II
 JE0028
 JE0028.The horizontal coordinates were scaled from a topographic map and have
 JE0028.an estimated accuracy of +/- 6 seconds.
 JE0028
 JE0028.The orthometric height was determined by differential leveling
 JE0028.and adjusted by the National Geodetic Survey in June 1991..
 JE0028.WARNING-Repeat measurements at this control monument indicate possible
 JE0028.vertical movement.
 JE0028
 JE0028.The geoid height was determined by GEOID03.
 JE0028
 JE0028.The dynamic height is computed by dividing the NAVD 88
 JE0028.geopotential number by the normal gravity value computed on the
 JE0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0028.degrees latitude (g = 980.6199 gals.).
 JE0028
 JE0028.The modeled gravity was interpolated from observed gravity values.
 JE0028
 JE0028;                    North         East    Units  Estimated Accuracy
 JE0028;SPC MO W     -   274,370.      862,000.      MT  (+/- 180 meters Scaled)
 JE0028
 JE0028                          SUPERSEDED SURVEY CONTROL
 JE0028
 JE0028  NGVD 29 (??/??/92)  267.517  (m)          877.68   (f) ADJ UNCH    1 2
 JE0028
 JE0028.Superseded values are not recommended for survey control.
 JE0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0028.See file dsdata.txt to determine how the superseded data were derived.
 JE0028
 JE0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC814775(NAD 83)
 JE0028_MARKER: DB = BENCH MARK DISK
 JE0028_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0028+WITH SETTING: INTO GROUND
 JE0028_STAMPING: L 266 1963
 JE0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0028+STABILITY: SURFACE MOTION
 JE0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0028+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 JE0028
 JE0028  HISTORY     - Date     Condition        Report By
 JE0028  HISTORY     - 1963     MONUMENTED       CGS
 JE0028  HISTORY     - 20051021 GOOD             INDIV
 JE0028
 JE0028                          STATION DESCRIPTION
 JE0028
 JE0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0028'2.5 MI SW FROM HARRISONVILLE.
 JE0028'ABOUT 0.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0028'FROM THE STATION AT HARRISONVILLE, THENCE 1.1 MILES SOUTH ALONG
 JE0028'U.S. HIGHWAY 71, THENCE 0.25 MILE WEST ALONG A GRAVELED ROAD,
 JE0028'THENCE 0.55 MILE SOUTHWEST ALONG A GRAVELED ROAD, AT A CROSSING
 JE0028'OF THE ROAD AND A RAILROAD, IN SECTION 5, T 44 N, R 31 W, 46
 JE0028'FEET WEST OF THE WEST RAIL, 39 FEET SOUTH OF THE CENTER LINE OF
 JE0028'THE ROAD, 28 FEET NORTHWEST OF MILEPOST 236-30, 1 1/2 FEET EAST OF
 JE0028'A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 JE0028'BELOW THE LEVEL OF THE RAILS, AND ON THE TOP OF A 3-INCH IRON
 JE0028'PIPE PROJECTING 3 INCHES.
 JE0028
 JE0028                          STATION RECOVERY (2005)
 JE0028
 JE0028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0028'THE FENCE 1 1/2 FEET WEST HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0992 ***********************************************************************
 JD0992  DESIGNATION -  L 269
 JD0992  PID         -  JD0992
 JD0992  STATE/COUNTY-  MO/PETTIS
 JD0992  USGS QUAD   -  PYRMONT (1961)
 JD0992
 JD0992                         *CURRENT SURVEY CONTROL
 JD0992  ___________________________________________________________________
 JD0992* NAD 83(1986)-  38 32 46.     (N)    093 06 50.     (W)     SCALED    
 JD0992* NAVD 88     -       295.535  (meters)     969.60   (feet)  ADJUSTED  
 JD0992  ___________________________________________________________________
 JD0992  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0992  DYNAMIC HT  -         295.326 (meters)     968.92  (feet)  COMP
 JD0992  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 JD0992
 JD0992  VERT ORDER  -  SECOND    CLASS 0
 JD0992
 JD0992.The horizontal coordinates were scaled from a topographic map and have
 JD0992.an estimated accuracy of +/- 6 seconds.
 JD0992
 JD0992.The orthometric height was determined by differential leveling
 JD0992.and adjusted by the National Geodetic Survey in June 1991..
 JD0992
 JD0992.The geoid height was determined by GEOID03.
 JD0992
 JD0992.The dynamic height is computed by dividing the NAVD 88
 JD0992.geopotential number by the normal gravity value computed on the
 JD0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0992.degrees latitude (g = 980.6199 gals.).
 JD0992
 JD0992.The modeled gravity was interpolated from observed gravity values.
 JD0992
 JD0992;                    North         East    Units  Estimated Accuracy
 JD0992;SPC MO C     -   301,230.      446,490.      MT  (+/- 180 meters Scaled)
 JD0992
 JD0992                          SUPERSEDED SURVEY CONTROL
 JD0992
 JD0992  NGVD 29 (??/??/92)  295.420  (m)          969.22   (f) ADJ UNCH    2 0
 JD0992
 JD0992.Superseded values are not recommended for survey control.
 JD0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0992.See file dsdata.txt to determine how the superseded data were derived.
 JD0992
 JD0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC900664(NAD 83)
 JD0992_MARKER: DB = BENCH MARK DISK
 JD0992_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0992_SP_SET: 8 FEET
 JD0992_STAMPING: L 269 1963
 JD0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0992
 JD0992  HISTORY     - Date     Condition        Report By
 JD0992  HISTORY     - 1963     MONUMENTED       CGS
 JD0992
 JD0992                          STATION DESCRIPTION
 JD0992
 JD0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0992'3.5 MI S FROM BAHNER.
 JD0992'ABOUT 0.45 MILE EAST ALONG STATE ROAD V FROM THE CEMETERY AT
 JD0992'BAHNER, THENCE 2.2 MILES SOUTHEAST ALONG STATE ROAD C, THENCE
 JD0992'0.05 MILE SOUTH ALONG STATE ROAD PP, THENCE 0.8 MILE WEST ALONG
 JD0992'A GRAVELED ROAD, AT A ROAD JUNCTION, 24 FEET NORTH OF THE CENTER
 JD0992'LINE OF THE ROAD, 15 FEET EAST OF THE CENTER LINE OF THE ROAD
 JD0992'SOUTH, 1.0 FOOT NORTH OF A FENCE, 1.2 FEET NORTH OF A METAL
 JD0992'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A
 JD0992'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET
 JD0992'AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0945 ***********************************************************************
 GD0945  DESIGNATION -  L 27
 GD0945  PID         -  GD0945
 GD0945  STATE/COUNTY-  MO/PEMISCOT
 GD0945  USGS QUAD   -  WARDELL (1978)
 GD0945
 GD0945                         *CURRENT SURVEY CONTROL
 GD0945  ___________________________________________________________________
 GD0945* NAD 83(1986)-  36 15 31.     (N)    089 45 04.     (W)     SCALED    
 GD0945* NAVD 88     -        81.274  (meters)     266.65   (feet)  ADJUSTED  
 GD0945  ___________________________________________________________________
 GD0945  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GD0945  DYNAMIC HT  -          81.207 (meters)     266.43  (feet)  COMP
 GD0945  MODELED GRAV-     979,811.2   (mgal)                       NAVD 88
 GD0945
 GD0945  VERT ORDER  -  SECOND    CLASS 0
 GD0945
 GD0945.The horizontal coordinates were scaled from a topographic map and have
 GD0945.an estimated accuracy of +/- 6 seconds.
 GD0945
 GD0945.The orthometric height was determined by differential leveling
 GD0945.and adjusted by the National Geodetic Survey in June 1991..
 GD0945
 GD0945.The geoid height was determined by GEOID03.
 GD0945
 GD0945.The dynamic height is computed by dividing the NAVD 88
 GD0945.geopotential number by the normal gravity value computed on the
 GD0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0945.degrees latitude (g = 980.6199 gals.).
 GD0945
 GD0945.The modeled gravity was interpolated from observed gravity values.
 GD0945
 GD0945;                    North         East    Units  Estimated Accuracy
 GD0945;SPC MO E     -    47,450.      317,300.      MT  (+/- 180 meters Scaled)
 GD0945
 GD0945                          SUPERSEDED SURVEY CONTROL
 GD0945
 GD0945  NGVD 29 (??/??/??)   81.196  (m)          266.39   (f) ADJUSTED    2 0
 GD0945
 GD0945.Superseded values are not recommended for survey control.
 GD0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0945.See file dsdata.txt to determine how the superseded data were derived.
 GD0945
 GD0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF528161(NAD 83)
 GD0945_MARKER: DB = BENCH MARK DISK
 GD0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0945_STAMPING: L 27 1933
 GD0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0945+STABILITY: SURFACE MOTION
 GD0945
 GD0945  HISTORY     - Date     Condition        Report By
 GD0945  HISTORY     - 1933     MONUMENTED       CGS
 GD0945  HISTORY     - 1976     MARK NOT FOUND   USGS
 GD0945  HISTORY     - 1976     MARK NOT FOUND   USGS
 GD0945  HISTORY     - 20020712 MARK NOT FOUND   USACE
 GD0945
 GD0945                          STATION DESCRIPTION
 GD0945
 GD0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0945'1.5 MI N FROM HAYTI.
 GD0945'ABOUT 1-1/2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO
 GD0945'RAILWAY FROM HAYTI, 61 FEET NORTH OF POLE 211/5, AT A
 GD0945'PRIVATE-ROAD CROSSING, 47 FEET EAST OF THE CENTERLINE OF THE
 GD0945'TRACK, AND 19.5 FEET NORTH OF THE CENTERLINE OF THE PRIVATE
 GD0945'ROAD.  A STANDARD DISK, STAMPED L 27 1933 AND SET IN THE TOP
 GD0945'OF A CONCRETE POST.
 GD0945
 GD0945                          STATION RECOVERY (1976)
 GD0945
 GD0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GD0945'MARK NOT FOUND.
 GD0945
 GD0945                          STATION RECOVERY (1976)
 GD0945
 GD0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GD0945'MARK NOT FOUND.
 GD0945
 GD0945                          STATION RECOVERY (2002)
 GD0945
 GD0945'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1055 ***********************************************************************
 JD1055  DESIGNATION -  L 270
 JD1055  PID         -  JD1055
 JD1055  STATE/COUNTY-  MO/PETTIS
 JD1055  USGS QUAD   -  BAHNER (1972)
 JD1055
 JD1055                         *CURRENT SURVEY CONTROL
 JD1055  ___________________________________________________________________
 JD1055* NAD 83(1986)-  38 33 18.     (N)    093 11 47.     (W)     SCALED    
 JD1055* NAVD 88     -       286.271  (meters)     939.21   (feet)  ADJUSTED  
 JD1055  ___________________________________________________________________
 JD1055  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD1055  DYNAMIC HT  -         286.068 (meters)     938.54  (feet)  COMP
 JD1055  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 JD1055
 JD1055  VERT ORDER  -  SECOND    CLASS 0
 JD1055
 JD1055.The horizontal coordinates were scaled from a topographic map and have
 JD1055.an estimated accuracy of +/- 6 seconds.
 JD1055
 JD1055.The orthometric height was determined by differential leveling
 JD1055.and adjusted by the National Geodetic Survey in June 1991..
 JD1055
 JD1055.The geoid height was determined by GEOID03.
 JD1055
 JD1055.The dynamic height is computed by dividing the NAVD 88
 JD1055.geopotential number by the normal gravity value computed on the
 JD1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1055.degrees latitude (g = 980.6199 gals.).
 JD1055
 JD1055.The modeled gravity was interpolated from observed gravity values.
 JD1055
 JD1055;                    North         East    Units  Estimated Accuracy
 JD1055;SPC MO C     -   302,260.      439,300.      MT  (+/- 180 meters Scaled)
 JD1055
 JD1055                          SUPERSEDED SURVEY CONTROL
 JD1055
 JD1055  NGVD 29 (??/??/92)  286.154  (m)          938.82   (f) ADJ UNCH    2 0
 JD1055
 JD1055.Superseded values are not recommended for survey control.
 JD1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1055.See file dsdata.txt to determine how the superseded data were derived.
 JD1055
 JD1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC828674(NAD 83)
 JD1055_MARKER: DB = BENCH MARK DISK
 JD1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1055_SP_SET: CULVERT
 JD1055_STAMPING: L 270 1963
 JD1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1055
 JD1055  HISTORY     - Date     Condition        Report By
 JD1055  HISTORY     - 1963     MONUMENTED       CGS
 JD1055
 JD1055                          STATION DESCRIPTION
 JD1055
 JD1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1055'4.6 MI SE FROM SPRING FORK.
 JD1055'ABOUT 1.1 MILES EAST ALONG COUNTY ROAD V FROM THE BRIDGE OVER
 JD1055'SPRING FORK CREEK AT SPRING FORK, THENCE 1.0 MILE SOUTH ALONG
 JD1055'COUNTY ROAD U, THENCE 1.5 MILES SOUTHEAST ALONG A GRAVELED
 JD1055'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, IN
 JD1055'SECTION 25, T 44 N, R 21 W, OR 0.05 MILE WEST ALONG THE
 JD1055'CHICAGO ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT COLE
 JD1055'CAMP, THENCE 0.9 MILE NORTH ALONG COUNTY ROAD J, THENCE 4.35
 JD1055'MILES NORTH ALONG A GRAVELED ROAD, 10 FEET EAST OF THE CENTER
 JD1055'LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JD1055'OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1285 ***********************************************************************
 JD1285  DESIGNATION -  L 271
 JD1285  PID         -  JD1285
 JD1285  STATE/COUNTY-  MO/BENTON
 JD1285  USGS QUAD   -  LINCOLN (1961)
 JD1285
 JD1285                         *CURRENT SURVEY CONTROL
 JD1285  ___________________________________________________________________
 JD1285* NAD 83(1986)-  38 26 15.     (N)    093 16 42.     (W)     SCALED    
 JD1285* NAVD 88     -       275.317  (meters)     903.27   (feet)  ADJUSTED  
 JD1285  ___________________________________________________________________
 JD1285  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JD1285  DYNAMIC HT  -         275.122 (meters)     902.63  (feet)  COMP
 JD1285  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 JD1285
 JD1285  VERT ORDER  -  SECOND    CLASS 0
 JD1285
 JD1285.The horizontal coordinates were scaled from a topographic map and have
 JD1285.an estimated accuracy of +/- 6 seconds.
 JD1285
 JD1285.The orthometric height was determined by differential leveling
 JD1285.and adjusted by the National Geodetic Survey in June 1991..
 JD1285
 JD1285.The geoid height was determined by GEOID03.
 JD1285
 JD1285.The dynamic height is computed by dividing the NAVD 88
 JD1285.geopotential number by the normal gravity value computed on the
 JD1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1285.degrees latitude (g = 980.6199 gals.).
 JD1285
 JD1285.The modeled gravity was interpolated from observed gravity values.
 JD1285
 JD1285;                    North         East    Units  Estimated Accuracy
 JD1285;SPC MO C     -   289,280.      432,050.      MT  (+/- 180 meters Scaled)
 JD1285
 JD1285                          SUPERSEDED SURVEY CONTROL
 JD1285
 JD1285  NGVD 29 (??/??/92)  275.191  (m)          902.86   (f) ADJ UNCH    2 0
 JD1285
 JD1285.Superseded values are not recommended for survey control.
 JD1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1285.See file dsdata.txt to determine how the superseded data were derived.
 JD1285
 JD1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC757543(NAD 83)
 JD1285_MARKER: DB = BENCH MARK DISK
 JD1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1285_STAMPING: L 271 1963
 JD1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1285+STABILITY: SURFACE MOTION
 JD1285
 JD1285  HISTORY     - Date     Condition        Report By
 JD1285  HISTORY     - 1963     MONUMENTED       CGS
 JD1285
 JD1285                          STATION DESCRIPTION
 JD1285
 JD1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1285'6 MI SW FROM COLE CAMP.
 JD1285'0.85 MILE WEST ALONG STATE HIGHWAY 52 FROM THE POST OFFICE AT
 JD1285'COLE CAMP, THENCE 1.1 MILES SOUTH ALONG A PAVED ROAD, THENCE 3.4
 JD1285'MILES WEST ALONG A GRAVELED ROAD, THENCE 0.7 MILE SOUTH ALONG A
 JD1285'GRAVELED ROAD, IN SECTION 7, T 42 N, R 21 W, OR 0.25 MILE EAST
 JD1285'ALONG MAIN STREET FROM THE POST OFFICE AT LINCOLN, THENCE 0.75
 JD1285'MILE NORTH ALONG U.S. HIGHWAY 65, THENCE 1.0 MILE EAST ALONG A
 JD1285'GRAVELED ROAD, THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD,
 JD1285'THENCE 2.1 MILES NORTHEAST ALONG A WINDING GRAVELED ROAD, THENCE
 JD1285'1.8 MILES NORTH ALONG A GRAVELED ROAD, 0.3 MILE SOUTH OF THE
 JD1285'MOUNT OLIVET CHURCH, 0.2 MILE NORTH OF A FARMHOUSE AT THE FOOT
 JD1285'OF A HILL, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, 45 FEET
 JD1285'SOUTHEAST OF A POWER POLE, 23 FEET NORTHEAST OF A 16-INCH OAK
 JD1285'TREE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 JD1285'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD1285'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1607 ***********************************************************************
 JD1607  DESIGNATION -  L 272
 JD1607  PID         -  JD1607
 JD1607  STATE/COUNTY-  MO/HENRY
 JD1607  USGS QUAD   -  CALHOUN EAST (1981)
 JD1607
 JD1607                         *CURRENT SURVEY CONTROL
 JD1607  ___________________________________________________________________
 JD1607* NAD 83(1986)-  38 22 41.     (N)    093 32 35.     (W)     SCALED    
 JD1607* NAVD 88     -       232.169  (meters)     761.71   (feet)  ADJUSTED  
 JD1607  ___________________________________________________________________
 JD1607  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1607  DYNAMIC HT  -         232.007 (meters)     761.18  (feet)  COMP
 JD1607  MODELED GRAV-     979,925.2   (mgal)                       NAVD 88
 JD1607
 JD1607  VERT ORDER  -  SECOND    CLASS 0
 JD1607
 JD1607.The horizontal coordinates were scaled from a topographic map and have
 JD1607.an estimated accuracy of +/- 6 seconds.
 JD1607
 JD1607.The orthometric height was determined by differential leveling
 JD1607.and adjusted by the National Geodetic Survey in June 1991..
 JD1607
 JD1607.The geoid height was determined by GEOID03.
 JD1607
 JD1607.The dynamic height is computed by dividing the NAVD 88
 JD1607.geopotential number by the normal gravity value computed on the
 JD1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1607.degrees latitude (g = 980.6199 gals.).
 JD1607
 JD1607.The modeled gravity was interpolated from observed gravity values.
 JD1607
 JD1607;                    North         East    Units  Estimated Accuracy
 JD1607;SPC MO W     -   245,850.      933,610.      MT  (+/- 180 meters Scaled)
 JD1607
 JD1607                          SUPERSEDED SURVEY CONTROL
 JD1607
 JD1607  NGVD 29 (??/??/92)  232.043  (m)          761.29   (f) ADJ UNCH    2 0
 JD1607
 JD1607.Superseded values are not recommended for survey control.
 JD1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1607.See file dsdata.txt to determine how the superseded data were derived.
 JD1607
 JD1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC525479(NAD 83)
 JD1607_MARKER: DB = BENCH MARK DISK
 JD1607_SETTING: 66 = SET IN ROCK OUTCROP
 JD1607_SP_SET: ROCK LEDGE
 JD1607_STAMPING: L 272 1963
 JD1607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1607+STABILITY: POSITION/ELEVATION WELL
 JD1607
 JD1607  HISTORY     - Date     Condition        Report By
 JD1607  HISTORY     - 1963     MONUMENTED       CGS
 JD1607
 JD1607                          STATION DESCRIPTION
 JD1607
 JD1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1607'4.8 MI N FROM TIGHTWAD.
 JD1607'ABOUT 4.75 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1607'AT TIGHTWAD, IN SECTION 35, T 42 N, R 24 W, 0.25 MILE SOUTH
 JD1607'OF THE CREST OF A LONG HILL, SET IN THE TOP OF A ROCK LEDGE ON
 JD1607'THE EAST BANK OF A CUT, 23 FEET EAST OF THE CENTER LINE OF THE
 JD1607'ROAD, ABOUT 2 FEET ABOVE THE FOOT OF A CUT AND 1 FOOT BELOW
 JD1607'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1086 ***********************************************************************
 GD1086  DESIGNATION -  L 273
 GD1086  PID         -  GD1086
 GD1086  STATE/COUNTY-  MO/PEMISCOT
 GD1086  USGS QUAD   -  STANLEY (1971)
 GD1086
 GD1086                         *CURRENT SURVEY CONTROL
 GD1086  ___________________________________________________________________
 GD1086* NAD 83(1986)-  36 16 52.     (N)    089 42 17.     (W)     SCALED    
 GD1086* NAVD 88     -        85.147  (meters)     279.35   (feet)  ADJUSTED  
 GD1086  ___________________________________________________________________
 GD1086  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GD1086  DYNAMIC HT  -          85.077 (meters)     279.12  (feet)  COMP
 GD1086  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 GD1086
 GD1086  VERT ORDER  -  FIRST     CLASS I
 GD1086
 GD1086.The horizontal coordinates were scaled from a topographic map and have
 GD1086.an estimated accuracy of +/- 6 seconds.
 GD1086
 GD1086.The orthometric height was determined by differential leveling
 GD1086.and adjusted by the National Geodetic Survey in June 1991..
 GD1086
 GD1086.The geoid height was determined by GEOID03.
 GD1086
 GD1086.The dynamic height is computed by dividing the NAVD 88
 GD1086.geopotential number by the normal gravity value computed on the
 GD1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1086.degrees latitude (g = 980.6199 gals.).
 GD1086
 GD1086.The modeled gravity was interpolated from observed gravity values.
 GD1086
 GD1086;                    North         East    Units  Estimated Accuracy
 GD1086;SPC MO E     -    49,980.      321,450.      MT  (+/- 180 meters Scaled)
 GD1086
 GD1086                          SUPERSEDED SURVEY CONTROL
 GD1086
 GD1086  NGVD 29 (??/??/??)   85.056  (m)          279.05   (f) ADJUSTED    1 1
 GD1086
 GD1086.Superseded values are not recommended for survey control.
 GD1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1086.See file dsdata.txt to determine how the superseded data were derived.
 GD1086
 GD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF570185(NAD 83)
 GD1086_MARKER: DB = BENCH MARK DISK
 GD1086_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1086_SP_SET: COPPER-CLAD STEEL ROD
 GD1086_STAMPING: L 273 1976
 GD1086_MARK LOGO: NGS   
 GD1086_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1086+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 GD1086
 GD1086  HISTORY     - Date     Condition        Report By
 GD1086  HISTORY     - 1976     MONUMENTED       NGS
 GD1086  HISTORY     - 20000919 GOOD             USE
 GD1086  HISTORY     - 20010618 GOOD             NGS
 GD1086  HISTORY     - 20010618 GOOD             USACE
 GD1086  HISTORY     - 20020712 GOOD             USACE
 GD1086
 GD1086                          STATION DESCRIPTION
 GD1086
 GD1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1086'7.8 MI NORTH FROM CARUTHERSVILLE.
 GD1086'7.75 MILES NORTH ALONG LEVEE FROM THE ST. FRANCIS LEVEE DISTRICT
 GD1086'OFFICE, 69.5 FEET WEST OF THE CENTER OF LEVEE, 30.3 FEET NORTH
 GD1086'OF THE CENTER OF A DIRT ROAD, AND 11.7 FEET NORTHEAST OF A V FENCE.
 GD1086
 GD1086                          STATION RECOVERY (2000)
 GD1086
 GD1086'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD1086'RECOVERED IN GOOD CONDITION.
 GD1086
 GD1086                          STATION RECOVERY (2001)
 GD1086
 GD1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DLB)
 GD1086'RECOVERED IN GOOD CONDITION.
 GD1086
 GD1086                          STATION RECOVERY (2001)
 GD1086
 GD1086'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (DLB)
 GD1086'MARK RECOVERED IN GOOD CONDITION.
 GD1086
 GD1086                          STATION RECOVERY (2002)
 GD1086
 GD1086'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1091 ***********************************************************************
 GD1091  DESIGNATION -  L 274
 GD1091  PID         -  GD1091
 GD1091  STATE/COUNTY-  MO/NEW MADRID
 GD1091  USGS QUAD   -  POINT PLEASANT (1982)
 GD1091
 GD1091                         *CURRENT SURVEY CONTROL
 GD1091  ___________________________________________________________________
 GD1091* NAD 83(1986)-  36 29 13.     (N)    089 33 56.     (W)     SCALED    
 GD1091* NAVD 88     -        93.053  (meters)     305.29   (feet)  ADJUSTED  
 GD1091  ___________________________________________________________________
 GD1091  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1091  DYNAMIC HT  -          92.978 (meters)     305.05  (feet)  COMP
 GD1091  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GD1091
 GD1091  VERT ORDER  -  FIRST     CLASS I
 GD1091
 GD1091.The horizontal coordinates were scaled from a topographic map and have
 GD1091.an estimated accuracy of +/- 6 seconds.
 GD1091
 GD1091.The orthometric height was determined by differential leveling
 GD1091.and adjusted by the National Geodetic Survey in June 1991..
 GD1091
 GD1091.The geoid height was determined by GEOID03.
 GD1091
 GD1091.The dynamic height is computed by dividing the NAVD 88
 GD1091.geopotential number by the normal gravity value computed on the
 GD1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1091.degrees latitude (g = 980.6199 gals.).
 GD1091
 GD1091.The modeled gravity was interpolated from observed gravity values.
 GD1091
 GD1091;                    North         East    Units  Estimated Accuracy
 GD1091;SPC MO E     -    72,930.      333,730.      MT  (+/- 180 meters Scaled)
 GD1091
 GD1091                          SUPERSEDED SURVEY CONTROL
 GD1091
 GD1091  NGVD 29 (??/??/??)   92.943  (m)          304.93   (f) ADJUSTED    1 1
 GD1091
 GD1091.Superseded values are not recommended for survey control.
 GD1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1091.See file dsdata.txt to determine how the superseded data were derived.
 GD1091
 GD1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF701410(NAD 83)
 GD1091_MARKER: DB = BENCH MARK DISK
 GD1091_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1091+WITH SETTING: INTO GROUND
 GD1091_SP_SET: METAL ROD WITH BASE PLATE
 GD1091_STAMPING: L 274 1976
 GD1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1091+STABILITY: SURFACE MOTION
 GD1091
 GD1091  HISTORY     - Date     Condition        Report By
 GD1091  HISTORY     - 1976     MONUMENTED       NGS
 GD1091  HISTORY     - 20020321 POOR             USACE
 GD1091
 GD1091                          STATION DESCRIPTION
 GD1091
 GD1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1091'10.15 MI SW FROM NEW MADRID.
 GD1091'10.15 MILES SOUTHWEST ALONG THE TOP OF LEVEE FROM THE INTERSECTION
 GD1091'OF STATE HIGHWAY WW AND A PRIVATE LEVEE LEEDING NORTH, 73.5 FEET
 GD1091'NORTHWEST OF A HIGH WATER SCALE POST, 36.8 FEET SOUTHEAST OF THE
 GD1091'FENCE AT TOE OF LEVEE, 18.0 FEET NORTHWEST OF THE TOP OF LEVEE,
 GD1091'AND 2.9 FEET NORTHEAST OF MILEPOST 2/3.
 GD1091
 GD1091                          STATION RECOVERY (2002)
 GD1091
 GD1091'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1091'THE STATION WAS FOUND LYING BENT OVER PRESUMED HIT AND DESTROYED BY
 GD1091'BUSH HOG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1235 ***********************************************************************
 HB1235  DESIGNATION -  L 275
 HB1235  PID         -  HB1235
 HB1235  STATE/COUNTY-  MO/SCOTT
 HB1235  USGS QUAD   -  THEBES SW (1993)
 HB1235
 HB1235                         *CURRENT SURVEY CONTROL
 HB1235  ___________________________________________________________________
 HB1235* NAD 83(1986)-  37 03 47.     (N)    089 23 32.     (W)     SCALED    
 HB1235* NAVD 88     -       103.117  (meters)     338.31   (feet)  ADJUSTED  
 HB1235  ___________________________________________________________________
 HB1235  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HB1235  DYNAMIC HT  -         103.041 (meters)     338.06  (feet)  COMP
 HB1235  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 HB1235
 HB1235  VERT ORDER  -  FIRST     CLASS I
 HB1235
 HB1235.The horizontal coordinates were scaled from a topographic map and have
 HB1235.an estimated accuracy of +/- 6 seconds.
 HB1235
 HB1235.The orthometric height was determined by differential leveling
 HB1235.and adjusted by the National Geodetic Survey in June 1991..
 HB1235
 HB1235.The geoid height was determined by GEOID03.
 HB1235
 HB1235.The dynamic height is computed by dividing the NAVD 88
 HB1235.geopotential number by the normal gravity value computed on the
 HB1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1235.degrees latitude (g = 980.6199 gals.).
 HB1235
 HB1235.The modeled gravity was interpolated from observed gravity values.
 HB1235
 HB1235;                    North         East    Units  Estimated Accuracy
 HB1235;SPC MO E     -   137,020.      348,520.      MT  (+/- 180 meters Scaled)
 HB1235
 HB1235                          SUPERSEDED SURVEY CONTROL
 HB1235
 HB1235  NGVD 29 (??/??/??)  102.998  (m)          337.92   (f) ADJUSTED    1 1
 HB1235
 HB1235.Superseded values are not recommended for survey control.
 HB1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1235.See file dsdata.txt to determine how the superseded data were derived.
 HB1235
 HB1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG873045(NAD 83)
 HB1235_MARKER: DB = BENCH MARK DISK
 HB1235_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HB1235+WITH SETTING: INTO GROUND
 HB1235_SP_SET: METAL ROD WITH BASE PLATE
 HB1235_STAMPING: L 275 1976
 HB1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1235+STABILITY: SURFACE MOTION
 HB1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1235+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002
 HB1235
 HB1235  HISTORY     - Date     Condition        Report By
 HB1235  HISTORY     - 1976     MONUMENTED       NGS
 HB1235  HISTORY     - 20020518 GOOD             USACE
 HB1235
 HB1235                          STATION DESCRIPTION
 HB1235
 HB1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB1235'8.75 MI SOUTH FROM COMMERCE.
 HB1235'8.75 MILES SOUTH ALONG THE LEVEE ROAD FROM THE BEGINNING OF THE
 HB1235'LEVEE AT COMMERCE, 105.6 FEET EAST OF A BARBED WIRE FENCE PARALLEL
 HB1235'TO THE LEVEE, 28.3 FEET WEST OF CENTER OF ROAD ON TOP OF LEVEE
 HB1235'1.9 FEET NORTH OF MILEPOST 13 OVER 14, PROTECTED BY A 4-INCH
 HB1235'PLASTIC PIPE FLUSH WITH THE GROUND
 HB1235
 HB1235                          STATION RECOVERY (2002)
 HB1235
 HB1235'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1203 ***********************************************************************
 GD1203  DESIGNATION -  L 276
 GD1203  PID         -  GD1203
 GD1203  STATE/COUNTY-  MO/MISSISSIPPI
 GD1203  USGS QUAD   -  BAYOUVILLE (1969)
 GD1203
 GD1203                         *CURRENT SURVEY CONTROL
 GD1203  ___________________________________________________________________
 GD1203* NAD 83(1997)-  36 43 37.05758(N)    089 21 45.47144(W)     ADJUSTED  
 GD1203* NAVD 88     -        97.950  (meters)     321.36   (feet)  ADJUSTED  
 GD1203  ___________________________________________________________________
 GD1203  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 GD1203  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1203  DYNAMIC HT  -          97.875 (meters)     321.11  (feet)  COMP
 GD1203  MODELED GRAV-     979,860.2   (mgal)                       NAVD 88
 GD1203
 GD1203  HORZ ORDER  -  SECOND
 GD1203  VERT ORDER  -  FIRST     CLASS I
 GD1203
 GD1203.The horizontal coordinates were established by classical geodetic methods
 GD1203.and adjusted by the National Geodetic Survey in February 2000..
 GD1203
 GD1203.The orthometric height was determined by differential leveling
 GD1203.and adjusted by the National Geodetic Survey in June 1991..
 GD1203
 GD1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1203
 GD1203.The geoid height was determined by GEOID03.
 GD1203
 GD1203.The dynamic height is computed by dividing the NAVD 88
 GD1203.geopotential number by the normal gravity value computed on the
 GD1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1203.degrees latitude (g = 980.6199 gals.).
 GD1203
 GD1203.The modeled gravity was interpolated from observed gravity values.
 GD1203
 GD1203;                    North         East     Units Scale Factor Converg.
 GD1203;SPC MO E     -    99,757.070   351,595.106   MT  1.00006045   +0 40 48.7
 GD1203;UTM  16      - 4,067,186.084   289,015.940   MT  1.00014844   -1 24 48.2
 GD1203
 GD1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1203!SPC MO E     -   0.99998906  x   1.00006045  =   1.00004951
 GD1203!UTM  16      -   0.99998906  x   1.00014844  =   1.00013750
 GD1203
 GD1203:                Primary Azimuth Mark                     Grid Az
 GD1203:SPC MO E     -  PINHOOK                                  015 13 28.9
 GD1203:UTM  16      -  PINHOOK                                  017 19 05.8
 GD1203
 GD1203|---------------------------------------------------------------------|
 GD1203| PID    Reference Object                     Distance      Geod. Az  |
 GD1203|                                                           dddmmss.s |
 GD1203| GD1560 PINHOOK                             APPROX. 2.3 KM 0155417.6 |
 GD1203| GD1607 EAST PRAIRIE S MUN TANK             APPROX. 5.8 KM 3364004.5 |
 GD1203|---------------------------------------------------------------------|
 GD1203
 GD1203                          SUPERSEDED SURVEY CONTROL
 GD1203
 GD1203  NAD 83(1997)-  36 43 37.05763(N)    089 21 45.47075(W) AD(       ) 2
 GD1203  NAD 83(1997)-  36 43 37.05819(N)    089 21 45.47045(W) AD(       ) 2
 GD1203  NAD 83(1997)-  36 43 37.06628(N)    089 21 45.46772(W) AD(       ) 2
 GD1203  NAD 83(1986)-  36 43 37.07023(N)    089 21 45.47278(W) AD(       ) 2
 GD1203  NAD 27      -  36 43 36.86772(N)    089 21 45.20891(W) AD(       ) 2
 GD1203  NGVD 29 (??/??/??)   97.832  (m)          320.97   (f) ADJUSTED    1 1
 GD1203
 GD1203.Superseded values are not recommended for survey control.
 GD1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1203.See file dsdata.txt to determine how the superseded data were derived.
 GD1203
 GD1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8901667186(NAD 83)
 GD1203_MARKER: DB = BENCH MARK DISK
 GD1203_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1203+WITH SETTING: INTO GROUND
 GD1203_SP_SET: METAL ROD WITH BASE PLATE
 GD1203_STAMPING: L 276 1976
 GD1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1203+STABILITY: SURFACE MOTION
 GD1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1203+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 GD1203
 GD1203  HISTORY     - Date     Condition        Report By
 GD1203  HISTORY     - 1976     MONUMENTED       NGS
 GD1203  HISTORY     - 1977     GOOD             NGS
 GD1203  HISTORY     - 20020812 GOOD             USACE
 GD1203
 GD1203                          STATION DESCRIPTION
 GD1203
 GD1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1203'14.2 MI NE FROM NEW MADRID.
 GD1203'14.2 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE
 GD1203'FROM THE JUNCTION OF VANDENVENDER AVENUE, 11.2 FEET EAST OF THE
 GD1203'CENTER OF THE DIRT ROAD ON TOP OF THE LEVEE, AND 4.2 FEET
 GD1203'SOUTHWEST OF MILEPOST 21/22.
 GD1203'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1203'FEET. 1 FOOT BELOW THE TOP OF THE LEVEE.  2 FEET WEST OF A WITNESS
 GD1203'POST.
 GD1203
 GD1203                          STATION RECOVERY (1977)
 GD1203
 GD1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1203'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF NEW
 GD1203'MADRID, 4 MILES SOUTH-SOUTHEAST OF EAST PRAIRIE,
 GD1203'ON TOP OF THE LEVEE, OWNED BY THE
 GD1203'SAINT JOHN LEVEE BOARD, NEW MADRID, MISSOURI.
 GD1203'
 GD1203'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80
 GD1203'AND MAIN STREET, IN THE CENTER OF EAST PRAIRIE, GO EASTERLY ON
 GD1203'STATE HIGHWAY 80 FOR 1.8 MILES TO A CROSSROAD.  TURN RIGHT AND
 GD1203'GO SOUTH ON STATE HIGHWAY 102 FOR 2 MILES TO THE TOP OF THE
 GD1203'LEVEE AND GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE,
 GD1203'AND GO SOUTHERLY ALONG LEVEE ROAD FOR 1.55 MILES TO THE MARK
 GD1203'ON THE RIGHT.
 GD1203'
 GD1203'BM L 276, STAMPED---L 276 1976---, A STANDARD BENCH MARK
 GD1203'DISK,
 GD1203'IS CRIMPED TO THE TOP OF A 5/8-INCH ROD ABOUT 8 INCHES BELOW
 GD1203'GROUND.  IT IS 11 FEET SOUTHEAST OF CENTER OF THE ROAD, 7 FEET
 GD1203'WEST OF A CONCRETE MILE MARKER, AND 2 FEET SOUTH OF A METAL
 GD1203'WITNESS POST.
 GD1203'
 GD1203'A TRAVERSE TIE WAS MADE TO STATION PINHOOK
 GD1203
 GD1203                          STATION RECOVERY (2002)
 GD1203
 GD1203'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1250 ***********************************************************************
 GD1250  DESIGNATION -  L 277
 GD1250  PID         -  GD1250
 GD1250  STATE/COUNTY-  MO/MISSISSIPPI
 GD1250  USGS QUAD   -  WYATT (1978)
 GD1250
 GD1250                         *CURRENT SURVEY CONTROL
 GD1250  ___________________________________________________________________
 GD1250* NAD 83(1986)-  36 55 57.     (N)    089 11 33.     (W)     SCALED    
 GD1250* NAVD 88     -        99.639  (meters)     326.90   (feet)  ADJUSTED  
 GD1250  ___________________________________________________________________
 GD1250  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1250  DYNAMIC HT  -          99.565 (meters)     326.66  (feet)  COMP
 GD1250  MODELED GRAV-     979,883.8   (mgal)                       NAVD 88
 GD1250
 GD1250  VERT ORDER  -  FIRST     CLASS I
 GD1250
 GD1250.The horizontal coordinates were scaled from a topographic map and have
 GD1250.an estimated accuracy of +/- 6 seconds.
 GD1250
 GD1250.The orthometric height was determined by differential leveling
 GD1250.and adjusted by the National Geodetic Survey in June 1991..
 GD1250
 GD1250.The geoid height was determined by GEOID03.
 GD1250
 GD1250.The dynamic height is computed by dividing the NAVD 88
 GD1250.geopotential number by the normal gravity value computed on the
 GD1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1250.degrees latitude (g = 980.6199 gals.).
 GD1250
 GD1250.The modeled gravity was interpolated from observed gravity values.
 GD1250
 GD1250;                    North         East    Units  Estimated Accuracy
 GD1250;SPC MO E     -   122,760.      366,480.      MT  (+/- 180 meters Scaled)
 GD1250
 GD1250                          SUPERSEDED SURVEY CONTROL
 GD1250
 GD1250  NGVD 29 (??/??/??)   99.521  (m)          326.51   (f) ADJUSTED    1 1
 GD1250
 GD1250.Superseded values are not recommended for survey control.
 GD1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1250.See file dsdata.txt to determine how the superseded data were derived.
 GD1250
 GD1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF047896(NAD 83)
 GD1250_MARKER: DB = BENCH MARK DISK
 GD1250_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1250+WITH SETTING: INTO GROUND
 GD1250_SP_SET: METAL ROD WITH BASE PLATE
 GD1250_STAMPING: L 277 1976
 GD1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1250+STABILITY: SURFACE MOTION
 GD1250
 GD1250  HISTORY     - Date     Condition        Report By
 GD1250  HISTORY     - 1976     MONUMENTED       NGS
 GD1250
 GD1250                          STATION DESCRIPTION
 GD1250
 GD1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1250'1.9 MI NE FROM WYATT.
 GD1250'1.9 MILES NORTHEAST ALONG LEVEE FROM INTERSECTION OF STATE
 GD1250'ROUTE HH, 4.3 FEET EAST OF MILEPOST 3/4, 19.0 FEET WEST OF THE
 GD1250'CENTERLINE OF U.S. HIGHWAY (62+60), ON TOP OF LEVEE, 72.0 FEET
 GD1250'NORTHEAST OF A TELEPHONE POLE (NO NUMBER).
 GD1250'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1250'FEET.  1 FOOT BELOW TH TOP OF A LEVEE.  2 FEET SOUTHWEST OF A WITNESS
 GD1250'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1223 ***********************************************************************
 GD1223  DESIGNATION -  L 278
 GD1223  PID         -  GD1223
 GD1223  STATE/COUNTY-  MO/MISSISSIPPI
 GD1223  USGS QUAD   -  ANNISTON (1969)
 GD1223
 GD1223                         *CURRENT SURVEY CONTROL
 GD1223  ___________________________________________________________________
 GD1223* NAD 83(1986)-  36 52 00.     (N)    089 16 26.     (W)     SCALED    
 GD1223* NAVD 88     -        98.936  (meters)     324.59   (feet)  ADJUSTED  
 GD1223  ___________________________________________________________________
 GD1223  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1223  DYNAMIC HT  -          98.861 (meters)     324.35  (feet)  COMP
 GD1223  MODELED GRAV-     979,875.3   (mgal)                       NAVD 88
 GD1223
 GD1223  VERT ORDER  -  FIRST     CLASS I
 GD1223
 GD1223.The horizontal coordinates were scaled from a topographic map and have
 GD1223.an estimated accuracy of +/- 6 seconds.
 GD1223
 GD1223.The orthometric height was determined by differential leveling
 GD1223.and adjusted by the National Geodetic Survey in June 1991..
 GD1223
 GD1223.The geoid height was determined by GEOID03.
 GD1223
 GD1223.The dynamic height is computed by dividing the NAVD 88
 GD1223.geopotential number by the normal gravity value computed on the
 GD1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1223.degrees latitude (g = 980.6199 gals.).
 GD1223
 GD1223.The modeled gravity was interpolated from observed gravity values.
 GD1223
 GD1223;                    North         East    Units  Estimated Accuracy
 GD1223;SPC MO E     -   115,360.      359,320.      MT  (+/- 180 meters Scaled)
 GD1223
 GD1223                          SUPERSEDED SURVEY CONTROL
 GD1223
 GD1223  NGVD 29 (??/??/??)   98.818  (m)          324.21   (f) ADJUSTED    1 1
 GD1223
 GD1223.Superseded values are not recommended for survey control.
 GD1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1223.See file dsdata.txt to determine how the superseded data were derived.
 GD1223
 GD1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF973824(NAD 83)
 GD1223_MARKER: DB = BENCH MARK DISK
 GD1223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1223_SP_SET: COPPER-CLAD STEEL ROD
 GD1223_STAMPING: L 278 1976
 GD1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1223
 GD1223  HISTORY     - Date     Condition        Report By
 GD1223  HISTORY     - 1976     MONUMENTED       NGS
 GD1223  HISTORY     - 20020813 POOR             USACE
 GD1223
 GD1223                          STATION DESCRIPTION
 GD1223
 GD1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1223'4.9 MI SW FROM WYATT.
 GD1223'4.9 MILES SOUTHWEST ALONG THE LEVEE FROM THE INTERSECTION OF STATE
 GD1223'ROUTE HH, 0.3 MILES NORTH ALONG THE LEVEE FROM THE POINT WHERE
 GD1223'THE ST. LOUIS SOUTHWESTERN RAILROAD BEGINS RUNNING PARALLEL TO
 GD1223'THE LEVEE, 6.3 FEET NORTHEAST OF A FENCE, 31.0 FEET NORTHEAST
 GD1223'OF THE CENTER OF A DIRT ROAD, 15.0 FEET NW OF THE CENTER OF THE
 GD1223'LEVEE, 8.7 FEET NORTH OF A GATEPOST.
 GD1223'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 104
 GD1223'FEET ENCASED IN A PIPE PROJECTING 6 INCHES.  2 FEET BELOW THE TOP OF
 GD1223'A LEVEE.  1 FOOT SOUTHEWEST OF A WITNESS POST.
 GD1223
 GD1223                          STATION RECOVERY (2002)
 GD1223
 GD1223'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1223'MARK HAS BEEN DISTURBED. ROD BENT AND DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1030 ***********************************************************************
 GD1030  DESIGNATION -  L 279
 GD1030  PID         -  GD1030
 GD1030  STATE/COUNTY-  MO/PEMISCOT
 GD1030  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1030
 GD1030                         *CURRENT SURVEY CONTROL
 GD1030  ___________________________________________________________________
 GD1030* NAD 83(1986)-  36 00 46.     (N)    089 44 12.     (W)     SCALED    
 GD1030* NAVD 88     -        85.454  (meters)     280.36   (feet)  ADJUSTED  
 GD1030  ___________________________________________________________________
 GD1030  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1030  DYNAMIC HT  -          85.382 (meters)     280.12  (feet)  COMP
 GD1030  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 GD1030
 GD1030  VERT ORDER  -  FIRST     CLASS I
 GD1030
 GD1030.The horizontal coordinates were scaled from a topographic map and have
 GD1030.an estimated accuracy of +/- 6 seconds.
 GD1030
 GD1030.The orthometric height was determined by differential leveling
 GD1030.and adjusted by the National Geodetic Survey in June 1991..
 GD1030
 GD1030.The geoid height was determined by GEOID03.
 GD1030
 GD1030.The dynamic height is computed by dividing the NAVD 88
 GD1030.geopotential number by the normal gravity value computed on the
 GD1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1030.degrees latitude (g = 980.6199 gals.).
 GD1030
 GD1030.The modeled gravity was interpolated from observed gravity values.
 GD1030
 GD1030;                    North         East    Units  Estimated Accuracy
 GD1030;SPC MO E     -    20,180.      318,810.      MT  (+/- 180 meters Scaled)
 GD1030
 GD1030                          SUPERSEDED SURVEY CONTROL
 GD1030
 GD1030  NGVD 29 (??/??/??)   85.378  (m)          280.11   (f) ADJUSTED    1 1
 GD1030
 GD1030.Superseded values are not recommended for survey control.
 GD1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1030.See file dsdata.txt to determine how the superseded data were derived.
 GD1030
 GD1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE533888(NAD 83)
 GD1030_MARKER: DB = BENCH MARK DISK
 GD1030_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1030+WITH SETTING: INTO GROUND
 GD1030_SP_SET: METAL ROD WITH BASE PLATE
 GD1030_STAMPING: L 279 1976
 GD1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1030+STABILITY: SURFACE MOTION
 GD1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1030+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 GD1030
 GD1030  HISTORY     - Date     Condition        Report By
 GD1030  HISTORY     - 1976     MONUMENTED       NGS
 GD1030  HISTORY     - 20020729 GOOD             USACE
 GD1030
 GD1030                          STATION DESCRIPTION
 GD1030
 GD1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1030'3.9 MI NE FROM HUFFMAN.
 GD1030'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 GD1030'WAYS 137 AND 150 AT HUFFMAN, THENCE 3.9 MILES NORTHEAST ALONG THE
 GD1030'LEVEE, 19.0 FEET SOUTHWEST OF THE CENTER OF LEVEE, AND 9.0 FEET
 GD1030'SOUTHEAST OF MILEPOST 46/47.
 GD1030
 GD1030                          STATION RECOVERY (2002)
 GD1030
 GD1030'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2109 ***********************************************************************
 JD2109  DESIGNATION -  L 280
 JD2109  PID         -  JD2109
 JD2109  STATE/COUNTY-  MO/JOHNSON
 JD2109  USGS QUAD   -  CORNELIA (1955)
 JD2109
 JD2109                         *CURRENT SURVEY CONTROL
 JD2109  ___________________________________________________________________
 JD2109* NAD 83(1986)-  38 42 48.     (N)    093 44 02.     (W)     SCALED    
 JD2109* NAVD 88     -       245.635  (meters)     805.89   (feet)  ADJUSTED  
 JD2109  ___________________________________________________________________
 JD2109  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2109  DYNAMIC HT  -         245.466 (meters)     805.33  (feet)  COMP
 JD2109  MODELED GRAV-     979,937.3   (mgal)                       NAVD 88
 JD2109
 JD2109  VERT ORDER  -  SECOND    CLASS 0
 JD2109
 JD2109.The horizontal coordinates were scaled from a topographic map and have
 JD2109.an estimated accuracy of +/- 6 seconds.
 JD2109
 JD2109.The orthometric height was determined by differential leveling
 JD2109.and adjusted by the National Geodetic Survey in June 1991..
 JD2109
 JD2109.The geoid height was determined by GEOID03.
 JD2109
 JD2109.The dynamic height is computed by dividing the NAVD 88
 JD2109.geopotential number by the normal gravity value computed on the
 JD2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2109.degrees latitude (g = 980.6199 gals.).
 JD2109
 JD2109.The modeled gravity was interpolated from observed gravity values.
 JD2109
 JD2109;                    North         East    Units  Estimated Accuracy
 JD2109;SPC MO W     -   282,910.      916,630.      MT  (+/- 180 meters Scaled)
 JD2109
 JD2109                          SUPERSEDED SURVEY CONTROL
 JD2109
 JD2109  NGVD 29 (??/??/92)  245.534  (m)          805.56   (f) ADJ UNCH    2 0
 JD2109
 JD2109.Superseded values are not recommended for survey control.
 JD2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2109.See file dsdata.txt to determine how the superseded data were derived.
 JD2109
 JD2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC361852(NAD 83)
 JD2109_MARKER: DB = BENCH MARK DISK
 JD2109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2109_SP_SET: CULVERT
 JD2109_STAMPING: L 280 1963
 JD2109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2109
 JD2109  HISTORY     - Date     Condition        Report By
 JD2109  HISTORY     - 1963     MONUMENTED       CGS
 JD2109
 JD2109                          STATION DESCRIPTION
 JD2109
 JD2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2109'3.5 MI S FROM WARRENSBURG.
 JD2109'ABOUT 3.5 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2109'AT WARRENSBURG, IN S 12, R 26 W, T 45 N, ABOUT 0.8 MILE NORTH
 JD2109'OF THE JUNCTION OF STATE ROAD Y LEADING EAST, ABOUT 110 YARDS NORTH
 JD2109'OF THE JUNCTION OF THE GRAVELED ROAD LEADING WEST, SET IN THE TOP
 JD2109'OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A 6-FOOT
 JD2109'CONCRETE CULVERT, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JD2109'0.5 FOOT SOUTH OF THE NORTH END OF THE HEADWALL, AND ABOUT 6 FEET
 JD2109'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0501 ***********************************************************************
 JD0501  DESIGNATION -  L 281
 JD0501  PID         -  JD0501
 JD0501  STATE/COUNTY-  MO/COOPER
 JD0501  USGS QUAD   -  BILLINGSVILLE (1978)
 JD0501
 JD0501                         *CURRENT SURVEY CONTROL
 JD0501  ___________________________________________________________________
 JD0501* NAD 83(1986)-  38 56 04.     (N)    092 52 27.     (W)     SCALED    
 JD0501* NAVD 88     -       185.681  (meters)     609.19   (feet)  ADJUSTED  
 JD0501  ___________________________________________________________________
 JD0501  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0501  DYNAMIC HT  -         185.562 (meters)     608.80  (feet)  COMP
 JD0501  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 JD0501
 JD0501  VERT ORDER  -  SECOND    CLASS 0
 JD0501
 JD0501.The horizontal coordinates were scaled from a topographic map and have
 JD0501.an estimated accuracy of +/- 6 seconds.
 JD0501
 JD0501.The orthometric height was determined by differential leveling
 JD0501.and adjusted by the National Geodetic Survey in June 1991..
 JD0501
 JD0501.The geoid height was determined by GEOID03.
 JD0501
 JD0501.The dynamic height is computed by dividing the NAVD 88
 JD0501.geopotential number by the normal gravity value computed on the
 JD0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0501.degrees latitude (g = 980.6199 gals.).
 JD0501
 JD0501.The modeled gravity was interpolated from observed gravity values.
 JD0501
 JD0501;                    North         East    Units  Estimated Accuracy
 JD0501;SPC MO C     -   344,220.      467,560.      MT  (+/- 180 meters Scaled)
 JD0501
 JD0501                          SUPERSEDED SURVEY CONTROL
 JD0501
 JD0501  NGVD 29 (??/??/92)  185.617  (m)          608.98   (f) ADJ UNCH    2 0
 JD0501
 JD0501.Superseded values are not recommended for survey control.
 JD0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0501.See file dsdata.txt to determine how the superseded data were derived.
 JD0501
 JD0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD109095(NAD 83)
 JD0501_MARKER: DB = BENCH MARK DISK
 JD0501_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JD0501_SP_SET: BRIDGE ABUTMENT
 JD0501_STAMPING: L 281 1962
 JD0501_MARK LOGO: CGS   
 JD0501_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0501
 JD0501  HISTORY     - Date     Condition        Report By
 JD0501  HISTORY     - 1962     MONUMENTED       CGS
 JD0501  HISTORY     - 19920511 GOOD             MODNR
 JD0501
 JD0501                          STATION DESCRIPTION
 JD0501
 JD0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0501'9.4 MI SW FROM BOONVILLE.
 JD0501'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0501'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST
 JD0501'ALONG STATE HIGHWAY 41, THENCE 0.6 MILE WEST ALONG U.S. HIGHWAY
 JD0501'40 AND INTERSTATE HIGHWAY 70, SET IN THE WEST END OF THE SOUTH
 JD0501'CONCRETE ABUTMENT OF A BRIDGE OVER A CREEK, 18.5 FEET SOUTH OF
 JD0501'THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 0.5 FOOT NORTH
 JD0501'OF THE SOUTH END OF THE ABUTMENT, AND ABOUT 1 FOOT ABOVE THE
 JD0501'LEVEL OF THE HIGHWAY.
 JD0501
 JD0501                          STATION RECOVERY (1992)
 JD0501
 JD0501'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2830 ***********************************************************************
 JD2830  DESIGNATION -  L 281 RESET
 JD2830  PID         -  JD2830
 JD2830  STATE/COUNTY-  MO/COOPER
 JD2830  USGS QUAD   -  BILLINGSVILLE (1978)
 JD2830
 JD2830                         *CURRENT SURVEY CONTROL
 JD2830  ___________________________________________________________________
 JD2830* NAD 83(1986)-  38 56 04.     (N)    092 52 27.     (W)     SCALED    
 JD2830* NAVD 88     -       183.11   (meters)     600.8    (feet)  RESET     
 JD2830  ___________________________________________________________________
 JD2830  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2830
 JD2830  VERT ORDER  -  THIRD
 JD2830
 JD2830.The horizontal coordinates were scaled from a topographic map and have
 JD2830.an estimated accuracy of +/- 6 seconds.
 JD2830
 JD2830.The orthometric height was computed from unverified reset data.
 JD2830.No vertical observational check was made to the station.
 JD2830
 JD2830.The geoid height was determined by GEOID03.
 JD2830
 JD2830;                    North         East    Units  Estimated Accuracy
 JD2830;SPC MO C     -   344,220.      467,560.      MT  (+/- 180 meters Scaled)
 JD2830
 JD2830                          SUPERSEDED SURVEY CONTROL
 JD2830
 JD2830  NGVD 29 (02/22/06)  183.04   (m)          600.5    (f) RESET       3  
 JD2830
 JD2830.Superseded values are not recommended for survey control.
 JD2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2830.See file dsdata.txt to determine how the superseded data were derived.
 JD2830
 JD2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD109095(NAD 83)
 JD2830_MARKER: DV = VERTICAL CONTROL DISK
 JD2830_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JD2830_SP_SET: CULVERT
 JD2830_STAMPING: L 281 RESET 1992
 JD2830_MARK LOGO: NGS   
 JD2830_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2830+STABILITY: SURFACE MOTION
 JD2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2830+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2830
 JD2830  HISTORY     - Date     Condition        Report By
 JD2830  HISTORY     - 1992     MONUMENTED       MODNR
 JD2830
 JD2830                          STATION DESCRIPTION
 JD2830
 JD2830'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2830'THE BENCH MARK WAS SET IN THE SW END OF A BOX CULVERT OF MARTINS
 JD2830'CREEK AND THE SOUTH SERVICE ROAD OF I 29 NEAR THE 1/4 COR OF SECTIONS
 JD2830'10 AND 15 OF T48N R18W IN COOPER CO. TO REACH THE MARK FROM THE
 JD2830'HIGHWAY 135 OVERPASS ON I 70 WEST OF BOONVILLE FOLLOW THE SOUTH
 JD2830'SERVICE ROAD FOR ABOUT 1.5 MILES TO THE BOX CULVERT OVER MARTINS
 JD2830'CREEK AND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0715 ***********************************************************************
 JD0715  DESIGNATION -  L 282
 JD0715  PID         -  JD0715
 JD0715  STATE/COUNTY-  MO/SALINE
 JD0715  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0715
 JD0715                         *CURRENT SURVEY CONTROL
 JD0715  ___________________________________________________________________
 JD0715* NAD 83(1986)-  38 58 31.     (N)    093 23 31.     (W)     SCALED    
 JD0715* NAVD 88     -       225.005  (meters)     738.20   (feet)  ADJUSTED  
 JD0715  ___________________________________________________________________
 JD0715  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0715  DYNAMIC HT  -         224.861 (meters)     737.73  (feet)  COMP
 JD0715  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 JD0715
 JD0715  VERT ORDER  -  SECOND    CLASS 0
 JD0715
 JD0715.The horizontal coordinates were scaled from a topographic map and have
 JD0715.an estimated accuracy of +/- 6 seconds.
 JD0715
 JD0715.The orthometric height was determined by differential leveling
 JD0715.and adjusted by the National Geodetic Survey in June 1991..
 JD0715
 JD0715.The geoid height was determined by GEOID03.
 JD0715
 JD0715.The dynamic height is computed by dividing the NAVD 88
 JD0715.geopotential number by the normal gravity value computed on the
 JD0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0715.degrees latitude (g = 980.6199 gals.).
 JD0715
 JD0715.The modeled gravity was interpolated from observed gravity values.
 JD0715
 JD0715;                    North         East    Units  Estimated Accuracy
 JD0715;SPC MO C     -   349,070.      422,710.      MT  (+/- 180 meters Scaled)
 JD0715
 JD0715                          SUPERSEDED SURVEY CONTROL
 JD0715
 JD0715  NGVD 29 (??/??/92)  224.917  (m)          737.92   (f) ADJ UNCH    2 0
 JD0715
 JD0715.Superseded values are not recommended for survey control.
 JD0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0715.See file dsdata.txt to determine how the superseded data were derived.
 JD0715
 JD0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD660141(NAD 83)
 JD0715_MARKER: DB = BENCH MARK DISK
 JD0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0715_STAMPING: L 282 1962
 JD0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0715+STABILITY: SURFACE MOTION
 JD0715
 JD0715  HISTORY     - Date     Condition        Report By
 JD0715  HISTORY     - 1962     MONUMENTED       CGS
 JD0715
 JD0715                          STATION DESCRIPTION
 JD0715
 JD0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0715'2.2 MI NE FROM SWEET SPRINGS.
 JD0715'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0715'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 1.4 MILES
 JD0715'EAST ALONG INTERSTATE 70, AT A FENCE CORNER NEAR A GATE INTO
 JD0715'A FIELD, AND UNDER A POWER LINE CROSSING, 130 FEET SOUTH OF THE
 JD0715'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 30 FEET SOUTH OF THE
 JD0715'CENTERLINE OF OLD HIGHWAY 40, 2 FEET NORTH OF A FENCE CORNER,
 JD0715'9.5 FEET EAST OF A DIRT ROAD, 1.5 FEET WEST OF A WITNESS POST,
 JD0715'ABOUT 2 FEET ABOVE OLD HIGHWAY 40, AND SET IN THE TOP OF A
 JD0715'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0734 ***********************************************************************
 KD0734  DESIGNATION -  L 283
 KD0734  PID         -  KD0734
 KD0734  STATE/COUNTY-  MO/LAFAYETTE
 KD0734  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0734
 KD0734                         *CURRENT SURVEY CONTROL
 KD0734  ___________________________________________________________________
 KD0734* NAD 83(1986)-  39 06 07.     (N)    093 42 30.     (W)     SCALED    
 KD0734* NAVD 88     -       255.495  (meters)     838.24   (feet)  ADJUSTED  
 KD0734  ___________________________________________________________________
 KD0734  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0734  DYNAMIC HT  -         255.333 (meters)     837.71  (feet)  COMP
 KD0734  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 KD0734
 KD0734  VERT ORDER  -  SECOND    CLASS 0
 KD0734
 KD0734.The horizontal coordinates were scaled from a topographic map and have
 KD0734.an estimated accuracy of +/- 6 seconds.
 KD0734
 KD0734.The orthometric height was determined by differential leveling
 KD0734.and adjusted by the National Geodetic Survey in June 1991..
 KD0734
 KD0734.The geoid height was determined by GEOID03.
 KD0734
 KD0734.The dynamic height is computed by dividing the NAVD 88
 KD0734.geopotential number by the normal gravity value computed on the
 KD0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0734.degrees latitude (g = 980.6199 gals.).
 KD0734
 KD0734.The modeled gravity was interpolated from observed gravity values.
 KD0734
 KD0734;                    North         East    Units  Estimated Accuracy
 KD0734;SPC MO W     -   326,070.      918,480.      MT  (+/- 180 meters Scaled)
 KD0734
 KD0734                          SUPERSEDED SURVEY CONTROL
 KD0734
 KD0734  NGVD 29 (??/??/92)  255.404  (m)          837.94   (f) ADJ UNCH    2 0
 KD0734
 KD0734.Superseded values are not recommended for survey control.
 KD0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0734.See file dsdata.txt to determine how the superseded data were derived.
 KD0734
 KD0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD387283(NAD 83)
 KD0734_MARKER: DB = BENCH MARK DISK
 KD0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0734_STAMPING: L 283 1962
 KD0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0734+STABILITY: SURFACE MOTION
 KD0734
 KD0734  HISTORY     - Date     Condition        Report By
 KD0734  HISTORY     - 1962     MONUMENTED       CGS
 KD0734
 KD0734                          STATION DESCRIPTION
 KD0734
 KD0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0734'2 MI NE FROM HIGGINSVILLE.
 KD0734'0.95 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0734'STATION AT HIGGINSVILLE, THENCE 1.0 MILE EAST ALONG STATE
 KD0734'HIGHWAY 20, NEAR THE TOP OF A HILL AND ACROSS THE ROAD FROM A
 KD0734'PRIVATE HOME, 22 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 KD0734'11 FEET EAST OF THE CENTER OF A GATE, 3 FEET EAST-NORTHEAST
 KD0734'OF A FENCE CORNER, 2.0 FEET WEST OF A WITNESS POST, ABOUT 2 FEET
 KD0734'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KD0734'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0735 ***********************************************************************
 KD0735  DESIGNATION -  L 283 RESET
 KD0735  PID         -  KD0735
 KD0735  STATE/COUNTY-  MO/LAFAYETTE
 KD0735  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0735
 KD0735                         *CURRENT SURVEY CONTROL
 KD0735  ___________________________________________________________________
 KD0735* NAD 83(1986)-  39 06 07.     (N)    093 42 30.     (W)     SCALED    
 KD0735* NAVD 88     -       255.09   (meters)     836.9    (feet)  RESET     
 KD0735  ___________________________________________________________________
 KD0735  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0735
 KD0735  VERT ORDER  -  THIRD
 KD0735
 KD0735.The horizontal coordinates were scaled from a topographic map and have
 KD0735.an estimated accuracy of +/- 6 seconds.
 KD0735
 KD0735.The orthometric height was computed from unverified reset data.
 KD0735
 KD0735.The geoid height was determined by GEOID03.
 KD0735
 KD0735;                    North         East    Units  Estimated Accuracy
 KD0735;SPC MO W     -   326,070.      918,480.      MT  (+/- 180 meters Scaled)
 KD0735
 KD0735                          SUPERSEDED SURVEY CONTROL
 KD0735
 KD0735  NGVD 29 (??/??/??)  255.00   (m)          836.6    (f) RESET       3  
 KD0735
 KD0735.Superseded values are not recommended for survey control.
 KD0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0735.See file dsdata.txt to determine how the superseded data were derived.
 KD0735
 KD0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD387283(NAD 83)
 KD0735_MARKER: DB = BENCH MARK DISK
 KD0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0735_STAMPING: L 283 RESET 1963
 KD0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0735+STABILITY: SURFACE MOTION
 KD0735
 KD0735  HISTORY     - Date     Condition        Report By
 KD0735  HISTORY     - 1963     MONUMENTED       CGS
 KD0735
 KD0735                          STATION DESCRIPTION
 KD0735
 KD0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KD0735'1.8 MI NE FROM HIGGINSVILLE.
 KD0735'0.95 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0735'STATION AT HIGGINSVILLE, THENCE 0.85 MILE EAST ALONG MISSOURI
 KD0735'STATE HIGHWAY 20, NEAR THE TOP OF A HILL, IN FRONT OF A PRIVATE
 KD0735'HOME, 57 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 70 FEET
 KD0735'SOUTHEAST OF THE SOUTHEAST CORNER OF A PRIVATE HOME, 1 FOOT SOUTH
 KD0735'OF A WITNESS POST, ABOUT 12 FEET ABOVE THE LEVEL OF THE ROAD
 KD0735'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0504 ***********************************************************************
 KD0504  DESIGNATION -  L 284
 KD0504  PID         -  KD0504
 KD0504  STATE/COUNTY-  MO/SALINE
 KD0504  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0504
 KD0504                         *CURRENT SURVEY CONTROL
 KD0504  ___________________________________________________________________
 KD0504* NAD 83(1986)-  39 03 22.     (N)    093 11 45.     (W)     SCALED    
 KD0504* NAVD 88     -       236.482  (meters)     775.86   (feet)  ADJUSTED  
 KD0504  ___________________________________________________________________
 KD0504  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0504  DYNAMIC HT  -         236.334 (meters)     775.37  (feet)  COMP
 KD0504  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 KD0504
 KD0504  VERT ORDER  -  SECOND    CLASS 0
 KD0504
 KD0504.The horizontal coordinates were scaled from a topographic map and have
 KD0504.an estimated accuracy of +/- 6 seconds.
 KD0504
 KD0504.The orthometric height was determined by differential leveling
 KD0504.and adjusted by the National Geodetic Survey in June 1991..
 KD0504
 KD0504.The geoid height was determined by GEOID03.
 KD0504
 KD0504.The dynamic height is computed by dividing the NAVD 88
 KD0504.geopotential number by the normal gravity value computed on the
 KD0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0504.degrees latitude (g = 980.6199 gals.).
 KD0504
 KD0504.The modeled gravity was interpolated from observed gravity values.
 KD0504
 KD0504;                    North         East    Units  Estimated Accuracy
 KD0504;SPC MO C     -   357,890.      439,770.      MT  (+/- 180 meters Scaled)
 KD0504
 KD0504                          SUPERSEDED SURVEY CONTROL
 KD0504
 KD0504  NGVD 29 (??/??/92)  236.408  (m)          775.62   (f) ADJ UNCH    2 0
 KD0504
 KD0504.Superseded values are not recommended for survey control.
 KD0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0504.See file dsdata.txt to determine how the superseded data were derived.
 KD0504
 KD0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD830230(NAD 83)
 KD0504_MARKER: DB = BENCH MARK DISK
 KD0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0504_STAMPING: L 284 1962
 KD0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0504+STABILITY: SURFACE MOTION
 KD0504
 KD0504  HISTORY     - Date     Condition        Report By
 KD0504  HISTORY     - 1962     MONUMENTED       CGS
 KD0504  HISTORY     - 1963     GOOD             NGS
 KD0504  HISTORY     - 19891201 GOOD             USPSQD
 KD0504
 KD0504                          STATION DESCRIPTION
 KD0504
 KD0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0504'4.6 MI SW FROM MARSHALL.
 KD0504'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURT HOUSE AT
 KD0504'MARSHALL, THENCE 4.5 MILE SOUTH ALONG U.S. HIGHWAY 65, AT THE
 KD0504'ROAD JUNCTION, 65 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KD0504'INTERSECTION, 25 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 KD0504'ROAD, 61 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET
 KD0504'SOUTH OF A POWER POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT
 KD0504'4 FEET HIGHER THAN THE ROAD, A DISK IN THE TOP OF A CONCRETE
 KD0504'POST PROJECTING 0.4 FOOT.
 KD0504
 KD0504                          STATION RECOVERY (1989)
 KD0504
 KD0504'RECOVERY NOTE BY US POWER SQUADRON 1989 (JMT)
 KD0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0607 ***********************************************************************
 KD0607  DESIGNATION -  L 285
 KD0607  PID         -  KD0607
 KD0607  STATE/COUNTY-  MO/LAFAYETTE
 KD0607  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0607
 KD0607                         *CURRENT SURVEY CONTROL
 KD0607  ___________________________________________________________________
 KD0607* NAD 83(1986)-  39 11 40.     (N)    093 52 48.     (W)     SCALED    
 KD0607* NAVD 88     -       211.035  (meters)     692.37   (feet)  ADJUSTED  
 KD0607  ___________________________________________________________________
 KD0607  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0607  DYNAMIC HT  -         210.904 (meters)     691.94  (feet)  COMP
 KD0607  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 KD0607
 KD0607  VERT ORDER  -  FIRST     CLASS II
 KD0607
 KD0607.The horizontal coordinates were scaled from a topographic map and have
 KD0607.an estimated accuracy of +/- 6 seconds.
 KD0607
 KD0607.The orthometric height was determined by differential leveling
 KD0607.and adjusted by the National Geodetic Survey in June 1991..
 KD0607
 KD0607.The geoid height was determined by GEOID03.
 KD0607
 KD0607.The dynamic height is computed by dividing the NAVD 88
 KD0607.geopotential number by the normal gravity value computed on the
 KD0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0607.degrees latitude (g = 980.6199 gals.).
 KD0607
 KD0607.The modeled gravity was interpolated from observed gravity values.
 KD0607
 KD0607;                    North         East    Units  Estimated Accuracy
 KD0607;SPC MO W     -   336,220.      903,560.      MT  (+/- 180 meters Scaled)
 KD0607
 KD0607                          SUPERSEDED SURVEY CONTROL
 KD0607
 KD0607  NGVD 29 (??/??/92)  210.941  (m)          692.06   (f) ADJ UNCH    1 2
 KD0607
 KD0607.Superseded values are not recommended for survey control.
 KD0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0607.See file dsdata.txt to determine how the superseded data were derived.
 KD0607
 KD0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD240387(NAD 83)
 KD0607_MARKER: DB = BENCH MARK DISK
 KD0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0607_SP_SET: CONCRETE POST
 KD0607_STAMPING: L 285 1962
 KD0607_MARK LOGO: CGS   
 KD0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0607+STABILITY: SURFACE MOTION
 KD0607
 KD0607  HISTORY     - Date     Condition        Report By
 KD0607  HISTORY     - 1962     MONUMENTED       CGS
 KD0607  HISTORY     - 1986     GOOD             NGS
 KD0607
 KD0607                          STATION DESCRIPTION
 KD0607
 KD0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0607'2 MI NE FROM MYRICK STATION.
 KD0607'2.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0607'MYRICK RAILROAD STATION, AT MILEPOST NO. 245-20, 68 FEET
 KD0607'SOUTHEAST ACROSS THE TRACK FROM THE MILEPOST, 20 FEET SOUTHEAST
 KD0607'OF THE SOUTHEAST RAIL, 6.0 FEET NORTHWEST OF A FENCE, 2.5 FEET
 KD0607'SOUTHWEST OF A TELEGRAPH POLE WITH TWO GUY WIRES, 1.8 FEET NORTHEAST
 KD0607'OF A WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF
 KD0607'A CONCRETE POST PROJECTING 0.4 FOOT.
 KD0607
 KD0607                          STATION RECOVERY (1986)
 KD0607
 KD0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0607'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.7 KM (0.45
 KD0607'MI) NORTH ALONG A PAVED STREET FROM THE COURTHOUSE IN LEXINGTON,
 KD0607'THENCE 0.7 KM (0.45 MI) NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0550 ***********************************************************************
 KD0550  DESIGNATION -  L 286
 KD0550  PID         -  KD0550
 KD0550  STATE/COUNTY-  MO/SALINE
 KD0550  USGS QUAD   -  BLACKBURN (1978)
 KD0550
 KD0550                         *CURRENT SURVEY CONTROL
 KD0550  ___________________________________________________________________
 KD0550* NAD 83(1986)-  39 04 23.     (N)    093 28 49.     (W)     SCALED    
 KD0550* NAVD 88     -       237.742  (meters)     779.99   (feet)  ADJUSTED  
 KD0550  ___________________________________________________________________
 KD0550  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0550  DYNAMIC HT  -         237.592 (meters)     779.50  (feet)  COMP
 KD0550  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 KD0550
 KD0550  VERT ORDER  -  SECOND    CLASS 0
 KD0550
 KD0550.The horizontal coordinates were scaled from a topographic map and have
 KD0550.an estimated accuracy of +/- 6 seconds.
 KD0550
 KD0550.The orthometric height was determined by differential leveling
 KD0550.and adjusted by the National Geodetic Survey in June 1991..
 KD0550
 KD0550.The geoid height was determined by GEOID03.
 KD0550
 KD0550.The dynamic height is computed by dividing the NAVD 88
 KD0550.geopotential number by the normal gravity value computed on the
 KD0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0550.degrees latitude (g = 980.6199 gals.).
 KD0550
 KD0550.The modeled gravity was interpolated from observed gravity values.
 KD0550
 KD0550;                    North         East    Units  Estimated Accuracy
 KD0550;SPC MO C     -   360,000.      415,170.      MT  (+/- 180 meters Scaled)
 KD0550
 KD0550                          SUPERSEDED SURVEY CONTROL
 KD0550
 KD0550  NGVD 29 (??/??/92)  237.651  (m)          779.69   (f) ADJ UNCH    2 0
 KD0550
 KD0550.Superseded values are not recommended for survey control.
 KD0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0550.See file dsdata.txt to determine how the superseded data were derived.
 KD0550
 KD0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD584249(NAD 83)
 KD0550_MARKER: DB = BENCH MARK DISK
 KD0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0550_STAMPING: L 286 1962
 KD0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0550+STABILITY: SURFACE MOTION
 KD0550
 KD0550  HISTORY     - Date     Condition        Report By
 KD0550  HISTORY     - 1962     MONUMENTED       CGS
 KD0550
 KD0550                          STATION DESCRIPTION
 KD0550
 KD0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0550'2.7 MI S FROM BLACKBURN.
 KD0550'ABOUT 0.3 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KD0550'BLACKBURN, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 20, THENCE
 KD0550'2.1 MILES SOUTH ALONG A COUNTY ROAD, AT A JOG IN THE ROAD,
 KD0550'BETWEEN TWO FARM HOUSES, 54 WEST OF THE CENTERLINE OF THE ROAD, 3.7
 KD0550'FEET NORTH OF A CORNER POST IN FENCE, 30 FEET SOUTHWEST OF A
 KD0550'TELEPHONE POLE WITH GUY WIRE, 1.3 FEET EAST OF A FENCE, 1.6 FEET
 KD0550'SOUTH OF A WITNESS POST, ABOUT 4 1/2 FEET ABOVE THE ROAD, AND SET
 KD0550'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0707 ***********************************************************************
 KD0707  DESIGNATION -  L 287
 KD0707  PID         -  KD0707
 KD0707  STATE/COUNTY-  MO/LAFAYETTE
 KD0707  USGS QUAD   -  WAVERLY (1979)
 KD0707
 KD0707                         *CURRENT SURVEY CONTROL
 KD0707  ___________________________________________________________________
 KD0707* NAD 83(1986)-  39 09 46.     (N)    093 37 28.     (W)     SCALED    
 KD0707* NAVD 88     -       244.799  (meters)     803.14   (feet)  ADJUSTED  
 KD0707  ___________________________________________________________________
 KD0707  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0707  DYNAMIC HT  -         244.645 (meters)     802.64  (feet)  COMP
 KD0707  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 KD0707
 KD0707  VERT ORDER  -  SECOND    CLASS 0
 KD0707
 KD0707.The horizontal coordinates were scaled from a topographic map and have
 KD0707.an estimated accuracy of +/- 6 seconds.
 KD0707
 KD0707.The orthometric height was determined by differential leveling
 KD0707.and adjusted by the National Geodetic Survey in June 1991..
 KD0707
 KD0707.The geoid height was determined by GEOID03.
 KD0707
 KD0707.The dynamic height is computed by dividing the NAVD 88
 KD0707.geopotential number by the normal gravity value computed on the
 KD0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0707.degrees latitude (g = 980.6199 gals.).
 KD0707
 KD0707.The modeled gravity was interpolated from observed gravity values.
 KD0707
 KD0707;                    North         East    Units  Estimated Accuracy
 KD0707;SPC MO W     -   332,890.      925,670.      MT  (+/- 180 meters Scaled)
 KD0707
 KD0707                          SUPERSEDED SURVEY CONTROL
 KD0707
 KD0707  NGVD 29 (??/??/92)  244.692  (m)          802.79   (f) ADJ UNCH    2 0
 KD0707
 KD0707.Superseded values are not recommended for survey control.
 KD0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0707.See file dsdata.txt to determine how the superseded data were derived.
 KD0707
 KD0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD460350(NAD 83)
 KD0707_MARKER: DB = BENCH MARK DISK
 KD0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0707_STAMPING: L 287 1962
 KD0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0707+STABILITY: SURFACE MOTION
 KD0707
 KD0707  HISTORY     - Date     Condition        Report By
 KD0707  HISTORY     - 1962     MONUMENTED       CGS
 KD0707
 KD0707                          STATION DESCRIPTION
 KD0707
 KD0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0707'6 MI S FROM HODGE.
 KD0707'2.7 MILES SOUTHWEST ALONG ASPHALT COUNTY ROAD NO. N FROM THE
 KD0707'GENERAL STORE AND POST OFFICE AT HODGE, THENCE 0.8 MILE SOUTHEAST
 KD0707'ALONG U.S. HIGHWAY 24, THENCE 2.5 MILES SOUTHEAST ALONG A COUNTY
 KD0707'ROAD, 42.5 FEET NORTHWEST OF THE CENTER OF THE T-JUNCTION OF
 KD0707'COUNTY ROAD NO. BB 25 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 KD0707'35.8 FEET WEST OF THE CENTERLINE OF COUNTY ROAD NO. BB, 19.7 FEET
 KD0707'SOUTH OF TELEPHONE POLE NO. C8-1, 3.5 FEET NROTH OF A FENCE
 KD0707'CORNER, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET ABOVE
 KD0707'THE LEVEL OF COUNTY ROAD NO. BB, AND SET IN THE TOP OF A CONCRETE
 KD0707'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0811 ***********************************************************************
 KD0811  DESIGNATION -  L 288
 KD0811  PID         -  KD0811
 KD0811  STATE/COUNTY-  MO/LAFAYETTE
 KD0811  USGS QUAD   -  ODESSA NORTH (1978)
 KD0811
 KD0811                         *CURRENT SURVEY CONTROL
 KD0811  ___________________________________________________________________
 KD0811* NAD 83(1986)-  39 02 19.     (N)    093 58 23.     (W)     SCALED    
 KD0811* NAVD 88     -       256.232  (meters)     840.65   (feet)  ADJUSTED  
 KD0811  ___________________________________________________________________
 KD0811  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0811  DYNAMIC HT  -         256.067 (meters)     840.11  (feet)  COMP
 KD0811  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 KD0811
 KD0811  VERT ORDER  -  SECOND    CLASS 0
 KD0811
 KD0811.The horizontal coordinates were scaled from a topographic map and have
 KD0811.an estimated accuracy of +/- 6 seconds.
 KD0811
 KD0811.The orthometric height was determined by differential leveling
 KD0811.and adjusted by the National Geodetic Survey in June 1991..
 KD0811
 KD0811.The geoid height was determined by GEOID03.
 KD0811
 KD0811.The dynamic height is computed by dividing the NAVD 88
 KD0811.geopotential number by the normal gravity value computed on the
 KD0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0811.degrees latitude (g = 980.6199 gals.).
 KD0811
 KD0811.The modeled gravity was interpolated from observed gravity values.
 KD0811
 KD0811;                    North         East    Units  Estimated Accuracy
 KD0811;SPC MO W     -   318,870.      895,620.      MT  (+/- 180 meters Scaled)
 KD0811
 KD0811                          SUPERSEDED SURVEY CONTROL
 KD0811
 KD0811  NGVD 29 (??/??/92)  256.130  (m)          840.32   (f) ADJ UNCH    2 0
 KD0811
 KD0811.Superseded values are not recommended for survey control.
 KD0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0811.See file dsdata.txt to determine how the superseded data were derived.
 KD0811
 KD0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD157215(NAD 83)
 KD0811_MARKER: DB = BENCH MARK DISK
 KD0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0811_SP_SET: CULVERT
 KD0811_STAMPING: L 288 1962
 KD0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0811
 KD0811  HISTORY     - Date     Condition        Report By
 KD0811  HISTORY     - 1962     MONUMENTED       CGS
 KD0811  HISTORY     - 20060904 MARK NOT FOUND   GEOCAC
 KD0811
 KD0811                          STATION DESCRIPTION
 KD0811
 KD0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0811'3.8 MI NW FROM ODESSA.
 KD0811'3.75 MILES NORTHWEST ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0811'AT ODESSA, 13.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET
 KD0811'IN THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A 6 X 6 FOOT
 KD0811'CONCRETE CULVERT, 1.3 FEET NORTH OF THE SOUTH EDGE OF THE
 KD0811'HEADWALL, 2.0 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE
 KD0811'LEVEL OF THE HIGHWAY.
 KD0811
 KD0811                          STATION RECOVERY (2006)
 KD0811
 KD0811'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0811'THE CULVERT HAS BEEN REPLACED AND THE HEADWALL REMOVED.
 KD0811' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0493 ***********************************************************************
 KD0493  DESIGNATION -  L 289
 KD0493  PID         -  KD0493
 KD0493  STATE/COUNTY-  MO/SALINE
 KD0493  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0493
 KD0493                         *CURRENT SURVEY CONTROL
 KD0493  ___________________________________________________________________
 KD0493* NAD 83(1986)-  39 00 52.     (N)    093 11 45.     (W)     SCALED    
 KD0493* NAVD 88     -       242.747  (meters)     796.41   (feet)  ADJUSTED  
 KD0493  ___________________________________________________________________
 KD0493  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0493  DYNAMIC HT  -         242.594 (meters)     795.91  (feet)  COMP
 KD0493  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 KD0493
 KD0493  VERT ORDER  -  SECOND    CLASS 0
 KD0493
 KD0493.The horizontal coordinates were scaled from a topographic map and have
 KD0493.an estimated accuracy of +/- 6 seconds.
 KD0493
 KD0493.The orthometric height was determined by differential leveling
 KD0493.and adjusted by the National Geodetic Survey in June 1991..
 KD0493
 KD0493.The geoid height was determined by GEOID03.
 KD0493
 KD0493.The dynamic height is computed by dividing the NAVD 88
 KD0493.geopotential number by the normal gravity value computed on the
 KD0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0493.degrees latitude (g = 980.6199 gals.).
 KD0493
 KD0493.The modeled gravity was interpolated from observed gravity values.
 KD0493
 KD0493;                    North         East    Units  Estimated Accuracy
 KD0493;SPC MO C     -   353,270.      439,740.      MT  (+/- 180 meters Scaled)
 KD0493
 KD0493                          SUPERSEDED SURVEY CONTROL
 KD0493
 KD0493  NGVD 29 (??/??/92)  242.669  (m)          796.16   (f) ADJ UNCH    2 0
 KD0493
 KD0493.Superseded values are not recommended for survey control.
 KD0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0493.See file dsdata.txt to determine how the superseded data were derived.
 KD0493
 KD0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD830183(NAD 83)
 KD0493_MARKER: DB = BENCH MARK DISK
 KD0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0493_STAMPING: L 289 1962
 KD0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0493+STABILITY: SURFACE MOTION
 KD0493
 KD0493  HISTORY     - Date     Condition        Report By
 KD0493  HISTORY     - 1962     MONUMENTED       CGS
 KD0493  HISTORY     - 1963     GOOD             NGS
 KD0493  HISTORY     - 1969     GOOD             NGS
 KD0493
 KD0493                          STATION DESCRIPTION
 KD0493
 KD0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0493'8 MI S FROM MARSHALL.
 KD0493'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURTHOUSE AT
 KD0493'MARSHALL, THENCE 7.9 MILE SOUTH ALONG U.S. HIGHWAY 65, AT THE
 KD0493'T JUNCTION OF COUNTY ROAD UU, 166 FEET EAST SOUTHEAST OF THE
 KD0493'CENTERLINE OF THE JUNCTION, 154 FEET EAST OF THE CENTERLINE OF
 KD0493'THE HIGHWAY, 47 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD,
 KD0493'2.6 FEET SOUTH OF A POWER POLE, 1.5 FEET NORTH OF A WITNESS POST,
 KD0493'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, A DISK IN THE TOP OF A
 KD0493'CONCRETE POST PROJECTING 0.5 FOOT.
 KD0493
 KD0493                          STATION RECOVERY (1969)
 KD0493
 KD0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KD0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0315 ***********************************************************************
 HD0315  DESIGNATION -  L 29
 HD0315  PID         -  HD0315
 HD0315  STATE/COUNTY-  MO/WRIGHT
 HD0315  USGS QUAD   -  MANSFIELD NE (1985)
 HD0315
 HD0315                         *CURRENT SURVEY CONTROL
 HD0315  ___________________________________________________________________
 HD0315* NAD 83(1986)-  37 14 44.     (N)    092 30 30.     (W)     SCALED    
 HD0315* NAVD 88     -       355.902  (meters)    1167.66   (feet)  ADJUSTED  
 HD0315  ___________________________________________________________________
 HD0315  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HD0315  DYNAMIC HT  -         355.621 (meters)    1166.73  (feet)  COMP
 HD0315  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 HD0315
 HD0315  VERT ORDER  -  SECOND    CLASS 0
 HD0315
 HD0315.The horizontal coordinates were scaled from a topographic map and have
 HD0315.an estimated accuracy of +/- 6 seconds.
 HD0315
 HD0315.The orthometric height was determined by differential leveling
 HD0315.and adjusted by the National Geodetic Survey in June 1991..
 HD0315
 HD0315.The geoid height was determined by GEOID03.
 HD0315
 HD0315.The dynamic height is computed by dividing the NAVD 88
 HD0315.geopotential number by the normal gravity value computed on the
 HD0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0315.degrees latitude (g = 980.6199 gals.).
 HD0315
 HD0315.The modeled gravity was interpolated from observed gravity values.
 HD0315
 HD0315;                    North         East    Units  Estimated Accuracy
 HD0315;SPC MO C     -   156,700.      499,260.      MT  (+/- 180 meters Scaled)
 HD0315
 HD0315                          SUPERSEDED SURVEY CONTROL
 HD0315
 HD0315  NGVD 29 (??/??/92)  355.770  (m)         1167.22   (f) ADJ UNCH    2 0
 HD0315
 HD0315.Superseded values are not recommended for survey control.
 HD0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0315.See file dsdata.txt to determine how the superseded data were derived.
 HD0315
 HD0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB436222(NAD 83)
 HD0315_MARKER: DB = BENCH MARK DISK
 HD0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0315_SP_SET: ABUTMENT
 HD0315_STAMPING: L 29 1934
 HD0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0315
 HD0315  HISTORY     - Date     Condition        Report By
 HD0315  HISTORY     - 1934     MONUMENTED       CGS
 HD0315  HISTORY     - 1977     GOOD             NGS
 HD0315  HISTORY     - 1977     GOOD             NGS
 HD0315  HISTORY     - 1988     GOOD             USPSQD
 HD0315
 HD0315                          STATION DESCRIPTION
 HD0315
 HD0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0315'0.6 MI S FROM HARTVILLE.
 HD0315'0.6 MILE SOUTH ALONG STATE HIGHWAY 5 FROM HARTVILLE, WRIGHT
 HD0315'COUNTY, AT CONCRETE BRIDGE J 754, AND IN THE TOP OF THE NORTHWEST
 HD0315'CORNER OF THE NORTH CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED
 HD0315'L 29 1934.
 HD0315
 HD0315                          STATION RECOVERY (1977)
 HD0315
 HD0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0315'RECOVERED IN GOOD CONDITION.
 HD0315
 HD0315                          STATION RECOVERY (1977)
 HD0315
 HD0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0315'RECOVERED IN GOOD CONDITION.
 HD0315
 HD0315                          STATION RECOVERY (1988)
 HD0315
 HD0315'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1217 ***********************************************************************
 JD1217  DESIGNATION -  L 290
 JD1217  PID         -  JD1217
 JD1217  STATE/COUNTY-  MO/PETTIS
 JD1217  USGS QUAD   -  SWEET SPRINGS (1973)
 JD1217
 JD1217                         *CURRENT SURVEY CONTROL
 JD1217  ___________________________________________________________________
 JD1217* NAD 83(1986)-  38 55 36.     (N)    093 23 40.     (W)     SCALED    
 JD1217* NAVD 88     -       223.313  (meters)     732.65   (feet)  ADJUSTED  
 JD1217  ___________________________________________________________________
 JD1217  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1217  DYNAMIC HT  -         223.168 (meters)     732.18  (feet)  COMP
 JD1217  MODELED GRAV-     979,975.8   (mgal)                       NAVD 88
 JD1217
 JD1217  VERT ORDER  -  SECOND    CLASS 0
 JD1217
 JD1217.The horizontal coordinates were scaled from a topographic map and have
 JD1217.an estimated accuracy of +/- 6 seconds.
 JD1217
 JD1217.The orthometric height was determined by differential leveling
 JD1217.and adjusted by the National Geodetic Survey in June 1991..
 JD1217
 JD1217.The geoid height was determined by GEOID03.
 JD1217
 JD1217.The dynamic height is computed by dividing the NAVD 88
 JD1217.geopotential number by the normal gravity value computed on the
 JD1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1217.degrees latitude (g = 980.6199 gals.).
 JD1217
 JD1217.The modeled gravity was interpolated from observed gravity values.
 JD1217
 JD1217;                    North         East    Units  Estimated Accuracy
 JD1217;SPC MO C     -   343,670.      422,440.      MT  (+/- 180 meters Scaled)
 JD1217
 JD1217                          SUPERSEDED SURVEY CONTROL
 JD1217
 JD1217  NGVD 29 (??/??/92)  223.225  (m)          732.36   (f) ADJ UNCH    2 0
 JD1217
 JD1217.Superseded values are not recommended for survey control.
 JD1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1217.See file dsdata.txt to determine how the superseded data were derived.
 JD1217
 JD1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD658087(NAD 83)
 JD1217_MARKER: DB = BENCH MARK DISK
 JD1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1217_STAMPING: L 290 1962
 JD1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1217+STABILITY: SURFACE MOTION
 JD1217
 JD1217  HISTORY     - Date     Condition        Report By
 JD1217  HISTORY     - 1962     MONUMENTED       CGS
 JD1217  HISTORY     - 1963     GOOD             NGS
 JD1217
 JD1217                          STATION DESCRIPTION
 JD1217
 JD1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1217'7.4 MI SE FROM SWEET SPRINGS.
 JD1217'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE RAILROAD
 JD1217'STATION AT SWEET SPRINGS, THENCE 3.95 MILES SOUTH ALONG STATE
 JD1217'HIGHWAY 127, THENCE 2.3 MILES SOUTHEAST ALONG A COUNTY ROAD,
 JD1217'THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD, 33 FEET EAST OF THE
 JD1217'CENTERLINE OF THE ROAD, 12.8 FEET SOUTH OF THE CENTERLINE OF A
 JD1217'PRIVATE DRIVEWAY LEADING EAST TO A FARMHOUSE, 2.2 FEET WEST OF
 JD1217'A FENCE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 JD1217'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0351 ***********************************************************************
 JD0351  DESIGNATION -  L 291
 JD0351  PID         -  JD0351
 JD0351  STATE/COUNTY-  MO/MONITEAU
 JD0351  USGS QUAD   -  CLARKSBURG (1985)
 JD0351
 JD0351                         *CURRENT SURVEY CONTROL
 JD0351  ___________________________________________________________________
 JD0351* NAD 83(1986)-  38 40 20.     (N)    092 40 22.     (W)     SCALED    
 JD0351* NAVD 88     -       260.286  (meters)     853.96   (feet)  ADJUSTED  
 JD0351  ___________________________________________________________________
 JD0351  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JD0351  DYNAMIC HT  -         260.110 (meters)     853.38  (feet)  COMP
 JD0351  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 JD0351
 JD0351  VERT ORDER  -  FIRST     CLASS II
 JD0351
 JD0351.The horizontal coordinates were scaled from a topographic map and have
 JD0351.an estimated accuracy of +/- 6 seconds.
 JD0351
 JD0351.The orthometric height was determined by differential leveling
 JD0351.and adjusted by the National Geodetic Survey in June 1991..
 JD0351
 JD0351.The geoid height was determined by GEOID03.
 JD0351
 JD0351.The dynamic height is computed by dividing the NAVD 88
 JD0351.geopotential number by the normal gravity value computed on the
 JD0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0351.degrees latitude (g = 980.6199 gals.).
 JD0351
 JD0351.The modeled gravity was interpolated from observed gravity values.
 JD0351
 JD0351;                    North         East    Units  Estimated Accuracy
 JD0351;SPC MO C     -   315,060.      484,970.      MT  (+/- 180 meters Scaled)
 JD0351
 JD0351                          SUPERSEDED SURVEY CONTROL
 JD0351
 JD0351  NGVD 29 (??/??/92)  260.194  (m)          853.65   (f) ADJ UNCH    1 2
 JD0351
 JD0351.Superseded values are not recommended for survey control.
 JD0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0351.See file dsdata.txt to determine how the superseded data were derived.
 JD0351
 JD0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC284804(NAD 83)
 JD0351_MARKER: DB = BENCH MARK DISK
 JD0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0351_STAMPING: L 291 1963
 JD0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0351+STABILITY: SURFACE MOTION
 JD0351
 JD0351  HISTORY     - Date     Condition        Report By
 JD0351  HISTORY     - 1963     MONUMENTED       CGS
 JD0351
 JD0351                          STATION DESCRIPTION
 JD0351
 JD0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0351'0.9 MI N FROM CLARKSBURG.
 JD0351'ABOUT 0.9 MILE NORTH ALONG COUNTY ROAD M FROM THE MISSOURI
 JD0351'PACIFIC RAILROAD CROSSING AT CLARKSBURG, NEAR THE CREST OF A
 JD0351'HILL, 34.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 45.5 FEET
 JD0351'NORTH ACROSS A FENCE FROM A POWER POLE, 12 FEET SOUTH OF THE
 JD0351'CENTER OF A GATE IN A RIGHT-OF-WAY FENCE, 1.0 FOOT EAST OF A FENCE,
 JD0351'1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 JD0351'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0351'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0553 ***********************************************************************
 JD0553  DESIGNATION -  L 292
 JD0553  PID         -  JD0553
 JD0553  STATE/COUNTY-  MO/COOPER
 JD0553  USGS QUAD   -  BUNCETON (1979)
 JD0553
 JD0553                         *CURRENT SURVEY CONTROL
 JD0553  ___________________________________________________________________
 JD0553* NAD 83(1986)-  38 47 24.     (N)    092 51 21.     (W)     SCALED    
 JD0553* NAVD 88     -       235.346  (meters)     772.13   (feet)  ADJUSTED  
 JD0553  ___________________________________________________________________
 JD0553  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0553  DYNAMIC HT  -         235.191 (meters)     771.62  (feet)  COMP
 JD0553  MODELED GRAV-     979,961.6   (mgal)                       NAVD 88
 JD0553
 JD0553  VERT ORDER  -  SECOND    CLASS 0
 JD0553
 JD0553.The horizontal coordinates were scaled from a topographic map and have
 JD0553.an estimated accuracy of +/- 6 seconds.
 JD0553
 JD0553.The orthometric height was determined by differential leveling
 JD0553.and adjusted by the National Geodetic Survey in June 1991..
 JD0553
 JD0553.The geoid height was determined by GEOID03.
 JD0553
 JD0553.The dynamic height is computed by dividing the NAVD 88
 JD0553.geopotential number by the normal gravity value computed on the
 JD0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0553.degrees latitude (g = 980.6199 gals.).
 JD0553
 JD0553.The modeled gravity was interpolated from observed gravity values.
 JD0553
 JD0553;                    North         East    Units  Estimated Accuracy
 JD0553;SPC MO C     -   328,180.      469,090.      MT  (+/- 180 meters Scaled)
 JD0553
 JD0553                          SUPERSEDED SURVEY CONTROL
 JD0553
 JD0553  NGVD 29 (??/??/92)  235.258  (m)          771.84   (f) ADJ UNCH    2 0
 JD0553
 JD0553.Superseded values are not recommended for survey control.
 JD0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0553.See file dsdata.txt to determine how the superseded data were derived.
 JD0553
 JD0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC125934(NAD 83)
 JD0553_MARKER: DB = BENCH MARK DISK
 JD0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0553_SP_SET: CULVERT
 JD0553_STAMPING: L 292 1963
 JD0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0553
 JD0553  HISTORY     - Date     Condition        Report By
 JD0553  HISTORY     - 1963     MONUMENTED       CGS
 JD0553
 JD0553                          STATION DESCRIPTION
 JD0553
 JD0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0553'9.5 MI N FROM SYRACUSE.
 JD0553'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0553'THE STATION AT SYRACUSE, THENCE 8.7 MILES NORTH ALONG STATE
 JD0553'HIGHWAY 5, 18.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JD0553'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 JD0553'6 X 6 FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 0.7 FOOT SOUTH
 JD0553'OF THE NORTH EDGE OF THE HEADWALL, AND ABOUT 1 FOOT BELOW THE
 JD0553'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0755 ***********************************************************************
 KD0755  DESIGNATION -  L 293
 KD0755  PID         -  KD0755
 KD0755  STATE/COUNTY-  MO/LAFAYETTE
 KD0755  USGS QUAD   -  MAYVIEW (1979)
 KD0755
 KD0755                         *CURRENT SURVEY CONTROL
 KD0755  ___________________________________________________________________
 KD0755* NAD 83(1986)-  39 00 14.     (N)    093 51 03.     (W)     SCALED    
 KD0755* NAVD 88     -       266.163  (meters)     873.24   (feet)  ADJUSTED  
 KD0755  ___________________________________________________________________
 KD0755  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0755  DYNAMIC HT  -         265.991 (meters)     872.67  (feet)  COMP
 KD0755  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 KD0755
 KD0755  VERT ORDER  -  SECOND    CLASS 0
 KD0755
 KD0755.The horizontal coordinates were scaled from a topographic map and have
 KD0755.an estimated accuracy of +/- 6 seconds.
 KD0755
 KD0755.The orthometric height was determined by differential leveling
 KD0755.and adjusted by the National Geodetic Survey in June 1991..
 KD0755
 KD0755.The geoid height was determined by GEOID03.
 KD0755
 KD0755.The dynamic height is computed by dividing the NAVD 88
 KD0755.geopotential number by the normal gravity value computed on the
 KD0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0755.degrees latitude (g = 980.6199 gals.).
 KD0755
 KD0755.The modeled gravity was interpolated from observed gravity values.
 KD0755
 KD0755;                    North         East    Units  Estimated Accuracy
 KD0755;SPC MO W     -   315,080.      906,230.      MT  (+/- 180 meters Scaled)
 KD0755
 KD0755                          SUPERSEDED SURVEY CONTROL
 KD0755
 KD0755  NGVD 29 (??/??/92)  266.065  (m)          872.91   (f) ADJ UNCH    2 0
 KD0755
 KD0755.Superseded values are not recommended for survey control.
 KD0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0755.See file dsdata.txt to determine how the superseded data were derived.
 KD0755
 KD0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD263175(NAD 83)
 KD0755_MARKER: DB = BENCH MARK DISK
 KD0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0755_STAMPING: L 293 1962
 KD0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0755+STABILITY: SURFACE MOTION
 KD0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0755+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1996
 KD0755
 KD0755  HISTORY     - Date     Condition        Report By
 KD0755  HISTORY     - 1962     MONUMENTED       CGS
 KD0755  HISTORY     - 1963     GOOD             NGS
 KD0755  HISTORY     - 19961202 GOOD             MOHC
 KD0755  HISTORY     - 20060904 MARK NOT FOUND   GEOCAC
 KD0755
 KD0755                          STATION DESCRIPTION
 KD0755
 KD0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0755'6.1 MI E FROM ODESSA.
 KD0755'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE AT
 KD0755'ODESSA, THENCE 5.35 MILES EAST ALONG INTERSTATE HIGHWAY 70,
 KD0755'141 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE,
 KD0755'41 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A T-ROAD
 KD0755'LEADING NORTH, 31 FEET NORTH OF THE CENTERLINE OF AN ACCESS
 KD0755'ROAD, 26 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH,
 KD0755'UNDER A POWER LINE AND 3.5 FEET WEST OF A POWER POLE, 1.5 FEET
 KD0755'WEST OF A WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 KD0755'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 KD0755'FOOT.
 KD0755
 KD0755                          STATION RECOVERY (1996)
 KD0755
 KD0755'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1996 (MP)
 KD0755'RECOVERED IN GOOD CONDITION.
 KD0755
 KD0755                          STATION RECOVERY (2006)
 KD0755
 KD0755'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0755'THE N OUTER ROAD WAS RELOCATED TO THE NORTH WHEN THE WEIGH STATION WAS
 KD0755'CONSTRUCTED SEVERAL YEARS AGO. THE LOCATION OF THE MARK WOULD BE
 KD0755'WITHIN THE PAVED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1974 ***********************************************************************
 JD1974  DESIGNATION -  L 294
 JD1974  PID         -  JD1974
 JD1974  STATE/COUNTY-  MO/LAFAYETTE
 JD1974  USGS QUAD   -  KNOB NOSTER NW (1981)
 JD1974
 JD1974                         *CURRENT SURVEY CONTROL
 JD1974  ___________________________________________________________________
 JD1974* NAD 83(1986)-  38 58 26.     (N)    093 44 10.     (W)     SCALED    
 JD1974* NAVD 88     -       225.515  (meters)     739.88   (feet)  ADJUSTED  
 JD1974  ___________________________________________________________________
 JD1974  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1974  DYNAMIC HT  -         225.368 (meters)     739.39  (feet)  COMP
 JD1974  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 JD1974
 JD1974  VERT ORDER  -  SECOND    CLASS 0
 JD1974
 JD1974.The horizontal coordinates were scaled from a topographic map and have
 JD1974.an estimated accuracy of +/- 6 seconds.
 JD1974
 JD1974.The orthometric height was determined by differential leveling
 JD1974.and adjusted by the National Geodetic Survey in June 1991..
 JD1974
 JD1974.The geoid height was determined by GEOID03.
 JD1974
 JD1974.The dynamic height is computed by dividing the NAVD 88
 JD1974.geopotential number by the normal gravity value computed on the
 JD1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1974.degrees latitude (g = 980.6199 gals.).
 JD1974
 JD1974.The modeled gravity was interpolated from observed gravity values.
 JD1974
 JD1974;                    North         East    Units  Estimated Accuracy
 JD1974;SPC MO W     -   311,830.      916,190.      MT  (+/- 180 meters Scaled)
 JD1974
 JD1974                          SUPERSEDED SURVEY CONTROL
 JD1974
 JD1974  NGVD 29 (??/??/92)  225.425  (m)          739.58   (f) ADJ UNCH    2 0
 JD1974
 JD1974.Superseded values are not recommended for survey control.
 JD1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1974.See file dsdata.txt to determine how the superseded data were derived.
 JD1974
 JD1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD362141(NAD 83)
 JD1974_MARKER: DB = BENCH MARK DISK
 JD1974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1974_SP_SET: ABUTMENT
 JD1974_STAMPING: L 294 1962
 JD1974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1974
 JD1974  HISTORY     - Date     Condition        Report By
 JD1974  HISTORY     - 1962     MONUMENTED       CGS
 JD1974  HISTORY     - 1963     GOOD             NGS
 JD1974  HISTORY     - 20050711 MARK NOT FOUND   MODNR
 JD1974
 JD1974                          STATION DESCRIPTION
 JD1974
 JD1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1974'7.5 MI S FROM HIGGINSVILLE.
 JD1974'ABOUT 7.5 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE COURT
 JD1974'HOUSE AT HIGGINSVILLE, SET IN THE SOUTH END OF THE WEST ABUTMENT
 JD1974'OF A BRIDGE OVER BLACK JACK CREEK, 13 FEET WEST OF THE
 JD1974'CENTERLINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, A DISK
 JD1974'DRILLED IN HORIZONTALLY.
 JD1974
 JD1974                          STATION RECOVERY (2005)
 JD1974
 JD1974'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 JD1974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2015 ***********************************************************************
 JD2015  DESIGNATION -  L 295
 JD2015  PID         -  JD2015
 JD2015  STATE/COUNTY-  MO/JOHNSON
 JD2015  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2015
 JD2015                         *CURRENT SURVEY CONTROL
 JD2015  ___________________________________________________________________
 JD2015* NAD 83(1986)-  38 53 01.     (N)    093 52 42.     (W)     SCALED    
 JD2015* NAVD 88     -       245.953  (meters)     806.93   (feet)  ADJUSTED  
 JD2015  ___________________________________________________________________
 JD2015  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2015  DYNAMIC HT  -         245.790 (meters)     806.40  (feet)  COMP
 JD2015  MODELED GRAV-     979,958.9   (mgal)                       NAVD 88
 JD2015
 JD2015  VERT ORDER  -  SECOND    CLASS 0
 JD2015
 JD2015.The horizontal coordinates were scaled from a topographic map and have
 JD2015.an estimated accuracy of +/- 6 seconds.
 JD2015
 JD2015.The orthometric height was determined by differential leveling
 JD2015.and adjusted by the National Geodetic Survey in June 1991..
 JD2015
 JD2015.The geoid height was determined by GEOID03.
 JD2015
 JD2015.The dynamic height is computed by dividing the NAVD 88
 JD2015.geopotential number by the normal gravity value computed on the
 JD2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2015.degrees latitude (g = 980.6199 gals.).
 JD2015
 JD2015.The modeled gravity was interpolated from observed gravity values.
 JD2015
 JD2015;                    North         East    Units  Estimated Accuracy
 JD2015;SPC MO W     -   301,710.      903,940.      MT  (+/- 180 meters Scaled)
 JD2015
 JD2015                          SUPERSEDED SURVEY CONTROL
 JD2015
 JD2015  NGVD 29 (??/??/92)  245.856  (m)          806.61   (f) ADJ UNCH    2 0
 JD2015
 JD2015.Superseded values are not recommended for survey control.
 JD2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2015.See file dsdata.txt to determine how the superseded data were derived.
 JD2015
 JD2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD238042(NAD 83)
 JD2015_MARKER: DB = BENCH MARK DISK
 JD2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2015_STAMPING: L 295 1963
 JD2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2015+STABILITY: SURFACE MOTION
 JD2015
 JD2015  HISTORY     - Date     Condition        Report By
 JD2015  HISTORY     - 1963     MONUMENTED       CGS
 JD2015
 JD2015                          STATION DESCRIPTION
 JD2015
 JD2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2015'13.9 MI SE FROM ODESSA.
 JD2015'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2015'AT ODESSA, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 40 AND
 JD2015'INTERSTATE HIGHWAY 70, THENCE 8.9 MILES SOUTH ALONG COUNTY ROAD
 JD2015'M, THENCE 0.9 MILE EAST ALONG A GRAVELED ROAD, ON THE CREST OF
 JD2015'A SLIGHT HILL AND UNDER A POWER LINE, 22 FEET SOUTH OF THE
 JD2015'CENTERLINE OF THE ROAD, 2 FEET EAST OF A POWER POLE, 1.5 FEET
 JD2015'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JD2015'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1811 ***********************************************************************
 JD1811  DESIGNATION -  L 296
 JD1811  PID         -  JD1811
 JD1811  STATE/COUNTY-  MO/JOHNSON
 JD1811  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD1811
 JD1811                         *CURRENT SURVEY CONTROL
 JD1811  ___________________________________________________________________
 JD1811* NAD 83(1986)-  38 46 08.     (N)    093 46 42.     (W)     SCALED    
 JD1811* NAVD 88     -       225.150  (meters)     738.68   (feet)  ADJUSTED  
 JD1811  ___________________________________________________________________
 JD1811  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1811  DYNAMIC HT  -         224.998 (meters)     738.18  (feet)  COMP
 JD1811  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 JD1811
 JD1811  VERT ORDER  -  FIRST     CLASS II
 JD1811
 JD1811.The horizontal coordinates were scaled from a topographic map and have
 JD1811.an estimated accuracy of +/- 6 seconds.
 JD1811
 JD1811.The orthometric height was determined by differential leveling
 JD1811.and adjusted by the National Geodetic Survey in June 1991..
 JD1811
 JD1811.The geoid height was determined by GEOID03.
 JD1811
 JD1811.The dynamic height is computed by dividing the NAVD 88
 JD1811.geopotential number by the normal gravity value computed on the
 JD1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1811.degrees latitude (g = 980.6199 gals.).
 JD1811
 JD1811.The modeled gravity was interpolated from observed gravity values.
 JD1811
 JD1811;                    North         East    Units  Estimated Accuracy
 JD1811;SPC MO W     -   289,040.      912,720.      MT  (+/- 180 meters Scaled)
 JD1811
 JD1811                          SUPERSEDED SURVEY CONTROL
 JD1811
 JD1811  NGVD 29 (??/??/92)  225.053  (m)          738.36   (f) ADJ UNCH    1 2
 JD1811
 JD1811.Superseded values are not recommended for survey control.
 JD1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1811.See file dsdata.txt to determine how the superseded data were derived.
 JD1811
 JD1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC323914(NAD 83)
 JD1811_MARKER: DB = BENCH MARK DISK
 JD1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1811_STAMPING: L 296 1963
 JD1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1811+STABILITY: SURFACE MOTION
 JD1811
 JD1811  HISTORY     - Date     Condition        Report By
 JD1811  HISTORY     - 1963     MONUMENTED       CGS
 JD1811
 JD1811                          STATION DESCRIPTION
 JD1811
 JD1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1811'2.8 MI NW FROM WARRENSBURG.
 JD1811'ABOUT 0.9 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1811'STATION AT WARRENSBURG, THENCE 0.15 MILE NORTH ALONG WEST
 JD1811'DISPOSAL PLANT STREET, THENCE 1.1 MILES WEST ALONG WEST PINE
 JD1811'STREET, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, AT A RIGHT
 JD1811'ANGLE TURN IN THE ROAD, 32.5 FEET WEST OF THE CENTERLINE OF THE
 JD1811'ROAD, 32.5 FEET SOUTH OF THE WEST END OF THE GATE, 2.5 FEET EAST
 JD1811'OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH
 JD1811'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JD1811'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0661 ***********************************************************************
 JD0661  DESIGNATION -  L 297
 JD0661  PID         -  JD0661
 JD0661  STATE/COUNTY-  MO/PETTIS
 JD0661  USGS QUAD   -  SEDALIA EAST (1973)
 JD0661
 JD0661                         *CURRENT SURVEY CONTROL
 JD0661  ___________________________________________________________________
 JD0661* NAD 83(1986)-  38 42 02.     (N)    093 11 03.     (W)     SCALED    
 JD0661* NAVD 88     -       277.345  (meters)     909.92   (feet)  ADJUSTED  
 JD0661  ___________________________________________________________________
 JD0661  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD0661  DYNAMIC HT  -         277.157 (meters)     909.31  (feet)  COMP
 JD0661  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 JD0661
 JD0661  VERT ORDER  -  FIRST     CLASS II
 JD0661
 JD0661.This mark is at Sedalia Mem Airport (DMO)
 JD0661
 JD0661.The horizontal coordinates were scaled from a topographic map and have
 JD0661.an estimated accuracy of +/- 6 seconds.
 JD0661
 JD0661.The orthometric height was determined by differential leveling
 JD0661.and adjusted by the National Geodetic Survey in June 1991..
 JD0661
 JD0661.The geoid height was determined by GEOID03.
 JD0661
 JD0661.The dynamic height is computed by dividing the NAVD 88
 JD0661.geopotential number by the normal gravity value computed on the
 JD0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0661.degrees latitude (g = 980.6199 gals.).
 JD0661
 JD0661.The modeled gravity was interpolated from observed gravity values.
 JD0661
 JD0661;                    North         East    Units  Estimated Accuracy
 JD0661;SPC MO C     -   318,410.      440,490.      MT  (+/- 180 meters Scaled)
 JD0661
 JD0661                          SUPERSEDED SURVEY CONTROL
 JD0661
 JD0661  NGVD 29 (??/??/92)  277.248  (m)          909.60   (f) ADJ UNCH    1 2
 JD0661
 JD0661.Superseded values are not recommended for survey control.
 JD0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0661.See file dsdata.txt to determine how the superseded data were derived.
 JD0661
 JD0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC839835(NAD 83)
 JD0661_MARKER: DB = BENCH MARK DISK
 JD0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0661_STAMPING: L 297 1963
 JD0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0661+STABILITY: SURFACE MOTION
 JD0661
 JD0661  HISTORY     - Date     Condition        Report By
 JD0661  HISTORY     - 1963     MONUMENTED       CGS
 JD0661
 JD0661                          STATION DESCRIPTION
 JD0661
 JD0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0661'2.7 MI E FROM SEDALIA.
 JD0661'ABOUT 2.45 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0661'THE STATION AT SEDALIA, THENCE 0.25 MILE NORTHEAST ALONG A TAXI
 JD0661'STRIP AT THE SEDALIA MEMORIAL AIRPORT, SET VERTICALLY IN THE
 JD0661'SOUTH FACE OF THE CONCRETE FOUNDATION OF THE MORE NORTHEASTERLY
 JD0661'OF TWO METAL HANGARS, 1.4 FEET WEST OF THE SOUTHEAST CORNER OF
 JD0661'THE BUILDING, AND ABOUT 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0484 ***********************************************************************
 JD0484  DESIGNATION -  L 298
 JD0484  PID         -  JD0484
 JD0484  STATE/COUNTY-  MO/COOPER
 JD0484  USGS QUAD   -  PILOT GROVE SOUTH (1979)
 JD0484
 JD0484                         *CURRENT SURVEY CONTROL
 JD0484  ___________________________________________________________________
 JD0484* NAD 83(1986)-  38 51 54.     (N)    092 59 20.     (W)     SCALED    
 JD0484* NAVD 88     -       254.950  (meters)     836.45   (feet)  ADJUSTED  
 JD0484  ___________________________________________________________________
 JD0484  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0484  DYNAMIC HT  -         254.785 (meters)     835.91  (feet)  COMP
 JD0484  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 JD0484
 JD0484  VERT ORDER  -  SECOND    CLASS 0
 JD0484
 JD0484.The horizontal coordinates were scaled from a topographic map and have
 JD0484.an estimated accuracy of +/- 6 seconds.
 JD0484
 JD0484.The orthometric height was determined by differential leveling
 JD0484.and adjusted by the National Geodetic Survey in June 1991..
 JD0484
 JD0484.The geoid height was determined by GEOID03.
 JD0484
 JD0484.The dynamic height is computed by dividing the NAVD 88
 JD0484.geopotential number by the normal gravity value computed on the
 JD0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0484.degrees latitude (g = 980.6199 gals.).
 JD0484
 JD0484.The modeled gravity was interpolated from observed gravity values.
 JD0484
 JD0484;                    North         East    Units  Estimated Accuracy
 JD0484;SPC MO C     -   336,560.      457,570.      MT  (+/- 180 meters Scaled)
 JD0484
 JD0484                          SUPERSEDED SURVEY CONTROL
 JD0484
 JD0484  NGVD 29 (??/??/92)  254.870  (m)          836.19   (f) ADJ UNCH    2 0
 JD0484
 JD0484.Superseded values are not recommended for survey control.
 JD0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0484.See file dsdata.txt to determine how the superseded data were derived.
 JD0484
 JD0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD009017(NAD 83)
 JD0484_MARKER: DB = BENCH MARK DISK
 JD0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0484_STAMPING: L 298 1963
 JD0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0484+STABILITY: SURFACE MOTION
 JD0484
 JD0484  HISTORY     - Date     Condition        Report By
 JD0484  HISTORY     - 1963     MONUMENTED       CGS
 JD0484
 JD0484                          STATION DESCRIPTION
 JD0484
 JD0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0484'9.8 MI NE FROM CLIFTON CITY.
 JD0484'ABOUT 0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE CROSSING
 JD0484'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CLIFTON CITY, THENCE
 JD0484'3.15 MILES NORTHEAST ALONG STATE HIGHWAY 135, THENCE 6.45 MILES
 JD0484'NORTHEAST ALONG COUNTY ROAD N, 98 FEET NORTHEAST OF THE CENTER OF
 JD0484'THE T JUNCTION OF COUNTY ROAD NN LEADING NORTH, 81 FEET NORTH OF
 JD0484'THE CENTERLINE OF THE ROAD, 33.5 FEET EAST OF THE CENTERLINE OF
 JD0484'COUNTY ROAD NN, 16.4 FEET NORTH OF A FENCE CORNER, 1.5 FEET
 JD0484'WEST OF A FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JD0484'3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD0484'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1253 ***********************************************************************
 JD1253  DESIGNATION -  L 299
 JD1253  PID         -  JD1253
 JD1253  STATE/COUNTY-  MO/PETTIS
 JD1253  USGS QUAD   -  LA MONTE (1973)
 JD1253
 JD1253                         *CURRENT SURVEY CONTROL
 JD1253  ___________________________________________________________________
 JD1253* NAD 83(1986)-  38 49 58.     (N)    093 29 49.     (W)     SCALED    
 JD1253* NAVD 88     -       256.899  (meters)     842.84   (feet)  ADJUSTED  
 JD1253  ___________________________________________________________________
 JD1253  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1253  DYNAMIC HT  -         256.728 (meters)     842.28  (feet)  COMP
 JD1253  MODELED GRAV-     979,957.2   (mgal)                       NAVD 88
 JD1253
 JD1253  VERT ORDER  -  SECOND    CLASS 0
 JD1253
 JD1253.The horizontal coordinates were scaled from a topographic map and have
 JD1253.an estimated accuracy of +/- 6 seconds.
 JD1253
 JD1253.The orthometric height was determined by differential leveling
 JD1253.and adjusted by the National Geodetic Survey in June 1991..
 JD1253
 JD1253.The geoid height was determined by GEOID03.
 JD1253
 JD1253.The dynamic height is computed by dividing the NAVD 88
 JD1253.geopotential number by the normal gravity value computed on the
 JD1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1253.degrees latitude (g = 980.6199 gals.).
 JD1253
 JD1253.The modeled gravity was interpolated from observed gravity values.
 JD1253
 JD1253;                    North         East    Units  Estimated Accuracy
 JD1253;SPC MO C     -   333,340.      413,440.      MT  (+/- 180 meters Scaled)
 JD1253
 JD1253                          SUPERSEDED SURVEY CONTROL
 JD1253
 JD1253  NGVD 29 (??/??/92)  256.810  (m)          842.55   (f) ADJ UNCH    2 0
 JD1253
 JD1253.Superseded values are not recommended for survey control.
 JD1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1253.See file dsdata.txt to determine how the superseded data were derived.
 JD1253
 JD1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC568983(NAD 83)
 JD1253_MARKER: DB = BENCH MARK DISK
 JD1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1253_STAMPING: L 299 1963
 JD1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1253+STABILITY: SURFACE MOTION
 JD1253
 JD1253  HISTORY     - Date     Condition        Report By
 JD1253  HISTORY     - 1963     MONUMENTED       CGS
 JD1253
 JD1253                          STATION DESCRIPTION
 JD1253
 JD1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1253'7.5 MI NE FROM KNOB NOSTER.
 JD1253'ABOUT 3.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1253'STATION AT KNOB NOSTER, THENCE 4.4 MILES NORTH ALONG GRAVELED
 JD1253'COUNTY ROAD FF, 39 FEET SOUTHEAST OF THE CENTER OF THE T-JUNCTION
 JD1253'OF A PRIVATE DRIVEWAY LEADING WEST, 35.3 FEET EAST OF THE
 JD1253'CENTERLINE OF THE ROAD, 15.7 FEET SOUTH OF THE EXTENDED
 JD1253'CENTERLINE OF THE DRIVEWAY, 6.0 FEET NORTH OF THE NORTH END OF A
 JD1253'WOODEN GATE, 1.5 FEET WEST OF A FENCE, 1.6 FEET SOUTH OF A METAL
 JD1253'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 JD1253'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0586 ***********************************************************************
 JC0586  DESIGNATION -  L 3
 JC0586  PID         -  JC0586
 JC0586  STATE/COUNTY-  MO/FRANKLIN
 JC0586  USGS QUAD   -  WASHINGTON WEST (1985)
 JC0586
 JC0586                         *CURRENT SURVEY CONTROL
 JC0586  ___________________________________________________________________
 JC0586* NAD 83(1986)-  38 33 38.     (N)    091 00 49.     (W)     SCALED    
 JC0586* NAVD 88     -       166.236  (meters)     545.39   (feet)  ADJUSTED  
 JC0586  ___________________________________________________________________
 JC0586  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JC0586  DYNAMIC HT  -         166.130 (meters)     545.04  (feet)  COMP
 JC0586  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JC0586
 JC0586  VERT ORDER  -  FIRST     CLASS II
 JC0586
 JC0586.The horizontal coordinates were scaled from a topographic map and have
 JC0586.an estimated accuracy of +/- 6 seconds.
 JC0586
 JC0586.The orthometric height was determined by differential leveling
 JC0586.and adjusted by the National Geodetic Survey in June 1991..
 JC0586
 JC0586.The geoid height was determined by GEOID03.
 JC0586
 JC0586.The dynamic height is computed by dividing the NAVD 88
 JC0586.geopotential number by the normal gravity value computed on the
 JC0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0586.degrees latitude (g = 980.6199 gals.).
 JC0586
 JC0586.The modeled gravity was interpolated from observed gravity values.
 JC0586
 JC0586;                    North         East    Units  Estimated Accuracy
 JC0586;SPC MO E     -   302,780.      205,240.      MT  (+/- 180 meters Scaled)
 JC0586
 JC0586                          SUPERSEDED SURVEY CONTROL
 JC0586
 JC0586  NGVD 29 (??/??/92)  166.306  (m)          545.62   (f) ADJ UNCH    1 2
 JC0586
 JC0586.Superseded values are not recommended for survey control.
 JC0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0586.See file dsdata.txt to determine how the superseded data were derived.
 JC0586
 JC0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC730698(NAD 83)
 JC0586_MARKER: Z = SEE DESCRIPTION
 JC0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0586_SP_SET: WATER TABLE
 JC0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0586
 JC0586  HISTORY     - Date     Condition        Report By
 JC0586  HISTORY     - UNK      MONUMENTED       CGS
 JC0586  HISTORY     - 1946     GOOD             NGS
 JC0586  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0586  HISTORY     - 20040524 POOR             GEOCAC
 JC0586  HISTORY     - 20050727 POOR             GEOCAC
 JC0586
 JC0586                          STATION DESCRIPTION
 JC0586
 JC0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JC0586'AT WASHINGTON.
 JC0586'AT WASHINGTON, FRANKLIN COUNTY, ON THE EAST FACE OF THE GERMAN
 JC0586'CATHOLIC CHURCH AND ON THE TOP OF THE WATER TABLE, 2 FEET NORTH
 JC0586'OF THE FOURTH WINDOW FROM THE NORTH END OF THE BUILDING.  THE
 JC0586'BOTTOM OF A SQUARE CAVITY SURROUNDED BY THE LETTERS B.M. U.S.C.
 JC0586'AND G.S. L 3 1882.
 JC0586
 JC0586                          STATION RECOVERY (1986)
 JC0586
 JC0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0586'MARK NOT FOUND.
 JC0586
 JC0586                          STATION RECOVERY (2004)
 JC0586
 JC0586'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 JC0586'THE U AND S ARE IN GOOD SHAPE BUT THE REST OF THE LETTERS HAVE BEEN
 JC0586'FLAKING OFF DUE TO WHAT APPEARS TO BE FREEZING OF THE AREA OF THE
 JC0586'MARK.
 JC0586
 JC0586                          STATION RECOVERY (2005)
 JC0586
 JC0586'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JC0586'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0196 ***********************************************************************
 JE0196  DESIGNATION -  L 3 B 1
 JE0196  PID         -  JE0196
 JE0196  STATE/COUNTY-  MO/JOHNSON
 JE0196  USGS QUAD   -  QUICK CITY (1954)
 JE0196
 JE0196                         *CURRENT SURVEY CONTROL
 JE0196  ___________________________________________________________________
 JE0196* NAD 83(1986)-  38 35 10.     (N)    094 05 45.     (W)     SCALED    
 JE0196* NAVD 88     -       277.372  (meters)     910.01   (feet)  ADJUSTED  
 JE0196  ___________________________________________________________________
 JE0196  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JE0196  DYNAMIC HT  -         277.182 (meters)     909.39  (feet)  COMP
 JE0196  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 JE0196
 JE0196  VERT ORDER  -  SECOND    CLASS 0
 JE0196
 JE0196.The horizontal coordinates were scaled from a topographic map and have
 JE0196.an estimated accuracy of +/- 6 seconds.
 JE0196
 JE0196.The orthometric height was determined by differential leveling
 JE0196.and adjusted by the National Geodetic Survey in June 1991..
 JE0196
 JE0196.The geoid height was determined by GEOID03.
 JE0196
 JE0196.The dynamic height is computed by dividing the NAVD 88
 JE0196.geopotential number by the normal gravity value computed on the
 JE0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0196.degrees latitude (g = 980.6199 gals.).
 JE0196
 JE0196.The modeled gravity was interpolated from observed gravity values.
 JE0196
 JE0196;                    North         East    Units  Estimated Accuracy
 JE0196;SPC MO W     -   268,580.      885,210.      MT  (+/- 180 meters Scaled)
 JE0196
 JE0196                          SUPERSEDED SURVEY CONTROL
 JE0196
 JE0196  NGVD 29 (??/??/92)  277.25   (m)          909.6    (f) COMPUTED    2 0
 JE0196
 JE0196.Superseded values are not recommended for survey control.
 JE0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0196.See file dsdata.txt to determine how the superseded data were derived.
 JE0196
 JE0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC045714(NAD 83)
 JE0196_MARKER: DZ = AZIMUTH MARK DISK
 JE0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0196_SP_SET: CONCRETE PEDESTAL
 JE0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0196
 JE0196  HISTORY     - Date     Condition        Report By
 JE0196  HISTORY     - UNK      MONUMENTED       DOD
 JE0196  HISTORY     - 1963     GOOD             NGS
 JE0196
 JE0196                          STATION DESCRIPTION
 JE0196
 JE0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0196'5.1 MI W FROM QUICK CITY.
 JE0196'ABOUT 0.7 MILE SOUTHWEST ALONG A GRAVELED COUNTY ROAD FROM THE
 JE0196'POST OFFICE AND GENERAL STORE AT QUICK CITY, THENCE 1.55 MILES
 JE0196'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE NORTH ALONG
 JE0196'A GRAVELED COUNTY ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED
 JE0196'COUNTY ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY
 JE0196'ROAD, THENCE 0.8 MILE WEST ALONG A GRAVELED COUNTY ROAD, IN
 JE0196'S 23, R 29 W, T 44 N, NEAR THE NORTHEAST CORNER OF A CULTIVATED
 JE0196'FIELD, 180.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 150.0
 JE0196'FEET SOUTH OF AN EAST-WEST FENCE, 135.0 FEET WEST OF A NORTH-SOUTH
 JE0196'FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF
 JE0196'MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0191 ***********************************************************************
 JE0191  DESIGNATION -  L 3 B 2
 JE0191  PID         -  JE0191
 JE0191  STATE/COUNTY-  MO/JOHNSON
 JE0191  USGS QUAD   -  QUICK CITY (1954)
 JE0191
 JE0191                         *CURRENT SURVEY CONTROL
 JE0191  ___________________________________________________________________
 JE0191* NAD 83(1986)-  38 35 02.     (N)    094 06 18.     (W)     SCALED    
 JE0191* NAVD 88     -       275.524  (meters)     903.95   (feet)  ADJUSTED  
 JE0191  ___________________________________________________________________
 JE0191  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JE0191  DYNAMIC HT  -         275.335 (meters)     903.33  (feet)  COMP
 JE0191  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 JE0191
 JE0191  VERT ORDER  -  SECOND    CLASS 0
 JE0191
 JE0191.The horizontal coordinates were scaled from a topographic map and have
 JE0191.an estimated accuracy of +/- 6 seconds.
 JE0191
 JE0191.The orthometric height was determined by differential leveling
 JE0191.and adjusted by the National Geodetic Survey in June 1991..
 JE0191
 JE0191.The geoid height was determined by GEOID03.
 JE0191
 JE0191.The dynamic height is computed by dividing the NAVD 88
 JE0191.geopotential number by the normal gravity value computed on the
 JE0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0191.degrees latitude (g = 980.6199 gals.).
 JE0191
 JE0191.The modeled gravity was interpolated from observed gravity values.
 JE0191
 JE0191;                    North         East    Units  Estimated Accuracy
 JE0191;SPC MO W     -   268,330.      884,420.      MT  (+/- 180 meters Scaled)
 JE0191
 JE0191                          SUPERSEDED SURVEY CONTROL
 JE0191
 JE0191  NGVD 29 (??/??/92)  275.40   (m)          903.5    (f) COMPUTED    2 0
 JE0191
 JE0191.Superseded values are not recommended for survey control.
 JE0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0191.See file dsdata.txt to determine how the superseded data were derived.
 JE0191
 JE0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC037711(NAD 83)
 JE0191_MARKER: DZ = AZIMUTH MARK DISK
 JE0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0191_SP_SET: CONCRETE PEDESTAL
 JE0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0191
 JE0191  HISTORY     - Date     Condition        Report By
 JE0191  HISTORY     - UNK      MONUMENTED       DOD
 JE0191  HISTORY     - 1963     GOOD             NGS
 JE0191
 JE0191                          STATION DESCRIPTION
 JE0191
 JE0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0191'5.6 MI W FROM QUICK CITY.
 JE0191'ABOUT 0.7 MILE SOUTHWEST ALONG A GRAVELED COUNTY ROAD FROM
 JE0191'THE POST OFFICE AND GENERAL STORE AT QUICK CITY, THENCE 1.55
 JE0191'MILES WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE NORTH
 JE0191'ALONG A GRAVELED COUNTY ROAD, THENCE 1.3 MILES WEST ALONG A
 JE0191'GRAVELED COUNTY ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED
 JE0191'COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 JE0191'THENCE 0.1 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.25
 JE0191'MILE SOUTHWEST ALONG A DIM TRACK ROAD, IN S 27, R 29 W, T 44 N,
 JE0191'0.2 MILE SOUTHWEST OF THE LAUNCHER, 153 FEET WEST OF A NORTH-SOUTH
 JE0191'FENCE, 15 FEET NORTH OF THE MORE EASTERLY OF TWO TREES, A 1 1/2
 JE0191'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.
 JE0191'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0195 ***********************************************************************
 JE0195  DESIGNATION -  L 3 Z
 JE0195  PID         -  JE0195
 JE0195  STATE/COUNTY-  MO/JOHNSON
 JE0195  USGS QUAD   -  QUICK CITY (1954)
 JE0195
 JE0195                         *CURRENT SURVEY CONTROL
 JE0195  ___________________________________________________________________
 JE0195* NAD 83(1986)-  38 35 18.     (N)    094 06 01.     (W)     SCALED    
 JE0195* NAVD 88     -       268.167  (meters)     879.81   (feet)  ADJUSTED  
 JE0195  ___________________________________________________________________
 JE0195  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JE0195  DYNAMIC HT  -         267.983 (meters)     879.21  (feet)  COMP
 JE0195  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 JE0195
 JE0195  VERT ORDER  -  SECOND    CLASS 0
 JE0195
 JE0195.The horizontal coordinates were scaled from a topographic map and have
 JE0195.an estimated accuracy of +/- 6 seconds.
 JE0195
 JE0195.The orthometric height was determined by differential leveling
 JE0195.and adjusted by the National Geodetic Survey in June 1991..
 JE0195
 JE0195.The geoid height was determined by GEOID03.
 JE0195
 JE0195.The dynamic height is computed by dividing the NAVD 88
 JE0195.geopotential number by the normal gravity value computed on the
 JE0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0195.degrees latitude (g = 980.6199 gals.).
 JE0195
 JE0195.The modeled gravity was interpolated from observed gravity values.
 JE0195
 JE0195;                    North         East    Units  Estimated Accuracy
 JE0195;SPC MO W     -   268,830.      884,820.      MT  (+/- 180 meters Scaled)
 JE0195
 JE0195                          SUPERSEDED SURVEY CONTROL
 JE0195
 JE0195  NGVD 29 (??/??/92)  268.04   (m)          879.4    (f) COMPUTED    2 0
 JE0195
 JE0195.Superseded values are not recommended for survey control.
 JE0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0195.See file dsdata.txt to determine how the superseded data were derived.
 JE0195
 JE0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC041716(NAD 83)
 JE0195_MARKER: DS = TRIANGULATION STATION DISK
 JE0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0195_STAMPING: L 3 Z 1963
 JE0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0195+STABILITY: SURFACE MOTION
 JE0195
 JE0195  HISTORY     - Date     Condition        Report By
 JE0195  HISTORY     - 1963     MONUMENTED       CGS
 JE0195  HISTORY     - 20060505 GOOD             INDIV
 JE0195
 JE0195                          STATION DESCRIPTION
 JE0195
 JE0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0195'5.4 MI W FROM QUICK CITY.
 JE0195'ABOUT 0.7 MILE SOUTHWEST ALONG A GRAVELED COUNTY ROAD FROM THE
 JE0195'POST OFFICE AND GENERAL STORE AT QUICK CITY, THENCE 1.55 MILES
 JE0195'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE NORTH ALONG
 JE0195'A GRAVELED COUNTY ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED
 JE0195'COUNTY ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD,
 JE0195'THENCE 1.0 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.15
 JE0195'MILE NORTH ALONG A GRAVELED COUNTY ROAD, IN S 26, R 29 W, T 44 N,
 JE0195'AT THE CREST OF A HILL, 77.0 FEET NORTHEAST ACROSS THE ROAD FROM
 JE0195'R.M. 2, 92.0 FEET SOUTH OF R.M. 1, 36.0 FEET EAST OF THE CENTERLINE
 JE0195'OF THE ROAD, 3.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 JE0195'8 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JE0195'CONCRETE POST PROJECTING 0.2 FOOT.
 JE0195
 JE0195                          STATION RECOVERY (2006)
 JE0195
 JE0195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0195'A FIBERGLASS WITNESS POST NOW IS ERECTED 1.5 FEET EAST-NORTHEAST OF
 JE0195'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0192 ***********************************************************************
 JE0192  DESIGNATION -  L 3 Z AZ MK
 JE0192  PID         -  JE0192
 JE0192  STATE/COUNTY-  MO/JOHNSON
 JE0192  USGS QUAD   -  QUICK CITY (1954)
 JE0192
 JE0192                         *CURRENT SURVEY CONTROL
 JE0192  ___________________________________________________________________
 JE0192* NAD 83(1986)-  38 35 06.     (N)    094 06 02.     (W)     SCALED    
 JE0192* NAVD 88     -       274.436  (meters)     900.38   (feet)  ADJUSTED  
 JE0192  ___________________________________________________________________
 JE0192  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JE0192  DYNAMIC HT  -         274.248 (meters)     899.76  (feet)  COMP
 JE0192  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 JE0192
 JE0192  VERT ORDER  -  SECOND    CLASS 0
 JE0192
 JE0192.The horizontal coordinates were scaled from a topographic map and have
 JE0192.an estimated accuracy of +/- 6 seconds.
 JE0192
 JE0192.The orthometric height was determined by differential leveling
 JE0192.and adjusted by the National Geodetic Survey in June 1991..
 JE0192
 JE0192.The geoid height was determined by GEOID03.
 JE0192
 JE0192.The dynamic height is computed by dividing the NAVD 88
 JE0192.geopotential number by the normal gravity value computed on the
 JE0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0192.degrees latitude (g = 980.6199 gals.).
 JE0192
 JE0192.The modeled gravity was interpolated from observed gravity values.
 JE0192
 JE0192;                    North         East    Units  Estimated Accuracy
 JE0192;SPC MO W     -   268,460.      884,800.      MT  (+/- 180 meters Scaled)
 JE0192
 JE0192                          SUPERSEDED SURVEY CONTROL
 JE0192
 JE0192  NGVD 29 (??/??/92)  274.31   (m)          900.0    (f) COMPUTED    2 0
 JE0192
 JE0192.Superseded values are not recommended for survey control.
 JE0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0192.See file dsdata.txt to determine how the superseded data were derived.
 JE0192
 JE0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC041712(NAD 83)
 JE0192_MARKER: DZ = AZIMUTH MARK DISK
 JE0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0192_STAMPING: L 3 Z 1963
 JE0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0192+STABILITY: SURFACE MOTION
 JE0192
 JE0192  HISTORY     - Date     Condition        Report By
 JE0192  HISTORY     - 1963     MONUMENTED       CGS
 JE0192
 JE0192                          STATION DESCRIPTION
 JE0192
 JE0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0192'5.4 MI W FROM QUICK CITY.
 JE0192'ABOUT 0.7 MILE SOUTHWEST ALONG A GRAVELED COUNTY ROAD FROM THE
 JE0192'POST OFFICE AND GENERAL STORE AT QUICK CITY, THENCE 1.55 MILES
 JE0192'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE NORTH ALONG
 JE0192'A GRAVELED COUNTY ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED
 JE0192'COUNTY ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD,
 JE0192'THENCE 1.0 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.1
 JE0192'MILE SOUTH ALONG A GRAVELED COUNTY ROAD, IN S 26, R 29 W, T
 JE0192'44 N, 0.05 MILE SOUTH OF THE LAUNCHER, AT THE CREST OF A SMALL
 JE0192'HILL, 39.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 5.0 FEET
 JE0192'NORTH OF A POWER POLE BRACED BY TWO GUY WIRES, 1.5 FEET NORTH OF
 JE0192'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 JE0192'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0194 ***********************************************************************
 JE0194  DESIGNATION -  L 3 Z RM 1
 JE0194  PID         -  JE0194
 JE0194  STATE/COUNTY-  MO/JOHNSON
 JE0194  USGS QUAD   -  QUICK CITY (1954)
 JE0194
 JE0194                         *CURRENT SURVEY CONTROL
 JE0194  ___________________________________________________________________
 JE0194* NAD 83(1986)-  38 35 20.     (N)    094 06 01.     (W)     SCALED    
 JE0194* NAVD 88     -       266.505  (meters)     874.36   (feet)  ADJUSTED  
 JE0194  ___________________________________________________________________
 JE0194  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JE0194  DYNAMIC HT  -         266.322 (meters)     873.76  (feet)  COMP
 JE0194  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 JE0194
 JE0194  VERT ORDER  -  SECOND    CLASS 0
 JE0194
 JE0194.The horizontal coordinates were scaled from a topographic map and have
 JE0194.an estimated accuracy of +/- 6 seconds.
 JE0194
 JE0194.The orthometric height was determined by differential leveling
 JE0194.and adjusted by the National Geodetic Survey in June 1991..
 JE0194
 JE0194.The geoid height was determined by GEOID03.
 JE0194
 JE0194.The dynamic height is computed by dividing the NAVD 88
 JE0194.geopotential number by the normal gravity value computed on the
 JE0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0194.degrees latitude (g = 980.6199 gals.).
 JE0194
 JE0194.The modeled gravity was interpolated from observed gravity values.
 JE0194
 JE0194;                    North         East    Units  Estimated Accuracy
 JE0194;SPC MO W     -   268,890.      884,820.      MT  (+/- 180 meters Scaled)
 JE0194
 JE0194                          SUPERSEDED SURVEY CONTROL
 JE0194
 JE0194  NGVD 29 (??/??/92)  266.38   (m)          873.9    (f) COMPUTED    2 0
 JE0194
 JE0194.Superseded values are not recommended for survey control.
 JE0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0194.See file dsdata.txt to determine how the superseded data were derived.
 JE0194
 JE0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC041717(NAD 83)
 JE0194_MARKER: DR = REFERENCE MARK DISK
 JE0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0194_STAMPING: L 3 Z NO 1 1963
 JE0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0194+STABILITY: SURFACE MOTION
 JE0194
 JE0194  HISTORY     - Date     Condition        Report By
 JE0194  HISTORY     - 1963     MONUMENTED       CGS
 JE0194  HISTORY     - 20060505 POOR             INDIV
 JE0194
 JE0194                          STATION DESCRIPTION
 JE0194
 JE0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0194'5.4 MI W FROM QUICK CITY.
 JE0194'ABOUT 0.7 MILE SOUTHWEST ALONG A GRAVELED COUNTY ROAD FROM THE
 JE0194'POST OFFICE AND GENERAL STORE AT QUICK CITY, THENCE 1.55 MILES
 JE0194'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE NORTH ALONG
 JE0194'A GRAVELED COUNTY ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED
 JE0194'COUNTY ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD,
 JE0194'THENCE 1.0 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.15
 JE0194'MILE NORTH ALONG A GRAVELED COUNTY ROAD, IN S 26, R 29 W, T 44 N,
 JE0194'149.0 FEET NORTHEAST OF R.M. 2, 92.0 FEET NORTH OF THE STATION
 JE0194'MARK, 36.0 FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT 7 FEET
 JE0194'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JE0194'POST PROJECTING 0.2 FOOT.
 JE0194
 JE0194                          STATION RECOVERY (2006)
 JE0194
 JE0194'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0194'MARK AND CONCRETE POST ARE FAIRLY SCRATCHED UP.  DESIGNATION STAMPING
 JE0194'IS DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0193 ***********************************************************************
 JE0193  DESIGNATION -  L 3 Z RM 2
 JE0193  PID         -  JE0193
 JE0193  STATE/COUNTY-  MO/JOHNSON
 JE0193  USGS QUAD   -  QUICK CITY (1954)
 JE0193
 JE0193                         *CURRENT SURVEY CONTROL
 JE0193  ___________________________________________________________________
 JE0193* NAD 83(1986)-  38 35 19.     (N)    094 06 01.     (W)     SCALED    
 JE0193* NAVD 88     -       266.837  (meters)     875.45   (feet)  ADJUSTED  
 JE0193  ___________________________________________________________________
 JE0193  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JE0193  DYNAMIC HT  -         266.654 (meters)     874.85  (feet)  COMP
 JE0193  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 JE0193
 JE0193  VERT ORDER  -  SECOND    CLASS 0
 JE0193
 JE0193.The horizontal coordinates were scaled from a topographic map and have
 JE0193.an estimated accuracy of +/- 6 seconds.
 JE0193
 JE0193.The orthometric height was determined by differential leveling
 JE0193.and adjusted by the National Geodetic Survey in June 1991..
 JE0193
 JE0193.The geoid height was determined by GEOID03.
 JE0193
 JE0193.The dynamic height is computed by dividing the NAVD 88
 JE0193.geopotential number by the normal gravity value computed on the
 JE0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0193.degrees latitude (g = 980.6199 gals.).
 JE0193
 JE0193.The modeled gravity was interpolated from observed gravity values.
 JE0193
 JE0193;                    North         East    Units  Estimated Accuracy
 JE0193;SPC MO W     -   268,860.      884,820.      MT  (+/- 180 meters Scaled)
 JE0193
 JE0193                          SUPERSEDED SURVEY CONTROL
 JE0193
 JE0193  NGVD 29 (??/??/92)  266.71   (m)          875.0    (f) COMPUTED    2 0
 JE0193
 JE0193.Superseded values are not recommended for survey control.
 JE0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0193.See file dsdata.txt to determine how the superseded data were derived.
 JE0193
 JE0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC041717(NAD 83)
 JE0193_MARKER: DR = REFERENCE MARK DISK
 JE0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0193_STAMPING: L 3 Z NO 2 1963
 JE0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0193+STABILITY: SURFACE MOTION
 JE0193
 JE0193  HISTORY     - Date     Condition        Report By
 JE0193  HISTORY     - 1963     MONUMENTED       CGS
 JE0193
 JE0193                          STATION DESCRIPTION
 JE0193
 JE0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0193'5.4 MI W FROM QUICK CITY.
 JE0193'ABOUT 0.7 MILE SOUTHWEST ALONG A GRAVELED COUNTY ROAD FROM THE
 JE0193'POST OFFICE AND GENERAL STORE AT QUICK CITY, THENCE 1.55 MILES
 JE0193'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE NORTH ALONG
 JE0193'A GRAVELED COUNTY ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED
 JE0193'COUNTY ROAD, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY
 JE0193'ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 JE0193'THENCE 0.15 MILE NORTH ALONG A GRAVELED COUNTY ROAD, IN S 26,
 JE0193'R 29 W, T 44 N, 149.0 FEET SOUTHWEST ACROSS THE ROAD FROM R.M.
 JE0193'1, 77.0 FEET SOUTHWEST ACROSS THE ROAD FROM THE STATION MARK,
 JE0193'27.0 FEET WEST OF THE CENTERLINE OF THE ROAD, ABOUT 4 FEET ABOVE
 JE0193'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JE0193'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0391 ***********************************************************************
 HD0391  DESIGNATION -  L 30
 HD0391  PID         -  HD0391
 HD0391  STATE/COUNTY-  MO/CAMDEN
 HD0391  USGS QUAD   -  DECATURVILLE (1975)
 HD0391
 HD0391                         *CURRENT SURVEY CONTROL
 HD0391  ___________________________________________________________________
 HD0391* NAD 83(1986)-  37 59 27.     (N)    092 42 42.     (W)     SCALED    
 HD0391* NAVD 88     -       320.171  (meters)    1050.43   (feet)  ADJUSTED  
 HD0391  ___________________________________________________________________
 HD0391  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HD0391  DYNAMIC HT  -         319.934 (meters)    1049.65  (feet)  COMP
 HD0391  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 HD0391
 HD0391  VERT ORDER  -  SECOND    CLASS 0
 HD0391
 HD0391.The horizontal coordinates were scaled from a topographic map and have
 HD0391.an estimated accuracy of +/- 6 seconds.
 HD0391
 HD0391.The orthometric height was determined by differential leveling
 HD0391.and adjusted by the National Geodetic Survey in June 1991..
 HD0391
 HD0391.The geoid height was determined by GEOID03.
 HD0391
 HD0391.The dynamic height is computed by dividing the NAVD 88
 HD0391.geopotential number by the normal gravity value computed on the
 HD0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0391.degrees latitude (g = 980.6199 gals.).
 HD0391
 HD0391.The modeled gravity was interpolated from observed gravity values.
 HD0391
 HD0391;                    North         East    Units  Estimated Accuracy
 HD0391;SPC MO C     -   239,440.      481,410.      MT  (+/- 180 meters Scaled)
 HD0391
 HD0391                          SUPERSEDED SURVEY CONTROL
 HD0391
 HD0391  NGVD 29 (??/??/92)  320.071  (m)         1050.10   (f) ADJ UNCH    2 0
 HD0391
 HD0391.Superseded values are not recommended for survey control.
 HD0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0391.See file dsdata.txt to determine how the superseded data were derived.
 HD0391
 HD0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC253048(NAD 83)
 HD0391_MARKER: DB = BENCH MARK DISK
 HD0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0391_STAMPING: L 30 1934
 HD0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0391+STABILITY: SURFACE MOTION
 HD0391
 HD0391  HISTORY     - Date     Condition        Report By
 HD0391  HISTORY     - 1934     MONUMENTED       CGS
 HD0391
 HD0391                          STATION DESCRIPTION
 HD0391
 HD0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0391'2.4 MI S FROM CAMDENTON.
 HD0391'2.4 MILES SOUTH ALONG STATE HIGHWAY 5 FROM CAMDENTON, 0.2
 HD0391'MILE NORTH OF A T-ROAD JUNCTION, 42 FEET WEST OF THE CENTERLINE
 HD0391'OF THE HIGHWAY, 45 FEET SOUTHEAST OF AN 8-INCH OAK TREE, AND
 HD0391'2 FEET NORTH OF A RIGHT-OF-WAY MARKER.  A STANDARD DISK,
 HD0391'STAMPED L 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2332 ***********************************************************************
 JD2332  DESIGNATION -  L 300
 JD2332  PID         -  JD2332
 JD2332  STATE/COUNTY-  MO/LAFAYETTE
 JD2332  USGS QUAD   -  ODESSA SOUTH (1963)
 JD2332
 JD2332                         *CURRENT SURVEY CONTROL
 JD2332  ___________________________________________________________________
 JD2332* NAD 83(1986)-  38 55 35.     (N)    093 55 47.     (W)     SCALED    
 JD2332* NAVD 88     -       257.952  (meters)     846.30   (feet)  ADJUSTED  
 JD2332  ___________________________________________________________________
 JD2332  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2332  DYNAMIC HT  -         257.781 (meters)     845.74  (feet)  COMP
 JD2332  MODELED GRAV-     979,961.4   (mgal)                       NAVD 88
 JD2332
 JD2332  VERT ORDER  -  SECOND    CLASS 0
 JD2332
 JD2332.The horizontal coordinates were scaled from a topographic map and have
 JD2332.an estimated accuracy of +/- 6 seconds.
 JD2332
 JD2332.The orthometric height was determined by differential leveling
 JD2332.and adjusted by the National Geodetic Survey in June 1991..
 JD2332
 JD2332.The geoid height was determined by GEOID03.
 JD2332
 JD2332.The dynamic height is computed by dividing the NAVD 88
 JD2332.geopotential number by the normal gravity value computed on the
 JD2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2332.degrees latitude (g = 980.6199 gals.).
 JD2332
 JD2332.The modeled gravity was interpolated from observed gravity values.
 JD2332
 JD2332;                    North         East    Units  Estimated Accuracy
 JD2332;SPC MO W     -   306,430.      899,450.      MT  (+/- 180 meters Scaled)
 JD2332
 JD2332                          SUPERSEDED SURVEY CONTROL
 JD2332
 JD2332  NGVD 29 (??/??/92)  257.852  (m)          845.97   (f) ADJ UNCH    2 0
 JD2332
 JD2332.Superseded values are not recommended for survey control.
 JD2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2332.See file dsdata.txt to determine how the superseded data were derived.
 JD2332
 JD2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD194090(NAD 83)
 JD2332_MARKER: DB = BENCH MARK DISK
 JD2332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2332_SP_SET: CULVERT
 JD2332_STAMPING: L 300 1963
 JD2332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2332
 JD2332  HISTORY     - Date     Condition        Report By
 JD2332  HISTORY     - 1963     MONUMENTED       CGS
 JD2332  HISTORY     - 20060904 MARK NOT FOUND   GEOCAC
 JD2332
 JD2332                          STATION DESCRIPTION
 JD2332
 JD2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2332'9.8 MI S FROM ODESSA.
 JD2332'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2332'AT ODESSA, THENCE 1.3 MILES SOUTHWEST, THENCE 1.05 MILE SOUTH,
 JD2332'THENCE 0.75 MILE WEST, THENCE 2.65 MILES SOUTH ALONG VARIOUS
 JD2332'GRAVELED ROADS, THENCE 1.55 MILES EAST ALONG HIGHWAY HH, THENCE
 JD2332'1.45 MILES EAST ALONG A GRAVELED ROAD, 10 FEET SOUTH OF THE
 JD2332'CENTERLINE OF THE ROAD, SET IN THE SOUTHEAST CONCRETE WING WALL
 JD2332'OF A 5 X 8 FOOT CONCRETE CULVERT, AND ABOUT 1 FOOT BELOW THE
 JD2332'LEVEL OF THE ROAD.
 JD2332
 JD2332                          STATION RECOVERY (2006)
 JD2332
 JD2332'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD2332'THE CULVERT HAS BEEN REPLACED WITH A METAL PIPE CULVERT AND THE
 JD2332'HEADWALL REMOVED.
 JD2332' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2094 ***********************************************************************
 JD2094  DESIGNATION -  L 301 RESET
 JD2094  PID         -  JD2094
 JD2094  STATE/COUNTY-  MO/JOHNSON
 JD2094  USGS QUAD   -  PITTSVILLE (1981)
 JD2094
 JD2094                         *CURRENT SURVEY CONTROL
 JD2094  ___________________________________________________________________
 JD2094* NAD 83(1986)-  38 51 00.     (N)    093 58 20.     (W)     SCALED    
 JD2094* NAVD 88     -       256.69   (meters)     842.2    (feet)  RESET     
 JD2094  ___________________________________________________________________
 JD2094  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2094
 JD2094  VERT ORDER  -  THIRD
 JD2094
 JD2094.The horizontal coordinates were scaled from a topographic map and have
 JD2094.an estimated accuracy of +/- 6 seconds.
 JD2094
 JD2094.The orthometric height was computed from unverified reset data.
 JD2094
 JD2094.The geoid height was determined by GEOID03.
 JD2094
 JD2094;                    North         East    Units  Estimated Accuracy
 JD2094;SPC MO W     -   297,930.      895,810.      MT  (+/- 180 meters Scaled)
 JD2094
 JD2094                          SUPERSEDED SURVEY CONTROL
 JD2094
 JD2094.No superseded survey control is available for this station.
 JD2094
 JD2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD156005(NAD 83)
 JD2094_MARKER: DB = BENCH MARK DISK
 JD2094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2094_SP_SET: CULVERT
 JD2094_STAMPING: L 301 RESET 1969
 JD2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2094+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 JD2094
 JD2094  HISTORY     - Date     Condition        Report By
 JD2094  HISTORY     - 1969     MONUMENTED       CGS
 JD2094  HISTORY     - 20030603 GOOD             USGS
 JD2094  HISTORY     - 20060811 GOOD             INDIV
 JD2094
 JD2094                          STATION DESCRIPTION
 JD2094
 JD2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JD2094'1 MI E FROM PITTSVILLE.
 JD2094'ABOUT 0.9 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION
 JD2094'OF STATE HIGHWAY 131 AT PITTSVILLE, 28.5 FEET NORTH OF THE
 JD2094'CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 50, AND CEMENTED
 JD2094'IN A DRILL HOLE IN THE NORTHWEST ABUTMENT OF A CONCRETE CULVERT
 JD2094'AND IS IN THE CENTER OF THE ABUTMENT.
 JD2094
 JD2094                          STATION RECOVERY (2003)
 JD2094
 JD2094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (MSM)
 JD2094'RECOVERED IN GOOD CONDITION.
 JD2094
 JD2094                          STATION RECOVERY (2006)
 JD2094
 JD2094'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2094'THIS IS THE WESTERN OF TWO CULVERTS THAT GO UNDER HIGHWAY 50 NEAR THIS
 JD2094'LOCATION.  THIS CULVERT RUNS UNDER THE HIGHWAY AT A SHARP ANGLE FROM
 JD2094'THE SOUTHEAST TO THE NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0217 ***********************************************************************
 JE0217  DESIGNATION -  L 302
 JE0217  PID         -  JE0217
 JE0217  STATE/COUNTY-  MO/CASS
 JE0217  USGS QUAD   -  EAST LYNNE (1954)
 JE0217
 JE0217                         *CURRENT SURVEY CONTROL
 JE0217  ___________________________________________________________________
 JE0217* NAD 83(1986)-  38 37 45.     (N)    094 07 32.     (W)     SCALED    
 JE0217* NAVD 88     -       254.632  (meters)     835.41   (feet)  ADJUSTED  
 JE0217  ___________________________________________________________________
 JE0217  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JE0217  DYNAMIC HT  -         254.457 (meters)     834.83  (feet)  COMP
 JE0217  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 JE0217
 JE0217  VERT ORDER  -  SECOND    CLASS 0
 JE0217
 JE0217.The horizontal coordinates were scaled from a topographic map and have
 JE0217.an estimated accuracy of +/- 6 seconds.
 JE0217
 JE0217.The orthometric height was determined by differential leveling
 JE0217.and adjusted by the National Geodetic Survey in June 1991..
 JE0217
 JE0217.The geoid height was determined by GEOID03.
 JE0217
 JE0217.The dynamic height is computed by dividing the NAVD 88
 JE0217.geopotential number by the normal gravity value computed on the
 JE0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0217.degrees latitude (g = 980.6199 gals.).
 JE0217
 JE0217.The modeled gravity was interpolated from observed gravity values.
 JE0217
 JE0217;                    North         East    Units  Estimated Accuracy
 JE0217;SPC MO W     -   273,350.      882,600.      MT  (+/- 180 meters Scaled)
 JE0217
 JE0217                          SUPERSEDED SURVEY CONTROL
 JE0217
 JE0217  NGVD 29 (??/??/92)  254.515  (m)          835.02   (f) ADJ UNCH    2 0
 JE0217
 JE0217.Superseded values are not recommended for survey control.
 JE0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0217.See file dsdata.txt to determine how the superseded data were derived.
 JE0217
 JE0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC020762(NAD 83)
 JE0217_MARKER: DB = BENCH MARK DISK
 JE0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0217_SP_SET: CULVERT
 JE0217_STAMPING: L 302 1963
 JE0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0217+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 JE0217
 JE0217  HISTORY     - Date     Condition        Report By
 JE0217  HISTORY     - 1963     MONUMENTED       CGS
 JE0217  HISTORY     - 20060505 GOOD             INDIV
 JE0217
 JE0217                          STATION DESCRIPTION
 JE0217
 JE0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0217'1.4 MI W FROM LA TOUR.
 JE0217'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE CONSOLIDATED
 JE0217'SCHOOL AT LA TOUR, IN S 1, R 29 W, T 44 N, 107 FEET NORTHEAST
 JE0217'OF THE CENTER OF THE T-JUNCTION OF A ROAD LEADING NORTH, SET
 JE0217'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF
 JE0217'A 6 X 8 FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 102 FEET EAST
 JE0217'OF THE CENTERLINE OF THE ROAD LEADING NORTH, 14 FEET NORTH OF
 JE0217'THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT EAST OF THE WEST END
 JE0217'OF THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 JE0217
 JE0217                          STATION RECOVERY (2006)
 JE0217
 JE0217'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0260 ***********************************************************************
 JE0260  DESIGNATION -  L 303
 JE0260  PID         -  JE0260
 JE0260  STATE/COUNTY-  MO/HENRY
 JE0260  USGS QUAD   -  QUICK CITY (1954)
 JE0260
 JE0260                         *CURRENT SURVEY CONTROL
 JE0260  ___________________________________________________________________
 JE0260* NAD 83(1986)-  38 33 39.     (N)    094 00 32.     (W)     SCALED    
 JE0260* NAVD 88     -       233.022  (meters)     764.51   (feet)  ADJUSTED  
 JE0260  ___________________________________________________________________
 JE0260  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JE0260  DYNAMIC HT  -         232.862 (meters)     763.98  (feet)  COMP
 JE0260  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 JE0260
 JE0260  VERT ORDER  -  SECOND    CLASS 0
 JE0260
 JE0260.The horizontal coordinates were scaled from a topographic map and have
 JE0260.an estimated accuracy of +/- 6 seconds.
 JE0260
 JE0260.The orthometric height was determined by differential leveling
 JE0260.and adjusted by the National Geodetic Survey in June 1991..
 JE0260
 JE0260.The geoid height was determined by GEOID03.
 JE0260
 JE0260.The dynamic height is computed by dividing the NAVD 88
 JE0260.geopotential number by the normal gravity value computed on the
 JE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0260.degrees latitude (g = 980.6199 gals.).
 JE0260
 JE0260.The modeled gravity was interpolated from observed gravity values.
 JE0260
 JE0260;                    North         East    Units  Estimated Accuracy
 JE0260;SPC MO W     -   265,810.      892,800.      MT  (+/- 180 meters Scaled)
 JE0260
 JE0260                          SUPERSEDED SURVEY CONTROL
 JE0260
 JE0260  NGVD 29 (??/??/92)  232.905  (m)          764.12   (f) ADJ UNCH    2 0
 JE0260
 JE0260.Superseded values are not recommended for survey control.
 JE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0260.See file dsdata.txt to determine how the superseded data were derived.
 JE0260
 JE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC121685(NAD 83)
 JE0260_MARKER: DB = BENCH MARK DISK
 JE0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0260_SP_SET: CULVERT
 JE0260_STAMPING: L 303 1963
 JE0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0260
 JE0260  HISTORY     - Date     Condition        Report By
 JE0260  HISTORY     - 1963     MONUMENTED       CGS
 JE0260
 JE0260                          STATION DESCRIPTION
 JE0260
 JE0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0260'7.3 MI N FROM URICH.
 JE0260'ABOUT 7.3 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JE0260'JUNCTION OF STATE HIGHWAY 7 AT URICH, IN S 33, R 28 W, T 44 N,
 JE0260'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL
 JE0260'OF AN 8 X 18 FOOT CONCRETE CULVERT, 15 FEET WEST OF THE CENTERLINE
 JE0260'OF THE ROAD, 1.0 FOOT NORTH OF THE SOUTH EDGE OF THE HEADWALL,
 JE0260'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2271 ***********************************************************************
 JD2271  DESIGNATION -  L 304
 JD2271  PID         -  JD2271
 JD2271  STATE/COUNTY-  MO/HENRY
 JD2271  USGS QUAD   -  CHILHOWEE (1955)
 JD2271
 JD2271                         *CURRENT SURVEY CONTROL
 JD2271  ___________________________________________________________________
 JD2271* NAD 83(1986)-  38 33 42.     (N)    093 46 45.     (W)     SCALED    
 JD2271* NAVD 88     -       277.476  (meters)     910.35   (feet)  ADJUSTED  
 JD2271  ___________________________________________________________________
 JD2271  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD2271  DYNAMIC HT  -         277.286 (meters)     909.73  (feet)  COMP
 JD2271  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JD2271
 JD2271  VERT ORDER  -  SECOND    CLASS 0
 JD2271
 JD2271.The horizontal coordinates were scaled from a topographic map and have
 JD2271.an estimated accuracy of +/- 6 seconds.
 JD2271
 JD2271.The orthometric height was determined by differential leveling
 JD2271.and adjusted by the National Geodetic Survey in June 1991..
 JD2271
 JD2271.The geoid height was determined by GEOID03.
 JD2271
 JD2271.The dynamic height is computed by dividing the NAVD 88
 JD2271.geopotential number by the normal gravity value computed on the
 JD2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2271.degrees latitude (g = 980.6199 gals.).
 JD2271
 JD2271.The modeled gravity was interpolated from observed gravity values.
 JD2271
 JD2271;                    North         East    Units  Estimated Accuracy
 JD2271;SPC MO W     -   266,040.      912,820.      MT  (+/- 180 meters Scaled)
 JD2271
 JD2271                          SUPERSEDED SURVEY CONTROL
 JD2271
 JD2271  NGVD 29 (??/??/92)  277.364  (m)          909.99   (f) ADJ UNCH    2 0
 JD2271
 JD2271.Superseded values are not recommended for survey control.
 JD2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2271.See file dsdata.txt to determine how the superseded data were derived.
 JD2271
 JD2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC321684(NAD 83)
 JD2271_MARKER: DB = BENCH MARK DISK
 JD2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2271_STAMPING: L 304 1963
 JD2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2271+STABILITY: SURFACE MOTION
 JD2271
 JD2271  HISTORY     - Date     Condition        Report By
 JD2271  HISTORY     - 1963     MONUMENTED       CGS
 JD2271
 JD2271                          STATION DESCRIPTION
 JD2271
 JD2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2271'1.8 MI SW FROM POST OAK.
 JD2271'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 JD2271'OAK GENERAL STORE AT POST OAK, THENCE 1.0 MILE WEST ALONG
 JD2271'THE HENRY-JOHNSON COUNTY LINE ROAD WHICH IS GRAVELED, IN S 34,
 JD2271'R 26 W, T 44 N, 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JD2271'6 FEET EAST OF A T-JUNCTION OF FENCES, 2.0 FEET NORTH OF A
 JD2271'FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 JD2271'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD2271'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2272 ***********************************************************************
 JD2272  DESIGNATION -  L 305
 JD2272  PID         -  JD2272
 JD2272  STATE/COUNTY-  MO/JOHNSON
 JD2272  USGS QUAD   -  HOLDEN (1954)
 JD2272
 JD2272                         *CURRENT SURVEY CONTROL
 JD2272  ___________________________________________________________________
 JD2272* NAD 83(1986)-  38 38 13.     (N)    093 54 51.     (W)     SCALED    
 JD2272* NAVD 88     -       266.991  (meters)     875.95   (feet)  ADJUSTED  
 JD2272  ___________________________________________________________________
 JD2272  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2272  DYNAMIC HT  -         266.808 (meters)     875.35  (feet)  COMP
 JD2272  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 JD2272
 JD2272  VERT ORDER  -  SECOND    CLASS 0
 JD2272
 JD2272.The horizontal coordinates were scaled from a topographic map and have
 JD2272.an estimated accuracy of +/- 6 seconds.
 JD2272
 JD2272.The orthometric height was determined by differential leveling
 JD2272.and adjusted by the National Geodetic Survey in June 1991..
 JD2272
 JD2272.The geoid height was determined by GEOID03.
 JD2272
 JD2272.The dynamic height is computed by dividing the NAVD 88
 JD2272.geopotential number by the normal gravity value computed on the
 JD2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2272.degrees latitude (g = 980.6199 gals.).
 JD2272
 JD2272.The modeled gravity was interpolated from observed gravity values.
 JD2272
 JD2272;                    North         East    Units  Estimated Accuracy
 JD2272;SPC MO W     -   274,310.      901,000.      MT  (+/- 180 meters Scaled)
 JD2272
 JD2272                          SUPERSEDED SURVEY CONTROL
 JD2272
 JD2272  NGVD 29 (??/??/92)  266.882  (m)          875.60   (f) ADJ UNCH    2 0
 JD2272
 JD2272.Superseded values are not recommended for survey control.
 JD2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2272.See file dsdata.txt to determine how the superseded data were derived.
 JD2272
 JD2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC204768(NAD 83)
 JD2272_MARKER: DB = BENCH MARK DISK
 JD2272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2272_SP_SET: CULVERT
 JD2272_STAMPING: L 305 1963
 JD2272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2272
 JD2272  HISTORY     - Date     Condition        Report By
 JD2272  HISTORY     - 1963     MONUMENTED       CGS
 JD2272
 JD2272                          STATION DESCRIPTION
 JD2272
 JD2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2272'0.2 MI S FROM MAGNOLIA.
 JD2272'ABOUT 0.15 MILE SOUTH ALONG PAVED STATE ROAD 0 FROM MILLERS
 JD2272'STORE AT MAGNOLIA, IN S 4, R 27 W, T 44 N, 14 FEET EAST OF
 JD2272'THE CENTERLINE OF THE ROAD, SET IN THE TOP OF THE NORTH END OF
 JD2272'THE EAST CONCRETE HEADWALL OF A 4 X 4 FOOT CONCRETE CULVERT UNDER
 JD2272'THE ROAD, 1.3 FEET SOUTH OF THE NORTH EDGE OF THE HEADWALL,
 JD2272'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1649 ***********************************************************************
 JD1649  DESIGNATION -  L 306
 JD1649  PID         -  JD1649
 JD1649  STATE/COUNTY-  MO/HENRY
 JD1649  USGS QUAD   -  CLINTON NORTH (1981)
 JD1649
 JD1649                         *CURRENT SURVEY CONTROL
 JD1649  ___________________________________________________________________
 JD1649* NAD 83(1986)-  38 25 57.     (N)    093 47 19.     (W)     SCALED    
 JD1649* NAVD 88     -       245.756  (meters)     806.28   (feet)  ADJUSTED  
 JD1649  ___________________________________________________________________
 JD1649  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JD1649  DYNAMIC HT  -         245.587 (meters)     805.73  (feet)  COMP
 JD1649  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JD1649
 JD1649  VERT ORDER  -  SECOND    CLASS 0
 JD1649
 JD1649.The horizontal coordinates were scaled from a topographic map and have
 JD1649.an estimated accuracy of +/- 6 seconds.
 JD1649
 JD1649.The orthometric height was determined by differential leveling
 JD1649.and adjusted by the National Geodetic Survey in June 1991..
 JD1649
 JD1649.The geoid height was determined by GEOID03.
 JD1649
 JD1649.The dynamic height is computed by dividing the NAVD 88
 JD1649.geopotential number by the normal gravity value computed on the
 JD1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1649.degrees latitude (g = 980.6199 gals.).
 JD1649
 JD1649.The modeled gravity was interpolated from observed gravity values.
 JD1649
 JD1649;                    North         East    Units  Estimated Accuracy
 JD1649;SPC MO W     -   251,700.      912,110.      MT  (+/- 180 meters Scaled)
 JD1649
 JD1649                          SUPERSEDED SURVEY CONTROL
 JD1649
 JD1649  NGVD 29 (??/??/92)  245.641  (m)          805.91   (f) ADJ UNCH    2 0
 JD1649
 JD1649.Superseded values are not recommended for survey control.
 JD1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1649.See file dsdata.txt to determine how the superseded data were derived.
 JD1649
 JD1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC311540(NAD 83)
 JD1649_MARKER: DB = BENCH MARK DISK
 JD1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1649_STAMPING: L 306 1963
 JD1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1649+STABILITY: SURFACE MOTION
 JD1649
 JD1649  HISTORY     - Date     Condition        Report By
 JD1649  HISTORY     - 1963     MONUMENTED       CGS
 JD1649
 JD1649                          STATION DESCRIPTION
 JD1649
 JD1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1649'4.4 MI E FROM GARLAND.
 JD1649'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1649'BAPTIST CHURCH AT GARLAND, THENCE 4.2 MILES EAST ALONG A
 JD1649'GRAVELED COUNTY ROAD, IN S 15, R 26 W, T 42 N, AT A SHARP
 JD1649'TURN IN THE ROAD, 26 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 JD1649'14 FEET SOUTHEAST OF A TELEPHONE POLE BRACED BY A GUY WIRE,
 JD1649'2.0 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS
 JD1649'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JD1649'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2193 ***********************************************************************
 JD2193  DESIGNATION -  L 307
 JD2193  PID         -  JD2193
 JD2193  STATE/COUNTY-  MO/JOHNSON
 JD2193  USGS QUAD   -  LEETON (1981)
 JD2193
 JD2193                         *CURRENT SURVEY CONTROL
 JD2193  ___________________________________________________________________
 JD2193* NAD 83(1986)-  38 34 26.     (N)    093 39 27.     (W)     SCALED    
 JD2193* NAVD 88     -       287.902  (meters)     944.56   (feet)  ADJUSTED  
 JD2193  ___________________________________________________________________
 JD2193  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD2193  DYNAMIC HT  -         287.702 (meters)     943.90  (feet)  COMP
 JD2193  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 JD2193
 JD2193  VERT ORDER  -  SECOND    CLASS 0
 JD2193
 JD2193.The horizontal coordinates were scaled from a topographic map and have
 JD2193.an estimated accuracy of +/- 6 seconds.
 JD2193
 JD2193.The orthometric height was determined by differential leveling
 JD2193.and adjusted by the National Geodetic Survey in June 1991..
 JD2193
 JD2193.The geoid height was determined by GEOID03.
 JD2193
 JD2193.The dynamic height is computed by dividing the NAVD 88
 JD2193.geopotential number by the normal gravity value computed on the
 JD2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2193.degrees latitude (g = 980.6199 gals.).
 JD2193
 JD2193.The modeled gravity was interpolated from observed gravity values.
 JD2193
 JD2193;                    North         East    Units  Estimated Accuracy
 JD2193;SPC MO W     -   267,490.      923,420.      MT  (+/- 180 meters Scaled)
 JD2193
 JD2193                          SUPERSEDED SURVEY CONTROL
 JD2193
 JD2193  NGVD 29 (??/??/92)  287.790  (m)          944.19   (f) ADJ UNCH    2 0
 JD2193
 JD2193.Superseded values are not recommended for survey control.
 JD2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2193.See file dsdata.txt to determine how the superseded data were derived.
 JD2193
 JD2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC427696(NAD 83)
 JD2193_MARKER: DB = BENCH MARK DISK
 JD2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2193_STAMPING: L 307 1963
 JD2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2193+STABILITY: SURFACE MOTION
 JD2193
 JD2193  HISTORY     - Date     Condition        Report By
 JD2193  HISTORY     - 1963     MONUMENTED       CGS
 JD2193
 JD2193                          STATION DESCRIPTION
 JD2193
 JD2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2193'3.2 MI SE FROM LEETON.
 JD2193'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2193'AT LEETON, THENCE 2.1 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2193'THENCE 1.0 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, IN S 26,
 JD2193'R 25 W, T 44 N, 45 FEET SOUTHEAST OF THE CENTER OF THE
 JD2193'INTERSECTION OF AN EAST-WEST ROAD, 33 FEET SOUTH OF THE
 JD2193'CENTERLINE OF THE EAST-WEST ROAD, 33 FEET EAST OF THE CENTERLINE
 JD2193'OF THE NORTH-SOUTH ROAD, 11 FEET SOUTHEAST OF A FENCE CORNER,
 JD2193'5.5 FEET NORTHWEST OF A POWER POLE BRACED BY 5 GUY WIRES, 1.5
 JD2193'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 JD2193'OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD2193'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1097 ***********************************************************************
 JD1097  DESIGNATION -  L 308
 JD1097  PID         -  JD1097
 JD1097  STATE/COUNTY-  MO/PETTIS
 JD1097  USGS QUAD   -  GREEN RIDGE NORTH (1973)
 JD1097
 JD1097                         *CURRENT SURVEY CONTROL
 JD1097  ___________________________________________________________________
 JD1097* NAD 83(1986)-  38 40 29.     (N)    093 23 46.     (W)     SCALED    
 JD1097* NAVD 88     -       279.653  (meters)     917.49   (feet)  ADJUSTED  
 JD1097  ___________________________________________________________________
 JD1097  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1097  DYNAMIC HT  -         279.460 (meters)     916.86  (feet)  COMP
 JD1097  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 JD1097
 JD1097  VERT ORDER  -  SECOND    CLASS 0
 JD1097
 JD1097.The horizontal coordinates were scaled from a topographic map and have
 JD1097.an estimated accuracy of +/- 6 seconds.
 JD1097
 JD1097.The orthometric height was determined by differential leveling
 JD1097.and adjusted by the National Geodetic Survey in June 1991..
 JD1097
 JD1097.The geoid height was determined by GEOID03.
 JD1097
 JD1097.The dynamic height is computed by dividing the NAVD 88
 JD1097.geopotential number by the normal gravity value computed on the
 JD1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1097.degrees latitude (g = 980.6199 gals.).
 JD1097
 JD1097.The modeled gravity was interpolated from observed gravity values.
 JD1097
 JD1097;                    North         East    Units  Estimated Accuracy
 JD1097;SPC MO C     -   315,700.      422,020.      MT  (+/- 180 meters Scaled)
 JD1097
 JD1097                          SUPERSEDED SURVEY CONTROL
 JD1097
 JD1097  NGVD 29 (??/??/92)  279.552  (m)          917.16   (f) ADJ UNCH    2 0
 JD1097
 JD1097.Superseded values are not recommended for survey control.
 JD1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1097.See file dsdata.txt to determine how the superseded data were derived.
 JD1097
 JD1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC655807(NAD 83)
 JD1097_MARKER: DB = BENCH MARK DISK
 JD1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1097_STAMPING: L 308 1963
 JD1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1097+STABILITY: SURFACE MOTION
 JD1097
 JD1097  HISTORY     - Date     Condition        Report By
 JD1097  HISTORY     - 1963     MONUMENTED       CGS
 JD1097
 JD1097                          STATION DESCRIPTION
 JD1097
 JD1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1097'4.1 MI NW FROM CAMP BRANCH.
 JD1097'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE CROSSING
 JD1097'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CAMP BRANCH, THENCE
 JD1097'2.0 MILES WEST ALONG A PAVED ROAD, IN S 24, R 23 W, T 45 N,
 JD1097'ABOUT 1.0 MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 127,
 JD1097'84 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD INTERSECTION,
 JD1097'63 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 44
 JD1097'FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 36 FEET
 JD1097'WEST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE, 2.2 FEET EAST
 JD1097'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET
 JD1097'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1109 ***********************************************************************
 JD1109  DESIGNATION -  L 309
 JD1109  PID         -  JD1109
 JD1109  STATE/COUNTY-  MO/PETTIS
 JD1109  USGS QUAD   -  GREEN RIDGE NORTH (1973)
 JD1109
 JD1109                         *CURRENT SURVEY CONTROL
 JD1109  ___________________________________________________________________
 JD1109* NAD 83(1986)-  38 39 11.     (N)    093 28 34.     (W)     SCALED    
 JD1109* NAVD 88     -       262.891  (meters)     862.50   (feet)  ADJUSTED  
 JD1109  ___________________________________________________________________
 JD1109  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1109  DYNAMIC HT  -         262.708 (meters)     861.90  (feet)  COMP
 JD1109  MODELED GRAV-     979,926.9   (mgal)                       NAVD 88
 JD1109
 JD1109  VERT ORDER  -  SECOND    CLASS 0
 JD1109
 JD1109.The horizontal coordinates were scaled from a topographic map and have
 JD1109.an estimated accuracy of +/- 6 seconds.
 JD1109
 JD1109.The orthometric height was determined by differential leveling
 JD1109.and adjusted by the National Geodetic Survey in June 1991..
 JD1109
 JD1109.The geoid height was determined by GEOID03.
 JD1109
 JD1109.The dynamic height is computed by dividing the NAVD 88
 JD1109.geopotential number by the normal gravity value computed on the
 JD1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1109.degrees latitude (g = 980.6199 gals.).
 JD1109
 JD1109.The modeled gravity was interpolated from observed gravity values.
 JD1109
 JD1109;                    North         East    Units  Estimated Accuracy
 JD1109;SPC MO C     -   313,370.      415,040.      MT  (+/- 180 meters Scaled)
 JD1109
 JD1109                          SUPERSEDED SURVEY CONTROL
 JD1109
 JD1109  NGVD 29 (??/??/92)  262.787  (m)          862.16   (f) ADJ UNCH    2 0
 JD1109
 JD1109.Superseded values are not recommended for survey control.
 JD1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1109.See file dsdata.txt to determine how the superseded data were derived.
 JD1109
 JD1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC585783(NAD 83)
 JD1109_MARKER: DB = BENCH MARK DISK
 JD1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1109_STAMPING: L 309 1963
 JD1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1109+STABILITY: SURFACE MOTION
 JD1109
 JD1109  HISTORY     - Date     Condition        Report By
 JD1109  HISTORY     - 1963     MONUMENTED       CGS
 JD1109
 JD1109                          STATION DESCRIPTION
 JD1109
 JD1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1109'10.2 MI NW FROM CAMP BRANCH.
 JD1109'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE CROSSING
 JD1109'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CAMP BRANCH, THENCE
 JD1109'8.1 MILES WEST ALONG A PAVED ROAD AND STATE ROAD AA WHICH IS
 JD1109'GRAVELED, IN S 29, R 23 W, T 45 N, ON THE OUTSIDE OF A SHARP
 JD1109'CURVE IN THE ROAD, AT THE NORTHWEST CORNER OF THE CEMETERY AT
 JD1109'THE HICKORY POINT BAPTIST CHURCH, 139.5 FEET SOUTHWEST OF THE
 JD1109'SOUTHWEST CORNER OF THE CHURCH, 68.5 FEET SOUTHEAST OF THE
 JD1109'CENTERLINE OF THE ROAD, 24 FEET EAST OF THE CENTERLINE OF A
 JD1109'GRAVELED ROAD LEADING SOUTH, 16.5 FEET SOUTH OF THE CEMETERY
 JD1109'FENCE CORNER, 1.5 FEET WEST OF A FENCE, ABOUT 2 FEET BELOW THE
 JD1109'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD1109'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1774 ***********************************************************************
 JD1774  DESIGNATION -  L 310
 JD1774  PID         -  JD1774
 JD1774  STATE/COUNTY-  MO/HENRY
 JD1774  USGS QUAD   -  CALHOUN WEST (1981)
 JD1774
 JD1774                         *CURRENT SURVEY CONTROL
 JD1774  ___________________________________________________________________
 JD1774* NAD 83(1986)-  38 29 41.     (N)    093 41 08.     (W)     SCALED    
 JD1774* NAVD 88     -       252.345  (meters)     827.90   (feet)  ADJUSTED  
 JD1774  ___________________________________________________________________
 JD1774  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD1774  DYNAMIC HT  -         252.171 (meters)     827.33  (feet)  COMP
 JD1774  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 JD1774
 JD1774  VERT ORDER  -  SECOND    CLASS 0
 JD1774
 JD1774.The horizontal coordinates were scaled from a topographic map and have
 JD1774.an estimated accuracy of +/- 6 seconds.
 JD1774
 JD1774.The orthometric height was determined by differential leveling
 JD1774.and adjusted by the National Geodetic Survey in June 1991..
 JD1774
 JD1774.The geoid height was determined by GEOID03.
 JD1774
 JD1774.The dynamic height is computed by dividing the NAVD 88
 JD1774.geopotential number by the normal gravity value computed on the
 JD1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1774.degrees latitude (g = 980.6199 gals.).
 JD1774
 JD1774.The modeled gravity was interpolated from observed gravity values.
 JD1774
 JD1774;                    North         East    Units  Estimated Accuracy
 JD1774;SPC MO W     -   258,680.      921,050.      MT  (+/- 180 meters Scaled)
 JD1774
 JD1774                          SUPERSEDED SURVEY CONTROL
 JD1774
 JD1774  NGVD 29 (??/??/92)  252.232  (m)          827.53   (f) ADJ UNCH    2 0
 JD1774
 JD1774.Superseded values are not recommended for survey control.
 JD1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1774.See file dsdata.txt to determine how the superseded data were derived.
 JD1774
 JD1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC402609(NAD 83)
 JD1774_MARKER: DB = BENCH MARK DISK
 JD1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1774_STAMPING: L 310 1963
 JD1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1774+STABILITY: SURFACE MOTION
 JD1774
 JD1774  HISTORY     - Date     Condition        Report By
 JD1774  HISTORY     - 1963     MONUMENTED       CGS
 JD1774
 JD1774                          STATION DESCRIPTION
 JD1774
 JD1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1774'5.5 MI NW FROM CALHOUN.
 JD1774'ABOUT 2.9 MILES NORTHWEST ALONG PAVED STATE ROAD J FROM THE
 JD1774'JUNCTION OF STATE HIGHWAY 52 AT CALHOUN, THENCE 2.6 MILES NORTHWEST
 JD1774'ALONG A GRAVELED COUNTY ROAD, IN S 21, R 25 W, T 43 N, 35.5 FEET
 JD1774'SOUTHWEST OF THE CENTER OF THE T-JUNCTION OF A PRIVATE ROAD LEADING
 JD1774'SOUTH TO A FARMHOUSE, 26 FEET SOUTH OF THE CENTERLINE OF THE
 JD1774'ROAD, 23 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 55 FEET
 JD1774'NORTHEAST OF POWER POLE 51-21-5, 3.4 FEET NORTH OF A FENCE CORNER,
 JD1774'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 JD1774'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1774'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0211 ***********************************************************************
 JC0211  DESIGNATION -  L 311
 JC0211  PID         -  JC0211
 JC0211  STATE/COUNTY-  MO/ST LOUIS
 JC0211  USGS QUAD   -  WEBSTER GROVES (1993)
 JC0211
 JC0211                         *CURRENT SURVEY CONTROL
 JC0211  ___________________________________________________________________
 JC0211* NAD 83(1986)-  38 36 12.     (N)    090 19 30.     (W)     SCALED    
 JC0211* NAVD 88     -       137.221  (meters)     450.20   (feet)  ADJUSTED  
 JC0211  ___________________________________________________________________
 JC0211  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JC0211  DYNAMIC HT  -         137.133 (meters)     449.91  (feet)  COMP
 JC0211  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 JC0211
 JC0211  VERT ORDER  -  FIRST     CLASS I
 JC0211
 JC0211.The horizontal coordinates were scaled from a topographic map and have
 JC0211.an estimated accuracy of +/- 6 seconds.
 JC0211
 JC0211.The orthometric height was determined by differential leveling
 JC0211.and adjusted by the National Geodetic Survey in June 1991..
 JC0211
 JC0211.The geoid height was determined by GEOID03.
 JC0211
 JC0211.The dynamic height is computed by dividing the NAVD 88
 JC0211.geopotential number by the normal gravity value computed on the
 JC0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0211.degrees latitude (g = 980.6199 gals.).
 JC0211
 JC0211.The modeled gravity was interpolated from observed gravity values.
 JC0211
 JC0211;                    North         East    Units  Estimated Accuracy
 JC0211;SPC MO E     -   307,410.      265,240.      MT  (+/- 180 meters Scaled)
 JC0211
 JC0211                          SUPERSEDED SURVEY CONTROL
 JC0211
 JC0211  NGVD 29 (??/??/92)  137.327  (m)          450.55   (f) ADJ UNCH    1 1
 JC0211
 JC0211.Superseded values are not recommended for survey control.
 JC0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0211.See file dsdata.txt to determine how the superseded data were derived.
 JC0211
 JC0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC329761(NAD 83)
 JC0211_MARKER: DB = BENCH MARK DISK
 JC0211_SETTING: 66 = SET IN ROCK OUTCROP
 JC0211_SP_SET: ROCK LEDGE
 JC0211_STAMPING: L 311 1969
 JC0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0211+STABILITY: POSITION/ELEVATION WELL
 JC0211
 JC0211  HISTORY     - Date     Condition        Report By
 JC0211  HISTORY     - 1969     MONUMENTED       CGS
 JC0211  HISTORY     - 19910401 MARK NOT FOUND   USPSQD
 JC0211  HISTORY     - 19940511 MARK NOT FOUND   USPSQD
 JC0211
 JC0211                          STATION DESCRIPTION
 JC0211
 JC0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0211'AT MAPLEWOOD.
 JC0211'AT MAPLEWOOD, ABOUT 0.15 MILE SOUTHWEST ALONG BIG BEND BLVD FROM
 JC0211'THE MISSOURI PACIFIC RAILROAD OVERPASS, THENCE 0.1 MILE NORTHWEST
 JC0211'ALONG THE TERMINAL RAILROAD ASSOCATION TRACKS, ABOUT 5 RAILS
 JC0211'SOUTHEAST OF THE CENTER OF THE MISSOURI PACIFIC RAILROAD OVERPASS
 JC0211'OVER THE TRA TRACK, SET IN THE TOP OF A ROCK LEDGE WHICH THE
 JC0211'EXPOSED PORTION IS 6 FEET LONG-1 1/2 FEET HIGH ON THE NORTHEAST
 JC0211'SIDE AND IS AT THE BASE OF A 20 FOOT HIGH CUT, 11.2 FEET SOUTHWEST
 JC0211'OF THE SOUTHWEST RAIL, 0.6 FOOT SOUTHWEST OF THE NORTHEAST EDGE
 JC0211'OF THE ROCK, 1 FOOT NORTH OF A METAL WITNESS POST, AND ABOUT LEVEL
 JC0211'WITH THE TRACK.
 JC0211
 JC0211                          STATION RECOVERY (1991)
 JC0211
 JC0211'RECOVERY NOTE BY US POWER SQUADRON 1991 (EPB)
 JC0211'MARK NOT FOUND.
 JC0211
 JC0211                          STATION RECOVERY (1994)
 JC0211
 JC0211'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0479 ***********************************************************************
 HD0479  DESIGNATION -  L 32
 HD0479  PID         -  HD0479
 HD0479  STATE/COUNTY-  MO/CAMDEN
 HD0479  USGS QUAD   -  HAHATONKA (1982)
 HD0479
 HD0479                         *CURRENT SURVEY CONTROL
 HD0479  ___________________________________________________________________
 HD0479* NAD 83(1986)-  37 59 10.     (N)    092 51 42.     (W)     SCALED    
 HD0479* NAVD 88     -       298.654  (meters)     979.83   (feet)  ADJUSTED  
 HD0479  ___________________________________________________________________
 HD0479  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HD0479  DYNAMIC HT  -         298.431 (meters)     979.10  (feet)  COMP
 HD0479  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 HD0479
 HD0479  VERT ORDER  -  SECOND    CLASS 0
 HD0479
 HD0479.The horizontal coordinates were scaled from a topographic map and have
 HD0479.an estimated accuracy of +/- 6 seconds.
 HD0479
 HD0479.The orthometric height was determined by differential leveling
 HD0479.and adjusted by the National Geodetic Survey in June 1991..
 HD0479
 HD0479.The geoid height was determined by GEOID03.
 HD0479
 HD0479.The dynamic height is computed by dividing the NAVD 88
 HD0479.geopotential number by the normal gravity value computed on the
 HD0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0479.degrees latitude (g = 980.6199 gals.).
 HD0479
 HD0479.The modeled gravity was interpolated from observed gravity values.
 HD0479
 HD0479;                    North         East    Units  Estimated Accuracy
 HD0479;SPC MO C     -   238,950.      468,230.      MT  (+/- 180 meters Scaled)
 HD0479
 HD0479                          SUPERSEDED SURVEY CONTROL
 HD0479
 HD0479  NGVD 29 (??/??/92)  298.550  (m)          979.49   (f) ADJ UNCH    2 0
 HD0479
 HD0479.Superseded values are not recommended for survey control.
 HD0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0479.See file dsdata.txt to determine how the superseded data were derived.
 HD0479
 HD0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC121042(NAD 83)
 HD0479_MARKER: DB = BENCH MARK DISK
 HD0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0479_STAMPING: L 32 1934
 HD0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0479+STABILITY: SURFACE MOTION
 HD0479
 HD0479  HISTORY     - Date     Condition        Report By
 HD0479  HISTORY     - 1934     MONUMENTED       CGS
 HD0479  HISTORY     - 1968     GOOD             NGS
 HD0479
 HD0479                          STATION DESCRIPTION
 HD0479
 HD0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0479'7.5 MI W FROM ROACH.
 HD0479'7.5 MILES WEST ALONG U.S. HIGHWAY 54 FROM CAMDENTON, 1.8 MILES
 HD0479'SOUTHWEST OF ROACH, 100 FEET NORTH OF THE NORTHWEST CORNER
 HD0479'OF A SCHOOLHOUSE, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HD0479'AND 56 FEET NORTHWEST OF A 15-INCH RED-OAK TREE WITH A TRIANGULAR
 HD0479'BLAZE ON THE NORTH SIDE.  A STANDARD DISK, STAMPED L 32 1934 AND
 HD0479'SET IN THE TOP OF A CONCRETE POST.
 HD0479
 HD0479                          STATION RECOVERY (1968)
 HD0479
 HD0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HD0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1174 ***********************************************************************
 JC1174  DESIGNATION -  L 323
 JC1174  PID         -  JC1174
 JC1174  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1174  USGS QUAD   -  GRANITE CITY (1998)
 JC1174
 JC1174                         *CURRENT SURVEY CONTROL
 JC1174  ___________________________________________________________________
 JC1174* NAD 83(1986)-  38 39 52.     (N)    090 11 13.     (W)     SCALED    
 JC1174* NAVD 88     -       128.965  (meters)     423.11   (feet)  ADJUSTED  
 JC1174  ___________________________________________________________________
 JC1174  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JC1174  DYNAMIC HT  -         128.883 (meters)     422.84  (feet)  COMP
 JC1174  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JC1174
 JC1174  VERT ORDER  -  FIRST     CLASS II
 JC1174
 JC1174.The horizontal coordinates were scaled from a topographic map and have
 JC1174.an estimated accuracy of +/- 6 seconds.
 JC1174
 JC1174.The orthometric height was determined by differential leveling
 JC1174.and adjusted by the National Geodetic Survey in June 1991..
 JC1174
 JC1174.The geoid height was determined by GEOID03.
 JC1174
 JC1174.The dynamic height is computed by dividing the NAVD 88
 JC1174.geopotential number by the normal gravity value computed on the
 JC1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1174.degrees latitude (g = 980.6199 gals.).
 JC1174
 JC1174.The modeled gravity was interpolated from observed gravity values.
 JC1174
 JC1174;                    North         East    Units  Estimated Accuracy
 JC1174;SPC MO E     -   314,230.      277,250.      MT  (+/- 180 meters Scaled)
 JC1174
 JC1174                          SUPERSEDED SURVEY CONTROL
 JC1174
 JC1174  NGVD 29 (??/??/??)  128.932  (m)          423.00   (f) ADJUSTED    1 2
 JC1174
 JC1174.Superseded values are not recommended for survey control.
 JC1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1174.See file dsdata.txt to determine how the superseded data were derived.
 JC1174
 JC1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC447832(NAD 83)
 JC1174_MARKER: I = METAL ROD
 JC1174_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1174_SP_SET: STAINLESS STEEL ROD
 JC1174_STAMPING: L 323 1981
 JC1174_MARK LOGO: NGS   
 JC1174_PROJECTION: FLUSH
 JC1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1174_ROD/PIPE-DEPTH: 4.9  meters
 JC1174
 JC1174  HISTORY     - Date     Condition        Report By
 JC1174  HISTORY     - 1981     MONUMENTED       NGS
 JC1174  HISTORY     - 19910326 MARK NOT FOUND   USPSQD
 JC1174
 JC1174                          STATION DESCRIPTION
 JC1174
 JC1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1174'IN ST LOUIS.
 JC1174'IN ST LOUIS, AT THE JUNCTION OF THE ROAD ALONG THE MISSISSIPPI RIVER
 JC1174'RETAINING WALL AND THE MCKINLEY OVERPASS BRIDGE, SOUTH OF THE FIRST
 JC1174'SET OF PIERS EAST OF THE BURLINGTON NORTHERN RAILROAD TRACKS, 3.96
 JC1174'METERS (13.0 FEET) EAST OF THE CENTER OF THE ROAD, 10.88 METERS (35.7
 JC1174'FEET) EAST OF THE EAST RAIL OF THE MOST EAST SET OF TRACKS, AND
 JC1174'1.83 METERS (6.0 FEET) SOUTH OF THE SOUTH PIER.
 JC1174'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 JC1174'THE MARK IS ABOVE LEVEL WITH ROAD.
 JC1174
 JC1174                          STATION RECOVERY (1991)
 JC1174
 JC1174'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNC)
 JC1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1381 ***********************************************************************
 JC1381  DESIGNATION -  L 326
 JC1381  PID         -  JC1381
 JC1381  STATE/COUNTY-  MO/OSAGE
 JC1381  USGS QUAD   -  MORRISON (1982)
 JC1381
 JC1381                         *CURRENT SURVEY CONTROL
 JC1381  ___________________________________________________________________
 JC1381* NAD 83(1986)-  38 40 49.     (N)    091 44 34.     (W)     SCALED    
 JC1381* NAVD 88     -       160.752  (meters)     527.40   (feet)  ADJUSTED  
 JC1381  ___________________________________________________________________
 JC1381  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JC1381  DYNAMIC HT  -         160.647 (meters)     527.06  (feet)  COMP
 JC1381  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 JC1381
 JC1381  VERT ORDER  -  FIRST     CLASS II
 JC1381
 JC1381.The horizontal coordinates were scaled from a topographic map and have
 JC1381.an estimated accuracy of +/- 6 seconds.
 JC1381
 JC1381.The orthometric height was determined by differential leveling
 JC1381.and adjusted by the National Geodetic Survey in June 1991..
 JC1381
 JC1381.The geoid height was determined by GEOID03.
 JC1381
 JC1381.The dynamic height is computed by dividing the NAVD 88
 JC1381.geopotential number by the normal gravity value computed on the
 JC1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1381.degrees latitude (g = 980.6199 gals.).
 JC1381
 JC1381.The modeled gravity was interpolated from observed gravity values.
 JC1381
 JC1381;                    North         East    Units  Estimated Accuracy
 JC1381;SPC MO C     -   316,210.      565,890.      MT  (+/- 180 meters Scaled)
 JC1381
 JC1381                          SUPERSEDED SURVEY CONTROL
 JC1381
 JC1381.No superseded survey control is available for this station.
 JC1381
 JC1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC093820(NAD 83)
 JC1381_MARKER: I = METAL ROD
 JC1381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1381_SP_SET: STAINLESS STEEL ROD
 JC1381_STAMPING: L 326 1986
 JC1381_MARK LOGO: NGS   
 JC1381_PROJECTION: FLUSH
 JC1381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1381_ROD/PIPE-DEPTH: 24.4 meters
 JC1381
 JC1381  HISTORY     - Date     Condition        Report By
 JC1381  HISTORY     - 1986     MONUMENTED       NGS
 JC1381  HISTORY     - 20050606 POOR             MODNR
 JC1381
 JC1381                          STATION DESCRIPTION
 JC1381
 JC1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1381'36.8 KM (22.85 MI) WEST FROM HERMANN.
 JC1381'36.8 KM (22.85 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE
 JC1381'COURTHOUSE IN HERMANN, 15.6 M (51.6 FT) EAST OF A HIGHLINE CROSSING
 JC1381'THE HIGHWAY, 13.1 M (43.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.3 M
 JC1381'(33.8 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING EAST, AND
 JC1381'1.1 M (3.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 JC1381'HAD THROUGH A 5-INCH LOGO CAP.
 JC1381'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JC1381'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 JC1381
 JC1381                          STATION RECOVERY (2005)
 JC1381
 JC1381'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC)
 JC1381'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0954 ***********************************************************************
 KD0954  DESIGNATION -  L 327
 KD0954  PID         -  KD0954
 KD0954  STATE/COUNTY-  MO/SALINE
 KD0954  USGS QUAD   -  GRAND PASS (1978)
 KD0954
 KD0954                         *CURRENT SURVEY CONTROL
 KD0954  ___________________________________________________________________
 KD0954* NAD 83(1986)-  39 12 11.     (N)    093 28 23.     (W)     SCALED    
 KD0954* NAVD 88     -       239.387  (meters)     785.39   (feet)  ADJUSTED  
 KD0954  ___________________________________________________________________
 KD0954  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD0954  DYNAMIC HT  -         239.241 (meters)     784.91  (feet)  COMP
 KD0954  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 KD0954
 KD0954  VERT ORDER  -  FIRST     CLASS II
 KD0954
 KD0954.The horizontal coordinates were scaled from a topographic map and have
 KD0954.an estimated accuracy of +/- 6 seconds.
 KD0954
 KD0954.The orthometric height was determined by differential leveling
 KD0954.and adjusted by the National Geodetic Survey in June 1991..
 KD0954
 KD0954.The geoid height was determined by GEOID03.
 KD0954
 KD0954.The dynamic height is computed by dividing the NAVD 88
 KD0954.geopotential number by the normal gravity value computed on the
 KD0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0954.degrees latitude (g = 980.6199 gals.).
 KD0954
 KD0954.The modeled gravity was interpolated from observed gravity values.
 KD0954
 KD0954;                    North         East    Units  Estimated Accuracy
 KD0954;SPC MO C     -   374,420.      415,950.      MT  (+/- 180 meters Scaled)
 KD0954
 KD0954                          SUPERSEDED SURVEY CONTROL
 KD0954
 KD0954.No superseded survey control is available for this station.
 KD0954
 KD0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD591394(NAD 83)
 KD0954_MARKER: I = METAL ROD
 KD0954_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0954_SP_SET: STAINLESS STEEL ROD
 KD0954_STAMPING: L 327 1986
 KD0954_MARK LOGO: NGS   
 KD0954_PROJECTION: FLUSH
 KD0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0954_ROD/PIPE-DEPTH: 13.7 meters
 KD0954
 KD0954  HISTORY     - Date     Condition        Report By
 KD0954  HISTORY     - 1986     MONUMENTED       NGS
 KD0954
 KD0954                          STATION DESCRIPTION
 KD0954
 KD0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0954'24.9 KM (15.5 MI) WEST FROM MARSHALL.
 KD0954'24.9 KM (15.45 MI) WESTERLY ALONG U.S. HIGHWAY 65 FROM ITS JUNCTION
 KD0954'WITH STATE HIGHWAY 240 IN MARSHALL, 11.0 M (36.1 FT) EAST OF THE
 KD0954'CENTER OF A GRAVELED ROAD LEADING NORTH, 10.1 M (33.1 FT) NORTH OF THE
 KD0954'HIGHWAY CENTERLINE, AND 1.6 M (5.2 FT) NORTH-NORTHEAST OF A UTILITY
 KD0954'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD0954'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KD0954'THE MARK IS 1.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1104 ***********************************************************************
 KE1104  DESIGNATION -  L 328
 KE1104  PID         -  KE1104
 KE1104  STATE/COUNTY-  MO/JACKSON
 KE1104  USGS QUAD   -  KANSAS CITY (1991)
 KE1104
 KE1104                         *CURRENT SURVEY CONTROL
 KE1104  ___________________________________________________________________
 KE1104* NAD 83(1986)-  39 05 40.     (N)    094 31 43.     (W)     SCALED    
 KE1104* NAVD 88     -       251.050  (meters)     823.65   (feet)  ADJUSTED  
 KE1104  ___________________________________________________________________
 KE1104  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1104  DYNAMIC HT  -         250.889 (meters)     823.12  (feet)  COMP
 KE1104  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 KE1104
 KE1104  VERT ORDER  -  FIRST     CLASS II
 KE1104
 KE1104.The horizontal coordinates were scaled from a topographic map and have
 KE1104.an estimated accuracy of +/- 6 seconds.
 KE1104
 KE1104.The orthometric height was determined by differential leveling
 KE1104.and adjusted by the National Geodetic Survey in June 1991..
 KE1104
 KE1104.The geoid height was determined by GEOID03.
 KE1104
 KE1104.The dynamic height is computed by dividing the NAVD 88
 KE1104.geopotential number by the normal gravity value computed on the
 KE1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1104.degrees latitude (g = 980.6199 gals.).
 KE1104
 KE1104.The modeled gravity was interpolated from observed gravity values.
 KE1104
 KE1104;                    North         East    Units  Estimated Accuracy
 KE1104;SPC MO W     -   324,930.      847,530.      MT  (+/- 180 meters Scaled)
 KE1104
 KE1104                          SUPERSEDED SURVEY CONTROL
 KE1104
 KE1104.No superseded survey control is available for this station.
 KE1104
 KE1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD678283(NAD 83)
 KE1104_MARKER: I = METAL ROD
 KE1104_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1104_SP_SET: STAINLESS STEEL ROD
 KE1104_STAMPING: L 328 1986
 KE1104_MARK LOGO: NGS   
 KE1104_PROJECTION: RECESSED 2 CENTIMETERS
 KE1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1104+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 KE1104_ROD/PIPE-DEPTH: 12.5 meters
 KE1104
 KE1104  HISTORY     - Date     Condition        Report By
 KE1104  HISTORY     - 1986     MONUMENTED       NGS
 KE1104  HISTORY     - 20040717 GOOD             GEOCAC
 KE1104
 KE1104                          STATION DESCRIPTION
 KE1104
 KE1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1104'IN KANSAS CITY.
 KE1104'IN KANSAS CITY, AT THE INTERSECTION OF TRUMAN ROAD AND ELMWOOD AVENUE,
 KE1104'NEAR THE SOUTHWEST CORNER OF ELMWOOD CEMETERY, 25.0 M (82.0 FT) EAST
 KE1104'OF THE EXTENDED AVENUE CENTER, 16.3 M (53.5 FT) NORTH OF THE ROAD
 KE1104'CENTERLINE, 0.7 M (2.3 FT) EAST OF THE EAST EDGE OF A SANDSTORE CORNER
 KE1104'POST, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO DATUM
 KE1104'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1104'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KE1104
 KE1104                          STATION RECOVERY (2004)
 KE1104
 KE1104'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1131 ***********************************************************************
 KE1131  DESIGNATION -  L 329
 KE1131  PID         -  KE1131
 KE1131  STATE/COUNTY-  MO/LAFAYETTE
 KE1131  USGS QUAD   -  CAMDEN (1978)
 KE1131
 KE1131                         *CURRENT SURVEY CONTROL
 KE1131  ___________________________________________________________________
 KE1131* NAD 83(1986)-  39 07 43.     (N)    094 04 24.     (W)     SCALED    
 KE1131* NAVD 88     -       232.946  (meters)     764.26   (feet)  ADJUSTED  
 KE1131  ___________________________________________________________________
 KE1131  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1131  DYNAMIC HT  -         232.799 (meters)     763.77  (feet)  COMP
 KE1131  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 KE1131
 KE1131  VERT ORDER  -  FIRST     CLASS II
 KE1131
 KE1131.The horizontal coordinates were scaled from a topographic map and have
 KE1131.an estimated accuracy of +/- 6 seconds.
 KE1131
 KE1131.The orthometric height was determined by differential leveling
 KE1131.and adjusted by the National Geodetic Survey in June 1991..
 KE1131
 KE1131.The geoid height was determined by GEOID03.
 KE1131
 KE1131.The dynamic height is computed by dividing the NAVD 88
 KE1131.geopotential number by the normal gravity value computed on the
 KE1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1131.degrees latitude (g = 980.6199 gals.).
 KE1131
 KE1131.The modeled gravity was interpolated from observed gravity values.
 KE1131
 KE1131;                    North         East    Units  Estimated Accuracy
 KE1131;SPC MO W     -   328,810.      886,890.      MT  (+/- 180 meters Scaled)
 KE1131
 KE1131                          SUPERSEDED SURVEY CONTROL
 KE1131
 KE1131.No superseded survey control is available for this station.
 KE1131
 KE1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD072315(NAD 83)
 KE1131_MARKER: I = METAL ROD
 KE1131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1131_SP_SET: STAINLESS STEEL ROD
 KE1131_STAMPING: L 329 1986
 KE1131_MARK LOGO: NGS   
 KE1131_PROJECTION: RECESSED 2 CENTIMETERS
 KE1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1131+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 KE1131_ROD/PIPE-DEPTH: 10.9 meters
 KE1131
 KE1131  HISTORY     - Date     Condition        Report By
 KE1131  HISTORY     - 1986     MONUMENTED       NGS
 KE1131  HISTORY     - 20051001 GOOD             GEOCAC
 KE1131
 KE1131                          STATION DESCRIPTION
 KE1131
 KE1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1131'IN NAPOLEON.
 KE1131'IN NEPOLEON, AT THE INTERSECTION OF STATE HIGHWAY 224 AND STATE ROUTE
 KE1131'D, 64.9 M (212.9 FT) EAST OF THE CENTER OF A DRIVEWAY, 50.9 M (167.0
 KE1131'FT) WEST OF THE ROUTE CENTER, 9.8 M (32.2 FT) SOUTH OF THE HIGHWAY
 KE1131'CENTER, AND 1.1 M (3.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO
 KE1131'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1131'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 KE1131
 KE1131                          STATION RECOVERY (2005)
 KE1131
 KE1131'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0211 ***********************************************************************
 HD0211  DESIGNATION -  L 33
 HD0211  PID         -  HD0211
 HD0211  STATE/COUNTY-  MO/TEXAS
 HD0211  USGS QUAD   -  CABOOL NE (1985)
 HD0211
 HD0211                         *CURRENT SURVEY CONTROL
 HD0211  ___________________________________________________________________
 HD0211* NAD 83(1986)-  37 08 36.     (N)    092 04 25.     (W)     SCALED    
 HD0211* NAVD 88     -       366.777  (meters)    1203.33   (feet)  ADJUSTED  
 HD0211  ___________________________________________________________________
 HD0211  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HD0211  DYNAMIC HT  -         366.474 (meters)    1202.34  (feet)  COMP
 HD0211  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 HD0211
 HD0211  VERT ORDER  -  FIRST     CLASS II
 HD0211
 HD0211.The horizontal coordinates were scaled from a topographic map and have
 HD0211.an estimated accuracy of +/- 6 seconds.
 HD0211
 HD0211.The orthometric height was determined by differential leveling
 HD0211.and adjusted by the National Geodetic Survey in June 1991..
 HD0211
 HD0211.The geoid height was determined by GEOID03.
 HD0211
 HD0211.The dynamic height is computed by dividing the NAVD 88
 HD0211.geopotential number by the normal gravity value computed on the
 HD0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0211.degrees latitude (g = 980.6199 gals.).
 HD0211
 HD0211.The modeled gravity was interpolated from observed gravity values.
 HD0211
 HD0211;                    North         East    Units  Estimated Accuracy
 HD0211;SPC MO C     -   145,440.      537,880.      MT  (+/- 180 meters Scaled)
 HD0211
 HD0211                          SUPERSEDED SURVEY CONTROL
 HD0211
 HD0211  NGVD 29 (??/??/92)  366.608  (m)         1202.78   (f) ADJ UNCH    1 2
 HD0211
 HD0211.Superseded values are not recommended for survey control.
 HD0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0211.See file dsdata.txt to determine how the superseded data were derived.
 HD0211
 HD0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB822111(NAD 83)
 HD0211_MARKER: DB = BENCH MARK DISK
 HD0211_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HD0211_SP_SET: ABUTMENT
 HD0211_STAMPING: L 33 1934
 HD0211_MARK LOGO: CGS   
 HD0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0211
 HD0211  HISTORY     - Date     Condition        Report By
 HD0211  HISTORY     - 1934     MONUMENTED       CGS
 HD0211  HISTORY     - 1935     GOOD             NGS
 HD0211  HISTORY     - 1977     GOOD             NGS
 HD0211  HISTORY     - 1977     GOOD             NGS
 HD0211  HISTORY     - 19890718 GOOD             NGS
 HD0211
 HD0211                          STATION DESCRIPTION
 HD0211
 HD0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0211'2.6 MI N FROM CABOOL.
 HD0211'2.6 MILES NORTH ALONG U.S. HIGHWAY 63 FROM CABOOL, TEXAS COUNTY,
 HD0211'AT BRIDGE F 420 OVER POTTERS CREEK, IN THE TOP OF THE NORTH END OF
 HD0211'THE EAST ABUTMENT, AND 12 FEET NORTHEAST OF THE CENTERLINE OF THE
 HD0211'HIGHWAY.  A STANDARD DISK, STAMPED L 33 1934.
 HD0211
 HD0211                          STATION RECOVERY (1977)
 HD0211
 HD0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0211'RECOVERED IN GOOD CONDITION.
 HD0211
 HD0211                          STATION RECOVERY (1977)
 HD0211
 HD0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0211'RECOVERED IN GOOD CONDITION.
 HD0211
 HD0211                          STATION RECOVERY (1989)
 HD0211
 HD0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0211'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.4 KM (1.5
 HD0211'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 63 FROM ITS NORTH JUNCTION WITH
 HD0211'U.S. HIGHWAY 60 BUSINESS IN CABOOL, THENCE 0.3 KM (0.2 MI) EAST
 HD0211'ALONG COUNTY ROAD 4706, IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE
 HD0211'NORTH END OF THE EAST CONCRETE ABUTMENT OF A ROAD BRIDGE SPANNING
 HD0211'POTTER CREEK, 3.7 M (12.1 FT) NORTH OF THE CENTER OF THE ROAD, AND
 HD0211'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1003 ***********************************************************************
 KD1003  DESIGNATION -  L 330
 KD1003  PID         -  KD1003
 KD1003  STATE/COUNTY-  MO/HOWARD
 KD1003  USGS QUAD   -  FRANKLIN (1971)
 KD1003
 KD1003                         *CURRENT SURVEY CONTROL
 KD1003  ___________________________________________________________________
 KD1003* NAD 83(1986)-  39 04 37.     (N)    092 50 31.     (W)     SCALED    
 KD1003* NAVD 88     -       251.287  (meters)     824.43   (feet)  ADJUSTED  
 KD1003  ___________________________________________________________________
 KD1003  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD1003  DYNAMIC HT  -         251.129 (meters)     823.91  (feet)  COMP
 KD1003  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 KD1003
 KD1003  VERT ORDER  -  FIRST     CLASS II
 KD1003
 KD1003.The horizontal coordinates were scaled from a topographic map and have
 KD1003.an estimated accuracy of +/- 6 seconds.
 KD1003
 KD1003.The orthometric height was determined by differential leveling
 KD1003.and adjusted by the National Geodetic Survey in June 1991..
 KD1003
 KD1003.The geoid height was determined by GEOID03.
 KD1003
 KD1003.The dynamic height is computed by dividing the NAVD 88
 KD1003.geopotential number by the normal gravity value computed on the
 KD1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD1003.degrees latitude (g = 980.6199 gals.).
 KD1003
 KD1003.The modeled gravity was interpolated from observed gravity values.
 KD1003
 KD1003;                    North         East    Units  Estimated Accuracy
 KD1003;SPC MO C     -   360,030.      470,410.      MT  (+/- 180 meters Scaled)
 KD1003
 KD1003                          SUPERSEDED SURVEY CONTROL
 KD1003
 KD1003.No superseded survey control is available for this station.
 KD1003
 KD1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD136253(NAD 83)
 KD1003_MARKER: I = METAL ROD
 KD1003_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD1003_SP_SET: STAINLESS STEEL ROD
 KD1003_STAMPING: L 330 1986
 KD1003_MARK LOGO: NGS   
 KD1003_PROJECTION: FLUSH
 KD1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1003_ROD/PIPE-DEPTH: 11.0 meters
 KD1003
 KD1003  HISTORY     - Date     Condition        Report By
 KD1003  HISTORY     - 1986     MONUMENTED       NGS
 KD1003
 KD1003                          STATION DESCRIPTION
 KD1003
 KD1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD1003'IN BOONSBORO.
 KD1003'IN BOONESBORO, AT THE INTERSECTION OF STATE HIGHWAY 87 AND COUNTY ROAD
 KD1003'J, 10.8 M (35.4 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE ROAD, 9.6
 KD1003'M (31.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.4 M (11.2 FT)
 KD1003'EAST-SOUTHEAST OF A UTILITY POLE WITH 3 GUY WIRES, AND 0.3 M (1.0 FT)
 KD1003'WEST OF THE MOST WESTERLY 1 OF 3 GUY WIRE ANCHORS.  NOTE--ACCESS TO
 KD1003'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KD1003'THE MARK IS 0.2 METERS  SSW FROM  A WITNESS POST
 KD1003'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2434 ***********************************************************************
 JD2434  DESIGNATION -  L 331
 JD2434  PID         -  JD2434
 JD2434  STATE/COUNTY-  MO/MONITEAU
 JD2434  USGS QUAD   -  JAMESTOWN (1969)
 JD2434
 JD2434                         *CURRENT SURVEY CONTROL
 JD2434  ___________________________________________________________________
 JD2434* NAD 83(1986)-  38 50 12.     (N)    092 28 22.     (W)     SCALED    
 JD2434* NAVD 88     -       241.412  (meters)     792.03   (feet)  ADJUSTED  
 JD2434  ___________________________________________________________________
 JD2434  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JD2434  DYNAMIC HT  -         241.252 (meters)     791.51  (feet)  COMP
 JD2434  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 JD2434
 JD2434  VERT ORDER  -  FIRST     CLASS II
 JD2434
 JD2434.The horizontal coordinates were scaled from a topographic map and have
 JD2434.an estimated accuracy of +/- 6 seconds.
 JD2434
 JD2434.The orthometric height was determined by differential leveling
 JD2434.and adjusted by the National Geodetic Survey in June 1991..
 JD2434
 JD2434.The geoid height was determined by GEOID03.
 JD2434
 JD2434.The dynamic height is computed by dividing the NAVD 88
 JD2434.geopotential number by the normal gravity value computed on the
 JD2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2434.degrees latitude (g = 980.6199 gals.).
 JD2434
 JD2434.The modeled gravity was interpolated from observed gravity values.
 JD2434
 JD2434;                    North         East    Units  Estimated Accuracy
 JD2434;SPC MO C     -   333,300.      502,360.      MT  (+/- 180 meters Scaled)
 JD2434
 JD2434                          SUPERSEDED SURVEY CONTROL
 JD2434
 JD2434.No superseded survey control is available for this station.
 JD2434
 JD2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC457987(NAD 83)
 JD2434_MARKER: I = METAL ROD
 JD2434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2434_SP_SET: STAINLESS STEEL ROD
 JD2434_STAMPING: L 331 1986
 JD2434_MARK LOGO: NGS   
 JD2434_PROJECTION: FLUSH
 JD2434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2434_ROD/PIPE-DEPTH: 4.9  meters
 JD2434
 JD2434  HISTORY     - Date     Condition        Report By
 JD2434  HISTORY     - 1986     MONUMENTED       NGS
 JD2434
 JD2434                          STATION DESCRIPTION
 JD2434
 JD2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2434'37.6 KM (23.35 MI) SE FROM BOONVILLE.
 JD2434'31.4 KM (19.5 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2434'COURTHOUSE IN BOONVILLE, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG STATE
 JD2434'HIGHWAY 179, THENCE 4.2 KM (2.6 MI) EASTERLY ALONG COUNTY ROAD P,
 JD2434'25.9 M (85.0 FT) WEST OF A UTILITY POLE, 11.8 M (36.1 FT) SOUTH OF THE
 JD2434'ROAD CENTERLINE, AND 6.9 M (22.6 FT) EAST OF THE CENTER OF A METAL
 JD2434'GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2434'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 JD2434'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2411 ***********************************************************************
 JD2411  DESIGNATION -  L 332
 JD2411  PID         -  JD2411
 JD2411  STATE/COUNTY-  MO/COLE
 JD2411  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2411
 JD2411                         *CURRENT SURVEY CONTROL
 JD2411  ___________________________________________________________________
 JD2411* NAD 83(1986)-  38 35 03.     (N)    092 12 09.     (W)     SCALED    
 JD2411* NAVD 88     -       183.335  (meters)     601.49   (feet)  ADJUSTED  
 JD2411  ___________________________________________________________________
 JD2411  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JD2411  DYNAMIC HT  -         183.211 (meters)     601.08  (feet)  COMP
 JD2411  MODELED GRAV-     979,950.7   (mgal)                       NAVD 88
 JD2411
 JD2411  VERT ORDER  -  FIRST     CLASS II
 JD2411
 JD2411.The horizontal coordinates were scaled from a topographic map and have
 JD2411.an estimated accuracy of +/- 6 seconds.
 JD2411
 JD2411.The orthometric height was determined by differential leveling
 JD2411.and adjusted by the National Geodetic Survey in June 1991..
 JD2411
 JD2411.The geoid height was determined by GEOID03.
 JD2411
 JD2411.The dynamic height is computed by dividing the NAVD 88
 JD2411.geopotential number by the normal gravity value computed on the
 JD2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2411.degrees latitude (g = 980.6199 gals.).
 JD2411
 JD2411.The modeled gravity was interpolated from observed gravity values.
 JD2411
 JD2411;                    North         East    Units  Estimated Accuracy
 JD2411;SPC MO C     -   305,310.      525,920.      MT  (+/- 180 meters Scaled)
 JD2411
 JD2411                          SUPERSEDED SURVEY CONTROL
 JD2411
 JD2411.No superseded survey control is available for this station.
 JD2411
 JD2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC694709(NAD 83)
 JD2411_MARKER: DV = VERTICAL CONTROL DISK
 JD2411_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JD2411_SP_SET: ABUTMENT
 JD2411_STAMPING: L 332 1986
 JD2411_MARK LOGO: NGS   
 JD2411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2411
 JD2411  HISTORY     - Date     Condition        Report By
 JD2411  HISTORY     - 1986     MONUMENTED       NGS
 JD2411  HISTORY     - 19860816 GOOD             NGS
 JD2411
 JD2411                          STATION DESCRIPTION
 JD2411
 JD2411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2411'IN JEFFERSON CITY.
 JD2411'IN JEFFERSON CITY, AT THE INTERSECTION OF U.S. HIGHWAY 50 AND DIX
 JD2411'ROAD, SET VERTICALLY IN THE EAST FACE OF THE SOUTH CONCRETE ABUTMENT
 JD2411'OF THE ROAD OVERPASS OF THE HIGHWAY, 7.0 M (23.0 FT) SOUTH OF THE EAST
 JD2411'BOUND HIGHWAY CENTERLINE, AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END OF
 JD2411'THE ABUTMENT.
 JD2411'THE MARK IS 1.5 M ABOVE THE GROUND.
 JD2411
 JD2411                          STATION RECOVERY (1986)
 JD2411
 JD2411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD2411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2453 ***********************************************************************
 JD2453  FBN         -  This is a Federal Base Network Control Station.
 JD2453  DESIGNATION -  L 333
 JD2453  PID         -  JD2453
 JD2453  STATE/COUNTY-  MO/COLE
 JD2453  USGS QUAD   -  HARTSBURG (1981)
 JD2453
 JD2453                         *CURRENT SURVEY CONTROL
 JD2453  ___________________________________________________________________
 JD2453* NAD 83(1997)-  38 38 20.34115(N)    092 17 05.24962(W)     ADJUSTED  
 JD2453* NAVD 88     -       178.825  (meters)     586.70   (feet)  ADJUSTED  
 JD2453  ___________________________________________________________________
 JD2453  X           -    -198,876.956 (meters)                     COMP
 JD2453  Y           -  -4,984,598.961 (meters)                     COMP
 JD2453  Z           -   3,961,183.406 (meters)                     COMP
 JD2453  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 JD2453  ELLIP HEIGHT-         146.44  (meters)          (02/11/04) GPS OBS
 JD2453  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD2453  DYNAMIC HT  -         178.706 (meters)     586.30  (feet)  COMP
 JD2453  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 JD2453
 JD2453  HORZ ORDER  -  A
 JD2453  VERT ORDER  -  FIRST     CLASS II
 JD2453  ELLP ORDER  -  FOURTH    CLASS I
 JD2453
 JD2453.The horizontal coordinates were established by GPS observations
 JD2453.and adjusted by the National Geodetic Survey in February 2004..
 JD2453
 JD2453.The orthometric height was determined by differential leveling
 JD2453.and adjusted by the National Geodetic Survey in June 1991..
 JD2453
 JD2453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2453
 JD2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2453
 JD2453.The ellipsoidal height was determined by GPS observations
 JD2453.and is referenced to NAD 83.
 JD2453
 JD2453.The geoid height was determined by GEOID03.
 JD2453
 JD2453.The dynamic height is computed by dividing the NAVD 88
 JD2453.geopotential number by the normal gravity value computed on the
 JD2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2453.degrees latitude (g = 980.6199 gals.).
 JD2453
 JD2453.The modeled gravity was interpolated from observed gravity values.
 JD2453
 JD2453;                    North         East     Units Scale Factor Converg.
 JD2453;SPC MO C     -   311,378.275   518,735.859   MT  0.99993765   +0 08 03.8
 JD2453;UTM  15      - 4,276,958.040   562,244.992   MT  0.99964771   +0 26 47.8
 JD2453
 JD2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2453!SPC MO C     -   0.99997702  x   0.99993765  =   0.99991468
 JD2453!UTM  15      -   0.99997702  x   0.99964771  =   0.99962474
 JD2453
 JD2453                          SUPERSEDED SURVEY CONTROL
 JD2453
 JD2453  NAVD 88 (02/11/04)  178.82   (m)          586.7    (f) LEVELING    3  
 JD2453
 JD2453.Superseded values are not recommended for survey control.
 JD2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2453.See file dsdata.txt to determine how the superseded data were derived.
 JD2453
 JD2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6224576958(NAD 83)
 JD2453_MARKER: I = METAL ROD
 JD2453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2453_SP_SET: STAINLESS STEEL ROD
 JD2453_STAMPING: L 333 1986
 JD2453_MARK LOGO: NGS   
 JD2453_PROJECTION: FLUSH
 JD2453_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2453+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 JD2453_ROD/PIPE-DEPTH: 8.20 meters
 JD2453
 JD2453  HISTORY     - Date     Condition        Report By
 JD2453  HISTORY     - 1986     MONUMENTED       NGS
 JD2453  HISTORY     - 20030724 GOOD             MODNR
 JD2453  HISTORY     - 20030804 GOOD             MODNR
 JD2453
 JD2453                          STATION DESCRIPTION
 JD2453
 JD2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2453'9.9 KM (6.15 MI) NW FROM JEFFERSON CITY.
 JD2453'9.9 KM (6.15 MI) NORTHWESTERLY ALONG STATE HIGHWAY 179 FROM ITS
 JD2453'JUNCTION WITH U.S. HIGHWAY 50 IN JEFFERSON CITY, 31.7 M (104.0 FT)
 JD2453'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 14.0 M (45.9 FT) NORTHEAST OF
 JD2453'THE CENTER OF THE HIGHWAY, 5.5 M (18.0 FT) NORTHWEST OF A UTILITY
 JD2453'POLE. AND 0.9 M (3.0 FT) SOUTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO
 JD2453'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JD2453'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 JD2453'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 JD2453
 JD2453                          STATION RECOVERY (2003)
 JD2453
 JD2453'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (LM)
 JD2453'RECON  BY MODNR AS DESCRIBED. OCCUPIED BY MO DEPT OF CONSERVATION FOR
 JD2453'FBN PROJECT.
 JD2453
 JD2453                          STATION RECOVERY (2003)
 JD2453
 JD2453'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 JD2453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1332 ***********************************************************************
 JC1332  DESIGNATION -  L 334
 JC1332  PID         -  JC1332
 JC1332  STATE/COUNTY-  MO/FRANKLIN
 JC1332  USGS QUAD   -  NEW HAVEN (1973)
 JC1332
 JC1332                         *CURRENT SURVEY CONTROL
 JC1332  ___________________________________________________________________
 JC1332* NAD 83(1986)-  38 35 18.     (N)    091 08 24.     (W)     SCALED    
 JC1332* NAVD 88     -       170.450  (meters)     559.22   (feet)  ADJUSTED  
 JC1332  ___________________________________________________________________
 JC1332  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JC1332  DYNAMIC HT  -         170.342 (meters)     558.86  (feet)  COMP
 JC1332  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JC1332
 JC1332  VERT ORDER  -  FIRST     CLASS II
 JC1332
 JC1332.The horizontal coordinates were scaled from a topographic map and have
 JC1332.an estimated accuracy of +/- 6 seconds.
 JC1332
 JC1332.The orthometric height was determined by differential leveling
 JC1332.and adjusted by the National Geodetic Survey in June 1991..
 JC1332
 JC1332.The geoid height was determined by GEOID03.
 JC1332
 JC1332.The dynamic height is computed by dividing the NAVD 88
 JC1332.geopotential number by the normal gravity value computed on the
 JC1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1332.degrees latitude (g = 980.6199 gals.).
 JC1332
 JC1332.The modeled gravity was interpolated from observed gravity values.
 JC1332
 JC1332;                    North         East    Units  Estimated Accuracy
 JC1332;SPC MO E     -   305,930.      194,240.      MT  (+/- 180 meters Scaled)
 JC1332
 JC1332                          SUPERSEDED SURVEY CONTROL
 JC1332
 JC1332.No superseded survey control is available for this station.
 JC1332
 JC1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC619727(NAD 83)
 JC1332_MARKER: I = METAL ROD
 JC1332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1332_SP_SET: STAINLESS STEEL ROD
 JC1332_STAMPING: L 334 1986
 JC1332_MARK LOGO: NGS   
 JC1332_PROJECTION: FLUSH
 JC1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1332_ROD/PIPE-DEPTH: 7.3  meters
 JC1332
 JC1332  HISTORY     - Date     Condition        Report By
 JC1332  HISTORY     - 1986     MONUMENTED       NGS
 JC1332
 JC1332                          STATION DESCRIPTION
 JC1332
 JC1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1332'13.7 KM (8.5 MI) WEST FROM WASHINGTON.
 JC1332'13.7 KM (8.5 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1332'WITH STATE HIGHWAY 47 IN WASHINGTON, 0.6 KM (0.35 MI) WEST OF THE
 JC1332'INTERSECTION OF STATE HIGHWAY 185, AND 13.5 M (44.3 FT) SOUTH OF THE
 JC1332'HIGHWAY CENTERLINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JC1332'5-INCH LOGO CAP.
 JC1332'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JC1332'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1357 ***********************************************************************
 JC1357  DESIGNATION -  L 335
 JC1357  PID         -  JC1357
 JC1357  STATE/COUNTY-  MO/GASCONADE
 JC1357  USGS QUAD   -  HERMANN (1985)
 JC1357
 JC1357                         *CURRENT SURVEY CONTROL
 JC1357  ___________________________________________________________________
 JC1357* NAD 83(1986)-  38 41 31.     (N)    091 26 45.     (W)     SCALED    
 JC1357* NAVD 88     -       158.693  (meters)     520.65   (feet)  ADJUSTED  
 JC1357  ___________________________________________________________________
 JC1357  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JC1357  DYNAMIC HT  -         158.588 (meters)     520.30  (feet)  COMP
 JC1357  MODELED GRAV-     979,966.2   (mgal)                       NAVD 88
 JC1357
 JC1357  VERT ORDER  -  FIRST     CLASS II
 JC1357
 JC1357.The horizontal coordinates were scaled from a topographic map and have
 JC1357.an estimated accuracy of +/- 6 seconds.
 JC1357
 JC1357.The orthometric height was determined by differential leveling
 JC1357.and adjusted by the National Geodetic Survey in June 1991..
 JC1357
 JC1357.The geoid height was determined by GEOID03.
 JC1357
 JC1357.The dynamic height is computed by dividing the NAVD 88
 JC1357.geopotential number by the normal gravity value computed on the
 JC1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1357.degrees latitude (g = 980.6199 gals.).
 JC1357
 JC1357.The modeled gravity was interpolated from observed gravity values.
 JC1357
 JC1357;                    North         East    Units  Estimated Accuracy
 JC1357;SPC MO E     -   317,660.      167,720.      MT  (+/- 180 meters Scaled)
 JC1357
 JC1357                          SUPERSEDED SURVEY CONTROL
 JC1357
 JC1357.No superseded survey control is available for this station.
 JC1357
 JC1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC351837(NAD 83)
 JC1357_MARKER: I = METAL ROD
 JC1357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1357_SP_SET: STAINLESS STEEL ROD
 JC1357_STAMPING: L 335 1986
 JC1357_MARK LOGO: NGS   
 JC1357_PROJECTION: FLUSH
 JC1357_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1357+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 JC1357_ROD/PIPE-DEPTH: 12.5 meters
 JC1357
 JC1357  HISTORY     - Date     Condition        Report By
 JC1357  HISTORY     - 1986     MONUMENTED       NGS
 JC1357  HISTORY     - 19930513 GOOD             MODNR
 JC1357
 JC1357                          STATION DESCRIPTION
 JC1357
 JC1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1357'IN HERMANN.
 JC1357'IN HERMANN, AT THE INTERSECTION OF STATE HIGHWAY 100 AND FRENE DRIVE,
 JC1357'41.2 M (135.2 FT) SOUTH OF THE DRIVE CENTER, 30.5 M (101.1 FT) NORTH
 JC1357'OF THE CENTER OF A CIRCLE DRIVEWAY, 9.6 M (31.5 FT) WEST OF THE
 JC1357'CENTERLINE OF THE HIGHWAY, AND 0.8 M (2.6 FT) NORTH OF A UTILITY POLE.
 JC1357'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JC1357'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JC1357'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JC1357
 JC1357                          STATION RECOVERY (1993)
 JC1357
 JC1357'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 JC1357'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1080 ***********************************************************************
 HC1080  DESIGNATION -  L 336
 HC1080  PID         -  HC1080
 HC1080  STATE/COUNTY-  MO/TEXAS
 HC1080  USGS QUAD   -  RAYMONDVILLE (1951)
 HC1080
 HC1080                         *CURRENT SURVEY CONTROL
 HC1080  ___________________________________________________________________
 HC1080* NAD 83(1986)-  37 20 22.     (N)    091 50 04.     (W)     SCALED    
 HC1080* NAVD 88     -       404.017  (meters)    1325.51   (feet)  ADJUSTED  
 HC1080  ___________________________________________________________________
 HC1080  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HC1080  DYNAMIC HT  -         403.687 (meters)    1324.43  (feet)  COMP
 HC1080  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 HC1080
 HC1080  VERT ORDER  -  FIRST     CLASS II
 HC1080
 HC1080.The horizontal coordinates were scaled from a topographic map and have
 HC1080.an estimated accuracy of +/- 6 seconds.
 HC1080
 HC1080.The orthometric height was determined by differential leveling
 HC1080.and adjusted by the National Geodetic Survey in June 1991..
 HC1080
 HC1080.The geoid height was determined by GEOID03.
 HC1080
 HC1080.The dynamic height is computed by dividing the NAVD 88
 HC1080.geopotential number by the normal gravity value computed on the
 HC1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1080.degrees latitude (g = 980.6199 gals.).
 HC1080
 HC1080.The modeled gravity was interpolated from observed gravity values.
 HC1080
 HC1080;                    North         East    Units  Estimated Accuracy
 HC1080;SPC MO C     -   167,330.      558,970.      MT  (+/- 180 meters Scaled)
 HC1080
 HC1080                          SUPERSEDED SURVEY CONTROL
 HC1080
 HC1080  NGVD 29 (10/05/93)  403.893  (m)         1325.11   (f) ADJUSTED    1 2
 HC1080
 HC1080.Superseded values are not recommended for survey control.
 HC1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1080.See file dsdata.txt to determine how the superseded data were derived.
 HC1080
 HC1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB032331(NAD 83)
 HC1080_MARKER: I = METAL ROD
 HC1080_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HC1080+WITH SETTING: INFORMATION.
 HC1080_SP_SET: METAL ROD DRIVEN INTO GROUND
 HC1080_STAMPING: L 336 1986
 HC1080_MARK LOGO: NGS   
 HC1080_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC1080
 HC1080  HISTORY     - Date     Condition        Report By
 HC1080  HISTORY     - 1986     MONUMENTED       NGS
 HC1080
 HC1080                          STATION DESCRIPTION
 HC1080
 HC1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1080'IN RAYMONDVILLE, AT THE INTERSECTION OF STATE HIGHWAY 137 AND COUNTY
 HC1080'ROAD B, IN A TRIANGLE SHAPED HIGHWAY DIVIDER, A METAL ROD DRIVEN 2.2
 HC1080'M AND FLUSH WITH GROUND, 16.8 M (55.1 FT) WEST OF THE CENTER OF THE
 HC1080'ROAD, 13.6 M (44.6 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD, 6.9 M
 HC1080'(22.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.0 M (3.3 FT)
 HC1080'SOUTHWEST OF UTILITY POLE NUMBER 16 WITH A GUY WIRE, AND 0.3 M (1.0
 HC1080'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS
 HC1080'HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1572 ***********************************************************************
 KE1572  DESIGNATION -  L 337
 KE1572  PID         -  KE1572
 KE1572  STATE/COUNTY-  MO/HOLT
 KE1572  USGS QUAD   -  OREGON (1959)
 KE1572
 KE1572                         *CURRENT SURVEY CONTROL
 KE1572  ___________________________________________________________________
 KE1572* NAD 83(1986)-  39 59 16.     (N)    095 11 58.     (W)     SCALED    
 KE1572* NAVD 88     -       260.459  (meters)     854.52   (feet)  ADJUSTED  
 KE1572  ___________________________________________________________________
 KE1572  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KE1572  DYNAMIC HT  -         260.314 (meters)     854.05  (feet)  COMP
 KE1572  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 KE1572
 KE1572  VERT ORDER  -  FIRST     CLASS II
 KE1572
 KE1572.The horizontal coordinates were scaled from a topographic map and have
 KE1572.an estimated accuracy of +/- 6 seconds.
 KE1572
 KE1572.The orthometric height was determined by differential leveling
 KE1572.and adjusted by the National Geodetic Survey in June 1991..
 KE1572
 KE1572.The geoid height was determined by GEOID03.
 KE1572
 KE1572.The dynamic height is computed by dividing the NAVD 88
 KE1572.geopotential number by the normal gravity value computed on the
 KE1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1572.degrees latitude (g = 980.6199 gals.).
 KE1572
 KE1572.The modeled gravity was interpolated from observed gravity values.
 KE1572
 KE1572;                    North         East    Units  Estimated Accuracy
 KE1572;SPC MO W     -   424,350.      790,260.      MT  (+/- 180 meters Scaled)
 KE1572
 KE1572                          SUPERSEDED SURVEY CONTROL
 KE1572
 KE1572.No superseded survey control is available for this station.
 KE1572
 KE1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE122287(NAD 83)
 KE1572_MARKER: I = METAL ROD
 KE1572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1572_SP_SET: STAINLESS STEEL ROD
 KE1572_STAMPING: L 337 1989
 KE1572_MARK LOGO: NGS   
 KE1572_PROJECTION: FLUSH
 KE1572_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1572+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1572_ROD/PIPE-DEPTH: 13.3 meters
 KE1572
 KE1572  HISTORY     - Date     Condition        Report By
 KE1572  HISTORY     - 1989     MONUMENTED       NGS
 KE1572
 KE1572                          STATION DESCRIPTION
 KE1572
 KE1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1572'0.8 KM (0.50 MI) NORTHWESTERLY ALONG STATE HIGHWAY 111 FROM THE POST
 KE1572'OFFICE IN FOREST CITY, 16.3 M (53.5 FT) SOUTHEAST OF THE CENTER OF A
 KE1572'DRIVEWAY LEADING SOUTHWEST TO THE BENEDICT RESIDENCE, 12.0 M (39.4
 KE1572'FT) NORTHEAST OF THE EAST CORNER OF A HOUSE, 9.3 M (30.5 FT)
 KE1572'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.4 M (14.4 FT) NORTHWEST
 KE1572'OF THE CENTER OF A DRIVEWAY, 0.8 M (2.6 FT) NORTHEAST OF UTILITY POLE
 KE1572'NUMBER F3701, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 KE1572'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1113 ***********************************************************************
 HC1113  DESIGNATION -  L 337
 HC1113  PID         -  HC1113
 HC1113  STATE/COUNTY-  MO/PHELPS
 HC1113  USGS QUAD   -  ROLLA (1992)
 HC1113
 HC1113                         *CURRENT SURVEY CONTROL
 HC1113  ___________________________________________________________________
 HC1113* NAD 83(1986)-  37 57 30.     (N)    091 46 05.     (W)     SCALED    
 HC1113* NAVD 88     -       339.516  (meters)    1113.90   (feet)  ADJUSTED  
 HC1113  ___________________________________________________________________
 HC1113  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HC1113  DYNAMIC HT  -         339.267 (meters)    1113.08  (feet)  COMP
 HC1113  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 HC1113
 HC1113  VERT ORDER  -  FIRST     CLASS II
 HC1113
 HC1113.The horizontal coordinates were scaled from a topographic map and have
 HC1113.an estimated accuracy of +/- 6 seconds.
 HC1113
 HC1113.The orthometric height was determined by differential leveling
 HC1113.and adjusted by the National Geodetic Survey in June 1991..
 HC1113
 HC1113.The geoid height was determined by GEOID03.
 HC1113
 HC1113.The dynamic height is computed by dividing the NAVD 88
 HC1113.geopotential number by the normal gravity value computed on the
 HC1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1113.degrees latitude (g = 980.6199 gals.).
 HC1113
 HC1113.The modeled gravity was interpolated from observed gravity values.
 HC1113
 HC1113;                    North         East    Units  Estimated Accuracy
 HC1113;SPC MO C     -   236,060.      564,320.      MT  (+/- 180 meters Scaled)
 HC1113
 HC1113                          SUPERSEDED SURVEY CONTROL
 HC1113
 HC1113  NGVD 29 (10/05/93)  339.469  (m)         1113.74   (f) ADJUSTED    1 2
 HC1113
 HC1113.Superseded values are not recommended for survey control.
 HC1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1113.See file dsdata.txt to determine how the superseded data were derived.
 HC1113
 HC1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC082019(NAD 83)
 HC1113_MARKER: I = METAL ROD
 HC1113_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HC1113+WITH SETTING: INFORMATION.
 HC1113_SP_SET: METAL ROD DRIVEN INTO GROUND
 HC1113_STAMPING: L 337 1986
 HC1113_MARK LOGO: NGS   
 HC1113_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1113+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 HC1113
 HC1113  HISTORY     - Date     Condition        Report By
 HC1113  HISTORY     - 1986     MONUMENTED       NGS
 HC1113  HISTORY     - 19941114 GOOD             MODNR
 HC1113  HISTORY     - 20020911 GOOD             INDIV
 HC1113
 HC1113                          STATION DESCRIPTION
 HC1113
 HC1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1113'IN ROLLA, AT THE INTERSECTION OF 18TH AND OLIVE STREETS, A METAL
 HC1113'DRIVEN 1.4 M AND FLUSH WITH GROUND, 7.0 M (23.0 FT) WEST OF THE
 HC1113'CENTER OF OLIVE STREET, 6.0 M (19.7 FT) NORTH OF THE CENTER OF 18TH
 HC1113'STREET, 0.7 M (2.3 FT) SOUTH OF A UTILITY POLE WITH A STREET LAMP,
 HC1113'0.4 M (1.3 FT) EAST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK, AND
 HC1113'0.3 M (1.0 FT) ABOVE THE LEVEL OF 18TH STREET.  NOTE--ACCESS TO DATUM
 HC1113'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HC1113
 HC1113                          STATION RECOVERY (1994)
 HC1113
 HC1113'RECOVERY NOTE BY MO DEPT OF NAT RES 1994 (BDC)
 HC1113'RECOVERED AS DESCRIBED.
 HC1113
 HC1113                          STATION RECOVERY (2002)
 HC1113
 HC1113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DJH)
 HC1113'RECOVERED AS DESCRIBED...ACCESS COVER HAS BEEN PAINTED SURVEY ORANGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2452 ***********************************************************************
 JD2452  DESIGNATION -  L 338
 JD2452  PID         -  JD2452
 JD2452  STATE/COUNTY-  MO/COLE
 JD2452  USGS QUAD   -  HARTSBURG (1981)
 JD2452
 JD2452                         *CURRENT SURVEY CONTROL
 JD2452  ___________________________________________________________________
 JD2452* NAD 83(1997)-  38 38 43.83967(N)    092 17 48.73853(W)     ADJUSTED  
 JD2452* NAVD 88     -       172.175  (meters)     564.88   (feet)  ADJUSTED  
 JD2452  ___________________________________________________________________
 JD2452  X           -    -199,909.562 (meters)                     COMP
 JD2452  Y           -  -4,984,099.589 (meters)                     COMP
 JD2452  Z           -   3,961,745.205 (meters)                     COMP
 JD2452  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 JD2452  ELLIP HEIGHT-         139.77  (meters)          (02/17/00) GPS OBS
 JD2452  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JD2452  DYNAMIC HT  -         172.062 (meters)     564.51  (feet)  COMP
 JD2452  MODELED GRAV-     979,964.6   (mgal)                       NAVD 88
 JD2452
 JD2452  HORZ ORDER  -  THIRD
 JD2452  VERT ORDER  -  FIRST     CLASS II
 JD2452  ELLP ORDER  -  FOURTH    CLASS I
 JD2452
 JD2452.The horizontal coordinates were established by GPS observations
 JD2452.and adjusted by the National Geodetic Survey in February 2000..
 JD2452
 JD2452.The orthometric height was determined by differential leveling
 JD2452.and adjusted by the National Geodetic Survey in June 1991..
 JD2452
 JD2452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2452
 JD2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2452
 JD2452.The ellipsoidal height was determined by GPS observations
 JD2452.and is referenced to NAD 83.
 JD2452
 JD2452.The geoid height was determined by GEOID03.
 JD2452
 JD2452.The dynamic height is computed by dividing the NAVD 88
 JD2452.geopotential number by the normal gravity value computed on the
 JD2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2452.degrees latitude (g = 980.6199 gals.).
 JD2452
 JD2452.The modeled gravity was interpolated from observed gravity values.
 JD2452
 JD2452;                    North         East     Units Scale Factor Converg.
 JD2452;SPC MO C     -   312,100.425   517,682.557   MT  0.99993718   +0 07 36.7
 JD2452;UTM  15      - 4,277,674.231   561,188.078   MT  0.99964610   +0 26 20.8
 JD2452
 JD2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2452!SPC MO C     -   0.99997807  x   0.99993718  =   0.99991525
 JD2452!UTM  15      -   0.99997807  x   0.99964610  =   0.99962418
 JD2452
 JD2452                          SUPERSEDED SURVEY CONTROL
 JD2452
 JD2452  NAD 83(1986)-  38 38 43.85101(N)    092 17 48.74284(W) AD(       ) 3
 JD2452  NGVD 29 (10/04/91)  172.08   (m)          564.6    (f) LEVELING    3  
 JD2452
 JD2452.Superseded values are not recommended for survey control.
 JD2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2452.See file dsdata.txt to determine how the superseded data were derived.
 JD2452
 JD2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC6118877674(NAD 83)
 JD2452_MARKER: I = METAL ROD
 JD2452_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JD2452_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JD2452_STAMPING: L 338 1986
 JD2452_MARK LOGO: NGS   
 JD2452_PROJECTION: FLUSH
 JD2452_MAGNETIC: I = MARKER IS A STEEL ROD
 JD2452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2452+STABILITY: POSITION/ELEVATION WELL
 JD2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2452+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1991
 JD2452_ROD/PIPE-DEPTH: 15.8 meters
 JD2452
 JD2452  HISTORY     - Date     Condition        Report By
 JD2452  HISTORY     - 1986     MONUMENTED       NGS
 JD2452  HISTORY     - 19910503 GOOD             NGS
 JD2452
 JD2452                          STATION DESCRIPTION
 JD2452
 JD2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2452'11.1 KM (6.9 MI) NW FROM JEFFERSON CITY.
 JD2452'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 JD2452'11.1 KM (6.9 MI) NORTHWESTERLY ALONG STATE HIGHWAY 179 FROM ITS
 JD2452'JUNCTION WITH U.S. HIGHWAY 50 IN JEFFERSON CITY, 12.5 M (41.0 FT)
 JD2452'NORTH OF THE HIGHWAY CENTERLINE, 7.5 M (24.6 FT) EAST OF THE CENTER OF
 JD2452'A FIELD ENTRANCE AND GATE, AND 7.4 M (24.3 FT) NORTHEAST OF THE EAST
 JD2452'END OF AN 18-INCH DRAIN PIPE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JD2452'THROUGH A 5-INCH LOGO CAP.
 JD2452'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 JD2452
 JD2452                          STATION RECOVERY (1991)
 JD2452
 JD2452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JD2452'STATION IS LOCATED ABOUT 10 KM (6.2 MI) WEST-NORTHWEST OF JEFFERSON
 JD2452'CITY, ALONG STATE HIGHWAY 179, AT A FIELD ENTRANCE TO A PASTURE, ON
 JD2452'ROAD RIGHT-OF WAY.  OWNERSHIP--STATE OF MISSOURI DEPARTMENT OF
 JD2452'TRANSPORTATION.
 JD2452'TO REACH FROM THE OVERPASS AT THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD2452'STATE ROUTE 179 ON THE WEST SIDE OF JEFFERSON CITY, GO NORTHWEST ON
 JD2452'ROUTE 179 FOR 3.89 KM (2.42 MI) TO A RAILROAD CROSSING.  CONTINUE
 JD2452'AHEAD FOR 5.08 KM (3.16 MI) TO A ROAD ON THE RIGHT LEADING TO THE
 JD2452'MISSOURI CORRECTIONAL CENTER.  CONTINUE AHEAD FOR 2.15 KM (1.34 MI)
 JD2452'TO THE STATION ON THE RIGHT JUST BEFORE STARTING UP A HILL.
 JD2452'STATION IS 12.3 M (40.4 FT) NORTH OF AND LEVEL WITH THE HIGHWAY
 JD2452'CENTER, 7.5 M (24.6 FT) EAST OF CENTER OF PIPE GATE AT FIELD
 JD2452'ENTRANCE, AND 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS WITNESS POST SET
 JD2452'IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1316 ***********************************************************************
 JC1316  DESIGNATION -  L 339
 JC1316  PID         -  JC1316
 JC1316  STATE/COUNTY-  MO/FRANKLIN
 JC1316  USGS QUAD   -  WASHINGTON EAST (1972)
 JC1316
 JC1316                         *CURRENT SURVEY CONTROL
 JC1316  ___________________________________________________________________
 JC1316* NAD 83(1986)-  38 31 16.     (N)    090 55 37.     (W)     SCALED    
 JC1316* NAVD 88     -       198.779  (meters)     652.16   (feet)  ADJUSTED  
 JC1316  ___________________________________________________________________
 JC1316  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JC1316  DYNAMIC HT  -         198.650 (meters)     651.74  (feet)  COMP
 JC1316  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 JC1316
 JC1316  VERT ORDER  -  FIRST     CLASS II
 JC1316
 JC1316.The horizontal coordinates were scaled from a topographic map and have
 JC1316.an estimated accuracy of +/- 6 seconds.
 JC1316
 JC1316.The orthometric height was determined by differential leveling
 JC1316.and adjusted by the National Geodetic Survey in June 1991..
 JC1316
 JC1316.The geoid height was determined by GEOID03.
 JC1316
 JC1316.The dynamic height is computed by dividing the NAVD 88
 JC1316.geopotential number by the normal gravity value computed on the
 JC1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1316.degrees latitude (g = 980.6199 gals.).
 JC1316
 JC1316.The modeled gravity was interpolated from observed gravity values.
 JC1316
 JC1316;                    North         East    Units  Estimated Accuracy
 JC1316;SPC MO E     -   298,360.      212,770.      MT  (+/- 180 meters Scaled)
 JC1316
 JC1316                          SUPERSEDED SURVEY CONTROL
 JC1316
 JC1316.No superseded survey control is available for this station.
 JC1316
 JC1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC807656(NAD 83)
 JC1316_MARKER: DB = BENCH MARK DISK
 JC1316_SETTING: 66 = SET IN ROCK OUTCROP
 JC1316_SP_SET: ROCK OUTCROP
 JC1316_STAMPING: L 339 1986
 JC1316_MARK LOGO: NGS   
 JC1316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1316+STABILITY: POSITION/ELEVATION WELL
 JC1316
 JC1316  HISTORY     - Date     Condition        Report By
 JC1316  HISTORY     - 1986     MONUMENTED       NGS
 JC1316
 JC1316                          STATION DESCRIPTION
 JC1316
 JC1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1316'7.3 KM (4.55 MI) EAST FROM WASHINGTON.
 JC1316'7.3 KM (4.55 MI) EASTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1316'WITH STATE HIGHWAY 47 IN WASHINGTON, 0.1 KM (0.05 MI) WEST OF THE
 JC1316'INTERSECTION OF JONES LANE, NEAR THE CENTER OF THE EASTERN 1/4 OF A
 JC1316'280 FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 11.0 M (36.1 FT) WEST
 JC1316'OF THE EAST END OF THE CUT, AND 10.8 M (35.4 FT) SOUTH OF THE HIGHWAY
 JC1316'CENTERLINE.
 JC1316'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1590 ***********************************************************************
 KE1590  DESIGNATION -  L 340
 KE1590  PID         -  KE1590
 KE1590  STATE/COUNTY-  MO/BUCHANAN
 KE1590  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE1590
 KE1590                         *CURRENT SURVEY CONTROL
 KE1590  ___________________________________________________________________
 KE1590* NAD 83(1986)-  39 47 57.     (N)    094 50 42.     (W)     SCALED    
 KE1590* NAVD 88     -       277.772  (meters)     911.32   (feet)  ADJUSTED  
 KE1590  ___________________________________________________________________
 KE1590  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KE1590  DYNAMIC HT  -         277.610 (meters)     910.79  (feet)  COMP
 KE1590  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 KE1590
 KE1590  VERT ORDER  -  FIRST     CLASS II
 KE1590
 KE1590.The horizontal coordinates were scaled from a topographic map and have
 KE1590.an estimated accuracy of +/- 6 seconds.
 KE1590
 KE1590.The orthometric height was determined by differential leveling
 KE1590.and adjusted by the National Geodetic Survey in June 1991..
 KE1590
 KE1590.The geoid height was determined by GEOID03.
 KE1590
 KE1590.The dynamic height is computed by dividing the NAVD 88
 KE1590.geopotential number by the normal gravity value computed on the
 KE1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1590.degrees latitude (g = 980.6199 gals.).
 KE1590
 KE1590.The modeled gravity was interpolated from observed gravity values.
 KE1590
 KE1590;                    North         East    Units  Estimated Accuracy
 KE1590;SPC MO W     -   403,230.      820,460.      MT  (+/- 180 meters Scaled)
 KE1590
 KE1590                          SUPERSEDED SURVEY CONTROL
 KE1590
 KE1590.No superseded survey control is available for this station.
 KE1590
 KE1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE420070(NAD 83)
 KE1590_MARKER: I = METAL ROD
 KE1590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1590_SP_SET: STAINLESS STEEL ROD
 KE1590_STAMPING: L 340 1989
 KE1590_MARK LOGO: NGS   
 KE1590_PROJECTION: FLUSH
 KE1590_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1590+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1590_ROD/PIPE-DEPTH: 9.2  meters
 KE1590
 KE1590  HISTORY     - Date     Condition        Report By
 KE1590  HISTORY     - 1989     MONUMENTED       NGS
 KE1590
 KE1590                          STATION DESCRIPTION
 KE1590
 KE1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1590'IN ST JOSEPH, AT THE INTERSECTION OF ST JOSEPH AVENUE AND KRUG PARK,
 KE1590'28.4 M (93.2 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 KE1590'THE AVENUE, 19.1 M (62.7 FT) NORTH OF THE NORTHEAST CORNER OF A
 KE1590'GARAGE AT 3710 ST JOSEPH AVENUE, 17.7 M (58.1 FT) EAST OF A UTILITY
 KE1590'LIGHT POLE, 8.7 M (28.5 FT) SOUTH OF THE CENTER OF KRUG PARK, AND
 KE1590'LEVEL WITH KRUG PARK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KE1590'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1758 ***********************************************************************
 JC1758  DESIGNATION -  L 340
 JC1758  PID         -  JC1758
 JC1758  STATE/COUNTY-  MO/OSAGE
 JC1758  USGS QUAD   -  FREEBURG (1981)
 JC1758
 JC1758                         *CURRENT SURVEY CONTROL
 JC1758  ___________________________________________________________________
 JC1758* NAD 83(1986)-  38 21 40.     (N)    091 55 31.     (W)     SCALED    
 JC1758* NAVD 88     -       278.777  (meters)     914.62   (feet)  ADJUSTED  
 JC1758  ___________________________________________________________________
 JC1758  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JC1758  DYNAMIC HT  -         278.582 (meters)     913.98  (feet)  COMP
 JC1758  MODELED GRAV-     979,925.0   (mgal)                       NAVD 88
 JC1758
 JC1758  VERT ORDER  -  FIRST     CLASS II
 JC1758
 JC1758.The horizontal coordinates were scaled from a topographic map and have
 JC1758.an estimated accuracy of +/- 6 seconds.
 JC1758
 JC1758.The orthometric height was determined by differential leveling
 JC1758.and adjusted by the National Geodetic Survey in June 1991..
 JC1758
 JC1758.The geoid height was determined by GEOID03.
 JC1758
 JC1758.The dynamic height is computed by dividing the NAVD 88
 JC1758.geopotential number by the normal gravity value computed on the
 JC1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1758.degrees latitude (g = 980.6199 gals.).
 JC1758
 JC1758.The modeled gravity was interpolated from observed gravity values.
 JC1758
 JC1758;                    North         East    Units  Estimated Accuracy
 JC1758;SPC MO C     -   280,670.      550,230.      MT  (+/- 180 meters Scaled)
 JC1758
 JC1758                          SUPERSEDED SURVEY CONTROL
 JC1758
 JC1758  NGVD 29 (10/05/93)  278.752  (m)          914.54   (f) ADJUSTED    1 2
 JC1758
 JC1758.Superseded values are not recommended for survey control.
 JC1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1758.See file dsdata.txt to determine how the superseded data were derived.
 JC1758
 JC1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC938464(NAD 83)
 JC1758_MARKER: DV = VERTICAL CONTROL DISK
 JC1758_SETTING: 66 = SET IN ROCK OUTCROP
 JC1758_SP_SET: IN A DRILL HOLE IN BEDROCK
 JC1758_STAMPING: L 340 1986
 JC1758_MARK LOGO: NGS   
 JC1758_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1758+STABILITY: POSITION/ELEVATION WELL
 JC1758
 JC1758  HISTORY     - Date     Condition        Report By
 JC1758  HISTORY     - 1986     MONUMENTED       NGS
 JC1758
 JC1758                          STATION DESCRIPTION
 JC1758
 JC1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1758'12.7 KM (7.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC1758'WITH COUNTY ROAD 511 IN WESTPHALIA, IN A 3.0 BY 5.0 FOOT AREA OF
 JC1758'OUTCROPPING BEDROCK THAT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 JC1758'SURFACE, 0.2 KM (0.10 MI) SOUTH OF THE INTERSECTION OF COUNTY ROAD
 JC1758'632, 45.0 M (147.6 FT) SOUTH OF THE SOUTHEAST CORNER OF AN ABANDONED
 JC1758'TWO STORY HOUSE, 8.6 M (28.2 FT) EAST OF A FENCE, 7.2 M (23.6 FT)
 JC1758'NORTH OF THE SOUTH END OF A HIGHWAY CUT, 1.0 M (3.3 FT) BELOW THE
 JC1758'LEVEL OF THE HIGHWAY, AND 7.0 M (23.0 FT) WEST OF THE CENTERLINE OF
 JC1758'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1618 ***********************************************************************
 KE1618  DESIGNATION -  L 341
 KE1618  PID         -  KE1618
 KE1618  STATE/COUNTY-  MO/PLATTE
 KE1618  USGS QUAD   -  WESTON (1984)
 KE1618
 KE1618                         *CURRENT SURVEY CONTROL
 KE1618  ___________________________________________________________________
 KE1618* NAD 83(1986)-  39 26 10.     (N)    094 55 31.     (W)     SCALED    
 KE1618* NAVD 88     -       270.144  (meters)     886.30   (feet)  ADJUSTED  
 KE1618  ___________________________________________________________________
 KE1618  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KE1618  DYNAMIC HT  -         269.977 (meters)     885.75  (feet)  COMP
 KE1618  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 KE1618
 KE1618  VERT ORDER  -  FIRST     CLASS II
 KE1618
 KE1618.The horizontal coordinates were scaled from a topographic map and have
 KE1618.an estimated accuracy of +/- 6 seconds.
 KE1618
 KE1618.The orthometric height was determined by differential leveling
 KE1618.and adjusted by the National Geodetic Survey in June 1991..
 KE1618
 KE1618.The geoid height was determined by GEOID03.
 KE1618
 KE1618.The dynamic height is computed by dividing the NAVD 88
 KE1618.geopotential number by the normal gravity value computed on the
 KE1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1618.degrees latitude (g = 980.6199 gals.).
 KE1618
 KE1618.The modeled gravity was interpolated from observed gravity values.
 KE1618
 KE1618;                    North         East    Units  Estimated Accuracy
 KE1618;SPC MO W     -   362,950.      813,390.      MT  (+/- 180 meters Scaled)
 KE1618
 KE1618                          SUPERSEDED SURVEY CONTROL
 KE1618
 KE1618.No superseded survey control is available for this station.
 KE1618
 KE1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD343669(NAD 83)
 KE1618_MARKER: I = METAL ROD
 KE1618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1618_SP_SET: STAINLESS STEEL ROD
 KE1618_STAMPING: L 341 1989
 KE1618_MARK LOGO: NGS   
 KE1618_PROJECTION: FLUSH
 KE1618_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1618+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 KE1618_ROD/PIPE-DEPTH: 7.0  meters
 KE1618
 KE1618  HISTORY     - Date     Condition        Report By
 KE1618  HISTORY     - 1989     MONUMENTED       NGS
 KE1618  HISTORY     - 20050704 GOOD             GEOCAC
 KE1618
 KE1618                          STATION DESCRIPTION
 KE1618
 KE1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1618'2.7 KM (1.70 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM ITS JUNCTION
 KE1618'WITH STATE HIGHWAY H IN WESTON, 12.8 M (42.0 FT) NORTH OF THE
 KE1618'CENTERLINE OF THE HIGHWAY, 7.4 M (24.3 FT) WEST OF THE CENTER OF A
 KE1618'GRAVELED DRIVEWAY LEADING NORTHEAST, 1.2 KM (0.75 MI) ABOVE THE LEVEL
 KE1618'OF THE HIGHWAY, 1.1 M (3.6 FT) WEST OF UTILITY POLE NUMBER 3G5, AND
 KE1618'0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT
 KE1618'IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1618
 KE1618                          STATION RECOVERY (2005)
 KE1618
 KE1618'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1618'HANDHELD GPS COORDINATES N39 25 48.0 W94 54 38.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1457 ***********************************************************************
 LF1457  DESIGNATION -  L 342
 LF1457  PID         -  LF1457
 LF1457  STATE/COUNTY-  MO/ATCHISON
 LF1457  USGS QUAD   -  FAIRFAX (1981)
 LF1457
 LF1457                         *CURRENT SURVEY CONTROL
 LF1457  ___________________________________________________________________
 LF1457* NAD 83(1986)-  40 15 55.     (N)    095 28 27.     (W)     SCALED    
 LF1457* NAVD 88     -       266.945  (meters)     875.80   (feet)  ADJUSTED  
 LF1457  ___________________________________________________________________
 LF1457  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LF1457  DYNAMIC HT  -         266.801 (meters)     875.33  (feet)  COMP
 LF1457  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 LF1457
 LF1457  VERT ORDER  -  FIRST     CLASS II
 LF1457
 LF1457.The horizontal coordinates were scaled from a topographic map and have
 LF1457.an estimated accuracy of +/- 6 seconds.
 LF1457
 LF1457.The orthometric height was determined by differential leveling
 LF1457.and adjusted by the National Geodetic Survey in June 1991..
 LF1457
 LF1457.The geoid height was determined by GEOID03.
 LF1457
 LF1457.The dynamic height is computed by dividing the NAVD 88
 LF1457.geopotential number by the normal gravity value computed on the
 LF1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1457.degrees latitude (g = 980.6199 gals.).
 LF1457
 LF1457.The modeled gravity was interpolated from observed gravity values.
 LF1457
 LF1457;                    North         East    Units  Estimated Accuracy
 LF1457;SPC MO W     -   455,380.      767,140.      MT  (+/- 180 meters Scaled)
 LF1457
 LF1457                          SUPERSEDED SURVEY CONTROL
 LF1457
 LF1457.No superseded survey control is available for this station.
 LF1457
 LF1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE896601(NAD 83)
 LF1457_MARKER: I = METAL ROD
 LF1457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1457_SP_SET: STAINLESS STEEL ROD
 LF1457_STAMPING: L 342 1989
 LF1457_MARK LOGO: NGS   
 LF1457_PROJECTION: FLUSH
 LF1457_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1457+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1457_ROD/PIPE-DEPTH: 29.0 meters
 LF1457
 LF1457  HISTORY     - Date     Condition        Report By
 LF1457  HISTORY     - 1989     MONUMENTED       NGS
 LF1457
 LF1457                          STATION DESCRIPTION
 LF1457
 LF1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1457'2.4 KM (1.50 MI) NORTHWESTERLY ALONG STATE HIGHWAY 111 FROM ITS
 LF1457'JUNCTION WITH STATE HIGHWAY W IN CORNING, 0.2 KM (0.10 MI) NORTHWEST
 LF1457'OF THE ATCHISON-HOLT COUNTY LINE, 48.1 M (157.8 FT) SOUTHEAST OF THE
 LF1457'CENTER OF A GRAVELED ROAD LEADING NORTH, 9.0 M (29.5 FT) NORTHEAST OF
 LF1457'THE CENTER OF THE HIGHWAY, 1.5 M (4.9 FT) NORTHWEST OF UTILITY POLE
 LF1457'NUMBER 75, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND LEVEL WITH
 LF1457'THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LF1457'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1483 ***********************************************************************
 HD1483  DESIGNATION -  L 343
 HD1483  PID         -  HD1483
 HD1483  STATE/COUNTY-  MO/GREENE
 HD1483  USGS QUAD   -  SPRINGFIELD (1975)
 HD1483
 HD1483                         *CURRENT SURVEY CONTROL
 HD1483  ___________________________________________________________________
 HD1483* NAD 83(1986)-  37 12 44.     (N)    093 20 49.     (W)     SCALED    
 HD1483* NAVD 88     -       379.619  (meters)    1245.47   (feet)  ADJUSTED  
 HD1483  ___________________________________________________________________
 HD1483  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HD1483  DYNAMIC HT  -         379.313 (meters)    1244.46  (feet)  COMP
 HD1483  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 HD1483
 HD1483  VERT ORDER  -  FIRST     CLASS II
 HD1483
 HD1483.The horizontal coordinates were scaled from a topographic map and have
 HD1483.an estimated accuracy of +/- 6 seconds.
 HD1483
 HD1483.The orthometric height was determined by differential leveling
 HD1483.and adjusted by the National Geodetic Survey in June 1991..
 HD1483
 HD1483.The geoid height was determined by GEOID03.
 HD1483
 HD1483.The dynamic height is computed by dividing the NAVD 88
 HD1483.geopotential number by the normal gravity value computed on the
 HD1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1483.degrees latitude (g = 980.6199 gals.).
 HD1483
 HD1483.The modeled gravity was interpolated from observed gravity values.
 HD1483
 HD1483;                    North         East    Units  Estimated Accuracy
 HD1483;SPC MO C     -   153,340.      424,830.      MT  (+/- 180 meters Scaled)
 HD1483
 HD1483                          SUPERSEDED SURVEY CONTROL
 HD1483
 HD1483  NGVD 29 (10/05/93)  379.471  (m)         1244.98   (f) ADJUSTED    1 2
 HD1483
 HD1483.Superseded values are not recommended for survey control.
 HD1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1483.See file dsdata.txt to determine how the superseded data were derived.
 HD1483
 HD1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB692184(NAD 83)
 HD1483_MARKER: I = METAL ROD
 HD1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1483_SP_SET: STAINLESS STEEL ROD
 HD1483_STAMPING: L 343 1989
 HD1483_MARK LOGO: NGS   
 HD1483_PROJECTION: FLUSH
 HD1483_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1483+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1483_ROD/PIPE-DEPTH: 5.8  meters
 HD1483
 HD1483  HISTORY     - Date     Condition        Report By
 HD1483  HISTORY     - 1989     MONUMENTED       NGS
 HD1483  HISTORY     - 1991     GOOD             USPSQD
 HD1483
 HD1483                          STATION DESCRIPTION
 HD1483
 HD1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1483'IN SPRINGFIELD, AT 3411 WEST CHESTNUT EXPRESSWAY, 35.9 M (117.8 FT)
 HD1483'SOUTH OF THE SOUTHWEST CORNER OF A BUILDING AT 3411 WEST CHESTNUT
 HD1483'EXPRESSWAY, 14.6 M (47.9 FT) EAST OF THE CENTER OF A DRIVEWAY, 9.6 M
 HD1483'(31.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 HD1483'EXPRESSWAY, 8.7 M (28.5 FT) WEST OF THE CENTER OF A DRIVEWAY, 1.7 M
 HD1483'(5.6 FT) EAST OF UTILITY POLE NUMBER 5702 1/2, 0.3 M (1.0 FT) SOUTH
 HD1483'OF A FENCE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE EXPRESSWAY.
 HD1483'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HD1483
 HD1483                          STATION RECOVERY (1991)
 HD1483
 HD1483'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDM)
 HD1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1500 ***********************************************************************
 HD1500  DESIGNATION -  L 344
 HD1500  PID         -  HD1500
 HD1500  STATE/COUNTY-  MO/CHRISTIAN
 HD1500  USGS QUAD   -  BILLINGS (1975)
 HD1500
 HD1500                         *CURRENT SURVEY CONTROL
 HD1500  ___________________________________________________________________
 HD1500* NAD 83(1986)-  37 03 06.     (N)    093 34 22.     (W)     SCALED    
 HD1500* NAVD 88     -       402.866  (meters)    1321.74   (feet)  ADJUSTED  
 HD1500  ___________________________________________________________________
 HD1500  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HD1500  DYNAMIC HT  -         402.531 (meters)    1320.64  (feet)  COMP
 HD1500  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 HD1500
 HD1500  VERT ORDER  -  FIRST     CLASS II
 HD1500
 HD1500.The horizontal coordinates were scaled from a topographic map and have
 HD1500.an estimated accuracy of +/- 6 seconds.
 HD1500
 HD1500.The orthometric height was determined by differential leveling
 HD1500.and adjusted by the National Geodetic Survey in June 1991..
 HD1500
 HD1500.The geoid height was determined by GEOID03.
 HD1500
 HD1500.The dynamic height is computed by dividing the NAVD 88
 HD1500.geopotential number by the normal gravity value computed on the
 HD1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1500.degrees latitude (g = 980.6199 gals.).
 HD1500
 HD1500.The modeled gravity was interpolated from observed gravity values.
 HD1500
 HD1500;                    North         East    Units  Estimated Accuracy
 HD1500;SPC MO C     -   135,720.      404,580.      MT  (+/- 180 meters Scaled)
 HD1500
 HD1500                          SUPERSEDED SURVEY CONTROL
 HD1500
 HD1500  NGVD 29 (10/05/93)  402.702  (m)         1321.20   (f) ADJUSTED    1 2
 HD1500
 HD1500.Superseded values are not recommended for survey control.
 HD1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1500.See file dsdata.txt to determine how the superseded data were derived.
 HD1500
 HD1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB490007(NAD 83)
 HD1500_MARKER: I = METAL ROD
 HD1500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1500_SP_SET: STAINLESS STEEL ROD
 HD1500_STAMPING: L 344 1989
 HD1500_MARK LOGO: NGS   
 HD1500_PROJECTION: FLUSH
 HD1500_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1500+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1500_ROD/PIPE-DEPTH: 5.8  meters
 HD1500
 HD1500  HISTORY     - Date     Condition        Report By
 HD1500  HISTORY     - 1989     MONUMENTED       NGS
 HD1500
 HD1500                          STATION DESCRIPTION
 HD1500
 HD1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1500'2.5 KM (1.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1500'WITH STATE HIGHWAY 14 IN BILLINGS, 76.5 M (251.0 FT) SOUTH OF THE
 HD1500'CENTERLINE OF THE HIGHWAY, 17.4 M (57.1 FT) EAST OF THE CENTERLINE OF
 HD1500'STATE HIGHWAY 13, 3.5 M (11.5 FT) NORTHEAST OF A FENCE CORNER, 0.3 M
 HD1500'(1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 HD1500'ABOVE THE LEVEL OF THE STATE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS
 HD1500'HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1647 ***********************************************************************
 KE1647  DESIGNATION -  L 345
 KE1647  PID         -  KE1647
 KE1647  STATE/COUNTY-  MO/PLATTE
 KE1647  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1647
 KE1647                         *CURRENT SURVEY CONTROL
 KE1647  ___________________________________________________________________
 KE1647* NAD 83(1986)-  39 09 17.     (N)    094 35 15.     (W)     SCALED    
 KE1647* NAVD 88     -       234.142  (meters)     768.18   (feet)  ADJUSTED  
 KE1647  ___________________________________________________________________
 KE1647  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE1647  DYNAMIC HT  -         233.992 (meters)     767.69  (feet)  COMP
 KE1647  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 KE1647
 KE1647  VERT ORDER  -  FIRST     CLASS II
 KE1647
 KE1647.The horizontal coordinates were scaled from a topographic map and have
 KE1647.an estimated accuracy of +/- 6 seconds.
 KE1647
 KE1647.The orthometric height was determined by differential leveling
 KE1647.and adjusted by the National Geodetic Survey in June 1991..
 KE1647
 KE1647.The geoid height was determined by GEOID03.
 KE1647
 KE1647.The dynamic height is computed by dividing the NAVD 88
 KE1647.geopotential number by the normal gravity value computed on the
 KE1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1647.degrees latitude (g = 980.6199 gals.).
 KE1647
 KE1647.The modeled gravity was interpolated from observed gravity values.
 KE1647
 KE1647;                    North         East    Units  Estimated Accuracy
 KE1647;SPC MO W     -   331,630.      842,440.      MT  (+/- 180 meters Scaled)
 KE1647
 KE1647                          SUPERSEDED SURVEY CONTROL
 KE1647
 KE1647.No superseded survey control is available for this station.
 KE1647
 KE1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD628351(NAD 83)
 KE1647_MARKER: DV = VERTICAL CONTROL DISK
 KE1647_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1647_SP_SET: PIER
 KE1647_STAMPING: L 345 1989
 KE1647_MARK LOGO: NGS   
 KE1647_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1647+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2005
 KE1647
 KE1647  HISTORY     - Date     Condition        Report By
 KE1647  HISTORY     - 1989     MONUMENTED       NGS
 KE1647  HISTORY     - 20050703 GOOD             GEOCAC
 KE1647
 KE1647                          STATION DESCRIPTION
 KE1647
 KE1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1647'4.0 KM (2.50 MI) EASTERLY ALONG STATE HIGHWAY 9 FROM ITS JUNCTION
 KE1647'WITH INTERSTATE HIGHWAY 635 IN NORTH KANSAS CITY, THENCE 0.5 KM (0.30
 KE1647'MI) SOUTHERLY ALONG BROADWAY, SET VERTICALLY IN THE WEST FACE OF THE
 KE1647'MOST WESTERLY 1 OF 2 COLUMNS OF THE 3RD PIER NORTH OF THE SOUTH
 KE1647'ABUTMENT OF THE SOUTHBOUND LANES OF BROADWAY (ELEVATED HIGHWAY), 3.2
 KE1647'M (10.5 FT) WEST OF THE CENTER OF THE BRIDGE, AND 1.4 M (4.6 FT)
 KE1647'ABOVE THE LEVEL OF THE GROUND.
 KE1647
 KE1647                          STATION RECOVERY (2005)
 KE1647
 KE1647'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1647'THIS IS LOCATED IN CLAY COUNTY, NOT PLATTE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1432 ***********************************************************************
 HD1432  DESIGNATION -  L 346
 HD1432  PID         -  HD1432
 HD1432  STATE/COUNTY-  MO/WRIGHT
 HD1432  USGS QUAD   -  NORWOOD (1985)
 HD1432
 HD1432                         *CURRENT SURVEY CONTROL
 HD1432  ___________________________________________________________________
 HD1432* NAD 83(1986)-  37 06 54.     (N)    092 25 06.     (W)     SCALED    
 HD1432* NAVD 88     -       446.492  (meters)    1464.87   (feet)  ADJUSTED  
 HD1432  ___________________________________________________________________
 HD1432  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HD1432  DYNAMIC HT  -         446.124 (meters)    1463.66  (feet)  COMP
 HD1432  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 HD1432
 HD1432  VERT ORDER  -  FIRST     CLASS II
 HD1432
 HD1432.The horizontal coordinates were scaled from a topographic map and have
 HD1432.an estimated accuracy of +/- 6 seconds.
 HD1432
 HD1432.The orthometric height was determined by differential leveling
 HD1432.and adjusted by the National Geodetic Survey in June 1991..
 HD1432
 HD1432.The geoid height was determined by GEOID03.
 HD1432
 HD1432.The dynamic height is computed by dividing the NAVD 88
 HD1432.geopotential number by the normal gravity value computed on the
 HD1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1432.degrees latitude (g = 980.6199 gals.).
 HD1432
 HD1432.The modeled gravity was interpolated from observed gravity values.
 HD1432
 HD1432;                    North         East    Units  Estimated Accuracy
 HD1432;SPC MO C     -   142,220.      507,260.      MT  (+/- 180 meters Scaled)
 HD1432
 HD1432                          SUPERSEDED SURVEY CONTROL
 HD1432
 HD1432  NGVD 29 (10/05/93)  446.332  (m)         1464.34   (f) ADJUSTED    1 2
 HD1432
 HD1432.Superseded values are not recommended for survey control.
 HD1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1432.See file dsdata.txt to determine how the superseded data were derived.
 HD1432
 HD1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB516077(NAD 83)
 HD1432_MARKER: DV = VERTICAL CONTROL DISK
 HD1432_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HD1432_SP_SET: PIER
 HD1432_STAMPING: L 346 1989
 HD1432_MARK LOGO: NGS   
 HD1432_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1432+STABILITY: POSITION/ELEVATION WELL
 HD1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1432+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1432
 HD1432  HISTORY     - Date     Condition        Report By
 HD1432  HISTORY     - 1989     MONUMENTED       NGS
 HD1432
 HD1432                          STATION DESCRIPTION
 HD1432
 HD1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1432'IN NORWOOD, AT THE INTERSECTION WITH U.S. HIGHWAY 60 AND COUNTY ROAD
 HD1432'C, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 2
 HD1432'COLUMNS OF THE CENTER PIER OF THE HIGHWAY OVERPASS OF THE ROAD, 13.0
 HD1432'M (42.7 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 HD1432'HIGHWAY, 5.1 M (16.7 FT) EAST OF THE CENTER OF THE OVERPASS, AND 1.4
 HD1432'M (4.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1456 ***********************************************************************
 HD1456  DESIGNATION -  L 347
 HD1456  PID         -  HD1456
 HD1456  STATE/COUNTY-  MO/WEBSTER
 HD1456  USGS QUAD   -  FORDLAND (1982)
 HD1456
 HD1456                         *CURRENT SURVEY CONTROL
 HD1456  ___________________________________________________________________
 HD1456* NAD 83(1986)-  37 09 30.     (N)    092 55 58.     (W)     SCALED    
 HD1456* NAVD 88     -       494.043  (meters)    1620.87   (feet)  ADJUSTED  
 HD1456  ___________________________________________________________________
 HD1456  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HD1456  DYNAMIC HT  -         493.641 (meters)    1619.55  (feet)  COMP
 HD1456  MODELED GRAV-     979,800.4   (mgal)                       NAVD 88
 HD1456
 HD1456  VERT ORDER  -  FIRST     CLASS II
 HD1456
 HD1456.The horizontal coordinates were scaled from a topographic map and have
 HD1456.an estimated accuracy of +/- 6 seconds.
 HD1456
 HD1456.The orthometric height was determined by differential leveling
 HD1456.and adjusted by the National Geodetic Survey in June 1991..
 HD1456
 HD1456.The geoid height was determined by GEOID03.
 HD1456
 HD1456.The dynamic height is computed by dividing the NAVD 88
 HD1456.geopotential number by the normal gravity value computed on the
 HD1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1456.degrees latitude (g = 980.6199 gals.).
 HD1456
 HD1456.The modeled gravity was interpolated from observed gravity values.
 HD1456
 HD1456;                    North         East    Units  Estimated Accuracy
 HD1456;SPC MO C     -   147,110.      461,560.      MT  (+/- 180 meters Scaled)
 HD1456
 HD1456                          SUPERSEDED SURVEY CONTROL
 HD1456
 HD1456  NGVD 29 (10/05/93)  493.882  (m)         1620.34   (f) ADJUSTED    1 2
 HD1456
 HD1456.Superseded values are not recommended for survey control.
 HD1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1456.See file dsdata.txt to determine how the superseded data were derived.
 HD1456
 HD1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB059124(NAD 83)
 HD1456_MARKER: DV = VERTICAL CONTROL DISK
 HD1456_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HD1456_SP_SET: PIER
 HD1456_STAMPING: L 347 1989
 HD1456_MARK LOGO: NGS   
 HD1456_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1456+STABILITY: POSITION/ELEVATION WELL
 HD1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1456+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1456
 HD1456  HISTORY     - Date     Condition        Report By
 HD1456  HISTORY     - 1989     MONUMENTED       NGS
 HD1456
 HD1456                          STATION DESCRIPTION
 HD1456
 HD1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1456'IN FORDLAND, AT THE INTERSECTION OF U.S. HIGHWAY 60 AND COUNTY ROAD
 HD1456'PP, SET VERTICALLY IN THE SOUTH FACE OF THE MOST WESTERLY 1 OF 3
 HD1456'COLUMNS OF THE FIRST PIER SOUTHWEST OF THE NORTHEAST ABUTMENT OF THE
 HD1456'WESTBOUND LANES OF THE HIGHWAY OVERPASS OF THE ROAD, 7.6 M (24.9 FT)
 HD1456'NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 6.5 M (21.3 FT) WEST OF
 HD1456'THE CENTER OF THE OVERPASS, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 HD1456'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF1003 ***********************************************************************
 GF1003  DESIGNATION -  L 348
 GF1003  PID         -  GF1003
 GF1003  STATE/COUNTY-  MO/BARRY
 GF1003  USGS QUAD   -  MONETT (1972)
 GF1003
 GF1003                         *CURRENT SURVEY CONTROL
 GF1003  ___________________________________________________________________
 GF1003* NAD 83(1986)-  36 54 32.     (N)    093 55 40.     (W)     SCALED    
 GF1003* NAVD 88     -       407.622  (meters)    1337.34   (feet)  ADJUSTED  
 GF1003  ___________________________________________________________________
 GF1003  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 GF1003  DYNAMIC HT  -         407.278 (meters)    1336.21  (feet)  COMP
 GF1003  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 GF1003
 GF1003  VERT ORDER  -  FIRST     CLASS II
 GF1003
 GF1003.The horizontal coordinates were scaled from a topographic map and have
 GF1003.an estimated accuracy of +/- 6 seconds.
 GF1003
 GF1003.The orthometric height was determined by differential leveling
 GF1003.and adjusted by the National Geodetic Survey in June 1991..
 GF1003
 GF1003.The geoid height was determined by GEOID03.
 GF1003
 GF1003.The dynamic height is computed by dividing the NAVD 88
 GF1003.geopotential number by the normal gravity value computed on the
 GF1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF1003.degrees latitude (g = 980.6199 gals.).
 GF1003
 GF1003.The modeled gravity was interpolated from observed gravity values.
 GF1003
 GF1003;                    North         East    Units  Estimated Accuracy
 GF1003;SPC MO W     -    82,510.      900,990.      MT  (+/- 180 meters Scaled)
 GF1003
 GF1003                          SUPERSEDED SURVEY CONTROL
 GF1003
 GF1003  NGVD 29 (10/05/93)  407.457  (m)         1336.80   (f) ADJUSTED    1 2
 GF1003
 GF1003.Superseded values are not recommended for survey control.
 GF1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1003.See file dsdata.txt to determine how the superseded data were derived.
 GF1003
 GF1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA173851(NAD 83)
 GF1003_MARKER: I = METAL ROD
 GF1003_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GF1003_SP_SET: STAINLESS STEEL ROD
 GF1003_STAMPING: L 348 1989
 GF1003_MARK LOGO: NGS   
 GF1003_PROJECTION: FLUSH
 GF1003_MAGNETIC: I = MARKER IS A STEEL ROD
 GF1003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF1003+STABILITY: POSITION/ELEVATION WELL
 GF1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF1003+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2002
 GF1003_ROD/PIPE-DEPTH: 10.6 meters
 GF1003
 GF1003  HISTORY     - Date     Condition        Report By
 GF1003  HISTORY     - 1989     MONUMENTED       NGS
 GF1003  HISTORY     - 20021213 GOOD             GEOCAC
 GF1003
 GF1003                          STATION DESCRIPTION
 GF1003
 GF1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF1003'0.6 KM (0.35 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 GF1003'WITH U.S. HIGHWAY 60 IN MONETT, 28.0 M (91.9 FT) EAST OF THE
 GF1003'CENTERLINE OF THE HIGHWAY, 5.7 M (18.7 FT) NORTH OF UTILITY POLE
 GF1003'NUMBER 10, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 GF1003'FT) SOUTHWEST OF A WITNESS POST, AND 0.2 M (0.7 FT) WEST OF A FENCE.
 GF1003'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GF1003
 GF1003                          STATION RECOVERY (2002)
 GF1003
 GF1003'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0984 ***********************************************************************
 GF0984  DESIGNATION -  L 349
 GF0984  PID         -  GF0984
 GF0984  STATE/COUNTY-  MO/BARRY
 GF0984  USGS QUAD   -  EXETER (1974)
 GF0984
 GF0984                         *CURRENT SURVEY CONTROL
 GF0984  ___________________________________________________________________
 GF0984* NAD 83(1986)-  36 40 15.     (N)    093 53 10.     (W)     SCALED    
 GF0984* NAVD 88     -       419.662  (meters)    1376.84   (feet)  ADJUSTED  
 GF0984  ___________________________________________________________________
 GF0984  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GF0984  DYNAMIC HT  -         419.300 (meters)    1375.65  (feet)  COMP
 GF0984  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 GF0984
 GF0984  VERT ORDER  -  FIRST     CLASS II
 GF0984
 GF0984.The horizontal coordinates were scaled from a topographic map and have
 GF0984.an estimated accuracy of +/- 6 seconds.
 GF0984
 GF0984.The orthometric height was determined by differential leveling
 GF0984.and adjusted by the National Geodetic Survey in June 1991..
 GF0984
 GF0984.The geoid height was determined by GEOID03.
 GF0984
 GF0984.The dynamic height is computed by dividing the NAVD 88
 GF0984.geopotential number by the normal gravity value computed on the
 GF0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0984.degrees latitude (g = 980.6199 gals.).
 GF0984
 GF0984.The modeled gravity was interpolated from observed gravity values.
 GF0984
 GF0984;                    North         East    Units  Estimated Accuracy
 GF0984;SPC MO W     -    56,120.      904,880.      MT  (+/- 180 meters Scaled)
 GF0984
 GF0984                          SUPERSEDED SURVEY CONTROL
 GF0984
 GF0984  NGVD 29 (10/05/93)  419.498  (m)         1376.30   (f) ADJUSTED    1 2
 GF0984
 GF0984.Superseded values are not recommended for survey control.
 GF0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0984.See file dsdata.txt to determine how the superseded data were derived.
 GF0984
 GF0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA208587(NAD 83)
 GF0984_MARKER: DV = VERTICAL CONTROL DISK
 GF0984_SETTING: 66 = SET IN ROCK OUTCROP
 GF0984_SP_SET: IN A DRILL HOLE IN BEDROCK
 GF0984_STAMPING: L 349 1989
 GF0984_MARK LOGO: NGS   
 GF0984_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0984+STABILITY: POSITION/ELEVATION WELL
 GF0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0984+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 GF0984
 GF0984  HISTORY     - Date     Condition        Report By
 GF0984  HISTORY     - 1989     MONUMENTED       NGS
 GF0984  HISTORY     - 20020917 GOOD             GEOCAC
 GF0984
 GF0984                          STATION DESCRIPTION
 GF0984
 GF0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0984'0.3 KM (0.20 MI) NORTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 GF0984'WITH STATE HIGHWAY 76 AND 86 IN CASSVILLE, NEAR THE CENTER OF A 6 BY
 GF0984'15 FOOT EXPOSED AREA OF BEDROCK IN THE WEST HIGHWAY DRAINAGE DITCH,
 GF0984'10.4 M (34.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 4.0 M (13.1
 GF0984'FT) EAST OF THE EAST FACE OF THE CENTER 1 OF 3 PROMINENT OUTCROPS,
 GF0984'2.4 M (7.9 FT) EAST OF A WITNESS POST, AND 0.6 M (2.0 FT) BELOW THE
 GF0984'LEVEL OF THE HIGHWAY.
 GF0984
 GF0984                          STATION RECOVERY (2002)
 GF0984
 GF0984'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1313 ***********************************************************************
 JD1313  DESIGNATION -  L 35
 JD1313  PID         -  JD1313
 JD1313  STATE/COUNTY-  MO/BENTON
 JD1313  USGS QUAD   -  WARSAW EAST (1982)
 JD1313
 JD1313                         *CURRENT SURVEY CONTROL
 JD1313  ___________________________________________________________________
 JD1313* NAD 83(1986)-  38 13 18.     (N)    093 20 51.     (W)     SCALED    
 JD1313* NAVD 88     -       256.279  (meters)     840.81   (feet)  ADJUSTED  
 JD1313  ___________________________________________________________________
 JD1313  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JD1313  DYNAMIC HT  -         256.097 (meters)     840.21  (feet)  COMP
 JD1313  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 JD1313
 JD1313  VERT ORDER  -  SECOND    CLASS 0
 JD1313
 JD1313.The horizontal coordinates were scaled from a topographic map and have
 JD1313.an estimated accuracy of +/- 6 seconds.
 JD1313
 JD1313.The orthometric height was determined by differential leveling
 JD1313.and adjusted by the National Geodetic Survey in June 1991..
 JD1313
 JD1313.The geoid height was determined by GEOID03.
 JD1313
 JD1313.The dynamic height is computed by dividing the NAVD 88
 JD1313.geopotential number by the normal gravity value computed on the
 JD1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1313.degrees latitude (g = 980.6199 gals.).
 JD1313
 JD1313.The modeled gravity was interpolated from observed gravity values.
 JD1313
 JD1313;                    North         East    Units  Estimated Accuracy
 JD1313;SPC MO C     -   265,380.      425,790.      MT  (+/- 180 meters Scaled)
 JD1313
 JD1313                          SUPERSEDED SURVEY CONTROL
 JD1313
 JD1313  NGVD 29 (??/??/92)  256.161  (m)          840.42   (f) ADJ UNCH    2 0
 JD1313
 JD1313.Superseded values are not recommended for survey control.
 JD1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1313.See file dsdata.txt to determine how the superseded data were derived.
 JD1313
 JD1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC695304(NAD 83)
 JD1313_MARKER: DB = BENCH MARK DISK
 JD1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1313_STAMPING: L 35 1934
 JD1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1313+STABILITY: SURFACE MOTION
 JD1313
 JD1313  HISTORY     - Date     Condition        Report By
 JD1313  HISTORY     - 1934     MONUMENTED       CGS
 JD1313  HISTORY     - 1963     GOOD             NGS
 JD1313
 JD1313                          STATION DESCRIPTION
 JD1313
 JD1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1313'3.2 MI S FROM WARSAW.
 JD1313'3.2 MILES SOUTH.  IT IS 108 FEET SOUTH-SOUTHEAST OF THE JUNCTION
 JD1313'OF U.S. HIGHWAY 65 AND STATE HIGHWAY 83, 30 FEET EAST OF THE
 JD1313'CENTERLINE OF U.S. HIGHWAY 65, 5 FEET WEST OF THE EAST RIGHT-OF-WAY
 JD1313'FENCE, AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1132 ***********************************************************************
 GE1132  DESIGNATION -  L 350
 GE1132  PID         -  GE1132
 GE1132  STATE/COUNTY-  MO/HOWELL
 GE1132  USGS QUAD   -  POMONA (1986)
 GE1132
 GE1132                         *CURRENT SURVEY CONTROL
 GE1132  ___________________________________________________________________
 GE1132* NAD 83(1986)-  36 52 00.     (N)    091 55 02.     (W)     SCALED    
 GE1132* NAVD 88     -       375.690  (meters)    1232.58   (feet)  ADJUSTED  
 GE1132  ___________________________________________________________________
 GE1132  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 GE1132  DYNAMIC HT  -         375.372 (meters)    1231.53  (feet)  COMP
 GE1132  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GE1132
 GE1132  VERT ORDER  -  FIRST     CLASS II
 GE1132
 GE1132.The horizontal coordinates were scaled from a topographic map and have
 GE1132.an estimated accuracy of +/- 6 seconds.
 GE1132
 GE1132.The orthometric height was determined by differential leveling
 GE1132.and adjusted by the National Geodetic Survey in June 1991..
 GE1132
 GE1132.The geoid height was determined by GEOID03.
 GE1132
 GE1132.The dynamic height is computed by dividing the NAVD 88
 GE1132.geopotential number by the normal gravity value computed on the
 GE1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1132.degrees latitude (g = 980.6199 gals.).
 GE1132
 GE1132.The modeled gravity was interpolated from observed gravity values.
 GE1132
 GE1132;                    North         East    Units  Estimated Accuracy
 GE1132;SPC MO C     -   114,820.      551,960.      MT  (+/- 180 meters Scaled)
 GE1132
 GE1132                          SUPERSEDED SURVEY CONTROL
 GE1132
 GE1132  NGVD 29 (10/05/93)  375.528  (m)         1232.04   (f) ADJUSTED    1 2
 GE1132
 GE1132.Superseded values are not recommended for survey control.
 GE1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1132.See file dsdata.txt to determine how the superseded data were derived.
 GE1132
 GE1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA965806(NAD 83)
 GE1132_MARKER: I = METAL ROD
 GE1132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1132_SP_SET: STAINLESS STEEL ROD
 GE1132_STAMPING: L 350 1990
 GE1132_MARK LOGO: NGS   
 GE1132_PROJECTION: PROJECTING 4 CENTIMETERS
 GE1132_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1132+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1132_ROD/PIPE-DEPTH: 3.2  meters
 GE1132
 GE1132  HISTORY     - Date     Condition        Report By
 GE1132  HISTORY     - 1990     MONUMENTED       NGS
 GE1132  HISTORY     - 20060314 MARK NOT FOUND   MODNR
 GE1132
 GE1132                          STATION DESCRIPTION
 GE1132
 GE1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1132'IN POMONA, AT THE INTERSECTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY
 GE1132'P, 24.0 M (78.7 FT) NORTHWEST OF THE U.S. HIGHWAY CENTERLINE, 22.3 M
 GE1132'(73.2 FT) SOUTHWEST OF THE STATE HIGHWAY CENTERLINE, 21.9 M (71.9 FT)
 GE1132'EAST-NORTHEAST OF A UTILITY POLE WITH 3 GUY WIRES, 1.7 M (5.6 FT)
 GE1132'SOUTH OF UNDERGROUND CABLE JUNCTION BOX NUMBER WW TOLL T12, 1.0 M
 GE1132'(3.3 FT) BELOW THE LEVEL OF THE U.S. HIGHWAY, AND 0.3 M (1.0 FT)
 GE1132'EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GE1132'5-INCH LOGO CAP.
 GE1132
 GE1132                          STATION RECOVERY (2006)
 GE1132
 GE1132'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1156 ***********************************************************************
 GE1156  DESIGNATION -  L 351
 GE1156  PID         -  GE1156
 GE1156  STATE/COUNTY-  MO/OREGON
 GE1156  USGS QUAD   -  THAYER (1986)
 GE1156
 GE1156                         *CURRENT SURVEY CONTROL
 GE1156  ___________________________________________________________________
 GE1156* NAD 83(1986)-  36 35 06.     (N)    091 37 10.     (W)     SCALED    
 GE1156* NAVD 88     -       282.746  (meters)     927.64   (feet)  ADJUSTED  
 GE1156  ___________________________________________________________________
 GE1156  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 GE1156  DYNAMIC HT  -         282.511 (meters)     926.87  (feet)  COMP
 GE1156  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 GE1156
 GE1156  VERT ORDER  -  FIRST     CLASS II
 GE1156
 GE1156.The horizontal coordinates were scaled from a topographic map and have
 GE1156.an estimated accuracy of +/- 6 seconds.
 GE1156
 GE1156.The orthometric height was determined by differential leveling
 GE1156.and adjusted by the National Geodetic Survey in June 1991..
 GE1156
 GE1156.The geoid height was determined by GEOID03.
 GE1156
 GE1156.The dynamic height is computed by dividing the NAVD 88
 GE1156.geopotential number by the normal gravity value computed on the
 GE1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1156.degrees latitude (g = 980.6199 gals.).
 GE1156
 GE1156.The modeled gravity was interpolated from observed gravity values.
 GE1156
 GE1156;                    North         East    Units  Estimated Accuracy
 GE1156;SPC MO E     -    83,990.      149,820.      MT  (+/- 180 meters Scaled)
 GE1156
 GE1156                          SUPERSEDED SURVEY CONTROL
 GE1156
 GE1156  NGVD 29 (10/05/93)  282.606  (m)          927.18   (f) ADJUSTED    1 2
 GE1156
 GE1156.Superseded values are not recommended for survey control.
 GE1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1156.See file dsdata.txt to determine how the superseded data were derived.
 GE1156
 GE1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA235497(NAD 83)
 GE1156_MARKER: DV = VERTICAL CONTROL DISK
 GE1156_SETTING: 66 = SET IN ROCK OUTCROP
 GE1156_SP_SET: IN A DRILL HOLE IN BEDROCK
 GE1156_STAMPING: L 351 1990
 GE1156_MARK LOGO: NGS   
 GE1156_MAGNETIC: N = NO MAGNETIC MATERIAL
 GE1156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1156+STABILITY: POSITION/ELEVATION WELL
 GE1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1156+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2006
 GE1156
 GE1156  HISTORY     - Date     Condition        Report By
 GE1156  HISTORY     - 1990     MONUMENTED       NGS
 GE1156  HISTORY     - 20060206 GOOD             MODNR
 GE1156
 GE1156                          STATION DESCRIPTION
 GE1156
 GE1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1156'11.0 KM (6.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 63 FROM THE
 GE1156'JUNCTION OF STATE HIGHWAY 142 EAST IN THAYER, IN A 27 BY 112 FOOT
 GE1156'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 8.8 M (28.9 FT) NORTHEAST
 GE1156'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT)
 GE1156'SOUTHEAST OF THE NORTHWEST END OF THE EXPOSED BEDROCK.
 GE1156
 GE1156                          STATION RECOVERY (2006)
 GE1156
 GE1156'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1156'THE AUTONOMOUS HAD HELD POSITIONS IS LAT 36 35 06.3 LONG 91 37 10.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0923 ***********************************************************************
 JC0923  DESIGNATION -  L 36
 JC0923  PID         -  JC0923
 JC0923  STATE/COUNTY-  MO/MARIES
 JC0923  USGS QUAD   -  VIENNA (1981)
 JC0923
 JC0923                         *CURRENT SURVEY CONTROL
 JC0923  ___________________________________________________________________
 JC0923* NAD 83(1986)-  38 11 11.     (N)    091 56 54.     (W)     SCALED    
 JC0923* NAVD 88     -       259.447  (meters)     851.20   (feet)  ADJUSTED  
 JC0923  ___________________________________________________________________
 JC0923  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JC0923  DYNAMIC HT  -         259.264 (meters)     850.60  (feet)  COMP
 JC0923  MODELED GRAV-     979,919.1   (mgal)                       NAVD 88
 JC0923
 JC0923  VERT ORDER  -  FIRST     CLASS II
 JC0923
 JC0923.The horizontal coordinates were scaled from a topographic map and have
 JC0923.an estimated accuracy of +/- 6 seconds.
 JC0923
 JC0923.The orthometric height was determined by differential leveling
 JC0923.and adjusted by the National Geodetic Survey in June 1991..
 JC0923
 JC0923.The geoid height was determined by GEOID03.
 JC0923
 JC0923.The dynamic height is computed by dividing the NAVD 88
 JC0923.geopotential number by the normal gravity value computed on the
 JC0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0923.degrees latitude (g = 980.6199 gals.).
 JC0923
 JC0923.The modeled gravity was interpolated from observed gravity values.
 JC0923
 JC0923;                    North         East    Units  Estimated Accuracy
 JC0923;SPC MO C     -   261,260.      548,330.      MT  (+/- 180 meters Scaled)
 JC0923
 JC0923                          SUPERSEDED SURVEY CONTROL
 JC0923
 JC0923  NGVD 29 (??/??/92)  259.43   (m)          851.1    (f) COMPUTED    1 2
 JC0923
 JC0923.Superseded values are not recommended for survey control.
 JC0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0923.See file dsdata.txt to determine how the superseded data were derived.
 JC0923
 JC0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC921270(NAD 83)
 JC0923_MARKER: DB = BENCH MARK DISK
 JC0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0923_STAMPING: L 36 1934
 JC0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0923+STABILITY: SURFACE MOTION
 JC0923
 JC0923  HISTORY     - Date     Condition        Report By
 JC0923  HISTORY     - 1934     MONUMENTED       CGS
 JC0923  HISTORY     - 1950     MARK NOT FOUND   NGS
 JC0923  HISTORY     - 19860816 MARK NOT FOUND   NGS
 JC0923
 JC0923                          STATION DESCRIPTION
 JC0923
 JC0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0923'AT VIENNA.
 JC0923'AT VIENNA, MARIES COUNTY, ON U.S. HIGHWAY 63, AT THE INTERSECTION
 JC0923'OF AN EAST AND WEST STREET, 111 FEET NORTHEAST OF THE NORTHEAST
 JC0923'CORNER OF THE MC KEEVER SERVICE STATION (1934), 49 FEET NORTH OF
 JC0923'THE CENTERLINE OF THE STREET, 27.6 FEET EAST OF THE CENTERLINE OF
 JC0923'THE HIGHWAY, AND 46 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 JC0923'RETAINING WALL AROUND A PRIVATE LAWN.  A STANDARD DISK, STAMPED
 JC0923'L 36 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PRESENT
 JC0923'SITE OF MARK NOW COVERED WITH ABOUT A 4-FOOT FILL, MARK DUG FOR
 JC0923'BUT NOT RECOVERED.
 JC0923
 JC0923                          STATION RECOVERY (1986)
 JC0923
 JC0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0577 ***********************************************************************
 GF0577  DESIGNATION -  L 4
 GF0577  PID         -  GF0577
 GF0577  STATE/COUNTY-  MO/LAWRENCE
 GF0577  USGS QUAD   -  AURORA (1974)
 GF0577
 GF0577                         *CURRENT SURVEY CONTROL
 GF0577  ___________________________________________________________________
 GF0577* NAD 83(1986)-  36 58 36.     (N)    093 44 11.     (W)     SCALED    
 GF0577* NAVD 88     -       411.465  (meters)    1349.95   (feet)  ADJUSTED  
 GF0577  ___________________________________________________________________
 GF0577  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GF0577  DYNAMIC HT  -         411.118 (meters)    1348.81  (feet)  COMP
 GF0577  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 GF0577
 GF0577  VERT ORDER  -  FIRST     CLASS II
 GF0577
 GF0577.The horizontal coordinates were scaled from a topographic map and have
 GF0577.an estimated accuracy of +/- 6 seconds.
 GF0577
 GF0577.The orthometric height was determined by differential leveling
 GF0577.and adjusted by the National Geodetic Survey in June 1991..
 GF0577
 GF0577.The geoid height was determined by GEOID03.
 GF0577
 GF0577.The dynamic height is computed by dividing the NAVD 88
 GF0577.geopotential number by the normal gravity value computed on the
 GF0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0577.degrees latitude (g = 980.6199 gals.).
 GF0577
 GF0577.The modeled gravity was interpolated from observed gravity values.
 GF0577
 GF0577;                    North         East    Units  Estimated Accuracy
 GF0577;SPC MO W     -    90,150.      917,990.      MT  (+/- 180 meters Scaled)
 GF0577
 GF0577                          SUPERSEDED SURVEY CONTROL
 GF0577
 GF0577  NGVD 29 (??/??/92)  411.293  (m)         1349.38   (f) ADJ UNCH    1 2
 GF0577
 GF0577.Superseded values are not recommended for survey control.
 GF0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0577.See file dsdata.txt to determine how the superseded data were derived.
 GF0577
 GF0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA344925(NAD 83)
 GF0577_MARKER: DB = BENCH MARK DISK
 GF0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0577_SP_SET: CONCRETE POST
 GF0577_STAMPING: L 4 1928 1349.384
 GF0577_MARK LOGO: CGS   
 GF0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0577+STABILITY: SURFACE MOTION
 GF0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0577+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1989
 GF0577
 GF0577  HISTORY     - Date     Condition        Report By
 GF0577  HISTORY     - 1928     MONUMENTED       CGS
 GF0577  HISTORY     - 1934     GOOD             NGS
 GF0577  HISTORY     - 19891023 GOOD             NGS
 GF0577
 GF0577                          STATION DESCRIPTION
 GF0577
 GF0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0577'0.9 MI W FROM AURORA.
 GF0577'7/8 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GF0577'THE STATION AT AURORA, LAWRENCE COUNTY, AT THE CROSSING OF
 GF0577'STATE HIGHWAY 39, 87 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 GF0577'81 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 30-1/2 FEET
 GF0577'SOUTH OF THE CENTERLINE OF THE TRACK, 62 FEET WEST OF THE WEST
 GF0577'CONCRETE HEADWALL OF A CORRUGATED-IRON PIPE CULVERT, 54 FEET
 GF0577'WEST OF POLE 269-34, 18 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 GF0577'FENCE, AND IN LINE WITH THE MAIN ROW OF POLES.  A STANDARD
 GF0577'DISK, STAMPED 1349.384 L 4 1928 AND SET IN THE TOP OF A CONCRETE
 GF0577'POST FLUSH WITH THE GROUND.
 GF0577
 GF0577                          STATION RECOVERY (1989)
 GF0577
 GF0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0577'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.4 KM
 GF0577'(0.85 MI) WESTERLY ALONG STATE HIGHWAY 39 FROM THE POST OFFICE IN
 GF0577'AURORA, 25.7 M (84.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.6 M
 GF0577'(28.2 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 GF0577'6.0 M (19.7 FT) NORTHEAST OF A T-FENCE CORNER, 5.6 M (18.4 FT) NORTH
 GF0577'OF A FENCE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND LEVEL WITH THE
 GF0577'TRACK, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 GF0577'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0254 ***********************************************************************
 JE0254  DESIGNATION -  L 4 B 1
 JE0254  PID         -  JE0254
 JE0254  STATE/COUNTY-  MO/JOHNSON
 JE0254  USGS QUAD   -  QUICK CITY (1954)
 JE0254
 JE0254                         *CURRENT SURVEY CONTROL
 JE0254  ___________________________________________________________________
 JE0254* NAD 83(1986)-  38 35 16.     (N)    094 00 46.     (W)     SCALED    
 JE0254* NAVD 88     -       248.553  (meters)     815.46   (feet)  ADJUSTED  
 JE0254  ___________________________________________________________________
 JE0254  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JE0254  DYNAMIC HT  -         248.382 (meters)     814.90  (feet)  COMP
 JE0254  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 JE0254
 JE0254  VERT ORDER  -  SECOND    CLASS 0
 JE0254
 JE0254.The horizontal coordinates were scaled from a topographic map and have
 JE0254.an estimated accuracy of +/- 6 seconds.
 JE0254
 JE0254.The orthometric height was determined by differential leveling
 JE0254.and adjusted by the National Geodetic Survey in June 1991..
 JE0254
 JE0254.The geoid height was determined by GEOID03.
 JE0254
 JE0254.The dynamic height is computed by dividing the NAVD 88
 JE0254.geopotential number by the normal gravity value computed on the
 JE0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0254.degrees latitude (g = 980.6199 gals.).
 JE0254
 JE0254.The modeled gravity was interpolated from observed gravity values.
 JE0254
 JE0254;                    North         East    Units  Estimated Accuracy
 JE0254;SPC MO W     -   268,800.      892,450.      MT  (+/- 180 meters Scaled)
 JE0254
 JE0254                          SUPERSEDED SURVEY CONTROL
 JE0254
 JE0254  NGVD 29 (??/??/92)  248.44   (m)          815.1    (f) COMPUTED    2 0
 JE0254
 JE0254.Superseded values are not recommended for survey control.
 JE0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0254.See file dsdata.txt to determine how the superseded data were derived.
 JE0254
 JE0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC117715(NAD 83)
 JE0254_MARKER: DZ = AZIMUTH MARK DISK
 JE0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0254_SP_SET: CONCRETE PEDESTAL
 JE0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0254
 JE0254  HISTORY     - Date     Condition        Report By
 JE0254  HISTORY     - UNK      MONUMENTED       DOD
 JE0254  HISTORY     - 1963     GOOD             NGS
 JE0254
 JE0254                          STATION DESCRIPTION
 JE0254
 JE0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0254'4.9 MI S FROM MEDFORD.
 JE0254'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JE0254'CROSSING AT MEDFORD, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY
 JE0254'2, THENCE 2.6 MILES SOUTH ALONG GRAVELED STATE ROAD B, IN S 24,
 JE0254'R 28 W, T 44 N, 150 FEET SOUTHWEST OF THE CENTER OF THE
 JE0254'INTERSECTION OF AN EAST-WEST ROAD, 135 FEET SOUTH OF THE
 JE0254'CENTERLINE OF THE EAST-WEST ROAD, 36 FEET WEST OF THE CENTERLINE
 JE0254'OF THE STATE ROAD, 2 FEET EAST OF A NORTH-SOUTH FENCE, A 1 1/2
 JE0254'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.
 JE0254'THIS MARK CAN ALSO BE REACHED BY GOING 9.2 MILES NORTH ALONG
 JE0254'GRAVELED STATE ROAD B FROM THE JUNCTION OF STATE HIGHWAY 7 AT
 JE0254'URICH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0255 ***********************************************************************
 JE0255  DESIGNATION -  L 4 B 2
 JE0255  PID         -  JE0255
 JE0255  STATE/COUNTY-  MO/JOHNSON
 JE0255  USGS QUAD   -  QUICK CITY (1954)
 JE0255
 JE0255                         *CURRENT SURVEY CONTROL
 JE0255  ___________________________________________________________________
 JE0255* NAD 83(1986)-  38 35 10.     (N)    094 00 58.     (W)     SCALED    
 JE0255* NAVD 88     -       263.664  (meters)     865.04   (feet)  ADJUSTED  
 JE0255  ___________________________________________________________________
 JE0255  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JE0255  DYNAMIC HT  -         263.483 (meters)     864.44  (feet)  COMP
 JE0255  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 JE0255
 JE0255  VERT ORDER  -  SECOND    CLASS 0
 JE0255
 JE0255.The horizontal coordinates were scaled from a topographic map and have
 JE0255.an estimated accuracy of +/- 6 seconds.
 JE0255
 JE0255.The orthometric height was determined by differential leveling
 JE0255.and adjusted by the National Geodetic Survey in June 1991..
 JE0255
 JE0255.The geoid height was determined by GEOID03.
 JE0255
 JE0255.The dynamic height is computed by dividing the NAVD 88
 JE0255.geopotential number by the normal gravity value computed on the
 JE0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0255.degrees latitude (g = 980.6199 gals.).
 JE0255
 JE0255.The modeled gravity was interpolated from observed gravity values.
 JE0255
 JE0255;                    North         East    Units  Estimated Accuracy
 JE0255;SPC MO W     -   268,620.      892,160.      MT  (+/- 180 meters Scaled)
 JE0255
 JE0255                          SUPERSEDED SURVEY CONTROL
 JE0255
 JE0255  NGVD 29 (??/??/92)  263.55   (m)          864.7    (f) COMPUTED    2 0
 JE0255
 JE0255.Superseded values are not recommended for survey control.
 JE0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0255.See file dsdata.txt to determine how the superseded data were derived.
 JE0255
 JE0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC115713(NAD 83)
 JE0255_MARKER: DZ = AZIMUTH MARK DISK
 JE0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0255_SP_SET: CONCRETE PEDESTAL
 JE0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0255
 JE0255  HISTORY     - Date     Condition        Report By
 JE0255  HISTORY     - UNK      MONUMENTED       DOD
 JE0255  HISTORY     - 1963     GOOD             NGS
 JE0255
 JE0255                          STATION DESCRIPTION
 JE0255
 JE0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0255'5.2 MI S FROM MEDFORD.
 JE0255'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JE0255'CROSSING AT MEDFORD, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY
 JE0255'2, THENCE 2.6 MILES SOUTH ALONG GRAVELED STATE ROAD B, THENCE
 JE0255'0.25 MILE SOUTHWEST ACROSS A FIELD, IN S 24, R 28 W, T 44 N,
 JE0255'AT THE CREST OF A SMALL HILL, 78 FEET SOUTHWEST OF A FENCE
 JE0255'CORNER, 53 FEET SOUTHEAST OF THE EAST END OF A WOODEN GATE, 9
 JE0255'FEET SOUTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE
 JE0255'PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF
 JE0255'THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0256 ***********************************************************************
 JE0256  DESIGNATION -  L 4 Z
 JE0256  PID         -  JE0256
 JE0256  STATE/COUNTY-  MO/JOHNSON
 JE0256  USGS QUAD   -  QUICK CITY (1954)
 JE0256
 JE0256                         *CURRENT SURVEY CONTROL
 JE0256  ___________________________________________________________________
 JE0256* NAD 83(1986)-  38 35 00.     (N)    094 00 59.     (W)     SCALED    
 JE0256* NAVD 88     -       258.560  (meters)     848.29   (feet)  ADJUSTED  
 JE0256  ___________________________________________________________________
 JE0256  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JE0256  DYNAMIC HT  -         258.383 (meters)     847.71  (feet)  COMP
 JE0256  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 JE0256
 JE0256  VERT ORDER  -  SECOND    CLASS 0
 JE0256
 JE0256.The horizontal coordinates were scaled from a topographic map and have
 JE0256.an estimated accuracy of +/- 6 seconds.
 JE0256
 JE0256.The orthometric height was determined by differential leveling
 JE0256.and adjusted by the National Geodetic Survey in June 1991..
 JE0256
 JE0256.The geoid height was determined by GEOID03.
 JE0256
 JE0256.The dynamic height is computed by dividing the NAVD 88
 JE0256.geopotential number by the normal gravity value computed on the
 JE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0256.degrees latitude (g = 980.6199 gals.).
 JE0256
 JE0256.The modeled gravity was interpolated from observed gravity values.
 JE0256
 JE0256;                    North         East    Units  Estimated Accuracy
 JE0256;SPC MO W     -   268,310.      892,140.      MT  (+/- 180 meters Scaled)
 JE0256
 JE0256                          SUPERSEDED SURVEY CONTROL
 JE0256
 JE0256  NGVD 29 (??/??/92)  258.44   (m)          847.9    (f) COMPUTED    2 0
 JE0256
 JE0256.Superseded values are not recommended for survey control.
 JE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0256.See file dsdata.txt to determine how the superseded data were derived.
 JE0256
 JE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC114710(NAD 83)
 JE0256_MARKER: DS = TRIANGULATION STATION DISK
 JE0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0256_STAMPING: L 4 Z 1963
 JE0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0256+STABILITY: SURFACE MOTION
 JE0256
 JE0256  HISTORY     - Date     Condition        Report By
 JE0256  HISTORY     - 1963     MONUMENTED       CGS
 JE0256
 JE0256                          STATION DESCRIPTION
 JE0256
 JE0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0256'5.4 MI S FROM MEDFORD.
 JE0256'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JE0256'CROSSING AT MEDFORD, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY 2,
 JE0256'THENCE 2.6 MILES SOUTH ALONG GRAVELED STATE ROAD B, THENCE 0.55
 JE0256'MILE SOUTHWEST ACROSS A FIELD, IN S 23, R 28 W, T 44 N, AT
 JE0256'THE CREST OF A SMALL HILL, 222.0 FEET SOUTHEAST OF R.M. 2,
 JE0256'187.0 FEET NORTHEAST OF R.M. 1, 156.0 FEET EAST OF A NORTH-SOUTH
 JE0256'FENCE, AND SET IN THE TOP OF A CONCRETE POST 2 FEET BELOW THE
 JE0256'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0258 ***********************************************************************
 JE0258  DESIGNATION -  L 4 Z RM 1
 JE0258  PID         -  JE0258
 JE0258  STATE/COUNTY-  MO/JOHNSON
 JE0258  USGS QUAD   -  QUICK CITY (1954)
 JE0258
 JE0258                         *CURRENT SURVEY CONTROL
 JE0258  ___________________________________________________________________
 JE0258* NAD 83(1986)-  38 34 58.     (N)    094 01 01.     (W)     SCALED    
 JE0258* NAVD 88     -       254.095  (meters)     833.64   (feet)  ADJUSTED  
 JE0258  ___________________________________________________________________
 JE0258  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JE0258  DYNAMIC HT  -         253.920 (meters)     833.07  (feet)  COMP
 JE0258  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 JE0258
 JE0258  VERT ORDER  -  SECOND    CLASS 0
 JE0258
 JE0258.The horizontal coordinates were scaled from a topographic map and have
 JE0258.an estimated accuracy of +/- 6 seconds.
 JE0258
 JE0258.The orthometric height was determined by differential leveling
 JE0258.and adjusted by the National Geodetic Survey in June 1991..
 JE0258
 JE0258.The geoid height was determined by GEOID03.
 JE0258
 JE0258.The dynamic height is computed by dividing the NAVD 88
 JE0258.geopotential number by the normal gravity value computed on the
 JE0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0258.degrees latitude (g = 980.6199 gals.).
 JE0258
 JE0258.The modeled gravity was interpolated from observed gravity values.
 JE0258
 JE0258;                    North         East    Units  Estimated Accuracy
 JE0258;SPC MO W     -   268,250.      892,090.      MT  (+/- 180 meters Scaled)
 JE0258
 JE0258                          SUPERSEDED SURVEY CONTROL
 JE0258
 JE0258  NGVD 29 (??/??/92)  253.98   (m)          833.3    (f) COMPUTED    2 0
 JE0258
 JE0258.Superseded values are not recommended for survey control.
 JE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0258.See file dsdata.txt to determine how the superseded data were derived.
 JE0258
 JE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC114709(NAD 83)
 JE0258_MARKER: DR = REFERENCE MARK DISK
 JE0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0258_STAMPING: L 4 Z NO 1 1963
 JE0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0258+STABILITY: SURFACE MOTION
 JE0258
 JE0258  HISTORY     - Date     Condition        Report By
 JE0258  HISTORY     - 1963     MONUMENTED       CGS
 JE0258
 JE0258                          STATION DESCRIPTION
 JE0258
 JE0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0258'5.4 MI S FROM MEDFORD.
 JE0258'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JE0258'CROSSING AT MEDFORD, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY
 JE0258'2, THENCE 2.6 MILES SOUTH ALONG GRAVELED STATE ROAD B, THENCE
 JE0258'0.55 MILE SOUTHWEST ACROSS A FIELD, IN S 23, R 28 W, T 44 N,
 JE0258'206.0 FEET SOUTH OF R.M. 2, 187.0 FEET SOUTHWEST OF THE STATION
 JE0258'MARK, 1.5 FEET EAST OF A NORTH-SOUTH FENCE, AND SET IN THE TOP
 JE0258'OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0257 ***********************************************************************
 JE0257  DESIGNATION -  L 4 Z RM 2
 JE0257  PID         -  JE0257
 JE0257  STATE/COUNTY-  MO/JOHNSON
 JE0257  USGS QUAD   -  QUICK CITY (1954)
 JE0257
 JE0257                         *CURRENT SURVEY CONTROL
 JE0257  ___________________________________________________________________
 JE0257* NAD 83(1986)-  38 34 57.     (N)    094 01 01.     (W)     SCALED    
 JE0257* NAVD 88     -       253.737  (meters)     832.47   (feet)  ADJUSTED  
 JE0257  ___________________________________________________________________
 JE0257  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JE0257  DYNAMIC HT  -         253.562 (meters)     831.89  (feet)  COMP
 JE0257  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 JE0257
 JE0257  VERT ORDER  -  SECOND    CLASS 0
 JE0257
 JE0257.The horizontal coordinates were scaled from a topographic map and have
 JE0257.an estimated accuracy of +/- 6 seconds.
 JE0257
 JE0257.The orthometric height was determined by differential leveling
 JE0257.and adjusted by the National Geodetic Survey in June 1991..
 JE0257
 JE0257.The geoid height was determined by GEOID03.
 JE0257
 JE0257.The dynamic height is computed by dividing the NAVD 88
 JE0257.geopotential number by the normal gravity value computed on the
 JE0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0257.degrees latitude (g = 980.6199 gals.).
 JE0257
 JE0257.The modeled gravity was interpolated from observed gravity values.
 JE0257
 JE0257;                    North         East    Units  Estimated Accuracy
 JE0257;SPC MO W     -   268,220.      892,090.      MT  (+/- 180 meters Scaled)
 JE0257
 JE0257                          SUPERSEDED SURVEY CONTROL
 JE0257
 JE0257  NGVD 29 (??/??/92)  253.62   (m)          832.1    (f) COMPUTED    2 0
 JE0257
 JE0257.Superseded values are not recommended for survey control.
 JE0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0257.See file dsdata.txt to determine how the superseded data were derived.
 JE0257
 JE0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC114709(NAD 83)
 JE0257_MARKER: DR = REFERENCE MARK DISK
 JE0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0257_STAMPING: L 4 Z NO 2 1963
 JE0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0257+STABILITY: SURFACE MOTION
 JE0257
 JE0257  HISTORY     - Date     Condition        Report By
 JE0257  HISTORY     - 1963     MONUMENTED       CGS
 JE0257
 JE0257                          STATION DESCRIPTION
 JE0257
 JE0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0257'5.4 MI S FROM MEDFORD.
 JE0257'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JE0257'CROSSING AT MEDFORD, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY
 JE0257'2, THENCE 2.6 MILES SOUTH ALONG GRAVELED STATE ROAD B, THENCE
 JE0257'0.55 MILE SOUTHWEST ACROSS A FIELD, IN S 23, R 28 W, T 44 N,
 JE0257'206.0 FEET NORTH OF R.M. 1, 222.0 FEET NORTHWEST OF THE STATION
 JE0257'MARK, 1.5 FEET EAST OF A NORTH-SOUTH FENCE, AND SET IN THE TOP
 JE0257'OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0042 ***********************************************************************
 GG0042  DESIGNATION -  L 47
 GG0042  PID         -  GG0042
 GG0042  STATE/COUNTY-  MO/NEWTON
 GG0042  USGS QUAD   -  NEOSHO EAST (1981)
 GG0042
 GG0042                         *CURRENT SURVEY CONTROL
 GG0042  ___________________________________________________________________
 GG0042* NAD 83(1986)-  36 52 25.     (N)    094 22 01.     (W)     SCALED    
 GG0042* NAVD 88     -       309.932  (meters)    1016.84   (feet)  ADJUSTED  
 GG0042  ___________________________________________________________________
 GG0042  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GG0042  DYNAMIC HT  -         309.676 (meters)    1016.00  (feet)  COMP
 GG0042  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 GG0042
 GG0042  VERT ORDER  -  SECOND    CLASS 0
 GG0042
 GG0042.The horizontal coordinates were scaled from a topographic map and have
 GG0042.an estimated accuracy of +/- 6 seconds.
 GG0042
 GG0042.The orthometric height was determined by differential leveling
 GG0042.and adjusted by the National Geodetic Survey in June 1991..
 GG0042
 GG0042.The geoid height was determined by GEOID03.
 GG0042
 GG0042.The dynamic height is computed by dividing the NAVD 88
 GG0042.geopotential number by the normal gravity value computed on the
 GG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0042.degrees latitude (g = 980.6199 gals.).
 GG0042
 GG0042.The modeled gravity was interpolated from observed gravity values.
 GG0042
 GG0042;                    North         East    Units  Estimated Accuracy
 GG0042;SPC MO W     -    78,450.      861,860.      MT  (+/- 180 meters Scaled)
 GG0042
 GG0042                          SUPERSEDED SURVEY CONTROL
 GG0042
 GG0042  NGVD 29 (??/??/92)  309.810  (m)         1016.43   (f) ADJ UNCH    2 0
 GG0042
 GG0042.Superseded values are not recommended for survey control.
 GG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0042.See file dsdata.txt to determine how the superseded data were derived.
 GG0042
 GG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA781817(NAD 83)
 GG0042_MARKER: DB = BENCH MARK DISK
 GG0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GG0042_SP_SET: WALL
 GG0042_STAMPING: L 47 1934
 GG0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0042
 GG0042  HISTORY     - Date     Condition        Report By
 GG0042  HISTORY     - 1934     MONUMENTED       CGS
 GG0042  HISTORY     - 1935     GOOD             NGS
 GG0042  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0042  HISTORY     - 20051101 MARK NOT FOUND   MODNR
 GG0042
 GG0042                          STATION DESCRIPTION
 GG0042
 GG0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GG0042'AT NEOSHO.
 GG0042'AT NEOSHO, NEWTON COUNTY, AT THE KANSAS CITY SOUTHERN RAILWAY
 GG0042'STATION, IN THE EAST BRICK WALL, LEFT OF THE WAITING-ROOM DOOR,
 GG0042'AND 5 FEET ABOVE THE WALK.  A STANDARD DISK, STAMPED L 47 1934 AND
 GG0042'SET VERTICALLY.
 GG0042
 GG0042                          STATION RECOVERY (1987)
 GG0042
 GG0042'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0042'MARK NOT FOUND.
 GG0042
 GG0042                          STATION RECOVERY (2005)
 GG0042
 GG0042'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC)
 GG0042'RAILROAD STATION HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0479 ***********************************************************************
 HC0479  DESIGNATION -  L 49
 HC0479  PID         -  HC0479
 HC0479  STATE/COUNTY-  MO/CRAWFORD
 HC0479  USGS QUAD   -  INDIAN SPRINGS (1985)
 HC0479
 HC0479                         *CURRENT SURVEY CONTROL
 HC0479  ___________________________________________________________________
 HC0479* NAD 83(1986)-  37 52 46.     (N)    091 26 04.     (W)     SCALED    
 HC0479* NAVD 88     -       259.524  (meters)     851.46   (feet)  ADJUSTED  
 HC0479  ___________________________________________________________________
 HC0479  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HC0479  DYNAMIC HT  -         259.330 (meters)     850.82  (feet)  COMP
 HC0479  MODELED GRAV-     979,873.4   (mgal)                       NAVD 88
 HC0479
 HC0479  VERT ORDER  -  SECOND    CLASS 0
 HC0479
 HC0479.The horizontal coordinates were scaled from a topographic map and have
 HC0479.an estimated accuracy of +/- 6 seconds.
 HC0479
 HC0479.The orthometric height was determined by differential leveling
 HC0479.and adjusted by the National Geodetic Survey in June 1991..
 HC0479
 HC0479.The geoid height was determined by GEOID03.
 HC0479
 HC0479.The dynamic height is computed by dividing the NAVD 88
 HC0479.geopotential number by the normal gravity value computed on the
 HC0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0479.degrees latitude (g = 980.6199 gals.).
 HC0479
 HC0479.The modeled gravity was interpolated from observed gravity values.
 HC0479
 HC0479;                    North         East    Units  Estimated Accuracy
 HC0479;SPC MO E     -   227,460.      167,800.      MT  (+/- 180 meters Scaled)
 HC0479
 HC0479                          SUPERSEDED SURVEY CONTROL
 HC0479
 HC0479  NGVD 29 (??/??/92)  259.480  (m)          851.31   (f) ADJ UNCH    2 0
 HC0479
 HC0479.Superseded values are not recommended for survey control.
 HC0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0479.See file dsdata.txt to determine how the superseded data were derived.
 HC0479
 HC0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB376935(NAD 83)
 HC0479_MARKER: DB = BENCH MARK DISK
 HC0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0479_SP_SET: BRIDGE
 HC0479_STAMPING: L 49 1934
 HC0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0479
 HC0479  HISTORY     - Date     Condition        Report By
 HC0479  HISTORY     - 1934     MONUMENTED       CGS
 HC0479
 HC0479                          STATION DESCRIPTION
 HC0479
 HC0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0479'1.6 MI N FROM WESCO.
 HC0479'1.6 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HC0479'THE STATION AT WESCO, CRAWFORD COUNTY, 210 FEET EAST OF THE
 HC0479'TWENTY-FIFTH POLE SOUTH OF MILEPOST 105, AT BRIDGE 105.9 OVER
 HC0479'CROOKED CREEK, IN THE TOP OF THE SOUTHWEST STONE ABUTMENT, 12 FEET
 HC0479'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER
 HC0479'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0656 ***********************************************************************
 HD0656  DESIGNATION -  L 5
 HD0656  PID         -  HD0656
 HD0656  STATE/COUNTY-  MO/GREENE
 HD0656  USGS QUAD   -  SPRINGFIELD (1975)
 HD0656
 HD0656                         *CURRENT SURVEY CONTROL
 HD0656  ___________________________________________________________________
 HD0656* NAD 83(1986)-  37 12 59.     (N)    093 22 05.     (W)     SCALED    
 HD0656* NAVD 88     -       387.911  (meters)    1272.67   (feet)  ADJUSTED  
 HD0656  ___________________________________________________________________
 HD0656  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 HD0656  DYNAMIC HT  -         387.598 (meters)    1271.64  (feet)  COMP
 HD0656  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 HD0656
 HD0656  VERT ORDER  -  FIRST     CLASS II
 HD0656
 HD0656.The horizontal coordinates were scaled from a topographic map and have
 HD0656.an estimated accuracy of +/- 6 seconds.
 HD0656
 HD0656.The orthometric height was determined by differential leveling
 HD0656.and adjusted by the National Geodetic Survey in June 1991..
 HD0656
 HD0656.The geoid height was determined by GEOID03.
 HD0656
 HD0656.The dynamic height is computed by dividing the NAVD 88
 HD0656.geopotential number by the normal gravity value computed on the
 HD0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0656.degrees latitude (g = 980.6199 gals.).
 HD0656
 HD0656.The modeled gravity was interpolated from observed gravity values.
 HD0656
 HD0656;                    North         East    Units  Estimated Accuracy
 HD0656;SPC MO C     -   153,820.      422,960.      MT  (+/- 180 meters Scaled)
 HD0656
 HD0656                          SUPERSEDED SURVEY CONTROL
 HD0656
 HD0656  NGVD 29 (??/??/92)  387.779  (m)         1272.24   (f) ADJ UNCH    1 2
 HD0656
 HD0656.Superseded values are not recommended for survey control.
 HD0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0656.See file dsdata.txt to determine how the superseded data were derived.
 HD0656
 HD0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB673189(NAD 83)
 HD0656_MARKER: DB = BENCH MARK DISK
 HD0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0656_STAMPING: 1272.238 L 5 1928
 HD0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0656+STABILITY: SURFACE MOTION
 HD0656
 HD0656  HISTORY     - Date     Condition        Report By
 HD0656  HISTORY     - 1928     MONUMENTED       CGS
 HD0656  HISTORY     - 1957     MARK NOT FOUND   NGS
 HD0656  HISTORY     - 19891010 MARK NOT FOUND   NGS
 HD0656
 HD0656                          STATION DESCRIPTION
 HD0656
 HD0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HD0656'4 MI W FROM SPRINGFIELD.
 HD0656'4 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0656'SPRINGFIELD, GREENE COUNTY, 1/5 MILE WEST OF THE RAILROAD JUNCTION
 HD0656'AT NICHOLS, 11 RAILS SOUTHWEST OF THE SEMAPHORE BEARING THE
 HD0656'LETTERS B L, 108 FEET WEST OF THE WEST SIDE OF A HOUSE, 102
 HD0656'FEET NORTHWEST OF THE CENTER OF A STREET INTERSECTION, 64-1/2
 HD0656'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 44 FEET
 HD0656'SOUTHWEST OF POLE 241-41.  A STANDARD DISK, STAMPED 1272.238 L
 HD0656'5 1928 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HD0656'GROUND.  NOTE-- THE THREE REMAINING TIE-IN POINTS, THE RAILROAD,
 HD0656'HOUSE, AND STREET INTERSECTION FAILED TO INTERSECT BY ABOUT
 HD0656'TWENTY FEET.
 HD0656
 HD0656                          STATION RECOVERY (1989)
 HD0656
 HD0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2275 ***********************************************************************
 JD2275  DESIGNATION -  L 5 B 1
 JD2275  PID         -  JD2275
 JD2275  STATE/COUNTY-  MO/JOHNSON
 JD2275  USGS QUAD   -  HOLDEN (1954)
 JD2275
 JD2275                         *CURRENT SURVEY CONTROL
 JD2275  ___________________________________________________________________
 JD2275* NAD 83(1986)-  38 37 52.     (N)    093 53 56.     (W)     SCALED    
 JD2275* NAVD 88     -       263.772  (meters)     865.39   (feet)  ADJUSTED  
 JD2275  ___________________________________________________________________
 JD2275  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2275  DYNAMIC HT  -         263.591 (meters)     864.80  (feet)  COMP
 JD2275  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JD2275
 JD2275  VERT ORDER  -  SECOND    CLASS 0
 JD2275
 JD2275.The horizontal coordinates were scaled from a topographic map and have
 JD2275.an estimated accuracy of +/- 6 seconds.
 JD2275
 JD2275.The orthometric height was determined by differential leveling
 JD2275.and adjusted by the National Geodetic Survey in June 1991..
 JD2275
 JD2275.The geoid height was determined by GEOID03.
 JD2275
 JD2275.The dynamic height is computed by dividing the NAVD 88
 JD2275.geopotential number by the normal gravity value computed on the
 JD2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2275.degrees latitude (g = 980.6199 gals.).
 JD2275
 JD2275.The modeled gravity was interpolated from observed gravity values.
 JD2275
 JD2275;                    North         East    Units  Estimated Accuracy
 JD2275;SPC MO W     -   273,670.      902,340.      MT  (+/- 180 meters Scaled)
 JD2275
 JD2275                          SUPERSEDED SURVEY CONTROL
 JD2275
 JD2275  NGVD 29 (??/??/92)  263.66   (m)          865.0    (f) COMPUTED    2 0
 JD2275
 JD2275.Superseded values are not recommended for survey control.
 JD2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2275.See file dsdata.txt to determine how the superseded data were derived.
 JD2275
 JD2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC217762(NAD 83)
 JD2275_MARKER: Z = SEE DESCRIPTION
 JD2275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2275_SP_SET: TRIBRACH
 JD2275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2275
 JD2275  HISTORY     - Date     Condition        Report By
 JD2275  HISTORY     - UNK      MONUMENTED       DOD
 JD2275  HISTORY     - 1963     GOOD             NGS
 JD2275
 JD2275                          STATION DESCRIPTION
 JD2275
 JD2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2275'1.6 MI SE FROM MAGNOLIA.
 JD2275'ABOUT 0.65 MILE SOUTH ALONG PAVED STATE ROAD 0 FROM MILLERS
 JD2275'STORE AT MAGNOLIA, THENCE 0.85 MILE EAST ALONG A GRAVELED COUNTY
 JD2275'ROAD, THENCE 0.15 MILE NORTH ACROSS A PASTURE, IN S 4, R 27 W,
 JD2275'T 44 N, ON THE WEST SLOPE OF A SLIGHT HILL, A 1 1/2 X 4 FOOT
 JD2275'CONCRETE PEDESTAL WITH TRIBRACH.  A USAF MONOLITH AZ.
 JD2275'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2274 ***********************************************************************
 JD2274  DESIGNATION -  L 5 B 2
 JD2274  PID         -  JD2274
 JD2274  STATE/COUNTY-  MO/JOHNSON
 JD2274  USGS QUAD   -  HOLDEN (1954)
 JD2274
 JD2274                         *CURRENT SURVEY CONTROL
 JD2274  ___________________________________________________________________
 JD2274* NAD 83(1986)-  38 37 40.     (N)    093 54 08.     (W)     SCALED    
 JD2274* NAVD 88     -       266.704  (meters)     875.01   (feet)  ADJUSTED  
 JD2274  ___________________________________________________________________
 JD2274  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2274  DYNAMIC HT  -         266.521 (meters)     874.41  (feet)  COMP
 JD2274  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JD2274
 JD2274  VERT ORDER  -  SECOND    CLASS 0
 JD2274
 JD2274.The horizontal coordinates were scaled from a topographic map and have
 JD2274.an estimated accuracy of +/- 6 seconds.
 JD2274
 JD2274.The orthometric height was determined by differential leveling
 JD2274.and adjusted by the National Geodetic Survey in June 1991..
 JD2274
 JD2274.The geoid height was determined by GEOID03.
 JD2274
 JD2274.The dynamic height is computed by dividing the NAVD 88
 JD2274.geopotential number by the normal gravity value computed on the
 JD2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2274.degrees latitude (g = 980.6199 gals.).
 JD2274
 JD2274.The modeled gravity was interpolated from observed gravity values.
 JD2274
 JD2274;                    North         East    Units  Estimated Accuracy
 JD2274;SPC MO W     -   273,300.      902,050.      MT  (+/- 180 meters Scaled)
 JD2274
 JD2274                          SUPERSEDED SURVEY CONTROL
 JD2274
 JD2274  NGVD 29 (??/??/92)  266.59   (m)          874.6    (f) COMPUTED    2 0
 JD2274
 JD2274.Superseded values are not recommended for survey control.
 JD2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2274.See file dsdata.txt to determine how the superseded data were derived.
 JD2274
 JD2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC214758(NAD 83)
 JD2274_MARKER: Z = SEE DESCRIPTION
 JD2274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2274_SP_SET: TRIBRACH
 JD2274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2274
 JD2274  HISTORY     - Date     Condition        Report By
 JD2274  HISTORY     - UNK      MONUMENTED       DOD
 JD2274  HISTORY     - 1963     GOOD             NGS
 JD2274
 JD2274                          STATION DESCRIPTION
 JD2274
 JD2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2274'1.4 MI SE FROM MAGNOLIA.
 JD2274'ABOUT 0.65 MILE SOUTH ALONG PAVED STATE ROAD 0 FROM MILLERS
 JD2274'STORE AT MAGNOLIA, THENCE 0.55 MILE EAST ALONG A GRAVELED COUNTY
 JD2274'ROAD, THENCE 0.2 MILE SOUTHEAST ACROSS A PASTURE, IN S 4, R 27 W,
 JD2274'T 44 N, ON THE EAST SLOPE OF A SMALL DRAW, NEAR THE NORTHEAST
 JD2274'CORNER OF THE PASTURE, ABOUT 143 YARDS SOUTH OF AN EAST-WEST
 JD2274'FENCE, 180 FEET WEST OF A NORTH-SOUTH FENCE, A 1 1/2 X 4 FOOT
 JD2274'CONCRETE PEDESTAL WITH TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER
 JD2274'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2277 ***********************************************************************
 JD2277  DESIGNATION -  L 5 Z
 JD2277  PID         -  JD2277
 JD2277  STATE/COUNTY-  MO/JOHNSON
 JD2277  USGS QUAD   -  HOLDEN (1954)
 JD2277
 JD2277                         *CURRENT SURVEY CONTROL
 JD2277  ___________________________________________________________________
 JD2277* NAD 83(1986)-  38 37 44.     (N)    093 53 50.     (W)     SCALED    
 JD2277* NAVD 88     -       270.784  (meters)     888.40   (feet)  ADJUSTED  
 JD2277  ___________________________________________________________________
 JD2277  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2277  DYNAMIC HT  -         270.599 (meters)     887.79  (feet)  COMP
 JD2277  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JD2277
 JD2277  VERT ORDER  -  SECOND    CLASS 0
 JD2277
 JD2277.The horizontal coordinates were scaled from a topographic map and have
 JD2277.an estimated accuracy of +/- 6 seconds.
 JD2277
 JD2277.The orthometric height was determined by differential leveling
 JD2277.and adjusted by the National Geodetic Survey in June 1991..
 JD2277
 JD2277.The geoid height was determined by GEOID03.
 JD2277
 JD2277.The dynamic height is computed by dividing the NAVD 88
 JD2277.geopotential number by the normal gravity value computed on the
 JD2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2277.degrees latitude (g = 980.6199 gals.).
 JD2277
 JD2277.The modeled gravity was interpolated from observed gravity values.
 JD2277
 JD2277;                    North         East    Units  Estimated Accuracy
 JD2277;SPC MO W     -   273,430.      902,490.      MT  (+/- 180 meters Scaled)
 JD2277
 JD2277                          SUPERSEDED SURVEY CONTROL
 JD2277
 JD2277  NGVD 29 (??/??/92)  270.67   (m)          888.0    (f) COMPUTED    2 0
 JD2277
 JD2277.Superseded values are not recommended for survey control.
 JD2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2277.See file dsdata.txt to determine how the superseded data were derived.
 JD2277
 JD2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC219759(NAD 83)
 JD2277_MARKER: DS = TRIANGULATION STATION DISK
 JD2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2277_STAMPING: L 5 Z 1963
 JD2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2277+STABILITY: SURFACE MOTION
 JD2277
 JD2277  HISTORY     - Date     Condition        Report By
 JD2277  HISTORY     - 1963     MONUMENTED       CGS
 JD2277
 JD2277                          STATION DESCRIPTION
 JD2277
 JD2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2277'1.6 MI SE FROM MAGNOLIA.
 JD2277'ABOUT 0.65 MILE SOUTH ALONG PAVED STATE ROAD 0 FROM MILLERS
 JD2277'STORE AT MAGNOLIA, THENCE 0.95 MILE EAST ALONG A GRAVELED
 JD2277'COUNTY ROAD, IN S 4, R 27 W, T 44 N, AT THE CREST OF A SLIGHT
 JD2277'HILL, 69.5 FEET NORTHWEST ACROSS THE ROAD FROM R.M. 1, 72.0
 JD2277'FEET NORTHEAST ACROSS THE ROAD FROM R.M. 2, 20 FEET NORTH
 JD2277'OF THE CENTERLINE OF THE ROAD, 20 FEET WEST OF A FENCE CORNER,
 JD2277'5 FEET SOUTH OF A FENCE, 4.5 FEET SOUTH OF A METAL WITNESS
 JD2277'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD2277'POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2273 ***********************************************************************
 JD2273  DESIGNATION -  L 5 Z AZ MK
 JD2273  PID         -  JD2273
 JD2273  STATE/COUNTY-  MO/JOHNSON
 JD2273  USGS QUAD   -  HOLDEN (1954)
 JD2273
 JD2273                         *CURRENT SURVEY CONTROL
 JD2273  ___________________________________________________________________
 JD2273* NAD 83(1986)-  38 37 44.     (N)    093 54 17.     (W)     SCALED    
 JD2273* NAVD 88     -       274.727  (meters)     901.33   (feet)  ADJUSTED  
 JD2273  ___________________________________________________________________
 JD2273  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2273  DYNAMIC HT  -         274.539 (meters)     900.72  (feet)  COMP
 JD2273  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JD2273
 JD2273  VERT ORDER  -  SECOND    CLASS 0
 JD2273
 JD2273.The horizontal coordinates were scaled from a topographic map and have
 JD2273.an estimated accuracy of +/- 6 seconds.
 JD2273
 JD2273.The orthometric height was determined by differential leveling
 JD2273.and adjusted by the National Geodetic Survey in June 1991..
 JD2273
 JD2273.The geoid height was determined by GEOID03.
 JD2273
 JD2273.The dynamic height is computed by dividing the NAVD 88
 JD2273.geopotential number by the normal gravity value computed on the
 JD2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2273.degrees latitude (g = 980.6199 gals.).
 JD2273
 JD2273.The modeled gravity was interpolated from observed gravity values.
 JD2273
 JD2273;                    North         East    Units  Estimated Accuracy
 JD2273;SPC MO W     -   273,420.      901,830.      MT  (+/- 180 meters Scaled)
 JD2273
 JD2273                          SUPERSEDED SURVEY CONTROL
 JD2273
 JD2273  NGVD 29 (??/??/92)  274.62   (m)          901.0    (f) COMPUTED    2 0
 JD2273
 JD2273.Superseded values are not recommended for survey control.
 JD2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2273.See file dsdata.txt to determine how the superseded data were derived.
 JD2273
 JD2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC212759(NAD 83)
 JD2273_MARKER: DZ = AZIMUTH MARK DISK
 JD2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2273_STAMPING: L 5 Z 1963
 JD2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2273+STABILITY: SURFACE MOTION
 JD2273
 JD2273  HISTORY     - Date     Condition        Report By
 JD2273  HISTORY     - 1963     MONUMENTED       CGS
 JD2273
 JD2273                          STATION DESCRIPTION
 JD2273
 JD2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2273'1.2 MI SE FROM MAGNOLIA.
 JD2273'ABOUT 0.65 MILE SOUTH ALONG PAVED STATE ROAD 0 FROM MILLERS
 JD2273'STORE AT MAGNOLIA, THENCE 0.55 MILE EAST ALONG A GRAVELED COUNTY
 JD2273'ROAD, IN S 4, R 27 W, T 44 N, ON THE EAST SLOPE OF A SMALL
 JD2273'HILL, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 9 FEET
 JD2273'NORTHEAST OF A FENCE CORNER, 1.5 FEET NORTH OF A FENCE, 1.3
 JD2273'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JD2273'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD2273'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2278 ***********************************************************************
 JD2278  DESIGNATION -  L 5 Z RM 1
 JD2278  PID         -  JD2278
 JD2278  STATE/COUNTY-  MO/JOHNSON
 JD2278  USGS QUAD   -  HOLDEN (1954)
 JD2278
 JD2278                         *CURRENT SURVEY CONTROL
 JD2278  ___________________________________________________________________
 JD2278* NAD 83(1986)-  38 37 44.     (N)    093 53 46.     (W)     SCALED    
 JD2278* NAVD 88     -       271.341  (meters)     890.22   (feet)  ADJUSTED  
 JD2278  ___________________________________________________________________
 JD2278  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2278  DYNAMIC HT  -         271.155 (meters)     889.61  (feet)  COMP
 JD2278  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 JD2278
 JD2278  VERT ORDER  -  SECOND    CLASS 0
 JD2278
 JD2278.The horizontal coordinates were scaled from a topographic map and have
 JD2278.an estimated accuracy of +/- 6 seconds.
 JD2278
 JD2278.The orthometric height was determined by differential leveling
 JD2278.and adjusted by the National Geodetic Survey in June 1991..
 JD2278
 JD2278.The geoid height was determined by GEOID03.
 JD2278
 JD2278.The dynamic height is computed by dividing the NAVD 88
 JD2278.geopotential number by the normal gravity value computed on the
 JD2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2278.degrees latitude (g = 980.6199 gals.).
 JD2278
 JD2278.The modeled gravity was interpolated from observed gravity values.
 JD2278
 JD2278;                    North         East    Units  Estimated Accuracy
 JD2278;SPC MO W     -   273,430.      902,580.      MT  (+/- 180 meters Scaled)
 JD2278
 JD2278                          SUPERSEDED SURVEY CONTROL
 JD2278
 JD2278  NGVD 29 (??/??/92)  271.23   (m)          889.9    (f) COMPUTED    2 0
 JD2278
 JD2278.Superseded values are not recommended for survey control.
 JD2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2278.See file dsdata.txt to determine how the superseded data were derived.
 JD2278
 JD2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC220759(NAD 83)
 JD2278_MARKER: DR = REFERENCE MARK DISK
 JD2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2278_STAMPING: L 5 Z NO 1 1963
 JD2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2278+STABILITY: SURFACE MOTION
 JD2278
 JD2278  HISTORY     - Date     Condition        Report By
 JD2278  HISTORY     - 1963     MONUMENTED       CGS
 JD2278
 JD2278                          STATION DESCRIPTION
 JD2278
 JD2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2278'1.6 MI SE FROM MAGNOLIA.
 JD2278'ABOUT 0.65 MILE SOUTH ALONG PAVED STATE ROAD 0 FROM MILLERS
 JD2278'STORE AT MAGNOLIA, THENCE 0.95 MILE EAST ALONG A GRAVELED
 JD2278'COUNTY ROAD, IN S 4, R 27 W, T 44 N, 118.0 FEET EAST OF R.M.
 JD2278'2, 69.5 FEET SOUTHEAST ACROSS THE ROAD FROM THE STATION MARK,
 JD2278'19.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.5 FEET SOUTH
 JD2278'OF A POWER POLE BRACED BY A GUY WIRE, 1.5 FEET NORTH OF A
 JD2278'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JD2278'CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2276 ***********************************************************************
 JD2276  DESIGNATION -  L 5 Z RM 2
 JD2276  PID         -  JD2276
 JD2276  STATE/COUNTY-  MO/JOHNSON
 JD2276  USGS QUAD   -  HOLDEN (1954)
 JD2276
 JD2276                         *CURRENT SURVEY CONTROL
 JD2276  ___________________________________________________________________
 JD2276* NAD 83(1986)-  38 37 44.     (N)    093 53 47.     (W)     SCALED    
 JD2276* NAVD 88     -       270.796  (meters)     888.44   (feet)  ADJUSTED  
 JD2276  ___________________________________________________________________
 JD2276  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2276  DYNAMIC HT  -         270.611 (meters)     887.83  (feet)  COMP
 JD2276  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 JD2276
 JD2276  VERT ORDER  -  SECOND    CLASS 0
 JD2276
 JD2276.The horizontal coordinates were scaled from a topographic map and have
 JD2276.an estimated accuracy of +/- 6 seconds.
 JD2276
 JD2276.The orthometric height was determined by differential leveling
 JD2276.and adjusted by the National Geodetic Survey in June 1991..
 JD2276
 JD2276.The geoid height was determined by GEOID03.
 JD2276
 JD2276.The dynamic height is computed by dividing the NAVD 88
 JD2276.geopotential number by the normal gravity value computed on the
 JD2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2276.degrees latitude (g = 980.6199 gals.).
 JD2276
 JD2276.The modeled gravity was interpolated from observed gravity values.
 JD2276
 JD2276;                    North         East    Units  Estimated Accuracy
 JD2276;SPC MO W     -   273,430.      902,560.      MT  (+/- 180 meters Scaled)
 JD2276
 JD2276                          SUPERSEDED SURVEY CONTROL
 JD2276
 JD2276  NGVD 29 (??/??/92)  270.69   (m)          888.1    (f) COMPUTED    2 0
 JD2276
 JD2276.Superseded values are not recommended for survey control.
 JD2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2276.See file dsdata.txt to determine how the superseded data were derived.
 JD2276
 JD2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC219759(NAD 83)
 JD2276_MARKER: DR = REFERENCE MARK DISK
 JD2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2276_STAMPING: L 5 Z NO 2 1963
 JD2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2276+STABILITY: SURFACE MOTION
 JD2276
 JD2276  HISTORY     - Date     Condition        Report By
 JD2276  HISTORY     - 1963     MONUMENTED       CGS
 JD2276
 JD2276                          STATION DESCRIPTION
 JD2276
 JD2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2276'1.6 MI SE FROM MAGNOLIA.
 JD2276'ABOUT 0.65 MILE SOUTH ALONG PAVED STATE ROAD 0 FROM MILLERS
 JD2276'STORE AT MAGNOLIA, THENCE 0.95 MILE EAST ALONG A GRAVELED
 JD2276'COUNTY ROAD, IN S 4, R 27 W, T 44 N, 118.0 FEET WEST OF R.M.
 JD2276'1, 72.0 FEET SOUTHWEST ACROSS THE ROAD FROM THE STATION MARK,
 JD2276'20.6 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 0.9 FOOT NORTH
 JD2276'OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JD2276'OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0497 ***********************************************************************
 HC0497  DESIGNATION -  L 50
 HC0497  PID         -  HC0497
 HC0497  STATE/COUNTY-  MO/DENT
 HC0497  USGS QUAD   -  GLADDEN (1967)
 HC0497
 HC0497                         *CURRENT SURVEY CONTROL
 HC0497  ___________________________________________________________________
 HC0497* NAD 83(1986)-  37 29 54.     (N)    091 27 24.     (W)     SCALED    
 HC0497* NAVD 88     -       393.262  (meters)    1290.23   (feet)  POSTED    
 HC0497  ___________________________________________________________________
 HC0497  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0497  DYNAMIC HT  -         392.950 (meters)    1289.20  (feet)  COMP
 HC0497  MODELED GRAV-     979,821.1   (mgal)                       NAVD 88
 HC0497
 HC0497  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0497
 HC0497.The horizontal coordinates were scaled from a topographic map and have
 HC0497.an estimated accuracy of +/- 6 seconds.
 HC0497
 HC0497.The orthometric height was determined by differential leveling
 HC0497.and adjusted by the National Geodetic Survey in 1992..
 HC0497.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0497.rate of 0.0 thru 1.0 mm/km.
 HC0497
 HC0497.The geoid height was determined by GEOID03.
 HC0497
 HC0497.The dynamic height is computed by dividing the NAVD 88
 HC0497.geopotential number by the normal gravity value computed on the
 HC0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0497.degrees latitude (g = 980.6199 gals.).
 HC0497
 HC0497.The modeled gravity was interpolated from observed gravity values.
 HC0497
 HC0497;                    North         East    Units  Estimated Accuracy
 HC0497;SPC MO E     -   185,190.      165,410.      MT  (+/- 180 meters Scaled)
 HC0497
 HC0497                          SUPERSEDED SURVEY CONTROL
 HC0497
 HC0497  NGVD 29 (??/??/92)  393.169  (m)         1289.92   (f) ADJ UNCH    2 0
 HC0497
 HC0497.Superseded values are not recommended for survey control.
 HC0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0497.See file dsdata.txt to determine how the superseded data were derived.
 HC0497
 HC0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB364512(NAD 83)
 HC0497_MARKER: DB = BENCH MARK DISK
 HC0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0497_STAMPING: L 50 1934
 HC0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0497+STABILITY: SURFACE MOTION
 HC0497
 HC0497  HISTORY     - Date     Condition        Report By
 HC0497  HISTORY     - 1934     MONUMENTED       CGS
 HC0497  HISTORY     - 1977     GOOD             NGS
 HC0497  HISTORY     - 1977     GOOD             NGS
 HC0497
 HC0497                          STATION DESCRIPTION
 HC0497
 HC0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0497'12.6 MI S FROM SALEM.
 HC0497'12.6 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0497'AT SALEM, DENT COUNTY, AT THE POST OFFICE AT GLADDEN, 50 FEET
 HC0497'SOUTH OF A SECONDARY ROAD JOINING THE HIGHWAY, 40 FEET WEST OF THE
 HC0497'CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A WIRE FENCE, AND 15
 HC0497'FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED L 50 1934
 HC0497'AND SET IN THE TOP OF A CONCRETE POST.
 HC0497
 HC0497                          STATION RECOVERY (1977)
 HC0497
 HC0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0497'12.6 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE AT
 HC0497'SALEM 50 FEET SOUTH OF A CROSSROAD, 40 FEET WEST OF THE CENTERLINE OF
 HC0497'THE HIGHWAY, 1 FOOT EAST OF A WIRE FENCE CORNER.
 HC0497
 HC0497                          STATION RECOVERY (1977)
 HC0497
 HC0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0497'12.6 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE AT
 HC0497'SALEM 50 FEET SOUTH OF A CROSSROAD, 40 FEET WEST OF THE CENTERLINE OF
 HC0497'THE HIGHWAY, 1 FOOT EAST OF A WIRE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0690 ***********************************************************************
 GE0690  DESIGNATION -  L 51
 GE0690  PID         -  GE0690
 GE0690  STATE/COUNTY-  MO/OREGON
 GE0690  USGS QUAD   -  THOMASVILLE (1986)
 GE0690
 GE0690                         *CURRENT SURVEY CONTROL
 GE0690  ___________________________________________________________________
 GE0690* NAD 83(1986)-  36 47 23.     (N)    091 31 55.     (W)     SCALED    
 GE0690* NAVD 88     -       196.213  (meters)     643.74   (feet)  POSTED    
 GE0690  ___________________________________________________________________
 GE0690  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 GE0690  DYNAMIC HT  -         196.050 (meters)     643.21  (feet)  COMP
 GE0690  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 GE0690
 GE0690  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0690
 GE0690.The horizontal coordinates were scaled from a topographic map and have
 GE0690.an estimated accuracy of +/- 6 seconds.
 GE0690
 GE0690.The orthometric height was determined by differential leveling
 GE0690.and adjusted by the National Geodetic Survey in 1992..
 GE0690.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0690.rate of 0.0 thru 1.0 mm/km.
 GE0690
 GE0690.The geoid height was determined by GEOID03.
 GE0690
 GE0690.The dynamic height is computed by dividing the NAVD 88
 GE0690.geopotential number by the normal gravity value computed on the
 GE0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0690.degrees latitude (g = 980.6199 gals.).
 GE0690
 GE0690.The modeled gravity was interpolated from observed gravity values.
 GE0690
 GE0690;                    North         East    Units  Estimated Accuracy
 GE0690;SPC MO E     -   106,620.      157,900.      MT  (+/- 180 meters Scaled)
 GE0690
 GE0690                          SUPERSEDED SURVEY CONTROL
 GE0690
 GE0690  NGVD 29 (??/??/92)  196.102  (m)          643.38   (f) ADJ UNCH    2 0
 GE0690
 GE0690.Superseded values are not recommended for survey control.
 GE0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0690.See file dsdata.txt to determine how the superseded data were derived.
 GE0690
 GE0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA309725(NAD 83)
 GE0690_MARKER: DB = BENCH MARK DISK
 GE0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0690_SP_SET: BUILDING
 GE0690_STAMPING: L 51 1934
 GE0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0690
 GE0690  HISTORY     - Date     Condition        Report By
 GE0690  HISTORY     - 1934     MONUMENTED       CGS
 GE0690  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0690
 GE0690                          STATION DESCRIPTION
 GE0690
 GE0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0690'AT THOMASVILLE.
 GE0690'AT THOMASVILLE, OREGON COUNTY, IN THE WEST FACE OF THE CONCRETE
 GE0690'SCHOOL, AT THE RIGHT SIDE OF THE FRONT ENTRANCE, AND 4 FEET
 GE0690'ABOVE GROUND.  A STANDARD DISK, STAMPED L 51 1934 AND SET
 GE0690'VERTICALLY.
 GE0690
 GE0690                          STATION RECOVERY (1977)
 GE0690
 GE0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0462 ***********************************************************************
 HC0462  DESIGNATION -  L 52
 HC0462  PID         -  HC0462
 HC0462  STATE/COUNTY-  MO/DENT
 HC0462  USGS QUAD   -  SHORT BEND (1981)
 HC0462
 HC0462                         *CURRENT SURVEY CONTROL
 HC0462  ___________________________________________________________________
 HC0462* NAD 83(1986)-  37 38 02.     (N)    091 22 51.     (W)     SCALED    
 HC0462* NAVD 88     -       388.532  (meters)    1274.71   (feet)  ADJUSTED  
 HC0462  ___________________________________________________________________
 HC0462  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 HC0462  DYNAMIC HT  -         388.233 (meters)    1273.73  (feet)  COMP
 HC0462  MODELED GRAV-     979,849.0   (mgal)                       NAVD 88
 HC0462
 HC0462  VERT ORDER  -  SECOND    CLASS 0
 HC0462
 HC0462.The horizontal coordinates were scaled from a topographic map and have
 HC0462.an estimated accuracy of +/- 6 seconds.
 HC0462
 HC0462.The orthometric height was determined by differential leveling
 HC0462.and adjusted by the National Geodetic Survey in June 1991..
 HC0462
 HC0462.The geoid height was determined by GEOID03.
 HC0462
 HC0462.The dynamic height is computed by dividing the NAVD 88
 HC0462.geopotential number by the normal gravity value computed on the
 HC0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0462.degrees latitude (g = 980.6199 gals.).
 HC0462
 HC0462.The modeled gravity was interpolated from observed gravity values.
 HC0462
 HC0462;                    North         East    Units  Estimated Accuracy
 HC0462;SPC MO E     -   200,160.      172,260.      MT  (+/- 180 meters Scaled)
 HC0462
 HC0462                          SUPERSEDED SURVEY CONTROL
 HC0462
 HC0462  NGVD 29 (??/??/92)  388.470  (m)         1274.51   (f) ADJ UNCH    2 0
 HC0462
 HC0462.Superseded values are not recommended for survey control.
 HC0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0462.See file dsdata.txt to determine how the superseded data were derived.
 HC0462
 HC0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB428664(NAD 83)
 HC0462_MARKER: DB = BENCH MARK DISK
 HC0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0462_STAMPING: L 52 1934
 HC0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0462+STABILITY: SURFACE MOTION
 HC0462
 HC0462  HISTORY     - Date     Condition        Report By
 HC0462  HISTORY     - 1934     MONUMENTED       CGS
 HC0462  HISTORY     - 1977     GOOD             USGS
 HC0462  HISTORY     - 1977     GOOD             USGS
 HC0462
 HC0462                          STATION DESCRIPTION
 HC0462
 HC0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0462'9.2 MI E FROM SALEM.
 HC0462'9.2 MILES EAST ALONG STATE HIGHWAY 32 FROM THE INTERSECTION OF
 HC0462'STATE HIGHWAY 19 AT SALEM, DENT COUNTY, 198 FEET NORTH OF THE CENTER
 HC0462'OF THE GATE TO THE NOBE DITLEY FARM IN 1934, 36 FEET WEST OF THE
 HC0462'CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF THE FENCE, AND 8 FEET
 HC0462'NORTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED L 52 1934 AND
 HC0462'SET IN THE TOP OF A CONCRETE POST.
 HC0462
 HC0462                          STATION RECOVERY (1977)
 HC0462
 HC0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HC0462'9.2 MILES EAST ALONG STATE HWY. 32 FROM THE INTERSECTION OF STATE
 HC0462'HWY. 19 AT SALEM, DENT CO. 193 FEET NORTH AND 36 FEET WEST (NORMAL TO
 HC0462'ROAD) AT HWY. CENTERLINE OF DRIVEWAY. 13 FEET EAST AND 4 FEET SOUTH
 HC0462'OF TELEPHONE LINE, 1 FOOT SOUTH OF WITNESS POST.
 HC0462
 HC0462                          STATION RECOVERY (1977)
 HC0462
 HC0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HC0462'9.2 MILES EAST ALONG STATE HWY. 32 FROM THE INTERSECTION OF STATE
 HC0462'HWY. 19 AT SALEM, DENT CO. 193 FEET NORTH AND 36 FEET WEST (NORMAL TO
 HC0462'ROAD) AT HWY. CENTERLINE OF DRIVEWAY. 13 FEET EAST AND 4 FEET SOUTH
 HC0462'OF TELEPHONE LINE, 1 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0057 ***********************************************************************
 GE0057  DESIGNATION -  L 53
 GE0057  PID         -  GE0057
 GE0057  STATE/COUNTY-  MO/WAYNE
 GE0057  USGS QUAD   -  HENDRICKSON (1976)
 GE0057
 GE0057                         *CURRENT SURVEY CONTROL
 GE0057  ___________________________________________________________________
 GE0057* NAD 83(1986)-  36 59 36.     (N)    090 27 38.     (W)     SCALED    
 GE0057* NAVD 88     -       121.169  (meters)     397.54   (feet)  ADJUSTED  
 GE0057  ___________________________________________________________________
 GE0057  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 GE0057  DYNAMIC HT  -         121.074 (meters)     397.22  (feet)  COMP
 GE0057  MODELED GRAV-     979,850.3   (mgal)                       NAVD 88
 GE0057
 GE0057  VERT ORDER  -  SECOND    CLASS 0
 GE0057
 GE0057.The horizontal coordinates were scaled from a topographic map and have
 GE0057.an estimated accuracy of +/- 6 seconds.
 GE0057
 GE0057.The orthometric height was determined by differential leveling
 GE0057.and adjusted by the National Geodetic Survey in June 1991..
 GE0057
 GE0057.The geoid height was determined by GEOID03.
 GE0057
 GE0057.The dynamic height is computed by dividing the NAVD 88
 GE0057.geopotential number by the normal gravity value computed on the
 GE0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0057.degrees latitude (g = 980.6199 gals.).
 GE0057
 GE0057.The modeled gravity was interpolated from observed gravity values.
 GE0057
 GE0057;                    North         East    Units  Estimated Accuracy
 GE0057;SPC MO E     -   128,710.      253,510.      MT  (+/- 180 meters Scaled)
 GE0057
 GE0057                          SUPERSEDED SURVEY CONTROL
 GE0057
 GE0057  NGVD 29 (??/??/92)  121.209  (m)          397.67   (f) ADJ UNCH    2 0
 GE0057
 GE0057.Superseded values are not recommended for survey control.
 GE0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0057.See file dsdata.txt to determine how the superseded data were derived.
 GE0057
 GE0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA259971(NAD 83)
 GE0057_MARKER: DB = BENCH MARK DISK
 GE0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0057_STAMPING: L 53 1934
 GE0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0057+STABILITY: SURFACE MOTION
 GE0057
 GE0057  HISTORY     - Date     Condition        Report By
 GE0057  HISTORY     - 1934     MONUMENTED       CGS
 GE0057  HISTORY     - 1945     GOOD             NGS
 GE0057  HISTORY     - 1965     MARK NOT FOUND   USGS
 GE0057
 GE0057                          STATION DESCRIPTION
 GE0057
 GE0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 GE0057'11.8 MI S FROM GREENVILLE.
 GE0057'11.85 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0057'FROM THE POST OFFICE AT GREENVILLE, 0.15 MILE SOUTH OF A
 GE0057'HIGHWAY BRIDGE OVER OTTER CREEK AND ON THE RIGHT-OF-WAY LINE
 GE0057'ON THE WEST SIDE OF U.S. HIGHWAY 67, AND 1 FOOT NORTH OF A
 GE0057'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 53 1934
 GE0057'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE ST. LOUIS-SAN
 GE0057'FRANCISCO RAILWAY HAS BEEN ABANDONED AS OF FEBRUARY 1945.
 GE0057
 GE0057                          STATION RECOVERY (1965)
 GE0057
 GE0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GE0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0014 ***********************************************************************
 HC0014  DESIGNATION -  L 54
 HC0014  PID         -  HC0014
 HC0014  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0014  USGS QUAD   -  SPROTT (1964)
 HC0014
 HC0014                         *CURRENT SURVEY CONTROL
 HC0014  ___________________________________________________________________
 HC0014* NAD 83(1986)-  37 51 53.     (N)    090 18 14.     (W)     SCALED    
 HC0014* NAVD 88     -       303.644  (meters)     996.21   (feet)  ADJUSTED  
 HC0014  ___________________________________________________________________
 HC0014  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HC0014  DYNAMIC HT  -         303.423 (meters)     995.48  (feet)  COMP
 HC0014  MODELED GRAV-     979,893.7   (mgal)                       NAVD 88
 HC0014
 HC0014  VERT ORDER  -  SECOND    CLASS 0
 HC0014
 HC0014.The horizontal coordinates were scaled from a topographic map and have
 HC0014.an estimated accuracy of +/- 6 seconds.
 HC0014
 HC0014.The orthometric height was determined by differential leveling
 HC0014.and adjusted by the National Geodetic Survey in June 1991..
 HC0014
 HC0014.The geoid height was determined by GEOID03.
 HC0014
 HC0014.The dynamic height is computed by dividing the NAVD 88
 HC0014.geopotential number by the normal gravity value computed on the
 HC0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0014.degrees latitude (g = 980.6199 gals.).
 HC0014
 HC0014.The modeled gravity was interpolated from observed gravity values.
 HC0014
 HC0014;                    North         East    Units  Estimated Accuracy
 HC0014;SPC MO E     -   225,440.      267,260.      MT  (+/- 180 meters Scaled)
 HC0014
 HC0014                          SUPERSEDED SURVEY CONTROL
 HC0014
 HC0014  NGVD 29 (??/??/92)  303.692  (m)          996.36   (f) ADJ UNCH    2 0
 HC0014
 HC0014.Superseded values are not recommended for survey control.
 HC0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0014.See file dsdata.txt to determine how the superseded data were derived.
 HC0014
 HC0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB371942(NAD 83)
 HC0014_MARKER: DB = BENCH MARK DISK
 HC0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0014_SP_SET: BRIDGE
 HC0014_STAMPING: L 54 1934
 HC0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0014
 HC0014  HISTORY     - Date     Condition        Report By
 HC0014  HISTORY     - 1934     MONUMENTED       CGS
 HC0014  HISTORY     - 1963     MARK NOT FOUND   NGS
 HC0014
 HC0014                          STATION DESCRIPTION
 HC0014
 HC0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0014'1 MI E FROM SPROTT.
 HC0014'1.0 MILE EAST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM THE STATION
 HC0014'AT SPROTT, STE. GENEVIEVE COUNTY, 126 FEET EAST OF THE TWENTIETH
 HC0014'POLE WEST OF MILEPOST 103, AT A BRIDGE, IN THE TOP OF THE EAST
 HC0014'END OF THE NORTH SIDE OF THE ABUTMENT, AND 9 FEET NORTH OF THE
 HC0014'NORTH RAIL.  A STANDARD DISK, STAMPED L 54 1934.
 HC0014
 HC0014                          STATION RECOVERY (1963)
 HC0014
 HC0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HC0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0333 ***********************************************************************
 HC0333  DESIGNATION -  L 55
 HC0333  PID         -  HC0333
 HC0333  STATE/COUNTY-  MO/WASHINGTON
 HC0333  USGS QUAD   -  IRONDALE (1982)
 HC0333
 HC0333                         *CURRENT SURVEY CONTROL
 HC0333  ___________________________________________________________________
 HC0333* NAD 83(1986)-  37 45 16.     (N)    090 41 42.     (W)     SCALED    
 HC0333* NAVD 88     -       286.896  (meters)     941.26   (feet)  ADJUSTED  
 HC0333  ___________________________________________________________________
 HC0333  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HC0333  DYNAMIC HT  -         286.684 (meters)     940.56  (feet)  COMP
 HC0333  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 HC0333
 HC0333  VERT ORDER  -  SECOND    CLASS 0
 HC0333
 HC0333.The horizontal coordinates were scaled from a topographic map and have
 HC0333.an estimated accuracy of +/- 6 seconds.
 HC0333
 HC0333.The orthometric height was determined by differential leveling
 HC0333.and adjusted by the National Geodetic Survey in June 1991..
 HC0333
 HC0333.The geoid height was determined by GEOID03.
 HC0333
 HC0333.The dynamic height is computed by dividing the NAVD 88
 HC0333.geopotential number by the normal gravity value computed on the
 HC0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0333.degrees latitude (g = 980.6199 gals.).
 HC0333
 HC0333.The modeled gravity was interpolated from observed gravity values.
 HC0333
 HC0333;                    North         East    Units  Estimated Accuracy
 HC0333;SPC MO E     -   213,200.      232,820.      MT  (+/- 180 meters Scaled)
 HC0333
 HC0333                          SUPERSEDED SURVEY CONTROL
 HC0333
 HC0333  NGVD 29 (??/??/92)  286.906  (m)          941.29   (f) ADJ UNCH    2 0
 HC0333
 HC0333.Superseded values are not recommended for survey control.
 HC0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0333.See file dsdata.txt to determine how the superseded data were derived.
 HC0333
 HC0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB030810(NAD 83)
 HC0333_MARKER: DB = BENCH MARK DISK
 HC0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0333_STAMPING: L 55 1934
 HC0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0333+STABILITY: SURFACE MOTION
 HC0333
 HC0333  HISTORY     - Date     Condition        Report By
 HC0333  HISTORY     - 1934     MONUMENTED       CGS
 HC0333  HISTORY     - 1956     GOOD             NGS
 HC0333
 HC0333                          STATION DESCRIPTION
 HC0333
 HC0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HC0333'4.4 MI W FROM BISMARCK.
 HC0333'IN WASHINGTON COUNTY, 4.4 MILES WEST ALONG STATE HIGHWAY 32 FROM
 HC0333'THE MISSOURI-ILLINOIS RAILROAD STATION AT BISMARCK, ST. FRANCOIS
 HC0333'COUNTY, 350 FEET NORTH OF THE BAKER HOME IN 1934, 100 FEET
 HC0333'WEST OF A CONCRETE BRIDGE OVER A SMALL STREAM, 57 FEET NORTH OF
 HC0333'THE CENTERLINE OF THE HIGHWAY, AND 10 FEET NORTHEAST OF A
 HC0333'24-INCH OAK TREE ON GROUND RISING TO THE NORTH AND 6 FEET SOUTH
 HC0333'OF THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 55
 HC0333'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0041 ***********************************************************************
 HC0041  DESIGNATION -  L 56
 HC0041  PID         -  HC0041
 HC0041  STATE/COUNTY-  MO/ST FRANCOIS
 HC0041  USGS QUAD   -  KNOB LICK (1980)
 HC0041
 HC0041                         *CURRENT SURVEY CONTROL
 HC0041  ___________________________________________________________________
 HC0041* NAD 83(1986)-  37 38 16.     (N)    090 21 25.     (W)     SCALED    
 HC0041* NAVD 88     -       262.528  (meters)     861.31   (feet)  ADJUSTED  
 HC0041  ___________________________________________________________________
 HC0041  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HC0041  DYNAMIC HT  -         262.335 (meters)     860.68  (feet)  COMP
 HC0041  MODELED GRAV-     979,888.3   (mgal)                       NAVD 88
 HC0041
 HC0041  VERT ORDER  -  SECOND    CLASS 0
 HC0041
 HC0041.The horizontal coordinates were scaled from a topographic map and have
 HC0041.an estimated accuracy of +/- 6 seconds.
 HC0041
 HC0041.The orthometric height was determined by differential leveling
 HC0041.and adjusted by the National Geodetic Survey in June 1991..
 HC0041
 HC0041.The geoid height was determined by GEOID03.
 HC0041
 HC0041.The dynamic height is computed by dividing the NAVD 88
 HC0041.geopotential number by the normal gravity value computed on the
 HC0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0041.degrees latitude (g = 980.6199 gals.).
 HC0041
 HC0041.The modeled gravity was interpolated from observed gravity values.
 HC0041
 HC0041;                    North         East    Units  Estimated Accuracy
 HC0041;SPC MO E     -   200,240.      262,630.      MT  (+/- 180 meters Scaled)
 HC0041
 HC0041                          SUPERSEDED SURVEY CONTROL
 HC0041
 HC0041  NGVD 29 (??/??/92)  262.585  (m)          861.50   (f) ADJ UNCH    2 0
 HC0041
 HC0041.Superseded values are not recommended for survey control.
 HC0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0041.See file dsdata.txt to determine how the superseded data were derived.
 HC0041
 HC0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB332689(NAD 83)
 HC0041_MARKER: DB = BENCH MARK DISK
 HC0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0041_SP_SET: CULVERT
 HC0041_STAMPING: L 56 1934
 HC0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0041
 HC0041  HISTORY     - Date     Condition        Report By
 HC0041  HISTORY     - 1934     MONUMENTED       CGS
 HC0041
 HC0041                          STATION DESCRIPTION
 HC0041
 HC0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0041'2.8 MI S FROM KNOB LICK.
 HC0041'2.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0041'STATION AT KNOB LICK, ST. FRANCOIS COUNTY, ABOUT 300 FEET SOUTH
 HC0041'OF THE TWENTIETH POLE SOUTH OF MILEPOST 97, AT A CULVERT, IN THE
 HC0041'TOP OF THE SOUTHWEST END OF THE CONCRETE ABUTMENT, AND 7-1/2 FEET
 HC0041'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HC0041'L 56 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0275 ***********************************************************************
 JC0275  DESIGNATION -  L 57
 JC0275  PID         -  JC0275
 JC0275  STATE/COUNTY-  MO/STE GENEVIEVE
 JC0275  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC0275
 JC0275                         *CURRENT SURVEY CONTROL
 JC0275  ___________________________________________________________________
 JC0275* NAD 83(1986)-  38 01 32.     (N)    090 06 45.     (W)     SCALED    
 JC0275* NAVD 88     -       120.290  (meters)     394.65   (feet)  ADJUSTED  
 JC0275  ___________________________________________________________________
 JC0275  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 JC0275  DYNAMIC HT  -         120.208 (meters)     394.38  (feet)  COMP
 JC0275  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 JC0275
 JC0275  VERT ORDER  -  SECOND    CLASS 0
 JC0275
 JC0275.The horizontal coordinates were scaled from a topographic map and have
 JC0275.an estimated accuracy of +/- 6 seconds.
 JC0275
 JC0275.The orthometric height was determined by differential leveling
 JC0275.and adjusted by the National Geodetic Survey in June 1991..
 JC0275
 JC0275.The geoid height was determined by GEOID03.
 JC0275
 JC0275.The dynamic height is computed by dividing the NAVD 88
 JC0275.geopotential number by the normal gravity value computed on the
 JC0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0275.degrees latitude (g = 980.6199 gals.).
 JC0275
 JC0275.The modeled gravity was interpolated from observed gravity values.
 JC0275
 JC0275;                    North         East    Units  Estimated Accuracy
 JC0275;SPC MO E     -   243,340.      284,020.      MT  (+/- 180 meters Scaled)
 JC0275
 JC0275                          SUPERSEDED SURVEY CONTROL
 JC0275
 JC0275  NGVD 29 (??/??/92)  120.396  (m)          395.00   (f) ADJ UNCH    2 0
 JC0275
 JC0275.Superseded values are not recommended for survey control.
 JC0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0275.See file dsdata.txt to determine how the superseded data were derived.
 JC0275
 JC0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC534125(NAD 83)
 JC0275_MARKER: DB = BENCH MARK DISK
 JC0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0275_SP_SET: BRIDGE
 JC0275_STAMPING: L 57 1934
 JC0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0275
 JC0275  HISTORY     - Date     Condition        Report By
 JC0275  HISTORY     - 1934     MONUMENTED       CGS
 JC0275
 JC0275                          STATION DESCRIPTION
 JC0275
 JC0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JC0275'5.1 MI NW FROM STE GENEVIEVE.
 JC0275'5.1 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0275'FROM THE STATION AT STE. GENEVIEVE, STE. GENEVEIVE COUNTY, 0.2
 JC0275'MILE SOUTHEAST OF THE ROAD CROSSING AT THE SITE OF THE OLD
 JC0275'STATION AT WHITE SANDS, 104 FEET SOUTHEAST OF SIGNAL TOWER 599,
 JC0275'AT BRIDGE NO. 59.9, 21 FEET WEST OF THE BRIDGE MARKER, IN THE
 JC0275'TOP OF THE SOUTHEAST CORNER OF THE NORTHWEST ABUTMENT, AND 12
 JC0275'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 JC0275'STAMPED L 57 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1014 ***********************************************************************
 LF1014  DESIGNATION -  L 575.56
 LF1014  PID         -  LF1014
 LF1014  STATE/COUNTY-  MO/ATCHISON
 LF1014  USGS QUAD   -  HAMBURG (1984)
 LF1014
 LF1014                         *CURRENT SURVEY CONTROL
 LF1014  ___________________________________________________________________
 LF1014* NAD 83(1986)-  40 30 49.     (N)    095 39 33.     (W)     SCALED    
 LF1014* NAVD 88     -       274.974  (meters)     902.14   (feet)  ADJUSTED  
 LF1014  ___________________________________________________________________
 LF1014  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LF1014  DYNAMIC HT  -         274.829 (meters)     901.67  (feet)  COMP
 LF1014  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 LF1014
 LF1014  VERT ORDER  -  SECOND    CLASS 0
 LF1014
 LF1014.The horizontal coordinates were scaled from a topographic map and have
 LF1014.an estimated accuracy of +/- 6 seconds.
 LF1014
 LF1014.The orthometric height was determined by differential leveling
 LF1014.and adjusted by the National Geodetic Survey in June 1991..
 LF1014
 LF1014.The geoid height was determined by GEOID03.
 LF1014
 LF1014.The dynamic height is computed by dividing the NAVD 88
 LF1014.geopotential number by the normal gravity value computed on the
 LF1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1014.degrees latitude (g = 980.6199 gals.).
 LF1014
 LF1014.The modeled gravity was interpolated from observed gravity values.
 LF1014
 LF1014;                    North         East    Units  Estimated Accuracy
 LF1014;SPC MO W     -   483,140.      751,770.      MT  (+/- 180 meters Scaled)
 LF1014
 LF1014                          SUPERSEDED SURVEY CONTROL
 LF1014
 LF1014  NGVD 29 (??/??/92)  274.879  (m)          901.83   (f) ADJ UNCH    2 0
 LF1014
 LF1014.Superseded values are not recommended for survey control.
 LF1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1014.See file dsdata.txt to determine how the superseded data were derived.
 LF1014
 LF1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE747881(NAD 83)
 LF1014_MARKER: DD = SURVEY DISK
 LF1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF1014_SP_SET: BRIDGE
 LF1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1014
 LF1014  HISTORY     - Date     Condition        Report By
 LF1014  HISTORY     - UNK      MONUMENTED       DOD
 LF1014  HISTORY     - 1961     GOOD             NGS
 LF1014
 LF1014                          STATION DESCRIPTION
 LF1014
 LF1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF1014'4.6 MI W FROM WATSON.
 LF1014'THIS MARK IS ABOUT 0.35 MILE NORTH OF BENCH MARK L 211, BUT
 LF1014'SINCE THE BRIDGE OVER THE NISHNABOTNA RIVER IS GONE, YOU MUST
 LF1014'RETRACK TO WATSON, AND THEN FOLLOW THE HIGHWAY TO HAMBURG,
 LF1014'IOWA AND COME INTO THIS MARK FROM THE NORTH.  THE WITNESS POST
 LF1014'FOR THIS MARK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0131 ***********************************************************************
 HC0131  DESIGNATION -  L 58
 HC0131  PID         -  HC0131
 HC0131  STATE/COUNTY-  MO/WAYNE
 HC0131  USGS QUAD   -  GREENVILLE SW (1966)
 HC0131
 HC0131                         *CURRENT SURVEY CONTROL
 HC0131  ___________________________________________________________________
 HC0131* NAD 83(1986)-  37 05 58.     (N)    090 27 22.     (W)     SCALED    
 HC0131* NAVD 88     -       118.527  (meters)     388.87   (feet)  ADJUSTED  
 HC0131  ___________________________________________________________________
 HC0131  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HC0131  DYNAMIC HT  -         118.435 (meters)     388.57  (feet)  COMP
 HC0131  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 HC0131
 HC0131  VERT ORDER  -  SECOND    CLASS 0
 HC0131
 HC0131.The horizontal coordinates were scaled from a topographic map and have
 HC0131.an estimated accuracy of +/- 6 seconds.
 HC0131
 HC0131.The orthometric height was determined by differential leveling
 HC0131.and adjusted by the National Geodetic Survey in June 1991..
 HC0131
 HC0131.The geoid height was determined by GEOID03.
 HC0131
 HC0131.The dynamic height is computed by dividing the NAVD 88
 HC0131.geopotential number by the normal gravity value computed on the
 HC0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0131.degrees latitude (g = 980.6199 gals.).
 HC0131
 HC0131.The modeled gravity was interpolated from observed gravity values.
 HC0131
 HC0131;                    North         East    Units  Estimated Accuracy
 HC0131;SPC MO E     -   140,490.      253,900.      MT  (+/- 180 meters Scaled)
 HC0131
 HC0131                          SUPERSEDED SURVEY CONTROL
 HC0131
 HC0131  NGVD 29 (??/??/92)  118.582  (m)          389.05   (f) ADJ UNCH    2 0
 HC0131
 HC0131.Superseded values are not recommended for survey control.
 HC0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0131.See file dsdata.txt to determine how the superseded data were derived.
 HC0131
 HC0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB260089(NAD 83)
 HC0131_MARKER: DB = BENCH MARK DISK
 HC0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0131_SP_SET: BUILDING
 HC0131_STAMPING: L 58 1934
 HC0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0131
 HC0131  HISTORY     - Date     Condition        Report By
 HC0131  HISTORY     - 1934     MONUMENTED       CGS
 HC0131  HISTORY     - 1945     GOOD             NGS
 HC0131  HISTORY     - 1965     MARK NOT FOUND   USGS
 HC0131
 HC0131                          STATION DESCRIPTION
 HC0131
 HC0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HC0131'2.3 MI S FROM GREENVILLE.
 HC0131'2.3 MILES SOUTH ALONG U.S. HIGHWAY 67 FROM THE COUNTY COURTHOUSE
 HC0131'AT GREENVILLE, WAYNE COUNTY, AT THE SITE OF THE OLD TOWN, AT
 HC0131'THE OLD ABANDONED COUNTY COURTHOUSE, IN THE SOUTHEAST WALL,
 HC0131'50 FEET SOUTHWEST OF THE CENTER OF THE MAIN ENTRANCE TO THE
 HC0131'BUILDING, 1.8 FEET NORTHEAST OF THE SOUTH CORNER, AND 4.5 FEET
 HC0131'ABOVE THE GROUND.  A STANDARD DISK, STAMPED L 58 1934 AND
 HC0131'SET VERTICALLY.
 HC0131
 HC0131                          STATION RECOVERY (1965)
 HC0131
 HC0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HC0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0242 ***********************************************************************
 JC0242  DESIGNATION -  L 59
 JC0242  PID         -  JC0242
 JC0242  STATE/COUNTY-  MO/ST LOUIS
 JC0242  USGS QUAD   -  OAKVILLE (1998)
 JC0242
 JC0242                         *CURRENT SURVEY CONTROL
 JC0242  ___________________________________________________________________
 JC0242* NAD 83(1986)-  38 25 03.     (N)    090 18 53.     (W)     SCALED    
 JC0242* NAVD 88     -       125.604  (meters)     412.09   (feet)  ADJUSTED  
 JC0242  ___________________________________________________________________
 JC0242  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JC0242  DYNAMIC HT  -         125.522 (meters)     411.82  (feet)  COMP
 JC0242  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 JC0242
 JC0242  VERT ORDER  -  SECOND    CLASS 0
 JC0242
 JC0242.The horizontal coordinates were scaled from a topographic map and have
 JC0242.an estimated accuracy of +/- 6 seconds.
 JC0242
 JC0242.The orthometric height was determined by differential leveling
 JC0242.and adjusted by the National Geodetic Survey in June 1991..
 JC0242
 JC0242.The geoid height was determined by GEOID03.
 JC0242
 JC0242.The dynamic height is computed by dividing the NAVD 88
 JC0242.geopotential number by the normal gravity value computed on the
 JC0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0242.degrees latitude (g = 980.6199 gals.).
 JC0242
 JC0242.The modeled gravity was interpolated from observed gravity values.
 JC0242
 JC0242;                    North         East    Units  Estimated Accuracy
 JC0242;SPC MO E     -   286,790.      266,180.      MT  (+/- 180 meters Scaled)
 JC0242
 JC0242                          SUPERSEDED SURVEY CONTROL
 JC0242
 JC0242  NGVD 29 (??/??/92)  125.725  (m)          412.48   (f) ADJ UNCH    2 0
 JC0242
 JC0242.Superseded values are not recommended for survey control.
 JC0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0242.See file dsdata.txt to determine how the superseded data were derived.
 JC0242
 JC0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC344555(NAD 83)
 JC0242_MARKER: DB = BENCH MARK DISK
 JC0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0242_STAMPING: L 59 1934
 JC0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0242+STABILITY: SURFACE MOTION
 JC0242
 JC0242  HISTORY     - Date     Condition        Report By
 JC0242  HISTORY     - 1934     MONUMENTED       CGS
 JC0242  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JC0242  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JC0242  HISTORY     - 19940511 MARK NOT FOUND   USPSQD
 JC0242
 JC0242                          STATION DESCRIPTION
 JC0242
 JC0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JC0242'2.1 MI N FROM HILLCREST.
 JC0242'2.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0242'STATION AT HILLCREST, ST. LOUIS COUNTY, 390 FEET NORTHEAST OF
 JC0242'THE STATION AT WHITE HOUSE, 150 FEET NORTH OF MILEPOST 16, 45
 JC0242'FEET EAST OF A TOOL SHED, 30 FEET EAST OF THE CENTERLINE OF THE
 JC0242'TRACK, AND 4 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 JC0242'L 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JC0242
 JC0242                          STATION RECOVERY (1988)
 JC0242
 JC0242'RECOVERY NOTE BY US POWER SQUADRON 1988 (VFK)
 JC0242'MARK NOT FOUND.
 JC0242
 JC0242                          STATION RECOVERY (1988)
 JC0242
 JC0242'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCR)
 JC0242'MARK NOT FOUND.
 JC0242
 JC0242                          STATION RECOVERY (1994)
 JC0242
 JC0242'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0265 ***********************************************************************
 HD0265  DESIGNATION -  L 6
 HD0265  PID         -  HD0265
 HD0265  STATE/COUNTY-  MO/WEBSTER
 HD0265  USGS QUAD   -  SEYMOUR (1982)
 HD0265
 HD0265                         *CURRENT SURVEY CONTROL
 HD0265  ___________________________________________________________________
 HD0265* NAD 83(1986)-  37 09 09.     (N)    092 46 42.     (W)     SCALED    
 HD0265* NAVD 88     -       497.236  (meters)    1631.35   (feet)  ADJUSTED  
 HD0265  ___________________________________________________________________
 HD0265  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HD0265  DYNAMIC HT  -         496.830 (meters)    1630.02  (feet)  COMP
 HD0265  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 HD0265
 HD0265  VERT ORDER  -  FIRST     CLASS II
 HD0265
 HD0265.The horizontal coordinates were scaled from a topographic map and have
 HD0265.an estimated accuracy of +/- 6 seconds.
 HD0265
 HD0265.The orthometric height was determined by differential leveling
 HD0265.and adjusted by the National Geodetic Survey in June 1991..
 HD0265.WARNING-Repeat measurements at this control monument indicate possible
 HD0265.vertical movement.
 HD0265
 HD0265.The geoid height was determined by GEOID03.
 HD0265
 HD0265.The dynamic height is computed by dividing the NAVD 88
 HD0265.geopotential number by the normal gravity value computed on the
 HD0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0265.degrees latitude (g = 980.6199 gals.).
 HD0265
 HD0265.The modeled gravity was interpolated from observed gravity values.
 HD0265
 HD0265;                    North         East    Units  Estimated Accuracy
 HD0265;SPC MO C     -   146,410.      475,280.      MT  (+/- 180 meters Scaled)
 HD0265
 HD0265                          SUPERSEDED SURVEY CONTROL
 HD0265
 HD0265  NGVD 29 (10/05/93)  497.074  (m)         1630.82   (f) ADJUSTED    1 2
 HD0265
 HD0265.Superseded values are not recommended for survey control.
 HD0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0265.See file dsdata.txt to determine how the superseded data were derived.
 HD0265
 HD0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB196118(NAD 83)
 HD0265_MARKER: DB = BENCH MARK DISK
 HD0265_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HD0265_SP_SET: HEADWALL
 HD0265_STAMPING: L 6 1928 1630.771
 HD0265_MARK LOGO: CGS   
 HD0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0265+STABILITY: SURFACE MOTION
 HD0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0265+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1989
 HD0265
 HD0265  HISTORY     - Date     Condition        Report By
 HD0265  HISTORY     - 1928     MONUMENTED       CGS
 HD0265  HISTORY     - 1934     GOOD             NGS
 HD0265  HISTORY     - 1977     GOOD             NGS
 HD0265  HISTORY     - 1977     GOOD             NGS
 HD0265  HISTORY     - 1988     GOOD             USPSQD
 HD0265  HISTORY     - 19891002 GOOD             NGS
 HD0265
 HD0265                          STATION DESCRIPTION
 HD0265
 HD0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0265'0.6 MI W FROM SEYMOUR.
 HD0265'0.6 MILE WEST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0265'THE STATION AT SEYMOUR, WEBSTER COUNTY, 79 FEET EAST OF POLE
 HD0265'236, AT A CONCRETE CULVERT UNDER THE RAILROAD GRADE, IN THE
 HD0265'WEST END OF THE NORTH HEADWALL, 11 FEET NORTH OF THE CENTERLINE
 HD0265'OF THE TRACK, AND 14 INCHES EAST OF THE WEST END OF THE HEADWALL.
 HD0265'A STANDARD DISK, STAMPED 1630.771 L 6 1928.
 HD0265
 HD0265                          STATION RECOVERY (1977)
 HD0265
 HD0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0265'RECOVERED IN GOOD CONDITION.
 HD0265
 HD0265                          STATION RECOVERY (1977)
 HD0265
 HD0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0265'RECOVERED IN GOOD CONDITION.
 HD0265
 HD0265                          STATION RECOVERY (1988)
 HD0265
 HD0265'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMD)
 HD0265'RECOVERED IN GOOD CONDITION.
 HD0265
 HD0265                          STATION RECOVERY (1989)
 HD0265
 HD0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0265'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.0 KM
 HD0265'(0.60 MI) WESTERLY ALONG CLINTON AVENUE FROM ITS JUNCTION WITH COUNTY
 HD0265'ROAD K AND MAIN STREET IN SEYMOUR, IN TOP OF AND 0.4 M (1.3 FT) EAST
 HD0265'OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A SMALL CULVERT
 HD0265'UNDER THE BURLINGTON NORTHERN RAILROAD, 20.9 M (68.6 FT) SOUTH OF THE
 HD0265'CENTERLINE OF THE AVENUE, 2.7 M (8.9 FT) NORTH OF THE NEAR RAIL, AND
 HD0265'0.8 M (2.6 FT) BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0152 ***********************************************************************
 JE0152  DESIGNATION -  L 6 B 1
 JE0152  PID         -  JE0152
 JE0152  STATE/COUNTY-  MO/CASS
 JE0152  USGS QUAD   -  GARDEN CITY (1954)
 JE0152
 JE0152                         *CURRENT SURVEY CONTROL
 JE0152  ___________________________________________________________________
 JE0152* NAD 83(1986)-  38 31 28.     (N)    094 08 23.     (W)     SCALED    
 JE0152* NAVD 88     -       270.389  (meters)     887.10   (feet)  ADJUSTED  
 JE0152  ___________________________________________________________________
 JE0152  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JE0152  DYNAMIC HT  -         270.202 (meters)     886.49  (feet)  COMP
 JE0152  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 JE0152
 JE0152  VERT ORDER  -  SECOND    CLASS 0
 JE0152
 JE0152.The horizontal coordinates were scaled from a topographic map and have
 JE0152.an estimated accuracy of +/- 6 seconds.
 JE0152
 JE0152.The orthometric height was determined by differential leveling
 JE0152.and adjusted by the National Geodetic Survey in June 1991..
 JE0152
 JE0152.The geoid height was determined by GEOID03.
 JE0152
 JE0152.The dynamic height is computed by dividing the NAVD 88
 JE0152.geopotential number by the normal gravity value computed on the
 JE0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0152.degrees latitude (g = 980.6199 gals.).
 JE0152
 JE0152.The modeled gravity was interpolated from observed gravity values.
 JE0152
 JE0152;                    North         East    Units  Estimated Accuracy
 JE0152;SPC MO W     -   261,720.      881,420.      MT  (+/- 180 meters Scaled)
 JE0152
 JE0152                          SUPERSEDED SURVEY CONTROL
 JE0152
 JE0152  NGVD 29 (??/??/92)  270.25   (m)          886.6    (f) COMPUTED    2 0
 JE0152
 JE0152.Superseded values are not recommended for survey control.
 JE0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0152.See file dsdata.txt to determine how the superseded data were derived.
 JE0152
 JE0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC006646(NAD 83)
 JE0152_MARKER: DZ = AZIMUTH MARK DISK
 JE0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0152+STABILITY: SURFACE MOTION
 JE0152
 JE0152  HISTORY     - Date     Condition        Report By
 JE0152  HISTORY     - UNK      MONUMENTED       DOD
 JE0152  HISTORY     - 1963     GOOD             NGS
 JE0152
 JE0152                          STATION DESCRIPTION
 JE0152
 JE0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0152'4.4 MI SE FROM GARDEN CITY.
 JE0152'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0152'SCHOOL AT GARDEN CITY, THENCE 4.2 MILES SOUTHEAST ALONG STATE
 JE0152'HIGHWAY 7, 0.2 MILE SOUTHWEST OF A WHITE BARN AND HOUSE WITH
 JE0152'A BLUE ROOF, 0.1 MILE SOUTHEAST OF A ROAD INTERSECTION, 82
 JE0152'YARDS NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 JE0152'NORTHEAST OF THE CENTER LINE OF A DITCH LINED WITH TREES, 13
 JE0152'FEET NORTHEAST OF A FENCE, IN THE SOUTHWEST EDGE OF A FIELD
 JE0152'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JE0152'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JE0152'CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0153 ***********************************************************************
 JE0153  DESIGNATION -  L 6 B 2
 JE0153  PID         -  JE0153
 JE0153  STATE/COUNTY-  MO/CASS
 JE0153  USGS QUAD   -  GARDEN CITY (1954)
 JE0153
 JE0153                         *CURRENT SURVEY CONTROL
 JE0153  ___________________________________________________________________
 JE0153* NAD 83(1986)-  38 31 21.     (N)    094 08 32.     (W)     SCALED    
 JE0153* NAVD 88     -       281.139  (meters)     922.37   (feet)  ADJUSTED  
 JE0153  ___________________________________________________________________
 JE0153  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0153  DYNAMIC HT  -         280.945 (meters)     921.73  (feet)  COMP
 JE0153  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 JE0153
 JE0153  VERT ORDER  -  SECOND    CLASS 0
 JE0153
 JE0153.The horizontal coordinates were scaled from a topographic map and have
 JE0153.an estimated accuracy of +/- 6 seconds.
 JE0153
 JE0153.The orthometric height was determined by differential leveling
 JE0153.and adjusted by the National Geodetic Survey in June 1991..
 JE0153
 JE0153.The geoid height was determined by GEOID03.
 JE0153
 JE0153.The dynamic height is computed by dividing the NAVD 88
 JE0153.geopotential number by the normal gravity value computed on the
 JE0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0153.degrees latitude (g = 980.6199 gals.).
 JE0153
 JE0153.The modeled gravity was interpolated from observed gravity values.
 JE0153
 JE0153;                    North         East    Units  Estimated Accuracy
 JE0153;SPC MO W     -   261,510.      881,200.      MT  (+/- 180 meters Scaled)
 JE0153
 JE0153                          SUPERSEDED SURVEY CONTROL
 JE0153
 JE0153  NGVD 29 (??/??/92)  281.00   (m)          921.9    (f) COMPUTED    2 0
 JE0153
 JE0153.Superseded values are not recommended for survey control.
 JE0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0153.See file dsdata.txt to determine how the superseded data were derived.
 JE0153
 JE0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC004644(NAD 83)
 JE0153_MARKER: DZ = AZIMUTH MARK DISK
 JE0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0153+STABILITY: SURFACE MOTION
 JE0153
 JE0153  HISTORY     - Date     Condition        Report By
 JE0153  HISTORY     - UNK      MONUMENTED       DOD
 JE0153  HISTORY     - 1963     GOOD             NGS
 JE0153
 JE0153                          STATION DESCRIPTION
 JE0153
 JE0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0153'4.6 MI SE FROM GARDEN CITY.
 JE0153'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0153'SCHOOL AT GARDEN CITY, THENCE 4.2 MILES SOUTHEAST ALONG STATE
 JE0153'HIGHWAY 7 TO L6 B1 (USAF), THENCE 0.2 MILE NORTHEAST ACROSS
 JE0153'COUNTRY TO THE VERL JONES FARM, 85 YARDS SOUTH OF THE CENTER
 JE0153'LINE OF A GRAVELED ROAD, 83 FEET WEST OF THE SOUTHWEST CORNER
 JE0153'OF A WHITE BARN, 11 FEET WEST OF A FENCE, 9 FEET WEST OF A POWER
 JE0153'POLE AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JE0153'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JE0153'CYLINDER PROJECTING 5 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0150 ***********************************************************************
 JE0150  DESIGNATION -  L 6 Z
 JE0150  PID         -  JE0150
 JE0150  STATE/COUNTY-  MO/CASS
 JE0150  USGS QUAD   -  GARDEN CITY (1954)
 JE0150
 JE0150                         *CURRENT SURVEY CONTROL
 JE0150  ___________________________________________________________________
 JE0150* NAD 83(1986)-  38 31 42.     (N)    094 08 53.     (W)     SCALED    
 JE0150* NAVD 88     -       278.515  (meters)     913.76   (feet)  ADJUSTED  
 JE0150  ___________________________________________________________________
 JE0150  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0150  DYNAMIC HT  -         278.324 (meters)     913.13  (feet)  COMP
 JE0150  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 JE0150
 JE0150  VERT ORDER  -  SECOND    CLASS 0
 JE0150
 JE0150.The horizontal coordinates were scaled from a topographic map and have
 JE0150.an estimated accuracy of +/- 6 seconds.
 JE0150
 JE0150.The orthometric height was determined by differential leveling
 JE0150.and adjusted by the National Geodetic Survey in June 1991..
 JE0150
 JE0150.The geoid height was determined by GEOID03.
 JE0150
 JE0150.The dynamic height is computed by dividing the NAVD 88
 JE0150.geopotential number by the normal gravity value computed on the
 JE0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0150.degrees latitude (g = 980.6199 gals.).
 JE0150
 JE0150.The modeled gravity was interpolated from observed gravity values.
 JE0150
 JE0150;                    North         East    Units  Estimated Accuracy
 JE0150;SPC MO W     -   262,150.      880,690.      MT  (+/- 180 meters Scaled)
 JE0150
 JE0150                          SUPERSEDED SURVEY CONTROL
 JE0150
 JE0150  NGVD 29 (??/??/92)  278.38   (m)          913.3    (f) COMPUTED    2 0
 JE0150
 JE0150.Superseded values are not recommended for survey control.
 JE0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0150.See file dsdata.txt to determine how the superseded data were derived.
 JE0150
 JE0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC999650(NAD 83)
 JE0150_MARKER: DS = TRIANGULATION STATION DISK
 JE0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0150_STAMPING: L 6 Z 1963
 JE0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0150+STABILITY: SURFACE MOTION
 JE0150
 JE0150  HISTORY     - Date     Condition        Report By
 JE0150  HISTORY     - 1963     MONUMENTED       CGS
 JE0150
 JE0150                          STATION DESCRIPTION
 JE0150
 JE0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0150'3.9 MI SE FROM GARDEN CITY.
 JE0150'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0150'SCHOOL AT GARDEN CITY, THENCE 3.7 MILES SOUTHEAST ALONG STATE
 JE0150'HIGHWAY 7, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JE0150'79.0 FEET NORTHWEST OF L 6 Z RM 1, 76.7 FEET SOUTHEAST OF L 6
 JE0150'Z RM 2, 53 FEET NORTH OF A 14-INCH TREE WHICH IS ON AN ABANDONED
 JE0150'RAILROAD GRADE, 8.5 FEET NORTHEAST OF A METAL WITNESS POST,
 JE0150'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 JE0150'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0151 ***********************************************************************
 JE0151  DESIGNATION -  L 6 Z RM 1
 JE0151  PID         -  JE0151
 JE0151  STATE/COUNTY-  MO/CASS
 JE0151  USGS QUAD   -  GARDEN CITY (1954)
 JE0151
 JE0151                         *CURRENT SURVEY CONTROL
 JE0151  ___________________________________________________________________
 JE0151* NAD 83(1986)-  38 31 41.     (N)    094 08 52.     (W)     SCALED    
 JE0151* NAVD 88     -       277.708  (meters)     911.11   (feet)  ADJUSTED  
 JE0151  ___________________________________________________________________
 JE0151  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0151  DYNAMIC HT  -         277.517 (meters)     910.49  (feet)  COMP
 JE0151  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 JE0151
 JE0151  VERT ORDER  -  SECOND    CLASS 0
 JE0151
 JE0151.The horizontal coordinates were scaled from a topographic map and have
 JE0151.an estimated accuracy of +/- 6 seconds.
 JE0151
 JE0151.The orthometric height was determined by differential leveling
 JE0151.and adjusted by the National Geodetic Survey in June 1991..
 JE0151
 JE0151.The geoid height was determined by GEOID03.
 JE0151
 JE0151.The dynamic height is computed by dividing the NAVD 88
 JE0151.geopotential number by the normal gravity value computed on the
 JE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0151.degrees latitude (g = 980.6199 gals.).
 JE0151
 JE0151.The modeled gravity was interpolated from observed gravity values.
 JE0151
 JE0151;                    North         East    Units  Estimated Accuracy
 JE0151;SPC MO W     -   262,120.      880,710.      MT  (+/- 180 meters Scaled)
 JE0151
 JE0151                          SUPERSEDED SURVEY CONTROL
 JE0151
 JE0151  NGVD 29 (??/??/92)  277.57   (m)          910.7    (f) COMPUTED    2 0
 JE0151
 JE0151.Superseded values are not recommended for survey control.
 JE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0151.See file dsdata.txt to determine how the superseded data were derived.
 JE0151
 JE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC999650(NAD 83)
 JE0151_MARKER: DR = REFERENCE MARK DISK
 JE0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0151_STAMPING: L 6 Z NO 1 1963
 JE0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0151+STABILITY: SURFACE MOTION
 JE0151
 JE0151  HISTORY     - Date     Condition        Report By
 JE0151  HISTORY     - 1963     MONUMENTED       CGS
 JE0151
 JE0151                          STATION DESCRIPTION
 JE0151
 JE0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0151'3.9 MI SE FROM GARDEN CITY.
 JE0151'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0151'SCHOOL AT GARDEN CITY, THENCE 3.7 MILES SOUTHEAST ALONG STATE
 JE0151'HIGHWAY 7, 43 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JE0151'HIGHWAY, 79.0 FEET SOUTHEAST OF L 6 Z 1963, ABOUT 3 FEET ABOVE
 JE0151'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JE0151'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0149 ***********************************************************************
 JE0149  DESIGNATION -  L 6 Z RM 2
 JE0149  PID         -  JE0149
 JE0149  STATE/COUNTY-  MO/CASS
 JE0149  USGS QUAD   -  GARDEN CITY (1954)
 JE0149
 JE0149                         *CURRENT SURVEY CONTROL
 JE0149  ___________________________________________________________________
 JE0149* NAD 83(1986)-  38 31 41.     (N)    094 08 52.     (W)     SCALED    
 JE0149* NAVD 88     -       278.604  (meters)     914.05   (feet)  ADJUSTED  
 JE0149  ___________________________________________________________________
 JE0149  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JE0149  DYNAMIC HT  -         278.413 (meters)     913.43  (feet)  COMP
 JE0149  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 JE0149
 JE0149  VERT ORDER  -  SECOND    CLASS 0
 JE0149
 JE0149.The horizontal coordinates were scaled from a topographic map and have
 JE0149.an estimated accuracy of +/- 6 seconds.
 JE0149
 JE0149.The orthometric height was determined by differential leveling
 JE0149.and adjusted by the National Geodetic Survey in June 1991..
 JE0149
 JE0149.The geoid height was determined by GEOID03.
 JE0149
 JE0149.The dynamic height is computed by dividing the NAVD 88
 JE0149.geopotential number by the normal gravity value computed on the
 JE0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0149.degrees latitude (g = 980.6199 gals.).
 JE0149
 JE0149.The modeled gravity was interpolated from observed gravity values.
 JE0149
 JE0149;                    North         East    Units  Estimated Accuracy
 JE0149;SPC MO W     -   262,120.      880,710.      MT  (+/- 180 meters Scaled)
 JE0149
 JE0149                          SUPERSEDED SURVEY CONTROL
 JE0149
 JE0149  NGVD 29 (??/??/92)  278.47   (m)          913.6    (f) COMPUTED    2 0
 JE0149
 JE0149.Superseded values are not recommended for survey control.
 JE0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0149.See file dsdata.txt to determine how the superseded data were derived.
 JE0149
 JE0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC999650(NAD 83)
 JE0149_MARKER: DR = REFERENCE MARK DISK
 JE0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0149_STAMPING: L 6 Z NO 2 1963
 JE0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0149+STABILITY: SURFACE MOTION
 JE0149
 JE0149  HISTORY     - Date     Condition        Report By
 JE0149  HISTORY     - 1963     MONUMENTED       CGS
 JE0149
 JE0149                          STATION DESCRIPTION
 JE0149
 JE0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0149'3.9 MI SE FROM GARDEN CITY.
 JE0149'ABOUT 0.2 MILE NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE
 JE0149'SCHOOL AT GARDEN CITY, THENCE 3.7 MILES SOUTHEAST ALONG STATE
 JE0149'HIGHWAY 7, 40 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JE0149'HIGHWAY, 76.7 FEET NORTHWEST OF L 6 Z 1963, ABOUT 2 FEET ABOVE
 JE0149'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JE0149'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0593 ***********************************************************************
 GF0593  DESIGNATION -  L 60
 GF0593  PID         -  GF0593
 GF0593  STATE/COUNTY-  MO/STONE
 GF0593  USGS QUAD   -  CRANE (1974)
 GF0593
 GF0593                         *CURRENT SURVEY CONTROL
 GF0593  ___________________________________________________________________
 GF0593* NAD 83(1986)-  36 54 12.     (N)    093 34 24.     (W)     SCALED    
 GF0593* NAVD 88     -       342.147  (meters)    1122.53   (feet)  ADJUSTED  
 GF0593  ___________________________________________________________________
 GF0593  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GF0593  DYNAMIC HT  -         341.858 (meters)    1121.58  (feet)  COMP
 GF0593  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 GF0593
 GF0593  VERT ORDER  -  SECOND    CLASS 0
 GF0593
 GF0593.The horizontal coordinates were scaled from a topographic map and have
 GF0593.an estimated accuracy of +/- 6 seconds.
 GF0593
 GF0593.The orthometric height was determined by differential leveling
 GF0593.and adjusted by the National Geodetic Survey in June 1991..
 GF0593
 GF0593.The geoid height was determined by GEOID03.
 GF0593
 GF0593.The dynamic height is computed by dividing the NAVD 88
 GF0593.geopotential number by the normal gravity value computed on the
 GF0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0593.degrees latitude (g = 980.6199 gals.).
 GF0593
 GF0593.The modeled gravity was interpolated from observed gravity values.
 GF0593
 GF0593;                    North         East    Units  Estimated Accuracy
 GF0593;SPC MO C     -   119,260.      404,350.      MT  (+/- 180 meters Scaled)
 GF0593
 GF0593                          SUPERSEDED SURVEY CONTROL
 GF0593
 GF0593  NGVD 29 (??/??/92)  342.001  (m)         1122.05   (f) ADJ UNCH    2 0
 GF0593
 GF0593.Superseded values are not recommended for survey control.
 GF0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0593.See file dsdata.txt to determine how the superseded data were derived.
 GF0593
 GF0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA489843(NAD 83)
 GF0593_MARKER: DB = BENCH MARK DISK
 GF0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0593_STAMPING: L 60 1934
 GF0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0593+STABILITY: SURFACE MOTION
 GF0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0593+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GF0593
 GF0593  HISTORY     - Date     Condition        Report By
 GF0593  HISTORY     - 1934     MONUMENTED       CGS
 GF0593  HISTORY     - 1937     GOOD             NGS
 GF0593  HISTORY     - 20041109 GOOD             INDIV
 GF0593
 GF0593                          STATION DESCRIPTION
 GF0593
 GF0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 GF0593'AT CRANE.
 GF0593'AT CRANE, STONE COUNTY, 70 FEET WEST OF THE SOUTHWEST CORNER
 GF0593'OF THE MISSOURI PACIFIC RAILROAD STATION, 5.2 FEET NORTHEAST
 GF0593'OF POLE 477+30, 59.3 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 GF0593'OF MAIN STREET AND THE MAIN TRACK, 40.3 FEET EAST OF THE
 GF0593'CENTERLINE OF MAIN STREET, AND 40.2 FEET NORTH OF THE CENTERLINE
 GF0593'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED L 60 1934 AND SET
 GF0593'IN THE TOP OF A CONCRETE POST.
 GF0593
 GF0593                          STATION RECOVERY (2004)
 GF0593
 GF0593'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TAW)
 GF0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0169 ***********************************************************************
 GF0169  DESIGNATION -  L 62
 GF0169  PID         -  GF0169
 GF0169  STATE/COUNTY-  MO/TANEY
 GF0169  USGS QUAD   -  BROWNBRANCH (1982)
 GF0169
 GF0169                         *CURRENT SURVEY CONTROL
 GF0169  ___________________________________________________________________
 GF0169* NAD 83(1986)-  36 47 47.     (N)    092 49 51.     (W)     SCALED    
 GF0169* NAVD 88     -       271.602  (meters)     891.08   (feet)  ADJUSTED  
 GF0169  ___________________________________________________________________
 GF0169  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GF0169  DYNAMIC HT  -         271.379 (meters)     890.35  (feet)  COMP
 GF0169  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 GF0169
 GF0169  VERT ORDER  -  SECOND    CLASS 0
 GF0169
 GF0169.The horizontal coordinates were scaled from a topographic map and have
 GF0169.an estimated accuracy of +/- 6 seconds.
 GF0169
 GF0169.The orthometric height was determined by differential leveling
 GF0169.and adjusted by the National Geodetic Survey in June 1991..
 GF0169
 GF0169.The geoid height was determined by GEOID03.
 GF0169
 GF0169.The dynamic height is computed by dividing the NAVD 88
 GF0169.geopotential number by the normal gravity value computed on the
 GF0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0169.degrees latitude (g = 980.6199 gals.).
 GF0169
 GF0169.The modeled gravity was interpolated from observed gravity values.
 GF0169
 GF0169;                    North         East    Units  Estimated Accuracy
 GF0169;SPC MO C     -   106,910.      470,480.      MT  (+/- 180 meters Scaled)
 GF0169
 GF0169                          SUPERSEDED SURVEY CONTROL
 GF0169
 GF0169  NGVD 29 (??/??/92)  271.469  (m)          890.64   (f) ADJ UNCH    2 0
 GF0169
 GF0169.Superseded values are not recommended for survey control.
 GF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0169.See file dsdata.txt to determine how the superseded data were derived.
 GF0169
 GF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA150722(NAD 83)
 GF0169_MARKER: DB = BENCH MARK DISK
 GF0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0169_SP_SET: BRIDGE
 GF0169_STAMPING: L 62 1934
 GF0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0169
 GF0169  HISTORY     - Date     Condition        Report By
 GF0169  HISTORY     - 1934     MONUMENTED       CGS
 GF0169
 GF0169                          STATION DESCRIPTION
 GF0169
 GF0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0169'6.4 MI NE FROM BRADLEYVILLE.
 GF0169'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 76 FROM THE JUNCTION
 GF0169'WITH COUNTY HIGHWAY A AT BRADLEYVILLE, TANEY COUNTY, 0.2 MILE EAST
 GF0169'OF BROWNBRANCH, AT THE NORTH END OF THE BRIDGE OVER BEAVER CREEK,
 GF0169'IN THE TOP OF THE EAST END OF THE WINGWALL, 3 FEET EAST OF THE
 GF0169'NORTH END OF THE EAST GUARD RAIL, AND 1 FOOT LOWER THAN THE
 GF0169'BRIDGE FLOOR.  A STANDARD DISK, STAMPED L 62 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0193 ***********************************************************************
 GF0193  DESIGNATION -  L 63
 GF0193  PID         -  GF0193
 GF0193  STATE/COUNTY-  MO/DOUGLAS
 GF0193  USGS QUAD   -  AVA (1982)
 GF0193
 GF0193                         *CURRENT SURVEY CONTROL
 GF0193  ___________________________________________________________________
 GF0193* NAD 83(1986)-  36 53 34.     (N)    092 41 00.     (W)     SCALED    
 GF0193* NAVD 88     -       331.950  (meters)    1089.07   (feet)  ADJUSTED  
 GF0193  ___________________________________________________________________
 GF0193  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GF0193  DYNAMIC HT  -         331.678 (meters)    1088.18  (feet)  COMP
 GF0193  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 GF0193
 GF0193  VERT ORDER  -  SECOND    CLASS 0
 GF0193
 GF0193.The horizontal coordinates were scaled from a topographic map and have
 GF0193.an estimated accuracy of +/- 6 seconds.
 GF0193
 GF0193.The orthometric height was determined by differential leveling
 GF0193.and adjusted by the National Geodetic Survey in June 1991..
 GF0193
 GF0193.The geoid height was determined by GEOID03.
 GF0193
 GF0193.The dynamic height is computed by dividing the NAVD 88
 GF0193.geopotential number by the normal gravity value computed on the
 GF0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0193.degrees latitude (g = 980.6199 gals.).
 GF0193
 GF0193.The modeled gravity was interpolated from observed gravity values.
 GF0193
 GF0193;                    North         East    Units  Estimated Accuracy
 GF0193;SPC MO C     -   117,570.      483,660.      MT  (+/- 180 meters Scaled)
 GF0193
 GF0193                          SUPERSEDED SURVEY CONTROL
 GF0193
 GF0193  NGVD 29 (??/??/92)  331.810  (m)         1088.61   (f) ADJ UNCH    2 0
 GF0193
 GF0193.Superseded values are not recommended for survey control.
 GF0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0193.See file dsdata.txt to determine how the superseded data were derived.
 GF0193
 GF0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA282830(NAD 83)
 GF0193_MARKER: DB = BENCH MARK DISK
 GF0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0193_STAMPING: L 63 1934
 GF0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0193+STABILITY: SURFACE MOTION
 GF0193
 GF0193  HISTORY     - Date     Condition        Report By
 GF0193  HISTORY     - 1934     MONUMENTED       CGS
 GF0193  HISTORY     - 1978     MARK NOT FOUND   USGS
 GF0193
 GF0193                          STATION DESCRIPTION
 GF0193
 GF0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0193'4.7 MI S FROM AVA.
 GF0193'4.7 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT AVA,
 GF0193'DOUGLAS COUNTY, 0.1 MILE NORTH OF THE BRIDGE OVER SPRING CREEK,
 GF0193'AT THE I. BROWN SERVICE STATION, 43 FEET SOUTHEAST OF THE CENTERLINE
 GF0193'OF THE HIGHWAY, 19.5 FEET SOUTH OF POLE E 42, AND 1 FOOT NORTHWEST
 GF0193'OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED L 63 1934
 GF0193'AND SET IN THE TOP OF A CONCRETE POST.
 GF0193
 GF0193                          STATION RECOVERY (1978)
 GF0193
 GF0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GF0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0714 ***********************************************************************
 HD0714  DESIGNATION -  L 64
 HD0714  PID         -  HD0714
 HD0714  STATE/COUNTY-  MO/CHRISTIAN
 HD0714  USGS QUAD   -  OZARK (1975)
 HD0714
 HD0714                         *CURRENT SURVEY CONTROL
 HD0714  ___________________________________________________________________
 HD0714* NAD 83(1986)-  37 01 29.     (N)    093 12 41.     (W)     SCALED    
 HD0714* NAVD 88     -       340.508  (meters)    1117.15   (feet)  ADJUSTED  
 HD0714  ___________________________________________________________________
 HD0714  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 HD0714  DYNAMIC HT  -         340.228 (meters)    1116.23  (feet)  COMP
 HD0714  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 HD0714
 HD0714  VERT ORDER  -  SECOND    CLASS 0
 HD0714
 HD0714.The horizontal coordinates were scaled from a topographic map and have
 HD0714.an estimated accuracy of +/- 6 seconds.
 HD0714
 HD0714.The orthometric height was determined by differential leveling
 HD0714.and adjusted by the National Geodetic Survey in June 1991..
 HD0714
 HD0714.The geoid height was determined by GEOID03.
 HD0714
 HD0714.The dynamic height is computed by dividing the NAVD 88
 HD0714.geopotential number by the normal gravity value computed on the
 HD0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0714.degrees latitude (g = 980.6199 gals.).
 HD0714
 HD0714.The modeled gravity was interpolated from observed gravity values.
 HD0714
 HD0714;                    North         East    Units  Estimated Accuracy
 HD0714;SPC MO C     -   132,430.      436,700.      MT  (+/- 180 meters Scaled)
 HD0714
 HD0714                          SUPERSEDED SURVEY CONTROL
 HD0714
 HD0714  NGVD 29 (??/??/92)  340.368  (m)         1116.69   (f) ADJ UNCH    2 0
 HD0714
 HD0714.Superseded values are not recommended for survey control.
 HD0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0714.See file dsdata.txt to determine how the superseded data were derived.
 HD0714
 HD0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA811976(NAD 83)
 HD0714_MARKER: DB = BENCH MARK DISK
 HD0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0714_SP_SET: FOOTING
 HD0714_STAMPING: L 64 1934
 HD0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD0714+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 HD0714
 HD0714  HISTORY     - Date     Condition        Report By
 HD0714  HISTORY     - 1934     MONUMENTED       CGS
 HD0714  HISTORY     - 1942     GOOD             NGS
 HD0714  HISTORY     - 20060307 GOOD             MODNR
 HD0714
 HD0714                          STATION DESCRIPTION
 HD0714
 HD0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HD0714'0.9 MI NW FROM OZARK.
 HD0714'0.9 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0714'THE COURTHOUSE AT OZARK, CHRISTIAN COUNTY, 395 FEET EAST OF THE
 HD0714'TENTH POLE SOUTHEAST OF MILEPOST 257, 105 FEET EAST OF THE CENTER
 HD0714'OF A ROAD CROSSING, AT THE WATER TANK, IN THE TOP OF THE NORTH
 HD0714'ONE OF THE EAST PAIR OF FOOTINGS, AND 19.3 FEET SOUTHEAST OF THE
 HD0714'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED L 64 1934.
 HD0714
 HD0714                          STATION RECOVERY (2006)
 HD0714
 HD0714'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (DDP)
 HD0714'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0287 ***********************************************************************
 GF0287  DESIGNATION -  L 65
 GF0287  PID         -  GF0287
 GF0287  STATE/COUNTY-  MO/TANEY
 GF0287  USGS QUAD   -  BRANSON (1989)
 GF0287
 GF0287                         *CURRENT SURVEY CONTROL
 GF0287  ___________________________________________________________________
 GF0287* NAD 83(1986)-  36 42 56.     (N)    093 07 31.     (W)     SCALED    
 GF0287* NAVD 88     -       296.562  (meters)     972.97   (feet)  ADJUSTED  
 GF0287  ___________________________________________________________________
 GF0287  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GF0287  DYNAMIC HT  -         296.312 (meters)     972.15  (feet)  COMP
 GF0287  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 GF0287
 GF0287  VERT ORDER  -  SECOND    CLASS 0
 GF0287
 GF0287.The horizontal coordinates were scaled from a topographic map and have
 GF0287.an estimated accuracy of +/- 6 seconds.
 GF0287
 GF0287.The orthometric height was determined by differential leveling
 GF0287.and adjusted by the National Geodetic Survey in June 1991..
 GF0287
 GF0287.The geoid height was determined by GEOID03.
 GF0287
 GF0287.The dynamic height is computed by dividing the NAVD 88
 GF0287.geopotential number by the normal gravity value computed on the
 GF0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0287.degrees latitude (g = 980.6199 gals.).
 GF0287
 GF0287.The modeled gravity was interpolated from observed gravity values.
 GF0287
 GF0287;                    North         East    Units  Estimated Accuracy
 GF0287;SPC MO C     -    98,070.      444,140.      MT  (+/- 180 meters Scaled)
 GF0287
 GF0287                          SUPERSEDED SURVEY CONTROL
 GF0287
 GF0287  NGVD 29 (??/??/92)  296.429  (m)          972.53   (f) ADJ UNCH    2 0
 GF0287
 GF0287.Superseded values are not recommended for survey control.
 GF0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0287.See file dsdata.txt to determine how the superseded data were derived.
 GF0287
 GF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA888633(NAD 83)
 GF0287_MARKER: DB = BENCH MARK DISK
 GF0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0287_STAMPING: L 65 1934
 GF0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0287+STABILITY: SURFACE MOTION
 GF0287
 GF0287  HISTORY     - Date     Condition        Report By
 GF0287  HISTORY     - 1934     MONUMENTED       CGS
 GF0287
 GF0287                          STATION DESCRIPTION
 GF0287
 GF0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0287'3.8 MI NW FROM FORSYTH.
 GF0287'3.8 MILES NORTHWEST ALONG STATE HIGHWAY 76 FROM THE COUNTY
 GF0287'COURTHOUSE AT FORSYTH, TANEY COUNTY, 0.7 MILE SOUTHEAST OF THE
 GF0287'JUNCTION WITH PINE RIDGE ROAD, AT RIVER VIEW SCHOOL, 110 FEET
 GF0287'SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 80 FEET EAST
 GF0287'OF THE SOUTH GATEPOST, 53 FEET NORTHEAST OF THE CENTERLINE OF THE
 GF0287'HIGHWAY, AND 21.5 FEET NORTHEAST OF THE SCHOOLYARD FENCE.  A
 GF0287'STANDARD DISK, STAMPED L 65 1934 AND SET IN THE TOP OF A CONCRETE
 GF0287'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0699 ***********************************************************************
 GE0699  DESIGNATION -  L 66
 GE0699  PID         -  GE0699
 GE0699  STATE/COUNTY-  MO/HOWELL
 GE0699  USGS QUAD   -  SOUTH FORK (1983)
 GE0699
 GE0699                         *CURRENT SURVEY CONTROL
 GE0699  ___________________________________________________________________
 GE0699* NAD 83(1986)-  36 42 36.     (N)    091 52 34.     (W)     SCALED    
 GE0699* NAVD 88     -       314.226  (meters)    1030.92   (feet)  ADJUSTED  
 GE0699  ___________________________________________________________________
 GE0699  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GE0699  DYNAMIC HT  -         313.958 (meters)    1030.04  (feet)  COMP
 GE0699  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 GE0699
 GE0699  VERT ORDER  -  SECOND    CLASS 0
 GE0699
 GE0699.The horizontal coordinates were scaled from a topographic map and have
 GE0699.an estimated accuracy of +/- 6 seconds.
 GE0699
 GE0699.The orthometric height was determined by differential leveling
 GE0699.and adjusted by the National Geodetic Survey in June 1991..
 GE0699
 GE0699.The geoid height was determined by GEOID03.
 GE0699
 GE0699.The dynamic height is computed by dividing the NAVD 88
 GE0699.geopotential number by the normal gravity value computed on the
 GE0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0699.degrees latitude (g = 980.6199 gals.).
 GE0699
 GE0699.The modeled gravity was interpolated from observed gravity values.
 GE0699
 GE0699;                    North         East    Units  Estimated Accuracy
 GE0699;SPC MO C     -    97,450.      555,740.      MT  (+/- 180 meters Scaled)
 GE0699
 GE0699                          SUPERSEDED SURVEY CONTROL
 GE0699
 GE0699  NGVD 29 (??/??/92)  314.066  (m)         1030.40   (f) ADJ UNCH    2 0
 GE0699
 GE0699.Superseded values are not recommended for survey control.
 GE0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0699.See file dsdata.txt to determine how the superseded data were derived.
 GE0699
 GE0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA003632(NAD 83)
 GE0699_MARKER: DB = BENCH MARK DISK
 GE0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0699_STAMPING: L 66 1934
 GE0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0699+STABILITY: SURFACE MOTION
 GE0699
 GE0699  HISTORY     - Date     Condition        Report By
 GE0699  HISTORY     - 1934     MONUMENTED       CGS
 GE0699  HISTORY     - 1982     MARK NOT FOUND   USGS
 GE0699  HISTORY     - 20060206 MARK NOT FOUND   MODNR
 GE0699
 GE0699                          STATION DESCRIPTION
 GE0699
 GE0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0699'2.3 MI SW FROM WEST PLAINS.
 GE0699'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GE0699'AT WEST PLAINS, HOWELL COUNTY, ACROSS THE HIGHWAY FROM THE
 GE0699'RANFOR SCHOOL, 120 FEET NORTHEAST OF THE SERVICE STATION PUMPS
 GE0699'EAST OF THE HIGHWAY, 42 FEET EAST OF THE CENTERLINE OF THE
 GE0699'HIGHWAY, AND 29.5 FEET NORTHEAST OF A 1.5-FOOT OAK TREE.  A
 GE0699'STANDARD DISK, STAMPED L 66 1934 AND SET IN THE TOP OF A CONCRETE
 GE0699'POST.
 GE0699
 GE0699                          STATION RECOVERY (1982)
 GE0699
 GE0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 GE0699'MARK NOT FOUND.
 GE0699
 GE0699                          STATION RECOVERY (2006)
 GE0699
 GE0699'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0359 ***********************************************************************
 GE0359  DESIGNATION -  L 67
 GE0359  PID         -  GE0359
 GE0359  STATE/COUNTY-  MO/RIPLEY
 GE0359  USGS QUAD   -  POYNOR (1997)
 GE0359
 GE0359                         *CURRENT SURVEY CONTROL
 GE0359  ___________________________________________________________________
 GE0359* NAD 83(1986)-  36 31 25.     (N)    090 54 21.     (W)     SCALED    
 GE0359* NAVD 88     -       130.582  (meters)     428.42   (feet)  ADJUSTED  
 GE0359  ___________________________________________________________________
 GE0359  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GE0359  DYNAMIC HT  -         130.474 (meters)     428.06  (feet)  COMP
 GE0359  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GE0359
 GE0359  VERT ORDER  -  SECOND    CLASS 0
 GE0359
 GE0359.The horizontal coordinates were scaled from a topographic map and have
 GE0359.an estimated accuracy of +/- 6 seconds.
 GE0359
 GE0359.The orthometric height was determined by differential leveling
 GE0359.and adjusted by the National Geodetic Survey in June 1991..
 GE0359
 GE0359.The geoid height was determined by GEOID03.
 GE0359
 GE0359.The dynamic height is computed by dividing the NAVD 88
 GE0359.geopotential number by the normal gravity value computed on the
 GE0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0359.degrees latitude (g = 980.6199 gals.).
 GE0359
 GE0359.The modeled gravity was interpolated from observed gravity values.
 GE0359
 GE0359;                    North         East    Units  Estimated Accuracy
 GE0359;SPC MO E     -    76,670.      213,650.      MT  (+/- 180 meters Scaled)
 GE0359
 GE0359                          SUPERSEDED SURVEY CONTROL
 GE0359
 GE0359  NGVD 29 (??/??/92)  130.500  (m)          428.15   (f) ADJ UNCH    2 0
 GE0359
 GE0359.Superseded values are not recommended for survey control.
 GE0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0359.See file dsdata.txt to determine how the superseded data were derived.
 GE0359
 GE0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA874440(NAD 83)
 GE0359_MARKER: DB = BENCH MARK DISK
 GE0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GE0359_SP_SET: CULVERT
 GE0359_STAMPING: L 67 1934
 GE0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0359+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 GE0359
 GE0359  HISTORY     - Date     Condition        Report By
 GE0359  HISTORY     - 1934     MONUMENTED       CGS
 GE0359  HISTORY     - 20020420 GOOD             USACE
 GE0359
 GE0359                          STATION DESCRIPTION
 GE0359
 GE0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0359'8.5 MI S FROM DONIPHAN.
 GE0359'8.5 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE BRIDGE OVER
 GE0359'CURRENT RIVER AT DONIPHAN, RIPLEY COUNTY, 0.15 MILE NORTH OF
 GE0359'THE POST OFFICE AT POYNOR, AT A 8- BY 6-FOOT CONCRETE BOX
 GE0359'CULVERT, AND IN THE TOP OF THE NORTH END OF THE EAST HEADWALL.
 GE0359'A STANDARD DISK, STAMPED L 67 1934.
 GE0359
 GE0359                          STATION RECOVERY (2002)
 GE0359
 GE0359'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5268 ***********************************************************************
 DG5268  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5268  DESIGNATION -  L 67X
 DG5268  PID         -  DG5268
 DG5268  STATE/COUNTY-  MO/RIPLEY
 DG5268  USGS QUAD   -  POYNOR (1997)
 DG5268
 DG5268                         *CURRENT SURVEY CONTROL
 DG5268  ___________________________________________________________________
 DG5268* NAD 83(1997)-  36 31 20.82296(N)    090 54 21.93279(W)     ADJUSTED  
 DG5268* NAVD 88     -       130.51   (meters)     428.2    (feet)  GPS OBS   
 DG5268  ___________________________________________________________________
 DG5268  X           -     -81,152.285 (meters)                     COMP
 DG5268  Y           -  -5,131,149.511 (meters)                     COMP
 DG5268  Z           -   3,774,997.334 (meters)                     COMP
 DG5268  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DG5268  ELLIP HEIGHT-         101.49  (meters)          (04/05/04) GPS OBS
 DG5268  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DG5268
 DG5268  HORZ ORDER  -  B
 DG5268  ELLP ORDER  -  FOURTH    CLASS I
 DG5268
 DG5268.The horizontal coordinates were established by GPS observations
 DG5268.and adjusted by the National Geodetic Survey in April 2004..
 DG5268
 DG5268.The orthometric height was determined by GPS observations and a
 DG5268.high-resolution geoid model using precise GPS observation and
 DG5268.processing techniques.
 DG5268
 DG5268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5268
 DG5268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5268
 DG5268.The ellipsoidal height was determined by GPS observations
 DG5268.and is referenced to NAD 83.
 DG5268
 DG5268.The geoid height was determined by GEOID03.
 DG5268
 DG5268;                    North         East     Units Scale Factor Converg.
 DG5268;SPC MO E     -    76,537.674   213,630.572   MT  0.99994962   -0 14 30.1
 DG5268;UTM  15      - 4,043,937.742   687,478.576   MT  1.00003306   +1 14 47.5
 DG5268
 DG5268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5268!SPC MO E     -   0.99998407  x   0.99994962  =   0.99993369
 DG5268!UTM  15      -   0.99998407  x   1.00003306  =   1.00001713
 DG5268
 DG5268                          SUPERSEDED SURVEY CONTROL
 DG5268
 DG5268.No superseded survey control is available for this station.
 DG5268
 DG5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8747943938(NAD 83)
 DG5268_MARKER: F = FLANGE-ENCASED ROD
 DG5268_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5268+WITH SETTING: INFORMATION.
 DG5268_STAMPING: L 67X 2002
 DG5268_MARK LOGO: USACE 
 DG5268_PROJECTION: RECESSED 8 CENTIMETERS
 DG5268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5268+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2002
 DG5268_ROD/PIPE-DEPTH:  2.1 meters
 DG5268
 DG5268  HISTORY     - Date     Condition        Report By
 DG5268  HISTORY     - 20020608 MONUMENTED       EMCINC
 DG5268
 DG5268                          STATION DESCRIPTION
 DG5268
 DG5268'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5268'THE MARK IS LOCATED 13.4 KILOMETERS (8.3 MILES) SOUTH OF DONIPHAN,
 DG5268'MISSOURI AND 14.5 KILOMETERS (9.0 MILES) NORTH OF MAYNARD, ARKANSAS.TO
 DG5268'REACH THE MARK FROM THE INTERSECTION OF U.S. 160 AND STATE ROAD 21
 DG5268'NEAR DONIPHAN, MISSOURI, PROCEED SOUTH ON STATE ROAD 21, 12.6
 DG5268'KILOMETERS (7.8 MILES) TO THE MARK ON THE RIGHT, ON THE WEST SHOULDER
 DG5268'OF STATE ROAD 21.THE MARK IS 20.0 METERS (65.5 FEET) NORTHWEST OF
 DG5268'BENCH MARK L 67, 28.4 METERS (93.2 FEET) NORTH, NORTHEAST OF THE NORTH
 DG5268'END OF A CONCRETE HEADWALL ON THE WEST SIDE OF STATE ROAD 21, 6.3
 DG5268'METERS (20.6 FEET) WEST, NORTHWEST OF THE CENTER OF STATE ROAD 21 AND
 DG5268'9.1 METERS (21.8 FEET) EAST, SOUTHEST OF A CARSONITE WITNESS POST SET
 DG5268'IN A BARBWIRE FENCE.THE MARK IS A MEMPHIS DISTRICT CORPS OF ENGINEERS
 DG5268'ALUMINUM DISC SET ON A 7 FEET ALUMINUM ROD RECESSED 0.1 METERS (0.3
 DG5268'FEET) BELOW GROUND.
 DG5268' 
 DG5268'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0430 ***********************************************************************
 GE0430  DESIGNATION -  L 68
 GE0430  PID         -  GE0430
 GE0430  STATE/COUNTY-  MO/OREGON
 GE0430  USGS QUAD   -  MANY SPRINGS (1997)
 GE0430
 GE0430                         *CURRENT SURVEY CONTROL
 GE0430  ___________________________________________________________________
 GE0430* NAD 83(1986)-  36 40 28.     (N)    091 19 26.     (W)     SCALED    
 GE0430* NAVD 88     -       251.221  (meters)     824.21   (feet)  ADJUSTED  
 GE0430  ___________________________________________________________________
 GE0430  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GE0430  DYNAMIC HT  -         251.013 (meters)     823.53  (feet)  COMP
 GE0430  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 GE0430
 GE0430  VERT ORDER  -  SECOND    CLASS 0
 GE0430
 GE0430.The horizontal coordinates were scaled from a topographic map and have
 GE0430.an estimated accuracy of +/- 6 seconds.
 GE0430
 GE0430.The orthometric height was determined by differential leveling
 GE0430.and adjusted by the National Geodetic Survey in June 1991..
 GE0430
 GE0430.The geoid height was determined by GEOID03.
 GE0430
 GE0430.The dynamic height is computed by dividing the NAVD 88
 GE0430.geopotential number by the normal gravity value computed on the
 GE0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0430.degrees latitude (g = 980.6199 gals.).
 GE0430
 GE0430.The modeled gravity was interpolated from observed gravity values.
 GE0430
 GE0430;                    North         East    Units  Estimated Accuracy
 GE0430;SPC MO E     -    93,640.      176,360.      MT  (+/- 180 meters Scaled)
 GE0430
 GE0430                          SUPERSEDED SURVEY CONTROL
 GE0430
 GE0430  NGVD 29 (??/??/92)  251.110  (m)          823.85   (f) ADJ UNCH    2 0
 GE0430
 GE0430.Superseded values are not recommended for survey control.
 GE0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0430.See file dsdata.txt to determine how the superseded data were derived.
 GE0430
 GE0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA497600(NAD 83)
 GE0430_MARKER: DB = BENCH MARK DISK
 GE0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0430_STAMPING: L 68 1934
 GE0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0430+STABILITY: SURFACE MOTION
 GE0430
 GE0430  HISTORY     - Date     Condition        Report By
 GE0430  HISTORY     - 1934     MONUMENTED       CGS
 GE0430
 GE0430                          STATION DESCRIPTION
 GE0430
 GE0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0430'4.8 MI E FROM ALTON.
 GE0430'4.8 MILES EAST ALONG STATE HIGHWAY 14 FROM THE COUNTY COURTHOUSE
 GE0430'AT ALTON, OREGON COUNTY, 0.15 EAST OF A NORTH-AND-SOUTH ROAD, 300
 GE0430'FEET WEST OF THE CENTER OF A CURVE AT THE SUMMIT OF A KNOLL,
 GE0430'32.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET EAST
 GE0430'OF A SMALL FIELD GATE SOUTH OF THE HIGHWAY, AND 1 FOOT NORTH OF
 GE0430'THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED L 68 1934
 GE0430'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0230 ***********************************************************************
 HD0230  DESIGNATION -  L 7
 HD0230  PID         -  HD0230
 HD0230  STATE/COUNTY-  MO/WRIGHT
 HD0230  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD0230
 HD0230                         *CURRENT SURVEY CONTROL
 HD0230  ___________________________________________________________________
 HD0230* NAD 83(1986)-  37 07 42.     (N)    092 15 29.     (W)     SCALED    
 HD0230* NAVD 88     -       446.688  (meters)    1465.51   (feet)  ADJUSTED  
 HD0230  ___________________________________________________________________
 HD0230  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HD0230  DYNAMIC HT  -         446.319 (meters)    1464.30  (feet)  COMP
 HD0230  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 HD0230
 HD0230  VERT ORDER  -  FIRST     CLASS II
 HD0230
 HD0230.The horizontal coordinates were scaled from a topographic map and have
 HD0230.an estimated accuracy of +/- 6 seconds.
 HD0230
 HD0230.The orthometric height was determined by differential leveling
 HD0230.and adjusted by the National Geodetic Survey in June 1991..
 HD0230
 HD0230.The geoid height was determined by GEOID03.
 HD0230
 HD0230.The dynamic height is computed by dividing the NAVD 88
 HD0230.geopotential number by the normal gravity value computed on the
 HD0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0230.degrees latitude (g = 980.6199 gals.).
 HD0230
 HD0230.The modeled gravity was interpolated from observed gravity values.
 HD0230
 HD0230;                    North         East    Units  Estimated Accuracy
 HD0230;SPC MO C     -   143,720.      521,500.      MT  (+/- 180 meters Scaled)
 HD0230
 HD0230                          SUPERSEDED SURVEY CONTROL
 HD0230
 HD0230  NGVD 29 (??/??/92)  446.509  (m)         1464.92   (f) ADJ UNCH    1 2
 HD0230
 HD0230.Superseded values are not recommended for survey control.
 HD0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0230.See file dsdata.txt to determine how the superseded data were derived.
 HD0230
 HD0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB659093(NAD 83)
 HD0230_MARKER: DB = BENCH MARK DISK
 HD0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0230_SP_SET: CULVERT
 HD0230_STAMPING: 1464.922 L 7 1928
 HD0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0230
 HD0230  HISTORY     - Date     Condition        Report By
 HD0230  HISTORY     - 1928     MONUMENTED       CGS
 HD0230  HISTORY     - 1934     GOOD             NGS
 HD0230  HISTORY     - 1977     GOOD             NGS
 HD0230  HISTORY     - 1977     GOOD             NGS
 HD0230  HISTORY     - 19890925 MARK NOT FOUND   NGS
 HD0230
 HD0230                          STATION DESCRIPTION
 HD0230
 HD0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0230'0.3 MI E FROM MOUNTAIN GROVE.
 HD0230'0.3 MILE EAST OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 HD0230'MOUNTAIN GROVE, WRIGHT COUNTY, BETWEEN POLES 269-33 AND 269-34,
 HD0230'AT THE FIRST CONCRETE CULVERT EAST OF THE STATION (THIS CULVERT
 HD0230'WAS BUILT IN 1920 AND REBUILT IN 1929) IN THE TOP OF THE WEST
 HD0230'END OF THE SOUTH HEADWALL, AND 25-1/2 FEET SOUTH OF THE CENTERLINE
 HD0230'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 1464.922 L 7 1928.
 HD0230
 HD0230                          STATION RECOVERY (1977)
 HD0230
 HD0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0230'RECOVERED IN GOOD CONDITION.
 HD0230
 HD0230                          STATION RECOVERY (1977)
 HD0230
 HD0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0230'RECOVERED IN GOOD CONDITION.
 HD0230
 HD0230                          STATION RECOVERY (1989)
 HD0230
 HD0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2261 ***********************************************************************
 JD2261  DESIGNATION -  L 7 B 1
 JD2261  PID         -  JD2261
 JD2261  STATE/COUNTY-  MO/HENRY
 JD2261  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2261
 JD2261                         *CURRENT SURVEY CONTROL
 JD2261  ___________________________________________________________________
 JD2261* NAD 83(1986)-  38 33 45.     (N)    093 55 56.     (W)     SCALED    
 JD2261* NAVD 88     -       269.427  (meters)     883.95   (feet)  ADJUSTED  
 JD2261  ___________________________________________________________________
 JD2261  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JD2261  DYNAMIC HT  -         269.242 (meters)     883.34  (feet)  COMP
 JD2261  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 JD2261
 JD2261  VERT ORDER  -  SECOND    CLASS 0
 JD2261
 JD2261.The horizontal coordinates were scaled from a topographic map and have
 JD2261.an estimated accuracy of +/- 6 seconds.
 JD2261
 JD2261.The orthometric height was determined by differential leveling
 JD2261.and adjusted by the National Geodetic Survey in June 1991..
 JD2261
 JD2261.The geoid height was determined by GEOID03.
 JD2261
 JD2261.The dynamic height is computed by dividing the NAVD 88
 JD2261.geopotential number by the normal gravity value computed on the
 JD2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2261.degrees latitude (g = 980.6199 gals.).
 JD2261
 JD2261.The modeled gravity was interpolated from observed gravity values.
 JD2261
 JD2261;                    North         East    Units  Estimated Accuracy
 JD2261;SPC MO W     -   266,040.      899,480.      MT  (+/- 180 meters Scaled)
 JD2261
 JD2261                          SUPERSEDED SURVEY CONTROL
 JD2261
 JD2261  NGVD 29 (??/??/92)  269.32   (m)          883.6    (f) COMPUTED    2 0
 JD2261
 JD2261.Superseded values are not recommended for survey control.
 JD2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2261.See file dsdata.txt to determine how the superseded data were derived.
 JD2261
 JD2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC187686(NAD 83)
 JD2261_MARKER: Z = SEE DESCRIPTION
 JD2261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2261_SP_SET: TRIBRACH
 JD2261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2261
 JD2261  HISTORY     - Date     Condition        Report By
 JD2261  HISTORY     - UNK      MONUMENTED       DOD
 JD2261  HISTORY     - 1963     GOOD             NGS
 JD2261
 JD2261                          STATION DESCRIPTION
 JD2261
 JD2261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2261'2 MI NE FROM BLAIRSTOWN.
 JD2261'ABOUT 0.8 MILE NORTHEAST ALONG A GRAVELED COUNTY ROAD FROM
 JD2261'THE POST OFFICE AT BLAIRSTOWN, THENCE 1.25 MILES EAST ALONG
 JD2261'A GRAVELED COUNTY ROAD, IN S 31, R 27 W, T 44 N, ABOUT 0.2
 JD2261'MILE SOUTHWEST OF BENCH MARK Z 304 1963, ABOUT 50 YARDS SOUTHWEST
 JD2261'OF A HOUSE, 38 FEET WEST OF A FENCE CORNER, ABOUT 58 YARDS WEST
 JD2261'OF THE CENTERLINE OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 JD2261'WITH TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER OF THE
 JD2261'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2262 ***********************************************************************
 JD2262  DESIGNATION -  L 7 B 2
 JD2262  PID         -  JD2262
 JD2262  STATE/COUNTY-  MO/HENRY
 JD2262  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2262
 JD2262                         *CURRENT SURVEY CONTROL
 JD2262  ___________________________________________________________________
 JD2262* NAD 83(1986)-  38 33 33.     (N)    093 56 25.     (W)     SCALED    
 JD2262* NAVD 88     -       265.601  (meters)     871.39   (feet)  ADJUSTED  
 JD2262  ___________________________________________________________________
 JD2262  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD2262  DYNAMIC HT  -         265.419 (meters)     870.80  (feet)  COMP
 JD2262  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JD2262
 JD2262  VERT ORDER  -  SECOND    CLASS 0
 JD2262
 JD2262.The horizontal coordinates were scaled from a topographic map and have
 JD2262.an estimated accuracy of +/- 6 seconds.
 JD2262
 JD2262.The orthometric height was determined by differential leveling
 JD2262.and adjusted by the National Geodetic Survey in June 1991..
 JD2262
 JD2262.The geoid height was determined by GEOID03.
 JD2262
 JD2262.The dynamic height is computed by dividing the NAVD 88
 JD2262.geopotential number by the normal gravity value computed on the
 JD2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2262.degrees latitude (g = 980.6199 gals.).
 JD2262
 JD2262.The modeled gravity was interpolated from observed gravity values.
 JD2262
 JD2262;                    North         East    Units  Estimated Accuracy
 JD2262;SPC MO W     -   265,660.      898,780.      MT  (+/- 180 meters Scaled)
 JD2262
 JD2262                          SUPERSEDED SURVEY CONTROL
 JD2262
 JD2262  NGVD 29 (??/??/92)  265.49   (m)          871.0    (f) COMPUTED    2 0
 JD2262
 JD2262.Superseded values are not recommended for survey control.
 JD2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2262.See file dsdata.txt to determine how the superseded data were derived.
 JD2262
 JD2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC180682(NAD 83)
 JD2262_MARKER: Z = SEE DESCRIPTION
 JD2262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2262_SP_SET: TRIBRACH
 JD2262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2262
 JD2262  HISTORY     - Date     Condition        Report By
 JD2262  HISTORY     - UNK      MONUMENTED       DOD
 JD2262  HISTORY     - 1963     GOOD             NGS
 JD2262
 JD2262                          STATION DESCRIPTION
 JD2262
 JD2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2262'1.8 MI NE FROM BLAIRSTOWN.
 JD2262'ABOUT 0.8 MILE NORTHEAST ALONG A GRAVELED COUNTY ROAD FROM
 JD2262'THE POST OFFICE AT BLAIRSTOWN, THENCE 0.95 MILE EAST ALONG
 JD2262'A GRAVELED COUNTY ROAD, ABOUT 0.3 MILE SOUTHWEST OF L 7 B 1,
 JD2262'ABOUT 0.3 MILE WEST OF THE ROAD, 3 PACES NORTHEAST OF A FENCE
 JD2262'CORNER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  A
 JD2262'USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2259 ***********************************************************************
 JD2259  DESIGNATION -  L 7 Z
 JD2259  PID         -  JD2259
 JD2259  STATE/COUNTY-  MO/HENRY
 JD2259  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2259
 JD2259                         *CURRENT SURVEY CONTROL
 JD2259  ___________________________________________________________________
 JD2259* NAD 83(1986)-  38 33 10.     (N)    093 55 52.     (W)     SCALED    
 JD2259* NAVD 88     -       271.097  (meters)     889.42   (feet)  ADJUSTED  
 JD2259  ___________________________________________________________________
 JD2259  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD2259  DYNAMIC HT  -         270.911 (meters)     888.81  (feet)  COMP
 JD2259  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JD2259
 JD2259  VERT ORDER  -  SECOND    CLASS 0
 JD2259
 JD2259.The horizontal coordinates were scaled from a topographic map and have
 JD2259.an estimated accuracy of +/- 6 seconds.
 JD2259
 JD2259.The orthometric height was determined by differential leveling
 JD2259.and adjusted by the National Geodetic Survey in June 1991..
 JD2259
 JD2259.The geoid height was determined by GEOID03.
 JD2259
 JD2259.The dynamic height is computed by dividing the NAVD 88
 JD2259.geopotential number by the normal gravity value computed on the
 JD2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2259.degrees latitude (g = 980.6199 gals.).
 JD2259
 JD2259.The modeled gravity was interpolated from observed gravity values.
 JD2259
 JD2259;                    North         East    Units  Estimated Accuracy
 JD2259;SPC MO W     -   264,960.      899,590.      MT  (+/- 180 meters Scaled)
 JD2259
 JD2259                          SUPERSEDED SURVEY CONTROL
 JD2259
 JD2259  NGVD 29 (??/??/92)  270.99   (m)          889.1    (f) COMPUTED    2 0
 JD2259
 JD2259.Superseded values are not recommended for survey control.
 JD2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2259.See file dsdata.txt to determine how the superseded data were derived.
 JD2259
 JD2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC188675(NAD 83)
 JD2259_MARKER: DS = TRIANGULATION STATION DISK
 JD2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2259_STAMPING: L 7 Z 1963
 JD2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2259+STABILITY: SURFACE MOTION
 JD2259
 JD2259  HISTORY     - Date     Condition        Report By
 JD2259  HISTORY     - 1963     MONUMENTED       CGS
 JD2259
 JD2259                          STATION DESCRIPTION
 JD2259
 JD2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2259'3 MI E FROM BLAIRSTOWN.
 JD2259'ABOUT 0.8 MILE NORTHEAST ALONG A GRAVELED COUNTY ROAD FROM
 JD2259'THE POST OFFICE AT BLAIRSTOWN, THENCE 1.45 MILES EAST ALONG A
 JD2259'GRAVELED COUNTY ROAD, THENCE 0.8 MILE SOUTH ALONG A GRAVELED
 JD2259'COUNTY ROAD, IN S 32, R 27 W, T 44 N, AT THE CREST OF A SMALL
 JD2259'HILL, 38.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 78.0 FEET
 JD2259'SOUTHEAST ACROSS THE ROAD FROM R.M. 2, 39.5 FEET NORTH OF
 JD2259'R.M. 1, 3.0 FEET WEST OF A NORTH-SOUTH FENCE, 9.5 FEET
 JD2259'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 JD2259'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD2259'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2260 ***********************************************************************
 JD2260  DESIGNATION -  L 7 Z RM 1
 JD2260  PID         -  JD2260
 JD2260  STATE/COUNTY-  MO/HENRY
 JD2260  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2260
 JD2260                         *CURRENT SURVEY CONTROL
 JD2260  ___________________________________________________________________
 JD2260* NAD 83(1986)-  38 33 09.     (N)    093 55 52.     (W)     SCALED    
 JD2260* NAVD 88     -       270.945  (meters)     888.93   (feet)  ADJUSTED  
 JD2260  ___________________________________________________________________
 JD2260  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD2260  DYNAMIC HT  -         270.759 (meters)     888.32  (feet)  COMP
 JD2260  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JD2260
 JD2260  VERT ORDER  -  SECOND    CLASS 0
 JD2260
 JD2260.The horizontal coordinates were scaled from a topographic map and have
 JD2260.an estimated accuracy of +/- 6 seconds.
 JD2260
 JD2260.The orthometric height was determined by differential leveling
 JD2260.and adjusted by the National Geodetic Survey in June 1991..
 JD2260
 JD2260.The geoid height was determined by GEOID03.
 JD2260
 JD2260.The dynamic height is computed by dividing the NAVD 88
 JD2260.geopotential number by the normal gravity value computed on the
 JD2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2260.degrees latitude (g = 980.6199 gals.).
 JD2260
 JD2260.The modeled gravity was interpolated from observed gravity values.
 JD2260
 JD2260;                    North         East    Units  Estimated Accuracy
 JD2260;SPC MO W     -   264,930.      899,590.      MT  (+/- 180 meters Scaled)
 JD2260
 JD2260                          SUPERSEDED SURVEY CONTROL
 JD2260
 JD2260  NGVD 29 (??/??/92)  270.83   (m)          888.5    (f) COMPUTED    2 0
 JD2260
 JD2260.Superseded values are not recommended for survey control.
 JD2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2260.See file dsdata.txt to determine how the superseded data were derived.
 JD2260
 JD2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC188675(NAD 83)
 JD2260_MARKER: DR = REFERENCE MARK DISK
 JD2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2260_STAMPING: L 7 Z NO 1 1963
 JD2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2260+STABILITY: SURFACE MOTION
 JD2260
 JD2260  HISTORY     - Date     Condition        Report By
 JD2260  HISTORY     - 1963     MONUMENTED       CGS
 JD2260
 JD2260                          STATION DESCRIPTION
 JD2260
 JD2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2260'3 MI E FROM BLAIRSTOWN.
 JD2260'ABOUT 0.8 MILE NORTHEAST ALONG A GRAVELED COUNTY ROAD FROM THE POST
 JD2260'OFFICE AT BLAIRSTOWN, THENCE 1.45 MILES EAST ALONG A GRAVELED
 JD2260'COUNTY ROAD, THENCE 0.8 MILE SOUTH ALONG A GRAVELED COUNTY
 JD2260'ROAD, IN S 32, R 27 W, T 44 N, 94.0 FEET SOUTHEAST ACROSS THE
 JD2260'ROAD FROM R.M. 2, 40.0 FEET EAST OF THE CENTERLINE OF THE
 JD2260'ROAD, 39.5 FEET SOUTH OF THE STATION MARK, 1.5 FEET WEST OF
 JD2260'A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JD2260'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2258 ***********************************************************************
 JD2258  DESIGNATION -  L 7 Z RM 2
 JD2258  PID         -  JD2258
 JD2258  STATE/COUNTY-  MO/HENRY
 JD2258  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2258
 JD2258                         *CURRENT SURVEY CONTROL
 JD2258  ___________________________________________________________________
 JD2258* NAD 83(1986)-  38 33 10.     (N)    093 55 53.     (W)     SCALED    
 JD2258* NAVD 88     -       270.625  (meters)     887.88   (feet)  ADJUSTED  
 JD2258  ___________________________________________________________________
 JD2258  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD2258  DYNAMIC HT  -         270.439 (meters)     887.27  (feet)  COMP
 JD2258  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JD2258
 JD2258  VERT ORDER  -  SECOND    CLASS 0
 JD2258
 JD2258.The horizontal coordinates were scaled from a topographic map and have
 JD2258.an estimated accuracy of +/- 6 seconds.
 JD2258
 JD2258.The orthometric height was determined by differential leveling
 JD2258.and adjusted by the National Geodetic Survey in June 1991..
 JD2258
 JD2258.The geoid height was determined by GEOID03.
 JD2258
 JD2258.The dynamic height is computed by dividing the NAVD 88
 JD2258.geopotential number by the normal gravity value computed on the
 JD2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2258.degrees latitude (g = 980.6199 gals.).
 JD2258
 JD2258.The modeled gravity was interpolated from observed gravity values.
 JD2258
 JD2258;                    North         East    Units  Estimated Accuracy
 JD2258;SPC MO W     -   264,960.      899,560.      MT  (+/- 180 meters Scaled)
 JD2258
 JD2258                          SUPERSEDED SURVEY CONTROL
 JD2258
 JD2258  NGVD 29 (??/??/92)  270.51   (m)          887.5    (f) COMPUTED    2 0
 JD2258
 JD2258.Superseded values are not recommended for survey control.
 JD2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2258.See file dsdata.txt to determine how the superseded data were derived.
 JD2258
 JD2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC188675(NAD 83)
 JD2258_MARKER: DR = REFERENCE MARK DISK
 JD2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2258_STAMPING: L 7 Z NO 2 1963
 JD2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2258+STABILITY: SURFACE MOTION
 JD2258
 JD2258  HISTORY     - Date     Condition        Report By
 JD2258  HISTORY     - 1963     MONUMENTED       CGS
 JD2258
 JD2258                          STATION DESCRIPTION
 JD2258
 JD2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2258'3 MI E FROM BLAIRSTOWN.
 JD2258'ABOUT 0.8 MILE NORTHEAST ALONG A GRAVELED COUNTY ROAD FROM
 JD2258'THE POST OFFICE AT BLAIRSTOWN, THENCE 1.45 MILES EAST ALONG A
 JD2258'GRAVELED COUNTY ROAD, THENCE 0.8 MILE SOUTH ALONG A GRAVELED
 JD2258'COUNTY ROAD, IN S 32, R 27 W, T 44 N, 94.0 FEET NORTHWEST
 JD2258'ACROSS THE ROAD FROM R.M. 1, 78.0 FEET NORTHWEST ACROSS THE
 JD2258'ROAD FROM THE STATION MARK, 38.5 FEET WEST OF THE CENTERLINE
 JD2258'OF THE ROAD, 1.5 FEET EAST OF A FENCE, ABOUT 2 FEET ABOVE THE
 JD2258'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD2258'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0093 ***********************************************************************
 LF0093  DESIGNATION -  L 71
 LF0093  PID         -  LF0093
 LF0093  STATE/COUNTY-  MO/GENTRY
 LF0093  USGS QUAD   -  GRANT CITY (1984)
 LF0093
 LF0093                         *CURRENT SURVEY CONTROL
 LF0093  ___________________________________________________________________
 LF0093* NAD 83(1986)-  40 22 49.     (N)    094 26 16.     (W)     SCALED    
 LF0093* NAVD 88     -       277.291  (meters)     909.75   (feet)  ADJUSTED  
 LF0093  ___________________________________________________________________
 LF0093  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LF0093  DYNAMIC HT  -         277.144 (meters)     909.26  (feet)  COMP
 LF0093  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 LF0093
 LF0093  VERT ORDER  -  SECOND    CLASS 0
 LF0093
 LF0093.The horizontal coordinates were scaled from a topographic map and have
 LF0093.an estimated accuracy of +/- 6 seconds.
 LF0093
 LF0093.The orthometric height was determined by differential leveling
 LF0093.and adjusted by the National Geodetic Survey in June 1991..
 LF0093
 LF0093.The geoid height was determined by GEOID03.
 LF0093
 LF0093.The dynamic height is computed by dividing the NAVD 88
 LF0093.geopotential number by the normal gravity value computed on the
 LF0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0093.degrees latitude (g = 980.6199 gals.).
 LF0093
 LF0093.The modeled gravity was interpolated from observed gravity values.
 LF0093
 LF0093;                    North         East    Units  Estimated Accuracy
 LF0093;SPC MO W     -   467,690.      855,280.      MT  (+/- 180 meters Scaled)
 LF0093
 LF0093                          SUPERSEDED SURVEY CONTROL
 LF0093
 LF0093  NGVD 29 (??/??/92)  277.213  (m)          909.49   (f) ADJ UNCH    2 0
 LF0093
 LF0093.Superseded values are not recommended for survey control.
 LF0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0093.See file dsdata.txt to determine how the superseded data were derived.
 LF0093
 LF0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE779709(NAD 83)
 LF0093_MARKER: DB = BENCH MARK DISK
 LF0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0093_SP_SET: CULVERT
 LF0093_STAMPING: L 71 1935
 LF0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0093+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 LF0093
 LF0093  HISTORY     - Date     Condition        Report By
 LF0093  HISTORY     - 1935     MONUMENTED       CGS
 LF0093  HISTORY     - 20040204 GOOD             MODNR
 LF0093
 LF0093                          STATION DESCRIPTION
 LF0093
 LF0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0093'1.7 MI S FROM WORTH.
 LF0093'IN GENTRY COUNTY, 1.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON
 LF0093'AND QUINCY RAILROAD FROM THE STATION AT WORTH, 7 POLES NORTH OF
 LF0093'MILEPOST 54, 60 FEET WEST OF THE CENTERLINE OF THE TRACK, AT A
 LF0093'3- BY 2-FOOT CONCRETE-BOX CULVERT UNDER A HIGHWAY, IN THE
 LF0093'CENTER OF THE TOP OF THE EAST HEADWALL, AND ABOUT 1 FOOT
 LF0093'HIGHER THAN THE TRACK.  A STANDARD DISK STAMPED L 71 1935.
 LF0093
 LF0093                          STATION RECOVERY (2004)
 LF0093
 LF0093'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 LF0093'TO REACH FROM THE INTERSECTION OF MISSOURI ROUTES O AND YY ON THE
 LF0093'SOUTH EDGE OF THE TOWN OF GENTRY, MO. GO NORTH ALONG ROUTE YY FOR 3.9
 LF0093'MILES TO MARK ON THE RIGHT. AUTONOMOUS HAND HELD GPS POSITION IS LAT.
 LF0093'40 22 50.3, LONG. 94 26 16.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0435 ***********************************************************************
 KE0435  DESIGNATION -  L 72
 KE0435  PID         -  KE0435
 KE0435  STATE/COUNTY-  MO/ANDREW
 KE0435  USGS QUAD   -  HELENA (1983)
 KE0435
 KE0435                         *CURRENT SURVEY CONTROL
 KE0435  ___________________________________________________________________
 KE0435* NAD 83(1986)-  39 53 35.     (N)    094 39 30.     (W)     SCALED    
 KE0435* NAVD 88     -       308.884  (meters)    1013.40   (feet)  ADJUSTED  
 KE0435  ___________________________________________________________________
 KE0435  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KE0435  DYNAMIC HT  -         308.706 (meters)    1012.81  (feet)  COMP
 KE0435  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 KE0435
 KE0435  VERT ORDER  -  SECOND    CLASS 0
 KE0435
 KE0435.The horizontal coordinates were scaled from a topographic map and have
 KE0435.an estimated accuracy of +/- 6 seconds.
 KE0435
 KE0435.The orthometric height was determined by differential leveling
 KE0435.and adjusted by the National Geodetic Survey in June 1991..
 KE0435
 KE0435.The geoid height was determined by GEOID03.
 KE0435
 KE0435.The dynamic height is computed by dividing the NAVD 88
 KE0435.geopotential number by the normal gravity value computed on the
 KE0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0435.degrees latitude (g = 980.6199 gals.).
 KE0435
 KE0435.The modeled gravity was interpolated from observed gravity values.
 KE0435
 KE0435;                    North         East    Units  Estimated Accuracy
 KE0435;SPC MO W     -   413,610.      836,460.      MT  (+/- 180 meters Scaled)
 KE0435
 KE0435                          SUPERSEDED SURVEY CONTROL
 KE0435
 KE0435  NGVD 29 (??/??/92)  308.783  (m)         1013.07   (f) ADJ UNCH    2 0
 KE0435
 KE0435.Superseded values are not recommended for survey control.
 KE0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0435.See file dsdata.txt to determine how the superseded data were derived.
 KE0435
 KE0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE582172(NAD 83)
 KE0435_MARKER: DB = BENCH MARK DISK
 KE0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0435_STAMPING: L 72 1935
 KE0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0435+STABILITY: SURFACE MOTION
 KE0435
 KE0435  HISTORY     - Date     Condition        Report By
 KE0435  HISTORY     - 1935     MONUMENTED       CGS
 KE0435  HISTORY     - 1959     GOOD             NGS
 KE0435  HISTORY     - 1980     MARK NOT FOUND   USGS
 KE0435  HISTORY     - 20041006 MARK NOT FOUND   MODNR
 KE0435
 KE0435                          STATION DESCRIPTION
 KE0435
 KE0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0435'1.5 MI SW FROM HELENA.
 KE0435'1.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0435'RAILROAD FROM THE EXCHANGE BANK AT HELENA, ANDREW COUNTY, 7-1/2
 KE0435'POLES SOUTHWEST OF MILEPOST 127, AT AN EAST-WEST ROAD CROSSING,
 KE0435'47 FEET NORTHWEST OF THE CENTER OF RAILROAD AND ROAD CROSSING,
 KE0435'22 FEET NORTH OF THE CENTER OF EAST-WEST GRAVEL ROAD, 6 INCHES
 KE0435'SOUTH OF RAILROAD RIGHT-OF-WAY FENCE CORNER, AND 6 INCHES WEST
 KE0435'OF CEMENT POST PROJECTING 2 FEET.  A STANDARD DISK, STAMPED L
 KE0435'72 1935 AND SET IN A CONCRETE POST PROJECTING 8 INCHES BELOW
 KE0435'THE GROUND.
 KE0435
 KE0435                          STATION RECOVERY (1980)
 KE0435
 KE0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KE0435'MARK NOT FOUND.
 KE0435
 KE0435                          STATION RECOVERY (2004)
 KE0435
 KE0435'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 KE0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0425 ***********************************************************************
 KE0425  DESIGNATION -  L 73
 KE0425  PID         -  KE0425
 KE0425  STATE/COUNTY-  MO/CLINTON
 KE0425  USGS QUAD   -  GOWER (1978)
 KE0425
 KE0425                         *CURRENT SURVEY CONTROL
 KE0425  ___________________________________________________________________
 KE0425* NAD 83(1986)-  39 36 30.     (N)    094 34 59.     (W)     SCALED    
 KE0425* NAVD 88     -       275.919  (meters)     905.24   (feet)  ADJUSTED  
 KE0425  ___________________________________________________________________
 KE0425  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KE0425  DYNAMIC HT  -         275.753 (meters)     904.70  (feet)  COMP
 KE0425  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 KE0425
 KE0425  VERT ORDER  -  SECOND    CLASS 0
 KE0425
 KE0425.The horizontal coordinates were scaled from a topographic map and have
 KE0425.an estimated accuracy of +/- 6 seconds.
 KE0425
 KE0425.The orthometric height was determined by differential leveling
 KE0425.and adjusted by the National Geodetic Survey in June 1991..
 KE0425
 KE0425.The geoid height was determined by GEOID03.
 KE0425
 KE0425.The dynamic height is computed by dividing the NAVD 88
 KE0425.geopotential number by the normal gravity value computed on the
 KE0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0425.degrees latitude (g = 980.6199 gals.).
 KE0425
 KE0425.The modeled gravity was interpolated from observed gravity values.
 KE0425
 KE0425;                    North         East    Units  Estimated Accuracy
 KE0425;SPC MO W     -   381,990.      842,870.      MT  (+/- 180 meters Scaled)
 KE0425
 KE0425                          SUPERSEDED SURVEY CONTROL
 KE0425
 KE0425  NGVD 29 (??/??/92)  275.821  (m)          904.92   (f) ADJ UNCH    2 0
 KE0425
 KE0425.Superseded values are not recommended for survey control.
 KE0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0425.See file dsdata.txt to determine how the superseded data were derived.
 KE0425
 KE0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD640854(NAD 83)
 KE0425_MARKER: DB = BENCH MARK DISK
 KE0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0425_SP_SET: CULVERT
 KE0425_STAMPING: L 73 1935
 KE0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0425
 KE0425  HISTORY     - Date     Condition        Report By
 KE0425  HISTORY     - 1935     MONUMENTED       CGS
 KE0425  HISTORY     - 1959     GOOD             NGS
 KE0425  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 KE0425
 KE0425                          STATION DESCRIPTION
 KE0425
 KE0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0425'1 MI E FROM GOWER.
 KE0425'1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0425'FROM THE STATION AT GOWER, CLINTON COUNTY, 4 POLES EAST OF
 KE0425'MILEPOST 52, NEAR RAILROAD CULVERT 51 D, AT A 2-FOOT CONCRETE-BOX
 KE0425'CULVERT UNDER A ROAD PARALLELING THE TRACK, IN THE CENTER OF THE
 KE0425'TOP OF THE SOUTH HEADWALL, 59 FEET NORTH OF THE CENTERLINE
 KE0425'OF THE TRACK, 9 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 KE0425'ABOUT 5-1/2 FEET LOWER THAN THE RAIL.
 KE0425
 KE0425                          STATION RECOVERY (2006)
 KE0425
 KE0425'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0425'THREE 12 INCH WOOD PLANKS HAVE BEEN PLACED ON THE TOP OF THE HEADWALL
 KE0425'TO RAISE THE SURFACE OF THE ROAD 30 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0127 ***********************************************************************
 KE0127  DESIGNATION -  L 74
 KE0127  PID         -  KE0127
 KE0127  STATE/COUNTY-  MO/RAY
 KE0127  USGS QUAD   -  RAYVILLE (1979)
 KE0127
 KE0127                         *CURRENT SURVEY CONTROL
 KE0127  ___________________________________________________________________
 KE0127* NAD 83(1986)-  39 16 41.     (N)    094 01 11.     (W)     SCALED    
 KE0127* NAVD 88     -       249.239  (meters)     817.71   (feet)  ADJUSTED  
 KE0127  ___________________________________________________________________
 KE0127  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KE0127  DYNAMIC HT  -         249.086 (meters)     817.21  (feet)  COMP
 KE0127  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 KE0127
 KE0127  VERT ORDER  -  SECOND    CLASS 0
 KE0127
 KE0127.The horizontal coordinates were scaled from a topographic map and have
 KE0127.an estimated accuracy of +/- 6 seconds.
 KE0127
 KE0127.The orthometric height was determined by differential leveling
 KE0127.and adjusted by the National Geodetic Survey in June 1991..
 KE0127
 KE0127.The geoid height was determined by GEOID03.
 KE0127
 KE0127.The dynamic height is computed by dividing the NAVD 88
 KE0127.geopotential number by the normal gravity value computed on the
 KE0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0127.degrees latitude (g = 980.6199 gals.).
 KE0127
 KE0127.The modeled gravity was interpolated from observed gravity values.
 KE0127
 KE0127;                    North         East    Units  Estimated Accuracy
 KE0127;SPC MO W     -   345,430.      891,440.      MT  (+/- 180 meters Scaled)
 KE0127
 KE0127                          SUPERSEDED SURVEY CONTROL
 KE0127
 KE0127  NGVD 29 (??/??/92)  249.15   (m)          817.4    (f) COMPUTED    2 0
 KE0127
 KE0127.Superseded values are not recommended for survey control.
 KE0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0127.See file dsdata.txt to determine how the superseded data were derived.
 KE0127
 KE0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD120481(NAD 83)
 KE0127_MARKER: DB = BENCH MARK DISK
 KE0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0127_SP_SET: BRIDGE ABUTMENT
 KE0127_STAMPING: L 74 1935
 KE0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0127
 KE0127  HISTORY     - Date     Condition        Report By
 KE0127  HISTORY     - 1935     MONUMENTED       CGS
 KE0127  HISTORY     - 1958     GOOD             NGS
 KE0127  HISTORY     - 19960723 MARK NOT FOUND   MOHC
 KE0127
 KE0127                          STATION DESCRIPTION
 KE0127
 KE0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0127'2.1 MI NW FROM RICHMOND.
 KE0127'2.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0127'RAILWAY FROM THE STATION AT RICHMOND, 9-1/2 POLES NORTHWEST
 KE0127'OF MILEPOST 7, AT THE OVERHEAD CROSSING OF STATE HIGHWAY 10,
 KE0127'IN THE NORTHEAST SIDE OF THE SOUTHEAST CONCRETE ABUTMENT, 9
 KE0127'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET ABOVE
 KE0127'THE TRACK.
 KE0127
 KE0127                          STATION RECOVERY (1996)
 KE0127
 KE0127'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1996 (MP)
 KE0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1734 ***********************************************************************
 KE1734  DESIGNATION -  L 74 RESET
 KE1734  PID         -  KE1734
 KE1734  STATE/COUNTY-  MO/RAY
 KE1734  USGS QUAD   -  RAYVILLE (1979)
 KE1734
 KE1734                         *CURRENT SURVEY CONTROL
 KE1734  ___________________________________________________________________
 KE1734* NAD 83(1986)-  39 16 41.     (N)    094 01 11.     (W)     SCALED    
 KE1734* NAVD 88     -       249.01   (meters)     817.0    (feet)  RESET     
 KE1734  ___________________________________________________________________
 KE1734  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KE1734
 KE1734  VERT ORDER  -  THIRD
 KE1734
 KE1734.The horizontal coordinates were scaled from a topographic map and have
 KE1734.an estimated accuracy of +/- 6 seconds.
 KE1734
 KE1734.The orthometric height was computed from unverified reset data.
 KE1734.No vertical observational check was made to the station.
 KE1734
 KE1734.The geoid height was determined by GEOID03.
 KE1734
 KE1734;                    North         East    Units  Estimated Accuracy
 KE1734;SPC MO W     -   345,430.      891,440.      MT  (+/- 180 meters Scaled)
 KE1734
 KE1734                          SUPERSEDED SURVEY CONTROL
 KE1734
 KE1734.No superseded survey control is available for this station.
 KE1734
 KE1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD120481(NAD 83)
 KE1734_MARKER: DB = BENCH MARK DISK
 KE1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1734_SP_SET: CONCRETE POST
 KE1734_STAMPING: L 74 RESET 1988
 KE1734_MARK LOGO: MOHC  
 KE1734_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1734+STABILITY: SURFACE MOTION
 KE1734
 KE1734  HISTORY     - Date     Condition        Report By
 KE1734  HISTORY     - 1988     MONUMENTED       MOHC
 KE1734
 KE1734                          STATION DESCRIPTION
 KE1734
 KE1734'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1988
 KE1734'2.35 MILES WEST ALONG STATE HIGHWAY 10 FROM THE COUNTY COURTHOUSE IN
 KE1734'RICHMOND, 127 FEET LEFT OF STATION 97+56, 37.7 FT (11.5 M) DUE WEST
 KE1734'OF SECTION CORNER, NORTHWEST CORNER, SECTION 35 TOWNSHIP 52 NORTH,
 KE1734'AND 44.2 FEET SOUTHWEST OF RIGHT-OF-WAY MARKER, 90 FEET LEFT OF
 KE1734'STATION 97+40 ROUTE 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0044 ***********************************************************************
 KE0044  DESIGNATION -  L 75
 KE0044  PID         -  KE0044
 KE0044  STATE/COUNTY-  MO/CLINTON
 KE0044  USGS QUAD   -  PLATTSBURG (1984)
 KE0044
 KE0044                         *CURRENT SURVEY CONTROL
 KE0044  ___________________________________________________________________
 KE0044* NAD 83(1986)-  39 33 39.     (N)    094 27 45.     (W)     SCALED    
 KE0044* NAVD 88     -       283.520  (meters)     930.18   (feet)  ADJUSTED  
 KE0044  ___________________________________________________________________
 KE0044  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE0044  DYNAMIC HT  -         283.346 (meters)     929.61  (feet)  COMP
 KE0044  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 KE0044
 KE0044  VERT ORDER  -  SECOND    CLASS 0
 KE0044
 KE0044.The horizontal coordinates were scaled from a topographic map and have
 KE0044.an estimated accuracy of +/- 6 seconds.
 KE0044
 KE0044.The orthometric height was determined by differential leveling
 KE0044.and adjusted by the National Geodetic Survey in June 1991..
 KE0044
 KE0044.The geoid height was determined by GEOID03.
 KE0044
 KE0044.The dynamic height is computed by dividing the NAVD 88
 KE0044.geopotential number by the normal gravity value computed on the
 KE0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0044.degrees latitude (g = 980.6199 gals.).
 KE0044
 KE0044.The modeled gravity was interpolated from observed gravity values.
 KE0044
 KE0044;                    North         East    Units  Estimated Accuracy
 KE0044;SPC MO W     -   376,710.      853,220.      MT  (+/- 180 meters Scaled)
 KE0044
 KE0044                          SUPERSEDED SURVEY CONTROL
 KE0044
 KE0044  NGVD 29 (??/??/92)  283.411  (m)          929.82   (f) ADJ UNCH    2 0
 KE0044
 KE0044.Superseded values are not recommended for survey control.
 KE0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0044.See file dsdata.txt to determine how the superseded data were derived.
 KE0044
 KE0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD743800(NAD 83)
 KE0044_MARKER: DB = BENCH MARK DISK
 KE0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0044_STAMPING: L 75 1935
 KE0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0044+STABILITY: SURFACE MOTION
 KE0044
 KE0044  HISTORY     - Date     Condition        Report By
 KE0044  HISTORY     - 1935     MONUMENTED       CGS
 KE0044  HISTORY     - 1959     GOOD             NGS
 KE0044  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 KE0044
 KE0044                          STATION DESCRIPTION
 KE0044
 KE0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0044'0.9 MI SW FROM PLATTSBURG.
 KE0044'0.9 MILE SOUTHWEST ALONG THE OLD ROADBED OF THE ABANDONED QUINCY,
 KE0044'OMAHA AND KANSAS CITY RAILROAD FROM THE STATION AT PLATTSBURG,
 KE0044'120 FEET SOUTHWEST OF BRIDGE 209+81, AT A ROAD CROSSING, 36 FEET
 KE0044'SOUTHEAST OF THE CENTERLINE OF THE OLD ROADBED, 28 FEET EAST
 KE0044'OF THE CENTERLINE OF THE GRAVEL ROAD, 56 FEET EAST OF THE
 KE0044'WEST RIGHT-OF-WAY FENCE ON THE GRAVEL ROAD, AND 68 FEET NORTHEAST
 KE0044'OF THE NORTH GATEPOST FOR A BOARD GATE IN THE WEST RIGHT-OF-WAY
 KE0044'FENCE.  TO REACH FROM THE WATER TANK IN DOWNTOWN PLATTSBURG,
 KE0044'GO WEST ON WEST BROADWAY FOR 1.0 MILE PAST PHILLIPS SERVICE
 KE0044'STATION ON THE LEFT, TURN LEFT ACROSS THE HIGHWAY AND GO SOUTH
 KE0044'ON A GRAVEL ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 KE0044
 KE0044                          STATION RECOVERY (2006)
 KE0044
 KE0044'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0044'THE AREA TO THE EAST OF TOWN AND COUNTRY ROAD IS A GOLF COURSE. THE
 KE0044'AREA APPEARS TO HAVE GRADED SINCE THE LAST RECOVERY, AND THE ROADBED
 KE0044'OF THE RAILROAD IS NOT VISIBILE. THE FENCES MENTIONED IN THE 1959
 KE0044'DESCRIPTION ARE NOT PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0826 ***********************************************************************
 KD0826  DESIGNATION -  L 77
 KD0826  PID         -  KD0826
 KD0826  STATE/COUNTY-  MO/DAVIESS
 KD0826  USGS QUAD   -  GALLATIN (1984)
 KD0826
 KD0826                         *CURRENT SURVEY CONTROL
 KD0826  ___________________________________________________________________
 KD0826* NAD 83(1986)-  39 56 57.     (N)    093 57 37.     (W)     SCALED    
 KD0826* NAVD 88     -       228.951  (meters)     751.15   (feet)  ADJUSTED  
 KD0826  ___________________________________________________________________
 KD0826  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KD0826  DYNAMIC HT  -         228.820 (meters)     750.72  (feet)  COMP
 KD0826  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 KD0826
 KD0826  VERT ORDER  -  SECOND    CLASS 0
 KD0826
 KD0826.The horizontal coordinates were scaled from a topographic map and have
 KD0826.an estimated accuracy of +/- 6 seconds.
 KD0826
 KD0826.The orthometric height was determined by differential leveling
 KD0826.and adjusted by the National Geodetic Survey in June 1991..
 KD0826
 KD0826.The geoid height was determined by GEOID03.
 KD0826
 KD0826.The dynamic height is computed by dividing the NAVD 88
 KD0826.geopotential number by the normal gravity value computed on the
 KD0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0826.degrees latitude (g = 980.6199 gals.).
 KD0826
 KD0826.The modeled gravity was interpolated from observed gravity values.
 KD0826
 KD0826;                    North         East    Units  Estimated Accuracy
 KD0826;SPC MO W     -   419,960.      896,120.      MT  (+/- 180 meters Scaled)
 KD0826
 KD0826                          SUPERSEDED SURVEY CONTROL
 KD0826
 KD0826  NGVD 29 (??/??/92)  228.889  (m)          750.95   (f) ADJ UNCH    2 0
 KD0826
 KD0826.Superseded values are not recommended for survey control.
 KD0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0826.See file dsdata.txt to determine how the superseded data were derived.
 KD0826
 KD0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE179225(NAD 83)
 KD0826_MARKER: DB = BENCH MARK DISK
 KD0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0826_STAMPING: L 77 1935
 KD0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0826+STABILITY: SURFACE MOTION
 KD0826
 KD0826  HISTORY     - Date     Condition        Report By
 KD0826  HISTORY     - 1935     MONUMENTED       CGS
 KD0826
 KD0826                          STATION DESCRIPTION
 KD0826
 KD0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0826'2.2 MI N FROM GALLATIN.
 KD0826'2.2 MILES NORTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 KD0826'GALLATIN, DAVIESS COUNTY, AT THE MC DOWELL ROCK QUARRY, 200 FEET
 KD0826'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 123 FEET NORTHEAST
 KD0826'OF A SWITCH STAND WHICH IS AT THE SOUTHWEST END OF A SIDE TRACK,
 KD0826'28 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND LEVEL
 KD0826'WITH THE RAIL.  A STANDARD DISK, STAMPED L 77 1935 AND SET IN THE
 KD0826'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0860 ***********************************************************************
 KD0860  DESIGNATION -  L 79
 KD0860  PID         -  KD0860
 KD0860  STATE/COUNTY-  MO/CALDWELL
 KD0860  USGS QUAD   -  BRAYMER (1984)
 KD0860
 KD0860                         *CURRENT SURVEY CONTROL
 KD0860  ___________________________________________________________________
 KD0860* NAD 83(1986)-  39 34 25.     (N)    093 52 21.     (W)     SCALED    
 KD0860* NAVD 88     -       259.173  (meters)     850.30   (feet)  ADJUSTED  
 KD0860  ___________________________________________________________________
 KD0860  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KD0860  DYNAMIC HT  -         259.016 (meters)     849.79  (feet)  COMP
 KD0860  MODELED GRAV-     980,016.0   (mgal)                       NAVD 88
 KD0860
 KD0860  VERT ORDER  -  SECOND    CLASS 0
 KD0860
 KD0860.The horizontal coordinates were scaled from a topographic map and have
 KD0860.an estimated accuracy of +/- 6 seconds.
 KD0860
 KD0860.The orthometric height was determined by differential leveling
 KD0860.and adjusted by the National Geodetic Survey in June 1991..
 KD0860
 KD0860.The geoid height was determined by GEOID03.
 KD0860
 KD0860.The dynamic height is computed by dividing the NAVD 88
 KD0860.geopotential number by the normal gravity value computed on the
 KD0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0860.degrees latitude (g = 980.6199 gals.).
 KD0860
 KD0860.The modeled gravity was interpolated from observed gravity values.
 KD0860
 KD0860;                    North         East    Units  Estimated Accuracy
 KD0860;SPC MO W     -   378,320.      903,910.      MT  (+/- 180 meters Scaled)
 KD0860
 KD0860                          SUPERSEDED SURVEY CONTROL
 KD0860
 KD0860  NGVD 29 (??/??/92)  259.092  (m)          850.04   (f) ADJ UNCH    2 0
 KD0860
 KD0860.Superseded values are not recommended for survey control.
 KD0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0860.See file dsdata.txt to determine how the superseded data were derived.
 KD0860
 KD0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD250807(NAD 83)
 KD0860_MARKER: DB = BENCH MARK DISK
 KD0860_SETTING: 0 = UNSPECIFIED SETTING
 KD0860_STAMPING: L 79 1935
 KD0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0860
 KD0860  HISTORY     - Date     Condition        Report By
 KD0860  HISTORY     - 1935     MONUMENTED       CGS
 KD0860  HISTORY     - 1964     GOOD             NGS
 KD0860  HISTORY     - 1981     GOOD             USGS
 KD0860
 KD0860                          STATION DESCRIPTION
 KD0860
 KD0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KD0860'3.3 MI E FROM COWGILL.
 KD0860'3.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 KD0860'RAILROAD, FROM THE STATION AT COWGILL, 22 POLES WEST OF MILEPOST
 KD0860'253, AT A ROAD CROSSING, 50 FEET SOUTH-SOUTHWEST OF THE ROAD AND
 KD0860'RAILROAD CROSSING, 57 FEET SOUTHEAST OF RAILROAD SIGNAL 253.6
 KD0860'ON THE SOUTH SIDE OF TRACK, 47 FEET EAST OF A POWER POLE WITH
 KD0860'A METER, 47 FEET SOUTH OF THE SOUTH RAIL OF TRACK, 22 FEET WEST
 KD0860'OF THE CENTER OF ROAD, 5 FEET WEST-NORTHWEST OF FENCE CORNER, 2
 KD0860'FEET NORTH OF RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A NEW STEEL
 KD0860'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KD0860'L 79 1935.  THE MARK IS 5 FEET HIGHER THAN THE TRACK.
 KD0860
 KD0860                          STATION RECOVERY (1981)
 KD0860
 KD0860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 KD0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0660 ***********************************************************************
 GE0660  DESIGNATION -  L 8
 GE0660  PID         -  GE0660
 GE0660  STATE/COUNTY-  MO/HOWELL
 GE0660  USGS QUAD   -  WHITE CHURCH (1986)
 GE0660
 GE0660                         *CURRENT SURVEY CONTROL
 GE0660  ___________________________________________________________________
 GE0660* NAD 83(1986)-  36 45 51.     (N)    091 52 12.     (W)     SCALED    
 GE0660* NAVD 88     -       312.852  (meters)    1026.42   (feet)  ADJUSTED  
 GE0660  ___________________________________________________________________
 GE0660  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 GE0660  DYNAMIC HT  -         312.586 (meters)    1025.54  (feet)  COMP
 GE0660  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 GE0660
 GE0660  VERT ORDER  -  FIRST     CLASS II
 GE0660
 GE0660.The horizontal coordinates were scaled from a topographic map and have
 GE0660.an estimated accuracy of +/- 6 seconds.
 GE0660
 GE0660.The orthometric height was determined by differential leveling
 GE0660.and adjusted by the National Geodetic Survey in June 1991..
 GE0660
 GE0660.The geoid height was determined by GEOID03.
 GE0660
 GE0660.The dynamic height is computed by dividing the NAVD 88
 GE0660.geopotential number by the normal gravity value computed on the
 GE0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0660.degrees latitude (g = 980.6199 gals.).
 GE0660
 GE0660.The modeled gravity was interpolated from observed gravity values.
 GE0660
 GE0660;                    North         East    Units  Estimated Accuracy
 GE0660;SPC MO C     -   103,470.      556,250.      MT  (+/- 180 meters Scaled)
 GE0660
 GE0660                          SUPERSEDED SURVEY CONTROL
 GE0660
 GE0660  NGVD 29 (10/05/93)  312.698  (m)         1025.91   (f) ADJUSTED    1 2
 GE0660
 GE0660.Superseded values are not recommended for survey control.
 GE0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0660.See file dsdata.txt to determine how the superseded data were derived.
 GE0660
 GE0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA008693(NAD 83)
 GE0660_MARKER: DB = BENCH MARK DISK
 GE0660_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0660_SP_SET: HEADWALL
 GE0660_STAMPING: L 8 1928 1025.864
 GE0660_MARK LOGO: CGS   
 GE0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0660+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1990
 GE0660
 GE0660  HISTORY     - Date     Condition        Report By
 GE0660  HISTORY     - 1928     MONUMENTED       CGS
 GE0660  HISTORY     - 1934     GOOD             NGS
 GE0660  HISTORY     - 1977     GOOD             NGS
 GE0660  HISTORY     - 19900904 GOOD             NGS
 GE0660  HISTORY     - 20060314 GOOD             MODNR
 GE0660
 GE0660                          STATION DESCRIPTION
 GE0660
 GE0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0660'2.6 MI NW FROM WEST PLAINS.
 GE0660'2.6 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GE0660'FROM THE STATION AT WEST PLAINS, HOWELL COUNTY, OPPOSITE AND
 GE0660'BETWEEN POLES 311-29 AN D 311-30, AT A CONCRETE CULVERT (BUILT
 GE0660'IN 1923) OPPOSITE A LARGE CONCRETE BRIDGE (F 307 1922) ON U.S.
 GE0660'HIGHWAY 63, IN THE TOP OF THE SOUTHWEST CORNER, 10 FEET WEST
 GE0660'OF THE CENTERLINE OF THE MAIN TRACK, AND 1 FOOT LOWER THAN THE
 GE0660'TRACK.  A STANDARD DISK, STAMPED 1025.864 L 8 1928.
 GE0660
 GE0660                          STATION RECOVERY (1977)
 GE0660
 GE0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0660'RECOVERED IN GOOD CONDITION.
 GE0660
 GE0660                          STATION RECOVERY (1990)
 GE0660
 GE0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GE0660'1.3 KM (0.8 MI) NORTHERLY ALONG COUNTY ROAD 171 (HOLIDAY LANE) FROM
 GE0660'THE JUNCTION OF U.S. HIGHWAY 63 BUSINESS (PORTER WAGNER BOULEVARD)
 GE0660'IN WEST PLAINS, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END
 GE0660'OF THE WEST CONCRETE HEADWALL OF A CULVERT, 18.8 M (61.7 FT) EAST OF
 GE0660'THE ROAD CENTER, 2.4 M (7.9 FT) WEST OF THE NEAR RAIL OF THE
 GE0660'BURLINGTON NORTHERN RAILROAD, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF
 GE0660'THE TRACK.
 GE0660
 GE0660                          STATION RECOVERY (2006)
 GE0660
 GE0660'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0268 ***********************************************************************
 JE0268  DESIGNATION -  L 8 B 1
 JE0268  PID         -  JE0268
 JE0268  STATE/COUNTY-  MO/HENRY
 JE0268  USGS QUAD   -  QUICK CITY (1954)
 JE0268
 JE0268                         *CURRENT SURVEY CONTROL
 JE0268  ___________________________________________________________________
 JE0268* NAD 83(1986)-  38 30 29.     (N)    094 00 01.     (W)     SCALED    
 JE0268* NAVD 88     -       269.480  (meters)     884.12   (feet)  ADJUSTED  
 JE0268  ___________________________________________________________________
 JE0268  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JE0268  DYNAMIC HT  -         269.294 (meters)     883.51  (feet)  COMP
 JE0268  MODELED GRAV-     979,932.8   (mgal)                       NAVD 88
 JE0268
 JE0268  VERT ORDER  -  SECOND    CLASS 0
 JE0268
 JE0268.The horizontal coordinates were scaled from a topographic map and have
 JE0268.an estimated accuracy of +/- 6 seconds.
 JE0268
 JE0268.The orthometric height was determined by differential leveling
 JE0268.and adjusted by the National Geodetic Survey in June 1991..
 JE0268
 JE0268.The geoid height was determined by GEOID03.
 JE0268
 JE0268.The dynamic height is computed by dividing the NAVD 88
 JE0268.geopotential number by the normal gravity value computed on the
 JE0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0268.degrees latitude (g = 980.6199 gals.).
 JE0268
 JE0268.The modeled gravity was interpolated from observed gravity values.
 JE0268
 JE0268;                    North         East    Units  Estimated Accuracy
 JE0268;SPC MO W     -   259,960.      893,590.      MT  (+/- 180 meters Scaled)
 JE0268
 JE0268                          SUPERSEDED SURVEY CONTROL
 JE0268
 JE0268  NGVD 29 (??/??/92)  269.35   (m)          883.7    (f) COMPUTED    2 0
 JE0268
 JE0268.Superseded values are not recommended for survey control.
 JE0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0268.See file dsdata.txt to determine how the superseded data were derived.
 JE0268
 JE0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC127626(NAD 83)
 JE0268_MARKER: DZ = AZIMUTH MARK DISK
 JE0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0268_SP_SET: CONCRETE PEDESTAL
 JE0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0268
 JE0268  HISTORY     - Date     Condition        Report By
 JE0268  HISTORY     - UNK      MONUMENTED       DOD
 JE0268  HISTORY     - 1963     GOOD             NGS
 JE0268
 JE0268                          STATION DESCRIPTION
 JE0268
 JE0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0268'3.1 MI N FROM URICH.
 JE0268'ABOUT 3.0 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JE0268'JUNCTION OF STATE HIGHWAY 7 AT URICH, THENCE 0.1 MILE EAST
 JE0268'ALONG AN EAST-WEST FENCE, IN S 22, R 28 W, T 43 N, 4 FEET
 JE0268'SOUTHWEST OF A T-JUNCTION OF FENCES, 3 FEET SOUTH OF AN EAST-WEST
 JE0268'FENCE, 3 FEET WEST OF A NORTH-SOUTH FENCE, A 1 1/2 X 4 FOOT
 JE0268'CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER
 JE0268'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0269 ***********************************************************************
 JE0269  DESIGNATION -  L 8 B 2
 JE0269  PID         -  JE0269
 JE0269  STATE/COUNTY-  MO/HENRY
 JE0269  USGS QUAD   -  QUICK CITY (1954)
 JE0269
 JE0269                         *CURRENT SURVEY CONTROL
 JE0269  ___________________________________________________________________
 JE0269* NAD 83(1986)-  38 30 18.     (N)    094 00 02.     (W)     SCALED    
 JE0269* NAVD 88     -       273.631  (meters)     897.74   (feet)  ADJUSTED  
 JE0269  ___________________________________________________________________
 JE0269  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JE0269  DYNAMIC HT  -         273.442 (meters)     897.12  (feet)  COMP
 JE0269  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 JE0269
 JE0269  VERT ORDER  -  SECOND    CLASS 0
 JE0269
 JE0269.The horizontal coordinates were scaled from a topographic map and have
 JE0269.an estimated accuracy of +/- 6 seconds.
 JE0269
 JE0269.The orthometric height was determined by differential leveling
 JE0269.and adjusted by the National Geodetic Survey in June 1991..
 JE0269
 JE0269.The geoid height was determined by GEOID03.
 JE0269
 JE0269.The dynamic height is computed by dividing the NAVD 88
 JE0269.geopotential number by the normal gravity value computed on the
 JE0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0269.degrees latitude (g = 980.6199 gals.).
 JE0269
 JE0269.The modeled gravity was interpolated from observed gravity values.
 JE0269
 JE0269;                    North         East    Units  Estimated Accuracy
 JE0269;SPC MO W     -   259,620.      893,560.      MT  (+/- 180 meters Scaled)
 JE0269
 JE0269                          SUPERSEDED SURVEY CONTROL
 JE0269
 JE0269  NGVD 29 (??/??/92)  273.50   (m)          897.3    (f) COMPUTED    2 0
 JE0269
 JE0269.Superseded values are not recommended for survey control.
 JE0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0269.See file dsdata.txt to determine how the superseded data were derived.
 JE0269
 JE0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC127623(NAD 83)
 JE0269_MARKER: DZ = AZIMUTH MARK DISK
 JE0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0269_SP_SET: CONCRETE PEDESTAL
 JE0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0269
 JE0269  HISTORY     - Date     Condition        Report By
 JE0269  HISTORY     - UNK      MONUMENTED       DOD
 JE0269  HISTORY     - 1963     GOOD             NGS
 JE0269
 JE0269                          STATION DESCRIPTION
 JE0269
 JE0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0269'3 MI N FROM URICH.
 JE0269'ABOUT 2.8 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JE0269'JUNCTION OF STATE HIGHWAY 7 AT URICH, THENCE 0.2 MILE NORTHEAST
 JE0269'ACROSS A CULTIVATED FIELD, IN S 22, R 28 W, T 43 N, IN A
 JE0269'NORTH-SOUTH FENCE LINE, 1.5 FEET WEST OF AN EAST-WEST FENCE,
 JE0269'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH
 JE0269'AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2392 ***********************************************************************
 JD2392  DESIGNATION -  L 8 Z
 JD2392  PID         -  JD2392
 JD2392  STATE/COUNTY-  MO/HENRY
 JD2392  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2392
 JD2392                         *CURRENT SURVEY CONTROL
 JD2392  ___________________________________________________________________
 JD2392* NAD 83(1986)-  38 30 29.     (N)    093 59 50.     (W)     SCALED    
 JD2392* NAVD 88     -       270.234  (meters)     886.59   (feet)  ADJUSTED  
 JD2392  ___________________________________________________________________
 JD2392  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JD2392  DYNAMIC HT  -         270.048 (meters)     885.98  (feet)  COMP
 JD2392  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 JD2392
 JD2392  VERT ORDER  -  SECOND    CLASS 0
 JD2392
 JD2392.The horizontal coordinates were scaled from a topographic map and have
 JD2392.an estimated accuracy of +/- 6 seconds.
 JD2392
 JD2392.The orthometric height was determined by differential leveling
 JD2392.and adjusted by the National Geodetic Survey in June 1991..
 JD2392
 JD2392.The geoid height was determined by GEOID03.
 JD2392
 JD2392.The dynamic height is computed by dividing the NAVD 88
 JD2392.geopotential number by the normal gravity value computed on the
 JD2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2392.degrees latitude (g = 980.6199 gals.).
 JD2392
 JD2392.The modeled gravity was interpolated from observed gravity values.
 JD2392
 JD2392;                    North         East    Units  Estimated Accuracy
 JD2392;SPC MO W     -   259,960.      893,850.      MT  (+/- 180 meters Scaled)
 JD2392
 JD2392                          SUPERSEDED SURVEY CONTROL
 JD2392
 JD2392  NGVD 29 (??/??/92)  270.11   (m)          886.2    (f) COMPUTED    2 0
 JD2392
 JD2392.Superseded values are not recommended for survey control.
 JD2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2392.See file dsdata.txt to determine how the superseded data were derived.
 JD2392
 JD2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC130626(NAD 83)
 JD2392_MARKER: DS = TRIANGULATION STATION DISK
 JD2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2392_STAMPING: L 8 Z 1963
 JD2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2392+STABILITY: SURFACE MOTION
 JD2392
 JD2392  HISTORY     - Date     Condition        Report By
 JD2392  HISTORY     - 1963     MONUMENTED       CGS
 JD2392
 JD2392                          STATION DESCRIPTION
 JD2392
 JD2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2392'3.4 MI N FROM URICH.
 JD2392'ABOUT 3.0 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JD2392'JUNCTION OF STATE HIGHWAY 7 AT URICH, THENCE 0.4 MILE EAST ALONG
 JD2392'AN EAST-WEST FENCE, IN S 22, R 28 W, T 43 N, AT THE CREST OF A
 JD2392'HILL, 48.0 FEET SOUTHWEST OF R.M. 1, 43.0 FEET SOUTHEAST OF
 JD2392'R.M. 2, 35.5 FEET SOUTH OF THE EAST-WEST FENCE, 29.5 FEET SOUTH
 JD2392'OF A POWER LINE, AND SET IN THE TOP OF A CONCRETE POST 2 FEET
 JD2392'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2391 ***********************************************************************
 JD2391  DESIGNATION -  L 8 Z RM 1
 JD2391  PID         -  JD2391
 JD2391  STATE/COUNTY-  MO/HENRY
 JD2391  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2391
 JD2391                         *CURRENT SURVEY CONTROL
 JD2391  ___________________________________________________________________
 JD2391* NAD 83(1986)-  38 30 29.     (N)    093 59 50.     (W)     SCALED    
 JD2391* NAVD 88     -       270.295  (meters)     886.79   (feet)  ADJUSTED  
 JD2391  ___________________________________________________________________
 JD2391  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JD2391  DYNAMIC HT  -         270.109 (meters)     886.18  (feet)  COMP
 JD2391  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 JD2391
 JD2391  VERT ORDER  -  SECOND    CLASS 0
 JD2391
 JD2391.The horizontal coordinates were scaled from a topographic map and have
 JD2391.an estimated accuracy of +/- 6 seconds.
 JD2391
 JD2391.The orthometric height was determined by differential leveling
 JD2391.and adjusted by the National Geodetic Survey in June 1991..
 JD2391
 JD2391.The geoid height was determined by GEOID03.
 JD2391
 JD2391.The dynamic height is computed by dividing the NAVD 88
 JD2391.geopotential number by the normal gravity value computed on the
 JD2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2391.degrees latitude (g = 980.6199 gals.).
 JD2391
 JD2391.The modeled gravity was interpolated from observed gravity values.
 JD2391
 JD2391;                    North         East    Units  Estimated Accuracy
 JD2391;SPC MO W     -   259,960.      893,850.      MT  (+/- 180 meters Scaled)
 JD2391
 JD2391                          SUPERSEDED SURVEY CONTROL
 JD2391
 JD2391  NGVD 29 (??/??/92)  270.17   (m)          886.4    (f) COMPUTED    2 0
 JD2391
 JD2391.Superseded values are not recommended for survey control.
 JD2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2391.See file dsdata.txt to determine how the superseded data were derived.
 JD2391
 JD2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC130626(NAD 83)
 JD2391_MARKER: DR = REFERENCE MARK DISK
 JD2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2391_STAMPING: L 8 Z NO 1 1963
 JD2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2391+STABILITY: SURFACE MOTION
 JD2391
 JD2391  HISTORY     - Date     Condition        Report By
 JD2391  HISTORY     - 1963     MONUMENTED       CGS
 JD2391
 JD2391                          STATION DESCRIPTION
 JD2391
 JD2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2391'3.4 MI N FROM URICH.
 JD2391'ABOUT 3.0 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JD2391'JUNCTION OF STATE HIGHWAY 7 AT URICH, THENCE 0.4 MILE EAST ALONG
 JD2391'AN EAST-WEST FENCE, IN S 22, R 28 W, T 43 N, 59.5 FEET EAST
 JD2391'OF R.M. 2, 48.0 FEET NORTHEAST OF THE STATION MARK, 1.0 FOOT
 JD2391'SOUTH OF AN EAST-WEST FENCE, AND SET IN THE TOP OF A CONCRETE
 JD2391'POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2393 ***********************************************************************
 JD2393  DESIGNATION -  L 8 Z RM 2
 JD2393  PID         -  JD2393
 JD2393  STATE/COUNTY-  MO/HENRY
 JD2393  USGS QUAD   -  BLAIRSTOWN (1955)
 JD2393
 JD2393                         *CURRENT SURVEY CONTROL
 JD2393  ___________________________________________________________________
 JD2393* NAD 83(1986)-  38 30 29.     (N)    093 59 50.     (W)     SCALED    
 JD2393* NAVD 88     -       270.556  (meters)     887.65   (feet)  ADJUSTED  
 JD2393  ___________________________________________________________________
 JD2393  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JD2393  DYNAMIC HT  -         270.370 (meters)     887.04  (feet)  COMP
 JD2393  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 JD2393
 JD2393  VERT ORDER  -  SECOND    CLASS 0
 JD2393
 JD2393.The horizontal coordinates were scaled from a topographic map and have
 JD2393.an estimated accuracy of +/- 6 seconds.
 JD2393
 JD2393.The orthometric height was determined by differential leveling
 JD2393.and adjusted by the National Geodetic Survey in June 1991..
 JD2393
 JD2393.The geoid height was determined by GEOID03.
 JD2393
 JD2393.The dynamic height is computed by dividing the NAVD 88
 JD2393.geopotential number by the normal gravity value computed on the
 JD2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2393.degrees latitude (g = 980.6199 gals.).
 JD2393
 JD2393.The modeled gravity was interpolated from observed gravity values.
 JD2393
 JD2393;                    North         East    Units  Estimated Accuracy
 JD2393;SPC MO W     -   259,960.      893,850.      MT  (+/- 180 meters Scaled)
 JD2393
 JD2393                          SUPERSEDED SURVEY CONTROL
 JD2393
 JD2393  NGVD 29 (??/??/92)  270.43   (m)          887.2    (f) COMPUTED    2 0
 JD2393
 JD2393.Superseded values are not recommended for survey control.
 JD2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2393.See file dsdata.txt to determine how the superseded data were derived.
 JD2393
 JD2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC130626(NAD 83)
 JD2393_MARKER: DR = REFERENCE MARK DISK
 JD2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2393_STAMPING: L 8 Z NO 1 1963
 JD2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2393+STABILITY: SURFACE MOTION
 JD2393
 JD2393  HISTORY     - Date     Condition        Report By
 JD2393  HISTORY     - 1963     MONUMENTED       CGS
 JD2393
 JD2393                          STATION DESCRIPTION
 JD2393
 JD2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2393'3.4 MI N FROM URICH.
 JD2393'ABOUT 3.0 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JD2393'JUNCTION OF STATE HIGHWAY 7 AT URICH, THENCE 0.4 MILE EAST
 JD2393'ALONG AN EAST-WEST FENCE, IN S 22, R 28 W, T 43 N, 59.5 FEET
 JD2393'WEST OF R.M. 1, 43.0 FEET NORTHWEST OF THE STATION MARK, 1.0
 JD2393'FOOT SOUTH OF THE EAST-WEST FENCE, AND SET IN THE TOP OF A
 JD2393'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0330 ***********************************************************************
 LF0330  DESIGNATION -  L 80
 LF0330  PID         -  LF0330
 LF0330  STATE/COUNTY-  MO/HOLT
 LF0330  USGS QUAD   -  MAITLAND (1981)
 LF0330
 LF0330                         *CURRENT SURVEY CONTROL
 LF0330  ___________________________________________________________________
 LF0330* NAD 83(1986)-  40 13 38.     (N)    095 04 23.     (W)     SCALED    
 LF0330* NAVD 88     -       279.798  (meters)     917.97   (feet)  POSTED    
 LF0330  ___________________________________________________________________
 LF0330  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LF0330  DYNAMIC HT  -         279.650 (meters)     917.49  (feet)  COMP
 LF0330  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 LF0330
 LF0330  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LF0330
 LF0330.The horizontal coordinates were scaled from a topographic map and have
 LF0330.an estimated accuracy of +/- 6 seconds.
 LF0330
 LF0330.The orthometric height was determined by differential leveling
 LF0330.and adjusted by the National Geodetic Survey in 1992..
 LF0330.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LF0330.rate of 0.0 thru 1.0 mm/km.
 LF0330
 LF0330.The geoid height was determined by GEOID03.
 LF0330
 LF0330.The dynamic height is computed by dividing the NAVD 88
 LF0330.geopotential number by the normal gravity value computed on the
 LF0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0330.degrees latitude (g = 980.6199 gals.).
 LF0330
 LF0330.The modeled gravity was interpolated from observed gravity values.
 LF0330
 LF0330;                    North         East    Units  Estimated Accuracy
 LF0330;SPC MO W     -   450,850.      801,230.      MT  (+/- 180 meters Scaled)
 LF0330
 LF0330                          SUPERSEDED SURVEY CONTROL
 LF0330
 LF0330  NGVD 29 (??/??/92)  279.709  (m)          917.68   (f) ADJ UNCH    2 0
 LF0330
 LF0330.Superseded values are not recommended for survey control.
 LF0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0330.See file dsdata.txt to determine how the superseded data were derived.
 LF0330
 LF0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE236550(NAD 83)
 LF0330_MARKER: DB = BENCH MARK DISK
 LF0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0330_STAMPING: L 80 1935
 LF0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0330+STABILITY: SURFACE MOTION
 LF0330
 LF0330  HISTORY     - Date     Condition        Report By
 LF0330  HISTORY     - 1935     MONUMENTED       CGS
 LF0330  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF0330  HISTORY     - 1975     MARK NOT FOUND   USGS
 LF0330
 LF0330                          STATION DESCRIPTION
 LF0330
 LF0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF0330'1.8 MI N FROM MAITLAND.
 LF0330'1.8 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0330'FROM THE STATION AT MAITLAND, HOLT COUNTY, 35 FEET EAST OF
 LF0330'MILEPOST 16, 48 FEET EAST OF THE CENTERLINE OF THE TRACK, 2 FEET
 LF0330'WEST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET LOWER THAN THE TRACK.
 LF0330'A STANDARD DISK, STAMPED L 80 1935 AND SET IN THE TOP OF A
 LF0330'CONCRETE POST.  NOTE-- THIS MARK WAS COVERED WHEN A PRIVATE ROAD
 LF0330'WAS GRADED ALONG THE EAST RIGHT-OF-WAY OF THE RAILROAD TRACKS
 LF0330'ACCORDING TO MR. E.M. MILES WHO LIVES ABOUT 1/4 MILE NORTH.
 LF0330
 LF0330                          STATION RECOVERY (1975)
 LF0330
 LF0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0417 ***********************************************************************
 LE0417  DESIGNATION -  L 81
 LE0417  PID         -  LE0417
 LE0417  STATE/COUNTY-  MO/MERCER
 LE0417  USGS QUAD   -  LINEVILLE (1964)
 LE0417
 LE0417                         *CURRENT SURVEY CONTROL
 LE0417  ___________________________________________________________________
 LE0417* NAD 83(1986)-  40 34 28.     (N)    093 31 28.     (W)     SCALED    
 LE0417* NAVD 88     -       334.016  (meters)    1095.85   (feet)  ADJUSTED  
 LE0417  ___________________________________________________________________
 LE0417  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LE0417  DYNAMIC HT  -         333.847 (meters)    1095.30  (feet)  COMP
 LE0417  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 LE0417
 LE0417  VERT ORDER  -  SECOND    CLASS 0
 LE0417
 LE0417.The horizontal coordinates were scaled from a topographic map and have
 LE0417.an estimated accuracy of +/- 6 seconds.
 LE0417
 LE0417.The orthometric height was determined by differential leveling
 LE0417.and adjusted by the National Geodetic Survey in June 1991..
 LE0417
 LE0417.The geoid height was determined by GEOID03.
 LE0417
 LE0417.The dynamic height is computed by dividing the NAVD 88
 LE0417.geopotential number by the normal gravity value computed on the
 LE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0417.degrees latitude (g = 980.6199 gals.).
 LE0417
 LE0417.The modeled gravity was interpolated from observed gravity values.
 LE0417
 LE0417;                    North         East    Units  Estimated Accuracy
 LE0417;SPC MO C     -   526,740.      413,260.      MT  (+/- 180 meters Scaled)
 LE0417
 LE0417                          SUPERSEDED SURVEY CONTROL
 LE0417
 LE0417  NGVD 29 (??/??/92)  333.934  (m)         1095.58   (f) ADJ UNCH    2 0
 LE0417
 LE0417.Superseded values are not recommended for survey control.
 LE0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0417.See file dsdata.txt to determine how the superseded data were derived.
 LE0417
 LE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE556916(NAD 83)
 LE0417_MARKER: DB = BENCH MARK DISK
 LE0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0417_STAMPING: L 81 1935
 LE0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0417+STABILITY: SURFACE MOTION
 LE0417
 LE0417  HISTORY     - Date     Condition        Report By
 LE0417  HISTORY     - 1935     MONUMENTED       CGS
 LE0417  HISTORY     - 1966     MARK NOT FOUND   NGS
 LE0417
 LE0417                          STATION DESCRIPTION
 LE0417
 LE0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0417'0.5 MI S FROM LINEVILLE.
 LE0417'IN MERCER COUNTY, MISSOURI, 0.5 MILE SOUTH ALONG THE CHICAGO,
 LE0417'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT
 LE0417'LINEVILLE, WAYNE COUNTY, IOWA, AT SOUTH LINEVILLE, 14-1/2 POLES
 LE0417'NORTHEAST OF MILEPOST 379, AT THE SOUTH CITY LIMITS, AT A
 LE0417'PRIVATE-ROAD CROSSING, 36 FEET NORTHEAST OF THE CENTERLINE OF
 LE0417'THE ROAD, 39 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 45
 LE0417'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 65, AND LEVEL
 LE0417'WITH THE TRACK.  A STANDARD DISK, STAMPED L 81 1935 AND SET
 LE0417'IN THE TOP OF A CONCRETE POST.
 LE0417
 LE0417                          STATION RECOVERY (1966)
 LE0417
 LE0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LE0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0102 ***********************************************************************
 LF0102  DESIGNATION -  L 82
 LF0102  PID         -  LF0102
 LF0102  STATE/COUNTY-  MO/GENTRY
 LF0102  USGS QUAD   -  ALBANY SOUTH (1985)
 LF0102
 LF0102                         *CURRENT SURVEY CONTROL
 LF0102  ___________________________________________________________________
 LF0102* NAD 83(1986)-  40 13 35.     (N)    094 22 08.     (W)     SCALED    
 LF0102* NAVD 88     -       255.788  (meters)     839.20   (feet)  ADJUSTED  
 LF0102  ___________________________________________________________________
 LF0102  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LF0102  DYNAMIC HT  -         255.650 (meters)     838.75  (feet)  COMP
 LF0102  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 LF0102
 LF0102  VERT ORDER  -  SECOND    CLASS 0
 LF0102
 LF0102.The horizontal coordinates were scaled from a topographic map and have
 LF0102.an estimated accuracy of +/- 6 seconds.
 LF0102
 LF0102.The orthometric height was determined by differential leveling
 LF0102.and adjusted by the National Geodetic Survey in June 1991..
 LF0102
 LF0102.The geoid height was determined by GEOID03.
 LF0102
 LF0102.The dynamic height is computed by dividing the NAVD 88
 LF0102.geopotential number by the normal gravity value computed on the
 LF0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0102.degrees latitude (g = 980.6199 gals.).
 LF0102
 LF0102.The modeled gravity was interpolated from observed gravity values.
 LF0102
 LF0102;                    North         East    Units  Estimated Accuracy
 LF0102;SPC MO W     -   450,610.      861,160.      MT  (+/- 180 meters Scaled)
 LF0102
 LF0102                          SUPERSEDED SURVEY CONTROL
 LF0102
 LF0102  NGVD 29 (??/??/92)  255.724  (m)          838.99   (f) ADJ UNCH    2 0
 LF0102
 LF0102.Superseded values are not recommended for survey control.
 LF0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0102.See file dsdata.txt to determine how the superseded data were derived.
 LF0102
 LF0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE835537(NAD 83)
 LF0102_MARKER: DB = BENCH MARK DISK
 LF0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0102_STAMPING: L 82 1935
 LF0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0102+STABILITY: SURFACE MOTION
 LF0102
 LF0102  HISTORY     - Date     Condition        Report By
 LF0102  HISTORY     - 1935     MONUMENTED       CGS
 LF0102  HISTORY     - 1935     GOOD             NGS
 LF0102  HISTORY     - 1982     MARK NOT FOUND   USGS
 LF0102
 LF0102                          STATION DESCRIPTION
 LF0102
 LF0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LF0102'2.1 MI NE FROM DARLINGTON.
 LF0102'2.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0102'RAILROAD FROM THE WABASH RAILWAY CROSSING AT DARLINGTON, 3-1/2
 LF0102'POLES NORTHEAST OF MILEPOST 97, AT THE NORTHEAST END OF ALBANY
 LF0102'JUNCTION, AT A PRIVATE-ROAD CROSSING, 51 FEET NORTHEAST OF THE
 LF0102'CENTERLINE OF THE ROAD, 21 FEET NORTHWEST OF THE CENTERLINE
 LF0102'OF THE TRACK, 30 FEET SOUTHEAST OF THE CENTERLINE OF A COUNTY
 LF0102'ROAD, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LF0102'L 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LF0102
 LF0102                          STATION RECOVERY (1982)
 LF0102
 LF0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LF0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0385 ***********************************************************************
 LE0385  DESIGNATION -  L 83
 LE0385  PID         -  LE0385
 LE0385  STATE/COUNTY-  MO/HARRISON
 LE0385  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0385
 LE0385                         *CURRENT SURVEY CONTROL
 LE0385  ___________________________________________________________________
 LE0385* NAD 83(1986)-  40 32 38.     (N)    093 54 49.     (W)     SCALED    
 LE0385* NAVD 88     -       331.947  (meters)    1089.06   (feet)  ADJUSTED  
 LE0385  ___________________________________________________________________
 LE0385  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LE0385  DYNAMIC HT  -         331.778 (meters)    1088.51  (feet)  COMP
 LE0385  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 LE0385
 LE0385  VERT ORDER  -  SECOND    CLASS 0
 LE0385
 LE0385.The horizontal coordinates were scaled from a topographic map and have
 LE0385.an estimated accuracy of +/- 6 seconds.
 LE0385
 LE0385.The orthometric height was determined by differential leveling
 LE0385.and adjusted by the National Geodetic Survey in June 1991..
 LE0385
 LE0385.The geoid height was determined by GEOID03.
 LE0385
 LE0385.The dynamic height is computed by dividing the NAVD 88
 LE0385.geopotential number by the normal gravity value computed on the
 LE0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0385.degrees latitude (g = 980.6199 gals.).
 LE0385
 LE0385.The modeled gravity was interpolated from observed gravity values.
 LE0385
 LE0385;                    North         East    Units  Estimated Accuracy
 LE0385;SPC MO W     -   486,020.      899,670.      MT  (+/- 180 meters Scaled)
 LE0385
 LE0385                          SUPERSEDED SURVEY CONTROL
 LE0385
 LE0385  NGVD 29 (??/??/92)  331.852  (m)         1088.75   (f) ADJ UNCH    2 0
 LE0385
 LE0385.Superseded values are not recommended for survey control.
 LE0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0385.See file dsdata.txt to determine how the superseded data were derived.
 LE0385
 LE0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE226885(NAD 83)
 LE0385_MARKER: DB = BENCH MARK DISK
 LE0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0385_STAMPING: L 83 1935
 LE0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0385+STABILITY: SURFACE MOTION
 LE0385
 LE0385  HISTORY     - Date     Condition        Report By
 LE0385  HISTORY     - 1935     MONUMENTED       CGS
 LE0385
 LE0385                          STATION DESCRIPTION
 LE0385
 LE0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0385'1.9 MI SW FROM ANDOVER.
 LE0385'1.9 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0385'RAILROAD FROM THE STATION AT ANDOVER, HARRISON COUNTY, 5 POLES
 LE0385'SOUTH OF MILEPOST 55, AT A ROAD CROSSING, 41 FEET EAST OF THE
 LE0385'CENTERLINE OF THE TRACK, 33 FEET NORTH OF THE CENTERLINE OF THE
 LE0385'ROAD, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 LE0385'STAMPED L 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0052 ***********************************************************************
 LE0052  DESIGNATION -  L 84
 LE0052  PID         -  LE0052
 LE0052  STATE/COUNTY-  MO/KNOX
 LE0052  USGS QUAD   -  HURDLAND (1966)
 LE0052
 LE0052                         *CURRENT SURVEY CONTROL
 LE0052  ___________________________________________________________________
 LE0052* NAD 83(1986)-  40 10 21.     (N)    092 17 57.     (W)     SCALED    
 LE0052* NAVD 88     -       245.307  (meters)     804.81   (feet)  ADJUSTED  
 LE0052  ___________________________________________________________________
 LE0052  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LE0052  DYNAMIC HT  -         245.177 (meters)     804.38  (feet)  COMP
 LE0052  MODELED GRAV-     980,087.5   (mgal)                       NAVD 88
 LE0052
 LE0052  VERT ORDER  -  SECOND    CLASS 0
 LE0052
 LE0052.The horizontal coordinates were scaled from a topographic map and have
 LE0052.an estimated accuracy of +/- 6 seconds.
 LE0052
 LE0052.The orthometric height was determined by differential leveling
 LE0052.and adjusted by the National Geodetic Survey in June 1991..
 LE0052
 LE0052.The geoid height was determined by GEOID03.
 LE0052
 LE0052.The dynamic height is computed by dividing the NAVD 88
 LE0052.geopotential number by the normal gravity value computed on the
 LE0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0052.degrees latitude (g = 980.6199 gals.).
 LE0052
 LE0052.The modeled gravity was interpolated from observed gravity values.
 LE0052
 LE0052;                    North         East    Units  Estimated Accuracy
 LE0052;SPC MO C     -   481,620.      517,110.      MT  (+/- 180 meters Scaled)
 LE0052
 LE0052                          SUPERSEDED SURVEY CONTROL
 LE0052
 LE0052  NGVD 29 (??/??/92)  245.33   (m)          804.9    (f) COMPUTED    2 0
 LE0052
 LE0052.Superseded values are not recommended for survey control.
 LE0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0052.See file dsdata.txt to determine how the superseded data were derived.
 LE0052
 LE0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE596471(NAD 83)
 LE0052_MARKER: DB = BENCH MARK DISK
 LE0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0052_STAMPING: L-84 1935
 LE0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0052+STABILITY: SURFACE MOTION
 LE0052
 LE0052  HISTORY     - Date     Condition        Report By
 LE0052  HISTORY     - 1935     MONUMENTED       CGS
 LE0052
 LE0052                          STATION DESCRIPTION
 LE0052
 LE0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0052'2.1 MI E FROM HURDLAND.
 LE0052'DEPOT, HURDLAND, 2.1 MILES N EAST OF.  ALONG THE A.T. AND S.F.
 LE0052'RAILROAD TO A PUBLIC CROSSING 66 FEET NORTHEAST OF MILE POST
 LE0052'298.  SET IN POST 42 FEET NORTHWEST OF THE NORTHWEST TRACK, 21
 LE0052'FEET WEST OF THE CENTERLINE OF THE ROAD, 8 FEET SOUTHWEST OF
 LE0052'CORNER FENCE POST, 1 FOOT BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0589 ***********************************************************************
 LD0589  DESIGNATION -  L 85
 LD0589  PID         -  LD0589
 LD0589  STATE/COUNTY-  MO/CLARK
 LD0589  USGS QUAD   -  KAHOKA (1975)
 LD0589
 LD0589                         *CURRENT SURVEY CONTROL
 LD0589  ___________________________________________________________________
 LD0589* NAD 83(1986)-  40 29 31.     (N)    091 40 30.     (W)     SCALED    
 LD0589* NAVD 88     -       206.736  (meters)     678.27   (feet)  ADJUSTED  
 LD0589  ___________________________________________________________________
 LD0589  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0589  DYNAMIC HT  -         206.634 (meters)     677.93  (feet)  COMP
 LD0589  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 LD0589
 LD0589  VERT ORDER  -  SECOND    CLASS 0
 LD0589
 LD0589.The horizontal coordinates were scaled from a topographic map and have
 LD0589.an estimated accuracy of +/- 6 seconds.
 LD0589
 LD0589.The orthometric height was determined by differential leveling
 LD0589.and adjusted by the National Geodetic Survey in June 1991..
 LD0589
 LD0589.The geoid height was determined by GEOID03.
 LD0589
 LD0589.The dynamic height is computed by dividing the NAVD 88
 LD0589.geopotential number by the normal gravity value computed on the
 LD0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0589.degrees latitude (g = 980.6199 gals.).
 LD0589
 LD0589.The modeled gravity was interpolated from observed gravity values.
 LD0589
 LD0589;                    North         East    Units  Estimated Accuracy
 LD0589;SPC MO E     -   517,730.      150,390.      MT  (+/- 180 meters Scaled)
 LD0589
 LD0589                          SUPERSEDED SURVEY CONTROL
 LD0589
 LD0589  NGVD 29 (??/??/92)  206.764  (m)          678.36   (f) ADJ UNCH    2 0
 LD0589
 LD0589.Superseded values are not recommended for survey control.
 LD0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0589.See file dsdata.txt to determine how the superseded data were derived.
 LD0589
 LD0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE122832(NAD 83)
 LD0589_MARKER: DB = BENCH MARK DISK
 LD0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0589_STAMPING: L 85 1935
 LD0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0589+STABILITY: SURFACE MOTION
 LD0589
 LD0589  HISTORY     - Date     Condition        Report By
 LD0589  HISTORY     - 1935     MONUMENTED       CGS
 LD0589  HISTORY     - 20000501 MARK NOT FOUND   AERSVC
 LD0589
 LD0589                          STATION DESCRIPTION
 LD0589
 LD0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0589'AT REVERE.
 LD0589'AT REVERE, CLARK COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 LD0589'RAILWAY, AT A STREET CROSSING WEST OF THE STATION, 25 FEET WEST
 LD0589'OF THE CENTERLINE OF THE STREET, 13 FEET NORTH OF THE CENTERLINE
 LD0589'OF THE NORTH TRACK, 8 FEET WEST OF A CROSSING-WARNING SIGN, AND
 LD0589'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED L 85 1935 AND
 LD0589'SET IN THE TOP OF A CONCRETE POST.
 LD0589
 LD0589                          STATION RECOVERY (2000)
 LD0589
 LD0589'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (KE)
 LD0589'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0111 ***********************************************************************
 LE0111  DESIGNATION -  L 86
 LE0111  PID         -  LE0111
 LE0111  STATE/COUNTY-  MO/SCHUYLER
 LE0111  USGS QUAD   -  DOWNING (1966)
 LE0111
 LE0111                         *CURRENT SURVEY CONTROL
 LE0111  ___________________________________________________________________
 LE0111* NAD 83(1986)-  40 29 15.     (N)    092 22 10.     (W)     SCALED    
 LE0111* NAVD 88     -       266.039  (meters)     872.83   (feet)  ADJUSTED  
 LE0111  ___________________________________________________________________
 LE0111  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LE0111  DYNAMIC HT  -         265.904 (meters)     872.39  (feet)  COMP
 LE0111  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 LE0111
 LE0111  VERT ORDER  -  SECOND    CLASS 0
 LE0111
 LE0111.The horizontal coordinates were scaled from a topographic map and have
 LE0111.an estimated accuracy of +/- 6 seconds.
 LE0111
 LE0111.The orthometric height was determined by differential leveling
 LE0111.and adjusted by the National Geodetic Survey in June 1991..
 LE0111
 LE0111.The geoid height was determined by GEOID03.
 LE0111
 LE0111.The dynamic height is computed by dividing the NAVD 88
 LE0111.geopotential number by the normal gravity value computed on the
 LE0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0111.degrees latitude (g = 980.6199 gals.).
 LE0111
 LE0111.The modeled gravity was interpolated from observed gravity values.
 LE0111
 LE0111;                    North         East    Units  Estimated Accuracy
 LE0111;SPC MO C     -   516,590.      511,070.      MT  (+/- 180 meters Scaled)
 LE0111
 LE0111                          SUPERSEDED SURVEY CONTROL
 LE0111
 LE0111  NGVD 29 (??/??/92)  266.040  (m)          872.83   (f) ADJ UNCH    2 0
 LE0111
 LE0111.Superseded values are not recommended for survey control.
 LE0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0111.See file dsdata.txt to determine how the superseded data were derived.
 LE0111
 LE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE534820(NAD 83)
 LE0111_MARKER: DB = BENCH MARK DISK
 LE0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0111_STAMPING: L 86 1935
 LE0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0111+STABILITY: SURFACE MOTION
 LE0111
 LE0111  HISTORY     - Date     Condition        Report By
 LE0111  HISTORY     - 1935     MONUMENTED       CGS
 LE0111  HISTORY     - 1967     GOOD             NGS
 LE0111
 LE0111                          STATION DESCRIPTION
 LE0111
 LE0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0111'AT DOWNING.
 LE0111'AT DOWNING, SCHUYLER COUNTY, ON THE CHICAGO, BURLINGTON AND
 LE0111'QUINCY RAILROAD, 250 FEET WEST OF THE STATION, AT A STREET
 LE0111'CROSSING 33 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK
 LE0111'ON THE WEST SIDE OF THE STREET, 21 FEET SOUTH OF THE CENTERLINE
 LE0111'OF THE TRACK, 4 FEET NORTHEAST OF A POLE, AND 1 FOOT LOWER
 LE0111'THAN THE TRACK.  A STANDARD DISK, STAMPED L 86 1935 AND SET
 LE0111'IN THE TOP OF A CONCRETE POST.  NOTE-- BM IS LOCATED 1 FOOT
 LE0111'SOUTH OF METAL WITNESS POST.
 LE0111
 LE0111                          STATION RECOVERY (1967)
 LE0111
 LE0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0768 ***********************************************************************
 JE0768  DESIGNATION -  L 9
 JE0768  PID         -  JE0768
 JE0768  STATE/COUNTY-  MO/BATES
 JE0768  USGS QUAD   -  WORLAND (1991)
 JE0768
 JE0768                         *CURRENT SURVEY CONTROL
 JE0768  ___________________________________________________________________
 JE0768* NAD 83(1986)-  38 10 40.     (N)    094 33 31.     (W)     SCALED    
 JE0768* NAVD 88     -       249.021  (meters)     817.00   (feet)  ADJUSTED  
 JE0768  ___________________________________________________________________
 JE0768  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JE0768  DYNAMIC HT  -         248.841 (meters)     816.41  (feet)  COMP
 JE0768  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 JE0768
 JE0768  VERT ORDER  -  SECOND    CLASS 0
 JE0768
 JE0768.The horizontal coordinates were scaled from a topographic map and have
 JE0768.an estimated accuracy of +/- 6 seconds.
 JE0768
 JE0768.The orthometric height was determined by differential leveling
 JE0768.and adjusted by the National Geodetic Survey in June 1991..
 JE0768.WARNING-Repeat measurements at this control monument indicate possible
 JE0768.vertical movement.
 JE0768
 JE0768.The geoid height was determined by GEOID03.
 JE0768
 JE0768.The dynamic height is computed by dividing the NAVD 88
 JE0768.geopotential number by the normal gravity value computed on the
 JE0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0768.degrees latitude (g = 980.6199 gals.).
 JE0768
 JE0768.The modeled gravity was interpolated from observed gravity values.
 JE0768
 JE0768;                    North         East    Units  Estimated Accuracy
 JE0768;SPC MO W     -   223,180.      844,870.      MT  (+/- 180 meters Scaled)
 JE0768
 JE0768                          SUPERSEDED SURVEY CONTROL
 JE0768
 JE0768  NGVD 29 (??/??/92)  248.905  (m)          816.62   (f) ADJ UNCH    2 0
 JE0768
 JE0768.Superseded values are not recommended for survey control.
 JE0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0768.See file dsdata.txt to determine how the superseded data were derived.
 JE0768
 JE0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC634266(NAD 83)
 JE0768_MARKER: DB = BENCH MARK DISK
 JE0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0768_STAMPING: L 9 1934
 JE0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0768+STABILITY: SURFACE MOTION
 JE0768
 JE0768  HISTORY     - Date     Condition        Report By
 JE0768  HISTORY     - 1934     MONUMENTED       CGS
 JE0768  HISTORY     - 1963     GOOD             NGS
 JE0768  HISTORY     - 19871203 POOR             USPSQD
 JE0768  HISTORY     - 20050507 POOR             INDIV
 JE0768
 JE0768                          STATION DESCRIPTION
 JE0768
 JE0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0768'2.4 MI W FROM FOSTER.
 JE0768'ABOUT 0.1 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE
 JE0768'AT FOSTER, THENCE 3.05 MILES WEST ALONG STATE ROAD U, THENCE
 JE0768'0.25 MILE NORTH ALONG A GRADED DIRT ROAD, AT THE CROSSING OF
 JE0768'THE ABANDONED MISSOURI PACIFIC RAILROAD, OR 0.2 MILE NORTH ALONG
 JE0768'A GRADED DIRT ROAD FROM THE FIRST BAPTIST CHURCH AT WORLAND,
 JE0768'THENCE 0.45 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.6 MILE
 JE0768'SOUTHEAST ALONG ON OLD COAL MINE ROAD, THENCE 1.1 MILES EAST
 JE0768'ALONG THE ABANDONED MISSOURI PACIFIC RAILROAD GRADE, 35 FEET
 JE0768'WEST OF THE CENTER LINE OF THE ROAD, 48 FEET NORTH OF THE CENTER
 JE0768'OF THE RR GRADE, 3 FEET SOUTH OF A FENCE, 0.7 FEET SOUTH OF A
 JE0768'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JE0768'TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 JE0768
 JE0768                          STATION RECOVERY (1987)
 JE0768
 JE0768'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 JE0768'MARK RECOVERED IN POOR CONDITION.
 JE0768
 JE0768                          STATION RECOVERY (2005)
 JE0768
 JE0768'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0768'FOUND CONCRETE POST IN POOR CONDITION.  THE TOP OF THE CONCRETE POST
 JE0768'HAS HAD AN UNKNOWN AMOUNT BROKEN OFF AND THE DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0352 ***********************************************************************
 JE0352  DESIGNATION -  L 9 B 1
 JE0352  PID         -  JE0352
 JE0352  STATE/COUNTY-  MO/BATES
 JE0352  USGS QUAD   -  ADRIAN (1981)
 JE0352
 JE0352                         *CURRENT SURVEY CONTROL
 JE0352  ___________________________________________________________________
 JE0352* NAD 83(1986)-  38 26 47.     (N)    094 18 44.     (W)     SCALED    
 JE0352* NAVD 88     -       248.274  (meters)     814.55   (feet)  ADJUSTED  
 JE0352  ___________________________________________________________________
 JE0352  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0352  DYNAMIC HT  -         248.100 (meters)     813.97  (feet)  COMP
 JE0352  MODELED GRAV-     979,921.1   (mgal)                       NAVD 88
 JE0352
 JE0352  VERT ORDER  -  FIRST     CLASS II
 JE0352
 JE0352.The horizontal coordinates were scaled from a topographic map and have
 JE0352.an estimated accuracy of +/- 6 seconds.
 JE0352
 JE0352.The orthometric height was determined by differential leveling
 JE0352.and adjusted by the National Geodetic Survey in June 1991..
 JE0352
 JE0352.The geoid height was determined by GEOID03.
 JE0352
 JE0352.The dynamic height is computed by dividing the NAVD 88
 JE0352.geopotential number by the normal gravity value computed on the
 JE0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0352.degrees latitude (g = 980.6199 gals.).
 JE0352
 JE0352.The modeled gravity was interpolated from observed gravity values.
 JE0352
 JE0352;                    North         East    Units  Estimated Accuracy
 JE0352;SPC MO W     -   253,010.      866,390.      MT  (+/- 180 meters Scaled)
 JE0352
 JE0352                          SUPERSEDED SURVEY CONTROL
 JE0352
 JE0352  NGVD 29 (??/??/92)  248.15   (m)          814.1    (f) COMPUTED    1 2
 JE0352
 JE0352.Superseded values are not recommended for survey control.
 JE0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0352.See file dsdata.txt to determine how the superseded data were derived.
 JE0352
 JE0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC854561(NAD 83)
 JE0352_MARKER: Z = SEE DESCRIPTION
 JE0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0352_SP_SET: CONCRETE CYLINDER
 JE0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0352
 JE0352  HISTORY     - Date     Condition        Report By
 JE0352  HISTORY     - UNK      MONUMENTED       DOD
 JE0352  HISTORY     - 1963     GOOD             NGS
 JE0352
 JE0352                          STATION DESCRIPTION
 JE0352
 JE0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0352'6 MI NE FROM ADRIAN.
 JE0352'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0352'THE STATION AT ADRIAN, THENCE 0.6 MILE EAST ALONG STATE ROAD AA,
 JE0352'THENCE 1.05 MILES NORTH ALONG U.S. HIGHWAY 71, THENCE 1.75
 JE0352'MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTHWEST
 JE0352'ACROSS COUNTRY, AND THE TOP SURFACE OVER THE CENTER HOLE OF
 JE0352'A METAL COVERED TRIBACH MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 JE0352'CYLINDER PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0353 ***********************************************************************
 JE0353  DESIGNATION -  L 9 B 2
 JE0353  PID         -  JE0353
 JE0353  STATE/COUNTY-  MO/BATES
 JE0353  USGS QUAD   -  ADRIAN (1981)
 JE0353
 JE0353                         *CURRENT SURVEY CONTROL
 JE0353  ___________________________________________________________________
 JE0353* NAD 83(1986)-  38 26 21.     (N)    094 18 37.     (W)     SCALED    
 JE0353* NAVD 88     -       256.432  (meters)     841.31   (feet)  ADJUSTED  
 JE0353  ___________________________________________________________________
 JE0353  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0353  DYNAMIC HT  -         256.252 (meters)     840.72  (feet)  COMP
 JE0353  MODELED GRAV-     979,920.1   (mgal)                       NAVD 88
 JE0353
 JE0353  VERT ORDER  -  FIRST     CLASS II
 JE0353
 JE0353.The horizontal coordinates were scaled from a topographic map and have
 JE0353.an estimated accuracy of +/- 6 seconds.
 JE0353
 JE0353.The orthometric height was determined by differential leveling
 JE0353.and adjusted by the National Geodetic Survey in June 1991..
 JE0353
 JE0353.The geoid height was determined by GEOID03.
 JE0353
 JE0353.The dynamic height is computed by dividing the NAVD 88
 JE0353.geopotential number by the normal gravity value computed on the
 JE0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0353.degrees latitude (g = 980.6199 gals.).
 JE0353
 JE0353.The modeled gravity was interpolated from observed gravity values.
 JE0353
 JE0353;                    North         East    Units  Estimated Accuracy
 JE0353;SPC MO W     -   252,210.      866,560.      MT  (+/- 180 meters Scaled)
 JE0353
 JE0353                          SUPERSEDED SURVEY CONTROL
 JE0353
 JE0353  NGVD 29 (??/??/92)  256.31   (m)          840.9    (f) COMPUTED    1 2
 JE0353
 JE0353.Superseded values are not recommended for survey control.
 JE0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0353.See file dsdata.txt to determine how the superseded data were derived.
 JE0353
 JE0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC856553(NAD 83)
 JE0353_MARKER: Z = SEE DESCRIPTION
 JE0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0353_SP_SET: CONCRETE CYLINDER
 JE0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0353
 JE0353  HISTORY     - Date     Condition        Report By
 JE0353  HISTORY     - UNK      MONUMENTED       DOD
 JE0353  HISTORY     - 1963     GOOD             NGS
 JE0353
 JE0353                          STATION DESCRIPTION
 JE0353
 JE0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0353'6 MI NE FROM ADRIAN.
 JE0353'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0353'STATION AT ADRIAN, THENCE 0.6 MILE EAST ALONG STATE ROAD AA,
 JE0353'THENCE 1.05 MILES NORTH ALONG U.S. HIGHWAY 71, THENCE 1.75 MILES
 JE0353'EAST ALONG A GRAVELED ROAD, THENCE 0.3 MILE SOUTH ALONG A FENCE,
 JE0353'180 FEET WEST OF THE FENCE, 138 FEET NORTH OF AN EAST-WEST FENCE,
 JE0353'AND ON THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 JE0353'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 JE0353'PROJECTING 4 FEET.  USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0355 ***********************************************************************
 JE0355  DESIGNATION -  L 9 Z
 JE0355  PID         -  JE0355
 JE0355  STATE/COUNTY-  MO/BATES
 JE0355  USGS QUAD   -  ADRIAN (1981)
 JE0355
 JE0355                         *CURRENT SURVEY CONTROL
 JE0355  ___________________________________________________________________
 JE0355* NAD 83(1986)-  38 26 38.     (N)    094 18 31.     (W)     SCALED    
 JE0355* NAVD 88     -       253.446  (meters)     831.51   (feet)  ADJUSTED  
 JE0355  ___________________________________________________________________
 JE0355  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0355  DYNAMIC HT  -         253.268 (meters)     830.93  (feet)  COMP
 JE0355  MODELED GRAV-     979,920.9   (mgal)                       NAVD 88
 JE0355
 JE0355  VERT ORDER  -  FIRST     CLASS II
 JE0355
 JE0355.The horizontal coordinates were scaled from a topographic map and have
 JE0355.an estimated accuracy of +/- 6 seconds.
 JE0355
 JE0355.The orthometric height was determined by differential leveling
 JE0355.and adjusted by the National Geodetic Survey in June 1991..
 JE0355
 JE0355.The geoid height was determined by GEOID03.
 JE0355
 JE0355.The dynamic height is computed by dividing the NAVD 88
 JE0355.geopotential number by the normal gravity value computed on the
 JE0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0355.degrees latitude (g = 980.6199 gals.).
 JE0355
 JE0355.The modeled gravity was interpolated from observed gravity values.
 JE0355
 JE0355;                    North         East    Units  Estimated Accuracy
 JE0355;SPC MO W     -   252,740.      866,710.      MT  (+/- 180 meters Scaled)
 JE0355
 JE0355                          SUPERSEDED SURVEY CONTROL
 JE0355
 JE0355  NGVD 29 (??/??/92)  253.33   (m)          831.1    (f) COMPUTED    1 2
 JE0355
 JE0355.Superseded values are not recommended for survey control.
 JE0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0355.See file dsdata.txt to determine how the superseded data were derived.
 JE0355
 JE0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC858558(NAD 83)
 JE0355_MARKER: DS = TRIANGULATION STATION DISK
 JE0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0355_STAMPING: L 9 Z 1963
 JE0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0355+STABILITY: SURFACE MOTION
 JE0355
 JE0355  HISTORY     - Date     Condition        Report By
 JE0355  HISTORY     - 1963     MONUMENTED       CGS
 JE0355
 JE0355                          STATION DESCRIPTION
 JE0355
 JE0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0355'5.8 MI NE FROM ADRIAN.
 JE0355'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0355'STATION AT ADRIAN, THENCE 0.6 MILE EAST ALONG STATE ROAD AA,
 JE0355'THENCE 1.05 MILES NORTH ALONG U.S. HIGHWAY 71, THENCE 1.85
 JE0355'MILES EAST ALONG A GRAVELED ROAD, 22 FEET NORTH OF THE CENTER
 JE0355'LINE OF THE ROAD, 3 FEET SOUTH OF A FENCE, 6.2 FEET SOUTHEAST
 JE0355'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 JE0355'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0357 ***********************************************************************
 JE0357  DESIGNATION -  L 9 Z AZ MK
 JE0357  PID         -  JE0357
 JE0357  STATE/COUNTY-  MO/BATES
 JE0357  USGS QUAD   -  ADRIAN (1981)
 JE0357
 JE0357                         *CURRENT SURVEY CONTROL
 JE0357  ___________________________________________________________________
 JE0357* NAD 83(1986)-  38 26 26.     (N)    094 18 20.     (W)     SCALED    
 JE0357* NAVD 88     -       256.162  (meters)     840.42   (feet)  ADJUSTED  
 JE0357  ___________________________________________________________________
 JE0357  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0357  DYNAMIC HT  -         255.983 (meters)     839.84  (feet)  COMP
 JE0357  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 JE0357
 JE0357  VERT ORDER  -  FIRST     CLASS II
 JE0357
 JE0357.The horizontal coordinates were scaled from a topographic map and have
 JE0357.an estimated accuracy of +/- 6 seconds.
 JE0357
 JE0357.The orthometric height was determined by differential leveling
 JE0357.and adjusted by the National Geodetic Survey in June 1991..
 JE0357
 JE0357.The geoid height was determined by GEOID03.
 JE0357
 JE0357.The dynamic height is computed by dividing the NAVD 88
 JE0357.geopotential number by the normal gravity value computed on the
 JE0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0357.degrees latitude (g = 980.6199 gals.).
 JE0357
 JE0357.The modeled gravity was interpolated from observed gravity values.
 JE0357
 JE0357;                    North         East    Units  Estimated Accuracy
 JE0357;SPC MO W     -   252,370.      866,980.      MT  (+/- 180 meters Scaled)
 JE0357
 JE0357                          SUPERSEDED SURVEY CONTROL
 JE0357
 JE0357  NGVD 29 (??/??/92)  256.04   (m)          840.0    (f) COMPUTED    1 2
 JE0357
 JE0357.Superseded values are not recommended for survey control.
 JE0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0357.See file dsdata.txt to determine how the superseded data were derived.
 JE0357
 JE0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC860555(NAD 83)
 JE0357_MARKER: DZ = AZIMUTH MARK DISK
 JE0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0357_STAMPING: L 9 Z 1963
 JE0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0357+STABILITY: SURFACE MOTION
 JE0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0357+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 JE0357
 JE0357  HISTORY     - Date     Condition        Report By
 JE0357  HISTORY     - 1963     MONUMENTED       CGS
 JE0357  HISTORY     - 20051126 GOOD             INDIV
 JE0357
 JE0357                          STATION DESCRIPTION
 JE0357
 JE0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0357'6.2 MI NE FROM ADRIAN.
 JE0357'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0357'THE STATION AT ADRIAN, THENCE 0.6 MILE EAST ALONG STATE ROAD
 JE0357'AA, THENCE 1.05 MILES NORTH ALONG U.S. HIGHWAY 71, THENCE 2.05
 JE0357'MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG
 JE0357'A GRAVELED ROAD, 19 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JE0357'107 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 5
 JE0357'FEET NORTH OF A POWER POLE BEARING A TRANSFORMER, 1 FOOT WEST
 JE0357'OF A FENCE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 2
 JE0357'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JE0357'POST PROJECTING 2 INCHES.
 JE0357
 JE0357                          STATION RECOVERY (2005)
 JE0357
 JE0357'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0356 ***********************************************************************
 JE0356  DESIGNATION -  L 9 Z RM 1
 JE0356  PID         -  JE0356
 JE0356  STATE/COUNTY-  MO/BATES
 JE0356  USGS QUAD   -  ADRIAN (1981)
 JE0356
 JE0356                         *CURRENT SURVEY CONTROL
 JE0356  ___________________________________________________________________
 JE0356* NAD 83(1986)-  38 26 38.     (N)    094 18 31.     (W)     SCALED    
 JE0356* NAVD 88     -       253.685  (meters)     832.30   (feet)  ADJUSTED  
 JE0356  ___________________________________________________________________
 JE0356  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0356  DYNAMIC HT  -         253.507 (meters)     831.71  (feet)  COMP
 JE0356  MODELED GRAV-     979,920.9   (mgal)                       NAVD 88
 JE0356
 JE0356  VERT ORDER  -  FIRST     CLASS II
 JE0356
 JE0356.The horizontal coordinates were scaled from a topographic map and have
 JE0356.an estimated accuracy of +/- 6 seconds.
 JE0356
 JE0356.The orthometric height was determined by differential leveling
 JE0356.and adjusted by the National Geodetic Survey in June 1991..
 JE0356
 JE0356.The geoid height was determined by GEOID03.
 JE0356
 JE0356.The dynamic height is computed by dividing the NAVD 88
 JE0356.geopotential number by the normal gravity value computed on the
 JE0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0356.degrees latitude (g = 980.6199 gals.).
 JE0356
 JE0356.The modeled gravity was interpolated from observed gravity values.
 JE0356
 JE0356;                    North         East    Units  Estimated Accuracy
 JE0356;SPC MO W     -   252,740.      866,710.      MT  (+/- 180 meters Scaled)
 JE0356
 JE0356                          SUPERSEDED SURVEY CONTROL
 JE0356
 JE0356  NGVD 29 (??/??/92)  253.57   (m)          831.9    (f) COMPUTED    1 2
 JE0356
 JE0356.Superseded values are not recommended for survey control.
 JE0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0356.See file dsdata.txt to determine how the superseded data were derived.
 JE0356
 JE0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC858558(NAD 83)
 JE0356_MARKER: DR = REFERENCE MARK DISK
 JE0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0356_STAMPING: L 9 Z NO 1 1963
 JE0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0356+STABILITY: SURFACE MOTION
 JE0356
 JE0356  HISTORY     - Date     Condition        Report By
 JE0356  HISTORY     - 1963     MONUMENTED       CGS
 JE0356
 JE0356                          STATION DESCRIPTION
 JE0356
 JE0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0356'5.8 MI NE FROM ADRIAN.
 JE0356'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0356'THE STATION AT ADRIAN, THENCE 0.6 MILE EAST ALONG STATE ROAD
 JE0356'AA, THENCE 1.05 MILES NORTH ALONG U.S. HIGHWAY 71, THENCE 1.85
 JE0356'MILES EAST ALONG A GRAVELED ROAD, 19 FEET SOUTH OF THE CENTER
 JE0356'LINE OF THE ROAD, 38.0 FEET SOUTH OF AND ACROSS THE ROAD FROM
 JE0356'L 9 Z 1963, 1 FOOT NORTH OF A FENCE, ABOUT 1 FOOT ABOVE THE
 JE0356'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JE0356'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0354 ***********************************************************************
 JE0354  DESIGNATION -  L 9 Z RM 2
 JE0354  PID         -  JE0354
 JE0354  STATE/COUNTY-  MO/BATES
 JE0354  USGS QUAD   -  ADRIAN (1981)
 JE0354
 JE0354                         *CURRENT SURVEY CONTROL
 JE0354  ___________________________________________________________________
 JE0354* NAD 83(1986)-  38 26 38.     (N)    094 18 31.     (W)     SCALED    
 JE0354* NAVD 88     -       253.236  (meters)     830.83   (feet)  ADJUSTED  
 JE0354  ___________________________________________________________________
 JE0354  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0354  DYNAMIC HT  -         253.058 (meters)     830.24  (feet)  COMP
 JE0354  MODELED GRAV-     979,920.9   (mgal)                       NAVD 88
 JE0354
 JE0354  VERT ORDER  -  FIRST     CLASS II
 JE0354
 JE0354.The horizontal coordinates were scaled from a topographic map and have
 JE0354.an estimated accuracy of +/- 6 seconds.
 JE0354
 JE0354.The orthometric height was determined by differential leveling
 JE0354.and adjusted by the National Geodetic Survey in June 1991..
 JE0354
 JE0354.The geoid height was determined by GEOID03.
 JE0354
 JE0354.The dynamic height is computed by dividing the NAVD 88
 JE0354.geopotential number by the normal gravity value computed on the
 JE0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0354.degrees latitude (g = 980.6199 gals.).
 JE0354
 JE0354.The modeled gravity was interpolated from observed gravity values.
 JE0354
 JE0354;                    North         East    Units  Estimated Accuracy
 JE0354;SPC MO W     -   252,740.      866,710.      MT  (+/- 180 meters Scaled)
 JE0354
 JE0354                          SUPERSEDED SURVEY CONTROL
 JE0354
 JE0354  NGVD 29 (??/??/92)  253.12   (m)          830.4    (f) COMPUTED    1 2
 JE0354
 JE0354.Superseded values are not recommended for survey control.
 JE0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0354.See file dsdata.txt to determine how the superseded data were derived.
 JE0354
 JE0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC858558(NAD 83)
 JE0354_MARKER: DR = REFERENCE MARK DISK
 JE0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0354_STAMPING: L 9 Z NO 2 1963
 JE0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0354+STABILITY: SURFACE MOTION
 JE0354
 JE0354  HISTORY     - Date     Condition        Report By
 JE0354  HISTORY     - 1963     MONUMENTED       CGS
 JE0354
 JE0354                          STATION DESCRIPTION
 JE0354
 JE0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0354'5.8 MI NE FROM ADRIAN.
 JE0354'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0354'THE STATION AT ADRIAN, THENCE 0.6 MILE EAST ALONG STATE ROAD
 JE0354'AA, THENCE 1.05 MILES NORTH ALONG U.S. HIGHWAY 71, THENCE 1.85
 JE0354'MILES EAST ALONG A GRAVELED ROAD, 23 FEET NORTH OF THE CENTER LINE
 JE0354'OF THE ROAD, 56.4 FEET WEST OF L 9 Z 1963, 1 FOOT SOUTH OF A
 JE0354'FENCE, 51.0 FEET WEST OF A METAL WITNESS POST, AND SET IN THE
 JE0354'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0117 ***********************************************************************
 JE0117  DESIGNATION -  L 95
 JE0117  PID         -  JE0117
 JE0117  STATE/COUNTY-  MO/CASS
 JE0117  USGS QUAD   -  AUSTIN (1981)
 JE0117
 JE0117                         *CURRENT SURVEY CONTROL
 JE0117  ___________________________________________________________________
 JE0117* NAD 83(1986)-  38 37 14.     (N)    094 20 21.     (W)     SCALED    
 JE0117* NAVD 88     -       282.502  (meters)     926.84   (feet)  ADJUSTED  
 JE0117  ___________________________________________________________________
 JE0117  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JE0117  DYNAMIC HT  -         282.308 (meters)     926.21  (feet)  COMP
 JE0117  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 JE0117
 JE0117  VERT ORDER  -  SECOND    CLASS 0
 JE0117
 JE0117.The horizontal coordinates were scaled from a topographic map and have
 JE0117.an estimated accuracy of +/- 6 seconds.
 JE0117
 JE0117.The orthometric height was determined by differential leveling
 JE0117.and adjusted by the National Geodetic Survey in June 1991..
 JE0117
 JE0117.The geoid height was determined by GEOID03.
 JE0117
 JE0117.The dynamic height is computed by dividing the NAVD 88
 JE0117.geopotential number by the normal gravity value computed on the
 JE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0117.degrees latitude (g = 980.6199 gals.).
 JE0117
 JE0117.The modeled gravity was interpolated from observed gravity values.
 JE0117
 JE0117;                    North         East    Units  Estimated Accuracy
 JE0117;SPC MO W     -   272,340.      864,010.      MT  (+/- 180 meters Scaled)
 JE0117
 JE0117                          SUPERSEDED SURVEY CONTROL
 JE0117
 JE0117  NGVD 29 (??/??/92)  282.386  (m)          926.46   (f) ADJ UNCH    2 0
 JE0117
 JE0117.Superseded values are not recommended for survey control.
 JE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0117.See file dsdata.txt to determine how the superseded data were derived.
 JE0117
 JE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC834755(NAD 83)
 JE0117_MARKER: DB = BENCH MARK DISK
 JE0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0117_STAMPING: L 95 1934
 JE0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0117+STABILITY: SURFACE MOTION
 JE0117
 JE0117  HISTORY     - Date     Condition        Report By
 JE0117  HISTORY     - 1934     MONUMENTED       CGS
 JE0117  HISTORY     - 1963     GOOD             NGS
 JE0117
 JE0117                          STATION DESCRIPTION
 JE0117
 JE0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0117'4.3 MI S FROM HARRISONVILLE.
 JE0117'ABOUT 0.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0117'FROM THE STATION AT HARRISONVILLE, THENCE 2.95 MILES SOUTH
 JE0117'ALONG U.S. HIGHWAY 71, THENCE 0.5 MILES EAST ALONG STATE HIGHWAY
 JE0117'7, THENCE 0.25 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 JE0117'9, T 44 N, R 31 W, AT THE CROSSING OF AN ABANDONED ST. LOUIS-SAN
 JE0117'FRANCISCO RAILWAY GRADE, 35 FEET WEST OF THE CENTER LINE OF
 JE0117'THE ROAD, 10 1/2 FEET WEST OF A FENCE, 17 FEET NORTHWEST OF
 JE0117'A TELEPHONE POLE, 11.0 FEET WEST OF A METAL WITNESS POST, ABOUT
 JE0117'2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JE0117'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0760 ***********************************************************************
 JD0760  DESIGNATION -  L 97
 JD0760  PID         -  JD0760
 JD0760  STATE/COUNTY-  MO/SALINE
 JD0760  USGS QUAD   -  NELSON (1979)
 JD0760
 JD0760                         *CURRENT SURVEY CONTROL
 JD0760  ___________________________________________________________________
 JD0760* NAD 83(1986)-  38 57 15.     (N)    093 02 58.     (W)     SCALED    
 JD0760* NAVD 88     -       237.703  (meters)     779.86   (feet)  ADJUSTED  
 JD0760  ___________________________________________________________________
 JD0760  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD0760  DYNAMIC HT  -         237.552 (meters)     779.37  (feet)  COMP
 JD0760  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 JD0760
 JD0760  VERT ORDER  -  SECOND    CLASS 0
 JD0760
 JD0760.The horizontal coordinates were scaled from a topographic map and have
 JD0760.an estimated accuracy of +/- 6 seconds.
 JD0760
 JD0760.The orthometric height was determined by differential leveling
 JD0760.and adjusted by the National Geodetic Survey in June 1991..
 JD0760.WARNING-Repeat measurements at this control monument indicate possible
 JD0760.vertical movement.
 JD0760
 JD0760.The geoid height was determined by GEOID03.
 JD0760
 JD0760.The dynamic height is computed by dividing the NAVD 88
 JD0760.geopotential number by the normal gravity value computed on the
 JD0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0760.degrees latitude (g = 980.6199 gals.).
 JD0760
 JD0760.The modeled gravity was interpolated from observed gravity values.
 JD0760
 JD0760;                    North         East    Units  Estimated Accuracy
 JD0760;SPC MO C     -   346,490.      452,380.      MT  (+/- 180 meters Scaled)
 JD0760
 JD0760                          SUPERSEDED SURVEY CONTROL
 JD0760
 JD0760  NGVD 29 (??/??/92)  237.623  (m)          779.60   (f) ADJ UNCH    2 0
 JD0760
 JD0760.Superseded values are not recommended for survey control.
 JD0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0760.See file dsdata.txt to determine how the superseded data were derived.
 JD0760
 JD0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD957116(NAD 83)
 JD0760_MARKER: DB = BENCH MARK DISK
 JD0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0760_STAMPING: L 97 1935
 JD0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0760+STABILITY: SURFACE MOTION
 JD0760
 JD0760  HISTORY     - Date     Condition        Report By
 JD0760  HISTORY     - 1935     MONUMENTED       CGS
 JD0760  HISTORY     - 1962     GOOD             NGS
 JD0760
 JD0760                          STATION DESCRIPTION
 JD0760
 JD0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD0760'19.4 MI W FROM BOONVILLE.
 JD0760'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0760'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST
 JD0760'ALONG STATE HIGHWAY 41, THENCE 3.2 MILES WEST ALONG U.S. HIGHWAY
 JD0760'40 AND INTERSTATE HIGHWAY 70, THENCE 7.9 MILES WEST ALONG OLD
 JD0760'U.S. HIGHWAY 40, 95 FEET SOUTHWEST OF THE CENTER OF THE
 JD0760'INTERSECTION OF SALINE AND COOPER COUNTY LINE ROAD, 40 FEET SOUTH
 JD0760'OF THE CENTERLINE OF THE HIGHWAY, ABOUT LEVEL WITH THE ROAD, AND
 JD0760'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0164 ***********************************************************************
 JD0164  DESIGNATION -  L 98
 JD0164  PID         -  JD0164
 JD0164  STATE/COUNTY-  MO/MILLER
 JD0164  USGS QUAD   -  EUGENE (1987)
 JD0164
 JD0164                         *CURRENT SURVEY CONTROL
 JD0164  ___________________________________________________________________
 JD0164* NAD 83(1986)-  38 22 09.     (N)    092 26 41.     (W)     SCALED    
 JD0164* NAVD 88     -       258.909  (meters)     849.44   (feet)  ADJUSTED  
 JD0164  ___________________________________________________________________
 JD0164  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JD0164  DYNAMIC HT  -         258.729 (meters)     848.85  (feet)  COMP
 JD0164  MODELED GRAV-     979,929.8   (mgal)                       NAVD 88
 JD0164
 JD0164  VERT ORDER  -  SECOND    CLASS 0
 JD0164
 JD0164.The horizontal coordinates were scaled from a topographic map and have
 JD0164.an estimated accuracy of +/- 6 seconds.
 JD0164
 JD0164.The orthometric height was determined by differential leveling
 JD0164.and adjusted by the National Geodetic Survey in June 1991..
 JD0164
 JD0164.The geoid height was determined by GEOID03.
 JD0164
 JD0164.The dynamic height is computed by dividing the NAVD 88
 JD0164.geopotential number by the normal gravity value computed on the
 JD0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0164.degrees latitude (g = 980.6199 gals.).
 JD0164
 JD0164.The modeled gravity was interpolated from observed gravity values.
 JD0164
 JD0164;                    North         East    Units  Estimated Accuracy
 JD0164;SPC MO C     -   281,410.      504,830.      MT  (+/- 180 meters Scaled)
 JD0164
 JD0164                          SUPERSEDED SURVEY CONTROL
 JD0164
 JD0164  NGVD 29 (??/??/92)  258.865  (m)          849.29   (f) ADJ UNCH    2 0
 JD0164
 JD0164.Superseded values are not recommended for survey control.
 JD0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0164.See file dsdata.txt to determine how the superseded data were derived.
 JD0164
 JD0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC485469(NAD 83)
 JD0164_MARKER: DB = BENCH MARK DISK
 JD0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0164_STAMPING: L 98 1935
 JD0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0164+STABILITY: SURFACE MOTION
 JD0164
 JD0164  HISTORY     - Date     Condition        Report By
 JD0164  HISTORY     - 1935     MONUMENTED       CGS
 JD0164
 JD0164                          STATION DESCRIPTION
 JD0164
 JD0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0164'1.5 MI E FROM ETTERVILLE.
 JD0164'1.5 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JD0164'FROM THE STATION AT ETTERVILLE, 3-1/2 POLES WEST OF MILEPOST
 JD0164'152, AT THE REAR OF A ONE-STORY WHITE FRAME FARMHOUSE, AND 40
 JD0164'FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED L 98 1935
 JD0164'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0855 ***********************************************************************
 JC0855  DESIGNATION -  L 99
 JC0855  PID         -  JC0855
 JC0855  STATE/COUNTY-  MO/MARIES
 JC0855  USGS QUAD   -  SUMMERFIELD (1981)
 JC0855
 JC0855                         *CURRENT SURVEY CONTROL
 JC0855  ___________________________________________________________________
 JC0855* NAD 83(1986)-  38 16 38.     (N)    091 46 32.     (W)     SCALED    
 JC0855* NAVD 88     -       279.068  (meters)     915.58   (feet)  ADJUSTED  
 JC0855  ___________________________________________________________________
 JC0855  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JC0855  DYNAMIC HT  -         278.872 (meters)     914.93  (feet)  COMP
 JC0855  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 JC0855
 JC0855  VERT ORDER  -  SECOND    CLASS 0
 JC0855
 JC0855.The horizontal coordinates were scaled from a topographic map and have
 JC0855.an estimated accuracy of +/- 6 seconds.
 JC0855
 JC0855.The orthometric height was determined by differential leveling
 JC0855.and adjusted by the National Geodetic Survey in June 1991..
 JC0855
 JC0855.The geoid height was determined by GEOID03.
 JC0855
 JC0855.The dynamic height is computed by dividing the NAVD 88
 JC0855.geopotential number by the normal gravity value computed on the
 JC0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0855.degrees latitude (g = 980.6199 gals.).
 JC0855
 JC0855.The modeled gravity was interpolated from observed gravity values.
 JC0855
 JC0855;                    North         East    Units  Estimated Accuracy
 JC0855;SPC MO C     -   271,450.      563,390.      MT  (+/- 180 meters Scaled)
 JC0855
 JC0855                          SUPERSEDED SURVEY CONTROL
 JC0855
 JC0855  NGVD 29 (??/??/92)  279.043  (m)          915.49   (f) ADJ UNCH    2 0
 JC0855
 JC0855.Superseded values are not recommended for survey control.
 JC0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0855.See file dsdata.txt to determine how the superseded data were derived.
 JC0855
 JC0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC070372(NAD 83)
 JC0855_MARKER: DB = BENCH MARK DISK
 JC0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0855_STAMPING: L 99 1935
 JC0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0855+STABILITY: SURFACE MOTION
 JC0855
 JC0855  HISTORY     - Date     Condition        Report By
 JC0855  HISTORY     - 1935     MONUMENTED       CGS
 JC0855
 JC0855                          STATION DESCRIPTION
 JC0855
 JC0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0855'1.8 MI E FROM SUMMERFIELD.
 JC0855'1.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0855'RAILROAD FROM SUMMERFIELD, MARIES COUNTY, AT MILEPOST 109, AT
 JC0855'A ROAD CROSSING, 9 YARDS WEST OF THE CENTERLINE OF THE ROAD,
 JC0855'9 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, 10 YARDS NORTH
 JC0855'OF AN EAST AND WEST FENCE, AND 2 YARDS WEST OF A NORTH AND SOUTH
 JC0855'FENCE.  A STANDARD DISK, STAMPED L 99 1935 AND SET IN THE
 JC0855'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0764 ***********************************************************************
 JC0764  DESIGNATION -  L=910
 JC0764  PID         -  JC0764
 JC0764  STATE/COUNTY-  MO/FRANKLIN
 JC0764  USGS QUAD   -  SPRING BLUFF (1980)
 JC0764
 JC0764                         *CURRENT SURVEY CONTROL
 JC0764  ___________________________________________________________________
 JC0764* NAD 83(1986)-  38 15 10.     (N)    091 07 33.     (W)     SCALED    
 JC0764* NAVD 88     -       273.790  (meters)     898.26   (feet)  ADJUSTED  
 JC0764  ___________________________________________________________________
 JC0764  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 JC0764  DYNAMIC HT  -         273.603 (meters)     897.65  (feet)  COMP
 JC0764  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 JC0764
 JC0764  VERT ORDER  -  FIRST     CLASS II
 JC0764
 JC0764.The horizontal coordinates were scaled from a topographic map and have
 JC0764.an estimated accuracy of +/- 6 seconds.
 JC0764
 JC0764.The orthometric height was determined by differential leveling
 JC0764.and adjusted by the National Geodetic Survey in June 1991..
 JC0764
 JC0764.The geoid height was determined by GEOID03.
 JC0764
 JC0764.The dynamic height is computed by dividing the NAVD 88
 JC0764.geopotential number by the normal gravity value computed on the
 JC0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0764.degrees latitude (g = 980.6199 gals.).
 JC0764
 JC0764.The modeled gravity was interpolated from observed gravity values.
 JC0764
 JC0764;                    North         East    Units  Estimated Accuracy
 JC0764;SPC MO E     -   268,670.      195,220.      MT  (+/- 180 meters Scaled)
 JC0764
 JC0764                          SUPERSEDED SURVEY CONTROL
 JC0764
 JC0764  NGVD 29 (??/??/92)  273.815  (m)          898.34   (f) ADJ UNCH    1 2
 JC0764
 JC0764.Superseded values are not recommended for survey control.
 JC0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0764.See file dsdata.txt to determine how the superseded data were derived.
 JC0764
 JC0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC639355(NAD 83)
 JC0764_MARKER: P = PIPE CAP
 JC0764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0764_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0764_STAMPING: 898
 JC0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0764
 JC0764  HISTORY     - Date     Condition        Report By
 JC0764  HISTORY     - UNK      MONUMENTED       USGS
 JC0764  HISTORY     - 1949     GOOD             NGS
 JC0764  HISTORY     - 1972     MARK NOT FOUND   NGS
 JC0764
 JC0764                          STATION DESCRIPTION
 JC0764
 JC0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0764'1.6 MI SW FROM STANTON.
 JC0764'ABOUT 1.65 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0764'FROM THE STATION AT STANTON, AT A PUBLIC ROAD CROSSING, 120 FEET
 JC0764'SOUTHWEST OF THE CENTER OF THE CROSSING, 118 FEET SOUTHWEST OF THE
 JC0764'CROSSING SIGN, 73 FEET NORTHEAST OF MILE POLE 64-9, 62 FEET SOUTHWEST
 JC0764'OF MILE POLE 64-8, 38 FEET NORTHWEST OF THE NORTHWEST RAIL, 8.2 FEET
 JC0764'SOUTHEAST OF THE R/W FENCE, 1 FOOT NORTHWEST OF A WHITE WOODEN
 JC0764'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE TRACK AND PROJECTS 5
 JC0764'INCHES.  NOTE-- MARK IS STAMPED 898.
 JC0764
 JC0764                          STATION RECOVERY (1972)
 JC0764
 JC0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JC0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2737 ***********************************************************************
 JD2737  DESIGNATION -  LA DUE KC PWR AND LT CO STACK
 JD2737  PID         -  JD2737
 JD2737  STATE/COUNTY-  MO/HENRY
 JD2737  USGS QUAD   -  MONTROSE (1981)
 JD2737
 JD2737                         *CURRENT SURVEY CONTROL
 JD2737  ___________________________________________________________________
 JD2737* NAD 83(1997)-  38 18 38.88819(N)    093 56 01.92459(W)     ADJUSTED  
 JD2737* NAVD 88     -                                                        
 JD2737  ___________________________________________________________________
 JD2737  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 JD2737  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JD2737
 JD2737  HORZ ORDER  -  THIRD
 JD2737
 JD2737.The horizontal coordinates were established by classical geodetic methods
 JD2737.and adjusted by the National Geodetic Survey in February 2000..
 JD2737
 JD2737
 JD2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2737
 JD2737.The geoid height was determined by GEOID03.
 JD2737
 JD2737;                    North         East     Units Scale Factor Converg.
 JD2737;SPC MO W     -   238,098.441   899,511.454   MT  0.99997136   +0 21 03.5
 JD2737;UTM  15      - 4,240,712.592   418,355.292   MT  0.99968209   -0 34 44.3
 JD2737
 JD2737                          SUPERSEDED SURVEY CONTROL
 JD2737
 JD2737  NAD 83(1997)-  38 18 38.88922(N)    093 56 01.92499(W) AD(       ) 4
 JD2737  NAD 83(1986)-  38 18 38.89744(N)    093 56 01.92247(W) AD(       ) 4
 JD2737  NAD 27      -  38 18 38.81140(N)    093 56 01.13892(W) AD(       ) 3
 JD2737
 JD2737.Superseded values are not recommended for survey control.
 JD2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2737.See file dsdata.txt to determine how the superseded data were derived.
 JD2737
 JD2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC1835540713(NAD 83)
 JD2737_MARKER: 63 = STACK
 JD2737
 JD2737  HISTORY     - Date     Condition        Report By
 JD2737  HISTORY     - 1963     FIRST OBSERVED   CGS
 JD2737
 JD2737                          STATION DESCRIPTION
 JD2737
 JD2737'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (PRB)
 JD2737'THE STATION IS LOCATED 4 MILES NORTH AND 2-1/2 MILES EAST OF
 JD2737'MONTROSE AND 2-1/2 MILES WEST OF LA DUE.
 JD2737'
 JD2737'THE STATION IS A ROUND CONCRETE STACK, GRAY IN COLOR WITH AN
 JD2737'OVERALL HEIGHT OF 450 FEET.
 JD2737'
 JD2737'TO REACH THE STATION FROM THE RAILROAD CROSSING IN LADUE, GO
 JD2737'NORTHEAST ON COUNTY ROUTE T FOR 0.5 MILE TO A SIDE ROAD LEFT,
 JD2737'TURN LEFT AND GO WEST FOR 2.5 MILES TO A T-INTERSECTION.
 JD2737'TURN LEFT AND GO SOUTH FOR 0.5 MILE TO THE POWER STATION.
 JD2737'
 JD2737'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0849 ***********************************************************************
 LD0849  DESIGNATION -  LA GRANGE
 LD0849  PID         -  LD0849
 LD0849  STATE/COUNTY-  MO/LEWIS
 LD0849  USGS QUAD   -  LA GRANGE (1975)
 LD0849
 LD0849                         *CURRENT SURVEY CONTROL
 LD0849  ___________________________________________________________________
 LD0849* NAD 83(1997)-  40 02 53.93279(N)    091 30 42.61828(W)     ADJUSTED  
 LD0849* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 LD0849  ___________________________________________________________________
 LD0849  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 LD0849  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LD0849
 LD0849  HORZ ORDER  -  FIRST
 LD0849
 LD0849.The horizontal coordinates were established by classical geodetic methods
 LD0849.and adjusted by the National Geodetic Survey in February 2000..
 LD0849
 LD0849.The orthometric height was scaled from a topographic map.
 LD0849
 LD0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0849
 LD0849.The geoid height was determined by GEOID03.
 LD0849
 LD0849;                    North         East     Units Scale Factor Converg.
 LD0849;SPC MO E     -   468,303.264   163,661.117   MT  1.00002507   -0 39 03.9
 LD0849;SPC IL W     -   376,219.171   585,216.511   MT  1.00010331   -0 51 56.2
 LD0849;SPC IL W     - 1,234,312.40  1,919,997.84   sFT  1.00010331   -0 51 56.2
 LD0849;UTM  15      - 4,434,180.560   626,941.939   MT  0.99979837   +0 57 27.6
 LD0849
 LD0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0849!SPC MO E     -   0.99997485  x   1.00002507  =   0.99999992
 LD0849!SPC IL W     -   0.99997485  x   1.00010331  =   1.00007816
 LD0849!UTM  15      -   0.99997485  x   0.99979837  =   0.99977323
 LD0849
 LD0849:                Primary Azimuth Mark                     Grid Az
 LD0849:SPC MO E     -  TIOGA CHURCH SPIRE                       038 54 51.2
 LD0849:SPC IL W     -  TIOGA CHURCH SPIRE                       039 07 43.5
 LD0849:UTM  15      -  TIOGA CHURCH SPIRE                       037 18 19.7
 LD0849
 LD0849|---------------------------------------------------------------------|
 LD0849| PID    Reference Object                     Distance      Geod. Az  |
 LD0849|                                                           dddmmss.s |
 LD0849| LD0828 TIOGA CHURCH SPIRE                  APPROX.22.8 KM 0381547.3 |
 LD0849| CL9693 LA GRANGE RM 2                       28.468 METERS 10012     |
 LD0849| LD0848 LA GRANGE MUNICIPAL TANK            APPROX. 0.6 KM 1230501.3 |
 LD0849| KC0685 SCHROEDER                           APPROX.14.6 KM 1913810.7 |
 LD0849| CL9692 LA GRANGE RM 1                       22.342 METERS 30219     |
 LD0849| LD0847 CANTON CULVER STOCKTON COLL TK      APPROX. 9.1 KM 3494926.3 |
 LD0849|---------------------------------------------------------------------|
 LD0849
 LD0849                          SUPERSEDED SURVEY CONTROL
 LD0849
 LD0849  NAD 83(1997)-  40 02 53.93272(N)    091 30 42.61823(W) AD(       ) 1
 LD0849  NAD 83(1997)-  40 02 53.93282(N)    091 30 42.61755(W) AD(       ) 1
 LD0849  NAD 83(1986)-  40 02 53.94134(N)    091 30 42.61952(W) AD(       ) 1
 LD0849  NAD 27      -  40 02 53.77700(N)    091 30 42.06000(W) AD(       ) 1
 LD0849
 LD0849.Superseded values are not recommended for survey control.
 LD0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0849.See file dsdata.txt to determine how the superseded data were derived.
 LD0849
 LD0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE2694234181(NAD 83)
 LD0849_MARKER: DS = TRIANGULATION STATION DISK
 LD0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0849
 LD0849  HISTORY     - Date     Condition        Report By
 LD0849  HISTORY     - 1931     MONUMENTED       CGS
 LD0849  HISTORY     - 1933     GOOD             CGS
 LD0849  HISTORY     - 1934     GOOD             CGS
 LD0849  HISTORY     - 1967     GOOD             CGS
 LD0849
 LD0849                          STATION DESCRIPTION
 LD0849
 LD0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LD0849'ON GRAVEL ROAD WHICH RUNS EAST AND WEST AND WHICH IF CONTINUED
 LD0849'EAST WOULD PASS THE BELL TOWER OF LA GRANGE COLLEGE, 0.3 MILE
 LD0849'NORTHWEST OF LA GRANGE, ON LAND OWNED BY C.C. CROUCH, IN
 LD0849'BARNYARD OF CROUCHS FARM, 15 METERS (49 FEET) NORTH OF
 LD0849'CENTER LINE OF GRAVEL ROAD, 20 METERS (66 FEET) SOUTHWEST OF
 LD0849'SOUTHWEST CORNER OF LARGE RED BARN, 13 METERS (43 FEET) WEST
 LD0849'OF WEST SIDE OF GATE LEADING INTO BARNYARD, AND 12 METERS (39
 LD0849'FEET) EAST OF PUMP IN BARNYARD.  TO REACH FROM LA GRANGE,
 LD0849'GO WEST 0.35 MILE FROM ROUTE 61 AT POST-OFFICE CORNER, TURN
 LD0849'NORTH 0.35 MILE AND WEST 0.5 MILE TO STATION SITE.  SURFACE
 LD0849'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 LD0849'CONCRETE.  REFERENCE MARKS ARE
 LD0849'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 LD0849'IN FENCE LINE BETWEEN BARNYARD AND LAWN ABOUT HOUSE,
 LD0849'16.6 METERS (54 FEET) NORTH OF SOUTH FENCE LINE, 15.8
 LD0849'METERS (52 FEET) EAST OF SOUTHEAST CORNER OF BRICK
 LD0849'FARMHOUSE, AND 22.34 METERS (73.3 FEET) FROM STATION N 57 DEG 41 MIN
 LD0849'W.  NO. 2 IS IN SOUTHEAST CORNER
 LD0849'OF BARNYARD, 13.4 METERS (44 FEET) NORTH OF CENTER LINE OF
 LD0849'ROAD, 12.8 METERS (42 FEET) EAST OF GATE LEADING INTO
 LD0849'FARMYARD, AND 28.46 METERS (93.4 FEET) FROM STATION S 79 DEG 48 MIN
 LD0849'E.  MUNICIPAL STANDPIPE AT LA GRANGE
 LD0849'IS 558.2 METERS (1,831 FEET) FROM STATION S 56 DEG 55 MIN E.
 LD0849
 LD0849                          STATION RECOVERY (1934)
 LD0849
 LD0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0849'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT
 LD0849'IS 0.3 MILE NW OF THE TOWN OF LA GRANGE, ON LAND OWNED BY
 LD0849'MR. C.C. CROUCH.  IT IS ON THE GRAVEL ROAD WHICH RUNS E-W
 LD0849'AND WHICH IF CONTINUED E WOULD RUN BY THE BELL TOWER OF LA GRANGE
 LD0849'COLLEGE.  IT IS 15 METERS N OF THE CENTER LINE OF THE GRAVEL
 LD0849'ROAD, 20 METERS SW OF THE SW CORNER OF A LARGE RED BARN, 13
 LD0849'METERS W OF THE W SIDE OF THE GATE LEADING INTO THE BARNYARD,
 LD0849'AND 12 METERS E OF A PUMP IN THE BARNYARD.
 LD0849'
 LD0849'THE MARK IS 2 INCHES BELOW THE SURFACE.
 LD0849'
 LD0849'REFERENCE MARK NO. 1 IS NW OF THE STATION, ON THE FENCE
 LD0849'LINE BETWEEN THE BARNYARD AND THE LAWN ABOUT THE HOUSE, 16.6
 LD0849'METERS N OF THE S FENCE LINE, AND 15.8 METERS E OF THE SE
 LD0849'CORNER OF A BRICK FARMHOUSE.
 LD0849'
 LD0849'REFERENCE MARK NO. 2 IS E OF THE STATION IN THE SE CORNER
 LD0849'OF THE BARNYARD, 13.4 METERS N OF THE CENTER LINE OF THE
 LD0849'ROAD, AND 12.8 METERS E OF THE GATE INTO THE BARNYARD.
 LD0849'
 LD0849'THIS STATION WAS NOT OCCUPIED BY THIS PARTY.
 LD0849
 LD0849                          STATION RECOVERY (1967)
 LD0849
 LD0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LD0849'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 LD0849'GOOD CONDITION.  NO AZIMUTH MARK HAD BEEN ESTABLISHED FOR THIS
 LD0849'STATION AND NONE COULD BE ESTABLISHED AT THIS TIME AS NO OBJECTS
 LD0849'WERE VISIBLE FROM THE GROUND.  THE BRICK HOUSE, MENTIONED
 LD0849'IN THE 1934 DESCRIPTION, HAS BEEN TORN DOWN.
 LD0849'
 LD0849'TO REACH FROM LA GRANGE, FROM THE JUNCTION OF U.S. HIGHWAY
 LD0849'61 AND COUNTY ROUTE C, GO WEST, NORTH AND WEST ON ROUTE C
 LD0849'FOR 1.2 MILES TO A BOARD GATE ON THE RIGHT AND STATION IN
 LD0849'LOT ON RIGHT.
 LD0849'
 LD0849'THE STATION IS 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LD0849'OF THE BARN, 18.7 FEET NORTH OF A METAL WITNESS POST SET
 LD0849'IN RIGHT OF WAY FENCE AND IS 1 INCH BELOW THE SURFACE OF
 LD0849'THE GROUND.  R.M. NO. 1 IS 64 FEET SOUTH OF THE SOUTHWEST
 LD0849'CORNER OF AN IMPLEMENT SHED, 25 FEET WEST OF THE WEST LOT
 LD0849'FENCE AND 1 FOOT NORTH OF A WHITE WOODEN POST.  R.M. NO. 2 IS
 LD0849'40 FEET SOUTH OF THE SOUTHWEST CORNER OF A MILK BARN, 38
 LD0849'FEET EAST OF THE EAST GATE POST AND 2 FEET NORTH OF THE RIGHT
 LD0849'OF WAY FENCE.  BOTH REFERENCE MARKS PROJECT ABOUT 2 INCHES.
 LD0849'
 LD0849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LA GRANGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0832 ***********************************************************************
 LD0832  DESIGNATION -  LA GRANGE COLLEGE
 LD0832  PID         -  LD0832
 LD0832  STATE/COUNTY-  MO/LEWIS
 LD0832  USGS QUAD   -  LONG ISLAND (1981)
 LD0832
 LD0832                         *CURRENT SURVEY CONTROL
 LD0832  ___________________________________________________________________
 LD0832* NAD 83(1997)-  40 02 54.01141(N)    091 29 55.36712(W)     ADJUSTED  
 LD0832* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 LD0832  ___________________________________________________________________
 LD0832  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 LD0832  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 LD0832
 LD0832  HORZ ORDER  -  SECOND
 LD0832
 LD0832.The horizontal coordinates were established by classical geodetic methods
 LD0832.and adjusted by the National Geodetic Survey in February 2000..
 LD0832
 LD0832.The orthometric height was scaled from a topographic map.
 LD0832
 LD0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0832
 LD0832.The geoid height was determined by GEOID03.
 LD0832
 LD0832;                    North         East     Units Scale Factor Converg.
 LD0832;SPC MO E     -   468,293.044   164,781.131   MT  1.00002270   -0 38 33.5
 LD0832;SPC IL W     -   376,204.756   586,336.566   MT  1.00010017   -0 51 25.8
 LD0832;SPC IL W     - 1,234,265.10  1,923,672.55   sFT  1.00010017   -0 51 25.8
 LD0832;UTM  15      - 4,434,201.782   628,061.548   MT  0.99980189   +0 57 58.0
 LD0832
 LD0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0832!SPC MO E     -   0.99997878  x   1.00002270  =   1.00000148
 LD0832!SPC IL W     -   0.99997878  x   1.00010017  =   1.00007895
 LD0832!UTM  15      -   0.99997878  x   0.99980189  =   0.99978067
 LD0832
 LD0832                          SUPERSEDED SURVEY CONTROL
 LD0832
 LD0832  NAD 83(1997)-  40 02 54.01135(N)    091 29 55.36707(W) AD(       ) 2
 LD0832  NAD 83(1997)-  40 02 54.01147(N)    091 29 55.36626(W) AD(       ) 2
 LD0832  NAD 83(1986)-  40 02 54.02000(N)    091 29 55.36835(W) AD(       ) 2
 LD0832  NAD 27      -  40 02 53.85500(N)    091 29 54.81200(W) AD(       ) 2
 LD0832
 LD0832.Superseded values are not recommended for survey control.
 LD0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0832.See file dsdata.txt to determine how the superseded data were derived.
 LD0832
 LD0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE2806234202(NAD 83)
 LD0832
 LD0832  HISTORY     - Date     Condition        Report By
 LD0832  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0832
 LD0832                          STATION DESCRIPTION
 LD0832
 LD0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0832'SOUTHWEST CORNER OF BELL TOWER AT OLD LA GRANGE COLLEGE (NOW
 LD0832'ABANDONED).  BUILDING IS AT NORTH END OF TOWN ON TOP OF
 LD0832'BLUFF.  BRICKWORK AT SOUTHWEST CORNER OF TOWER IS HIGHER THAN
 LD0832'AT OTHER CORNERS, AND FINIAL IS WEATHER VANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0848 ***********************************************************************
 LD0848  DESIGNATION -  LA GRANGE MUNICIPAL TANK
 LD0848  PID         -  LD0848
 LD0848  STATE/COUNTY-  MO/LEWIS
 LD0848  USGS QUAD   -  LA GRANGE (1975)
 LD0848
 LD0848                         *CURRENT SURVEY CONTROL
 LD0848  ___________________________________________________________________
 LD0848* NAD 83(1997)-  40 02 44.05325(N)    091 30 22.88792(W)     ADJUSTED  
 LD0848* NAVD 88     -                                                        
 LD0848  ___________________________________________________________________
 LD0848  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 LD0848  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LD0848
 LD0848  HORZ ORDER  -  THIRD
 LD0848
 LD0848.The horizontal coordinates were established by classical geodetic methods
 LD0848.and adjusted by the National Geodetic Survey in February 2000..
 LD0848
 LD0848
 LD0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0848
 LD0848.The geoid height was determined by GEOID03.
 LD0848
 LD0848;                    North         East     Units Scale Factor Converg.
 LD0848;SPC MO E     -   467,993.260   164,125.339   MT  1.00002408   -0 38 51.1
 LD0848;SPC IL W     -   375,907.406   585,679.605   MT  1.00010201   -0 51 43.4
 LD0848;SPC IL W     - 1,233,289.55  1,921,517.17   sFT  1.00010201   -0 51 43.4
 LD0848;UTM  15      - 4,433,883.777   627,414.574   MT  0.99979985   +0 57 40.1
 LD0848
 LD0848                          SUPERSEDED SURVEY CONTROL
 LD0848
 LD0848  NAD 83(1997)-  40 02 44.05318(N)    091 30 22.88787(W) AD(       ) 4
 LD0848  NAD 83(1997)-  40 02 44.05334(N)    091 30 22.88727(W) AD(       ) 4
 LD0848  NAD 83(1986)-  40 02 44.06192(N)    091 30 22.88923(W) AD(       ) 4
 LD0848  NAD 27      -  40 02 43.89700(N)    091 30 22.33200(W) AD(       ) 3
 LD0848
 LD0848.Superseded values are not recommended for survey control.
 LD0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0848.See file dsdata.txt to determine how the superseded data were derived.
 LD0848
 LD0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE2741533884(NAD 83)
 LD0848_MARKER: 51 = TANK
 LD0848
 LD0848  HISTORY     - Date     Condition        Report By
 LD0848  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0848
 LD0848                          STATION DESCRIPTION
 LD0848
 LD0848'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0121 ***********************************************************************
 LE0121  DESIGNATION -  LA PLATA
 LE0121  PID         -  LE0121
 LE0121  STATE/COUNTY-  MO/MACON
 LE0121  USGS QUAD   -  LA PLATA (1966)
 LE0121
 LE0121                         *CURRENT SURVEY CONTROL
 LE0121  ___________________________________________________________________
 LE0121* NAD 83(1997)-  40 01 14.99641(N)    092 28 26.48407(W)     ADJUSTED  
 LE0121* NAVD 88     -       286.96   (+/-2cm)     941.5    (feet)  VERTCON   
 LE0121  ___________________________________________________________________
 LE0121  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 LE0121  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LE0121
 LE0121  HORZ ORDER  -  SECOND
 LE0121  VERT ORDER  -  THIRD (See Below)
 LE0121
 LE0121.The horizontal coordinates were established by classical geodetic methods
 LE0121.and adjusted by the National Geodetic Survey in February 2000..
 LE0121
 LE0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0121.The vertical order pertains to the NGVD 29 superseded value.
 LE0121
 LE0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0121
 LE0121.The geoid height was determined by GEOID03.
 LE0121
 LE0121;                    North         East     Units Scale Factor Converg.
 LE0121;SPC MO C     -   464,761.721   502,217.424   MT  0.99993339   +0 01 00.1
 LE0121;UTM  15      - 4,430,201.893   544,883.672   MT  0.99962480   +0 20 17.7
 LE0121
 LE0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0121!SPC MO C     -   0.99996003  x   0.99993339  =   0.99989342
 LE0121!UTM  15      -   0.99996003  x   0.99962480  =   0.99958484
 LE0121
 LE0121:                Primary Azimuth Mark                     Grid Az
 LE0121:SPC MO C     -  KANSAS CITY CHICAGO AWY BN 13            025 00 47.5
 LE0121:UTM  15      -  KANSAS CITY CHICAGO AWY BN 13            024 41 29.9
 LE0121
 LE0121|---------------------------------------------------------------------|
 LE0121| PID    Reference Object                     Distance      Geod. Az  |
 LE0121|                                                           dddmmss.s |
 LE0121| LE0471 KANSAS CITY CHICAGO AWY BN 13       APPROX.18.2 KM 0250147.6 |
 LE0121| CL9694 LA PLATA AZ MK                                     0930822.0 |
 LE0121| CL9695 LA PLATA RM 1                        36.725 METERS 09902     |
 LE0121| CL9697 LA PLATA RM 3                        35.119 METERS 21916     |
 LE0121| LE0467 LA PLATA MUNICIPAL TANK             APPROX. 1.4 KM 2851950.2 |
 LE0121| LE0466 LA PLATA STANOLIND PLINE CO TK      APPROX. 2.2 KM 3115200.5 |
 LE0121| CL9698 LA PLATA RM 4                        22.097 METERS 31925     |
 LE0121| LE0485 KANSAS CITY CHICAGO AWY BN 12       APPROX.10.8 KM 3270437.3 |
 LE0121| CL9696 LA PLATA RM 2                        27.049 METERS 35218     |
 LE0121|---------------------------------------------------------------------|
 LE0121
 LE0121                          SUPERSEDED SURVEY CONTROL
 LE0121
 LE0121  NAD 83(1997)-  40 01 14.99767(N)    092 28 26.49004(W) AD(       ) 2
 LE0121  NAD 83(1986)-  40 01 15.00075(N)    092 28 26.49400(W) AD(       ) 2
 LE0121  NAD 27      -  40 01 14.87120(N)    092 28 25.81700(W) AD(       ) 2
 LE0121  NGVD 29 (??/??/??)  286.97   (m)          941.5    (f) RESET       3  
 LE0121
 LE0121.Superseded values are not recommended for survey control.
 LE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0121.See file dsdata.txt to determine how the superseded data were derived.
 LE0121
 LE0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE4488430202(NAD 83)
 LE0121_MARKER: DB = BENCH MARK DISK
 LE0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0121_SP_SET: BUILDING
 LE0121_STAMPING: LA PLATA 1934
 LE0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0121
 LE0121  HISTORY     - Date     Condition        Report By
 LE0121  HISTORY     - 1934     MONUMENTED       CGS
 LE0121  HISTORY     - 1949     GOOD             CGS
 LE0121  HISTORY     - 1967     GOOD             CGS
 LE0121  HISTORY     - 1973     GOOD             NGS
 LE0121  HISTORY     - 1973     GOOD             MSHD
 LE0121
 LE0121                          STATION DESCRIPTION
 LE0121
 LE0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LE0121'AT LA PLATA.
 LE0121'AT LA PLATA, MACON COUNTY, AT THE PUBLIC SCHOOL, AT THE SOUTHEAST
 LE0121'CORNER OF THE BUILDING, AND IN THE FACE OF THE THIRD COURSE OF
 LE0121'BRICK ABOVE THE CORNERSTONE.  A STANDARD DISK, STAMPED LA PLATA
 LE0121'1934 AND SET VERTICALLY.
 LE0121
 LE0121                          STATION RECOVERY (1949)
 LE0121
 LE0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 LE0121'THE STATION IS LOCATED ABOUT 0.8 MILE EAST OF LA PLATA, ON LAND
 LE0121'OWNED AND OCCUPIED BY MR. A.L. RAMSEY.  IT IS ABOUT 50 YARDS
 LE0121'EAST OF MR. RAMSEYS HOUSE, 51 FEET NORTH OF THE CENTERLINE OF A
 LE0121'GRAVELLED ROAD, 22 FEET NORTHEAST OF A FENCE CORNER, AND 22 FEET
 LE0121'NORTHWEST OF A WITNESS POST.  THE DISK IS STAMPED LA PLATA 1948
 LE0121'AND IS SET 10 INCHES BELOW THE SURFACE OF THE GROUND.  (NOTE- THIS
 LE0121'STATION WAS BUILT IN 1948 BUT WAS NOT OCCUPIED UNTIL 1949.)
 LE0121'
 LE0121'REFERENCE MARK NO.1 IS SET IN AN EAST WEST FENCELINE, 34 FEET NORTH
 LE0121'OF THE CENTERLINE OF THE ROAD.  THE DISK IS STAMPED LA PLATA NO 1
 LE0121'1948 AND PROJECTS 3 INCHES.
 LE0121'
 LE0121'REFERENCE MARK NO.2 IS 40 FEET SOUTH OF A FENCE CORNER AND GATE
 LE0121'POST, AND 1 FOOT EAST OF A NORTH-SOUTH FENCELINE.  THE DISK IS
 LE0121'STAMPED LA PLATA NO 2 1948 AND PROJECTS 3 INCHES.
 LE0121'
 LE0121'THE AZIMUTH MARK IS 99 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 LE0121'ROAD, 40 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 37 FEET
 LE0121'NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 15 FEET EAST OF THE
 LE0121'NORTHEAST CORNER OF A SMALL SHED, AND 1 FOOT WEST OF A FENCELINE.
 LE0121'THE DISK IS STAMPED LA PLATA 1948 AND IS SET FLUSH WITH THE
 LE0121'GROUND.
 LE0121'
 LE0121'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 63 AND MACON
 LE0121'COUNTY ROUTE D IN THE SOUTHEAST EDGE OF LA PLATA, GO EAST ON
 LE0121'ROUTE D FOR 0.8 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LE0121'
 LE0121'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST FOR 0.85
 LE0121'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LE0121'
 LE0121'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LE0121
 LE0121                          STATION RECOVERY (1967)
 LE0121
 LE0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LE0121'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LE0121'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LE0121'
 LE0121'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND STATE
 LE0121'HIGHWAY 156 AT THE SOUTHEAST EDGE OF LAPLATA, GO EASTERLY ON STATE
 LE0121'HIGHWAY 156 FOR 0.35 MILE TO A BOARD GATE AND THE STATION ON THE
 LE0121'LEFT.
 LE0121'
 LE0121'STATION MARK IS 51 FEET NORTH OF THE CENTER OF STATE HIGHWAY 156,
 LE0121'18.5 FEET NORTHEAST OF THE WEST GATE POST, 11.5 FEET NORTH OF A
 LE0121'METAL WITNESS POST SET ON THE SOUTH SIDE OF A FENCE, AND THE MARK IS
 LE0121'ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.
 LE0121'
 LE0121'REFERENCE MARK NO. 1 IS 4.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 LE0121'
 LE0121'REFERENCE MARK NO. 2 WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LE0121'
 LE0121'AZIMUTH MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LE0121'
 LE0121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.8 MILE EAST
 LE0121'OF LAPLATA.
 LE0121
 LE0121                          STATION RECOVERY (1973)
 LE0121
 LE0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LE0121'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LE0121'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND TO
 LE0121'BE TILTED AND THE PROPERTY OWNER REQUESTED THE MARK BE REMOVED FROM
 LE0121'HIS FIELD THIS DATE.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 LE0121'1 CHECKED THE 1949 DATA.  REFERENCE MARKS 3 AND 4 WERE
 LE0121'ESTABLISHED THIS DATE.
 LE0121'
 LE0121'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 LE0121'
 LE0121'THE STATION IS LOCATED ABOUT 0.8 MILE EAST OF LA PLATA, ON LAND
 LE0121'OWNED BY MR. SCOTT GAULT AND OCCUPIED BY MR. STEVE ZEIGLER AND THE
 LE0121'AZIMUTH MARK IS ON PROPERTY OWNED BY MR. S.R. BOWEN.
 LE0121'
 LE0121'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND STATE
 LE0121'HIGHWAY 156 AT THE EAST SIDE OF LA PLATA, GO EASTERLY ON HIGHWAY 156
 LE0121'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 LE0121'
 LE0121'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED LA PLATA 1948,
 LE0121'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 10
 LE0121'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 129 FEET
 LE0121'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A MR. CAMPBELLS HOUSE, 52.5
 LE0121'FEET NORTH OF THE CENTER OF HIGHWAY 156, 13 FEET NORTH OF A
 LE0121'METAL WITNESS POST IN A FENCE LINE AND 12 FEET NORTH-NORTHEAST
 LE0121'OF A FENCE CORNER POST.  UNDERGROUND STATION MARK NOT
 LE0121'INSPECTED.
 LE0121'
 LE0121'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LA PLATA NO 1 1948, SET
 LE0121'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 LE0121'INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET NORTH OF THE CENTER
 LE0121'OF HIGHWAY 156 AND 4 FEET SOUTH OF A METAL WITNESS POST IN THE
 LE0121'FENCE LINE.
 LE0121'
 LE0121'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LA PLATA 1949 NO 3 1973,
 LE0121'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LE0121'WITH THE SURFACE OF THE GROUND.  IT IS 57.5 FEET NORTHEAST OF THE
 LE0121'NORTHEAST CORNER OF THE MR. ZEIGLER HOUSE, 39 FEET SOUTH OF THE
 LE0121'CENTER OF HIGHWAY 156, 18 FEET WEST OF THE CENTER OF A DRIVEWAY AND 3
 LE0121'FEET EAST OF A POWER POLE.
 LE0121'
 LE0121'REFERENCE MARK 4 IS A STANDARD DISK STAMPED LA PLATA 1949 NO 4
 LE0121'1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A
 LE0121'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS
 LE0121'FLUSH WITH THE GROUND SURFACE.  IT IS 106 FEET NORTH OF THE
 LE0121'CENTER OF HIGHWAY 156, 81.5 FEET EAST OF THE NORTHEAST CORNER
 LE0121'OF THE CAMPBELL HOUSE, 80 FEET NORTHWEST OF THE CORNER FENCE POST
 LE0121'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LE0121'
 LE0121'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LA PLATA 1948, SET IN THE
 LE0121'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LE0121'SURFACE OF THE GROUND.  IT IS 70 FEET WEST OF THE NORTHWEST CORNER
 LE0121'OF MR. BOWENS HOUSE, 57.5 FEET SOUTH OF A CORNER FENCE POST, 96
 LE0121'FEET SOUTH OF THE CENTER OF HIGHWAY 156, 37 FEET NORTHWEST OF THE
 LE0121'NORTHWEST CORNER OF A GARAGE, 17 FEET NORTH-NORTHWEST OF A 30-INCH
 LE0121'TREE AND 5 FEET EAST OF A NORTH-SOUTH FENCE.
 LE0121'
 LE0121'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 156
 LE0121'FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LE0121'
 LE0121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE EAST OF
 LE0121'LAPLATA.
 LE0121
 LE0121                          STATION RECOVERY (1973)
 LE0121
 LE0121'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 (NP)
 LE0121'STATION MARK LA PLATA RECOVERED GOOD.
 LE0121'
 LE0121'AZIMUTH MARK RECOVERED GOOD.
 LE0121'
 LE0121'R.M. NO. 2 RECOVERED GOOD.
 LE0121'
 LE0121'THE PROPERTY OWNER SAID THAT HE WISHED THE STATION MARK LA PLATA
 LE0121'COULD BE MOVED OUT OF HIS GARDEN.
 LE0121'
 LE0121'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE EAST OF
 LE0121'LAPLATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0467 ***********************************************************************
 LE0467  DESIGNATION -  LA PLATA MUNICIPAL TANK
 LE0467  PID         -  LE0467
 LE0467  STATE/COUNTY-  MO/MACON
 LE0467  USGS QUAD   -  LA PLATA (1966)
 LE0467
 LE0467                         *CURRENT SURVEY CONTROL
 LE0467  ___________________________________________________________________
 LE0467* NAD 83(1997)-  40 01 26.65321(N)    092 29 21.80940(W)     ADJUSTED  
 LE0467* NAVD 88     -                                                        
 LE0467  ___________________________________________________________________
 LE0467  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 LE0467  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LE0467
 LE0467  HORZ ORDER  -  THIRD
 LE0467
 LE0467.The horizontal coordinates were established by classical geodetic methods
 LE0467.and adjusted by the National Geodetic Survey in February 2000..
 LE0467
 LE0467
 LE0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0467
 LE0467.The geoid height was determined by GEOID03.
 LE0467
 LE0467;                    North         East     Units Scale Factor Converg.
 LE0467;SPC MO C     -   465,120.960   500,905.522   MT  0.99993334   +0 00 24.6
 LE0467;UTM  15      - 4,430,553.654   543,570.181   MT  0.99962337   +0 19 42.2
 LE0467
 LE0467                          SUPERSEDED SURVEY CONTROL
 LE0467
 LE0467  NAD 83(1997)-  40 01 26.65451(N)    092 29 21.81532(W) AD(       ) 4
 LE0467  NAD 83(1986)-  40 01 26.65750(N)    092 29 21.81906(W) AD(       ) 4
 LE0467  NAD 27      -  40 01 26.52800(N)    092 29 21.14100(W) AD(       ) 3
 LE0467
 LE0467.Superseded values are not recommended for survey control.
 LE0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0467.See file dsdata.txt to determine how the superseded data were derived.
 LE0467
 LE0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE4357030554(NAD 83)
 LE0467_MARKER: 53 = ELEVATED TANK
 LE0467
 LE0467  HISTORY     - Date     Condition        Report By
 LE0467  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0467  HISTORY     - 1949     GOOD             CGS
 LE0467  HISTORY     - 1978     GOOD             NGS
 LE0467
 LE0467                          STATION DESCRIPTION
 LE0467
 LE0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0467'THIS STATION IS THE CENTER OF THE MUNICIPAL TANK IN LA PLATA.  THE
 LE0467'TANK IS LOCATED IN THE NE PART OF TOWN BETWEEN MOORE AND
 LE0467'BARTLETT STREETS.  IT IS 1/2 BLOCK W OF U.S. HIGHWAY 63, ON THE
 LE0467'N SIDE OF THE WABASH RAILROAD.  THE TANK IS PAINTED A SILVER
 LE0467'COLOR, WITH A SILVER BALL ON TOP DENOTING THE CENTER OF THE
 LE0467'TANK.  IT IS 150 FEET HIGH AND IS VERY PROMINENT.  IT WAS
 LE0467'ERECTED IN OCTOBER 1925.
 LE0467
 LE0467                          STATION RECOVERY (1949)
 LE0467
 LE0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 LE0467'THIS STATION IS LOCATED IN THE TOWN OF LA PLATA AND ABOUT 60
 LE0467'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MUNICIPAL POWER AND
 LE0467'LIGHT PLANT BUILDING.  IT IS A 4 LEGGED STEEL STRUCTURE,
 LE0467'APPROXIMATELY 40 FEET SQUARE AT THE BASE, 160 FEET HIGH AND
 LE0467'PAINTED SILVER.
 LE0467'
 LE0467'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF TANK.
 LE0467'
 LE0467'TO REACH FROM THE POST OFFICE, GO NORTH 0.15 MILE, TURN RIGHT
 LE0467'(EAST) 0.15 MILE TO THE MUNICIPAL POWER AND LIGHT ON THE RIGHT
 LE0467'AND THE STATION.
 LE0467'
 LE0467'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LE0467
 LE0467                          STATION RECOVERY (1978)
 LE0467
 LE0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 LE0467'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION AND THE RECOVERY
 LE0467'NOTE OF 1949.  THE TANK IS NOW PAINTED SILVER WITH A RED TOP.
 LE0467'
 LE0467'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CENTER OF
 LE0467'LA PLATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0608 ***********************************************************************
 KC0608  DESIGNATION -  LA RUE
 KC0608  PID         -  KC0608
 KC0608  STATE/COUNTY-  MO/PIKE
 KC0608  USGS QUAD   -  CLARKSVILLE (1993)
 KC0608
 KC0608                         *CURRENT SURVEY CONTROL
 KC0608  ___________________________________________________________________
 KC0608* NAD 83(1997)-  39 22 27.58866(N)    090 55 08.75232(W)     ADJUSTED  
 KC0608* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 KC0608  ___________________________________________________________________
 KC0608  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KC0608  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KC0608
 KC0608  HORZ ORDER  -  FIRST
 KC0608
 KC0608.The horizontal coordinates were established by classical geodetic methods
 KC0608.and adjusted by the National Geodetic Survey in February 2000..
 KC0608
 KC0608.The orthometric height was scaled from a topographic map.
 KC0608
 KC0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0608
 KC0608.The geoid height was determined by GEOID03.
 KC0608
 KC0608;                    North         East     Units Scale Factor Converg.
 KC0608;SPC MO E     -   393,069.589   213,889.474   MT  0.99994938   -0 15 57.1
 KC0608;SPC IL W     -   300,794.688   635,167.874   MT  0.99999291   -0 28 38.4
 KC0608;SPC IL W     -   986,857.24  2,083,879.93   sFT  0.99999291   -0 28 38.4
 KC0608;UTM  15      - 4,360,383.125   679,243.451   MT  0.99999559   +1 19 13.6
 KC0608
 KC0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0608!SPC MO E     -   0.99997071  x   0.99994938  =   0.99992009
 KC0608!SPC IL W     -   0.99997071  x   0.99999291  =   0.99996362
 KC0608!UTM  15      -   0.99997071  x   0.99999559  =   0.99996630
 KC0608
 KC0608|---------------------------------------------------------------------|
 KC0608| PID    Reference Object                     Distance      Geod. Az  |
 KC0608|                                                           dddmmss.s |
 KC0608| CL9699 LA RUE RM 1                          21.270 METERS 29323     |
 KC0608|---------------------------------------------------------------------|
 KC0608
 KC0608                          SUPERSEDED SURVEY CONTROL
 KC0608
 KC0608  NAD 83(1997)-  39 22 27.58854(N)    090 55 08.75235(W) AD(       ) 1
 KC0608  NAD 83(1986)-  39 22 27.59291(N)    090 55 08.74861(W) AD(       ) 1
 KC0608  NAD 27      -  39 22 27.42500(N)    090 55 08.28100(W) AD(       ) 1
 KC0608
 KC0608.Superseded values are not recommended for survey control.
 KC0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0608.See file dsdata.txt to determine how the superseded data were derived.
 KC0608
 KC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD7924360383(NAD 83)
 KC0608_MARKER: DS = TRIANGULATION STATION DISK
 KC0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KC0608+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 KC0608
 KC0608  HISTORY     - Date     Condition        Report By
 KC0608  HISTORY     - 1931     MONUMENTED       CGS
 KC0608  HISTORY     - 1973     GOOD             LOCENG
 KC0608  HISTORY     - 1975     GOOD             LOCENG
 KC0608  HISTORY     - 1980     MARK NOT FOUND   NGS
 KC0608  HISTORY     - 20010226 GOOD             LOCSUR
 KC0608  HISTORY     - 20041104 GOOD             LEWISB
 KC0608
 KC0608                          STATION DESCRIPTION
 KC0608
 KC0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0608'ON HIGHEST POINT OF HIGH BLUFF OVERLOOKING MISSISSIPPI RIVER
 KC0608'KNOWN LOCALLY AS PINNACLE PEAK, ABOUT 9 MILES SOUTHEAST OF
 KC0608'LOUISIANA, AND 1 MILE NORTHWEST OF CLARKSVILLE, ON LAND OWNED
 KC0608'BY H.C. LA RUE, OF CLARKSVILLE.  TOP OF BLUFF IS COVERED WITH
 KC0608'BRUSH AND SOME SMALL TIMBER.  TO REACH FROM CLARKSVILLE, GO
 KC0608'WEST 3 BLOCKS FROM RIVER FRONT ON MAIN STREET, NORTH 2 BLOCKS,
 KC0608'WEST ONE-THIRD MILE TO BOARD GATE ON NORTH AT FOOT OF HILL,
 KC0608'PASS THROUGH GATE, FOLLOW OLD ROAD 150 YARDS TO SMALL HOUSE
 KC0608'OCCUPIED BY MR. DAVIS, CONTINUE THROUGH ORCHARD, FOLLOW OLD
 KC0608'QUARRY ROAD TO SUMMIT AT SADDLE IN RIDGE, AND FOLLOW RIGHT UP
 KC0608'SLOPE 150 YARDS TO STATION SITE.  SURFACE AND UNDERGROUND MARKS
 KC0608'ARE STANDARD STATION DISKS IN CONCRETE.
 KC0608'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 KC0608'3 METERS (10 FEET) SOUTHEAST OF 30-INCH OAK TREE
 KC0608'WHICH HAS DEAD BROKEN-OFF LIMBS ON LOWER SECTION, AND 21.27
 KC0608'METERS (69.8 FEET) FROM STATION N 66 DEG 37 MIN W.
 KC0608
 KC0608                          STATION RECOVERY (1973)
 KC0608
 KC0608'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RWB)
 KC0608'LA RUE 1931 RECOVERED EXCELLENT.
 KC0608
 KC0608                          STATION RECOVERY (1975)
 KC0608
 KC0608'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 KC0608'LARUE 1931 SEE ATTACHED.
 KC0608'
 KC0608'FROM SECOND AND HOWARD AT CLARKSVILLE GO SOUTH ON HOWARD 2 BLOCKS
 KC0608'TO FOURTH.  RIGHT ON FOURTH TO MISSISSIPPI, LEFT ON MISSISSIPPI,
 KC0608'PAST 6TH ST., THROUGH CUT TO FORK IN ROAD AND SIGN SHOWING NAMES OF
 KC0608'RESIDENTS OF AREA BRYANT, FOX AND TROWER.  TAKE RIGHT FORK AND
 KC0608'FOLLOW UP HILL ROUND LEFT CURVE THEN RIGHT CURVE TO ANOTHER
 KC0608'FORK IN FRONT OF WHITE HOUSE.  TAKE RIGHT FORK THROUGH GATE AND
 KC0608'FOLLOW ROUND TO LEFT TO TOP OF RIDGE.  FOLLOW ROAD ALONG RIDGE TILL
 KC0608'IT STARTS TO DESCEND AND TURN SOUTH.  STATION IS AT TOP OF MOUND
 KC0608'ON RIGHT SIDE.  RM1 IS IN VIEW ALONG CLEARED RIDGE WNW OF MARK A
 KC0608'LINE WAS CUT TO ALLOW VISIBILITY OF LOUISIANA RADIO MAST FOR
 KC0608'DEVELOPING AZIMUTH.
 KC0608'
 KC0608'A BRIEF SEARCH FOR CLARKSVILLE WAS UNSUCCESSFUL.  THE TOP OF THE
 KC0608'RIDGE ON WHICH IS APPEARS TO HAVE BEEN HAD BEEN BULDOZED CLEAR AND A
 KC0608'HOUSE BUILT ON IT.  THE INFORMATION AVAILABLE PRECLUDED AN INTENSE
 KC0608'SEARCH.
 KC0608'
 KC0608'DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST EDGE OF
 KC0608'CLARKSVILLE.
 KC0608
 KC0608                          STATION RECOVERY (1980)
 KC0608
 KC0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KC0608'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  A TRAMWAY HAS BEEN BUILT
 KC0608'UP THE HILL AND A TOURIST AREA ESTABLISHED ON TOP OF THE HILL WITH
 KC0608'MANY BUILDINGS HAVING BEEN BUILT.  ALSO IT APPEARS THE TOP OF THE
 KC0608'HILL WAS GRADED OFF TO ALLOW CONSTRUCTION OF THE UPPER END OF THE
 KC0608'TRAMWAY AND THE BUILDINGS.  THIS STATION, IN ALL PROBABILITY, HAS
 KC0608'BEEN DESTROYED.
 KC0608
 KC0608                          STATION RECOVERY (2001)
 KC0608
 KC0608'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001
 KC0608'RECOVERED IN GOOD CONDITION.
 KC0608
 KC0608                          STATION RECOVERY (2004)
 KC0608
 KC0608'RECOVERY NOTE BY LEWIS BADE INC 2004 (RSL)
 KC0608'FROM THE NORTH FRONT DOOR OF DAVID W. TURNER PROPERTY. ADDRESS 29972
 KC0608'PIKE 239, CLARKSVILLE MO. GO NORTH 11 DEG. 48 MIN. EAST, 728.0' TO THE
 KC0608'TOP OF THE HILL ALONG A MOWER PATH THAT LEADS TO THE TOP OF THE HILL.
 KC0608'THE MONUMENT CAN BE USED FOR GPS DURING THE WINTER MONTHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1724 ***********************************************************************
 JC1724  DESIGNATION -  LABADIE UNION ELEC N STACK
 JC1724  PID         -  JC1724
 JC1724  STATE/COUNTY-  MO/FRANKLIN
 JC1724  USGS QUAD   -  LABADIE (1980)
 JC1724
 JC1724                         *CURRENT SURVEY CONTROL
 JC1724  ___________________________________________________________________
 JC1724* NAD 83(1997)-  38 33 45.06810(N)    090 50 17.37173(W)     ADJUSTED  
 JC1724* NAVD 88     -                                                        
 JC1724  ___________________________________________________________________
 JC1724  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 JC1724  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JC1724
 JC1724  HORZ ORDER  -  THIRD
 JC1724
 JC1724.The horizontal coordinates were established by classical geodetic methods
 JC1724.and adjusted by the National Geodetic Survey in February 2000..
 JC1724
 JC1724
 JC1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1724
 JC1724.The geoid height was determined by GEOID03.
 JC1724
 JC1724;                    North         East     Units Scale Factor Converg.
 JC1724;SPC MO E     -   302,922.896   220,528.913   MT  0.99994403   -0 12 38.9
 JC1724;UTM  15      - 4,270,446.347   688,354.961   MT  1.00003691   +1 20 52.9
 JC1724
 JC1724                          SUPERSEDED SURVEY CONTROL
 JC1724
 JC1724  NAD 83(1997)-  38 33 45.07173(N)    090 50 17.37200(W) AD(       ) 4
 JC1724  NAD 83(1986)-  38 33 45.08545(N)    090 50 17.37042(W) AD(       ) 4
 JC1724  NAD 27      -  38 33 44.90392(N)    090 50 16.86733(W) AD(       ) 3
 JC1724
 JC1724.Superseded values are not recommended for survey control.
 JC1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1724.See file dsdata.txt to determine how the superseded data were derived.
 JC1724
 JC1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8835570446(NAD 83)
 JC1724_MARKER: 63 = STACK
 JC1724
 JC1724  HISTORY     - Date     Condition        Report By
 JC1724  HISTORY     - 1970     FIRST OBSERVED   USGS
 JC1724
 JC1724                          STATION DESCRIPTION
 JC1724
 JC1724'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1724'THE STATION IS THE TOP CENTER OF THE MOST NORTHERLY ONE OF THREE
 JC1724'HIGH STACKS AT THE UNION ELECTRIC PLANT, LOCATED ABOUT 1 MI N. OF
 JC1724'LABADIE.  THE STACK IS MASONRY AND IS ABOUT 600 FT HIGH.
 JC1724'
 JC1724'THE STATION WAS INTERSECTED FROM ET STATION OSAGE AND BUSCH AND
 JC1724'FROM USC AND GS TRIANGULATION STATION HALLECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0484 ***********************************************************************
 LE0484  DESIGNATION -  LACKEY
 LE0484  PID         -  LE0484
 LE0484  STATE/COUNTY-  MO/ADAIR
 LE0484  USGS QUAD   -  MILLARD (1979)
 LE0484
 LE0484                         *CURRENT SURVEY CONTROL
 LE0484  ___________________________________________________________________
 LE0484* NAD 83(1997)-  40 06 33.09571(N)    092 35 43.40236(W)     ADJUSTED  
 LE0484* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 LE0484  ___________________________________________________________________
 LE0484  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 LE0484  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LE0484
 LE0484  HORZ ORDER  -  FIRST
 LE0484
 LE0484.The horizontal coordinates were established by classical geodetic methods
 LE0484.and adjusted by the National Geodetic Survey in February 2000..
 LE0484
 LE0484.The orthometric height was scaled from a topographic map.
 LE0484
 LE0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0484
 LE0484.The geoid height was determined by GEOID03.
 LE0484
 LE0484;                    North         East     Units Scale Factor Converg.
 LE0484;SPC MO C     -   474,576.338   491,867.850   MT  0.99993415   -0 03 41.2
 LE0484;UTM  15      - 4,439,955.156   534,482.401   MT  0.99961464   +0 15 38.4
 LE0484
 LE0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0484!SPC MO C     -   0.99995814  x   0.99993415  =   0.99989229
 LE0484!UTM  15      -   0.99995814  x   0.99961464  =   0.99957280
 LE0484
 LE0484:                Primary Azimuth Mark                     Grid Az
 LE0484:SPC MO C     -  KIRKSVILLE MUNICIPAL TANK                005 04 13.5
 LE0484:UTM  15      -  KIRKSVILLE MUNICIPAL TANK                004 44 53.9
 LE0484
 LE0484|---------------------------------------------------------------------|
 LE0484| PID    Reference Object                     Distance      Geod. Az  |
 LE0484|                                                           dddmmss.s |
 LE0484| LE0483 KIRKSVILLE MUNICIPAL TANK           APPROX.10.2 KM 0050032.3 |
 LE0484| LE0482 KIRKSVILLE MO PWR LT CO STACK       APPROX.10.2 KM 0051001.7 |
 LE0484| LE0479 KIRKSVILLE ADAIR CO CTHSE DOME      APPROX. 9.6 KM 0055619.0 |
 LE0484| LE0480 KIRKSVILLE NE MO STC STACK          APPROX. 8.8 KM 0080651.8 |
 LE0484| CL9701 LACKEY RM 1                          30.361 METERS 05518     |
 LE0484| LE0471 KANSAS CITY CHICAGO AWY BN 13       APPROX.19.3 KM 0693529.3 |
 LE0484| LE0485 KANSAS CITY CHICAGO AWY BN 12       APPROX. 4.5 KM 0992318.8 |
 LE0484| CL9703 LACKEY RM 3                          23.906 METERS 12339     |
 LE0484| LE0466 LA PLATA STANOLIND PLINE CO TK      APPROX.12.1 KM 1334258.8 |
 LE0484| LE0467 LA PLATA MUNICIPAL TANK             APPROX.13.1 KM 1361357.0 |
 LE0484| CL9702 LACKEY RM 2                          35.951 METERS 14843     |
 LE0484| CL9700 LACKEY AZ MK                                       1781233.2 |
 LE0484|---------------------------------------------------------------------|
 LE0484
 LE0484                          SUPERSEDED SURVEY CONTROL
 LE0484
 LE0484  NAD 83(1997)-  40 06 33.09679(N)    092 35 43.40762(W) AD(       ) 1
 LE0484  NAD 83(1986)-  40 06 33.09926(N)    092 35 43.41241(W) AD(       ) 1
 LE0484  NAD 27      -  40 06 32.98110(N)    092 35 42.71950(W) AD(       ) 1
 LE0484
 LE0484.Superseded values are not recommended for survey control.
 LE0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0484.See file dsdata.txt to determine how the superseded data were derived.
 LE0484
 LE0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE3448239955(NAD 83)
 LE0484_MARKER: DS = TRIANGULATION STATION DISK
 LE0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0484
 LE0484  HISTORY     - Date     Condition        Report By
 LE0484  HISTORY     - 1934     MONUMENTED       CGS
 LE0484  HISTORY     - 1948     GOOD             CGS
 LE0484  HISTORY     - 1949     GOOD             CGS
 LE0484  HISTORY     - 1967     GOOD             CGS
 LE0484
 LE0484                          STATION DESCRIPTION
 LE0484
 LE0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0484'THIS STATION IS ABOUT 6 MILES S OF KIRKSVILLE, IN THE NE 1/4 SEC.
 LE0484'8, T 61 N, R 15 W, ON LAND OWNED BY MRS. A.J. LACKEY, AND FARMED BY
 LE0484'HER SON WHO LIVES 1/2 MILE S OF THE STATION.  MARK IS SET IN
 LE0484'PASTURE 16 FEET W OF FENCE LINE, 42 FEET W OF THE CENTER LINE OF
 LE0484'THE ROAD, JUST S OF POINT WHERE ROAD TURNS S AFTER JOG TO W, 80
 LE0484'FEET S OF E-W SECTION LINE FENCE, 99 FEET SW OF NE FENCE
 LE0484'CORNER OF PASTURE, 42 FEET SE OF TREE WITH 4 TRUNKS.  MARK IS 12
 LE0484'INCHES UNDERGROUND.
 LE0484'
 LE0484'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN THE
 LE0484'TOPS OF CONCRETE CYLINDERS.
 LE0484'
 LE0484'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LE0484'
 LE0484'REFERENCE MARK NO.1 IS NE OF THE STATION, 1-FOOT W OF FENCE LINE,
 LE0484'19 FEET ESE OF THE CENTER LINE OF THE ROAD, 50 FEET SW OF FENCE
 LE0484'CORNER.
 LE0484'
 LE0484'REFERENCE MARK NO.2 IS SE OF THE STATION, 2 FEET W OF THE FENCE LINE,
 LE0484'27 FEET E OF THE CENTER LINE OF THE ROAD.
 LE0484'
 LE0484'BOTH REFERENCE MARKS PROJECT 10 INCHES.
 LE0484'
 LE0484'AZIMUTH MARK IS SSE OF THE STATION, 1-FOOT W OF THE E RIGHT-OF-WAY
 LE0484'FENCE LINE, 24 FEET E OF THE CENTER LINE OF THE ROAD.  MARK PROJECTS
 LE0484'2 INCHES.
 LE0484'
 LE0484'TO REACH STATION FROM KIRKSVILLE, GO S ON U.S. HIGHWAY 63 AND STATE
 LE0484'HIGHWAY 11, 3.6 MILES TO POINT WHERE HIGHWAY 11 TURNS W, TURN W AND
 LE0484'FOLLOW HIGHWAY 11, 1.6 MILES TO DIRT ROAD LEADING S, JUST BEYOND
 LE0484'WHITE SCHOOLHOUSE, FOLLOW THIS ROAD S FOR 2.7 MILES TO STATION ON THE
 LE0484'W SIDE OF ROAD.
 LE0484'
 LE0484'LIGHTS 87 FEET ABOVE HILL AND CRAWFORD, AND 100 FEET ABOVE
 LE0484'GREENCASTLE COME INTO VIEW AT 23 FEET ABOVE THE GROUND.
 LE0484'
 LE0484'A LIGHT 87 FEET ABOVE JONES COMES INTO VIEW AT 26 FEET ABOVE THE
 LE0484'GROUND.
 LE0484'
 LE0484'A LIGHT 87 FEET ABOVE KELLER COMES INTO VIEW AT 29 FEET ABOVE THE
 LE0484'GROUND.
 LE0484
 LE0484                          STATION RECOVERY (1948)
 LE0484
 LE0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 LE0484'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2
 LE0484'AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED AND WERE IN GOOD
 LE0484'CONDITION.  THE ROAD MENTIONED IN THE 1934 DESCRIPTIONS HAS BEEN
 LE0484'WIDENED AND STRAIGHTENED LEAVING REFERENCE MARK NO. 1 AND NO. 2 IN
 LE0484'THE UNDISTURBED AREA BETWEEN THE NEW ROAD AND THE OLD ROAD.  THE
 LE0484'FOLLOWING MEASUREMENTS WERE MADE TO THE NEW ROAD.
 LE0484'
 LE0484'STATION MARK IS ABOUT 110 FEET WEST OF THE APPROXIMATE CENTERLINE
 LE0484'OF THE NEW ROAD.
 LE0484'
 LE0484'REFERENCE MARK NO. 1 IS 39 FEET WEST OF THE APPROXIMATE CENTERLINE
 LE0484'OF THE NEW ROAD AND 42 FEET SOUTH OF A FENCE CORNER.
 LE0484'
 LE0484'REFERENCE MARK NO. 2 IS 40 FEET WEST OF THE APPROXIMATE CENTERLINE
 LE0484'OF THE NEW ROAD AND 35 FEET NORTH OF A POWER-LINE POLE.
 LE0484'
 LE0484'AZIMUTH MARK IS 27 FEET EAST OF THE CENTERLINE (APPROXIMATE) OF
 LE0484'THE NEW ROAD AND THERE IS NO RIGHT-OF-WAY FENCE AT THIS POINT.
 LE0484'
 LE0484'THE AZIMUTH MARK WAS FOUND LOOSE IN THE GROUND AND REINFORCED WITH
 LE0484'CONCRETE.
 LE0484'
 LE0484'OBSERVATION MADE FROM A 90 FOOT STEEL TOWER.
 LE0484
 LE0484                          STATION RECOVERY (1949)
 LE0484
 LE0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 LE0484'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION,
 LE0484'EXCEPT THE DISTANCE TO REFERENCE MARK NO. 2 DID NOT CHECK WITH THE
 LE0484'1948 MEASUREMENT.
 LE0484'
 LE0484'A NEW DESCRIPTION FOLLOWS.
 LE0484'
 LE0484'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH OF KIRKSVILLE, ALONG
 LE0484'THE WEST SIDE OF A HARD SURFACED ROAD.  IT IS 107 FEET WEST OF THE
 LE0484'CENTERLINE OF THE ROAD, 93 FEET SOUTH OF AN EAST AND WEST
 LE0484'FENCE AND 17 FEET WEST OF THE EAST FENCE OF PASTURE.  THE
 LE0484'MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 LE0484'THE DISK IS STAMPED LACKEY 1934.
 LE0484'
 LE0484'REFERENCE MARK NO.1 IS 99.63 FEET NORTHEAST OF THE STATION, 42 FEET
 LE0484'SOUTH-SOUTHEAST OF A FENCE CORNER AND 40 FEET WEST OF THE CENTERLINE
 LE0484'OF THE ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LE0484'LACKEY NO 1 1934.
 LE0484'
 LE0484'REFERENCE MARK NO.2 IS 117.95 FEET SOUTHEAST OF THE STATION, 35 FEET
 LE0484'NORTH OF A POWERLINE POLE AND 26 FEET WEST OF THE CENTERLINE OF THE
 LE0484'ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED LACKEY NO
 LE0484'2 1934.
 LE0484'
 LE0484'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHEAST OF THE STATION,
 LE0484'28 FEET EAST OF THE CENTERLINE OF THE ROAD AND 7 FEET WEST OF THE
 LE0484'FENCE.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 LE0484'LACKEY 1934.
 LE0484'
 LE0484'TO REACH THE STATION FROM THE POST OFFICE IN LA PLATA, GO EAST 0.15
 LE0484'MILE, TURN LEFT (NORTH) ON HIGHWAY 63 6.7 MILES TO A SIGN KIRKSVILLE
 LE0484'MUNICIPAL AIRFIELD, TURN LEFT AND FOLLOW THE MAIN ROAD PAST THE
 LE0484'AIRFIELD FOR 2.85 MILES TO INTERSECTION WITH A HARD SURFACE ROAD,
 LE0484'TURN RIGHT (WEST) 0.25 MILE, TURN RIGHT (NORTH) 0.4 MILE TO THE
 LE0484'AZIMUTH MARK ON THE RIGHT, CONTINUE ON 0.2 MILE TO A WIRE GATE
 LE0484'ON THE LEFT, PASS THROUGH GATE, THENCE NORTH 0.05 MILE TO THE
 LE0484'STATION.
 LE0484'
 LE0484'SURFACE, UNDERGROUND, REFERENCE MARKS AND AZIMUTH ARE AS DESCRIBED.
 LE0484'
 LE0484'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LE0484
 LE0484                          STATION RECOVERY (1967)
 LE0484
 LE0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0484'THE STATION RECOVERED AS DESCRIBED IN 1948 AND THE STATION, R.M. NO.
 LE0484'1 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  R.M. NO. 2 WAS
 LE0484'DESTROYED BY ROAD CONSTRUCTION SO ONE NEW REFERENCE MARK
 LE0484'WAS ESTABLISHED.
 LE0484'
 LE0484'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND STATE
 LE0484'HIGHWAY 11, ABOUT 3-3/4 MILES SOUTH OF THE CENTER OF KIRKSVILLE, GO
 LE0484'WESTERLY ON STATE HIGHWAY 11 FOR 1.55 MILES TO THE JUNCTION WITH
 LE0484'STATE HIGHWAY 3, TURN LEFT AND GO SOUTH ON HIGHWAY 3 FOR 2.7 MILES TO
 LE0484'THE STATION IN FIELD ON RIGHT.
 LE0484'
 LE0484'THE STATION IS 108 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 74
 LE0484'FEET WEST OF A METAL WITNESS POST SET IN RIGHT OF WAY FENCE.  THE
 LE0484'MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LE0484'STAMPED LACKEY 1934.
 LE0484'
 LE0484'R.M. NO. 1 IS 41 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 42 FEET
 LE0484'SOUTH OF A FENCE CORNER AND 7 FEET WEST OF RIGHT OF WAY FENCE.  THE
 LE0484'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED LACKEY NO 1 1934.
 LE0484'
 LE0484'R.M. NO. 3 IS 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1
 LE0484'FOOT EAST OF THE RIGHT OF WAY FENCE.  THE MARK PROJECTS 1 INCH AND
 LE0484'THE DISK IS STAMPED LACKEY NO 3 1934 1967.
 LE0484'
 LE0484'THE AZIMUTH MARK IS 25.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 LE0484'3 AND 7.5 FEET WEST OF A METAL WITNESS POST.  MARK PROJECTS 3 INCHES
 LE0484'AND THE DISK IS STAMPED LACKEY 1934 AZIMUTH.
 LE0484'
 LE0484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES SOUTH
 LE0484'OF KIRKSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1155 ***********************************************************************
 KD1155  DESIGNATION -  LACLEDE
 KD1155  PID         -  KD1155
 KD1155  STATE/COUNTY-  MO/LINN
 KD1155  USGS QUAD   -  LACLEDE (1984)
 KD1155
 KD1155                         *CURRENT SURVEY CONTROL
 KD1155  ___________________________________________________________________
 KD1155* NAD 83(1997)-  39 45 48.26729(N)    093 10 43.22581(W)     ADJUSTED  
 KD1155* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 KD1155  ___________________________________________________________________
 KD1155  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 KD1155  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KD1155
 KD1155  HORZ ORDER  -  SECOND
 KD1155
 KD1155.The horizontal coordinates were established by classical geodetic methods
 KD1155.and adjusted by the National Geodetic Survey in February 2000..
 KD1155
 KD1155.The orthometric height was scaled from a topographic map.
 KD1155
 KD1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1155
 KD1155.The geoid height was determined by GEOID03.
 KD1155
 KD1155;                    North         East     Units Scale Factor Converg.
 KD1155;SPC MO C     -   436,401.064   441,849.531   MT  0.99997495   -0 26 02.8
 KD1155;UTM  15      - 4,401,513.575   484,695.944   MT  0.99960288   -0 06 51.4
 KD1155
 KD1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1155!SPC MO C     -   0.99996758  x   0.99997495  =   0.99994254
 KD1155!UTM  15      -   0.99996758  x   0.99960288  =   0.99957048
 KD1155
 KD1155|---------------------------------------------------------------------|
 KD1155| PID    Reference Object                     Distance      Geod. Az  |
 KD1155|                                                           dddmmss.s |
 KD1155| CL9705 LACLEDE RM 1                         32.272 METERS 01326     |
 KD1155| KD1151 HECKMAN                             APPROX. 7.3 KM 0680502.6 |
 KD1155| CL9704 LACLEDE AZ MK                                      0872408.4 |
 KD1155| KD0312 F 11                                 32.612 METERS 28648     |
 KD1155|---------------------------------------------------------------------|
 KD1155
 KD1155                          SUPERSEDED SURVEY CONTROL
 KD1155
 KD1155  NAD 83(1997)-  39 45 48.26762(N)    093 10 43.22521(W) AD(       ) 2
 KD1155  NAD 83(1986)-  39 45 48.26900(N)    093 10 43.22822(W) AD(       ) 2
 KD1155  NAD 27      -  39 45 48.18210(N)    093 10 42.48960(W) AD(       ) 2
 KD1155
 KD1155.Superseded values are not recommended for survey control.
 KD1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1155.See file dsdata.txt to determine how the superseded data were derived.
 KD1155
 KD1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE8469601514(NAD 83)
 KD1155_MARKER: DS = TRIANGULATION STATION DISK
 KD1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1155_MARK LOGO: CGS   
 KD1155_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KD1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1155
 KD1155  HISTORY     - Date     Condition        Report By
 KD1155  HISTORY     - 1948     MONUMENTED       CGS
 KD1155  HISTORY     - 1966     GOOD             CGS
 KD1155  HISTORY     - 1974     GOOD             USGS
 KD1155  HISTORY     - 19850101 GOOD             NGS
 KD1155
 KD1155                          STATION DESCRIPTION
 KD1155
 KD1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1155'LOCATED ABOUT 1-1/2 MILES SOUTH OF LACLEDE AND JUST EAST OF THE
 KD1155'CHICAGO BURLINGTON AND QUINCY RAILROAD RIGHT-OF-WAY, IN THE
 KD1155'SOUTHEAST 1/4 OF SEC. 7, T 57 N, R 20 W..  IT IS 39 FEET NORTH
 KD1155'OF THE APPROXIMATE CENTERLINE OF THE EAST-WEST ROAD, 58 FEET
 KD1155'EAST OF THE EAST RAIL OF THE RAILROAD TRACKS AND 10 FEET EAST
 KD1155'OF THE FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 KD1155'DISC IS STAMPED LACLEDE 1948.
 KD1155'
 KD1155'REFERENCE MARK NO. 1 IS 105.88 FEET NORTH OF THE STATION, 49.4
 KD1155'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS AND 1 FOOT
 KD1155'EAST OF THE FENCE LINE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 KD1155'THE DISC IS STAMPED LACLEDE NO 1 1948.
 KD1155'
 KD1155'REFERENCE MARK NO. 2 IS A STANDARD U.S. C. AND G.S. BM.  THE
 KD1155'MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED F 11 1930
 KD1155'ELEV. 782.853.  IT IS LOCATED WEST OF THE STATION, 42 FEET WEST
 KD1155'OF THE WEST RAIL OF THE RAILROAD TRACKS, 4 FEET EAST OF THE
 KD1155'RAILROAD RIGHT-OF-WAY FENCE LINE AND 42 FEET NORTH OF A FENCE
 KD1155'CORNER.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 KD1155'STATION LACLEDE WITH THE FOLLOWING RESULTS- 32.612 M (106.99
 KD1155'FT.)
 KD1155'
 KD1155'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE EAST OF THE STATION,
 KD1155'IN THE NORTHWEST CORNER OF A ROAD INTERSECTION, 63 FEET NORTH OF
 KD1155'THE APPROXIMATE CENTERLINE OF THE EAST-WEST ROAD AND 30 FEET
 KD1155'WEST OF THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH ROAD
 KD1155'(COUNTY ROUTE N), AND 1-1/2 FEET SOUTH OF A TELEPHONE POLE.
 KD1155'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED LACLEDE
 KD1155'1948.
 KD1155'
 KD1155'STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 36, STATE
 KD1155'HIGHWAY 5 AND COUNTY ROUTE N BY GOING SOUTH ON COUNTY ROUTE N FOR
 KD1155'1.0 MILE TO A CROSSROADS AND THE AZIMUTH MARK IN THE NORTHWEST
 KD1155'CORNER OF THE INTERSECTION.  HERE TURN RIGHT OR WEST AND GO
 KD1155'0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 KD1155'
 KD1155'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1155
 KD1155                          STATION RECOVERY (1966)
 KD1155
 KD1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1155'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 (BENCH MARK
 KD1155'F11 1930) WERE RECOVERED AS DESCRIBED BUT THE RAILROAD TRACK HAS
 KD1155'BEEN ABANDONED AND THE ONLY THING THAT REMAINS IS THE FENCE LINE ON
 KD1155'THE OLD RIGHT-OF-WAY.  THE AZIMUTH MARK WAS FOUND DESTROYED BY
 KD1155'ROAD CONSTRUCTION.  NO OBJECTS VISIBLE AT THE STATION SITE SO A
 KD1155'NEW AZIMUTH MARK COULD NOT BE SET.
 KD1155'
 KD1155'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KD1155'
 KD1155'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 KD1155'
 KD1155'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK NO. 2
 KD1155'(BENCH MARK F11 1930).
 KD1155
 KD1155                          STATION RECOVERY (1974)
 KD1155
 KD1155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 KD1155'STA. MK., RM 1 AND 2 FOUND AS DESCRIBED.
 KD1155'
 KD1155'AZ. MK. HAS BEEN DESTROYED BY ROAD CONSTRUCTION.  FOUND POST.
 KD1155'
 KD1155'DIRECTION AND DISTANCE--ABOUT 1-1/2 MI. S. OF LACLEDE.
 KD1155
 KD1155                          STATION RECOVERY (1985)
 KD1155
 KD1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KD1155'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND BENCH MARK F 11
 KD1155'WERE ALL RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 KD1155'DESTROYED.  THE OLD RAILROAD HAS BEEN GONE FOR MANY YEARS AND THE
 KD1155'MARKS ARE IN A CULTIVATED FIELD.  THE PROPERTY OWNER REQUESTED THE
 KD1155'STATION BE RELOCATED. ACCORDINGLY, STATION LACLEDE 2, REFERENCE MARKS
 KD1155'3, 4 AND LACLEDE 2 AZIMUTH MARK HAVE BEEN ESTABLISHED. BECAUSE OF TALL
 KD1155'CORN AT THE SITE, THE DISTANCE AND DIRECTION TO REFERENCE MARK NO 3
 KD1155'AND BENCH MARK F 11 WERE NOT VERIFIED.  THE PROPERTY OWNER WAS GIVEN
 KD1155'PERMISSION TO REMOVE REFERENCE MARK 1 FROM THE FIELD, AFTER THE CORN
 KD1155'IS HARVESTED.  BENCH MARK F 11 IS NOW RECESSED 25 CM OR 10 INCHES
 KD1155'BELOW THE GROUND SURFACE AND WAS LEFT IN PLACE, HOWEVER, THE PROPERTY
 KD1155'WAS GIVEN PERMISSION TO REMOVE THE MARK IF IT EVER INTERFERES WITH
 KD1155'FARMING OPERATIONS.  THE ELEVATION WAS TRANSFERRED TO LACLEDE 2, AND
 KD1155'ITS REFERENCE MARKS. THE UNDERGROUND STATION MARK WAS LEFT IN PLACE,
 KD1155'WITH THE PROPERTY OWNERS PERMISSION.  FOR FURTHER DETAILS, PLEASE SEE
 KD1155'THE DESCRIPTIONS FOR LACLEDE 2, LACLEDE 2 AZ MK AND BENCH MARK F 11
 KD1155'1948.  DESCRIBED BY J A ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1319 ***********************************************************************
 KD1319  DESIGNATION -  LACLEDE 2
 KD1319  PID         -  KD1319
 KD1319  STATE/COUNTY-  MO/LINN
 KD1319  USGS QUAD   -  LACLEDE (1984)
 KD1319
 KD1319                         *CURRENT SURVEY CONTROL
 KD1319  ___________________________________________________________________
 KD1319* NAD 83(1997)-  39 45 48.10006(N)    093 10 43.43375(W)     ADJUSTED  
 KD1319* NAVD 88     -       239.53   (meters)     785.9    (feet)  RESET     
 KD1319  ___________________________________________________________________
 KD1319  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 KD1319  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KD1319
 KD1319  HORZ ORDER  -  THIRD
 KD1319  VERT ORDER  -  THIRD
 KD1319
 KD1319.The horizontal coordinates were established by classical geodetic methods
 KD1319.and adjusted by the National Geodetic Survey in April 2002..
 KD1319
 KD1319.The orthometric height was computed from unverified reset data.
 KD1319.No vertical observational check was made to the station.
 KD1319
 KD1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1319
 KD1319.The geoid height was determined by GEOID03.
 KD1319
 KD1319;                    North         East     Units Scale Factor Converg.
 KD1319;SPC MO C     -   436,395.944   441,844.542   MT  0.99997496   -0 26 02.9
 KD1319;UTM  15      - 4,401,508.429   484,690.986   MT  0.99960289   -0 06 51.6
 KD1319
 KD1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1319!SPC MO C     -   0.99996749  x   0.99997496  =   0.99994245
 KD1319!UTM  15      -   0.99996749  x   0.99960289  =   0.99957039
 KD1319
 KD1319                          SUPERSEDED SURVEY CONTROL
 KD1319
 KD1319  NGVD 29 (02/22/06)  239.50   (m)          785.8    (f) RESET       3  
 KD1319
 KD1319.Superseded values are not recommended for survey control.
 KD1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1319.See file dsdata.txt to determine how the superseded data were derived.
 KD1319
 KD1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE8469101508(NAD 83)
 KD1319_MARKER: DS = TRIANGULATION STATION DISK
 KD1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1319_SP_SET: CONCRETE POST
 KD1319_STAMPING: LACLEDE 2 1985
 KD1319_MARK LOGO: NGS   
 KD1319_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1319+STABILITY: SURFACE MOTION
 KD1319
 KD1319  HISTORY     - Date     Condition        Report By
 KD1319  HISTORY     - 1985     MONUMENTED       NGS
 KD1319  HISTORY     - 19851008 GOOD             NGS
 KD1319
 KD1319                          STATION DESCRIPTION
 KD1319
 KD1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KD1319'1 MI (1.6 KM) SOUTH ALONG STATE HIGHWAY 5, FROM LACLEDE, TO U.S.
 KD1319'HIGHWAY 36 AND STATE HIGHWAY 139, THENCE 1.0 MI (1.6 KM) SOUTH ALONG
 KD1319'STATE HIGHWAY 139 TO A GRAVELED CROSSROAD, THENCE 0.2 MI (0.3 KM)
 KD1319'RIGHT AND EAST ALONG THE GRAVELED ROAD TO THE MARK ON THE RIGHT, 91.2
 KD1319'FT (27.8 M) NORTHEAST FROM A FENCE CORNER POST, 51.3 FT (15.6 M)
 KD1319'NORTH-NORTHEAST FROM A POWERLINE POLE, 27.0 FT (8.2 M) NORTH FROM THE
 KD1319'CENTERLINE OF THE ROAD, 7.0 FT (2.1 M) EAST FROM A WITNESS POST, 2.0
 KD1319'FT (0.6 M) WEST FROM A WITNESS POST.
 KD1319
 KD1319                          STATION RECOVERY (1985)
 KD1319
 KD1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GCS)
 KD1319'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF BROOKFIELD, 3.2 KM
 KD1319'(2.00 MI) SOUTH OF LACLEDE, 2.8 KM (1.75 MI) EAST OF PERSHING STATE
 KD1319'PARK, IN THE SE 114, SEC 7, T57N, R20W AND ON PROPERTY OWNED BY R I
 KD1319'CLARKSON, RURAL ROUTE, LACLEDE, MISSOURI 64651.  OWNERSHIP-- R I
 KD1319'CLARKSON, RURAL ROUTE, LACLEDE, MISSOURI 64651. TO REACH THE STATION
 KD1319'FROM THE JUNCTION OF US HIGHWAY 36 WITH STATE HIGHWAYS 5 AND 139,
 KD1319'ABOUT 1.6 KM (1.00 MI) SOUTH OF LACLEDE, GO SOUTH ON HIGHWAY 139 FOR
 KD1319'1.61 KM (1.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A
 KD1319'GRAVELED ROAD FOR 0.32 KM (0.20 MI) TO THE STATION ON THE THE RIGHT.
 KD1319'THE STATION IS A STANDARD NGS DISK STAMPED LACLEDE 2 1985, SET INTO
 KD1319'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER
 KD1319'PROJECTING 5 CM OR 2 INCHES ABOVE THE GROUND LOCATED 27.8 M (91.2 FT)
 KD1319'NE FROM A FENCE CORNER POST, 15.85 M (52.00 FT) NNE FROM A POWERLINE
 KD1319'POLE, 8.2 M (26.9 FT) N FROM THE CENTERLINE OF THE ROAD, 0.61 M (2.00
 KD1319'FT) E FROM A WITNESS POST, AND 0.61 M (2.00 FT) W FROM A WITNESS POST.
 KD1319'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED LACLEDE 2 1985,
 KD1319'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 M (3.6 FT) (3.6 FT) BELOW
 KD1319'THE SURFACE. REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED
 KD1319'LACLEDE 2 NO 3 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 KD1319'CM OR 12 INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 24.07 M (78.97
 KD1319'FT) NE FROM THE POWERLINE POLE, 13.40 M (43.96 FT) E FROM THE EAST
 KD1319'WITNESS POST AT THE STATION, 7.6 M (24.9 FT) N FROM THE CENTERLINE OF
 KD1319'THE ROAD, 0.3 M (1.0 FT) W FROM A WITNESS POST, AND 0.2 M (0.7 FT)
 KD1319'ABOVE LEVEL WITH THE STATION. REFERENCE MARK NO 4 IS A STANDARD NGS
 KD1319'DISK STAMPED LACLEDE 2 NO 4 1985, SET INTO THE TOP OF A ROUND CONCRETE
 KD1319'MONUMENT 30 CM OR 12 INCHES IN DIAMETER FLUSH WITH GROUND LOCATED
 KD1319'17.47 M (57.32 FT) E FROM THE FENCE CORNER, 6.55 M (21.49 FT) S FROM
 KD1319'THE CENTERLINE OF THE ROAD, 1.07 M (3.51 FT) E FROM THE POWERLINE
 KD1319'POLE, AND 0.1 M (0.3 FT) ABOVE LEVEL WITH THE STATION. AZIMUTH MARK NO
 KD1319'1 IS A STANDARD NGS DISK STAMPED LACLEDE 2 1985, SET INTO THE TOP OF A
 KD1319'ROUND CONCRETE MONUMENT 30 CM OR 12.0 INCHES IN DIAMETER FLUSH WITH
 KD1319'GROUND LOCATED 39.5 M (129.6 FT) E FROM THE CENTERLINE OF A DRIVEWAY,
 KD1319'7.10 M (23.29 FT) S FROM THE CENTERLINE OF THE ROAD, 0.36 M (1.18 FT)
 KD1319'N FROM A FENCE CORNER POST, AND 0.61 M (2.00 FT) NW FROM A WITNESS
 KD1319'POST. TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 KD1319'GRAVELED ROAD FOR 0.32 KM (0.20 MI) TO HIGHWAY 139.  CROSS THE HIGHWAY
 KD1319'AND CONTINUE EAST ON THE GRAVELED ROAD FOR 0.24 KM (0.15 MI) TO THE
 KD1319'MARK ON THE RIGHT. THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 KD1319'LACLEDE 2 1985, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 M (3.6 FT)
 KD1319'BELOW THE SURFACE.  BENCH MARK F 11 1948 IS 30.039 M (98.553 FT)
 KD1319'NORTHWEST FROM THE STATION IN AZIMUTH 119-04-52 FROM SOUTH.  THESE
 KD1319'VALUES WERE OBTAINED BY GEODETIC INVERSE BECAUSE TALL CORN WAS GROWING
 KD1319'AT THE SITE AND THE PROPERTY OWNER REQUESTED IT NOT BE DESTROYED. THE
 KD1319'MARK IS A STANDARD CGS BENCH MARK DISK STAMPED F 11 1930, SET INTO THE
 KD1319'TOP OF A 36 CM OR 14 INCHES SQUARE CONCRETE MONUMENT THAT IS RECESSED
 KD1319'25 CM OR 10 INCHES BELOW THE GROUND SURFACE.  IT IS 21.9 M (71.9 FT)
 KD1319'NORTH FROM THE CENTERLINE OF THE ROAD.  THE PROPERTY OWNER WAS GIVEN
 KD1319'PERMISSION TO REMOVE THE BENCH MARK IF IT EVER INTERFERES WITH HIS
 KD1319'FARMING OPERATIONS BECAUSE THE ELEVATION HAS BEEN TRANSFERRED TO
 KD1319'STATION LACLEDE 2 AND REFERENCE MARKS 3 AND 4. THE UNDERGROUND MARK
 KD1319'FOR STATION LACLEDE 1948, WAS LEFT IN PLACE AND IS 7.1728 M (23.5328
 KD1319'FT) NORTHEAST OF THE STATION IN AZIMUTH 223-49-06 FROM SOUTH.  IT IS A
 KD1319'STANDARD CGS DISK, STAMPED LACLEDE 1948, SET INTO AN IRREGULAR MASS OF
 KD1319'CONCRETE 0.61 M (2.00 FT) BELOW THE GROUND SURFACE.  THE MARK IS 13.7
 KD1319'M (44.9 FT) NORTH FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8733 ***********************************************************************
 AJ8733  DESIGNATION -  LACLEDE 2 AZ MK
 AJ8733  PID         -  AJ8733
 AJ8733  STATE/COUNTY-  MO/LINN
 AJ8733  USGS QUAD   -  LACLEDE (1984)
 AJ8733
 AJ8733                         *CURRENT SURVEY CONTROL
 AJ8733  ___________________________________________________________________
 AJ8733* NAD 83(1997)-  39 45 47.99132(N)    093 10 20.45216(W)     ADJUSTED  
 AJ8733* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 AJ8733  ___________________________________________________________________
 AJ8733  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 AJ8733  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 AJ8733
 AJ8733  HORZ ORDER  -  THIRD
 AJ8733
 AJ8733.The horizontal coordinates were established by classical geodetic methods
 AJ8733.and adjusted by the National Geodetic Survey in April 2002..
 AJ8733
 AJ8733.The orthometric height was scaled from a topographic map.
 AJ8733
 AJ8733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8733
 AJ8733.The geoid height was determined by GEOID03.
 AJ8733
 AJ8733;                    North         East     Units Scale Factor Converg.
 AJ8733;SPC MO C     -   436,388.465   442,391.500   MT  0.99997418   -0 25 48.2
 AJ8733;UTM  15      - 4,401,504.005   485,237.774   MT  0.99960268   -0 06 36.9
 AJ8733
 AJ8733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8733!SPC MO C     -   0.99996757  x   0.99997418  =   0.99994175
 AJ8733!UTM  15      -   0.99996757  x   0.99960268  =   0.99957026
 AJ8733
 AJ8733                          SUPERSEDED SURVEY CONTROL
 AJ8733
 AJ8733.No superseded survey control is available for this station.
 AJ8733
 AJ8733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE8523801504(NAD 83)
 AJ8733_MARKER: DZ = AZIMUTH MARK DISK
 AJ8733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8733_STAMPING: LACLEDE 2 1985
 AJ8733_MARK LOGO: NGS   
 AJ8733_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8733+STABILITY: SURFACE MOTION
 AJ8733
 AJ8733  HISTORY     - Date     Condition        Report By
 AJ8733  HISTORY     - 1985     MONUMENTED       NGS
 AJ8733
 AJ8733                          STATION DESCRIPTION
 AJ8733
 AJ8733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (JAO)
 AJ8733'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF BROOKFIELD, 3.2 KM
 AJ8733'(2.00 MI) SOUTH OF LACLEDE AND ON THE SOUTH RIGHT-OF-WAY OF A GRAVELED
 AJ8733'ROAD.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 136 WITH
 AJ8733'STATE HIGHWAY 5 AND 139, ABOUT 1.6 KM (1.00 MI) SOUTH OF LACLEDE, GO
 AJ8733'SOUTH ON HIGHWAY 139 FOR 1.6 KM (1.00 MI) TO A GRAVELED CROSSROAD,
 AJ8733'TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.24 KM (0.15 MI) TO
 AJ8733'THE STATION ON THE RIGHT. STATION MARKS ARE STANDARD NGS AZIMUTH MARK
 AJ8733'DISKS STAMPED LACLEDE 2 1985.  THE SURFACE DISK IS SET INTO THE TOP OF
 AJ8733'A 30 CM OR 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AJ8733'GROUND.  THE UNDERGROUND DISK IS SET INTO AN IRREGULAR MASS OF
 AJ8733'CONCRETE 0.9 M (3.0 FT) BELOW THE GROUND SURFACE. THE MARKS ARE 39.5 M
 AJ8733'(129.6 FT) EAST FROM THE CENTERLINE OF THE DRIVEWAY, 7.1 M (23.3 FT)
 AJ8733'SOUTH FROM THE CENTERLINE OF THE ROAD, 0.36 M (1.18 FT) NORTH FROM A
 AJ8733'FENCE CORNER POST AND 0.61 M (2.00 FT) NORTHWEST FROM A WITNESS POST.
 AJ8733'THE STATION WAS POSITIONED BY ELECTRONIC TRAVERSE FROM LACLEDE 2.
 AJ8733'DESCRIBED BY J A ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1320 ***********************************************************************
 KD1320  DESIGNATION -  LACLEDE 2 RM 3
 KD1320  PID         -  KD1320
 KD1320  STATE/COUNTY-  MO/LINN
 KD1320  USGS QUAD   -  LACLEDE (1984)
 KD1320
 KD1320                         *CURRENT SURVEY CONTROL
 KD1320  ___________________________________________________________________
 KD1320* NAD 83(1997)-  39 45 48.09266(N)    093 10 42.84671(W)     ADJUSTED  
 KD1320* NAVD 88     -       239.71   (meters)     786.4    (feet)  RESET     
 KD1320  ___________________________________________________________________
 KD1320  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 KD1320  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KD1320
 KD1320  HORZ ORDER  -  THIRD
 KD1320  VERT ORDER  -  THIRD
 KD1320
 KD1320.The horizontal coordinates were established by classical geodetic methods
 KD1320.and adjusted by the National Geodetic Survey in April 2002..
 KD1320
 KD1320.The orthometric height was computed from unverified reset data.
 KD1320.No vertical observational check was made to the station.
 KD1320
 KD1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1320
 KD1320.The geoid height was determined by GEOID03.
 KD1320
 KD1320;                    North         East     Units Scale Factor Converg.
 KD1320;SPC MO C     -   436,395.610   441,858.513   MT  0.99997494   -0 26 02.5
 KD1320;UTM  15      - 4,401,508.173   484,704.953   MT  0.99960288   -0 06 51.2
 KD1320
 KD1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1320!SPC MO C     -   0.99996746  x   0.99997494  =   0.99994241
 KD1320!UTM  15      -   0.99996746  x   0.99960288  =   0.99957036
 KD1320
 KD1320                          SUPERSEDED SURVEY CONTROL
 KD1320
 KD1320  NGVD 29 (02/22/06)  239.67   (m)          786.3    (f) RESET       3  
 KD1320
 KD1320.Superseded values are not recommended for survey control.
 KD1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1320.See file dsdata.txt to determine how the superseded data were derived.
 KD1320
 KD1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE8470501508(NAD 83)
 KD1320_MARKER: DR = REFERENCE MARK DISK
 KD1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1320_SP_SET: CONCRETE POST
 KD1320_STAMPING: LACLEDE 2 RM 3 1985
 KD1320_MARK LOGO: NGS   
 KD1320_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1320+STABILITY: SURFACE MOTION
 KD1320
 KD1320  HISTORY     - Date     Condition        Report By
 KD1320  HISTORY     - 1985     MONUMENTED       NGS
 KD1320  HISTORY     - 19850101 GOOD             NGS
 KD1320
 KD1320                          STATION DESCRIPTION
 KD1320
 KD1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KD1320'2.0 MI (3.2 KM) SOUTH ALONG STATE HIGHWAY 5, THEN 139, FROM LACLEDE,
 KD1320'THENCE 0.2 MI (0.3 KM) EAST ALONG A GRAVELED ROAD TO THE MARK ON THE
 KD1320'RIGHT, AT STATION LACLEDE, 45.85 FT (13.98 M) EAST FROM THE STATION,
 KD1320'79.0 NORTHEAST FROM A POWERLINE POLE, 25.0 FT (7.6 M) NORTH FROM THE
 KD1320'CENTERLINE OF THE ROAD.
 KD1320
 KD1320                          STATION RECOVERY (1985)
 KD1320
 KD1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KD1320'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED LACLEDE 2 NO 3
 KD1320'1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES
 KD1320'IN DIAMETER FLUSH WITH GROUND LOCATED 24.07 M (78.97 FT) NE FROM THE
 KD1320'POWERLINE POLE, 13.40 M (43.96 FT) E FROM THE EAST WITNESS POST AT THE
 KD1320'STATION, 7.6 M (24.9 FT) N OF THE CENTERLINE OF THE ROAD, 0.3 M (1.0
 KD1320'FT) W FROM A WITNESS POST, AND 0.2 M (0.7 FT) ABOVE LEVEL WITH THE
 KD1320'STATION.  REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED LACLEDE 2
 KD1320'NO 4 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12
 KD1320'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 17.47 M (57.32 FT) E
 KD1320'FROM THE FENCE CORNER, 6.55 M (21.49 FT) S FROM THE CENTERLINE OF THE
 KD1320'ROAD, 1.07 M (3.51 FT) E FROM THE POWER LINE POLE, AND 0.1 M (0.3 FT)
 KD1320'ABOVE LEVEL WITH THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD NGS
 KD1320'DISK STAMPED LACLEDE 2 1985, SET INTO THE TOP OF A ROUND CONCRETE
 KD1320'MONUMENT 30 CM OR 12.0 INCHES IN DIAMETER FLUSH WITH THE GROUND
 KD1320'LOCATED 39.5 M (129.6 FT) E FROM THE CENTERLINE OF A DRIVEWAY, 7.10 M
 KD1320'(23.29 FT) S FROM THE CENTERLINE OF THE ROAD, 0.36 M (1.18 FT) N FROM
 KD1320'A FENCE CORNER POST, 0.61 M (2.00 FT) NW FROM A WITNESS POST.  TO
 KD1320'REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED ROAD
 KD1320'FOR 0.32 KM (0.20 MI) TO HIGHWAY 139.  CROSS THE HIGHWAY AND CONTINUE
 KD1320'EAST ON THE GRAVELED ROAD FOR 0.24 KM (0.15 MI) TO THE MARK ON THE
 KD1320'RIGHT. THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED LACLEDE 2
 KD1320'LACLEDE 2 1985, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 M (3.6 FT)
 KD1320'BELOW THE SURFACE.  BENCH MARK F 11 1948, IS 30.039 M (98.553 FT)
 KD1320'NORTHWEST FROM THE STATION IN AZIMUTH 119-04-52 FROM SOUTH.  THESE
 KD1320'VALUES WERE OBTAINED BY GEODETIC INVERSE BECAUSE TALL CORN WAS GROWING
 KD1320'AT THE SITE AND THE PROPERTY OWNER REQUESTED IT NOT BE DESTROYED. THE
 KD1320'MARK IS A STANDARD CGS BENCH MARK DISK STAMPED F 11 1930, SET INTO THE
 KD1320'TOP OF A 36 CM OR 14 INCH SQUARE CONCRETE MONUMENT THAT IS RECESSED 25
 KD1320'CM OR 10 INCHES BELOW THE GROUND SURFACE.  IT IS 21.9 M (71.9 FT)
 KD1320'NORTH FROM THE CENTER OF THE ROAD. THE PROPERTY OWNER WAS GIVEN
 KD1320'PERMISSION TO REMOVE THE BENCH MARK IF IT EVER INTERFERES WITH HIS
 KD1320'FARMING OPERATIONS BECAUSE THE ELEVATION HAS BEEN TRANSFERRED TO
 KD1320'STATION LACLEDE 2, AND REFERENCE MARKS 3 AND 4. THE UNDERGROUND MARK
 KD1320'FOR THE STATION LACLEDE 1948, WAS LEFT IN PLACE AND IS 7.1728 M
 KD1320'(23.5328 FT) NORTHEAST OF STATION IN AZIMUTH 223-49-06 FROM SOUTH.  IT
 KD1320'IS A STANDARD CGS DISK STAMPED LACLEDE 1948, SET INTO AN IRREGULAR
 KD1320'MASS OF CONCRETE 0.61 M (2.00 FT) BELOW THE GROUND SURFACE.  THE MARK
 KD1320'IS 13.7 M (44.9 FT) NORTH FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1321 ***********************************************************************
 KD1321  DESIGNATION -  LACLEDE 2 RM 4
 KD1321  PID         -  KD1321
 KD1321  STATE/COUNTY-  MO/LINN
 KD1321  USGS QUAD   -  LACLEDE (1984)
 KD1321
 KD1321                         *CURRENT SURVEY CONTROL
 KD1321  ___________________________________________________________________
 KD1321* NAD 83(1997)-  39 45 47.61791(N)    093 10 43.60773(W)     ADJUSTED  
 KD1321* NAVD 88     -       239.40   (meters)     785.4    (feet)  RESET     
 KD1321  ___________________________________________________________________
 KD1321  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 KD1321  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KD1321
 KD1321  HORZ ORDER  -  THIRD
 KD1321  VERT ORDER  -  THIRD
 KD1321
 KD1321.The horizontal coordinates were established by classical geodetic methods
 KD1321.and adjusted by the National Geodetic Survey in April 2002..
 KD1321
 KD1321.The orthometric height was computed from unverified reset data.
 KD1321.No vertical observational check was made to the station.
 KD1321
 KD1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1321
 KD1321.The geoid height was determined by GEOID03.
 KD1321
 KD1321;                    North         East     Units Scale Factor Converg.
 KD1321;SPC MO C     -   436,381.106   441,840.289   MT  0.99997496   -0 26 03.0
 KD1321;UTM  15      - 4,401,493.573   484,686.817   MT  0.99960289   -0 06 51.7
 KD1321
 KD1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1321!SPC MO C     -   0.99996751  x   0.99997496  =   0.99994247
 KD1321!UTM  15      -   0.99996751  x   0.99960289  =   0.99957041
 KD1321
 KD1321                          SUPERSEDED SURVEY CONTROL
 KD1321
 KD1321  NGVD 29 (02/22/06)  239.37   (m)          785.3    (f) RESET       3  
 KD1321
 KD1321.Superseded values are not recommended for survey control.
 KD1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1321.See file dsdata.txt to determine how the superseded data were derived.
 KD1321
 KD1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE8468701494(NAD 83)
 KD1321_MARKER: DR = REFERENCE MARK DISK
 KD1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1321_SP_SET: CONCRETE POST
 KD1321_STAMPING: LACLEDE 2 RM 4 1985
 KD1321_MARK LOGO: NGS   
 KD1321_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1321+STABILITY: SURFACE MOTION
 KD1321
 KD1321  HISTORY     - Date     Condition        Report By
 KD1321  HISTORY     - 1985     MONUMENTED       NGS
 KD1321  HISTORY     - 19850101 GOOD             NGS
 KD1321
 KD1321                          STATION DESCRIPTION
 KD1321
 KD1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KD1321'2.0 MI (3.2 KM) SOUTH ALONG STATE HIGHWAY 5, THEN 139, FROM LACLEDE,
 KD1321'THENCE 0.2 MI (0.3 KM) EAST ALONG A GRAVELED ROAD, AT STATION LACLEDE
 KD1321'2, 50.65 FT (15.44 M) SOUTH FROM THE STATION, 21.5 FT (6.6 M) SOUTH
 KD1321'FROM THE CENTERLINE OF THE ROAD, 57.7 FT (17.6 M) EAST FROM A FENCE
 KD1321'CORNER, 3.5 FT (1.1 M) EAST FROM A POWERLINE POLE.
 KD1321
 KD1321                          STATION RECOVERY (1985)
 KD1321
 KD1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KD1321'3.2 KM (2.00 MI) SOUTH ALONG STATE HIGHWAY 5, THEN 139, FROM LACLEDE,
 KD1321'THENCE 0.32 KM (0.20 MI) EAST ALONG A GRAVELED ROAD, AT STATION
 KD1321'LACLEDE 2, 15.437 M (50.646 FT) SOUTH FROM THE STATION, 6.55 M (21.49
 KD1321'FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 17.47 M (57.32 FT) EAST
 KD1321'FROM A FENCE CORNER, 1.07 M (3.51 FT) EAST FROM A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0580 ***********************************************************************
 GG0580  DESIGNATION -  LAFLIN
 GG0580  PID         -  GG0580
 GG0580  STATE/COUNTY-  MO/NEWTON
 GG0580  USGS QUAD   -  NEOSHO WEST (1972)
 GG0580
 GG0580                         *CURRENT SURVEY CONTROL
 GG0580  ___________________________________________________________________
 GG0580* NAD 83(1997)-  36 51 04.36261(N)    094 24 54.08092(W)     ADJUSTED  
 GG0580* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 GG0580  ___________________________________________________________________
 GG0580  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 GG0580  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 GG0580
 GG0580  HORZ ORDER  -  SECOND
 GG0580
 GG0580.The horizontal coordinates were established by classical geodetic methods
 GG0580.and adjusted by the National Geodetic Survey in February 2000..
 GG0580
 GG0580.The orthometric height was scaled from a topographic map.
 GG0580
 GG0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0580
 GG0580.The geoid height was determined by GEOID03.
 GG0580
 GG0580;                    North         East     Units Scale Factor Converg.
 GG0580;SPC MO W     -    75,961.830   857,578.259   MT  0.99994188   +0 03 03.5
 GG0580;UTM  15      - 4,079,301.388   373,848.337   MT  0.99979606   -0 50 55.5
 GG0580
 GG0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0580!SPC MO W     -   0.99994694  x   0.99994188  =   0.99988882
 GG0580!UTM  15      -   0.99994694  x   0.99979606  =   0.99974301
 GG0580
 GG0580:                Primary Azimuth Mark                     Grid Az
 GG0580:SPC MO W     -  FORT CROWDER SW WATER TANK               134 50 25.4
 GG0580:UTM  15      -  FORT CROWDER SW WATER TANK               135 44 24.4
 GG0580
 GG0580|---------------------------------------------------------------------|
 GG0580| PID    Reference Object                     Distance      Geod. Az  |
 GG0580|                                                           dddmmss.s |
 GG0580| GG0575 FORT CROWDER SW WATER TANK          APPROX. 7.2 KM 1345328.9 |
 GG0580| CI1837 LAFLIN RM 1                           1.717 METERS 17916     |
 GG0580| CI1838 LAFLIN RM 2                           5.812 METERS 25201     |
 GG0580| DF8326 LAFLIN AZ MK 2                      APPROX. 1.1 KM 2712613.7 |
 GG0580| CI1836 LAFLIN AZ MK                                       2714630.7 |
 GG0580|---------------------------------------------------------------------|
 GG0580
 GG0580                          SUPERSEDED SURVEY CONTROL
 GG0580
 GG0580  NAD 83(1997)-  36 51 04.36275(N)    094 24 54.08087(W) AD(       ) 2
 GG0580  NAD 83(1997)-  36 51 04.36302(N)    094 24 54.08103(W) AD(       ) 2
 GG0580  NAD 83(1997)-  36 51 04.37239(N)    094 24 54.08437(W) AD(       ) 2
 GG0580  NAD 83(1986)-  36 51 04.37751(N)    094 24 54.08029(W) AD(       ) 2
 GG0580  NAD 27      -  36 51 04.13530(N)    094 24 53.29540(W) AD(       ) 2
 GG0580
 GG0580.Superseded values are not recommended for survey control.
 GG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0580.See file dsdata.txt to determine how the superseded data were derived.
 GG0580
 GG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7384879301(NAD 83)
 GG0580_MARKER: DS = TRIANGULATION STATION DISK
 GG0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0580_STAMPING: LAFLIN 1961
 GG0580_MARK LOGO: CGS   
 GG0580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GG0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0580+STABILITY: SURFACE MOTION
 GG0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0580+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 GG0580
 GG0580  HISTORY     - Date     Condition        Report By
 GG0580  HISTORY     - 1961     MONUMENTED       CGS
 GG0580  HISTORY     - 19840321 GOOD             NGS
 GG0580  HISTORY     - 1990     GOOD             USPSQD
 GG0580  HISTORY     - 20051010 GOOD             GEOCAC
 GG0580  HISTORY     - 20051010 POOR             GEOCAC
 GG0580
 GG0580                          STATION DESCRIPTION
 GG0580
 GG0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0580'ABOUT 3 MILES SOUTHWEST OF NEOSHO, IN THE NORTHEAST 1/4 OF
 GG0580'SEC. 34, T. 25 N., R. 32 W., AND ON THE PROPERTY OF MR.
 GG0580'LEWIS LAFLIN.  IT IS 58 FEET NORTH OF THE NORTHWEST CORNER
 GG0580'OF A CONCRETE BLOCK BUILDING, 40 FEET WEST OF THE CENTERLINE
 GG0580'OF A DRIVEWAY, 34 FEET SOUTH OF THE CENTERLINE OF A PAVED
 GG0580'ROAD AND 26 FEET NORTHWEST OF A POWER POLE.  THE MONUMENT
 GG0580'IS FLUSH AND THE DISK IS STAMPED LAFLIN 1961.
 GG0580'
 GG0580'TO REACH FROM THE NEOSHO HIGH SCHOOL IN THE SOUTHWEST PART
 GG0580'OF NEOSHO, GO SOUTH ON U.S. HIGHWAY 71 ALTERNATE FOR 0.8
 GG0580'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A PAVED
 GG0580'ROAD FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY 71.  CONTINUE
 GG0580'WEST ON THE PAVED ROAD FOR 1.35 MILES TO A BOAT WORKS ON
 GG0580'THE RIGHT AND THE STATION ON THE LEFT.
 GG0580'
 GG0580'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 GG0580'PAVED ROAD FOR 0.65 MILE TO A SERVICE STATION AND GROCERY STORE
 GG0580'AND THE AZIMUTH MARK ON THE RIGHT.
 GG0580'
 GG0580'REFERENCE MARK 1 IS 2 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GG0580'BLOCK BUILDING.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 GG0580'IS STAMPED LAFLIN NO 1 1961.
 GG0580'
 GG0580'REFERENCE MARK 2 IS 95 FEET SOUTH OF THE CENTERLINE OF THE
 GG0580'PAVED ROAD, 16 FEET NORTHWEST OF A 6 INCH APPLE TREE AND
 GG0580'2 FEET SOUTH OF THE SOUTH END OF A LARGE ADVERTISING SIGN.
 GG0580'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LAFLIN NO 2
 GG0580'1961.
 GG0580'
 GG0580'THE AZIMUTH MARK IS 92 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GG0580'OF THE SERVICE STATION AND GROCERY STORE, 38 FEET NORTH OF
 GG0580'THE CENTERLINE OF THE PAVED ROAD, 7 FEET EAST OF A FENCE
 GG0580'CORNER AND 5 FEET SOUTHEAST OF A WITNESS POST.  THE MONUMENT
 GG0580'IS FLUSH AND THE DISK IS STAMPED LAFLIN 1961.
 GG0580'
 GG0580'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0580
 GG0580                          STATION RECOVERY (1984)
 GG0580
 GG0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GG0580'THE SURFACE STATION MARK AND RMS 1 AND 2 WERE RECOVERED IN GOOD
 GG0580'CONDITOIN.  THE AZ MK WAS SEARCHED FOR BUT NOT FOUND.  THE PROPERTY
 GG0580'OWNED BELIEVES THE MARK TO STILL BE THERE BUT BURIED.  A LENGTHY
 GG0580'SEARCH PRODUCED NO RESULTS.  AN AZ MK 2 WAS ESTABLISHED THIS DATE. THE
 GG0580'DISTANCES AND DIRECTIONS TO THE RMS AGREED WITH 1961 DATA.  THE
 GG0580'PROPERTY THE STATION IS SITUATED ON IS CURRENTLY BEING OFFERED FOR
 GG0580'SACE THE PROPERTY OWNED COULD NOT BE ASCERTAINED.  A NEW DESCRIPTION
 GG0580'FOLLOWS.  THE STATION IS LOCATED ABOUT 10 1/2 MI E OF SENECA, 3 MI
 GG0580'(4.8 KM) SW OF NEOSHO, 1.35 MI (2.17 KM) W OF U.S HWY 71, AND JUST S
 GG0580'OF THE S RIGHT-OF-WAY OF A PAVED ROAD WHICH USED TO BE U.S HWY 60. IN
 GG0580'THE NE1/4, SEC 34, T25N, R32W.  TO REACH THE STATION FROM THE NEOSHO
 GG0580'HIGH SCHOOL, GO S ON NEOSHO BOULEVARD, WHICH IS ALSO BUSINESS ROUTE
 GG0580'U.S HWY, FOR 0.8 MI (1.3 KM) TO A SIDE ROAD RIGHT AT A WALMART STORE.
 GG0580'TURN RIGHT ND GO W FOR 0.3 MI (0.5 KM) TO U.S HWY 71.  CROSS THE HWY
 GG0580'AND CONTINUE W ON A PAVED ROAD FOR 1.35 MI (2.17 KM) TO THE STATION ON
 GG0580'THE LEFT AT A SMALL CONCRETE BLOCK BUILDING.
 GG0580' 
 GG0580'THE STATION IS A STANDARD CGS DISK STAMPED---LAFLIN 1961---, SET INTO
 GG0580'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 GG0580'RECESSED 2 INCHES, 5 CM, ABOVE THE GROUND.  THE STATION IS LOCATED
 GG0580'58.2 FT (17.7 M) N FROM THE NW CORNER OF A CONCRETE BLOCK BUILDING,
 GG0580'40.0 FT (12.2 M) W FROM THE CENTERLINE OF A FIELD ENTRANCE AND A GATE,
 GG0580'34.0 FT (10.4 M) S FROM THE CENTERLINE OF THE ROAD, 2.0 FT (0.6 M) SE
 GG0580'FROM A WITNESS POST, 1.8 FT (0.5 M) S FROM A FENCE.  RM NO 01, IS A
 GG0580'STANDARD CGS DISK STAMPED---LAFLIN NO 1 1961---, SET INTO THE TOP OF A
 GG0580'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 04
 GG0580'INCHES (10 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 2.0 FT (0.6
 GG0580'M) N FROM THE NW CORNER OF A CONCRETE BLOCK BUILDING.  RM NO 02, IS A
 GG0580'STANDARD CGS DISK STAMPED---LAFLIN NO 2 1961---, SET INTO THE TOP OF A
 GG0580'SQUARE CONCRETE MONUMENT, 12 INCHES, (30 CM) IN DIAMETER, PROJECTING 2
 GG0580'INCHES (5 CM) ABOVE THE GROUND. THE STATION IS LOCATED 108.0 FT (32.9
 GG0580'M) SW FROM A POWERLINE POLE, 95.0 FT (29.0 M) S FROM THE CENTERLINE OF
 GG0580'THE ROAD, 87.9 FT (26.8 M) W FROM A CATTLE PEN FENCE, 77.1 FT (23.5 M)
 GG0580'NW FROM THE NW CORNER OF A METAL CATTLE SHED.  AZ MK NK 02, IS A
 GG0580'STANDARD NGS DISK STAMPED---LAFLIN 1961 NO 2 1984---, CEMENTED INTO A
 GG0580'DRILL HOLE IN THE E END OF THE N HEADWALL OF A CONCRETE CULVERT.  THE
 GG0580'STATION IS LOCATED 23.0 FT (7.0 M) E FROM THE CENTERLINE OF THE N-
 GG0580'ROAD, 18.0 FT (5.5 M) N FROM THE CENTERLINE OF THE E-W ROAD.  TO REACH
 GG0580'THE AZ MK FROM THE STATION, GO W ON THE PAVED ROAD FOR 0.70 MI (1.13
 GG0580'KM) TO A CROSSROAD AND THE MARK ON THE N ANGLE OF THE INTERSECTION.
 GG0580
 GG0580                          STATION RECOVERY (1990)
 GG0580
 GG0580'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 GG0580'RECOVERED IN GOOD CONDITION.
 GG0580
 GG0580                          STATION RECOVERY (2005)
 GG0580
 GG0580'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GG0580'GEOCAC FIRST RECOVERY.
 GG0580'STATION IN GOOD SHAPE.
 GG0580'DID NOT SEARCH FOR REFERENCE MARKS
 GG0580'OR AZIMUTH THIS DATE.
 GG0580
 GG0580                          STATION RECOVERY (2005)
 GG0580
 GG0580'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GG0580'GEOCAC FIRST RECOVERY.
 GG0580'THE STATION APPEARS TO BE TILTED SLIGHTLY TO THE SOUTH AND EAST.
 GG0580'THERE ARE SCRAPE MARKS IN THE CONCRETE LIKE IT HAS BEEN HIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8326 ***********************************************************************
 DF8326  DESIGNATION -  LAFLIN AZ MK 2
 DF8326  PID         -  DF8326
 DF8326  STATE/COUNTY-  MO/NEWTON
 DF8326  USGS QUAD   -  NEOSHO WEST (1972)
 DF8326
 DF8326                         *CURRENT SURVEY CONTROL
 DF8326  ___________________________________________________________________
 DF8326* NAD 83(1997)-  36 51 05.28030(N)    094 25 39.71755(W)     ADJUSTED  
 DF8326* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 DF8326  ___________________________________________________________________
 DF8326  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DF8326  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DF8326
 DF8326  HORZ ORDER  -  THIRD
 DF8326
 DF8326.The horizontal coordinates were established by classical geodetic methods
 DF8326.and adjusted by the National Geodetic Survey in January 2004..
 DF8326
 DF8326.The orthometric height was scaled from a topographic map.
 DF8326
 DF8326.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8326
 DF8326.The geoid height was determined by GEOID03.
 DF8326
 DF8326;                    North         East     Units Scale Factor Converg.
 DF8326;SPC MO W     -    75,989.187   856,447.722   MT  0.99994169   +0 02 36.1
 DF8326;UTM  15      - 4,079,346.488   372,718.532   MT  0.99979958   -0 51 22.9
 DF8326
 DF8326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8326!SPC MO W     -   0.99994765  x   0.99994169  =   0.99988934
 DF8326!UTM  15      -   0.99994765  x   0.99979958  =   0.99974724
 DF8326
 DF8326                          SUPERSEDED SURVEY CONTROL
 DF8326
 DF8326.No superseded survey control is available for this station.
 DF8326
 DF8326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7271979346(NAD 83)
 DF8326_MARKER: DZ = AZIMUTH MARK DISK
 DF8326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF8326_SP_SET: HEADWALL CONCRETE CULVERT
 DF8326_STAMPING: LAFLIN 1961 NO 2 1984
 DF8326_MARK LOGO: NGS   
 DF8326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF8326+STABILITY: POSITION/ELEVATION WELL
 DF8326
 DF8326  HISTORY     - Date     Condition        Report By
 DF8326  HISTORY     - 1984     MONUMENTED       NGS
 DF8326  HISTORY     - 20050720 GOOD             GEOCAC
 DF8326
 DF8326                          STATION DESCRIPTION
 DF8326
 DF8326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DF8326'THE STATION IS LOCATED ABOUT 3 1/5 MI SW OF NEOSHO, 2 MI (3.2 KM) W OF
 DF8326'U.S HWY 71 AND ON ROAD RIGHT-OF-WAY AT AN INTERSECTION OF PAVED ROAD.
 DF8326'TO REACH THE STATION FROM THE NEOSHO HIGH SCHOOL, GO S ON NEOSHO
 DF8326'BOULEVARD, WHICH IS ALSO BUSINESS ROUTE U.S HWY 60, FOR 0.8 MI (1.3
 DF8326'KM) TO A SIDE ROAD RIGHT AT A WALMART STORE.  TURN RIGHT AND GO W ON A
 DF8326'PAVED RAOD FOR 0.3 MI (0.5 KM) TO U.S HWY 71.  CROSS THE HWY AND
 DF8326'CONTINUE W ON A PAVED ROAD, OLD U.S HWY 60, FOR 2.0 MI (3.2 KM) TO A
 DF8326'CROSS ROAD AND THE STATION IN THE NE ANGLE.  THE STATION IS A STANDARD
 DF8326'NGS DISK, STAMPED---LAFLIN 1961 NO 2 1984---CEMENTED INTO A DRILLED
 DF8326'HOLE IN THE E END OF THE N HEADWALL OF A CONCRETE CULVERT UNDER THE
 DF8326'E-W ROAD.  IT IS 23.0 FT (7.0 M) E FROM THE CENTERLINE OF THE N-S ROAD
 DF8326'AND 18.0 FT (5.5 M) N FROM THE CENTERLINE OF THE E-W ROAD.  THE
 DF8326'STATION WAS POSITIONED BY ELECTRONIC TRAVERSE FROM STATION LAFLIN.
 DF8326
 DF8326                          STATION RECOVERY (2005)
 DF8326
 DF8326'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 DF8326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ6372 ***********************************************************************
 AJ6372  DESIGNATION -  LAFONT AZ MK 3
 AJ6372  PID         -  AJ6372
 AJ6372  STATE/COUNTY-  MO/NEW MADRID
 AJ6372  USGS QUAD   -  PORTAGEVILLE (1971)
 AJ6372
 AJ6372                         *CURRENT SURVEY CONTROL
 AJ6372  ___________________________________________________________________
 AJ6372* NAD 83(1997)-  36 27 10.09451(N)    089 40 56.20508(W)     ADJUSTED  
 AJ6372* NAVD 88     -        86.5    (meters)     284.     (feet)  VERTCON   
 AJ6372  ___________________________________________________________________
 AJ6372  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AJ6372  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 AJ6372
 AJ6372  HORZ ORDER  -  THIRD
 AJ6372
 AJ6372.The horizontal coordinates were established by classical geodetic methods
 AJ6372.and adjusted by the National Geodetic Survey in November 2001..
 AJ6372
 AJ6372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ6372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ6372
 AJ6372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6372
 AJ6372.The geoid height was determined by GEOID03.
 AJ6372
 AJ6372;                    North         East     Units Scale Factor Converg.
 AJ6372;SPC MO E     -    69,043.714   323,300.794   MT  0.99999951   +0 29 09.2
 AJ6372;UTM  16      - 4,037,517.541   259,616.044   MT  1.00031200   -1 35 40.1
 AJ6372
 AJ6372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6372!SPC MO E     -   0.99999090  x   0.99999951  =   0.99999041
 AJ6372!UTM  16      -   0.99999090  x   1.00031200  =   1.00030290
 AJ6372
 AJ6372                          SUPERSEDED SURVEY CONTROL
 AJ6372
 AJ6372  NGVD 29 (11/23/01)   86.5    (m)          284.     (f) VERT ANG       
 AJ6372
 AJ6372.Superseded values are not recommended for survey control.
 AJ6372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6372.See file dsdata.txt to determine how the superseded data were derived.
 AJ6372
 AJ6372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5961637518(NAD 83)
 AJ6372_MARKER: DZ = AZIMUTH MARK DISK
 AJ6372_SETTING: 0 = UNSPECIFIED SETTING
 AJ6372_STAMPING: LAFONT 1954 NO 3 1981
 AJ6372_MARK LOGO: NGS   
 AJ6372_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ6372
 AJ6372  HISTORY     - Date     Condition        Report By
 AJ6372  HISTORY     - 1981     MONUMENTED       NGS
 AJ6372  HISTORY     - 19811028 GOOD             NGS
 AJ6372
 AJ6372                          STATION DESCRIPTION
 AJ6372
 AJ6372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AJ6372'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NE OF PORTAGEVILLE, 0.8
 AJ6372'KM (0.50 MI) N OF U.S HWY 61 AND ON THE W RIGHT-OF-WAY OF NEW MADRID
 AJ6372'COUNTY ROAD 314.  TO REACH FROM THE JUNCTION OF U.S HWY 61 AND STATE
 AJ6372'HWY 162 IN PORTAGEVILLE, GO NE ON HWY 61 FOR 2.74 KM (1.70 MI) TO A
 AJ6372'PAVED ROAD ON THE LEFT, COUNTY ROAD 314.  TURN LEFT AND GO N ON ROAD
 AJ6372'314 FOR 0.65 KM (0.40 MI) TO THE MARK ON THE LEFT, AT AN OVERHEAD
 AJ6372'POWERLINE CROSSING.  STATION IS A STANDARD NGS AZIMUTH MARK DISK,
 AJ6372'STAMPED---LAFONT 1954 NO 3 1981---, SET IN THE TOP OF A 36 CM DIAMETER
 AJ6372'CONCRETE POST THAT IS FLUSH.  IT IS 14.5 METERS (47.6 FT) NW OF THE
 AJ6372'POWERLINE CROSSING, 6.0 METERS (19.7 FT) W OF THE CENTERLINE OF THE
 AJ6372'ROAD, 0.16 METERS (0.52 FT) S OF A POWERLINE POLE AND 0.5 METERS (1.6
 AJ6372'FT) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1702 ***********************************************************************
 GD1702  DESIGNATION -  LAFONT RESET
 GD1702  PID         -  GD1702
 GD1702  STATE/COUNTY-  MO/NEW MADRID
 GD1702  USGS QUAD   -  PORTAGEVILLE (1971)
 GD1702
 GD1702                         *CURRENT SURVEY CONTROL
 GD1702  ___________________________________________________________________
 GD1702* NAD 83(1997)-  36 26 55.06162(N)    089 40 55.50845(W)     ADJUSTED  
 GD1702* NAVD 88     -        86.3    (meters)     283.     (feet)  GPS OBS   
 GD1702  ___________________________________________________________________
 GD1702  X           -      28,501.209 (meters)                     COMP
 GD1702  Y           -  -5,136,548.164 (meters)                     COMP
 GD1702  Z           -   3,768,384.890 (meters)                     COMP
 GD1702  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 GD1702  ELLIP HEIGHT-          57.80  (meters)          (02/17/00) GPS OBS
 GD1702  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GD1702
 GD1702  HORZ ORDER  -  SECOND
 GD1702  ELLP ORDER  -  FOURTH    CLASS I
 GD1702
 GD1702.The horizontal coordinates were established by classical geodetic methods
 GD1702.and adjusted by the National Geodetic Survey in February 2000..
 GD1702
 GD1702.The orthometric height was determined by GPS observations and a
 GD1702.high-resolution geoid model.
 GD1702
 GD1702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1702
 GD1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1702
 GD1702.The ellipsoidal height was determined by GPS observations
 GD1702.and is referenced to NAD 83.
 GD1702
 GD1702.The geoid height was determined by GEOID03.
 GD1702
 GD1702;                    North         East     Units Scale Factor Converg.
 GD1702;SPC MO E     -    68,580.500   323,322.071   MT  0.99999955   +0 29 09.4
 GD1702;SPC TN       -   240,904.340   269,976.060   MT  1.00000582   -2 09 20.3
 GD1702;SPC TN       -   790,366.99    885,746.46   sFT  1.00000582   -2 09 20.3
 GD1702;UTM  16      - 4,037,053.716   259,620.494   MT  1.00031197   -1 35 39.1
 GD1702
 GD1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1702!SPC MO E     -   0.99999093  x   0.99999955  =   0.99999048
 GD1702!SPC TN       -   0.99999093  x   1.00000582  =   0.99999675
 GD1702!UTM  16      -   0.99999093  x   1.00031197  =   1.00030290
 GD1702
 GD1702:                Primary Azimuth Mark                     Grid Az
 GD1702:SPC MO E     -  F 27 RESET                               041 19 15.2
 GD1702:SPC TN       -  F 27 RESET                               043 57 44.9
 GD1702:UTM  16      -  F 27 RESET                               043 24 03.7
 GD1702
 GD1702|---------------------------------------------------------------------|
 GD1702| PID    Reference Object                     Distance      Geod. Az  |
 GD1702|                                                           dddmmss.s |
 GD1702| GD0940 F 27 RESET                                         0414824.6 |
 GD1702| CG3659 LAFONT RM 2                          34.369 METERS 06910     |
 GD1702| GD1982 LAFONT RM 3                           3.157 METERS 17010     |
 GD1702| GD1705 PORTAGEVILLE SWIFT AND CO TANK      APPROX. 1.4 KM 2071341.6 |
 GD1702| GD1704 PORTAGEVILLE MUNICIPAL TANK         APPROX. 3.0 KM 2083517.5 |
 GD1702| GD1983 LAFONT RM 4                           0.415 METERS 26556     |
 GD1702| CG3658 LAFONT RM 1                          29.065 METERS 35114     |
 GD1702| AJ6372 LAFONT AZ MK 3                      463.702 METERS 3575121.8 |
 GD1702| CG3657 LAFONT AZ MK                                       3575811.7 |
 GD1702|---------------------------------------------------------------------|
 GD1702
 GD1702                          SUPERSEDED SURVEY CONTROL
 GD1702
 GD1702  NAD 83(1997)-  36 26 55.06360(N)    089 40 55.50881(W) AD(       ) 2
 GD1702  NAD 83(1997)-  36 26 55.07100(N)    089 40 55.50548(W) AD(       ) 2
 GD1702  NAD 83(1986)-  36 26 55.07219(N)    089 40 55.50723(W) AD(       ) 2
 GD1702  NAD 27      -  36 26 54.84680(N)    089 40 55.22210(W) AD(       ) 2
 GD1702  NGVD 29 (05/28/98)   86.3    (m)          283.     (f) GPS OBS        
 GD1702
 GD1702.Superseded values are not recommended for survey control.
 GD1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1702.See file dsdata.txt to determine how the superseded data were derived.
 GD1702
 GD1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5962037054(NAD 83)
 GD1702_MARKER: DS = TRIANGULATION STATION DISK
 GD1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1702_SP_SET: CONCRETE POST
 GD1702_STAMPING: LAFONT 1954 1970
 GD1702_MARK LOGO: NGS   
 GD1702_PROJECTION: FLUSH
 GD1702_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1702+STABILITY: SURFACE MOTION
 GD1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1702+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 GD1702
 GD1702  HISTORY     - Date     Condition        Report By
 GD1702  HISTORY     - 1970     MONUMENTED       NGS
 GD1702  HISTORY     - 1970     GOOD             NGS
 GD1702  HISTORY     - 19811028 GOOD             NGS
 GD1702  HISTORY     - 19910312 GOOD             NGS
 GD1702  HISTORY     - 19961101 GOOD             USE
 GD1702
 GD1702                          STATION DESCRIPTION
 GD1702
 GD1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1702'ALL MARKS AT THIS STATION WITH THE EXCEPTION OF THE STATION MARK WERE
 GD1702'FOUND COMPLETELY DESTROYED.  THE SURFACE STATION MARK WAS BADLY
 GD1702'TILTED AND WAS REMOVED AND THE UNDERGROUND STATION MARK RECOVERED
 GD1702'IN APPARENT GOOD CONDITION.  A FIRM PLUMBING BENCH WAS BUILT OVER
 GD1702'THE UNDERGROUND STATION MARK AND THE POINT HELD, AFTER WHICH THE
 GD1702'ENTIRE STATION WAS LOWERED AND A SURFACE STATION MARK SET ABOUT 18
 GD1702'INCHES BELOW THE SURFACE OF THE GROUND.  TWO NEW REFERENCE MARKS
 GD1702'NO. 3 AND NO. 4 WERE SET AND BM F27 1933 RESET 1969 IS USED AS THE
 GD1702'AZIMUTH MARK. THE STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES
 GD1702'OBSERVED USING POSITIONED INTERSECTION STATION PORTAGEVILLE,
 GD1702'MUNICIPAL WATER TANK 1929 1954 AS INITIAL.  IN CHECKING THE ANGLE
 GD1702'OBSERVED BETWEEN THE INITIAL AND PORTAGEVILLE, SWIFT AND CO.
 GD1702'WATER TANK 1954, A DISCREPANCY OF PLUS 11.6 INCHES WAS NOTED.
 GD1702'
 GD1702'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1702'
 GD1702'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF THE CENTER OF
 GD1702'THE BUSINESS DISTRICT IN PORTAGEVILLE AND ABOUT 0.1 OF A MILE NORTH
 GD1702'OF U.S. HIGHWAY 61.
 GD1702'
 GD1702'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF STATE
 GD1702'ROUTE 162 AND U.S. HIGHWAY 61 IN THE EAST SECTION OF PORTAGEVILLE,
 GD1702'GO NORTHEASTERLY ON U.S. HIGHWAY 61 FOR 1.7 MILES TO A GRAVELED T
 GD1702'ROAD LEFT NORTH.  HERE TURN LEFT ON THIS GRAVELED ROAD CROSSING
 GD1702'OVER THE RAILROAD TRACKS FOR 0.1 OF A MILE TO THE STATION ON THE
 GD1702'RIGHT IN A CULTIVATED FIELD AS DESCRIBED.
 GD1702'
 GD1702'THE STATION IS 103 FEET NORTHWEST OF THE NORTHWEST RAIL OF A
 GD1702'RAILROAD TRACK, 102 FEET NORTH OF A TELEPHONE POLE, 34 FEET EAST OF
 GD1702'THE APPROXIMATE CENTER OF A GRAVELED ROAD, 22 FEET WEST OF A GUYED
 GD1702'POWERLINE POLE, AND 13.5 FEET EAST OF A METAL WITNESS POST AND
 GD1702'SIGN.  IT IS A STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE
 GD1702'ABOUT 18 INCHES BELOW THE SURFACE OF A CULTIVATED FIELD, AND THE
 GD1702'DISK IS STAMPED LAFONT 1954 1970.
 GD1702'
 GD1702'REFERENCE MARK NO. 3 IS 52 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1702'THE GRAVELED ROAD, 27.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GD1702'RAILROAD TRACK, 3 FEET SOUTHWEST OF A TELEPHONE POLE, AND 1.0 FOOT
 GD1702'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GD1702'IN THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5
 GD1702'INCHES AND THE DISK IS STAMPED LAFONT 1954 NO 3 1970.
 GD1702'
 GD1702'REFERENCE MARK NO. 4 IS 114 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 GD1702'THE RAILROAD TRACK, 104 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 35
 GD1702'FEET WEST OF A GUYED POWERLINE POLE, 21 FEET EAST OF THE
 GD1702'APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 1.0 FOOT SOUTH OF A
 GD1702'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 GD1702'TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 GD1702'AND THE DISK IS STAMPED LAFONT 1954 NO 4 1970.
 GD1702'
 GD1702'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GD1702'REFERENCE MARK NO. 4 IS 105.82 FEET - 32.254 METERS.
 GD1702'
 GD1702'BENCH MARK F 27 1933 RESET 1969 ABOUT 0.55 MILE NORTHEAST OF THE
 GD1702'STATION WAS USED AS THE AZIMUTH MARK.  IT IS 77 FEET NORTH-NORTHEAST
 GD1702'OF A TELEPHONE POLE, 71 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GD1702'U.S. HIGHWAY 61, 48 FEET SOUTHWEST OF A TELEPHONE POLE, 43.5 FEET
 GD1702'SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD TRACK, AND 1.0
 GD1702'FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 GD1702'USC AND GS BENCH MARK DISK SET IN THE TOP OF A 12-INCH,
 GD1702'SQUARE, CONCRETE MONUMENT THAT PROJECTS 15 INCHES AND THE DISK
 GD1702'IS STAMPED F27 1933 RESET 1969.
 GD1702'
 GD1702'TO REACH BM F27 1933 RESET 1969 AZI. MRK. FROM THE STATION GO SOUTH
 GD1702'ON THE GRAVELED ROAD FOR 0.1 OF A MILE TO U.S. HIGHWAY 61.  HERE
 GD1702'TURN SHARP LEFT AND GO NORTHEASTERLY ON U.S. HIGHWAY 61 FOR 0.55 OF
 GD1702'A MILE TO THE MARK ON THE LEFT BETWEEN THE HIGHWAY AND THE
 GD1702'RAILROAD TRACK AS DESCRIBED.
 GD1702
 GD1702                          STATION RECOVERY (1970)
 GD1702
 GD1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GD1702'RECOVERED IN GOOD CONDITION.
 GD1702
 GD1702                          STATION RECOVERY (1981)
 GD1702
 GD1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GD1702'THE STATION MARK AND RM 3 AND 4 WERE RECOVERED IN GOOD CONDITION, AND
 GD1702'AS DESCRIBED IN 1970.  BENCH MARK F 27 RESET 1969 HAS BEEN DESTROYED.
 GD1702'AN AZ MK 3 WAS ESTABLISHED THIS DATE.  A DESCRIPTION FOR THE NEW AZ MK
 GD1702'FOLLOWS
 GD1702
 GD1702                          STATION RECOVERY (1991)
 GD1702
 GD1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1702'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) NORTHEAST OF
 GD1702'PORTAGEVILLE IN THE SOUTHEAST CORNER OF A CULIVATED FIELD.
 GD1702'OWNERSHIP-STEVEN EFTINK (LEASES LAND), RT 3, BOX 616, PORTAGEVILLE,
 GD1702'MO 63873.
 GD1702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 GD1702'HIGHWAY 162 IN PORTAGEVILLE, GO NORTHEAST ON U.S. HIGHWAY 61 AND
 GD1702'STATE HIGHWAY 162 FOR 1.66 KM (1.05 MI) TO WHERE STATE HIGHWAY 162
 GD1702'TURNS TO THE WEST.  CONTINUE NORTHEAST ON U.S. HIGHWAY 61 FOR 1.05 KM
 GD1702'(0.65 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON COUNTY ROAD 314
 GD1702'FOR 0.21 KM (0.15 MI) TO THE STATION ON THE RIGHT, JUST AFTER
 GD1702'CROSSING A SET OF RAILROAD TRACKS.
 GD1702'THE STATION IS LOCATED 31.6 M (103.7 FT) NORTH FROM LAFONT RM 3, 31.4
 GD1702'M (103.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD TRACKS,
 GD1702'10.4 M (34.1 FT) EAST FROM THE CENTER OF COUNTY ROAD 314, 10.2 M
 GD1702'(33.5 FT) SOUTH FROM A UTILITY POLE, 6.55 M (21.49 FT) WEST FROM A
 GD1702'UTILITY POLE, 4.35 M (14.27 FT) EAST FROM A METAL WITNESS POST AND
 GD1702'4.1 M (13.5 FT) EAST FROM LAFONT RM 4.  THE STATION IS RECESSED 45-CM
 GD1702'BELOW THE GROUND.
 GD1702'DESCRIBED BY E.J. HANSMANN.
 GD1702
 GD1702                          STATION RECOVERY (1996)
 GD1702
 GD1702'RECOVERY NOTE BY US ENGINEERS 1996 (DB)
 GD1702'MARK RESET IS 18 INCHES UNDERGROUND IN FIELD, 22 FT (6.7 M) W OF
 GD1702'POWERPOLE AND ORANGE WITNESS POST.  34 FT (10.4 M) E OF CENTERLINE OF
 GD1702'GRAVELED ROAD.  RM 4 IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0430 ***********************************************************************
 LF0430  DESIGNATION -  LAKE
 LF0430  PID         -  LF0430
 LF0430  STATE/COUNTY-  MO/HOLT
 LF0430  USGS QUAD   -  CORNING (1984)
 LF0430
 LF0430                         *CURRENT SURVEY CONTROL
 LF0430  ___________________________________________________________________
 LF0430* NAD 83(1997)-  40 12 40.43075(N)    095 26 59.31040(W)     ADJUSTED  
 LF0430* NAVD 88     -       266.154  (meters)     873.21   (feet)  ADJUSTED  
 LF0430  ___________________________________________________________________
 LF0430  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 LF0430  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LF0430  DYNAMIC HT  -         266.010 (meters)     872.73  (feet)  COMP
 LF0430  MODELED GRAV-     980,077.8   (mgal)                       NAVD 88
 LF0430
 LF0430  HORZ ORDER  -  SECOND
 LF0430  VERT ORDER  -  SECOND    CLASS 0
 LF0430
 LF0430.The horizontal coordinates were established by classical geodetic methods
 LF0430.and adjusted by the National Geodetic Survey in February 2000..
 LF0430
 LF0430.The orthometric height was determined by differential leveling
 LF0430.and adjusted by the National Geodetic Survey in June 1991..
 LF0430
 LF0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0430
 LF0430.The geoid height was determined by GEOID03.
 LF0430
 LF0430.The dynamic height is computed by dividing the NAVD 88
 LF0430.geopotential number by the normal gravity value computed on the
 LF0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0430.degrees latitude (g = 980.6199 gals.).
 LF0430
 LF0430.The modeled gravity was interpolated from observed gravity values.
 LF0430
 LF0430;                    North         East     Units Scale Factor Converg.
 LF0430;SPC MO W     -   449,353.570   769,146.796   MT  1.00002162   -0 36 47.7
 LF0430;SPC NE       -    52,149.333   887,145.317   MT  0.99991119   +3 00 55.4
 LF0430;UTM  15      - 4,454,080.631   291,520.160   MT  1.00013507   -1 34 55.9
 LF0430
 LF0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0430!SPC MO W     -   0.99996306  x   1.00002162  =   0.99998468
 LF0430!SPC NE       -   0.99996306  x   0.99991119  =   0.99987425
 LF0430!UTM  15      -   0.99996306  x   1.00013507  =   1.00009812
 LF0430
 LF0430|---------------------------------------------------------------------|
 LF0430| PID    Reference Object                     Distance      Geod. Az  |
 LF0430|                                                           dddmmss.s |
 LF0430| LF0432 LAKE RM 2                            22.320 METERS 07225     |
 LF0430| LF1342 CRAIG MUNICIPAL TANK                APPROX. 7.0 KM 1084226.4 |
 LF0430| LF0428 LAKE AZ MK                                         3514337.4 |
 LF0430| LF0431 LAKE RM 1                            26.270 METERS 35819     |
 LF0430|---------------------------------------------------------------------|
 LF0430
 LF0430                          SUPERSEDED SURVEY CONTROL
 LF0430
 LF0430  NAD 83(1997)-  40 12 40.43075(N)    095 26 59.31040(W) AD(       ) 2
 LF0430  NAD 83(1997)-  40 12 40.43074(N)    095 26 59.31039(W) AD(       ) 2
 LF0430  NAD 83(1997)-  40 12 40.43083(N)    095 26 59.31048(W) AD(       ) 2
 LF0430  NAD 83(1986)-  40 12 40.43603(N)    095 26 59.30637(W) AD(       ) 2
 LF0430  NAD 27      -  40 12 40.44400(N)    095 26 58.37500(W) AD(       ) 2
 LF0430  NGVD 29 (??/??/92)  266.061  (m)          872.90   (f) ADJ UNCH    2 0
 LF0430
 LF0430.Superseded values are not recommended for survey control.
 LF0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0430.See file dsdata.txt to determine how the superseded data were derived.
 LF0430
 LF0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9152054081(NAD 83)
 LF0430_MARKER: DS = TRIANGULATION STATION DISK
 LF0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0430_STAMPING: LAKE 1947
 LF0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0430+STABILITY: SURFACE MOTION
 LF0430
 LF0430  HISTORY     - Date     Condition        Report By
 LF0430  HISTORY     - 1947     MONUMENTED       CGS
 LF0430  HISTORY     - 1948     GOOD             NGS
 LF0430  HISTORY     - 1961     GOOD             CGS
 LF0430  HISTORY     - 1961     GOOD             NGS
 LF0430  HISTORY     - 1962     GOOD             CGS
 LF0430  HISTORY     - 19890731 MARK NOT FOUND   NGS
 LF0430
 LF0430                          STATION DESCRIPTION
 LF0430
 LF0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF0430'STATION IS LOCATED ABOUT 5 MILES WEST NORTHWEST OF CRAIG AND 2-1/2
 LF0430'MILES SOUTH OF CORNING, ON THE WEST SIDE OF MISSOURI STATE
 LF0430'ROUTE NO. 111.  STATION IS 48 FEET WEST OF THE APPROXIMATE
 LF0430'CENTERLINE OF ROUTE 111, 20 FEET WEST NORTHWEST OF A FENCECORNER,
 LF0430'18 FEET WEST OF A WITNESS POST AND 17 FEET WEST OF POWER LINE
 LF0430'POLE.  THE MARK IS ABOUT 3 INCHES UNDERGROUND AND THE DISK IS
 LF0430'STAMPED LAKE 1947.
 LF0430'
 LF0430'REFERENCE MARK NO. 1 IS 86.19 FEET NORTH NORTHEAST OF STATION, 33
 LF0430'FEET WEST OF THE APPROXIMATE CENTERLINE OF ROUTE 111 AND 2 FEET
 LF0430'WEST OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 LF0430'DISK IS STAMPED LAKE NO 1 1947.
 LF0430'
 LF0430'REFERENCE MARK NO. 2 IS 73.23 FEET EAST OF STATION, 26 FEET EAST OF
 LF0430'THE APPROXIMATE CENTERLINE OF ROUTE 111 AND 2 FEET WEST OF A
 LF0430'TELEPHONE POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LF0430'STAMPED LAKE NO 2 1947.
 LF0430'
 LF0430'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH NORTHEAST OF STATION,
 LF0430'26 FEET EAST OF THE APPROXIMATE CENTERLINE OF ROUTE 111, 2-1/2
 LF0430'FEET SOUTHWEST OF A TELEPHONE POLE AND 1.8 FEET WEST OF WITNESS
 LF0430'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LF0430'LAKE 1947.
 LF0430'
 LF0430'A TRAVERSE CONNECTION WAS MADE TO 225A (MRC) MARK WHICH IS 9.536
 LF0430'METERS (31.29 FEET) NORTHWEST OF STATION, 70 FEET WEST OF THE
 LF0430'APPROXIMATE CENTERLINE OF ROUTE 111 AND 51 FEET NORTHWEST OF
 LF0430'FENCECORNER.  THE MARK IS A BRONZE CAP SET ON A 2 INCH PIPE
 LF0430'EMBEDDED IN CONCRETE.  THE MARK PROJECTS ABOUT 8 INCHES AND IS
 LF0430'CAST U S NO.  THERE IS NO STAMPING ON THE MARK.
 LF0430'
 LF0430'TO REACH STATION FROM POST OFFICE IN CRAIG GO NORTHWEST ON MAIN
 LF0430'STREET FOR 0.5 MILE TO CROSS STREET.  TURN LEFT AND GO 0.1 MILE
 LF0430'TO MISSOURI STATE ROUTE NO. 111 AND CONTINUE WEST AND NORTH FOR
 LF0430'5.2 MILES TO STATION ON LEFT OR WEST SIDE OF ROUTE 111 AS
 LF0430'DESCRIBED.
 LF0430'
 LF0430'CONTINUE NORTH ON ROUTE 111 FOR 0.2 MILE TO AZIMUTH ON THE RIGHT
 LF0430'OR EAST SIDE OF ROUTE 111 AS DESCRIBED.
 LF0430'
 LF0430'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LF0430
 LF0430                          STATION RECOVERY (1948)
 LF0430
 LF0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0430'2.6 MI S FROM CORNING.
 LF0430'2.65 MILES SOUTH ALONG STATE HIGHWAY NO. 111 FROM THE STATION
 LF0430'AT CORNING, AT A FARMHOUSE, AT THE SOUTHEAST CORNER OF A PASTURE
 LF0430'FIELD, 47.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18.4 FEET
 LF0430'WEST OF A REFERENCE POST, 17.0 FEET WEST OF THE WEST RIGHT-OF-WAY
 LF0430'FENCE, 16.4 FEET WEST OF A POWER LINE POLE, 10.4 FEET NORTH OF
 LF0430'AN EAST-WEST FENCE, 19.2 FEET WEST-NORTHWEST OF A CORNER FENCE
 LF0430'POST, 86.1 FEET SOUTH-SOUTHWEST OF LAKE R.M. 1, 31.2 FEET
 LF0430'SOUTHEAST OF 225-A MRC, 73.0 FEET WEST OF LAKE R.M. 2, SET IN
 LF0430'THE TOP OF A CONCRETE POST AND 0.5 FOOT BELOW GROUND LEVEL.
 LF0430'NOTE-- THE MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND.
 LF0430
 LF0430                          STATION RECOVERY (1961)
 LF0430
 LF0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 LF0430'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LF0430'CONDITION.  STATION IS ON LAND OWNED BY EVERETT HOWARD AND THE
 LF0430'MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND, NOW.
 LF0430'
 LF0430'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCE AND 2 INCHES
 LF0430'BELOW THE SURFACE OF THE GROUND.
 LF0430'
 LF0430'REFERENCE MARK NO. 2 IS 2 FEET NORTHWEST OF A TELEPHONE POLE,
 LF0430'FLUSH WITH THE GROUND, AND 1 FOOT NORTH OF A NEW STEEL WITNESS
 LF0430'POST.
 LF0430'
 LF0430'AZIMUTH MARK IS 0.15 MILE NORTH OF THE STATION, 222 FEET NORTH
 LF0430'OF AN EAST-WEST FENCE, 2 INCHES BELOW THE SURFACE OF THE GROUND,
 LF0430'AND 1 FOOT SOUTH OF A NEW STEEL POST.
 LF0430'
 LF0430'225A (MO.R.C.) IS 31.29 FEET NORTHWEST OF THE STATION AND IN GOOD
 LF0430'CONDITION.
 LF0430
 LF0430                          STATION RECOVERY (1961)
 LF0430
 LF0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0430'RECOVERED IN GOOD CONDITION.
 LF0430
 LF0430                          STATION RECOVERY (1962)
 LF0430
 LF0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PEC)
 LF0430'STATION MARK WAS FOUND IN GOOD CONDITION 1 FT BELOW THE SURFACE.
 LF0430'
 LF0430'REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION
 LF0430'3 INCHES BELOW SURFACE.
 LF0430'
 LF0430'AZIMUTH MARK WAS FOUND 6 INCHES BELOW THE SURFACE IN GOOD
 LF0430'CONDITION.
 LF0430'
 LF0430'1.5 FT NW OF TELEPHONE POLE.
 LF0430'
 LF0430'ORIGINAL DESCRIPTON IS ADEQUATE.
 LF0430
 LF0430                          STATION RECOVERY (1989)
 LF0430
 LF0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0428 ***********************************************************************
 LF0428  DESIGNATION -  LAKE AZ MK
 LF0428  PID         -  LF0428
 LF0428  STATE/COUNTY-  MO/HOLT
 LF0428  USGS QUAD   -  CORNING (1984)
 LF0428
 LF0428                         *CURRENT SURVEY CONTROL
 LF0428  ___________________________________________________________________
 LF0428* NAD 83(1986)-  40 12 49.     (N)    095 27 01.     (W)     SCALED    
 LF0428* NAVD 88     -       266.725  (meters)     875.08   (feet)  ADJUSTED  
 LF0428  ___________________________________________________________________
 LF0428  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LF0428  DYNAMIC HT  -         266.581 (meters)     874.61  (feet)  COMP
 LF0428  MODELED GRAV-     980,078.0   (mgal)                       NAVD 88
 LF0428
 LF0428  VERT ORDER  -  SECOND    CLASS 0
 LF0428
 LF0428.The horizontal coordinates were scaled from a topographic map and have
 LF0428.an estimated accuracy of +/- 6 seconds.
 LF0428
 LF0428.The orthometric height was determined by differential leveling
 LF0428.and adjusted by the National Geodetic Survey in June 1991..
 LF0428
 LF0428.The geoid height was determined by GEOID03.
 LF0428
 LF0428.The dynamic height is computed by dividing the NAVD 88
 LF0428.geopotential number by the normal gravity value computed on the
 LF0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0428.degrees latitude (g = 980.6199 gals.).
 LF0428
 LF0428.The modeled gravity was interpolated from observed gravity values.
 LF0428
 LF0428;                    North         East    Units  Estimated Accuracy
 LF0428;SPC MO W     -   449,620.      769,110.      MT  (+/- 180 meters Scaled)
 LF0428
 LF0428                          SUPERSEDED SURVEY CONTROL
 LF0428
 LF0428  NGVD 29 (??/??/92)  266.633  (m)          874.78   (f) ADJ UNCH    2 0
 LF0428
 LF0428.Superseded values are not recommended for survey control.
 LF0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0428.See file dsdata.txt to determine how the superseded data were derived.
 LF0428
 LF0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE914543(NAD 83)
 LF0428_MARKER: DB = BENCH MARK DISK
 LF0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0428_STAMPING: LAKE 1947
 LF0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0428+STABILITY: SURFACE MOTION
 LF0428
 LF0428  HISTORY     - Date     Condition        Report By
 LF0428  HISTORY     - 1947     MONUMENTED       CGS
 LF0428  HISTORY     - 1948     GOOD             NGS
 LF0428  HISTORY     - 1961     GOOD             NGS
 LF0428  HISTORY     - 19890731 MARK NOT FOUND   NGS
 LF0428
 LF0428                          STATION DESCRIPTION
 LF0428
 LF0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0428'2.5 MI S FROM CORNING.
 LF0428'2.5 MILES SOUTH ALONG STATE HIGHWAY NO. 111 FROM THE STATION
 LF0428'AT CORNING, 0.15 MILE NORTH OF TRIANGULATION STATION LAKE, ALONG
 LF0428'THE WEST EDGE OF A CULTIVATED FIELD, 27.0 FEET EAST OF THE CENTER
 LF0428'LINE OF THE HIGHWAY, 2.0 FEET SOUTHWEST OF A TELEPHONE POLE,
 LF0428'1.8 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF0428'POST AND LEVEL WITH THE GROUND.  NOTE-- THIS MARK IS 1 FOOT
 LF0428'SOUTH OF A NEW STEEL WITNESS POST, AND 4 INCHES BELOW THE SURFACE
 LF0428'OF THE GROUND.
 LF0428
 LF0428                          STATION RECOVERY (1961)
 LF0428
 LF0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0428'RECOVERED IN GOOD CONDITION.
 LF0428
 LF0428                          STATION RECOVERY (1989)
 LF0428
 LF0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0431 ***********************************************************************
 LF0431  DESIGNATION -  LAKE RM 1
 LF0431  PID         -  LF0431
 LF0431  STATE/COUNTY-  MO/HOLT
 LF0431  USGS QUAD   -  CORNING (1984)
 LF0431
 LF0431                         *CURRENT SURVEY CONTROL
 LF0431  ___________________________________________________________________
 LF0431* NAD 83(1986)-  40 12 40.     (N)    095 26 59.     (W)     SCALED    
 LF0431* NAVD 88     -       266.591  (meters)     874.64   (feet)  ADJUSTED  
 LF0431  ___________________________________________________________________
 LF0431  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LF0431  DYNAMIC HT  -         266.446 (meters)     874.16  (feet)  COMP
 LF0431  MODELED GRAV-     980,077.8   (mgal)                       NAVD 88
 LF0431
 LF0431  VERT ORDER  -  SECOND    CLASS 0
 LF0431
 LF0431.The horizontal coordinates were scaled from a topographic map and have
 LF0431.an estimated accuracy of +/- 6 seconds.
 LF0431
 LF0431.The orthometric height was determined by differential leveling
 LF0431.and adjusted by the National Geodetic Survey in June 1991..
 LF0431
 LF0431.The geoid height was determined by GEOID03.
 LF0431
 LF0431.The dynamic height is computed by dividing the NAVD 88
 LF0431.geopotential number by the normal gravity value computed on the
 LF0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0431.degrees latitude (g = 980.6199 gals.).
 LF0431
 LF0431.The modeled gravity was interpolated from observed gravity values.
 LF0431
 LF0431;                    North         East    Units  Estimated Accuracy
 LF0431;SPC MO W     -   449,340.      769,150.      MT  (+/- 180 meters Scaled)
 LF0431
 LF0431                          SUPERSEDED SURVEY CONTROL
 LF0431
 LF0431  NGVD 29 (??/??/92)  266.498  (m)          874.34   (f) ADJ UNCH    2 0
 LF0431
 LF0431.Superseded values are not recommended for survey control.
 LF0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0431.See file dsdata.txt to determine how the superseded data were derived.
 LF0431
 LF0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE915540(NAD 83)
 LF0431_MARKER: DR = REFERENCE MARK DISK
 LF0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0431_STAMPING: LAKE NO 1 1947
 LF0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0431+STABILITY: SURFACE MOTION
 LF0431
 LF0431  HISTORY     - Date     Condition        Report By
 LF0431  HISTORY     - 1947     MONUMENTED       CGS
 LF0431  HISTORY     - 1948     GOOD             NGS
 LF0431  HISTORY     - 1961     GOOD             NGS
 LF0431  HISTORY     - 19890731 MARK NOT FOUND   NGS
 LF0431
 LF0431                          STATION DESCRIPTION
 LF0431
 LF0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0431'2.6 MI S FROM CORNING.
 LF0431'2.65 MILES SOUTH ALONG STATE HIGHWAY NO. 111 FROM THE STATION
 LF0431'AT CORNING, AT A FARMHOUSE, NEAR THE SOUTHEAST CORNER OF A
 LF0431'PASTURE FIELD, 86.1 FEET NORTH-NORTHEAST OF TRIANGULATION STATION
 LF0431'LAKE, 75.4 FEET NORTHEAST OF 225-A MRC, 31.0 FEET WEST OF THE
 LF0431'CENTER LINE OF THE HIGHWAY, 1.0 FOOT WEST OF THE WEST RIGHT-OF-WAY
 LF0431'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 LF0431'ABOVE THE GROUND.
 LF0431
 LF0431                          STATION RECOVERY (1961)
 LF0431
 LF0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0431'RECOVERED IN GOOD CONDITION.
 LF0431
 LF0431                          STATION RECOVERY (1989)
 LF0431
 LF0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0432 ***********************************************************************
 LF0432  DESIGNATION -  LAKE RM 2
 LF0432  PID         -  LF0432
 LF0432  STATE/COUNTY-  MO/HOLT
 LF0432  USGS QUAD   -  CORNING (1984)
 LF0432
 LF0432                         *CURRENT SURVEY CONTROL
 LF0432  ___________________________________________________________________
 LF0432* NAD 83(1986)-  40 12 40.     (N)    095 26 59.     (W)     SCALED    
 LF0432* NAVD 88     -       266.581  (meters)     874.61   (feet)  ADJUSTED  
 LF0432  ___________________________________________________________________
 LF0432  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LF0432  DYNAMIC HT  -         266.437 (meters)     874.14  (feet)  COMP
 LF0432  MODELED GRAV-     980,077.8   (mgal)                       NAVD 88
 LF0432
 LF0432  VERT ORDER  -  FIRST     CLASS II
 LF0432
 LF0432.The horizontal coordinates were scaled from a topographic map and have
 LF0432.an estimated accuracy of +/- 6 seconds.
 LF0432
 LF0432.The orthometric height was determined by differential leveling
 LF0432.and adjusted by the National Geodetic Survey in June 1991..
 LF0432
 LF0432.The geoid height was determined by GEOID03.
 LF0432
 LF0432.The dynamic height is computed by dividing the NAVD 88
 LF0432.geopotential number by the normal gravity value computed on the
 LF0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0432.degrees latitude (g = 980.6199 gals.).
 LF0432
 LF0432.The modeled gravity was interpolated from observed gravity values.
 LF0432
 LF0432;                    North         East    Units  Estimated Accuracy
 LF0432;SPC MO W     -   449,340.      769,150.      MT  (+/- 180 meters Scaled)
 LF0432
 LF0432                          SUPERSEDED SURVEY CONTROL
 LF0432
 LF0432  NGVD 29 (??/??/92)  266.488  (m)          874.30   (f) ADJ UNCH    1 2
 LF0432
 LF0432.Superseded values are not recommended for survey control.
 LF0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0432.See file dsdata.txt to determine how the superseded data were derived.
 LF0432
 LF0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE915540(NAD 83)
 LF0432_MARKER: DR = REFERENCE MARK DISK
 LF0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0432_SP_SET: CONCRETE POST
 LF0432_STAMPING: LAKE NO 2 1947
 LF0432_MARK LOGO: CGS   
 LF0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0432+STABILITY: SURFACE MOTION
 LF0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0432+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1989
 LF0432
 LF0432  HISTORY     - Date     Condition        Report By
 LF0432  HISTORY     - 1947     MONUMENTED       CGS
 LF0432  HISTORY     - 1948     GOOD             NGS
 LF0432  HISTORY     - 1961     GOOD             NGS
 LF0432  HISTORY     - 19890731 GOOD             NGS
 LF0432
 LF0432                          STATION DESCRIPTION
 LF0432
 LF0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0432'2.6 MI S FROM CORNING.
 LF0432'2.65 MILES SOUTH ALONG STATE HIGHWAY NO. 111 FROM THE STATION
 LF0432'AT CORNING, AT A FARMHOUSE, ON THE WEST EDGE OF A CULTIVATED
 LF0432'FIELD, 73.0 FEET EAST OF TRIANGULATION STATION LAKE, 27.0 FEET
 LF0432'EAST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET WEST OF A
 LF0432'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH
 LF0432'THE GROUND.  NOTE-- THIS MARK IS 2 INCHES BELOW THE SURFACE
 LF0432'OF THE GROUND, 2 FEET NORTHWEST OF A TELEPHONE POLE, AND 1 FOOT
 LF0432'NORTH OF A NEW STEEL WITNESS POST.
 LF0432
 LF0432                          STATION RECOVERY (1961)
 LF0432
 LF0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0432'RECOVERED IN GOOD CONDITION.
 LF0432
 LF0432                          STATION RECOVERY (1989)
 LF0432
 LF0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0432'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.2 KM
 LF0432'(2.60 MI) SOUTHERLY ALONG STATE HIGHWAY 111 FROM ITS JUNCTION WITH
 LF0432'THE BURLINGTON NORTHERN RAILROAD IN CORNING, 51.0 M (167.3 FT) NORTH
 LF0432'OF A UTILITY POLE, 28.5 M (93.5 FT) NORTHEAST OF THE NORTHEAST EDGE
 LF0432'OF A CONCRETE FOUNDATION OF A GRAIN BIN, 8.1 M (26.6 FT) EAST OF THE
 LF0432'CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 LF0432'LEVEL WITH THE HIGHWAY, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.09
 LF0432'M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0973 ***********************************************************************
 HE0973  DESIGNATION -  LAMAR
 HE0973  PID         -  HE0973
 HE0973  STATE/COUNTY-  MO/BARTON
 HE0973  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0973
 HE0973                         *CURRENT SURVEY CONTROL
 HE0973  ___________________________________________________________________
 HE0973* NAD 83(1997)-  37 29 23.85484(N)    094 16 53.48783(W)     ADJUSTED  
 HE0973* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 HE0973  ___________________________________________________________________
 HE0973  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 HE0973  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HE0973
 HE0973  HORZ ORDER  -  SECOND
 HE0973
 HE0973.The horizontal coordinates were established by classical geodetic methods
 HE0973.and adjusted by the National Geodetic Survey in February 2000..
 HE0973
 HE0973.The orthometric height was scaled from a topographic map.
 HE0973
 HE0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0973
 HE0973.The geoid height was determined by GEOID03.
 HE0973
 HE0973;                    North         East     Units Scale Factor Converg.
 HE0973;SPC MO W     -   146,865.484   869,320.264   MT  0.99994577   +0 07 58.7
 HE0973;UTM  15      - 4,149,998.633   386,708.326   MT  0.99975810   -0 46 48.2
 HE0973
 HE0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0973!SPC MO W     -   0.99995960  x   0.99994577  =   0.99990537
 HE0973!UTM  15      -   0.99995960  x   0.99975810  =   0.99971771
 HE0973
 HE0973|---------------------------------------------------------------------|
 HE0973| PID    Reference Object                     Distance      Geod. Az  |
 HE0973|                                                           dddmmss.s |
 HE0973| CN6549 LAMAR RM 1                           23.266 METERS 18940     |
 HE0973| HE0976 LAMAR MUNICIPAL TANK                 22.146 METERS 21530     |
 HE0973| CN6548 LAMAR AZ MK                                        2800530.5 |
 HE0973| CN6550 LAMAR RM 2                           29.221 METERS 28103     |
 HE0973|---------------------------------------------------------------------|
 HE0973
 HE0973                          SUPERSEDED SURVEY CONTROL
 HE0973
 HE0973  NAD 83(1997)-  37 29 23.85499(N)    094 16 53.48785(W) AD(       ) 2
 HE0973  NAD 83(1997)-  37 29 23.86579(N)    094 16 53.48821(W) AD(       ) 2
 HE0973  NAD 83(1986)-  37 29 23.86691(N)    094 16 53.48552(W) AD(       ) 2
 HE0973  NAD 27      -  37 29 23.69350(N)    094 16 52.67060(W) AD(       ) 2
 HE0973
 HE0973.Superseded values are not recommended for survey control.
 HE0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0973.See file dsdata.txt to determine how the superseded data were derived.
 HE0973
 HE0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8670849999(NAD 83)
 HE0973_MARKER: DS = TRIANGULATION STATION DISK
 HE0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0973
 HE0973  HISTORY     - Date     Condition        Report By
 HE0973  HISTORY     - 1960     MONUMENTED       CGS
 HE0973  HISTORY     - 1961     GOOD             MOHC
 HE0973
 HE0973                          STATION DESCRIPTION
 HE0973
 HE0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0973'THE STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION
 HE0973'OF WEST 16TH STREET AND MAPLE AVENUE IN LAMAR.  IT IS 72.74
 HE0973'FEET NORTH OF THE CENTER OF THE LAMAR MUNICIPAL WATER TANK.
 HE0973'
 HE0973'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE FOUR-WAY-STOP
 HE0973'IN LAMAR, GO WEST ON U.S. HIGHWAY 160 FOR 0.2 MILE TO MAPLE
 HE0973'AVENUE.  TURN LEFT, SOUTH, FOR 0.3 MILE TO WEST 16TH STREET.
 HE0973'TURN LEFT, EAST, FOR 0.05 MILE TO A GATE AT THE ENTRANCE
 HE0973'TO THE WATER TANK AND THE STATION.
 HE0973'
 HE0973'STATION MARKS ARE STANDARD DISKS STAMPED LAMAR 1960.  THE
 HE0973'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HE0973'THE SURFACE OF THE GROUND.  IT IS 47 FEET EAST OF THE NORTH
 HE0973'LEG OF THE WATER TANK, 44.5 FEET NORTH OF THE NORTHEAST
 HE0973'LEG OF THE WATER TANK AND 15 FEET SOUTH OF A FENCE.  THE
 HE0973'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HE0973'30 INCHES BELOW THE SURFACE OF THE GROUND.
 HE0973'
 HE0973'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAMAR NO 1
 HE0973'1960, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION
 HE0973'OF THE SOUTHEAST LEG OF THE WATER TANK.  IT IS 32 FEET SOUTH
 HE0973'OF THE NORTHEAST LEG OF THE WATER TANK AND 31 FEET NORTHEAST
 HE0973'OF THE SOUTH LEG OF THE WATER TANK.
 HE0973'
 HE0973'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAMAR NO 2 1960,
 HE0973'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HE0973'OF THE GROUND.  IT IS 64 FEET NORTH OF THE NORTHWEST LEG
 HE0973'OF THE WATER TANK AND 1.5 FEET SOUTHEAST OF THE NORTHEAST
 HE0973'FENCE CORNER.
 HE0973'
 HE0973'AZIMUTH MARK IS A STANDARD DISK STAMPED LAMAR 1960, SET
 HE0973'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 HE0973'78.5 FEET NORTH OF AN 8-INCH TREE, 53 FEET EAST OF THE CENTER
 HE0973'LINE OF U.S. HIGHWAY 71 AND 18 FEET SOUTHWEST OF A POWER POLE.
 HE0973'
 HE0973'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 HE0973'160 AND 71, 1 MILE WEST OF LAMAR, GO SOUTH ON HIGHWAY 71
 HE0973'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HE0973'
 HE0973'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HE0973
 HE0973                          STATION RECOVERY (1961)
 HE0973
 HE0973'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 HE0973'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0977 ***********************************************************************
 HE0977  DESIGNATION -  LAMAR CATHOLIC CHURCH SPIRE
 HE0977  PID         -  HE0977
 HE0977  STATE/COUNTY-  MO/BARTON
 HE0977  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0977
 HE0977                         *CURRENT SURVEY CONTROL
 HE0977  ___________________________________________________________________
 HE0977* NAD 83(1997)-  37 29 47.63101(N)    094 16 26.59429(W)     ADJUSTED  
 HE0977* NAVD 88     -                                                        
 HE0977  ___________________________________________________________________
 HE0977  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 HE0977  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HE0977
 HE0977  HORZ ORDER  -  THIRD
 HE0977
 HE0977.The horizontal coordinates were established by classical geodetic methods
 HE0977.and adjusted by the National Geodetic Survey in February 2000..
 HE0977
 HE0977
 HE0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0977
 HE0977.The geoid height was determined by GEOID03.
 HE0977
 HE0977;                    North         East     Units Scale Factor Converg.
 HE0977;SPC MO W     -   147,600.013   869,979.132   MT  0.99994609   +0 08 15.1
 HE0977;UTM  15      - 4,150,722.433   387,378.688   MT  0.99975623   -0 46 32.2
 HE0977
 HE0977                          SUPERSEDED SURVEY CONTROL
 HE0977
 HE0977  NAD 83(1997)-  37 29 47.63135(N)    094 16 26.59418(W) AD(       ) 4
 HE0977  NAD 83(1997)-  37 29 47.64011(N)    094 16 26.59399(W) AD(       ) 4
 HE0977  NAD 83(1986)-  37 29 47.64329(N)    094 16 26.59088(W) AD(       ) 4
 HE0977  NAD 27      -  37 29 47.47100(N)    094 16 25.76800(W) AD(       ) 3
 HE0977
 HE0977.Superseded values are not recommended for survey control.
 HE0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0977.See file dsdata.txt to determine how the superseded data were derived.
 HE0977
 HE0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8737950722(NAD 83)
 HE0977_MARKER: 90 = CHURCH SPIRE
 HE0977
 HE0977  HISTORY     - Date     Condition        Report By
 HE0977  HISTORY     - 1939     FIRST OBSERVED   CGS
 HE0977  HISTORY     - 1960     GOOD             CGS
 HE0977
 HE0977                          STATION DESCRIPTION
 HE0977
 HE0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HE0977'POINT OBSERVED UPON WAS THE TIP OF A SPIRE AT THE BASE OF THE
 HE0977'CROSS ON THE LAMAR CATHOLIC CHURCH, LOCATED ON THE SOUTH SIDE
 HE0977'OF TOWN.  THE SPIRE IS APPROXIMATELY 60 FEET HIGH.
 HE0977'
 HE0977'OBSERVED UPON FROM TRIANGULATION STATIONS JERICO, IRWIN AND
 HE0977'METCALF, 1934.
 HE0977
 HE0977                          STATION RECOVERY (1960)
 HE0977
 HE0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FBQ)
 HE0977'THE STATION WAS RECOVERED AS DESCRIBED, ALTHO IT IS NO LONGER
 HE0977'A PROMINENT LANDMARK, DUE TO THE GROWTH OF THE TREES IN TOWN.
 HE0977'
 HE0977'IT IS IN THE NORTHEAST ANGLE OF THE INTERSECTION OF POPLAR
 HE0977'AVE. AND EAST 17TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0978 ***********************************************************************
 HE0978  DESIGNATION -  LAMAR MO FARM ASSN GRAIN ELEV
 HE0978  PID         -  HE0978
 HE0978  STATE/COUNTY-  MO/BARTON
 HE0978  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0978
 HE0978                         *CURRENT SURVEY CONTROL
 HE0978  ___________________________________________________________________
 HE0978* NAD 83(1997)-  37 29 09.21874(N)    094 16 19.06607(W)     ADJUSTED  
 HE0978* NAVD 88     -                                                        
 HE0978  ___________________________________________________________________
 HE0978  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 HE0978  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HE0978
 HE0978  HORZ ORDER  -  THIRD
 HE0978
 HE0978.The horizontal coordinates were established by classical geodetic methods
 HE0978.and adjusted by the National Geodetic Survey in February 2000..
 HE0978
 HE0978
 HE0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0978
 HE0978.The geoid height was determined by GEOID03.
 HE0978
 HE0978;                    North         East     Units Scale Factor Converg.
 HE0978;SPC MO W     -   146,416.288   870,166.911   MT  0.99994618   +0 08 19.6
 HE0978;UTM  15      - 4,149,536.092   387,547.549   MT  0.99975576   -0 46 27.0
 HE0978
 HE0978                          SUPERSEDED SURVEY CONTROL
 HE0978
 HE0978  NAD 83(1997)-  37 29 09.21892(N)    094 16 19.06612(W) AD(       ) 4
 HE0978  NAD 83(1997)-  37 29 09.22934(N)    094 16 19.06609(W) AD(       ) 4
 HE0978  NAD 83(1986)-  37 29 09.23083(N)    094 16 19.06377(W) AD(       ) 4
 HE0978  NAD 27      -  37 29 09.05600(N)    094 16 18.25100(W) AD(       ) 3
 HE0978
 HE0978.Superseded values are not recommended for survey control.
 HE0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0978.See file dsdata.txt to determine how the superseded data were derived.
 HE0978
 HE0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8754849536(NAD 83)
 HE0978_MARKER: 65 = GRAIN ELEVATOR
 HE0978
 HE0978  HISTORY     - Date     Condition        Report By
 HE0978  HISTORY     - 1960     FIRST OBSERVED   CGS
 HE0978
 HE0978                          STATION DESCRIPTION
 HE0978
 HE0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0978'THE STATION IS THE TOP CENTER OF THE HEAD HOUSE WHICH IS
 HE0978'LOCATED IN THE SOUTH EDGE OF LAMAR, 0.4 MILE SOUTH OF U.S.
 HE0978'HIGHWAY 160 AND ALONG THE WEST SIDE OF COUNTY ROUTE KK.
 HE0978'THE ELEVATOR HAS 9 ROUND BINS 100 FEET HIGH WITH A SQUARE
 HE0978'BUILDING 60 FEET HIGH ON THE TOP OF THE 8TH BIN OF THE ELEVATOR.
 HE0978'THIS SQUARE BUILDING ATOP THE BINS IS REFERRED TO AS THE
 HE0978'HEAD HOUSE.  THE ELEVATOR IS PAINTED WHITE AND HAS AN OVERALL
 HE0978'HEIGHT OF 160 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0976 ***********************************************************************
 HE0976  DESIGNATION -  LAMAR MUNICIPAL TANK
 HE0976  PID         -  HE0976
 HE0976  STATE/COUNTY-  MO/BARTON
 HE0976  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0976
 HE0976                         *CURRENT SURVEY CONTROL
 HE0976  ___________________________________________________________________
 HE0976* NAD 83(1997)-  37 29 23.27006(N)    094 16 54.01135(W)     ADJUSTED  
 HE0976* NAVD 88     -                                                        
 HE0976  ___________________________________________________________________
 HE0976  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 HE0976  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HE0976
 HE0976  HORZ ORDER  -  THIRD
 HE0976
 HE0976.The horizontal coordinates were established by classical geodetic methods
 HE0976.and adjusted by the National Geodetic Survey in February 2000..
 HE0976
 HE0976
 HE0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0976
 HE0976.The geoid height was determined by GEOID03.
 HE0976
 HE0976;                    North         East     Units Scale Factor Converg.
 HE0976;SPC MO W     -   146,847.426   869,307.446   MT  0.99994577   +0 07 58.4
 HE0976;UTM  15      - 4,149,980.785   386,695.224   MT  0.99975813   -0 46 48.5
 HE0976
 HE0976                          SUPERSEDED SURVEY CONTROL
 HE0976
 HE0976  NAD 83(1997)-  37 29 23.27020(N)    094 16 54.01138(W) AD(       ) 4
 HE0976  NAD 83(1997)-  37 29 23.28102(N)    094 16 54.01173(W) AD(       ) 4
 HE0976  NAD 83(1986)-  37 29 23.28209(N)    094 16 54.01033(W) AD(       ) 4
 HE0976  NAD 27      -  37 29 23.11900(N)    094 16 53.18500(W) AD(       ) 3
 HE0976
 HE0976.Superseded values are not recommended for survey control.
 HE0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0976.See file dsdata.txt to determine how the superseded data were derived.
 HE0976
 HE0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8669549981(NAD 83)
 HE0976_MARKER: 53 = ELEVATED TANK
 HE0976
 HE0976  HISTORY     - Date     Condition        Report By
 HE0976  HISTORY     - 1960     FIRST OBSERVED   CGS
 HE0976
 HE0976                          STATION DESCRIPTION
 HE0976
 HE0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0976'THE STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION
 HE0976'OF WEST 16 TH. STREET AND MAPLE AVENUE IN LAMAR.
 HE0976'
 HE0976'**A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HE0976'LAMAR TO THE CENTER OF THE PIPE AT THE CENTER OF THE BASE
 HE0976'OF THE WATER TANK, DISTANCE BEING SOUTH OF STATION LAMAR.
 HE0976'THE TANK IS A METAL STRUCTURE SUPPORTED BY SIX LEGS AND
 HE0976'THE OVERALL HEIGHT IS 150 FEET.
 HE0976'
 HE0976'**STATION ADJUSTED USING OBSERVATIONS INSTEAD OF TRAVERSE
 HE0976'CONNECTION.  MEASURED DISTANCE DID NOT AGREE WITH DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2635 ***********************************************************************
 JD2635  DESIGNATION -  LAMINE RESET
 JD2635  PID         -  JD2635
 JD2635  STATE/COUNTY-  MO/COOPER
 JD2635  USGS QUAD   -  BILLINGSVILLE (1978)
 JD2635
 JD2635                         *CURRENT SURVEY CONTROL
 JD2635  ___________________________________________________________________
 JD2635* NAD 83(1997)-  38 59 07.57130(N)    092 52 13.63267(W)     ADJUSTED  
 JD2635* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 JD2635  ___________________________________________________________________
 JD2635  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JD2635  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2635
 JD2635  HORZ ORDER  -  SECOND
 JD2635
 JD2635.The horizontal coordinates were established by classical geodetic methods
 JD2635.and adjusted by the National Geodetic Survey in February 2000..
 JD2635
 JD2635.The orthometric height was scaled from a topographic map.
 JD2635
 JD2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2635
 JD2635.The geoid height was determined by GEOID03.
 JD2635
 JD2635;                    North         East     Units Scale Factor Converg.
 JD2635;SPC MO C     -   349,879.404   467,904.459   MT  0.99994601   -0 13 59.0
 JD2635;UTM  15      - 4,315,168.435   511,219.958   MT  0.99960155   +0 04 53.4
 JD2635
 JD2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2635!SPC MO C     -   0.99997014  x   0.99994601  =   0.99991615
 JD2635!UTM  15      -   0.99997014  x   0.99960155  =   0.99957170
 JD2635
 JD2635|---------------------------------------------------------------------|
 JD2635| PID    Reference Object                     Distance      Geod. Az  |
 JD2635|                                                           dddmmss.s |
 JD2635| CN6552 LAMINE RM 1                          10.363 METERS 03731     |
 JD2635| CN6553 LAMINE RM 2                          11.476 METERS 16107     |
 JD2635| CN6551 LAMINE AZ MK                                       1734435.7 |
 JD2635|---------------------------------------------------------------------|
 JD2635
 JD2635                          SUPERSEDED SURVEY CONTROL
 JD2635
 JD2635  NAD 83(1986)-  38 59 07.57909(N)    092 52 13.63610(W) AD(       ) 2
 JD2635  NAD 27      -  38 59 07.48798(N)    092 52 12.96386(W) AD(       ) 2
 JD2635
 JD2635.Superseded values are not recommended for survey control.
 JD2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2635.See file dsdata.txt to determine how the superseded data were derived.
 JD2635
 JD2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD1122015168(NAD 83)
 JD2635_MARKER: DS = TRIANGULATION STATION DISK
 JD2635_SETTING: 80 = SET IN A BOULDER
 JD2635_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 JD2635
 JD2635  HISTORY     - Date     Condition        Report By
 JD2635  HISTORY     - 1949     MONUMENTED       MRC
 JD2635
 JD2635                          STATION DESCRIPTION
 JD2635
 JD2635'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1949 (MEW)
 JD2635'THE STATION IS LOCATED ABOUT 2 AND 1/2 MILES NORTH OF LAMINE AND
 JD2635'1 MILE ABOVE THE MOUTH OF THE LAMINE RIVER ON A PROMINENT INDIAN
 JD2635'MOUND OVERLOOKING THE MISSOURI RIVER IN THE NORTHEAST 1/4 OF SEC.
 JD2635'27, T. 49 N., R. 18 W. ON LAND OWNED BY MR. MARTIN WHOSE HOUSE
 JD2635'IS ABOUT 100 YARDS SOUTH OF THE STATION.  IT IS 38 FEET EAST OF
 JD2635'A FENCE, 36 FEET NORTH OF A FENCE AND 6 FEET EAST-NORTHEAST OF
 JD2635'AN 18-INCH PINE TREE.  THE MISSOURI RIVER COMMISSION
 JD2635'ESTABLISHED THE LOCATION OF THIS STATION IN 1885.  THE MARK IS
 JD2635'A STANDARD USC AND GS BRONZE DISC SET IN A DEPRESSION IN A
 JD2635'BOULDER AND IS STAMPED LAMINE MO. R.C. 1949.
 JD2635'
 JD2635'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISC IS STAMPED
 JD2635'LAMINE MO. R.C. NO. 1 1949.
 JD2635'
 JD2635'REFERENCE MARK NO. 2 IS 1 FOOT NORTHEAST OF A NORTHEAST FENCE
 JD2635'CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED
 JD2635'LAMINE MO. R.C. NO. 2 1949.
 JD2635'
 JD2635'THE AZIMUTH MARK IS 15 FEET NORTH-NORTHEAST OF A SOUTHEAST FENCE
 JD2635'CORNER, 10 FEET WEST OF THE CENTERLINE OF TRACK ROAD AND 1 FOOT
 JD2635'WEST OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISC IS
 JD2635'STAMPED LAMINE MO. R.C. 1949 AZI.
 JD2635'
 JD2635'TO REACH THE STATION FROM THE STOPLIGHT ON U.S. HIGHWAY 40 IN
 JD2635'BOONVILLE, GO SOUTH AND WEST ON U.S. HIGHWAY 40 FOR 8.4 MILES TO
 JD2635'A JUNCTION WITH STATE HIGHWAY 41.  TURN RIGHT AND GO NORTHWEST
 JD2635'ON STATE HIGHWAY 41 FOR 1.0 MILE TO THE LAMINE POST OFFICE ON THE
 JD2635'LEFT.  CONTINUE NORTH ON STATE HIGHWAY 41 FOR 0.15 MILE TO A
 JD2635'GRAVEL ROAD STRAIGHT AHEAD.  LEAVE STATE HIGHWAY 41 AND GO NORTH
 JD2635'AND WEST ON GRAVEL ROAD FOR 1.2 MILES TO A T-ROAD RIGHT AT A
 JD2635'BRICK SCHOOL.  TURN RIGHT AND GO NORTH FOR 0.7 MILE TO FORKS.
 JD2635'TAKE THE EXTREME RIGHT FORK EAST FOR 0.75 MILE TO A SIDE ROAD
 JD2635'LEFT AT A HOUSE ON THE RIGHT.  THE AZIMUTH MARK IS ON THE
 JD2635'LEFT, 25 FEET NORTH OF THIS T-INTERSECTION.  TURN LEFT AND
 JD2635'FOLLOW TRACK ROAD FOR 0.45 MILE TO MR. MARTINS HOUSE.  PASS TO
 JD2635'THE EAST OF THE HOUSE AND GO NORTH FOR 0.05 MILE TO THE INDIAN
 JD2635'MOUND AND THE STATION AS DESCRIBED.
 JD2635'
 JD2635'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0821 ***********************************************************************
 JD0821  DESIGNATION -  LAMONTE 2 RM 3
 JD0821  PID         -  JD0821
 JD0821  STATE/COUNTY-  MO/PETTIS
 JD0821  USGS QUAD   -  LA MONTE (1973)
 JD0821
 JD0821                         *CURRENT SURVEY CONTROL
 JD0821  ___________________________________________________________________
 JD0821* NAD 83(1986)-  38 45 45.     (N)    093 25 38.     (W)     SCALED    
 JD0821* NAVD 88     -       266.36   (meters)     873.9    (feet)  RESET     
 JD0821  ___________________________________________________________________
 JD0821  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD0821
 JD0821  VERT ORDER  -  THIRD
 JD0821
 JD0821.The horizontal coordinates were scaled from a topographic map and have
 JD0821.an estimated accuracy of +/- 6 seconds.
 JD0821
 JD0821.The orthometric height was computed from unverified reset data.
 JD0821
 JD0821.The geoid height was determined by GEOID03.
 JD0821
 JD0821;                    North         East    Units  Estimated Accuracy
 JD0821;SPC MO C     -   325,480.      419,420.      MT  (+/- 180 meters Scaled)
 JD0821
 JD0821                          SUPERSEDED SURVEY CONTROL
 JD0821
 JD0821.No superseded survey control is available for this station.
 JD0821
 JD0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC628905(NAD 83)
 JD0821_MARKER: DR = REFERENCE MARK DISK
 JD0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0821_STAMPING: LAMONTE 2 NO 3 1971
 JD0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0821+STABILITY: SURFACE MOTION
 JD0821
 JD0821  HISTORY     - Date     Condition        Report By
 JD0821  HISTORY     - 1971     MONUMENTED       NGS
 JD0821
 JD0821                          STATION DESCRIPTION
 JD0821
 JD0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JD0821'0.8 MI SSW FROM LA MONTE.
 JD0821'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE MISSOURI
 JD0821'PACIFIC RAILROAD STATION AT LAMONTE, THENCE 0.15 MILE WEST
 JD0821'ALONG U.S. HIGHWAY 50 AND STATE HIGHWAY 127, AT THE JUNCTION OF
 JD0821'THESE HIGHWAYS, 157 FEET SOUTH OF THE CENTER OF THE EAST BOUND
 JD0821'LANE OF U.S. HIGHWAY 50, 93.5 FEET EAST OF THE CENTER OF STATE
 JD0821'HIGHWAY 127, 1 FOOT SOUTH OF A METAL WITNESS POST, 49.36 FEET
 JD0821'NORTHEAST OF TRIANGULATION STATION LAMONTE 2 1971, AND SET IN
 JD0821'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  SECTION
 JD0821'23, T 46N, R 23W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0822 ***********************************************************************
 JD0822  DESIGNATION -  LAMONTE 2 RM 4
 JD0822  PID         -  JD0822
 JD0822  STATE/COUNTY-  MO/PETTIS
 JD0822  USGS QUAD   -  LA MONTE (1973)
 JD0822
 JD0822                         *CURRENT SURVEY CONTROL
 JD0822  ___________________________________________________________________
 JD0822* NAD 83(1986)-  38 45 45.     (N)    093 25 38.     (W)     SCALED    
 JD0822* NAVD 88     -       266.23   (meters)     873.5    (feet)  RESET     
 JD0822  ___________________________________________________________________
 JD0822  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD0822
 JD0822  VERT ORDER  -  THIRD
 JD0822
 JD0822.The horizontal coordinates were scaled from a topographic map and have
 JD0822.an estimated accuracy of +/- 6 seconds.
 JD0822
 JD0822.The orthometric height was computed from unverified reset data.
 JD0822
 JD0822.The geoid height was determined by GEOID03.
 JD0822
 JD0822;                    North         East    Units  Estimated Accuracy
 JD0822;SPC MO C     -   325,480.      419,420.      MT  (+/- 180 meters Scaled)
 JD0822
 JD0822                          SUPERSEDED SURVEY CONTROL
 JD0822
 JD0822.No superseded survey control is available for this station.
 JD0822
 JD0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC628905(NAD 83)
 JD0822_MARKER: DR = REFERENCE MARK DISK
 JD0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0822_STAMPING: LAMONTE 2 NO 4 1971
 JD0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0822+STABILITY: SURFACE MOTION
 JD0822
 JD0822  HISTORY     - Date     Condition        Report By
 JD0822  HISTORY     - 1971     MONUMENTED       NGS
 JD0822
 JD0822                          STATION DESCRIPTION
 JD0822
 JD0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JD0822'0.8 MI SSW FROM LA MONTE.
 JD0822'ABOUT 0.85 MILES SOUTH ALONG STATE HIGHWAY 127 FROM THE MISSOURI
 JD0822'PACIFIC RAILROAD STATION AT LAMONTE, THENCE 0.15 MILE WEST ALONG
 JD0822'U.S. HIGHWAY 50 AND STATE HIGHWAY 127, AT THE JUNCTION OF THESE
 JD0822'HIGHWAYS, 97 FEET WEST OF THE NORTHWEST CORNER OF AN OLD HOUSE,
 JD0822'79.5 FEET NORTHEAST OF THE NORTH END OF A METAL PIPE CULVERT,
 JD0822'60.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 127, AND SET IN
 JD0822'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 JD0822'OF THE GROUND.  IT IS 77.65 FEET SOUTH OF TRIANGULATION STATION
 JD0822'LAMONTE 2 1971.  SECTION 23, T 46N, R 23W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0817 ***********************************************************************
 JD0817  DESIGNATION -  LAMONTE AZ MK
 JD0817  PID         -  JD0817
 JD0817  STATE/COUNTY-  MO/PETTIS
 JD0817  USGS QUAD   -  LA MONTE (1973)
 JD0817
 JD0817                         *CURRENT SURVEY CONTROL
 JD0817  ___________________________________________________________________
 JD0817* NAD 83(1986)-  38 45 46.     (N)    093 25 39.     (W)     SCALED    
 JD0817* NAVD 88     -       259.759  (meters)     852.23   (feet)  ADJUSTED  
 JD0817  ___________________________________________________________________
 JD0817  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD0817  DYNAMIC HT  -         259.583 (meters)     851.65  (feet)  COMP
 JD0817  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 JD0817
 JD0817  VERT ORDER  -  FIRST     CLASS II
 JD0817
 JD0817.The horizontal coordinates were scaled from a topographic map and have
 JD0817.an estimated accuracy of +/- 6 seconds.
 JD0817
 JD0817.The orthometric height was determined by differential leveling
 JD0817.and adjusted by the National Geodetic Survey in June 1991..
 JD0817
 JD0817.The geoid height was determined by GEOID03.
 JD0817
 JD0817.The dynamic height is computed by dividing the NAVD 88
 JD0817.geopotential number by the normal gravity value computed on the
 JD0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0817.degrees latitude (g = 980.6199 gals.).
 JD0817
 JD0817.The modeled gravity was interpolated from observed gravity values.
 JD0817
 JD0817;                    North         East    Units  Estimated Accuracy
 JD0817;SPC MO C     -   325,510.      419,390.      MT  (+/- 180 meters Scaled)
 JD0817
 JD0817                          SUPERSEDED SURVEY CONTROL
 JD0817
 JD0817  NGVD 29 (??/??/92)  259.67   (m)          851.9    (f) COMPUTED    1 2
 JD0817
 JD0817.Superseded values are not recommended for survey control.
 JD0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0817.See file dsdata.txt to determine how the superseded data were derived.
 JD0817
 JD0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC628905(NAD 83)
 JD0817_MARKER: DZ = AZIMUTH MARK DISK
 JD0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0817_STAMPING: LA MONTE 1949
 JD0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0817+STABILITY: SURFACE MOTION
 JD0817
 JD0817  HISTORY     - Date     Condition        Report By
 JD0817  HISTORY     - 1949     MONUMENTED       CGS
 JD0817  HISTORY     - 1950     GOOD             NGS
 JD0817
 JD0817                          STATION DESCRIPTION
 JD0817
 JD0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JD0817'1.5 MI SW FROM LA MONTE.
 JD0817'0.85 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE MISSOURI PACIFIC
 JD0817'RAILROAD STATION AT LA MONTE, THENCE 0.65 MILE WEST ALONG U.S.
 JD0817'HIGHWAY 50, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17
 JD0817'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING TO A
 JD0817'FARMHOUSE, 4.0 FEET WEST OF A REFERENCE POST, 1.0 FOOT SOUTH OF A
 JD0817'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 JD0817'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0816 ***********************************************************************
 JD0816  DESIGNATION -  LAMONTE RM 2
 JD0816  PID         -  JD0816
 JD0816  STATE/COUNTY-  MO/PETTIS
 JD0816  USGS QUAD   -  LA MONTE (1973)
 JD0816
 JD0816                         *CURRENT SURVEY CONTROL
 JD0816  ___________________________________________________________________
 JD0816* NAD 83(1986)-  38 45 46.     (N)    093 25 38.     (W)     SCALED    
 JD0816* NAVD 88     -       267.172  (meters)     876.55   (feet)  ADJUSTED  
 JD0816  ___________________________________________________________________
 JD0816  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD0816  DYNAMIC HT  -         266.991 (meters)     875.95  (feet)  COMP
 JD0816  MODELED GRAV-     979,944.8   (mgal)                       NAVD 88
 JD0816
 JD0816  VERT ORDER  -  FIRST     CLASS II
 JD0816
 JD0816.The horizontal coordinates were scaled from a topographic map and have
 JD0816.an estimated accuracy of +/- 6 seconds.
 JD0816
 JD0816.The orthometric height was determined by differential leveling
 JD0816.and adjusted by the National Geodetic Survey in June 1991..
 JD0816.WARNING-Repeat measurements at this control monument indicate possible
 JD0816.vertical movement.
 JD0816
 JD0816.The geoid height was determined by GEOID03.
 JD0816
 JD0816.The dynamic height is computed by dividing the NAVD 88
 JD0816.geopotential number by the normal gravity value computed on the
 JD0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0816.degrees latitude (g = 980.6199 gals.).
 JD0816
 JD0816.The modeled gravity was interpolated from observed gravity values.
 JD0816
 JD0816;                    North         East    Units  Estimated Accuracy
 JD0816;SPC MO C     -   325,510.      419,420.      MT  (+/- 180 meters Scaled)
 JD0816
 JD0816                          SUPERSEDED SURVEY CONTROL
 JD0816
 JD0816  NGVD 29 (??/??/92)  267.079  (m)          876.24   (f) ADJ UNCH    1 2
 JD0816
 JD0816.Superseded values are not recommended for survey control.
 JD0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0816.See file dsdata.txt to determine how the superseded data were derived.
 JD0816
 JD0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC628905(NAD 83)
 JD0816_MARKER: DR = REFERENCE MARK DISK
 JD0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0816_STAMPING: LA MONTE NO 2 1949
 JD0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0816+STABILITY: SURFACE MOTION
 JD0816
 JD0816  HISTORY     - Date     Condition        Report By
 JD0816  HISTORY     - 1949     MONUMENTED       CGS
 JD0816  HISTORY     - 1950     GOOD             NGS
 JD0816  HISTORY     - 1962     GOOD             NGS
 JD0816
 JD0816                          STATION DESCRIPTION
 JD0816
 JD0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JD0816'1 MI SW FROM LA MONTE.
 JD0816'0.85 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE MISSOURI PACIFIC
 JD0816'RAILROAD STATION AT LA MONTE, THENCE 0.15 MILE WEST ALONG U.S.
 JD0816'HIGHWAY 50 AND STATE HIGHWAY 127, AT THE JUNCTION OF U.S. HIGHWAY
 JD0816'50 AND STATE HIGHWAY 127, 83 FEET WEST NORTHWEST OF TRIANGULATION
 JD0816'STATION LA MONTE 1949, 30.2 FEET WEST OF THE CENTER LINE OF
 JD0816'STATE HIGHWAY 127, 2.0 FEET NORTH OF A POWER LINE POLE, 2.0 FEET
 JD0816'EAST OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 JD0816'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 JD0816
 JD0816                          STATION RECOVERY (1962)
 JD0816
 JD0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0777 ***********************************************************************
 GF0777  DESIGNATION -  LAMPE
 GF0777  PID         -  GF0777
 GF0777  STATE/COUNTY-  MO/STONE
 GF0777  USGS QUAD   -  LAMPE (1989)
 GF0777
 GF0777                         *CURRENT SURVEY CONTROL
 GF0777  ___________________________________________________________________
 GF0777* NAD 83(1997)-  36 33 47.34321(N)    093 26 16.58613(W)     ADJUSTED  
 GF0777* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 GF0777  ___________________________________________________________________
 GF0777  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 GF0777  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GF0777
 GF0777  HORZ ORDER  -  SECOND
 GF0777
 GF0777.The horizontal coordinates were established by classical geodetic methods
 GF0777.and adjusted by the National Geodetic Survey in February 2000..
 GF0777
 GF0777.The orthometric height was scaled from a topographic map.
 GF0777
 GF0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0777
 GF0777.The geoid height was determined by GEOID03.
 GF0777
 GF0777;                    North         East     Units Scale Factor Converg.
 GF0777;SPC MO C     -    81,386.512   416,041.657   MT  1.00002015   -0 33 31.6
 GF0777;SPC MO W     -    44,518.523   945,069.749   MT  1.00005249   +0 37 57.8
 GF0777;SPC AR N     -   248,336.037   271,272.050   MT  1.00008186   -0 50 12.3
 GF0777;SPC AR N     -   814,749.15    889,998.38   sFT  1.00008186   -0 50 12.3
 GF0777;UTM  15      - 4,046,502.282   460,811.875   MT  0.99961892   -0 15 39.2
 GF0777
 GF0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0777!SPC MO C     -   0.99994169  x   1.00002015  =   0.99996184
 GF0777!SPC MO W     -   0.99994169  x   1.00005249  =   0.99999418
 GF0777!SPC AR N     -   0.99994169  x   1.00008186  =   1.00002354
 GF0777!UTM  15      -   0.99994169  x   0.99961892  =   0.99956063
 GF0777
 GF0777|---------------------------------------------------------------------|
 GF0777| PID    Reference Object                     Distance      Geod. Az  |
 GF0777|                                                           dddmmss.s |
 GF0777| GF0776 WILDERNESS LOOKOUT TOWER            119.720 METERS 09925     |
 GF0777| CI1843 LAMPE RM 1                           24.300 METERS 13115     |
 GF0777| CI1842 LAMPE AZ MK                                        1880709.2 |
 GF0777| CI1844 LAMPE RM 2                           37.745 METERS 25340     |
 GF0777|---------------------------------------------------------------------|
 GF0777
 GF0777                          SUPERSEDED SURVEY CONTROL
 GF0777
 GF0777  NAD 83(1997)-  36 33 47.34339(N)    093 26 16.58618(W) AD(       ) 2
 GF0777  NAD 83(1997)-  36 33 47.34922(N)    093 26 16.58780(W) AD(       ) 2
 GF0777  NAD 83(1997)-  36 33 47.35450(N)    093 26 16.58003(W) AD(       ) 2
 GF0777  NAD 83(1986)-  36 33 47.35469(N)    093 26 16.58036(W) AD(       ) 2
 GF0777  NAD 27      -  36 33 47.12400(N)    093 26 15.90650(W) AD(       ) 2
 GF0777
 GF0777.Superseded values are not recommended for survey control.
 GF0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0777.See file dsdata.txt to determine how the superseded data were derived.
 GF0777
 GF0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6081246502(NAD 83)
 GF0777_MARKER: DS = TRIANGULATION STATION DISK
 GF0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0777
 GF0777  HISTORY     - Date     Condition        Report By
 GF0777  HISTORY     - 1961     MONUMENTED       CGS
 GF0777  HISTORY     - 1975     GOOD             NGS
 GF0777  HISTORY     - 1987     GOOD             USPSQD
 GF0777  HISTORY     - 20020919 GOOD             GEOCAC
 GF0777
 GF0777                          STATION DESCRIPTION
 GF0777
 GF0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0777'LOCATED IN THE SOUTH EDGE OF THE SMALL VILLAGE OF LAMPE IN
 GF0777'THE SW 1/4 OF SEC. 33, T-22-N, R-23-W, AND ON THE PROPERTY OF
 GF0777'THE MISSOURI CONSERVATION COMMISSION. IT IS 111 FEET EAST OF THE
 GF0777'SOUTHWEST CORNER OF A FRAME HOUSE, 18 FEET NORTH OF THE CENTERLINE
 GF0777'OF A GRAVELED ROAD, 13 FEET SOUTHWEST OF A WITNESS POST AND 12
 GF0777'FEET SOUTHEAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 GF0777'IS STAMPED LAMPE 1961.
 GF0777'
 GF0777'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 GF0777'13 AND COUNTY ROAD HH IN LAMPE, GO SOUTH ON HIGHWAY 13 FOR
 GF0777'0.05 MILE TO A SIDE ROAD LEFT AND A SIGN WILDERNESS LOOKOUT
 GF0777'TOWER.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.05
 GF0777'MILE TO THE STATION ON THE LEFT.
 GF0777'
 GF0777'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE
 GF0777'HIGHWAY 13 AND COUNTY ROAD HH, GO SOUTH ON HIGHWAY 13 FOR 0.35
 GF0777'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GF0777'
 GF0777'REFERENCE MARK 1 IS 33 FEET SOUTH OF THE CENTERLINE OF THE
 GF0777'GRAVELED ROAD, AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT
 GF0777'IS FLUSH AND THE DISK IS STAMPED LAMPE NO 1 1961.
 GF0777'
 GF0777'REFERENCE MARK 2 IS 46 FEET SOUTHEAST OF A CATTLE GUARD, 23
 GF0777'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 15 FEET
 GF0777'NORTH OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GF0777'STAMPED LAMPE NO 2 1961.
 GF0777'
 GF0777'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF THE
 GF0777'HIGHWAY, 2 FEET NORTHEAST OF A WITNESS POST AND 1 FOOT EAST OF
 GF0777'A FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GF0777'LAMPE 1961.
 GF0777'
 GF0777'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0777
 GF0777                          STATION RECOVERY (1975)
 GF0777
 GF0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GF0777'THE STATION WAS RECOVERED AS DESCRIBED IN 1961 AND ALL MARKS WERE
 GF0777'FOUND IN GOOD CONDITION.  THE 1961 DESCRIPTION IS ADEQUATE FOR
 GF0777'RECOVERY.
 GF0777'
 GF0777'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAMPE.
 GF0777
 GF0777                          STATION RECOVERY (1987)
 GF0777
 GF0777'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GF0777'RECOVERED IN GOOD CONDITION.
 GF0777
 GF0777                          STATION RECOVERY (2002)
 GF0777
 GF0777'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0506 ***********************************************************************
 LE0506  DESIGNATION -  LANCASTER MUNICIPAL TANK
 LE0506  PID         -  LE0506
 LE0506  STATE/COUNTY-  MO/SCHUYLER
 LE0506  USGS QUAD   -  LANCASTER (1979)
 LE0506
 LE0506                         *CURRENT SURVEY CONTROL
 LE0506  ___________________________________________________________________
 LE0506* NAD 83(1997)-  40 31 24.67148(N)    092 31 37.97660(W)     ADJUSTED  
 LE0506* NAVD 88     -                                                        
 LE0506  ___________________________________________________________________
 LE0506  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 LE0506  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LE0506
 LE0506  HORZ ORDER  -  THIRD
 LE0506
 LE0506.The horizontal coordinates were established by classical geodetic methods
 LE0506.and adjusted by the National Geodetic Survey in February 2000..
 LE0506
 LE0506
 LE0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0506
 LE0506.The geoid height was determined by GEOID03.
 LE0506
 LE0506;                    North         East     Units Scale Factor Converg.
 LE0506;SPC MO C     -   520,576.389   497,693.944   MT  0.99993340   -0 01 03.7
 LE0506;SPC IA S     -    58,597.358   582,431.687   MT  1.00001774   +0 38 26.8
 LE0506;UTM  15      - 4,485,972.796   540,046.913   MT  0.99961974   +0 18 25.9
 LE0506
 LE0506                          SUPERSEDED SURVEY CONTROL
 LE0506
 LE0506  NAD 83(1997)-  40 31 24.67231(N)    092 31 37.97655(W) AD(       ) 4
 LE0506  NAD 83(1986)-  40 31 24.67930(N)    092 31 37.98935(W) AD(       ) 4
 LE0506  NAD 27      -  40 31 24.56300(N)    092 31 37.31800(W) AD(       ) 3
 LE0506
 LE0506.Superseded values are not recommended for survey control.
 LE0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0506.See file dsdata.txt to determine how the superseded data were derived.
 LE0506
 LE0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE4004785973(NAD 83)
 LE0506_MARKER: 53 = ELEVATED TANK
 LE0506
 LE0506  HISTORY     - Date     Condition        Report By
 LE0506  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0506  HISTORY     - 1970     GOOD             NGS
 LE0506
 LE0506                          STATION DESCRIPTION
 LE0506
 LE0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0506'STATION IS A MEDIUM-SIZED BLACK TANK, LOCATED ABOUT 70 FEET
 LE0506'S OF CENTER LINE OF JEFFERSON STREET, AND ABOUT 45 FEET W OF
 LE0506'CENTER LINE OF GREEN STREET IN LANCASTER.  IT IS ABOUT 90 FEET IN
 LE0506'HEIGHT, AND WAS ERECTED IN 1900.
 LE0506
 LE0506                          STATION RECOVERY (1970)
 LE0506
 LE0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LE0506'THIS INTERSECTION STATION WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE1679 ***********************************************************************
 AE1679  CBN         -  This is a Cooperative Base Network Control Station.
 AE1679  DESIGNATION -  LAND SURVEY BASE
 AE1679  PID         -  AE1679
 AE1679  STATE/COUNTY-  MO/PHELPS
 AE1679  USGS QUAD   -  ROLLA (1992)
 AE1679
 AE1679                         *CURRENT SURVEY CONTROL
 AE1679  ___________________________________________________________________
 AE1679* NAD 83(1997)-  37 56 44.67021(N)    091 47 19.10579(W)     ADJUSTED  
 AE1679* NAVD 88     -       344.128  (meters)    1129.03   (feet)  ADJUSTED  
 AE1679  ___________________________________________________________________
 AE1679  X           -    -157,198.556 (meters)                     COMP
 AE1679  Y           -  -5,033,928.148 (meters)                     COMP
 AE1679  Z           -   3,900,889.191 (meters)                     COMP
 AE1679  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AE1679  ELLIP HEIGHT-         313.43  (meters)          (06/15/04) GPS OBS
 AE1679  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AE1679  DYNAMIC HT  -         343.875 (meters)    1128.20  (feet)  COMP
 AE1679  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 AE1679
 AE1679  HORZ ORDER  -  A
 AE1679  VERT ORDER  -  SECOND    CLASS II
 AE1679  ELLP ORDER  -  FOURTH    CLASS I
 AE1679
 AE1679.The horizontal coordinates were established by GPS observations
 AE1679.and adjusted by the National Geodetic Survey in July 1997..
 AE1679
 AE1679.The orthometric height was determined by differential leveling
 AE1679.and adjusted by the National Geodetic Survey in March 1998..
 AE1679
 AE1679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1679
 AE1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1679
 AE1679.The ellipsoidal height was determined by GPS observations
 AE1679.and is referenced to NAD 83.
 AE1679
 AE1679.The geoid height was determined by GEOID03.
 AE1679
 AE1679.The dynamic height is computed by dividing the NAVD 88
 AE1679.geopotential number by the normal gravity value computed on the
 AE1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1679.degrees latitude (g = 980.6199 gals.).
 AE1679
 AE1679.The modeled gravity was interpolated from observed gravity values.
 AE1679
 AE1679;                    North         East     Units Scale Factor Converg.
 AE1679;SPC MO C     -   234,648.853   562,522.689   MT  0.99998146   +0 26 14.8
 AE1679;UTM  15      - 4,200,486.896   606,434.393   MT  0.99973952   +0 44 41.8
 AE1679
 AE1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1679!SPC MO C     -   0.99995082  x   0.99998146  =   0.99993228
 AE1679!UTM  15      -   0.99995082  x   0.99973952  =   0.99969035
 AE1679
 AE1679                          SUPERSEDED SURVEY CONTROL
 AE1679
 AE1679  ELLIP H (08/28/00)  313.36   (m)                       GP(       ) 3 1
 AE1679  ELLIP H (07/24/97)  313.40   (m)                       GP(       ) 1 1
 AE1679  NAVD 88 (03/31/98)  344.13   (m)         1129.0    (f) LEVELING    3  
 AE1679
 AE1679.Superseded values are not recommended for survey control.
 AE1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1679.See file dsdata.txt to determine how the superseded data were derived.
 AE1679
 AE1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC0643400487(NAD 83)
 AE1679_MARKER: DD = SURVEY DISK
 AE1679_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AE1679_SP_SET: DNR GEOG REF SYS DISK IN FLOOR
 AE1679_STAMPING: LAND SURVEY GPS BASE 1993
 AE1679_MARK LOGO: MODNR 
 AE1679_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1679+STABILITY: POSITION/ELEVATION WELL
 AE1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1679+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 AE1679
 AE1679  HISTORY     - Date     Condition        Report By
 AE1679  HISTORY     - 1993     MONUMENTED       MODNR
 AE1679  HISTORY     - 19961119 GOOD             NGS
 AE1679  HISTORY     - 19970125 GOOD             NGS
 AE1679  HISTORY     - 19970224 GOOD             NGS
 AE1679  HISTORY     - 19970624 GOOD             NGS
 AE1679  HISTORY     - 20000516 GOOD             MODNR
 AE1679  HISTORY     - 20010501 GOOD             NGS
 AE1679  HISTORY     - 20030724 GOOD             MODNR
 AE1679  HISTORY     - 20030804 GOOD             MODNR
 AE1679
 AE1679                          STATION DESCRIPTION
 AE1679
 AE1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 AE1679'THE STATION IS LOCATED IN ROLLA, MO.  AT THE DEPARTMENT OF NATURAL
 AE1679'RESOURCES, INSIDE THE LAND SURVEY BUILDING, IN A HALLWAY UNDER A
 AE1679'SKYLIGHT, IN FRONT OF THE LADIES REST ROOM, OWNERSHIP--STATE OF
 AE1679'MISSOURI, DEPARTMENT OF NATURAL RESOURCES, LAND SURVEY PROGRAM, P.O.
 AE1679'BOX 250, ROLLA, MO.  65402.  PHONE 573-368-2300.  NOTE--CONTACT MR.
 AE1679'MIKE FLOWERS (24-HOURS IN ADVANCE) .  NOTE--THIS STATION IS A (FBN/CBN
 AE1679'STATION) .  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AE1679'HIGHWAY 44 (EXIT 184) AND STATE HIGHWAY 72 (KINGSHIGHWAY) ON THE WEST
 AE1679'SIDE OF ROLLA, GO EAST, 0.48 KM (0.30 MI) ALONG HIGHWAY 72 TO THE
 AE1679'INTERSECTION OF FAIRGROUNDS ROAD.  TURN LEFT, NORTH, 0.2 KM (0.10 MI)
 AE1679'ALONG THE ROAD TO GALE DRIVE ON THE LEFT.  TURN LEFT, WEST, 0.2 KM
 AE1679'(0.10 MI) ALONG GALE DRIVE TO THE LAND SURVEY BUILDING AND THE STATION
 AE1679'INSIDE THE BUILDING.  STATION IS 9.9 M (32.5 FT) EAST OF THE MAIN
 AE1679'ENTRANCE OF THE BUILDING, 1.4 M (4.6 FT) WEST OF THE DOOR AT THE END
 AE1679'OF THE HALL (ALSO DOORS LEADING DOWN RAMP TO MICROFILMING AND INDEXING
 AE1679'SECTION) .  BY R.G.  HAYES
 AE1679
 AE1679                          STATION RECOVERY (1997)
 AE1679
 AE1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 AE1679'THE STATION IS LOCATED IN ROLLA, MO.  AT THE DEPARTMENT OF NATURAL
 AE1679'RESOURCES, INSIDE THE LAND SURVEY BUILDING, IN A HALLWAY UNDER A
 AE1679'SKYLIGHT, IN FRONT OF THE LADIES REST ROOM, OWNERSHIP--STATE OF
 AE1679'MISSOURI, DEPARTMENT OF NATURAL RESOURCES, LAND SURVEY PROGRAM, P.O.
 AE1679'BOX 250, ROLLA, MO.  65402.  PHONE 573-368-2300.  NOTE--CONTACT MR.
 AE1679'MIKE FLOWERS (24-HOURS IN ADVANCE) .  NOTE--THIS STATION IS A (FBN/CBN
 AE1679'STATION) .  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AE1679'HIGHWAY 44 (EXIT 184) AND BUSINESS ROUTE 44 (KINGSHIGHWAY) ON THE WEST
 AE1679'SIDE OF ROLLA, GO EAST, 0.48 KM (0.30 MI) ALONG BUSINESS ROUTE 44
 AE1679'(KINGSHIGHWAY) TO THE INTERSECTION OF FAIRGROUNDS ROAD. TURN LEFT,
 AE1679'NORTH, 0.2 KM (0.10 MI) ALONG THE ROAD TO GALE DRIVE ON THE LEFT.
 AE1679'TURN LEFT, WEST, 0.2 KM (0.10 MI) ALONG GALE DRIVE TO THE LAND SURVEY
 AE1679'BUILDING AND THE STATION INSIDE THE BUILDING.  STATION IS 9.9 M (32.5
 AE1679'FT) EAST OF THE MAIN ENTRANCE OF THE BUILDING, 1.4 M (4.6 FT) WEST OF
 AE1679'THE DOOR AT THE END OF THE HALL (ALSO DOORS LEADING DOWN RAMP TO
 AE1679'MICROFILMING AND INDEXING SECTION) .  BY R.G.  HAYES
 AE1679
 AE1679                          STATION RECOVERY (1997)
 AE1679
 AE1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE1679'THE STATION IS LOCATED IN ROLLA, MO.  AT THE DEPARTMENT OF NATURAL
 AE1679'RESOURCES, INSIDE THE LAND SURVEY BUILDING, IN A HALLWAY UNDER A
 AE1679'SKYLIGHT, IN FRONT OF THE LADIES REST ROOM, OWNERSHIP--STATE OF
 AE1679'MISSOURI, DEPARTMENT OF NATURAL RESOURCES, LAND SURVEY PROGRAM, P.O.
 AE1679'BOX 250, ROLLA, MO.  65402.  PHONE 573-368-2300.  NOTE--CONTACT MR.
 AE1679'MIKE FLOWERS (24-HOURS IN ADVANCE) .  TO REACH THE STATION FROM THE
 AE1679'JUNCTION OF INTERSTATE HIGHWAY 44 (EXIT 184) AND STATE HIGHWAY 72
 AE1679'(KINGS HIGHWAY) ON THE WEST SIDE OF ROLLA, GO EAST, 0.48 KM (0.30 MI)
 AE1679'ALONG HIGHWAY 72 TO THE INTERSECTION OF FAIRGROUNDS ROAD.  TURN LEFT,
 AE1679'NORTH, 0.2 KM (0.10 MI) ALONG THE ROAD TO GALE DRIVE ON THE LEFT. TURN
 AE1679'LEFT, WEST, 0.2 KM (0.10 MI) ALONG GALE DRIVE TO THE LAND SURVEY
 AE1679'BUILDING AND THE STATION INSIDE THE BUILDING.  THE STATION IS 9.9 M
 AE1679'(32.5 FT) EAST OF THE MAIN ENTRANCE OF THE BUILDING, 1.4 M (4.6 FT)
 AE1679'WEST OF THE DOOR AT THE END OF THE HALL (ALSO DOORS LEADING DOWN RAMP
 AE1679'TO MICROFILMING AND INDEXING SECTION) .  BY R.G.  HAYES.
 AE1679
 AE1679                          STATION RECOVERY (1997)
 AE1679
 AE1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE1679'RECOVERED AS DESCRIBED.
 AE1679
 AE1679                          STATION RECOVERY (2000)
 AE1679
 AE1679'RECOVERY NOTE BY MO DEPT OF NAT RES 2000 (BC)
 AE1679'RECOVERED AS DESCRIBED.
 AE1679
 AE1679                          STATION RECOVERY (2001)
 AE1679
 AE1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRD)
 AE1679'RECOVERED IN GOOD CONDITION.
 AE1679
 AE1679                          STATION RECOVERY (2003)
 AE1679
 AE1679'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (JDP)
 AE1679'RECOVERED AS DESCRIBED.
 AE1679
 AE1679                          STATION RECOVERY (2003)
 AE1679
 AE1679'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 AE1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0555 ***********************************************************************
 JD0555  DESIGNATION -  LANE
 JD0555  PID         -  JD0555
 JD0555  STATE/COUNTY-  MO/COOPER
 JD0555  USGS QUAD   -  BUNCETON (1979)
 JD0555
 JD0555                         *CURRENT SURVEY CONTROL
 JD0555  ___________________________________________________________________
 JD0555* NAD 83(1997)-  38 47 54.62640(N)    092 51 22.21811(W)     ADJUSTED  
 JD0555* NAVD 88     -       260.906  (meters)     855.99   (feet)  ADJUSTED  
 JD0555  ___________________________________________________________________
 JD0555  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 JD0555  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0555  DYNAMIC HT  -         260.734 (meters)     855.42  (feet)  COMP
 JD0555  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 JD0555
 JD0555  HORZ ORDER  -  SECOND
 JD0555  VERT ORDER  -  SECOND    CLASS 0
 JD0555
 JD0555.The horizontal coordinates were established by classical geodetic methods
 JD0555.and adjusted by the National Geodetic Survey in February 2000..
 JD0555
 JD0555.The orthometric height was determined by differential leveling
 JD0555.and adjusted by the National Geodetic Survey in June 1991..
 JD0555
 JD0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0555
 JD0555.The geoid height was determined by GEOID03.
 JD0555
 JD0555.The dynamic height is computed by dividing the NAVD 88
 JD0555.geopotential number by the normal gravity value computed on the
 JD0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0555.degrees latitude (g = 980.6199 gals.).
 JD0555
 JD0555.The modeled gravity was interpolated from observed gravity values.
 JD0555
 JD0555;                    North         East     Units Scale Factor Converg.
 JD0555;SPC MO C     -   329,124.122   469,060.829   MT  0.99994512   -0 13 23.4
 JD0555;UTM  15      - 4,294,426.935   512,489.594   MT  0.99960192   +0 05 24.4
 JD0555
 JD0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0555!SPC MO C     -   0.99996419  x   0.99994512  =   0.99990931
 JD0555!UTM  15      -   0.99996419  x   0.99960192  =   0.99956612
 JD0555
 JD0555|---------------------------------------------------------------------|
 JD0555| PID    Reference Object                     Distance      Geod. Az  |
 JD0555|                                                           dddmmss.s |
 JD0555| JD0556 LANE RM 1                            21.784 METERS 10941     |
 JD0555| JD0552 LANE AZ MK                                         1791008.1 |
 JD0555| JD0554 LANE RM 2                            38.953 METERS 19813     |
 JD0555| JD2640 PILOT GROVE MUNICIPAL TANK          APPROX. 9.7 KM 3293037.7 |
 JD0555|---------------------------------------------------------------------|
 JD0555
 JD0555                          SUPERSEDED SURVEY CONTROL
 JD0555
 JD0555  NAD 83(1986)-  38 47 54.63578(N)    092 51 22.22108(W) AD(       ) 2
 JD0555  NAD 27      -  38 47 54.55859(N)    092 51 21.52693(W) AD(       ) 2
 JD0555  NGVD 29 (??/??/92)  260.818  (m)          855.70   (f) ADJ UNCH    2 0
 JD0555
 JD0555.Superseded values are not recommended for survey control.
 JD0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0555.See file dsdata.txt to determine how the superseded data were derived.
 JD0555
 JD0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1249094427(NAD 83)
 JD0555_MARKER: DS = TRIANGULATION STATION DISK
 JD0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0555_STAMPING: LANE 1962
 JD0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0555+STABILITY: SURFACE MOTION
 JD0555
 JD0555  HISTORY     - Date     Condition        Report By
 JD0555  HISTORY     - 1963     MONUMENTED       CGS
 JD0555  HISTORY     - 1963     GOOD             NGS
 JD0555
 JD0555                          STATION DESCRIPTION
 JD0555
 JD0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD0555'THE STATION IS 8-1/2 MILES NORTH-NORTHWEST OF SYRACUSE, 6 MILES
 JD0555'SOUTH-SOUTHEAST OF PILOT GROVE, 3 MILES WEST-NORTHWEST OF
 JD0555'BUNCETON, 0.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 5 AND
 JD0555'COUNTY ROUTE J, 0.05 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY
 JD0555'5 AND COUNTY ROUTE E, ON THE WEST SIDE OF STATE HIGHWAY 5 AND
 JD0555'NEAR THE EAST EDGE OF A FARM RESIDENCE OWNED BY MR. ALLEN LANE.
 JD0555'
 JD0555'TO REACH THE STATION FROM THE POST OFFICE IN SYRACUSE, DRIVE EAST
 JD0555'ON U.S. HIGHWAY 50 FOR 0.8 MILE TO ITS JUNCTION WITH STATE
 JD0555'HIGHWAY 5 ON THE LEFT.  TURN LEFT, PASS UNDER A RAILROAD
 JD0555'UNDERPASS AND DRIVE NORTH ON STATE HIGHWAY 5 FOR 7.8 MILES TO
 JD0555'A SIDE ROAD ON THE RIGHT.  CONTINUE NORTH ON THE STATE HIGHWAY
 JD0555'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, NEAR THE EAST
 JD0555'RIGHT-OF-WAY FENCE.  CONTINUE NORTH ON THE STATE HIGHWAY FOR
 JD0555'1.0 MILE TO ITS JUNCTION WITH COUNTY ROUTE J ON THE RIGHT.
 JD0555'CONTINUE NORTH ON THE STATE HIGHWAY FOR 0.2 MILE TO A SUMMIT OF
 JD0555'A RISE OF LAND AND A FARM HOUSE AND THE STATION ON THE LEFT.
 JD0555'
 JD0555'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 JD0555'STAMPED LANE 1962.  THE UNDERGROUND-STATION MARK IS SET IN THE
 JD0555'TOP OF A MASS OF CONCRETE 52 INCHES BELOW THE SURFACE OF THE
 JD0555'GROUND.  THE SURFACE-STATION MARK IS SET IN THE TOP OF A
 JD0555'CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER, FLUSH
 JD0555'WITH THE SURFACE OF THE GROUND.  IT IS 43.0 FEET WEST OF THE
 JD0555'CENTER OF STATE HIGHWAY 5, 40.0 FEET SOUTH OF A FENCE CORNER
 JD0555'AND 27.0 FEET SOUTH OF THE CENTER OF THE FARM RESIDENCE
 JD0555'ENTRANCE ROAD.
 JD0555'
 JD0555'REFERENCE MARK 1, A STANDARD DISK STAMPED LANE NO 1 1962, IS SET
 JD0555'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 JD0555'DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 JD0555'IS 28.0 FEET EAST OF THE CENTER OF STATE HIGHWAY 5, 38.0 FEET
 JD0555'SOUTH OF THE CENTER OF A WOODEN GATE, 4.5 FEET WEST OF THE EAST
 JD0555'HIGHWAY RIGHT-OF-WAY FENCE AND 1.5 FEET SOUTH OF A METAL
 JD0555'WITNESS POST WITH SIGN ATTACHED.
 JD0555'
 JD0555'REFERENCE MARK 2, A STANDARD DISK STAMPED LANE NO 2 1962, IS
 JD0555'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 JD0555'IN DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 JD0555'GROUND.  IT IS 45.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 5,
 JD0555'19.0 FEET EAST OF A FENCE CORNER AND 2.0 FEET EAST OF A POWER
 JD0555'POLE.
 JD0555'
 JD0555'THE AZIMUTH MARK, A STANDARD DISK STAMPED LANE 1962, IS SET IN
 JD0555'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 JD0555'DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 JD0555'25.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 5, 2.5 FEET
 JD0555'WEST-SOUTHWEST OF POWER POLE C12-80, 2.0 FEET NORTH OF A METAL
 JD0555'WITNESS POST WITH SIGN ATTACHED AND 1.0 FOOT WEST OF THE EAST
 JD0555'RIGHT-OF-WAY FENCE.
 JD0555
 JD0555                          STATION RECOVERY (1963)
 JD0555
 JD0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD0555'10.1 MI N FROM SYRACUSE.
 JD0555'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0555'THE STATION AT SYRACUSE, THENCE 9.3 MILES NORTH ALONG STATE HIGHWAY
 JD0555'5, ON THE CREST OF A HILL AND IN A FARMYARD, NEAR THE JUNCTION
 JD0555'OF COUNTY ROAD E, 43 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JD0555'420 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD E, 71.6 FEET
 JD0555'WEST ACROSS THE HIGHWAY FROM R.M. 1, 134 FEET NORTH-NORTHEAST
 JD0555'OF R.M. 2, 26.5 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY,
 JD0555'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 JD0555'TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0552 ***********************************************************************
 JD0552  DESIGNATION -  LANE AZ MK
 JD0552  PID         -  JD0552
 JD0552  STATE/COUNTY-  MO/COOPER
 JD0552  USGS QUAD   -  BUNCETON (1979)
 JD0552
 JD0552                         *CURRENT SURVEY CONTROL
 JD0552  ___________________________________________________________________
 JD0552* NAD 83(1986)-  38 46 55.     (N)    092 51 20.     (W)     SCALED    
 JD0552* NAVD 88     -       255.736  (meters)     839.03   (feet)  ADJUSTED  
 JD0552  ___________________________________________________________________
 JD0552  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0552  DYNAMIC HT  -         255.567 (meters)     838.47  (feet)  COMP
 JD0552  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 JD0552
 JD0552  VERT ORDER  -  SECOND    CLASS 0
 JD0552
 JD0552.The horizontal coordinates were scaled from a topographic map and have
 JD0552.an estimated accuracy of +/- 6 seconds.
 JD0552
 JD0552.The orthometric height was determined by differential leveling
 JD0552.and adjusted by the National Geodetic Survey in June 1991..
 JD0552
 JD0552.The geoid height was determined by GEOID03.
 JD0552
 JD0552.The dynamic height is computed by dividing the NAVD 88
 JD0552.geopotential number by the normal gravity value computed on the
 JD0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0552.degrees latitude (g = 980.6199 gals.).
 JD0552
 JD0552.The modeled gravity was interpolated from observed gravity values.
 JD0552
 JD0552;                    North         East    Units  Estimated Accuracy
 JD0552;SPC MO C     -   327,290.      469,110.      MT  (+/- 180 meters Scaled)
 JD0552
 JD0552                          SUPERSEDED SURVEY CONTROL
 JD0552
 JD0552  NGVD 29 (??/??/92)  255.646  (m)          838.73   (f) ADJ UNCH    2 0
 JD0552
 JD0552.Superseded values are not recommended for survey control.
 JD0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0552.See file dsdata.txt to determine how the superseded data were derived.
 JD0552
 JD0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC125925(NAD 83)
 JD0552_MARKER: DZ = AZIMUTH MARK DISK
 JD0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0552_STAMPING: LANE 1962
 JD0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0552+STABILITY: SURFACE MOTION
 JD0552
 JD0552  HISTORY     - Date     Condition        Report By
 JD0552  HISTORY     - 1962     MONUMENTED       CGS
 JD0552  HISTORY     - 1963     GOOD             NGS
 JD0552
 JD0552                          STATION DESCRIPTION
 JD0552
 JD0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0552'8.9 MI N FROM SYRACUSE.
 JD0552'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0552'THE STATION AT SYRACUSE, THENCE 8.1 MILES NORTH ALONG STATE
 JD0552'HIGHWAY 5, 0.1 MILE NORTH OF THE T-JUNCTION OF A ROAD LEADING
 JD0552'EAST, ACROSS THE HIGHWAY FROM A T-FENCE CORNER, 29.6 FEET EAST
 JD0552'OF THE CENTERLINE OF THE HIGHWAY, 2.3 FEET NORTHWEST ACROSS
 JD0552'A FENCE FROM POWER POLE NO. C 12-80, 1.0 FOOT WEST OF A FENCE,
 JD0552'1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 JD0552'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0556 ***********************************************************************
 JD0556  DESIGNATION -  LANE RM 1
 JD0556  PID         -  JD0556
 JD0556  STATE/COUNTY-  MO/COOPER
 JD0556  USGS QUAD   -  BUNCETON (1979)
 JD0556
 JD0556                         *CURRENT SURVEY CONTROL
 JD0556  ___________________________________________________________________
 JD0556* NAD 83(1986)-  38 47 54.     (N)    092 51 22.     (W)     SCALED    
 JD0556* NAVD 88     -       261.184  (meters)     856.90   (feet)  ADJUSTED  
 JD0556  ___________________________________________________________________
 JD0556  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0556  DYNAMIC HT  -         261.012 (meters)     856.34  (feet)  COMP
 JD0556  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 JD0556
 JD0556  VERT ORDER  -  SECOND    CLASS 0
 JD0556
 JD0556.The horizontal coordinates were scaled from a topographic map and have
 JD0556.an estimated accuracy of +/- 6 seconds.
 JD0556
 JD0556.The orthometric height was determined by differential leveling
 JD0556.and adjusted by the National Geodetic Survey in June 1991..
 JD0556
 JD0556.The geoid height was determined by GEOID03.
 JD0556
 JD0556.The dynamic height is computed by dividing the NAVD 88
 JD0556.geopotential number by the normal gravity value computed on the
 JD0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0556.degrees latitude (g = 980.6199 gals.).
 JD0556
 JD0556.The modeled gravity was interpolated from observed gravity values.
 JD0556
 JD0556;                    North         East    Units  Estimated Accuracy
 JD0556;SPC MO C     -   329,110.      469,070.      MT  (+/- 180 meters Scaled)
 JD0556
 JD0556                          SUPERSEDED SURVEY CONTROL
 JD0556
 JD0556  NGVD 29 (??/??/92)  261.096  (m)          856.61   (f) ADJ UNCH    2 0
 JD0556
 JD0556.Superseded values are not recommended for survey control.
 JD0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0556.See file dsdata.txt to determine how the superseded data were derived.
 JD0556
 JD0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC124944(NAD 83)
 JD0556_MARKER: DR = REFERENCE MARK DISK
 JD0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0556_STAMPING: LANE NO 1 1962
 JD0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0556+STABILITY: SURFACE MOTION
 JD0556
 JD0556  HISTORY     - Date     Condition        Report By
 JD0556  HISTORY     - 1962     MONUMENTED       CGS
 JD0556  HISTORY     - 1963     GOOD             NGS
 JD0556
 JD0556                          STATION DESCRIPTION
 JD0556
 JD0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0556'10.1 MI N FROM SYRACUSE.
 JD0556'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0556'THE STATION AT SYRACUSE, THENCE 9.3 MILES NORTH ALONG STATE
 JD0556'HIGHWAY 5, 2896 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JD0556'137.0 FEET NORTHEAST ACROSS THE HIGHWAY FROM R.M. 2, 71.6 FEET
 JD0556'EAST ACROSS THE HIGHWAY FROM THE STATION MARK, 4.3 FEET
 JD0556'WEST OF A FENCE, 1.3 FEET NORTH OF A TELEPHONE POLE BRACED
 JD0556'BY A GUY WIRE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 JD0556'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0556'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0554 ***********************************************************************
 JD0554  DESIGNATION -  LANE RM 2
 JD0554  PID         -  JD0554
 JD0554  STATE/COUNTY-  MO/COOPER
 JD0554  USGS QUAD   -  BUNCETON (1979)
 JD0554
 JD0554                         *CURRENT SURVEY CONTROL
 JD0554  ___________________________________________________________________
 JD0554* NAD 83(1986)-  38 47 54.     (N)    092 51 22.     (W)     SCALED    
 JD0554* NAVD 88     -       260.967  (meters)     856.19   (feet)  ADJUSTED  
 JD0554  ___________________________________________________________________
 JD0554  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0554  DYNAMIC HT  -         260.796 (meters)     855.63  (feet)  COMP
 JD0554  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 JD0554
 JD0554  VERT ORDER  -  SECOND    CLASS 0
 JD0554
 JD0554.The horizontal coordinates were scaled from a topographic map and have
 JD0554.an estimated accuracy of +/- 6 seconds.
 JD0554
 JD0554.The orthometric height was determined by differential leveling
 JD0554.and adjusted by the National Geodetic Survey in June 1991..
 JD0554
 JD0554.The geoid height was determined by GEOID03.
 JD0554
 JD0554.The dynamic height is computed by dividing the NAVD 88
 JD0554.geopotential number by the normal gravity value computed on the
 JD0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0554.degrees latitude (g = 980.6199 gals.).
 JD0554
 JD0554.The modeled gravity was interpolated from observed gravity values.
 JD0554
 JD0554;                    North         East    Units  Estimated Accuracy
 JD0554;SPC MO C     -   329,110.      469,070.      MT  (+/- 180 meters Scaled)
 JD0554
 JD0554                          SUPERSEDED SURVEY CONTROL
 JD0554
 JD0554  NGVD 29 (??/??/92)  260.879  (m)          855.90   (f) ADJ UNCH    2 0
 JD0554
 JD0554.Superseded values are not recommended for survey control.
 JD0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0554.See file dsdata.txt to determine how the superseded data were derived.
 JD0554
 JD0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC124944(NAD 83)
 JD0554_MARKER: DR = REFERENCE MARK DISK
 JD0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0554_STAMPING: LANE NO 2 1962
 JD0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0554+STABILITY: SURFACE MOTION
 JD0554
 JD0554  HISTORY     - Date     Condition        Report By
 JD0554  HISTORY     - 1962     MONUMENTED       CGS
 JD0554  HISTORY     - 1963     GOOD             NGS
 JD0554
 JD0554                          STATION DESCRIPTION
 JD0554
 JD0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0554'10.1 MI N FROM SYRACUSE.
 JD0554'ABOUT 0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0554'THE STATION AT SYRACUSE, THENCE 9.3 MILES NORTH ALONG STATE
 JD0554'HIGHWAY 5, 46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JD0554'137 FEET SOUTHWEST ACROSS THE HIGHWAY FROM R.M. 1, 134 FEET
 JD0554'SOUTH-SOUTHWEST OF THE STATION MARK, 1.7 FEET EAST OF A POWER
 JD0554'POLE BRACED BY A GUY WIRE, ABOUT 2 FEET BELOW THE LEVEL OF THE
 JD0554'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0554'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1360 ***********************************************************************
 LF1360  DESIGNATION -  LANGDON
 LF1360  PID         -  LF1360
 LF1360  STATE/COUNTY-  MO/ATCHISON
 LF1360  USGS QUAD   -  ROCK PORT (1981)
 LF1360
 LF1360                         *CURRENT SURVEY CONTROL
 LF1360  ___________________________________________________________________
 LF1360* NAD 83(1997)-  40 22 31.46209(N)    095 31 55.16890(W)     ADJUSTED  
 LF1360* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 LF1360  ___________________________________________________________________
 LF1360  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 LF1360  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LF1360
 LF1360  HORZ ORDER  -  SECOND
 LF1360
 LF1360.The horizontal coordinates were established by classical geodetic methods
 LF1360.and adjusted by the National Geodetic Survey in February 2000..
 LF1360
 LF1360.The orthometric height was scaled from a topographic map.
 LF1360
 LF1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1360
 LF1360.The geoid height was determined by GEOID03.
 LF1360
 LF1360;                    North         East     Units Scale Factor Converg.
 LF1360;SPC MO W     -   467,661.188   762,363.150   MT  1.00003568   -0 40 06.8
 LF1360;SPC NE       -    69,988.221   879,217.643   MT  0.99985134   +2 57 39.4
 LF1360;UTM  15      - 4,472,502.805   285,046.812   MT  1.00016880   -1 38 27.0
 LF1360
 LF1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1360!SPC MO W     -   0.99995032  x   1.00003568  =   0.99998600
 LF1360!SPC NE       -   0.99995032  x   0.99985134  =   0.99980167
 LF1360!UTM  15      -   0.99995032  x   1.00016880  =   1.00011912
 LF1360
 LF1360|---------------------------------------------------------------------|
 LF1360| PID    Reference Object                     Distance      Geod. Az  |
 LF1360|                                                           dddmmss.s |
 LF1360| CL7269 LANGDON RM 2                         17.903 METERS 11340     |
 LF1360| LF1363 LANGDON 2 AZ MK                     APPROX. 0.9 KM 2050656.0 |
 LF1360| LF1364 LANGDON 2                           349.597 METERS 24027     |
 LF1360| CL7267 LANGDON AZ MK                                      3463042.2 |
 LF1360| CL7268 LANGDON RM 1                         20.830 METERS 35727     |
 LF1360|---------------------------------------------------------------------|
 LF1360
 LF1360                          SUPERSEDED SURVEY CONTROL
 LF1360
 LF1360  NAD 83(1997)-  40 22 31.46209(N)    095 31 55.16890(W) AD(       ) 2
 LF1360  NAD 83(1997)-  40 22 31.46209(N)    095 31 55.16890(W) AD(       ) 2
 LF1360  NAD 83(1997)-  40 22 31.46209(N)    095 31 55.16893(W) AD(       ) 2
 LF1360  NAD 83(1986)-  40 22 31.46807(N)    095 31 55.16414(W) AD(       ) 2
 LF1360  NAD 27      -  40 22 31.46500(N)    095 31 54.22400(W) AD(       ) 2
 LF1360
 LF1360.Superseded values are not recommended for survey control.
 LF1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1360.See file dsdata.txt to determine how the superseded data were derived.
 LF1360
 LF1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8504772503(NAD 83)
 LF1360_MARKER: P = PIPE CAP
 LF1360_SETTING: 0 = UNSPECIFIED SETTING
 LF1360
 LF1360  HISTORY     - Date     Condition        Report By
 LF1360  HISTORY     - 1947     MONUMENTED       MORC
 LF1360  HISTORY     - 1962     GOOD             MOHC
 LF1360  HISTORY     - 1971     GOOD             NGS
 LF1360
 LF1360                          STATION DESCRIPTION
 LF1360
 LF1360'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (GLS)
 LF1360'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF ROCKPORT, AND
 LF1360'ABOUT 4 MILES SOUTHEAST OF PHELPS CITY, ON A HIGH KNOLL
 LF1360'OVERLOOKING THE MISSOURI RIVER VALLEY.  IT IS A MISSOURI RIVER
 LF1360'COMMISSION CAP, WHICH IS BOLTED ON THE TOP OF A 4 INCH PIPE, AND
 LF1360'PROJECTS 18 INCHES.  THE CAP IS NOT STAMPED.
 LF1360'
 LF1360'REFERENCE MARK NO. 1 IS 68.34 FEET NORTHEAST OF THE STATION, ON
 LF1360'THE TOP OF ANOTHER SMALL KNOLL.  THE DISK IS STAMPED LANGDON MRC
 LF1360'NO 1 1947 AND IS SET FLUSH.
 LF1360'
 LF1360'REFERENCE MARK NO. 2 IS 58.74 FEET SOUTHEAST OF THE STATION, ON
 LF1360'THE EAST SLOPE OF THE HILL.  THE DISK IS STAMPED LANGDON MRC NO 2
 LF1360'1947 AND IS SET FLUSH.
 LF1360'
 LF1360'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH OF THE STATION,
 LF1360'ON THE SAME RIDGE.  IT IS 60 FEET SOUTH OF A FENCE, 35 FEET WEST
 LF1360'OF ANOTHER FENCE, 4 FEET SOUTH OF A 12 INCH OAK TREE, AND 2 FEET
 LF1360'SOUTH OF A WITNESS POST.  THE DISK IS STAMPED LANGDON MRC 1947 AND
 LF1360'PROJECTS 4 INCHES.
 LF1360'
 LF1360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 275 AND
 LF1360'STATE ROUTE 111 IN ROCKPORT, GO SOUTH ON ROUTE 111 FOR 3.55 MILES
 LF1360'TO THE JUNCTION WITH COUNTY ROUTE E.  CONTINUE STRAIGHT AHEAD ON
 LF1360'COUNTY ROUTE E FOR 0.05 MILE TO A CROSSROADS.  TURN RIGHT AND GO
 LF1360'0.5 MILE TO A FORKS.  TAKE THE RIGHT FORK FOR 0.05 MILE TO A
 LF1360'WIRE GATE ON THE RIGHT.  FROM HERE THE STATION IS ON HIGHEST
 LF1360'POINT OF THE BARE KNOLL TO THE EAST.  PACK UP THE HILL EASTERLY,
 LF1360'FOLLOWING AN OLD TRACK ROAD, TO THE TOP OF THE SADDLE.
 LF1360'TURN LEFT, NORTH, UP THE RIDGE TO THE HIGHEST POINT AND THE
 LF1360'STATION AS DESCRIBED.
 LF1360'
 LF1360'OBSERVATIONS TAKEN FROM A 4 FOOT STAND AND A 64 FOOT STEEL TOWER.
 LF1360'
 LF1360'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE
 LF1360'TOP OF THE RIDGE FOR APPROXIMATELY 0.3 MILE AND THE MARK AS
 LF1360'DESCRIBED.
 LF1360
 LF1360                          STATION RECOVERY (1962)
 LF1360
 LF1360'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1962 (PEC)
 LF1360'STATION MARK WAS FOUND IN GOOD CONDITION.
 LF1360'
 LF1360'REFERENCE MARKS NO. 1 AND NO. 2 FOUND IN GOOD CONDITION.  ALSO
 LF1360'THE AZIMUTH MARK, ALTHOUGH THESE MARKS ARE NOT STAMPED M R C AS
 LF1360'STATED IN THE DESCRIPTION.  ORIGINAL DESCRIPTION IS ADEQUATE.
 LF1360
 LF1360                          STATION RECOVERY (1971)
 LF1360
 LF1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LF1360'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LF1360'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LF1360'THE DIRECTION TO REFERENCE MARK NO. 1 CHECKED BUT THE DIRECTION TO
 LF1360'REFERENCE MARK NO. 2 FAILED TO CHECK BY 3 MINUTES 05 SECONDS.  DUE
 LF1360'TO STRONG WIND ON THE RIVER BLUFF, THE MEASUREMENTS TO THE
 LF1360'REFERENCE MARKS WERE NOT CHECKED.
 LF1360'
 LF1360'DUE TO ROAD CONSTRUCTION, THE RIVER BLUFF AT THE STATION SITE
 LF1360'WILL BE USED FOR FILL DIRT ON INTERSTATE HIGHWAY 29.  AT THE
 LF1360'REQUEST OF THE MISSOURI STATE HIGHWAY DEPARTMENT, ALL MARKS WERE
 LF1360'MOVED OFF OF THE BLUFF.  THE STATION MARK AND ALL MARKS WERE LEFT
 LF1360'IN PLACE AND WILL BE DESTROYED WHEN THE BLUFF IS REMOVED.
 LF1360'
 LF1360'LANGDON (MORC) 2 WAS ESTABLISHED SOUTHWEST OF THE ORIGINAL STATION
 LF1360'AND THE DISTANCE WAS MEASURED WITH A D10-DISTOMAT NO. 10134 AND
 LF1360'RANGER LASER NO. 22, BOTH MEASUREMENTS WERE MEANED.
 LF1360'
 LF1360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES
 LF1360'SOUTH OF ROCKPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1363 ***********************************************************************
 LF1363  DESIGNATION -  LANGDON 2 AZ MK
 LF1363  PID         -  LF1363
 LF1363  STATE/COUNTY-  MO/ATCHISON
 LF1363  USGS QUAD   -  LANGDON (1984)
 LF1363
 LF1363                         *CURRENT SURVEY CONTROL
 LF1363  ___________________________________________________________________
 LF1363* NAD 83(1997)-  40 22 04.07631(N)    095 32 11.95232(W)     ADJUSTED  
 LF1363* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 LF1363  ___________________________________________________________________
 LF1363  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 LF1363  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LF1363
 LF1363  HORZ ORDER  -  THIRD
 LF1363
 LF1363.The horizontal coordinates were established by classical geodetic methods
 LF1363.and adjusted by the National Geodetic Survey in February 2000..
 LF1363.No horizontal observational check was made to the station.
 LF1363
 LF1363.The orthometric height was scaled from a topographic map.
 LF1363
 LF1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1363
 LF1363.The geoid height was determined by GEOID03.
 LF1363
 LF1363;                    North         East     Units Scale Factor Converg.
 LF1363;SPC MO W     -   466,821.132   761,957.339   MT  1.00003656   -0 40 17.3
 LF1363;SPC NE       -    69,124.320   878,865.889   MT  0.99985394   +2 57 28.2
 LF1363;UTM  15      - 4,471,669.645   284,626.750   MT  1.00017102   -1 38 37.0
 LF1363
 LF1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1363!SPC MO W     -   0.99995032  x   1.00003656  =   0.99998688
 LF1363!SPC NE       -   0.99995032  x   0.99985394  =   0.99980427
 LF1363!UTM  15      -   0.99995032  x   1.00017102  =   1.00012134
 LF1363
 LF1363:                Primary Azimuth Mark                     Grid Az
 LF1363:SPC MO W     -  LANGDON 2                                008 26 43.6
 LF1363:SPC NE       -  LANGDON 2                                004 48 58.1
 LF1363:UTM  15      -  LANGDON 2                                009 25 03.3
 LF1363
 LF1363|---------------------------------------------------------------------|
 LF1363| PID    Reference Object                     Distance      Geod. Az  |
 LF1363|                                                           dddmmss.s |
 LF1363| LF1364 LANGDON 2                           APPROX. 0.7 KM 0074626.3 |
 LF1363|---------------------------------------------------------------------|
 LF1363
 LF1363                          SUPERSEDED SURVEY CONTROL
 LF1363
 LF1363  NAD 83(1997)-  40 22 04.07631(N)    095 32 11.95232(W) AD(       ) 3
 LF1363  NAD 83(1997)-  40 22 04.07632(N)    095 32 11.95231(W) AD(       ) 3
 LF1363  NAD 83(1997)-  40 22 04.07632(N)    095 32 11.95235(W) AD(       ) 3
 LF1363  NAD 83(1986)-  40 22 04.08231(N)    095 32 11.94760(W) AD(       ) 3
 LF1363  NAD 27      -  40 22 04.07884(N)    095 32 11.00640(W) AD(       ) 3
 LF1363
 LF1363.Superseded values are not recommended for survey control.
 LF1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1363.See file dsdata.txt to determine how the superseded data were derived.
 LF1363
 LF1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8462771670(NAD 83)
 LF1363_MARKER: DZ = AZIMUTH MARK DISK
 LF1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1363+STABILITY: SURFACE MOTION
 LF1363
 LF1363  HISTORY     - Date     Condition        Report By
 LF1363  HISTORY     - 1971     MONUMENTED       NGS
 LF1363
 LF1363                          STATION DESCRIPTION
 LF1363
 LF1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LF1363'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF ROCKPORT, 4 MILES
 LF1363'SOUTHEAST OF PHELPS CITY, ON LAND OWNED BY MR. TED MILLSAP.
 LF1363'
 LF1363'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND CASS STREETS
 LF1363'IN ROCKPORT, GO SOUTH ON STATE HIGHWAY 111 FOR 3.25 MILES TO A
 LF1363'ROAD FORK.  KEEP RIGHT AND GO WEST ON STATE ROAD E FOR 0.05 MILE
 LF1363'TO A CROSSROAD.  CONTINUE WEST ON STATE ROAD E FOR 0.4 MILE  TO
 LF1363'THE AZIMUTH MARK ON THE RIGHT.
 LF1363'
 LF1363'AZIMUTH MARK, A STANDARD DISK STAMPED LANGDON MORC 2 1971, IS SET
 LF1363'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 LF1363'33.5 FEET NORTH OF THE CENTER OF STATE ROAD E, 1.5 FEET EAST OF A
 LF1363'METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0894 ***********************************************************************
 GE0894  DESIGNATION -  LANTON
 GE0894  PID         -  GE0894
 GE0894  STATE/COUNTY-  MO/HOWELL
 GE0894  USGS QUAD   -  SALEM KNOB (1984)
 GE0894
 GE0894                         *CURRENT SURVEY CONTROL
 GE0894  ___________________________________________________________________
 GE0894* NAD 83(1997)-  36 29 56.56043(N)    091 49 30.27506(W)     ADJUSTED  
 GE0894* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 GE0894  ___________________________________________________________________
 GE0894  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 GE0894  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 GE0894
 GE0894  HORZ ORDER  -  THIRD
 GE0894
 GE0894.The horizontal coordinates were established by classical geodetic methods
 GE0894.and adjusted by the National Geodetic Survey in February 2000..
 GE0894
 GE0894.The orthometric height was scaled from a topographic map.
 GE0894
 GE0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0894
 GE0894.The geoid height was determined by GEOID03.
 GE0894
 GE0894;                    North         East     Units Scale Factor Converg.
 GE0894;SPC MO C     -    74,075.615   560,464.272   MT  0.99997836   +0 24 05.3
 GE0894;SPC AR N     -   240,295.660   415,672.774   MT  1.00006334   +0 06 06.4
 GE0894;SPC AR N     -   788,370.01  1,363,753.09   sFT  1.00006334   +0 06 06.4
 GE0894;UTM  15      - 4,039,943.880   605,224.062   MT  0.99973641   +0 41 56.1
 GE0894
 GE0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0894!SPC MO C     -   0.99995911  x   0.99997836  =   0.99993747
 GE0894!SPC AR N     -   0.99995911  x   1.00006334  =   1.00002245
 GE0894!UTM  15      -   0.99995911  x   0.99973641  =   0.99969553
 GE0894
 GE0894:                Primary Azimuth Mark                     Grid Az
 GE0894:SPC MO C     -  HICKORY                                  124 52 53.5
 GE0894:SPC AR N     -  HICKORY                                  125 10 52.4
 GE0894:UTM  15      -  HICKORY                                  124 35 02.7
 GE0894
 GE0894|---------------------------------------------------------------------|
 GE0894| PID    Reference Object                     Distance      Geod. Az  |
 GE0894|                                                           dddmmss.s |
 GE0894| GE0895 HICKORY                             APPROX. 5.5 KM 1251658.8 |
 GE0894| CI1845 LANTON RM 1                          18.410 METERS 15144     |
 GE0894| CI1846 LANTON RM 2                          22.571 METERS 22659     |
 GE0894|---------------------------------------------------------------------|
 GE0894
 GE0894                          SUPERSEDED SURVEY CONTROL
 GE0894
 GE0894  NAD 83(1997)-  36 29 56.56040(N)    091 49 30.27491(W) AD(       ) 3
 GE0894  NAD 83(1986)-  36 29 56.56963(N)    091 49 30.27363(W) AD(       ) 3
 GE0894  NAD 27      -  36 29 56.34300(N)    091 49 29.74200(W) AD(       ) 3
 GE0894
 GE0894.Superseded values are not recommended for survey control.
 GE0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0894.See file dsdata.txt to determine how the superseded data were derived.
 GE0894
 GE0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0522439944(NAD 83)
 GE0894_MARKER: DS = TRIANGULATION STATION DISK
 GE0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0894
 GE0894  HISTORY     - Date     Condition        Report By
 GE0894  HISTORY     - 1953     MONUMENTED       CGS
 GE0894
 GE0894                          STATION DESCRIPTION
 GE0894
 GE0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0894'THE STATION IS ABOUT 9 MILES NORTH OF SALEM, 1-1/4 MILES SOUTH
 GE0894'AND 1-1/4 MILES WEST OF LANTON, MISSOURI, 27 FEET NORTH
 GE0894'OF A TRIANGLE-BLAZED 18 INCH OAK TREE, 25 FEET EAST OF THE
 GE0894'CENTER OF A TRACK ROAD AND 5 FEET WEST OF A 4 X 4 INCH WHITE
 GE0894'WITNESS POST.
 GE0894'
 GE0894'TO REACH THE STATION FROM THE POST OFFICE IN LANTON, MISSOURI,
 GE0894'GO SOUTH ON THE MAIN GRAVELED ROAD FOR 0.95 MILE TO A WHITE
 GE0894'HOUSE ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO
 GE0894'A TRACK ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE TRACK
 GE0894'ROAD WESTERLY FOR 1 MILE TO A CROSS TRACK ROAD, TURN LEFT AND
 GE0894'GO 0.3 MILE TO THE STATION ON THE LEFT.
 GE0894'
 GE0894'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GE0894'LANTON 1953.
 GE0894'
 GE0894'REFERENCE MARK 1 IS 42 FEET EAST OF THE CENTER OF THE TRACK
 GE0894'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LANTON
 GE0894'NO 1 1953.
 GE0894'
 GE0894'REFERENCE MARK 2 IS 38 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 GE0894'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LANTON NO 2 1953.
 GE0894'
 GE0894'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 GE0894'
 GE0894'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1083 ***********************************************************************
 HD1083  DESIGNATION -  LAQUEY
 HD1083  PID         -  HD1083
 HD1083  STATE/COUNTY-  MO/PULASKI
 HD1083  USGS QUAD   -  OZARK SPRINGS (1985)
 HD1083
 HD1083                         *CURRENT SURVEY CONTROL
 HD1083  ___________________________________________________________________
 HD1083* NAD 83(1997)-  37 46 37.09492(N)    092 19 01.07106(W)     ADJUSTED  
 HD1083* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 HD1083  ___________________________________________________________________
 HD1083  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HD1083  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HD1083
 HD1083  HORZ ORDER  -  FIRST
 HD1083
 HD1083.The horizontal coordinates were established by classical geodetic methods
 HD1083.and adjusted by the National Geodetic Survey in February 2000..
 HD1083
 HD1083.The orthometric height was scaled from a topographic map.
 HD1083
 HD1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1083
 HD1083.The geoid height was determined by GEOID03.
 HD1083
 HD1083;                    North         East     Units Scale Factor Converg.
 HD1083;SPC MO C     -   215,694.672   516,123.984   MT  0.99993653   +0 06 43.7
 HD1083;UTM  15      - 4,181,289.577   560,150.241   MT  0.99964456   +0 25 06.4
 HD1083
 HD1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1083!SPC MO C     -   0.99994769  x   0.99993653  =   0.99988422
 HD1083!UTM  15      -   0.99994769  x   0.99964456  =   0.99959227
 HD1083
 HD1083:                Primary Azimuth Mark                     Grid Az
 HD1083:SPC MO C     -  CROCKER MUNICIPAL TANK                   013 19 38.8
 HD1083:UTM  15      -  CROCKER MUNICIPAL TANK                   013 01 16.1
 HD1083
 HD1083|---------------------------------------------------------------------|
 HD1083| PID    Reference Object                     Distance      Geod. Az  |
 HD1083|                                                           dddmmss.s |
 HD1083| HD1079 CROCKER MUNICIPAL TANK              APPROX.20.4 KM 0132622.5 |
 HD1083| CN6564 LAQUEY RM 3                          24.180 METERS 06758     |
 HD1083| CN6563 LAQUEY RM 2                          39.578 METERS 22939     |
 HD1083| CN6562 LAQUEY RM 1                          25.042 METERS 31621     |
 HD1083| HD1092 RICHLAND MUNICIPAL TANK             APPROX.11.9 KM 3191206.6 |
 HD1083| CN6565 LAQUEY RM 4                          62.445 METERS 32710     |
 HD1083| CN6561 LAQUEY AZ MK                                       3291828.4 |
 HD1083| HD1088 LAQUEY AZ MK 2                      435.596 METERS 3411209.9 |
 HD1083|---------------------------------------------------------------------|
 HD1083
 HD1083                          SUPERSEDED SURVEY CONTROL
 HD1083
 HD1083  NAD 83(1986)-  37 46 37.10770(N)    092 19 01.06989(W) AD(       ) 1
 HD1083  NAD 27      -  37 46 36.96000(N)    092 19 00.46100(W) AD(       ) 1
 HD1083
 HD1083.Superseded values are not recommended for survey control.
 HD1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1083.See file dsdata.txt to determine how the superseded data were derived.
 HD1083
 HD1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6015081290(NAD 83)
 HD1083_MARKER: DS = TRIANGULATION STATION DISK
 HD1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1083
 HD1083  HISTORY     - Date     Condition        Report By
 HD1083  HISTORY     - 1946     MONUMENTED       CGS
 HD1083  HISTORY     - 1977     GOOD             NGS
 HD1083  HISTORY     - 1980     GOOD             NGS
 HD1083
 HD1083                          STATION DESCRIPTION
 HD1083
 HD1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1083'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF WAYNESVILLE,
 HD1083'ABOUT 7 MILES SOUTHEAST OF RICHLAND AND ABOUT 1 MILE NORTHWEST
 HD1083'OF THE VILLAGE OF LAQUEY ALONG COUNTY ROUTE A NEAR THE TOP OF A
 HD1083'HIGH HILL ON LAND OWNED BY F.M. THOMSON.  IT IS 51 FEET SOUTH OF
 HD1083'THE CENTERLINE OF ROUTE A, AND 18 FEET WEST OF A NORTH AND SOUTH
 HD1083'FENCE LINE AND WITNESS POST.  THE MARK PROJECTS 3 INCHES AND
 HD1083'THE DISK IS STAMPED LAQUEY 1946.
 HD1083'
 HD1083'REFERENCE MARK NO. 1 IS 82.16 FEET NORTHWEST OF THE STATION
 HD1083'AND 10 PACES SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS
 HD1083'3 INCHES AND THE DISK IS STAMPED LAQUEY NO 1 1946.
 HD1083'
 HD1083'REFERENCE MARK NO. 2 IS 129.85 FEET SOUTHWEST OF THE STATION.
 HD1083'IT IS 11 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS 5 FEET
 HD1083'LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK PROJECTS 3
 HD1083'INCHES AND THE DISK IS STAMPED LAQUEY NO 2 1946.
 HD1083'
 HD1083'THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTHWEST OF THE STATION
 HD1083'ALONG ROUTE A.  IT IS 26 FEET EAST OF THE CENTERLINE OF ROUTE A,
 HD1083'100 FEET NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY SHACK
 HD1083'HOUSE, 6 FEET SOUTH OF A TELEPHONE POLE AND 3 FEET SOUTHEAST OF
 HD1083'A WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 HD1083'STAMPED LAQUEY 1946.
 HD1083'
 HD1083'TO REACH THE STATION FROM THE MAIN CROSSROADS IN THE SMALL
 HD1083'VILLAGE OF HAZELGREEN, GO EAST ON U.S. HIGHWAY 66 FOR 7.25 MILES
 HD1083'TO THE JUNCTION OF COUNTY ROUTE A AND A SIGN LEBANON 23 MILES.
 HD1083'HERE TURN LEFT ON ROUTE A AND GO 1.0 MILE TO THE JUNCTION OF
 HD1083'COUNTY ROUTE P AT THE VILLAGE OF LAQUEY.  CONTINUE ON ROUTE A FOR
 HD1083'1.0 MILE TO TOP OF HILL AND 2 SMALL GREEN CABINS ON THE LEFT AND
 HD1083'STATION AS DESCRIBED.
 HD1083'
 HD1083'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HD1083
 HD1083                          STATION RECOVERY (1977)
 HD1083
 HD1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JEF)
 HD1083'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 HD1083'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CONSTRUCTION OF AN
 HD1083'INTERCHANGE ON THE INTERSTATE HIGHWAY 44, THE AZIMUTH MARK WILL BE
 HD1083'DESTROYED.  REFERENCE MARK 2 WAS NOT FOUND.  A NEW AZIMUTH MARK
 HD1083'CAN BE ESTABLISHED AFTER CONSTRUCTION IS COMPLETED AS THE
 HD1083'CONSTRUCTION AREA IS THE ONLY AREA VISABLE FROM THE STATION THIS
 HD1083'DATE DUE TO TREES.  REFERENCE MARK 1 IS OBSTRUCTED BY A HOUSE.
 HD1083'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED THIS DATE.  A NEW
 HD1083'COMPLETE DESCRIPTION FOLLOWS--
 HD1083'
 HD1083'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHWEST OF WAYNESVILLE,
 HD1083'ABOUT 7.0 MILES SOUTHEAST OF RICHLAND AND ON A HILL AT A HOUSE AT
 HD1083'THE WEST SIDE OF COUNTY ROUTE P.  UNABLE TO CONTACT PROPERTY OWNED
 HD1083'THIS DATE.
 HD1083'
 HD1083'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 44
 HD1083'STATE HIGHWAY 7 AND COUNTY ROUTE P, ABOUT 7.0 MILES SOUTHEAST OF
 HD1083'RICHLAND, GO SOUTHERLY ON COUNTY ROUTE P FOR 0.15 MILE TO THE
 HD1083'STATION ON THE RIGHT.
 HD1083'
 HD1083'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED LAQUEY 1946,
 HD1083'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HD1083'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 80.5 FEET NORTH-NORTHWEST
 HD1083'OF A POWER POLE WITH TRANSFORMER, 51.5 FEET WEST OF THE CENTER OF
 HD1083'ROUTE P, 40.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STUCKO
 HD1083'HOUSE AND 32.5 FEET WEST OF THE CENTER OF HEADWALL AND CULVERT
 HD1083'AT SOUTH END OF DRIVEWAY TO THE HOUSE.  THE UNDERGROUND MARK WAS
 HD1083'NOT INSPECTED THIS DATE.
 HD1083'
 HD1083'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 HD1083'LAQUEY 1946 NO 3 1977 AND PROJECTS 2 INCHES ABOVE THE GROUND
 HD1083'SURFACE.  IT IS 26 FEET EAST OF THE CENTER OF ROUTE P, 5 FEET
 HD1083'NORTH-NORTHWEST OF A TELEPHONE POLE AND 1.2 FEET SOUTH-SOUTHEAST
 HD1083'OF A METAL WITNESS POST.
 HD1083'
 HD1083'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 HD1083'LAQUEY 1946 NO 4 1977 AND PROJECTS 2 INCHES ABOVE THE GROUND
 HD1083'SURFACE.  IT IS 44 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 HD1083'HOUSE PAINTED GREEN, 44 FEET WEST OF THE CENTER OF COUNTY ROUTE P
 HD1083'AND 3.8 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE.
 HD1083'
 HD1083'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.0 MILES SW OF
 HD1083'WAYNESVILLE.
 HD1083
 HD1083                          STATION RECOVERY (1980)
 HD1083
 HD1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HD1083'RM 1 OBSTRUCTED BY HOUSE.
 HD1083'
 HD1083'THE SURFACE STATION MARK, REFERENCE MARKS 1, 3 AND 4 WERE RECOVERED IN
 HD1083'GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED BY CONSTRUCTION,
 HD1083'THEREFORE A NEW AZIMUTH MARK WAS SET THIS DATE.  THE DISTANCES TO
 HD1083'REFERENCE MARKS 3 AND 4 AGREED WITH 1977 DATA AND THE DIRECTION TO
 HD1083'REFERENCE MARK 3 WAS 21 SECONDS LARGER, WHILE THE DIRECTION TO
 HD1083'REFERENCE MARK 4 AGREED WITH 1977 OBSERVATIONS.  REFERENCE MARK 1 IS
 HD1083'OBSTRUCTED BY A HOUSE.  THE UNDERGROUND MARK WAS NOT INSPECTED.  DUE
 HD1083'TO ROAD CHANGES, A NEW DESCRIPTION FOLLOWS.
 HD1083'
 HD1083'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF WAYNESVILLE, 7
 HD1083'MILES SOUTHEAST OF RICHLAND, 0.1 MILE SOUTHEAST OF INTERSTATE HIGHWAY
 HD1083'44, 0.1 MILE NORTHEAST OF STATE ROAD P AND ON PROPERTY OWNED BY JAMES
 HD1083'MITCHELL OF WAYNESVILLE, TELEPHONE 314-774-6942.
 HD1083'
 HD1083'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS BRIDGE AT THE
 HD1083'JUNCTION OF INTERSTATE HIGHWAY 44, STATE HIGHWAY 7 AND STATE ROAD P,
 HD1083'ABOUT 7 MILES SOUTHWEST OF WAYNESVILLE, GO SOUTHEAST ON STATE ROAD P
 HD1083'FOR 0.4 MILE TO A REVERSE FORK, TURN SHARP LEFT AND GO NORTHWEST ON
 HD1083'OLD ROAD P FOR 0.2 MILE TO THE STATION ON THE LEFT.
 HD1083'
 HD1083'TO REACH THE AZIMUTH MARK FROM THE CENTER OF THE BRIDGE OVER THE
 HD1083'INTERSTATE HIGHWAY, GO NORTHWEST ON STATE HIGHWAY 7 FOR 0.15 MILE TO
 HD1083'THE MARK ON THE RIGHT.
 HD1083'
 HD1083'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---LAQUEY 1946---
 HD1083'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 HD1083'IS 80.5 FEET NORTH-NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER,
 HD1083'51.5 FEET WEST OF THE CENTELINE OF OLD ROAD P, 40.5 FEET SOUTHEAST OF
 HD1083'THE SOUTHEAST CORNER OF A STUCCO HOUSE AND 32.5 FEET WEST OF THE
 HD1083'CENTER OF THE SOUTH END OF A CULVERT HEADWALL FOR A DRIVEWAY TO THE
 HD1083'HOUSE.
 HD1083'
 HD1083'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAQUEY NO 1 1946---SET
 HD1083'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 66 FEET
 HD1083'SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 18.5 FEET NORTHWEST OF THE
 HD1083'NORTHEAST CORNER OF THE HOUSE.
 HD1083'
 HD1083'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM MARKER, STAMPED---LAQUEY
 HD1083'1946 NO 3 1977---THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 26
 HD1083'FEET EAST OF THE CENTERLINE OF THE ROAD, 5.0 FEET NORTH OF A TELEPHONE
 HD1083'LINE POLE, 1.2 FEET SOUTH OF A WITNESS POST AND IS ABOUT THE SAME
 HD1083'ELEVATION AS THE STATION.
 HD1083'
 HD1083'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM MARKER, STAMPED---LAQUEY
 HD1083'1946 NO 4 1977---THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 44
 HD1083'FEET WEST OF THE CENTERLINE OF THE END OF OLD ROAD P, 44 FEET
 HD1083'NORTHEAST OF THE NORTHEAST CORNER OF A FOUNDATION OF A BURNED HOUSE,
 HD1083'3.8 FEET SOUTH OF A POWERLINE POLE AND ABOUT 2 FEET LOWR THAN THE
 HD1083'STATION.
 HD1083'
 HD1083'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---LAQUEY 1946 1980---
 HD1083'CEMENTED INTO A DRILLED HOLE IN A ROCK LEDGE.  IT IS 175 FEET NORTH
 HD1083'OF THE CENTERLINE OF STATE ROAD W, 123 FEET SOUTH OF THE CENTERLINE OF
 HD1083'A DIRT ROAD LEADING NORTHEAST, 51 FEET EAST OF THE CENTERLINE OF STATE
 HD1083'HIGHWAY 7, 25 FEET NORTH OF THE SOUTH END OF THE NORTHERNMOST LARGE
 HD1083'LEDGE OF ROCK, 4 FEET EAST OF THE WEST EDGE OF THE LEDGE AND ABOUT 10
 HD1083'FEET HIGHER THAN HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0931 ***********************************************************************
 HE0931  DESIGNATION -  LARUSSELL
 HE0931  PID         -  HE0931
 HE0931  STATE/COUNTY-  MO/LAWRENCE
 HE0931  USGS QUAD   -  SARCOXIE (1971)
 HE0931
 HE0931                         *CURRENT SURVEY CONTROL
 HE0931  ___________________________________________________________________
 HE0931* NAD 83(1997)-  37 07 10.69089(N)    094 00 11.90437(W)     ADJUSTED  
 HE0931* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 HE0931  ___________________________________________________________________
 HE0931  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 HE0931  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HE0931
 HE0931  HORZ ORDER  -  FIRST
 HE0931
 HE0931.The horizontal coordinates were established by classical geodetic methods
 HE0931.and adjusted by the National Geodetic Survey in February 2000..
 HE0931
 HE0931.The orthometric height was scaled from a topographic map.
 HE0931
 HE0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0931
 HE0931.The geoid height was determined by GEOID03.
 HE0931
 HE0931;                    North         East     Units Scale Factor Converg.
 HE0931;SPC MO W     -   105,861.215   894,139.686   MT  0.99996517   +0 17 59.1
 HE0931;UTM  15      - 4,108,615.134   410,868.517   MT  0.99969786   -0 36 19.9
 HE0931
 HE0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0931!SPC MO W     -   0.99994514  x   0.99996517  =   0.99991031
 HE0931!UTM  15      -   0.99994514  x   0.99969786  =   0.99964301
 HE0931
 HE0931|---------------------------------------------------------------------|
 HE0931| PID    Reference Object                     Distance      Geod. Az  |
 HE0931|                                                           dddmmss.s |
 HE0931| CN6567 LARUSSELL RM 1                       21.510 METERS 00149     |
 HE0931| CN6568 LARUSSELL RM 2                       25.620 METERS 07027     |
 HE0931| HD1365 MT VERNON OZARK ELEC COOP MAST      APPROX.15.4 KM 0920151.8 |
 HE0931| HD1367 STOTTS CITY RADIO KAO 72 MAST       APPROX. 5.5 KM 1631910.3 |
 HE0931| CN6566 LARUSSELL AZ MK                                    1801031.9 |
 HE0931| HE0936 SARCOXIE NURSERIES WATER TANK       APPROX.12.7 KM 2402620.6 |
 HE0931| HE0932 SARCOXIE MUNICIPAL TANK             APPROX.12.2 KM 2412325.3 |
 HE0931|---------------------------------------------------------------------|
 HE0931
 HE0931                          SUPERSEDED SURVEY CONTROL
 HE0931
 HE0931  NAD 83(1997)-  37 07 10.69165(N)    094 00 11.90428(W) AD(       ) 1
 HE0931  NAD 83(1997)-  37 07 10.70053(N)    094 00 11.90631(W) AD(       ) 1
 HE0931  NAD 83(1986)-  37 07 10.70372(N)    094 00 11.90331(W) AD(       ) 1
 HE0931  NAD 27      -  37 07 10.49700(N)    094 00 11.14290(W) AD(       ) 1
 HE0931
 HE0931.Superseded values are not recommended for survey control.
 HE0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0931.See file dsdata.txt to determine how the superseded data were derived.
 HE0931
 HE0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1086908615(NAD 83)
 HE0931_MARKER: DS = TRIANGULATION STATION DISK
 HE0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0931+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 HE0931
 HE0931  HISTORY     - Date     Condition        Report By
 HE0931  HISTORY     - 1959     MONUMENTED       CGS
 HE0931  HISTORY     - 1960     GOOD             CGS
 HE0931  HISTORY     - 20040719 GOOD             GEOCAC
 HE0931
 HE0931                          STATION DESCRIPTION
 HE0931
 HE0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HE0931'THE STATION IS ABOUT 3 MILES WEST AND 1 MILE NORTH OF STOTTS
 HE0931'CITY, ABOUT 3-1/4 MILES EAST AND 1-1/2 MILES SOUTH OF LARUSSELL,
 HE0931'IN THE SOUTHEAST CORNER OF SEC. 20, T. 28 N., R. 28 W. AND ON
 HE0931'THE ROAD RIGHT-OF-WAY.  IT IS 93 FEET NORTHWEST OF THE CENTER OF
 HE0931'THE CROSSROAD, 63 FEET NORTH OF A GUY POLE, 40 FEET WEST OF THE
 HE0931'CENTERLINE OF COUNTY ROAD F, 4 FEET NORTH OF A WITNESS POST AND
 HE0931'1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 HE0931'AND THE DISK IS STAMPED LARUSSELL 1959.
 HE0931'
 HE0931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 166 AND
 HE0931'STATE HIGHWAY 97 ABOUT 2 MILES SOUTH OF STOTTS CITY, GO WEST
 HE0931'ON HIGHWAY 166 FOR 2.65 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 HE0931'NORTHERLY ON COUNTY ROAD F FOR 2.35 MILES TO THE AZIMUTH MARK
 HE0931'ON THE RIGHT JUST BEFORE REACHING A WHITE FRAME HOUSE ON THE
 HE0931'LEFT.  CONTINUE AHEAD NORTH ON COUNTY ROAD F FOR 0.8 MILE TO A
 HE0931'CROSSROAD AND THE STATION AS DESCRIBED.
 HE0931'
 HE0931'REFERENCE MARK 1 IS 38 FEET WEST OF THE CENTERLINE OF COUNTY
 HE0931'ROAD F, AND 2 FEET EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS
 HE0931'4 INCHES AND THE DISK IS STAMPED LARUSSELL NO 1 1959.
 HE0931'
 HE0931'REFERENCE MARK 2 IS 93 FEET NORTH OF A FENCE CORNER AND A
 HE0931'POWER POLE, 40 FEET EAST OF THE CENTERLINE OF COUNTY ROAD F
 HE0931'AND 1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 HE0931'AND THE DISK IS STAMPED LARUSSELL NO 2 1959.
 HE0931'
 HE0931'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTERLINE OF COUNTY
 HE0931'ROAD F, 2 FEET NORTH OF A POWER POLE, 2 FEET SOUTH OF A
 HE0931'WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT
 HE0931'PROJECTS 2 INCHES AND THE DISK IS STAMPED LARUSSELL 1959.
 HE0931'
 HE0931'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE0931
 HE0931                          STATION RECOVERY (1960)
 HE0931
 HE0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0931'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HE0931'THE DISTANCES AND DIRECTIONS TO ALL MARKS WERE VERIFIED WITH
 HE0931'THE EXCEPTION- A DIFFERENCE OF .009 METERS (.03 FT), SHORTER
 HE0931'DISTANCE WAS OBTAINED TO REFERENCE MARK NO. 2.
 HE0931'
 HE0931'THE TO REACH IS ENTIRELY ADEQUATE.
 HE0931'
 HE0931'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HE0931
 HE0931                          STATION RECOVERY (2004)
 HE0931
 HE0931'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 HE0931'RECOVERED STATION,REFERENCE,1,2 AND AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1571 ***********************************************************************
 KE1571  DESIGNATION -  LATHROP
 KE1571  PID         -  KE1571
 KE1571  STATE/COUNTY-  MO/CLINTON
 KE1571  USGS QUAD   -  LATHROP (1984)
 KE1571
 KE1571                         *CURRENT SURVEY CONTROL
 KE1571  ___________________________________________________________________
 KE1571* NAD 83(1997)-  39 32 33.28033(N)    094 17 24.90884(W)     ADJUSTED  
 KE1571* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 KE1571  ___________________________________________________________________
 KE1571  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 KE1571  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KE1571
 KE1571  HORZ ORDER  -  SECOND
 KE1571
 KE1571.The horizontal coordinates were established by classical geodetic methods
 KE1571.and adjusted by the National Geodetic Survey in February 2000..
 KE1571
 KE1571.The orthometric height was scaled from a topographic map.
 KE1571
 KE1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1571
 KE1571.The geoid height was determined by GEOID03.
 KE1571
 KE1571;                    North         East     Units Scale Factor Converg.
 KE1571;SPC MO W     -   374,704.214   868,029.038   MT  0.99994518   +0 08 00.7
 KE1571;UTM  15      - 4,377,784.672   389,131.286   MT  0.99975134   -0 49 17.5
 KE1571
 KE1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1571!SPC MO W     -   0.99995301  x   0.99994518  =   0.99989819
 KE1571!UTM  15      -   0.99995301  x   0.99975134  =   0.99970436
 KE1571
 KE1571|---------------------------------------------------------------------|
 KE1571| PID    Reference Object                     Distance      Geod. Az  |
 KE1571|                                                           dddmmss.s |
 KE1571| CL7275 LATHROP RM 1                         32.748 METERS 03539     |
 KE1571| CL7277 LATHROP RM 3                         14.890 METERS 05407     |
 KE1571| KE1300 LATHROP AZ MK                       445.804 METERS 2734108.4 |
 KE1571| KE1299 LATHROP MUNICIPAL TANK              APPROX. 3.7 KM 2790632.3 |
 KE1571| CL7276 LATHROP RM 2                         24.658 METERS 29016     |
 KE1571|---------------------------------------------------------------------|
 KE1571
 KE1571                          SUPERSEDED SURVEY CONTROL
 KE1571
 KE1571  NAD 83(1997)-  39 32 33.28074(N)    094 17 24.90970(W) AD(       ) 2
 KE1571  NAD 83(1997)-  39 32 33.28085(N)    094 17 24.90979(W) AD(       ) 2
 KE1571  NAD 83(1986)-  39 32 33.28517(N)    094 17 24.90637(W) AD(       ) 2
 KE1571  NAD 27      -  39 32 33.27670(N)    094 17 24.10780(W) AD(       ) 2
 KE1571
 KE1571.Superseded values are not recommended for survey control.
 KE1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1571.See file dsdata.txt to determine how the superseded data were derived.
 KE1571
 KE1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8913177785(NAD 83)
 KE1571_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KE1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1571+STABILITY: SURFACE MOTION
 KE1571
 KE1571  HISTORY     - Date     Condition        Report By
 KE1571  HISTORY     - 1949     MONUMENTED       CGS
 KE1571  HISTORY     - 1959     GOOD             CGS
 KE1571  HISTORY     - 1975     GOOD             NGS
 KE1571  HISTORY     - 19990630 GOOD             MOHC
 KE1571
 KE1571                          STATION DESCRIPTION
 KE1571
 KE1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1571'THE STATION IS LOCATED ABOUT 2.0 MILES EAST AND 1/2 MILE SOUTH OF
 KE1571'LATHROP ON THE SOUTH SIDE OF AN EAST-WEST GRADED ROAD AND ON LAND
 KE1571'OWNED BY MR. E.E. KINCAID OF PLATTSBURG.  IT IS 29 FEET SOUTH
 KE1571'OF EAST-WEST FENCE LINE, 31 FEET SOUTHWEST OF THE CENTER OF
 KE1571'FIELD ROAD, 31 FEET SOUTHEAST OF WITNESS POST AND 34 FEET
 KE1571'SOUTHWEST OF THE WEST END OF BOARD GATE INTO FIELD.  IT IS STAMPED
 KE1571'LATHROP 1949 AND SET 10 INCHES BELOW THE GROUND SURFACE.
 KE1571'
 KE1571'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 30 FEET NORTH
 KE1571'OF THE CENTER OF EAST-WEST ROAD, 25 FEET EAST OF FENCE CORNER
 KE1571'AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED LATHROP NO 1 1949
 KE1571'AND PROJECTS 4 INCHES.
 KE1571'
 KE1571'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 2 FEET EAST
 KE1571'OF POWER LINE POLE AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT
 KE1571'IS STAMPED LATHROP NO 2 1949 AND PROJECTS 4 INCHES.
 KE1571'
 KE1571'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, 27
 KE1571'FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 2 FEET EAST OF
 KE1571'TELEPHONE POLE, 1 FOOT SOUTH OF FENCE LINE AND 1 FOOT WEST OF
 KE1571'WITNESS POST.  IT IS STAMPED LATHROP 1949 AND PROJECTS 6 INCHES.
 KE1571'
 KE1571'TO REACH THE STATION FROM THE MAIN INTERSECTION OF STATE ROUTE
 KE1571'33 AND MAIN STREET IN LATHROP, GO SOUTH ON STATE ROUTE 33 FOR 0.35
 KE1571'MILES TO CROSSROAD JUST BEFORE REACHING RAILROAD TRACKS, TURN
 KE1571'LEFT AND GO EAST ON GRADED ROAD FOR 2.8 MILES TO THE AZIMUTH MARK
 KE1571'ON THE NORTH SIDE AS DESCRIBED, CONTINUE EAST ON GRADED ROAD FOR
 KE1571'0.3 MILE TO FARM HOUSE ON LEFT AND TWO BOARD GATES IN FENCE LINE
 KE1571'ON RIGHT AND STATION JUST SOUTH OF FENCE LINE AS DESCRIBED.
 KE1571'
 KE1571'A 74 FOOT SIGNAL AT STATION PLAINVIEW IS VISIBLE AT 37 FEET.
 KE1571'
 KE1571'A 100 FOOT SIGNAL AT STATION POLO IS VISIBLE AT 50 FEET.
 KE1571'
 KE1571'A 74 FOOT SIGNAL AT STATION BARNESVILLE IS VISIBLE AT 50 FEET.
 KE1571'
 KE1571'AN 87 FOOT SIGNAL AT STATION CRAB IS VISIBLE AT 50 FEET.
 KE1571'
 KE1571'A 74 FOOT SIGNAL AT STATION LAWSON IS VISIBLE AT 50 FEET.
 KE1571'
 KE1571'A 74 FOOT SIGNAL AT STATION HOLT IS VISIBLE AT 10 FEET.
 KE1571'
 KE1571'A 100 FOOT SIGNAL AT STATION ADAMS 1934 IS VISIBLE AT 64 FEET.
 KE1571'
 KE1571'AN 87 FOOT SIGNAL AT STATION GRAYSON IS VISIBLE AT 50 FEET.
 KE1571'
 KE1571'A 100 FOOT SIGNAL AT STATION PERRIN IS VISIBLE AT 37 FEET.
 KE1571'
 KE1571'A 4 FOOT SIGNAL AT STATION PARK IS VISIBLE AT 37 FEET.
 KE1571'
 KE1571'A 100 FOOT SIGNAL AT STATION WALLACE IS VISIBLE AT 50 FEET.
 KE1571'
 KE1571'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KE1571
 KE1571                          STATION RECOVERY (1959)
 KE1571
 KE1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KE1571'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1571'IN GOOD CONDITION.  THE PART OF THE TO REACH DESCRIPTION WHICH
 KE1571'READS, TURN LEFT AND GO EAST ON GRADED ROAD FOR 2.8 MILES TO THE
 KE1571'AZIMUTH MARK, SHOULD READ, TURN LEFT AND GO EAST ON GRADED ROAD
 KE1571'FOR 1.8 MILES TO THE AZIMUTH MARK.
 KE1571
 KE1571                          STATION RECOVERY (1975)
 KE1571
 KE1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KE1571'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 KE1571'CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND IN FAIR CONDITION.
 KE1571'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  FOLLOWING IS A NEW
 KE1571'COMPLETE DESCRIPTION--
 KE1571'
 KE1571'THE STATION IS LOCATED ABOUT 2.0 MILES EAST AND 1/2 MILE SOUTH OF
 KE1571'LATHROP, IN PASTURE LAND OWNED BY MR. ALLAN NETH OF LIBERTY
 KE1571'MISSOURI.
 KE1571'
 KE1571'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND OAK
 KE1571'STREET IN LATHROP, GO SOUTH ON HIGHWAY 33 FOR 0.25 MILE TO LATHROP
 KE1571'SCHOOL ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 33 FOR 0.55 MILE TO
 KE1571'CROSSROAD, (SOUTH STREET).  TURN LEFT AND GO EAST ON A GRAVELED
 KE1571'ROAD FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 KE1571'ON THE GRAVELED ROAD FOR 0.3 MILE TO MR. L. EVANS FARM HOME ON THE
 KE1571'LEFT AND A BOARD GATE AND THE STATION ON THE RIGHT.
 KE1571'
 KE1571'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED LATHROP 1949, SET
 KE1571'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 10 INCHES
 KE1571'BELOW THE GROUND SURFACE.  IT IS EAST-SOUTHEAST OF A POWER POLE
 KE1571'WITH TRANSFORMER, 30.5 FEET SOUTHWEST OF THE WEST END GATE POST AND
 KE1571'28.5 FEET SOUTH OF A METAL WITNESS POST IN FENCELINE.
 KE1571'
 KE1571'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LATHROP NO 1 1949, SET IN
 KE1571'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KE1571'GROUND SURFACE.  IT IS 73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 KE1571'A METAL MACHINE BUILDING, 29 FEET NORTH OF THE CENTER OF THE
 KE1571'GRAVELED ROAD AND 20 FEET EAST OF A CORNER FENCE POST PAINTED
 KE1571'WHITE.
 KE1571'
 KE1571'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LATHROP NO 2 1949, SET IN
 KE1571'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 16
 KE1571'INCHES ABOVE THE GROUND SURFACE.  IT IS 28.5 FEET SOUTH OF THE
 KE1571'CENTER OF THE GRAVELED ROAD, 1 FOOT SOUTH OF THE FENCELINE AND 1
 KE1571'FOOT NORTH OF THE POWER POLE WITH TRANSFORMER.
 KE1571'
 KE1571'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 KE1571'LATHROP 1949 NO 3 1975, AND FLUSH WITH THE GROUND SURFACE.  IT IS 27
 KE1571'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 12.5 FEET EAST OF
 KE1571'THE EAST END GATE POST, 1 FOOT WEST OF A METAL WITNESS POST AND 6
 KE1571'INCHES NORTH OF THE FENCELINE.
 KE1571'
 KE1571'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LATHROP 1949, SET IN THE
 KE1571'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 KE1571'IT IS 30 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT
 KE1571'SOUTH OF A METAL WITNESS POST IN CENTERLINE.
 KE1571'
 KE1571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILE E AND 1/2
 KE1571'MILE S OF LATHROP.
 KE1571
 KE1571                          STATION RECOVERY (1999)
 KE1571
 KE1571'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 KE1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1300 ***********************************************************************
 KE1300  DESIGNATION -  LATHROP AZ MK
 KE1300  PID         -  KE1300
 KE1300  STATE/COUNTY-  MO/CLINTON
 KE1300  USGS QUAD   -  LATHROP (1984)
 KE1300
 KE1300                         *CURRENT SURVEY CONTROL
 KE1300  ___________________________________________________________________
 KE1300* NAD 83(1997)-  39 32 34.20913(N)    094 17 43.54035(W)     ADJUSTED  
 KE1300* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 KE1300  ___________________________________________________________________
 KE1300  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 KE1300  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KE1300
 KE1300  HORZ ORDER  -  THIRD
 KE1300
 KE1300.The horizontal coordinates were established by classical geodetic methods
 KE1300.and adjusted by the National Geodetic Survey in February 2000..
 KE1300
 KE1300.The orthometric height was scaled from a topographic map.
 KE1300
 KE1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1300
 KE1300.The geoid height was determined by GEOID03.
 KE1300
 KE1300;                    North         East     Units Scale Factor Converg.
 KE1300;SPC MO W     -   374,731.833   867,584.115   MT  0.99994498   +0 07 48.9
 KE1300;UTM  15      - 4,377,819.697   388,686.971   MT  0.99975255   -0 49 29.4
 KE1300
 KE1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1300!SPC MO W     -   0.99995317  x   0.99994498  =   0.99989815
 KE1300!UTM  15      -   0.99995317  x   0.99975255  =   0.99970573
 KE1300
 KE1300                          SUPERSEDED SURVEY CONTROL
 KE1300
 KE1300  NAD 83(1997)-  39 32 34.20954(N)    094 17 43.54122(W) AD(       ) 3
 KE1300  NAD 83(1997)-  39 32 34.20966(N)    094 17 43.54130(W) AD(       ) 3
 KE1300  NAD 83(1986)-  39 32 34.21398(N)    094 17 43.53788(W) AD(       ) 3
 KE1300  NAD 27      -  39 32 34.20570(N)    094 17 42.73872(W) AD(       ) 3
 KE1300
 KE1300.Superseded values are not recommended for survey control.
 KE1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1300.See file dsdata.txt to determine how the superseded data were derived.
 KE1300
 KE1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8868777820(NAD 83)
 KE1300_MARKER: DZ = AZIMUTH MARK DISK
 KE1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1300_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1300+STABILITY: SURFACE MOTION
 KE1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1300+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 KE1300
 KE1300  HISTORY     - Date     Condition        Report By
 KE1300  HISTORY     - 1975     MONUMENTED       NGS
 KE1300  HISTORY     - 20060211 GOOD             GEOCAC
 KE1300
 KE1300                          STATION DESCRIPTION
 KE1300
 KE1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KE1300'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND
 KE1300'OAK STREET IN LATHROP, GO SOUTH ON HIGHWAY 33 FOR 0.25 MILE
 KE1300'TO LATHROP SCHOOL ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 33 FOR
 KE1300'0.55 MILE TO CROSSROAD, (SOUTH STREET).  TURN LEFT AND GO EAST
 KE1300'ON A GRAVELED ROAD FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 KE1300'
 KE1300'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LATHROP 1949, SET IN
 KE1300'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 KE1300'INCHES.  IT IS 30 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD
 KE1300'AND 1 FOOT SOUTH OF A METAL WITNESS POST IN FENCELINE.
 KE1300'
 KE1300'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES E AND
 KE1300'1/2 MILE S OF LATHROP.
 KE1300
 KE1300                          STATION RECOVERY (2006)
 KE1300
 KE1300'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1300'THE GRAVELED ROAD IS SE 248TH ST.  THE FENCE HAS BEEN REMOVED. THE
 KE1300'CONCRETE POST PROJECTS 12 INCHES FROM THE GROUND.
 KE1300' 
 KE1300' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH9088 ***********************************************************************
 AH9088  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH9088  DESIGNATION -  LATHROP CORS ARP
 AH9088  CORS_ID     -  LTHM
 AH9088  PID         -  AH9088
 AH9088  STATE/COUNTY-  MO/CALDWELL
 AH9088  USGS QUAD   -  ELMIRA (1984)
 AH9088
 AH9088                         *CURRENT SURVEY CONTROL
 AH9088  ___________________________________________________________________
 AH9088* NAD 83(CORS)-  39 34 33.42590(N)    094 10 12.52850(W)     ADJUSTED  
 AH9088* NAVD 88     -                                                        
 AH9088  ___________________________________________________________________
 AH9088  EPOCH DATE  -        2002.00
 AH9088  X           -    -357,996.389 (meters)                     COMP
 AH9088  Y           -  -4,910,007.069 (meters)                     COMP
 AH9088  Z           -   4,041,974.561 (meters)                     COMP
 AH9088  ELLIP HEIGHT-         263.39  (meters)          (03/??/02) GPS OBS
 AH9088  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 AH9088
 AH9088  HORZ ORDER  -  SPECIAL (CORS)
 AH9088  ELLP ORDER  -  SPECIAL (CORS)
 AH9088
 AH9088.ITRF positions are available for this station.
 AH9088.The coordinates were established by GPS observations
 AH9088.and adjusted by the National Geodetic Survey in March 2002..
 AH9088.The coordinates are valid at the epoch date displayed above.
 AH9088.The epoch date for horizontal control is a decimal equivalence
 AH9088.of Year/Month/Day.
 AH9088
 AH9088
 AH9088.The PID for the CORS L1 Phase Center is AJ7960.
 AH9088
 AH9088.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH9088
 AH9088.The ellipsoidal height was determined by GPS observations
 AH9088.and is referenced to NAD 83.
 AH9088
 AH9088.The geoid height was determined by GEOID03.
 AH9088
 AH9088;                    North         East     Units Scale Factor Converg.
 AH9088;SPC MO W     -   378,440.320   878,339.259   MT  0.99995106   +0 12 36.5
 AH9088
 AH9088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9088!SPC MO W     -   0.99995868  x   0.99995106  =   0.99990974
 AH9088
 AH9088                          SUPERSEDED SURVEY CONTROL
 AH9088
 AH9088  NAD 83(CORS)-  39 34 33.42573(N)    094 10 12.52868(W) AD(1997.00) c
 AH9088  ELLIP H (07/??/00)  263.38   (m)                       GP(1997.00) c c
 AH9088  NAD 83(CORS)-  39 34 33.42758(N)    094 10 12.52854(W) AD(1997.00) c
 AH9088  ELLIP H (05/??/99)  263.40   (m)                       GP(1997.00) c c
 AH9088
 AH9088.Superseded values are not recommended for survey control.
 AH9088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9088.See file dsdata.txt to determine how the superseded data were derived.
 AH9088
 AH9088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9950081348(NAD 83)
 AH9088_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH9088
 AH9088                          STATION DESCRIPTION
 AH9088
 AH9088'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH9088'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH9088'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH9088'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH9088'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH9088'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7960 ***********************************************************************
 AJ7960  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7960  DESIGNATION -  LATHROP CORS L1 PHASE CENTER
 AJ7960  CORS_ID     -  LTHM
 AJ7960  PID         -  AJ7960
 AJ7960  STATE/COUNTY-  MO/CALDWELL
 AJ7960  USGS QUAD   -  ELMIRA (1984)
 AJ7960
 AJ7960                         *CURRENT SURVEY CONTROL
 AJ7960  ___________________________________________________________________
 AJ7960* NAD 83(CORS)-  39 34 33.42589(N)    094 10 12.52845(W)     ADJUSTED  
 AJ7960* NAVD 88     -                                                        
 AJ7960  ___________________________________________________________________
 AJ7960  EPOCH DATE  -        2002.00
 AJ7960  X           -    -357,996.392 (meters)                     COMP
 AJ7960  Y           -  -4,910,007.123 (meters)                     COMP
 AJ7960  Z           -   4,041,974.606 (meters)                     COMP
 AJ7960  ELLIP HEIGHT-         263.46  (meters)          (03/??/02) GPS OBS
 AJ7960  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 AJ7960
 AJ7960  HORZ ORDER  -  SPECIAL (CORS)
 AJ7960  ELLP ORDER  -  SPECIAL (CORS)
 AJ7960
 AJ7960.ITRF positions are available for this station.
 AJ7960.The coordinates were established by GPS observations
 AJ7960.and adjusted by the National Geodetic Survey in March 2002..
 AJ7960.The coordinates are valid at the epoch date displayed above.
 AJ7960.The epoch date for horizontal control is a decimal equivalence
 AJ7960.of Year/Month/Day.
 AJ7960
 AJ7960
 AJ7960.The PID for the CORS ARP is AH9088.
 AJ7960
 AJ7960.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7960
 AJ7960.The ellipsoidal height was determined by GPS observations
 AJ7960.and is referenced to NAD 83.
 AJ7960
 AJ7960.The geoid height was determined by GEOID03.
 AJ7960
 AJ7960;                    North         East     Units Scale Factor Converg.
 AJ7960;SPC MO W     -   378,440.320   878,339.261   MT  0.99995106   +0 12 36.5
 AJ7960
 AJ7960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7960!SPC MO W     -   0.99995867  x   0.99995106  =   0.99990973
 AJ7960
 AJ7960                          SUPERSEDED SURVEY CONTROL
 AJ7960
 AJ7960  NAD 83(CORS)-  39 34 33.42572(N)    094 10 12.52863(W) AD(1997.00) c
 AJ7960  ELLIP H (07/??/00)  263.45   (m)                       GP(1997.00) c c
 AJ7960  NAD 83(CORS)-  39 34 33.42758(N)    094 10 12.52849(W) AD(1997.00) c
 AJ7960  ELLIP H (05/??/99)  263.47   (m)                       GP(1997.00) c c
 AJ7960
 AJ7960.Superseded values are not recommended for survey control.
 AJ7960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7960.See file dsdata.txt to determine how the superseded data were derived.
 AJ7960
 AJ7960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9950081348(NAD 83)
 AJ7960_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7960
 AJ7960                          STATION DESCRIPTION
 AJ7960
 AJ7960'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7960'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7960'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7960'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7960'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7960'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1299 ***********************************************************************
 KE1299  DESIGNATION -  LATHROP MUNICIPAL TANK
 KE1299  PID         -  KE1299
 KE1299  STATE/COUNTY-  MO/CLINTON
 KE1299  USGS QUAD   -  LATHROP (1984)
 KE1299
 KE1299                         *CURRENT SURVEY CONTROL
 KE1299  ___________________________________________________________________
 KE1299* NAD 83(1997)-  39 32 52.50097(N)    094 19 59.98543(W)     ADJUSTED  
 KE1299* NAVD 88     -                                                        
 KE1299  ___________________________________________________________________
 KE1299  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 KE1299  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE1299
 KE1299  HORZ ORDER  -  THIRD
 KE1299
 KE1299.The horizontal coordinates were established by classical geodetic methods
 KE1299.and adjusted by the National Geodetic Survey in February 2000..
 KE1299
 KE1299
 KE1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1299
 KE1299.The geoid height was determined by GEOID03.
 KE1299
 KE1299;                    North         East     Units Scale Factor Converg.
 KE1299;SPC MO W     -   375,289.211   864,325.230   MT  0.99994370   +0 06 22.0
 KE1299;UTM  15      - 4,378,431.206   385,438.439   MT  0.99976159   -0 50 56.6
 KE1299
 KE1299                          SUPERSEDED SURVEY CONTROL
 KE1299
 KE1299  NAD 83(1997)-  39 32 52.50134(N)    094 19 59.98603(W) AD(       ) 4
 KE1299  NAD 83(1997)-  39 32 52.50145(N)    094 19 59.98624(W) AD(       ) 4
 KE1299  NAD 83(1986)-  39 32 52.50576(N)    094 19 59.98261(W) AD(       ) 4
 KE1299  NAD 27      -  39 32 52.50021(N)    094 19 59.18412(W) AD(       ) 3
 KE1299
 KE1299.Superseded values are not recommended for survey control.
 KE1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1299.See file dsdata.txt to determine how the superseded data were derived.
 KE1299
 KE1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8543878431(NAD 83)
 KE1299_MARKER: 53 = ELEVATED TANK
 KE1299
 KE1299  HISTORY     - Date     Condition        Report By
 KE1299  HISTORY     - 1949     FIRST OBSERVED   CGS
 KE1299  HISTORY     - 20060211 GOOD             GEOCAC
 KE1299
 KE1299                          STATION DESCRIPTION
 KE1299
 KE1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1299'LOCATED ABOUT 0.15 OF A MILE WEST OF THE BUSINESS DISTRICT IN
 KE1299'LATHROP NEAR THE NORTH EDGE OF A SMALL PARK AREA.  IT IS 113.0
 KE1299'FEET SOUTH OF THE CENTER OF A PAVED STREET AND 119.0 FEET EAST OF
 KE1299'THE CENTER OF A GRAVELED STREET.  THE TANK PROPER IS SUPPORTED
 KE1299'BY A FOUR LEGGED STEEL STRUCTURE WITH AN OVER-ALL HEIGHT OF
 KE1299'ABOUT 130.0 FEET.  IT HAS A CONICAL ROOF WITH A BALL AT THE
 KE1299'APEX.  POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE
 KE1299'ROOF.
 KE1299
 KE1299                          STATION RECOVERY (2006)
 KE1299
 KE1299'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1299'THE TANK IS PAINTED SILVER WITH A RED ROOF.  LATHROP IS PAINTED IN
 KE1299'BLACK ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0975 ***********************************************************************
 HE0975  DESIGNATION -  LAWN
 HE0975  PID         -  HE0975
 HE0975  STATE/COUNTY-  MO/BARTON
 HE0975  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0975
 HE0975                         *CURRENT SURVEY CONTROL
 HE0975  ___________________________________________________________________
 HE0975* NAD 83(1997)-  37 29 38.21853(N)    094 18 43.08178(W)     ADJUSTED  
 HE0975* NAVD 88     -       305.9    (meters)    1004.     (feet)  VERTCON   
 HE0975  ___________________________________________________________________
 HE0975  X           -    -380,974.953 (meters)                     COMP
 HE0975  Y           -  -5,052,689.511 (meters)                     COMP
 HE0975  Z           -   3,861,198.933 (meters)                     COMP
 HE0975  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 HE0975  ELLIP HEIGHT-         275.36  (meters)          (02/17/00) GPS OBS
 HE0975  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HE0975
 HE0975  HORZ ORDER  -  THIRD
 HE0975  ELLP ORDER  -  FOURTH    CLASS I
 HE0975
 HE0975.This mark is at Lamar Municipal Airport (LLU)
 HE0975
 HE0975.The horizontal coordinates were established by classical geodetic methods
 HE0975.and adjusted by the National Geodetic Survey in February 2000..
 HE0975
 HE0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0975
 HE0975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE0975
 HE0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0975
 HE0975.The ellipsoidal height was determined by GPS observations
 HE0975.and is referenced to NAD 83.
 HE0975
 HE0975.The geoid height was determined by GEOID03.
 HE0975
 HE0975;                    North         East     Units Scale Factor Converg.
 HE0975;SPC MO W     -   147,302.474   866,627.258   MT  0.99994458   +0 06 52.0
 HE0975;UTM  15      - 4,150,478.393   384,023.118   MT  0.99976568   -0 47 55.2
 HE0975
 HE0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0975!SPC MO W     -   0.99995679  x   0.99994458  =   0.99990137
 HE0975!UTM  15      -   0.99995679  x   0.99976568  =   0.99972248
 HE0975
 HE0975:                Primary Azimuth Mark                     Grid Az
 HE0975:SPC MO W     -  LAWN AZ MK                               089 46 10.3
 HE0975:UTM  15      -  LAWN AZ MK                               090 40 57.5
 HE0975
 HE0975|---------------------------------------------------------------------|
 HE0975| PID    Reference Object                     Distance      Geod. Az  |
 HE0975|                                                           dddmmss.s |
 HE0975| CN6569 LAWN AZ MK                                         0895302.3 |
 HE0975| CN6570 LAWN RM 1                            12.046 METERS 09223     |
 HE0975| HE0976 LAMAR MUNICIPAL TANK                APPROX. 2.7 KM 0994501.3 |
 HE0975| HE0978 LAMAR MO FARM ASSN GRAIN ELEV       APPROX. 3.6 KM 1041012.2 |
 HE0975| HE1196 LAWN AZ MK 2                        APPROX. 0.8 KM 1874337.2 |
 HE0975| CN6571 LAWN RM 2                            11.174 METERS 19723     |
 HE0975| HE1205 LAWN RM 3                           118.524 METERS 27233     |
 HE0975|---------------------------------------------------------------------|
 HE0975
 HE0975                          SUPERSEDED SURVEY CONTROL
 HE0975
 HE0975  NAD 83(1997)-  37 29 38.21863(N)    094 18 43.08181(W) AD(       ) 3
 HE0975  NAD 83(1997)-  37 29 38.22999(N)    094 18 43.08287(W) AD(       ) 3
 HE0975  NAD 83(1986)-  37 29 38.23107(N)    094 18 43.08180(W) AD(       ) 3
 HE0975  NAD 27      -  37 29 38.05860(N)    094 18 42.26690(W) AD(       ) 3
 HE0975  NGVD 29 (07/16/90)  305.8    (m)         1003.     (f) GPS OBS        
 HE0975
 HE0975.Superseded values are not recommended for survey control.
 HE0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0975.See file dsdata.txt to determine how the superseded data were derived.
 HE0975
 HE0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8402350478(NAD 83)
 HE0975_MARKER: DS = TRIANGULATION STATION DISK
 HE0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0975_SP_SET: CONCRETE POST
 HE0975_STAMPING: LAWN 1960
 HE0975_MARK LOGO: CGS   
 HE0975_PROJECTION: FLUSH
 HE0975_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0975+STABILITY: SURFACE MOTION
 HE0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0975+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1991
 HE0975
 HE0975  HISTORY     - Date     Condition        Report By
 HE0975  HISTORY     - 1960     MONUMENTED       CGS
 HE0975  HISTORY     - 1960     GOOD             CGS
 HE0975  HISTORY     - 1961     GOOD             MOHC
 HE0975  HISTORY     - 19860601 GOOD             NGS
 HE0975  HISTORY     - 19891115 GOOD             NGS
 HE0975  HISTORY     - 19900108 GOOD
 HE0975  HISTORY     - 19910220 GOOD             MODNR
 HE0975
 HE0975                          STATION DESCRIPTION
 HE0975
 HE0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0975'THE STATION IS APPROXIMATELY 2 MILES WEST OF THE CENTER OF
 HE0975'LAMAR, AT THE LAWN BOY AIRPORT (PRIVATE), ALONG THE SOUTH
 HE0975'SIDE OF U.S. HIGHWAY 160, 132.5 FEET NORTH OF THE LAWN BOY
 HE0975'DIVISION OF OUTBOARD MARINE CORPORATION EXPERIMENTAL AND
 HE0975'RESEARCH BUILDING AND IN THE SOUTHWEST QUARTER OF SECTION
 HE0975'26, T 32 N, R 31 W.
 HE0975'
 HE0975'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 HE0975'71 AND 160 IN LAMAR HEIGHTS, GO WEST ON HIGHWAY 160 FOR
 HE0975'0.4 MILE TO THE WEST END OF A BRIDGE OVER RAILROAD TRACKS
 HE0975'AND THE AZIMUTH MARK CEMENTED IN A DRILL HOLE ON THE TOP
 HE0975'OF THE BRIDGE BANISTER AT THE NORTHWEST CORNER OF THE BRIDGE.
 HE0975'CONTINUE WEST ON HIGHWAY 160 FOR 0.35 MILE TO ENTRANCE TO
 HE0975'THE AIRPORT AND THE STATION ON THE LEFT.
 HE0975'
 HE0975'STATION MARKS ARE STANDARD DISKS STAMPED LAWN 1960.  THE
 HE0975'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HE0975'WITH THE SURFACE OF THE GROUND.  IT IS 48 FEET SOUTH OF
 HE0975'THE CENTER LINE OF HIGHWAY 160, 41 FEET WEST OF A TELEPHONE
 HE0975'POLE, 28 FEET EAST OF THE CENTER OF DRIVEWAY AND 11.5 FEET
 HE0975'SOUTHEAST OF A POWER POLE WITH A METER.  THE UNDERGROUND
 HE0975'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 HE0975'THE SURFACE OF THE GROUND.
 HE0975'
 HE0975'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAWN NO 1
 HE0975'1960, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 HE0975'THE SURFACE OF THE GROUND.  IT IS 60.5 FEET WEST OF A METAL
 HE0975'POLE WITH A LIGHT WHICH MARKS THE RUNWAY, 68 FEET EAST OF
 HE0975'THE CENTER OF THE DRIVEWAY, 48.5 FEET SOUTH OF THE CENTER
 HE0975'LINE OF HIGHWAY 160 AND 16.5 FEET SOUTH OF THE TELEPHONE
 HE0975'POLE.
 HE0975'
 HE0975'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAWN NO 2 1960,
 HE0975'IS SET IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW
 HE0975'THE SURFACE OF THE GROUND.  IT IS 97 FEET NORTH OF THE NORTHWEST
 HE0975'CORNER OF THE BUILDING, 83 FEET SOUTH OF THE CENTER LINE
 HE0975'OF HIGHWAY 160, 44 FEET SOUTH OF THE POWER POLE WITH A METER
 HE0975'AND 21 FEET EAST OF THE CENTER OF THE DRIVEWAY.
 HE0975'
 HE0975'AZIMUTH MARK, A STANDARD DISK STAMPED LAWN 1960, IS CEMENTED
 HE0975'IN A DRILL HOLE ON THE TOP OF A BRIDGE BANISTER AT THE NORTHWEST
 HE0975'CORNER OF THE BRIDGE.  THE BANISTER PROJECTS ABOUT 4 FEET.
 HE0975'
 HE0975'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HE0975
 HE0975                          STATION RECOVERY (1960)
 HE0975
 HE0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HE0975'RECOVERED IN GOOD CONDITION.
 HE0975
 HE0975                          STATION RECOVERY (1961)
 HE0975
 HE0975'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1961
 HE0975'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 HE0975
 HE0975                          STATION RECOVERY (1986)
 HE0975
 HE0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HE0975'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF LAMAR, 1.2 KM
 HE0975'(0.7 MI) WEST OF THE JUNCTION OF U.S. HIGHWAYS 71 AND 160 AND AT THE
 HE0975'LAMAR MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF LAMAR, MISSOURI.
 HE0975'CONTACT MR. J. A. ROBERTS, CITY SUPERINTENDENT, 1100 BROADWAY, LAMAR,
 HE0975'MISSOURI  64759. TELEPHONE 417-682-2224.
 HE0975'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND 160,
 HE0975'ABOUT 2.01 KM (1.25 MI) WEST OF LAMAR, GO WEST ON U.S. HIGHWAY 160
 HE0975'FOR 0.32 KM (0.20 MI) TO THE AZIMUTH MARK ON THE RIGHT, ATOP THE
 HE0975'CONCRETE GUARDRAIL AT THE NORTHWEST CENTER OF AN OVERPASS BRIDGE.
 HE0975'CONTINUE WEST ON THE HIGHWAY FOR 0.72 KM (0.45 MI) TO THE ENTRANCE TO
 HE0975'THE LAMAR MUNICIPAL AIRPORT AND THE STATION ON THE LEFT.
 HE0975'THE STATION IS A STANDARD CGS DISK STAMPED ---LAWN 1960 SET INTO THE
 HE0975'TOP OF A SQUARE CONCRETE MONUMENT 25.4 CM (10.0 INCHES) IN DIAMETER
 HE0975'ON SIDE. FLUSH WITH GROUND.  THE STATION IS LOCATED 40.8 M
 HE0975'(133.9 FT) FROM THE NORTHWEST CORNER OF A CONCRETE BLOCK HANGAR, 14.6
 HE0975'M (47.9 FT) FROM THE CENTER LINE OF THE HIGHWAY, 9.1 M (29.9 FT) FROM
 HE0975'THE CENTERLINE OF THE ENTRANCE DRIVE, 12.20 M (40.03 FT) FROM A
 HE0975'TELEPHONE CALL JUNCTION BOX, 3.51 M (11.52 FT) FROM A POWERLINE POLE.
 HE0975
 HE0975                          STATION RECOVERY (1989)
 HE0975
 HE0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HE0975'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF LAMAR, 1.2 KM
 HE0975'(0.75 MI) WEST OF THE JUNCTION OF U.S.HIGHWAY 71 AND 160, AT THE LAMAR
 HE0975'MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF LAMAR, CITY HALL LAMAR, MO
 HE0975'64759.  AIRPORT MANAGER IS J.A.ROBERTS, PHONE IS 417-682-2172,
 HE0975'682-2224.
 HE0975'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 71 AND 160
 HE0975'LOCATED ABOUT 2.01 KM (1.25 MI) WEST OF LAMAR, GO WEST ALONG
 HE0975'U.S.HIGHWAY 160 FOR 1.04 KM (0.65 MI) TO THE ENTRANCE TO THE LAMAR
 HE0975'AIRPORT AND THE STATION ON THE LEFT AS DERSCRIBED.
 HE0975'STATION IS 14.6 M (47.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HE0975'9.1 M (29.9 FT) EAST OF THE CENTER OF THE ENTRANCE DRIVE, 12.2 M
 HE0975'(40.0 FT) WEST-SOUTHWEST OF A TELEPHONE CABLE JUNCTION BOX, 3.5 M
 HE0975'(11.5 FT) SOUTHEAST OF A POWERLINE POLE, 40.8 M (133.9 FT) NORTH OF
 HE0975'THE NORTHWEST CORNER OF A CONCRETE BLOCK HANGAR, FLUSH WITH THE GROUND
 HE0975'SURFACE.
 HE0975'DESCRIBED BY E.R.P.     CONTACT MANAGER, NOTIFY OF WORK SCHEDULE.
 HE0975
 HE0975                          STATION RECOVERY (1990)
 HE0975
 HE0975'RECOVERED 1990
 HE0975'RECOVERED IN GOOD CONDITION.
 HE0975
 HE0975                          STATION RECOVERY (1991)
 HE0975
 HE0975'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 HE0975'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ON THE CITY OF
 HE0975'LARMAR AIRPORT PROPERTY, 48 FT (14.6 M) SOUTH OF THE CENTERLINE OF
 HE0975'HIGHWAY 160, 40 FT (12.2 M) WEST OF A TELEPHONE RISER, 28 FT (8.5 M)
 HE0975'EAST OF THE CENTER OF THE AIRPORT DRIVEWAY, 11.5 FT (3.5 M) SOUTH EAST
 HE0975'OF A POWER POLE WITH A METER BOX ON IT.  TO REACH THE STATION FROM THE
 HE0975'SOUTH BOUND LANE OF HIGHWAY 71, GO WEST ON HIGHWAY 160 FOR .65 MI
 HE0975'(1.05 KM) TO THE STATION ON THE LEST AS DESCRIBED.  THE AZIMUTH MARK
 HE0975'OF 1960 WAS ON A RAILROAD ABUTMENT THAT WAS TO BE REMOVED, BEFORE THE
 HE0975'MARK WAS DESTROYED A NEW AZIMUTH WAS SET AND TURNED IN.  TO REACH THE
 HE0975'NEW AZIMUTH FROM THE STATION GO WEST ON HIGHWAY 160 FOR APPROX.  0.4
 HE0975'MI (0.6 KM) TO A SIDE ROAD AND THE AZIMUTH MARK IN THE NORTH WEST
 HE0975'CORNER OF THE INTERSECTION.  IT IS 24.8 FT (7.6 M) WEST OF THE
 HE0975'CENTERLINE OF THE GRAVEL ROAD, 38.0 FT (11.6 M) NORTH OF THE
 HE0975'CENTERLINE OF HIGHWAY 160, 50.9 FT (15.5 M) WEST OF A POWERPOLE WITH A
 HE0975'NAIL AND SHINNER, 3.1 FT (0.9 M) NORTH EAST OF A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1196 ***********************************************************************
 HE1196  DESIGNATION -  LAWN AZ MK 2
 HE1196  PID         -  HE1196
 HE1196  STATE/COUNTY-  MO/BARTON
 HE1196  USGS QUAD   -  LAMAR SOUTH (1962)
 HE1196
 HE1196                         *CURRENT SURVEY CONTROL
 HE1196  ___________________________________________________________________
 HE1196* NAD 83(1997)-  37 29 13.87570(N)    094 18 47.22677(W)     ADJUSTED  
 HE1196* NAVD 88     -       307.     (meters)    1007.     (feet)  VERTCON   
 HE1196  ___________________________________________________________________
 HE1196  X           -    -381,110.907 (meters)                     COMP
 HE1196  Y           -  -5,053,138.209 (meters)                     COMP
 HE1196  Z           -   3,860,604.098 (meters)                     COMP
 HE1196  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 HE1196  ELLIP HEIGHT-         276.45  (meters)          (02/17/00) GPS OBS
 HE1196  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HE1196
 HE1196  HORZ ORDER  -  THIRD
 HE1196  ELLP ORDER  -  FOURTH    CLASS I
 HE1196
 HE1196.This mark is at Lamar Municipal Airport (LLU)
 HE1196
 HE1196.The horizontal coordinates were established by GPS observations
 HE1196.and adjusted by the National Geodetic Survey in February 2000..
 HE1196.No horizontal observational check was made to the station.
 HE1196
 HE1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1196
 HE1196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1196
 HE1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1196
 HE1196.The ellipsoidal height was determined by GPS observations
 HE1196.and is referenced to NAD 83.
 HE1196
 HE1196.The geoid height was determined by GEOID03.
 HE1196
 HE1196;                    North         East     Units Scale Factor Converg.
 HE1196;SPC MO W     -   146,551.832   866,526.934   MT  0.99994454   +0 06 49.4
 HE1196;UTM  15      - 4,149,729.580   383,910.865   MT  0.99976600   -0 47 57.2
 HE1196
 HE1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1196!SPC MO W     -   0.99995662  x   0.99994454  =   0.99990116
 HE1196!UTM  15      -   0.99995662  x   0.99976600  =   0.99972263
 HE1196
 HE1196                          SUPERSEDED SURVEY CONTROL
 HE1196
 HE1196  NAD 83(1997)-  37 29 13.87580(N)    094 18 47.22681(W) AD(       ) 3
 HE1196  NAD 83(1997)-  37 29 13.88716(N)    094 18 47.22786(W) AD(       ) 3
 HE1196  NAD 83(1986)-  37 29 13.88831(N)    094 18 47.22679(W) AD(       ) 3
 HE1196  NGVD 29 (07/16/90)  307.     (m)         1007.     (f) GPS OBS        
 HE1196
 HE1196.Superseded values are not recommended for survey control.
 HE1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1196.See file dsdata.txt to determine how the superseded data were derived.
 HE1196
 HE1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8391149730(NAD 83)
 HE1196_MARKER: DS = TRIANGULATION STATION DISK
 HE1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1196_SP_SET: CONCRETE POST
 HE1196_STAMPING: LAWN 1960 NO 2 1986
 HE1196_MARK LOGO: NGS   
 HE1196_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1196+STABILITY: SURFACE MOTION
 HE1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1196+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1990
 HE1196
 HE1196  HISTORY     - Date     Condition        Report By
 HE1196  HISTORY     - 1986     MONUMENTED       NGS
 HE1196  HISTORY     - 19891115 GOOD             NGS
 HE1196  HISTORY     - 19900118 GOOD
 HE1196
 HE1196                          STATION DESCRIPTION
 HE1196
 HE1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HE1196'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF LAMAR, 1.2 KM
 HE1196'(0.75 MI) WEST OF THE JUNCTION OF U.S.HIGHWAY 71 AND 160, AT THE LAMAR
 HE1196'MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF LAMAR, CITY HALL LAMAR, MO
 HE1196'64759.  AIRPORT MANAGER IS J.A.ROBERTS, PHONE IS 417-682-2172,
 HE1196'682-2224.
 HE1196'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 71 AND 160,
 HE1196'ABOUT 2.01 KM (1.25 MI) WEST OF LAMAR, GO WEST ALONG U.S.HIGHWAY 160
 HE1196'FOR 1.04 KM (0.65 MI) TO THE ENTRANCE TO THE LAMAR AIRPORT, THEN GO
 HE1196'SOUTH ALONG TAXIWAY FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF RUNWAY
 HE1196'3-21, THEN GO SOUTHWESTERLY ALONG THE NORTHWEST SIDE OF RUNWAY FOR
 HE1196'0.32 KM (0.20 MI) TO THE AZ MK ON THE LEFT.
 HE1196'AZ MK IS 149.8 M (491.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 HE1196'RUNWAY, 38 M (124.7 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY,
 HE1196'28.5 M (93.5 FT) EAST OF THE 3RD LIGHT FROM THE END OF THE RUNWAY, 0.3
 HE1196'M (1.0 FT) WEST OF A SHORT WITNESS POST, FLUSH WITH THE GROUND
 HE1196'SURFACE.
 HE1196'DESCRIBED BY ERP.  CONTACT MANAGER AND NOTIFY OF WORK SCHEDULE.
 HE1196'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST-SOUTHWEST OF LAMBAR,
 HE1196'1.2 KM (0.7 MI) SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 71 AND
 HE1196'160, 0.8 KM (0.5 MI) SOUTH OF U.S. HIGHWAY 160, NORTHEAST OF THE
 HE1196'SOUTHWEST END OF A RUNWAY AND ON THE LAMAR MUNICIPAL AIRPORT.
 HE1196'OWNERSHIP -- CITY OF LAMAR, MISSOURI, MR. J. A. ROBERTS, CITY
 HE1196'SUPERINTENDANT 1100 BRAODWAY, LAMAR, MISSOURI  63759.  TELEPHONE
 HE1196'417-682-2224.
 HE1196'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND 160,
 HE1196'ABOUT 2.1 KM (1.3 MI) WEST OF LAMAR, GO WEST ON HIGHWAY 160 FOR 1.05
 HE1196'KM (0.65 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 HE1196'SOUTH ON A TAXIWAY FOR 0.48 KM (0.30 MI) TO THE RUNWAY.  BEAR RIGHT
 HE1196'AND GO SOUTHWEST ON THE RUNWAY FOR 0.32 TO THE STATION ON THE LEFT.
 HE1196'THE STATION IS A STANDARD NGS DISK STAMPED LAWN 1960 NO 2 1986 SET
 HE1196'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.0 CM (12.0 INCHES) IN
 HE1196'DIAMETER ON SIDE. FLUSH WITH GROUND.  THE STATION IS LOCATED 149.84 M
 HE1196'(491.60 FT) FROM THE SOUTHWEST END OF THE RUNWAY, 11.58 M (37.99 FT)
 HE1196'FROM THE SOUTHEAST EDGE OF THE RUNWAY, 8.67 M (28.44 FT) FROM THE 3RD
 HE1196'LIGHT FROM THE END OF THE RUNWAY, AND 0.30 M (0.98 FT) FROM A SHORT
 HE1196'WITNESS POST.
 HE1196'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED --LAWN 1960 NO 2
 HE1196'1986 IMBEDDED IN AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE
 HE1196'SURFACE.
 HE1196
 HE1196                          STATION RECOVERY (1990)
 HE1196
 HE1196'RECOVERED 1990
 HE1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1205 ***********************************************************************
 HE1205  DESIGNATION -  LAWN RM 3
 HE1205  PID         -  HE1205
 HE1205  STATE/COUNTY-  MO/BARTON
 HE1205  USGS QUAD   -  LAMAR SOUTH (1962)
 HE1205
 HE1205                         *CURRENT SURVEY CONTROL
 HE1205  ___________________________________________________________________
 HE1205* NAD 83(1997)-  37 29 38.38934(N)    094 18 47.90201(W)     ADJUSTED  
 HE1205* NAVD 88     -       303.9    (meters)     997.     (feet)  VERTCON   
 HE1205  ___________________________________________________________________
 HE1205  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 HE1205  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HE1205
 HE1205  HORZ ORDER  -  SECOND
 HE1205
 HE1205.This mark is at Lamar Municipal Airport (LLU)
 HE1205
 HE1205.The horizontal coordinates were established by classical geodetic methods
 HE1205.and adjusted by the National Geodetic Survey in February 2000..
 HE1205
 HE1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1205
 HE1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1205
 HE1205.The geoid height was determined by GEOID03.
 HE1205
 HE1205;                    North         East     Units Scale Factor Converg.
 HE1205;SPC MO W     -   147,307.504   866,508.848   MT  0.99994453   +0 06 49.1
 HE1205;UTM  15      - 4,150,485.308   383,904.823   MT  0.99976602   -0 47 58.1
 HE1205
 HE1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1205!SPC MO W     -   0.99995713  x   0.99994453  =   0.99990166
 HE1205!UTM  15      -   0.99995713  x   0.99976602  =   0.99972316
 HE1205
 HE1205                          SUPERSEDED SURVEY CONTROL
 HE1205
 HE1205  NAD 83(1997)-  37 29 38.38943(N)    094 18 47.90204(W) AD(       ) 2
 HE1205  NAD 83(1997)-  37 29 38.40080(N)    094 18 47.90308(W) AD(       ) 2
 HE1205  NAD 83(1986)-  37 29 38.40188(N)    094 18 47.90202(W) AD(       ) 2
 HE1205  NGVD 29 (08/06/90)  303.8    (m)          997.     (f) VERT ANG       
 HE1205
 HE1205.Superseded values are not recommended for survey control.
 HE1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1205.See file dsdata.txt to determine how the superseded data were derived.
 HE1205
 HE1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8390550485(NAD 83)
 HE1205_MARKER: DH = HORIZONTAL CONTROL DISK
 HE1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1205_SP_SET: CONCRETE POST
 HE1205_STAMPING: LAWN 1960 NO 3 1986
 HE1205_MARK LOGO: NGS   
 HE1205_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1205+STABILITY: SURFACE MOTION
 HE1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1205+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2004
 HE1205
 HE1205  HISTORY     - Date     Condition        Report By
 HE1205  HISTORY     - 1986     MONUMENTED       NGS
 HE1205  HISTORY     - 20040909 GOOD             MODNR
 HE1205  HISTORY     - 20040909 GOOD             MODNR
 HE1205
 HE1205                          STATION DESCRIPTION
 HE1205
 HE1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HE1205'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF LAMAR, 0.16 KM
 HE1205'(0.10 MI) WEST OF THE LAMAR MUNICIPAL AIRPORT AND ON THE SOUTH SIDE
 HE1205'OF U.S. HIGHWAY 160.  OWNERSHIP--BARTON COUNTY ELECTRIC COOP, P.O.
 HE1205'BOX 398, LAMAR, MISSOURI 64759.  TELEPHONE 417-682-5636.
 HE1205'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND 160,
 HE1205'ABOUT 2.01 KM (1.25 MI) WEST OF LAMAR, GO WEST ON HIGHWAY 160 FOR
 HE1205'1.21 KM (0.75 MI) TO THE STATION ON THE LEFT.
 HE1205'THE STATION IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.0 CM
 HE1205'(12.0 INCHES) IN DIAMETER, FLUSH WITH THE GROUND.  THE STATION IS
 HE1205'LOCATED 12.2 M (40.0 FT) FROM THE CENTER LINE OF THE HIGHWAY, 1.07 M
 HE1205'(3.51 FT) FROM A POWERLINE POLE, AND 0.51 M (1.67 FT) FROM A WITNESS
 HE1205'POST.
 HE1205
 HE1205                          STATION RECOVERY (2004)
 HE1205
 HE1205'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (SEW)
 HE1205'FOUND NGS REFERENCE MARK DISK SET IN 10 INCH DIAMETER CONCRETE,
 HE1205'STAMPED AS DESCRIBED.
 HE1205
 HE1205                          STATION RECOVERY (2004)
 HE1205
 HE1205'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (SEW)
 HE1205'FOUND BRONZE NGS REFERENCE MARK DISK, STAMPED 'LAWN 1960 NO 3 1986',
 HE1205'SET IN 10 INCH ROUND CONCRETE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1337 ***********************************************************************
 HD1337  DESIGNATION -  LAWRENCEBURG RADIO KAK 97 MAST
 HD1337  PID         -  HD1337
 HD1337  STATE/COUNTY-  MO/LAWRENCE
 HD1337  USGS QUAD   -  EVERTON (1975)
 HD1337
 HD1337                         *CURRENT SURVEY CONTROL
 HD1337  ___________________________________________________________________
 HD1337* NAD 83(1997)-  37 15 09.57661(N)    093 41 25.50833(W)     ADJUSTED  
 HD1337* NAVD 88     -                                                        
 HD1337  ___________________________________________________________________
 HD1337  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 HD1337  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HD1337
 HD1337  HORZ ORDER  -  THIRD
 HD1337
 HD1337.The horizontal coordinates were established by classical geodetic methods
 HD1337.and adjusted by the National Geodetic Survey in February 2000..
 HD1337
 HD1337
 HD1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1337
 HD1337.The geoid height was determined by GEOID03.
 HD1337
 HD1337;                    North         East     Units Scale Factor Converg.
 HD1337;SPC MO W     -   120,815.176   921,819.441   MT  1.00000469   +0 29 24.3
 HD1337;SPC MO C     -   158,155.081   394,395.440   MT  1.00007066   -0 43 14.4
 HD1337;UTM  15      - 4,123,124.694   438,772.693   MT  0.99964618   -0 25 04.6
 HD1337
 HD1337                          SUPERSEDED SURVEY CONTROL
 HD1337
 HD1337  NAD 83(1997)-  37 15 09.57703(N)    093 41 25.50831(W) AD(       ) 4
 HD1337  NAD 83(1997)-  37 15 09.58743(N)    093 41 25.50947(W) AD(       ) 4
 HD1337  NAD 83(1986)-  37 15 09.58918(N)    093 41 25.50811(W) AD(       ) 4
 HD1337  NAD 27      -  37 15 09.40400(N)    093 41 24.77000(W) AD(       ) 3
 HD1337
 HD1337.Superseded values are not recommended for survey control.
 HD1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1337.See file dsdata.txt to determine how the superseded data were derived.
 HD1337
 HD1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB3877323125(NAD 83)
 HD1337_MARKER: 42 = RADIO/TV MAST
 HD1337
 HD1337  HISTORY     - Date     Condition        Report By
 HD1337  HISTORY     - 1959     FIRST OBSERVED   CGS
 HD1337
 HD1337                          STATION DESCRIPTION
 HD1337
 HD1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1337'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT
 HD1337'1.5 MILES NORTHWEST OF LAWRENCEBURG, ON THE NORTH SIDE OF COUNTY
 HD1337'ROAD Z AND IS ON A PROMINENT HILL IN THE VICINITY.  IT IS
 HD1337'GUYED MAST PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE
 HD1337'AND WHITE.  THE OVERALL HEIGHT IS 140 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1326 ***********************************************************************
 KE1326  DESIGNATION -  LAWSON
 KE1326  PID         -  KE1326
 KE1326  STATE/COUNTY-  MO/CLAY
 KE1326  USGS QUAD   -  LAWSON (1990)
 KE1326
 KE1326                         *CURRENT SURVEY CONTROL
 KE1326  ___________________________________________________________________
 KE1326* NAD 83(1997)-  39 25 32.94212(N)    094 13 38.98505(W)     ADJUSTED  
 KE1326* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 KE1326  ___________________________________________________________________
 KE1326  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 KE1326  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KE1326
 KE1326  HORZ ORDER  -  SECOND
 KE1326
 KE1326.The horizontal coordinates were established by classical geodetic methods
 KE1326.and adjusted by the National Geodetic Survey in February 2000..
 KE1326
 KE1326.The orthometric height was scaled from a topographic map.
 KE1326
 KE1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1326
 KE1326.The geoid height was determined by GEOID03.
 KE1326
 KE1326;                    North         East     Units Scale Factor Converg.
 KE1326;SPC MO W     -   361,756.085   873,462.548   MT  0.99994795   +0 10 23.0
 KE1326;UTM  15      - 4,364,750.519   394,347.434   MT  0.99973743   -0 46 46.7
 KE1326
 KE1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1326!SPC MO W     -   0.99995348  x   0.99994795  =   0.99990143
 KE1326!UTM  15      -   0.99995348  x   0.99973743  =   0.99969092
 KE1326
 KE1326:                Primary Azimuth Mark                     Grid Az
 KE1326:SPC MO W     -  LAWSON MUN WATER TANK                    054 17 38.8
 KE1326:UTM  15      -  LAWSON MUN WATER TANK                    055 14 48.5
 KE1326
 KE1326|---------------------------------------------------------------------|
 KE1326| PID    Reference Object                     Distance      Geod. Az  |
 KE1326|                                                           dddmmss.s |
 KE1326| KE1327 LAWSON MUN WATER TANK               APPROX. 2.4 KM 0542801.8 |
 KE1326| CL7280 LAWSON RM 3                          23.034 METERS 14830     |
 KE1326| CL7279 LAWSON RM 1                          20.873 METERS 15613     |
 KE1326| KE1320 EXCELSIOR SPRINGS MO L P TK         APPROX. 9.1 KM 1741236.7 |
 KE1326| KE1318 EXCELSIOR SPRINGS VET HOSP TK       APPROX.10.3 KM 1810734.6 |
 KE1326| CL7281 LAWSON RM 4                          20.940 METERS 19942     |
 KE1326| KE1325 1060 CWA                            177.632 METERS 26257     |
 KE1326| CL7278 LAWSON AZ MK                                       3354546.8 |
 KE1326| KE1328 LAWSON RM 5 AZIMUTH                 485.593 METERS 3354558.1 |
 KE1326|---------------------------------------------------------------------|
 KE1326
 KE1326                          SUPERSEDED SURVEY CONTROL
 KE1326
 KE1326  NAD 83(1997)-  39 25 32.94229(N)    094 13 38.98579(W) AD(       ) 2
 KE1326  NAD 83(1986)-  39 25 32.94772(N)    094 13 38.98270(W) AD(       ) 2
 KE1326  NAD 27      -  39 25 32.93347(N)    094 13 38.19048(W) AD(       ) 2
 KE1326
 KE1326.Superseded values are not recommended for survey control.
 KE1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1326.See file dsdata.txt to determine how the superseded data were derived.
 KE1326
 KE1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9434764751(NAD 83)
 KE1326_MARKER: DS = TRIANGULATION STATION DISK
 KE1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1326
 KE1326  HISTORY     - Date     Condition        Report By
 KE1326  HISTORY     - 1949     MONUMENTED       CGS
 KE1326  HISTORY     - 1959     GOOD             CGS
 KE1326  HISTORY     - 1975     GOOD             NGS
 KE1326  HISTORY     - 20020114 POOR             NGS
 KE1326  HISTORY     - 20060218 GOOD             GEOCAC
 KE1326
 KE1326                          STATION DESCRIPTION
 KE1326
 KE1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1326'THE STATION IS LOCATED ON A ROAD RIGHT-OF-WAY ABOUT 1.25 MILES
 KE1326'SOUTHWEST OF LAWSON, 0.1 MILE EAST OF U.S. HIGHWAY NO. 69, 30
 KE1326'FEET NORTH OF THE CENTER OF A GRADED ROAD, 25.2 FEET WEST-SOUTHWEST
 KE1326'OF THE CENTER OF A WIRE GATE, 6.3 FEET SOUTH OF A FENCE, AND 5.8
 KE1326'FEET SOUTH OF A WITNESS POST.  IT IS SET FLUSH WITH THE GROUND
 KE1326'AND IS STAMPED, LAWSON 1949.
 KE1326'
 KE1326'REFERENCE MARK NO. 1 IS 33 FEET SOUTH OF THE CENTER OF A GRADED
 KE1326'ROAD AND 0.5 FOOT NORTH OF A FENCE.  IT PROJECTS 5 INCHES AND IS
 KE1326'STAMPED, LAWSON NO 1 1949.
 KE1326'
 KE1326'REFERENCE MARK NO. 2 IS A USGS B.M. DISK SET IN THE TOP OF A
 KE1326'6 BY 6 INCH CONCRETE POST THAT IS 5 INCHES BELOW THE SURFACE
 KE1326'OF THE GROUND.  IT IS 68 FEET SOUTHEAST OF THE CENTER OF A
 KE1326'CROSSROAD, 43.3 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 69,
 KE1326'AND 1.0 FOOT SOUTH OF A FENCE CORNER.  IT IS STAMPED, 1060 1934
 KE1326'CWA.
 KE1326'
 KE1326'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 69,
 KE1326'40 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 69, 17 FEET NORTH
 KE1326'OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS POST, AND 0.8
 KE1326'FOOT EAST OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED,
 KE1326'LAWSON 1949.
 KE1326'
 KE1326'TO REACH THE STATION FROM LAWSON, GO WEST FOR 1.0 MILE TO U.S.
 KE1326'HIGHWAY NO. 69, TURN LEFT AND GO SOUTH ON U.S. HIGHWAY NO. 69
 KE1326'FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND GO 0.1 MILE TO THE TOP
 KE1326'OF A GRADE AND THE STATION ON THE LEFT.
 KE1326'
 KE1326'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.1 MILE,
 KE1326'TURN RIGHT AND GO NORTH ON U.S. HIGHWAY NO. 69 FOR 0.25 MILE TO
 KE1326'THE MARK ON THE LEFT.
 KE1326'
 KE1326'AN 87 FOOT SIGNAL AT CRAB IS VISIBLE AT 20 FEET.
 KE1326'
 KE1326'A 74 FOOT SIGNAL AT EXCELSIOR IS VISIBLE AT 4 FEET.
 KE1326'
 KE1326'A 74 FOOT SIGNAL AT HOLT IS VISIBLE AT 37 FEET.
 KE1326'
 KE1326'A 100 FOOT SIGNAL AT LATHROP IS VISIBLE AT 20 FEET.
 KE1326'
 KE1326'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KE1326
 KE1326                          STATION RECOVERY (1959)
 KE1326
 KE1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KE1326'THE SURFACE MARK FOR THIS STATION HAD BEEN DISPLACED, BUT THE
 KE1326'UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.  THE
 KE1326'SURFACE MARK WAS REPLACED IN ITS ORIGINAL POSITION PLUMB OVER
 KE1326'THE UNDERGROUND MARK.  THERE ARE CHANGES IN THE DESCRIPTION SUCH
 KE1326'AS THE FENCE BEING REMOVED ALONG THE NORTH SIDE OF ROAD, SO A
 KE1326'COMPLETE DESCRIPTION FOLLOWS.
 KE1326'
 KE1326'STATION IS LOCATED ABOUT 1 AND 1/2 MILES SOUTHWEST OF LAWSON AND
 KE1326'200 YARDS EAST OF U.S. HIGHWAY 69, 63 FEET NORTH OF A FENCE
 KE1326'ON THE SOUTH SIDE OF GRAVEL ROAD, 28 FEET NORTH OF THE CENTER OF
 KE1326'GRAVEL ROAD, 24 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, AND
 KE1326'1 FOOT SOUTH OF A NEW WITNESS SIGNPOST.  THE MARK PROJECTS 1 INCH
 KE1326'AND THE DISK IS STAMPED LAWSON 1949.
 KE1326'
 KE1326'TO REACH THE STATION FROM THE TOWN OF LAWSON, GO WEST FOR 1.0
 KE1326'MILE TO U.S. HIGHWAY 69.  TURN LEFT AND GO SOUTH ON U.S. HIGHWAY
 KE1326'69 FOR 1.0 MILE TO CROSSROAD AND THE JUNCTION OF COUNTY ROAD MM
 KE1326'WEST.  TURN LEFT AND GO EAST 0.1 MILE TO THE STATION ON THE LEFT
 KE1326'AND A FIELD ENTRANCE AS DESCRIBED.
 KE1326'
 KE1326'REFERENCE MARK NO. 1 IS 68.48 FEET SOUTH-SOUTHEAST OF THE STATION
 KE1326'AND ACROSS THE ROAD FROM A FIELD ENTRANCE ON THE NORTH SIDE
 KE1326'OF THE ROAD, 34 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, AND 1
 KE1326'FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 KE1326'STAMPED LAWSON NO 1 1949.
 KE1326'
 KE1326'REFERENCE MARK NO. 2 IS A U.S.G.S. BENCH MARK DISK SET IN THE TOP
 KE1326'OF A 6 X 6 CONCRETE POST WHICH IS 5 INCHES BELOW THE SURFACE OF
 KE1326'THE GROUND, 68 FEET SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY
 KE1326'69 AND A CROSSROAD, 43.3 FEET EAST OF THE CENTERLINE OF U.S.
 KE1326'HIGHWAY 69, AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  THE MARK
 KE1326'IS STAMPED 1060 1934 CWA.
 KE1326'
 KE1326'AZIMUTH MARK IS 0.3 MILE NORTH-NORTHWEST OF THE STATION, 132
 KE1326'FEET SOUTH OF A POWER POLE, 128 FEET NORTH OF A FENCE
 KE1326'T-INTERSECTION, 40 FEET WEST OF THE CENTER OF U.S. HIGHWAY 69,
 KE1326'1 FOOT EAST OF FENCE, AND 1 FOOT SOUTH OF A NEW WITNESS SIGNPOST.
 KE1326'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LAWSON 1949.
 KE1326'
 KE1326'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE TO
 KE1326'U.S. HIGHWAY 69.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 69
 KE1326'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KE1326'
 KE1326'NOTE- THE DISTANCE FROM THE STATION TO R.M. NO. 2 WAS NOT CHECKED
 KE1326'IN 1959.
 KE1326
 KE1326                          STATION RECOVERY (1975)
 KE1326
 KE1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KE1326'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KE1326'REFERENCE MARK 1 AND REFERENCE MARK 2 (BM 1060 USGS) WERE NOT FOUND
 KE1326'AND ARE BELIEVED DESTROYED WHEN COUNTY ROAD MM WAS WIDENED AND
 KE1326'SURFACED.  THE AZIMUTH MARK DISK HAD BEEN SHEARED OFF AND THE STEM
 KE1326'OF DISK WAS STILL INTACT IN THE CONCRETE MONUMENT.  THE DISK STEM
 KE1326'WAS DRILLED OUT AND A NEW DISK WAS CEMENTED IN THE TOP OF THE
 KE1326'CONCRETE MONUMENT THIS DATE.  REFERENCE MARK 3 AND 4 WERE
 KE1326'ALSO ESTABLISHED THIS DATE.
 KE1326'
 KE1326'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 KE1326'
 KE1326'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF LAWSON AND
 KE1326'0.1 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 69 AND COUNTY ROAD MM
 KE1326'AND ON THE NORTH RIGHT-OF-WAY OF ROAD MM.
 KE1326'
 KE1326'TO REACH THE STATION FROM THE TOWN OF LAWSON, GO WEST FOR 1.0 MILE
 KE1326'TO U.S. HIGHWAY 69.  TURN LEFT AND GO SOUTH ON HIGHWAY 69 FOR 1.0
 KE1326'MILE TO CROSSROAD AND THE JUNCTION OF COUNTY ROAD MM EAST.  TURN
 KE1326'LEFT AND GO EAST ON COUNTY ROAD MM FOR 0.1 MILE TO TOP OF HILL AND
 KE1326'THE STATION ON THE LEFT.
 KE1326'
 KE1326'THE STATION MARK IS A STANDARD DISK STAMPED LAWSON 1949, SET IN THE
 KE1326'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 KE1326'GROUND SURFACE.  IT IS 164 FEET WEST OF THE SOUTHWEST CORNER OF
 KE1326'MR. K.E. BURNS CONCRETE DRIVEWAY TO HOUSE, 28 FEET NORTH OF THE
 KE1326'CENTER OF ROAD MM, 3 FEET SOUTH OF THE SOUTH EDGE OF FIELD UNDER
 KE1326'CULTIVATION AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 KE1326'
 KE1326'REFERENCE MARK 3 IS A AST ALUMINUM REFERENCE MARK, 4 INCHES IN
 KE1326'DIAMETER, STAMPED LAWSON 1949 NO 3 1975 AND SET FLUSH WITH THE
 KE1326'GROUND SURFACE.  IT IS 36 FEET SOUTH OF THE CENTER OF ROAD MM, 1
 KE1326'FOOT WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST
 KE1326'FENCELINE.
 KE1326'
 KE1326'REFERENCE MARK 4 IS A CAST ALUMINUM REFERENCE MARK, 4 INCHES IN
 KE1326'DIAMETER, STAMPED LAWSON 1949 NO 4 1975 AND SET FLUSH WITH THE
 KE1326'GROUND SURFACE.  IT IS 36 FEET SOUTH OF THE CENTER OF ROAD MM, 1
 KE1326'FOOT NORTH OF THE EAST-WEST FENCELINE AND 1 FOOT EAST OF A METAL
 KE1326'WITNESS POST.
 KE1326'
 KE1326'REFERENCE MARK 5 IS A STANDARD DISK STAMPED LAWSON 1949 NO 5 1975
 KE1326'AZ, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KE1326'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 133 FEET SOUTH
 KE1326'OF A POWER POLE, 128 FEET NORTH OF FENCE T-INTERSECTION, 40 FEET
 KE1326'WEST OF THE CENTER OF HIGHWAY 69 AND 1.5 FEET SOUTH OF A METAL
 KE1326'WITNESS POST.
 KE1326'
 KE1326'TO REACH REFERENCE MARK 5 FROM THE STATION, GO WEST ON ROAD MM FOR
 KE1326'0.1 MILE TO HIGHWAY 69.  TURN RIGHT AND GO NORTH ON HIGHWAY 69 FOR
 KE1326'0.25 MILE TO THE REFERENCE MARK 5 ON THE LEFT.
 KE1326'
 KE1326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 KE1326'SOUTHWEST OF LAWSON.
 KE1326
 KE1326                          STATION RECOVERY (2002)
 KE1326
 KE1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1326'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1326
 KE1326                          STATION RECOVERY (2006)
 KE1326
 KE1326'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1326'FOUND THE STATION, REFERENCE MARK NUMBER 4 AND REFERENCE MARK 5
 KE1326'AZIMUTH.  THE STATION MARK IS 1.5 FEET EAST OF A METAL WITNESS POST
 KE1326'AND IS FLUSH WITH THE GROUND.  REFERENCE MARK NUMBER 4 IS 1 FOOT EAST
 KE1326'OF A METAL WITNESS POST AND IS 2 INCHES BELOW THE GROUND.  THE FENCE
 KE1326'LINE HAS BEEN REMOVED.  REFERENCE MARK 5 AZIMUTH FOUND AS DESCRIBED.
 KE1326' 
 KE1326'A METAL WITNESS POST IS AT THE LOCATION OF REFERENCE MARK NUBMER 3 BUT
 KE1326'THE DISK WAS NOT LOCATED. A DEPRESSION IN THE GROUND WAS NOTED TO THE
 KE1326'WEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1328 ***********************************************************************
 KE1328  DESIGNATION -  LAWSON RM 5 AZIMUTH
 KE1328  PID         -  KE1328
 KE1328  STATE/COUNTY-  MO/CLAY
 KE1328  USGS QUAD   -  LAWSON (1990)
 KE1328
 KE1328                         *CURRENT SURVEY CONTROL
 KE1328  ___________________________________________________________________
 KE1328* NAD 83(1997)-  39 25 47.30011(N)    094 13 47.31890(W)     ADJUSTED  
 KE1328* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 KE1328  ___________________________________________________________________
 KE1328  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 KE1328  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KE1328
 KE1328  HORZ ORDER  -  THIRD
 KE1328
 KE1328.The horizontal coordinates were established by classical geodetic methods
 KE1328.and adjusted by the National Geodetic Survey in February 2000..
 KE1328.No horizontal observational check was made to the station.
 KE1328
 KE1328.The orthometric height was scaled from a topographic map.
 KE1328
 KE1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1328
 KE1328.The geoid height was determined by GEOID03.
 KE1328
 KE1328;                    North         East     Units Scale Factor Converg.
 KE1328;SPC MO W     -   362,198.259   873,261.904   MT  0.99994784   +0 10 17.8
 KE1328;UTM  15      - 4,365,195.875   394,154.211   MT  0.99973794   -0 46 52.2
 KE1328
 KE1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1328!SPC MO W     -   0.99995348  x   0.99994784  =   0.99990132
 KE1328!UTM  15      -   0.99995348  x   0.99973794  =   0.99969143
 KE1328
 KE1328                          SUPERSEDED SURVEY CONTROL
 KE1328
 KE1328  NAD 83(1997)-  39 25 47.30028(N)    094 13 47.31964(W) AD(       ) 3
 KE1328  NAD 83(1986)-  39 25 47.30571(N)    094 13 47.31656(W) AD(       ) 3
 KE1328  NAD 27      -  39 25 47.29106(N)    094 13 46.52379(W) AD(       ) 3
 KE1328
 KE1328.Superseded values are not recommended for survey control.
 KE1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1328.See file dsdata.txt to determine how the superseded data were derived.
 KE1328
 KE1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9415465196(NAD 83)
 KE1328_MARKER: DR = REFERENCE MARK DISK
 KE1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1328+STABILITY: SURFACE MOTION
 KE1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1328+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 KE1328
 KE1328  HISTORY     - Date     Condition        Report By
 KE1328  HISTORY     - 1975     MONUMENTED       NGS
 KE1328  HISTORY     - 20020114 POOR             NGS
 KE1328  HISTORY     - 20060218 GOOD             GEOCAC
 KE1328
 KE1328                          STATION DESCRIPTION
 KE1328
 KE1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KE1328'REFERENCE MARK 5 IS A STANDARD DISK STAMPED LAWSON 1949 NO 5 1975
 KE1328'AZ, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KE1328'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 133 FEET SOUTH
 KE1328'OF A POWER POLE, 128 FEET NORTH OF FENCE T-INTERSECTION, 40 FEET
 KE1328'WEST OF THE CENTER OF HIGHWAY 69 AND 1.5 FEET SOUTH OF A METAL
 KE1328'WITNESS POST.
 KE1328'
 KE1328'TO REACH REFERENCE MARK 5 FROM THE STATION, GO WEST ON ROAD MM FOR
 KE1328'0.1 MILE TO HIGHWAY 69.  TURN RIGHT AND GO NORTH ON HIGHWAY 69 FOR
 KE1328'0.25 MILE TO THE STATION ON THE LEFT.
 KE1328
 KE1328                          STATION RECOVERY (2002)
 KE1328
 KE1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1328
 KE1328                          STATION RECOVERY (2006)
 KE1328
 KE1328'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1328'APPROXIMATELY HALF OF THE CONCRETE MONUMENT HAS BEEN CHIPPED AWAY
 KE1328'ALONG WITH A PORTION OF THE DISK EDGE.  BOTH THE POST AND DISK APPEAR
 KE1328'TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG7734 ***********************************************************************
 DG7734  DESIGNATION -  LCM1
 DG7734  PID         -  DG7734
 DG7734  STATE/COUNTY-  MO/C OF ST LOUIS
 DG7734  USGS QUAD   -  CLAYTON (1993)
 DG7734
 DG7734                         *CURRENT SURVEY CONTROL
 DG7734  ___________________________________________________________________
 DG7734* NAD 83(1997)-  38 38 44.55440(N)    090 17 08.02153(W)     ADJUSTED  
 DG7734* NAVD 88     -       145.7    (meters)     478.     (feet)  GPS OBS   
 DG7734  ___________________________________________________________________
 DG7734  X           -     -24,860.401 (meters)                     COMP
 DG7734  Y           -  -4,988,011.698 (meters)                     COMP
 DG7734  Z           -   3,961,746.669 (meters)                     COMP
 DG7734  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DG7734  ELLIP HEIGHT-         114.55  (meters)          (11/03/04) GPS OBS
 DG7734  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DG7734
 DG7734  HORZ ORDER  -  B
 DG7734  ELLP ORDER  -  FOURTH    CLASS I
 DG7734
 DG7734.The horizontal coordinates were established by GPS observations
 DG7734.and adjusted by the National Geodetic Survey in November 2004..
 DG7734
 DG7734.The orthometric height was determined by GPS observations and a
 DG7734.high-resolution geoid model.
 DG7734
 DG7734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7734
 DG7734.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7734
 DG7734.The ellipsoidal height was determined by GPS observations
 DG7734.and is referenced to NAD 83.
 DG7734
 DG7734.The geoid height was determined by GEOID03.
 DG7734
 DG7734;                    North         East     Units Scale Factor Converg.
 DG7734;SPC MO E     -   312,124.703   268,667.080   MT  0.99993762   +0 08 02.1
 DG7734;UTM  15      - 4,280,957.924   736,235.297   MT  1.00028729   +1 41 45.4
 DG7734
 DG7734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7734!SPC MO E     -   0.99998203  x   0.99993762  =   0.99991965
 DG7734!UTM  15      -   0.99998203  x   1.00028729  =   1.00026931
 DG7734
 DG7734                          SUPERSEDED SURVEY CONTROL
 DG7734
 DG7734.No superseded survey control is available for this station.
 DG7734
 DG7734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3623580958(NAD 83)
 DG7734_MARKER: DD = SURVEY DISK
 DG7734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7734_STAMPING: CORPS OF DISCOVERY II 200 YEARS TO THE FUTURE
 DG7734_PROJECTION: PROJECTING 8 CENTIMETERS
 DG7734_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7734+STABILITY: SURFACE MOTION
 DG7734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7734+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DG7734
 DG7734  HISTORY     - Date     Condition        Report By
 DG7734  HISTORY     - 20040622 MONUMENTED       MODNR
 DG7734
 DG7734                          STATION DESCRIPTION
 DG7734
 DG7734'DESCRIBED BY MO DEPT OF NAT RES 2004
 DG7734'THE STATION IS LOCATED AT THE NORTH ENTRANCE TO THE MISSOURI HISTORY
 DG7734'MUSEUM ON THE NORTH SIDE OF FOREST PARK IN ST LOUIS, MISSOURI. THE
 DG7734'MUSEUM IS AT THE INTERSECTION OF DE BALIVIERE AVENUE AND LINDELL
 DG7734'BOULEVARD. IT IS 44 FEET EAST OF THE NORTH WALL OF A WATER FOUNTAIN
 DG7734'POOL AND 40.5 FEET NORTHWEST OF A FLAGPOLE.
 DG7734' 
 DG7734'THE CONCRETE MONUMENT IS HEXAGON SHAPED WITH A LEWIS AND CLARK
 DG7734'COMMEMORATIVE BRASS DISK IN THE CENTER WHICH READS CORPS OF DISCOVERY
 DG7734'II, 200 YEARS TO THE FUTURE. THE MONUMENT PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG7733 ***********************************************************************
 DG7733  DESIGNATION -  LCM2
 DG7733  PID         -  DG7733
 DG7733  STATE/COUNTY-  MO/ST CHARLES
 DG7733  USGS QUAD   -  ST CHARLES (1994)
 DG7733
 DG7733                         *CURRENT SURVEY CONTROL
 DG7733  ___________________________________________________________________
 DG7733* NAD 83(1997)-  38 46 23.96530(N)    090 28 55.52417(W)     ADJUSTED  
 DG7733* NAVD 88     -       135.6    (meters)     445.     (feet)  GPS OBS   
 DG7733  ___________________________________________________________________
 DG7733  X           -     -41,894.837 (meters)                     COMP
 DG7733  Y           -  -4,979,029.824 (meters)                     COMP
 DG7733  Z           -   3,972,794.794 (meters)                     COMP
 DG7733  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DG7733  ELLIP HEIGHT-         104.14  (meters)          (11/03/04) GPS OBS
 DG7733  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DG7733
 DG7733  HORZ ORDER  -  B
 DG7733  ELLP ORDER  -  FOURTH    CLASS I
 DG7733
 DG7733.The horizontal coordinates were established by GPS observations
 DG7733.and adjusted by the National Geodetic Survey in November 2004..
 DG7733
 DG7733.The orthometric height was determined by GPS observations and a
 DG7733.high-resolution geoid model.
 DG7733
 DG7733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7733
 DG7733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7733
 DG7733.The ellipsoidal height was determined by GPS observations
 DG7733.and is referenced to NAD 83.
 DG7733
 DG7733.The geoid height was determined by GEOID03.
 DG7733
 DG7733;                    North         East     Units Scale Factor Converg.
 DG7733;SPC MO E     -   326,268.534   251,556.309   MT  0.99993336   +0 00 40.4
 DG7733;UTM  15      - 4,294,633.571   718,739.537   MT  1.00018923   +1 34 38.8
 DG7733
 DG7733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7733!SPC MO E     -   0.99998366  x   0.99993336  =   0.99991702
 DG7733!UTM  15      -   0.99998366  x   1.00018923  =   1.00017289
 DG7733
 DG7733                          SUPERSEDED SURVEY CONTROL
 DG7733
 DG7733.No superseded survey control is available for this station.
 DG7733
 DG7733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1874094634(NAD 83)
 DG7733_MARKER: DD = SURVEY DISK
 DG7733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7733_STAMPING: CORPS OF DISCOVERY II 200 YEARS TO THE FUTURE
 DG7733_PROJECTION: FLUSH
 DG7733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7733+STABILITY: SURFACE MOTION
 DG7733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7733+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DG7733
 DG7733  HISTORY     - Date     Condition        Report By
 DG7733  HISTORY     - 20040622 MONUMENTED       MODNR
 DG7733
 DG7733                          STATION DESCRIPTION
 DG7733
 DG7733'DESCRIBED BY MO DEPT OF NAT RES 2004
 DG7733'THE STATION IS LOCATED AT THE NORTHEAST ENTRANCE TO THE LEWIS AND
 DG7733'CLARK BOAT MUSEUM AT FRONTIER PARK IN ST. CHARLES, MO.  FROM THE
 DG7733'INTERSECTION OF FIFTH STREET AND BOONSLICK ROAD IN ST CHARLES, GO
 DG7733'NORTHEASTERLY ON BOONSLICK ROAD 0.5 MILES TO THE PARKING LOT OF THE
 DG7733'LEWIS AND CLARK BOAT MUSEUM. THE CONCRETE MONUMENT IS OCTAGON SHAPED
 DG7733'WITH A LEWIS AND CLARK COMMEMORATIVE BRASS DISK IN THE CENTER WHICH
 DG7733'READS CORPS OF DISCOVERY II, 200 YEARS TO THE FUTURE. THE MONUMENT IS
 DG7733'FLUSH WITH THE GROUND. IT IS APPROXIMATELY 119 FEET NORTH-NORTHEAST OF
 DG7733'THE MUSEUM, 8.4 FEET SOUTH OF THE INTERSECTION OF THE CURB FOR THE
 DG7733'MUSEUM PARKING LOT AND A CONCRETE DRIVE ACCESSING THE SIDE/REAR OF THE
 DG7733'MUSEUM, 5.3 FEET SOUTH OF A 4 1/2 INCH DIAMETER CHAIN POST, 41.8 FEET
 DG7733'SOUTH WEST OF THE TOP BOLT OF A FIRE HYDRANT, 81.0 FEET NORTHEAST OF A
 DG7733'FLAGPOLE, 5.4 FEET EAST OF A CHISELED PLUS IN THE TOP OF THE CURB OF
 DG7733'THE MUSEUM PARKING LOT AND APPROXIMATELY 250 FEET WEST OF THE LEFT
 DG7733'BANK OF THE MISSOURI RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG7732 ***********************************************************************
 DG7732  DESIGNATION -  LCM3
 DG7732  PID         -  DG7732
 DG7732  STATE/COUNTY-  MO/FRANKLIN
 DG7732  USGS QUAD   -  WASHINGTON WEST (1985)
 DG7732
 DG7732                         *CURRENT SURVEY CONTROL
 DG7732  ___________________________________________________________________
 DG7732* NAD 83(1997)-  38 33 39.47781(N)    091 00 36.82012(W)     ADJUSTED  
 DG7732* NAVD 88     -       148.0    (meters)     486.     (feet)  GPS OBS   
 DG7732  ___________________________________________________________________
 DG7732  X           -     -88,047.683 (meters)                     COMP
 DG7732  Y           -  -4,993,168.686 (meters)                     COMP
 DG7732  Z           -   3,954,396.381 (meters)                     COMP
 DG7732  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DG7732  ELLIP HEIGHT-         116.83  (meters)          (11/03/04) GPS OBS
 DG7732  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DG7732
 DG7732  HORZ ORDER  -  B
 DG7732  ELLP ORDER  -  FOURTH    CLASS I
 DG7732
 DG7732.The horizontal coordinates were established by GPS observations
 DG7732.and adjusted by the National Geodetic Survey in November 2004..
 DG7732
 DG7732.The orthometric height was determined by GPS observations and a
 DG7732.high-resolution geoid model.
 DG7732
 DG7732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7732
 DG7732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7732
 DG7732.The ellipsoidal height was determined by GPS observations
 DG7732.and is referenced to NAD 83.
 DG7732
 DG7732.The geoid height was determined by GEOID03.
 DG7732
 DG7732;                    North         East     Units Scale Factor Converg.
 DG7732;SPC MO E     -   302,819.739   205,531.791   MT  0.99995768   -0 19 05.0
 DG7732;UTM  15      - 4,269,935.250   673,365.405   MT  0.99997014   +1 14 26.3
 DG7732
 DG7732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7732!SPC MO E     -   0.99998167  x   0.99995768  =   0.99993935
 DG7732!UTM  15      -   0.99998167  x   0.99997014  =   0.99995181
 DG7732
 DG7732                          SUPERSEDED SURVEY CONTROL
 DG7732
 DG7732.No superseded survey control is available for this station.
 DG7732
 DG7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7336569935(NAD 83)
 DG7732_MARKER: DD = SURVEY DISK
 DG7732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7732_STAMPING: CORPS OF DISCOVERY II 200 YEARS TO THE FUTURE
 DG7732_PROJECTION: FLUSH
 DG7732_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7732+STABILITY: SURFACE MOTION
 DG7732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7732+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 DG7732
 DG7732  HISTORY     - Date     Condition        Report By
 DG7732  HISTORY     - 2004     MONUMENTED       MODNR
 DG7732  HISTORY     - 20050727 GOOD             GEOCAC
 DG7732
 DG7732                          STATION DESCRIPTION
 DG7732
 DG7732'DESCRIBED BY MO DEPT OF NAT RES 2004
 DG7732'THE STATION IS LOCATED ON THE NORTH SIDE OF THE PARKING LOT AT JAMES N
 DG7732'RENNICK RIVERFRONT PARK IN WASHINGTON, MO. FROM THE INTERSECTION OF
 DG7732'MISSOURI HIGHWAYS 47 AND 100, IN THE TOWN OF WASHINGTON, GO NORTHERLY
 DG7732'ON HIGHWAY 47, 1.0 MILES, TO EAST FIFTH STREET, TURN LEFT PROCEED
 DG7732'WESTERLY, 0.7 MILES TO LAFAYETTE STREET, TURN RIGHT, PROCEED
 DG7732'NORTHERLY, 0.3 MILES TO RIVERFRONT PARK PARKING LOT ON THE LEFT,
 DG7732'TOWARD THE EAST. THE CONCRETE MONUMENT IS SQUARE, PLACED THROUGH AN
 DG7732'EXISTING SLAB OF CONCRETE, WITH A LEWIS AND CLARK COMMEMORATIVE BRASS
 DG7732'DISK IN THE CENTER WHICH READS CORPS OF DISCOVERY II, 200 YEARS TO THE
 DG7732'FUTURE. THE MONUMENT IS FLUSH WITH THE GROUND. IT IS 50.3 FEET
 DG7732'SOUTHEAST OF A FLAGPOLE, 20.6 FEET EAST OF A FLAGPOLE, 25.4 FEET NORTH
 DG7732'OF A FLAGPOLE, 33.0 FEET NORTHEAST OF A GRANITE MARKER TO ROBER
 DG7732'FRAZER, 10.2 FEET SOUTHWEST OF A LEWIS AND CLARK INTERPRETIVE SIGN AND
 DG7732'28.0 FEET NORTHWEST OF A 16 INCH DIAMETER CYPRESS TREE.
 DG7732
 DG7732                          STATION RECOVERY (2005)
 DG7732
 DG7732'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 DG7732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1026 ***********************************************************************
 HC1026  DESIGNATION -  LEAD
 HC1026  PID         -  HC1026
 HC1026  STATE/COUNTY-  MO/ST FRANCOIS
 HC1026  USGS QUAD   -  BONNE TERRE (1982)
 HC1026
 HC1026                         *CURRENT SURVEY CONTROL
 HC1026  ___________________________________________________________________
 HC1026* NAD 83(1997)-  37 56 30.75144(N)    090 32 47.40729(W)     ADJUSTED  
 HC1026* NAVD 88     -       252.32   (+/-2cm)     827.8    (feet)  VERTCON   
 HC1026  ___________________________________________________________________
 HC1026  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 HC1026  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 HC1026
 HC1026  HORZ ORDER  -  THIRD
 HC1026  VERT ORDER  -  THIRD ? (See Below)
 HC1026
 HC1026.The horizontal coordinates were established by classical geodetic methods
 HC1026.and adjusted by the National Geodetic Survey in February 2000..
 HC1026
 HC1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC1026.The vertical order pertains to the NGVD 29 superseded value.
 HC1026
 HC1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1026
 HC1026.The geoid height was determined by GEOID03.
 HC1026
 HC1026;                    North         East     Units Scale Factor Converg.
 HC1026;SPC MO E     -   233,982.084   245,912.663   MT  0.99993354   -0 01 42.9
 HC1026;UTM  15      - 4,202,205.251   715,596.703   MT  1.00017253   +1 30 32.9
 HC1026
 HC1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1026!SPC MO E     -   0.99996504  x   0.99993354  =   0.99989858
 HC1026!UTM  15      -   0.99996504  x   1.00017253  =   1.00013757
 HC1026
 HC1026:                Primary Azimuth Mark                     Grid Az
 HC1026:SPC MO E     -  LEAD AZ MK                               152 21 10.9
 HC1026:UTM  15      -  LEAD AZ MK                               150 48 55.1
 HC1026
 HC1026|---------------------------------------------------------------------|
 HC1026| PID    Reference Object                     Distance      Geod. Az  |
 HC1026|                                                           dddmmss.s |
 HC1026| CI4473 LEAD AZ MK                                         1521928.0 |
 HC1026| CI4474 LEAD AZ MK RESET                                   1522507.2 |
 HC1026| CI4475 LEAD RM 1                            14.015 METERS 18545     |
 HC1026| HC1027 BONNE TERRE                         APPROX. 4.8 KM 2132628.4 |
 HC1026| CI4476 LEAD RM 2                            12.765 METERS 27946     |
 HC1026|---------------------------------------------------------------------|
 HC1026
 HC1026                          SUPERSEDED SURVEY CONTROL
 HC1026
 HC1026  NAD 83(1997)-  37 56 30.75627(N)    090 32 47.40733(W) AD(       ) 3
 HC1026  NAD 83(1986)-  37 56 30.76502(N)    090 32 47.40457(W) AD(       ) 3
 HC1026  NAD 27      -  37 56 30.57100(N)    090 32 46.95500(W) AD(       ) 3
 HC1026  NGVD 29 (07/19/86)  252.40   (m)          828.1    (f) LEVELING    3  
 HC1026
 HC1026.Superseded values are not recommended for survey control.
 HC1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1026.See file dsdata.txt to determine how the superseded data were derived.
 HC1026
 HC1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC1559702205(NAD 83)
 HC1026_MARKER: DS = TRIANGULATION STATION DISK
 HC1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1026+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 HC1026
 HC1026  HISTORY     - Date     Condition        Report By
 HC1026  HISTORY     - 1956     MONUMENTED       CGS
 HC1026  HISTORY     - 1957     GOOD             CGS
 HC1026  HISTORY     - 1961     GOOD             CGS
 HC1026  HISTORY     - 20020612 GOOD             MODNR
 HC1026
 HC1026                          STATION DESCRIPTION
 HC1026
 HC1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1026'THE STATION IS LOCATED, AIRLINE, ABOUT 5 MILES NORTH OF
 HC1026'DES LOGE, 1-3/4 MILES NORTH NORTHEAST OF BONNE TERRE AND ON
 HC1026'THE HIGHEST PART OF A SMALL KNOLL.
 HC1026'
 HC1026'THE STATION MARK IS A STANDARD DISK STAMPED LEAD 1956 SET
 HC1026'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 HC1026'3 INCHES ABOVE THE GROUND.  THE MARK IS 59 FEET NORTHEAST
 HC1026'OF THE CENTERLINE OF U.S. HIGHWAY 67, 29.5 FEET NORTHEAST
 HC1026'OF A WHITE WITNESS POST AND THE RIGHT-OF-WAY FENCE LINE.
 HC1026'
 HC1026'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LEAD
 HC1026'NO 1 1956 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 HC1026'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 30 FEET
 HC1026'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67, 1 FOOT
 HC1026'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE AND IT IS AT THE
 HC1026'STATION ELEVATION.
 HC1026'
 HC1026'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LEAD
 HC1026'NO 2 1956 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 HC1026'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  THE MARK IS 31 FEET
 HC1026'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67, 1 FOOT
 HC1026'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE AND IT IS AT THE
 HC1026'STATION ELEVATION.
 HC1026'
 HC1026'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEAD 1956 SET IN THE
 HC1026'TOP OF A 10 SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 HC1026'ABOVE THE GROUND.  THE MARK IS 51 FEET EAST OF THE CENTERLINE
 HC1026'OF U.S. HIGHWAY 67 AND 31 FEET EAST OF THE CENTERLINE OF A
 HC1026'GRAVEL SIDE ROAD.
 HC1026'
 HC1026'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BONNE TERRE
 HC1026'GO NORTH ON ALLEN STREET FOR 0.1 MILE TO THE JUNCTION OF
 HC1026'STATE HIGHWAY 47.  TURN RIGHT ON STATE HIGHWAY 47 AND GO EAST
 HC1026'FOR 0.55 MILE TO THE JUNCTION OF U.S. HIGHWAY 67.  TURN LEFT
 HC1026'ON U.S. HIGHWAY 67 AND GO NORTHWESTERLY FOR 0.9 MILE TO THE
 HC1026'AZIMUTH MARK ON THE RIGHT.  FROM THE AZIMUTH MARK CONTINUE
 HC1026'STRAIGHT AHEAD ON U.S. HIGHWAY 67 FOR 0.5 MILE TO THE STATION
 HC1026'ON THE RIGHT AS DESCRIBED.
 HC1026'
 HC1026'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HC1026
 HC1026                          STATION RECOVERY (1957)
 HC1026
 HC1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 HC1026'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HC1026'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ON U.S.
 HC1026'HIGHWAY 67 WILL DESTROY THE AZIMUTH MARK.  IT WAS MOVED.
 HC1026'ALL THE MARKS FOR THIS STATION WILL BE ALONG OLD U.S. HIGHWAY
 HC1026'67.  NEW U.S. HIGHWAY 67 WILL PASS ABOUT 100 YARDS TO THE EAST
 HC1026'OF THE STATION AND THE OLD HIGHWAY.  THE 1956 DESCRIPTION
 HC1026'IS ADEQUATE.  A SHORT DESCRIPTION FOR THE RESET AZIMUTH MARK
 HC1026'FOLLOWS.
 HC1026'
 HC1026'AZIMUTH MARK (RESET) IS 0.35 MILES SOUTH OF THE STATION ABOUT
 HC1026'100 YARDS WEST OF CENTER OF NEW U.S. HIGHWAY 67, 33 FEET WEST
 HC1026'OF THE CENTER OF OLD U.S. HIGHWAY 67, 15 FEET SOUTHWEST OF
 HC1026'POWER POLE WITH A TRANSFORMER, AND 1 FOOT EAST OF A FENCE.
 HC1026'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LEAD
 HC1026'1956 RESET 1957.
 HC1026
 HC1026                          STATION RECOVERY (1961)
 HC1026
 HC1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (PEC)
 HC1026'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HC1026'AZIMUTH MARK WAS SEARCHED FOR BUT IS BELIEVED TO BE DESTROYED DUE
 HC1026'TO HIGHWAY CONSTRUCTION.  ONE REFERENCE MARK WAS FOUND BUT NO
 HC1026'SEARCH WAS MADE FOR THE OTHER ONE.
 HC1026
 HC1026                          STATION RECOVERY (2002)
 HC1026
 HC1026'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (SEW)
 HC1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1037 ***********************************************************************
 HC1037  DESIGNATION -  LEADWOOD ST JOSEPH LEAD CO TK
 HC1037  PID         -  HC1037
 HC1037  STATE/COUNTY-  MO/ST FRANCOIS
 HC1037  USGS QUAD   -  FLAT RIVER (1982)
 HC1037
 HC1037                         *CURRENT SURVEY CONTROL
 HC1037  ___________________________________________________________________
 HC1037* NAD 83(1997)-  37 51 26.93776(N)    090 35 46.14156(W)     ADJUSTED  
 HC1037* NAVD 88     -                                                        
 HC1037  ___________________________________________________________________
 HC1037  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 HC1037  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HC1037
 HC1037  HORZ ORDER  -  THIRD
 HC1037
 HC1037.The horizontal coordinates were established by classical geodetic methods
 HC1037.and adjusted by the National Geodetic Survey in February 2000..
 HC1037
 HC1037
 HC1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1037
 HC1037.The geoid height was determined by GEOID03.
 HC1037
 HC1037;                    North         East     Units Scale Factor Converg.
 HC1037;SPC MO E     -   224,618.915   241,539.117   MT  0.99993421   -0 03 32.4
 HC1037;UTM  15      - 4,192,726.035   711,474.812   MT  1.00015085   +1 28 32.8
 HC1037
 HC1037                          SUPERSEDED SURVEY CONTROL
 HC1037
 HC1037  NAD 83(1997)-  37 51 26.94606(N)    090 35 46.14001(W) AD(       ) 4
 HC1037  NAD 83(1986)-  37 51 26.95146(N)    090 35 46.13911(W) AD(       ) 4
 HC1037  NAD 27      -  37 51 26.76600(N)    090 35 45.67700(W) AD(       ) 3
 HC1037
 HC1037.Superseded values are not recommended for survey control.
 HC1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1037.See file dsdata.txt to determine how the superseded data were derived.
 HC1037
 HC1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB1147592726(NAD 83)
 HC1037_MARKER: 53 = ELEVATED TANK
 HC1037
 HC1037  HISTORY     - Date     Condition        Report By
 HC1037  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC1037
 HC1037                          STATION DESCRIPTION
 HC1037
 HC1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1037'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF LEADWOOD
 HC1037'ON THE CREST OF A HIGH RIDGE.
 HC1037'
 HC1037'THE TANK IS OF WOOD CONSTRUCTION, PAINTED BLACK AND MOUNTED ON
 HC1037'TOP OF A FOUR LEGGED STEEL STRUCTURE.  IT IS ABOUT 100 FEET
 HC1037'HIGH.  THE APEX OF THE ROOF OF TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0883 ***********************************************************************
 GF0883  DESIGNATION -  LEANN
 GF0883  PID         -  GF0883
 GF0883  STATE/COUNTY-  MO/BARRY
 GF0883  USGS QUAD   -  JENKINS (1974)
 GF0883
 GF0883                         *CURRENT SURVEY CONTROL
 GF0883  ___________________________________________________________________
 GF0883* NAD 83(1997)-  36 49 29.16251(N)    093 39 00.99092(W)     ADJUSTED  
 GF0883* NAVD 88     -       464.     (meters)    1522.     (feet)  SCALED    
 GF0883  ___________________________________________________________________
 GF0883  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 GF0883  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GF0883
 GF0883  HORZ ORDER  -  FIRST
 GF0883
 GF0883.The horizontal coordinates were established by classical geodetic methods
 GF0883.and adjusted by the National Geodetic Survey in February 2000..
 GF0883
 GF0883.The orthometric height was scaled from a topographic map.
 GF0883
 GF0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0883
 GF0883.The geoid height was determined by GEOID03.
 GF0883
 GF0883;                    North         East     Units Scale Factor Converg.
 GF0883;SPC MO W     -    73,360.894   925,804.963   MT  1.00001194   +0 30 33.6
 GF0883;SPC MO C     -   110,624.708   397,382.480   MT  1.00006302   -0 41 22.2
 GF0883;UTM  15      - 4,075,630.782   442,008.209   MT  0.99964143   -0 23 23.2
 GF0883
 GF0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0883!SPC MO W     -   0.99993168  x   1.00001194  =   0.99994362
 GF0883!SPC MO C     -   0.99993168  x   1.00006302  =   0.99999470
 GF0883!UTM  15      -   0.99993168  x   0.99964143  =   0.99957314
 GF0883
 GF0883|---------------------------------------------------------------------|
 GF0883| PID    Reference Object                     Distance      Geod. Az  |
 GF0883|                                                           dddmmss.s |
 GF0883| CI1868 LEANN RM 3                          126.888 METERS 03601     |
 GF0883| CI1866 LEANN RM 1                           33.059 METERS 08733     |
 GF0883| CI1867 LEANN RM 2                           50.338 METERS 13223     |
 GF0883| GF0903 FAIRVIEW                            APPROX.19.4 KM 1833508.6 |
 GF0883| GF0882 JENKINS LOOKOUT TOWER               APPROX. 6.7 KM 2702935.2 |
 GF0883|---------------------------------------------------------------------|
 GF0883
 GF0883                          SUPERSEDED SURVEY CONTROL
 GF0883
 GF0883  NAD 83(1997)-  36 49 29.16312(N)    093 39 00.99047(W) AD(       ) 1
 GF0883  NAD 83(1997)-  36 49 29.16554(N)    093 39 00.99240(W) AD(       ) 1
 GF0883  NAD 83(1997)-  36 49 29.17279(N)    093 39 00.99188(W) AD(       ) 1
 GF0883  NAD 83(1986)-  36 49 29.17405(N)    093 39 00.99064(W) AD(       ) 1
 GF0883  NAD 27      -  36 49 28.95530(N)    093 39 00.28830(W) AD(       ) 1
 GF0883
 GF0883.Superseded values are not recommended for survey control.
 GF0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0883.See file dsdata.txt to determine how the superseded data were derived.
 GF0883
 GF0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4200875631(NAD 83)
 GF0883_MARKER: DS = TRIANGULATION STATION DISK
 GF0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0883+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 GF0883
 GF0883  HISTORY     - Date     Condition        Report By
 GF0883  HISTORY     - 1961     MONUMENTED       CGS
 GF0883  HISTORY     - 20021003 GOOD             GEOCAC
 GF0883
 GF0883                          STATION DESCRIPTION
 GF0883
 GF0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0883'ABOUT 4 MILES NORTH-NORTHEAST OF JENKINS, ABOUT 2-1/2 MILES
 GF0883'EAST-NORTHEAST OF LEANN, ABOUT 1-1/2 MILES SOUTHWEST OF
 GF0883'WHEELERVILLE, IN THE SOUTHEAST 1/4 OF SEC. 34, T. 25 N., R. 25
 GF0883'W., AND ON THE PROPERTY OF MR. ODDIE LEE TEAGUE.  IT IS 139
 GF0883'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 148, 85 FEET
 GF0883'NORTHWEST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 25 FEET
 GF0883'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 23 FEET SOUTHEAST
 GF0883'OF A FENCE CORNER, 13 FEET NORTHEAST OF A WITNESS POST AND
 GF0883'12 FEET EAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 GF0883'DISK IS STAMPED LEANN 1961.
 GF0883'
 GF0883'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 148 AND 39 ABOUT
 GF0883'1 MILE SOUTHEAST OF JENKINS, GO NORTHEASTERLY AND NORTHERLY ON
 GF0883'HIGHWAY 148 FOR 3.6 MILES TO THE ECHO HILL TRADING POST ON THE
 GF0883'RIGHT.  CONTINUE NORTHERLY ON HIGHWAY 148 FOR 0.8 MILE TO A
 GF0883'SIDE ROAD LEFT AND THE STATION.
 GF0883'
 GF0883'REFERENCE MARK 1 IS 35 FEET SOUTHEAST OF A POWER POLE WITH A GUY
 GF0883'WIRE, 31 FEET WEST OF THE CENTERLINE OF HIGHWAY 148 AND 14 FEET
 GF0883'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT
 GF0883'IS FLUSH AND THE DISK IS STAMPED LEANN NO 1 1961.
 GF0883'
 GF0883'REFERENCE MARK 2 IS 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GF0883'A PORCH ON A FRAME HOUSE, 42 FEET WEST OF THE CENTERLINE OF
 GF0883'HIGHWAY 148, 19 FEET EAST OF A POWER POLE WITH A TRANSFORMER
 GF0883'AND 2 FEET EAST OF AN EAST GATE POST.  THE MONUMENT IS FLUSH AND
 GF0883'THE DISK IS STAMPED LEANN NO 2 1961.
 GF0883'
 GF0883'REFERENCE MARK 3 IS 40 FEET SOUTHEAST OF THE CENTERLINE OF
 GF0883'HIGHWAY 148, 6 FEET SOUTHWEST OF A 10 INCH OAK TREE, 2 FEET
 GF0883'SOUTHWEST OF A WITNESS POST AND 1 FOOT NORTHWEST OF A WIRE FENCE.
 GF0883'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED LEANN
 GF0883'NO 3 1961.
 GF0883'
 GF0883'NOTE- THE DIRECTION TO REFERENCE MARK 3 WAS DETERMINED BY
 GF0883'PRECISE METHODS.
 GF0883'
 GF0883'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GF0883
 GF0883                          STATION RECOVERY (2002)
 GF0883
 GF0883'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0883'STATION,REF.1AND REF.2.
 GF0883'DID NOT LOOK FOR AZIMUTH THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0900 ***********************************************************************
 HC0900  DESIGNATION -  LEAP
 HC0900  PID         -  HC0900
 HC0900  STATE/COUNTY-  MO/PHELPS
 HC0900  USGS QUAD   -  NEWBURG (1992)
 HC0900
 HC0900                         *CURRENT SURVEY CONTROL
 HC0900  ___________________________________________________________________
 HC0900* NAD 83(1997)-  37 54 59.01841(N)    091 58 39.31087(W)     ADJUSTED  
 HC0900* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 HC0900  ___________________________________________________________________
 HC0900  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 HC0900  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HC0900
 HC0900  HORZ ORDER  -  SECOND
 HC0900
 HC0900.The horizontal coordinates were established by classical geodetic methods
 HC0900.and adjusted by the National Geodetic Survey in February 2000..
 HC0900
 HC0900.The orthometric height was scaled from a topographic map.
 HC0900
 HC0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0900
 HC0900.The geoid height was determined by GEOID03.
 HC0900
 HC0900;                    North         East     Units Scale Factor Converg.
 HC0900;SPC MO C     -   231,281.628   545,934.015   MT  0.99995931   +0 19 15.7
 HC0900;UTM  15      - 4,197,031.587   589,868.181   MT  0.99969947   +0 37 42.0
 HC0900
 HC0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0900!SPC MO C     -   0.99995948  x   0.99995931  =   0.99991879
 HC0900!UTM  15      -   0.99995948  x   0.99969947  =   0.99965897
 HC0900
 HC0900|---------------------------------------------------------------------|
 HC0900| PID    Reference Object                     Distance      Geod. Az  |
 HC0900|                                                           dddmmss.s |
 HC0900| CN6573 LEAP RM 1                            15.685 METERS 01607     |
 HC0900| CN6574 LEAP RM 2                            14.895 METERS 16420     |
 HC0900| CN6572 LEAP AZ MK                                         3590937.5 |
 HC0900|---------------------------------------------------------------------|
 HC0900
 HC0900                          SUPERSEDED SURVEY CONTROL
 HC0900
 HC0900  NAD 83(1986)-  37 54 59.03276(N)    091 58 39.30815(W) AD(       ) 2
 HC0900  NAD 27      -  37 54 58.88400(N)    091 58 38.72200(W) AD(       ) 2
 HC0900
 HC0900.Superseded values are not recommended for survey control.
 HC0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0900.See file dsdata.txt to determine how the superseded data were derived.
 HC0900
 HC0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8986897032(NAD 83)
 HC0900_MARKER: DD = SURVEY DISK
 HC0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0900_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0900
 HC0900  HISTORY     - Date     Condition        Report By
 HC0900  HISTORY     - 1946     MONUMENTED       CGS
 HC0900
 HC0900                          STATION DESCRIPTION
 HC0900
 HC0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HC0900'ON A PROMINENT POINT OF RIDGE WITH ROCK BLUFFS ON THREE SIDES AND
 HC0900'KNOWN LOCALLY AS LOVERS LEAP.  IT IS ABOUT 0.2 MILES SE OF
 HC0900'THE GASCONADE RIVER BANK AND 0.3 MILE SW OF THE JUNCTION OF
 HC0900'LITTLE PINEY CREEK AND THE GASCONADE RIVER, NEAR THE CENTER OF
 HC0900'SEC.  24. T. 37 N., R. 10 W..  THE STATION IS ON THE SLIGHTLY LOWER
 HC0900'NORTHERN EDGE OF THE RIDGE 19-1/2 FT. SW OF A 2 FT. OAK TREE
 HC0900'WITH A TRIANGLE BLAZE ON THE SIDE NEAR STATION.  THE MARK
 HC0900'PROJECTS 6 INCHES AND THE DISC IS STAMPED LEAP 1946.
 HC0900'
 HC0900'REACHED FROM THE JUNCTION OF US HIGHWAY 66 AND COUNTY ROUTE D,
 HC0900'JUST WEST OF THE US HIGHWAY CROSSING OF LITTLE PINEY CREEK, BY
 HC0900'PACKING NORTH WESTERLY UP HILL TO THE HIGHEST ELEVATION AND
 HC0900'STATION SITE.
 HC0900'
 HC0900'REFERENCE MARK NO. 1 IS N OF STATION 51.46 FT., 14 FT. N OF THE
 HC0900'ABOVE MENTIONED OAK TREE AND ABOUT 4 FT. LOWER THEN THE STATION
 HC0900'MARK ON A NORTH EAST EXTENSION OF THE RIDGE.  THE MARK PROJECTS
 HC0900'6 INCHES AND THE DISC IS STAMPED, LEAP NO 1 1946.
 HC0900'
 HC0900'REFERENCE MARK NO. 2 IS 48.87 FT. SSE OF STATION TOWARDS THE
 HC0900'SLIGHTLY HIGHER PART OF THE POINT OF RIDGE.  MARK PROJECTS 6
 HC0900'INCHES AND THE DISC IS STAMPED LEAP NO 2 1946.
 HC0900'
 HC0900'AZIMUTH MARK NE OF STATION AT THE EASTERN EDGE OF JEROME, 23 FT.
 HC0900'E OF THE CENTERLINE OF COUNTY ROUTE D AND 2 FT. W OF A WITNESS
 HC0900'POST.  THE MARK PROJECTS 6 IN. AND THE DISC IS STAMPED LEAP
 HC0900'1946.  IT MAY BE REACHED FROM THE JUNCTION OF US HIGHWAY 66 AND
 HC0900'COUNTY ROUTE D BY GOING NORTHERLY ON ROUTE D FOR 1.0 MILE TO
 HC0900'AZIMUTH MARK ON THE RIGHT.
 HC0900'
 HC0900'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1486 ***********************************************************************
 JC1486  DESIGNATION -  LEASBURG LOOKOUT TOWER
 JC1486  PID         -  JC1486
 JC1486  STATE/COUNTY-  MO/CRAWFORD
 JC1486  USGS QUAD   -  LEASBURG (1980)
 JC1486
 JC1486                         *CURRENT SURVEY CONTROL
 JC1486  ___________________________________________________________________
 JC1486* NAD 83(1997)-  38 05 16.09712(N)    091 17 19.07750(W)     ADJUSTED  
 JC1486* NAVD 88     -                                                        
 JC1486  ___________________________________________________________________
 JC1486  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 JC1486  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JC1486
 JC1486  HORZ ORDER  -  THIRD
 JC1486
 JC1486.The horizontal coordinates were established by classical geodetic methods
 JC1486.and adjusted by the National Geodetic Survey in February 2000..
 JC1486
 JC1486
 JC1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1486
 JC1486.The geoid height was determined by GEOID03.
 JC1486
 JC1486;                    North         East     Units Scale Factor Converg.
 JC1486;SPC MO E     -   250,471.378   180,819.210   MT  0.99999226   -0 29 11.4
 JC1486;UTM  15      - 4,216,940.071   650,079.543   MT  0.99987741   +1 03 21.2
 JC1486
 JC1486                          SUPERSEDED SURVEY CONTROL
 JC1486
 JC1486  NAD 83(1997)-  38 05 16.10428(N)    091 17 19.07600(W) AD(       ) 4
 JC1486  NAD 83(1986)-  38 05 16.11128(N)    091 17 19.07786(W) AD(       ) 4
 JC1486  NAD 27      -  38 05 15.94500(N)    091 17 18.55800(W) AD(       ) 3
 JC1486
 JC1486.Superseded values are not recommended for survey control.
 JC1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1486.See file dsdata.txt to determine how the superseded data were derived.
 JC1486
 JC1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5008016940(NAD 83)
 JC1486_MARKER: 57 = LOOKOUT TOWER
 JC1486
 JC1486  HISTORY     - Date     Condition        Report By
 JC1486  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1486
 JC1486                          STATION DESCRIPTION
 JC1486
 JC1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1486'THE STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE EAST NORTHEAST
 JC1486'OF CUBA, 6 MILES SOUTH SOUTHWEST OF BOURBON.
 JC1486'
 JC1486'THE TOWER IS A FOUR LEGGED WOODEN STRUCTURE WITH AN 8 FOOT
 JC1486'SQUARE HOUSE ON TOP.  IT IS ABOUT 70 FEET HIGH.  THE CENTER OF
 JC1486'THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1202 ***********************************************************************
 HD1202  DESIGNATION -  LEB
 HD1202  PID         -  HD1202
 HD1202  STATE/COUNTY-  MO/LACLEDE
 HD1202  USGS QUAD   -  LEBANON (1978)
 HD1202
 HD1202                         *CURRENT SURVEY CONTROL
 HD1202  ___________________________________________________________________
 HD1202* NAD 83(1997)-  37 40 25.49241(N)    092 39 39.20372(W)     ADJUSTED  
 HD1202* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 HD1202  ___________________________________________________________________
 HD1202  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 HD1202  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 HD1202
 HD1202  HORZ ORDER  -  SECOND
 HD1202
 HD1202.The horizontal coordinates were established by classical geodetic methods
 HD1202.and adjusted by the National Geodetic Survey in February 2000..
 HD1202
 HD1202.The orthometric height was scaled from a topographic map.
 HD1202
 HD1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1202
 HD1202.The geoid height was determined by GEOID03.
 HD1202
 HD1202;                    North         East     Units Scale Factor Converg.
 HD1202;SPC MO C     -   204,234.993   485,807.209   MT  0.99993581   -0 05 54.0
 HD1202;UTM  15      - 4,169,671.762   529,904.420   MT  0.99961101   +0 12 26.1
 HD1202
 HD1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1202!SPC MO C     -   0.99994306  x   0.99993581  =   0.99987887
 HD1202!UTM  15      -   0.99994306  x   0.99961101  =   0.99955409
 HD1202
 HD1202|---------------------------------------------------------------------|
 HD1202| PID    Reference Object                     Distance      Geod. Az  |
 HD1202|                                                           dddmmss.s |
 HD1202| CN6577 LEB RM 2                             26.435 METERS 13501     |
 HD1202| CN6575 LEB AZ MK                                          2275607.1 |
 HD1202| HD1205 LEBANON MUN LT WATER PLT STK        APPROX. 0.9 KM 2970300.8 |
 HD1202| CN6576 LEB RM 1                             30.983 METERS 35116     |
 HD1202| HD1204 VERNON                              APPROX. 4.0 KM 3523637.5 |
 HD1202|---------------------------------------------------------------------|
 HD1202
 HD1202                          SUPERSEDED SURVEY CONTROL
 HD1202
 HD1202  NAD 83(1986)-  37 40 25.50542(N)    092 39 39.20258(W) AD(       ) 2
 HD1202  NAD 27      -  37 40 25.35700(N)    092 39 38.57700(W) AD(       ) 2
 HD1202
 HD1202.Superseded values are not recommended for survey control.
 HD1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1202.See file dsdata.txt to determine how the superseded data were derived.
 HD1202
 HD1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2990469672(NAD 83)
 HD1202_MARKER: DS = TRIANGULATION STATION DISK
 HD1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1202
 HD1202  HISTORY     - Date     Condition        Report By
 HD1202  HISTORY     - 1947     MONUMENTED       CGS
 HD1202  HISTORY     - 1971     GOOD             NGS
 HD1202
 HD1202                          STATION DESCRIPTION
 HD1202
 HD1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1202'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF LEBANON,
 HD1202'ALONG THE EASTERLY EDGE OF US HIGHWAY 66, 77 FEET NORTHWEST
 HD1202'OF THE NORTHWEST CORNER OF THE BUICK GARAGE, 52 FEET WEST OF
 HD1202'THE SOUTHWEST CORNER OF A SMALL TAN STONE LIQUOR STORE, 40 FEET
 HD1202'EAST OF THE CENTERLINE OF US HIGHWAY 66, 12 FEET NORTH-NORTHWEST
 HD1202'OF A LONE BUSHY TREE AND 8 FEET NORTHEAST OF A WITNESS POST.
 HD1202'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LEB 1947.
 HD1202'
 HD1202'REFERENCE MARK NO. 1 IS 101.65 FEET NORTHWEST OF THE STATION,
 HD1202'41 FEET WEST-NORTHWEST OF THE CENTERLINE OF US HIGHWAY 66,
 HD1202'37 FEET DIRECTLY IN FRONT OF THE ENTRANCE DOOR TO THE NORTH
 HD1202'STAR CAFE AND 2 FEET NORTH-NORTHWEST OF THE CAFE SIGN.  THE
 HD1202'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LEB NO 1
 HD1202'1947.
 HD1202'
 HD1202'REFERENCE MARK NO. 2 IS 86.73 FEET SOUTHEAST OF THE STATION,
 HD1202'16 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE LIQUOR
 HD1202'STORE, ON THE PROPERTY LINE.  THE MARK PROJECTS 3 INCHES
 HD1202'AND THE DISK IS STAMPED LEB NO 2 1947.
 HD1202'
 HD1202'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHWEST OF THE STATION,
 HD1202'42 FEET SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 66, 2
 HD1202'FEET NORTH-NORTHEAST OF A WITNESS POST AND 1 FOOT EAST-SOUTHEAST
 HD1202'OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 HD1202'STAMPED LEB 1947.
 HD1202'
 HD1202'TO REACH FROM THE INTERSECTION OF US HIGHWAY 66 AND STATE
 HD1202'HIGHWAY 5 IN LEBANON, GO SOUTHWEST ON US HIGHWAY 66 FOR
 HD1202'0.2 MILE TO STATION ON THE LEFT ACROSS THE HIGHWAY FROM
 HD1202'THE NORTH STAR CAFE.  CONTINUE ON PAST STATION 0.2 MILE
 HD1202'TO THE AZIMUTH ON THE RIGHT.
 HD1202'
 HD1202'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1202
 HD1202                          STATION RECOVERY (1971)
 HD1202
 HD1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HD1202'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 HD1202'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 HD1202'DESTROYED BY STREET CONSTRUCTION AND THE DISK WAS SALVAGED--NO
 HD1202'OBJECTS WERE VISIBLE AT STATION SITE SO A NEW AZIMUTH MARK WAS NOT
 HD1202'SET.
 HD1202'
 HD1202'STATION MARK IS 77 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 HD1202'OLD BUICK GARAGE WHICH IS NOW THE LEBANON LOCKER PLANT(LV WALLICK
 HD1202'1946 ON THE NORTH SIDE OF THE BRICK BUILDING), 40 FEET EAST OF THE
 HD1202'CENTER OF BUSINESS U.S. HIGHWAY 66, AND 1 FOOT NORTHEAST OF THE
 HD1202'NORTH THE NORTH END OF THE PROPERTY LINE FENCE.
 HD1202'
 HD1202'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF THE FRONT OF WRIGHT REALTY
 HD1202'AND 47 FEET NORTH OF THE CENTER OF BUSINESS U.S. HIGHWAY 66.
 HD1202'
 HD1202'REFERENCE MARK NO. 2 IS UNDER A NORTH-SOUTH PROPERTY LINE FENCE
 HD1202'EAST OF THE LOCKER PLANT.
 HD1202'
 HD1202'TO REACH THE STATION IS OK EXCEPT THE HIGHWAYS HAVE CHANGED.  TO
 HD1202'REACH THE STATION FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY 66 AND
 HD1202'STATE HIGHWAY 5 IN LEBANON, GO SOUTHWEST ON BUSINESS U.S. HIGHWAY
 HD1202'66 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 HD1202'
 HD1202'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LEBANON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1206 ***********************************************************************
 HD1206  DESIGNATION -  LEBANON
 HD1206  PID         -  HD1206
 HD1206  STATE/COUNTY-  MO/LACLEDE
 HD1206  USGS QUAD   -  LEBANON (1978)
 HD1206
 HD1206                         *CURRENT SURVEY CONTROL
 HD1206  ___________________________________________________________________
 HD1206* NAD 83(1997)-  37 39 03.64056(N)    092 38 59.12552(W)     ADJUSTED  
 HD1206* NAVD 88     -       399.4    (meters)    1310.     (feet)  VERTCON   
 HD1206  ___________________________________________________________________
 HD1206  X           -    -233,763.442 (meters)                     COMP
 HD1206  Y           -  -5,051,070.011 (meters)                     COMP
 HD1206  Z           -   3,875,073.168 (meters)                     COMP
 HD1206  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HD1206  ELLIP HEIGHT-         369.20  (meters)          (02/17/00) GPS OBS
 HD1206  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 HD1206
 HD1206  HORZ ORDER  -  FIRST
 HD1206  ELLP ORDER  -  FOURTH    CLASS I
 HD1206
 HD1206.This mark is at Floyd W Jones Lebanon Airport (LBO)
 HD1206
 HD1206.The horizontal coordinates were established by classical geodetic methods
 HD1206.and adjusted by the National Geodetic Survey in February 2000..
 HD1206
 HD1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1206
 HD1206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1206
 HD1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1206
 HD1206.The ellipsoidal height was determined by GPS observations
 HD1206.and is referenced to NAD 83.
 HD1206
 HD1206.The geoid height was determined by GEOID03.
 HD1206
 HD1206;                    North         East     Units Scale Factor Converg.
 HD1206;SPC MO C     -   201,709.991   486,785.254   MT  0.99993548   -0 05 29.3
 HD1206;UTM  15      - 4,167,152.829   530,895.593   MT  0.99961176   +0 12 50.2
 HD1206
 HD1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1206!SPC MO C     -   0.99994207  x   0.99993548  =   0.99987755
 HD1206!UTM  15      -   0.99994207  x   0.99961176  =   0.99955385
 HD1206
 HD1206|---------------------------------------------------------------------|
 HD1206| PID    Reference Object                     Distance      Geod. Az  |
 HD1206|                                                           dddmmss.s |
 HD1206| CN6579 LEBANON RM 1                         37.079 METERS 16701     |
 HD1206| HD1199 TULSA ST LOUIS AWY BCN 54A          APPROX. 8.8 KM 1720016.5 |
 HD1206| HD1521 LEBAPORT                            425.923 METERS 2241759.2 |
 HD1206| CN6580 LEBANON RM 2                         45.665 METERS 29507     |
 HD1206| HD1207 TULSA ST LOUIS AWY BCN 54B            9.334 METERS 31146     |
 HD1206| HD1205 LEBANON MUN LT WATER PLT STK        APPROX. 3.4 KM 3285935.3 |
 HD1206| HD1203 LEBANON CONG CHURCH SPIRE           APPROX. 3.9 KM 3423108.5 |
 HD1206| CN6578 LEBANON AZ MK                                      3514822.4 |
 HD1206|---------------------------------------------------------------------|
 HD1206
 HD1206                          SUPERSEDED SURVEY CONTROL
 HD1206
 HD1206  NAD 83(1986)-  37 39 03.65400(N)    092 38 59.12454(W) AD(       ) 1
 HD1206  NAD 27      -  37 39 03.50200(N)    092 38 58.50100(W) AD(       ) 1
 HD1206  NGVD 29 (07/16/90)  399.3    (m)         1310.     (f) GPS OBS        
 HD1206
 HD1206.Superseded values are not recommended for survey control.
 HD1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1206.See file dsdata.txt to determine how the superseded data were derived.
 HD1206
 HD1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB3089667153(NAD 83)
 HD1206_MARKER: DS = TRIANGULATION STATION DISK
 HD1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1206_SP_SET: CONCRETE POST
 HD1206_STAMPING: LEBANON 1939
 HD1206_MARK LOGO: CGS   
 HD1206_PROJECTION: FLUSH
 HD1206_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1206+STABILITY: SURFACE MOTION
 HD1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1206+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1993
 HD1206
 HD1206  HISTORY     - Date     Condition        Report By
 HD1206  HISTORY     - 1939     MONUMENTED       CGS
 HD1206  HISTORY     - 1939     GOOD             CGS
 HD1206  HISTORY     - 1946     GOOD             CGS
 HD1206  HISTORY     - 1947     GOOD             CGS
 HD1206  HISTORY     - 19891102 GOOD             NGS
 HD1206  HISTORY     - 19900126 GOOD
 HD1206  HISTORY     - 19930520 GOOD             MODNR
 HD1206
 HD1206                          STATION DESCRIPTION
 HD1206
 HD1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1206'STATION IS 2 MILES SOUTH OF LEBANON IN THE NORTHEAST QUARTER
 HD1206'OF SECTION 23, T 34 N, R 16 W.  IT IS IN THE NORTHEAST CORNER
 HD1206'OF THE U.S. DEPARTMENT OF COMMERCE EMERGENCY LANDING FIELD,
 HD1206'30.65 FEET, 9.345 METERS, SOUTHEAST OF AIRWAY BEACON NO. 54 B,
 HD1206'70 FEET WEST OF THE CENTER OF THE PAVEMENT OF STATE HIGHWAY
 HD1206'NO. 5, AND 62 FEET SOUTH OF A FENCE RUNNING EAST AND WEST
 HD1206'ALONG THE NORTH SIDE OF THE LANDING FIELD.  THE MARK, NOTES
 HD1206'1A AND 7A, IS FLUSH WITH THE GROUND AND IS STAMPED LEBANON
 HD1206'1939.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 HD1206'NO. 66 AND STATE HIGHWAY NO. 5 AT THE SOUTH SIDE OF LEBANON,
 HD1206'DRIVE SOUTH ON STATE HIGHWAY NO. 5 FOR 1.9 MILES TO THE
 HD1206'STATION AND THE AIRWAY BEACON ON THE WEST SIDE OF THE
 HD1206'ROAD.
 HD1206'
 HD1206'REFERENCE MARK NO. 1 IS 121.65 FEET, 37.180 METERS,
 HD1206'SOUTH-SOUTHWEST OF THE STATION AND 1 FOOT WEST OF THE WEST
 HD1206'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES
 HD1206'ABOVE GROUND AND IS STAMPED LEBANON NO. 1 1939.
 HD1206'
 HD1206'REFERENCE MARK NO. 2 IS 149.82 FEET, 45.667 METERS, WEST-NORTHWEST
 HD1206'OF THE STATION AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE AT THE
 HD1206'NORTH SIDE OF THE LANDING FIELD.  THE MARK PROJECTS
 HD1206'3 INCHES ABOVE GROUND AND IS STAMPED LEBANON NO 2 1939.
 HD1206'
 HD1206'THE AZIMUTH MARK IS 0.7 MILE NORTH OF THE STATION.  IT IS
 HD1206'19 FEET SOUTH OF THE CENTER OF A GRADED GRAVEL ROAD AND 1
 HD1206'FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK, NOTE
 HD1206'11A, PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED LEBANON
 HD1206'1939.  TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH
 HD1206'ON STATE HIGHWAY NO. 5 FOR 0.7 MILE THEN TURN LEFT, WEST,
 HD1206'AND DRIVE 0.1 MILE TO THE MARK ON THE SOUTH SIDE OF THE
 HD1206'ROAD.
 HD1206'
 HD1206'AIRWAY BEACON NO. 54B IS IN THE NORTHEAST CORNER OF THE
 HD1206'U.S. DEPARTMENT OF COMMERCE EMERGENCY LANDING FIELD 2 MILES
 HD1206'SOUTH OF THE TOWN OF LEBANON.  IT IS A 50-FOOT, 4-LEGGED
 HD1206'STEEL TOWER AND HAS A GREEN LIGHT WHICH ROTATES EVERY 12
 HD1206'SECONDS.
 HD1206'
 HD1206'LEBANON STACK IS THE MUNICIPAL LIGHT PLANT STACK AND IS
 HD1206'ABOUT 175 FEET HIGH.  IT IS ON THE WEST SIDE OF VAN BUREN AVENUE
 HD1206'AND 1 BLOCK NORTH OF WEST COMMERCIAL STREET AND ABOUT 50
 HD1206'YARDS NORTHWEST OF THE MUNICIPAL STANDPIPE.  THE CENTER OF
 HD1206'THE TOP WAS OBSERVED UPON.
 HD1206'
 HD1206'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HD1206
 HD1206                          STATION RECOVERY (1939)
 HD1206
 HD1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 HD1206'RECOVERED IN GOOD CONDITION.
 HD1206
 HD1206                          STATION RECOVERY (1946)
 HD1206
 HD1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1206'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HD1206'FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK NO. 3 WAS
 HD1206'SET IN THE CONCRETE BASE OF AIRWAY BEACON NO. 54 B.
 HD1206'
 HD1206'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF LEBANON IN THE
 HD1206'NORTHEAST CORNER OF THE UNITED STATES DEPARTMENT OF COMMERCE
 HD1206'EMERGENCY LANDING FIELD, 30.61 FEET SOUTHEAST OF AIRWAY BEACON
 HD1206'NO. 54 B, 70 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 HD1206'NO. 5 AND 62 FEET NORTH OF THE SOUTH FENCE OF THE LANDING
 HD1206'FIELD IN THE NORTHEAST QUARTER OF SEC. 23, T. 34 N., R 16 W.
 HD1206'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HD1206'LEBANON 1939.
 HD1206'
 HD1206'REFERENCE MARK NO. 1 IS 121.65 FEET SOUTH-SOUTHEAST OF THE
 HD1206'STATION AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS
 HD1206'2 INCHES AND THE DISK IS STAMPED LEBANON NO 1 1939.
 HD1206'
 HD1206'REFERENCE MARK NO. 2 IS 149.82 FEET WEST-NORTHWEST OF THE
 HD1206'STATION AND 1 FOOT SOUTH OF THE EAST WEST FENCE.  THE MARK
 HD1206'PROJECTS 3 INCHES AND THE DISK IS STAMPED LEBANON NO 2 1939.
 HD1206'
 HD1206'REFERENCE MARK NO. 3 IS 30.61 FEET NORTHWEST OF THE STATION,
 HD1206'54 FEET SOUTH OF FENCE AND 42 FEET WEST OF FENCE.  THE MARK
 HD1206'IS SET FLUSH IN THE CONCRETE BASE OF AIRWAY BEACON NO. 54 B
 HD1206'AND THE DISK IS STAMPED LEBANON NO 3 1946.
 HD1206'
 HD1206'THE AZIMUTH MARK IS 0.7 MILE NORTH-NORTHWEST OF THE STATION,
 HD1206'19 FEET SOUTH OF CENTERLINE OF GRADED GRAVEL ROAD, 1 FOOT
 HD1206'NORTH OF FENCE AND 3 FEET EAST OF WITNESS POST.  THE MARK
 HD1206'PROJECTS 3 INCHES AND THE DISK IS STAMPED LEBANON 1939.
 HD1206'
 HD1206'STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS WERE FOUND.
 HD1206'
 HD1206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 HD1206'66 AND STATE HIGHWAY NO. 5 IN LEBANON, GO SOUTH ON STATE
 HD1206'HIGHWAY NO. 5 FOR 1.9 MILES TO AIRWAY BEACON NO. 54 B AND
 HD1206'THE STATION ON THE RIGHT AS DESCRIBED.
 HD1206'
 HD1206'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 HD1206'STATE HIGHWAY NO. 5 FOR 0.7 MILE TO CROSSROADS, TURN LEFT
 HD1206'AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HD1206'
 HD1206'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HD1206
 HD1206                          STATION RECOVERY (1947)
 HD1206
 HD1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1206'THE STATION WAS FOUND AS DESCRIBED, ALL MARKS ARE IN GOOD
 HD1206'CONDITION.  A NEW REFERENCE MARK NO. 3 WAS SET IN THE CONCRETE BASE
 HD1206'OF AIRWAY BEACON NO. 54 B, IN 1946.  A NEW DESCRIPTION FOLLOWS.
 HD1206'
 HD1206'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE DESCRIBED.
 HD1206'
 HD1206'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF LEBANON,
 HD1206'IN THE NORTHEAST CORNER OF THE US DEPT. OF COMMERCE EMERGENCY
 HD1206'LANDING FIELD, 70 FEET OF THE CENTERLINE OF STATE HIGHWAY
 HD1206'5, 62 FEET SOUTH OF THE EAST AND WEST FENCE, *30.61 FEET SOUTHEAST
 HD1206'OF AIRWAY BEACON NO. 54 B, IN THE NE 1/4 OF SEC. 23, T. 34 N., R.
 HD1206'16 W..  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HD1206'STAMPED LEBANON 1939.
 HD1206'
 HD1206'REFERENCE MARK NO. 1 IS 121.65 FEET SOUTH-SOUTHEAST OF THE
 HD1206'STATION, 3 FOOT NORTH OF A WITNESS POST AND 1 FOOT WEST OF
 HD1206'THE FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HD1206'LEBANON NO 1 1939.
 HD1206'
 HD1206'REFERENCE MARK NO. 2 IS 149.82 FEET WEST-NORTHWEST OF THE
 HD1206'STATION, 3 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF
 HD1206'THE FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HD1206'LEBANON NO 2 1939.
 HD1206'
 HD1206'REFERENCE MARK NO. 3 IS *30.61 FEET NORTHWEST OF THE STATION,
 HD1206'54 FEET SOUTH OF THE EAST AND WEST FENCE, 42 FEET WEST OF
 HD1206'THE NORTH AND SOUTH FENCE.  THE MARK IS SET IN THE CENTER OF THE
 HD1206'CONCRETE BASE OF AIRWAY BEACON NO. 54 B, AND THE DISK IS
 HD1206'STAMPED LEBANON 1946.
 HD1206'
 HD1206'AZIMUTH MARK IS ABOUT 0.7 MILE NORTH-NORTHWEST OF THE STATION,
 HD1206'21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF
 HD1206'A WITNESS POST AND 1 FOOT NORTH OF THE FENCE.  THE MARK
 HD1206'PROJECTS 3 INCHES AND THE DISK IS STAMPED LEBANON 1939.
 HD1206'
 HD1206'TO REACH FROM THE INTERSECTION OF US HIGHWAY 66 AND STATE
 HD1206'HIGHWAY 5 IN LEBANON, GO SOUTH ON HIGHWAY 5 FOR 1.9 MILES TO
 HD1206'AIRWAY BEACON ON THE RIGHT AND STATION.
 HD1206'
 HD1206'TO REACH AZIMUTH FROM THE STATION, GO NORTH ON HIGHWAY 5 FOR
 HD1206'0.7 MILE TO CROSSROADS, TURN LEFT 0.1 MILE TO MARK ON THE
 HD1206'LEFT.
 HD1206'
 HD1206'*1946 TRAVERSE DISTANCE.
 HD1206'
 HD1206'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HD1206
 HD1206                          STATION RECOVERY (1989)
 HD1206
 HD1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD1206'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF LEBANON, IN THE
 HD1206'NORTHEAST 1/4 OF SECTION 23, T34N, R16W AT THE FLOYD W. JONES LEBANON
 HD1206'AIRPORT NEAR THE SOUTHEAST CORNER OF LEBANON AT THE SITE OF AIRPORT
 HD1206'BEACON 54 B.  OWNERSHIP-CITY OF LEBANON, CITY HALL LEBANON, MO 65536.
 HD1206'AIRPORT MANAGER IS NORMAN ADMIRE, PHONE 417-532-2156, ON SITE CONTACT
 HD1206'WAS DON CLAXTON, PHONE IS 532-7879, 588-3638.
 HD1206'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 32 EAST AND
 HD1206'STATE ROUTE 5 SOUTH LOCATED NEAR THE SOUTHEAST CORNER OF LEBANON, GO
 HD1206'SOUTHERLY ALONG STATE ROUTE 5 FOR 0.48 KM (0.30 MI) TO BLAND ROAD ON
 HD1206'THE RIGHT, CONTINUE SOUTHERLY ALONG STATE ROUTE 5 FOR 1.2 KM
 HD1206'(0.75 MI) TO THE AIRPORT BEACON ON THE RIGHT AND THE STATION.
 HD1206'STATION IS AT THE EAST EDGE OF A GRAVEL CIRCULAR DRIVE AROUND THE
 HD1206'BEACON.  IT IS 9.3 M (30.5 FT) SOUTHEAST OF AIRPORT BEACON, 21.3 M
 HD1206'(69.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND FLUSH WITH THE
 HD1206'GRAVEL DRIVE.
 HD1206'DESCRIBED BY G.F.S.    NOTIFY MANAGER OF NIGHT WORK.
 HD1206
 HD1206                          STATION RECOVERY (1990)
 HD1206
 HD1206'RECOVERED 1990
 HD1206'RECOVERED IN GOOD CONDITION.
 HD1206
 HD1206                          STATION RECOVERY (1993)
 HD1206
 HD1206'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC)
 HD1206'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS AT AN AIRPORT ON
 HD1206'THE SOUTH SIDE OF LEBANON.  THE STATION IS 70 FT (21.3 M) WEST OF THE
 HD1206'CENTERLINE OF HIGHWAY 5, 49 FT (14.9 M) SOUTH OF A DRIVE INTO THE
 HD1206'HANGER AREA, 67.5 FT (20.6 M) NORTHEST OF THE SOUTHEAST CORNER OF THE
 HD1206'DURHAM COMPANY HANGER, 72.6 FT (22.1 M) SOUTHEAST OF THE NORTH EAST
 HD1206'CORNER OF THE DURHAM COMPANY HANGER, THE STATION IS 0.8 FT (0.2 M)
 HD1206'FROM THE BACK OF THE CURB AND SET AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1203 ***********************************************************************
 HD1203  DESIGNATION -  LEBANON CONG CHURCH SPIRE
 HD1203  PID         -  HD1203
 HD1203  STATE/COUNTY-  MO/LACLEDE
 HD1203  USGS QUAD   -  LEBANON (1978)
 HD1203
 HD1203                         *CURRENT SURVEY CONTROL
 HD1203  ___________________________________________________________________
 HD1203* NAD 83(1997)-  37 41 03.69400(N)    092 39 46.70088(W)     ADJUSTED  
 HD1203* NAVD 88     -                                                        
 HD1203  ___________________________________________________________________
 HD1203  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HD1203  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HD1203
 HD1203  HORZ ORDER  -  THIRD
 HD1203
 HD1203.The horizontal coordinates were established by classical geodetic methods
 HD1203.and adjusted by the National Geodetic Survey in February 2000..
 HD1203
 HD1203
 HD1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1203
 HD1203.The geoid height was determined by GEOID03.
 HD1203
 HD1203;                    North         East     Units Scale Factor Converg.
 HD1203;SPC MO C     -   205,413.013   485,625.546   MT  0.99993588   -0 05 58.7
 HD1203;UTM  15      - 4,170,848.415   529,716.537   MT  0.99961088   +0 12 21.7
 HD1203
 HD1203                          SUPERSEDED SURVEY CONTROL
 HD1203
 HD1203  NAD 83(1986)-  37 41 03.70814(N)    092 39 46.69990(W) AD(       ) 4
 HD1203  NAD 27      -  37 41 03.54000(N)    092 39 46.06000(W) AD(       ) 3
 HD1203
 HD1203.Superseded values are not recommended for survey control.
 HD1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1203.See file dsdata.txt to determine how the superseded data were derived.
 HD1203
 HD1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2971770848(NAD 83)
 HD1203_MARKER: 89 = SPIRE
 HD1203
 HD1203  HISTORY     - Date     Condition        Report By
 HD1203  HISTORY     - 1939     FIRST OBSERVED   CGS
 HD1203
 HD1203                          STATION DESCRIPTION
 HD1203
 HD1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1203'THIS IS THE SPIRE AND BELFREY OF THE CONGREGATIONAL CHURCH
 HD1203'AT THE SOUTHEAST CORNER OF HARWOOD AVENUE AND LOCUST STREET.
 HD1203'IT IS ABOUT 65 FEET HIGH.  THE TIP OF THE SPIRE WAS OBSERVED
 HD1203'UPON FROM TRIANGULATION STATIONS RUSS, LEBANON AND BATEMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1205 ***********************************************************************
 HD1205  DESIGNATION -  LEBANON MUN LT WATER PLT STK
 HD1205  PID         -  HD1205
 HD1205  STATE/COUNTY-  MO/LACLEDE
 HD1205  USGS QUAD   -  LEBANON (1978)
 HD1205
 HD1205                         *CURRENT SURVEY CONTROL
 HD1205  ___________________________________________________________________
 HD1205* NAD 83(1997)-  37 40 38.26863(N)    092 40 10.68655(W)     ADJUSTED  
 HD1205* NAVD 88     -                                                        
 HD1205  ___________________________________________________________________
 HD1205  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HD1205  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 HD1205
 HD1205  HORZ ORDER  -  THIRD
 HD1205
 HD1205.The horizontal coordinates were established by classical geodetic methods
 HD1205.and adjusted by the National Geodetic Survey in February 2000..
 HD1205
 HD1205
 HD1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1205
 HD1205.The geoid height was determined by GEOID03.
 HD1205
 HD1205;                    North         East     Units Scale Factor Converg.
 HD1205;SPC MO C     -   204,630.226   485,036.466   MT  0.99993609   -0 06 13.3
 HD1205;UTM  15      - 4,170,062.752   529,131.832   MT  0.99961045   +0 12 06.9
 HD1205
 HD1205                          SUPERSEDED SURVEY CONTROL
 HD1205
 HD1205  NAD 83(1986)-  37 40 38.28203(N)    092 40 10.68521(W) AD(       ) 4
 HD1205  NAD 27      -  37 40 38.13300(N)    092 40 10.05700(W) AD(       ) 3
 HD1205
 HD1205.Superseded values are not recommended for survey control.
 HD1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1205.See file dsdata.txt to determine how the superseded data were derived.
 HD1205
 HD1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2913270063(NAD 83)
 HD1205_MARKER: 63 = STACK
 HD1205
 HD1205  HISTORY     - Date     Condition        Report By
 HD1205  HISTORY     - 1939     FIRST OBSERVED   CGS
 HD1205  HISTORY     - 1946     GOOD             CGS
 HD1205
 HD1205                          STATION DESCRIPTION
 HD1205
 HD1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1205'THIS IS THE STACK OF THE MUNICIPAL POWER PLANT FOR THE TOWN OF
 HD1205'LEBANON.  IT IS ABOUT 175 FEET HIGH AND IS ON THE WEST SIDE OF
 HD1205'VAN BUREN AVENUE ABOUT 1 BLOCK NORTH OF WEST COMMERCIAL STREET
 HD1205'AND ABOUT 50 YARDS NORTHWEST OF THE MUNICIPAL STANDPIPE.  THE
 HD1205'CENTER OF THE TOP WAS OBSERVED UPON FROM TRIANGULATION STATIONS
 HD1205'LEBANON RUSS AND BATEMAN.
 HD1205
 HD1205                          STATION RECOVERY (1946)
 HD1205
 HD1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1205'THE STATION IS LOCATED IN THE TOWN OF LEBANON ON THE WEST SIDE,
 HD1205'130 FEET SOUTH OF THE CENTERLINE OF VAN BUREN AVE. AND 100 FEET
 HD1205'EAST OF THE CENTERLINE OF SECOND STREET AT THE SOUTHWEST CORNER
 HD1205'OF A LARGE BRICK BUILDING.
 HD1205'
 HD1205'THE STACK IS OF CONCRETE CONSTRUCTION, 150 FEET HIGH AND 15 FEET
 HD1205'IN DIAMETER AT THE BASE.
 HD1205'
 HD1205'THE POINT INTERSECTED WAS THE TOP OF THE STACK.
 HD1205'
 HD1205'TO REACH THE STATION FROM THE POST OFFICE IN LEBANON, GO
 HD1205'SOUTHWEST 5 BLOCKS ON COMMERCIAL STREET TO VAN BUREN AVE.  TURN
 HD1205'RIGHT AND GO NORTHWEST 1 BLOCK ON VAN BUREN AVE. TO SECOND STREET
 HD1205'AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1201 ***********************************************************************
 HD1201  DESIGNATION -  LEBANON MUNICIPAL STANDPIPE
 HD1201  PID         -  HD1201
 HD1201  STATE/COUNTY-  MO/LACLEDE
 HD1201  USGS QUAD   -  LEBANON (1978)
 HD1201
 HD1201                         *CURRENT SURVEY CONTROL
 HD1201  ___________________________________________________________________
 HD1201* NAD 83(1997)-  37 40 37.97586(N)    092 40 08.88792(W)     ADJUSTED  
 HD1201* NAVD 88     -                                                        
 HD1201  ___________________________________________________________________
 HD1201  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 HD1201  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 HD1201
 HD1201  HORZ ORDER  -  THIRD
 HD1201
 HD1201.The horizontal coordinates were established by classical geodetic methods
 HD1201.and adjusted by the National Geodetic Survey in February 2000..
 HD1201
 HD1201
 HD1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1201
 HD1201.The geoid height was determined by GEOID03.
 HD1201
 HD1201;                    North         East     Units Scale Factor Converg.
 HD1201;SPC MO C     -   204,621.121   485,080.522   MT  0.99993607   -0 06 12.2
 HD1201;UTM  15      - 4,170,053.884   529,175.920   MT  0.99961048   +0 12 08.0
 HD1201
 HD1201                          SUPERSEDED SURVEY CONTROL
 HD1201
 HD1201  NAD 83(1986)-  37 40 37.98989(N)    092 40 08.88698(W) AD(       ) 4
 HD1201  NAD 27      -  37 40 37.84000(N)    092 40 08.27000(W) AD(       ) 3
 HD1201
 HD1201.Superseded values are not recommended for survey control.
 HD1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1201.See file dsdata.txt to determine how the superseded data were derived.
 HD1201
 HD1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2917670054(NAD 83)
 HD1201_MARKER: 52 = STANDPIPE TANK
 HD1201
 HD1201  HISTORY     - Date     Condition        Report By
 HD1201  HISTORY     - 1939     FIRST OBSERVED   CGS
 HD1201
 HD1201                          STATION DESCRIPTION
 HD1201
 HD1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1201'THIS IS THE STANDPIPE OF THE MUNICIPAL WATER PLANT FOR
 HD1201'THE TOWN OF LEBANON.  IT IS ABOUT 100 FEET HIGH AND IS ON
 HD1201'THE WEST SIDE OF VAN BUREN AVENUE ABOUT 1 BLOCK NORTH OF WEST
 HD1201'COMMERCIAL STREET AND BOUT 50 YARDS SOUTHEAST OF THE MUNICIPAL
 HD1201'STACK.  THE CENTER OF THE TOP WHICH COMES TO A POINT WAS
 HD1201'OBSERVED UPON FROM TRIANGULATION STATIONS RUSS AND BATEMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1521 ***********************************************************************
 HD1521  CBN         -  This is a Cooperative Base Network Control Station.
 HD1521  PACS        -  This is a Primary Airport Control Station.
 HD1521  DESIGNATION -  LEBAPORT
 HD1521  PID         -  HD1521
 HD1521  STATE/COUNTY-  MO/LACLEDE
 HD1521  USGS QUAD   -  LEBANON (1978)
 HD1521
 HD1521                         *CURRENT SURVEY CONTROL
 HD1521  ___________________________________________________________________
 HD1521* NAD 83(1997)-  37 38 53.75308(N)    092 39 11.26022(W)     ADJUSTED  
 HD1521* NAVD 88     -       400.43   (meters)    1313.7    (feet)  GPS OBS   
 HD1521  ___________________________________________________________________
 HD1521  X           -    -234,069.259 (meters)                     COMP
 HD1521  Y           -  -5,051,243.118 (meters)                     COMP
 HD1521  Z           -   3,874,832.457 (meters)                     COMP
 HD1521  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 HD1521  ELLIP HEIGHT-         370.28  (meters)          (03/31/98) GPS OBS
 HD1521  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HD1521
 HD1521  HORZ ORDER  -  B
 HD1521  ELLP ORDER  -  THIRD     CLASS I
 HD1521
 HD1521.This mark is at Floyd W Jones Lebanon Airport (LBO)
 HD1521
 HD1521.The horizontal coordinates were established by GPS observations
 HD1521.and adjusted by the National Geodetic Survey in March 1998..
 HD1521
 HD1521.The orthometric height was determined by GPS observations and a
 HD1521.high-resolution geoid model.
 HD1521
 HD1521.GPS derived orthometric heights for airport stations designated as
 HD1521.PACS or SACS are published to 2 decimal places.  This maintains
 HD1521.centimeter relative accuracy between the PACS and SACS.  It does
 HD1521.not indicate centimeter accuracy relative to other marks which are
 HD1521.part of the NAVD 88 network.
 HD1521
 HD1521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1521
 HD1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1521
 HD1521.The ellipsoidal height was determined by GPS observations
 HD1521.and is referenced to NAD 83.
 HD1521
 HD1521.The geoid height was determined by GEOID03.
 HD1521
 HD1521;                    North         East     Units Scale Factor Converg.
 HD1521;SPC MO C     -   201,405.656   486,487.318   MT  0.99993558   -0 05 36.7
 HD1521;UTM  15      - 4,166,847.008   530,599.379   MT  0.99961153   +0 12 42.8
 HD1521
 HD1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1521!SPC MO C     -   0.99994190  x   0.99993558  =   0.99987748
 HD1521!UTM  15      -   0.99994190  x   0.99961153  =   0.99955345
 HD1521
 HD1521:                Primary Azimuth Mark                     Grid Az
 HD1521:SPC MO C     -  LEBAPORT AZ MK                           001 53 38.3
 HD1521:UTM  15      -  LEBAPORT AZ MK                           001 35 18.8
 HD1521
 HD1521|---------------------------------------------------------------------|
 HD1521| PID    Reference Object                     Distance      Geod. Az  |
 HD1521|                                                           dddmmss.s |
 HD1521| HD1522 LEBAPORT AZ MK                      APPROX. 0.7 KM 0014801.6 |
 HD1521|---------------------------------------------------------------------|
 HD1521
 HD1521                          SUPERSEDED SURVEY CONTROL
 HD1521
 HD1521  NAD 83(1986)-  37 38 53.76610(N)    092 39 11.25903(W) AD(       ) 3
 HD1521  NGVD 29 (07/16/90)  400.4    (m)         1314.     (f) GPS OBS        
 HD1521
 HD1521.Superseded values are not recommended for survey control.
 HD1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1521.See file dsdata.txt to determine how the superseded data were derived.
 HD1521
 HD1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB3059966847(NAD 83)
 HD1521_MARKER: I = METAL ROD
 HD1521_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HD1521_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HD1521_STAMPING: LEBAPORT 1990
 HD1521_MARK LOGO: NGS   
 HD1521_PROJECTION: FLUSH
 HD1521_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1521+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2001
 HD1521_ROD/PIPE-DEPTH: 1.85 meters
 HD1521_SLEEVE-DEPTH  : 0.93 meters
 HD1521
 HD1521  HISTORY     - Date     Condition        Report By
 HD1521  HISTORY     - 1990     MONUMENTED       NGS
 HD1521  HISTORY     - 19970221 GOOD             NGS
 HD1521  HISTORY     - 20010125 GOOD             LOCENG
 HD1521
 HD1521                          STATION DESCRIPTION
 HD1521
 HD1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HD1521'STATION IS LOCATED ABOUT 33.9 KM (21.05 MI) SOUTH OF CAMDENTON, AT THE
 HD1521'FLOYD W. JONES LEBANON AIRPORT AT THE SOUTHEAST CORNER OF LEBANON.
 HD1521'OWNERSHIP-CITY OF LEBANON, CITY HALL, LEBANON, MO. 65536.  AIRPORT
 HD1521'MANAGER IS NORMAN ADMIRE, PHONE, 417-532-2156, ON SITE CONTACT IS DON
 HD1521'CLAXTON (ASSISTANT MNGR.), PHONE IS 417-532-7879, 588-3638.
 HD1521'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 32 EAST AND
 HD1521'STATE ROUTE 5 SOUTH LOCATED NEAR THE SOUTHEAST CORNER OF LEBANON, GO
 HD1521'SOUTHERLY ALONG STATE ROUTE 5 FOR 0.48 KM (0.30 MI) TO BLAND ROAD ON
 HD1521'THE RIGHT, CONTINUE SOUTHERLY ALONG STATE ROUTE 5 FOR 1.2 KM
 HD1521'(0.75 MI) TO THE AIRPORT BEACON ON THE RIGHT.  CONTINUE AHEAD FOR 0.48
 HD1521'KM (0.30 MI) TO THE AIRPORT ACCESS ROAD TO THE TERMINAL, THEN GO NORTH
 HD1521'ALONG A PARKING AREA AND BETWEEN TWO HANGARS TO A MID-FIELD CONNECTOR,
 HD1521'THEN GO WESTERLY ALONG THE CONNECTOR CROSSING A TAXIWAY AND RUNWAY FOR
 HD1521'0.3 KM (0.20 MI) TO THE STATION.
 HD1521'THE STATION MARK IS SET 61.2 M (200.8 FT) WEST OF THE RUNWAY
 HD1521'CENTRLINE, 41.8 M (137.1 FT) NORTH OF THE EXTENDED CENTER OF THE
 HD1521'CONNECTOR AND 0.75 M (2.5 FT) EAST OF A WITNESS POST.
 HD1521'DESCRIBED BY R.D.B..
 HD1521'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 HD1521
 HD1521                          STATION RECOVERY (1997)
 HD1521
 HD1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HD1521'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF LEBANON, MO., JUST
 HD1521'SOUTH OF INTERSTATE 44 (EXIT 129) , AT THE FLOYD W.  JONES LEBANON
 HD1521'AIRPORT (LBO) , IN THE GRASS, NORTHWEST OF THE RUNWAY AND TAXIWAY/RAMP
 HD1521'JUNCTION IN FRONT OF THE TERMINAL.  OWNERSHIP--CITY OF LEBANON, CITY
 HD1521'HALL, LEBANON, MO.  65536.  AIRPORT MANAGER NORMAN ADMIRE, ASSISTANT
 HD1521'AIRPORT MANAGER DON CLAXTON, PHONE 417-532-7879 OR 588-3638.
 HD1521'NOTE--CONTACT ONE OF THE MANAGERS ON ARRIVAL.  NOTE--THIS STATION IS
 HD1521'THE PRIMARY AIRPORT CONTROL (PAC) STATION.  TO REACH THE STATION FROM
 HD1521'THE JUNCTION OF STATE HIGHWAYS 5 AND 32 NEAR THE SOUTHEAST CORNER OF
 HD1521'LEBANON, GO SOUTH, 1.7 KM (1.05 MI) ALONG HIGHWAY 5 TO THE AIRPORT
 HD1521'ENTRANCE ROAD AND OFFICE ON THE RIGHT.  TURN RIGHT, WEST THEN RIGHT
 HD1521'AGAIN NORTH, 0.2 KM (0.10 MI) ALONG A PARKING AREA TO THE SOUTH END OF
 HD1521'THE FIRST HANGAR AND ACCESS ROAD.  TURN LEFT, WESTERLY, 0.3 KM (0.20
 HD1521'MI) ALONG THE ACCESS ROAD, ACROSS THE MAIN TAXIWAY, ALONG THE
 HD1521'TAXIWAY/RAMP AND ACROSS THE RUNWAY TO THE STATION ON THE RIGHT, WEST
 HD1521'OF THE RUNWAY.  NOTE--THE DATUM POINT IS A PUNCH MARK ON THE TOP
 HD1521'CENTER OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 1.85 M, (6.07 FT)
 HD1521'IN A 0.93 M (3.05 FT) LONG GREASE FILLED SLEEVE, ENCASED IN A 5-INCH
 HD1521'PVC PIPE WITH LOGO CAP, SURROUNDED BY CONCRETE. ACCESS TO THE DATUM
 HD1521'POINT IS THROUGH A 5-INCH LOGO CAP.  THE STATION IS 61.2 M (200.8 FT)
 HD1521'WEST OF THE RUNWAY CENTER, 41.8 M (137.1 FT) NORTH OF THE EXTENDED
 HD1521'TAXIWAY/RAMP CENTER, 0.75 M (2.46 FT) EAST OF A WITNESS POST, AND THE
 HD1521'STATION IS ABOUT LEVEL WITH THE RUNWAY AND FLUSH WITH THE GROUND
 HD1521'SURFACE.  BY R.G.  HAYES.
 HD1521
 HD1521                          STATION RECOVERY (2001)
 HD1521
 HD1521'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (CMC)
 HD1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1522 ***********************************************************************
 HD1522  SACS        -  This is a Secondary Airport Control Station.
 HD1522  DESIGNATION -  LEBAPORT AZ MK
 HD1522  PID         -  HD1522
 HD1522  STATE/COUNTY-  MO/LACLEDE
 HD1522  USGS QUAD   -  LEBANON (1978)
 HD1522
 HD1522                         *CURRENT SURVEY CONTROL
 HD1522  ___________________________________________________________________
 HD1522* NAD 83(1997)-  37 39 16.90283(N)    092 39 10.34495(W)     ADJUSTED  
 HD1522* NAVD 88     -       397.     (meters)    1302.     (feet)  VERTCON   
 HD1522  ___________________________________________________________________
 HD1522  X           -    -234,026.547 (meters)                     COMP
 HD1522  Y           -  -5,050,806.080 (meters)                     COMP
 HD1522  Z           -   3,875,395.609 (meters)                     COMP
 HD1522  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HD1522  ELLIP HEIGHT-         367.07  (meters)          (02/17/00) GPS OBS
 HD1522  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HD1522
 HD1522  HORZ ORDER  -  THIRD
 HD1522  ELLP ORDER  -  FOURTH    CLASS I
 HD1522
 HD1522.This mark is at Floyd W Jones Lebanon Airport (LBO)
 HD1522
 HD1522.The horizontal coordinates were established by GPS observations
 HD1522.and adjusted by the National Geodetic Survey in February 2000..
 HD1522.No horizontal observational check was made to the station.
 HD1522
 HD1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1522
 HD1522.GPS derived orthometric heights for airport stations designated as
 HD1522.PACS or SACS are published to 2 decimal places.  This maintains
 HD1522.centimeter relative accuracy between the PACS and SACS.  It does
 HD1522.not indicate centimeter accuracy relative to other marks which are
 HD1522.part of the NAVD 88 network.
 HD1522
 HD1522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HD1522
 HD1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1522
 HD1522.The ellipsoidal height was determined by GPS observations
 HD1522.and is referenced to NAD 83.
 HD1522
 HD1522.The geoid height was determined by GEOID03.
 HD1522
 HD1522;                    North         East     Units Scale Factor Converg.
 HD1522;SPC MO C     -   202,119.291   486,510.916   MT  0.99993557   -0 05 36.2
 HD1522;UTM  15      - 4,167,560.528   530,619.167   MT  0.99961155   +0 12 43.4
 HD1522
 HD1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1522!SPC MO C     -   0.99994240  x   0.99993557  =   0.99987798
 HD1522!UTM  15      -   0.99994240  x   0.99961155  =   0.99955397
 HD1522
 HD1522:                Primary Azimuth Mark                     Grid Az
 HD1522:SPC MO C     -  LEBAPORT                                 181 53 38.3
 HD1522:UTM  15      -  LEBAPORT                                 181 35 18.7
 HD1522
 HD1522|---------------------------------------------------------------------|
 HD1522| PID    Reference Object                     Distance      Geod. Az  |
 HD1522|                                                           dddmmss.s |
 HD1522| HD1521 LEBAPORT                            APPROX. 0.7 KM 1814802.1 |
 HD1522|---------------------------------------------------------------------|
 HD1522
 HD1522                          SUPERSEDED SURVEY CONTROL
 HD1522
 HD1522  NAD 83(1986)-  37 39 16.91585(N)    092 39 10.34377(W) AD(       ) 3
 HD1522  NGVD 29 (07/16/90)  397.     (m)         1302.     (f) GPS OBS        
 HD1522
 HD1522.Superseded values are not recommended for survey control.
 HD1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1522.See file dsdata.txt to determine how the superseded data were derived.
 HD1522
 HD1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB3061967561(NAD 83)
 HD1522_MARKER: I = METAL ROD
 HD1522_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HD1522_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HD1522_STAMPING: LEBAPORT AZ MK 1989
 HD1522_MARK LOGO: NGS   
 HD1522_PROJECTION: PROJECTING 7 CENTIMETERS
 HD1522_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1522+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1996
 HD1522_ROD/PIPE-DEPTH: 1.2  meters
 HD1522_SLEEVE-DEPTH  : 0.92 meters
 HD1522
 HD1522  HISTORY     - Date     Condition        Report By
 HD1522  HISTORY     - 1989     MONUMENTED       NGS
 HD1522  HISTORY     - 19900126 GOOD
 HD1522  HISTORY     - 19961112 GOOD             NGS
 HD1522
 HD1522                          STATION DESCRIPTION
 HD1522
 HD1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1522'STATION IS LOCATED ABOUT 33.9 KM (21.05 MI) SOUTH OF CAMDENTON, AT THE
 HD1522'FLOYD W. JONES LEBANON AIRPORT AT THE SOUTHEAST CORNER OF LEBANON.
 HD1522'OWNERSHIP-CITY OF LEBANON, CITY HALL, LEBANON, MO 65536.  AIRPORT
 HD1522'MANAGER IS NORMAN ADMIRE, PHONE, 417-532-7879, 532-3666 (HOME), ON
 HD1522'SITE CONTACT IS DON CLAXTON (ASSISTANT MNGR.), PHONE IS 417-532-3638
 HD1522'(HOME).
 HD1522'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 32 EAST AND
 HD1522'STATE ROUTE 5 SOUTH LOCATED NEAR THE SOUTHEAST CORNER OF LEBANON, GO
 HD1522'SOUTHERLY ALONG STATE ROUTE 5 FOR 0.48 KM (0.30 MI) TO BLAND ROAD ON
 HD1522'THE RIGHT, CONTINUE SOUTHERLY ALONG STATE ROUTE 5 FOR 1.68 KM
 HD1522'(1.05 MI) TO THE AIRPORT SIGN ON THE RIGHT.  TURN SHARP LEFT AT
 HD1522'AIRPORT SIGN THEN SHARP LEFT AND GO WESTERLY BETWEEN HANGARS FOR 0.16
 HD1522'KM (0.10 MI) TO THE JUNCTION OF A TAXIWAY AND CONNECTOR.  TURN RIGHT
 HD1522'AND GO NORTHERLY ON THE TAXIWAY FOR 0.96 KM (0.60 MI) TO THE JUNCTION
 HD1522'WITH RUNWAY 18-36 (NOTE-PRESENT TAXIWAY BEARS NORTHERLY, THEN
 HD1522'NORTHWESTERLY, THEN NORTHERLY AGAIN, CONSTRUCTION IS PROPOSED TO
 HD1522'STRAIGHTEN TAXIWAY IN THE FUTURE).  BEAR WESTERLY AROUND THE END OF
 HD1522'THE RUNWAY AND GO SOUTH TO THE FIRST RUNWAY LIGHT ON THE WEST SIDE OF
 HD1522'THE RUNWAY AND THE STATION ON THE RIGHT IN-LINE WITH THE RUNWAY LIGHT.
 HD1522'THE STATION MARK IS SET 60.25 M (197.7 FT) WEST OF THE RUNWAY
 HD1522'CENTERLINE, 74.3 M (243.8 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 HD1522'RUNWAY, 93.0 M (305.1 FT) EAST-NORTHEAST OF A UTILITY POLE WITH A
 HD1522'TRANSFORMER AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 HD1522'DESCRIBED BY VCP.
 HD1522'NOTE--ACCESS TO THE DATUM IS HAD THROUGH A 5-INCH LOGO CAP.
 HD1522
 HD1522                          STATION RECOVERY (1990)
 HD1522
 HD1522'RECOVERED 1990
 HD1522'RECOVERED IN GOOD CONDITION.
 HD1522
 HD1522                          STATION RECOVERY (1996)
 HD1522
 HD1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 HD1522'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF LEBANON, MO., JUST
 HD1522'SOUTH OF INTERSTATE 44 (EXIT 129) , AT THE FLOYD W.  JONES LEBANON
 HD1522'AIRPORT (LBO) , IN THE GRASS, NEAR AND WEST OF RUNWAY END 18,
 HD1522'SOUTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY.  OWNERSHIP--CITY OF
 HD1522'LEBANON, CITY HALL, LEBANON, MO.  65536.  AIRPORT MANAGER NORMAN
 HD1522'ADMIRE, ASSISTANT AIRPORT MANAGER DON CLAXTON, PHONE 417-532-7879 OR
 HD1522'588-3638.  NOTE--CONTACT ONE OF THE MANAGERS ON ARRIVAL.  NOTE--THIS
 HD1522'STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) .  TO REACH THE
 HD1522'STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 32 NEAR THE
 HD1522'SOUTHEAST CORNER OF LEBANON, GO SOUTH, 1.7 KM (1.05 MI) ALONG HIGHWAY
 HD1522'5 TO THE AIRPORT ENTRANCE ROAD AND OFFICE ON THE RIGHT.  TURN RIGHT,
 HD1522'WEST THEN RIGHT AGAIN NORTH, 0.2 KM (0.10 MI) ALONG A PARKING AREA TO
 HD1522'THE SOUTH END OF THE FIRST HANGAR AND ACCESS ROAD.  TURN LEFT,
 HD1522'WESTERLY, 0.2 KM (0.10 MI) ALONG THE ACCESS ROAD TO THE MAIN TAXI.
 HD1522'TURN RIGHT, NORTHERLY, 0.96 KM (0.60 MI) ALONG THE MAIN TAXI TO RUNWAY
 HD1522'END 18.  BEAR LEFT, SOUTHWEST, 0.05 KM (0.05 MI) CROSSING THE RUNWAY
 HD1522'TO THE STATION, SOUTHWEST OF THE NORTHWEST CORNER.  NOTE-- THE DATUM
 HD1522'POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD
 HD1522'DRIVEN TO A DEPTH OF 1.85 M, (6.07 FT) IN A 0.93 M (3.05 FT) LONG
 HD1522'GREASE FILLED SLEEVE, ENCASSED IN A 5-INCH PVC PIPE WITH LOGO CAP,
 HD1522'SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 HD1522'LOGO CAP.  STATION IS 93.0 M (305.1 FT) EAST-NORTHEAST OF A UTILITY
 HD1522'POLE WITH TRANSFORMER, 74.3 M (243.8 FT) SOUTHWEST OF THE NORTHWEST
 HD1522'CORNER OF THE RUNWAY, 60.3 M (197.8 FT) WEST OF THE RUNWAY CENTER, 2.0
 HD1522'M (6.6 FT) NORTH OF THE EXTENDED LINE OF THE FIRST SET OF RUNWAY
 HD1522'LIGHTS SOUTH OF THE RUNWAYS NORTH END, 0.3 M (1.0 FT) EAST OF A
 HD1522'WITNESS POST, AND THE STATION IS ABOUT 0.3 M (1.0 FT) BELOW THE RUNWAY
 HD1522'LEVEL AND PROJECTING ABOUT 7-CM ABOVE THE GROUND SURFACE.  BY R.G.
 HD1522'HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0865 ***********************************************************************
 HC0865  DESIGNATION -  LECOMA
 HC0865  PID         -  HC0865
 HC0865  STATE/COUNTY-  MO/PHELPS
 HC0865  USGS QUAD   -  LECOMA (1992)
 HC0865
 HC0865                         *CURRENT SURVEY CONTROL
 HC0865  ___________________________________________________________________
 HC0865* NAD 83(1997)-  37 48 22.97559(N)    091 41 15.68912(W)     ADJUSTED  
 HC0865* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 HC0865  ___________________________________________________________________
 HC0865  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 HC0865  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HC0865
 HC0865  HORZ ORDER  -  SECOND
 HC0865
 HC0865.The horizontal coordinates were established by classical geodetic methods
 HC0865.and adjusted by the National Geodetic Survey in February 2000..
 HC0865
 HC0865.The orthometric height was scaled from a topographic map.
 HC0865
 HC0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0865
 HC0865.The geoid height was determined by GEOID03.
 HC0865
 HC0865;                    North         East     Units Scale Factor Converg.
 HC0865;SPC MO C     -   219,253.947   571,530.069   MT  0.99999633   +0 29 52.7
 HC0865;SPC MO E     -   219,607.648   145,413.560   MT  1.00006801   -0 43 41.2
 HC0865;UTM  15      - 4,185,144.117   615,521.987   MT  0.99976437   +0 48 16.3
 HC0865
 HC0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0865!SPC MO C     -   0.99995048  x   0.99999633  =   0.99994681
 HC0865!SPC MO E     -   0.99995048  x   1.00006801  =   1.00001849
 HC0865!UTM  15      -   0.99995048  x   0.99976437  =   0.99971486
 HC0865
 HC0865|---------------------------------------------------------------------|
 HC0865| PID    Reference Object                     Distance      Geod. Az  |
 HC0865|                                                           dddmmss.s |
 HC0865| CN6582 LECOMA RM 1                          29.351 METERS 00530     |
 HC0865| CN6581 LECOMA AZ MK                                       0090358.5 |
 HC0865| CN6583 LECOMA RM 2                          28.312 METERS 10020     |
 HC0865|---------------------------------------------------------------------|
 HC0865
 HC0865                          SUPERSEDED SURVEY CONTROL
 HC0865
 HC0865  NAD 83(1986)-  37 48 22.99074(N)    091 41 15.68601(W) AD(       ) 2
 HC0865  NAD 27      -  37 48 22.83900(N)    091 41 15.13500(W) AD(       ) 2
 HC0865
 HC0865.Superseded values are not recommended for survey control.
 HC0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0865.See file dsdata.txt to determine how the superseded data were derived.
 HC0865
 HC0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB1552285144(NAD 83)
 HC0865_MARKER: DD = SURVEY DISK
 HC0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0865
 HC0865  HISTORY     - Date     Condition        Report By
 HC0865  HISTORY     - 1947     MONUMENTED       CGS
 HC0865
 HC0865                          STATION DESCRIPTION
 HC0865
 HC0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0865'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTH-SOUTHEAST OF ROLLA
 HC0865'AND 3.0 MILES NORTHEAST OF LECOMA, IN THE SW 1/4 OF SEC. 27.,
 HC0865'T. 36 N., R. 7 W., ALONG THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 72
 HC0865'WHERE A POWERLINE CROSSES THE ROAD.  IT IS 39 FEET WEST OF THE
 HC0865'CENTERLINE OF STATE HIGHWAY 72, 5 FEET NORTH OF A WITNESS POST
 HC0865'AND 2 FEET EAST OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 HC0865'DISK IS STAMPED LECOMA 1947.
 HC0865'
 HC0865'REFERENCE MARK NO. 1 IS 96.30 FEET WEST OF THE CENTERLINE OF
 HC0865'STATE HIGHWAY 72, 5 FEET SOUTH OF A LARGE TREE WITH TRIANGLE
 HC0865'BLAZE AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES
 HC0865'AND THE DISK IS STAMPED LECOMA NO 1 1947.
 HC0865'
 HC0865'REFERENCE MARK NO. 2 IS 92.89 FEET EAST OF THE STATION AND 58
 HC0865'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 72.  THE MARK
 HC0865'PROJECTS 6 INCHES AND THE DISK IS STAMPED LECOMA NO 2 1947.
 HC0865'
 HC0865'AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF THE STATION, 45 FEET
 HC0865'EAST OF THE CENTERLINE OF STATE HIGHWAY 72 AND 2.5 FEET SOUTHWEST
 HC0865'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 HC0865'STAMPED LECOMA 1947.
 HC0865'
 HC0865'TO REACH FROM THE JUNCTION OF US HIGHWAYS 66 AND 63 IN THE
 HC0865'SOUTHWEST EDGE OF ROLLA, GO SOUTH ON US HIGHWAY 63 FOR 0.35 MILE.
 HC0865'THENCE LEFT ON STATE HIGHWAY 72 FOR 11.7 MILES TO THE AZIMUTH
 HC0865'ON THE LEFT, CONTINUE ON 0.25 MILE TO WHERE A POWERLINE CROSSES
 HC0865'THE ROAD AND THE STATION ON THE RIGHT.
 HC0865'
 HC0865'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1010 ***********************************************************************
 HC1010  DESIGNATION -  LEEPER
 HC1010  PID         -  HC1010
 HC1010  STATE/COUNTY-  MO/REYNOLDS
 HC1010  USGS QUAD   -  ELLINGTON SE (1968)
 HC1010
 HC1010                         *CURRENT SURVEY CONTROL
 HC1010  ___________________________________________________________________
 HC1010* NAD 83(1997)-  37 05 08.18662(N)    090 46 45.69876(W)     ADJUSTED  
 HC1010* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 HC1010  ___________________________________________________________________
 HC1010  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 HC1010  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HC1010
 HC1010  HORZ ORDER  -  THIRD
 HC1010
 HC1010.The horizontal coordinates were established by classical geodetic methods
 HC1010.and adjusted by the National Geodetic Survey in February 2000..
 HC1010
 HC1010.The orthometric height was scaled from a topographic map.
 HC1010
 HC1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1010
 HC1010.The geoid height was determined by GEOID03.
 HC1010
 HC1010;                    North         East     Units Scale Factor Converg.
 HC1010;SPC MO E     -   138,989.037   225,163.165   MT  0.99994093   -0 10 06.4
 HC1010;UTM  15      - 4,106,676.245   697,375.620   MT  1.00007993   +1 20 22.2
 HC1010
 HC1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1010!SPC MO E     -   0.99996856  x   0.99994093  =   0.99990949
 HC1010!UTM  15      -   0.99996856  x   1.00007993  =   1.00004849
 HC1010
 HC1010:                Primary Azimuth Mark                     Grid Az
 HC1010:SPC MO E     -  LEEPER RM 3                              064 26 11.7
 HC1010:UTM  15      -  LEEPER RM 3                              062 55 43.1
 HC1010
 HC1010|---------------------------------------------------------------------|
 HC1010| PID    Reference Object                     Distance      Geod. Az  |
 HC1010|                                                           dddmmss.s |
 HC1010| CI4485 LEEPER RM 3                                        0641605.3 |
 HC1010| CI4483 LEEPER RM 1                          11.881 METERS 07225     |
 HC1010| CI4484 LEEPER RM 2                          11.606 METERS 18414     |
 HC1010| HC1011 GARWOOD LOOKOUT TOWER               APPROX.10.7 KM 2511839.2 |
 HC1010|---------------------------------------------------------------------|
 HC1010
 HC1010                          SUPERSEDED SURVEY CONTROL
 HC1010
 HC1010  NAD 83(1986)-  37 05 08.19764(N)    090 46 45.69739(W) AD(       ) 3
 HC1010  NAD 27      -  37 05 08.01820(N)    090 46 45.26060(W) AD(       ) 3
 HC1010
 HC1010.Superseded values are not recommended for survey control.
 HC1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1010.See file dsdata.txt to determine how the superseded data were derived.
 HC1010
 HC1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB9737606676(NAD 83)
 HC1010_MARKER: DS = TRIANGULATION STATION DISK
 HC1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1010
 HC1010  HISTORY     - Date     Condition        Report By
 HC1010  HISTORY     - 1962     MONUMENTED       CGS
 HC1010
 HC1010                          STATION DESCRIPTION
 HC1010
 HC1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1010'THE STATION IS ABOUT 4-1/2 MILES WEST AND 4-1/2 MILES SOUTH OF
 HC1010'PIEDMONT, ABOUT 4 MILES WEST AND 1 MILE NORTH OF LEEPER, IN THE
 HC1010'NORTHWEST 1/4 OF SEC. 19, T. 28 N., R. 2 E., AND ON THE ROAD
 HC1010'RIGHT-OF-WAY.  IT IS 83 FEET EAST OF THE WAYNE-REYNOLDS COUNTY
 HC1010'LINE, 34 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 34 AND
 HC1010'19 FEET NORTHWEST OF A 12 INCH OAK TREE WITH A TRIANGULAR BLAZE
 HC1010'ON THE NORTH SIDE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HC1010'STAMPED LEEPER 1962.
 HC1010'
 HC1010'TO REACH FROM THE BANK OF PIEDMONT IN PIEDMONT, GO SOUTH AND
 HC1010'SOUTHWEST ON STATE HIGHWAY 34 FOR 6.8 MILES TO THE JUNCITON WITH
 HC1010'COUNTY ROAD J.  CONTINUE WEST ON HIGHWAY 34 FOR 2.25 MILES TO
 HC1010'THE JUNCTION WITH COUNTY ROAD KK.  CONTINUE WEST ON HIGHWAY 34 FOR
 HC1010'2.05 MILES TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE WEST ON
 HC1010'HIGHWAY 34 FOR 0.1 MILE TO A DIM WOODS ROAD AND THE STATION ON
 HC1010'THE LEFT.
 HC1010'
 HC1010'REFERENCE MARK 1 IS 35 FEET NORTHEAST OF THE TRIANGULAR BLAZED
 HC1010'OAK TREE, 30 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 34 AND 7
 HC1010'FEET SOUTH OF A ROAD SIGN WITH THE LEGEND WINDING ROAD.  THE
 HC1010'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED LEEPER NO 1
 HC1010'1962.
 HC1010'
 HC1010'REFERENCE MARK 2 IS 30 FEET SOUTHWEST OF THE TRIANGULAR BLAZED
 HC1010'OAK TREE AND 9 FEET WEST OF THE CENTERLINE OF THE DIM WOODS
 HC1010'ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HC1010'LEEPER NO 2 1962.
 HC1010'
 HC1010'REFERENCE MARK 3 IS 43 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 HC1010'34, 28 FEET WEST OF A 24 INCH OAK TREE AND 2 FEET SOUTH OF A
 HC1010'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HC1010'STAMPED LEEPER NO 3 1962.
 HC1010'
 HC1010'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 HC1010'
 HC1010'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1882 ***********************************************************************
 JE1882  DESIGNATION -  LEES SUMMIT CO HOME TANK
 JE1882  PID         -  JE1882
 JE1882  STATE/COUNTY-  MO/JACKSON
 JE1882  USGS QUAD   -  LEES SUMMIT (1990)
 JE1882
 JE1882                         *CURRENT SURVEY CONTROL
 JE1882  ___________________________________________________________________
 JE1882* NAD 83(1997)-  38 58 27.38222(N)    094 23 47.76291(W)     ADJUSTED  
 JE1882* NAVD 88     -                                                        
 JE1882  ___________________________________________________________________
 JE1882  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 JE1882  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JE1882
 JE1882  HORZ ORDER  -  THIRD
 JE1882
 JE1882.The horizontal coordinates were established by classical geodetic methods
 JE1882.and adjusted by the National Geodetic Survey in February 2000..
 JE1882
 JE1882
 JE1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1882
 JE1882.The geoid height was determined by GEOID03.
 JE1882
 JE1882;                    North         East     Units Scale Factor Converg.
 JE1882;SPC MO W     -   311,598.538   858,959.817   MT  0.99994216   +0 03 54.1
 JE1882;UTM  15      - 4,314,849.118   379,019.575   MT  0.99978022   -0 52 42.7
 JE1882
 JE1882                          SUPERSEDED SURVEY CONTROL
 JE1882
 JE1882  NAD 83(1997)-  38 58 27.38229(N)    094 23 47.76295(W) AD(       ) 4
 JE1882  NAD 83(1986)-  38 58 27.38893(N)    094 23 47.75854(W) AD(       ) 4
 JE1882  NAD 27      -  38 58 27.36380(N)    094 23 46.93638(W) AD(       ) 3
 JE1882
 JE1882.Superseded values are not recommended for survey control.
 JE1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1882.See file dsdata.txt to determine how the superseded data were derived.
 JE1882
 JE1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7902014849(NAD 83)
 JE1882_MARKER: 53 = ELEVATED TANK
 JE1882
 JE1882  HISTORY     - Date     Condition        Report By
 JE1882  HISTORY     - 1972     FIRST OBSERVED   NGS
 JE1882  HISTORY     - 20060114 GOOD             GEOCAC
 JE1882
 JE1882                          STATION DESCRIPTION
 JE1882
 JE1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1882'THE STATION, LEES SUMMIT COUNTY HOME FOR THE AGED AND INFIRM WATER
 JE1882'TANK, IS THE CENTER OF THE TOP OF AN ELEVATED WATER TANK, PAINTED
 JE1882'SILVER AND IS SUPPORTED BY FOUR ROUND LEGS.  THE STRUCTURE HAS AN
 JE1882'OVERALL HEIGHT OF 130 FEET AND IS LOCATED AT THE SOUTHWEST SIDE OF
 JE1882'THE JACKSON COUNTY HOME FOR THE AGED AND INFIRM.
 JE1882'
 JE1882'TO REACH FROM THE CROSSROADS IN UNITY VILLAGE, GO EAST ON COLBORN
 JE1882'ROAD FOR 1.6 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON DOUGLAS
 JE1882'STREET FOR 2.1 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND FOLLOW
 JE1882'DRIVEWAY WEST FOR 0.25 MILE TO THE COUNTY HOME AND TANK.
 JE1882
 JE1882                          STATION RECOVERY (2006)
 JE1882
 JE1882'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1882'THE TANK IS ON THE GROUNDS OF THE TRUMAN MEDICAL CENTER.  IT IS
 JE1882'PAINTED OFF-WHITE WITH BLUE LETTERS ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1868 ***********************************************************************
 JE1868  DESIGNATION -  LEES SUMMIT HWY PATROL RAD TWR
 JE1868  PID         -  JE1868
 JE1868  STATE/COUNTY-  MO/JACKSON
 JE1868  USGS QUAD   -  LAKE JACOMO (1990)
 JE1868
 JE1868                         *CURRENT SURVEY CONTROL
 JE1868  ___________________________________________________________________
 JE1868* NAD 83(1997)-  38 54 16.17158(N)    094 21 52.35244(W)     ADJUSTED  
 JE1868* NAVD 88     -                                                        
 JE1868  ___________________________________________________________________
 JE1868  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JE1868  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JE1868
 JE1868  HORZ ORDER  -  THIRD
 JE1868
 JE1868.The horizontal coordinates were established by classical geodetic methods
 JE1868.and adjusted by the National Geodetic Survey in February 2000..
 JE1868
 JE1868
 JE1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1868
 JE1868.The geoid height was determined by GEOID03.
 JE1868
 JE1868;                    North         East     Units Scale Factor Converg.
 JE1868;SPC MO W     -   303,855.970   861,749.280   MT  0.99994288   +0 05 06.3
 JE1868;UTM  15      - 4,307,062.992   381,680.813   MT  0.99977238   -0 51 25.4
 JE1868
 JE1868                          SUPERSEDED SURVEY CONTROL
 JE1868
 JE1868  NAD 83(1997)-  38 54 16.17167(N)    094 21 52.35247(W) AD(       ) 4
 JE1868  NAD 83(1986)-  38 54 16.17827(N)    094 21 52.34854(W) AD(       ) 4
 JE1868  NAD 27      -  38 54 16.15067(N)    094 21 51.52983(W) AD(       ) 3
 JE1868
 JE1868.Superseded values are not recommended for survey control.
 JE1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1868.See file dsdata.txt to determine how the superseded data were derived.
 JE1868
 JE1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8168107063(NAD 83)
 JE1868_MARKER: 43 = RADIO/TV TOWER
 JE1868
 JE1868  HISTORY     - Date     Condition        Report By
 JE1868  HISTORY     - 1972     FIRST OBSERVED   NGS
 JE1868  HISTORY     - 19950821 GOOD             USPSQD
 JE1868  HISTORY     - 20050511 GOOD             INDIV
 JE1868
 JE1868                          STATION DESCRIPTION
 JE1868
 JE1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1868'THE STATION, LEES SUMMIT MISSOURI HIGHWAY PATROL RADIO TOWER KAA 202,
 JE1868'IS THE TOP CENTER OF A FOUR-LEGGED, SELF SUPPORTING TOWER THAT IS
 JE1868'PAINTED RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 325
 JE1868'FEET AND IS OWNED BY THE MISSOURI HIGHWAY PATROL.
 JE1868'
 JE1868'IT IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 JE1868'291 NORTH IN LEES SUMMIT.
 JE1868
 JE1868                          STATION RECOVERY (1995)
 JE1868
 JE1868'RECOVERY NOTE BY US POWER SQUADRON 1995
 JE1868'RECOVERED IN GOOD CONDITION.
 JE1868
 JE1868                          STATION RECOVERY (2005)
 JE1868
 JE1868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1880 ***********************************************************************
 JE1880  DESIGNATION -  LEES SUMMIT PURCELL ST TANK
 JE1880  PID         -  JE1880
 JE1880  STATE/COUNTY-  MO/JACKSON
 JE1880  USGS QUAD   -  LEES SUMMIT (1990)
 JE1880
 JE1880                         *CURRENT SURVEY CONTROL
 JE1880  ___________________________________________________________________
 JE1880* NAD 83(1997)-  38 53 46.23167(N)    094 23 11.49086(W)     ADJUSTED  
 JE1880* NAVD 88     -                                                        
 JE1880  ___________________________________________________________________
 JE1880  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 JE1880  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JE1880
 JE1880  HORZ ORDER  -  THIRD
 JE1880
 JE1880.The horizontal coordinates were established by classical geodetic methods
 JE1880.and adjusted by the National Geodetic Survey in February 2000..
 JE1880
 JE1880
 JE1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1880
 JE1880.The geoid height was determined by GEOID03.
 JE1880
 JE1880;                    North         East     Units Scale Factor Converg.
 JE1880;SPC MO W     -   302,930.163   859,843.682   MT  0.99994237   +0 04 16.5
 JE1880;UTM  15      - 4,306,168.789   379,760.573   MT  0.99977803   -0 52 14.6
 JE1880
 JE1880                          SUPERSEDED SURVEY CONTROL
 JE1880
 JE1880  NAD 83(1997)-  38 53 46.23177(N)    094 23 11.49085(W) AD(       ) 4
 JE1880  NAD 83(1986)-  38 53 46.23848(N)    094 23 11.48702(W) AD(       ) 4
 JE1880  NAD 27      -  38 53 46.21096(N)    094 23 10.66566(W) AD(       ) 3
 JE1880
 JE1880.Superseded values are not recommended for survey control.
 JE1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1880.See file dsdata.txt to determine how the superseded data were derived.
 JE1880
 JE1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7976106169(NAD 83)
 JE1880_MARKER: 53 = ELEVATED TANK
 JE1880
 JE1880  HISTORY     - Date     Condition        Report By
 JE1880  HISTORY     - 1972     FIRST OBSERVED   NGS
 JE1880  HISTORY     - 20050511 GOOD             INDIV
 JE1880
 JE1880                          STATION DESCRIPTION
 JE1880
 JE1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1880'THE STATION, LEES SUMMIT PURCELL STREET TANK, IS THE CENTER OF THE
 JE1880'TOP OF AN ELEVATED WATER TANK, PAINTED SILVER AND IS SUPPORTED BY
 JE1880'FOUR I-BEAM LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 100
 JE1880'FEET AND A LADDER ON THE SOUTHWEST LEG.  IT IS 100 FEET SOUTH OF
 JE1880'THE CENTER OF PURCELL STREET AND 0.6 MILE WEST OF THE JUNCTION
 JE1880'OF STATE HIGHWAY 291 AND PURCELL STREET IN LEES SUMMIT.  THE TANK
 JE1880'IS PRIVATELY OWNED BY MR. HENRY POOS.
 JE1880
 JE1880                          STATION RECOVERY (2005)
 JE1880
 JE1880'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1874 ***********************************************************************
 JE1874  DESIGNATION -  LEES SUMMIT UNITY SCHOOL TOWER
 JE1874  PID         -  JE1874
 JE1874  STATE/COUNTY-  MO/JACKSON
 JE1874  USGS QUAD   -  LEES SUMMIT (1990)
 JE1874
 JE1874                         *CURRENT SURVEY CONTROL
 JE1874  ___________________________________________________________________
 JE1874* NAD 83(1997)-  38 56 50.77579(N)    094 24 27.00839(W)     ADJUSTED  
 JE1874* NAVD 88     -                                                        
 JE1874  ___________________________________________________________________
 JE1874  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JE1874  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JE1874
 JE1874  HORZ ORDER  -  THIRD
 JE1874
 JE1874.The horizontal coordinates were established by classical geodetic methods
 JE1874.and adjusted by the National Geodetic Survey in February 2000..
 JE1874
 JE1874
 JE1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1874
 JE1874.The geoid height was determined by GEOID03.
 JE1874
 JE1874;                    North         East     Units Scale Factor Converg.
 JE1874;SPC MO W     -   308,618.603   858,018.195   MT  0.99994197   +0 03 29.3
 JE1874;UTM  15      - 4,311,885.564   378,029.181   MT  0.99978319   -0 53 05.6
 JE1874
 JE1874                          SUPERSEDED SURVEY CONTROL
 JE1874
 JE1874  NAD 83(1997)-  38 56 50.77597(N)    094 24 27.00845(W) AD(       ) 4
 JE1874  NAD 83(1986)-  38 56 50.78320(N)    094 24 27.00451(W) AD(       ) 4
 JE1874  NAD 27      -  38 56 50.75279(N)    094 24 26.17945(W) AD(       ) 3
 JE1874
 JE1874.Superseded values are not recommended for survey control.
 JE1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1874.See file dsdata.txt to determine how the superseded data were derived.
 JE1874
 JE1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7802911886(NAD 83)
 JE1874_MARKER: 55 = TOWER
 JE1874
 JE1874  HISTORY     - Date     Condition        Report By
 JE1874  HISTORY     - 1949     FIRST OBSERVED   CGS
 JE1874  HISTORY     - 1954     GOOD             CGS
 JE1874  HISTORY     - 1972     GOOD             NGS
 JE1874  HISTORY     - 20041218 GOOD             GEOCAC
 JE1874
 JE1874                          STATION DESCRIPTION
 JE1874
 JE1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 JE1874'LOCATED ON THE GROUNDS OF THE UNITY SCHOOL OF CHRISTIANITY
 JE1874'FARM ABOUT 2.2 MILES NORTHWEST OF LEES SUMMIT AND ABOUT 300.0
 JE1874'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY NO. 50.
 JE1874'
 JE1874'IT IS A STONE TOWER WITH AN OVER-ALL HEIGHT OF 175.0 FEET
 JE1874'TO THE APEX OF THE ROOF.  THE POINT OBSERVED UPON WAS THE
 JE1874'POINT AT THE PEAK OF THE ROOF.
 JE1874
 JE1874                          STATION RECOVERY (1954)
 JE1874
 JE1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 JE1874'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 JE1874
 JE1874                          STATION RECOVERY (1972)
 JE1874
 JE1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1874'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION
 JE1874'IS ADEQUATE.
 JE1874'
 JE1874'NOTE--THE STATION IS LISTED AS LEES SUMMIT UNITY SCHOOL OF
 JE1874'CHRISTIANITY TWR 1949.
 JE1874
 JE1874                          STATION RECOVERY (2004)
 JE1874
 JE1874'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 JE1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1881 ***********************************************************************
 JE1881  DESIGNATION -  LEES SUMMIT WESTERN ELEC TANK
 JE1881  PID         -  JE1881
 JE1881  STATE/COUNTY-  MO/JACKSON
 JE1881  USGS QUAD   -  LEES SUMMIT (1990)
 JE1881
 JE1881                         *CURRENT SURVEY CONTROL
 JE1881  ___________________________________________________________________
 JE1881* NAD 83(1997)-  38 55 45.71313(N)    094 23 43.33466(W)     ADJUSTED  
 JE1881* NAVD 88     -                                                        
 JE1881  ___________________________________________________________________
 JE1881  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 JE1881  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JE1881
 JE1881  HORZ ORDER  -  THIRD
 JE1881
 JE1881.The horizontal coordinates were established by classical geodetic methods
 JE1881.and adjusted by the National Geodetic Survey in February 2000..
 JE1881
 JE1881
 JE1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1881
 JE1881.The geoid height was determined by GEOID03.
 JE1881
 JE1881;                    North         East     Units Scale Factor Converg.
 JE1881;SPC MO W     -   306,613.500   859,072.129   MT  0.99994219   +0 03 56.7
 JE1881;UTM  15      - 4,309,863.715   379,049.815   MT  0.99978014   -0 52 36.9
 JE1881
 JE1881                          SUPERSEDED SURVEY CONTROL
 JE1881
 JE1881  NAD 83(1997)-  38 55 45.71319(N)    094 23 43.33467(W) AD(       ) 4
 JE1881  NAD 83(1986)-  38 55 45.71940(N)    094 23 43.33065(W) AD(       ) 4
 JE1881  NAD 27      -  38 55 45.68833(N)    094 23 42.50814(W) AD(       ) 3
 JE1881
 JE1881.Superseded values are not recommended for survey control.
 JE1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1881.See file dsdata.txt to determine how the superseded data were derived.
 JE1881
 JE1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7905009864(NAD 83)
 JE1881_MARKER: 53 = ELEVATED TANK
 JE1881
 JE1881  HISTORY     - Date     Condition        Report By
 JE1881  HISTORY     - 1972     FIRST OBSERVED   NGS
 JE1881  HISTORY     - 20050511 GOOD             INDIV
 JE1881
 JE1881                          STATION DESCRIPTION
 JE1881
 JE1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1881'THE STATION, LEES SUMMIT WESTERN ELECTRIC COMPANY WATER TANK, IS THE
 JE1881'CENTER OF THE TOP OF A PEDESTAL-SPHERE WATER TANK, PAINTED SILVER
 JE1881'AND HAS AN OVERALL HEIGHT OF 130 FEET.  IT IS LOCATED ON THE EAST
 JE1881'SIDE OF THE PLANT AT THE INTERSECTION OF CHIPMAN ROAD AND U.S.
 JE1881'HIGHWAY 50 AT LEES SUMMIT.
 JE1881
 JE1881                          STATION RECOVERY (2005)
 JE1881
 JE1881'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE1881'TANK IS NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2770 ***********************************************************************
 JD2770  DESIGNATION -  LEETON
 JD2770  PID         -  JD2770
 JD2770  STATE/COUNTY-  MO/JOHNSON
 JD2770  USGS QUAD   -  LEETON (1981)
 JD2770
 JD2770                         *CURRENT SURVEY CONTROL
 JD2770  ___________________________________________________________________
 JD2770* NAD 83(1997)-  38 35 16.32580(N)    093 41 48.20445(W)     ADJUSTED  
 JD2770* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 JD2770  ___________________________________________________________________
 JD2770  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 JD2770  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JD2770
 JD2770  HORZ ORDER  -  SECOND
 JD2770
 JD2770.The horizontal coordinates were established by classical geodetic methods
 JD2770.and adjusted by the National Geodetic Survey in February 2000..
 JD2770
 JD2770.The orthometric height was scaled from a topographic map.
 JD2770
 JD2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2770
 JD2770.The geoid height was determined by GEOID03.
 JD2770
 JD2770;                    North         East     Units Scale Factor Converg.
 JD2770;SPC MO W     -   269,006.691   919,983.222   MT  1.00000147   +0 30 03.7
 JD2770;SPC MO C     -   306,361.642   395,738.699   MT  1.00006715   -0 44 47.3
 JD2770;UTM  15      - 4,271,273.616   439,320.738   MT  0.99964534   -0 26 04.5
 JD2770
 JD2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2770!SPC MO W     -   0.99995943  x   1.00000147  =   0.99996090
 JD2770!SPC MO C     -   0.99995943  x   1.00006715  =   1.00002658
 JD2770!UTM  15      -   0.99995943  x   0.99964534  =   0.99960479
 JD2770
 JD2770|---------------------------------------------------------------------|
 JD2770| PID    Reference Object                     Distance      Geod. Az  |
 JD2770|                                                           dddmmss.s |
 JD2770| CN6585 LEETON RM 1                          21.110 METERS 23042     |
 JD2770| CN6584 LEETON AZ MK                                       2923623.1 |
 JD2770| CN6586 LEETON RM 2                          25.439 METERS 32504     |
 JD2770|---------------------------------------------------------------------|
 JD2770
 JD2770                          SUPERSEDED SURVEY CONTROL
 JD2770
 JD2770  NAD 83(1997)-  38 35 16.32807(N)    093 41 48.20330(W) AD(       ) 2
 JD2770  NAD 83(1986)-  38 35 16.33470(N)    093 41 48.20230(W) AD(       ) 2
 JD2770  NAD 27      -  38 35 16.27900(N)    093 41 47.43400(W) AD(       ) 2
 JD2770
 JD2770.Superseded values are not recommended for survey control.
 JD2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2770.See file dsdata.txt to determine how the superseded data were derived.
 JD2770
 JD2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3932171274(NAD 83)
 JD2770_MARKER: DS = TRIANGULATION STATION DISK
 JD2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2770
 JD2770  HISTORY     - Date     Condition        Report By
 JD2770  HISTORY     - 1948     MONUMENTED       CGS
 JD2770
 JD2770                          STATION DESCRIPTION
 JD2770
 JD2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2770'THE STATION IS LOCATED ON THE HIGH SCHOOL GROUNDS IN THE NORTHWEST
 JD2770'EDGE OF LEETON.  IT IS 115.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 JD2770'CORNER OF LEETON HIGH SCHOOL BUILDING, 73.5 FEET WEST-NORTHWEST OF
 JD2770'THE NORTHWEST CORNER OF THE HEATING PLANT BUILDING, AND 36.5 FEET
 JD2770'WEST-NORTHWEST OF A MAPLE TREE.  IT IS SET FLUSH WITH THE GROUND
 JD2770'AND IS STAMPED LEETON 1948.
 JD2770'
 JD2770'REFERENCE MARK NO. 1 IS AT THE WEST EDGE OF THE SCHOOL GROUNDS AND
 JD2770'1.0 FOOT EAST OF A NORTH-SOUTH FENCE.  IT IS ABOUT 2.5 FEET BELOW
 JD2770'THE ELEVATION OF THE STATION AND IS SET FLUSH WITH THE GROUND.  IT
 JD2770'IS STAMPED LEETON NO 1 1948.
 JD2770'
 JD2770'REFERENCE MARK NO. 2 IS AT THE WEST EDGE OF THE SCHOOL GROUNDS AND
 JD2770'IS 38.2 FEET NORTH-NORTHWEST OF AN ELM TREE.  IT IS SET FLUSH WITH
 JD2770'THE GROUND AND IS STAMPED LEETON NO 2 1948.
 JD2770'
 JD2770'AZIMUTH MARK IS 0.05 MILE EAST OF GATE TO CEMETERY, 39.0 FEET
 JD2770'SOUTH OF THE CENTER OF STATE HIGHWAY NO. 2, AND 1.0 FOOT NORTH
 JD2770'OF AN EAST-WEST FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED LEETON
 JD2770'1948.
 JD2770'
 JD2770'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.05 MILE,
 JD2770'TURN LEFT AND GO NORTH FOR 0.1 MILE TO STATE HIGHWAY NO. 2,
 JD2770'TURN LEFT AND GO WEST FOR 0.35 MILE TO THE MARK ON THE LEFT AS
 JD2770'DESCRIBED.
 JD2770'
 JD2770'A 74 FOOT SIGNAL AT CALDWELL 1882 1922 1948 IS VISIBLE AT 4 FEET.
 JD2770'
 JD2770'A 74 FOOT SIGNAL AT CHRISTOPHER IS VISIBLE AT 50 FEET.
 JD2770'
 JD2770'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1517 ***********************************************************************
 KE1517  DESIGNATION -  LEGGETT
 KE1517  PID         -  KE1517
 KE1517  STATE/COUNTY-  MO/BUCHANAN
 KE1517  USGS QUAD   -  HEMPLE (1971)
 KE1517
 KE1517                         *CURRENT SURVEY CONTROL
 KE1517  ___________________________________________________________________
 KE1517* NAD 83(1997)-  39 43 00.69224(N)    094 36 48.55207(W)     ADJUSTED  
 KE1517* NAVD 88     -       317.1    (meters)    1040.     (feet)  GPS OBS   
 KE1517  ___________________________________________________________________
 KE1517  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 KE1517  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KE1517
 KE1517  HORZ ORDER  -  FIRST
 KE1517
 KE1517.The horizontal coordinates were established by GPS observations
 KE1517.and adjusted by the National Geodetic Survey in February 2000..
 KE1517
 KE1517.The orthometric height was determined by GPS observations and a
 KE1517.high-resolution geoid model.
 KE1517
 KE1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1517
 KE1517.The geoid height was determined by GEOID03.
 KE1517
 KE1517;                    North         East     Units Scale Factor Converg.
 KE1517;SPC MO W     -   394,038.222   840,269.598   MT  0.99994234   -0 04 21.1
 KE1517;UTM  15      - 4,397,576.578   361,702.710   MT  0.99983547   -1 01 52.2
 KE1517
 KE1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1517!SPC MO W     -   0.99995532  x   0.99994234  =   0.99989766
 KE1517!UTM  15      -   0.99995532  x   0.99983547  =   0.99979079
 KE1517
 KE1517|---------------------------------------------------------------------|
 KE1517| PID    Reference Object                     Distance      Geod. Az  |
 KE1517|                                                           dddmmss.s |
 KE1517| CL7288 LEGGETT RM 1                         30.026 METERS 07449     |
 KE1517| CL7287 LEGGETT AZ MK                                      1324359.1 |
 KE1517| CL7289 LEGGETT RM 2                         28.490 METERS 18036     |
 KE1517|---------------------------------------------------------------------|
 KE1517
 KE1517                          SUPERSEDED SURVEY CONTROL
 KE1517
 KE1517  NAD 83(1997)-  39 43 00.69224(N)    094 36 48.55209(W) AD(       ) 1
 KE1517  NAD 83(1997)-  39 43 00.69223(N)    094 36 48.55210(W) AD(       ) 1
 KE1517  NAD 83(1986)-  39 43 00.69628(N)    094 36 48.54986(W) AD(       ) 1
 KE1517  NAD 83(1986)-  39 43 00.69628(N)    094 36 48.54987(W) AD(       ) 2
 KE1517  NAD 27      -  39 43 00.71100(N)    094 36 47.70890(W) AD(       ) 2
 KE1517
 KE1517.Superseded values are not recommended for survey control.
 KE1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1517.See file dsdata.txt to determine how the superseded data were derived.
 KE1517
 KE1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6170397577(NAD 83)
 KE1517_MARKER: DH = HORIZONTAL CONTROL DISK
 KE1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1517_STAMPING: LEGGETT 1934
 KE1517_MARK LOGO: CGS   
 KE1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1517+STABILITY: SURFACE MOTION
 KE1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1517+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1996
 KE1517
 KE1517  HISTORY     - Date     Condition        Report By
 KE1517  HISTORY     - 1934     MONUMENTED       CGS
 KE1517  HISTORY     - 1948     GOOD             CGS
 KE1517  HISTORY     - 1975     GOOD             NGS
 KE1517  HISTORY     - 19960515 GOOD             MODNR
 KE1517
 KE1517                          STATION DESCRIPTION
 KE1517
 KE1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1517'THIS STATION IS ABOUT 1-1/2 MILES E OF EASTON, IN THE NW 1/4,
 KE1517'SECTION 33, T 57 N, R 33 W, ON LAND OWNED BY MR. FRED BROWN.  THE
 KE1517'STATION IS 27 FEET S OF A LONE 20-INCH ASH TREE, WHICH IS AT THE
 KE1517'INTERSECTION OF A NS FENCE AND AN E-W HEDGE FENCE TO THE E, 1 FOOT
 KE1517'E OF THE N-S FENCE, AND PROJECTS 6 INCHES.
 KE1517'
 KE1517'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1517'BRONZE DISKS SET IN CONCRETE.
 KE1517'
 KE1517'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 1/2 FOOT S OF THE E-W
 KE1517'FENCE, 152.97 FEET NE OF REFERENCE MARK NO. 2, AND PROJECTS 4
 KE1517'INCHES.
 KE1517'
 KE1517'REFERENCE MARK NO. 2 IS S OF THE STATION, 1/2 FOOT E OF THE N-S
 KE1517'FENCE, AND PROJECTS 4 INCHES.
 KE1517'
 KE1517'THE AZIMUTH MARK IS SE OF THE STATION, 1/2 FOOT W OF THE E
 KE1517'RIGHT-OF-WAY FENCE OF A NS ROAD, 12 FEET S OF THE RANGE OF THE S
 KE1517'SIDE OF A HOUSE ACROSS ROAD FROM MR. BROWNS FARMHOUSE, AND PROJECTS
 KE1517'4 INCHES.
 KE1517'
 KE1517'TO REACH FROM EASTON, GO E ON COUNTY ROUTE N, 1.8 MILES, TURN S GO
 KE1517'0.6 MILE TO MR. BROWNS FARM BUILDINGS ON THE W SIDE OF ROAD.  THEN
 KE1517'GO NW THROUGH FIELDS 0.3 MILE TO THE STATION.
 KE1517'
 KE1517'ALL LIGHTS CAME INTO VIEW AT 40 FEET.
 KE1517
 KE1517                          STATION RECOVERY (1948)
 KE1517
 KE1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1517'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 KE1517'AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 KE1517'CONDITION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 KE1517'
 KE1517'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF EASTON ON LAND OWNED
 KE1517'AND OCCUPIED BY MR. GEORGE TRIMBLE.  IT IS ABOUT 0.3 MILE NORTHWEST
 KE1517'OF THE TRIMBLE FARM HOUSE, IN THE NORTHWEST CORNER OF THE PASTURE.
 KE1517'IT IS 25 FEET SOUTH OF FENCE CORNER AND 2 FOOT ASH TREE AND 4 FEET
 KE1517'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED LEGGETT 1934 AND
 KE1517'PROJECTS 8 INCHES.
 KE1517'
 KE1517'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, 6 INCHES
 KE1517'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED LEGGETT NO 1 1934 AND
 KE1517'PROJECTS 4 INCHES.
 KE1517'
 KE1517'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 4 FEET EAST OF THE
 KE1517'NORTH-SOUTH FENCE LINE.  IT IS STAMPED LEGGETT NO 2 1934 AND
 KE1517'PROJECTS 8 INCHES.
 KE1517'
 KE1517'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION,
 KE1517'18 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD AND 1 FOOT WEST
 KE1517'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED LEGGETT AZIMUTH 1934
 KE1517'AND PROJECTS 8 INCHES.
 KE1517'
 KE1517'TO REACH THE STATION FROM THE POST OFFICE IN EASTON, GO EAST ON
 KE1517'COUNTY ROUTE N FOR 1.75 MILES TO SIDE ROAD RIGHT, TURN RIGHT AND GO
 KE1517'SOUTH FOR 0.6 MILES TO DRIVEWAY RIGHT LEADING TO FARM HOUSE,
 KE1517'(AZIMUTH MARK IS JUST SOUTHEAST OF THIS POINT ON EAST SIDE OF
 KE1517'ROAD) TURN RIGHT INTO DRIVEWAY, PASS THROUGH GATE JUST EAST OF
 KE1517'HOUSE AND CONTINUE ACROSS BARNYARD TO ANOTHER GATE AT THE
 KE1517'NORTHEAST CORNER OF BARN, PASS THROUGH GATE AND CONTINUE IN A
 KE1517'NORTHWESTERLY DIRECTION ACROSS PASTURE FOR 0.3 MILE TO THE
 KE1517'NORTHWEST CORNER AND STATION AS DESCRIBED.
 KE1517'
 KE1517'AN 87 FOOT SIGNAL AT STATION BUNSE 1934 IS VISIBLE AT 37 FEET.
 KE1517'
 KE1517'A 74 FOOT SIGNAL AT STATION HIDY IS VISIBLE AT 37 FEET.
 KE1517'
 KE1517'AN 87 FOOT SIGNAL AT STATION COLFAX IS VISIBLE AT 20 FEET.
 KE1517'
 KE1517'A 100 FOOT SIGNAL AT STATION PERRIN IS VISIBLE AT 20 FEET.
 KE1517
 KE1517                          STATION RECOVERY (1975)
 KE1517
 KE1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KE1517'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 KE1517'GOOD CONDITION AND AS DESCRIBED IN 1948.  THE AZIMUTH MARK WAS
 KE1517'RECOVERED IN FAIR CONDITION AND IN YARD OF FARM HOME.  A NEW
 KE1517'AZIMUTH MARK WILL BE ESTABLISHED AT A LATER DATE.
 KE1517'
 KE1517'A METAL WITNESS POST WAS SET 3 FEET WEST OF THE STATION MARK.
 KE1517'
 KE1517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 KE1517'EAST OF EASTON.
 KE1517
 KE1517                          STATION RECOVERY (1996)
 KE1517
 KE1517'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 KE1517'THE STATION IS IN THE NORTHWEST CORNER OF A PASTURE FIELD ABOUT 1.5 MI
 KE1517'(2.4 KM) ESE OF EASTON, MO.  IT IS 22 FT (6.7 M) SOUTH OF THE NORTH
 KE1517'(E-W) FENCE, 3.5 FT (1.1 M) EAST OF A METAL WITNESS POST IN THE FENCE,
 KE1517'98.5 FT (30.0 M) WSW OF R.M.  NO.  1 AND 93.5 FT (28.5 M) NORTH OF
 KE1517'R.M.  NO.  2.  R.M.  NO.  1 IS IN THE HEDGE ROW FENCE AND ABOUT 100 FT
 KE1517'(30.5 M) EAST OF THE NORTHWEST CORNER OF THE FIELD. R.M.  NO.  2 IS
 KE1517'ABOUT 115 FT (35.1 M) SOUTH OF THE NORTHWEST CORNER OF THE FIELD AND
 KE1517'4.5 FT (1.4 M) EAST OF THE FENCE. THE AZIMUTH MARK IS QUESTIONABLE AS
 KE1517'IT PROJECTS 21 IN ABOVE GROUND SURFACE AND LEANS SOUTH.  IT IS ON THE
 KE1517'EAST SIDE OF THE COUNTY ROAD IN A HOUSE YARD OPPOSITE THE ENTRANCE TO
 KE1517'THE SOUTHEAST CORNER OF THE PASTURE WHERE THE STATION IS LOCATED. TO
 KE1517'REACH THE STATION FROM THE JUNCTION OF MISSOURI HIGHWAY 31 WITH ROUTE
 KE1517'N IN THE TOWN OF EASTON, MO (ABOUT 8 MI (12.9 KM) ESE OF ST. JOSEPH,
 KE1517'MO) GO EAST ON ROUTE N FOR 0.65 MI (1.05 KM) TO ENTRANCE OF MR.  LEROY
 KE1517'JACKSON ON LEFT CONTINUE EAST ON ROUTE N FOR 0.9 MI (1.4 KM) TO
 KE1517'T-JUNCTION ON RIGHT WITH BUCHANAN COUNTY ROAD BU-98. TURN RIGHT AND GO
 KE1517'SOUTH ON BU-98 FOR 0.6 MI (1.0 KM) TO ENTRANCE ON RIGHT (WEST) SIDE.
 KE1517'TURN RIGHT INTO DRIVE AND RIGHT TO GATE INTO PASTURE.  PASS THROUGH
 KE1517'AND GO NORTHWESTERLY FOR 0.35 MI (0.56 KM) TO THE NORTHWEST CORNER OF
 KE1517'THE PASTURE AND STATION AS DESCRIBED.  MR. JACKSON REQUESTED THAT ALL
 KE1517'GATES REMAIN CLOSED. TO REACH THE AZIMUTH MARK FROM THE STATION,
 KE1517'RETURN TO ENTRANCE ON BU-98.  AZIMUTH IS IN YARD ON EAST SIDE OF ROAD
 KE1517'AND JUST SOUTH OF ENTRANCE TO STATION. PROPERTY IS OWNED BY ROY AND
 KE1517'LOUISE JACKSON OF EASTON, MO AND CARED FOR BY THEIR SON, MR.  LEROY
 KE1517'JACKSON, BOX 270, EASTON, MO 64443, TEL 816-473-4222.  MR.  HUBERT
 KE1517'GREGORY, ROUTE 1 - BOX 212, EASTON, MO 64443, TEL 816-473-2016 OWNS
 KE1517'ADJACENT LAND WEST AND GAVE PERMISSION TO TRIM 20 IN HACKBERRY. DATE
 KE1517'OF REPORT 05-15-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0557 ***********************************************************************
 GG0557  DESIGNATION -  LEIBE
 GG0557  PID         -  GG0557
 GG0557  STATE/COUNTY-  MO/MCDONALD
 GG0557  USGS QUAD   -  NOEL (1982)
 GG0557
 GG0557                         *CURRENT SURVEY CONTROL
 GG0557  ___________________________________________________________________
 GG0557* NAD 83(1997)-  36 36 40.18467(N)    094 28 19.77063(W)     ADJUSTED  
 GG0557* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 GG0557  ___________________________________________________________________
 GG0557  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 GG0557  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 GG0557
 GG0557  HORZ ORDER  -  FIRST
 GG0557
 GG0557.The horizontal coordinates were established by classical geodetic methods
 GG0557.and adjusted by the National Geodetic Survey in February 2000..
 GG0557
 GG0557.The orthometric height was scaled from a topographic map.
 GG0557
 GG0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0557
 GG0557.The geoid height was determined by GEOID03.
 GG0557
 GG0557;                    North         East     Units Scale Factor Converg.
 GG0557;SPC MO W     -    49,321.475   852,490.633   MT  0.99994125   +0 00 59.8
 GG0557;SPC AR N     -   255,500.947   178,835.489   MT  1.00009656   -1 26 18.8
 GG0557;SPC AR N     -   838,256.02    586,729.43   sFT  1.00009656   -1 26 18.8
 GG0557;UTM  15      - 4,052,747.598   368,344.937   MT  0.99981355   -0 52 41.1
 GG0557
 GG0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0557!SPC MO W     -   0.99994939  x   0.99994125  =   0.99989065
 GG0557!SPC AR N     -   0.99994939  x   1.00009656  =   1.00004595
 GG0557!UTM  15      -   0.99994939  x   0.99981355  =   0.99976295
 GG0557
 GG0557:                Primary Azimuth Mark                     Grid Az
 GG0557:SPC MO W     -  LEIBE AZ MK                              105 39 06.4
 GG0557:SPC AR N     -  LEIBE AZ MK                              107 06 25.0
 GG0557:UTM  15      -  LEIBE AZ MK                              106 32 47.3
 GG0557
 GG0557|---------------------------------------------------------------------|
 GG0557| PID    Reference Object                     Distance      Geod. Az  |
 GG0557|                                                           dddmmss.s |
 GG0557| CI1881 LEIBE AZ MK                                        1054006.2 |
 GG0557| CI1882 LEIBE RM 1                           22.558 METERS 11038     |
 GG0557| GG0556 MOUNT SHIRAS OBSERVATION TOWER      APPROX. 3.1 KM 1690647.3 |
 GG0557| CI1883 LEIBE RM 2                           15.499 METERS 21414     |
 GG0557| GG0709 ANDERSON PUMP STA GULF REF TK       APPROX. 4.4 KM 2873155.3 |
 GG0557|---------------------------------------------------------------------|
 GG0557
 GG0557                          SUPERSEDED SURVEY CONTROL
 GG0557
 GG0557  NAD 83(1997)-  36 36 40.18477(N)    094 28 19.77064(W) AD(       ) 1
 GG0557  NAD 83(1997)-  36 36 40.18846(N)    094 28 19.77124(W) AD(       ) 1
 GG0557  NAD 83(1997)-  36 36 40.19806(N)    094 28 19.77328(W) AD(       ) 1
 GG0557  NAD 83(1986)-  36 36 40.20022(N)    094 28 19.77361(W) AD(       ) 1
 GG0557  NAD 27      -  36 36 39.93700(N)    094 28 18.99500(W) AD(       ) 1
 GG0557
 GG0557.Superseded values are not recommended for survey control.
 GG0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0557.See file dsdata.txt to determine how the superseded data were derived.
 GG0557
 GG0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6834552748(NAD 83)
 GG0557_MARKER: DS = TRIANGULATION STATION DISK
 GG0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0557+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 GG0557
 GG0557  HISTORY     - Date     Condition        Report By
 GG0557  HISTORY     - 1935     MONUMENTED       CGS
 GG0557  HISTORY     - 1990     GOOD             USPSQD
 GG0557  HISTORY     - 20050308 GOOD             GEOCAC
 GG0557
 GG0557                          STATION DESCRIPTION
 GG0557
 GG0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0557'THIS STATION IS ABOUT 1 MILE W OF LANAGAN, ABOUT 4 MILES
 GG0557'S BY W OF ANDERSON, ABOUT 7 MILES N OF THE ARKANSAS-MISSOURI
 GG0557'STATE LINE.  THE MARK IS SET ON THE HIGHEST POINT IN MC DONALD
 GG0557'COUTNY ON LAND OWNED BY C.H. LEIBE.  IT IS ABOUT 150 YARDS
 GG0557'E OF A SIDE ROAD LEADING N, ON THE S EDGE OF PASTURE, 1 FOOT
 GG0557'N OF THE FENCE LINE ON THE N EDGE OF THE RIGHT-OF-WAY,
 GG0557'26 FEET N OF THE CENTER LINE OF THE ROAD, 76 FEET N OF THE
 GG0557'NW CORNER OF HOUSE, ABOUT 40 FEET W OF GATE LEADING INTO
 GG0557'PASTURE.  MARK PROJECTS 5 INCHES.
 GG0557'
 GG0557'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0557'BRONZE DISKS SET IN CONCRETE.
 GG0557'
 GG0557'REFERENCE MARK NO.1 IS SE OF THE STATION ON THE S EDGE OF THE
 GG0557'RIGHT-OF-WAY, 14 FEET S OF THE CENTER LINE OF THE ROAD, 49
 GG0557'FEET NE OF THE NE CORNER OF THE HOUSE AND PROJECTS 9 INCHES.
 GG0557'
 GG0557'REFERENCE MARK NO.2 IS SW OF THE STATION ON THE S EDGE OF THE
 GG0557'RIGHT-OF-WAY.  IT IS 14 FEET S OF THE CENTER LINE OF THE
 GG0557'ROAD, 58 FEET NW OF THE NW CORNER OF THE HOUSE.  IT PROJECTS
 GG0557'12 INCHES.
 GG0557'
 GG0557'AZIMUTH MARK IS ESE OF THE STATION ABOUT 100 FEET E OF THE
 GG0557'POINT OF CURVATURE OF THE FIRST CURVE E OF THE STATION.  IT
 GG0557'IS 12 FEET S OF THE CENTER LINE OF THE ROAD AND PROJECTS
 GG0557'12 INCHES.
 GG0557'
 GG0557'REACHED FROM LANAGAN, INTERSECTION OF STATE HIGHWAY 68 AND U.S.
 GG0557'HIGHWAY 71, GO W ON HIGHWAY 71 FOR 0.4 MILE TO FORK.  HERE
 GG0557'TAKE RIGHT FORK AND FOLLOW GRAVELED ROAD 1 MILE TO TOP OF
 GG0557'HILL AND STATION ON THE RIGHT EDGE OF THE RIGHT-OF-WAY.
 GG0557'
 GG0557'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 GG0557
 GG0557                          STATION RECOVERY (1990)
 GG0557
 GG0557'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 GG0557'RECOVERED IN GOOD CONDITION.
 GG0557
 GG0557                          STATION RECOVERY (2005)
 GG0557
 GG0557'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GG0557'RECOVERED STATION REFERENCE MARKS 1,2 AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0786 ***********************************************************************
 GF0786  DESIGNATION -  LENA
 GF0786  PID         -  GF0786
 GF0786  STATE/COUNTY-  MO/STONE
 GF0786  USGS QUAD   -  GALENA (1956)
 GF0786
 GF0786                         *CURRENT SURVEY CONTROL
 GF0786  ___________________________________________________________________
 GF0786* NAD 83(1997)-  36 48 38.23029(N)    093 25 45.30466(W)     ADJUSTED  
 GF0786* NAVD 88     -       380.     (meters)    1247.     (feet)  SCALED    
 GF0786  ___________________________________________________________________
 GF0786  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 GF0786  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 GF0786
 GF0786  HORZ ORDER  -  THIRD
 GF0786
 GF0786.The horizontal coordinates were established by classical geodetic methods
 GF0786.and adjusted by the National Geodetic Survey in February 2000..
 GF0786
 GF0786.The orthometric height was scaled from a topographic map.
 GF0786
 GF0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0786
 GF0786.The geoid height was determined by GEOID03.
 GF0786
 GF0786;                    North         East     Units Scale Factor Converg.
 GF0786;SPC MO C     -   108,840.209   417,085.598   MT  1.00001800   -0 33 24.5
 GF0786;SPC MO W     -    71,988.954   945,540.946   MT  1.00005359   +0 38 29.8
 GF0786;UTM  15      - 4,073,950.050   461,712.294   MT  0.99961806   -0 15 25.9
 GF0786
 GF0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0786!SPC MO C     -   0.99994488  x   1.00001800  =   0.99996287
 GF0786!SPC MO W     -   0.99994488  x   1.00005359  =   0.99999846
 GF0786!UTM  15      -   0.99994488  x   0.99961806  =   0.99956296
 GF0786
 GF0786:                Primary Azimuth Mark                     Grid Az
 GF0786:SPC MO C     -  LENA AZ MK                               045 26 07.0
 GF0786:SPC MO W     -  LENA AZ MK                               044 14 12.7
 GF0786:UTM  15      -  LENA AZ MK                               045 08 08.4
 GF0786
 GF0786|---------------------------------------------------------------------|
 GF0786| PID    Reference Object                     Distance      Geod. Az  |
 GF0786|                                                           dddmmss.s |
 GF0786| CI1884 LENA AZ MK                                         0445242.5 |
 GF0786| CI1885 LENA RM 1                            21.840 METERS 05159     |
 GF0786| CI1886 LENA RM 2                            25.507 METERS 18943     |
 GF0786|---------------------------------------------------------------------|
 GF0786
 GF0786                          SUPERSEDED SURVEY CONTROL
 GF0786
 GF0786  NAD 83(1997)-  36 48 38.23098(N)    093 25 45.30418(W) AD(       ) 3
 GF0786  NAD 83(1997)-  36 48 38.23335(N)    093 25 45.30601(W) AD(       ) 3
 GF0786  NAD 83(1997)-  36 48 38.24057(N)    093 25 45.30443(W) AD(       ) 3
 GF0786  NAD 83(1986)-  36 48 38.24131(N)    093 25 45.30388(W) AD(       ) 3
 GF0786  NAD 27      -  36 48 38.02000(N)    093 25 44.62450(W) AD(       ) 3
 GF0786
 GF0786.Superseded values are not recommended for survey control.
 GF0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0786.See file dsdata.txt to determine how the superseded data were derived.
 GF0786
 GF0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6171273950(NAD 83)
 GF0786_MARKER: DS = TRIANGULATION STATION DISK
 GF0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0786
 GF0786  HISTORY     - Date     Condition        Report By
 GF0786  HISTORY     - 1961     MONUMENTED       CGS
 GF0786
 GF0786                          STATION DESCRIPTION
 GF0786
 GF0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0786'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF DIFFERENCE
 GF0786'IN ELEVATION.
 GF0786'
 GF0786'ABOUT 2-1/2 MILES EAST OF GALENA, IN THE CENTER OF SEC. 4,
 GF0786'T-24-N, R-23-W, AND ON ROAD RIGHT-OF-WAY.  IT IS 47.5 FEET
 GF0786'NORTHEAST OF AN 8 INCH OAK TREE, 28 FEET NORTHWEST OF THE
 GF0786'CENTERLINE OF STATE HIGHWAY 176, 9 FEET NORTHEAST OF A WITNESS
 GF0786'POST AND 4 FEET SOUTHEAST OF A FENCE.  THE MONUMENT IS FLUSH
 GF0786'AND THE DISK IS STAMPED LENA 1961.
 GF0786'
 GF0786'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 176
 GF0786'AND 148 AT THE SOUTH END OF THE JAMES RIVER BRIDGE IN GALENA,
 GF0786'GO NORTHEASTERLY ON HIGHWAY 176 FOR 2.1 MILES TO THE STATION
 GF0786'ON THE LEFT.
 GF0786'
 GF0786'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 GF0786'ON HIGHWAY 176 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GF0786'
 GF0786'REFERENCE MARK 1 IS 30 FEET NORTHWEST OF THE CENTERLINE OF THE
 GF0786'HIGHWAY AND 1 FOOT SOUTHEAST OF THE FENCE.  THE MONUMENT IS
 GF0786'FLUSH AND THE DISK IS STAMPED LENA NO 1 1961.
 GF0786'
 GF0786'REFERENCE MARK 2 IS 31 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GF0786'HIGHWAY AND 1 FOOT NORTHWEST OF A FENCE AND FENCE CORNER.  THE
 GF0786'MONUMENT IS FLUSH AND THE DISK IS STAMPED LENA NO 2 1961.
 GF0786'
 GF0786'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GF0786'HIGHWAY, 5 FEET SOUTHWEST OF A 4 INCH CEDAR TREE, 1 FOOT WEST
 GF0786'OF A WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE.  THE
 GF0786'MONUMENT IS FLUSH AND THE DISK IS STAMPED LENA 1961.
 GF0786'
 GF0786'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0879 ***********************************************************************
 HC0879  DESIGNATION -  LENOX
 HC0879  PID         -  HC0879
 HC0879  STATE/COUNTY-  MO/DENT
 HC0879  USGS QUAD   -  ANUTT (1992)
 HC0879
 HC0879                         *CURRENT SURVEY CONTROL
 HC0879  ___________________________________________________________________
 HC0879* NAD 83(1997)-  37 38 47.94567(N)    091 44 18.52582(W)     ADJUSTED  
 HC0879* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 HC0879  ___________________________________________________________________
 HC0879  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 HC0879  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HC0879
 HC0879  HORZ ORDER  -  SECOND
 HC0879
 HC0879.The horizontal coordinates were established by classical geodetic methods
 HC0879.and adjusted by the National Geodetic Survey in February 2000..
 HC0879
 HC0879.The orthometric height was scaled from a topographic map.
 HC0879
 HC0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0879
 HC0879.The geoid height was determined by GEOID03.
 HC0879
 HC0879;                    North         East     Units Scale Factor Converg.
 HC0879;SPC MO E     -   201,937.133   140,706.550   MT  1.00008041   -0 45 23.5
 HC0879;SPC MO C     -   201,488.376   567,201.910   MT  0.99998894   +0 27 54.5
 HC0879;UTM  15      - 4,167,359.849   611,289.765   MT  0.99975255   +0 46 14.2
 HC0879
 HC0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0879!SPC MO E     -   0.99994259  x   1.00008041  =   1.00002300
 HC0879!SPC MO C     -   0.99994259  x   0.99998894  =   0.99993153
 HC0879!UTM  15      -   0.99994259  x   0.99975255  =   0.99969516
 HC0879
 HC0879:                Primary Azimuth Mark                     Grid Az
 HC0879:SPC MO E     -  SALEM MUNICIPAL TANK                     092 34 22.0
 HC0879:SPC MO C     -  SALEM MUNICIPAL TANK                     091 21 04.0
 HC0879:UTM  15      -  SALEM MUNICIPAL TANK                     091 02 44.3
 HC0879
 HC0879|---------------------------------------------------------------------|
 HC0879| PID    Reference Object                     Distance      Geod. Az  |
 HC0879|                                                           dddmmss.s |
 HC0879| HC0873 SALEM MUNICIPAL TANK                APPROX.17.8 KM 0914858.5 |
 HC0879| CN6588 LENOX RM 1                           27.797 METERS 20153     |
 HC0879| CN6587 LENOX AZ MK                                        2813043.8 |
 HC0879| CN6589 LENOX RM 2                           25.999 METERS 28347     |
 HC0879|---------------------------------------------------------------------|
 HC0879
 HC0879                          SUPERSEDED SURVEY CONTROL
 HC0879
 HC0879  NAD 83(1986)-  37 38 47.95942(N)    091 44 18.52314(W) AD(       ) 2
 HC0879  NAD 27      -  37 38 47.80700(N)    091 44 17.97600(W) AD(       ) 2
 HC0879
 HC0879.Superseded values are not recommended for survey control.
 HC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0879.See file dsdata.txt to determine how the superseded data were derived.
 HC0879
 HC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB1129067360(NAD 83)
 HC0879_MARKER: DD = SURVEY DISK
 HC0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0879
 HC0879  HISTORY     - Date     Condition        Report By
 HC0879  HISTORY     - 1947     MONUMENTED       CGS
 HC0879
 HC0879                          STATION DESCRIPTION
 HC0879
 HC0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0879'THE STATION IS LOCATED ABOUT 12 MILES WEST OF SALEM, ABOUT 1.4
 HC0879'MILES EAST OF LENOX, ON PROPERTY OWNED AND OCCUPIED BY MR. FRED
 HC0879'KINDER.  IT IS 39 FEET SOUTH OF THE CENTERLINE OF COUNTY ROUTE
 HC0879'D, 20 FEET SOUTHWEST OF A GATE POST, AND 8 FEET SOUTH OF A FENCE.
 HC0879'THE DISK IS STAMPED LENOX 1947 AND PROJECTS 1 INCH.
 HC0879'
 HC0879'REFERENCE MARK NO. 1 IS 91.19 FEET SOUTH OF THE STATION AND IS SET
 HC0879'IN A NORTH-SOUTH FENCE LINE, 6 FEET SOUTH OF THE SOUTHEAST CORNER
 HC0879'OF A BARN.  THE DISK IS STAMPED LENOX NO 1 1947 AND PROJECTS 6
 HC0879'INCHES.
 HC0879'
 HC0879'REFERENCE MARK NO. 2 IS 85.30 FEET WEST OF THE STATION, 31 FEET
 HC0879'SOUTH OF THE ROAD, AND 1 FOOT SOUTH OF A FENCE.  THE DISK IS
 HC0879'STAMPED LENOX 1947 AND PROJECTS 6 INCHES.
 HC0879'
 HC0879'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST OF THE STATION,
 HC0879'32 FEET SOUTH OF THE CENTERLINE OF COUNTY ROUTE D, 4 FEET EAST
 HC0879'OF A WITNESS POST, AND 1 FOOT NORTH OF A FENCE.  THE DISK IS
 HC0879'STAMPED LENOX 1947 AND PROJECTS 6 INCHES.
 HC0879'
 HC0879'TO REACH THE STATION FROM THE POST OFFICE IN LENOX, GO EAST ON
 HC0879'COUNTY ROUTE D FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 HC0879'DESCRIBED.  FROM HERE CONTINUE EAST FOR 0.4 MILE TO THE STATION ON
 HC0879'THE RIGHT AS DESCRIBED.
 HC0879'
 HC0879'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1017 ***********************************************************************
 KD1017  DESIGNATION -  LENTNER
 KD1017  PID         -  KD1017
 KD1017  STATE/COUNTY-  MO/SHELBY
 KD1017  USGS QUAD   -  LENTNER (1958)
 KD1017
 KD1017                         *CURRENT SURVEY CONTROL
 KD1017  ___________________________________________________________________
 KD1017* NAD 83(1997)-  39 43 05.05108(N)    092 08 50.30184(W)     ADJUSTED  
 KD1017* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 KD1017  ___________________________________________________________________
 KD1017  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 KD1017  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD1017
 KD1017  HORZ ORDER  -  THIRD
 KD1017
 KD1017.The horizontal coordinates were established by classical geodetic methods
 KD1017.and adjusted by the National Geodetic Survey in February 2000..
 KD1017
 KD1017.The orthometric height was scaled from a topographic map.
 KD1017
 KD1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1017
 KD1017.The geoid height was determined by GEOID03.
 KD1017
 KD1017;                    North         East     Units Scale Factor Converg.
 KD1017;SPC MO C     -   431,206.740   530,239.411   MT  0.99994459   +0 13 31.4
 KD1017;UTM  15      - 4,396,814.011   573,084.652   MT  0.99966576   +0 32 41.7
 KD1017
 KD1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1017!SPC MO C     -   0.99996725  x   0.99994459  =   0.99991184
 KD1017!UTM  15      -   0.99996725  x   0.99966576  =   0.99963302
 KD1017
 KD1017|---------------------------------------------------------------------|
 KD1017| PID    Reference Object                     Distance      Geod. Az  |
 KD1017|                                                           dddmmss.s |
 KD1017| CL9723 LENTNER RM 1                         33.037 METERS 05403     |
 KD1017| CL9722 LENTNER AZ MK                                      1005842.5 |
 KD1017| KD1013 SHELBINA MUN WATER LT PLT TANK      APPROX. 9.0 KM 1064259.0 |
 KD1017| KD1020 CLARENCE MUNICIPAL TANK             APPROX.10.5 KM 2851420.5 |
 KD1017| CL9724 LENTNER RM 2                         33.223 METERS 29807     |
 KD1017|---------------------------------------------------------------------|
 KD1017
 KD1017                          SUPERSEDED SURVEY CONTROL
 KD1017
 KD1017  NAD 83(1997)-  39 43 05.05560(N)    092 08 50.30989(W) AD(       ) 3
 KD1017  NAD 83(1997)-  39 43 05.05559(N)    092 08 50.31115(W) AD(       ) 3
 KD1017  NAD 83(1986)-  39 43 05.05742(N)    092 08 50.31104(W) AD(       ) 3
 KD1017  NAD 27      -  39 43 04.92720(N)    092 08 49.67190(W) AD(       ) 3
 KD1017
 KD1017.Superseded values are not recommended for survey control.
 KD1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1017.See file dsdata.txt to determine how the superseded data were derived.
 KD1017
 KD1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7308596814(NAD 83)
 KD1017_MARKER: DS = TRIANGULATION STATION DISK
 KD1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1017
 KD1017  HISTORY     - Date     Condition        Report By
 KD1017  HISTORY     - 1948     MONUMENTED       CGS
 KD1017  HISTORY     - 1966     GOOD             CGS
 KD1017  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 KD1017
 KD1017                          STATION DESCRIPTION
 KD1017
 KD1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1017'STATION IS LOCATED IN THE TOWN OF LENTNER ABOUT 100 YARDS
 KD1017'SOUTH OF U.S. HIGHWAY 36 IN THE NORTHWEST CORNER OF SEC. 28,
 KD1017'T. 57 N., R. 11 W., 160 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KD1017'OF THE LENTNER DEPOT, 81 FEET SOUTH-SOUTHEAST OF TELEPHONE
 KD1017'POLE, 42 FEET EAST OF THE CENTERLINE OF GRADED ROAD, 33 FEET
 KD1017'NORTH-NORTHEAST OF A NORTHWEST FENCE CORNER AND 32 FEET
 KD1017'NORTH-NORTHEAST OF WITNESS POST ON LAND OWNED AND OCCUPIED
 KD1017'BY MR. JOHN F. GORBY.  THE MARK IS FLUSH WITH THE SURFACE OF
 KD1017'THE GROUND AND THE DISC IS STAMPED LENTNER 1948.
 KD1017'
 KD1017'REFERENCE MARK NO. 1 IS 108.39 FEET NORTHEAST OF THE STATION,
 KD1017'108 FEET EAST OF TELEPHONE POLE AND 11 FEET SOUTH OF THE SOUTH
 KD1017'RAIL OF SIDING.  THE MARK PROJECTS 4 INCHES AND THE DISC IS
 KD1017'STAMPED LENTNER NO 1 1948.
 KD1017'
 KD1017'REFERENCE MARK NO. 2 IS 109.00 FEET WEST-NORTHWEST OF THE
 KD1017'STATION, 42 FEET SOUTH OF THE SOUTHEAST CORNER OF TILE BUILDING,
 KD1017'31 FEET WEST OF POWER POLE WITH TRANSFORMER AND 21 FEET WEST
 KD1017'OF THE WEST EDGE OF CONCRETE SIDEWALK.  THE MARK PROJECTS
 KD1017'4 INCHES AND THE DISC IS STAMPED LENTNER NO 2 1948.
 KD1017'
 KD1017'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 37 FEET
 KD1017'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 36, 15 FEET EAST OF THE
 KD1017'CENTERLINE OF DRIVEWAY TO FARM, 3 FEET WEST OF WITNESS POST AND
 KD1017'2 FEET SOUTH OF POWER POLE.  THE MARK PROJECTS 4 INCHES AND
 KD1017'THE DISC IS STAMPED LENTNER 1948.
 KD1017'
 KD1017'TO REACH THE AZIMUTH MARK FROM THE STATION IN THE TOWN OF LENTNER,
 KD1017'GO EAST ON U.S. HIGHWAY 36 FOR 0.5 MILE TO THE AZIMUTH MARK
 KD1017'ON THE LEFT.
 KD1017'
 KD1017'A 64-FOOT STEEL TOWER IS REQUIRED FOR A LIGHT ON A 100-FOOT
 KD1017'SIGNAL AT WOOD 1934.
 KD1017'
 KD1017'A 64-FOOT STEEL TOWER IS REQUIRED FOR A LIGHT ON AN 87-FOOT
 KD1017'SIGNAL AT CLARENCE ECC.
 KD1017'
 KD1017'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1017
 KD1017                          STATION RECOVERY (1966)
 KD1017
 KD1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LFS)
 KD1017'THE OLD LENTNER RAILROAD DEPOT MENTIONED IN THE ORIGINAL
 KD1017'DESCRIPTION HAS BEEN MOVED AND IS NO LONGER IN USE.
 KD1017'
 KD1017'THE STATION IS ABOUT 175 FEET SOUTH-SOUTHEAST OF THE
 KD1017'RAILROAD CROSSING AT THE VILLAGE OF LENTNER, 37 FEET
 KD1017'NORTH-NORTHEAST OF A CORNER FENCE POST AT THE SOUTHWEST CORNER
 KD1017'OF A FENCED LOT WHICH IS NORTHWEST OF A BRICK HOUSE, 42 FEET
 KD1017'EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 15 FEET EAST OF
 KD1017'A FENCE, 15.5 FEET EAST OF A METAL WITNESS POST, AND IS
 KD1017'FLUSH WITH THE SURFACE OF THE GROUND.
 KD1017'
 KD1017'REFERENCE MARK NO. 1 IS 108 FEET EAST OF A TELEPHONE POLE,
 KD1017'54 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 2.5
 KD1017'FEET SOUTH OF A FENCE.
 KD1017'
 KD1017'REFERENCE MARK NO. 2 WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 KD1017'
 KD1017'THE AZIMUTH MARK WAS NOT RECOVERED AND WAS ASSUMED THE MARK
 KD1017'WAS DESTROYED BY ROAD CONSTRUCTION ON U.S. HIGHWAY 36.  NO
 KD1017'OBJECTS VISIBLE AT STATION SITE SO A NEW AZIMUTH MARK COULD
 KD1017'NOT BE SET.
 KD1017'
 KD1017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT LENTNER
 KD1017
 KD1017                          STATION RECOVERY (2004)
 KD1017
 KD1017'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLL)
 KD1017'LOCATED WITNESS POST. THE MARKER WAS SAID TO BE DESTROYED BT BUSH HOG
 KD1017'MOWER IN 2001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0788 ***********************************************************************
 GF0788  DESIGNATION -  LEON
 GF0788  PID         -  GF0788
 GF0788  STATE/COUNTY-  MO/STONE
 GF0788  USGS QUAD   -  HURLEY (1972)
 GF0788
 GF0788                         *CURRENT SURVEY CONTROL
 GF0788  ___________________________________________________________________
 GF0788* NAD 83(1997)-  36 53 17.93743(N)    093 22 41.76820(W)     ADJUSTED  
 GF0788* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 GF0788  ___________________________________________________________________
 GF0788  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 GF0788  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GF0788
 GF0788  HORZ ORDER  -  SECOND
 GF0788
 GF0788.The horizontal coordinates were established by classical geodetic methods
 GF0788.and adjusted by the National Geodetic Survey in February 2000..
 GF0788
 GF0788.The orthometric height was scaled from a topographic map.
 GF0788
 GF0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0788
 GF0788.The geoid height was determined by GEOID03.
 GF0788
 GF0788;                    North         East     Units Scale Factor Converg.
 GF0788;SPC MO C     -   117,419.271   421,713.977   MT  1.00000881   -0 31 38.0
 GF0788;UTM  15      - 4,082,549.801   466,293.886   MT  0.99961400   -0 13 37.4
 GF0788
 GF0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0788!SPC MO C     -   0.99994190  x   1.00000881  =   0.99995071
 GF0788!UTM  15      -   0.99994190  x   0.99961400  =   0.99955593
 GF0788
 GF0788|---------------------------------------------------------------------|
 GF0788| PID    Reference Object                     Distance      Geod. Az  |
 GF0788|                                                           dddmmss.s |
 GF0788| CI2323 LEON RM 1                            10.660 METERS 08201     |
 GF0788| CI1893 LEON AZ MK                                         1120531.8 |
 GF0788| CI2324 LEON RM 2                            11.541 METERS 25831     |
 GF0788|---------------------------------------------------------------------|
 GF0788
 GF0788                          SUPERSEDED SURVEY CONTROL
 GF0788
 GF0788  NAD 83(1997)-  36 53 17.93794(N)    093 22 41.76760(W) AD(       ) 2
 GF0788  NAD 83(1997)-  36 53 17.93885(N)    093 22 41.76835(W) AD(       ) 2
 GF0788  NAD 83(1997)-  36 53 17.94738(N)    093 22 41.76758(W) AD(       ) 2
 GF0788  NAD 83(1986)-  36 53 17.94797(N)    093 22 41.76748(W) AD(       ) 2
 GF0788  NAD 27      -  36 53 17.74920(N)    093 22 41.08730(W) AD(       ) 2
 GF0788
 GF0788.Superseded values are not recommended for survey control.
 GF0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0788.See file dsdata.txt to determine how the superseded data were derived.
 GF0788
 GF0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6629482550(NAD 83)
 GF0788_MARKER: DS = TRIANGULATION STATION DISK
 GF0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0788_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0788+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 GF0788
 GF0788  HISTORY     - Date     Condition        Report By
 GF0788  HISTORY     - 1959     MONUMENTED       CGS
 GF0788  HISTORY     - 20040417 GOOD             MODNR
 GF0788
 GF0788                          STATION DESCRIPTION
 GF0788
 GF0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0788'THE STATION IS ABOUT 6 MILES NORTHWEST OF SPOKANE, ABOUT
 GF0788'7 MILES SOUTHWEST OF HIGHLANDVILLE, IN THE NORTHEAST 1/4
 GF0788'OF SECTION 7, T 25 N, R 22 W AND ON PROPERTY OWNED BY MR.
 GF0788'JOE ESLEY.  IT IS 54 FEET EAST OF A 10 INCH OAK TREE, 46
 GF0788'FEET SOUTHEAST OF THE INTERSECTION OF A GRAVELED ROAD AND
 GF0788'A FARM DRIVEWAY, 45 FEET EAST OF THE CENTERLINE OF THE FARM
 GF0788'DRIVEWAY, 14 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 GF0788'ROAD, 5 FEET SOUTHWEST OF A WITNESS POST AND 4 FEET SOUTH
 GF0788'OF A FENCE.  THE MONUMENT IS 12 INCHES UNDERGROUND AND THE
 GF0788'DISK IS STAMPED LEON 1959.
 GF0788'
 GF0788'TO REACH THE STATION FROM THE SPOKANE MISSIONARY BAPTIST
 GF0788'CHURCH IN SPOKANE, GO NORTHERLY ON U.S. HIGHWAY 65 AND 160
 GF0788'FOR 1.2 MILES TO A SIDE ROAD LEFT.  (COUNTY ROAD V.) TURN
 GF0788'LEFT AND GO WESTERLY ON COUNTY ROAD V FOR 2.7 MILES TO A
 GF0788'SIDE ROAD RIGHT.  TURN RIGHT AND GO GO NORTH ON A GRAVELED
 GF0788'ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 GF0788'WESTERLY ON A NARROW GRAVELED ROAD FOR 1.35 MILES TO THE
 GF0788'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST ON THE
 GF0788'GRAVELED ROAD FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND
 GF0788'GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO WHERE THE ROAD
 GF0788'CURVES WEST.  TURN LEFT AND CONTINUE WEST ON THE GRAVELED
 GF0788'ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT AS
 GF0788'DESCRIBED.
 GF0788'
 GF0788'REFERENCE MARK 1 IS 31 FEET EAST OF A WITNESS POST, 11 FEET
 GF0788'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT
 GF0788'SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 GF0788'IS STAMPED LEON NO 1 1959.
 GF0788'
 GF0788'REFERENCE MARK 2 IS 20 FEET SOUTH OF THE CENTERLINE OF THE
 GF0788'GRAVELED ROAD, 16 FEET EAST OF A 10 INCH OAK TREE, 8 FEET
 GF0788'EAST OF THE FARM DRIVEWAY AND 6 INCHES SOUTH OF THE FENCE.
 GF0788'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LEON NO 2
 GF0788'1959.
 GF0788'
 GF0788'THE AZIMUTH MARK IS 32 FEET NORTH OF 15 INCH TWIN OAK TREES,
 GF0788'15 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 2
 GF0788'FEET NORTH OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 GF0788'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LEON 1959.
 GF0788'
 GF0788'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0788
 GF0788                          STATION RECOVERY (2004)
 GF0788
 GF0788'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 GF0788'07 APRIL 2004 RECOVERED THE STATION, REFERENCE MARK 1, REFERENCE MARK
 GF0788'2. THE STATION IS SITUATED IN A PRIVATE DRIVEWAY ABOUT FOURTEEN INCHES
 GF0788'BELOW THE SURFACE. THE AZIMUTH MARK WAS FOUNDED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1012 ***********************************************************************
 KD1012  DESIGNATION -  LEONARD
 KD1012  PID         -  KD1012
 KD1012  STATE/COUNTY-  MO/SHELBY
 KD1012  USGS QUAD   -  HAGERS GROVE (1964)
 KD1012
 KD1012                         *CURRENT SURVEY CONTROL
 KD1012  ___________________________________________________________________
 KD1012* NAD 83(1997)-  39 52 01.40842(N)    092 11 01.37031(W)     ADJUSTED  
 KD1012* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 KD1012  ___________________________________________________________________
 KD1012  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 KD1012  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KD1012
 KD1012  HORZ ORDER  -  THIRD
 KD1012
 KD1012.The horizontal coordinates were established by classical geodetic methods
 KD1012.and adjusted by the National Geodetic Survey in February 2000..
 KD1012
 KD1012.The orthometric height was scaled from a topographic map.
 KD1012
 KD1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1012
 KD1012.The geoid height was determined by GEOID03.
 KD1012
 KD1012;                    North         East     Units Scale Factor Converg.
 KD1012;SPC MO C     -   447,736.289   527,059.409   MT  0.99994234   +0 12 09.9
 KD1012;UTM  15      - 4,413,320.907   569,813.292   MT  0.99966000   +0 31 23.8
 KD1012
 KD1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1012!SPC MO C     -   0.99996615  x   0.99994234  =   0.99990849
 KD1012!UTM  15      -   0.99996615  x   0.99966000  =   0.99962616
 KD1012
 KD1012|---------------------------------------------------------------------|
 KD1012| PID    Reference Object                     Distance      Geod. Az  |
 KD1012|                                                           dddmmss.s |
 KD1012| KD0447 LEONARD RM 1                         29.315 METERS 08324     |
 KD1012| CL9726 LEONARD RM 2                         33.379 METERS 21006     |
 KD1012| KD1032 CLARENCE RM 3                       APPROX.11.5 KM 2132632.6 |
 KD1012| CL9725 LEONARD AZ MK                                      2711754.4 |
 KD1012|---------------------------------------------------------------------|
 KD1012
 KD1012                          SUPERSEDED SURVEY CONTROL
 KD1012
 KD1012  NAD 83(1997)-  39 52 01.41107(N)    092 11 01.37878(W) AD(       ) 3
 KD1012  NAD 83(1997)-  39 52 01.41067(N)    092 11 01.37890(W) AD(       ) 3
 KD1012  NAD 83(1986)-  39 52 01.41418(N)    092 11 01.37988(W) AD(       ) 3
 KD1012  NAD 27      -  39 52 01.28050(N)    092 11 00.73590(W) AD(       ) 3
 KD1012
 KD1012.Superseded values are not recommended for survey control.
 KD1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1012.See file dsdata.txt to determine how the superseded data were derived.
 KD1012
 KD1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE6981313321(NAD 83)
 KD1012_MARKER: DS = TRIANGULATION STATION DISK
 KD1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1012
 KD1012  HISTORY     - Date     Condition        Report By
 KD1012  HISTORY     - 1949     MONUMENTED       CGS
 KD1012  HISTORY     - 1963     POOR             USGS
 KD1012  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KD1012
 KD1012                          STATION DESCRIPTION
 KD1012
 KD1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1012'STATION IS LOCATED ABOUT 2 MILES SOUTH OF LEONARD IN A BARNYARD.
 KD1012'STATION IS 62 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 KD1012'DIRT ROAD AND 32 FEET SOUTH OF FENCELINE.  THE MARK IS FLUSH
 KD1012'WITH THE GROUND AND THE DISK IS STAMPED LEONARD 1949.
 KD1012'
 KD1012'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF A FENCECORNER AND 1
 KD1012'FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 KD1012'THE DISK IS STAMPED LEONARD NO 1 1949.
 KD1012'
 KD1012'REFERENCE MARK NO. 2 IS 20 FEET WEST OF THE APPROXIMATE
 KD1012'CENTERLINE OF DRIVEWAY AND 1 FOOT EAST OF A FENCE.  THE MARK
 KD1012'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LEONARD NO
 KD1012'2 1949.
 KD1012'
 KD1012'AZIMUTH MARK IS 28 FEET NORTH OF THE APPROXIMATE CENTERLINE
 KD1012'OF DIRT ROAD, 19 FEET EAST OF A TELEPHONE POLE AND 3 FEET
 KD1012'SOUTHWEST OF A FENCECORNER.  THE MARK PROJECTS ABOUT 6 INCHES
 KD1012'AND THE DISK IS STAMPED LEONARD 1949.
 KD1012'
 KD1012'TO REACH STATION FROM THE JUNCTION OF COUNTY ROUTES M AND
 KD1012'H IN LEONARD GO SOUTH ON MAIN GRAVEL ROAD FOR 2.0 MILES TO
 KD1012'CROSSROADS.  TURN RIGHT AND GO WEST ON DIRT ROAD FOR 0.3 MILE
 KD1012'TO FARM BUILDINGS AND STATION ON THE LEFT OR SOUTH SIDE
 KD1012'OF ROAD AS DESCRIBED.  CONTINUE WEST ON DIRT ROAD FOR 0.4 MILE
 KD1012'TO AZIMUTH ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 KD1012'
 KD1012'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1012
 KD1012                          STATION RECOVERY (1963)
 KD1012
 KD1012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KD1012'THE MARK WAS REPORTED TO HAVE BEEN PULLED OUT OF THE GROUND
 KD1012'BY FARM MACHINERY AND REPLACED NEAR THE ORIGINAL LOCATION.
 KD1012'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 KD1012'AZIMUTH MARK WAS FOUND PULLED OUT OF THE GROUND.
 KD1012
 KD1012                          STATION RECOVERY (1966)
 KD1012
 KD1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1012'THE STATION SURFACE MARK WAS FOUND DISPLACED AND THE AZIMUTH
 KD1012'MARK WAS FOUND DESTROYED.  THE UNDERGROUND STATION MARK,
 KD1012'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED
 KD1012'AND FOUND IN GOOD CONDITION.
 KD1012'
 KD1012'THE DISTANCE TO REFERENCE MARK NO. 1 MISSED THE 1949 MEASUREMENT
 KD1012'BY 0.73 FEET.  THE DISTANCE TO REFERENCE MARK NO. 2 MISSED
 KD1012'THE 1949 MEASUREMENT BY 0.03 FEET.  THE ANGLE BETWEEN THE
 KD1012'REFERENCE MARKS FAILED TO CHECK BY 1 MINUTE 47 SECONDS.
 KD1012'
 KD1012'NO OBJECTS VISIBLE AT THE STATION SO A NEW AZIMUTH MARK COULD
 KD1012'NOT BE SET.
 KD1012'
 KD1012'A NEW SURFACE MARK WAS SET.
 KD1012'
 KD1012'FOLLOWING IS A NEW DESCRIPTION.
 KD1012'
 KD1012'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 151
 KD1012'AND COUNTY ROADS M AND H IN LEONARD, GO SOUTH ON COUNTY ROAD
 KD1012'H FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A
 KD1012'GRAVELED ROAD FOR 0.25 MILE TO A BARN AND STATION ON THE
 KD1012'LEFT.
 KD1012'
 KD1012'STATION SURFACE MARK, A STANDARD DISK STAMPED LEONARD 1949 1966,
 KD1012'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KD1012'THE SURFACE OF THE GROUND.  IT IS 250 FEET NORTH-NORTHWEST OF
 KD1012'THE BARN, 53.5 FEET EAST OF A NORTH-SOUTH FENCE, 33 FEET SOUTH
 KD1012'OF A METAL WITNESS POST, 32 FEET SOUTH OF AN EAST-WEST FENCE,
 KD1012'AND NEAR THE NORTH SIDE BARN LOT.  THE UNDERGROUND MARK, A
 KD1012'STANDARD DISK STAMPED LEONARD 1949, IS SET IN AN IRREGULAR
 KD1012'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 KD1012'
 KD1012'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LEONARD NO. 1
 KD1012'1949, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KD1012'PROJECTS 5 INCHES.  IT IS 23 FEET SOUTH OF A T-FENCE CORNER
 KD1012'POST, AND 1 FOOT WEST OF A FENCE.
 KD1012'
 KD1012'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LEONARD NO. 2 1949,
 KD1012'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KD1012'5 INCHES.  IT IS 124.5 FEET SOUTH OF A CORNER FENCE POST AND
 KD1012'1.5 FEET EAST OF A FENCE.
 KD1012'
 KD1012'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES
 KD1012'SOUTH OF LEONARD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1325 ***********************************************************************
 KD1325  DESIGNATION -  LEONARD 2
 KD1325  PID         -  KD1325
 KD1325  STATE/COUNTY-  MO/SALINE
 KD1325  USGS QUAD   -  BLACKBURN (1978)
 KD1325
 KD1325                         *CURRENT SURVEY CONTROL
 KD1325  ___________________________________________________________________
 KD1325* NAD 83(1997)-  39 05 59.70871(N)    093 23 06.64240(W)     ADJUSTED  
 KD1325* NAVD 88     -       255.48   (meters)     838.2    (feet)  RESET     
 KD1325  ___________________________________________________________________
 KD1325  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 KD1325  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD1325
 KD1325  HORZ ORDER  -  FIRST
 KD1325  VERT ORDER  -  THIRD
 KD1325
 KD1325.The horizontal coordinates were established by classical geodetic methods
 KD1325.and adjusted by the National Geodetic Survey in November 2001..
 KD1325
 KD1325.The orthometric height was computed from unverified reset data.
 KD1325.No vertical observational check was made to the station.
 KD1325
 KD1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1325
 KD1325.The geoid height was determined by GEOID03.
 KD1325
 KD1325;                    North         East     Units Scale Factor Converg.
 KD1325;SPC MO C     -   362,895.747   423,432.614   MT  1.00000549   -0 33 29.8
 KD1325;UTM  15      - 4,327,935.413   466,693.633   MT  0.99961366   -0 14 34.5
 KD1325
 KD1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1325!SPC MO C     -   0.99996503  x   1.00000549  =   0.99997052
 KD1325!UTM  15      -   0.99996503  x   0.99961366  =   0.99957870
 KD1325
 KD1325|---------------------------------------------------------------------|
 KD1325| PID    Reference Object                     Distance      Geod. Az  |
 KD1325|                                                           dddmmss.s |
 KD1325| KD1326 LEONARD 2 RM 4                       21.948 METERS 01527     |
 KD1325| AJ6866 MARSHALL MUN TANK                                  09732     |
 KD1325| KD0445 LEONARD RM 3                         85.376 METERS 22322     |
 KD1325| KD0446 LEONARD                              59.684 METERS 22642     |
 KD1325| KD1328 LEONARD 2 AZ MK                     APPROX. 1.1 KM 2683817.8 |
 KD1325| KD0448 LEONARD AZ MK                                      26902     |
 KD1325| KD1327 LEONARD 2 RM 5                       22.127 METERS 27401     |
 KD1325|---------------------------------------------------------------------|
 KD1325
 KD1325                          SUPERSEDED SURVEY CONTROL
 KD1325
 KD1325  NGVD 29 (02/22/06)  255.40   (m)          837.9    (f) RESET       3  
 KD1325
 KD1325.Superseded values are not recommended for survey control.
 KD1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1325.See file dsdata.txt to determine how the superseded data were derived.
 KD1325
 KD1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6669427935(NAD 83)
 KD1325_MARKER: DB = BENCH MARK DISK
 KD1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1325_SP_SET: CONCRETE POST
 KD1325_STAMPING: LEONARD 2 1985
 KD1325_MARK LOGO: NGS   
 KD1325_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1325+STABILITY: SURFACE MOTION
 KD1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1325+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 KD1325
 KD1325  HISTORY     - Date     Condition        Report By
 KD1325  HISTORY     - 1985     MONUMENTED       NGS
 KD1325  HISTORY     - 19850516 GOOD             NGS
 KD1325  HISTORY     - 20051103 GOOD             MODNR
 KD1325
 KD1325                          STATION DESCRIPTION
 KD1325
 KD1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KD1325'1.7 MI (2.7 KM) SOUTH ALONG STATE HIGHWAY 127, FROM ITS OVERPASS OVER
 KD1325'THE RAILROAD IN MT LEONARD, THENCE 0.45 MI (0.72 KM) LEFT AND EAST
 KD1325'ALONG STATE HIGHWAY 20, IN THE NORTHWEST ANGLE OF A ROAD
 KD1325'INTERSECTION, 121.0 NORTH FROM THE CENTERLINE OF THE HIGHWAY, 112.0
 KD1325'WEST FROM THE CENTERLINE OF A GRADED ROAD, 4.4 FT (1.3 M) SOUTHWEST
 KD1325'FROM A FENCE CORNER POST, 3.0 FT (0.9 M) SOUTH FROM A FENCE.
 KD1325
 KD1325                          STATION RECOVERY (1985)
 KD1325
 KD1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (JAO)
 KD1325'THE STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) E OF BLACKBURN, 3.2 KM
 KD1325'(2.00 MI) S OF MT LEONARD, 0.8 KM (0.50 MI) E OF THE E JUNCTION OF
 KD1325'STATE HWYS 20 AND 127, AT A GRADED CROSSROAD AND ON THE N RIGHT-OF-WAY
 KD1325'OF STATE HWY 20.  CONTACT THE MISSOURI HWY AND TRANSPORTATION
 KD1325'DEPARTMENT, POST OFFICE BOX 172, MARSHALL, MISSOURI 65346.  TO REACH
 KD1325'THE STATION FROM THE STATE HWY 127 OVERPASS BRIDGE OVER THE RAILROAD
 KD1325'AT MY LEONARD, GO S ON HWY 127 FOR 2.74 KM (1.70 MI) TO THE JUNCTION
 KD1325'WITH STATE HWY 20.  TURN LEFT AND GO E ON HIGHWAY 20 FOR 0.72 KM (0.45
 KD1325'MI) TO A CROSSROAD AND THE STATION ON THE LEFT, IN THE NW ANGLE OF THE
 KD1325'INTERSECTION.  THE STATION IS A STANDARD NGS DISK STAMPED LEONARD 2
 KD1325'1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES OR
 KD1325'30.0 CM IN DIAMETER FLUSH WITH GROUND LOCATED 121.0 FT (36.9 M) N FROM
 KD1325'THE CENTERLINE OF THE HWY, 112.0 FT (34.1 M) W FROM THE CENTERLINE OF
 KD1325'THE GRADED ROAD, 4.4 FT (1.3 M) SW FROM A FENCE CORNER POST AND A
 KD1325'RIGHT-OF-WAY MARKER, 3.0 FT (0.9 M) S FROM A FENCE, AND 2.0 FT (0.6 M)
 KD1325'E FROM A WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KD1325'STAMPED LEONARD 2 1985, SET INTO AN IRREGULAR MASS OF CONCRETE 3.5 FT
 KD1325'(1.1 M) BELOW THE SURFACE. REFERENCE MARK NO 4 IS A STANDARD NGS DISK
 KD1325'STAMPED LEONARD 2 NO 4 1985, SET INTO THE TOP OF A ROUND CONCRETE
 KD1325'MONUMENT 12.0 INCHES OR 30.0 IN DIAMETER FLUSH WITH GROUND LOCATED
 KD1325'190.0 FT (57.9 M) N FROM THE CENTERLINE OF THE HWY, 100.0 FT (30.5 M)
 KD1325'W FROM THE CENTERLINE OF THE GRADED ROAD, 69.0 FT (21.0 M) NE FROM THE
 KD1325'FENCE CORNER AT THE STATION, 38.5 FT (11.7 M) SW FROM ANOTHER FENCE
 KD1325'CORNER AND A RIGHT-OF-WAY MARKER, AND 1.08 FT (0.33 M) LOWER THAN THE
 KD1325'STATION.  REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED LEONARD 2
 KD1325'NO 5 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES
 KD1325'OR 30.0 CM IN DIAMETER FLUSH WITH GROUND LOCATED 185.0 FT (56.4 M) W
 KD1325'FROM THE CENTERLINE OF THE GRADED ROAD, 123.0 FT (37.5 M) N FROM THE
 KD1325'CENTERLINE OF THE HWY, 75.5 FT (23.0 M) W FROM THE FENCE CORNER, 2.0
 KD1325'FT (0.6 M) S FROM AN E/W FENCE, AND 1.62 FT (0.49 M) HIGHER THAN THE
 KD1325'STATION.  AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED LEONARD 2
 KD1325'1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES OR
 KD1325'30.0 CM IN DIAMETER FLUSH WITH GROUND LOCATED 99.0 FT (30.2 M) S FROM
 KD1325'THE CENTERLINE OF STATE HWY 20, 61.0 FT (18.6 M) E FROM THE CENTERLINE
 KD1325'OF THE GRAVELED ROAD, 94.3 FT (28.7 M) ENE FROM THE NE CORNER OF A
 KD1325'CONCRETE BLOCK BUILDING, AND 1.2 FT (0.4 M) W FROM A WITNESS POST.
 KD1325'ALL MARKS ARE BENCH MARKS. REFERENCE MARK 3 MAY BE BURIED UNDER 2 FT
 KD1325'(0.6 M) OF FILL.
 KD1325
 KD1325                          STATION RECOVERY (2005)
 KD1325
 KD1325'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1328 ***********************************************************************
 KD1328  DESIGNATION -  LEONARD 2 AZ MK
 KD1328  PID         -  KD1328
 KD1328  STATE/COUNTY-  MO/SALINE
 KD1328  USGS QUAD   -  BLACKBURN (1978)
 KD1328
 KD1328                         *CURRENT SURVEY CONTROL
 KD1328  ___________________________________________________________________
 KD1328* NAD 83(1997)-  39 05 58.84715(N)    093 23 53.01907(W)     ADJUSTED  
 KD1328* NAVD 88     -       247.07   (meters)     810.6    (feet)  RESET     
 KD1328  ___________________________________________________________________
 KD1328  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 KD1328  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KD1328
 KD1328  HORZ ORDER  -  FIRST
 KD1328  VERT ORDER  -  THIRD
 KD1328
 KD1328.The horizontal coordinates were established by classical geodetic methods
 KD1328.and adjusted by the National Geodetic Survey in November 2001..
 KD1328
 KD1328.The orthometric height was computed from unverified reset data.
 KD1328.No vertical observational check was made to the station.
 KD1328
 KD1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1328
 KD1328.The geoid height was determined by GEOID03.
 KD1328
 KD1328;                    North         East     Units Scale Factor Converg.
 KD1328;SPC MO C     -   362,880.117   422,318.012   MT  1.00000761   -0 33 59.1
 KD1328;UTM  15      - 4,327,913.657   465,579.571   MT  0.99961459   -0 15 03.8
 KD1328
 KD1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1328!SPC MO C     -   0.99996635  x   1.00000761  =   0.99997396
 KD1328!UTM  15      -   0.99996635  x   0.99961459  =   0.99958095
 KD1328
 KD1328:                Primary Azimuth Mark                     Grid Az
 KD1328:SPC MO C     -  LEONARD RM 3                             092 29 18.8
 KD1328:UTM  15      -  LEONARD RM 3                             092 10 23.5
 KD1328
 KD1328|---------------------------------------------------------------------|
 KD1328| PID    Reference Object                     Distance      Geod. Az  |
 KD1328|                                                           dddmmss.s |
 KD1328| KD0445 LEONARD RM 3                        APPROX. 1.1 KM 0915519.7 |
 KD1328|---------------------------------------------------------------------|
 KD1328
 KD1328                          SUPERSEDED SURVEY CONTROL
 KD1328
 KD1328  NGVD 29 (02/22/06)  246.99   (m)          810.3    (f) RESET       3  
 KD1328
 KD1328.Superseded values are not recommended for survey control.
 KD1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1328.See file dsdata.txt to determine how the superseded data were derived.
 KD1328
 KD1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6558027914(NAD 83)
 KD1328_MARKER: DZ = AZIMUTH MARK DISK
 KD1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1328_SP_SET: CONCRETE POST
 KD1328_STAMPING: LEONARD 2 1985
 KD1328_MARK LOGO: NGS   
 KD1328_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1328+STABILITY: SURFACE MOTION
 KD1328
 KD1328  HISTORY     - Date     Condition        Report By
 KD1328  HISTORY     - 1985     MONUMENTED       NGS
 KD1328  HISTORY     - 19850516 GOOD             NGS
 KD1328
 KD1328                          STATION DESCRIPTION
 KD1328
 KD1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KD1328'1.7 MI (2.7 KM) SOUTH ALONG STATE HIGHWAY 127, FROM ITS OVERPASS OVER
 KD1328'THE RAILROAD AT MT LEONARD, THENCE 0.2 MI (0.3 KM) RIGHT AND WEST
 KD1328'ALONG STATE HIGHWAY 20 AND 127, AT A GRADED ROAD LEADING SOUTH, 99.0
 KD1328'FT (30.2 M) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 94.3 FT
 KD1328'(28.7 M) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A CONCRETE BLOCK
 KD1328'BUILDING, 61.0 FT (18.6 M) EAST FROM THE CENTERLINE OF THE GRADED
 KD1328'ROAD.
 KD1328
 KD1328                          STATION RECOVERY (1985)
 KD1328
 KD1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (JAO)
 KD1328'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) S OF MT LEONARD, 0.32 KM
 KD1328'(0.20 MI) W OF THE E JUNCTION OF STATE HWYS 20 AND 127, AT A GRAVELED
 KD1328'ROAD LEADING S AND ON THE S RIGHT-OF-WAY OF THE HWYS.  CONTACT THE
 KD1328'MISSOURI DEPARTMENT OF HIGHWAYS AND TRANSPORTATION, POST OFFICE BOX
 KD1328'172, MARSHALL, MISSOURI 65340. TO REACH THE STATION FROM THE STATE HWY
 KD1328'127 OVERPASS BRIDGE OVER THE RAILROAD AT MT LEONARD, GO S ON HWY 127
 KD1328'FOR 2.74 KM (1.70 MI) TO THE JUNCTION WITH STATE HIGHWAY 20.  TURN
 KD1328'RIGHT AND GO W ON THE HWYS FOR 0.32 KM (0.20 MI) TO A SIDE ROAD ON THE
 KD1328'LEFT AND THE STATION IN THE SE ANGLE OF THE INTERSECTION.  THE STATION
 KD1328'IS A STANDARD NGS DISK STAMPED LEONARD 2 1985, SET INTO THE TOP OF A
 KD1328'ROUND CONCRETE MONUMENT 12.0 INCHES OR 30.0 CM IN DIAMETER FLUSH WITH
 KD1328'GROUND LOCATED 99.0 FT (30.2 M) S FROM THE CENTERLINE OF THE HWY, 94.3
 KD1328'FT (28.7 M) ENE FROM THE NE CORNER OF A CONCRETE BLOCK BUILDING, 61.0
 KD1328'FT (18.6 M) E FROM THE CENTERLINE OF THE GRAVELED ROAD, AND 1.2 FT
 KD1328'(0.4 M) W FROM A WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS
 KD1328'DISK STAMPED LEONARD 2 1985, SET INTO AN IRREGULAR MASS OF CONCRETE
 KD1328'3.00 FT (0.91 M) BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1326 ***********************************************************************
 KD1326  DESIGNATION -  LEONARD 2 RM 4
 KD1326  PID         -  KD1326
 KD1326  STATE/COUNTY-  MO/SALINE
 KD1326  USGS QUAD   -  BLACKBURN (1978)
 KD1326
 KD1326                         *CURRENT SURVEY CONTROL
 KD1326  ___________________________________________________________________
 KD1326* NAD 83(1997)-  39 06 00.39470(N)    093 23 06.39904(W)     ADJUSTED  
 KD1326* NAVD 88     -       255.15   (meters)     837.1    (feet)  RESET     
 KD1326  ___________________________________________________________________
 KD1326  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 KD1326  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD1326
 KD1326  HORZ ORDER  -  SECOND
 KD1326  VERT ORDER  -  THIRD
 KD1326
 KD1326.The horizontal coordinates were established by classical geodetic methods
 KD1326.and adjusted by the National Geodetic Survey in November 2001..
 KD1326
 KD1326.The orthometric height was computed from unverified reset data.
 KD1326.No vertical observational check was made to the station.
 KD1326
 KD1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1326
 KD1326.The geoid height was determined by GEOID03.
 KD1326
 KD1326;                    North         East     Units Scale Factor Converg.
 KD1326;SPC MO C     -   362,916.844   423,438.668   MT  1.00000548   -0 33 29.7
 KD1326;UTM  15      - 4,327,956.535   466,699.568   MT  0.99961365   -0 14 34.4
 KD1326
 KD1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1326!SPC MO C     -   0.99996508  x   1.00000548  =   0.99997056
 KD1326!UTM  15      -   0.99996508  x   0.99961365  =   0.99957875
 KD1326
 KD1326                          SUPERSEDED SURVEY CONTROL
 KD1326
 KD1326  NGVD 29 (02/22/06)  255.07   (m)          836.8    (f) RESET       3  
 KD1326
 KD1326.Superseded values are not recommended for survey control.
 KD1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1326.See file dsdata.txt to determine how the superseded data were derived.
 KD1326
 KD1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6670027957(NAD 83)
 KD1326_MARKER: DR = REFERENCE MARK DISK
 KD1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1326_SP_SET: CONCRETE POST
 KD1326_STAMPING: LEONARD 2 NO 4 1985
 KD1326_MARK LOGO: NGS   
 KD1326_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1326+STABILITY: SURFACE MOTION
 KD1326
 KD1326  HISTORY     - Date     Condition        Report By
 KD1326  HISTORY     - 1985     MONUMENTED       NGS
 KD1326
 KD1326                          STATION DESCRIPTION
 KD1326
 KD1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KD1326'1.7 MI (2.7 KM) SOUTH ALONG STATE HIGHWAY 127, FROM ITS OVERPASS OVER
 KD1326'THE RAILROAD AT MT LEONARD, THENCE 0.45 MI (0.72 KM) LEFT AND EAST
 KD1326'ALONG STATE HIGHWAY 20, AT A CROSSROAD, 190.0 FT (57.9 M) NORTH FROM
 KD1326'THE CENTERLINE OF THE HIGHWAY, 100.0 FT (30.5 M) WEST FROM THE
 KD1326'CENTERLINE OF THE GRADED ROAD, 111.9 NORTHEAST FROM LEONARD 2 RM 5,
 KD1326'72.0 NORTH-NORTHEAST FROM LEONARD 2, 38.5 FT (11.7 M) SOUTHWEST OF
 KD1326'THE NORTHEAST ONE OF 2 FENCE CORNER POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1327 ***********************************************************************
 KD1327  DESIGNATION -  LEONARD 2 RM 5
 KD1327  PID         -  KD1327
 KD1327  STATE/COUNTY-  MO/SALINE
 KD1327  USGS QUAD   -  BLACKBURN (1978)
 KD1327
 KD1327                         *CURRENT SURVEY CONTROL
 KD1327  ___________________________________________________________________
 KD1327* NAD 83(1997)-  39 05 59.75897(N)    093 23 07.56099(W)     ADJUSTED  
 KD1327* NAVD 88     -       255.97   (meters)     839.8    (feet)  RESET     
 KD1327  ___________________________________________________________________
 KD1327  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 KD1327  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD1327
 KD1327  HORZ ORDER  -  SECOND
 KD1327  VERT ORDER  -  THIRD
 KD1327
 KD1327.The horizontal coordinates were established by classical geodetic methods
 KD1327.and adjusted by the National Geodetic Survey in November 2001..
 KD1327
 KD1327.The orthometric height was computed from unverified reset data.
 KD1327.No vertical observational check was made to the station.
 KD1327
 KD1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1327
 KD1327.The geoid height was determined by GEOID03.
 KD1327
 KD1327;                    North         East     Units Scale Factor Converg.
 KD1327;SPC MO C     -   362,897.512   423,410.557   MT  1.00000554   -0 33 30.4
 KD1327;UTM  15      - 4,327,937.056   466,671.575   MT  0.99961368   -0 14 35.1
 KD1327
 KD1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1327!SPC MO C     -   0.99996495  x   1.00000554  =   0.99997049
 KD1327!UTM  15      -   0.99996495  x   0.99961368  =   0.99957865
 KD1327
 KD1327                          SUPERSEDED SURVEY CONTROL
 KD1327
 KD1327  NGVD 29 (02/22/06)  255.89   (m)          839.5    (f) RESET       3  
 KD1327
 KD1327.Superseded values are not recommended for survey control.
 KD1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1327.See file dsdata.txt to determine how the superseded data were derived.
 KD1327
 KD1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6667227937(NAD 83)
 KD1327_MARKER: DR = REFERENCE MARK DISK
 KD1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1327_SP_SET: CONCRETE POST
 KD1327_STAMPING: LEONARD 2 NO 5 1985
 KD1327_MARK LOGO: NGS   
 KD1327_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1327+STABILITY: SURFACE MOTION
 KD1327
 KD1327  HISTORY     - Date     Condition        Report By
 KD1327  HISTORY     - 1985     MONUMENTED       NGS
 KD1327
 KD1327                          STATION DESCRIPTION
 KD1327
 KD1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KD1327'1.7 MI (2.7 KM) SOUTH ALONG STATE HIGHWAY 127 FROM ITS OVERPASS OVER
 KD1327'THE RAILROAD AT MT LEONARD, THENCE 0.45 MI (0.72 KM) LEFT AND EAST
 KD1327'ALONG STATE HIGHWAY, AT A GRADED CROSSROAD, 185.0 FT (56.4 M) WEST
 KD1327'FROM THE CENTERLINE OF THE GRADED ROAD, 123.0 FT (37.5 M) NORTH FROM
 KD1327'THE CENTERLINE OF THE HIGHWAY, 111.9 FT (34.1 M) SOUTHWEST FROM
 KD1327'LEONARD 2 RM 4, 72.6 FT (22.1 M) WEST FROM LEONARD 2, 2.0 FT (0.6 M)
 KD1327'SOUTH FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0445 ***********************************************************************
 KD0445  DESIGNATION -  LEONARD RM 3
 KD0445  PID         -  KD0445
 KD0445  STATE/COUNTY-  MO/SALINE
 KD0445  USGS QUAD   -  BLACKBURN (1978)
 KD0445
 KD0445                         *CURRENT SURVEY CONTROL
 KD0445  ___________________________________________________________________
 KD0445* NAD 83(1997)-  39 05 57.69588(N)    093 23 09.08186(W)     ADJUSTED  
 KD0445* NAVD 88     -       255.646  (meters)     838.73   (feet)  ADJUSTED  
 KD0445  ___________________________________________________________________
 KD0445  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 KD0445  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0445  DYNAMIC HT  -         255.486 (meters)     838.21  (feet)  COMP
 KD0445  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 KD0445
 KD0445  HORZ ORDER  -  SECOND
 KD0445  VERT ORDER  -  FIRST     CLASS II
 KD0445
 KD0445.The horizontal coordinates were established by classical geodetic methods
 KD0445.and adjusted by the National Geodetic Survey in February 2000..
 KD0445
 KD0445.The orthometric height was determined by differential leveling
 KD0445.and adjusted by the National Geodetic Survey in June 1991..
 KD0445
 KD0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0445
 KD0445.The geoid height was determined by GEOID03.
 KD0445
 KD0445.The dynamic height is computed by dividing the NAVD 88
 KD0445.geopotential number by the normal gravity value computed on the
 KD0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0445.degrees latitude (g = 980.6199 gals.).
 KD0445
 KD0445.The modeled gravity was interpolated from observed gravity values.
 KD0445
 KD0445;                    North         East     Units Scale Factor Converg.
 KD0445;SPC MO C     -   362,834.249   423,373.393   MT  1.00000561   -0 33 31.3
 KD0445;SPC MO W     -   326,070.325   946,374.739   MT  1.00005550   +0 42 09.7
 KD0445;UTM  15      - 4,327,873.615   466,634.774   MT  0.99961371   -0 14 36.1
 KD0445
 KD0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0445!SPC MO C     -   0.99996500  x   1.00000561  =   0.99997061
 KD0445!SPC MO W     -   0.99996500  x   1.00005550  =   1.00002050
 KD0445!UTM  15      -   0.99996500  x   0.99961371  =   0.99957873
 KD0445
 KD0445|---------------------------------------------------------------------|
 KD0445| PID    Reference Object                     Distance      Geod. Az  |
 KD0445|                                                           dddmmss.s |
 KD0445| KD0446 LEONARD                              26.028 METERS 03540     |
 KD0445| KD1325 LEONARD 2                            85.376 METERS 04322     |
 KD0445| KD1328 LEONARD 2 AZ MK                     APPROX. 1.1 KM 2715547.4 |
 KD0445| KD0448 LEONARD AZ MK                                      2722031.0 |
 KD0445| CL9725 LEONARD AZ MK                                      2722002.3 |
 KD0445|---------------------------------------------------------------------|
 KD0445
 KD0445                          SUPERSEDED SURVEY CONTROL
 KD0445
 KD0445  NAD 83(1997)-  39 05 57.69672(N)    093 23 09.08462(W) AD(       ) 2
 KD0445  NAD 83(1986)-  39 05 57.70252(N)    093 23 09.08320(W) AD(       ) 2
 KD0445  NAD 27      -  39 05 57.62754(N)    093 23 08.33017(W) AD(       ) 2
 KD0445  NGVD 29 (??/??/92)  255.566  (m)          838.47   (f) ADJ UNCH    1 2
 KD0445
 KD0445.Superseded values are not recommended for survey control.
 KD0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0445.See file dsdata.txt to determine how the superseded data were derived.
 KD0445
 KD0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6663527874(NAD 83)
 KD0445_MARKER: DR = REFERENCE MARK DISK
 KD0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0445_STAMPING: LEONARD NO 3 1949
 KD0445_MARK LOGO: CGS   
 KD0445_PROJECTION: FLUSH
 KD0445_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0445+STABILITY: SURFACE MOTION
 KD0445
 KD0445  HISTORY     - Date     Condition        Report By
 KD0445  HISTORY     - 1962     MONUMENTED       CGS
 KD0445  HISTORY     - 1962     GOOD             NGS
 KD0445  HISTORY     - 19891201 GOOD             LOCSUR
 KD0445
 KD0445                          STATION DESCRIPTION
 KD0445
 KD0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD0445'THE STATION IS 5-1/2 MILES EAST OF BLACKBURN, 2 MILES SOUTH OF
 KD0445'MT. LEONARD, 44 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 20,
 KD0445'AND ON PROPERTY OWNED BY MR. JOE DEAL.
 KD0445'
 KD0445'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MT. LEONARD,
 KD0445'GO SOUTH ON STATE HIGHWAY 127 FOR 1.8 MILES TO THE JUNCTION
 KD0445'OF STATE HIGHWAY 20.  *TURN LEFT AND GO EAST ON HIGHWAY 20
 KD0445'FOR 0.4 MILE TO A GRAVEL DRIVEWAY AND THE STATION ON THE RIGHT.
 KD0445'
 KD0445'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 KD0445'LEONARD NO 3 1949, SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 KD0445'SURFACE OF THE GROUND.  IT IS 37 FEET WEST OF THE CENTER OF THE
 KD0445'GRAVEL DRIVEWAY, 31 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 KD0445'GARAGE, 30.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 KD0445'GARAGE AND 18.5 FEET SOUTHEAST OF A T-FENCE CORNER.  THE
 KD0445'UNDERGROUND DISK IS A STANDARD REFERENCE MARK DISK STAMPED LEANORD
 KD0445'NO 3 1949, SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 KD0445'THE SURFACE OF THE GROUND.
 KD0445'
 KD0445'LEONARD 1949, IS A STANDARD STATION MARK DISK STAMPED LEONARD 1949,
 KD0445'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KD0445'GROUND.  IT IS 31 FEET EAST OF THE CENTER OF A WOODEN GATE AT A
 KD0445'FIELD ENTRANCE, 26 FEET NORTH OF THE CENTER OF HIGHWAY 20,
 KD0445'7 FEET SOUTHEAST OF A POWER POLE, 4 FEET SOUTH OF A WIRE FENCE
 KD0445'AND 3.8 FEET SOUTH OF A METAL WITNESS POST.
 KD0445'
 KD0445'AZIMUTH MARK, A STANDARD DISK STAMPED LEONARD 1949, IS SET IN
 KD0445'A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 27 FEET
 KD0445'SOUTH OF THE CENTER OF HIGHWAY 20, 1.5 FEET NORTHEAST OF A
 KD0445'TELEPHONE POLE AND 1.2 FEET EAST OF A METAL WITNESS POST.
 KD0445'
 KD0445'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON HIGHWAY
 KD0445'20 FOR 0.2 MILE TO THE MARK ON THE LEFT, SOUTH SIDE OF THE
 KD0445'HIGHWAY.
 KD0445'
 KD0445'NOTE- THIS MARK WAS ESTABLISHED AND OCCUPIED AS A NEW STATION
 KD0445'BECAUSE LEONARD 1949 IS SITUATED DIRECTLY BENEATH POWER LINES
 KD0445'WHICH PREVENTED TOWER BUILDING OVER THE TRUE STATION MARK.
 KD0445'
 KD0445'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD0445
 KD0445                          STATION RECOVERY (1962)
 KD0445
 KD0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KD0445'2.2 MI SE FROM MT LEONARD.
 KD0445'1.7 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE RAILROAD OVER
 KD0445'PASS AT MT. LEONARD, THENCE 0.45 MILE EAST ALONG STATE HIGHWAY
 KD0445'20, AT THE CREST OF A SMALL HILL AND ACROSS THE HIGHWAY FROM
 KD0445'A FARM HOUSE, 87 FEET SOUTHWEST ACROSS HIGHWAY FROM STATION
 KD0445'MARK, 68 FEET SOUTHWEST ACROSS FENCE FROM RM 1, 44 FEET SOUTH
 KD0445'OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTHEAST OF A FENCE
 KD0445'CORNER, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 KD0445'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KD0445
 KD0445                          STATION RECOVERY (1989)
 KD0445
 KD0445'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JT)
 KD0445'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1756 ***********************************************************************
 HB1756  DESIGNATION -  LEOPOLD
 HB1756  PID         -  HB1756
 HB1756  STATE/COUNTY-  MO/BOLLINGER
 HB1756  USGS QUAD   -  MARBLE HILL (1980)
 HB1756
 HB1756                         *CURRENT SURVEY CONTROL
 HB1756  ___________________________________________________________________
 HB1756* NAD 83(1997)-  37 15 03.11977(N)    089 55 33.16099(W)     ADJUSTED  
 HB1756* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 HB1756  ___________________________________________________________________
 HB1756  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 HB1756  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB1756
 HB1756  HORZ ORDER  -  FIRST
 HB1756
 HB1756.The horizontal coordinates were established by classical geodetic methods
 HB1756.and adjusted by the National Geodetic Survey in February 2000..
 HB1756
 HB1756.The orthometric height was scaled from a topographic map.
 HB1756
 HB1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1756
 HB1756.The geoid height was determined by GEOID03.
 HB1756
 HB1756;                    North         East     Units Scale Factor Converg.
 HB1756;SPC MO E     -   157,446.365   300,932.009   MT  0.99996528   +0 20 51.1
 HB1756;UTM  16      - 4,126,715.152   240,494.235   MT  1.00042964   -1 46 19.3
 HB1756;UTM  15      - 4,127,132.359   772,657.320   MT  1.00051588   +1 51 43.0
 HB1756
 HB1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1756!SPC MO E     -   0.99997435  x   0.99996528  =   0.99993963
 HB1756!UTM  16      -   0.99997435  x   1.00042964  =   1.00040398
 HB1756!UTM  15      -   0.99997435  x   1.00051588  =   1.00049021
 HB1756
 HB1756:                Primary Azimuth Mark                     Grid Az
 HB1756:SPC MO E     -  JACKSON MUNICIPAL TANK                   057 06 40.9
 HB1756:UTM  16      -  JACKSON MUNICIPAL TANK                   059 13 51.3
 HB1756:UTM  15      -  JACKSON MUNICIPAL TANK                   055 35 49.0
 HB1756
 HB1756|---------------------------------------------------------------------|
 HB1756| PID    Reference Object                     Distance      Geod. Az  |
 HB1756|                                                           dddmmss.s |
 HB1756| HB1747 JACKSON MUNICIPAL TANK              APPROX.27.9 KM 0572732.0 |
 HB1756| CI4487 LEOPOLD RM 1                         81.452 METERS 17759     |
 HB1756| HB1750 MEMPHIS ST LOUIS AWY BEACON 48      APPROX.16.1 KM 1814630.4 |
 HB1756| GD1862 MEMPHIS ST LOUIS AIRWAY BCN 47      APPROX.28.9 KM 1832125.5 |
 HB1756| HB1751 MEMPHIS ST LOUIS AWY BEACON 49      APPROX. 6.5 KM 1925348.9 |
 HB1756| CI4486 LEOPOLD AZ MK                                      2402151.4 |
 HB1756| CI4488 LEOPOLD RM 2                         86.938 METERS 24857     |
 HB1756| HC0955 COTTENER FIRE TOWER                 APPROX.34.5 KM 3131543.0 |
 HB1756| HB1758 MEMPHIS ST LOUIS AWY BEACON 50      APPROX.16.8 KM 3570627.3 |
 HB1756| HB1755 LEOPOLD CATHOLIC CHURCH SPIRE       APPROX. 0.8 KM 3585555.8 |
 HB1756|---------------------------------------------------------------------|
 HB1756
 HB1756                          SUPERSEDED SURVEY CONTROL
 HB1756
 HB1756  NAD 83(1997)-  37 15 03.12385(N)    089 55 33.16126(W) AD(       ) 1
 HB1756  NAD 83(1997)-  37 15 03.13244(N)    089 55 33.16090(W) AD(       ) 1
 HB1756  NAD 83(1986)-  37 15 03.13279(N)    089 55 33.16077(W) AD(       ) 1
 HB1756  NAD 27      -  37 15 02.93700(N)    089 55 32.81100(W) AD(       ) 1
 HB1756
 HB1756.Superseded values are not recommended for survey control.
 HB1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1756.See file dsdata.txt to determine how the superseded data were derived.
 HB1756
 HB1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG4049426715(NAD 83)
 HB1756_MARKER: DS = TRIANGULATION STATION DISK
 HB1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1756
 HB1756  HISTORY     - Date     Condition        Report By
 HB1756  HISTORY     - 1938     MONUMENTED       CGS
 HB1756  HISTORY     - 1962     MARK NOT FOUND   USGS
 HB1756
 HB1756                          STATION DESCRIPTION
 HB1756
 HB1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1756'ABOUT 0.4 MILE SOUTH OF LEOPOLD, IN THE SOUTHWEST CORNER OF SW 1/4 OF
 HB1756'SEC. 22, T. 30 N., R. 10 E., ON LAND OWNED BY THE CLIPPORD ESTATE,
 HB1756'ON HIGHEST PART OF HILL ABOUT 180 YARDS SOUTHEAST OF MAIN ROAD INTO
 HB1756'LEOPOLD, AND SET FLUSH WITH THE GROUND.
 HB1756'
 HB1756'TO REACH FROM INTERSECTION OF HIGHWAYS M 51 AND M 34 BETWEEN
 HB1756'LUTESVILLE AND MARBLE HILL, GO SOUTH ON HIGHWAY M 51 FOR 3 MILES
 HB1756'TO COUNTY ROAD N LEADING EAST AT SIGN LEOPOLD 4 MILES, GO EAST ON
 HB1756'COUNTY ROAD N FOR 3.45 MILES TO WHERE COUNTY ROAD N TURNS SOUTH, GO
 HB1756'EAST ON LEOPOLD ROAD 0.2 MILE TO GATE ON RIGHT, GO THROUGH GATE AND
 HB1756'BEAR RIGHT ABOUT 225 YARDS TO TOP OF HILL AND STATION.
 HB1756'
 HB1756'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 HB1756'SET IN CONCRETE.
 HB1756'
 HB1756'REFERENCE MARK NO. 1 IS SOUTH OF STATION AND PROJECTS 4 INCHES.
 HB1756'
 HB1756'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION AND PROJECTS 8
 HB1756'INCHES.
 HB1756'
 HB1756'AZIMUTH MARK IS ABOUT 0.5 MILES WEST-SOUTHWEST OF STATION, AND
 HB1756'PROJECTS ABOUT 8 INCHES.  TO REACH MARK FROM STATION, GO NORTHEAST
 HB1756'TO MAIN ROAD, THENCE WEST 0.2 MILE TO COUNTY ROAD N, THENCE SOUTH ON
 HB1756'COUNTY ROAD N FOR 0.2 MILE TO LANE LEADING WEST, GO WEST ON
 HB1756'LANE 0.25 MILE TO A TURN SOUTH AND MARK ON RIGHT, IN EAST-WEST FENCE,
 HB1756'25 FEET NORTHWEST OF TURN IN ROAD.
 HB1756'
 HB1756'SURFACE-STATION MARK IS ABOUT 3 FEET WEST OF A LINE FROM REFERENCE
 HB1756'MARK NO. 1 TO SPIRE IN TOWN OF LEOPOLD, INTERSECTION STATION,
 HB1756'CATHOLIC CHURCH SPIRE.
 HB1756'
 HB1756'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HB1756
 HB1756                          STATION RECOVERY (1962)
 HB1756
 HB1756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (FLT)
 HB1756'STATION MARK WAS NOT FOUND.  THE LANDOWNER MENTIONED IN THE
 HB1756'DESCRIPTION DOES NOT OWN THE LAND ANY LONGER.  THE PERSON THAT OWNS
 HB1756'THE LAND DOES NOT REMEMBER SEEING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1755 ***********************************************************************
 HB1755  DESIGNATION -  LEOPOLD CATHOLIC CHURCH SPIRE
 HB1755  PID         -  HB1755
 HB1755  STATE/COUNTY-  MO/BOLLINGER
 HB1755  USGS QUAD   -  MARBLE HILL (1980)
 HB1755
 HB1755                         *CURRENT SURVEY CONTROL
 HB1755  ___________________________________________________________________
 HB1755* NAD 83(1997)-  37 15 27.74654(N)    089 55 33.73527(W)     ADJUSTED  
 HB1755* NAVD 88     -                                                        
 HB1755  ___________________________________________________________________
 HB1755  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 HB1755  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB1755
 HB1755  HORZ ORDER  -  THIRD
 HB1755
 HB1755.The horizontal coordinates were established by classical geodetic methods
 HB1755.and adjusted by the National Geodetic Survey in February 2000..
 HB1755
 HB1755
 HB1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1755
 HB1755.The geoid height was determined by GEOID03.
 HB1755
 HB1755;                    North         East     Units Scale Factor Converg.
 HB1755;SPC MO E     -   158,205.444   300,913.253   MT  0.99996525   +0 20 50.9
 HB1755;UTM  16      - 4,127,474.758   240,503.573   MT  1.00042958   -1 46 20.7
 HB1755;UTM  15      - 4,127,891.094   772,618.487   MT  1.00051562   +1 51 43.7
 HB1755
 HB1755                          SUPERSEDED SURVEY CONTROL
 HB1755
 HB1755  NAD 83(1997)-  37 15 27.75034(N)    089 55 33.73553(W) AD(       ) 4
 HB1755  NAD 83(1997)-  37 15 27.75868(N)    089 55 33.73519(W) AD(       ) 4
 HB1755  NAD 83(1986)-  37 15 27.75966(N)    089 55 33.73516(W) AD(       ) 4
 HB1755  NAD 27      -  37 15 27.56000(N)    089 55 33.38600(W) AD(       ) 3
 HB1755
 HB1755.Superseded values are not recommended for survey control.
 HB1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1755.See file dsdata.txt to determine how the superseded data were derived.
 HB1755
 HB1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG4050427475(NAD 83)
 HB1755_MARKER: 90 = CHURCH SPIRE
 HB1755
 HB1755  HISTORY     - Date     Condition        Report By
 HB1755  HISTORY     - 1938     FIRST OBSERVED   CGS
 HB1755
 HB1755                          STATION DESCRIPTION
 HB1755
 HB1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1755'TIP OF SPIRE OF CATHOLIC CHURCH IN LEOPOLD.  IT IS THE ONLY SPIRE IN
 HB1755'TOWN, ON THE EAST SIDE OF TOWN, A BROWNSTONE BUILDING, AND
 HB1755'ABOUT 75 FEET HIGH.
 HB1755'
 HB1755'OBSERVED FROM TRIANGULATION STATIONS, HURRICANE, LEOPOLD, LESSLEY,
 HB1755'HOUCK AND U.S.G.S. P.T. STA. NO. 59S (1926).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1466 ***********************************************************************
 JC1466  DESIGNATION -  LESLIE ZION METHODIST CHURCH
 JC1466  PID         -  JC1466
 JC1466  STATE/COUNTY-  MO/FRANKLIN
 JC1466  USGS QUAD   -  LESLIE (1980)
 JC1466
 JC1466                         *CURRENT SURVEY CONTROL
 JC1466  ___________________________________________________________________
 JC1466* NAD 83(1997)-  38 25 13.92608(N)    091 13 25.86199(W)     ADJUSTED  
 JC1466* NAVD 88     -                                                        
 JC1466  ___________________________________________________________________
 JC1466  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 JC1466  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JC1466
 JC1466  HORZ ORDER  -  THIRD
 JC1466
 JC1466.The horizontal coordinates were established by classical geodetic methods
 JC1466.and adjusted by the National Geodetic Survey in February 2000..
 JC1466
 JC1466
 JC1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1466
 JC1466.The geoid height was determined by GEOID03.
 JC1466
 JC1466;                    North         East     Units Scale Factor Converg.
 JC1466;SPC MO E     -   287,356.827   186,791.028   MT  0.99998252   -0 26 59.4
 JC1466;UTM  15      - 4,253,969.666   655,052.177   MT  0.99989607   +1 06 14.3
 JC1466
 JC1466                          SUPERSEDED SURVEY CONTROL
 JC1466
 JC1466  NAD 83(1997)-  38 25 13.93333(N)    091 13 25.86290(W) AD(       ) 4
 JC1466  NAD 83(1986)-  38 25 13.94465(N)    091 13 25.86269(W) AD(       ) 4
 JC1466  NAD 27      -  38 25 13.75900(N)    091 13 25.32400(W) AD(       ) 3
 JC1466
 JC1466.Superseded values are not recommended for survey control.
 JC1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1466.See file dsdata.txt to determine how the superseded data were derived.
 JC1466
 JC1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC5505253970(NAD 83)
 JC1466_MARKER: 90 = CHURCH SPIRE
 JC1466
 JC1466  HISTORY     - Date     Condition        Report By
 JC1466  HISTORY     - 1934     FIRST OBSERVED   CGS
 JC1466  HISTORY     - 1956     GOOD             CGS
 JC1466
 JC1466                          STATION DESCRIPTION
 JC1466
 JC1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1466'THE STATION IS LOCATED ABOUT 3 MILES WEST OF BEAUFORT, NEAR THE
 JC1466'SETTLEMENT OF LESLIE, ON THE NORTH SIDE OF U.S. HIGHWAY 50.
 JC1466'
 JC1466'THE CHURCH IS THE ZION METHODIST CHURCH AND IS OF BROWN STONE
 JC1466'CONSTRUCTION.  THE SPIRE ON TOP WAS INTERSECTED.
 JC1466'
 JC1466'NOTE- THIS CHURCH WAS INTERSECTED IN 1933 AND CALLED THE
 JC1466'ZION PRESBYTERIAN CHURCH.  A CHECK WAS MADE AND THE ZION
 JC1466'METHODIST CHURCH WAS FOUND TO BE CORRECT.
 JC1466'
 JC1466'STATION LOCATED IN 1934 BY C.I.A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1754 ***********************************************************************
 HB1754  DESIGNATION -  LESSLEY
 HB1754  PID         -  HB1754
 HB1754  STATE/COUNTY-  MO/BOLLINGER
 HB1754  USGS QUAD   -  BURFORDVILLE (1980)
 HB1754
 HB1754                         *CURRENT SURVEY CONTROL
 HB1754  ___________________________________________________________________
 HB1754* NAD 83(1997)-  37 21 12.66666(N)    089 52 19.67584(W)     ADJUSTED  
 HB1754* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 HB1754  ___________________________________________________________________
 HB1754  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 HB1754  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HB1754
 HB1754  HORZ ORDER  -  FIRST
 HB1754
 HB1754.The horizontal coordinates were established by classical geodetic methods
 HB1754.and adjusted by the National Geodetic Survey in February 2000..
 HB1754
 HB1754.The orthometric height was scaled from a topographic map.
 HB1754
 HB1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1754
 HB1754.The geoid height was determined by GEOID03.
 HB1754
 HB1754;                    North         East     Units Scale Factor Converg.
 HB1754;SPC MO E     -   168,868.713   305,624.352   MT  0.99997143   +0 22 51.4
 HB1754;UTM  16      - 4,137,960.922   245,608.583   MT  1.00039724   -1 44 36.8
 HB1754
 HB1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1754!SPC MO E     -   0.99997309  x   0.99997143  =   0.99994452
 HB1754!UTM  16      -   0.99997309  x   1.00039724  =   1.00037032
 HB1754
 HB1754|---------------------------------------------------------------------|
 HB1754| PID    Reference Object                     Distance      Geod. Az  |
 HB1754|                                                           dddmmss.s |
 HB1754| CI5320 PTS 52 S                                           02723     |
 HB1754| CI4492 LESSLEY RM 1                         26.240 METERS 29306     |
 HB1754| HB1758 MEMPHIS ST LOUIS AWY BEACON 50      APPROX. 7.8 KM 3140358.8 |
 HB1754| CI4491 LESSLEY AZ MK                                      3410713.1 |
 HB1754| CI4493 LESSLEY RM 2                         35.043 METERS 35917     |
 HB1754|---------------------------------------------------------------------|
 HB1754
 HB1754                          SUPERSEDED SURVEY CONTROL
 HB1754
 HB1754  NAD 83(1997)-  37 21 12.66955(N)    089 52 19.67542(W) AD(       ) 1
 HB1754  NAD 83(1997)-  37 21 12.67784(N)    089 52 19.67610(W) AD(       ) 1
 HB1754  NAD 83(1986)-  37 21 12.67976(N)    089 52 19.67634(W) AD(       ) 1
 HB1754  NAD 27      -  37 21 12.49100(N)    089 52 19.32600(W) AD(       ) 1
 HB1754
 HB1754.Superseded values are not recommended for survey control.
 HB1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1754.See file dsdata.txt to determine how the superseded data were derived.
 HB1754
 HB1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG4560937961(NAD 83)
 HB1754_MARKER: DS = TRIANGULATION STATION DISK
 HB1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1754+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 HB1754
 HB1754  HISTORY     - Date     Condition        Report By
 HB1754  HISTORY     - 1938     MONUMENTED       CGS
 HB1754  HISTORY     - 20040321 GOOD             GEOCAC
 HB1754
 HB1754                          STATION DESCRIPTION
 HB1754
 HB1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1754'ABOUT 6 MILES NORTHEAST OF MARBLE HILL AND ABOUT 11-1/2 MILES SOUTH
 HB1754'OF WEST OF JACKSON, IN PARKWAY IN FRONT OF LESSLEY GRAVEYARD.
 HB1754'PROJECTS ABOUT 6 INCHES, AND IS SET 116 FEET SOUTH OF CENTER LINE OF
 HB1754'MISSOURI HIGHWAY 34 (GRAVEL ROAD), 40 FEET WEST OF NORTH-SOUTH
 HB1754'FENCE ALONG EAST SIDE OF CEMETERY DRIVE, 16 FEET EAST OF WEST PARKWAY
 HB1754'FENCE, 40 FEET NORTH OF NORTH CEMETERY FENCE.
 HB1754'
 HB1754'TO REACH FROM MARBLE HILL AT COUNTY COURTHOUSE GO EAST ON MISSOURI
 HB1754'HIGHWAY 34, 7.6 MILES, TO CEMETERY AND STATION ON RIGHT.
 HB1754'
 HB1754'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HB1754'DISKS SET IN CONCRETE.
 HB1754'
 HB1754'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION IN WEST FENCE LINE OF
 HB1754'CEMETERY PARKWAY.  REFERENCE MARK NO. 2 IS NORTH-NORTHEAST
 HB1754'OF STATION IN FENCE LINE ALONG EAST SIDE OF CEMETERY DRIVE, AND
 HB1754'PROJECTS ABOUT 6 INCHES.  DISTANCE BETWEEN REFERENCE MARKS NOS.
 HB1754'1 AND 2 IS 112.33 FEET.
 HB1754'
 HB1754'AZIMUTH MARK IS NORTHEAST OF STATION AND PROJECTS 6 INCHES.
 HB1754'
 HB1754'TO REACH AZIMUTH FROM STATION, GO NORTH TO MISSOURI HIGHWAY 34,
 HB1754'THENCE EAST 0.05 MILE TO SIDE ROAD NORTH, GO NORTH 0.3 MILE TO
 HB1754'RIGHT TURN, THENCE EAST 0.35 MILE PAST SCHOOL ON LEFT, ON WAGON ROAD,
 HB1754'TO MARK ON RIGHT IN FENCE LINE.
 HB1754'
 HB1754'A TRAVERSE TIE WAS MADE TO P.T.S. 52S (1926) (U.S.G.S.) AND DIRECTION
 HB1754'OBSERVED.  DISTANCE APPROXIMATELY 364 METERS.
 HB1754'
 HB1754'TO REACH FROM STATION LESSLEY, DRIVE NORTH TO MISSOURI HIGHWAY 34,
 HB1754'THENCE EAST ON MISSOURI HIGHWAY 34 FOR 0.2 MILE TO STATION ON
 HB1754'LEFT, NORTH SIDE OF ROAD IN CULVERT.
 HB1754'
 HB1754'77-FOOT TOWER AT HURRICANE
 HB1754'
 HB1754'64-FOOT TOWER AT COB
 HB1754'
 HB1754'77-FOOT TOWER AT HOUCK
 HB1754'
 HB1754'77-FOOT TOWER AT LEOPOLD
 HB1754'
 HB1754'ALL VISIBLE FROM THE GROUND.
 HB1754'
 HB1754'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HB1754
 HB1754                          STATION RECOVERY (2004)
 HB1754
 HB1754'RECOVERY NOTE BY GEOCACHING 2004 (NJB)
 HB1754'STILL IN GREAT SHAPE.  JUST A FEW KNICKS FROM A LAWNMOWER BLADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1214 ***********************************************************************
 KD1214  DESIGNATION -  LETA
 KD1214  PID         -  KD1214
 KD1214  STATE/COUNTY-  MO/CARROLL
 KD1214  USGS QUAD   -  BOSWORTH (1978)
 KD1214
 KD1214                         *CURRENT SURVEY CONTROL
 KD1214  ___________________________________________________________________
 KD1214* NAD 83(1997)-  39 23 19.68728(N)    093 20 08.07450(W)     ADJUSTED  
 KD1214* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 KD1214  ___________________________________________________________________
 KD1214  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 KD1214  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD1214
 KD1214  HORZ ORDER  -  THIRD
 KD1214
 KD1214.The horizontal coordinates were established by classical geodetic methods
 KD1214.and adjusted by the National Geodetic Survey in February 2000..
 KD1214
 KD1214.The orthometric height was scaled from a topographic map.
 KD1214
 KD1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1214
 KD1214.The geoid height was determined by GEOID03.
 KD1214
 KD1214;                    North         East     Units Scale Factor Converg.
 KD1214;SPC MO C     -   394,925.487   428,019.139   MT  0.99999710   -0 31 48.9
 KD1214;UTM  15      - 4,359,977.508   471,101.532   MT  0.99961028   -0 12 46.6
 KD1214
 KD1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1214!SPC MO C     -   0.99996777  x   0.99999710  =   0.99996487
 KD1214!UTM  15      -   0.99996777  x   0.99961028  =   0.99957806
 KD1214
 KD1214|---------------------------------------------------------------------|
 KD1214| PID    Reference Object                     Distance      Geod. Az  |
 KD1214|                                                           dddmmss.s |
 KD1214| CL9728 LETA RM 1                            15.528 METERS 15531     |
 KD1214| CL9727 LETA AZ MK                                         1935426.2 |
 KD1214| CL9729 LETA RM 2                            17.977 METERS 24342     |
 KD1214|---------------------------------------------------------------------|
 KD1214
 KD1214                          SUPERSEDED SURVEY CONTROL
 KD1214
 KD1214  NAD 83(1997)-  39 23 19.68975(N)    093 20 08.07814(W) AD(       ) 3
 KD1214  NAD 83(1986)-  39 23 19.69237(N)    093 20 08.07694(W) AD(       ) 3
 KD1214  NAD 27      -  39 23 19.61540(N)    093 20 07.32190(W) AD(       ) 3
 KD1214
 KD1214.Superseded values are not recommended for survey control.
 KD1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1214.See file dsdata.txt to determine how the superseded data were derived.
 KD1214
 KD1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD7110259978(NAD 83)
 KD1214_MARKER: DS = TRIANGULATION STATION DISK
 KD1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1214
 KD1214  HISTORY     - Date     Condition        Report By
 KD1214  HISTORY     - 1949     MONUMENTED       CGS
 KD1214  HISTORY     - 1964     GOOD             CGS
 KD1214
 KD1214                          STATION DESCRIPTION
 KD1214
 KD1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1214'THE STATION IS LOCATED ABOUT 6.5 MILES WEST OF DEWITT AND ABOUT
 KD1214'1.25 MILES NORTHWEST OF THE VILLAGE OF LETA, ON LAND OWNED AND
 KD1214'OCCUPIED BY MR. JEWELL HANEY.  IT IS 58.0 FEET SOUTH OF THE
 KD1214'SOUTHWEST CORNER OF A HOUSE, 25.0 FEET EAST OF THE CENTER OF A
 KD1214'FARM DRIVE AND 13.0 FEET SOUTH OF A SMALL BOXELDER TREE.  IT IS
 KD1214'SET FLUSH WITH THE TOP OF THE GROUND AND IS STAMPED LETA 1949.
 KD1214'
 KD1214'REFERENCE MARK NO. 1 IS 25.0 FEET NORTH-NORTHWEST OF THE CENTER
 KD1214'OF A FARM DRIVE.  IT IS SET FLUSH WITH THE TOP OF THE GROUND
 KD1214'AND IS STAMPED LETA NO 1 1949.
 KD1214'
 KD1214'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE ABOUT 1.5 FEET BELOW
 KD1214'THE ELEVATION OF THE STATION, 28.0 FEET SOUTH-SOUTHEAST OF THE
 KD1214'SOUTHEAST CORNER OF A GARAGE AND 26.0 FEET WEST OF THE CENTER
 KD1214'OF A FARM DRIVE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 KD1214'LETA NO 2 1949.
 KD1214'
 KD1214'THE AZIMUTH MARK IS 23.0 FEET NORTH OF THE CENTER OF A GRAVELED
 KD1214'ROAD, 13.0 FEET EAST OF THE CENTER OF A FARM DRIVE, 1.7 FEET
 KD1214'NORTH OF A WITNESS POST, AND 0.7 OF A FOOT NORTH OF AN EAST-WEST
 KD1214'FENCE.  IT PROJECTS ABOUT THREE INCHES AND IS STAMPED LETA 1949.
 KD1214'
 KD1214'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 KD1214'SQUARE IN CARROLLTON, GO SOUTH FOR 0.75 MILE TO WHERE THE STREET
 KD1214'INTERSECTS WITH U.S. HIGHWAY NO. 24.  TURN LEFT ON U.S. HIGHWAY
 KD1214'24 AND GO 10.35 MILES TO A CROSSROAD AT THE LETA STORE ON THE
 KD1214'RIGHT WHERE COUNTY ROUTE H GOES NORTH, HERE TURN LEFT AND FOLLOW
 KD1214'COUNTY ROUTE H FOR 1.0 MILE TO A CROSSROAD, HERE TURN LEFT FOR
 KD1214'0.5 OF A MILE TO TOP OF RISE AND FARM DRIVE ON THE RIGHT, TURN
 KD1214'RIGHT AND FOLLOW FARM DRIVE FOR 0.25 OF A MILE TO FARM HOME
 KD1214'AND THE STATION AS DESCRIBED.
 KD1214'
 KD1214'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON FARM DRIVE
 KD1214'FOR 0.25 OF A MILE TO A GATE AND MARK ON THE LEFT AS DESCRIBED.
 KD1214'
 KD1214'A 100 FOOT SIGNAL AT STATION UTZ 1928 IS VISIBLE AT 4 FEET.
 KD1214'
 KD1214'A 74 FOOT SIGNAL AT STATION COMBS IS VISIBLE AT 4 FEET.
 KD1214
 KD1214                          STATION RECOVERY (1964)
 KD1214
 KD1214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1214'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KD1214'THE MARK IS LOCATED IN THE FRONT YARD OF MR. JEWELL HANEY. IT IS
 KD1214'58 FEET SOUTH OF THE SOUTHWEST CORNER OF HIS HOUSE, 73 FEET
 KD1214'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE, AND 38
 KD1214'FEET NORTH OF THE CENTER OF CIRCLE DRIVE.  THE REFERENCE MARKS
 KD1214'WERE RECOVERED AS DESCRIBED.  THE AZIMUTH MARK IS 0.25 MILE
 KD1214'SOUTH OF THE STATION AND 1 FOOT WEST OF A NEW STEEL WITNESS POST
 KD1214'WITH SIGN.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 KD1214'STAMPED LETA 1949.  DESCRIBED IN NOTE 16A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0502 ***********************************************************************
 HC0502  DESIGNATION -  LEWIS
 HC0502  PID         -  HC0502
 HC0502  STATE/COUNTY-  MO/DENT
 HC0502  USGS QUAD   -  GLADDEN (1967)
 HC0502
 HC0502                         *CURRENT SURVEY CONTROL
 HC0502  ___________________________________________________________________
 HC0502* NAD 83(1997)-  37 27 07.26950(N)    091 27 40.74842(W)     ADJUSTED  
 HC0502* NAVD 88     -       399.438  (meters)    1310.49   (feet)  POSTED    
 HC0502  ___________________________________________________________________
 HC0502  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 HC0502  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HC0502  DYNAMIC HT  -         399.120 (meters)    1309.45  (feet)  COMP
 HC0502  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 HC0502
 HC0502  HORZ ORDER  -  FIRST
 HC0502  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0502
 HC0502.The horizontal coordinates were established by classical geodetic methods
 HC0502.and adjusted by the National Geodetic Survey in February 2000..
 HC0502
 HC0502.The orthometric height was determined by differential leveling
 HC0502.and adjusted by the National Geodetic Survey in 1992..
 HC0502.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0502.rate of 0.0 thru 1.0 mm/km.
 HC0502
 HC0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0502
 HC0502.The geoid height was determined by GEOID03.
 HC0502
 HC0502.The dynamic height is computed by dividing the NAVD 88
 HC0502.geopotential number by the normal gravity value computed on the
 HC0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0502.degrees latitude (g = 980.6199 gals.).
 HC0502
 HC0502.The modeled gravity was interpolated from observed gravity values.
 HC0502
 HC0502;                    North         East     Units Scale Factor Converg.
 HC0502;SPC MO E     -   180,049.113   164,945.199   MT  1.00002241   -0 35 04.6
 HC0502;UTM  15      - 4,146,129.662   636,095.406   MT  0.99982815   +0 56 08.9
 HC0502
 HC0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0502!SPC MO E     -   0.99994205  x   1.00002241  =   0.99996446
 HC0502!UTM  15      -   0.99994205  x   0.99982815  =   0.99977021
 HC0502
 HC0502:                Primary Azimuth Mark                     Grid Az
 HC0502:SPC MO E     -  LEWIS AZ MK                              036 46 19.4
 HC0502:UTM  15      -  LEWIS AZ MK                              035 15 05.9
 HC0502
 HC0502|---------------------------------------------------------------------|
 HC0502| PID    Reference Object                     Distance      Geod. Az  |
 HC0502|                                                           dddmmss.s |
 HC0502| HC0500 LEWIS AZ MK                                        0361114.8 |
 HC0502| HC0501 LEWIS RM 1                           52.270 METERS 03921     |
 HC0502| CN6590 LEWIS RM 2                           51.502 METERS 15057     |
 HC0502| HC0816 ASHLEY                              APPROX.23.2 KM 2462811.0 |
 HC0502|---------------------------------------------------------------------|
 HC0502
 HC0502                          SUPERSEDED SURVEY CONTROL
 HC0502
 HC0502  NAD 83(1986)-  37 27 07.28178(N)    091 27 40.74660(W) AD(       ) 1
 HC0502  NAD 27      -  37 27 07.11900(N)    091 27 40.23400(W) AD(       ) 1
 HC0502  NGVD 29 (??/??/92)  399.340  (m)         1310.17   (f) ADJ UNCH    2 0
 HC0502
 HC0502.Superseded values are not recommended for survey control.
 HC0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0502.See file dsdata.txt to determine how the superseded data were derived.
 HC0502
 HC0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB3609546130(NAD 83)
 HC0502_MARKER: DS = TRIANGULATION STATION DISK
 HC0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0502_STAMPING: LEWIS 1934
 HC0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0502+STABILITY: SURFACE MOTION
 HC0502
 HC0502  HISTORY     - Date     Condition        Report By
 HC0502  HISTORY     - 1934     MONUMENTED       CGS
 HC0502  HISTORY     - 1934     GOOD             CGS
 HC0502  HISTORY     - 1937     GOOD             CGS
 HC0502  HISTORY     - 1939     GOOD             CGS
 HC0502  HISTORY     - 1960     GOOD             CGS
 HC0502  HISTORY     - 1977     GOOD             NGS
 HC0502  HISTORY     - 1977     GOOD             NGS
 HC0502  HISTORY     - 1978     GOOD             NGS
 HC0502
 HC0502                          STATION DESCRIPTION
 HC0502
 HC0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HC0502'ABOUT 15.0 MILES BY ROAD SOUTHWEST FROM SALEM, 3.7 MILES
 HC0502'SOUTHWEST OF GLADDEN POST OFFICE, ON LAND OWNED BY THE POTOSIE
 HC0502'TIE CO. OF SALEM, 64 FEET WEST OF CENTER LINE OF ROUTE 19,
 HC0502'AND 0.85 MILE SOUTH OF FARM OF MR. LEWIS WHICH IS IN SW 1/4
 HC0502'SE 1/4 SEC. 14, T. 32 N., R. 5 W.  SURFACE AND UNDERGROUND
 HC0502'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 HC0502'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HC0502'REFERENCE DISKS IN CONCRETE.  ALL MARKS PROJECT
 HC0502'FROM 8 TO 10 INCHES ABOVE GROUND AND CAN BE EASILY SEEN FROM
 HC0502'HIGHWAY.  REFERENCE MARK NO. 1 IS 20 FEET EAST OF ROAD AND
 HC0502'171.54 FEET FROM STATION.  NO. 2
 HC0502'IS 20 FEET EAST OF ROAD, 281.55 FEET FROM NO. 1, AND
 HC0502'168.95 FEET FROM STATION.
 HC0502'AZIMUTH MARK IS 25 FEET WEST OF ROUTE 19 AND
 HC0502'APPROXIMATELY 0.15 MILE FROM STATION.
 HC0502
 HC0502                          STATION RECOVERY (1934)
 HC0502
 HC0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 HC0502'15.9 MI S FROM SALEM.
 HC0502'15.9 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0502'AT SALEM, DENT COUNTY, 3.3 MILES SOUTH OF THE POST OFFICE AT
 HC0502'GLADDEN, 0.6 MILE NORTH OF A SMALL SAWMILL EAST OF THE HIGHWAY,
 HC0502'AT THE SUMMIT OF A RIDGE, OUTSIDE A CURVE, AND 60 FEET WEST OF
 HC0502'THE CENTERLINE OF THE HIGHWAY.  A STANDARD TRIANGULATION-STATION
 HC0502'DISK, STAMPED LEWIS 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0502
 HC0502                          STATION RECOVERY (1937)
 HC0502
 HC0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 HC0502'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS ARE IN GOOD
 HC0502'CONDITION.
 HC0502'
 HC0502'STATION IS ABOUT 15 MILES BY ROAD S OF SALEM, 3.7 MILES S OF
 HC0502'GLADDEN STORE ON LAND OWNED BY THE POTOSIE TIE COMPANY, OF
 HC0502'SALEM, 64 FEET W OF THE CENTER LINE OF HIGHWAY 19, AND 0.85
 HC0502'MILE SW OF THE FARM OF MR. LEWIS.
 HC0502'
 HC0502'ALL MARKS PROJECT FROM 8 TO 12 INCHES AND CAN BE SEEN FROM
 HC0502'THE HIGHWAY.
 HC0502
 HC0502                          STATION RECOVERY (1939)
 HC0502
 HC0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0502'STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED AND FOUND
 HC0502'IN GOOD CONDITION.  HIGHWAY 19 HAS BEEN CHANGED SINCE THE
 HC0502'ORIGINAL STATION WAS ESTABLISHED AND THE DISTANCES FROM THE
 HC0502'CENTER LINE ARE CHANGED.
 HC0502'
 HC0502'THE STATION IS 15 MILES S OF SALEM, 4.0 MILES S OF MADDEN,
 HC0502'IN SEC. 23, R. 5 W., T. 32 N, ON LAND OWNED BY THE POTOSIE
 HC0502'TIE AND TIMBER COMPANY, AND 60 FEET W OF THE CENTER LINE OF
 HC0502'HIGHWAY 19 (1934 MEASUREMENT IS 64 FEET).  THE MARK PROJECTS
 HC0502'8 INCHES ABOVE THE GROUND AND IS STAMPED LEWIS 1934.
 HC0502'
 HC0502'REFERENCE MARK NO. 1 IS NNE OF THE STATION AND 29.5 FEET E
 HC0502'OF THE CENTER LINE OF STATE HIGHWAY 19.  THE MARK PROJECTS
 HC0502'8 INCHES ABOVE THE GROUND AND IS STAMPED LEWIS NO. 1 1934.
 HC0502'
 HC0502'REFERENCE MARK NO. 2 IS SE OF THE STATION AND 33.5 FEET E OF
 HC0502'THE CENTER LINE OF STATE HIGHWAY 19.  THE MARK PROJECTS 8
 HC0502'INCHES AND IS STAMPED LEWIS NO. 2 1934.
 HC0502'
 HC0502'THE AZIMUTH MARK IS NNE OF THE STATION AND 25 FEET W OF THE
 HC0502'CENTER LINE OF STATE HIGHWAY 19.  THE MARK PROJECTS 10 INCHES
 HC0502'ABOVE THE GROUND AND IS STAMPED LEWIS AZI. 1934.
 HC0502'
 HC0502'TO REACH THE STATION FROM SALEM, GO S ON STATE HIGHWAY 19
 HC0502'FROM ITS INTERSECTION WITH STATE HIGHWAY 32 FOR 15 MILES TO
 HC0502'THE STATION ON THE RIGHT.
 HC0502'
 HC0502'A 77-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT ASHLEY.
 HC0502'
 HC0502'A 77-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT ZION.
 HC0502'
 HC0502'A 77-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT DARIEN.
 HC0502'
 HC0502'A 77-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT GROGAN.
 HC0502'
 HC0502'A 77-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT PENROD.
 HC0502'
 HC0502'A 77-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT MARCOOT.
 HC0502'
 HC0502'A 77-FOOT TOWER IS NEEDED TO SEE A 64-FOOT TOWER AT BUNKER.
 HC0502
 HC0502                          STATION RECOVERY (1960)
 HC0502
 HC0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JAW)
 HC0502'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 HC0502'
 HC0502'STATION IS 61 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 HC0502'19 AND PROJECTS 6 INCHES.
 HC0502'
 HC0502'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE CENTERLINE OF
 HC0502'STATE HIGHWAY 19 AND PROJECTS 10 INCHES.
 HC0502'
 HC0502'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE CENTERLINE OF
 HC0502'STATE HIGHWAY 19 AND PROJECTS 8 INCHES.
 HC0502'
 HC0502'AZIMUTH MARK IS 0.1 MILE NORTH-NORTHEAST OF THE STATION, 39
 HC0502'FEET NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 19
 HC0502'AND PROJECTS 18 INCHES.
 HC0502'
 HC0502'TO REACH FROM THE GLADDEN POST OFFICE, GO SOUTH ON STATE
 HC0502'HIGHWAY 19 FOR 3.6 MILES TO THE STATION ON RIGHT.  THIS IS
 HC0502'2.5 MILES BY ROAD NORTH OF THE DENT-SHANNON COUNTY LINE.
 HC0502
 HC0502                          STATION RECOVERY (1977)
 HC0502
 HC0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0502'RECOVERED IN GOOD CONDITION.
 HC0502
 HC0502                          STATION RECOVERY (1977)
 HC0502
 HC0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0502'RECOVERED IN GOOD CONDITION.
 HC0502
 HC0502                          STATION RECOVERY (1978)
 HC0502
 HC0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HC0502'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2
 HC0502'WERE RECOVERED AND IN GOOD CONDITION AS DESCRIBED IN 1939.
 HC0502'THE DIRECTION TO THE MARKS COMPARED FAVORABLY WITH THE 1939
 HC0502'DATA.  THE DISTANCE TO REFERENCE MARKS 1 AND 2 WERE
 HC0502'LONGER BY 0.005 METER AND 0.009 METER, RESPECTIVLEY.  THE
 HC0502'STATION WAS USED AS A CHECK ANGLE STATION AND OBSERVATIONS
 HC0502'WERE MADE TO THE AZIMUTH AND REFERENCE MARKS ONLY.  THE
 HC0502'AZIMUTH MARK WAS POSITIONED BY COMBINING THE 1939 AND 1978
 HC0502'DATA.
 HC0502'
 HC0502'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF SALEM,
 HC0502'3-1/2 MILES SOUTH OF GLADDEN, 2-1/2 MILES NORTH OF
 HC0502'THE DENT-SHANNON COUNTY LINE, IN THE SOUTHWEST 1/4 OF SECTION
 HC0502'23, T 32 N, R 5 W, AND ON PROPERTY OWNED BY MOSS AMERICAN,
 HC0502'KERR-MC-GEE, (FORESTRY DIVISION), WHOSE ADDRESS IS
 HC0502'KERR-MC-GEE BUILDING, OKLAHOMA CITY, OKLAHOMA.
 HC0502'
 HC0502'TO REACH THE STATION FROM THE CROSSROAD IN GLADDEN,
 HC0502'GO SOUTH ON STATE HIGHWAY 19 FOR 3.3 MILES TO THE AZIMUTH
 HC0502'MARK ON THE RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 19 FOR
 HC0502'0.1 MILE TO THE STATION ON THE RIGHT.
 HC0502'
 HC0502'THE STATION MARK, STAMPED---LEWIS 1934---, IS A STANDARD DISK
 HC0502'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0502'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE AND HAS A
 HC0502'METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT IS 61 FEET WEST OF
 HC0502'THE CENTER LINE OF STATE HIGHWAY 19, 44 FEET SOUTHWEST OF A
 HC0502'26-INCH OAK TREE, 18.5 FEET WEST-NORTHWEST OF A
 HC0502'28-INCH OAK TREE, 18 FEET NORTHEAST OF AN 18-INCH
 HC0502'OAK TREE AND 4.0 FEET EAST OF A METAL WITNESS POST.  THE 1934
 HC0502'DATA STATES THAT THERE IS AN UNDERGROUND DISK.
 HC0502'
 HC0502'REFERENCE MARK 1, STAMPED---LEWIS NO 1 1934---, IS A STANDARD
 HC0502'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0502'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 54
 HC0502'FEET SOUTH OF A TELEPHONE POLE, 28 FEET EAST OF THE CENTER OF
 HC0502'THE HIGHWAY AND 2.0 FEET SOUTH OF A METAL WITNESS POST.
 HC0502'
 HC0502'REFERENCE MARK 2, STAMPED---LEWIS NO 2 1934---, IS A STANDARD
 HC0502'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0502'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 71
 HC0502'FEET EAST OF THE CENTER OF THE HIGHWAY, 32 FEET SOUTH OF A
 HC0502'TELEPHONE POLE AND 2.0 FEET SOUTH OF A METAL WITNESS POST.
 HC0502'
 HC0502'THE AZIMUTH MARK, STAMPED---LEWIS AZI 1934---, IS A STANDARD
 HC0502'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0502'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES ABOVE THE GROUND
 HC0502'SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT
 HC0502'IS 40 FEET WEST OF THE CENTER OF A TRACK ROAD, 39.5
 HC0502'FEET WEST OF THE CENTER OF STATE HIGHWAY 19, 13.5 FEET
 HC0502'WEST-NORTHWEST OF A 24-INCH OAK TREE AND 2.0 FEET SOUTH OF A
 HC0502'METAL WITNESS POST.
 HC0502'
 HC0502'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0500 ***********************************************************************
 HC0500  DESIGNATION -  LEWIS AZ MK
 HC0500  PID         -  HC0500
 HC0500  STATE/COUNTY-  MO/DENT
 HC0500  USGS QUAD   -  GLADDEN (1967)
 HC0500
 HC0500                         *CURRENT SURVEY CONTROL
 HC0500  ___________________________________________________________________
 HC0500* NAD 83(1986)-  37 27 13.     (N)    091 27 34.     (W)     SCALED    
 HC0500* NAVD 88     -       398.919  (meters)    1308.79   (feet)  POSTED    
 HC0500  ___________________________________________________________________
 HC0500  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HC0500  DYNAMIC HT  -         398.600 (meters)    1307.74  (feet)  COMP
 HC0500  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 HC0500
 HC0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0500
 HC0500.The horizontal coordinates were scaled from a topographic map and have
 HC0500.an estimated accuracy of +/- 6 seconds.
 HC0500
 HC0500.The orthometric height was determined by differential leveling
 HC0500.and adjusted by the National Geodetic Survey in 1992..
 HC0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0500.rate of 0.0 thru 1.0 mm/km.
 HC0500
 HC0500.The geoid height was determined by GEOID03.
 HC0500
 HC0500.The dynamic height is computed by dividing the NAVD 88
 HC0500.geopotential number by the normal gravity value computed on the
 HC0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0500.degrees latitude (g = 980.6199 gals.).
 HC0500
 HC0500.The modeled gravity was interpolated from observed gravity values.
 HC0500
 HC0500;                    North         East    Units  Estimated Accuracy
 HC0500;SPC MO E     -   180,220.      165,110.      MT  (+/- 180 meters Scaled)
 HC0500
 HC0500                          SUPERSEDED SURVEY CONTROL
 HC0500
 HC0500  NGVD 29 (??/??/92)  398.822  (m)         1308.47   (f) ADJ UNCH    2 0
 HC0500
 HC0500.Superseded values are not recommended for survey control.
 HC0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0500.See file dsdata.txt to determine how the superseded data were derived.
 HC0500
 HC0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB362463(NAD 83)
 HC0500_MARKER: DR = REFERENCE MARK DISK
 HC0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0500_STAMPING: LEWIS AZIMUTH 1 1934
 HC0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0500+STABILITY: SURFACE MOTION
 HC0500
 HC0500  HISTORY     - Date     Condition        Report By
 HC0500  HISTORY     - 1934     MONUMENTED       CGS
 HC0500
 HC0500                          STATION DESCRIPTION
 HC0500
 HC0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0500'15.8 MI S FROM SALEM.
 HC0500'15.8 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0500'AT SALEM, DENT COUNTY, 3.2 MILES SOUTH OF THE POST OFFICE AT
 HC0500'GLADDEN, 45 FEET SOUTH OF A WOODS ROAD, AND 36 FEET WEST OF THE
 HC0500'CENTERLINE OF THE HIGHWAY.  A STANDARD REFERENCE MARK DISK, STAMPED
 HC0500'LEWIS AZIMUTH 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0501 ***********************************************************************
 HC0501  DESIGNATION -  LEWIS RM 1
 HC0501  PID         -  HC0501
 HC0501  STATE/COUNTY-  MO/DENT
 HC0501  USGS QUAD   -  GLADDEN (1967)
 HC0501
 HC0501                         *CURRENT SURVEY CONTROL
 HC0501  ___________________________________________________________________
 HC0501* NAD 83(1986)-  37 27 07.     (N)    091 27 41.     (W)     SCALED    
 HC0501* NAVD 88     -       399.139  (meters)    1309.51   (feet)  POSTED    
 HC0501  ___________________________________________________________________
 HC0501  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HC0501  DYNAMIC HT  -         398.820 (meters)    1308.46  (feet)  COMP
 HC0501  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 HC0501
 HC0501  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0501
 HC0501.The horizontal coordinates were scaled from a topographic map and have
 HC0501.an estimated accuracy of +/- 6 seconds.
 HC0501
 HC0501.The orthometric height was determined by differential leveling
 HC0501.and adjusted by the National Geodetic Survey in 1992..
 HC0501.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0501.rate of 0.0 thru 1.0 mm/km.
 HC0501
 HC0501.The geoid height was determined by GEOID03.
 HC0501
 HC0501.The dynamic height is computed by dividing the NAVD 88
 HC0501.geopotential number by the normal gravity value computed on the
 HC0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0501.degrees latitude (g = 980.6199 gals.).
 HC0501
 HC0501.The modeled gravity was interpolated from observed gravity values.
 HC0501
 HC0501;                    North         East    Units  Estimated Accuracy
 HC0501;SPC MO E     -   180,040.      164,940.      MT  (+/- 180 meters Scaled)
 HC0501
 HC0501                          SUPERSEDED SURVEY CONTROL
 HC0501
 HC0501  NGVD 29 (??/??/92)  399.041  (m)         1309.19   (f) ADJ UNCH    2 0
 HC0501
 HC0501.Superseded values are not recommended for survey control.
 HC0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0501.See file dsdata.txt to determine how the superseded data were derived.
 HC0501
 HC0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB360461(NAD 83)
 HC0501_MARKER: DR = REFERENCE MARK DISK
 HC0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0501_STAMPING: LEWIS 1 1934
 HC0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0501+STABILITY: SURFACE MOTION
 HC0501
 HC0501  HISTORY     - Date     Condition        Report By
 HC0501  HISTORY     - 1934     MONUMENTED       CGS
 HC0501  HISTORY     - 1977     GOOD             NGS
 HC0501  HISTORY     - 1977     GOOD             NGS
 HC0501
 HC0501                          STATION DESCRIPTION
 HC0501
 HC0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0501'15.9 MI S FROM SALEM.
 HC0501'15.9 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0501'AT SALEM, DENT COUNTY, 3.3 MILES SOUTH OF THE POST OFFICE AT
 HC0501'GLADDEN, INSIDE A CURVE, AT THE SUMMIT OF A RIDGE, 25 FEET EAST
 HC0501'OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET EAST OF THE TOP
 HC0501'OF A BANK.  A STANDARD REFERENCE MARK DISK, STAMPED LEWIS 1 1934
 HC0501'AND SET IN THE TOP OF A CONCRETE POST.
 HC0501
 HC0501                          STATION RECOVERY (1977)
 HC0501
 HC0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0501'RECOVERED IN GOOD CONDITION.
 HC0501
 HC0501                          STATION RECOVERY (1977)
 HC0501
 HC0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1253 ***********************************************************************
 KD1253  DESIGNATION -  LEX
 KD1253  PID         -  KD1253
 KD1253  STATE/COUNTY-  MO/LAFAYETTE
 KD1253  USGS QUAD   -  LEXINGTON EAST (1978)
 KD1253
 KD1253                         *CURRENT SURVEY CONTROL
 KD1253  ___________________________________________________________________
 KD1253* NAD 83(1997)-  39 12 21.25960(N)    093 49 34.74364(W)     ADJUSTED  
 KD1253* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 KD1253  ___________________________________________________________________
 KD1253  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 KD1253  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1253
 KD1253  HORZ ORDER  -  SECOND
 KD1253
 KD1253.The horizontal coordinates were established by classical geodetic methods
 KD1253.and adjusted by the National Geodetic Survey in February 2000..
 KD1253
 KD1253.The orthometric height was scaled from a topographic map.
 KD1253
 KD1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1253
 KD1253.The geoid height was determined by GEOID03.
 KD1253
 KD1253;                    North         East     Units Scale Factor Converg.
 KD1253;SPC MO W     -   337,523.378   908,186.005   MT  0.99998285   +0 25 33.1
 KD1253;SPC MO C     -   375,126.558   385,445.174   MT  1.00009486   -0 50 18.5
 KD1253;UTM  15      - 4,339,951.748   428,655.047   MT  0.99966267   -0 31 20.4
 KD1253
 KD1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1253!SPC MO W     -   0.99996463  x   0.99998285  =   0.99994748
 KD1253!SPC MO C     -   0.99996463  x   1.00009486  =   1.00005949
 KD1253!UTM  15      -   0.99996463  x   0.99966267  =   0.99962731
 KD1253
 KD1253|---------------------------------------------------------------------|
 KD1253| PID    Reference Object                     Distance      Geod. Az  |
 KD1253|                                                           dddmmss.s |
 KD1253| CL9738 LEX RM 1                             21.752 METERS 01639     |
 KD1253| KD1245 HIGGINSVILLE E MUNICIPAL TANK       APPROX.17.6 KM 1464545.9 |
 KD1253| CL9739 LEX RM 2                             23.135 METERS 18540     |
 KD1253| KD1255 LEXINGTON IMM CON CATH CHURCH       APPROX. 4.7 KM 2411042.8 |
 KD1253| CL9737 LEX AZ MK                                          2421334.5 |
 KD1253| KD1270 LEXINGTON LAFAYETTE CO CTHSE        APPROX. 5.4 KM 2445407.4 |
 KD1253| KD1269 LEXINGTON MUNICIPAL STANDPIPE       APPROX. 4.9 KM 2491626.8 |
 KD1253|---------------------------------------------------------------------|
 KD1253
 KD1253                          SUPERSEDED SURVEY CONTROL
 KD1253
 KD1253  NAD 83(1997)-  39 12 21.26079(N)    093 49 34.74564(W) AD(       ) 2
 KD1253  NAD 83(1986)-  39 12 21.26575(N)    093 49 34.74323(W) AD(       ) 2
 KD1253  NAD 27      -  39 12 21.21098(N)    093 49 33.94975(W) AD(       ) 2
 KD1253
 KD1253.Superseded values are not recommended for survey control.
 KD1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1253.See file dsdata.txt to determine how the superseded data were derived.
 KD1253
 KD1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2865539952(NAD 83)
 KD1253_MARKER: DS = TRIANGULATION STATION DISK
 KD1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1253_STAMPING: LEX 1949
 KD1253_PROJECTION: FLUSH
 KD1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1253
 KD1253  HISTORY     - Date     Condition        Report By
 KD1253  HISTORY     - 1949     MONUMENTED       CGS
 KD1253  HISTORY     - 1963     GOOD             CGS
 KD1253  HISTORY     - 19970205 GOOD             USE
 KD1253
 KD1253                          STATION DESCRIPTION
 KD1253
 KD1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1253'THE STATION IS LOCATED ABOUT 3.0 MILES EAST-NORTHEAST OF
 KD1253'LEXINGTON, ON A BLUFF OVERLOOKING THE MISSOURI RIVER TO THE NORTH.
 KD1253'IT IS 125 FEET SOUTH OF THE CENTER OF A GATE, 75 FEET SOUTHWEST
 KD1253'OF THE SOUTHWEST CORNER OF A BARN, 45 FEET WEST OF A WELL
 KD1253'PUMP, 33 FEET NORTH-NORTHWEST OF A FENCE CORNER, 18 FEET EAST
 KD1253'OF THE CENTER OF A ROAD, AND 8.0 FEET WEST OF A WOVEN WIRE
 KD1253'FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 KD1253'STAMPED, LEX 1949.
 KD1253'
 KD1253'REFERENCE MARK NO. 1 IS 54 FEET SOUTH OF THE CENTER OF A BOARD
 KD1253'GATE, 39 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A BARN,
 KD1253'AND 0.7 FOOT WEST OF A WIRE FENCE.  IT PROJECTS 1 INCH AND
 KD1253'IS STAMPED, LEX NO 1 1949.
 KD1253'
 KD1253'REFERENCE MARK NO. 2 IS 44 FEET SOUTH OF A FENCE CORNER AND 1.0
 KD1253'FOOT WEST OF A WIRE FENCE.  IT PROJECTS 5 INCHES AND IS
 KD1253'STAMPED, LEX NO 2 1949.
 KD1253'
 KD1253'AZIMUTH MARK IS 9.0 FEET NORTH OF THE CENTER OF A GATE, 2.0
 KD1253'FEET NORTH OF A GATE POST, 2.0 FEET SOUTH OF A WITNESS POST,
 KD1253'AND 0.7 FOOT EAST OF A WIRE FENCE.  IT PROJECTS 6 INCHES AND IS
 KD1253'STAMPED LEX 1949.
 KD1253'
 KD1253'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURT
 KD1253'HOUSE SQUARE IN LEXINGTON, GO EAST ON U.S. HIGHWAY NO. 24
 KD1253'FOR 2.25 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH
 KD1253'AND EAST ON GRADED ROAD FOR 1.8 MILES TO A GATE, AZIMUTH MARK
 KD1253'ON THE LEFT, PASS THROUGH GATE AND CONTINUE EAST-NORTHEAST
 KD1253'ON FARM ROAD FOR 0.4 MILE TO THE STATION.
 KD1253'
 KD1253'AN 87 FOOT SIGNAL AT BOWMAN IS VISIBLE AT 10 FEET.
 KD1253'
 KD1253'AN 87 FOOT SIGNAL AT HARDIN WEST BASE IS VISIBLE AT 20 FEET.
 KD1253'
 KD1253'AN 87 FOOT SIGNAL AT HARDIN EAST BASE IS VISIBLE AT 64 FEET.
 KD1253'
 KD1253'AN 87 FOOT SIGNAL AT NORBORNE 1948 IS VISIBLE AT 64 FEET.
 KD1253'
 KD1253'A 100 FOOT SIGNAL AT HODGE IS VISIBLE AT 10 FEET.
 KD1253'
 KD1253'AN 87 FOOT SIGNAL AT LUEHRS IS VISIBLE AT 10 FEET.
 KD1253'
 KD1253'A 4 FOOT SIGNAL AT CORDER IS VISIBLE AT 10 FEET.
 KD1253'
 KD1253'AN 87 FOOT SIGNAL AT HIGGINS IS VISIBLE AT 10 FEET.
 KD1253'
 KD1253'AN 87 FOOT SIGNAL AT GREENTON IS VISIBLE AT 64 FEET.
 KD1253'
 KD1253'A 4 FOOT SIGNAL AT ODELL (MO. RC) IS VISIBLE AT 50 FEET.
 KD1253'
 KD1253'AN 87 FOOT SIGNAL AT RICHMOND IS VISIBLE AT 4 FEET.
 KD1253'
 KD1253'A 100 FOOT SIGNAL AT MILLVILLE IS VISIBLE AT 10 FEET.
 KD1253'
 KD1253'A 4 FOOT SIGNAL AT CAMDEN IS VISIBLE AT 37 FEET.
 KD1253'
 KD1253'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1253
 KD1253                          STATION RECOVERY (1963)
 KD1253
 KD1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KD1253'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1253'FOUND IN GOOD CONDITION.  A NEW STEEL WITNESS POST WITH SIGN
 KD1253'WAS SET IN THE NORTH-SOUTH FENCE WHICH IS 8 FEET EAST OF THE
 KD1253'STATION.  A NEW TO REACH FOLLOWS.
 KD1253'
 KD1253'TO REACH THE STATION FROM THE COURTHOUSE IN LEXINGTON, GO EAST
 KD1253'ON OLD U.S. HIGHWAY 24 FOR 2.0 MILES TO A GRAVEL T-ROAD LEFT
 KD1253'WHICH IS JUST WEST OF THE JUNCTION OF NEW U.S. HIGHWAY 24.
 KD1253'TURN LEFT OFF THE HIGHWAY AND GO NORTH AND EAST ON GRAVEL ROAD
 KD1253'FOR 1.8 MILES TO A LOCKED GATE AND THE AZIMUTH MARK ON THE LEFT
 KD1253'AS DESCRIBED.  PASS THROUGH GATE AND FOLLOW FIELD ROAD EAST TO
 KD1253'THE FARM BUILDINGS OF L.E. OTTMAN AND THE STATION AS DESCRIBED.
 KD1253'
 KD1253'NOTE- TO SECURE A KEY FOR THE LOCKED GATE AT THE AZIMUTH MARK, GO
 KD1253'BACK TOWARD U.S. HIGHWAY 24 FOR 1.2 MILES TO A SIDE ROAD LEFT
 KD1253'TO HOUSE.  TURN LEFT AND GO EAST FOR 1/4 MILE TO MR. ALBERT
 KD1253'GRAUPNERS HOUSE WHO WORKS ON MR. OTTMANS FARM.  HE HAS A KEY
 KD1253'TO THE GATE.  MR OTTMAN LIVES IN RICHMOND, MISSOURI.
 KD1253
 KD1253                          STATION RECOVERY (1997)
 KD1253
 KD1253'RECOVERY NOTE BY US ENGINEERS 1997 (RPP)
 KD1253'GATE, WELL PUMP, FENCE, CORNER, ACCESS ROAD, AND WOVEN WIRE FENCE IN
 KD1253'ORIGINAL STATION DESCRIPTION NO LONGER EXIST.  THE BARN REMAINS AND
 KD1253'STATION IS LOCATED 75 FT (22.9 M) SW OF SW CORNER OF BARN, AND MARKED
 KD1253'BY WITNESS POST.  STATION IS FLUSH.  AZIMUTH MARK AT LOCKED GATE IS
 KD1253'FOUND, DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1268 ***********************************************************************
 KD1268  DESIGNATION -  LEXINGTON CITY HALL DOME
 KD1268  PID         -  KD1268
 KD1268  STATE/COUNTY-  MO/LAFAYETTE
 KD1268  USGS QUAD   -  LEXINGTON WEST (1979)
 KD1268
 KD1268                         *CURRENT SURVEY CONTROL
 KD1268  ___________________________________________________________________
 KD1268* NAD 83(1997)-  39 11 04.83804(N)    093 52 58.83600(W)     ADJUSTED  
 KD1268* NAVD 88     -                                                        
 KD1268  ___________________________________________________________________
 KD1268  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 KD1268  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD1268
 KD1268  HORZ ORDER  -  THIRD
 KD1268
 KD1268.The horizontal coordinates were established by classical geodetic methods
 KD1268.and adjusted by the National Geodetic Survey in February 2000..
 KD1268
 KD1268
 KD1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1268
 KD1268.The geoid height was determined by GEOID03.
 KD1268
 KD1268;                    North         East     Units Scale Factor Converg.
 KD1268;SPC MO W     -   335,131.887   903,305.482   MT  0.99997615   +0 23 23.4
 KD1268;UTM  15      - 4,337,642.052   423,737.163   MT  0.99967161   -0 33 28.6
 KD1268
 KD1268                          SUPERSEDED SURVEY CONTROL
 KD1268
 KD1268  NAD 83(1997)-  39 11 04.83921(N)    093 52 58.83774(W) AD(       ) 4
 KD1268  NAD 83(1986)-  39 11 04.84426(N)    093 52 58.83524(W) AD(       ) 4
 KD1268  NAD 27      -  39 11 04.78805(N)    093 52 58.04164(W) AD(       ) 3
 KD1268
 KD1268.Superseded values are not recommended for survey control.
 KD1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1268.See file dsdata.txt to determine how the superseded data were derived.
 KD1268
 KD1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2373737642(NAD 83)
 KD1268_MARKER: 87 = DOME
 KD1268
 KD1268  HISTORY     - Date     Condition        Report By
 KD1268  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1268  HISTORY     - 20050429 MARK NOT FOUND   GEOCAC
 KD1268
 KD1268                          STATION DESCRIPTION
 KD1268
 KD1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1268'LOCATED AT THE CORNER OF FRANKLIN AVENUE AND 10TH STREET IN THE
 KD1268'BUSINESS DISTRICT OF LEXINGTON.
 KD1268'
 KD1268'IT IS A DOME SHAPED ROOF SUPPORTED BY EIGHT COLUMNS AND HAS A
 KD1268'FLAGSTAFF IN THE CENTER OF THE TOP OF THE DOME.  IT HAS AN
 KD1268'OVER-ALL HEIGHT OF ABOUT 80 FEET AND THE POINT OBSERVED UPON
 KD1268'WAS THE FLAGSTAFF IN THE CENTER OF THE DOME.
 KD1268
 KD1268                          STATION RECOVERY (2005)
 KD1268
 KD1268'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1268'A FLAGSTAFF WAS NOT OBSERVED IN THE CENTER OF THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1255 ***********************************************************************
 KD1255  DESIGNATION -  LEXINGTON IMM CON CATH CHURCH
 KD1255  PID         -  KD1255
 KD1255  STATE/COUNTY-  MO/LAFAYETTE
 KD1255  USGS QUAD   -  LEXINGTON EAST (1978)
 KD1255
 KD1255                         *CURRENT SURVEY CONTROL
 KD1255  ___________________________________________________________________
 KD1255* NAD 83(1997)-  39 11 07.89600(N)    093 52 25.98374(W)     ADJUSTED  
 KD1255* NAVD 88     -                                                        
 KD1255  ___________________________________________________________________
 KD1255  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 KD1255  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD1255
 KD1255  HORZ ORDER  -  THIRD
 KD1255
 KD1255.The horizontal coordinates were established by classical geodetic methods
 KD1255.and adjusted by the National Geodetic Survey in February 2000..
 KD1255
 KD1255
 KD1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1255
 KD1255.The geoid height was determined by GEOID03.
 KD1255
 KD1255;                    North         East     Units Scale Factor Converg.
 KD1255;SPC MO W     -   335,231.590   904,093.255   MT  0.99997719   +0 23 44.2
 KD1255;UTM  15      - 4,337,728.685   424,526.236   MT  0.99967014   -0 33 07.8
 KD1255
 KD1255                          SUPERSEDED SURVEY CONTROL
 KD1255
 KD1255  NAD 83(1997)-  39 11 07.89720(N)    093 52 25.98553(W) AD(       ) 4
 KD1255  NAD 83(1986)-  39 11 07.90215(N)    093 52 25.98328(W) AD(       ) 4
 KD1255  NAD 27      -  39 11 07.84649(N)    093 52 25.18984(W) AD(       ) 3
 KD1255
 KD1255.Superseded values are not recommended for survey control.
 KD1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1255.See file dsdata.txt to determine how the superseded data were derived.
 KD1255
 KD1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2452637729(NAD 83)
 KD1255_MARKER: 91 = CHURCH CROSS
 KD1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD1255+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 KD1255
 KD1255  HISTORY     - Date     Condition        Report By
 KD1255  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1255  HISTORY     - 20050429 GOOD             GEOCAC
 KD1255
 KD1255                          STATION DESCRIPTION
 KD1255
 KD1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1255'THE STATION IS LOCATED ON THE EAST EDGE OF LEXINGTON, 80 FEET
 KD1255'NORTH OF MAIN STREET AND 35 FEET EAST OF 18TH STREET.  IT IS
 KD1255'A RED BRICK BUILDING WITH A SPIRE ON THE WEST END.  THE POINT
 KD1255'OBSERVED UPON WAS THE CROSS ON THE TOP OF THE SPIRE.
 KD1255
 KD1255                          STATION RECOVERY (2005)
 KD1255
 KD1255'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1270 ***********************************************************************
 KD1270  DESIGNATION -  LEXINGTON LAFAYETTE CO CTHSE
 KD1270  PID         -  KD1270
 KD1270  STATE/COUNTY-  MO/LAFAYETTE
 KD1270  USGS QUAD   -  LEXINGTON WEST (1979)
 KD1270
 KD1270                         *CURRENT SURVEY CONTROL
 KD1270  ___________________________________________________________________
 KD1270* NAD 83(1997)-  39 11 07.04341(N)    093 52 58.20704(W)     ADJUSTED  
 KD1270* NAVD 88     -                                                        
 KD1270  ___________________________________________________________________
 KD1270  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 KD1270  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD1270
 KD1270  HORZ ORDER  -  THIRD
 KD1270
 KD1270.The horizontal coordinates were established by classical geodetic methods
 KD1270.and adjusted by the National Geodetic Survey in February 2000..
 KD1270
 KD1270
 KD1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1270
 KD1270.The geoid height was determined by GEOID03.
 KD1270
 KD1270;                    North         East     Units Scale Factor Converg.
 KD1270;SPC MO W     -   335,199.997   903,320.113   MT  0.99997617   +0 23 23.8
 KD1270;UTM  15      - 4,337,709.890   423,752.914   MT  0.99967158   -0 33 28.2
 KD1270
 KD1270                          SUPERSEDED SURVEY CONTROL
 KD1270
 KD1270  NAD 83(1997)-  39 11 07.04455(N)    093 52 58.20903(W) AD(       ) 4
 KD1270  NAD 83(1986)-  39 11 07.04961(N)    093 52 58.20640(W) AD(       ) 4
 KD1270  NAD 27      -  39 11 06.99741(N)    093 52 57.39910(W) AD(       ) 3
 KD1270
 KD1270.Superseded values are not recommended for survey control.
 KD1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1270.See file dsdata.txt to determine how the superseded data were derived.
 KD1270
 KD1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2375337710(NAD 83)
 KD1270_MARKER: 87 = DOME
 KD1270
 KD1270  HISTORY     - Date     Condition        Report By
 KD1270  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1270  HISTORY     - 20050429 GOOD             GEOCAC
 KD1270
 KD1270                          STATION DESCRIPTION
 KD1270
 KD1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1270'THE STATION IS LOCATED IN THE CENTER OF LEXINGTON, ON THE NORTH
 KD1270'SIDE OF THE CITY SQUARE.  THE DOME IS AT THE CENTER OF THE
 KD1270'NORTH EDGE OF THE COURTHOUSE.  THE OVERALL HEIGHT IS 60 FEET.
 KD1270
 KD1270                          STATION RECOVERY (2005)
 KD1270
 KD1270'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1269 ***********************************************************************
 KD1269  DESIGNATION -  LEXINGTON MUNICIPAL STANDPIPE
 KD1269  PID         -  KD1269
 KD1269  STATE/COUNTY-  MO/LAFAYETTE
 KD1269  USGS QUAD   -  LEXINGTON WEST (1979)
 KD1269
 KD1269                         *CURRENT SURVEY CONTROL
 KD1269  ___________________________________________________________________
 KD1269* NAD 83(1997)-  39 11 25.49176(N)    093 52 43.99243(W)     ADJUSTED  
 KD1269* NAVD 88     -                                                        
 KD1269  ___________________________________________________________________
 KD1269  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 KD1269  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD1269
 KD1269  HORZ ORDER  -  THIRD
 KD1269
 KD1269.The horizontal coordinates were established by classical geodetic methods
 KD1269.and adjusted by the National Geodetic Survey in February 2000..
 KD1269
 KD1269
 KD1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1269
 KD1269.The geoid height was determined by GEOID03.
 KD1269
 KD1269;                    North         East     Units Scale Factor Converg.
 KD1269;SPC MO W     -   335,771.221   903,657.351   MT  0.99997661   +0 23 33.0
 KD1269;UTM  15      - 4,338,275.285   424,099.449   MT  0.99967093   -0 33 19.4
 KD1269
 KD1269                          SUPERSEDED SURVEY CONTROL
 KD1269
 KD1269  NAD 83(1997)-  39 11 25.49294(N)    093 52 43.99421(W) AD(       ) 4
 KD1269  NAD 83(1986)-  39 11 25.49794(N)    093 52 43.99198(W) AD(       ) 4
 KD1269  NAD 27      -  39 11 25.44244(N)    093 52 43.19855(W) AD(       ) 3
 KD1269
 KD1269.Superseded values are not recommended for survey control.
 KD1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1269.See file dsdata.txt to determine how the superseded data were derived.
 KD1269
 KD1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2409938275(NAD 83)
 KD1269_MARKER: 52 = STANDPIPE TANK
 KD1269
 KD1269  HISTORY     - Date     Condition        Report By
 KD1269  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1269  HISTORY     - 20050429 MARK NOT FOUND   GEOCAC
 KD1269
 KD1269                          STATION DESCRIPTION
 KD1269
 KD1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1269'THE STATION IS LOCATED AT THE NORTH EDGE OF LEXINGTON.  IT IS
 KD1269'CYLINDERICAL STEEL STRUCTURE, OVERALL HEIGHT 160 FEET.  THE
 KD1269'POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 KD1269
 KD1269                          STATION RECOVERY (2005)
 KD1269
 KD1269'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1269'THE STANDPIPE APPEARS TO HAVE BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1271 ***********************************************************************
 KD1271  DESIGNATION -  LEXINGTON WATER TANK
 KD1271  PID         -  KD1271
 KD1271  STATE/COUNTY-  MO/LAFAYETTE
 KD1271  USGS QUAD   -  LEXINGTON WEST (1979)
 KD1271
 KD1271                         *CURRENT SURVEY CONTROL
 KD1271  ___________________________________________________________________
 KD1271* NAD 83(1997)-  39 11 25.47469(N)    093 52 43.33758(W)     ADJUSTED  
 KD1271* NAVD 88     -                                                        
 KD1271  ___________________________________________________________________
 KD1271  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 KD1271  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD1271
 KD1271  HORZ ORDER  -  THIRD
 KD1271
 KD1271.The horizontal coordinates were established by classical geodetic methods
 KD1271.and adjusted by the National Geodetic Survey in February 2000..
 KD1271
 KD1271
 KD1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1271
 KD1271.The geoid height was determined by GEOID03.
 KD1271
 KD1271;                    North         East     Units Scale Factor Converg.
 KD1271;SPC MO W     -   335,770.802   903,673.069   MT  0.99997663   +0 23 33.4
 KD1271;UTM  15      - 4,338,274.607   424,115.153   MT  0.99967090   -0 33 19.0
 KD1271
 KD1271                          SUPERSEDED SURVEY CONTROL
 KD1271
 KD1271  NAD 83(1997)-  39 11 25.47577(N)    093 52 43.33950(W) AD(       ) 4
 KD1271  NAD 83(1986)-  39 11 25.48101(N)    093 52 43.33712(W) AD(       ) 4
 KD1271  NAD 27      -  39 11 25.43123(N)    093 52 42.54119(W) AD(       ) 3
 KD1271
 KD1271.Superseded values are not recommended for survey control.
 KD1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1271.See file dsdata.txt to determine how the superseded data were derived.
 KD1271
 KD1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2411538275(NAD 83)
 KD1271_MARKER: 51 = TANK
 KD1271
 KD1271  HISTORY     - Date     Condition        Report By
 KD1271  HISTORY     - 1975     FIRST OBSERVED   USE
 KD1271  HISTORY     - 20050429 GOOD             GEOCAC
 KD1271
 KD1271                          STATION DESCRIPTION
 KD1271
 KD1271'DESCRIBED BY GEOCACHING 2005 (RCF)
 KD1271'THIS IS A FIVE-LEGGED STRUCTURE PAINTED LIGHT GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1349 ***********************************************************************
 KD1349  DESIGNATION -  LEXPORT
 KD1349  PID         -  KD1349
 KD1349  STATE/COUNTY-  MO/RAY
 KD1349  USGS QUAD   -  LEXINGTON WEST (1979)
 KD1349
 KD1349                         *CURRENT SURVEY CONTROL
 KD1349  ___________________________________________________________________
 KD1349* NAD 83(1997)-  39 12 33.35904(N)    093 55 38.29454(W)     ADJUSTED  
 KD1349* NAVD 88     -       210.7    (meters)     691.     (feet)  VERTCON   
 KD1349  ___________________________________________________________________
 KD1349  X           -    -338,947.709 (meters)                     COMP
 KD1349  Y           -  -4,937,190.806 (meters)                     COMP
 KD1349  Z           -   4,010,457.664 (meters)                     COMP
 KD1349  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 KD1349  ELLIP HEIGHT-         178.04  (meters)          (02/17/00) GPS OBS
 KD1349  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD1349
 KD1349  HORZ ORDER  -  THIRD
 KD1349  ELLP ORDER  -  FOURTH    CLASS I
 KD1349
 KD1349.This mark is at Lexington Municipal Airport (4K3)
 KD1349
 KD1349.The horizontal coordinates were established by GPS observations
 KD1349.and adjusted by the National Geodetic Survey in February 2000..
 KD1349
 KD1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1349
 KD1349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1349
 KD1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1349
 KD1349.The ellipsoidal height was determined by GPS observations
 KD1349.and is referenced to NAD 83.
 KD1349
 KD1349.The geoid height was determined by GEOID03.
 KD1349
 KD1349;                    North         East     Units Scale Factor Converg.
 KD1349;SPC MO W     -   337,836.521   899,461.382   MT  0.99997129   +0 21 43.3
 KD1349;SPC MO C     -   375,632.206   376,728.447   MT  1.00012038   -0 54 08.6
 KD1349;UTM  15      - 4,340,409.092   419,939.471   MT  0.99967892   -0 35 10.4
 KD1349
 KD1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1349!SPC MO W     -   0.99997207  x   0.99997129  =   0.99994336
 KD1349!SPC MO C     -   0.99997207  x   1.00012038  =   1.00009244
 KD1349!UTM  15      -   0.99997207  x   0.99967892  =   0.99965100
 KD1349
 KD1349:                Primary Azimuth Mark                     Grid Az
 KD1349:SPC MO W     -  LEXPORT AZ MK                            222 27 49.2
 KD1349:SPC MO C     -  LEXPORT AZ MK                            223 43 41.1
 KD1349:UTM  15      -  LEXPORT AZ MK                            223 24 42.9
 KD1349
 KD1349|---------------------------------------------------------------------|
 KD1349| PID    Reference Object                     Distance      Geod. Az  |
 KD1349|                                                           dddmmss.s |
 KD1349| KD1350 LEXPORT AZ MK                       486.889 METERS 2224932.5 |
 KD1349|---------------------------------------------------------------------|
 KD1349
 KD1349                          SUPERSEDED SURVEY CONTROL
 KD1349
 KD1349  NAD 83(1997)-  39 12 33.35904(N)    093 55 38.29454(W) AD(       ) 3
 KD1349  NAD 83(1986)-  39 12 33.36309(N)    093 55 38.29279(W) AD(       ) 3
 KD1349  NGVD 29 (10/04/91)  210.6    (m)          691.     (f) GPS OBS        
 KD1349
 KD1349.Superseded values are not recommended for survey control.
 KD1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1349.See file dsdata.txt to determine how the superseded data were derived.
 KD1349
 KD1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1993940409(NAD 83)
 KD1349_MARKER: I = METAL ROD
 KD1349_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD1349_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD1349_STAMPING: LEXPORT 1991
 KD1349_MARK LOGO: NGS   
 KD1349_PROJECTION: FLUSH
 KD1349_MAGNETIC: I = MARKER IS A STEEL ROD
 KD1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1349+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KD1349_ROD/PIPE-DEPTH: 22.6 meters
 KD1349_SLEEVE-DEPTH  : 1.0 meters
 KD1349
 KD1349  HISTORY     - Date     Condition        Report By
 KD1349  HISTORY     - 1991     MONUMENTED       NGS
 KD1349
 KD1349                          STATION DESCRIPTION
 KD1349
 KD1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KD1349'STATION IS LOCATED ABOUT 27.4 KM (17.0 MI) NORTHWEST OF HIGGINSVILLE,
 KD1349'ABOUT 3.2 KM (2.0 MI) NORTH OF THE MISSOURI RIVER, AT THE LEXINGTON
 KD1349'MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF LEXINGTON, CITY HALL,
 KD1349'LEXINGTON, MO 64067.  AIRPORT MANAGER IS TOM DOLPHIN, PHONE
 KD1349'816-494-5415.
 KD1349'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 13 AND ROAD CC,
 KD1349'LOCATED JUST NORTHWEST OF THE HIGHWAY 13 BRIDGE OVER THE MISSOURI
 KD1349'RIVER NEAR THE NORTHWEST CORNER OF LEXINGTON, GO WEST ALONG ROAD CC
 KD1349'FOR 2.2 KM (1.4 MI) TO A Y IN THE ROAD.  TURN RIGHT, NORTH, ALONG A
 KD1349'GRAVEL ROAD (RD 311) FOR 1.6 KM (1.0 MI) TO AIRPORT ACCESS ROAD (ROAD
 KD1349'310) ON THE RIGHT AND THE SOUTHWEST END OF RUNWAY 4-22 IN THE
 KD1349'NORTHEAST QUADRANT OF THE ROAD JUNCTION.  TURN RIGHT, EAST, ALONG
 KD1349'GRAVEL AIRPORT ACCESS ROAD (ROAD 310) FOR 0.18 KM (0.11 MI) TO
 KD1349'AIRPORT OFFICE IN THE WHITE METAL BUILDING.  GO NORTHERLY ON THE
 KD1349'APRON AND TAXIWAY FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF THE
 KD1349'TAXIWAY AND THE RUNWAY AND THE STATION ON THE LEFT.
 KD1349'STATION IS 54.3 M (178.1 FT) WEST OF THE CENTER OF THE TAXI APPROACH,
 KD1349'15.4 M (50.5 FT) SOUTHEAST OF THE CENTER OF THE RUNWAY, 5.8 M
 KD1349'(19.0 FT) SOUTHEAST OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE TAXI
 KD1349'APPROACH, ABOUT 65 M (213.3 FT) SOUTHWEST OF THE JUNCTION OF THE TAXI
 KD1349'APPROACH AND THE RUNWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A SHORT
 KD1349'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1350 ***********************************************************************
 KD1350  CBN         -  This is a Cooperative Base Network Control Station.
 KD1350  PACS        -  This is a Primary Airport Control Station.
 KD1350  DESIGNATION -  LEXPORT AZ MK
 KD1350  PID         -  KD1350
 KD1350  STATE/COUNTY-  MO/RAY
 KD1350  USGS QUAD   -  LEXINGTON WEST (1979)
 KD1350
 KD1350                         *CURRENT SURVEY CONTROL
 KD1350  ___________________________________________________________________
 KD1350* NAD 83(1997)-  39 12 21.77934(N)    093 55 52.08911(W)     ADJUSTED  
 KD1350* NAVD 88     -       210.33   (meters)     690.1    (feet)  GPS OBS   
 KD1350  ___________________________________________________________________
 KD1350  X           -    -339,293.360 (meters)                     COMP
 KD1350  Y           -  -4,937,393.137 (meters)                     COMP
 KD1350  Z           -   4,010,180.786 (meters)                     COMP
 KD1350  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 KD1350  ELLIP HEIGHT-         177.78  (meters)          (03/31/98) GPS OBS
 KD1350  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD1350
 KD1350  HORZ ORDER  -  B
 KD1350  ELLP ORDER  -  THIRD     CLASS I
 KD1350
 KD1350.This mark is at Lexington Municipal Airport (4K3)
 KD1350
 KD1350.The horizontal coordinates were established by GPS observations
 KD1350.and adjusted by the National Geodetic Survey in March 1998..
 KD1350
 KD1350.The orthometric height was determined by GPS observations and a
 KD1350.high-resolution geoid model.
 KD1350
 KD1350.GPS derived orthometric heights for airport stations designated as
 KD1350.PACS or SACS are published to 2 decimal places.  This maintains
 KD1350.centimeter relative accuracy between the PACS and SACS.  It does
 KD1350.not indicate centimeter accuracy relative to other marks which are
 KD1350.part of the NAVD 88 network.
 KD1350
 KD1350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1350
 KD1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1350
 KD1350.The ellipsoidal height was determined by GPS observations
 KD1350.and is referenced to NAD 83.
 KD1350
 KD1350.The geoid height was determined by GEOID03.
 KD1350
 KD1350;                    North         East     Units Scale Factor Converg.
 KD1350;SPC MO W     -   337,477.351   899,132.682   MT  0.99997089   +0 21 34.5
 KD1350;SPC MO C     -   375,280.324   376,391.851   MT  1.00012140   -0 54 17.1
 KD1350;UTM  15      - 4,340,055.514   419,604.970   MT  0.99967958   -0 35 19.0
 KD1350
 KD1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1350!SPC MO W     -   0.99997211  x   0.99997089  =   0.99994300
 KD1350!SPC MO C     -   0.99997211  x   1.00012140  =   1.00009351
 KD1350!UTM  15      -   0.99997211  x   0.99967958  =   0.99965170
 KD1350
 KD1350:                Primary Azimuth Mark                     Grid Az
 KD1350:SPC MO W     -  LEXPORT                                  042 27 49.3
 KD1350:SPC MO C     -  LEXPORT                                  043 43 40.9
 KD1350:UTM  15      -  LEXPORT                                  043 24 42.8
 KD1350
 KD1350|---------------------------------------------------------------------|
 KD1350| PID    Reference Object                     Distance      Geod. Az  |
 KD1350|                                                           dddmmss.s |
 KD1350| KD1349 LEXPORT                             486.889 METERS 0424923.8 |
 KD1350|---------------------------------------------------------------------|
 KD1350
 KD1350                          SUPERSEDED SURVEY CONTROL
 KD1350
 KD1350  NAD 83(1986)-  39 12 21.78336(N)    093 55 52.08735(W) AD(       ) 3
 KD1350  NGVD 29 (10/04/91)  210.3    (m)          690.     (f) GPS OBS        
 KD1350
 KD1350.Superseded values are not recommended for survey control.
 KD1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1350.See file dsdata.txt to determine how the superseded data were derived.
 KD1350
 KD1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1960540056(NAD 83)
 KD1350_MARKER: I = METAL ROD
 KD1350_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD1350_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD1350_STAMPING: LEXPORT AZ MK 1991
 KD1350_MARK LOGO: NGS   
 KD1350_PROJECTION: FLUSH
 KD1350_MAGNETIC: I = MARKER IS A STEEL ROD
 KD1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1350+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 KD1350_ROD/PIPE-DEPTH: 22.6 meters
 KD1350_SLEEVE-DEPTH  : 1.0 meters
 KD1350
 KD1350  HISTORY     - Date     Condition        Report By
 KD1350  HISTORY     - 1991     MONUMENTED       NGS
 KD1350  HISTORY     - 19970210 GOOD             NGS
 KD1350
 KD1350                          STATION DESCRIPTION
 KD1350
 KD1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KD1350'STATION IS LOCATED ABOUT 27.4 KM (17.0 MI) NORTHWEST OF HIGGINSVILLE,
 KD1350'ABOUT 3.2 KM (2.0 MI) NORTH OF THE MISSOURI RIVER, AT THE LEXINGTON
 KD1350'MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF LEXINGTON, CITY HALL,
 KD1350'LEXINGTON, MO 64067.  AIRPORT MANAGER IS DALE PENCE, PHONE
 KD1350'816-259-4633, 494-5415 (ARPT).
 KD1350'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 13 AND ROAD CC,
 KD1350'LOCATED JUST NORTHWEST OF THE HIGHWAY 13 BRIDGE OVER THE MISSOURI
 KD1350'RIVER NEAR THE NORTHWEST CORNER OF LEXINGTON, GO WEST ALONG ROAD CC
 KD1350'FOR 2.2 KM (1.4 MI) TO A Y IN THE ROAD.  TURN RIGHT, NORTH, ALONG A
 KD1350'GRAVEL ROAD (RD 311) FOR 1.6 KM (1.0 MI) TO AIRPORT ACCESS ROAD (RD
 KD1350'310) ON THE RIGHT AND THE SOUTHWEST END OF RUNWAY 4-22 IN THE
 KD1350'NORTHEAST QUADRANT OF THE ROAD JUNCTION AND THE STATION.
 KD1350'LOCATED 10.8 M (35.4 FT) NORTH OF THE APPROXIMATE CENTER OF GRAVEL
 KD1350'ROAD 310, 6.1 M (20.0 FT) NORTH OF A STOP SIGN, 13.1 M (43.0 FT)
 KD1350'SOUTH-SOUTHEAST OF THE CENTER AND THE END OF RUNWAY 4, 30.4 M
 KD1350'(99.7 FT) EAST OF THE APPROXIMATE CENTER OF GRAVEL ROAD 311, AND 0.3
 KD1350'M (1.0 FT) SOUTNWEST OF A SHORT FIBERGLASS WITNESS POST.
 KD1350
 KD1350                          STATION RECOVERY (1997)
 KD1350
 KD1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KD1350'THE STATION IS LOCATED ABOUT 27.4 KM (17.00 MI) NORTHWEST OF
 KD1350'HIGGINSVILLE, MO., ABOUT 4.8 KM (3.00 MI) NORTHWEST OF LEXINGTON, MO.,
 KD1350'ABOUT 3.2 KM (2.00 MI) NORTH OF THE MISSOURI RIVER, AT THE LEXINGTON
 KD1350'MUNICIPAL AIRPORT (4K3) .  OWNERSHIP--CITY OF LEXINGTON, CITY HALL,
 KD1350'LEXINGTON, MO.  64067.  AIRPORT MANAGER DALE PENCE, PHONE 816-259-4633
 KD1350'OR 494-5415 (AIRPORT) .  NOTE--THIS STATION IS THE PRIMARY AIRPORT
 KD1350'CONTROL (PAC) STATION.  TO REACH THE STATION FROM THE JUNCTION OF
 KD1350'STATE HIGHWAY 13 AND COUNTY ROAD CC, JUST NORTHWEST OF THE HIGHWAY 13
 KD1350'BRIDGE OVER THE MISSOURI RIVER NEAR THE NORTHWEST CORNER OF LEXINGTON,
 KD1350'GO WEST, 2.2 KM (1.35 MI) ALONG ROAD CC TO A Y IN THE ROAD.  TURN
 KD1350'RIGHT, NORTH, 1.6 KM (1.00 MI) ALONG THE GRAVEL ROAD 311 TO THE
 KD1350'AIRPORT ENTRANCE ROAD 310 ON THE RIGHT.  TURN RIGHT, EAST, ABOUT 30.0
 KD1350'M (98.4 FT) ALONG ROAD 310 TO THE STATION ON THE LEFT, JUST
 KD1350'NORTH-NORTHWEST OF A STOP SIGN AND SOUTH-SOUTHWEST OF RUNWAY END 4.
 KD1350'THE STATION IS 30.5 M (100.1 FT) EAST OF THE ROAD 311 CENTER, 10.8 M
 KD1350'(35.4 FT) SOUTHEAST OF THE EXTENDED RUNWAY CENTERLINE, 10.3 M (33.8
 KD1350'FT) NORTH OF THE ROAD 310 CENTER, 6.0 M (19.7 FT) NORTH-NORTHWEST OF
 KD1350'THE METAL POST OF A STOP SIGN, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 KD1350'AND THE STATION IS ABOUT LEVEL WITH THE ROADS AND FLUSH WITH THE
 KD1350'GROUND SURFACE.  BY R.G.  HAYES.  NOTE--THE DATUM POINT IS A PUNCH
 KD1350'MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF
 KD1350'22.6 M, (74.1 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG,
 KD1350'ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SURROUNDED BY CONCRETE.
 KD1350'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1133 ***********************************************************************
 HE1133  DESIGNATION -  LIBERAL
 HE1133  PID         -  HE1133
 HE1133  STATE/COUNTY-  MO/BARTON
 HE1133  USGS QUAD   -  LIBERAL (1991)
 HE1133
 HE1133                         *CURRENT SURVEY CONTROL
 HE1133  ___________________________________________________________________
 HE1133* NAD 83(1997)-  37 30 51.67668(N)    094 31 00.03427(W)     ADJUSTED  
 HE1133* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 HE1133  ___________________________________________________________________
 HE1133  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 HE1133  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HE1133
 HE1133  HORZ ORDER  -  FIRST
 HE1133
 HE1133.The horizontal coordinates were established by classical geodetic methods
 HE1133.and adjusted by the National Geodetic Survey in February 2000..
 HE1133
 HE1133.The orthometric height was scaled from a topographic map.
 HE1133
 HE1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1133
 HE1133.The geoid height was determined by GEOID03.
 HE1133
 HE1133;                    North         East     Units Scale Factor Converg.
 HE1133;SPC MO W     -   149,550.561   848,525.770   MT  0.99994120   -0 00 36.6
 HE1133;SPC KS S     -   501,601.668   752,038.725   MT  0.99996054   +2 26 52.3
 HE1133;UTM  15      - 4,153,014.356   365,962.463   MT  0.99982130   -0 55 25.4
 HE1133
 HE1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1133!SPC MO W     -   0.99995695  x   0.99994120  =   0.99989816
 HE1133!SPC KS S     -   0.99995695  x   0.99996054  =   0.99991750
 HE1133!UTM  15      -   0.99995695  x   0.99982130  =   0.99977826
 HE1133
 HE1133|---------------------------------------------------------------------|
 HE1133| PID    Reference Object                     Distance      Geod. Az  |
 HE1133|                                                           dddmmss.s |
 HE1133| CN6593 LIBERAL RM 1                         29.941 METERS 01014     |
 HE1133| CN6594 LIBERAL RM 2                         24.429 METERS 17208     |
 HE1133| CN6591 LIBERAL AZ MK                                      1802601.1 |
 HE1133| CN6592 LIBERAL AZ MK 2                                    1803741.4 |
 HE1133| HE0990 MINDENMINES MUNICIPAL TANK          APPROX. 7.9 KM 2361241.0 |
 HE1133| HE1134 MULBERRY MUNICIPAL TANK             APPROX.10.6 KM 2941143.2 |
 HE1133| HE1132 LIBERAL E LIPSCOME GRAIN ELEV       APPROX. 4.7 KM 3565233.8 |
 HE1133|---------------------------------------------------------------------|
 HE1133
 HE1133                          SUPERSEDED SURVEY CONTROL
 HE1133
 HE1133  NAD 83(1997)-  37 30 51.67676(N)    094 31 00.03426(W) AD(       ) 1
 HE1133  NAD 83(1997)-  37 30 51.68383(N)    094 31 00.03442(W) AD(       ) 1
 HE1133  NAD 83(1986)-  37 30 51.68775(N)    094 31 00.02915(W) AD(       ) 1
 HE1133  NAD 27      -  37 30 51.51500(N)    094 30 59.19100(W) AD(       ) 1
 HE1133
 HE1133.Superseded values are not recommended for survey control.
 HE1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1133.See file dsdata.txt to determine how the superseded data were derived.
 HE1133
 HE1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6596253014(NAD 83)
 HE1133_MARKER: DS = TRIANGULATION STATION DISK
 HE1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1133_STAMPING: LIBERAL 1935
 HE1133_MARK LOGO: CGS   
 HE1133_PROJECTION: FLUSH
 HE1133_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1133+STABILITY: SURFACE MOTION
 HE1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1133+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 HE1133
 HE1133  HISTORY     - Date     Condition        Report By
 HE1133  HISTORY     - 1935     MONUMENTED       CGS
 HE1133  HISTORY     - 1967     GOOD             CGS
 HE1133  HISTORY     - 19910318 GOOD             MODNR
 HE1133  HISTORY     - 20040915 GOOD             MODNR
 HE1133
 HE1133                          STATION DESCRIPTION
 HE1133
 HE1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1133'THIS STATION IS ABOUT 6 MILES NE OF MINDENMINES, 14 MILES W
 HE1133'OF LAMAR AND 3 MILES S OF LIBERAL IN THE NE 1/4 OF SEC. 23, T 32
 HE1133'N, R 33 W, ON LAND OWNED BY AMERICAN BANKERS INSURANCE COMPANY
 HE1133'AND OCCUPIED BY L.L. SWARTZ.  IT IS IN FIELD, 37 FEET W OF
 HE1133'CENTER LINE OF GRAVEL ROAD, 15 FEET W OF W RIGHT-OF-WAY FENCE
 HE1133'LINE, 18 FEET W OF TELEPHONE LINE, AND ACROSS ROAD FROM
 HE1133'FARM HOUSE OCCUPIED BY G.H. SHEWARD.  THE MARK IS FLUSH WITH
 HE1133'THE GROUND.
 HE1133'
 HE1133'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 HE1133'STANDARD BRONZE DISKS SET IN CONCRETE.
 HE1133'
 HE1133'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 36 FEET S OF
 HE1133'TELEPHONE POLE, 22 FEET W OF CENTER LINE OF GRAVEL ROAD, 1 FOOT
 HE1133'W OF FENCE LINE.  THE MARK PROJECTS 2 INCHES.
 HE1133'
 HE1133'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 34 FEET S OF
 HE1133'TELEPHONE POLE, 21 FEET W OF CENTER LINE OF GRAVEL ROAD, 6
 HE1133'INCHES W OF W RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 3
 HE1133'INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 176.20
 HE1133'FEET.
 HE1133'
 HE1133'THE AZIMUTH MARK IS S OF THE STATION, 25 FEET E OF CENTER
 HE1133'LINE OF GRAVEL ROAD, 1 FOOT W OF E RIGHT-OF-WAY FENCE LINE,
 HE1133'25 FEET NNE OF N END OF CONCRETE CULVERT, 0.25 MILE N OF
 HE1133'U.S. HIGHWAY 160.  THE MARK PROJECTS 3 INCHES.
 HE1133'
 HE1133'TO REACH THE STATION FROM FRONTENAC, KANSAS, AT JUNCTION
 HE1133'OF U.S. HIGHWAY 73E AND U.S. HIGHWAY 160, FOLLOW U.S. HIGHWAY 160
 HE1133'E AND N 11.5 MILES TO CROSSROADS AT A DANCE HALL ON S SIDE OF
 HE1133'HIGHWAY 160, THENCE N ON GRAVEL 1.6 MILES TO STATION ON W AND
 HE1133'HOUSE ON E SIDE OF ROAD.  REACHED FROM LAMAR, MISSOURI, AT
 HE1133'INTERSECTION OF U.S. HIGHWAY 71 AND U.S. HIGHWAY 160, BY
 HE1133'GOING W ON U.S. HIGHWAY 160, 12.2 MILES TO CROSSROADS AND
 HE1133'DANCE HALL, THENCE N ON GRAVEL AS ABOVE.
 HE1133'
 HE1133'ALL LIGHTS COME INTO VIEW AT 10 FEET.
 HE1133
 HE1133                          STATION RECOVERY (1967)
 HE1133
 HE1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HE1133'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 HE1133'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 HE1133'MARK WAS NOT RECOVERED AND WAS ASSUMED DESTROYED WHEN ROAD
 HE1133'WAS WIDENED.
 HE1133'
 HE1133'A NEW AZIMUTH MARK WAS SET.
 HE1133'
 HE1133'FOLLOWING IS A NEW DESCRIPTION.
 HE1133'
 HE1133'TO REACH THE STATION FROM THE POST OFFICE IN LIBERAL, GO
 HE1133'SOUTH FOR 1/2 BLOCK TO YALE STREET.  TURN LEFT AND GO EAST
 HE1133'ON YALE STREET FOR 0.3 MILE TO A CROSSROAD AND SCHOOL IN THE
 HE1133'NORTHWEST ANGLE.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD NN
 HE1133'FOR 3.0 MILES TO A HOUSE ON THE LEFT AND THE STATION ON THE
 HE1133'RIGHT.  (CONTINUE SOUTH ON COUNTY ROAD NN FOR 0.5 MILE TO
 HE1133'A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT IN THE SOUTHEAST
 HE1133'ANGLE).
 HE1133'
 HE1133'STATION MARK, A STANDARD DISK STAMPED LIBERAL 1935, IS SET
 HE1133'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 HE1133'THE SURFACE OF THE GROUND.  IT IS 52.5 FEET EAST OF THE
 HE1133'SOUTHEAST CORNER OF A CONCRETE FOUNDATION FOR A BARN, 37
 HE1133'FEET WEST OF THE CENTER OF COUNTY ROAD NN, 25 FEET
 HE1133'SOUTH-SOUTHWEST OF THE CENTER OF A METAL GATE, 3 FEET SOUTHWEST
 HE1133'OF A BRACE POST WITH A METAL WITNESS SIGN, 2 FEET WEST OF A
 HE1133'FENCE, AND 2 FEET NORTH OF A PROJECTED LINE OF THE SOUTH
 HE1133'SIDE OF THE HOUSE ON THE EAST SIDE OF ROAD.  THE UNDERGROUND
 HE1133'MARK WAS NOT INSPECTED.
 HE1133'
 HE1133'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LIBERAL NO. 1
 HE1133'1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 HE1133'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 24 FEET WEST OF THE
 HE1133'CENTER OF COUNTY ROAD NN AND 11.5 FEET EAST OF A FENCE.
 HE1133'
 HE1133'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LIBERAL NO.
 HE1133'2 1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 HE1133'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 104 FEET
 HE1133'SOUTH-SOUTHEAST OF THE CENTER OF THE GATE, 23 FEET WEST OF THE
 HE1133'CENTER OF COUNTY ROAD NN, AND 11.5 FEET EAST OF THE FENCE.
 HE1133'
 HE1133'AZIMUTH MARK, A STANDARD DISK STAMPED LIBERAL 1935 AZ. 2
 HE1133'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HE1133'2 INCHES.  IT IS 35 FEET EAST OF THE CENTER OF COUNTY ROAD NN,
 HE1133'22 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 3 FEET SOUTH OF A
 HE1133'CORNER FENCE POST, 1 FOOT NORTH OF A METAL WITNESS POST,
 HE1133'AND 1 FOOT WEST OF A FENCE.
 HE1133'
 HE1133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3
 HE1133'MILES SOUTH OF LIBERAL.
 HE1133
 HE1133                          STATION RECOVERY (1991)
 HE1133
 HE1133'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 HE1133'THE STATION IS ABOUT 3 MI (4.8 KM) SOUTH OF THE TOWN OF LIBERAL ON THE
 HE1133'WEST SIDE OF MO ROUTE NN.  IT WAS FOUND IN GOOD CONDITION.  IT IS 2.0
 HE1133'FT (0.6 M) WEST OF A FENCE IN A BARN LOT, AND IS SET FLUSH WITH THE
 HE1133'GROUND.
 HE1133
 HE1133                          STATION RECOVERY (2004)
 HE1133
 HE1133'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (SEW)
 HE1133'STATION MARK, AZIMUTH MARK 2, RM 1 AND RM 2 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1132 ***********************************************************************
 HE1132  DESIGNATION -  LIBERAL E LIPSCOME GRAIN ELEV
 HE1132  PID         -  HE1132
 HE1132  STATE/COUNTY-  MO/BARTON
 HE1132  USGS QUAD   -  LIBERAL (1991)
 HE1132
 HE1132                         *CURRENT SURVEY CONTROL
 HE1132  ___________________________________________________________________
 HE1132* NAD 83(1997)-  37 33 22.64152(N)    094 31 10.38361(W)     ADJUSTED  
 HE1132* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 HE1132  ___________________________________________________________________
 HE1132  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 HE1132  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HE1132
 HE1132  HORZ ORDER  -  THIRD
 HE1132
 HE1132.The horizontal coordinates were established by classical geodetic methods
 HE1132.and adjusted by the National Geodetic Survey in February 2000..
 HE1132
 HE1132.The orthometric height was scaled from a topographic map.
 HE1132
 HE1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1132
 HE1132.The geoid height was determined by GEOID03.
 HE1132
 HE1132;                    North         East     Units Scale Factor Converg.
 HE1132;SPC MO W     -   154,204.570   848,272.594   MT  0.99994121   -0 00 42.9
 HE1132;SPC KS S     -   506,240.615   751,586.177   MT  0.99995569   +2 26 46.0
 HE1132;UTM  15      - 4,157,671.254   365,783.581   MT  0.99982189   -0 55 34.9
 HE1132
 HE1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1132!SPC MO W     -   1.00000483  x   0.99994121  =   0.99994604
 HE1132!SPC KS S     -   1.00000483  x   0.99995569  =   0.99996052
 HE1132!UTM  15      -   1.00000483  x   0.99982189  =   0.99982671
 HE1132
 HE1132                          SUPERSEDED SURVEY CONTROL
 HE1132
 HE1132  NAD 83(1997)-  37 33 22.64170(N)    094 31 10.38365(W) AD(       ) 4
 HE1132  NAD 83(1997)-  37 33 22.65039(N)    094 31 10.38318(W) AD(       ) 4
 HE1132  NAD 83(1986)-  37 33 22.65316(N)    094 31 10.37900(W) AD(       ) 4
 HE1132  NAD 27      -  37 33 22.48800(N)    094 31 09.53400(W) AD(       ) 3
 HE1132
 HE1132.Superseded values are not recommended for survey control.
 HE1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1132.See file dsdata.txt to determine how the superseded data were derived.
 HE1132
 HE1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6578457671(NAD 83)
 HE1132_MARKER: 65 = GRAIN ELEVATOR
 HE1132
 HE1132  HISTORY     - Date     Condition        Report By
 HE1132  HISTORY     - 1960     FIRST OBSERVED   CGS
 HE1132  HISTORY     - 19850101 GOOD             NGS
 HE1132
 HE1132                          STATION DESCRIPTION
 HE1132
 HE1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE1132'THE STATION IS THE TOP CENTER OF THE HEAD HOUSE WHICH IS
 HE1132'LOCATED IN THE SOUTH PART OF LIBERAL AT THE INTERSECTION
 HE1132'OF MAIN STREET AND THE RAILROAD TRACKS.  IT IS A LARGE CONCRETE
 HE1132'STRUCTURE CONSISTING OF 3 ROUND BINS WHICH SUPPORTS THE
 HE1132'HEAD HOUSE AND HAS AN OVERALL HEIGHT OF 156 FEET.  THE SQUARE
 HE1132'BUILDING ATOP THE BINS IS REFERRED TO AS THE HEAD HOUSE.
 HE1132
 HE1132                          STATION RECOVERY (1985)
 HE1132
 HE1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HE1132'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1398 ***********************************************************************
 KE1398  DESIGNATION -  LIBERTY
 KE1398  PID         -  KE1398
 KE1398  STATE/COUNTY-  MO/CLAY
 KE1398  USGS QUAD   -  LIBERTY (1990)
 KE1398
 KE1398                         *CURRENT SURVEY CONTROL
 KE1398  ___________________________________________________________________
 KE1398* NAD 83(1997)-  39 14 56.22020(N)    094 24 45.72413(W)     ADJUSTED  
 KE1398* NAVD 88     -       301.2    (meters)     988.     (feet)  VERTCON   
 KE1398  ___________________________________________________________________
 KE1398  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 KE1398  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KE1398
 KE1398  HORZ ORDER  -  FIRST
 KE1398
 KE1398.The horizontal coordinates were established by classical geodetic methods
 KE1398.and adjusted by the National Geodetic Survey in February 2000..
 KE1398
 KE1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1398
 KE1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1398
 KE1398.The geoid height was determined by GEOID03.
 KE1398
 KE1398;                    North         East     Units Scale Factor Converg.
 KE1398;SPC MO W     -   342,089.300   857,535.371   MT  0.99994188   +0 03 18.8
 KE1398;UTM  15      - 4,345,354.353   378,099.065   MT  0.99978297   -0 53 38.1
 KE1398
 KE1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1398!SPC MO W     -   0.99995786  x   0.99994188  =   0.99989974
 KE1398!UTM  15      -   0.99995786  x   0.99978297  =   0.99974084
 KE1398
 KE1398:                Primary Azimuth Mark                     Grid Az
 KE1398:SPC MO W     -  LIBERTY AZ MK RESET                      048 54 11.5
 KE1398:UTM  15      -  LIBERTY AZ MK RESET                      049 51 08.4
 KE1398
 KE1398|---------------------------------------------------------------------|
 KE1398| PID    Reference Object                     Distance      Geod. Az  |
 KE1398|                                                           dddmmss.s |
 KE1398| CL7301 LIBERTY AZ MK RESET                                0485730.3 |
 KE1398| KE1392 LIBERTY WM JEWELL COLL STACK        189.110 METERS 15408     |
 KE1398| CL7302 LIBERTY RM 1                         68.876 METERS 17818     |
 KE1398| KE1372 INDEPENDENCE MUNICIPAL STANDPIPE    APPROX.16.5 KM 1805456.4 |
 KE1398| CL7304 LIBERTY RM 4                         33.107 METERS 19911     |
 KE1398| CL7300 LIBERTY AZ MK 3                                    2130519.4 |
 KE1398| KE1399 LIBERTY RM 3                          9.705 METERS 25226     |
 KE1398| CL7303 LIBERTY RM 2                         57.156 METERS 27732     |
 KE1398| KE1416 LIBERTY MUNICIPAL TANK              APPROX. 0.6 KM 3123923.2 |
 KE1398| CL7299 LIBERTY AZ MK                                      3430755.8 |
 KE1398| KE1396 LIBERTY MUNICIPAL TANK               44.654 METERS 35424     |
 KE1398|---------------------------------------------------------------------|
 KE1398
 KE1398                          SUPERSEDED SURVEY CONTROL
 KE1398
 KE1398  NAD 83(1997)-  39 14 56.22024(N)    094 24 45.72418(W) AD(       ) 1
 KE1398  NAD 83(1986)-  39 14 56.22717(N)    094 24 45.71872(W) AD(       ) 1
 KE1398  NAD 27      -  39 14 56.21802(N)    094 24 44.89542(W) AD(       ) 1
 KE1398  NGVD 29 (07/19/86)  301.1    (m)          988.     (f) VERT ANG       
 KE1398
 KE1398.Superseded values are not recommended for survey control.
 KE1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1398.See file dsdata.txt to determine how the superseded data were derived.
 KE1398
 KE1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7809945354(NAD 83)
 KE1398_MARKER: DS = TRIANGULATION STATION DISK
 KE1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1398+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 KE1398
 KE1398  HISTORY     - Date     Condition        Report By
 KE1398  HISTORY     - 1934     MONUMENTED       CGS
 KE1398  HISTORY     - 1949     GOOD             CGS
 KE1398  HISTORY     - 1958     GOOD             CGS
 KE1398  HISTORY     - 1967     GOOD             CGS
 KE1398  HISTORY     - 1972     GOOD             NGS
 KE1398  HISTORY     - 1980     GOOD             MJH
 KE1398  HISTORY     - 20020114 MARK NOT FOUND   NGS
 KE1398  HISTORY     - 20050219 GOOD             GEOCAC
 KE1398  HISTORY     - 20060219 GOOD             GEOCAC
 KE1398
 KE1398                          STATION DESCRIPTION
 KE1398
 KE1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1398'THIS STATION IS AT THE E EDGE OF THE TOWN OF LIBERTY, MISSOURI,
 KE1398'IN LOT OWNED BY WILLIAM JEWELL COLLEGE.  THIS LOT IS JUST S OF THE
 KE1398'MOUNT MEMORIAL CEMETERY, BETWEEN COLLEGE DRIVE AND MISSISSIPPI
 KE1398'STREET.  THE STATION MARK IS ABOUT MIDWAY N AND S IN THE LOT, 25.5
 KE1398'FEET W OF CONCRETE WALL AROUND MOUNT MEMORIAL CEMETERY,
 KE1398'146.52 FEET S OF THE CENTER OF MUNICIPAL WATER TANK.  THIS TANK
 KE1398'IS LOCATED IN THE SAME LOT AS THE STATION AND THE GROUND ON WHICH
 KE1398'IT STANDS IS OWNED BY THE CITY.  THE STATION MARK IS FLUSH WITH
 KE1398'THE GROUND.
 KE1398'
 KE1398'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1398'BRONZE DISKS SET IN CONCRETE.
 KE1398'
 KE1398'REFERENCE MARK NO. 1 IS S OF THE STATION, AT S EDGE OF LOT, 1
 KE1398'FOOT N OF FENCE LINE, 30 FEET W OF CONCRETE WALL AROUND CEMETERY.
 KE1398'THE MARK IS FLUSH WITH THE GROUND.
 KE1398'
 KE1398'REFERENCE MARK NO. 2 IS W OF THE STATION AT W EDGE OF LOT AND
 KE1398'IS 1 FOOT E OF THE FENCE LINE.  THE MARK IS FLUSH WITH THE
 KE1398'GROUND.
 KE1398'
 KE1398'THE AZIMUTH MARK IS NNW OF THE STATION, ON RIGHT-OF-WAY OF GRAVEL
 KE1398'ROAD, WHICH IS A CONTINUATION OF LIGHTBURN STREET N, 0.5 MILE
 KE1398'N OF INTERSECTION OF LIGHTBURN AND DONIPHAN STREETS, AT THE TOP
 KE1398'OF GRADE, 135 FEET S OF THE SE CORNER OF STONE WALL AROUND HOUSE
 KE1398'LOT, 45 FEET N OF FENCE CORNER, 27 FEET W OF CENTER LINE OF
 KE1398'ROAD.  THE MARK PROJECTS 2 INCHES, 1 FOOT E OF FENCE LINE.
 KE1398'
 KE1398'ALL LIGHTS COME INTO VIEW AT 90 FEET.
 KE1398
 KE1398                          STATION RECOVERY (1949)
 KE1398
 KE1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1398'THE STATION,REFERENCE MARKS NOS 1 AND 2
 KE1398'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 KE1398'BELIEVED TO HAVE BEEN DESTROYED DURING THE PROCESS OF WIDENING OF
 KE1398'ROAD.  A NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING
 KE1398'IS A NEW AND COMPLETE DESCRIPTION.
 KE1398'
 KE1398'THE STATION IS LOCATED IN THE EAST EDGE OF LIBERTY ON LAND OWNED
 KE1398'BY THE WILLIAM JEWELL COLLEGE AND JUST WEST OF THE MOUNT MEMORIAL
 KE1398'CEMETERY AND NOT THE SOUTH SIDE AS DESCRIBED IN ORIGINAL
 KE1398'DESCRIPTION.  BETWEEN COLLEGE DRIVE AND MISSISSIPPI STREET.  IT
 KE1398'IS 146.5 FEET SOUTH OF THE LIBERTY MUNICIPAL WATER TANK AND 15
 KE1398'FEET WEST OF HEDGE ROW ON WEST SIDE OF CEMETERY.  IT IS STAMPED
 KE1398'LIBERTY 1934 AND SET FLUSH WITH THE GROUND SURFACE.
 KE1398'
 KE1398'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 30 FEET NORTH OF THE
 KE1398'SIDEWALK AND 30 FEET WEST OF CEMETERY WALL IN THE SOUTH EDGE OF
 KE1398'THE LOT.  IT IS STAMPED LIBERTY NO 1 1934 AND SET FLUSH WITH THE
 KE1398'GROUND SURFACE.
 KE1398'
 KE1398'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET IN THE WEST EDGE
 KE1398'OF THE LOT, 70 FEET EAST-NORTHEAST OF DRIVEWAY AROUND LARGE HOUSE.
 KE1398'IT IS STAMPED LIBERTY NO 2 1934 AND SET FLUSH WITH THE GROUND
 KE1398'SURFACE.
 KE1398'
 KE1398'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTHEAST OF THE STATION,
 KE1398'35 FEET WEST OF CENTER OF STATE ROUTE 33, 1 FOOT NORTH OF FENCE
 KE1398'LINE AND 3 FEET NORTHWEST OF WITNESS POST.  IT IS STAMPED LIBERTY
 KE1398'RESET 1949 AND PROJECTS 3 INCHES.  TO REACH FROM THE JUNCTION OF
 KE1398'STATE ROUTES 10 AND 33, GO NORTH ON 33 FOR 0.25 MILE TO MARK ON
 KE1398'RIGHT AS DESCRIBED.
 KE1398'
 KE1398'TO REACH THE STATION FROM THE COLLEGE ADMINISTRATION BUILDING, GO
 KE1398'NORTH ON DRIVEWAY TO MUNICIPAL WATER TANK ON LEFT, TURN LEFT
 KE1398'AROUND NORTH SIDE OF WATER TANK, THENCE SHARP LEFT UP SMALL RIDGE
 KE1398'TO THE SOUTH SIDE OF WATER TANK AND STATION AS DESCRIBED.
 KE1398'
 KE1398'A 4 FOOT SIGNAL AT STATION ORRICK (MO RC) IS VISIBLE AT 64 FEET.
 KE1398'
 KE1398'A 74 FOOT SIGNAL AT STATION DEWEY IS VISIBLE AT 64 FEET.
 KE1398'
 KE1398'AN 87 FOOT SIGNAL AT STATION CAMPBELL IS VISIBLE AT 50 FEET.
 KE1398'
 KE1398'A 4 FOOT SIGNAL AT STATION SHROUT IS VISIBLE AT 64 FEET.
 KE1398'
 KE1398'A 4 FOOT SIGNAL AT STATION VIEW IS VISIBLE AT 77 FEET.
 KE1398'
 KE1398'A 100 FOOT SIGNAL AT STATION INDEPENDENCE 1934 IS VISIBLE AT
 KE1398'50 FEET.
 KE1398'
 KE1398'A 4 FOOT SIGNAL AT STATION BUSTER (MO RC) IS VISIBLE AT 77 FEET.
 KE1398'
 KE1398'A 100 FOOT SIGNAL AT STATION ADAMS 1934 IS VISIBLE AT 77 FEET.
 KE1398
 KE1398                          STATION RECOVERY (1958)
 KE1398
 KE1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAR)
 KE1398'STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1949 AND ALL
 KE1398'MARKS WERE FOUND IN GOOD CONDITION.  STATE ROUTE 33 WHICH WAS
 KE1398'USED IN REFERENCE TO THE AZIMUTH MARK IS CLAY COUNTY B, NOW.
 KE1398
 KE1398                          STATION RECOVERY (1967)
 KE1398
 KE1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KE1398'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KE1398'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 KE1398'IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 KE1398'STATIONS, NEW BUILDING ARE ON LINE.  THE DESCRIPTION WAS FOUND
 KE1398'ADEQUATE FOR RECOVERY.  THE AZIMUTH MARK WAS LEFT IN PLACE.
 KE1398'THE REFERENCE MARKS WERE NOT MEASURED, PILES OF DIRT FROM
 KE1398'CONSTRUCTION IN THE AREA WERE ON LINE, THE 1949 DISTANCES TO
 KE1398'THE REFERENCE MARKS WERE USED IN THE BOX SCORE.
 KE1398'
 KE1398'A NEW AZIMUTH MARK WAS SET.
 KE1398'
 KE1398'FOLLOW IS A NEW DESCRIPTION FOR THE NEW AZIMUTH MARK.
 KE1398'
 KE1398'AZIMUTH MARK, A STANDARD DISK STAMPED LIBERTY 1934 AZ. 3 1967,
 KE1398'IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK AT THE WEST SIDE
 KE1398'OF THE STUDENT UNION BUILDING WHICH IS AT THE SOUTHWEST SIDE
 KE1398'OF THE WILLIAM JEWELL COLLEGE CAMPUS.  IT IS IN THE SOUTHEAST
 KE1398'ANGLE OF THE INTERSECTION OF JEWELL AND MISSISSIPPI STREETS, 120
 KE1398'FEET SOUTH OF MISSISSIPPI STREET, 40 FEET SOUTHWEST OF THE
 KE1398'NORTHWEST CORNER OF THE BUILDING, 24 FEET WEST OF THE WEST
 KE1398'SIDE OF THE BUILDING, AND 1.15 FEET EAST OF THE WEST EDGE
 KE1398'OF CURB AT A DRIVE AT THE WEST SIDE OF THE BUILDING.
 KE1398
 KE1398                          STATION RECOVERY (1972)
 KE1398
 KE1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1398'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 KE1398'RECOVERED.  REFERENCE MARK 1 WAS SEARCHED FOR AND COULD NOT BE
 KE1398'FOUND.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  A TOWER COULD
 KE1398'NOT BE ERECTED OVER THE STATION DUE TO ITS PROXIMITY TO TREES.
 KE1398'REFERENCE MARK 3 WAS OCCUPIED.  THE DISTANCE TO REFERENCE MARK 2
 KE1398'CHECKED THE 1967 DATA.  THE DIRECTION BETWEEN THE AZIMUTH MARK
 KE1398'AND REFERENCE MARK 2 ALSO CHECKED THE 1967 DATA.  FOLLOWING IS A NEW
 KE1398'DESCRIPTION.
 KE1398'
 KE1398'THE STATION IS IN THE EAST EDGE OF LIBERTY, ON PROPERTY OF THE
 KE1398'WILLIAM JEWELL COLLEGE.  THE STATION IS JUST WEST OF THE MOUNT
 KE1398'MEMORIAL CEMETERY.  IT IS IN THE SOUTHWEST 1/4 OF SEC. 11, T. 51
 KE1398'N., R. 32 W.
 KE1398'
 KE1398'STATION MARK IS A STANDARD DISK, STAMPED LIBERTY 1934, SET IN THE
 KE1398'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 KE1398'GROUND.  IT IS 78.5 FEET EAST OF THE CENTER OF A MAN HOLE COVER,
 KE1398'25.0 FEET WEST OF A STONE WALL AROUND THE CEMETERY AND 9.5 FEET
 KE1398'SOUTH-SOUTHWEST OF A 30-INCH OAK TREE.
 KE1398'
 KE1398'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LIBERTY NO 2 1934, SET
 KE1398'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH
 KE1398'THE GROUND.  IT IS 111.0 FEET WEST-NORTHWEST OF THE CENTER OF THE
 KE1398'MAN HOLE COVER, 92.0 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 KE1398'A PORCH OF THE PRESIDENTS HALL AND ABOUT 10 FEET LOWER THAN THE
 KE1398'STATION.
 KE1398'
 KE1398'REFERENCE MARKS 3 ARE STANDARD DISKS, STAMPED LIBERTY 1934 NO 3
 KE1398'1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KE1398'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 55.0 FEET
 KE1398'WEST OF THE STONE WALL AROUND CEMETERY, 49.0 FEET EAST-SOUTHEAST
 KE1398'OF THE CENTER OF THE MAN HOLE COVER AND 38.5 FEET SOUTHWEST OF
 KE1398'THE 30 INCH OAK TREE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 KE1398'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 KE1398'
 KE1398'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED LIBERTY 1934 NO 4
 KE1398'1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 KE1398'THAT IS FLUSH WITH THE GROUND.  IT IS 111.0 FEET SOUTH-SOUTHEAST OF
 KE1398'THE CENTER OF THE MAN HOLE COVER, 66.0 FEET WEST OF THE STONE
 KE1398'WALL AROUND THE CEMETERY, 38.0 FEET SOUTHEAST OF A 24-INCH OAK TREE
 KE1398'AND ABOUT 4 FEET LOWER THAN THE STATION.
 KE1398'
 KE1398'AZIMUTH MARK IS A STANDARD DISK, STAMPED LIBERTY 1934 AZ 3 1967,
 KE1398'CEMENTED IN A DRILL HOLE IN A SIDEWALK.  IT IS 40.0 FEET SOUTHWEST
 KE1398'OF THE NORTHWEST CORNER OF THE STUDENT UNION BUILDING, 24.0 FEET
 KE1398'WEST OF THE WEST WALL OF THE STUDENT UNION BUILDING AND 10.0 FEET
 KE1398'EAST OF THE CENTER OF A PAVED DRIVEWAY.
 KE1398'
 KE1398'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTHWEST FOR ABOUT
 KE1398'0.15 MILE TO THE STUDENT UNION BUILDING AND THE MARK ON THE WEST
 KE1398'SIDE OF THE BUILDING.
 KE1398'
 KE1398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LIBERTY.
 KE1398'
 KE1398'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KE1398
 KE1398                          STATION RECOVERY (1980)
 KE1398
 KE1398'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1980 (JC)
 KE1398'LIBERTY STATION MARK 1934 RECOVERED EXCELLENT.
 KE1398'
 KE1398'R.M.S 2,3, AND 4 RECOVERED EXCELLENT.
 KE1398'
 KE1398'AZ. MK. RECOVERED EXCELLENT.
 KE1398'
 KE1398'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LIBERTY.
 KE1398
 KE1398                          STATION RECOVERY (2002)
 KE1398
 KE1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1398'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1398
 KE1398                          STATION RECOVERY (2005)
 KE1398
 KE1398'RECOVERY NOTE BY GEOCACHING 2005 (KHK)
 KE1398'RECOVERED IN GOOD CONDITION.
 KE1398
 KE1398                          STATION RECOVERY (2006)
 KE1398
 KE1398'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1398'THE STATION, REFERENCE MARK NUMBER 2 AND REFERENCE MARK NUMBER 3 WERE
 KE1398'FOUND AS DESCRIBED. A VISUAL SEARCH FOR REFERENCE MARK NUMBER 4 WAS
 KE1398'UNSUCCESSFUL.  THE AZIMUTH MARK WAS NOT SEARCHED FOR THIS DATE DUE TO
 KE1398'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1417 ***********************************************************************
 KE1417  DESIGNATION -  LIBERTY MISSOURI ST MUN TANK
 KE1417  PID         -  KE1417
 KE1417  STATE/COUNTY-  MO/CLAY
 KE1417  USGS QUAD   -  KEARNEY SW (1990)
 KE1417
 KE1417                         *CURRENT SURVEY CONTROL
 KE1417  ___________________________________________________________________
 KE1417* NAD 83(1997)-  39 15 10.31870(N)    094 25 05.33485(W)     ADJUSTED  
 KE1417* NAVD 88     -                                                        
 KE1417  ___________________________________________________________________
 KE1417  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 KE1417  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KE1417
 KE1417  HORZ ORDER  -  THIRD
 KE1417
 KE1417.The horizontal coordinates were established by classical geodetic methods
 KE1417.and adjusted by the National Geodetic Survey in February 2000..
 KE1417
 KE1417
 KE1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1417
 KE1417.The geoid height was determined by GEOID03.
 KE1417
 KE1417;                    North         East     Units Scale Factor Converg.
 KE1417;SPC MO W     -   342,523.619   857,064.773   MT  0.99994179   +0 03 06.4
 KE1417;UTM  15      - 4,345,796.337   377,635.800   MT  0.99978436   -0 53 50.8
 KE1417
 KE1417                          SUPERSEDED SURVEY CONTROL
 KE1417
 KE1417  NAD 83(1997)-  39 15 10.31881(N)    094 25 05.33501(W) AD(       ) 4
 KE1417  NAD 83(1986)-  39 15 10.32338(N)    094 25 05.32724(W) AD(       ) 4
 KE1417  NAD 27      -  39 15 10.32150(N)    094 25 04.51292(W) AD(       ) 3
 KE1417
 KE1417.Superseded values are not recommended for survey control.
 KE1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1417.See file dsdata.txt to determine how the superseded data were derived.
 KE1417
 KE1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7763645796(NAD 83)
 KE1417_MARKER: 53 = ELEVATED TANK
 KE1417
 KE1417  HISTORY     - Date     Condition        Report By
 KE1417  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1417  HISTORY     - 1974     GOOD             NGS
 KE1417  HISTORY     - 20020114 GOOD             NGS
 KE1417  HISTORY     - 20060219 GOOD             GEOCAC
 KE1417
 KE1417                          STATION DESCRIPTION
 KE1417
 KE1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1417'THE STATION, LIBERTY MISSOURI STREET MUNICIPAL TANK, IS THE TOP
 KE1417'CENTER OF AN ELEVATED WATER TANK, PAINTED BLUE, SUPPORTED BY 14 ROUND
 KE1417'LEGS AND HAS A CENTER RISER 50 FEET IN DIAMETER.  THE STRUCTURE
 KE1417'HAS AN OVERALL HEIGHT OF 152 FEET, A CAPACITY OF 2,000,000
 KE1417'GALLONS AND IS LOCATED 100 FEET NORTHEAST OF THE JUNCTION OF
 KE1417'MISSOURI STREET AND GORDON AVENUE IN LIBERTY, MISSOURI.  THE
 KE1417'TANK IS OWNED BY THE LIBERTY WATER DEPARTMENT.
 KE1417
 KE1417                          STATION RECOVERY (1974)
 KE1417
 KE1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 KE1417'THE STATION WAS RECOVERED AS DESCRIBED BY I.L. CRABBE IN 1972.  THE
 KE1417'NAME HAS BEEN FURTHER ABBREVIATED IN ORDER TO COMPLY WITH THE
 KE1417'CIRCULAR LETTER DATED JUNE 5, 1973.
 KE1417
 KE1417                          STATION RECOVERY (2002)
 KE1417
 KE1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1417
 KE1417                          STATION RECOVERY (2006)
 KE1417
 KE1417'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1418 ***********************************************************************
 KE1418  DESIGNATION -  LIBERTY NASHUA RD MUN TANK
 KE1418  PID         -  KE1418
 KE1418  STATE/COUNTY-  MO/CLAY
 KE1418  USGS QUAD   -  KEARNEY SW (1990)
 KE1418
 KE1418                         *CURRENT SURVEY CONTROL
 KE1418  ___________________________________________________________________
 KE1418* NAD 83(1997)-  39 15 50.92856(N)    094 26 35.05136(W)     ADJUSTED  
 KE1418* NAVD 88     -                                                        
 KE1418  ___________________________________________________________________
 KE1418  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KE1418  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE1418
 KE1418  HORZ ORDER  -  THIRD
 KE1418
 KE1418.The horizontal coordinates were established by classical geodetic methods
 KE1418.and adjusted by the National Geodetic Survey in February 2000..
 KE1418
 KE1418
 KE1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1418
 KE1418.The geoid height was determined by GEOID03.
 KE1418
 KE1418;                    North         East     Units Scale Factor Converg.
 KE1418;SPC MO W     -   343,774.264   854,912.978   MT  0.99994147   +0 02 09.7
 KE1418;UTM  15      - 4,347,082.265   375,505.350   MT  0.99979083   -0 54 48.4
 KE1418
 KE1418                          SUPERSEDED SURVEY CONTROL
 KE1418
 KE1418  NAD 83(1997)-  39 15 50.92858(N)    094 26 35.05139(W) AD(       ) 4
 KE1418  NAD 83(1986)-  39 15 50.93269(N)    094 26 35.04158(W) AD(       ) 4
 KE1418  NAD 27      -  39 15 50.92605(N)    094 26 34.21661(W) AD(       ) 3
 KE1418
 KE1418.Superseded values are not recommended for survey control.
 KE1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1418.See file dsdata.txt to determine how the superseded data were derived.
 KE1418
 KE1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7550547082(NAD 83)
 KE1418_MARKER: 53 = ELEVATED TANK
 KE1418
 KE1418  HISTORY     - Date     Condition        Report By
 KE1418  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1418  HISTORY     - 1974     GOOD             NGS
 KE1418  HISTORY     - 20020114 GOOD             NGS
 KE1418  HISTORY     - 20060219 GOOD             GEOCAC
 KE1418
 KE1418                          STATION DESCRIPTION
 KE1418
 KE1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1418'THE STATION, LIBERY NASHUA ROAD MUNICIPAL TANK, IS THE CENTER OF THE
 KE1418'TOP OF AN ELEVATED WATER TANK, PAINTED SILVER AND IS SUPPORTED BY A
 KE1418'SINGLE COLUMN.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 100 FEET, A
 KE1418'CAPACITY OF 500,000 GALLONS AND HAS LIBERTY LETTERED ON THE NORTH
 KE1418'AND SOUTH SIDE.  IT IS LOCATED IN THE NORTHWEST SECTION OF LIBERTY,
 KE1418'90 FEET SOUTH OF THE CENTER OF NASHUA ROAD AND 0.05 MILE
 KE1418'NORTHEAST OF THE LEWIS AND CLARK ELEMENTARY SCHOOL.
 KE1418
 KE1418                          STATION RECOVERY (1974)
 KE1418
 KE1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 KE1418'THE STATION WAS RECOVERED AS DESCRIBED BY I.L. CRABBE IN 1972.
 KE1418'THE NAME HAS BEEN FURTHER ABBREVIATED IN ORDER TO COMPLY WITH
 KE1418'THE CIRCULAR LETTER DATED JUNE 5, 1973.
 KE1418
 KE1418                          STATION RECOVERY (2002)
 KE1418
 KE1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1418'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1418
 KE1418                          STATION RECOVERY (2006)
 KE1418
 KE1418'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1399 ***********************************************************************
 KE1399  DESIGNATION -  LIBERTY RM 3
 KE1399  PID         -  KE1399
 KE1399  STATE/COUNTY-  MO/CLAY
 KE1399  USGS QUAD   -  LIBERTY (1990)
 KE1399
 KE1399                         *CURRENT SURVEY CONTROL
 KE1399  ___________________________________________________________________
 KE1399* NAD 83(1997)-  39 14 56.12526(N)    094 24 46.11002(W)     ADJUSTED  
 KE1399* NAVD 88     -       300.4    (meters)     986.     (feet)  VERTCON   
 KE1399  ___________________________________________________________________
 KE1399  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 KE1399  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KE1399
 KE1399  HORZ ORDER  -  FIRST
 KE1399
 KE1399.The horizontal coordinates were established by classical geodetic methods
 KE1399.and adjusted by the National Geodetic Survey in February 2000..
 KE1399
 KE1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1399
 KE1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1399
 KE1399.The geoid height was determined by GEOID03.
 KE1399
 KE1399;                    North         East     Units Scale Factor Converg.
 KE1399;SPC MO W     -   342,086.363   857,526.121   MT  0.99994187   +0 03 18.6
 KE1399;UTM  15      - 4,345,351.570   378,089.770   MT  0.99978299   -0 53 38.3
 KE1399
 KE1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1399!SPC MO W     -   0.99995798  x   0.99994187  =   0.99989986
 KE1399!UTM  15      -   0.99995798  x   0.99978299  =   0.99974098
 KE1399
 KE1399|---------------------------------------------------------------------|
 KE1399| PID    Reference Object                     Distance      Geod. Az  |
 KE1399|                                                           dddmmss.s |
 KE1399| KE1396 LIBERTY MUNICIPAL TANK               47.622 METERS 00554     |
 KE1399| KE1398 LIBERTY                               9.705 METERS 07226     |
 KE1399| KE1348 SIBLEY PUBLIC SERV COMM STACK       APPROX.21.2 KM 1112804.5 |
 KE1399| KE1360 LAKE CITY ARSENAL RESIDENT TK       APPROX.21.7 KM 1473645.4 |
 KE1399| KE1364 INDEPENDENCE PWR AND LT STACK       APPROX.19.0 KM 1563914.8 |
 KE1399| KE1379 INDEPENDENCE RAD STA KXTR FM        APPROX.14.1 KM 1720023.5 |
 KE1399| KE1380 INDEPENDENCE RM 4                   APPROX.16.4 KM 1802655.9 |
 KE1399| KE1381 INDEPENDENCE N MUN TANK             APPROX.16.5 KM 1805112.9 |
 KE1399| KE1376 INDEPENDENCE ST MARYS CATH CH       APPROX.16.9 KM 1810806.0 |
 KE1399| CL7304 LIBERTY RM 4                         28.352 METERS 18314     |
 KE1399| KE1402 KANSAS CITY PWR AND LT STACK        APPROX.14.3 KM 2031146.8 |
 KE1399| CL7300 LIBERTY AZ MK 3                                    2103255.0 |
 KE1399| KE1437 KANSAS CITY SOU RWY MICROWAVE       APPROX.16.2 KM 2145706.1 |
 KE1399| KE1485 KANSAS CITY NOAA RADAR DOME         APPROX.21.8 KM 2220459.1 |
 KE1399| KE1394 KANSAS CITY NE TANK                 APPROX.10.3 KM 2251553.8 |
 KE1399| KE1441 KANSAS CITY NE ENGLEWOOD RD TK      APPROX.15.4 KM 2471709.1 |
 KE1399| KE1438 GLADSTONE ANTIOCH RD MUN TANK       APPROX.11.1 KM 2513330.4 |
 KE1399| KE1497 PARKVILLE PARK COLL MICROWAVE       APPROX.22.5 KM 2544743.3 |
 KE1399| KE1439 GLADSTONE US ENGRS RAD MAST         APPROX.13.7 KM 2553044.0 |
 KE1399| KE1440 GLADSTONE 71ST ST MUN TANK          APPROX.14.3 KM 2584704.8 |
 KE1399| KE1496 PLATT WOOD MUN TANK                 APPROX.21.1 KM 2651109.0 |
 KE1399| KE1425 VORTAC KANSAS CITY MKC              APPROX.15.8 KM 2822533.0 |
 KE1399| CL7303 LIBERTY RM 2                         48.506 METERS 28226     |
 KE1399| KE1418 LIBERTY NASHUA RD MUN TANK          APPROX. 3.1 KM 3025452.9 |
 KE1399| KE1417 LIBERTY MISSOURI ST MUN TANK        APPROX. 0.6 KM 3133109.6 |
 KE1399|---------------------------------------------------------------------|
 KE1399
 KE1399                          SUPERSEDED SURVEY CONTROL
 KE1399
 KE1399  NAD 83(1997)-  39 14 56.12530(N)    094 24 46.11007(W) AD(       ) 1
 KE1399  NAD 83(1986)-  39 14 56.13211(N)    094 24 46.10512(W) AD(       ) 1
 KE1399  NAD 27      -  39 14 56.12310(N)    094 24 45.28136(W) AD(       ) 1
 KE1399  NGVD 29 (07/19/86)  300.3    (m)          985.     (f) VERT ANG       
 KE1399
 KE1399.Superseded values are not recommended for survey control.
 KE1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1399.See file dsdata.txt to determine how the superseded data were derived.
 KE1399
 KE1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7809045352(NAD 83)
 KE1399_MARKER: DR = REFERENCE MARK DISK
 KE1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1399+STABILITY: SURFACE MOTION
 KE1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1399+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2002
 KE1399
 KE1399  HISTORY     - Date     Condition        Report By
 KE1399  HISTORY     - 1972     MONUMENTED       NGS
 KE1399  HISTORY     - 20020114 MARK NOT FOUND   NGS
 KE1399  HISTORY     - 20020218 GOOD             SKW
 KE1399  HISTORY     - 20050219 GOOD             GEOCAC
 KE1399  HISTORY     - 20060219 GOOD             GEOCAC
 KE1399
 KE1399                          STATION DESCRIPTION
 KE1399
 KE1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1399'THE STATION IS IN THE EAST EDGE OF LIBERTY, ON PROPERTY OF THE
 KE1399'WILLIAM JEWELL COLLEGE.  THE STATION IS JUST WEST OF THE MOUNT
 KE1399'MEMORIAL CEMETERY.  IT IS IN THE SOUTHWEST 1/4 OF SEC. 11, T. 51
 KE1399'N., R. 32 W.
 KE1399'
 KE1399'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED LIBERTY 1934
 KE1399'NO 3 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 KE1399'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 KE1399'IS 55.0 FEET WEST OF A STONE WALL AROUND A CEMETERY, 49.0 FEET
 KE1399'EAST-SOUTHEAST OF A MAN HOLE COVER AND 38.5 FEET SOUTHWEST OF A
 KE1399'30 INCH OAK TREE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 KE1399'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 KE1399'
 KE1399'LIBERTY 1934 IS A STANDARD DISK, STAMPED LIBERTY 1934, SET IN THE
 KE1399'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 KE1399'GROUND.  IT IS 78.5 FEET EAST OF THE CENTER OF THE MAN HOLE COVER,
 KE1399'25.0 FEET WEST OF THE STONE WALL AROUND THE CEMETERY AND 9.5 FEET
 KE1399'SOUTH-SOUTHWEST OF THE 30 INCH OAK TREE.
 KE1399'
 KE1399'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LIBERTY NO 2 1934, SET
 KE1399'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH
 KE1399'THE GROUND.  IT IS 111.0 FEET WEST-NORTHWEST OF THE CENTER OF THE
 KE1399'MAN HOLE COVER, 92.0 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 KE1399'THE PORCH OF THE PRESIDENTS HALL AND ABOUT 10 FEET LOWER THAN THE
 KE1399'STATION.
 KE1399'
 KE1399'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED LIBERTY 1934 NO 4 1972,
 KE1399'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 KE1399'FLUSH WITH THE GROUND.  IT IS 111.0 FEET SOUTH-SOUTHEAST OF THE
 KE1399'CENTER OF THE MAN HOLE COVER, 66.0 FEET WEST OF THE STONE WALL
 KE1399'AROUND THE CEMETERY, 38.0 FEET SOUTHEAST OF A 24 INCH OAK TREE AND
 KE1399'ABOUT 3 FEET LOWER THAN THE STATION.
 KE1399'
 KE1399'AZIMUTH MARK IS A STANDARD DISK, STAMPED LIBERTY 1934 AZ 3 1967,
 KE1399'CEMENTED IN A DRILL HOLE IN A SIDEWALK.  IT IS 40.0 FEET SOUTHWEST
 KE1399'OF THE NORTHWEST CORNER OF THE STUDENT UNION BUILDING, 24.0 FEET
 KE1399'WEST OF THE WEST WALL OF THE STUDENT UNION BUILDING AND 10.0 FEET
 KE1399'EAST OF THE CENTER OF A PAVED DRIVEWAY.
 KE1399'
 KE1399'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTHWEST FOR ABOUT
 KE1399'0.15 MILE TO THE STUDENT UNION BUILDING AND THE MARK ON THE WEST
 KE1399'SIDE OF BUILDING.
 KE1399'
 KE1399'NEAREST TOWN--IN LIBERTY.
 KE1399'
 KE1399'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 KE1399
 KE1399                          STATION RECOVERY (2002)
 KE1399
 KE1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1399'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1399
 KE1399                          STATION RECOVERY (2002)
 KE1399
 KE1399'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE1399'RECOVERED IN GOOD CONDITION.
 KE1399
 KE1399                          STATION RECOVERY (2005)
 KE1399
 KE1399'RECOVERY NOTE BY GEOCACHING 2005 (KHK)
 KE1399'RECOVERED IN GOOD CONDITION.
 KE1399
 KE1399                          STATION RECOVERY (2006)
 KE1399
 KE1399'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1399'THE STATION, LIBERTY 1934 AND REFERENCE MARK NUMBER 2 WERE FOUND AS
 KE1399'DESCRIBED. A VISUAL SEARCH FOR REFERENCE MARK NUMBER 4 WAS
 KE1399'UNSUCCESSFUL. THE AZIMUTH MARK WAS NOT SEARCHED FOR THIS DATE DUE TO
 KE1399'BUILDING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0918 ***********************************************************************
 HC0918  DESIGNATION -  LIBERTYVILE
 HC0918  PID         -  HC0918
 HC0918  STATE/COUNTY-  MO/ST FRANCOIS
 HC0918  USGS QUAD   -  WOMACK (1980)
 HC0918
 HC0918                         *CURRENT SURVEY CONTROL
 HC0918  ___________________________________________________________________
 HC0918* NAD 83(1997)-  37 42 08.47990(N)    090 14 39.43586(W)     ADJUSTED  
 HC0918* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 HC0918  ___________________________________________________________________
 HC0918  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 HC0918  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HC0918
 HC0918  HORZ ORDER  -  SECOND
 HC0918
 HC0918.The horizontal coordinates were established by classical geodetic methods
 HC0918.and adjusted by the National Geodetic Survey in February 2000..
 HC0918
 HC0918.The orthometric height was scaled from a topographic map.
 HC0918
 HC0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0918
 HC0918.The geoid height was determined by GEOID03.
 HC0918
 HC0918;                    North         East     Units Scale Factor Converg.
 HC0918;SPC MO E     -   207,428.553   272,548.826   MT  0.99993959   +0 09 23.0
 HC0918;UTM  15      - 4,176,366.072   742,942.600   MT  1.00032703   +1 41 10.0
 HC0918
 HC0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0918!SPC MO E     -   0.99994558  x   0.99993959  =   0.99988517
 HC0918!UTM  15      -   0.99994558  x   1.00032703  =   1.00027259
 HC0918
 HC0918|---------------------------------------------------------------------|
 HC0918| PID    Reference Object                     Distance      Geod. Az  |
 HC0918|                                                           dddmmss.s |
 HC0918| CI4506 LIBERTYVILE RM 1                     29.789 METERS 00011     |
 HC0918| CI4507 LIBERTYVILE RM 2                     24.730 METERS 09904     |
 HC0918| CI4505 LIBERTYVILE AZ MK                                  1702749.7 |
 HC0918| HC0955 COTTENER FIRE TOWER                 APPROX.26.7 KM 1732522.3 |
 HC0918| HC0942 FARMINGTON ST MENTAL HOSP STK       APPROX.18.7 KM 2922346.6 |
 HC0918| HC0924 LIBERTYVILLE MISS R FUEL MAST       APPROX. 4.0 KM 3430319.9 |
 HC0918|---------------------------------------------------------------------|
 HC0918
 HC0918                          SUPERSEDED SURVEY CONTROL
 HC0918
 HC0918  NAD 83(1997)-  37 42 08.48441(N)    090 14 39.43578(W) AD(       ) 2
 HC0918  NAD 83(1986)-  37 42 08.49148(N)    090 14 39.43339(W) AD(       ) 2
 HC0918  NAD 27      -  37 42 08.30600(N)    090 14 39.00200(W) AD(       ) 2
 HC0918
 HC0918.Superseded values are not recommended for survey control.
 HC0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0918.See file dsdata.txt to determine how the superseded data were derived.
 HC0918
 HC0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB4294376366(NAD 83)
 HC0918_MARKER: DS = TRIANGULATION STATION DISK
 HC0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0918+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 HC0918
 HC0918  HISTORY     - Date     Condition        Report By
 HC0918  HISTORY     - 1956     MONUMENTED       CGS
 HC0918  HISTORY     - 20031008 GOOD             MODNR
 HC0918
 HC0918                          STATION DESCRIPTION
 HC0918
 HC0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0918'THE STATION IS LOCATED ON THE TOP OF A PROMINENT TIMBERED RIDGE
 HC0918'ABOUT 2 MILES AIRLINE EAST-NORTHEAST OF LIBERTYVILLE, 3 MILES
 HC0918'AIRLINE NORTHWEST OF WOMACK, AND 10 MILES AIRLINE SOUTHEAST OF
 HC0918'FARMINGTON.
 HC0918'
 HC0918'TO REACH THE STATION FROM THE POST OFFICE IN WOMACK GO WEST ON
 HC0918'COUNTY ROAD T FOR 2.5 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 HC0918'RIGHT AND GO NORTHWEST 1.2 MILES TO A SIDE ROAD AND THE AZIMUTH
 HC0918'MARK ON THE RIGHT.  KEEP STRAIGHT AHEAD AND GO NORTH 0.6 MILE
 HC0918'TO A WIRE GATE.  PASS THROUGH THE GATE AND GO NORTH 0.1 MILE TO
 HC0918'A FORK.  TAKE THE LEFT FORK AND GO NORTHWEST AND NORTH 0.4 MILE
 HC0918'TO THE TOP OF THE RIDGE AND THE STATION.
 HC0918'
 HC0918'THE STATION MARK IS A STANDARD DISK STAMPED LIBERTYVILLE 1956 SET
 HC0918'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 HC0918'INCHES ABOVE THE GROUND.  IT IS 58 FEET WEST OF THE CENTERLINE
 HC0918'OF THE ROAD AND 64 FEET WEST OF A TRIANGULAR-BLAZED 10-INCH OAK.
 HC0918'
 HC0918'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LIBERTYVILLE
 HC0918'NO 1 1956 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HC0918'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 9 FEET EAST OF THE
 HC0918'CENTERLINE OF THE ROAD AND 4 FEET LOWER THAN THE STATION.
 HC0918'
 HC0918'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LIBERTYVILLE
 HC0918'NO 2 1956 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HC0918'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 10 FEET WEST OF THE
 HC0918'CENTERLINE OF THE ROAD AND 3 FEET LOWER THAN THE STATION.
 HC0918'
 HC0918'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LIBERTYVILLE 1956
 HC0918'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HC0918'6 INCHES ABOVE THE GROUND.  IT IS 15 FEET SOUTH OF THE CENTERLINE
 HC0918'OF A ROAD, 1 FOOT NORTH OF A FENCE LINE, AND 270 FEET EAST OF A
 HC0918'T-ROAD INTERSECTION.
 HC0918
 HC0918                          STATION RECOVERY (2003)
 HC0918
 HC0918'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (RWR)
 HC0918'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 HC0918'PLACED CARSONITE WITNESS POSTS TWO FEET NORTH OF STATION AND NINE
 HC0918'TENTH SOUTH OF AZIMUTH MARK. THE STATION IS LOCATED ON A TIMBERED HILL
 HC0918'AND NOT GPS VISIBLE.
 HC0918' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0924 ***********************************************************************
 HC0924  DESIGNATION -  LIBERTYVILLE MISS R FUEL MAST
 HC0924  PID         -  HC0924
 HC0924  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0924  USGS QUAD   -  KNOB LICK (1980)
 HC0924
 HC0924                         *CURRENT SURVEY CONTROL
 HC0924  ___________________________________________________________________
 HC0924* NAD 83(1997)-  37 44 13.25153(N)    090 15 27.30399(W)     ADJUSTED  
 HC0924* NAVD 88     -                                                        
 HC0924  ___________________________________________________________________
 HC0924  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 HC0924  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HC0924
 HC0924  HORZ ORDER  -  THIRD
 HC0924
 HC0924.The horizontal coordinates were established by classical geodetic methods
 HC0924.and adjusted by the National Geodetic Survey in February 2000..
 HC0924
 HC0924
 HC0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0924
 HC0924.The geoid height was determined by GEOID03.
 HC0924
 HC0924;                    North         East     Units Scale Factor Converg.
 HC0924;SPC MO E     -   211,272.008   271,366.358   MT  0.99993895   +0 08 54.1
 HC0924;UTM  15      - 4,180,178.040   741,657.417   MT  1.00031935   +1 40 45.4
 HC0924
 HC0924                          SUPERSEDED SURVEY CONTROL
 HC0924
 HC0924  NAD 83(1997)-  37 44 13.25535(N)    090 15 27.30320(W) AD(       ) 4
 HC0924  NAD 83(1986)-  37 44 13.26340(N)    090 15 27.30125(W) AD(       ) 4
 HC0924  NAD 27      -  37 44 13.07300(N)    090 15 26.86500(W) AD(       ) 3
 HC0924
 HC0924.Superseded values are not recommended for survey control.
 HC0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0924.See file dsdata.txt to determine how the superseded data were derived.
 HC0924
 HC0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB4165780178(NAD 83)
 HC0924_MARKER: 42 = RADIO/TV MAST
 HC0924
 HC0924  HISTORY     - Date     Condition        Report By
 HC0924  HISTORY     - 1956     FIRST OBSERVED   CGS
 HC0924
 HC0924                          STATION DESCRIPTION
 HC0924
 HC0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0924'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF
 HC0924'LIBERTYVILLE, NEAR THE STE. GENEVIEVE-ST FRANCOIS COUNTY
 HC0924'LINE, ON THE NORTH END OF A LONG TIMBERED RIDGE.
 HC0924'
 HC0924'THE MAST IS OF STEEL CONSTRUCTION, ALTERNATELY PAINTED ORANGE
 HC0924'AND WHITE, AND IS 120 FEET HIGH WITH A 3 FOOT SQUARE SCREEN
 HC0924'ON TOP.  THE TOP OF THE MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0845 ***********************************************************************
 HC0845  DESIGNATION -  LICKING
 HC0845  PID         -  HC0845
 HC0845  STATE/COUNTY-  MO/TEXAS
 HC0845  USGS QUAD   -  LICKING (1981)
 HC0845
 HC0845                         *CURRENT SURVEY CONTROL
 HC0845  ___________________________________________________________________
 HC0845* NAD 83(1997)-  37 29 58.20414(N)    091 49 45.70355(W)     ADJUSTED  
 HC0845* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 HC0845  ___________________________________________________________________
 HC0845  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 HC0845  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HC0845
 HC0845  HORZ ORDER  -  FIRST
 HC0845
 HC0845.The horizontal coordinates were established by classical geodetic methods
 HC0845.and adjusted by the National Geodetic Survey in February 2000..
 HC0845
 HC0845.The orthometric height was scaled from a topographic map.
 HC0845
 HC0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0845
 HC0845.The geoid height was determined by GEOID03.
 HC0845
 HC0845;                    North         East     Units Scale Factor Converg.
 HC0845;SPC MO C     -   185,095.956   559,298.250   MT  0.99997663   +0 24 29.8
 HC0845;SPC MO E     -   185,714.888   132,454.864   MT  1.00010347   -0 48 33.7
 HC0845;UTM  15      - 4,150,929.550   603,475.341   MT  0.99973189   +0 42 45.7
 HC0845
 HC0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0845!SPC MO C     -   0.99993787  x   0.99997663  =   0.99991450
 HC0845!SPC MO E     -   0.99993787  x   1.00010347  =   1.00004133
 HC0845!UTM  15      -   0.99993787  x   0.99973189  =   0.99966977
 HC0845
 HC0845|---------------------------------------------------------------------|
 HC0845| PID    Reference Object                     Distance      Geod. Az  |
 HC0845|                                                           dddmmss.s |
 HC0845| HC0884 TT 348 CWA                          284.786 METERS 05145     |
 HC0845| CN6597 LICKING RM 2                         32.614 METERS 05543     |
 HC0845| HC0842 LICKING GRADE SCHOOL CHIMNEY        APPROX. 2.6 KM 2470246.7 |
 HC0845| HC0846 LICKING HIGH SCHOOL CUPOLA          APPROX. 2.6 KM 2474544.5 |
 HC0845| CN6595 LICKING RM 3 AZIMUTH                               2644024.8 |
 HC0845| HC0887 TEXAS LOOKOUT TOWER                 APPROX.16.4 KM 3110400.5 |
 HC0845| CN6596 LICKING RM 1                         26.050 METERS 34624     |
 HC0845|---------------------------------------------------------------------|
 HC0845
 HC0845                          SUPERSEDED SURVEY CONTROL
 HC0845
 HC0845  NAD 83(1986)-  37 29 58.21660(N)    091 49 45.70161(W) AD(       ) 1
 HC0845  NAD 27      -  37 29 58.05900(N)    091 49 45.15000(W) AD(       ) 1
 HC0845
 HC0845.Superseded values are not recommended for survey control.
 HC0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0845.See file dsdata.txt to determine how the superseded data were derived.
 HC0845
 HC0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0347550930(NAD 83)
 HC0845_MARKER: DD = SURVEY DISK
 HC0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0845
 HC0845  HISTORY     - Date     Condition        Report By
 HC0845  HISTORY     - 1939     MONUMENTED       CGS
 HC0845
 HC0845                          STATION DESCRIPTION
 HC0845
 HC0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0845'STATION IS 1.4 MILES EAST OF THE TOWN OF LICKING, ON A
 HC0845'PROMINENT BUSHY HILL, IN THE SOUTHEAST QUARTER OF SECTION
 HC0845'5, R 8 W, T 38 N.  IT IS ON THE HIGHEST PART OF THE HILL,
 HC0845'47-FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 32, 5-FEET
 HC0845'SOUTH OF THE RIGHT-OF-WAY FENCE ON THE SOUTH SIDE OF THE ROAD,
 HC0845'AND ABOUT 50 YARDS SOUTHEAST OF A FARMHOUSE.  THE MARK
 HC0845'PROJECTS 2 INCHES ABOVE GROUND AND IS STAMPED
 HC0845'LICKING 1938.  THE STATION AND REFERENCE MARKS WERE
 HC0845'ESTABLISHED IN 1938 BUT WERE OCCUPIED IN 1939.  TO REACH THE
 HC0845'STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 63 AND
 HC0845'STATE HIGHWAY NO. 32 AT LICKING, DRIVE EAST 1.4 MILES TO
 HC0845'THE TOP OF THE HILL.
 HC0845'
 HC0845'REFERENCE MARK NO. 1 IS 85.46 FEET, 26.050 METERS, HORIZONTAL
 HC0845'DISTANCE, NORTH OF THE STATION AND IS ABOUT 5 FEET LOWER THAN THE
 HC0845'STATION.  IT IS IN THE OLD ROADBED AND IS 29-FEET SOUTH OF
 HC0845'THE RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF THE ROAD.  THE
 HC0845'MARK PROJECTS 2 INCHES ABOVE GROUND AND IS STAMPED
 HC0845'LICKING NO 1 1938.
 HC0845'
 HC0845'REFERENCE MARK NO. 2 IS 107.94 FEET, 32.901 METERS, HORIZONTAL
 HC0845'DISTANCE, EAST-NORTHEAST OF THE STATION AND IS ABOUT 2.3
 HC0845'FEET LOWER THAN THE STATION.  IT IS 7.5 FEET NORTH OF THE
 HC0845'RIGHT-OF-WAY FENCE ON THE SOUTH SIDE OF THE ROAD.  THE MARK
 HC0845'PROJECTS 2 INCHES ABOVE THE GROUND AND IS STAMPED
 HC0845'LICKING NO 2 1938.
 HC0845'
 HC0845'AZIMUTH MARK IS 0.3 MILE WEST BY SOUTH OF THE STATION, 1
 HC0845'FOOT NORTH OF THE RIGHT-OF-WAY FENCE ON THE SOUTH SIDE OF THE
 HC0845'ROAD, 40 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 32,
 HC0845'AND 24 FEET EAST OF A CATTLE GUARD.  THE MARK, NOTE 11A,
 HC0845'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED LICKING
 HC0845'NO 3 1938.
 HC0845'
 HC0845'B.M. TT 348 C.W.A. 1934 (U.S.G.S.) IS 1.5 MILE EAST OF TOWN OF LICKING
 HC0845'STATION, 30 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 32,
 HC0845'AND 17 FEET WEST OF THE CENTER OF A CROSS ROAD.  THE MARK
 HC0845'IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 HC0845'THE TOP OF A 6-INCH CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 HC0845'THE GROUND AND IS STAMPED TT 348 CWA 1366 FEET 1934.
 HC0845'
 HC0845'A 64-FOOT TOWER IS NEEDED TO SEE AN 87-FOOT LIGHT AT ZION
 HC0845'1938.
 HC0845'
 HC0845'A 64-FOOT TOWER IS NEEDED TO SEE A 100-FOOT LIGHT AT LOG
 HC0845'CABIN.
 HC0845'
 HC0845'A 64-FOOT TOWER IS NEEDED TO SEE A 100-FOOT LIGHT AT KINDERPOST
 HC0845'1938.
 HC0845'
 HC0845'A 64-FOOT TOWER IS NEEDED TO SEE A 100-FOOT LIGHT AT MAPLES
 HC0845'1938.
 HC0845'
 HC0845'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0842 ***********************************************************************
 HC0842  DESIGNATION -  LICKING GRADE SCHOOL CHIMNEY
 HC0842  PID         -  HC0842
 HC0842  STATE/COUNTY-  MO/TEXAS
 HC0842  USGS QUAD   -  LICKING (1981)
 HC0842
 HC0842                         *CURRENT SURVEY CONTROL
 HC0842  ___________________________________________________________________
 HC0842* NAD 83(1997)-  37 29 25.50918(N)    091 51 22.55326(W)     ADJUSTED  
 HC0842* NAVD 88     -                                                        
 HC0842  ___________________________________________________________________
 HC0842  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 HC0842  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HC0842
 HC0842  HORZ ORDER  -  THIRD
 HC0842
 HC0842.The horizontal coordinates were established by classical geodetic methods
 HC0842.and adjusted by the National Geodetic Survey in February 2000..
 HC0842
 HC0842
 HC0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0842
 HC0842.The geoid height was determined by GEOID03.
 HC0842
 HC0842;                    North         East     Units Scale Factor Converg.
 HC0842;SPC MO C     -   184,071.420   556,926.362   MT  0.99997324   +0 23 30.5
 HC0842;UTM  15      - 4,149,892.682   601,109.512   MT  0.99972592   +0 41 46.2
 HC0842
 HC0842                          SUPERSEDED SURVEY CONTROL
 HC0842
 HC0842  NAD 83(1986)-  37 29 25.52197(N)    091 51 22.55079(W) AD(       ) 4
 HC0842  NAD 27      -  37 29 25.36000(N)    091 51 22.01000(W) AD(       ) 3
 HC0842
 HC0842.Superseded values are not recommended for survey control.
 HC0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0842.See file dsdata.txt to determine how the superseded data were derived.
 HC0842
 HC0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0111049893(NAD 83)
 HC0842_MARKER: 85 = CHIMNEY
 HC0842
 HC0842  HISTORY     - Date     Condition        Report By
 HC0842  HISTORY     - 1939     FIRST OBSERVED   CGS
 HC0842
 HC0842                          STATION DESCRIPTION
 HC0842
 HC0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0842'THE CHIMNEY OF THE LICKING GRADE SCHOOL IN THE SOUTH EDGE
 HC0842'OF THE TOWN OF LICKING.  THE CENTER OF THE CHIMNEY WAS
 HC0842'OBSERVED UPON FROM TRIANGULATION STATIONS LICKING AND ZION.
 HC0842'THIS IS THE ONLY CHIMNEY ON THE NEW GRADE SCHOOL BUILDING WHICH IS
 HC0842'A STONE ONE STORY STRUCTURE.  THE CHIMNEY IS ABOUT 15 FEET
 HC0842'ABOVE THE TOP OF THE GRADE SCHOOL ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0846 ***********************************************************************
 HC0846  DESIGNATION -  LICKING HIGH SCHOOL CUPOLA
 HC0846  PID         -  HC0846
 HC0846  STATE/COUNTY-  MO/TEXAS
 HC0846  USGS QUAD   -  LICKING (1981)
 HC0846
 HC0846                         *CURRENT SURVEY CONTROL
 HC0846  ___________________________________________________________________
 HC0846* NAD 83(1997)-  37 29 26.44563(N)    091 51 23.15198(W)     ADJUSTED  
 HC0846* NAVD 88     -                                                        
 HC0846  ___________________________________________________________________
 HC0846  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 HC0846  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HC0846
 HC0846  HORZ ORDER  -  THIRD
 HC0846
 HC0846.The horizontal coordinates were established by classical geodetic methods
 HC0846.and adjusted by the National Geodetic Survey in February 2000..
 HC0846
 HC0846
 HC0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0846
 HC0846.The geoid height was determined by GEOID03.
 HC0846
 HC0846;                    North         East     Units Scale Factor Converg.
 HC0846;SPC MO C     -   184,100.188   556,911.457   MT  0.99997322   +0 23 30.1
 HC0846;UTM  15      - 4,149,921.364   601,094.459   MT  0.99972589   +0 41 45.9
 HC0846
 HC0846                          SUPERSEDED SURVEY CONTROL
 HC0846
 HC0846  NAD 83(1986)-  37 29 26.45819(N)    091 51 23.15031(W) AD(       ) 4
 HC0846  NAD 27      -  37 29 26.30100(N)    091 51 22.59600(W) AD(       ) 3
 HC0846
 HC0846.Superseded values are not recommended for survey control.
 HC0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0846.See file dsdata.txt to determine how the superseded data were derived.
 HC0846
 HC0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0109449921(NAD 83)
 HC0846_MARKER: 86 = CUPOLA
 HC0846
 HC0846  HISTORY     - Date     Condition        Report By
 HC0846  HISTORY     - 1939     FIRST OBSERVED   CGS
 HC0846
 HC0846                          STATION DESCRIPTION
 HC0846
 HC0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0846'THE CUPOLA ON TOP OF THE LICKING HIGH SCHOOL WHICH IS A TWO STORY
 HC0846'BRICK BUILDING.  THE CUPOLA IS ABOVE CENTER OF THE EAST SIDE
 HC0846'OF THE BUILDING.  THE HIGH SCHOOL IS IN THE SOUTH EDGE OF THE
 HC0846'TOWN OF LICKING AND JUST WEST OF THE LICKING GRADE SCHOOL.
 HC0846'
 HC0846'THE FINIAL WAS OBSERVED UPON FROM TRIANGULATION STATIONS
 HC0846'LICKING, ZION, MAPLES, KINDERPOST AND LOG CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0843 ***********************************************************************
 HC0843  DESIGNATION -  LICKING MUNICIPAL TANK
 HC0843  PID         -  HC0843
 HC0843  STATE/COUNTY-  MO/TEXAS
 HC0843  USGS QUAD   -  LICKING (1981)
 HC0843
 HC0843                         *CURRENT SURVEY CONTROL
 HC0843  ___________________________________________________________________
 HC0843* NAD 83(1997)-  37 29 23.91105(N)    091 51 22.66405(W)     ADJUSTED  
 HC0843* NAVD 88     -                                                        
 HC0843  ___________________________________________________________________
 HC0843  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 HC0843  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HC0843
 HC0843  HORZ ORDER  -  THIRD
 HC0843
 HC0843.The horizontal coordinates were established by classical geodetic methods
 HC0843.and adjusted by the National Geodetic Survey in February 2000..
 HC0843
 HC0843
 HC0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0843
 HC0843.The geoid height was determined by GEOID03.
 HC0843
 HC0843;                    North         East     Units Scale Factor Converg.
 HC0843;SPC MO C     -   184,022.134   556,923.977   MT  0.99997323   +0 23 30.4
 HC0843;SPC MO E     -   184,691.621   130,057.995   MT  1.00011048   -0 49 32.1
 HC0843;UTM  15      - 4,149,843.397   601,107.390   MT  0.99972592   +0 41 46.1
 HC0843
 HC0843                          SUPERSEDED SURVEY CONTROL
 HC0843
 HC0843  NAD 83(1986)-  37 29 23.92367(N)    091 51 22.66193(W) AD(       ) 4
 HC0843  NAD 27      -  37 29 23.76800(N)    091 51 22.10600(W) AD(       ) 3
 HC0843
 HC0843.Superseded values are not recommended for survey control.
 HC0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0843.See file dsdata.txt to determine how the superseded data were derived.
 HC0843
 HC0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0110749843(NAD 83)
 HC0843_MARKER: 53 = ELEVATED TANK
 HC0843
 HC0843  HISTORY     - Date     Condition        Report By
 HC0843  HISTORY     - 1947     FIRST OBSERVED   CGS
 HC0843
 HC0843                          STATION DESCRIPTION
 HC0843
 HC0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0843'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF THE POST OFFICE
 HC0843'IN LICKING, 1 BLOCK WEST OF STATE HIGHWAY 19 AND ABOUT
 HC0843'150 FEET SOUTH OF THE HIGH SCHOOL.  IT IS A SILVER PAINTED, STEEL
 HC0843'WATER TANK WITH 4 LEGS.  THE OVERALL HEIGHT IS ABOUT 135
 HC0843'FEET AND THE TANK IS A SHORT CYLINDER WITH ROUNDED TOP AND
 HC0843'BOTTOM AND A BALL ON TOP.
 HC0843'
 HC0843'THE POINT INTERSECTED WAS THE BALL ON TOP.
 HC0843'
 HC0843'TO REACH FROM THE POST OFFICE IN LICKING GO SOUTH ON STATE
 HC0843'HIGHWAY 19 FOR 0.5 MILE TO GRAVELED ROAD RIGHT JUST SOUTH OF
 HC0843'THE HIGH SCHOOL.  TURN RIGHT HERE AND GO 1 BLOCK TO STATION
 HC0843'ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0571 ***********************************************************************
 LE0571  DESIGNATION -  LIERLEY
 LE0571  PID         -  LE0571
 LE0571  STATE/COUNTY-  MO/DAVIESS
 LE0571  USGS QUAD   -  JAMESON (1984)
 LE0571
 LE0571                         *CURRENT SURVEY CONTROL
 LE0571  ___________________________________________________________________
 LE0571* NAD 83(1997)-  40 07 11.99058(N)    093 52 49.50687(W)     ADJUSTED  
 LE0571* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 LE0571  ___________________________________________________________________
 LE0571  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 LE0571  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LE0571
 LE0571  HORZ ORDER  -  FIRST
 LE0571
 LE0571.The horizontal coordinates were established by classical geodetic methods
 LE0571.and adjusted by the National Geodetic Survey in February 2000..
 LE0571
 LE0571.The orthometric height was scaled from a topographic map.
 LE0571
 LE0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0571
 LE0571.The geoid height was determined by GEOID03.
 LE0571
 LE0571;                    North         East     Units Scale Factor Converg.
 LE0571;SPC MO W     -   438,975.137   902,812.788   MT  0.99997550   +0 23 57.3
 LE0571;SPC MO C     -   476,685.050   382,333.224   MT  1.00010372   -0 53 22.7
 LE0571;UTM  15      - 4,441,447.332   424,978.943   MT  0.99966928   -0 34 02.5
 LE0571
 LE0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0571!SPC MO W     -   0.99995798  x   0.99997550  =   0.99993348
 LE0571!SPC MO C     -   0.99995798  x   1.00010372  =   1.00006170
 LE0571!UTM  15      -   0.99995798  x   0.99966928  =   0.99962727
 LE0571
 LE0571|---------------------------------------------------------------------|
 LE0571| PID    Reference Object                     Distance      Geod. Az  |
 LE0571|                                                           dddmmss.s |
 LE0571| CL9754 LIERLEY RM 1                         21.629 METERS 01020     |
 LE0571| CL9753 LIERLEY AZ MK                                      0351842.6 |
 LE0571| CL9755 LIERLEY RM 2                         40.791 METERS 14330     |
 LE0571|---------------------------------------------------------------------|
 LE0571
 LE0571                          SUPERSEDED SURVEY CONTROL
 LE0571
 LE0571  NAD 83(1997)-  40 07 11.99104(N)    093 52 49.50838(W) AD(       ) 1
 LE0571  NAD 83(1997)-  40 07 11.99254(N)    093 52 49.50963(W) AD(       ) 1
 LE0571  NAD 83(1986)-  40 07 11.99202(N)    093 52 49.50822(W) AD(       ) 1
 LE0571  NAD 27      -  40 07 11.96990(N)    093 52 48.68930(W) AD(       ) 1
 LE0571
 LE0571.Superseded values are not recommended for survey control.
 LE0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0571.See file dsdata.txt to determine how the superseded data were derived.
 LE0571
 LE0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE2497941447(NAD 83)
 LE0571_MARKER: DS = TRIANGULATION STATION DISK
 LE0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0571
 LE0571  HISTORY     - Date     Condition        Report By
 LE0571  HISTORY     - 1948     MONUMENTED       CGS
 LE0571  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LE0571
 LE0571                          STATION DESCRIPTION
 LE0571
 LE0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 LE0571'STATION IS LOCATED ABOUT 1.5 MILES SOUTH-SOUTHWEST OF GILMAN CITY
 LE0571'ON PROPERTY OWNED BY MR. ALBERT LIERLEY.  IT IS NEAR THE EAST SIDE
 LE0571'OF A WIDE LANE LEADING NORTH FROM THE BARN, 159 FEET
 LE0571'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BARN AND 12 FEET
 LE0571'WEST OF THE EAST LANE FENCE.  IT IS STAMPED LIERLEY 1948 AND IS
 LE0571'FLUSH WITH THE GROUND.
 LE0571'
 LE0571'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE LANE AND 1 FOOT
 LE0571'WEST OF THE FENCE LINE.  IT IS STAMPED LIERLEY NO 1 1948 AND IS
 LE0571'FLUSH WITH THE GROUND.
 LE0571'
 LE0571'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF THE HOG LOT, 69 FEET
 LE0571'EAST OF THE SOUTH END OF A BOARD GATE AND FENCE CORNER AND 1 FOOT
 LE0571'NORTH OF THE EAST-WEST FENCE.  IT IS STAMPED LIERLEY NO 2 1948 AND
 LE0571'IS FLUSH WITH THE GROUND.
 LE0571'
 LE0571'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 30 FEET WEST OF THE CENTER
 LE0571'OF COUNTY ROUTE K, 5 FEET SOUTH OF A T-FENCE CORNER, 1 FOOT EAST OF
 LE0571'THE NORTH-SOUTH FENCE AND 2 FEET SOUTH OF A WITNESS POST.  IT IS
 LE0571'STAMPED LIERLEY 1948 AND PROJECTS 8 INCHES.
 LE0571'
 LE0571'TO REACH FROM THE GILMAN CITY POST OFFICE, GO WEST FOR 0.3 MILE TO
 LE0571'A T-INTERSECTION, TURN LEFT, SOUTH, ON COUNTY ROUTE K FOR 1.4 MILES
 LE0571'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR 0.25 MILE TO
 LE0571'A CROSSROAD, TURN WEST FOR 0.15 MILE TO THE FARM HOUSE ON THE
 LE0571'RIGHT AND A WIRE GATE LEADING TO THE BARN YARD, GO THROUGH GATE
 LE0571'AND FOLLOW LANE NORTH FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 LE0571'
 LE0571'AN 87 FOOT SIGNAL AT GRUNDY IS VISIBLE AT 40 FEET.
 LE0571'
 LE0571'AN 87 FOOT SIGNAL AT MADISON IS VISIBLE AT 25 FEET.
 LE0571'
 LE0571'AN 87 FOOT SIGNAL AT JAMESPORT IS VISIBLE AT 60 FEET.
 LE0571'
 LE0571'AN 87 FEET SIGNAL AT GALLATIN IS VISIBLE AT 30 FEET.
 LE0571'
 LE0571'AN 87 FOOT SIGNAL AT LONG IS VISIBLE AT 10 FEET.
 LE0571'
 LE0571'AN 87 FOOT SIGNAL AT CHAPMAN IS VISIBLE FROM THE GROUND.
 LE0571'
 LE0571'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LE0571
 LE0571                          STATION RECOVERY (1966)
 LE0571
 LE0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LE0571'THE FARM BUILDINGS AROUND THE STATION SITE HAVE BEEN REMOVED AND
 LE0571'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LE0571'HAVE BEEN DESTROYED.  IT IS ASSUMED THE UNDERGROUND STATION MARK IS
 LE0571'STILL IN PLACE, BUT THE MARK WAS NOT RECOVERED.
 LE0571'
 LE0571'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A METAL
 LE0571'WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1806 ***********************************************************************
 GD1806  DESIGNATION -  LILBOURN FED COMP CO E TANK
 GD1806  PID         -  GD1806
 GD1806  STATE/COUNTY-  MO/NEW MADRID
 GD1806  USGS QUAD   -  NEW MADRID (1971)
 GD1806
 GD1806                         *CURRENT SURVEY CONTROL
 GD1806  ___________________________________________________________________
 GD1806* NAD 83(1997)-  36 35 55.38581(N)    089 36 38.01647(W)     ADJUSTED  
 GD1806* NAVD 88     -                                                        
 GD1806  ___________________________________________________________________
 GD1806  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 GD1806  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1806
 GD1806  HORZ ORDER  -  THIRD
 GD1806
 GD1806.The horizontal coordinates were established by classical geodetic methods
 GD1806.and adjusted by the National Geodetic Survey in February 2000..
 GD1806
 GD1806
 GD1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1806
 GD1806.The geoid height was determined by GEOID03.
 GD1806
 GD1806;                    North         East     Units Scale Factor Converg.
 GD1806;SPC MO E     -    85,292.047   329,580.253   MT  1.00001133   +0 31 49.1
 GD1806;SPC TN       -   257,309.809   276,998.254   MT  1.00003736   -2 06 49.6
 GD1806;SPC TN       -   844,190.60    908,785.10   sFT  1.00003736   -2 06 49.6
 GD1806;UTM  16      - 4,053,531.375   266,484.154   MT  1.00027187   -1 33 25.7
 GD1806
 GD1806                          SUPERSEDED SURVEY CONTROL
 GD1806
 GD1806  NAD 83(1997)-  36 35 55.38607(N)    089 36 38.01648(W) AD(       ) 4
 GD1806  NAD 83(1997)-  36 35 55.38650(N)    089 36 38.01628(W) AD(       ) 4
 GD1806  NAD 83(1997)-  36 35 55.39609(N)    089 36 38.01231(W) AD(       ) 4
 GD1806  NAD 83(1986)-  36 35 55.39754(N)    089 36 38.01577(W) AD(       ) 4
 GD1806  NAD 27      -  36 35 55.18100(N)    089 36 37.72800(W) AD(       ) 3
 GD1806
 GD1806.Superseded values are not recommended for survey control.
 GD1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1806.See file dsdata.txt to determine how the superseded data were derived.
 GD1806
 GD1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6648453531(NAD 83)
 GD1806_MARKER: 53 = ELEVATED TANK
 GD1806
 GD1806  HISTORY     - Date     Condition        Report By
 GD1806  HISTORY     - 1954     FIRST OBSERVED   CGS
 GD1806  HISTORY     - 1955     GOOD             CGS
 GD1806  HISTORY     - 1970     GOOD             NGS
 GD1806
 GD1806                          STATION DESCRIPTION
 GD1806
 GD1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1806'THE STATION IS LOCATED ON PROPERTY OWNED BY THE FEDERAL COMPRESS AND
 GD1806'WAREHOUSE COMPANY AT THE NORTHEAST EDGE OF LILBOURN.  IT IS 120 FEET
 GD1806'SOUTH OF THE SOUTH SIDE OF THE OFFICE BUILDING AND 120 FEET EAST OF
 GD1806'THE EAST SIDE OF THE WAREHOUSE.  IT IS A 4 LEGGED STEEL STRUCTURE
 GD1806'SUPPORTING THE TANK PROPER AND THE TANK HAS A CONICAL SHAPED ROOF
 GD1806'WITH A BALL AT THE APEX.  THE OVERALL HEIGHT IS ABOUT 125 FEET.
 GD1806'
 GD1806'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 GD1806
 GD1806                          STATION RECOVERY (1955)
 GD1806
 GD1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1806'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GD1806
 GD1806                          STATION RECOVERY (1970)
 GD1806
 GD1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1806'THE TANK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1807 ***********************************************************************
 GD1807  DESIGNATION -  LILBOURN FED COMP CO W TANK
 GD1807  PID         -  GD1807
 GD1807  STATE/COUNTY-  MO/NEW MADRID
 GD1807  USGS QUAD   -  NEW MADRID (1971)
 GD1807
 GD1807                         *CURRENT SURVEY CONTROL
 GD1807  ___________________________________________________________________
 GD1807* NAD 83(1997)-  36 35 54.68277(N)    089 36 49.62617(W)     ADJUSTED  
 GD1807* NAVD 88     -                                                        
 GD1807  ___________________________________________________________________
 GD1807  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GD1807  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1807
 GD1807  HORZ ORDER  -  THIRD
 GD1807
 GD1807.The horizontal coordinates were established by classical geodetic methods
 GD1807.and adjusted by the National Geodetic Survey in February 2000..
 GD1807
 GD1807
 GD1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1807
 GD1807.The geoid height was determined by GEOID03.
 GD1807
 GD1807;                    North         East     Units Scale Factor Converg.
 GD1807;SPC MO E     -    85,267.710   329,291.905   MT  1.00001077   +0 31 42.2
 GD1807;SPC TN       -   257,298.800   276,709.083   MT  1.00003731   -2 06 56.4
 GD1807;SPC TN       -   844,154.48    907,836.38   sFT  1.00003731   -2 06 56.4
 GD1807;UTM  16      - 4,053,517.554   266,195.035   MT  1.00027353   -1 33 32.6
 GD1807
 GD1807                          SUPERSEDED SURVEY CONTROL
 GD1807
 GD1807  NAD 83(1997)-  36 35 54.68309(N)    089 36 49.62621(W) AD(       ) 4
 GD1807  NAD 83(1997)-  36 35 54.68345(N)    089 36 49.62597(W) AD(       ) 4
 GD1807  NAD 83(1997)-  36 35 54.69296(N)    089 36 49.62183(W) AD(       ) 4
 GD1807  NAD 83(1986)-  36 35 54.69481(N)    089 36 49.62585(W) AD(       ) 4
 GD1807  NAD 27      -  36 35 54.47800(N)    089 36 49.33700(W) AD(       ) 3
 GD1807
 GD1807.Superseded values are not recommended for survey control.
 GD1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1807.See file dsdata.txt to determine how the superseded data were derived.
 GD1807
 GD1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6619553518(NAD 83)
 GD1807_MARKER: 53 = ELEVATED TANK
 GD1807
 GD1807  HISTORY     - Date     Condition        Report By
 GD1807  HISTORY     - 1954     FIRST OBSERVED   CGS
 GD1807  HISTORY     - 1970     GOOD             NGS
 GD1807
 GD1807                          STATION DESCRIPTION
 GD1807
 GD1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1807'THE STATION IS LOCATED ON PROPERTY OWNED BY THE FEDERAL COMPRESS
 GD1807'AND WAREHOUSE COMPANY AT THE NORTHEAST EDGE OF LILBOURN.  IT IS 65
 GD1807'FEET WEST OF THE SOUTHWEST CORNER OF THE WAREHOUSE AND 40 FEET
 GD1807'SOUTH OF THE SOUTH RAIL OF A RAILROAD SIDING.  IT IS A 4-LEGGED
 GD1807'STEEL STRUCTURE SUPPORTING THE TANK PROPER AND THE TANK HAS A
 GD1807'DOME SHAPED ROOF WITH A BALL AT THE APEX.  THE OVERALL HEIGHT IS
 GD1807'ABOUT 125 FEET.
 GD1807'
 GD1807'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 GD1807
 GD1807                          STATION RECOVERY (1970)
 GD1807
 GD1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1807'THE TANK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1808 ***********************************************************************
 GD1808  DESIGNATION -  LILBOURN MUNICIPAL TANK
 GD1808  PID         -  GD1808
 GD1808  STATE/COUNTY-  MO/NEW MADRID
 GD1808  USGS QUAD   -  NEW MADRID (1971)
 GD1808
 GD1808                         *CURRENT SURVEY CONTROL
 GD1808  ___________________________________________________________________
 GD1808* NAD 83(1997)-  36 35 35.45374(N)    089 36 59.19121(W)     ADJUSTED  
 GD1808* NAVD 88     -                                                        
 GD1808  ___________________________________________________________________
 GD1808  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GD1808  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GD1808
 GD1808  HORZ ORDER  -  THIRD
 GD1808
 GD1808.The horizontal coordinates were established by classical geodetic methods
 GD1808.and adjusted by the National Geodetic Survey in February 2000..
 GD1808
 GD1808
 GD1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1808
 GD1808.The geoid height was determined by GEOID03.
 GD1808
 GD1808;                    North         East     Units Scale Factor Converg.
 GD1808;SPC MO E     -    84,672.805   329,059.624   MT  1.00001031   +0 31 36.3
 GD1808;SPC TN       -   256,715.227   276,449.600   MT  1.00003607   -2 07 02.0
 GD1808;SPC TN       -   842,239.87    906,985.06   sFT  1.00003607   -2 07 02.0
 GD1808;UTM  16      - 4,052,931.349   265,941.174   MT  1.00027500   -1 33 37.6
 GD1808
 GD1808                          SUPERSEDED SURVEY CONTROL
 GD1808
 GD1808  NAD 83(1997)-  36 35 35.45408(N)    089 36 59.19122(W) AD(       ) 4
 GD1808  NAD 83(1997)-  36 35 35.45443(N)    089 36 59.19105(W) AD(       ) 4
 GD1808  NAD 83(1997)-  36 35 35.46395(N)    089 36 59.18670(W) AD(       ) 4
 GD1808  NAD 83(1986)-  36 35 35.46574(N)    089 36 59.19087(W) AD(       ) 4
 GD1808  NAD 27      -  36 35 35.24900(N)    089 36 58.90400(W) AD(       ) 3
 GD1808
 GD1808.Superseded values are not recommended for survey control.
 GD1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1808.See file dsdata.txt to determine how the superseded data were derived.
 GD1808
 GD1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6594152931(NAD 83)
 GD1808_MARKER: 53 = ELEVATED TANK
 GD1808
 GD1808  HISTORY     - Date     Condition        Report By
 GD1808  HISTORY     - 1954     FIRST OBSERVED   CGS
 GD1808  HISTORY     - 1970     GOOD             NGS
 GD1808
 GD1808                          STATION DESCRIPTION
 GD1808
 GD1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1808'THE STATION IS LOCATED NEAR THE WEST EDGE OF LILBOURN, ABOUT 1 BLOCK
 GD1808'WEST OF THE BUSINESS DISTRICT AND 50 FEET EAST OF THE EAST RAIL OF
 GD1808'A RAILROAD SIDING.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE
 GD1808'TANK PROPER AND THE TANK HAS A DOME SHAPED ROOF WITH A BALL AT THE
 GD1808'APEX.  THE OVERALL HEIGHT IS ABOUT 100 FEET.
 GD1808'
 GD1808'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 GD1808
 GD1808                          STATION RECOVERY (1970)
 GD1808
 GD1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1808'THE TANK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1263 ***********************************************************************
 HD1263  DESIGNATION -  LILE
 HD1263  PID         -  HD1263
 HD1263  STATE/COUNTY-  MO/GREENE
 HD1263  USGS QUAD   -  OAK GROVE HEIGHTS (1975)
 HD1263
 HD1263                         *CURRENT SURVEY CONTROL
 HD1263  ___________________________________________________________________
 HD1263* NAD 83(1997)-  37 14 46.03855(N)    093 07 18.14049(W)     ADJUSTED  
 HD1263* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 HD1263  ___________________________________________________________________
 HD1263  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 HD1263  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HD1263
 HD1263  HORZ ORDER  -  THIRD
 HD1263
 HD1263.The horizontal coordinates were established by classical geodetic methods
 HD1263.and adjusted by the National Geodetic Survey in February 2000..
 HD1263
 HD1263.The orthometric height was scaled from a topographic map.
 HD1263
 HD1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1263
 HD1263.The geoid height was determined by GEOID03.
 HD1263
 HD1263;                    North         East     Units Scale Factor Converg.
 HD1263;SPC MO C     -   156,946.471   444,843.199   MT  0.99997080   -0 22 34.6
 HD1263;UTM  15      - 4,122,182.970   489,206.107   MT  0.99960144   -0 04 25.2
 HD1263
 HD1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1263!SPC MO C     -   0.99993454  x   0.99997080  =   0.99990534
 HD1263!UTM  15      -   0.99993454  x   0.99960144  =   0.99953601
 HD1263
 HD1263:                Primary Azimuth Mark                     Grid Az
 HD1263:SPC MO C     -  LILE AZ MK                               029 45 13.5
 HD1263:UTM  15      -  LILE AZ MK                               029 27 04.1
 HD1263
 HD1263|---------------------------------------------------------------------|
 HD1263| PID    Reference Object                     Distance      Geod. Az  |
 HD1263|                                                           dddmmss.s |
 HD1263| CN6598 LILE AZ MK                                         0292238.9 |
 HD1263| CN6599 LILE RM 1                            16.972 METERS 06248     |
 HD1263| HD1274 SPRINGFIELD TV STA KTTS TOWER       APPROX.11.0 KM 2564957.4 |
 HD1263| CN6600 LILE RM 2                            18.983 METERS 35007     |
 HD1263|---------------------------------------------------------------------|
 HD1263
 HD1263                          SUPERSEDED SURVEY CONTROL
 HD1263
 HD1263  NAD 83(1997)-  37 14 46.03874(N)    093 07 18.14038(W) AD(       ) 3
 HD1263  NAD 83(1986)-  37 14 46.05172(N)    093 07 18.13998(W) AD(       ) 3
 HD1263  NAD 27      -  37 14 45.87290(N)    093 07 17.48520(W) AD(       ) 3
 HD1263
 HD1263.Superseded values are not recommended for survey control.
 HD1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1263.See file dsdata.txt to determine how the superseded data were derived.
 HD1263
 HD1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8920622183(NAD 83)
 HD1263_MARKER: DS = TRIANGULATION STATION DISK
 HD1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1263
 HD1263  HISTORY     - Date     Condition        Report By
 HD1263  HISTORY     - 1960     MONUMENTED       CGS
 HD1263
 HD1263                          STATION DESCRIPTION
 HD1263
 HD1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1263'THE STATION IS ABOUT 8-1/2 MILES EAST OF SPRINGFIELD, 1-1/2
 HD1263'MILES SOUTH OF THE SMALL VILLAGE OF STRAFFORD, IN THE
 HD1263'SOUTHEAST QUARTER OF SECTION 4, T 29 N, R 20 W AND ON PROPERTY
 HD1263'OWNED BY MR. ESTELL LILE.
 HD1263'
 HD1263'TO REACH THE STATION FROM THE RAILROAD CROSSING ABOUT 1
 HD1263'BLOCK WEST OF THE RAILROAD DEPOT IN STRAFFORD, GO SOUTH AND
 HD1263'EAST ON THE BLACKTOP ROAD FOR 0.15 MILE TO A SIDE ROAD ON
 HD1263'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE BLACKTOP ROAD FOR
 HD1263'1.0 MILE TO A FOUR FOOT HIGH STONE WALL ON THE LEFT AND THE
 HD1263'AZIMUTH MARK 94 FEET SOUTHEAST OF THE SOUTH END OF THE STONE
 HD1263'WALL.  CONTINUE SOUTH FOR 0.35 MILE TO A CROSSROAD.  TURN
 HD1263'RIGHT AND GO WESTERLY FOR 0.3 MILE TO THE STATION ON THE
 HD1263'RIGHT WHERE THE ROAD MAKES A TURN TO THE LEFT.
 HD1263'
 HD1263'STATION MARKS ARE STANDARD DISKS STAMPED LILE 1960.  THE
 HD1263'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HD1263'THE SURFACE OF THE GROUND.  IT IS 31 FEET NORTHWEST OF THE
 HD1263'CENTER OF THE GRAVEL ROAD, 21 FEET NORTHEAST OF A T-INTERSECTION
 HD1263'IN THE FENCE, 14.7 FEET NORTHEAST OF A METAL WITNESS POST,
 HD1263'12.5 FEET EAST OF A NORTH-SOUTH FENCE AND IN THE SOUTHWEST
 HD1263'CORNER OF A CULTIVATED FIELD.  THE UNDERGROUND DISK IS SET
 HD1263'IN AN IRREGULAR MASS OF CONCRETE 28 INCHES BELOW THE SURFACE
 HD1263'OF THE GROUND.
 HD1263'
 HD1263'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LILE NO 1
 HD1263'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 HD1263'INCHES.  IT IS 17.5 FEET NORTHWEST OF THE CENTER OF THE
 HD1263'GRAVEL ROAD AND 1.5 FEET NORTHWEST OF AN EAST-WEST FENCE.
 HD1263'
 HD1263'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LILE NO 2
 HD1263'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 HD1263'INCHES.  IT IS 78 FEET NORTH OF THE T-INTERSECTION IN THE
 HD1263'FENCE AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE.
 HD1263'
 HD1263'AZIMUTH MARK, A STANDARD DISK STAMPED LILE 1960, IS SET IN
 HD1263'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 55
 HD1263'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FENCE, 23 FEET
 HD1263'WEST OF THE CENTER OF THE BLACKTOP ROAD, 12 FEET SOUTH OF A POWER
 HD1263'POLE AND 2.1 FEET NORTH OF A METAL WITNESS POST.
 HD1263'
 HD1263'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HD1263'
 HD1263'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1422 ***********************************************************************
 JC1422  DESIGNATION -  LIME
 JC1422  PID         -  JC1422
 JC1422  STATE/COUNTY-  MO/WARREN
 JC1422  USGS QUAD   -  WARRENTON (1985)
 JC1422
 JC1422                         *CURRENT SURVEY CONTROL
 JC1422  ___________________________________________________________________
 JC1422* NAD 83(1997)-  38 51 07.69212(N)    091 08 35.46289(W)     ADJUSTED  
 JC1422* NAVD 88     -       249.8    (meters)     820.     (feet)  VERTCON   
 JC1422  ___________________________________________________________________
 JC1422  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 JC1422  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JC1422
 JC1422  HORZ ORDER  -  SECOND
 JC1422
 JC1422.The horizontal coordinates were established by classical geodetic methods
 JC1422.and adjusted by the National Geodetic Survey in February 2000..
 JC1422
 JC1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1422
 JC1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1422
 JC1422.The geoid height was determined by GEOID03.
 JC1422
 JC1422;                    North         East     Units Scale Factor Converg.
 JC1422;SPC MO E     -   335,213.560   194,170.962   MT  0.99997170   -0 24 12.6
 JC1422;UTM  15      - 4,302,006.372   661,125.124   MT  0.99991969   +1 09 54.2
 JC1422
 JC1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1422!SPC MO E     -   0.99996580  x   0.99997170  =   0.99993750
 JC1422!UTM  15      -   0.99996580  x   0.99991969  =   0.99988549
 JC1422
 JC1422|---------------------------------------------------------------------|
 JC1422| PID    Reference Object                     Distance      Geod. Az  |
 JC1422|                                                           dddmmss.s |
 JC1422| CN7283 LIME RM 1                            31.858 METERS 09200     |
 JC1422| JC1415 WRIGHT CITY BEL TEL MICROWAVE       APPROX. 8.9 KM 1064612.9 |
 JC1422| JC1414 WARRENTON CATH RETREAT TANK         APPROX. 6.4 KM 1464230.0 |
 JC1422| JC1421 RADIO MAST 2                        APPROX. 2.6 KM 1693724.3 |
 JC1422| JC1419 WARRENTON N MUN TANK                APPROX. 4.2 KM 1793507.5 |
 JC1422| JC1418 WARRENTON S MUN TANK                APPROX. 4.5 KM 1824737.8 |
 JC1422| CN7284 LIME RM 2                            22.680 METERS 26758     |
 JC1422|---------------------------------------------------------------------|
 JC1422
 JC1422                          SUPERSEDED SURVEY CONTROL
 JC1422
 JC1422  NAD 83(1997)-  38 51 07.69783(N)    091 08 35.46300(W) AD(       ) 2
 JC1422  NAD 83(1986)-  38 51 07.71147(N)    091 08 35.46054(W) AD(       ) 2
 JC1422  NAD 27      -  38 51 07.54431(N)    091 08 34.92894(W) AD(       ) 2
 JC1422  NGVD 29 (07/19/86)  249.8    (m)          820.     (f) VERT ANG       
 JC1422
 JC1422.Superseded values are not recommended for survey control.
 JC1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1422.See file dsdata.txt to determine how the superseded data were derived.
 JC1422
 JC1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD6112502006(NAD 83)
 JC1422_MARKER: DD = SURVEY DISK
 JC1422_SETTING: 0 = UNSPECIFIED SETTING
 JC1422
 JC1422  HISTORY     - Date     Condition        Report By
 JC1422  HISTORY     - 1970     MONUMENTED       USGS
 JC1422
 JC1422                          STATION DESCRIPTION
 JC1422
 JC1422'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1422'THE STATION IS LOCATED ABOUT 2.75 MI N. OF WARRENTON, ABOUT 0.15
 JC1422'MI W. OF THE CENTER OF SEC. 9, T. 47 N., R. 2 W., 0.4 MI W. OF
 JC1422'STATE HWY. 47, ON THE PROPERTY OF MR. LESTER WINDMAN AND ABOUT
 JC1422'0.2 MI S. OF HIS HOUSE.
 JC1422'
 JC1422'TO REACH THE STATION FROM THE WARRENTON POST OFFICE, DRIVE E. FOR
 JC1422'0.1 MI ON CO. HWY. MM TO THE JCT. WITH STATE HWY. 47, TURN LEFT
 JC1422'AND DRIVE N. ON HWY. 47 FOR 2.9 MI TO THE JCT. OF A PRIVATE
 JC1422'RD. LEADING W., TURN LEFT ONTO PRIVATE RD. AND DRIVE W. FOR 0.4 MI
 JC1422'TO A RIGHT ANGLE CURVE IN RD. AND STATION ON THE LEFT.
 JC1422'
 JC1422'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED LIME
 JC1422'1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN
 JC1422'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION MARK IS
 JC1422'12 IN. BELOW GROUND.  REFERENCE MARKS ARE ABOUT FLUSH WITH GROUND.
 JC1422'
 JC1422'STATION MARK IS 15 FT SW. OF CENTER OF CURVE IN PRIVATE RD., 13.6
 JC1422'FT E.-NE. OF A LARGE SQUARE POST, WHICH IS ON MR. WINDMANS
 JC1422'S. PROPERTY LINE, 3.5 FT N. OF THE PROPERTY LINE, 2 FT S. OF THE
 JC1422'E.-W. TANGENT OF THE RD. AND 3 FT E. OF THE N.-S. TANGENT OF RD.
 JC1422'
 JC1422'REFERENCE MARK 1 IS 104.52 FT (31.857 M.) E. OF STATION, ON THE
 JC1422'E.-W. PROPERTY LINE AND 7.5 FT S. OF THE CENTER OF THE PRIVATE RD.
 JC1422'
 JC1422'REFERENCE MARK 2 IS 74.41 FT (22.680 M.) W. OF STATION, 61 FT
 JC1422'W. OF THE LARGE SQUARE POST AND 0.5 FT N. OF E.-W. PROPERTY LINE
 JC1422'FENCE.
 JC1422'
 JC1422'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 178.89 FT
 JC1422'(54.526 M.)
 JC1422'
 JC1422'A MICRO TOWER IN WRIGHT CITY AND A RADIO MAST AND WATER TANK IN
 JC1422'WARRENTON ARE VISIBLE FROM GROUND FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1274 ***********************************************************************
 JD1274  DESIGNATION -  LINCOLN
 JD1274  PID         -  JD1274
 JD1274  STATE/COUNTY-  MO/BENTON
 JD1274  USGS QUAD   -  LINCOLN (1961)
 JD1274
 JD1274                         *CURRENT SURVEY CONTROL
 JD1274  ___________________________________________________________________
 JD1274* NAD 83(1997)-  38 22 57.66112(N)    093 20 01.99076(W)     ADJUSTED  
 JD1274* NAVD 88     -       294.625  (meters)     966.62   (feet)  ADJUSTED  
 JD1274  ___________________________________________________________________
 JD1274  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 JD1274  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JD1274  DYNAMIC HT  -         294.418 (meters)     965.94  (feet)  COMP
 JD1274  MODELED GRAV-     979,919.4   (mgal)                       NAVD 88
 JD1274
 JD1274  HORZ ORDER  -  SECOND
 JD1274  VERT ORDER  -  SECOND    CLASS 0
 JD1274
 JD1274.The horizontal coordinates were established by classical geodetic methods
 JD1274.and adjusted by the National Geodetic Survey in February 2000..
 JD1274
 JD1274.The orthometric height was determined by differential leveling
 JD1274.and adjusted by the National Geodetic Survey in June 1991..
 JD1274
 JD1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1274
 JD1274.The geoid height was determined by GEOID03.
 JD1274
 JD1274.The dynamic height is computed by dividing the NAVD 88
 JD1274.geopotential number by the normal gravity value computed on the
 JD1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1274.degrees latitude (g = 980.6199 gals.).
 JD1274
 JD1274.The modeled gravity was interpolated from observed gravity values.
 JD1274
 JD1274;                    North         East     Units Scale Factor Converg.
 JD1274;SPC MO C     -   283,236.524   427,144.216   MT  0.99999868   -0 31 04.1
 JD1274;UTM  15      - 4,248,328.710   470,838.623   MT  0.99961047   -0 12 26.3
 JD1274
 JD1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1274!SPC MO C     -   0.99995885  x   0.99999868  =   0.99995753
 JD1274!UTM  15      -   0.99995885  x   0.99961047  =   0.99956934
 JD1274
 JD1274:                Primary Azimuth Mark                     Grid Az
 JD1274:SPC MO C     -  LINCOLN AZ MK                            025 01 15.2
 JD1274:UTM  15      -  LINCOLN AZ MK                            024 42 37.4
 JD1274
 JD1274|---------------------------------------------------------------------|
 JD1274| PID    Reference Object                     Distance      Geod. Az  |
 JD1274|                                                           dddmmss.s |
 JD1274| CN7285 LINCOLN AZ MK                                      0243011.1 |
 JD1274| JD2680 COLE CAMP MUNICIPAL TANK            APPROX.14.0 KM 0534444.2 |
 JD1274| JD2673 BETHLEHEM LUTHERAN CH SPIRE         APPROX.19.8 KM 0770459.0 |
 JD1274| JD1273 LINCOLN RM 1                         22.050 METERS 17725     |
 JD1274| JD1269 LINCOLN AZ MK RESET                                2075359.0 |
 JD1274| JD1272 LINCOLN RM 3                         14.753 METERS 22559     |
 JD1274| CN7287 LINCOLN RM 2                         24.690 METERS 26722     |
 JD1274| JD2699 IMMANUEL EVAN LUTHERAN CHURCH       APPROX. 8.2 KM 3363908.4 |
 JD1274|---------------------------------------------------------------------|
 JD1274
 JD1274                          SUPERSEDED SURVEY CONTROL
 JD1274
 JD1274  NAD 83(1997)-  38 22 57.66766(N)    093 20 01.99013(W) AD(       ) 2
 JD1274  NAD 83(1986)-  38 22 57.67107(N)    093 20 01.99030(W) AD(       ) 2
 JD1274  NAD 27      -  38 22 57.59150(N)    093 20 01.25140(W) AD(       ) 2
 JD1274  NGVD 29 (??/??/92)  294.50   (m)          966.2    (f) COMPUTED    2 0
 JD1274
 JD1274.Superseded values are not recommended for survey control.
 JD1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1274.See file dsdata.txt to determine how the superseded data were derived.
 JD1274
 JD1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC7083948329(NAD 83)
 JD1274_MARKER: DS = TRIANGULATION STATION DISK
 JD1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1274_STAMPING: LINCOLN 1948
 JD1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1274+STABILITY: SURFACE MOTION
 JD1274
 JD1274  HISTORY     - Date     Condition        Report By
 JD1274  HISTORY     - 1948     MONUMENTED       CGS
 JD1274  HISTORY     - 1963     GOOD             CGS
 JD1274  HISTORY     - 1963     GOOD             NGS
 JD1274  HISTORY     - 1963     GOOD             NGS
 JD1274  HISTORY     - 1974     GOOD             NGS
 JD1274
 JD1274                          STATION DESCRIPTION
 JD1274
 JD1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD1274'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF THE CENTER
 JD1274'OF LINCOLN ON LAND OWNED BY MRS. WISHMEIR.  IT IS 54 FEET
 JD1274'EAST OF THE CENTER OF U.S. HIGHWAY 65, 51 FEET SOUTH OF THE
 JD1274'NORTHWEST END OF HEDGE ROW SEPARATING TWO CULTIVATED FIELDS
 JD1274'AND 8.5 FEET WEST OF FENCE LINE.  IT IS STAMPED LINCOLN 1948
 JD1274'AND PROJECTS 4 INCHES.
 JD1274'
 JD1274'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, SET IN THE HEDGE
 JD1274'ROW USED AS FENCE LINE.  IT IS STAMPED LINCOLN NO 1 1948 AND
 JD1274'PROJECTS 4 INCHES.
 JD1274'
 JD1274'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET ON THE WEST
 JD1274'SHOULDER OF U.S. HIGHWAY 65.  IT IS 16.7 FEET WEST OF THE CENTER
 JD1274'OF THE HIGHWAY.  IT IS STAMPED LINCOLN NO 2 1948 AND SET FLUSH
 JD1274'WITH THE GROUND SURFACE.
 JD1274'
 JD1274'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH-NORTHEAST OF THE
 JD1274'STATION, 30 FEET WEST OF THE CENTER OF U.S. HIGHWAY 65, 15 FEET
 JD1274'NORTH OF DRIVEWAY, 15 FEET NORTHEAST OF NORTH END OF BOARD GATE
 JD1274'AND 1 FOOT EAST OF FENCE CORNER.  IT IS STAMPED LINCOLN 1948
 JD1274'AND PROJECTS 6 INCHES.
 JD1274'
 JD1274'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 65
 JD1274'AND COUNTY ROUTE C IN THE EAST EDGE OF LINCOLN, GO SOUTHWEST
 JD1274'ON U.S. HIGHWAY 65 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 JD1274'WEST SIDE AS DESCRIBED, CONTINUE SOUTHWEST ON U.S. HIGHWAY 65
 JD1274'FOR 0.35 MILE TO THE STATION ON THE EAST SIDE OF THE HIGHWAY
 JD1274'AS DESCRIBED.
 JD1274'
 JD1274'A 100 FOOT SIGNAL AT STATION SCHNACKENBURG 1882, 1928 ECC IS
 JD1274'VISIBLE AT 37 FEET.
 JD1274'
 JD1274'A 100 FOOT SIGNAL AT STATION ROSS 1928 IS VISIBLE AT 37 FEET.
 JD1274'
 JD1274'AN 87 FOOT SIGNAL AT STATION DUROC IS VISIBLE AT 37 FEET.
 JD1274'
 JD1274'A 100 FOOT SIGNAL AT STATION SORY 1928 IS VISIBLE AT 37 FEET.
 JD1274'
 JD1274'A 74 FOOT SIGNAL AT STATION BLUE IS VISIBLE AT 37 FEET.
 JD1274'
 JD1274'A 100 FOOT SIGNAL AT STATION FINEY IS VISIBLE AT 37 FEET.
 JD1274'
 JD1274'AN 87 FOOT SIGNAL AT STATION COAL IS VISIBLE AT 37 FEET.
 JD1274'
 JD1274'A 74 FOOT SIGNAL AT STATION SANTIAGO IS VISIBLE AT 37 FEET.
 JD1274'
 JD1274'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD1274
 JD1274                          STATION RECOVERY (1963)
 JD1274
 JD1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD1274'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 JD1274'WERE RECOVERED.  THE STATION MARK AND REFERENCE MARK NO. 1 WERE
 JD1274'FOUND IN GOOD CONDITION, HOWEVER REFERENCE MARK NO. 2 MAY HAVE
 JD1274'BEEN STRUCK BY ROAD MACHINERY AS THE DISTANCE TO THE MARK MISSED
 JD1274'THE PREVIOUS MEASUREMENT BY 0.062 METER.  THE DISTANCE TO
 JD1274'REFERENCE MARK NO. 1 MISSED THE PREVIOUS MEASUREMENT BY 0.016
 JD1274'METER.  THE AZIMUTH MARK WAS RECOVERED, THE MARK IS NO LONGER
 JD1274'VISIBLE FROM THE STATION BECAUSE A LARGE BILL BOARD WAS BUILT
 JD1274'ON THE LINE OF SIGHT TO THE AZIMUTH MARK, THE MARK WAS
 JD1274'DESTROYED BY THIS PARTY.
 JD1274'
 JD1274'A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE SET BY THIS
 JD1274'PARTY.  REFERENCE MARK NO. 3 WAS ESTABLISHED AS A NEW STATION,
 JD1274'AS POWER LINES PREVENTED TOWER ERECTION OVER THE STATION MARK.
 JD1274'
 JD1274'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JD1274'
 JD1274'THE STATION IS 1/2 MILE SOUTH OF LINCOLN AND ON THE EAST
 JD1274'RIGHT-OF-WAY OF U.S. HIGHWAY 65.
 JD1274'
 JD1274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 JD1274'COUNTY ROUTE C, AT THE EAST EDGE OF LINCOLN, GO SOUTH ON
 JD1274'HIGHWAY 65 FOR 0.5 MILE TO A CROSSROAD.  CONTINUE SOUTH ON
 JD1274'HIGHWAY 65 FOR 0.05 MILE TO THE STATION ON THE LEFT.
 JD1274'
 JD1274'STATION MARK IS A STANDARD DISK STAMPED LINCOLN 1948.  THE SURFACE
 JD1274'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 JD1274'IT IS 54 FEET EAST OF THE CENTER LINE OF HIGHWAY 65, 9.5
 JD1274'FEET WEST OF A POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS
 JD1274'POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 JD1274'
 JD1274'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LINCOLN NO 1 1948,
 JD1274'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 JD1274'IS 93 FEET EAST OF THE CENTER LINE OF HIGHWAY 65 AND 73 FEET
 JD1274'SOUTH OF THE POWER POLE.
 JD1274'
 JD1274'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LINCOLN NO 2 1948,
 JD1274'IS SET IN A SQUARE CONCRETE POST WHICH IS 4 INCHES BELOW THE
 JD1274'SURFACE OF THE GROUND.  IT IS 82 FEET SOUTHWEST OF THE METAL
 JD1274'WITNESS POST AND 16 FEET WEST OF THE CENTER LINE OF HIGHWAY 65.
 JD1274'
 JD1274'REFERENCE MARK NO. 3 ARE STANDARD DISKS STAMPED LINCOLN NO 3
 JD1274'1948 1963.  THE SURFACE MARK IS SET IN A SQUARE CONCRETE POST
 JD1274'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 56 FEET
 JD1274'SOUTHWEST OF A POWER POLE, 50 FEET SOUTHWEST OF THE METAL
 JD1274'WITNESS POST AND 38.5 FEET EAST OF THE CENTER LINE OF HIGHWAY
 JD1274'65.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JD1274'CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 JD1274'
 JD1274'AZIMUTH MARK, A STANDARD DISK STAMPED LINCOLN 1948 RESET 1963,
 JD1274'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 JD1274'IS 39 FEET EAST OF THE CENTER LINE OF HIGHWAY 65, 15 FEET NORTH
 JD1274'OF THE CENTER OF A FIELD ROAD AND 1.6 FEET NORTH OF A METAL
 JD1274'WITNESS POST.
 JD1274'
 JD1274'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 JD1274'65 FOR 0.2 MILE TO A FIELD ROAD AND THE AZIMUTH MARK ON THE
 JD1274'LEFT.
 JD1274'
 JD1274'NOTE- THE DIRECTIONS TO THE REFERENCE MARKS WERE NOT VERIFIED
 JD1274'BECAUSE THE NEW AZIMUTH MARK WAS USED AS THE INITIAL.
 JD1274'
 JD1274'REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 JD1274
 JD1274                          STATION RECOVERY (1963)
 JD1274
 JD1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1274'0.9 MI SE FROM LINCOLN.
 JD1274'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 JD1274'LINCOLN, THENCE 0.65 MILE SOUTH ALONG U.S. HIGHWAY 65, IN SECTION
 JD1274'34, T 42 N, R 22 W, 54 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JD1274'HIGHWAY, 113 YARDS SOUTH OF THE INTERSECTION WITH A GRAVELED
 JD1274'ROAD, 72.2 FEET NORTH OF LINCOLN R.M. 1, 48.3 FEET NORTHEAST
 JD1274'OF LINCOLN R.M. 3, 9 FEET WEST OF A POWER POLE, 1.0 FOOT
 JD1274'SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JD1274'CONCRETE POST PROJECTING 5 INCHES.
 JD1274
 JD1274                          STATION RECOVERY (1963)
 JD1274
 JD1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1274'RECOVERED IN GOOD CONDITION.
 JD1274
 JD1274                          STATION RECOVERY (1974)
 JD1274
 JD1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JD1274'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 JD1274'RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 JD1274'DESCRIBED.  REFERENCE MARK 2 WAS NOT FOUND, BUT IT IS BELIEVED
 JD1274'THE MARK IS STILL INTACT AS THE PREVIOUS DESCRIPTION STATES THE
 JD1274'MARK IS 4 INCHES BELOW THE GROUND SURFACE.  REFERENCE MARK 1
 JD1274'WAS FOUND LYING ON TOP THE GROUND IN A FENCELINE.
 JD1274'
 JD1274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD1274'1/2 MILE SOUTH OF LINCOLN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0570 ***********************************************************************
 LE0570  DESIGNATION -  LINCOLN
 LE0570  PID         -  LE0570
 LE0570  STATE/COUNTY-  MO/DAVIESS
 LE0570  USGS QUAD   -  BANCROFT (1984)
 LE0570
 LE0570                         *CURRENT SURVEY CONTROL
 LE0570  ___________________________________________________________________
 LE0570* NAD 83(1997)-  40 03 51.73991(N)    093 49 15.70510(W)     ADJUSTED  
 LE0570* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 LE0570  ___________________________________________________________________
 LE0570  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 LE0570  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LE0570
 LE0570  HORZ ORDER  -  SECOND
 LE0570
 LE0570.The horizontal coordinates were established by classical geodetic methods
 LE0570.and adjusted by the National Geodetic Survey in February 2000..
 LE0570
 LE0570.The orthometric height was scaled from a topographic map.
 LE0570
 LE0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0570
 LE0570.The geoid height was determined by GEOID03.
 LE0570
 LE0570;                    North         East     Units Scale Factor Converg.
 LE0570;SPC MO W     -   432,835.973   907,922.283   MT  0.99998246   +0 26 13.3
 LE0570;SPC MO C     -   470,431.838   387,304.002   MT  1.00008963   -0 51 01.3
 LE0570;UTM  15      - 4,435,224.849   429,982.632   MT  0.99966035   -0 31 42.5
 LE0570
 LE0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0570!SPC MO W     -   0.99995831  x   0.99998246  =   0.99994077
 LE0570!SPC MO C     -   0.99995831  x   1.00008963  =   1.00004793
 LE0570!UTM  15      -   0.99995831  x   0.99966035  =   0.99961867
 LE0570
 LE0570|---------------------------------------------------------------------|
 LE0570| PID    Reference Object                     Distance      Geod. Az  |
 LE0570|                                                           dddmmss.s |
 LE0570| CL9763 LINCOLN RM 2                         38.877 METERS 02407     |
 LE0570| CL9762 LINCOLN RM 1                         28.523 METERS 10015     |
 LE0570| CL9761 LINCOLN AZ MK                                      1774324.4 |
 LE0570|---------------------------------------------------------------------|
 LE0570
 LE0570                          SUPERSEDED SURVEY CONTROL
 LE0570
 LE0570  NAD 83(1997)-  40 03 51.74045(N)    093 49 15.70654(W) AD(       ) 2
 LE0570  NAD 83(1997)-  40 03 51.74212(N)    093 49 15.70758(W) AD(       ) 2
 LE0570  NAD 83(1986)-  40 03 51.74176(N)    093 49 15.70680(W) AD(       ) 2
 LE0570  NAD 27      -  40 03 51.71030(N)    093 49 14.89930(W) AD(       ) 2
 LE0570
 LE0570.Superseded values are not recommended for survey control.
 LE0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0570.See file dsdata.txt to determine how the superseded data were derived.
 LE0570
 LE0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE2998335225(NAD 83)
 LE0570_MARKER: DS = TRIANGULATION STATION DISK
 LE0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0570
 LE0570  HISTORY     - Date     Condition        Report By
 LE0570  HISTORY     - 1948     MONUMENTED       CGS
 LE0570  HISTORY     - 1966     GOOD             CGS
 LE0570
 LE0570                          STATION DESCRIPTION
 LE0570
 LE0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 LE0570'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH AND 1.0 MILE WEST OF
 LE0570'JAMESPORT, ON LAND OWNED BY MR. FLOYD W. LAWSON OF SAN ANTONIO,
 LE0570'TEXAS, AND FARMED BY J.F. AND H.N. SMITH WHO LIVES JUST SOUTH OF
 LE0570'THE STATION.  IT IS IN THE SOUTHEAST CORNER OF FARM YARD, 87 FEET
 LE0570'SOUTH OF THE CENTER OF THE DRIVEWAY INTO YARD, 72 FEET WEST OF THE
 LE0570'CENTER OF NORTH-SOUTH ROAD, 53 FEET WEST OF NORTH-SOUTH FENCE LINE
 LE0570'AND 35 FEET NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED LINCOLN
 LE0570'1948 AND SET FLUSH WITH THE GROUND SURFACE.
 LE0570'
 LE0570'REFERENCE MARK NO 1 IS EAST OF THE STATION, 21 FEET EAST OF THE
 LE0570'CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT WEST OF NORTH-SOUTH FENCE
 LE0570'LINE.  IT IS STAMPED LINCOLN NO 1 1948 AND SET FLUSH WITH THE
 LE0570'GROUND SURFACE.
 LE0570'
 LE0570'REFERENCE MARK NO 2 IS NORTH-NORTHEAST OF THE STATION, 28 FEET NORTH
 LE0570'OF THE NORTH END OF GATE INTO YARD, 20 FEET WEST OF THE CENTER OF
 LE0570'NORTH-SOUTH ROAD AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 LE0570'STAMPED LINCOLN NO 2 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 LE0570'
 LE0570'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 33 FEET
 LE0570'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 12 FEET EAST OF FENCE
 LE0570'CORNER, 2 FEET WEST OF WITNESS POST AND 1 FOOT NORTH OF EAST-WEST
 LE0570'FENCE LINE.  IT IS STAMPED LINCOLN 1948 AND PROJECTS 2 INCHES.
 LE0570'
 LE0570'TO REACH THE STATION FROM THE POST OFFICE IN JAMESPORT, GO EAST FOR
 LE0570'0.1 MILE TO COUNTY ROUTE M, TURN LEFT AND GO NORTH ON COUNTY ROUTE
 LE0570'M FOR 0.5 MILE TO STATE ROUTE NO 6, CONTINUE NORTH ON STATE ROUTE
 LE0570'NO 6 FOR 4.5 MILES TO CROSSROAD WHERE NO 6 TURNS EAST, TURN LEFT
 LE0570'AND GO WEST FOR 1.0 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO
 LE0570'NORTH FOR 0.8 MILE TO THE AZIMUTH MARK ON THE EAST SIDE AS
 LE0570'DESCRIBED, CONTINUE NORTH FOR 0.5 MILE TO GATE INTO LOT ON THE
 LE0570'WEST SIDE, PASS THROUGH GATE, TURN SHARP LEFT TO THE SOUTHEAST
 LE0570'CORNER AND STATION AS DESCRIBED.
 LE0570'
 LE0570'AN 87 FOOT SIGNAL AT STATION MADISON IS VISIBLE AT 37 FEET.
 LE0570'
 LE0570'AN 87 FOOT SIGNAL AT STATION JAMESPORT IS VISIBLE AT 37 FEET.
 LE0570'
 LE0570'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LE0570
 LE0570                          STATION RECOVERY (1966)
 LE0570
 LE0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LE0570'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LE0570'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LE0570'
 LE0570'THE FENCELINE EAST OF THE STATION HAS BEEN CHANGED.  THE STATION IS
 LE0570'56 FEET WEST OF THE FENCE.
 LE0570'
 LE0570'REFERENCE MARK NO. 2 IS 3 FEET EAST OF THE FENCE.
 LE0570'
 LE0570'COUNTY ROAD M AND STATE HIGHWAY 6 MENTIONED IN THE DESCRIPTION IS NOW
 LE0570'STATE HIGHWAY 170 OTHERWISE THE DESCRIPTION WAS FOUND ADEQUATE
 LE0570'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1269 ***********************************************************************
 JD1269  DESIGNATION -  LINCOLN AZ MK RESET
 JD1269  PID         -  JD1269
 JD1269  STATE/COUNTY-  MO/BENTON
 JD1269  USGS QUAD   -  LINCOLN (1961)
 JD1269
 JD1269                         *CURRENT SURVEY CONTROL
 JD1269  ___________________________________________________________________
 JD1269* NAD 83(1986)-  38 22 46.     (N)    093 20 09.     (W)     SCALED    
 JD1269* NAVD 88     -       292.547  (meters)     959.80   (feet)  ADJUSTED  
 JD1269  ___________________________________________________________________
 JD1269  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JD1269  DYNAMIC HT  -         292.342 (meters)     959.13  (feet)  COMP
 JD1269  MODELED GRAV-     979,919.7   (mgal)                       NAVD 88
 JD1269
 JD1269  VERT ORDER  -  SECOND    CLASS 0
 JD1269
 JD1269.The horizontal coordinates were scaled from a topographic map and have
 JD1269.an estimated accuracy of +/- 6 seconds.
 JD1269
 JD1269.The orthometric height was determined by differential leveling
 JD1269.and adjusted by the National Geodetic Survey in June 1991..
 JD1269
 JD1269.The geoid height was determined by GEOID03.
 JD1269
 JD1269.The dynamic height is computed by dividing the NAVD 88
 JD1269.geopotential number by the normal gravity value computed on the
 JD1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1269.degrees latitude (g = 980.6199 gals.).
 JD1269
 JD1269.The modeled gravity was interpolated from observed gravity values.
 JD1269
 JD1269;                    North         East    Units  Estimated Accuracy
 JD1269;SPC MO C     -   282,880.      426,970.      MT  (+/- 180 meters Scaled)
 JD1269
 JD1269                          SUPERSEDED SURVEY CONTROL
 JD1269
 JD1269  NGVD 29 (??/??/92)  292.420  (m)          959.38   (f) ADJ UNCH    2 0
 JD1269
 JD1269.Superseded values are not recommended for survey control.
 JD1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1269.See file dsdata.txt to determine how the superseded data were derived.
 JD1269
 JD1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC706479(NAD 83)
 JD1269_MARKER: DZ = AZIMUTH MARK DISK
 JD1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1269_STAMPING: LINCOLN 1948 RESET 1963
 JD1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1269+STABILITY: SURFACE MOTION
 JD1269
 JD1269  HISTORY     - Date     Condition        Report By
 JD1269  HISTORY     - 1963     MONUMENTED       CGS
 JD1269
 JD1269                          STATION DESCRIPTION
 JD1269
 JD1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1269'1.2 MI S FROM LINCOLN.
 JD1269'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 JD1269'LINCOLN, THENCE 0.9 MILE SOUTH ALONG U.S. HIGHWAY 65, 45 FEET
 JD1269'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTHEAST
 JD1269'OF THE CENTER LINE OF A FIELD ROAD LEADING EAST, 1.0 FOOT NORTH
 JD1269'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JD1269'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2698 ***********************************************************************
 JD2698  DESIGNATION -  LINCOLN MUNICIPAL TANK
 JD2698  PID         -  JD2698
 JD2698  STATE/COUNTY-  MO/BENTON
 JD2698  USGS QUAD   -  LINCOLN (1961)
 JD2698
 JD2698                         *CURRENT SURVEY CONTROL
 JD2698  ___________________________________________________________________
 JD2698* NAD 83(1997)-  38 23 22.95302(N)    093 19 59.14316(W)     ADJUSTED  
 JD2698* NAVD 88     -                                                        
 JD2698  ___________________________________________________________________
 JD2698  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 JD2698  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD2698
 JD2698  HORZ ORDER  -  THIRD
 JD2698
 JD2698.The horizontal coordinates were established by classical geodetic methods
 JD2698.and adjusted by the National Geodetic Survey in February 2000..
 JD2698
 JD2698
 JD2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2698
 JD2698.The geoid height was determined by GEOID03.
 JD2698
 JD2698;                    North         East     Units Scale Factor Converg.
 JD2698;SPC MO C     -   284,015.727   427,220.368   MT  0.99999854   -0 31 02.6
 JD2698;UTM  15      - 4,249,108.011   470,910.522   MT  0.99961042   -0 12 24.7
 JD2698
 JD2698                          SUPERSEDED SURVEY CONTROL
 JD2698
 JD2698  NAD 83(1997)-  38 23 22.96423(N)    093 19 59.14200(W) AD(       ) 4
 JD2698  NAD 83(1986)-  38 23 22.94933(N)    093 19 59.14443(W) AD(       ) 4
 JD2698  NAD 27      -  38 23 22.98612(N)    093 19 58.40619(W) AD(       ) 3
 JD2698
 JD2698.Superseded values are not recommended for survey control.
 JD2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2698.See file dsdata.txt to determine how the superseded data were derived.
 JD2698
 JD2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC7091149108(NAD 83)
 JD2698_MARKER: 51 = TANK
 JD2698
 JD2698  HISTORY     - Date     Condition        Report By
 JD2698  HISTORY     - 1963     FIRST OBSERVED   CGS
 JD2698
 JD2698                          STATION DESCRIPTION
 JD2698
 JD2698'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI4387 ***********************************************************************
 AI4387  DESIGNATION -  LINCOLN RESET
 AI4387  PID         -  AI4387
 AI4387  STATE/COUNTY-  MO/ATCHISON
 AI4387  USGS QUAD   -  LANGDON (1984)
 AI4387
 AI4387                         *CURRENT SURVEY CONTROL
 AI4387  ___________________________________________________________________
 AI4387* NAD 83(1997)-  40 16 50.49696(N)    095 32 10.90685(W)     ADJUSTED  
 AI4387* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 AI4387  ___________________________________________________________________
 AI4387  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 AI4387  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AI4387
 AI4387  HORZ ORDER  -  THIRD
 AI4387
 AI4387.The horizontal coordinates were established by classical geodetic methods
 AI4387.and adjusted by the National Geodetic Survey in February 2000..
 AI4387
 AI4387.The orthometric height was scaled from a topographic map.
 AI4387
 AI4387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4387
 AI4387.The geoid height was determined by GEOID03.
 AI4387
 AI4387;                    North         East     Units Scale Factor Converg.
 AI4387;SPC MO W     -   457,148.895   761,868.782   MT  1.00003675   -0 40 12.3
 AI4387;SPC NE       -    59,467.487   879,389.585   MT  0.99988489   +2 57 28.9
 AI4387;UTM  15      - 4,461,998.993   284,374.219   MT  1.00017237   -1 38 25.7
 AI4387
 AI4387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4387!SPC MO W     -   0.99996273  x   1.00003675  =   0.99999948
 AI4387!SPC NE       -   0.99996273  x   0.99988489  =   0.99984762
 AI4387!UTM  15      -   0.99996273  x   1.00017237  =   1.00013509
 AI4387
 AI4387|---------------------------------------------------------------------|
 AI4387| PID    Reference Object                     Distance      Geod. Az  |
 AI4387|                                                           dddmmss.s |
 AI4387| LF1190 LINCOLN RM 1                         18.123 METERS 05757     |
 AI4387| CL7308 LINCOLN AZ MK                                      1001147.2 |
 AI4387| LF1191 LINCOLN RM 2                         19.528 METERS 18251     |
 AI4387| LF1362 ST DEROIN                           APPROX. 3.0 KM 2674235.0 |
 AI4387|---------------------------------------------------------------------|
 AI4387
 AI4387                          SUPERSEDED SURVEY CONTROL
 AI4387
 AI4387  NAD 83(1997)-  40 16 50.49696(N)    095 32 10.90686(W) AD(       ) 3
 AI4387  NAD 83(1997)-  40 16 50.49696(N)    095 32 10.90686(W) AD(       ) 3
 AI4387  NAD 83(1997)-  40 16 50.49696(N)    095 32 10.90688(W) AD(       ) 3
 AI4387  NAD 83(1986)-  40 16 50.50279(N)    095 32 10.90251(W) AD(       ) 3
 AI4387
 AI4387.Superseded values are not recommended for survey control.
 AI4387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4387.See file dsdata.txt to determine how the superseded data were derived.
 AI4387
 AI4387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8437461999(NAD 83)
 AI4387_MARKER: DS = TRIANGULATION STATION DISK
 AI4387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4387_SP_SET: CONCRETE POST
 AI4387_STAMPING: LINCOLN RESET
 AI4387_MARK LOGO: CGS   
 AI4387_PROJECTION: PROJECTING 10 CENTIMETERS
 AI4387
 AI4387  HISTORY     - Date     Condition        Report By
 AI4387  HISTORY     - 1961     MONUMENTED       CGS
 AI4387
 AI4387                          STATION DESCRIPTION
 AI4387
 AI4387'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (FAR)
 AI4387'THE UNDERGROUND STATION MARK WAS RECOVERED ABOUT 1 FOOT BELOW THE
 AI4387'SURFACE OF THE GROUND AND IT APPEARED TO BE IN ITS ORIGINAL
 AI4387'POSITION.  THE SURFACE STATION MARK, BOTH REFERENCE MARKS AND THE
 AI4387'AZIMUTH MARK HAD BEEN DISPLACED AND OBJECTS USED FOR REFERENCE
 AI4387'MEASUREMENTS HAVE BEEN MOVED OR DESTROYED, SO A DEFINITE RECOVERY
 AI4387'WAS IMPOSSIBLE.  THE UNDERGROUND STATION MARK WAS LOWERED AND A
 AI4387'NEW SURFACE MARK WAS ESTABLISHED.  TWO NEW REFERENCE MARKS WERE
 AI4387'ESTABLISHED, ALSO.  A COMPLETE DESCRIPTION FOLLOWS.
 AI4387'
 AI4387'STATION IS LOCATED ABOUT 2 MILES WEST-SOUTHWEST OF THE SIDING OF
 AI4387'NISHNABOTNA, 1 AND 1/2 MILES NORTH OF THE HOLT-ATCHISON COUNTY
 AI4387'LINE BETWEEN SECTIONS 8 AND 9, T. 63 N., R. 41 W., AND ABOUT 75
 AI4387'YARDS SOUTH-SOUTHWEST OF THE FARMHOUSE OWNED BY MR. GEORGE OPP
 AI4387'AND OCCUPIED BY KEITH PHILLIPS, 99 FEET WEST OF THE SOUTHWEST
 AI4387'CORNER OF A WHITE BARN AND ON TANGENT WITH THE SOUTH SIDE OF THE
 AI4387'BARN, 67 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF A MACHINE
 AI4387'SHED, 27 FEET SOUTH OF A 14-INCH OAK TREE, 15 FEET WEST OF A
 AI4387'DIRT ROAD, 1 FOOT WEST OF A FENCE, AND 1 FOOT NORTH OF A NEW
 AI4387'WITNESS POST SIGN.  THE MARK PROJECTS 4 INCHES AND THE DISK
 AI4387'IS STAMPED LINCOLN 1947.
 AI4387'
 AI4387'TO REACH THE STATION FROM THE NISHNABOTNA SIDING, GO SOUTHEAST ON
 AI4387'STATE HIGHWAY 111 FOR 0.1 MILE TO CROSSROADS.  TURN SHARP RIGHT
 AI4387'ACROSS THE RAILROAD TRACKS AND GO WEST FOR 0.75 MILE TO A T-ROAD
 AI4387'LEFT.  TURN LEFT AND GO SOUTH FOR 0.75 MILE TO A T-ROAD RIGHT.
 AI4387'TURN RIGHT AND GO WEST FOR 1.0 MILE TO A NORTH-SOUTH DIRT ROAD.
 AI4387'TURN LEFT AND GO SOUTH FOR 0.1 MILE TO FARM BUILDINGS AND THE
 AI4387'STATION AS DESCRIBED.
 AI4387'
 AI4387'REFERENCE MARK NO. 3 IS 84.50 FEET NORTH-NORTHEAST OF THE STATION
 AI4387'AT THE NORTHWEST CORNER OF A MACHINE SHED WHICH IS ABOUT 100
 AI4387'FEET SOUTH-SOUTHWEST OF THE FARMHOUSE, AND 15 FEET EAST OF THE
 AI4387'CENTER OF A DIRT ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 AI4387'STAMPED LINCOLN NO 3 1947.
 AI4387'
 AI4387'REFERENCE MARK NO. 4 IS 34.26 FEET SOUTH OF THE STATION, 15 FEET
 AI4387'WEST OF THE CENTER OF A DIRT ROAD, AND 1/2 FOOT WEST OF A
 AI4387'NORTH-SOUTH FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 AI4387'STAMPED LINCOLN NO 4 1947.
 AI4387'
 AI4387'AZIMUTH MARK WAS DESTROYED AND THE DISK WAS RECOVERED FROM THE
 AI4387'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1273 ***********************************************************************
 JD1273  DESIGNATION -  LINCOLN RM 1
 JD1273  PID         -  JD1273
 JD1273  STATE/COUNTY-  MO/BENTON
 JD1273  USGS QUAD   -  LINCOLN (1961)
 JD1273
 JD1273                         *CURRENT SURVEY CONTROL
 JD1273  ___________________________________________________________________
 JD1273* NAD 83(1986)-  38 22 57.     (N)    093 20 02.     (W)     SCALED    
 JD1273* NAVD 88     -       295.006  (meters)     967.87   (feet)  ADJUSTED  
 JD1273  ___________________________________________________________________
 JD1273  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JD1273  DYNAMIC HT  -         294.799 (meters)     967.19  (feet)  COMP
 JD1273  MODELED GRAV-     979,919.4   (mgal)                       NAVD 88
 JD1273
 JD1273  VERT ORDER  -  SECOND    CLASS 0
 JD1273
 JD1273.The horizontal coordinates were scaled from a topographic map and have
 JD1273.an estimated accuracy of +/- 6 seconds.
 JD1273
 JD1273.The orthometric height was determined by differential leveling
 JD1273.and adjusted by the National Geodetic Survey in June 1991..
 JD1273
 JD1273.The geoid height was determined by GEOID03.
 JD1273
 JD1273.The dynamic height is computed by dividing the NAVD 88
 JD1273.geopotential number by the normal gravity value computed on the
 JD1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1273.degrees latitude (g = 980.6199 gals.).
 JD1273
 JD1273.The modeled gravity was interpolated from observed gravity values.
 JD1273
 JD1273;                    North         East    Units  Estimated Accuracy
 JD1273;SPC MO C     -   283,220.      427,140.      MT  (+/- 180 meters Scaled)
 JD1273
 JD1273                          SUPERSEDED SURVEY CONTROL
 JD1273
 JD1273  NGVD 29 (??/??/92)  294.88   (m)          967.5    (f) COMPUTED    2 0
 JD1273
 JD1273.Superseded values are not recommended for survey control.
 JD1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1273.See file dsdata.txt to determine how the superseded data were derived.
 JD1273
 JD1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC708483(NAD 83)
 JD1273_MARKER: DR = REFERENCE MARK DISK
 JD1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1273_STAMPING: LINCOLN NO 1 1948
 JD1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1273+STABILITY: SURFACE MOTION
 JD1273
 JD1273  HISTORY     - Date     Condition        Report By
 JD1273  HISTORY     - 1948     MONUMENTED       CGS
 JD1273  HISTORY     - 1963     GOOD             NGS
 JD1273
 JD1273                          STATION DESCRIPTION
 JD1273
 JD1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1273'0.9 MI SE FROM LINCOLN.
 JD1273'72.2 FEET SOUTH OF LINCOLN 1948, 90 FEET SOUTHEAST OF THE CENTER
 JD1273'LINE OF THE HIGHWAY, 72 FEET SOUTH OF A POWER POLE, AND SET IN
 JD1273'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1272 ***********************************************************************
 JD1272  DESIGNATION -  LINCOLN RM 3
 JD1272  PID         -  JD1272
 JD1272  STATE/COUNTY-  MO/BENTON
 JD1272  USGS QUAD   -  LINCOLN (1961)
 JD1272
 JD1272                         *CURRENT SURVEY CONTROL
 JD1272  ___________________________________________________________________
 JD1272* NAD 83(1997)-  38 22 57.32871(N)    093 20 02.42794(W)     ADJUSTED  
 JD1272* NAVD 88     -       294.616  (meters)     966.59   (feet)  ADJUSTED  
 JD1272  ___________________________________________________________________
 JD1272  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 JD1272  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JD1272  DYNAMIC HT  -         294.410 (meters)     965.91  (feet)  COMP
 JD1272  MODELED GRAV-     979,919.4   (mgal)                       NAVD 88
 JD1272
 JD1272  HORZ ORDER  -  SECOND
 JD1272  VERT ORDER  -  SECOND    CLASS 0
 JD1272
 JD1272.The horizontal coordinates were established by classical geodetic methods
 JD1272.and adjusted by the National Geodetic Survey in February 2000..
 JD1272
 JD1272.The orthometric height was determined by differential leveling
 JD1272.and adjusted by the National Geodetic Survey in June 1991..
 JD1272
 JD1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1272
 JD1272.The geoid height was determined by GEOID03.
 JD1272
 JD1272.The dynamic height is computed by dividing the NAVD 88
 JD1272.geopotential number by the normal gravity value computed on the
 JD1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1272.degrees latitude (g = 980.6199 gals.).
 JD1272
 JD1272.The modeled gravity was interpolated from observed gravity values.
 JD1272
 JD1272;                    North         East     Units Scale Factor Converg.
 JD1272;SPC MO C     -   283,226.370   427,133.514   MT  0.99999870   -0 31 04.3
 JD1272;UTM  15      - 4,248,318.503   470,827.979   MT  0.99961048   -0 12 26.6
 JD1272
 JD1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1272!SPC MO C     -   0.99995886  x   0.99999870  =   0.99995756
 JD1272!UTM  15      -   0.99995886  x   0.99961048  =   0.99956935
 JD1272
 JD1272:                Primary Azimuth Mark                     Grid Az
 JD1272:SPC MO C     -  LINCOLN MUNICIPAL TANK                   006 16 44.6
 JD1272:UTM  15      -  LINCOLN MUNICIPAL TANK                   005 58 06.9
 JD1272
 JD1272|---------------------------------------------------------------------|
 JD1272| PID    Reference Object                     Distance      Geod. Az  |
 JD1272|                                                           dddmmss.s |
 JD1272| JD2698 LINCOLN MUNICIPAL TANK              APPROX. 0.8 KM 0054540.3 |
 JD1272| JD1274 LINCOLN                              14.753 METERS 04559     |
 JD1272| CN7285 LINCOLN AZ MK                                      2070655.3 |
 JD1272| CN7287 LINCOLN RM 2                                       30313     |
 JD1272|---------------------------------------------------------------------|
 JD1272
 JD1272                          SUPERSEDED SURVEY CONTROL
 JD1272
 JD1272  NAD 83(1997)-  38 22 57.33525(N)    093 20 02.42733(W) AD(       ) 2
 JD1272  NAD 83(1986)-  38 22 57.33866(N)    093 20 02.42749(W) AD(       ) 2
 JD1272  NAD 27      -  38 22 57.25904(N)    093 20 01.68859(W) AD(       ) 2
 JD1272  NGVD 29 (??/??/92)  294.49   (m)          966.2    (f) COMPUTED    2 0
 JD1272
 JD1272.Superseded values are not recommended for survey control.
 JD1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1272.See file dsdata.txt to determine how the superseded data were derived.
 JD1272
 JD1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC7082848319(NAD 83)
 JD1272_MARKER: DR = REFERENCE MARK DISK
 JD1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1272_STAMPING: LINCOLN NO 3 1948 1963
 JD1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1272+STABILITY: SURFACE MOTION
 JD1272
 JD1272  HISTORY     - Date     Condition        Report By
 JD1272  HISTORY     - 1963     MONUMENTED       CGS
 JD1272  HISTORY     - 1963     GOOD             CGS
 JD1272  HISTORY     - 1972     GOOD             MOHC
 JD1272  HISTORY     - 1974     GOOD             NGS
 JD1272
 JD1272                          STATION DESCRIPTION
 JD1272
 JD1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JD1272'THE STATION IS 1/2 MILES SOUTH OF LINCOLN, AND ON THE EAST
 JD1272'RIGHT-OF-WAY OF U.S. HIGHWAY 65.
 JD1272'
 JD1272'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 JD1272'COUNTY ROUTE C, AT THE EAST EDGE OF LINCOLN, GO SOUTH ON
 JD1272'HIGHWAY 65 FOR 0.5 MILE TO A CROSSROAD.  CONTINUE SOUTH ON
 JD1272'HIGHWAY 65 FOR 0.05 MILE TO THE STATION ON THE LEFT, EAST SIDE
 JD1272'OF THE HIGHWAY.
 JD1272'
 JD1272'STATION MARKS ARE STANDARD REFERENCE MARKS DISKS STAMPED LINCOLN
 JD1272'NO 3 1948 1963.  THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST
 JD1272'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 56 FEET SOUTHWEST
 JD1272'OF A POWER POLE, 50 FEET SOUTHWEST OF A METAL WITNESS POST AND
 JD1272'38.5 FEET EAST OF THE CENTER LINE OF HIGHWAY 65.  THE UNDERGROUND
 JD1272'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 JD1272'THE SURFACE OF THE GROUND.
 JD1272'
 JD1272'AZIMUTH MARK, A STANDARD DISK STAMPED LINCOLN 1948 RESET
 JD1272'1963, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 JD1272'IT IS 39 FEET EAST OF THE CENTER LINE OF HIGHWAY 65, 15 FEET
 JD1272'NORTH OF THE CENTER OF A FIELD ROAD AND 1.6 FEET NORTH OF A
 JD1272'METAL WITNESS POST.
 JD1272'
 JD1272'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 JD1272'HIGHWAY 65 FOR 0.2 MILE TO A FIELD ROAD AND THE AZIMUTH MARK
 JD1272'ON THE LEFT.
 JD1272'
 JD1272'NOTE- THIS STATION WAS ESTABLISHED AS A NEW STATION BECAUSE
 JD1272'POWER LINES PREVENTED TOWER ERECTION AT TRIANGULATION STATION
 JD1272'LINCOLN 1948.
 JD1272'
 JD1272'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD1272
 JD1272                          STATION RECOVERY (1963)
 JD1272
 JD1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JD1272'0.9 MI SE FROM LINCOLN.
 JD1272'ABOUT 0.25 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 JD1272'LINCOLN, THENCE 0.65 MILE SOUTH ALONG U.S. HIGHWAY 65, IN SECTION
 JD1272'34, T 42, R 22 W, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JD1272'HIGHWAY, 56 FEET SOUTHWEST OF A POWER POLE, 48.3 FEET SOUTHWEST
 JD1272'OF LINCOLN 1948, 54 FEET NORTHWEST OF LINCOLN R.M. 1, AND SET IN
 JD1272'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JD1272
 JD1272                          STATION RECOVERY (1972)
 JD1272
 JD1272'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1972 (NP)
 JD1272'LINCOLN RM 3 GOOD
 JD1272'
 JD1272'AZIMUTH MK. 1948 RESET 1963 GOOD
 JD1272
 JD1272                          STATION RECOVERY (1974)
 JD1272
 JD1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JD1272'THIS STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AND
 JD1272'AS PREVIOUSLY DESCRIBED.
 JD1272'
 JD1272'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD1272'1/2 MILE SOUTH OF LINCOLN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2465 ***********************************************************************
 JD2465  DESIGNATION -  LINDBERGH
 JD2465  PID         -  JD2465
 JD2465  STATE/COUNTY-  MO/CALLAWAY
 JD2465  USGS QUAD   -  MILLERSBURG (1982)
 JD2465
 JD2465                         *CURRENT SURVEY CONTROL
 JD2465  ___________________________________________________________________
 JD2465* NAD 83(1997)-  38 57 16.71275(N)    092 07 36.61745(W)     ADJUSTED  
 JD2465* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 JD2465  ___________________________________________________________________
 JD2465  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 JD2465  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD2465
 JD2465  HORZ ORDER  -  SECOND
 JD2465
 JD2465.The horizontal coordinates were established by classical geodetic methods
 JD2465.and adjusted by the National Geodetic Survey in February 2000..
 JD2465
 JD2465.The orthometric height was scaled from a topographic map.
 JD2465
 JD2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2465
 JD2465.The geoid height was determined by GEOID03.
 JD2465
 JD2465;                    North         East     Units Scale Factor Converg.
 JD2465;SPC MO C     -   346,461.977   532,344.187   MT  0.99994621   +0 14 04.6
 JD2465;UTM  15      - 4,312,105.684   575,657.483   MT  0.99967048   +0 32 56.4
 JD2465
 JD2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2465!SPC MO C     -   0.99996227  x   0.99994621  =   0.99990848
 JD2465!UTM  15      -   0.99996227  x   0.99967048  =   0.99963276
 JD2465
 JD2465|---------------------------------------------------------------------|
 JD2465| PID    Reference Object                     Distance      Geod. Az  |
 JD2465|                                                           dddmmss.s |
 JD2465| CN7290 LINDBERGH RM 1                       27.642 METERS 15949     |
 JD2465| JD2464 KANSAS CITY ST LOUIS AWY BN 13      424.867 METERS 1983238.3 |
 JD2465| CN7289 LINDBERGH AZ MK                                    2712801.3 |
 JD2465| CN7291 LINDBERGH RM 2                       31.077 METERS 28638     |
 JD2465|---------------------------------------------------------------------|
 JD2465
 JD2465                          SUPERSEDED SURVEY CONTROL
 JD2465
 JD2465  NAD 83(1986)-  38 57 16.72268(N)    092 07 36.62209(W) AD(       ) 2
 JD2465  NAD 27      -  38 57 16.57620(N)    092 07 35.96810(W) AD(       ) 2
 JD2465
 JD2465.Superseded values are not recommended for survey control.
 JD2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2465.See file dsdata.txt to determine how the superseded data were derived.
 JD2465
 JD2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD7565712106(NAD 83)
 JD2465_MARKER: DS = TRIANGULATION STATION DISK
 JD2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2465
 JD2465  HISTORY     - Date     Condition        Report By
 JD2465  HISTORY     - 1949     MONUMENTED       CGS
 JD2465  HISTORY     - 1971     GOOD             NGS
 JD2465
 JD2465                          STATION DESCRIPTION
 JD2465
 JD2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2465'STATION IS LOCATED IN THE VILLAGE OF LINDBERGH DIRECTLY ACROSS
 JD2465'THE HIGHWAY FROM A COAL MINE SCALES.  STATION IS 71 FEET WEST OF
 JD2465'THE NORTHWEST CORNER OF A PHILLIPS 66 SERVICE STATION AND 59
 JD2465'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 40.  THE MARK IS
 JD2465'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LINDBERGH 1949.
 JD2465'
 JD2465'REFERENCE MARK NO. 1 IS 17 FEET EAST OF A T FENCECORNER AND 1
 JD2465'FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 JD2465'DISK IS STAMPED LINDBERGH NO 1 1949.
 JD2465'
 JD2465'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTERLINE OF U.S.
 JD2465'HIGHWAY 40 AND 8 FEET WEST SOUTHWEST OF A TELEPHONE POLE.  THE
 JD2465'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LINDBERGH
 JD2465'NO 2 1949.
 JD2465'
 JD2465'AZIMUTH MARK IS 29 FEET NORTH OF THE CENTELINE OF U.S. HIGHWAY
 JD2465'40, 4.5 FEET WEST OF WITNESS POST, 2 FEET EAST SOUTHEAST OF POWER
 JD2465'POLE AND 1.5 FEET SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 JD2465'AND THE DISK IS STAMPED LINDBERGH 1949.
 JD2465'
 JD2465'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 JD2465'COUNTY ROUTE J IN LINDBERGH GO EAST ON U.S. HIGHWAY 40 FOR 0.1
 JD2465'MILE TO STATION ON RIGHT OR SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 JD2465'TO REACH AZIMUTH MARK FROM STATION GO WEST ON U.S. HIGHWAY 40
 JD2465'FOR 0.8 MILE TO TOP OF GRADE AND AZIMUTH ON LEFT OR NORTH SIDE
 JD2465'OF HIGHWAY AS DESCRIBED.
 JD2465'
 JD2465'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2465
 JD2465                          STATION RECOVERY (1971)
 JD2465
 JD2465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2465'THE STATION MARK IS NOW UNDER ABOUT 5 INCHES OF ASPHALT BASE
 JD2465'WHICH COVERS A DRIVEWAY.  A ROD WAS DRIVEN THROUGH THE ASPHALT
 JD2465'AND THE POST WAS HIT AND IF THIS STATION IS USED PERMISSION
 JD2465'WILL HAVE TO BE OBTAINED FROM MRS. HARRY WILLIAM WHO LIVES
 JD2465'IN FULTON.  REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 JD2465'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JD2465'
 JD2465'STATION IS 0.3 MILE NORTHEAST OF THE JUNCTION OF INTERSTATE 70
 JD2465'AND STATE ROAD J, 71 FEET WEST OF THE NORTHWEST CORNER OF A
 JD2465'STUCCO HOUSE, 59 FEET SOUTH OF THE CENTER OF OLD U.S. HIGHWAY
 JD2465'40, 37.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 JD2465'FRONT ON A HOUSE OWNED BY MRS. WILLIAMS, AND UNDER ASPHALT
 JD2465'DRIVEWAY.
 JD2465'
 JD2465'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A BOARD FENCE.
 JD2465'
 JD2465'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED AND IS CHIPPED ON
 JD2465'THE NORTH SIDE OF THE CONCRETE POST.
 JD2465'
 JD2465'AZIMUTH MARK RECOVERED AS DESCRIBED AND A METAL WITNESS POST WAS
 JD2465'SET 1 FOOT NORTH OF THE MARK.
 JD2465'
 JD2465'THE TO REACH IS OK EXCEPT U.S. HIGHWAY 40 IS NOW STATE ROAD P.
 JD2465'
 JD2465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2465'AT LINDBERGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1055 ***********************************************************************
 HE1055  DESIGNATION -  LINDER
 HE1055  PID         -  HE1055
 HE1055  STATE/COUNTY-  MO/JASPER
 HE1055  USGS QUAD   -  JOPLIN WEST (1978)
 HE1055
 HE1055                         *CURRENT SURVEY CONTROL
 HE1055  ___________________________________________________________________
 HE1055* NAD 83(1997)-  37 04 15.29959(N)    094 35 05.53275(W)     ADJUSTED  
 HE1055* NAVD 88     -       315.6    (meters)    1035.     (feet)  VERTCON   
 HE1055  ___________________________________________________________________
 HE1055  X           -    -407,310.878 (meters)                     COMP
 HE1055  Y           -  -5,079,175.567 (meters)                     COMP
 HE1055  Z           -   3,823,848.031 (meters)                     COMP
 HE1055  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HE1055  ELLIP HEIGHT-         285.97  (meters)          (02/17/00) GPS OBS
 HE1055  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HE1055
 HE1055  HORZ ORDER  -  FIRST
 HE1055  ELLP ORDER  -  FOURTH    CLASS I
 HE1055
 HE1055.The horizontal coordinates were established by classical geodetic methods
 HE1055.and adjusted by the National Geodetic Survey in February 2000..
 HE1055
 HE1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1055
 HE1055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1055
 HE1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1055
 HE1055.The ellipsoidal height was determined by GPS observations
 HE1055.and is referenced to NAD 83.
 HE1055
 HE1055.The geoid height was determined by GEOID03.
 HE1055
 HE1055;                    North         East     Units Scale Factor Converg.
 HE1055;SPC MO W     -   100,342.546   842,453.026   MT  0.99994188   -0 03 04.2
 HE1055;SPC KS S     -   452,175.743   748,081.420   MT  1.00004424   +2 24 21.4
 HE1055;UTM  15      - 4,103,914.206   359,110.595   MT  0.99984453   -0 57 19.9
 HE1055
 HE1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1055!SPC MO W     -   0.99995512  x   0.99994188  =   0.99989701
 HE1055!SPC KS S     -   0.99995512  x   1.00004424  =   0.99999936
 HE1055!UTM  15      -   0.99995512  x   0.99984453  =   0.99979966
 HE1055
 HE1055:                Primary Azimuth Mark                     Grid Az
 HE1055:SPC MO W     -  CARL JCT MUNICIPAL TANK                  008 14 00.5
 HE1055:SPC KS S     -  CARL JCT MUNICIPAL TANK                  005 46 34.9
 HE1055:UTM  15      -  CARL JCT MUNICIPAL TANK                  009 08 16.2
 HE1055
 HE1055|---------------------------------------------------------------------|
 HE1055| PID    Reference Object                     Distance      Geod. Az  |
 HE1055|                                                           dddmmss.s |
 HE1055| HE1033 CARL JCT MUNICIPAL TANK             APPROX.12.0 KM 0081056.3 |
 HE1055| HE0957 WEBB CITY JASPER CO TB HOSP TK      APPROX.12.8 KM 0405201.5 |
 HE1055| HE0966 WEBB CITY SW MO RR PWR PLT STK      APPROX.12.9 KM 0491226.6 |
 HE1055| HE0964 WEBB CITY MUNICIPAL STANDPIPE       APPROX.13.5 KM 0544314.6 |
 HE1055| HE1043 JOPLIN EAGLE PICHER LEAD CO TK      APPROX. 5.8 KM 0612545.2 |
 HE1055| HE1047 JOPLIN FIRST METH CHURCH SPIRE      APPROX. 6.2 KM 0722139.6 |
 HE1055| HE1053 JOPLIN KEYSTONE HOTEL LNDRY TK      APPROX. 6.7 KM 0740829.5 |
 HE1055| HE1048 JOPLIN SW BELL TEL MICROWAVE        APPROX. 6.2 KM 0770237.6 |
 HE1055| HE1045 JOPLIN THOMAS FRUIT CO STACK        APPROX. 6.9 KM 0781501.1 |
 HE1055| HE1051 JOPLIN PURKETTS LAUNDRY STACK       APPROX. 6.4 KM 0800250.0 |
 HE1055| HE1049 JOPLIN MINERS ICE FUEL CO STK       APPROX. 6.7 KM 0804907.5 |
 HE1055| HE1040 JOPLIN TV STA KDDE N MAST           APPROX. 4.2 KM 0812111.9 |
 HE1055| HE1052 JOPLIN INTST GROCERY CO TANK        APPROX. 6.4 KM 0814158.6 |
 HE1055| HE1041 JOPLIN TV STA KDDE S MAST           APPROX. 4.2 KM 0814601.2 |
 HE1055| HE1042 JOPLIN RADIO STATION WMBH MAST      APPROX. 3.9 KM 0815543.8 |
 HE1055| HE1050 JOPLIN ROGERS IRON WKS SPIPE        APPROX. 6.2 KM 0835729.8 |
 HE1055| HE1046 JOPLIN MUN WATER WKS SPIPE          APPROX. 5.2 KM 0925922.3 |
 HE1055| HE1038 JOPLIN MUN WATER WKS STK            APPROX. 5.2 KM 0931915.6 |
 HE1055| CN7293 LINDER RM 1                          30.035 METERS 14423     |
 HE1055| HE1054 JOPLIN RD DIST 2 HWY MARKER          26.310 METERS 14610     |
 HE1055| CN7292 LINDER AZ MK                                       1690749.9 |
 HE1055| GG0690 OKLAHOMA TURNPIKE RADIO MAST        APPROX. 9.1 KM 2011936.9 |
 HE1055| CN7294 LINDER RM 2                          36.283 METERS 22953     |
 HE1055| GG0721 QUAPAW MUNICIPAL TANK               APPROX.22.4 KM 2333220.8 |
 HE1055| GG0716 COMMERCE MUNICIPAL TANK             APPROX.30.0 KM 2392121.6 |
 HE1055| GG0723 PICHER NORTH MUNICIPAL TANK         APPROX.23.8 KM 2462603.6 |
 HE1055| GG0718 CARDIN COMMERCE MINING CO TANK      APPROX.27.5 KM 2463148.7 |
 HE1055| HE1067 BAXTER SPRINGS MUNICIPAL TANK       APPROX.14.6 KM 2472011.2 |
 HE1055| HE1063 RIVERTON EMP DIST ELEC S STK        APPROX.10.1 KM 2702427.4 |
 HE1055| HE1064 RIVERTON EMP DIST ELEC W STK        APPROX.10.1 KM 2703534.0 |
 HE1055| HE1066 RIVERTON EMP DIST ELEC E STK        APPROX.10.1 KM 2703824.4 |
 HE1055| HE1061 RIVERTON EMP DIST ELEC N STK        APPROX.10.1 KM 2705117.0 |
 HE1055| HE1068 GALENA MUNICIPAL STANDPIPE          APPROX. 4.2 KM 2764755.6 |
 HE1055| HE1056 GALENA EAGLE PICHER SMELT STK       APPROX. 4.3 KM 2934202.0 |
 HE1055| HE1109 SCAMMON ST BRIDGETS CATH CH         APPROX.31.1 KM 3174950.6 |
 HE1055| HE1106 SCAMMON MUNICIPAL TANK              APPROX.30.7 KM 3181841.8 |
 HE1055| HE1107 WEIR MUNICIPAL TANK                 APPROX.31.4 KM 3280822.4 |
 HE1055|---------------------------------------------------------------------|
 HE1055
 HE1055                          SUPERSEDED SURVEY CONTROL
 HE1055
 HE1055  NAD 83(1997)-  37 04 15.29960(N)    094 35 05.53275(W) AD(       ) 1
 HE1055  NAD 83(1997)-  37 04 15.30667(N)    094 35 05.53529(W) AD(       ) 1
 HE1055  NAD 83(1986)-  37 04 15.31449(N)    094 35 05.52934(W) AD(       ) 1
 HE1055  NAD 27      -  37 04 15.10321(N)    094 35 04.71163(W) AD(       ) 1
 HE1055  NGVD 29 (07/13/92)  315.5    (m)         1035.     (f) GPS OBS        
 HE1055
 HE1055.Superseded values are not recommended for survey control.
 HE1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1055.See file dsdata.txt to determine how the superseded data were derived.
 HE1055
 HE1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5911103914(NAD 83)
 HE1055_MARKER: DH = HORIZONTAL CONTROL DISK
 HE1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1055_SP_SET: CONCRETE POST
 HE1055_STAMPING: LINDER 1935
 HE1055_MARK LOGO: CGS   
 HE1055_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1055+STABILITY: SURFACE MOTION
 HE1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1055+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1991
 HE1055
 HE1055  HISTORY     - Date     Condition        Report By
 HE1055  HISTORY     - 1935     MONUMENTED       CGS
 HE1055  HISTORY     - 1935     GOOD             CGS
 HE1055  HISTORY     - 1965     GOOD             CGS
 HE1055  HISTORY     - 1966     GOOD             CGS
 HE1055  HISTORY     - 19910308 GOOD             MOGS
 HE1055  HISTORY     - 19910621 GOOD             USPSQD
 HE1055
 HE1055                          STATION DESCRIPTION
 HE1055
 HE1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1055'THIS STATION IS ABOUT 2 MILES W OF JOPLIN, MISSOURI, ABOUT 3 MILES
 HE1055'E OF GALENA, KANSAS AND ABOUT 7 MILES SW OF WEBB CITY, NEAR THE SE
 HE1055'CORNER OF SEC. 12, T 27 N, R 34 W, ON LAND OWNED BY THE CONNER
 HE1055'INVESTMENT COMPANY, AND OCCUPIED BY J.A. LINDER.  THE MARK IS
 HE1055'SET IN A FIELD 19 FEET N OF THE FENCE LINE ON THE N EDGE OF THE
 HE1055'RIGHT-OF-WAY OF E-W ROAD, ABOUT 150 YARDS W OF CROSSROADS, 47
 HE1055'FEET N OF THE CENTER LINE OF THE ROAD, 102 FEET S OF THE SE
 HE1055'CORNER OF THE MR. LINDERS HOUSE, 87.74 FEET NW OF THE CENTER
 HE1055'OF A CONCRETE HIGHWAY MARKER ON THE S SIDE OF THE HIGHWAY.
 HE1055'THIS MARKER IS A CONCRETE BLOCK 18 BY 8 INCHES BY 3 FEET.  IT
 HE1055'IS SET IN A CONCRETE BASE 2 BY 2.5 FEET.  THE FOLLOWING IS
 HE1055'PRINTED ON THE N FACE OF THE MARKER, JOPLIN SPEC. ROAD DIST.
 HE1055'ROAD NO. 2.  THIS MARKER WAS USED AS REFERENCE MARK.  STATION
 HE1055'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 HE1055'
 HE1055'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE1055'BRONZE DISKS SET IN CONCRETE.
 HE1055'
 HE1055'REFERENCE MARK NO. 1 IS SE OF THE STATION ON THE S EDGE OF THE
 HE1055'RIGHT-OF-WAY OF THE E-W ROAD.  IT IS 12.8 FEET SE OF THE HIGHWAY
 HE1055'MARKER MENTIONED ABOVE, 0.5 FOOT N OF THE FENCE LINE, 28 FEET S OF
 HE1055'THE CENTER LINE OF THE ROAD AND PROJECTS 8 INCHES.
 HE1055'
 HE1055'REFERENCE MARK NO. 2 IS SW OF THE STATION ON THE S EDGE OF THE
 HE1055'RIGHT-OF-WAY, DIRECTLY S OF THE MAIN ENTRANCE OF MR. LINDERS
 HE1055'HOUSE, 28 FEET S OF THE CENTER LINE OF THE ROAD 0.5 FOOT N OF THE
 HE1055'FENCE LINE AND PROJECTS 8 INCHES.
 HE1055'
 HE1055'AZIMUTH MARK IS S OF THE STATION ON THE W EDGE OF THE RIGHT-
 HE1055'OF-WAY OF N-S ROAD 25 FEET W OF THE CENTER LINE OF THE ROAD
 HE1055'AND PROJECTS 8 INCHES.
 HE1055'
 HE1055'TO REACH THE STATION FROM JOPLIN, INTERSECTION OF U.S.HIGHWAYS
 HE1055'71 AND 66, GO W ON U.S. HIGHWAY 66 FOR 4.0 MILES TO CROSSROADS.
 HE1055'HERE TURN S 1.0 MILE TO CROSSROADS.  STATION IS ABOUT 150 YARDS
 HE1055'W OF THIS POINT.
 HE1055'
 HE1055'ALL LIGHTS CAME INTO VIEW AT 56 FEET.
 HE1055
 HE1055                          STATION RECOVERY (1935)
 HE1055
 HE1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 HE1055'RECOVERED IN GOOD CONDITION.
 HE1055
 HE1055                          STATION RECOVERY (1965)
 HE1055
 HE1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1055'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND THE AZIMUTH
 HE1055'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO THE
 HE1055'AZIMUTH MARK WAS VERIFIED.  THE DIRECTIONS TO THE REFERENCE MARKS
 HE1055'WERE VERIFIED.  A DIFFERENCE IN DISTANCE TO THE REFERENCE MARKS
 HE1055'WAS NOTED.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 HE1055'
 HE1055'THE STATION IS 4 MILES WEST OF JOPLIN, MISSOURI, 3 MILES EAST OF
 HE1055'GALENA, KANSAS, 2 MILES EAST OF THE KANSAS-MISSOURI STATE LINE,
 HE1055'AND ON PROPERTY OWNED BY MR. JAMES LINDER.
 HE1055'
 HE1055'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 HE1055'STATE HIGHWAY 26, IN GALENA, KANSAS, GO EAST AND NORTHEAST ON
 HE1055'HIGHWAY 66 FOR 3.3 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 HE1055'SOUTH ON A PAVED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT
 HE1055'AND GO WEST ON A PAVED ROAD FOR 0.05 MILE TO THE STATION ON THE
 HE1055'RIGHT.
 HE1055'
 HE1055'STATION MARK IS A STANDARD DISK STAMPED LINDER
 HE1055'1935, SET IN THE TOP OF A SQUARE CONCRETE POST 12 INCHES BELOW
 HE1055'THE SURFACE OF THE GROUND.  IT IS 141.5 FEET SOUTHWEST OF THE
 HE1055'SOUTH CORNER OF THE LINDER RESIDENCE, 52 FEET NORTH OF THE
 HE1055'CENTERLINE OF A PAVED ROAD 48 FEET SOUTH OF THE SOUTHWEST CORNER
 HE1055'OF A SMALL SHED, 38.5 FEET EAST OF A LONE 8-INCH TREE, AND 22
 HE1055'FEET NORTH OF A TELEPHONE CABLE POLE.
 HE1055'
 HE1055'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LINDER NO 1 1935, IS
 HE1055'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 HE1055'1 FOOT.  IT IS 37.5 FEET WEST OF A TELEPHONE LINE ANCHOR POLE,
 HE1055'28 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, AND 1 FOOT
 HE1055'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 HE1055'
 HE1055'REFERENCE MARK NO. 2, STANDARD DISK STAMPED LINDER NO 2 1935, IS
 HE1055'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 HE1055'1 FOOT.  IT IS 64 FEET SOUTHEAST OF A TELEPHONE CABLE POLE, 28
 HE1055'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, AND 2.5 FEET
 HE1055'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 HE1055'
 HE1055'AZIMUTH MARK IS A STANDARD DISK STAMPED LINDER 1935, SET IN THE
 HE1055'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 1 FOOT.  IT
 HE1055'IS 75 FEET NORTH OF A TELEPHONE POLE, 21 FEET WEST OF THE
 HE1055'CENTERLINE OF A GRAVELROAD, AND 2.5 FEET EAST OF THE WEST
 HE1055'RIGHT-OF-WAY FENCE.
 HE1055'
 HE1055'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05
 HE1055'MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD
 HE1055'FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 HE1055'
 HE1055'JOPLIN, SPEC. ROAD DIST. ROAD NO 2, IS A 1 BY 1-1/2 FOOT
 HE1055'CONCRETE HIGHWAY MARKER MONUMENT WHICH PROJECTS 4 FEET.  IT IS
 HE1055'19 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD.
 HE1055'
 HE1055'NOTE- DISTANCE AND DIRECTION TO THE MONUMENT WAS NOT VERIFIED.
 HE1055'(ONE POSITION ONLY).
 HE1055'
 HE1055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES EAST.
 HE1055'
 HE1055'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 HE1055
 HE1055                          STATION RECOVERY (1966)
 HE1055
 HE1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1055'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HE1055'RECOVERED IN GOOD CONDITION.  HOWEVER A DIFFERENCE IN DIRECTION
 HE1055'AND DISTANCE WAS NOTED TO THE JOPLIN, SPEC. ROAD DIST. ROAD NO 2
 HE1055'MARK.
 HE1055
 HE1055                          STATION RECOVERY (1991)
 HE1055
 HE1055'RECOVERY NOTE BY MISSOURI GEODETIC SURVEY 1991
 HE1055'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HE1055'THE STATION IS A STANDARD USC AND GS DISK SET IN A MASS OF CONCRETE 12
 HE1055'INCHES BELOW THE SURFACE OF A GRAVEL DRIVEWAY ON PROPERTY BELONGING
 HE1055'TO MR. LINDER.  THE STATION IS LOCATED IN THE SE 1/4 OF SECTION 12,
 HE1055'T27N, R34W APPROXIMATELY 250 FT (76.2 M) WEST OF A CROSSROAD
 HE1055'INTERSECTION OF COUNTY ROADS.  THE MARK IS 50 FT (15.2 M) NORTH OF
 HE1055'THE COUNTY ROAD, 40 FT (12.2 M) WEST OF DRIVE TO GARAGE, 22.2 FT
 HE1055'(6.8 M) NORTH OF A NAIL AND SHINER IN A POWER POLE, 38.2 FT (11.6 M)
 HE1055'EAST OF A 14 INCH BLACK JACK TREE, 83.4 FT (25.4 M) SOUTHEAST OF A
 HE1055'NAIL AND SHINER IN A POWER POLE, 60.5 FT (18.4 M) SOUTH OF THE
 HE1055'SOUTHWEST CORNER OF A GARAGE, AND 80.1 FT (24.4 M) SOUTHWEST OF THE
 HE1055'SOUTHEAST CORNER OF THE GARAGE.
 HE1055'THE AZI MARK IS A STANDARD USC AND GS DISK SET IN A SQUARE CONCRETE
 HE1055'POST PROJECTING 12 INCHES.  THE MARK IS LOCATED 0.25 MILES SOUTH OF
 HE1055'THE CROSSROAD INTERSECTION, 24.5 FT (7.5 M) WEST OF THE CENTER LINE,
 HE1055'12.8 FT (3.9 M) NORTHEAST OF A STEEL PIPE FENCE POST, 11.8 FT
 HE1055'(3.6 M) SOUTHEAST OF A STEEL PIPE FENCE POST AND 2.2 FT (0.7 M) EAST
 HE1055'OF A CARSONITE SIGN POST.
 HE1055'STATION AND ZIMUTH MARK TO REACH
 HE1055'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND 20TH STREET IN
 HE1055'JOPLIN, GO WEST ON 20TH STREET 4.0 MILES TO CROSSROAD INTERSECTION OF
 HE1055'COUNTY ROADS.  CONTINUE WEST FOR 0.05 MILES TO GRAVEL DRIVE ON THE
 HE1055'RIGHT AND THE STATION AS DESCRIBED.
 HE1055'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN TO THE CROSSROAD AND
 HE1055'GO SOUTH ON THE COUNTY ROAD FOR 0.25 MILES TO THE MARK ON THE RIGHT.
 HE1055'SPECIAL INFORMATION
 HE1055'DATE OF REPORT 08-06-1991
 HE1055
 HE1055                          STATION RECOVERY (1991)
 HE1055
 HE1055'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 HE1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1152 ***********************************************************************
 KD1152  DESIGNATION -  LINN
 KD1152  PID         -  KD1152
 KD1152  STATE/COUNTY-  MO/LINN
 KD1152  USGS QUAD   -  BROOKFIELD (1984)
 KD1152
 KD1152                         *CURRENT SURVEY CONTROL
 KD1152  ___________________________________________________________________
 KD1152* NAD 83(1997)-  39 52 12.13837(N)    093 05 58.30470(W)     ADJUSTED  
 KD1152* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 KD1152  ___________________________________________________________________
 KD1152  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 KD1152  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KD1152
 KD1152  HORZ ORDER  -  SECOND
 KD1152
 KD1152.The horizontal coordinates were established by classical geodetic methods
 KD1152.and adjusted by the National Geodetic Survey in February 2000..
 KD1152
 KD1152.The orthometric height was scaled from a topographic map.
 KD1152
 KD1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1152
 KD1152.The geoid height was determined by GEOID03.
 KD1152
 KD1152;                    North         East     Units Scale Factor Converg.
 KD1152;SPC MO C     -   448,191.351   448,710.225   MT  0.99996571   -0 23 03.6
 KD1152;UTM  15      - 4,413,337.658   491,488.142   MT  0.99960089   -0 03 49.7
 KD1152
 KD1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1152!SPC MO C     -   0.99996441  x   0.99996571  =   0.99993012
 KD1152!UTM  15      -   0.99996441  x   0.99960089  =   0.99956531
 KD1152
 KD1152|---------------------------------------------------------------------|
 KD1152| PID    Reference Object                     Distance      Geod. Az  |
 KD1152|                                                           dddmmss.s |
 KD1152| CL9765 LINN RM 1                            32.275 METERS 02634     |
 KD1152| CL9764 LINN AZ MK                                         1850657.4 |
 KD1152| KD1178 KANSAS CITY CHICAGO AWY BN 8        APPROX.20.1 KM 2330329.5 |
 KD1152| CL9766 LINN RM 2                            27.035 METERS 32520     |
 KD1152|---------------------------------------------------------------------|
 KD1152
 KD1152                          SUPERSEDED SURVEY CONTROL
 KD1152
 KD1152  NAD 83(1997)-  39 52 12.13985(N)    093 05 58.30522(W) AD(       ) 2
 KD1152  NAD 83(1986)-  39 52 12.14109(N)    093 05 58.30826(W) AD(       ) 2
 KD1152  NAD 27      -  39 52 12.05270(N)    093 05 57.57700(W) AD(       ) 2
 KD1152
 KD1152.Superseded values are not recommended for survey control.
 KD1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1152.See file dsdata.txt to determine how the superseded data were derived.
 KD1152
 KD1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE9148813338(NAD 83)
 KD1152_MARKER: DS = TRIANGULATION STATION DISK
 KD1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1152
 KD1152  HISTORY     - Date     Condition        Report By
 KD1152  HISTORY     - 1948     MONUMENTED       CGS
 KD1152  HISTORY     - 1966     GOOD             CGS
 KD1152
 KD1152                          STATION DESCRIPTION
 KD1152
 KD1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1152'LOCATED ABOUT 6 MILES NORTH AND 1-1/2 MILES WEST OF BROOKFIELD,
 KD1152'5 MILES EAST AND 3/4 MILE SOUTH OF LINNEUS, IN THE NE 1/4 OF SEC.
 KD1152'11, T. 48N., R. 20 W., AND IS ON THE SCHOOL GROUND OF LINN CENTER
 KD1152'RURAL SCHOOL.  IT IS 42 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KD1152'OF THE SCHOOLHOUSE, 14 FEET NORTH OF THE SOUTH SCHOOL YARD FENCE
 KD1152'AND 26 FEET EAST OF A LARGE MAPLE TREE.  THE MARK IS FLUSH WITH
 KD1152'THE GROUND AND THE DISC IS STAMPED LINN 1948.
 KD1152'
 KD1152'REFERENCE MARK NO. 1 IS 105.89 FEET NORTHEAST OF THE STATION,
 KD1152'28 FEET WEST OF THE NORTHEAST CORNER OF THE SCHOOL YARD, 12 FEET
 KD1152'EAST OF THE COALHOUSE AND 33 FEET SOUTH OF THE APPROXIMATE
 KD1152'CENTERLINE OF THE EAST-WEST ROAD.  THE MARK PROJECTS ABOUT 6
 KD1152'INCHES AND THE DISC IS STAMPED LINN NO 1 1948.
 KD1152'
 KD1152'REFERENCE MARK NO. 2 IS 88.70 FEET NORTHWEST OF THE STATION, IN
 KD1152'THE NORTHWEST CORNER OF THE SCHOOL YARD, 38 FEET WEST OF THE
 KD1152'APPROXIMATE CENTER LINE OF THE NORTH-SOUTH ROAD AND 58 FEET SOUTH
 KD1152'OF THE APPROXIMATE CENTERLINE OF THE EAST-WEST ROAD.  THE MARK
 KD1152'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED LINN NO 2 1948.
 KD1152'
 KD1152'AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION, ON THE WEST
 KD1152'RIGHT-OF-WAY OF THE ROAD, 26 FEET WEST OF THE APPROXIMATE CENTER
 KD1152'LINE OF THE ROAD AND 2 FEET NORTH OF A TELEPHONE POLE.  THE
 KD1152'MARK PROJECTS ABOUT 7 INCHES AND THE DISC IS STAMPED LINN 1948.
 KD1152'
 KD1152'STATION WAS REACHED FROM BROOKFIELD AT THE JUNCTION OF US
 KD1152'HIGHWAY 36 AND STATE HIGHWAYS 6 AND 11, BY GOING NORTH ON STATE
 KD1152'HIGHWAY 11 AND MAIN STREET FOR 0.5 MILE TO A CROSS-STREETS WHERE
 KD1152'HIGHWAY 11 TURNS RIGHT OR EAST.  CONTINUE NORTH ON MAIN STREET AND
 KD1152'MAIN GRAVELED ROAD FOR 1.45 MILES TO A ROAD FORKS, TAKE LEFT FORK
 KD1152'AND FOLLOW GRAVELED ROAD FOR 1.55 MILES TO A T-INTERSECTION OF
 KD1152'ROADS.  TURN LEFT OR WEST AND GO 0.5 MILE TO A T-INTERSECTION
 KD1152'OF ROADS, THENCE RIGHT OR NORTH FOR 3.1 MILE TO THE AZIMUTH
 KD1152'MARK ON THE LEFT AS DESCRIBED ABOVE.  CONTINUE 0.35 MILE TO
 KD1152'CROSSROADS AND SCHOOL HOUSE ON THE RIGHT AND THE STATION SITE.
 KD1152'
 KD1152'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 KD1152
 KD1152                          STATION RECOVERY (1966)
 KD1152
 KD1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1152'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KD1152'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KD1152'CONDITION.
 KD1152'
 KD1152'A METAL WITNESS POST WAS SET 13.5 FEET SOUTH OF THE STATION MARK
 KD1152'AT THE NORTH SIDE OF AN EAST-WEST FENCE.
 KD1152'
 KD1152'AZIMUTH MARK IS 4.5 FEET EAST OF A NORTH-SOUTH FENCE, 4 FEET
 KD1152'EAST OF A METAL WITNESS POST, 4 FEET EAST-NORTHEAST OF A
 KD1152'TELEPHONE, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KD1152'
 KD1152'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE LINN
 KD1152'COUNTY COURTHOUSE IN LINNEUS, GO EAST AND SOUTH ON COUNTY ROAD P
 KD1152'FOR 5.95 MILES TO A CROSSROAD AND SCHOOL, AND THE STATION ON THE
 KD1152'LEFT IN THE SOUTHEAST ANGLE OF CROSSROAD NEAR THE SOUTH SIDE
 KD1152'OF SCHOOLYARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1521 ***********************************************************************
 JC1521  DESIGNATION -  LINN MUNICIPAL TANK
 JC1521  PID         -  JC1521
 JC1521  STATE/COUNTY-  MO/OSAGE
 JC1521  USGS QUAD   -  LINN (1981)
 JC1521
 JC1521                         *CURRENT SURVEY CONTROL
 JC1521  ___________________________________________________________________
 JC1521* NAD 83(1997)-  38 28 36.73758(N)    091 50 23.55480(W)     ADJUSTED  
 JC1521* NAVD 88     -                                                        
 JC1521  ___________________________________________________________________
 JC1521  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 JC1521  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JC1521
 JC1521  HORZ ORDER  -  THIRD
 JC1521
 JC1521.The horizontal coordinates were established by classical geodetic methods
 JC1521.and adjusted by the National Geodetic Survey in February 2000..
 JC1521
 JC1521
 JC1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1521
 JC1521.The geoid height was determined by GEOID03.
 JC1521
 JC1521;                    North         East     Units Scale Factor Converg.
 JC1521;SPC MO C     -   293,568.373   557,599.273   MT  0.99997418   +0 24 38.7
 JC1521;UTM  15      - 4,259,364.548   601,194.234   MT  0.99972611   +0 43 18.8
 JC1521
 JC1521                          SUPERSEDED SURVEY CONTROL
 JC1521
 JC1521  NAD 83(1986)-  38 28 36.75129(N)    091 50 23.55815(W) AD(       ) 4
 JC1521  NAD 27      -  38 28 36.60200(N)    091 50 22.93700(W) AD(       ) 3
 JC1521
 JC1521.Superseded values are not recommended for survey control.
 JC1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1521.See file dsdata.txt to determine how the superseded data were derived.
 JC1521
 JC1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC0119459365(NAD 83)
 JC1521_MARKER: 53 = ELEVATED TANK
 JC1521
 JC1521  HISTORY     - Date     Condition        Report By
 JC1521  HISTORY     - 1947     FIRST OBSERVED   CGS
 JC1521
 JC1521                          STATION DESCRIPTION
 JC1521
 JC1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1521'STATION IS ON THE EAST SIDE OF LINN ON TOP OF A HIGH RIDGE.  IT
 JC1521'IS PAINTED BLACK, IS ON FOUR STEEL LEGS THAT ARE ABOUT 35 FT.
 JC1521'APART AT THE BASE, IS ABOUT 125 FT. TALL WITH THE NAME LINN
 JC1521'PAINTED ON THE NORTH AND SOUTH SIDE OF TANK.  IT IS ABOUT 100 FT.
 JC1521'SOUTH OF U.S. HIGHWAY NO 50 AND 5 FT. SOUTHEAST OF A GRAVEL SIDE
 JC1521'ROAD LEADING SOUTHWEST.
 JC1521'
 JC1521'TO REACH FROM THE POST OFFICE IN LINN, GO SOUTHEAST ON U.S.
 JC1521'HIGHWAY NO 50 FOR 1.0 MILE TO STATION ON RIGHT OR SOUTH OF
 JC1521'HIGHWAY AS DESCRIBED.
 JC1521'
 JC1521'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2790 ***********************************************************************
 JD2790  DESIGNATION -  LINNPORT
 JD2790  PID         -  JD2790
 JD2790  STATE/COUNTY-  MO/CAMDEN
 JD2790  USGS QUAD   -  CAMDENTON (1983)
 JD2790
 JD2790                         *CURRENT SURVEY CONTROL
 JD2790  ___________________________________________________________________
 JD2790* NAD 83(1997)-  38 06 38.02213(N)    092 40 52.32338(W)     ADJUSTED  
 JD2790* NAVD 88     -       264.9    (meters)     869.     (feet)  VERTCON   
 JD2790  ___________________________________________________________________
 JD2790  X           -    -235,065.251 (meters)                     COMP
 JD2790  Y           -  -5,019,547.043 (meters)                     COMP
 JD2790  Z           -   3,915,251.157 (meters)                     COMP
 JD2790  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 JD2790  ELLIP HEIGHT-         233.25  (meters)          (02/17/00) GPS OBS
 JD2790  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JD2790
 JD2790  HORZ ORDER  -  THIRD
 JD2790  ELLP ORDER  -  FOURTH    CLASS I
 JD2790
 JD2790.This mark is at Grand Glaize Mem-Osage Beach Airport (K15)
 JD2790
 JD2790.The horizontal coordinates were established by GPS observations
 JD2790.and adjusted by the National Geodetic Survey in February 2000..
 JD2790
 JD2790.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2790
 JD2790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2790
 JD2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2790
 JD2790.The ellipsoidal height was determined by GPS observations
 JD2790.and is referenced to NAD 83.
 JD2790
 JD2790.The geoid height was determined by GEOID03.
 JD2790
 JD2790;                    North         East     Units Scale Factor Converg.
 JD2790;SPC MO C     -   252,718.993   484,109.653   MT  0.99993644   -0 06 42.6
 JD2790;UTM  15      - 4,218,130.173   527,947.666   MT  0.99960962   +0 11 48.3
 JD2790
 JD2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2790!SPC MO C     -   0.99996340  x   0.99993644  =   0.99989984
 JD2790!UTM  15      -   0.99996340  x   0.99960962  =   0.99957304
 JD2790
 JD2790:                Primary Azimuth Mark                     Grid Az
 JD2790:SPC MO C     -  LINNPORT AZ MK                           134 19 24.9
 JD2790:UTM  15      -  LINNPORT AZ MK                           134 00 54.0
 JD2790
 JD2790|---------------------------------------------------------------------|
 JD2790| PID    Reference Object                     Distance      Geod. Az  |
 JD2790|                                                           dddmmss.s |
 JD2790| JD2791 LINNPORT AZ MK                      APPROX. 0.5 KM 1341242.3 |
 JD2790|---------------------------------------------------------------------|
 JD2790
 JD2790                          SUPERSEDED SURVEY CONTROL
 JD2790
 JD2790  NAD 83(1986)-  38 06 38.03436(N)    092 40 52.32247(W) AD(       ) 3
 JD2790  NGVD 29 (07/16/90)  264.8    (m)          869.     (f) GPS OBS        
 JD2790
 JD2790.Superseded values are not recommended for survey control.
 JD2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2790.See file dsdata.txt to determine how the superseded data were derived.
 JD2790
 JD2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2794818130(NAD 83)
 JD2790_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2790_SETTING: 66 = SET IN ROCK OUTCROP
 JD2790_SP_SET: ROCK OUTCROP
 JD2790_STAMPING: LINNPORT 1990
 JD2790_MARK LOGO: NGS   
 JD2790_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2790+STABILITY: POSITION/ELEVATION WELL
 JD2790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2790+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JD2790
 JD2790  HISTORY     - Date     Condition        Report By
 JD2790  HISTORY     - 1990     MONUMENTED       NGS
 JD2790
 JD2790                          STATION DESCRIPTION
 JD2790
 JD2790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JD2790'STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH OF CAMDENTON, AT THE
 JD2790'OSAGE BEACH/LINN-GRAND GLAIZE AIRPORT AT OSAGE BEACH.  OWNERSHIP-TOWN
 JD2790'OF LINN CREEK, CITY HALL LINN CREEK, MO. 65052.  AIRPORT MANAGER IS
 JD2790'CURTIS HELVEY, PHONE IS 314-348-2444, 346-3720.
 JD2790'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 54, STATE ROUTE
 JD2790'42 EAST AND STATE ROUTE 134 EAST, LOCATED AT THE NORTHEAST EDGE OF
 JD2790'OSAGE BEACH, GO SOUTHERLY ALONG U.S HIGHWAY 54 FOR 4.8 KM (3.00 MI) TO
 JD2790'THE SOUTHWEST END OF HIGHWAY BRIDGE OVER LAKE OF THE OZARKS (GRAND
 JD2790'GLAZE BRANCH), THEN CONTINUE SOUTHERLY ALONG U.S.HIGHWAY 54 FOR 4.2 KM
 JD2790'(2.60 MI) TO AN ASPHALT ROAD (LYONS DR.) AT AIRPORT SIGN ON TH LEFT,
 JD2790'THEN GO LEFT SOUTHEASTERLY ALONG ASPHALT ROAD FOR 0.24 KM (0.15 MI) TO
 JD2790'THE AIRPORT MANAGERS OFFICE BUILDING (YELLOW BLOCK BUILDING)ON THE
 JD2790'RIGHT),THEN GO SOUTHEASTERLY ALONG THE APPRON AND TAXIWAY FOR 0.4 KM
 JD2790'(0.25 MI) TO A CROSSOVER.  TURN RIGHT AND GO ALONG THE CONNECTOR AND
 JD2790'CROSSING THE RUNWAY FOR ABOUT 25 METERS TO THE THE STATION SET IN THE
 JD2790'TOP OF A ROCK.
 JD2790'STATION IS 36.9 M (121.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 JD2790'RUNWAY, 48.6 M (159.4 FT) SOUTH-SOUTHEAST OF A RUNWAY LIGHT, 44.4 M
 JD2790'(145.7 FT) WEST OF A RUNWAY LIGHT, 13.4 M (44.0 FT)  NORTHWEST OF THE
 JD2790'EXTENDEDCENTERLINE OF THE CONNECTOR, 0.3 M (1.0 FT)  NORTH-NORTHEAST
 JD2790'OF A CARSONITE WITNESS POST.
 JD2790'DESCRIBED BY R.D.B.  NOTIFY MANAGER OF WORK SCHEDULE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2791 ***********************************************************************
 JD2791  DESIGNATION -  LINNPORT AZ MK
 JD2791  PID         -  JD2791
 JD2791  STATE/COUNTY-  MO/CAMDEN
 JD2791  USGS QUAD   -  CAMDENTON (1983)
 JD2791
 JD2791                         *CURRENT SURVEY CONTROL
 JD2791  ___________________________________________________________________
 JD2791* NAD 83(1997)-  38 06 26.54941(N)    092 40 37.39873(W)     ADJUSTED  
 JD2791* NAVD 88     -       261.     (meters)     856.     (feet)  VERTCON   
 JD2791  ___________________________________________________________________
 JD2791  X           -    -234,712.105 (meters)                     COMP
 JD2791  Y           -  -5,019,779.039 (meters)                     COMP
 JD2791  Z           -   3,914,970.394 (meters)                     COMP
 JD2791  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 JD2791  ELLIP HEIGHT-         229.33  (meters)          (02/17/00) GPS OBS
 JD2791  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JD2791
 JD2791  HORZ ORDER  -  THIRD
 JD2791  ELLP ORDER  -  FOURTH    CLASS I
 JD2791
 JD2791.This mark is at Grand Glaize Mem-Osage Beach Airport (K15)
 JD2791
 JD2791.The horizontal coordinates were established by GPS observations
 JD2791.and adjusted by the National Geodetic Survey in February 2000..
 JD2791.No horizontal observational check was made to the station.
 JD2791
 JD2791.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2791
 JD2791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2791
 JD2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2791
 JD2791.The ellipsoidal height was determined by GPS observations
 JD2791.and is referenced to NAD 83.
 JD2791
 JD2791.The geoid height was determined by GEOID03.
 JD2791
 JD2791;                    North         East     Units Scale Factor Converg.
 JD2791;SPC MO C     -   252,364.577   484,472.537   MT  0.99993630   -0 06 33.4
 JD2791;UTM  15      - 4,217,777.832   528,312.335   MT  0.99960987   +0 11 57.5
 JD2791
 JD2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2791!SPC MO C     -   0.99996402  x   0.99993630  =   0.99990032
 JD2791!UTM  15      -   0.99996402  x   0.99960987  =   0.99957390
 JD2791
 JD2791:                Primary Azimuth Mark                     Grid Az
 JD2791:SPC MO C     -  LINNPORT                                 314 19 24.9
 JD2791:UTM  15      -  LINNPORT                                 314 00 54.0
 JD2791
 JD2791|---------------------------------------------------------------------|
 JD2791| PID    Reference Object                     Distance      Geod. Az  |
 JD2791|                                                           dddmmss.s |
 JD2791| JD2790 LINNPORT                            APPROX. 0.5 KM 3141251.5 |
 JD2791|---------------------------------------------------------------------|
 JD2791
 JD2791                          SUPERSEDED SURVEY CONTROL
 JD2791
 JD2791  NAD 83(1986)-  38 06 26.56163(N)    092 40 37.39782(W) AD(       ) 3
 JD2791  NGVD 29 (07/16/90)  261.     (m)          856.     (f) GPS OBS        
 JD2791
 JD2791.Superseded values are not recommended for survey control.
 JD2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2791.See file dsdata.txt to determine how the superseded data were derived.
 JD2791
 JD2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2831217778(NAD 83)
 JD2791_MARKER: I = METAL ROD
 JD2791_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JD2791_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JD2791_STAMPING: LINNPORT AZ MK 1990
 JD2791_MARK LOGO: NGS   
 JD2791_PROJECTION: FLUSH
 JD2791_MAGNETIC: I = MARKER IS A STEEL ROD
 JD2791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2791+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JD2791_ROD/PIPE-DEPTH: 7.83 meters
 JD2791_SLEEVE-DEPTH  : 0.93 meters
 JD2791
 JD2791  HISTORY     - Date     Condition        Report By
 JD2791  HISTORY     - 1990     MONUMENTED       NGS
 JD2791
 JD2791                          STATION DESCRIPTION
 JD2791
 JD2791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JD2791'STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH OF CAMDENTON, AT THE
 JD2791'OSAGE BEACH/LINN-GRAND GLAIZE AIRPORT AT OSAGE BEACH.  OWNERSHIP-TOWN
 JD2791'OF LINN CREEK, CITY HALL LINN CREEK, MO. 65052.  AIRPORT MANAGER IS
 JD2791'CURTIS HELVEY, PHONE IS 314-348-2444, 346-3720.
 JD2791'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 54, STATE ROUTE
 JD2791'42 EAST AND STATE ROUTE 134 EAST, LOCATED AT THE NORTHEAST EDGE OF
 JD2791'OSAGE BEACH, GO SOUTHERLY ALONG U.S HIGHWAY 54 FOR 4.8 KM (3.00 MI) TO
 JD2791'THE SOUTHWEST END OF HIGHWAY BRIDGE OVER LAKE OF THE OZARKS (GRAND
 JD2791'GLAZE BRANCH), THEN CONTINUE SOUTHERLY ALONG U.S.HIGHWAY 54 FOR 4.2 KM
 JD2791'(2.60 MI) TO AN ASPHALT ROAD (LYONS DR.) AT AIRPORT SIGN ON TH LEFT,
 JD2791'THEN GO LEFT SOUTHEASTERLY ALONG ASPHALT ROAD FOR 0.24 KM (0.15 MI) TO
 JD2791'THE AIRPORT MANAGERS OFFICE BUILDING (YELLOW BLOCK BUILDING)ON THE
 JD2791'RIGHT),THEN GO SOUTHEASTERLY ALONG THE APPRON AND TAXIWAY FOR 0.4 KM
 JD2791'(0.25 MI) TO A CROSSOVER, CONTINUE SOUTHEAST ALONG THE TAXIWAY FOR 0.4
 JD2791'KM (0.25 MI) TO THE SOUTHEAST END OF RUNWAY 14-32 AND THE AZ MK
 JD2791'LOCATED IN THE GRASSY AREA OF A COFFEE CUP HANDLE TURNAROUND, AS
 JD2791'DESCRIBED.
 JD2791'AZ MK IS 12.35 M (40.5 FT) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY,
 JD2791'16.2 M (53.1 FT) SOUTHEAST OF THE CENTERLINE OF A CROSSOVER, 35.2 M
 JD2791'(115.5 FT) NORTHEAST OF THE CENTERLINE OF THE RUNWAY, 22.5 M
 JD2791'(73.8 FT) NORTH-NORTHEAST OF A PURPLE TAXIWAY LIGHT.
 JD2791'DESCRIBED BY R.D.B.     NOTIFY MANAGER OF WORK SCHEDULE.
 JD2791'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0852 ***********************************************************************
 LD0852  DESIGNATION -  LIPES RESET
 LD0852  PID         -  LD0852
 LD0852  STATE/COUNTY-  MO/LEWIS
 LD0852  USGS QUAD   -  DEER RIDGE (1951)
 LD0852
 LD0852                         *CURRENT SURVEY CONTROL
 LD0852  ___________________________________________________________________
 LD0852* NAD 83(1997)-  40 09 57.19072(N)    091 56 55.08692(W)     ADJUSTED  
 LD0852* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 LD0852  ___________________________________________________________________
 LD0852  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 LD0852  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LD0852
 LD0852  HORZ ORDER  -  FIRST
 LD0852
 LD0852.The horizontal coordinates were established by classical geodetic methods
 LD0852.and adjusted by the National Geodetic Survey in February 2000..
 LD0852
 LD0852.The orthometric height was scaled from a topographic map.
 LD0852
 LD0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0852
 LD0852.The geoid height was determined by GEOID03.
 LD0852
 LD0852;                    North         East     Units Scale Factor Converg.
 LD0852;SPC MO E     -   481,872.903   126,601.304   MT  1.00012072   -0 56 04.2
 LD0852;SPC MO C     -   481,012.360   546,966.022   MT  0.99996048   +0 21 20.3
 LD0852;UTM  15      - 4,446,699.082   589,527.489   MT  0.99969867   +0 40 41.4
 LD0852
 LD0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0852!SPC MO E     -   0.99996919  x   1.00012072  =   1.00008990
 LD0852!SPC MO C     -   0.99996919  x   0.99996048  =   0.99992967
 LD0852!UTM  15      -   0.99996919  x   0.99969867  =   0.99966787
 LD0852
 LD0852:                Primary Azimuth Mark                     Grid Az
 LD0852:SPC MO E     -  FAIRMONT RESET                           010 58 49.3
 LD0852:SPC MO C     -  FAIRMONT RESET                           009 41 24.8
 LD0852:UTM  15      -  FAIRMONT RESET                           009 22 03.7
 LD0852
 LD0852|---------------------------------------------------------------------|
 LD0852| PID    Reference Object                     Distance      Geod. Az  |
 LD0852|                                                           dddmmss.s |
 LD0852| LD0856 FAIRMONT RESET                      APPROX.18.7 KM 0100245.1 |
 LD0852| CL9767 LIPES AZ MK                                        1855929.9 |
 LD0852| CL9768 LIPES RM 1                           33.644 METERS 22327     |
 LD0852| CL9769 LIPES RM 2                           29.255 METERS 31054     |
 LD0852| CL9770 LIPES RM 3                           27.418 METERS 34035     |
 LD0852|---------------------------------------------------------------------|
 LD0852
 LD0852                          SUPERSEDED SURVEY CONTROL
 LD0852
 LD0852  NAD 83(1997)-  40 09 57.18970(N)    091 56 55.09023(W) AD(       ) 1
 LD0852  NAD 83(1997)-  40 09 57.18965(N)    091 56 55.09013(W) AD(       ) 1
 LD0852  NAD 83(1986)-  40 09 57.19774(N)    091 56 55.09442(W) AD(       ) 1
 LD0852  NAD 27      -  40 09 57.05030(N)    091 56 54.47250(W) AD(       ) 1
 LD0852
 LD0852.Superseded values are not recommended for survey control.
 LD0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0852.See file dsdata.txt to determine how the superseded data were derived.
 LD0852
 LD0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE8952746699(NAD 83)
 LD0852_MARKER: DS = TRIANGULATION STATION DISK
 LD0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0852_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0852
 LD0852  HISTORY     - Date     Condition        Report By
 LD0852  HISTORY     - 1934     MONUMENTED       CGS
 LD0852  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LD0852
 LD0852                          STATION DESCRIPTION
 LD0852
 LD0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0852'THIS STATION IS ABOUT 4 MILES NW OF LA BELLE, NEAR NW CORNER
 LD0852'OF SEC. 19, T 62 N, R 9 W, ON LAND OWNED BY H.M. LIPES.  THE
 LD0852'MARK IS SET IN THE SW CORNER OF THE COW LOT, 19 FEET N OF
 LD0852'FENCE LINE, 34 FEET E OF FENCE LINE, 53 FEET E OF CENTER
 LD0852'LINE OF COUNTY LINE ROAD, 56 FEET, SW OF THE SW CORNER OF
 LD0852'THE BARN, 25 FEET N OF A 2-FOOT TREE, AND 38 FEET NE OF FENCE
 LD0852'CORNER.  THE MARK PROJECTS 10 INCHES.
 LD0852'
 LD0852'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 LD0852'SET IN THE TOPS OF CONCRETE CYLINDERS.
 LD0852'
 LD0852'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LD0852'
 LD0852'REFERENCE MARK NO. 1 IS SW OF THE STATION, 22 FEET W OF THE
 LD0852'CENTER LINE OF THE COUNTY LINE ROAD, 2 FEET E OF THE RIGHT-OF-WAY
 LD0852'FENCE LINE AND PROJECTS 12 INCHES.
 LD0852'
 LD0852'REFERENCE MARK NO. 2 IS NW OF THE STATION, 19 FEET W OF THE
 LD0852'CENTER LINE OF THE COUNTY LINE ROAD, 5 FEET E OF THE RIGHT-OF-WAY
 LD0852'FENCE LINE AND PROJECTS 12 INCHES.
 LD0852'
 LD0852'AZIMUTH MARK IS SSW OF THE STATION, 19 FEET W OF THE CENTER
 LD0852'LINE OF THE COUNTY LINE ROAD, 5 FEET E OF THE RIGHT-OF-WAY
 LD0852'FENCE LINE, 36 FEET N OF LARGE TWIN TREES IN FENCE LINE AND
 LD0852'PROJECTS 14 INCHES.
 LD0852'
 LD0852'TO REACH FROM LA BELLE BY GOING W ON STATE HIGHWAY 6, FOR
 LD0852'2 MILES TO DIRT ROAD LEADING N AT LEWIS-KNOX COUNTY LINE,
 LD0852'GO N ON THIS ROAD 2.7 MILES TO STATION.
 LD0852'
 LD0852'ALL LIGHTS COME INTO VIEW AT 60 FEET.
 LD0852
 LD0852                          STATION RECOVERY (1967)
 LD0852
 LD0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LD0852'THE STATION MARK WAS RECOVERED IN A CULTIVATED FIELD.  THE
 LD0852'UNDERGROUND MARK AND SURFACE MARK WERE LOWERED HOLDING THE
 LD0852'POSITION OF THE UNDERGROUND MARK.  THE SURFACE MARK WAS FOUND
 LD0852'TO BE 0.028 METERS WEST-SOUTHWEST OF THE UNDERGROUND MARK,
 LD0852'MAGNETIC COMPUS BEARING 260 DEG.
 LD0852'
 LD0852'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LD0852'
 LD0852'REFERENCE MARK NO. 2 WAS FOUND DISPLACED AND WAS RESET.
 LD0852'
 LD0852'THE AZIMUTH MARK WAS NOT RECOVERED AND WAS ASSUMED THE MARK
 LD0852'WAS DESTROYED WHEN THE ROAD WAS WIDENED.  NO OBJECTS VISIBLE
 LD0852'SO A NEW AZIMUTH MARK COULD NOT BE SET.
 LD0852'
 LD0852'FOLLOWING IS A NEW DESCRIPTION.
 LD0852'
 LD0852'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6
 LD0852'AND COUNTY ROAD D AT LA BELLE, GO WEST ON STATE HIGHWAY 6 FOR
 LD0852'2.15 MILES TO A CROSSROAD AT THE COUNTY LINE.  TURN RIGHT
 LD0852'AND GO NORTH ON A GRAVELED ROAD FOR 2.75 MILE TO A GATE, A
 LD0852'BARN, AND THE STATION ON THE RIGHT.
 LD0852'
 LD0852'STATION MARK ARE STANDARD DISKS STAMPED LIPES 1934 1967.
 LD0852'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 LD0852'WHICH IS 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 LD0852'88 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE WITH A TRANSFORMER,
 LD0852'56 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 54.5 FEET
 LD0852'EAST OF THE CENTER OF THE GRAVELED ROAD, AND 29.5 FEET EAST
 LD0852'OF A METAL WITNESS POST SET IN A NORTH-SOUTH FENCE.  THE
 LD0852'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48
 LD0852'INCHES BELOW THE SURFACE OF THE GROUND.
 LD0852'
 LD0852'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LIPES NO. 1
 LD0852'1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LD0852'12 INCHES.  IT IS 19 FEET WEST OF THE CENTER OF THE GRAVELED
 LD0852'ROAD AND 1 FOOT EAST OF A FENCE.
 LD0852'
 LD0852'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LIPES 1934
 LD0852'NO. 3 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LD0852'PROJECTS 1 INCH.  IT IS 23 FEET EAST OF THE CENTER OF THE
 LD0852'GRAVELED ROAD, 14 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 LD0852'4 FEET SOUTH-SOUTHWEST OF SOUTH GATE POST FOR A WIRE GATE,
 LD0852'2 FEET NORTH-NORTHEAST OF A POWERLINE POLE WITH THE TRANSFORMER,
 LD0852'AND 2 FEET WEST OF A FENCE.
 LD0852'
 LD0852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 LD0852'NORTHWEST OF LA BELLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1703 ***********************************************************************
 GD1703  DESIGNATION -  LISLE
 GD1703  PID         -  GD1703
 GD1703  STATE/COUNTY-  MO/PEMISCOT
 GD1703  USGS QUAD   -  PORTAGEVILLE (1971)
 GD1703
 GD1703                         *CURRENT SURVEY CONTROL
 GD1703  ___________________________________________________________________
 GD1703* NAD 83(1997)-  36 22 43.53042(N)    089 42 01.35125(W)     ADJUSTED  
 GD1703* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 GD1703  ___________________________________________________________________
 GD1703  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GD1703  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GD1703
 GD1703  HORZ ORDER  -  THIRD
 GD1703
 GD1703.The horizontal coordinates were established by classical geodetic methods
 GD1703.and adjusted by the National Geodetic Survey in February 2000..
 GD1703
 GD1703.The orthometric height was scaled from a topographic map.
 GD1703
 GD1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1703
 GD1703.The geoid height was determined by GEOID03.
 GD1703
 GD1703;                    North         East     Units Scale Factor Converg.
 GD1703;SPC MO E     -    60,813.823   321,746.692   MT  0.99999673   +0 28 27.5
 GD1703;SPC TN       -   233,218.496   268,044.465   MT  0.99999350   -2 09 58.8
 GD1703;SPC TN       -   765,151.02    879,409.22   sFT  0.99999350   -2 09 58.8
 GD1703;UTM  16      - 4,029,346.823   257,763.880   MT  1.00032303   -1 36 08.7
 GD1703
 GD1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1703!SPC MO E     -   0.99999112  x   0.99999673  =   0.99998785
 GD1703!SPC TN       -   0.99999112  x   0.99999350  =   0.99998462
 GD1703!UTM  16      -   0.99999112  x   1.00032303  =   1.00031415
 GD1703
 GD1703:                Primary Azimuth Mark                     Grid Az
 GD1703:SPC MO E     -  PORTAGEVILLE MUNICIPAL TANK              001 34 31.5
 GD1703:SPC TN       -  PORTAGEVILLE MUNICIPAL TANK              004 12 57.8
 GD1703:UTM  16      -  PORTAGEVILLE MUNICIPAL TANK              003 39 07.7
 GD1703
 GD1703|---------------------------------------------------------------------|
 GD1703| PID    Reference Object                     Distance      Geod. Az  |
 GD1703|                                                           dddmmss.s |
 GD1703| GD1704 PORTAGEVILLE MUNICIPAL TANK         APPROX. 5.1 KM 0020259.0 |
 GD1703| CG3707 LISLE RM 1                           20.945 METERS 00826     |
 GD1703| GD1705 PORTAGEVILLE SWIFT AND CO TANK      APPROX. 6.6 KM 0083830.0 |
 GD1703| CG3706 LISLE AZ MK                                        0882941.8 |
 GD1703| CG3708 LISLE RM 2                           21.097 METERS 28159     |
 GD1703|---------------------------------------------------------------------|
 GD1703
 GD1703                          SUPERSEDED SURVEY CONTROL
 GD1703
 GD1703  NAD 83(1997)-  36 22 43.53240(N)    089 42 01.35207(W) AD(       ) 3
 GD1703  NAD 83(1997)-  36 22 43.53860(N)    089 42 01.34963(W) AD(       ) 3
 GD1703  NAD 83(1986)-  36 22 43.54156(N)    089 42 01.34960(W) AD(       ) 3
 GD1703  NAD 27      -  36 22 43.31300(N)    089 42 01.06170(W) AD(       ) 3
 GD1703
 GD1703.Superseded values are not recommended for survey control.
 GD1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1703.See file dsdata.txt to determine how the superseded data were derived.
 GD1703
 GD1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5776429347(NAD 83)
 GD1703_MARKER: DS = TRIANGULATION STATION DISK
 GD1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1703
 GD1703  HISTORY     - Date     Condition        Report By
 GD1703  HISTORY     - 1954     MONUMENTED       CGS
 GD1703  HISTORY     - 1970     GOOD             NGS
 GD1703  HISTORY     - 20040210 MARK NOT FOUND   USACE
 GD1703
 GD1703                          STATION DESCRIPTION
 GD1703
 GD1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1703'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF HAYTI AND
 GD1703'ABOUT 3 MILES SOUTH OF PORTAGEVILLE.  IT IS 69 FEET EAST OF A
 GD1703'POWERLINE POLE, 53 FEET NORTH OF THE NORTHEAST CORNER OF A BARN AND
 GD1703'42 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.  IT IS STAMPED LISLE
 GD1703'1954 AND IS SET 14 INCHES BELOW THE SURFACE OF THE GROUND.
 GD1703'
 GD1703'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE CENTER OF A GRAVELED
 GD1703'ROAD AND 1.0 FEET SOUTH OF A FENCE LINE.  IT IS STAMPED LISLE NO 1
 GD1703'1954 AND PROJECTS 4 INCHES.
 GD1703'
 GD1703'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE CENTER OF A GRAVELED
 GD1703'ROAD AND 1.0 FEET EAST OF A POWERLINE POLE.  IT IS STAMPED LISLE NO 2
 GD1703'1954 AND PROJECTS 4 INCHES.
 GD1703'
 GD1703'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 94.49 FEET.
 GD1703'
 GD1703'THE AZIMUTH MARK IS 54 FEET EAST OF A DRIVEWAY TO A FARMHOUSE, 30
 GD1703'FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 1.0 FEET WEST OF A
 GD1703'POWERLINE POLE.  IT IS STAMPED LISLE 1954 AND IS SET FLUSH.
 GD1703'
 GD1703'TO REACH THE STATION FROM THE POST OFFICE IN PORTAGEVILLE, GO EAST
 GD1703'FOR 0.25 MILE TO U.S. HIGHWAY 61, TURN RIGHT, SOUTH, ON U.S. HIGHWAY
 GD1703'61 AND GO 3.3 MILES TO A GRAVELED ROAD LEFT, TURN LEFT, EAST, AND
 GD1703'GO 0.1 MILE TO THE STATION ON THE RIGHT.
 GD1703'
 GD1703'TO REACH THE AZIMUTH FROM THE STATION GO EAST FOR 0.55 MILE TO THE
 GD1703'MARK ON THE LEFT AS DESCRIBED.
 GD1703'
 GD1703'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GD1703
 GD1703                          STATION RECOVERY (1970)
 GD1703
 GD1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1703'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GD1703'HOWEVER, THE AZIMUTH MARK IS NOW OBSTRUCTED BY A SMALL SHED NEAR
 GD1703'THE STATION SITE AND IS NOT AT PRESENT VISIBLE.  AS NO POSITIONED
 GD1703'OBJECTS ARE NOW VISIBLE FROM THE STATION, NO EFFORT WAS MADE TO
 GD1703'SET A NEW AZIMUTH MARK.  THE STATION WAS OCCUPIED AND THE HORIZONTAL
 GD1703'ANGLE OBSERVED BETWEEN THE REFERENCE MARKS, AND CHECKED THE 1954
 GD1703'OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS.  IN CHECKING
 GD1703'THE HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION AND THE
 GD1703'REFERENCE MARKS, AND BETWEEN THE REFERENCE MARKS, ALL 1953
 GD1703'MEASUREMENTS WERE CHECKED FLAT.
 GD1703'
 GD1703'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1703'
 GD1703'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF HAYTI AND
 GD1703'ABOUT 3 MILES SOUTH OF PORTAGEVILLE, IN A BARN AND MACHINERY LOT ON
 GD1703'THE PROPERTY OF MRS LIL KILLIAN.
 GD1703'
 GD1703'TO REACH THE STATION FROM THE INTERCHANGE OF STATE ROUTE 162 AND
 GD1703'INTERSTATE ROUTE 55 AT THE EAST EDGE OF PORTAGEVILLE, GO SOUTHERLY
 GD1703'ON INTERSTATE ROUTE 55 FOR 5.3 MILES TO THE COUNTY ROUTE A
 GD1703'INTERCHANGE, AND BEAR RIGHT ONTO THE ACCESS RAMP TO COUNTY ROUTE A,
 GD1703'THEN TURN LEFT CROSSING OVER THE INTERSTATE FOR ABOUT 0.1 OF A MILE
 GD1703'TO THE OUTER LOOP ROAD ON THE LEFT.  HERE TURN SHARP LEFT ONTO
 GD1703'THE EAST OUTER LOOP ROAD AND GO NORTHERLY FOR 2.0 MILES TO A
 GD1703'GRAVELED T ROAD ON THE RIGHT AND THE STATION IN THE SOUTHEAST ANGLE
 GD1703'AS DESCRIBED.
 GD1703'
 GD1703'THE STATION IS 267 FEET EAST OF THE APPROXIMATE CENTER OF THE EAST
 GD1703'OUTER LOOP ROAD, 99 FEET EAST OF A POWERLINE TRANSFORMER POLE, 55
 GD1703'FEET NORTHEAST OF A SECURITY LIGHT POLE, 53 FEET NORTH OF THE
 GD1703'NORTHEAST CORNER OF A LARGE BARN, 42 FEET SOUTH OF THE
 GD1703'APPROXIMATE CENTER OF THE GRAVELED ROAD, 38 FEET EAST OF THE
 GD1703'APPROXIMATE CENTER OF THE LOT DRIVE AND 33 FEET WEST OF THE
 GD1703'SOUTHWEST CORNER OF A SMALL SHED.  IT IS A STANDARD DISK SET IN THE
 GD1703'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 12 INCHES BELOW THE
 GD1703'SURFACE OF THE LOT AND THE DISK IS STAMPED LISLE
 GD1703'1954.
 GD1703'
 GD1703'REFERENCE MARK NO. 1 IS 277 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1703'THE EAST OUTER LOOP ROAD, 106 FEET EAST OF A GUYED POWERLINE POLE,
 GD1703'27 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 16
 GD1703'FEET WEST OF A SOUTHWEST FENCE CORNER POST, 16 FEET SOUTH OF THE
 GD1703'SOUTH EDGE OF A SMALL POND, AND 1.3 FEET WEST OF A METAL WITNESS POST
 GD1703'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE
 GD1703'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GD1703'LISLE NO 1 1954.
 GD1703'
 GD1703'REFERENCE MARK NO. 2 IS 200 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1703'THE EAST OUTER LOOP ROAD, 73 FEET NORTHWEST OF THE NORTHWEST CORNER
 GD1703'OF THE BARN PROPER, 48 FEET NORTHWEST OF THE SECURITY LIGHT POLE, 35
 GD1703'FEET EAST-SOUTHEAST OF THE POWERLINE TRANSFORMER POLE, 31 FEET
 GD1703'WEST OF THE APPROXIMATE CENTER OF THE LOT DRIVE, 26 FEET SOUTH
 GD1703'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, AND 1.0 FOOT
 GD1703'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 GD1703'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 GD1703'5 INCHES AND THE DISK IS STAMPED LISLE NO 2 1954.
 GD1703'
 GD1703'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1703'REFERENCE MARK NO. 2 IS 94.49 FEET - 28.801 METERS.
 GD1703'
 GD1703'THE AZIMUTH MARK IS ABOUT 0.55 OF A MILE EAST OF THE STATION, 65
 GD1703'FEET EAST OF A 48-INCH RED OAK TREE, 58 FEET SOUTH-SOUTHEAST OF A
 GD1703'36-INCH ELM TREE, 50 FEET EAST OF THE APPROXIMATE CENTER OF A
 GD1703'DRIVEWAY, 25 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 GD1703'ROAD, 1.5 FEET SOUTH-SOUTHWEST OF A GUYED POWERLINE TRANSFORMER
 GD1703'POLE, AND 1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 GD1703'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 GD1703'MONUMENT ABOUT 3 INCHES BELOW THE GROUND SURFACE AND THE DISK IS
 GD1703'STAMPED LISLE 1954.
 GD1703'
 GD1703'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON THE
 GD1703'GRAVELED ROAD FOR 0.55 OF A MILE TO A GROUP OF FARM BUILDINGS ON THE
 GD1703'LEFT AND THE MARK ON THE LEFT AS DESCRIBED.
 GD1703'
 GD1703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1703'SOUTH OF PORTAGEVILLE.
 GD1703
 GD1703                          STATION RECOVERY (2004)
 GD1703
 GD1703'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1354 ***********************************************************************
 KE1354  DESIGNATION -  LITTLE BLUE 2
 KE1354  PID         -  KE1354
 KE1354  STATE/COUNTY-  MO/JACKSON
 KE1354  USGS QUAD   -  MISSOURI CITY (1990)
 KE1354
 KE1354                         *CURRENT SURVEY CONTROL
 KE1354  ___________________________________________________________________
 KE1354* NAD 83(1997)-  39 12 05.67036(N)    094 15 25.27199(W)     ADJUSTED  
 KE1354* NAVD 88     -       259.     (meters)     850.     (feet)  VERTCON   
 KE1354  ___________________________________________________________________
 KE1354  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 KE1354  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1354
 KE1354  HORZ ORDER  -  SECOND
 KE1354
 KE1354.The horizontal coordinates were established by classical geodetic methods
 KE1354.and adjusted by the National Geodetic Survey in February 2000..
 KE1354
 KE1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1354
 KE1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1354
 KE1354.The geoid height was determined by GEOID03.
 KE1354
 KE1354;                    North         East     Units Scale Factor Converg.
 KE1354;SPC MO W     -   336,854.547   870,987.409   MT  0.99994660   +0 09 12.9
 KE1354;UTM  15      - 4,339,898.585   391,460.182   MT  0.99974506   -0 47 40.5
 KE1354
 KE1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1354!SPC MO W     -   0.99996447  x   0.99994660  =   0.99991107
 KE1354!UTM  15      -   0.99996447  x   0.99974506  =   0.99970954
 KE1354
 KE1354:                Primary Azimuth Mark                     Grid Az
 KE1354:SPC MO W     -  NEW EXCEL SPRINGS WATER TANK             004 06 52.1
 KE1354:UTM  15      -  NEW EXCEL SPRINGS WATER TANK             005 03 45.5
 KE1354
 KE1354|---------------------------------------------------------------------|
 KE1354| PID    Reference Object                     Distance      Geod. Az  |
 KE1354|                                                           dddmmss.s |
 KE1354| CL7987 NEW EXCEL SPRINGS WATER TANK                       0041605.0 |
 KE1354| KE1355 LITTLE BLUE                           6.032 METERS 22533     |
 KE1354| KE1352 MICRO                               APPROX. 5.7 KM 3113450.1 |
 KE1354|---------------------------------------------------------------------|
 KE1354
 KE1354                          SUPERSEDED SURVEY CONTROL
 KE1354
 KE1354  NAD 83(1997)-  39 12 05.67047(N)    094 15 25.27223(W) AD(       ) 2
 KE1354  NAD 83(1986)-  39 12 05.67651(N)    094 15 25.26714(W) AD(       ) 2
 KE1354  NAD 27      -  39 12 05.66563(N)    094 15 24.45839(W) AD(       ) 2
 KE1354  NGVD 29 (07/19/86)  259.     (m)          850.     (f) VERT ANG       
 KE1354
 KE1354.Superseded values are not recommended for survey control.
 KE1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1354.See file dsdata.txt to determine how the superseded data were derived.
 KE1354
 KE1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9146039899(NAD 83)
 KE1354_MARKER: DD = SURVEY DISK
 KE1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1354
 KE1354  HISTORY     - Date     Condition        Report By
 KE1354  HISTORY     - 1974     MONUMENTED       USE
 KE1354
 KE1354                          STATION DESCRIPTION
 KE1354
 KE1354'DESCRIBED BY US ENGINEERS 1974
 KE1354'JACKSON CO., MO., T-51-N, R-30-W. ABOUT 1400 FT N. AND 2500 FT
 KE1354'E. OF SW. COR OF SEC. 30, ON LAND OWNED BY MR. CHARLES MAGARGEES,
 KE1354'LOCATED ON HIGH POINT OF BLUFF.  71 FT E. OF N-S FENCE
 KE1354'LINE.  19.79 FT NNE OF LITTLE BLUE (MORC).  A C OF E DISC STAMPED
 KE1354'LITTLE BLUE-2, SET IN TOP OF ROUND CONCRETE POST, FLUSH WITH
 KE1354'GROUND.
 KE1354'
 KE1354'TO REACH--
 KE1354'
 KE1354'FROM ATHERTON, GO 3.35 MILES NNE ON ATHERTON-SIBLEY ROAD TO
 KE1354'HOME OF MR. CHARLES MAGARGEES.  TURN IN DRIVEWAY (LEFT) AND
 KE1354'PROCEED THRU GATE TO PASTURE AND GO TO TOP OF BLUFF AND STATION
 KE1354'LOCATION.
 KE1354'
 KE1354'REFERENCES--1.53 FT N. TO STEEL POST AND SIGN.
 KE1354'
 KE1354'1.50 FT S. TO STEEL POST AND SIGN.
 KE1354'
 KE1354'71.06 FT W. TO SHINER IN 12 IN OAK.
 KE1354'
 KE1354'104.61 FT SSW. TO SHINER IN FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0985 ***********************************************************************
 HC0985  DESIGNATION -  LITTLE GRASSY
 HC0985  PID         -  HC0985
 HC0985  STATE/COUNTY-  MO/MADISON
 HC0985  USGS QUAD   -  ROCK PILE MOUNTAIN (1980)
 HC0985
 HC0985                         *CURRENT SURVEY CONTROL
 HC0985  ___________________________________________________________________
 HC0985* NAD 83(1997)-  37 27 48.41136(N)    090 24 17.97753(W)     ADJUSTED  
 HC0985* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 HC0985  ___________________________________________________________________
 HC0985  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 HC0985  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 HC0985
 HC0985  HORZ ORDER  -  FIRST
 HC0985
 HC0985.The horizontal coordinates were established by classical geodetic methods
 HC0985.and adjusted by the National Geodetic Survey in February 2000..
 HC0985
 HC0985.The orthometric height was scaled from a topographic map.
 HC0985
 HC0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0985
 HC0985.The geoid height was determined by GEOID03.
 HC0985
 HC0985;                    North         East     Units Scale Factor Converg.
 HC0985;SPC MO E     -   180,887.730   258,404.503   MT  0.99993420   +0 03 28.0
 HC0985;UTM  15      - 4,149,448.654   729,505.152   MT  1.00024886   +1 34 44.8
 HC0985
 HC0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0985!SPC MO E     -   0.99994053  x   0.99993420  =   0.99987473
 HC0985!UTM  15      -   0.99994053  x   1.00024886  =   1.00018938
 HC0985
 HC0985:                Primary Azimuth Mark                     Grid Az
 HC0985:SPC MO E     -  LITTLE GRASSY AZ MK                      002 03 01.2
 HC0985:UTM  15      -  LITTLE GRASSY AZ MK                      000 31 44.4
 HC0985
 HC0985|---------------------------------------------------------------------|
 HC0985| PID    Reference Object                     Distance      Geod. Az  |
 HC0985|                                                           dddmmss.s |
 HC0985| CI4516 LITTLE GRASSY AZ MK                                0020629.2 |
 HC0985| HC0925 FREDERICKTOWN MUNICIPAL TANK        APPROX.14.0 KM 0432956.4 |
 HC0985| HC0976 BUFORD MTN RADIO KAR 42 E MAST      APPROX. 5.8 KM 0615532.6 |
 HC0985| HC0955 COTTENER FIRE TOWER                 APPROX.17.3 KM 0895559.0 |
 HC0985| CI4517 LITTLE GRASSY RM 1                   25.713 METERS 25521     |
 HC0985| HC0984 FARO FIRE TOWER                      21.281 METERS 27727     |
 HC0985| HC0928 BLUE FIRE TOWER                     APPROX.12.1 KM 3194737.6 |
 HC0985| CI4518 LITTLE GRASSY RM 2                   19.415 METERS 35618     |
 HC0985|---------------------------------------------------------------------|
 HC0985
 HC0985                          SUPERSEDED SURVEY CONTROL
 HC0985
 HC0985  NAD 83(1997)-  37 27 48.41885(N)    090 24 17.97750(W) AD(       ) 1
 HC0985  NAD 83(1986)-  37 27 48.42375(N)    090 24 17.97599(W) AD(       ) 1
 HC0985  NAD 27      -  37 27 48.22880(N)    090 24 17.54760(W) AD(       ) 1
 HC0985
 HC0985.Superseded values are not recommended for survey control.
 HC0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0985.See file dsdata.txt to determine how the superseded data were derived.
 HC0985
 HC0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2950549449(NAD 83)
 HC0985_MARKER: DS = TRIANGULATION STATION DISK
 HC0985_SETTING: 66 = SET IN ROCK OUTCROP
 HC0985
 HC0985  HISTORY     - Date     Condition        Report By
 HC0985  HISTORY     - 1938     MONUMENTED       CGS
 HC0985  HISTORY     - 1963     GOOD             CGS
 HC0985
 HC0985                          STATION DESCRIPTION
 HC0985
 HC0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0985'STATION IS ON LITTLE GRASSY MOUNTAIN, A LONE, TIMBERED MOUNTAIN,
 HC0985'LYING ABOUT 8-1/2 MILES SOUTHWEST OF FREDERICKTOWN AND ABOUT
 HC0985'8 MILES WEST OF PAVED HIGHWAY, U.S. HIGHWAY 67.
 HC0985'
 HC0985'MARK IS CEMENTED IN OUTCROPPING BEDROCK, A MASS ABOUT 15 FEET
 HC0985'SQUARE, BETWEEN RANGER HOUSE AND FARO FIRE TOWER.  MARK IS 30.5
 HC0985'FEET WEST OF WEST SIDE OF RANGER HOUSE.  DISTANCE TO FARO FIRE
 HC0985'TOWER CENTER IS 69.87 FEET WEST OF STATION.  DIRECTION OBSERVED.
 HC0985'
 HC0985'REACHED FROM SOUTH SIDE OF COURT HOUSE IN FREDERICKTOWN BY
 HC0985'DRIVING SOUTH ON U.S. HIGHWAY 67 FOR 5.6 MILES TO SIDE ROAD,
 HC0985'RIGHT, JUST PAST A GAS STATION ON LEFT, THENCE RIGHT ON GRAVELED
 HC0985'ROAD, FOLLOWING TELEPHONE LINE FOR 6.7 MILES TO SIDE ROAD, LEFT,
 HC0985'THENCE LEFT 1 MILE UP MOUNTAIN TO STATION.
 HC0985'
 HC0985'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 HC0985'IN OUTCROPPING BEDROCK NO UNDERGROUND MARK SET.
 HC0985'
 HC0985'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISKS SET
 HC0985'IN OUTCROPPING BEDROCK.
 HC0985'
 HC0985'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 HC0985'
 HC0985'REFERENCE MARK NO. 1 IS WEST SOUTHWEST OF STATION 84.38 FEET,
 HC0985'33 FEET SOUTH SOUTHWEST OF CENTER OF FARO FIRE TOWER.  REFERENCE
 HC0985'MARK NO. 2 IS WEST NORTHWEST OF STATION, 63.70 FEET.  AZIMUTH
 HC0985'MARK IS APPROXIMATELY 0.7 MILE NORTH OF STATION ACROSS VALLEY, ON
 HC0985'NORTH SIDE OF GRAVELED ROAD, 15 FEET NORTH OF CENTER LINE OF
 HC0985'ROAD BETWEEN 2 TREES EACH OF WHICH ARE 5 FEET FROM THE MARK,
 HC0985'ONE NORTHEAST AND ONE SOUTHWEST.  IT PROJECTS ABOUT 8 INCHES.
 HC0985'TO REACH FROM STATION, DRIVE DOWN MOUNTAIN ROAD 1 MILE TO MAIN
 HC0985'HIGHWAY, THENCE LEFT 0.45 MILE TO MARK ON RIGHT SIDE OF ROAD.
 HC0985'
 HC0985'HEIGHT OF LIGHT ABOVE STATION MARK, 23 METERS.
 HC0985
 HC0985                          STATION RECOVERY (1963)
 HC0985
 HC0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0985'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 HC0985'THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  DUE TO CHANGES
 HC0985'IN THE TO REACH AND THE REFERENCE POINTS A COMPLETE NEW
 HC0985'DESCRIPTION FOLLOWS.
 HC0985'
 HC0985'THE STATION IS LOCATED ON A ROCK LEDGE ON THE HIGHEST POINT
 HC0985'OF LITTLE GRASSY MOUNTAIN, ABOUT 9 MILES SOUTHWEST OF
 HC0985'FREDERICKTOWN, IN THE NORTHEAST 1/4 OF SECTION 17, T 32 N, R 6 E.,
 HC0985'AND ON U.S. FOREST SERVICE LAND.  IT IS A STANDARD STATION MARK
 HC0985'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 HC0985'ABOUT 4 INCHES, 5 FEET SOUTH OF A WITNESS POST, 26 FEET EAST
 HC0985'OF A 15 INCH OAK TREE, 33 FEET WEST OF AN 8 INCH CEDAR TREE,
 HC0985'AND 67 FEET EAST OF THE SOUTHEAST LEG OF THE FARO LOOKOUT
 HC0985'TOWER.  THE DISK IS STAMPED LITTLE GRASSY 1938.  (NOTE 2A)
 HC0985'
 HC0985'TO REACH FROM THE POST OFFICE IN FREDERICKTOWN, GO SOUTH ON
 HC0985'U.S. HIGHWAY 67 FOR 1.75 MILES TO THE JUNCTION WITH COUNTY
 HC0985'ROAD T.  TURN RIGHT AND GO WESTERLY ON COUNTY ROAD T FOR
 HC0985'6.45 MILES TO THE JUNCTION WITH COUNTY ROAD O.  TURN LEFT AND GO
 HC0985'SOUTHERLY ON COUNTY ROAD O FOR 2.65 MILES TO A SIDE ROAD LEFT.
 HC0985'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.35 MILE TO A SIDE
 HC0985'ROAD RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.4 MILE TO
 HC0985'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ON THE GRAVELED
 HC0985'ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HC0985'SOUTHWEST AND WEST ON A GRAVELED ROAD FOR 1.1 MILES TO THE TOP OF
 HC0985'THE HILL AND THE STATION.
 HC0985'
 HC0985'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 HC0985'DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 15 INCHES.
 HC0985'IT IS 20 FEET SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER
 HC0985'AND 29 FEET WEST OF A 12 INCH OAK TREE.  THE DISK IS STAMPED
 HC0985'LITTLE GRASSY NO 1 1938.
 HC0985'
 HC0985'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 HC0985'DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 15 INCHES.  IT
 HC0985'IS 23 FEET WEST OF A 15 INCH OAK TREE AND 69 FEET NORTHEAST
 HC0985'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  THE DISK IS STAMPED
 HC0985'LITTLE GRASSY NO 2 1938.
 HC0985'
 HC0985'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A WITNESS POST, 6 FEET
 HC0985'NORTHEAST OF A 15 INCH OAK TREE, AND 15 FEET NORTH OF THE
 HC0985'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS 6 INCHES
 HC0985'AND THE DISK IS STAMPED LITTLE GRASSY 1938.
 HC0985'
 HC0985'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0277 ***********************************************************************
 JC0277  DESIGNATION -  LITTLE ROCK RM 4
 JC0277  PID         -  JC0277
 JC0277  STATE/COUNTY-  MO/STE GENEVIEVE
 JC0277  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC0277
 JC0277                         *CURRENT SURVEY CONTROL
 JC0277  ___________________________________________________________________
 JC0277* NAD 83(1986)-  38 00 19.     (N)    090 03 38.     (W)     SCALED    
 JC0277* NAVD 88     -       113.987  (meters)     373.97   (feet)  ADJUSTED  
 JC0277  ___________________________________________________________________
 JC0277  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 JC0277  DYNAMIC HT  -         113.909 (meters)     373.72  (feet)  COMP
 JC0277  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 JC0277
 JC0277  VERT ORDER  -  SECOND    CLASS 0
 JC0277
 JC0277.The horizontal coordinates were scaled from a topographic map and have
 JC0277.an estimated accuracy of +/- 6 seconds.
 JC0277
 JC0277.The orthometric height was determined by differential leveling
 JC0277.and adjusted by the National Geodetic Survey in June 1991..
 JC0277
 JC0277.The geoid height was determined by GEOID03.
 JC0277
 JC0277.The dynamic height is computed by dividing the NAVD 88
 JC0277.geopotential number by the normal gravity value computed on the
 JC0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0277.degrees latitude (g = 980.6199 gals.).
 JC0277
 JC0277.The modeled gravity was interpolated from observed gravity values.
 JC0277
 JC0277;                    North         East    Units  Estimated Accuracy
 JC0277;SPC MO E     -   241,110.      288,590.      MT  (+/- 180 meters Scaled)
 JC0277
 JC0277                          SUPERSEDED SURVEY CONTROL
 JC0277
 JC0277  NGVD 29 (??/??/92)  114.092  (m)          374.32   (f) ADJ UNCH    2 0
 JC0277
 JC0277.Superseded values are not recommended for survey control.
 JC0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0277.See file dsdata.txt to determine how the superseded data were derived.
 JC0277
 JC0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC580104(NAD 83)
 JC0277_MARKER: B = BOLT
 JC0277_SETTING: 66 = SET IN ROCK OUTCROP
 JC0277_SP_SET: ROCK LEDGE
 JC0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0277+STABILITY: POSITION/ELEVATION WELL
 JC0277
 JC0277  HISTORY     - Date     Condition        Report By
 JC0277  HISTORY     - UNK      MONUMENTED       CGS
 JC0277  HISTORY     - 1955     GOOD             NGS
 JC0277
 JC0277                          STATION DESCRIPTION
 JC0277
 JC0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JC0277'2 MI NW FROM STE GENEVIEVE.
 JC0277'ABOUT 2 MILES NORTHWEST OF STE. GENEVIEVE, STE. GENEVIEVE COUNTY,
 JC0277'AT LITTLE ROCK LANDING, 175 FEET NORTHWEST OF THE DWELLING
 JC0277'FORMERLY KNOWN AS WILDERS WAREHOUSE, ON THE BANK OF MISSISSIPPI
 JC0277'RIVER, ON A ROCK LEDGE, IN THE IRON STRIP COMPRISING SECTION 1
 JC0277'(166.9 TO 157 FEET) OF THE CORPS OF ENGINEERS, UNITED STATES
 JC0277'ARMY RIVER GAGE, AND AT THE 160.5-FOOT MARK.  A BOLT, SET
 JC0277'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1306 ***********************************************************************
 KD1306  DESIGNATION -  LOCK
 KD1306  PID         -  KD1306
 KD1306  STATE/COUNTY-  MO/DAVIESS
 KD1306  USGS QUAD   -  BRECKENRIDGE (1984)
 KD1306
 KD1306                         *CURRENT SURVEY CONTROL
 KD1306  ___________________________________________________________________
 KD1306* NAD 83(1997)-  39 52 11.14578(N)    093 48 09.52702(W)     ADJUSTED  
 KD1306* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 KD1306  ___________________________________________________________________
 KD1306  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KD1306  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KD1306
 KD1306  HORZ ORDER  -  THIRD
 KD1306
 KD1306.The horizontal coordinates were established by classical geodetic methods
 KD1306.and adjusted by the National Geodetic Survey in February 2000..
 KD1306
 KD1306.The orthometric height was scaled from a topographic map.
 KD1306
 KD1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1306
 KD1306.The geoid height was determined by GEOID03.
 KD1306
 KD1306;                    North         East     Units Scale Factor Converg.
 KD1306;SPC MO W     -   411,240.816   909,659.449   MT  0.99998498   +0 26 49.4
 KD1306;SPC MO C     -   448,800.905   388,556.655   MT  1.00008618   -0 50 06.5
 KD1306;UTM  15      - 4,413,610.549   431,355.954   MT  0.99965801   -0 30 52.4
 KD1306
 KD1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1306!SPC MO W     -   0.99996589  x   0.99998498  =   0.99995087
 KD1306!SPC MO C     -   0.99996589  x   1.00008618  =   1.00005206
 KD1306!UTM  15      -   0.99996589  x   0.99965801  =   0.99962391
 KD1306
 KD1306:                Primary Azimuth Mark                     Grid Az
 KD1306:SPC MO W     -  LOCK AZ MK                               178 53 52.8
 KD1306:SPC MO C     -  LOCK AZ MK                               180 10 48.7
 KD1306:UTM  15      -  LOCK AZ MK                               179 51 34.6
 KD1306
 KD1306|---------------------------------------------------------------------|
 KD1306| PID    Reference Object                     Distance      Geod. Az  |
 KD1306|                                                           dddmmss.s |
 KD1306| CL9771 LOCK AZ MK                                         1792042.2 |
 KD1306| CL9773 LOCK RM 1                             8.001 METERS 17934     |
 KD1306| CL9772 LOCK AZ MK 2                                       18002     |
 KD1306| CL9774 LOCK RM 2                            14.926 METERS 27118     |
 KD1306|---------------------------------------------------------------------|
 KD1306
 KD1306                          SUPERSEDED SURVEY CONTROL
 KD1306
 KD1306  NAD 83(1997)-  39 52 11.14686(N)    093 48 09.52812(W) AD(       ) 3
 KD1306  NAD 83(1997)-  39 52 11.14630(N)    093 48 09.53048(W) AD(       ) 3
 KD1306  NAD 83(1986)-  39 52 11.14816(N)    093 48 09.52908(W) AD(       ) 3
 KD1306  NAD 27      -  39 52 11.11970(N)    093 48 08.74520(W) AD(       ) 3
 KD1306
 KD1306.Superseded values are not recommended for survey control.
 KD1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1306.See file dsdata.txt to determine how the superseded data were derived.
 KD1306
 KD1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE3135613611(NAD 83)
 KD1306_MARKER: DS = TRIANGULATION STATION DISK
 KD1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1306
 KD1306  HISTORY     - Date     Condition        Report By
 KD1306  HISTORY     - 1948     MONUMENTED       CGS
 KD1306  HISTORY     - 1966     GOOD             CGS
 KD1306  HISTORY     - 1970     GOOD             NGS
 KD1306
 KD1306                          STATION DESCRIPTION
 KD1306
 KD1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1306'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF LOCK SPRINGS ON THE
 KD1306'RIGHT-OF-WAY OF A NORTH-SOUTH COUNTY ROAD.  IT IS 24 FEET EAST
 KD1306'OF THE CENTER OF THE ROAD, 1 FOOT WEST OF THE FENCE LINE AND 46.5
 KD1306'FEET SOUTH OF A POWER LINE POLE.  IT IS STAMPED LOCK 1948 AND
 KD1306'PROJECTS 6 INCHES.
 KD1306'
 KD1306'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE CENTER OF THE ROAD
 KD1306'AND 1 FOOT WEST OF THE FENCE LINE.  IT IS STAMPED LOCK NO 1 1948
 KD1306'AND PROJECTS 6 INCHES.
 KD1306'
 KD1306'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTER OF THE ROAD,
 KD1306'9.5 FEET SOUTH OF THE SOUTH END OF A BOARD GATE AND 1 FOOT EAST
 KD1306'OF THE FENCE LINE.  IT IS STAMPED LOCK NO 2 1948 AND PROJECTS 6
 KD1306'INCHES.
 KD1306'
 KD1306'AZIMUTH MARK IS AT A CURVE IN THE ROAD, 26.5 FEET WEST OF THE
 KD1306'CENTER OF THE NORTH-SOUTH ROAD, 1 FOOT EAST OF THE FENCE LINE
 KD1306'AND 3 FEET NORTH OF A WITNESS POST.  IT IS STAMPED LOCK 1948 AND
 KD1306'PROJECTS 4 INCHES.
 KD1306'
 KD1306'TO REACH FROM LOCK SPRINGS, GO WEST AND NORTH ON COUNTY ROUTE M
 KD1306'FOR 0.75 MILE TO A CROSSROAD, TURN WEST ON DIRT ROAD FOR 0.75
 KD1306'MILE, CROSS RAILROAD AND TURN RIGHT, NORTH, FOR 0.5 MILE, TURN
 KD1306'WEST FOR 0.45 MILE TO WHERE THE ROAD CURVES NORTH AND THE AZIMUTH
 KD1306'MARK ON THE LEFT, CONTINUE NORTH FOR 0.3 MILE TO THE TOP OF THE
 KD1306'GRADE AND THE STATION ON THE RIGHT.
 KD1306'
 KD1306'A 113 FOOT SIGNAL AT MOORESVILLE IS VISIBLE FROM THE GROUND.
 KD1306'
 KD1306'AN 87 FOOT SIGNAL AT NETTLETON IS VISIBLE AT 10 FEET.
 KD1306
 KD1306                          STATION RECOVERY (1966)
 KD1306
 KD1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1306'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KD1306'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS
 KD1306'BEEN DESTROYED BY ROAD CONSTRUCTION.
 KD1306'
 KD1306'A NEW AZIMUTH MARK WAS SET.
 KD1306'
 KD1306'FOLLOWING ARE NOTES FOR ALL MARKS AND A NEW TO REACH FOR THE
 KD1306'STATION.
 KD1306'
 KD1306'TO REACH THE STATION FROM THE CENTER OF LOCK SPRINGS, GO
 KD1306'NORTHWEST ON STATE HIGHWAY 170 FOR 0.75 MILE TO A CROSSROAD.
 KD1306'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.7 MILE TO A
 KD1306'RAILROAD CROSSING.  CROSS RAILROAD TRACK AND TURN RIGHT AND GO
 KD1306'NORTH AND WEST ON A GRAVELED ROAD FOR 0.95 MILE TO A CURVE IN
 KD1306'THE ROAD AND THE AZIMUTH MARK ON THE LEFT WHERE THE ROAD TURNS
 KD1306'NORTH.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 0.25
 KD1306'MILE TO THE TOP OF GRADE AND THE STATION ON THE RIGHT.
 KD1306'
 KD1306'STATION MARK, A STANDARD DISK STAMPED LOCK 1948, IS SET IN THE
 KD1306'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 KD1306'46.5 FEET SOUTH OF A POWERLINE POLE, 24 FEET EAST OF THE CENTER
 KD1306'OF THE GRAVELED ROAD, AND 1 FOOT WEST OF A METAL WITNESS POST SET
 KD1306'IN A NORTH-SOUTH FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 KD1306'
 KD1306'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOCK NO 1 1948, IS
 KD1306'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 KD1306'IT IS 24 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT
 KD1306'WEST OF A FENCE.
 KD1306'
 KD1306'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOCK NO 2 1948, IS
 KD1306'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 KD1306'IT IS 24 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 9.5 FEET
 KD1306'SOUTH OF THE SOUTH END OF A GOARD GATE, AND 1 FOOT EAST OF A
 KD1306'FENCE.
 KD1306'
 KD1306'AZIMUTH MARK, A STANDARD DISK STAMPED LOCK 1948 AZI. 2 1966, IS
 KD1306'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 KD1306'IT IS 22.5 WEST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET
 KD1306'SOUTHWEST OF A TELEPHONE POLE AND 1.5 FEET NORTH OF A METAL
 KD1306'WITNESS POST.
 KD1306
 KD1306                          STATION RECOVERY (1970)
 KD1306
 KD1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KD1306'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KD1306'THE AZIMUTH MARK WHICH WAS SET IN 1966 WERE RECOVERED AS
 KD1306'PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION
 KD1306'WAS RECOVERED TO OBTAIN AN AZIMUTH TO THE AZIMUTH MARK WHICH WAS
 KD1306'SET IN 1966.  A POLARIS OBSERVATION WAS MADE FEBRUARY 19, 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1377 ***********************************************************************
 HD1377  DESIGNATION -  LOCK
 HD1377  PID         -  HD1377
 HD1377  STATE/COUNTY-  MO/DADE
 HD1377  USGS QUAD   -  LOCKWOOD (1956)
 HD1377
 HD1377                         *CURRENT SURVEY CONTROL
 HD1377  ___________________________________________________________________
 HD1377* NAD 83(1997)-  37 23 26.09864(N)    093 59 06.37595(W)     ADJUSTED  
 HD1377* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 HD1377  ___________________________________________________________________
 HD1377  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 HD1377  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 HD1377
 HD1377  HORZ ORDER  -  SECOND
 HD1377
 HD1377.The horizontal coordinates were established by classical geodetic methods
 HD1377.and adjusted by the National Geodetic Survey in February 2000..
 HD1377
 HD1377.The orthometric height was scaled from a topographic map.
 HD1377
 HD1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1377
 HD1377.The geoid height was determined by GEOID03.
 HD1377
 HD1377;                    North         East     Units Scale Factor Converg.
 HD1377;SPC MO W     -   135,938.704   895,593.702   MT  0.99996677   +0 18 45.6
 HD1377;UTM  15      - 4,138,657.680   412,798.512   MT  0.99969367   -0 35 53.7
 HD1377
 HD1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1377!SPC MO W     -   0.99995311  x   0.99996677  =   0.99991988
 HD1377!UTM  15      -   0.99995311  x   0.99969367  =   0.99964679
 HD1377
 HD1377|---------------------------------------------------------------------|
 HD1377| PID    Reference Object                     Distance      Geod. Az  |
 HD1377|                                                           dddmmss.s |
 HD1377| CN7296 LOCK RM 1                             8.910 METERS 05846     |
 HD1377| HD1378 LOCKWOOD MO FARMERS ASSN ELEV       APPROX. 2.7 KM 0975547.2 |
 HD1377| HD1379 LOCKWOOD MUNICIPAL TANK             APPROX. 2.9 KM 1010130.4 |
 HD1377| HD1375 MEINERT ZION LUTH CH CROSS          APPROX. 6.1 KM 1850128.2 |
 HD1377| CN7297 LOCK RM 2                             7.973 METERS 22423     |
 HD1377| HE0924 GOLDEN CITY ATT MICROWAVE TWR       APPROX.16.0 KM 2601540.7 |
 HD1377| CN7295 LOCK AZ MK                                         2685335.7 |
 HD1377|---------------------------------------------------------------------|
 HD1377
 HD1377                          SUPERSEDED SURVEY CONTROL
 HD1377
 HD1377  NAD 83(1997)-  37 23 26.09913(N)    093 59 06.37603(W) AD(       ) 2
 HD1377  NAD 83(1997)-  37 23 26.10910(N)    093 59 06.37699(W) AD(       ) 2
 HD1377  NAD 83(1986)-  37 23 26.11091(N)    093 59 06.37453(W) AD(       ) 2
 HD1377  NAD 27      -  37 23 25.93520(N)    093 59 05.59710(W) AD(       ) 2
 HD1377
 HD1377.Superseded values are not recommended for survey control.
 HD1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1377.See file dsdata.txt to determine how the superseded data were derived.
 HD1377
 HD1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1279938658(NAD 83)
 HD1377_MARKER: DS = TRIANGULATION STATION DISK
 HD1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1377
 HD1377  HISTORY     - Date     Condition        Report By
 HD1377  HISTORY     - 1960     MONUMENTED       CGS
 HD1377
 HD1377                          STATION DESCRIPTION
 HD1377
 HD1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1377'THE STATION IS APPROXIMATELY 1-3/4 MILES WEST OF LOCKWOOD, ON
 HD1377'THE NORTH SIDE OF U.S.HIGHWAY 160, IN THE SOUTHWEST QUARTER OF
 HD1377'SECTION 26, T 31 N, R 28 W, AND NEAR THE SOUTHEAST CORNER OF A
 HD1377'BARNYARD OWNED BY MR. MARTIN NIEHOFF.
 HD1377'
 HD1377'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND
 HD1377'STATE HIGHWAY 97 IN LOCKWOOD, GO WEST ON HIGHWAY 160 FOR 1.55
 HD1377'MILE TO THE ENTRANCE OF THE BARNYARD AND THE STATION ON THE
 HD1377'RIGHT, 187 FEET SOUTH OF THE SOUTHEAST CORNER OF AN OLD BARN.
 HD1377'(CONTINUE WEST ON HIGHWAY 160 FOR 0.3 MILE TO A CROSSROAD.
 HD1377'CONTINUE WEST ON HIGHWAY 160 FOR 0.1 MILE TO THE AZIMUTH MARK ON
 HD1377'THE LEFT.)
 HD1377'
 HD1377'STATION MARKS ARE STANDARD DISKS STAMPED LOCK 1960.  THE SURFACE
 HD1377'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HD1377'THE GROUND.  IT IS 49 FEET NORTH OF THE CENTER LINE OF HIGHWAY
 HD1377'160, 32 FEET SOUTHWEST OF A POWER POLE, 25 FEET NORTHEAST OF A
 HD1377'METAL WITNESS POST, 19.5 FEET NORTH OF A FENCE AND 15 FEET
 HD1377'WEST OF THE CENTER OF A METAL GATE NEAR THE SOUTHEAST CORNER OF
 HD1377'THE BARNYARD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 HD1377'OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 HD1377'
 HD1377'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOCK NO 1 1960, IS
 HD1377'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HD1377'17.5 FEET NORTHEAST OF THE CENTER OF THE METAL GATE, 9 FEET
 HD1377'WEST OF THE CENTER OF THE ENTRANCE ROAD TO THE BARNYARD, 6 FEET
 HD1377'SOUTH OF THE POWER POLE AND 1 FOOT WEST OF A FENCE.
 HD1377'
 HD1377'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOCK NO 2 1960, IS SET
 HD1377'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 30 FEET
 HD1377'NORTH OF THE CENTER LINE OF HIGHWAY 160, 19 FEET WEST OF A
 HD1377'CORNER FENCE POST, 3 FEET WEST OF THE METAL WITNESS POST AND 1
 HD1377'FOOT NORTH OF THE FENCE.
 HD1377'
 HD1377'AZIMUTH MARK, A STANDARD DISK STAMPED LOCK 1960, IS SET IN A
 HD1377'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 40 FEET
 HD1377'SOUTH OF THE CENTER LINE OF HIGHWAY 160, 6 FEET NORTH OF A POWER
 HD1377'POLE WITH A TRANSFORMER, 3 FEET NORTHWEST OF A CORNER FENCE
 HD1377'POST, 3 FEET SOUTHEAST OF A COMBINED TELEPHONE AND POWER POLE,
 HD1377'2.5 FEET EAST OF A METAL WITNESS POST AND 1.5 FEET NORTH OF A
 HD1377'FENCE.
 HD1377'
 HD1377'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1378 ***********************************************************************
 HD1378  DESIGNATION -  LOCKWOOD MO FARMERS ASSN ELEV
 HD1378  PID         -  HD1378
 HD1378  STATE/COUNTY-  MO/DADE
 HD1378  USGS QUAD   -  LOCKWOOD (1956)
 HD1378
 HD1378                         *CURRENT SURVEY CONTROL
 HD1378  ___________________________________________________________________
 HD1378* NAD 83(1997)-  37 23 14.05612(N)    093 57 18.14992(W)     ADJUSTED  
 HD1378* NAVD 88     -                                                        
 HD1378  ___________________________________________________________________
 HD1378  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 HD1378  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HD1378
 HD1378  HORZ ORDER  -  THIRD
 HD1378
 HD1378.The horizontal coordinates were established by classical geodetic methods
 HD1378.and adjusted by the National Geodetic Survey in February 2000..
 HD1378
 HD1378
 HD1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1378
 HD1378.The geoid height was determined by GEOID03.
 HD1378
 HD1378;                    North         East     Units Scale Factor Converg.
 HD1378;SPC MO W     -   135,582.412   898,257.909   MT  0.99996985   +0 19 51.3
 HD1378;UTM  15      - 4,138,259.191   415,455.981   MT  0.99968804   -0 34 47.8
 HD1378
 HD1378                          SUPERSEDED SURVEY CONTROL
 HD1378
 HD1378  NAD 83(1997)-  37 23 14.05663(N)    093 57 18.14999(W) AD(       ) 4
 HD1378  NAD 83(1997)-  37 23 14.06662(N)    093 57 18.15112(W) AD(       ) 4
 HD1378  NAD 83(1986)-  37 23 14.06863(N)    093 57 18.14867(W) AD(       ) 4
 HD1378  NAD 27      -  37 23 13.89200(N)    093 57 17.37600(W) AD(       ) 3
 HD1378
 HD1378.Superseded values are not recommended for survey control.
 HD1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1378.See file dsdata.txt to determine how the superseded data were derived.
 HD1378
 HD1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1545638259(NAD 83)
 HD1378_MARKER: 65 = GRAIN ELEVATOR
 HD1378
 HD1378  HISTORY     - Date     Condition        Report By
 HD1378  HISTORY     - 1960     FIRST OBSERVED   CGS
 HD1378
 HD1378                          STATION DESCRIPTION
 HD1378
 HD1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1378'THE STATION IS THE TOP CENTER OF THE HEAD-HOUSE OF THE MISSOURI
 HD1378'FARMERS ASSOCIATION GRAIN ELEVATOR IN LOCKWOOD. THE ELEVATOR
 HD1378'APPEARS TO BE MADE UP OF THREE ROWS OF FOUR ROUND STORAGE BINS
 HD1378'100 FEET HIGH WITH A SQUARE BUILDING 46 FEET HIGH ON TOP OF THE
 HD1378'BINS.  THIS SQUARE BUILDING ATOP THE BINS IS REFERRED TO AS THE
 HD1378'HEAD-HOUSE.  THE ELEVATOR IS 1 BLOCK WEST OF MAIN STREET AND ON
 HD1378'THE NORTH SIDE OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1379 ***********************************************************************
 HD1379  DESIGNATION -  LOCKWOOD MUNICIPAL TANK
 HD1379  PID         -  HD1379
 HD1379  STATE/COUNTY-  MO/DADE
 HD1379  USGS QUAD   -  LOCKWOOD (1956)
 HD1379
 HD1379                         *CURRENT SURVEY CONTROL
 HD1379  ___________________________________________________________________
 HD1379* NAD 83(1997)-  37 23 07.81173(N)    093 57 08.85581(W)     ADJUSTED  
 HD1379* NAVD 88     -                                                        
 HD1379  ___________________________________________________________________
 HD1379  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 HD1379  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 HD1379
 HD1379  HORZ ORDER  -  THIRD
 HD1379
 HD1379.The horizontal coordinates were established by classical geodetic methods
 HD1379.and adjusted by the National Geodetic Survey in February 2000..
 HD1379
 HD1379
 HD1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1379
 HD1379.The geoid height was determined by GEOID03.
 HD1379
 HD1379;                    North         East     Units Scale Factor Converg.
 HD1379;SPC MO W     -   135,391.235   898,487.646   MT  0.99997013   +0 19 56.9
 HD1379;UTM  15      - 4,138,064.441   415,682.586   MT  0.99968757   -0 34 42.0
 HD1379
 HD1379                          SUPERSEDED SURVEY CONTROL
 HD1379
 HD1379  NAD 83(1997)-  37 23 07.81225(N)    093 57 08.85584(W) AD(       ) 4
 HD1379  NAD 83(1997)-  37 23 07.82224(N)    093 57 08.85674(W) AD(       ) 4
 HD1379  NAD 83(1986)-  37 23 07.82424(N)    093 57 08.85447(W) AD(       ) 4
 HD1379  NAD 27      -  37 23 07.64900(N)    093 57 08.08500(W) AD(       ) 3
 HD1379
 HD1379.Superseded values are not recommended for survey control.
 HD1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1379.See file dsdata.txt to determine how the superseded data were derived.
 HD1379
 HD1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1568338064(NAD 83)
 HD1379_MARKER: 51 = TANK
 HD1379
 HD1379  HISTORY     - Date     Condition        Report By
 HD1379  HISTORY     - 1939     FIRST OBSERVED   CGS
 HD1379  HISTORY     - 1960     GOOD             CGS
 HD1379
 HD1379                          STATION DESCRIPTION
 HD1379
 HD1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1379'FINIAL OF THE MUNICIPAL ALUMINUM-PAINTED STEEL WATER TANK
 HD1379'APPROXIMATELY 125 FEET HIGH, SITUATED IN THE NORTHERN PART OF
 HD1379'LOCKWOOD.
 HD1379'
 HD1379'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS ARCOLA,
 HD1379'JERICO, IRWIN AND FILLEY.  IT WAS NOT VISITED.
 HD1379
 HD1379                          STATION RECOVERY (1960)
 HD1379
 HD1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1379'THE STATION WAS RECOVERED AND FOUND TO BE IN THE CENTRAL PART
 HD1379'OF TOWN, 1-1/2 BLOCKS SOUTH OF THE RAILROAD TRACKS AND 1 BLOCK
 HD1379'EAST OF MAIN STREET.  THE TANK IS APPROXIMATELY 150 FEET HIGH
 HD1379'WITH TWO SMALL RED LIGHTS ON THE TOP.  THE ENTIRE STRUCTURE IS
 HD1379'PAINTED SILVER AND THE TANK HAS LOCKWOOD PAINTED IN BLACK
 HD1379'LETTERS ON THE NORTH AND SOUTH SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1960 ***********************************************************************
 JE1960  DESIGNATION -  LOCO
 JE1960  PID         -  JE1960
 JE1960  STATE/COUNTY-  MO/JACKSON
 JE1960  USGS QUAD   -  BELTON (1991)
 JE1960
 JE1960                         *CURRENT SURVEY CONTROL
 JE1960  ___________________________________________________________________
 JE1960* NAD 83(1997)-  38 51 43.83256(N)    094 33 23.14400(W)     ADJUSTED  
 JE1960* NAVD 88     -       321.4    (meters)    1054.     (feet)  VERTCON   
 JE1960  ___________________________________________________________________
 JE1960  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JE1960  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JE1960
 JE1960  HORZ ORDER  -  SECOND
 JE1960
 JE1960.This mark is at Richards-Gebaur-Ks City South Airport (GVW)
 JE1960
 JE1960.The horizontal coordinates were established by classical geodetic methods
 JE1960.and adjusted by the National Geodetic Survey in February 2000..
 JE1960
 JE1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1960
 JE1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1960
 JE1960.The geoid height was determined by GEOID03.
 JE1960
 JE1960;                    North         East     Units Scale Factor Converg.
 JE1960;SPC MO W     -   299,151.357   845,102.587   MT  0.99994147   -0 02 07.5
 JE1960;SPC KS N     -    64,389.119   698,803.941   MT  0.99997970   +2 10 43.7
 JE1960;UTM  15      - 4,302,633.247   364,961.449   MT  0.99982455   -0 58 36.2
 JE1960
 JE1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1960!SPC MO W     -   0.99995464  x   0.99994147  =   0.99989611
 JE1960!SPC KS N     -   0.99995464  x   0.99997970  =   0.99993434
 JE1960!UTM  15      -   0.99995464  x   0.99982455  =   0.99977919
 JE1960
 JE1960|---------------------------------------------------------------------|
 JE1960| PID    Reference Object                     Distance      Geod. Az  |
 JE1960|                                                           dddmmss.s |
 JE1960| JE1971 ILS LOCALIZER                        25.737 METERS 13337     |
 JE1960| JE1956 CONTROL                             APPROX. 1.8 KM 1774847.9 |
 JE1960|---------------------------------------------------------------------|
 JE1960
 JE1960                          SUPERSEDED SURVEY CONTROL
 JE1960
 JE1960  NAD 83(1997)-  38 51 43.83261(N)    094 33 23.14397(W) AD(       ) 2
 JE1960  NAD 83(1986)-  38 51 43.84033(N)    094 33 23.14062(W) AD(       ) 2
 JE1960  NAD 27      -  38 51 43.81352(N)    094 33 22.30302(W) AD(       ) 2
 JE1960  NGVD 29 (07/19/86)  321.3    (m)         1054.     (f) VERT ANG       
 JE1960
 JE1960.Superseded values are not recommended for survey control.
 JE1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1960.See file dsdata.txt to determine how the superseded data were derived.
 JE1960
 JE1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6496102633(NAD 83)
 JE1960_MARKER: DT = TOPOGRAPHIC STATION DISK
 JE1960_SETTING: 0 = UNSPECIFIED SETTING
 JE1960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1960
 JE1960  HISTORY     - Date     Condition        Report By
 JE1960  HISTORY     - 1967     MONUMENTED       CGS
 JE1960  HISTORY     - 1982     GOOD             NGS
 JE1960
 JE1960                          STATION DESCRIPTION
 JE1960
 JE1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 JE1960'APPROXIMATELY ONE-HALF MILE NORTH OF THE NORTH END OF RUNWAY, 85
 JE1960'FEET NORTHWEST OF THE CENTER OF THE ILS LOCALIZER ANTENNA, ON
 JE1960'TOP OF A SMALL SERVICE BUILDING.  A STANDARD TOPOGRAPHIC DISK
 JE1960'SET FLUSH IN THE FLAT BUILT-UP ROOF ON TOP OF THE BUILDING,
 JE1960'STAMPED LOCO 1967.
 JE1960
 JE1960                          STATION RECOVERY (1982)
 JE1960
 JE1960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JE1960'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JE1960'
 JE1960'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RICHARDS-GEBAUR
 JE1960'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1175 ***********************************************************************
 KD1175  DESIGNATION -  LOCUST
 KD1175  PID         -  KD1175
 KD1175  STATE/COUNTY-  MO/LINN
 KD1175  USGS QUAD   -  EVERSONVILLE (1984)
 KD1175
 KD1175                         *CURRENT SURVEY CONTROL
 KD1175  ___________________________________________________________________
 KD1175* NAD 83(1997)-  39 53 32.98584(N)    093 15 58.90044(W)     ADJUSTED  
 KD1175* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 KD1175  ___________________________________________________________________
 KD1175  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 KD1175  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KD1175
 KD1175  HORZ ORDER  -  THIRD
 KD1175
 KD1175.The horizontal coordinates were established by classical geodetic methods
 KD1175.and adjusted by the National Geodetic Survey in February 2000..
 KD1175
 KD1175.The orthometric height was scaled from a topographic map.
 KD1175
 KD1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1175
 KD1175.The geoid height was determined by GEOID03.
 KD1175
 KD1175;                    North         East     Units Scale Factor Converg.
 KD1175;SPC MO C     -   450,793.812   434,458.966   MT  0.99998620   -0 29 29.5
 KD1175;UTM  15      - 4,415,859.393   477,227.855   MT  0.99960638   -0 10 15.0
 KD1175
 KD1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1175!SPC MO C     -   0.99996489  x   0.99998620  =   0.99995110
 KD1175!UTM  15      -   0.99996489  x   0.99960638  =   0.99957129
 KD1175
 KD1175:                Primary Azimuth Mark                     Grid Az
 KD1175:SPC MO C     -  PURDIN RESET                             057 22 15.6
 KD1175:UTM  15      -  PURDIN RESET                             057 03 01.1
 KD1175
 KD1175|---------------------------------------------------------------------|
 KD1175| PID    Reference Object                     Distance      Geod. Az  |
 KD1175|                                                           dddmmss.s |
 KD1175| KD1156 PURDIN RESET                        APPROX.12.7 KM 0565246.1 |
 KD1175| CL9779 LOCUST RM 1                          30.297 METERS 07046     |
 KD1175| KD1178 KANSAS CITY CHICAGO AWY BN 8        APPROX.14.7 KM 1865529.6 |
 KD1175| CL9780 LOCUST RM 2                          30.096 METERS 19833     |
 KD1175| CL9778 LOCUST AZ MK                                       2674458.3 |
 KD1175|---------------------------------------------------------------------|
 KD1175
 KD1175                          SUPERSEDED SURVEY CONTROL
 KD1175
 KD1175  NAD 83(1997)-  39 53 32.98600(N)    093 15 58.90198(W) AD(       ) 3
 KD1175  NAD 83(1986)-  39 53 32.98727(N)    093 15 58.90489(W) AD(       ) 3
 KD1175  NAD 27      -  39 53 32.90970(N)    093 15 58.15320(W) AD(       ) 3
 KD1175
 KD1175.Superseded values are not recommended for survey control.
 KD1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1175.See file dsdata.txt to determine how the superseded data were derived.
 KD1175
 KD1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE7722815859(NAD 83)
 KD1175_MARKER: DS = TRIANGULATION STATION DISK
 KD1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1175
 KD1175  HISTORY     - Date     Condition        Report By
 KD1175  HISTORY     - 1948     MONUMENTED       CGS
 KD1175  HISTORY     - 1966     MARK NOT FOUND   CGS
 KD1175  HISTORY     - 1968     GOOD             CGS
 KD1175
 KD1175                          STATION DESCRIPTION
 KD1175
 KD1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1175'STATION IS LOCATED ABOUT 4-1/2 MILES WEST NORTHWEST OF LINNEUS
 KD1175'AND 1-1/2 MILES WEST OF LOCUST CREEK ON THE ROAD RIGHT OF WAY.
 KD1175'STATION IS 53 FEET NORTHEAST OF A POWER POLE, 46 FEET SOUTHEAST
 KD1175'OF APPROXIMATE CENTER OF INTERSECTION AND 1 FOOT NORTHWEST OF
 KD1175'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 KD1175'LOCUST 1948.
 KD1175'
 KD1175'REFERENCE MARK NO. 1 IS 99.40 FEET EAST NORTHEAST OF STATION, 29
 KD1175'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD AND 1 FOOT
 KD1175'SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 KD1175'IS STAMPED LOCUST NO 1 1948.
 KD1175'
 KD1175'REFERENCE MARK NO. 2 IS 98.74 FEET SOUTH SOUTHWEST OF STATION, 49
 KD1175'FEET SOUTH OF POWER POLE, 16 FEET EAST OF THE APPROXIMATE
 KD1175'CENTERLINE OF DIRT ROAD AND 1.5 FEET EAST OF FENCE.  THE MARK
 KD1175'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LOCUST NO 2 1948.
 KD1175'
 KD1175'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE WEST OF STATION, 24 FEET
 KD1175'SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 1 FOOT
 KD1175'NORTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 KD1175'IS STAMPED LOCUST 1948.
 KD1175'
 KD1175'TO REACH STATION FROM THE POST OFFICE IN LINNEUS GO NORTH FOR
 KD1175'0.1 MILE TO CROSS STREET.  TURN LEFT AND FOLLOW MAIN GRAVEL ROAD
 KD1175'WEST AND NORTH FOR 1.35 MILES TO A T ROAD LEFT.  TURN LEFT AND
 KD1175'GO WESTERLY ON MAIN GRAVEL ROAD FOR 3.6 MILES TO A JAGGED
 KD1175'CROSSROADS AND STATION ON THE LEFT OR SOUTH SIDE OF ROAD AS
 KD1175'DESCRIBED.
 KD1175'
 KD1175'TO REACH AZIMUTH FROM STATION GO WEST ON DIRT ROAD FOR 0.7
 KD1175'MILE TO AZIMUTH MARK ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 KD1175'
 KD1175'A 100 FOOT SIGNAL AT STATION HECKMAN 1928 IS VISIBLE AT 25 FEET.
 KD1175'
 KD1175'A 100 FOOT SIGNAL AT STATION PURDIN 1928 IS VISIBLE FROM THE
 KD1175'GROUND.
 KD1175'
 KD1175'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD1175
 KD1175                          STATION RECOVERY (1966)
 KD1175
 KD1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1175'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KD1175'THE AZIMUTH MARK WERE NOT RECOVERED.  IT WAS ASSUMED ALL MARKS
 KD1175'WERE DESTROYED WHEN HIGHWAY WAS WIDENED.  IT IS POSSIBLE THE
 KD1175'UNDERGROUND MARK COULD STILL BE IN PLACE.
 KD1175
 KD1175                          STATION RECOVERY (1968)
 KD1175
 KD1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KD1175'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND BY THIS PARTY
 KD1175'IN 1966.  ANOTHER SEARCH WAS MADE AND THE STATION MARK WAS
 KD1175'RECOVERED UNDER ABOUT 1 FOOT OF DIRT AND WAS FOUND IN GOOD
 KD1175'CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD
 KD1175'CONDITION BUT IS NOT VISIBLE FROM THE STATION AND WOULD TAKE
 KD1175'CONSIDERABLE AMOUNT OF CLEARING TO BE MADE VISIBLE.  REFERENCE
 KD1175'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED WHEN ROADS
 KD1175'WERE WIDENED.
 KD1175'
 KD1175'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 KD1175'
 KD1175'FOLLOWING IS A NEW DESCRIPTION.
 KD1175'
 KD1175'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE IN
 KD1175'LINNEUS, GO WEST ON STATE ROAD B FOR 3.2 MILES TO THE JUNCTION
 KD1175'OF STATE ROADS B AND Y.  CONTINUE WEST ON STATE ROAD B FOR 1.0
 KD1175'MILE TO A ANGLING CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 KD1175'GRAVELED ROAD FOR 0.7 MILE TO ANGLING CROSSROAD AND THE STATION ON
 KD1175'THE RIGHT.
 KD1175'
 KD1175'STATION MARK, A STANDARD DISK STAMPED LOCUST 1948, IS SET IN THE
 KD1175'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 KD1175'56 FEET SOUTHEAST OF THE CENTER OF A TRIANGLE FORMED BY THE
 KD1175'ROADS, 53 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 49 FEET
 KD1175'EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 46 FEET NORTHEAST OF A
 KD1175'POWERLINE POLE, 37 FEET NORTHEAST OF A CORNER FENCE POST, 39.5
 KD1175'FEET SOUTHWEST OF A CORNER FENCE POST, 4.5 FEET NORTHWEST OF A
 KD1175'FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 KD1175'UNDERGROUND MARK WAS NOT INSPECTED.
 KD1175'
 KD1175'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOCUST 1948 NO. 3
 KD1175'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KD1175'1 INCH.  IT IS 55 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 KD1175'ROAD, 17 FEET SOUTHWEST OF A CORNER FENCE POST, AND 1 FOOT
 KD1175'NORTHWEST OF A FENCE.
 KD1175'
 KD1175'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED LOCUST 1948 NO. 4
 KD1175'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KD1175'3 INCHES.  IT IS 32 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD,
 KD1175'18 FEET NORTHEAST OF A POWERLINE POLE, 8.5 FEET NORTHEAST OF A
 KD1175'CORNER FENCE POST, AND 1 FOOT NORTHWEST OF A FENCE.
 KD1175'
 KD1175'AZIMUTH MARK, A STANDARD DISK STAMPED LOCUST 1948, IS SET IN THE
 KD1175'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 KD1175'0.6 MILE WEST OF THE STATION, 24 FEET SOUTH OF THE CENTER OF A
 KD1175'DIRT ROAD, 1 FOOT NORTH OF A FENCE, AND 1 FOOT EAST OF A METAL
 KD1175'WITNESS POST.
 KD1175'
 KD1175'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A DIRT
 KD1175'ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT.
 KD1175'
 KD1175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/2
 KD1175'MILES WNW OF LINNEUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0982 ***********************************************************************
 HC0982  DESIGNATION -  LODI
 HC0982  PID         -  HC0982
 HC0982  STATE/COUNTY-  MO/WAYNE
 HC0982  USGS QUAD   -  COLDWATER (1980)
 HC0982
 HC0982                         *CURRENT SURVEY CONTROL
 HC0982  ___________________________________________________________________
 HC0982* NAD 83(1997)-  37 16 52.32214(N)    090 26 08.05992(W)     ADJUSTED  
 HC0982* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 HC0982  ___________________________________________________________________
 HC0982  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 HC0982  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HC0982
 HC0982  HORZ ORDER  -  THIRD
 HC0982
 HC0982.The horizontal coordinates were established by classical geodetic methods
 HC0982.and adjusted by the National Geodetic Survey in February 2000..
 HC0982
 HC0982.The orthometric height was scaled from a topographic map.
 HC0982
 HC0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0982
 HC0982.The geoid height was determined by GEOID03.
 HC0982
 HC0982;                    North         East     Units Scale Factor Converg.
 HC0982;SPC MO E     -   160,660.169   255,713.258   MT  0.99993374   +0 02 20.5
 HC0982;UTM  15      - 4,129,150.625   727,350.089   MT  1.00023675   +1 33 14.4
 HC0982
 HC0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0982!SPC MO E     -   0.99996866  x   0.99993374  =   0.99990240
 HC0982!UTM  15      -   0.99996866  x   1.00023675  =   1.00020540
 HC0982
 HC0982|---------------------------------------------------------------------|
 HC0982| PID    Reference Object                     Distance      Geod. Az  |
 HC0982|                                                           dddmmss.s |
 HC0982| CI4524 LODI RM 2                            21.850 METERS 01218     |
 HC0982| CI4522 LODI AZ MK                                         2042011.4 |
 HC0982| CI4523 LODI RM 1                            19.776 METERS 24615     |
 HC0982|---------------------------------------------------------------------|
 HC0982
 HC0982                          SUPERSEDED SURVEY CONTROL
 HC0982
 HC0982  NAD 83(1997)-  37 16 52.32999(N)    090 26 08.05923(W) AD(       ) 3
 HC0982  NAD 83(1986)-  37 16 52.33394(N)    090 26 08.05946(W) AD(       ) 3
 HC0982  NAD 27      -  37 16 52.15140(N)    090 26 07.64360(W) AD(       ) 3
 HC0982
 HC0982.Superseded values are not recommended for survey control.
 HC0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0982.See file dsdata.txt to determine how the superseded data were derived.
 HC0982
 HC0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2735029151(NAD 83)
 HC0982_MARKER: DS = TRIANGULATION STATION DISK
 HC0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0982_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0982+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2002
 HC0982
 HC0982  HISTORY     - Date     Condition        Report By
 HC0982  HISTORY     - 1963     MONUMENTED       CGS
 HC0982  HISTORY     - 20020906 GOOD             USACE
 HC0982
 HC0982                          STATION DESCRIPTION
 HC0982
 HC0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0982'ABOUT 2 MILES SOUTHWEST OF COLDWATER AND 2 MILES NORTH OF LODI,
 HC0982'ALONG U.S. HIGHWAY 67 ON TOP OF A HIGH CUT IN THE HIGHWAY,
 HC0982'IN THE SE 1/4 OF SEC. 12, T-30-N, R-5-E, AND ON ROAD
 HC0982'RIGHT-OF-WAY.  IT IS 200 FEET WEST OF THE CENTERLINE OF U.S.
 HC0982'HIGHWAY 67, 38 FEET NORTHEAST OF THE CENTERLINE OF A WOODS ROAD,
 HC0982'33 FEET EAST OF A 16 INCH OAK TREE, AND 5 FEET NORTHWEST OF A
 HC0982'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HC0982'STAMPED LODI 1963.
 HC0982'
 HC0982'TO REACH FROM THE BENNETT CREEK BRIDGE AND U.S. HIGHWAY 67 IN
 HC0982'LODI, GO NORTH ON HIGHWAY 67 FOR 1.35 MILES TO THE AZIMUTH MARK
 HC0982'ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 67 FOR 0.55 MILE TO
 HC0982'THE STATION ON THE LEFT.
 HC0982'
 HC0982'REFERENCE MARK 1 IS 65 FEET SOUTH OF THE WITNESS POST, 26 FEET
 HC0982'SOUTH OF THE CENTERLINE OF THE WOODS ROAD, AND 19 FEET SOUTH OF
 HC0982'A 20 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 HC0982'IS STAMPED LODI NO 1 1963.
 HC0982'
 HC0982'REFERENCE MARK 2 IS 73 FEET NORTH OF THE WITNESS POST, 18 FEET
 HC0982'NORTHEAST OF THE CENTERLINE OF THE WOODS ROAD, AND 10 FEET SOUTH
 HC0982'OF A 15 INCH OAK TREE.  THE MONUMENT PROJECTS 5 INCHES AND
 HC0982'THE DISK IS STAMPED LODI NO 2 1963.
 HC0982'
 HC0982'AZIMUTH MARK IS 200 FEET NORTHEAST OF THE INTERSECTION OF
 HC0982'HIGHWAY 67 AND A PAVED CROSSROAD, 56 FEET EAST OF THE CENTERLINE
 HC0982'OF HIGHWAY 67, AND 14 FEET WEST OF A WITNESS POST.  IT IS A
 HC0982'STANDARD AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN
 HC0982'OUTCROPPING BED ROCK WHICH PROJECTS ABOUT 8 FEET.  IT IS
 HC0982'STAMPED LODI 1963.
 HC0982'
 HC0982'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HC0982
 HC0982                          STATION RECOVERY (2002)
 HC0982
 HC0982'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0844 ***********************************************************************
 HC0844  DESIGNATION -  LOG CABIN
 HC0844  PID         -  HC0844
 HC0844  STATE/COUNTY-  MO/TEXAS
 HC0844  USGS QUAD   -  LICKING (1981)
 HC0844
 HC0844                         *CURRENT SURVEY CONTROL
 HC0844  ___________________________________________________________________
 HC0844* NAD 83(1997)-  37 26 23.33965(N)    091 50 32.38814(W)     ADJUSTED  
 HC0844* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 HC0844  ___________________________________________________________________
 HC0844  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HC0844  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HC0844
 HC0844  HORZ ORDER  -  FIRST
 HC0844
 HC0844.The horizontal coordinates were established by classical geodetic methods
 HC0844.and adjusted by the National Geodetic Survey in February 2000..
 HC0844
 HC0844.The orthometric height was scaled from a topographic map.
 HC0844
 HC0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0844
 HC0844.The geoid height was determined by GEOID03.
 HC0844
 HC0844;                    North         East     Units Scale Factor Converg.
 HC0844;SPC MO C     -   178,464.011   558,197.858   MT  0.99997504   +0 23 59.4
 HC0844;SPC MO E     -   179,106.950   131,213.727   MT  1.00010708   -0 48 58.1
 HC0844;UTM  15      - 4,144,293.483   602,410.440   MT  0.99972919   +0 42 13.8
 HC0844
 HC0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0844!SPC MO C     -   0.99993441  x   0.99997504  =   0.99990945
 HC0844!SPC MO E     -   0.99993441  x   1.00010708  =   1.00004148
 HC0844!UTM  15      -   0.99993441  x   0.99972919  =   0.99966362
 HC0844
 HC0844|---------------------------------------------------------------------|
 HC0844| PID    Reference Object                     Distance      Geod. Az  |
 HC0844|                                                           dddmmss.s |
 HC0844| CN7301 LOG CABIN RM 3                        5.823 METERS 00255     |
 HC0844| CN7298 LOG CABIN AZ MK                                    1134637.4 |
 HC0844| CN7299 LOG CABIN RM 1                       46.172 METERS 20453     |
 HC0844| CN7300 LOG CABIN RM 2                       32.858 METERS 28208     |
 HC0844| HD1102 VADA LOOKOUT TOWER                  APPROX.18.6 KM 2825127.9 |
 HC0844| HC0887 TEXAS LOOKOUT TOWER                 APPROX.20.7 KM 3271247.9 |
 HC0844| HC0846 LICKING HIGH SCHOOL CUPOLA          APPROX. 5.8 KM 3473235.2 |
 HC0844|---------------------------------------------------------------------|
 HC0844
 HC0844                          SUPERSEDED SURVEY CONTROL
 HC0844
 HC0844  NAD 83(1986)-  37 26 23.35160(N)    091 50 32.38643(W) AD(       ) 1
 HC0844  NAD 27      -  37 26 23.19200(N)    091 50 31.83400(W) AD(       ) 1
 HC0844
 HC0844.Superseded values are not recommended for survey control.
 HC0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0844.See file dsdata.txt to determine how the superseded data were derived.
 HC0844
 HC0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0241044293(NAD 83)
 HC0844_MARKER: DD = SURVEY DISK
 HC0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0844
 HC0844  HISTORY     - Date     Condition        Report By
 HC0844  HISTORY     - 1939     MONUMENTED       CGS
 HC0844  HISTORY     - 1978     GOOD             NGS
 HC0844
 HC0844                          STATION DESCRIPTION
 HC0844
 HC0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0844'THE STATION IS LOCATED 4 MILES SOUTH OF LICKING, IN THE
 HC0844'SOUTHWEST 1/4 OF SECTION 29, R 6 E, T 32 N, 0.5 MILE SOUTH
 HC0844'OF U.S. HIGHWAY NO. 63 GOING EAST, AND 0.3 MILE WEST OF
 HC0844'THE SAME HIGHWAY GOING SOUTH.  IT IS ON THE HIGHEST POINT
 HC0844'OF THE MIDDLE AND HIGHEST OF THREE PROMINENT WOODED HILLS THAT
 HC0844'FORM A RIDGE RUNNING NORTH AND SOUTH, 17 FEET NORTHEAST
 HC0844'OF THE CENTERLINE OF A WOODS ROAD.  THE MARK
 HC0844'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED LOG
 HC0844'CABIN 1938.
 HC0844'
 HC0844'TO REACH THE STATION FROM LICKING, GO SOUTH FROM THE
 HC0844'INTERSECTION OF STATE HIGHWAY NO. 32 AND U.S. HIGHWAY NO.
 HC0844'63 FOR 3.6 MILES TO A POINT WHERE HIGHWAY NO. 63 TURNS TO
 HC0844'THE EAST, CONTINUE STRAIGHT AHEAD ON A GRADED ROAD FOR 0.55
 HC0844'MILE TO THE TOP OF THE DIVIDE AND A GATE TO THE LEFT, JUST
 HC0844'OPPOSITE A FARM HOUSE, TURN LEFT THROUGH THE GATE AND FOLLOW
 HC0844'A DIM WOODS ROAD 0.1 MILE TO A FORK, TAKE THE RIGHT FORK
 HC0844'FOR 0.05 MILE TO THE TOP OF THE HILL AND THE STATION IN A
 HC0844'SMALL CLEARING.
 HC0844'
 HC0844'REFERENCE MARK NO. 1 IS 46.158 METERS, 151.43 FEET, SOUTH-SOUTHWEST
 HC0844'OF THE STATION, AND 26.5 FEET NORTH OF AN EAST-WEST FENCE.
 HC0844'THE MARK PROJECTS 6 INCHES ABOVE THE GROUND AND
 HC0844'IS STAMPED LOG CABIN NO 1 1939.
 HC0844'
 HC0844'REFERENCE MARK NO. 2 IS 32.838 METERS, 107.74 FEET, WEST
 HC0844'OF THE STATION, AND 14 FEET NORTH OF THE CENTERLINE OF THE
 HC0844'WOODS ROAD LEADING TO THE STATION.  THE MARK
 HC0844'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED LOG CABIN
 HC0844'NO 2 1939.
 HC0844'
 HC0844'THE AZIMUTH MARK IS 0.5 MILE WEST-SOUTHWEST OF THE STATION,
 HC0844'4.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN, AND
 HC0844'38 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 HC0844'7 INCHES ABOVE THE GROUND AND IS STAMPED LOG CABIN 1939.
 HC0844'
 HC0844'ALL MARKS ARE WITNESSED BY 4 X 4 WHITE POSTS PROJECTING
 HC0844'2-1/2 FEET ABOVE THE GROUND.
 HC0844'
 HC0844'A 90-FOOT TOWER IS NEEDED AT LOG CABIN TO SEE.
 HC0844'
 HC0844'A 90-FOOT TOWER AT SUCCESS, ROBY, KINDERPOST, MAPLES AND
 HC0844'ASHLEY.
 HC0844'
 HC0844'A 64-FOOT TOWER AT VADA AND LICKING.
 HC0844'
 HC0844'A 77-FOOT TOWER AT ZION.
 HC0844'
 HC0844'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HC0844
 HC0844                          STATION RECOVERY (1978)
 HC0844
 HC0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HC0844'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HC0844'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 HC0844'WAS NOT RECOVERED.  REFERENCE MARK 1 IS NOW BLOCKED BY A
 HC0844'TREE.  THE COMPUTED HORIZONTAL DISTANCE TO REFERENCE MARK
 HC0844'1 IS SHORTER BY 0.005 METERS.  THE HORIZONTAL MEASUREMENT
 HC0844'TO REFERENCE MARK 2 IS LONGER BY 0.019 METERS.  THESE
 HC0844'DISTANCES WERE COMPARED WITH THE 1939 DATA.
 HC0844'A REFERENCE MARK 3 WAS ESTABLISHED AT THIS DATE.  FOLLOWING
 HC0844'IS A NEW AND COMPLETE DESCRIPTION.
 HC0844'
 HC0844'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF LICKING, 8-1/2
 HC0844'MILES WEST OF THE MONTAUK STATE PARK, 7 MILES NORTH OF
 HC0844'RAYMONDVILLE, IN THE SOUTHWEST 1/4 SECTION 29, T 32 N
 HC0844'R 8 W AND ON PROPERTY OWNED BY
 HC0844'MR. ROBERTY W. SHERRILL, STAR ROUTE 4, LICKING, MISSOURI,
 HC0844'TELEPHONE NUMBER, 674-3432.
 HC0844'
 HC0844'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 137
 HC0844'AND COUNTY ROAD B IN RAYMONDVILLE.  GO NORTH ON STATE HIGHWAY
 HC0844'137 FOR 4.65 MILES TO COUNTY ROAD V ON RIGHT.  CONTINUE AHEAD
 HC0844'FOR 2.6 MILES TO MR. SHERRILLS HOUSE ON THE LEFT.  CONTINUE
 HC0844'AHEAD
 HC0844'NORTHERLY FOR 0.9 MILE TO A CURVE TO THE RIGHT AND A HOUSE
 HC0844'AND A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 HC0844'DIRT ROAD ALONG THE FENCE LINE FOR 0.4 MILE TO A GREEN
 HC0844'HOUSE ON THE RIGHT AND A GATE ON THE LEFT.
 HC0844'PASS THROUGH GATE AND FOLLOW DIM TRACK ROAD, EASTERLY AND
 HC0844'SOUTHERLY FOR 0.3 MILE TO EDGE OF WOODS AND END OF TRUCK
 HC0844'TRAVEL.  PACK
 HC0844'SOUTH THROUGH WOODS FOR ABOUT 100 YARDS TO THE HIGHEST
 HC0844'PART OF HILL AND THE STATION AS DESCRIBED.
 HC0844'
 HC0844'THE STATION MARK IS A STANDARD DISK STAMPED---LOG CABIN
 HC0844'1939---.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 HC0844'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 HC0844'GROUND SURFACE AND HAS A METAL ROD DRIVEN BESIDE MARK.
 HC0844'IT IS 16 FEET NORTHEAST OF A 12-INCH OAK TREE, 24 FEET
 HC0844'SOUTH-SOUTHEAST OF AN 18-INCH OAK TREE AND 3 FEET WEST OF
 HC0844'METAL WITNESS POST.
 HC0844'THE 1939 DATA STATES THAT THERE IS A UNDERGROUND MARK.
 HC0844'
 HC0844'REFERENCE MARK 1, A STANDARD DISK STAMPED---LOG CABIN
 HC0844'NO 1 1939---, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 HC0844'MONUMENT WHICH IS PROJECTING 4 INCHES ABOVE THE GROUND
 HC0844'SURFACE AND HAS A METAL ROD DRIVEN BESIDE MARK.  IT IS
 HC0844'26 FEET NORTH OF AN EAST-WEST FENCE LINE, 3 FEET
 HC0844'SOUTH-SOUTHEAST OF AN 8-INCH OAK TREE AND 2 FEET WEST OF A
 HC0844'METAL WITNESS POST.
 HC0844'
 HC0844'REFERENCE MARK 2, A STANDARD DISK STAMPED---LOG CABIN NO 2
 HC0844'1939---, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 HC0844'WHICH IS PROJECTING 4 INCHES ABOVE THE GROUND SURFACE AND
 HC0844'HAS A METAL ROD DRIVEN BESIDE MARK.  IT IS 4 FEET SOUTH OF
 HC0844'A METAL WITNESS POST AND 3 FEET EAST-NORTHEAST OF A
 HC0844'10-INCH OAK TREE.
 HC0844'
 HC0844'REFERENCE MARK 3, A STANDARD DISK STAMPED---LOG CABIN NO
 HC0844'3 1939 1978---, IS BRAZED TO THE TOP OF A 2-INCH BY 30-INCH
 HC0844'GALVANIZED METAL PIPE WHICH HAS THE BOTTOM 20 INCHES SET
 HC0844'IN CONCRETE AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 HC0844'IT IS 43.0 FEET SOUTH-SOUTHEAST OF A 4-INCH CEDAR TREE,
 HC0844'AND 10 FEET NORTHEAST OF 12-INCH OAK TREE.
 HC0844'
 HC0844'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH A NEW AZIMUTH MARK.
 HC0844'
 HC0844'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON
 HC0844'LINE.
 HC0844'
 HC0844'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 18.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0142 ***********************************************************************
 HE0142  DESIGNATION -  LOGAN
 HE0142  PID         -  HE0142
 HE0142  STATE/COUNTY-  MO/ST CLAIR
 HE0142  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0142
 HE0142                         *CURRENT SURVEY CONTROL
 HE0142  ___________________________________________________________________
 HE0142* NAD 83(1997)-  37 56 05.43590(N)    094 00 28.27490(W)     ADJUSTED  
 HE0142* NAVD 88     -       294.643  (meters)     966.67   (feet)  ADJUSTED  
 HE0142  ___________________________________________________________________
 HE0142  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 HE0142  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HE0142  DYNAMIC HT  -         294.425 (meters)     965.96  (feet)  COMP
 HE0142  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 HE0142
 HE0142  HORZ ORDER  -  SECOND
 HE0142  VERT ORDER  -  SECOND    CLASS 0
 HE0142
 HE0142.The horizontal coordinates were established by classical geodetic methods
 HE0142.and adjusted by the National Geodetic Survey in February 2000..
 HE0142
 HE0142.The orthometric height was determined by differential leveling
 HE0142.and adjusted by the National Geodetic Survey in June 1991..
 HE0142
 HE0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0142
 HE0142.The geoid height was determined by GEOID03.
 HE0142
 HE0142.The dynamic height is computed by dividing the NAVD 88
 HE0142.geopotential number by the normal gravity value computed on the
 HE0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0142.degrees latitude (g = 980.6199 gals.).
 HE0142
 HE0142.The modeled gravity was interpolated from observed gravity values.
 HE0142
 HE0142;                    North         East     Units Scale Factor Converg.
 HE0142;SPC MO W     -   196,332.484   893,262.186   MT  0.99996422   +0 18 09.2
 HE0142;UTM  15      - 4,199,064.693   411,433.739   MT  0.99969661   -0 37 10.7
 HE0142
 HE0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0142!SPC MO W     -   0.99995873  x   0.99996422  =   0.99992295
 HE0142!UTM  15      -   0.99995873  x   0.99969661  =   0.99965535
 HE0142
 HE0142|---------------------------------------------------------------------|
 HE0142| PID    Reference Object                     Distance      Geod. Az  |
 HE0142|                                                           dddmmss.s |
 HE0142| HE0141 LOGAN RM 1                           25.135 METERS 04446     |
 HE0142| HD1402 MET                                 APPROX.15.2 KM 0913634.7 |
 HE0142| HE0143 LOGAN RM 2                           20.154 METERS 12534     |
 HE0142| HE0150 TT 1133 W                                          1833018.3 |
 HE0142| HE0875 ELDORADO SPRINGS MUN TANK           APPROX. 7.2 KM 1902740.8 |
 HE0142| HE0879 ELDORADO SPRINGS FARM ASSN TK       APPROX. 7.9 KM 1932230.4 |
 HE0142|---------------------------------------------------------------------|
 HE0142
 HE0142                          SUPERSEDED SURVEY CONTROL
 HE0142
 HE0142  NAD 83(1997)-  37 56 05.43635(N)    094 00 28.27499(W) AD(       ) 2
 HE0142  NAD 83(1997)-  37 56 05.44537(N)    094 00 28.27409(W) AD(       ) 2
 HE0142  NAD 83(1986)-  37 56 05.44602(N)    094 00 28.27270(W) AD(       ) 2
 HE0142  NAD 27      -  37 56 05.32660(N)    094 00 27.48530(W) AD(       ) 2
 HE0142  NGVD 29 (??/??/92)  294.540  (m)          966.34   (f) ADJ UNCH    2 0
 HE0142
 HE0142.Superseded values are not recommended for survey control.
 HE0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0142.See file dsdata.txt to determine how the superseded data were derived.
 HE0142
 HE0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1143499065(NAD 83)
 HE0142_MARKER: DS = TRIANGULATION STATION DISK
 HE0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0142_STAMPING: LOGAN 1948
 HE0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0142+STABILITY: SURFACE MOTION
 HE0142
 HE0142  HISTORY     - Date     Condition        Report By
 HE0142  HISTORY     - 1948     MONUMENTED       CGS
 HE0142  HISTORY     - 1962     GOOD             CGS
 HE0142  HISTORY     - 1963     GOOD             NGS
 HE0142
 HE0142                          STATION DESCRIPTION
 HE0142
 HE0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0142'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF ELDORADO
 HE0142'SPRINGS, ON A TIMBERED RIDGE, 90 FEET SOUTH OF TWO IRON
 HE0142'GATES AND 25 FEET WEST OF THE CENTER OF THE ROAD.  THE MARK
 HE0142'IS SET FLUSH AND THE DISK IS STAMPED LOGAN 1948.
 HE0142'
 HE0142'REFERENCE MARK 1 IS SET IN A FENCE LINE, 5 FEET SOUTH OF
 HE0142'A FENCE CORNER.  THE DISK IS STAMPED LOGAN NO 1 1948 AND
 HE0142'PROJECTS 6 INCHES.
 HE0142'
 HE0142'REFERENCE MARK 2 IS SET IN A FENCE LINE, 22 FEET EAST OF
 HE0142'THE CENTER OF THE ROAD.  THE DISK IS STAMPED LOGAN NO 2 1948
 HE0142'AND PROJECTS 6 INCHES.
 HE0142'
 HE0142'THE AZIMUTH MARK IS A U.S.G.S. BENCH MARK AND IS STAMPED
 HE0142'TT 1133 W 1934.  IT IS SET FLUSH IN THE HEADWALL OF A CONCRETE
 HE0142'CULVERT AT A ROAD JUNCTION, 12 FEET NORTH OF THE HIGHWAY
 HE0142'AND IS OPPOSITE AN ENTERING ST. CLAIR COUNTY ROAD SIGN.
 HE0142'
 HE0142'TO REACH THE STATION FROM THE SPRING HOUSE IN THE CENTER
 HE0142'OF ELDORADO SPRINGS, GO NORTH AND EAST ON MISSOURI HIGHWAY
 HE0142'82 FOR 2.05 MILES TO A ROAD JUNCTION AND AZIMUTH MARK, TURN
 HE0142'LEFT ON A GRAVELED ROAD AND GO NORTH FOR 2.3 MILES TO THE
 HE0142'TWO IRON GATES AND THE STATION AS DESCRIBED.
 HE0142'
 HE0142'AN 87 FOOT SIGNAL AT ROCKVILLE IS VISIBLE AT 50 FEET.
 HE0142'
 HE0142'AN 87 FOOT SIGNAL AT GUN CLUB IS VISIBLE AT 50 FEET.
 HE0142'
 HE0142'A 74 FOOT SIGNAL AT CHALK IS VISIBLE AT 50 FEET.
 HE0142'
 HE0142'AN 87 FOOT SIGNAL AT MET IS VISIBLE AT 50 FEET.
 HE0142'
 HE0142'A 74 FOOT SIGNAL AT MAYES HILL IS VISIBLE AT 50 FEET.
 HE0142'
 HE0142'A 74 FOOT SIGNAL AT AVES IS VISIBLE AT 50 FEET.
 HE0142'
 HE0142'A 74 FOOT SIGNAL AT FILLEY 1939 IS VISIBLE AT 50 FEET.
 HE0142'
 HE0142'A 74 FOOT SIGNAL AT EL DORADO IS VISIBLE AT 50 FEET.
 HE0142'
 HE0142'A 74 FOOT SIGNAL AT BEVER 1939 IS VISIBLE AT 50 FEET.
 HE0142'
 HE0142'A 74 FOOT SIGNAL AT TUFF IS VISIBLE AT 50 FEET.
 HE0142'
 HE0142'A 74 FOOT SIGNAL AT HOWARD IS VISIBLE AT 50 FEET.
 HE0142'
 HE0142'AN 87 FOOT SIGNAL AT HAMMER IS VISIBLE AT 50 FEET.
 HE0142'
 HE0142'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HE0142
 HE0142                          STATION RECOVERY (1962)
 HE0142
 HE0142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PB)
 HE0142'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HE0142'FOUND IN GOOD CONDITION.
 HE0142'
 HE0142'A NEW WITNESS POST WAS ESTABLISHED 2 FEET NORTHEAST OF THE
 HE0142'STATION, 82.2 FEET SOUTHWEST OF REFERENCE MARK NO 1 AND 60.0
 HE0142'FEET NORTHWEST OF REFERENCE MARK NO 2.
 HE0142'
 HE0142'DUE TO CHANGES IN ROADS A NEW TO REACH FOLLOWS.
 HE0142'
 HE0142'TO REACH FROM THE POST OFFICE IN ELDORADO SPRINGS GO NORTH
 HE0142'AND EAST ON STATE HIGHWAY 82 FOR 2.3 MILES TO COUNTY ROAD
 HE0142'H AND AZIMUTH MARK ON LEFT, TURN LEFT AND GO NORTH ON COUNTY
 HE0142'ROAD H FOR 2.25 MILES TO A CURVE IN MAIN ROAD AND A GRAVELED
 HE0142'ROAD STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON GRAVELED
 HE0142'ROAD FOR 0.05 MILE TO THE STATION ON LEFT.
 HE0142'
 HE0142'THE STATION IS ON LAND OWNED BY MR. PAUL BISHIP.
 HE0142
 HE0142                          STATION RECOVERY (1963)
 HE0142
 HE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HE0142'4.8 MI N FROM ELDORADO SPRINGS.
 HE0142'ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE
 HE0142'POST OFFICE AT ELDORADO SPRINGS, THENCE 2.45 MILES NORTH ALONG
 HE0142'STATE ROAD H TO A CURVE TO THE NORTHEAST, THENCE 0.1 MILES
 HE0142'NORTH ALONG A DIRT ROAD TO THE CREST OF A HILL AND WOODED AREA,
 HE0142'ABOUT 350 FEET NORTHWEST OF THE CENTER LINE OF STATE ROAD H,
 HE0142'48 FEET WEST OF THE CENTER LINE OF DIRT ROAD, 82 FEET SOUTH-SOUTHWEST
 HE0142'OF LOGAN R.M. 1, 66 FEET WEST-NORTHWEST OF LOGAN R.M. 2, 27 FEET
 HE0142'NORTHWEST OF A 20-INCH OAK TREE, IN SECTION 33, T36 N, R28 W,
 HE0142'2.0 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, AND SET IN
 HE0142'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1275 ***********************************************************************
 HD1275  DESIGNATION -  LOGAN
 HD1275  PID         -  HD1275
 HD1275  STATE/COUNTY-  MO/GREENE
 HD1275  USGS QUAD   -  GALLOWAY (1975)
 HD1275
 HD1275                         *CURRENT SURVEY CONTROL
 HD1275  ___________________________________________________________________
 HD1275* NAD 83(1997)-  37 08 43.24272(N)    093 08 19.26774(W)     ADJUSTED  
 HD1275* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 HD1275  ___________________________________________________________________
 HD1275  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 HD1275  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HD1275
 HD1275  HORZ ORDER  -  SECOND
 HD1275
 HD1275.The horizontal coordinates were established by classical geodetic methods
 HD1275.and adjusted by the National Geodetic Survey in February 2000..
 HD1275
 HD1275.The orthometric height was scaled from a topographic map.
 HD1275
 HD1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1275
 HD1275.The geoid height was determined by GEOID03.
 HD1275
 HD1275;                    North         East     Units Scale Factor Converg.
 HD1275;SPC MO C     -   145,772.734   443,261.391   MT  0.99997298   -0 23 08.4
 HD1275;UTM  15      - 4,111,005.185   487,683.835   MT  0.99960187   -0 05 01.5
 HD1275
 HD1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1275!SPC MO C     -   0.99993641  x   0.99997298  =   0.99990939
 HD1275!UTM  15      -   0.99993641  x   0.99960187  =   0.99953830
 HD1275
 HD1275|---------------------------------------------------------------------|
 HD1275| PID    Reference Object                     Distance      Geod. Az  |
 HD1275|                                                           dddmmss.s |
 HD1275| CN7303 LOGAN RM 1                            9.911 METERS 01747     |
 HD1275| CN7302 LOGAN AZ MK                                        2274112.8 |
 HD1275| CN7304 LOGAN RM 2                           12.408 METERS 28205     |
 HD1275| HD1287 SPRINGFIELD KRAFT FOOD CO TANK      APPROX.11.7 KM 2952931.3 |
 HD1275| HD1281 SPRINGFIELD RADIO KTTS FM TWR       APPROX.15.1 KM 2965254.9 |
 HD1275| CN7136 SPRINGFIELD RAD KAA 697 MST                        2972202.4 |
 HD1275| HD1290 HEER                                APPROX.15.4 KM 2972402.7 |
 HD1275| HD1289 SPRINGFIELD CITY PWR PLT STK        APPROX.15.8 KM 2980218.2 |
 HD1275|---------------------------------------------------------------------|
 HD1275
 HD1275                          SUPERSEDED SURVEY CONTROL
 HD1275
 HD1275  NAD 83(1997)-  37 08 43.24282(N)    093 08 19.26769(W) AD(       ) 2
 HD1275  NAD 83(1986)-  37 08 43.25444(N)    093 08 19.26467(W) AD(       ) 2
 HD1275  NAD 27      -  37 08 43.07080(N)    093 08 18.61420(W) AD(       ) 2
 HD1275
 HD1275.Superseded values are not recommended for survey control.
 HD1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1275.See file dsdata.txt to determine how the superseded data were derived.
 HD1275
 HD1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8768411005(NAD 83)
 HD1275_MARKER: DS = TRIANGULATION STATION DISK
 HD1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1275
 HD1275  HISTORY     - Date     Condition        Report By
 HD1275  HISTORY     - 1959     MONUMENTED       CGS
 HD1275
 HD1275                          STATION DESCRIPTION
 HD1275
 HD1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1275'THE STATION IS ABOUT 10 MILES SOUTHEAST OF SPRINGFIELD, ABOUT
 HD1275'5 MILES NORTHWEST OF ROGERSVILLE, IN THE NORTHEAST 1/4 OF
 HD1275'SECTION 8, T. 28 N, R. 20 W. AND ON THE LOGAN ELEMENTARY
 HD1275'SCHOOL PROPERTY.  IT IS 178 FEET NORTH OF THE CENTERLINE OF
 HD1275'A PAVED ROAD, 55 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 HD1275'THE SCHOOL BUILDING, 12 FEET NORTHWEST OF THE SOUTHWEST
 HD1275'CORNER OF THE SCHOOL BUILDING, 10 FEET WEST OF THE WEST
 HD1275'WALL OF THE SCHOOL BUILDING AND 7 FEET WEST OF A WITNESS POST.
 HD1275'THE MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS STAMPED
 HD1275'LOGAN 1959.
 HD1275'
 HD1275'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HD1275'60 AND STATE HIGHWAY 125 ABOUT 3 MILES WEST OF ROGERSVILLE, GO
 HD1275'WEST ON HIGHWAY 60 FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN
 HD1275'RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 1.7 MILES TO A
 HD1275'T-ROAD AND THE LOGAN ELEMENTARY SCHOOL.  THE STATION IS AT
 HD1275'THE SOUTHWEST CORNER OF THE SCHOOL BUILDING AS DESCRIBED.
 HD1275'
 HD1275'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 HD1275'PAVED ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT AND GO
 HD1275'SOUTH ON THE PAVED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON
 HD1275'THE RIGHT AS DESCRIBED.
 HD1275'
 HD1275'REFERENCE MARK 1 IS 37 FEET NORTH OF THE SOUTHWEST CORNER
 HD1275'OF THE SCHOOL BUILDING, 30 FEET NORTH OF THE WITNESS POST,
 HD1275'20 FEET SOUTH OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING
 HD1275'AND 1 FOOT WEST OF THE WEST WALL OF THE SCHOOL BUILDING.  THE
 HD1275'MONUMENT IS FLUSH AND THE DISK IS STAMPED LOGAN NO 1 1959.
 HD1275'
 HD1275'REFERENCE MARK 2 IS 67 FEET SOUTHWEST OF THE NORTHWEST CORNER
 HD1275'OF THE SCHOOL BUILDING, 53 FEET NORTHWEST OF THE SOUTHWEST
 HD1275'CORNER OF THE SCHOOL BUILDING AND 14 FEET EAST OF A 12 INCH
 HD1275'OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HD1275'LOGAN NO 2 1959.
 HD1275'
 HD1275'THE AZIMUTH MARK IS ON ROAD RIGHT-OF-WAY.  IT IS 14 FEET WEST OF
 HD1275'THE CENTERLINE OF A PAVED ROAD, 2 FEET NORTHEAST OF A POWER
 HD1275'POLE, 1 FOOT EAST OF A FENCE AND 1 FOOT SOUTH OF A WITNESS POST.
 HD1275'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LOGAN 1959.
 HD1275'
 HD1275'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1008 ***********************************************************************
 HC1008  DESIGNATION -  LOGAN
 HC1008  PID         -  HC1008
 HC1008  STATE/COUNTY-  MO/REYNOLDS
 HC1008  USGS QUAD   -  CLEARWATER DAM (1985)
 HC1008
 HC1008                         *CURRENT SURVEY CONTROL
 HC1008  ___________________________________________________________________
 HC1008* NAD 83(1997)-  37 10 23.68086(N)    090 51 17.94025(W)     ADJUSTED  
 HC1008* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 HC1008  ___________________________________________________________________
 HC1008  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 HC1008  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HC1008
 HC1008  HORZ ORDER  -  THIRD
 HC1008
 HC1008.The horizontal coordinates were established by classical geodetic methods
 HC1008.and adjusted by the National Geodetic Survey in February 2000..
 HC1008
 HC1008.The orthometric height was scaled from a topographic map.
 HC1008
 HC1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1008
 HC1008.The geoid height was determined by GEOID03.
 HC1008
 HC1008;                    North         East     Units Scale Factor Converg.
 HC1008;SPC MO E     -   148,736.875   218,476.213   MT  0.99994557   -0 12 52.2
 HC1008;UTM  15      - 4,116,245.703   690,433.378   MT  1.00004675   +1 17 47.3
 HC1008
 HC1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1008!SPC MO E     -   0.99996370  x   0.99994557  =   0.99990927
 HC1008!UTM  15      -   0.99996370  x   1.00004675  =   1.00001045
 HC1008
 HC1008|---------------------------------------------------------------------|
 HC1008| PID    Reference Object                     Distance      Geod. Az  |
 HC1008|                                                           dddmmss.s |
 HC1008| CI4528 LOGAN RM 1                           20.071 METERS 05131     |
 HC1008| CI4529 LOGAN RM 2                           20.700 METERS 16833     |
 HC1008| CI4530 LOGAN RM 3                                         3222002.2 |
 HC1008| HC1021 CARPENTER                           APPROX.10.7 KM 3471926.6 |
 HC1008|---------------------------------------------------------------------|
 HC1008
 HC1008                          SUPERSEDED SURVEY CONTROL
 HC1008
 HC1008  NAD 83(1986)-  37 10 23.69246(N)    090 51 17.93846(W) AD(       ) 3
 HC1008  NAD 27      -  37 10 23.50880(N)    090 51 17.50550(W) AD(       ) 3
 HC1008
 HC1008.Superseded values are not recommended for survey control.
 HC1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1008.See file dsdata.txt to determine how the superseded data were derived.
 HC1008
 HC1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB9043316246(NAD 83)
 HC1008_MARKER: DS = TRIANGULATION STATION DISK
 HC1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1008_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC1008+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 HC1008
 HC1008  HISTORY     - Date     Condition        Report By
 HC1008  HISTORY     - 1962     MONUMENTED       CGS
 HC1008  HISTORY     - 20010328 GOOD             INDIV
 HC1008  HISTORY     - 20030326 GOOD             MODNR
 HC1008
 HC1008                          STATION DESCRIPTION
 HC1008
 HC1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC1008'THE STATION IS ABOUT 7-1/2 MILES SOUTHEAST OF ELLINGTON, ABOUT
 HC1008'1-1/2 MILES WEST OF LOGAN CREEK, NEAR THE CENTER SEC. 20, T. 29
 HC1008'N., R. 2 E., AND ON THE PROPERTY OF T.J. MOSS.  IT IS 42 FEET
 HC1008'NORTH OF A 24 INCH OAK TREE, 28 FEET EAST OF CENTERLINE OF WOODS
 HC1008'ROAD, 94 FEET SOUTHWEST OF CENTERLINE OF COUNTY ROAD H, 21 FEET
 HC1008'SOUTHEAST OF A 30 INCH OAK TREE, 18 FEET EAST OF A 14 INCH OAK
 HC1008'TREE WITH TRIANGULAR BLAZE ON NORTH SIDE, AND 4 FEET SOUTHEAST
 HC1008'OF A WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND THE
 HC1008'DISK IS STAMPED LOGAN 1962.
 HC1008'
 HC1008'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 21 AND 106 IN
 HC1008'ELLINGTON, GO SOUTH ON HIGHWAY 21 FOR 2.55 MILES TO A SIDE ROAD
 HC1008'LEFT.  TURN LEFT AND GO SOUTHEAST ON COUNTY ROAD H FOR 4.65 MILES
 HC1008'TO A SIDE ROAD LEFT.  CONTINUE SOUTHEAST ON COUNTY ROAD H FOR
 HC1008'1.95 MILES TO REFERENCE MARK 3 ON LEFT.  CONTINUE ON COUNTY
 HC1008'ROAD H FOR 0.1 MILE TO WOODS ROAD RIGHT AND STATION ON RIGHT.
 HC1008'
 HC1008'REFERENCE MARK 1 IS 42 FEET SOUTH OF THE INTERSECTION OF COUNTY
 HC1008'ROAD H AND WOODS ROAD, 19 FEET SOUTHEAST OF CENTERLINE OF THE
 HC1008'WOODS ROAD, AND 6 FEET NORTHWEST OF A 12 INCH OAK TREE.  THE
 HC1008'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED LOGAN NO
 HC1008'1 1962.
 HC1008'
 HC1008'REFERENCE MARK 2 IS 32 FEET WEST OF THE CENTERLINE OF THE WOODS
 HC1008'ROAD, 28 FEET SOUTH OF THE 24 INCH OAK TREE, 13 FEET NORTHWEST
 HC1008'OF A 16 INCH OAK TREE, AND 8 FEET NORTH OF A 12 INCH OAK TREE.
 HC1008'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED LOGAN NO
 HC1008'2 1962.
 HC1008'
 HC1008'REFERENCE MARK 3 IS 25 FEET NORTHEAST OF THE CENTERLINE OF
 HC1008'COUNTY ROAD H, 15 FEET EAST OF A 16 INCH OAK TREE, AND 2 FEET
 HC1008'SOUTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE
 HC1008'DISK IS STAMPED LOGAN NO 3 1962.
 HC1008'
 HC1008'NO MEASUREMENTS BETWEEN RMS TREES ON LINE.
 HC1008'
 HC1008'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HC1008
 HC1008                          STATION RECOVERY (2001)
 HC1008
 HC1008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SCC)
 HC1008'RM 3 HAS BEEN DESTROYED.  MARK IS SUITABEL FOR GPS IN THE WINTER.
 HC1008
 HC1008                          STATION RECOVERY (2003)
 HC1008
 HC1008'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 HC1008'STATION RECOVERED IN GOOD CONDITION.
 HC1008'AZIMUTH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0141 ***********************************************************************
 HE0141  DESIGNATION -  LOGAN RM 1
 HE0141  PID         -  HE0141
 HE0141  STATE/COUNTY-  MO/ST CLAIR
 HE0141  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0141
 HE0141                         *CURRENT SURVEY CONTROL
 HE0141  ___________________________________________________________________
 HE0141* NAD 83(1986)-  37 56 07.     (N)    094 00 31.     (W)     SCALED    
 HE0141* NAVD 88     -       293.848  (meters)     964.07   (feet)  ADJUSTED  
 HE0141  ___________________________________________________________________
 HE0141  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HE0141  DYNAMIC HT  -         293.631 (meters)     963.35  (feet)  COMP
 HE0141  MODELED GRAV-     979,884.0   (mgal)                       NAVD 88
 HE0141
 HE0141  VERT ORDER  -  SECOND    CLASS 0
 HE0141
 HE0141.The horizontal coordinates were scaled from a topographic map and have
 HE0141.an estimated accuracy of +/- 6 seconds.
 HE0141
 HE0141.The orthometric height was determined by differential leveling
 HE0141.and adjusted by the National Geodetic Survey in June 1991..
 HE0141
 HE0141.The geoid height was determined by GEOID03.
 HE0141
 HE0141.The dynamic height is computed by dividing the NAVD 88
 HE0141.geopotential number by the normal gravity value computed on the
 HE0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0141.degrees latitude (g = 980.6199 gals.).
 HE0141
 HE0141.The modeled gravity was interpolated from observed gravity values.
 HE0141
 HE0141;                    North         East    Units  Estimated Accuracy
 HE0141;SPC MO W     -   196,380.      893,200.      MT  (+/- 180 meters Scaled)
 HE0141
 HE0141                          SUPERSEDED SURVEY CONTROL
 HE0141
 HE0141  NGVD 29 (??/??/92)  293.746  (m)          963.73   (f) ADJ UNCH    2 0
 HE0141
 HE0141.Superseded values are not recommended for survey control.
 HE0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0141.See file dsdata.txt to determine how the superseded data were derived.
 HE0141
 HE0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB113991(NAD 83)
 HE0141_MARKER: DR = REFERENCE MARK DISK
 HE0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0141_STAMPING: LOGAN NO 1 1948
 HE0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0141+STABILITY: SURFACE MOTION
 HE0141
 HE0141  HISTORY     - Date     Condition        Report By
 HE0141  HISTORY     - 1948     MONUMENTED       CGS
 HE0141  HISTORY     - 1963     GOOD             NGS
 HE0141
 HE0141                          STATION DESCRIPTION
 HE0141
 HE0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0141'4.8 MI N FROM ELDORADO SPRINGS.
 HE0141'ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE
 HE0141'POST OFFICE AT ELDORADO SPRINGS, THENCE 2.45 MILES NORTH ALONG
 HE0141'STATE ROAD H TO A CURVE TO THE NORTHEAST, THENCE 0.1 MILES NORTH
 HE0141'ALONG A DIRT ROAD TO THE CREST OF A HILL AND WOODED AREA, 82
 HE0141'FEET NORTH-NORTHEAST OF LOGAN 1948 TRIANGULATION STATION, 41
 HE0141'FEET SOUTH OF A 18-INCH OAK TREE IN A FENCE LINE, 11 FEET EAST
 HE0141'OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HE0141'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0143 ***********************************************************************
 HE0143  DESIGNATION -  LOGAN RM 2
 HE0143  PID         -  HE0143
 HE0143  STATE/COUNTY-  MO/ST CLAIR
 HE0143  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0143
 HE0143                         *CURRENT SURVEY CONTROL
 HE0143  ___________________________________________________________________
 HE0143* NAD 83(1986)-  37 56 07.     (N)    094 00 31.     (W)     SCALED    
 HE0143* NAVD 88     -       293.601  (meters)     963.26   (feet)  ADJUSTED  
 HE0143  ___________________________________________________________________
 HE0143  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HE0143  DYNAMIC HT  -         293.384 (meters)     962.54  (feet)  COMP
 HE0143  MODELED GRAV-     979,884.0   (mgal)                       NAVD 88
 HE0143
 HE0143  VERT ORDER  -  SECOND    CLASS 0
 HE0143
 HE0143.The horizontal coordinates were scaled from a topographic map and have
 HE0143.an estimated accuracy of +/- 6 seconds.
 HE0143
 HE0143.The orthometric height was determined by differential leveling
 HE0143.and adjusted by the National Geodetic Survey in June 1991..
 HE0143
 HE0143.The geoid height was determined by GEOID03.
 HE0143
 HE0143.The dynamic height is computed by dividing the NAVD 88
 HE0143.geopotential number by the normal gravity value computed on the
 HE0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0143.degrees latitude (g = 980.6199 gals.).
 HE0143
 HE0143.The modeled gravity was interpolated from observed gravity values.
 HE0143
 HE0143;                    North         East    Units  Estimated Accuracy
 HE0143;SPC MO W     -   196,380.      893,200.      MT  (+/- 180 meters Scaled)
 HE0143
 HE0143                          SUPERSEDED SURVEY CONTROL
 HE0143
 HE0143  NGVD 29 (??/??/92)  293.498  (m)          962.92   (f) ADJ UNCH    2 0
 HE0143
 HE0143.Superseded values are not recommended for survey control.
 HE0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0143.See file dsdata.txt to determine how the superseded data were derived.
 HE0143
 HE0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB113991(NAD 83)
 HE0143_MARKER: DR = REFERENCE MARK DISK
 HE0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0143_STAMPING: LOGAN NO2 1948
 HE0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0143+STABILITY: SURFACE MOTION
 HE0143
 HE0143  HISTORY     - Date     Condition        Report By
 HE0143  HISTORY     - 1948     MONUMENTED       CGS
 HE0143  HISTORY     - 1963     GOOD             NGS
 HE0143  HISTORY     - 19880216 MARK NOT FOUND   USPSQD
 HE0143
 HE0143                          STATION DESCRIPTION
 HE0143
 HE0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0143'4.8 MI N FROM ELDORADO SPRINGS.
 HE0143'ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE
 HE0143'POST OFFICE AT ELDORADO SPRINGS, THENCE 2.45 MILES NORTH ALONG
 HE0143'STATE ROAD H TO A CURVE TO THE NORTHEAST, THENCE 0.1 MILES
 HE0143'NORTHEAST, THENCE 0.1 MILES NORTH ALONG A DIRT ROAD, 66 FEET
 HE0143'EAST-SOUTHEAST OF LOGAN 1948, 22 FEET SOUTH OF A 30-INCH OAK
 HE0143'TREE, 13 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, AND SET
 HE0143'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HE0143
 HE0143                          STATION RECOVERY (1988)
 HE0143
 HE0143'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 HE0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0902 ***********************************************************************
 GF0902  DESIGNATION -  LOHMER LOOKOUT TOWER
 GF0902  PID         -  GF0902
 GF0902  STATE/COUNTY-  MO/BARRY
 GF0902  USGS QUAD   -  SHELL KNOB (1974)
 GF0902
 GF0902                         *CURRENT SURVEY CONTROL
 GF0902  ___________________________________________________________________
 GF0902* NAD 83(1997)-  36 40 00.53182(N)    093 42 32.13598(W)     ADJUSTED  
 GF0902* NAVD 88     -                                                        
 GF0902  ___________________________________________________________________
 GF0902  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GF0902  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 GF0902
 GF0902  HORZ ORDER  -  THIRD
 GF0902
 GF0902.The horizontal coordinates were established by classical geodetic methods
 GF0902.and adjusted by the National Geodetic Survey in February 2000..
 GF0902
 GF0902
 GF0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0902
 GF0902.The geoid height was determined by GEOID03.
 GF0902
 GF0902;                    North         East     Units Scale Factor Converg.
 GF0902;SPC MO W     -    55,788.041   920,717.296   MT  1.00000277   +0 28 20.7
 GF0902;SPC MO C     -    93,160.839   391,928.599   MT  1.00007717   -0 43 19.2
 GF0902;UTM  15      - 4,058,146.099   436,647.871   MT  0.99964945   -0 25 24.1
 GF0902
 GF0902                          SUPERSEDED SURVEY CONTROL
 GF0902
 GF0902  NAD 83(1997)-  36 40 00.53197(N)    093 42 32.13582(W) AD(       ) 4
 GF0902  NAD 83(1997)-  36 40 00.53679(N)    093 42 32.13710(W) AD(       ) 4
 GF0902  NAD 83(1997)-  36 40 00.54289(N)    093 42 32.13678(W) AD(       ) 4
 GF0902  NAD 83(1986)-  36 40 00.54378(N)    093 42 32.13624(W) AD(       ) 4
 GF0902  NAD 27      -  36 40 00.30800(N)    093 42 31.43700(W) AD(       ) 3
 GF0902
 GF0902.Superseded values are not recommended for survey control.
 GF0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0902.See file dsdata.txt to determine how the superseded data were derived.
 GF0902
 GF0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3664858146(NAD 83)
 GF0902_MARKER: 57 = LOOKOUT TOWER
 GF0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0902+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 GF0902
 GF0902  HISTORY     - Date     Condition        Report By
 GF0902  HISTORY     - 1961     FIRST OBSERVED   CGS
 GF0902  HISTORY     - 20020818 GOOD             GEOCAC
 GF0902  HISTORY     - 20050312 GOOD             GEOCAC
 GF0902
 GF0902                          STATION DESCRIPTION
 GF0902
 GF0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0902'THE STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS
 GF0902'A 4 LEGGED STEEL STRUCTURE WITH A METAL AND GLASS OBSERVATION ROOM
 GF0902'AT THE TOP.  IT IS ABOUT 110 FEET HIGH.  IT IS ABOUT 8-1/2 MILES
 GF0902'EAST OF CASSVILLE ON LINE BETWEEN SECTIONS 35 AND 26, T. 23 N.,
 GF0902'R. 26 W.
 GF0902'
 GF0902'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 148, 112, 76 AND 86
 GF0902'IN THE SOUTHEAST RESIDENTIAL SECTION OF CASSVILLE, GO SOUTHERLY
 GF0902'ON HIGHWAYS 112, 76 AND 86 FOR 1.45 MILES TO A SIDE
 GF0902'ROAD LEFT.  TURN LEFT AND GO EASTERLY ON HIGHWAY 76
 GF0902'AND 86 FOR 2.6 MILES TO WHERE HIGHWAY 86 TURNS
 GF0902'RIGHT.  CONTINUE AHEAD, EASTERLY ON HIGHWAY 76 FOR 3.85 MILES TO
 GF0902'A Y-FORK.  KEEP LEFT AND GO NORTHEAST AND EAST ON HIGHWAY 76
 GF0902'FOR 1.8 MILES TO THE STATION ON THE LEFT.
 GF0902
 GF0902                          STATION RECOVERY (2002)
 GF0902
 GF0902'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0902'RECOVERED IN GOOD CONDITION.
 GF0902
 GF0902                          STATION RECOVERY (2005)
 GF0902
 GF0902'RECOVERY NOTE BY GEOCACHING 2005 (CLJ)
 GF0902'TOWER IS EASY TO SPOT.  THERE ARE OTHER MARKS BENEATH THE TOWER WHICH
 GF0902'ARE NOT NGS ASSOCIATED MARKS.  THE TOWER MARK IS INTACT BUT A LITTLE
 GF0902'WORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1694 ***********************************************************************
 JC1694  DESIGNATION -  LONE DELL LOOKOUT TOWER
 JC1694  PID         -  JC1694
 JC1694  STATE/COUNTY-  MO/FRANKLIN
 JC1694  USGS QUAD   -  LONEDELL (1969)
 JC1694
 JC1694                         *CURRENT SURVEY CONTROL
 JC1694  ___________________________________________________________________
 JC1694* NAD 83(1997)-  38 19 36.31181(N)    090 47 48.80472(W)     ADJUSTED  
 JC1694* NAVD 88     -                                                        
 JC1694  ___________________________________________________________________
 JC1694  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 JC1694  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 JC1694
 JC1694  HORZ ORDER  -  THIRD
 JC1694
 JC1694.The horizontal coordinates were established by classical geodetic methods
 JC1694.and adjusted by the National Geodetic Survey in February 2000..
 JC1694
 JC1694
 JC1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1694
 JC1694.The geoid height was determined by GEOID03.
 JC1694
 JC1694;                    North         East     Units Scale Factor Converg.
 JC1694;SPC MO E     -   276,740.993   224,041.234   MT  0.99994163   -0 11 02.8
 JC1694;UTM  15      - 4,244,366.671   692,576.825   MT  1.00005674   +1 22 00.0
 JC1694
 JC1694                          SUPERSEDED SURVEY CONTROL
 JC1694
 JC1694  NAD 83(1997)-  38 19 36.31564(N)    090 47 48.80545(W) AD(       ) 4
 JC1694  NAD 83(1986)-  38 19 36.33165(N)    090 47 48.81240(W) AD(       ) 4
 JC1694  NAD 27      -  38 19 36.14300(N)    090 47 48.33700(W) AD(       ) 3
 JC1694
 JC1694.Superseded values are not recommended for survey control.
 JC1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1694.See file dsdata.txt to determine how the superseded data were derived.
 JC1694
 JC1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9257744367(NAD 83)
 JC1694_MARKER: 57 = LOOKOUT TOWER
 JC1694
 JC1694  HISTORY     - Date     Condition        Report By
 JC1694  HISTORY     - 1956     FIRST OBSERVED   CGS
 JC1694
 JC1694                          STATION DESCRIPTION
 JC1694
 JC1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1694'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE EAST SOUTHEAST
 JC1694'OF ST CLAIR, 3-1/2 MILES NORTHWEST OF GRUBVILLE AND 1-1/2
 JC1694'MILES NORTH OF STATE HIGHWAY 30, ON THE HIGHEST PART OF
 JC1694'A WOODED HILL.
 JC1694'
 JC1694'THE TOWER IS A FOUR LEGGED WOODEN STRUCTURE WITH AN 8 FOOT
 JC1694'SQUARE HOUSE ON TOP.  IT IS ABOUT 65 FEET HIGH.  THE CENTER
 JC1694'OF THE ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2604 ***********************************************************************
 JD2604  DESIGNATION -  LONE ELM
 JD2604  PID         -  JD2604
 JD2604  STATE/COUNTY-  MO/COOPER
 JD2604  USGS QUAD   -  LONE ELM (1985)
 JD2604
 JD2604                         *CURRENT SURVEY CONTROL
 JD2604  ___________________________________________________________________
 JD2604* NAD 83(1997)-  38 50 09.66637(N)    092 44 27.37343(W)     ADJUSTED  
 JD2604* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 JD2604  ___________________________________________________________________
 JD2604  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 JD2604  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2604
 JD2604  HORZ ORDER  -  SECOND
 JD2604
 JD2604.The horizontal coordinates were established by classical geodetic methods
 JD2604.and adjusted by the National Geodetic Survey in February 2000..
 JD2604
 JD2604.The orthometric height was scaled from a topographic map.
 JD2604
 JD2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2604
 JD2604.The geoid height was determined by GEOID03.
 JD2604
 JD2604;                    North         East     Units Scale Factor Converg.
 JD2604;SPC MO C     -   333,255.352   479,081.780   MT  0.99993872   -0 09 03.9
 JD2604;UTM  15      - 4,298,611.505   522,484.418   MT  0.99960623   +0 09 44.8
 JD2604
 JD2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2604!SPC MO C     -   0.99996511  x   0.99993872  =   0.99990383
 JD2604!UTM  15      -   0.99996511  x   0.99960623  =   0.99957135
 JD2604
 JD2604:                Primary Azimuth Mark                     Grid Az
 JD2604:SPC MO C     -  BOONVILLE MO PWR LT CO STACK             005 40 28.7
 JD2604:UTM  15      -  BOONVILLE MO PWR LT CO STACK             005 21 40.0
 JD2604
 JD2604|---------------------------------------------------------------------|
 JD2604| PID    Reference Object                     Distance      Geod. Az  |
 JD2604|                                                           dddmmss.s |
 JD2604| JD2611 BOONVILLE MO PWR LT CO STACK        APPROX.16.1 KM 0053124.8 |
 JD2604| CN7308 LONE ELM AZ MK                                     0283743.3 |
 JD2604| CN7309 LONE ELM RM 1                        33.043 METERS 24645     |
 JD2604| CN7310 LONE ELM RM 2                        33.522 METERS 25628     |
 JD2604| CN7311 LONE ELM RM 3                        45.321 METERS 31215     |
 JD2604| JD2638 BOONVILLE HARLEY PARK MUN TANK      APPROX.15.2 KM 3534752.5 |
 JD2604| JD2605 BOONVILLE MUNICIPAL TANK            APPROX.14.1 KM 3594457.1 |
 JD2604|---------------------------------------------------------------------|
 JD2604
 JD2604                          SUPERSEDED SURVEY CONTROL
 JD2604
 JD2604  NAD 83(1986)-  38 50 09.67565(N)    092 44 27.37724(W) AD(       ) 2
 JD2604  NAD 27      -  38 50 09.58076(N)    092 44 26.69206(W) AD(       ) 2
 JD2604
 JD2604.Superseded values are not recommended for survey control.
 JD2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2604.See file dsdata.txt to determine how the superseded data were derived.
 JD2604
 JD2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2248498612(NAD 83)
 JD2604_MARKER: DS = TRIANGULATION STATION DISK
 JD2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2604
 JD2604  HISTORY     - Date     Condition        Report By
 JD2604  HISTORY     - 1949     MONUMENTED       CGS
 JD2604  HISTORY     - 1962     GOOD             CGS
 JD2604
 JD2604                          STATION DESCRIPTION
 JD2604
 JD2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2604'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF BOONVILLE, ABOUT
 JD2604'9 MILES WEST-NORTHWEST OF PRAIRIE HOME, ABOUT 3/4 MILE
 JD2604'NORTH-NORTHWEST OF THE VILLAGE OF LONE ELM, ON PROPERTY OWNED
 JD2604'AND OCCUPIED BY MR. OSCAR NIEBRUEGGE.  IT IS SET IN A FENCELINE,
 JD2604'ABOUT 0.25 NORTHWEST OF A FARM HOUSE, ABOUT 0.1 MILE NORTHWEST
 JD2604'OF A LARGE EARTHEN DAM, AND 101 FEET EAST OF A NORTH-SOUTH HEDGE
 JD2604'ROW.  THE DISK IS STAMPED LONE ELM 1949 AND IS SET 10 INCHES
 JD2604'BELOW THE SURFACE OF THE GROUND.
 JD2604'
 JD2604'REFERENCE MARK NO. 1 IS SET AT THE SOUTH END OF A GAP IN THE
 JD2604'HEDGE ROW, AND 1 FOOT NORTH OF A WITNESS POST.  THE DISK IS
 JD2604'STAMPED LONE ELM NO 1 1949 AND IS SET FLUSH WITH THE SURFACE OF
 JD2604'THE GROUND.
 JD2604'
 JD2604'REFERENCE MARK NO. 2 IS SET 1 FOOT EAST OF THE HEDGE ROW, AND 2
 JD2604'FEET SOUTH OF A WITNESS POST.  THE DISK IS STAMPED LONE ELM NO
 JD2604'2 1949 AND IS SET 3 INCHES BELOW THE SURFACE OF THE GROUND.
 JD2604'
 JD2604'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTHEAST OF THE STATION,
 JD2604'35 FEET WEST OF THE CENTERLINE OF THE ROAD, 5.5 FEET NORTHWEST
 JD2604'OF A WITNESS POST, AND 1.6 FEET SOUTHWEST OF A TELEPHONE POLE.
 JD2604'THE DISK IS STAMPED LONE ELM 1949 AND PROJECTS 2 INCHES.
 JD2604'
 JD2604'TO REACH THE STATION FROM THE CORNER OF 5TH. STREET AND ELM
 JD2604'STREET, IN BOONVILLE, GO SOUTH ON A PAVED ROAD FOR 1.3 MILES TO A
 JD2604'CROSSROAD.  CONTINUE SOUTH FOR 0.2 MILE TO A FORK.  TAKE THE
 JD2604'RIGHT FORK AND FOLLOW THE GRAVELLED ROAD SOUTH FOR 1.7 MILES TO
 JD2604'ANOTHER FORK.  TAKE THE LEFT FORK AND GO EAST FOR 0.55 MILE TO
 JD2604'A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 5.7 MILES TO THE
 JD2604'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH FOR
 JD2604'0.35 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND PASS
 JD2604'THRU A GATE, AT THE EAST END OF A LARGE BARN.  PASS TO THE
 JD2604'NORTH OF THE BARN AND GO WEST FOR 0.1 MILE TO ANOTHER BOARD
 JD2604'GATE.  PASS THRU THE GATE AND CONTINUE WEST FOR 0.15 MILE TO
 JD2604'THE STATION ON THE LEFT.
 JD2604'
 JD2604'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JD2604
 JD2604                          STATION RECOVERY (1962)
 JD2604
 JD2604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DJF)
 JD2604'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 JD2604'RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN DISTANCE AND
 JD2604'DIRECTION OF REFERENCE MARK 1 NOTED AND CHECKED.  A DIFFERENCE
 JD2604'IN DIRECTION WAS NOTED AND CHECKED ON THE AZIMUTH MARK.
 JD2604'REFERENCE MARK 3 WAS SET TO REPLACE REFERENCE MARK 2.
 JD2604'
 JD2604'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTH OF BOONVILLE, 9.0
 JD2604'MILES WEST-NORTHWEST OF PRAIRIE HOME AND 0.75 MILE NORTH-NORTHWEST
 JD2604'OF LONE ELM ON THE PROPERTY OWNED BY MR. OSCAR NIEDRUEGGE.
 JD2604'
 JD2604'TO REACH THE STATION FROM THE POST OFFICE IN BUNCETON, GO EAST
 JD2604'ON COUNTY ROUTE J FOR 3.15 MILES TO JUNCTION OF COUNTY ROUTE B.
 JD2604'TURN LEFT AND GO NORTH ON COUNTY ROUTE B FOR 2.4 MILES TO THE
 JD2604'JUNCTION OF COUNTY ROUTE KK, IN LONE ELM.  CONTINUE NORTH ON
 JD2604'COUNTY ROUTE B FOR 0.75 MILE TO SIDE ROAD LEFT AT FARM HOUSE,
 JD2604'CONTINUE NORTH ON COUNTY ROUTE B FOR 0.45 MILE TO GATE AND
 JD2604'AZIMUTH MARK ON THE WEST SIDE OF THE HIGHWAY.  TURN LEFT AND GO
 JD2604'WEST ON FARM ENTRANCE ROAD FOR 0.05 MILE TO GATE.  PASS
 JD2604'THROUGH GATE AND GO WESTERLY ON DIM TRACK ROAD TO THE SOUTH
 JD2604'OF A LARGE EARTHEN DAM FOR 0.15 MILE.  BEAR RIGHT AND GO
 JD2604'NORTHWEST FOR 0.1 MILE TO THE STATION IN EAST-WEST FENCE LINE.
 JD2604'
 JD2604'THE STATION IS A STANDARD DISK STAMPED LONE ELM 1949 SET IN THE
 JD2604'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 12 INCHES ACROSS WHICH
 JD2604'IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 108.0
 JD2604'FEET EAST OF A 4-WAY FENCE CORNER AND IN A NORTH-SOUTH FENCE
 JD2604'LINE.
 JD2604'
 JD2604'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LONE ELM NO 1 1949
 JD2604'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN
 JD2604'DIAMETER FLUSH WITH THE GROUND.  IT IS 8.0 FEET SOUTH OF THE
 JD2604'CENTER OF A BOARD GATE AT A 4-WAY FENCE CORNER AND 2.0 FEET
 JD2604'SOUTH OF GATE POST IN A NORTH-SOUTH FENCE LINE.
 JD2604'
 JD2604'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LONE ELM NO 3 1949
 JD2604'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN
 JD2604'DIAMETER WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS
 JD2604'128.0 FEET NORTH OF A 4-WAY FENCE CORNER AND IN A NORTH-SOUTH
 JD2604'FENCE LINE.
 JD2604'
 JD2604'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LONE ELM 1949 SET IN
 JD2604'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 JD2604'GROUND.  IT IS 34.5 FEET WEST OF THE CENTER LINE OF COUNTY ROUTE
 JD2604'B, 29.0 FEET SOUTH OF THE CENTER OF A GATE IN A NORTH-SOUTH
 JD2604'FENCE LINE, 1.0 FEET SOUTHWEST OF A TELEPHONE POLE, 1.0 FOOT WEST
 JD2604'OF A METAL WITNESS POST WITH SIGN AND 0.5 FOOT WEST OF A
 JD2604'NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1081 ***********************************************************************
 GE1081  DESIGNATION -  LONE HILL MICROWAVE RAD MAST
 GE1081  PID         -  GE1081
 GE1081  STATE/COUNTY-  MO/BUTLER
 GE1081  USGS QUAD   -  FAIRDEALING (1979)
 GE1081
 GE1081                         *CURRENT SURVEY CONTROL
 GE1081  ___________________________________________________________________
 GE1081* NAD 83(1997)-  36 42 12.77181(N)    090 32 13.09834(W)     ADJUSTED  
 GE1081* NAVD 88     -                                                        
 GE1081  ___________________________________________________________________
 GE1081  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 GE1081  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 GE1081
 GE1081  HORZ ORDER  -  THIRD
 GE1081
 GE1081.The horizontal coordinates were established by classical geodetic methods
 GE1081.and adjusted by the National Geodetic Survey in February 2000..
 GE1081
 GE1081
 GE1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1081
 GE1081.The geoid height was determined by GEOID03.
 GE1081
 GE1081;                    North         East     Units Scale Factor Converg.
 GE1081;SPC MO E     -    96,556.662   246,696.570   MT  0.99993347   -0 01 19.5
 GE1081;UTM  15      - 4,064,814.222   720,017.944   MT  1.00019642   +1 28 21.7
 GE1081
 GE1081                          SUPERSEDED SURVEY CONTROL
 GE1081
 GE1081  NAD 83(1997)-  36 42 12.77491(N)    090 32 13.09902(W) AD(       ) 4
 GE1081  NAD 83(1997)-  36 42 12.77684(N)    090 32 13.09841(W) AD(       ) 4
 GE1081  NAD 83(1986)-  36 42 12.78064(N)    090 32 13.09812(W) AD(       ) 4
 GE1081  NAD 27      -  36 42 12.58100(N)    090 32 12.68300(W) AD(       ) 3
 GE1081
 GE1081.Superseded values are not recommended for survey control.
 GE1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1081.See file dsdata.txt to determine how the superseded data were derived.
 GE1081
 GE1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2001864814(NAD 83)
 GE1081_MARKER: 42 = RADIO/TV MAST
 GE1081
 GE1081  HISTORY     - Date     Condition        Report By
 GE1081  HISTORY     - 1957     FIRST OBSERVED   CGS
 GE1081
 GE1081                          STATION DESCRIPTION
 GE1081
 GE1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GE1081'THE STATION IS LOCATED ON THE HIGHEST POINT OF A CULTIVATED
 GE1081'HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY
 GE1081'AND IN THE NORTHWEST 1/4 OF SECTION 28, T 24 N, R 5 E.
 GE1081'IT IS 10 MILES SOUTHWEST OF POPLAR BLUFF, 2-1/2 MILES NORTH OF
 GE1081'THE JUNCTION OF U.S. HIGHWAY 160 AND COUNTY ROAD F, 0.1 MILE
 GE1081'NORTHEAST OF THE LONE HILL SCHOOL AND A CROSSROADS AND
 GE1081'140 FEET EAST OF THE CENTER OF COUNTY ROAD F.
 GE1081'
 GE1081'THE STATION CONSISTS OF TWO SLIM, STRUCTURAL STEEL MASTS THAT
 GE1081'ARE ABOUT 10 FEET APART AND 175 FEET IN HEIGHT.  THE TOPS
 GE1081'OF THE MASTS ARE CONNECTED WITH A ROOF SHAPED ANTENNA.  THE
 GE1081'POINT OBSERVED WAS THE CENTER OF THE ANTENNA.
 GE1081'
 GE1081'THE STRUCTURE IS OWNED BY THE TEXAS-ILLINOIS NATURAL GAS PIPELINE
 GE1081'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0006 ***********************************************************************
 JE0006  DESIGNATION -  LONE TREE 2
 JE0006  PID         -  JE0006
 JE0006  STATE/COUNTY-  MO/CASS
 JE0006  USGS QUAD   -  AUSTIN (1981)
 JE0006
 JE0006                         *CURRENT SURVEY CONTROL
 JE0006  ___________________________________________________________________
 JE0006* NAD 83(1997)-  38 31 58.05940(N)    094 21 05.82492(W)     ADJUSTED  
 JE0006* NAVD 88     -       260.95   (meters)     856.1    (feet)  RESET     
 JE0006  ___________________________________________________________________
 JE0006  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JE0006  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0006
 JE0006  HORZ ORDER  -  THIRD
 JE0006  VERT ORDER  -  THIRD
 JE0006
 JE0006.The horizontal coordinates were established by classical geodetic methods
 JE0006.and adjusted by the National Geodetic Survey in February 2000..
 JE0006.No horizontal observational check was made to the station.
 JE0006
 JE0006.The orthometric height was computed from unverified reset data.
 JE0006
 JE0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0006
 JE0006.The geoid height was determined by GEOID03.
 JE0006
 JE0006;                    North         East     Units Scale Factor Converg.
 JE0006;SPC MO W     -   262,597.891   862,937.141   MT  0.99994324   +0 05 32.8
 JE0006;UTM  15      - 4,265,798.067   382,192.767   MT  0.99977091   -0 50 31.6
 JE0006
 JE0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0006!SPC MO W     -   0.99996412  x   0.99994324  =   0.99990736
 JE0006!UTM  15      -   0.99996412  x   0.99977091  =   0.99973503
 JE0006
 JE0006:                Primary Azimuth Mark                     Grid Az
 JE0006:SPC MO W     -  LONE TREE AZ MK                          002 04 48.6
 JE0006:UTM  15      -  LONE TREE AZ MK                          003 00 53.0
 JE0006
 JE0006|---------------------------------------------------------------------|
 JE0006| PID    Reference Object                     Distance      Geod. Az  |
 JE0006|                                                           dddmmss.s |
 JE0006| JE0010 LONE TREE AZ MK                     APPROX. 0.9 KM 0021021.4 |
 JE0006| JE0008 LONE TREE 2 RM 3                     24.207 METERS 00316     |
 JE0006| JE0009 LONE TREE RM 1                       15.755 METERS 18124     |
 JE0006| JE1904 ARCHIE MUNICIPAL TANK               APPROX. 5.6 KM 1813448.8 |
 JE0006| JE0005 LONE TREE                            22.396 METERS 23042     |
 JE0006|---------------------------------------------------------------------|
 JE0006
 JE0006                          SUPERSEDED SURVEY CONTROL
 JE0006
 JE0006  NAD 83(1997)-  38 31 58.05961(N)    094 21 05.82484(W) AD(       ) 3
 JE0006  NAD 83(1986)-  38 31 58.06718(N)    094 21 05.82269(W) AD(       ) 3
 JE0006  NAD 27      -  38 31 58.02665(N)    094 21 05.00383(W) AD(       ) 3
 JE0006  NGVD 29 (07/19/86)  260.83   (m)          855.7    (f) LEVELING    3  
 JE0006
 JE0006.Superseded values are not recommended for survey control.
 JE0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0006.See file dsdata.txt to determine how the superseded data were derived.
 JE0006
 JE0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8219365798(NAD 83)
 JE0006_MARKER: DS = TRIANGULATION STATION DISK
 JE0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0006_STAMPING: LONE TREE 2 1970
 JE0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0006+STABILITY: SURFACE MOTION
 JE0006
 JE0006  HISTORY     - Date     Condition        Report By
 JE0006  HISTORY     - 1970     MONUMENTED       NGS
 JE0006  HISTORY     - 1970     GOOD             NGS
 JE0006
 JE0006                          STATION DESCRIPTION
 JE0006
 JE0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE0006'STATION IS ABOUT 3.5 MILES NORTH OF ARCHIE, 8.5 MILES SOUTH OF
 JE0006'HARRISONVILLE, ON THE EAST RIGHT-OF-WAY OF A SERVICE ROAD WHICH
 JE0006'WAS OLD U.S. HIGHWAY 71.
 JE0006'
 JE0006'TO REACH THE STATION FROM THE MAIN INTERSECTION AT ARCHIE, GO
 JE0006'NORTH ON OLD U.S. HIGHWAY 71 FOR 3.5 MILES TO THE STATION ON THE
 JE0006'RIGHT.  (CONTINUE NORTH OF THE OLD HIGHWAY FOR 0.6 MILE TO THE
 JE0006'AZIMUTH MARK ON THE RIGHT.)
 JE0006'
 JE0006'STATION MARKS ARE STANDARD DISKS STAMPED LONE TREE 2 1970.  THE
 JE0006'SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 JE0006'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT
 JE0006'500 FEET SOUTH-SOUTHWEST OF A LARGE WHITE HOUSE ON THE EAST SIDE
 JE0006'OF OLD HIGHWAY, 153 FEET SOUTH OF A CORNER FENCE POST, 29 FEET
 JE0006'EAST OF THE CENTER OF OLD U.S. HIGHWAY 71, 2 FEET WEST OF A
 JE0006'METAL WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD DISK
 JE0006'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW
 JE0006'THE SURFACE OF THE GROUND.
 JE0006'
 JE0006'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LONE TREE NO. 1
 JE0006'1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 JE0006'WITH THE SURFACE OF THE GROUND.  IT IS 29 FEET EAST OF THE
 JE0006'CENTER OF OLD U.S. HIGHWAY 71.
 JE0006'
 JE0006'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LONE TREE 2 NO. 3
 JE0006'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JE0006'3 INCHES.  IT IS 73.5 FEET SOUTH OF THE CORNER FENCE POST, 30
 JE0006'FEET EAST OF THE CENTER OF OLD U.S. HIGHWAY 71, AND 1 FOOT SOUTH
 JE0006'OF A TELEPHONE POLE.
 JE0006'
 JE0006'AZIMUTH MARK, A STANDARD DISK STAMPED LONE TREE 1948, IS SET IN
 JE0006'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 JE0006'IS 29.5 FEET EAST OF THE CENTER OF OLD U.S. HIGHWAY 71, 1 FOOT
 JE0006'WEST OF A FENCE, 1 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST,
 JE0006'AND 0.15 MILE SOUTH OF THE ENTRANCE TO A MISSILE SITE.
 JE0006'
 JE0006'NOTE- ALL MARKS ARE BENCH MARKS.
 JE0006'
 JE0006'LONE TREE 1948 TO LONE TREE 2 1970 IS PLUS 0.0745 METERS.
 JE0006
 JE0006                          STATION RECOVERY (1970)
 JE0006
 JE0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JE0006'4 MI N FROM ARCHIE.
 JE0006'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0006'THE STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED
 JE0006'ROAD, THENCE 0.7 MILE NORTH ALONG OLD U.S. HIGHWAY 71, 0.2
 JE0006'MILE NORTHEAST OF A LARGE BRICK HOUSE, ABOUT 500 FEET SOUTH-SOUTHWEST
 JE0006'OF A LARGE WHITE HOUSE, 153 FEET SOUTH OF A CORNER FENCE POST,
 JE0006'29 FEET EAST OF THE CENTER OF OLD U.S. HIGHWAY 71, 2 FEET WEST OF
 JE0006'A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 JE0006'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0008 ***********************************************************************
 JE0008  DESIGNATION -  LONE TREE 2 RM 3
 JE0008  PID         -  JE0008
 JE0008  STATE/COUNTY-  MO/CASS
 JE0008  USGS QUAD   -  AUSTIN (1981)
 JE0008
 JE0008                         *CURRENT SURVEY CONTROL
 JE0008  ___________________________________________________________________
 JE0008* NAD 83(1986)-  38 31 58.     (N)    094 21 06.     (W)     SCALED    
 JE0008* NAVD 88     -       260.71   (meters)     855.3    (feet)  RESET     
 JE0008  ___________________________________________________________________
 JE0008  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0008
 JE0008  VERT ORDER  -  THIRD
 JE0008
 JE0008.The horizontal coordinates were scaled from a topographic map and have
 JE0008.an estimated accuracy of +/- 6 seconds.
 JE0008
 JE0008.The orthometric height was computed from unverified reset data.
 JE0008
 JE0008.The geoid height was determined by GEOID03.
 JE0008
 JE0008;                    North         East    Units  Estimated Accuracy
 JE0008;SPC MO W     -   262,600.      862,930.      MT  (+/- 180 meters Scaled)
 JE0008
 JE0008                          SUPERSEDED SURVEY CONTROL
 JE0008
 JE0008.No superseded survey control is available for this station.
 JE0008
 JE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC821657(NAD 83)
 JE0008_MARKER: DR = REFERENCE MARK DISK
 JE0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0008_STAMPING: LONE TREE 2 NO 3 1970
 JE0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0008+STABILITY: SURFACE MOTION
 JE0008
 JE0008  HISTORY     - Date     Condition        Report By
 JE0008  HISTORY     - 1970     MONUMENTED       NGS
 JE0008
 JE0008                          STATION DESCRIPTION
 JE0008
 JE0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JE0008'4 MI N FROM ARCHIE.
 JE0008'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0008'THE STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED
 JE0008'ROAD, THENCE 0.7 MILE NORTH ALONG OLD U.S. HIGHWAY 71, 0.2 MILE
 JE0008'NORTHEAST OF A LARGE BRICK HOUSE, 73.5 FEET SOUTH OF A CORNER
 JE0008'FENCE POST, 79.42 FEET NORTH OF TRIANGULATION STATION LONE TREE
 JE0008'2 1970, 30 FEET EAST OF THE CENTER OF OLD U.S. HIGHWAY 71, 1 FOOT
 JE0008'SOUTH OF A TELEPHONE POLE, AND SET IN THE TOP OF A ROUND CONCRETE
 JE0008'POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0010 ***********************************************************************
 JE0010  DESIGNATION -  LONE TREE AZ MK
 JE0010  PID         -  JE0010
 JE0010  STATE/COUNTY-  MO/CASS
 JE0010  USGS QUAD   -  AUSTIN (1981)
 JE0010
 JE0010                         *CURRENT SURVEY CONTROL
 JE0010  ___________________________________________________________________
 JE0010* NAD 83(1997)-  38 32 27.43636(N)    094 21 04.40589(W)     ADJUSTED  
 JE0010* NAVD 88     -       258.931  (meters)     849.51   (feet)  ADJUSTED  
 JE0010  ___________________________________________________________________
 JE0010  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JE0010  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0010  DYNAMIC HT  -         258.752 (meters)     848.92  (feet)  COMP
 JE0010  MODELED GRAV-     979,930.5   (mgal)                       NAVD 88
 JE0010
 JE0010  HORZ ORDER  -  THIRD
 JE0010  VERT ORDER  -  FIRST     CLASS II
 JE0010
 JE0010.The horizontal coordinates were established by classical geodetic methods
 JE0010.and adjusted by the National Geodetic Survey in February 2000..
 JE0010
 JE0010.The orthometric height was determined by differential leveling
 JE0010.and adjusted by the National Geodetic Survey in June 1991..
 JE0010
 JE0010.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0010
 JE0010.The geoid height was determined by GEOID03.
 JE0010
 JE0010.The dynamic height is computed by dividing the NAVD 88
 JE0010.geopotential number by the normal gravity value computed on the
 JE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0010.degrees latitude (g = 980.6199 gals.).
 JE0010
 JE0010.The modeled gravity was interpolated from observed gravity values.
 JE0010
 JE0010;                    North         East     Units Scale Factor Converg.
 JE0010;SPC MO W     -   263,503.738   862,970.043   MT  0.99994325   +0 05 33.7
 JE0010;UTM  15      - 4,266,703.101   382,240.432   MT  0.99977077   -0 50 31.2
 JE0010
 JE0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0010!SPC MO W     -   0.99996443  x   0.99994325  =   0.99990769
 JE0010!UTM  15      -   0.99996443  x   0.99977077  =   0.99973521
 JE0010
 JE0010:                Primary Azimuth Mark                     Grid Az
 JE0010:SPC MO W     -  LONE TREE 2                              182 04 48.6
 JE0010:UTM  15      -  LONE TREE 2                              183 00 53.5
 JE0010
 JE0010|---------------------------------------------------------------------|
 JE0010| PID    Reference Object                     Distance      Geod. Az  |
 JE0010|                                                           dddmmss.s |
 JE0010| JE0006 LONE TREE 2                         APPROX. 0.9 KM 1821022.3 |
 JE0010| JE0005 LONE TREE                           APPROX. 0.9 KM 1831258.7 |
 JE0010|---------------------------------------------------------------------|
 JE0010
 JE0010                          SUPERSEDED SURVEY CONTROL
 JE0010
 JE0010  NAD 83(1997)-  38 32 27.43655(N)    094 21 04.40582(W) AD(       ) 3
 JE0010  NAD 83(1986)-  38 32 27.44335(N)    094 21 04.40371(W) AD(       ) 3
 JE0010  NAD 27      -  38 32 27.39885(N)    094 21 03.58543(W) AD(       ) 3
 JE0010  NGVD 29 (??/??/92)  258.82   (m)          849.1    (f) COMPUTED    1 2
 JE0010
 JE0010.Superseded values are not recommended for survey control.
 JE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0010.See file dsdata.txt to determine how the superseded data were derived.
 JE0010
 JE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8224066703(NAD 83)
 JE0010_MARKER: DZ = AZIMUTH MARK DISK
 JE0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0010_STAMPING: LONE TREE 1948
 JE0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0010+STABILITY: SURFACE MOTION
 JE0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0010+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE0010
 JE0010  HISTORY     - Date     Condition        Report By
 JE0010  HISTORY     - 1948     MONUMENTED       CGS
 JE0010  HISTORY     - 1970     GOOD             NGS
 JE0010  HISTORY     - 20051112 GOOD             INDIV
 JE0010
 JE0010                          STATION DESCRIPTION
 JE0010
 JE0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JE0010'4.6 MI N FROM ARCHIE.
 JE0010'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0010'THE STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED
 JE0010'ROAD, THENCE 1.3 MILES NORTH ALONG U.S. HIGHWAY 71, 29 FEET EAST
 JE0010'OF THE CENTER LINE OF THE HIGHWAY, 98 FEET NORTH OF THE TRANSFORMER
 JE0010'POLE, 1 FOOT WEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS
 JE0010'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JE0010
 JE0010                          STATION RECOVERY (1970)
 JE0010
 JE0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JE0010'RECOVERED IN GOOD CONDITION.
 JE0010
 JE0010                          STATION RECOVERY (2005)
 JE0010
 JE0010'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0010'THE NORTH-SOUTH ROAD IS NOW NAMED EAST OUTER ROAD.  HIGHWAY 71 IS A
 JE0010'4-LANE HIGHWAY ABOUT 200 FEET FURTHER WEST.  THE TRANSFORMER ON THE
 JE0010'POWER POLE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0009 ***********************************************************************
 JE0009  DESIGNATION -  LONE TREE RM 1
 JE0009  PID         -  JE0009
 JE0009  STATE/COUNTY-  MO/CASS
 JE0009  USGS QUAD   -  AUSTIN (1981)
 JE0009
 JE0009                         *CURRENT SURVEY CONTROL
 JE0009  ___________________________________________________________________
 JE0009* NAD 83(1986)-  38 31 57.     (N)    094 21 06.     (W)     SCALED    
 JE0009* NAVD 88     -       261.028  (meters)     856.39   (feet)  ADJUSTED  
 JE0009  ___________________________________________________________________
 JE0009  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0009  DYNAMIC HT  -         260.847 (meters)     855.80  (feet)  COMP
 JE0009  MODELED GRAV-     979,929.6   (mgal)                       NAVD 88
 JE0009
 JE0009  VERT ORDER  -  FIRST     CLASS II
 JE0009
 JE0009.The horizontal coordinates were scaled from a topographic map and have
 JE0009.an estimated accuracy of +/- 6 seconds.
 JE0009
 JE0009.The orthometric height was determined by differential leveling
 JE0009.and adjusted by the National Geodetic Survey in June 1991..
 JE0009
 JE0009.The geoid height was determined by GEOID03.
 JE0009
 JE0009.The dynamic height is computed by dividing the NAVD 88
 JE0009.geopotential number by the normal gravity value computed on the
 JE0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0009.degrees latitude (g = 980.6199 gals.).
 JE0009
 JE0009.The modeled gravity was interpolated from observed gravity values.
 JE0009
 JE0009;                    North         East    Units  Estimated Accuracy
 JE0009;SPC MO W     -   262,570.      862,930.      MT  (+/- 180 meters Scaled)
 JE0009
 JE0009                          SUPERSEDED SURVEY CONTROL
 JE0009
 JE0009  NGVD 29 (??/??/92)  260.92   (m)          856.0    (f) COMPUTED    1 2
 JE0009
 JE0009.Superseded values are not recommended for survey control.
 JE0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0009.See file dsdata.txt to determine how the superseded data were derived.
 JE0009
 JE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC821657(NAD 83)
 JE0009_MARKER: DR = REFERENCE MARK DISK
 JE0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0009_STAMPING: LONE TREE NO 1 1948
 JE0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0009+STABILITY: SURFACE MOTION
 JE0009
 JE0009  HISTORY     - Date     Condition        Report By
 JE0009  HISTORY     - 1948     MONUMENTED       CGS
 JE0009  HISTORY     - 1963     GOOD             NGS
 JE0009  HISTORY     - 1970     GOOD             NGS
 JE0009
 JE0009                          STATION DESCRIPTION
 JE0009
 JE0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0009'4 MI N FROM ARCHIE.
 JE0009'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0009'THE STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED
 JE0009'ROAD, THENCE 0.7 MILE NORTH ALONG U.S. HIGHWAY 71, 30 FEET EAST
 JE0009'OF THE CENTER LINE OF THE HIGHWAY, 55.8 FEET EAST OF AND ACROSS
 JE0009'THE HIGHWAY FROM LONE TREE 1948, AND SET IN THE TOP OF A CONCRETE
 JE0009'POST FLUSH WITH THE GROUND.
 JE0009
 JE0009                          STATION RECOVERY (1970)
 JE0009
 JE0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JE0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0930 ***********************************************************************
 GF0930  DESIGNATION -  LONG
 GF0930  PID         -  GF0930
 GF0930  STATE/COUNTY-  MO/BARRY
 GF0930  USGS QUAD   -  PURDY (1972)
 GF0930
 GF0930                         *CURRENT SURVEY CONTROL
 GF0930  ___________________________________________________________________
 GF0930* NAD 83(1997)-  36 46 43.15442(N)    093 54 55.75373(W)     ADJUSTED  
 GF0930* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 GF0930  ___________________________________________________________________
 GF0930  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GF0930  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GF0930
 GF0930  HORZ ORDER  -  THIRD
 GF0930
 GF0930.The horizontal coordinates were established by classical geodetic methods
 GF0930.and adjusted by the National Geodetic Survey in February 2000..
 GF0930
 GF0930.The orthometric height was scaled from a topographic map.
 GF0930
 GF0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0930
 GF0930.The geoid height was determined by GEOID03.
 GF0930
 GF0930;                    North         East     Units Scale Factor Converg.
 GF0930;SPC MO W     -    68,066.236   902,176.080   MT  0.99997470   +0 20 59.9
 GF0930;UTM  15      - 4,070,708.979   418,307.055   MT  0.99968222   -0 32 53.4
 GF0930
 GF0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0930!SPC MO W     -   0.99993008  x   0.99997470  =   0.99990478
 GF0930!UTM  15      -   0.99993008  x   0.99968222  =   0.99961232
 GF0930
 GF0930:                Primary Azimuth Mark                     Grid Az
 GF0930:SPC MO W     -  LONG AZ MK                               002 21 56.8
 GF0930:UTM  15      -  LONG AZ MK                               003 15 50.1
 GF0930
 GF0930|---------------------------------------------------------------------|
 GF0930| PID    Reference Object                     Distance      Geod. Az  |
 GF0930|                                                           dddmmss.s |
 GF0930| CI2371 LONG AZ MK                                         0024256.7 |
 GF0930| CI2373 LONG RM 2                            22.386 METERS 09204     |
 GF0930| CI2372 LONG RM 1                            19.349 METERS 35913     |
 GF0930|---------------------------------------------------------------------|
 GF0930
 GF0930                          SUPERSEDED SURVEY CONTROL
 GF0930
 GF0930  NAD 83(1997)-  36 46 43.15473(N)    093 54 55.75336(W) AD(       ) 3
 GF0930  NAD 83(1997)-  36 46 43.15704(N)    093 54 55.75387(W) AD(       ) 3
 GF0930  NAD 83(1997)-  36 46 43.16528(N)    093 54 55.75606(W) AD(       ) 3
 GF0930  NAD 83(1986)-  36 46 43.16720(N)    093 54 55.75410(W) AD(       ) 3
 GF0930  NAD 27      -  36 46 42.92770(N)    093 54 55.00700(W) AD(       ) 3
 GF0930
 GF0930.Superseded values are not recommended for survey control.
 GF0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0930.See file dsdata.txt to determine how the superseded data were derived.
 GF0930
 GF0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1830770709(NAD 83)
 GF0930_MARKER: DS = TRIANGULATION STATION DISK
 GF0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0930
 GF0930  HISTORY     - Date     Condition        Report By
 GF0930  HISTORY     - 1961     MONUMENTED       CGS
 GF0930  HISTORY     - 20021001 POOR             GEOCAC
 GF0930
 GF0930                          STATION DESCRIPTION
 GF0930
 GF0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0930'STATION IS ABOUT 3.5 MILES SOUTH OF PURDY, ABOUT 3.5 MILES
 GF0930'NORTH OF BUTTERFIELD, ON ROAD RIGHT-OF-WAY AND ON THE WEST
 GF0930'SIDE OF STATE HIGHWAY 37.  IT IS IN THE SOUTHEAST 1/4 OF SECTION
 GF0930'23, T. 24 N., R. 28 W., 34 FEET WEST OF THE CENTERLINE OF
 GF0930'HIGHWAY 37, 4 FEET EAST OF A WITNESS POST AND WIRE FENCE,
 GF0930'20 FEET SOUTHWEST OF A TELEPHONE POLE AND 273 FEET SOUTH OF
 GF0930'THE SOUTHEAST CORNER OF A STUCCO CHURCH.  THE MONUMENT IS
 GF0930'FLUSH AND THE DISK IS STAMPED LONG 1961.
 GF0930'
 GF0930'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND
 GF0930'COUNTY ROAD U IN THE NORTH EDGE OF BUTTERFIELD, GO WEST AND
 GF0930'NORTH ON STATE HIGHWAY 37 FOR 2.2 MILES TO THE STATION ON THE
 GF0930'LEFT.
 GF0930'
 GF0930'REACH AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 37 FOR
 GF0930'0.65 MILE TO THE MARK ON THE RIGHT.
 GF0930'
 GF0930'REFERENCE MARK 1 IS 37 FEET WEST OF THE CENTERLINE OF HIGHWAY
 GF0930'37, 6 INCHES EAST OF A WIRE FENCE, 64 FEET NORTH OF THE WITNESS
 GF0930'POST AND 45 FEET NORTHWEST OF THE TELEPHONE POLE.  THE MONUMENT
 GF0930'PROJECTS 3 INCHES AND THE DISK IS STAMPED LONG NO 1 1961.
 GF0930'
 GF0930'REFERENCE MARK 2 IS 39 FEET EAST OF THE CENTERLINE OF HIGHWAY
 GF0930'37, 1 FOOT WEST OF A WIRE FENCE, 25 FEET NORTH OF A POWER POLE,
 GF0930'77 FEET EAST OF THE WITNESS POST AND 58 FEET SOUTH OF A FENCE
 GF0930'CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LONG
 GF0930'NO 2 1961.
 GF0930'
 GF0930'THE AZIMUTH MARK IS 38 FEET EAST OF THE CENTERLINE OF HIGHWAY 37,
 GF0930'3 FEET SOUTH OF A WITNESS POST, 2 FEET SOUTHWEST OF A POWER POLE
 GF0930'AND 58 FEET NORTH OF A FENCE CORNER.  THE MONUMENT PROJECTS 3
 GF0930'INCHES AND THE DISK IS STAMPED LONG 1961.
 GF0930'
 GF0930'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0930
 GF0930                          STATION RECOVERY (2002)
 GF0930
 GF0930'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0930'WITNESS POST BROKEN OFF,THE CAPS OF THE (STATION AND REF.1)WERE 120',
 GF0930'FEET, SOUTH OF THE MEASURED DISTANCE FROM THE CHURCH CORNER,AND
 GF0930'SEPERATED FROM THE CEMENT. I FOUND THE CAPS WITH METAL DETECTOR AND
 GF0930'HAVE THE 2 CAPS.AZIMUTH MARK RECOVERED.DID NOT RECOVER REF. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE1035 ***********************************************************************
 HE1035  DESIGNATION -  LONG
 HE1035  PID         -  HE1035
 HE1035  STATE/COUNTY-  MO/JASPER
 HE1035  USGS QUAD   -  CARL JUNCTION (1978)
 HE1035
 HE1035                         *CURRENT SURVEY CONTROL
 HE1035  ___________________________________________________________________
 HE1035* NAD 83(1997)-  37 12 53.17429(N)    094 30 18.40759(W)     ADJUSTED  
 HE1035* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 HE1035  ___________________________________________________________________
 HE1035  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 HE1035  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 HE1035
 HE1035  HORZ ORDER  -  THIRD
 HE1035
 HE1035.The horizontal coordinates were established by classical geodetic methods
 HE1035.and adjusted by the National Geodetic Survey in February 2000..
 HE1035
 HE1035.The orthometric height was scaled from a topographic map.
 HE1035
 HE1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1035
 HE1035.The geoid height was determined by GEOID03.
 HE1035
 HE1035;                    North         East     Units Scale Factor Converg.
 HE1035;SPC MO W     -   116,303.222   849,546.174   MT  0.99994118   -0 00 11.1
 HE1035;SPC KS S     -   468,427.285   754,484.192   MT  1.00001061   +2 27 17.9
 HE1035;UTM  15      - 4,119,759.015   366,454.382   MT  0.99981969   -0 54 37.6
 HE1035
 HE1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1035!SPC MO W     -   0.99995761  x   0.99994118  =   0.99989880
 HE1035!SPC KS S     -   0.99995761  x   1.00001061  =   0.99996822
 HE1035!UTM  15      -   0.99995761  x   0.99981969  =   0.99977731
 HE1035
 HE1035|---------------------------------------------------------------------|
 HE1035| PID    Reference Object                     Distance      Geod. Az  |
 HE1035|                                                           dddmmss.s |
 HE1035| CN7314 LONG RM 1                             9.235 METERS 09449     |
 HE1035| HE0940 CARTHAGE RADIO STA KDMO MAST        APPROX.19.2 KM 1032318.2 |
 HE1035| HE0949 CARTHAGE JASPER COUNTY CTHSE ANTENN APPROX.17.8 KM 1034359.0 |
 HE1035| HE0965 HERCULES POWDER CO TANK             APPROX.13.6 KM 1214946.5 |
 HE1035| CN7315 LONG RM 2                             7.876 METERS 26828     |
 HE1035| CN7313 LONG AZ MK 2                                       3382414.6 |
 HE1035| CN7312 LONG AZ MK                                         3392134.0 |
 HE1035|---------------------------------------------------------------------|
 HE1035
 HE1035                          SUPERSEDED SURVEY CONTROL
 HE1035
 HE1035  NAD 83(1997)-  37 12 53.17422(N)    094 30 18.40752(W) AD(       ) 3
 HE1035  NAD 83(1997)-  37 12 53.18093(N)    094 30 18.40885(W) AD(       ) 3
 HE1035  NAD 83(1986)-  37 12 53.18931(N)    094 30 18.40319(W) AD(       ) 3
 HE1035  NAD 27      -  37 12 52.98880(N)    094 30 17.58040(W) AD(       ) 3
 HE1035
 HE1035.Superseded values are not recommended for survey control.
 HE1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1035.See file dsdata.txt to determine how the superseded data were derived.
 HE1035
 HE1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6645419759(NAD 83)
 HE1035_MARKER: DS = TRIANGULATION STATION DISK
 HE1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE1035+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 HE1035
 HE1035  HISTORY     - Date     Condition        Report By
 HE1035  HISTORY     - 1960     MONUMENTED       CGS
 HE1035  HISTORY     - 1960     SEE DESCRIPTION  CGS
 HE1035  HISTORY     - 1971     GOOD             NGS
 HE1035  HISTORY     - 20060614 GOOD             MODNR
 HE1035
 HE1035                          STATION DESCRIPTION
 HE1035
 HE1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE1035'THE STATION IS APPROXIMATELY 4-1/2 MILES SOUTHWEST OF PURCELL,
 HE1035'2-1/4 MILES NORTHWEST OF ORONOGO, IN THE SOUTHWEST QUARTER OF
 HE1035'SECTION 23, T 29 N, R 33 W, AND ON THE ROAD RIGHT-OF-WAY.
 HE1035'
 HE1035'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HE1035'96 AND 43. APPROXIMATELY 2-1/4 MILES NORTHWEST OF ORONOGO, GO NORTH
 HE1035'ON HIGHWAY 43 FOR 1.05 MILES TO A CROSSROAD.  (CONTINUE
 HE1035'NORTH ON HIGHWAY 43 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 HE1035'LEFT AS DESCRIBED.) TURN RIGHT, EAST, ON A GRAVEL ROAD FOR 0.2
 HE1035'MILE TO THE STATION ON THE RIGHT.
 HE1035'
 HE1035'STATION MARKS ARE STANDARD DISKS STAMPED LONG 1960.  THE
 HE1035'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HE1035'OF THE GROUND.  IT IS 28 FEET SOUTH OF THE CENTER OF A
 HE1035'GRAVEL ROAD, 4 FEET EAST OF A METAL WITNESS POST AND
 HE1035'2 FEET NORTH OF A FENCE, THE UNDERGROUND DISK IS SET IN
 HE1035'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE
 HE1035'OF THE GROUND.
 HE1035'
 HE1035'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LONG NO 1
 HE1035'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HE1035'OF THE GROUND.  IT IS 29 FEET SOUTH OF THE CENTER OF THE
 HE1035'GRAVEL ROAD AND 1 FOOT NORTH OF THE WIRE FENCE.
 HE1035'
 HE1035'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LONG NO 2
 HE1035'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HE1035'OF THE GROUND.  IT IS 30 FEET SOUTH OFTHE CENTER OF THE GRAVEL
 HE1035'ROAD AND 1 FOOT NORTH OF THE WIRE FENCE.
 HE1035'
 HE1035'AZIMUTH MARK, A STANDARD DISK STAMPED LONG 1960, IS SET IN
 HE1035'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 62 FEET
 HE1035'WEST OF THE CENTER OF HIGHWAY 43, 51 FEET SOUTHWEST OF THE SOUTH
 HE1035'END OF A CULVERT, 39 FEET NORTH OF A POWER POLE AND 2 FEET
 HE1035'NORTH OF A METAL WITNESS POST.
 HE1035'
 HE1035'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HE1035
 HE1035                          STATION RECOVERY (1960)
 HE1035
 HE1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 HE1035'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 HE1035'AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED, AND ALL WERE
 HE1035'FOUND TO BE IN GOOD SHAPE.
 HE1035'
 HE1035'THE STATION IS A STANDARD DISK STAMPED LONG 1960.
 HE1035
 HE1035                          STATION RECOVERY (1971)
 HE1035
 HE1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HE1035'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 HE1035'2, AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS
 HE1035'WERE IN GOOD CONDITION.  DUE TO ROAD CONSTRUCTION ON STATE
 HE1035'HIGHWAY 43, THE AZIMUTH MARK WAS RESET AT THE REQUEST OF
 HE1035'THE MISSOURI STATE HIGHWAY DEPARTMENT.  THE DISTANCE TO
 HE1035'REFERENCE MARK NO. 1 CHECKED BUT THE DIRECTION FAILED TO CHECK
 HE1035'BY 2 MINUTES 11 SECONDS.  THE DISTANCE TO REFERENCE MARK
 HE1035'NO. 2 CHECKED BUT THE DIRECTION FAILED TO CHECK BY 1 MINUTE
 HE1035'49 SECONDS.
 HE1035'
 HE1035'THE OLD DESCRIPTION WILL BE ADEQUATE FOR RECOVERY WITH THE
 HE1035'FOLLOWING ADDITIONS.
 HE1035'
 HE1035'AZIMUTH MARK, A STANDARD DISK STAMPED LONG 1960 1971, IS
 HE1035'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1
 HE1035'INCH.  IT IS 74 FEET WEST OF THE CENTER OF STATE HIGHWAY
 HE1035'43, 41 FEET NORTH OF AN EAST-WEST FENCE, 1 FOOT SOUTH OF A
 HE1035'METAL WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 HE1035'
 HE1035'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 HE1035'A GRAVELED ROAD FOR 0.2 MILE TO STATE HIGHWAY 43.  TURN
 HE1035'RIGHT AND GO NORTH ON STATE HIGHWAY 43 TO THE AZIMUTH MARK
 HE1035'ON THE LEFT.
 HE1035'
 HE1035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT
 HE1035'2.25 MILES NORTHWEST OF ORONGO.
 HE1035
 HE1035                          STATION RECOVERY (2006)
 HE1035
 HE1035'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE1035'STATION WAS RECOVERED IN GOOD SHAPE. RMS AND THE AZIMUTH MARK WERE NOT
 HE1035'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1281 ***********************************************************************
 KE1281  DESIGNATION -  LONG
 KE1281  PID         -  KE1281
 KE1281  STATE/COUNTY-  MO/DAVIESS
 KE1281  USGS QUAD   -  ALTAMONT (1984)
 KE1281
 KE1281                         *CURRENT SURVEY CONTROL
 KE1281  ___________________________________________________________________
 KE1281* NAD 83(1997)-  39 56 41.67155(N)    094 07 00.45628(W)     ADJUSTED  
 KE1281* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 KE1281  ___________________________________________________________________
 KE1281  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KE1281  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1281
 KE1281  HORZ ORDER  -  FIRST
 KE1281
 KE1281.The horizontal coordinates were established by classical geodetic methods
 KE1281.and adjusted by the National Geodetic Survey in February 2000..
 KE1281
 KE1281.The orthometric height was scaled from a topographic map.
 KE1281
 KE1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1281
 KE1281.The geoid height was determined by GEOID03.
 KE1281
 KE1281;                    North         East     Units Scale Factor Converg.
 KE1281;SPC MO W     -   419,421.573   882,747.888   MT  0.99995437   +0 14 45.7
 KE1281;UTM  15      - 4,422,239.693   404,593.210   MT  0.99971206   -0 43 01.5
 KE1281
 KE1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1281!SPC MO W     -   0.99995614  x   0.99995437  =   0.99991051
 KE1281!UTM  15      -   0.99995614  x   0.99971206  =   0.99966821
 KE1281
 KE1281|---------------------------------------------------------------------|
 KE1281| PID    Reference Object                     Distance      Geod. Az  |
 KE1281|                                                           dddmmss.s |
 KE1281| CL7348 LONG RM 1                            41.468 METERS 03757     |
 KE1281| KD1313 GALLATIN MUNICIPAL TANK             APPROX.13.7 KM 1043034.3 |
 KE1281| CL7347 LONG AZ MK                                         1673607.0 |
 KE1281| CL7350 LONG 2 AZ MK                                       2152737.5 |
 KE1281| KE1280 LONG 2                              110.913 METERS 31357     |
 KE1281| CL7349 LONG RM 2                            21.217 METERS 31634     |
 KE1281|---------------------------------------------------------------------|
 KE1281
 KE1281                          SUPERSEDED SURVEY CONTROL
 KE1281
 KE1281  NAD 83(1997)-  39 56 41.67186(N)    094 07 00.45746(W) AD(       ) 1
 KE1281  NAD 83(1997)-  39 56 41.67302(N)    094 07 00.45835(W) AD(       ) 1
 KE1281  NAD 83(1986)-  39 56 41.67402(N)    094 07 00.45580(W) AD(       ) 1
 KE1281  NAD 27      -  39 56 41.65790(N)    094 06 59.64690(W) AD(       ) 1
 KE1281
 KE1281.Superseded values are not recommended for survey control.
 KE1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1281.See file dsdata.txt to determine how the superseded data were derived.
 KE1281
 KE1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE0459322240(NAD 83)
 KE1281_MARKER: DS = TRIANGULATION STATION DISK
 KE1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1281
 KE1281  HISTORY     - Date     Condition        Report By
 KE1281  HISTORY     - 1948     MONUMENTED       CGS
 KE1281  HISTORY     - 1965     GOOD             CGS
 KE1281  HISTORY     - 1967     GOOD             CGS
 KE1281
 KE1281                          STATION DESCRIPTION
 KE1281
 KE1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1281'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH-SOUTHEAST OF
 KE1281'PATTONSBURG, 0.05 MILE WEST OF THE CENTER OF U.S. HIGHWAY 69, 150
 KE1281'FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 35 FEET WEST OF THE
 KE1281'SOUTHWEST CORNER OF A CHICKEN HOUSE, AND 33 FEET NORTHEAST OF
 KE1281'A FENCE CORNER.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 KE1281'LONG 1948.
 KE1281'
 KE1281'REFERENCE MARK NO. 1 IS 16 FEET WEST OF THE NORTHWEST CORNER OF A
 KE1281'FARM BUILDING AND 12 FEET WEST-NORTHWEST OF A WELL PUMP.  IT
 KE1281'IS SET FLUSH WITH THE GROUND AND IS STAMPED LONG NO 1 1948.
 KE1281'
 KE1281'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF A FENCE CORNER AND 1.0
 KE1281'FOOT EAST OF A WOVEN WIRE FENCE.  IT IS SET FLUSH WITH THE GROUND
 KE1281'AND IS STAMPED LONG NO 2 1948.
 KE1281'
 KE1281'AZIMUTH MARK IS 39 FEET EAST OF THE CENTER OF U.S. HIGHWAY 69,
 KE1281'17 FEET NORTH OF THE CENTER OF A DRIVEWAY, 2.5 FEET NORTH-NORTHWEST
 KE1281'OF A FENCE CORNER.  2.0 FEET NORTH OF A WITNESS POST, AND 1.0
 KE1281'FOOT WEST OF A FENCE.  IT PROJECTS 7 INCHES AND IS STAMPED
 KE1281'LONG 1948.
 KE1281'
 KE1281'TO REACH THE STATION FROM THE SKELLY SERVICE STATION AND BUS
 KE1281'DEPOT, 0.2 MILE EAST OF THE TOWN OF PATTONSBURG, GO SOUTH ON
 KE1281'U.S. HIGHWAY 69 FOR 7.1 MILES TO A CROSSROAD, JUST BEFORE REACHING
 KE1281'A LARGE FARMHOUSE ON THE RIGHT, TURN RIGHT AND GO WEST FOR 0.05
 KE1281'MILE TO A BOARD GATE ON THE LEFT, TURN LEFT THROUGH GATE AND
 KE1281'GO SOUTH FOR 0.05 MILE TO THE SOUTH EDGE OF THE BARNYARD AND THE
 KE1281'STATION AS DESCRIBED.
 KE1281'
 KE1281'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.05
 KE1281'MILE, TURN RIGHT AND GO EAST FOR 0.05 MILE, TURN RIGHT AND GO
 KE1281'SOUTH ON U.S. HIGHWAY 69 FOR 0.3 MILE TO THE MARK ON THE LEFT AS
 KE1281'DESCRIBED.
 KE1281'
 KE1281'AN 87 FOOT SIGNAL AT PHELPS IS VISIBLE AT 10 FEET.
 KE1281'
 KE1281'A 4 FOOT SIGNAL AT TOP IS VISIBLE AT 10 FEET.
 KE1281'
 KE1281'AN 87 FOOT SIGNAL AT MC FALL IS VISIBLE AT 10 FEET.
 KE1281'
 KE1281'AN 87 FOOT SIGNAL AT PATTON IS VISIBLE AT 37 FEET.
 KE1281'
 KE1281'AN 87 FOOT SIGNAL AT CHAPMAN IS VISIBLE AT 50 FEET.
 KE1281'
 KE1281'AN 87 FOOT SIGNAL AT LIERLEY IS VISIBLE AT 37 FEET.
 KE1281'
 KE1281'A 74 FOOT SIGNAL AT MUDDY IS VISIBLE AT 37 FEET.
 KE1281'
 KE1281'A 74 FOOT SIGNAL AT JAMESON IS VISIBLE AT 37 FEET.
 KE1281'
 KE1281'AN 87 FOOT SIGNAL AT JAMESPORT IS VISIBLE AT 37 FEET.
 KE1281'
 KE1281'AN 87 FOOT SIGNAL AT GALLATIN IS VISIBLE AT 37 FEET.
 KE1281'
 KE1281'A 100 FOOT SIGNAL AT KIDDER IS VISIBLE AT 10 FEET.
 KE1281'
 KE1281'A 74 FOOT SIGNAL AT WINSTON IS VISIBLE AT 37 FEET.
 KE1281'
 KE1281'AN 87 FOOT SIGNAL AT OWEN IS VISIBLE AT 4 FEET.
 KE1281'
 KE1281'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KE1281
 KE1281                          STATION RECOVERY (1965)
 KE1281
 KE1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RLE)
 KE1281'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 KE1281'SURVEY STAKES WERE FOUND NEAR THE STATION AND IT IS POSSIBLE THAT
 KE1281'THE STATION WILL BE IN THE WAY OF CONSTRUCTION OF INTERSTATE 35.
 KE1281'
 KE1281'A METAL WITNESS POST WAS SET ABOUT 2 FEET NORTHEAST OF THE
 KE1281'AZIMUTH MARK.
 KE1281'
 KE1281'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 KE1281'FOR RECOVERY.
 KE1281
 KE1281                          STATION RECOVERY (1967)
 KE1281
 KE1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KE1281'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 KE1281'EXCEPT R.M. NO. 2 WHICH HAD BEEN DISTURBED.  ALL MARKS WERE IN THE
 KE1281'WAY OF CONSTRUCTION OF INTERSTATE 35 SO A NEW STATION WAS
 KE1281'ESTABLISHED TO THE NORTHWEST.  FOR DETAILS SEE DESCRIPTION FOR
 KE1281'LONG 2.
 KE1281'
 KE1281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.5 MILES
 KE1281'SOUTH-SOUTHEAST PATTONSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1280 ***********************************************************************
 KE1280  DESIGNATION -  LONG 2
 KE1280  PID         -  KE1280
 KE1280  STATE/COUNTY-  MO/DAVIESS
 KE1280  USGS QUAD   -  ALTAMONT (1984)
 KE1280
 KE1280                         *CURRENT SURVEY CONTROL
 KE1280  ___________________________________________________________________
 KE1280* NAD 83(1997)-  39 56 44.16713(N)    094 07 03.82023(W)     ADJUSTED  
 KE1280* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 KE1280  ___________________________________________________________________
 KE1280  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 KE1280  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1280
 KE1280  HORZ ORDER  -  THIRD
 KE1280
 KE1280.The horizontal coordinates were established by classical geodetic methods
 KE1280.and adjusted by the National Geodetic Survey in February 2000..
 KE1280.No horizontal observational check was made to the station.
 KE1280
 KE1280.The orthometric height was scaled from a topographic map.
 KE1280
 KE1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1280
 KE1280.The geoid height was determined by GEOID03.
 KE1280
 KE1280;                    North         East     Units Scale Factor Converg.
 KE1280;SPC MO W     -   419,498.197   882,667.704   MT  0.99995431   +0 14 43.6
 KE1280;UTM  15      - 4,422,317.635   404,514.345   MT  0.99971224   -0 43 03.7
 KE1280
 KE1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1280!SPC MO W     -   0.99995614  x   0.99995431  =   0.99991045
 KE1280!UTM  15      -   0.99995614  x   0.99971224  =   0.99966839
 KE1280
 KE1280|---------------------------------------------------------------------|
 KE1280| PID    Reference Object                     Distance      Geod. Az  |
 KE1280|                                                           dddmmss.s |
 KE1280| CL7352 LONG 2 RM 4                          14.249 METERS 03437     |
 KE1280| KD1313 GALLATIN MUNICIPAL TANK             APPROX.13.8 KM 1044407.8 |
 KE1280| KE1281 LONG                                110.913 METERS 13357     |
 KE1280| CL7347 LONG AZ MK                                         1605435.7 |
 KE1280| CL7350 LONG 2 AZ MK                                       2011847.9 |
 KE1280| CL7351 LONG 2 RM 3                          24.365 METERS 21307     |
 KE1280|---------------------------------------------------------------------|
 KE1280
 KE1280                          SUPERSEDED SURVEY CONTROL
 KE1280
 KE1280  NAD 83(1997)-  39 56 44.16744(N)    094 07 03.82141(W) AD(       ) 3
 KE1280  NAD 83(1997)-  39 56 44.16860(N)    094 07 03.82230(W) AD(       ) 3
 KE1280  NAD 83(1986)-  39 56 44.16960(N)    094 07 03.81974(W) AD(       ) 3
 KE1280  NAD 27      -  39 56 44.15361(N)    094 07 03.01057(W) AD(       ) 3
 KE1280
 KE1280.Superseded values are not recommended for survey control.
 KE1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1280.See file dsdata.txt to determine how the superseded data were derived.
 KE1280
 KE1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE0451422318(NAD 83)
 KE1280_MARKER: DS = TRIANGULATION STATION DISK
 KE1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1280_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1280
 KE1280  HISTORY     - Date     Condition        Report By
 KE1280  HISTORY     - 1967     MONUMENTED       CGS
 KE1280
 KE1280                          STATION DESCRIPTION
 KE1280
 KE1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KE1280'THE STATION IS ABOUT 7.5 MILES SOUTH-SOUTHEAST OF PATTONSBURG
 KE1280'AND IS ON THE NORTHWEST RIGHT OF WAY OF INTERSTATE 35.
 KE1280'
 KE1280'TO REACH THE STATION FROM PATTONSBURG, FROM THE MAIN INTERSECTION
 KE1280'ON U.S. 69 AT THE EAST EDGE OF TOWN, GO SOUTH ON U.S. 69 FOR
 KE1280'7.1 MILES TO AN INTERCHANGE ON INTERSTATE 35 AND STATION ON
 KE1280'THE NORTHWEST RIGHT OF WAY.  THE STATION IS ALSO 1.0 MILE NORTH OF
 KE1280'THE INTERSECTION OF U.S. 69 AND COUNTY ROUTE KK.
 KE1280'
 KE1280'THE STATION MARK IS ON THE NORTHWEST RIGHT OF WAY OF THE
 KE1280'INTERSTATE, 35 FEET SOUTH OF THE EXTENDED CENTERLINE OF A
 KE1280'SECTION-LINE ROAD, 3 FEET SOUTHWEST OF A METAL WITNESS POST AND 3
 KE1280'FEET SOUTHEAST OF A FENCE.  MARK PROJECTS ABOUT 1 INCH AND DISK
 KE1280'IS STAMPED LONG 2 1967.
 KE1280'
 KE1280'R.M. NO. 3 IS ON THE NORTHWEST RIGHT OF WAY OF THE INTERSTATE,
 KE1280'24.5 FEET NORTH OF THE EXTENDED CENTERLINE OF AN EAST-WEST
 KE1280'SECTION-LINE ROAD, 7 FEET SOUTHWEST OF A JOG IN THE RIGHT OF WAY
 KE1280'LINE AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST.  THE MARK
 KE1280'IS FLUSH AND THE DISK IS STAMPED LONG 2 NO 3 1967.
 KE1280'
 KE1280'R.M. NO. 4 IS SOUTHWEST OF THE STATION AND IS 1 FOOT SOUTHEAST
 KE1280'OF THE RIGHT OF WAY FENCE.  THE MARK IS FLUSH WITH THE GROUND
 KE1280'AND THE DISK IS STAMPED LONG 2 NO 4 1967.
 KE1280'
 KE1280'THE AZIMUTH MARK IS ON THE SOUTHEAST RIGHT OF WAY OF THE
 KE1280'INTERSTATE 1.5 FEET NORTHEAST OF A METAL WITNESS POST AND
 KE1280'1 FOOT NORTHWEST OF THE RIGHT OF WAY FENCE.  THE MARK PROJECTS
 KE1280'3 INCHES AND THE DISK IS STAMPED LONG 2 1967.
 KE1280'
 KE1280'LONG TO LONG 2 = -3.436 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1047 ***********************************************************************
 KD1047  DESIGNATION -  LONG RESET
 KD1047  PID         -  KD1047
 KD1047  STATE/COUNTY-  MO/AUDRAIN
 KD1047  USGS QUAD   -  TULIP (1958)
 KD1047
 KD1047                         *CURRENT SURVEY CONTROL
 KD1047  ___________________________________________________________________
 KD1047* NAD 83(1997)-  39 16 59.96188(N)    092 13 29.17062(W)     ADJUSTED  
 KD1047* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 KD1047  ___________________________________________________________________
 KD1047  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 KD1047  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KD1047
 KD1047  HORZ ORDER  -  THIRD
 KD1047
 KD1047.The horizontal coordinates were established by classical geodetic methods
 KD1047.and adjusted by the National Geodetic Survey in February 2000..
 KD1047
 KD1047.The orthometric height was scaled from a topographic map.
 KD1047
 KD1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1047
 KD1047.The geoid height was determined by GEOID03.
 KD1047
 KD1047;                    North         East     Units Scale Factor Converg.
 KD1047;SPC MO C     -   382,918.784   523,745.277   MT  0.99994027   +0 10 27.4
 KD1047;UTM  15      - 4,348,504.378   566,860.431   MT  0.99965504   +0 29 27.1
 KD1047
 KD1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1047!SPC MO C     -   0.99996430  x   0.99994027  =   0.99990457
 KD1047!UTM  15      -   0.99996430  x   0.99965504  =   0.99961935
 KD1047
 KD1047|---------------------------------------------------------------------|
 KD1047| PID    Reference Object                     Distance      Geod. Az  |
 KD1047|                                                           dddmmss.s |
 KD1047| CL9790 LONG RM 1                            32.785 METERS 13511     |
 KD1047| KD1056 CENTRALIA MUNICIPAL TANK            APPROX.10.9 KM 1352931.2 |
 KD1047| KD1058 STURGEON                            APPROX.10.4 KM 2124358.4 |
 KD1047| CL9791 LONG RM 2                            35.012 METERS 22817     |
 KD1047| CL9792 LONG RM 3                            45.119 METERS 23909     |
 KD1047| CL9789 LONG AZ MK                                         2980228.3 |
 KD1047|---------------------------------------------------------------------|
 KD1047
 KD1047                          SUPERSEDED SURVEY CONTROL
 KD1047
 KD1047  NAD 83(1997)-  39 16 59.96917(N)    092 13 29.17621(W) AD(       ) 3
 KD1047  NAD 83(1986)-  39 16 59.97026(N)    092 13 29.17701(W) AD(       ) 3
 KD1047  NAD 27      -  39 16 59.82330(N)    092 13 28.54920(W) AD(       ) 3
 KD1047
 KD1047.Superseded values are not recommended for survey control.
 KD1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1047.See file dsdata.txt to determine how the superseded data were derived.
 KD1047
 KD1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD6686048504(NAD 83)
 KD1047_MARKER: DS = TRIANGULATION STATION DISK
 KD1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1047
 KD1047  HISTORY     - Date     Condition        Report By
 KD1047  HISTORY     - 1949     MONUMENTED       CGS
 KD1047  HISTORY     - 1958     MARK NOT FOUND   USGS
 KD1047  HISTORY     - 1962     POOR             CGS
 KD1047  HISTORY     - 1967     GOOD             CGS
 KD1047  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1047
 KD1047                          STATION DESCRIPTION
 KD1047
 KD1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1047'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHWEST OF CENTRALIA,
 KD1047'1.5 MILE WEST OF LONG BRANCH CREEK, ON LAND OWNED BY MR.
 KD1047'JOHN SCHINDLER.  IT IS 60 FEET NORTHEAST OF A POWERLINE POLE,
 KD1047'59 FEET NORTH OF THE CENTERLINE OF THE ROAD, 47 FEET EAST
 KD1047'OF A NORTH AND SOUTH FENCE, 14.5 FEET SOUTH OF AN EAST AND
 KD1047'WEST FENCE AND 14 FEET SOUTH OF A WITNESS POST.  THE MARK
 KD1047'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KD1047'LONG 1949.
 KD1047'
 KD1047'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 20 FEET
 KD1047'SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF THE FENCE.
 KD1047'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 KD1047'IS STAMPED LONG NO 1 1949.
 KD1047'
 KD1047'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, ON A PLANE
 KD1047'WITH THE EAST END OF A BARN, 21 FEET SOUTH OF THE CENTERLINE
 KD1047'OF THE ROAD AND 1 FOOT NORTH OF THE FENCE.  THE MARK IS FLUSH
 KD1047'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED LONG
 KD1047'NO 2 1949.
 KD1047'
 KD1047'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION,
 KD1047'29 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF
 KD1047'A WITNESS POST AND 1.5 FEET EAST OF THE FENCE.  THE MARK PROJECTS
 KD1047'4 INCHES AND THE DISK IS STAMPED LONG 1949.
 KD1047'
 KD1047'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 124 AND 22 IN
 KD1047'THE NORTH EDGE OF CENTRALIA, GO WEST ON STATE HIGHWAY 22
 KD1047'6.6 MILES, TURN RIGHT (NORTH) ON COUNTY ROUTE H FOR 2.7 MILES
 KD1047'TO A T ROAD RIGHT (AZIMUTH MARK IS 0.15 MILE NORTH OF THIS
 KD1047'POINT), TURN RIGHT 0.25 MILE TO THE STATION ON THE LEFT JUST
 KD1047'BEFORE REACHING MR. SCHINDLERS HOUSE.
 KD1047'
 KD1047'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1047
 KD1047                          STATION RECOVERY (1958)
 KD1047
 KD1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KD1047'STATION DESTROYED.  TOP HALF OF TRI-STATION BROKEN OFF ITS BASE
 KD1047'AND FOUND IN NEARBY FENCE LINE.
 KD1047'
 KD1047'REFERENCE MARK 1 WAS NOT FOUND.
 KD1047'
 KD1047'REFERENCE MARK 2 AND THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 KD1047
 KD1047                          STATION RECOVERY (1962)
 KD1047
 KD1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KD1047'NOTE- THE LINE OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED
 KD1047'BY A CORNFIELD AND THE AZIMUTH MARK WAS TILTED SLIGHTLY AS IT HAD
 KD1047'BEEN HIT BY SOME KIND OF MACHINERY, BUT THE MANAGER OF A-C
 KD1047'FARMS INFORMED THE WRITER THAT TWO OLD CORN CRIBS WHICH
 KD1047'ARE ABOUT 100 YARD SOUTHEAST OF THE STATION WILL BE TORN DOWN
 KD1047'AND THIS ACTION WILL MAKE THE CENTRALIA, MUNI., WATER TANK
 KD1047'VISIBLE FROM THIS STATION.
 KD1047'
 KD1047'STATION WAS RECOVERED AS DESCRIBED, EXCEPT THE SURFACE STATION
 KD1047'MARK HAD BEEN DISPLACED AND THERE HAS BEEN SEVERAL CHANGES IN
 KD1047'THE AREA OF THE STATION.  BOTH REFERENCE MARKS WERE RECOVERED IN
 KD1047'GOOD CONDITION AND THE UNDERGROUND STATION MARK WAS RECOVERED.
 KD1047'THE SURFACE STATION MARK WAS RE-ESTABLISHED AND IS ABOUT 6
 KD1047'INCHES BELOW THE SURFACE OF THE GROUND ALONG THE EDGE OF A
 KD1047'DRIVEWAY TO A NEW HOUSE.  A COMPLETE DESCRIPTION FOLLOWS.
 KD1047'
 KD1047'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF CENTRALIA AND
 KD1047'ABOUT 1 AND 1/2 MILES WEST OF LONG BRANCH CREEK ON LAND OWNED
 KD1047'BY A-C FARMS WHICH IS MANAGED BY P.L. SMITH, 158 FEET
 KD1047'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD HOUSE, 83
 KD1047'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE NEW HOUSE, 54.5
 KD1047'FEET SOUTH OF THE SOUTHEAST CORNER OF A GARAGE ATTACHED TO
 KD1047'THE NEW HOUSE AND ON TANGENT WITH THE EAST SIDE OF THE GARAGE,
 KD1047'77 FEET NORTH OF AN EAST-WEST FENCE, 57 FEET NORTH OF THE CENTER
 KD1047'OF ENTRANCE ROAD TO FARM, 35 FEET NORTHWEST OF A POWER POLE,
 KD1047'AND 7 FEET EAST OF THE CENTER OF DRIVEWAY.  THE MARK IS 6
 KD1047'INCHES BELOW THE SURFACE OF THE GROUND ALONG THE EAST EDGE OF THE
 KD1047'DRIVEWAY AND THE DISK IS STAMPED LONG 1949.
 KD1047'
 KD1047'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KD1047'22 AND 124 AT THE NORTH SIDE OF CENTRALIA, GO WEST-NORTHWEST
 KD1047'ON STATE HIGHWAY 22 FOR 5.3 MILES TO THE JUNCTION OF STATE
 KD1047'HIGHWAY 151 GOING NORTH.  (THIS JUNCTION IS ABOUT 100 YARDS
 KD1047'EAST OF A RAILROAD OVERPASS.) TURN RIGHT AND GO NORTH ON
 KD1047'STATE HIGHWAY 151 FOR 2.7 MILES TO A T-ROAD RIGHT.  TURN RIGHT
 KD1047'AND GO EAST ON AN ENTRANCE ROAD TO A-C FARMS FOR 0.25 MILE
 KD1047'TO A NEW HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 KD1047'
 KD1047'REFERENCE MARK NO. 1 IS 151 FEET SOUTHEAST OF THE SOUTHEAST OF
 KD1047'GARAGE ATTACHED TO NEW HOUSE, 143 FEET SOUTHWEST OF THE SOUTHWEST
 KD1047'CORNER OF OLD HOUSE, 72 FEET SOUTHEAST OF A POWER POLE WITH
 KD1047'TRANSFORMER, 21 FEET SOUTH OF THE CENTER OF ROAD, AND 1 FOOT
 KD1047'NORTH OF FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 KD1047'GROUND AND THE DISK IS STAMPED LONG NO 1 1949.
 KD1047'
 KD1047'REFERENCE MARK NO. 2 IS 131 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 KD1047'CORNER OF NEW HOUSE, 64 FEET EAST OF FENCE CORNER AND EAST
 KD1047'GATE POST, 43 FEET EAST OF A TELEPHONE POLE, 20 FEET SOUTH
 KD1047'OF THE CENTER OF ROAD, AND 1 FOOT NORTH OF FENCE.  THE MARK
 KD1047'PROJECTS 1 INCH AND THE DISK IS STAMPED LONG NO 2 1949.
 KD1047'
 KD1047'AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF THE STATION, 59
 KD1047'FEET WEST OF A POWER POLE, 29 FEET WEST OF THE CENTER OF
 KD1047'STATE HIGHWAY 151, 28 FEET SOUTH OF TELEPHONE POLE 186 E 44,
 KD1047'AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST.  THE MARK
 KD1047'PROJECTS 6 INCHES AND THE DISK IS STAMPED LONG 1949.
 KD1047'
 KD1047'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON ENTRANCE
 KD1047'ROAD FOR 0.25 MILE TO STATE HIGHWAY 151.  TURN RIGHT AND GO
 KD1047'NORTH ON STATE HIGHWAY 151 FOR 0.15 MILE TO THE AZIMUTH MARK ON
 KD1047'THE LEFT.
 KD1047'
 KD1047'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1047
 KD1047                          STATION RECOVERY (1967)
 KD1047
 KD1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1047'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 KD1047'WERE RECOVERED AS DESCRIBED IN THE 1962 DESCRIPTION.  REFERENCE
 KD1047'MARK NO. 2 WAS FOUND DESTROYED.  THE CENTRALIA, MUNICIPAL
 KD1047'WATER TANK WAS NOT VISIBLE AT THE STATION SITE SO THE AZIMUTH
 KD1047'MARK WHICH IS TILTED SLIGHTLY COULD NOT BE CHECKED.
 KD1047'
 KD1047'THE 1962 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KD1047'
 KD1047'REFERENCE MARK NO. 3 WAS SET, FOLLOWING IS A DESCRIPTION FOR
 KD1047'THE MARK.
 KD1047'
 KD1047'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LONG 1949 NO. 3
 KD1047'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 KD1047'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 24 FEET EAST OF
 KD1047'THE CENTER OF A FIELD APPROACH, 20 FEET SOUTH OF THE CENTER OF
 KD1047'A FARM ROAD, AND 1 FOOT EAST OF A TELEPHONE POLE.
 KD1047'
 KD1047'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MILES
 KD1047'NORTHWEST OF CENTRALIA.
 KD1047
 KD1047                          STATION RECOVERY (1990)
 KD1047
 KD1047'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1766 ***********************************************************************
 HB1766  DESIGNATION -  LONGTOWN LUTH CHURCH SPIRE
 HB1766  PID         -  HB1766
 HB1766  STATE/COUNTY-  MO/PERRY
 HB1766  USGS QUAD   -  PERRYVILLE EAST (1980)
 HB1766
 HB1766                         *CURRENT SURVEY CONTROL
 HB1766  ___________________________________________________________________
 HB1766* NAD 83(1997)-  37 40 21.90884(N)    089 46 33.99928(W)     ADJUSTED  
 HB1766* NAVD 88     -                                                        
 HB1766  ___________________________________________________________________
 HB1766  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 HB1766  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HB1766
 HB1766  HORZ ORDER  -  THIRD
 HB1766
 HB1766.The horizontal coordinates were established by classical geodetic methods
 HB1766.and adjusted by the National Geodetic Survey in February 2000..
 HB1766
 HB1766
 HB1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1766
 HB1766.The geoid height was determined by GEOID03.
 HB1766
 HB1766;                    North         East     Units Scale Factor Converg.
 HB1766;SPC MO E     -   204,358.885   313,858.633   MT  0.99998354   +0 26 32.7
 HB1766;SPC IL W     -   111,721.437   734,453.389   MT  0.99995579   +0 14 19.3
 HB1766;SPC IL W     -   366,539.41  2,409,619.16   sFT  0.99995579   +0 14 19.3
 HB1766;UTM  16      - 4,173,133.886   255,161.313   MT  1.00033843   -1 41 50.9
 HB1766
 HB1766                          SUPERSEDED SURVEY CONTROL
 HB1766
 HB1766  NAD 83(1997)-  37 40 21.90864(N)    089 46 34.00019(W) AD(       ) 4
 HB1766  NAD 83(1986)-  37 40 21.91969(N)    089 46 33.99813(W) AD(       ) 4
 HB1766  NAD 27      -  37 40 21.72700(N)    089 46 33.60600(W) AD(       ) 3
 HB1766
 HB1766.Superseded values are not recommended for survey control.
 HB1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1766.See file dsdata.txt to determine how the superseded data were derived.
 HB1766
 HB1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG5516173134(NAD 83)
 HB1766_MARKER: 90 = CHURCH SPIRE
 HB1766
 HB1766  HISTORY     - Date     Condition        Report By
 HB1766  HISTORY     - 1931     FIRST OBSERVED   CGS
 HB1766
 HB1766                          STATION DESCRIPTION
 HB1766
 HB1766'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0550 ***********************************************************************
 GG0550  DESIGNATION -  LONGVIEW
 GG0550  PID         -  GG0550
 GG0550  STATE/COUNTY-  MO/MCDONALD
 GG0550  USGS QUAD   -  BETHPAGE (1982)
 GG0550
 GG0550                         *CURRENT SURVEY CONTROL
 GG0550  ___________________________________________________________________
 GG0550* NAD 83(1997)-  36 43 24.50478(N)    094 12 18.31986(W)     ADJUSTED  
 GG0550* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 GG0550  ___________________________________________________________________
 GG0550  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 GG0550  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GG0550
 GG0550  HORZ ORDER  -  SECOND
 GG0550
 GG0550.The horizontal coordinates were established by classical geodetic methods
 GG0550.and adjusted by the National Geodetic Survey in February 2000..
 GG0550
 GG0550.The orthometric height was scaled from a topographic map.
 GG0550
 GG0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0550
 GG0550.The geoid height was determined by GEOID03.
 GG0550
 GG0550;                    North         East     Units Scale Factor Converg.
 GG0550;SPC MO W     -    61,824.248   876,343.773   MT  0.99994972   +0 10 34.8
 GG0550;UTM  15      - 4,064,873.872   392,386.614   MT  0.99974267   -0 43 14.4
 GG0550
 GG0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0550!SPC MO W     -   0.99994296  x   0.99994972  =   0.99989268
 GG0550!UTM  15      -   0.99994296  x   0.99974267  =   0.99968564
 GG0550
 GG0550:                Primary Azimuth Mark                     Grid Az
 GG0550:SPC MO W     -  WHEATON MUNICIPAL TANK                   071 39 01.1
 GG0550:UTM  15      -  WHEATON MUNICIPAL TANK                   072 32 50.3
 GG0550
 GG0550|---------------------------------------------------------------------|
 GG0550| PID    Reference Object                     Distance      Geod. Az  |
 GG0550|                                                           dddmmss.s |
 GG0550| GG0539 WHEATON MUNICIPAL TANK              APPROX.14.1 KM 0714935.9 |
 GG0550| CI2377 LONGVIEW RM 1                        25.859 METERS 09234     |
 GG0550| CI2378 LONGVIEW RM 2                        20.148 METERS 19153     |
 GG0550| GG0552 ELKHORN LOOKOUT TOWER               APPROX. 6.9 KM 2235329.1 |
 GG0550| CI2376 LONGVIEW AZ MK                                     2712944.7 |
 GG0550|---------------------------------------------------------------------|
 GG0550
 GG0550                          SUPERSEDED SURVEY CONTROL
 GG0550
 GG0550  NAD 83(1997)-  36 43 24.50492(N)    094 12 18.31980(W) AD(       ) 2
 GG0550  NAD 83(1997)-  36 43 24.50710(N)    094 12 18.32069(W) AD(       ) 2
 GG0550  NAD 83(1997)-  36 43 24.51641(N)    094 12 18.32347(W) AD(       ) 2
 GG0550  NAD 83(1986)-  36 43 24.51870(N)    094 12 18.32076(W) AD(       ) 2
 GG0550  NAD 27      -  36 43 24.26620(N)    094 12 17.56000(W) AD(       ) 2
 GG0550
 GG0550.Superseded values are not recommended for survey control.
 GG0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0550.See file dsdata.txt to determine how the superseded data were derived.
 GG0550
 GG0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9238764874(NAD 83)
 GG0550_MARKER: DS = TRIANGULATION STATION DISK
 GG0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0550+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2003
 GG0550
 GG0550  HISTORY     - Date     Condition        Report By
 GG0550  HISTORY     - 1961     MONUMENTED       CGS
 GG0550  HISTORY     - 1990     GOOD             USPSQD
 GG0550  HISTORY     - 20030101 GOOD             GEOCAC
 GG0550
 GG0550                          STATION DESCRIPTION
 GG0550
 GG0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0550'ABOUT 14 MILES SOUTHEAST OF NEOSHO, ABOUT 11 MILES EAST OF
 GG0550'GOODMAN, IN THE WEST EDGE OF THE VILLAGE OF LONGVIEW, IN THE
 GG0550'SOUTHEAST 1/4 OF SEC. 7, T. 23 N., R. 30 W., AND ON THE ROAD
 GG0550'RIGHT-OF-WAY.  IT IS 109 FEET EAST OF A POWER LINE GUY POLE,
 GG0550'98 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE, 37
 GG0550'FEET NORTH OF THE CENTERLINE OF COUNTY ROAD CC, 3 FEET SOUTHEAST
 GG0550'OF A WITNESS POST AND 6 INCHES SOUTH OF A WIRE FENCE.  THE
 GG0550'MONUMENT IS FLUSH AND THE DISK IS STAMPED LONGVIEW 1961.
 GG0550'
 GG0550'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 76 AND COUNTY
 GG0550'ROAD CC IN THE VILLAGE OF LONGVIEW, GO WEST ON COUNTY ROAD CC
 GG0550'FOR 0.15 MILE TO A HOUSE ON THE LEFT AND THE STATION ON THE
 GG0550'RIGHT.
 GG0550'
 GG0550'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 GG0550'ROAD CC FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GG0550'
 GG0550'REFERENCE MARK 1 IS 73 FEET NORTHEAST OF A YARD FENCE CORNER, 37
 GG0550'FEET NORTH OF THE CENTERLINE OF COUNTY ROAD CC AND 1 FOOT
 GG0550'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GG0550'DISK IS STAMPED LONGVIEW NO 1 1961.
 GG0550'
 GG0550'REFERENCE MARK 2 IS 64 FEET WEST OF THE YARD FENCE CORNER,
 GG0550'36 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE, 29
 GG0550'FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD CC AND 1 FOOT
 GG0550'NORTH OF THE YARD FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 GG0550'THE DISK IS STAMPED LONGVIEW NO 2 1961.
 GG0550'
 GG0550'THE AZIMUTH MARK IS 170 FEET EAST OF THE CENTERLINE OF A GRAVELED
 GG0550'ROAD, 33 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD CC, 5
 GG0550'FEET NORTH OF A WIRE FENCE AND 1 FOOT EAST OF A WITNESS POST.
 GG0550'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LONGVIEW
 GG0550'1961.
 GG0550'
 GG0550'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GG0550
 GG0550                          STATION RECOVERY (1990)
 GG0550
 GG0550'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 GG0550'RECOVERED IN GOOD CONDITION.
 GG0550
 GG0550                          STATION RECOVERY (2003)
 GG0550
 GG0550'RECOVERY NOTE BY GEOCACHING 2003 (CB)
 GG0550'STATION,AZIMUTH,REFERENCE MARK 1,REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1098 ***********************************************************************
 KD1098  DESIGNATION -  LOOP
 KD1098  PID         -  KD1098
 KD1098  STATE/COUNTY-  MO/HOWARD
 KD1098  USGS QUAD   -  SALINE CITY (1971)
 KD1098
 KD1098                         *CURRENT SURVEY CONTROL
 KD1098  ___________________________________________________________________
 KD1098* NAD 83(1997)-  39 08 13.66716(N)    092 53 53.79979(W)     ADJUSTED  
 KD1098* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 KD1098  ___________________________________________________________________
 KD1098  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 KD1098  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KD1098
 KD1098  HORZ ORDER  -  THIRD
 KD1098
 KD1098.The horizontal coordinates were established by classical geodetic methods
 KD1098.and adjusted by the National Geodetic Survey in February 2000..
 KD1098
 KD1098.The orthometric height was scaled from a topographic map.
 KD1098
 KD1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1098
 KD1098.The geoid height was determined by GEOID03.
 KD1098
 KD1098;                    North         East     Units Scale Factor Converg.
 KD1098;SPC MO C     -   366,729.022   465,567.568   MT  0.99994793   -0 15 05.0
 KD1098;UTM  15      - 4,331,999.126   508,791.284   MT  0.99960095   +0 03 51.1
 KD1098
 KD1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1098!SPC MO C     -   0.99996683  x   0.99994793  =   0.99991476
 KD1098!UTM  15      -   0.99996683  x   0.99960095  =   0.99956779
 KD1098
 KD1098:                Primary Azimuth Mark                     Grid Az
 KD1098:SPC MO C     -  GLASGOW ST MARYS CATH CH SPIRE           025 22 20.6
 KD1098:UTM  15      -  GLASGOW ST MARYS CATH CH SPIRE           025 03 24.5
 KD1098
 KD1098|---------------------------------------------------------------------|
 KD1098| PID    Reference Object                     Distance      Geod. Az  |
 KD1098|                                                           dddmmss.s |
 KD1098| KD1090 GLASGOW ST MARYS CATH CH SPIRE      APPROX.10.7 KM 0250715.6 |
 KD1098| CL9794 LOOP RM 1                            27.961 METERS 05016     |
 KD1098| KD1099 CROWLEY                              18.020 METERS 12640     |
 KD1098| CL9795 LOOP RM 2                            23.748 METERS 15931     |
 KD1098| CL9793 LOOP AZ MK                                         2261254.6 |
 KD1098|---------------------------------------------------------------------|
 KD1098
 KD1098                          SUPERSEDED SURVEY CONTROL
 KD1098
 KD1098  NAD 83(1986)-  39 08 13.67381(N)    092 53 53.80277(W) AD(       ) 3
 KD1098  NAD 27      -  39 08 13.57320(N)    092 53 53.10850(W) AD(       ) 3
 KD1098
 KD1098.Superseded values are not recommended for survey control.
 KD1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1098.See file dsdata.txt to determine how the superseded data were derived.
 KD1098
 KD1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0879131999(NAD 83)
 KD1098_MARKER: DS = TRIANGULATION STATION DISK
 KD1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1098
 KD1098  HISTORY     - Date     Condition        Report By
 KD1098  HISTORY     - 1949     MONUMENTED       CGS
 KD1098  HISTORY     - 1967     GOOD             CGS
 KD1098
 KD1098                          STATION DESCRIPTION
 KD1098
 KD1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1098'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF
 KD1098'GLASGOW, ABOUT 5 MILES NORTHWEST OF BOONESBORO, AND ABOUT
 KD1098'1/2 MILE SOUTHEAST OF THE MISSOURI RIVER AT ITS NEAREST
 KD1098'POINT.  IT IS 17 YARDS NORTHWEST OF CROWLEY (MO. R.C.).  IT
 KD1098'IS 29 FEET WEST OF THE CENTERLINE OF THE ROAD, 17 FEET NORTH
 KD1098'OF A WITNESS POST, AND 57 FEET EAST OF A FENCE LINE.  THE
 KD1098'MARK IS STAMPED LOOP 1949 AND PROJECTS 3 INCHES.
 KD1098'
 KD1098'REFERENCE MARK NO. 1 IS 15 FEET EAST OF THE CENTERLINE OF
 KD1098'A ROAD AND 6 FEET WEST OF A FENCE LINE.  THE MARK
 KD1098'IS STAMPED LOOP NO 1 1949 AND PROJECTS 3 INCHES.
 KD1098'
 KD1098'REFERENCE MARK NO. 2 IS 16 FEET EAST OF THE CENTER LINE OF A
 KD1098'ROAD AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS STAMPED
 KD1098'LOOP NO 2 1949 AND PROJECTS 3 INCHES.
 KD1098'
 KD1098'AZIMUTH MARK IS 29 FEET EAST OF THE CENTERLINE OF THE ROAD,
 KD1098'17 FEET NORTH OF A WITNESS POST AND 52 FEET EAST OF A FENCE LINE.
 KD1098'THE MARK IS STAMPED LOOP 1949 AND PROJECTS 3 INCHES.
 KD1098'
 KD1098'CROWLEY (MO. R.C.) IS 20 FEET EAST OF THE CENTERLINE OF A
 KD1098'ROAD, 6 FEET EAST OF A FENCE LINE AND IS IN THE WEST EDGE
 KD1098'OF A CULTIVATED FIELD.  THE MARK IS SANDSTONE BLOCK 12 INCHES
 KD1098'SQUARE AND SET 3 FEET BELOW THE SURFACE OF THE GROUND.  THE
 KD1098'LETTERS US AND A TRIANGLE ARE CUT IN THE TOP OF THE BLOCK.
 KD1098'THE POINT USED WAS A 1/4 INCH HOLE DRILLED IN THE CENTER
 KD1098'OF THE BLOCK.  A 4 INCH IRON PIPE IS SET ON THE TOP OF THE MARK
 KD1098'AND PROJECTS 10 INCHES.  THE PIPE HAS A CAST IRON CAP WITH THE
 KD1098'LETTERS, MISSOURI RIVER COMMISSION, CAST AROUND THE EDGE, AND
 KD1098'A RAISED TRIANGLE IN THE CENTER.
 KD1098'
 KD1098'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KD1098'87 AND 240 AT THE EAST END OF THE MISSOURI RIVER BRIDGE IN
 KD1098'GLASGOW, GO SOUTH ON HIGHWAY 87 FOR 7.35 MILES TO THE JUNCTION
 KD1098'OF COUNTY ROUTE K, TURN RIGHT (WEST) ON COUNTY ROUTE K FOR
 KD1098'2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW THE GRAVEL
 KD1098'ROAD NORTH AND WEST FOR 1.7 MILES TO THE STATION ON THE RIGHT
 KD1098'AS DESCRIBED.
 KD1098'
 KD1098'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE
 KD1098'GRAVEL ROAD AND GO SOUTHWEST 0.3 MILE TO THE MARK ON THE RIGHT
 KD1098'AS DESCRIBED.
 KD1098'
 KD1098'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD1098
 KD1098                          STATION RECOVERY (1967)
 KD1098
 KD1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 KD1098'STATION RECOVERED AND STATION, REFERENCE MARKS AND AZIMUTH MARK FOUND
 KD1098'IN GOOD CONDITION.  THE PIPE MARK FOR STATION CROWLEY (MO.R.C.) WAS
 KD1098'FOUND TO BE TILTED.  THERE IS AN UNDERGROUND MARK FOR THIS MO.R.C.
 KD1098'STATION BUT IT WAS NOT INSPECTED AT THIS TIME.
 KD1098'
 KD1098'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.  THE
 KD1098'REFERENCE MARKS ARE 1 FOOT WEST OF THE EAST RIGHT OF WAY FENCE.  THE
 KD1098'AZIMUTH MARK IS IN A BARNLOT, 32 FEET NORTHWEST OF THE NORTHWEST
 KD1098'CORNER OF A CONCRETE BLOCK BARN AND 18.5 FEET SOUTH OF A BOARD
 KD1098'FENCE THAT RUNS ALONG THE SOUTH SIDE OF THE ROAD.
 KD1098'
 KD1098'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 KD1098'RECOVERY.
 KD1098'
 KD1098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 KD1098'NORTHWEST OF BOONESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2643 ***********************************************************************
 JD2643  DESIGNATION -  LOST
 JD2643  PID         -  JD2643
 JD2643  STATE/COUNTY-  MO/COOPER
 JD2643  USGS QUAD   -  NELSON (1979)
 JD2643
 JD2643                         *CURRENT SURVEY CONTROL
 JD2643  ___________________________________________________________________
 JD2643* NAD 83(1997)-  38 54 14.69546(N)    093 02 26.48858(W)     ADJUSTED  
 JD2643* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 JD2643  ___________________________________________________________________
 JD2643  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JD2643  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD2643
 JD2643  HORZ ORDER  -  SECOND
 JD2643
 JD2643.The horizontal coordinates were established by classical geodetic methods
 JD2643.and adjusted by the National Geodetic Survey in February 2000..
 JD2643
 JD2643.The orthometric height was scaled from a topographic map.
 JD2643
 JD2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2643
 JD2643.The geoid height was determined by GEOID03.
 JD2643
 JD2643;                    North         East     Units Scale Factor Converg.
 JD2643;SPC MO C     -   340,922.190   453,101.665   MT  0.99996041   -0 20 22.5
 JD2643;UTM  15      - 4,306,133.342   496,471.719   MT  0.99960015   -0 01 32.0
 JD2643
 JD2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2643!SPC MO C     -   0.99996682  x   0.99996041  =   0.99992724
 JD2643!UTM  15      -   0.99996682  x   0.99960015  =   0.99956699
 JD2643
 JD2643:                Primary Azimuth Mark                     Grid Az
 JD2643:SPC MO C     -  LOST AZ MK RESET                         023 48 01.7
 JD2643:UTM  15      -  LOST AZ MK RESET                         023 29 11.2
 JD2643
 JD2643|---------------------------------------------------------------------|
 JD2643| PID    Reference Object                     Distance      Geod. Az  |
 JD2643|                                                           dddmmss.s |
 JD2643| CN7320 LOST AZ MK RESET                                   0232739.2 |
 JD2643| CN7319 LOST AZ MK                                         0620455.8 |
 JD2643| JD2640 PILOT GROVE MUNICIPAL TANK          APPROX.11.6 KM 1065243.7 |
 JD2643| JD2641 ST JOHNS THE BAPTIST CATH CH        APPROX. 7.4 KM 1311927.7 |
 JD2643| CN7323 LOST RM 3                            23.648 METERS 18606     |
 JD2643| CN7321 LOST RM 1                            25.330 METERS 19746     |
 JD2643| CN7322 LOST RM 2                            28.940 METERS 33417     |
 JD2643|---------------------------------------------------------------------|
 JD2643
 JD2643                          SUPERSEDED SURVEY CONTROL
 JD2643
 JD2643  NAD 83(1997)-  38 54 14.70239(N)    093 02 26.49168(W) AD(       ) 2
 JD2643  NAD 83(1986)-  38 54 14.70356(N)    093 02 26.49168(W) AD(       ) 2
 JD2643  NAD 27      -  38 54 14.63125(N)    093 02 25.78870(W) AD(       ) 2
 JD2643
 JD2643.Superseded values are not recommended for survey control.
 JD2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2643.See file dsdata.txt to determine how the superseded data were derived.
 JD2643
 JD2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD9647206133(NAD 83)
 JD2643_MARKER: DS = TRIANGULATION STATION DISK
 JD2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2643
 JD2643  HISTORY     - Date     Condition        Report By
 JD2643  HISTORY     - 1949     MONUMENTED       CGS
 JD2643  HISTORY     - 1962     GOOD             CGS
 JD2643  HISTORY     - 1962     GOOD             CGS
 JD2643
 JD2643                          STATION DESCRIPTION
 JD2643
 JD2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2643'THE STATION IS LOCATED ABOUT 7 MILES WEST AND 1-1/2 MILES NORTH
 JD2643'OF PILOT GROVE.  IT IS 40 FEET NORTHEAST OF THE SOUTHWEST CORNER
 JD2643'OF THE YARD, 38 FEET EAST OF THE CENTERLINE OF A ROAD, 34 FEET
 JD2643'SOUTHWEST OF THE MOST NORTHERLY OAK TREE AND 21 FEET EAST OF A
 JD2643'POWER LINE POLE.  THE MARK IS STAMPED LOST 1949 AND IS SET
 JD2643'FLUSH WITH THE GROUND.
 JD2643'
 JD2643'REFERENCE MARK NO. 1 IS 56 FEET SOUTHWEST OF THE MOST SOUTHERLY
 JD2643'OAK TREE, 20 FEET EAST OF THE CENTERLINE OF A ROAD AND 1 FOOT
 JD2643'EAST OF A FENCE LINE.  THE MARK IS STAMPED LOST NO 1 1949 AND
 JD2643'PROJECTS ABOUT 3 INCHES.
 JD2643'
 JD2643'REFERENCE MARK NO. 2 IS 30 FEET WEST OF THE CENTERLINE OF A ROAD,
 JD2643'6 FEET NORTHEAST OF A PRIVATE ROAD TO FARM HOME AND 1 FOOT EAST
 JD2643'OF FENCE LINE.  THE MARK IS STAMPED LOST NO 2 1949 AND PROJECTS
 JD2643'ABOUT 3 INCHES.
 JD2643'
 JD2643'THE AZIMUTH MARK IS 12 FEET SOUTH OF THE CENTER LINE OF A ROAD
 JD2643'AND 2.5 FEET WEST SOUTHWEST OF A TELEPHONE POLE.  THE MARK IS
 JD2643'STAMPED LOST 1949 AND PROJECTS ABOUT 2 INCHES.
 JD2643'
 JD2643'TO REACH THE STATION FROM THE STOP LIGHT IN BOONVILLE, GO SOUTH
 JD2643'AND WEST ON U.S. HIGHWAY 40 FOR 8.2 MILES TO JUNCTION WITH
 JD2643'STATE HIGHWAY 41, CONTINUE ON U.S. HIGHWAY 40 FOR 9.35 MILES TO
 JD2643'A PHILLIPS SERVICE STATION ON THE RIGHT, CONTINUE WEST FOR 0.35
 JD2643'MILE TO A CROSS ROADS, TURN LEFT (SOUTH) AND GO 1.45 MILES ON
 JD2643'MAIN TRAVELED ROAD TO A T-ROAD LEFT, (TO REACH AZIMUTH MARK
 JD2643'FROM THIS POINT, TURN LEFT (EAST) ON T-ROAD FOR 0.05 MILE TO
 JD2643'AZIMUTH MARK ON RIGHT AS DESCRIBED.) CONTINUE STRAIGHT AHEAD
 JD2643'FOR 0.15 MILE TO SMALL FARM HOUSE AND STATION ON LEFT AS
 JD2643'DESCRIBED.
 JD2643'
 JD2643'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2643
 JD2643                          STATION RECOVERY (1962)
 JD2643
 JD2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 JD2643'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JD2643'GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 WHICH HAD BEEN
 JD2643'DISPLACED BY ROAD MACHINERY.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 JD2643'A COMPLETE DESCRIPTION FOLLOWS.
 JD2643'
 JD2643'STATION IS LOCATED ABOUT 7 MILES WEST AND 1-1/2 MILES NORTH OF
 JD2643'PILOT GROVE AND ABOUT 1 MILE WEST OF THE LAMINE RIVER ALONG THE
 JD2643'EAST SIDE OF COUNTY ROAD Z, 0.15 MILE NORTH OF THE BEREA
 JD2643'CHRISTIAN CHURCH, AND ABOUT 1/2 MILE EAST OF THE PETTIS-COOPER
 JD2643'COUNTY-LINE IN SEC. 30, T 48 N., R 19 W, 35 FEET EAST OF THE
 JD2643'CENTER OF COUNTY ROAD Z, 33 FEET SOUTHWEST OF THE MOST NORTHERN
 JD2643'OAK TREE, 4.5 FEET NORTHWEST OF A POWER POLE WITH A
 JD2643'TRANSFORMER, 3 FEET NORTH-NORTHWEST OF UNDERGROUND TELEPHONE
 JD2643'CABLE MARKER POST 3 F 4 - 26, AND 2 FEET WEST OF A FENCE.
 JD2643'THE MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND
 JD2643'THE DISK IS STAMPED LOST 1949.
 JD2643'
 JD2643'TO REACH THE STATION FROM THE STOPLIGHT IN BOONVILLE, GO SOUTH AND
 JD2643'WEST ON U.S. HIGHWAY 40 (INTERSTATE) FOR 8.4 MILES TO A JUNCTION
 JD2643'WITH STATE HIGHWAY 41.  CONTINUE ON U.S. HIGHWAY 40 FOR 9.3
 JD2643'MILES TO A PHILLIPS SERVICE STATION ON THE RIGHT AND TRIANGULATION
 JD2643'STATION RIDGE.  CONTINUE WEST ON U.S. HIGHWAY 40 FOR 0.35 MILE
 JD2643'TO CROSSROADS AND THE JUNCTION OF COUNTY ROAD Z.  TURN LEFT
 JD2643'AND GO SOUTH ON COUNTY ROAD Z FOR 1.45 MILES TO A GATE ON THE
 JD2643'LEFT AND AN OLD TRACK ROAD GOING SOUTHEAST.  (AZIMUTH MARK IS
 JD2643'ABOUT 100 YARDS SOUTHEAST OF COUNTY ROAD Z AT THIS POINT.)
 JD2643'CONTINUE STRAIGHT AHEAD SOUTHWEST ON COUNTY ROAD Z FOR 0.15
 JD2643'MILE TO A HOUSE AND THE STATION ON THE LEFT.
 JD2643'
 JD2643'REFERENCE MARK NO. 2 IS 91.95 FEET NORTHWEST OF THE STATION,
 JD2643'40 FEET WEST-NORTHWEST OF THE CENTER OF COUNTY ROAD Z AND 1 FOOT
 JD2643'EAST OF NORTH GATE POST FOR BOARD GATE AND FOR A ROAD LEADING
 JD2643'NORTHWEST TO A FARM.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JD2643'IS STAMPED LOST NO 2 1949.
 JD2643'
 JD2643'REFERENCE MARK NO. 3 IS 77.57 FEET SOUTH OF THE STATION, 38 FEET
 JD2643'EAST OF THE CENTER OF COUNTY ROAD Z, 22 FEET SOUTH OF SOUTH
 JD2643'GATE POST, AND 5 FEET SOUTH OF A STEEL RIGHT-OF-WAY ROAD MARKER.
 JD2643'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LOST NO 3
 JD2643'1949.
 JD2643'
 JD2643'AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION, ABOUT 100
 JD2643'YARDS SOUTHEAST OF THE CENTER OF COUNTY ROAD Z, 89.5 FEET
 JD2643'EAST-SOUTHEAST OF A POWER POLE, AND 12 FEET SOUTH OF AN OLD
 JD2643'TRACK ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 JD2643'AND THE DISK IS STAMPED LOST 1949.
 JD2643'
 JD2643'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD2643
 JD2643                          STATION RECOVERY (1962)
 JD2643
 JD2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 JD2643'THE STATION WAS RECOVERED WITH SOME CHANGES NOTED.  THE STATION
 JD2643'MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED UNDISTURBED AND
 JD2643'IN GOOD CONDITION.  OLD REFERENCE MARK NUMBER 1 HAS BEEN MOVED,
 JD2643'RESET, AND RESTAMPED REFERENCE MARK NUMBER 3.  THE ORIGINAL
 JD2643'AZIMUTH MARK WAS DESTROYED SO A NEW ONE WAS SET AT THIS TIME.
 JD2643'THE STATION WAS REACHED FROM LONGWOOD AND THE OLD ROUTE WAS NOT
 JD2643'CHECKED.  A COMPLETE DESCRIPTION FOLLOWS-
 JD2643'
 JD2643'THE STATION IS LOCATED 7-1/4 MILES WEST-NORTHWEST OF PILOT GROVE,
 JD2643'6-3/4 MILES SOUTH OF NELSON, AND 9-1/2 MILES NORTH OF CLIFTON
 JD2643'CITY.  IT IS ON THE EAST SIDE RIGHT-OF-WAY OF COOPER COUNTY ROAD Z.
 JD2643'
 JD2643'TO REACH THE STATION FROM THE GENERAL STORE IN LONGWOOD, GO SOUTH
 JD2643'ON COUNTY ROAD BB 0.1 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT
 JD2643'AND GO EAST ON GRAVELED ROAD 2.4 MILES TO A CROSS ROAD, COUNTY
 JD2643'ROAD J.  TURN RIGHT AND GO SOUTH FOR 0.45 MILE ON COUNTY ROAD
 JD2643'J TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO EAST ON GRAVELED
 JD2643'ROAD 2.55 MILES TO THE JUNCTION WITH COUNTY ROAD Z IN THE SMALL
 JD2643'VILLAGE OF POSTAL.  CONTINUE EAST AND NORTH ON COUNTY ROAD Z
 JD2643'FOR 3.4 MILES TO THE STATION ON THE RIGHT AT A CURVE.
 JD2643'
 JD2643'THE STATION MARK IS A STANDARD DISK STAMPED LOST 1949 CEMENTED
 JD2643'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 JD2643'1 INCH ABOVE GROUND.  IT IS 35 FEET EAST OF THE CENTER OF
 JD2643'THE GRAVELED ROAD, 2.5 FEET SOUTHWEST OF A METAL WITNESS
 JD2643'POST, AND 1.5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.
 JD2643'
 JD2643'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED LOST
 JD2643'NO 3 1949 SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 JD2643'PROJECTING 5 INCHES ABOVE GROUND.  IT IS 38 FEET EAST OF THE
 JD2643'CENTER OF THE GRAVELED ROAD, AND 1 FOOT WEST OF THE EAST
 JD2643'RIGHT-OF-WAY FENCE, AT THE SAME ELEVATION AS THE STATION.
 JD2643'
 JD2643'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LOST NO
 JD2643'2 1949 CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 JD2643'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS 41 FEET
 JD2643'WEST OF THE CENTER OF THE GRAVELED ROAD, AND 2 FEET EAST OF
 JD2643'THE NORTH GATE POST OF A BOARD GATE, AND ABOUT 3-1/2 FEET
 JD2643'LOWER THAN STATION ELEVATION.
 JD2643'
 JD2643'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOST 1949 RESET
 JD2643'1962 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 JD2643'PROJECTING 5 INCHES ABOVE GROUND.  IT IS 33 FEET EAST OF
 JD2643'THE CENTER OF THE GRAVELED ROAD, 3 FEET NORTH OF A METAL
 JD2643'WITNESS POST WITH SIGN, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 JD2643'FENCE.  TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE
 JD2643'NORTH ON COUNTY ROAD Z FOR 0.35 MILE TO THE MARK ON THE
 JD2643'RIGHT ON AN S CURVE.
 JD2643'
 JD2643'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0968 ***********************************************************************
 HC0968  DESIGNATION -  LOST
 HC0968  PID         -  HC0968
 HC0968  STATE/COUNTY-  MO/WAYNE
 HC0968  USGS QUAD   -  GREENVILLE SW (1966)
 HC0968
 HC0968                         *CURRENT SURVEY CONTROL
 HC0968  ___________________________________________________________________
 HC0968* NAD 83(1997)-  37 04 27.66511(N)    090 22 51.74636(W)     ADJUSTED  
 HC0968* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 HC0968  ___________________________________________________________________
 HC0968  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 HC0968  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HC0968
 HC0968  HORZ ORDER  -  SECOND
 HC0968
 HC0968.The horizontal coordinates were established by classical geodetic methods
 HC0968.and adjusted by the National Geodetic Survey in February 2000..
 HC0968
 HC0968.The orthometric height was scaled from a topographic map.
 HC0968
 HC0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0968
 HC0968.The geoid height was determined by GEOID03.
 HC0968
 HC0968;                    North         East     Units Scale Factor Converg.
 HC0968;SPC MO E     -   137,710.050   260,577.748   MT  0.99993471   +0 04 18.2
 HC0968;UTM  15      - 4,106,329.540   732,819.960   MT  1.00026780   +1 34 46.4
 HC0968
 HC0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0968!SPC MO E     -   0.99997023  x   0.99993471  =   0.99990494
 HC0968!UTM  15      -   0.99997023  x   1.00026780  =   1.00023802
 HC0968
 HC0968:                Primary Azimuth Mark                     Grid Az
 HC0968:SPC MO E     -  YOKUM                                    120 38 54.7
 HC0968:UTM  15      -  YOKUM                                    119 08 26.5
 HC0968
 HC0968|---------------------------------------------------------------------|
 HC0968| PID    Reference Object                     Distance      Geod. Az  |
 HC0968|                                                           dddmmss.s |
 HC0968| HC0967 YOKUM                               APPROX.12.5 KM 1204312.9 |
 HC0968| HC0969 LOST CREEK LOOKOUT TOWER             20.000 METERS 17520     |
 HC0968| CI4531 LOST RM 1                            25.340 METERS 21316     |
 HC0968| CI4532 LOST RM 2                            26.350 METERS 33622     |
 HC0968|---------------------------------------------------------------------|
 HC0968
 HC0968                          SUPERSEDED SURVEY CONTROL
 HC0968
 HC0968  NAD 83(1997)-  37 04 27.67075(N)    090 22 51.74684(W) AD(       ) 2
 HC0968  NAD 83(1986)-  37 04 27.67662(N)    090 22 51.74608(W) AD(       ) 2
 HC0968  NAD 27      -  37 04 27.49100(N)    090 22 51.34570(W) AD(       ) 2
 HC0968
 HC0968.Superseded values are not recommended for survey control.
 HC0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0968.See file dsdata.txt to determine how the superseded data were derived.
 HC0968
 HC0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3282006330(NAD 83)
 HC0968_MARKER: DS = TRIANGULATION STATION DISK
 HC0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0968_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0968+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2005
 HC0968
 HC0968  HISTORY     - Date     Condition        Report By
 HC0968  HISTORY     - 1963     MONUMENTED       CGS
 HC0968  HISTORY     - 20020904 GOOD             USACE
 HC0968  HISTORY     - 20050408 GOOD             ZAMBRA
 HC0968
 HC0968                          STATION DESCRIPTION
 HC0968
 HC0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0968'LOCATED ABOUT 6 MILES SOUTHEAST OF GREENVILLE, IN THE SOUTH
 HC0968'EDGE OF SEC. 22, T-28-N, R-6-E, AT THE LOST CREEK LOOKOUT
 HC0968'TOWER AND ON THE PROPERTY OF THE U.S. FOREST SERVICE.  IT IS
 HC0968'112 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 54
 HC0968'FEET NORTH OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 13
 HC0968'FEET EAST OF THE CENTERLINE OF A TRACK ROAD AND 5 FEET SOUTHWEST
 HC0968'OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
 HC0968'DISK IS STAMPED LOST 1963.
 HC0968'
 HC0968'TO REACH THE STATION FROM THE CAUTION LIGHT ON U.S. HIGHWAY
 HC0968'67 IN GREENVILLE, GO SOUTH ON HIGHWAY 67 FOR 1.3 MILES TO THE
 HC0968'JUNCTION OF COUNTY ROAD D.  TURN LEFT AND GO EAST ON ROAD D
 HC0968'FOR 1.9 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON
 HC0968'THE GRAVELED ROAD FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK
 HC0968'AND GO EAST ON THE GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD
 HC0968'RIGHT AND A SIGN ON THE LEFT LOST CREEK LOOKOUT TOWER 3.  TURN
 HC0968'RIGHT AND GO SOUTHERLY ON THE GRAVELED ROAD FOR 2.8 MILES TO
 HC0968'THE LOOKOUT TOWER AND THE STATION ON THE LEFT.
 HC0968'
 HC0968'REFERENCE MARK 1 IS 43 FEET SOUTHWEST OF THE NORTHWEST LEG
 HC0968'OF THE LOOKOUT TOWER, 40 FEET WEST OF THE SOUTHWEST LEG
 HC0968'OF THE LOOKOUT TOWER, AND 7 FEET SOUTHEAST OF A 10 INCH
 HC0968'OAK TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 HC0968'STAMPED LOST NO 1 1963.
 HC0968'
 HC0968'REFERENCE MARK 2 IS 31 FEET NORTHWEST OF THE CENTERLINE
 HC0968'OF THE TRACK ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE
 HC0968'GRAVELED ROAD AND 20 FEET SOUTHWEST OF A 12 INCH OAK TREE.
 HC0968'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED LOST
 HC0968'NO 2 1963.
 HC0968'
 HC0968'NO AVAILABLE PLACE FOR A REFERENCE MARK 3 OR AN AZIMUTH MARK.
 HC0968'
 HC0968'NO MEASURMENT BETWEEN RMS, TOO MUCH DIFFERENCE IN ELEVATION.
 HC0968'
 HC0968'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HC0968
 HC0968                          STATION RECOVERY (2002)
 HC0968
 HC0968'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0968'RECOVERED IN GOOD CONDITION.
 HC0968
 HC0968                          STATION RECOVERY (2005)
 HC0968
 HC0968'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2005
 HC0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0969 ***********************************************************************
 HC0969  DESIGNATION -  LOST CREEK LOOKOUT TOWER
 HC0969  PID         -  HC0969
 HC0969  STATE/COUNTY-  MO/WAYNE
 HC0969  USGS QUAD   -  GREENVILLE SW (1966)
 HC0969
 HC0969                         *CURRENT SURVEY CONTROL
 HC0969  ___________________________________________________________________
 HC0969* NAD 83(1997)-  37 04 27.01849(N)    090 22 51.68049(W)     ADJUSTED  
 HC0969* NAVD 88     -                                                        
 HC0969  ___________________________________________________________________
 HC0969  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 HC0969  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HC0969
 HC0969  HORZ ORDER  -  THIRD
 HC0969
 HC0969.The horizontal coordinates were established by classical geodetic methods
 HC0969.and adjusted by the National Geodetic Survey in February 2000..
 HC0969
 HC0969
 HC0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0969
 HC0969.The geoid height was determined by GEOID03.
 HC0969
 HC0969;                    North         East     Units Scale Factor Converg.
 HC0969;SPC MO E     -   137,690.120   260,579.400   MT  0.99993471   +0 04 18.2
 HC0969;UTM  15      - 4,106,309.653   732,822.136   MT  1.00026781   +1 34 46.4
 HC0969
 HC0969                          SUPERSEDED SURVEY CONTROL
 HC0969
 HC0969  NAD 83(1997)-  37 04 27.02413(N)    090 22 51.68097(W) AD(       ) 4
 HC0969  NAD 83(1986)-  37 04 27.03000(N)    090 22 51.68020(W) AD(       ) 4
 HC0969  NAD 27      -  37 04 26.84400(N)    090 22 51.28000(W) AD(       ) 3
 HC0969
 HC0969.Superseded values are not recommended for survey control.
 HC0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0969.See file dsdata.txt to determine how the superseded data were derived.
 HC0969
 HC0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3282206310(NAD 83)
 HC0969_MARKER: 57 = LOOKOUT TOWER
 HC0969
 HC0969  HISTORY     - Date     Condition        Report By
 HC0969  HISTORY     - 1963     FIRST OBSERVED   CGS
 HC0969
 HC0969                          STATION DESCRIPTION
 HC0969
 HC0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0969'STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER.  IT
 HC0969'IS A 4 LEG STEEL STRUCTURE WITH AN ENCLOSED OBSERVING ROOM
 HC0969'AT THE TOP.  THE OVERALL HEIGHT OF THE TOWER IS ABOUT 130
 HC0969'FEET.  IT IS OWNED AND OPERATED BY THE U.S. FOREST SERVICE.
 HC0969'
 HC0969'TO REACH THE TOWER FROM THE CAUTION LIGHT ON U.S. HIGHWAY
 HC0969'67 IN GREENVILLE, GO SOUTH ON HIGHWAY 67 FOR 1.3 MILES TO
 HC0969'THE JUNCTION OF COUNTY ROAD D.  TURN LEFT AND GO EAST ON
 HC0969'ROAD D FOR 1.9 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 HC0969'GO NORTHEAST ON THE GRAVELED ROAD FOR 1.4 MILES TO A FORK.
 HC0969'TAKE THE RIGHT FORK AND GO EAST ON THE GRAVELED ROAD FOR
 HC0969'0.25 MILE TO A SIDE ROAD RIGHT AND A SIGN ON THE LEFT LOST
 HC0969'CREEK LOOKOUT TOWER 3.  TURN RIGHT AND GO SOUTHERLY ON THE
 HC0969'GRAVELED ROAD FOR 2.8 MILES TO THE TOWER ON THE LEFT.
 HC0969'
 HC0969'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HC0969'LOST AND THE DISTANCE IS 65.6 FEET, 20.00 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1443 ***********************************************************************
 KE1443  DESIGNATION -  LOTA
 KE1443  PID         -  KE1443
 KE1443  STATE/COUNTY-  MO/CLAY
 KE1443  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1443
 KE1443                         *CURRENT SURVEY CONTROL
 KE1443  ___________________________________________________________________
 KE1443* NAD 83(1997)-  39 09 06.17477(N)    094 32 00.40116(W)     ADJUSTED  
 KE1443* NAVD 88     -       253.     (meters)     830.     (feet)  VERTCON   
 KE1443  ___________________________________________________________________
 KE1443  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KE1443  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KE1443
 KE1443  HORZ ORDER  -  SECOND
 KE1443
 KE1443.The horizontal coordinates were established by classical geodetic methods
 KE1443.and adjusted by the National Geodetic Survey in February 2000..
 KE1443
 KE1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1443
 KE1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1443
 KE1443.The geoid height was determined by GEOID03.
 KE1443
 KE1443;                    North         East     Units Scale Factor Converg.
 KE1443;SPC MO W     -   331,291.891   847,109.167   MT  0.99994128   -0 01 16.0
 KE1443;UTM  15      - 4,334,732.464   367,497.119   MT  0.99981618   -0 58 06.0
 KE1443
 KE1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1443!SPC MO W     -   0.99996540  x   0.99994128  =   0.99990668
 KE1443!UTM  15      -   0.99996540  x   0.99981618  =   0.99978158
 KE1443
 KE1443:                Primary Azimuth Mark                     Grid Az
 KE1443:SPC MO W     -  CHOUTEAU GRAIN ELEVATOR LT               097 01 05.6
 KE1443:UTM  15      -  CHOUTEAU GRAIN ELEVATOR LT               097 57 55.6
 KE1443
 KE1443|---------------------------------------------------------------------|
 KE1443| PID    Reference Object                     Distance      Geod. Az  |
 KE1443|                                                           dddmmss.s |
 KE1443| CL6224 CHOUTEAU GRAIN ELEVATOR LT                         0965949.6 |
 KE1443| CL6265 COMMERCE BANK BLDG TALL ANT                        2181615.8 |
 KE1443| KE1465 KANSAS CITY CATH CATHEDRAL CUP      APPROX. 7.4 KM 2203329.2 |
 KE1443|---------------------------------------------------------------------|
 KE1443
 KE1443                          SUPERSEDED SURVEY CONTROL
 KE1443
 KE1443  NAD 83(1997)-  39 09 06.17478(N)    094 32 00.40118(W) AD(       ) 2
 KE1443  NAD 83(1986)-  39 09 06.18649(N)    094 32 00.39727(W) AD(       ) 2
 KE1443  NAD 27      -  39 09 06.18383(N)    094 31 59.56067(W) AD(       ) 2
 KE1443  NGVD 29 (07/19/86)  253.     (m)          830.     (f) VERT ANG       
 KE1443
 KE1443.Superseded values are not recommended for survey control.
 KE1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1443.See file dsdata.txt to determine how the superseded data were derived.
 KE1443
 KE1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6749734732(NAD 83)
 KE1443_MARKER: DD = SURVEY DISK
 KE1443_SETTING: 0 = UNSPECIFIED SETTING
 KE1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1443+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 KE1443
 KE1443  HISTORY     - Date     Condition        Report By
 KE1443  HISTORY     - 1974     MONUMENTED       USE
 KE1443  HISTORY     - 20020114 MARK NOT FOUND   NGS
 KE1443  HISTORY     - 20060318 GOOD             GEOCAC
 KE1443
 KE1443                          STATION DESCRIPTION
 KE1443
 KE1443'DESCRIBED BY US ENGINEERS 1974
 KE1443'CLAY CO.,MO., T-50-N, R-32-W.  ABOUT 400 FT W. OF THE
 KE1443'NE. COR. OF SEC. 18.  STATION LOCATED ON HIGHEST POINT OF BLUFF
 KE1443'SOUTH OF CHOUTEAU PARK.  A C OF E DISC STAMPED LOTA-1974, SET
 KE1443'IN TOP OF CONCRETE POST FLUSH WITH GROUND.
 KE1443'
 KE1443'TO REACH--FROM NORTH END OF CHOUTEAU BRIDGE OVER MISSOURI
 KE1443'RIVER, GO NORTH ON CHOUTEAU TRAFFIC WAY TO RAMP .15 MILE.  GO EAST
 KE1443'ON RAMP .15 MILE ON STATE HWY. 210 TO STATION LOCATION.
 KE1443'
 KE1443'REFERENCES--1.57 FT N. TO STEEL POST AND SIGN.
 KE1443'
 KE1443'1.62 FT E. TO STEEL POST AND SIGN.
 KE1443'
 KE1443'1.57 FT S. TO STEEL POST AND SIGN.
 KE1443'
 KE1443'1.58 FT W. TO STEEL POST AND SIGN.
 KE1443'
 KE1443'63.74 FT NNW. TO SHINER IN POWER POLE.
 KE1443'
 KE1443'27 FT NORTH OF BLUFF LINE.
 KE1443
 KE1443                          STATION RECOVERY (2002)
 KE1443
 KE1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KE1443'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KE1443
 KE1443                          STATION RECOVERY (2006)
 KE1443
 KE1443'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1443'THE WITNESS SIGN HAS BEEN REMOVED FROM THE NORTH AND SOUTH STEEL POST.
 KE1443' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0651 ***********************************************************************
 KC0651  DESIGNATION -  LOUISIANA
 KC0651  PID         -  KC0651
 KC0651  STATE/COUNTY-  MO/PIKE
 KC0651  USGS QUAD   -  LOUISIANA (1991)
 KC0651
 KC0651                         *CURRENT SURVEY CONTROL
 KC0651  ___________________________________________________________________
 KC0651* NAD 83(1997)-  39 27 47.94954(N)    091 04 18.36200(W)     ADJUSTED  
 KC0651* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 KC0651  ___________________________________________________________________
 KC0651  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 KC0651  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KC0651
 KC0651  HORZ ORDER  -  FIRST
 KC0651
 KC0651.The horizontal coordinates were established by classical geodetic methods
 KC0651.and adjusted by the National Geodetic Survey in February 2000..
 KC0651
 KC0651.The orthometric height was scaled from a topographic map.
 KC0651
 KC0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0651
 KC0651.The geoid height was determined by GEOID03.
 KC0651
 KC0651;                    North         East     Units Scale Factor Converg.
 KC0651;SPC MO E     -   403,021.071   200,797.628   MT  0.99996313   -0 21 48.3
 KC0651;SPC IL W     -   310,794.951   622,112.254   MT  1.00001584   -0 34 31.1
 KC0651;SPC IL W     - 1,019,666.44  2,041,046.62   sFT  1.00001584   -0 34 31.1
 KC0651;UTM  15      - 4,369,968.136   665,880.746   MT  0.99993879   +1 13 33.0
 KC0651
 KC0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0651!SPC MO E     -   0.99996774  x   0.99996313  =   0.99993088
 KC0651!SPC IL W     -   0.99996774  x   1.00001584  =   0.99998358
 KC0651!UTM  15      -   0.99996774  x   0.99993879  =   0.99990654
 KC0651
 KC0651|---------------------------------------------------------------------|
 KC0651| PID    Reference Object                     Distance      Geod. Az  |
 KC0651|                                                           dddmmss.s |
 KC0651| CL9797 LOUISIANA RM 1                       53.955 METERS 01802     |
 KC0651| CL9800 LOUISIANA RM 4                       21.956 METERS 05142     |
 KC0651| CL9798 LOUISIANA RM 2                                     1200803.3 |
 KC0651| CL9799 LOUISIANA RM 3                       33.994 METERS 17143     |
 KC0651| KC0652 LOUISIANA RADIO KAH 202 MAST         74.312 METERS 17445     |
 KC0651| KC0653 BOWLING GREEN MUNICIPAL TOWER       APPROX.17.0 KM 2181211.8 |
 KC0651|---------------------------------------------------------------------|
 KC0651
 KC0651                          SUPERSEDED SURVEY CONTROL
 KC0651
 KC0651  NAD 83(1997)-  39 27 47.94957(N)    091 04 18.36239(W) AD(       ) 1
 KC0651  NAD 83(1986)-  39 27 47.95399(N)    091 04 18.36061(W) AD(       ) 1
 KC0651  NAD 27      -  39 27 47.78580(N)    091 04 17.86920(W) AD(       ) 1
 KC0651
 KC0651.Superseded values are not recommended for survey control.
 KC0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0651.See file dsdata.txt to determine how the superseded data were derived.
 KC0651
 KC0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD6588169968(NAD 83)
 KC0651_MARKER: DS = TRIANGULATION STATION DISK
 KC0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0651
 KC0651  HISTORY     - Date     Condition        Report By
 KC0651  HISTORY     - 1931     MONUMENTED       CGS
 KC0651  HISTORY     - 1939     GOOD             CGS
 KC0651  HISTORY     - 1958     GOOD             CGS
 KC0651  HISTORY     - 1967     GOOD             CGS
 KC0651  HISTORY     - 1975     GOOD             LOCENG
 KC0651  HISTORY     - 1988     GOOD             USE
 KC0651
 KC0651                          STATION DESCRIPTION
 KC0651
 KC0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0651'ABOUT 1-1/2 MILES NORTHWEST OF LOUISIANA, ON SOUTH SIDE OF
 KC0651'FRANKFORD PIKE, ON LAND OWNED BY MRS. NORA HENDERSON OF LOUISIANA,
 KC0651'ON HILL ABOUT ONE-HALF MILE DIRECTLY WEST OF KELLER LIMESTONE
 KC0651'QUARRIES, 116 METERS (381 FEET) NORTH OF GAS PIPE-LINE WHERE THIS
 KC0651'LINE CROSSES ROAD ON TOP OF THIS HILL, 20 METERS (66 FEET)
 KC0651'NORTHWEST OF TREE WITH TRIPLE TRUNK WHICH IS DIRECTLY WEST OF
 KC0651'THE ROAD, AND 21 METERS (69 FEET) WEST OF CENTER LINE OF ROAD.
 KC0651'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 KC0651'CONCRETE.  REFERENCE MARKS ARE
 KC0651'STANDARD REFERENCE DISKS IN CONCRETE, NO. 1 IS
 KC0651'AT EDGE OF CLUSTER OF TREES, 54.8 METERS (180 FEET) FROM
 KC0651'THE STATION.  NO. 2 IS AT FENCE LINE ON
 KC0651'EAST SIDE OF FRANKFORD PIKE, 50 METERS (164 FEET) SOUTH OF WHERE
 KC0651'GAS PIPELINE CROSSES PIKE, 5 METERS (16 FEET) SOUTH OF WOODEN
 KC0651'GATE, 10 METERS (33 FEET) EAST OF CENTER LINE OF PIKE,
 KC0651'AND APPROXIMATELY THREE-EIGHTHS MILE FROM STATION.
 KC0651'FINIAL OF LOOKOUT TOWER ON HILL NEAR KELLER QUARRIES
 KC0651'IS ONE-HALF MILE FROM STATION.
 KC0651
 KC0651                          STATION RECOVERY (1939)
 KC0651
 KC0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0651'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KC0651'(AZIMUTH MARK) WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KC0651'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE MARKS WERE
 KC0651'CHECKED IN THE FIELD AND THE MEASUREMENTS BELOW SHOULD BE
 KC0651'ACCEPTED AS CORRECT.
 KC0651'
 KC0651'STATION IS APPROXIMATELY 1-1/2 MILES NW OF LOUISIANA, ON THE
 KC0651'TOP OF A HILL 1/4 MILE W OF THE KELLER QUARRY, ON THE S SIDE OF
 KC0651'COUNTY HIGHWAY T (FRANKFORD PIKE), ABOUT 100 YARDS N OF THE
 KC0651'LOUISIANA DYNAMITE MAGAZINE, ABOUT 50 YARDS W OF A W.P.A.
 KC0651'DYNAMITE CAVE WHICH IS ON THE N SIDE OF THE PRIVATE ROAD
 KC0651'LEADING INTO THE STATION, 20 METERS NW OF A TREE WITH A TRIPLE
 KC0651'TRUNK WITH B.M. 794/6 PAINTED ON IT (THIS TREE IS ON THE W EDGE
 KC0651'OF THE PRIVATE ROAD ON THE E EDGE OF THE HILL), 21 METERS W
 KC0651'OF THE CENTER LINE OF THE ROAD, AND 7 METERS E OF A FENCE
 KC0651'LINE.
 KC0651'
 KC0651'THE STATION MARK PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 KC0651'STAMPED LOUISIANA 1931.
 KC0651'
 KC0651'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND ON THE N SLOPE
 KC0651'OF THE STATION HILL, PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 KC0651'STAMPED LOUISIANA R.M. NO. 1 1931.
 KC0651'
 KC0651'REFERENCE MARK NO. 2, (AZIMUTH MARK) IS APPROXIMATELY 0.35 MILE
 KC0651'ESE OF THE STATION, AT THE CENTER OF A SHARP CURVE IN THE
 KC0651'HIGHWAY, 10 METERS E OF THE CENTER LINE OF THE HIGHWAY, 4 METERS
 KC0651'(5 METERS IN ORIGINAL DESCRIPTION) S OF A WOODEN GATE, 2 METERS
 KC0651'N OF A POWER LINE POLE AT THE POINT WHERE THE POWER LINE MAKES
 KC0651'A S 90 DEG W,BEND AND 50 METERS S OF WHERE A GAS PIPE LINE CROSSES
 KC0651'THE HIGHWAY.  IT PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 KC0651'STAMPED LOUISIANA R.M. NO. 2 1931.
 KC0651'
 KC0651'REFERENCE MARK NO. 3 (1939) A STANDARD BRONZE DISK SET IN
 KC0651'CONCRETE AND IS SSE OF THE STATION, 16
 KC0651'METERS E OF A N-S FENCE LINE, AND 9-1/2 METERS W OF THE CENTER
 KC0651'LINE OF THE PRIVATE ROAD.  THE MARK PROJECTS 6 INCHES ABOVE THE
 KC0651'GROUND, AND IS STAMPED LOUISIANA NO. 3 1939.
 KC0651'
 KC0651'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE POSTS WHICH PROJECT
 KC0651'2-1/2 FEET ABOVE THE GROUND.
 KC0651'
 KC0651'THE FINIAL OF A SMALL HOUSE USED AS A LOOKOUT TOWER WAS OBSERVED.
 KC0651'IT IS ON THE W BLUFF OF THE MISSISSIPPI RIVER, APPROXIMATELY
 KC0651'1/2 MILE E OF THE STATION.
 KC0651'
 KC0651'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 KC0651'COUNTY HIGHWAY T AT THE W END OF THE CHAMP CLARK TOLL BRIDGE OVER
 KC0651'THE MISSISSIPPI RIVER, GO W AND NW ON COUNTY HIGHWAY T FOR 1.25
 KC0651'MILES TO A GATE (NOT LOCKED) ON THE LEFT (W) SIDE OF THE ROAD,
 KC0651'JUST BEFORE REACHING THE TOP OF THE GRADE, GO W THROUGH THE
 KC0651'GATE AND FOLLOW A PRIVATE ROAD UPHILL FOR 0.1 MILE TO THE
 KC0651'TRIPLE-TRUNKED TREE AND THE STATION TO THE NW ON THE HIGHEST
 KC0651'POINT OF THE HILL.
 KC0651'
 KC0651'A 37-FOOT TOWER AT LOUISIANA IS NEEDED TO SEE A 64-FOOT TOWER
 KC0651'AT ELDARA, 64-FOOT TOWER AT LANE, AND 50-FOOT TOWER AT LONG.
 KC0651
 KC0651                          STATION RECOVERY (1958)
 KC0651
 KC0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 KC0651'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 KC0651'CONDITION.  REFERENCE MARK 3 WAS FOUND IN GOOD CONDITION BUT NO
 KC0651'PREVIOUS RECORDS WERE AVAILABLE.  REFERENCE MARK 1 WAS PROBABLY
 KC0651'DESTROYED WHEN A GRAVELED ROAD WAS BUILT NEAR THE STATION.
 KC0651'REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.  THE DIRECTION
 KC0651'TO REFERENCE MARK 2 CHECKED.  THE REFERENCE POINTS TO THE
 KC0651'STATION AND REFERENCE MARK 2 DID NOT CHECK DUE TO ROAD
 KC0651'CONSTRUCTION.  A COMPLETE NEW TO REACH AND DESCRIPTION
 KC0651'FOLLOWS.
 KC0651'
 KC0651'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF LOUISIANA ON LAND
 KC0651'OWNED BY MRS. NORA HENDERSON OF LOUISIANA.  IT IS 77 FEET WEST
 KC0651'OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET SOUTHEAST OF A WHITE
 KC0651'WITNESS POST, 26 FEET EAST OF A WIRE FENCE, AND 29 FEET NORTHEAST
 KC0651'OF AN 18 INCH ASH TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 KC0651'DISK IS STAMPED LOUISIANA 1931.
 KC0651'
 KC0651'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 KC0651'STATE HIGHWAY 79 AT THE WESTERN END OF THE MISSISSIPPI RIVER
 KC0651'BRIDGE IN LOUISIANA, GO WEST AND NORTHWEST ON HIGHWAY 79 FOR
 KC0651'1.05 TO REFERENCE MARK 2 ON THE RIGHT.  CONTINUE NORTHWEST ON
 KC0651'HIGHWAY 79 FOR 0.25 MILE TO TOP OF GRADE AND GATE ON THE LEFT.
 KC0651'PASS THROUGH GATE AND GO WEST ON THE GRAVELED ROAD FOR 0.1 MILE
 KC0651'TO THE STATION ON THE RIGHT.
 KC0651'
 KC0651'REFERENCE MARK 2 IS 31 FEET EAST OF THE CENTERLINE OF STATE
 KC0651'HIGHWAY 79, 2 FEET NORTHWEST OF A WHITE WITNESS POST, 21 FEET
 KC0651'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL CONCRETE BLOCK
 KC0651'BUILDING, AND 4 FEET NORTHEAST OF A POWERLINE POLE.  THE MONUMENT
 KC0651'PROJECTS 2 INCHES AND THE DISK IS STAMPED LOUISIANA NO 2 1931.
 KC0651'
 KC0651'REFERENCE MARK 3 IS 34 FEET WEST OF THE CENTERLINE OF A GRAVELED
 KC0651'ROAD, 52 FEET EAST OF A WIRE FENCE, 113 FEET SOUTHEAST OF A WHITE
 KC0651'WITNESS POST, AND 127 FEET NORTH OF A POWERLINE POLE WITH
 KC0651'TRANSFORMER.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 KC0651'STAMPED LOUISIANA 1939 NO 3.
 KC0651'
 KC0651'REFERENCE MARK 4 IS 72 FEET NORTHEAST OF A WHITE WITNESS POST,
 KC0651'47 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 71 FEET
 KC0651'SOUTHEAST OF A 12 INCH BLACK WALNUT TREE, AND 42 FEET SOUTHWEST
 KC0651'OF A 20 INCH ELM TREE.
 KC0651'
 KC0651'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KC0651
 KC0651                          STATION RECOVERY (1967)
 KC0651
 KC0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 KC0651'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KC0651'CONDITION.  THE 1958 RECOVERY NOTES AND DESCRIPTION TO REACH IS
 KC0651'ADEQUATE FOR RECOVERY.
 KC0651'
 KC0651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NORTHWEST
 KC0651'LOUISIANA.
 KC0651
 KC0651                          STATION RECOVERY (1975)
 KC0651
 KC0651'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 KC0651'LOUISIANA 1931 RECOVERED GOOD - DESCRIPTION ADEQUATE.  LAND OWNED BY
 KC0651'A PIPELINE COMPANY.
 KC0651'
 KC0651'DISTANCE AND DIRECTION FROM NEAREST TOWN--WESTERN EDGE OF
 KC0651'LOUISIANA.
 KC0651
 KC0651                          STATION RECOVERY (1988)
 KC0651
 KC0651'RECOVERY NOTE BY US ENGINEERS 1988 (GA)
 KC0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0652 ***********************************************************************
 KC0652  DESIGNATION -  LOUISIANA RADIO KAH 202 MAST
 KC0652  PID         -  KC0652
 KC0652  STATE/COUNTY-  MO/PIKE
 KC0652  USGS QUAD   -  LOUISIANA (1991)
 KC0652
 KC0652                         *CURRENT SURVEY CONTROL
 KC0652  ___________________________________________________________________
 KC0652* NAD 83(1997)-  39 27 45.55004(N)    091 04 18.07765(W)     ADJUSTED  
 KC0652* NAVD 88     -                                                        
 KC0652  ___________________________________________________________________
 KC0652  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 KC0652  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KC0652
 KC0652  HORZ ORDER  -  THIRD
 KC0652
 KC0652.The horizontal coordinates were established by classical geodetic methods
 KC0652.and adjusted by the National Geodetic Survey in February 2000..
 KC0652
 KC0652
 KC0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0652
 KC0652.The geoid height was determined by GEOID03.
 KC0652
 KC0652;                    North         East     Units Scale Factor Converg.
 KC0652;SPC MO E     -   402,947.031   200,803.955   MT  0.99996312   -0 21 48.1
 KC0652;UTM  15      - 4,369,894.302   665,889.124   MT  0.99993883   +1 13 33.1
 KC0652
 KC0652                          SUPERSEDED SURVEY CONTROL
 KC0652
 KC0652  NAD 83(1997)-  39 27 45.54995(N)    091 04 18.07803(W) AD(       ) 4
 KC0652  NAD 83(1986)-  39 27 45.55444(N)    091 04 18.07623(W) AD(       ) 4
 KC0652  NAD 27      -  39 27 45.38500(N)    091 04 17.58400(W) AD(       ) 3
 KC0652
 KC0652.Superseded values are not recommended for survey control.
 KC0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0652.See file dsdata.txt to determine how the superseded data were derived.
 KC0652
 KC0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD6588969894(NAD 83)
 KC0652_MARKER: 42 = RADIO/TV MAST
 KC0652
 KC0652  HISTORY     - Date     Condition        Report By
 KC0652  HISTORY     - 1958     FIRST OBSERVED   CGS
 KC0652  HISTORY     - 1975     GOOD             LOCENG
 KC0652
 KC0652                          STATION DESCRIPTION
 KC0652
 KC0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 KC0652'THE STATION IS THE CENTER OF THE TOP OF THE MAST OWNED BY
 KC0652'THE MISSOURI EDISON COMPANY LOCATED ABOUT 1-1/2 MILES NORTHWEST
 KC0652'OF THE TOWN OF LOUISIANA.  THE MAST IS A UNIFORM CROSS-SECTION
 KC0652'STEEL STRUCTURE SUPPORTED BY GUY WIRES AND PAINTED SILVER.  THE
 KC0652'HEIGHT IS 145 FEET.
 KC0652'
 KC0652'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 KC0652'STATE HIGHWAY 79 AT THE WESTERN END OF THE MISSISSIPPI RIVER
 KC0652'BRIDGE IN LOUISIANA, GO WEST AND NORTHWEST FOR 1.3 MILE TO A
 KC0652'GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE AND GO WEST ON
 KC0652'THE GRAVELED ROAD FOR 0.15 MILE TO THE STATION.
 KC0652
 KC0652                          STATION RECOVERY (1975)
 KC0652
 KC0652'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 KC0652'INTERSECTION STATION RECOVERED GOOD.
 KC0652'
 KC0652'RECOVERED AS DESCRIBED BY G.W.M. IN 1958.
 KC0652'
 KC0652'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NW OF LOUISIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1547 ***********************************************************************
 JC1547  DESIGNATION -  LOURS CREEK SPIRE
 JC1547  PID         -  JC1547
 JC1547  STATE/COUNTY-  MO/OSAGE
 JC1547  USGS QUAD   -  LOOSE CREEK (1975)
 JC1547
 JC1547                         *CURRENT SURVEY CONTROL
 JC1547  ___________________________________________________________________
 JC1547* NAD 83(1997)-  38 30 35.27539(N)    091 56 56.19088(W)     ADJUSTED  
 JC1547* NAVD 88     -                                                        
 JC1547  ___________________________________________________________________
 JC1547  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 JC1547  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JC1547
 JC1547  HORZ ORDER  -  THIRD
 JC1547
 JC1547.The horizontal coordinates were established by classical geodetic methods
 JC1547.and adjusted by the National Geodetic Survey in February 2000..
 JC1547
 JC1547
 JC1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1547
 JC1547.The geoid height was determined by GEOID03.
 JC1547
 JC1547;                    North         East     Units Scale Factor Converg.
 JC1547;SPC MO C     -   297,160.688   548,060.772   MT  0.99996177   +0 20 35.2
 JC1547;UTM  15      - 4,262,904.097   591,638.779   MT  0.99970341   +0 39 16.1
 JC1547
 JC1547                          SUPERSEDED SURVEY CONTROL
 JC1547
 JC1547  NAD 83(1986)-  38 30 35.28647(N)    091 56 56.19636(W) AD(       ) 4
 JC1547  NAD 27      -  38 30 35.15000(N)    091 56 55.56000(W) AD(       ) 3
 JC1547
 JC1547.Superseded values are not recommended for survey control.
 JC1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1547.See file dsdata.txt to determine how the superseded data were derived.
 JC1547
 JC1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC9163962904(NAD 83)
 JC1547_MARKER: 90 = CHURCH SPIRE
 JC1547
 JC1547  HISTORY     - Date     Condition        Report By
 JC1547  HISTORY     - 1879     FIRST OBSERVED   CGS
 JC1547  HISTORY     - 1935     GOOD             CGS
 JC1547
 JC1547                          STATION DESCRIPTION
 JC1547
 JC1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (HWB)
 JC1547'THE 50-FOOT SPIRE OF SMALL BRICK CATHOLIC CHURCH AT LOURS
 JC1547'CREEK.
 JC1547
 JC1547                          STATION RECOVERY (1935)
 JC1547
 JC1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JC1547'THE NAME OF THIS STATION HAS BEEN MISSPELLED.  IT SHOULD BE
 JC1547'LOOSE CREEK, SPIRE.  ORIGINAL SPIRE WAS OF WOOD CONSTRUCTION
 JC1547'AND SET ON A BRICK TOWER ABOVE CHURCH ABOUT 75 FEET HIGH.
 JC1547'THE SPIRE WAS REPLACED ABOUT 1900 WITH ONE COVERED WITH SHEET
 JC1547'IRON, AND SET ON ORIGINAL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0665 ***********************************************************************
 KC0665  DESIGNATION -  LOUTRE
 KC0665  PID         -  KC0665
 KC0665  STATE/COUNTY-  MO/CALLAWAY
 KC0665  USGS QUAD   -  MARTINSBURG (1984)
 KC0665
 KC0665                         *CURRENT SURVEY CONTROL
 KC0665  ___________________________________________________________________
 KC0665* NAD 83(1997)-  39 00 53.17554(N)    091 38 09.27929(W)     ADJUSTED  
 KC0665* NAVD 88     -       242.5    (meters)     796.     (feet)  VERTCON   
 KC0665  ___________________________________________________________________
 KC0665  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 KC0665  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KC0665
 KC0665  HORZ ORDER  -  SECOND
 KC0665
 KC0665.The horizontal coordinates were established by classical geodetic methods
 KC0665.and adjusted by the National Geodetic Survey in February 2000..
 KC0665
 KC0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0665
 KC0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0665
 KC0665.The geoid height was determined by GEOID03.
 KC0665
 KC0665;                    North         East     Units Scale Factor Converg.
 KC0665;SPC MO C     -   353,425.739   574,832.971   MT  1.00000226   +0 32 38.4
 KC0665;UTM  15      - 4,319,300.819   618,096.643   MT  0.99977173   +0 51 31.8
 KC0665
 KC0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0665!SPC MO C     -   0.99996703  x   1.00000226  =   0.99996929
 KC0665!UTM  15      -   0.99996703  x   0.99977173  =   0.99973876
 KC0665
 KC0665:                Primary Azimuth Mark                     Grid Az
 KC0665:SPC MO C     -  WELLS                                    075 31 44.6
 KC0665:UTM  15      -  WELLS                                    075 12 51.2
 KC0665
 KC0665|---------------------------------------------------------------------|
 KC0665| PID    Reference Object                     Distance      Geod. Az  |
 KC0665|                                                           dddmmss.s |
 KC0665| KC0664 WELLS                               APPROX. 7.6 KM 0760423.0 |
 KC0665| CL9801 LOUTRE RM 1                          16.980 METERS 08936     |
 KC0665| CL9802 LOUTRE RM 2                          19.535 METERS 18401     |
 KC0665|---------------------------------------------------------------------|
 KC0665
 KC0665                          SUPERSEDED SURVEY CONTROL
 KC0665
 KC0665  NAD 83(1997)-  39 00 53.19050(N)    091 38 09.28161(W) AD(       ) 2
 KC0665  NAD 83(1986)-  39 00 53.19158(N)    091 38 09.28342(W) AD(       ) 2
 KC0665  NAD 27      -  39 00 53.05329(N)    091 38 08.68824(W) AD(       ) 2
 KC0665  NGVD 29 (07/19/86)  242.5    (m)          796.     (f) VERT ANG       
 KC0665
 KC0665.Superseded values are not recommended for survey control.
 KC0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0665.See file dsdata.txt to determine how the superseded data were derived.
 KC0665
 KC0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD1809719301(NAD 83)
 KC0665_MARKER: DD = SURVEY DISK
 KC0665_SETTING: 0 = UNSPECIFIED SETTING
 KC0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0665+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2002
 KC0665
 KC0665  HISTORY     - Date     Condition        Report By
 KC0665  HISTORY     - 1970     MONUMENTED       USGS
 KC0665  HISTORY     - 20020424 GOOD             INDIV
 KC0665
 KC0665                          STATION DESCRIPTION
 KC0665
 KC0665'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 KC0665'THE STATION IS LOCATED ABOUT 4 MI S. AND 3.5 MI W. OF WELLSVILLE,
 KC0665'ABOUT 7 MI W. AND 2 MI N. OF MONTGOMERY CITY, NEAR THE COR. OF
 KC0665'SECS. 13, 18, 19 AND 24, T. 49 N., R. 6 AND 7 W., AND IN THE
 KC0665'RIGHT-OF-WAY OF CO. HWY. ZZ.
 KC0665'
 KC0665'TO REACH THE STATION FROM THE POST OFFICE AT MONTGOMERY CITY,
 KC0665'DRIVE N. ON STATE HWY. 19 FOR 0.65 MI TO THE JCT. OF CO. HWY. B,
 KC0665'TURN LEFT AND DRIVE W. ON CO. HWY. B FOR 7.0 MI TO THE JCT. OF
 KC0665'CO. HW. ZZ, TURN RIGHT AND DRIVE N. FOR 1.1 MI TO THE STATION ON
 KC0665'THE LEFT.
 KC0665'
 KC0665'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED LOUTRE
 KC0665'1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 KC0665'WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 KC0665'
 KC0665'STATION MARK IS 28.5 FT W. OF THE CENTER OF CO. HWY. ZZ, 451 FT
 KC0665'N. OF THE JCT. OF A DRIVE E. TO A SMALL HOUSE, AND 2.5 FT E. OF
 KC0665'A FENCE AND METAL WITNESS POST.
 KC0665'
 KC0665'REFERENCE MARK 1 IS 55.71 FT (16.980 M.) E. OF STATION, AT W. EDGE
 KC0665'OF ROSE HEDGE AND 29.4 FT E. OF THE CENTER OF THE RD.
 KC0665'
 KC0665'REFERENCE MARK 2 IS 64.09 FT (19.535 M.) S. OF STATION, 30 FT W. OF
 KC0665'THE CENTER OF THE RD. AND 1 FT E. OF THE RIGHT-OF-WAY FENCE.
 KC0665'
 KC0665'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 88.14 FT
 KC0665'(26.865 M.)
 KC0665'
 KC0665'MARTINSBURG MUNICIPAL WATER TANK IS VISIBLE FROM GROUND AND WAS
 KC0665'OBSERVED UPON FOR USE AS AN AZIMUTH MARK.
 KC0665
 KC0665                          STATION RECOVERY (2002)
 KC0665
 KC0665'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RSL)
 KC0665'RECOVERED AS DESCRIBED. THE DRIVE 451 FEET SOUTH OF THE STATION LEADS
 KC0665'TO MR MEYERS HOUSE.THE FIELD TO THE WEST OF THE STATION IS IN WARM
 KC0665'SEASON GRASS AND TO THE EAST ACROSS HWY ZZ IS A CROP FIELD.THE STATION
 KC0665'CAN BE USED FOR GPS. MO PLS 2001015258
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0944 ***********************************************************************
 HD0944  DESIGNATION -  LOVE
 HD0944  PID         -  HD0944
 HD0944  STATE/COUNTY-  MO/CEDAR
 HD0944  USGS QUAD   -  ROSCOE (1991)
 HD0944
 HD0944                         *CURRENT SURVEY CONTROL
 HD0944  ___________________________________________________________________
 HD0944* NAD 83(1997)-  37 53 24.48668(N)    093 51 54.97864(W)     ADJUSTED  
 HD0944* NAVD 88     -       292.267  (meters)     958.88   (feet)  ADJUSTED  
 HD0944  ___________________________________________________________________
 HD0944  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 HD0944  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HD0944  DYNAMIC HT  -         292.048 (meters)     958.16  (feet)  COMP
 HD0944  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 HD0944
 HD0944  HORZ ORDER  -  THIRD
 HD0944  VERT ORDER  -  SECOND    CLASS 0
 HD0944
 HD0944.The horizontal coordinates were established by classical geodetic methods
 HD0944.and adjusted by the National Geodetic Survey in February 2000..
 HD0944
 HD0944.The orthometric height was determined by differential leveling
 HD0944.and adjusted by the National Geodetic Survey in June 1991..
 HD0944
 HD0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0944
 HD0944.The geoid height was determined by GEOID03.
 HD0944
 HD0944.The dynamic height is computed by dividing the NAVD 88
 HD0944.geopotential number by the normal gravity value computed on the
 HD0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0944.degrees latitude (g = 980.6199 gals.).
 HD0944
 HD0944.The modeled gravity was interpolated from observed gravity values.
 HD0944
 HD0944;                    North         East     Units Scale Factor Converg.
 HD0944;SPC MO W     -   191,446.107   905,829.804   MT  0.99997955   +0 23 23.4
 HD0944;UTM  15      - 4,193,978.244   423,917.531   MT  0.99967129   -0 31 53.2
 HD0944
 HD0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0944!SPC MO W     -   0.99995908  x   0.99997955  =   0.99993863
 HD0944!UTM  15      -   0.99995908  x   0.99967129  =   0.99963038
 HD0944
 HD0944|---------------------------------------------------------------------|
 HD0944| PID    Reference Object                     Distance      Geod. Az  |
 HD0944|                                                           dddmmss.s |
 HD0944| HD0943 LOVE RM 1                            28.883 METERS 03342     |
 HD0944| HD0946 LOVE AZ MK                                         1463346.1 |
 HD0944| HD0945 LOVE RM 2                            24.144 METERS 27010     |
 HD0944|---------------------------------------------------------------------|
 HD0944
 HD0944                          SUPERSEDED SURVEY CONTROL
 HD0944
 HD0944  NAD 83(1997)-  37 53 24.48717(N)    093 51 54.97864(W) AD(       ) 3
 HD0944  NAD 83(1997)-  37 53 24.49600(N)    093 51 54.97801(W) AD(       ) 3
 HD0944  NAD 83(1986)-  37 53 24.49688(N)    093 51 54.97673(W) AD(       ) 3
 HD0944  NAD 27      -  37 53 24.37718(N)    093 51 54.21020(W) AD(       ) 3
 HD0944  NGVD 29 (??/??/92)  292.156  (m)          958.52   (f) ADJ UNCH    2 0
 HD0944
 HD0944.Superseded values are not recommended for survey control.
 HD0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0944.See file dsdata.txt to determine how the superseded data were derived.
 HD0944
 HD0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB2391893978(NAD 83)
 HD0944_MARKER: DS = TRIANGULATION STATION DISK
 HD0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0944_STAMPING: LOVE 1962
 HD0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0944+STABILITY: SURFACE MOTION
 HD0944
 HD0944  HISTORY     - Date     Condition        Report By
 HD0944  HISTORY     - 1962     MONUMENTED       CGS
 HD0944  HISTORY     - 1962     GOOD             CGS
 HD0944  HISTORY     - 1973     MARK NOT FOUND   USE
 HD0944
 HD0944                          STATION DESCRIPTION
 HD0944
 HD0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (PB)
 HD0944'THE STATION IS LOCATED ABOUT 6 MILES SOUTH AND 3 MILES WEST OF
 HD0944'ROSCOE, 1-1/2 MILES EAST AND 1 MILE NORTH OF CEDAR SPRINGS,
 HD0944'ON APPROXIMATELY THE HIGHEST POINT OF A LOW HILL IN PASTURE
 HD0944'LAND OWNED BY MR. HAROLD MARQUIS OF ELDORADO SPRINGS.
 HD0944'
 HD0944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52
 HD0944'AND COUNTY ROUTE DD IN CEDAR SPRINGS, FOLLOW U.S. HIGHWAY
 HD0944'52 EASTERLY FOR 1.9 MILES TO A CROSSROAD.  TURN LEFT, NORTH,
 HD0944'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST, SIDE OF
 HD0944'THE ROAD.  CONTINUE AHEAD, NORTH, WEST, NORTH, AND WEST
 HD0944'FOR 0.7 MILE TO A WIRE GATE ON THE LEFT, SOUTH, SIDE OF THE
 HD0944'ROAD.  TURN LEFT, PASS THROUGH THE GATE, AND FOLLOW THE TRACK
 HD0944'ROAD SOUTHWEST FOR 0.05 MILE TO THE STATION ON THE LEFT,
 HD0944'SOUTHEAST, SIDE OF THE ROAD.
 HD0944'
 HD0944'THE STATION MARK, STAMPED LOVE 1962, IS A STANDARD DISK
 HD0944'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS
 HD0944'FLUSH WITH THE GROUND.  IT IS 18 FEET SOUTHEAST OF THE CENTER
 HD0944'OF THE TRACK ROAD AND 4.5 FEET WEST OF THE WITNESS POST.
 HD0944'
 HD0944'REFERENCE MARK NO. 1, STAMPED LOVE NO 1 1962, IS A STANDARD
 HD0944'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 HD0944'IS FLUSH WITH THE GROUND.  IT IS 6 FEET NORTHWEST OF THE
 HD0944'CENTER OF THE TRACK ROAD AND 91.7 FEET NORTHEAST OF THE
 HD0944'WITNESS POST.
 HD0944'
 HD0944'REFERENCE MARK NO. 2, STAMPED LOVE NO 2 1962, IS A STANDARD
 HD0944'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 HD0944'IS FLUSH WITH THE GROUND.  IT IS 37 FEET NORTHWEST OF THE
 HD0944'CENTER OF THE TRACK ROAD AND 83.7 FEET WEST OF THE WITNESS POST.
 HD0944'
 HD0944'THE AZIMUTH MARK, STAMPED LOVE 1962, IS A STANDARD DISK SET
 HD0944'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 HD0944'2 INCHES.  IT IS 17 FEET EAST OF THE CENTER OF THE ROAD,
 HD0944'1 FOOT WEST OF A FENCE, AND 2.6 FEET NORTHWEST OF A WITNESS
 HD0944'POST.
 HD0944
 HD0944                          STATION RECOVERY (1962)
 HD0944
 HD0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HD0944'3.1 MI NE FROM CEDAR SPRINGS.
 HD0944'2.0 MILES EAST-NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0944'OF U.S. HIGHWAY 54, STATE HIGHWAY 39 AND COUNTY ROAD DD AT CEDAR
 HD0944'SPRINGS, THENCE 0.55 MILE NORTH ALONG A DIRT ROAD, THENCE 0.25
 HD0944'MILE WEST ALONG A DIRT ROAD, THENCE 0.25 MILE NORTH ALONG A DIRT
 HD0944'ROAD, THENCE 0.05 MILE WEST ALONG A DIRT ROAD TO A WIRE GATE ON THE
 HD0944'SOUTH SIDE OF THE ROAD AND A WOODEN GATE ON THE NORTH SIDE OF THE
 HD0944'ROAD, 0.05 MILE SOUTH OF A FARMHOUSE, 104 YARDS SOUTH OF A WIRE
 HD0944'GATE, 17 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL ROAD, 95.0
 HD0944'FEET SOUTH OF LOVE R.M. 1, 79.2 FEET EAST OF LOVE R.M. 2, 4.5
 HD0944'FEET WEST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 HD0944'POST FLUSH WITH THE GROUND.
 HD0944
 HD0944                          STATION RECOVERY (1973)
 HD0944
 HD0944'RECOVERY NOTE BY US ENGINEERS 1973 (RLA)
 HD0944'LOVE 1962 NOT RECOVERED - EXTENSIVE DOZING AND LAND CLEARING.
 HD0944'
 HD0944'REF MARK NO. 1 NOT RECOVERED.
 HD0944'
 HD0944'REF MARK NO. 2 NOT RECOVERED.
 HD0944'
 HD0944'AZIMUTH MARK RECOVERED GOOD - WITH WITNESS POST.
 HD0944'
 HD0944'WITNESS POST FOUND LYING IN SPOILS PILE DESTROYED LOVE AND BOTH
 HD0944'REF MARKS.
 HD0944'
 HD0944'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI. AND 1 MI. N. OF
 HD0944'CEDAR SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0946 ***********************************************************************
 HD0946  DESIGNATION -  LOVE AZ MK
 HD0946  PID         -  HD0946
 HD0946  STATE/COUNTY-  MO/CEDAR
 HD0946  USGS QUAD   -  ROSCOE (1991)
 HD0946
 HD0946                         *CURRENT SURVEY CONTROL
 HD0946  ___________________________________________________________________
 HD0946* NAD 83(1986)-  37 52 59.     (N)    093 51 34.     (W)     SCALED    
 HD0946* NAVD 88     -       267.910  (meters)     878.97   (feet)  ADJUSTED  
 HD0946  ___________________________________________________________________
 HD0946  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 HD0946  DYNAMIC HT  -         267.710 (meters)     878.31  (feet)  COMP
 HD0946  MODELED GRAV-     979,874.6   (mgal)                       NAVD 88
 HD0946
 HD0946  VERT ORDER  -  SECOND    CLASS 0
 HD0946
 HD0946.The horizontal coordinates were scaled from a topographic map and have
 HD0946.an estimated accuracy of +/- 6 seconds.
 HD0946
 HD0946.The orthometric height was determined by differential leveling
 HD0946.and adjusted by the National Geodetic Survey in June 1991..
 HD0946
 HD0946.The geoid height was determined by GEOID03.
 HD0946
 HD0946.The dynamic height is computed by dividing the NAVD 88
 HD0946.geopotential number by the normal gravity value computed on the
 HD0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0946.degrees latitude (g = 980.6199 gals.).
 HD0946
 HD0946.The modeled gravity was interpolated from observed gravity values.
 HD0946
 HD0946;                    North         East    Units  Estimated Accuracy
 HD0946;SPC MO W     -   190,660.      906,350.      MT  (+/- 180 meters Scaled)
 HD0946
 HD0946                          SUPERSEDED SURVEY CONTROL
 HD0946
 HD0946  NGVD 29 (??/??/92)  267.800  (m)          878.61   (f) ADJ UNCH    2 0
 HD0946
 HD0946.Superseded values are not recommended for survey control.
 HD0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0946.See file dsdata.txt to determine how the superseded data were derived.
 HD0946
 HD0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB244931(NAD 83)
 HD0946_MARKER: DZ = AZIMUTH MARK DISK
 HD0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0946_STAMPING: LOVE 1962
 HD0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0946+STABILITY: SURFACE MOTION
 HD0946
 HD0946  HISTORY     - Date     Condition        Report By
 HD0946  HISTORY     - 1962     MONUMENTED       CGS
 HD0946  HISTORY     - 1963     GOOD             NGS
 HD0946
 HD0946                          STATION DESCRIPTION
 HD0946
 HD0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HD0946'2.2 MI NE FROM CEDAR SPRINGS.
 HD0946'2.0 MILES EAST-NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 HD0946'INTERSECTION OF U.S. HIGHWAY 54, STATE HIGHWAY 39 AND COUNTY
 HD0946'ROAD DD AT CEDAR SPRINGS, THENCE 0.25 MILE NORTH ALONG A DIRT
 HD0946'ROAD, IN SECTION 13, T 36 N, R 27 W, 17 FEET EAST OF THE CENTER
 HD0946'LINE OF THE ROAD, 83 FEET NORTH OF AND ACROSS THE ROAD FROM A
 HD0946'POWER POLE, 1 1/2 FEET WEST OF A FENCE, 2.5 FEET NORTHWEST OF
 HD0946'A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 HD0946'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HD0946
 HD0946                          STATION RECOVERY (1963)
 HD0946
 HD0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HD0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0943 ***********************************************************************
 HD0943  DESIGNATION -  LOVE RM 1
 HD0943  PID         -  HD0943
 HD0943  STATE/COUNTY-  MO/CEDAR
 HD0943  USGS QUAD   -  ROSCOE (1991)
 HD0943
 HD0943                         *CURRENT SURVEY CONTROL
 HD0943  ___________________________________________________________________
 HD0943* NAD 83(1986)-  37 53 24.     (N)    093 51 55.     (W)     SCALED    
 HD0943* NAVD 88     -       291.555  (meters)     956.54   (feet)  ADJUSTED  
 HD0943  ___________________________________________________________________
 HD0943  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HD0943  DYNAMIC HT  -         291.337 (meters)     955.83  (feet)  COMP
 HD0943  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 HD0943
 HD0943  VERT ORDER  -  SECOND    CLASS 0
 HD0943
 HD0943.The horizontal coordinates were scaled from a topographic map and have
 HD0943.an estimated accuracy of +/- 6 seconds.
 HD0943
 HD0943.The orthometric height was determined by differential leveling
 HD0943.and adjusted by the National Geodetic Survey in June 1991..
 HD0943
 HD0943.The geoid height was determined by GEOID03.
 HD0943
 HD0943.The dynamic height is computed by dividing the NAVD 88
 HD0943.geopotential number by the normal gravity value computed on the
 HD0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0943.degrees latitude (g = 980.6199 gals.).
 HD0943
 HD0943.The modeled gravity was interpolated from observed gravity values.
 HD0943
 HD0943;                    North         East    Units  Estimated Accuracy
 HD0943;SPC MO W     -   191,430.      905,830.      MT  (+/- 180 meters Scaled)
 HD0943
 HD0943                          SUPERSEDED SURVEY CONTROL
 HD0943
 HD0943  NGVD 29 (??/??/92)  291.445  (m)          956.18   (f) ADJ UNCH    2 0
 HD0943
 HD0943.Superseded values are not recommended for survey control.
 HD0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0943.See file dsdata.txt to determine how the superseded data were derived.
 HD0943
 HD0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB239939(NAD 83)
 HD0943_MARKER: DR = REFERENCE MARK DISK
 HD0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0943_STAMPING: LOVE NO 1 1962
 HD0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0943+STABILITY: SURFACE MOTION
 HD0943
 HD0943  HISTORY     - Date     Condition        Report By
 HD0943  HISTORY     - 1962     MONUMENTED       CGS
 HD0943
 HD0943                          STATION DESCRIPTION
 HD0943
 HD0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HD0943'3.1 MI NE FROM CEDAR SPRINGS.
 HD0943'2.0 MILES EAST-NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0943'OF U.S. HIGHWAY 54, STATE HIGHWAY 39 AND COUNTY ROAD DD AT
 HD0943'CEDAR SPRINGS, THENCE 0.55 MILE NORTH ALONG A DIRT ROAD, THENCE
 HD0943'0.25 MILE WEST ALONG A DIRT ROAD, THENCE 0.25 MILE NORTH ALONG A
 HD0943'DIRT ROAD, THENCE 0.05 MILE WEST ALONG A DIRT ROAD TO A WIRE
 HD0943'GATE ON THE SOUTH SIDE OF THE ROAD AND A WOODEN GATE ON THE NORTH
 HD0943'SIDE OF THE ROAD, 0.05 MILE SOUTH OF A FARMHOUSE, 72 YARDS
 HD0943'SOUTHWEST OF THE WIRE GATE, 95.0 FEET NORTH OF LOVE 1962 8 FEET
 HD0943'NORTHWEST OF THE CENTER LINE OF A TRAIL ROAD, AND SET IN THE
 HD0943'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0945 ***********************************************************************
 HD0945  DESIGNATION -  LOVE RM 2
 HD0945  PID         -  HD0945
 HD0945  STATE/COUNTY-  MO/CEDAR
 HD0945  USGS QUAD   -  ROSCOE (1991)
 HD0945
 HD0945                         *CURRENT SURVEY CONTROL
 HD0945  ___________________________________________________________________
 HD0945* NAD 83(1986)-  37 53 24.     (N)    093 51 55.     (W)     SCALED    
 HD0945* NAVD 88     -       291.661  (meters)     956.89   (feet)  ADJUSTED  
 HD0945  ___________________________________________________________________
 HD0945  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HD0945  DYNAMIC HT  -         291.443 (meters)     956.18  (feet)  COMP
 HD0945  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 HD0945
 HD0945  VERT ORDER  -  SECOND    CLASS 0
 HD0945
 HD0945.The horizontal coordinates were scaled from a topographic map and have
 HD0945.an estimated accuracy of +/- 6 seconds.
 HD0945
 HD0945.The orthometric height was determined by differential leveling
 HD0945.and adjusted by the National Geodetic Survey in June 1991..
 HD0945
 HD0945.The geoid height was determined by GEOID03.
 HD0945
 HD0945.The dynamic height is computed by dividing the NAVD 88
 HD0945.geopotential number by the normal gravity value computed on the
 HD0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0945.degrees latitude (g = 980.6199 gals.).
 HD0945
 HD0945.The modeled gravity was interpolated from observed gravity values.
 HD0945
 HD0945;                    North         East    Units  Estimated Accuracy
 HD0945;SPC MO W     -   191,430.      905,830.      MT  (+/- 180 meters Scaled)
 HD0945
 HD0945                          SUPERSEDED SURVEY CONTROL
 HD0945
 HD0945  NGVD 29 (??/??/92)  291.550  (m)          956.53   (f) ADJ UNCH    2 0
 HD0945
 HD0945.Superseded values are not recommended for survey control.
 HD0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0945.See file dsdata.txt to determine how the superseded data were derived.
 HD0945
 HD0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB239939(NAD 83)
 HD0945_MARKER: DR = REFERENCE MARK DISK
 HD0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0945_STAMPING: LOVE NO 2 1962
 HD0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0945+STABILITY: SURFACE MOTION
 HD0945
 HD0945  HISTORY     - Date     Condition        Report By
 HD0945  HISTORY     - 1962     MONUMENTED       CGS
 HD0945
 HD0945                          STATION DESCRIPTION
 HD0945
 HD0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HD0945'3.1 MI NE FROM CEDAR SPRINGS.
 HD0945'2.0 MILES EAST-NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0945'OF U.S. HIGHWAY 54, STATE HIGHWAY 39 AND COUNTY ROAD DD AT
 HD0945'CEDAR SPRINGS, THENCE 0.55 MILE NORTH ALONG A DIRT ROAD, THENCE
 HD0945'0.25 MILE WEST ALONG A DIRT ROAD, THENCE 0.25 MILE NORTH ALONG
 HD0945'A DIRT ROAD, THENCE 0.05 MILE WEST ALONG A DIRT ROAD TO A WIRE
 HD0945'GATE ON THE SOUTH SIDE OF THE ROAD AND A WOODEN GATE ON THE NORTH
 HD0945'SIDE OF THE ROAD, 0.05 MILE SOUTH OF A FARMHOUSE, 125 YARDS SOUTH
 HD0945'OF THE WIRE GATE, 79.2 FEET WEST OF LOVE 1962, 37 FEET NORTHWEST
 HD0945'OF THE CENTER LINE OF A TRAIL ROAD, AND SET IN THE TOP OF A
 HD0945'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1506 ***********************************************************************
 JD1506  DESIGNATION -  LOWRY
 JD1506  PID         -  JD1506
 JD1506  STATE/COUNTY-  MO/ST CLAIR
 JD1506  USGS QUAD   -  LOWRY CITY (1991)
 JD1506
 JD1506                         *CURRENT SURVEY CONTROL
 JD1506  ___________________________________________________________________
 JD1506* NAD 83(1997)-  38 10 36.80629(N)    093 43 49.00886(W)     ADJUSTED  
 JD1506* NAVD 88     -       277.237  (meters)     909.57   (feet)  ADJUSTED  
 JD1506  ___________________________________________________________________
 JD1506  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 JD1506  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JD1506  DYNAMIC HT  -         277.038 (meters)     908.92  (feet)  COMP
 JD1506  MODELED GRAV-     979,905.1   (mgal)                       NAVD 88
 JD1506
 JD1506  HORZ ORDER  -  SECOND
 JD1506  VERT ORDER  -  SECOND    CLASS 0
 JD1506
 JD1506.The horizontal coordinates were established by classical geodetic methods
 JD1506.and adjusted by the National Geodetic Survey in February 2000..
 JD1506
 JD1506.The orthometric height was determined by differential leveling
 JD1506.and adjusted by the National Geodetic Survey in June 1991..
 JD1506
 JD1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1506
 JD1506.The geoid height was determined by GEOID03.
 JD1506
 JD1506.The dynamic height is computed by dividing the NAVD 88
 JD1506.geopotential number by the normal gravity value computed on the
 JD1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1506.degrees latitude (g = 980.6199 gals.).
 JD1506
 JD1506.The modeled gravity was interpolated from observed gravity values.
 JD1506
 JD1506;                    North         East     Units Scale Factor Converg.
 JD1506;SPC MO W     -   223,363.340   917,440.182   MT  0.99999717   +0 28 32.8
 JD1506;UTM  15      - 4,225,693.659   436,037.250   MT  0.99965039   -0 27 05.0
 JD1506
 JD1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1506!SPC MO W     -   0.99996153  x   0.99999717  =   0.99995870
 JD1506!UTM  15      -   0.99996153  x   0.99965039  =   0.99961193
 JD1506
 JD1506|---------------------------------------------------------------------|
 JD1506| PID    Reference Object                     Distance      Geod. Az  |
 JD1506|                                                           dddmmss.s |
 JD1506| JD1505 LOWRY RM 1                           19.356 METERS 07901     |
 JD1506| JD1503 LOWRY AZ MK                                        0893655.8 |
 JD1506| JD2735 MONTROSE STA KC PWR LT W STACK      APPROX.23.3 KM 3094940.4 |
 JD1506| JD2737 LA DUE KC PWR AND LT CO STACK       APPROX.23.2 KM 3095332.0 |
 JD1506| JD2730 DEEPWATER MUNICIPAL TANK            APPROX.10.0 KM 3385832.0 |
 JD1506| JD2729 DEEPWATER DICKEYS CLAY PLT TK       APPROX. 9.7 KM 3413635.6 |
 JD1506| JD1504 LOWRY RM 2                           22.223 METERS 35152     |
 JD1506|---------------------------------------------------------------------|
 JD1506
 JD1506                          SUPERSEDED SURVEY CONTROL
 JD1506
 JD1506  NAD 83(1997)-  38 10 36.80731(N)    093 43 49.00806(W) AD(       ) 2
 JD1506  NAD 83(1997)-  38 10 36.81627(N)    093 43 49.00715(W) AD(       ) 2
 JD1506  NAD 83(1986)-  38 10 36.81570(N)    093 43 49.00705(W) AD(       ) 2
 JD1506  NAD 27      -  38 10 36.71850(N)    093 43 48.24650(W) AD(       ) 2
 JD1506  NGVD 29 (??/??/92)  277.120  (m)          909.18   (f) ADJ UNCH    2 0
 JD1506
 JD1506.Superseded values are not recommended for survey control.
 JD1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1506.See file dsdata.txt to determine how the superseded data were derived.
 JD1506
 JD1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3603725694(NAD 83)
 JD1506_MARKER: DS = TRIANGULATION STATION DISK
 JD1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1506_STAMPING: LOWRY 1948
 JD1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1506+STABILITY: SURFACE MOTION
 JD1506
 JD1506  HISTORY     - Date     Condition        Report By
 JD1506  HISTORY     - 1948     MONUMENTED       CGS
 JD1506  HISTORY     - 1962     GOOD             NGS
 JD1506  HISTORY     - 1963     GOOD             CGS
 JD1506
 JD1506                          STATION DESCRIPTION
 JD1506
 JD1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD1506'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF LOWRY CITY,
 JD1506'IN THE FARM YARD OWNED BY MR. CALVIN HAVILAND.  IT IS IN THE
 JD1506'NORTHEAST SECTION OF THE LOT NORTH OF THE FARM HOUSE, 72 FEET
 JD1506'SOUTH OF AN EAST-WEST FENCE LINE, 39 FEET WEST OF THE CENTER OF
 JD1506'THE DRIVEWAY LEADING SOUTH TO THE HOUSE AND 63 FEET NORTH OF A
 JD1506'LARGE TREE.  IT IS STAMPED LOWRY 1948 AND IS FLUSH WITH THE
 JD1506'GROUND.
 JD1506'
 JD1506'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF A FENCE CORNER, 25 FEET
 JD1506'EAST OF THE CENTER OF THE DRIVEWAY AND 1 FOOT WEST OF A
 JD1506'NORTH-SOUTH FENCE LINE.  IT IS STAMPED LOWRY NO 1 1948 AND IS
 JD1506'FLUSH WITH THE GROUND.
 JD1506'
 JD1506'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF THE FARM YARD AND
 JD1506'1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LOWRY
 JD1506'NO 2 1948 AND IS FLUSH WITH THE GROUND.
 JD1506'
 JD1506'THE AZIMUTH MARK IS 36 FEET SOUTH OF THE CENTER OF THE ROAD
 JD1506'LEADING TO THE FARM HOUSE AND 17 FEET WEST OF THE CENTER OF
 JD1506'STATE HIGHWAY 13.  IT IS SET IN A DRILL HOLE IN THE WEST END
 JD1506'OF A CONCRETE CULVERT.  IT IS STAMPED LOWRY 1948.
 JD1506'
 JD1506'TO REACH THE STATION FROM LOWRY CITY, GO NORTH ON STATE HIGHWAY
 JD1506'13 FOR 2.4 MILES TO A FARM ROAD LEFT AND THE AZIMUTH MARK ON THE
 JD1506'LEFT AS DESCRIBED.  TURN LEFT, WEST, ON FARM ROAD AND GO 0.3
 JD1506'MILE TO THE FARM HOUSE AND THE STATION AS DESCRIBED.
 JD1506'
 JD1506'AN 87 FOOT SIGNAL AT STATION COAL IS VISIBLE FROM THE GROUND.
 JD1506'
 JD1506'AN 87 FOOT SIGNAL AT STATION ICONIUM IS VISIBLE FROM THE GROUND.
 JD1506'
 JD1506'AN 87 FOOT SIGNAL AT STATION HOGLES 1947 IS VISIBLE IS AT 50 FEET.
 JD1506'
 JD1506'A 74 FOOT SIGNAL AT STATION CHALK IS VISIBLE AT 50 FEET.
 JD1506'
 JD1506'A 100 FOOT SIGNAL AT APPLETON EAST BASE IS VISIBLE FROM THE
 JD1506'GROUND.
 JD1506'
 JD1506'A 74 FOOT SIGNAL AT STATION OHIO IS VISIBLE AT 40 FEET.
 JD1506'
 JD1506'A 74 FOOT SIGNAL AT STATION GERMAN IS VISIBLE AT 50 FEET.
 JD1506'
 JD1506'A 74 FOOT SIGNAL AT MONTROSE IS VISIBLE AT 20 FEET.
 JD1506'
 JD1506'A 74 FOOT SIGNAL AT GOLDEN IS VISIBLE AT 50 FEET.
 JD1506'
 JD1506'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD1506
 JD1506                          STATION RECOVERY (1962)
 JD1506
 JD1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD1506'2.8 MI N FROM LOWRY CITY.
 JD1506'ABOUT 2.5 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1506'FROM THE STATION AT LOWRY CITY, THENCE 0.25 MILE WEST ALONG A
 JD1506'PRIVATE ROAD, AT THE LOCATION OF SEVERAL ABANDONED FARM BUILDINGS
 JD1506'ON THE CREST OF A HILL, SET IN A HOG LOT, 35 FEET WEST OF THE
 JD1506'CENTER LINE OF A DRIVEWAY, 59 FEET SOUTH OF THE CENTER LINE OF
 JD1506'A ROAD, 22 1/2 FEET WEST OF A HOG FENCE, 45 FEET SOUTH OF A HOG
 JD1506'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD1506'POST WHICH IS FLUSH WITH THE GROUND.
 JD1506
 JD1506                          STATION RECOVERY (1963)
 JD1506
 JD1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JD1506'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 JD1506'GOOD CONDITION.
 JD1506'
 JD1506'A NEW DESCRIPTION FOLLOWS-
 JD1506'
 JD1506'THE STATION IS LOCATED ABOUT 5 MILES SOUTH AND 2 MILES EAST OF
 JD1506'DEEPWATER, 2 MILES NORTH OF LOWRY CITY AND IN THE NORTHEAST 1/4
 JD1506'OF SECTION 1, T-39N AND R-26W.
 JD1506'
 JD1506'TO REACH THE STATION FROM THE POST OFFICE IN LOWRY CITY, GO NORTH
 JD1506'FOR 1/2 BLOCK, TURN RIGHT, GO EAST FOR 0.45 MILE TO STATE ROUTE
 JD1506'13, TURN LEFT, GO NORTHWEST AND NORTH FOR 2.7 MILES TO THE AZIMUTH
 JD1506'MARK ON THE LEFT IN THE WEST HEADWALL OF A CONCRETE CULVERT
 JD1506'AND A SIDE ROAD LEFT, TURN LEFT, GO WEST ON FARM LANE FOR 0.1
 JD1506'MILE TO A GATE JUST AFTER CROSSING A RAILROAD TRACK, PASS
 JD1506'THROUGH GATE AND CONTINUE WEST FOR 0.2 MILE TO WHERE THE ROAD
 JD1506'TURNS SOUTH AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 JD1506'INTERSECTION.
 JD1506'
 JD1506'THE STATION MARK IS A STANDARD DISK STAMPED LOWRY 1948, SET IN
 JD1506'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JD1506'WITH THE GROUND.  IT IS 73.7 FEET SOUTHEAST OF A POWERLINE POLE,
 JD1506'49.6 FEET SOUTHWEST OF FENCE CORNER, 45 FEET SOUTH OF FENCE AND
 JD1506'35 FEET WEST OF THE CENTER OF FARM LANE.
 JD1506'
 JD1506'REFERENCE MARK 1, A STANDARD DISK STAMPED LOWRY NO 1 1948 IS
 JD1506'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS
 JD1506'FLUSH WITH THE GROUND.  IT IS 53 FEET SOUTHEAST OF THE FENCE
 JD1506'CORNER, 50 FEET SOUTH OF THE CENTER OF FARM LANE, 26.3 FEET
 JD1506'EAST OF THE CENTER OF FARM LANE AND 1 FOOT WEST OF FENCE.
 JD1506'
 JD1506'REFERENCE MARK 2, A STANDARD DISK STAMPED LOWRY NO 2 1948 IS
 JD1506'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JD1506'GROUND.  IT IS 70 FEET WEST OF THE CENTER OF FARM LANE, 49
 JD1506'FEET NORTHEAST OF POWERLINE POLE AND 26.5 FEET NORTH OF FENCE.
 JD1506'
 JD1506'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOWRY 1948, CEMENTED
 JD1506'IN A DRILL HOLE IN A CONCRETE CULVERT WHICH IS ABOUT 10 INCHES
 JD1506'LOWER THAN THE ROAD.  IT IS 36 FEET SOUTH OF THE CENTER OF FARM
 JD1506'LANE, 17 FEET WEST OF THE CENTER OF STATE ROUTE 13 AND THE DISK IS
 JD1506'1.5 FEET SOUTH OF THE NORTH END OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1503 ***********************************************************************
 JD1503  DESIGNATION -  LOWRY AZ MK
 JD1503  PID         -  JD1503
 JD1503  STATE/COUNTY-  MO/ST CLAIR
 JD1503  USGS QUAD   -  LOWRY CITY (1991)
 JD1503
 JD1503                         *CURRENT SURVEY CONTROL
 JD1503  ___________________________________________________________________
 JD1503* NAD 83(1986)-  38 10 36.     (N)    093 43 47.     (W)     SCALED    
 JD1503* NAVD 88     -       261.681  (meters)     858.53   (feet)  ADJUSTED  
 JD1503  ___________________________________________________________________
 JD1503  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JD1503  DYNAMIC HT  -         261.493 (meters)     857.91  (feet)  COMP
 JD1503  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 JD1503
 JD1503  VERT ORDER  -  SECOND    CLASS 0
 JD1503
 JD1503.The horizontal coordinates were scaled from a topographic map and have
 JD1503.an estimated accuracy of +/- 6 seconds.
 JD1503
 JD1503.The orthometric height was determined by differential leveling
 JD1503.and adjusted by the National Geodetic Survey in June 1991..
 JD1503
 JD1503.The geoid height was determined by GEOID03.
 JD1503
 JD1503.The dynamic height is computed by dividing the NAVD 88
 JD1503.geopotential number by the normal gravity value computed on the
 JD1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1503.degrees latitude (g = 980.6199 gals.).
 JD1503
 JD1503.The modeled gravity was interpolated from observed gravity values.
 JD1503
 JD1503;                    North         East    Units  Estimated Accuracy
 JD1503;SPC MO W     -   223,340.      917,490.      MT  (+/- 180 meters Scaled)
 JD1503
 JD1503                          SUPERSEDED SURVEY CONTROL
 JD1503
 JD1503  NGVD 29 (??/??/92)  261.564  (m)          858.15   (f) ADJ UNCH    2 0
 JD1503
 JD1503.Superseded values are not recommended for survey control.
 JD1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1503.See file dsdata.txt to determine how the superseded data were derived.
 JD1503
 JD1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC360256(NAD 83)
 JD1503_MARKER: DZ = AZIMUTH MARK DISK
 JD1503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1503_SP_SET: CULVERT
 JD1503_STAMPING: LOWRY 1948
 JD1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1503
 JD1503  HISTORY     - Date     Condition        Report By
 JD1503  HISTORY     - 1948     MONUMENTED       CGS
 JD1503  HISTORY     - 1962     GOOD             NGS
 JD1503
 JD1503                          STATION DESCRIPTION
 JD1503
 JD1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1503'2.6 MI N FROM LOWRY CITY.
 JD1503'ABOUT 2.5 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1503'FROM THE STATION AT LOWRY CITY, THENCE 0.1 MILE EAST ALONG A
 JD1503'PRIVATE ROAD, AT THE JUNCTION OF STATE HIGHWAY 13, 17 FEET SOUTHWEST
 JD1503'OF THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTH OF THE CENTER
 JD1503'LINE OF THE PRIVATE ROAD, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 JD1503'IN THE TOP OF THE SOUTHWEST HEADWALL OF A 2 FEET BY 2 FEET
 JD1503'CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1505 ***********************************************************************
 JD1505  DESIGNATION -  LOWRY RM 1
 JD1505  PID         -  JD1505
 JD1505  STATE/COUNTY-  MO/ST CLAIR
 JD1505  USGS QUAD   -  LOWRY CITY (1991)
 JD1505
 JD1505                         *CURRENT SURVEY CONTROL
 JD1505  ___________________________________________________________________
 JD1505* NAD 83(1986)-  38 10 36.     (N)    093 43 49.     (W)     SCALED    
 JD1505* NAVD 88     -       277.048  (meters)     908.95   (feet)  ADJUSTED  
 JD1505  ___________________________________________________________________
 JD1505  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JD1505  DYNAMIC HT  -         276.849 (meters)     908.30  (feet)  COMP
 JD1505  MODELED GRAV-     979,905.1   (mgal)                       NAVD 88
 JD1505
 JD1505  VERT ORDER  -  SECOND    CLASS 0
 JD1505
 JD1505.The horizontal coordinates were scaled from a topographic map and have
 JD1505.an estimated accuracy of +/- 6 seconds.
 JD1505
 JD1505.The orthometric height was determined by differential leveling
 JD1505.and adjusted by the National Geodetic Survey in June 1991..
 JD1505
 JD1505.The geoid height was determined by GEOID03.
 JD1505
 JD1505.The dynamic height is computed by dividing the NAVD 88
 JD1505.geopotential number by the normal gravity value computed on the
 JD1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1505.degrees latitude (g = 980.6199 gals.).
 JD1505
 JD1505.The modeled gravity was interpolated from observed gravity values.
 JD1505
 JD1505;                    North         East    Units  Estimated Accuracy
 JD1505;SPC MO W     -   223,340.      917,440.      MT  (+/- 180 meters Scaled)
 JD1505
 JD1505                          SUPERSEDED SURVEY CONTROL
 JD1505
 JD1505  NGVD 29 (??/??/92)  276.931  (m)          908.56   (f) ADJ UNCH    2 0
 JD1505
 JD1505.Superseded values are not recommended for survey control.
 JD1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1505.See file dsdata.txt to determine how the superseded data were derived.
 JD1505
 JD1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC360256(NAD 83)
 JD1505_MARKER: DR = REFERENCE MARK DISK
 JD1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1505_STAMPING: LOWRY NO 1 1948
 JD1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1505+STABILITY: SURFACE MOTION
 JD1505
 JD1505  HISTORY     - Date     Condition        Report By
 JD1505  HISTORY     - 1948     MONUMENTED       CGS
 JD1505  HISTORY     - 1962     GOOD             NGS
 JD1505
 JD1505                          STATION DESCRIPTION
 JD1505
 JD1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1505'2.8 MI N FROM LOWRY CITY.
 JD1505'ABOUT 2.5 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1505'FROM THE STATION AT LOWRY CITY, THENCE 0.25 MILE WEST ALONG A
 JD1505'PRIVATE ROAD, AT THE LOCATION OF SEVERAL ABANDONED FARM BUILDINGS
 JD1505'ON THE CREST OF A HILL, IN A HOG LOT, 26 FEET EAST OF THE CENTER
 JD1505'LINE OF A DRIVEWAY, 48 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 JD1505'1 FOOT WEST OF A FENCE, 63.6 FEET EAST OF LOWRY 1948, ABOUT
 JD1505'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JD1505'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1504 ***********************************************************************
 JD1504  DESIGNATION -  LOWRY RM 2
 JD1504  PID         -  JD1504
 JD1504  STATE/COUNTY-  MO/ST CLAIR
 JD1504  USGS QUAD   -  LOWRY CITY (1991)
 JD1504
 JD1504                         *CURRENT SURVEY CONTROL
 JD1504  ___________________________________________________________________
 JD1504* NAD 83(1986)-  38 10 36.     (N)    093 43 49.     (W)     SCALED    
 JD1504* NAVD 88     -       276.671  (meters)     907.71   (feet)  ADJUSTED  
 JD1504  ___________________________________________________________________
 JD1504  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JD1504  DYNAMIC HT  -         276.472 (meters)     907.06  (feet)  COMP
 JD1504  MODELED GRAV-     979,905.1   (mgal)                       NAVD 88
 JD1504
 JD1504  VERT ORDER  -  SECOND    CLASS 0
 JD1504
 JD1504.The horizontal coordinates were scaled from a topographic map and have
 JD1504.an estimated accuracy of +/- 6 seconds.
 JD1504
 JD1504.The orthometric height was determined by differential leveling
 JD1504.and adjusted by the National Geodetic Survey in June 1991..
 JD1504
 JD1504.The geoid height was determined by GEOID03.
 JD1504
 JD1504.The dynamic height is computed by dividing the NAVD 88
 JD1504.geopotential number by the normal gravity value computed on the
 JD1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1504.degrees latitude (g = 980.6199 gals.).
 JD1504
 JD1504.The modeled gravity was interpolated from observed gravity values.
 JD1504
 JD1504;                    North         East    Units  Estimated Accuracy
 JD1504;SPC MO W     -   223,340.      917,440.      MT  (+/- 180 meters Scaled)
 JD1504
 JD1504                          SUPERSEDED SURVEY CONTROL
 JD1504
 JD1504  NGVD 29 (??/??/92)  276.554  (m)          907.33   (f) ADJ UNCH    2 0
 JD1504
 JD1504.Superseded values are not recommended for survey control.
 JD1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1504.See file dsdata.txt to determine how the superseded data were derived.
 JD1504
 JD1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC360256(NAD 83)
 JD1504_MARKER: DR = REFERENCE MARK DISK
 JD1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1504_STAMPING: LOWRY NO 2 1948
 JD1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1504+STABILITY: SURFACE MOTION
 JD1504
 JD1504  HISTORY     - Date     Condition        Report By
 JD1504  HISTORY     - 1948     MONUMENTED       CGS
 JD1504  HISTORY     - 1962     GOOD             NGS
 JD1504
 JD1504                          STATION DESCRIPTION
 JD1504
 JD1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1504'2.8 MI N FROM LOWRY CITY.
 JD1504'ABOUT 2.5 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1504'FROM THE STATION AT LOWRY CITY, THENCE 0.25 MILE WEST ALONG A
 JD1504'PRIVATE ROAD, AT THE LOCATION OF SEVERAL ABANDONED FARM BUILDINGS
 JD1504'ON THE CREST OF A HILL, IN A HOG LOT, 13 FEET NORTH OF THE CENTER
 JD1504'LINE OF A ROAD, 27 FEET NORTH OF A HOG FENCE, 73.0 FEET NORTH
 JD1504'OF LOWRY 1948, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JD1504'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9063 ***********************************************************************
 DH9063  SACS        -  This is a Secondary Airport Control Station.
 DH9063  DESIGNATION -  LRY B
 DH9063  PID         -  DH9063
 DH9063  STATE/COUNTY-  MO/CASS
 DH9063  USGS QUAD   -  AUSTIN (1981)
 DH9063
 DH9063                         *CURRENT SURVEY CONTROL
 DH9063  ___________________________________________________________________
 DH9063* NAD 83(1997)-  38 36 44.56577(N)    094 20 41.19622(W)     ADJUSTED  
 DH9063* NAVD 88     -       275.14   (meters)     902.7    (feet)  GPS OBS   
 DH9063  ___________________________________________________________________
 DH9063  X           -    -378,069.094 (meters)                     COMP
 DH9063  Y           -  -4,976,142.255 (meters)                     COMP
 DH9063  Z           -   3,958,936.300 (meters)                     COMP
 DH9063  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DH9063  ELLIP HEIGHT-         242.88  (meters)          (04/04/06) GPS OBS
 DH9063  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DH9063
 DH9063  HORZ ORDER  -  FIRST
 DH9063  ELLP ORDER  -  FOURTH    CLASS II
 DH9063
 DH9063.This mark is at Lawrence Smith Memorial Airport  (LRY)
 DH9063
 DH9063.The horizontal coordinates were established by GPS observations
 DH9063.and adjusted by the DAVID EVANS + ASSOC in April 2006..
 DH9063
 DH9063.The orthometric height was determined by GPS observations and a
 DH9063.high-resolution geoid model.
 DH9063
 DH9063.GPS derived orthometric heights for airport stations designated as
 DH9063.PACS or SACS are published to 2 decimal places.  This maintains
 DH9063.centimeter relative accuracy between the PACS and SACS.  It does
 DH9063.not indicate centimeter accuracy relative to other marks which are
 DH9063.part of the NAVD 88 network.
 DH9063
 DH9063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9063
 DH9063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9063
 DH9063.The ellipsoidal height was determined by GPS observations
 DH9063.and is referenced to NAD 83.
 DH9063
 DH9063.The geoid height was determined by GEOID03.
 DH9063
 DH9063;                    North         East     Units Scale Factor Converg.
 DH9063;SPC MO W     -   271,432.893   863,518.699   MT  0.99994343   +0 05 48.7
 DH9063;UTM  15      - 4,274,620.868   382,918.347   MT  0.99976881   -0 50 21.5
 DH9063
 DH9063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9063!SPC MO W     -   0.99996189  x   0.99994343  =   0.99990532
 DH9063!UTM  15      -   0.99996189  x   0.99976881  =   0.99973071
 DH9063
 DH9063|---------------------------------------------------------------------|
 DH9063| PID    Reference Object                     Distance      Geod. Az  |
 DH9063|                                                           dddmmss.s |
 DH9063| JE2070 FAA MO85 A                          180.134 METERS 03817     |
 DH9063|---------------------------------------------------------------------|
 DH9063
 DH9063                          SUPERSEDED SURVEY CONTROL
 DH9063
 DH9063.No superseded survey control is available for this station.
 DH9063
 DH9063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8291874621(NAD 83)
 DH9063_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9063_STAMPING: LRY B 2006
 DH9063_MARK LOGO: NGS   
 DH9063_PROJECTION: FLUSH
 DH9063_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9063+STABILITY: SURFACE MOTION
 DH9063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9063+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 DH9063
 DH9063  HISTORY     - Date     Condition        Report By
 DH9063  HISTORY     - 20060118 MONUMENTED       EVANS
 DH9063
 DH9063                          STATION DESCRIPTION
 DH9063
 DH9063'DESCRIBED BY DAVID EVANS + ASSOC 2006 (CF)
 DH9063'THE STATION IS LOCATED AT LAWRENCE SMITH MEMORIAL AIRPORT.
 DH9063' 
 DH9063'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 DH9063'HIGHWAY 7  GO  SOUTHEAST 0.8 KM (0.50 MI) ALONG HIGHWAY 7 TO THE
 DH9063'AIRPORT ENTRANCE ON THE RIGHT.  TURN  RIGHT SOUTHERLY 0.5 KM (0.30 MI)
 DH9063'ALONG THE ENTRANCE ROAD TO THE AIRPORT OFFICE ON THE  RIGHT.  CONTINUE
 DH9063'SOUTHERLY, THROUGH AN IRON GATE TO A TAXIWAY.  TURN RIGHT  WESTERLY
 DH9063'0.16 KM (0.10 MI) ALONG THE TAXIWAY TO THE RUNWAY.  GO SOUTHERLY 0.17
 DH9063'KM (0.11 MI) ALONG  RUNWAY.  TURN LEFT AND GO WESTERLY 0.10 KM (0.06
 DH9063'MI) TO THE STATION.  THE STATION IS  LOCATED APPROXIMATELY 85.3 M
 DH9063'(279.9 FEET) WESTERLY OF THE RUNWAY EDGE, 24.1 M (78.9 FEET)  EASTERLY
 DH9063'OF AN AGRICULTURAL FIELD AND 26.8 M (87.9 FEET) SOUTHERLY OF THE
 DH9063'WINDSOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9062 ***********************************************************************
 DH9062  SACS        -  This is a Secondary Airport Control Station.
 DH9062  DESIGNATION -  LRY C
 DH9062  PID         -  DH9062
 DH9062  STATE/COUNTY-  MO/CASS
 DH9062  USGS QUAD   -  AUSTIN (1981)
 DH9062
 DH9062                         *CURRENT SURVEY CONTROL
 DH9062  ___________________________________________________________________
 DH9062* NAD 83(1997)-  38 36 17.72237(N)    094 20 32.26279(W)     ADJUSTED  
 DH9062* NAVD 88     -       264.92   (meters)     869.2    (feet)  GPS OBS   
 DH9062  ___________________________________________________________________
 DH9062  X           -    -377,892.078 (meters)                     COMP
 DH9062  Y           -  -4,976,665.701 (meters)                     COMP
 DH9062  Z           -   3,958,283.088 (meters)                     COMP
 DH9062  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DH9062  ELLIP HEIGHT-         232.66  (meters)          (04/04/06) GPS OBS
 DH9062  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DH9062
 DH9062  HORZ ORDER  -  FIRST
 DH9062  ELLP ORDER  -  FOURTH    CLASS II
 DH9062
 DH9062.This mark is at Lawrence Smith Memorial Airport  (LRY)
 DH9062
 DH9062.The horizontal coordinates were established by GPS observations
 DH9062.and adjusted by the DAVID EVANS + ASSOC in April 2006..
 DH9062
 DH9062.The orthometric height was determined by GPS observations and a
 DH9062.high-resolution geoid model.
 DH9062
 DH9062.GPS derived orthometric heights for airport stations designated as
 DH9062.PACS or SACS are published to 2 decimal places.  This maintains
 DH9062.centimeter relative accuracy between the PACS and SACS.  It does
 DH9062.not indicate centimeter accuracy relative to other marks which are
 DH9062.part of the NAVD 88 network.
 DH9062
 DH9062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9062
 DH9062.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9062
 DH9062.The ellipsoidal height was determined by GPS observations
 DH9062.and is referenced to NAD 83.
 DH9062
 DH9062.The geoid height was determined by GEOID03.
 DH9062
 DH9062;                    North         East     Units Scale Factor Converg.
 DH9062;SPC MO W     -   270,605.578   863,736.240   MT  0.99994350   +0 05 54.2
 DH9062;UTM  15      - 4,273,790.255   383,122.308   MT  0.99976822   -0 50 15.4
 DH9062
 DH9062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9062!SPC MO W     -   0.99996350  x   0.99994350  =   0.99990700
 DH9062!UTM  15      -   0.99996350  x   0.99976822  =   0.99973172
 DH9062
 DH9062                          SUPERSEDED SURVEY CONTROL
 DH9062
 DH9062.No superseded survey control is available for this station.
 DH9062
 DH9062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8312273790(NAD 83)
 DH9062_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9062_STAMPING: LRY C 2006
 DH9062_MARK LOGO: NGS   
 DH9062_PROJECTION: FLUSH
 DH9062_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9062+STABILITY: SURFACE MOTION
 DH9062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9062+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 DH9062
 DH9062  HISTORY     - Date     Condition        Report By
 DH9062  HISTORY     - 20060118 MONUMENTED       EVANS
 DH9062
 DH9062                          STATION DESCRIPTION
 DH9062
 DH9062'DESCRIBED BY DAVID EVANS + ASSOC 2006 (CF)
 DH9062'THE STATION IS LOCATED AT LAWRENCE SMITH MEMORIAL AIRPORT.
 DH9062' 
 DH9062'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE
 DH9062'HIGHWAY 7  GO  SOUTHEAST 0.8 KM (0.50 MI) ALONG HIGHWAY 7 TO THE
 DH9062'AIRPORT ENTRANCE ON THE RIGHT.  TURN  RIGHT SOUTHERLY 0.5 KM (0.30 MI)
 DH9062'ALONG THE ENTRANCE ROAD TO THE AIRPORT OFFICE ON THE  RIGHT.  CONTINUE
 DH9062'SOUTHERLY THROUGH AN IRON GATE TO A TAXIWAY.  TURN RIGHT WESTERLY 0.16
 DH9062'KM (0.10 MI) ALONG THE TAXIWAY TO THE RUNWAY.  GO SOUTHERLY 1.0 KM
 DH9062'(0.64 MI) TO A  TAXIWAY.  TURN LEFT AND GO 66.7 M (218.9 FEET) TO THE
 DH9062'STATION.  THE STATION IS SET 4.0M (13.0  FEET) NORTHERLY OF THE NORTH
 DH9062'EDGE OF THE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1297 ***********************************************************************
 KD1297  DESIGNATION -  LUDLOW
 KD1297  PID         -  KD1297
 KD1297  STATE/COUNTY-  MO/LIVINGSTON
 KD1297  USGS QUAD   -  UTICA WEST (1984)
 KD1297
 KD1297                         *CURRENT SURVEY CONTROL
 KD1297  ___________________________________________________________________
 KD1297* NAD 83(1997)-  39 40 56.37351(N)    093 42 16.84470(W)     ADJUSTED  
 KD1297* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 KD1297  ___________________________________________________________________
 KD1297  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 KD1297  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KD1297
 KD1297  HORZ ORDER  -  THIRD
 KD1297
 KD1297.The horizontal coordinates were established by classical geodetic methods
 KD1297.and adjusted by the National Geodetic Survey in February 2000..
 KD1297
 KD1297.The orthometric height was scaled from a topographic map.
 KD1297
 KD1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1297
 KD1297.The geoid height was determined by GEOID03.
 KD1297
 KD1297;                    North         East     Units Scale Factor Converg.
 KD1297;SPC MO C     -   427,872.703   396,658.152   MT  1.00006477   -0 46 09.5
 KD1297;SPC MO W     -   390,500.498   918,225.589   MT  0.99999846   +0 30 28.3
 KD1297;UTM  15      - 4,392,736.768   439,570.708   MT  0.99964496   -0 26 59.9
 KD1297
 KD1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1297!SPC MO C     -   0.99996433  x   1.00006477  =   1.00002910
 KD1297!SPC MO W     -   0.99996433  x   0.99999846  =   0.99996279
 KD1297!UTM  15      -   0.99996433  x   0.99964496  =   0.99960931
 KD1297
 KD1297:                Primary Azimuth Mark                     Grid Az
 KD1297:SPC MO C     -  LUDLOW AZ MK                             016 23 38.3
 KD1297:SPC MO W     -  LUDLOW AZ MK                             015 07 00.5
 KD1297:UTM  15      -  LUDLOW AZ MK                             016 04 28.7
 KD1297
 KD1297|---------------------------------------------------------------------|
 KD1297| PID    Reference Object                     Distance      Geod. Az  |
 KD1297|                                                           dddmmss.s |
 KD1297| CL9814 LUDLOW AZ MK                                       0153728.8 |
 KD1297| CL9815 LUDLOW RM 1                          13.335 METERS 17942     |
 KD1297| CL9816 LUDLOW RM 2                          12.776 METERS 28746     |
 KD1297|---------------------------------------------------------------------|
 KD1297
 KD1297                          SUPERSEDED SURVEY CONTROL
 KD1297
 KD1297  NAD 83(1997)-  39 40 56.37518(N)    093 42 16.84596(W) AD(       ) 3
 KD1297  NAD 83(1997)-  39 40 56.37503(N)    093 42 16.84818(W) AD(       ) 3
 KD1297  NAD 83(1986)-  39 40 56.37669(N)    093 42 16.84776(W) AD(       ) 3
 KD1297  NAD 27      -  39 40 56.32490(N)    093 42 16.09170(W) AD(       ) 3
 KD1297
 KD1297.Superseded values are not recommended for survey control.
 KD1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1297.See file dsdata.txt to determine how the superseded data were derived.
 KD1297
 KD1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD3957192737(NAD 83)
 KD1297_MARKER: DS = TRIANGULATION STATION DISK
 KD1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1297
 KD1297  HISTORY     - Date     Condition        Report By
 KD1297  HISTORY     - 1948     MONUMENTED       CGS
 KD1297  HISTORY     - 1964     GOOD             CGS
 KD1297
 KD1297                          STATION DESCRIPTION
 KD1297
 KD1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1297'STATION IS LOCATED ABOUT 2 MILES NORTH OF LUDLOW ON LAND
 KD1297'OWNED BY MR. S.F. SHIELDS.  IT IS IN THE PASTURE SOUTH OF
 KD1297'THE FARM YARD, 83 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 KD1297'CORNER OF THE HOUSE AND 15 FEET SOUTH OF THE EAST-WEST FENCE.
 KD1297'IT IS STAMPED LUDLOW 1948 AND IS FLUSH WITH THE GROUND.
 KD1297'
 KD1297'REFERENCE MARK NO. 1 IS IN THE PASTURE NEAR THE SOUTH EDGE
 KD1297'OF THE HILL AND 63.5 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 KD1297'CORNER OF THE YARD FENCE.  IT IS STAMPED LUDLOW NO 1 1948
 KD1297'AND IS FLUSH WITH THE GROUND.
 KD1297'
 KD1297'REFERENCE MARK NO. 2 IS 62.5 FEET WEST OF THE SOUTHEAST
 KD1297'CORNER OF THE YARD FENCE AND 1 FOOT SOUTH OF THE FENCE LINE.
 KD1297'IT IS STAMPED LUDLOW NO 2 1948 AND IS FLUSH WITH THE GROUND.
 KD1297'
 KD1297'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 27 FEET WEST OF THE
 KD1297'CENTER OF COUNTY ROUTE D, 11 FEET SOUTH OF THE CENTER OF A
 KD1297'LANE LEADING WEST, 5 FEET EAST OF A NORTH-SOUTH FENCE LINE
 KD1297'AND WITNESS POST AND IS ACROSS THE ROAD WEST OF A FARM HOUSE.
 KD1297'IT IS STAMPED LUDLOW 1948 AND PROJECTS 5 INCHES.
 KD1297'
 KD1297'TO REACH FROM THE POST OFFICE IN LUDLOW, GO NORTH ON COUNTY
 KD1297'ROUTE D FOR 2.05 MILES, TURN LEFT THROUGH WIRE GATE AND
 KD1297'FOLLOW TRACK ROAD WESTERLY FOR 0.15 MILE TO THE HOUSE AT
 KD1297'THE TOP OF THE HILL AND STATION AS DESCRIBED.
 KD1297'
 KD1297'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR
 KD1297'0.15 MILE, TURN LEFT ON COUNTY ROUTE D FOR 0.35 MILE TO
 KD1297'THE MARK ON THE LEFT.
 KD1297'
 KD1297'A 100 FOOT SIGNAL AT BRAYMER WAS OBSERVED FROM A 4 FOOT
 KD1297'STAND BUT IS PARTIALLY OBSTRUCTED BY A LARGE TREE ABOUT
 KD1297'1 MILE FROM POINT OF OBSERVATION.
 KD1297'
 KD1297'AN 87 FOOT SIGNAL AT MOUND IS VISIBLE FROM THE GROUND.
 KD1297
 KD1297                          STATION RECOVERY (1964)
 KD1297
 KD1297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KD1297'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1297'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK.  THE TOP
 KD1297'THIRD OF THE CONCRETE POST FOR THE AZIMUTH MARK HAD BEEN
 KD1297'BROKEN OFF.  THE BOTTOM PART OF THE POST WAS SOLID IN THE
 KD1297'GROUND, SO THE TOP PART WHICH WAS BROKEN OFF, WAS REPLACED,
 KD1297'GROUTED WITH A THIN LAYER OF CEMENT, AND REINFORCED WITH
 KD1297'CONCRETE AROUND THE OUTSIDE EDGE.  IT IS BELIEVED THAT THE
 KD1297'AZIMUTH MARK IS IN ITS ORIGINAL POSITION, BUT IT SHOULD
 KD1297'BE USED WITH CAUTION IF GREAT ACCURACY IN AZIMUTH DIRECTION
 KD1297'IS REQUIRED.  ADDITIONAL REFERENCES FOR THE STATION AND
 KD1297'AZIMUTH MARKS ARE LISTED BELOW.
 KD1297'
 KD1297'STATION IS LOCATED ABOUT 2 MILES NORTH OF LUDLOW IN THE
 KD1297'NORTHEAST CORNER OF THE NE 1/4 OF SEC. 9, T 56 N., R 25 W.
 KD1297'ON LAND OWNED BY THE WIDOW OF S.F. SHIELDS IN A GARDEN PLOT
 KD1297'AT THE SOUTH SIDE OF FARMHOUSE, 83 FEET SOUTH-SOUTHEAST
 KD1297'OF THE SOUTHEAST CORNER OF HOUSE, 24 FEET WEST-NORTHWEST
 KD1297'OF THE SOUTHEAST FENCE CORNER OF GARDEN PLOT, 15 FEET EAST
 KD1297'OF FENCE, AND 10 FEET NORTH OF THE SOUTH GARDEN FENCE.  THE
 KD1297'MARK IS FLUSH WITH THE GROUND.
 KD1297'
 KD1297'AZIMUTH MARK IS 0.35 MILE NORTH-NORTHEAST OF THE STATION,
 KD1297'25 FEET WEST OF THE CENTER OF COUNTY ROAD D, 6 FEET SOUTH
 KD1297'OF SOUTH GATE POST AND FENCE CORNER, 4 FEET EAST OF FENCE,
 KD1297'3 FEET SOUTH-SOUTHEAST OF POWER POLE WITH TRANSFORMER, AND
 KD1297'1 FOOT SOUTH OF A STEEL WITNESS POST WITH SIGN.  THE MARK
 KD1297'PROJECTS 4 INCHES AND THE DISK IS STAMPED LUDLOW 1948.  NOTE
 KD1297'16A.
 KD1297'
 KD1297'TO REACH THE STATION FROM THE POST OFFICE IN LUDLOW, GO
 KD1297'NORTH ON COUNTY ROAD D FOR 2.05 MILES TO A T-ROAD LEFT.
 KD1297'TURN LEFT AND GO WEST FOR 0.2 MILE TO TOP OF GRADE AND A
 KD1297'GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND GO SOUTHEAST
 KD1297'ACROSS PASTURE FOR 0.1 MILE TO FARMHOUSE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1254 ***********************************************************************
 KD1254  DESIGNATION -  LUEHRS
 KD1254  PID         -  KD1254
 KD1254  STATE/COUNTY-  MO/LAFAYETTE
 KD1254  USGS QUAD   -  LEXINGTON EAST (1978)
 KD1254
 KD1254                         *CURRENT SURVEY CONTROL
 KD1254  ___________________________________________________________________
 KD1254* NAD 83(1997)-  39 10 50.72668(N)    093 46 22.15723(W)     ADJUSTED  
 KD1254* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 KD1254  ___________________________________________________________________
 KD1254  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 KD1254  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1254
 KD1254  HORZ ORDER  -  SECOND
 KD1254
 KD1254.The horizontal coordinates were established by classical geodetic methods
 KD1254.and adjusted by the National Geodetic Survey in February 2000..
 KD1254
 KD1254.The orthometric height was scaled from a topographic map.
 KD1254
 KD1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1254
 KD1254.The geoid height was determined by GEOID03.
 KD1254
 KD1254;                    North         East     Units Scale Factor Converg.
 KD1254;SPC MO W     -   334,767.289   912,828.920   MT  0.99998976   +0 27 33.9
 KD1254;SPC MO C     -   372,268.431   390,026.632   MT  1.00008220   -0 48 15.2
 KD1254;UTM  15      - 4,337,120.152   433,250.225   MT  0.99965486   -0 29 17.7
 KD1254
 KD1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1254!SPC MO W     -   0.99996777  x   0.99998976  =   0.99995753
 KD1254!SPC MO C     -   0.99996777  x   1.00008220  =   1.00004997
 KD1254!UTM  15      -   0.99996777  x   0.99965486  =   0.99962264
 KD1254
 KD1254:                Primary Azimuth Mark                     Grid Az
 KD1254:SPC MO W     -  LUEHRS AZ MK                             070 46 43.1
 KD1254:SPC MO C     -  LUEHRS AZ MK                             072 02 32.2
 KD1254:UTM  15      -  LUEHRS AZ MK                             071 43 34.7
 KD1254
 KD1254|---------------------------------------------------------------------|
 KD1254| PID    Reference Object                     Distance      Geod. Az  |
 KD1254|                                                           dddmmss.s |
 KD1254| CL9817 LUEHRS AZ MK                                       0711417.0 |
 KD1254| CL9818 LUEHRS RM 1                          29.570 METERS 09726     |
 KD1254| CL9819 LUEHRS RM 2                          23.878 METERS 35043     |
 KD1254|---------------------------------------------------------------------|
 KD1254
 KD1254                          SUPERSEDED SURVEY CONTROL
 KD1254
 KD1254  NAD 83(1997)-  39 10 50.72800(N)    093 46 22.15918(W) AD(       ) 2
 KD1254  NAD 83(1986)-  39 10 50.73287(N)    093 46 22.15678(W) AD(       ) 2
 KD1254  NAD 27      -  39 10 50.67330(N)    093 46 21.36470(W) AD(       ) 2
 KD1254
 KD1254.Superseded values are not recommended for survey control.
 KD1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1254.See file dsdata.txt to determine how the superseded data were derived.
 KD1254
 KD1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD3325037120(NAD 83)
 KD1254_MARKER: DS = TRIANGULATION STATION DISK
 KD1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1254_STAMPING: LUEHRS 1949
 KD1254_PROJECTION: FLUSH
 KD1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1254+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 KD1254
 KD1254  HISTORY     - Date     Condition        Report By
 KD1254  HISTORY     - 1949     MONUMENTED       CGS
 KD1254  HISTORY     - 1963     GOOD             CGS
 KD1254  HISTORY     - 19970205 GOOD             USE
 KD1254  HISTORY     - 20051116 GOOD             MODNR
 KD1254
 KD1254                          STATION DESCRIPTION
 KD1254
 KD1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1254'THE STATION IS LOCATED ABOUT 6.0 MILES EAST OF LEXINGTON AND
 KD1254'5.0 MILES WEST OF DOVER ON THE NORTH SIDE OF U.S. HIGHWAY 24
 KD1254'AND ON LAND OWNED AND OCCUPIED BY MR. HERMAN LUEHRS.  IT IS 105
 KD1254'FEET SOUTH OF THE SOUTHWEST CORNER OF BARN, 45 FEET NORTH
 KD1254'OF EAST-WEST FENCE LINE AND 27 FEET EAST OF NORTH-SOUTH FENCE
 KD1254'LINE.  IT IS STAMPED LUEHRS 1949 AND SET FLUSH WITH THE SURFACE
 KD1254'OF THE GROUND.
 KD1254'
 KD1254'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 25 FEET WEST
 KD1254'OF CENTER OF DRIVEWAY TO HOUSE, 2 FEET EAST OF NORTH-SOUTH
 KD1254'FENCE LINE AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS
 KD1254'STAMPED LUEHRS NO 1 1949 AND PROJECTS 2 INCHES.
 KD1254'
 KD1254'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 25 FEET SOUTHWEST
 KD1254'OF THE SOUTHWEST CORNER OF BARN AND 1 FOOT EAST OF SOUTHEAST
 KD1254'CORNER OF SHED.  IT IS STAMPED LUEHRS NO 2 1949 AND PROJECTS
 KD1254'2 INCHES.
 KD1254'
 KD1254'BM 1005 (USGS) WAS USED FOR AN AZIMUTH MARK.  IT IS
 KD1254'EAST-NORTHEAST OF THE STATION, 78 FEET SOUTHWEST OF THE
 KD1254'SOUTHWEST CORNER OF THE SLUSHER SCHOOL HOUSE, 48 FEET NORTH
 KD1254'OF THE CENTER OF U.S. HIGHWAY 24, 15 FEET EAST OF POWER LINE
 KD1254'POLE AND 8 FEET NORTH OF 18 INCH ELM TREE.  IT IS STAMPED 1005
 KD1254'CWA 1934 AND PROJECTS 3 INCHES.
 KD1254'
 KD1254'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24
 KD1254'AND COUNTY ROUTES F AND P IN THE EAST PART OF DOVER, GO WEST
 KD1254'ON U.S. HIGHWAY 24 FOR 4.5 MILES TO THE SLUSHER SCHOOL ON THE
 KD1254'RIGHT AND AZIMUTH MARK SOUTHWEST AS DESCRIBED, CONTINUE WEST
 KD1254'ON U.S. HIGHWAY 24 FOR 0.4 MILE TO DRIVEWAY TO MR. LUEHRS HOUSE
 KD1254'AND STATION SOUTHWEST OF HOUSE AND BARN AS DESCRIBED.
 KD1254'
 KD1254'A 100 FOOT SIGNAL AT STATION HODGE IS VISIBLE AT 64 FEET.
 KD1254'
 KD1254'AN 87 FOOT SIGNAL AT STATION HIGGINS IS VISIBLE AT 64 FEET.
 KD1254'
 KD1254'AN 87 FOOT SIGNAL AT STATION LEX IS VISIBLE AT 37 FEET.
 KD1254'
 KD1254'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1254
 KD1254                          STATION RECOVERY (1963)
 KD1254
 KD1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KD1254'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1254'FOUND IN GOOD CONDITION, EXCEPT THE USGS BM 1005 CWA WHICH IS
 KD1254'EAST OF THE STATION AND WAS USED AS THE AZIMUTH MARK FOR THIS
 KD1254'STATION.  ONE CORNER OF THE CONCRETE POST HAD BEEN CHIPPED AND
 KD1254'THE DISK WAS LOOSE.  THE DISK WAS PLACED IN ITS ORIGINAL
 KD1254'POSITION AND HEIGHT AND REPAIRED WITH A NEW FORM AND CONCRETE.
 KD1254'
 KD1254'BM 1005 (USGS) WAS USED AS AZIMUTH MARK AND IS 0.4 MILE EAST
 KD1254'OF THE STATION ALONG U.S. HIGHWAY 24, 78 FEET SOUTHWEST OF THE
 KD1254'SOUTHWEST CORNER OF THE SLUSHER SCHOOL (NOT USED AS A SCHOOL),
 KD1254'48 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 24, 17 FEET EAST
 KD1254'OF A POWER POLE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.
 KD1254'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED 1005 CWA 1934.
 KD1254
 KD1254                          STATION RECOVERY (1997)
 KD1254
 KD1254'RECOVERY NOTE BY US ENGINEERS 1997 (RPP)
 KD1254'THE FENCE LINES USED IN ORIGINAL STATION DESCRIPTION NO LONGER EXIST.
 KD1254'STATION IS LOCATED 105 FT (32.0 M) SOUTH OF SW CORNER OF BARN AND THEN
 KD1254'27 FT (8.2 M) WEST OF A LINE PARALLEL WITH WEST SIDE OF BARN.
 KD1254
 KD1254                          STATION RECOVERY (2005)
 KD1254
 KD1254'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2521 ***********************************************************************
 JD2521  DESIGNATION -  LUPUS
 JD2521  PID         -  JD2521
 JD2521  STATE/COUNTY-  MO/MONITEAU
 JD2521  USGS QUAD   -  JAMESTOWN (1969)
 JD2521
 JD2521                         *CURRENT SURVEY CONTROL
 JD2521  ___________________________________________________________________
 JD2521* NAD 83(1997)-  38 51 59.11177(N)    092 29 09.32361(W)     ADJUSTED  
 JD2521* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 JD2521  ___________________________________________________________________
 JD2521  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JD2521  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JD2521
 JD2521  HORZ ORDER  -  THIRD
 JD2521
 JD2521.The horizontal coordinates were established by classical geodetic methods
 JD2521.and adjusted by the National Geodetic Survey in February 2000..
 JD2521
 JD2521.The orthometric height was scaled from a topographic map.
 JD2521
 JD2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2521
 JD2521.The geoid height was determined by GEOID03.
 JD2521
 JD2521;                    North         East     Units Scale Factor Converg.
 JD2521;SPC MO C     -   336,602.592   501,221.628   MT  0.99993335   +0 00 31.8
 JD2521;UTM  15      - 4,302,078.781   544,598.517   MT  0.99962449   +0 19 21.3
 JD2521
 JD2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2521!SPC MO C     -   0.99996591  x   0.99993335  =   0.99989927
 JD2521!UTM  15      -   0.99996591  x   0.99962449  =   0.99959042
 JD2521
 JD2521|---------------------------------------------------------------------|
 JD2521| PID    Reference Object                     Distance      Geod. Az  |
 JD2521|                                                           dddmmss.s |
 JD2521| CN7334 LUPUS RM 1                           13.032 METERS 03256     |
 JD2521| JD2509 COLUMBIA MUNICIPAL TANK             APPROX.16.1 KM 0530900.0 |
 JD2521| JD2504 COLUMBIA UNIV MO PWR PLANT STK      APPROX.16.0 KM 0561654.4 |
 JD2521| AI2468 COLUMBIA UNIV OF MO JESSE HALL DOME APPROX.16.2 KM 0571435.2 |
 JD2521| CN7333 LUPUS AZ MK                                        0910450.7 |
 JD2521| CN7335 LUPUS RM 2                           10.957 METERS 14528     |
 JD2521|---------------------------------------------------------------------|
 JD2521
 JD2521                          SUPERSEDED SURVEY CONTROL
 JD2521
 JD2521  NAD 83(1986)-  38 51 59.12074(N)    092 29 09.32658(W) AD(       ) 3
 JD2521  NAD 27      -  38 51 58.97230(N)    092 29 08.66510(W) AD(       ) 3
 JD2521
 JD2521.Superseded values are not recommended for survey control.
 JD2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2521.See file dsdata.txt to determine how the superseded data were derived.
 JD2521
 JD2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4459902079(NAD 83)
 JD2521_MARKER: DS = TRIANGULATION STATION DISK
 JD2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2521
 JD2521  HISTORY     - Date     Condition        Report By
 JD2521  HISTORY     - 1949     MONUMENTED       CGS
 JD2521  HISTORY     - 1971     MARK NOT FOUND   NGS
 JD2521  HISTORY     - 1971     MARK NOT FOUND   NGS
 JD2521
 JD2521                          STATION DESCRIPTION
 JD2521
 JD2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2521'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF LUPUS ON A RIDGE
 JD2521'BETWEEN TWO CULTIVATED FIELDS.  STATION IS ABOUT 150 FEET SOUTH OF
 JD2521'A GRAVEL ROAD AND AT THE NORTH END OF A HEDGE.  THE MARK PROJECTS
 JD2521'ABOUT 4 INCHES AND THE DISK IS STAMPED LUPUS 1949.
 JD2521'
 JD2521'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE APPROXIMATE CENTERLINE
 JD2521'OF TRACK ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 JD2521'IS STAMPED LUPUS NO 1 1949.
 JD2521'
 JD2521'REFERENCE MARK NO. 2 IS 19 FEET EAST OF HEDGEROW.  THE MARK IS
 JD2521'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LUPUS NO 2 1949.
 JD2521'
 JD2521'AZIMUTH MARK IS 17 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 JD2521'GRAVEL ROAD AND 7 FEET WEST OF A LARGE WALNUT TREE.  THE MARK
 JD2521'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LUPUS 1949.
 JD2521'
 JD2521'TO REACH FROM THE POST OFFICE IN LUPUS GO WEST, SOUTH AND WEST
 JD2521'ON COUNTY ROUTE P FOR 0.45 MILE TO FORK.  TAKE RIGHT FORK AND
 JD2521'FOLLOW MAIN ROAD 0.6 MILE TO FORK JUST BEFORE REACHING BRIDGE.
 JD2521'CONTINUE STRAIGHT AHEAD CROSSING BRIDGE AND FOLLOW MAIN ROAD
 JD2521'FOR 1.9 MILES TO AZIMUTH MARK ON RIGHT OR NORTH SIDE OF ROAD
 JD2521'AS DESCRIBED.  CONTINUE ON MAIN ROAD FOR 0.2 MILE TO TRACK ROAD
 JD2521'ON LEFT.  GO SOUTH ON TRACK ROAD TO HEDGE AND STATION AS
 JD2521'DESCRIBED.
 JD2521'
 JD2521'NOTE- DUE TO FARM BUILDINGS AND TREES IT WAS IMPOSSIBLE TO TIE
 JD2521'IN MISSOURI RIVER COMMISSION STATION MT. VERNON WHICH IS ABOUT
 JD2521'0.5 MILE EAST OF STATION IN A FARMYARD.
 JD2521'
 JD2521'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD2521
 JD2521                          STATION RECOVERY (1971)
 JD2521
 JD2521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2521'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JD2521'WERE SEARCHED FOR BUT NOT FOUND.  THE OLD HEDGE ROW MENTIONED
 JD2521'IN THE ORIGINAL DESCRIPTION IS GONE AND THE STATION SITE AREA IS
 JD2521'NOW IN A SMALL ORCHARD.  CONSIDERABLE TIME WAS SPENT SEARCHING
 JD2521'THE AREA.  THE STATION WILL BE VISITED AGAIN AT A LATER
 JD2521'DATE AND ANOTHER SEARCH WILL BE MADE.  THE AZIMUTH MARK WAS
 JD2521'RECOVERED AND FOUND IN GOOD CONDITION.  A METAL WITNESS SIGN
 JD2521'WAS ATTACHED TO THE WALNUT TREE MENTIONED IN THE ORIGINAL
 JD2521'DESCRIPTION.  THE TO REACH THE STATION WAS FOUND ADEQUATE.
 JD2521'
 JD2521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2521'ABOUT 2 MILES NORTHEAST OF LUPUS.
 JD2521
 JD2521                          STATION RECOVERY (1971)
 JD2521
 JD2521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2521'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JD2521'WERE SEARCHED FOR BUT NOT FOUND AND WERE PROBABLY DESTROYED
 JD2521'OR COVERED WITH DIRT WHEN THE OLD HEDGE ROW WAS REMOVED AT THE
 JD2521'STATION SITE.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD
 JD2521'CONDITION.  A METAL WITNESS SIGN WAS ATTACHED TO THE WALNUT
 JD2521'TREE MENTIONED IN THE ORIGINAL DESCRIPTION.  THE TO REACH
 JD2521'THE STATION WAS FOUND ADEQUATE.  SINCE OLD TIES ARE GONE IT IS
 JD2521'DIFFICULT TO FIND THE EXACT LOCATION OF THE STATION.
 JD2521'
 JD2521'ANOTHER ATTEMPT WAS MADE SEARCHING FOR THIS STATION ON MARCH 12,
 JD2521'1971 BUT THE MARKS WERE NOT FOUND.
 JD2521'
 JD2521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2521'ABOUT 2 MILES NE OF LUPUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2541 ***********************************************************************
 JD2541  DESIGNATION -  LURTON
 JD2541  PID         -  JD2541
 JD2541  STATE/COUNTY-  MO/MILLER
 JD2541  USGS QUAD   -  TUSCUMBIA (1987)
 JD2541
 JD2541                         *CURRENT SURVEY CONTROL
 JD2541  ___________________________________________________________________
 JD2541* NAD 83(1997)-  38 14 43.30113(N)    092 23 18.30641(W)     ADJUSTED  
 JD2541* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 JD2541  ___________________________________________________________________
 JD2541  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 JD2541  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JD2541
 JD2541  HORZ ORDER  -  SECOND
 JD2541
 JD2541.The horizontal coordinates were established by classical geodetic methods
 JD2541.and adjusted by the National Geodetic Survey in February 2000..
 JD2541
 JD2541.The orthometric height was scaled from a topographic map.
 JD2541
 JD2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2541
 JD2541.The geoid height was determined by GEOID03.
 JD2541
 JD2541;                    North         East     Units Scale Factor Converg.
 JD2541;SPC MO C     -   267,671.124   509,767.089   MT  0.99993451   +0 04 08.7
 JD2541;UTM  15      - 4,233,215.760   553,516.071   MT  0.99963527   +0 22 42.9
 JD2541
 JD2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2541!SPC MO C     -   0.99996340  x   0.99993451  =   0.99989791
 JD2541!UTM  15      -   0.99996340  x   0.99963527  =   0.99959869
 JD2541
 JD2541:                Primary Azimuth Mark                     Grid Az
 JD2541:SPC MO C     -  LURTON AZ MK                             080 53 33.2
 JD2541:UTM  15      -  LURTON AZ MK                             080 34 59.0
 JD2541
 JD2541|---------------------------------------------------------------------|
 JD2541| PID    Reference Object                     Distance      Geod. Az  |
 JD2541|                                                           dddmmss.s |
 JD2541| CN7336 LURTON AZ MK                                       0805741.9 |
 JD2541| JD2546 ST ELIZABETH ST LAWRENCE CH         APPROX.10.6 KM 0832713.7 |
 JD2541| CN7337 LURTON RM 1                          27.224 METERS 11455     |
 JD2541| CN7338 LURTON RM 2                          19.063 METERS 18422     |
 JD2541|---------------------------------------------------------------------|
 JD2541
 JD2541                          SUPERSEDED SURVEY CONTROL
 JD2541
 JD2541  NAD 83(1986)-  38 14 43.31385(N)    092 23 18.30732(W) AD(       ) 2
 JD2541  NAD 27      -  38 14 43.18800(N)    092 23 17.66200(W) AD(       ) 2
 JD2541
 JD2541.Superseded values are not recommended for survey control.
 JD2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2541.See file dsdata.txt to determine how the superseded data were derived.
 JD2541
 JD2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5351633216(NAD 83)
 JD2541_MARKER: DS = TRIANGULATION STATION DISK
 JD2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2541
 JD2541  HISTORY     - Date     Condition        Report By
 JD2541  HISTORY     - 1947     MONUMENTED       CGS
 JD2541
 JD2541                          STATION DESCRIPTION
 JD2541
 JD2541'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2541'THE STATION IS LOCATED ABOUT 7.0 MILES WEST-SOUTHWEST OF ST.
 JD2541'ELIZABETH, 4.0 MILES EAST OF TUSCUMBIA, ON A HIGH HILL ALONG
 JD2541'THE NORTH SIDE OF COUNTY ROUTE E.  IT IS 33 FEET NORTH OF
 JD2541'THE CENTERLINE OF THE ROAD, 23 FEET WEST-SOUTHWEST OF A
 JD2541'TREE WITH A TRIANGLE BASE AND 6 FEET EAST OF A WITNESS POST.
 JD2541'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LURTON 1947.
 JD2541'
 JD2541'R.M. NO. 1 IS 89.31 FEET EAST-SOUTHEAST OF THE STATION AND
 JD2541'24 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MARK IS
 JD2541'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LURTON 1947
 JD2541'NO 1.
 JD2541'
 JD2541'R.M. NO. 2 IS 62.55 FEET SOUTH OF THE STATION AND 25 FEET
 JD2541'SOUTH OF THE CENTERLINE OF THE ROAD.  THE MARK IS FLUSH
 JD2541'WITH THE GROUND AND THE DISK IS STAMPED LURTON 1947 NO 2.
 JD2541'
 JD2541'AZIMUTH MARK IS ABOUT 0.2 MILE EAST-NORTHEAST OF THE STATION,
 JD2541'25 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 6 FEET WEST
 JD2541'OF A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 JD2541'THE DISK IS STAMPED LURTON 1947.
 JD2541'
 JD2541'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 17,
 JD2541'0.5 MILE NORTHEAST OF TUSCUMBIA, GO EASTERLY ON HIGHWAY
 JD2541'17 ACROSS BRIDGE FOR 0.9 MILE, TURN LEFT ON COUNTY ROUTE
 JD2541'E FOR 4.0 MILES TO TOP OF HILL AND THE STATION ON THE LEFT.
 JD2541'
 JD2541'TO REACH THE AZIMUTH FROM THE STATION, CONTINUE ON EASTERLY
 JD2541'0.2 MILE TO CURVE IN THE ROAD AND THE MARK ON THE RIGHT.
 JD2541'
 JD2541'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0731 ***********************************************************************
 GF0731  DESIGNATION -  LUTIE LOOKOUT TOWER
 GF0731  PID         -  GF0731
 GF0731  STATE/COUNTY-  MO/OZARK
 GF0731  USGS QUAD   -  THEODOSIA (1968)
 GF0731
 GF0731                         *CURRENT SURVEY CONTROL
 GF0731  ___________________________________________________________________
 GF0731* NAD 83(1997)-  36 33 53.50601(N)    092 42 55.42928(W)     ADJUSTED  
 GF0731* NAVD 88     -                                                        
 GF0731  ___________________________________________________________________
 GF0731  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 GF0731  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 GF0731
 GF0731  HORZ ORDER  -  THIRD
 GF0731
 GF0731.The horizontal coordinates were established by classical geodetic methods
 GF0731.and adjusted by the National Geodetic Survey in February 2000..
 GF0731
 GF0731
 GF0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0731
 GF0731.The geoid height was determined by GEOID03.
 GF0731
 GF0731;                    North         East     Units Scale Factor Converg.
 GF0731;SPC MO C     -    81,188.661   480,719.724   MT  0.99993791   -0 07 41.9
 GF0731;UTM  15      - 4,046,640.635   525,466.451   MT  0.99960799   +0 10 10.4
 GF0731
 GF0731                          SUPERSEDED SURVEY CONTROL
 GF0731
 GF0731  NAD 83(1997)-  36 33 53.50743(N)    092 42 55.42827(W) AD(       ) 4
 GF0731  NAD 83(1986)-  36 33 53.51624(N)    092 42 55.42885(W) AD(       ) 4
 GF0731  NAD 27      -  36 33 53.28600(N)    092 42 54.82100(W) AD(       ) 3
 GF0731
 GF0731.Superseded values are not recommended for survey control.
 GF0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0731.See file dsdata.txt to determine how the superseded data were derived.
 GF0731
 GF0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2546646641(NAD 83)
 GF0731_MARKER: 57 = LOOKOUT TOWER
 GF0731
 GF0731  HISTORY     - Date     Condition        Report By
 GF0731  HISTORY     - 1953     FIRST OBSERVED   CGS
 GF0731
 GF0731                          STATION DESCRIPTION
 GF0731
 GF0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GF0731'THE STATION IS 2 MILES WEST AND 2-1/4 MILES SOUTH OF THE
 GF0731'LUTIE POST OFFICE, 2-1/2 MILES EAST AND 1/2 MILE SOUTH OF
 GF0731'THE POST OFFICE IN OCIE AND ABOUT 1 MILE SOUTH OF THE JUNCTION
 GF0731'OF STATE HIGHWAY 80 AND COUNTY ROAD P, IN THE NORTHWEST CORNER
 GF0731'OF SEC. 27, T 22 N, R 16 W, ON THE SUMMIT OF A HILL LOCALLY
 GF0731'KNOWN AS HOLT BALD.
 GF0731'
 GF0731'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 120 FEET HIGH
 GF0731'SUPPORTING AN OBSERVATION CABIN.
 GF0731'
 GF0731'A TRAVERSE CONNECTION WAS MADE FROM THE DETERMINED CENTER OF
 GF0731'THE BASE OF THE LOOKOUT TOWER TO TRIANGULATION STATION HOLT BALD
 GF0731'AND THE DISTANCE WAS FOUND TO BE 58.87 FEET AND 17.972 METERS.
 GF0731'
 GF0731'NOTE- STATE HIGHWAY 80 HAS BEEN CHANGED TO U. S. HIGHWAY 160
 GF0731'AS OF 1 JANUARY 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1684 ***********************************************************************
 JC1684  DESIGNATION -  LUTZ
 JC1684  PID         -  JC1684
 JC1684  STATE/COUNTY-  MO/JEFFERSON
 JC1684  USGS QUAD   -  FLETCHER (1981)
 JC1684
 JC1684                         *CURRENT SURVEY CONTROL
 JC1684  ___________________________________________________________________
 JC1684* NAD 83(1997)-  38 11 36.55223(N)    090 38 50.23619(W)     ADJUSTED  
 JC1684* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 JC1684  ___________________________________________________________________
 JC1684  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 JC1684  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 JC1684
 JC1684  HORZ ORDER  -  THIRD
 JC1684
 JC1684.The horizontal coordinates were established by classical geodetic methods
 JC1684.and adjusted by the National Geodetic Survey in February 2000..
 JC1684
 JC1684.The orthometric height was scaled from a topographic map.
 JC1684
 JC1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1684
 JC1684.The geoid height was determined by GEOID03.
 JC1684
 JC1684;                    North         East     Units Scale Factor Converg.
 JC1684;SPC MO E     -   261,917.750   237,098.268   MT  0.99993538   -0 05 27.9
 JC1684;UTM  15      - 4,229,899.506   706,031.707   MT  1.00012282   +1 27 18.9
 JC1684
 JC1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1684!SPC MO E     -   0.99996973  x   0.99993538  =   0.99990511
 JC1684!UTM  15      -   0.99996973  x   1.00012282  =   1.00009255
 JC1684
 JC1684|---------------------------------------------------------------------|
 JC1684| PID    Reference Object                     Distance      Geod. Az  |
 JC1684|                                                           dddmmss.s |
 JC1684| CI4548 LUTZ RM 1                            31.522 METERS 11426     |
 JC1684| CI4547 LUTZ AZ MK                                         1491657.9 |
 JC1684| CI4549 LUTZ RM 2                            22.854 METERS 17512     |
 JC1684| JC1683 TT 43 L                             142.068 METERS 17931     |
 JC1684|---------------------------------------------------------------------|
 JC1684
 JC1684                          SUPERSEDED SURVEY CONTROL
 JC1684
 JC1684  NAD 83(1997)-  38 11 36.55501(N)    090 38 50.23674(W) AD(       ) 3
 JC1684  NAD 83(1986)-  38 11 36.56585(N)    090 38 50.23489(W) AD(       ) 3
 JC1684  NAD 27      -  38 11 36.36300(N)    090 38 49.77700(W) AD(       ) 3
 JC1684
 JC1684.Superseded values are not recommended for survey control.
 JC1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1684.See file dsdata.txt to determine how the superseded data were derived.
 JC1684
 JC1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC0603229900(NAD 83)
 JC1684_MARKER: DS = TRIANGULATION STATION DISK
 JC1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1684
 JC1684  HISTORY     - Date     Condition        Report By
 JC1684  HISTORY     - 1956     MONUMENTED       CGS
 JC1684
 JC1684                          STATION DESCRIPTION
 JC1684
 JC1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1684'THE STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE NORTHWEST OF
 JC1684'DE SOTO, 5-1/2 MILES AIRLINE SOUTHWEST OF HILLSBORO, AND 1-1/2
 JC1684'MILES SOUTH SOUTHEAST OF THE WARE STORE AND POST OFFICE, ON
 JC1684'PROPERTY OF MR. RONALD LUTZ.
 JC1684'
 JC1684'TO REACH FROM THE RAILROAD DEPOT IN DE SOTO, GO SOUTH ON MAINE
 JC1684'STREET TO MILLER STREET (COUNTY ROUTE N), TURN RIGHT AND GO
 JC1684'WESTERLY FOR ABOUT 1-1/2 MILES TO STATE HIGHWAY 21, TURN RIGHT ON
 JC1684'STATE HIGHWAY 21 AND GO NORTH FOR 0.85 MILE TO A SURFACED ROAD
 JC1684'LEFT (COUNTY ROUTE Y), TURN LEFT ON COUNTY ROUTE Y AND GO 4.8
 JC1684'MILES TO A T ROAD LEFT, CONTINUE FOR 0.1 MILE TO THE HOME OF MR.
 JC1684'LUTZ ON THE RIGHT AND THE STATION.
 JC1684'
 JC1684'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED LUTZ 1956,
 JC1684'SET IN A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 JC1684'4 INCHES, 47 FEET EAST OF THE CENTER LINE OF COUNTY ROUTE Y,
 JC1684'22 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO MR. LUTZS
 JC1684'RESIDENCE.
 JC1684'
 JC1684'REFERENCE MARK 1 IS A STANDARD BRONZE DISK STAMPED LUTZ NO 1 1956,
 JC1684'SET IN A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2
 JC1684'INCHES, 1 FOOT NORTHWEST OF A FENCE CORNER, 20.7 FEET SOUTH
 JC1684'SOUTHWEST OF THE SOUTH SOUTHWEST CORNER OF MR. LUTZS RESIDENCE.
 JC1684'IT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 JC1684'
 JC1684'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LUTZ NO 2 1956,
 JC1684'SET IN A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 JC1684'6 INCHES, 42 FEET EAST OF THE CENTER LINE OF COUNTY ROUTE Y.
 JC1684'IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 JC1684'
 JC1684'AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED LUTZ 1956 SET IN A
 JC1684'10 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 4-1/2
 JC1684'FEET SOUTHWEST OF A FENCE LINE, 2.8 FEET NORTH OF A POWER LINE
 JC1684'POLE, AND 23 FEET EAST OF THE CENTER LINE OF COUNTY ROUTE Y.
 JC1684'IT IS 0.4 MILE SOUTH OF THE STATION.
 JC1684'
 JC1684'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON
 JC1684'COUNTY ROUTE Y FOR 0.4 MILE TO AZIMUTH MARK ON LEFT (EAST) SIDE
 JC1684'OF ROAD.
 JC1684'
 JC1684'TT 43 L (USGS) 1930 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 JC1684'SET IN A 6 INCH SQUARE POST PROJECTING ABOUT 6 INCHES, 40 FEET
 JC1684'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, AND 30 FEET WEST OF
 JC1684'THE CENTER LINE OF COUNTY ROUTE Y.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8203 ***********************************************************************
 AE8203  CBN         -  This is a Cooperative Base Network Control Station.
 AE8203  DESIGNATION -  LV 01
 AE8203  PID         -  AE8203
 AE8203  STATE/COUNTY-  MO/LIVINGSTON
 AE8203  USGS QUAD   -  CHILLICOTHE (1984)
 AE8203
 AE8203                         *CURRENT SURVEY CONTROL
 AE8203  ___________________________________________________________________
 AE8203* NAD 83(1997)-  39 47 48.37857(N)    093 33 14.00101(W)     ADJUSTED  
 AE8203* NAVD 88     -       241.5    (meters)     792.     (feet)  GPS OBS   
 AE8203  ___________________________________________________________________
 AE8203  X           -    -304,192.885 (meters)                     COMP
 AE8203  Y           -  -4,897,904.830 (meters)                     COMP
 AE8203  Z           -   4,060,807.870 (meters)                     COMP
 AE8203  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AE8203  ELLIP HEIGHT-         208.97  (meters)          (03/31/98) GPS OBS
 AE8203  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 AE8203
 AE8203  HORZ ORDER  -  B
 AE8203  ELLP ORDER  -  THIRD     CLASS I
 AE8203
 AE8203.The horizontal coordinates were established by GPS observations
 AE8203.and adjusted by the National Geodetic Survey in March 1998..
 AE8203
 AE8203.The orthometric height was determined by GPS observations and a
 AE8203.high-resolution geoid model.
 AE8203
 AE8203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8203
 AE8203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8203
 AE8203.The ellipsoidal height was determined by GPS observations
 AE8203.and is referenced to NAD 83.
 AE8203
 AE8203.The geoid height was determined by GEOID03.
 AE8203
 AE8203;                    North         East     Units Scale Factor Converg.
 AE8203;SPC MO C     -   440,416.315   409,743.197   MT  1.00003359   -0 40 28.6
 AE8203;UTM  15      - 4,405,347.987   452,580.187   MT  0.99962768   -0 21 16.3
 AE8203
 AE8203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8203!SPC MO C     -   0.99996722  x   1.00003359  =   1.00000081
 AE8203!UTM  15      -   0.99996722  x   0.99962768  =   0.99959491
 AE8203
 AE8203                          SUPERSEDED SURVEY CONTROL
 AE8203
 AE8203.No superseded survey control is available for this station.
 AE8203
 AE8203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE5258005348(NAD 83)
 AE8203_MARKER: DD = SURVEY DISK
 AE8203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8203_STAMPING: LV-01 1993
 AE8203_MARK LOGO: MODNR 
 AE8203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8203+STABILITY: SURFACE MOTION
 AE8203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8203+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1997
 AE8203
 AE8203  HISTORY     - Date     Condition        Report By
 AE8203  HISTORY     - 1993     MONUMENTED       MODNR
 AE8203  HISTORY     - 19970206 GOOD             NGS
 AE8203  HISTORY     - 20040821 MARK NOT FOUND   GEOCAC
 AE8203
 AE8203                          STATION DESCRIPTION
 AE8203
 AE8203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE8203'THE STATION IS LOCATED IN CHILLICOTHE, MO., IN THE SOUTHWEST QUADRANT
 AE8203'OF THE INTERSECTION OF U.S.  HIGHWAY 65 (WASHINGTON STREET) , MISSOURI
 AE8203'ROUTE V AND POLK STREET AT THE MUNICIPAL UTILITIES BUILDING.
 AE8203'OWNERSHIP--CITY OF CHILLICOTHE.  THE STATION IS AN ALUMINUM DNR
 AE8203'GEOGRAPHIC REFERENCE SYSTEM SURVEY MARKER SET IN THE TOP OF A ROUND
 AE8203'CONCRETE MONUMENT.  IT IS, 18.9 M (62.0 FT) SOUTH OF THE POLK STREET
 AE8203'CENTERLINE, 11.7 M (38.4 FT) SOUTHWEST OF THE TOP BOLT OF A FIRE
 AE8203'HYDRANT, 8.2 M (26.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 AE8203'MUNICIPAL UTILITIES BUILDING, 4.9 M (16.1 FT) WEST OF THE HIGHWAY 65
 AE8203'WEST CURB, 4.7 M (15.4 FT) NORTHEAST OF A FLAG POLE CENTER, 1.4 M (4.6
 AE8203'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A LIGHT POST BASE, AND THE
 AE8203'MONUMENT IS ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND
 AE8203'SURFACE.  BY R.G.  HAYES.
 AE8203
 AE8203                          STATION RECOVERY (2004)
 AE8203
 AE8203'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 AE8203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0185 ***********************************************************************
 JE0185  DESIGNATION -  LXXI
 JE0185  PID         -  JE0185
 JE0185  STATE/COUNTY-  MO/CASS
 JE0185  USGS QUAD   -  RAYMORE (1990)
 JE0185
 JE0185                         *CURRENT SURVEY CONTROL
 JE0185  ___________________________________________________________________
 JE0185* NAD 83(1986)-  38 48 16.     (N)    094 27 26.     (W)     SCALED    
 JE0185* NAVD 88     -       336.827  (meters)    1105.07   (feet)  ADJUSTED  
 JE0185  ___________________________________________________________________
 JE0185  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JE0185  DYNAMIC HT  -         336.601 (meters)    1104.33  (feet)  COMP
 JE0185  MODELED GRAV-     979,947.1   (mgal)                       NAVD 88
 JE0185
 JE0185  VERT ORDER  -  FIRST     CLASS II
 JE0185
 JE0185.The horizontal coordinates were scaled from a topographic map and have
 JE0185.an estimated accuracy of +/- 6 seconds.
 JE0185
 JE0185.The orthometric height was determined by differential leveling
 JE0185.and adjusted by the National Geodetic Survey in June 1991..
 JE0185.WARNING-Repeat measurements at this control monument indicate possible
 JE0185.vertical movement.
 JE0185
 JE0185.The geoid height was determined by GEOID03.
 JE0185
 JE0185.The dynamic height is computed by dividing the NAVD 88
 JE0185.geopotential number by the normal gravity value computed on the
 JE0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0185.degrees latitude (g = 980.6199 gals.).
 JE0185
 JE0185.The modeled gravity was interpolated from observed gravity values.
 JE0185
 JE0185;                    North         East    Units  Estimated Accuracy
 JE0185;SPC MO W     -   292,740.      853,720.      MT  (+/- 180 meters Scaled)
 JE0185
 JE0185                          SUPERSEDED SURVEY CONTROL
 JE0185
 JE0185  NGVD 29 (??/??/92)  336.710  (m)         1104.69   (f) ADJ UNCH    1 2
 JE0185
 JE0185.Superseded values are not recommended for survey control.
 JE0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0185.See file dsdata.txt to determine how the superseded data were derived.
 JE0185
 JE0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC734960(NAD 83)
 JE0185_MARKER: H = DRILL HOLE
 JE0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0185_SP_SET: LIMESTONE POST
 JE0185_MARK LOGO: NONE  
 JE0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0185+STABILITY: SURFACE MOTION
 JE0185
 JE0185  HISTORY     - Date     Condition        Report By
 JE0185  HISTORY     - 1893     MONUMENTED       CGS
 JE0185  HISTORY     - 1938     GOOD             USGS
 JE0185  HISTORY     - 1963     GOOD             CGS
 JE0185
 JE0185                          STATION DESCRIPTION
 JE0185
 JE0185'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0185'RECOVERED IN GOOD CONDITION.
 JE0185
 JE0185                          STATION RECOVERY (1963)
 JE0185
 JE0185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JE0185'0.4 MI NW FROM RAYMORE.
 JE0185'ABOUT 0.2 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE
 JE0185'AT RAYMORE, THENCE 0.15 MILE NORTH ALONG MADISON STREET, 47
 JE0185'FEET WEST OF THE CENTER LINE OF THE STREET, 13 FEET NORTH OF THE
 JE0185'CENTER LINE OF A DRIVE WAY, 77 YARDS SOUTHWEST OF THE CENTER
 JE0185'LINE OF A CURVE IN THE HIGHWAY, 127 FEET NORTHEAST OF THE NORTHEAST
 JE0185'CORNER OF A TWO STORY HOUSE ON A KNOLL, 110 FEET SOUTHWEST OF
 JE0185'AND ACROSS MADISON STREET FROM THE SOUTHWEST CORNER OF A CONCRETE
 JE0185'BLOCK SERVICE STATION, 12 FEET EAST OF A 38-INCH ELM TREE,
 JE0185'ABOUT 2 FEET ABOVE THE LEVEL OF THE DRIVEWAY, AND THE BOTTOM
 JE0185'OF A ROUND HOLE IN THE TOP OF A LIMESTONE POST FLUSH WITH THE
 JE0185'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0021 ***********************************************************************
 JE0021  DESIGNATION -  LXXVI
 JE0021  PID         -  JE0021
 JE0021  STATE/COUNTY-  MO/CASS
 JE0021  USGS QUAD   -  AUSTIN (1981)
 JE0021
 JE0021                         *CURRENT SURVEY CONTROL
 JE0021  ___________________________________________________________________
 JE0021* NAD 83(1986)-  38 34 19.     (N)    094 21 39.     (W)     SCALED    
 JE0021* NAVD 88     -       268.159  (meters)     879.78   (feet)  ADJUSTED  
 JE0021  ___________________________________________________________________
 JE0021  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0021  DYNAMIC HT  -         267.974 (meters)     879.18  (feet)  COMP
 JE0021  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 JE0021
 JE0021  VERT ORDER  -  FIRST     CLASS II
 JE0021
 JE0021.The horizontal coordinates were scaled from a topographic map and have
 JE0021.an estimated accuracy of +/- 6 seconds.
 JE0021
 JE0021.The orthometric height was determined by differential leveling
 JE0021.and adjusted by the National Geodetic Survey in June 1991..
 JE0021.WARNING-Repeat measurements at this control monument indicate possible
 JE0021.vertical movement.
 JE0021
 JE0021.The geoid height was determined by GEOID03.
 JE0021
 JE0021.The dynamic height is computed by dividing the NAVD 88
 JE0021.geopotential number by the normal gravity value computed on the
 JE0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0021.degrees latitude (g = 980.6199 gals.).
 JE0021
 JE0021.The modeled gravity was interpolated from observed gravity values.
 JE0021
 JE0021;                    North         East    Units  Estimated Accuracy
 JE0021;SPC MO W     -   266,940.      862,130.      MT  (+/- 180 meters Scaled)
 JE0021
 JE0021                          SUPERSEDED SURVEY CONTROL
 JE0021
 JE0021  NGVD 29 (??/??/92)  268.045  (m)          879.41   (f) ADJ UNCH    1 2
 JE0021
 JE0021.Superseded values are not recommended for survey control.
 JE0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0021.See file dsdata.txt to determine how the superseded data were derived.
 JE0021
 JE0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC814701(NAD 83)
 JE0021_MARKER: Q = CHISELED SQUARE
 JE0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0021_SP_SET: LIMESTONE POST
 JE0021_MARK LOGO: NONE  
 JE0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0021+STABILITY: SURFACE MOTION
 JE0021
 JE0021  HISTORY     - Date     Condition        Report By
 JE0021  HISTORY     - 1894     MONUMENTED       CGS
 JE0021  HISTORY     - 1938     GOOD             USGS
 JE0021  HISTORY     - 1963     GOOD             NGS
 JE0021
 JE0021                          STATION DESCRIPTION
 JE0021
 JE0021'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0021'RECOVERED IN GOOD CONDITION.
 JE0021
 JE0021                          STATION RECOVERY (1963)
 JE0021
 JE0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JE0021'6.6 MI S FROM HARRISONVILLE.
 JE0021'ABOUT 6.55 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0021'THE STATION AT HARRISONVILLE, OR 3.0 MILES NORTH ALONG THE MISSOURI
 JE0021'PACIFIC RAILROAD FROM THE STATION AT ARCHIE, THENCE 0.3 MILE EAST
 JE0021'ALONG A GRAVELED ROAD, THENCE 2.5 MILES NORTH ALONG U.S. HIGHWAY
 JE0021'71, THENCE 0.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.9 MILE
 JE0021'NORTH ALONG A GRAVELED ROAD, 0.15 MILE NORTHWEST OF A STATION
 JE0021'SIGN AT LONE TREE, 0.15 MILE NORTH OF AN OLD BRICK BUILDING, 6
 JE0021'POLES SOUTH OF MILEPOST 265.10, 94 YARDS WEST OF THE WEST RAIL
 JE0021'OF THE MAIN TRACK, 45 FEET WEST OF THE CENTER LINE OF A GRAVELED
 JE0021'ROAD, 31.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 21
 JE0021'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 8 1/2 FEET
 JE0021'SOUTH OF THE MOST EASTERLY OF 4 CEDAR TREES, THE BOTTOM OF A
 JE0021'SQUARE HOLE SURROUNDED BY THE LETTERS USBM IN THE TOP OF A
 JE0021'LIMESTONE POST WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0023 ***********************************************************************
 JE0023  DESIGNATION -  LXXVI A
 JE0023  PID         -  JE0023
 JE0023  STATE/COUNTY-  MO/CASS
 JE0023  USGS QUAD   -  AUSTIN (1981)
 JE0023
 JE0023                         *CURRENT SURVEY CONTROL
 JE0023  ___________________________________________________________________
 JE0023* NAD 83(1986)-  38 35 21.     (N)    094 21 44.     (W)     SCALED    
 JE0023* NAVD 88     -       257.722  (meters)     845.54   (feet)  ADJUSTED  
 JE0023  ___________________________________________________________________
 JE0023  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0023  DYNAMIC HT  -         257.545 (meters)     844.96  (feet)  COMP
 JE0023  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 JE0023
 JE0023  VERT ORDER  -  FIRST     CLASS II
 JE0023
 JE0023.The horizontal coordinates were scaled from a topographic map and have
 JE0023.an estimated accuracy of +/- 6 seconds.
 JE0023
 JE0023.The orthometric height was determined by differential leveling
 JE0023.and adjusted by the National Geodetic Survey in June 1991..
 JE0023.WARNING-Repeat measurements at this control monument indicate possible
 JE0023.vertical movement.
 JE0023
 JE0023.The geoid height was determined by GEOID03.
 JE0023
 JE0023.The dynamic height is computed by dividing the NAVD 88
 JE0023.geopotential number by the normal gravity value computed on the
 JE0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0023.degrees latitude (g = 980.6199 gals.).
 JE0023
 JE0023.The modeled gravity was interpolated from observed gravity values.
 JE0023
 JE0023;                    North         East    Units  Estimated Accuracy
 JE0023;SPC MO W     -   268,850.      862,000.      MT  (+/- 180 meters Scaled)
 JE0023
 JE0023                          SUPERSEDED SURVEY CONTROL
 JE0023
 JE0023  NGVD 29 (??/??/92)  257.609  (m)          845.17   (f) ADJ UNCH    1 2
 JE0023
 JE0023.Superseded values are not recommended for survey control.
 JE0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0023.See file dsdata.txt to determine how the superseded data were derived.
 JE0023
 JE0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC813720(NAD 83)
 JE0023_MARKER: Q = CHISELED SQUARE
 JE0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0023_SP_SET: BATTERY BOX FOUNDATION
 JE0023_MARK LOGO: NONE  
 JE0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0023
 JE0023  HISTORY     - Date     Condition        Report By
 JE0023  HISTORY     - 1938     MONUMENTED       USGS
 JE0023  HISTORY     - 1963     GOOD             NGS
 JE0023
 JE0023                          STATION DESCRIPTION
 JE0023
 JE0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0023'5.4 MI S FROM HARRISONVILLE.
 JE0023'ABOUT 5.35 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0023'THE STATION AT HARRISONVILLE, 7 POLES SOUTH OF MILEPOST 364,
 JE0023'6 1/2 POLES SOUTH OF A CROSSING OF THE RAILROAD AND A ROAD, 7
 JE0023'RAILS SOUTH OF THE SOUTH END OF A CONCRETE TRESTLE, 8 FEET WEST
 JE0023'OF THE WEST RAIL, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND,
 JE0023'AND SET IN THE TOP OF THE EAST EDGE OF THE CONCRETE FOUNDATION
 JE0023'OF A BATTERY BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0343 ***********************************************************************
 JE0343  DESIGNATION -  LXXX A
 JE0343  PID         -  JE0343
 JE0343  STATE/COUNTY-  MO/BATES
 JE0343  USGS QUAD   -  ADRIAN (1981)
 JE0343
 JE0343                         *CURRENT SURVEY CONTROL
 JE0343  ___________________________________________________________________
 JE0343* NAD 83(1986)-  38 25 00.     (N)    094 21 10.     (W)     SCALED    
 JE0343* NAVD 88     -       262.686  (meters)     861.83   (feet)  ADJUSTED  
 JE0343  ___________________________________________________________________
 JE0343  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE0343  DYNAMIC HT  -         262.500 (meters)     861.22  (feet)  COMP
 JE0343  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 JE0343
 JE0343  VERT ORDER  -  FIRST     CLASS II
 JE0343
 JE0343.The horizontal coordinates were scaled from a topographic map and have
 JE0343.an estimated accuracy of +/- 6 seconds.
 JE0343
 JE0343.The orthometric height was determined by differential leveling
 JE0343.and adjusted by the National Geodetic Survey in June 1991..
 JE0343
 JE0343.The geoid height was determined by GEOID03.
 JE0343
 JE0343.The dynamic height is computed by dividing the NAVD 88
 JE0343.geopotential number by the normal gravity value computed on the
 JE0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0343.degrees latitude (g = 980.6199 gals.).
 JE0343
 JE0343.The modeled gravity was interpolated from observed gravity values.
 JE0343
 JE0343;                    North         East    Units  Estimated Accuracy
 JE0343;SPC MO W     -   249,710.      862,860.      MT  (+/- 180 meters Scaled)
 JE0343
 JE0343                          SUPERSEDED SURVEY CONTROL
 JE0343
 JE0343  NGVD 29 (??/??/92)  262.563  (m)          861.43   (f) ADJ UNCH    1 2
 JE0343
 JE0343.Superseded values are not recommended for survey control.
 JE0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0343.See file dsdata.txt to determine how the superseded data were derived.
 JE0343
 JE0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC819529(NAD 83)
 JE0343_MARKER: Q = CHISELED SQUARE
 JE0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0343_SP_SET: BATTERY BOX FOUNDATION
 JE0343_MARK LOGO: NONE  
 JE0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0343
 JE0343  HISTORY     - Date     Condition        Report By
 JE0343  HISTORY     - 1938     MONUMENTED       USGS
 JE0343  HISTORY     - 1963     GOOD             NGS
 JE0343
 JE0343                          STATION DESCRIPTION
 JE0343
 JE0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0343'0.2 MI N FROM ADRIAN.
 JE0343'ABOUT 1.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0343'FROM THE STATION AT ADRIAN, 7 POLES SOUTH OF MILEPOST 276,
 JE0343'0.4 MILE SOUTH OF A CROSSING OF THE RAILROAD AND A ROAD, AT
 JE0343'A BATTERY BOX, 7 1/2 FEET WEST OF THE WEST RAIL, ABOUT 2 FEET
 JE0343'ABOVE THE GROUND, AND ON THE TOP OF THE EAST EDGE OF THE CONCRETE
 JE0343'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0321 ***********************************************************************
 JE0321  DESIGNATION -  LXXXI
 JE0321  PID         -  JE0321
 JE0321  STATE/COUNTY-  MO/BATES
 JE0321  USGS QUAD   -  BUTLER (1961)
 JE0321
 JE0321                         *CURRENT SURVEY CONTROL
 JE0321  ___________________________________________________________________
 JE0321* NAD 83(1986)-  38 19 11.     (N)    094 20 58.     (W)     SCALED    
 JE0321* NAVD 88     -       263.897  (meters)     865.80   (feet)  ADJUSTED  
 JE0321  ___________________________________________________________________
 JE0321  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JE0321  DYNAMIC HT  -         263.708 (meters)     865.18  (feet)  COMP
 JE0321  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 JE0321
 JE0321  VERT ORDER  -  FIRST     CLASS II
 JE0321
 JE0321.The horizontal coordinates were scaled from a topographic map and have
 JE0321.an estimated accuracy of +/- 6 seconds.
 JE0321
 JE0321.The orthometric height was determined by differential leveling
 JE0321.and adjusted by the National Geodetic Survey in June 1991..
 JE0321.WARNING-Repeat measurements at this control monument indicate possible
 JE0321.vertical movement.
 JE0321
 JE0321.The geoid height was determined by GEOID03.
 JE0321
 JE0321.The dynamic height is computed by dividing the NAVD 88
 JE0321.geopotential number by the normal gravity value computed on the
 JE0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0321.degrees latitude (g = 980.6199 gals.).
 JE0321
 JE0321.The modeled gravity was interpolated from observed gravity values.
 JE0321
 JE0321;                    North         East    Units  Estimated Accuracy
 JE0321;SPC MO W     -   238,950.      863,170.      MT  (+/- 180 meters Scaled)
 JE0321
 JE0321                          SUPERSEDED SURVEY CONTROL
 JE0321
 JE0321  NGVD 29 (??/??/92)  263.773  (m)          865.40   (f) ADJ UNCH    1 2
 JE0321
 JE0321.Superseded values are not recommended for survey control.
 JE0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0321.See file dsdata.txt to determine how the superseded data were derived.
 JE0321
 JE0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC820421(NAD 83)
 JE0321_MARKER: Q = CHISELED SQUARE
 JE0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0321_SP_SET: LIMESTONE POST
 JE0321_MARK LOGO: NONE  
 JE0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0321+STABILITY: SURFACE MOTION
 JE0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0321+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 JE0321
 JE0321  HISTORY     - Date     Condition        Report By
 JE0321  HISTORY     - 1894     MONUMENTED       CGS
 JE0321  HISTORY     - 1938     GOOD             USGS
 JE0321  HISTORY     - 1963     GOOD             USGS
 JE0321  HISTORY     - 19990708 GOOD             NGS
 JE0321  HISTORY     - 20051105 GOOD             INDIV
 JE0321
 JE0321                          STATION DESCRIPTION
 JE0321
 JE0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1894
 JE0321'AT PASSAIC.
 JE0321'AT PASSAIC, 121 FEET EAST OF THE POST OFFICE, 39 FEET NORTHEAST
 JE0321'OF THE T.L. STURGEON RESIDENCE IN 1938, 26 FEET SOUTH OF AN
 JE0321'EAST-AND-WEST STREET, 21 FEET WEST OF A T-STREET LEADING SOUTH,
 JE0321'AND 1 FOOT SOUTH OF THE SIDEWALK.  THE BOTTOM OF A SQUARE HOLE,
 JE0321'SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 JE0321
 JE0321                          STATION RECOVERY (1938)
 JE0321
 JE0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 JE0321'RECOVERED IN GOOD CONDITION.
 JE0321
 JE0321                          STATION RECOVERY (1963)
 JE0321
 JE0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JE0321'AT PASSACI, 121 FEET EAST OF THE POST OFFICE, 39 FEET NORTHEAST OF
 JE0321'THE NORTHEAST CORNER OF A SMALL FRAME HOUSE, 28 FEET SOUTH OF STATE
 JE0321'ROAD F, 23 FEET WEST OF A STREET LEADING SOUTH, 1 FOOT SOUTH OF A
 JE0321'SIDEWALK, AND SET IN THE TOP OF A LIMESTONE POST PROJECTING 4 INCHES.
 JE0321
 JE0321                          STATION RECOVERY (1999)
 JE0321
 JE0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 JE0321'RECOVERED IN GOOD CONDITION.
 JE0321
 JE0321                          STATION RECOVERY (2005)
 JE0321
 JE0321'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0323 ***********************************************************************
 JE0323  DESIGNATION -  LXXXI A
 JE0323  PID         -  JE0323
 JE0323  STATE/COUNTY-  MO/BATES
 JE0323  USGS QUAD   -  BUTLER (1961)
 JE0323
 JE0323                         *CURRENT SURVEY CONTROL
 JE0323  ___________________________________________________________________
 JE0323* NAD 83(1986)-  38 20 04.     (N)    094 21 09.     (W)     SCALED    
 JE0323* NAVD 88     -       257.477  (meters)     844.74   (feet)  ADJUSTED  
 JE0323  ___________________________________________________________________
 JE0323  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JE0323  DYNAMIC HT  -         257.292 (meters)     844.13  (feet)  COMP
 JE0323  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 JE0323
 JE0323  VERT ORDER  -  FIRST     CLASS II
 JE0323
 JE0323.The horizontal coordinates were scaled from a topographic map and have
 JE0323.an estimated accuracy of +/- 6 seconds.
 JE0323
 JE0323.The orthometric height was determined by differential leveling
 JE0323.and adjusted by the National Geodetic Survey in June 1991..
 JE0323
 JE0323.The geoid height was determined by GEOID03.
 JE0323
 JE0323.The dynamic height is computed by dividing the NAVD 88
 JE0323.geopotential number by the normal gravity value computed on the
 JE0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0323.degrees latitude (g = 980.6199 gals.).
 JE0323
 JE0323.The modeled gravity was interpolated from observed gravity values.
 JE0323
 JE0323;                    North         East    Units  Estimated Accuracy
 JE0323;SPC MO W     -   240,580.      862,900.      MT  (+/- 180 meters Scaled)
 JE0323
 JE0323                          SUPERSEDED SURVEY CONTROL
 JE0323
 JE0323  NGVD 29 (??/??/92)  257.354  (m)          844.34   (f) ADJ UNCH    1 2
 JE0323
 JE0323.Superseded values are not recommended for survey control.
 JE0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0323.See file dsdata.txt to determine how the superseded data were derived.
 JE0323
 JE0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC817437(NAD 83)
 JE0323_MARKER: Q = CHISELED SQUARE
 JE0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0323_SP_SET: SWITCH BASE
 JE0323_MARK LOGO: NONE  
 JE0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0323
 JE0323  HISTORY     - Date     Condition        Report By
 JE0323  HISTORY     - 1938     MONUMENTED       USGS
 JE0323
 JE0323                          STATION DESCRIPTION
 JE0323
 JE0323'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0323'1 MI N FROM PASSAIC.
 JE0323'1.0 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM PASSAIC,
 JE0323'AT THE THIRTY-SECOND POLE SOUTH OF MILEPOST 281, AT THE SOUTHWEST
 JE0323'CORNER OF A ROAD CROSSING, AND ON THE CONCRETE BASE OF A SIGNAL
 JE0323'BLOCK SWITCH.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0282 ***********************************************************************
 JE0282  DESIGNATION -  LXXXVI
 JE0282  PID         -  JE0282
 JE0282  STATE/COUNTY-  MO/BATES
 JE0282  USGS QUAD   -  RICH HILL (1991)
 JE0282
 JE0282                         *CURRENT SURVEY CONTROL
 JE0282  ___________________________________________________________________
 JE0282* NAD 83(1986)-  38 05 43.     (N)    094 21 47.     (W)     SCALED    
 JE0282* NAVD 88     -       245.318  (meters)     804.85   (feet)  ADJUSTED  
 JE0282  ___________________________________________________________________
 JE0282  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JE0282  DYNAMIC HT  -         245.139 (meters)     804.26  (feet)  COMP
 JE0282  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 JE0282
 JE0282  VERT ORDER  -  FIRST     CLASS II
 JE0282
 JE0282.The horizontal coordinates were scaled from a topographic map and have
 JE0282.an estimated accuracy of +/- 6 seconds.
 JE0282
 JE0282.The orthometric height was determined by differential leveling
 JE0282.and adjusted by the National Geodetic Survey in June 1991..
 JE0282.WARNING-Repeat measurements at this control monument indicate possible
 JE0282.vertical movement.
 JE0282
 JE0282.The geoid height was determined by GEOID03.
 JE0282
 JE0282.The dynamic height is computed by dividing the NAVD 88
 JE0282.geopotential number by the normal gravity value computed on the
 JE0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0282.degrees latitude (g = 980.6199 gals.).
 JE0282
 JE0282.The modeled gravity was interpolated from observed gravity values.
 JE0282
 JE0282;                    North         East    Units  Estimated Accuracy
 JE0282;SPC MO W     -   214,030.      862,010.      MT  (+/- 180 meters Scaled)
 JE0282
 JE0282                          SUPERSEDED SURVEY CONTROL
 JE0282
 JE0282  NGVD 29 (??/??/92)  245.203  (m)          804.47   (f) ADJ UNCH    1 2
 JE0282
 JE0282.Superseded values are not recommended for survey control.
 JE0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0282.See file dsdata.txt to determine how the superseded data were derived.
 JE0282
 JE0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC804172(NAD 83)
 JE0282_MARKER: Q = CHISELED SQUARE
 JE0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0282_SP_SET: WINDOW SILL
 JE0282_MARK LOGO: NONE  
 JE0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0282
 JE0282  HISTORY     - Date     Condition        Report By
 JE0282  HISTORY     - 1893     MONUMENTED       CGS
 JE0282  HISTORY     - 1938     GOOD             USGS
 JE0282  HISTORY     - 1945     GOOD             NGS
 JE0282  HISTORY     - 1963     GOOD             CGS
 JE0282
 JE0282                          STATION DESCRIPTION
 JE0282
 JE0282'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JE0282'RECOVERED IN GOOD CONDITION.
 JE0282
 JE0282                          STATION RECOVERY (1945)
 JE0282
 JE0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 JE0282'AT RICH HILL.
 JE0282'AT RICH HILL, BATES COUNTY, TWO BLOCKS WEST OF THE MISSOURI
 JE0282'PACIFIC RAILROAD, ON THE MAIN STREET, AT THE SOUTHEAST CORNER
 JE0282'OF A SQUARE, ON THE NORTH SIDE OF A BRICK-AND-STONE BUILDING
 JE0282'OCCUPIED IN 1938 BY A DRUGSTORE (FORMERLY A BANK), 6 INCHES
 JE0282'WEST OF THE EAST END OF THE SANDSTONE SILL OF THE EAST WINDOW,
 JE0282'AND 3 FEET ABOVE THE SIDEWALK.  THE BOTTOM OF A SQUARE CUT.
 JE0282'NOTE-- IT WAS REPORTED IN 1934 THAT THIS MARK HAS BEEN CUT
 JE0282'THROUGH STUCCO WHICH HAS BROKEN OFF AND ONLY THE OUTLINE OF THE
 JE0282'SQUARE REMAINS.
 JE0282
 JE0282                          STATION RECOVERY (1963)
 JE0282
 JE0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JE0282'ABOUT 0.1 MILE WEST ALONG PARK AVENUE FROM THE MISSOURI PACIFIC
 JE0282'RAILROAD STATION AT RICH HILL, AT THE SOUTHEAST CORNER OF THE
 JE0282'INTERSECTION OF PARK AVENUE AND 6TH STREET, IN SECTION 8, R 31 W, T
 JE0282'38 N, 50 FEET SOUTH OF THE CENTER LINE OF PARK AVENUE, 63 FEET EAST
 JE0282'OF THE CENTER LINE OF 6TH STREET, THE DIM OUTLINE OF A SQUARE CUT IN
 JE0282'THE EAST END OF THE WINDOW SILL OF THE MOST EASTERLY OF THE 2 NORTH
 JE0282'WINDOWS OF A BRICK AND STONE BUILDING NOW OCCUPIED BY THE REXALL DRUG
 JE0282'STORE, 6 INCHES WEST OF THE EAST END OF THE WINDOW SILL, ABOUT 1 INCH
 JE0282'BELOW THE TOP OF THE STUCCO WHICH HAS BEEN APPLIED TO THE BUILDING
 JE0282'FROM THE GROUND TO THE WINDOW LEVELS, ACCESS TO THE MARK IS HAD
 JE0282'THROUGH A ROUND HOLE CUT IN THE STUCCO, 16 FEET EAST OF THE NORTHWEST
 JE0282'CORNER OF THE BUILDING, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JE0282'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1275 ***********************************************************************
 KD1275  DESIGNATION -  LYDIA
 KD1275  PID         -  KD1275
 KD1275  STATE/COUNTY-  MO/LAFAYETTE
 KD1275  USGS QUAD   -  LEXINGTON WEST (1979)
 KD1275
 KD1275                         *CURRENT SURVEY CONTROL
 KD1275  ___________________________________________________________________
 KD1275* NAD 83(1997)-  39 07 59.86096(N)    093 59 12.68756(W)     ADJUSTED  
 KD1275* NAVD 88     -       241.     (meters)     791.     (feet)  VERTCON   
 KD1275  ___________________________________________________________________
 KD1275  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 KD1275  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1275
 KD1275  HORZ ORDER  -  SECOND
 KD1275
 KD1275.The horizontal coordinates were established by classical geodetic methods
 KD1275.and adjusted by the National Geodetic Survey in February 2000..
 KD1275
 KD1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1275
 KD1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1275
 KD1275.The geoid height was determined by GEOID03.
 KD1275
 KD1275;                    North         East     Units Scale Factor Converg.
 KD1275;SPC MO W     -   329,371.855   894,365.664   MT  0.99996540   +0 19 25.9
 KD1275;UTM  15      - 4,332,032.229   414,705.964   MT  0.99968958   -0 37 22.3
 KD1275
 KD1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1275!SPC MO W     -   0.99996729  x   0.99996540  =   0.99993270
 KD1275!UTM  15      -   0.99996729  x   0.99968958  =   0.99965688
 KD1275
 KD1275:                Primary Azimuth Mark                     Grid Az
 KD1275:SPC MO W     -  CAMDEN STANDPIPE                         336 27 55.3
 KD1275:UTM  15      -  CAMDEN STANDPIPE                         337 24 43.5
 KD1275
 KD1275|---------------------------------------------------------------------|
 KD1275| PID    Reference Object                     Distance      Geod. Az  |
 KD1275|                                                           dddmmss.s |
 KD1275| CL9009 CAMDEN STANDPIPE                                   3364721.2 |
 KD1275| CK7042 BLUE SILO GRAIN ELEV                               3391349.5 |
 KD1275|---------------------------------------------------------------------|
 KD1275
 KD1275                          SUPERSEDED SURVEY CONTROL
 KD1275
 KD1275  NAD 83(1997)-  39 07 59.86151(N)    093 59 12.68884(W) AD(       ) 2
 KD1275  NAD 83(1986)-  39 07 59.86697(N)    093 59 12.68633(W) AD(       ) 2
 KD1275  NAD 27      -  39 07 59.83131(N)    093 59 11.89180(W) AD(       ) 2
 KD1275  NGVD 29 (07/19/86)  241.     (m)          791.     (f) VERT ANG       
 KD1275
 KD1275.Superseded values are not recommended for survey control.
 KD1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1275.See file dsdata.txt to determine how the superseded data were derived.
 KD1275
 KD1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1470632032(NAD 83)
 KD1275_MARKER: DD = SURVEY DISK
 KD1275_SETTING: 0 = UNSPECIFIED SETTING
 KD1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD1275+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 KD1275
 KD1275  HISTORY     - Date     Condition        Report By
 KD1275  HISTORY     - 1974     MONUMENTED       USE
 KD1275  HISTORY     - 20051001 GOOD             GEOCAC
 KD1275
 KD1275                          STATION DESCRIPTION
 KD1275
 KD1275'DESCRIBED BY US ENGINEERS 1974
 KD1275'LAFAYETTE CO., MO., T-50-N, R-28-W, ABOUT 1500 FT EAST AND
 KD1275'650 FT NORTH OF THE SW. CORNER OF SECTION 15, ON STATE HIGHWAY
 KD1275'R/W.  THE STATION IS LOCATED IN THE TOWN OF WELLINGTON ON R/W
 KD1275'OF HWY. 224 BETWEEN LYDIA ST. AND ELLEN ST. A C OF E DISC
 KD1275'STAMPED LYDIA-1974, SET IN THE TOP OF A CONCRETE POST 0.1 FT
 KD1275'BELOW THE GROUND.
 KD1275'
 KD1275'TO REACH--FROM THE INTERSECTION OF HWY. 224 AND HWY. 131 IN
 KD1275'WELLINGTON, MO., GO WEST ON HWY. 224 0.2 MILE AND STATION LOCATED
 KD1275'ON THE RIGHT.
 KD1275'
 KD1275'REFERENCES--2.37 FT W. TO SHINER IN POWER POLE.
 KD1275'
 KD1275'1.44 FT N. TO STEEL POST AND SIGN.
 KD1275'
 KD1275'16.66 FT S. TO SHINER IN THE CENTERLINE OF HWY. 224.
 KD1275
 KD1275                          STATION RECOVERY (2005)
 KD1275
 KD1275'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1275'THE STATION IS LOCATED IN THE TOWN OF WELLINGTON ON NORTH R/W OF HWY.
 KD1275'224 BETWEEN LYDIA ST. AND ELLEN ST. A USACE DISC STAMPED LYDIA-1974,
 KD1275'SET IN THE TOP OF A CONCRETE POST 0.1 FT BELOW THE GROUND. TO
 KD1275'REACH--FROM THE INTERSECTION OF HWY. 224 AND HWY. 131 IN WELLINGTON,
 KD1275'MO., GO WEST ON HWY. 224 0.2 MILE AND STATION LOCATED ON THE RIGHT.
 KD1275'REFERENCES--5.1 FT WEST TO A POWER POLE. 1.44 FT NORTH TO STEEL POST
 KD1275'AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1671 ***********************************************************************
 JC1671  DESIGNATION -  LYNCH
 JC1671  PID         -  JC1671
 JC1671  STATE/COUNTY-  MO/JEFFERSON
 JC1671  USGS QUAD   -  PACIFIC (1974)
 JC1671
 JC1671                         *CURRENT SURVEY CONTROL
 JC1671  ___________________________________________________________________
 JC1671* NAD 83(1997)-  38 24 27.83225(N)    090 44 01.12803(W)     ADJUSTED  
 JC1671* NAVD 88     -       267.10   (+/-2cm)     876.3    (feet)  VERTCON   
 JC1671  ___________________________________________________________________
 JC1671  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 JC1671  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JC1671
 JC1671  HORZ ORDER  -  FIRST
 JC1671  VERT ORDER  -  THIRD ? (See Below)
 JC1671
 JC1671.The horizontal coordinates were established by classical geodetic methods
 JC1671.and adjusted by the National Geodetic Survey in February 2000..
 JC1671
 JC1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1671.The vertical order pertains to the NGVD 29 superseded value.
 JC1671
 JC1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1671
 JC1671.The geoid height was determined by GEOID03.
 JC1671
 JC1671;                    North         East     Units Scale Factor Converg.
 JC1671;SPC MO E     -   285,713.359   229,593.727   MT  0.99993846   -0 08 42.6
 JC1671;UTM  15      - 4,253,487.329   697,884.929   MT  1.00008226   +1 24 30.4
 JC1671
 JC1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1671!SPC MO E     -   0.99996289  x   0.99993846  =   0.99990135
 JC1671!UTM  15      -   0.99996289  x   1.00008226  =   1.00004515
 JC1671
 JC1671:                Primary Azimuth Mark                     Grid Az
 JC1671:SPC MO E     -  ROCKWOOD                                 021 15 34.1
 JC1671:UTM  15      -  ROCKWOOD                                 019 42 21.1
 JC1671
 JC1671|---------------------------------------------------------------------|
 JC1671| PID    Reference Object                     Distance      Geod. Az  |
 JC1671|                                                           dddmmss.s |
 JC1671| JC1717 ROCKWOOD                            APPROX.13.7 KM 0210651.5 |
 JC1671| CI4551 LYNCH RM 1                           25.293 METERS 15546     |
 JC1671| CI4550 LYNCH AZ MK                                        2045239.1 |
 JC1671| CI4552 LYNCH RM 2                           30.945 METERS 24340     |
 JC1671| JC1670 LYNCH 2                              46.023 METERS 34155     |
 JC1671|---------------------------------------------------------------------|
 JC1671
 JC1671                          SUPERSEDED SURVEY CONTROL
 JC1671
 JC1671  NAD 83(1997)-  38 24 27.83570(N)    090 44 01.12855(W) AD(       ) 1
 JC1671  NAD 83(1986)-  38 24 27.85707(N)    090 44 01.12865(W) AD(       ) 1
 JC1671  NAD 27      -  38 24 27.66700(N)    090 44 00.66000(W) AD(       ) 1
 JC1671  NGVD 29 (07/19/86)  267.17   (m)          876.5    (f) LEVELING    3  
 JC1671
 JC1671.Superseded values are not recommended for survey control.
 JC1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1671.See file dsdata.txt to determine how the superseded data were derived.
 JC1671
 JC1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9788553487(NAD 83)
 JC1671_MARKER: V = STONE MONUMENT
 JC1671_SETTING: 0 = UNSPECIFIED SETTING
 JC1671
 JC1671  HISTORY     - Date     Condition        Report By
 JC1671  HISTORY     - 1873     MONUMENTED       CGS
 JC1671  HISTORY     - 1922     GOOD             CGS
 JC1671  HISTORY     - 1937     GOOD             CGS
 JC1671  HISTORY     - 1956     GOOD             CGS
 JC1671  HISTORY     - 1958     GOOD             CGS
 JC1671
 JC1671                          STATION DESCRIPTION
 JC1671
 JC1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (CHB)
 JC1671'ABOUT 3-1/2 MILES SOUTHEAST OF CATAWISSA, 1-1/2 MILES
 JC1671'NORTHEAST OF ROCK CHURCH, ON HIGHEST PART OF HIGHEST HILL IN
 JC1671'THIS VICINITY, ON LAND OWNED, IN 1922 (AND SINCE 1890) BY
 JC1671'A.A. GREIFF.  FROM STATION TO NORTHEAST CORNER OF MR. GREIFFS
 JC1671'HOUSE, IS 35.6 FEET S. 23 DEG E.  ORIGINAL SURFACE
 JC1671'MARK WAS STONE POST AND UNDERGROUND MARK EARTHENWARE PYRAMID.
 JC1671
 JC1671                          STATION RECOVERY (1922)
 JC1671
 JC1671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JC1671'IN 1922 STANDARD DISK STATION MARK WAS SET IN TOP OF STONE
 JC1671'POST SURFACE MARK.
 JC1671
 JC1671                          STATION RECOVERY (1937)
 JC1671
 JC1671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JC1671'STATION RECOVERED AS DESCRIBED.  IT IS ABOUT 3.8 MILES BY
 JC1671'ROAD SE OF CATAWISSA, ON A HIGH, TIMBERED HILL ON PROPERTY
 JC1671'BELONGING TO LEO FICHT, WHO LIVES IN ST. LOUIS.  THE PROPERTY WAS
 JC1671'FORMERLY OWNED BY MR. A.A. GRIEFF AND IS BEST KNOWN AS THE GRIEFF
 JC1671'PLACE.  THE STATION IS N OF AN OLD VACANT HOUSE FORMERLY
 JC1671'OCCUPIED BY MR. GRIEFF.
 JC1671'
 JC1671'SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A 6-INCH
 JC1671'SQUARE STONE POST 26 INCHES LONG AND PROJECTS 5 INCHES ABOVE
 JC1671'THE SURFACE.
 JC1671'
 JC1671'THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID 32 INCHES BELOW
 JC1671'THE SURFACE.
 JC1671'
 JC1671'THE FOLLOWING DISTANCES WERE MEASURED AND BEARINGS
 JC1671'OBSERVED.  FROM STATION TO OLD WELL 96.5 FEET
 JC1671'N 30 DEG E, TO TRIANGLE BLAZE IN 14-INCH OAK TREE, 75.56
 JC1671'FEET, N 59 DEG E, TO TRIANGLE IN 11-INCH OAK TREE
 JC1671'65.6 FEET, S 86 DEG E, TO A TRIANGLE IN A 12-INCH
 JC1671'OAK TREE 111.2 FEET, S 28 DEG W, TO TH NE
 JC1671'CORNER OF THE OLD HOUSE 35.6 FEET, S 23 DEG E.
 JC1671'
 JC1671'ABOUT 2 ACRES ON THE TOP OF THE HILL HAS AT ONE TIME BEEN
 JC1671'CLEARED AND PLANTED WITH FRUIT, GRAPES, AND VEGETABLES.
 JC1671'
 JC1671'TO REACH THE STATION FROM CATAWISSA, GO E ON A LOCAL COUNTY
 JC1671'ROAD 0.7 MILE TO A FORK, THEN TAKE THE LEFT FORK AND GO 2.0
 JC1671'MILES TO A T, TURN RIGHT AND GO 0.3 MILE TO A T, THEN TURN LEFT
 JC1671'AND GO 0.4 MILE TO A DIM PRIVATE ROAD STRAIGHT AHEAD AND THE
 JC1671'PUBLIC ROAD TURNS TO THE RIGHT, TAKE THE LEFT ROAD AND FOLLOW 0.4
 JC1671'MILE TO THE TOP OF THE HILL AND THE STATION.
 JC1671
 JC1671                          STATION RECOVERY (1956)
 JC1671
 JC1671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1671'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 JC1671'REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED AND ARE
 JC1671'DESCRIBED BELOW.  A COMPLETE DESCRIPTION FOLLOWS.
 JC1671'
 JC1671'THE STATION IS LOCATED IN A SMALL PEACH ORCHARD NEAR A HOUSE
 JC1671'ON THE TOP OF A SPARSELY TIMBERED HILL ABOUT 5 MILES AIRLINE
 JC1671'NORTHWEST OF CEDAR HILL, 3 MILES AIRLINE EAST-SOUTHEAST OF
 JC1671'CATAWISSA, AND 8 MILES AIRLINE WEST OF HOUSE SPRINGS.
 JC1671'
 JC1671'TO REACH THE STATION FROM THE CENTER OF THE SMALL VILLAGE OF
 JC1671'BYRNESVILLE GO WEST 3.3 MILES TO A FORK.  TAKE THE RIGHT FORK
 JC1671'AND GO NORTHWEST AND WEST 1.3 MILES TO A FORK.  TAKE THE RIGHT
 JC1671'FORK AND GO WEST AND NORTHWEST 1.5 MILES TO THE AZIMUTH MARK
 JC1671'AND A SIDE ROAD ON THE RIGHT.  TURN SHARP RIGHT AND GO NORTHEAST
 JC1671'AND NORTH 0.5 MILE TO THE TOP OF THE HILL AND THE STATION.
 JC1671'
 JC1671'THE STATION MARK IS A STANDARD DISK STAMPED LYNCH 1873 SET IN THE
 JC1671'TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 7 INCHES ABOVE
 JC1671'THE GROUND.  IT IS 66 FEET WEST OF A TRIANGULAR BLAZED 12-INCH
 JC1671'OAK TREE AND 30 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF
 JC1671'A SMALL HOUSE.
 JC1671'
 JC1671'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LYNCH NO 1 1873
 JC1671'1956 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JC1671'3 INCHES ABOVE THE GROUND.  IT IS 36 FEET EAST OF THE EAST
 JC1671'CORNER OF THE HOUSE AND 6 FEET LOWER THAN THE STATION.
 JC1671'
 JC1671'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LYNCH
 JC1671'NO 2 1873 1956 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 JC1671'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 36 FEET SOUTH
 JC1671'OF A POWERLINE POLE AND 7 FEET LOWER THAN THE STATION.
 JC1671'
 JC1671'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LYNCH 1873 1956 SET
 JC1671'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JC1671'4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF A WITNESS
 JC1671'POST SET IN A FENCE LINE, 21 FEET NORTH OF THE CENTERLINE OF A
 JC1671'ROAD, AND 150 FEET WEST OF THE JUNCTION OF AN EAST-WEST GRAVELED
 JC1671'ROAD AND A NORTHEAST-SOUTHWEST SIDE ROAD.
 JC1671'
 JC1671'HEIGHT OF TOWER- 77 FEET.
 JC1671
 JC1671                          STATION RECOVERY (1958)
 JC1671
 JC1671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 JC1671'THIS STATION WAS RECOVERED AS DESCRIBED BY W.R.H. IN 1956 AND
 JC1671'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE CORPS OF ENGINEERS
 JC1671'ARE ESTABLISHING A RADAR TOWER AND CONTROL ON TOP OF THIS HILL
 JC1671'FOR A NIKE SITE.  THE PRESENT SITE OF THE STATION WILL BE LEVELED
 JC1671'WITH A CUT OF APPROXIMATELY 8 FEET.  THE STATION WAS MOVED ABOUT
 JC1671'150 FEET NORTH DOWN THE SIDE OF THE HILL.  THE AZIMUTH MARK
 JC1671'WHICH WAS ESTABLISHED IN 1956 IS NOT VISIBLE FROM THIS STATION
 JC1671'DUE TO TREES.  IT IS DOUBTFUL IF THE AZIMUTH MARK WILL BE
 JC1671'VISIBLE FROM THE NEW STATION WHEN THE AREA IS LEVELLED AND
 JC1671'CLEARED.  FOR DETAILS, SEE THE DESCRIPTION OF LYNCH 2 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1670 ***********************************************************************
 JC1670  DESIGNATION -  LYNCH 2
 JC1670  PID         -  JC1670
 JC1670  STATE/COUNTY-  MO/JEFFERSON
 JC1670  USGS QUAD   -  PACIFIC (1974)
 JC1670
 JC1670                         *CURRENT SURVEY CONTROL
 JC1670  ___________________________________________________________________
 JC1670* NAD 83(1997)-  38 24 29.25113(N)    090 44 01.71678(W)     ADJUSTED  
 JC1670* NAVD 88     -       260.5    (meters)     855.     (feet)  GPS OBS   
 JC1670  ___________________________________________________________________
 JC1670  X           -     -64,094.079 (meters)                     COMP
 JC1670  Y           -  -5,004,181.385 (meters)                     COMP
 JC1670  Z           -   3,941,185.655 (meters)                     COMP
 JC1670  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 JC1670  ELLIP HEIGHT-         229.89  (meters)          (02/17/00) GPS OBS
 JC1670  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JC1670
 JC1670  HORZ ORDER  -  FIRST
 JC1670  ELLP ORDER  -  FOURTH    CLASS I
 JC1670
 JC1670.The horizontal coordinates were established by GPS observations
 JC1670.and adjusted by the National Geodetic Survey in February 2000..
 JC1670
 JC1670.The orthometric height was determined by GPS observations and a
 JC1670.high-resolution geoid model.
 JC1670
 JC1670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1670
 JC1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1670
 JC1670.The ellipsoidal height was determined by GPS observations
 JC1670.and is referenced to NAD 83.
 JC1670
 JC1670.The geoid height was determined by GEOID03.
 JC1670
 JC1670;                    North         East     Units Scale Factor Converg.
 JC1670;SPC MO E     -   285,757.143   229,579.555   MT  0.99993847   -0 08 42.9
 JC1670;UTM  15      - 4,253,530.719   697,869.572   MT  1.00008219   +1 24 30.0
 JC1670
 JC1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1670!SPC MO E     -   0.99996393  x   0.99993847  =   0.99990240
 JC1670!UTM  15      -   0.99996393  x   1.00008219  =   1.00004612
 JC1670
 JC1670|---------------------------------------------------------------------|
 JC1670| PID    Reference Object                     Distance      Geod. Az  |
 JC1670|                                                           dddmmss.s |
 JC1670| CI4553 LYNCH 2 RM 3                          8.062 METERS 08546     |
 JC1670| JC1671 LYNCH                                46.023 METERS 16155     |
 JC1670| CI4554 LYNCH 2 RM 4                          9.562 METERS 26517     |
 JC1670| JC1723 ATT MICROWAVE TOWER KAI 81          APPROX.14.6 KM 3541511.3 |
 JC1670|---------------------------------------------------------------------|
 JC1670
 JC1670                          SUPERSEDED SURVEY CONTROL
 JC1670
 JC1670  NAD 83(1997)-  38 24 29.25459(N)    090 44 01.71730(W) AD(       ) 1
 JC1670  NAD 83(1986)-  38 24 29.26788(N)    090 44 01.71507(W) AD(       ) 1
 JC1670  NAD 83(1986)-  38 24 29.27602(N)    090 44 01.71737(W) AD(       ) 2
 JC1670  NAD 27      -  38 24 29.08600(N)    090 44 01.24900(W) AD(       ) 2
 JC1670
 JC1670.Superseded values are not recommended for survey control.
 JC1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1670.See file dsdata.txt to determine how the superseded data were derived.
 JC1670
 JC1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9787053531(NAD 83)
 JC1670_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1670_SETTING: 0 = UNSPECIFIED SETTING
 JC1670_STAMPING: LYNCH 2 1873 1958
 JC1670_MARK LOGO: CGS   
 JC1670_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1670+STABILITY: SURFACE MOTION
 JC1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1670+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1670
 JC1670  HISTORY     - Date     Condition        Report By
 JC1670  HISTORY     - 1958     MONUMENTED       CGS
 JC1670  HISTORY     - 1959     SEE DESCRIPTION  CGS
 JC1670  HISTORY     - 1961     GOOD             CGS
 JC1670  HISTORY     - 19920401 GOOD             MODNR
 JC1670  HISTORY     - 19950119 GOOD             MODNR
 JC1670
 JC1670                          STATION DESCRIPTION
 JC1670
 JC1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 JC1670'STATION IS LOCATED ABOUT 6 MILES SOUTH OF PACIFIC, 5 MILES
 JC1670'NORTHWEST OF CEDAR HILL, AND 3 MILES EAST-SOUTHEAST OF CATAWISSA
 JC1670'ON THE NORTH EDGE OF HILL NEAR THE NORTH BOUNDARY FENCE OF A
 JC1670'SITE OCCUPIED BY A RADAR CONTROL TOWER FOR A NIKE SITE.  THE
 JC1670'MARK IS A STANDARD DISK SET IN THE TOP OF A 6 X 6 SQUARE STONE
 JC1670'POST 26 INCHES LONG AND PROJECTING 6 INCHES ABOVE THE SURFACE.
 JC1670'IT IS STAMPED LYNCH 2 1873 1958.
 JC1670'
 JC1670'REFERENCE MARK NO. 3 IS EAST OF THE STATION.  THE MARK PROJECTS
 JC1670'4 INCHES AND THE DISK IS STAMPED LYNCH 2 NO 3 1958.
 JC1670'
 JC1670'REFERENCE MARK NO. 4 IS WEST OF THE STATION.  THE MARK PROJECTS
 JC1670'4 INCHES AND THE DISK IS STAMPED LYNCH 2 NO 4 1958.
 JC1670'
 JC1670'AZIMUTH MARK WAS NOT DESTROYED.  IT IS 150 FEET WEST OF THE
 JC1670'JUNCTION OF A GRAVEL ROAD AND A SIDE ROAD WHICH LEADS NORTHEAST
 JC1670'TO THE STATION, 21 FEET NORTH OF THE CENTER OF GRAVEL ROAD,
 JC1670'AND IN A FENCE LINE, 1 FOOT NORTH OF A WITNESS POST.  THE MARK
 JC1670'PROJECTS 4 INCHES AND THE DISK IS STAMPED LYNCH 1873 1956.
 JC1670'(NOTE- THERE IS NO AZIMUTH
 JC1670'DIRECTION FROM THIS STATION TO THE AZIMUTH MARK.)
 JC1670'
 JC1670'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE TOWN OF
 JC1670'PACIFIC, GO SOUTH ON COUNTY ROAD F FOR 2.5 MILES TO A JUNCTION
 JC1670'WITH COUNTY ROAD O.  TAKE THE RIGHT FORK AND GO SOUTH AND WEST
 JC1670'ON COUNTY ROAD O FOR 2.2 MILES TO WHERE COUNTY ROAD O TURNS WEST
 JC1670'AND THE JUNCTION OF COUNTY ROAD NN SOUTH.  CONTINUE SOUTH AND
 JC1670'EAST ON COUNTY ROAD NN FOR 1.65 TO WHERE THE MAIN ROAD TURNS
 JC1670'RIGHT AND A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK 50 YARDS
 JC1670'WEST.  TURN LEFT OFF THE MAIN ROAD (COUNTY ROAD NN) AND FOLLOW
 JC1670'SIDE ROAD NORTHEAST TO THE TOP OF HILL FOR 0.4 MILE TO THE
 JC1670'RADAR TOWER AND THE STATION AS DESCRIBED.
 JC1670'
 JC1670'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JC1670
 JC1670                          STATION RECOVERY (1959)
 JC1670
 JC1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 JC1670'PERMISSION WAS GRANTED MR. ANDREW E. KNEPPER, RESIDENT ENGINEER,
 JC1670'MISSOURI STATE HIGHWAY DEPARTMENT TO DESTROY THE AZIMUTH MARK
 JC1670'FOR STATION LYNCH 1873- 1958, WHICH STATION WAS DESTROYED IN
 JC1670'1958 WHEN STATION LYNCH 2 WAS ESTABLISHED AND TREES PREVENTED
 JC1670'THE TRANSFER OF THE AZIMUTH DIRECTION.  THE AZIMUTH MARK DISK
 JC1670'WAS RECEIVED IN THIS OFFICE ON 22 OCTOBER 1959.
 JC1670
 JC1670                          STATION RECOVERY (1961)
 JC1670
 JC1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JC1670'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JC1670'GOOD CONDITION.  SOME TREES WERE CLEARED TO CLEAR ALINE OF SIGHT
 JC1670'TO THE MICRO-WAVE TOWER KAI 81 AND THE ANGLE WAS MEASURED TO A
 JC1670'TBM FOR CORPS OF ENGINEERS WHO ARE RESPONSIBLE FOR THE LOCATION
 JC1670'OF THE NEARBY RADAR CONTROL TOWER.
 JC1670'
 JC1670'STATION IS LOCATED ABOUT 6 MILES SOUTH OF PACIFIC, 5 MILES
 JC1670'NORTHWEST OF CEDAR HILL, AND 3 MILES EAST-SOUTHEAST OF CATAWISSA
 JC1670'ON THE NORTH EDGE OF A HILL, 19 FEET NORTH-NORTHWEST OF THE
 JC1670'NORTH BOUNDARY FENCE OF A SITE OCCUPIED BY A RADAR CONTROL
 JC1670'TOWER FOR A NIKE SITE, 158 FEET NORTH-NORTHWEST OF A RADIO
 JC1670'ANTENNAE POLE, 154 FEET NORTH OF THE NORTHWEST CORNER OF BLOCK
 JC1670'BUILDING NO. 161 WHICH IS THE MOST NORTHERN BUILDING AT THE
 JC1670'SITE AT THE PRESENT TIME, AND 1 FOOT EAST-NORTHEAST OF A STEEL
 JC1670'WITNESS SIGNPOST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 JC1670'A SQUARE 6 X 6 STONE POST 26 INCHES LONG AND PROJECTS 6 INCHES
 JC1670'ABOVE THE SURFACE.  IT IS STAMPED LYNCH 2 1873 1958.  THE
 JC1670'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE.
 JC1670'
 JC1670'REFERENCE MARK NO. 3 IS 26.45 FEET EAST OF THE STATION AND 3
 JC1670'FEET NORTH-NORTHWEST OF THE NORTH BOUNDARY FENCE.  THE MARK
 JC1670'PROJECTS 4 INCHES AND THE DISK IS STAMPED LYNCH 2 NO 3 1958.
 JC1670'
 JC1670'REFERENCE MARK NO. 4 IS 31.37 FEET WEST OF THE STATION AND 37
 JC1670'FEET NORTH-NORTHWEST OF THE NORTH BOUNDARY FENCE.  THE MARK
 JC1670'PROJECTS 4 INCHES AND THE DISK IS STAMPED LYNCH 2 NO 4 1958.
 JC1670'
 JC1670'AZIMUTH MARK FOR ORIGINAL STATION WAS DESTROYED IN 1959 AS NOTED
 JC1670'AND THERE IS NOT A SUITABLE LOCATION FOR AN AZIMUTH MARK WHICH
 JC1670'WOULD BE VISIBLE FROM THE GROUND AT THIS STATION.  THE AT AND T
 JC1670'MICRO-WAVE TOWER KAI 81 ABOUT 10 MILES NORTH OF THE STATION WAS
 JC1670'MADE VISIBLE BY CUTTING TWO TREES AND MAY BE USED AS A NATURAL
 JC1670'AZIMUTH.
 JC1670'
 JC1670'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE TOWN OF
 JC1670'PACIFIC, GO SOUTH ON COUNTY ROAD F FOR 2.5 MILES TO A JUNCTION
 JC1670'WITH COUNTY ROAD O.  TAKE THE RIGHT FORK AND GO SOUTH AND WEST ON
 JC1670'COUNTY ROAD O FOR 2.2 MILES TO WHERE COUNTY ROAD O TURNS WEST AND
 JC1670'THE JUNCTION OF COUNTY ROAD NN SOUTH.  CONTINUE SOUTH AND EAST
 JC1670'ON COUNTY ROAD NN FOR 165 MILES TO WHERE COUNTY ROAD NN TURNS
 JC1670'RIGHT AND A SIDE ROAD ON THE LEFT.  TURN LEFT OFF THE MAIN ROAD
 JC1670'(COUNTY ROAD NN) AND FOLLOW THE SIDE ROAD NORTHEAST UPHILL FOR
 JC1670'0.4 MILE TO THE RADAR TOWER AND THE STATION AS DESCRIBED.
 JC1670
 JC1670                          STATION RECOVERY (1992)
 JC1670
 JC1670'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JC1670'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS LOCATED ABOUT
 JC1670'5.3 MILES (8.5 KM) SOUTH OF PACIFIC IN THE SW 1/4 SECTION 6, T42N,
 JC1670'R3E, JEFFERSON COUNTY, MO IT IS 19 FT (5.8 M) NORTH NW OF A CHAIN LINK
 JC1670'FENCE, 67.9 FT (20.7 M) NE OF FENCE CORNER, 78.2 FT (23.8 M) EAST OF
 JC1670'FENCE CORNER, 9.549M EAST OF RM NO. 4, 8.069M WEST OF RM NO. 3, AND 1
 JC1670'FT (0.3 M) NE OF WITNESS POST AND SIGN.  THE STATION MARK IS AN NGS
 JC1670'DISK SET IN THE TOP OF A 6 IN X 6 IN X 26 IN SQ STONE POST PROJECTING
 JC1670'6 IN ABOVE THE SURFACE. IT IS STAMPED---LYNCH 2 1873 1958-- RM 3 AND
 JC1670'RM 4 ARE STANDARD NGS DISKS SET IN A SQUARE MASS OF CONCRETE.  THE
 JC1670'UNDERGROUND MARK IS A STANDARD NGS DISK SET IN A MASS OF CONCRETE
 JC1670'BELOW THE STATION. THE AZIMUTH MARK WAS REPORTED DESTROYED IN 1959.
 JC1670'STATION AND AZIMUTH MARK TO REACH TO REACH THE STATION FROM THE
 JC1670'INTERSECTION OF OSAGE AND 1ST STREETS (BUSINESS ROUTE I-44 WITH ROUTES
 JC1670'OO NORTH AND ROUTE F SOUTH) IN PACIFIC, GO SOUTH ON ROUTE F 2.5 MILES
 JC1670'(4.0 KM) TO JUNCTION WITH ROUTE O.  BEAR RIGHT AND GO SOUTH ON ROUTE
 JC1670'O, 2.3 MILES (3.7 KM) WHERE ROUTE TURNS WEST AND THE JUNCTION WITH
 JC1670'ROUTE NN SOUTH.  GO SOUTH ON ROUTE NN 1.7 MILES (2.7 KM) TO SIDE ROAD
 JC1670'LEFT (SIGNAL HILL DR.), AND ENTRANCE TO MID-AMERICA TESTING LAB, INC.
 JC1670'TURN LEFT AND DRIVE NORTHERLY UP HILL 0.3 MILES (0.5 KM) TO GATE AT
 JC1670'ENTRANCE TO MID-AMERICA TESTING LAB, INC.  CONTINUE THROUGH GATE AND
 JC1670'KEEP TO RIGHT FOR 0.1 MILES.  (0.2 KM) PARK AND WALK TO OFFICE ON LEFT
 JC1670'AND ASK PERMISSION.  WALK NORTHERLY FROM OFFICE APPROXIMATELY 250 TO
 JC1670'300 FEET (91.4 M) TO OUTER PERIMETER FENCE IN HORSE PASTURE.  THE
 JC1670'OWNER HAS SPLIT THE LOWER PORTION OF THE CHAIN LINK FENCE TO ALLOW
 JC1670'ACCESS TO THE STATION AND PLACED A 55 GALLON BARREL AT OPENING TO
 JC1670'PREVENT HORSE FROM GETTING THROUGH FENCE. ARRANGEMENTS TO OCCUPY THIS
 JC1670'STATION SHOULD BE MADE BY CONTACTING MR. RICK A. HEITMANN OF MID
 JC1670'AMERICA TESTING LABORATORY, ROUTE 2 - BOX 386, CATAWISSA, MO 63015.
 JC1670'DURING BUSINESS HOURS 8 00 A.M. - 4 30 P.M., TELEPHONE NUMBER IS
 JC1670'314-257-4722. DATE OF REPORT 06-06-1995
 JC1670
 JC1670                          STATION RECOVERY (1995)
 JC1670
 JC1670'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1670'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE AZIMUTH
 JC1670'MARK WAS REPORTED DESTROYED IN 1959. DATE OF REPORT 12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1142 ***********************************************************************
 HD1142  DESIGNATION -  LYNCHBURG
 HD1142  PID         -  HD1142
 HD1142  STATE/COUNTY-  MO/LACLEDE
 HD1142  USGS QUAD   -  MANES (1987)
 HD1142
 HD1142                         *CURRENT SURVEY CONTROL
 HD1142  ___________________________________________________________________
 HD1142* NAD 83(1997)-  37 28 44.17746(N)    092 18 31.88502(W)     ADJUSTED  
 HD1142* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 HD1142  ___________________________________________________________________
 HD1142  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 HD1142  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HD1142
 HD1142  HORZ ORDER  -  FIRST
 HD1142
 HD1142.The horizontal coordinates were established by classical geodetic methods
 HD1142.and adjusted by the National Geodetic Survey in February 2000..
 HD1142
 HD1142.The orthometric height was scaled from a topographic map.
 HD1142
 HD1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1142
 HD1142.The geoid height was determined by GEOID03.
 HD1142
 HD1142;                    North         East     Units Scale Factor Converg.
 HD1142;SPC MO C     -   182,619.781   516,905.536   MT  0.99993685   +0 06 58.7
 HD1142;UTM  15      - 4,148,228.958   561,107.729   MT  0.99964600   +0 25 14.0
 HD1142
 HD1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1142!SPC MO C     -   0.99993532  x   0.99993685  =   0.99987218
 HD1142!UTM  15      -   0.99993532  x   0.99964600  =   0.99958134
 HD1142
 HD1142:                Primary Azimuth Mark                     Grid Az
 HD1142:SPC MO C     -  GULF LOOKOUT TOWER                       016 23 09.4
 HD1142:UTM  15      -  GULF LOOKOUT TOWER                       016 04 54.1
 HD1142
 HD1142|---------------------------------------------------------------------|
 HD1142| PID    Reference Object                     Distance      Geod. Az  |
 HD1142|                                                           dddmmss.s |
 HD1142| HD1064 GULF LOOKOUT TOWER                  APPROX.11.4 KM 0163008.1 |
 HD1142| HD1063 GULF REFINING CO WATER TANK         APPROX.10.9 KM 0165509.4 |
 HD1142| HD1143 LYNCHBURG LOOKOUT TOWER              20.531 METERS 04435     |
 HD1142| CN7340 LYNCHBURG RM 1                       26.807 METERS 05855     |
 HD1142| CN7341 LYNCHBURG RM 2                       30.154 METERS 16256     |
 HD1142| CN7339 LYNCHBURG AZ MK                                    2050442.3 |
 HD1142|---------------------------------------------------------------------|
 HD1142
 HD1142                          SUPERSEDED SURVEY CONTROL
 HD1142
 HD1142  NAD 83(1986)-  37 28 44.18960(N)    092 18 31.88383(W) AD(       ) 1
 HD1142  NAD 27      -  37 28 44.02700(N)    092 18 31.29300(W) AD(       ) 1
 HD1142
 HD1142.Superseded values are not recommended for survey control.
 HD1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1142.See file dsdata.txt to determine how the superseded data were derived.
 HD1142
 HD1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6110848229(NAD 83)
 HD1142_MARKER: DS = TRIANGULATION STATION DISK
 HD1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1142
 HD1142  HISTORY     - Date     Condition        Report By
 HD1142  HISTORY     - 1939     MONUMENTED       CGS
 HD1142  HISTORY     - 1946     GOOD             CGS
 HD1142
 HD1142                          STATION DESCRIPTION
 HD1142
 HD1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1142'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES SOUTHWEST
 HD1142'OF LYNCHBURG, 1/2 MILE NORTH OF THE LACLEDE-WRIGHT COUNTY LINE,
 HD1142'ON U.S. GOVERNMENT LAND NEAR THE U.S. FORESTRY SERVICE LOOKOUT
 HD1142'TOWER LYNCHBURG, IN THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION
 HD1142'13, T 32 N, R 13 W, 125 FEET WEST OF THE CENTERLINE OF THE
 HD1142'GRAVEL ROAD PAST THE EAST SIDE OF THE LOOKOUT TOWER, AND
 HD1142'20.528 METERS, 67.35 FEET, SOUTHWEST OF THE CENTER OF THE
 HD1142'BASE OF THE LYNCHBURG LOOKOUT TOWER.  THE MARK
 HD1142'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED
 HD1142'LYNCHBURG 1939.
 HD1142'
 HD1142'TO REACH THE STATION FROM THE LYNCHBURG POST OFFICE, GO
 HD1142'SOUTH ON THE GRAVEL ROAD ON THE EAST SIDE OF THE POST OFFICE
 HD1142'FOR 1.15 MILES TO A FORKS, TAKE THE LEFT FORK AND GO 0.35
 HD1142'MILE TO THE TOP OF THE GRADE AND THE LOOKOUT TOWER AND THE
 HD1142'STATION ON THE RIGHT (WEST) SIDE OF THE ROAD.
 HD1142'
 HD1142'REFERENCE MARK NO. 1 IS 26.804 METERS, 87.93 FEET, EAST OF
 HD1142'THE STATION AND 40 FEET WEST OF THE CENTERLINE OF THE ROAD.
 HD1142'IT LIES 3-FEET WEST OF A POLE FENCE AND 3-FEET NORTH OF THE NORTH
 HD1142'POST OF THE GATE INTO THE LOOKOUT TOWER.  THE MARK
 HD1142'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED LYNCHBURG
 HD1142'NO 1 1939.
 HD1142'
 HD1142'REFERENCE MARK NO. 2 IS 30.149 METERS, 98.91 FEET, SOUTH OF
 HD1142'THE STATION, 123 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 HD1142'113 FEET EAST OF THE EAST SIDE OF THE RANGER CABIN.  THE
 HD1142'MARK PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 HD1142'STAMPED LYNCHBURG NO 2 1939.
 HD1142'
 HD1142'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF THE
 HD1142'STATION IN A NORTH-AND-SOUTH FENCE LINE.  THE MARK
 HD1142'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED LYNCHBURG
 HD1142'1939.  TO REACH THE MARK FROM THE STATION GO SOUTHWEST TO
 HD1142'THE RANGER CABIN GARAGE, THEN CONTINUE SOUTHWEST ACROSS FIELDS
 HD1142'FOR 0.3 MILE TO THE MARK IN THE FENCE LINE.
 HD1142'
 HD1142'THE DIRECTION WAS OBSERVED AND THE DISTANCE MEASURED TO THE
 HD1142'LYNCHBURG LOOKOUT TOWER, A STEEL STRUCTURE 100 FEET HIGH
 HD1142'WITH A GLASS-ENCLOSED OBSERVATION PLATFORM ON TOP.  THE
 HD1142'DISTANCE FROM THE STATION TO THE CENTER OF THE BASE OF THE
 HD1142'LOOKOUT TOWER IS 20.528 METERS, 67.35 FEET.
 HD1142'
 HD1142'ALL THE MARKS ARE WITNESSED BY 4 IN X 4 IN WHITE POSTS WHICH PROJECTS
 HD1142'2-1/2 FEET ABOVE THE GROUND.
 HD1142'
 HD1142'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 HD1142'
 HD1142'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HD1142
 HD1142                          STATION RECOVERY (1946)
 HD1142
 HD1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1142'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE
 HD1142'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 HD1142'
 HD1142'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF THE
 HD1142'VILLAGE OF LYNCHBURG, 0.5 MILE NORTH OF THE LACLEDE-WRIGHT
 HD1142'COUNTY LINE, IN THE N.W. 1/4 OF THE S.E. 1/4 OF SEC. 13,
 HD1142'T. 32 N., R. 13 W., 67 FEET SOUTHWEST OF THE CENTER OF THE
 HD1142'LOOKOUT TOWER AND 3 FEET EAST-NORTHEAST OF A WITNESS POST.
 HD1142'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED LYNCHBURG
 HD1142'1939.
 HD1142'
 HD1142'REFERENCE MARK NO. 1 IS 87.95 FEET EAST OF THE STATION AND
 HD1142'40 FEET WEST OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS
 HD1142'4 INCHES AND THE DISK IS STAMPED LYNCHBURG NO 1 1939.
 HD1142'
 HD1142'REFERENCE MARK NO. 2 IS 98.93 FEET SOUTH OF THE STATION,
 HD1142'113 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3 FEET
 HD1142'NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 HD1142'THE DISK IS STAMPED LYNCHBURG NO 2 1939.
 HD1142'
 HD1142'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 HD1142'IN A NORTH AND SOUTH FENCELINE AND 3 FEET NORTH OF A WITNESS
 HD1142'POST.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 HD1142'LYNCHBURG 1939.
 HD1142'
 HD1142'THE DIRECTION AND DISTANCE WAS MEASURED TO THE LOOKOUT TOWER,
 HD1142'A STEEL STRUCTURE 100 FEET HIGH WITH A GLASS ENCLOSED
 HD1142'OBSERVATION PLATFORM ON TOP.  IT IS 67.37 FEET NORTHEAST
 HD1142'OF THE STATION TO THE CENTER OF THE BASE OF TOWER.
 HD1142'
 HD1142'A DIRECTION WAS TAKEN TO THE CENTER OF ROAD EAST OF THE
 HD1142'LOOKOUT TOWER, FOR PICTURE POINT.  IT IS 137.00 FEET
 HD1142'EAST-NORTHEST OF THE STATION.
 HD1142'
 HD1142'SURFACE, UNDERGROUND REFERENCE AND AZIMUTH MARK DESCRIBED.
 HD1142'
 HD1142'TO REACH FROM THE POST OFFICE IN LYNCHBURG, GO SOUTH ON
 HD1142'GRAVELED ROAD ON EAST SIDE OF POST OFFICE FOR 1.15 MILES
 HD1142'TO ROAD FORKS, TAKE THE LEFT FORK FOR 0.35 MILE TO TOP OF
 HD1142'GRADE, LOOKOUT TOWER AND STATION.  TO REACH AZIMUTH MARK FROM
 HD1142'STATION GO SOUTHWEST PASSING THROUGH BARN YARD FOR 0.3 MILE
 HD1142'TO NORTH AND SOUTH FENCELINE AND MARK.
 HD1142'
 HD1142'HEIGHT OF LIGHT ABOVE STATION MARK- 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0441 ***********************************************************************
 LE0441  DESIGNATION -  LYONS
 LE0441  PID         -  LE0441
 LE0441  STATE/COUNTY-  MO/SCHUYLER
 LE0441  USGS QUAD   -  BUNKER HILL (1980)
 LE0441
 LE0441                         *CURRENT SURVEY CONTROL
 LE0441  ___________________________________________________________________
 LE0441* NAD 83(1997)-  40 34 08.25441(N)    092 22 45.46537(W)     ADJUSTED  
 LE0441* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 LE0441  ___________________________________________________________________
 LE0441  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 LE0441  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LE0441
 LE0441  HORZ ORDER  -  FIRST
 LE0441
 LE0441.The horizontal coordinates were established by classical geodetic methods
 LE0441.and adjusted by the National Geodetic Survey in February 2000..
 LE0441
 LE0441.The orthometric height was scaled from a topographic map.
 LE0441
 LE0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0441
 LE0441.The geoid height was determined by GEOID03.
 LE0441
 LE0441;                    North         East     Units Scale Factor Converg.
 LE0441;SPC MO C     -   525,628.557   510,220.649   MT  0.99993462   +0 04 42.6
 LE0441;SPC IA S     -    63,793.701   594,900.438   MT  1.00000876   +0 44 17.6
 LE0441;UTM  15      - 4,491,094.372   552,540.917   MT  0.99963398   +0 24 13.3
 LE0441
 LE0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0441!SPC MO C     -   0.99997000  x   0.99993462  =   0.99990462
 LE0441!SPC IA S     -   0.99997000  x   1.00000876  =   0.99997876
 LE0441!UTM  15      -   0.99997000  x   0.99963398  =   0.99960399
 LE0441
 LE0441:                Primary Azimuth Mark                     Grid Az
 LE0441:SPC MO C     -  DAVIS COUNTY FARM TANK                   006 14 16.3
 LE0441:SPC IA S     -  DAVIS COUNTY FARM TANK                   005 34 41.3
 LE0441:UTM  15      -  DAVIS COUNTY FARM TANK                   005 54 45.6
 LE0441
 LE0441|---------------------------------------------------------------------|
 LE0441| PID    Reference Object                     Distance      Geod. Az  |
 LE0441|                                                           dddmmss.s |
 LE0441| LE0440 DAVIS COUNTY FARM TANK              APPROX.17.0 KM 0061858.9 |
 LE0441| CL9821 LYONS AZ MK                                        0701822.7 |
 LE0441| LE0438 HOSKINS                             APPROX.15.5 KM 0770830.7 |
 LE0441| CL9822 LYONS RM 1                           39.740 METERS 08316     |
 LE0441| CL9823 LYONS RM 2                           42.395 METERS 18709     |
 LE0441| LE0504 LANCASTER SCHUYLER CO CTHSE         APPROX.13.6 KM 2474259.3 |
 LE0441| LE0506 LANCASTER MUNICIPAL TANK            APPROX.13.5 KM 2480649.2 |
 LE0441|---------------------------------------------------------------------|
 LE0441
 LE0441                          SUPERSEDED SURVEY CONTROL
 LE0441
 LE0441  NAD 83(1997)-  40 34 08.25473(N)    092 22 45.46582(W) AD(       ) 1
 LE0441  NAD 83(1986)-  40 34 08.26253(N)    092 22 45.47976(W) AD(       ) 1
 LE0441  NAD 27      -  40 34 08.15640(N)    092 22 44.81260(W) AD(       ) 1
 LE0441
 LE0441.Superseded values are not recommended for survey control.
 LE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0441.See file dsdata.txt to determine how the superseded data were derived.
 LE0441
 LE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE5254191094(NAD 83)
 LE0441_MARKER: DS = TRIANGULATION STATION DISK
 LE0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0441_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0441
 LE0441  HISTORY     - Date     Condition        Report By
 LE0441  HISTORY     - 1934     MONUMENTED       CGS
 LE0441  HISTORY     - 1963     GOOD             USAF
 LE0441  HISTORY     - 1967     GOOD             CGS
 LE0441  HISTORY     - 1974     GOOD             USE
 LE0441
 LE0441                          STATION DESCRIPTION
 LE0441
 LE0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0441'STATION IS ABOUT 6 MILES N OF DOWNING, IN THE SE 1/4 SEC. 32, T 67
 LE0441'N, R 13 W, ON LAND OWNED BY ALVA LYONS.  THE MARK IS IN THE NW
 LE0441'CORNER OF AN OLD ORCHARD, AT PRESENT IN PASTURE, 40 FEET E OF THE
 LE0441'CENTER LINE OF THE N-S ROAD PAST THE STATION, 61 FEET S OF THE SW
 LE0441'CORNER OF AN OLD VACANT HOUSE, AND PROJECTS 5 INCHES.
 LE0441'
 LE0441'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0441'BRONZE DISKS SET IN CONCRETE.
 LE0441'
 LE0441'REFERENCE MARK NO. 1 IS E OF THE STATION, IN E-W FENCE AT THE S
 LE0441'EDGE OF A GARDEN LOT, 25 FEET E OF THE SE CORNER OF THE HOUSE YARD,
 LE0441'212.30 FEET NE OF REFERENCE MARK NO. 2 AND PROJECTS 8 INCHES.
 LE0441'
 LE0441'REFERENCE MARK NO. 2 IS S OF THE STATION, 1 FOOT E OF THE E
 LE0441'RIGHT-OF-WAY FENCE OF THE ROAD, AND PROJECTS 8 INCHES.
 LE0441'
 LE0441'THE AZIMUTH MARK IS ENE OF THE STATION, IN THE N-S FENCE AT THE E
 LE0441'EDGE OF THE FIELD JUST N OF AN OLD FARM BUILDING 165 FEET N OF AN
 LE0441'E-W LANE FENCE, AND PROJECTS 5 INCHES.
 LE0441'
 LE0441'TO REACH FROM RAILROAD STATION IN DOWNING, GO NW ON STATE HIGHWAY
 LE0441'4, 3 BLOCKS, TURN RIGHT, GO ONE BLOCK, TURN LEFT JUST BEFORE
 LE0441'REACHING A CHURCH, GO 100 YARDS, SWING RIGHT N AND GO 4.3 MILES
 LE0441'OR 1.5 MILES PAST THE SOUTH FABIUS RIVER BRIDGE, TURN LEFT W, GO
 LE0441'0.3 MILE, TURN RIGHT N AND GO 1.6 MILES IN A GENERAL
 LE0441'NORTHWESTERLY DIRECTION, TURN RIGHT, GO 0.25 MILE, TURN LEFT, GO
 LE0441'0.35 MILE TO THE STATION.
 LE0441'
 LE0441'NO PROMINENT OBJECTS VISIBLE FROM THE GROUND.
 LE0441'
 LE0441'ALL LIGHTS CAME INTO VIEW AT 50 FEET.
 LE0441
 LE0441                          STATION RECOVERY (1963)
 LE0441
 LE0441'RECOVERY NOTE BY US AIR FORCE 1963
 LE0441'STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LE0441'CONDITION.  THE DESCRIPTION IS ADEQUATE.  THE AZIMUTH MARK IS NOT
 LE0441'VISIBLE FROM STATION BECAUSE OF TREES.
 LE0441'
 LE0441'FROM POST OFFICE IN DOWNING GO W TO COUNTY ROAD N, THEN GO N ON ROAD
 LE0441'N FOR T.25 MILES TO STATION AS DESCRIBED.
 LE0441
 LE0441                          STATION RECOVERY (1967)
 LE0441
 LE0441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0441'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LE0441'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LE0441'
 LE0441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND COUNTY
 LE0441'ROAD N AT THE WEST EDGE OF DOWNING, GO NORTHERLY ON COUNTY ROAD N
 LE0441'FOR 6.2 MILES TO A FARMHOUSE AND THE STATION ON THE RIGHT.
 LE0441'
 LE0441'TO REACH THE AZIMUTH MARK FROM THE NORTH SIDE OF A BARN WHICH IS JUST
 LE0441'NORTH OF THE STATION, GO EAST THROUGH PASTURE FOR 0.25 MILE TO A
 LE0441'NORTH-SOUTH FENCE AND THE MARK IS IN THE FENCELINE.
 LE0441'
 LE0441'STATION MARK IS 71 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LE0441'FARMHOUSE, 44 FEET EAST OF THE CENTERLINE OF COUNTY ROAD N, 5 FEET
 LE0441'EAST OF A METAL WITNESS POST, 4.5 FEET EAST OF A FENCE, AND
 LE0441'PROJECTS 1 INCH.
 LE0441'
 LE0441'REFERENCE MARK NO. 1 IS EAST OF STATION, 50 FEET SOUTHEAST OF THE
 LE0441'SOUTHEAST CORNER OF THE FARMHOUSE, 2 FEET SOUTH OF A FENCE, AND
 LE0441'PROJECTS 8 INCHES.  IT IS 15 FEET EAST OF THE CENTERLINE OF COUNTY
 LE0441'ROAD N, 14 FEET WEST OF A FENCE, AND PROJECTS 6 INCHES.
 LE0441'
 LE0441'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST-NORTHEAST OF THE
 LE0441'STATION, ABOUT 165 FEET NORTH OF A LANE AND AN EAST-WEST FENCE, AT
 LE0441'THE EAST EDGE OF A FIELD, IN A NORTH-SOUTH FENCE, AND PROJECTS 8
 LE0441'INCHES.  (CLEARING IS REQUIRED TO MAKE THE MARK VISIBLE FROM THE
 LE0441'STATION.)
 LE0441'
 LE0441'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 15 FEET EAST OF THE CENTER
 LE0441'OF COUNTY ROAD N, 14 FEET WEST OF A FENCE, AND PROJECTS 6 INCHES.
 LE0441
 LE0441                          STATION RECOVERY (1974)
 LE0441
 LE0441'RECOVERY NOTE BY US ENGINEERS 1974 (MCB)
 LE0441'STATION MARK LYONS 1934 RECOVERED GOOD.
 LE0441'
 LE0441'AZIMUTH MARK 1934 RECOVERED GOOD.
 LE0441'
 LE0441'STA., AZIMUTH, AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LE0441'CONDITION.  THE DESCRIPTION IS ADEQUATE.  TREES ARE ON LINE BETWEEN
 LE0441'AZI. AND STATION CAN STILL BE SEEN WITH EXTENSTIONS.
 LE0441'
 LE0441'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 LE0441'N. DOWNING, MO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0261 ***********************************************************************
 JC0261  DESIGNATION -  M
 JC0261  PID         -  JC0261
 JC0261  STATE/COUNTY-  MO/JEFFERSON
 JC0261  USGS QUAD   -  SELMA (1993)
 JC0261
 JC0261                         *CURRENT SURVEY CONTROL
 JC0261  ___________________________________________________________________
 JC0261* NAD 83(1986)-  38 12 59.     (N)    090 21 51.     (W)     SCALED    
 JC0261* NAVD 88     -       126.441  (meters)     414.83   (feet)  ADJUSTED  
 JC0261  ___________________________________________________________________
 JC0261  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 JC0261  DYNAMIC HT  -         126.358 (meters)     414.56  (feet)  COMP
 JC0261  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 JC0261
 JC0261  VERT ORDER  -  SECOND    CLASS 0
 JC0261
 JC0261.The horizontal coordinates were scaled from a topographic map and have
 JC0261.an estimated accuracy of +/- 6 seconds.
 JC0261
 JC0261.The orthometric height was determined by differential leveling
 JC0261.and adjusted by the National Geodetic Survey in June 1991..
 JC0261
 JC0261.The geoid height was determined by GEOID03.
 JC0261
 JC0261.The dynamic height is computed by dividing the NAVD 88
 JC0261.geopotential number by the normal gravity value computed on the
 JC0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0261.degrees latitude (g = 980.6199 gals.).
 JC0261
 JC0261.The modeled gravity was interpolated from observed gravity values.
 JC0261
 JC0261;                    North         East    Units  Estimated Accuracy
 JC0261;SPC MO E     -   264,460.      261,900.      MT  (+/- 180 meters Scaled)
 JC0261
 JC0261                          SUPERSEDED SURVEY CONTROL
 JC0261
 JC0261  NGVD 29 (??/??/92)  126.577  (m)          415.28   (f) ADJ UNCH    2 0
 JC0261
 JC0261.Superseded values are not recommended for survey control.
 JC0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0261.See file dsdata.txt to determine how the superseded data were derived.
 JC0261
 JC0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC307331(NAD 83)
 JC0261_MARKER: B = BOLT
 JC0261_SETTING: 0 = UNSPECIFIED SETTING
 JC0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0261
 JC0261  HISTORY     - Date     Condition        Report By
 JC0261  HISTORY     - UNK      MONUMENTED       MORC
 JC0261  HISTORY     - 1934     GOOD             NGS
 JC0261
 JC0261                          STATION DESCRIPTION
 JC0261
 JC0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JC0261'0.7 MI SE FROM CRYSTAL CITY.
 JC0261'0.7 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0261'FROM THE STATION AT CRYSTAL CITY, JEFFERSON COUNTY, 600 FEET
 JC0261'SOUTHEAST OF A SEMAPHORE, 20 FEET SOUTHEAST OF THE TWENTY-FIFTH
 JC0261'POLE SOUTHEAST OF MILEPOST 40, IN THE NORTHWEST FACE OF THE
 JC0261'BLUFF, 14 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 JC0261'2 FEET ABOVE THE LEVEL OF THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0308 ***********************************************************************
 LE0308  DESIGNATION -  M 10
 LE0308  PID         -  LE0308
 LE0308  STATE/COUNTY-  MO/SULLIVAN
 LE0308  USGS QUAD   -  MILAN EAST (1981)
 LE0308
 LE0308                         *CURRENT SURVEY CONTROL
 LE0308  ___________________________________________________________________
 LE0308* NAD 83(1986)-  40 14 41.     (N)    093 05 48.     (W)     SCALED    
 LE0308* NAVD 88     -       259.162  (meters)     850.27   (feet)  ADJUSTED  
 LE0308  ___________________________________________________________________
 LE0308  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 LE0308  DYNAMIC HT  -         259.029 (meters)     849.83  (feet)  COMP
 LE0308  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 LE0308
 LE0308  VERT ORDER  -  FIRST     CLASS II
 LE0308
 LE0308.The horizontal coordinates were scaled from a topographic map and have
 LE0308.an estimated accuracy of +/- 6 seconds.
 LE0308
 LE0308.The orthometric height was determined by differential leveling
 LE0308.and adjusted by the National Geodetic Survey in June 1991..
 LE0308
 LE0308.The geoid height was determined by GEOID03.
 LE0308
 LE0308.The dynamic height is computed by dividing the NAVD 88
 LE0308.geopotential number by the normal gravity value computed on the
 LE0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0308.degrees latitude (g = 980.6199 gals.).
 LE0308
 LE0308.The modeled gravity was interpolated from observed gravity values.
 LE0308
 LE0308;                    North         East    Units  Estimated Accuracy
 LE0308;SPC MO C     -   489,790.      449,230.      MT  (+/- 180 meters Scaled)
 LE0308
 LE0308                          SUPERSEDED SURVEY CONTROL
 LE0308
 LE0308  NGVD 29 (??/??/92)  259.152  (m)          850.23   (f) ADJ UNCH    1 2
 LE0308
 LE0308.Superseded values are not recommended for survey control.
 LE0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0308.See file dsdata.txt to determine how the superseded data were derived.
 LE0308
 LE0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE917549(NAD 83)
 LE0308_MARKER: DB = BENCH MARK DISK
 LE0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0308_STAMPING: 850.008 M 10 1930
 LE0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0308+STABILITY: SURFACE MOTION
 LE0308
 LE0308  HISTORY     - Date     Condition        Report By
 LE0308  HISTORY     - 1930     MONUMENTED       CGS
 LE0308  HISTORY     - 1967     GOOD             NGS
 LE0308
 LE0308                          STATION DESCRIPTION
 LE0308
 LE0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0308'2.8 MI N FROM MILAN.
 LE0308'THIS MARK RECOVERED ABOUT 0.3 MILE EAST-SOUTHEAST OF THE RALPH
 LE0308'MAY FARMHOUSE, WHICH IS 2.5 MILES NORTH ALONG STATE HIGHWAY 5
 LE0308'FROM ITS JUNCTION WITH STATE HIGHWAY 6, 44 FEET EAST OF THE EAST
 LE0308'RAIL, 7 FEET NORTHWEST OF A SQUARE GATE POST AT AN ABANDONED ROAD
 LE0308'CROSSING AND 4 FEET WEST OF THE RAILROAD RIGHT OF WAY FENCE.
 LE0308'THE MARK IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2036 ***********************************************************************
 JD2036  DESIGNATION -  M 10 B 1
 JD2036  PID         -  JD2036
 JD2036  STATE/COUNTY-  MO/JOHNSON
 JD2036  USGS QUAD   -  PITTSVILLE (1981)
 JD2036
 JD2036                         *CURRENT SURVEY CONTROL
 JD2036  ___________________________________________________________________
 JD2036* NAD 83(1986)-  38 47 25.     (N)    093 59 37.     (W)     SCALED    
 JD2036* NAVD 88     -       266.124  (meters)     873.11   (feet)  ADJUSTED  
 JD2036  ___________________________________________________________________
 JD2036  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD2036  DYNAMIC HT  -         265.944 (meters)     872.52  (feet)  COMP
 JD2036  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 JD2036
 JD2036  VERT ORDER  -  SECOND    CLASS 0
 JD2036
 JD2036.The horizontal coordinates were scaled from a topographic map and have
 JD2036.an estimated accuracy of +/- 6 seconds.
 JD2036
 JD2036.The orthometric height was determined by differential leveling
 JD2036.and adjusted by the National Geodetic Survey in June 1991..
 JD2036
 JD2036.The geoid height was determined by GEOID03.
 JD2036
 JD2036.The dynamic height is computed by dividing the NAVD 88
 JD2036.geopotential number by the normal gravity value computed on the
 JD2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2036.degrees latitude (g = 980.6199 gals.).
 JD2036
 JD2036.The modeled gravity was interpolated from observed gravity values.
 JD2036
 JD2036;                    North         East    Units  Estimated Accuracy
 JD2036;SPC MO W     -   291,290.      893,990.      MT  (+/- 180 meters Scaled)
 JD2036
 JD2036                          SUPERSEDED SURVEY CONTROL
 JD2036
 JD2036  NGVD 29 (??/??/92)  266.02   (m)          872.8    (f) COMPUTED    2 0
 JD2036
 JD2036.Superseded values are not recommended for survey control.
 JD2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2036.See file dsdata.txt to determine how the superseded data were derived.
 JD2036
 JD2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC137939(NAD 83)
 JD2036_MARKER: Z = SEE DESCRIPTION
 JD2036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2036_SP_SET: TRIBRACH
 JD2036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2036
 JD2036  HISTORY     - Date     Condition        Report By
 JD2036  HISTORY     - UNK      MONUMENTED       DOD
 JD2036  HISTORY     - 1963     GOOD             NGS
 JD2036
 JD2036                          STATION DESCRIPTION
 JD2036
 JD2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2036'4.3 MI S FROM PITTSVILLE.
 JD2036'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE
 JD2036'INTERSECTION OF U.S. HIGHWAY 50 AT PITTSVILLE, 0.1 MILE SOUTHEAST
 JD2036'OF A T-JUNCTION OF ROADS, ON THE CREST OF A SMALL HILL, 191 FEET
 JD2036'EAST OF THE CENTERLINE OF THE HIGHWAY, 150 FEET EAST OF A
 JD2036'NORTH-SOUTH FENCE, ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JD2036'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  A USAF
 JD2036'MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2040 ***********************************************************************
 JD2040  DESIGNATION -  M 10 B 2
 JD2040  PID         -  JD2040
 JD2040  STATE/COUNTY-  MO/JOHNSON
 JD2040  USGS QUAD   -  PITTSVILLE (1981)
 JD2040
 JD2040                         *CURRENT SURVEY CONTROL
 JD2040  ___________________________________________________________________
 JD2040* NAD 83(1986)-  38 47 31.     (N)    093 59 25.     (W)     SCALED    
 JD2040* NAVD 88     -       272.093  (meters)     892.69   (feet)  ADJUSTED  
 JD2040  ___________________________________________________________________
 JD2040  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD2040  DYNAMIC HT  -         271.909 (meters)     892.09  (feet)  COMP
 JD2040  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 JD2040
 JD2040  VERT ORDER  -  SECOND    CLASS 0
 JD2040
 JD2040.The horizontal coordinates were scaled from a topographic map and have
 JD2040.an estimated accuracy of +/- 6 seconds.
 JD2040
 JD2040.The orthometric height was determined by differential leveling
 JD2040.and adjusted by the National Geodetic Survey in June 1991..
 JD2040
 JD2040.The geoid height was determined by GEOID03.
 JD2040
 JD2040.The dynamic height is computed by dividing the NAVD 88
 JD2040.geopotential number by the normal gravity value computed on the
 JD2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2040.degrees latitude (g = 980.6199 gals.).
 JD2040
 JD2040.The modeled gravity was interpolated from observed gravity values.
 JD2040
 JD2040;                    North         East    Units  Estimated Accuracy
 JD2040;SPC MO W     -   291,480.      894,280.      MT  (+/- 180 meters Scaled)
 JD2040
 JD2040                          SUPERSEDED SURVEY CONTROL
 JD2040
 JD2040  NGVD 29 (??/??/92)  271.99   (m)          892.4    (f) COMPUTED    2 0
 JD2040
 JD2040.Superseded values are not recommended for survey control.
 JD2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2040.See file dsdata.txt to determine how the superseded data were derived.
 JD2040
 JD2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC139941(NAD 83)
 JD2040_MARKER: Z = SEE DESCRIPTION
 JD2040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2040_SP_SET: TRIBRACH
 JD2040_STAMPING: M 10 B 2
 JD2040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2040
 JD2040  HISTORY     - Date     Condition        Report By
 JD2040  HISTORY     - 1963     MONUMENTED       CGS
 JD2040
 JD2040                          STATION DESCRIPTION
 JD2040
 JD2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2040'4.4 MI S FROM PITTSVILLE.
 JD2040'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE
 JD2040'INTERSECTION OF U.S. HIGHWAY 50 AT PITTSVILLE, THENCE 0.2 MILE
 JD2040'EAST ALONG A GRADED DIRT ROAD, ON THE SOUTH SLOPE OF A SMALL
 JD2040'RIDGE, 255 FEET NORTH OF THE CENTERLINE OF THE ROAD, ABOUT 1410
 JD2040'FEET NORTHEAST ACROSS THE ROAD FROM THE LAUNCHER, A 1 1/2 X 4
 JD2040'FOOT CONCRETE PEDESTAL WITH TRIBRACH.  A USAF MONOLITH AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2038 ***********************************************************************
 JD2038  DESIGNATION -  M 10 Z
 JD2038  PID         -  JD2038
 JD2038  STATE/COUNTY-  MO/JOHNSON
 JD2038  USGS QUAD   -  PITTSVILLE (1981)
 JD2038
 JD2038                         *CURRENT SURVEY CONTROL
 JD2038  ___________________________________________________________________
 JD2038* NAD 83(1986)-  38 47 29.     (N)    093 59 05.     (W)     SCALED    
 JD2038* NAVD 88     -       269.936  (meters)     885.62   (feet)  ADJUSTED  
 JD2038  ___________________________________________________________________
 JD2038  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD2038  DYNAMIC HT  -         269.754 (meters)     885.02  (feet)  COMP
 JD2038  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 JD2038
 JD2038  VERT ORDER  -  SECOND    CLASS 0
 JD2038
 JD2038.The horizontal coordinates were scaled from a topographic map and have
 JD2038.an estimated accuracy of +/- 6 seconds.
 JD2038
 JD2038.The orthometric height was determined by differential leveling
 JD2038.and adjusted by the National Geodetic Survey in June 1991..
 JD2038
 JD2038.The geoid height was determined by GEOID03.
 JD2038
 JD2038.The dynamic height is computed by dividing the NAVD 88
 JD2038.geopotential number by the normal gravity value computed on the
 JD2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2038.degrees latitude (g = 980.6199 gals.).
 JD2038
 JD2038.The modeled gravity was interpolated from observed gravity values.
 JD2038
 JD2038;                    North         East    Units  Estimated Accuracy
 JD2038;SPC MO W     -   291,420.      894,770.      MT  (+/- 180 meters Scaled)
 JD2038
 JD2038                          SUPERSEDED SURVEY CONTROL
 JD2038
 JD2038  NGVD 29 (??/??/92)  269.83   (m)          885.3    (f) COMPUTED    2 0
 JD2038
 JD2038.Superseded values are not recommended for survey control.
 JD2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2038.See file dsdata.txt to determine how the superseded data were derived.
 JD2038
 JD2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC144940(NAD 83)
 JD2038_MARKER: DS = TRIANGULATION STATION DISK
 JD2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2038_STAMPING: M 10 Z 1963
 JD2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2038+STABILITY: SURFACE MOTION
 JD2038
 JD2038  HISTORY     - Date     Condition        Report By
 JD2038  HISTORY     - 1963     MONUMENTED       CGS
 JD2038
 JD2038                          STATION DESCRIPTION
 JD2038
 JD2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2038'4.7 MI S FROM PITTSVILLE.
 JD2038'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE
 JD2038'INTERSECTION OF U.S. HIGHWAY 50 AT PITTSVILLE, THENCE 0.5 MILE
 JD2038'EAST ALONG A GRADED COUNTY ROAD, 32.4 FEET NORTH OF THE
 JD2038'CENTERLINE OF THE ROAD, 51.0 FEET NORTH ACROSS THE ROAD FROM
 JD2038'R.M. 1, 10 FEET NORTHEAST OF A FENCE CORNER, 43.0 FEET NORTHEAST
 JD2038'OF R.M. 2, 4.0 FEET EAST OF A NORTH-SOUTH FENCE, 4.7 FEET
 JD2038'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 JD2038'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 JD2038'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2039 ***********************************************************************
 JD2039  DESIGNATION -  M 10 Z RM 1
 JD2039  PID         -  JD2039
 JD2039  STATE/COUNTY-  MO/JOHNSON
 JD2039  USGS QUAD   -  PITTSVILLE (1981)
 JD2039
 JD2039                         *CURRENT SURVEY CONTROL
 JD2039  ___________________________________________________________________
 JD2039* NAD 83(1986)-  38 47 29.     (N)    093 59 05.     (W)     SCALED    
 JD2039* NAVD 88     -       269.094  (meters)     882.85   (feet)  ADJUSTED  
 JD2039  ___________________________________________________________________
 JD2039  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD2039  DYNAMIC HT  -         268.913 (meters)     882.26  (feet)  COMP
 JD2039  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 JD2039
 JD2039  VERT ORDER  -  SECOND    CLASS 0
 JD2039
 JD2039.The horizontal coordinates were scaled from a topographic map and have
 JD2039.an estimated accuracy of +/- 6 seconds.
 JD2039
 JD2039.The orthometric height was determined by differential leveling
 JD2039.and adjusted by the National Geodetic Survey in June 1991..
 JD2039
 JD2039.The geoid height was determined by GEOID03.
 JD2039
 JD2039.The dynamic height is computed by dividing the NAVD 88
 JD2039.geopotential number by the normal gravity value computed on the
 JD2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2039.degrees latitude (g = 980.6199 gals.).
 JD2039
 JD2039.The modeled gravity was interpolated from observed gravity values.
 JD2039
 JD2039;                    North         East    Units  Estimated Accuracy
 JD2039;SPC MO W     -   291,420.      894,770.      MT  (+/- 180 meters Scaled)
 JD2039
 JD2039                          SUPERSEDED SURVEY CONTROL
 JD2039
 JD2039  NGVD 29 (??/??/92)  268.99   (m)          882.5    (f) COMPUTED    2 0
 JD2039
 JD2039.Superseded values are not recommended for survey control.
 JD2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2039.See file dsdata.txt to determine how the superseded data were derived.
 JD2039
 JD2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC144940(NAD 83)
 JD2039_MARKER: DR = REFERENCE MARK DISK
 JD2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2039_STAMPING: M 10 Z NO 1 1963
 JD2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2039+STABILITY: SURFACE MOTION
 JD2039
 JD2039  HISTORY     - Date     Condition        Report By
 JD2039  HISTORY     - 1963     MONUMENTED       CGS
 JD2039
 JD2039                          STATION DESCRIPTION
 JD2039
 JD2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2039'4.7 MI S FROM PITTSVILLE.
 JD2039'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE
 JD2039'INTERSECTION OF U.S. HIGHWAY 50 AT PITTSVILLE, THENCE 0.5 MILE
 JD2039'EAST ALONG A GRADED COUNTY ROAD, 18.6 FEET SOUTH OF THE
 JD2039'CENTERLINE OF THE ROAD, 22.5 FEET EAST OF THE CENTERLINE OF A
 JD2039'TRACK ROAD, 58.9 FEET SOUTHEAST ACROSS THE ROAD FROM R.M. 2,
 JD2039'51.0 FEET SOUTH OF THE STATION MARK, AND SET IN THE TOP OF A
 JD2039'CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2037 ***********************************************************************
 JD2037  DESIGNATION -  M 10 Z RM 2
 JD2037  PID         -  JD2037
 JD2037  STATE/COUNTY-  MO/JOHNSON
 JD2037  USGS QUAD   -  PITTSVILLE (1981)
 JD2037
 JD2037                         *CURRENT SURVEY CONTROL
 JD2037  ___________________________________________________________________
 JD2037* NAD 83(1986)-  38 47 28.     (N)    093 59 05.     (W)     SCALED    
 JD2037* NAVD 88     -       269.702  (meters)     884.85   (feet)  ADJUSTED  
 JD2037  ___________________________________________________________________
 JD2037  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD2037  DYNAMIC HT  -         269.520 (meters)     884.25  (feet)  COMP
 JD2037  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 JD2037
 JD2037  VERT ORDER  -  SECOND    CLASS 0
 JD2037
 JD2037.The horizontal coordinates were scaled from a topographic map and have
 JD2037.an estimated accuracy of +/- 6 seconds.
 JD2037
 JD2037.The orthometric height was determined by differential leveling
 JD2037.and adjusted by the National Geodetic Survey in June 1991..
 JD2037
 JD2037.The geoid height was determined by GEOID03.
 JD2037
 JD2037.The dynamic height is computed by dividing the NAVD 88
 JD2037.geopotential number by the normal gravity value computed on the
 JD2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2037.degrees latitude (g = 980.6199 gals.).
 JD2037
 JD2037.The modeled gravity was interpolated from observed gravity values.
 JD2037
 JD2037;                    North         East    Units  Estimated Accuracy
 JD2037;SPC MO W     -   291,390.      894,770.      MT  (+/- 180 meters Scaled)
 JD2037
 JD2037                          SUPERSEDED SURVEY CONTROL
 JD2037
 JD2037  NGVD 29 (??/??/92)  269.60   (m)          884.5    (f) COMPUTED    2 0
 JD2037
 JD2037.Superseded values are not recommended for survey control.
 JD2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2037.See file dsdata.txt to determine how the superseded data were derived.
 JD2037
 JD2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC144940(NAD 83)
 JD2037_MARKER: DR = REFERENCE MARK DISK
 JD2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2037_STAMPING: M 10 Z NO 2 1963
 JD2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2037+STABILITY: SURFACE MOTION
 JD2037
 JD2037  HISTORY     - Date     Condition        Report By
 JD2037  HISTORY     - 1963     MONUMENTED       CGS
 JD2037
 JD2037                          STATION DESCRIPTION
 JD2037
 JD2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2037'4.7 MI S FROM PITTSVILLE.
 JD2037'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE
 JD2037'INTERSECTION OF U.S. HIGHWAY 50 AT PITTSVILLE, THENCE 0.5 MILE
 JD2037'EAST ALONG A GRADED COUNTY ROAD, 22 FEET NORTH OF THE CENTERLINE
 JD2037'OF THE ROAD, 58.9 FEET NORTHWEST ACROSS THE ROAD FROM R.M. 1,
 JD2037'43.0 FEET SOUTHWEST OF THE STATION MARK, 1.0 FOOT SOUTH OF AN
 JD2037'EAST-WEST FENCE, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 JD2037'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0137 ***********************************************************************
 JD0137  DESIGNATION -  M 100
 JD0137  PID         -  JD0137
 JD0137  STATE/COUNTY-  MO/COLE
 JD0137  USGS QUAD   -  LOHMAN (1981)
 JD0137
 JD0137                         *CURRENT SURVEY CONTROL
 JD0137  ___________________________________________________________________
 JD0137* NAD 83(1986)-  38 32 30.     (N)    092 21 57.     (W)     SCALED    
 JD0137* NAVD 88     -       197.941  (meters)     649.41   (feet)  ADJUSTED  
 JD0137  ___________________________________________________________________
 JD0137  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD0137  DYNAMIC HT  -         197.806 (meters)     648.97  (feet)  COMP
 JD0137  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 JD0137
 JD0137  VERT ORDER  -  SECOND    CLASS 0
 JD0137
 JD0137.The horizontal coordinates were scaled from a topographic map and have
 JD0137.an estimated accuracy of +/- 6 seconds.
 JD0137
 JD0137.The orthometric height was determined by differential leveling
 JD0137.and adjusted by the National Geodetic Survey in June 1991..
 JD0137
 JD0137.The geoid height was determined by GEOID03.
 JD0137
 JD0137.The dynamic height is computed by dividing the NAVD 88
 JD0137.geopotential number by the normal gravity value computed on the
 JD0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0137.degrees latitude (g = 980.6199 gals.).
 JD0137
 JD0137.The modeled gravity was interpolated from observed gravity values.
 JD0137
 JD0137;                    North         East    Units  Estimated Accuracy
 JD0137;SPC MO C     -   300,560.      511,700.      MT  (+/- 180 meters Scaled)
 JD0137
 JD0137                          SUPERSEDED SURVEY CONTROL
 JD0137
 JD0137  NGVD 29 (??/??/92)  197.940  (m)          649.41   (f) ADJ UNCH    2 0
 JD0137
 JD0137.Superseded values are not recommended for survey control.
 JD0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0137.See file dsdata.txt to determine how the superseded data were derived.
 JD0137
 JD0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC552661(NAD 83)
 JD0137_MARKER: DB = BENCH MARK DISK
 JD0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0137_STAMPING: M 100 1935
 JD0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0137+STABILITY: SURFACE MOTION
 JD0137
 JD0137  HISTORY     - Date     Condition        Report By
 JD0137  HISTORY     - 1935     MONUMENTED       CGS
 JD0137  HISTORY     - 1968     MARK NOT FOUND   NGS
 JD0137
 JD0137                          STATION DESCRIPTION
 JD0137
 JD0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0137'IN LOHMAN.
 JD0137'AT LOHMAN, COLE COUNTY, ABOUT 18 RAILS SOUTH OF THE MISSOURI
 JD0137'PACIFIC RAILROAD STATION, OPPOSITE STOCK, SHUTE AND PENS, AND 30
 JD0137'FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK
 JD0137'STAMPED M 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JD0137
 JD0137                          STATION RECOVERY (1968)
 JD0137
 JD0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JD0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0721 ***********************************************************************
 JC0721  DESIGNATION -  M 101
 JC0721  PID         -  JC0721
 JC0721  STATE/COUNTY-  MO/FRANKLIN
 JC0721  USGS QUAD   -  UNION (1980)
 JC0721
 JC0721                         *CURRENT SURVEY CONTROL
 JC0721  ___________________________________________________________________
 JC0721* NAD 83(1986)-  38 24 48.     (N)    091 07 12.     (W)     SCALED    
 JC0721* NAVD 88     -       245.224  (meters)     804.54   (feet)  ADJUSTED  
 JC0721  ___________________________________________________________________
 JC0721  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JC0721  DYNAMIC HT  -         245.060 (meters)     804.00  (feet)  COMP
 JC0721  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 JC0721
 JC0721  VERT ORDER  -  SECOND    CLASS 0
 JC0721
 JC0721.The horizontal coordinates were scaled from a topographic map and have
 JC0721.an estimated accuracy of +/- 6 seconds.
 JC0721
 JC0721.The orthometric height was determined by differential leveling
 JC0721.and adjusted by the National Geodetic Survey in June 1991..
 JC0721
 JC0721.The geoid height was determined by GEOID03.
 JC0721
 JC0721.The dynamic height is computed by dividing the NAVD 88
 JC0721.geopotential number by the normal gravity value computed on the
 JC0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0721.degrees latitude (g = 980.6199 gals.).
 JC0721
 JC0721.The modeled gravity was interpolated from observed gravity values.
 JC0721
 JC0721;                    North         East    Units  Estimated Accuracy
 JC0721;SPC MO E     -   286,490.      195,850.      MT  (+/- 180 meters Scaled)
 JC0721
 JC0721                          SUPERSEDED SURVEY CONTROL
 JC0721
 JC0721  NGVD 29 (??/??/92)  245.248  (m)          804.62   (f) ADJ UNCH    2 0
 JC0721
 JC0721.Superseded values are not recommended for survey control.
 JC0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0721.See file dsdata.txt to determine how the superseded data were derived.
 JC0721
 JC0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC641533(NAD 83)
 JC0721_MARKER: DB = BENCH MARK DISK
 JC0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0721_STAMPING: M 101 1935
 JC0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0721+STABILITY: SURFACE MOTION
 JC0721
 JC0721  HISTORY     - Date     Condition        Report By
 JC0721  HISTORY     - 1935     MONUMENTED       CGS
 JC0721  HISTORY     - 1940     GOOD             NGS
 JC0721
 JC0721                          STATION DESCRIPTION
 JC0721
 JC0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JC0721'4 MI E FROM BEAUFORT.
 JC0721'4.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JC0721'RAILROAD FROM THE STATION AT BEAUFORT, FRANKLIN COUNTY, 16 POLES
 JC0721'SOUTH OF MILEPOST 67, 0.2 MILE SOUTH OF A GRAVEL-ROAD CROSSING,
 JC0721'43.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 34.5 FEET WEST OF THE
 JC0721'CENTER LINE OF A ROAD PARALLELING THE TRACK, 10 FEET WEST OF A
 JC0721'TWIN-OAK TREE, AND 0.7 FOOT SOUTH OF A WHITE WOODEN WITNESS
 JC0721'POST.  A STANDARD DISK, STAMPED M 101 1935 AND SET IN THE
 JC0721'TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0677 ***********************************************************************
 JC0677  DESIGNATION -  M 102
 JC0677  PID         -  JC0677
 JC0677  STATE/COUNTY-  MO/GASCONADE
 JC0677  USGS QUAD   -  SWISS (1973)
 JC0677
 JC0677                         *CURRENT SURVEY CONTROL
 JC0677  ___________________________________________________________________
 JC0677* NAD 83(1986)-  38 30 35.     (N)    091 27 43.     (W)     SCALED    
 JC0677* NAVD 88     -       289.590  (meters)     950.10   (feet)  ADJUSTED  
 JC0677  ___________________________________________________________________
 JC0677  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JC0677  DYNAMIC HT  -         289.395 (meters)     949.46  (feet)  COMP
 JC0677  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 JC0677
 JC0677  VERT ORDER  -  SECOND    CLASS 0
 JC0677
 JC0677.The horizontal coordinates were scaled from a topographic map and have
 JC0677.an estimated accuracy of +/- 6 seconds.
 JC0677
 JC0677.The orthometric height was determined by differential leveling
 JC0677.and adjusted by the National Geodetic Survey in June 1991..
 JC0677
 JC0677.The geoid height was determined by GEOID03.
 JC0677
 JC0677.The dynamic height is computed by dividing the NAVD 88
 JC0677.geopotential number by the normal gravity value computed on the
 JC0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0677.degrees latitude (g = 980.6199 gals.).
 JC0677
 JC0677.The modeled gravity was interpolated from observed gravity values.
 JC0677
 JC0677;                    North         East    Units  Estimated Accuracy
 JC0677;SPC MO E     -   297,450.      166,100.      MT  (+/- 180 meters Scaled)
 JC0677
 JC0677                          SUPERSEDED SURVEY CONTROL
 JC0677
 JC0677  NGVD 29 (??/??/92)  289.592  (m)          950.10   (f) ADJ UNCH    2 0
 JC0677
 JC0677.Superseded values are not recommended for survey control.
 JC0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0677.See file dsdata.txt to determine how the superseded data were derived.
 JC0677
 JC0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC341634(NAD 83)
 JC0677_MARKER: DB = BENCH MARK DISK
 JC0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0677_STAMPING: M 102 1935
 JC0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0677+STABILITY: SURFACE MOTION
 JC0677
 JC0677  HISTORY     - Date     Condition        Report By
 JC0677  HISTORY     - 1935     MONUMENTED       CGS
 JC0677  HISTORY     - 1938     GOOD             NGS
 JC0677  HISTORY     - 20050606 POOR             MODNR
 JC0677
 JC0677                          STATION DESCRIPTION
 JC0677
 JC0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JC0677'2.8 MI N FROM DRAKE.
 JC0677'2.8 MILES NORTH ALONG STATE HIGHWAY 19 FROM A GENERAL STORE
 JC0677'AT DRAKE, GASCONADE COUNTY, AT A PRIVATE-ROAD CROSSING, 45
 JC0677'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTH OF THE
 JC0677'CENTERLINE OF THE ROAD, AND AT THE RIGHT-OF-WAY FENCE.  A STANDARD
 JC0677'DISK, STAMPED M 102 1935 AND SET IN THE TOP OF A CONCRETE
 JC0677'POST PROJECTING 4 INCHES ABOVE GROUND.
 JC0677
 JC0677                          STATION RECOVERY (2005)
 JC0677
 JC0677'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC)
 JC0677'MONUMENT FOUND BROKEN. DISK RECOVERED TO THIS OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0637 ***********************************************************************
 JC0637  DESIGNATION -  M 103
 JC0637  PID         -  JC0637
 JC0637  STATE/COUNTY-  MO/MONTGOMERY
 JC0637  USGS QUAD   -  NEW FLORENCE (1973)
 JC0637
 JC0637                         *CURRENT SURVEY CONTROL
 JC0637  ___________________________________________________________________
 JC0637* NAD 83(1986)-  38 52 33.     (N)    091 26 37.     (W)     SCALED    
 JC0637* NAVD 88     -       271.101  (meters)     889.44   (feet)  ADJUSTED  
 JC0637  ___________________________________________________________________
 JC0637  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JC0637  DYNAMIC HT  -         270.924 (meters)     888.86  (feet)  COMP
 JC0637  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 JC0637
 JC0637  VERT ORDER  -  SECOND    CLASS 0
 JC0637
 JC0637.The horizontal coordinates were scaled from a topographic map and have
 JC0637.an estimated accuracy of +/- 6 seconds.
 JC0637
 JC0637.The orthometric height was determined by differential leveling
 JC0637.and adjusted by the National Geodetic Survey in June 1991..
 JC0637
 JC0637.The geoid height was determined by GEOID03.
 JC0637
 JC0637.The dynamic height is computed by dividing the NAVD 88
 JC0637.geopotential number by the normal gravity value computed on the
 JC0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0637.degrees latitude (g = 980.6199 gals.).
 JC0637
 JC0637.The modeled gravity was interpolated from observed gravity values.
 JC0637
 JC0637;                    North         East    Units  Estimated Accuracy
 JC0637;SPC MO E     -   338,070.      168,120.      MT  (+/- 180 meters Scaled)
 JC0637
 JC0637                          SUPERSEDED SURVEY CONTROL
 JC0637
 JC0637  NGVD 29 (??/??/92)  271.104  (m)          889.45   (f) ADJ UNCH    2 0
 JC0637
 JC0637.Superseded values are not recommended for survey control.
 JC0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0637.See file dsdata.txt to determine how the superseded data were derived.
 JC0637
 JC0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD350041(NAD 83)
 JC0637_MARKER: DB = BENCH MARK DISK
 JC0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0637_STAMPING: M 103 1935
 JC0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0637+STABILITY: SURFACE MOTION
 JC0637
 JC0637  HISTORY     - Date     Condition        Report By
 JC0637  HISTORY     - 1935     MONUMENTED       CGS
 JC0637  HISTORY     - 1972     MARK NOT FOUND   USGS
 JC0637
 JC0637                          STATION DESCRIPTION
 JC0637
 JC0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0637'2.7 MI S FROM NEW FLORENCE.
 JC0637'2.7 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE WABASH RAILWAY
 JC0637'STATION AT NEW FLORENCE, MONTGOMERY COUNTY, AT THE SOUTH END OF
 JC0637'A LEVEL STRETCH, AT A ROAD CROSSING, 45 FEET NORTH OF THE
 JC0637'CENTERLINE OF THE ROAD, 35 FEET WEST OF THE CENTERLINE OF THE
 JC0637'HIGHWAY, AND AT THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 JC0637'M 103 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JC0637'INCHES ABOVE GROUND.
 JC0637
 JC0637                          STATION RECOVERY (1972)
 JC0637
 JC0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JC0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0016 ***********************************************************************
 HE0016  DESIGNATION -  M 106
 HE0016  PID         -  HE0016
 HE0016  STATE/COUNTY-  MO/VERNON
 HE0016  USGS QUAD   -  NEVADA (1991)
 HE0016
 HE0016                         *CURRENT SURVEY CONTROL
 HE0016  ___________________________________________________________________
 HE0016* NAD 83(1986)-  37 48 24.     (N)    094 18 46.     (W)     SCALED    
 HE0016* NAVD 88     -       273.581  (meters)     897.57   (feet)  ADJUSTED  
 HE0016  ___________________________________________________________________
 HE0016  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 HE0016  DYNAMIC HT  -         273.375 (meters)     896.90  (feet)  COMP
 HE0016  MODELED GRAV-     979,871.3   (mgal)                       NAVD 88
 HE0016
 HE0016  VERT ORDER  -  SECOND    CLASS 0
 HE0016
 HE0016.The horizontal coordinates were scaled from a topographic map and have
 HE0016.an estimated accuracy of +/- 6 seconds.
 HE0016
 HE0016.The orthometric height was determined by differential leveling
 HE0016.and adjusted by the National Geodetic Survey in June 1991..
 HE0016
 HE0016.The geoid height was determined by GEOID03.
 HE0016
 HE0016.The dynamic height is computed by dividing the NAVD 88
 HE0016.geopotential number by the normal gravity value computed on the
 HE0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0016.degrees latitude (g = 980.6199 gals.).
 HE0016
 HE0016.The modeled gravity was interpolated from observed gravity values.
 HE0016
 HE0016;                    North         East    Units  Estimated Accuracy
 HE0016;SPC MO W     -   182,010.      866,490.      MT  (+/- 180 meters Scaled)
 HE0016
 HE0016                          SUPERSEDED SURVEY CONTROL
 HE0016
 HE0016  NGVD 29 (??/??/92)  273.480  (m)          897.24   (f) ADJ UNCH    2 0
 HE0016
 HE0016.Superseded values are not recommended for survey control.
 HE0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0016.See file dsdata.txt to determine how the superseded data were derived.
 HE0016
 HE0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB844851(NAD 83)
 HE0016_MARKER: DB = BENCH MARK DISK
 HE0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0016_STAMPING: M 106 1934
 HE0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0016+STABILITY: SURFACE MOTION
 HE0016
 HE0016  HISTORY     - Date     Condition        Report By
 HE0016  HISTORY     - 1934     MONUMENTED       CGS
 HE0016  HISTORY     - 1938     GOOD             USGS
 HE0016  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HE0016
 HE0016                          STATION DESCRIPTION
 HE0016
 HE0016'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 HE0016'3.2 MI SE FROM NEVADA.
 HE0016'3.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HE0016'NEVADA, VERNON COUNTY, 2 FEET EAST OF THE SEVENTEENTH POLE
 HE0016'SOUTH OF MILEPOST 320, AT A ROAD CROSSING, 30 FEET WEST OF THE
 HE0016'CENTERLINE OF THE TRACK, AND 21 FEET NORTH OF THE CENTERLINE OF
 HE0016'THE ROAD.  A STANDARD DISK, STAMPED M 106 1934 AND SET IN THE
 HE0016'TOP OF A CONCRETE POST.
 HE0016
 HE0016                          STATION RECOVERY (1988)
 HE0016
 HE0016'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBD)
 HE0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0340 ***********************************************************************
 HE0340  DESIGNATION -  M 107
 HE0340  PID         -  HE0340
 HE0340  STATE/COUNTY-  MO/BARTON
 HE0340  USGS QUAD   -  LIBERAL (1991)
 HE0340
 HE0340                         *CURRENT SURVEY CONTROL
 HE0340  ___________________________________________________________________
 HE0340* NAD 83(1986)-  37 30 26.     (N)    094 33 32.     (W)     SCALED    
 HE0340* NAVD 88     -       285.341  (meters)     936.16   (feet)  ADJUSTED  
 HE0340  ___________________________________________________________________
 HE0340  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0340  DYNAMIC HT  -         285.116 (meters)     935.42  (feet)  COMP
 HE0340  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 HE0340
 HE0340  VERT ORDER  -  SECOND    CLASS 0
 HE0340
 HE0340.The horizontal coordinates were scaled from a topographic map and have
 HE0340.an estimated accuracy of +/- 6 seconds.
 HE0340
 HE0340.The orthometric height was determined by differential leveling
 HE0340.and adjusted by the National Geodetic Survey in June 1991..
 HE0340
 HE0340.The geoid height was determined by GEOID03.
 HE0340
 HE0340.The dynamic height is computed by dividing the NAVD 88
 HE0340.geopotential number by the normal gravity value computed on the
 HE0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0340.degrees latitude (g = 980.6199 gals.).
 HE0340
 HE0340.The modeled gravity was interpolated from observed gravity values.
 HE0340
 HE0340;                    North         East    Units  Estimated Accuracy
 HE0340;SPC MO W     -   148,760.      844,790.      MT  (+/- 180 meters Scaled)
 HE0340
 HE0340                          SUPERSEDED SURVEY CONTROL
 HE0340
 HE0340  NGVD 29 (??/??/92)  285.223  (m)          935.77   (f) ADJ UNCH    2 0
 HE0340
 HE0340.Superseded values are not recommended for survey control.
 HE0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0340.See file dsdata.txt to determine how the superseded data were derived.
 HE0340
 HE0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB622522(NAD 83)
 HE0340_MARKER: DB = BENCH MARK DISK
 HE0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0340_STAMPING: M 107 1934
 HE0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0340+STABILITY: SURFACE MOTION
 HE0340
 HE0340  HISTORY     - Date     Condition        Report By
 HE0340  HISTORY     - 1934     MONUMENTED       CGS
 HE0340  HISTORY     - 20040915 POOR             MODNR
 HE0340
 HE0340                          STATION DESCRIPTION
 HE0340
 HE0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0340'4.3 MI S FROM LIBERAL.
 HE0340'4.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM LIBERAL,
 HE0340'BARTON COUNTY, 15 FEET NORTHWEST OF THE TWENTY-SEVENTH POLE
 HE0340'SOUTH OF MILEPOST 347, 10-1/2 RAILS NORTH OF A ROAD CROSSING,
 HE0340'AND 46 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 HE0340'DISK, STAMPED M 107 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HE0340
 HE0340                          STATION RECOVERY (2004)
 HE0340
 HE0340'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (SEW)
 HE0340'AT LOCATION DESCRIBED, FOUND 6 INCH BY 6 INCH CONCRETE MONUMENT, LOOSE
 HE0340'IN THE GROUND, WITH BROKEN TOP. DISK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0022 ***********************************************************************
 GG0022  DESIGNATION -  M 108
 GG0022  PID         -  GG0022
 GG0022  STATE/COUNTY-  MO/NEWTON
 GG0022  USGS QUAD   -  NEOSHO WEST (1972)
 GG0022
 GG0022                         *CURRENT SURVEY CONTROL
 GG0022  ___________________________________________________________________
 GG0022* NAD 83(1986)-  36 45 20.     (N)    094 23 39.     (W)     SCALED    
 GG0022* NAVD 88     -       380.301  (meters)    1247.70   (feet)  ADJUSTED  
 GG0022  ___________________________________________________________________
 GG0022  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GG0022  DYNAMIC HT  -         379.981 (meters)    1246.65  (feet)  COMP
 GG0022  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 GG0022
 GG0022  VERT ORDER  -  SECOND    CLASS 0
 GG0022
 GG0022.The horizontal coordinates were scaled from a topographic map and have
 GG0022.an estimated accuracy of +/- 6 seconds.
 GG0022
 GG0022.The orthometric height was determined by differential leveling
 GG0022.and adjusted by the National Geodetic Survey in June 1991..
 GG0022
 GG0022.The geoid height was determined by GEOID03.
 GG0022
 GG0022.The dynamic height is computed by dividing the NAVD 88
 GG0022.geopotential number by the normal gravity value computed on the
 GG0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0022.degrees latitude (g = 980.6199 gals.).
 GG0022
 GG0022.The modeled gravity was interpolated from observed gravity values.
 GG0022
 GG0022;                    North         East    Units  Estimated Accuracy
 GG0022;SPC MO W     -    65,350.      859,450.      MT  (+/- 180 meters Scaled)
 GG0022
 GG0022                          SUPERSEDED SURVEY CONTROL
 GG0022
 GG0022  NGVD 29 (??/??/92)  380.169  (m)         1247.27   (f) ADJ UNCH    2 0
 GG0022
 GG0022.Superseded values are not recommended for survey control.
 GG0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0022.See file dsdata.txt to determine how the superseded data were derived.
 GG0022
 GG0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA755686(NAD 83)
 GG0022_MARKER: DB = BENCH MARK DISK
 GG0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GG0022_STAMPING: M 108 1935
 GG0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0022+STABILITY: SURFACE MOTION
 GG0022
 GG0022  HISTORY     - Date     Condition        Report By
 GG0022  HISTORY     - 1935     MONUMENTED       CGS
 GG0022  HISTORY     - 20060322 MARK NOT FOUND   MODNR
 GG0022
 GG0022                          STATION DESCRIPTION
 GG0022
 GG0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GG0022'8.2 MI S FROM NEOSHO.
 GG0022'8.2 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 GG0022'NEOSHO, NEWTON COUNTY, 9 POLES SOUTH OF MILEPOST 183, 3 RAILS
 GG0022'NORTH OF A ROAD CROSSING, AND 40 FEET EAST OF THE TRACK.  A
 GG0022'STANDARD DISK, STAMPED M 108 1935 AND SET IN THE TOP OF A CONCRETE
 GG0022'POST.
 GG0022
 GG0022                          STATION RECOVERY (2006)
 GG0022
 GG0022'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 GG0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0819 ***********************************************************************
 HD0819  DESIGNATION -  M 109
 HD0819  PID         -  HD0819
 HD0819  STATE/COUNTY-  MO/POLK
 HD0819  USGS QUAD   -  FAIR PLAY (1981)
 HD0819
 HD0819                         *CURRENT SURVEY CONTROL
 HD0819  ___________________________________________________________________
 HD0819* NAD 83(1986)-  37 37 43.     (N)    093 33 00.     (W)     SCALED    
 HD0819* NAVD 88     -       301.065  (meters)     987.74   (feet)  ADJUSTED  
 HD0819  ___________________________________________________________________
 HD0819  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HD0819  DYNAMIC HT  -         300.834 (meters)     986.99  (feet)  COMP
 HD0819  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 HD0819
 HD0819  VERT ORDER  -  SECOND    CLASS 0
 HD0819
 HD0819.The horizontal coordinates were scaled from a topographic map and have
 HD0819.an estimated accuracy of +/- 6 seconds.
 HD0819
 HD0819.The orthometric height was determined by differential leveling
 HD0819.and adjusted by the National Geodetic Survey in June 1991..
 HD0819
 HD0819.The geoid height was determined by GEOID03.
 HD0819
 HD0819.The dynamic height is computed by dividing the NAVD 88
 HD0819.geopotential number by the normal gravity value computed on the
 HD0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0819.degrees latitude (g = 980.6199 gals.).
 HD0819
 HD0819.The modeled gravity was interpolated from observed gravity values.
 HD0819
 HD0819;                    North         East    Units  Estimated Accuracy
 HD0819;SPC MO C     -   199,730.      407,320.      MT  (+/- 180 meters Scaled)
 HD0819
 HD0819                          SUPERSEDED SURVEY CONTROL
 HD0819
 HD0819.No superseded survey control is available for this station.
 HD0819
 HD0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB514647(NAD 83)
 HD0819_MARKER: DB = BENCH MARK DISK
 HD0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0819_STAMPING: M 109 1935
 HD0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0819+STABILITY: SURFACE MOTION
 HD0819
 HD0819  HISTORY     - Date     Condition        Report By
 HD0819  HISTORY     - 1935     MONUMENTED       CGS
 HD0819  HISTORY     - 1938     GOOD             NGS
 HD0819
 HD0819                          STATION DESCRIPTION
 HD0819
 HD0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0819'1.5 MI E FROM FAIR PLAY.
 HD0819'1.5 MILES EAST ALONG STATE HIGHWAY 64 FROM THE STANDARD OIL CO.
 HD0819'BULK PLANT AT FAIR PLAY, POLK COUNTY, 60 FEET EAST OF A SMALL
 HD0819'CULVERT, 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 16 FEET
 HD0819'EAST OF A CREEK BANK, 12 FEET SOUTH OF THE CORNER OF AN OFFSET
 HD0819'IN THE RIGHT-OF-WAY FENCE, AND 6 INCHES LOWER THAN THE HIGHWAY.
 HD0819'A STANDARD DISK, STAMPED M 109 1935 AND SET IN THE TOP OF A CONCRETE
 HD0819'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0335 ***********************************************************************
 KD0335  DESIGNATION -  M 11
 KD0335  PID         -  KD0335
 KD0335  STATE/COUNTY-  MO/CHARITON
 KD0335  USGS QUAD   -  MENDON (1979)
 KD0335
 KD0335                         *CURRENT SURVEY CONTROL
 KD0335  ___________________________________________________________________
 KD0335* NAD 83(1986)-  39 35 55.     (N)    093 13 25.     (W)     SCALED    
 KD0335* NAVD 88     -       200.466  (meters)     657.70   (feet)  ADJUSTED  
 KD0335  ___________________________________________________________________
 KD0335  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KD0335  DYNAMIC HT  -         200.351 (meters)     657.32  (feet)  COMP
 KD0335  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 KD0335
 KD0335  VERT ORDER  -  FIRST     CLASS II
 KD0335
 KD0335.The horizontal coordinates were scaled from a topographic map and have
 KD0335.an estimated accuracy of +/- 6 seconds.
 KD0335
 KD0335.The orthometric height was determined by differential leveling
 KD0335.and adjusted by the National Geodetic Survey in June 1991..
 KD0335
 KD0335.The geoid height was determined by GEOID03.
 KD0335
 KD0335.The dynamic height is computed by dividing the NAVD 88
 KD0335.geopotential number by the normal gravity value computed on the
 KD0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0335.degrees latitude (g = 980.6199 gals.).
 KD0335
 KD0335.The modeled gravity was interpolated from observed gravity values.
 KD0335
 KD0335;                    North         East    Units  Estimated Accuracy
 KD0335;SPC MO C     -   418,140.      437,850.      MT  (+/- 180 meters Scaled)
 KD0335
 KD0335                          SUPERSEDED SURVEY CONTROL
 KD0335
 KD0335  NGVD 29 (??/??/92)  200.432  (m)          657.58   (f) ADJ UNCH    1 2
 KD0335
 KD0335.Superseded values are not recommended for survey control.
 KD0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0335.See file dsdata.txt to determine how the superseded data were derived.
 KD0335
 KD0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD808832(NAD 83)
 KD0335_MARKER: DB = BENCH MARK DISK
 KD0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0335_SP_SET: BRIDGE
 KD0335_STAMPING: 657.292 M 11 1930
 KD0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0335
 KD0335  HISTORY     - Date     Condition        Report By
 KD0335  HISTORY     - 1930     MONUMENTED       CGS
 KD0335  HISTORY     - 1949     GOOD             NGS
 KD0335
 KD0335                          STATION DESCRIPTION
 KD0335
 KD0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KD0335'4 MI S FROM SUMNER.
 KD0335'4.0 MILES SOUTH ALONG THE WABASH RAILROAD FROM SUMNER, 1/2 MILE
 KD0335'SOUTH OF MILEPOST 202, AT BRIDGE 774, IN THE EAST END OF THE
 KD0335'SOUTH ABUTMENT, AND INSIDE OF THE SOUTH END OF THE EAST PLATE
 KD0335'GIRDER.  A STANDARD DISK, STAMPED 657.292 M 11 1930.  NOTE-- IT
 KD0335'WAS REPORTED IN 1934 THAT CROSS-BRACING ADDED TO THIS BRIDGE
 KD0335'HAS MADE IT IMPOSSIBLE TO HOLD A ROD ON THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2085 ***********************************************************************
 JD2085  DESIGNATION -  M 11 B 1
 JD2085  PID         -  JD2085
 JD2085  STATE/COUNTY-  MO/JOHNSON
 JD2085  USGS QUAD   -  PITTSVILLE (1981)
 JD2085
 JD2085                         *CURRENT SURVEY CONTROL
 JD2085  ___________________________________________________________________
 JD2085* NAD 83(1986)-  38 50 56.     (N)    093 57 25.     (W)     SCALED    
 JD2085* NAVD 88     -       267.375  (meters)     877.21   (feet)  ADJUSTED  
 JD2085  ___________________________________________________________________
 JD2085  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2085  DYNAMIC HT  -         267.197 (meters)     876.63  (feet)  COMP
 JD2085  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 JD2085
 JD2085  VERT ORDER  -  SECOND    CLASS 0
 JD2085
 JD2085.The horizontal coordinates were scaled from a topographic map and have
 JD2085.an estimated accuracy of +/- 6 seconds.
 JD2085
 JD2085.The orthometric height was determined by differential leveling
 JD2085.and adjusted by the National Geodetic Survey in June 1991..
 JD2085
 JD2085.The geoid height was determined by GEOID03.
 JD2085
 JD2085.The dynamic height is computed by dividing the NAVD 88
 JD2085.geopotential number by the normal gravity value computed on the
 JD2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2085.degrees latitude (g = 980.6199 gals.).
 JD2085
 JD2085.The modeled gravity was interpolated from observed gravity values.
 JD2085
 JD2085;                    North         East    Units  Estimated Accuracy
 JD2085;SPC MO W     -   297,820.      897,140.      MT  (+/- 180 meters Scaled)
 JD2085
 JD2085                          SUPERSEDED SURVEY CONTROL
 JD2085
 JD2085  NGVD 29 (??/??/92)  267.28   (m)          876.9    (f) COMPUTED    2 0
 JD2085
 JD2085.Superseded values are not recommended for survey control.
 JD2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2085.See file dsdata.txt to determine how the superseded data were derived.
 JD2085
 JD2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD169004(NAD 83)
 JD2085_MARKER: Z = SEE DESCRIPTION
 JD2085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2085_SP_SET: TRIBRACH
 JD2085_STAMPING: M 11 B 1
 JD2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2085
 JD2085  HISTORY     - Date     Condition        Report By
 JD2085  HISTORY     - UNK      MONUMENTED       DOD
 JD2085  HISTORY     - 1963     GOOD             NGS
 JD2085
 JD2085                          STATION DESCRIPTION
 JD2085
 JD2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2085'2.3 MI E FROM PITTSVILLE.
 JD2085'ABOUT 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JD2085'INTERSECTION OF STATE HIGHWAY 131 AT PITTSVILLE, THENCE 0.4
 JD2085'MILE NORTH ACROSS A FIELD, NEAR THE CREST OF A SMALL HILL,
 JD2085'ABOUT 911 FEET EAST OF THE LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE
 JD2085'PEDESTAL WITH TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER
 JD2085'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2084 ***********************************************************************
 JD2084  DESIGNATION -  M 11 B 2
 JD2084  PID         -  JD2084
 JD2084  STATE/COUNTY-  MO/JOHNSON
 JD2084  USGS QUAD   -  PITTSVILLE (1981)
 JD2084
 JD2084                         *CURRENT SURVEY CONTROL
 JD2084  ___________________________________________________________________
 JD2084* NAD 83(1986)-  38 50 42.     (N)    093 57 25.     (W)     SCALED    
 JD2084* NAVD 88     -       265.417  (meters)     870.79   (feet)  ADJUSTED  
 JD2084  ___________________________________________________________________
 JD2084  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2084  DYNAMIC HT  -         265.240 (meters)     870.21  (feet)  COMP
 JD2084  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 JD2084
 JD2084  VERT ORDER  -  SECOND    CLASS 0
 JD2084
 JD2084.The horizontal coordinates were scaled from a topographic map and have
 JD2084.an estimated accuracy of +/- 6 seconds.
 JD2084
 JD2084.The orthometric height was determined by differential leveling
 JD2084.and adjusted by the National Geodetic Survey in June 1991..
 JD2084
 JD2084.The geoid height was determined by GEOID03.
 JD2084
 JD2084.The dynamic height is computed by dividing the NAVD 88
 JD2084.geopotential number by the normal gravity value computed on the
 JD2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2084.degrees latitude (g = 980.6199 gals.).
 JD2084
 JD2084.The modeled gravity was interpolated from observed gravity values.
 JD2084
 JD2084;                    North         East    Units  Estimated Accuracy
 JD2084;SPC MO W     -   297,380.      897,140.      MT  (+/- 180 meters Scaled)
 JD2084
 JD2084                          SUPERSEDED SURVEY CONTROL
 JD2084
 JD2084  NGVD 29 (??/??/92)  265.32   (m)          870.5    (f) COMPUTED    2 0
 JD2084
 JD2084.Superseded values are not recommended for survey control.
 JD2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2084.See file dsdata.txt to determine how the superseded data were derived.
 JD2084
 JD2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD169000(NAD 83)
 JD2084_MARKER: Z = SEE DESCRIPTION
 JD2084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2084_SP_SET: TRIBRACH
 JD2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2084
 JD2084  HISTORY     - Date     Condition        Report By
 JD2084  HISTORY     - UNK      MONUMENTED       DOD
 JD2084  HISTORY     - 1963     GOOD             NGS
 JD2084
 JD2084                          STATION DESCRIPTION
 JD2084
 JD2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2084'2 MI SE FROM PITTSVILLE.
 JD2084'ABOUT 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JD2084'INTERSECTION OF STATE HIGHWAY 131 AT PITTSVILLE, THENCE 0.1
 JD2084'MILE NORTH ACROSS A FIELD, ON THE NORTH SLOPE OF A SMALL
 JD2084'HILL, 105 FEET SOUTH OF AN EAST-WEST FENCE, A 1 1/2 X 4
 JD2084'FOOT CONCRETE PEDESTAL WITH TRIBRACH.  A USAF MONOLITH AZ.
 JD2084'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0505 ***********************************************************************
 HD0505  DESIGNATION -  M 110
 HD0505  PID         -  HD0505
 HD0505  STATE/COUNTY-  MO/DALLAS
 HD0505  USGS QUAD   -  URBANA (1950)
 HD0505
 HD0505                         *CURRENT SURVEY CONTROL
 HD0505  ___________________________________________________________________
 HD0505* NAD 83(1986)-  37 50 30.     (N)    093 10 17.     (W)     SCALED    
 HD0505* NAVD 88     -       318.628  (meters)    1045.37   (feet)  ADJUSTED  
 HD0505  ___________________________________________________________________
 HD0505  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HD0505  DYNAMIC HT  -         318.390 (meters)    1044.58  (feet)  COMP
 HD0505  MODELED GRAV-     979,872.7   (mgal)                       NAVD 88
 HD0505
 HD0505  VERT ORDER  -  SECOND    CLASS 0
 HD0505
 HD0505.The horizontal coordinates were scaled from a topographic map and have
 HD0505.an estimated accuracy of +/- 6 seconds.
 HD0505
 HD0505.The orthometric height was determined by differential leveling
 HD0505.and adjusted by the National Geodetic Survey in June 1991..
 HD0505
 HD0505.The geoid height was determined by GEOID03.
 HD0505
 HD0505.The dynamic height is computed by dividing the NAVD 88
 HD0505.geopotential number by the normal gravity value computed on the
 HD0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0505.degrees latitude (g = 980.6199 gals.).
 HD0505
 HD0505.The modeled gravity was interpolated from observed gravity values.
 HD0505
 HD0505;                    North         East    Units  Estimated Accuracy
 HD0505;SPC MO C     -   223,070.      440,910.      MT  (+/- 180 meters Scaled)
 HD0505
 HD0505                          SUPERSEDED SURVEY CONTROL
 HD0505
 HD0505  NGVD 29 (??/??/92)  318.510  (m)         1044.98   (f) ADJ UNCH    2 0
 HD0505
 HD0505.Superseded values are not recommended for survey control.
 HD0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0505.See file dsdata.txt to determine how the superseded data were derived.
 HD0505
 HD0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB849882(NAD 83)
 HD0505_MARKER: DB = BENCH MARK DISK
 HD0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0505_STAMPING: M 110 1935
 HD0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0505+STABILITY: SURFACE MOTION
 HD0505
 HD0505  HISTORY     - Date     Condition        Report By
 HD0505  HISTORY     - 1935     MONUMENTED       CGS
 HD0505  HISTORY     - 1950     POOR             NGS
 HD0505
 HD0505                          STATION DESCRIPTION
 HD0505
 HD0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HD0505'AT URBANA.
 HD0505'AT URBANA, DALLAS COUNTY, ON U.S. HIGHWAY 65, AT THE WEST
 HD0505'EDGE OF THE TOWN, 285 FEET SOUTH OF THE CENTERLINE OF A ROAD
 HD0505'LEADING EAST, 80 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HD0505'GREEN LANTERN CAFE, 40 FEET EAST OF THE CENTERLINE OF THE
 HD0505'HIGHWAY, AND 3 FEET SOUTH AND 1 FOOT WEST OF A FENCE CORNER.
 HD0505'A STANDARD DISK, STAMPED M 110 1935 AND SET IN THE TOP OF A
 HD0505'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0681 ***********************************************************************
 HD0681  DESIGNATION -  M 111
 HD0681  PID         -  HD0681
 HD0681  STATE/COUNTY-  MO/GREENE
 HD0681  USGS QUAD   -  BASSVILLE (1970)
 HD0681
 HD0681                         *CURRENT SURVEY CONTROL
 HD0681  ___________________________________________________________________
 HD0681* NAD 83(1986)-  37 15 10.     (N)    093 09 48.     (W)     SCALED    
 HD0681* NAVD 88     -       433.026  (meters)    1420.69   (feet)  ADJUSTED  
 HD0681  ___________________________________________________________________
 HD0681  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HD0681  DYNAMIC HT  -         432.682 (meters)    1419.56  (feet)  COMP
 HD0681  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 HD0681
 HD0681  VERT ORDER  -  SECOND    CLASS 0
 HD0681
 HD0681.The horizontal coordinates were scaled from a topographic map and have
 HD0681.an estimated accuracy of +/- 6 seconds.
 HD0681
 HD0681.The orthometric height was determined by differential leveling
 HD0681.and adjusted by the National Geodetic Survey in June 1991..
 HD0681
 HD0681.The geoid height was determined by GEOID03.
 HD0681
 HD0681.The dynamic height is computed by dividing the NAVD 88
 HD0681.geopotential number by the normal gravity value computed on the
 HD0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0681.degrees latitude (g = 980.6199 gals.).
 HD0681
 HD0681.The modeled gravity was interpolated from observed gravity values.
 HD0681
 HD0681;                    North         East    Units  Estimated Accuracy
 HD0681;SPC MO C     -   157,710.      441,160.      MT  (+/- 180 meters Scaled)
 HD0681
 HD0681                          SUPERSEDED SURVEY CONTROL
 HD0681
 HD0681  NGVD 29 (??/??/92)  432.894  (m)         1420.25   (f) ADJ UNCH    2 0
 HD0681
 HD0681.Superseded values are not recommended for survey control.
 HD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0681.See file dsdata.txt to determine how the superseded data were derived.
 HD0681
 HD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB855229(NAD 83)
 HD0681_MARKER: DB = BENCH MARK DISK
 HD0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0681_STAMPING: M 111 1935
 HD0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0681+STABILITY: SURFACE MOTION
 HD0681
 HD0681  HISTORY     - Date     Condition        Report By
 HD0681  HISTORY     - 1935     MONUMENTED       CGS
 HD0681  HISTORY     - 1961     MARK NOT FOUND   USGS
 HD0681
 HD0681                          STATION DESCRIPTION
 HD0681
 HD0681'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HD0681'2.7 MI W FROM STRAFFORD.
 HD0681'2.7 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0681'THE STATION AT STRAFFORD, GREENE COUNTY, 40 FEET WEST OF A ROAD
 HD0681'CROSSING, 60 FEET SOUTH OF U.S. HIGHWAY 66, AND 40 FEET NORTH
 HD0681'OF THE TRACK.  A STANDARD DISK, STAMPED M 111 1935 AND SET IN
 HD0681'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0438 ***********************************************************************
 HD0438  DESIGNATION -  M 112
 HD0438  PID         -  HD0438
 HD0438  STATE/COUNTY-  MO/LACLEDE
 HD0438  USGS QUAD   -  LEBANON (1978)
 HD0438
 HD0438                         *CURRENT SURVEY CONTROL
 HD0438  ___________________________________________________________________
 HD0438* NAD 83(1986)-  37 40 03.     (N)    092 40 49.     (W)     SCALED    
 HD0438* NAVD 88     -       377.536  (meters)    1238.63   (feet)  ADJUSTED  
 HD0438  ___________________________________________________________________
 HD0438  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 HD0438  DYNAMIC HT  -         377.245 (meters)    1237.68  (feet)  COMP
 HD0438  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 HD0438
 HD0438  VERT ORDER  -  SECOND    CLASS 0
 HD0438
 HD0438.The horizontal coordinates were scaled from a topographic map and have
 HD0438.an estimated accuracy of +/- 6 seconds.
 HD0438
 HD0438.The orthometric height was determined by differential leveling
 HD0438.and adjusted by the National Geodetic Survey in June 1991..
 HD0438
 HD0438.The geoid height was determined by GEOID03.
 HD0438
 HD0438.The dynamic height is computed by dividing the NAVD 88
 HD0438.geopotential number by the normal gravity value computed on the
 HD0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0438.degrees latitude (g = 980.6199 gals.).
 HD0438
 HD0438.The modeled gravity was interpolated from observed gravity values.
 HD0438
 HD0438;                    North         East    Units  Estimated Accuracy
 HD0438;SPC MO C     -   203,550.      484,100.      MT  (+/- 180 meters Scaled)
 HD0438
 HD0438                          SUPERSEDED SURVEY CONTROL
 HD0438
 HD0438  NGVD 29 (??/??/92)  377.423  (m)         1238.26   (f) ADJ UNCH    2 0
 HD0438
 HD0438.Superseded values are not recommended for survey control.
 HD0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0438.See file dsdata.txt to determine how the superseded data were derived.
 HD0438
 HD0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB281689(NAD 83)
 HD0438_MARKER: DB = BENCH MARK DISK
 HD0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0438_STAMPING: M 112 1935
 HD0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0438+STABILITY: SURFACE MOTION
 HD0438
 HD0438  HISTORY     - Date     Condition        Report By
 HD0438  HISTORY     - 1935     MONUMENTED       CGS
 HD0438  HISTORY     - 1975     MARK NOT FOUND   USGS
 HD0438  HISTORY     - 1975     MARK NOT FOUND   USGS
 HD0438
 HD0438                          STATION DESCRIPTION
 HD0438
 HD0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0438'1.3 MI S FROM LEBANON.
 HD0438'1.3 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0438'THE COUNTY COURTHOUSE AT LEBANON, 35 FEET WEST OF THE CENTERLINE
 HD0438'OF THE MAIN TRACK, 40 FEET EAST OF THE CENTERLINE OF A ROAD,
 HD0438'AND 1 FOOT NORTH OF POLE 183.  A STANDARD DISK, STAMPED M 112
 HD0438'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HD0438
 HD0438                          STATION RECOVERY (1975)
 HD0438
 HD0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HD0438'MARK NOT FOUND.
 HD0438
 HD0438                          STATION RECOVERY (1975)
 HD0438
 HD0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HD0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0246 ***********************************************************************
 HD0246  DESIGNATION -  M 113
 HD0246  PID         -  HD0246
 HD0246  STATE/COUNTY-  MO/TEXAS
 HD0246  USGS QUAD   -  SUCCESS (1987)
 HD0246
 HD0246                         *CURRENT SURVEY CONTROL
 HD0246  ___________________________________________________________________
 HD0246* NAD 83(1986)-  37 27 01.     (N)    092 06 02.     (W)     SCALED    
 HD0246* NAVD 88     -       425.559  (meters)    1396.19   (feet)  ADJUSTED  
 HD0246  ___________________________________________________________________
 HD0246  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HD0246  DYNAMIC HT  -         425.214 (meters)    1395.06  (feet)  COMP
 HD0246  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HD0246
 HD0246  VERT ORDER  -  SECOND    CLASS 0
 HD0246
 HD0246.The horizontal coordinates were scaled from a topographic map and have
 HD0246.an estimated accuracy of +/- 6 seconds.
 HD0246
 HD0246.The orthometric height was determined by differential leveling
 HD0246.and adjusted by the National Geodetic Survey in June 1991..
 HD0246
 HD0246.The geoid height was determined by GEOID03.
 HD0246
 HD0246.The dynamic height is computed by dividing the NAVD 88
 HD0246.geopotential number by the normal gravity value computed on the
 HD0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0246.degrees latitude (g = 980.6199 gals.).
 HD0246
 HD0246.The modeled gravity was interpolated from observed gravity values.
 HD0246
 HD0246;                    North         East    Units  Estimated Accuracy
 HD0246;SPC MO C     -   179,500.      535,340.      MT  (+/- 180 meters Scaled)
 HD0246
 HD0246                          SUPERSEDED SURVEY CONTROL
 HD0246
 HD0246  NGVD 29 (??/??/92)  425.438  (m)         1395.79   (f) ADJ UNCH    2 0
 HD0246
 HD0246.Superseded values are not recommended for survey control.
 HD0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0246.See file dsdata.txt to determine how the superseded data were derived.
 HD0246
 HD0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB795452(NAD 83)
 HD0246_MARKER: DB = BENCH MARK DISK
 HD0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0246_STAMPING: M 11 1935
 HD0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0246+STABILITY: SURFACE MOTION
 HD0246
 HD0246  HISTORY     - Date     Condition        Report By
 HD0246  HISTORY     - 1935     MONUMENTED       CGS
 HD0246  HISTORY     - 1977     GOOD             NGS
 HD0246  HISTORY     - 1977     GOOD             NGS
 HD0246  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 HD0246
 HD0246                          STATION DESCRIPTION
 HD0246
 HD0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0246'0.8 MI NW FROM SUCCESS.
 HD0246'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 32 FROM THE JUNCTION
 HD0246'OF STATE HIGHWAY 17 AT SUCCESS, TEXAS COUNTY, 80 YARDS NORTH
 HD0246'OF A T-ROAD LEADING WEST INTO A FOREST,  51 YARDS NORTH OF A
 HD0246'RIGHT-OF-WAY POST, 10 YARDS SOUTHWEST OF THE CENTERLINE OF THE
 HD0246'HIGHWAY, AND 6 YARDS NORTH OF A POLE.  A STANDARD DISK,
 HD0246'STAMPED M 11 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HD0246
 HD0246                          STATION RECOVERY (1977)
 HD0246
 HD0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0246'RECOVERED IN GOOD CONDITION.
 HD0246
 HD0246                          STATION RECOVERY (1977)
 HD0246
 HD0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0246'RECOVERED IN GOOD CONDITION.
 HD0246
 HD0246                          STATION RECOVERY (1984)
 HD0246
 HD0246'RECOVERY NOTE BY US POWER SQUADRON 1984 (DEM)
 HD0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0163 ***********************************************************************
 HC0163  DESIGNATION -  M 114
 HC0163  PID         -  HC0163
 HC0163  STATE/COUNTY-  MO/REYNOLDS
 HC0163  USGS QUAD   -  ELLINGTON (1985)
 HC0163
 HC0163                         *CURRENT SURVEY CONTROL
 HC0163  ___________________________________________________________________
 HC0163* NAD 83(1986)-  37 08 53.     (N)    090 57 33.     (W)     SCALED    
 HC0163* NAVD 88     -       227.946  (meters)     747.85   (feet)  POSTED    
 HC0163  ___________________________________________________________________
 HC0163  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HC0163  DYNAMIC HT  -         227.760 (meters)     747.24  (feet)  COMP
 HC0163  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 HC0163
 HC0163  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0163
 HC0163.The horizontal coordinates were scaled from a topographic map and have
 HC0163.an estimated accuracy of +/- 6 seconds.
 HC0163
 HC0163.The orthometric height was determined by differential leveling
 HC0163.and adjusted by the National Geodetic Survey in 1992..
 HC0163.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0163.rate of 0.0 thru 1.0 mm/km.
 HC0163
 HC0163.The geoid height was determined by GEOID03.
 HC0163
 HC0163.The dynamic height is computed by dividing the NAVD 88
 HC0163.geopotential number by the normal gravity value computed on the
 HC0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0163.degrees latitude (g = 980.6199 gals.).
 HC0163
 HC0163.The modeled gravity was interpolated from observed gravity values.
 HC0163
 HC0163;                    North         East    Units  Estimated Accuracy
 HC0163;SPC MO E     -   145,980.      209,210.      MT  (+/- 180 meters Scaled)
 HC0163
 HC0163                          SUPERSEDED SURVEY CONTROL
 HC0163
 HC0163  NGVD 29 (??/??/92)  227.908  (m)          747.73   (f) ADJ UNCH    2 0
 HC0163
 HC0163.Superseded values are not recommended for survey control.
 HC0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0163.See file dsdata.txt to determine how the superseded data were derived.
 HC0163
 HC0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB812132(NAD 83)
 HC0163_MARKER: DB = BENCH MARK DISK
 HC0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0163_STAMPING: M 114 1935
 HC0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0163+STABILITY: SURFACE MOTION
 HC0163
 HC0163  HISTORY     - Date     Condition        Report By
 HC0163  HISTORY     - 1935     MONUMENTED       CGS
 HC0163
 HC0163                          STATION DESCRIPTION
 HC0163
 HC0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0163'7.2 MI S FROM ELLINGTON.
 HC0163'7.2 MILES SOUTH ALONG THE MISSOURI SOUTHERN RAILROAD FROM THE
 HC0163'STATION AT ELLINGTON, ABOUT 10 RAILS NORTH OF MILEPOST 22, ABOUT
 HC0163'0.2 MILE SOUTH OF THE BOWERS SWITCH, ABOUT 5 RAILS SOUTH OF A
 HC0163'ROAD CROSSING, AND 40 FEET WEST OF BRIDGE 22.  A STANDARD DISK,
 HC0163'STAMPED M 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0491 ***********************************************************************
 HC0491  DESIGNATION -  M 115
 HC0491  PID         -  HC0491
 HC0491  STATE/COUNTY-  MO/DENT
 HC0491  USGS QUAD   -  STONE HILL (1981)
 HC0491
 HC0491                         *CURRENT SURVEY CONTROL
 HC0491  ___________________________________________________________________
 HC0491* NAD 83(1986)-  37 31 28.     (N)    091 18 33.     (W)     SCALED    
 HC0491* NAVD 88     -       434.231  (meters)    1424.64   (feet)  ADJUSTED  
 HC0491  ___________________________________________________________________
 HC0491  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HC0491  DYNAMIC HT  -         433.882 (meters)    1423.49  (feet)  COMP
 HC0491  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 HC0491
 HC0491  VERT ORDER  -  SECOND    CLASS 0
 HC0491
 HC0491.The horizontal coordinates were scaled from a topographic map and have
 HC0491.an estimated accuracy of +/- 6 seconds.
 HC0491
 HC0491.The orthometric height was determined by differential leveling
 HC0491.and adjusted by the National Geodetic Survey in June 1991..
 HC0491
 HC0491.The geoid height was determined by GEOID03.
 HC0491
 HC0491.The dynamic height is computed by dividing the NAVD 88
 HC0491.geopotential number by the normal gravity value computed on the
 HC0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0491.degrees latitude (g = 980.6199 gals.).
 HC0491
 HC0491.The modeled gravity was interpolated from observed gravity values.
 HC0491
 HC0491;                    North         East    Units  Estimated Accuracy
 HC0491;SPC MO E     -   187,960.      178,480.      MT  (+/- 180 meters Scaled)
 HC0491
 HC0491                          SUPERSEDED SURVEY CONTROL
 HC0491
 HC0491  NGVD 29 (??/??/92)  434.171  (m)         1424.44   (f) ADJ UNCH    2 0
 HC0491
 HC0491.Superseded values are not recommended for survey control.
 HC0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0491.See file dsdata.txt to determine how the superseded data were derived.
 HC0491
 HC0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB494543(NAD 83)
 HC0491_MARKER: DB = BENCH MARK DISK
 HC0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0491_STAMPING: M 115 1935
 HC0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0491+STABILITY: SURFACE MOTION
 HC0491
 HC0491  HISTORY     - Date     Condition        Report By
 HC0491  HISTORY     - 1935     MONUMENTED       CGS
 HC0491
 HC0491                          STATION DESCRIPTION
 HC0491
 HC0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0491'8 MI NW FROM BUNKER.
 HC0491'IN DENT COUNTY, 8.0 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM
 HC0491'THE MISSOURI SOUTHERN RAILROAD STATION AT BUNKER, REYNOLDS COUNTY,
 HC0491'100 YARDS NORTH OF THE JUNCTION OF A ROAD, 30 FEET EAST OF THE
 HC0491'CENTERLINE OF THE HIGHWAY, AND 10 FEET NORTH OF A 10-INCH PINE
 HC0491'TREE.  A STANDARD DISK, STAMPED M 115 1935 AND SET IN THE TOP OF
 HC0491'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0295 ***********************************************************************
 HC0295  DESIGNATION -  M 116
 HC0295  PID         -  HC0295
 HC0295  STATE/COUNTY-  MO/IRON
 HC0295  USGS QUAD   -  GLOVER (1968)
 HC0295
 HC0295                         *CURRENT SURVEY CONTROL
 HC0295  ___________________________________________________________________
 HC0295* NAD 83(1986)-  37 29 21.     (N)    090 42 49.     (W)     SCALED    
 HC0295* NAVD 88     -       353.588  (meters)    1160.06   (feet)  ADJUSTED  
 HC0295  ___________________________________________________________________
 HC0295  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 HC0295  DYNAMIC HT  -         353.317 (meters)    1159.17  (feet)  COMP
 HC0295  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 HC0295
 HC0295  VERT ORDER  -  SECOND    CLASS 0
 HC0295
 HC0295.The horizontal coordinates were scaled from a topographic map and have
 HC0295.an estimated accuracy of +/- 6 seconds.
 HC0295
 HC0295.The orthometric height was determined by differential leveling
 HC0295.and adjusted by the National Geodetic Survey in June 1991..
 HC0295
 HC0295.The geoid height was determined by GEOID03.
 HC0295
 HC0295.The dynamic height is computed by dividing the NAVD 88
 HC0295.geopotential number by the normal gravity value computed on the
 HC0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0295.degrees latitude (g = 980.6199 gals.).
 HC0295
 HC0295.The modeled gravity was interpolated from observed gravity values.
 HC0295
 HC0295;                    North         East    Units  Estimated Accuracy
 HC0295;SPC MO E     -   183,760.      231,110.      MT  (+/- 180 meters Scaled)
 HC0295
 HC0295                          SUPERSEDED SURVEY CONTROL
 HC0295
 HC0295  NGVD 29 (??/??/92)  353.577  (m)         1160.03   (f) ADJ UNCH    2 0
 HC0295
 HC0295.Superseded values are not recommended for survey control.
 HC0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0295.See file dsdata.txt to determine how the superseded data were derived.
 HC0295
 HC0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB021515(NAD 83)
 HC0295_MARKER: DB = BENCH MARK DISK
 HC0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0295_STAMPING: M 116 1935
 HC0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0295+STABILITY: SURFACE MOTION
 HC0295
 HC0295  HISTORY     - Date     Condition        Report By
 HC0295  HISTORY     - 1935     MONUMENTED       CGS
 HC0295
 HC0295                          STATION DESCRIPTION
 HC0295
 HC0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0295'3.1 MI SW FROM GLOVER.
 HC0295'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM GLOVER, ABOUT 1.5
 HC0295'MILES WEST OF THE JUNCTION OF STATE HIGHWAY 49, 100 YARDS WEST OF
 HC0295'THE TOP OF A HILL, AT THE JUNCTION OF A ROAD LEADING SOUTHWEST,
 HC0295'30 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 30 FEET SOUTH
 HC0295'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M
 HC0295'116 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1433 ***********************************************************************
 JD1433  DESIGNATION -  M 119
 JD1433  PID         -  JD1433
 JD1433  STATE/COUNTY-  MO/HENRY
 JD1433  USGS QUAD   -  MONTROSE (1981)
 JD1433
 JD1433                         *CURRENT SURVEY CONTROL
 JD1433  ___________________________________________________________________
 JD1433* NAD 83(1986)-  38 18 41.     (N)    093 52 35.     (W)     SCALED    
 JD1433* NAVD 88     -       227.730  (meters)     747.14   (feet)  POSTED    
 JD1433  ___________________________________________________________________
 JD1433  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JD1433  DYNAMIC HT  -         227.570 (meters)     746.62  (feet)  COMP
 JD1433  MODELED GRAV-     979,922.9   (mgal)                       NAVD 88
 JD1433
 JD1433  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JD1433
 JD1433.The horizontal coordinates were scaled from a topographic map and have
 JD1433.an estimated accuracy of +/- 6 seconds.
 JD1433
 JD1433.The orthometric height was determined by differential leveling
 JD1433.and adjusted by the National Geodetic Survey in 1992..
 JD1433.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JD1433.rate of 2.1 thru 3.0 mm/km.
 JD1433
 JD1433.The geoid height was determined by GEOID03.
 JD1433
 JD1433.The dynamic height is computed by dividing the NAVD 88
 JD1433.geopotential number by the normal gravity value computed on the
 JD1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1433.degrees latitude (g = 980.6199 gals.).
 JD1433
 JD1433.The modeled gravity was interpolated from observed gravity values.
 JD1433
 JD1433;                    North         East    Units  Estimated Accuracy
 JD1433;SPC MO W     -   238,200.      904,540.      MT  (+/- 180 meters Scaled)
 JD1433
 JD1433                          SUPERSEDED SURVEY CONTROL
 JD1433
 JD1433  NGVD 29 (??/??/92)  227.61   (m)          746.8    (f) COMPUTED    2 0
 JD1433
 JD1433.Superseded values are not recommended for survey control.
 JD1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1433.See file dsdata.txt to determine how the superseded data were derived.
 JD1433
 JD1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC233407(NAD 83)
 JD1433_MARKER: DB = BENCH MARK DISK
 JD1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1433+STABILITY: SURFACE MOTION
 JD1433
 JD1433  HISTORY     - Date     Condition        Report By
 JD1433  HISTORY     - UNK      MONUMENTED       CGS
 JD1433  HISTORY     - 1935     GOOD             NGS
 JD1433  HISTORY     - 1962     MARK NOT FOUND   NGS
 JD1433
 JD1433                          STATION DESCRIPTION
 JD1433
 JD1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JD1433'AT LADUE.
 JD1433'7 RAILS NORTH OF STATION.  4 FT. SOUTH OF WALK.  54 FT. WEST OF
 JD1433'MAIN TRACK.  35 FT. EAST OF CENTER LINE OF STREET TO WEST.  35
 JD1433'FT. SOUTH OF STREET TO NORTH.
 JD1433
 JD1433                          STATION RECOVERY (1962)
 JD1433
 JD1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD1433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1434 ***********************************************************************
 JD1434  DESIGNATION -  M 119 RESET
 JD1434  PID         -  JD1434
 JD1434  STATE/COUNTY-  MO/HENRY
 JD1434  USGS QUAD   -  MONTROSE (1981)
 JD1434
 JD1434                         *CURRENT SURVEY CONTROL
 JD1434  ___________________________________________________________________
 JD1434* NAD 83(1986)-  38 18 41.     (N)    093 52 35.     (W)     SCALED    
 JD1434* NAVD 88     -       228.12   (meters)     748.4    (feet)  RESET     
 JD1434  ___________________________________________________________________
 JD1434  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JD1434
 JD1434  VERT ORDER  -  THIRD
 JD1434
 JD1434.The horizontal coordinates were scaled from a topographic map and have
 JD1434.an estimated accuracy of +/- 6 seconds.
 JD1434
 JD1434.The orthometric height was computed from unverified reset data.
 JD1434
 JD1434.The geoid height was determined by GEOID03.
 JD1434
 JD1434;                    North         East    Units  Estimated Accuracy
 JD1434;SPC MO W     -   238,200.      904,540.      MT  (+/- 180 meters Scaled)
 JD1434
 JD1434                          SUPERSEDED SURVEY CONTROL
 JD1434
 JD1434.No superseded survey control is available for this station.
 JD1434
 JD1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC233407(NAD 83)
 JD1434_MARKER: DB = BENCH MARK DISK
 JD1434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1434_SP_SET: CONCRETE BASE
 JD1434_STAMPING: M 119 RESET 1952
 JD1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1434
 JD1434  HISTORY     - Date     Condition        Report By
 JD1434  HISTORY     - 1952     MONUMENTED       MKTRR
 JD1434  HISTORY     - 1954     GOOD             NGS
 JD1434
 JD1434                          STATION DESCRIPTION
 JD1434
 JD1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JD1434'AT LADUE.
 JD1434'AT LADUE, HENRY COUNTY, AT THE MISSOURI-KANSAS-TEXAS RAILROAD
 JD1434'STATION, 15 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 5
 JD1434'FEET NORTH OF THE SOUTH LINE OF THE STATION, 1 FOOT WEST OF THE
 JD1434'WEST LINE, AND IN THE SOUTHEAST CORNER OF THE CONCRETE BASE OF
 JD1434'THE TRAIN-ORDER SIGNAL.  STANDARD DISK, STAMPED M 119 RESET 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0981 ***********************************************************************
 HB0981  DESIGNATION -  M 12
 HB0981  PID         -  HB0981
 HB0981  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB0981  USGS QUAD   -  CAPE GIRARDEAU (1993)
 HB0981
 HB0981                         *CURRENT SURVEY CONTROL
 HB0981  ___________________________________________________________________
 HB0981* NAD 83(1986)-  37 17 50.     (N)    089 31 08.     (W)     SCALED    
 HB0981* NAVD 88     -       106.649  (meters)     349.90   (feet)  ADJUSTED  
 HB0981  ___________________________________________________________________
 HB0981  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB0981  DYNAMIC HT  -         106.573 (meters)     349.65  (feet)  COMP
 HB0981  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 HB0981
 HB0981  VERT ORDER  -  FIRST     CLASS II
 HB0981
 HB0981.The horizontal coordinates were scaled from a topographic map and have
 HB0981.an estimated accuracy of +/- 6 seconds.
 HB0981
 HB0981.The orthometric height was determined by differential leveling
 HB0981.and adjusted by the National Geodetic Survey in June 1991..
 HB0981
 HB0981.The geoid height was determined by GEOID03.
 HB0981
 HB0981.The dynamic height is computed by dividing the NAVD 88
 HB0981.geopotential number by the normal gravity value computed on the
 HB0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0981.degrees latitude (g = 980.6199 gals.).
 HB0981
 HB0981.The modeled gravity was interpolated from observed gravity values.
 HB0981
 HB0981;                    North         East    Units  Estimated Accuracy
 HB0981;SPC MO E     -   162,890.      336,990.      MT  (+/- 180 meters Scaled)
 HB0981
 HB0981                          SUPERSEDED SURVEY CONTROL
 HB0981
 HB0981  NGVD 29 (??/??/??)  106.545  (m)          349.56   (f) ADJUSTED    1 2
 HB0981
 HB0981.Superseded values are not recommended for survey control.
 HB0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0981.See file dsdata.txt to determine how the superseded data were derived.
 HB0981
 HB0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG767308(NAD 83)
 HB0981_MARKER: DB = BENCH MARK DISK
 HB0981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0981_SP_SET: PIER
 HB0981_STAMPING: 350.232 M 12 1932
 HB0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0981+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 HB0981
 HB0981  HISTORY     - Date     Condition        Report By
 HB0981  HISTORY     - 1932     MONUMENTED       CGS
 HB0981  HISTORY     - 1934     GOOD             CGS
 HB0981  HISTORY     - 1981     GOOD             NGS
 HB0981  HISTORY     - 20020815 GOOD             USACE
 HB0981
 HB0981                          STATION DESCRIPTION
 HB0981
 HB0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HB0981'0.4 MI S FROM CAPE GIRARDEAU.
 HB0981'0.4 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 HB0981'STATION AT CAPE GIRARDEAU, CAPE GIRARDEAU COUNTY, EAST OF THE
 HB0981'TRACK, AT THE WEST END OF THE CAPE GIRARDEAU HIGHWAY TOLL-BRIDGE
 HB0981'OVER MISSISSIPPI RIVER, IN THE WEST SIDE OF THE NORTH CIRCULAR
 HB0981'CONCRETE POST OF THE FIRST PIER, 2-1/2 FEET ABOVE GROUND, AND
 HB0981'NEAR THE PAINTED LETTERS USBM.  A STANDARD DISK, STAMPED 350.232
 HB0981'M 12 1932 AND SET VERTICALLY.
 HB0981
 HB0981                          STATION RECOVERY (1981)
 HB0981
 HB0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0981'IN CAPE GIRARDEAU, AT THE STATE HIGHWAY 146 BRIDGE OVER THE ST. LOUIS
 HB0981'SAN FRANCISCO RAILROAD AND THE MISSISSIPPI RIVER, SET VERTICALLY IN
 HB0981'THE WEST FACE OF THE NORTH CONCRETE CIRCULAR PIER OF THE FIRST PIER
 HB0981'STRUCTURE OF THE BRIDGE, 18.89 METERS (62.0 FEET) EAST OF THE EAST
 HB0981'RAIL OF THE TRACK, 16.45 METERS (54.0 FEET) EAST-SOUTHEAST OF BENCH
 HB0981'MARK RM 41 USE, 15.54 METERS (51.0 FEET) EAST-SOUTHEAST OF THE
 HB0981'SOUTHEAST CORNER OF THE SOUTH END OF A CONCRETE FLOOD WALL WITH A
 HB0981'METAL FLOOD GATE.
 HB0981'THE MARK IS 0.91 M ABOVE THE GROUND.
 HB0981
 HB0981                          STATION RECOVERY (2002)
 HB0981
 HB0981'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0269 ***********************************************************************
 KD0269  DESIGNATION -  M 120
 KD0269  PID         -  KD0269
 KD0269  STATE/COUNTY-  MO/MACON
 KD0269  USGS QUAD   -  NEW CAMBRIA WEST (1978)
 KD0269
 KD0269                         *CURRENT SURVEY CONTROL
 KD0269  ___________________________________________________________________
 KD0269* NAD 83(1986)-  39 46 03.     (N)    092 50 22.     (W)     SCALED    
 KD0269* NAVD 88     -       247.166  (meters)     810.91   (feet)  ADJUSTED  
 KD0269  ___________________________________________________________________
 KD0269  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KD0269  DYNAMIC HT  -         247.028 (meters)     810.46  (feet)  COMP
 KD0269  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 KD0269
 KD0269  VERT ORDER  -  SECOND    CLASS 0
 KD0269
 KD0269.The horizontal coordinates were scaled from a topographic map and have
 KD0269.an estimated accuracy of +/- 6 seconds.
 KD0269
 KD0269.The orthometric height was determined by differential leveling
 KD0269.and adjusted by the National Geodetic Survey in June 1991..
 KD0269
 KD0269.The geoid height was determined by GEOID03.
 KD0269
 KD0269.The dynamic height is computed by dividing the NAVD 88
 KD0269.geopotential number by the normal gravity value computed on the
 KD0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0269.degrees latitude (g = 980.6199 gals.).
 KD0269
 KD0269.The modeled gravity was interpolated from observed gravity values.
 KD0269
 KD0269;                    North         East    Units  Estimated Accuracy
 KD0269;SPC MO C     -   436,690.      470,920.      MT  (+/- 180 meters Scaled)
 KD0269
 KD0269                          SUPERSEDED SURVEY CONTROL
 KD0269
 KD0269  NGVD 29 (??/??/92)  247.144  (m)          810.84   (f) ADJ UNCH    2 0
 KD0269
 KD0269.Superseded values are not recommended for survey control.
 KD0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0269.See file dsdata.txt to determine how the superseded data were derived.
 KD0269
 KD0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE137019(NAD 83)
 KD0269_MARKER: DB = BENCH MARK DISK
 KD0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0269_STAMPING: M 120 1935
 KD0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0269+STABILITY: SURFACE MOTION
 KD0269
 KD0269  HISTORY     - Date     Condition        Report By
 KD0269  HISTORY     - 1935     MONUMENTED       CGS
 KD0269  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0269
 KD0269                          STATION DESCRIPTION
 KD0269
 KD0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0269'2.8 MI E FROM BUCKLIN.
 KD0269'2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KD0269'FROM THE STATION AT BUCKLIN, LINN COUNTY, NEAR THE LINGO SIGNBOARD,
 KD0269'5 RAILS WEST OF MILEPOST 91, 25 FEET WEST OF A PRIVATE-ROAD
 KD0269'CROSSING ABOUT 40 FEET NORTH OF THE TRACK, AND 1 FOOT SOUTH OF
 KD0269'A FENCE.  A STANDARD DISK, STAMPED M 120 1935 AND SET IN THE
 KD0269'TOP OF A CONCRETE POST.
 KD0269
 KD0269                          STATION RECOVERY (1967)
 KD0269
 KD0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0003 ***********************************************************************
 KD0003  DESIGNATION -  M 121
 KD0003  PID         -  KD0003
 KD0003  STATE/COUNTY-  MO/MACON
 KD0003  USGS QUAD   -  ATLANTA (1979)
 KD0003
 KD0003                         *CURRENT SURVEY CONTROL
 KD0003  ___________________________________________________________________
 KD0003* NAD 83(1986)-  39 56 30.     (N)    092 29 08.     (W)     SCALED    
 KD0003* NAVD 88     -       274.620  (meters)     900.98   (feet)  ADJUSTED  
 KD0003  ___________________________________________________________________
 KD0003  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KD0003  DYNAMIC HT  -         274.471 (meters)     900.49  (feet)  COMP
 KD0003  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 KD0003
 KD0003  VERT ORDER  -  SECOND    CLASS 0
 KD0003
 KD0003.The horizontal coordinates were scaled from a topographic map and have
 KD0003.an estimated accuracy of +/- 6 seconds.
 KD0003
 KD0003.The orthometric height was determined by differential leveling
 KD0003.and adjusted by the National Geodetic Survey in June 1991..
 KD0003
 KD0003.The geoid height was determined by GEOID03.
 KD0003
 KD0003.The dynamic height is computed by dividing the NAVD 88
 KD0003.geopotential number by the normal gravity value computed on the
 KD0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0003.degrees latitude (g = 980.6199 gals.).
 KD0003
 KD0003.The modeled gravity was interpolated from observed gravity values.
 KD0003
 KD0003;                    North         East    Units  Estimated Accuracy
 KD0003;SPC MO C     -   455,970.      501,230.      MT  (+/- 180 meters Scaled)
 KD0003
 KD0003                          SUPERSEDED SURVEY CONTROL
 KD0003
 KD0003  NGVD 29 (??/??/92)  274.624  (m)          901.00   (f) ADJ UNCH    2 0
 KD0003
 KD0003.Superseded values are not recommended for survey control.
 KD0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0003.See file dsdata.txt to determine how the superseded data were derived.
 KD0003
 KD0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE439214(NAD 83)
 KD0003_MARKER: DB = BENCH MARK DISK
 KD0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0003_STAMPING: M 121 1935
 KD0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0003+STABILITY: SURFACE MOTION
 KD0003
 KD0003  HISTORY     - Date     Condition        Report By
 KD0003  HISTORY     - 1935     MONUMENTED       CGS
 KD0003  HISTORY     - 1967     GOOD             NGS
 KD0003  HISTORY     - 1974     MARK NOT FOUND   USGS
 KD0003
 KD0003                          STATION DESCRIPTION
 KD0003
 KD0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0003'2.9 MI N FROM ATLANTA.
 KD0003'2.9 MILES NORTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 KD0003'ATLANTA, AT MILEAGE 154.6, ONE RAIL NORTH OF A ROAD CROSSING,
 KD0003'35 FEET WEST OF THE CENTERLINE OF THE TRACK, 6 FEET NORTH OF
 KD0003'A POWER-LINE POLE, AND 1 FOOT EAST OF THE FENCE.  A STANDARD
 KD0003'DISK, STAMPED M 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0003
 KD0003                          STATION RECOVERY (1967)
 KD0003
 KD0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0003'RECOVERED IN GOOD CONDITION.
 KD0003
 KD0003                          STATION RECOVERY (1974)
 KD0003
 KD0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KD0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0058 ***********************************************************************
 KD0058  DESIGNATION -  M 122
 KD0058  PID         -  KD0058
 KD0058  STATE/COUNTY-  MO/RANDOLPH
 KD0058  USGS QUAD   -  MOBERLY (1979)
 KD0058
 KD0058                         *CURRENT SURVEY CONTROL
 KD0058  ___________________________________________________________________
 KD0058* NAD 83(1986)-  39 23 14.     (N)    092 26 15.     (W)     SCALED    
 KD0058* NAVD 88     -       266.586  (meters)     874.62   (feet)  ADJUSTED  
 KD0058  ___________________________________________________________________
 KD0058  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KD0058  DYNAMIC HT  -         266.429 (meters)     874.11  (feet)  COMP
 KD0058  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 KD0058
 KD0058  VERT ORDER  -  SECOND    CLASS 0
 KD0058
 KD0058.The horizontal coordinates were scaled from a topographic map and have
 KD0058.an estimated accuracy of +/- 6 seconds.
 KD0058
 KD0058.The orthometric height was determined by differential leveling
 KD0058.and adjusted by the National Geodetic Survey in June 1991..
 KD0058
 KD0058.The geoid height was determined by GEOID03.
 KD0058
 KD0058.The dynamic height is computed by dividing the NAVD 88
 KD0058.geopotential number by the normal gravity value computed on the
 KD0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0058.degrees latitude (g = 980.6199 gals.).
 KD0058
 KD0058.The modeled gravity was interpolated from observed gravity values.
 KD0058
 KD0058;                    North         East    Units  Estimated Accuracy
 KD0058;SPC MO C     -   394,420.      505,380.      MT  (+/- 180 meters Scaled)
 KD0058
 KD0058                          SUPERSEDED SURVEY CONTROL
 KD0058
 KD0058  NGVD 29 (??/??/92)  266.571  (m)          874.58   (f) ADJ UNCH    2 0
 KD0058
 KD0058.Superseded values are not recommended for survey control.
 KD0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0058.See file dsdata.txt to determine how the superseded data were derived.
 KD0058
 KD0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD484598(NAD 83)
 KD0058_MARKER: DB = BENCH MARK DISK
 KD0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0058_STAMPING: M 122 1935
 KD0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0058+STABILITY: SURFACE MOTION
 KD0058
 KD0058  HISTORY     - Date     Condition        Report By
 KD0058  HISTORY     - 1935     MONUMENTED       CGS
 KD0058  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0058  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0058  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0058
 KD0058                          STATION DESCRIPTION
 KD0058
 KD0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0058'2.3 MI SE FROM MOBERLY.
 KD0058'2.3 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM MOBERLY,
 KD0058'350 FEET SOUTHEAST OF MILEPOST 131, ONE RAIL SOUTH OF A ROAD
 KD0058'CROSSING, 55 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 63, 32
 KD0058'FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 12 FEET
 KD0058'NORTHEAST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED M 122
 KD0058'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0058
 KD0058                          STATION RECOVERY (1967)
 KD0058
 KD0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0058'MARK NOT FOUND.
 KD0058
 KD0058                          STATION RECOVERY (1990)
 KD0058
 KD0058'RECOVERY NOTE BY US POWER SQUADRON 1990 (PMD)
 KD0058'MARK NOT FOUND.
 KD0058
 KD0058                          STATION RECOVERY (1990)
 KD0058
 KD0058'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0084 ***********************************************************************
 KD0084  DESIGNATION -  M 124
 KD0084  PID         -  KD0084
 KD0084  STATE/COUNTY-  MO/BOONE
 KD0084  USGS QUAD   -  BROWNS (1981)
 KD0084
 KD0084                         *CURRENT SURVEY CONTROL
 KD0084  ___________________________________________________________________
 KD0084* NAD 83(1986)-  39 01 25.     (N)    092 16 03.     (W)     SCALED    
 KD0084* NAVD 88     -       262.417  (meters)     860.95   (feet)  ADJUSTED  
 KD0084  ___________________________________________________________________
 KD0084  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD0084  DYNAMIC HT  -         262.246 (meters)     860.39  (feet)  COMP
 KD0084  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 KD0084
 KD0084  VERT ORDER  -  SECOND    CLASS 0
 KD0084
 KD0084.The horizontal coordinates were scaled from a topographic map and have
 KD0084.an estimated accuracy of +/- 6 seconds.
 KD0084
 KD0084.The orthometric height was determined by differential leveling
 KD0084.and adjusted by the National Geodetic Survey in June 1991..
 KD0084
 KD0084.The geoid height was determined by GEOID03.
 KD0084
 KD0084.The dynamic height is computed by dividing the NAVD 88
 KD0084.geopotential number by the normal gravity value computed on the
 KD0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0084.degrees latitude (g = 980.6199 gals.).
 KD0084
 KD0084.The modeled gravity was interpolated from observed gravity values.
 KD0084
 KD0084;                    North         East    Units  Estimated Accuracy
 KD0084;SPC MO C     -   354,080.      520,130.      MT  (+/- 180 meters Scaled)
 KD0084
 KD0084                          SUPERSEDED SURVEY CONTROL
 KD0084
 KD0084  NGVD 29 (??/??/92)  262.396  (m)          860.88   (f) ADJ UNCH    2 0
 KD0084
 KD0084.Superseded values are not recommended for survey control.
 KD0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0084.See file dsdata.txt to determine how the superseded data were derived.
 KD0084
 KD0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD634196(NAD 83)
 KD0084_MARKER: DB = BENCH MARK DISK
 KD0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0084_STAMPING: M 124 1935
 KD0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0084+STABILITY: SURFACE MOTION
 KD0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0084+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 KD0084
 KD0084  HISTORY     - Date     Condition        Report By
 KD0084  HISTORY     - 1935     MONUMENTED       CGS
 KD0084  HISTORY     - 1969     MARK NOT FOUND   NGS
 KD0084  HISTORY     - 20060905 GOOD             INDIV
 KD0084
 KD0084                          STATION DESCRIPTION
 KD0084
 KD0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0084'1.8 MI SW FROM BROWNS STATION.
 KD0084'1.8 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE WABASH RAILWAY
 KD0084'STATION AT BROWNS STATION, AT MILEPOST 6, 40 FEET EAST OF
 KD0084'THE CENTERLINE OF THE ROAD, AND 30 FEET WEST OF THE CENTERLINE
 KD0084'OF THE TRACK.  A STANDARD DISK, STAMPED M 124 1935 AND SET
 KD0084'IN THE TOP OF A CONCRETE POST.
 KD0084
 KD0084                          STATION RECOVERY (1969)
 KD0084
 KD0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KD0084'MARK NOT FOUND.
 KD0084
 KD0084                          STATION RECOVERY (2006)
 KD0084
 KD0084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (GWE)
 KD0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0082 ***********************************************************************
 KD0082  DESIGNATION -  M 125
 KD0082  PID         -  KD0082
 KD0082  STATE/COUNTY-  MO/AUDRAIN
 KD0082  USGS QUAD   -  CENTRALIA NE (1969)
 KD0082
 KD0082                         *CURRENT SURVEY CONTROL
 KD0082  ___________________________________________________________________
 KD0082* NAD 83(1986)-  39 11 27.     (N)    092 00 39.     (W)     SCALED    
 KD0082* NAVD 88     -       259.252  (meters)     850.56   (feet)  ADJUSTED  
 KD0082  ___________________________________________________________________
 KD0082  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KD0082  DYNAMIC HT  -         259.090 (meters)     850.03  (feet)  COMP
 KD0082  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 KD0082
 KD0082  VERT ORDER  -  SECOND    CLASS 0
 KD0082
 KD0082.The horizontal coordinates were scaled from a topographic map and have
 KD0082.an estimated accuracy of +/- 6 seconds.
 KD0082
 KD0082.The orthometric height was determined by differential leveling
 KD0082.and adjusted by the National Geodetic Survey in June 1991..
 KD0082.WARNING-Repeat measurements at this control monument indicate possible
 KD0082.vertical movement.
 KD0082
 KD0082.The geoid height was determined by GEOID03.
 KD0082
 KD0082.The dynamic height is computed by dividing the NAVD 88
 KD0082.geopotential number by the normal gravity value computed on the
 KD0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0082.degrees latitude (g = 980.6199 gals.).
 KD0082
 KD0082.The modeled gravity was interpolated from observed gravity values.
 KD0082
 KD0082;                    North         East    Units  Estimated Accuracy
 KD0082;SPC MO C     -   372,730.      542,260.      MT  (+/- 180 meters Scaled)
 KD0082
 KD0082                          SUPERSEDED SURVEY CONTROL
 KD0082
 KD0082  NGVD 29 (??/??/92)  259.244  (m)          850.54   (f) ADJ UNCH    2 0
 KD0082
 KD0082.Superseded values are not recommended for survey control.
 KD0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0082.See file dsdata.txt to determine how the superseded data were derived.
 KD0082
 KD0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD854384(NAD 83)
 KD0082_MARKER: DB = BENCH MARK DISK
 KD0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0082_STAMPING: M 125 1935
 KD0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0082+STABILITY: SURFACE MOTION
 KD0082
 KD0082  HISTORY     - Date     Condition        Report By
 KD0082  HISTORY     - 1935     MONUMENTED       CGS
 KD0082  HISTORY     - 1938     GOOD             NGS
 KD0082  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0082
 KD0082                          STATION DESCRIPTION
 KD0082
 KD0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KD0082'1.5 MI W FROM THOMPSON.
 KD0082'1.5 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 KD0082'THOMPSON, 5 RAILS EAST OF CULVERT 328, 25 FEET WEST OF A ROAD
 KD0082'CROSSING, 40 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 KD0082'AT THE FENCE.  A STANDARD DISK, STAMPED M 125 1935 AND SET
 KD0082'IN THE TOP OF A CONCRETE POST.
 KD0082
 KD0082                          STATION RECOVERY (1967)
 KD0082
 KD0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0765 ***********************************************************************
 HD0765  DESIGNATION -  M 126
 HD0765  PID         -  HD0765
 HD0765  STATE/COUNTY-  MO/DADE
 HD0765  USGS QUAD   -  EVERTON (1975)
 HD0765
 HD0765                         *CURRENT SURVEY CONTROL
 HD0765  ___________________________________________________________________
 HD0765* NAD 83(1986)-  37 19 26.     (N)    093 38 52.     (W)     SCALED    
 HD0765* NAVD 88     -       340.131  (meters)    1115.91   (feet)  ADJUSTED  
 HD0765  ___________________________________________________________________
 HD0765  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HD0765  DYNAMIC HT  -         339.860 (meters)    1115.02  (feet)  COMP
 HD0765  MODELED GRAV-     979,825.3   (mgal)                       NAVD 88
 HD0765
 HD0765  VERT ORDER  -  SECOND    CLASS 0
 HD0765
 HD0765.The horizontal coordinates were scaled from a topographic map and have
 HD0765.an estimated accuracy of +/- 6 seconds.
 HD0765
 HD0765.The orthometric height was determined by differential leveling
 HD0765.and adjusted by the National Geodetic Survey in June 1991..
 HD0765
 HD0765.The geoid height was determined by GEOID03.
 HD0765
 HD0765.The dynamic height is computed by dividing the NAVD 88
 HD0765.geopotential number by the normal gravity value computed on the
 HD0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0765.degrees latitude (g = 980.6199 gals.).
 HD0765
 HD0765.The modeled gravity was interpolated from observed gravity values.
 HD0765
 HD0765;                    North         East    Units  Estimated Accuracy
 HD0765;SPC MO W     -   128,750.      925,530.      MT  (+/- 180 meters Scaled)
 HD0765
 HD0765                          SUPERSEDED SURVEY CONTROL
 HD0765
 HD0765  NGVD 29 (??/??/92)  339.998  (m)         1115.48   (f) ADJ UNCH    2 0
 HD0765
 HD0765.Superseded values are not recommended for survey control.
 HD0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0765.See file dsdata.txt to determine how the superseded data were derived.
 HD0765
 HD0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB426310(NAD 83)
 HD0765_MARKER: DB = BENCH MARK DISK
 HD0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0765_STAMPING: M 126 1935
 HD0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0765+STABILITY: SURFACE MOTION
 HD0765
 HD0765  HISTORY     - Date     Condition        Report By
 HD0765  HISTORY     - 1935     MONUMENTED       CGS
 HD0765  HISTORY     - 1951     MARK NOT FOUND   USGS
 HD0765
 HD0765                          STATION DESCRIPTION
 HD0765
 HD0765'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 HD0765'3.8 MI W FROM ASH GROVE.
 HD0765'IN DADE COUNTY, 3.8 MILES WEST ALONG THE ST. LOUIS-SAN
 HD0765'FRANCISCO RAILWAY FROM ASH GROVE, GREENE COUNTY, 2-1/2 POLES
 HD0765'EAST OF THE TWENTIETH POLE EAST OF MILEPOST 179, AT A ROAD
 HD0765'CROSSING, 15 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, 7 YARDS
 HD0765'WEST OF THE ROAD, AND IN A RIGHT-OF-WAY FENCE CORNER.  A STANDARD
 HD0765'DISK, STAMPED M 126 1935 AND SET IN THE TOP OF A CONCRETE
 HD0765'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0731 ***********************************************************************
 HD0731  DESIGNATION -  M 127
 HD0731  PID         -  HD0731
 HD0731  STATE/COUNTY-  MO/LAWRENCE
 HD0731  USGS QUAD   -  CHESAPEAKE (1969)
 HD0731
 HD0731                         *CURRENT SURVEY CONTROL
 HD0731  ___________________________________________________________________
 HD0731* NAD 83(1986)-  37 00 22.     (N)    093 43 57.     (W)     SCALED    
 HD0731* NAVD 88     -       394.698  (meters)    1294.94   (feet)  ADJUSTED  
 HD0731  ___________________________________________________________________
 HD0731  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HD0731  DYNAMIC HT  -         394.367 (meters)    1293.85  (feet)  COMP
 HD0731  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 HD0731
 HD0731  VERT ORDER  -  SECOND    CLASS 0
 HD0731
 HD0731.The horizontal coordinates were scaled from a topographic map and have
 HD0731.an estimated accuracy of +/- 6 seconds.
 HD0731
 HD0731.The orthometric height was determined by differential leveling
 HD0731.and adjusted by the National Geodetic Survey in June 1991..
 HD0731
 HD0731.The geoid height was determined by GEOID03.
 HD0731
 HD0731.The dynamic height is computed by dividing the NAVD 88
 HD0731.geopotential number by the normal gravity value computed on the
 HD0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0731.degrees latitude (g = 980.6199 gals.).
 HD0731
 HD0731.The modeled gravity was interpolated from observed gravity values.
 HD0731
 HD0731;                    North         East    Units  Estimated Accuracy
 HD0731;SPC MO W     -    93,420.      918,310.      MT  (+/- 180 meters Scaled)
 HD0731
 HD0731                          SUPERSEDED SURVEY CONTROL
 HD0731
 HD0731  NGVD 29 (??/??/92)  394.534  (m)         1294.40   (f) ADJ UNCH    2 0
 HD0731
 HD0731.Superseded values are not recommended for survey control.
 HD0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0731.See file dsdata.txt to determine how the superseded data were derived.
 HD0731
 HD0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA348958(NAD 83)
 HD0731_MARKER: DB = BENCH MARK DISK
 HD0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0731_STAMPING: M 127 1935
 HD0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0731+STABILITY: SURFACE MOTION
 HD0731
 HD0731  HISTORY     - Date     Condition        Report By
 HD0731  HISTORY     - 1935     MONUMENTED       CGS
 HD0731
 HD0731                          STATION DESCRIPTION
 HD0731
 HD0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HD0731'2.5 MI N FROM AURORA.
 HD0731'2.5 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0731'AURORA, LAWRENCE COUNTY, 19 POLES SOUTH OF MILEPOST 195, AT A ROAD
 HD0731'CROSSING, 25 YARDS NORTH OF THE CENTERLINE OF THE ROAD, 4 YARDS
 HD0731'EAST OF THE CENTERLINE OF THE TRACK, AND 7 YARDS WEST OF A FENCE.
 HD0731'A STANDARD DISK, STAMPED M 127 1935 AND SET IN THE TOP OF A CONCRETE
 HD0731'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0443 ***********************************************************************
 HC0443  DESIGNATION -  M 128
 HC0443  PID         -  HC0443
 HC0443  STATE/COUNTY-  MO/WASHINGTON
 HC0443  USGS QUAD   -  BERRYMAN (1982)
 HC0443
 HC0443                         *CURRENT SURVEY CONTROL
 HC0443  ___________________________________________________________________
 HC0443* NAD 83(1986)-  37 55 00.     (N)    091 05 18.     (W)     SCALED    
 HC0443* NAVD 88     -       232.188  (meters)     761.77   (feet)  ADJUSTED  
 HC0443  ___________________________________________________________________
 HC0443  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HC0443  DYNAMIC HT  -         232.024 (meters)     761.23  (feet)  COMP
 HC0443  MODELED GRAV-     979,917.7   (mgal)                       NAVD 88
 HC0443
 HC0443  VERT ORDER  -  SECOND    CLASS 0
 HC0443
 HC0443.The horizontal coordinates were scaled from a topographic map and have
 HC0443.an estimated accuracy of +/- 6 seconds.
 HC0443
 HC0443.The orthometric height was determined by differential leveling
 HC0443.and adjusted by the National Geodetic Survey in June 1991..
 HC0443
 HC0443.The geoid height was determined by GEOID03.
 HC0443
 HC0443.The dynamic height is computed by dividing the NAVD 88
 HC0443.geopotential number by the normal gravity value computed on the
 HC0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0443.degrees latitude (g = 980.6199 gals.).
 HC0443
 HC0443.The modeled gravity was interpolated from observed gravity values.
 HC0443
 HC0443;                    North         East    Units  Estimated Accuracy
 HC0443;SPC MO E     -   231,350.      198,270.      MT  (+/- 180 meters Scaled)
 HC0443
 HC0443                          SUPERSEDED SURVEY CONTROL
 HC0443
 HC0443  NGVD 29 (??/??/92)  232.198  (m)          761.80   (f) ADJ UNCH    2 0
 HC0443
 HC0443.Superseded values are not recommended for survey control.
 HC0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0443.See file dsdata.txt to determine how the superseded data were derived.
 HC0443
 HC0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB680982(NAD 83)
 HC0443_MARKER: DB = BENCH MARK DISK
 HC0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0443_STAMPING: M 128 1935
 HC0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0443+STABILITY: SURFACE MOTION
 HC0443
 HC0443  HISTORY     - Date     Condition        Report By
 HC0443  HISTORY     - 1935     MONUMENTED       CGS
 HC0443  HISTORY     - 1940     GOOD             NGS
 HC0443  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0443  HISTORY     - 1975     MARK NOT FOUND   USGS
 HC0443
 HC0443                          STATION DESCRIPTION
 HC0443
 HC0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HC0443'0.4 MI E FROM BERRYMAN.
 HC0443'IN WASHINGTON COUNTY, 0.4 MILE EAST ALONG STATE HIGHWAY 8 FROM
 HC0443'THE SERVICE STATION AT BERRYMAN, CRAWFORD COUNTY, 0.2 MILE WEST
 HC0443'OF BANTAS PLACE, AT THE EAST END OF A CURVE, 38.2 FEET SOUTH
 HC0443'OF THE CENTERLINE OF THE HIGHWAY, AND 0.4 FOOT WEST OF A WHITE
 HC0443'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 128 1935 AND
 HC0443'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 HC0443'GROUND.
 HC0443
 HC0443                          STATION RECOVERY (1975)
 HC0443
 HC0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0443'MARK NOT FOUND.
 HC0443
 HC0443                          STATION RECOVERY (1975)
 HC0443
 HC0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HC0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0357 ***********************************************************************
 HC0357  DESIGNATION -  M 129
 HC0357  PID         -  HC0357
 HC0357  STATE/COUNTY-  MO/WASHINGTON
 HC0357  USGS QUAD   -  MINERAL POINT (1982)
 HC0357
 HC0357                         *CURRENT SURVEY CONTROL
 HC0357  ___________________________________________________________________
 HC0357* NAD 83(1986)-  37 54 59.     (N)    090 42 56.     (W)     SCALED    
 HC0357* NAVD 88     -       295.886  (meters)     970.75   (feet)  ADJUSTED  
 HC0357  ___________________________________________________________________
 HC0357  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HC0357  DYNAMIC HT  -         295.675 (meters)     970.06  (feet)  COMP
 HC0357  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 HC0357
 HC0357  VERT ORDER  -  SECOND    CLASS 0
 HC0357
 HC0357.The horizontal coordinates were scaled from a topographic map and have
 HC0357.an estimated accuracy of +/- 6 seconds.
 HC0357
 HC0357.The orthometric height was determined by differential leveling
 HC0357.and adjusted by the National Geodetic Survey in June 1991..
 HC0357
 HC0357.The geoid height was determined by GEOID03.
 HC0357
 HC0357.The dynamic height is computed by dividing the NAVD 88
 HC0357.geopotential number by the normal gravity value computed on the
 HC0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0357.degrees latitude (g = 980.6199 gals.).
 HC0357
 HC0357.The modeled gravity was interpolated from observed gravity values.
 HC0357
 HC0357;                    North         East    Units  Estimated Accuracy
 HC0357;SPC MO E     -   231,170.      231,050.      MT  (+/- 180 meters Scaled)
 HC0357
 HC0357                          SUPERSEDED SURVEY CONTROL
 HC0357
 HC0357  NGVD 29 (??/??/92)  295.919  (m)          970.86   (f) ADJ UNCH    2 0
 HC0357
 HC0357.Superseded values are not recommended for survey control.
 HC0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0357.See file dsdata.txt to determine how the superseded data were derived.
 HC0357
 HC0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB008989(NAD 83)
 HC0357_MARKER: DB = BENCH MARK DISK
 HC0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0357_STAMPING: M 129 1935
 HC0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0357+STABILITY: SURFACE MOTION
 HC0357
 HC0357  HISTORY     - Date     Condition        Report By
 HC0357  HISTORY     - 1935     MONUMENTED       CGS
 HC0357  HISTORY     - 1956     POOR             NGS
 HC0357
 HC0357                          STATION DESCRIPTION
 HC0357
 HC0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HC0357'2 MI S FROM MINERAL POINT.
 HC0357'2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HC0357'STATION AT MINERAL POINT, WASHINGTON COUNTY, AT THE SUMMIT
 HC0357'STATION, OPPOSITE MILEPOST 63, 36 FEET WEST OF THE CENTERLINE OF
 HC0357'THE MAIN TRACK, 30 FEET NORTH OF A CONCRETE CULVERT, AND 6
 HC0357'FEET SOUTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED M 129
 HC0357'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1012 ***********************************************************************
 HB1012  DESIGNATION -  M 13
 HB1012  PID         -  HB1012
 HB1012  STATE/COUNTY-  MO/STODDARD
 HB1012  USGS QUAD   -  ADVANCE (1963)
 HB1012
 HB1012                         *CURRENT SURVEY CONTROL
 HB1012  ___________________________________________________________________
 HB1012* NAD 83(1986)-  37 04 50.     (N)    089 57 13.     (W)     SCALED    
 HB1012* NAVD 88     -       107.530  (meters)     352.79   (feet)  ADJUSTED  
 HB1012  ___________________________________________________________________
 HB1012  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 HB1012  DYNAMIC HT  -         107.450 (meters)     352.53  (feet)  COMP
 HB1012  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 HB1012
 HB1012  VERT ORDER  -  FIRST     CLASS II
 HB1012
 HB1012.The horizontal coordinates were scaled from a topographic map and have
 HB1012.an estimated accuracy of +/- 6 seconds.
 HB1012
 HB1012.The orthometric height was determined by differential leveling
 HB1012.and adjusted by the National Geodetic Survey in June 1991..
 HB1012
 HB1012.The geoid height was determined by GEOID03.
 HB1012
 HB1012.The dynamic height is computed by dividing the NAVD 88
 HB1012.geopotential number by the normal gravity value computed on the
 HB1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1012.degrees latitude (g = 980.6199 gals.).
 HB1012
 HB1012.The modeled gravity was interpolated from observed gravity values.
 HB1012
 HB1012;                    North         East    Units  Estimated Accuracy
 HB1012;SPC MO E     -   138,530.      298,580.      MT  (+/- 180 meters Scaled)
 HB1012
 HB1012                          SUPERSEDED SURVEY CONTROL
 HB1012
 HB1012  NGVD 29 (??/??/??)  107.500  (m)          352.69   (f) ADJUSTED    1 2
 HB1012
 HB1012.Superseded values are not recommended for survey control.
 HB1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1012.See file dsdata.txt to determine how the superseded data were derived.
 HB1012
 HB1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG374078(NAD 83)
 HB1012_MARKER: DB = BENCH MARK DISK
 HB1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1012_STAMPING: 353.005 M 13 1932
 HB1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1012+STABILITY: SURFACE MOTION
 HB1012
 HB1012  HISTORY     - Date     Condition        Report By
 HB1012  HISTORY     - 1932     MONUMENTED       CGS
 HB1012  HISTORY     - 1934     GOOD             CGS
 HB1012  HISTORY     - 20020823 MARK NOT FOUND   USACE
 HB1012
 HB1012                          STATION DESCRIPTION
 HB1012
 HB1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HB1012'AT BROWNWOOD.
 HB1012'AT BROWNWOOD, STODDARD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 HB1012'RAILWAY, 0.3 MILE NORTHEAST OF THE STATION, TWO POLES NORTHEAST
 HB1012'OF A ROAD CROSSING, 90 FEET SOUTH OF POLE 160/19, 89 FEET SOUTH
 HB1012'OF A SL-SF RY PRIVATE PROPERTY SIGN, 61 FEET SOUTHEAST OF THE
 HB1012'NORTHWEST SWITCH HEADBLOCK NORTHWEST OF THE TRACK, 40 FEET
 HB1012'SOUTHEAST OF THE CENTERLINE OF THE TRACK 16 FEET SOUTHWEST OF A
 HB1012'CATTLEGUARD FENCE, AND 1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY
 HB1012'FENCE.  A STANDARD DISK, STAMPED 353.005 M 13 1932 AND SET IN THE
 HB1012'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 HB1012
 HB1012                          STATION RECOVERY (2002)
 HB1012
 HB1012'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2128 ***********************************************************************
 JD2128  DESIGNATION -  M 13
 JD2128  PID         -  JD2128
 JD2128  STATE/COUNTY-  MO/JOHNSON
 JD2128  USGS QUAD   -  LEETON (1981)
 JD2128
 JD2128                         *CURRENT SURVEY CONTROL
 JD2128  ___________________________________________________________________
 JD2128* NAD 83(1986)-  38 35 24.     (N)    093 44 47.     (W)     SCALED    
 JD2128* NAVD 88     -       301.367  (meters)     988.73   (feet)  ADJUSTED  
 JD2128  ___________________________________________________________________
 JD2128  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JD2128  DYNAMIC HT  -         301.156 (meters)     988.04  (feet)  COMP
 JD2128  MODELED GRAV-     979,922.7   (mgal)                       NAVD 88
 JD2128
 JD2128  VERT ORDER  -  SECOND    CLASS 0
 JD2128
 JD2128.The horizontal coordinates were scaled from a topographic map and have
 JD2128.an estimated accuracy of +/- 6 seconds.
 JD2128
 JD2128.The orthometric height was determined by differential leveling
 JD2128.and adjusted by the National Geodetic Survey in June 1991..
 JD2128
 JD2128.The geoid height was determined by GEOID03.
 JD2128
 JD2128.The dynamic height is computed by dividing the NAVD 88
 JD2128.geopotential number by the normal gravity value computed on the
 JD2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2128.degrees latitude (g = 980.6199 gals.).
 JD2128
 JD2128.The modeled gravity was interpolated from observed gravity values.
 JD2128
 JD2128;                    North         East    Units  Estimated Accuracy
 JD2128;SPC MO W     -   269,210.      915,650.      MT  (+/- 180 meters Scaled)
 JD2128
 JD2128                          SUPERSEDED SURVEY CONTROL
 JD2128
 JD2128  NGVD 29 (??/??/92)  301.252  (m)          988.36   (f) ADJ UNCH    2 0
 JD2128
 JD2128.Superseded values are not recommended for survey control.
 JD2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2128.See file dsdata.txt to determine how the superseded data were derived.
 JD2128
 JD2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC349715(NAD 83)
 JD2128_MARKER: DD = SURVEY DISK
 JD2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2128_STAMPING: M 13 1936 988
 JD2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2128+STABILITY: SURFACE MOTION
 JD2128
 JD2128  HISTORY     - Date     Condition        Report By
 JD2128  HISTORY     - 1936     MONUMENTED       USGS
 JD2128  HISTORY     - 1963     GOOD             NGS
 JD2128
 JD2128                          STATION DESCRIPTION
 JD2128
 JD2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2128'1.6 MI N FROM POST OAK.
 JD2128'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OAK
 JD2128'GENERAL STORE AT POST OAK, IN S 24, R 26 W, T 44 N, 130 FEET
 JD2128'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 2,
 JD2128'60 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 2, 33.5 FEET
 JD2128'WEST OF THE CENTERLINE OF STATE HIGHWAY 13, 12 FEET SOUTH OF A
 JD2128'TELEPHONE POLE BRACED BY A GUY WIRE, 4.5 FEET SOUTHWEST OF A
 JD2128'FENCE CORNER, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 JD2128'LEVEL WITH STATE HIGHWAY 13, AND SET IN THE TOP OF A CONCRETE
 JD2128'POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0392 ***********************************************************************
 JC0392  DESIGNATION -  M 130
 JC0392  PID         -  JC0392
 JC0392  STATE/COUNTY-  MO/JEFFERSON
 JC0392  USGS QUAD   -  FLETCHER (1981)
 JC0392
 JC0392                         *CURRENT SURVEY CONTROL
 JC0392  ___________________________________________________________________
 JC0392* NAD 83(1986)-  38 09 41.     (N)    090 40 33.     (W)     SCALED    
 JC0392* NAVD 88     -       234.188  (meters)     768.33   (feet)  ADJUSTED  
 JC0392  ___________________________________________________________________
 JC0392  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 JC0392  DYNAMIC HT  -         234.031 (meters)     767.82  (feet)  COMP
 JC0392  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 JC0392
 JC0392  VERT ORDER  -  SECOND    CLASS 0
 JC0392
 JC0392.The horizontal coordinates were scaled from a topographic map and have
 JC0392.an estimated accuracy of +/- 6 seconds.
 JC0392
 JC0392.The orthometric height was determined by differential leveling
 JC0392.and adjusted by the National Geodetic Survey in June 1991..
 JC0392
 JC0392.The geoid height was determined by GEOID03.
 JC0392
 JC0392.The dynamic height is computed by dividing the NAVD 88
 JC0392.geopotential number by the normal gravity value computed on the
 JC0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0392.degrees latitude (g = 980.6199 gals.).
 JC0392
 JC0392.The modeled gravity was interpolated from observed gravity values.
 JC0392
 JC0392;                    North         East    Units  Estimated Accuracy
 JC0392;SPC MO E     -   258,360.      234,590.      MT  (+/- 180 meters Scaled)
 JC0392
 JC0392                          SUPERSEDED SURVEY CONTROL
 JC0392
 JC0392  NGVD 29 (??/??/92)  234.257  (m)          768.56   (f) ADJ UNCH    2 0
 JC0392
 JC0392.Superseded values are not recommended for survey control.
 JC0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0392.See file dsdata.txt to determine how the superseded data were derived.
 JC0392
 JC0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC036262(NAD 83)
 JC0392_MARKER: DB = BENCH MARK DISK
 JC0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0392_STAMPING: M 130 1935
 JC0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0392+STABILITY: SURFACE MOTION
 JC0392
 JC0392  HISTORY     - Date     Condition        Report By
 JC0392  HISTORY     - 1935     MONUMENTED       CGS
 JC0392  HISTORY     - 1976     MARK NOT FOUND   USGS
 JC0392
 JC0392                          STATION DESCRIPTION
 JC0392
 JC0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0392'4 MI SE FROM FLETCHER.
 JC0392'4.0 MILES SOUTHEAST ALONG COUNTY ROAD NH FROM THE POST OFFICE AND
 JC0392'GENERAL STORE AT FLETCHER, JEFFERSON COUNTY, 30 FEET NORTH OF THE
 JC0392'CENTERLINE OF THE ROAD, AND 12 FEET WEST OF THE FIFTH POLE EAST
 JC0392'OF THE JUNCTION OF A ROAD LEADING NORTH.  A STANDARD DISK, STAMPED
 JC0392'M 130 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JC0392'INCHES ABOVE GROUND.
 JC0392
 JC0392                          STATION RECOVERY (1976)
 JC0392
 JC0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JC0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0424 ***********************************************************************
 KC0424  DESIGNATION -  M 132
 KC0424  PID         -  KC0424
 KC0424  STATE/COUNTY-  MO/AUDRAIN
 KC0424  USGS QUAD   -  LADDONIA (1973)
 KC0424
 KC0424                         *CURRENT SURVEY CONTROL
 KC0424  ___________________________________________________________________
 KC0424* NAD 83(1986)-  39 14 42.     (N)    091 38 38.     (W)     SCALED    
 KC0424* NAVD 88     -       237.482  (meters)     779.14   (feet)  ADJUSTED  
 KC0424  ___________________________________________________________________
 KC0424  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KC0424  DYNAMIC HT  -         237.338 (meters)     778.67  (feet)  COMP
 KC0424  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 KC0424
 KC0424  VERT ORDER  -  SECOND    CLASS 0
 KC0424
 KC0424.The horizontal coordinates were scaled from a topographic map and have
 KC0424.an estimated accuracy of +/- 6 seconds.
 KC0424
 KC0424.The orthometric height was determined by differential leveling
 KC0424.and adjusted by the National Geodetic Survey in June 1991..
 KC0424
 KC0424.The geoid height was determined by GEOID03.
 KC0424
 KC0424.The dynamic height is computed by dividing the NAVD 88
 KC0424.geopotential number by the normal gravity value computed on the
 KC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0424.degrees latitude (g = 980.6199 gals.).
 KC0424
 KC0424.The modeled gravity was interpolated from observed gravity values.
 KC0424
 KC0424;                    North         East    Units  Estimated Accuracy
 KC0424;SPC MO C     -   378,980.      573,900.      MT  (+/- 180 meters Scaled)
 KC0424
 KC0424                          SUPERSEDED SURVEY CONTROL
 KC0424
 KC0424  NGVD 29 (??/??/92)  237.494  (m)          779.18   (f) ADJ UNCH    2 0
 KC0424
 KC0424.Superseded values are not recommended for survey control.
 KC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0424.See file dsdata.txt to determine how the superseded data were derived.
 KC0424
 KC0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD170448(NAD 83)
 KC0424_MARKER: DB = BENCH MARK DISK
 KC0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0424_STAMPING: M 132 1935
 KC0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0424+STABILITY: SURFACE MOTION
 KC0424
 KC0424  HISTORY     - Date     Condition        Report By
 KC0424  HISTORY     - 1935     MONUMENTED       CGS
 KC0424  HISTORY     - 20050726 MARK NOT FOUND   GEOCAC
 KC0424
 KC0424                          STATION DESCRIPTION
 KC0424
 KC0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0424'AT LADDONIA.
 KC0424'AT LADDONIA, AUDRAIN COUNTY, 100 FEET SOUTH OF AN OLD TWO-STORY
 KC0424'BRICK BUILDING, 18 FEET NORTH OF THE CENTERLINE OF THE FRONT
 KC0424'ENTRANCE TO THE COMMUNITY BUILDING, AND 3.5 FEET WEST OF THE
 KC0424'CENTERLINE OF A SIDEWALK.  A STANDARD DISK, STAMPED M 132 1935
 KC0424'AND SET IN THE TOP OF A CONCRETE POST.
 KC0424
 KC0424                          STATION RECOVERY (2005)
 KC0424
 KC0424'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KC0424'THE BUIDLING AND SIDEWALK APPEAR TO HAVE BEEN REMOVED, AND THE AREA
 KC0424'REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0049 ***********************************************************************
 KD0049  DESIGNATION -  M 134
 KD0049  PID         -  KD0049
 KD0049  STATE/COUNTY-  MO/SHELBY
 KD0049  USGS QUAD   -  LEONARD (1963)
 KD0049
 KD0049                         *CURRENT SURVEY CONTROL
 KD0049  ___________________________________________________________________
 KD0049* NAD 83(1986)-  39 54 40.     (N)    092 10 40.     (W)     SCALED    
 KD0049* NAVD 88     -       243.396  (meters)     798.54   (feet)  ADJUSTED  
 KD0049  ___________________________________________________________________
 KD0049  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KD0049  DYNAMIC HT  -         243.266 (meters)     798.12  (feet)  COMP
 KD0049  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 KD0049
 KD0049  VERT ORDER  -  SECOND    CLASS 0
 KD0049
 KD0049.The horizontal coordinates were scaled from a topographic map and have
 KD0049.an estimated accuracy of +/- 6 seconds.
 KD0049
 KD0049.The orthometric height was determined by differential leveling
 KD0049.and adjusted by the National Geodetic Survey in June 1991..
 KD0049
 KD0049.The geoid height was determined by GEOID03.
 KD0049
 KD0049.The dynamic height is computed by dividing the NAVD 88
 KD0049.geopotential number by the normal gravity value computed on the
 KD0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0049.degrees latitude (g = 980.6199 gals.).
 KD0049
 KD0049.The modeled gravity was interpolated from observed gravity values.
 KD0049
 KD0049;                    North         East    Units  Estimated Accuracy
 KD0049;SPC MO C     -   452,630.      527,550.      MT  (+/- 180 meters Scaled)
 KD0049
 KD0049                          SUPERSEDED SURVEY CONTROL
 KD0049
 KD0049  NGVD 29 (??/??/92)  243.426  (m)          798.64   (f) ADJ UNCH    2 0
 KD0049
 KD0049.Superseded values are not recommended for survey control.
 KD0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0049.See file dsdata.txt to determine how the superseded data were derived.
 KD0049
 KD0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE702182(NAD 83)
 KD0049_MARKER: DB = BENCH MARK DISK
 KD0049_SETTING: 0 = UNSPECIFIED SETTING
 KD0049_STAMPING: M 134 1935
 KD0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0049
 KD0049  HISTORY     - Date     Condition        Report By
 KD0049  HISTORY     - 1935     MONUMENTED       CGS
 KD0049  HISTORY     - 1967     GOOD             NGS
 KD0049
 KD0049                          STATION DESCRIPTION
 KD0049
 KD0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KD0049'1.2 MI N FROM LEONARD.
 KD0049'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 151 FROM LEONARD, 40
 KD0049'PACES NORTH OF A ROAD LEADING WEST, 40 FEET EAST OF THE CENTER OF
 KD0049'STATE HIGHWAY 151, 4 FEET NORTH-NORTHWEST OF A CORNER FENCE POST
 KD0049'AT THE SOUTHWEST CORNER OF A YARD, 1 FOOT NORTH OF A METAL
 KD0049'WITNESS POST, AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0508 ***********************************************************************
 KC0508  DESIGNATION -  M 135
 KC0508  PID         -  KC0508
 KC0508  STATE/COUNTY-  MO/RALLS
 KC0508  USGS QUAD   -  RENSSELAER (1958)
 KC0508
 KC0508                         *CURRENT SURVEY CONTROL
 KC0508  ___________________________________________________________________
 KC0508* NAD 83(1986)-  39 39 40.     (N)    091 35 54.     (W)     SCALED    
 KC0508* NAVD 88     -       222.319  (meters)     729.39   (feet)  ADJUSTED  
 KC0508  ___________________________________________________________________
 KC0508  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KC0508  DYNAMIC HT  -         222.194 (meters)     728.98  (feet)  COMP
 KC0508  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 KC0508
 KC0508  VERT ORDER  -  SECOND    CLASS 0
 KC0508
 KC0508.The horizontal coordinates were scaled from a topographic map and have
 KC0508.an estimated accuracy of +/- 6 seconds.
 KC0508
 KC0508.The orthometric height was determined by differential leveling
 KC0508.and adjusted by the National Geodetic Survey in June 1991..
 KC0508
 KC0508.The geoid height was determined by GEOID03.
 KC0508
 KC0508.The dynamic height is computed by dividing the NAVD 88
 KC0508.geopotential number by the normal gravity value computed on the
 KC0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0508.degrees latitude (g = 980.6199 gals.).
 KC0508
 KC0508.The modeled gravity was interpolated from observed gravity values.
 KC0508
 KC0508;                    North         East    Units  Estimated Accuracy
 KC0508;SPC MO E     -   425,400.      155,750.      MT  (+/- 180 meters Scaled)
 KC0508
 KC0508                          SUPERSEDED SURVEY CONTROL
 KC0508
 KC0508  NGVD 29 (??/??/92)  222.337  (m)          729.45   (f) ADJ UNCH    2 0
 KC0508
 KC0508.Superseded values are not recommended for survey control.
 KC0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0508.See file dsdata.txt to determine how the superseded data were derived.
 KC0508
 KC0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD202910(NAD 83)
 KC0508_MARKER: DB = BENCH MARK DISK
 KC0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0508_STAMPING: M 135 1935
 KC0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0508+STABILITY: SURFACE MOTION
 KC0508
 KC0508  HISTORY     - Date     Condition        Report By
 KC0508  HISTORY     - 1935     MONUMENTED       CGS
 KC0508
 KC0508                          STATION DESCRIPTION
 KC0508
 KC0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0508'AT HUNTINGTON.
 KC0508'AT HUNTINGTON, RALLS COUNTY, ON THE WABASH RAILWAY AT MILEAGE
 KC0508'15.2, ABOUT 55 FEET EAST OF THE CENTERLINE OF A GRADE CROSSING,
 KC0508'18 FEET NORTH OF A POINT 30 FEET WEST OF THE NORTHWEST CORNER
 KC0508'OF A BOX-CAR STATION, 45 FEET NORTH OF THE CENTERLINE OF THE
 KC0508'TRACK, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 KC0508'M 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0188 ***********************************************************************
 KC0188  DESIGNATION -  M 136
 KC0188  PID         -  KC0188
 KC0188  STATE/COUNTY-  MO/LINCOLN
 KC0188  USGS QUAD   -  OKETE (1984)
 KC0188
 KC0188                         *CURRENT SURVEY CONTROL
 KC0188  ___________________________________________________________________
 KC0188* NAD 83(1986)-  39 05 55.     (N)    090 57 55.     (W)     SCALED    
 KC0188* NAVD 88     -       225.327  (meters)     739.26   (feet)  ADJUSTED  
 KC0188  ___________________________________________________________________
 KC0188  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KC0188  DYNAMIC HT  -         225.187 (meters)     738.80  (feet)  COMP
 KC0188  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 KC0188
 KC0188  VERT ORDER  -  SECOND    CLASS 0
 KC0188
 KC0188.The horizontal coordinates were scaled from a topographic map and have
 KC0188.an estimated accuracy of +/- 6 seconds.
 KC0188
 KC0188.The orthometric height was determined by differential leveling
 KC0188.and adjusted by the National Geodetic Survey in June 1991..
 KC0188
 KC0188.The geoid height was determined by GEOID03.
 KC0188
 KC0188.The dynamic height is computed by dividing the NAVD 88
 KC0188.geopotential number by the normal gravity value computed on the
 KC0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0188.degrees latitude (g = 980.6199 gals.).
 KC0188
 KC0188.The modeled gravity was interpolated from observed gravity values.
 KC0188
 KC0188;                    North         East    Units  Estimated Accuracy
 KC0188;SPC MO E     -   362,480.      209,750.      MT  (+/- 180 meters Scaled)
 KC0188
 KC0188                          SUPERSEDED SURVEY CONTROL
 KC0188
 KC0188  NGVD 29 (??/??/92)  225.344  (m)          739.32   (f) ADJ UNCH    2 0
 KC0188
 KC0188.Superseded values are not recommended for survey control.
 KC0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0188.See file dsdata.txt to determine how the superseded data were derived.
 KC0188
 KC0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD759296(NAD 83)
 KC0188_MARKER: DD = SURVEY DISK
 KC0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0188_STAMPING: M 136 1935
 KC0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0188+STABILITY: SURFACE MOTION
 KC0188
 KC0188  HISTORY     - Date     Condition        Report By
 KC0188  HISTORY     - 1935     MONUMENTED       CGS
 KC0188  HISTORY     - 1972     POOR             USGS
 KC0188  HISTORY     - 19910903 MARK NOT FOUND   USPSQD
 KC0188  HISTORY     - 19990420 MARK NOT FOUND   USPSQD
 KC0188
 KC0188                          STATION DESCRIPTION
 KC0188
 KC0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0188'2 MI S FROM AUBURN.
 KC0188'2.0 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE DIXIE SERVICE
 KC0188'STATION AT AUBURN, LINCOLN COUNTY, 0.8 MILE SOUTH OF LOG CABIN
 KC0188'CAMP, 8 YARDS NORTH OF THE JUNCTION OF A COUNTY ROAD LEADING
 KC0188'WEST, 16 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 3 YARDS
 KC0188'NORTH OF A WHITE ROSE GASOLINE SIGN, AND ON A FENCE LINE.  A
 KC0188'STANDARD DISK, STAMPED M 136 1935 AND SET IN THE TOP OF A
 KC0188'CONCRETE POST.
 KC0188
 KC0188                          STATION RECOVERY (1972)
 KC0188
 KC0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KC0188'MARK RECOVERED IN POOR CONDITION.
 KC0188
 KC0188                          STATION RECOVERY (1991)
 KC0188
 KC0188'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS)
 KC0188'MARK NOT FOUND.
 KC0188
 KC0188                          STATION RECOVERY (1999)
 KC0188
 KC0188'RECOVERY NOTE BY US POWER SQUADRON 1999
 KC0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0406 ***********************************************************************
 KC0406  DESIGNATION -  M 137
 KC0406  PID         -  KC0406
 KC0406  STATE/COUNTY-  MO/PIKE
 KC0406  USGS QUAD   -  BOWLING GREEN (1984)
 KC0406
 KC0406                         *CURRENT SURVEY CONTROL
 KC0406  ___________________________________________________________________
 KC0406* NAD 83(1986)-  39 20 41.     (N)    091 12 36.     (W)     SCALED    
 KC0406* NAVD 88     -       266.690  (meters)     874.97   (feet)  ADJUSTED  
 KC0406  ___________________________________________________________________
 KC0406  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KC0406  DYNAMIC HT  -         266.529 (meters)     874.44  (feet)  COMP
 KC0406  MODELED GRAV-     980,016.4   (mgal)                       NAVD 88
 KC0406
 KC0406  VERT ORDER  -  SECOND    CLASS 0
 KC0406
 KC0406.The horizontal coordinates were scaled from a topographic map and have
 KC0406.an estimated accuracy of +/- 6 seconds.
 KC0406
 KC0406.The orthometric height was determined by differential leveling
 KC0406.and adjusted by the National Geodetic Survey in June 1991..
 KC0406
 KC0406.The geoid height was determined by GEOID03.
 KC0406
 KC0406.The dynamic height is computed by dividing the NAVD 88
 KC0406.geopotential number by the normal gravity value computed on the
 KC0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0406.degrees latitude (g = 980.6199 gals.).
 KC0406
 KC0406.The modeled gravity was interpolated from observed gravity values.
 KC0406
 KC0406;                    North         East    Units  Estimated Accuracy
 KC0406;SPC MO E     -   389,940.      188,800.      MT  (+/- 180 meters Scaled)
 KC0406
 KC0406                          SUPERSEDED SURVEY CONTROL
 KC0406
 KC0406  NGVD 29 (??/??/92)  266.705  (m)          875.01   (f) ADJ UNCH    2 0
 KC0406
 KC0406.Superseded values are not recommended for survey control.
 KC0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0406.See file dsdata.txt to determine how the superseded data were derived.
 KC0406
 KC0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD542565(NAD 83)
 KC0406_MARKER: DB = BENCH MARK DISK
 KC0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0406_STAMPING: M 137 1935
 KC0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0406+STABILITY: SURFACE MOTION
 KC0406
 KC0406  HISTORY     - Date     Condition        Report By
 KC0406  HISTORY     - 1935     MONUMENTED       CGS
 KC0406  HISTORY     - 1972     MARK NOT FOUND   USGS
 KC0406
 KC0406                          STATION DESCRIPTION
 KC0406
 KC0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0406'AT BOWLING GREEN.
 KC0406'AT BOWLING GREEN, PIKE COUNTY, 5 YARDS EAST OF A SMALL STOCKYARD,
 KC0406'AND 12 YARDS NORTH OF THE CENTERLINE OF THE CHICAGO AND ALTON
 KC0406'RAILROAD MAIN TRACK.  A STANDARD DISK, STAMPED M 137 1935 AND
 KC0406'SET IN THE TOP OF A CONCRETE POST.
 KC0406
 KC0406                          STATION RECOVERY (1972)
 KC0406
 KC0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KC0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0059 ***********************************************************************
 HC0059  DESIGNATION -  M 139
 HC0059  PID         -  HC0059
 HC0059  STATE/COUNTY-  MO/MADISON
 HC0059  USGS QUAD   -  HIGDON (1980)
 HC0059
 HC0059                         *CURRENT SURVEY CONTROL
 HC0059  ___________________________________________________________________
 HC0059* NAD 83(1986)-  37 32 45.     (N)    090 12 46.     (W)     SCALED    
 HC0059* NAVD 88     -       297.950  (meters)     977.52   (feet)  ADJUSTED  
 HC0059  ___________________________________________________________________
 HC0059  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HC0059  DYNAMIC HT  -         297.732 (meters)     976.81  (feet)  COMP
 HC0059  MODELED GRAV-     979,886.9   (mgal)                       NAVD 88
 HC0059
 HC0059  VERT ORDER  -  SECOND    CLASS 0
 HC0059
 HC0059.The horizontal coordinates were scaled from a topographic map and have
 HC0059.an estimated accuracy of +/- 6 seconds.
 HC0059
 HC0059.The orthometric height was determined by differential leveling
 HC0059.and adjusted by the National Geodetic Survey in June 1991..
 HC0059
 HC0059.The geoid height was determined by GEOID03.
 HC0059
 HC0059.The dynamic height is computed by dividing the NAVD 88
 HC0059.geopotential number by the normal gravity value computed on the
 HC0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0059.degrees latitude (g = 980.6199 gals.).
 HC0059
 HC0059.The modeled gravity was interpolated from observed gravity values.
 HC0059
 HC0059;                    North         East    Units  Estimated Accuracy
 HC0059;SPC MO E     -   190,070.      275,380.      MT  (+/- 180 meters Scaled)
 HC0059
 HC0059                          SUPERSEDED SURVEY CONTROL
 HC0059
 HC0059  NGVD 29 (??/??/92)  298.016  (m)          977.74   (f) ADJ UNCH    2 0
 HC0059
 HC0059.Superseded values are not recommended for survey control.
 HC0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0059.See file dsdata.txt to determine how the superseded data were derived.
 HC0059
 HC0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB462590(NAD 83)
 HC0059_MARKER: DB = BENCH MARK DISK
 HC0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0059_STAMPING: M 139 1935
 HC0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0059+STABILITY: SURFACE MOTION
 HC0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0059+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 HC0059
 HC0059  HISTORY     - Date     Condition        Report By
 HC0059  HISTORY     - 1935     MONUMENTED       CGS
 HC0059  HISTORY     - 20031215 GOOD             USACE
 HC0059
 HC0059                          STATION DESCRIPTION
 HC0059
 HC0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HC0059'5 MI SE FROM FREDERICKTOWN.
 HC0059'5.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 61 FROM THE MISSOURI
 HC0059'PACIFIC RAILROAD STATION AT FREDERICKTOWN, 3.0 MILES WEST OF THE
 HC0059'HIGHWAY BRIDGE OVER CASTOR RIVER, 33 FEET WEST OF THE CENTERLINE
 HC0059'OF THE HIGHWAY, AND 6 FEET SOUTH OF THE SOUTH LINE OF A TWO-STORY
 HC0059'FARMHOUSE.  A STANDARD DISK, STAMPED M 139 1935 AND SET IN THE
 HC0059'TOP OF A CONCRETE POST.
 HC0059
 HC0059                          STATION RECOVERY (2003)
 HC0059
 HC0059'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 HC0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0213 ***********************************************************************
 HC0213  DESIGNATION -  M 139
 HC0213  PID         -  HC0213
 HC0213  STATE/COUNTY-  MO/IRON
 HC0213  USGS QUAD   -  DES ARC (1980)
 HC0213
 HC0213                         *CURRENT SURVEY CONTROL
 HC0213  ___________________________________________________________________
 HC0213* NAD 83(1986)-  37 16 57.     (N)    090 38 14.     (W)     SCALED    
 HC0213* NAVD 88     -       166.149  (meters)     545.11   (feet)  ADJUSTED  
 HC0213  ___________________________________________________________________
 HC0213  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HC0213  DYNAMIC HT  -         166.020 (meters)     544.68  (feet)  COMP
 HC0213  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 HC0213
 HC0213  VERT ORDER  -  SECOND    CLASS 0
 HC0213
 HC0213.The horizontal coordinates were scaled from a topographic map and have
 HC0213.an estimated accuracy of +/- 6 seconds.
 HC0213
 HC0213.The orthometric height was determined by differential leveling
 HC0213.and adjusted by the National Geodetic Survey in June 1991..
 HC0213
 HC0213.The geoid height was determined by GEOID03.
 HC0213
 HC0213.The dynamic height is computed by dividing the NAVD 88
 HC0213.geopotential number by the normal gravity value computed on the
 HC0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0213.degrees latitude (g = 980.6199 gals.).
 HC0213
 HC0213.The modeled gravity was interpolated from observed gravity values.
 HC0213
 HC0213;                    North         East    Units  Estimated Accuracy
 HC0213;SPC MO E     -   160,810.      237,830.      MT  (+/- 180 meters Scaled)
 HC0213
 HC0213                          SUPERSEDED SURVEY CONTROL
 HC0213
 HC0213  NGVD 29 (??/??/92)  166.166  (m)          545.16   (f) ADJ UNCH    2 0
 HC0213
 HC0213.Superseded values are not recommended for survey control.
 HC0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0213.See file dsdata.txt to determine how the superseded data were derived.
 HC0213
 HC0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB094288(NAD 83)
 HC0213_MARKER: DB = BENCH MARK DISK
 HC0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0213_STAMPING: M 139 1935
 HC0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0213+STABILITY: SURFACE MOTION
 HC0213
 HC0213  HISTORY     - Date     Condition        Report By
 HC0213  HISTORY     - 1935     MONUMENTED       CGS
 HC0213  HISTORY     - 1945     GOOD             NGS
 HC0213
 HC0213                          STATION DESCRIPTION
 HC0213
 HC0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HC0213'AT DES ARC.
 HC0213'AT DES ARC, OPPOSITE THE MISSOURI PACIFIC RAILROAD STATION, 36
 HC0213'FEET EAST OF BLOCK SIGNAL 115/5, AT THE MAIN STREET CROSSING, 23
 HC0213'FEET NORTH OF THE CENTERLINE OF THE TRACK, 18 FEET WEST OF THE
 HC0213'CENTERLINE OF THE STREET, AND 3 FEET WEST OF THE FENCE.  A STANDARD
 HC0213'DISK, STAMPED M 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0025 ***********************************************************************
 GE0025  DESIGNATION -  M 14
 GE0025  PID         -  GE0025
 GE0025  STATE/COUNTY-  MO/BUTLER
 GE0025  USGS QUAD   -  HARVIELL (1979)
 GE0025
 GE0025                         *CURRENT SURVEY CONTROL
 GE0025  ___________________________________________________________________
 GE0025* NAD 83(1986)-  36 44 38.     (N)    090 24 18.     (W)     SCALED    
 GE0025* NAVD 88     -       102.543  (meters)     336.43   (feet)  ADJUSTED  
 GE0025  ___________________________________________________________________
 GE0025  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GE0025  DYNAMIC HT  -         102.462 (meters)     336.16  (feet)  COMP
 GE0025  MODELED GRAV-     979,841.6   (mgal)                       NAVD 88
 GE0025
 GE0025  VERT ORDER  -  FIRST     CLASS II
 GE0025
 GE0025.The horizontal coordinates were scaled from a topographic map and have
 GE0025.an estimated accuracy of +/- 6 seconds.
 GE0025
 GE0025.The orthometric height was determined by differential leveling
 GE0025.and adjusted by the National Geodetic Survey in June 1991..
 GE0025
 GE0025.The geoid height was determined by GEOID03.
 GE0025
 GE0025.The dynamic height is computed by dividing the NAVD 88
 GE0025.geopotential number by the normal gravity value computed on the
 GE0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0025.degrees latitude (g = 980.6199 gals.).
 GE0025
 GE0025.The modeled gravity was interpolated from observed gravity values.
 GE0025
 GE0025;                    North         East    Units  Estimated Accuracy
 GE0025;SPC MO E     -   101,040.      258,480.      MT  (+/- 180 meters Scaled)
 GE0025
 GE0025                          SUPERSEDED SURVEY CONTROL
 GE0025
 GE0025  NGVD 29 (??/??/92)  102.552  (m)          336.46   (f) ADJ UNCH    1 2
 GE0025
 GE0025.Superseded values are not recommended for survey control.
 GE0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0025.See file dsdata.txt to determine how the superseded data were derived.
 GE0025
 GE0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA316696(NAD 83)
 GE0025_MARKER: DB = BENCH MARK DISK
 GE0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0025_STAMPING: 336.476 M 14 1932
 GE0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0025+STABILITY: SURFACE MOTION
 GE0025
 GE0025  HISTORY     - Date     Condition        Report By
 GE0025  HISTORY     - 1932     MONUMENTED       CGS
 GE0025  HISTORY     - 1934     GOOD             NGS
 GE0025  HISTORY     - 20020831 MARK NOT FOUND   USACE
 GE0025
 GE0025                          STATION DESCRIPTION
 GE0025
 GE0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0025'NEAR POPLAR BLUFF.
 GE0025'AT THE SOUTHWEST EDGE OF POPLAR BLUFF, BUTLER COUNTY, ON THE
 GE0025'ST. LOUIS-SAN FRANCISCO RAILWAY, 0.2 MILE NORTHWEST OF A
 GE0025'HIGHWAY BRIDGE OVER THE TRACK, 3 POLES SOUTHWEST OF A ROAD
 GE0025'CROSSING, 57 FEET WEST OF A SWITCH HEADBLOCK, 85 YARDS SOUTHEAST
 GE0025'OF THE EUGENE FIELD GRADE SCHOOL, 47 FEET WEST OF THE CENTERLINE
 GE0025'OF THE TRACK, 30 FEET WEST OF A SIGN ALFREYS, AND 2 FEET EAST OF
 GE0025'THE WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 336.476
 GE0025'M 14 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 GE0025'INCHES ABOVE GROUND.
 GE0025
 GE0025                          STATION RECOVERY (2002)
 GE0025
 GE0025'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1035 ***********************************************************************
 HB1035  DESIGNATION -  M 140
 HB1035  PID         -  HB1035
 HB1035  STATE/COUNTY-  MO/PERRY
 HB1035  USGS QUAD   -  BELGIQUE (1993)
 HB1035
 HB1035                         *CURRENT SURVEY CONTROL
 HB1035  ___________________________________________________________________
 HB1035* NAD 83(1986)-  37 48 13.     (N)    089 50 59.     (W)     SCALED    
 HB1035* NAVD 88     -       195.890  (meters)     642.68   (feet)  ADJUSTED  
 HB1035  ___________________________________________________________________
 HB1035  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HB1035  DYNAMIC HT  -         195.753 (meters)     642.23  (feet)  COMP
 HB1035  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 HB1035
 HB1035  VERT ORDER  -  SECOND    CLASS 0
 HB1035
 HB1035.The horizontal coordinates were scaled from a topographic map and have
 HB1035.an estimated accuracy of +/- 6 seconds.
 HB1035
 HB1035.The orthometric height was determined by differential leveling
 HB1035.and adjusted by the National Geodetic Survey in June 1991..
 HB1035
 HB1035.The geoid height was determined by GEOID03.
 HB1035
 HB1035.The dynamic height is computed by dividing the NAVD 88
 HB1035.geopotential number by the normal gravity value computed on the
 HB1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1035.degrees latitude (g = 980.6199 gals.).
 HB1035
 HB1035.The modeled gravity was interpolated from observed gravity values.
 HB1035
 HB1035;                    North         East    Units  Estimated Accuracy
 HB1035;SPC MO E     -   218,840.      307,260.      MT  (+/- 180 meters Scaled)
 HB1035
 HB1035                          SUPERSEDED SURVEY CONTROL
 HB1035
 HB1035  NGVD 29 (??/??/??)  195.994  (m)          643.02   (f) ADJUSTED    2 0
 HB1035
 HB1035.Superseded values are not recommended for survey control.
 HB1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1035.See file dsdata.txt to determine how the superseded data were derived.
 HB1035
 HB1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG491878(NAD 83)
 HB1035_MARKER: DB = BENCH MARK DISK
 HB1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1035_STAMPING: M 140 1935
 HB1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1035+STABILITY: SURFACE MOTION
 HB1035
 HB1035  HISTORY     - Date     Condition        Report By
 HB1035  HISTORY     - 1935     MONUMENTED       CGS
 HB1035  HISTORY     - 1968     MARK NOT FOUND   USGS
 HB1035
 HB1035                          STATION DESCRIPTION
 HB1035
 HB1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1035'2.1 MI S FROM MC BRIDE.
 HB1035'2.1 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE ST. LOUIS-SAN
 HB1035'FRANCISCO RAILWAY STATION AT MC BRIDE, PERRY COUNTY, 1.1 MILES
 HB1035'NORTH OF DISTRICT SCHOOL NO. 12, 100 FEET EAST OF THE TIFEL RENNER
 HB1035'RESIDENCE, 40 FEET WEST OF THE HIGHWAY, AND IN THE NORTHEAST
 HB1035'CORNER OF A GARDEN FENCE.  A STANDARD DISK, STAMPED M 140 1935
 HB1035'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PRESENT OWNER
 HB1035'OF RESIDENCE ABOVE DESCRIBED HAS NEVER SEEN THE MARK.  STATE
 HB1035'HIGHWAY DEPARTMENT HAD ALSO SEARCHED FOR THE MARK.
 HB1035
 HB1035                          STATION RECOVERY (1968)
 HB1035
 HB1035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HB1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB0973 ***********************************************************************
 HB0973  DESIGNATION -  M 141
 HB0973  PID         -  HB0973
 HB0973  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB0973  USGS QUAD   -  WHITEWATER (1976)
 HB0973
 HB0973                         *CURRENT SURVEY CONTROL
 HB0973  ___________________________________________________________________
 HB0973* NAD 83(1986)-  37 13 20.     (N)    089 45 32.     (W)     SCALED    
 HB0973* NAVD 88     -       107.206  (meters)     351.73   (feet)  ADJUSTED  
 HB0973  ___________________________________________________________________
 HB0973  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 HB0973  DYNAMIC HT  -         107.127 (meters)     351.47  (feet)  COMP
 HB0973  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 HB0973
 HB0973  VERT ORDER  -  SECOND    CLASS 0
 HB0973
 HB0973.The horizontal coordinates were scaled from a topographic map and have
 HB0973.an estimated accuracy of +/- 6 seconds.
 HB0973
 HB0973.The orthometric height was determined by differential leveling
 HB0973.and adjusted by the National Geodetic Survey in June 1991..
 HB0973
 HB0973.The geoid height was determined by GEOID03.
 HB0973
 HB0973.The dynamic height is computed by dividing the NAVD 88
 HB0973.geopotential number by the normal gravity value computed on the
 HB0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0973.degrees latitude (g = 980.6199 gals.).
 HB0973
 HB0973.The modeled gravity was interpolated from observed gravity values.
 HB0973
 HB0973;                    North         East    Units  Estimated Accuracy
 HB0973;SPC MO E     -   154,370.      315,770.      MT  (+/- 180 meters Scaled)
 HB0973
 HB0973                          SUPERSEDED SURVEY CONTROL
 HB0973
 HB0973  NGVD 29 (??/??/??)  107.164  (m)          351.59   (f) ADJUSTED    2 0
 HB0973
 HB0973.Superseded values are not recommended for survey control.
 HB0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0973.See file dsdata.txt to determine how the superseded data were derived.
 HB0973
 HB0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG552230(NAD 83)
 HB0973_MARKER: DB = BENCH MARK DISK
 HB0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0973_STAMPING: M 141 1935
 HB0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0973+STABILITY: SURFACE MOTION
 HB0973
 HB0973  HISTORY     - Date     Condition        Report By
 HB0973  HISTORY     - 1935     MONUMENTED       CGS
 HB0973  HISTORY     - 1962     GOOD             CGS
 HB0973  HISTORY     - 20020823 MARK NOT FOUND   USACE
 HB0973
 HB0973                          STATION DESCRIPTION
 HB0973
 HB0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HB0973'AT ALLENVILLE.
 HB0973'AT ALLENVILLE, CAPE GIRARDEAU COUNTY, ON THE MISSOURI PACIFIC
 HB0973'RAILROAD, 680 FEET NORTH OF THE STATION, 90 FEET WEST OF A YELLOW
 HB0973'HOUSE, 43 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 HB0973'WEST OF THE RIGHT-OF-WAY WOODEN FENCE.  A STANDARD DISK, STAMPED
 HB0973'M 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0973
 HB0973                          STATION RECOVERY (2002)
 HB0973
 HB0973'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1033 ***********************************************************************
 JC1033  DESIGNATION -  M 146
 JC1033  PID         -  JC1033
 JC1033  STATE/COUNTY-  MO/CALLAWAY
 JC1033  USGS QUAD   -  KINGDOM CITY (1985)
 JC1033
 JC1033                         *CURRENT SURVEY CONTROL
 JC1033  ___________________________________________________________________
 JC1033* NAD 83(1986)-  38 57 33.     (N)    091 55 56.     (W)     SCALED    
 JC1033* NAVD 88     -       262.717  (meters)     861.93   (feet)  ADJUSTED  
 JC1033  ___________________________________________________________________
 JC1033  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JC1033  DYNAMIC HT  -         262.549 (meters)     861.38  (feet)  COMP
 JC1033  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 JC1033
 JC1033  VERT ORDER  -  SECOND    CLASS 0
 JC1033
 JC1033.The horizontal coordinates were scaled from a topographic map and have
 JC1033.an estimated accuracy of +/- 6 seconds.
 JC1033
 JC1033.The orthometric height was determined by differential leveling
 JC1033.and adjusted by the National Geodetic Survey in June 1991..
 JC1033
 JC1033.The geoid height was determined by GEOID03.
 JC1033
 JC1033.The dynamic height is computed by dividing the NAVD 88
 JC1033.geopotential number by the normal gravity value computed on the
 JC1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1033.degrees latitude (g = 980.6199 gals.).
 JC1033
 JC1033.The modeled gravity was interpolated from observed gravity values.
 JC1033
 JC1033;                    North         East    Units  Estimated Accuracy
 JC1033;SPC MO C     -   347,050.      549,210.      MT  (+/- 180 meters Scaled)
 JC1033
 JC1033                          SUPERSEDED SURVEY CONTROL
 JC1033
 JC1033  NGVD 29 (??/??/92)  262.726  (m)          861.96   (f) ADJ UNCH    2 0
 JC1033
 JC1033.Superseded values are not recommended for survey control.
 JC1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1033.See file dsdata.txt to determine how the superseded data were derived.
 JC1033
 JC1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD925127(NAD 83)
 JC1033_MARKER: DB = BENCH MARK DISK
 JC1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC1033_STAMPING: M 146 1935
 JC1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1033+STABILITY: SURFACE MOTION
 JC1033
 JC1033  HISTORY     - Date     Condition        Report By
 JC1033  HISTORY     - 1935     MONUMENTED       CGS
 JC1033  HISTORY     - 1981     GOOD             NGS
 JC1033
 JC1033                          STATION DESCRIPTION
 JC1033
 JC1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC1033'AT MC CREDIE.
 JC1033'AT MC CREDIE, CALLAWAY COUNTY, 7 RAILS NORTH OF THE CHICAGO AND
 JC1033'ALTON RAILROAD STATION, AT THE WEST SIDE OF A LAWN FENCE
 JC1033'AROUND WHITE FRAME HOUSE, 4 1/2 RAILS SOUTH OF A ROAD CROSSING,
 JC1033'AND 45 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 JC1033'DISK, STAMPED M 146 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JC1033
 JC1033                          STATION RECOVERY (1981)
 JC1033
 JC1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JC1033'AT KINGDOM CITY, FORMERLY MCCREDIE, 0.9 MILE NORTH ALONG U.S. HIGHWAY
 JC1033'SY FROM THE JUNCTION WITH STATE ROAD FE, AT KINGDOM CITY, THENCE LEFT
 JC1033'AND WEST ALONG A GRAVELED STREET FOR 0.1 MILE TO A RAILROAD CROSSING,
 JC1033'THENCE LEFT AND SOUTH ALONG A GRAVELED STREET ALONG THE EAST SIDE OF
 JC1033'THE TRACK FOR 0.05 MILE TO THE MARK ON THE LEFT, 45 FEETEAST OF THE
 JC1033'CENTERLINE OF THE TRACK, 1 FOOT NORTH OF THE NORTHWEST CORNER OF A
 JC1033'GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0492 ***********************************************************************
 KC0492  DESIGNATION -  M 147
 KC0492  PID         -  KC0492
 KC0492  STATE/COUNTY-  MO/AUDRAIN
 KC0492  USGS QUAD   -  MEXICO EAST (1984)
 KC0492
 KC0492                         *CURRENT SURVEY CONTROL
 KC0492  ___________________________________________________________________
 KC0492* NAD 83(1986)-  39 08 05.     (N)    091 45 54.     (W)     SCALED    
 KC0492* NAVD 88     -       250.543  (meters)     821.99   (feet)  ADJUSTED  
 KC0492  ___________________________________________________________________
 KC0492  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KC0492  DYNAMIC HT  -         250.389 (meters)     821.48  (feet)  COMP
 KC0492  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 KC0492
 KC0492  VERT ORDER  -  SECOND    CLASS 0
 KC0492
 KC0492.The horizontal coordinates were scaled from a topographic map and have
 KC0492.an estimated accuracy of +/- 6 seconds.
 KC0492
 KC0492.The orthometric height was determined by differential leveling
 KC0492.and adjusted by the National Geodetic Survey in June 1991..
 KC0492
 KC0492.The geoid height was determined by GEOID03.
 KC0492
 KC0492.The dynamic height is computed by dividing the NAVD 88
 KC0492.geopotential number by the normal gravity value computed on the
 KC0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0492.degrees latitude (g = 980.6199 gals.).
 KC0492
 KC0492.The modeled gravity was interpolated from observed gravity values.
 KC0492
 KC0492;                    North         East    Units  Estimated Accuracy
 KC0492;SPC MO C     -   366,640.      563,550.      MT  (+/- 180 meters Scaled)
 KC0492
 KC0492                          SUPERSEDED SURVEY CONTROL
 KC0492
 KC0492  NGVD 29 (??/??/92)  250.548  (m)          822.01   (f) ADJ UNCH    2 0
 KC0492
 KC0492.Superseded values are not recommended for survey control.
 KC0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0492.See file dsdata.txt to determine how the superseded data were derived.
 KC0492
 KC0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD067324(NAD 83)
 KC0492_MARKER: DB = BENCH MARK DISK
 KC0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0492_STAMPING: M 147 1935
 KC0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0492+STABILITY: SURFACE MOTION
 KC0492
 KC0492  HISTORY     - Date     Condition        Report By
 KC0492  HISTORY     - 1935     MONUMENTED       CGS
 KC0492
 KC0492                          STATION DESCRIPTION
 KC0492
 KC0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0492'AT BENTON CITY.
 KC0492'AT BENTON CITY, AUDRAIN COUNTY, ON THE WABASH RAILROAD, 3 RAILS
 KC0492'EAST OF THE STATION, 55 FEET NORTH OF THE CENTERLINE OF THE
 KC0492'MAIN TRACK, AND 3 FEET WEST OF THE SIDEWALK.  A STANDARD DISK,
 KC0492'STAMPED M 147 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0694 ***********************************************************************
 JC0694  DESIGNATION -  M 148
 JC0694  PID         -  JC0694
 JC0694  STATE/COUNTY-  MO/WARREN
 JC0694  USGS QUAD   -  WARRENTON (1985)
 JC0694
 JC0694                         *CURRENT SURVEY CONTROL
 JC0694  ___________________________________________________________________
 JC0694* NAD 83(1986)-  38 49 02.     (N)    091 10 08.     (W)     SCALED    
 JC0694* NAVD 88     -       254.277  (meters)     834.24   (feet)  ADJUSTED  
 JC0694  ___________________________________________________________________
 JC0694  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JC0694  DYNAMIC HT  -         254.112 (meters)     833.70  (feet)  COMP
 JC0694  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 JC0694
 JC0694  VERT ORDER  -  SECOND    CLASS 0
 JC0694
 JC0694.The horizontal coordinates were scaled from a topographic map and have
 JC0694.an estimated accuracy of +/- 6 seconds.
 JC0694
 JC0694.The orthometric height was determined by differential leveling
 JC0694.and adjusted by the National Geodetic Survey in June 1991..
 JC0694
 JC0694.The geoid height was determined by GEOID03.
 JC0694
 JC0694.The dynamic height is computed by dividing the NAVD 88
 JC0694.geopotential number by the normal gravity value computed on the
 JC0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0694.degrees latitude (g = 980.6199 gals.).
 JC0694
 JC0694.The modeled gravity was interpolated from observed gravity values.
 JC0694
 JC0694;                    North         East    Units  Estimated Accuracy
 JC0694;SPC MO E     -   331,350.      191,910.      MT  (+/- 180 meters Scaled)
 JC0694
 JC0694                          SUPERSEDED SURVEY CONTROL
 JC0694
 JC0694  NGVD 29 (??/??/92)  254.281  (m)          834.25   (f) ADJ UNCH    2 0
 JC0694
 JC0694.Superseded values are not recommended for survey control.
 JC0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0694.See file dsdata.txt to determine how the superseded data were derived.
 JC0694
 JC0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC589980(NAD 83)
 JC0694_MARKER: DB = BENCH MARK DISK
 JC0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0694_SP_SET: BRIDGE
 JC0694_STAMPING: M 148 1935
 JC0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0694
 JC0694  HISTORY     - Date     Condition        Report By
 JC0694  HISTORY     - 1935     MONUMENTED       CGS
 JC0694
 JC0694                          STATION DESCRIPTION
 JC0694
 JC0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0694'1.2 MI W FROM WARRENTON.
 JC0694'1.2 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0694'WARRENTON, WARREN COUNTY, ABOUT 1/4 MILE WEST OF MILEPOST 215,
 JC0694'AT BRIDGE 196 OVER A COUNTY CROSSROAD, AND IN THE TOP OF THE SOUTH
 JC0694'END OF THE WEST ABUTMENT.  A STANDARD DISK, STAMPED M 148 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0553 ***********************************************************************
 JC0553  DESIGNATION -  M 149
 JC0553  PID         -  JC0553
 JC0553  STATE/COUNTY-  MO/ST CHARLES
 JC0553  USGS QUAD   -  KAMPVILLE (1994)
 JC0553
 JC0553                         *CURRENT SURVEY CONTROL
 JC0553  ___________________________________________________________________
 JC0553* NAD 83(1986)-  38 48 43.     (N)    090 32 16.     (W)     SCALED    
 JC0553* NAVD 88     -       134.900  (meters)     442.58   (feet)  ADJUSTED  
 JC0553  ___________________________________________________________________
 JC0553  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JC0553  DYNAMIC HT  -         134.817 (meters)     442.31  (feet)  COMP
 JC0553  MODELED GRAV-     980,007.3   (mgal)                       NAVD 88
 JC0553
 JC0553  VERT ORDER  -  SECOND    CLASS 0
 JC0553
 JC0553.The horizontal coordinates were scaled from a topographic map and have
 JC0553.an estimated accuracy of +/- 6 seconds.
 JC0553
 JC0553.The orthometric height was determined by differential leveling
 JC0553.and adjusted by the National Geodetic Survey in June 1991..
 JC0553
 JC0553.The geoid height was determined by GEOID03.
 JC0553
 JC0553.The dynamic height is computed by dividing the NAVD 88
 JC0553.geopotential number by the normal gravity value computed on the
 JC0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0553.degrees latitude (g = 980.6199 gals.).
 JC0553
 JC0553.The modeled gravity was interpolated from observed gravity values.
 JC0553
 JC0553;                    North         East    Units  Estimated Accuracy
 JC0553;SPC MO E     -   330,560.      246,720.      MT  (+/- 180 meters Scaled)
 JC0553
 JC0553                          SUPERSEDED SURVEY CONTROL
 JC0553
 JC0553  NGVD 29 (??/??/92)  134.926  (m)          442.67   (f) ADJ UNCH    2 0
 JC0553
 JC0553.Superseded values are not recommended for survey control.
 JC0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0553.See file dsdata.txt to determine how the superseded data were derived.
 JC0553
 JC0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC137987(NAD 83)
 JC0553_MARKER: DB = BENCH MARK DISK
 JC0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0553_STAMPING: M 149 1935
 JC0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0553+STABILITY: SURFACE MOTION
 JC0553
 JC0553  HISTORY     - Date     Condition        Report By
 JC0553  HISTORY     - 1935     MONUMENTED       CGS
 JC0553  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JC0553
 JC0553                          STATION DESCRIPTION
 JC0553
 JC0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0553'4 MI W FROM ST CHARLES.
 JC0553'4.0 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0553'ST. CHARLES, ST. CHARLES COUNTY, 100 FEET WEST OF A COUNTY-ROAD
 JC0553'CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 JC0553'AND 25 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 JC0553'DISK, STAMPED M 149 1935 AND SET IN THE TOP OF A CONCRETE POST
 JC0553'PROJECTING 6 INCHES ABOVE GROUND.
 JC0553
 JC0553                          STATION RECOVERY (1988)
 JC0553
 JC0553'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEM)
 JC0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0565 ***********************************************************************
 LD0565  DESIGNATION -  M 15
 LD0565  PID         -  LD0565
 LD0565  STATE/COUNTY-  MO/LEWIS
 LD0565  USGS QUAD   -  LEWISTOWN (1975)
 LD0565
 LD0565                         *CURRENT SURVEY CONTROL
 LD0565  ___________________________________________________________________
 LD0565* NAD 83(1986)-  40 05 06.     (N)    091 48 48.     (W)     SCALED    
 LD0565* NAVD 88     -       220.952  (meters)     724.91   (feet)  ADJUSTED  
 LD0565  ___________________________________________________________________
 LD0565  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LD0565  DYNAMIC HT  -         220.838 (meters)     724.53  (feet)  COMP
 LD0565  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 LD0565
 LD0565  VERT ORDER  -  FIRST     CLASS II
 LD0565
 LD0565.The horizontal coordinates were scaled from a topographic map and have
 LD0565.an estimated accuracy of +/- 6 seconds.
 LD0565
 LD0565.The orthometric height was determined by differential leveling
 LD0565.and adjusted by the National Geodetic Survey in June 1991..
 LD0565
 LD0565.The geoid height was determined by GEOID03.
 LD0565
 LD0565.The dynamic height is computed by dividing the NAVD 88
 LD0565.geopotential number by the normal gravity value computed on the
 LD0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0565.degrees latitude (g = 980.6199 gals.).
 LD0565
 LD0565.The modeled gravity was interpolated from observed gravity values.
 LD0565
 LD0565;                    North         East    Units  Estimated Accuracy
 LD0565;SPC MO E     -   472,710.      137,990.      MT  (+/- 180 meters Scaled)
 LD0565
 LD0565                          SUPERSEDED SURVEY CONTROL
 LD0565
 LD0565  NGVD 29 (??/??/92)  221.006  (m)          725.08   (f) ADJ UNCH    1 2
 LD0565
 LD0565.Superseded values are not recommended for survey control.
 LD0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0565.See file dsdata.txt to determine how the superseded data were derived.
 LD0565
 LD0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE011378(NAD 83)
 LD0565_MARKER: DB = BENCH MARK DISK
 LD0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0565_STAMPING: M 15 1933
 LD0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0565+STABILITY: SURFACE MOTION
 LD0565
 LD0565  HISTORY     - Date     Condition        Report By
 LD0565  HISTORY     - 1933     MONUMENTED       CGS
 LD0565  HISTORY     - 1974     GOOD             SCS
 LD0565
 LD0565                          STATION DESCRIPTION
 LD0565
 LD0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LD0565'0.2 MI SE FROM LEWISTOWN.
 LD0565'ABOUT 1/4 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0565'RAILROAD FROM THE STATION AT LEWISTOWN, LEWIS COUNTY, 100 FEET
 LD0565'SOUTH OF THE LEWISTOWN LUMBER CO. WAREHOUSE, AT A ROAD CROSSING,
 LD0565'40 FEET EAST OF THE ROAD, AND 25 FEET NORTH OF THE CENTERLINE
 LD0565'OF THE TRACK.  A STANDARD DISK, STAMPED M 15 1933 AND SET IN THE
 LD0565'TOP OF A CONCRETE POST.
 LD0565
 LD0565                          STATION RECOVERY (1974)
 LD0565
 LD0565'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1974
 LD0565'DESCRIPTION SHOULD BE CHANGED-- AT LEWISTOWN. APPROX. 300 FT. E. OF
 LD0565'BURLINGTON, NORTHERN DEPOT. APPROX. 40 FT. EAST OF MO.RT. J AND 25
 LD0565'FT. N. OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0139 ***********************************************************************
 LE0139  DESIGNATION -  M 16
 LE0139  PID         -  LE0139
 LE0139  STATE/COUNTY-  MO/ADAIR
 LE0139  USGS QUAD   -  KIRKSVILLE (1979)
 LE0139
 LE0139                         *CURRENT SURVEY CONTROL
 LE0139  ___________________________________________________________________
 LE0139* NAD 83(1997)-  40 11 43.55729(N)    092 34 59.98727(W)     ADJUSTED  
 LE0139* NAVD 88     -       299.116  (meters)     981.35   (feet)  ADJUSTED  
 LE0139  ___________________________________________________________________
 LE0139  X           -    -219,904.976 (meters)                     COMP
 LE0139  Y           -  -4,873,976.201 (meters)                     COMP
 LE0139  Z           -   4,094,757.269 (meters)                     COMP
 LE0139  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LE0139  ELLIP HEIGHT-         266.87  (meters)          (08/25/97) GPS OBS
 LE0139  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LE0139  DYNAMIC HT  -         298.957 (meters)     980.83  (feet)  COMP
 LE0139  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 LE0139
 LE0139  HORZ ORDER  -  B
 LE0139  VERT ORDER  -  FIRST     CLASS II
 LE0139  ELLP ORDER  -  FOURTH    CLASS I
 LE0139
 LE0139.The horizontal coordinates were established by GPS observations
 LE0139.and adjusted by the National Geodetic Survey in August 1997..
 LE0139
 LE0139.The orthometric height was determined by differential leveling
 LE0139.and adjusted by the National Geodetic Survey in June 1991..
 LE0139
 LE0139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0139
 LE0139.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0139
 LE0139.The ellipsoidal height was determined by GPS observations
 LE0139.and is referenced to NAD 83.
 LE0139
 LE0139.The geoid height was determined by GEOID03.
 LE0139
 LE0139.The dynamic height is computed by dividing the NAVD 88
 LE0139.geopotential number by the normal gravity value computed on the
 LE0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0139.degrees latitude (g = 980.6199 gals.).
 LE0139
 LE0139.The modeled gravity was interpolated from observed gravity values.
 LE0139
 LE0139;                    North         East     Units Scale Factor Converg.
 LE0139;SPC MO C     -   484,150.473   492,904.948   MT  0.99993395   -0 03 13.6
 LE0139;UTM  15      - 4,449,531.919   535,465.293   MT  0.99961548   +0 16 08.1
 LE0139
 LE0139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0139!SPC MO C     -   0.99995814  x   0.99993395  =   0.99989209
 LE0139!UTM  15      -   0.99995814  x   0.99961548  =   0.99957363
 LE0139
 LE0139                          SUPERSEDED SURVEY CONTROL
 LE0139
 LE0139  NAVD 88 (08/25/97)  299.12   (m)          981.4    (f) LEVELING    3  
 LE0139  NGVD 29 (??/??/92)  299.117  (m)          981.35   (f) ADJ UNCH    1 2
 LE0139
 LE0139.Superseded values are not recommended for survey control.
 LE0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0139.See file dsdata.txt to determine how the superseded data were derived.
 LE0139
 LE0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE3546549532(NAD 83)
 LE0139_MARKER: DB = BENCH MARK DISK
 LE0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0139_STAMPING: M 16 1933
 LE0139_MARK LOGO: CGS   
 LE0139_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0139+STABILITY: SURFACE MOTION
 LE0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0139+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 LE0139
 LE0139  HISTORY     - Date     Condition        Report By
 LE0139  HISTORY     - 1933     MONUMENTED       CGS
 LE0139  HISTORY     - 1935     GOOD             NGS
 LE0139  HISTORY     - 1967     MARK NOT FOUND   NGS
 LE0139  HISTORY     - 19961210 GOOD             NGS
 LE0139  HISTORY     - 19970205 GOOD             NGS
 LE0139  HISTORY     - 20030709 GOOD             MODNR
 LE0139  HISTORY     - 20060504 GOOD             MODNR
 LE0139
 LE0139                          STATION DESCRIPTION
 LE0139
 LE0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LE0139'AT KIRKSVILLE.
 LE0139'AT KIRKSVILLE, ADAIR COUNTY, IN THE NORTHEAST CORNER OF THE
 LE0139'COURTHOUSE SQUARE, 4-1/2 FEET SOUTH OF THE FLAGPOLE, AND 1 FOOT
 LE0139'INSIDE THE CURB.  A STANDARD DISK, STAMPED M 16 1933 AND SET IN
 LE0139'THE TOP OF A CONCRETE POST.
 LE0139
 LE0139                          STATION RECOVERY (1967)
 LE0139
 LE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0139'MARK NOT FOUND.
 LE0139
 LE0139                          STATION RECOVERY (1996)
 LE0139
 LE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 LE0139'THE STATION IS LOCATED IN KIRKSVILLE, MO., NEAR THE NORTHEAST CORNER
 LE0139'OF THE COURTHOUSE SQUARE, NEAR THE STREET CORNER, JUST SOUTH OF THE
 LE0139'FLAGPOLE.  OWNERSHIP--CITY OF KIRKSVILLE, COURTHOUSE, KIRKSVILLE, MO.
 LE0139'NOTE--THIS STATION IS A (FBN/CBN STATION) .  STATION IS 4.5 M (14.8
 LE0139'FT) NORTH OF THE DRIVEWAY CENTER, 1.8 M (5.9 FT) SOUTH-SOUTHEAST OF
 LE0139'THE METAL FLAGPOLE, 1.1 M (3.6 FT) WEST OF A SIDEWALK CENTER, AND THE
 LE0139'MONUMENT IS ABOUT 0.3 M (1.0 FT) ABOVE THE STREET LEVEL AND FLUSH WITH
 LE0139'THE GROUND SURFACE.  BY R.G.  HAYES
 LE0139
 LE0139                          STATION RECOVERY (1997)
 LE0139
 LE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LE0139'THE STATION IS LOCATED IN KIRKSVILLE, MO., NEAR THE NORTHEAST CORNER
 LE0139'OF THE COURTHOUSE SQUARE, JUST SOUTHEAST OF THE FLAGPOLE AND MIDWAY
 LE0139'BETWEEN A CONCRETE STREETLIGHT AND A 4-INCH IRON PIPE SUPPORTING A
 LE0139'CHAIN USED TO CLOSE OFF THE COURTHOUSE PARKING LOT.  OWNERSHIP--ADAIR
 LE0139'COUNTY COURTHOUSE, 120 WEST WASHINGTON STREET, KIRKSVILLE, MO. 63501.
 LE0139'PHONE 816-665-2552.  NOTE--COUNTY COMMISSIONERS INFORMED NGS THAT THE
 LE0139'COURTHOUSE NEED NOT BE CONTACTED PRIOR TO STATION OCCUPATION.  TO
 LE0139'REACH FROM THE NORTH JUNCTION OF U.S.  HIGHWAY 63 AND STATE HIGHWAYS
 LE0139'11 AND 6 AT THE INTERSECTION OF ILLINOIS AND BALTIMORE STREETS IN
 LE0139'KIRKSVILLE, GO SOUTH ON BALTIMORE STREET FOR TWO BLOCKS 0.1 MI (0.2
 LE0139'KM) TO THE JUNCTION OF HARRISON STREET.  TURN RIGHT AND GO WEST ON
 LE0139'HARRISON STREET FOR 0.6 MI (1.0 KM) TO THE COURTHOUSE SQUARE ON THE
 LE0139'LEFT AND THE STATION AT THE NORTHEAST CORNER.  THE STATION IS 4.5 M
 LE0139'(14.8 FT) NORTH OF THE PARKING LOT DRIVEWAY CENTER, 1.8 M (5.9 FT)
 LE0139'SOUTH-SOUTHEAST OF THE METAL FLAGPOLE, 1.1 M (3.6 FT) WEST OF A
 LE0139'SIDEWALK CENTER, AND THE MONUMENT IS ABOUT 0.3 M (1.0 FT) ABOVE THE
 LE0139'STREET LEVEL AND FLUSH WITH THE GROUND SURFACE. NOTE--FINDING AN OPEN
 LE0139'PARKING SPOT NEAR THE STATION BETWEEN 8 AM AND 5 PM WILL BE DIFFICULT
 LE0139'DUE TO NUMBERS OF PEOPLE DOING COURTHOUSE BUSINESS OR SHOPPING IN THE
 LE0139'STORES WHICH ABOUND IN THE COURTHOUSE SQUARE.  BY V.C.  PICZAK.
 LE0139
 LE0139                          STATION RECOVERY (2003)
 LE0139
 LE0139'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 LE0139'RECOVERED BUT NOT GOOD LOCATION FOR GPS.
 LE0139
 LE0139                          STATION RECOVERY (2006)
 LE0139
 LE0139'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 LE0139'RECOVERED IN GOOD CONDITION BUT MAY BE DESTROYED IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0510 ***********************************************************************
 HD0510  DESIGNATION -  M 167
 HD0510  PID         -  HD0510
 HD0510  STATE/COUNTY-  MO/POLK
 HD0510  USGS QUAD   -  BOLIVAR (1981)
 HD0510
 HD0510                         *CURRENT SURVEY CONTROL
 HD0510  ___________________________________________________________________
 HD0510* NAD 83(1986)-  37 36 49.     (N)    093 29 23.     (W)     SCALED    
 HD0510* NAVD 88     -       320.674  (meters)    1052.08   (feet)  ADJUSTED  
 HD0510  ___________________________________________________________________
 HD0510  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HD0510  DYNAMIC HT  -         320.427 (meters)    1051.27  (feet)  COMP
 HD0510  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 HD0510
 HD0510  VERT ORDER  -  SECOND    CLASS 0
 HD0510
 HD0510.The horizontal coordinates were scaled from a topographic map and have
 HD0510.an estimated accuracy of +/- 6 seconds.
 HD0510
 HD0510.The orthometric height was determined by differential leveling
 HD0510.and adjusted by the National Geodetic Survey in June 1991..
 HD0510
 HD0510.The geoid height was determined by GEOID03.
 HD0510
 HD0510.The dynamic height is computed by dividing the NAVD 88
 HD0510.geopotential number by the normal gravity value computed on the
 HD0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0510.degrees latitude (g = 980.6199 gals.).
 HD0510
 HD0510.The modeled gravity was interpolated from observed gravity values.
 HD0510
 HD0510;                    North         East    Units  Estimated Accuracy
 HD0510;SPC MO C     -   198,010.      412,620.      MT  (+/- 180 meters Scaled)
 HD0510
 HD0510                          SUPERSEDED SURVEY CONTROL
 HD0510
 HD0510.No superseded survey control is available for this station.
 HD0510
 HD0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB567630(NAD 83)
 HD0510_MARKER: DB = BENCH MARK DISK
 HD0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0510_SP_SET: CULVERT
 HD0510_STAMPING: M 167 1938
 HD0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0510
 HD0510  HISTORY     - Date     Condition        Report By
 HD0510  HISTORY     - 1938     MONUMENTED       CGS
 HD0510
 HD0510                          STATION DESCRIPTION
 HD0510
 HD0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HD0510'4.3 MI W FROM BOLIVAR.
 HD0510'4.3 MILES WEST ALONG STATE HIGHWAY 64 FROM THE COUNTY COURTHOUSE
 HD0510'AT BOLIVAR, POLK COUNTY, AT THE MIDDLE OF AN S-CURVE, AT A
 HD0510'CONCRETE BOX CULVERT, ON THE TOP OF THE WEST END OF THE SOUTH
 HD0510'CONCRETE HEADWALL, 18 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 HD0510'18 YARDS SOUTHWEST OF A 3-BY-3-FOOT STONE BLOCK AT A FENCE
 HD0510'CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 HD0510'M 167 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0090 ***********************************************************************
 HE0090  DESIGNATION -  M 168
 HE0090  PID         -  HE0090
 HE0090  STATE/COUNTY-  MO/VERNON
 HE0090  USGS QUAD   -  NEVADA (1991)
 HE0090
 HE0090                         *CURRENT SURVEY CONTROL
 HE0090  ___________________________________________________________________
 HE0090* NAD 83(1986)-  37 51 02.     (N)    094 19 16.     (W)     SCALED    
 HE0090* NAVD 88     -       259.669  (meters)     851.93   (feet)  ADJUSTED  
 HE0090  ___________________________________________________________________
 HE0090  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HE0090  DYNAMIC HT  -         259.475 (meters)     851.29  (feet)  COMP
 HE0090  MODELED GRAV-     979,876.6   (mgal)                       NAVD 88
 HE0090
 HE0090  VERT ORDER  -  SECOND    CLASS 0
 HE0090
 HE0090.The horizontal coordinates were scaled from a topographic map and have
 HE0090.an estimated accuracy of +/- 6 seconds.
 HE0090
 HE0090.The orthometric height was determined by differential leveling
 HE0090.and adjusted by the National Geodetic Survey in June 1991..
 HE0090
 HE0090.The geoid height was determined by GEOID03.
 HE0090
 HE0090.The dynamic height is computed by dividing the NAVD 88
 HE0090.geopotential number by the normal gravity value computed on the
 HE0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0090.degrees latitude (g = 980.6199 gals.).
 HE0090
 HE0090.The modeled gravity was interpolated from observed gravity values.
 HE0090
 HE0090;                    North         East    Units  Estimated Accuracy
 HE0090;SPC MO W     -   186,880.      865,740.      MT  (+/- 180 meters Scaled)
 HE0090
 HE0090                          SUPERSEDED SURVEY CONTROL
 HE0090
 HE0090  NGVD 29 (??/??/92)  259.564  (m)          851.59   (f) ADJ UNCH    2 0
 HE0090
 HE0090.Superseded values are not recommended for survey control.
 HE0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0090.See file dsdata.txt to determine how the superseded data were derived.
 HE0090
 HE0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB837900(NAD 83)
 HE0090_MARKER: DB = BENCH MARK DISK
 HE0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0090_SP_SET: CULVERT
 HE0090_STAMPING: M 168 1940
 HE0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0090
 HE0090  HISTORY     - Date     Condition        Report By
 HE0090  HISTORY     - 1940     MONUMENTED       CGS
 HE0090  HISTORY     - 1963     GOOD             NGS
 HE0090
 HE0090                          STATION DESCRIPTION
 HE0090
 HE0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0090'2.6 MI NE FROM NEVADA.
 HE0090'ABOUT 0.5 MILE EAST ALONG EAST CHERRY STREET FROM THE COURTHOUSE
 HE0090'AT NEVADA, THENCE 2.05 MILES NORTHEAST ALONG THE
 HE0090'MISSOURI-KANSAS-TEXAS RAILROAD, 7 1/2 POLES SOUTHWEST OF
 HE0090'MILEPOST 315, IN SECTION 35, T 36 N, R 31 W, 69 FEET NORTHWEST
 HE0090'OF THE CENTER LINE OF U.S. HIGHWAY 54, 18 FEET SOUTHEAST OF
 HE0090'THE SOUTHEAST RAIL, ABOUT 5 FEET BELOW THE LEVEL OF THE RAILS,
 HE0090'AND SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL
 HE0090'OF A LARGE CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0788 ***********************************************************************
 HD0788  DESIGNATION -  M 169
 HD0788  PID         -  HD0788
 HD0788  STATE/COUNTY-  MO/CEDAR
 HD0788  USGS QUAD   -  STOCKTON (1981)
 HD0788
 HD0788                         *CURRENT SURVEY CONTROL
 HD0788  ___________________________________________________________________
 HD0788* NAD 83(1986)-  37 42 03.     (N)    093 45 31.     (W)     SCALED    
 HD0788* NAVD 88     -       243.326  (meters)     798.31   (feet)  ADJUSTED  
 HD0788  ___________________________________________________________________
 HD0788  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HD0788  DYNAMIC HT  -         243.142 (meters)     797.71  (feet)  COMP
 HD0788  MODELED GRAV-     979,868.3   (mgal)                       NAVD 88
 HD0788
 HD0788  VERT ORDER  -  SECOND    CLASS 0
 HD0788
 HD0788.The horizontal coordinates were scaled from a topographic map and have
 HD0788.an estimated accuracy of +/- 6 seconds.
 HD0788
 HD0788.The orthometric height was determined by differential leveling
 HD0788.and adjusted by the National Geodetic Survey in June 1991..
 HD0788
 HD0788.The geoid height was determined by GEOID03.
 HD0788
 HD0788.The dynamic height is computed by dividing the NAVD 88
 HD0788.geopotential number by the normal gravity value computed on the
 HD0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0788.degrees latitude (g = 980.6199 gals.).
 HD0788
 HD0788.The modeled gravity was interpolated from observed gravity values.
 HD0788
 HD0788;                    North         East    Units  Estimated Accuracy
 HD0788;SPC MO W     -   170,510.      915,380.      MT  (+/- 180 meters Scaled)
 HD0788
 HD0788                          SUPERSEDED SURVEY CONTROL
 HD0788
 HD0788  NGVD 29 (??/??/92)  243.211  (m)          797.93   (f) ADJ UNCH    2 0
 HD0788
 HD0788.Superseded values are not recommended for survey control.
 HD0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0788.See file dsdata.txt to determine how the superseded data were derived.
 HD0788
 HD0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB331728(NAD 83)
 HD0788_MARKER: DB = BENCH MARK DISK
 HD0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0788_SP_SET: BRIDGE
 HD0788_STAMPING: M 169 1940
 HD0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0788
 HD0788  HISTORY     - Date     Condition        Report By
 HD0788  HISTORY     - 1940     MONUMENTED       CGS
 HD0788
 HD0788                          STATION DESCRIPTION
 HD0788
 HD0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HD0788'2.1 MI E FROM STOCKTON.
 HD0788'2.1 MILES EAST ALONG STATE HIGHWAY 64 FROM THE COUNTY COURTHOUSE
 HD0788'AT STOCKTON, CEDAR COUNTY, AT THE WEST END OF BRIDGE H 963 OVER
 HD0788'SAC RIVER, IN THE TOP OF THE NORTH HEADWALL, AND 13.5 FEET NORTH
 HD0788'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HD0788'M 169 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0291 ***********************************************************************
 LE0291  DESIGNATION -  M 17
 LE0291  PID         -  LE0291
 LE0291  STATE/COUNTY-  MO/SULLIVAN
 LE0291  USGS QUAD   -  LINDLEY (1984)
 LE0291
 LE0291                         *CURRENT SURVEY CONTROL
 LE0291  ___________________________________________________________________
 LE0291* NAD 83(1986)-  40 07 14.     (N)    093 18 05.     (W)     SCALED    
 LE0291* NAVD 88     -       269.018  (meters)     882.60   (feet)  ADJUSTED  
 LE0291  ___________________________________________________________________
 LE0291  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LE0291  DYNAMIC HT  -         268.874 (meters)     882.13  (feet)  COMP
 LE0291  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 LE0291
 LE0291  VERT ORDER  -  FIRST     CLASS II
 LE0291
 LE0291.The horizontal coordinates were scaled from a topographic map and have
 LE0291.an estimated accuracy of +/- 6 seconds.
 LE0291
 LE0291.The orthometric height was determined by differential leveling
 LE0291.and adjusted by the National Geodetic Survey in June 1991..
 LE0291
 LE0291.The geoid height was determined by GEOID03.
 LE0291
 LE0291.The dynamic height is computed by dividing the NAVD 88
 LE0291.geopotential number by the normal gravity value computed on the
 LE0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0291.degrees latitude (g = 980.6199 gals.).
 LE0291
 LE0291.The modeled gravity was interpolated from observed gravity values.
 LE0291
 LE0291;                    North         East    Units  Estimated Accuracy
 LE0291;SPC MO C     -   476,140.      431,690.      MT  (+/- 180 meters Scaled)
 LE0291
 LE0291                          SUPERSEDED SURVEY CONTROL
 LE0291
 LE0291  NGVD 29 (??/??/92)  268.991  (m)          882.51   (f) ADJ UNCH    1 2
 LE0291
 LE0291.Superseded values are not recommended for survey control.
 LE0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0291.See file dsdata.txt to determine how the superseded data were derived.
 LE0291
 LE0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE743411(NAD 83)
 LE0291_MARKER: DB = BENCH MARK DISK
 LE0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0291_STAMPING: M 17 1933
 LE0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0291+STABILITY: SURFACE MOTION
 LE0291
 LE0291  HISTORY     - Date     Condition        Report By
 LE0291  HISTORY     - 1933     MONUMENTED       CGS
 LE0291  HISTORY     - 1966     GOOD             NGS
 LE0291
 LE0291                          STATION DESCRIPTION
 LE0291
 LE0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LE0291'1 MI E FROM HUMPHREYS.
 LE0291'THE MARK IS 48 FEET NORTH OF THE CENTER OF A WIRE GATE AND
 LE0291'OLD TRACK BED, 28 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 LE0291'3 FEET WEST OF A METAL WITNESS POST SET IN A NORTH-SOUTH FENCE,
 LE0291'AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0411 ***********************************************************************
 GE0411  DESIGNATION -  M 171
 GE0411  PID         -  GE0411
 GE0411  STATE/COUNTY-  MO/RIPLEY
 GE0411  USGS QUAD   -  NAYLOR (1979)
 GE0411
 GE0411                         *CURRENT SURVEY CONTROL
 GE0411  ___________________________________________________________________
 GE0411* NAD 83(1986)-  36 34 18.     (N)    090 34 44.     (W)     SCALED    
 GE0411* NAVD 88     -        90.730  (meters)     297.67   (feet)  ADJUSTED  
 GE0411  ___________________________________________________________________
 GE0411  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 GE0411  DYNAMIC HT  -          90.657 (meters)     297.43  (feet)  COMP
 GE0411  MODELED GRAV-     979,820.9   (mgal)                       NAVD 88
 GE0411
 GE0411  VERT ORDER  -  FIRST     CLASS II
 GE0411
 GE0411.The horizontal coordinates were scaled from a topographic map and have
 GE0411.an estimated accuracy of +/- 6 seconds.
 GE0411
 GE0411.The orthometric height was determined by differential leveling
 GE0411.and adjusted by the National Geodetic Survey in June 1991..
 GE0411
 GE0411.The geoid height was determined by GEOID03.
 GE0411
 GE0411.The dynamic height is computed by dividing the NAVD 88
 GE0411.geopotential number by the normal gravity value computed on the
 GE0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0411.degrees latitude (g = 980.6199 gals.).
 GE0411
 GE0411.The modeled gravity was interpolated from observed gravity values.
 GE0411
 GE0411;                    North         East    Units  Estimated Accuracy
 GE0411;SPC MO E     -    81,930.      242,940.      MT  (+/- 180 meters Scaled)
 GE0411
 GE0411                          SUPERSEDED SURVEY CONTROL
 GE0411
 GE0411  NGVD 29 (??/??/92)   90.716  (m)          297.62   (f) ADJ UNCH    1 2
 GE0411
 GE0411.Superseded values are not recommended for survey control.
 GE0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0411.See file dsdata.txt to determine how the superseded data were derived.
 GE0411
 GE0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA166500(NAD 83)
 GE0411_MARKER: DB = BENCH MARK DISK
 GE0411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GE0411_STAMPING: M 171 1956
 GE0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0411
 GE0411  HISTORY     - Date     Condition        Report By
 GE0411  HISTORY     - 1956     MONUMENTED       CGS
 GE0411  HISTORY     - 1976     MARK NOT FOUND   USGS
 GE0411
 GE0411                          STATION DESCRIPTION
 GE0411
 GE0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0411'1.6 MI E FROM NAYLOR.
 GE0411'ABOUT 1.55 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GE0411'THE STATION AT NAYLOR, ABOUT 0.3 MILE WEST OF THE BUTLER-RIPLEY
 GE0411'COUNTY LINE, ABOUT 9 TELEPHONE POLES EAST OF MILE POLE 185,
 GE0411'ABOUT 7 TELEPHONE POLES WEST OF RAILROAD TRESTLE NO. 184.4, 46 3/4
 GE0411'FEET NORTH OF NORTH RAIL, 109 FEET EAST OF A TRIANGULAR BLAZED
 GE0411'24-INCH OAK TREE WHICH IS IN FENCE LINE, 106 FEET WEST OF A
 GE0411'TRIANGULAR BLAZED 14-INCH ELM TREE, 62 FEET NORTHWEST OF TELEPHONE
 GE0411'POLE NO. 184/21, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET WEST OF A
 GE0411'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK
 GE0411'AND IS A DISK ON TOP OF A 2-INCH IRON PIPE PROJECTING 6 INCHES.
 GE0411
 GE0411                          STATION RECOVERY (1976)
 GE0411
 GE0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GE0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0473 ***********************************************************************
 JC0473  DESIGNATION -  M 173
 JC0473  PID         -  JC0473
 JC0473  STATE/COUNTY-  MO/FRANKLIN
 JC0473  USGS QUAD   -  MOSELLE (1980)
 JC0473
 JC0473                         *CURRENT SURVEY CONTROL
 JC0473  ___________________________________________________________________
 JC0473* NAD 83(1986)-  38 26 56.     (N)    090 59 18.     (W)     SCALED    
 JC0473* NAVD 88     -       168.066  (meters)     551.40   (feet)  ADJUSTED  
 JC0473  ___________________________________________________________________
 JC0473  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JC0473  DYNAMIC HT  -         167.956 (meters)     551.04  (feet)  COMP
 JC0473  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 JC0473
 JC0473  VERT ORDER  -  SECOND    CLASS 0
 JC0473
 JC0473.The horizontal coordinates were scaled from a topographic map and have
 JC0473.an estimated accuracy of +/- 6 seconds.
 JC0473
 JC0473.The orthometric height was determined by differential leveling
 JC0473.and adjusted by the National Geodetic Survey in June 1991..
 JC0473
 JC0473.The geoid height was determined by GEOID03.
 JC0473
 JC0473.The dynamic height is computed by dividing the NAVD 88
 JC0473.geopotential number by the normal gravity value computed on the
 JC0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0473.degrees latitude (g = 980.6199 gals.).
 JC0473
 JC0473.The modeled gravity was interpolated from observed gravity values.
 JC0473
 JC0473;                    North         East    Units  Estimated Accuracy
 JC0473;SPC MO E     -   290,370.      207,370.      MT  (+/- 180 meters Scaled)
 JC0473
 JC0473                          SUPERSEDED SURVEY CONTROL
 JC0473
 JC0473  NGVD 29 (??/??/92)  168.118  (m)          551.57   (f) ADJ UNCH    2 0
 JC0473
 JC0473.Superseded values are not recommended for survey control.
 JC0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0473.See file dsdata.txt to determine how the superseded data were derived.
 JC0473
 JC0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC755575(NAD 83)
 JC0473_MARKER: DB = BENCH MARK DISK
 JC0473_SETTING: 66 = SET IN ROCK OUTCROP
 JC0473_SP_SET: ROCK LEDGE
 JC0473_STAMPING: M 173 1940
 JC0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0473+STABILITY: POSITION/ELEVATION WELL
 JC0473
 JC0473  HISTORY     - Date     Condition        Report By
 JC0473  HISTORY     - 1940     MONUMENTED       CGS
 JC0473
 JC0473                          STATION DESCRIPTION
 JC0473
 JC0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JC0473'1.2 MI E FROM UNION.
 JC0473'1.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JC0473'FROM THE STATION AT UNION, FRANKLIN COUNTY, 9 POLES WEST OF MILEPOST
 JC0473'58, 51.3 FEET NORTHEAST OF A WHISTLE POST.  40.7 FEET NORTH OF THE
 JC0473'NORTH RAIL, IN THE TOP OF A LIMESTONE LEDGE, 3.9 FEET WEST OF A
 JC0473'WHITE WOODEN WITNESS POST, AND 3 FEET HIGHER THAN THE TRACK.  A
 JC0473'STANDARD DISK, STAMPED M 173 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0720 ***********************************************************************
 HC0720  DESIGNATION -  M 174
 HC0720  PID         -  HC0720
 HC0720  STATE/COUNTY-  MO/WAYNE
 HC0720  USGS QUAD   -  GREENVILLE SW (1966)
 HC0720
 HC0720                         *CURRENT SURVEY CONTROL
 HC0720  ___________________________________________________________________
 HC0720* NAD 83(1986)-  37 00 45.     (N)    090 27 59.     (W)     SCALED    
 HC0720* NAVD 88     -       173.814  (meters)     570.25   (feet)  ADJUSTED  
 HC0720  ___________________________________________________________________
 HC0720  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HC0720  DYNAMIC HT  -         173.676 (meters)     569.80  (feet)  COMP
 HC0720  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 HC0720
 HC0720  VERT ORDER  -  SECOND    CLASS 0
 HC0720
 HC0720.The horizontal coordinates were scaled from a topographic map and have
 HC0720.an estimated accuracy of +/- 6 seconds.
 HC0720
 HC0720.The orthometric height was determined by differential leveling
 HC0720.and adjusted by the National Geodetic Survey in June 1991..
 HC0720
 HC0720.The geoid height was determined by GEOID03.
 HC0720
 HC0720.The dynamic height is computed by dividing the NAVD 88
 HC0720.geopotential number by the normal gravity value computed on the
 HC0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0720.degrees latitude (g = 980.6199 gals.).
 HC0720
 HC0720.The modeled gravity was interpolated from observed gravity values.
 HC0720
 HC0720;                    North         East    Units  Estimated Accuracy
 HC0720;SPC MO E     -   130,840.      252,990.      MT  (+/- 180 meters Scaled)
 HC0720
 HC0720                          SUPERSEDED SURVEY CONTROL
 HC0720
 HC0720  NGVD 29 (??/??/92)  173.857  (m)          570.40   (f) ADJ UNCH    2 0
 HC0720
 HC0720.Superseded values are not recommended for survey control.
 HC0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0720.See file dsdata.txt to determine how the superseded data were derived.
 HC0720
 HC0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA254992(NAD 83)
 HC0720_MARKER: DB = BENCH MARK DISK
 HC0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0720_STAMPING: M 174 1945
 HC0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0720+STABILITY: SURFACE MOTION
 HC0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0720+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 HC0720
 HC0720  HISTORY     - Date     Condition        Report By
 HC0720  HISTORY     - 1945     MONUMENTED       CGS
 HC0720  HISTORY     - 20020503 GOOD             USACE
 HC0720  HISTORY     - 20050419 GOOD             MODNR
 HC0720
 HC0720                          STATION DESCRIPTION
 HC0720
 HC0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HC0720'1.4 MI N FROM TASKEE STATION.
 HC0720'1.4 MILES NORTH ALONG U.S. HIGHWAY 67 FROM THE VILLAGE OF
 HC0720'TASKEE STATION, WAYNE COUNTY, 0.2 MILE SOUTH OF TWO MAILBOXES
 HC0720'SET IN AN OIL DRUM, AT A ROAD INTERSECTION, 38 FEET WEST OF THE
 HC0720'CENTERLINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTERLINE OF THE
 HC0720'CROSS ROAD, AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 HC0720'STANDARD DISK, STAMPED M 174 1945 AND SET IN THE TOP OF A
 HC0720'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THIS
 HC0720'MARK IS ALSO 10.4 MILES SOUTH OF GREENVILLE AND IS ON THE NEW
 HC0720'HIGHWAY.
 HC0720
 HC0720                          STATION RECOVERY (2002)
 HC0720
 HC0720'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HC0720'RECOVERED IN GOOD CONDITION.
 HC0720
 HC0720                          STATION RECOVERY (2005)
 HC0720
 HC0720'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (MJC)
 HC0720'NEW TO REACH AND DESCRIPTION.
 HC0720'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 67 AND
 HC0720'MISSOURI HIGHWAY 49, NORTH OF POPLAR BLUFF, MO GO NORTH ON HIGHWAY 67
 HC0720'FOR 3.7 MILES TO THE T-JUNCTION WITH COUNTY ROAD 406 ON THE LEFT.
 HC0720'TURN LEFT ON ROAD 406 AND GO WEST FOR 0.65 MILE TO THE INTERSECTION
 HC0720'WITH COUNTY ROAD 403.
 HC0720'TURN RIGHT ON ROAD 403 AND GO NORTH FOR 1.3 MILES TO THE T-JUNCTION
 HC0720'WITH A PRIVATE GRAVEL ROAD TO THE LEFT AND THE MARK AS DESCRIBED.
 HC0720'MARK IS 1.0 FOOT NORTHEAST OF CARSONITE WITNESS POST, 45 FEET
 HC0720'SOUTHWEST OF THE CENTER OF COUNTY ROAD 403 AND 30 FEET NORTHWEST OF
 HC0720'THE CENTER OF PRIVATE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5271 ***********************************************************************
 DG5271  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5271  DESIGNATION -  M 174X
 DG5271  PID         -  DG5271
 DG5271  STATE/COUNTY-  MO/WAYNE
 DG5271  USGS QUAD   -  GREENVILLE SW (1966)
 DG5271
 DG5271                         *CURRENT SURVEY CONTROL
 DG5271  ___________________________________________________________________
 DG5271* NAD 83(1997)-  37 00 43.91853(N)    090 28 00.40981(W)     ADJUSTED  
 DG5271* NAVD 88     -       172.89   (meters)     567.2    (feet)  GPS OBS   
 DG5271  ___________________________________________________________________
 DG5271  X           -     -41,542.748 (meters)                     COMP
 DG5271  Y           -  -5,099,123.570 (meters)                     COMP
 DG5271  Z           -   3,818,560.712 (meters)                     COMP
 DG5271  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 DG5271  ELLIP HEIGHT-         143.49  (meters)          (04/05/04) GPS OBS
 DG5271  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DG5271
 DG5271  HORZ ORDER  -  B
 DG5271  ELLP ORDER  -  FOURTH    CLASS II
 DG5271
 DG5271.The horizontal coordinates were established by GPS observations
 DG5271.and adjusted by the National Geodetic Survey in April 2004..
 DG5271
 DG5271.The orthometric height was determined by GPS observations and a
 DG5271.high-resolution geoid model using precise GPS observation and
 DG5271.processing techniques. It supersedes the leveled height previously
 DG5271.determined for this station.
 DG5271
 DG5271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5271
 DG5271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5271
 DG5271.The ellipsoidal height was determined by GPS observations
 DG5271.and is referenced to NAD 83.
 DG5271
 DG5271.The geoid height was determined by GEOID03.
 DG5271
 DG5271;                    North         East     Units Scale Factor Converg.
 DG5271;SPC MO E     -   130,806.892   252,956.253   MT  0.99993344   +0 01 12.0
 DG5271;UTM  15      - 4,099,226.147   725,380.287   MT  1.00022580   +1 31 32.2
 DG5271
 DG5271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5271!SPC MO E     -   0.99997748  x   0.99993344  =   0.99991092
 DG5271!UTM  15      -   0.99997748  x   1.00022580  =   1.00020328
 DG5271
 DG5271                          SUPERSEDED SURVEY CONTROL
 DG5271
 DG5271  NAVD 88 (04/05/04)  172.84   (m)          567.1    (f) LEVELING    3  
 DG5271
 DG5271.Superseded values are not recommended for survey control.
 DG5271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5271.See file dsdata.txt to determine how the superseded data were derived.
 DG5271
 DG5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2538099226(NAD 83)
 DG5271_MARKER: F = FLANGE-ENCASED ROD
 DG5271_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5271+WITH SETTING: INFORMATION.
 DG5271_STAMPING: M 174X 2002
 DG5271_MARK LOGO: USACE 
 DG5271_PROJECTION: RECESSED 8 CENTIMETERS
 DG5271_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5271+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 DG5271_ROD/PIPE-DEPTH:  2.1 meters
 DG5271
 DG5271  HISTORY     - Date     Condition        Report By
 DG5271  HISTORY     - 20020609 MONUMENTED       EMCINC
 DG5271  HISTORY     - 20050419 GOOD             MODNR
 DG5271
 DG5271                          STATION DESCRIPTION
 DG5271
 DG5271'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5271'THE MARK IS LOCATED 17.0 KILOMETERS (10.5 MILES) NORTH OF POPLAR
 DG5271'BLUFF, MISSOURI AND 8.1 KILOMETERS (5.0 MILES) NORTHEAST OF
 DG5271'WILLIAMSVILLE, MISSOURI.TO REACH THE MARK FROM THE INTERSECTION OF
 DG5271'U.S. HIGHWAY 67 AND STATE ROAD 49 NORTH OF POPLAR BLUFF, MISSOURI,
 DG5271'PROCEED NORTH ON U.S. 67, 6.0 KILOMETERS (3.7 MILES) TO COUNTY ROAD
 DG5271'406 ON THE LEFT. THENCE WEST ON COUNTY ROAD 406, 1.05 KILOMETERS (0.65
 DG5271'MILES) TO THE INTERSECTION WITH COUNTY ROAD 403 ON THE RIGHT. THENCE
 DG5271'2.1 KILOMETERS (1.3 MILES) NORTH ON COUNTY ROAD 403 TO A PRIVATE
 DG5271'GRAVEL ROAD ON THE LEFT. THENCE 37.0 METERS (120.0 FEET) SOUTHWEST ON
 DG5271'THE GRAVEL ROAD TO THE MARK ON THE RIGHT.THE MARK IS 45.6 METERS
 DG5271'(149.6 FEET) SOUTHWEST OF THE CENTER OF COUNTY ROAD 403, 31.9 METERS
 DG5271'(104.6 FEET) SOUTHWEST OF BENCHMARK M 174, 12.9 METERS (42.3 FEET)
 DG5271'NORTHWEST OF THE CENTER OF A PRIVATE GRAVEL ROAD AND 1.0 METERS (3.3
 DG5271'FEET) SOUTHEAST OF A CARSONITE WITNESS POST.THE MARK IS A MEMPHIS
 DG5271'DISTRICT CORPS OF ENGINEERS ALUMINUM CAP ON AN ALUMINUM ROD, RECESSED
 DG5271'0.1 METERS (0.3 FEET) BELOW GROUND.
 DG5271' 
 DG5271'
 DG5271
 DG5271                          STATION RECOVERY (2005)
 DG5271
 DG5271'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (MJC)
 DG5271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0776 ***********************************************************************
 JE0776  DESIGNATION -  M 175
 JE0776  PID         -  JE0776
 JE0776  STATE/COUNTY-  MO/BATES
 JE0776  USGS QUAD   -  WORLAND (1991)
 JE0776
 JE0776                         *CURRENT SURVEY CONTROL
 JE0776  ___________________________________________________________________
 JE0776* NAD 83(1986)-  38 13 18.     (N)    094 31 28.     (W)     SCALED    
 JE0776* NAVD 88     -       236.359  (meters)     775.45   (feet)  ADJUSTED  
 JE0776  ___________________________________________________________________
 JE0776  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JE0776  DYNAMIC HT  -         236.190 (meters)     774.90  (feet)  COMP
 JE0776  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 JE0776
 JE0776  VERT ORDER  -  SECOND    CLASS 0
 JE0776
 JE0776.The horizontal coordinates were scaled from a topographic map and have
 JE0776.an estimated accuracy of +/- 6 seconds.
 JE0776
 JE0776.The orthometric height was determined by differential leveling
 JE0776.and adjusted by the National Geodetic Survey in June 1991..
 JE0776
 JE0776.The geoid height was determined by GEOID03.
 JE0776
 JE0776.The dynamic height is computed by dividing the NAVD 88
 JE0776.geopotential number by the normal gravity value computed on the
 JE0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0776.degrees latitude (g = 980.6199 gals.).
 JE0776
 JE0776.The modeled gravity was interpolated from observed gravity values.
 JE0776
 JE0776;                    North         East    Units  Estimated Accuracy
 JE0776;SPC MO W     -   228,050.      847,860.      MT  (+/- 180 meters Scaled)
 JE0776
 JE0776                          SUPERSEDED SURVEY CONTROL
 JE0776
 JE0776  NGVD 29 (??/??/92)  236.19   (m)          774.9    (f) COMPUTED    2 0
 JE0776
 JE0776.Superseded values are not recommended for survey control.
 JE0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0776.See file dsdata.txt to determine how the superseded data were derived.
 JE0776
 JE0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC665315(NAD 83)
 JE0776_MARKER: DB = BENCH MARK DISK
 JE0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0776_SP_SET: BRIDGE
 JE0776_STAMPING: M 175 1945
 JE0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0776
 JE0776  HISTORY     - Date     Condition        Report By
 JE0776  HISTORY     - 1945     MONUMENTED       CGS
 JE0776  HISTORY     - 1963     MARK NOT FOUND   NGS
 JE0776
 JE0776                          STATION DESCRIPTION
 JE0776
 JE0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0776'5.2 MI NW FROM FOSTER.
 JE0776'1.2 MILES WEST ALONG THE MAIN TRACK OF THE MISSOURI PACIFIC
 JE0776'RAILROAD FROM THE STATION AT FOSTER, TO A GRAVEL ROAD CROSSING
 JE0776'(THIS POINT IS 45 YARDS SOUTH OF THE INTERSECTION OF TWO GRAVEL
 JE0776'ROADS AND 0.1 MILE EAST OF ANOTHER CROSSING), THENCE 1.7 MILES
 JE0776'NORTH ALONG A GRAVEL ROAD, 0.2 MILE WEST AND 1.6 MILES NORTH
 JE0776'ALONG ANOTHER ROAD TO THE OSAGE RIVER BANK, AND THENCE 0.5 MILE
 JE0776'EAST ALONG THE RIVER, AT A STEEL BRIDGE OVER OSAGE RIVER, IN THE
 JE0776'TOP OF THE NORTHWEST END OF THE SOUTHWEST STONE ABUTMENT, 9.4
 JE0776'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT LOWER THAN
 JE0776'THE ROAD.  NOTE-- A NEW BRIDGE OVER THE OSAGE RIVER HAS BEEN
 JE0776'CONSTRUCTED ABOUT 100 YARDS SOUTH OF THE LOCATION OF THE OLD
 JE0776'BRIDGE.  THE STONE ABUTMENTS OF THE OLD BRIDGE ARE NOW TURNED
 JE0776'OVER AND LAYING IN THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0869 ***********************************************************************
 HD0869  DESIGNATION -  M 176
 HD0869  PID         -  HD0869
 HD0869  STATE/COUNTY-  MO/ST CLAIR
 HD0869  USGS QUAD   -  ROSCOE (1991)
 HD0869
 HD0869                         *CURRENT SURVEY CONTROL
 HD0869  ___________________________________________________________________
 HD0869* NAD 83(1986)-  37 58 55.     (N)    093 45 43.     (W)     SCALED    
 HD0869* NAVD 88     -       226.095  (meters)     741.78   (feet)  ADJUSTED  
 HD0869  ___________________________________________________________________
 HD0869  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HD0869  DYNAMIC HT  -         225.927 (meters)     741.23  (feet)  COMP
 HD0869  MODELED GRAV-     979,883.3   (mgal)                       NAVD 88
 HD0869
 HD0869  VERT ORDER  -  SECOND    CLASS 0
 HD0869
 HD0869.The horizontal coordinates were scaled from a topographic map and have
 HD0869.an estimated accuracy of +/- 6 seconds.
 HD0869
 HD0869.The orthometric height was determined by differential leveling
 HD0869.and adjusted by the National Geodetic Survey in June 1991..
 HD0869
 HD0869.The geoid height was determined by GEOID03.
 HD0869
 HD0869.The dynamic height is computed by dividing the NAVD 88
 HD0869.geopotential number by the normal gravity value computed on the
 HD0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0869.degrees latitude (g = 980.6199 gals.).
 HD0869
 HD0869.The modeled gravity was interpolated from observed gravity values.
 HD0869
 HD0869;                    North         East    Units  Estimated Accuracy
 HD0869;SPC MO W     -   201,700.      914,840.      MT  (+/- 180 meters Scaled)
 HD0869
 HD0869                          SUPERSEDED SURVEY CONTROL
 HD0869
 HD0869  NGVD 29 (??/??/92)  225.979  (m)          741.40   (f) ADJ UNCH    2 0
 HD0869
 HD0869.Superseded values are not recommended for survey control.
 HD0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0869.See file dsdata.txt to determine how the superseded data were derived.
 HD0869
 HD0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC330040(NAD 83)
 HD0869_MARKER: DB = BENCH MARK DISK
 HD0869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0869_SP_SET: CULVERT
 HD0869_STAMPING: M 176 1945
 HD0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0869
 HD0869  HISTORY     - Date     Condition        Report By
 HD0869  HISTORY     - 1945     MONUMENTED       CGS
 HD0869  HISTORY     - 1962     GOOD             NGS
 HD0869  HISTORY     - 1974     POOR             DOD
 HD0869  HISTORY     - 1974     POOR             DOD
 HD0869
 HD0869                          STATION DESCRIPTION
 HD0869
 HD0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0869'2.8 MI NE FROM ROSCOE.
 HD0869'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE JUNCTION
 HD0869'OF STATE HIGHWAY 82 AND COUNTY ROAD E AT ROSCOE, 17 FEET
 HD0869'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 HD0869'AND 1.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST
 HD0869'CONCRETE HEADWALL OF A CONCRETE CULVERT, 45 YARDS SOUTHWEST
 HD0869'OF A SMALL ROAD LEADING TO SOME DESERTED FARM BUILDINGS, AND
 HD0869'ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 HD0869
 HD0869                          STATION RECOVERY (1974)
 HD0869
 HD0869'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 HD0869'MARK RECOVERED IN POOR CONDITION.
 HD0869
 HD0869                          STATION RECOVERY (1974)
 HD0869
 HD0869'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1974
 HD0869'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1576 ***********************************************************************
 JD1576  DESIGNATION -  M 177
 JD1576  PID         -  JD1576
 JD1576  STATE/COUNTY-  MO/ST CLAIR
 JD1576  USGS QUAD   -  LOWRY CITY (1991)
 JD1576
 JD1576                         *CURRENT SURVEY CONTROL
 JD1576  ___________________________________________________________________
 JD1576* NAD 83(1986)-  38 09 04.     (N)    093 42 23.     (W)     SCALED    
 JD1576* NAVD 88     -       254.596  (meters)     835.29   (feet)  ADJUSTED  
 JD1576  ___________________________________________________________________
 JD1576  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JD1576  DYNAMIC HT  -         254.413 (meters)     834.69  (feet)  COMP
 JD1576  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 JD1576
 JD1576  VERT ORDER  -  SECOND    CLASS 0
 JD1576
 JD1576.The horizontal coordinates were scaled from a topographic map and have
 JD1576.an estimated accuracy of +/- 6 seconds.
 JD1576
 JD1576.The orthometric height was determined by differential leveling
 JD1576.and adjusted by the National Geodetic Survey in June 1991..
 JD1576
 JD1576.The geoid height was determined by GEOID03.
 JD1576
 JD1576.The dynamic height is computed by dividing the NAVD 88
 JD1576.geopotential number by the normal gravity value computed on the
 JD1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1576.degrees latitude (g = 980.6199 gals.).
 JD1576
 JD1576.The modeled gravity was interpolated from observed gravity values.
 JD1576
 JD1576;                    North         East    Units  Estimated Accuracy
 JD1576;SPC MO W     -   220,520.      919,560.      MT  (+/- 180 meters Scaled)
 JD1576
 JD1576                          SUPERSEDED SURVEY CONTROL
 JD1576
 JD1576  NGVD 29 (??/??/92)  254.478  (m)          834.90   (f) ADJ UNCH    2 0
 JD1576
 JD1576.Superseded values are not recommended for survey control.
 JD1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1576.See file dsdata.txt to determine how the superseded data were derived.
 JD1576
 JD1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC381228(NAD 83)
 JD1576_MARKER: DB = BENCH MARK DISK
 JD1576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1576_SP_SET: CULVERT
 JD1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1576
 JD1576  HISTORY     - Date     Condition        Report By
 JD1576  HISTORY     - UNK      MONUMENTED       CGS
 JD1576  HISTORY     - 1945     GOOD             NGS
 JD1576
 JD1576                          STATION DESCRIPTION
 JD1576
 JD1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JD1576'1.9 MI NE FROM LOWRY CITY.
 JD1576'FROM LOWRY CITY NORTH 1.0 MILE ALONG HIGHWAY 13 TO ITS JUNCTION
 JD1576'WITH ST. CLAIR COUNTY ROUTES A AND C, 0.9 MILES EAST ALONG
 JD1576'ROUTE C TO A 5 FOOT CONCRETE CULVERT, 90 YARDS EAST OF A FARM
 JD1576'HOUSE ON THE SOUTH SIDE OF THE ROAD.  A BRONZE DISK SET IN THE
 JD1576'TOP AND CENTER OF THE NORTH HEAD WALL, 14.5 FEET NORTH AND ABOUT
 JD1576'6 INCHES LOWER THAN THE CENTERLINE OF ROUTE C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0607 ***********************************************************************
 HD0607  DESIGNATION -  M 178
 HD0607  PID         -  HD0607
 HD0607  STATE/COUNTY-  MO/POLK
 HD0607  USGS QUAD   -  CLIQUOT (1981)
 HD0607
 HD0607                         *CURRENT SURVEY CONTROL
 HD0607  ___________________________________________________________________
 HD0607* NAD 83(1986)-  37 44 20.     (N)    093 23 39.     (W)     SCALED    
 HD0607* NAVD 88     -       302.702  (meters)     993.11   (feet)  ADJUSTED  
 HD0607  ___________________________________________________________________
 HD0607  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HD0607  DYNAMIC HT  -         302.475 (meters)     992.37  (feet)  COMP
 HD0607  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 HD0607
 HD0607  VERT ORDER  -  SECOND    CLASS 0
 HD0607
 HD0607.The horizontal coordinates were scaled from a topographic map and have
 HD0607.an estimated accuracy of +/- 6 seconds.
 HD0607
 HD0607.The orthometric height was determined by differential leveling
 HD0607.and adjusted by the National Geodetic Survey in June 1991..
 HD0607
 HD0607.The geoid height was determined by GEOID03.
 HD0607
 HD0607.The dynamic height is computed by dividing the NAVD 88
 HD0607.geopotential number by the normal gravity value computed on the
 HD0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0607.degrees latitude (g = 980.6199 gals.).
 HD0607
 HD0607.The modeled gravity was interpolated from observed gravity values.
 HD0607
 HD0607;                    North         East    Units  Estimated Accuracy
 HD0607;SPC MO C     -   211,830.      421,190.      MT  (+/- 180 meters Scaled)
 HD0607
 HD0607                          SUPERSEDED SURVEY CONTROL
 HD0607
 HD0607  NGVD 29 (??/??/92)  302.591  (m)          992.75   (f) ADJ UNCH    2 0
 HD0607
 HD0607.Superseded values are not recommended for survey control.
 HD0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0607.See file dsdata.txt to determine how the superseded data were derived.
 HD0607
 HD0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB652769(NAD 83)
 HD0607_MARKER: DB = BENCH MARK DISK
 HD0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0607_STAMPING: M 178 1945
 HD0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0607+STABILITY: SURFACE MOTION
 HD0607
 HD0607  HISTORY     - Date     Condition        Report By
 HD0607  HISTORY     - 1945     MONUMENTED       CGS
 HD0607  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HD0607
 HD0607                          STATION DESCRIPTION
 HD0607
 HD0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0607'11.7 MI N FROM BOLIVAR.
 HD0607'0.7 MILE EAST FROM THE COUNTY COURTHOUSE AT BOLIVAR, POLK
 HD0607'COUNTY, ALONG STATE HIGHWAY NO. 64, THENCE 7.7 MILES NORTH
 HD0607'ALONG COUNTY HIGHWAY D, 3.3 MILES NORTHWEST ALONG THE HURON-RONDO
 HD0607'ROAD TO SITE OF MARK, AT THE INTERSECTION OF THE HURON-RONDO
 HD0607'ROAD AND A DIRT T-ROAD LEADING NORTH, 26.3 FEET SOUTH AND LEVEL
 HD0607'WITH THE CENTERLINE OF THE ROAD, 42.0 FEET WEST OF THE EXTENDED
 HD0607'CENTERLINE OF THE T-ROAD, 6.0 FEET WEST OF A NORTH AND SOUTH
 HD0607'FENCE LINE, 1.0 FOOT NORTH OF AN EAST AND WEST FENCE AND 1.0
 HD0607'FOOT EAST OF A 4-BY-4 INCH MARKER POST.  A BRONZE DISK, STAMPED
 HD0607'M 178 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 HD0607'INCHES ABOVE GROUND.
 HD0607
 HD0607                          STATION RECOVERY (1988)
 HD0607
 HD0607'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBD)
 HD0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0578 ***********************************************************************
 HD0578  DESIGNATION -  M 179
 HD0578  PID         -  HD0578
 HD0578  STATE/COUNTY-  MO/HICKORY
 HD0578  USGS QUAD   -  HERMITAGE (1982)
 HD0578
 HD0578                         *CURRENT SURVEY CONTROL
 HD0578  ___________________________________________________________________
 HD0578* NAD 83(1986)-  37 56 53.     (N)    093 21 50.     (W)     SCALED    
 HD0578* NAVD 88     -       270.668  (meters)     888.02   (feet)  ADJUSTED  
 HD0578  ___________________________________________________________________
 HD0578  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HD0578  DYNAMIC HT  -         270.467 (meters)     887.36  (feet)  COMP
 HD0578  MODELED GRAV-     979,881.9   (mgal)                       NAVD 88
 HD0578
 HD0578  VERT ORDER  -  SECOND    CLASS 0
 HD0578
 HD0578.The horizontal coordinates were scaled from a topographic map and have
 HD0578.an estimated accuracy of +/- 6 seconds.
 HD0578
 HD0578.The orthometric height was determined by differential leveling
 HD0578.and adjusted by the National Geodetic Survey in June 1991..
 HD0578
 HD0578.The geoid height was determined by GEOID03.
 HD0578
 HD0578.The dynamic height is computed by dividing the NAVD 88
 HD0578.geopotential number by the normal gravity value computed on the
 HD0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0578.degrees latitude (g = 980.6199 gals.).
 HD0578
 HD0578.The modeled gravity was interpolated from observed gravity values.
 HD0578
 HD0578;                    North         East    Units  Estimated Accuracy
 HD0578;SPC MO C     -   235,020.      424,070.      MT  (+/- 180 meters Scaled)
 HD0578
 HD0578                          SUPERSEDED SURVEY CONTROL
 HD0578
 HD0578  NGVD 29 (??/??/92)  270.554  (m)          887.64   (f) ADJ UNCH    2 0
 HD0578
 HD0578.Superseded values are not recommended for survey control.
 HD0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0578.See file dsdata.txt to determine how the superseded data were derived.
 HD0578
 HD0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC680001(NAD 83)
 HD0578_MARKER: DB = BENCH MARK DISK
 HD0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0578_SP_SET: CULVERT
 HD0578_STAMPING: M 179 1945
 HD0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0578
 HD0578  HISTORY     - Date     Condition        Report By
 HD0578  HISTORY     - 1945     MONUMENTED       CGS
 HD0578
 HD0578                          STATION DESCRIPTION
 HD0578
 HD0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0578'3.1 MI W FROM HERMITAGE.
 HD0578'0.1 MILE NORTH ALONG A PAVED STREET FROM THE COURT HOUSE AT
 HD0578'HERMITAGE, HICKORY COUNTY, THENCE 3.0 MILES WEST ALONG U.S.
 HD0578'HIGHWAY NO. 54 TO SITE OF MARK, 58 YARDS WEST OF THE INTERSECTION
 HD0578'OF THE HIGHWAY AND A NORTH AND SOUTH DIRT ROAD, 21.7 FEET SOUTH
 HD0578'OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, ON TOP OF THE
 HD0578'CENTER OF THE WEST END OF THE SOUTH HEADWALL OF A 3-BY-4-INCH
 HD0578'CONCRETE CULVERT.  A BRONZE DISK, STAMPED M 179 1945 AND SET
 HD0578'IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0339 ***********************************************************************
 LE0339  DESIGNATION -  M 18
 LE0339  PID         -  LE0339
 LE0339  STATE/COUNTY-  MO/DAVIESS
 LE0339  USGS QUAD   -  JAMESON (1984)
 LE0339
 LE0339                         *CURRENT SURVEY CONTROL
 LE0339  ___________________________________________________________________
 LE0339* NAD 83(1986)-  40 06 53.     (N)    093 59 15.     (W)     SCALED    
 LE0339* NAVD 88     -       290.683  (meters)     953.68   (feet)  ADJUSTED  
 LE0339  ___________________________________________________________________
 LE0339  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LE0339  DYNAMIC HT  -         290.524 (meters)     953.16  (feet)  COMP
 LE0339  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 LE0339
 LE0339  VERT ORDER  -  FIRST     CLASS II
 LE0339
 LE0339.The horizontal coordinates were scaled from a topographic map and have
 LE0339.an estimated accuracy of +/- 6 seconds.
 LE0339
 LE0339.The orthometric height was determined by differential leveling
 LE0339.and adjusted by the National Geodetic Survey in June 1991..
 LE0339
 LE0339.The geoid height was determined by GEOID03.
 LE0339
 LE0339.The dynamic height is computed by dividing the NAVD 88
 LE0339.geopotential number by the normal gravity value computed on the
 LE0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0339.degrees latitude (g = 980.6199 gals.).
 LE0339
 LE0339.The modeled gravity was interpolated from observed gravity values.
 LE0339
 LE0339;                    North         East    Units  Estimated Accuracy
 LE0339;SPC MO W     -   438,330.      893,690.      MT  (+/- 180 meters Scaled)
 LE0339
 LE0339                          SUPERSEDED SURVEY CONTROL
 LE0339
 LE0339  NGVD 29 (??/??/92)  290.623  (m)          953.49   (f) ADJ UNCH    1 2
 LE0339
 LE0339.Superseded values are not recommended for survey control.
 LE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0339.See file dsdata.txt to determine how the superseded data were derived.
 LE0339
 LE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE158409(NAD 83)
 LE0339_MARKER: DB = BENCH MARK DISK
 LE0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0339_STAMPING: M 18 1933
 LE0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0339+STABILITY: SURFACE MOTION
 LE0339
 LE0339  HISTORY     - Date     Condition        Report By
 LE0339  HISTORY     - 1933     MONUMENTED       CGS
 LE0339  HISTORY     - 1967     GOOD             NGS
 LE0339
 LE0339                          STATION DESCRIPTION
 LE0339
 LE0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LE0339'1.3 MI NE FROM COFFEY.
 LE0339'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE EAST EDGE OF
 LE0339'COFFEY, THENCE EAST ALONG A GRAVEL ROAD FOR 0.85 MILE TO MARK
 LE0339'ON RIGHT, ABOUT 300 FEET SOUTHEAST OF A FARMHOUSE, 42 FEET SOUTHEAST
 LE0339'OF THE CENTERLINE OF THE ROAD, 20 FEET SOUTH OF A POWERLINE POLE,
 LE0339'12 FEET WEST OF THE CENTER OF A FIELD ROAD AND 1.5 FEET WEST OF A
 LE0339'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1325 ***********************************************************************
 JD1325  DESIGNATION -  M 180
 JD1325  PID         -  JD1325
 JD1325  STATE/COUNTY-  MO/BENTON
 JD1325  USGS QUAD   -  WARSAW EAST (1982)
 JD1325
 JD1325                         *CURRENT SURVEY CONTROL
 JD1325  ___________________________________________________________________
 JD1325* NAD 83(1986)-  38 12 46.     (N)    093 22 16.     (W)     SCALED    
 JD1325* NAVD 88     -       247.503  (meters)     812.02   (feet)  ADJUSTED  
 JD1325  ___________________________________________________________________
 JD1325  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JD1325  DYNAMIC HT  -         247.328 (meters)     811.44  (feet)  COMP
 JD1325  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 JD1325
 JD1325  VERT ORDER  -  SECOND    CLASS 0
 JD1325
 JD1325.The horizontal coordinates were scaled from a topographic map and have
 JD1325.an estimated accuracy of +/- 6 seconds.
 JD1325
 JD1325.The orthometric height was determined by differential leveling
 JD1325.and adjusted by the National Geodetic Survey in June 1991..
 JD1325
 JD1325.The geoid height was determined by GEOID03.
 JD1325
 JD1325.The dynamic height is computed by dividing the NAVD 88
 JD1325.geopotential number by the normal gravity value computed on the
 JD1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1325.degrees latitude (g = 980.6199 gals.).
 JD1325
 JD1325.The modeled gravity was interpolated from observed gravity values.
 JD1325
 JD1325;                    North         East    Units  Estimated Accuracy
 JD1325;SPC MO C     -   264,410.      423,710.      MT  (+/- 180 meters Scaled)
 JD1325
 JD1325                          SUPERSEDED SURVEY CONTROL
 JD1325
 JD1325  NGVD 29 (??/??/92)  247.386  (m)          811.63   (f) ADJ UNCH    2 0
 JD1325
 JD1325.Superseded values are not recommended for survey control.
 JD1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1325.See file dsdata.txt to determine how the superseded data were derived.
 JD1325
 JD1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC675294(NAD 83)
 JD1325_MARKER: DB = BENCH MARK DISK
 JD1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1325_STAMPING: M 180 1945
 JD1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1325+STABILITY: SURFACE MOTION
 JD1325
 JD1325  HISTORY     - Date     Condition        Report By
 JD1325  HISTORY     - 1945     MONUMENTED       CGS
 JD1325
 JD1325                          STATION DESCRIPTION
 JD1325
 JD1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JD1325'4.4 MI S FROM WARSAW.
 JD1325'TO REACH FROM THE COURT HOUSE AT WARSAW, GO 0.2 MILE NORTHEAST
 JD1325'ALONG STATE HIGHWAY 35, 1.0 MILE EAST ALONG A GRAVELED ROAD, 1.7
 JD1325'MILES SOUTHEAST ALONG U.S. HIGHWAY 65, 1.5 MILES SOUTHWEST ALONG
 JD1325'STATE HIGHWAY 83, TO THE SITE OF THE MARK, 200 YARDS NORTHEAST OF
 JD1325'A FARMHOUSE, 73.5 FEET NORTHEAST OF AND ACROSS THE HIGHWAY
 JD1325'FROM A FENCE CORNER, 54.0 FEET SOUTH OF THE EAST END OF A 2.0
 JD1325'FOOT CORRUGATED IRON CULVERT, 28.0 FEET EAST OF THE CENTERLINE
 JD1325'OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY, 14.4 FEET SOUTH
 JD1325'OF A TELEPHONE POLE, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT NORTH
 JD1325'OF A 4-BY 4 MARKER POST.  A STANDARD DISK, STAMPED M 180 1945
 JD1325'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 JD1325'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0897 ***********************************************************************
 HD0897  DESIGNATION -  M 181
 HD0897  PID         -  HD0897
 HD0897  STATE/COUNTY-  MO/POLK
 HD0897  USGS QUAD   -  HUMANSVILLE (1991)
 HD0897
 HD0897                         *CURRENT SURVEY CONTROL
 HD0897  ___________________________________________________________________
 HD0897* NAD 83(1986)-  37 46 57.     (N)    093 30 58.     (W)     SCALED    
 HD0897* NAVD 88     -       328.093  (meters)    1076.42   (feet)  ADJUSTED  
 HD0897  ___________________________________________________________________
 HD0897  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 HD0897  DYNAMIC HT  -         327.844 (meters)    1075.60  (feet)  COMP
 HD0897  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 HD0897
 HD0897  VERT ORDER  -  SECOND    CLASS 0
 HD0897
 HD0897.The horizontal coordinates were scaled from a topographic map and have
 HD0897.an estimated accuracy of +/- 6 seconds.
 HD0897
 HD0897.The orthometric height was determined by differential leveling
 HD0897.and adjusted by the National Geodetic Survey in June 1991..
 HD0897
 HD0897.The geoid height was determined by GEOID03.
 HD0897
 HD0897.The dynamic height is computed by dividing the NAVD 88
 HD0897.geopotential number by the normal gravity value computed on the
 HD0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0897.degrees latitude (g = 980.6199 gals.).
 HD0897
 HD0897.The modeled gravity was interpolated from observed gravity values.
 HD0897
 HD0897;                    North         East    Units  Estimated Accuracy
 HD0897;SPC MO C     -   216,780.      410,490.      MT  (+/- 180 meters Scaled)
 HD0897
 HD0897                          SUPERSEDED SURVEY CONTROL
 HD0897
 HD0897  NGVD 29 (??/??/92)  327.977  (m)         1076.04   (f) ADJ UNCH    2 0
 HD0897
 HD0897.Superseded values are not recommended for survey control.
 HD0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0897.See file dsdata.txt to determine how the superseded data were derived.
 HD0897
 HD0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB545818(NAD 83)
 HD0897_MARKER: DB = BENCH MARK DISK
 HD0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0897_STAMPING: M 181 1945
 HD0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0897+STABILITY: SURFACE MOTION
 HD0897
 HD0897  HISTORY     - Date     Condition        Report By
 HD0897  HISTORY     - 1945     MONUMENTED       CGS
 HD0897
 HD0897                          STATION DESCRIPTION
 HD0897
 HD0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HD0897'3.8 MI SE FROM HUMANSVILLE.
 HD0897'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY NO 13, HUMANSVILLE, POLK
 HD0897'COUNTY, BENCH MARK IS AT THE INTERSECTION OF THE GRADED DIRT
 HD0897'ROAD AND A DIRT T ROAD LEADING SOUTH, 46.5 FEET SOUTH OF AND
 HD0897'1.0 FOOT HIGHER THAN THE CENTERLINE OF THE EAST WEST ROAD, 19.7
 HD0897'FEET EAST OF THE CENTERLINE OF THE T ROAD, 22.3 FEET SOUTH OF A
 HD0897'FENCE CORNER, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT NORTH OF A
 HD0897'4 X 4 MARKER POST.  AN IRON DISK STAMPED M 181 1945 SET IN THE
 HD0897'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0422 ***********************************************************************
 JE0422  DESIGNATION -  M 182
 JE0422  PID         -  JE0422
 JE0422  STATE/COUNTY-  MO/CASS
 JE0422  USGS QUAD   -  DAYTON (1961)
 JE0422
 JE0422                         *CURRENT SURVEY CONTROL
 JE0422  ___________________________________________________________________
 JE0422* NAD 83(1986)-  38 29 03.     (N)    094 14 40.     (W)     SCALED    
 JE0422* NAVD 88     -       250.224  (meters)     820.94   (feet)  ADJUSTED  
 JE0422  ___________________________________________________________________
 JE0422  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JE0422  DYNAMIC HT  -         250.050 (meters)     820.37  (feet)  COMP
 JE0422  MODELED GRAV-     979,928.6   (mgal)                       NAVD 88
 JE0422
 JE0422  VERT ORDER  -  SECOND    CLASS 0
 JE0422
 JE0422.The horizontal coordinates were scaled from a topographic map and have
 JE0422.an estimated accuracy of +/- 6 seconds.
 JE0422
 JE0422.The orthometric height was determined by differential leveling
 JE0422.and adjusted by the National Geodetic Survey in June 1991..
 JE0422
 JE0422.The geoid height was determined by GEOID03.
 JE0422
 JE0422.The dynamic height is computed by dividing the NAVD 88
 JE0422.geopotential number by the normal gravity value computed on the
 JE0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0422.degrees latitude (g = 980.6199 gals.).
 JE0422
 JE0422.The modeled gravity was interpolated from observed gravity values.
 JE0422
 JE0422;                    North         East    Units  Estimated Accuracy
 JE0422;SPC MO W     -   257,220.      872,300.      MT  (+/- 180 meters Scaled)
 JE0422
 JE0422                          SUPERSEDED SURVEY CONTROL
 JE0422
 JE0422  NGVD 29 (??/??/92)  250.100  (m)          820.54   (f) ADJ UNCH    2 0
 JE0422
 JE0422.Superseded values are not recommended for survey control.
 JE0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0422.See file dsdata.txt to determine how the superseded data were derived.
 JE0422
 JE0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC914602(NAD 83)
 JE0422_MARKER: DB = BENCH MARK DISK
 JE0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0422_SP_SET: CULVERT
 JE0422_STAMPING: M 182 1945
 JE0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0422
 JE0422  HISTORY     - Date     Condition        Report By
 JE0422  HISTORY     - 1945     MONUMENTED       CGS
 JE0422  HISTORY     - 1963     GOOD             NGS
 JE0422  HISTORY     - 20051126 POOR             INDIV
 JE0422
 JE0422                          STATION DESCRIPTION
 JE0422
 JE0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0422'3 MI W FROM DAYTON.
 JE0422'ABOUT 0.25 MILE SOUTH ALONG STATE ROAD F FROM THE CUMMUNITY
 JE0422'CHURCH AT DAYTON, THENCE 2.8 MILES WEST ALONG STATE ROAD B,
 JE0422'OR 0.2 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0422'STATION AT ARCHIE, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD
 JE0422'TO U.S. HIGHWAY 71, THENCE 5.85 MILES EAST ALONG STATE ROAD B,
 JE0422'15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.4 MILE EAST
 JE0422'OF A SCHOOL, 0.1 MILE WEST OF A CREST OF A HILL, 0.25 MILE EAST
 JE0422'OF A DOUBLE ROW OF POWER POLES CROSSING THE ROAD, AND SET IN
 JE0422'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 JE0422'BOX TYPE CULVERT.
 JE0422
 JE0422                          STATION RECOVERY (2005)
 JE0422
 JE0422'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0422'MARKER IS MADE FROM STEEL AND HAS BEEN COVERED BY DIRT.  VERY HEAVY
 JE0422'RUSTING AND CORROSION MAKES IT DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0083 ***********************************************************************
 JE0083  DESIGNATION -  M 183
 JE0083  PID         -  JE0083
 JE0083  STATE/COUNTY-  MO/JOHNSON
 JE0083  USGS QUAD   -  KINGSVILLE (1954)
 JE0083
 JE0083                         *CURRENT SURVEY CONTROL
 JE0083  ___________________________________________________________________
 JE0083* NAD 83(1986)-  38 44 23.     (N)    094 03 14.     (W)     SCALED    
 JE0083* NAVD 88     -       267.359  (meters)     877.16   (feet)  ADJUSTED  
 JE0083  ___________________________________________________________________
 JE0083  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JE0083  DYNAMIC HT  -         267.177 (meters)     876.56  (feet)  COMP
 JE0083  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 JE0083
 JE0083  VERT ORDER  -  FIRST     CLASS II
 JE0083
 JE0083.The horizontal coordinates were scaled from a topographic map and have
 JE0083.an estimated accuracy of +/- 6 seconds.
 JE0083
 JE0083.The orthometric height was determined by differential leveling
 JE0083.and adjusted by the National Geodetic Survey in June 1991..
 JE0083
 JE0083.The geoid height was determined by GEOID03.
 JE0083
 JE0083.The dynamic height is computed by dividing the NAVD 88
 JE0083.geopotential number by the normal gravity value computed on the
 JE0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0083.degrees latitude (g = 980.6199 gals.).
 JE0083
 JE0083.The modeled gravity was interpolated from observed gravity values.
 JE0083
 JE0083;                    North         East    Units  Estimated Accuracy
 JE0083;SPC MO W     -   285,650.      888,780.      MT  (+/- 180 meters Scaled)
 JE0083
 JE0083                          SUPERSEDED SURVEY CONTROL
 JE0083
 JE0083  NGVD 29 (??/??/92)  267.256  (m)          876.82   (f) ADJ UNCH    1 2
 JE0083
 JE0083.Superseded values are not recommended for survey control.
 JE0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0083.See file dsdata.txt to determine how the superseded data were derived.
 JE0083
 JE0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC084884(NAD 83)
 JE0083_MARKER: DB = BENCH MARK DISK
 JE0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0083_SP_SET: CULVERT
 JE0083_STAMPING: M 183 1945
 JE0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0083+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 JE0083
 JE0083  HISTORY     - Date     Condition        Report By
 JE0083  HISTORY     - 1945     MONUMENTED       CGS
 JE0083  HISTORY     - 1963     GOOD             NGS
 JE0083  HISTORY     - 1981     GOOD             NGS
 JE0083  HISTORY     - 20060505 GOOD             INDIV
 JE0083
 JE0083                          STATION DESCRIPTION
 JE0083
 JE0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0083'3.8 MI W FROM HOLDEN.
 JE0083'ABOUT 3.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0083'THE STATION AT HOLDEN, 10 FEET SOUTH OF THE SOUTH RAIL, SET IN
 JE0083'THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A 4 X 4 FOOT
 JE0083'CONCRETE CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 JE0083
 JE0083                          STATION RECOVERY (1981)
 JE0083
 JE0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0083'RECOVERED IN GOOD CONDITION.
 JE0083
 JE0083                          STATION RECOVERY (2006)
 JE0083
 JE0083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1796 ***********************************************************************
 JD1796  DESIGNATION -  M 184
 JD1796  PID         -  JD1796
 JD1796  STATE/COUNTY-  MO/JOHNSON
 JD1796  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1796
 JD1796                         *CURRENT SURVEY CONTROL
 JD1796  ___________________________________________________________________
 JD1796* NAD 83(1986)-  38 46 30.     (N)    093 38 06.     (W)     SCALED    
 JD1796* NAVD 88     -       243.597  (meters)     799.20   (feet)  ADJUSTED  
 JD1796  ___________________________________________________________________
 JD1796  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1796  DYNAMIC HT  -         243.433 (meters)     798.66  (feet)  COMP
 JD1796  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 JD1796
 JD1796  VERT ORDER  -  FIRST     CLASS II
 JD1796
 JD1796.The horizontal coordinates were scaled from a topographic map and have
 JD1796.an estimated accuracy of +/- 6 seconds.
 JD1796
 JD1796.The orthometric height was determined by differential leveling
 JD1796.and adjusted by the National Geodetic Survey in June 1991..
 JD1796
 JD1796.The geoid height was determined by GEOID03.
 JD1796
 JD1796.The dynamic height is computed by dividing the NAVD 88
 JD1796.geopotential number by the normal gravity value computed on the
 JD1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1796.degrees latitude (g = 980.6199 gals.).
 JD1796
 JD1796.The modeled gravity was interpolated from observed gravity values.
 JD1796
 JD1796;                    North         East    Units  Estimated Accuracy
 JD1796;SPC MO W     -   289,830.      925,170.      MT  (+/- 180 meters Scaled)
 JD1796
 JD1796                          SUPERSEDED SURVEY CONTROL
 JD1796
 JD1796  NGVD 29 (??/??/92)  243.508  (m)          798.91   (f) ADJ UNCH    1 2
 JD1796
 JD1796.Superseded values are not recommended for survey control.
 JD1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1796.See file dsdata.txt to determine how the superseded data were derived.
 JD1796
 JD1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC448920(NAD 83)
 JD1796_MARKER: DB = BENCH MARK DISK
 JD1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1796_STAMPING: M 184 1945
 JD1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1796+STABILITY: SURFACE MOTION
 JD1796
 JD1796  HISTORY     - Date     Condition        Report By
 JD1796  HISTORY     - 1945     MONUMENTED       CGS
 JD1796  HISTORY     - 1963     GOOD             NGS
 JD1796
 JD1796                          STATION DESCRIPTION
 JD1796
 JD1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1796'4.5 MI W FROM KNOB NOSTER.
 JD1796'ABOUT 4.5 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD1796'THE STATION AT KNOB NOSTER, OR 5.9 MILES EAST ALONG THE MISSOURI
 JD1796'PACIFIC RAILROAD FROM THE STATION AT WARRENSBURG, AT A ROAD CROSSING,
 JD1796'42 FEET SOUTH OF THE SOUTH RAIL, 46 FEET SOUTH OF AN IRON RAILROAD
 JD1796'CROSSING SIGN, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 12
 JD1796'FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 1.0 FOOT
 JD1796'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 JD1796'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0683 ***********************************************************************
 JD0683  DESIGNATION -  M 185
 JD0683  PID         -  JD0683
 JD0683  STATE/COUNTY-  MO/PETTIS
 JD0683  USGS QUAD   -  SEDALIA WEST (1973)
 JD0683
 JD0683                         *CURRENT SURVEY CONTROL
 JD0683  ___________________________________________________________________
 JD0683* NAD 83(1986)-  38 44 30.     (N)    093 18 27.     (W)     SCALED    
 JD0683* NAVD 88     -       251.753  (meters)     825.96   (feet)  ADJUSTED  
 JD0683  ___________________________________________________________________
 JD0683  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0683  DYNAMIC HT  -         251.585 (meters)     825.41  (feet)  COMP
 JD0683  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 JD0683
 JD0683  VERT ORDER  -  FIRST     CLASS II
 JD0683
 JD0683.The horizontal coordinates were scaled from a topographic map and have
 JD0683.an estimated accuracy of +/- 6 seconds.
 JD0683
 JD0683.The orthometric height was determined by differential leveling
 JD0683.and adjusted by the National Geodetic Survey in June 1991..
 JD0683
 JD0683.The geoid height was determined by GEOID03.
 JD0683
 JD0683.The dynamic height is computed by dividing the NAVD 88
 JD0683.geopotential number by the normal gravity value computed on the
 JD0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0683.degrees latitude (g = 980.6199 gals.).
 JD0683
 JD0683.The modeled gravity was interpolated from observed gravity values.
 JD0683
 JD0683;                    North         East    Units  Estimated Accuracy
 JD0683;SPC MO C     -   323,060.      429,800.      MT  (+/- 180 meters Scaled)
 JD0683
 JD0683                          SUPERSEDED SURVEY CONTROL
 JD0683
 JD0683  NGVD 29 (??/??/92)  251.665  (m)          825.67   (f) ADJ UNCH    1 2
 JD0683
 JD0683.Superseded values are not recommended for survey control.
 JD0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0683.See file dsdata.txt to determine how the superseded data were derived.
 JD0683
 JD0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC732881(NAD 83)
 JD0683_MARKER: DB = BENCH MARK DISK
 JD0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0683_STAMPING: M 185 1945
 JD0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0683+STABILITY: SURFACE MOTION
 JD0683
 JD0683  HISTORY     - Date     Condition        Report By
 JD0683  HISTORY     - 1945     MONUMENTED       CGS
 JD0683  HISTORY     - 1963     GOOD             NGS
 JD0683
 JD0683                          STATION DESCRIPTION
 JD0683
 JD0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0683'5 MI W FROM SEDALIA.
 JD0683'ABOUT 5.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JD0683'THE STATION AT SEDALIA, 31 FEET NORTHEAST OF THE NORTHEAST
 JD0683'RAIL, 28 FEET SOUTHEAST OF THE FIRST POLE SOUTHEAST OF MILEPOLE
 JD0683'194, 26 FEET SOUTHWEST OF THE CENTERLINE OF A ROAD, 1.0 FOOT
 JD0683'SOUTH OF A WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JD0683'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JD0683'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0392 ***********************************************************************
 JD0392  DESIGNATION -  M 186
 JD0392  PID         -  JD0392
 JD0392  STATE/COUNTY-  MO/MORGAN
 JD0392  USGS QUAD   -  OTTERVILLE EAST (1979)
 JD0392
 JD0392                         *CURRENT SURVEY CONTROL
 JD0392  ___________________________________________________________________
 JD0392* NAD 83(1986)-  38 40 25.     (N)    092 53 22.     (W)     SCALED    
 JD0392* NAVD 88     -       267.457  (meters)     877.48   (feet)  ADJUSTED  
 JD0392  ___________________________________________________________________
 JD0392  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0392  DYNAMIC HT  -         267.276 (meters)     876.89  (feet)  COMP
 JD0392  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 JD0392
 JD0392  VERT ORDER  -  FIRST     CLASS II
 JD0392
 JD0392.The horizontal coordinates were scaled from a topographic map and have
 JD0392.an estimated accuracy of +/- 6 seconds.
 JD0392
 JD0392.The orthometric height was determined by differential leveling
 JD0392.and adjusted by the National Geodetic Survey in June 1991..
 JD0392
 JD0392.The geoid height was determined by GEOID03.
 JD0392
 JD0392.The dynamic height is computed by dividing the NAVD 88
 JD0392.geopotential number by the normal gravity value computed on the
 JD0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0392.degrees latitude (g = 980.6199 gals.).
 JD0392
 JD0392.The modeled gravity was interpolated from observed gravity values.
 JD0392
 JD0392;                    North         East    Units  Estimated Accuracy
 JD0392;SPC MO C     -   315,270.      466,110.      MT  (+/- 180 meters Scaled)
 JD0392
 JD0392                          SUPERSEDED SURVEY CONTROL
 JD0392
 JD0392  NGVD 29 (??/??/92)  267.358  (m)          877.16   (f) ADJ UNCH    1 2
 JD0392
 JD0392.Superseded values are not recommended for survey control.
 JD0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0392.See file dsdata.txt to determine how the superseded data were derived.
 JD0392
 JD0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC096805(NAD 83)
 JD0392_MARKER: DB = BENCH MARK DISK
 JD0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0392_STAMPING: M 186 1945
 JD0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0392+STABILITY: SURFACE MOTION
 JD0392
 JD0392  HISTORY     - Date     Condition        Report By
 JD0392  HISTORY     - 1945     MONUMENTED       CGS
 JD0392  HISTORY     - 1963     GOOD             NGS
 JD0392
 JD0392                          STATION DESCRIPTION
 JD0392
 JD0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0392'1 MI W FROM SYRACUSE.
 JD0392'ABOUT 1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0392'STATION AT SYRACUSE, 3 POLES WEST OF MILEPOLE 169, 43.5 FEET
 JD0392'NORTH OF THE NORTH RAIL, 51 FEET WEST OF THE THIRD POLE WEST OF
 JD0392'THE MILEPOLE, 1.8 FEET SOUTH OF A FENCE, 1.0 FOOT WEST OF A
 JD0392'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 JD0392'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0022 ***********************************************************************
 JD0022  DESIGNATION -  M 187
 JD0022  PID         -  JD0022
 JD0022  STATE/COUNTY-  MO/MONITEAU
 JD0022  USGS QUAD   -  RUSSELLVILLE (1969)
 JD0022
 JD0022                         *CURRENT SURVEY CONTROL
 JD0022  ___________________________________________________________________
 JD0022* NAD 83(1986)-  38 37 10.     (N)    092 27 16.     (W)     SCALED    
 JD0022* NAVD 88     -       269.842  (meters)     885.31   (feet)  ADJUSTED  
 JD0022  ___________________________________________________________________
 JD0022  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JD0022  DYNAMIC HT  -         269.658 (meters)     884.70  (feet)  COMP
 JD0022  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 JD0022
 JD0022  VERT ORDER  -  FIRST     CLASS II
 JD0022
 JD0022.The horizontal coordinates were scaled from a topographic map and have
 JD0022.an estimated accuracy of +/- 6 seconds.
 JD0022
 JD0022.The orthometric height was determined by differential leveling
 JD0022.and adjusted by the National Geodetic Survey in June 1991..
 JD0022
 JD0022.The geoid height was determined by GEOID03.
 JD0022
 JD0022.The dynamic height is computed by dividing the NAVD 88
 JD0022.geopotential number by the normal gravity value computed on the
 JD0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0022.degrees latitude (g = 980.6199 gals.).
 JD0022
 JD0022.The modeled gravity was interpolated from observed gravity values.
 JD0022
 JD0022;                    North         East    Units  Estimated Accuracy
 JD0022;SPC MO C     -   309,190.      503,970.      MT  (+/- 180 meters Scaled)
 JD0022
 JD0022                          SUPERSEDED SURVEY CONTROL
 JD0022
 JD0022  NGVD 29 (??/??/92)  269.751  (m)          885.01   (f) ADJ UNCH    1 2
 JD0022
 JD0022.Superseded values are not recommended for survey control.
 JD0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0022.See file dsdata.txt to determine how the superseded data were derived.
 JD0022
 JD0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC474746(NAD 83)
 JD0022_MARKER: DB = BENCH MARK DISK
 JD0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0022_STAMPING: M 187 1945
 JD0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0022+STABILITY: SURFACE MOTION
 JD0022
 JD0022  HISTORY     - Date     Condition        Report By
 JD0022  HISTORY     - 1945     MONUMENTED       CGS
 JD0022  HISTORY     - 1963     GOOD             NGS
 JD0022
 JD0022                          STATION DESCRIPTION
 JD0022
 JD0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0022'3 MI W FROM CENTERTOWN.
 JD0022'ABOUT 3.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0022'POST OFFICE AT CENTERTOWN, 4 1/2 POLES SOUTH OF MILEPOLE 143-10,
 JD0022'79 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 58
 JD0022'FEET NORTH OF THE CENTERLINE OF THE ROAD, 42 FEET WEST OF THE
 JD0022'WEST RAIL, 40 FEET SOUTH OF THE FOURTH POLE SOUTH OF THE
 JD0022'MILEPOLE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET ABOVE
 JD0022'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JD0022'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0456 ***********************************************************************
 JD0456  DESIGNATION -  M 188
 JD0456  PID         -  JD0456
 JD0456  STATE/COUNTY-  MO/MONITEAU
 JD0456  USGS QUAD   -  FORTUNA (1985)
 JD0456
 JD0456                         *CURRENT SURVEY CONTROL
 JD0456  ___________________________________________________________________
 JD0456* NAD 83(1986)-  38 34 27.     (N)    092 47 38.     (W)     SCALED    
 JD0456* NAVD 88     -       292.929  (meters)     961.05   (feet)  ADJUSTED  
 JD0456  ___________________________________________________________________
 JD0456  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JD0456  DYNAMIC HT  -         292.724 (meters)     960.38  (feet)  COMP
 JD0456  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 JD0456
 JD0456  VERT ORDER  -  SECOND    CLASS 0
 JD0456
 JD0456.The horizontal coordinates were scaled from a topographic map and have
 JD0456.an estimated accuracy of +/- 6 seconds.
 JD0456
 JD0456.The orthometric height was determined by differential leveling
 JD0456.and adjusted by the National Geodetic Survey in June 1991..
 JD0456
 JD0456.The geoid height was determined by GEOID03.
 JD0456
 JD0456.The dynamic height is computed by dividing the NAVD 88
 JD0456.geopotential number by the normal gravity value computed on the
 JD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0456.degrees latitude (g = 980.6199 gals.).
 JD0456
 JD0456.The modeled gravity was interpolated from observed gravity values.
 JD0456
 JD0456;                    North         East    Units  Estimated Accuracy
 JD0456;SPC MO C     -   304,200.      474,390.      MT  (+/- 180 meters Scaled)
 JD0456
 JD0456                          SUPERSEDED SURVEY CONTROL
 JD0456
 JD0456  NGVD 29 (??/??/92)  292.820  (m)          960.69   (f) ADJ UNCH    2 0
 JD0456
 JD0456.Superseded values are not recommended for survey control.
 JD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0456.See file dsdata.txt to determine how the superseded data were derived.
 JD0456
 JD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC179695(NAD 83)
 JD0456_MARKER: DB = BENCH MARK DISK
 JD0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0456_STAMPING: M 188 1945
 JD0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0456+STABILITY: SURFACE MOTION
 JD0456
 JD0456  HISTORY     - Date     Condition        Report By
 JD0456  HISTORY     - 1945     MONUMENTED       CGS
 JD0456  HISTORY     - 1963     GOOD             NGS
 JD0456
 JD0456                          STATION DESCRIPTION
 JD0456
 JD0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0456'0.6 MI N FROM FORTUNA.
 JD0456'ABOUT 0.1 MILE EAST ALONG STATE ROAD FF FROM THE POST OFFICE
 JD0456'AT FORTUNA, THENCE 0.45 MILE NORTH ALONG STATE HIGHWAY 5, IN
 JD0456'SECTION 16, T 44 N, R 17 W, 46 FEET WEST OF THE CENTER LINE OF
 JD0456'THE HIGHWAY, 55 FEET NORTH WEST OF THE CENTER OF THE JUNCTION
 JD0456'WITH STATE ROAD W, 49 FEET SOUTH OF THE CENTER LINE OF A GRAVELED
 JD0456'ROAD, 1.0 FOOT EAST OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS
 JD0456'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 JD0456'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0885 ***********************************************************************
 JD0885  DESIGNATION -  M 189
 JD0885  PID         -  JD0885
 JD0885  STATE/COUNTY-  MO/COOPER
 JD0885  USGS QUAD   -  CLIFTON CITY (1979)
 JD0885
 JD0885                         *CURRENT SURVEY CONTROL
 JD0885  ___________________________________________________________________
 JD0885* NAD 83(1986)-  38 45 50.     (N)    093 02 29.     (W)     SCALED    
 JD0885* NAVD 88     -       232.671  (meters)     763.35   (feet)  ADJUSTED  
 JD0885  ___________________________________________________________________
 JD0885  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD0885  DYNAMIC HT  -         232.517 (meters)     762.85  (feet)  COMP
 JD0885  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 JD0885
 JD0885  VERT ORDER  -  SECOND    CLASS 0
 JD0885
 JD0885.The horizontal coordinates were scaled from a topographic map and have
 JD0885.an estimated accuracy of +/- 6 seconds.
 JD0885
 JD0885.The orthometric height was determined by differential leveling
 JD0885.and adjusted by the National Geodetic Survey in June 1991..
 JD0885
 JD0885.The geoid height was determined by GEOID03.
 JD0885
 JD0885.The dynamic height is computed by dividing the NAVD 88
 JD0885.geopotential number by the normal gravity value computed on the
 JD0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0885.degrees latitude (g = 980.6199 gals.).
 JD0885
 JD0885.The modeled gravity was interpolated from observed gravity values.
 JD0885
 JD0885;                    North         East    Units  Estimated Accuracy
 JD0885;SPC MO C     -   325,360.      452,950.      MT  (+/- 180 meters Scaled)
 JD0885
 JD0885                          SUPERSEDED SURVEY CONTROL
 JD0885
 JD0885  NGVD 29 (??/??/92)  232.581  (m)          763.06   (f) ADJ UNCH    2 0
 JD0885
 JD0885.Superseded values are not recommended for survey control.
 JD0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0885.See file dsdata.txt to determine how the superseded data were derived.
 JD0885
 JD0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC964905(NAD 83)
 JD0885_MARKER: DB = BENCH MARK DISK
 JD0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0885_STAMPING: M 189
 JD0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0885+STABILITY: SURFACE MOTION
 JD0885
 JD0885  HISTORY     - Date     Condition        Report By
 JD0885  HISTORY     - UNK      MONUMENTED       CGS
 JD0885  HISTORY     - 1963     GOOD             NGS
 JD0885
 JD0885                          STATION DESCRIPTION
 JD0885
 JD0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD0885'AT CLIFTON CITY.
 JD0885'AT CLIFTON CITY, 0.15 MILE NORTH OF THE CROSSING OF THE MISSOURI
 JD0885'KANSAS TEXAS RAILROAD, 0.5 MILE SOUTH OF STATE HIGHWAY 135,
 JD0885'197 FEET NORTHEAST ACROSS A GRAVELED STREET FROM THE NORTHEAST
 JD0885'CORNER OF A BRICK BUILDING, 32 FEET EAST OF THE CENTERLINE OF
 JD0885'THE STREET, 88.6 FEET NORTH OF A POWER POLE BEARING A SMALL
 JD0885'TRANSFORMER, 68.8 FEET SOUTHWEST OF A BARN, 1.5 FEET NORTH OF A
 JD0885'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET,
 JD0885'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0135 ***********************************************************************
 LF0135  DESIGNATION -  M 19
 LF0135  PID         -  LF0135
 LF0135  STATE/COUNTY-  MO/NODAWAY
 LF0135  USGS QUAD   -  RAVENWOOD (1985)
 LF0135
 LF0135                         *CURRENT SURVEY CONTROL
 LF0135  ___________________________________________________________________
 LF0135* NAD 83(1986)-  40 15 22.     (N)    094 37 33.     (W)     SCALED    
 LF0135* NAVD 88     -       285.654  (meters)     937.18   (feet)  ADJUSTED  
 LF0135  ___________________________________________________________________
 LF0135  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LF0135  DYNAMIC HT  -         285.499 (meters)     936.67  (feet)  COMP
 LF0135  MODELED GRAV-     980,074.1   (mgal)                       NAVD 88
 LF0135
 LF0135  VERT ORDER  -  FIRST     CLASS II
 LF0135
 LF0135.The horizontal coordinates were scaled from a topographic map and have
 LF0135.an estimated accuracy of +/- 6 seconds.
 LF0135
 LF0135.The orthometric height was determined by differential leveling
 LF0135.and adjusted by the National Geodetic Survey in June 1991..
 LF0135
 LF0135.The geoid height was determined by GEOID03.
 LF0135
 LF0135.The dynamic height is computed by dividing the NAVD 88
 LF0135.geopotential number by the normal gravity value computed on the
 LF0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0135.degrees latitude (g = 980.6199 gals.).
 LF0135
 LF0135.The modeled gravity was interpolated from observed gravity values.
 LF0135
 LF0135;                    North         East    Units  Estimated Accuracy
 LF0135;SPC MO W     -   453,910.      839,300.      MT  (+/- 180 meters Scaled)
 LF0135
 LF0135                          SUPERSEDED SURVEY CONTROL
 LF0135
 LF0135  NGVD 29 (??/??/92)  285.572  (m)          936.91   (f) ADJ UNCH    1 2
 LF0135
 LF0135.Superseded values are not recommended for survey control.
 LF0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0135.See file dsdata.txt to determine how the superseded data were derived.
 LF0135
 LF0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE617574(NAD 83)
 LF0135_MARKER: DB = BENCH MARK DISK
 LF0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0135_STAMPING: M 19 1933
 LF0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0135+STABILITY: SURFACE MOTION
 LF0135
 LF0135  HISTORY     - Date     Condition        Report By
 LF0135  HISTORY     - 1933     MONUMENTED       CGS
 LF0135  HISTORY     - 1960     GOOD             NGS
 LF0135  HISTORY     - 1982     MARK NOT FOUND   USGS
 LF0135
 LF0135                          STATION DESCRIPTION
 LF0135
 LF0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0135'2.6 MI SE FROM CLYDE.
 LF0135'2.6 MILES SOUTHEAST ALONG THE WABASH RAILWAY FROM CLYDE, NODAWAY
 LF0135'COUNTY, 10 POLES NORTHWEST OF MILEPOST 300, 100 FEET NORTHWEST
 LF0135'OF A CROSS ROAD, AND 40 FEET WEST OF THE TRACK.  A STANDARD
 LF0135'DISK, STAMPED M 19 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LF0135
 LF0135                          STATION RECOVERY (1982)
 LF0135
 LF0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LF0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0161 ***********************************************************************
 HD0161  DESIGNATION -  M 191
 HD0161  PID         -  HD0161
 HD0161  STATE/COUNTY-  MO/PULASKI
 HD0161  USGS QUAD   -  DIXON (1982)
 HD0161
 HD0161                         *CURRENT SURVEY CONTROL
 HD0161  ___________________________________________________________________
 HD0161* NAD 83(1986)-  37 58 40.     (N)    092 05 41.     (W)     SCALED    
 HD0161* NAVD 88     -       326.176  (meters)    1070.13   (feet)  ADJUSTED  
 HD0161  ___________________________________________________________________
 HD0161  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HD0161  DYNAMIC HT  -         325.937 (meters)    1069.35  (feet)  COMP
 HD0161  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 HD0161
 HD0161  VERT ORDER  -  SECOND    CLASS 0
 HD0161
 HD0161.The horizontal coordinates were scaled from a topographic map and have
 HD0161.an estimated accuracy of +/- 6 seconds.
 HD0161
 HD0161.The orthometric height was determined by differential leveling
 HD0161.and adjusted by the National Geodetic Survey in June 1991..
 HD0161
 HD0161.The geoid height was determined by GEOID03.
 HD0161
 HD0161.The dynamic height is computed by dividing the NAVD 88
 HD0161.geopotential number by the normal gravity value computed on the
 HD0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0161.degrees latitude (g = 980.6199 gals.).
 HD0161
 HD0161.The modeled gravity was interpolated from observed gravity values.
 HD0161
 HD0161;                    North         East    Units  Estimated Accuracy
 HD0161;SPC MO C     -   238,040.      535,610.      MT  (+/- 180 meters Scaled)
 HD0161
 HD0161                          SUPERSEDED SURVEY CONTROL
 HD0161
 HD0161  NGVD 29 (??/??/92)  326.079  (m)         1069.81   (f) ADJ UNCH    2 0
 HD0161
 HD0161.Superseded values are not recommended for survey control.
 HD0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0161.See file dsdata.txt to determine how the superseded data were derived.
 HD0161
 HD0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC795037(NAD 83)
 HD0161_MARKER: DB = BENCH MARK DISK
 HD0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0161_STAMPING: M 191 1945
 HD0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0161+STABILITY: SURFACE MOTION
 HD0161
 HD0161  HISTORY     - Date     Condition        Report By
 HD0161  HISTORY     - 1945     MONUMENTED       CGS
 HD0161  HISTORY     - 1946     GOOD             NGS
 HD0161
 HD0161                          STATION DESCRIPTION
 HD0161
 HD0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0161'0.9 MI S FROM DIXON.
 HD0161'ABOUT 0.9 MILE SOUTH ALONG MISSOURI STATE HIGHWAY NO. 28 FROM THE
 HD0161'UNDERPASS OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD AT DIXON,
 HD0161'94 FEET WEST OF THE WEST PORCH OF A ROCK VENEER HOUSE, 27 FEET
 HD0161'WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY,
 HD0161'2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2 FEET SOUTH OF A 4 IN
 HD0161'X 4 IN MARKER POST.  PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0185 ***********************************************************************
 HD0185  DESIGNATION -  M 192
 HD0185  PID         -  HD0185
 HD0185  STATE/COUNTY-  MO/PULASKI
 HD0185  USGS QUAD   -  WAYNESVILLE (1985)
 HD0185
 HD0185                         *CURRENT SURVEY CONTROL
 HD0185  ___________________________________________________________________
 HD0185* NAD 83(1986)-  37 50 09.     (N)    092 11 38.     (W)     SCALED    
 HD0185* NAVD 88     -       236.249  (meters)     775.09   (feet)  ADJUSTED  
 HD0185  ___________________________________________________________________
 HD0185  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HD0185  DYNAMIC HT  -         236.072 (meters)     774.51  (feet)  COMP
 HD0185  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 HD0185
 HD0185  VERT ORDER  -  SECOND    CLASS 0
 HD0185
 HD0185.The horizontal coordinates were scaled from a topographic map and have
 HD0185.an estimated accuracy of +/- 6 seconds.
 HD0185
 HD0185.The orthometric height was determined by differential leveling
 HD0185.and adjusted by the National Geodetic Survey in June 1991..
 HD0185
 HD0185.The geoid height was determined by GEOID03.
 HD0185
 HD0185.The dynamic height is computed by dividing the NAVD 88
 HD0185.geopotential number by the normal gravity value computed on the
 HD0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0185.degrees latitude (g = 980.6199 gals.).
 HD0185
 HD0185.The modeled gravity was interpolated from observed gravity values.
 HD0185
 HD0185;                    North         East    Units  Estimated Accuracy
 HD0185;SPC MO C     -   222,260.      526,950.      MT  (+/- 180 meters Scaled)
 HD0185
 HD0185                          SUPERSEDED SURVEY CONTROL
 HD0185
 HD0185  NGVD 29 (??/??/92)  236.148  (m)          774.76   (f) ADJ UNCH    2 0
 HD0185
 HD0185.Superseded values are not recommended for survey control.
 HD0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0185.See file dsdata.txt to determine how the superseded data were derived.
 HD0185
 HD0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB709879(NAD 83)
 HD0185_MARKER: DB = BENCH MARK DISK
 HD0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HD0185_SP_SET: CULVERT
 HD0185_STAMPING: M 192 1945
 HD0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HD0185
 HD0185  HISTORY     - Date     Condition        Report By
 HD0185  HISTORY     - 1945     MONUMENTED       CGS
 HD0185  HISTORY     - 1946     GOOD             NGS
 HD0185
 HD0185                          STATION DESCRIPTION
 HD0185
 HD0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0185'0.7 MI N FROM WAYNESVILLE.
 HD0185'ABOUT 0.7 MILE NORTH ALONG MISSOURI STATE HIGHWAY NO. 17 FROM
 HD0185'THE COURTHOUSE AT WAYNESVILLE, 25 FEET EAST OF AND ABOUT 1 FOOT
 HD0185'LOWER THAN THE CENTER LINE OF THE HIGHWAY.  A BRONZE BENCH
 HD0185'MARK DISC SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 HD0185'OF A 2 COMPARTMENT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0120 ***********************************************************************
 HD0120  DESIGNATION -  M 193
 HD0120  PID         -  HD0120
 HD0120  STATE/COUNTY-  MO/PULASKI
 HD0120  USGS QUAD   -  OZARK SPRINGS (1985)
 HD0120
 HD0120                         *CURRENT SURVEY CONTROL
 HD0120  ___________________________________________________________________
 HD0120* NAD 83(1986)-  37 50 51.     (N)    092 18 16.     (W)     SCALED    
 HD0120* NAVD 88     -       312.682  (meters)    1025.86   (feet)  ADJUSTED  
 HD0120  ___________________________________________________________________
 HD0120  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HD0120  DYNAMIC HT  -         312.447 (meters)    1025.09  (feet)  COMP
 HD0120  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 HD0120
 HD0120  VERT ORDER  -  SECOND    CLASS 0
 HD0120
 HD0120.The horizontal coordinates were scaled from a topographic map and have
 HD0120.an estimated accuracy of +/- 6 seconds.
 HD0120
 HD0120.The orthometric height was determined by differential leveling
 HD0120.and adjusted by the National Geodetic Survey in June 1991..
 HD0120
 HD0120.The geoid height was determined by GEOID03.
 HD0120
 HD0120.The dynamic height is computed by dividing the NAVD 88
 HD0120.geopotential number by the normal gravity value computed on the
 HD0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0120.degrees latitude (g = 980.6199 gals.).
 HD0120
 HD0120.The modeled gravity was interpolated from observed gravity values.
 HD0120
 HD0120;                    North         East    Units  Estimated Accuracy
 HD0120;SPC MO C     -   223,530.      517,210.      MT  (+/- 180 meters Scaled)
 HD0120
 HD0120                          SUPERSEDED SURVEY CONTROL
 HD0120
 HD0120  NGVD 29 (??/??/92)  312.579  (m)         1025.52   (f) ADJ UNCH    2 0
 HD0120
 HD0120.Superseded values are not recommended for survey control.
 HD0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0120.See file dsdata.txt to determine how the superseded data were derived.
 HD0120
 HD0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB611891(NAD 83)
 HD0120_MARKER: DB = BENCH MARK DISK
 HD0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0120_STAMPING: M 193 1945
 HD0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0120+STABILITY: SURFACE MOTION
 HD0120
 HD0120  HISTORY     - Date     Condition        Report By
 HD0120  HISTORY     - 1945     MONUMENTED       CGS
 HD0120  HISTORY     - 1946     GOOD             NGS
 HD0120
 HD0120                          STATION DESCRIPTION
 HD0120
 HD0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0120'8.2 MI S FROM SWEDEBORG.
 HD0120'ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ST LOUIS AND
 HD0120'SAN FRANCISCO RAILROAD STATION AT SWEDEBORG, THENCE 0.9 MILE
 HD0120'SOUTHEAST ALONG A GRAVEL ROAD, THENCE 1.6 MILES SOUTH ALONG A
 HD0120'GRAVEL ROAD, THENCE 3.5 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 HD0120'THENCE 2.0 MILES SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 0.1 MILE
 HD0120'WEST OF A SMALL FARM HOUSE, 75 FEET NORTH OF THE NORTHWEST
 HD0120'CORNER OF A LOG CABIN, 63 FEET EAST OF THE CENTER LINE OF A
 HD0120'TRACK ROAD LEADING SOUTH, 17 FEET SOUTH OF AND ABOUT 1 FOOT
 HD0120'HIGHER THAN THE CENTER LINE OF THE GRAVEL ROAD, 4 FEET NORTHEAST
 HD0120'OF A FENCE CORNER, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1
 HD0120'FOOT WEST OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4 INCHES
 HD0120'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0077 ***********************************************************************
 HD0077  DESIGNATION -  M 194
 HD0077  PID         -  HD0077
 HD0077  STATE/COUNTY-  MO/PULASKI
 HD0077  USGS QUAD   -  RICHLAND (1976)
 HD0077
 HD0077                         *CURRENT SURVEY CONTROL
 HD0077  ___________________________________________________________________
 HD0077* NAD 83(1986)-  37 50 46.     (N)    092 24 40.     (W)     SCALED    
 HD0077* NAVD 88     -       340.223  (meters)    1116.21   (feet)  ADJUSTED  
 HD0077  ___________________________________________________________________
 HD0077  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HD0077  DYNAMIC HT  -         339.968 (meters)    1115.38  (feet)  COMP
 HD0077  MODELED GRAV-     979,870.3   (mgal)                       NAVD 88
 HD0077
 HD0077  VERT ORDER  -  SECOND    CLASS 0
 HD0077
 HD0077.The horizontal coordinates were scaled from a topographic map and have
 HD0077.an estimated accuracy of +/- 6 seconds.
 HD0077
 HD0077.The orthometric height was determined by differential leveling
 HD0077.and adjusted by the National Geodetic Survey in June 1991..
 HD0077
 HD0077.The geoid height was determined by GEOID03.
 HD0077
 HD0077.The dynamic height is computed by dividing the NAVD 88
 HD0077.geopotential number by the normal gravity value computed on the
 HD0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0077.degrees latitude (g = 980.6199 gals.).
 HD0077
 HD0077.The modeled gravity was interpolated from observed gravity values.
 HD0077
 HD0077;                    North         East    Units  Estimated Accuracy
 HD0077;SPC MO C     -   223,360.      507,820.      MT  (+/- 180 meters Scaled)
 HD0077
 HD0077                          SUPERSEDED SURVEY CONTROL
 HD0077
 HD0077  NGVD 29 (??/??/92)  340.114  (m)         1115.86   (f) ADJ UNCH    2 0
 HD0077
 HD0077.Superseded values are not recommended for survey control.
 HD0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0077.See file dsdata.txt to determine how the superseded data were derived.
 HD0077
 HD0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB518889(NAD 83)
 HD0077_MARKER: DB = BENCH MARK DISK
 HD0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0077_STAMPING: M 194 1945
 HD0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0077+STABILITY: SURFACE MOTION
 HD0077
 HD0077  HISTORY     - Date     Condition        Report By
 HD0077  HISTORY     - 1945     MONUMENTED       CGS
 HD0077  HISTORY     - 1946     GOOD             NGS
 HD0077
 HD0077                          STATION DESCRIPTION
 HD0077
 HD0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HD0077'0.9 MI S FROM RICHLAND.
 HD0077'ABOUT 0.9 MILE SOUTH ALONG MISSOURI STATE HIGHWAY NO. 133 FROM
 HD0077'THE CROSSING OF THE HIGHWAY AND THE ST. LOUIS AND SAN FRANCISCO
 HD0077'RAILROAD AT RICHLAND, AND AT THE JUNCTION WITH A ROAD LEADING
 HD0077'NORTHEAST, 126 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE
 HD0077'LEADING WEST, 27 FEET WEST OF AND ABOUT 1 FOOT HIGHER THAN THE
 HD0077'CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 HD0077'2 FEET SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4 INCHES ABOVE
 HD0077'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0119 ***********************************************************************
 KD0119  DESIGNATION -  M 195 RESET
 KD0119  PID         -  KD0119
 KD0119  STATE/COUNTY-  MO/RANDOLPH
 KD0119  USGS QUAD   -  CLIFTON HILL (1979)
 KD0119
 KD0119                         *CURRENT SURVEY CONTROL
 KD0119  ___________________________________________________________________
 KD0119* NAD 83(1986)-  39 28 00.     (N)    092 39 52.     (W)     SCALED    
 KD0119* NAVD 88     -       210.06   (meters)     689.2    (feet)  RESET     
 KD0119  ___________________________________________________________________
 KD0119  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD0119
 KD0119  VERT ORDER  -  THIRD
 KD0119
 KD0119.The horizontal coordinates were scaled from a topographic map and have
 KD0119.an estimated accuracy of +/- 6 seconds.
 KD0119
 KD0119.The orthometric height was computed from unverified reset data.
 KD0119
 KD0119.The geoid height was determined by GEOID03.
 KD0119
 KD0119;                    North         East    Units  Estimated Accuracy
 KD0119;SPC MO C     -   403,250.      485,850.      MT  (+/- 180 meters Scaled)
 KD0119
 KD0119                          SUPERSEDED SURVEY CONTROL
 KD0119
 KD0119.No superseded survey control is available for this station.
 KD0119
 KD0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD288686(NAD 83)
 KD0119_MARKER: DB = BENCH MARK DISK
 KD0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0119_STAMPING: M 195 1945 RESET 1963
 KD0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0119+STABILITY: SURFACE MOTION
 KD0119
 KD0119  HISTORY     - Date     Condition        Report By
 KD0119  HISTORY     - 1963     MONUMENTED       LOCENG
 KD0119  HISTORY     - 1964     GOOD             NGS
 KD0119  HISTORY     - 1967     GOOD             NGS
 KD0119  HISTORY     - 1990     GOOD             USPSQD
 KD0119
 KD0119                          STATION DESCRIPTION
 KD0119
 KD0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KD0119'2 MI N FROM CLIFTON HILL.
 KD0119'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE WABASH
 KD0119'RAILROAD STATION AT CLIFTON HILL TO THE SITE OF THE MARK 54 FEET
 KD0119'RIGHT OR EAST OF AND ABOUT 5 FEET BELOW THE CENTERLINE OF THE
 KD0119'HIGHWAY, 50 FEET SOUTH AND 54 FEET EAST OF A 15 FT X 5 FT CONCRETE
 KD0119'CULVERT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES
 KD0119'ABOVE THE GROUND.
 KD0119
 KD0119                          STATION RECOVERY (1967)
 KD0119
 KD0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0119'RECOVERED IN GOOD CONDITION.
 KD0119
 KD0119                          STATION RECOVERY (1990)
 KD0119
 KD0119'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1906 ***********************************************************************
 JD1906  DESIGNATION -  M 199
 JD1906  PID         -  JD1906
 JD1906  STATE/COUNTY-  MO/JOHNSON
 JD1906  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1906
 JD1906                         *CURRENT SURVEY CONTROL
 JD1906  ___________________________________________________________________
 JD1906* NAD 83(1986)-  38 52 07.     (N)    093 42 04.     (W)     SCALED    
 JD1906* NAVD 88     -       253.480  (meters)     831.63   (feet)  ADJUSTED  
 JD1906  ___________________________________________________________________
 JD1906  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1906  DYNAMIC HT  -         253.313 (meters)     831.08  (feet)  COMP
 JD1906  MODELED GRAV-     979,960.9   (mgal)                       NAVD 88
 JD1906
 JD1906  VERT ORDER  -  SECOND    CLASS 0
 JD1906
 JD1906.The horizontal coordinates were scaled from a topographic map and have
 JD1906.an estimated accuracy of +/- 6 seconds.
 JD1906
 JD1906.The orthometric height was determined by differential leveling
 JD1906.and adjusted by the National Geodetic Survey in June 1991..
 JD1906
 JD1906.The geoid height was determined by GEOID03.
 JD1906
 JD1906.The dynamic height is computed by dividing the NAVD 88
 JD1906.geopotential number by the normal gravity value computed on the
 JD1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1906.degrees latitude (g = 980.6199 gals.).
 JD1906
 JD1906.The modeled gravity was interpolated from observed gravity values.
 JD1906
 JD1906;                    North         East    Units  Estimated Accuracy
 JD1906;SPC MO W     -   300,170.      919,330.      MT  (+/- 180 meters Scaled)
 JD1906
 JD1906                          SUPERSEDED SURVEY CONTROL
 JD1906
 JD1906  NGVD 29 (??/??/92)  253.391  (m)          831.33   (f) ADJ UNCH    2 0
 JD1906
 JD1906.Superseded values are not recommended for survey control.
 JD1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1906.See file dsdata.txt to determine how the superseded data were derived.
 JD1906
 JD1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD391024(NAD 83)
 JD1906_MARKER: DB = BENCH MARK DISK
 JD1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1906_STAMPING: M 199 1945
 JD1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1906+STABILITY: SURFACE MOTION
 JD1906
 JD1906  HISTORY     - Date     Condition        Report By
 JD1906  HISTORY     - 1945     MONUMENTED       CGS
 JD1906  HISTORY     - 1946     GOOD             NGS
 JD1906  HISTORY     - 1963     GOOD             NGS
 JD1906
 JD1906                          STATION DESCRIPTION
 JD1906
 JD1906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1906'5.6 MI W FROM VALLEY CITY.
 JD1906'ABOUT 0.3 MILE NORTH ALONG A DIRT ROAD FROM THE OTTO BALDWIN
 JD1906'STORE AT VALLEY CITY, THENCE 5.3 MILES WEST ALONG JOHNSON COUNTY
 JD1906'HIGHWAY E, 31 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 JD1906'OF THE HIGHWAY, 7 FEET SOUTHEAST OF A POWER LINE POLE, 7 FEET
 JD1906'EAST OF A NORTH-SOUTH FENCE, 3 FEET SOUTH OF THE RIGHT OF WAY
 JD1906'FENCE, 2 FEET WEST OF A 4 X 4 MARKER POST.  A BRONZE DISK SET IN
 JD1906'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 JD1906
 JD1906                          STATION RECOVERY (1963)
 JD1906
 JD1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0227 ***********************************************************************
 LF0227  DESIGNATION -  M 20
 LF0227  PID         -  LF0227
 LF0227  STATE/COUNTY-  MO/NODAWAY
 LF0227  USGS QUAD   -  BLANCHARD (1981)
 LF0227
 LF0227                         *CURRENT SURVEY CONTROL
 LF0227  ___________________________________________________________________
 LF0227* NAD 83(1986)-  40 31 34.     (N)    095 08 09.     (W)     SCALED    
 LF0227* NAVD 88     -       298.143  (meters)     978.16   (feet)  ADJUSTED  
 LF0227  ___________________________________________________________________
 LF0227  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 LF0227  DYNAMIC HT  -         297.985 (meters)     977.64  (feet)  COMP
 LF0227  MODELED GRAV-     980,087.2   (mgal)                       NAVD 88
 LF0227
 LF0227  VERT ORDER  -  FIRST     CLASS II
 LF0227
 LF0227.The horizontal coordinates were scaled from a topographic map and have
 LF0227.an estimated accuracy of +/- 6 seconds.
 LF0227
 LF0227.The orthometric height was determined by differential leveling
 LF0227.and adjusted by the National Geodetic Survey in June 1991..
 LF0227
 LF0227.The geoid height was determined by GEOID03.
 LF0227
 LF0227.The dynamic height is computed by dividing the NAVD 88
 LF0227.geopotential number by the normal gravity value computed on the
 LF0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0227.degrees latitude (g = 980.6199 gals.).
 LF0227
 LF0227.The modeled gravity was interpolated from observed gravity values.
 LF0227
 LF0227;                    North         East    Units  Estimated Accuracy
 LF0227;SPC MO W     -   484,080.      796,130.      MT  (+/- 180 meters Scaled)
 LF0227
 LF0227                          SUPERSEDED SURVEY CONTROL
 LF0227
 LF0227  NGVD 29 (??/??/92)  298.049  (m)          977.85   (f) ADJ UNCH    1 2
 LF0227
 LF0227.Superseded values are not recommended for survey control.
 LF0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0227.See file dsdata.txt to determine how the superseded data were derived.
 LF0227
 LF0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE190883(NAD 83)
 LF0227_MARKER: DB = BENCH MARK DISK
 LF0227_SETTING: 0 = UNSPECIFIED SETTING
 LF0227_STAMPING: M 20 1933
 LF0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0227
 LF0227  HISTORY     - Date     Condition        Report By
 LF0227  HISTORY     - 1933     MONUMENTED       CGS
 LF0227  HISTORY     - 1961     GOOD             NGS
 LF0227
 LF0227                          STATION DESCRIPTION
 LF0227
 LF0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF0227'1 MI NW FROM ELMO.
 LF0227'ABOUT 1.0 MILE NORTHWEST ALONG THE WABASH RAILROAD FROM THE STATION
 LF0227'AT ELMO, NODAWAY COUNTY, 51 FEET SOUTHWEST OF THE CENTER OF A
 LF0227'NORTH-SOUTH ROAD WHERE IT CROSSES THE TRACK, 47 FEET SOUTH-SOUTHWEST
 LF0227'OF THE CENTER OF TRACK, 33 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LF0227'ROAD, 32 FEET SOUTHEAST OF THE 24TH POLE NORTHWEST OF MILEPOST 338,
 LF0227'5 FEET WEST-NORTHWEST OF A FENCE CORNER, 2 FEET NORTH-NORTHEAST OF
 LF0227'THE RAILROAD RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A NEW STEEL
 LF0227'WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 LF0227'M 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0785 ***********************************************************************
 JD0785  DESIGNATION -  M 200
 JD0785  PID         -  JD0785
 JD0785  STATE/COUNTY-  MO/PETTIS
 JD0785  USGS QUAD   -  LA MONTE (1973)
 JD0785
 JD0785                         *CURRENT SURVEY CONTROL
 JD0785  ___________________________________________________________________
 JD0785* NAD 83(1986)-  38 52 08.     (N)    093 28 38.     (W)     SCALED    
 JD0785* NAVD 88     -       246.775  (meters)     809.63   (feet)  ADJUSTED  
 JD0785  ___________________________________________________________________
 JD0785  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD0785  DYNAMIC HT  -         246.613 (meters)     809.10  (feet)  COMP
 JD0785  MODELED GRAV-     979,963.3   (mgal)                       NAVD 88
 JD0785
 JD0785  VERT ORDER  -  SECOND    CLASS 0
 JD0785
 JD0785.The horizontal coordinates were scaled from a topographic map and have
 JD0785.an estimated accuracy of +/- 6 seconds.
 JD0785
 JD0785.The orthometric height was determined by differential leveling
 JD0785.and adjusted by the National Geodetic Survey in June 1991..
 JD0785.WARNING-Repeat measurements at this control monument indicate possible
 JD0785.vertical movement.
 JD0785
 JD0785.The geoid height was determined by GEOID03.
 JD0785
 JD0785.The dynamic height is computed by dividing the NAVD 88
 JD0785.geopotential number by the normal gravity value computed on the
 JD0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0785.degrees latitude (g = 980.6199 gals.).
 JD0785
 JD0785.The modeled gravity was interpolated from observed gravity values.
 JD0785
 JD0785;                    North         East    Units  Estimated Accuracy
 JD0785;SPC MO C     -   337,330.      415,200.      MT  (+/- 180 meters Scaled)
 JD0785
 JD0785                          SUPERSEDED SURVEY CONTROL
 JD0785
 JD0785  NGVD 29 (??/??/92)  246.689  (m)          809.35   (f) ADJ UNCH    2 0
 JD0785
 JD0785.Superseded values are not recommended for survey control.
 JD0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0785.See file dsdata.txt to determine how the superseded data were derived.
 JD0785
 JD0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD586023(NAD 83)
 JD0785_MARKER: DB = BENCH MARK DISK
 JD0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0785_STAMPING: M 200 1945
 JD0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0785+STABILITY: SURFACE MOTION
 JD0785
 JD0785  HISTORY     - Date     Condition        Report By
 JD0785  HISTORY     - 1945     MONUMENTED       CGS
 JD0785  HISTORY     - 1946     GOOD             NGS
 JD0785  HISTORY     - 1962     GOOD             NGS
 JD0785
 JD0785                          STATION DESCRIPTION
 JD0785
 JD0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD0785'9.9 MI SW FROM SWEET SPRINGS.
 JD0785'ABOUT 0.2 MILE SOUTH ALONG MILLER STREET FROM THE MISSOURI PACIFIC
 JD0785'RAILROAD STATION AT SWEET SPRINGS, THENCE 4.5 MILES SOUTHWEST ALONG
 JD0785'MISSOURI STATE HIGHWAY 127, THENCE 2.1 MILES WEST ALONG A GRAVEL
 JD0785'ROAD, THENCE 3.1 MILES SOUTH ALONG A GRAVEL ROAD, AND AT A JUNCTION
 JD0785'WITH AN EAST-WEST ROAD, 34 FEET NORTH OF AND ABOUT LEVEL WITH THE
 JD0785'CENTER LINE OF THE EAST-WEST ROAD, 34 FEET WEST OF THE CENTER LINE
 JD0785'OF THE NORTH-SOUTH ROAD, 6 FEET WEST OF THE RIGHT OF WAY FENCE
 JD0785'CORNER, 2 FEET SOUTH OF THE EAST-WEST RIGHT OF WAY FENCE, 1 FOOT
 JD0785'EAST OF A 4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 JD0785'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 JD0785
 JD0785                          STATION RECOVERY (1962)
 JD0785
 JD0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0138 ***********************************************************************
 KD0138  DESIGNATION -  M 201
 KD0138  PID         -  KD0138
 KD0138  STATE/COUNTY-  MO/CHARITON
 KD0138  USGS QUAD   -  SALISBURY (1979)
 KD0138
 KD0138                         *CURRENT SURVEY CONTROL
 KD0138  ___________________________________________________________________
 KD0138* NAD 83(1986)-  39 25 36.     (N)    092 45 43.     (W)     SCALED    
 KD0138* NAVD 88     -       198.998  (meters)     652.88   (feet)  ADJUSTED  
 KD0138  ___________________________________________________________________
 KD0138  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KD0138  DYNAMIC HT  -         198.883 (meters)     652.50  (feet)  COMP
 KD0138  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 KD0138
 KD0138  VERT ORDER  -  SECOND    CLASS 0
 KD0138
 KD0138.The horizontal coordinates were scaled from a topographic map and have
 KD0138.an estimated accuracy of +/- 6 seconds.
 KD0138
 KD0138.The orthometric height was determined by differential leveling
 KD0138.and adjusted by the National Geodetic Survey in June 1991..
 KD0138
 KD0138.The geoid height was determined by GEOID03.
 KD0138
 KD0138.The dynamic height is computed by dividing the NAVD 88
 KD0138.geopotential number by the normal gravity value computed on the
 KD0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0138.degrees latitude (g = 980.6199 gals.).
 KD0138
 KD0138.The modeled gravity was interpolated from observed gravity values.
 KD0138
 KD0138;                    North         East    Units  Estimated Accuracy
 KD0138;SPC MO C     -   398,830.      477,450.      MT  (+/- 180 meters Scaled)
 KD0138
 KD0138                          SUPERSEDED SURVEY CONTROL
 KD0138
 KD0138  NGVD 29 (??/??/92)  198.983  (m)          652.83   (f) ADJ UNCH    2 0
 KD0138
 KD0138.Superseded values are not recommended for survey control.
 KD0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0138.See file dsdata.txt to determine how the superseded data were derived.
 KD0138
 KD0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD204641(NAD 83)
 KD0138_MARKER: DB = BENCH MARK DISK
 KD0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0138_SP_SET: BRIDGE ABUTMENT
 KD0138_STAMPING: M 201 1946
 KD0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0138
 KD0138  HISTORY     - Date     Condition        Report By
 KD0138  HISTORY     - 1946     MONUMENTED       CGS
 KD0138  HISTORY     - 1967     GOOD             NGS
 KD0138
 KD0138                          STATION DESCRIPTION
 KD0138
 KD0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KD0138'2 MI E FROM SALISBURY.
 KD0138'2.0 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 KD0138'SALISBURY, ABOUT 600 FEET EAST OF MILE POST 110, 9 FEET NORTH OF
 KD0138'THE CENTER LINE OF THE RAILROAD.  A BRONZE DISK SET IN THE TOP
 KD0138'OF THE NORTH END OF THE EAST ABUTMENT OF STEEL BRIDGE 449.
 KD0138
 KD0138                          STATION RECOVERY (1967)
 KD0138
 KD0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0632 ***********************************************************************
 JC0632  DESIGNATION -  M 202
 JC0632  PID         -  JC0632
 JC0632  STATE/COUNTY-  MO/GASCONADE
 JC0632  USGS QUAD   -  HERMANN (1985)
 JC0632
 JC0632                         *CURRENT SURVEY CONTROL
 JC0632  ___________________________________________________________________
 JC0632* NAD 83(1986)-  38 41 34.     (N)    091 29 36.     (W)     SCALED    
 JC0632* NAVD 88     -       159.825  (meters)     524.36   (feet)  ADJUSTED  
 JC0632  ___________________________________________________________________
 JC0632  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JC0632  DYNAMIC HT  -         159.720 (meters)     524.01  (feet)  COMP
 JC0632  MODELED GRAV-     979,969.2   (mgal)                       NAVD 88
 JC0632
 JC0632  VERT ORDER  -  FIRST     CLASS II
 JC0632
 JC0632.The horizontal coordinates were scaled from a topographic map and have
 JC0632.an estimated accuracy of +/- 6 seconds.
 JC0632
 JC0632.The orthometric height was determined by differential leveling
 JC0632.and adjusted by the National Geodetic Survey in June 1991..
 JC0632
 JC0632.The geoid height was determined by GEOID03.
 JC0632
 JC0632.The dynamic height is computed by dividing the NAVD 88
 JC0632.geopotential number by the normal gravity value computed on the
 JC0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0632.degrees latitude (g = 980.6199 gals.).
 JC0632
 JC0632.The modeled gravity was interpolated from observed gravity values.
 JC0632
 JC0632;                    North         East    Units  Estimated Accuracy
 JC0632;SPC MO E     -   317,800.      163,590.      MT  (+/- 180 meters Scaled)
 JC0632
 JC0632                          SUPERSEDED SURVEY CONTROL
 JC0632
 JC0632  NGVD 29 (??/??/92)  159.854  (m)          524.45   (f) ADJ UNCH    1 2
 JC0632
 JC0632.Superseded values are not recommended for survey control.
 JC0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0632.See file dsdata.txt to determine how the superseded data were derived.
 JC0632
 JC0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC310837(NAD 83)
 JC0632_MARKER: DB = BENCH MARK DISK
 JC0632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0632_SP_SET: BRIDGE
 JC0632_STAMPING: M 202 1946
 JC0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0632
 JC0632  HISTORY     - Date     Condition        Report By
 JC0632  HISTORY     - 1946     MONUMENTED       CGS
 JC0632  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0632
 JC0632                          STATION DESCRIPTION
 JC0632
 JC0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0632'3.3 MI SW FROM HERMANN.
 JC0632'ABOUT 3.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JC0632'FROM THE STATION AT HERMANN, ABOUT THREE POLES WEST OF MILE POST
 JC0632'84-10, 8.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 JC0632'OF THE NORTH TRACK, ON TOP OF THE NORTH END OF THE EAST CONCRETE
 JC0632'ABUTMENT OF BRIDGE NO. 20A.  A BRONZE BENCH MARK DISK SET IN A
 JC0632'DRILL HOLE IN CONCRETE .
 JC0632
 JC0632                          STATION RECOVERY (1986)
 JC0632
 JC0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0504 ***********************************************************************
 JC0504  DESIGNATION -  M 203
 JC0504  PID         -  JC0504
 JC0504  STATE/COUNTY-  MO/FRANKLIN
 JC0504  USGS QUAD   -  WASHINGTON EAST (1972)
 JC0504
 JC0504                         *CURRENT SURVEY CONTROL
 JC0504  ___________________________________________________________________
 JC0504* NAD 83(1986)-  38 32 01.     (N)    090 56 10.     (W)     SCALED    
 JC0504* NAVD 88     -       148.483  (meters)     487.15   (feet)  ADJUSTED  
 JC0504  ___________________________________________________________________
 JC0504  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JC0504  DYNAMIC HT  -         148.387 (meters)     486.83  (feet)  COMP
 JC0504  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 JC0504
 JC0504  VERT ORDER  -  FIRST     CLASS II
 JC0504
 JC0504.The horizontal coordinates were scaled from a topographic map and have
 JC0504.an estimated accuracy of +/- 6 seconds.
 JC0504
 JC0504.The orthometric height was determined by differential leveling
 JC0504.and adjusted by the National Geodetic Survey in June 1991..
 JC0504
 JC0504.The geoid height was determined by GEOID03.
 JC0504
 JC0504.The dynamic height is computed by dividing the NAVD 88
 JC0504.geopotential number by the normal gravity value computed on the
 JC0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0504.degrees latitude (g = 980.6199 gals.).
 JC0504
 JC0504.The modeled gravity was interpolated from observed gravity values.
 JC0504
 JC0504;                    North         East    Units  Estimated Accuracy
 JC0504;SPC MO E     -   299,750.      211,980.      MT  (+/- 180 meters Scaled)
 JC0504
 JC0504                          SUPERSEDED SURVEY CONTROL
 JC0504
 JC0504  NGVD 29 (??/??/92)  148.553  (m)          487.38   (f) ADJ UNCH    1 2
 JC0504
 JC0504.Superseded values are not recommended for survey control.
 JC0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0504.See file dsdata.txt to determine how the superseded data were derived.
 JC0504
 JC0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC798670(NAD 83)
 JC0504_MARKER: DB = BENCH MARK DISK
 JC0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0504_SP_SET: CULVERT
 JC0504_STAMPING: M 203 1946
 JC0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0504
 JC0504  HISTORY     - Date     Condition        Report By
 JC0504  HISTORY     - 1946     MONUMENTED       CGS
 JC0504  HISTORY     - 1986     MARK NOT FOUND   NGS
 JC0504
 JC0504                          STATION DESCRIPTION
 JC0504
 JC0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JC0504'2.5 MI W FROM BOLES.
 JC0504'2.5 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0504'STATION AT BOLES, ACROSS THE TRACKS FROM THE FOURTH POLE EAST OF
 JC0504'MILE POST 47-10, 20.0 FEET SOUTH OF AND ABOUT 1.0 FOOT LOWER THAN
 JC0504'THE CENTER LINE OF THE SOUTH TRACK, ON TOP OF THE WEST END OF
 JC0504'THE SOUTH HEADWALL OF A STONE AND CONCRETE CULVERT.  A BRONZE
 JC0504'BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 JC0504
 JC0504                          STATION RECOVERY (1986)
 JC0504
 JC0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JC0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0485 ***********************************************************************
 JC0485  DESIGNATION -  M 204
 JC0485  PID         -  JC0485
 JC0485  STATE/COUNTY-  MO/ST LOUIS
 JC0485  USGS QUAD   -  MANCHESTER (1993)
 JC0485
 JC0485                         *CURRENT SURVEY CONTROL
 JC0485  ___________________________________________________________________
 JC0485* NAD 83(1986)-  38 32 51.     (N)    090 33 12.     (W)     SCALED    
 JC0485* NAVD 88     -       131.837  (meters)     432.54   (feet)  ADJUSTED  
 JC0485  ___________________________________________________________________
 JC0485  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JC0485  DYNAMIC HT  -         131.751 (meters)     432.25  (feet)  COMP
 JC0485  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 JC0485
 JC0485  VERT ORDER  -  FIRST     CLASS I
 JC0485
 JC0485.The horizontal coordinates were scaled from a topographic map and have
 JC0485.an estimated accuracy of +/- 6 seconds.
 JC0485
 JC0485.The orthometric height was determined by differential leveling
 JC0485.and adjusted by the National Geodetic Survey in June 1991..
 JC0485.WARNING-Repeat measurements at this control monument indicate possible
 JC0485.vertical movement.
 JC0485
 JC0485.The geoid height was determined by GEOID03.
 JC0485
 JC0485.The dynamic height is computed by dividing the NAVD 88
 JC0485.geopotential number by the normal gravity value computed on the
 JC0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0485.degrees latitude (g = 980.6199 gals.).
 JC0485
 JC0485.The modeled gravity was interpolated from observed gravity values.
 JC0485
 JC0485;                    North         East    Units  Estimated Accuracy
 JC0485;SPC MO E     -   301,200.      245,350.      MT  (+/- 180 meters Scaled)
 JC0485
 JC0485                          SUPERSEDED SURVEY CONTROL
 JC0485
 JC0485  NGVD 29 (??/??/92)  131.926  (m)          432.83   (f) ADJ UNCH    1 1
 JC0485
 JC0485.Superseded values are not recommended for survey control.
 JC0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0485.See file dsdata.txt to determine how the superseded data were derived.
 JC0485
 JC0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC132694(NAD 83)
 JC0485_MARKER: DB = BENCH MARK DISK
 JC0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0485_SP_SET: CULVERT
 JC0485_STAMPING: M 204 1946
 JC0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0485
 JC0485  HISTORY     - Date     Condition        Report By
 JC0485  HISTORY     - 1946     MONUMENTED       CGS
 JC0485  HISTORY     - 1969     GOOD             NGS
 JC0485
 JC0485                          STATION DESCRIPTION
 JC0485
 JC0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0485'3.2 MI W FROM VALLEY PARK.
 JC0485'ABOUT 3.15 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0485'THE OVERPASS OVER STATE HIGHWAY 141 AT VALLEY PARK, NEAR MILEPOLE
 JC0485'22-12, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL FOR
 JC0485'A 6-FOOT CONCRETE BOX CULVERT, 13 FEET SOUTH OF THE SOUTH RAIL OF
 JC0485'THE EASTBOUND TRACK, 0.4 FOOT WEST OF THE EAST END OF THE HEAD
 JC0485'WALL AND 3 FEET BELOW THE LEVEL OF THE TRACK.  SEC 15, T44N, R4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0208 ***********************************************************************
 JC0208  DESIGNATION -  M 205
 JC0208  PID         -  JC0208
 JC0208  STATE/COUNTY-  MO/ST LOUIS
 JC0208  USGS QUAD   -  WEBSTER GROVES (1993)
 JC0208
 JC0208                         *CURRENT SURVEY CONTROL
 JC0208  ___________________________________________________________________
 JC0208* NAD 83(1986)-  38 36 32.     (N)    090 18 54.     (W)     SCALED    
 JC0208* NAVD 88     -       145.344  (meters)     476.85   (feet)  ADJUSTED  
 JC0208  ___________________________________________________________________
 JC0208  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JC0208  DYNAMIC HT  -         145.250 (meters)     476.54  (feet)  COMP
 JC0208  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 JC0208
 JC0208  VERT ORDER  -  FIRST     CLASS I
 JC0208
 JC0208.The horizontal coordinates were scaled from a topographic map and have
 JC0208.an estimated accuracy of +/- 6 seconds.
 JC0208
 JC0208.The orthometric height was determined by differential leveling
 JC0208.and adjusted by the National Geodetic Survey in June 1991..
 JC0208.WARNING-Repeat measurements at this control monument indicate possible
 JC0208.vertical movement.
 JC0208
 JC0208.The geoid height was determined by GEOID03.
 JC0208
 JC0208.The dynamic height is computed by dividing the NAVD 88
 JC0208.geopotential number by the normal gravity value computed on the
 JC0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0208.degrees latitude (g = 980.6199 gals.).
 JC0208
 JC0208.The modeled gravity was interpolated from observed gravity values.
 JC0208
 JC0208;                    North         East    Units  Estimated Accuracy
 JC0208;SPC MO E     -   308,030.      266,110.      MT  (+/- 180 meters Scaled)
 JC0208
 JC0208                          SUPERSEDED SURVEY CONTROL
 JC0208
 JC0208  NGVD 29 (??/??/92)  145.450  (m)          477.20   (f) ADJ UNCH    1 1
 JC0208
 JC0208.Superseded values are not recommended for survey control.
 JC0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0208.See file dsdata.txt to determine how the superseded data were derived.
 JC0208
 JC0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC337767(NAD 83)
 JC0208_MARKER: DB = BENCH MARK DISK
 JC0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0208_SP_SET: LIGHT STRUCTURE
 JC0208_STAMPING: M 205 1946
 JC0208_MARK LOGO: CGS   
 JC0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0208+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1989
 JC0208
 JC0208  HISTORY     - Date     Condition        Report By
 JC0208  HISTORY     - 1946     MONUMENTED       CGS
 JC0208  HISTORY     - 1969     GOOD             NGS
 JC0208  HISTORY     - 19891212 GOOD             MODNR
 JC0208  HISTORY     - 19940511 MARK NOT FOUND   USPSQD
 JC0208  HISTORY     - 19990401 MARK NOT FOUND   USPSQD
 JC0208
 JC0208                          STATION DESCRIPTION
 JC0208
 JC0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0208'AT MAPLEWOOD.
 JC0208'AT MAPLEWOOD, ABOUT 0.6 MILE NORTHEAST ALONG THE MISSOURI PACIFIC
 JC0208'RAILROAD FROM THE OVERPASS OVER BIG BEND BLVD. AT THE JUNCTION
 JC0208'OF SEVERAL STREETS, SET IN THE TOP OF THE EAST CORNER OF THE
 JC0208'CONCRETE WALKWAY ALONG THE NORTHWEST SIDE OF THE RAILROAD OVERPASS
 JC0208'OVER A CONNECTING DRIVE BETWEEN THE STREETS, NEAR MILEPOLE 7-7,
 JC0208'3.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 0.6 FOOT WEST OF THE
 JC0208'EAST CORNER OF THE WALKWAY AND 1/2 FOOT ABOVE THE LEVEL OF THE
 JC0208'TRACK.
 JC0208
 JC0208                          STATION RECOVERY (1989)
 JC0208
 JC0208'RECOVERY NOTE BY MO DEPT OF NAT RES 1989
 JC0208'RECOVERED AS DESCRIBED.
 JC0208
 JC0208                          STATION RECOVERY (1994)
 JC0208
 JC0208'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0208'MARK NOT FOUND.
 JC0208
 JC0208                          STATION RECOVERY (1999)
 JC0208
 JC0208'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0481 ***********************************************************************
 LF0481  DESIGNATION -  M 206
 LF0481  PID         -  LF0481
 LF0481  STATE/COUNTY-  MO/HOLT
 LF0481  USGS QUAD   -  BIG LAKE (1981)
 LF0481
 LF0481                         *CURRENT SURVEY CONTROL
 LF0481  ___________________________________________________________________
 LF0481* NAD 83(1986)-  40 06 38.     (N)    095 18 54.     (W)     SCALED    
 LF0481* NAVD 88     -       264.828  (meters)     868.86   (feet)  ADJUSTED  
 LF0481  ___________________________________________________________________
 LF0481  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LF0481  DYNAMIC HT  -         264.684 (meters)     868.38  (feet)  COMP
 LF0481  MODELED GRAV-     980,073.8   (mgal)                       NAVD 88
 LF0481
 LF0481  VERT ORDER  -  SECOND    CLASS 0
 LF0481
 LF0481.The horizontal coordinates were scaled from a topographic map and have
 LF0481.an estimated accuracy of +/- 6 seconds.
 LF0481
 LF0481.The orthometric height was determined by differential leveling
 LF0481.and adjusted by the National Geodetic Survey in June 1991..
 LF0481
 LF0481.The geoid height was determined by GEOID03.
 LF0481
 LF0481.The dynamic height is computed by dividing the NAVD 88
 LF0481.geopotential number by the normal gravity value computed on the
 LF0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0481.degrees latitude (g = 980.6199 gals.).
 LF0481
 LF0481.The modeled gravity was interpolated from observed gravity values.
 LF0481
 LF0481;                    North         East    Units  Estimated Accuracy
 LF0481;SPC MO W     -   438,060.      780,520.      MT  (+/- 180 meters Scaled)
 LF0481
 LF0481                          SUPERSEDED SURVEY CONTROL
 LF0481
 LF0481  NGVD 29 (??/??/??)  264.89   (m)          869.1    (f) RESET       3  
 LF0481
 LF0481.Superseded values are not recommended for survey control.
 LF0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0481.See file dsdata.txt to determine how the superseded data were derived.
 LF0481
 LF0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE027425(NAD 83)
 LF0481_MARKER: DB = BENCH MARK DISK
 LF0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0481_SP_SET: BRIDGE ABUTMENT
 LF0481_STAMPING: M 206 1948
 LF0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0481
 LF0481  HISTORY     - Date     Condition        Report By
 LF0481  HISTORY     - 1948     MONUMENTED       CGS
 LF0481  HISTORY     - 1959     MARK NOT FOUND   NGS
 LF0481
 LF0481                          STATION DESCRIPTION
 LF0481
 LF0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0481'1.3 MI W FROM BIGELOW.
 LF0481'1.3 MILES WEST ALONG STATE HIGHWAY NO. 118 FROM THE POST OFFICE
 LF0481'AT BIGELOW, SET IN THE NORTH END OF THE EAST ABUTMENT OF A STEEL
 LF0481'BRIDGE OVER LITTLE TARKIO CREEK, 12.0 FEET NORTH OF THE CENTER
 LF0481'LINE OF THE HIGHWAY, 1.0 FOOT ABOVE BRIDGE LEVEL, 0.6 FOOT
 LF0481'SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.  NOTE-- BRIDGE
 LF0481'HAS BEEN MODIFIED.
 LF0481
 LF0481                          STATION RECOVERY (1959)
 LF0481
 LF0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LF0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0482 ***********************************************************************
 LF0482  DESIGNATION -  M 206 RESET
 LF0482  PID         -  LF0482
 LF0482  STATE/COUNTY-  MO/HOLT
 LF0482  USGS QUAD   -  BIG LAKE (1981)
 LF0482
 LF0482                         *CURRENT SURVEY CONTROL
 LF0482  ___________________________________________________________________
 LF0482* NAD 83(1986)-  40 06 38.     (N)    095 18 54.     (W)     SCALED    
 LF0482* NAVD 88     -       264.96   (meters)     869.3    (feet)  RESET     
 LF0482  ___________________________________________________________________
 LF0482  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LF0482
 LF0482  VERT ORDER  -  THIRD
 LF0482
 LF0482.The horizontal coordinates were scaled from a topographic map and have
 LF0482.an estimated accuracy of +/- 6 seconds.
 LF0482
 LF0482.The orthometric height was computed from unverified reset data.
 LF0482
 LF0482.The geoid height was determined by GEOID03.
 LF0482
 LF0482;                    North         East    Units  Estimated Accuracy
 LF0482;SPC MO W     -   438,060.      780,520.      MT  (+/- 180 meters Scaled)
 LF0482
 LF0482                          SUPERSEDED SURVEY CONTROL
 LF0482
 LF0482.No superseded survey control is available for this station.
 LF0482
 LF0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE027425(NAD 83)
 LF0482_MARKER: DB = BENCH MARK DISK
 LF0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0482_SP_SET: BRIDGE
 LF0482_STAMPING: M 206 RESET 1954
 LF0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0482
 LF0482  HISTORY     - Date     Condition        Report By
 LF0482  HISTORY     - 1954     MONUMENTED       CGS
 LF0482  HISTORY     - 1970     GOOD             NGS
 LF0482  HISTORY     - 1975     MARK NOT FOUND   USGS
 LF0482
 LF0482                          STATION DESCRIPTION
 LF0482
 LF0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LF0482'1.3 MI W FROM BIGELOW.
 LF0482'1.3 MILES WEST ALONG STATE HIGHWAY 118 FROM THE POST OFFICE AT
 LF0482'BIGELOW, HOLT COUNTY, AT A STEEL BRIDGE OVER LITTLE TARKIO
 LF0482'RIVER, IN THE NORTH END OF THE EAST CONCRETE CAP UNDER THE
 LF0482'TRUSS, 0.4 FEET SOUTHWEST OF THE NORTHEAST END, 15.5 FEET
 LF0482'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 5.5 FEET LOWER
 LF0482'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 206 RESET 1954.
 LF0482'NOTE-- THE BRIDGE OVER TARKIO CREEK HAS BEEN MODIFIED AND RAISED
 LF0482'AND NO TRACE OF THE MARK COULD BE FOUND.  THIS BENCH MARK SHOULD
 LF0482'BE LISTED AS DESTROYED.
 LF0482
 LF0482                          STATION RECOVERY (1970)
 LF0482
 LF0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LF0482'RECOVERED IN GOOD CONDITION.
 LF0482
 LF0482                          STATION RECOVERY (1975)
 LF0482
 LF0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LF0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0390 ***********************************************************************
 LF0390  DESIGNATION -  M 207
 LF0390  PID         -  LF0390
 LF0390  STATE/COUNTY-  MO/HOLT
 LF0390  USGS QUAD   -  CORNING (1984)
 LF0390
 LF0390                         *CURRENT SURVEY CONTROL
 LF0390  ___________________________________________________________________
 LF0390* NAD 83(1986)-  40 14 58.     (N)    095 27 56.     (W)     SCALED    
 LF0390* NAVD 88     -       267.028  (meters)     876.07   (feet)  ADJUSTED  
 LF0390  ___________________________________________________________________
 LF0390  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LF0390  DYNAMIC HT  -         266.884 (meters)     875.60  (feet)  COMP
 LF0390  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 LF0390
 LF0390  VERT ORDER  -  FIRST     CLASS II
 LF0390
 LF0390.The horizontal coordinates were scaled from a topographic map and have
 LF0390.an estimated accuracy of +/- 6 seconds.
 LF0390
 LF0390.The orthometric height was determined by differential leveling
 LF0390.and adjusted by the National Geodetic Survey in June 1991..
 LF0390
 LF0390.The geoid height was determined by GEOID03.
 LF0390
 LF0390.The dynamic height is computed by dividing the NAVD 88
 LF0390.geopotential number by the normal gravity value computed on the
 LF0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0390.degrees latitude (g = 980.6199 gals.).
 LF0390
 LF0390.The modeled gravity was interpolated from observed gravity values.
 LF0390
 LF0390;                    North         East    Units  Estimated Accuracy
 LF0390;SPC MO W     -   453,610.      767,850.      MT  (+/- 180 meters Scaled)
 LF0390
 LF0390                          SUPERSEDED SURVEY CONTROL
 LF0390
 LF0390  NGVD 29 (??/??/92)  266.947  (m)          875.81   (f) ADJ UNCH    1 2
 LF0390
 LF0390.Superseded values are not recommended for survey control.
 LF0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0390.See file dsdata.txt to determine how the superseded data were derived.
 LF0390
 LF0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE902583(NAD 83)
 LF0390_MARKER: DB = BENCH MARK DISK
 LF0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0390_STAMPING: M 207 1948
 LF0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0390+STABILITY: SURFACE MOTION
 LF0390
 LF0390  HISTORY     - Date     Condition        Report By
 LF0390  HISTORY     - 1948     MONUMENTED       CGS
 LF0390  HISTORY     - 1961     GOOD             NGS
 LF0390  HISTORY     - 19890728 MARK NOT FOUND   NGS
 LF0390
 LF0390                          STATION DESCRIPTION
 LF0390
 LF0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0390'0.7 MI NW FROM CORNING.
 LF0390'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 111 FROM THE STATION AT
 LF0390'CORNING, THENCE 0.6 MILE WEST ALONG A DIRT ROAD, 49.2 FEET
 LF0390'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 18.0 FEET
 LF0390'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 23.0 FEET
 LF0390'NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 4.6 FEET NORTHEAST
 LF0390'OF A CORNER FENCE POST, 2.0 FEET SOUTHWEST OF A TELEPHONE POLE,
 LF0390'3.8 FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A REFERENCE POST,
 LF0390'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 LF0390'THE GROUND.
 LF0390
 LF0390                          STATION RECOVERY (1961)
 LF0390
 LF0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0390'RECOVERED IN GOOD CONDITION.
 LF0390
 LF0390                          STATION RECOVERY (1989)
 LF0390
 LF0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0561 ***********************************************************************
 LF0561  DESIGNATION -  M 208
 LF0561  PID         -  LF0561
 LF0561  STATE/COUNTY-  MO/ATCHISON
 LF0561  USGS QUAD   -  LANGDON (1984)
 LF0561
 LF0561                         *CURRENT SURVEY CONTROL
 LF0561  ___________________________________________________________________
 LF0561* NAD 83(1986)-  40 19 21.     (N)    095 32 21.     (W)     SCALED    
 LF0561* NAVD 88     -       268.430  (meters)     880.67   (feet)  ADJUSTED  
 LF0561  ___________________________________________________________________
 LF0561  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LF0561  DYNAMIC HT  -         268.285 (meters)     880.20  (feet)  COMP
 LF0561  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 LF0561
 LF0561  VERT ORDER  -  FIRST     CLASS II
 LF0561
 LF0561.The horizontal coordinates were scaled from a topographic map and have
 LF0561.an estimated accuracy of +/- 6 seconds.
 LF0561
 LF0561.The orthometric height was determined by differential leveling
 LF0561.and adjusted by the National Geodetic Survey in June 1991..
 LF0561
 LF0561.The geoid height was determined by GEOID03.
 LF0561
 LF0561.The dynamic height is computed by dividing the NAVD 88
 LF0561.geopotential number by the normal gravity value computed on the
 LF0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0561.degrees latitude (g = 980.6199 gals.).
 LF0561
 LF0561.The modeled gravity was interpolated from observed gravity values.
 LF0561
 LF0561;                    North         East    Units  Estimated Accuracy
 LF0561;SPC MO W     -   461,790.      761,690.      MT  (+/- 180 meters Scaled)
 LF0561
 LF0561                          SUPERSEDED SURVEY CONTROL
 LF0561
 LF0561  NGVD 29 (??/??/92)  268.345  (m)          880.40   (f) ADJ UNCH    1 2
 LF0561
 LF0561.Superseded values are not recommended for survey control.
 LF0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0561.See file dsdata.txt to determine how the superseded data were derived.
 LF0561
 LF0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE842666(NAD 83)
 LF0561_MARKER: DB = BENCH MARK DISK
 LF0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0561_SP_SET: CONCRETE POST
 LF0561_STAMPING: M 208 1948
 LF0561_MARK LOGO: CGS   
 LF0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0561+STABILITY: SURFACE MOTION
 LF0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0561+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0561
 LF0561  HISTORY     - Date     Condition        Report By
 LF0561  HISTORY     - 1948     MONUMENTED       CGS
 LF0561  HISTORY     - 1961     GOOD             NGS
 LF0561  HISTORY     - 19890726 GOOD             NGS
 LF0561
 LF0561                          STATION DESCRIPTION
 LF0561
 LF0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0561'2.5 MI NW FROM NISHNABOTNA.
 LF0561'2.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0561'RAILROAD FROM THE STATION AT NISHNABOTNA, AT A PUBLIC ROAD
 LF0561'CROSSING, 18.2 FEET EAST OF THE 6 TH. POLE SOUTHEAST OF MILEPOST
 LF0561'122, 45.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 LF0561'31.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD CURVING TO
 LF0561'THE EAST, 2.9 FEET NORTHWEST OF A CORNER FENCE POST, IN LINE
 LF0561'WITH THE NORTHEAST RIGHT-OF-WAY FENCE, 2.2 FEET SOUTHEAST OF
 LF0561'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0561'0.4 FOOT ABOVE THE GROUND.  NOTE-- THE WITNESS POST IS GONE.
 LF0561
 LF0561                          STATION RECOVERY (1961)
 LF0561
 LF0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0561'RECOVERED IN GOOD CONDITION.
 LF0561
 LF0561                          STATION RECOVERY (1989)
 LF0561
 LF0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0561'RECOVERED IN GOOD CONDITION.  A NEW TO DESCRIPTION FOLLOWS.  4.2 KM
 LF0561'(2.60 MI) NORTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0561'JUNCTION OF STATE HIGHWAY Z IN NISHNABOTNA, 13.8 M (45.3 FT)
 LF0561'NORTHEAST OF THE NEAR RAIL, 11.3 M (37.1 FT) SOUTHWEST OF THE CENTER
 LF0561'OF A DIRT ROAD, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE TRACK, 1.0 M
 LF0561'(3.3 FT) NORTHWEST OF THE NORTHWEST END OF A FENCE LINE, 0.3 M (1.0
 LF0561'FT) SOUTHWEST OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT
 LF0561'PROJECTS 0.14 M (0.5 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0578 ***********************************************************************
 LF0578  DESIGNATION -  M 209
 LF0578  PID         -  LF0578
 LF0578  STATE/COUNTY-  MO/ATCHISON
 LF0578  USGS QUAD   -  ROCK PORT (1981)
 LF0578
 LF0578                         *CURRENT SURVEY CONTROL
 LF0578  ___________________________________________________________________
 LF0578* NAD 83(1986)-  40 25 32.     (N)    095 36 24.     (W)     SCALED    
 LF0578* NAVD 88     -       271.651  (meters)     891.24   (feet)  ADJUSTED  
 LF0578  ___________________________________________________________________
 LF0578  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LF0578  DYNAMIC HT  -         271.508 (meters)     890.77  (feet)  COMP
 LF0578  MODELED GRAV-     980,090.8   (mgal)                       NAVD 88
 LF0578
 LF0578  VERT ORDER  -  FIRST     CLASS II
 LF0578
 LF0578.The horizontal coordinates were scaled from a topographic map and have
 LF0578.an estimated accuracy of +/- 6 seconds.
 LF0578
 LF0578.The orthometric height was determined by differential leveling
 LF0578.and adjusted by the National Geodetic Survey in June 1991..
 LF0578
 LF0578.The geoid height was determined by GEOID03.
 LF0578
 LF0578.The dynamic height is computed by dividing the NAVD 88
 LF0578.geopotential number by the normal gravity value computed on the
 LF0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0578.degrees latitude (g = 980.6199 gals.).
 LF0578
 LF0578.The modeled gravity was interpolated from observed gravity values.
 LF0578
 LF0578;                    North         East    Units  Estimated Accuracy
 LF0578;SPC MO W     -   473,310.      756,090.      MT  (+/- 180 meters Scaled)
 LF0578
 LF0578                          SUPERSEDED SURVEY CONTROL
 LF0578
 LF0578  NGVD 29 (??/??/92)  271.562  (m)          890.95   (f) ADJ UNCH    1 2
 LF0578
 LF0578.Superseded values are not recommended for survey control.
 LF0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0578.See file dsdata.txt to determine how the superseded data were derived.
 LF0578
 LF0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE788782(NAD 83)
 LF0578_MARKER: DB = BENCH MARK DISK
 LF0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0578_STAMPING: M 209 1948
 LF0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0578+STABILITY: SURFACE MOTION
 LF0578
 LF0578  HISTORY     - Date     Condition        Report By
 LF0578  HISTORY     - 1948     MONUMENTED       CGS
 LF0578  HISTORY     - 1961     GOOD             NGS
 LF0578  HISTORY     - 19890726 MARK NOT FOUND   NGS
 LF0578
 LF0578                          STATION DESCRIPTION
 LF0578
 LF0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0578'1.5 MI N FROM PHELPS CITY.
 LF0578'1.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0578'FROM THE STATION AT PHELPS CITY, 119.0 FEET NORTH OF MILEPOST
 LF0578'NO. 130, 44.7 FEET EAST OF THE EAST RAIL OF THE TRACK, 16.0 FEET
 LF0578'NORTHEAST OF THE 10TH. POLE SOUTH OF A PRIVATE ROAD CROSSING,
 LF0578'1.8 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 2.3 FEET NORTH
 LF0578'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0578'0.2 FOOT ABOVE THE GROUND.
 LF0578
 LF0578                          STATION RECOVERY (1961)
 LF0578
 LF0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0578'RECOVERED IN GOOD CONDITION.
 LF0578
 LF0578                          STATION RECOVERY (1989)
 LF0578
 LF0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1471 ***********************************************************************
 JD1471  DESIGNATION -  M 21
 JD1471  PID         -  JD1471
 JD1471  STATE/COUNTY-  MO/HENRY
 JD1471  USGS QUAD   -  CALHOUN WEST (1981)
 JD1471
 JD1471                         *CURRENT SURVEY CONTROL
 JD1471  ___________________________________________________________________
 JD1471* NAD 83(1986)-  38 24 00.     (N)    093 44 12.     (W)     SCALED    
 JD1471* NAVD 88     -       239.734  (meters)     786.53   (feet)  ADJUSTED  
 JD1471  ___________________________________________________________________
 JD1471  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JD1471  DYNAMIC HT  -         239.569 (meters)     785.99  (feet)  COMP
 JD1471  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 JD1471
 JD1471  VERT ORDER  -  SECOND    CLASS 0
 JD1471
 JD1471.The horizontal coordinates were scaled from a topographic map and have
 JD1471.an estimated accuracy of +/- 6 seconds.
 JD1471
 JD1471.The orthometric height was determined by differential leveling
 JD1471.and adjusted by the National Geodetic Survey in June 1991..
 JD1471
 JD1471.The geoid height was determined by GEOID03.
 JD1471
 JD1471.The dynamic height is computed by dividing the NAVD 88
 JD1471.geopotential number by the normal gravity value computed on the
 JD1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1471.degrees latitude (g = 980.6199 gals.).
 JD1471
 JD1471.The modeled gravity was interpolated from observed gravity values.
 JD1471
 JD1471;                    North         East    Units  Estimated Accuracy
 JD1471;SPC MO W     -   248,120.      916,680.      MT  (+/- 180 meters Scaled)
 JD1471
 JD1471                          SUPERSEDED SURVEY CONTROL
 JD1471
 JD1471  NGVD 29 (??/??/92)  239.621  (m)          786.16   (f) ADJ UNCH    2 0
 JD1471
 JD1471.Superseded values are not recommended for survey control.
 JD1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1471.See file dsdata.txt to determine how the superseded data were derived.
 JD1471
 JD1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC356504(NAD 83)
 JD1471_MARKER: DB = BENCH MARK DISK
 JD1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1471_STAMPING: M 21 1934
 JD1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1471+STABILITY: SURFACE MOTION
 JD1471
 JD1471  HISTORY     - Date     Condition        Report By
 JD1471  HISTORY     - 1934     MONUMENTED       CGS
 JD1471  HISTORY     - 1962     GOOD             NGS
 JD1471
 JD1471                          STATION DESCRIPTION
 JD1471
 JD1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JD1471'2.9 MI NE FROM CLINTON.
 JD1471'ABOUT 2.9 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1471'RAILROAD FROM THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT
 JD1471'CLINTON, IN SECTION 30, T 42 N, R 25 W, 0.2 MILE SOUTHWEST
 JD1471'OF MILEPOST 263, 91 FEET NORTH OF THE CENTER OF A ROAD CROSSING,
 JD1471'76 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 38 1/2 FEET NORTHWEST
 JD1471'OF THE NORTHWEST RAIL, IN LINE WITH A ROW OF POLES, 8 FEET
 JD1471'SOUTHEAST OF A POWER POLE, 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD
 JD1471'AND 1 FOOT BELOW THE LEVEL OF THE RAIL, 1.5 FEET NORTHEAST
 JD1471'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JD1471'PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0381 ***********************************************************************
 LF0381  DESIGNATION -  M 210
 LF0381  PID         -  LF0381
 LF0381  STATE/COUNTY-  MO/HOLT
 LF0381  USGS QUAD   -  CORNING (1984)
 LF0381
 LF0381                         *CURRENT SURVEY CONTROL
 LF0381  ___________________________________________________________________
 LF0381* NAD 83(1986)-  40 11 19.     (N)    095 22 34.     (W)     SCALED    
 LF0381* NAVD 88     -       264.695  (meters)     868.42   (feet)  ADJUSTED  
 LF0381  ___________________________________________________________________
 LF0381  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LF0381  DYNAMIC HT  -         264.551 (meters)     867.95  (feet)  COMP
 LF0381  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 LF0381
 LF0381  VERT ORDER  -  FIRST     CLASS II
 LF0381
 LF0381.The horizontal coordinates were scaled from a topographic map and have
 LF0381.an estimated accuracy of +/- 6 seconds.
 LF0381
 LF0381.The orthometric height was determined by differential leveling
 LF0381.and adjusted by the National Geodetic Survey in June 1991..
 LF0381
 LF0381.The geoid height was determined by GEOID03.
 LF0381
 LF0381.The dynamic height is computed by dividing the NAVD 88
 LF0381.geopotential number by the normal gravity value computed on the
 LF0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0381.degrees latitude (g = 980.6199 gals.).
 LF0381
 LF0381.The modeled gravity was interpolated from observed gravity values.
 LF0381
 LF0381;                    North         East    Units  Estimated Accuracy
 LF0381;SPC MO W     -   446,780.      775,400.      MT  (+/- 180 meters Scaled)
 LF0381
 LF0381                          SUPERSEDED SURVEY CONTROL
 LF0381
 LF0381  NGVD 29 (??/??/92)  264.618  (m)          868.17   (f) ADJ UNCH    1 2
 LF0381
 LF0381.Superseded values are not recommended for survey control.
 LF0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0381.See file dsdata.txt to determine how the superseded data were derived.
 LF0381
 LF0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE977513(NAD 83)
 LF0381_MARKER: DB = BENCH MARK DISK
 LF0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0381_SP_SET: CONCRETE POST
 LF0381_STAMPING: M 210 1948
 LF0381_MARK LOGO: CGS   
 LF0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0381+STABILITY: SURFACE MOTION
 LF0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0381+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 LF0381
 LF0381  HISTORY     - Date     Condition        Report By
 LF0381  HISTORY     - 1948     MONUMENTED       CGS
 LF0381  HISTORY     - 1961     GOOD             NGS
 LF0381  HISTORY     - 19890815 GOOD             NGS
 LF0381
 LF0381                          STATION DESCRIPTION
 LF0381
 LF0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0381'AT CRAIG.
 LF0381'AT CRAIG, ABOUT 0.4 MILE SOUTHWEST OF THE CHICAGO, BURLINGTON
 LF0381'AND QUINCY RAILROAD, AT THE CRAIG AIRPORT, 1.5 FEET NORTHEAST
 LF0381'OF THE SOUTHEAST CORNER OF THE HANGAR, 1.0 FOOT EAST OF THE EAST
 LF0381'FACE OF THE HANGAR, 193.6 FEET SOUTH OF BENCH MARK K 210, SET
 LF0381'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 LF0381'GROUND.  NOTE-- THE CRAIG AIRPORT IS ON THE PROPERTY OF AND
 LF0381'NEAR THE HOME OF MRS. SOPHIE ALLEN.
 LF0381
 LF0381                          STATION RECOVERY (1961)
 LF0381
 LF0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0381'RECOVERED IN GOOD CONDITION.
 LF0381
 LF0381                          STATION RECOVERY (1989)
 LF0381
 LF0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0381'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 LF0381'AIRPORT HAS BEEN ABANDONED AND IS NOW A CORN FIELD, BUT ALL REFERENCE
 LF0381'POINTS ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1016 ***********************************************************************
 LF1016  DESIGNATION -  M 211
 LF1016  PID         -  LF1016
 LF1016  STATE/COUNTY-  MO/ATCHISON
 LF1016  USGS QUAD   -  PERU (1966)
 LF1016
 LF1016                         *CURRENT SURVEY CONTROL
 LF1016  ___________________________________________________________________
 LF1016* NAD 83(1986)-  40 29 53.     (N)    095 39 34.     (W)     SCALED    
 LF1016* NAVD 88     -       274.105  (meters)     899.29   (feet)  ADJUSTED  
 LF1016  ___________________________________________________________________
 LF1016  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LF1016  DYNAMIC HT  -         273.959 (meters)     898.81  (feet)  COMP
 LF1016  MODELED GRAV-     980,087.1   (mgal)                       NAVD 88
 LF1016
 LF1016  VERT ORDER  -  SECOND    CLASS 0
 LF1016
 LF1016.The horizontal coordinates were scaled from a topographic map and have
 LF1016.an estimated accuracy of +/- 6 seconds.
 LF1016
 LF1016.The orthometric height was determined by differential leveling
 LF1016.and adjusted by the National Geodetic Survey in June 1991..
 LF1016
 LF1016.The geoid height was determined by GEOID03.
 LF1016
 LF1016.The dynamic height is computed by dividing the NAVD 88
 LF1016.geopotential number by the normal gravity value computed on the
 LF1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1016.degrees latitude (g = 980.6199 gals.).
 LF1016
 LF1016.The modeled gravity was interpolated from observed gravity values.
 LF1016
 LF1016;                    North         East    Units  Estimated Accuracy
 LF1016;SPC MO W     -   481,410.      751,720.      MT  (+/- 180 meters Scaled)
 LF1016
 LF1016                          SUPERSEDED SURVEY CONTROL
 LF1016
 LF1016  NGVD 29 (??/??/92)  274.010  (m)          898.98   (f) ADJ UNCH    2 0
 LF1016
 LF1016.Superseded values are not recommended for survey control.
 LF1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1016.See file dsdata.txt to determine how the superseded data were derived.
 LF1016
 LF1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE746864(NAD 83)
 LF1016_MARKER: DB = BENCH MARK DISK
 LF1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1016_STAMPING: M 211 1948
 LF1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1016+STABILITY: SURFACE MOTION
 LF1016
 LF1016  HISTORY     - Date     Condition        Report By
 LF1016  HISTORY     - 1948     MONUMENTED       CGS
 LF1016  HISTORY     - 1961     GOOD             NGS
 LF1016
 LF1016                          STATION DESCRIPTION
 LF1016
 LF1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1016'3.5 MI W FROM WATSON.
 LF1016'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1016'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1016'1.5 MILES NORTH ALONG A DIRT ROAD, ABOUT 0.2 MILE SOUTH OF THE
 LF1016'BELLEVIEW SCHOOL, IN THE SOUTHWEST QUARTER OF ROAD CROSSING,
 LF1016'AT THE NORTHEAST CORNER OF A FARMYARD, 23.0 FEET WEST OF THE
 LF1016'CENTER LINE OF THE NORTH-SOUTH ROAD, 22.0 FEET SOUTH OF THE
 LF1016'CENTER LINE OF THE EAST-WEST ROAD, 2.0 FEET WEST OF A POWER
 LF1016'LINE POLE, 1.5 FEET SOUTH OF A EAST-WEST FENCE LINE, 1.3 FEET
 LF1016'EAST OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF1016'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- EXCEPT
 LF1016'THE WITNESS POST IS GONE.
 LF1016
 LF1016                          STATION RECOVERY (1961)
 LF1016
 LF1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0417 ***********************************************************************
 LF0417  DESIGNATION -  M 212 RESET
 LF0417  PID         -  LF0417
 LF0417  STATE/COUNTY-  MO/HOLT
 LF0417  USGS QUAD   -  BIG LAKE (1981)
 LF0417
 LF0417                         *CURRENT SURVEY CONTROL
 LF0417  ___________________________________________________________________
 LF0417* NAD 83(1986)-  40 03 08.     (N)    095 20 14.     (W)     SCALED    
 LF0417* NAVD 88     -       261.361  (meters)     857.48   (feet)  ADJUSTED  
 LF0417  ___________________________________________________________________
 LF0417  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LF0417  DYNAMIC HT  -         261.218 (meters)     857.01  (feet)  COMP
 LF0417  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 LF0417
 LF0417  VERT ORDER  -  FIRST     CLASS II
 LF0417
 LF0417.The horizontal coordinates were scaled from a topographic map and have
 LF0417.an estimated accuracy of +/- 6 seconds.
 LF0417
 LF0417.The orthometric height was determined by differential leveling
 LF0417.and adjusted by the National Geodetic Survey in June 1991..
 LF0417
 LF0417.The geoid height was determined by GEOID03.
 LF0417
 LF0417.The dynamic height is computed by dividing the NAVD 88
 LF0417.geopotential number by the normal gravity value computed on the
 LF0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0417.degrees latitude (g = 980.6199 gals.).
 LF0417
 LF0417.The modeled gravity was interpolated from observed gravity values.
 LF0417
 LF0417;                    North         East    Units  Estimated Accuracy
 LF0417;SPC MO W     -   431,600.      778,570.      MT  (+/- 180 meters Scaled)
 LF0417
 LF0417                          SUPERSEDED SURVEY CONTROL
 LF0417
 LF0417.No superseded survey control is available for this station.
 LF0417
 LF0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE006361(NAD 83)
 LF0417_MARKER: DB = BENCH MARK DISK
 LF0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0417_SP_SET: CONCRETE POST
 LF0417_STAMPING: M 212 RESET 1970
 LF0417_MARK LOGO: CGS   
 LF0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0417+STABILITY: SURFACE MOTION
 LF0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0417+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1989
 LF0417
 LF0417  HISTORY     - Date     Condition        Report By
 LF0417  HISTORY     - 1970     MONUMENTED       NGS
 LF0417  HISTORY     - 19890814 GOOD             NGS
 LF0417
 LF0417                          STATION DESCRIPTION
 LF0417
 LF0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LF0417'1 MI W FROM FORTESCUE.
 LF0417'ABOUT 1.05 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0417'RAILROAD FROM THE STATION AT FORTESCUE, 0.3 MILE EAST OF THE
 LF0417'JUNCTION OF U.S. HIGHWAY 159 AND STATE HIGHWAY 111, 82 FEET
 LF0417'NORTH OF THE APPROXIMATE CENTER OF NEW U.S. HIGHWAY 159, 31 FEET
 LF0417'SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 1.5 FEET WEST OF
 LF0417'A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 LF0417'POST WHICH PROJECTS 1 INCH.
 LF0417
 LF0417                          STATION RECOVERY (1989)
 LF0417
 LF0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0404 ***********************************************************************
 KD0404  DESIGNATION -  M 213
 KD0404  PID         -  KD0404
 KD0404  STATE/COUNTY-  MO/SALINE
 KD0404  USGS QUAD   -  MALTA BEND (1978)
 KD0404
 KD0404                         *CURRENT SURVEY CONTROL
 KD0404  ___________________________________________________________________
 KD0404* NAD 83(1986)-  39 14 58.     (N)    093 18 49.     (W)     SCALED    
 KD0404* NAVD 88     -       199.298  (meters)     653.86   (feet)  POSTED    
 KD0404  ___________________________________________________________________
 KD0404  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KD0404  DYNAMIC HT  -         199.180 (meters)     653.48  (feet)  COMP
 KD0404  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 KD0404
 KD0404  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KD0404
 KD0404.The horizontal coordinates were scaled from a topographic map and have
 KD0404.an estimated accuracy of +/- 6 seconds.
 KD0404
 KD0404.The orthometric height was determined by differential leveling
 KD0404.and adjusted by the National Geodetic Survey in 1992..
 KD0404.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KD0404.rate of 2.1 thru 3.0 mm/km.
 KD0404
 KD0404.The geoid height was determined by GEOID03.
 KD0404
 KD0404.The dynamic height is computed by dividing the NAVD 88
 KD0404.geopotential number by the normal gravity value computed on the
 KD0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0404.degrees latitude (g = 980.6199 gals.).
 KD0404
 KD0404.The modeled gravity was interpolated from observed gravity values.
 KD0404
 KD0404;                    North         East    Units  Estimated Accuracy
 KD0404;SPC MO C     -   379,440.      429,770.      MT  (+/- 180 meters Scaled)
 KD0404
 KD0404                          SUPERSEDED SURVEY CONTROL
 KD0404
 KD0404  NGVD 29 (??/??/92)  199.244  (m)          653.69   (f) ADJ UNCH    1 2
 KD0404
 KD0404.Superseded values are not recommended for survey control.
 KD0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0404.See file dsdata.txt to determine how the superseded data were derived.
 KD0404
 KD0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD729445(NAD 83)
 KD0404_MARKER: DB = BENCH MARK DISK
 KD0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0404_STAMPING: M 213 1948
 KD0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0404+STABILITY: SURFACE MOTION
 KD0404
 KD0404  HISTORY     - Date     Condition        Report By
 KD0404  HISTORY     - 1948     MONUMENTED       CGS
 KD0404
 KD0404                          STATION DESCRIPTION
 KD0404
 KD0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0404'5.9 MI NE FROM MALTA BEND.
 KD0404'2.2 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION OF LIN STREET
 KD0404'AND U.S. HIGHWAY 65 (STATE STREET) AT MALTA BEND, THENCE 1.6
 KD0404'MILE EAST AND NORTH ALONG A ROAD FOLLOWING THE RIVER LEVEE, THENCE
 KD0404'0.45 MILE EAST ALONG A DIRT ROAD, THENCE 0.4 MILE NORTH ALONG A
 KD0404'DIRT ROAD, THENCE 0.8 MILE EAST ALONG A DIRT ROAD, THENCE 0.5
 KD0404'MILE NORTH ALONG A DIRT ROAD, AT THE DAN ROBERTSON FARM HOME,
 KD0404'103.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOME,
 KD0404'35.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 18.0 FEET NORTH
 KD0404'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 8.4 FEET SOUTH OF A
 KD0404'24-INCH MAPLE TREE, 1.4 FOOT NORTH OF A FENCE, 2.0 FEET WEST OF A
 KD0404'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 KD0404'FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS LOCATED IN THE
 KD0404'SOUTHWEST CORNER OF THE FARM YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0197 ***********************************************************************
 KD0197  DESIGNATION -  M 214
 KD0197  PID         -  KD0197
 KD0197  STATE/COUNTY-  MO/SALINE
 KD0197  USGS QUAD   -  CAMBRIDGE (1978)
 KD0197
 KD0197                         *CURRENT SURVEY CONTROL
 KD0197  ___________________________________________________________________
 KD0197* NAD 83(1986)-  39 16 00.     (N)    092 58 14.     (W)     SCALED    
 KD0197* NAVD 88     -       217.981  (meters)     715.16   (feet)  ADJUSTED  
 KD0197  ___________________________________________________________________
 KD0197  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KD0197  DYNAMIC HT  -         217.849 (meters)     714.73  (feet)  COMP
 KD0197  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 KD0197
 KD0197  VERT ORDER  -  FIRST     CLASS II
 KD0197
 KD0197.The horizontal coordinates were scaled from a topographic map and have
 KD0197.an estimated accuracy of +/- 6 seconds.
 KD0197
 KD0197.The orthometric height was determined by differential leveling
 KD0197.and adjusted by the National Geodetic Survey in June 1991..
 KD0197
 KD0197.The geoid height was determined by GEOID03.
 KD0197
 KD0197.The dynamic height is computed by dividing the NAVD 88
 KD0197.geopotential number by the normal gravity value computed on the
 KD0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0197.degrees latitude (g = 980.6199 gals.).
 KD0197
 KD0197.The modeled gravity was interpolated from observed gravity values.
 KD0197
 KD0197;                    North         East    Units  Estimated Accuracy
 KD0197;SPC MO C     -   381,140.      459,390.      MT  (+/- 180 meters Scaled)
 KD0197
 KD0197                          SUPERSEDED SURVEY CONTROL
 KD0197
 KD0197  NGVD 29 (??/??/92)  217.956  (m)          715.08   (f) ADJ UNCH    1 2
 KD0197
 KD0197.Superseded values are not recommended for survey control.
 KD0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0197.See file dsdata.txt to determine how the superseded data were derived.
 KD0197
 KD0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD025463(NAD 83)
 KD0197_MARKER: DB = BENCH MARK DISK
 KD0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0197_STAMPING: M 214 1948
 KD0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0197+STABILITY: SURFACE MOTION
 KD0197
 KD0197  HISTORY     - Date     Condition        Report By
 KD0197  HISTORY     - 1948     MONUMENTED       CGS
 KD0197
 KD0197                          STATION DESCRIPTION
 KD0197
 KD0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0197'4.8 MI SE FROM NEW FRANKFORT.
 KD0197'1.75 MILES SOUTH ALONG COUNTY ROAD M FROM THE EVANGELICAL CHURCH
 KD0197'AT NEW FRANKFORT, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE
 KD0197'1.8 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE 0.1 MILE EAST
 KD0197'ALONG A DIRT ROAD, AT A VACANT FARM HOME, IN THE SOUTHWEST
 KD0197'CORNER OF THE FARMYARD, IN A ROW OF CEDAR TREES, 115.0 FEET
 KD0197'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOUSE, 40.0 FEET
 KD0197'WEST OF AN 18-INCH PINE TREE, 28.0 FEET NORTH OF THE CENTER
 KD0197'LINE OF THE ROAD, 19.0 FEET SOUTHWEST OF A 36-INCH ELM TREE,
 KD0197'2.4 FEET EAST OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A
 KD0197'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  MARK
 KD0197'IS ABOUT 0.1 MILE EAST OF A T-JUNCTION OF A NORTH-SOUTH DIRT
 KD0197'ROAD AND THE DIRT ROAD LEADING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0407 ***********************************************************************
 KE0407  DESIGNATION -  M 215
 KE0407  PID         -  KE0407
 KE0407  STATE/COUNTY-  MO/ANDREW
 KE0407  USGS QUAD   -  AMAZONIA (1972)
 KE0407
 KE0407                         *CURRENT SURVEY CONTROL
 KE0407  ___________________________________________________________________
 KE0407* NAD 83(1986)-  39 53 56.     (N)    094 55 20.     (W)     SCALED    
 KE0407* NAVD 88     -       253.255  (meters)     830.89   (feet)  ADJUSTED  
 KE0407  ___________________________________________________________________
 KE0407  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KE0407  DYNAMIC HT  -         253.110 (meters)     830.41  (feet)  COMP
 KE0407  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 KE0407
 KE0407  VERT ORDER  -  FIRST     CLASS II
 KE0407
 KE0407.The horizontal coordinates were scaled from a topographic map and have
 KE0407.an estimated accuracy of +/- 6 seconds.
 KE0407
 KE0407.The orthometric height was determined by differential leveling
 KE0407.and adjusted by the National Geodetic Survey in June 1991..
 KE0407.WARNING-Repeat measurements at this control monument indicate possible
 KE0407.vertical movement.
 KE0407
 KE0407.The geoid height was determined by GEOID03.
 KE0407
 KE0407.The dynamic height is computed by dividing the NAVD 88
 KE0407.geopotential number by the normal gravity value computed on the
 KE0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0407.degrees latitude (g = 980.6199 gals.).
 KE0407
 KE0407.The modeled gravity was interpolated from observed gravity values.
 KE0407
 KE0407;                    North         East    Units  Estimated Accuracy
 KE0407;SPC MO W     -   414,330.      813,890.      MT  (+/- 180 meters Scaled)
 KE0407
 KE0407                          SUPERSEDED SURVEY CONTROL
 KE0407
 KE0407  NGVD 29 (??/??/92)  253.188  (m)          830.67   (f) ADJ UNCH    1 2
 KE0407
 KE0407.Superseded values are not recommended for survey control.
 KE0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0407.See file dsdata.txt to determine how the superseded data were derived.
 KE0407
 KE0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE356183(NAD 83)
 KE0407_MARKER: DB = BENCH MARK DISK
 KE0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0407_SP_SET: CONCRETE POST
 KE0407_STAMPING: M 215 1948
 KE0407_MARK LOGO: CGS   
 KE0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0407+STABILITY: SURFACE MOTION
 KE0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0407+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 KE0407
 KE0407  HISTORY     - Date     Condition        Report By
 KE0407  HISTORY     - 1948     MONUMENTED       CGS
 KE0407  HISTORY     - 1961     MARK NOT FOUND   USGS
 KE0407  HISTORY     - 19890815 GOOD             NGS
 KE0407  HISTORY     - 20041004 GOOD             MODNR
 KE0407
 KE0407                          STATION DESCRIPTION
 KE0407
 KE0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0407'2.4 MI E FROM NODAWAY.
 KE0407'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KE0407'FROM THE STATION AT NODAWAY, 2.4 MILES NORTHWEST OF THE STATION
 KE0407'AT AMAZONIA, AT A PUBLIC ROAD CROSSING, 60.0 FEET SOUTH OF THE
 KE0407'SOUTH RAIL OF THE MOST SOUTHERLY TRACK, 29.0 FEET EAST-NORTHEAST
 KE0407'OF THE CENTER LINE OF THE ROAD, 19.8 FEET EAST-SOUTHEAST OF A
 KE0407'YELLOW CIRCULAR CROSSING SIGN POST, 1.8 FEET NORTH-NORTHWEST
 KE0407'OF A TELEPHONE POLE OF A TELEPHONE LINE THAT PARALLELS THE ROAD,
 KE0407'1.6 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KE0407'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- MARK IS
 KE0407'0.3 MILE EAST OF RAILWAY BRIDGE 74.81 OVER MILL CREEK.
 KE0407
 KE0407                          STATION RECOVERY (1961)
 KE0407
 KE0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KE0407'MARK NOT FOUND.
 KE0407
 KE0407                          STATION RECOVERY (1989)
 KE0407
 KE0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0407'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.8 KM (1.75
 KE0407'MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE JUNCTION
 KE0407'OF COUNTY ROAD T IN AMAZONIA.
 KE0407
 KE0407                          STATION RECOVERY (2004)
 KE0407
 KE0407'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 KE0407'FOUND THE MARK IN GOOD CONDITION. THE MARK IS 73 FEET SOUTH OF THE
 KE0407'SOUTH RAIL OF THE RAILROAD TRACK, 29 FEET EAST-NORTHEAST OF COUNTY
 KE0407'ROAD 399 AND 6 FEET NORTH-NORTHEAST OF A UTITILY POLE. AUTONOMOUS HAND
 KE0407'HELD GPS POSITION LAT 39 53 55.9, LONG 94 55 20.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0463 ***********************************************************************
 KE0463  DESIGNATION -  M 216
 KE0463  PID         -  KE0463
 KE0463  STATE/COUNTY-  MO/BUCHANAN
 KE0463  USGS QUAD   -  ATCHISON EAST (1984)
 KE0463
 KE0463                         *CURRENT SURVEY CONTROL
 KE0463  ___________________________________________________________________
 KE0463* NAD 83(1986)-  39 36 03.     (N)    095 01 26.     (W)     SCALED    
 KE0463* NAVD 88     -       242.470  (meters)     795.50   (feet)  ADJUSTED  
 KE0463  ___________________________________________________________________
 KE0463  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KE0463  DYNAMIC HT  -         242.326 (meters)     795.03  (feet)  COMP
 KE0463  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 KE0463
 KE0463  VERT ORDER  -  FIRST     CLASS II
 KE0463
 KE0463.The horizontal coordinates were scaled from a topographic map and have
 KE0463.an estimated accuracy of +/- 6 seconds.
 KE0463
 KE0463.The orthometric height was determined by differential leveling
 KE0463.and adjusted by the National Geodetic Survey in June 1991..
 KE0463
 KE0463.The geoid height was determined by GEOID03.
 KE0463
 KE0463.The dynamic height is computed by dividing the NAVD 88
 KE0463.geopotential number by the normal gravity value computed on the
 KE0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0463.degrees latitude (g = 980.6199 gals.).
 KE0463
 KE0463.The modeled gravity was interpolated from observed gravity values.
 KE0463
 KE0463;                    North         East    Units  Estimated Accuracy
 KE0463;SPC MO W     -   381,280.      805,010.      MT  (+/- 180 meters Scaled)
 KE0463
 KE0463                          SUPERSEDED SURVEY CONTROL
 KE0463
 KE0463  NGVD 29 (??/??/92)  242.367  (m)          795.17   (f) ADJ UNCH    1 2
 KE0463
 KE0463.Superseded values are not recommended for survey control.
 KE0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0463.See file dsdata.txt to determine how the superseded data were derived.
 KE0463
 KE0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD262854(NAD 83)
 KE0463_MARKER: DB = BENCH MARK DISK
 KE0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0463_STAMPING: M 216 1948
 KE0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0463+STABILITY: SURFACE MOTION
 KE0463
 KE0463  HISTORY     - Date     Condition        Report By
 KE0463  HISTORY     - 1948     MONUMENTED       CGS
 KE0463  HISTORY     - 1958     MARK NOT FOUND   NGS
 KE0463
 KE0463                          STATION DESCRIPTION
 KE0463
 KE0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0463'0.9 MI NE FROM RUSHVILLE.
 KE0463'0.9 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KE0463'RAILROAD FROM THE STATION AT RUSHVILLE, 0.1 MILE NORTH OF
 KE0463'MILEPOST NO. 47, ON THE NORTH SIDE OF A SERVICE STATION
 KE0463'(SINCLAIR), 136.6 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY
 KE0463'TRACK, 72.4 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY NO.
 KE0463'59, 62.4 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 KE0463'SERVICE STATION, 27.0 FEET SOUTHEAST OF THE MOST NORTHERLY
 KE0463'ONE OF A ROW OF POPLAR TREES, 48.4 FEET NORTHEAST OF THE NORTHEAST
 KE0463'CORNER OF A SMALL CABIN, 1.2 FEET SOUTH OF A REFERENCE POST,
 KE0463'SET IN THE TOP OF A CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
 KE0463'NOTE-- BUILDINGS MOVED.
 KE0463
 KE0463                          STATION RECOVERY (1958)
 KE0463
 KE0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KE0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0590 ***********************************************************************
 KD0590  DESIGNATION -  M 217
 KD0590  PID         -  KD0590
 KD0590  STATE/COUNTY-  MO/LAFAYETTE
 KD0590  USGS QUAD   -  LEXINGTON EAST (1978)
 KD0590
 KD0590                         *CURRENT SURVEY CONTROL
 KD0590  ___________________________________________________________________
 KD0590* NAD 83(1986)-  39 11 51.     (N)    093 45 27.     (W)     SCALED    
 KD0590* NAVD 88     -       209.242  (meters)     686.49   (feet)  ADJUSTED  
 KD0590  ___________________________________________________________________
 KD0590  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD0590  DYNAMIC HT  -         209.111 (meters)     686.06  (feet)  COMP
 KD0590  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 KD0590
 KD0590  VERT ORDER  -  FIRST     CLASS II
 KD0590
 KD0590.The horizontal coordinates were scaled from a topographic map and have
 KD0590.an estimated accuracy of +/- 6 seconds.
 KD0590
 KD0590.The orthometric height was determined by differential leveling
 KD0590.and adjusted by the National Geodetic Survey in June 1991..
 KD0590.WARNING-Repeat measurements at this control monument indicate possible
 KD0590.vertical movement.
 KD0590
 KD0590.The geoid height was determined by GEOID03.
 KD0590
 KD0590.The dynamic height is computed by dividing the NAVD 88
 KD0590.geopotential number by the normal gravity value computed on the
 KD0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0590.degrees latitude (g = 980.6199 gals.).
 KD0590
 KD0590.The modeled gravity was interpolated from observed gravity values.
 KD0590
 KD0590;                    North         East    Units  Estimated Accuracy
 KD0590;SPC MO W     -   336,640.      914,140.      MT  (+/- 180 meters Scaled)
 KD0590
 KD0590                          SUPERSEDED SURVEY CONTROL
 KD0590
 KD0590  NGVD 29 (??/??/92)  209.140  (m)          686.15   (f) ADJ UNCH    1 2
 KD0590
 KD0590.Superseded values are not recommended for survey control.
 KD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0590.See file dsdata.txt to determine how the superseded data were derived.
 KD0590
 KD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD345389(NAD 83)
 KD0590_MARKER: DB = BENCH MARK DISK
 KD0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0590_STAMPING: M 217 1948
 KD0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0590+STABILITY: SURFACE MOTION
 KD0590
 KD0590  HISTORY     - Date     Condition        Report By
 KD0590  HISTORY     - 1948     MONUMENTED       CGS
 KD0590  HISTORY     - 1962     GOOD             NGS
 KD0590  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0590
 KD0590                          STATION DESCRIPTION
 KD0590
 KD0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0590'9.2 MI E FROM MYRICK STATION.
 KD0590'9.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0590'MYRICK RAILROAD STATION, AT A ROAD CROSSING, ACROSS THE TRACK
 KD0590'AND ROAD FROM THE 5TH POLE EAST OF MILEPOST NO. 238-20, 144 FEET
 KD0590'SOUTHEAST OF THE CENTER OF THE CROSSING, 85.3 FEET SOUTH OF
 KD0590'THE SOUTH RAIL, 45 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 KD0590'1.4 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST,
 KD0590'ABOUT 1 1/2 FEET BELOW THE TRACKS, AND SET IN THE TOP OF A
 KD0590'CONCRETE POST PROJECTING 0.4 FOOT.
 KD0590
 KD0590                          STATION RECOVERY (1986)
 KD0590
 KD0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0106 ***********************************************************************
 KE0106  DESIGNATION -  M 218
 KE0106  PID         -  KE0106
 KE0106  STATE/COUNTY-  MO/JACKSON
 KE0106  USGS QUAD   -  INDEPENDENCE (1990)
 KE0106
 KE0106                         *CURRENT SURVEY CONTROL
 KE0106  ___________________________________________________________________
 KE0106* NAD 83(1986)-  39 07 02.     (N)    094 27 48.     (W)     SCALED    
 KE0106* NAVD 88     -       223.987  (meters)     734.86   (feet)  ADJUSTED  
 KE0106  ___________________________________________________________________
 KE0106  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE0106  DYNAMIC HT  -         223.843 (meters)     734.39  (feet)  COMP
 KE0106  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 KE0106
 KE0106  VERT ORDER  -  FIRST     CLASS II
 KE0106
 KE0106.The horizontal coordinates were scaled from a topographic map and have
 KE0106.an estimated accuracy of +/- 6 seconds.
 KE0106
 KE0106.The orthometric height was determined by differential leveling
 KE0106.and adjusted by the National Geodetic Survey in June 1991..
 KE0106
 KE0106.The geoid height was determined by GEOID03.
 KE0106
 KE0106.The dynamic height is computed by dividing the NAVD 88
 KE0106.geopotential number by the normal gravity value computed on the
 KE0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0106.degrees latitude (g = 980.6199 gals.).
 KE0106
 KE0106.The modeled gravity was interpolated from observed gravity values.
 KE0106
 KE0106;                    North         East    Units  Estimated Accuracy
 KE0106;SPC MO W     -   327,460.      853,170.      MT  (+/- 180 meters Scaled)
 KE0106
 KE0106                          SUPERSEDED SURVEY CONTROL
 KE0106
 KE0106  NGVD 29 (??/??/92)  223.907  (m)          734.60   (f) ADJ UNCH    1 2
 KE0106
 KE0106.Superseded values are not recommended for survey control.
 KE0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0106.See file dsdata.txt to determine how the superseded data were derived.
 KE0106
 KE0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD734308(NAD 83)
 KE0106_MARKER: DB = BENCH MARK DISK
 KE0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0106_STAMPING: M 218 1948
 KE0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0106+STABILITY: SURFACE MOTION
 KE0106
 KE0106  HISTORY     - Date     Condition        Report By
 KE0106  HISTORY     - 1948     MONUMENTED       CGS
 KE0106  HISTORY     - 1960     GOOD             NGS
 KE0106  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0106
 KE0106                          STATION DESCRIPTION
 KE0106
 KE0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0106'1.6 MI SW FROM SUGAR CREEK.
 KE0106'1.6 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0106'FROM THE STATION AT SUGAR CREEK, ABOUT 0.4 MILE NORTHEAST OF
 KE0106'THE BRIDGE OVER ROCK CREEK, 0.2 MILE NORTHEAST OF THE CONGO TOWER,
 KE0106'ON THE SOUTHWEST SIDE OF A SMALL DRY CREEK BED, AT A SMALL
 KE0106'SETTLEMENT, 9 RAILS SOUTHWEST OF MILEPOST NO. 444, 96.0 FEET
 KE0106'NORTHWEST OF THE NORTHWEST RAIL OF THE MOST NORTHWESTERLY
 KE0106'TRACK, 66.0 FEET NORTHWEST OF THE NORTHWEST END OF CULVERT NO.
 KE0106'444 A, 2.9 FEET SOUTH OF POWER LINE POLE NO. 176, 1.3 FEET
 KE0106'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KE0106'POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND ABOUT 8.0 FEET
 KE0106'BELOW TRACK LEVEL.
 KE0106
 KE0106                          STATION RECOVERY (1960)
 KE0106
 KE0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0106'RECOVERED IN GOOD CONDITION.
 KE0106
 KE0106                          STATION RECOVERY (1986)
 KE0106
 KE0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1738 ***********************************************************************
 KE1738  DESIGNATION -  M 219 RESET
 KE1738  PID         -  KE1738
 KE1738  STATE/COUNTY-  MO/JACKSON
 KE1738  USGS QUAD   -  KANSAS CITY (1991)
 KE1738
 KE1738                         *CURRENT SURVEY CONTROL
 KE1738  ___________________________________________________________________
 KE1738* NAD 83(1986)-  39 07 08.     (N)    094 34 49.     (W)     SCALED    
 KE1738* NAVD 88     -       227.20   (meters)     745.4    (feet)  RESET     
 KE1738  ___________________________________________________________________
 KE1738  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1738
 KE1738  VERT ORDER  -  THIRD
 KE1738
 KE1738.The horizontal coordinates were scaled from a topographic map and have
 KE1738.an estimated accuracy of +/- 6 seconds.
 KE1738
 KE1738.The orthometric height was computed from unverified reset data.
 KE1738.No vertical observational check was made to the station.
 KE1738
 KE1738.The geoid height was determined by GEOID03.
 KE1738
 KE1738;                    North         East    Units  Estimated Accuracy
 KE1738;SPC MO W     -   327,650.      843,060.      MT  (+/- 180 meters Scaled)
 KE1738
 KE1738                          SUPERSEDED SURVEY CONTROL
 KE1738
 KE1738  NGVD 29 (02/22/06)  227.12   (m)          745.1    (f) RESET       3  
 KE1738
 KE1738.Superseded values are not recommended for survey control.
 KE1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1738.See file dsdata.txt to determine how the superseded data were derived.
 KE1738
 KE1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD633311(NAD 83)
 KE1738_MARKER: DB = BENCH MARK DISK
 KE1738_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1738_SP_SET: BRIDGE ABUTMENT
 KE1738_STAMPING: M 219 RESET 1988
 KE1738_MARK LOGO: NGS   
 KE1738_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1738
 KE1738  HISTORY     - Date     Condition        Report By
 KE1738  HISTORY     - 1988     MONUMENTED       MOHC
 KE1738
 KE1738                          STATION DESCRIPTION
 KE1738
 KE1738'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1988
 KE1738'IN KANSAS CITY, APPROXIMATELY 50 FEET SOUTH OF THE CITY LIMITS, NORTH
 KE1738'KANSAS CITY, IN THE SOUTHWEST FACE OF CRASH WALL OF THIRD BENT SOUTH
 KE1738'OF NORTH ABUTMENT OF ROUTE 9 BRIDGE OVER RAILROAD TRACKS, ABOUT 1,370
 KE1738'FEET SOUTH OF INTERSECTION OF 10TH AND BURLINGTON, LOCATED 4 FEET
 KE1738'ABOVE GROUND, 30 FEET NORTHWEST OF RAILROAD SPUR TRACK, 227 FEET
 KE1738'NORTHEAST OF NORTHEAST CORNER OF ABANDONDED STONE BRIDGE PIER, AND
 KE1738'137 FEET NORTHWEST OF NORTHWEST CORNER OF RAILROAD SIGNAL CONTROL
 KE1738'TOWER BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0087 ***********************************************************************
 JE0087  DESIGNATION -  M 22
 JE0087  PID         -  JE0087
 JE0087  STATE/COUNTY-  MO/JOHNSON
 JE0087  USGS QUAD   -  KINGSVILLE (1954)
 JE0087
 JE0087                         *CURRENT SURVEY CONTROL
 JE0087  ___________________________________________________________________
 JE0087* NAD 83(1986)-  38 44 38.     (N)    094 04 09.     (W)     SCALED    
 JE0087* NAVD 88     -       278.807  (meters)     914.72   (feet)  ADJUSTED  
 JE0087  ___________________________________________________________________
 JE0087  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JE0087  DYNAMIC HT  -         278.617 (meters)     914.10  (feet)  COMP
 JE0087  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 JE0087
 JE0087  VERT ORDER  -  FIRST     CLASS II
 JE0087
 JE0087.The horizontal coordinates were scaled from a topographic map and have
 JE0087.an estimated accuracy of +/- 6 seconds.
 JE0087
 JE0087.The orthometric height was determined by differential leveling
 JE0087.and adjusted by the National Geodetic Survey in June 1991..
 JE0087
 JE0087.The geoid height was determined by GEOID03.
 JE0087
 JE0087.The dynamic height is computed by dividing the NAVD 88
 JE0087.geopotential number by the normal gravity value computed on the
 JE0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0087.degrees latitude (g = 980.6199 gals.).
 JE0087
 JE0087.The modeled gravity was interpolated from observed gravity values.
 JE0087
 JE0087;                    North         East    Units  Estimated Accuracy
 JE0087;SPC MO W     -   286,110.      887,450.      MT  (+/- 180 meters Scaled)
 JE0087
 JE0087                          SUPERSEDED SURVEY CONTROL
 JE0087
 JE0087  NGVD 29 (??/??/92)  278.705  (m)          914.38   (f) ADJ UNCH    1 2
 JE0087
 JE0087.Superseded values are not recommended for survey control.
 JE0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0087.See file dsdata.txt to determine how the superseded data were derived.
 JE0087
 JE0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC070888(NAD 83)
 JE0087_MARKER: DD = SURVEY DISK
 JE0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0087_STAMPING: M 22 1936
 JE0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0087+STABILITY: SURFACE MOTION
 JE0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0087+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 JE0087
 JE0087  HISTORY     - Date     Condition        Report By
 JE0087  HISTORY     - 1936     MONUMENTED       MOGS
 JE0087  HISTORY     - 1963     GOOD             NGS
 JE0087  HISTORY     - 1981     GOOD             NGS
 JE0087  HISTORY     - 20060505 GOOD             INDIV
 JE0087
 JE0087                          STATION DESCRIPTION
 JE0087
 JE0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0087'4.6 MI W FROM HOLDEN.
 JE0087'ABOUT 4.65 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0087'FROM THE STATION AT HOLDEN, 139.5 FEET SOUTH OF THE SOUTH RAIL
 JE0087'OF THE MAIN TRACK, 32 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 JE0087'STREET, 30 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 58,
 JE0087'10.5 FEET EAST OF A POWER POLE, ABOUT LEVEL WITH THE TRACK,
 JE0087'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 JE0087
 JE0087                          STATION RECOVERY (1981)
 JE0087
 JE0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0087'MARK IS IN KINGSVILLE AT THE JUNCTION OF STATE HIGHWAY 58 AND MATE
 JE0087'ROAD W.
 JE0087
 JE0087                          STATION RECOVERY (2006)
 JE0087
 JE0087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0087'A ROADSIDE REST AREA/PARK IS LOCATED IN THE NORTHEAST CORNER OF THE
 JE0087'INTERSECTION OF HIGHWAY 58 AND W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0836 ***********************************************************************
 HD0836  DESIGNATION -  M 22
 HD0836  PID         -  HD0836
 HD0836  STATE/COUNTY-  MO/ST CLAIR
 HD0836  USGS QUAD   -  VISTA (1991)
 HD0836
 HD0836                         *CURRENT SURVEY CONTROL
 HD0836  ___________________________________________________________________
 HD0836* NAD 83(1986)-  37 55 59.     (N)    093 37 39.     (W)     SCALED    
 HD0836* NAVD 88     -       267.443  (meters)     877.44   (feet)  ADJUSTED  
 HD0836  ___________________________________________________________________
 HD0836  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 HD0836  DYNAMIC HT  -         267.244 (meters)     876.78  (feet)  COMP
 HD0836  MODELED GRAV-     979,878.4   (mgal)                       NAVD 88
 HD0836
 HD0836  VERT ORDER  -  SECOND    CLASS 0
 HD0836
 HD0836.The horizontal coordinates were scaled from a topographic map and have
 HD0836.an estimated accuracy of +/- 6 seconds.
 HD0836
 HD0836.The orthometric height was determined by differential leveling
 HD0836.and adjusted by the National Geodetic Survey in June 1991..
 HD0836
 HD0836.The geoid height was determined by GEOID03.
 HD0836
 HD0836.The dynamic height is computed by dividing the NAVD 88
 HD0836.geopotential number by the normal gravity value computed on the
 HD0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0836.degrees latitude (g = 980.6199 gals.).
 HD0836
 HD0836.The modeled gravity was interpolated from observed gravity values.
 HD0836
 HD0836;                    North         East    Units  Estimated Accuracy
 HD0836;SPC MO W     -   196,380.      926,700.      MT  (+/- 180 meters Scaled)
 HD0836
 HD0836                          SUPERSEDED SURVEY CONTROL
 HD0836
 HD0836  NGVD 29 (??/??/92)  267.335  (m)          877.08   (f) ADJ UNCH    2 0
 HD0836
 HD0836.Superseded values are not recommended for survey control.
 HD0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0836.See file dsdata.txt to determine how the superseded data were derived.
 HD0836
 HD0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB448985(NAD 83)
 HD0836_MARKER: DB = BENCH MARK DISK
 HD0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0836_STAMPING: M 22 1934
 HD0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0836+STABILITY: SURFACE MOTION
 HD0836
 HD0836  HISTORY     - Date     Condition        Report By
 HD0836  HISTORY     - 1934     MONUMENTED       CGS
 HD0836  HISTORY     - 1962     GOOD             NGS
 HD0836
 HD0836                          STATION DESCRIPTION
 HD0836
 HD0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HD0836'3.2 MI N FROM COLLINS.
 HD0836'2.35 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE STATE HIGHWAY
 HD0836'DEPARTMENT BUILDING AT COLLINS, THENCE 0.85 MILE NORTH ALONG NEW
 HD0836'STATE HIGHWAY 13 (NOW UNDER CONSTRUCTION), IN SECTION 25, T 37 N,
 HD0836'R 24 W, 163 FEET EAST OF HTE EAST CONCRETE HEADWALL OF A NEW PIPE
 HD0836'TYPE CULVERT, AT THE WEST EDGE OF A TIMBERED AREA, 106 FEET NORTHEAST
 HD0836'OF THE CENTER LINE OF THE HIGHWAY, 60 FEET SOUTHWEST OF THE CENTER
 HD0836'LINE OF A DIM TRAIL ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 HD0836'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 HD0836'OF A CONCRETE POST PROJECTING 7-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0631 ***********************************************************************
 KD0631  DESIGNATION -  M 220
 KD0631  PID         -  KD0631
 KD0631  STATE/COUNTY-  MO/RAY
 KD0631  USGS QUAD   -  LEXINGTON WEST (1979)
 KD0631
 KD0631                         *CURRENT SURVEY CONTROL
 KD0631  ___________________________________________________________________
 KD0631* NAD 83(1986)-  39 13 20.     (N)    093 55 56.     (W)     SCALED    
 KD0631* NAVD 88     -       209.653  (meters)     687.84   (feet)  ADJUSTED  
 KD0631  ___________________________________________________________________
 KD0631  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0631  DYNAMIC HT  -         209.523 (meters)     687.41  (feet)  COMP
 KD0631  MODELED GRAV-     980,003.5   (mgal)                       NAVD 88
 KD0631
 KD0631  VERT ORDER  -  FIRST     CLASS II
 KD0631
 KD0631.The horizontal coordinates were scaled from a topographic map and have
 KD0631.an estimated accuracy of +/- 6 seconds.
 KD0631
 KD0631.The orthometric height was determined by differential leveling
 KD0631.and adjusted by the National Geodetic Survey in June 1991..
 KD0631
 KD0631.The geoid height was determined by GEOID03.
 KD0631
 KD0631.The dynamic height is computed by dividing the NAVD 88
 KD0631.geopotential number by the normal gravity value computed on the
 KD0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0631.degrees latitude (g = 980.6199 gals.).
 KD0631
 KD0631.The modeled gravity was interpolated from observed gravity values.
 KD0631
 KD0631;                    North         East    Units  Estimated Accuracy
 KD0631;SPC MO W     -   339,270.      899,030.      MT  (+/- 180 meters Scaled)
 KD0631
 KD0631                          SUPERSEDED SURVEY CONTROL
 KD0631
 KD0631  NGVD 29 (??/??/92)  209.565  (m)          687.55   (f) ADJ UNCH    1 2
 KD0631
 KD0631.Superseded values are not recommended for survey control.
 KD0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0631.See file dsdata.txt to determine how the superseded data were derived.
 KD0631
 KD0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD195418(NAD 83)
 KD0631_MARKER: DB = BENCH MARK DISK
 KD0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0631_STAMPING: M 220 1948
 KD0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0631+STABILITY: SURFACE MOTION
 KD0631
 KD0631  HISTORY     - Date     Condition        Report By
 KD0631  HISTORY     - 1948     MONUMENTED       CGS
 KD0631  HISTORY     - 1958     GOOD             NGS
 KD0631
 KD0631                          STATION DESCRIPTION
 KD0631
 KD0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0631'0.9 MI S FROM HENRIETTA.
 KD0631'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 13 FROM THE ATCHISON,
 KD0631'TOPEKA AND SANTA FE RAILWAY STATION AT HENRIETTA, THENCE 0.4
 KD0631'MILE SOUTHWEST ALONG A GRAVEL ROAD, 91.0 FEET NORTHEAST OF
 KD0631'THE NORTHEAST CORNER OF THE J.C. HARRISON FARMHOUSE, 36.0 FEET
 KD0631'WEST OF THE CENTER LINE OF THE ROAD, 30.0 FEET NORTH OF THE
 KD0631'CENTER LINE OF A PRIVATE ROAD, 7.5 FEET WEST OF A CORNER FENCE
 KD0631'POST, 1.0 FOOT SOUTH OF A FENCE, 1.4 FEET EAST OF A REFERENCE
 KD0631'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KD0631'ABOVE THE GROUND.
 KD0631
 KD0631                          STATION RECOVERY (1958)
 KD0631
 KD0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KD0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0083 ***********************************************************************
 JD0083  DESIGNATION -  M 221
 JD0083  PID         -  JD0083
 JD0083  STATE/COUNTY-  MO/MONITEAU
 JD0083  USGS QUAD   -  JAMESTOWN (1969)
 JD0083
 JD0083                         *CURRENT SURVEY CONTROL
 JD0083  ___________________________________________________________________
 JD0083* NAD 83(1986)-  38 46 51.     (N)    092 24 36.     (W)     SCALED    
 JD0083* NAVD 88     -       174.316  (meters)     571.90   (feet)  ADJUSTED  
 JD0083  ___________________________________________________________________
 JD0083  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0083  DYNAMIC HT  -         174.200 (meters)     571.52  (feet)  COMP
 JD0083  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 JD0083
 JD0083  VERT ORDER  -  FIRST     CLASS II
 JD0083
 JD0083.The horizontal coordinates were scaled from a topographic map and have
 JD0083.an estimated accuracy of +/- 6 seconds.
 JD0083
 JD0083.The orthometric height was determined by differential leveling
 JD0083.and adjusted by the National Geodetic Survey in June 1991..
 JD0083
 JD0083.The geoid height was determined by GEOID03.
 JD0083
 JD0083.The dynamic height is computed by dividing the NAVD 88
 JD0083.geopotential number by the normal gravity value computed on the
 JD0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0083.degrees latitude (g = 980.6199 gals.).
 JD0083
 JD0083.The modeled gravity was interpolated from observed gravity values.
 JD0083
 JD0083;                    North         East    Units  Estimated Accuracy
 JD0083;SPC MO C     -   327,110.      507,820.      MT  (+/- 180 meters Scaled)
 JD0083
 JD0083                          SUPERSEDED SURVEY CONTROL
 JD0083
 JD0083  NGVD 29 (??/??/92)  174.269  (m)          571.75   (f) ADJ UNCH    1 2
 JD0083
 JD0083.Superseded values are not recommended for survey control.
 JD0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0083.See file dsdata.txt to determine how the superseded data were derived.
 JD0083
 JD0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC512926(NAD 83)
 JD0083_MARKER: DB = BENCH MARK DISK
 JD0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0083_STAMPING: M 221 1948
 JD0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0083+STABILITY: SURFACE MOTION
 JD0083
 JD0083  HISTORY     - Date     Condition        Report By
 JD0083  HISTORY     - 1948     MONUMENTED       CGS
 JD0083  HISTORY     - 1986     MARK NOT FOUND   NGS
 JD0083
 JD0083                          STATION DESCRIPTION
 JD0083
 JD0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JD0083'2.2 MI N FROM SANDY HOOK.
 JD0083'2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0083'STATION AT SANDY HOOK, AT A PRIVATE ROAD CROSSING, 43.7 FEET
 JD0083'WEST OF THE WEST RAIL OF THE TRACK, 28.7 FEET NORTHWEST OF THE
 JD0083'FIRST POLE NORTH OF MILEPOST NO. 146, 14.0 FEET NORTH OF THE
 JD0083'CENTER LINE OF A ROAD, 1.2 FEET WEST OF THE WEST RIGHT-OF-WAY
 JD0083'FENCE, 1.5 FEET EAST OF A REFERENCE POST, JUST EAST OF AN OLD
 JD0083'SAWMILL SITE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0083'0.5 FOOT ABOVE THE GROUND.
 JD0083
 JD0083                          STATION RECOVERY (1986)
 JD0083
 JD0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0150 ***********************************************************************
 KD0150  DESIGNATION -  M 222
 KD0150  PID         -  KD0150
 KD0150  STATE/COUNTY-  MO/HOWARD
 KD0150  USGS QUAD   -  ARROW ROCK (1971)
 KD0150
 KD0150                         *CURRENT SURVEY CONTROL
 KD0150  ___________________________________________________________________
 KD0150* NAD 83(1986)-  39 02 58.     (N)    092 53 08.     (W)     SCALED    
 KD0150* NAVD 88     -       185.895  (meters)     609.89   (feet)  ADJUSTED  
 KD0150  ___________________________________________________________________
 KD0150  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KD0150  DYNAMIC HT  -         185.778 (meters)     609.51  (feet)  COMP
 KD0150  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 KD0150
 KD0150  VERT ORDER  -  FIRST     CLASS II
 KD0150
 KD0150.The horizontal coordinates were scaled from a topographic map and have
 KD0150.an estimated accuracy of +/- 6 seconds.
 KD0150
 KD0150.The orthometric height was determined by differential leveling
 KD0150.and adjusted by the National Geodetic Survey in June 1991..
 KD0150
 KD0150.The geoid height was determined by GEOID03.
 KD0150
 KD0150.The dynamic height is computed by dividing the NAVD 88
 KD0150.geopotential number by the normal gravity value computed on the
 KD0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0150.degrees latitude (g = 980.6199 gals.).
 KD0150
 KD0150.The modeled gravity was interpolated from observed gravity values.
 KD0150
 KD0150;                    North         East    Units  Estimated Accuracy
 KD0150;SPC MO C     -   356,990.      466,630.      MT  (+/- 180 meters Scaled)
 KD0150
 KD0150                          SUPERSEDED SURVEY CONTROL
 KD0150
 KD0150  NGVD 29 (??/??/92)  185.862  (m)          609.78   (f) ADJ UNCH    1 2
 KD0150
 KD0150.Superseded values are not recommended for survey control.
 KD0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0150.See file dsdata.txt to determine how the superseded data were derived.
 KD0150
 KD0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD099222(NAD 83)
 KD0150_MARKER: DB = BENCH MARK DISK
 KD0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0150_STAMPING: M 222 1948
 KD0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0150+STABILITY: SURFACE MOTION
 KD0150
 KD0150  HISTORY     - Date     Condition        Report By
 KD0150  HISTORY     - 1948     MONUMENTED       CGS
 KD0150  HISTORY     - 1967     MARK NOT FOUND   NGS
 KD0150  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0150
 KD0150                          STATION DESCRIPTION
 KD0150
 KD0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD0150'0.6 MI SE FROM PETERSBURG.
 KD0150'0.65 MILE SOUTHEAST ALONG THE BOONVILLE-LISBON ROAD FROM THE
 KD0150'SCHOOL AT PETERSBURG, 178.0 FEET SOUTH OF THE SOUTH CORNER OF THE
 KD0150'GEORGE WATTS FARMHOUSE, 34.5 FEET EAST OF A LARGE MAPLE TREE, 90.0
 KD0150'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 13.0 FEET SOUTHEAST
 KD0150'OF THE CENTER LINE OF A ROAD LEADING NORTHEAST UP A DRAW, 1.1 FEET
 KD0150'NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE, 1.5 FEET SOUTHEAST OF
 KD0150'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 KD0150'FOOT ABOVE THE GROUND.  NOTE-- OLD HOUSE IS GONE
 KD0150
 KD0150                          STATION RECOVERY (1967)
 KD0150
 KD0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KD0150'MARK NOT FOUND.
 KD0150
 KD0150                          STATION RECOVERY (1986)
 KD0150
 KD0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0602 ***********************************************************************
 KD0602  DESIGNATION -  M 223
 KD0602  PID         -  KD0602
 KD0602  STATE/COUNTY-  MO/LAFAYETTE
 KD0602  USGS QUAD   -  LEXINGTON EAST (1978)
 KD0602
 KD0602                         *CURRENT SURVEY CONTROL
 KD0602  ___________________________________________________________________
 KD0602* NAD 83(1986)-  39 12 40.     (N)    093 50 45.     (W)     SCALED    
 KD0602* NAVD 88     -       213.139  (meters)     699.27   (feet)  ADJUSTED  
 KD0602  ___________________________________________________________________
 KD0602  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0602  DYNAMIC HT  -         213.007 (meters)     698.84  (feet)  COMP
 KD0602  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 KD0602
 KD0602  VERT ORDER  -  FIRST     CLASS II
 KD0602
 KD0602.The horizontal coordinates were scaled from a topographic map and have
 KD0602.an estimated accuracy of +/- 6 seconds.
 KD0602
 KD0602.The orthometric height was determined by differential leveling
 KD0602.and adjusted by the National Geodetic Survey in June 1991..
 KD0602
 KD0602.The geoid height was determined by GEOID03.
 KD0602
 KD0602.The dynamic height is computed by dividing the NAVD 88
 KD0602.geopotential number by the normal gravity value computed on the
 KD0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0602.degrees latitude (g = 980.6199 gals.).
 KD0602
 KD0602.The modeled gravity was interpolated from observed gravity values.
 KD0602
 KD0602;                    North         East    Units  Estimated Accuracy
 KD0602;SPC MO W     -   338,090.      906,500.      MT  (+/- 180 meters Scaled)
 KD0602
 KD0602                          SUPERSEDED SURVEY CONTROL
 KD0602
 KD0602  NGVD 29 (??/??/92)  213.044  (m)          698.96   (f) ADJ UNCH    1 2
 KD0602
 KD0602.Superseded values are not recommended for survey control.
 KD0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0602.See file dsdata.txt to determine how the superseded data were derived.
 KD0602
 KD0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD269405(NAD 83)
 KD0602_MARKER: DB = BENCH MARK DISK
 KD0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0602_SP_SET: CULVERT
 KD0602_STAMPING: M 223 1948
 KD0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0602
 KD0602  HISTORY     - Date     Condition        Report By
 KD0602  HISTORY     - 1948     MONUMENTED       CGS
 KD0602  HISTORY     - 1962     GOOD             NGS
 KD0602  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0602
 KD0602                          STATION DESCRIPTION
 KD0602
 KD0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KD0602'4.1 MI NE FROM MYRICK STATION.
 KD0602'4.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0602'MYRICK RAILROAD STATION, 2 2/3 POLES EAST OF MILEPOST NO. 234-20,
 KD0602'AT A 6 X 6 FOOT CONCRETE CULVERT, IN THE TOP OF THE EAST END OF
 KD0602'THE SOUTH HEADWALL, 15.9 FEET SOUTH OF THE SOUTH RAIL, 0.4 FOOT
 KD0602'WEST OF THE EAST EDGE OF THE HEADWALL, ABOUT 4 FEET BELOW THE
 KD0602'TRACKS.
 KD0602
 KD0602                          STATION RECOVERY (1986)
 KD0602
 KD0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0804 ***********************************************************************
 JC0804  DESIGNATION -  M 224
 JC0804  PID         -  JC0804
 JC0804  STATE/COUNTY-  MO/CRAWFORD
 JC0804  USGS QUAD   -  CUBA (1980)
 JC0804
 JC0804                         *CURRENT SURVEY CONTROL
 JC0804  ___________________________________________________________________
 JC0804* NAD 83(1986)-  38 02 10.     (N)    091 27 50.     (W)     SCALED    
 JC0804* NAVD 88     -       317.938  (meters)    1043.10   (feet)  ADJUSTED  
 JC0804  ___________________________________________________________________
 JC0804  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JC0804  DYNAMIC HT  -         317.705 (meters)    1042.34  (feet)  COMP
 JC0804  MODELED GRAV-     979,886.9   (mgal)                       NAVD 88
 JC0804
 JC0804  VERT ORDER  -  FIRST     CLASS II
 JC0804
 JC0804.The horizontal coordinates were scaled from a topographic map and have
 JC0804.an estimated accuracy of +/- 6 seconds.
 JC0804
 JC0804.The orthometric height was determined by differential leveling
 JC0804.and adjusted by the National Geodetic Survey in June 1991..
 JC0804
 JC0804.The geoid height was determined by GEOID03.
 JC0804
 JC0804.The dynamic height is computed by dividing the NAVD 88
 JC0804.geopotential number by the normal gravity value computed on the
 JC0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0804.degrees latitude (g = 980.6199 gals.).
 JC0804
 JC0804.The modeled gravity was interpolated from observed gravity values.
 JC0804
 JC0804;                    North         East    Units  Estimated Accuracy
 JC0804;SPC MO E     -   244,880.      165,390.      MT  (+/- 180 meters Scaled)
 JC0804
 JC0804                          SUPERSEDED SURVEY CONTROL
 JC0804
 JC0804  NGVD 29 (??/??/92)  317.920  (m)         1043.04   (f) ADJ UNCH    1 2
 JC0804
 JC0804.Superseded values are not recommended for survey control.
 JC0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0804.See file dsdata.txt to determine how the superseded data were derived.
 JC0804
 JC0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC348109(NAD 83)
 JC0804_MARKER: DB = BENCH MARK DISK
 JC0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0804_SP_SET: CULVERT
 JC0804_STAMPING: M 224 1949
 JC0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0804
 JC0804  HISTORY     - Date     Condition        Report By
 JC0804  HISTORY     - 1949     MONUMENTED       CGS
 JC0804
 JC0804                          STATION DESCRIPTION
 JC0804
 JC0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0804'4.2 MI SW FROM CUBA.
 JC0804'ABOUT 4.15 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0804'RAILWAY FROM THE STATION AT CUBA, ONE POLE NORTHEAST OF MILE POST
 JC0804'91, SET IN THE TOP AND 5 FEET SOUTHWEST OF THE NORTHEAST END OF
 JC0804'THE SOUTHEAST HEADWALL OF A 5 FOOT CONCRETE CULVERT UNDER U.S.
 JC0804'HIGHWAY 66, ABOUT 0.3 MILE NORTHEAST OF FANNING, 58 FEET
 JC0804'NORTHWEST OF THE NORTHWEST RAIL, 18.5 FEET SOUTHEAST OF THE
 JC0804'CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET BELOW THE LEVEL OF
 JC0804'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0610 ***********************************************************************
 HC0610  DESIGNATION -  M 225
 HC0610  PID         -  HC0610
 HC0610  STATE/COUNTY-  MO/PHELPS
 HC0610  USGS QUAD   -  YANCY MILLS (1982)
 HC0610
 HC0610                         *CURRENT SURVEY CONTROL
 HC0610  ___________________________________________________________________
 HC0610* NAD 83(1986)-  37 52 06.     (N)    091 47 38.     (W)     SCALED    
 HC0610* NAVD 88     -       275.276  (meters)     903.13   (feet)  ADJUSTED  
 HC0610  ___________________________________________________________________
 HC0610  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HC0610  DYNAMIC HT  -         275.071 (meters)     902.46  (feet)  COMP
 HC0610  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 HC0610
 HC0610  VERT ORDER  -  FIRST     CLASS II
 HC0610
 HC0610.The horizontal coordinates were scaled from a topographic map and have
 HC0610.an estimated accuracy of +/- 6 seconds.
 HC0610
 HC0610.The orthometric height was determined by differential leveling
 HC0610.and adjusted by the National Geodetic Survey in June 1991..
 HC0610
 HC0610.The geoid height was determined by GEOID03.
 HC0610
 HC0610.The dynamic height is computed by dividing the NAVD 88
 HC0610.geopotential number by the normal gravity value computed on the
 HC0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0610.degrees latitude (g = 980.6199 gals.).
 HC0610
 HC0610.The modeled gravity was interpolated from observed gravity values.
 HC0610
 HC0610;                    North         East    Units  Estimated Accuracy
 HC0610;SPC MO C     -   226,050.      562,130.      MT  (+/- 180 meters Scaled)
 HC0610
 HC0610                          SUPERSEDED SURVEY CONTROL
 HC0610
 HC0610  NGVD 29 (??/??/92)  275.215  (m)          902.93   (f) ADJ UNCH    1 2
 HC0610
 HC0610.Superseded values are not recommended for survey control.
 HC0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0610.See file dsdata.txt to determine how the superseded data were derived.
 HC0610
 HC0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB060918(NAD 83)
 HC0610_MARKER: DB = BENCH MARK DISK
 HC0610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HC0610_SP_SET: HEADWALL
 HC0610_STAMPING: M 225 1949
 HC0610_MARK LOGO: CGS   
 HC0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0610+STABILITY: SURFACE MOTION
 HC0610
 HC0610  HISTORY     - Date     Condition        Report By
 HC0610  HISTORY     - 1949     MONUMENTED       CGS
 HC0610  HISTORY     - 19890718 GOOD             NGS
 HC0610
 HC0610                          STATION DESCRIPTION
 HC0610
 HC0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HC0610'5.9 MI S FROM ROLLA.
 HC0610'ABOUT 5.9 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION
 HC0610'OF U.S. HIGHWAY 66 IN WEST ROLLA, ABOUT 0.75 MILE NORTH OF THE
 HC0610'POST OFFICE AT VIDA, ABOUT 0.8 MILE SOUTH OF THE BRIDGE OVER
 HC0610'BEAVER CREEK, IN THE TOP AND THE NORTH END OF THE EAST HEADWALL
 HC0610'OF A 12 FOOT SKEW CONCRETE CULVERT OVER A SMALL STREAM, 21.5 FEET
 HC0610'EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 HC0610'HIGHWAY.
 HC0610
 HC0610                          STATION RECOVERY (1989)
 HC0610
 HC0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0610'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.1 KM (7.5
 HC0610'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 HC0610'INTERSTATE HIGHWAY 44 IN ROLLA.  DELETE--ABOUT 0.75 MI N OF THE POST
 HC0610'OFFICE IN VIDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0771 ***********************************************************************
 JC0771  DESIGNATION -  M 226
 JC0771  PID         -  JC0771
 JC0771  STATE/COUNTY-  MO/CRAWFORD
 JC0771  USGS QUAD   -  SULLIVAN (1980)
 JC0771
 JC0771                         *CURRENT SURVEY CONTROL
 JC0771  ___________________________________________________________________
 JC0771* NAD 83(1986)-  38 12 14.     (N)    091 10 08.     (W)     SCALED    
 JC0771* NAVD 88     -       290.352  (meters)     952.60   (feet)  ADJUSTED  
 JC0771  ___________________________________________________________________
 JC0771  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 JC0771  DYNAMIC HT  -         290.153 (meters)     951.94  (feet)  COMP
 JC0771  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 JC0771
 JC0771  VERT ORDER  -  FIRST     CLASS II
 JC0771
 JC0771.The horizontal coordinates were scaled from a topographic map and have
 JC0771.an estimated accuracy of +/- 6 seconds.
 JC0771
 JC0771.The orthometric height was determined by differential leveling
 JC0771.and adjusted by the National Geodetic Survey in June 1991..
 JC0771
 JC0771.The geoid height was determined by GEOID03.
 JC0771
 JC0771.The dynamic height is computed by dividing the NAVD 88
 JC0771.geopotential number by the normal gravity value computed on the
 JC0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0771.degrees latitude (g = 980.6199 gals.).
 JC0771
 JC0771.The modeled gravity was interpolated from observed gravity values.
 JC0771
 JC0771;                    North         East    Units  Estimated Accuracy
 JC0771;SPC MO E     -   263,270.      191,420.      MT  (+/- 180 meters Scaled)
 JC0771
 JC0771                          SUPERSEDED SURVEY CONTROL
 JC0771
 JC0771  NGVD 29 (??/??/92)  290.371  (m)          952.66   (f) ADJ UNCH    1 2
 JC0771
 JC0771.Superseded values are not recommended for survey control.
 JC0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0771.See file dsdata.txt to determine how the superseded data were derived.
 JC0771
 JC0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC603300(NAD 83)
 JC0771_MARKER: DB = BENCH MARK DISK
 JC0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0771_SP_SET: CULVERT
 JC0771_STAMPING: M 226 1949
 JC0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0771
 JC0771  HISTORY     - Date     Condition        Report By
 JC0771  HISTORY     - 1949     MONUMENTED       CGS
 JC0771
 JC0771                          STATION DESCRIPTION
 JC0771
 JC0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0771'0.6 MI SW FROM SULLIVAN.
 JC0771'ABOUT 0.6 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0771'FROM THE STATION AT SULLIVAN, SET IN THE TOP AND THE SOUTHWEST
 JC0771'END OF THE SOUTHEAST HEADWALL OF A 6 FOOT CONCRETE CULVERT, ABOUT
 JC0771'20 YARDS SOUTHWEST OF SEMAPHORE 68.6 AND 68.7, AT MILE POLE 68-26
 JC0771'1/2, 11 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND 1/2 FOOT BELOW
 JC0771'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0419 ***********************************************************************
 JC0419  DESIGNATION -  M 227
 JC0419  PID         -  JC0419
 JC0419  STATE/COUNTY-  MO/FRANKLIN
 JC0419  USGS QUAD   -  MOSELLE (1980)
 JC0419
 JC0419                         *CURRENT SURVEY CONTROL
 JC0419  ___________________________________________________________________
 JC0419* NAD 83(1986)-  38 22 33.     (N)    090 55 50.     (W)     SCALED    
 JC0419* NAVD 88     -       197.754  (meters)     648.80   (feet)  ADJUSTED  
 JC0419  ___________________________________________________________________
 JC0419  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JC0419  DYNAMIC HT  -         197.622 (meters)     648.36  (feet)  COMP
 JC0419  MODELED GRAV-     979,957.0   (mgal)                       NAVD 88
 JC0419
 JC0419  VERT ORDER  -  FIRST     CLASS II
 JC0419
 JC0419.The horizontal coordinates were scaled from a topographic map and have
 JC0419.an estimated accuracy of +/- 6 seconds.
 JC0419
 JC0419.The orthometric height was determined by differential leveling
 JC0419.and adjusted by the National Geodetic Survey in June 1991..
 JC0419
 JC0419.The geoid height was determined by GEOID03.
 JC0419
 JC0419.The dynamic height is computed by dividing the NAVD 88
 JC0419.geopotential number by the normal gravity value computed on the
 JC0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0419.degrees latitude (g = 980.6199 gals.).
 JC0419
 JC0419.The modeled gravity was interpolated from observed gravity values.
 JC0419
 JC0419;                    North         East    Units  Estimated Accuracy
 JC0419;SPC MO E     -   282,240.      212,380.      MT  (+/- 180 meters Scaled)
 JC0419
 JC0419                          SUPERSEDED SURVEY CONTROL
 JC0419
 JC0419  NGVD 29 (??/??/92)  197.806  (m)          648.97   (f) ADJ UNCH    1 2
 JC0419
 JC0419.Superseded values are not recommended for survey control.
 JC0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0419.See file dsdata.txt to determine how the superseded data were derived.
 JC0419
 JC0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC807495(NAD 83)
 JC0419_MARKER: DB = BENCH MARK DISK
 JC0419_SETTING: 66 = SET IN ROCK OUTCROP
 JC0419_SP_SET: ROCK CUT
 JC0419_STAMPING: M 227 1949
 JC0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0419+STABILITY: POSITION/ELEVATION WELL
 JC0419
 JC0419  HISTORY     - Date     Condition        Report By
 JC0419  HISTORY     - 1949     MONUMENTED       CGS
 JC0419
 JC0419                          STATION DESCRIPTION
 JC0419
 JC0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0419'3.8 MI NE FROM ST CLAIR.
 JC0419'ABOUT 3.85 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 JC0419'RAILWAY FROM THE STATION AT ST. CLAIR, ABOUT 0.4 MILE EAST OF
 JC0419'A NARROW DEEP ROCK CUT, AT THE A SMALLER CUT, SET VERTICALLY
 JC0419'ABOUT 5 FEET ABOVE THE GROUND IN THE CENTER OF THE NORTH FACE
 JC0419'OF THE 1 1/2 FOOT LAYER OF SANDSTONE, 101 FEET EAST OF SEMAPHORE
 JC0419'48.4, 12.5 FEET SOUTH OF THE SOUTH RAIL AND 3.5 FEET ABOVE THE
 JC0419'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0073 ***********************************************************************
 JE0073  DESIGNATION -  M 231
 JE0073  PID         -  JE0073
 JE0073  STATE/COUNTY-  MO/JACKSON
 JE0073  USGS QUAD   -  LEES SUMMIT (1990)
 JE0073
 JE0073                         *CURRENT SURVEY CONTROL
 JE0073  ___________________________________________________________________
 JE0073* NAD 83(1986)-  38 58 11.     (N)    094 24 30.     (W)     SCALED    
 JE0073* NAVD 88     -       246.361  (meters)     808.27   (feet)  ADJUSTED  
 JE0073  ___________________________________________________________________
 JE0073  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JE0073  DYNAMIC HT  -         246.199 (meters)     807.74  (feet)  COMP
 JE0073  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 JE0073
 JE0073  VERT ORDER  -  FIRST     CLASS II
 JE0073
 JE0073.The horizontal coordinates were scaled from a topographic map and have
 JE0073.an estimated accuracy of +/- 6 seconds.
 JE0073
 JE0073.The orthometric height was determined by differential leveling
 JE0073.and adjusted by the National Geodetic Survey in June 1991..
 JE0073
 JE0073.The geoid height was determined by GEOID03.
 JE0073
 JE0073.The dynamic height is computed by dividing the NAVD 88
 JE0073.geopotential number by the normal gravity value computed on the
 JE0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0073.degrees latitude (g = 980.6199 gals.).
 JE0073
 JE0073.The modeled gravity was interpolated from observed gravity values.
 JE0073
 JE0073;                    North         East    Units  Estimated Accuracy
 JE0073;SPC MO W     -   311,090.      857,940.      MT  (+/- 180 meters Scaled)
 JE0073
 JE0073                          SUPERSEDED SURVEY CONTROL
 JE0073
 JE0073  NGVD 29 (??/??/92)  246.283  (m)          808.01   (f) ADJ UNCH    1 2
 JE0073
 JE0073.Superseded values are not recommended for survey control.
 JE0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0073.See file dsdata.txt to determine how the superseded data were derived.
 JE0073
 JE0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD779143(NAD 83)
 JE0073_MARKER: DB = BENCH MARK DISK
 JE0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0073_STAMPING: M 231 1950
 JE0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0073+STABILITY: SURFACE MOTION
 JE0073
 JE0073  HISTORY     - Date     Condition        Report By
 JE0073  HISTORY     - 1950     MONUMENTED       CGS
 JE0073  HISTORY     - 1960     GOOD             NGS
 JE0073  HISTORY     - 1981     GOOD             NGS
 JE0073  HISTORY     - 19940101 MARK NOT FOUND   LOCENG
 JE0073
 JE0073                          STATION DESCRIPTION
 JE0073
 JE0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JE0073'1.5 MI S FROM LITTLE BLUE.
 JE0073'1.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0073'CROSSING OF LITTLE BLUE ROAD AT LITTLE BLUE, 209 FEET SOUTH
 JE0073'OF THE SOUTHEAST CORNER OF THE BANNISTER OF A STEEL BRIDGE,
 JE0073'33.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 30.6 FEET EAST OF THE
 JE0073'CENTER LINE OF A NORTH AND SOUTH OILED ROAD, 9.7 FEET EAST OF
 JE0073'A FENCE, 5 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A
 JE0073'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JE0073'0.4 FOOT ABOVE THE GROUND.  NOTE-- THE STATION IS LOCATED NEAR
 JE0073'MILEPOST 264 PLUE 10, AND ABOUT 100 FEET WEST OF THE THIRD
 JE0073'POLE NORTHWEST OF MILEPOST 264 PLUE 10.
 JE0073
 JE0073                          STATION RECOVERY (1960)
 JE0073
 JE0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JE0073'RECOVERED IN GOOD CONDITION.
 JE0073
 JE0073                          STATION RECOVERY (1981)
 JE0073
 JE0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JE0073'IN THE SOUTHEAST PART OF KANSAS CITY, AT THE CROSSING OF RHINEHART
 JE0073'ROAD, 2.0 MILES NORTH ALONG NOLAND ROAD, WHICH IS STATE ROAD V, FROM
 JE0073'THE JUNCTION OF STATE HIGHWAY JUNCTION OF STATE HIGHWAY 350, WHICH IS
 JE0073'BLUE PARKWAY, THEN 1.6 MILES EAST AND SOUTHEAST ALONG LITTLE BLUE
 JE0073'ROAD TO THE JUNCTION WITH 19TH STREET, THENCE WEST AND SOUTH ON 79TH
 JE0073'STREET AND RHINEHARY ROAD FOR 1 MILE TO THE CROSSING OF THE MISSOURI
 JE0073'PACIFIC RAILROAD AND THE BENCH MARK ON THE LEFT, 209 FEET SOUTH OF
 JE0073'THE SOUTHEAST CORNER OF THE BANNISTER OF A STEEL BRIDGE, 33.6 FEET
 JE0073'SOUTHWEST OF THE SOUTHWEST RAIL, 5 FEET NORTH OF A TELEPHONE POLE.
 JE0073
 JE0073                          STATION RECOVERY (1994)
 JE0073
 JE0073'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (JT)
 JE0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0806 ***********************************************************************
 JD0806  DESIGNATION -  M 232
 JD0806  PID         -  JD0806
 JD0806  STATE/COUNTY-  MO/PETTIS
 JD0806  USGS QUAD   -  LA MONTE (1973)
 JD0806
 JD0806                         *CURRENT SURVEY CONTROL
 JD0806  ___________________________________________________________________
 JD0806* NAD 83(1986)-  38 51 36.     (N)    093 26 27.     (W)     SCALED    
 JD0806* NAVD 88     -       237.366  (meters)     778.76   (feet)  ADJUSTED  
 JD0806  ___________________________________________________________________
 JD0806  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD0806  DYNAMIC HT  -         237.210 (meters)     778.25  (feet)  COMP
 JD0806  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 JD0806
 JD0806  VERT ORDER  -  FIRST     CLASS II
 JD0806
 JD0806.The horizontal coordinates were scaled from a topographic map and have
 JD0806.an estimated accuracy of +/- 6 seconds.
 JD0806
 JD0806.The orthometric height was determined by differential leveling
 JD0806.and adjusted by the National Geodetic Survey in June 1991..
 JD0806
 JD0806.The geoid height was determined by GEOID03.
 JD0806
 JD0806.The dynamic height is computed by dividing the NAVD 88
 JD0806.geopotential number by the normal gravity value computed on the
 JD0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0806.degrees latitude (g = 980.6199 gals.).
 JD0806
 JD0806.The modeled gravity was interpolated from observed gravity values.
 JD0806
 JD0806;                    North         East    Units  Estimated Accuracy
 JD0806;SPC MO C     -   336,310.      418,340.      MT  (+/- 180 meters Scaled)
 JD0806
 JD0806                          SUPERSEDED SURVEY CONTROL
 JD0806
 JD0806  NGVD 29 (??/??/92)  237.279  (m)          778.47   (f) ADJ UNCH    1 2
 JD0806
 JD0806.Superseded values are not recommended for survey control.
 JD0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0806.See file dsdata.txt to determine how the superseded data were derived.
 JD0806
 JD0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD617013(NAD 83)
 JD0806_MARKER: DB = BENCH MARK DISK
 JD0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0806_STAMPING: M 232 1950
 JD0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0806+STABILITY: SURFACE MOTION
 JD0806
 JD0806  HISTORY     - Date     Condition        Report By
 JD0806  HISTORY     - 1950     MONUMENTED       CGS
 JD0806  HISTORY     - 1962     GOOD             NGS
 JD0806
 JD0806                          STATION DESCRIPTION
 JD0806
 JD0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JD0806'8.8 MI S FROM SWEET SPRINGS.
 JD0806'0.2 MILE SOUTH ALONG MILLER STREET FROM THE MISSOURI PACIFIC
 JD0806'RAILROAD STATION AT SWEET SPRINGS, THENCE 8.65 MILES SOUTH ALONG
 JD0806'STATE HIGHWAY 127, 0.75 MILE SOUTH OF THE JUNCTION OF STATE
 JD0806'HIGHWAY 127 AND COUNTY ROAD D, ON THE SOUTH SLOPE OF A HILL, 29
 JD0806'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 10.6 FEET SOUTH OF
 JD0806'THE MOST EASTERLY TREE IN A ROW OF TREES, 2.0 FEET EAST OF THE
 JD0806'WEST RIGHT-OF-WAY FENCE, 2.0 FEET NORTH OF A REFERENCE POST, AND
 JD0806'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 JD0806'THE GROUND.
 JD0806
 JD0806                          STATION RECOVERY (1962)
 JD0806
 JD0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0875 ***********************************************************************
 JC0875  DESIGNATION -  M 234
 JC0875  PID         -  JC0875
 JC0875  STATE/COUNTY-  MO/PHELPS
 JC0875  USGS QUAD   -  VICHY (1980)
 JC0875
 JC0875                         *CURRENT SURVEY CONTROL
 JC0875  ___________________________________________________________________
 JC0875* NAD 83(1986)-  38 02 40.     (N)    091 46 18.     (W)     SCALED    
 JC0875* NAVD 88     -       326.753  (meters)    1072.02   (feet)  ADJUSTED  
 JC0875  ___________________________________________________________________
 JC0875  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JC0875  DYNAMIC HT  -         326.515 (meters)    1071.24  (feet)  COMP
 JC0875  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 JC0875
 JC0875  VERT ORDER  -  FIRST     CLASS II
 JC0875
 JC0875.The horizontal coordinates were scaled from a topographic map and have
 JC0875.an estimated accuracy of +/- 6 seconds.
 JC0875
 JC0875.The orthometric height was determined by differential leveling
 JC0875.and adjusted by the National Geodetic Survey in June 1991..
 JC0875
 JC0875.The geoid height was determined by GEOID03.
 JC0875
 JC0875.The dynamic height is computed by dividing the NAVD 88
 JC0875.geopotential number by the normal gravity value computed on the
 JC0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0875.degrees latitude (g = 980.6199 gals.).
 JC0875
 JC0875.The modeled gravity was interpolated from observed gravity values.
 JC0875
 JC0875;                    North         East    Units  Estimated Accuracy
 JC0875;SPC MO C     -   245,620.      563,930.      MT  (+/- 180 meters Scaled)
 JC0875
 JC0875                          SUPERSEDED SURVEY CONTROL
 JC0875
 JC0875  NGVD 29 (??/??/92)  326.714  (m)         1071.89   (f) ADJ UNCH    1 2
 JC0875
 JC0875.Superseded values are not recommended for survey control.
 JC0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0875.See file dsdata.txt to determine how the superseded data were derived.
 JC0875
 JC0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC077114(NAD 83)
 JC0875_MARKER: DB = BENCH MARK DISK
 JC0875_SETTING: 80 = SET IN A BOULDER
 JC0875_SP_SET: IN DRILL HOLE IN A BOULDER
 JC0875_STAMPING: M 234 1950
 JC0875_MARK LOGO: CGS   
 JC0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0875+STABILITY: SURFACE MOTION
 JC0875
 JC0875  HISTORY     - Date     Condition        Report By
 JC0875  HISTORY     - 1950     MONUMENTED       CGS
 JC0875  HISTORY     - 19890718 GOOD             NGS
 JC0875
 JC0875                          STATION DESCRIPTION
 JC0875
 JC0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JC0875'4.6 MI S FROM VICHY.
 JC0875'4.65 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT
 JC0875'VICHY, ON THE SIDE OF THE HILL SLOPING DOWN TO THE SOUTHEAST,
 JC0875'ABOUT 0.15 MILE NORTH OF A SERVICE STATION ON THE EAST SIDE OF
 JC0875'THE HIGHWAY, 86 FEET NORTHEAST OF TELEPHONE POLE 1609, 67.5
 JC0875'FEET SOUTHEAST OF TELEPHONE POLE 1608, 68 FEET EAST OF THE
 JC0875'CENTER LINE OF THE HIGHWAY, 27.5 FEET EAST OF A FENCE, 1.6 FEET
 JC0875'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A BOULDER
 JC0875'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 JC0875
 JC0875                          STATION RECOVERY (1989)
 JC0875
 JC0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0875'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.6 KM
 JC0875'(6.6 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 JC0875'INTERSTATE HIGHWAY 44 IN ROLLA, THENCE 1.0 KM (0.6 MI) SOUTHERLY
 JC0875'ALONG COUNTY ROAD 34 A, NEAR THE CENTER OF A 5.0 BY 5.0 FOOT BOULDER
 JC0875'PROJECTING 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE, 53.0 M (173.9 FT)
 JC0875'SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY, 20.7 M (67.9 FT) EAST OF
 JC0875'THE CENTER OF THE ROAD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 JC0875'HIGHWAY, AND 0.8 M (2.6 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0096 ***********************************************************************
 HE0096  DESIGNATION -  M 24
 HE0096  PID         -  HE0096
 HE0096  STATE/COUNTY-  MO/CEDAR
 HE0096  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0096
 HE0096                         *CURRENT SURVEY CONTROL
 HE0096  ___________________________________________________________________
 HE0096* NAD 83(1986)-  37 47 51.     (N)    094 00 59.     (W)     SCALED    
 HE0096* NAVD 88     -       265.124  (meters)     869.83   (feet)  ADJUSTED  
 HE0096  ___________________________________________________________________
 HE0096  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 HE0096  DYNAMIC HT  -         264.926 (meters)     869.18  (feet)  COMP
 HE0096  MODELED GRAV-     979,875.8   (mgal)                       NAVD 88
 HE0096
 HE0096  VERT ORDER  -  SECOND    CLASS 0
 HE0096
 HE0096.The horizontal coordinates were scaled from a topographic map and have
 HE0096.an estimated accuracy of +/- 6 seconds.
 HE0096
 HE0096.The orthometric height was determined by differential leveling
 HE0096.and adjusted by the National Geodetic Survey in June 1991..
 HE0096
 HE0096.The geoid height was determined by GEOID03.
 HE0096
 HE0096.The dynamic height is computed by dividing the NAVD 88
 HE0096.geopotential number by the normal gravity value computed on the
 HE0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0096.degrees latitude (g = 980.6199 gals.).
 HE0096
 HE0096.The modeled gravity was interpolated from observed gravity values.
 HE0096
 HE0096;                    North         East    Units  Estimated Accuracy
 HE0096;SPC MO W     -   181,090.      892,590.      MT  (+/- 180 meters Scaled)
 HE0096
 HE0096                          SUPERSEDED SURVEY CONTROL
 HE0096
 HE0096  NGVD 29 (??/??/92)  265.021  (m)          869.49   (f) ADJ UNCH    2 0
 HE0096
 HE0096.Superseded values are not recommended for survey control.
 HE0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0096.See file dsdata.txt to determine how the superseded data were derived.
 HE0096
 HE0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB105838(NAD 83)
 HE0096_MARKER: DB = BENCH MARK DISK
 HE0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0096_STAMPING: M 24 1934
 HE0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0096+STABILITY: SURFACE MOTION
 HE0096
 HE0096  HISTORY     - Date     Condition        Report By
 HE0096  HISTORY     - 1934     MONUMENTED       CGS
 HE0096  HISTORY     - 1963     GOOD             NGS
 HE0096  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HE0096
 HE0096                          STATION DESCRIPTION
 HE0096
 HE0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0096'5.4 MI S FROM ELDORADO SPRINGS.
 HE0096'ABOUT 0.1 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0096'FROM THE STATION AT ELDORADO SPRINGS, THENCE 0.1 MILE SOUTH
 HE0096'ALONG STATE HIGHWAY 82 THENCE 0.6 MILE EAST ALONG U.S. HIGHWAY
 HE0096'54, THENCE 4.55 MILE SOUTH ALONG STATE HIGHWAY 32, OR 6.2
 HE0096'MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE CHRISTIAN
 HE0096'CHURCH AT FILLEY, AT A JUNCTION OF THE HIGHWAY AND A ROAD LEADING
 HE0096'EAST, 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 HE0096'NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 26 FEET
 HE0096'NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, 1.6 FEET SOUTH
 HE0096'OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HE0096'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HE0096'4 INCHES.
 HE0096
 HE0096                          STATION RECOVERY (1988)
 HE0096
 HE0096'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBD)
 HE0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1925 ***********************************************************************
 JD1925  DESIGNATION -  M 245
 JD1925  PID         -  JD1925
 JD1925  STATE/COUNTY-  MO/HENRY
 JD1925  USGS QUAD   -  WINDSOR (1981)
 JD1925
 JD1925                         *CURRENT SURVEY CONTROL
 JD1925  ___________________________________________________________________
 JD1925* NAD 83(1986)-  38 32 09.     (N)    093 31 28.     (W)     SCALED    
 JD1925* NAVD 88     -       272.210  (meters)     893.08   (feet)  ADJUSTED  
 JD1925  ___________________________________________________________________
 JD1925  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD1925  DYNAMIC HT  -         272.018 (meters)     892.45  (feet)  COMP
 JD1925  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 JD1925
 JD1925  VERT ORDER  -  SECOND    CLASS 0
 JD1925
 JD1925.The horizontal coordinates were scaled from a topographic map and have
 JD1925.an estimated accuracy of +/- 6 seconds.
 JD1925
 JD1925.The orthometric height was determined by differential leveling
 JD1925.and adjusted by the National Geodetic Survey in June 1991..
 JD1925
 JD1925.The geoid height was determined by GEOID03.
 JD1925
 JD1925.The dynamic height is computed by dividing the NAVD 88
 JD1925.geopotential number by the normal gravity value computed on the
 JD1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1925.degrees latitude (g = 980.6199 gals.).
 JD1925
 JD1925.The modeled gravity was interpolated from observed gravity values.
 JD1925
 JD1925;                    North         East    Units  Estimated Accuracy
 JD1925;SPC MO W     -   263,380.      935,050.      MT  (+/- 180 meters Scaled)
 JD1925
 JD1925                          SUPERSEDED SURVEY CONTROL
 JD1925
 JD1925  NGVD 29 (??/??/92)  272.096  (m)          892.70   (f) ADJ UNCH    2 0
 JD1925
 JD1925.Superseded values are not recommended for survey control.
 JD1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1925.See file dsdata.txt to determine how the superseded data were derived.
 JD1925
 JD1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC542654(NAD 83)
 JD1925_MARKER: DB = BENCH MARK DISK
 JD1925_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1925_SP_SET: 9 FEET
 JD1925_STAMPING: M 245 1962
 JD1925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1925
 JD1925  HISTORY     - Date     Condition        Report By
 JD1925  HISTORY     - 1962     MONUMENTED       CGS
 JD1925  HISTORY     - 1963     GOOD             NGS
 JD1925
 JD1925                          STATION DESCRIPTION
 JD1925
 JD1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1925'AT WINDSOR.
 JD1925'ABOUT 125 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 JD1925'EAST CORNER OF THE MISSOURI, KANSAS AND TEXAS RAILROAD STATION
 JD1925'AT WINDSOR, 105 FEET SOUTH OF THE CENTER LINE OF THE CROSSING
 JD1925'OF THE MISSOURI, KANSAS AND TEXAS RAILROAD AND FLORENCE
 JD1925'STREET, 81 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 JD1925'TRACK, 46 FEET SOUTHWEST OF THE CENTER LINE OF FLORENCE STREET,
 JD1925'30 FEET NORTHWEST OF THE CENTER LINE OF MILL STREET, 25 FEET
 JD1925'SOUTHWEST OF A LIGHT POLE, 1.3 FEET NORTHEAST OF A METAL WITNESS
 JD1925'POST, ABOUT LEVEL WITH MILL STREET, AND ON THE TOP OF A
 JD1925'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET
 JD1925'AND IS ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
 JD1925
 JD1925                          STATION RECOVERY (1963)
 JD1925
 JD1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0861 ***********************************************************************
 JD0861  DESIGNATION -  M 246
 JD0861  PID         -  JD0861
 JD0861  STATE/COUNTY-  MO/BENTON
 JD0861  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD0861
 JD0861                         *CURRENT SURVEY CONTROL
 JD0861  ___________________________________________________________________
 JD0861* NAD 83(1986)-  38 30 15.     (N)    093 22 46.     (W)     SCALED    
 JD0861* NAVD 88     -       281.614  (meters)     923.93   (feet)  ADJUSTED  
 JD0861  ___________________________________________________________________
 JD0861  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JD0861  DYNAMIC HT  -         281.415 (meters)     923.28  (feet)  COMP
 JD0861  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 JD0861
 JD0861  VERT ORDER  -  SECOND    CLASS 0
 JD0861
 JD0861.The horizontal coordinates were scaled from a topographic map and have
 JD0861.an estimated accuracy of +/- 6 seconds.
 JD0861
 JD0861.The orthometric height was determined by differential leveling
 JD0861.and adjusted by the National Geodetic Survey in June 1991..
 JD0861
 JD0861.The geoid height was determined by GEOID03.
 JD0861
 JD0861.The dynamic height is computed by dividing the NAVD 88
 JD0861.geopotential number by the normal gravity value computed on the
 JD0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0861.degrees latitude (g = 980.6199 gals.).
 JD0861
 JD0861.The modeled gravity was interpolated from observed gravity values.
 JD0861
 JD0861;                    North         East    Units  Estimated Accuracy
 JD0861;SPC MO C     -   296,760.      423,290.      MT  (+/- 180 meters Scaled)
 JD0861
 JD0861                          SUPERSEDED SURVEY CONTROL
 JD0861
 JD0861  NGVD 29 (??/??/92)  281.495  (m)          923.54   (f) ADJ UNCH    2 0
 JD0861
 JD0861.Superseded values are not recommended for survey control.
 JD0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0861.See file dsdata.txt to determine how the superseded data were derived.
 JD0861
 JD0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC669618(NAD 83)
 JD0861_MARKER: DB = BENCH MARK DISK
 JD0861_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD0861_SP_SET: 12 FEET
 JD0861_STAMPING: M 246 1963
 JD0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0861
 JD0861  HISTORY     - Date     Condition        Report By
 JD0861  HISTORY     - 1963     MONUMENTED       CGS
 JD0861
 JD0861                          STATION DESCRIPTION
 JD0861
 JD0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0861'3 MI W FROM IONIA.
 JD0861'ABOUT 3.05 WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0861'RAILWAY FROM THE STATION AT IONIA, 59 FEET SOUTHEAST OF THE
 JD0861'CENTER OF A ROAD CROSSING, 14 1/2 POLES WEST OF MILEPOST 208,
 JD0861'47 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTH OF A FENCE,
 JD0861'2.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND ON THE TOP OF A
 JD0861'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 JD0861'12 FEET AND ENCASED IN A 6-INCH TILE THAT PROJECTS 4 INCHES,
 JD0861'ABOUT 8 FEET BELOW THE LEVEL OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0973 ***********************************************************************
 HD0973  DESIGNATION -  M 247
 HD0973  PID         -  HD0973
 HD0973  STATE/COUNTY-  MO/CEDAR
 HD0973  USGS QUAD   -  ROSCOE (1991)
 HD0973
 HD0973                         *CURRENT SURVEY CONTROL
 HD0973  ___________________________________________________________________
 HD0973* NAD 83(1986)-  37 52 46.     (N)    093 50 57.     (W)     SCALED    
 HD0973* NAVD 88     -       245.052  (meters)     803.97   (feet)  ADJUSTED  
 HD0973  ___________________________________________________________________
 HD0973  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HD0973  DYNAMIC HT  -         244.869 (meters)     803.37  (feet)  COMP
 HD0973  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 HD0973
 HD0973  VERT ORDER  -  SECOND    CLASS 0
 HD0973
 HD0973.The horizontal coordinates were scaled from a topographic map and have
 HD0973.an estimated accuracy of +/- 6 seconds.
 HD0973
 HD0973.The orthometric height was determined by differential leveling
 HD0973.and adjusted by the National Geodetic Survey in June 1991..
 HD0973
 HD0973.The geoid height was determined by GEOID03.
 HD0973
 HD0973.The dynamic height is computed by dividing the NAVD 88
 HD0973.geopotential number by the normal gravity value computed on the
 HD0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0973.degrees latitude (g = 980.6199 gals.).
 HD0973
 HD0973.The modeled gravity was interpolated from observed gravity values.
 HD0973
 HD0973;                    North         East    Units  Estimated Accuracy
 HD0973;SPC MO W     -   190,270.      907,260.      MT  (+/- 180 meters Scaled)
 HD0973
 HD0973                          SUPERSEDED SURVEY CONTROL
 HD0973
 HD0973  NGVD 29 (??/??/92)  244.942  (m)          803.61   (f) ADJ UNCH    2 0
 HD0973
 HD0973.Superseded values are not recommended for survey control.
 HD0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0973.See file dsdata.txt to determine how the superseded data were derived.
 HD0973
 HD0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB253927(NAD 83)
 HD0973_MARKER: DB = BENCH MARK DISK
 HD0973_SETTING: 66 = SET IN ROCK OUTCROP
 HD0973_SP_SET: ROCK OUTCROP
 HD0973_STAMPING: M 247 1962
 HD0973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD0973+STABILITY: POSITION/ELEVATION WELL
 HD0973
 HD0973  HISTORY     - Date     Condition        Report By
 HD0973  HISTORY     - 1962     MONUMENTED       CGS
 HD0973  HISTORY     - 1963     GOOD             NGS
 HD0973
 HD0973                          STATION DESCRIPTION
 HD0973
 HD0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0973'2.6 MI NE FROM CEDAR SPRINGS.
 HD0973'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0973'OF STATE ROAD DD AND HIGHWAY 39 WITH U.S. HIGHWAY 54 AT
 HD0973'CEDAR SPRINGS, 150 FEET SOUTH OF AND ACROSS HIGHWAY FROM A
 HD0973'TELEPHONE POLE, 61 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 HD0973'HIGHWAY, 26 FEET EAST OF A LARGE MAPLE TREE IN FENCE LINE, 9 FEET
 HD0973'EAST-SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE
 HD0973'LEVEL OF THE HIGHWAY, AND SET IN A ROCK OUTCROP NEAR CURVE IN
 HD0973'SMALL GRADE AND IN THE TOP AND 2.2 FEET NORTHWEST OF THE SOUTHEAST
 HD0973'POINT OF THE LARGEST ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0152 ***********************************************************************
 HE0152  DESIGNATION -  M 248
 HE0152  PID         -  HE0152
 HE0152  STATE/COUNTY-  MO/CEDAR
 HE0152  USGS QUAD   -  EL DORADO SPRINGS NORTH (1991)
 HE0152
 HE0152                         *CURRENT SURVEY CONTROL
 HE0152  ___________________________________________________________________
 HE0152* NAD 83(1986)-  37 52 35.     (N)    094 01 18.     (W)     SCALED    
 HE0152* NAVD 88     -       258.170  (meters)     847.01   (feet)  ADJUSTED  
 HE0152  ___________________________________________________________________
 HE0152  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HE0152  DYNAMIC HT  -         257.978 (meters)     846.38  (feet)  COMP
 HE0152  MODELED GRAV-     979,880.5   (mgal)                       NAVD 88
 HE0152
 HE0152  VERT ORDER  -  SECOND    CLASS 0
 HE0152
 HE0152.The horizontal coordinates were scaled from a topographic map and have
 HE0152.an estimated accuracy of +/- 6 seconds.
 HE0152
 HE0152.The orthometric height was determined by differential leveling
 HE0152.and adjusted by the National Geodetic Survey in June 1991..
 HE0152
 HE0152.The geoid height was determined by GEOID03.
 HE0152
 HE0152.The dynamic height is computed by dividing the NAVD 88
 HE0152.geopotential number by the normal gravity value computed on the
 HE0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0152.degrees latitude (g = 980.6199 gals.).
 HE0152
 HE0152.The modeled gravity was interpolated from observed gravity values.
 HE0152
 HE0152;                    North         East    Units  Estimated Accuracy
 HE0152;SPC MO W     -   189,840.      892,080.      MT  (+/- 180 meters Scaled)
 HE0152
 HE0152                          SUPERSEDED SURVEY CONTROL
 HE0152
 HE0152  NGVD 29 (??/??/92)  258.073  (m)          846.69   (f) ADJ UNCH    2 0
 HE0152
 HE0152.Superseded values are not recommended for survey control.
 HE0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0152.See file dsdata.txt to determine how the superseded data were derived.
 HE0152
 HE0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB101925(NAD 83)
 HE0152_MARKER: DB = BENCH MARK DISK
 HE0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0152_SP_SET: RETAINING WALL
 HE0152_STAMPING: M 248 1963
 HE0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0152
 HE0152  HISTORY     - Date     Condition        Report By
 HE0152  HISTORY     - 1963     MONUMENTED       CGS
 HE0152
 HE0152                          STATION DESCRIPTION
 HE0152
 HE0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HE0152'0.2 MI N FROM ELDORADO SPRINGS.
 HE0152'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 82 FROM THE POST
 HE0152'OFFICE AT ELDORADO SPRINGS, IN SECTION 21, T 36 N, R 28 W, AT
 HE0152'THE NORTHEAST CORNER OF A CITY PARK, 77 FEET SOUTHWEST OF THE
 HE0152'CENTER OF THE INTERSECTION WITH MAIN STREET AND SPRING STREET,
 HE0152'66 FEET SOUTH OF THE CENTER LINE OF SPIRING STREET, 41 FEET WEST
 HE0152'OF THE CENTER LINE OF MAIN STREET, 23 FEET SOUTH OF THE NORTH
 HE0152'END OF A STONE RETAINING WALL, ABOUT 14 INCHES ABOVE THE
 HE0152'LEVEL OF THE SIDEWALK, AND SET IN THE TOP OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1765 ***********************************************************************
 JD1765  DESIGNATION -  M 249
 JD1765  PID         -  JD1765
 JD1765  STATE/COUNTY-  MO/ST CLAIR
 JD1765  USGS QUAD   -  MONEGAW SPRINGS (1991)
 JD1765
 JD1765                         *CURRENT SURVEY CONTROL
 JD1765  ___________________________________________________________________
 JD1765* NAD 83(1986)-  38 06 27.     (N)    093 49 58.     (W)     SCALED    
 JD1765* NAVD 88     -       247.845  (meters)     813.14   (feet)  ADJUSTED  
 JD1765  ___________________________________________________________________
 JD1765  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JD1765  DYNAMIC HT  -         247.665 (meters)     812.55  (feet)  COMP
 JD1765  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 JD1765
 JD1765  VERT ORDER  -  SECOND    CLASS 0
 JD1765
 JD1765.The horizontal coordinates were scaled from a topographic map and have
 JD1765.an estimated accuracy of +/- 6 seconds.
 JD1765
 JD1765.The orthometric height was determined by differential leveling
 JD1765.and adjusted by the National Geodetic Survey in June 1991..
 JD1765
 JD1765.The geoid height was determined by GEOID03.
 JD1765
 JD1765.The dynamic height is computed by dividing the NAVD 88
 JD1765.geopotential number by the normal gravity value computed on the
 JD1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1765.degrees latitude (g = 980.6199 gals.).
 JD1765
 JD1765.The modeled gravity was interpolated from observed gravity values.
 JD1765
 JD1765;                    North         East    Units  Estimated Accuracy
 JD1765;SPC MO W     -   215,590.      908,520.      MT  (+/- 180 meters Scaled)
 JD1765
 JD1765                          SUPERSEDED SURVEY CONTROL
 JD1765
 JD1765  NGVD 29 (??/??/92)  247.731  (m)          812.76   (f) ADJ UNCH    2 0
 JD1765
 JD1765.Superseded values are not recommended for survey control.
 JD1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1765.See file dsdata.txt to determine how the superseded data were derived.
 JD1765
 JD1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC269180(NAD 83)
 JD1765_MARKER: DB = BENCH MARK DISK
 JD1765_SETTING: 66 = SET IN ROCK OUTCROP
 JD1765_SP_SET: ROCK OUTCROP
 JD1765_STAMPING: M 249 1963
 JD1765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1765+STABILITY: POSITION/ELEVATION WELL
 JD1765
 JD1765  HISTORY     - Date     Condition        Report By
 JD1765  HISTORY     - 1963     MONUMENTED       CGS
 JD1765  HISTORY     - 19880219 MARK NOT FOUND   USPSQD
 JD1765
 JD1765                          STATION DESCRIPTION
 JD1765
 JD1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1765'8.4 MI SW FROM LOWRY CITY.
 JD1765'ABOUT 0.15 MILE WEST ALONG AN ASPHALT STREET FROM THE ST.
 JD1765'LOUIS-SAN FRANCISCO RAILWAY STATION AT LOWRY CITY, THENCE 4.2
 JD1765'MILES SOUTHWEST ALONG-STATE ROAD D, THENCE 2.7 MILES WEST ALONG A
 JD1765'GRAVELED ROAD, THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 JD1765'0.6 MILE WEST-NORTHWEST ALONG A GRAVELED ROAD, OR 0.8 MILE NORTH
 JD1765'ALONG STATE ROAD M FROM THE C.L. PIEPMEIER STORE AT JOHNSON
 JD1765'CITY, THENCE 0.95 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3
 JD1765'MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A
 JD1765'GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG A GRAVELED ROAD,
 JD1765'THENCE 1.0 MILE EAST ALONG AN UNGRADED DIRT ROAD, THENCE 0.5 MILE
 JD1765'EAST ALONG A POWER LINE ALONG THE NORTH SIDE OF A FIELD TO A
 JD1765'DIRT ROAD, THENCE 0.55 MILE EAST ALONG A DIRT ROAD, THENCE 1.0
 JD1765'MILE EAST ALONG A WOODS ROAD, THENCE 1.3 MILE SOUTH ALONG A
 JD1765'GRAVELED ROAD, IN SECTION 31, T 39 N, R 26 W, 0.25 MILE WEST OF
 JD1765'THE KIDDS CHAPEL AND CEMETERY, 0.15 MILE SOUTHEAST OF A SMALL
 JD1765'WOODEN BRIDGE OVER SPILL CREEK, 0.1 MILE NORTHWEST OF A DRIVEWAY
 JD1765'TO A FARMHOUSE, 77 FEET EAST OF AND UP HILL FROM A LONE CEDAR TREE,
 JD1765'32 FEET NORTHEAST OF A 25-INCH ELM TREE, 29 FEET SOUTHWEST OF THE
 JD1765'CENTER LINE OF THE ROAD, 1 FOOT SOUTHWEST OF A FENCE, ABOUT 2
 JD1765'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROCK
 JD1765'OUTCROP PROJECTING 4 INCHES.
 JD1765
 JD1765                          STATION RECOVERY (1988)
 JD1765
 JD1765'RECOVERY NOTE BY US POWER SQUADRON 1988 (LAB)
 JD1765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0960 ***********************************************************************
 GD0960  DESIGNATION -  M 25
 GD0960  PID         -  GD0960
 GD0960  STATE/COUNTY-  MO/SCOTT
 GD0960  USGS QUAD   -  MOREHOUSE (1963)
 GD0960
 GD0960                         *CURRENT SURVEY CONTROL
 GD0960  ___________________________________________________________________
 GD0960* NAD 83(1986)-  36 51 28.     (N)    089 39 02.     (W)     SCALED    
 GD0960* NAVD 88     -        91.480  (meters)     300.13   (feet)  ADJUSTED  
 GD0960  ___________________________________________________________________
 GD0960  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GD0960  DYNAMIC HT  -          91.411 (meters)     299.90  (feet)  COMP
 GD0960  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 GD0960
 GD0960  VERT ORDER  -  SECOND    CLASS 0
 GD0960
 GD0960.The horizontal coordinates were scaled from a topographic map and have
 GD0960.an estimated accuracy of +/- 6 seconds.
 GD0960
 GD0960.The orthometric height was determined by differential leveling
 GD0960.and adjusted by the National Geodetic Survey in June 1991..
 GD0960
 GD0960.The geoid height was determined by GEOID03.
 GD0960
 GD0960.The dynamic height is computed by dividing the NAVD 88
 GD0960.geopotential number by the normal gravity value computed on the
 GD0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0960.degrees latitude (g = 980.6199 gals.).
 GD0960
 GD0960.The modeled gravity was interpolated from observed gravity values.
 GD0960
 GD0960;                    North         East    Units  Estimated Accuracy
 GD0960;SPC MO E     -   114,010.      325,750.      MT  (+/- 180 meters Scaled)
 GD0960
 GD0960                          SUPERSEDED SURVEY CONTROL
 GD0960
 GD0960  NGVD 29 (??/??/??)   91.430  (m)          299.97   (f) ADJUSTED    2 0
 GD0960
 GD0960.Superseded values are not recommended for survey control.
 GD0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0960.See file dsdata.txt to determine how the superseded data were derived.
 GD0960
 GD0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF637823(NAD 83)
 GD0960_MARKER: DB = BENCH MARK DISK
 GD0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0960_STAMPING: M 25 1933
 GD0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0960+STABILITY: SURFACE MOTION
 GD0960
 GD0960  HISTORY     - Date     Condition        Report By
 GD0960  HISTORY     - 1933     MONUMENTED       CGS
 GD0960  HISTORY     - 1962     MARK NOT FOUND   CGS
 GD0960
 GD0960                          STATION DESCRIPTION
 GD0960
 GD0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GD0960'3.2 MI W FROM SIKESTON.
 GD0960'IN NEW MADRID COUNTY, 3.2 MILES WEST ALONG THE MISSOURI PACIFIC
 GD0960'RAILROAD FROM SIKESTON, SCOTT COUNTY, 0.6 MILE WEST OF THE
 GD0960'SCOTT-NEW MADRID COUNTY LINE, 10 FEET SOUTHEAST OF POLE 207-25,
 GD0960'130.4 FEET NORTH OF U.S. HIGHWAY 60, 102 FEET SOUTHEAST OF A
 GD0960'24-INCH SYCAMORE TREE, 94.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GD0960'OF A FARMHOUSE RENTED BY J.B. COOK AND OWNED BY THE NORTHWESTERN
 GD0960'INSURANCE COMPANY, 30.4 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 GD0960'AND 22.3 FEET EAST OF THE CENTERLINE OF A PRIVATE-ROAD CROSSING
 GD0960'TO THE FARMHOUSE.  A STANDARD DISK, STAMPD M 25 1933 AND SET IN THE
 GD0960'TOP OF A CONCRETE POST.  NOTE-- MARK WAS PROBED FOR AND DISTANCE
 GD0960'TAPED, RIGHT OF WAY IS IN CULTIVATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0591 ***********************************************************************
 JE0591  DESIGNATION -  M 250
 JE0591  PID         -  JE0591
 JE0591  STATE/COUNTY-  MO/BATES
 JE0591  USGS QUAD   -  JOHNSTOWN (1981)
 JE0591
 JE0591                         *CURRENT SURVEY CONTROL
 JE0591  ___________________________________________________________________
 JE0591* NAD 83(1986)-  38 15 57.     (N)    094 07 11.     (W)     SCALED    
 JE0591* NAVD 88     -       246.833  (meters)     809.82   (feet)  ADJUSTED  
 JE0591  ___________________________________________________________________
 JE0591  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JE0591  DYNAMIC HT  -         246.655 (meters)     809.23  (feet)  COMP
 JE0591  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 JE0591
 JE0591  VERT ORDER  -  SECOND    CLASS 0
 JE0591
 JE0591.The horizontal coordinates were scaled from a topographic map and have
 JE0591.an estimated accuracy of +/- 6 seconds.
 JE0591
 JE0591.The orthometric height was determined by differential leveling
 JE0591.and adjusted by the National Geodetic Survey in June 1991..
 JE0591
 JE0591.The geoid height was determined by GEOID03.
 JE0591
 JE0591.The dynamic height is computed by dividing the NAVD 88
 JE0591.geopotential number by the normal gravity value computed on the
 JE0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0591.degrees latitude (g = 980.6199 gals.).
 JE0591
 JE0591.The modeled gravity was interpolated from observed gravity values.
 JE0591
 JE0591;                    North         East    Units  Estimated Accuracy
 JE0591;SPC MO W     -   233,020.      883,280.      MT  (+/- 180 meters Scaled)
 JE0591
 JE0591                          SUPERSEDED SURVEY CONTROL
 JE0591
 JE0591  NGVD 29 (??/??/92)  246.724  (m)          809.46   (f) ADJ UNCH    2 0
 JE0591
 JE0591.Superseded values are not recommended for survey control.
 JE0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0591.See file dsdata.txt to determine how the superseded data were derived.
 JE0591
 JE0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC020359(NAD 83)
 JE0591_MARKER: DB = BENCH MARK DISK
 JE0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0591_SP_SET: 16 FEET
 JE0591_STAMPING: M 250 1963
 JE0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0591
 JE0591  HISTORY     - Date     Condition        Report By
 JE0591  HISTORY     - 1963     MONUMENTED       CGS
 JE0591
 JE0591                          STATION DESCRIPTION
 JE0591
 JE0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0591'0.8 MI E FROM SPRUCE.
 JE0591'ABOUT 0.8 MILE EAST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0591'CHURCH AT SPRUCE, IN SECTION 15, T 40 N, R 29 W, 206 1/2 FEET
 JE0591'WEST OF THE NORTHWEST CORNER OF A NARROW CONCRETE BRIDGE, 52
 JE0591'FEET NORTH OF THE CENTER LINE OF A SHARP CURVE IN THE ROAD, 13 1/2
 JE0591'FEET EAST-NORTHEAST OF A 12-INCH FORKED OAK TREE, 1 FOOT SOUTH
 JE0591'OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 4
 JE0591'FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 JE0591'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 16 FEET AND
 JE0591'ENCASED IN A 6-INCH TILE PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0653 ***********************************************************************
 JE0653  DESIGNATION -  M 251
 JE0653  PID         -  JE0653
 JE0653  STATE/COUNTY-  MO/BATES
 JE0653  USGS QUAD   -  PLEASANT GAP (1961)
 JE0653
 JE0653                         *CURRENT SURVEY CONTROL
 JE0653  ___________________________________________________________________
 JE0653* NAD 83(1986)-  38 13 59.     (N)    094 14 25.     (W)     SCALED    
 JE0653* NAVD 88     -       262.342  (meters)     860.70   (feet)  ADJUSTED  
 JE0653  ___________________________________________________________________
 JE0653  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0653  DYNAMIC HT  -         262.151 (meters)     860.07  (feet)  COMP
 JE0653  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 JE0653
 JE0653  VERT ORDER  -  SECOND    CLASS 0
 JE0653
 JE0653.The horizontal coordinates were scaled from a topographic map and have
 JE0653.an estimated accuracy of +/- 6 seconds.
 JE0653
 JE0653.The orthometric height was determined by differential leveling
 JE0653.and adjusted by the National Geodetic Survey in June 1991..
 JE0653
 JE0653.The geoid height was determined by GEOID03.
 JE0653
 JE0653.The dynamic height is computed by dividing the NAVD 88
 JE0653.geopotential number by the normal gravity value computed on the
 JE0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0653.degrees latitude (g = 980.6199 gals.).
 JE0653
 JE0653.The modeled gravity was interpolated from observed gravity values.
 JE0653
 JE0653;                    North         East    Units  Estimated Accuracy
 JE0653;SPC MO W     -   229,350.      872,740.      MT  (+/- 180 meters Scaled)
 JE0653
 JE0653                          SUPERSEDED SURVEY CONTROL
 JE0653
 JE0653  NGVD 29 (??/??/92)  262.223  (m)          860.31   (f) ADJ UNCH    2 0
 JE0653
 JE0653.Superseded values are not recommended for survey control.
 JE0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0653.See file dsdata.txt to determine how the superseded data were derived.
 JE0653
 JE0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC914324(NAD 83)
 JE0653_MARKER: DB = BENCH MARK DISK
 JE0653_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0653+WITH SETTING: INTO GROUND
 JE0653_STAMPING: M 251 1963
 JE0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0653+STABILITY: SURFACE MOTION
 JE0653
 JE0653  HISTORY     - Date     Condition        Report By
 JE0653  HISTORY     - 1963     MONUMENTED       CGS
 JE0653  HISTORY     - 20060819 POOR             INDIV
 JE0653
 JE0653                          STATION DESCRIPTION
 JE0653
 JE0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0653'8.3 MI E FROM BUTLER.
 JE0653'ABOUT 0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM
 JE0653'THE STATION AT BUTLER, THENCE 5.95 MILES EAST ALONG STATE
 JE0653'ROAD H, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, ABOUT
 JE0653'400 FEET NORTH OF A BRIDGE, 55 FEET NORTH OF THE CENTER LINE
 JE0653'OF A WOODS ROAD, 28 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JE0653'8 1/2 FEET WEST OF A CORNER FENCE POST, 2 FEET SOUTH OF A FENCE,
 JE0653'1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JE0653'THE ROAD, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 13
 JE0653'INCHES.
 JE0653
 JE0653                          STATION RECOVERY (2006)
 JE0653
 JE0653'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0653'THE CORNER FENCE POST HAS BEEN REMOVED.  THE FENCE 2 FEET TO THE NORTH
 JE0653'HAS BEEN REMOVED.  A FENCE IS ABOUT 4 FEET TO THE EAST OF THE MARKER.
 JE0653' 
 JE0653' 
 JE0653'THE 3-INCH IRON PIPE NOW PROJECTS 2.5 FEET AND IS TILTED ABOUT 15
 JE0653'DEGREES TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0350 ***********************************************************************
 JE0350  DESIGNATION -  M 252
 JE0350  PID         -  JE0350
 JE0350  STATE/COUNTY-  MO/BATES
 JE0350  USGS QUAD   -  ADRIAN (1981)
 JE0350
 JE0350                         *CURRENT SURVEY CONTROL
 JE0350  ___________________________________________________________________
 JE0350* NAD 83(1986)-  38 26 38.     (N)    094 19 40.     (W)     SCALED    
 JE0350* NAVD 88     -       245.540  (meters)     805.58   (feet)  ADJUSTED  
 JE0350  ___________________________________________________________________
 JE0350  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0350  DYNAMIC HT  -         245.368 (meters)     805.01  (feet)  COMP
 JE0350  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 JE0350
 JE0350  VERT ORDER  -  FIRST     CLASS II
 JE0350
 JE0350.The horizontal coordinates were scaled from a topographic map and have
 JE0350.an estimated accuracy of +/- 6 seconds.
 JE0350
 JE0350.The orthometric height was determined by differential leveling
 JE0350.and adjusted by the National Geodetic Survey in June 1991..
 JE0350
 JE0350.The geoid height was determined by GEOID03.
 JE0350
 JE0350.The dynamic height is computed by dividing the NAVD 88
 JE0350.geopotential number by the normal gravity value computed on the
 JE0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0350.degrees latitude (g = 980.6199 gals.).
 JE0350
 JE0350.The modeled gravity was interpolated from observed gravity values.
 JE0350
 JE0350;                    North         East    Units  Estimated Accuracy
 JE0350;SPC MO W     -   252,730.      865,030.      MT  (+/- 180 meters Scaled)
 JE0350
 JE0350                          SUPERSEDED SURVEY CONTROL
 JE0350
 JE0350  NGVD 29 (??/??/92)  245.419  (m)          805.18   (f) ADJ UNCH    1 2
 JE0350
 JE0350.Superseded values are not recommended for survey control.
 JE0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0350.See file dsdata.txt to determine how the superseded data were derived.
 JE0350
 JE0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC841559(NAD 83)
 JE0350_MARKER: DB = BENCH MARK DISK
 JE0350_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0350_SP_SET: 12.5 FT
 JE0350_STAMPING: M 252 1963
 JE0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0350
 JE0350  HISTORY     - Date     Condition        Report By
 JE0350  HISTORY     - 1963     MONUMENTED       CGS
 JE0350
 JE0350                          STATION DESCRIPTION
 JE0350
 JE0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0350'3.8 MI NE FROM ADRIAN.
 JE0350'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 JE0350'FROM THE STATION AT ADRIAN, THENCE 0.6 MILE EAST ALONG STATE
 JE0350'ROAD AA, THENCE 1.05 MILE NORTH ALONG U.S. HIGHWAY 71, THENCE
 JE0350'0.85 MILE EAST ALONG A GRAVELED ROAD, 78 YARDS EAST OF THE
 JE0350'CENTER OF A WOODED RAVINE, IN LINE WITH A ROW OF POWER POLES,
 JE0350'42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7 FEET WEST
 JE0350'OF A POWER POLE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST
 JE0350'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF
 JE0350'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 1/2
 JE0350'FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0810 ***********************************************************************
 JE0810  DESIGNATION -  M 253
 JE0810  PID         -  JE0810
 JE0810  STATE/COUNTY-  MO/BATES
 JE0810  USGS QUAD   -  DREXEL (1973)
 JE0810
 JE0810                         *CURRENT SURVEY CONTROL
 JE0810  ___________________________________________________________________
 JE0810* NAD 83(1986)-  38 23 50.     (N)    094 31 19.     (W)     SCALED    
 JE0810* NAVD 88     -       271.392  (meters)     890.39   (feet)  ADJUSTED  
 JE0810  ___________________________________________________________________
 JE0810  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE0810  DYNAMIC HT  -         271.201 (meters)     889.77  (feet)  COMP
 JE0810  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 JE0810
 JE0810  VERT ORDER  -  SECOND    CLASS 0
 JE0810
 JE0810.The horizontal coordinates were scaled from a topographic map and have
 JE0810.an estimated accuracy of +/- 6 seconds.
 JE0810
 JE0810.The orthometric height was determined by differential leveling
 JE0810.and adjusted by the National Geodetic Survey in June 1991..
 JE0810
 JE0810.The geoid height was determined by GEOID03.
 JE0810
 JE0810.The dynamic height is computed by dividing the NAVD 88
 JE0810.geopotential number by the normal gravity value computed on the
 JE0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0810.degrees latitude (g = 980.6199 gals.).
 JE0810
 JE0810.The modeled gravity was interpolated from observed gravity values.
 JE0810
 JE0810;                    North         East    Units  Estimated Accuracy
 JE0810;SPC MO W     -   247,540.      848,080.      MT  (+/- 180 meters Scaled)
 JE0810
 JE0810                          SUPERSEDED SURVEY CONTROL
 JE0810
 JE0810  NGVD 29 (??/??/92)  271.271  (m)          889.99   (f) ADJ UNCH    2 0
 JE0810
 JE0810.Superseded values are not recommended for survey control.
 JE0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0810.See file dsdata.txt to determine how the superseded data were derived.
 JE0810
 JE0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC670509(NAD 83)
 JE0810_MARKER: DB = BENCH MARK DISK
 JE0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0810_SP_SET: CULVERT
 JE0810_STAMPING: M 253 1963
 JE0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0810
 JE0810  HISTORY     - Date     Condition        Report By
 JE0810  HISTORY     - 1963     MONUMENTED       CGS
 JE0810
 JE0810                          STATION DESCRIPTION
 JE0810
 JE0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0810'9.3 MI W FROM ADRIAN.
 JE0810'ABOUT 9.3 MILES WEST ALONG STATE HIGHWAY 18 FROM THE MISSOURI
 JE0810'PACIFIC RAILROAD STATION AT ADRIAN, 0.35 MILE EAST OF A ROAD
 JE0810'INTERSECTION, 14 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JE0810'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF THE WEST
 JE0810'END OF THE NORTH CONCRETE HEADWALL OF A LARGE DOUBLE CHANNEL
 JE0810'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0794 ***********************************************************************
 JE0794  DESIGNATION -  M 254
 JE0794  PID         -  JE0794
 JE0794  STATE/COUNTY-  MO/BATES
 JE0794  USGS QUAD   -  AMORET (1973)
 JE0794
 JE0794                         *CURRENT SURVEY CONTROL
 JE0794  ___________________________________________________________________
 JE0794* NAD 83(1986)-  38 17 30.     (N)    094 31 54.     (W)     SCALED    
 JE0794* NAVD 88     -       256.021  (meters)     839.96   (feet)  ADJUSTED  
 JE0794  ___________________________________________________________________
 JE0794  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE0794  DYNAMIC HT  -         255.838 (meters)     839.36  (feet)  COMP
 JE0794  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 JE0794
 JE0794  VERT ORDER  -  SECOND    CLASS 0
 JE0794
 JE0794.The horizontal coordinates were scaled from a topographic map and have
 JE0794.an estimated accuracy of +/- 6 seconds.
 JE0794
 JE0794.The orthometric height was determined by differential leveling
 JE0794.and adjusted by the National Geodetic Survey in June 1991..
 JE0794
 JE0794.The geoid height was determined by GEOID03.
 JE0794
 JE0794.The dynamic height is computed by dividing the NAVD 88
 JE0794.geopotential number by the normal gravity value computed on the
 JE0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0794.degrees latitude (g = 980.6199 gals.).
 JE0794
 JE0794.The modeled gravity was interpolated from observed gravity values.
 JE0794
 JE0794;                    North         East    Units  Estimated Accuracy
 JE0794;SPC MO W     -   235,820.      847,230.      MT  (+/- 180 meters Scaled)
 JE0794
 JE0794                          SUPERSEDED SURVEY CONTROL
 JE0794
 JE0794  NGVD 29 (??/??/92)  255.894  (m)          839.55   (f) ADJ UNCH    2 0
 JE0794
 JE0794.Superseded values are not recommended for survey control.
 JE0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0794.See file dsdata.txt to determine how the superseded data were derived.
 JE0794
 JE0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC660392(NAD 83)
 JE0794_MARKER: DB = BENCH MARK DISK
 JE0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0794_SP_SET: CULVERT
 JE0794_STAMPING: M 254 1963
 JE0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0794+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 JE0794
 JE0794  HISTORY     - Date     Condition        Report By
 JE0794  HISTORY     - 1963     MONUMENTED       CGS
 JE0794  HISTORY     - 20050729 GOOD             INDIV
 JE0794
 JE0794                          STATION DESCRIPTION
 JE0794
 JE0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0794'3.8 MI NW FROM VIRGINIA.
 JE0794'2.15 MILES WEST ALONG STATE HIGHWAY 52 FROM THE METHODIST
 JE0794'CHURCH AT VIRGINIA, THENCE 1.7 MILES NORTH ALONG STATE ROAD J,
 JE0794'15 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH
 JE0794'THE ROAD, AND SET IN THE TOP OF THE CENTER OF THE WEST CONCRETE
 JE0794'HEADWALL OF A BOX CULVERT.
 JE0794
 JE0794                          STATION RECOVERY (2005)
 JE0794
 JE0794'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1665 ***********************************************************************
 JD1665  DESIGNATION -  M 255
 JD1665  PID         -  JD1665
 JD1665  STATE/COUNTY-  MO/HENRY
 JD1665  USGS QUAD   -  HARTWELL (1981)
 JD1665
 JD1665                         *CURRENT SURVEY CONTROL
 JD1665  ___________________________________________________________________
 JD1665* NAD 83(1986)-  38 25 41.     (N)    093 54 04.     (W)     SCALED    
 JD1665* NAVD 88     -       225.192  (meters)     738.82   (feet)  ADJUSTED  
 JD1665  ___________________________________________________________________
 JD1665  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JD1665  DYNAMIC HT  -         225.037 (meters)     738.31  (feet)  COMP
 JD1665  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 JD1665
 JD1665  VERT ORDER  -  SECOND    CLASS 0
 JD1665
 JD1665.The horizontal coordinates were scaled from a topographic map and have
 JD1665.an estimated accuracy of +/- 6 seconds.
 JD1665
 JD1665.The orthometric height was determined by differential leveling
 JD1665.and adjusted by the National Geodetic Survey in June 1991..
 JD1665
 JD1665.The geoid height was determined by GEOID03.
 JD1665
 JD1665.The dynamic height is computed by dividing the NAVD 88
 JD1665.geopotential number by the normal gravity value computed on the
 JD1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1665.degrees latitude (g = 980.6199 gals.).
 JD1665
 JD1665.The modeled gravity was interpolated from observed gravity values.
 JD1665
 JD1665;                    North         East    Units  Estimated Accuracy
 JD1665;SPC MO W     -   251,130.      902,290.      MT  (+/- 180 meters Scaled)
 JD1665
 JD1665                          SUPERSEDED SURVEY CONTROL
 JD1665
 JD1665  NGVD 29 (??/??/92)  225.073  (m)          738.43   (f) ADJ UNCH    2 0
 JD1665
 JD1665.Superseded values are not recommended for survey control.
 JD1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1665.See file dsdata.txt to determine how the superseded data were derived.
 JD1665
 JD1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC213536(NAD 83)
 JD1665_MARKER: DB = BENCH MARK DISK
 JD1665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1665_SP_SET: BRIDGE ABUTMENT
 JD1665_STAMPING: M 255 1963
 JD1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1665
 JD1665  HISTORY     - Date     Condition        Report By
 JD1665  HISTORY     - 1963     MONUMENTED       CGS
 JD1665  HISTORY     - 1963     GOOD             NGS
 JD1665
 JD1665                          STATION DESCRIPTION
 JD1665
 JD1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1665'6.4 MI SE FROM URICH.
 JD1665'ABOUT 6.4 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE STATE
 JD1665'HIGHWAY DEPARTMENT MAINTENANCE BUILDING AT URICH, AT THE WEST
 JD1665'END OF A BRIDGE WHICH IS OVER THE BIG CREEK, 13 FEET NORTHOF
 JD1665'THE CENTER LINE OF THE HIGHWAY AND SET IN THE TOP OF THE NORTH
 JD1665'END OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE ABOUT LEVEL WITH
 JD1665'THE HIGHWAY.
 JD1665
 JD1665                          STATION RECOVERY (1963)
 JD1665
 JD1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0857 ***********************************************************************
 JD0857  DESIGNATION -  M 256
 JD0857  PID         -  JD0857
 JD0857  STATE/COUNTY-  MO/BENTON
 JD0857  USGS QUAD   -  IONIA (1973)
 JD0857
 JD0857                         *CURRENT SURVEY CONTROL
 JD0857  ___________________________________________________________________
 JD0857* NAD 83(1986)-  38 30 02.     (N)    093 19 26.     (W)     SCALED    
 JD0857* NAVD 88     -       288.804  (meters)     947.52   (feet)  ADJUSTED  
 JD0857  ___________________________________________________________________
 JD0857  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JD0857  DYNAMIC HT  -         288.599 (meters)     946.85  (feet)  COMP
 JD0857  MODELED GRAV-     979,911.8   (mgal)                       NAVD 88
 JD0857
 JD0857  VERT ORDER  -  SECOND    CLASS 0
 JD0857
 JD0857.The horizontal coordinates were scaled from a topographic map and have
 JD0857.an estimated accuracy of +/- 6 seconds.
 JD0857
 JD0857.The orthometric height was determined by differential leveling
 JD0857.and adjusted by the National Geodetic Survey in June 1991..
 JD0857
 JD0857.The geoid height was determined by GEOID03.
 JD0857
 JD0857.The dynamic height is computed by dividing the NAVD 88
 JD0857.geopotential number by the normal gravity value computed on the
 JD0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0857.degrees latitude (g = 980.6199 gals.).
 JD0857
 JD0857.The modeled gravity was interpolated from observed gravity values.
 JD0857
 JD0857;                    North         East    Units  Estimated Accuracy
 JD0857;SPC MO C     -   296,310.      428,140.      MT  (+/- 180 meters Scaled)
 JD0857
 JD0857                          SUPERSEDED SURVEY CONTROL
 JD0857
 JD0857  NGVD 29 (??/??/92)  288.684  (m)          947.12   (f) ADJ UNCH    2 0
 JD0857
 JD0857.Superseded values are not recommended for survey control.
 JD0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0857.See file dsdata.txt to determine how the superseded data were derived.
 JD0857
 JD0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC717614(NAD 83)
 JD0857_MARKER: DB = BENCH MARK DISK
 JD0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0857_STAMPING: M 256 1963
 JD0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0857+STABILITY: SURFACE MOTION
 JD0857
 JD0857  HISTORY     - Date     Condition        Report By
 JD0857  HISTORY     - 1963     MONUMENTED       CGS
 JD0857
 JD0857                          STATION DESCRIPTION
 JD0857
 JD0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0857'AT IONIA.
 JD0857'AT IONIA, 162 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JD0857'CHICAGO ROCK ISLAND AND PACIFIC RAILWAY STATION, 87 FEET SOUTHWEST
 JD0857'OF THE CENTER LINE OF A GRAVELED STREET CROSSING, 42 FEET WEST
 JD0857'OF THE CENTER LINE OF A STREET CROSSING, 80 FEET SOUTH OF THE
 JD0857'SOUTH RAIL OF THE MAIN TRACK, ABOUT 2 1/2 FEET ABOVE THE RAILS,
 JD0857'1.5 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF
 JD0857'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0262 ***********************************************************************
 JD0262  DESIGNATION -  M 257
 JD0262  PID         -  JD0262
 JD0262  STATE/COUNTY-  MO/MORGAN
 JD0262  USGS QUAD   -  VERSAILLES (1982)
 JD0262
 JD0262                         *CURRENT SURVEY CONTROL
 JD0262  ___________________________________________________________________
 JD0262* NAD 83(1986)-  38 26 04.     (N)    092 46 54.     (W)     SCALED    
 JD0262* NAVD 88     -       315.003  (meters)    1033.47   (feet)  ADJUSTED  
 JD0262  ___________________________________________________________________
 JD0262  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD0262  DYNAMIC HT  -         314.780 (meters)    1032.74  (feet)  COMP
 JD0262  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 JD0262
 JD0262  VERT ORDER  -  SECOND    CLASS 0
 JD0262
 JD0262.The horizontal coordinates were scaled from a topographic map and have
 JD0262.an estimated accuracy of +/- 6 seconds.
 JD0262
 JD0262.The orthometric height was determined by differential leveling
 JD0262.and adjusted by the National Geodetic Survey in June 1991..
 JD0262
 JD0262.The geoid height was determined by GEOID03.
 JD0262
 JD0262.The dynamic height is computed by dividing the NAVD 88
 JD0262.geopotential number by the normal gravity value computed on the
 JD0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0262.degrees latitude (g = 980.6199 gals.).
 JD0262
 JD0262.The modeled gravity was interpolated from observed gravity values.
 JD0262
 JD0262;                    North         East    Units  Estimated Accuracy
 JD0262;SPC MO C     -   288,690.      475,410.      MT  (+/- 180 meters Scaled)
 JD0262
 JD0262                          SUPERSEDED SURVEY CONTROL
 JD0262
 JD0262  NGVD 29 (??/??/92)  314.894  (m)         1033.11   (f) ADJ UNCH    2 0
 JD0262
 JD0262.Superseded values are not recommended for survey control.
 JD0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0262.See file dsdata.txt to determine how the superseded data were derived.
 JD0262
 JD0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC190540(NAD 83)
 JD0262_MARKER: DB = BENCH MARK DISK
 JD0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0262_STAMPING: M 257 1963
 JD0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0262+STABILITY: SURFACE MOTION
 JD0262
 JD0262  HISTORY     - Date     Condition        Report By
 JD0262  HISTORY     - 1963     MONUMENTED       CGS
 JD0262
 JD0262                          STATION DESCRIPTION
 JD0262
 JD0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0262'3.7 MI E FROM VERSAILLES.
 JD0262'ABOUT 3.7 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD0262'RAILROAD FROM THE STATION AT VERSAILLES, IN SECTION 34, T 43 N,
 JD0262'R 17 W, 128 FEET NORTHEAST OF AND ACROSS STATE HIGHWAY 52 FROM
 JD0262'THE NORTHEAST RAIL OF THE TRACK, 50 FEET NORTHEAST OF THE CENTER
 JD0262'LINE OF STATE HIGHWAY 52 59 FEET NORTHWEST OF THE CENTER LINE
 JD0262'OF A GRAVELED ROAD LEADING EAST, 1.0 FOOT SOUTHWEST OF A FENCE,
 JD0262'2.0 FEET SOUTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE
 JD0262'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JD0262'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1095 ***********************************************************************
 JD1095  DESIGNATION -  M 258
 JD1095  PID         -  JD1095
 JD1095  STATE/COUNTY-  MO/PETTIS
 JD1095  USGS QUAD   -  GREEN RIDGE NORTH (1973)
 JD1095
 JD1095                         *CURRENT SURVEY CONTROL
 JD1095  ___________________________________________________________________
 JD1095* NAD 83(1986)-  38 37 49.     (N)    093 22 38.     (W)     SCALED    
 JD1095* NAVD 88     -       260.531  (meters)     854.76   (feet)  ADJUSTED  
 JD1095  ___________________________________________________________________
 JD1095  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1095  DYNAMIC HT  -         260.349 (meters)     854.16  (feet)  COMP
 JD1095  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 JD1095
 JD1095  VERT ORDER  -  SECOND    CLASS 0
 JD1095
 JD1095.The horizontal coordinates were scaled from a topographic map and have
 JD1095.an estimated accuracy of +/- 6 seconds.
 JD1095
 JD1095.The orthometric height was determined by differential leveling
 JD1095.and adjusted by the National Geodetic Survey in June 1991..
 JD1095
 JD1095.The geoid height was determined by GEOID03.
 JD1095
 JD1095.The dynamic height is computed by dividing the NAVD 88
 JD1095.geopotential number by the normal gravity value computed on the
 JD1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1095.degrees latitude (g = 980.6199 gals.).
 JD1095
 JD1095.The modeled gravity was interpolated from observed gravity values.
 JD1095
 JD1095;                    North         East    Units  Estimated Accuracy
 JD1095;SPC MO C     -   310,760.      423,620.      MT  (+/- 180 meters Scaled)
 JD1095
 JD1095                          SUPERSEDED SURVEY CONTROL
 JD1095
 JD1095  NGVD 29 (??/??/92)  260.421  (m)          854.40   (f) ADJ UNCH    2 0
 JD1095
 JD1095.Superseded values are not recommended for survey control.
 JD1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1095.See file dsdata.txt to determine how the superseded data were derived.
 JD1095
 JD1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC671758(NAD 83)
 JD1095_MARKER: DB = BENCH MARK DISK
 JD1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1095_SP_SET: CULVERT
 JD1095_STAMPING: M 258 1963
 JD1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1095
 JD1095  HISTORY     - Date     Condition        Report By
 JD1095  HISTORY     - 1963     MONUMENTED       CGS
 JD1095
 JD1095                          STATION DESCRIPTION
 JD1095
 JD1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1095'2.1 MI NE FROM GREEN RIDGE.
 JD1095'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE POST OFFICE
 JD1095'AT GREEN RIDGE, THENCE 1.5 MILES NORTHEAST ALONG THE
 JD1095'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 0.5 MILE EAST ALONG STATE
 JD1095'ROAD B, IN SECTION 5, T 44 N R 22 W, 13 FEET SOUTH OF THE CENTER
 JD1095'LINE OF THE HIGHWAY, ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE
 JD1095'ROAD, AND SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL
 JD1095'OF A CONCRETE CULVERT OVER BASIN FORK CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1016 ***********************************************************************
 JD1016  DESIGNATION -  M 259
 JD1016  PID         -  JD1016
 JD1016  STATE/COUNTY-  MO/PETTIS
 JD1016  USGS QUAD   -  SEDALIA WEST (1973)
 JD1016
 JD1016                         *CURRENT SURVEY CONTROL
 JD1016  ___________________________________________________________________
 JD1016* NAD 83(1986)-  38 38 09.     (N)    093 16 02.     (W)     SCALED    
 JD1016* NAVD 88     -       276.072  (meters)     905.75   (feet)  ADJUSTED  
 JD1016  ___________________________________________________________________
 JD1016  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1016  DYNAMIC HT  -         275.881 (meters)     905.12  (feet)  COMP
 JD1016  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 JD1016
 JD1016  VERT ORDER  -  SECOND    CLASS 0
 JD1016
 JD1016.The horizontal coordinates were scaled from a topographic map and have
 JD1016.an estimated accuracy of +/- 6 seconds.
 JD1016
 JD1016.The orthometric height was determined by differential leveling
 JD1016.and adjusted by the National Geodetic Survey in June 1991..
 JD1016
 JD1016.The geoid height was determined by GEOID03.
 JD1016
 JD1016.The dynamic height is computed by dividing the NAVD 88
 JD1016.geopotential number by the normal gravity value computed on the
 JD1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1016.degrees latitude (g = 980.6199 gals.).
 JD1016
 JD1016.The modeled gravity was interpolated from observed gravity values.
 JD1016
 JD1016;                    North         East    Units  Estimated Accuracy
 JD1016;SPC MO C     -   311,290.      433,200.      MT  (+/- 180 meters Scaled)
 JD1016
 JD1016                          SUPERSEDED SURVEY CONTROL
 JD1016
 JD1016  NGVD 29 (??/??/92)  275.968  (m)          905.40   (f) ADJ UNCH    2 0
 JD1016
 JD1016.Superseded values are not recommended for survey control.
 JD1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1016.See file dsdata.txt to determine how the superseded data were derived.
 JD1016
 JD1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC767764(NAD 83)
 JD1016_MARKER: DB = BENCH MARK DISK
 JD1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1016_STAMPING: M 259 1963
 JD1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1016+STABILITY: SURFACE MOTION
 JD1016
 JD1016  HISTORY     - Date     Condition        Report By
 JD1016  HISTORY     - 1963     MONUMENTED       CGS
 JD1016  HISTORY     - 1974     GOOD             NGS
 JD1016
 JD1016                          STATION DESCRIPTION
 JD1016
 JD1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1016'6.3 MI SW FROM SEDALIA.
 JD1016'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1016'RAILROAD FROM THE STATION AT SEDALIA, THENCE 4.1 MILES SOUTH
 JD1016'ALONG U.S. HIGHWAY 65, AT A Y JUNCTION OF A GRAVELED ROAD AND ON
 JD1016'THE OUTSIDE OF A CURVE, IN SECTION 32, T 45 N, R 21 W, 39
 JD1016'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET EAST
 JD1016'OF THE CENTER LINE OF THE GRAVELED ROAD, 4 FEET WEST OF A
 JD1016'TELEPHONE POLE BRACED BY A GUY WIRE, 1.4 FEET NORTH OF A METAL
 JD1016'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 JD1016'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 JD1016
 JD1016                          STATION RECOVERY (1974)
 JD1016
 JD1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JD1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1017 ***********************************************************************
 JD1017  DESIGNATION -  M 259 RESET
 JD1017  PID         -  JD1017
 JD1017  STATE/COUNTY-  MO/PETTIS
 JD1017  USGS QUAD   -  SEDALIA WEST (1973)
 JD1017
 JD1017                         *CURRENT SURVEY CONTROL
 JD1017  ___________________________________________________________________
 JD1017* NAD 83(1986)-  38 38 09.     (N)    093 16 02.     (W)     SCALED    
 JD1017* NAVD 88     -       276.77   (meters)     908.0    (feet)  RESET     
 JD1017  ___________________________________________________________________
 JD1017  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1017
 JD1017  VERT ORDER  -  THIRD
 JD1017
 JD1017.The horizontal coordinates were scaled from a topographic map and have
 JD1017.an estimated accuracy of +/- 6 seconds.
 JD1017
 JD1017.The orthometric height was computed from unverified reset data.
 JD1017.No vertical observational check was made to the station.
 JD1017
 JD1017.The geoid height was determined by GEOID03.
 JD1017
 JD1017;                    North         East    Units  Estimated Accuracy
 JD1017;SPC MO C     -   311,290.      433,200.      MT  (+/- 180 meters Scaled)
 JD1017
 JD1017                          SUPERSEDED SURVEY CONTROL
 JD1017
 JD1017  NGVD 29 (02/22/06)  276.67   (m)          907.7    (f) RESET       3  
 JD1017
 JD1017.Superseded values are not recommended for survey control.
 JD1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1017.See file dsdata.txt to determine how the superseded data were derived.
 JD1017
 JD1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC767764(NAD 83)
 JD1017_MARKER: P = PIPE CAP
 JD1017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD1017_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD1017_STAMPING: M 259 RESET 1974
 JD1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1017
 JD1017  HISTORY     - Date     Condition        Report By
 JD1017  HISTORY     - 1974     MONUMENTED       NGS
 JD1017
 JD1017                          STATION DESCRIPTION
 JD1017
 JD1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JD1017'6.3 MI SW FROM SEDALIA.
 JD1017'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 JD1017'RAILROAD FROM THE STATION AT SEDALIA, THENCE 4.1 MILES SOUTH
 JD1017'ALONG U.S. HIGHWAY 65, NEAR TOP OF HILL ON EAST RIGHT-OF-WAY
 JD1017'OF THE HIGHWAY, 85.6 FEET NORTH OF A POWER POLE, 47.6 FEET
 JD1017'SOUTH OF HIGHWAY STATIONING 183+150, 46 FEET NORTH OF HIGHWAY
 JD1017'STATIONING 184+150, .9 FOOT SOUTH OF A METAL WITNESS POST,
 JD1017'.6 FOOT WEST OF A FENCE AND EAST ACROSS HIGHWAY FROM A
 JD1017'HOUSE.  A 4-INCH CAST ALUMINUM BENCH MARK CAP FASTEN TO AN
 JD1017'ALUMINUM PIPE 30 INCHES DEEP WITH THE BASE REINFORCED WITH CONCRETE
 JD1017'AND THE TOP OF THE MARK IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0673 ***********************************************************************
 GD0673  DESIGNATION -  M 26
 GD0673  PID         -  GD0673
 GD0673  STATE/COUNTY-  MO/MISSISSIPPI
 GD0673  USGS QUAD   -  ANNISTON (1969)
 GD0673
 GD0673                         *CURRENT SURVEY CONTROL
 GD0673  ___________________________________________________________________
 GD0673* NAD 83(1986)-  36 48 09.     (N)    089 21 24.     (W)     SCALED    
 GD0673* NAVD 88     -        93.864  (meters)     307.95   (feet)  ADJUSTED  
 GD0673  ___________________________________________________________________
 GD0673  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD0673  DYNAMIC HT  -          93.793 (meters)     307.72  (feet)  COMP
 GD0673  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 GD0673
 GD0673  VERT ORDER  -  SECOND    CLASS 0
 GD0673
 GD0673.The horizontal coordinates were scaled from a topographic map and have
 GD0673.an estimated accuracy of +/- 6 seconds.
 GD0673
 GD0673.The orthometric height was determined by differential leveling
 GD0673.and adjusted by the National Geodetic Survey in June 1991..
 GD0673
 GD0673.The geoid height was determined by GEOID03.
 GD0673
 GD0673.The dynamic height is computed by dividing the NAVD 88
 GD0673.geopotential number by the normal gravity value computed on the
 GD0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0673.degrees latitude (g = 980.6199 gals.).
 GD0673
 GD0673.The modeled gravity was interpolated from observed gravity values.
 GD0673
 GD0673;                    North         East    Units  Estimated Accuracy
 GD0673;SPC MO E     -   108,150.      352,030.      MT  (+/- 180 meters Scaled)
 GD0673
 GD0673                          SUPERSEDED SURVEY CONTROL
 GD0673
 GD0673  NGVD 29 (??/??/??)   93.754  (m)          307.59   (f) ADJUSTED    2 0
 GD0673
 GD0673.Superseded values are not recommended for survey control.
 GD0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0673.See file dsdata.txt to determine how the superseded data were derived.
 GD0673
 GD0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF897755(NAD 83)
 GD0673_MARKER: DB = BENCH MARK DISK
 GD0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD0673_SP_SET: CULVERT
 GD0673_STAMPING: M 26 1933
 GD0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD0673+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD0673
 GD0673  HISTORY     - Date     Condition        Report By
 GD0673  HISTORY     - 1933     MONUMENTED       CGS
 GD0673  HISTORY     - 20020813 GOOD             USACE
 GD0673
 GD0673                          STATION DESCRIPTION
 GD0673
 GD0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0673'2.2 MI NE FROM EAST PRAIRIE.
 GD0673'ABOUT 2-1/4 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN
 GD0673'RAILWAY FROM EAST PRAIRIE, MISSISSIPPI COUNTY, AT THE JUNCTION
 GD0673'OF STATE HIGHWAYS 105 AND 55A, 45 FEET NORTH OF THE CENTER OF
 GD0673'BRIDGE 28 B, 25.3 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 GD0673'55A, 55.6 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 105,
 GD0673'25.3 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND IN
 GD0673'THE TOP OF THE WEST CONCRETE HEADWALL OF A CULVERT UNDER STATE
 GD0673'HIGHWAY 55A.  A STANDARD DISK, STAMPED M 26 1933.
 GD0673
 GD0673                          STATION RECOVERY (2002)
 GD0673
 GD0673'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0673'RR ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1497 ***********************************************************************
 JD1497  DESIGNATION -  M 260
 JD1497  PID         -  JD1497
 JD1497  STATE/COUNTY-  MO/HENRY
 JD1497  USGS QUAD   -  OHIO (1961)
 JD1497
 JD1497                         *CURRENT SURVEY CONTROL
 JD1497  ___________________________________________________________________
 JD1497* NAD 83(1986)-  38 14 08.     (N)    093 46 04.     (W)     SCALED    
 JD1497* NAVD 88     -       234.414  (meters)     769.07   (feet)  ADJUSTED  
 JD1497  ___________________________________________________________________
 JD1497  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JD1497  DYNAMIC HT  -         234.247 (meters)     768.53  (feet)  COMP
 JD1497  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 JD1497
 JD1497  VERT ORDER  -  SECOND    CLASS 0
 JD1497
 JD1497.The horizontal coordinates were scaled from a topographic map and have
 JD1497.an estimated accuracy of +/- 6 seconds.
 JD1497
 JD1497.The orthometric height was determined by differential leveling
 JD1497.and adjusted by the National Geodetic Survey in June 1991..
 JD1497
 JD1497.The geoid height was determined by GEOID03.
 JD1497
 JD1497.The dynamic height is computed by dividing the NAVD 88
 JD1497.geopotential number by the normal gravity value computed on the
 JD1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1497.degrees latitude (g = 980.6199 gals.).
 JD1497
 JD1497.The modeled gravity was interpolated from observed gravity values.
 JD1497
 JD1497;                    North         East    Units  Estimated Accuracy
 JD1497;SPC MO W     -   229,850.      914,100.      MT  (+/- 180 meters Scaled)
 JD1497
 JD1497                          SUPERSEDED SURVEY CONTROL
 JD1497
 JD1497  NGVD 29 (??/??/92)  234.301  (m)          768.70   (f) ADJ UNCH    2 0
 JD1497
 JD1497.Superseded values are not recommended for survey control.
 JD1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1497.See file dsdata.txt to determine how the superseded data were derived.
 JD1497
 JD1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC328322(NAD 83)
 JD1497_MARKER: DB = BENCH MARK DISK
 JD1497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1497_SP_SET: 10 FEET
 JD1497_STAMPING: M 260 1962
 JD1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1497
 JD1497  HISTORY     - Date     Condition        Report By
 JD1497  HISTORY     - 1962     MONUMENTED       CGS
 JD1497
 JD1497                          STATION DESCRIPTION
 JD1497
 JD1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1497'7.2 MI N FROM LOWRY CITY.
 JD1497'ABOUT 7.25 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JD1497'FROM THE STATION AT LOWRY CITY, AT A ROAD CROSSING, 2 POLES
 JD1497'NORTH OF MILEPOST 100, 33 FEET WEST OF THE WEST RAIL, 91 FEET NORTH
 JD1497'OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTHWEST OF A TELEPHONE
 JD1497'POLE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 JD1497'THE LEVEL OF THE RAIL, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JD1497'ROD WHICH IS DRIVEN TO A DEPTH OF 10 FEET AND ENCASED IN A 6-INCH
 JD1497'TILE PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1446 ***********************************************************************
 JD1446  DESIGNATION -  M 261
 JD1446  PID         -  JD1446
 JD1446  STATE/COUNTY-  MO/HENRY
 JD1446  USGS QUAD   -  MONEGAW SPRINGS NW (1981)
 JD1446
 JD1446                         *CURRENT SURVEY CONTROL
 JD1446  ___________________________________________________________________
 JD1446* NAD 83(1986)-  38 14 23.     (N)    094 00 00.     (W)     SCALED    
 JD1446* NAVD 88     -       253.629  (meters)     832.11   (feet)  ADJUSTED  
 JD1446  ___________________________________________________________________
 JD1446  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JD1446  DYNAMIC HT  -         253.448 (meters)     831.52  (feet)  COMP
 JD1446  MODELED GRAV-     979,908.6   (mgal)                       NAVD 88
 JD1446
 JD1446  VERT ORDER  -  SECOND    CLASS 0
 JD1446
 JD1446.The horizontal coordinates were scaled from a topographic map and have
 JD1446.an estimated accuracy of +/- 6 seconds.
 JD1446
 JD1446.The orthometric height was determined by differential leveling
 JD1446.and adjusted by the National Geodetic Survey in June 1991..
 JD1446
 JD1446.The geoid height was determined by GEOID03.
 JD1446
 JD1446.The dynamic height is computed by dividing the NAVD 88
 JD1446.geopotential number by the normal gravity value computed on the
 JD1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1446.degrees latitude (g = 980.6199 gals.).
 JD1446
 JD1446.The modeled gravity was interpolated from observed gravity values.
 JD1446
 JD1446;                    North         East    Units  Estimated Accuracy
 JD1446;SPC MO W     -   230,180.      893,770.      MT  (+/- 180 meters Scaled)
 JD1446
 JD1446                          SUPERSEDED SURVEY CONTROL
 JD1446
 JD1446  NGVD 29 (??/??/92)  253.530  (m)          831.79   (f) ADJ UNCH    2 0
 JD1446
 JD1446.Superseded values are not recommended for survey control.
 JD1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1446.See file dsdata.txt to determine how the superseded data were derived.
 JD1446
 JD1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC124328(NAD 83)
 JD1446_MARKER: DB = BENCH MARK DISK
 JD1446_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1446_SP_SET: 10 1/2 FEET
 JD1446_STAMPING: M 261 1962
 JD1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1446
 JD1446  HISTORY     - Date     Condition        Report By
 JD1446  HISTORY     - 1962     MONUMENTED       CGS
 JD1446
 JD1446                          STATION DESCRIPTION
 JD1446
 JD1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD1446'1.8 MI SW FROM MONTROSE.
 JD1446'ABOUT 1.85 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS, AND TEXAS
 JD1446'RAILROAD FROM THE STATION AT MONTROSE, OR 3.75 MILES NORTHEAST
 JD1446'OF APPLETON CITY, 2 POLES NORTHEAST OF A CROSSING OF THE RAILROAD
 JD1446'AND A PRIVATE ROAD, 44 1/2 FEET NORTHWEST OF THE NORTHWEST
 JD1446'RAIL, 31 1/2 FEET SOUTHWEST OF MILEPOST 282, 1 1/2 FEET
 JD1446'SOUTHEAST OF A FENCE, 1.3 FEET SOUTHWEST OF A METAL WITNESS
 JD1446'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS, AND ON THE TOP
 JD1446'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 10 1/2
 JD1446'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0155 ***********************************************************************
 HE0155  DESIGNATION -  M 262
 HE0155  PID         -  HE0155
 HE0155  STATE/COUNTY-  MO/CEDAR
 HE0155  USGS QUAD   -  EL DORADO SPRINGS SOUTH (1991)
 HE0155
 HE0155                         *CURRENT SURVEY CONTROL
 HE0155  ___________________________________________________________________
 HE0155* NAD 83(1986)-  37 47 06.     (N)    094 04 20.     (W)     SCALED    
 HE0155* NAVD 88     -       290.360  (meters)     952.62   (feet)  ADJUSTED  
 HE0155  ___________________________________________________________________
 HE0155  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HE0155  DYNAMIC HT  -         290.143 (meters)     951.91  (feet)  COMP
 HE0155  MODELED GRAV-     979,874.6   (mgal)                       NAVD 88
 HE0155
 HE0155  VERT ORDER  -  SECOND    CLASS 0
 HE0155
 HE0155.The horizontal coordinates were scaled from a topographic map and have
 HE0155.an estimated accuracy of +/- 6 seconds.
 HE0155
 HE0155.The orthometric height was determined by differential leveling
 HE0155.and adjusted by the National Geodetic Survey in June 1991..
 HE0155
 HE0155.The geoid height was determined by GEOID03.
 HE0155
 HE0155.The dynamic height is computed by dividing the NAVD 88
 HE0155.geopotential number by the normal gravity value computed on the
 HE0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0155.degrees latitude (g = 980.6199 gals.).
 HE0155
 HE0155.The modeled gravity was interpolated from observed gravity values.
 HE0155
 HE0155;                    North         East    Units  Estimated Accuracy
 HE0155;SPC MO W     -   179,670.      887,680.      MT  (+/- 180 meters Scaled)
 HE0155
 HE0155                          SUPERSEDED SURVEY CONTROL
 HE0155
 HE0155  NGVD 29 (??/??/92)  290.257  (m)          952.28   (f) ADJ UNCH    2 0
 HE0155
 HE0155.Superseded values are not recommended for survey control.
 HE0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0155.See file dsdata.txt to determine how the superseded data were derived.
 HE0155
 HE0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB055825(NAD 83)
 HE0155_MARKER: DB = BENCH MARK DISK
 HE0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0155_STAMPING: M 262 1962
 HE0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0155+STABILITY: SURFACE MOTION
 HE0155
 HE0155  HISTORY     - Date     Condition        Report By
 HE0155  HISTORY     - 1962     MONUMENTED       CGS
 HE0155  HISTORY     - 1963     GOOD             NGS
 HE0155
 HE0155                          STATION DESCRIPTION
 HE0155
 HE0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HE0155'8.4 MI NW FROM FILLEY.
 HE0155'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 HE0155'CHRISTIAN CHURCH AT FILLEY, THENCE 3.15 MILES WEST ALONG A DIRT
 HE0155'ROAD, AND AT THE JUNCTION OF STATE ROAD K, 34 FEET EAST OF THE
 HE0155'CENTER LINE OF STATE ROAD K, 33 FEET SOUTH OF THE CENTER LINE
 HE0155'OF AN EAST-WEST ROAD, 8 FEET SOUTH OF A TELEPHONE POLES, 1 1/2
 HE0155'FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST,
 HE0155'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROADS, AND SET IN THE TOP
 HE0155'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1721 ***********************************************************************
 JD1721  DESIGNATION -  M 263
 JD1721  PID         -  JD1721
 JD1721  STATE/COUNTY-  MO/ST CLAIR
 JD1721  USGS QUAD   -  OHIO (1961)
 JD1721
 JD1721                         *CURRENT SURVEY CONTROL
 JD1721  ___________________________________________________________________
 JD1721* NAD 83(1986)-  38 10 58.     (N)    093 48 14.     (W)     SCALED    
 JD1721* NAVD 88     -       248.764  (meters)     816.15   (feet)  ADJUSTED  
 JD1721  ___________________________________________________________________
 JD1721  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JD1721  DYNAMIC HT  -         248.586 (meters)     815.57  (feet)  COMP
 JD1721  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 JD1721
 JD1721  VERT ORDER  -  SECOND    CLASS 0
 JD1721
 JD1721.The horizontal coordinates were scaled from a topographic map and have
 JD1721.an estimated accuracy of +/- 6 seconds.
 JD1721
 JD1721.The orthometric height was determined by differential leveling
 JD1721.and adjusted by the National Geodetic Survey in June 1991..
 JD1721
 JD1721.The geoid height was determined by GEOID03.
 JD1721
 JD1721.The dynamic height is computed by dividing the NAVD 88
 JD1721.geopotential number by the normal gravity value computed on the
 JD1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1721.degrees latitude (g = 980.6199 gals.).
 JD1721
 JD1721.The modeled gravity was interpolated from observed gravity values.
 JD1721
 JD1721;                    North         East    Units  Estimated Accuracy
 JD1721;SPC MO W     -   223,970.      910,990.      MT  (+/- 180 meters Scaled)
 JD1721
 JD1721                          SUPERSEDED SURVEY CONTROL
 JD1721
 JD1721  NGVD 29 (??/??/92)  248.656  (m)          815.80   (f) ADJ UNCH    2 0
 JD1721
 JD1721.Superseded values are not recommended for survey control.
 JD1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1721.See file dsdata.txt to determine how the superseded data were derived.
 JD1721
 JD1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC295264(NAD 83)
 JD1721_MARKER: DB = BENCH MARK DISK
 JD1721_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JD1721_SP_SET: 8 FEET
 JD1721_STAMPING: M 263 1963
 JD1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1721
 JD1721  HISTORY     - Date     Condition        Report By
 JD1721  HISTORY     - 1963     MONUMENTED       CGS
 JD1721
 JD1721                          STATION DESCRIPTION
 JD1721
 JD1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1721'9.7 MI NW FROM LOWRY CITY.
 JD1721'ABOUT 5.1 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO
 JD1721'RAILWAY STATION AT LOWRY CITY, THENCE 0.85 MILES WEST ALONG
 JD1721'STATE HIGHWAY 13, THENCE 1.85 MILES WEST ALONG A GRAVELED ROAD,
 JD1721'THENCE 1.8 MILE SOUTH ALONG A GRAVELED ROAD, AT JUNCTION OF
 JD1721'T-ROAD LEADING WEST, ABOUT MIDWAY BETWEEN TWO FARMHOUSES ON
 JD1721'SOUTHEAST AND NORTHWEST CORNER OF INTERSECTION OF ROADS, 21
 JD1721'FEET EAST OF THE CENTER LINE OF NORTH-SOUTH ROAD, 20 FEET
 JD1721'SOUTH OF CENTER LINE OF ROAD WEST, 30 FEET SOUTHEAST OF CENTER
 JD1721'OF INTERSECTION, 13 FEET SOUTH OF CENTER OF IRON FRAME GATE,
 JD1721'5 FEET NORTHWEST OF A POWER POLE, 1 FOOT WEST OF A FENCE, 1.2
 JD1721'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JD1721'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 JD1721'TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING
 JD1721'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE2078 ***********************************************************************
 JE2078  DESIGNATION -  M 263
 JE2078  PID         -  JE2078
 JE2078  STATE/COUNTY-  MO/BATES
 JE2078  USGS QUAD   -  DREXEL (1973)
 JE2078
 JE2078                         *CURRENT SURVEY CONTROL
 JE2078  ___________________________________________________________________
 JE2078* NAD 83(1986)-  38 23 53.     (N)    094 31 19.     (W)     SCALED    
 JE2078* NAVD 88     -       248.76   (+/-2cm)     816.1    (feet)  VERTCON   
 JE2078  ___________________________________________________________________
 JE2078  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE2078
 JE2078  VERT ORDER  -  THIRD ? (See Below)
 JE2078
 JE2078.The horizontal coordinates were scaled from a topographic map and have
 JE2078.an estimated accuracy of +/- 6 seconds.
 JE2078
 JE2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE2078.The vertical order pertains to the NGVD 29 superseded value.
 JE2078
 JE2078.The geoid height was determined by GEOID03.
 JE2078
 JE2078;                    North         East    Units  Estimated Accuracy
 JE2078;SPC MO W     -   247,630.      848,080.      MT  (+/- 180 meters Scaled)
 JE2078
 JE2078                          SUPERSEDED SURVEY CONTROL
 JE2078
 JE2078  NGVD 29 (07/19/86)  248.64   (m)          815.7    (f) LEVELING    3  
 JE2078
 JE2078.Superseded values are not recommended for survey control.
 JE2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2078.See file dsdata.txt to determine how the superseded data were derived.
 JE2078
 JE2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC670510(NAD 83)
 JE2078_MARKER: DB = BENCH MARK DISK
 JE2078_SETTING: 0 = UNSPECIFIED SETTING
 JE2078
 JE2078  HISTORY     - Date     Condition        Report By
 JE2078  HISTORY     - 1963     MONUMENTED       USGS
 JE2078
 JE2078                          STATION DESCRIPTION
 JE2078
 JE2078'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (PPB)
 JE2078'THE STATION IS LOCATED ABOUT 10 MILES WEST OF THE TOWN OF
 JE2078'ADRIAN.  THE MARK IS A STANDARD USC AND GS BENCH MARK DISK
 JE2078'STAMPED M 263 1963 CEMENTED IN A DRILL HOLE IN THE WEST EDGE
 JE2078'OF THE NORTH SIDE OF A SMALL BRIDGE, 14 FEET NORTH OF THE
 JE2078'CENTER OF STATE HIGHWAY 18 AND 1.3 FEET EAST OF THE WEST
 JE2078'EDGE OF THE BRIDGE.
 JE2078'
 JE2078'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 71 AND STATE
 JE2078'HIGHWAY 18 AT THE EAST EDGE OF ADRIAN, GO WEST ON STATE HIGHWAY
 JE2078'18 FOR 9.7 MILES TO A SMALL BRIDGE AND THE STATION ON THE NORTH
 JE2078'SIDE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0638 ***********************************************************************
 JE0638  DESIGNATION -  M 264
 JE0638  PID         -  JE0638
 JE0638  STATE/COUNTY-  MO/BATES
 JE0638  USGS QUAD   -  PLEASANT GAP (1961)
 JE0638
 JE0638                         *CURRENT SURVEY CONTROL
 JE0638  ___________________________________________________________________
 JE0638* NAD 83(1986)-  38 14 30.     (N)    094 09 04.     (W)     SCALED    
 JE0638* NAVD 88     -       271.305  (meters)     890.11   (feet)  ADJUSTED  
 JE0638  ___________________________________________________________________
 JE0638  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE0638  DYNAMIC HT  -         271.108 (meters)     889.46  (feet)  COMP
 JE0638  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 JE0638
 JE0638  VERT ORDER  -  SECOND    CLASS 0
 JE0638
 JE0638.The horizontal coordinates were scaled from a topographic map and have
 JE0638.an estimated accuracy of +/- 6 seconds.
 JE0638
 JE0638.The orthometric height was determined by differential leveling
 JE0638.and adjusted by the National Geodetic Survey in June 1991..
 JE0638
 JE0638.The geoid height was determined by GEOID03.
 JE0638
 JE0638.The dynamic height is computed by dividing the NAVD 88
 JE0638.geopotential number by the normal gravity value computed on the
 JE0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0638.degrees latitude (g = 980.6199 gals.).
 JE0638
 JE0638.The modeled gravity was interpolated from observed gravity values.
 JE0638
 JE0638;                    North         East    Units  Estimated Accuracy
 JE0638;SPC MO W     -   230,330.      880,540.      MT  (+/- 180 meters Scaled)
 JE0638
 JE0638                          SUPERSEDED SURVEY CONTROL
 JE0638
 JE0638  NGVD 29 (??/??/92)  271.197  (m)          889.75   (f) ADJ UNCH    2 0
 JE0638
 JE0638.Superseded values are not recommended for survey control.
 JE0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0638.See file dsdata.txt to determine how the superseded data were derived.
 JE0638
 JE0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC992332(NAD 83)
 JE0638_MARKER: DB = BENCH MARK DISK
 JE0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0638_SP_SET: CULVERT
 JE0638_STAMPING: M 264 1963
 JE0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0638
 JE0638  HISTORY     - Date     Condition        Report By
 JE0638  HISTORY     - 1963     MONUMENTED       CGS
 JE0638  HISTORY     - 20060901 MARK NOT FOUND   INDIV
 JE0638
 JE0638                          STATION DESCRIPTION
 JE0638
 JE0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0638'2.6 MI SW FROM SPRUCE.
 JE0638'ABOUT 0.3 MILE WEST ALONG STATE ROAD H FROM THE PRESBYTERIAN
 JE0638'CHURCH AT SPRUCE, THENCE 2.3 MILES SOUTHWEST ALONG A WINDING
 JE0638'GRAVELED ROAD, ABOUT 0.15 MILE WEST OF A 90 DEGREE TURN IN THE
 JE0638'ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT
 JE0638'LEVEL WITH THE ROAD, AND SET IN THE TOP OF THE SOUTHEAST END
 JE0638'OF A CONCRETE WINGWALL OF A LARGE STONE ARCH CULVERT OVER A
 JE0638'CREEK.
 JE0638
 JE0638                          STATION RECOVERY (2006)
 JE0638
 JE0638'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0638'THE LARGE STONE ARCH CULVERT HAS BEEN REPLACED BY A CONCRETE BOX
 JE0638'CULVERT WITH STEEP ANGLED WINGWALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0274 ***********************************************************************
 JE0274  DESIGNATION -  M 265
 JE0274  PID         -  JE0274
 JE0274  STATE/COUNTY-  MO/VERNON
 JE0274  USGS QUAD   -  RICH HILL (1991)
 JE0274
 JE0274                         *CURRENT SURVEY CONTROL
 JE0274  ___________________________________________________________________
 JE0274* NAD 83(1986)-  38 02 23.     (N)    094 21 51.     (W)     SCALED    
 JE0274* NAVD 88     -       241.255  (meters)     791.52   (feet)  ADJUSTED  
 JE0274  ___________________________________________________________________
 JE0274  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JE0274  DYNAMIC HT  -         241.080 (meters)     790.94  (feet)  COMP
 JE0274  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 JE0274
 JE0274  VERT ORDER  -  FIRST     CLASS II
 JE0274
 JE0274.The horizontal coordinates were scaled from a topographic map and have
 JE0274.an estimated accuracy of +/- 6 seconds.
 JE0274
 JE0274.The orthometric height was determined by differential leveling
 JE0274.and adjusted by the National Geodetic Survey in June 1991..
 JE0274
 JE0274.The geoid height was determined by GEOID03.
 JE0274
 JE0274.The dynamic height is computed by dividing the NAVD 88
 JE0274.geopotential number by the normal gravity value computed on the
 JE0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0274.degrees latitude (g = 980.6199 gals.).
 JE0274
 JE0274.The modeled gravity was interpolated from observed gravity values.
 JE0274
 JE0274;                    North         East    Units  Estimated Accuracy
 JE0274;SPC MO W     -   207,870.      861,920.      MT  (+/- 180 meters Scaled)
 JE0274
 JE0274                          SUPERSEDED SURVEY CONTROL
 JE0274
 JE0274  NGVD 29 (??/??/92)  241.147  (m)          791.16   (f) ADJ UNCH    1 2
 JE0274
 JE0274.Superseded values are not recommended for survey control.
 JE0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0274.See file dsdata.txt to determine how the superseded data were derived.
 JE0274
 JE0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC802111(NAD 83)
 JE0274_MARKER: DB = BENCH MARK DISK
 JE0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0274_SP_SET: CULVERT
 JE0274_STAMPING: M 265 1963
 JE0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0274
 JE0274  HISTORY     - Date     Condition        Report By
 JE0274  HISTORY     - 1963     MONUMENTED       CGS
 JE0274
 JE0274                          STATION DESCRIPTION
 JE0274
 JE0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0274'3.9 MI S FROM RICH HILL.
 JE0274'ABOUT 3.9 MILES S ALONG THE MISSOURI PACIFIC RR FROM THE STATION
 JE0274'AT RICH HILL, IN SECTION 32, T 38 N, R 31 W, 1 POLE S OF MILEPOST
 JE0274'303, 12 FT W OF THE W RAIL, SET IN THE TOP OF THE N END OF THE
 JE0274'W CONCRETE HEADWALL OF A 2-CHANNEL CULVERT UNDER THE RAILROAD,
 JE0274'45 FT N OF SEMAPHORE NUMBER 303-1, AND ABOUT 2 1/2 FT BELOW THE
 JE0274'LEVEL OF THE TRACK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0026 ***********************************************************************
 JE0026  DESIGNATION -  M 266
 JE0026  PID         -  JE0026
 JE0026  STATE/COUNTY-  MO/CASS
 JE0026  USGS QUAD   -  AUSTIN (1981)
 JE0026
 JE0026                         *CURRENT SURVEY CONTROL
 JE0026  ___________________________________________________________________
 JE0026* NAD 83(1986)-  38 37 04.     (N)    094 21 47.     (W)     SCALED    
 JE0026* NAVD 88     -       274.944  (meters)     902.05   (feet)  ADJUSTED  
 JE0026  ___________________________________________________________________
 JE0026  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE0026  DYNAMIC HT  -         274.756 (meters)     901.43  (feet)  COMP
 JE0026  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 JE0026
 JE0026  VERT ORDER  -  FIRST     CLASS II
 JE0026
 JE0026.The horizontal coordinates were scaled from a topographic map and have
 JE0026.an estimated accuracy of +/- 6 seconds.
 JE0026
 JE0026.The orthometric height was determined by differential leveling
 JE0026.and adjusted by the National Geodetic Survey in June 1991..
 JE0026
 JE0026.The geoid height was determined by GEOID03.
 JE0026
 JE0026.The dynamic height is computed by dividing the NAVD 88
 JE0026.geopotential number by the normal gravity value computed on the
 JE0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0026.degrees latitude (g = 980.6199 gals.).
 JE0026
 JE0026.The modeled gravity was interpolated from observed gravity values.
 JE0026
 JE0026;                    North         East    Units  Estimated Accuracy
 JE0026;SPC MO W     -   272,030.      861,930.      MT  (+/- 180 meters Scaled)
 JE0026
 JE0026                          SUPERSEDED SURVEY CONTROL
 JE0026
 JE0026  NGVD 29 (??/??/92)  274.830  (m)          901.67   (f) ADJ UNCH    1 2
 JE0026
 JE0026.Superseded values are not recommended for survey control.
 JE0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0026.See file dsdata.txt to determine how the superseded data were derived.
 JE0026
 JE0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC813752(NAD 83)
 JE0026_MARKER: DB = BENCH MARK DISK
 JE0026_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JE0026_SP_SET: 15 FEET
 JE0026_STAMPING: M 266 1963
 JE0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0026+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 JE0026
 JE0026  HISTORY     - Date     Condition        Report By
 JE0026  HISTORY     - 1963     MONUMENTED       CGS
 JE0026  HISTORY     - 20051021 GOOD             INDIV
 JE0026
 JE0026                          STATION DESCRIPTION
 JE0026
 JE0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0026'3.4 MI S FROM HARRISONVILLE.
 JE0026'ABOUT 3.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0026'THE STATION AT HARRISONVILLE, AT A CROSSING OF THE RAILROAD
 JE0026'AND A ROAD, 1 POLE NORTH OF MILEPOST 262-10, 44 FEET EAST OF THE
 JE0026'EAST RAIL, 46 FEET NORTH OF THE CENTER LINE OF THE ROAD, 64 FEET
 JE0026'NORTHEAST OF THE CENTER OF THE ROAD CROSSING, 23 FEET NORTH OF A
 JE0026'POWER LINE BRACE POLE, 1 FOOT WEST OF A FENCE, 0.9 FOOT NORTH OF
 JE0026'A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE RAILS,
 JE0026'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 JE0026'TO A DEPTH OF 15 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS
 JE0026'6 INCHES.
 JE0026
 JE0026                          STATION RECOVERY (2005)
 JE0026
 JE0026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0026'THE FENCE 1 FOOT TO THE EAST HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0170 ***********************************************************************
 JE0170  DESIGNATION -  M 267
 JE0170  PID         -  JE0170
 JE0170  STATE/COUNTY-  MO/CASS
 JE0170  USGS QUAD   -  PECULIAR (1981)
 JE0170
 JE0170                         *CURRENT SURVEY CONTROL
 JE0170  ___________________________________________________________________
 JE0170* NAD 83(1986)-  38 42 31.     (N)    094 26 48.     (W)     SCALED    
 JE0170* NAVD 88     -       295.967  (meters)     971.02   (feet)  ADJUSTED  
 JE0170  ___________________________________________________________________
 JE0170  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE0170  DYNAMIC HT  -         295.767 (meters)     970.36  (feet)  COMP
 JE0170  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 JE0170
 JE0170  VERT ORDER  -  FIRST     CLASS II
 JE0170
 JE0170.The horizontal coordinates were scaled from a topographic map and have
 JE0170.an estimated accuracy of +/- 6 seconds.
 JE0170
 JE0170.The orthometric height was determined by differential leveling
 JE0170.and adjusted by the National Geodetic Survey in June 1991..
 JE0170
 JE0170.The geoid height was determined by GEOID03.
 JE0170
 JE0170.The dynamic height is computed by dividing the NAVD 88
 JE0170.geopotential number by the normal gravity value computed on the
 JE0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0170.degrees latitude (g = 980.6199 gals.).
 JE0170
 JE0170.The modeled gravity was interpolated from observed gravity values.
 JE0170
 JE0170;                    North         East    Units  Estimated Accuracy
 JE0170;SPC MO W     -   282,110.      854,640.      MT  (+/- 180 meters Scaled)
 JE0170
 JE0170                          SUPERSEDED SURVEY CONTROL
 JE0170
 JE0170  NGVD 29 (??/??/92)  295.850  (m)          970.63   (f) ADJ UNCH    1 2
 JE0170
 JE0170.Superseded values are not recommended for survey control.
 JE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0170.See file dsdata.txt to determine how the superseded data were derived.
 JE0170
 JE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC742854(NAD 83)
 JE0170_MARKER: DB = BENCH MARK DISK
 JE0170_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JE0170+WITH SETTING: INTO GROUND
 JE0170_STAMPING: M 267 1963
 JE0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0170+STABILITY: SURFACE MOTION
 JE0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0170+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 JE0170
 JE0170  HISTORY     - Date     Condition        Report By
 JE0170  HISTORY     - 1963     MONUMENTED       CGS
 JE0170  HISTORY     - 1965     GOOD             LOCENG
 JE0170  HISTORY     - 20050507 GOOD             INDIV
 JE0170
 JE0170                          STATION DESCRIPTION
 JE0170
 JE0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0170'1 MI SE FROM PECULIAR.
 JE0170'ABOUT 1.0 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANISCO RAILWAY
 JE0170'FROM THE CITY WATER TOWER AT PECULIAR, IN SECTION 22, T 45 N,
 JE0170'R 32 W, AT A CROSSING OF THE RAILROAD AND A ROAD, 47 FEET SOUTHWEST
 JE0170'OF THE SOUTHWEST RAIL, 25 FEET EAST OF THE CENTER LINE OF THE
 JE0170'ROAD, 6 1/2 FEET NORTH OF A POWER POLE, 1 1/2 FEET NORTHEAST
 JE0170'OF A FENCE, 0.8 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 JE0170'1 FOOT ABOVE THE LEVEL OF THE RAILS, AND ON THE TOP OF A 3
 JE0170'INCH IRON PIPE PROJECTING 6 INCHES.
 JE0170
 JE0170                          STATION RECOVERY (1965)
 JE0170
 JE0170'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 JE0170'RECOVERED IN GOOD CONDITION.
 JE0170
 JE0170                          STATION RECOVERY (2005)
 JE0170
 JE0170'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0626 ***********************************************************************
 JD0626  DESIGNATION -  M 268
 JD0626  PID         -  JD0626
 JD0626  STATE/COUNTY-  MO/MORGAN
 JD0626  USGS QUAD   -  FLORENCE (1985)
 JD0626
 JD0626                         *CURRENT SURVEY CONTROL
 JD0626  ___________________________________________________________________
 JD0626* NAD 83(1986)-  38 33 16.     (N)    092 59 29.     (W)     SCALED    
 JD0626* NAVD 88     -       285.844  (meters)     937.81   (feet)  ADJUSTED  
 JD0626  ___________________________________________________________________
 JD0626  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0626  DYNAMIC HT  -         285.643 (meters)     937.15  (feet)  COMP
 JD0626  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 JD0626
 JD0626  VERT ORDER  -  SECOND    CLASS 0
 JD0626
 JD0626.The horizontal coordinates were scaled from a topographic map and have
 JD0626.an estimated accuracy of +/- 6 seconds.
 JD0626
 JD0626.The orthometric height was determined by differential leveling
 JD0626.and adjusted by the National Geodetic Survey in June 1991..
 JD0626
 JD0626.The geoid height was determined by GEOID03.
 JD0626
 JD0626.The dynamic height is computed by dividing the NAVD 88
 JD0626.geopotential number by the normal gravity value computed on the
 JD0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0626.degrees latitude (g = 980.6199 gals.).
 JD0626
 JD0626.The modeled gravity was interpolated from observed gravity values.
 JD0626
 JD0626;                    North         East    Units  Estimated Accuracy
 JD0626;SPC MO C     -   302,090.      457,170.      MT  (+/- 180 meters Scaled)
 JD0626
 JD0626                          SUPERSEDED SURVEY CONTROL
 JD0626
 JD0626  NGVD 29 (??/??/92)  285.733  (m)          937.44   (f) ADJ UNCH    2 0
 JD0626
 JD0626.Superseded values are not recommended for survey control.
 JD0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0626.See file dsdata.txt to determine how the superseded data were derived.
 JD0626
 JD0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC007673(NAD 83)
 JD0626_MARKER: DB = BENCH MARK DISK
 JD0626_SETTING: 80 = SET IN A BOULDER
 JD0626_SP_SET: BOULDER
 JD0626_STAMPING: M 268 1963
 JD0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0626+STABILITY: SURFACE MOTION
 JD0626
 JD0626  HISTORY     - Date     Condition        Report By
 JD0626  HISTORY     - 1963     MONUMENTED       CGS
 JD0626
 JD0626                          STATION DESCRIPTION
 JD0626
 JD0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0626'2.6 MI S FROM FLORENCE.
 JD0626'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 135 FROM THE METHODIST
 JD0626'CHURCH AT FLORENCE, IN SECTION 23, T 44 N, R 19 W, ON THE NORTH
 JD0626'SLOP OF A HILL AND SET IN THE TOP OF A LARGE HARD SANDSTONE
 JD0626'BOULDER, 58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 125
 JD0626'FEET SOUTH OF A POWER POLE, 2.3 FEET WEST OF A METAL WITNESS
 JD0626'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0993 ***********************************************************************
 JD0993  DESIGNATION -  M 269
 JD0993  PID         -  JD0993
 JD0993  STATE/COUNTY-  MO/PETTIS
 JD0993  USGS QUAD   -  PYRMONT (1961)
 JD0993
 JD0993                         *CURRENT SURVEY CONTROL
 JD0993  ___________________________________________________________________
 JD0993* NAD 83(1986)-  38 31 53.     (N)    093 06 51.     (W)     SCALED    
 JD0993* NAVD 88     -       288.580  (meters)     946.78   (feet)  ADJUSTED  
 JD0993  ___________________________________________________________________
 JD0993  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD0993  DYNAMIC HT  -         288.375 (meters)     946.11  (feet)  COMP
 JD0993  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 JD0993
 JD0993  VERT ORDER  -  SECOND    CLASS 0
 JD0993
 JD0993.The horizontal coordinates were scaled from a topographic map and have
 JD0993.an estimated accuracy of +/- 6 seconds.
 JD0993
 JD0993.The orthometric height was determined by differential leveling
 JD0993.and adjusted by the National Geodetic Survey in June 1991..
 JD0993
 JD0993.The geoid height was determined by GEOID03.
 JD0993
 JD0993.The dynamic height is computed by dividing the NAVD 88
 JD0993.geopotential number by the normal gravity value computed on the
 JD0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0993.degrees latitude (g = 980.6199 gals.).
 JD0993
 JD0993.The modeled gravity was interpolated from observed gravity values.
 JD0993
 JD0993;                    North         East    Units  Estimated Accuracy
 JD0993;SPC MO C     -   299,590.      446,450.      MT  (+/- 180 meters Scaled)
 JD0993
 JD0993                          SUPERSEDED SURVEY CONTROL
 JD0993
 JD0993  NGVD 29 (??/??/92)  288.464  (m)          946.40   (f) ADJ UNCH    2 0
 JD0993
 JD0993.Superseded values are not recommended for survey control.
 JD0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0993.See file dsdata.txt to determine how the superseded data were derived.
 JD0993
 JD0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC900647(NAD 83)
 JD0993_MARKER: DB = BENCH MARK DISK
 JD0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0993_SP_SET: CULVERT
 JD0993_STAMPING: M 269 1963
 JD0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0993
 JD0993  HISTORY     - Date     Condition        Report By
 JD0993  HISTORY     - 1963     MONUMENTED       CGS
 JD0993
 JD0993                          STATION DESCRIPTION
 JD0993
 JD0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0993'4.5 MI S FROM BAHNER.
 JD0993'ABOUT 0.45 MILE EAST ALONG STATE ROAD V FROM THE CEMETERY AT
 JD0993'BAHNER, THENCE 2.2 MILES SOUTHEAST ALONG STATE ROAD C, THENCE
 JD0993'0.05 MILE SOUTH ALONG STATE ROAD PP, THENCE 0.8 MILE WEST ALONG
 JD0993'A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 JD0993'14 FEET EAST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP
 JD0993'OF THE EAST HEAD WALL OF A CONCRETE CULVERT 1 1/2 FEET ABOVE
 JD0993'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0946 ***********************************************************************
 GD0946  DESIGNATION -  M 27
 GD0946  PID         -  GD0946
 GD0946  STATE/COUNTY-  MO/PEMISCOT
 GD0946  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD0946
 GD0946                         *CURRENT SURVEY CONTROL
 GD0946  ___________________________________________________________________
 GD0946* NAD 83(1986)-  36 14 13.     (N)    089 44 58.     (W)     SCALED    
 GD0946* NAVD 88     -        83.171  (meters)     272.87   (feet)  ADJUSTED  
 GD0946  ___________________________________________________________________
 GD0946  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 GD0946  DYNAMIC HT  -          83.102 (meters)     272.64  (feet)  COMP
 GD0946  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 GD0946
 GD0946  VERT ORDER  -  SECOND    CLASS 0
 GD0946
 GD0946.The horizontal coordinates were scaled from a topographic map and have
 GD0946.an estimated accuracy of +/- 6 seconds.
 GD0946
 GD0946.The orthometric height was determined by differential leveling
 GD0946.and adjusted by the National Geodetic Survey in June 1991..
 GD0946
 GD0946.The geoid height was determined by GEOID03.
 GD0946
 GD0946.The dynamic height is computed by dividing the NAVD 88
 GD0946.geopotential number by the normal gravity value computed on the
 GD0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0946.degrees latitude (g = 980.6199 gals.).
 GD0946
 GD0946.The modeled gravity was interpolated from observed gravity values.
 GD0946
 GD0946;                    North         East    Units  Estimated Accuracy
 GD0946;SPC MO E     -    45,040.      317,470.      MT  (+/- 180 meters Scaled)
 GD0946
 GD0946                          SUPERSEDED SURVEY CONTROL
 GD0946
 GD0946  NGVD 29 (??/??/??)   83.093  (m)          272.61   (f) ADJUSTED    2 0
 GD0946
 GD0946.Superseded values are not recommended for survey control.
 GD0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0946.See file dsdata.txt to determine how the superseded data were derived.
 GD0946
 GD0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF529137(NAD 83)
 GD0946_MARKER: DB = BENCH MARK DISK
 GD0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0946_STAMPING: M 27 1933
 GD0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0946+STABILITY: SURFACE MOTION
 GD0946
 GD0946  HISTORY     - Date     Condition        Report By
 GD0946  HISTORY     - 1933     MONUMENTED       CGS
 GD0946  HISTORY     - 20020712 MARK NOT FOUND   USACE
 GD0946
 GD0946                          STATION DESCRIPTION
 GD0946
 GD0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0946'AT HAYTI.
 GD0946'AT HAYTI, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, 8 RAILS NORTH
 GD0946'OF THE STATION, 75 FEET EAST OF POLE 212/23, 60 FEET SOUTH OF
 GD0946'THE RAILROAD WATER TANK, AND 31 FEET EAST OF THE CENTERLINE OF
 GD0946'THE TRACK.  A STANDARD DISK, STAMPED M 27 1933 AND SET IN THE
 GD0946'TOP OF A CONCRETE POST.
 GD0946
 GD0946                          STATION RECOVERY (2002)
 GD0946
 GD0946'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1058 ***********************************************************************
 JD1058  DESIGNATION -  M 270
 JD1058  PID         -  JD1058
 JD1058  STATE/COUNTY-  MO/BENTON
 JD1058  USGS QUAD   -  BAHNER (1972)
 JD1058
 JD1058                         *CURRENT SURVEY CONTROL
 JD1058  ___________________________________________________________________
 JD1058* NAD 83(1986)-  38 31 07.     (N)    093 11 56.     (W)     SCALED    
 JD1058* NAVD 88     -       312.443  (meters)    1025.07   (feet)  ADJUSTED  
 JD1058  ___________________________________________________________________
 JD1058  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JD1058  DYNAMIC HT  -         312.221 (meters)    1024.35  (feet)  COMP
 JD1058  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 JD1058
 JD1058  VERT ORDER  -  SECOND    CLASS 0
 JD1058
 JD1058.The horizontal coordinates were scaled from a topographic map and have
 JD1058.an estimated accuracy of +/- 6 seconds.
 JD1058
 JD1058.The orthometric height was determined by differential leveling
 JD1058.and adjusted by the National Geodetic Survey in June 1991..
 JD1058
 JD1058.The geoid height was determined by GEOID03.
 JD1058
 JD1058.The dynamic height is computed by dividing the NAVD 88
 JD1058.geopotential number by the normal gravity value computed on the
 JD1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1058.degrees latitude (g = 980.6199 gals.).
 JD1058
 JD1058.The modeled gravity was interpolated from observed gravity values.
 JD1058
 JD1058;                    North         East    Units  Estimated Accuracy
 JD1058;SPC MO C     -   298,230.      439,050.      MT  (+/- 180 meters Scaled)
 JD1058
 JD1058                          SUPERSEDED SURVEY CONTROL
 JD1058
 JD1058  NGVD 29 (??/??/92)  312.321  (m)         1024.67   (f) ADJ UNCH    2 0
 JD1058
 JD1058.Superseded values are not recommended for survey control.
 JD1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1058.See file dsdata.txt to determine how the superseded data were derived.
 JD1058
 JD1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC826633(NAD 83)
 JD1058_MARKER: DB = BENCH MARK DISK
 JD1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1058_STAMPING: M 270 1963
 JD1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1058+STABILITY: SURFACE MOTION
 JD1058
 JD1058  HISTORY     - Date     Condition        Report By
 JD1058  HISTORY     - 1963     MONUMENTED       CGS
 JD1058
 JD1058                          STATION DESCRIPTION
 JD1058
 JD1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1058'2.8 MI N FROM COLE CAMP.
 JD1058'ABOUT 0.05 MILE WEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 JD1058'RAILROAD FROM THE STATION AT COLE CAMP, THENCE 0.9 MILE NORTH
 JD1058'ALONG COUNTY ROAD J, THENCE 1.8 MILES NORTH ALONG A GRAVELED
 JD1058'ROAD, IN SECTION 1, T 43 N, R 21 W, 18 FEET WEST OF THE CENTER
 JD1058'LINE OF THE ROAD, 53 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JD1058'11 FEET NORTH OF A BRACED POWER POLE, 1 1/2 FEET EAST OF A FENCE,
 JD1058'1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JD1058'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1391 ***********************************************************************
 JD1391  DESIGNATION -  M 271
 JD1391  PID         -  JD1391
 JD1391  STATE/COUNTY-  MO/BENTON
 JD1391  USGS QUAD   -  LINCOLN (1961)
 JD1391
 JD1391                         *CURRENT SURVEY CONTROL
 JD1391  ___________________________________________________________________
 JD1391* NAD 83(1986)-  38 23 29.     (N)    093 20 47.     (W)     SCALED    
 JD1391* NAVD 88     -       285.780  (meters)     937.60   (feet)  ADJUSTED  
 JD1391  ___________________________________________________________________
 JD1391  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JD1391  DYNAMIC HT  -         285.579 (meters)     936.94  (feet)  COMP
 JD1391  MODELED GRAV-     979,920.1   (mgal)                       NAVD 88
 JD1391
 JD1391  VERT ORDER  -  SECOND    CLASS 0
 JD1391
 JD1391.The horizontal coordinates were scaled from a topographic map and have
 JD1391.an estimated accuracy of +/- 6 seconds.
 JD1391
 JD1391.The orthometric height was determined by differential leveling
 JD1391.and adjusted by the National Geodetic Survey in June 1991..
 JD1391
 JD1391.The geoid height was determined by GEOID03.
 JD1391
 JD1391.The dynamic height is computed by dividing the NAVD 88
 JD1391.geopotential number by the normal gravity value computed on the
 JD1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1391.degrees latitude (g = 980.6199 gals.).
 JD1391
 JD1391.The modeled gravity was interpolated from observed gravity values.
 JD1391
 JD1391;                    North         East    Units  Estimated Accuracy
 JD1391;SPC MO C     -   284,210.      426,060.      MT  (+/- 180 meters Scaled)
 JD1391
 JD1391                          SUPERSEDED SURVEY CONTROL
 JD1391
 JD1391  NGVD 29 (??/??/92)  285.654  (m)          937.18   (f) ADJ UNCH    2 0
 JD1391
 JD1391.Superseded values are not recommended for survey control.
 JD1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1391.See file dsdata.txt to determine how the superseded data were derived.
 JD1391
 JD1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC697492(NAD 83)
 JD1391_MARKER: DB = BENCH MARK DISK
 JD1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1391_STAMPING: M 271 1963
 JD1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1391+STABILITY: SURFACE MOTION
 JD1391
 JD1391  HISTORY     - Date     Condition        Report By
 JD1391  HISTORY     - 1963     MONUMENTED       CGS
 JD1391
 JD1391                          STATION DESCRIPTION
 JD1391
 JD1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1391'0.8 MI W FROM LINCOLN.
 JD1391'0.8 MILES WEST ALONG COUNTY ROAD C FROM THE POST OFFICE AT LINCOLN,
 JD1391'IN SECTION 28, T 42 N, R 22 W, 35 FEET NORTH OF THE CENTER LINE
 JD1391'OF THE ROAD, 39 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 21
 JD1391'FEET NORTHEAST OF A BRACED POWER POLE, 1 1/2 FEET SOUTH OF A
 JD1391'FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 JD1391'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD1391'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1608 ***********************************************************************
 JD1608  DESIGNATION -  M 272
 JD1608  PID         -  JD1608
 JD1608  STATE/COUNTY-  MO/HENRY
 JD1608  USGS QUAD   -  CALHOUN EAST (1981)
 JD1608
 JD1608                         *CURRENT SURVEY CONTROL
 JD1608  ___________________________________________________________________
 JD1608* NAD 83(1986)-  38 23 29.     (N)    093 32 32.     (W)     SCALED    
 JD1608* NAVD 88     -       248.893  (meters)     816.58   (feet)  ADJUSTED  
 JD1608  ___________________________________________________________________
 JD1608  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JD1608  DYNAMIC HT  -         248.719 (meters)     816.01  (feet)  COMP
 JD1608  MODELED GRAV-     979,925.8   (mgal)                       NAVD 88
 JD1608
 JD1608  VERT ORDER  -  SECOND    CLASS 0
 JD1608
 JD1608.The horizontal coordinates were scaled from a topographic map and have
 JD1608.an estimated accuracy of +/- 6 seconds.
 JD1608
 JD1608.The orthometric height was determined by differential leveling
 JD1608.and adjusted by the National Geodetic Survey in June 1991..
 JD1608
 JD1608.The geoid height was determined by GEOID03.
 JD1608
 JD1608.The dynamic height is computed by dividing the NAVD 88
 JD1608.geopotential number by the normal gravity value computed on the
 JD1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1608.degrees latitude (g = 980.6199 gals.).
 JD1608
 JD1608.The modeled gravity was interpolated from observed gravity values.
 JD1608
 JD1608;                    North         East    Units  Estimated Accuracy
 JD1608;SPC MO W     -   247,330.      933,670.      MT  (+/- 180 meters Scaled)
 JD1608
 JD1608                          SUPERSEDED SURVEY CONTROL
 JD1608
 JD1608  NGVD 29 (??/??/92)  248.770  (m)          816.17   (f) ADJ UNCH    2 0
 JD1608
 JD1608.Superseded values are not recommended for survey control.
 JD1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1608.See file dsdata.txt to determine how the superseded data were derived.
 JD1608
 JD1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC526493(NAD 83)
 JD1608_MARKER: DB = BENCH MARK DISK
 JD1608_SETTING: 66 = SET IN ROCK OUTCROP
 JD1608_SP_SET: ROCK OUTCROP
 JD1608_STAMPING: M 272 1963
 JD1608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD1608+STABILITY: POSITION/ELEVATION WELL
 JD1608
 JD1608  HISTORY     - Date     Condition        Report By
 JD1608  HISTORY     - 1963     MONUMENTED       CGS
 JD1608
 JD1608                          STATION DESCRIPTION
 JD1608
 JD1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1608'5.7 MI N FROM HENRY.
 JD1608'ABOUT 5.7 MILES NORTH ALONG STATE ROAD PP FROM THE SCHOOLHOUSE
 JD1608'AT TIGHTWAD, IN SECTION 26, T 42 N, R 24 W, IN THE SOUTH CORNER
 JD1608'OF A TRIANGULAR PLOT OF GROUND, 161 FEET NORTH OF THE
 JD1608'INTERSECTION OF STATE ROADS PP, C AND Y, SET IN THE TOP OF A
 JD1608'ROCK OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 48 FEET
 JD1608'NORTHWEST OF THE CENTER LINE OF STATE ROAD C, 26 FEET EAST OF
 JD1608'THE CENTER LINE OF STATE ROAD Y, 4 1/2 FEET NORTHWEST OF A POWER
 JD1608'POLE BEARING A TRANSFORMER, 129 1/2 FEET NORTHEAST OF AND ACROSS
 JD1608'STATE ROAD Y FROM A HOUSE, ABOUT 2 1/2 FEET ABOVE THE LEVEL
 JD1608'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1179 ***********************************************************************
 GD1179  HT_MOD      -  This is a Height Modernization Survey Station.
 GD1179  DESIGNATION -  M 274
 GD1179  PID         -  GD1179
 GD1179  STATE/COUNTY-  MO/NEW MADRID
 GD1179  USGS QUAD   -  NEW MADRID (1971)
 GD1179
 GD1179                         *CURRENT SURVEY CONTROL
 GD1179  ___________________________________________________________________
 GD1179* NAD 83(1997)-  36 30 06.34643(N)    089 33 52.86345(W)     ADJUSTED  
 GD1179* NAVD 88     -        93.06   (meters)     305.3    (feet)  GPS OBS   
 GD1179  ___________________________________________________________________
 GD1179  X           -      38,999.549 (meters)                     COMP
 GD1179  Y           -  -5,132,979.343 (meters)                     COMP
 GD1179  Z           -   3,773,130.222 (meters)                     COMP
 GD1179  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 GD1179  ELLIP HEIGHT-          64.59  (meters)          (01/24/03) GPS OBS
 GD1179  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GD1179  DYNAMIC HT  -          92.99  (meters)     305.1   (feet)  COMP
 GD1179  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 GD1179
 GD1179  HORZ ORDER  -  FIRST
 GD1179  VERT ORDER  -  FIRST     CLASS I (See Below)
 GD1179  ELLP ORDER  -  SECOND    CLASS II
 GD1179
 GD1179.The horizontal coordinates were established by GPS observations
 GD1179.and adjusted by the National Geodetic Survey in January 2003..
 GD1179
 GD1179.The orthometric height was determined by GPS observations and a
 GD1179.high-resolution geoid model using precise GPS observation and
 GD1179.processing techniques. It supersedes the leveled height previously
 GD1179.determined for this station.
 GD1179.The vertical order pertains to the first NAVD 88 superseded value.
 GD1179
 GD1179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1179
 GD1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1179
 GD1179.The ellipsoidal height was determined by GPS observations
 GD1179.and is referenced to NAD 83.
 GD1179
 GD1179.The geoid height was determined by GEOID03.
 GD1179
 GD1179.The dynamic height is computed by dividing the NAVD 88
 GD1179.geopotential number by the normal gravity value computed on the
 GD1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1179.degrees latitude (g = 980.6199 gals.).
 GD1179
 GD1179.The modeled gravity was interpolated from observed gravity values.
 GD1179
 GD1179;                    North         East     Units Scale Factor Converg.
 GD1179;SPC MO E     -    74,572.252   333,789.576   MT  1.00001980   +0 33 23.0
 GD1179;UTM  16      - 4,042,662.863   270,301.607   MT  1.00025009   -1 31 34.5
 GD1179
 GD1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1179!SPC MO E     -   0.99998986  x   1.00001980  =   1.00000966
 GD1179!UTM  16      -   0.99998986  x   1.00025009  =   1.00023995
 GD1179
 GD1179                          SUPERSEDED SURVEY CONTROL
 GD1179
 GD1179  NAVD 88 (06/15/91)   93.106  (m)          305.47   (f) ADJUSTED    1 1
 GD1179  NGVD 29 (??/??/??)   92.995  (m)          305.10   (f) ADJUSTED    1 1
 GD1179
 GD1179.Superseded values are not recommended for survey control.
 GD1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1179.See file dsdata.txt to determine how the superseded data were derived.
 GD1179
 GD1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7030242663(NAD 83)
 GD1179_MARKER: DB = BENCH MARK DISK
 GD1179_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1179+WITH SETTING: INTO GROUND
 GD1179_SP_SET: METAL ROD WITH BASE PLATE
 GD1179_STAMPING: M 274 1976
 GD1179_MARK LOGO: NGS   
 GD1179_PROJECTION: RECESSED 15 CENTIMETERS
 GD1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1179+STABILITY: SURFACE MOTION
 GD1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1179+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 GD1179
 GD1179  HISTORY     - Date     Condition        Report By
 GD1179  HISTORY     - 1976     MONUMENTED       NGS
 GD1179  HISTORY     - 20000901 GOOD             USE
 GD1179  HISTORY     - 20011009 GOOD             3001
 GD1179  HISTORY     - 20020321 GOOD             USACE
 GD1179  HISTORY     - 20030715 GOOD             EMCINC
 GD1179
 GD1179                          STATION DESCRIPTION
 GD1179
 GD1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1179'9.15 MI SW FROM NEW MADRID.
 GD1179'9.15 MILES SOUTHWEST ALONG THE TOP OF LEVEE FROM THE INTERSECTION
 GD1179'OF STATE HIGHWAY WW ON TOP OF LEVEE AND A PRIVATE LEVEE LEEDING
 GD1179'NORTH, 42.5 FEET NORTHWEST OF THE CENTER OF LEVEE, AND 3.0 FEET
 GD1179'NORTHEAST OF MILEPOST 3/4.
 GD1179
 GD1179                          STATION RECOVERY (2000)
 GD1179
 GD1179'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD1179'RECOVERED IN GOOD CONDITION.
 GD1179
 GD1179                          STATION RECOVERY (2001)
 GD1179
 GD1179'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 GD1179'THE STATION IS LOCATED IN MARSTON, MO., NEW MADRID CO., 2.95 MILES
 GD1179'EAST OF MARSON, MO, 6.1
 GD1179'MILES SOUTH OF NEW MADRID, MO. AND 9.2 MILES NORTH-NORTHEAST OF
 GD1179'PORTAGEVILLE, MO.
 GD1179' 
 GD1179'TO REACH THE STATION FROM THE INTERSECTION OF I-55 (EXIT) 40 GO EAST
 GD1179'ON SR EE FOR 0.5 MILES
 GD1179'TO THE INTERSECTION OF SR EE AND CR 403.  PROCEED SOUTH ON CR 403 FOR
 GD1179'1.6 MILES TO THE
 GD1179'INTERSECTION OF CR 403 AND CR 408.  PROCEED EAST FOR 1.6 MILES TO THE
 GD1179'TOP OF THE LEVEE, GO
 GD1179'NORTH FOR 0.3 MILES ON THE LEVEE TO A CHAIN LINK FENCE WITH A GATE.
 GD1179'PROCEED ON FOOT
 GD1179'NORTH ALONG FENCE APPROX. 350 FEET TO THE MARK ON THE SLOPE OF THE
 GD1179'LEVEE.  NOTE- YOU
 GD1179'MAY ALSO DRIVE ALONG TOE OF LEVEE IF THE GROUND IS DRY.
 GD1179' 
 GD1179'THE STATION IS AN NGS BENCHMARK DISK FASTENED TO A METAL ROD WITH A
 GD1179'BASE PLATE BURRIED
 GD1179'INTO THE GROUND.  THE MARKER IS STAMPED M274 1976.  THE MARK IS 42.5
 GD1179'FEET NORTHWEST OF
 GD1179'THE CENTER OF THE LEVEE AND 3.0 FEET NORTHEAST OF MILEPOST 3/4,
 GD1179'APPROXIMATELY 6 FEET
 GD1179'WEST OF THE CHAIN LINK FENCE AROUND A.E.C.I. TREATMENT POND.
 GD1179' 
 GD1179' 
 GD1179'
 GD1179
 GD1179                          STATION RECOVERY (2002)
 GD1179
 GD1179'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1179'THE STATION IS ACTUALLY 600' N. OF LMP 4 OVER 3, AT LOCKED GATE (SOUTH
 GD1179'BOUNDRY OF NORANDA ALUM.)
 GD1179
 GD1179                          STATION RECOVERY (2003)
 GD1179
 GD1179'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 GD1179'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1246 ***********************************************************************
 GD1246  DESIGNATION -  M 275
 GD1246  PID         -  GD1246
 GD1246  STATE/COUNTY-  MO/MISSISSIPPI
 GD1246  USGS QUAD   -  WYATT (1978)
 GD1246
 GD1246                         *CURRENT SURVEY CONTROL
 GD1246  ___________________________________________________________________
 GD1246* NAD 83(1986)-  36 59 11.     (N)    089 12 29.     (W)     SCALED    
 GD1246* NAVD 88     -       101.646  (meters)     333.48   (feet)  ADJUSTED  
 GD1246  ___________________________________________________________________
 GD1246  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1246  DYNAMIC HT  -         101.570 (meters)     333.23  (feet)  COMP
 GD1246  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 GD1246
 GD1246  VERT ORDER  -  FIRST     CLASS I
 GD1246
 GD1246.The horizontal coordinates were scaled from a topographic map and have
 GD1246.an estimated accuracy of +/- 6 seconds.
 GD1246
 GD1246.The orthometric height was determined by differential leveling
 GD1246.and adjusted by the National Geodetic Survey in June 1991..
 GD1246
 GD1246.The geoid height was determined by GEOID03.
 GD1246
 GD1246.The dynamic height is computed by dividing the NAVD 88
 GD1246.geopotential number by the normal gravity value computed on the
 GD1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1246.degrees latitude (g = 980.6199 gals.).
 GD1246
 GD1246.The modeled gravity was interpolated from observed gravity values.
 GD1246
 GD1246;                    North         East    Units  Estimated Accuracy
 GD1246;SPC MO E     -   128,720.      365,010.      MT  (+/- 180 meters Scaled)
 GD1246
 GD1246                          SUPERSEDED SURVEY CONTROL
 GD1246
 GD1246  NGVD 29 (??/??/??)  101.527  (m)          333.09   (f) ADJUSTED    1 1
 GD1246
 GD1246.Superseded values are not recommended for survey control.
 GD1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1246.See file dsdata.txt to determine how the superseded data were derived.
 GD1246
 GD1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF034956(NAD 83)
 GD1246_MARKER: DB = BENCH MARK DISK
 GD1246_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1246+WITH SETTING: INTO GROUND
 GD1246_SP_SET: METAL ROD WITH BASE PLATE
 GD1246_STAMPING: M 275 1976
 GD1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1246+STABILITY: SURFACE MOTION
 GD1246
 GD1246  HISTORY     - Date     Condition        Report By
 GD1246  HISTORY     - 1976     MONUMENTED       NGS
 GD1246
 GD1246                          STATION DESCRIPTION
 GD1246
 GD1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1246'3.65 MI NW FROM BIRDS POINT.
 GD1246'3.65 MILES NW ALONG THE LEVEE LEADING TO COMMERCE FROM THE JUNCTION
 GD1246'WITH A BACKSET LEVEE WHICH IS ALSO US HIGHWAY 60 AND  62, 91.0 FT EAST
 GD1246'OF THE BARBED WIRE FENCE AT THE TOE OF THE LEVEE, 26.3 FT WEST OF
 GD1246'THE CENTERLINE OF THE ROAD ON TOP OF THE LEVEE, AND 5.0 FEET SE
 GD1246'OF MILEPOST 28/29.
 GD1246'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF
 GD1246'4 FEET.  2 FEET BELOW TH TOP OF THE LEVEE.  1 FEET NORTH OF A WITNESS
 GD1246'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1200 ***********************************************************************
 GD1200  DESIGNATION -  M 276
 GD1200  PID         -  GD1200
 GD1200  STATE/COUNTY-  MO/MISSISSIPPI
 GD1200  USGS QUAD   -  BAYOUVILLE (1969)
 GD1200
 GD1200                         *CURRENT SURVEY CONTROL
 GD1200  ___________________________________________________________________
 GD1200* NAD 83(1986)-  36 44 28.     (N)    089 21 31.     (W)     SCALED    
 GD1200* NAVD 88     -        97.731  (meters)     320.64   (feet)  ADJUSTED  
 GD1200  ___________________________________________________________________
 GD1200  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1200  DYNAMIC HT  -          97.656 (meters)     320.39  (feet)  COMP
 GD1200  MODELED GRAV-     979,861.7   (mgal)                       NAVD 88
 GD1200
 GD1200  VERT ORDER  -  FIRST     CLASS I
 GD1200
 GD1200.The horizontal coordinates were scaled from a topographic map and have
 GD1200.an estimated accuracy of +/- 6 seconds.
 GD1200
 GD1200.The orthometric height was determined by differential leveling
 GD1200.and adjusted by the National Geodetic Survey in June 1991..
 GD1200
 GD1200.The geoid height was determined by GEOID03.
 GD1200
 GD1200.The dynamic height is computed by dividing the NAVD 88
 GD1200.geopotential number by the normal gravity value computed on the
 GD1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1200.degrees latitude (g = 980.6199 gals.).
 GD1200
 GD1200.The modeled gravity was interpolated from observed gravity values.
 GD1200
 GD1200;                    North         East    Units  Estimated Accuracy
 GD1200;SPC MO E     -   101,330.      351,940.      MT  (+/- 180 meters Scaled)
 GD1200
 GD1200                          SUPERSEDED SURVEY CONTROL
 GD1200
 GD1200  NGVD 29 (??/??/??)   97.613  (m)          320.25   (f) ADJUSTED    1 1
 GD1200
 GD1200.Superseded values are not recommended for survey control.
 GD1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1200.See file dsdata.txt to determine how the superseded data were derived.
 GD1200
 GD1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF894687(NAD 83)
 GD1200_MARKER: DB = BENCH MARK DISK
 GD1200_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1200+WITH SETTING: INTO GROUND
 GD1200_SP_SET: METAL ROD WITH BASE PLATE
 GD1200_STAMPING: M 276 1976
 GD1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1200+STABILITY: SURFACE MOTION
 GD1200
 GD1200  HISTORY     - Date     Condition        Report By
 GD1200  HISTORY     - 1976     MONUMENTED       NGS
 GD1200
 GD1200                          STATION DESCRIPTION
 GD1200
 GD1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1200'15.2 MI NE FROM NEW MADRID.
 GD1200'15.2 MILES NORTHEAST ALONG THE BIRDS POINT-NEW MADRID LEVEE
 GD1200'FROM THE JUNCTION OF VANDENVENDER AVENUE, 14.0 FEET SOUTH OF
 GD1200'MILEPOST 21/20, 18.0 FEET WEST OF THE CENTER OF THE ROAD ON
 GD1200'TOP OF THE LEVEE, AND 15.4 MILES SOUTHWEST ALONG THE LEVEE
 GD1200'FROM THE INTERSECTION OF STATE ROUTE HH AT WYATT.
 GD1200'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1200'FEET.  2 FEET BELOW THE TOP OF THE LEVEE.  1 FOOT SOUTH OF A WITNESS
 GD1200'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1249 ***********************************************************************
 GD1249  DESIGNATION -  M 277
 GD1249  PID         -  GD1249
 GD1249  STATE/COUNTY-  MO/MISSISSIPPI
 GD1249  USGS QUAD   -  WYATT (1978)
 GD1249
 GD1249                         *CURRENT SURVEY CONTROL
 GD1249  ___________________________________________________________________
 GD1249* NAD 83(1986)-  36 56 33.     (N)    089 10 41.     (W)     SCALED    
 GD1249* NAVD 88     -       100.044  (meters)     328.23   (feet)  ADJUSTED  
 GD1249  ___________________________________________________________________
 GD1249  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GD1249  DYNAMIC HT  -          99.970 (meters)     327.98  (feet)  COMP
 GD1249  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 GD1249
 GD1249  VERT ORDER  -  FIRST     CLASS I
 GD1249
 GD1249.The horizontal coordinates were scaled from a topographic map and have
 GD1249.an estimated accuracy of +/- 6 seconds.
 GD1249
 GD1249.The orthometric height was determined by differential leveling
 GD1249.and adjusted by the National Geodetic Survey in June 1991..
 GD1249
 GD1249.The geoid height was determined by GEOID03.
 GD1249
 GD1249.The dynamic height is computed by dividing the NAVD 88
 GD1249.geopotential number by the normal gravity value computed on the
 GD1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1249.degrees latitude (g = 980.6199 gals.).
 GD1249
 GD1249.The modeled gravity was interpolated from observed gravity values.
 GD1249
 GD1249;                    North         East    Units  Estimated Accuracy
 GD1249;SPC MO E     -   123,890.      367,750.      MT  (+/- 180 meters Scaled)
 GD1249
 GD1249                          SUPERSEDED SURVEY CONTROL
 GD1249
 GD1249  NGVD 29 (??/??/??)   99.925  (m)          327.84   (f) ADJUSTED    1 1
 GD1249
 GD1249.Superseded values are not recommended for survey control.
 GD1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1249.See file dsdata.txt to determine how the superseded data were derived.
 GD1249
 GD1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF060907(NAD 83)
 GD1249_MARKER: DB = BENCH MARK DISK
 GD1249_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GD1249+WITH SETTING: INTO GROUND
 GD1249_SP_SET: METAL ROD WITH BASE PLATE
 GD1249_STAMPING: M 277 1976
 GD1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1249+STABILITY: SURFACE MOTION
 GD1249
 GD1249  HISTORY     - Date     Condition        Report By
 GD1249  HISTORY     - 1976     MONUMENTED       NGS
 GD1249
 GD1249                          STATION DESCRIPTION
 GD1249
 GD1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1249'2.9 MI NE FROM WYATT.
 GD1249'2.9 MILES NORTHEAST ALONG THE LEVEE FROM THE INTERSECTION OF
 GD1249'STATE ROUTE HH, 2.1 MILES SOUTHWEST ALONG THE LEVEE FROM THE
 GD1249'JUNCTION OF BIRDS POINT-NEW MADRID LEVEE AND LEVEE LEADING
 GD1249'NORTHWEST TO COMMERCE AT BIRDS POINT, 2.2 FEET SOUTHWEST OF
 GD1249'MILEPOST 2/3, 21.0 FEET NORTHWEST OF THE CENTERLINE OF STATE
 GD1249'HIGHWAY (62+60), 130.0 FEET SOUTHWEST OF A BLACKTOP DRIVEWAY
 GD1249'FOR HOUSE AND BARN, 82.0 FEET SOUTHEAST OF A POWER POLE.
 GD1249'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 GD1249'FEET ENCASED IN A PIPE PROJECTING 1 INCH.  1 FEET BELOW THE TOP OF A
 GD1249'LEVEE.  2 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1063 ***********************************************************************
 GD1063  DESIGNATION -  M 278
 GD1063  PID         -  GD1063
 GD1063  STATE/COUNTY-  MO/PEMISCOT
 GD1063  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1063
 GD1063                         *CURRENT SURVEY CONTROL
 GD1063  ___________________________________________________________________
 GD1063* NAD 83(1986)-  36 11 48.     (N)    089 39 42.     (W)     SCALED    
 GD1063* NAVD 88     -        82.395  (meters)     270.32   (feet)  ADJUSTED  
 GD1063  ___________________________________________________________________
 GD1063  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 GD1063  DYNAMIC HT  -          82.327 (meters)     270.10  (feet)  COMP
 GD1063  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 GD1063
 GD1063  VERT ORDER  -  FIRST     CLASS I
 GD1063
 GD1063.The horizontal coordinates were scaled from a topographic map and have
 GD1063.an estimated accuracy of +/- 6 seconds.
 GD1063
 GD1063.The orthometric height was determined by differential leveling
 GD1063.and adjusted by the National Geodetic Survey in June 1991..
 GD1063
 GD1063.The geoid height was determined by GEOID03.
 GD1063
 GD1063.The dynamic height is computed by dividing the NAVD 88
 GD1063.geopotential number by the normal gravity value computed on the
 GD1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1063.degrees latitude (g = 980.6199 gals.).
 GD1063
 GD1063.The modeled gravity was interpolated from observed gravity values.
 GD1063
 GD1063;                    North         East    Units  Estimated Accuracy
 GD1063;SPC MO E     -    40,640.      325,400.      MT  (+/- 180 meters Scaled)
 GD1063
 GD1063                          SUPERSEDED SURVEY CONTROL
 GD1063
 GD1063  NGVD 29 (??/??/??)   82.310  (m)          270.05   (f) ADJUSTED    1 1
 GD1063
 GD1063.Superseded values are not recommended for survey control.
 GD1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1063.See file dsdata.txt to determine how the superseded data were derived.
 GD1063
 GD1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF606090(NAD 83)
 GD1063_MARKER: DB = BENCH MARK DISK
 GD1063_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1063_SP_SET: COPPER-CLAD STEEL ROD
 GD1063_STAMPING: M 278 1976
 GD1063_MARK LOGO: NGS   
 GD1063_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1063+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 GD1063
 GD1063  HISTORY     - Date     Condition        Report By
 GD1063  HISTORY     - 1976     MONUMENTED       NGS
 GD1063  HISTORY     - 20001121 GOOD             NGS
 GD1063  HISTORY     - 20001121 GOOD             USACE
 GD1063  HISTORY     - 20020711 GOOD             USACE
 GD1063
 GD1063                          STATION DESCRIPTION
 GD1063
 GD1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1063'IN CARUTHERSVILLE.
 GD1063'0.2 MILE WEST ON WEST THIRD STREET FROM THE POST OFFICE, 37.9 FEET
 GD1063'SOUTHWEST OF A POWER POLE, 43.2 FEET NORTHWEST OF THE CENTER OF
 GD1063'THE MAIN ENTRANCE TO THE NATIONAL GUARD BUILDING, 4.9 FEET NORTH-
 GD1063'EAST OF THE MAIN WALL, 10.8 FEET NORTHEAST OF THE NORTH CORNER OF
 GD1063'BUILDING, AND 59.6 FEET SOUTHWEST OF THE CENTERLINE OF THIRD STREET.
 GD1063
 GD1063                          STATION RECOVERY (2000)
 GD1063
 GD1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMH)
 GD1063'RECOVERED IN GOOD CONDITION.
 GD1063
 GD1063                          STATION RECOVERY (2000)
 GD1063
 GD1063'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2000 (JMH)
 GD1063'MARK RECOVERED IN GOOD CONDITION.
 GD1063
 GD1063                          STATION RECOVERY (2002)
 GD1063
 GD1063'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1027 ***********************************************************************
 GD1027  DESIGNATION -  M 279
 GD1027  PID         -  GD1027
 GD1027  STATE/COUNTY-  MO/PEMISCOT
 GD1027  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1027
 GD1027                         *CURRENT SURVEY CONTROL
 GD1027  ___________________________________________________________________
 GD1027* NAD 83(1986)-  36 02 48.     (N)    089 43 09.     (W)     SCALED    
 GD1027* NAVD 88     -        85.919  (meters)     281.89   (feet)  ADJUSTED  
 GD1027  ___________________________________________________________________
 GD1027  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GD1027  DYNAMIC HT  -          85.847 (meters)     281.65  (feet)  COMP
 GD1027  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 GD1027
 GD1027  VERT ORDER  -  FIRST     CLASS I
 GD1027
 GD1027.The horizontal coordinates were scaled from a topographic map and have
 GD1027.an estimated accuracy of +/- 6 seconds.
 GD1027
 GD1027.The orthometric height was determined by differential leveling
 GD1027.and adjusted by the National Geodetic Survey in June 1991..
 GD1027
 GD1027.The geoid height was determined by GEOID03.
 GD1027
 GD1027.The dynamic height is computed by dividing the NAVD 88
 GD1027.geopotential number by the normal gravity value computed on the
 GD1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1027.degrees latitude (g = 980.6199 gals.).
 GD1027
 GD1027.The modeled gravity was interpolated from observed gravity values.
 GD1027
 GD1027;                    North         East    Units  Estimated Accuracy
 GD1027;SPC MO E     -    23,950.      320,360.      MT  (+/- 180 meters Scaled)
 GD1027
 GD1027                          SUPERSEDED SURVEY CONTROL
 GD1027
 GD1027  NGVD 29 (??/??/??)   85.843  (m)          281.64   (f) ADJUSTED    1 1
 GD1027
 GD1027.Superseded values are not recommended for survey control.
 GD1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1027.See file dsdata.txt to determine how the superseded data were derived.
 GD1027
 GD1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE550925(NAD 83)
 GD1027_MARKER: DV = VERTICAL CONTROL DISK
 GD1027_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GD1027_SP_SET: COPPER-CLAD STEEL ROD
 GD1027_STAMPING: M 279 1976
 GD1027_MARK LOGO: NGS   
 GD1027_PROJECTION: FLUSH
 GD1027_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1027+STABILITY: SURFACE MOTION
 GD1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1027+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 GD1027_ROD/PIPE-DEPTH: 31.7 meters
 GD1027
 GD1027  HISTORY     - Date     Condition        Report By
 GD1027  HISTORY     - 1976     MONUMENTED       NGS
 GD1027  HISTORY     - 19970721 GOOD             MODNR
 GD1027  HISTORY     - 20020730 GOOD             USACE
 GD1027
 GD1027                          STATION DESCRIPTION
 GD1027
 GD1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1027'6.9 MI NE FROM HUFFMAN.
 GD1027'0.15 MILE EAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE HIGH-
 GD1027'WAYS 137 AND 150 AT HUFFMAN, THENCE 6.9 MILES NORTHEAST ALONG THE
 GD1027'LEVEE, 10.0 FEET NORTHWEST OF THE CENTER OF LEVEE, AND 6.3 FEET
 GD1027'SOUTHEAST OF MILEPOST 43/44.  1 FOOT BELOW LEVEE.  1 FOOT NORTHWEST OF
 GD1027'A WITNESS POST.
 GD1027
 GD1027                          STATION RECOVERY (1997)
 GD1027
 GD1027'RECOVERY NOTE BY MO DEPT OF NAT RES 1997 (MJC)
 GD1027'RECOVERED AS DESCRIBED.
 GD1027
 GD1027                          STATION RECOVERY (2002)
 GD1027
 GD1027'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1027'THE STATION IS 3 FT S OF CARSONITE WITNESS POST, BETWEEN TWO IRON
 GD1027'RAILS OF CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD0913 ***********************************************************************
 GD0913  DESIGNATION -  M 28
 GD0913  PID         -  GD0913
 GD0913  STATE/COUNTY-  MO/PEMISCOT
 GD0913  USGS QUAD   -  DEERING (1978)
 GD0913
 GD0913                         *CURRENT SURVEY CONTROL
 GD0913  ___________________________________________________________________
 GD0913* NAD 83(1986)-  36 11 23.     (N)    089 54 03.     (W)     SCALED    
 GD0913* NAVD 88     -        78.705  (meters)     258.22   (feet)  ADJUSTED  
 GD0913  ___________________________________________________________________
 GD0913  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GD0913  DYNAMIC HT  -          78.639 (meters)     258.00  (feet)  COMP
 GD0913  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 GD0913
 GD0913  VERT ORDER  -  SECOND    CLASS 0
 GD0913
 GD0913.The horizontal coordinates were scaled from a topographic map and have
 GD0913.an estimated accuracy of +/- 6 seconds.
 GD0913
 GD0913.The orthometric height was determined by differential leveling
 GD0913.and adjusted by the National Geodetic Survey in June 1991..
 GD0913
 GD0913.The geoid height was determined by GEOID03.
 GD0913
 GD0913.The dynamic height is computed by dividing the NAVD 88
 GD0913.geopotential number by the normal gravity value computed on the
 GD0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0913.degrees latitude (g = 980.6199 gals.).
 GD0913
 GD0913.The modeled gravity was interpolated from observed gravity values.
 GD0913
 GD0913;                    North         East    Units  Estimated Accuracy
 GD0913;SPC MO E     -    39,710.      303,890.      MT  (+/- 180 meters Scaled)
 GD0913
 GD0913                          SUPERSEDED SURVEY CONTROL
 GD0913
 GD0913  NGVD 29 (??/??/??)   78.658  (m)          258.06   (f) ADJUSTED    2 0
 GD0913
 GD0913.Superseded values are not recommended for survey control.
 GD0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0913.See file dsdata.txt to determine how the superseded data were derived.
 GD0913
 GD0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF391088(NAD 83)
 GD0913_MARKER: DB = BENCH MARK DISK
 GD0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0913_STAMPING: M 28 1933
 GD0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0913+STABILITY: SURFACE MOTION
 GD0913
 GD0913  HISTORY     - Date     Condition        Report By
 GD0913  HISTORY     - 1933     MONUMENTED       CGS
 GD0913  HISTORY     - 20020711 MARK NOT FOUND   USACE
 GD0913
 GD0913                          STATION DESCRIPTION
 GD0913
 GD0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GD0913'1 MI W FROM DEERING.
 GD0913'ABOUT 1 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 GD0913'DEERING, PEMISCOT COUNTY, 15 FEET EAST OF POLE 84/18, 238.6
 GD0913'FEET WEST OF THE POINT OF A SWITCH AT THE JUNCTION OF THE EAST
 GD0913'LEG OF A WYE, AND 13.6 FEET NORTH OF THE TRACK.  A STANDARD
 GD0913'DISK, STAMPED M 28 1933 AND SET IN THE TOP OF A CONCRETE POST.
 GD0913
 GD0913                          STATION RECOVERY (2002)
 GD0913
 GD0913'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2108 ***********************************************************************
 JD2108  DESIGNATION -  M 280
 JD2108  PID         -  JD2108
 JD2108  STATE/COUNTY-  MO/JOHNSON
 JD2108  USGS QUAD   -  CORNELIA (1955)
 JD2108
 JD2108                         *CURRENT SURVEY CONTROL
 JD2108  ___________________________________________________________________
 JD2108* NAD 83(1997)-  38 43 38.26366(N)    093 43 57.30412(W)     ADJUSTED  
 JD2108* NAVD 88     -       265.066  (meters)     869.64   (feet)  ADJUSTED  
 JD2108  ___________________________________________________________________
 JD2108  X           -    -324,360.135 (meters)                     COMP
 JD2108  Y           -  -4,971,935.313 (meters)                     COMP
 JD2108  Z           -   3,968,890.044 (meters)                     COMP
 JD2108  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JD2108  ELLIP HEIGHT-         232.36  (meters)          (02/17/00) GPS OBS
 JD2108  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD2108  DYNAMIC HT  -         264.885 (meters)     869.04  (feet)  COMP
 JD2108  MODELED GRAV-     979,939.1   (mgal)                       NAVD 88
 JD2108
 JD2108  HORZ ORDER  -  THIRD
 JD2108  VERT ORDER  -  SECOND    CLASS 0
 JD2108  ELLP ORDER  -  FOURTH    CLASS I
 JD2108
 JD2108.The horizontal coordinates were established by GPS observations
 JD2108.and adjusted by the National Geodetic Survey in February 2000..
 JD2108
 JD2108.The orthometric height was determined by differential leveling
 JD2108.and adjusted by the National Geodetic Survey in June 1991..
 JD2108
 JD2108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2108
 JD2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2108
 JD2108.The ellipsoidal height was determined by GPS observations
 JD2108.and is referenced to NAD 83.
 JD2108
 JD2108.The geoid height was determined by GEOID03.
 JD2108
 JD2108.The dynamic height is computed by dividing the NAVD 88
 JD2108.geopotential number by the normal gravity value computed on the
 JD2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2108.degrees latitude (g = 980.6199 gals.).
 JD2108
 JD2108.The modeled gravity was interpolated from observed gravity values.
 JD2108
 JD2108;                    North         East     Units Scale Factor Converg.
 JD2108;SPC MO W     -   284,457.043   916,729.388   MT  0.99999599   +0 28 48.4
 JD2108;UTM  15      - 4,286,769.671   436,321.061   MT  0.99964993   -0 27 30.0
 JD2108
 JD2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2108!SPC MO W     -   0.99996354  x   0.99999599  =   0.99995953
 JD2108!UTM  15      -   0.99996354  x   0.99964993  =   0.99961349
 JD2108
 JD2108                          SUPERSEDED SURVEY CONTROL
 JD2108
 JD2108  NAD 83(1997)-  38 43 38.26386(N)    093 43 57.30414(W) AD(       ) 3
 JD2108  NAD 83(1986)-  38 43 38.27301(N)    093 43 57.30197(W) AD(       ) 3
 JD2108  NGVD 29 (??/??/92)  264.967  (m)          869.31   (f) ADJ UNCH    2 0
 JD2108
 JD2108.Superseded values are not recommended for survey control.
 JD2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2108.See file dsdata.txt to determine how the superseded data were derived.
 JD2108
 JD2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3632186770(NAD 83)
 JD2108_MARKER: DB = BENCH MARK DISK
 JD2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2108_SP_SET: CONCRETE POST
 JD2108_STAMPING: M 280 1963
 JD2108_MARK LOGO: CGS   
 JD2108_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2108+STABILITY: SURFACE MOTION
 JD2108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2108+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 JD2108
 JD2108  HISTORY     - Date     Condition        Report By
 JD2108  HISTORY     - 1963     MONUMENTED       CGS
 JD2108  HISTORY     - 19910419 GOOD             NGS
 JD2108  HISTORY     - 20050901 GOOD             INDIV
 JD2108
 JD2108                          STATION DESCRIPTION
 JD2108
 JD2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2108'2.5 MI S FROM WARRENSBURG.
 JD2108'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2108'AT WARRENSBURG, IN S 1, R 26 W, T 45 N, AT THE NORTHEAST CORNER
 JD2108'OF A METAL FENCE AROUND A LARGE CEMETERY, 40 FEET WEST OF THE
 JD2108'CENTERLINE OF THE HIGHWAY, 16.5 FEET SOUTH OF THE CENTERLINE OF A
 JD2108'NARROW DIRT ROAD LEADING WEST, 3 FEET NORTHWEST OF THE CEMETERY
 JD2108'FENCE CORNER, 1.5 FEET NORTH OF AN EAST-WEST FENCE, 1.7 FEET EAST
 JD2108'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 JD2108'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JD2108
 JD2108                          STATION RECOVERY (1991)
 JD2108
 JD2108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JD2108'STATION IS LOCATED ABOUT 4 KM (2.5 MI) SOUTH OF WARRENSBURG, ALONG
 JD2108'STATE HIGHWAY 13, AT THE NORTHEAST CORNER OF A LARGE CEMETERY, ON THE
 JD2108'RIGHT-OF-WAY OF A GRAVEL ROAD.  OWNERSHIP--STATE OF MISSOURI
 JD2108'DEPARTMENT OF TRANSPORTATION.
 JD2108'TO REACH FROM THE JUNCTION OF STATE ROUTE 13 AND COUNTY ROAD DD AT THE
 JD2108'SOUTH EDGE OF WARRENSBURG, GO SOUTH ON ROUTE 13 FOR 1.30 KM
 JD2108'(0.81 MI) TO ITS JUNCTION WITH COUNTY ROAD BB ON THE RIGHT.  CONTINUE
 JD2108'AHEAD ON ROUTE 13 FOR 0.81 KM (0.50 MI) TO A GRAVEL ROAD RIGHT AND
 JD2108'STATION ON THE RIGHT AT THE NORTHEAST CORNER OF A CEMETERY CHAIN LINK
 JD2108'FENCE.
 JD2108'STATION IS SET IN THE TOP OF A 20-CM ROUND CONCRETE POST FLUSH WITH
 JD2108'THE GROUND, LOCATED 12.3 M (40.4 FT) WEST OF AND SLIGHTLY HIGHER THAN
 JD2108'THE HIGHWAY CENTER, 5.0 M (16.4 FT) SOUTH OF THE GRAVEL ROAD CENTER,
 JD2108'3.2 M (10.5 FT) WEST OF UTILITY POLE 128 170, 0.8 M (2.6 FT)
 JD2108'NORTHWEST OF NORTHEAST CORNER OF CEMETERY PERIMETER FENCE, 0.5 M
 JD2108'(1.6 FT) EAST OF A METAL WITNESS POST AND 0.5 M (1.6 FT) NORTH OF THE
 JD2108'FENCE.
 JD2108
 JD2108                          STATION RECOVERY (2005)
 JD2108
 JD2108'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD2108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0496 ***********************************************************************
 JD0496  DESIGNATION -  M 281
 JD0496  PID         -  JD0496
 JD0496  STATE/COUNTY-  MO/COOPER
 JD0496  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0496
 JD0496                         *CURRENT SURVEY CONTROL
 JD0496  ___________________________________________________________________
 JD0496* NAD 83(1986)-  38 56 04.     (N)    092 54 02.     (W)     SCALED    
 JD0496* NAVD 88     -       186.012  (meters)     610.27   (feet)  ADJUSTED  
 JD0496  ___________________________________________________________________
 JD0496  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0496  DYNAMIC HT  -         185.893 (meters)     609.88  (feet)  COMP
 JD0496  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 JD0496
 JD0496  VERT ORDER  -  SECOND    CLASS 0
 JD0496
 JD0496.The horizontal coordinates were scaled from a topographic map and have
 JD0496.an estimated accuracy of +/- 6 seconds.
 JD0496
 JD0496.The orthometric height was determined by differential leveling
 JD0496.and adjusted by the National Geodetic Survey in June 1991..
 JD0496
 JD0496.The geoid height was determined by GEOID03.
 JD0496
 JD0496.The dynamic height is computed by dividing the NAVD 88
 JD0496.geopotential number by the normal gravity value computed on the
 JD0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0496.degrees latitude (g = 980.6199 gals.).
 JD0496
 JD0496.The modeled gravity was interpolated from observed gravity values.
 JD0496
 JD0496;                    North         East    Units  Estimated Accuracy
 JD0496;SPC MO C     -   344,230.      465,270.      MT  (+/- 180 meters Scaled)
 JD0496
 JD0496                          SUPERSEDED SURVEY CONTROL
 JD0496
 JD0496  NGVD 29 (??/??/92)  185.944  (m)          610.05   (f) ADJ UNCH    2 0
 JD0496
 JD0496.Superseded values are not recommended for survey control.
 JD0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0496.See file dsdata.txt to determine how the superseded data were derived.
 JD0496
 JD0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD086095(NAD 83)
 JD0496_MARKER: DB = BENCH MARK DISK
 JD0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD0496_SP_SET: BRIDGE
 JD0496_STAMPING: M 281 1962
 JD0496_MARK LOGO: CGS   
 JD0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD0496
 JD0496  HISTORY     - Date     Condition        Report By
 JD0496  HISTORY     - 1962     MONUMENTED       CGS
 JD0496  HISTORY     - 19920811 GOOD             MODNR
 JD0496
 JD0496                          STATION DESCRIPTION
 JD0496
 JD0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0496'10.6 MI W FROM BOONVILLE.
 JD0496'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI KANSAS TEXAS
 JD0496'RAILROAD FROM THE STATION AT BOONVILLE, THENCE 5.7 MILES WEST
 JD0496'ALONG STATE HIGHWAY 41, THENCE 2.1 MILES WEST ALONG U.S. HIGHWAY
 JD0496'40 AND INTERSTATE HIGHWAY 70, SET IN THE TOP OF THE WEST END
 JD0496'OF THE NORTH SIDE OF A BRIDGE OVER A CREEK ON THE EASTBOUND
 JD0496'TRAFFIC LANE, 18 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND
 JD0496'TRAFFIC LANE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 JD0496
 JD0496                          STATION RECOVERY (1992)
 JD0496
 JD0496'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2829 ***********************************************************************
 JD2829  DESIGNATION -  M 281 RESET
 JD2829  PID         -  JD2829
 JD2829  STATE/COUNTY-  MO/COOPER
 JD2829  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD2829
 JD2829                         *CURRENT SURVEY CONTROL
 JD2829  ___________________________________________________________________
 JD2829* NAD 83(1986)-  38 56 04.     (N)    092 54 02.     (W)     SCALED    
 JD2829* NAVD 88     -       189.59   (meters)     622.0    (feet)  RESET     
 JD2829  ___________________________________________________________________
 JD2829  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2829
 JD2829  VERT ORDER  -  THIRD
 JD2829
 JD2829.The horizontal coordinates were scaled from a topographic map and have
 JD2829.an estimated accuracy of +/- 6 seconds.
 JD2829
 JD2829.The orthometric height was computed from unverified reset data.
 JD2829.No vertical observational check was made to the station.
 JD2829
 JD2829.The geoid height was determined by GEOID03.
 JD2829
 JD2829;                    North         East    Units  Estimated Accuracy
 JD2829;SPC MO C     -   344,230.      465,270.      MT  (+/- 180 meters Scaled)
 JD2829
 JD2829                          SUPERSEDED SURVEY CONTROL
 JD2829
 JD2829  NGVD 29 (02/22/06)  189.53   (m)          621.8    (f) RESET       3  
 JD2829
 JD2829.Superseded values are not recommended for survey control.
 JD2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2829.See file dsdata.txt to determine how the superseded data were derived.
 JD2829
 JD2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD086095(NAD 83)
 JD2829_MARKER: DV = VERTICAL CONTROL DISK
 JD2829_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JD2829_SP_SET: BRIDGE ABUTMENT
 JD2829_STAMPING: M 281 RESET 1992
 JD2829_MARK LOGO: NGS   
 JD2829_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2829+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2829
 JD2829  HISTORY     - Date     Condition        Report By
 JD2829  HISTORY     - 1992     MONUMENTED       MODNR
 JD2829
 JD2829                          STATION DESCRIPTION
 JD2829
 JD2829'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2829'THE STATION WAS SET IN THE NW END OF THE BRIDGE OVER CHOUTEAU CREEK.
 JD2829'TO REACH THE STATION FROM THE OVERPASS OF HIGHWAY 5 ON INTERSTATE 70,
 JD2829'GO WEST ON I 70 FOR 6.7 MILES TO THE BRIDGE AND BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0714 ***********************************************************************
 JD0714  DESIGNATION -  M 282
 JD0714  PID         -  JD0714
 JD0714  STATE/COUNTY-  MO/SALINE
 JD0714  USGS QUAD   -  SWEET SPRINGS (1973)
 JD0714
 JD0714                         *CURRENT SURVEY CONTROL
 JD0714  ___________________________________________________________________
 JD0714* NAD 83(1986)-  38 58 32.     (N)    093 23 49.     (W)     SCALED    
 JD0714* NAVD 88     -       211.187  (meters)     692.87   (feet)  ADJUSTED  
 JD0714  ___________________________________________________________________
 JD0714  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD0714  DYNAMIC HT  -         211.052 (meters)     692.43  (feet)  COMP
 JD0714  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 JD0714
 JD0714  VERT ORDER  -  SECOND    CLASS 0
 JD0714
 JD0714.The horizontal coordinates were scaled from a topographic map and have
 JD0714.an estimated accuracy of +/- 6 seconds.
 JD0714
 JD0714.The orthometric height was determined by differential leveling
 JD0714.and adjusted by the National Geodetic Survey in June 1991..
 JD0714
 JD0714.The geoid height was determined by GEOID03.
 JD0714
 JD0714.The dynamic height is computed by dividing the NAVD 88
 JD0714.geopotential number by the normal gravity value computed on the
 JD0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0714.degrees latitude (g = 980.6199 gals.).
 JD0714
 JD0714.The modeled gravity was interpolated from observed gravity values.
 JD0714
 JD0714;                    North         East    Units  Estimated Accuracy
 JD0714;SPC MO C     -   349,100.      422,280.      MT  (+/- 180 meters Scaled)
 JD0714
 JD0714                          SUPERSEDED SURVEY CONTROL
 JD0714
 JD0714  NGVD 29 (??/??/92)  211.099  (m)          692.58   (f) ADJ UNCH    2 0
 JD0714
 JD0714.Superseded values are not recommended for survey control.
 JD0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0714.See file dsdata.txt to determine how the superseded data were derived.
 JD0714
 JD0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD656141(NAD 83)
 JD0714_MARKER: DB = BENCH MARK DISK
 JD0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0714_SP_SET: CULVERT
 JD0714_STAMPING: M 282 1962
 JD0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0714
 JD0714  HISTORY     - Date     Condition        Report By
 JD0714  HISTORY     - 1962     MONUMENTED       CGS
 JD0714
 JD0714                          STATION DESCRIPTION
 JD0714
 JD0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JD0714'1.9 MI NE FROM SWEET SPRINGS.
 JD0714'ABOUT 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE MISSOURI
 JD0714'PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE 1.1 MILES
 JD0714'EAST ALONG INTERSTATE 70, IN THE WEST END OF THE SOUTH CONCRETE
 JD0714'HEADWALL OF A 15 X 10 FOOT CONCRETE CULVERT, 30 FEET SOUTH OF
 JD0714'THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 0.5 FOOT EAST
 JD0714'OF THE WEST END OF THE HEADWALL, ABOUT 2 FEET BELOW THE INTERSTATE,
 JD0714'A DISK DRILLED IN THE CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0677 ***********************************************************************
 KD0677  DESIGNATION -  M 283
 KD0677  PID         -  KD0677
 KD0677  STATE/COUNTY-  MO/LAFAYETTE
 KD0677  USGS QUAD   -  HIGGINSVILLE (1978)
 KD0677
 KD0677                         *CURRENT SURVEY CONTROL
 KD0677  ___________________________________________________________________
 KD0677* NAD 83(1986)-  39 00 05.     (N)    093 39 29.     (W)     SCALED    
 KD0677* NAVD 88     -       235.660  (meters)     773.16   (feet)  ADJUSTED  
 KD0677  ___________________________________________________________________
 KD0677  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KD0677  DYNAMIC HT  -         235.508 (meters)     772.66  (feet)  COMP
 KD0677  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 KD0677
 KD0677  VERT ORDER  -  SECOND    CLASS 0
 KD0677
 KD0677.The horizontal coordinates were scaled from a topographic map and have
 KD0677.an estimated accuracy of +/- 6 seconds.
 KD0677
 KD0677.The orthometric height was determined by differential leveling
 KD0677.and adjusted by the National Geodetic Survey in June 1991..
 KD0677
 KD0677.The geoid height was determined by GEOID03.
 KD0677
 KD0677.The dynamic height is computed by dividing the NAVD 88
 KD0677.geopotential number by the normal gravity value computed on the
 KD0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0677.degrees latitude (g = 980.6199 gals.).
 KD0677
 KD0677.The modeled gravity was interpolated from observed gravity values.
 KD0677
 KD0677;                    North         East    Units  Estimated Accuracy
 KD0677;SPC MO W     -   314,940.      922,930.      MT  (+/- 180 meters Scaled)
 KD0677
 KD0677                          SUPERSEDED SURVEY CONTROL
 KD0677
 KD0677  NGVD 29 (??/??/92)  235.572  (m)          772.87   (f) ADJ UNCH    2 0
 KD0677
 KD0677.Superseded values are not recommended for survey control.
 KD0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0677.See file dsdata.txt to determine how the superseded data were derived.
 KD0677
 KD0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD430171(NAD 83)
 KD0677_MARKER: DB = BENCH MARK DISK
 KD0677_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0677_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0677_STAMPING: M 283 1962
 KD0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0677
 KD0677  HISTORY     - Date     Condition        Report By
 KD0677  HISTORY     - 1962     MONUMENTED       CGS
 KD0677
 KD0677                          STATION DESCRIPTION
 KD0677
 KD0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0677'5.2 MI NW FROM CONCORDIA.
 KD0677'5.25 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0677'STATION AT CONCORDIA, NEAR THE FIFTH POLE NORTHWEST OF MILEPOLE
 KD0677'225, 30 FEET NORTH OF THE NORTH RAIL, 4 FEET SOUTH OF A FENCE,
 KD0677'2.5 FEET WEST OF A TELEPHONE POLE, 1.5 FEET EAST OF A WITNESS POST,
 KD0677'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE TOP OF
 KD0677'AN IRON PIPE THAT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0534 ***********************************************************************
 KD0534  DESIGNATION -  M 284
 KD0534  PID         -  KD0534
 KD0534  STATE/COUNTY-  MO/SALINE
 KD0534  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0534
 KD0534                         *CURRENT SURVEY CONTROL
 KD0534  ___________________________________________________________________
 KD0534* NAD 83(1986)-  39 03 24.     (N)    093 12 47.     (W)     SCALED    
 KD0534* NAVD 88     -       221.815  (meters)     727.74   (feet)  ADJUSTED  
 KD0534  ___________________________________________________________________
 KD0534  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD0534  DYNAMIC HT  -         221.676 (meters)     727.28  (feet)  COMP
 KD0534  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 KD0534
 KD0534  VERT ORDER  -  SECOND    CLASS 0
 KD0534
 KD0534.The horizontal coordinates were scaled from a topographic map and have
 KD0534.an estimated accuracy of +/- 6 seconds.
 KD0534
 KD0534.The orthometric height was determined by differential leveling
 KD0534.and adjusted by the National Geodetic Survey in June 1991..
 KD0534
 KD0534.The geoid height was determined by GEOID03.
 KD0534
 KD0534.The dynamic height is computed by dividing the NAVD 88
 KD0534.geopotential number by the normal gravity value computed on the
 KD0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0534.degrees latitude (g = 980.6199 gals.).
 KD0534
 KD0534.The modeled gravity was interpolated from observed gravity values.
 KD0534
 KD0534;                    North         East    Units  Estimated Accuracy
 KD0534;SPC MO C     -   357,960.      438,280.      MT  (+/- 180 meters Scaled)
 KD0534
 KD0534                          SUPERSEDED SURVEY CONTROL
 KD0534
 KD0534  NGVD 29 (??/??/92)  221.741  (m)          727.50   (f) ADJ UNCH    2 0
 KD0534
 KD0534.Superseded values are not recommended for survey control.
 KD0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0534.See file dsdata.txt to determine how the superseded data were derived.
 KD0534
 KD0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD815230(NAD 83)
 KD0534_MARKER: DB = BENCH MARK DISK
 KD0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0534_STAMPING: M 284 1962
 KD0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0534+STABILITY: SURFACE MOTION
 KD0534
 KD0534  HISTORY     - Date     Condition        Report By
 KD0534  HISTORY     - 1962     MONUMENTED       CGS
 KD0534  HISTORY     - 1963     GOOD             NGS
 KD0534
 KD0534                          STATION DESCRIPTION
 KD0534
 KD0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0534'5.6 MI SW FROM MARSHALL.
 KD0534'ABOUT 0.1 MILE EAST ALONG A STREET FROM THE COURT HOUSE AT MARSHALL,
 KD0534'THENCE 4.5 MILE SOUTH ALONG U.S. HIGHWAY 65, THENCE 1.05 MILE
 KD0534'WEST ALONG A GRAVELED ROAD, AT A Y ROAD INTERSECTION, 84 FEET SOUTH
 KD0534'OF THE CENTERLINE OF THE GRAVELED ROAD, 39 FEET EAST OF THE
 KD0534'CENTERLINE OF THE SIDE ROAD, 18 FEET EAST OF A POWER POLE, 4 FEET
 KD0534'NORTHEAST OF A GATE POST, 1.5 FEET WEST OF A WITNESS POST, ABOUT
 KD0534'3 FEET LOWER THAN THE ROAD, A DISK IN THE TOP OF A CONCRETE POST
 KD0534'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0598 ***********************************************************************
 KD0598  DESIGNATION -  M 285
 KD0598  PID         -  KD0598
 KD0598  STATE/COUNTY-  MO/LAFAYETTE
 KD0598  USGS QUAD   -  LEXINGTON EAST (1978)
 KD0598
 KD0598                         *CURRENT SURVEY CONTROL
 KD0598  ___________________________________________________________________
 KD0598* NAD 83(1986)-  39 12 10.     (N)    093 48 44.     (W)     SCALED    
 KD0598* NAVD 88     -       207.940  (meters)     682.22   (feet)  ADJUSTED  
 KD0598  ___________________________________________________________________
 KD0598  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0598  DYNAMIC HT  -         207.810 (meters)     681.79  (feet)  COMP
 KD0598  MODELED GRAV-     980,001.7   (mgal)                       NAVD 88
 KD0598
 KD0598  VERT ORDER  -  FIRST     CLASS II
 KD0598
 KD0598.The horizontal coordinates were scaled from a topographic map and have
 KD0598.an estimated accuracy of +/- 6 seconds.
 KD0598
 KD0598.The orthometric height was determined by differential leveling
 KD0598.and adjusted by the National Geodetic Survey in June 1991..
 KD0598
 KD0598.The geoid height was determined by GEOID03.
 KD0598
 KD0598.The dynamic height is computed by dividing the NAVD 88
 KD0598.geopotential number by the normal gravity value computed on the
 KD0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0598.degrees latitude (g = 980.6199 gals.).
 KD0598
 KD0598.The modeled gravity was interpolated from observed gravity values.
 KD0598
 KD0598;                    North         East    Units  Estimated Accuracy
 KD0598;SPC MO W     -   337,190.      909,410.      MT  (+/- 180 meters Scaled)
 KD0598
 KD0598                          SUPERSEDED SURVEY CONTROL
 KD0598
 KD0598  NGVD 29 (??/??/92)  207.844  (m)          681.90   (f) ADJ UNCH    1 2
 KD0598
 KD0598.Superseded values are not recommended for survey control.
 KD0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0598.See file dsdata.txt to determine how the superseded data were derived.
 KD0598
 KD0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD298395(NAD 83)
 KD0598_MARKER: DB = BENCH MARK DISK
 KD0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0598_STAMPING: M 285 1962
 KD0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0598+STABILITY: SURFACE MOTION
 KD0598
 KD0598  HISTORY     - Date     Condition        Report By
 KD0598  HISTORY     - 1962     MONUMENTED       CGS
 KD0598  HISTORY     - 1986     MARK NOT FOUND   NGS
 KD0598
 KD0598                          STATION DESCRIPTION
 KD0598
 KD0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0598'6 MI NE FROM MYRICK STATION.
 KD0598'6.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KD0598'MYRICK STATION, AT MILEPOST NO. 241-20, 2 1/2 POLES EAST OF A
 KD0598'PRIVATE CROSSING, 38 FEET NORTH OF THE NORTH RAIL, 31 FEET
 KD0598'NORTHWEST OF SIGNAL NO. 2417, 24.4 FEET SOUTH OF THE RIGHT-OF-WAY
 KD0598'FENCE, 2.0 FEET WEST OF THE MILEPOST, WITH GUY WIRE, 2.0 FEET
 KD0598'EAST OF A WITNESS POST, AND ABOUT 7 FEET BELOW THE TRACKS, SET
 KD0598'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 KD0598
 KD0598                          STATION RECOVERY (1986)
 KD0598
 KD0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0555 ***********************************************************************
 KD0555  DESIGNATION -  M 286
 KD0555  PID         -  KD0555
 KD0555  STATE/COUNTY-  MO/LAFAYETTE
 KD0555  USGS QUAD   -  BLACKBURN (1978)
 KD0555
 KD0555                         *CURRENT SURVEY CONTROL
 KD0555  ___________________________________________________________________
 KD0555* NAD 83(1986)-  39 03 47.     (N)    093 29 41.     (W)     SCALED    
 KD0555* NAVD 88     -       239.845  (meters)     786.89   (feet)  ADJUSTED  
 KD0555  ___________________________________________________________________
 KD0555  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0555  DYNAMIC HT  -         239.693 (meters)     786.39  (feet)  COMP
 KD0555  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 KD0555
 KD0555  VERT ORDER  -  SECOND    CLASS 0
 KD0555
 KD0555.The horizontal coordinates were scaled from a topographic map and have
 KD0555.an estimated accuracy of +/- 6 seconds.
 KD0555
 KD0555.The orthometric height was determined by differential leveling
 KD0555.and adjusted by the National Geodetic Survey in June 1991..
 KD0555
 KD0555.The geoid height was determined by GEOID03.
 KD0555
 KD0555.The dynamic height is computed by dividing the NAVD 88
 KD0555.geopotential number by the normal gravity value computed on the
 KD0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0555.degrees latitude (g = 980.6199 gals.).
 KD0555
 KD0555.The modeled gravity was interpolated from observed gravity values.
 KD0555
 KD0555;                    North         East    Units  Estimated Accuracy
 KD0555;SPC MO W     -   321,930.      937,000.      MT  (+/- 180 meters Scaled)
 KD0555
 KD0555                          SUPERSEDED SURVEY CONTROL
 KD0555
 KD0555  NGVD 29 (??/??/92)  239.755  (m)          786.60   (f) ADJ UNCH    2 0
 KD0555
 KD0555.Superseded values are not recommended for survey control.
 KD0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0555.See file dsdata.txt to determine how the superseded data were derived.
 KD0555
 KD0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD571238(NAD 83)
 KD0555_MARKER: DB = BENCH MARK DISK
 KD0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0555_STAMPING: M 286 1962
 KD0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0555+STABILITY: SURFACE MOTION
 KD0555
 KD0555  HISTORY     - Date     Condition        Report By
 KD0555  HISTORY     - 1962     MONUMENTED       CGS
 KD0555
 KD0555                          STATION DESCRIPTION
 KD0555
 KD0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0555'4.4 MI SW FROM SWEET SPRINGS.
 KD0555'ABOUT 0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KD0555'BLACKBURN, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 20, THENCE
 KD0555'2.6 MILES SOUTH ALONG COUNTY ROAD, THENCE 0.8 MILE WEST ALONG
 KD0555'COUNTY ROAD, THENCE 0.25 MILE SOUTH ALONG COUNTY ROAD, AT THE
 KD0555'CREST OF A SMALL HILL AT THE ENTRANCE TO THE JOHN HEINS FARM,
 KD0555'19.8 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 14.6 FEET
 KD0555'EAST OF THE CENTERLINE OF THE COUNTY ROAD, 2.3 FEET SOUTHWEST
 KD0555'OF THE FENCE CORNER, 0.8 FEET WEST OF THE FENCE, 1.4 FEET NORTH
 KD0555'OF A WITNESS POST, ABOUT LEVEL WITH THE COUNTY ROAD, SET IN THE
 KD0555'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0708 ***********************************************************************
 KD0708  DESIGNATION -  M 287
 KD0708  PID         -  KD0708
 KD0708  STATE/COUNTY-  MO/LAFAYETTE
 KD0708  USGS QUAD   -  WAVERLY (1979)
 KD0708
 KD0708                         *CURRENT SURVEY CONTROL
 KD0708  ___________________________________________________________________
 KD0708* NAD 83(1986)-  39 09 20.     (N)    093 37 28.     (W)     SCALED    
 KD0708* NAVD 88     -       246.907  (meters)     810.06   (feet)  ADJUSTED  
 KD0708  ___________________________________________________________________
 KD0708  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0708  DYNAMIC HT  -         246.751 (meters)     809.55  (feet)  COMP
 KD0708  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 KD0708
 KD0708  VERT ORDER  -  SECOND    CLASS 0
 KD0708
 KD0708.The horizontal coordinates were scaled from a topographic map and have
 KD0708.an estimated accuracy of +/- 6 seconds.
 KD0708
 KD0708.The orthometric height was determined by differential leveling
 KD0708.and adjusted by the National Geodetic Survey in June 1991..
 KD0708
 KD0708.The geoid height was determined by GEOID03.
 KD0708
 KD0708.The dynamic height is computed by dividing the NAVD 88
 KD0708.geopotential number by the normal gravity value computed on the
 KD0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0708.degrees latitude (g = 980.6199 gals.).
 KD0708
 KD0708.The modeled gravity was interpolated from observed gravity values.
 KD0708
 KD0708;                    North         East    Units  Estimated Accuracy
 KD0708;SPC MO W     -   332,080.      925,680.      MT  (+/- 180 meters Scaled)
 KD0708
 KD0708                          SUPERSEDED SURVEY CONTROL
 KD0708
 KD0708  NGVD 29 (??/??/92)  246.801  (m)          809.71   (f) ADJ UNCH    2 0
 KD0708
 KD0708.Superseded values are not recommended for survey control.
 KD0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0708.See file dsdata.txt to determine how the superseded data were derived.
 KD0708
 KD0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD460342(NAD 83)
 KD0708_MARKER: DB = BENCH MARK DISK
 KD0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0708_STAMPING: M 287 1962
 KD0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0708+STABILITY: SURFACE MOTION
 KD0708
 KD0708  HISTORY     - Date     Condition        Report By
 KD0708  HISTORY     - 1962     MONUMENTED       CGS
 KD0708
 KD0708                          STATION DESCRIPTION
 KD0708
 KD0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0708'4.6 MI N FROM CORDER.
 KD0708'0.6 MILE NORTH ALONG ASPHALT COUNTY ROAD NO. V FROM THE CORDER
 KD0708'BANK AT CORDER, THENCE 3.95 MILES NORTH ALONG ASPHALT COUNTY
 KD0708'ROAD NO. BB, 34.8 FEET EAST OF THE CENTERLINE OF THE ROAD,
 KD0708'11.6 FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY LEADING
 KD0708'EAST, 1.2 FEET EAST OF POWER POLE NO. B 1 E-24 BEARING A
 KD0708'TRANSFORMER, 1.0 FOOT WEST OF A FENCE CORNER, 1.3 FEET NORTH
 KD0708'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 KD0708'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.  NOTE-- THIS MARK
 KD0708'IS 0.45 MILE SOUTH OF L 287, WHICH IS DESCRIBED FROM HODGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0817 ***********************************************************************
 KD0817  DESIGNATION -  M 288
 KD0817  PID         -  KD0817
 KD0817  STATE/COUNTY-  MO/LAFAYETTE
 KD0817  USGS QUAD   -  ODESSA NORTH (1978)
 KD0817
 KD0817                         *CURRENT SURVEY CONTROL
 KD0817  ___________________________________________________________________
 KD0817* NAD 83(1986)-  39 01 32.     (N)    093 58 25.     (W)     SCALED    
 KD0817* NAVD 88     -       257.180  (meters)     843.76   (feet)  ADJUSTED  
 KD0817  ___________________________________________________________________
 KD0817  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD0817  DYNAMIC HT  -         257.014 (meters)     843.22  (feet)  COMP
 KD0817  MODELED GRAV-     979,975.6   (mgal)                       NAVD 88
 KD0817
 KD0817  VERT ORDER  -  SECOND    CLASS 0
 KD0817
 KD0817.The horizontal coordinates were scaled from a topographic map and have
 KD0817.an estimated accuracy of +/- 6 seconds.
 KD0817
 KD0817.The orthometric height was determined by differential leveling
 KD0817.and adjusted by the National Geodetic Survey in June 1991..
 KD0817
 KD0817.The geoid height was determined by GEOID03.
 KD0817
 KD0817.The dynamic height is computed by dividing the NAVD 88
 KD0817.geopotential number by the normal gravity value computed on the
 KD0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0817.degrees latitude (g = 980.6199 gals.).
 KD0817
 KD0817.The modeled gravity was interpolated from observed gravity values.
 KD0817
 KD0817;                    North         East    Units  Estimated Accuracy
 KD0817;SPC MO W     -   317,420.      895,580.      MT  (+/- 180 meters Scaled)
 KD0817
 KD0817                          SUPERSEDED SURVEY CONTROL
 KD0817
 KD0817  NGVD 29 (??/??/92)  257.077  (m)          843.43   (f) ADJ UNCH    2 0
 KD0817
 KD0817.Superseded values are not recommended for survey control.
 KD0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0817.See file dsdata.txt to determine how the superseded data were derived.
 KD0817
 KD0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD157200(NAD 83)
 KD0817_MARKER: DB = BENCH MARK DISK
 KD0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0817_SP_SET: CULVERT
 KD0817_STAMPING: M 288 1962
 KD0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KD0817+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 KD0817
 KD0817  HISTORY     - Date     Condition        Report By
 KD0817  HISTORY     - 1962     MONUMENTED       CGS
 KD0817  HISTORY     - 20060904 GOOD             GEOCAC
 KD0817
 KD0817                          STATION DESCRIPTION
 KD0817
 KD0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0817'2.8 MI NW FROM ODESSA.
 KD0817'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 131, FROM THE POST OFFICE
 KD0817'AT ODESSA, AT A 6 X 6 FOOT CONCRETE CULVERT UNDER THE HIGHWAY,
 KD0817'IN THE SOUTH END OF THE WEST CONCRETE HEADWALL, 17 FEET WEST
 KD0817'OF THE CENTERLINE OF THE HIGHWAY, 1.2 FEET NORTH OF THE SOUTH
 KD0817'EDGE OF THE HEADWALL, ABOUT LEVEL WITH THE HIGHWAY, A DISK DRILLED
 KD0817'IN THE TOP OF THE HEADWALL.
 KD0817
 KD0817                          STATION RECOVERY (2006)
 KD0817
 KD0817'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0817'HH2 N39 01 33.4 W93 58 24.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0312 ***********************************************************************
 HD0312  DESIGNATION -  M 29
 HD0312  PID         -  HD0312
 HD0312  STATE/COUNTY-  MO/WRIGHT
 HD0312  USGS QUAD   -  MANSFIELD NE (1985)
 HD0312
 HD0312                         *CURRENT SURVEY CONTROL
 HD0312  ___________________________________________________________________
 HD0312* NAD 83(1986)-  37 13 18.     (N)    092 31 54.     (W)     SCALED    
 HD0312* NAVD 88     -       409.930  (meters)    1344.91   (feet)  ADJUSTED  
 HD0312  ___________________________________________________________________
 HD0312  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 HD0312  DYNAMIC HT  -         409.601 (meters)    1343.83  (feet)  COMP
 HD0312  MODELED GRAV-     979,816.1   (mgal)                       NAVD 88
 HD0312
 HD0312  VERT ORDER  -  SECOND    CLASS 0
 HD0312
 HD0312.The horizontal coordinates were scaled from a topographic map and have
 HD0312.an estimated accuracy of +/- 6 seconds.
 HD0312
 HD0312.The orthometric height was determined by differential leveling
 HD0312.and adjusted by the National Geodetic Survey in June 1991..
 HD0312
 HD0312.The geoid height was determined by GEOID03.
 HD0312
 HD0312.The dynamic height is computed by dividing the NAVD 88
 HD0312.geopotential number by the normal gravity value computed on the
 HD0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0312.degrees latitude (g = 980.6199 gals.).
 HD0312
 HD0312.The modeled gravity was interpolated from observed gravity values.
 HD0312
 HD0312;                    North         East    Units  Estimated Accuracy
 HD0312;SPC MO C     -   154,050.      497,190.      MT  (+/- 180 meters Scaled)
 HD0312
 HD0312                          SUPERSEDED SURVEY CONTROL
 HD0312
 HD0312  NGVD 29 (??/??/92)  409.794  (m)         1344.47   (f) ADJ UNCH    2 0
 HD0312
 HD0312.Superseded values are not recommended for survey control.
 HD0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0312.See file dsdata.txt to determine how the superseded data were derived.
 HD0312
 HD0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB415195(NAD 83)
 HD0312_MARKER: DB = BENCH MARK DISK
 HD0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0312_STAMPING: M 29 1934
 HD0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0312+STABILITY: SURFACE MOTION
 HD0312
 HD0312  HISTORY     - Date     Condition        Report By
 HD0312  HISTORY     - 1934     MONUMENTED       CGS
 HD0312  HISTORY     - 1977     GOOD             NGS
 HD0312  HISTORY     - 1977     GOOD             NGS
 HD0312
 HD0312                          STATION DESCRIPTION
 HD0312
 HD0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0312'2.8 MI S FROM HARTVILLE.
 HD0312'2.8 MILES SOUTH ALONG STATE HIGHWAY 5 FROM HARTVILLE, WRIGHT
 HD0312'COUNTY, 30 YARDS FROM A BARN ON THE EAST SIDE OF THE HIGHWAY,
 HD0312'27.9 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.3 FEET
 HD0312'NORTH OF POLE 1395.  A STANDARD DISK, STAMPED M 29 1934 AND
 HD0312'SET IN THE TOP OF A CONCRETE POST.
 HD0312
 HD0312                          STATION RECOVERY (1977)
 HD0312
 HD0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0312'RECOVERED IN GOOD CONDITION.
 HD0312
 HD0312                          STATION RECOVERY (1977)
 HD0312
 HD0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2713 ***********************************************************************
 JD2713  DESIGNATION -  M 29
 JD2713  PID         -  JD2713
 JD2713  STATE/COUNTY-  MO/ST CLAIR
 JD2713  USGS QUAD   -  ICONIUM (1991)
 JD2713
 JD2713                         *CURRENT SURVEY CONTROL
 JD2713  ___________________________________________________________________
 JD2713* NAD 83(1997)-  38 01 33.09591(N)    093 35 09.35485(W)     ADJUSTED  
 JD2713* NAVD 88     -       294.15   (+/-2cm)     965.1    (feet)  VERTCON   
 JD2713  ___________________________________________________________________
 JD2713  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 JD2713  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JD2713
 JD2713  HORZ ORDER  -  SECOND
 JD2713  VERT ORDER  -  THIRD ? (See Below)
 JD2713
 JD2713.The horizontal coordinates were established by classical geodetic methods
 JD2713.and adjusted by the National Geodetic Survey in February 2000..
 JD2713
 JD2713.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2713.The vertical order pertains to the NGVD 29 superseded value.
 JD2713
 JD2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2713
 JD2713.The geoid height was determined by GEOID03.
 JD2713
 JD2713;                    North         East     Units Scale Factor Converg.
 JD2713;SPC MO W     -   206,714.526   930,252.758   MT  1.00002047   +0 33 47.2
 JD2713;SPC MO C     -   243,859.024   404,658.398   MT  1.00004525   -0 40 08.4
 JD2713;UTM  15      - 4,208,846.229   448,574.596   MT  0.99963257   -0 21 39.4
 JD2713
 JD2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2713!SPC MO W     -   0.99995882  x   1.00002047  =   0.99997929
 JD2713!SPC MO C     -   0.99995882  x   1.00004525  =   1.00000407
 JD2713!UTM  15      -   0.99995882  x   0.99963257  =   0.99959140
 JD2713
 JD2713                          SUPERSEDED SURVEY CONTROL
 JD2713
 JD2713  NAD 83(1997)-  38 01 33.09785(N)    093 35 09.35396(W) AD(       ) 2
 JD2713  NAD 83(1997)-  38 01 33.10577(N)    093 35 09.35314(W) AD(       ) 2
 JD2713  NAD 83(1986)-  38 01 33.10596(N)    093 35 09.35346(W) AD(       ) 2
 JD2713  NAD 27      -  38 01 32.99300(N)    093 35 08.60600(W) AD(       ) 2
 JD2713  NGVD 29 (07/19/86)  294.04   (m)          964.7    (f) LEVELING    3  
 JD2713
 JD2713.Superseded values are not recommended for survey control.
 JD2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2713.See file dsdata.txt to determine how the superseded data were derived.
 JD2713
 JD2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC4857508846(NAD 83)
 JD2713_MARKER: DB = BENCH MARK DISK
 JD2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2713
 JD2713  HISTORY     - Date     Condition        Report By
 JD2713  HISTORY     - 1948     MONUMENTED       USGS
 JD2713
 JD2713                          STATION DESCRIPTION
 JD2713
 JD2713'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 JD2713'REFERENCE MARK NO. 2 IS A U.S.G.S. BENCH MARK THAT IS LOCATED
 JD2713'28 FEET NORTH OF THE CENTER OF THE ROAD AND 12 FEET NORTHWEST
 JD2713'OF A TRIANGULAR BLAZED TREE.  THE DISK IS STAMPED M 29 1940 AND
 JD2713'IS SET IN A 4 BY 4 INCH CONCRETE POST THAT PROJECTS 4 INCHES.
 JD2713'
 JD2713'TO REACH THE STATION FROM THE COURTHOUSE IN OSCEOLA, GO NORTH
 JD2713'ON STATE ROUTE 13 FOR 1.1 MILES TO COUNTY ROUTE N ON THE RIGHT,
 JD2713'TURN RIGHT AND GO EAST ON ROUTE N FOR 2.4 MILES TO A T-ROAD
 JD2713'RIGHT AT THE TOP OF A GRADE, TURN RIGHT AND GO SOUTH FOR 1.75
 JD2713'MILES TO A T-ROAD ON THE LEFT, TURN LEFT AND FOLLOW THE MAIN
 JD2713'ROAD EASTERLY FOR 3.7 MILES TO THE TRIANGLE BLAZED TREE ON THE
 JD2713'LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1218 ***********************************************************************
 JD1218  DESIGNATION -  M 290
 JD1218  PID         -  JD1218
 JD1218  STATE/COUNTY-  MO/PETTIS
 JD1218  USGS QUAD   -  SWEET SPRINGS (1973)
 JD1218
 JD1218                         *CURRENT SURVEY CONTROL
 JD1218  ___________________________________________________________________
 JD1218* NAD 83(1986)-  38 56 00.     (N)    093 23 21.     (W)     SCALED    
 JD1218* NAVD 88     -       205.410  (meters)     673.92   (feet)  ADJUSTED  
 JD1218  ___________________________________________________________________
 JD1218  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JD1218  DYNAMIC HT  -         205.277 (meters)     673.48  (feet)  COMP
 JD1218  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 JD1218
 JD1218  VERT ORDER  -  SECOND    CLASS 0
 JD1218
 JD1218.The horizontal coordinates were scaled from a topographic map and have
 JD1218.an estimated accuracy of +/- 6 seconds.
 JD1218
 JD1218.The orthometric height was determined by differential leveling
 JD1218.and adjusted by the National Geodetic Survey in June 1991..
 JD1218
 JD1218.The geoid height was determined by GEOID03.
 JD1218
 JD1218.The dynamic height is computed by dividing the NAVD 88
 JD1218.geopotential number by the normal gravity value computed on the
 JD1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1218.degrees latitude (g = 980.6199 gals.).
 JD1218
 JD1218.The modeled gravity was interpolated from observed gravity values.
 JD1218
 JD1218;                    North         East    Units  Estimated Accuracy
 JD1218;SPC MO C     -   344,410.      422,910.      MT  (+/- 180 meters Scaled)
 JD1218
 JD1218                          SUPERSEDED SURVEY CONTROL
 JD1218
 JD1218  NGVD 29 (??/??/92)  205.323  (m)          673.63   (f) ADJ UNCH    2 0
 JD1218
 JD1218.Superseded values are not recommended for survey control.
 JD1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1218.See file dsdata.txt to determine how the superseded data were derived.
 JD1218
 JD1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD662094(NAD 83)
 JD1218_MARKER: DB = BENCH MARK DISK
 JD1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1218_SP_SET: CULVERT
 JD1218_STAMPING: M 290 1962
 JD1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1218
 JD1218  HISTORY     - Date     Condition        Report By
 JD1218  HISTORY     - 1962     MONUMENTED       CGS
 JD1218  HISTORY     - 1963     GOOD             NGS
 JD1218
 JD1218                          STATION DESCRIPTION
 JD1218
 JD1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1218'3.8 MI SE FROM SWEET SPRINGS.
 JD1218'ABOUT 3.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE
 JD1218'ELEMENTARY SCHOOL AT SWEET SPRINGS, THENCE 0.3 MILE EAST ALONG
 JD1218'A COUNTY ROAD, 7.6 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JD1218'SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL
 JD1218'OF A CONCRETE CULVERT, 0.5 FEET WEST OF THE EAST EDGE OF THE
 JD1218'HEADWALL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0352 ***********************************************************************
 JD0352  DESIGNATION -  M 291
 JD0352  PID         -  JD0352
 JD0352  STATE/COUNTY-  MO/COOPER
 JD0352  USGS QUAD   -  CLARKSBURG (1985)
 JD0352
 JD0352                         *CURRENT SURVEY CONTROL
 JD0352  ___________________________________________________________________
 JD0352* NAD 83(1986)-  38 41 01.     (N)    092 40 19.     (W)     SCALED    
 JD0352* NAVD 88     -       238.309  (meters)     781.85   (feet)  ADJUSTED  
 JD0352  ___________________________________________________________________
 JD0352  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0352  DYNAMIC HT  -         238.148 (meters)     781.32  (feet)  COMP
 JD0352  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 JD0352
 JD0352  VERT ORDER  -  FIRST     CLASS II
 JD0352
 JD0352.The horizontal coordinates were scaled from a topographic map and have
 JD0352.an estimated accuracy of +/- 6 seconds.
 JD0352
 JD0352.The orthometric height was determined by differential leveling
 JD0352.and adjusted by the National Geodetic Survey in June 1991..
 JD0352
 JD0352.The geoid height was determined by GEOID03.
 JD0352
 JD0352.The dynamic height is computed by dividing the NAVD 88
 JD0352.geopotential number by the normal gravity value computed on the
 JD0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0352.degrees latitude (g = 980.6199 gals.).
 JD0352
 JD0352.The modeled gravity was interpolated from observed gravity values.
 JD0352
 JD0352;                    North         East    Units  Estimated Accuracy
 JD0352;SPC MO C     -   316,320.      485,040.      MT  (+/- 180 meters Scaled)
 JD0352
 JD0352                          SUPERSEDED SURVEY CONTROL
 JD0352
 JD0352  NGVD 29 (??/??/92)  238.218  (m)          781.55   (f) ADJ UNCH    1 2
 JD0352
 JD0352.Superseded values are not recommended for survey control.
 JD0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0352.See file dsdata.txt to determine how the superseded data were derived.
 JD0352
 JD0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC285817(NAD 83)
 JD0352_MARKER: DB = BENCH MARK DISK
 JD0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0352_SP_SET: CULVERT
 JD0352_STAMPING: M 291 1963
 JD0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0352
 JD0352  HISTORY     - Date     Condition        Report By
 JD0352  HISTORY     - 1963     MONUMENTED       CGS
 JD0352
 JD0352                          STATION DESCRIPTION
 JD0352
 JD0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0352'1.7 MI N FROM CLARKSBURG.
 JD0352'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD M FROM THE MISSOURI
 JD0352'PACIFIC RAILROAD CROSSING AT CLARKSBURG, 13.8 FEET EAST OF THE
 JD0352'CENTERLINE OF THE ROAD, SET IN THE TOP OF THE NORTH END OF THE
 JD0352'EAST CONCRETE ABUTMENT OF A DOUBLE CONCRETE CULVERT UNDER THE
 JD0352'ROAD, 0.8 FOOT SOUTH OF THE NORTH EDGE OF THE HEADWALL, AND
 JD0352'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0557 ***********************************************************************
 JD0557  DESIGNATION -  M 292
 JD0557  PID         -  JD0557
 JD0557  STATE/COUNTY-  MO/COOPER
 JD0557  USGS QUAD   -  BUNCETON (1979)
 JD0557
 JD0557                         *CURRENT SURVEY CONTROL
 JD0557  ___________________________________________________________________
 JD0557* NAD 83(1986)-  38 48 39.     (N)    092 50 56.     (W)     SCALED    
 JD0557* NAVD 88     -       250.561  (meters)     822.05   (feet)  ADJUSTED  
 JD0557  ___________________________________________________________________
 JD0557  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0557  DYNAMIC HT  -         250.397 (meters)     821.51  (feet)  COMP
 JD0557  MODELED GRAV-     979,964.9   (mgal)                       NAVD 88
 JD0557
 JD0557  VERT ORDER  -  SECOND    CLASS 0
 JD0557
 JD0557.The horizontal coordinates were scaled from a topographic map and have
 JD0557.an estimated accuracy of +/- 6 seconds.
 JD0557
 JD0557.The orthometric height was determined by differential leveling
 JD0557.and adjusted by the National Geodetic Survey in June 1991..
 JD0557
 JD0557.The geoid height was determined by GEOID03.
 JD0557
 JD0557.The dynamic height is computed by dividing the NAVD 88
 JD0557.geopotential number by the normal gravity value computed on the
 JD0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0557.degrees latitude (g = 980.6199 gals.).
 JD0557
 JD0557.The modeled gravity was interpolated from observed gravity values.
 JD0557
 JD0557;                    North         East    Units  Estimated Accuracy
 JD0557;SPC MO C     -   330,490.      469,700.      MT  (+/- 180 meters Scaled)
 JD0557
 JD0557                          SUPERSEDED SURVEY CONTROL
 JD0557
 JD0557  NGVD 29 (??/??/92)  250.475  (m)          821.77   (f) ADJ UNCH    2 0
 JD0557
 JD0557.Superseded values are not recommended for survey control.
 JD0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0557.See file dsdata.txt to determine how the superseded data were derived.
 JD0557
 JD0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC131957(NAD 83)
 JD0557_MARKER: DB = BENCH MARK DISK
 JD0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0557_STAMPING: M 292 1963
 JD0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0557+STABILITY: SURFACE MOTION
 JD0557
 JD0557  HISTORY     - Date     Condition        Report By
 JD0557  HISTORY     - 1963     MONUMENTED       CGS
 JD0557
 JD0557                          STATION DESCRIPTION
 JD0557
 JD0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0557'9.3 MI SE FROM PILOT GROVE.
 JD0557'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 135 FROM THE INTERSECTION
 JD0557'OF THE HIGHWAY AND COUNTY ROAD M AT PILOT GROVE, THENCE 4.65
 JD0557'MILES SOUTHEAST ALONG A COUNTY ROAD, THENCE 3.8 MILES SOUTH ALONG
 JD0557'STATE HIGHWAY 5, OR 0.8 MILE EAST ALONG THE MISSOURI PACIFIC
 JD0557'RAILROAD FROM THE STATION AT SYRACUSE, THENCE 10.3 MILES
 JD0557'NORTH ALONG STATE HIGHWAY 5, NEAR THE CREST OF A SMALL HILL,
 JD0557'39.9 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET SOUTH
 JD0557'OF THE CENTERLINE OF A TRACK ROAD LEADING INTO A FIELD, 3.8
 JD0557'FEET NORTH OF A T-JUNCTION OF FENCES, 2.0 FEET WEST OF A FENCE,
 JD0557'1.4 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 JD0557'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD0557'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0798 ***********************************************************************
 KD0798  DESIGNATION -  M 293
 KD0798  PID         -  KD0798
 KD0798  STATE/COUNTY-  MO/LAFAYETTE
 KD0798  USGS QUAD   -  ODESSA NORTH (1978)
 KD0798
 KD0798                         *CURRENT SURVEY CONTROL
 KD0798  ___________________________________________________________________
 KD0798* NAD 83(1986)-  39 05 15.     (N)    093 58 21.     (W)     SCALED    
 KD0798* NAVD 88     -       224.433  (meters)     736.33   (feet)  ADJUSTED  
 KD0798  ___________________________________________________________________
 KD0798  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD0798  DYNAMIC HT  -         224.290 (meters)     735.86  (feet)  COMP
 KD0798  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 KD0798
 KD0798  VERT ORDER  -  SECOND    CLASS 0
 KD0798
 KD0798.The horizontal coordinates were scaled from a topographic map and have
 KD0798.an estimated accuracy of +/- 6 seconds.
 KD0798
 KD0798.The orthometric height was determined by differential leveling
 KD0798.and adjusted by the National Geodetic Survey in June 1991..
 KD0798
 KD0798.The geoid height was determined by GEOID03.
 KD0798
 KD0798.The dynamic height is computed by dividing the NAVD 88
 KD0798.geopotential number by the normal gravity value computed on the
 KD0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0798.degrees latitude (g = 980.6199 gals.).
 KD0798
 KD0798.The modeled gravity was interpolated from observed gravity values.
 KD0798
 KD0798;                    North         East    Units  Estimated Accuracy
 KD0798;SPC MO W     -   324,300.      895,640.      MT  (+/- 180 meters Scaled)
 KD0798
 KD0798                          SUPERSEDED SURVEY CONTROL
 KD0798
 KD0798  NGVD 29 (??/??/92)  224.330  (m)          735.99   (f) ADJ UNCH    2 0
 KD0798
 KD0798.Superseded values are not recommended for survey control.
 KD0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0798.See file dsdata.txt to determine how the superseded data were derived.
 KD0798
 KD0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD158269(NAD 83)
 KD0798_MARKER: DB = BENCH MARK DISK
 KD0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD0798_SP_SET: CULVERT
 KD0798_STAMPING: N 293 1962
 KD0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0798
 KD0798  HISTORY     - Date     Condition        Report By
 KD0798  HISTORY     - 1962     MONUMENTED       CGS
 KD0798  HISTORY     - 20060902 MARK NOT FOUND   GEOCAC
 KD0798
 KD0798                          STATION DESCRIPTION
 KD0798
 KD0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KD0798'3.6 MI S FROM WELLINGTON.
 KD0798'3.15 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE HIGH SCHOOL
 KD0798'AT WELLINGTON, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, SET
 KD0798'IN THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A CONCRETE
 KD0798'CULVERT, 6 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT
 KD0798'LEVEL WITH THE ROAD.
 KD0798
 KD0798                          STATION RECOVERY (2006)
 KD0798
 KD0798'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0798'THE DITCHES ON BOTH SIDES OF THE ROAD APPEAR TO HAVE BEEN REGRADED AS
 KD0798'PART OF THE BRIDGE REPLACEMENT. NO CULVERTS WERE NOTED ALONG THE ROAD.
 KD0798' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1975 ***********************************************************************
 JD1975  DESIGNATION -  M 294
 JD1975  PID         -  JD1975
 JD1975  STATE/COUNTY-  MO/LAFAYETTE
 JD1975  USGS QUAD   -  KNOB NOSTER NW (1981)
 JD1975
 JD1975                         *CURRENT SURVEY CONTROL
 JD1975  ___________________________________________________________________
 JD1975* NAD 83(1986)-  38 57 49.     (N)    093 44 11.     (W)     SCALED    
 JD1975* NAVD 88     -       239.420  (meters)     785.50   (feet)  ADJUSTED  
 JD1975  ___________________________________________________________________
 JD1975  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1975  DYNAMIC HT  -         239.264 (meters)     784.99  (feet)  COMP
 JD1975  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 JD1975
 JD1975  VERT ORDER  -  SECOND    CLASS 0
 JD1975
 JD1975.The horizontal coordinates were scaled from a topographic map and have
 JD1975.an estimated accuracy of +/- 6 seconds.
 JD1975
 JD1975.The orthometric height was determined by differential leveling
 JD1975.and adjusted by the National Geodetic Survey in June 1991..
 JD1975
 JD1975.The geoid height was determined by GEOID03.
 JD1975
 JD1975.The dynamic height is computed by dividing the NAVD 88
 JD1975.geopotential number by the normal gravity value computed on the
 JD1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1975.degrees latitude (g = 980.6199 gals.).
 JD1975
 JD1975.The modeled gravity was interpolated from observed gravity values.
 JD1975
 JD1975;                    North         East    Units  Estimated Accuracy
 JD1975;SPC MO W     -   310,690.      916,180.      MT  (+/- 180 meters Scaled)
 JD1975
 JD1975                          SUPERSEDED SURVEY CONTROL
 JD1975
 JD1975  NGVD 29 (??/??/92)  239.329  (m)          785.20   (f) ADJ UNCH    2 0
 JD1975
 JD1975.Superseded values are not recommended for survey control.
 JD1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1975.See file dsdata.txt to determine how the superseded data were derived.
 JD1975
 JD1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD362129(NAD 83)
 JD1975_MARKER: DB = BENCH MARK DISK
 JD1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1975_STAMPING: M 294 1962
 JD1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1975+STABILITY: SURFACE MOTION
 JD1975
 JD1975  HISTORY     - Date     Condition        Report By
 JD1975  HISTORY     - 1962     MONUMENTED       CGS
 JD1975  HISTORY     - 1963     GOOD             NGS
 JD1975  HISTORY     - 20050712 MARK NOT FOUND   MODNR
 JD1975
 JD1975                          STATION DESCRIPTION
 JD1975
 JD1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1975'8.2 MI S FROM HIGGINSVILLE.
 JD1975'ABOUT 8.2 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE COURT
 JD1975'HOUSE AT HIGGINSVILLE, AT A ROAD INTERSECTION, 57 FEET SOUTHEAST
 JD1975'OF THE CENTER OF THE INTERSECTION, 28 FEET EAST OF THE
 JD1975'CENTERLINE OF THE HIGHWAY, 43 FEET SOUTH OF THE CENTERLINE OF THE
 JD1975'SIDE ROAD, 6 FEET SOUTH OF A FENCE CORNER, 5 FEET SOUTH OF A
 JD1975'TELEPHONE POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 JD1975'WITH THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 JD1975'0.4 FOOT.
 JD1975
 JD1975                          STATION RECOVERY (2005)
 JD1975
 JD1975'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 JD1975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2016 ***********************************************************************
 JD2016  DESIGNATION -  M 295
 JD2016  PID         -  JD2016
 JD2016  STATE/COUNTY-  MO/JOHNSON
 JD2016  USGS QUAD   -  FAYETTEVILLE (1963)
 JD2016
 JD2016                         *CURRENT SURVEY CONTROL
 JD2016  ___________________________________________________________________
 JD2016* NAD 83(1986)-  38 52 59.     (N)    093 51 39.     (W)     SCALED    
 JD2016* NAVD 88     -       232.680  (meters)     763.38   (feet)  ADJUSTED  
 JD2016  ___________________________________________________________________
 JD2016  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JD2016  DYNAMIC HT  -         232.526 (meters)     762.88  (feet)  COMP
 JD2016  MODELED GRAV-     979,959.2   (mgal)                       NAVD 88
 JD2016
 JD2016  VERT ORDER  -  SECOND    CLASS 0
 JD2016
 JD2016.The horizontal coordinates were scaled from a topographic map and have
 JD2016.an estimated accuracy of +/- 6 seconds.
 JD2016
 JD2016.The orthometric height was determined by differential leveling
 JD2016.and adjusted by the National Geodetic Survey in June 1991..
 JD2016
 JD2016.The geoid height was determined by GEOID03.
 JD2016
 JD2016.The dynamic height is computed by dividing the NAVD 88
 JD2016.geopotential number by the normal gravity value computed on the
 JD2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2016.degrees latitude (g = 980.6199 gals.).
 JD2016
 JD2016.The modeled gravity was interpolated from observed gravity values.
 JD2016
 JD2016;                    North         East    Units  Estimated Accuracy
 JD2016;SPC MO W     -   301,660.      905,460.      MT  (+/- 180 meters Scaled)
 JD2016
 JD2016                          SUPERSEDED SURVEY CONTROL
 JD2016
 JD2016  NGVD 29 (??/??/92)  232.585  (m)          763.07   (f) ADJ UNCH    2 0
 JD2016
 JD2016.Superseded values are not recommended for survey control.
 JD2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2016.See file dsdata.txt to determine how the superseded data were derived.
 JD2016
 JD2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD253041(NAD 83)
 JD2016_MARKER: DB = BENCH MARK DISK
 JD2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2016_STAMPING: M 295 1963
 JD2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2016+STABILITY: SURFACE MOTION
 JD2016
 JD2016  HISTORY     - Date     Condition        Report By
 JD2016  HISTORY     - 1963     MONUMENTED       CGS
 JD2016
 JD2016                          STATION DESCRIPTION
 JD2016
 JD2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2016'14.9 MI SE FROM ODESSA.
 JD2016'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 JD2016'AT ODESSA, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 40 AND INTERSTATE
 JD2016'HIGHWAY 70, THENCE 8.9 MILES SOUTH ALONG COUNTY ROAD M, THENCE
 JD2016'1.9 MILES EAST ALONG A GRAVELED ROAD, UNDER A POWER LINE, 129
 JD2016'FEET EAST OF A POWER POLE, 26 FEET SOUTH OF THE CENTERLINE OF THE
 JD2016'ROAD, 12 FEET EAST OF THE CENTER OF A GATE, 1 FOOT NORTH OF A
 JD2016'FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 JD2016'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JD2016'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1812 ***********************************************************************
 JD1812  DESIGNATION -  M 296
 JD1812  PID         -  JD1812
 JD1812  STATE/COUNTY-  MO/JOHNSON
 JD1812  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD1812
 JD1812                         *CURRENT SURVEY CONTROL
 JD1812  ___________________________________________________________________
 JD1812* NAD 83(1986)-  38 46 34.     (N)    093 46 32.     (W)     SCALED    
 JD1812* NAVD 88     -       219.531  (meters)     720.24   (feet)  ADJUSTED  
 JD1812  ___________________________________________________________________
 JD1812  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1812  DYNAMIC HT  -         219.382 (meters)     719.76  (feet)  COMP
 JD1812  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 JD1812
 JD1812  VERT ORDER  -  FIRST     CLASS II
 JD1812
 JD1812.The horizontal coordinates were scaled from a topographic map and have
 JD1812.an estimated accuracy of +/- 6 seconds.
 JD1812
 JD1812.The orthometric height was determined by differential leveling
 JD1812.and adjusted by the National Geodetic Survey in June 1991..
 JD1812
 JD1812.The geoid height was determined by GEOID03.
 JD1812
 JD1812.The dynamic height is computed by dividing the NAVD 88
 JD1812.geopotential number by the normal gravity value computed on the
 JD1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1812.degrees latitude (g = 980.6199 gals.).
 JD1812
 JD1812.The modeled gravity was interpolated from observed gravity values.
 JD1812
 JD1812;                    North         East    Units  Estimated Accuracy
 JD1812;SPC MO W     -   289,850.      912,950.      MT  (+/- 180 meters Scaled)
 JD1812
 JD1812                          SUPERSEDED SURVEY CONTROL
 JD1812
 JD1812  NGVD 29 (??/??/92)  219.434  (m)          719.93   (f) ADJ UNCH    1 2
 JD1812
 JD1812.Superseded values are not recommended for survey control.
 JD1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1812.See file dsdata.txt to determine how the superseded data were derived.
 JD1812
 JD1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC326922(NAD 83)
 JD1812_MARKER: DB = BENCH MARK DISK
 JD1812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD1812_SP_SET: ABUTMENT
 JD1812_STAMPING: M 296 1963
 JD1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD1812
 JD1812  HISTORY     - Date     Condition        Report By
 JD1812  HISTORY     - 1963     MONUMENTED       CGS
 JD1812
 JD1812                          STATION DESCRIPTION
 JD1812
 JD1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1812'3.7 MI NW FROM WARRENSBURG.
 JD1812'ABOUT 0.9 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1812'STATION AT WARRENSBURG, THENCE 0.15 MILE NORTH ALONG WEST
 JD1812'DISPOSAL PLANT STREET, THENCE 1.1 MILES WEST ALONG WEST PINE
 JD1812'STREET, THENCE 1.3 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 JD1812'0.15 MILE WEST ALONG U.S. HIGHWAY 50, 18 FEET NORTH OF THE
 JD1812'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 JD1812'CONCRETE ABUTMENT OF A BRIDGE OVER A CREEK, AND ABOUT LEVEL
 JD1812'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1181 ***********************************************************************
 JD1181  DESIGNATION -  M 297
 JD1181  PID         -  JD1181
 JD1181  STATE/COUNTY-  MO/PETTIS
 JD1181  USGS QUAD   -  SEDALIA EAST (1973)
 JD1181
 JD1181                         *CURRENT SURVEY CONTROL
 JD1181  ___________________________________________________________________
 JD1181* NAD 83(1986)-  38 44 33.     (N)    093 12 28.     (W)     SCALED    
 JD1181* NAVD 88     -       258.139  (meters)     846.91   (feet)  ADJUSTED  
 JD1181  ___________________________________________________________________
 JD1181  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JD1181  DYNAMIC HT  -         257.966 (meters)     846.34  (feet)  COMP
 JD1181  MODELED GRAV-     979,951.0   (mgal)                       NAVD 88
 JD1181
 JD1181  VERT ORDER  -  SECOND    CLASS 0
 JD1181
 JD1181.The horizontal coordinates were scaled from a topographic map and have
 JD1181.an estimated accuracy of +/- 6 seconds.
 JD1181
 JD1181.The orthometric height was determined by differential leveling
 JD1181.and adjusted by the National Geodetic Survey in June 1991..
 JD1181
 JD1181.The geoid height was determined by GEOID03.
 JD1181
 JD1181.The dynamic height is computed by dividing the NAVD 88
 JD1181.geopotential number by the normal gravity value computed on the
 JD1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1181.degrees latitude (g = 980.6199 gals.).
 JD1181
 JD1181.The modeled gravity was interpolated from observed gravity values.
 JD1181
 JD1181;                    North         East    Units  Estimated Accuracy
 JD1181;SPC MO C     -   323,090.      438,470.      MT  (+/- 180 meters Scaled)
 JD1181
 JD1181                          SUPERSEDED SURVEY CONTROL
 JD1181
 JD1181  NGVD 29 (??/??/92)  258.044  (m)          846.60   (f) ADJ UNCH    2 0
 JD1181
 JD1181.Superseded values are not recommended for survey control.
 JD1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1181.See file dsdata.txt to determine how the superseded data were derived.
 JD1181
 JD1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC819882(NAD 83)
 JD1181_MARKER: DB = BENCH MARK DISK
 JD1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1181_STAMPING: M 297 1963
 JD1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1181+STABILITY: SURFACE MOTION
 JD1181
 JD1181  HISTORY     - Date     Condition        Report By
 JD1181  HISTORY     - 1963     MONUMENTED       CGS
 JD1181
 JD1181                          STATION DESCRIPTION
 JD1181
 JD1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1181'3.6 MI NE FROM SEDALIA.
 JD1181'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1181'STATION AT SEDALIA, THENCE 2.25 MILES NORTH ALONG U.S. HIGHWAY
 JD1181'65, THENCE 1.1 MILES EAST ALONG COUNTY ROAD HH, ACROSS THE ROAD
 JD1181'FROM A FARMHOUSE, AT THE NORTH END OF A SHARP CURVE AND 51 FEET
 JD1181'WEST OF THE CENTERLINE OF THE ROAD, 3.5 FEET WEST OF A POWER POLE
 JD1181'BRACED BY A GUY WIRE AND BEARING A TRANSFORMER, 1.5 FEET NORTH OF
 JD1181'AN EAST-WEST FENCE, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT
 JD1181'1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JD1181'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0475 ***********************************************************************
 JD0475  DESIGNATION -  M 298
 JD0475  PID         -  JD0475
 JD0475  STATE/COUNTY-  MO/COOPER
 JD0475  USGS QUAD   -  PILOT GROVE NORTH (1979)
 JD0475
 JD0475                         *CURRENT SURVEY CONTROL
 JD0475  ___________________________________________________________________
 JD0475* NAD 83(1986)-  38 54 50.     (N)    092 59 20.     (W)     SCALED    
 JD0475* NAVD 88     -       189.792  (meters)     622.68   (feet)  ADJUSTED  
 JD0475  ___________________________________________________________________
 JD0475  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD0475  DYNAMIC HT  -         189.671 (meters)     622.28  (feet)  COMP
 JD0475  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JD0475
 JD0475  VERT ORDER  -  SECOND    CLASS 0
 JD0475
 JD0475.The horizontal coordinates were scaled from a topographic map and have
 JD0475.an estimated accuracy of +/- 6 seconds.
 JD0475
 JD0475.The orthometric height was determined by differential leveling
 JD0475.and adjusted by the National Geodetic Survey in June 1991..
 JD0475
 JD0475.The geoid height was determined by GEOID03.
 JD0475
 JD0475.The dynamic height is computed by dividing the NAVD 88
 JD0475.geopotential number by the normal gravity value computed on the
 JD0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0475.degrees latitude (g = 980.6199 gals.).
 JD0475
 JD0475.The modeled gravity was interpolated from observed gravity values.
 JD0475
 JD0475;                    North         East    Units  Estimated Accuracy
 JD0475;SPC MO C     -   341,990.      457,600.      MT  (+/- 180 meters Scaled)
 JD0475
 JD0475                          SUPERSEDED SURVEY CONTROL
 JD0475
 JD0475  NGVD 29 (??/??/92)  189.708  (m)          622.40   (f) ADJ UNCH    2 0
 JD0475
 JD0475.Superseded values are not recommended for survey control.
 JD0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0475.See file dsdata.txt to determine how the superseded data were derived.
 JD0475
 JD0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD009072(NAD 83)
 JD0475_MARKER: DB = BENCH MARK DISK
 JD0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD0475_SP_SET: CULVERT
 JD0475_STAMPING: M 298 1963
 JD0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD0475
 JD0475  HISTORY     - Date     Condition        Report By
 JD0475  HISTORY     - 1963     MONUMENTED       CGS
 JD0475
 JD0475                          STATION DESCRIPTION
 JD0475
 JD0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD0475'7.8 MI NW FROM PILOT GROVE.
 JD0475'ABOUT 1.0 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE
 JD0475'MISSOURI KANSAS TEXAS RAILROAD STATION AT PILOT GROVE, THENCE
 JD0475'1.05 MILES WEST ALONG A GRADED ROAD, THENCE 1.65 MILES WEST
 JD0475'ALONG A TRACK ROAD, THENCE 1.7 MILES NORTH ALONG A GRADED ROAD,
 JD0475'THENCE 1.7 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.75
 JD0475'MILE NORTH ALONG A GRADED ROAD, SET IN THE TOP OF THE SOUTH END
 JD0475'OF THE WEST CONCRETE HEAD WALL OF A 6 X 6 FOOT CONCRETE CULVERT,
 JD0475'10.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.1 FEET NORTH OF
 JD0475'THE SOUTH EDGE OF THE HEAD WALL, AND ABOUT 1 FOOT ABOVE THE
 JD0475'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1964 ***********************************************************************
 JD1964  DESIGNATION -  M 299
 JD1964  PID         -  JD1964
 JD1964  STATE/COUNTY-  MO/JOHNSON
 JD1964  USGS QUAD   -  CONCORDIA (1981)
 JD1964
 JD1964                         *CURRENT SURVEY CONTROL
 JD1964  ___________________________________________________________________
 JD1964* NAD 83(1986)-  38 53 29.     (N)    093 30 27.     (W)     SCALED    
 JD1964* NAVD 88     -       232.368  (meters)     762.36   (feet)  ADJUSTED  
 JD1964  ___________________________________________________________________
 JD1964  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1964  DYNAMIC HT  -         232.215 (meters)     761.86  (feet)  COMP
 JD1964  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 JD1964
 JD1964  VERT ORDER  -  SECOND    CLASS 0
 JD1964
 JD1964.The horizontal coordinates were scaled from a topographic map and have
 JD1964.an estimated accuracy of +/- 6 seconds.
 JD1964
 JD1964.The orthometric height was determined by differential leveling
 JD1964.and adjusted by the National Geodetic Survey in June 1991..
 JD1964
 JD1964.The geoid height was determined by GEOID03.
 JD1964
 JD1964.The dynamic height is computed by dividing the NAVD 88
 JD1964.geopotential number by the normal gravity value computed on the
 JD1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1964.degrees latitude (g = 980.6199 gals.).
 JD1964
 JD1964.The modeled gravity was interpolated from observed gravity values.
 JD1964
 JD1964;                    North         East    Units  Estimated Accuracy
 JD1964;SPC MO W     -   302,860.      936,100.      MT  (+/- 180 meters Scaled)
 JD1964
 JD1964                          SUPERSEDED SURVEY CONTROL
 JD1964
 JD1964  NGVD 29 (??/??/92)  232.280  (m)          762.07   (f) ADJ UNCH    2 0
 JD1964
 JD1964.Superseded values are not recommended for survey control.
 JD1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1964.See file dsdata.txt to determine how the superseded data were derived.
 JD1964
 JD1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD559048(NAD 83)
 JD1964_MARKER: DB = BENCH MARK DISK
 JD1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1964_STAMPING: M 299 1963
 JD1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1964+STABILITY: SURFACE MOTION
 JD1964
 JD1964  HISTORY     - Date     Condition        Report By
 JD1964  HISTORY     - 1963     MONUMENTED       CGS
 JD1964
 JD1964                          STATION DESCRIPTION
 JD1964
 JD1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1964'11.2 MI NE FROM KNOB NOSTER.
 JD1964'ABOUT 8.5 MILES NORTH ALONG PAVED COUNTY ROAD J FROM THE
 JD1964'INTERSECTION OF U.S. HIGHWAY 50 AT KNOB NOSTER, THENCE 2.15
 JD1964'MILES NORTHEAST ALONG A GRADED COUNTY ROAD, THENCE 0.5 MILE
 JD1964'NORTHEAST ALONG A GRADED COUNTY ROAD, ON THE OUTSIDE OF A SHARP
 JD1964'CURVE AND 45 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 8.0
 JD1964'FEET NORTH OF AN EAST-WEST FENCE, 7.0 FEET WEST OF A POWER POLE
 JD1964'BRACED BY 4 GUY WIRES, 1.7 FEET EAST OF A METAL WITNESS POST,
 JD1964'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 JD1964'A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1898 ***********************************************************************
 JD1898  DESIGNATION -  M 3 B 1
 JD1898  PID         -  JD1898
 JD1898  STATE/COUNTY-  MO/JOHNSON
 JD1898  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1898
 JD1898                         *CURRENT SURVEY CONTROL
 JD1898  ___________________________________________________________________
 JD1898* NAD 83(1986)-  38 50 37.     (N)    093 44 43.     (W)     SCALED    
 JD1898* NAVD 88     -       251.416  (meters)     824.85   (feet)  ADJUSTED  
 JD1898  ___________________________________________________________________
 JD1898  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1898  DYNAMIC HT  -         251.249 (meters)     824.31  (feet)  COMP
 JD1898  MODELED GRAV-     979,956.6   (mgal)                       NAVD 88
 JD1898
 JD1898  VERT ORDER  -  SECOND    CLASS 0
 JD1898
 JD1898.The horizontal coordinates were scaled from a topographic map and have
 JD1898.an estimated accuracy of +/- 6 seconds.
 JD1898
 JD1898.The orthometric height was determined by differential leveling
 JD1898.and adjusted by the National Geodetic Survey in June 1991..
 JD1898
 JD1898.The geoid height was determined by GEOID03.
 JD1898
 JD1898.The dynamic height is computed by dividing the NAVD 88
 JD1898.geopotential number by the normal gravity value computed on the
 JD1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1898.degrees latitude (g = 980.6199 gals.).
 JD1898
 JD1898.The modeled gravity was interpolated from observed gravity values.
 JD1898
 JD1898;                    North         East    Units  Estimated Accuracy
 JD1898;SPC MO W     -   297,360.      915,520.      MT  (+/- 180 meters Scaled)
 JD1898
 JD1898                          SUPERSEDED SURVEY CONTROL
 JD1898
 JD1898  NGVD 29 (??/??/92)  251.32   (m)          824.5    (f) COMPUTED    2 0
 JD1898
 JD1898.Superseded values are not recommended for survey control.
 JD1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1898.See file dsdata.txt to determine how the superseded data were derived.
 JD1898
 JD1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC353996(NAD 83)
 JD1898_MARKER: Z = SEE DESCRIPTION
 JD1898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1898_SP_SET: TRIBACH
 JD1898_STAMPING: M 3 B 1
 JD1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1898
 JD1898  HISTORY     - Date     Condition        Report By
 JD1898  HISTORY     - UNK      MONUMENTED       DOD
 JD1898  HISTORY     - 1963     GOOD             NGS
 JD1898
 JD1898                          STATION DESCRIPTION
 JD1898
 JD1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1898'5.6 MI N FROM WARRENSBURG.
 JD1898'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE INTERSECTION
 JD1898'OF BUSINESS ROUTE U.S. HIGHWAY 50 AT WARRENSBURG, THENCE 0.1
 JD1898'MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.2 MILE SOUTHWEST
 JD1898'ACROSS A FIELD, IN S 26, R 26 W, T 47 N, 19 FEET EAST OF A
 JD1898'NORTH-SOUTH FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 JD1898'TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1899 ***********************************************************************
 JD1899  DESIGNATION -  M 3 B 2
 JD1899  PID         -  JD1899
 JD1899  STATE/COUNTY-  MO/JOHNSON
 JD1899  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1899
 JD1899                         *CURRENT SURVEY CONTROL
 JD1899  ___________________________________________________________________
 JD1899* NAD 83(1986)-  38 50 44.     (N)    093 44 36.     (W)     SCALED    
 JD1899* NAVD 88     -       254.288  (meters)     834.28   (feet)  ADJUSTED  
 JD1899  ___________________________________________________________________
 JD1899  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1899  DYNAMIC HT  -         254.119 (meters)     833.72  (feet)  COMP
 JD1899  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 JD1899
 JD1899  VERT ORDER  -  SECOND    CLASS 0
 JD1899
 JD1899.The horizontal coordinates were scaled from a topographic map and have
 JD1899.an estimated accuracy of +/- 6 seconds.
 JD1899
 JD1899.The orthometric height was determined by differential leveling
 JD1899.and adjusted by the National Geodetic Survey in June 1991..
 JD1899
 JD1899.The geoid height was determined by GEOID03.
 JD1899
 JD1899.The dynamic height is computed by dividing the NAVD 88
 JD1899.geopotential number by the normal gravity value computed on the
 JD1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1899.degrees latitude (g = 980.6199 gals.).
 JD1899
 JD1899.The modeled gravity was interpolated from observed gravity values.
 JD1899
 JD1899;                    North         East    Units  Estimated Accuracy
 JD1899;SPC MO W     -   297,580.      915,690.      MT  (+/- 180 meters Scaled)
 JD1899
 JD1899                          SUPERSEDED SURVEY CONTROL
 JD1899
 JD1899  NGVD 29 (??/??/92)  254.20   (m)          834.0    (f) COMPUTED    2 0
 JD1899
 JD1899.Superseded values are not recommended for survey control.
 JD1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1899.See file dsdata.txt to determine how the superseded data were derived.
 JD1899
 JD1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC354999(NAD 83)
 JD1899_MARKER: Z = SEE DESCRIPTION
 JD1899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1899_SP_SET: TRIBRACH
 JD1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1899
 JD1899  HISTORY     - Date     Condition        Report By
 JD1899  HISTORY     - 1963     MONUMENTED       CGS
 JD1899
 JD1899                          STATION DESCRIPTION
 JD1899
 JD1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1899'5.3 MI N FROM WARRENSBURG.
 JD1899'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE INTERSECTION
 JD1899'OF BUSINESS ROUTE U.S. HIGHWAY 50 AT WARRENSBURG, THENCE 0.1
 JD1899'MILE WEST ALONG A GRAVELED COUNTY ROAD, IN S 26, R 26 W, T 47 N,
 JD1899'ON THE CREST OF A SMALL HILL, ABOUT 240 FEET NORTH OF THE CENTERLINE
 JD1899'OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1902 ***********************************************************************
 JD1902  DESIGNATION -  M 3 Z
 JD1902  PID         -  JD1902
 JD1902  STATE/COUNTY-  MO/JOHNSON
 JD1902  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1902
 JD1902                         *CURRENT SURVEY CONTROL
 JD1902  ___________________________________________________________________
 JD1902* NAD 83(1986)-  38 50 53.     (N)    093 44 12.     (W)     SCALED    
 JD1902* NAVD 88     -       255.293  (meters)     837.57   (feet)  ADJUSTED  
 JD1902  ___________________________________________________________________
 JD1902  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1902  DYNAMIC HT  -         255.123 (meters)     837.02  (feet)  COMP
 JD1902  MODELED GRAV-     979,957.5   (mgal)                       NAVD 88
 JD1902
 JD1902  VERT ORDER  -  SECOND    CLASS 0
 JD1902
 JD1902.The horizontal coordinates were scaled from a topographic map and have
 JD1902.an estimated accuracy of +/- 6 seconds.
 JD1902
 JD1902.The orthometric height was determined by differential leveling
 JD1902.and adjusted by the National Geodetic Survey in June 1991..
 JD1902
 JD1902.The geoid height was determined by GEOID03.
 JD1902
 JD1902.The dynamic height is computed by dividing the NAVD 88
 JD1902.geopotential number by the normal gravity value computed on the
 JD1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1902.degrees latitude (g = 980.6199 gals.).
 JD1902
 JD1902.The modeled gravity was interpolated from observed gravity values.
 JD1902
 JD1902;                    North         East    Units  Estimated Accuracy
 JD1902;SPC MO W     -   297,860.      916,260.      MT  (+/- 180 meters Scaled)
 JD1902
 JD1902                          SUPERSEDED SURVEY CONTROL
 JD1902
 JD1902  NGVD 29 (??/??/92)  255.203  (m)          837.28   (f) ADJ UNCH    2 0
 JD1902
 JD1902.Superseded values are not recommended for survey control.
 JD1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1902.See file dsdata.txt to determine how the superseded data were derived.
 JD1902
 JD1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD360001(NAD 83)
 JD1902_MARKER: DS = TRIANGULATION STATION DISK
 JD1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1902_STAMPING: M 3 Z 1963
 JD1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1902+STABILITY: SURFACE MOTION
 JD1902
 JD1902  HISTORY     - Date     Condition        Report By
 JD1902  HISTORY     - 1963     MONUMENTED       CGS
 JD1902
 JD1902                          STATION DESCRIPTION
 JD1902
 JD1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1902'5.7 MI N FROM WARRENSBURG.
 JD1902'ABOUT 5.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE INTERSECTION
 JD1902'OF BUSINESS ROUTE U.S. HIGHWAY 50 AT WARRENSBURG, THENCE 0.2 MILE
 JD1902'EAST ALONG A GRAVELED COUNTY ROAD, AT THE CREST OF A HILL, IN
 JD1902'THE BACK YARD OF PROPERTY OWNED BY MR. E.E. BALES, IN S 31, R
 JD1902'26 W, T 47 N, 56 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JD1902'FARM HOUSE, 31 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A WINDMILL,
 JD1902'5.6 FEET NORTH OF A METER POLE, 59.0 FEET NORTHWEST ACROSS A
 JD1902'DRIVEWAY FROM RM 2, 91.0 FEET SOUTHWEST ACROSS THE DRIVEWAY
 JD1902'FROM RM 1, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1902'0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1900 ***********************************************************************
 JD1900  DESIGNATION -  M 3 Z RM 1
 JD1900  PID         -  JD1900
 JD1900  STATE/COUNTY-  MO/JOHNSON
 JD1900  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1900
 JD1900                         *CURRENT SURVEY CONTROL
 JD1900  ___________________________________________________________________
 JD1900* NAD 83(1986)-  38 50 54.     (N)    093 44 11.     (W)     SCALED    
 JD1900* NAVD 88     -       255.593  (meters)     838.56   (feet)  ADJUSTED  
 JD1900  ___________________________________________________________________
 JD1900  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1900  DYNAMIC HT  -         255.423 (meters)     838.00  (feet)  COMP
 JD1900  MODELED GRAV-     979,957.5   (mgal)                       NAVD 88
 JD1900
 JD1900  VERT ORDER  -  SECOND    CLASS 0
 JD1900
 JD1900.The horizontal coordinates were scaled from a topographic map and have
 JD1900.an estimated accuracy of +/- 6 seconds.
 JD1900
 JD1900.The orthometric height was determined by differential leveling
 JD1900.and adjusted by the National Geodetic Survey in June 1991..
 JD1900
 JD1900.The geoid height was determined by GEOID03.
 JD1900
 JD1900.The dynamic height is computed by dividing the NAVD 88
 JD1900.geopotential number by the normal gravity value computed on the
 JD1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1900.degrees latitude (g = 980.6199 gals.).
 JD1900
 JD1900.The modeled gravity was interpolated from observed gravity values.
 JD1900
 JD1900;                    North         East    Units  Estimated Accuracy
 JD1900;SPC MO W     -   297,890.      916,290.      MT  (+/- 180 meters Scaled)
 JD1900
 JD1900                          SUPERSEDED SURVEY CONTROL
 JD1900
 JD1900  NGVD 29 (??/??/92)  255.503  (m)          838.26   (f) ADJ UNCH    2 0
 JD1900
 JD1900.Superseded values are not recommended for survey control.
 JD1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1900.See file dsdata.txt to determine how the superseded data were derived.
 JD1900
 JD1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD360002(NAD 83)
 JD1900_MARKER: DR = REFERENCE MARK DISK
 JD1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1900_STAMPING: M 3 Z NO 1 1963
 JD1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1900+STABILITY: SURFACE MOTION
 JD1900
 JD1900  HISTORY     - Date     Condition        Report By
 JD1900  HISTORY     - 1963     MONUMENTED       CGS
 JD1900
 JD1900                          STATION DESCRIPTION
 JD1900
 JD1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1900'5.7 MI N FROM WARRENSBURG.
 JD1900'ABOUT 5.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE INTERSECTION
 JD1900'OF BUSINESS ROUTE U.S. HIGHWAY 50 AT WARRENSBURG, THENCE 0.2
 JD1900'MILE EAST ALONG A GRAVELED COUNTY ROAD, AT THE CREST OF A HILL,
 JD1900'IN THE BACK YARD OF PROPERTY OWNED BY MR. E.E. BALES, IN S 31,
 JD1900'R 26 W, T 47 N, 91.0 FEET NORTHEAST ACROSS THE DRIVEWAY FROM THE
 JD1900'STATION MARK, 79.0 FEET NORTH OF R.M. 2, 10.5 FEET EAST OF THE
 JD1900'CENTERLINE OF THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE
 JD1900'POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1901 ***********************************************************************
 JD1901  DESIGNATION -  M 3 Z RM 2
 JD1901  PID         -  JD1901
 JD1901  STATE/COUNTY-  MO/JOHNSON
 JD1901  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1901
 JD1901                         *CURRENT SURVEY CONTROL
 JD1901  ___________________________________________________________________
 JD1901* NAD 83(1986)-  38 50 53.     (N)    093 44 11.     (W)     SCALED    
 JD1901* NAVD 88     -       254.538  (meters)     835.10   (feet)  ADJUSTED  
 JD1901  ___________________________________________________________________
 JD1901  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1901  DYNAMIC HT  -         254.369 (meters)     834.54  (feet)  COMP
 JD1901  MODELED GRAV-     979,957.5   (mgal)                       NAVD 88
 JD1901
 JD1901  VERT ORDER  -  SECOND    CLASS 0
 JD1901
 JD1901.The horizontal coordinates were scaled from a topographic map and have
 JD1901.an estimated accuracy of +/- 6 seconds.
 JD1901
 JD1901.The orthometric height was determined by differential leveling
 JD1901.and adjusted by the National Geodetic Survey in June 1991..
 JD1901
 JD1901.The geoid height was determined by GEOID03.
 JD1901
 JD1901.The dynamic height is computed by dividing the NAVD 88
 JD1901.geopotential number by the normal gravity value computed on the
 JD1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1901.degrees latitude (g = 980.6199 gals.).
 JD1901
 JD1901.The modeled gravity was interpolated from observed gravity values.
 JD1901
 JD1901;                    North         East    Units  Estimated Accuracy
 JD1901;SPC MO W     -   297,860.      916,290.      MT  (+/- 180 meters Scaled)
 JD1901
 JD1901                          SUPERSEDED SURVEY CONTROL
 JD1901
 JD1901  NGVD 29 (??/??/92)  254.448  (m)          834.80   (f) ADJ UNCH    2 0
 JD1901
 JD1901.Superseded values are not recommended for survey control.
 JD1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1901.See file dsdata.txt to determine how the superseded data were derived.
 JD1901
 JD1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD360001(NAD 83)
 JD1901_MARKER: DR = REFERENCE MARK DISK
 JD1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1901_STAMPING: M 3 Z NO 2 1963
 JD1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1901+STABILITY: SURFACE MOTION
 JD1901
 JD1901  HISTORY     - Date     Condition        Report By
 JD1901  HISTORY     - 1963     MONUMENTED       CGS
 JD1901
 JD1901                          STATION DESCRIPTION
 JD1901
 JD1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1901'5.7 MI N FROM WARRENSBURG.
 JD1901'ABOUT 5.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE INTERSECTION
 JD1901'OF BUSINESS ROUTE U.S. HIGHWAY 50 AT WARRENSBURG, THENCE 0.2
 JD1901'MILE EAST ALONG A GRAVELED COUNTY ROAD, AT THE CREST OF A HILL,
 JD1901'IN THE BACK YARD OF PROPERTY OWNED BY MR. E.E. BALES, IN S 31,
 JD1901'R 26 W, T 47 N, 79.0 FEET SOUTH OF R.M. 1, 59 FEET SOUTHEAST
 JD1901'ACROSS A DRIVEWAY FROM THE STATION MARK, 10.5 FEET EAST OF THE
 JD1901'CENTERLINE OF THE DRIVEWAY, 1.5 FEET WEST OF A FENCE, AND SET
 JD1901'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0189 ***********************************************************************
 JD0189  DESIGNATION -  M 30
 JD0189  PID         -  JD0189
 JD0189  STATE/COUNTY-  MO/CAMDEN
 JD0189  USGS QUAD   -  CAMDENTON (1983)
 JD0189
 JD0189                         *CURRENT SURVEY CONTROL
 JD0189  ___________________________________________________________________
 JD0189* NAD 83(1997)-  38 00 29.47344(N)    092 44 39.23511(W)     ADJUSTED  
 JD0189* NAVD 88     -       318.056  (meters)    1043.49   (feet)  ADJUSTED  
 JD0189  ___________________________________________________________________
 JD0189  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 JD0189  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JD0189  DYNAMIC HT  -         317.819 (meters)    1042.71  (feet)  COMP
 JD0189  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 JD0189
 JD0189  HORZ ORDER  -  SECOND
 JD0189  VERT ORDER  -  SECOND    CLASS 0
 JD0189
 JD0189.The horizontal coordinates were established by classical geodetic methods
 JD0189.and adjusted by the National Geodetic Survey in February 2000..
 JD0189
 JD0189.The orthometric height was determined by differential leveling
 JD0189.and adjusted by the National Geodetic Survey in June 1991..
 JD0189
 JD0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD0189
 JD0189.The geoid height was determined by GEOID03.
 JD0189
 JD0189.The dynamic height is computed by dividing the NAVD 88
 JD0189.geopotential number by the normal gravity value computed on the
 JD0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0189.degrees latitude (g = 980.6199 gals.).
 JD0189
 JD0189.The modeled gravity was interpolated from observed gravity values.
 JD0189
 JD0189;                    North         East     Units Scale Factor Converg.
 JD0189;SPC MO C     -   241,369.052   478,552.304   MT  0.99993900   -0 09 01.4
 JD0189;UTM  15      - 4,206,754.253   522,453.271   MT  0.99960621   +0 09 27.0
 JD0189
 JD0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD0189!SPC MO C     -   0.99995504  x   0.99993900  =   0.99989404
 JD0189!UTM  15      -   0.99995504  x   0.99960621  =   0.99956126
 JD0189
 JD0189                          SUPERSEDED SURVEY CONTROL
 JD0189
 JD0189  NAD 83(1986)-  38 00 29.48203(N)    092 44 39.23679(W) AD(       ) 2
 JD0189  NAD 27      -  38 00 29.35700(N)    092 44 38.57200(W) AD(       ) 2
 JD0189  NGVD 29 (??/??/92)  317.954  (m)         1043.15   (f) ADJ UNCH    2 0
 JD0189
 JD0189.Superseded values are not recommended for survey control.
 JD0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0189.See file dsdata.txt to determine how the superseded data were derived.
 JD0189
 JD0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2245306754(NAD 83)
 JD0189_MARKER: DB = BENCH MARK DISK
 JD0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0189_STAMPING: M 30 1934
 JD0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0189+STABILITY: SURFACE MOTION
 JD0189
 JD0189  HISTORY     - Date     Condition        Report By
 JD0189  HISTORY     - 1934     MONUMENTED       CGS
 JD0189  HISTORY     - 1947     GOOD             CGS
 JD0189  HISTORY     - 1981     MARK NOT FOUND   NGS
 JD0189  HISTORY     - 1981     MARK NOT FOUND   NGS
 JD0189
 JD0189                          STATION DESCRIPTION
 JD0189
 JD0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JD0189'AT CAMDENTON.
 JD0189'AT CAMDENTON, ON STATE HIGHWAY 5, AT THE JUNCTION OF U.S. HIGHWAY
 JD0189'54, AT THE SOUTHEAST SIDE OF THE SOUTHEAST SHRUBBERY PLOT, 100
 JD0189'YARDS EAST OF THE EAST STEPS TO THE COUNTY COURTHOUSE, 80 FEET
 JD0189'SOUTHEAST OF THE CENTER OF THE JUNCTION, AND 92 FEET WEST OF THE
 JD0189'WEST ENTRANCE TO THE MASONIC TEMPLE.  A STANDARD DISK, STAMPED
 JD0189'M 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JD0189
 JD0189                          STATION RECOVERY (1947)
 JD0189
 JD0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MEW)
 JD0189'THE STATION IS LOCATED IN THE CITY OF CAMDENTON.  IT IS 6
 JD0189'FEET EAST OF A 10 INCH LOCUST TREE, IN AN ISLAND (EAST ONE
 JD0189'OF 4) FORMED BY THE JUNCTION OF U.S. HIGHWAY 54 AND STATE
 JD0189'HIGHWAY 5.  IT IS A STANDARD USC AND GS BENCH MARK DISK SET
 JD0189'IN THE TOP OF A 6 INCH CYLINDER OF CONCRETE.  IT IS STAMPED
 JD0189'M 30 1934 AND PROJECTS 4 INCHES.
 JD0189'
 JD0189'A TRAVERSE CONNECTION WAS MADE FROM STATION CAMDENTON AND
 JD0189'THE DISTANCE IS 118.501 METERS OR 388.78 FEET.
 JD0189
 JD0189                          STATION RECOVERY (1981)
 JD0189
 JD0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JD0189'THE MARK WAS SEARCHED FOR BUT NOT FOUND.  CONSIDERABLE PROBING IN THE
 JD0189'IMMEDIATE AREA PRODUCED NOT RESULTS.
 JD0189
 JD0189                          STATION RECOVERY (1981)
 JD0189
 JD0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JD0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2082 ***********************************************************************
 JD2082  DESIGNATION -  M 301
 JD2082  PID         -  JD2082
 JD2082  STATE/COUNTY-  MO/JOHNSON
 JD2082  USGS QUAD   -  PITTSVILLE (1981)
 JD2082
 JD2082                         *CURRENT SURVEY CONTROL
 JD2082  ___________________________________________________________________
 JD2082* NAD 83(1986)-  38 50 08.     (N)    093 56 44.     (W)     SCALED    
 JD2082* NAVD 88     -       272.726  (meters)     894.77   (feet)  ADJUSTED  
 JD2082  ___________________________________________________________________
 JD2082  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2082  DYNAMIC HT  -         272.544 (meters)     894.17  (feet)  COMP
 JD2082  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 JD2082
 JD2082  VERT ORDER  -  SECOND    CLASS 0
 JD2082
 JD2082.The horizontal coordinates were scaled from a topographic map and have
 JD2082.an estimated accuracy of +/- 6 seconds.
 JD2082
 JD2082.The orthometric height was determined by differential leveling
 JD2082.and adjusted by the National Geodetic Survey in June 1991..
 JD2082
 JD2082.The geoid height was determined by GEOID03.
 JD2082
 JD2082.The dynamic height is computed by dividing the NAVD 88
 JD2082.geopotential number by the normal gravity value computed on the
 JD2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2082.degrees latitude (g = 980.6199 gals.).
 JD2082
 JD2082.The modeled gravity was interpolated from observed gravity values.
 JD2082
 JD2082;                    North         East    Units  Estimated Accuracy
 JD2082;SPC MO W     -   296,340.      898,140.      MT  (+/- 180 meters Scaled)
 JD2082
 JD2082                          SUPERSEDED SURVEY CONTROL
 JD2082
 JD2082  NGVD 29 (??/??/92)  272.627  (m)          894.44   (f) ADJ UNCH    2 0
 JD2082
 JD2082.Superseded values are not recommended for survey control.
 JD2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2082.See file dsdata.txt to determine how the superseded data were derived.
 JD2082
 JD2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC179989(NAD 83)
 JD2082_MARKER: DB = BENCH MARK DISK
 JD2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2082_STAMPING: M 301 1963
 JD2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2082+STABILITY: SURFACE MOTION
 JD2082
 JD2082  HISTORY     - Date     Condition        Report By
 JD2082  HISTORY     - 1963     MONUMENTED       CGS
 JD2082  HISTORY     - 1969     GOOD             NGS
 JD2082
 JD2082                          STATION DESCRIPTION
 JD2082
 JD2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2082'2.8 MI SE FROM PITTSVILLE.
 JD2082'ABOUT 2.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JD2082'INTERSECTION OF STATE HIGHWAY 131 AT PITTSVILLE, ON THE
 JD2082'OUTSIDE OF A CURVE AND 39 FEET NORTHEAST OF THE CENTERLINE
 JD2082'OF THE HIGHWAY, 14.3 FEET NORTHWEST OF THE CENTERLINE OF A
 JD2082'ROAD AT THE ENTRANCE TO A FIELD, 2.0 FEET SOUTHWEST OF A
 JD2082'FENCE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 JD2082'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JD2082'CONCRETE POST PROJECTING 0.5 FOOT.
 JD2082
 JD2082                          STATION RECOVERY (1969)
 JD2082
 JD2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JD2082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2083 ***********************************************************************
 JD2083  DESIGNATION -  M 301 RESET
 JD2083  PID         -  JD2083
 JD2083  STATE/COUNTY-  MO/JOHNSON
 JD2083  USGS QUAD   -  PITTSVILLE (1981)
 JD2083
 JD2083                         *CURRENT SURVEY CONTROL
 JD2083  ___________________________________________________________________
 JD2083* NAD 83(1986)-  38 50 09.     (N)    093 56 44.     (W)     SCALED    
 JD2083* NAVD 88     -       273.43   (meters)     897.1    (feet)  RESET     
 JD2083  ___________________________________________________________________
 JD2083  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD2083
 JD2083  VERT ORDER  -  THIRD
 JD2083
 JD2083.The horizontal coordinates were scaled from a topographic map and have
 JD2083.an estimated accuracy of +/- 6 seconds.
 JD2083
 JD2083.The orthometric height was computed from unverified reset data.
 JD2083
 JD2083.The geoid height was determined by GEOID03.
 JD2083
 JD2083;                    North         East    Units  Estimated Accuracy
 JD2083;SPC MO W     -   296,370.      898,140.      MT  (+/- 180 meters Scaled)
 JD2083
 JD2083                          SUPERSEDED SURVEY CONTROL
 JD2083
 JD2083.No superseded survey control is available for this station.
 JD2083
 JD2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC179989(NAD 83)
 JD2083_MARKER: DB = BENCH MARK DISK
 JD2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2083_STAMPING: M 301 RESET 1966
 JD2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2083+STABILITY: SURFACE MOTION
 JD2083
 JD2083  HISTORY     - Date     Condition        Report By
 JD2083  HISTORY     - 1966     MONUMENTED       MOHC
 JD2083
 JD2083                          STATION DESCRIPTION
 JD2083
 JD2083'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1966
 JD2083'2.8 MI SE FROM PITTSVILLE.
 JD2083'ABOUT 2.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM ITS
 JD2083'INTERSECTION WITH STATE HIGHWAY 131 AT PITTSVILLE, ON THE
 JD2083'INSIDE OF A CURVE, 140 FEET NORTH OF THE CENTERLINE OF THE
 JD2083'MEDAN DITCH AT HIGHWAY STA. 526+15, 74 FEET NORTH OF THE
 JD2083'CENTERLINE OF THE WESTBOUND LANE, 68 FEET EAST OF A CROSS
 JD2083'FENCE, 2.2 FEET WEST OF A METAL WITNESS POST, ABOUT 3.5
 JD2083'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 JD2083'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0218 ***********************************************************************
 JE0218  DESIGNATION -  M 302
 JE0218  PID         -  JE0218
 JE0218  STATE/COUNTY-  MO/CASS
 JE0218  USGS QUAD   -  GARDEN CITY (1954)
 JE0218
 JE0218                         *CURRENT SURVEY CONTROL
 JE0218  ___________________________________________________________________
 JE0218* NAD 83(1986)-  38 37 13.     (N)    094 07 55.     (W)     SCALED    
 JE0218* NAVD 88     -       267.931  (meters)     879.04   (feet)  ADJUSTED  
 JE0218  ___________________________________________________________________
 JE0218  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JE0218  DYNAMIC HT  -         267.747 (meters)     878.43  (feet)  COMP
 JE0218  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 JE0218
 JE0218  VERT ORDER  -  SECOND    CLASS 0
 JE0218
 JE0218.The horizontal coordinates were scaled from a topographic map and have
 JE0218.an estimated accuracy of +/- 6 seconds.
 JE0218
 JE0218.The orthometric height was determined by differential leveling
 JE0218.and adjusted by the National Geodetic Survey in June 1991..
 JE0218
 JE0218.The geoid height was determined by GEOID03.
 JE0218
 JE0218.The dynamic height is computed by dividing the NAVD 88
 JE0218.geopotential number by the normal gravity value computed on the
 JE0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0218.degrees latitude (g = 980.6199 gals.).
 JE0218
 JE0218.The modeled gravity was interpolated from observed gravity values.
 JE0218
 JE0218;                    North         East    Units  Estimated Accuracy
 JE0218;SPC MO W     -   272,360.      882,050.      MT  (+/- 180 meters Scaled)
 JE0218
 JE0218                          SUPERSEDED SURVEY CONTROL
 JE0218
 JE0218  NGVD 29 (??/??/92)  267.813  (m)          878.65   (f) ADJ UNCH    2 0
 JE0218
 JE0218.Superseded values are not recommended for survey control.
 JE0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0218.See file dsdata.txt to determine how the superseded data were derived.
 JE0218
 JE0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC014752(NAD 83)
 JE0218_MARKER: DB = BENCH MARK DISK
 JE0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0218_STAMPING: M 302 1963
 JE0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0218+STABILITY: SURFACE MOTION
 JE0218
 JE0218  HISTORY     - Date     Condition        Report By
 JE0218  HISTORY     - 1963     MONUMENTED       CGS
 JE0218
 JE0218                          STATION DESCRIPTION
 JE0218
 JE0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0218'2.4 MI SW FROM LA TOUR.
 JE0218'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 2 FROM THE CONSOLIDATED
 JE0218'SCHOOL AT LA TOUR, THENCE 0.7 MILE SOUTH ALONG A GRAVELED
 JE0218'COUNTY ROAD, IN S 9, R 29 W, T 44 N, 18.5 FEET WEST OF THE
 JE0218'CENTERLINE OF THE ROAD, 4.0 FEET SOUTHEAST OF THE SOUTH END
 JE0218'OF A METAL GATE, 2.5 FEET EAST OF A RIGHT-OF-WAY FENCE, 2.0 FEET
 JE0218'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 JE0218'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0218'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0259 ***********************************************************************
 JE0259  DESIGNATION -  M 303
 JE0259  PID         -  JE0259
 JE0259  STATE/COUNTY-  MO/JOHNSON
 JE0259  USGS QUAD   -  QUICK CITY (1954)
 JE0259
 JE0259                         *CURRENT SURVEY CONTROL
 JE0259  ___________________________________________________________________
 JE0259* NAD 83(1986)-  38 34 33.     (N)    094 00 46.     (W)     SCALED    
 JE0259* NAVD 88     -       236.236  (meters)     775.05   (feet)  ADJUSTED  
 JE0259  ___________________________________________________________________
 JE0259  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JE0259  DYNAMIC HT  -         236.073 (meters)     774.52  (feet)  COMP
 JE0259  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 JE0259
 JE0259  VERT ORDER  -  SECOND    CLASS 0
 JE0259
 JE0259.The horizontal coordinates were scaled from a topographic map and have
 JE0259.an estimated accuracy of +/- 6 seconds.
 JE0259
 JE0259.The orthometric height was determined by differential leveling
 JE0259.and adjusted by the National Geodetic Survey in June 1991..
 JE0259
 JE0259.The geoid height was determined by GEOID03.
 JE0259
 JE0259.The dynamic height is computed by dividing the NAVD 88
 JE0259.geopotential number by the normal gravity value computed on the
 JE0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0259.degrees latitude (g = 980.6199 gals.).
 JE0259
 JE0259.The modeled gravity was interpolated from observed gravity values.
 JE0259
 JE0259;                    North         East    Units  Estimated Accuracy
 JE0259;SPC MO W     -   267,480.      892,460.      MT  (+/- 180 meters Scaled)
 JE0259
 JE0259                          SUPERSEDED SURVEY CONTROL
 JE0259
 JE0259  NGVD 29 (??/??/92)  236.119  (m)          774.67   (f) ADJ UNCH    2 0
 JE0259
 JE0259.Superseded values are not recommended for survey control.
 JE0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0259.See file dsdata.txt to determine how the superseded data were derived.
 JE0259
 JE0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC117701(NAD 83)
 JE0259_MARKER: DB = BENCH MARK DISK
 JE0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0259_SP_SET: BRIDGE ABUTMENT
 JE0259_STAMPING: M 303 1963
 JE0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0259+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1996
 JE0259
 JE0259  HISTORY     - Date     Condition        Report By
 JE0259  HISTORY     - 1963     MONUMENTED       CGS
 JE0259  HISTORY     - 19961007 GOOD             MOHC
 JE0259
 JE0259                          STATION DESCRIPTION
 JE0259
 JE0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0259'8.4 MI N FROM URICH.
 JE0259'ABOUT 8.4 MILES NORTH ALONG GRAVELED STATE ROAD B FROM THE
 JE0259'JUNCTION OF STATE HIGHWAY 7 AT URICH, IN S 26, R 28 W, T 44 N,
 JE0259'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT
 JE0259'OF A CONCRETE BRIDGE, ABOUT 100 YARDS SOUTH OF THE CENTER OF
 JE0259'A RAILROAD CROSSING, 12 FEET EAST OF THE CENTERLINE OF THE
 JE0259'ROAD, 0.6 FOOT WEST OF THE EAST EDGE OF THE ABUTMENT, AND ABOUT
 JE0259'1 FOOT ABOVE THE LEVEL OF THE ROAD.
 JE0259
 JE0259                          STATION RECOVERY (1996)
 JE0259
 JE0259'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1996 (MP)
 JE0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2270 ***********************************************************************
 JD2270  DESIGNATION -  M 304
 JD2270  PID         -  JD2270
 JD2270  STATE/COUNTY-  MO/JOHNSON
 JD2270  USGS QUAD   -  CHILHOWEE (1955)
 JD2270
 JD2270                         *CURRENT SURVEY CONTROL
 JD2270  ___________________________________________________________________
 JD2270* NAD 83(1986)-  38 33 43.     (N)    093 47 51.     (W)     SCALED    
 JD2270* NAVD 88     -       285.380  (meters)     936.28   (feet)  ADJUSTED  
 JD2270  ___________________________________________________________________
 JD2270  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JD2270  DYNAMIC HT  -         285.185 (meters)     935.64  (feet)  COMP
 JD2270  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 JD2270
 JD2270  VERT ORDER  -  SECOND    CLASS 0
 JD2270
 JD2270.The horizontal coordinates were scaled from a topographic map and have
 JD2270.an estimated accuracy of +/- 6 seconds.
 JD2270
 JD2270.The orthometric height was determined by differential leveling
 JD2270.and adjusted by the National Geodetic Survey in June 1991..
 JD2270
 JD2270.The geoid height was determined by GEOID03.
 JD2270
 JD2270.The dynamic height is computed by dividing the NAVD 88
 JD2270.geopotential number by the normal gravity value computed on the
 JD2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2270.degrees latitude (g = 980.6199 gals.).
 JD2270
 JD2270.The modeled gravity was interpolated from observed gravity values.
 JD2270
 JD2270;                    North         East    Units  Estimated Accuracy
 JD2270;SPC MO W     -   266,060.      911,230.      MT  (+/- 180 meters Scaled)
 JD2270
 JD2270                          SUPERSEDED SURVEY CONTROL
 JD2270
 JD2270  NGVD 29 (??/??/92)  285.269  (m)          935.92   (f) ADJ UNCH    2 0
 JD2270
 JD2270.Superseded values are not recommended for survey control.
 JD2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2270.See file dsdata.txt to determine how the superseded data were derived.
 JD2270
 JD2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC305684(NAD 83)
 JD2270_MARKER: DB = BENCH MARK DISK
 JD2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2270_STAMPING: M 304 1963
 JD2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2270+STABILITY: SURFACE MOTION
 JD2270
 JD2270  HISTORY     - Date     Condition        Report By
 JD2270  HISTORY     - 1963     MONUMENTED       CGS
 JD2270
 JD2270                          STATION DESCRIPTION
 JD2270
 JD2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2270'2.8 MI SW FROM POST OAK.
 JD2270'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE POST
 JD2270'OAK GENERAL STORE AT POST OAK, THENCE 2.0 MILES WEST ALONG
 JD2270'THE HENRY-JOHNSON COUNTY LINE ROAD WHICH IS GRAVELED, IN S 28,
 JD2270'R 26 W, T 44 N, 0.05 MILE EAST OF A PRIVATE DRIVEWAY, 21 FEET
 JD2270'NORTH OF THE CENTERLINE OF THE ROAD, 78 FEET WEST OF A POWER
 JD2270'POLE, 2.0 FEET SOUTH OF A T-JUNCTION OF FENCES, 1.5 FEET WEST
 JD2270'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 JD2270'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2279 ***********************************************************************
 JD2279  DESIGNATION -  M 305
 JD2279  PID         -  JD2279
 JD2279  STATE/COUNTY-  MO/JOHNSON
 JD2279  USGS QUAD   -  HOLDEN (1954)
 JD2279
 JD2279                         *CURRENT SURVEY CONTROL
 JD2279  ___________________________________________________________________
 JD2279* NAD 83(1986)-  38 37 45.     (N)    093 54 53.     (W)     SCALED    
 JD2279* NAVD 88     -       268.156  (meters)     879.78   (feet)  ADJUSTED  
 JD2279  ___________________________________________________________________
 JD2279  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JD2279  DYNAMIC HT  -         267.973 (meters)     879.17  (feet)  COMP
 JD2279  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JD2279
 JD2279  VERT ORDER  -  SECOND    CLASS 0
 JD2279
 JD2279.The horizontal coordinates were scaled from a topographic map and have
 JD2279.an estimated accuracy of +/- 6 seconds.
 JD2279
 JD2279.The orthometric height was determined by differential leveling
 JD2279.and adjusted by the National Geodetic Survey in June 1991..
 JD2279
 JD2279.The geoid height was determined by GEOID03.
 JD2279
 JD2279.The dynamic height is computed by dividing the NAVD 88
 JD2279.geopotential number by the normal gravity value computed on the
 JD2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2279.degrees latitude (g = 980.6199 gals.).
 JD2279
 JD2279.The modeled gravity was interpolated from observed gravity values.
 JD2279
 JD2279;                    North         East    Units  Estimated Accuracy
 JD2279;SPC MO W     -   273,450.      900,960.      MT  (+/- 180 meters Scaled)
 JD2279
 JD2279                          SUPERSEDED SURVEY CONTROL
 JD2279
 JD2279  NGVD 29 (??/??/92)  268.047  (m)          879.42   (f) ADJ UNCH    2 0
 JD2279
 JD2279.Superseded values are not recommended for survey control.
 JD2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2279.See file dsdata.txt to determine how the superseded data were derived.
 JD2279
 JD2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC203760(NAD 83)
 JD2279_MARKER: DB = BENCH MARK DISK
 JD2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2279_STAMPING: M 305 1963
 JD2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2279+STABILITY: SURFACE MOTION
 JD2279
 JD2279  HISTORY     - Date     Condition        Report By
 JD2279  HISTORY     - 1963     MONUMENTED       CGS
 JD2279  HISTORY     - 20060707 POOR             INDIV
 JD2279
 JD2279                          STATION DESCRIPTION
 JD2279
 JD2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2279'0.6 MI S FROM MAGNOLIA.
 JD2279'ABOUT 0.65 MILES SOUTH ALONG PAVED STATE ROAD 0 FROM MILLERS
 JD2279'STORE AT MAGNOLIA, IN S 5, R 27 W, T 44 N, 45 FEET SOUTHWEST
 JD2279'OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 32
 JD2279'FEET WEST OF THE CENTERLINE OF STATE ROAD, 31 FEET SOUTH OF
 JD2279'THE CENTERLINE OF THE EAST-WEST ROAD, 5 FEET SOUTHEAST OF A
 JD2279'FENCE CORNER, 5.5 FEET EAST OF A POWER POLE, 1.5 FEET NORTH OF
 JD2279'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JD2279'STATE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD2279'0.5 FOOT.
 JD2279
 JD2279                          STATION RECOVERY (2006)
 JD2279
 JD2279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2279'TOP OF CONCRETE POST IS NOW AT GROUND LEVEL AND THE DISC HAS BEEN
 JD2279'SCRAPED UP BADLY.
 JD2279' 
 JD2279'A NEW POWER POLE HAS PLACED AT THE SAME LOCATION OF THE PREVIOUS POLE.
 JD2279' 
 JD2279' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1650 ***********************************************************************
 JD1650  DESIGNATION -  M 306
 JD1650  PID         -  JD1650
 JD1650  STATE/COUNTY-  MO/HENRY
 JD1650  USGS QUAD   -  CLINTON NORTH (1981)
 JD1650
 JD1650                         *CURRENT SURVEY CONTROL
 JD1650  ___________________________________________________________________
 JD1650* NAD 83(1986)-  38 25 30.     (N)    093 46 40.     (W)     SCALED    
 JD1650* NAVD 88     -       248.128  (meters)     814.07   (feet)  ADJUSTED  
 JD1650  ___________________________________________________________________
 JD1650  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JD1650  DYNAMIC HT  -         247.957 (meters)     813.51  (feet)  COMP
 JD1650  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 JD1650
 JD1650  VERT ORDER  -  SECOND    CLASS 0
 JD1650
 JD1650.The horizontal coordinates were scaled from a topographic map and have
 JD1650.an estimated accuracy of +/- 6 seconds.
 JD1650
 JD1650.The orthometric height was determined by differential leveling
 JD1650.and adjusted by the National Geodetic Survey in June 1991..
 JD1650
 JD1650.The geoid height was determined by GEOID03.
 JD1650
 JD1650.The dynamic height is computed by dividing the NAVD 88
 JD1650.geopotential number by the normal gravity value computed on the
 JD1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1650.degrees latitude (g = 980.6199 gals.).
 JD1650
 JD1650.The modeled gravity was interpolated from observed gravity values.
 JD1650
 JD1650;                    North         East    Units  Estimated Accuracy
 JD1650;SPC MO W     -   250,870.      913,060.      MT  (+/- 180 meters Scaled)
 JD1650
 JD1650                          SUPERSEDED SURVEY CONTROL
 JD1650
 JD1650  NGVD 29 (??/??/92)  248.013  (m)          813.69   (f) ADJ UNCH    2 0
 JD1650
 JD1650.Superseded values are not recommended for survey control.
 JD1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1650.See file dsdata.txt to determine how the superseded data were derived.
 JD1650
 JD1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC321532(NAD 83)
 JD1650_MARKER: DB = BENCH MARK DISK
 JD1650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD1650_SP_SET: CULVERT
 JD1650_STAMPING: M 306 1963
 JD1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1650
 JD1650  HISTORY     - Date     Condition        Report By
 JD1650  HISTORY     - 1963     MONUMENTED       CGS
 JD1650
 JD1650                          STATION DESCRIPTION
 JD1650
 JD1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1650'5.3 MI E FROM GARLAND.
 JD1650'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE GARLAND
 JD1650'BAPTIST CHURCH AT GARLAND, THENCE 5.1 MILES EAST ALONG A
 JD1650'GRAVELED COUNTY ROAD, IN S 22, R 26 W, T 42 N, 46 FEET SOUTHWEST
 JD1650'OF THE CENTER OF THE T-JUNCTION OF A ROAD LEADING SOUTH, SET
 JD1650'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF
 JD1650'A 4 X 6 FOOT CONCRETE CULVERT UNDER THE ROAD LEADING SOUTH, 41
 JD1650'FEET SOUTH OF THE EAST-WEST ROAD, 18 FEET WEST OF THE CENTERLINE
 JD1650'OF THE ROAD LEADING SOUTH, 1.0 FOOT NORTH OF THE SOUTH EDGE OF
 JD1650'THE HEADWALL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2192 ***********************************************************************
 JD2192  DESIGNATION -  M 307
 JD2192  PID         -  JD2192
 JD2192  STATE/COUNTY-  MO/HENRY
 JD2192  USGS QUAD   -  LEETON (1981)
 JD2192
 JD2192                         *CURRENT SURVEY CONTROL
 JD2192  ___________________________________________________________________
 JD2192* NAD 83(1986)-  38 33 33.     (N)    093 39 30.     (W)     SCALED    
 JD2192* NAVD 88     -       262.778  (meters)     862.13   (feet)  ADJUSTED  
 JD2192  ___________________________________________________________________
 JD2192  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JD2192  DYNAMIC HT  -         262.595 (meters)     861.53  (feet)  COMP
 JD2192  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 JD2192
 JD2192  VERT ORDER  -  SECOND    CLASS 0
 JD2192
 JD2192.The horizontal coordinates were scaled from a topographic map and have
 JD2192.an estimated accuracy of +/- 6 seconds.
 JD2192
 JD2192.The orthometric height was determined by differential leveling
 JD2192.and adjusted by the National Geodetic Survey in June 1991..
 JD2192
 JD2192.The geoid height was determined by GEOID03.
 JD2192
 JD2192.The dynamic height is computed by dividing the NAVD 88
 JD2192.geopotential number by the normal gravity value computed on the
 JD2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2192.degrees latitude (g = 980.6199 gals.).
 JD2192
 JD2192.The modeled gravity was interpolated from observed gravity values.
 JD2192
 JD2192;                    North         East    Units  Estimated Accuracy
 JD2192;SPC MO W     -   265,850.      923,360.      MT  (+/- 180 meters Scaled)
 JD2192
 JD2192                          SUPERSEDED SURVEY CONTROL
 JD2192
 JD2192  NGVD 29 (??/??/92)  262.664  (m)          861.76   (f) ADJ UNCH    2 0
 JD2192
 JD2192.Superseded values are not recommended for survey control.
 JD2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2192.See file dsdata.txt to determine how the superseded data were derived.
 JD2192
 JD2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC426680(NAD 83)
 JD2192_MARKER: DB = BENCH MARK DISK
 JD2192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JD2192_SP_SET: BRIDGE
 JD2192_STAMPING: M 307 1963
 JD2192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2192
 JD2192  HISTORY     - Date     Condition        Report By
 JD2192  HISTORY     - 1963     MONUMENTED       CGS
 JD2192
 JD2192                          STATION DESCRIPTION
 JD2192
 JD2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2192'4.3 MI SE FROM LEETON.
 JD2192'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE SCHOOLHOUSE
 JD2192'AT LEETON, THENCE 2.1 MILES EAST ALONG GRAVELED STATE ROAD EE,
 JD2192'THENCE 2.1 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, IN S 35,
 JD2192'R 25 W, T 44 N, 0.1 MILE SOUTH OF THE JOHNSON-HENRY COUNTY
 JD2192'LINE, 13 FEET EAST OF THE CENTERLINE OF THE ROAD, SET IN THE TOP
 JD2192'OF THE NORTH END OF THE NORTHEAST CONCRETE WINGWALL OF A CONCRETE
 JD2192'BRIDGE IN THE ROAD, 1.0 FOOT SOUTH OF THE NORTH EDGE OF THE
 JD2192'WINGWALL, AND ABOUT 1 FOOT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1098 ***********************************************************************
 JD1098  DESIGNATION -  M 308
 JD1098  PID         -  JD1098
 JD1098  STATE/COUNTY-  MO/PETTIS
 JD1098  USGS QUAD   -  GREEN RIDGE NORTH (1973)
 JD1098
 JD1098                         *CURRENT SURVEY CONTROL
 JD1098  ___________________________________________________________________
 JD1098* NAD 83(1986)-  38 40 32.     (N)    093 24 53.     (W)     SCALED    
 JD1098* NAVD 88     -       282.364  (meters)     926.39   (feet)  ADJUSTED  
 JD1098  ___________________________________________________________________
 JD1098  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1098  DYNAMIC HT  -         282.169 (meters)     925.75  (feet)  COMP
 JD1098  MODELED GRAV-     979,930.4   (mgal)                       NAVD 88
 JD1098
 JD1098  VERT ORDER  -  SECOND    CLASS 0
 JD1098
 JD1098.The horizontal coordinates were scaled from a topographic map and have
 JD1098.an estimated accuracy of +/- 6 seconds.
 JD1098
 JD1098.The orthometric height was determined by differential leveling
 JD1098.and adjusted by the National Geodetic Survey in June 1991..
 JD1098
 JD1098.The geoid height was determined by GEOID03.
 JD1098
 JD1098.The dynamic height is computed by dividing the NAVD 88
 JD1098.geopotential number by the normal gravity value computed on the
 JD1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1098.degrees latitude (g = 980.6199 gals.).
 JD1098
 JD1098.The modeled gravity was interpolated from observed gravity values.
 JD1098
 JD1098;                    North         East    Units  Estimated Accuracy
 JD1098;SPC MO C     -   315,810.      420,410.      MT  (+/- 180 meters Scaled)
 JD1098
 JD1098                          SUPERSEDED SURVEY CONTROL
 JD1098
 JD1098  NGVD 29 (??/??/92)  282.262  (m)          926.05   (f) ADJ UNCH    2 0
 JD1098
 JD1098.Superseded values are not recommended for survey control.
 JD1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1098.See file dsdata.txt to determine how the superseded data were derived.
 JD1098
 JD1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC639808(NAD 83)
 JD1098_MARKER: DB = BENCH MARK DISK
 JD1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1098_STAMPING: M 308 1963
 JD1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1098+STABILITY: SURFACE MOTION
 JD1098
 JD1098  HISTORY     - Date     Condition        Report By
 JD1098  HISTORY     - 1963     MONUMENTED       CGS
 JD1098
 JD1098                          STATION DESCRIPTION
 JD1098
 JD1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1098'5.1 MI NW FROM CAMP BRANCH.
 JD1098'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE CROSSING
 JD1098'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CAMP BRANCH, THENCE
 JD1098'3.0 MILES WEST ALONG A PAVED ROAD, IN S 23, R 23 W, T 45 N,
 JD1098'135 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF STATE
 JD1098'HIGHWAY 127, 129 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JD1098'55.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE CHURCH,
 JD1098'37 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 2 FEET
 JD1098'EAST OF A POWER POLE, 2.0 FEET WEST OF A METAL WITNESS POST,
 JD1098'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 2 FEET ABOVE THE LEVEL
 JD1098'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD1098'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1110 ***********************************************************************
 JD1110  DESIGNATION -  M 309
 JD1110  PID         -  JD1110
 JD1110  STATE/COUNTY-  MO/PETTIS
 JD1110  USGS QUAD   -  GREEN RIDGE NORTH (1973)
 JD1110
 JD1110                         *CURRENT SURVEY CONTROL
 JD1110  ___________________________________________________________________
 JD1110* NAD 83(1986)-  38 38 44.     (N)    093 29 09.     (W)     SCALED    
 JD1110* NAVD 88     -       272.981  (meters)     895.61   (feet)  ADJUSTED  
 JD1110  ___________________________________________________________________
 JD1110  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1110  DYNAMIC HT  -         272.791 (meters)     894.98  (feet)  COMP
 JD1110  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 JD1110
 JD1110  VERT ORDER  -  SECOND    CLASS 0
 JD1110
 JD1110.The horizontal coordinates were scaled from a topographic map and have
 JD1110.an estimated accuracy of +/- 6 seconds.
 JD1110
 JD1110.The orthometric height was determined by differential leveling
 JD1110.and adjusted by the National Geodetic Survey in June 1991..
 JD1110
 JD1110.The geoid height was determined by GEOID03.
 JD1110
 JD1110.The dynamic height is computed by dividing the NAVD 88
 JD1110.geopotential number by the normal gravity value computed on the
 JD1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1110.degrees latitude (g = 980.6199 gals.).
 JD1110
 JD1110.The modeled gravity was interpolated from observed gravity values.
 JD1110
 JD1110;                    North         East    Units  Estimated Accuracy
 JD1110;SPC MO C     -   312,550.      414,180.      MT  (+/- 180 meters Scaled)
 JD1110
 JD1110                          SUPERSEDED SURVEY CONTROL
 JD1110
 JD1110  NGVD 29 (??/??/92)  272.876  (m)          895.26   (f) ADJ UNCH    2 0
 JD1110
 JD1110.Superseded values are not recommended for survey control.
 JD1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1110.See file dsdata.txt to determine how the superseded data were derived.
 JD1110
 JD1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC577775(NAD 83)
 JD1110_MARKER: DB = BENCH MARK DISK
 JD1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1110_STAMPING: M 309 1963
 JD1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1110+STABILITY: SURFACE MOTION
 JD1110
 JD1110  HISTORY     - Date     Condition        Report By
 JD1110  HISTORY     - 1963     MONUMENTED       CGS
 JD1110
 JD1110                          STATION DESCRIPTION
 JD1110
 JD1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD1110'11.2 MI NW FROM CAMP BRANCH.
 JD1110'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE CROSSING
 JD1110'OF THE MISSOURI KANSAS TEXAS RAILROAD AT CAMP BRANCH, THENCE
 JD1110'9.1 MILES WEST ALONG A PAVED ROAD AND STATE ROAD AA WHICH IS
 JD1110'GRAVELED, IN S 32, R 23 W, T 45 N, ABOUT 1.0 MILE SOUTHWEST OF
 JD1110'THE HICKORY POINT BAPTIST CHURCH, ABOUT 0.2 MILE SOUTH OF THE
 JD1110'JUNCTION OF A GRAVELED ROAD LEADING WEST, 43 FEET SOUTHEAST OF
 JD1110'THE EAST END OF AN 18-INCH PIPE CULVERT, 35 FEET EAST OF THE
 JD1110'CENTERLINE OF THE ROAD, 14 FEET SOUTH OF A FENCE CORNER, 2 FEET
 JD1110'WEST OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT
 JD1110'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD1110'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0045 ***********************************************************************
 HD0045  DESIGNATION -  M 31
 HD0045  PID         -  HD0045
 HD0045  STATE/COUNTY-  MO/PULASKI
 HD0045  USGS QUAD   -  CONNS CREEK (1976)
 HD0045
 HD0045                         *CURRENT SURVEY CONTROL
 HD0045  ___________________________________________________________________
 HD0045* NAD 83(1986)-  37 53 21.     (N)    092 22 45.     (W)     SCALED    
 HD0045* NAVD 88     -       327.872  (meters)    1075.69   (feet)  ADJUSTED  
 HD0045  ___________________________________________________________________
 HD0045  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HD0045  DYNAMIC HT  -         327.626 (meters)    1074.89  (feet)  COMP
 HD0045  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 HD0045
 HD0045  VERT ORDER  -  SECOND    CLASS 0
 HD0045
 HD0045.The horizontal coordinates were scaled from a topographic map and have
 HD0045.an estimated accuracy of +/- 6 seconds.
 HD0045
 HD0045.The orthometric height was determined by differential leveling
 HD0045.and adjusted by the National Geodetic Survey in June 1991..
 HD0045
 HD0045.The geoid height was determined by GEOID03.
 HD0045
 HD0045.The dynamic height is computed by dividing the NAVD 88
 HD0045.geopotential number by the normal gravity value computed on the
 HD0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0045.degrees latitude (g = 980.6199 gals.).
 HD0045
 HD0045.The modeled gravity was interpolated from observed gravity values.
 HD0045
 HD0045;                    North         East    Units  Estimated Accuracy
 HD0045;SPC MO C     -   228,140.      510,630.      MT  (+/- 180 meters Scaled)
 HD0045
 HD0045                          SUPERSEDED SURVEY CONTROL
 HD0045
 HD0045  NGVD 29 (??/??/92)  327.768  (m)         1075.35   (f) ADJ UNCH    2 0
 HD0045
 HD0045.Superseded values are not recommended for survey control.
 HD0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0045.See file dsdata.txt to determine how the superseded data were derived.
 HD0045
 HD0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB545937(NAD 83)
 HD0045_MARKER: DB = BENCH MARK DISK
 HD0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0045_STAMPING: M 31 1934
 HD0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0045+STABILITY: SURFACE MOTION
 HD0045
 HD0045  HISTORY     - Date     Condition        Report By
 HD0045  HISTORY     - 1934     MONUMENTED       CGS
 HD0045  HISTORY     - 1938     GOOD             NGS
 HD0045  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HD0045  HISTORY     - 1975     MARK NOT FOUND   SLSFRR
 HD0045
 HD0045                          STATION DESCRIPTION
 HD0045
 HD0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HD0045'3.8 MI NE FROM RICHLAND.
 HD0045'3.8 MILES NORTHEAST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY
 HD0045'FROM THE STATION AT RICHLAND, PULASKI COUNTY, 37 POLES SOUTHWEST
 HD0045'OF MILEPOST 155, AT THE CROSSING OF A COUNTY ROAD, 10.5 YARDS WEST
 HD0045'OF THE CENTERLINE OF THE COUNTY ROAD, 40 FEET NORTH OF THE
 HD0045'CENTERLINE OF THE TRACK, AND 20.3 FEET EAST OF A BLACK OAK TREE.
 HD0045'A STANDARD DISK, STAMPED M 31 1934 AND SET IN THE TOP OF A CONCRETE
 HD0045'POST.
 HD0045
 HD0045                          STATION RECOVERY (1975)
 HD0045
 HD0045'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HD0045'MARK NOT FOUND.
 HD0045
 HD0045                          STATION RECOVERY (1975)
 HD0045
 HD0045'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1975
 HD0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2200 ***********************************************************************
 JD2200  DESIGNATION -  M 310
 JD2200  PID         -  JD2200
 JD2200  STATE/COUNTY-  MO/HENRY
 JD2200  USGS QUAD   -  LEETON (1981)
 JD2200
 JD2200                         *CURRENT SURVEY CONTROL
 JD2200  ___________________________________________________________________
 JD2200* NAD 83(1986)-  38 30 02.     (N)    093 41 53.     (W)     SCALED    
 JD2200* NAVD 88     -       255.485  (meters)     838.20   (feet)  ADJUSTED  
 JD2200  ___________________________________________________________________
 JD2200  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JD2200  DYNAMIC HT  -         255.309 (meters)     837.63  (feet)  COMP
 JD2200  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 JD2200
 JD2200  VERT ORDER  -  SECOND    CLASS 0
 JD2200
 JD2200.The horizontal coordinates were scaled from a topographic map and have
 JD2200.an estimated accuracy of +/- 6 seconds.
 JD2200
 JD2200.The orthometric height was determined by differential leveling
 JD2200.and adjusted by the National Geodetic Survey in June 1991..
 JD2200
 JD2200.The geoid height was determined by GEOID03.
 JD2200
 JD2200.The dynamic height is computed by dividing the NAVD 88
 JD2200.geopotential number by the normal gravity value computed on the
 JD2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2200.degrees latitude (g = 980.6199 gals.).
 JD2200
 JD2200.The modeled gravity was interpolated from observed gravity values.
 JD2200
 JD2200;                    North         East    Units  Estimated Accuracy
 JD2200;SPC MO W     -   259,310.      919,950.      MT  (+/- 180 meters Scaled)
 JD2200
 JD2200                          SUPERSEDED SURVEY CONTROL
 JD2200
 JD2200  NGVD 29 (??/??/92)  255.372  (m)          837.83   (f) ADJ UNCH    2 0
 JD2200
 JD2200.Superseded values are not recommended for survey control.
 JD2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2200.See file dsdata.txt to determine how the superseded data were derived.
 JD2200
 JD2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC391615(NAD 83)
 JD2200_MARKER: DB = BENCH MARK DISK
 JD2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2200_STAMPING: M 310 1963
 JD2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2200+STABILITY: SURFACE MOTION
 JD2200
 JD2200  HISTORY     - Date     Condition        Report By
 JD2200  HISTORY     - 1963     MONUMENTED       CGS
 JD2200
 JD2200                          STATION DESCRIPTION
 JD2200
 JD2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2200'6.6 MI NW FROM CALHOUN.
 JD2200'ABOUT 2.9 MILES NORTHWEST ALONG PAVED STATE ROAD J FROM THE
 JD2200'JUNCTION OF STATE HIGHWAY 52 AT CALHOUN, THENCE 3.3 MILES
 JD2200'NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A
 JD2200'GRAVELED COUNTY ROAD, IN S 20, R 25 W, T 43 N, 41 FEET NORTHWEST
 JD2200'OF THE CENTER OF THE T-JUNCTION OF A ROAD LEADING WEST, 35 FEET
 JD2200'NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 20 FEET WEST
 JD2200'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 2.5 FEET EAST OF A
 JD2200'FENCE CORNER, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JD2200'LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE
 JD2200'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0205 ***********************************************************************
 JC0205  DESIGNATION -  M 311
 JC0205  PID         -  JC0205
 JC0205  STATE/COUNTY-  MO/C OF ST LOUIS
 JC0205  USGS QUAD   -  WEBSTER GROVES (1993)
 JC0205
 JC0205                         *CURRENT SURVEY CONTROL
 JC0205  ___________________________________________________________________
 JC0205* NAD 83(1986)-  38 37 24.     (N)    090 16 38.     (W)     SCALED    
 JC0205* NAVD 88     -       138.243  (meters)     453.55   (feet)  ADJUSTED  
 JC0205  ___________________________________________________________________
 JC0205  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JC0205  DYNAMIC HT  -         138.154 (meters)     453.26  (feet)  COMP
 JC0205  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 JC0205
 JC0205  VERT ORDER  -  FIRST     CLASS I
 JC0205
 JC0205.The horizontal coordinates were scaled from a topographic map and have
 JC0205.an estimated accuracy of +/- 6 seconds.
 JC0205
 JC0205.The orthometric height was determined by differential leveling
 JC0205.and adjusted by the National Geodetic Survey in June 1991..
 JC0205
 JC0205.The geoid height was determined by GEOID03.
 JC0205
 JC0205.The dynamic height is computed by dividing the NAVD 88
 JC0205.geopotential number by the normal gravity value computed on the
 JC0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0205.degrees latitude (g = 980.6199 gals.).
 JC0205
 JC0205.The modeled gravity was interpolated from observed gravity values.
 JC0205
 JC0205;                    North         East    Units  Estimated Accuracy
 JC0205;SPC MO E     -   309,640.      269,400.      MT  (+/- 180 meters Scaled)
 JC0205
 JC0205                          SUPERSEDED SURVEY CONTROL
 JC0205
 JC0205  NGVD 29 (??/??/92)  138.352  (m)          453.91   (f) ADJ UNCH    1 1
 JC0205
 JC0205.Superseded values are not recommended for survey control.
 JC0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0205.See file dsdata.txt to determine how the superseded data were derived.
 JC0205
 JC0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC370784(NAD 83)
 JC0205_MARKER: DB = BENCH MARK DISK
 JC0205_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JC0205_SP_SET: 24 FEET
 JC0205_STAMPING: M 311 1969
 JC0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0205
 JC0205  HISTORY     - Date     Condition        Report By
 JC0205  HISTORY     - 1969     MONUMENTED       CGS
 JC0205  HISTORY     - 19910323 MARK NOT FOUND   USPSQD
 JC0205
 JC0205                          STATION DESCRIPTION
 JC0205
 JC0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JC0205'AT ST LOUIS.
 JC0205'AT ST LOUIS, ABOUT 3.7 MILES WEST ALONG THE MISSOURI PACIFIC
 JC0205'RAILROAD FROM THE 18TH STREET OVERPASS OVER THE TRACKS, ABOUT
 JC0205'10 RAILS WEST OF THE CENTER OF THE CROSSING OF MACKLIND AVENUE,
 JC0205'NEAR MILEPOLE 4-32, 123 FEET SOUTH OF AND ACROSS THE TRACK
 JC0205'FROM THE JUNCTION OF MANCHESTER AVENUE AND WEST PARK AVENUE, 45.6
 JC0205'FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND MAIN TRACK, 6.4 FEET
 JC0205'SOUTH OF THE SOUTH RAIL OF THE SIDE TRACK, 2.2 FEET EAST OF A GATE
 JC0205'POST IN CHAIN LINK FENCE, 0.6 FOOT NORTH OF THE EAST-WEST
 JC0205'FENCE LINE, 0.4 FOOT NORTH OF A METAL WITNESS POST, 2 FEET BELOW
 JC0205'THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 JC0205'STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH METAL
 JC0205'PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 JC0205'THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET TO REFUSAL.
 JC0205
 JC0205                          STATION RECOVERY (1991)
 JC0205
 JC0205'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNC)
 JC0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0482 ***********************************************************************
 HD0482  DESIGNATION -  M 32
 HD0482  PID         -  HD0482
 HD0482  STATE/COUNTY-  MO/CAMDEN
 HD0482  USGS QUAD   -  MACKS CREEK (1982)
 HD0482
 HD0482                         *CURRENT SURVEY CONTROL
 HD0482  ___________________________________________________________________
 HD0482* NAD 83(1986)-  37 58 37.     (N)    092 53 09.     (W)     SCALED    
 HD0482* NAVD 88     -       325.146  (meters)    1066.75   (feet)  ADJUSTED  
 HD0482  ___________________________________________________________________
 HD0482  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 HD0482  DYNAMIC HT  -         324.903 (meters)    1065.95  (feet)  COMP
 HD0482  MODELED GRAV-     979,873.6   (mgal)                       NAVD 88
 HD0482
 HD0482  VERT ORDER  -  SECOND    CLASS 0
 HD0482
 HD0482.The horizontal coordinates were scaled from a topographic map and have
 HD0482.an estimated accuracy of +/- 6 seconds.
 HD0482
 HD0482.The orthometric height was determined by differential leveling
 HD0482.and adjusted by the National Geodetic Survey in June 1991..
 HD0482
 HD0482.The geoid height was determined by GEOID03.
 HD0482
 HD0482.The dynamic height is computed by dividing the NAVD 88
 HD0482.geopotential number by the normal gravity value computed on the
 HD0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0482.degrees latitude (g = 980.6199 gals.).
 HD0482
 HD0482.The modeled gravity was interpolated from observed gravity values.
 HD0482
 HD0482;                    North         East    Units  Estimated Accuracy
 HD0482;SPC MO C     -   237,940.      466,100.      MT  (+/- 180 meters Scaled)
 HD0482
 HD0482                          SUPERSEDED SURVEY CONTROL
 HD0482
 HD0482  NGVD 29 (??/??/92)  325.039  (m)         1066.40   (f) ADJ UNCH    2 0
 HD0482
 HD0482.Superseded values are not recommended for survey control.
 HD0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0482.See file dsdata.txt to determine how the superseded data were derived.
 HD0482
 HD0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC100032(NAD 83)
 HD0482_MARKER: DB = BENCH MARK DISK
 HD0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0482_STAMPING: M 32 1934
 HD0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0482+STABILITY: SURFACE MOTION
 HD0482
 HD0482  HISTORY     - Date     Condition        Report By
 HD0482  HISTORY     - 1934     MONUMENTED       CGS
 HD0482  HISTORY     - 1968     GOOD             NGS
 HD0482
 HD0482                          STATION DESCRIPTION
 HD0482
 HD0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0482'5.1 MI E FROM ROACH.
 HD0482'5.1 MILES EAST ALONG U.S. HIGHWAY 54 FROM MACKS CREEK, 3.6 MILES
 HD0482'WEST OF ROACH, 56 YARDS EAST OF GROVES SERVICE STATION, 30 FEET
 HD0482'NORTH OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTH OF A 24-INCH
 HD0482'TRIANGULAR-BLAZED WHITE-OAK TREE, AND 48 FEET EAST OF A 24-INCH
 HD0482'RED-OAK TREE.  A STANDARD DISK, STAMPED M 32 1934 AND SET IN THE
 HD0482'TOP OF A CONCRETE POST.
 HD0482
 HD0482                          STATION RECOVERY (1968)
 HD0482
 HD0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HD0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1173 ***********************************************************************
 JC1173  DESIGNATION -  M 323
 JC1173  PID         -  JC1173
 JC1173  STATE/COUNTY-  MO/C OF ST LOUIS
 JC1173  USGS QUAD   -  GRANITE CITY (1998)
 JC1173
 JC1173                         *CURRENT SURVEY CONTROL
 JC1173  ___________________________________________________________________
 JC1173* NAD 83(1986)-  38 39 09.     (N)    090 11 02.     (W)     SCALED    
 JC1173* NAVD 88     -       127.903  (meters)     419.63   (feet)  ADJUSTED  
 JC1173  ___________________________________________________________________
 JC1173  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JC1173  DYNAMIC HT  -         127.821 (meters)     419.36  (feet)  COMP
 JC1173  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JC1173
 JC1173  VERT ORDER  -  FIRST     CLASS II
 JC1173
 JC1173.The horizontal coordinates were scaled from a topographic map and have
 JC1173.an estimated accuracy of +/- 6 seconds.
 JC1173
 JC1173.The orthometric height was determined by differential leveling
 JC1173.and adjusted by the National Geodetic Survey in June 1991..
 JC1173
 JC1173.The geoid height was determined by GEOID03.
 JC1173
 JC1173.The dynamic height is computed by dividing the NAVD 88
 JC1173.geopotential number by the normal gravity value computed on the
 JC1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1173.degrees latitude (g = 980.6199 gals.).
 JC1173
 JC1173.The modeled gravity was interpolated from observed gravity values.
 JC1173
 JC1173;                    North         East    Units  Estimated Accuracy
 JC1173;SPC MO E     -   312,900.      277,520.      MT  (+/- 180 meters Scaled)
 JC1173
 JC1173                          SUPERSEDED SURVEY CONTROL
 JC1173
 JC1173  NGVD 29 (??/??/??)  127.869  (m)          419.52   (f) ADJUSTED    1 2
 JC1173
 JC1173.Superseded values are not recommended for survey control.
 JC1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1173.See file dsdata.txt to determine how the superseded data were derived.
 JC1173
 JC1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC450819(NAD 83)
 JC1173_MARKER: DB = BENCH MARK DISK
 JC1173_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC1173_SP_SET: CONCRETE PIER
 JC1173_STAMPING: M 323 1981
 JC1173_MARK LOGO: NGS   
 JC1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1173
 JC1173  HISTORY     - Date     Condition        Report By
 JC1173  HISTORY     - 1981     MONUMENTED       NGS
 JC1173  HISTORY     - 19910326 GOOD             USPSQD
 JC1173
 JC1173                          STATION DESCRIPTION
 JC1173
 JC1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1173'IN ST LOUIS.
 JC1173'IN ST LOUIS, 1.35 KILOMETERS (0.85 MILE) SOUTH ALONG THE FLOOD WALL OF
 JC1173'THE MISSISSIPPI RIVER FROM THE MCKINLEY BRIDGE OVER THE RIVER, SET
 JC1173'VERTICALLY IN THE EAST END OF THE ONLY LARGE SOLID PIER OF A RAILROAD
 JC1173'OVERPASS THAT LEADS WEST OVER THE TRACKS THAT PARALLEL THE FLOOD WALL,
 JC1173'AND 19.21 METERS (63.0 FEET) WEST OF THE WEST FACE OF THE FLOOD WALL.
 JC1173'THE MARK IS 1.04 METERS  N FROM A WITNESS POST.
 JC1173'THE MARK IS 1.12 M ABOVE GROUND.
 JC1173
 JC1173                          STATION RECOVERY (1991)
 JC1173
 JC1173'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNC)
 JC1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1380 ***********************************************************************
 JC1380  DESIGNATION -  M 326
 JC1380  PID         -  JC1380
 JC1380  STATE/COUNTY-  MO/OSAGE
 JC1380  USGS QUAD   -  MORRISON (1982)
 JC1380
 JC1380                         *CURRENT SURVEY CONTROL
 JC1380  ___________________________________________________________________
 JC1380* NAD 83(1986)-  38 41 27.     (N)    091 43 12.     (W)     SCALED    
 JC1380* NAVD 88     -       159.466  (meters)     523.18   (feet)  ADJUSTED  
 JC1380  ___________________________________________________________________
 JC1380  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JC1380  DYNAMIC HT  -         159.362 (meters)     522.84  (feet)  COMP
 JC1380  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 JC1380
 JC1380  VERT ORDER  -  FIRST     CLASS II
 JC1380
 JC1380.The horizontal coordinates were scaled from a topographic map and have
 JC1380.an estimated accuracy of +/- 6 seconds.
 JC1380
 JC1380.The orthometric height was determined by differential leveling
 JC1380.and adjusted by the National Geodetic Survey in June 1991..
 JC1380
 JC1380.The geoid height was determined by GEOID03.
 JC1380
 JC1380.The dynamic height is computed by dividing the NAVD 88
 JC1380.geopotential number by the normal gravity value computed on the
 JC1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1380.degrees latitude (g = 980.6199 gals.).
 JC1380
 JC1380.The modeled gravity was interpolated from observed gravity values.
 JC1380
 JC1380;                    North         East    Units  Estimated Accuracy
 JC1380;SPC MO C     -   317,400.      567,860.      MT  (+/- 180 meters Scaled)
 JC1380
 JC1380                          SUPERSEDED SURVEY CONTROL
 JC1380
 JC1380.No superseded survey control is available for this station.
 JC1380
 JC1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC113832(NAD 83)
 JC1380_MARKER: I = METAL ROD
 JC1380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1380_SP_SET: STAINLESS STEEL ROD
 JC1380_STAMPING: M 326 1986
 JC1380_MARK LOGO: NGS   
 JC1380_PROJECTION: FLUSH
 JC1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1380_ROD/PIPE-DEPTH: 16.8 meters
 JC1380
 JC1380  HISTORY     - Date     Condition        Report By
 JC1380  HISTORY     - 1986     MONUMENTED       NGS
 JC1380  HISTORY     - 20050606 POOR             MODNR
 JC1380
 JC1380                          STATION DESCRIPTION
 JC1380
 JC1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1380'34.1 KM (21.2 MI) WEST FROM HERMANN.
 JC1380'34.1 KM (21.2 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 JC1380'IN HERMANN, 11.2 M (36.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.4 M
 JC1380'(17.7 FT) WEST OF THE CENTER OF A GRAVELED DRIVEWAY LEADING SOUTH, 1.4
 JC1380'M (4.6 FT) WEST OF UTILITY POLE NUMBER 1-37. NOTE--ACCESS TO DATUM
 JC1380'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JC1380'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JC1380'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 JC1380
 JC1380                          STATION RECOVERY (2005)
 JC1380
 JC1380'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC)
 JC1380'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0955 ***********************************************************************
 KD0955  DESIGNATION -  M 327
 KD0955  PID         -  KD0955
 KD0955  STATE/COUNTY-  MO/SALINE
 KD0955  USGS QUAD   -  GRAND PASS (1978)
 KD0955
 KD0955                         *CURRENT SURVEY CONTROL
 KD0955  ___________________________________________________________________
 KD0955* NAD 83(1986)-  39 12 08.     (N)    093 27 20.     (W)     SCALED    
 KD0955* NAVD 88     -       236.921  (meters)     777.30   (feet)  ADJUSTED  
 KD0955  ___________________________________________________________________
 KD0955  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KD0955  DYNAMIC HT  -         236.777 (meters)     776.83  (feet)  COMP
 KD0955  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 KD0955
 KD0955  VERT ORDER  -  FIRST     CLASS II
 KD0955
 KD0955.The horizontal coordinates were scaled from a topographic map and have
 KD0955.an estimated accuracy of +/- 6 seconds.
 KD0955
 KD0955.The orthometric height was determined by differential leveling
 KD0955.and adjusted by the National Geodetic Survey in June 1991..
 KD0955
 KD0955.The geoid height was determined by GEOID03.
 KD0955
 KD0955.The dynamic height is computed by dividing the NAVD 88
 KD0955.geopotential number by the normal gravity value computed on the
 KD0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0955.degrees latitude (g = 980.6199 gals.).
 KD0955
 KD0955.The modeled gravity was interpolated from observed gravity values.
 KD0955
 KD0955;                    North         East    Units  Estimated Accuracy
 KD0955;SPC MO C     -   374,320.      417,470.      MT  (+/- 180 meters Scaled)
 KD0955
 KD0955                          SUPERSEDED SURVEY CONTROL
 KD0955
 KD0955.No superseded survey control is available for this station.
 KD0955
 KD0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD606393(NAD 83)
 KD0955_MARKER: I = METAL ROD
 KD0955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD0955_SP_SET: STAINLESS STEEL ROD
 KD0955_STAMPING: M 327 1986
 KD0955_MARK LOGO: NGS   
 KD0955_PROJECTION: FLUSH
 KD0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0955_ROD/PIPE-DEPTH: 15.6 meters
 KD0955
 KD0955  HISTORY     - Date     Condition        Report By
 KD0955  HISTORY     - 1986     MONUMENTED       NGS
 KD0955
 KD0955                          STATION DESCRIPTION
 KD0955
 KD0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0955'23.4 KM (14.55 MI) WEST FROM MARSHALL.
 KD0955'23.4 KM (14.55 MI) WESTERLY ALONG U.S. HIGHWAY 65 FROM ITS JUNCTION
 KD0955'WITH STATE HIGHWAY 240 IN MARSHALL, 0.1 KM (0.05 MI) WEST OF THE
 KD0955'INTERSECTION OF A GRAVELED ROAD LEADING SOUTH, 12.8 M (42.0 FT) SOUTH
 KD0955'OF THE HIGHWAY CENTERLINE, AND 1.5 M (4.9 FT) WEST OF A UTILITY POLE
 KD0955'WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KD0955'LOGO CAP.
 KD0955'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KD0955'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1105 ***********************************************************************
 KE1105  DESIGNATION -  M 328
 KE1105  PID         -  KE1105
 KE1105  STATE/COUNTY-  MO/JACKSON
 KE1105  USGS QUAD   -  KANSAS CITY (1991)
 KE1105
 KE1105                         *CURRENT SURVEY CONTROL
 KE1105  ___________________________________________________________________
 KE1105* NAD 83(1986)-  39 05 39.     (N)    094 31 01.     (W)     SCALED    
 KE1105* NAVD 88     -       275.718  (meters)     904.58   (feet)  ADJUSTED  
 KE1105  ___________________________________________________________________
 KE1105  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KE1105  DYNAMIC HT  -         275.542 (meters)     904.01  (feet)  COMP
 KE1105  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 KE1105
 KE1105  VERT ORDER  -  FIRST     CLASS II
 KE1105
 KE1105.The horizontal coordinates were scaled from a topographic map and have
 KE1105.an estimated accuracy of +/- 6 seconds.
 KE1105
 KE1105.The orthometric height was determined by differential leveling
 KE1105.and adjusted by the National Geodetic Survey in June 1991..
 KE1105
 KE1105.The geoid height was determined by GEOID03.
 KE1105
 KE1105.The dynamic height is computed by dividing the NAVD 88
 KE1105.geopotential number by the normal gravity value computed on the
 KE1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1105.degrees latitude (g = 980.6199 gals.).
 KE1105
 KE1105.The modeled gravity was interpolated from observed gravity values.
 KE1105
 KE1105;                    North         East    Units  Estimated Accuracy
 KE1105;SPC MO W     -   324,900.      848,530.      MT  (+/- 180 meters Scaled)
 KE1105
 KE1105                          SUPERSEDED SURVEY CONTROL
 KE1105
 KE1105.No superseded survey control is available for this station.
 KE1105
 KE1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD688283(NAD 83)
 KE1105_MARKER: I = METAL ROD
 KE1105_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1105_SP_SET: STAINLESS STEEL ROD
 KE1105_STAMPING: M 328 1986
 KE1105_MARK LOGO: NGS   
 KE1105_PROJECTION: RECESSED 2 CENTIMETERS
 KE1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1105+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 KE1105_ROD/PIPE-DEPTH: 5.8  meters
 KE1105
 KE1105  HISTORY     - Date     Condition        Report By
 KE1105  HISTORY     - 1986     MONUMENTED       NGS
 KE1105  HISTORY     - 20040717 GOOD             GEOCAC
 KE1105
 KE1105                          STATION DESCRIPTION
 KE1105
 KE1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1105'IN KANSAS CITY.
 KE1105'IN KANSAS CITY, AT THE INTERSECTION OF TRUMAN ROAD AND OAKLEY AVENUE,
 KE1105'14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND ROAD LANES,
 KE1105'4.8 M (15.7 FT) WEST OF THE AVENUE CENTER, 3.2 M (10.5 FT)
 KE1105'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING, AND 0.7 M
 KE1105'(2.3 FT) EAST OF THE EAST EDGE OF A SIDEWALK.  NOTE--ACCESS TO DATUM
 KE1105'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1105'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KE1105
 KE1105                          STATION RECOVERY (2004)
 KE1105
 KE1105'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1133 ***********************************************************************
 KE1133  DESIGNATION -  M 329
 KE1133  PID         -  KE1133
 KE1133  STATE/COUNTY-  MO/LAFAYETTE
 KE1133  USGS QUAD   -  CAMDEN (1978)
 KE1133
 KE1133                         *CURRENT SURVEY CONTROL
 KE1133  ___________________________________________________________________
 KE1133* NAD 83(1986)-  39 07 59.     (N)    094 02 01.     (W)     SCALED    
 KE1133* NAVD 88     -       214.279  (meters)     703.01   (feet)  ADJUSTED  
 KE1133  ___________________________________________________________________
 KE1133  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KE1133  DYNAMIC HT  -         214.144 (meters)     702.57  (feet)  COMP
 KE1133  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 KE1133
 KE1133  VERT ORDER  -  FIRST     CLASS II
 KE1133
 KE1133.The horizontal coordinates were scaled from a topographic map and have
 KE1133.an estimated accuracy of +/- 6 seconds.
 KE1133
 KE1133.The orthometric height was determined by differential leveling
 KE1133.and adjusted by the National Geodetic Survey in June 1991..
 KE1133
 KE1133.The geoid height was determined by GEOID03.
 KE1133
 KE1133.The dynamic height is computed by dividing the NAVD 88
 KE1133.geopotential number by the normal gravity value computed on the
 KE1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1133.degrees latitude (g = 980.6199 gals.).
 KE1133
 KE1133.The modeled gravity was interpolated from observed gravity values.
 KE1133
 KE1133;                    North         East    Units  Estimated Accuracy
 KE1133;SPC MO W     -   329,320.      890,320.      MT  (+/- 180 meters Scaled)
 KE1133
 KE1133                          SUPERSEDED SURVEY CONTROL
 KE1133
 KE1133.No superseded survey control is available for this station.
 KE1133
 KE1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD106320(NAD 83)
 KE1133_MARKER: I = METAL ROD
 KE1133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1133_SP_SET: STAINLESS STEEL ROD
 KE1133_STAMPING: M 329 1986
 KE1133_MARK LOGO: NGS   
 KE1133_PROJECTION: FLUSH
 KE1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1133_ROD/PIPE-DEPTH: 14.6 meters
 KE1133
 KE1133  HISTORY     - Date     Condition        Report By
 KE1133  HISTORY     - 1986     MONUMENTED       NGS
 KE1133  HISTORY     - 20051001 GOOD             GEOCAC
 KE1133
 KE1133                          STATION DESCRIPTION
 KE1133
 KE1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1133'15.9 KM (9.9 MI) WEST FROM LEXINGTON.
 KE1133'15.9 KM (9.9 MI) WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 KE1133'IN LEXINGTON, 0.1 KM (0.05 MI) EAST OF THE INTERSECTION OF COUNTY ROAD
 KE1133'22, 27.0 M (88.6 FT) EAST OF THE NORTH END OF A BOX CULVERT, 8.2 M
 KE1133'(26.9 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 6.4 M (21.0 FT) WEST OF
 KE1133'A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KE1133'LOGO CAP.
 KE1133'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 KE1133'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KE1133
 KE1133                          STATION RECOVERY (2005)
 KE1133
 KE1133'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1133'HANDHELD GPS COORDINATES (NAD 83) N39 07 59.2 W94 02 00.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0212 ***********************************************************************
 HD0212  DESIGNATION -  M 33
 HD0212  PID         -  HD0212
 HD0212  STATE/COUNTY-  MO/TEXAS
 HD0212  USGS QUAD   -  CABOOL NE (1985)
 HD0212
 HD0212                         *CURRENT SURVEY CONTROL
 HD0212  ___________________________________________________________________
 HD0212* NAD 83(1986)-  37 10 10.     (N)    092 03 07.     (W)     SCALED    
 HD0212* NAVD 88     -       359.497  (meters)    1179.45   (feet)  ADJUSTED  
 HD0212  ___________________________________________________________________
 HD0212  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HD0212  DYNAMIC HT  -         359.201 (meters)    1178.48  (feet)  COMP
 HD0212  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 HD0212
 HD0212  VERT ORDER  -  FIRST     CLASS II
 HD0212
 HD0212.The horizontal coordinates were scaled from a topographic map and have
 HD0212.an estimated accuracy of +/- 6 seconds.
 HD0212
 HD0212.The orthometric height was determined by differential leveling
 HD0212.and adjusted by the National Geodetic Survey in June 1991..
 HD0212
 HD0212.The geoid height was determined by GEOID03.
 HD0212
 HD0212.The dynamic height is computed by dividing the NAVD 88
 HD0212.geopotential number by the normal gravity value computed on the
 HD0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0212.degrees latitude (g = 980.6199 gals.).
 HD0212
 HD0212.The modeled gravity was interpolated from observed gravity values.
 HD0212
 HD0212;                    North         East    Units  Estimated Accuracy
 HD0212;SPC MO C     -   148,350.      539,790.      MT  (+/- 180 meters Scaled)
 HD0212
 HD0212                          SUPERSEDED SURVEY CONTROL
 HD0212
 HD0212  NGVD 29 (??/??/92)  359.331  (m)         1178.91   (f) ADJ UNCH    1 2
 HD0212
 HD0212.Superseded values are not recommended for survey control.
 HD0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0212.See file dsdata.txt to determine how the superseded data were derived.
 HD0212
 HD0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB841140(NAD 83)
 HD0212_MARKER: DB = BENCH MARK DISK
 HD0212_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HD0212_SP_SET: ABUTMENT
 HD0212_STAMPING: M 33 1934
 HD0212_MARK LOGO: CGS   
 HD0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0212
 HD0212  HISTORY     - Date     Condition        Report By
 HD0212  HISTORY     - 1934     MONUMENTED       CGS
 HD0212  HISTORY     - 1935     GOOD             NGS
 HD0212  HISTORY     - 1977     GOOD             NGS
 HD0212  HISTORY     - 1977     GOOD             NGS
 HD0212  HISTORY     - 19890718 GOOD             NGS
 HD0212
 HD0212                          STATION DESCRIPTION
 HD0212
 HD0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HD0212'5.2 MI N FROM CABOOL.
 HD0212'5.2 MILES NORTH ALONG U.S. HIGHWAY 63 FROM CABOOL, TEXAS COUNTY,
 HD0212'AT BRIDGE F 426 OVER A CREEK, IN THE TOP OF THE EAST END OF THE
 HD0212'SOUTH ABUTMENT, AND 11.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 HD0212'A STANDARD DISK, STAMPED M 33 1934.
 HD0212
 HD0212                          STATION RECOVERY (1977)
 HD0212
 HD0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0212'RECOVERED IN GOOD CONDITION.
 HD0212
 HD0212                          STATION RECOVERY (1977)
 HD0212
 HD0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0212'RECOVERED IN GOOD CONDITION.
 HD0212
 HD0212                          STATION RECOVERY (1989)
 HD0212
 HD0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0212'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.5 KM (3.4
 HD0212'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 63 FROM ITS NORTH JUNCTION WITH
 HD0212'U.S. HIGHWAY 60 BUSINESS IN CABOOL, THENCE 0.3 KM (0.2 MI) SOUTH
 HD0212'ALONG COUNTY ROAD 4515, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST
 HD0212'END OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE SPANNING BERRY BRANCH,
 HD0212'3.5 M (11.5 FT) EAST OF THE EXTENDED CENTER OF THE ROAD AND THE
 HD0212'CENTER OF COUNTY ROAD 4517, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1004 ***********************************************************************
 KD1004  DESIGNATION -  M 330
 KD1004  PID         -  KD1004
 KD1004  STATE/COUNTY-  MO/HOWARD
 KD1004  USGS QUAD   -  FRANKLIN (1971)
 KD1004
 KD1004                         *CURRENT SURVEY CONTROL
 KD1004  ___________________________________________________________________
 KD1004* NAD 83(1986)-  39 03 42.     (N)    092 49 34.     (W)     SCALED    
 KD1004* NAVD 88     -       237.725  (meters)     779.94   (feet)  ADJUSTED  
 KD1004  ___________________________________________________________________
 KD1004  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KD1004  DYNAMIC HT  -         237.575 (meters)     779.44  (feet)  COMP
 KD1004  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 KD1004
 KD1004  VERT ORDER  -  FIRST     CLASS II
 KD1004
 KD1004.The horizontal coordinates were scaled from a topographic map and have
 KD1004.an estimated accuracy of +/- 6 seconds.
 KD1004
 KD1004.The orthometric height was determined by differential leveling
 KD1004.and adjusted by the National Geodetic Survey in June 1991..
 KD1004
 KD1004.The geoid height was determined by GEOID03.
 KD1004
 KD1004.The dynamic height is computed by dividing the NAVD 88
 KD1004.geopotential number by the normal gravity value computed on the
 KD1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD1004.degrees latitude (g = 980.6199 gals.).
 KD1004
 KD1004.The modeled gravity was interpolated from observed gravity values.
 KD1004
 KD1004;                    North         East    Units  Estimated Accuracy
 KD1004;SPC MO C     -   358,330.      471,780.      MT  (+/- 180 meters Scaled)
 KD1004
 KD1004                          SUPERSEDED SURVEY CONTROL
 KD1004
 KD1004.No superseded survey control is available for this station.
 KD1004
 KD1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD150236(NAD 83)
 KD1004_MARKER: I = METAL ROD
 KD1004_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KD1004_SP_SET: STAINLESS STEEL ROD
 KD1004_STAMPING: M 330 1986
 KD1004_MARK LOGO: NGS   
 KD1004_PROJECTION: FLUSH
 KD1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1004_ROD/PIPE-DEPTH: 8.5  meters
 KD1004
 KD1004  HISTORY     - Date     Condition        Report By
 KD1004  HISTORY     - 1986     MONUMENTED       NGS
 KD1004
 KD1004                          STATION DESCRIPTION
 KD1004
 KD1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD1004'12.9 KM (8.0 MI) NORTH FROM BOONVILLE.
 KD1004'12.9 KM (8.0 MI) NORTHERLY ALONG STATE HIGHWAY 87 FROM THE COURTHOUSE
 KD1004'IN BOONVILLE, 21.4 M (70.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 KD1004'THE N.C. BROWNING RESIDENCE, 8.2 M (26.9 FT) WEST OF THE HIGHWAY
 KD1004'CENTERLINE, 5.8 M (19.0 FT) NORTH OF THE CENTER OF THE NORTH ENTRANCE
 KD1004'TO A CIRCLE DRIVE, AND 1.6 M (5.2 FT) NORTH OF A FENCE CORNER AND
 KD1004'UNDERGROUND CABLE JUNCTION BOX NUMBER 42. NOTE--ACCESS TO DATUM POINT
 KD1004'IS HAD THROUGH A 5-INCH LOGO CAP.
 KD1004'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 KD1004'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2436 ***********************************************************************
 JD2436  DESIGNATION -  M 331
 JD2436  PID         -  JD2436
 JD2436  STATE/COUNTY-  MO/MONITEAU
 JD2436  USGS QUAD   -  JAMESTOWN (1969)
 JD2436
 JD2436                         *CURRENT SURVEY CONTROL
 JD2436  ___________________________________________________________________
 JD2436* NAD 83(1986)-  38 47 08.     (N)    092 29 59.     (W)     SCALED    
 JD2436* NAVD 88     -       266.602  (meters)     874.68   (feet)  ADJUSTED  
 JD2436  ___________________________________________________________________
 JD2436  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD2436  DYNAMIC HT  -         266.422 (meters)     874.09  (feet)  COMP
 JD2436  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 JD2436
 JD2436  VERT ORDER  -  FIRST     CLASS II
 JD2436
 JD2436.The horizontal coordinates were scaled from a topographic map and have
 JD2436.an estimated accuracy of +/- 6 seconds.
 JD2436
 JD2436.The orthometric height was determined by differential leveling
 JD2436.and adjusted by the National Geodetic Survey in June 1991..
 JD2436
 JD2436.The geoid height was determined by GEOID03.
 JD2436
 JD2436.The dynamic height is computed by dividing the NAVD 88
 JD2436.geopotential number by the normal gravity value computed on the
 JD2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2436.degrees latitude (g = 980.6199 gals.).
 JD2436
 JD2436.The modeled gravity was interpolated from observed gravity values.
 JD2436
 JD2436;                    North         East    Units  Estimated Accuracy
 JD2436;SPC MO C     -   327,630.      500,020.      MT  (+/- 180 meters Scaled)
 JD2436
 JD2436                          SUPERSEDED SURVEY CONTROL
 JD2436
 JD2436.No superseded survey control is available for this station.
 JD2436
 JD2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC434930(NAD 83)
 JD2436_MARKER: I = METAL ROD
 JD2436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2436_SP_SET: STAINLESS STEEL ROD
 JD2436_STAMPING: M 331 1986
 JD2436_MARK LOGO: NGS   
 JD2436_PROJECTION: FLUSH
 JD2436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2436_ROD/PIPE-DEPTH: 4.6  meters
 JD2436
 JD2436  HISTORY     - Date     Condition        Report By
 JD2436  HISTORY     - 1986     MONUMENTED       NGS
 JD2436
 JD2436                          STATION DESCRIPTION
 JD2436
 JD2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2436'34.1 KM (21.2 MI) SE FROM BOONVILLE.
 JD2436'34.1 KM (21.2 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 87 FROM THE
 JD2436'COURTHOUSE IN BOONVILLE, 11.8 M (38.7 FT) EAST-NORTHEAST OF THE
 JD2436'HIGHWAY CENTERLINE, 10.1 M (33.1 FT) NORTH-NORTHWEST OF THE CENTER OF
 JD2436'A ROAD LEADING EAST TO THE BURLINGAMES RESIDENCE, 7.8 M (25.6 FT)
 JD2436'NORTH-NORTHEAST OF THE NORTHEAST END OF A DRAIN PIPE, AND 6.3 M (20.7
 JD2436'FT) NORTH-NORTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 JD2436'HAD THROUGH A 5-INCH LOGO CAP.
 JD2436'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 JD2436'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2410 ***********************************************************************
 JD2410  DESIGNATION -  M 332
 JD2410  PID         -  JD2410
 JD2410  STATE/COUNTY-  MO/COLE
 JD2410  USGS QUAD   -  JEFFERSON CITY (1981)
 JD2410
 JD2410                         *CURRENT SURVEY CONTROL
 JD2410  ___________________________________________________________________
 JD2410* NAD 83(1986)-  38 34 57.     (N)    092 11 39.     (W)     SCALED    
 JD2410* NAVD 88     -       179.200  (meters)     587.93   (feet)  ADJUSTED  
 JD2410  ___________________________________________________________________
 JD2410  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JD2410  DYNAMIC HT  -         179.079 (meters)     587.53  (feet)  COMP
 JD2410  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 JD2410
 JD2410  VERT ORDER  -  FIRST     CLASS II
 JD2410
 JD2410.The horizontal coordinates were scaled from a topographic map and have
 JD2410.an estimated accuracy of +/- 6 seconds.
 JD2410
 JD2410.The orthometric height was determined by differential leveling
 JD2410.and adjusted by the National Geodetic Survey in June 1991..
 JD2410
 JD2410.The geoid height was determined by GEOID03.
 JD2410
 JD2410.The dynamic height is computed by dividing the NAVD 88
 JD2410.geopotential number by the normal gravity value computed on the
 JD2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2410.degrees latitude (g = 980.6199 gals.).
 JD2410
 JD2410.The modeled gravity was interpolated from observed gravity values.
 JD2410
 JD2410;                    North         East    Units  Estimated Accuracy
 JD2410;SPC MO C     -   305,130.      526,650.      MT  (+/- 180 meters Scaled)
 JD2410
 JD2410                          SUPERSEDED SURVEY CONTROL
 JD2410
 JD2410.No superseded survey control is available for this station.
 JD2410
 JD2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC701707(NAD 83)
 JD2410_MARKER: DV = VERTICAL CONTROL DISK
 JD2410_SETTING: 66 = SET IN ROCK OUTCROP
 JD2410_SP_SET: IN A DRILL HOLE IN BEDROCK
 JD2410_STAMPING: M 332 1986
 JD2410_MARK LOGO: NGS   
 JD2410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JD2410+STABILITY: POSITION/ELEVATION WELL
 JD2410
 JD2410  HISTORY     - Date     Condition        Report By
 JD2410  HISTORY     - 1986     MONUMENTED       CGS
 JD2410  HISTORY     - 19860816 GOOD             NGS
 JD2410
 JD2410                          STATION DESCRIPTION
 JD2410
 JD2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1986
 JD2410'3.4 KM (2.1 MI) EAST FROM JEFFERSON CITY.
 JD2410'3.4 KM (2.1 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JD2410'STATE HIGHWAY 179 IN JEFFERSON CITY, SET VERTICALLY IN THE EAST 1/4 OF
 JD2410'A 600 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 25.5 M (83.7 FT)
 JD2410'WEST OF THE EAST END OF THE CUT, AND 10.7 M (35.1 FT) SOUTH OF THE
 JD2410'EAST BOUND HIGHWAY CENTERLINE.
 JD2410'THE MARK IS 1.5 M ABOVE THE GROUND.
 JD2410
 JD2410                          STATION RECOVERY (1986)
 JD2410
 JD2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JD2410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1409 ***********************************************************************
 JC1409  DESIGNATION -  M 333
 JC1409  PID         -  JC1409
 JC1409  STATE/COUNTY-  MO/OSAGE
 JC1409  USGS QUAD   -  LOOSE CREEK (1975)
 JC1409
 JC1409                         *CURRENT SURVEY CONTROL
 JC1409  ___________________________________________________________________
 JC1409* NAD 83(1986)-  38 30 02.     (N)    091 58 01.     (W)     SCALED    
 JC1409* NAVD 88     -       234.977  (meters)     770.92   (feet)  ADJUSTED  
 JC1409  ___________________________________________________________________
 JC1409  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JC1409  DYNAMIC HT  -         234.817 (meters)     770.40  (feet)  COMP
 JC1409  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 JC1409
 JC1409  VERT ORDER  -  FIRST     CLASS II
 JC1409
 JC1409.The horizontal coordinates were scaled from a topographic map and have
 JC1409.an estimated accuracy of +/- 6 seconds.
 JC1409
 JC1409.The orthometric height was determined by differential leveling
 JC1409.and adjusted by the National Geodetic Survey in June 1991..
 JC1409
 JC1409.The geoid height was determined by GEOID03.
 JC1409
 JC1409.The dynamic height is computed by dividing the NAVD 88
 JC1409.geopotential number by the normal gravity value computed on the
 JC1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1409.degrees latitude (g = 980.6199 gals.).
 JC1409
 JC1409.The modeled gravity was interpolated from observed gravity values.
 JC1409
 JC1409;                    North         East    Units  Estimated Accuracy
 JC1409;SPC MO C     -   296,130.      546,500.      MT  (+/- 180 meters Scaled)
 JC1409
 JC1409                          SUPERSEDED SURVEY CONTROL
 JC1409
 JC1409.No superseded survey control is available for this station.
 JC1409
 JC1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC900618(NAD 83)
 JC1409_MARKER: DB = BENCH MARK DISK
 JC1409_SETTING: 66 = SET IN ROCK OUTCROP
 JC1409_SP_SET: ROCK OUTCROP
 JC1409_STAMPING: M 333 1986
 JC1409_MARK LOGO: NGS   
 JC1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1409
 JC1409  HISTORY     - Date     Condition        Report By
 JC1409  HISTORY     - 1986     MONUMENTED       NGS
 JC1409
 JC1409                          STATION DESCRIPTION
 JC1409
 JC1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1409'23.1 KM (14.35 MI) EAST FROM JEFFERSON CITY.
 JC1409'23.1 KM (14.35 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JC1409'WITH U.S. HIGHWAY 54 IN JEFFERSON CITY, NEAR THE SOUTHWEST END OF AN
 JC1409'EXPOSED AREA OF BEDROCK AT THE SOUTHWEST END OF A HIGHWAY CUT, 105.0 M
 JC1409'(344.5 FT) SOUTHWEST OF THE CENTER OF COUNTY ROAD 601, 16.5 M (54.1
 JC1409'FT) NORTH OF THE NORTHEAST END OF A GUARDRAIL, 10.1 M (33.1 FT)
 JC1409'NORTHWEST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) NORTHEAST OF
 JC1409'THE SOUTHWEST END OF THE EXPOSED AREA OF BEDROCK.
 JC1409'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1331 ***********************************************************************
 JC1331  DESIGNATION -  M 334
 JC1331  PID         -  JC1331
 JC1331  STATE/COUNTY-  MO/FRANKLIN
 JC1331  USGS QUAD   -  WASHINGTON WEST (1985)
 JC1331
 JC1331                         *CURRENT SURVEY CONTROL
 JC1331  ___________________________________________________________________
 JC1331* NAD 83(1986)-  38 35 22.     (N)    091 07 12.     (W)     SCALED    
 JC1331* NAVD 88     -       155.341  (meters)     509.65   (feet)  ADJUSTED  
 JC1331  ___________________________________________________________________
 JC1331  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JC1331  DYNAMIC HT  -         155.243 (meters)     509.33  (feet)  COMP
 JC1331  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 JC1331
 JC1331  VERT ORDER  -  FIRST     CLASS II
 JC1331
 JC1331.The horizontal coordinates were scaled from a topographic map and have
 JC1331.an estimated accuracy of +/- 6 seconds.
 JC1331
 JC1331.The orthometric height was determined by differential leveling
 JC1331.and adjusted by the National Geodetic Survey in June 1991..
 JC1331
 JC1331.The geoid height was determined by GEOID03.
 JC1331
 JC1331.The dynamic height is computed by dividing the NAVD 88
 JC1331.geopotential number by the normal gravity value computed on the
 JC1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1331.degrees latitude (g = 980.6199 gals.).
 JC1331
 JC1331.The modeled gravity was interpolated from observed gravity values.
 JC1331
 JC1331;                    North         East    Units  Estimated Accuracy
 JC1331;SPC MO E     -   306,040.      195,990.      MT  (+/- 180 meters Scaled)
 JC1331
 JC1331                          SUPERSEDED SURVEY CONTROL
 JC1331
 JC1331.No superseded survey control is available for this station.
 JC1331
 JC1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC637728(NAD 83)
 JC1331_MARKER: I = METAL ROD
 JC1331_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1331_SP_SET: STAINLESS STEEL ROD
 JC1331_STAMPING: M 334 1986
 JC1331_MARK LOGO: NGS   
 JC1331_PROJECTION: FLUSH
 JC1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1331_ROD/PIPE-DEPTH: 18.3 meters
 JC1331
 JC1331  HISTORY     - Date     Condition        Report By
 JC1331  HISTORY     - 1986     MONUMENTED       NGS
 JC1331
 JC1331                          STATION DESCRIPTION
 JC1331
 JC1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1331'11.9 KM (7.4 MI) WEST FROM WASHINGTON.
 JC1331'11.9 KM (7.4 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1331'WITH STATE HIGHWAY 47 IN WASHINGTON, 24.8 M (81.4 FT) NORTH OF THE
 JC1331'HIGHWAY CENTERLINE, 12.2 M (40.0 FT) NORTHWEST OF THE CENTER OF
 JC1331'NEWPORT ROAD, 2.8 M (9.2 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY AND
 JC1331'CATTLE GUARD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JC1331'LOGO CAP.
 JC1331'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 JC1331'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1336 ***********************************************************************
 JC1336  DESIGNATION -  M 335
 JC1336  PID         -  JC1336
 JC1336  STATE/COUNTY-  MO/FRANKLIN
 JC1336  USGS QUAD   -  NEW HAVEN (1973)
 JC1336
 JC1336                         *CURRENT SURVEY CONTROL
 JC1336  ___________________________________________________________________
 JC1336* NAD 83(1986)-  38 35 54.     (N)    091 12 25.     (W)     SCALED    
 JC1336* NAVD 88     -       214.529  (meters)     703.83   (feet)  ADJUSTED  
 JC1336  ___________________________________________________________________
 JC1336  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JC1336  DYNAMIC HT  -         214.392 (meters)     703.38  (feet)  COMP
 JC1336  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 JC1336
 JC1336  VERT ORDER  -  FIRST     CLASS II
 JC1336
 JC1336.The horizontal coordinates were scaled from a topographic map and have
 JC1336.an estimated accuracy of +/- 6 seconds.
 JC1336
 JC1336.The orthometric height was determined by differential leveling
 JC1336.and adjusted by the National Geodetic Survey in June 1991..
 JC1336
 JC1336.The geoid height was determined by GEOID03.
 JC1336
 JC1336.The dynamic height is computed by dividing the NAVD 88
 JC1336.geopotential number by the normal gravity value computed on the
 JC1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1336.degrees latitude (g = 980.6199 gals.).
 JC1336
 JC1336.The modeled gravity was interpolated from observed gravity values.
 JC1336
 JC1336;                    North         East    Units  Estimated Accuracy
 JC1336;SPC MO E     -   307,080.      188,420.      MT  (+/- 180 meters Scaled)
 JC1336
 JC1336                          SUPERSEDED SURVEY CONTROL
 JC1336
 JC1336.No superseded survey control is available for this station.
 JC1336
 JC1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC561737(NAD 83)
 JC1336_MARKER: I = METAL ROD
 JC1336_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1336_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1336_STAMPING: M 335 1986
 JC1336_MARK LOGO: NGS   
 JC1336_PROJECTION: FLUSH
 JC1336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1336+STABILITY: POSITION/ELEVATION WELL
 JC1336_ROD/PIPE-DEPTH: 4.0  meters
 JC1336_SLEEVE-DEPTH  : 3.1 meters
 JC1336
 JC1336  HISTORY     - Date     Condition        Report By
 JC1336  HISTORY     - 1986     MONUMENTED       NGS
 JC1336
 JC1336                          STATION DESCRIPTION
 JC1336
 JC1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1336'19.9 KM (12.35 MI) WEST FROM WASHINGTON.
 JC1336'19.9 KM (11.95 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1336'WITH STATE HIGHWAY 47 IN WASHINGTON. 32.8 M (107.6 FT) SOUTHWEST OF
 JC1336'THE HIGHWAY CENTERLINE, 13.8 M (45.3 FT) SOUTH OF A UTILITY POLE WITH
 JC1336'A GUY WIRE, 5.5 M (18.0 FT) EAST OF A DOOR LEADING TO THE NEW HAVEN
 JC1336'MUNICIPAL WATER TANK, AND 4.0 M (13.1 FT) WEST OF A DRIVEWAY.
 JC1336'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JC1336'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1081 ***********************************************************************
 HC1081  DESIGNATION -  M 336
 HC1081  PID         -  HC1081
 HC1081  STATE/COUNTY-  MO/TEXAS
 HC1081  USGS QUAD   -  RAYMONDVILLE (1951)
 HC1081
 HC1081                         *CURRENT SURVEY CONTROL
 HC1081  ___________________________________________________________________
 HC1081* NAD 83(1986)-  37 21 14.     (N)    091 49 32.     (W)     SCALED    
 HC1081* NAVD 88     -       414.843  (meters)    1361.03   (feet)  ADJUSTED  
 HC1081  ___________________________________________________________________
 HC1081  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 HC1081  DYNAMIC HT  -         414.505 (meters)    1359.92  (feet)  COMP
 HC1081  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 HC1081
 HC1081  VERT ORDER  -  FIRST     CLASS II
 HC1081
 HC1081.The horizontal coordinates were scaled from a topographic map and have
 HC1081.an estimated accuracy of +/- 6 seconds.
 HC1081
 HC1081.The orthometric height was determined by differential leveling
 HC1081.and adjusted by the National Geodetic Survey in June 1991..
 HC1081
 HC1081.The geoid height was determined by GEOID03.
 HC1081
 HC1081.The dynamic height is computed by dividing the NAVD 88
 HC1081.geopotential number by the normal gravity value computed on the
 HC1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC1081.degrees latitude (g = 980.6199 gals.).
 HC1081
 HC1081.The modeled gravity was interpolated from observed gravity values.
 HC1081
 HC1081;                    North         East    Units  Estimated Accuracy
 HC1081;SPC MO C     -   168,940.      559,750.      MT  (+/- 180 meters Scaled)
 HC1081
 HC1081                          SUPERSEDED SURVEY CONTROL
 HC1081
 HC1081  NGVD 29 (10/05/93)  414.720  (m)         1360.63   (f) ADJUSTED    1 2
 HC1081
 HC1081.Superseded values are not recommended for survey control.
 HC1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1081.See file dsdata.txt to determine how the superseded data were derived.
 HC1081
 HC1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB040347(NAD 83)
 HC1081_MARKER: I = METAL ROD
 HC1081_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HC1081_SP_SET: STAINLESS STEEL ROD
 HC1081_STAMPING: M 336 1986
 HC1081_MARK LOGO: NGS   
 HC1081_PROJECTION: FLUSH
 HC1081_MAGNETIC: I = MARKER IS A STEEL ROD
 HC1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC1081_ROD/PIPE-DEPTH: 4.6  meters
 HC1081
 HC1081  HISTORY     - Date     Condition        Report By
 HC1081  HISTORY     - 1986     MONUMENTED       NGS
 HC1081
 HC1081                          STATION DESCRIPTION
 HC1081
 HC1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HC1081'9.5 KM (5.9 MI) EASTERLY ALONG COUNTY ROAD B FROM ITS JUNCTION WITH
 HC1081'U.S. HIGHWAY 63 IN HOUSTON, THENCE 3.4 KM (2.1 MI) NORTHERLY ALONG
 HC1081'STATE HIGHWAY 137, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION OF
 HC1081'COUNTY ROAD 3320, 8.0 M (26.2 FT) NORTHEAST OF THE CENTER OF A GATE
 HC1081'AND FIELD ENTRANCE, 7.6 M (24.9 FT) NORTHWEST OF THE CENTERLINE OF
 HC1081'THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A UTILITY POLE WITH A GUY WIRE,
 HC1081'0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND LEVEL WITH THE
 HC1081'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HC1081'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1573 ***********************************************************************
 KE1573  DESIGNATION -  M 337
 KE1573  PID         -  KE1573
 KE1573  STATE/COUNTY-  MO/HOLT
 KE1573  USGS QUAD   -  OREGON (1959)
 KE1573
 KE1573                         *CURRENT SURVEY CONTROL
 KE1573  ___________________________________________________________________
 KE1573* NAD 83(1986)-  39 58 21.     (N)    095 10 59.     (W)     SCALED    
 KE1573* NAVD 88     -       271.602  (meters)     891.08   (feet)  ADJUSTED  
 KE1573  ___________________________________________________________________
 KE1573  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KE1573  DYNAMIC HT  -         271.451 (meters)     890.59  (feet)  COMP
 KE1573  MODELED GRAV-     980,063.5   (mgal)                       NAVD 88
 KE1573
 KE1573  VERT ORDER  -  FIRST     CLASS II
 KE1573
 KE1573.The horizontal coordinates were scaled from a topographic map and have
 KE1573.an estimated accuracy of +/- 6 seconds.
 KE1573
 KE1573.The orthometric height was determined by differential leveling
 KE1573.and adjusted by the National Geodetic Survey in June 1991..
 KE1573
 KE1573.The geoid height was determined by GEOID03.
 KE1573
 KE1573.The dynamic height is computed by dividing the NAVD 88
 KE1573.geopotential number by the normal gravity value computed on the
 KE1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1573.degrees latitude (g = 980.6199 gals.).
 KE1573
 KE1573.The modeled gravity was interpolated from observed gravity values.
 KE1573
 KE1573;                    North         East    Units  Estimated Accuracy
 KE1573;SPC MO W     -   422,640.      791,650.      MT  (+/- 180 meters Scaled)
 KE1573
 KE1573                          SUPERSEDED SURVEY CONTROL
 KE1573
 KE1573.No superseded survey control is available for this station.
 KE1573
 KE1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE135269(NAD 83)
 KE1573_MARKER: I = METAL ROD
 KE1573_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KE1573+WITH SETTING: INFORMATION.
 KE1573_SP_SET: METAL ROD DRIVEN INTO GROUND
 KE1573_STAMPING: M 337 1989
 KE1573_MARK LOGO: NGS   
 KE1573_PROJECTION: FLUSH
 KE1573_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1573+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1573_ROD/PIPE-DEPTH: 2.2  meters
 KE1573
 KE1573  HISTORY     - Date     Condition        Report By
 KE1573  HISTORY     - 1989     MONUMENTED       NGS
 KE1573
 KE1573                          STATION DESCRIPTION
 KE1573
 KE1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1573'0.5 KM (0.30 MI) EASTERLY ALONG STATE HIGHWAY 111 FROM THE POST
 KE1573'OFFICE IN FOREST CITY, THENCE 1.1 KM (0.70 MI) SOUTHEASTERLY ALONG
 KE1573'COUNTY ROAD T, 15.7 M (51.5 FT) NORTHEAST OF THE CENTER OF A DIRT
 KE1573'ROAD LEADING NORTHWEST, 11.6 M (38.1 FT) NORTHEAST OF THE CENTERLINE
 KE1573'OF THE ROAD, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M
 KE1573'(1.0 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 KE1573'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1744 ***********************************************************************
 JC1744  DESIGNATION -  M 337
 JC1744  PID         -  JC1744
 JC1744  STATE/COUNTY-  MO/MARIES
 JC1744  USGS QUAD   -  PAYDOWN (1981)
 JC1744
 JC1744                         *CURRENT SURVEY CONTROL
 JC1744  ___________________________________________________________________
 JC1744* NAD 83(1986)-  38 07 39.     (N)    091 48 00.     (W)     SCALED    
 JC1744* NAVD 88     -       333.382  (meters)    1093.77   (feet)  ADJUSTED  
 JC1744  ___________________________________________________________________
 JC1744  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JC1744  DYNAMIC HT  -         333.143 (meters)    1092.99  (feet)  COMP
 JC1744  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 JC1744
 JC1744  VERT ORDER  -  FIRST     CLASS II
 JC1744
 JC1744.The horizontal coordinates were scaled from a topographic map and have
 JC1744.an estimated accuracy of +/- 6 seconds.
 JC1744
 JC1744.The orthometric height was determined by differential leveling
 JC1744.and adjusted by the National Geodetic Survey in June 1991..
 JC1744
 JC1744.The geoid height was determined by GEOID03.
 JC1744
 JC1744.The dynamic height is computed by dividing the NAVD 88
 JC1744.geopotential number by the normal gravity value computed on the
 JC1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1744.degrees latitude (g = 980.6199 gals.).
 JC1744
 JC1744.The modeled gravity was interpolated from observed gravity values.
 JC1744
 JC1744;                    North         East    Units  Estimated Accuracy
 JC1744;SPC MO C     -   254,820.      561,370.      MT  (+/- 180 meters Scaled)
 JC1744
 JC1744                          SUPERSEDED SURVEY CONTROL
 JC1744
 JC1744  NGVD 29 (10/05/93)  333.352  (m)         1093.67   (f) ADJUSTED    1 2
 JC1744
 JC1744.Superseded values are not recommended for survey control.
 JC1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1744.See file dsdata.txt to determine how the superseded data were derived.
 JC1744
 JC1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC051206(NAD 83)
 JC1744_MARKER: DV = VERTICAL CONTROL DISK
 JC1744_SETTING: 66 = SET IN ROCK OUTCROP
 JC1744_SP_SET: IN A DRILL HOLE IN BEDROCK
 JC1744_STAMPING: M 337 1986
 JC1744_MARK LOGO: NGS   
 JC1744_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1744+STABILITY: POSITION/ELEVATION WELL
 JC1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1744+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2001
 JC1744
 JC1744  HISTORY     - Date     Condition        Report By
 JC1744  HISTORY     - 1986     MONUMENTED       NGS
 JC1744  HISTORY     - 20011016 GOOD             INDIV
 JC1744
 JC1744                          STATION DESCRIPTION
 JC1744
 JC1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1744'17.4 KM (10.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC1744'WITH STATE HIGHWAY 42 IN VIENNA, IN A 1.0 BY 1.5 FOOT AREA OF
 JC1744'OUTCROPPING BEDROCK, 42.4 M (139.1 FT) WEST-NORTHWEST OF THE CENTER
 JC1744'OF COUNTY ROAD A, 36.0 M (118.1 FT) WEST-NORTHWEST OF THE CENTER OF A
 JC1744'18-INCH METAL DRAIN PIPE, 14.7 M (48.2 FT) NORTH-NORTHEAST OF THE
 JC1744'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 JC1744
 JC1744                          STATION RECOVERY (2001)
 JC1744
 JC1744'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RLT)
 JC1744'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2454 ***********************************************************************
 JD2454  DESIGNATION -  M 338
 JD2454  PID         -  JD2454
 JD2454  STATE/COUNTY-  MO/COLE
 JD2454  USGS QUAD   -  HARTSBURG (1981)
 JD2454
 JD2454                         *CURRENT SURVEY CONTROL
 JD2454  ___________________________________________________________________
 JD2454* NAD 83(1986)-  38 38 02.     (N)    092 16 17.     (W)     SCALED    
 JD2454* NAVD 88     -       214.514  (meters)     703.78   (feet)  ADJUSTED  
 JD2454  ___________________________________________________________________
 JD2454  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JD2454  DYNAMIC HT  -         214.372 (meters)     703.32  (feet)  COMP
 JD2454  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 JD2454
 JD2454  VERT ORDER  -  FIRST     CLASS II
 JD2454
 JD2454.The horizontal coordinates were scaled from a topographic map and have
 JD2454.an estimated accuracy of +/- 6 seconds.
 JD2454
 JD2454.The orthometric height was determined by differential leveling
 JD2454.and adjusted by the National Geodetic Survey in June 1991..
 JD2454
 JD2454.The geoid height was determined by GEOID03.
 JD2454
 JD2454.The dynamic height is computed by dividing the NAVD 88
 JD2454.geopotential number by the normal gravity value computed on the
 JD2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2454.degrees latitude (g = 980.6199 gals.).
 JD2454
 JD2454.The modeled gravity was interpolated from observed gravity values.
 JD2454
 JD2454;                    North         East    Units  Estimated Accuracy
 JD2454;SPC MO C     -   310,820.      519,900.      MT  (+/- 180 meters Scaled)
 JD2454
 JD2454                          SUPERSEDED SURVEY CONTROL
 JD2454
 JD2454.No superseded survey control is available for this station.
 JD2454
 JD2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC634764(NAD 83)
 JD2454_MARKER: I = METAL ROD
 JD2454_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JD2454_SP_SET: STAINLESS STEEL ROD
 JD2454_STAMPING: M 338 1986
 JD2454_MARK LOGO: NGS   
 JD2454_PROJECTION: FLUSH
 JD2454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2454_ROD/PIPE-DEPTH: 3.2  meters
 JD2454
 JD2454  HISTORY     - Date     Condition        Report By
 JD2454  HISTORY     - 1986     MONUMENTED       NGS
 JD2454
 JD2454                          STATION DESCRIPTION
 JD2454
 JD2454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JD2454'8.7 KM (5.4 MI) NW FROM JEFFERSON CITY.
 JD2454'8.7 KM (5.4 MI) NORTHWESTERLY ALONG STATE HIGHWAY 179 FROM ITS
 JD2454'JUNCTION WITH U.S. HIGHWAY 50 IN JEFFERSON CITY, 26.6 M (87.3 FT) EAST
 JD2454'OF THE CENTER OF SCOTT STATION ROAD, 17.1 M (56.1 FT) EAST OF A
 JD2454'UTILITY POLE, AND 11.8 M (38.7 FT) SOUTH OF THE CENTERLINE OF THE
 JD2454'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JD2454'CAP.
 JD2454'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JD2454'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1317 ***********************************************************************
 JC1317  DESIGNATION -  M 339
 JC1317  PID         -  JC1317
 JC1317  STATE/COUNTY-  MO/FRANKLIN
 JC1317  USGS QUAD   -  WASHINGTON EAST (1972)
 JC1317
 JC1317                         *CURRENT SURVEY CONTROL
 JC1317  ___________________________________________________________________
 JC1317* NAD 83(1986)-  38 31 42.     (N)    090 57 05.     (W)     SCALED    
 JC1317* NAVD 88     -       167.248  (meters)     548.71   (feet)  ADJUSTED  
 JC1317  ___________________________________________________________________
 JC1317  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JC1317  DYNAMIC HT  -         167.139 (meters)     548.36  (feet)  COMP
 JC1317  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 JC1317
 JC1317  VERT ORDER  -  FIRST     CLASS II
 JC1317
 JC1317.The horizontal coordinates were scaled from a topographic map and have
 JC1317.an estimated accuracy of +/- 6 seconds.
 JC1317
 JC1317.The orthometric height was determined by differential leveling
 JC1317.and adjusted by the National Geodetic Survey in June 1991..
 JC1317
 JC1317.The geoid height was determined by GEOID03.
 JC1317
 JC1317.The dynamic height is computed by dividing the NAVD 88
 JC1317.geopotential number by the normal gravity value computed on the
 JC1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1317.degrees latitude (g = 980.6199 gals.).
 JC1317
 JC1317.The modeled gravity was interpolated from observed gravity values.
 JC1317
 JC1317;                    North         East    Units  Estimated Accuracy
 JC1317;SPC MO E     -   299,170.      210,640.      MT  (+/- 180 meters Scaled)
 JC1317
 JC1317                          SUPERSEDED SURVEY CONTROL
 JC1317
 JC1317.No superseded survey control is available for this station.
 JC1317
 JC1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC785664(NAD 83)
 JC1317_MARKER: DB = BENCH MARK DISK
 JC1317_SETTING: 66 = SET IN ROCK OUTCROP
 JC1317_SP_SET: ROCK OUTCROP
 JC1317_STAMPING: M 339 1986
 JC1317_MARK LOGO: NGS   
 JC1317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1317+STABILITY: POSITION/ELEVATION WELL
 JC1317
 JC1317  HISTORY     - Date     Condition        Report By
 JC1317  HISTORY     - 1986     MONUMENTED       NGS
 JC1317
 JC1317                          STATION DESCRIPTION
 JC1317
 JC1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1317'8.0 KM (5.0 MI) EAST FROM WASHINGTON.
 JC1317'5.0 KM (3.1 MI) EASTERLY ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 JC1317'WITH STATE HIGHWAY 47 IN WASHINGTON, SET VERTICALLY NEAR THE CENTER OF
 JC1317'THE SOUTH FACE OF A 700 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 JC1317'0.6 KM (0.35 MI) WEST OF THE INTERSECTION OF ST JOHNS ROAD, AND 13.4 M
 JC1317'(44.0 FT) NORTH OF THE HIGHWAY CENTERLINE.
 JC1317'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0588 ***********************************************************************
 HC0588  DESIGNATION -  M 34
 HC0588  PID         -  HC0588
 HC0588  STATE/COUNTY-  MO/PHELPS
 HC0588  USGS QUAD   -  EDGAR SPRINGS (1954)
 HC0588
 HC0588                         *CURRENT SURVEY CONTROL
 HC0588  ___________________________________________________________________
 HC0588* NAD 83(1986)-  37 44 49.     (N)    091 51 24.     (W)     SCALED    
 HC0588* NAVD 88     -       346.123  (meters)    1135.57   (feet)  ADJUSTED  
 HC0588  ___________________________________________________________________
 HC0588  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HC0588  DYNAMIC HT  -         345.858 (meters)    1134.70  (feet)  COMP
 HC0588  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 HC0588
 HC0588  VERT ORDER  -  FIRST     CLASS II
 HC0588
 HC0588.The horizontal coordinates were scaled from a topographic map and have
 HC0588.an estimated accuracy of +/- 6 seconds.
 HC0588
 HC0588.The orthometric height was determined by differential leveling
 HC0588.and adjusted by the National Geodetic Survey in June 1991..
 HC0588.WARNING-Repeat measurements at this control monument indicate possible
 HC0588.vertical movement.
 HC0588
 HC0588.The geoid height was determined by GEOID03.
 HC0588
 HC0588.The dynamic height is computed by dividing the NAVD 88
 HC0588.geopotential number by the normal gravity value computed on the
 HC0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0588.degrees latitude (g = 980.6199 gals.).
 HC0588
 HC0588.The modeled gravity was interpolated from observed gravity values.
 HC0588
 HC0588;                    North         East    Units  Estimated Accuracy
 HC0588;SPC MO C     -   212,540.      556,700.      MT  (+/- 180 meters Scaled)
 HC0588
 HC0588                          SUPERSEDED SURVEY CONTROL
 HC0588
 HC0588  NGVD 29 (10/05/93)  346.043  (m)         1135.31   (f) ADJUSTED    1 2
 HC0588
 HC0588.Superseded values are not recommended for survey control.
 HC0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0588.See file dsdata.txt to determine how the superseded data were derived.
 HC0588
 HC0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB007783(NAD 83)
 HC0588_MARKER: DB = BENCH MARK DISK
 HC0588_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HC0588_SP_SET: HEADWALL
 HC0588_STAMPING: M 34 1934
 HC0588_MARK LOGO: CGS   
 HC0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0588+STABILITY: SURFACE MOTION
 HC0588
 HC0588  HISTORY     - Date     Condition        Report By
 HC0588  HISTORY     - 1934     MONUMENTED       CGS
 HC0588  HISTORY     - 1949     GOOD             NGS
 HC0588  HISTORY     - 1984     GOOD             NGS
 HC0588  HISTORY     - 1984     GOOD             NGS
 HC0588  HISTORY     - 19890718 GOOD             NGS
 HC0588
 HC0588                          STATION DESCRIPTION
 HC0588
 HC0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HC0588'3.2 MI N FROM EDGAR SPRINGS.
 HC0588'ABOUT 3.2 MILES NORTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE
 HC0588'AT EDGAR SPRINGS, ABOUT 16.0 MILES SOUTH ALONG U.S. HIGHWAY 63
 HC0588'FROM THE JUNCTION OF U.S. HIGHWAY 66 IN WEST ROLLA, ABOUT 1.95
 HC0588'MILES SOUTH FROM THE PHILADELPHIA CHRUCH, AT THE BOTTOM OF A
 HC0588'GENTLE GRADE, SET IN THE TOP AND THE CENTER OF THE EAST HEADWALL
 HC0588'OF A 2 1/2 FOOT CONCRETE CULVERT, 43 FEET NORTHWEST OF TELEPHONE
 HC0588'POLE E 36, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 HC0588'AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HC0588
 HC0588                          STATION RECOVERY (1984)
 HC0588
 HC0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HC0588'5.39 KM (3.35 MI) NORTH ALONG OLD U.S. HIGHWAY 63, FROM THE POST
 HC0588'OFFICE IN EDGAR SPRINGS, IN THE CENTER OF THE TOP OF THE EAST
 HC0588'HEADWALL OF A CULVERT OF THE HIGHWAY.
 HC0588
 HC0588                          STATION RECOVERY (1984)
 HC0588
 HC0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HC0588'5.39 KM (3.35 MI) NORTH ALONG OLD U.S. HIGHWAY 63, FROM THE POST
 HC0588'OFFICE IN EDGAR SPRINGS, IN THE CENTER OF THE TOP OF THE EAST
 HC0588'HEADWALL OF A CULVERT OF THE HIGHWAY.
 HC0588
 HC0588                          STATION RECOVERY (1989)
 HC0588
 HC0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HC0588'RECOVERED IN GOOD CONDITION.  A NEW TO DESCRIPTION FOLLOWS.  28.5 KM
 HC0588'(17.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH
 HC0588'INTERSTATE HIGHWAY 44 IN ROLLA, THENCE 0.3 KM (0.2 MI) SOUTHEASTERLY
 HC0588'ALONG A PAVED ROAD, 0R 28.4 KM (17.65 MI) NORTHERLY ALONG U.S.
 HC0588'HIGHWAY 63 FROM ITS JUNCTION WITH STATE HIGHWAY 137 IN LICKING,
 HC0588'THENCE 0.3 KM (0.2 MI) SOUTHEASTERLY ALONG A PAVED ROAD, IN THE
 HC0588'CENTER OF THE EAST CONCRETE HEADWALL OF A BOX CULVERT, 22.0 M (72.2
 HC0588'FT) SOUTH-SOUTHEAST OF THE CENTER OF A DRIVEWAY, 15.0 M (49.2 FT)
 HC0588'SOUTH OF A FIRE HYDRANT, 5.2 M (17.1 FT) EAST OF THE CENTER OF THE
 HC0588'ROAD, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1589 ***********************************************************************
 KE1589  DESIGNATION -  M 340
 KE1589  PID         -  KE1589
 KE1589  STATE/COUNTY-  MO/BUCHANAN
 KE1589  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE1589
 KE1589                         *CURRENT SURVEY CONTROL
 KE1589  ___________________________________________________________________
 KE1589* NAD 83(1986)-  39 48 27.     (N)    094 50 28.     (W)     SCALED    
 KE1589* NAVD 88     -       276.585  (meters)     907.43   (feet)  ADJUSTED  
 KE1589  ___________________________________________________________________
 KE1589  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KE1589  DYNAMIC HT  -         276.424 (meters)     906.90  (feet)  COMP
 KE1589  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 KE1589
 KE1589  VERT ORDER  -  FIRST     CLASS II
 KE1589
 KE1589.The horizontal coordinates were scaled from a topographic map and have
 KE1589.an estimated accuracy of +/- 6 seconds.
 KE1589
 KE1589.The orthometric height was determined by differential leveling
 KE1589.and adjusted by the National Geodetic Survey in June 1991..
 KE1589
 KE1589.The geoid height was determined by GEOID03.
 KE1589
 KE1589.The dynamic height is computed by dividing the NAVD 88
 KE1589.geopotential number by the normal gravity value computed on the
 KE1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1589.degrees latitude (g = 980.6199 gals.).
 KE1589
 KE1589.The modeled gravity was interpolated from observed gravity values.
 KE1589
 KE1589;                    North         East    Units  Estimated Accuracy
 KE1589;SPC MO W     -   404,150.      820,790.      MT  (+/- 180 meters Scaled)
 KE1589
 KE1589                          SUPERSEDED SURVEY CONTROL
 KE1589
 KE1589.No superseded survey control is available for this station.
 KE1589
 KE1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE423080(NAD 83)
 KE1589_MARKER: I = METAL ROD
 KE1589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1589_SP_SET: STAINLESS STEEL ROD
 KE1589_STAMPING: M 340 1989
 KE1589_MARK LOGO: NGS   
 KE1589_PROJECTION: FLUSH
 KE1589_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1589+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 KE1589_ROD/PIPE-DEPTH: 16.2 meters
 KE1589
 KE1589  HISTORY     - Date     Condition        Report By
 KE1589  HISTORY     - 1989     MONUMENTED       NGS
 KE1589  HISTORY     - 20060704 GOOD             GEOCAC
 KE1589
 KE1589                          STATION DESCRIPTION
 KE1589
 KE1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1589'IN ST JOSEPH, AT 4400 ST JOSEPH AVENUE, 45.1 M (148.0 FT) NORTHEAST
 KE1589'OF THE NORTHEAST CORNER OF A BUILDING AT 4400 ST JOSEPH AVENUE, 25.3
 KE1589'M (83.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 KE1589'AVENUE, 15.0 M (49.2 FT) WEST OF THE NORTHWEST CORNER OF A BOX
 KE1589'CULVERT, 1.5 M (4.9 FT) NORTH OF A UTILITY POLE, AND LEVEL WITH THE
 KE1589'AVENUE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KE1589'CAP.
 KE1589
 KE1589                          STATION RECOVERY (2006)
 KE1589
 KE1589'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1589'THE BUILDING DESCRIBED IN 1989 HAS BEEN REMOVED. ADD A CARSONITE
 KE1589'WITNESS POST ON THE NORTHEAST SIDE OF THE UTILITY POLE.
 KE1589'HH2 N39 48 26.1 W94 50 28.8
 KE1589' 
 KE1589' 
 KE1589' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1757 ***********************************************************************
 JC1757  DESIGNATION -  M 340
 JC1757  PID         -  JC1757
 JC1757  STATE/COUNTY-  MO/OSAGE
 JC1757  USGS QUAD   -  FREEBURG (1981)
 JC1757
 JC1757                         *CURRENT SURVEY CONTROL
 JC1757  ___________________________________________________________________
 JC1757* NAD 83(1986)-  38 21 08.     (N)    091 55 13.     (W)     SCALED    
 JC1757* NAVD 88     -       260.709  (meters)     855.34   (feet)  ADJUSTED  
 JC1757  ___________________________________________________________________
 JC1757  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JC1757  DYNAMIC HT  -         260.527 (meters)     854.75  (feet)  COMP
 JC1757  MODELED GRAV-     979,923.6   (mgal)                       NAVD 88
 JC1757
 JC1757  VERT ORDER  -  FIRST     CLASS II
 JC1757
 JC1757.The horizontal coordinates were scaled from a topographic map and have
 JC1757.an estimated accuracy of +/- 6 seconds.
 JC1757
 JC1757.The orthometric height was determined by differential leveling
 JC1757.and adjusted by the National Geodetic Survey in June 1991..
 JC1757
 JC1757.The geoid height was determined by GEOID03.
 JC1757
 JC1757.The dynamic height is computed by dividing the NAVD 88
 JC1757.geopotential number by the normal gravity value computed on the
 JC1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1757.degrees latitude (g = 980.6199 gals.).
 JC1757
 JC1757.The modeled gravity was interpolated from observed gravity values.
 JC1757
 JC1757;                    North         East    Units  Estimated Accuracy
 JC1757;SPC MO C     -   279,690.      550,670.      MT  (+/- 180 meters Scaled)
 JC1757
 JC1757                          SUPERSEDED SURVEY CONTROL
 JC1757
 JC1757  NGVD 29 (10/05/93)  260.685  (m)          855.26   (f) ADJUSTED    1 2
 JC1757
 JC1757.Superseded values are not recommended for survey control.
 JC1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1757.See file dsdata.txt to determine how the superseded data were derived.
 JC1757
 JC1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC943454(NAD 83)
 JC1757_MARKER: I = METAL ROD
 JC1757_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1757+WITH SETTING: INFORMATION.
 JC1757_SP_SET: METAL ROD DRIVEN INTO GROUND
 JC1757_STAMPING: M 340 1986
 JC1757_MARK LOGO: NGS   
 JC1757_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1757
 JC1757  HISTORY     - Date     Condition        Report By
 JC1757  HISTORY     - 1986     MONUMENTED       NGS
 JC1757
 JC1757                          STATION DESCRIPTION
 JC1757
 JC1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JC1757'13.9 KM (8.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION
 JC1757'WITH COUNTY ROAD 511 IN WESTPHALIA, A METAL ROD DRIVEN 1.1 M AND
 JC1757'FLUSH WITH GROUND, 30.4 M (99.7 FT) SOUTHWEST OF UNDERGROUND CABLE
 JC1757'JUNCTION BOX NUMBER 462, 19.2 M (63.0 FT) SOUTH-SOUTHEAST OF A
 JC1757'17-INCH CEDAR TREE IN A FENCELINE, 11.6 M (38.1 FT) WEST-SOUTHWEST OF
 JC1757'THE CENTERLINE OF THE HIGHWAY, 10.2 M (33.5 FT) NORTH-NORTHWEST OF
 JC1757'THE CENTER OF AN ABANDONED DRIVEWAY, 0.3 M (1.0 FT) EAST-NORTHEAST OF
 JC1757'A WITNESS POST AND FENCE, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS
 JC1757'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1619 ***********************************************************************
 KE1619  DESIGNATION -  M 341
 KE1619  PID         -  KE1619
 KE1619  STATE/COUNTY-  MO/PLATTE
 KE1619  USGS QUAD   -  WESTON (1984)
 KE1619
 KE1619                         *CURRENT SURVEY CONTROL
 KE1619  ___________________________________________________________________
 KE1619* NAD 83(1986)-  39 25 48.     (N)    094 54 38.     (W)     SCALED    
 KE1619* NAVD 88     -       274.553  (meters)     900.76   (feet)  ADJUSTED  
 KE1619  ___________________________________________________________________
 KE1619  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KE1619  DYNAMIC HT  -         274.382 (meters)     900.20  (feet)  COMP
 KE1619  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 KE1619
 KE1619  VERT ORDER  -  FIRST     CLASS II
 KE1619
 KE1619.The horizontal coordinates were scaled from a topographic map and have
 KE1619.an estimated accuracy of +/- 6 seconds.
 KE1619
 KE1619.The orthometric height was determined by differential leveling
 KE1619.and adjusted by the National Geodetic Survey in June 1991..
 KE1619
 KE1619.The geoid height was determined by GEOID03.
 KE1619
 KE1619.The dynamic height is computed by dividing the NAVD 88
 KE1619.geopotential number by the normal gravity value computed on the
 KE1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1619.degrees latitude (g = 980.6199 gals.).
 KE1619
 KE1619.The modeled gravity was interpolated from observed gravity values.
 KE1619
 KE1619;                    North         East    Units  Estimated Accuracy
 KE1619;SPC MO W     -   362,270.      814,650.      MT  (+/- 180 meters Scaled)
 KE1619
 KE1619                          SUPERSEDED SURVEY CONTROL
 KE1619
 KE1619.No superseded survey control is available for this station.
 KE1619
 KE1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD355662(NAD 83)
 KE1619_MARKER: I = METAL ROD
 KE1619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1619_SP_SET: STAINLESS STEEL ROD
 KE1619_STAMPING: M 341 1989
 KE1619_MARK LOGO: NGS   
 KE1619_PROJECTION: FLUSH
 KE1619_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1619+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KE1619_ROD/PIPE-DEPTH: 12.5 meters
 KE1619
 KE1619  HISTORY     - Date     Condition        Report By
 KE1619  HISTORY     - 1989     MONUMENTED       NGS
 KE1619  HISTORY     - 20060409 GOOD             GEOCAC
 KE1619
 KE1619                          STATION DESCRIPTION
 KE1619
 KE1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1619'1.2 KM (0.75 MI) NORTHERLY ALONG STATE HIGHWAY 45 FROM ITS JUNCTION
 KE1619'WITH STATE HIGHWAY H IN WESTON, 11.0 M (36.1 FT) SOUTHWEST OF THE
 KE1619'CENTERLINE OF THE HIGHWAY, 3.1 M (10.2 FT) NORTH OF A UTILITY POLE,
 KE1619'0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 KE1619'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1619
 KE1619                          STATION RECOVERY (2006)
 KE1619
 KE1619'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1619'DELETE THE WITNESS POST FROM THE DESCRIPTION.
 KE1619'HH2 (NAD83) N39 25 48.7 W94 54 38.0
 KE1619' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1456 ***********************************************************************
 LF1456  DESIGNATION -  M 342
 LF1456  PID         -  LF1456
 LF1456  STATE/COUNTY-  MO/ATCHISON
 LF1456  USGS QUAD   -  LANGDON (1984)
 LF1456
 LF1456                         *CURRENT SURVEY CONTROL
 LF1456  ___________________________________________________________________
 LF1456* NAD 83(1986)-  40 17 40.     (N)    095 30 25.     (W)     SCALED    
 LF1456* NAVD 88     -       267.081  (meters)     876.25   (feet)  ADJUSTED  
 LF1456  ___________________________________________________________________
 LF1456  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF1456  DYNAMIC HT  -         266.937 (meters)     875.78  (feet)  COMP
 LF1456  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 LF1456
 LF1456  VERT ORDER  -  FIRST     CLASS II
 LF1456
 LF1456.The horizontal coordinates were scaled from a topographic map and have
 LF1456.an estimated accuracy of +/- 6 seconds.
 LF1456
 LF1456.The orthometric height was determined by differential leveling
 LF1456.and adjusted by the National Geodetic Survey in June 1991..
 LF1456
 LF1456.The geoid height was determined by GEOID03.
 LF1456
 LF1456.The dynamic height is computed by dividing the NAVD 88
 LF1456.geopotential number by the normal gravity value computed on the
 LF1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1456.degrees latitude (g = 980.6199 gals.).
 LF1456
 LF1456.The modeled gravity was interpolated from observed gravity values.
 LF1456
 LF1456;                    North         East    Units  Estimated Accuracy
 LF1456;SPC MO W     -   458,650.      764,390.      MT  (+/- 180 meters Scaled)
 LF1456
 LF1456                          SUPERSEDED SURVEY CONTROL
 LF1456
 LF1456.No superseded survey control is available for this station.
 LF1456
 LF1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE869634(NAD 83)
 LF1456_MARKER: I = METAL ROD
 LF1456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1456_SP_SET: STAINLESS STEEL ROD
 LF1456_STAMPING: M 342 1989
 LF1456_MARK LOGO: NGS   
 LF1456_PROJECTION: FLUSH
 LF1456_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1456+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LF1456_ROD/PIPE-DEPTH: 29.2 meters
 LF1456
 LF1456  HISTORY     - Date     Condition        Report By
 LF1456  HISTORY     - 1989     MONUMENTED       NGS
 LF1456
 LF1456                          STATION DESCRIPTION
 LF1456
 LF1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1456'IN NISHNABOTNA, AT THE INTERSECTION OF STATE HIGHWAY 111 AND COUNTY
 LF1456'ROAD Z, 11.6 M (38.1 FT) WEST OF THE CENTER OF THE ROAD, 10.6 M (34.8
 LF1456'FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 6.0 M (19.7 FT) NORTHEAST
 LF1456'OF THE NORTHEAST CORNER OF A CULVERT HEADWALL, 1.6 M (5.2 FT) NORTH
 LF1456'OF A UTILITY POLE, AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO DATUM
 LF1456'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1478 ***********************************************************************
 HD1478  DESIGNATION -  M 343
 HD1478  PID         -  HD1478
 HD1478  STATE/COUNTY-  MO/GREENE
 HD1478  USGS QUAD   -  SPRINGFIELD (1975)
 HD1478
 HD1478                         *CURRENT SURVEY CONTROL
 HD1478  ___________________________________________________________________
 HD1478* NAD 83(1986)-  37 12 47.     (N)    093 16 32.     (W)     SCALED    
 HD1478* NAVD 88     -       393.525  (meters)    1291.09   (feet)  ADJUSTED  
 HD1478  ___________________________________________________________________
 HD1478  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HD1478  DYNAMIC HT  -         393.209 (meters)    1290.05  (feet)  COMP
 HD1478  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 HD1478
 HD1478  VERT ORDER  -  FIRST     CLASS II
 HD1478
 HD1478.The horizontal coordinates were scaled from a topographic map and have
 HD1478.an estimated accuracy of +/- 6 seconds.
 HD1478
 HD1478.The orthometric height was determined by differential leveling
 HD1478.and adjusted by the National Geodetic Survey in June 1991..
 HD1478
 HD1478.The geoid height was determined by GEOID03.
 HD1478
 HD1478.The dynamic height is computed by dividing the NAVD 88
 HD1478.geopotential number by the normal gravity value computed on the
 HD1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1478.degrees latitude (g = 980.6199 gals.).
 HD1478
 HD1478.The modeled gravity was interpolated from observed gravity values.
 HD1478
 HD1478;                    North         East    Units  Estimated Accuracy
 HD1478;SPC MO C     -   153,380.      431,160.      MT  (+/- 180 meters Scaled)
 HD1478
 HD1478                          SUPERSEDED SURVEY CONTROL
 HD1478
 HD1478  NGVD 29 (10/05/93)  393.383  (m)         1290.62   (f) ADJUSTED    1 2
 HD1478
 HD1478.Superseded values are not recommended for survey control.
 HD1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1478.See file dsdata.txt to determine how the superseded data were derived.
 HD1478
 HD1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB755185(NAD 83)
 HD1478_MARKER: DV = VERTICAL CONTROL DISK
 HD1478_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HD1478_SP_SET: FOUNDATION
 HD1478_STAMPING: M 343 1989
 HD1478_MARK LOGO: NGS   
 HD1478_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1478+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1478
 HD1478  HISTORY     - Date     Condition        Report By
 HD1478  HISTORY     - 1989     MONUMENTED       NGS
 HD1478  HISTORY     - 1991     GOOD             USPSQD
 HD1478
 HD1478                          STATION DESCRIPTION
 HD1478
 HD1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1478'IN SPRINGFIELD, AT 500 NORTH NATIONAL STREET, SET VERTICALLY IN THE
 HD1478'WEST FACE OF THE FOUNDATION OF THE MORRIS OIL COMPANY WAREHOUSE, 9.4
 HD1478'M (30.8 FT) SOUTHEAST OF THE CENTER OF THE WEST ENTRANCE GATE, 4.0 M
 HD1478'(13.1 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 2.6 M (8.5
 HD1478'FT) NORTH OF THE NORTH EDGE OF THE CENTER BASEMENT WINDOW, AND 1.1 M
 HD1478'(3.6 FT) ABOVE THE GROUND SURFACE.
 HD1478
 HD1478                          STATION RECOVERY (1991)
 HD1478
 HD1478'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDM)
 HD1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1501 ***********************************************************************
 HD1501  DESIGNATION -  M 344
 HD1501  PID         -  HD1501
 HD1501  STATE/COUNTY-  MO/CHRISTIAN
 HD1501  USGS QUAD   -  BILLINGS (1975)
 HD1501
 HD1501                         *CURRENT SURVEY CONTROL
 HD1501  ___________________________________________________________________
 HD1501* NAD 83(1986)-  37 02 34.     (N)    093 35 02.     (W)     SCALED    
 HD1501* NAVD 88     -       410.206  (meters)    1345.82   (feet)  ADJUSTED  
 HD1501  ___________________________________________________________________
 HD1501  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 HD1501  DYNAMIC HT  -         409.864 (meters)    1344.70  (feet)  COMP
 HD1501  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 HD1501
 HD1501  VERT ORDER  -  FIRST     CLASS II
 HD1501
 HD1501.The horizontal coordinates were scaled from a topographic map and have
 HD1501.an estimated accuracy of +/- 6 seconds.
 HD1501
 HD1501.The orthometric height was determined by differential leveling
 HD1501.and adjusted by the National Geodetic Survey in June 1991..
 HD1501
 HD1501.The geoid height was determined by GEOID03.
 HD1501
 HD1501.The dynamic height is computed by dividing the NAVD 88
 HD1501.geopotential number by the normal gravity value computed on the
 HD1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1501.degrees latitude (g = 980.6199 gals.).
 HD1501
 HD1501.The modeled gravity was interpolated from observed gravity values.
 HD1501
 HD1501;                    North         East    Units  Estimated Accuracy
 HD1501;SPC MO C     -   134,750.      403,580.      MT  (+/- 180 meters Scaled)
 HD1501
 HD1501                          SUPERSEDED SURVEY CONTROL
 HD1501
 HD1501  NGVD 29 (10/05/93)  410.041  (m)         1345.28   (f) ADJUSTED    1 2
 HD1501
 HD1501.Superseded values are not recommended for survey control.
 HD1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1501.See file dsdata.txt to determine how the superseded data were derived.
 HD1501
 HD1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA480997(NAD 83)
 HD1501_MARKER: DV = VERTICAL CONTROL DISK
 HD1501_SETTING: 66 = SET IN ROCK OUTCROP
 HD1501_SP_SET: IN A DRILL HOLE IN BEDROCK
 HD1501_STAMPING: M 344 1989
 HD1501_MARK LOGO: NGS   
 HD1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1501+STABILITY: POSITION/ELEVATION WELL
 HD1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1501+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1501
 HD1501  HISTORY     - Date     Condition        Report By
 HD1501  HISTORY     - 1989     MONUMENTED       NGS
 HD1501
 HD1501                          STATION DESCRIPTION
 HD1501
 HD1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1501'3.9 KM (2.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1501'WITH STATE HIGHWAY 14 IN BILLINGS, IN A 6 BY 18 FOOT AREA OF
 HD1501'OUTCROPPING BEDROCK, 12.5 M (41.0 FT) SOUTHEAST OF THE CENTERLINE OF
 HD1501'THE HIGHWAY, 10.4 M (34.1 FT) NORTHWEST OF A FENCE, 10.4 M (34.1 FT)
 HD1501'SOUTHWEST OF THE NORTHEAST END OF THE OUTCROP, 0.3 M (1.0 FT)
 HD1501'NORTHWEST OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1636 ***********************************************************************
 KE1636  DESIGNATION -  M 345
 KE1636  PID         -  KE1636
 KE1636  STATE/COUNTY-  MO/PLATTE
 KE1636  USGS QUAD   -  WOLCOTT (1975)
 KE1636
 KE1636                         *CURRENT SURVEY CONTROL
 KE1636  ___________________________________________________________________
 KE1636* NAD 83(1986)-  39 14 12.     (N)    094 48 00.     (W)     SCALED    
 KE1636* NAVD 88     -       234.596  (meters)     769.67   (feet)  ADJUSTED  
 KE1636  ___________________________________________________________________
 KE1636  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE1636  DYNAMIC HT  -         234.445 (meters)     769.17  (feet)  COMP
 KE1636  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 KE1636
 KE1636  VERT ORDER  -  FIRST     CLASS II
 KE1636
 KE1636.The horizontal coordinates were scaled from a topographic map and have
 KE1636.an estimated accuracy of +/- 6 seconds.
 KE1636
 KE1636.The orthometric height was determined by differential leveling
 KE1636.and adjusted by the National Geodetic Survey in June 1991..
 KE1636
 KE1636.The geoid height was determined by GEOID03.
 KE1636
 KE1636.The dynamic height is computed by dividing the NAVD 88
 KE1636.geopotential number by the normal gravity value computed on the
 KE1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1636.degrees latitude (g = 980.6199 gals.).
 KE1636
 KE1636.The modeled gravity was interpolated from observed gravity values.
 KE1636
 KE1636;                    North         East    Units  Estimated Accuracy
 KE1636;SPC MO W     -   340,770.      824,100.      MT  (+/- 180 meters Scaled)
 KE1636
 KE1636                          SUPERSEDED SURVEY CONTROL
 KE1636
 KE1636.No superseded survey control is available for this station.
 KE1636
 KE1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD446445(NAD 83)
 KE1636_MARKER: I = METAL ROD
 KE1636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1636_SP_SET: STAINLESS STEEL ROD
 KE1636_STAMPING: M 345 1989
 KE1636_MARK LOGO: NGS   
 KE1636_PROJECTION: FLUSH
 KE1636_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1636+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 KE1636_ROD/PIPE-DEPTH: 10.8 meters
 KE1636
 KE1636  HISTORY     - Date     Condition        Report By
 KE1636  HISTORY     - 1989     MONUMENTED       NGS
 KE1636  HISTORY     - 20021021 GOOD             SKW
 KE1636  HISTORY     - 20050704 GOOD             GEOCAC
 KE1636
 KE1636                          STATION DESCRIPTION
 KE1636
 KE1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1636'1.6 KM (1.00 MI) NORTHERLY ALONG RIVER ROAD FROM ITS JUNCTION WITH
 KE1636'MAIN STREET IN WALDRON, 19.0 M (62.3 FT) SOUTHWEST OF THE CENTERLINE
 KE1636'OF STATE HIGHWAY 45, 7.1 M (23.3 FT) EAST OF THE CENTER OF THE ROAD,
 KE1636'1.4 M (4.6 FT) NORTH OF A UTILITY POLE, 0.9 M (3.0 FT) BELOW THE
 KE1636'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 KE1636'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1636
 KE1636                          STATION RECOVERY (2002)
 KE1636
 KE1636'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE1636'RECOVERED IN GOOD CONDITION.
 KE1636
 KE1636                          STATION RECOVERY (2005)
 KE1636
 KE1636'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1636'THE WITNESS POST HAS BEEN REMOVED AND THE LID TO THE LOGO CAP IS
 KE1636'MISSING.
 KE1636' 
 KE1636'HANDHELD GPS COORDINATES N39 14 12.5 W94 48 00.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1433 ***********************************************************************
 HD1433  DESIGNATION -  M 346
 HD1433  PID         -  HD1433
 HD1433  STATE/COUNTY-  MO/WRIGHT
 HD1433  USGS QUAD   -  NORWOOD (1985)
 HD1433
 HD1433                         *CURRENT SURVEY CONTROL
 HD1433  ___________________________________________________________________
 HD1433* NAD 83(1986)-  37 06 38.     (N)    092 26 16.     (W)     SCALED    
 HD1433* NAVD 88     -       449.117  (meters)    1473.48   (feet)  ADJUSTED  
 HD1433  ___________________________________________________________________
 HD1433  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 HD1433  DYNAMIC HT  -         448.746 (meters)    1472.26  (feet)  COMP
 HD1433  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 HD1433
 HD1433  VERT ORDER  -  FIRST     CLASS II
 HD1433
 HD1433.The horizontal coordinates were scaled from a topographic map and have
 HD1433.an estimated accuracy of +/- 6 seconds.
 HD1433
 HD1433.The orthometric height was determined by differential leveling
 HD1433.and adjusted by the National Geodetic Survey in June 1991..
 HD1433
 HD1433.The geoid height was determined by GEOID03.
 HD1433
 HD1433.The dynamic height is computed by dividing the NAVD 88
 HD1433.geopotential number by the normal gravity value computed on the
 HD1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1433.degrees latitude (g = 980.6199 gals.).
 HD1433
 HD1433.The modeled gravity was interpolated from observed gravity values.
 HD1433
 HD1433;                    North         East    Units  Estimated Accuracy
 HD1433;SPC MO C     -   141,720.      505,530.      MT  (+/- 180 meters Scaled)
 HD1433
 HD1433                          SUPERSEDED SURVEY CONTROL
 HD1433
 HD1433  NGVD 29 (10/05/93)  448.957  (m)         1472.95   (f) ADJUSTED    1 2
 HD1433
 HD1433.Superseded values are not recommended for survey control.
 HD1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1433.See file dsdata.txt to determine how the superseded data were derived.
 HD1433
 HD1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB499072(NAD 83)
 HD1433_MARKER: DV = VERTICAL CONTROL DISK
 HD1433_SETTING: 66 = SET IN ROCK OUTCROP
 HD1433_SP_SET: IN A DRILL HOLE IN BEDROCK
 HD1433_STAMPING: M 346 1989
 HD1433_MARK LOGO: NGS   
 HD1433_MAGNETIC: N = NO MAGNETIC MATERIAL
 HD1433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HD1433+STABILITY: POSITION/ELEVATION WELL
 HD1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1433+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1433
 HD1433  HISTORY     - Date     Condition        Report By
 HD1433  HISTORY     - 1989     MONUMENTED       NGS
 HD1433
 HD1433                          STATION DESCRIPTION
 HD1433
 HD1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1433'1.8 KM (1.10 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 HD1433'WITH COUNTY ROAD C IN NORWOOD, IN AN EXPOSED AREA OF BEDROCK IN A
 HD1433'HIGHWAY CUT, 32.0 M (105.0 FT) WEST OF THE EAST END OF THE EXPOSED
 HD1433'BEDROCK, 14.7 M (48.2 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 HD1433'LANES OF THE HIGHWAY, 1.9 M (6.2 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 HD1433'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1457 ***********************************************************************
 HD1457  DESIGNATION -  M 347
 HD1457  PID         -  HD1457
 HD1457  STATE/COUNTY-  MO/WEBSTER
 HD1457  USGS QUAD   -  FORDLAND (1982)
 HD1457
 HD1457                         *CURRENT SURVEY CONTROL
 HD1457  ___________________________________________________________________
 HD1457* NAD 83(1986)-  37 09 01.     (N)    092 57 04.     (W)     SCALED    
 HD1457* NAVD 88     -       482.913  (meters)    1584.36   (feet)  ADJUSTED  
 HD1457  ___________________________________________________________________
 HD1457  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 HD1457  DYNAMIC HT  -         482.520 (meters)    1583.07  (feet)  COMP
 HD1457  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 HD1457
 HD1457  VERT ORDER  -  FIRST     CLASS II
 HD1457
 HD1457.The horizontal coordinates were scaled from a topographic map and have
 HD1457.an estimated accuracy of +/- 6 seconds.
 HD1457
 HD1457.The orthometric height was determined by differential leveling
 HD1457.and adjusted by the National Geodetic Survey in June 1991..
 HD1457
 HD1457.The geoid height was determined by GEOID03.
 HD1457
 HD1457.The dynamic height is computed by dividing the NAVD 88
 HD1457.geopotential number by the normal gravity value computed on the
 HD1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD1457.degrees latitude (g = 980.6199 gals.).
 HD1457
 HD1457.The modeled gravity was interpolated from observed gravity values.
 HD1457
 HD1457;                    North         East    Units  Estimated Accuracy
 HD1457;SPC MO C     -   146,220.      459,930.      MT  (+/- 180 meters Scaled)
 HD1457
 HD1457                          SUPERSEDED SURVEY CONTROL
 HD1457
 HD1457  NGVD 29 (10/05/93)  482.754  (m)         1583.84   (f) ADJUSTED    1 2
 HD1457
 HD1457.Superseded values are not recommended for survey control.
 HD1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1457.See file dsdata.txt to determine how the superseded data were derived.
 HD1457
 HD1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB043115(NAD 83)
 HD1457_MARKER: I = METAL ROD
 HD1457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HD1457_SP_SET: STAINLESS STEEL ROD
 HD1457_STAMPING: M 347 1989
 HD1457_MARK LOGO: NGS   
 HD1457_PROJECTION: FLUSH
 HD1457_MAGNETIC: I = MARKER IS A STEEL ROD
 HD1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1457+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HD1457_ROD/PIPE-DEPTH: 4.5  meters
 HD1457
 HD1457  HISTORY     - Date     Condition        Report By
 HD1457  HISTORY     - 1989     MONUMENTED       NGS
 HD1457
 HD1457                          STATION DESCRIPTION
 HD1457
 HD1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HD1457'1.9 KM (1.20 MI) WESTERLY ALONG U.S.HIGHWAY 60 FROM ITS JUNCTION WITH
 HD1457'COUNTY ROAD PP IN FORDLAND, 25.7 M (84.3 FT) NORTHWEST OF THE
 HD1457'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 19.7 M (64.6 FT)
 HD1457'SOUTH OF THE SOUTH CORNER OF THE MISSOURI TRANSPORTATION AND
 HD1457'MAINTENANCE DEPARTMENT, 3.3 M (10.8 FT) NORTHEAST OF A HIGHWAY
 HD1457'RIGHT-OF-WAY POST, 3.1 M (10.2 FT) SOUTHWEST OF A FENCE CORNER, 0.3 M
 HD1457'(1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 HD1457'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF1002 ***********************************************************************
 GF1002  DESIGNATION -  M 348
 GF1002  PID         -  GF1002
 GF1002  STATE/COUNTY-  MO/BARRY
 GF1002  USGS QUAD   -  MONETT (1972)
 GF1002
 GF1002                         *CURRENT SURVEY CONTROL
 GF1002  ___________________________________________________________________
 GF1002* NAD 83(1986)-  36 53 44.     (N)    093 55 21.     (W)     SCALED    
 GF1002* NAVD 88     -       418.918  (meters)    1374.40   (feet)  ADJUSTED  
 GF1002  ___________________________________________________________________
 GF1002  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 GF1002  DYNAMIC HT  -         418.564 (meters)    1373.24  (feet)  COMP
 GF1002  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 GF1002
 GF1002  VERT ORDER  -  FIRST     CLASS II
 GF1002
 GF1002.The horizontal coordinates were scaled from a topographic map and have
 GF1002.an estimated accuracy of +/- 6 seconds.
 GF1002
 GF1002.The orthometric height was determined by differential leveling
 GF1002.and adjusted by the National Geodetic Survey in June 1991..
 GF1002
 GF1002.The geoid height was determined by GEOID03.
 GF1002
 GF1002.The dynamic height is computed by dividing the NAVD 88
 GF1002.geopotential number by the normal gravity value computed on the
 GF1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF1002.degrees latitude (g = 980.6199 gals.).
 GF1002
 GF1002.The modeled gravity was interpolated from observed gravity values.
 GF1002
 GF1002;                    North         East    Units  Estimated Accuracy
 GF1002;SPC MO W     -    81,040.      901,470.      MT  (+/- 180 meters Scaled)
 GF1002
 GF1002                          SUPERSEDED SURVEY CONTROL
 GF1002
 GF1002  NGVD 29 (10/05/93)  418.753  (m)         1373.86   (f) ADJUSTED    1 2
 GF1002
 GF1002.Superseded values are not recommended for survey control.
 GF1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1002.See file dsdata.txt to determine how the superseded data were derived.
 GF1002
 GF1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA178836(NAD 83)
 GF1002_MARKER: I = METAL ROD
 GF1002_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GF1002_SP_SET: STAINLESS STEEL ROD
 GF1002_STAMPING: M 348 1989
 GF1002_MARK LOGO: NGS   
 GF1002_PROJECTION: FLUSH
 GF1002_MAGNETIC: I = MARKER IS A STEEL ROD
 GF1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF1002+STABILITY: POSITION/ELEVATION WELL
 GF1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF1002+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2002
 GF1002_ROD/PIPE-DEPTH: 5.8  meters
 GF1002
 GF1002  HISTORY     - Date     Condition        Report By
 GF1002  HISTORY     - 1989     MONUMENTED       NGS
 GF1002  HISTORY     - 20021213 GOOD             GEOCAC
 GF1002
 GF1002                          STATION DESCRIPTION
 GF1002
 GF1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF1002'2.2 KM (1.35 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 GF1002'WITH U.S. HIGHWAY 60 IN MONETT, 23.0 M (75.5 FT) EAST OF THE
 GF1002'CENTERLINE OF THE HIGHWAY, 11.2 M (36.7 FT) SOUTH OF A SECURITY FENCE
 GF1002'CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 GF1002'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM POINT IS
 GF1002'HAD THROUGH A 5-INCH LOGO CAP.
 GF1002
 GF1002                          STATION RECOVERY (2002)
 GF1002
 GF1002'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0986 ***********************************************************************
 GF0986  DESIGNATION -  M 349
 GF0986  PID         -  GF0986
 GF0986  STATE/COUNTY-  MO/BARRY
 GF0986  USGS QUAD   -  EXETER (1974)
 GF0986
 GF0986                         *CURRENT SURVEY CONTROL
 GF0986  ___________________________________________________________________
 GF0986* NAD 83(1986)-  36 40 18.     (N)    093 55 10.     (W)     SCALED    
 GF0986* NAVD 88     -       454.856  (meters)    1492.31   (feet)  ADJUSTED  
 GF0986  ___________________________________________________________________
 GF0986  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GF0986  DYNAMIC HT  -         454.462 (meters)    1491.01  (feet)  COMP
 GF0986  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 GF0986
 GF0986  VERT ORDER  -  FIRST     CLASS II
 GF0986
 GF0986.The horizontal coordinates were scaled from a topographic map and have
 GF0986.an estimated accuracy of +/- 6 seconds.
 GF0986
 GF0986.The orthometric height was determined by differential leveling
 GF0986.and adjusted by the National Geodetic Survey in June 1991..
 GF0986
 GF0986.The geoid height was determined by GEOID03.
 GF0986
 GF0986.The dynamic height is computed by dividing the NAVD 88
 GF0986.geopotential number by the normal gravity value computed on the
 GF0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0986.degrees latitude (g = 980.6199 gals.).
 GF0986
 GF0986.The modeled gravity was interpolated from observed gravity values.
 GF0986
 GF0986;                    North         East    Units  Estimated Accuracy
 GF0986;SPC MO W     -    56,190.      901,900.      MT  (+/- 180 meters Scaled)
 GF0986
 GF0986                          SUPERSEDED SURVEY CONTROL
 GF0986
 GF0986  NGVD 29 (10/05/93)  454.692  (m)         1491.77   (f) ADJUSTED    1 2
 GF0986
 GF0986.Superseded values are not recommended for survey control.
 GF0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0986.See file dsdata.txt to determine how the superseded data were derived.
 GF0986
 GF0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA178588(NAD 83)
 GF0986_MARKER: I = METAL ROD
 GF0986_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GF0986_SP_SET: STAINLESS STEEL ROD
 GF0986_STAMPING: M 349 1989
 GF0986_MARK LOGO: NGS   
 GF0986_PROJECTION: FLUSH
 GF0986_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0986+STABILITY: POSITION/ELEVATION WELL
 GF0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0986+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2002
 GF0986_ROD/PIPE-DEPTH: 6.1  meters
 GF0986
 GF0986  HISTORY     - Date     Condition        Report By
 GF0986  HISTORY     - 1989     MONUMENTED       NGS
 GF0986  HISTORY     - 20021106 GOOD             GEOCAC
 GF0986
 GF0986                          STATION DESCRIPTION
 GF0986
 GF0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GF0986'3.0 KM (1.85 MI) WESTERLY ALONG STATE HIGHWAYS 76 AND 86 FROM ITS
 GF0986'JUNCTION WITH STATE HIGHWAY 37 IN CASSVILLE, 62.2 M (204.1 FT) WEST
 GF0986'OF THE CENTER OF CONCORD LANE, 8.8 M (28.9 FT) NORTH OF THE
 GF0986'CENTERLINE OF THE HIGHWAY, 7.9 M (25.9 FT) EAST OF A T-FENCE CORNER,
 GF0986'4.6 M (15.1 FT) WEST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A
 GF0986'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 GF0986'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GF0986'CAP.
 GF0986
 GF0986                          STATION RECOVERY (2002)
 GF0986
 GF0986'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2805 ***********************************************************************
 JD2805  DESIGNATION -  M 35 RESET
 JD2805  PID         -  JD2805
 JD2805  STATE/COUNTY-  MO/BENTON
 JD2805  USGS QUAD   -  WARSAW EAST (1982)
 JD2805
 JD2805                         *CURRENT SURVEY CONTROL
 JD2805  ___________________________________________________________________
 JD2805* NAD 83(1986)-  38 14 17.     (N)    093 21 33.     (W)     SCALED    
 JD2805* NAVD 88     -       212.69   (meters)     697.8    (feet)  RESET     
 JD2805  ___________________________________________________________________
 JD2805  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JD2805
 JD2805  VERT ORDER  -  THIRD
 JD2805
 JD2805.The horizontal coordinates were scaled from a topographic map and have
 JD2805.an estimated accuracy of +/- 6 seconds.
 JD2805
 JD2805.The orthometric height was computed from unverified reset data.
 JD2805.No vertical observational check was made to the station.
 JD2805
 JD2805.The geoid height was determined by GEOID03.
 JD2805
 JD2805;                    North         East    Units  Estimated Accuracy
 JD2805;SPC MO C     -   267,200.      424,790.      MT  (+/- 180 meters Scaled)
 JD2805
 JD2805                          SUPERSEDED SURVEY CONTROL
 JD2805
 JD2805  NGVD 29 (02/22/06)  212.57   (m)          697.4    (f) RESET       3  
 JD2805
 JD2805.Superseded values are not recommended for survey control.
 JD2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2805.See file dsdata.txt to determine how the superseded data were derived.
 JD2805
 JD2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC685322(NAD 83)
 JD2805_MARKER: DB = BENCH MARK DISK
 JD2805_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JD2805_SP_SET: BRIDGE ABUTMENT
 JD2805_STAMPING: M 35 RESET 1977
 JD2805_MARK LOGO: NGS   
 JD2805_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JD2805
 JD2805  HISTORY     - Date     Condition        Report By
 JD2805  HISTORY     - 1977     MONUMENTED       NGS
 JD2805
 JD2805                          STATION DESCRIPTION
 JD2805
 JD2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 JD2805'1.7 MILES SOUTH OF WARSAW ON U.S. HIGHWAY 65, IN THE TOP OF THE
 JD2805'NORTHEAST WING OF ABUTMENT OF BRIDGE A-3021, OVER THE OSAGE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1133 ***********************************************************************
 GE1133  DESIGNATION -  M 350
 GE1133  PID         -  GE1133
 GE1133  STATE/COUNTY-  MO/HOWELL
 GE1133  USGS QUAD   -  POMONA (1986)
 GE1133
 GE1133                         *CURRENT SURVEY CONTROL
 GE1133  ___________________________________________________________________
 GE1133* NAD 83(1986)-  36 50 41.     (N)    091 55 08.     (W)     SCALED    
 GE1133* NAVD 88     -       373.990  (meters)    1227.00   (feet)  ADJUSTED  
 GE1133  ___________________________________________________________________
 GE1133  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 GE1133  DYNAMIC HT  -         373.673 (meters)    1225.96  (feet)  COMP
 GE1133  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 GE1133
 GE1133  VERT ORDER  -  FIRST     CLASS II
 GE1133
 GE1133.The horizontal coordinates were scaled from a topographic map and have
 GE1133.an estimated accuracy of +/- 6 seconds.
 GE1133
 GE1133.The orthometric height was determined by differential leveling
 GE1133.and adjusted by the National Geodetic Survey in June 1991..
 GE1133
 GE1133.The geoid height was determined by GEOID03.
 GE1133
 GE1133.The dynamic height is computed by dividing the NAVD 88
 GE1133.geopotential number by the normal gravity value computed on the
 GE1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1133.degrees latitude (g = 980.6199 gals.).
 GE1133
 GE1133.The modeled gravity was interpolated from observed gravity values.
 GE1133
 GE1133;                    North         East    Units  Estimated Accuracy
 GE1133;SPC MO C     -   112,380.      551,830.      MT  (+/- 180 meters Scaled)
 GE1133
 GE1133                          SUPERSEDED SURVEY CONTROL
 GE1133
 GE1133  NGVD 29 (10/05/93)  373.830  (m)         1226.47   (f) ADJUSTED    1 2
 GE1133
 GE1133.Superseded values are not recommended for survey control.
 GE1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1133.See file dsdata.txt to determine how the superseded data were derived.
 GE1133
 GE1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA963781(NAD 83)
 GE1133_MARKER: I = METAL ROD
 GE1133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1133_SP_SET: STAINLESS STEEL ROD
 GE1133_STAMPING: M 350 1990
 GE1133_MARK LOGO: NGS   
 GE1133_PROJECTION: PROJECTING 5 CENTIMETERS
 GE1133_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1133+STABILITY: POSITION/ELEVATION WELL
 GE1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1133+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GE1133_ROD/PIPE-DEPTH: 6.3  meters
 GE1133
 GE1133  HISTORY     - Date     Condition        Report By
 GE1133  HISTORY     - 1990     MONUMENTED       NGS
 GE1133
 GE1133                          STATION DESCRIPTION
 GE1133
 GE1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1133'2.4 KM (1.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 GE1133'STATE HIGHWAYS N AND P IN POMONA, 97.3 M (319.2 FT) SOUTH OF THE
 GE1133'CENTER OF A DRIVEWAY LEADING TO THE HOWELL MEMORIAL CEMETERY, 51.4 M
 GE1133'(168.6 FT) NORTH OF A T-FENCE CORNER, 24.0 M (78.7 FT) NORTHEAST OF
 GE1133'AND LEVEL WITH THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) SOUTH OF A
 GE1133'FENCE CORNER, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 GE1133'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1157 ***********************************************************************
 GE1157  DESIGNATION -  M 351
 GE1157  PID         -  GE1157
 GE1157  STATE/COUNTY-  MO/OREGON
 GE1157  USGS QUAD   -  THAYER (1986)
 GE1157
 GE1157                         *CURRENT SURVEY CONTROL
 GE1157  ___________________________________________________________________
 GE1157* NAD 83(1986)-  36 34 50.     (N)    091 35 58.     (W)     SCALED    
 GE1157* NAVD 88     -       270.555  (meters)     887.65   (feet)  ADJUSTED  
 GE1157  ___________________________________________________________________
 GE1157  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 GE1157  DYNAMIC HT  -         270.331 (meters)     886.91  (feet)  COMP
 GE1157  MODELED GRAV-     979,796.0   (mgal)                       NAVD 88
 GE1157
 GE1157  VERT ORDER  -  FIRST     CLASS II
 GE1157
 GE1157.The horizontal coordinates were scaled from a topographic map and have
 GE1157.an estimated accuracy of +/- 6 seconds.
 GE1157
 GE1157.The orthometric height was determined by differential leveling
 GE1157.and adjusted by the National Geodetic Survey in June 1991..
 GE1157
 GE1157.The geoid height was determined by GEOID03.
 GE1157
 GE1157.The dynamic height is computed by dividing the NAVD 88
 GE1157.geopotential number by the normal gravity value computed on the
 GE1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1157.degrees latitude (g = 980.6199 gals.).
 GE1157
 GE1157.The modeled gravity was interpolated from observed gravity values.
 GE1157
 GE1157;                    North         East    Units  Estimated Accuracy
 GE1157;SPC MO E     -    83,470.      151,610.      MT  (+/- 180 meters Scaled)
 GE1157
 GE1157                          SUPERSEDED SURVEY CONTROL
 GE1157
 GE1157  NGVD 29 (10/05/93)  270.418  (m)          887.20   (f) ADJUSTED    1 2
 GE1157
 GE1157.Superseded values are not recommended for survey control.
 GE1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1157.See file dsdata.txt to determine how the superseded data were derived.
 GE1157
 GE1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA253492(NAD 83)
 GE1157_MARKER: I = METAL ROD
 GE1157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1157_SP_SET: STAINLESS STEEL ROD
 GE1157_STAMPING: M 351 1990
 GE1157_MARK LOGO: NGS   
 GE1157_PROJECTION: FLUSH
 GE1157_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1157+STABILITY: POSITION/ELEVATION WELL
 GE1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1157+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2006
 GE1157_ROD/PIPE-DEPTH: 6.0  meters
 GE1157
 GE1157  HISTORY     - Date     Condition        Report By
 GE1157  HISTORY     - 1990     MONUMENTED       NGS
 GE1157  HISTORY     - 20060206 GOOD             MODNR
 GE1157
 GE1157                          STATION DESCRIPTION
 GE1157
 GE1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1157'9.1 KM (5.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 63 FROM THE
 GE1157'JUNCTION OF STATE HIGHWAY 142 EAST IN THAYER, 0.6 KM (0.4 MI) SOUTH
 GE1157'OF THE INTERSECTION OF COUNTY ROAD 364, 27.4 M (89.9 FT) SOUTHWEST OF
 GE1157'THE HIGHWAY CENTERLINE, 19.7 M (64.6 FT) NORTHWEST OF A UTILITY POLE
 GE1157'WITH 2 GUY WIRES AND LINES CROSSING THE HIGHWAY, 13.7 M (44.9 FT)
 GE1157'WEST-NORTHWEST OF THE CENTER OF A DRIVEWAY, 1.0 M (3.3 FT) ABOVE THE
 GE1157'LEVEL OF THE HIGHWAY, AND 0.4 NORTH-NORTHEAST OF A WITNESS POST AND
 GE1157'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GE1157
 GE1157                          STATION RECOVERY (2006)
 GE1157
 GE1157'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE1157'THE AUTONOMOUS HAD HELD POSITIONS IS LAT 36 34 50.4 LONG 91 35 57.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0925 ***********************************************************************
 JC0925  DESIGNATION -  M 36
 JC0925  PID         -  JC0925
 JC0925  STATE/COUNTY-  MO/MARIES
 JC0925  USGS QUAD   -  VIENNA (1981)
 JC0925
 JC0925                         *CURRENT SURVEY CONTROL
 JC0925  ___________________________________________________________________
 JC0925* NAD 83(1986)-  38 12 40.     (N)    091 56 33.     (W)     SCALED    
 JC0925* NAVD 88     -       258.571  (meters)     848.33   (feet)  ADJUSTED  
 JC0925  ___________________________________________________________________
 JC0925  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JC0925  DYNAMIC HT  -         258.390 (meters)     847.73  (feet)  COMP
 JC0925  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 JC0925
 JC0925  VERT ORDER  -  FIRST     CLASS II
 JC0925
 JC0925.The horizontal coordinates were scaled from a topographic map and have
 JC0925.an estimated accuracy of +/- 6 seconds.
 JC0925
 JC0925.The orthometric height was determined by differential leveling
 JC0925.and adjusted by the National Geodetic Survey in June 1991..
 JC0925
 JC0925.The geoid height was determined by GEOID03.
 JC0925
 JC0925.The dynamic height is computed by dividing the NAVD 88
 JC0925.geopotential number by the normal gravity value computed on the
 JC0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0925.degrees latitude (g = 980.6199 gals.).
 JC0925
 JC0925.The modeled gravity was interpolated from observed gravity values.
 JC0925
 JC0925;                    North         East    Units  Estimated Accuracy
 JC0925;SPC MO C     -   264,010.      548,820.      MT  (+/- 180 meters Scaled)
 JC0925
 JC0925                          SUPERSEDED SURVEY CONTROL
 JC0925
 JC0925  NGVD 29 (??/??/92)  258.547  (m)          848.25   (f) ADJ UNCH    1 2
 JC0925
 JC0925.Superseded values are not recommended for survey control.
 JC0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0925.See file dsdata.txt to determine how the superseded data were derived.
 JC0925
 JC0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC925297(NAD 83)
 JC0925_MARKER: DB = BENCH MARK DISK
 JC0925_SETTING: 66 = SET IN ROCK OUTCROP
 JC0925_SP_SET: IN A DRILL HOLE IN BEDROCK
 JC0925_STAMPING: M 36 1934
 JC0925_MARK LOGO: CGS   
 JC0925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0925+STABILITY: POSITION/ELEVATION WELL
 JC0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0925+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JC0925
 JC0925  HISTORY     - Date     Condition        Report By
 JC0925  HISTORY     - 1934     MONUMENTED       CGS
 JC0925  HISTORY     - 1950     GOOD             NGS
 JC0925  HISTORY     - 19890718 GOOD             NGS
 JC0925  HISTORY     - 20050317 GOOD             MODNR
 JC0925
 JC0925                          STATION DESCRIPTION
 JC0925
 JC0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JC0925'1.8 MI N FROM VIENNA.
 JC0925'1.8 MILES NORTH ALONG U.S. HIGHWAY 63 FROM THE PUBLIC SCHOOL AT
 JC0925'VIENNA, MARIES COUNTY, 500 FEET SOUTHEAST OF THE RESIDENCE OF
 JC0925'T.J. HOPKINS, 26.3 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JC0925'IN THE FACE OF A ROCK LEDGE, AND 3.2 FEET ABOVE THE HIGHWAY.  A
 JC0925'STANDARD DISK, STAMPED M 36 1934 AND SET VERTICALLY.
 JC0925
 JC0925                          STATION RECOVERY (1989)
 JC0925
 JC0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JC0925'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.9 KM (1.8
 JC0925'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE
 JC0925'HIGHWAY 42 IN VIENNA.  ADD--36.6 M (120.1 FT) NORTH OF THE SOUTH END
 JC0925'OF A HIGHWAY CUT.
 JC0925
 JC0925                          STATION RECOVERY (2005)
 JC0925
 JC0925'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW)
 JC0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0578 ***********************************************************************
 GF0578  DESIGNATION -  M 4
 GF0578  PID         -  GF0578
 GF0578  STATE/COUNTY-  MO/LAWRENCE
 GF0578  USGS QUAD   -  AURORA (1974)
 GF0578
 GF0578                         *CURRENT SURVEY CONTROL
 GF0578  ___________________________________________________________________
 GF0578* NAD 83(1986)-  36 58 29.     (N)    093 43 46.     (W)     SCALED    
 GF0578* NAVD 88     -       417.135  (meters)    1368.55   (feet)  ADJUSTED  
 GF0578  ___________________________________________________________________
 GF0578  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GF0578  DYNAMIC HT  -         416.783 (meters)    1367.40  (feet)  COMP
 GF0578  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 GF0578
 GF0578  VERT ORDER  -  FIRST     CLASS II
 GF0578
 GF0578.The horizontal coordinates were scaled from a topographic map and have
 GF0578.an estimated accuracy of +/- 6 seconds.
 GF0578
 GF0578.The orthometric height was determined by differential leveling
 GF0578.and adjusted by the National Geodetic Survey in June 1991..
 GF0578
 GF0578.The geoid height was determined by GEOID03.
 GF0578
 GF0578.The dynamic height is computed by dividing the NAVD 88
 GF0578.geopotential number by the normal gravity value computed on the
 GF0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0578.degrees latitude (g = 980.6199 gals.).
 GF0578
 GF0578.The modeled gravity was interpolated from observed gravity values.
 GF0578
 GF0578;                    North         East    Units  Estimated Accuracy
 GF0578;SPC MO W     -    89,940.      918,610.      MT  (+/- 180 meters Scaled)
 GF0578
 GF0578                          SUPERSEDED SURVEY CONTROL
 GF0578
 GF0578  NGVD 29 (??/??/92)  416.963  (m)         1367.99   (f) ADJ UNCH    1 2
 GF0578
 GF0578.Superseded values are not recommended for survey control.
 GF0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0578.See file dsdata.txt to determine how the superseded data were derived.
 GF0578
 GF0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA350923(NAD 83)
 GF0578_MARKER: DB = BENCH MARK DISK
 GF0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0578_SP_SET: STEP
 GF0578_STAMPING: M 4 1928 1367.986
 GF0578_MARK LOGO: CGS   
 GF0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0578+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1989
 GF0578
 GF0578  HISTORY     - Date     Condition        Report By
 GF0578  HISTORY     - 1928     MONUMENTED       CGS
 GF0578  HISTORY     - 1934     GOOD             NGS
 GF0578  HISTORY     - 19891023 GOOD             NGS
 GF0578
 GF0578                          STATION DESCRIPTION
 GF0578
 GF0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GF0578'AT AURORA.
 GF0578'AT AURORA, LAWRENCE COUNTY, ON THE WEST SIDE OF TOWN, AT THE
 GF0578'HIGH SCHOOL BUILDING, 4 FEET EAST OF THE CENTERLINE OF THE
 GF0578'NORTH ENTRANCE, AND ON THE TOP STEP.  A STANDARD DISK, STAMPED
 GF0578'1367.986 M 4 1928.
 GF0578
 GF0578                          STATION RECOVERY (1989)
 GF0578
 GF0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0578'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN AURORA,
 GF0578'AT THE WEST END OF LOCUST STREET, IN THE EAST END OF THE TOP STEP AT
 GF0578'THE NORTH END OF THE INSIDE ENTRANCE TO THE OLD AURORA HIGH SCHOOL,
 GF0578'20.8 M (68.2 FT) WEST OF THE CENTER 1 OF 3 EAST ENTRANCES TO THE
 GF0578'BUILDING, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF AN EAST-WEST HALLWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0041 ***********************************************************************
 GG0041  DESIGNATION -  M 47
 GG0041  PID         -  GG0041
 GG0041  STATE/COUNTY-  MO/NEWTON
 GG0041  USGS QUAD   -  GRANBY (1972)
 GG0041
 GG0041                         *CURRENT SURVEY CONTROL
 GG0041  ___________________________________________________________________
 GG0041* NAD 83(1986)-  36 52 58.     (N)    094 22 25.     (W)     SCALED    
 GG0041* NAVD 88     -       304.366  (meters)     998.57   (feet)  ADJUSTED  
 GG0041  ___________________________________________________________________
 GG0041  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GG0041  DYNAMIC HT  -         304.116 (meters)     997.75  (feet)  COMP
 GG0041  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 GG0041
 GG0041  VERT ORDER  -  SECOND    CLASS 0
 GG0041
 GG0041.The horizontal coordinates were scaled from a topographic map and have
 GG0041.an estimated accuracy of +/- 6 seconds.
 GG0041
 GG0041.The orthometric height was determined by differential leveling
 GG0041.and adjusted by the National Geodetic Survey in June 1991..
 GG0041
 GG0041.The geoid height was determined by GEOID03.
 GG0041
 GG0041.The dynamic height is computed by dividing the NAVD 88
 GG0041.geopotential number by the normal gravity value computed on the
 GG0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0041.degrees latitude (g = 980.6199 gals.).
 GG0041
 GG0041.The modeled gravity was interpolated from observed gravity values.
 GG0041
 GG0041;                    North         East    Units  Estimated Accuracy
 GG0041;SPC MO W     -    79,470.      861,270.      MT  (+/- 180 meters Scaled)
 GG0041
 GG0041                          SUPERSEDED SURVEY CONTROL
 GG0041
 GG0041  NGVD 29 (??/??/92)  304.246  (m)          998.18   (f) ADJ UNCH    2 0
 GG0041
 GG0041.Superseded values are not recommended for survey control.
 GG0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0041.See file dsdata.txt to determine how the superseded data were derived.
 GG0041
 GG0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA775827(NAD 83)
 GG0041_MARKER: P = PIPE CAP
 GG0041_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GG0041_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GG0041_STAMPING: M 47 1934
 GG0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0041
 GG0041  HISTORY     - Date     Condition        Report By
 GG0041  HISTORY     - 1934     MONUMENTED       USGS
 GG0041  HISTORY     - 1935     GOOD             NGS
 GG0041  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0041
 GG0041                          STATION DESCRIPTION
 GG0041
 GG0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GG0041'AT NEOSHO.
 GG0041'AT NEOSHO, NEWTON COUNTY, ON THE KANSAS CITY SOUTHERN RAILWAY,
 GG0041'EAST OF THE NEOSHO MILLING CO. PROPERTY, IN A NURSERY GARDEN,
 GG0041'IN LINE WITH A ROW OF TELEPHONE POLES AT THE CROSSING OF A ROW OF
 GG0041'POWER POLES, AND 15 FEET SOUTHWEST OF THE TRACK.  A UNITED STATES
 GG0041'GEOLOGICAL SURVEY STANDARD CAP, STAMPED M 47 1934 AND RIVETED
 GG0041'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GG0041
 GG0041                          STATION RECOVERY (1987)
 GG0041
 GG0041'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0481 ***********************************************************************
 HC0481  DESIGNATION -  M 49
 HC0481  PID         -  HC0481
 HC0481  STATE/COUNTY-  MO/CRAWFORD
 HC0481  USGS QUAD   -  COOK STATION (1978)
 HC0481
 HC0481                         *CURRENT SURVEY CONTROL
 HC0481  ___________________________________________________________________
 HC0481* NAD 83(1986)-  37 50 42.     (N)    091 26 00.     (W)     SCALED    
 HC0481* NAVD 88     -       271.342  (meters)     890.23   (feet)  ADJUSTED  
 HC0481  ___________________________________________________________________
 HC0481  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HC0481  DYNAMIC HT  -         271.137 (meters)     889.56  (feet)  COMP
 HC0481  MODELED GRAV-     979,869.6   (mgal)                       NAVD 88
 HC0481
 HC0481  VERT ORDER  -  SECOND    CLASS 0
 HC0481
 HC0481.The horizontal coordinates were scaled from a topographic map and have
 HC0481.an estimated accuracy of +/- 6 seconds.
 HC0481
 HC0481.The orthometric height was determined by differential leveling
 HC0481.and adjusted by the National Geodetic Survey in June 1991..
 HC0481
 HC0481.The geoid height was determined by GEOID03.
 HC0481
 HC0481.The dynamic height is computed by dividing the NAVD 88
 HC0481.geopotential number by the normal gravity value computed on the
 HC0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0481.degrees latitude (g = 980.6199 gals.).
 HC0481
 HC0481.The modeled gravity was interpolated from observed gravity values.
 HC0481
 HC0481;                    North         East    Units  Estimated Accuracy
 HC0481;SPC MO E     -   223,640.      167,860.      MT  (+/- 180 meters Scaled)
 HC0481
 HC0481                          SUPERSEDED SURVEY CONTROL
 HC0481
 HC0481  NGVD 29 (??/??/92)  271.295  (m)          890.07   (f) ADJ UNCH    2 0
 HC0481
 HC0481.Superseded values are not recommended for survey control.
 HC0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0481.See file dsdata.txt to determine how the superseded data were derived.
 HC0481
 HC0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB378897(NAD 83)
 HC0481_MARKER: DB = BENCH MARK DISK
 HC0481_SETTING: 66 = SET IN ROCK OUTCROP
 HC0481_SP_SET: ROCK LEDGE
 HC0481_STAMPING: M 49 1934
 HC0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HC0481+STABILITY: POSITION/ELEVATION WELL
 HC0481
 HC0481  HISTORY     - Date     Condition        Report By
 HC0481  HISTORY     - 1934     MONUMENTED       CGS
 HC0481
 HC0481                          STATION DESCRIPTION
 HC0481
 HC0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0481'1.1 MI S FROM WESCO.
 HC0481'1.1 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HC0481'THE STATION AT WESCO, CRAWFORD COUNTY, 326 FEET NORTHWEST OF THE
 HC0481'FIFTEENTH POLE SOUTH OF MILEPOST 108, 240 FEET NORTHWEST OF THE
 HC0481'NORTHWEST END OF TRESTLE 108.7, 510 FEET NORTHWEST OF THE CENTER OF
 HC0481'A ROAD CROSSING, 21 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 HC0481'IN THE TOP OF A STONE LEDGE, AND 3.5 FEET HIGHER THAN THE TOP OF THE
 HC0481'RAIL.  A STANDARD DISK, STAMPED M 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2145 ***********************************************************************
 JD2145  DESIGNATION -  M 5 B 1
 JD2145  PID         -  JD2145
 JD2145  STATE/COUNTY-  MO/JOHNSON
 JD2145  USGS QUAD   -  CORNELIA (1955)
 JD2145
 JD2145                         *CURRENT SURVEY CONTROL
 JD2145  ___________________________________________________________________
 JD2145* NAD 83(1986)-  38 42 13.     (N)    093 43 08.     (W)     SCALED    
 JD2145* NAVD 88     -       267.761  (meters)     878.48   (feet)  ADJUSTED  
 JD2145  ___________________________________________________________________
 JD2145  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2145  DYNAMIC HT  -         267.577 (meters)     877.88  (feet)  COMP
 JD2145  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 JD2145
 JD2145  VERT ORDER  -  SECOND    CLASS 0
 JD2145
 JD2145.The horizontal coordinates were scaled from a topographic map and have
 JD2145.an estimated accuracy of +/- 6 seconds.
 JD2145
 JD2145.The orthometric height was determined by differential leveling
 JD2145.and adjusted by the National Geodetic Survey in June 1991..
 JD2145
 JD2145.The geoid height was determined by GEOID03.
 JD2145
 JD2145.The dynamic height is computed by dividing the NAVD 88
 JD2145.geopotential number by the normal gravity value computed on the
 JD2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2145.degrees latitude (g = 980.6199 gals.).
 JD2145
 JD2145.The modeled gravity was interpolated from observed gravity values.
 JD2145
 JD2145;                    North         East    Units  Estimated Accuracy
 JD2145;SPC MO W     -   281,840.      917,940.      MT  (+/- 180 meters Scaled)
 JD2145
 JD2145                          SUPERSEDED SURVEY CONTROL
 JD2145
 JD2145  NGVD 29 (??/??/92)  267.66   (m)          878.1    (f) COMPUTED    2 0
 JD2145
 JD2145.Superseded values are not recommended for survey control.
 JD2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2145.See file dsdata.txt to determine how the superseded data were derived.
 JD2145
 JD2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC374841(NAD 83)
 JD2145_MARKER: Z = SEE DESCRIPTION
 JD2145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2145_SP_SET: TRIBRACH
 JD2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2145
 JD2145  HISTORY     - Date     Condition        Report By
 JD2145  HISTORY     - UNK      MONUMENTED       DOD
 JD2145  HISTORY     - 1963     GOOD             NGS
 JD2145
 JD2145                          STATION DESCRIPTION
 JD2145
 JD2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2145'5.3 MI SE FROM WARRENSBURG.
 JD2145'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2145'AT WARRENSBURG, THENCE 0.8 MILE EAST ALONG STATE ROAD Y, THENCE
 JD2145'0.2 MILES OR 342 YARDS NORTH ACROSS A CULTIVATED FIELD, IN S 7,
 JD2145'R 25 W, T 45 N, ABOUT 0.1 MILE SOUTHEAST OF A BARN WITH METAL
 JD2145'SIDING, ON THE TOP OF A NARROW RIDGE IN THE CULTIVATED FIELD,
 JD2145'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  A USAF
 JD2145'MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2146 ***********************************************************************
 JD2146  DESIGNATION -  M 5 B 2
 JD2146  PID         -  JD2146
 JD2146  STATE/COUNTY-  MO/JOHNSON
 JD2146  USGS QUAD   -  CORNELIA (1955)
 JD2146
 JD2146                         *CURRENT SURVEY CONTROL
 JD2146  ___________________________________________________________________
 JD2146* NAD 83(1986)-  38 42 16.     (N)    093 42 55.     (W)     SCALED    
 JD2146* NAVD 88     -       271.800  (meters)     891.73   (feet)  ADJUSTED  
 JD2146  ___________________________________________________________________
 JD2146  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2146  DYNAMIC HT  -         271.614 (meters)     891.12  (feet)  COMP
 JD2146  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 JD2146
 JD2146  VERT ORDER  -  SECOND    CLASS 0
 JD2146
 JD2146.The horizontal coordinates were scaled from a topographic map and have
 JD2146.an estimated accuracy of +/- 6 seconds.
 JD2146
 JD2146.The orthometric height was determined by differential leveling
 JD2146.and adjusted by the National Geodetic Survey in June 1991..
 JD2146
 JD2146.The geoid height was determined by GEOID03.
 JD2146
 JD2146.The dynamic height is computed by dividing the NAVD 88
 JD2146.geopotential number by the normal gravity value computed on the
 JD2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2146.degrees latitude (g = 980.6199 gals.).
 JD2146
 JD2146.The modeled gravity was interpolated from observed gravity values.
 JD2146
 JD2146;                    North         East    Units  Estimated Accuracy
 JD2146;SPC MO W     -   281,930.      918,260.      MT  (+/- 180 meters Scaled)
 JD2146
 JD2146                          SUPERSEDED SURVEY CONTROL
 JD2146
 JD2146  NGVD 29 (??/??/92)  271.70   (m)          891.4    (f) COMPUTED    2 0
 JD2146
 JD2146.Superseded values are not recommended for survey control.
 JD2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2146.See file dsdata.txt to determine how the superseded data were derived.
 JD2146
 JD2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC378842(NAD 83)
 JD2146_MARKER: Z = SEE DESCRIPTION
 JD2146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2146_SP_SET: TRIBRACH
 JD2146_STAMPING: M 5 B 2
 JD2146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2146
 JD2146  HISTORY     - Date     Condition        Report By
 JD2146  HISTORY     - UNK      MONUMENTED       DOD
 JD2146  HISTORY     - 1963     GOOD             NGS
 JD2146
 JD2146                          STATION DESCRIPTION
 JD2146
 JD2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2146'5.6 MI SE FROM WARRENSBURG.
 JD2146'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2146'AT WARRENSBURG, THENCE 0.9 MILE EAST ALONG STATE ROAD Y, THENCE
 JD2146'0.3 MILE NORTHEAST ALONG A GRAVELED ROAD, IN S 7, R 25 W, T 45 N,
 JD2146'ABOUT 90 YARDS WEST OF THE ROAD, ON THE TOP OF A RIDGE IN A
 JD2146'CULTIVATED FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 JD2146'TRIBRACH.  A USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH
 JD2146'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0658 ***********************************************************************
 HD0658  DESIGNATION -  M 5 RESET
 HD0658  PID         -  HD0658
 HD0658  STATE/COUNTY-  MO/GREENE
 HD0658  USGS QUAD   -  SPRINGFIELD (1975)
 HD0658
 HD0658                         *CURRENT SURVEY CONTROL
 HD0658  ___________________________________________________________________
 HD0658* NAD 83(1986)-  37 13 06.     (N)    093 21 45.     (W)     SCALED    
 HD0658* NAVD 88     -       386.132  (meters)    1266.83   (feet)  ADJUSTED  
 HD0658  ___________________________________________________________________
 HD0658  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 HD0658  DYNAMIC HT  -         385.821 (meters)    1265.81  (feet)  COMP
 HD0658  MODELED GRAV-     979,813.1   (mgal)                       NAVD 88
 HD0658
 HD0658  VERT ORDER  -  SECOND    CLASS 0
 HD0658
 HD0658.The horizontal coordinates were scaled from a topographic map and have
 HD0658.an estimated accuracy of +/- 6 seconds.
 HD0658
 HD0658.The orthometric height was determined by differential leveling
 HD0658.and adjusted by the National Geodetic Survey in June 1991..
 HD0658
 HD0658.The geoid height was determined by GEOID03.
 HD0658
 HD0658.The dynamic height is computed by dividing the NAVD 88
 HD0658.geopotential number by the normal gravity value computed on the
 HD0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0658.degrees latitude (g = 980.6199 gals.).
 HD0658
 HD0658.The modeled gravity was interpolated from observed gravity values.
 HD0658
 HD0658;                    North         East    Units  Estimated Accuracy
 HD0658;SPC MO C     -   154,030.      423,450.      MT  (+/- 180 meters Scaled)
 HD0658
 HD0658                          SUPERSEDED SURVEY CONTROL
 HD0658
 HD0658  NGVD 29 (??/??/92)  386.002  (m)         1266.41   (f) ADJ UNCH    2 0
 HD0658
 HD0658.Superseded values are not recommended for survey control.
 HD0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0658.See file dsdata.txt to determine how the superseded data were derived.
 HD0658
 HD0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB678191(NAD 83)
 HD0658_MARKER: DB = BENCH MARK DISK
 HD0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0658_STAMPING: M 5 RESET 1945
 HD0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0658+STABILITY: SURFACE MOTION
 HD0658
 HD0658  HISTORY     - Date     Condition        Report By
 HD0658  HISTORY     - 1945     MONUMENTED       SLSFRR
 HD0658  HISTORY     - 1957     GOOD             NGS
 HD0658  HISTORY     - 19891010 MARK NOT FOUND   NGS
 HD0658  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 HD0658
 HD0658                          STATION DESCRIPTION
 HD0658
 HD0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HD0658'3.8 MI W FROM SPRINGFIELD.
 HD0658'3-3/4 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HD0658'THE STATION AT SPRINGFIELD, GREENE COUNTY, NEAR THE STATION
 HD0658'AT NICHOLS, 522 FEET SOUTHEAST ALONG THE MAIN TRACK OF THE KANSAS
 HD0658'CITY-SPRINGFIELD LINE FROM THE CROSSING OF THE ST. LOUIS-MONETT
 HD0658'LINE, 102 FEET SOUTHEAST OF THE POINT OF SWITCH OF THE TRACK
 HD0658'CONNECTING THE TWO LINES, 10 FEET NORTHWEST OF THE NORTHWEST END
 HD0658'OF A ROAD UNDERPASS, AND 5.8 FEET NORTHEAST OF THE NORTHEAST RAIL.
 HD0658'A STANDARD DISK, STAMPED M 5 RESET 1945 AND SET IN THE TOP OF A
 HD0658'CONCRETE POST.
 HD0658
 HD0658                          STATION RECOVERY (1989)
 HD0658
 HD0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0658'MARK NOT FOUND.
 HD0658
 HD0658                          STATION RECOVERY (1991)
 HD0658
 HD0658'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDM)
 HD0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2148 ***********************************************************************
 JD2148  DESIGNATION -  M 5 Z
 JD2148  PID         -  JD2148
 JD2148  STATE/COUNTY-  MO/JOHNSON
 JD2148  USGS QUAD   -  CORNELIA (1955)
 JD2148
 JD2148                         *CURRENT SURVEY CONTROL
 JD2148  ___________________________________________________________________
 JD2148* NAD 83(1986)-  38 41 50.     (N)    093 42 55.     (W)     SCALED    
 JD2148* NAVD 88     -       270.832  (meters)     888.55   (feet)  ADJUSTED  
 JD2148  ___________________________________________________________________
 JD2148  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2148  DYNAMIC HT  -         270.646 (meters)     887.94  (feet)  COMP
 JD2148  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 JD2148
 JD2148  VERT ORDER  -  SECOND    CLASS 0
 JD2148
 JD2148.The horizontal coordinates were scaled from a topographic map and have
 JD2148.an estimated accuracy of +/- 6 seconds.
 JD2148
 JD2148.The orthometric height was determined by differential leveling
 JD2148.and adjusted by the National Geodetic Survey in June 1991..
 JD2148
 JD2148.The geoid height was determined by GEOID03.
 JD2148
 JD2148.The dynamic height is computed by dividing the NAVD 88
 JD2148.geopotential number by the normal gravity value computed on the
 JD2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2148.degrees latitude (g = 980.6199 gals.).
 JD2148
 JD2148.The modeled gravity was interpolated from observed gravity values.
 JD2148
 JD2148;                    North         East    Units  Estimated Accuracy
 JD2148;SPC MO W     -   281,130.      918,260.      MT  (+/- 180 meters Scaled)
 JD2148
 JD2148                          SUPERSEDED SURVEY CONTROL
 JD2148
 JD2148  NGVD 29 (??/??/92)  270.73   (m)          888.2    (f) COMPUTED    2 0
 JD2148
 JD2148.Superseded values are not recommended for survey control.
 JD2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2148.See file dsdata.txt to determine how the superseded data were derived.
 JD2148
 JD2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC377834(NAD 83)
 JD2148_MARKER: DS = TRIANGULATION STATION DISK
 JD2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2148_STAMPING: M 5 Z 1963
 JD2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2148+STABILITY: SURFACE MOTION
 JD2148
 JD2148  HISTORY     - Date     Condition        Report By
 JD2148  HISTORY     - 1963     MONUMENTED       CGS
 JD2148
 JD2148                          STATION DESCRIPTION
 JD2148
 JD2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2148'5.5 MI SE FROM WARRENSBURG.
 JD2148'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2148'AT WARRENSBURG, THENCE 1.2 MILES EAST ALONG STATE ROAD Y, IN S
 JD2148'18, R 25 W, T 45 N, ABOUT 0.3 MILE SOUTHEAST OF THE JUNCTION OF A
 JD2148'GRAVELED ROAD LEADING EAST, ON THE INSIDE AND AT THE SOUTH END
 JD2148'OF A SLIGHT CURVE IN THE ROAD, ON THE TOP OF A 6-FOOT HIGH BANK,
 JD2148'50 FEET WEST OF THE CENTERLINE OF THE ROAD, 13 FEET NORTHWEST
 JD2148'OF A FENCE CORNER, 7 FEET NORTH OF A FENCE, 13.7 FEET NORTHWEST
 JD2148'OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 JD2148'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2147 ***********************************************************************
 JD2147  DESIGNATION -  M 5 Z RM 1
 JD2147  PID         -  JD2147
 JD2147  STATE/COUNTY-  MO/JOHNSON
 JD2147  USGS QUAD   -  CORNELIA (1955)
 JD2147
 JD2147                         *CURRENT SURVEY CONTROL
 JD2147  ___________________________________________________________________
 JD2147* NAD 83(1986)-  38 41 52.     (N)    093 42 55.     (W)     SCALED    
 JD2147* NAVD 88     -       269.955  (meters)     885.68   (feet)  ADJUSTED  
 JD2147  ___________________________________________________________________
 JD2147  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2147  DYNAMIC HT  -         269.770 (meters)     885.07  (feet)  COMP
 JD2147  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 JD2147
 JD2147  VERT ORDER  -  SECOND    CLASS 0
 JD2147
 JD2147.The horizontal coordinates were scaled from a topographic map and have
 JD2147.an estimated accuracy of +/- 6 seconds.
 JD2147
 JD2147.The orthometric height was determined by differential leveling
 JD2147.and adjusted by the National Geodetic Survey in June 1991..
 JD2147
 JD2147.The geoid height was determined by GEOID03.
 JD2147
 JD2147.The dynamic height is computed by dividing the NAVD 88
 JD2147.geopotential number by the normal gravity value computed on the
 JD2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2147.degrees latitude (g = 980.6199 gals.).
 JD2147
 JD2147.The modeled gravity was interpolated from observed gravity values.
 JD2147
 JD2147;                    North         East    Units  Estimated Accuracy
 JD2147;SPC MO W     -   281,190.      918,260.      MT  (+/- 180 meters Scaled)
 JD2147
 JD2147                          SUPERSEDED SURVEY CONTROL
 JD2147
 JD2147  NGVD 29 (??/??/92)  269.85   (m)          885.3    (f) COMPUTED    2 0
 JD2147
 JD2147.Superseded values are not recommended for survey control.
 JD2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2147.See file dsdata.txt to determine how the superseded data were derived.
 JD2147
 JD2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC378834(NAD 83)
 JD2147_MARKER: DR = REFERENCE MARK DISK
 JD2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2147_STAMPING: M 5 Z NO 1 1963
 JD2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2147+STABILITY: SURFACE MOTION
 JD2147
 JD2147  HISTORY     - Date     Condition        Report By
 JD2147  HISTORY     - 1963     MONUMENTED       CGS
 JD2147  HISTORY     - 20050901 POOR             INDIV
 JD2147
 JD2147                          STATION DESCRIPTION
 JD2147
 JD2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2147'5.8 MI SE FROM WARRENSBURG.
 JD2147'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL
 JD2147'AT WARRENSBURG, THENCE 1.2 MILES EAST ALONG STATE ROAD Y, IN
 JD2147'S 18, R 25 W, T 45 N, ABOUT 0.3 MILE SOUTHEAST OF THE JUNCTION
 JD2147'OF A GRAVELED ROAD LEADING EAST, ON THE OUTSIDE AND AT THE SOUTH
 JD2147'END OF A CURVE IN THE ROAD, 89.2 FEET NORTHEAST ACROSS THE ROAD
 JD2147'FROM THE STATION MARK, 56 FEET SOUTH OF A TELEPHONE POLE, 35 FEET
 JD2147'EAST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT WEST OF A FENCE,
 JD2147'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD2147'CONCRETE POST PROJECTING 2 INCHES.
 JD2147
 JD2147                          STATION RECOVERY (2005)
 JD2147
 JD2147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JD2147'THE CONCRETE POST NOW PROJECTS 18 INCHES AND TIPPED 15 DEGREES TO THE
 JD2147'SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2149 ***********************************************************************
 JD2149  DESIGNATION -  M 5 Z RM 2
 JD2149  PID         -  JD2149
 JD2149  STATE/COUNTY-  MO/JOHNSON
 JD2149  USGS QUAD   -  CORNELIA (1955)
 JD2149
 JD2149                         *CURRENT SURVEY CONTROL
 JD2149  ___________________________________________________________________
 JD2149* NAD 83(1986)-  38 41 51.     (N)    093 42 56.     (W)     SCALED    
 JD2149* NAVD 88     -       270.100  (meters)     886.15   (feet)  ADJUSTED  
 JD2149  ___________________________________________________________________
 JD2149  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JD2149  DYNAMIC HT  -         269.914 (meters)     885.54  (feet)  COMP
 JD2149  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 JD2149
 JD2149  VERT ORDER  -  SECOND    CLASS 0
 JD2149
 JD2149.The horizontal coordinates were scaled from a topographic map and have
 JD2149.an estimated accuracy of +/- 6 seconds.
 JD2149
 JD2149.The orthometric height was determined by differential leveling
 JD2149.and adjusted by the National Geodetic Survey in June 1991..
 JD2149
 JD2149.The geoid height was determined by GEOID03.
 JD2149
 JD2149.The dynamic height is computed by dividing the NAVD 88
 JD2149.geopotential number by the normal gravity value computed on the
 JD2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2149.degrees latitude (g = 980.6199 gals.).
 JD2149
 JD2149.The modeled gravity was interpolated from observed gravity values.
 JD2149
 JD2149;                    North         East    Units  Estimated Accuracy
 JD2149;SPC MO W     -   281,160.      918,240.      MT  (+/- 180 meters Scaled)
 JD2149
 JD2149                          SUPERSEDED SURVEY CONTROL
 JD2149
 JD2149  NGVD 29 (??/??/92)  270.00   (m)          885.8    (f) COMPUTED    2 0
 JD2149
 JD2149.Superseded values are not recommended for survey control.
 JD2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2149.See file dsdata.txt to determine how the superseded data were derived.
 JD2149
 JD2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC377834(NAD 83)
 JD2149_MARKER: DR = REFERENCE MARK DISK
 JD2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2149_STAMPING: M 5 Z NO 2 1963
 JD2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2149+STABILITY: SURFACE MOTION
 JD2149
 JD2149  HISTORY     - Date     Condition        Report By
 JD2149  HISTORY     - 1963     MONUMENTED       CGS
 JD2149
 JD2149                          STATION DESCRIPTION
 JD2149
 JD2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2149'5.5 MI SE FROM WARRENSBURG.
 JD2149'ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH
 JD2149'SCHOOL AT WARRENSBURG, THENCE 1.2 MILES EAST ALONG THE STATE
 JD2149'ROAD Y, IN S 18, R 25 W, T 45 N, ABOUT 0.3 MILE SOUTHEAST OF THE
 JD2149'JUNCTION OF A GRAVELED ROAD LEADING EAST, ABOUT 108 YARDS NORTH
 JD2149'OF THE JUNCTION OF A DRIVEWAY LEADING EAST TO A WHITE FARMHOUSE,
 JD2149'72 FEET SOUTH OF THE STATION MARK, 63 FEET SOUTH OF A FENCE
 JD2149'CORNER, 40 FEET WEST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT
 JD2149'EAST OF A FENCE, 63.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JD2149'3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JD2149'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0498 ***********************************************************************
 HC0498  DESIGNATION -  M 50
 HC0498  PID         -  HC0498
 HC0498  STATE/COUNTY-  MO/DENT
 HC0498  USGS QUAD   -  GLADDEN (1967)
 HC0498
 HC0498                         *CURRENT SURVEY CONTROL
 HC0498  ___________________________________________________________________
 HC0498* NAD 83(1986)-  37 28 37.     (N)    091 26 46.     (W)     SCALED    
 HC0498* NAVD 88     -       391.712  (meters)    1285.14   (feet)  POSTED    
 HC0498  ___________________________________________________________________
 HC0498  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HC0498  DYNAMIC HT  -         391.400 (meters)    1284.12  (feet)  COMP
 HC0498  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 HC0498
 HC0498  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HC0498
 HC0498.The horizontal coordinates were scaled from a topographic map and have
 HC0498.an estimated accuracy of +/- 6 seconds.
 HC0498
 HC0498.The orthometric height was determined by differential leveling
 HC0498.and adjusted by the National Geodetic Survey in 1992..
 HC0498.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HC0498.rate of 0.0 thru 1.0 mm/km.
 HC0498
 HC0498.The geoid height was determined by GEOID03.
 HC0498
 HC0498.The dynamic height is computed by dividing the NAVD 88
 HC0498.geopotential number by the normal gravity value computed on the
 HC0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0498.degrees latitude (g = 980.6199 gals.).
 HC0498
 HC0498.The modeled gravity was interpolated from observed gravity values.
 HC0498
 HC0498;                    North         East    Units  Estimated Accuracy
 HC0498;SPC MO E     -   182,800.      166,320.      MT  (+/- 180 meters Scaled)
 HC0498
 HC0498                          SUPERSEDED SURVEY CONTROL
 HC0498
 HC0498  NGVD 29 (??/??/92)  391.618  (m)         1284.83   (f) ADJ UNCH    2 0
 HC0498
 HC0498.Superseded values are not recommended for survey control.
 HC0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0498.See file dsdata.txt to determine how the superseded data were derived.
 HC0498
 HC0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB373489(NAD 83)
 HC0498_MARKER: DB = BENCH MARK DISK
 HC0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HC0498_SP_SET: CULVERT
 HC0498_STAMPING: M 50 1934
 HC0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0498
 HC0498  HISTORY     - Date     Condition        Report By
 HC0498  HISTORY     - 1934     MONUMENTED       CGS
 HC0498  HISTORY     - 1977     GOOD             NGS
 HC0498  HISTORY     - 1977     GOOD             NGS
 HC0498
 HC0498                          STATION DESCRIPTION
 HC0498
 HC0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0498'13.9 MI S FROM SALEM.
 HC0498'13.9 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 HC0498'AT SALEM, DENT COUNTY, 1.6 MILES SOUTH OF THE POST OFFICE AT
 HC0498'GLADDEN, 0.4 MILE NORTH OF HUGH VANCES HOUSE, 500 FEET SOUTH OF
 HC0498'THE PRIVATE DRIVEWAY TO M.N. STEWARDS FARM RESIDENCE, AT A
 HC0498'6-FOOT CONCRETE CULVERT AND IN THE TOP OF THE WEST HEADWALL.
 HC0498'A STANDARD DISK, STAMPED M 50 1934.
 HC0498
 HC0498                          STATION RECOVERY (1977)
 HC0498
 HC0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0498'13.9 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTEHOUSE
 HC0498'AT SALEM, 1.6 MILE SOUTH OF A CROSSROAD IN A CONCRETE CULVERT IN TOP
 HC0498'OF THE WEST HEADWALL.
 HC0498
 HC0498                          STATION RECOVERY (1977)
 HC0498
 HC0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HC0498'13.9 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COUNTY COURTEHOUSE
 HC0498'AT SALEM, 1.6 MILE SOUTH OF A CROSSROAD IN A CONCRETE CULVERT IN TOP
 HC0498'OF THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0692 ***********************************************************************
 GE0692  DESIGNATION -  M 51
 GE0692  PID         -  GE0692
 GE0692  STATE/COUNTY-  MO/OREGON
 GE0692  USGS QUAD   -  THOMASVILLE (1986)
 GE0692
 GE0692                         *CURRENT SURVEY CONTROL
 GE0692  ___________________________________________________________________
 GE0692* NAD 83(1986)-  36 46 09.     (N)    091 32 09.     (W)     SCALED    
 GE0692* NAVD 88     -       233.638  (meters)     766.53   (feet)  POSTED    
 GE0692  ___________________________________________________________________
 GE0692  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GE0692  DYNAMIC HT  -         233.450 (meters)     765.91  (feet)  COMP
 GE0692  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 GE0692
 GE0692  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GE0692
 GE0692.The horizontal coordinates were scaled from a topographic map and have
 GE0692.an estimated accuracy of +/- 6 seconds.
 GE0692
 GE0692.The orthometric height was determined by differential leveling
 GE0692.and adjusted by the National Geodetic Survey in 1992..
 GE0692.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GE0692.rate of 0.0 thru 1.0 mm/km.
 GE0692
 GE0692.The geoid height was determined by GEOID03.
 GE0692
 GE0692.The dynamic height is computed by dividing the NAVD 88
 GE0692.geopotential number by the normal gravity value computed on the
 GE0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0692.degrees latitude (g = 980.6199 gals.).
 GE0692
 GE0692.The modeled gravity was interpolated from observed gravity values.
 GE0692
 GE0692;                    North         East    Units  Estimated Accuracy
 GE0692;SPC MO E     -   104,340.      157,530.      MT  (+/- 180 meters Scaled)
 GE0692
 GE0692                          SUPERSEDED SURVEY CONTROL
 GE0692
 GE0692  NGVD 29 (??/??/92)  233.524  (m)          766.15   (f) ADJ UNCH    2 0
 GE0692
 GE0692.Superseded values are not recommended for survey control.
 GE0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0692.See file dsdata.txt to determine how the superseded data were derived.
 GE0692
 GE0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA306702(NAD 83)
 GE0692_MARKER: DB = BENCH MARK DISK
 GE0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0692_STAMPING: M 51 1934
 GE0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0692+STABILITY: SURFACE MOTION
 GE0692
 GE0692  HISTORY     - Date     Condition        Report By
 GE0692  HISTORY     - 1934     MONUMENTED       CGS
 GE0692  HISTORY     - 1977     MARK NOT FOUND   NGS
 GE0692  HISTORY     - 20060207 MARK NOT FOUND   MODNR
 GE0692
 GE0692                          STATION DESCRIPTION
 GE0692
 GE0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0692'1.4 MI S FROM THOMASVILLE.
 GE0692'1.4 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THOMASVILLE, OREGON
 GE0692'COUNTY, AT THE JUNCTION OF STATE HIGHWAY 80, 150 FEET SOUTH OF
 GE0692'THE CENTERLINE OF STATE HIGHWAY 80, 110 FEET WEST OF THE CENTERLINE
 GE0692'OF STATE HIGHWAY 19, AND 25 FEET SOUTH OF A 1-1/2-FOOT OAK TREE.
 GE0692'A STANDARD DISK, STAMPED M 51 1934 AND SET IN THE TOP OF A
 GE0692'CONCRETE POST.
 GE0692
 GE0692                          STATION RECOVERY (1977)
 GE0692
 GE0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GE0692'MARK NOT FOUND.
 GE0692
 GE0692                          STATION RECOVERY (2006)
 GE0692
 GE0692'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0463 ***********************************************************************
 HC0463  DESIGNATION -  M 52
 HC0463  PID         -  HC0463
 HC0463  STATE/COUNTY-  MO/DENT
 HC0463  USGS QUAD   -  SHORT BEND (1981)
 HC0463
 HC0463                         *CURRENT SURVEY CONTROL
 HC0463  ___________________________________________________________________
 HC0463* NAD 83(1986)-  37 38 12.     (N)    091 24 46.     (W)     SCALED    
 HC0463* NAVD 88     -       323.193  (meters)    1060.34   (feet)  ADJUSTED  
 HC0463  ___________________________________________________________________
 HC0463  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 HC0463  DYNAMIC HT  -         322.945 (meters)    1059.53  (feet)  COMP
 HC0463  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 HC0463
 HC0463  VERT ORDER  -  SECOND    CLASS 0
 HC0463
 HC0463.The horizontal coordinates were scaled from a topographic map and have
 HC0463.an estimated accuracy of +/- 6 seconds.
 HC0463
 HC0463.The orthometric height was determined by differential leveling
 HC0463.and adjusted by the National Geodetic Survey in June 1991..
 HC0463
 HC0463.The geoid height was determined by GEOID03.
 HC0463
 HC0463.The dynamic height is computed by dividing the NAVD 88
 HC0463.geopotential number by the normal gravity value computed on the
 HC0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0463.degrees latitude (g = 980.6199 gals.).
 HC0463
 HC0463.The modeled gravity was interpolated from observed gravity values.
 HC0463
 HC0463;                    North         East    Units  Estimated Accuracy
 HC0463;SPC MO E     -   200,500.      169,440.      MT  (+/- 180 meters Scaled)
 HC0463
 HC0463                          SUPERSEDED SURVEY CONTROL
 HC0463
 HC0463  NGVD 29 (??/??/92)  323.127  (m)         1060.13   (f) ADJ UNCH    2 0
 HC0463
 HC0463.Superseded values are not recommended for survey control.
 HC0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0463.See file dsdata.txt to determine how the superseded data were derived.
 HC0463
 HC0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB400666(NAD 83)
 HC0463_MARKER: DB = BENCH MARK DISK
 HC0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0463_SP_SET: BRIDGE
 HC0463_STAMPING: M 52 1934
 HC0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0463
 HC0463  HISTORY     - Date     Condition        Report By
 HC0463  HISTORY     - 1934     MONUMENTED       CGS
 HC0463
 HC0463                          STATION DESCRIPTION
 HC0463
 HC0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0463'7.2 MI E FROM SALEM.
 HC0463'7.2 MILES EAST ALONG STATE HIGHWAY 32 FROM THE INTERSECTION OF
 HC0463'STATE HIGHWAY 19 AT SALEM, DENT COUNTY, 66 FEET NORTH OF THE NORTH
 HC0463'CORNER OF THE FENCE AROUND THE U.S. CLARK FARM IN 1934, AT BRIDGE
 HC0463'NO. J. 226 OVER MERAMEC RIVER, IN THE TOP OF THE SOUTHWEST CONCRETE
 HC0463'ABUTMENT, AND 13 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 HC0463'A STANDARD DISK, STAMPED M 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0059 ***********************************************************************
 GE0059  DESIGNATION -  M 53
 GE0059  PID         -  GE0059
 GE0059  STATE/COUNTY-  MO/WAYNE
 GE0059  USGS QUAD   -  HENDRICKSON (1976)
 GE0059
 GE0059                         *CURRENT SURVEY CONTROL
 GE0059  ___________________________________________________________________
 GE0059* NAD 83(1986)-  36 59 44.     (N)    090 29 34.     (W)     SCALED    
 GE0059* NAVD 88     -       130.575  (meters)     428.39   (feet)  ADJUSTED  
 GE0059  ___________________________________________________________________
 GE0059  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GE0059  DYNAMIC HT  -         130.471 (meters)     428.05  (feet)  COMP
 GE0059  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 GE0059
 GE0059  VERT ORDER  -  SECOND    CLASS 0
 GE0059
 GE0059.The horizontal coordinates were scaled from a topographic map and have
 GE0059.an estimated accuracy of +/- 6 seconds.
 GE0059
 GE0059.The orthometric height was determined by differential leveling
 GE0059.and adjusted by the National Geodetic Survey in June 1991..
 GE0059
 GE0059.The geoid height was determined by GEOID03.
 GE0059
 GE0059.The dynamic height is computed by dividing the NAVD 88
 GE0059.geopotential number by the normal gravity value computed on the
 GE0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0059.degrees latitude (g = 980.6199 gals.).
 GE0059
 GE0059.The modeled gravity was interpolated from observed gravity values.
 GE0059
 GE0059;                    North         East    Units  Estimated Accuracy
 GE0059;SPC MO E     -   128,960.      250,640.      MT  (+/- 180 meters Scaled)
 GE0059
 GE0059                          SUPERSEDED SURVEY CONTROL
 GE0059
 GE0059  NGVD 29 (??/??/92)  130.610  (m)          428.51   (f) ADJ UNCH    2 0
 GE0059
 GE0059.Superseded values are not recommended for survey control.
 GE0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0059.See file dsdata.txt to determine how the superseded data were derived.
 GE0059
 GE0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA231973(NAD 83)
 GE0059_MARKER: DB = BENCH MARK DISK
 GE0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0059_STAMPING: M 53 1934
 GE0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0059+STABILITY: SURFACE MOTION
 GE0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0059+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002
 GE0059
 GE0059  HISTORY     - Date     Condition        Report By
 GE0059  HISTORY     - 1934     MONUMENTED       CGS
 GE0059  HISTORY     - 20020903 GOOD             USACE
 GE0059
 GE0059                          STATION DESCRIPTION
 GE0059
 GE0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0059'2.5 MI W FROM TASKEE.
 GE0059'2.5 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GE0059'POST OFFICE AT TASKEE, WAYNE COUNTY, 304 FEET WEST OF MILEPOST
 GE0059'B 198, 21 FEET EAST OF A COUNTY ROAD, 39 FEET SOUTH OF THE
 GE0059'CENTERLINE OF THE TRACK, AND 12 FEET NORTHWEST OF THE CORNER
 GE0059'OF THE COUNTY-ROAD FENCE LINE AND THE RIGHT-OF-WAY FENCE.  A
 GE0059'STANDARD DISK, STAMPED M 53 1934 AND SET IN THE TOP OF A CONCRETE
 GE0059'POST.  NOTE- THE ST. LOUIS-SAN FRANCISCO RAILWAY HAS BEEN
 GE0059'ABANDONED AS OF FEBRUARY 1945.
 GE0059
 GE0059                          STATION RECOVERY (2002)
 GE0059
 GE0059'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0059'THE STATION WAS FOUND 31 FT W OF CR406, 73 FT SW OF SW CORNER OF
 GE0059'BRIDGE, AT EDGE OF GULLEY WASHOUT, CONCRETE HAS BEEN CHIPPED AT CORNER
 GE0059'OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0015 ***********************************************************************
 HC0015  DESIGNATION -  M 54
 HC0015  PID         -  HC0015
 HC0015  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0015  USGS QUAD   -  SPROTT (1964)
 HC0015
 HC0015                         *CURRENT SURVEY CONTROL
 HC0015  ___________________________________________________________________
 HC0015* NAD 83(1986)-  37 51 46.     (N)    090 19 47.     (W)     SCALED    
 HC0015* NAVD 88     -       320.463  (meters)    1051.39   (feet)  ADJUSTED  
 HC0015  ___________________________________________________________________
 HC0015  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HC0015  DYNAMIC HT  -         320.229 (meters)    1050.62  (feet)  COMP
 HC0015  MODELED GRAV-     979,889.0   (mgal)                       NAVD 88
 HC0015
 HC0015  VERT ORDER  -  SECOND    CLASS 0
 HC0015
 HC0015.The horizontal coordinates were scaled from a topographic map and have
 HC0015.an estimated accuracy of +/- 6 seconds.
 HC0015
 HC0015.The orthometric height was determined by differential leveling
 HC0015.and adjusted by the National Geodetic Survey in June 1991..
 HC0015
 HC0015.The geoid height was determined by GEOID03.
 HC0015
 HC0015.The dynamic height is computed by dividing the NAVD 88
 HC0015.geopotential number by the normal gravity value computed on the
 HC0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0015.degrees latitude (g = 980.6199 gals.).
 HC0015
 HC0015.The modeled gravity was interpolated from observed gravity values.
 HC0015
 HC0015;                    North         East    Units  Estimated Accuracy
 HC0015;SPC MO E     -   225,220.      264,980.      MT  (+/- 180 meters Scaled)
 HC0015
 HC0015                          SUPERSEDED SURVEY CONTROL
 HC0015
 HC0015  NGVD 29 (??/??/92)  320.507  (m)         1051.53   (f) ADJ UNCH    2 0
 HC0015
 HC0015.Superseded values are not recommended for survey control.
 HC0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0015.See file dsdata.txt to determine how the superseded data were derived.
 HC0015
 HC0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB349939(NAD 83)
 HC0015_MARKER: DB = BENCH MARK DISK
 HC0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0015_STAMPING: M 54 1934
 HC0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0015+STABILITY: SURFACE MOTION
 HC0015
 HC0015  HISTORY     - Date     Condition        Report By
 HC0015  HISTORY     - 1934     MONUMENTED       CGS
 HC0015
 HC0015                          STATION DESCRIPTION
 HC0015
 HC0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0015'AT SPROTT.
 HC0015'AT SPROTT, STE. GENEVIEVE COUNTY, ON THE MISSOURI-ILLINOIS
 HC0015'RAILROAD, 102 FEET EAST OF THE STATION SIGN, 219 FEET WEST OF
 HC0015'MILEPOST 105, 45 FEET SOUTH OF A ROAD CROSSING, 42 FEET SOUTH OF
 HC0015'THE SOUTH RAIL, AND 3 FEET NORTH OF THE FENCE LINE.  A STANDARD
 HC0015'DISK, STAMPED M 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0334 ***********************************************************************
 HC0334  DESIGNATION -  M 55
 HC0334  PID         -  HC0334
 HC0334  STATE/COUNTY-  MO/WASHINGTON
 HC0334  USGS QUAD   -  IRONDALE (1982)
 HC0334
 HC0334                         *CURRENT SURVEY CONTROL
 HC0334  ___________________________________________________________________
 HC0334* NAD 83(1986)-  37 45 49.     (N)    090 43 05.     (W)     SCALED    
 HC0334* NAVD 88     -       288.277  (meters)     945.79   (feet)  ADJUSTED  
 HC0334  ___________________________________________________________________
 HC0334  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 HC0334  DYNAMIC HT  -         288.067 (meters)     945.10  (feet)  COMP
 HC0334  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 HC0334
 HC0334  VERT ORDER  -  SECOND    CLASS 0
 HC0334
 HC0334.The horizontal coordinates were scaled from a topographic map and have
 HC0334.an estimated accuracy of +/- 6 seconds.
 HC0334
 HC0334.The orthometric height was determined by differential leveling
 HC0334.and adjusted by the National Geodetic Survey in June 1991..
 HC0334
 HC0334.The geoid height was determined by GEOID03.
 HC0334
 HC0334.The dynamic height is computed by dividing the NAVD 88
 HC0334.geopotential number by the normal gravity value computed on the
 HC0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0334.degrees latitude (g = 980.6199 gals.).
 HC0334
 HC0334.The modeled gravity was interpolated from observed gravity values.
 HC0334
 HC0334;                    North         East    Units  Estimated Accuracy
 HC0334;SPC MO E     -   214,220.      230,790.      MT  (+/- 180 meters Scaled)
 HC0334
 HC0334                          SUPERSEDED SURVEY CONTROL
 HC0334
 HC0334  NGVD 29 (??/??/92)  288.288  (m)          945.82   (f) ADJ UNCH    2 0
 HC0334
 HC0334.Superseded values are not recommended for survey control.
 HC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0334.See file dsdata.txt to determine how the superseded data were derived.
 HC0334
 HC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB010820(NAD 83)
 HC0334_MARKER: DB = BENCH MARK DISK
 HC0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0334_STAMPING: M 55 1934
 HC0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0334+STABILITY: SURFACE MOTION
 HC0334
 HC0334  HISTORY     - Date     Condition        Report By
 HC0334  HISTORY     - 1934     MONUMENTED       CGS
 HC0334  HISTORY     - 1956     GOOD             NGS
 HC0334
 HC0334                          STATION DESCRIPTION
 HC0334
 HC0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HC0334'3.2 MI E FROM CALEDONIA.
 HC0334'3.2 MILES EAST ALONG STATE HIGHWAY 32 FROM THE PUBLIC SCHOOL AT
 HC0334'CALEDONIA, WASHINGTON COUNTY, AT THE NORTHWEST CORNER OF THE
 HC0334'ROCKING D RANCH, AT THE SUMMIT OF A HILL, 50 FEET SOUTH OF
 HC0334'THE PLANNED CENTERLINE OF THE NEW (1934) ROAD, 10 FEET EAST OF
 HC0334'THE CENTERLINE OF A PRIVATE ROAD, AND 30 FEET SOUTH OF THE
 HC0334'PRESENT CENTERLINE OF THE HIGHWAY, AND 12 FEET SOUTH OF THE SOUTH
 HC0334'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 55 1934 AND SET
 HC0334'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0315 ***********************************************************************
 HC0315  DESIGNATION -  M 56
 HC0315  PID         -  HC0315
 HC0315  STATE/COUNTY-  MO/ST FRANCOIS
 HC0315  USGS QUAD   -  FARMINGTON (1982)
 HC0315
 HC0315                         *CURRENT SURVEY CONTROL
 HC0315  ___________________________________________________________________
 HC0315* NAD 83(1986)-  37 47 26.     (N)    090 29 54.     (W)     SCALED    
 HC0315* NAVD 88     -       284.553  (meters)     933.57   (feet)  ADJUSTED  
 HC0315  ___________________________________________________________________
 HC0315  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 HC0315  DYNAMIC HT  -         284.348 (meters)     932.90  (feet)  COMP
 HC0315  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HC0315
 HC0315  VERT ORDER  -  SECOND    CLASS 0
 HC0315
 HC0315.The horizontal coordinates were scaled from a topographic map and have
 HC0315.an estimated accuracy of +/- 6 seconds.
 HC0315
 HC0315.The orthometric height was determined by differential leveling
 HC0315.and adjusted by the National Geodetic Survey in June 1991..
 HC0315
 HC0315.The geoid height was determined by GEOID03.
 HC0315
 HC0315.The dynamic height is computed by dividing the NAVD 88
 HC0315.geopotential number by the normal gravity value computed on the
 HC0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0315.degrees latitude (g = 980.6199 gals.).
 HC0315
 HC0315.The modeled gravity was interpolated from observed gravity values.
 HC0315
 HC0315;                    North         East    Units  Estimated Accuracy
 HC0315;SPC MO E     -   217,190.      250,150.      MT  (+/- 180 meters Scaled)
 HC0315
 HC0315                          SUPERSEDED SURVEY CONTROL
 HC0315
 HC0315  NGVD 29 (??/??/92)  284.611  (m)          933.76   (f) ADJ UNCH    2 0
 HC0315
 HC0315.Superseded values are not recommended for survey control.
 HC0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0315.See file dsdata.txt to determine how the superseded data were derived.
 HC0315
 HC0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB202855(NAD 83)
 HC0315_MARKER: DB = BENCH MARK DISK
 HC0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0315_STAMPING: M 56 1934
 HC0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0315+STABILITY: SURFACE MOTION
 HC0315
 HC0315  HISTORY     - Date     Condition        Report By
 HC0315  HISTORY     - 1934     MONUMENTED       CGS
 HC0315  HISTORY     - 1957     GOOD             USGS
 HC0315
 HC0315                          STATION DESCRIPTION
 HC0315
 HC0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0315'3.8 MI SE FROM DERBY.
 HC0315'3.8 MILES SOUTHEAST ALONG THE ABANDONED MISSOURI-ILLINOIS
 HC0315'RAILROAD FROM THE JUNCTION AT DERBY, ST. FRANCOIS COUNTY, 36
 HC0315'FEET NORTH OF THE CENTER OF A COUNTY-ROAD CROSSING, 24 FEET NORTH
 HC0315'OF THE CROSSING SIGN, 45 FEET WEST OF THE CENTERLINE OF THE
 HC0315'TRACK, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 HC0315'DISK, STAMPED M 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HC0315'NOTE-- THE MARK IS 50 FEET NORTH OF A LARGE CULVERT UNDER THE OLD
 HC0315'GRADE.  REFERENCES TO TRACK, OLD ROAD, AND OLD FENCE AND CROSSING
 HC0315'SIGN ARE GONE.
 HC0315
 HC0315                          STATION RECOVERY (1957)
 HC0315
 HC0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HC0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0274 ***********************************************************************
 JC0274  DESIGNATION -  M 57
 JC0274  PID         -  JC0274
 JC0274  STATE/COUNTY-  MO/STE GENEVIEVE
 JC0274  USGS QUAD   -  BLOOMSDALE (1993)
 JC0274
 JC0274                         *CURRENT SURVEY CONTROL
 JC0274  ___________________________________________________________________
 JC0274* NAD 83(1986)-  38 02 54.     (N)    090 09 06.     (W)     SCALED    
 JC0274* NAVD 88     -       119.260  (meters)     391.27   (feet)  ADJUSTED  
 JC0274  ___________________________________________________________________
 JC0274  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 JC0274  DYNAMIC HT  -         119.179 (meters)     391.01  (feet)  COMP
 JC0274  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 JC0274
 JC0274  VERT ORDER  -  SECOND    CLASS 0
 JC0274
 JC0274.The horizontal coordinates were scaled from a topographic map and have
 JC0274.an estimated accuracy of +/- 6 seconds.
 JC0274
 JC0274.The orthometric height was determined by differential leveling
 JC0274.and adjusted by the National Geodetic Survey in June 1991..
 JC0274
 JC0274.The geoid height was determined by GEOID03.
 JC0274
 JC0274.The dynamic height is computed by dividing the NAVD 88
 JC0274.geopotential number by the normal gravity value computed on the
 JC0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0274.degrees latitude (g = 980.6199 gals.).
 JC0274
 JC0274.The modeled gravity was interpolated from observed gravity values.
 JC0274
 JC0274;                    North         East    Units  Estimated Accuracy
 JC0274;SPC MO E     -   245,850.      280,570.      MT  (+/- 180 meters Scaled)
 JC0274
 JC0274                          SUPERSEDED SURVEY CONTROL
 JC0274
 JC0274  NGVD 29 (??/??/92)  119.368  (m)          391.63   (f) ADJ UNCH    2 0
 JC0274
 JC0274.Superseded values are not recommended for survey control.
 JC0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0274.See file dsdata.txt to determine how the superseded data were derived.
 JC0274
 JC0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC499150(NAD 83)
 JC0274_MARKER: DB = BENCH MARK DISK
 JC0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0274_STAMPING: M 57 1934
 JC0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0274+STABILITY: SURFACE MOTION
 JC0274
 JC0274  HISTORY     - Date     Condition        Report By
 JC0274  HISTORY     - 1934     MONUMENTED       CGS
 JC0274  HISTORY     - 1980     GOOD             LOCENG
 JC0274
 JC0274                          STATION DESCRIPTION
 JC0274
 JC0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JC0274'4.1 MI SE FROM BRICKEYS.
 JC0274'4.1 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JC0274'FROM BRICKEYS, STE. GENEVIEVE COUNTY, 25 FEET SOUTHEAST OF
 JC0274'THE SOUTHEAST END OF THE SIDING OF CORAL, 536 FEET EAST OF
 JC0274'TRESTLE 57.1, AT SEMAPHORE 57.3, IN THE TOP OF THE CONCRETE
 JC0274'BATTERY BOX, AND 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 JC0274'A STANDARD DISK, STAMPED M 57 1934.
 JC0274
 JC0274                          STATION RECOVERY (1980)
 JC0274
 JC0274'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 JC0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0133 ***********************************************************************
 HC0133  DESIGNATION -  M 58
 HC0133  PID         -  HC0133
 HC0133  STATE/COUNTY-  MO/WAYNE
 HC0133  USGS QUAD   -  GREENVILLE SW (1966)
 HC0133
 HC0133                         *CURRENT SURVEY CONTROL
 HC0133  ___________________________________________________________________
 HC0133* NAD 83(1986)-  37 05 53.     (N)    090 27 07.     (W)     SCALED    
 HC0133* NAVD 88     -       116.598  (meters)     382.54   (feet)  ADJUSTED  
 HC0133  ___________________________________________________________________
 HC0133  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HC0133  DYNAMIC HT  -         116.507 (meters)     382.24  (feet)  COMP
 HC0133  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 HC0133
 HC0133  VERT ORDER  -  SECOND    CLASS 0
 HC0133
 HC0133.The horizontal coordinates were scaled from a topographic map and have
 HC0133.an estimated accuracy of +/- 6 seconds.
 HC0133
 HC0133.The orthometric height was determined by differential leveling
 HC0133.and adjusted by the National Geodetic Survey in June 1991..
 HC0133
 HC0133.The geoid height was determined by GEOID03.
 HC0133
 HC0133.The dynamic height is computed by dividing the NAVD 88
 HC0133.geopotential number by the normal gravity value computed on the
 HC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0133.degrees latitude (g = 980.6199 gals.).
 HC0133
 HC0133.The modeled gravity was interpolated from observed gravity values.
 HC0133
 HC0133;                    North         East    Units  Estimated Accuracy
 HC0133;SPC MO E     -   140,340.      254,270.      MT  (+/- 180 meters Scaled)
 HC0133
 HC0133                          SUPERSEDED SURVEY CONTROL
 HC0133
 HC0133  NGVD 29 (??/??/92)  116.652  (m)          382.72   (f) ADJ UNCH    2 0
 HC0133
 HC0133.Superseded values are not recommended for survey control.
 HC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0133.See file dsdata.txt to determine how the superseded data were derived.
 HC0133
 HC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB264087(NAD 83)
 HC0133_MARKER: DB = BENCH MARK DISK
 HC0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HC0133_SP_SET: BRIDGE
 HC0133_STAMPING: M 58 1934
 HC0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0133
 HC0133  HISTORY     - Date     Condition        Report By
 HC0133  HISTORY     - 1934     MONUMENTED       CGS
 HC0133  HISTORY     - 1965     MARK NOT FOUND   USGS
 HC0133
 HC0133                          STATION DESCRIPTION
 HC0133
 HC0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HC0133'2.3 MI S FROM GREENVILLE.
 HC0133'2.3 MILES SOUTH ALONG U.S. HIGHWAY 67 FROM THE COUNTY COURTHOUSE
 HC0133'AT GREENVILLE, WAYNE COUNTY, AT THE BRIDGE OVER ST. FRANCIS
 HC0133'RIVER, IN THE TOP OF THE NORTH CONCRETE ABUTMENT, 25 FEET
 HC0133'SOUTHEAST OF A LONE THORN TREE, AND 11 FEET WEST OF THE
 HC0133'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 58 1934.
 HC0133
 HC0133                          STATION RECOVERY (1965)
 HC0133
 HC0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HC0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0241 ***********************************************************************
 JC0241  DESIGNATION -  M 59
 JC0241  PID         -  JC0241
 JC0241  STATE/COUNTY-  MO/ST LOUIS
 JC0241  USGS QUAD   -  OAKVILLE (1998)
 JC0241
 JC0241                         *CURRENT SURVEY CONTROL
 JC0241  ___________________________________________________________________
 JC0241* NAD 83(1986)-  38 26 43.     (N)    090 17 45.     (W)     SCALED    
 JC0241* NAVD 88     -       127.147  (meters)     417.15   (feet)  ADJUSTED  
 JC0241  ___________________________________________________________________
 JC0241  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 JC0241  DYNAMIC HT  -         127.065 (meters)     416.88  (feet)  COMP
 JC0241  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 JC0241
 JC0241  VERT ORDER  -  SECOND    CLASS 0
 JC0241
 JC0241.The horizontal coordinates were scaled from a topographic map and have
 JC0241.an estimated accuracy of +/- 6 seconds.
 JC0241
 JC0241.The orthometric height was determined by differential leveling
 JC0241.and adjusted by the National Geodetic Survey in June 1991..
 JC0241
 JC0241.The geoid height was determined by GEOID03.
 JC0241
 JC0241.The dynamic height is computed by dividing the NAVD 88
 JC0241.geopotential number by the normal gravity value computed on the
 JC0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0241.degrees latitude (g = 980.6199 gals.).
 JC0241
 JC0241.The modeled gravity was interpolated from observed gravity values.
 JC0241
 JC0241;                    North         East    Units  Estimated Accuracy
 JC0241;SPC MO E     -   289,880.      267,820.      MT  (+/- 180 meters Scaled)
 JC0241
 JC0241                          SUPERSEDED SURVEY CONTROL
 JC0241
 JC0241  NGVD 29 (??/??/92)  127.269  (m)          417.55   (f) ADJ UNCH    2 0
 JC0241
 JC0241.Superseded values are not recommended for survey control.
 JC0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0241.See file dsdata.txt to determine how the superseded data were derived.
 JC0241
 JC0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC359586(NAD 83)
 JC0241_MARKER: DB = BENCH MARK DISK
 JC0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0241_SP_SET: CULVERT
 JC0241_STAMPING: M 59 1934
 JC0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0241
 JC0241  HISTORY     - Date     Condition        Report By
 JC0241  HISTORY     - 1934     MONUMENTED       CGS
 JC0241  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC0241  HISTORY     - 19940511 MARK NOT FOUND   USPSQD
 JC0241
 JC0241                          STATION DESCRIPTION
 JC0241
 JC0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JC0241'4.3 MI S FROM JEFFERSON BARRACKS.
 JC0241'4.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0241'STATION AT JEFFERSON BARRACKS, ST. LOUIS COUNTY, 0.2 MILE SOUTH
 JC0241'OF THE STATION AT GRIMSBY, 20 POLES SOUTH OF MILEPOST 13, AT A
 JC0241'ROAD CROSSING, IN THE TOP OF THE WEST END OF A CONCRETE CULVERT,
 JC0241'AND 9 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER
 JC0241'THAN THE TRACK.  A STANDARD DISK, STAMPED M 59 1934.
 JC0241
 JC0241                          STATION RECOVERY (1987)
 JC0241
 JC0241'RECOVERY NOTE BY US POWER SQUADRON 1987 (VFK)
 JC0241'MARK NOT FOUND.
 JC0241
 JC0241                          STATION RECOVERY (1994)
 JC0241
 JC0241'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0266 ***********************************************************************
 HD0266  DESIGNATION -  M 6
 HD0266  PID         -  HD0266
 HD0266  STATE/COUNTY-  MO/WEBSTER
 HD0266  USGS QUAD   -  SEYMOUR (1982)
 HD0266
 HD0266                         *CURRENT SURVEY CONTROL
 HD0266  ___________________________________________________________________
 HD0266* NAD 83(1986)-  37 08 59.     (N)    092 46 22.     (W)     SCALED    
 HD0266* NAVD 88     -       504.455  (meters)    1655.03   (feet)  ADJUSTED  
 HD0266  ___________________________________________________________________
 HD0266  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HD0266  DYNAMIC HT  -         504.042 (meters)    1653.68  (feet)  COMP
 HD0266  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 HD0266
 HD0266  VERT ORDER  -  FIRST     CLASS II
 HD0266
 HD0266.The horizontal coordinates were scaled from a topographic map and have
 HD0266.an estimated accuracy of +/- 6 seconds.
 HD0266
 HD0266.The orthometric height was determined by differential leveling
 HD0266.and adjusted by the National Geodetic Survey in June 1991..
 HD0266
 HD0266.The geoid height was determined by GEOID03.
 HD0266
 HD0266.The dynamic height is computed by dividing the NAVD 88
 HD0266.geopotential number by the normal gravity value computed on the
 HD0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0266.degrees latitude (g = 980.6199 gals.).
 HD0266
 HD0266.The modeled gravity was interpolated from observed gravity values.
 HD0266
 HD0266;                    North         East    Units  Estimated Accuracy
 HD0266;SPC MO C     -   146,100.      475,770.      MT  (+/- 180 meters Scaled)
 HD0266
 HD0266                          SUPERSEDED SURVEY CONTROL
 HD0266
 HD0266  NGVD 29 (??/??/92)  504.294  (m)         1654.50   (f) ADJ UNCH    1 2
 HD0266
 HD0266.Superseded values are not recommended for survey control.
 HD0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0266.See file dsdata.txt to determine how the superseded data were derived.
 HD0266
 HD0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB201115(NAD 83)
 HD0266_MARKER: DB = BENCH MARK DISK
 HD0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0266_STAMPING: 1654.505 M 6 1928
 HD0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0266+STABILITY: SURFACE MOTION
 HD0266
 HD0266  HISTORY     - Date     Condition        Report By
 HD0266  HISTORY     - 1928     MONUMENTED       CGS
 HD0266  HISTORY     - 1934     GOOD             NGS
 HD0266  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0266  HISTORY     - 1977     MARK NOT FOUND   NGS
 HD0266  HISTORY     - 19891002 MARK NOT FOUND   NGS
 HD0266
 HD0266                          STATION DESCRIPTION
 HD0266
 HD0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0266'0.2 MI W FROM SEYMOUR.
 HD0266'0.2 MILE WEST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM
 HD0266'THE STATION AT SEYMOUR, WEBSTER COUNTY, 30 YARDS EAST OF
 HD0266'SEMAPHORES 236.5 AND 236.4, 44-1/2 FEET SOUTH OF THE CENTERLINE
 HD0266'OF THE MAIN TRACK, 99 FEET SOUTHWEST OF THE SWITCH STAND ON THE
 HD0266'NORTH SIDE OF THE TRACK, 39 FEET SOUTHEAST OF THE SWITCH STAND
 HD0266'ON THE SOUTH SIDE OF THE TRACK, ND 45-1/2 FEET NORTH OF THE
 HD0266'PROPERTY FENCE ON THE SOUTH SIDE OF THE TRACK.  A STANDARD DISK,
 HD0266'STAMPED 1654.505 M 6 1928 AND SET IN THE TOP OF A CONCRETE POST
 HD0266'PROJECTING 3 INCHES ABOVE GROUND.
 HD0266
 HD0266                          STATION RECOVERY (1977)
 HD0266
 HD0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0266'MARK NOT FOUND.
 HD0266
 HD0266                          STATION RECOVERY (1977)
 HD0266
 HD0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0266'MARK NOT FOUND.
 HD0266
 HD0266                          STATION RECOVERY (1989)
 HD0266
 HD0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2321 ***********************************************************************
 JD2321  DESIGNATION -  M 6 B 1
 JD2321  PID         -  JD2321
 JD2321  STATE/COUNTY-  MO/JOHNSON
 JD2321  USGS QUAD   -  CENTERVIEW (1954)
 JD2321
 JD2321                         *CURRENT SURVEY CONTROL
 JD2321  ___________________________________________________________________
 JD2321* NAD 83(1986)-  38 42 31.     (N)    093 51 40.     (W)     SCALED    
 JD2321* NAVD 88     -       262.495  (meters)     861.20   (feet)  ADJUSTED  
 JD2321  ___________________________________________________________________
 JD2321  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2321  DYNAMIC HT  -         262.316 (meters)     860.62  (feet)  COMP
 JD2321  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 JD2321
 JD2321  VERT ORDER  -  SECOND    CLASS 0
 JD2321
 JD2321.The horizontal coordinates were scaled from a topographic map and have
 JD2321.an estimated accuracy of +/- 6 seconds.
 JD2321
 JD2321.The orthometric height was determined by differential leveling
 JD2321.and adjusted by the National Geodetic Survey in June 1991..
 JD2321
 JD2321.The geoid height was determined by GEOID03.
 JD2321
 JD2321.The dynamic height is computed by dividing the NAVD 88
 JD2321.geopotential number by the normal gravity value computed on the
 JD2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2321.degrees latitude (g = 980.6199 gals.).
 JD2321
 JD2321.The modeled gravity was interpolated from observed gravity values.
 JD2321
 JD2321;                    North         East    Units  Estimated Accuracy
 JD2321;SPC MO W     -   282,300.      905,570.      MT  (+/- 180 meters Scaled)
 JD2321
 JD2321                          SUPERSEDED SURVEY CONTROL
 JD2321
 JD2321  NGVD 29 (??/??/92)  262.39   (m)          860.9    (f) COMPUTED    2 0
 JD2321
 JD2321.Superseded values are not recommended for survey control.
 JD2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2321.See file dsdata.txt to determine how the superseded data were derived.
 JD2321
 JD2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC251847(NAD 83)
 JD2321_MARKER: Z = SEE DESCRIPTION
 JD2321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JD2321_SP_SET: TRIBRACH
 JD2321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2321
 JD2321  HISTORY     - Date     Condition        Report By
 JD2321  HISTORY     - UNK      MONUMENTED       DOD
 JD2321  HISTORY     - 1963     GOOD             NGS
 JD2321
 JD2321                          STATION DESCRIPTION
 JD2321
 JD2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD2321'3.4 MI SW FROM CENTERVIEW.
 JD2321'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD2321'RAILROAD CROSSING AT CENTERVIEW, THENCE 0.2 MILE SOUTH ACROSS A
 JD2321'FIELD, THENCE 2.4 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, IN
 JD2321'S 12, R 27 W, T 45 N, ON THE NORTH SLOPE OF A SMALL HILL, 135.0
 JD2321'FEET EAST OF THE CENTERLINE OF THE ROAD, 110.0 FEET EAST OF A
 JD2321'NORTH-SOUTH FENCE, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD,
 JD2321'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  A USAF MONOLITH
 JD2321'AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2319 ***********************************************************************
 JD2319  DESIGNATION -  M 6 Z
 JD2319  PID         -  JD2319
 JD2319  STATE/COUNTY-  MO/JOHNSON
 JD2319  USGS QUAD   -  CENTERVIEW (1954)
 JD2319
 JD2319                         *CURRENT SURVEY CONTROL
 JD2319  ___________________________________________________________________
 JD2319* NAD 83(1986)-  38 43 10.     (N)    093 51 48.     (W)     SCALED    
 JD2319* NAVD 88     -       268.042  (meters)     879.40   (feet)  ADJUSTED  
 JD2319  ___________________________________________________________________
 JD2319  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2319  DYNAMIC HT  -         267.859 (meters)     878.80  (feet)  COMP
 JD2319  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 JD2319
 JD2319  VERT ORDER  -  SECOND    CLASS 0
 JD2319
 JD2319.The horizontal coordinates were scaled from a topographic map and have
 JD2319.an estimated accuracy of +/- 6 seconds.
 JD2319
 JD2319.The orthometric height was determined by differential leveling
 JD2319.and adjusted by the National Geodetic Survey in June 1991..
 JD2319
 JD2319.The geoid height was determined by GEOID03.
 JD2319
 JD2319.The dynamic height is computed by dividing the NAVD 88
 JD2319.geopotential number by the normal gravity value computed on the
 JD2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2319.degrees latitude (g = 980.6199 gals.).
 JD2319
 JD2319.The modeled gravity was interpolated from observed gravity values.
 JD2319
 JD2319;                    North         East    Units  Estimated Accuracy
 JD2319;SPC MO W     -   283,500.      905,370.      MT  (+/- 180 meters Scaled)
 JD2319
 JD2319                          SUPERSEDED SURVEY CONTROL
 JD2319
 JD2319  NGVD 29 (??/??/92)  267.94   (m)          879.1    (f) COMPUTED    2 0
 JD2319
 JD2319.Superseded values are not recommended for survey control.
 JD2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2319.See file dsdata.txt to determine how the superseded data were derived.
 JD2319
 JD2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC249859(NAD 83)
 JD2319_MARKER: DS = TRIANGULATION STATION DISK
 JD2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2319_STAMPING: M 6 Z 1963
 JD2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2319+STABILITY: SURFACE MOTION
 JD2319
 JD2319  HISTORY     - Date     Condition        Report By
 JD2319  HISTORY     - 1963     MONUMENTED       CGS
 JD2319
 JD2319                          STATION DESCRIPTION
 JD2319
 JD2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2319'2.8 MI SW FROM CENTERVIEW.
 JD2319'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD2319'RAILROAD CROSSING AT CENTERVIEW, THENCE 0.2 MILE SOUTH ACROSS A
 JD2319'FIELD, THENCE 1.6 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE
 JD2319'0.15 MILE WEST ALONG A COUNTY ROAD, THENCE 0.05 MILE SOUTH ALONG
 JD2319'A PRIVATE DRIVEWAY, IN S 11, R 27 W, T 45 N, AT THE CREST OF A
 JD2319'SLIGHT HILL IN A FARMYARD, 55.0 FEET NORTHWEST OF R.M. 2, 54.0
 JD2319'FEET SOUTHWEST OF R.M. 1, 35.5 FEET SOUTH OF THE WEST END OF A
 JD2319'WOODEN GATE, 5.0 FEET EAST OF A NORTH-SOUTH FENCE AND A METAL
 JD2319'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JD2319'0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2320 ***********************************************************************
 JD2320  DESIGNATION -  M 6 Z RM 1
 JD2320  PID         -  JD2320
 JD2320  STATE/COUNTY-  MO/JOHNSON
 JD2320  USGS QUAD   -  CENTERVIEW (1954)
 JD2320
 JD2320                         *CURRENT SURVEY CONTROL
 JD2320  ___________________________________________________________________
 JD2320* NAD 83(1986)-  38 43 11.     (N)    093 51 49.     (W)     SCALED    
 JD2320* NAVD 88     -       267.863  (meters)     878.81   (feet)  ADJUSTED  
 JD2320  ___________________________________________________________________
 JD2320  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2320  DYNAMIC HT  -         267.681 (meters)     878.22  (feet)  COMP
 JD2320  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 JD2320
 JD2320  VERT ORDER  -  SECOND    CLASS 0
 JD2320
 JD2320.The horizontal coordinates were scaled from a topographic map and have
 JD2320.an estimated accuracy of +/- 6 seconds.
 JD2320
 JD2320.The orthometric height was determined by differential leveling
 JD2320.and adjusted by the National Geodetic Survey in June 1991..
 JD2320
 JD2320.The geoid height was determined by GEOID03.
 JD2320
 JD2320.The dynamic height is computed by dividing the NAVD 88
 JD2320.geopotential number by the normal gravity value computed on the
 JD2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2320.degrees latitude (g = 980.6199 gals.).
 JD2320
 JD2320.The modeled gravity was interpolated from observed gravity values.
 JD2320
 JD2320;                    North         East    Units  Estimated Accuracy
 JD2320;SPC MO W     -   283,530.      905,340.      MT  (+/- 180 meters Scaled)
 JD2320
 JD2320                          SUPERSEDED SURVEY CONTROL
 JD2320
 JD2320  NGVD 29 (??/??/92)  267.76   (m)          878.5    (f) COMPUTED    2 0
 JD2320
 JD2320.Superseded values are not recommended for survey control.
 JD2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2320.See file dsdata.txt to determine how the superseded data were derived.
 JD2320
 JD2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC249860(NAD 83)
 JD2320_MARKER: DR = REFERENCE MARK DISK
 JD2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2320_STAMPING: M 6 Z NO 1 1963
 JD2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2320+STABILITY: SURFACE MOTION
 JD2320
 JD2320  HISTORY     - Date     Condition        Report By
 JD2320  HISTORY     - 1963     MONUMENTED       CGS
 JD2320
 JD2320                          STATION DESCRIPTION
 JD2320
 JD2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2320'2.8 MI SW FROM CENTERVIEW.
 JD2320'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD2320'RAILROAD CROSSING AT CENTERVIEW, THENCE 0.2 MILE SOUTH ACROSS A
 JD2320'FIELD, THENCE 1.6 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 JD2320'THENCE 0.15 MILE WEST ALONG A COUNTY ROAD, THENCE 0.05 MILE SOUTH
 JD2320'ALONG A PRIVATE DRIVEWAY, IN S 11, R 27 W, T 45 N, 81.5 FEET
 JD2320'NORTH OF R.M. 1, 54.0 FEET NORTHEAST OF THE STATION MARK, 1.0
 JD2320'FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 JD2320'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2318 ***********************************************************************
 JD2318  DESIGNATION -  M 6 Z RM 2
 JD2318  PID         -  JD2318
 JD2318  STATE/COUNTY-  MO/JOHNSON
 JD2318  USGS QUAD   -  CENTERVIEW (1954)
 JD2318
 JD2318                         *CURRENT SURVEY CONTROL
 JD2318  ___________________________________________________________________
 JD2318* NAD 83(1986)-  38 43 11.     (N)    093 51 49.     (W)     SCALED    
 JD2318* NAVD 88     -       267.679  (meters)     878.21   (feet)  ADJUSTED  
 JD2318  ___________________________________________________________________
 JD2318  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD2318  DYNAMIC HT  -         267.496 (meters)     877.61  (feet)  COMP
 JD2318  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 JD2318
 JD2318  VERT ORDER  -  SECOND    CLASS 0
 JD2318
 JD2318.The horizontal coordinates were scaled from a topographic map and have
 JD2318.an estimated accuracy of +/- 6 seconds.
 JD2318
 JD2318.The orthometric height was determined by differential leveling
 JD2318.and adjusted by the National Geodetic Survey in June 1991..
 JD2318
 JD2318.The geoid height was determined by GEOID03.
 JD2318
 JD2318.The dynamic height is computed by dividing the NAVD 88
 JD2318.geopotential number by the normal gravity value computed on the
 JD2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD2318.degrees latitude (g = 980.6199 gals.).
 JD2318
 JD2318.The modeled gravity was interpolated from observed gravity values.
 JD2318
 JD2318;                    North         East    Units  Estimated Accuracy
 JD2318;SPC MO W     -   283,530.      905,340.      MT  (+/- 180 meters Scaled)
 JD2318
 JD2318                          SUPERSEDED SURVEY CONTROL
 JD2318
 JD2318  NGVD 29 (??/??/92)  267.58   (m)          877.9    (f) COMPUTED    2 0
 JD2318
 JD2318.Superseded values are not recommended for survey control.
 JD2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2318.See file dsdata.txt to determine how the superseded data were derived.
 JD2318
 JD2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC249860(NAD 83)
 JD2318_MARKER: DR = REFERENCE MARK DISK
 JD2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2318_STAMPING: M 6 Z NO 2 1963
 JD2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2318+STABILITY: SURFACE MOTION
 JD2318
 JD2318  HISTORY     - Date     Condition        Report By
 JD2318  HISTORY     - 1963     MONUMENTED       CGS
 JD2318
 JD2318                          STATION DESCRIPTION
 JD2318
 JD2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JD2318'2.8 MI SW FROM CENTERVIEW.
 JD2318'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD2318'RAILROAD CROSSING AT CENTERVIEW, THENCE 0.2 MILE SOUTH ACROSS A
 JD2318'FIELD, THENCE 1.6 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE
 JD2318'0.15 MILE WEST ALONG A COUNTY ROAD, THENCE 0.05 MILE SOUTH ALONG
 JD2318'A PRIVATE DRIVEWAY, IN S 11, R 27 W, T 45 N, 81.5 FEET SOUTH OF
 JD2318'R.M. 1, 55.0 FEET SOUTHEAST OF THE STATION MARK, 1.0 FOOT NORTH OF
 JD2318'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0594 ***********************************************************************
 GF0594  DESIGNATION -  M 60
 GF0594  PID         -  GF0594
 GF0594  STATE/COUNTY-  MO/STONE
 GF0594  USGS QUAD   -  CRANE (1974)
 GF0594
 GF0594                         *CURRENT SURVEY CONTROL
 GF0594  ___________________________________________________________________
 GF0594* NAD 83(1986)-  36 54 05.     (N)    093 34 21.     (W)     SCALED    
 GF0594* NAVD 88     -       341.858  (meters)    1121.58   (feet)  ADJUSTED  
 GF0594  ___________________________________________________________________
 GF0594  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 GF0594  DYNAMIC HT  -         341.570 (meters)    1120.63  (feet)  COMP
 GF0594  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 GF0594
 GF0594  VERT ORDER  -  SECOND    CLASS 0
 GF0594
 GF0594.The horizontal coordinates were scaled from a topographic map and have
 GF0594.an estimated accuracy of +/- 6 seconds.
 GF0594
 GF0594.The orthometric height was determined by differential leveling
 GF0594.and adjusted by the National Geodetic Survey in June 1991..
 GF0594
 GF0594.The geoid height was determined by GEOID03.
 GF0594
 GF0594.The dynamic height is computed by dividing the NAVD 88
 GF0594.geopotential number by the normal gravity value computed on the
 GF0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0594.degrees latitude (g = 980.6199 gals.).
 GF0594
 GF0594.The modeled gravity was interpolated from observed gravity values.
 GF0594
 GF0594;                    North         East    Units  Estimated Accuracy
 GF0594;SPC MO C     -   119,050.      404,420.      MT  (+/- 180 meters Scaled)
 GF0594
 GF0594                          SUPERSEDED SURVEY CONTROL
 GF0594
 GF0594  NGVD 29 (??/??/92)  341.714  (m)         1121.11   (f) ADJ UNCH    2 0
 GF0594
 GF0594.Superseded values are not recommended for survey control.
 GF0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0594.See file dsdata.txt to determine how the superseded data were derived.
 GF0594
 GF0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA489840(NAD 83)
 GF0594_MARKER: DB = BENCH MARK DISK
 GF0594_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GF0594_SP_SET: RETAINING WALL
 GF0594_STAMPING: M 60 1934
 GF0594_MARK LOGO: CGS   
 GF0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0594
 GF0594  HISTORY     - Date     Condition        Report By
 GF0594  HISTORY     - 1934     MONUMENTED       CGS
 GF0594  HISTORY     - 1937     GOOD             NGS
 GF0594  HISTORY     - 19840827 GOOD             NGS
 GF0594
 GF0594                          STATION DESCRIPTION
 GF0594
 GF0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 GF0594'AT CRANE.
 GF0594'AT CRANE, STONE COUNTY, ON STATE HIGHWAY 13, 0.1 MILE SOUTH OF
 GF0594'THE MISSOURI PACIFIC RAILROAD, AT HIGHWAY BRIDGE J 723 OVER
 GF0594'CRANE CREEK, IN THE NORTHEAST CORNER OF THE NORTH END WALL,
 GF0594'AND 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GF0594'DISK, STAMPED M 60 1934.
 GF0594
 GF0594                          STATION RECOVERY (1984)
 GF0594
 GF0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GF0594'IN THE WEST PART OF ST LOUIS, IN THE NORTHWEST ANGLE OF THE
 GF0594'INTERSECTION OF HAMPTON AND MANCHESTER AVENUES, AT THE SOUTHEAST
 GF0594'CORNER OF THE GROUNDS OF THE GRATIOT SCHOOL, 46.0 FT (14.0 M) WEST OF
 GF0594'THE CENTERLINE OF MANCHESTER AVENUE, 15.8 FT (4.8 M) WEST-NORTHWEST
 GF0594'FROM THE SOUTHEAST CORNER OF A CONCRETE RETAINING WALL, 10.5 FT
 GF0594'(3.2 M) SOUTHWEST FROM A METAL SIGNPOST FOR THE GRATIOT SCHOOL.  THE
 GF0594'ELEVATION FOR THIS MARK WAS DETERMINED FROM STATION P 205, WHICH WAS
 GF0594'LOCATED ABOUT 150 YARDS SOUTHEAST IN AN OLD BRIDGE ABUTMENT BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0242 ***********************************************************************
 GF0242  DESIGNATION -  M 61
 GF0242  PID         -  GF0242
 GF0242  STATE/COUNTY-  MO/TANEY
 GF0242  USGS QUAD   -  BRANSON (1989)
 GF0242
 GF0242                         *CURRENT SURVEY CONTROL
 GF0242  ___________________________________________________________________
 GF0242* NAD 83(1986)-  36 38 43.     (N)    093 11 28.     (W)     SCALED    
 GF0242* NAVD 88     -       294.189  (meters)     965.19   (feet)  ADJUSTED  
 GF0242  ___________________________________________________________________
 GF0242  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 GF0242  DYNAMIC HT  -         293.941 (meters)     964.37  (feet)  COMP
 GF0242  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GF0242
 GF0242  VERT ORDER  -  SECOND    CLASS 0
 GF0242
 GF0242.The horizontal coordinates were scaled from a topographic map and have
 GF0242.an estimated accuracy of +/- 6 seconds.
 GF0242
 GF0242.The orthometric height was determined by differential leveling
 GF0242.and adjusted by the National Geodetic Survey in June 1991..
 GF0242
 GF0242.The geoid height was determined by GEOID03.
 GF0242
 GF0242.The dynamic height is computed by dividing the NAVD 88
 GF0242.geopotential number by the normal gravity value computed on the
 GF0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0242.degrees latitude (g = 980.6199 gals.).
 GF0242
 GF0242.The modeled gravity was interpolated from observed gravity values.
 GF0242
 GF0242;                    North         East    Units  Estimated Accuracy
 GF0242;SPC MO C     -    90,310.      438,200.      MT  (+/- 180 meters Scaled)
 GF0242
 GF0242                          SUPERSEDED SURVEY CONTROL
 GF0242
 GF0242  NGVD 29 (??/??/92)  294.064  (m)          964.77   (f) ADJ UNCH    2 0
 GF0242
 GF0242.Superseded values are not recommended for survey control.
 GF0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0242.See file dsdata.txt to determine how the superseded data were derived.
 GF0242
 GF0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA829555(NAD 83)
 GF0242_MARKER: DB = BENCH MARK DISK
 GF0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0242_STAMPING: M 61 1934
 GF0242_MARK LOGO: CGS   
 GF0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0242+STABILITY: SURFACE MOTION
 GF0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0242+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2005
 GF0242
 GF0242  HISTORY     - Date     Condition        Report By
 GF0242  HISTORY     - 1934     MONUMENTED       CGS
 GF0242  HISTORY     - 19921202 GOOD             LOCENG
 GF0242  HISTORY     - 20050424 GOOD             USPSQD
 GF0242
 GF0242                          STATION DESCRIPTION
 GF0242
 GF0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0242'1.6 MI FROM BRANSON.
 GF0242'1.6 MILES EAST ALONG STATE HIGHWAY 80 FROM THE WATER TANK AT
 GF0242'BRANSON, TANEY COUNTY, 100 FEET WEST OF THE WEST END OF A
 GF0242'SHARP CURVE, 105 FEET EAST OF THE CENTERLINE OF A CLAY-PIPE
 GF0242'CULVERT, 27.9 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GF0242'AND 1.4 FEET SOUTH OF A PROPERTY LINE FENCE.  A STANDARD DISK,
 GF0242'STAMPED M 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GF0242
 GF0242                          STATION RECOVERY (1992)
 GF0242
 GF0242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (ML)
 GF0242'TO REACH THE STATION FROM THE WATER TANK AT BRANSON, GO EAST 1.6 MILES
 GF0242'ALONG STATE RTE. 76 TO A OZARK MEMORIAL PARK  CEMETARY ON THE RIGHT
 GF0242'THE STATION IS ON THE LEFT. THE REST OF THE DESCRIPTION IS OK EXCEPT
 GF0242'THE PROPERTY LINE FENCE IS GONE.
 GF0242
 GF0242                          STATION RECOVERY (2005)
 GF0242
 GF0242'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 GF0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0170 ***********************************************************************
 GF0170  DESIGNATION -  M 62
 GF0170  PID         -  GF0170
 GF0170  STATE/COUNTY-  MO/DOUGLAS
 GF0170  USGS QUAD   -  BROWNBRANCH (1982)
 GF0170
 GF0170                         *CURRENT SURVEY CONTROL
 GF0170  ___________________________________________________________________
 GF0170* NAD 83(1986)-  36 48 48.     (N)    092 49 40.     (W)     SCALED    
 GF0170* NAVD 88     -       325.546  (meters)    1068.06   (feet)  ADJUSTED  
 GF0170  ___________________________________________________________________
 GF0170  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GF0170  DYNAMIC HT  -         325.278 (meters)    1067.18  (feet)  COMP
 GF0170  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 GF0170
 GF0170  VERT ORDER  -  SECOND    CLASS 0
 GF0170
 GF0170.The horizontal coordinates were scaled from a topographic map and have
 GF0170.an estimated accuracy of +/- 6 seconds.
 GF0170
 GF0170.The orthometric height was determined by differential leveling
 GF0170.and adjusted by the National Geodetic Survey in June 1991..
 GF0170
 GF0170.The geoid height was determined by GEOID03.
 GF0170
 GF0170.The dynamic height is computed by dividing the NAVD 88
 GF0170.geopotential number by the normal gravity value computed on the
 GF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0170.degrees latitude (g = 980.6199 gals.).
 GF0170
 GF0170.The modeled gravity was interpolated from observed gravity values.
 GF0170
 GF0170;                    North         East    Units  Estimated Accuracy
 GF0170;SPC MO C     -   108,790.      470,760.      MT  (+/- 180 meters Scaled)
 GF0170
 GF0170                          SUPERSEDED SURVEY CONTROL
 GF0170
 GF0170  NGVD 29 (??/??/92)  325.412  (m)         1067.62   (f) ADJ UNCH    2 0
 GF0170
 GF0170.Superseded values are not recommended for survey control.
 GF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0170.See file dsdata.txt to determine how the superseded data were derived.
 GF0170
 GF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA153741(NAD 83)
 GF0170_MARKER: DB = BENCH MARK DISK
 GF0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0170_STAMPING: M 62 1934
 GF0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0170+STABILITY: SURFACE MOTION
 GF0170
 GF0170  HISTORY     - Date     Condition        Report By
 GF0170  HISTORY     - 1934     MONUMENTED       CGS
 GF0170
 GF0170                          STATION DESCRIPTION
 GF0170
 GF0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0170'7.7 MI NE FROM BRADLEYVILLE.
 GF0170'7.7 MILES NORTHEAST ALONG STATE HIGHWAY 76 FROM THE JUNCTION
 GF0170'WITH COUNTY HIGHWAY A AT BRADLEYVILLE, TANEY COUNTY, 0.5 MILE
 GF0170'NORTH OF THE TANEY-DOUGLAS COUNTY LINE, 150 FEET NORTH OF THE
 GF0170'JUNCTION WITH A FARM ROAD LEADING EAST, IN AN OLD ROADBED, 28
 GF0170'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A
 GF0170'PROPERTY-LINE FENCE, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 GF0170'DISK, STAMPED M 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0195 ***********************************************************************
 GF0195  DESIGNATION -  M 63
 GF0195  PID         -  GF0195
 GF0195  STATE/COUNTY-  MO/DOUGLAS
 GF0195  USGS QUAD   -  SMALLETT (1982)
 GF0195
 GF0195                         *CURRENT SURVEY CONTROL
 GF0195  ___________________________________________________________________
 GF0195* NAD 83(1986)-  36 52 22.     (N)    092 39 02.     (W)     SCALED    
 GF0195* NAVD 88     -       383.946  (meters)    1259.66   (feet)  ADJUSTED  
 GF0195  ___________________________________________________________________
 GF0195  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 GF0195  DYNAMIC HT  -         383.628 (meters)    1258.62  (feet)  COMP
 GF0195  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 GF0195
 GF0195  VERT ORDER  -  SECOND    CLASS 0
 GF0195
 GF0195.The horizontal coordinates were scaled from a topographic map and have
 GF0195.an estimated accuracy of +/- 6 seconds.
 GF0195
 GF0195.The orthometric height was determined by differential leveling
 GF0195.and adjusted by the National Geodetic Survey in June 1991..
 GF0195
 GF0195.The geoid height was determined by GEOID03.
 GF0195
 GF0195.The dynamic height is computed by dividing the NAVD 88
 GF0195.geopotential number by the normal gravity value computed on the
 GF0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0195.degrees latitude (g = 980.6199 gals.).
 GF0195
 GF0195.The modeled gravity was interpolated from observed gravity values.
 GF0195
 GF0195;                    North         East    Units  Estimated Accuracy
 GF0195;SPC MO C     -   115,350.      486,580.      MT  (+/- 180 meters Scaled)
 GF0195
 GF0195                          SUPERSEDED SURVEY CONTROL
 GF0195
 GF0195  NGVD 29 (??/??/92)  383.803  (m)         1259.19   (f) ADJ UNCH    2 0
 GF0195
 GF0195.Superseded values are not recommended for survey control.
 GF0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0195.See file dsdata.txt to determine how the superseded data were derived.
 GF0195
 GF0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA311808(NAD 83)
 GF0195_MARKER: DB = BENCH MARK DISK
 GF0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GF0195_SP_SET: CULVERT
 GF0195_STAMPING: M 63 1934
 GF0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0195
 GF0195  HISTORY     - Date     Condition        Report By
 GF0195  HISTORY     - 1934     MONUMENTED       CGS
 GF0195
 GF0195                          STATION DESCRIPTION
 GF0195
 GF0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0195'7.2 MI S FROM AVA.
 GF0195'7.2 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 GF0195'AVA, DOUGLAS COUNTY, 43.2 FEET SOUTHWEST OF THE INTERSECTION
 GF0195'WITH A COUNTY ROAD, AT A CULVERT BOX HIGHWAY CULVERT, IN THE TOP
 GF0195'OF THE EAST END OF THE SOUTH HEADWALL, AND 0.6 FOOT WEST OF THE
 GF0195'EAST END.  A STANDARD DISK, STAMPED M 63 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0715 ***********************************************************************
 HD0715  DESIGNATION -  M 64
 HD0715  PID         -  HD0715
 HD0715  STATE/COUNTY-  MO/CHRISTIAN
 HD0715  USGS QUAD   -  OZARK (1975)
 HD0715
 HD0715                         *CURRENT SURVEY CONTROL
 HD0715  ___________________________________________________________________
 HD0715* NAD 83(1986)-  37 01 28.     (N)    093 12 31.     (W)     SCALED    
 HD0715* NAVD 88     -       338.696  (meters)    1111.21   (feet)  ADJUSTED  
 HD0715  ___________________________________________________________________
 HD0715  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 HD0715  DYNAMIC HT  -         338.416 (meters)    1110.29  (feet)  COMP
 HD0715  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 HD0715
 HD0715  VERT ORDER  -  SECOND    CLASS 0
 HD0715
 HD0715.The horizontal coordinates were scaled from a topographic map and have
 HD0715.an estimated accuracy of +/- 6 seconds.
 HD0715
 HD0715.The orthometric height was determined by differential leveling
 HD0715.and adjusted by the National Geodetic Survey in June 1991..
 HD0715
 HD0715.The geoid height was determined by GEOID03.
 HD0715
 HD0715.The dynamic height is computed by dividing the NAVD 88
 HD0715.geopotential number by the normal gravity value computed on the
 HD0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0715.degrees latitude (g = 980.6199 gals.).
 HD0715
 HD0715.The modeled gravity was interpolated from observed gravity values.
 HD0715
 HD0715;                    North         East    Units  Estimated Accuracy
 HD0715;SPC MO C     -   132,400.      436,950.      MT  (+/- 180 meters Scaled)
 HD0715
 HD0715                          SUPERSEDED SURVEY CONTROL
 HD0715
 HD0715  NGVD 29 (??/??/92)  338.555  (m)         1110.74   (f) ADJ UNCH    2 0
 HD0715
 HD0715.Superseded values are not recommended for survey control.
 HD0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0715.See file dsdata.txt to determine how the superseded data were derived.
 HD0715
 HD0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA814976(NAD 83)
 HD0715_MARKER: DB = BENCH MARK DISK
 HD0715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HD0715_SP_SET: ABUTMENT
 HD0715_STAMPING: M 64 1934
 HD0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HD0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0715+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 HD0715
 HD0715  HISTORY     - Date     Condition        Report By
 HD0715  HISTORY     - 1934     MONUMENTED       CGS
 HD0715  HISTORY     - 20060307 GOOD             MODNR
 HD0715
 HD0715                          STATION DESCRIPTION
 HD0715
 HD0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0715'0.6 MI NW FROM OZARK.
 HD0715'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 65 FROM THE COURTHOUSE AT
 HD0715'OZARK, CHRISTIAN COUNTY, AT BRIDGE G 325 OVER FINLEY CREEK, IN
 HD0715'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT, 12.6 FEET SOUTH OF
 HD0715'THE CENTERLINE OF THE BRIDGE, AND ABOUT 3.2 FEET LOWER THAN THE
 HD0715'FLOOR OF THE BRIDGE.  A STANDARD DISK, STAMPED M 64 1934.
 HD0715
 HD0715                          STATION RECOVERY (2006)
 HD0715
 HD0715'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (DDP)
 HD0715'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0288 ***********************************************************************
 GF0288  DESIGNATION -  M 65
 GF0288  PID         -  GF0288
 GF0288  STATE/COUNTY-  MO/TANEY
 GF0288  USGS QUAD   -  FORSYTH (1989)
 GF0288
 GF0288                         *CURRENT SURVEY CONTROL
 GF0288  ___________________________________________________________________
 GF0288* NAD 83(1986)-  36 41 48.     (N)    093 07 22.     (W)     SCALED    
 GF0288* NAVD 88     -       290.202  (meters)     952.10   (feet)  ADJUSTED  
 GF0288  ___________________________________________________________________
 GF0288  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GF0288  DYNAMIC HT  -         289.959 (meters)     951.31  (feet)  COMP
 GF0288  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 GF0288
 GF0288  VERT ORDER  -  SECOND    CLASS 0
 GF0288
 GF0288.The horizontal coordinates were scaled from a topographic map and have
 GF0288.an estimated accuracy of +/- 6 seconds.
 GF0288
 GF0288.The orthometric height was determined by differential leveling
 GF0288.and adjusted by the National Geodetic Survey in June 1991..
 GF0288
 GF0288.The geoid height was determined by GEOID03.
 GF0288
 GF0288.The dynamic height is computed by dividing the NAVD 88
 GF0288.geopotential number by the normal gravity value computed on the
 GF0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0288.degrees latitude (g = 980.6199 gals.).
 GF0288
 GF0288.The modeled gravity was interpolated from observed gravity values.
 GF0288
 GF0288;                    North         East    Units  Estimated Accuracy
 GF0288;SPC MO C     -    95,970.      444,350.      MT  (+/- 180 meters Scaled)
 GF0288
 GF0288                          SUPERSEDED SURVEY CONTROL
 GF0288
 GF0288  NGVD 29 (??/??/92)  290.071  (m)          951.67   (f) ADJ UNCH    2 0
 GF0288
 GF0288.Superseded values are not recommended for survey control.
 GF0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0288.See file dsdata.txt to determine how the superseded data were derived.
 GF0288
 GF0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA890612(NAD 83)
 GF0288_MARKER: DB = BENCH MARK DISK
 GF0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0288_STAMPING: M 65 1934
 GF0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0288+STABILITY: SURFACE MOTION
 GF0288
 GF0288  HISTORY     - Date     Condition        Report By
 GF0288  HISTORY     - 1934     MONUMENTED       CGS
 GF0288
 GF0288                          STATION DESCRIPTION
 GF0288
 GF0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0288'2.1 MI NW FROM FORSYTH.
 GF0288'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 76 FROM THE COUNTY
 GF0288'COURTHOUSE AT FORSYTH, TANEY COUNTY, AT THE CROSSING OF A ROW OF
 GF0288'POWERLINE POLES, 110 FEET SOUTHWEST OF A POWERLINE POLE IN
 GF0288'LINE WITH THE EAST FENCE, 30.2 FEET WEST OF THE CENTERLINE OF THE
 GF0288'HIGHWAY, 47.6 FEET SOUTHEAST OF A FENCE CORNER WEST OF THE
 GF0288'HIGHWAY, AND 1 FOOT EAST OF THE PROPERTY LINE FENCE.  A STANDARD
 GF0288'DISK, STAMPED M 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0700 ***********************************************************************
 GE0700  DESIGNATION -  M 66
 GE0700  PID         -  GE0700
 GE0700  STATE/COUNTY-  MO/HOWELL
 GE0700  USGS QUAD   -  SOUTH FORK (1983)
 GE0700
 GE0700                         *CURRENT SURVEY CONTROL
 GE0700  ___________________________________________________________________
 GE0700* NAD 83(1986)-  36 42 06.     (N)    091 53 16.     (W)     SCALED    
 GE0700* NAVD 88     -       314.369  (meters)    1031.39   (feet)  ADJUSTED  
 GE0700  ___________________________________________________________________
 GE0700  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GE0700  DYNAMIC HT  -         314.101 (meters)    1030.51  (feet)  COMP
 GE0700  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 GE0700
 GE0700  VERT ORDER  -  SECOND    CLASS 0
 GE0700
 GE0700.The horizontal coordinates were scaled from a topographic map and have
 GE0700.an estimated accuracy of +/- 6 seconds.
 GE0700
 GE0700.The orthometric height was determined by differential leveling
 GE0700.and adjusted by the National Geodetic Survey in June 1991..
 GE0700
 GE0700.The geoid height was determined by GEOID03.
 GE0700
 GE0700.The dynamic height is computed by dividing the NAVD 88
 GE0700.geopotential number by the normal gravity value computed on the
 GE0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0700.degrees latitude (g = 980.6199 gals.).
 GE0700
 GE0700.The modeled gravity was interpolated from observed gravity values.
 GE0700
 GE0700;                    North         East    Units  Estimated Accuracy
 GE0700;SPC MO C     -    96,520.      554,700.      MT  (+/- 180 meters Scaled)
 GE0700
 GE0700                          SUPERSEDED SURVEY CONTROL
 GE0700
 GE0700  NGVD 29 (??/??/92)  314.209  (m)         1030.87   (f) ADJ UNCH    2 0
 GE0700
 GE0700.Superseded values are not recommended for survey control.
 GE0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0700.See file dsdata.txt to determine how the superseded data were derived.
 GE0700
 GE0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA993623(NAD 83)
 GE0700_MARKER: DB = BENCH MARK DISK
 GE0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0700_SP_SET: BRIDGE
 GE0700_STAMPING: M 66 1934
 GE0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0700
 GE0700  HISTORY     - Date     Condition        Report By
 GE0700  HISTORY     - 1934     MONUMENTED       CGS
 GE0700  HISTORY     - 20060206 MARK NOT FOUND   MODNR
 GE0700
 GE0700                          STATION DESCRIPTION
 GE0700
 GE0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0700'3.1 MI SW FROM WEST PLAINS.
 GE0700'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 GE0700'AT WEST PLAINS, HOWELL COUNTY, AT BRIDGE G 532, 1 FOOT WEST
 GE0700'OF THE SOUTH END OF THE WEST GUARD RAIL, AND IN THE TOP OF THE
 GE0700'WEST END OF THE SOUTH WINGWALL.  A STANDARD DISK, STAMPED M 66
 GE0700'1934.
 GE0700
 GE0700                          STATION RECOVERY (2006)
 GE0700
 GE0700'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0360 ***********************************************************************
 GE0360  DESIGNATION -  M 67
 GE0360  PID         -  GE0360
 GE0360  STATE/COUNTY-  MO/RIPLEY
 GE0360  USGS QUAD   -  POYNOR (1997)
 GE0360
 GE0360                         *CURRENT SURVEY CONTROL
 GE0360  ___________________________________________________________________
 GE0360* NAD 83(1986)-  36 32 35.     (N)    090 53 30.     (W)     SCALED    
 GE0360* NAVD 88     -       111.175  (meters)     364.75   (feet)  ADJUSTED  
 GE0360  ___________________________________________________________________
 GE0360  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 GE0360  DYNAMIC HT  -         111.084 (meters)     364.45  (feet)  COMP
 GE0360  MODELED GRAV-     979,811.8   (mgal)                       NAVD 88
 GE0360
 GE0360  VERT ORDER  -  SECOND    CLASS 0
 GE0360
 GE0360.The horizontal coordinates were scaled from a topographic map and have
 GE0360.an estimated accuracy of +/- 6 seconds.
 GE0360
 GE0360.The orthometric height was determined by differential leveling
 GE0360.and adjusted by the National Geodetic Survey in June 1991..
 GE0360
 GE0360.The geoid height was determined by GEOID03.
 GE0360
 GE0360.The dynamic height is computed by dividing the NAVD 88
 GE0360.geopotential number by the normal gravity value computed on the
 GE0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0360.degrees latitude (g = 980.6199 gals.).
 GE0360
 GE0360.The modeled gravity was interpolated from observed gravity values.
 GE0360
 GE0360;                    North         East    Units  Estimated Accuracy
 GE0360;SPC MO E     -    78,820.      214,930.      MT  (+/- 180 meters Scaled)
 GE0360
 GE0360                          SUPERSEDED SURVEY CONTROL
 GE0360
 GE0360  NGVD 29 (??/??/92)  111.092  (m)          364.47   (f) ADJ UNCH    2 0
 GE0360
 GE0360.Superseded values are not recommended for survey control.
 GE0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0360.See file dsdata.txt to determine how the superseded data were derived.
 GE0360
 GE0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA887462(NAD 83)
 GE0360_MARKER: DB = BENCH MARK DISK
 GE0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0360_SP_SET: BRIDGE
 GE0360_STAMPING: M 67 1934
 GE0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0360+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 GE0360
 GE0360  HISTORY     - Date     Condition        Report By
 GE0360  HISTORY     - 1934     MONUMENTED       CGS
 GE0360  HISTORY     - 20020420 GOOD             USACE
 GE0360
 GE0360                          STATION DESCRIPTION
 GE0360
 GE0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0360'6.9 MI S FROM DONIPHAN.
 GE0360'6.9 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE BRIDGE OVER
 GE0360'CURRENT RIVER AT DONIPHAN, RIPLEY COUNTY, 1.9 MILES NORTH OF THE
 GE0360'POST OFFICE AT POYNOR, AT BRIDGE U 958, 1 FOOT WEST OF THE SOUTH
 GE0360'END OF THE WEST GUARD RAIL, AND IN THE TOP OF THE CONCRETE
 GE0360'WINGWALL.  A STANDARD DISK, STAMPED M 67 1934.
 GE0360
 GE0360                          STATION RECOVERY (2002)
 GE0360
 GE0360'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5269 ***********************************************************************
 DG5269  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5269  DESIGNATION -  M 67X
 DG5269  PID         -  DG5269
 DG5269  STATE/COUNTY-  MO/RIPLEY
 DG5269  USGS QUAD   -  POYNOR (1997)
 DG5269
 DG5269                         *CURRENT SURVEY CONTROL
 DG5269  ___________________________________________________________________
 DG5269* NAD 83(1997)-  36 32 30.40443(N)    090 53 30.35281(W)     ADJUSTED  
 DG5269* NAVD 88     -       110.61   (meters)     362.9    (feet)  GPS OBS   
 DG5269  ___________________________________________________________________
 DG5269  X           -     -79,849.031 (meters)                     COMP
 DG5269  Y           -  -5,129,876.985 (meters)                     COMP
 DG5269  Z           -   3,776,708.896 (meters)                     COMP
 DG5269  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DG5269  ELLIP HEIGHT-          81.53  (meters)          (04/05/04) GPS OBS
 DG5269  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG5269
 DG5269  HORZ ORDER  -  B
 DG5269  ELLP ORDER  -  FOURTH    CLASS I
 DG5269
 DG5269.The horizontal coordinates were established by GPS observations
 DG5269.and adjusted by the National Geodetic Survey in April 2004..
 DG5269
 DG5269.The orthometric height was determined by GPS observations and a
 DG5269.high-resolution geoid model using precise GPS observation and
 DG5269.processing techniques. It supersedes the leveled height previously
 DG5269.determined for this station.
 DG5269
 DG5269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5269
 DG5269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5269
 DG5269.The ellipsoidal height was determined by GPS observations
 DG5269.and is referenced to NAD 83.
 DG5269
 DG5269.The geoid height was determined by GEOID03.
 DG5269
 DG5269;                    North         East     Units Scale Factor Converg.
 DG5269;SPC MO E     -    78,677.056   214,922.496   MT  0.99994849   -0 13 59.7
 DG5269;UTM  15      - 4,046,110.151   688,714.595   MT  1.00003878   +1 15 20.3
 DG5269
 DG5269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5269!SPC MO E     -   0.99998720  x   0.99994849  =   0.99993570
 DG5269!UTM  15      -   0.99998720  x   1.00003878  =   1.00002598
 DG5269
 DG5269                          SUPERSEDED SURVEY CONTROL
 DG5269
 DG5269  NAVD 88 (04/05/04)  110.59   (m)          362.8    (f) LEVELING    3  
 DG5269
 DG5269.Superseded values are not recommended for survey control.
 DG5269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5269.See file dsdata.txt to determine how the superseded data were derived.
 DG5269
 DG5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8871546110(NAD 83)
 DG5269_MARKER: F = FLANGE-ENCASED ROD
 DG5269_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5269+WITH SETTING: INFORMATION.
 DG5269_STAMPING: M 67X 2002
 DG5269_MARK LOGO: USACE 
 DG5269_PROJECTION: RECESSED 8 CENTIMETERS
 DG5269_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5269+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2002
 DG5269_ROD/PIPE-DEPTH:  2.1 meters
 DG5269
 DG5269  HISTORY     - Date     Condition        Report By
 DG5269  HISTORY     - 20020608 MONUMENTED       EMCINC
 DG5269
 DG5269                          STATION DESCRIPTION
 DG5269
 DG5269'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5269'THE MARK IS LOCATED 4.0 KILOMETERS (2.5 MILES) SOUTHWEST OF DONIPHAN,
 DG5269'MISSOURI AND 6.45 KILOMETERS (4.0 MILES) NORTH OF MAYNARD, ARKANSAS.TO
 DG5269'REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 160 AND STATE
 DG5269'ROAD 21 NEAR THE WEST SIDE OF DONIPHAN, MISSOURI PROCEED SOUTH ON
 DG5269'STATE ROAD 21 FOR 10.2 KILOMETERS (6.35 MILES) TO THE MARK ON THE LEFT
 DG5269'ON THE EAST SHOULDER OF STATE ROAD 21.THE MARK IS 22.6 METERS (74.0
 DG5269'FEET) SOUTH, SOUTHEAST OF BENCH MARK M 67 ON THE SOUTHWEST CORNER OF A
 DG5269'CONCRETE BRIDGE, 20.8 METERS (68.2 FEET) SOUTH OF THE SOUTHWEST CORNER
 DG5269'OF A CONCRETE BRIDGE, 5.1 METERS (16.7 FEET) SOUTHEAST OF THE CENTER
 DG5269'OF STATE ROAD 21 AND 10.0 METERS (32.8 FEET) NORTHWEST OF A CARSONITE
 DG5269'WITNESS POST SET IN A BARBWIRE FENCE.THE MARK IS A MEMPHIS DISTRICT
 DG5269'CORPS OF ENGINEERS ALUMINUM CAP SET ON AN ALUMINUM ROD, RECESSED 0.1
 DG5269'METERS (0.3 FEET) BELOW GROUND.
 DG5269' 
 DG5269'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0431 ***********************************************************************
 GE0431  DESIGNATION -  M 68
 GE0431  PID         -  GE0431
 GE0431  STATE/COUNTY-  MO/OREGON
 GE0431  USGS QUAD   -  MANY SPRINGS (1997)
 GE0431
 GE0431                         *CURRENT SURVEY CONTROL
 GE0431  ___________________________________________________________________
 GE0431* NAD 83(1986)-  36 40 33.     (N)    091 20 10.     (W)     SCALED    
 GE0431* NAVD 88     -       216.410  (meters)     710.01   (feet)  ADJUSTED  
 GE0431  ___________________________________________________________________
 GE0431  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 GE0431  DYNAMIC HT  -         216.231 (meters)     709.42  (feet)  COMP
 GE0431  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GE0431
 GE0431  VERT ORDER  -  SECOND    CLASS 0
 GE0431
 GE0431.The horizontal coordinates were scaled from a topographic map and have
 GE0431.an estimated accuracy of +/- 6 seconds.
 GE0431
 GE0431.The orthometric height was determined by differential leveling
 GE0431.and adjusted by the National Geodetic Survey in June 1991..
 GE0431
 GE0431.The geoid height was determined by GEOID03.
 GE0431
 GE0431.The dynamic height is computed by dividing the NAVD 88
 GE0431.geopotential number by the normal gravity value computed on the
 GE0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0431.degrees latitude (g = 980.6199 gals.).
 GE0431
 GE0431.The modeled gravity was interpolated from observed gravity values.
 GE0431
 GE0431;                    North         East    Units  Estimated Accuracy
 GE0431;SPC MO E     -    93,810.      175,270.      MT  (+/- 180 meters Scaled)
 GE0431
 GE0431                          SUPERSEDED SURVEY CONTROL
 GE0431
 GE0431  NGVD 29 (??/??/92)  216.298  (m)          709.64   (f) ADJ UNCH    2 0
 GE0431
 GE0431.Superseded values are not recommended for survey control.
 GE0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0431.See file dsdata.txt to determine how the superseded data were derived.
 GE0431
 GE0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA486602(NAD 83)
 GE0431_MARKER: DB = BENCH MARK DISK
 GE0431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0431_SP_SET: BRIDGE
 GE0431_STAMPING: M 68 1934
 GE0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0431
 GE0431  HISTORY     - Date     Condition        Report By
 GE0431  HISTORY     - 1934     MONUMENTED       CGS
 GE0431
 GE0431                          STATION DESCRIPTION
 GE0431
 GE0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GE0431'4 MI E FROM ALTON.
 GE0431'4.0 MILES EAST ALONG STATE HIGHWAY 14 FROM THE COUNTY COURTHOUSE
 GE0431'AT ALTON, OREGON COUNTY, AT BRIDGE H 173 OVER WILLIAMS SPRINGS
 GE0431'0.5 FOOT SOUTHEAST OF THE EAST END OF THE SOUTH GUARD RAIL, IN
 GE0431'THE TOP OF THE CONCRETE WINGWALL, 15 FEET SOUTH OF THE CENTERLINE
 GE0431'OF THE HIGHWAY, AND 0.5 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 GE0431'DISK, STAMPED M 68 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0231 ***********************************************************************
 HD0231  DESIGNATION -  M 7
 HD0231  PID         -  HD0231
 HD0231  STATE/COUNTY-  MO/TEXAS
 HD0231  USGS QUAD   -  CABOOL NW (1985)
 HD0231
 HD0231                         *CURRENT SURVEY CONTROL
 HD0231  ___________________________________________________________________
 HD0231* NAD 83(1986)-  37 07 44.     (N)    092 14 07.     (W)     SCALED    
 HD0231* NAVD 88     -       444.961  (meters)    1459.84   (feet)  ADJUSTED  
 HD0231  ___________________________________________________________________
 HD0231  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HD0231  DYNAMIC HT  -         444.595 (meters)    1458.64  (feet)  COMP
 HD0231  MODELED GRAV-     979,794.5   (mgal)                       NAVD 88
 HD0231
 HD0231  VERT ORDER  -  FIRST     CLASS II
 HD0231
 HD0231.The horizontal coordinates were scaled from a topographic map and have
 HD0231.an estimated accuracy of +/- 6 seconds.
 HD0231
 HD0231.The orthometric height was determined by differential leveling
 HD0231.and adjusted by the National Geodetic Survey in June 1991..
 HD0231
 HD0231.The geoid height was determined by GEOID03.
 HD0231
 HD0231.The dynamic height is computed by dividing the NAVD 88
 HD0231.geopotential number by the normal gravity value computed on the
 HD0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0231.degrees latitude (g = 980.6199 gals.).
 HD0231
 HD0231.The modeled gravity was interpolated from observed gravity values.
 HD0231
 HD0231;                    North         East    Units  Estimated Accuracy
 HD0231;SPC MO C     -   143,790.      523,520.      MT  (+/- 180 meters Scaled)
 HD0231
 HD0231                          SUPERSEDED SURVEY CONTROL
 HD0231
 HD0231  NGVD 29 (??/??/92)  444.785  (m)         1459.27   (f) ADJ UNCH    1 2
 HD0231
 HD0231.Superseded values are not recommended for survey control.
 HD0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0231.See file dsdata.txt to determine how the superseded data were derived.
 HD0231
 HD0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB679094(NAD 83)
 HD0231_MARKER: DB = BENCH MARK DISK
 HD0231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HD0231_SP_SET: HEADWALL
 HD0231_STAMPING: M 7 1928 1459.265
 HD0231_MARK LOGO: CGS   
 HD0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0231+STABILITY: SURFACE MOTION
 HD0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD0231+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1989
 HD0231
 HD0231  HISTORY     - Date     Condition        Report By
 HD0231  HISTORY     - 1928     MONUMENTED       CGS
 HD0231  HISTORY     - 1934     GOOD             NGS
 HD0231  HISTORY     - 1977     GOOD             NGS
 HD0231  HISTORY     - 1977     GOOD             NGS
 HD0231  HISTORY     - 19890922 GOOD             NGS
 HD0231
 HD0231                          STATION DESCRIPTION
 HD0231
 HD0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HD0231'1.5 MI E FROM MOUNTAIN GROVE.
 HD0231'IN TEXAS COUNTY, 1.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HD0231'RAILWAY FROM THE STATION AT MOUNTAIN GROVE, WRIGHT COUNTY, AT
 HD0231'POLE 271-2, AT A CONCRETE CULVERT BUILT IN 1916, IN THE WEST END
 HD0231'OF THE NORTH HEADWALL, 13-1/2 FEET NORTH OF THE CENTERLINE OF THE
 HD0231'TRACK, AND 1 FOOT EAST OF THE WEST END OF THE HEADWALL.  A STANDARD
 HD0231'DISK, STAMPED 1459.265 M 7 1928.  NOTE-- THIS CULVERT AND A
 HD0231'NEARBY CULVERT UNDER U.S. HIGHWAY 60 ARE USED AS UNDER-GRADE CATTLE
 HD0231'CROSSINGS.
 HD0231
 HD0231                          STATION RECOVERY (1977)
 HD0231
 HD0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0231'RECOVERED IN GOOD CONDITION.
 HD0231
 HD0231                          STATION RECOVERY (1977)
 HD0231
 HD0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0231'RECOVERED IN GOOD CONDITION.
 HD0231
 HD0231                          STATION RECOVERY (1989)
 HD0231
 HD0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HD0231'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.7 KM
 HD0231'(1.70 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 HD0231'JUNCTION WITH STATE HIGHWAY 95 IN MOUNTAIN GROVE, IN TOP OF AND 0.3 M
 HD0231'(1.0 FT) EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A BOX
 HD0231'CULVERT, 3.5 M (11.5 FT) NORTH OF THE NEAR RAIL, AND 1.3 M (4.3 FT)
 HD0231'BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0245 ***********************************************************************
 JE0245  DESIGNATION -  M 7 B 1
 JE0245  PID         -  JE0245
 JE0245  STATE/COUNTY-  MO/JOHNSON
 JE0245  USGS QUAD   -  KINGSVILLE (1954)
 JE0245
 JE0245                         *CURRENT SURVEY CONTROL
 JE0245  ___________________________________________________________________
 JE0245* NAD 83(1986)-  38 39 50.     (N)    094 00 23.     (W)     SCALED    
 JE0245* NAVD 88     -       267.742  (meters)     878.42   (feet)  ADJUSTED  
 JE0245  ___________________________________________________________________
 JE0245  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JE0245  DYNAMIC HT  -         267.559 (meters)     877.82  (feet)  COMP
 JE0245  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 JE0245
 JE0245  VERT ORDER  -  SECOND    CLASS 0
 JE0245
 JE0245.The horizontal coordinates were scaled from a topographic map and have
 JE0245.an estimated accuracy of +/- 6 seconds.
 JE0245
 JE0245.The orthometric height was determined by differential leveling
 JE0245.and adjusted by the National Geodetic Survey in June 1991..
 JE0245
 JE0245.The geoid height was determined by GEOID03.
 JE0245
 JE0245.The dynamic height is computed by dividing the NAVD 88
 JE0245.geopotential number by the normal gravity value computed on the
 JE0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0245.degrees latitude (g = 980.6199 gals.).
 JE0245
 JE0245.The modeled gravity was interpolated from observed gravity values.
 JE0245
 JE0245;                    North         East    Units  Estimated Accuracy
 JE0245;SPC MO W     -   277,260.      892,960.      MT  (+/- 180 meters Scaled)
 JE0245
 JE0245                          SUPERSEDED SURVEY CONTROL
 JE0245
 JE0245  NGVD 29 (??/??/92)  267.63   (m)          878.0    (f) COMPUTED    2 0
 JE0245
 JE0245.Superseded values are not recommended for survey control.
 JE0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0245.See file dsdata.txt to determine how the superseded data were derived.
 JE0245
 JE0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC124799(NAD 83)
 JE0245_MARKER: Z = SEE DESCRIPTION
 JE0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0245_SP_SET: CONCRETE PEDESTAL
 JE0245_STAMPING: M 7 B 1
 JE0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0245
 JE0245  HISTORY     - Date     Condition        Report By
 JE0245  HISTORY     - UNK      MONUMENTED       DOD
 JE0245  HISTORY     - 1963     GOOD             NGS
 JE0245  HISTORY     - 20060811 GOOD             INDIV
 JE0245
 JE0245                          STATION DESCRIPTION
 JE0245
 JE0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0245'0.9 MI N FROM MEDFORD.
 JE0245'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JE0245'CROSSING AT MEDFORD, IN S 34, R 28 W, T 45 N, 0.1 MILE SOUTH OF
 JE0245'A T-ROAD JUNCTION, ON THE EAST SLOPE OF A SLIGHT HILL, 60 FEET
 JE0245'WEST OF THE CENTERLINE OF THE HIGHWAY, 31 FEET WEST OF A
 JE0245'NORTH-SOUTH FENCE, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JE0245'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH
 JE0245'AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
 JE0245
 JE0245                          STATION RECOVERY (2006)
 JE0245
 JE0245'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0245'CONCRETE PEDESTAL WAS RECOVERED AS DESCRIBED IN TEXT.  SOME SOIL
 JE0245'EROSION NEAR THE BASE HAS OCCURED, BUT POST IS STILL SOLID IN GROUND.
 JE0245'THREE BOLTS PROTRUDE FROM THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0241 ***********************************************************************
 JE0241  DESIGNATION -  M 7 B 2
 JE0241  PID         -  JE0241
 JE0241  STATE/COUNTY-  MO/JOHNSON
 JE0241  USGS QUAD   -  KINGSVILLE (1954)
 JE0241
 JE0241                         *CURRENT SURVEY CONTROL
 JE0241  ___________________________________________________________________
 JE0241* NAD 83(1986)-  38 40 01.     (N)    094 00 23.     (W)     SCALED    
 JE0241* NAVD 88     -       267.352  (meters)     877.14   (feet)  ADJUSTED  
 JE0241  ___________________________________________________________________
 JE0241  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JE0241  DYNAMIC HT  -         267.168 (meters)     876.53  (feet)  COMP
 JE0241  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JE0241
 JE0241  VERT ORDER  -  SECOND    CLASS 0
 JE0241
 JE0241.The horizontal coordinates were scaled from a topographic map and have
 JE0241.an estimated accuracy of +/- 6 seconds.
 JE0241
 JE0241.The orthometric height was determined by differential leveling
 JE0241.and adjusted by the National Geodetic Survey in June 1991..
 JE0241
 JE0241.The geoid height was determined by GEOID03.
 JE0241
 JE0241.The dynamic height is computed by dividing the NAVD 88
 JE0241.geopotential number by the normal gravity value computed on the
 JE0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0241.degrees latitude (g = 980.6199 gals.).
 JE0241
 JE0241.The modeled gravity was interpolated from observed gravity values.
 JE0241
 JE0241;                    North         East    Units  Estimated Accuracy
 JE0241;SPC MO W     -   277,590.      892,960.      MT  (+/- 180 meters Scaled)
 JE0241
 JE0241                          SUPERSEDED SURVEY CONTROL
 JE0241
 JE0241  NGVD 29 (??/??/92)  267.24   (m)          876.8    (f) COMPUTED    2 0
 JE0241
 JE0241.Superseded values are not recommended for survey control.
 JE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0241.See file dsdata.txt to determine how the superseded data were derived.
 JE0241
 JE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC124802(NAD 83)
 JE0241_MARKER: DZ = AZIMUTH MARK DISK
 JE0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0241_SP_SET: CONCRETE PEDESTAL
 JE0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0241
 JE0241  HISTORY     - Date     Condition        Report By
 JE0241  HISTORY     - UNK      MONUMENTED       DOD
 JE0241  HISTORY     - 1963     GOOD             NGS
 JE0241
 JE0241                          STATION DESCRIPTION
 JE0241
 JE0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0241'1.1 MI N FROM MEDFORD.
 JE0241'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JE0241'CROSSING AT MEDFORD, IN S 24, R 28 W, T 45 N, 0.1 MILE NORTH
 JE0241'OF A T-JUNCTION OF ROADS, ON THE SOUTHEAST SLOPE OF A SLIGHT
 JE0241'HILL, 189 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 153 FEET
 JE0241'WEST OF A NORTH-SOUTH FENCE, ABOUT 8 FEET ABOVE THE LEVEL OF
 JE0241'THE HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 JE0241'USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0243 ***********************************************************************
 JE0243  DESIGNATION -  M 7 Z
 JE0243  PID         -  JE0243
 JE0243  STATE/COUNTY-  MO/JOHNSON
 JE0243  USGS QUAD   -  KINGSVILLE (1954)
 JE0243
 JE0243                         *CURRENT SURVEY CONTROL
 JE0243  ___________________________________________________________________
 JE0243* NAD 83(1986)-  38 40 05.     (N)    094 00 38.     (W)     SCALED    
 JE0243* NAVD 88     -       274.878  (meters)     901.83   (feet)  ADJUSTED  
 JE0243  ___________________________________________________________________
 JE0243  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JE0243  DYNAMIC HT  -         274.690 (meters)     901.21  (feet)  COMP
 JE0243  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 JE0243
 JE0243  VERT ORDER  -  SECOND    CLASS 0
 JE0243
 JE0243.The horizontal coordinates were scaled from a topographic map and have
 JE0243.an estimated accuracy of +/- 6 seconds.
 JE0243
 JE0243.The orthometric height was determined by differential leveling
 JE0243.and adjusted by the National Geodetic Survey in June 1991..
 JE0243
 JE0243.The geoid height was determined by GEOID03.
 JE0243
 JE0243.The dynamic height is computed by dividing the NAVD 88
 JE0243.geopotential number by the normal gravity value computed on the
 JE0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0243.degrees latitude (g = 980.6199 gals.).
 JE0243
 JE0243.The modeled gravity was interpolated from observed gravity values.
 JE0243
 JE0243;                    North         East    Units  Estimated Accuracy
 JE0243;SPC MO W     -   277,720.      892,590.      MT  (+/- 180 meters Scaled)
 JE0243
 JE0243                          SUPERSEDED SURVEY CONTROL
 JE0243
 JE0243  NGVD 29 (??/??/92)  274.77   (m)          901.5    (f) COMPUTED    2 0
 JE0243
 JE0243.Superseded values are not recommended for survey control.
 JE0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0243.See file dsdata.txt to determine how the superseded data were derived.
 JE0243
 JE0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC120804(NAD 83)
 JE0243_MARKER: DS = TRIANGULATION STATION DISK
 JE0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0243_STAMPING: M 7 Z 1963
 JE0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0243+STABILITY: SURFACE MOTION
 JE0243
 JE0243  HISTORY     - Date     Condition        Report By
 JE0243  HISTORY     - 1963     MONUMENTED       CGS
 JE0243
 JE0243                          STATION DESCRIPTION
 JE0243
 JE0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0243'1.3 MI N FROM MEDFORD.
 JE0243'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JE0243'CROSSING AT MEDFORD, THENCE 0.2 MILE WEST ALONG A GRAVELED
 JE0243'COUNTY ROAD, THENCE 0.1 MILE NORTH ALONG A PRIVATE DRIVEWAY,
 JE0243'IN S 27, R 28 W, T 45 N, 41.5 FEET SOUTHEAST OF R.M. 2, 55.0
 JE0243'FEET NORTHEAST OF R.M. 1, 13.5 FEET NORTHEAST OF A FENCE CORNER,
 JE0243'5.0 FEET EAST OF A NORTH-SOUTH FENCE, AND SET IN THE TOP OF A
 JE0243'CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0244 ***********************************************************************
 JE0244  DESIGNATION -  M 7 Z RM 1
 JE0244  PID         -  JE0244
 JE0244  STATE/COUNTY-  MO/JOHNSON
 JE0244  USGS QUAD   -  KINGSVILLE (1954)
 JE0244
 JE0244                         *CURRENT SURVEY CONTROL
 JE0244  ___________________________________________________________________
 JE0244* NAD 83(1986)-  38 40 03.     (N)    094 00 37.     (W)     SCALED    
 JE0244* NAVD 88     -       275.406  (meters)     903.56   (feet)  ADJUSTED  
 JE0244  ___________________________________________________________________
 JE0244  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JE0244  DYNAMIC HT  -         275.218 (meters)     902.94  (feet)  COMP
 JE0244  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 JE0244
 JE0244  VERT ORDER  -  SECOND    CLASS 0
 JE0244
 JE0244.The horizontal coordinates were scaled from a topographic map and have
 JE0244.an estimated accuracy of +/- 6 seconds.
 JE0244
 JE0244.The orthometric height was determined by differential leveling
 JE0244.and adjusted by the National Geodetic Survey in June 1991..
 JE0244
 JE0244.The geoid height was determined by GEOID03.
 JE0244
 JE0244.The dynamic height is computed by dividing the NAVD 88
 JE0244.geopotential number by the normal gravity value computed on the
 JE0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0244.degrees latitude (g = 980.6199 gals.).
 JE0244
 JE0244.The modeled gravity was interpolated from observed gravity values.
 JE0244
 JE0244;                    North         East    Units  Estimated Accuracy
 JE0244;SPC MO W     -   277,650.      892,620.      MT  (+/- 180 meters Scaled)
 JE0244
 JE0244                          SUPERSEDED SURVEY CONTROL
 JE0244
 JE0244  NGVD 29 (??/??/92)  275.30   (m)          903.2    (f) COMPUTED    2 0
 JE0244
 JE0244.Superseded values are not recommended for survey control.
 JE0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0244.See file dsdata.txt to determine how the superseded data were derived.
 JE0244
 JE0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC121803(NAD 83)
 JE0244_MARKER: DR = REFERENCE MARK DISK
 JE0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0244_STAMPING: M 7 Z NO 1 1963
 JE0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0244+STABILITY: SURFACE MOTION
 JE0244
 JE0244  HISTORY     - Date     Condition        Report By
 JE0244  HISTORY     - 1963     MONUMENTED       CGS
 JE0244
 JE0244                          STATION DESCRIPTION
 JE0244
 JE0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0244'1.3 MI N FROM MEDFORD.
 JE0244'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JE0244'CROSSING AT MEDFORD, THENCE 0.2 MILE WEST ALONG A GRAVELED
 JE0244'COUNTY ROAD, THENCE 0.1 MILE NORTH ALONG A PRIVATE DRIVEWAY,
 JE0244'IN S 27, R 28 W, T 45 N, 71.0 FEET SOUTHWEST ACROSS A FENCE
 JE0244'FROM R.M. 2, 55.0 FEET SOUTHWEST ACROSS A FENCE FROM THE STATION
 JE0244'MARK, 1.0 FOOT NORTH OF AN EAST-WEST FENCE, AND SET IN THE TOP
 JE0244'OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0242 ***********************************************************************
 JE0242  DESIGNATION -  M 7 Z RM 2
 JE0242  PID         -  JE0242
 JE0242  STATE/COUNTY-  MO/JOHNSON
 JE0242  USGS QUAD   -  KINGSVILLE (1954)
 JE0242
 JE0242                         *CURRENT SURVEY CONTROL
 JE0242  ___________________________________________________________________
 JE0242* NAD 83(1986)-  38 40 02.     (N)    094 00 37.     (W)     SCALED    
 JE0242* NAVD 88     -       275.035  (meters)     902.34   (feet)  ADJUSTED  
 JE0242  ___________________________________________________________________
 JE0242  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JE0242  DYNAMIC HT  -         274.847 (meters)     901.73  (feet)  COMP
 JE0242  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JE0242
 JE0242  VERT ORDER  -  SECOND    CLASS 0
 JE0242
 JE0242.The horizontal coordinates were scaled from a topographic map and have
 JE0242.an estimated accuracy of +/- 6 seconds.
 JE0242
 JE0242.The orthometric height was determined by differential leveling
 JE0242.and adjusted by the National Geodetic Survey in June 1991..
 JE0242
 JE0242.The geoid height was determined by GEOID03.
 JE0242
 JE0242.The dynamic height is computed by dividing the NAVD 88
 JE0242.geopotential number by the normal gravity value computed on the
 JE0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0242.degrees latitude (g = 980.6199 gals.).
 JE0242
 JE0242.The modeled gravity was interpolated from observed gravity values.
 JE0242
 JE0242;                    North         East    Units  Estimated Accuracy
 JE0242;SPC MO W     -   277,620.      892,620.      MT  (+/- 180 meters Scaled)
 JE0242
 JE0242                          SUPERSEDED SURVEY CONTROL
 JE0242
 JE0242  NGVD 29 (??/??/92)  274.92   (m)          902.0    (f) COMPUTED    2 0
 JE0242
 JE0242.Superseded values are not recommended for survey control.
 JE0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0242.See file dsdata.txt to determine how the superseded data were derived.
 JE0242
 JE0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC121803(NAD 83)
 JE0242_MARKER: DR = REFERENCE MARK DISK
 JE0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0242_STAMPING: M 7 Z NO 2 1963
 JE0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0242+STABILITY: SURFACE MOTION
 JE0242
 JE0242  HISTORY     - Date     Condition        Report By
 JE0242  HISTORY     - 1963     MONUMENTED       CGS
 JE0242
 JE0242                          STATION DESCRIPTION
 JE0242
 JE0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0242'1.3 MI N FROM MEDFORD.
 JE0242'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD
 JE0242'CROSSING AT MEDFORD, THENCE 0.2 MILE WEST ALONG A GRAVELED COUNTY
 JE0242'ROAD, THENCE 0.1 MILE NORTH ALONG A PRIVATE DRIVEWAY, IN S 27,
 JE0242'R 28 W, T 45 N, 71.0 FEET NORTHEAST ACROSS A FENCE FROM R.M. 1,
 JE0242'41.5 FEET NORTHWEST OF THE STATION MARK, 1.0 FOOT EAST OF A
 JE0242'NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0242'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0094 ***********************************************************************
 LF0094  DESIGNATION -  M 71
 LF0094  PID         -  LF0094
 LF0094  STATE/COUNTY-  MO/GENTRY
 LF0094  USGS QUAD   -  GENTRY (1984)
 LF0094
 LF0094                         *CURRENT SURVEY CONTROL
 LF0094  ___________________________________________________________________
 LF0094* NAD 83(1986)-  40 20 56.     (N)    094 25 43.     (W)     SCALED    
 LF0094* NAVD 88     -       272.189  (meters)     893.01   (feet)  ADJUSTED  
 LF0094  ___________________________________________________________________
 LF0094  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 LF0094  DYNAMIC HT  -         272.044 (meters)     892.53  (feet)  COMP
 LF0094  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 LF0094
 LF0094  VERT ORDER  -  SECOND    CLASS 0
 LF0094
 LF0094.The horizontal coordinates were scaled from a topographic map and have
 LF0094.an estimated accuracy of +/- 6 seconds.
 LF0094
 LF0094.The orthometric height was determined by differential leveling
 LF0094.and adjusted by the National Geodetic Survey in June 1991..
 LF0094
 LF0094.The geoid height was determined by GEOID03.
 LF0094
 LF0094.The dynamic height is computed by dividing the NAVD 88
 LF0094.geopotential number by the normal gravity value computed on the
 LF0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0094.degrees latitude (g = 980.6199 gals.).
 LF0094
 LF0094.The modeled gravity was interpolated from observed gravity values.
 LF0094
 LF0094;                    North         East    Units  Estimated Accuracy
 LF0094;SPC MO W     -   464,210.      856,070.      MT  (+/- 180 meters Scaled)
 LF0094
 LF0094                          SUPERSEDED SURVEY CONTROL
 LF0094
 LF0094  NGVD 29 (??/??/92)  272.114  (m)          892.76   (f) ADJ UNCH    2 0
 LF0094
 LF0094.Superseded values are not recommended for survey control.
 LF0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0094.See file dsdata.txt to determine how the superseded data were derived.
 LF0094
 LF0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE786674(NAD 83)
 LF0094_MARKER: DB = BENCH MARK DISK
 LF0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0094_SP_SET: CULVERT
 LF0094_STAMPING: M 71 1935
 LF0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0094+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 LF0094
 LF0094  HISTORY     - Date     Condition        Report By
 LF0094  HISTORY     - 1935     MONUMENTED       CGS
 LF0094  HISTORY     - 20040204 GOOD             MODNR
 LF0094
 LF0094                          STATION DESCRIPTION
 LF0094
 LF0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0094'1.4 MI N FROM GENTRY.
 LF0094'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0094'RAILROAD FROM THE STATION AT GENTRY, 4 POLES SOUTHEAST OF
 LF0094'MILEPOST 56, 60 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 LF0094'AT A 1-1/2 FOOT SQUARE CONCRETE CULVERT UNDER A HIGHWAY, IN
 LF0094'THE CENTER OF THE TOP OF THE NORTHEAST HEADWALL, AND ABOUT 2
 LF0094'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED M 71 1935.
 LF0094
 LF0094                          STATION RECOVERY (2004)
 LF0094
 LF0094'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 LF0094'TO REACH FROM THE INTERSECTION OF MISSOURI ROUTES O AND YY ON THE
 LF0094'SOUTH EDGE OF THE TOWN OF GENTRY, MO. GO NORTH ALONG ROUTE YY FOR 1.5
 LF0094'MILES TO MARK ON THE RIGHT. AUTONOMOUS HAND HELD GPS POSITION IS LAT.
 LF0094'40 20 57.8, LONG. 94 25 42.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE0436 ***********************************************************************
 KE0436  DESIGNATION -  M 72
 KE0436  PID         -  KE0436
 KE0436  STATE/COUNTY-  MO/ANDREW
 KE0436  USGS QUAD   -  COSBY (1983)
 KE0436
 KE0436                         *CURRENT SURVEY CONTROL
 KE0436  ___________________________________________________________________
 KE0436* NAD 83(1986)-  39 51 50.     (N)    094 40 56.     (W)     SCALED    
 KE0436* NAVD 88     -       279.089  (meters)     915.64   (feet)  ADJUSTED  
 KE0436  ___________________________________________________________________
 KE0436  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KE0436  DYNAMIC HT  -         278.927 (meters)     915.11  (feet)  COMP
 KE0436  MODELED GRAV-     980,040.8   (mgal)                       NAVD 88
 KE0436
 KE0436  VERT ORDER  -  SECOND    CLASS 0
 KE0436
 KE0436.The horizontal coordinates were scaled from a topographic map and have
 KE0436.an estimated accuracy of +/- 6 seconds.
 KE0436
 KE0436.The orthometric height was determined by differential leveling
 KE0436.and adjusted by the National Geodetic Survey in June 1991..
 KE0436
 KE0436.The geoid height was determined by GEOID03.
 KE0436
 KE0436.The dynamic height is computed by dividing the NAVD 88
 KE0436.geopotential number by the normal gravity value computed on the
 KE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0436.degrees latitude (g = 980.6199 gals.).
 KE0436
 KE0436.The modeled gravity was interpolated from observed gravity values.
 KE0436
 KE0436;                    North         East    Units  Estimated Accuracy
 KE0436;SPC MO W     -   410,370.      834,410.      MT  (+/- 180 meters Scaled)
 KE0436
 KE0436                          SUPERSEDED SURVEY CONTROL
 KE0436
 KE0436  NGVD 29 (??/??/92)  278.991  (m)          915.32   (f) ADJ UNCH    2 0
 KE0436
 KE0436.Superseded values are not recommended for survey control.
 KE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0436.See file dsdata.txt to determine how the superseded data were derived.
 KE0436
 KE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE561140(NAD 83)
 KE0436_MARKER: DB = BENCH MARK DISK
 KE0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0436_STAMPING: M 72 1935
 KE0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0436+STABILITY: SURFACE MOTION
 KE0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0436+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 KE0436
 KE0436  HISTORY     - Date     Condition        Report By
 KE0436  HISTORY     - 1935     MONUMENTED       CGS
 KE0436  HISTORY     - 1959     GOOD             NGS
 KE0436  HISTORY     - 1981     GOOD             NGS
 KE0436  HISTORY     - 20041006 GOOD             MODNR
 KE0436
 KE0436                          STATION DESCRIPTION
 KE0436
 KE0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0436'AT COSBY.
 KE0436'AT COSBY, ANDREW COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 KE0436'RAILROAD, 103 FEET SOUTHWEST OF THE WEST CORNER OF A SHED WHICH
 KE0436'REPLACED DEPOT, AT THE MAIN STREET CROSSING, 41 FEET
 KE0436'NORTH-NORTHWEST OF A FLASHING CROSSING SIGNAL, 40 FEET NORTHWEST
 KE0436'OF THE NORTHWEST RAIL OF MAIN TRACK, 20 FEET SOUTHWEST OF
 KE0436'TELEPHONE POLE, 20 FEET NORTH OF CENTER OF EAST-WEST STREET,
 KE0436'AND 2.5 FEET EAST OF A POWER POLE.  A STANDARD DISK, STAMPED
 KE0436'M 72 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KE0436'INCHES.
 KE0436
 KE0436                          STATION RECOVERY (1981)
 KE0436
 KE0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KE0436'0.4 KM (0.25 MI) WEST ALONG ROAD 6 FROM THE POST OFFICE AT COSBY, 6.1
 KE0436'M (20 FT) NORTH OF THE CENTERLINE OF THE ROAD, 0.76 M (2.5 FT) EAST
 KE0436'FROM A POWERLINE POLE.
 KE0436
 KE0436                          STATION RECOVERY (2004)
 KE0436
 KE0436'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 KE0436'THE STATION IS LOCATED AT THE WEST EDGE OF COSBY, MO. IT IS 19 FEET
 KE0436'NORTH OF THE CENTER OF MISSOURI ROUTE O. 3.5 FEET EAST OF A NAIL AND
 KE0436'SHINER IN A POWER POLE. 0.6 FOOT SOUTH OF METAL WITNESS SIGN AND POST
 KE0436'AND 41.1 FEET NORTH-NORTHWEST OF A NAIL AND SHINER IN A POWER POLE.
 KE0436'AUTONOMOUS HAND HELD GPS POSITION LAT 39 51 50.7, LONG 94 40 57.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0625 ***********************************************************************
 KD0625  DESIGNATION -  M 74
 KD0625  PID         -  KD0625
 KD0625  STATE/COUNTY-  MO/RAY
 KD0625  USGS QUAD   -  RICHMOND (1979)
 KD0625
 KD0625                         *CURRENT SURVEY CONTROL
 KD0625  ___________________________________________________________________
 KD0625* NAD 83(1986)-  39 16 36.     (N)    093 59 00.     (W)     SCALED    
 KD0625* NAVD 88     -       248.824  (meters)     816.35   (feet)  ADJUSTED  
 KD0625  ___________________________________________________________________
 KD0625  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD0625  DYNAMIC HT  -         248.671 (meters)     815.85  (feet)  COMP
 KD0625  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 KD0625
 KD0625  VERT ORDER  -  SECOND    CLASS 0
 KD0625
 KD0625.The horizontal coordinates were scaled from a topographic map and have
 KD0625.an estimated accuracy of +/- 6 seconds.
 KD0625
 KD0625.The orthometric height was determined by differential leveling
 KD0625.and adjusted by the National Geodetic Survey in June 1991..
 KD0625
 KD0625.The geoid height was determined by GEOID03.
 KD0625
 KD0625.The dynamic height is computed by dividing the NAVD 88
 KD0625.geopotential number by the normal gravity value computed on the
 KD0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0625.degrees latitude (g = 980.6199 gals.).
 KD0625
 KD0625.The modeled gravity was interpolated from observed gravity values.
 KD0625
 KD0625;                    North         East    Units  Estimated Accuracy
 KD0625;SPC MO W     -   345,290.      894,580.      MT  (+/- 180 meters Scaled)
 KD0625
 KD0625                          SUPERSEDED SURVEY CONTROL
 KD0625
 KD0625  NGVD 29 (??/??/92)  248.731  (m)          816.04   (f) ADJ UNCH    2 0
 KD0625
 KD0625.Superseded values are not recommended for survey control.
 KD0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0625.See file dsdata.txt to determine how the superseded data were derived.
 KD0625
 KD0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD151479(NAD 83)
 KD0625_MARKER: DB = BENCH MARK DISK
 KD0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0625_STAMPING: M 74 1935
 KD0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0625+STABILITY: SURFACE MOTION
 KD0625
 KD0625  HISTORY     - Date     Condition        Report By
 KD0625  HISTORY     - 1935     MONUMENTED       CGS
 KD0625  HISTORY     - 1958     GOOD             NGS
 KD0625
 KD0625                          STATION DESCRIPTION
 KD0625
 KD0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KD0625'AT RICHMOND.
 KD0625'A NEW DESCRIPTION FOLLOWS--AT RICHMOND, ON THE ATCHISON, TOPEKA
 KD0625'AND SANTA FE RAILWAY, 55 FEET SOUTHWEST OF THE WEST CORNER
 KD0625'OF THE STATION, 31 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KD0625'MAIN TRACK, 19 FEET NORTHEAST OF THE CENTERLINE OF A SIDE TRACK,
 KD0625'3 FEET SOUTH OF A POLE, AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0827 ***********************************************************************
 KD0827  DESIGNATION -  M 77
 KD0827  PID         -  KD0827
 KD0827  STATE/COUNTY-  MO/DAVIESS
 KD0827  USGS QUAD   -  GALLATIN (1984)
 KD0827
 KD0827                         *CURRENT SURVEY CONTROL
 KD0827  ___________________________________________________________________
 KD0827* NAD 83(1986)-  39 55 45.     (N)    093 56 07.     (W)     SCALED    
 KD0827* NAVD 88     -       229.985  (meters)     754.54   (feet)  ADJUSTED  
 KD0827  ___________________________________________________________________
 KD0827  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD0827  DYNAMIC HT  -         229.853 (meters)     754.11  (feet)  COMP
 KD0827  MODELED GRAV-     980,047.2   (mgal)                       NAVD 88
 KD0827
 KD0827  VERT ORDER  -  SECOND    CLASS 0
 KD0827
 KD0827.The horizontal coordinates were scaled from a topographic map and have
 KD0827.an estimated accuracy of +/- 6 seconds.
 KD0827
 KD0827.The orthometric height was determined by differential leveling
 KD0827.and adjusted by the National Geodetic Survey in June 1991..
 KD0827
 KD0827.The geoid height was determined by GEOID03.
 KD0827
 KD0827.The dynamic height is computed by dividing the NAVD 88
 KD0827.geopotential number by the normal gravity value computed on the
 KD0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0827.degrees latitude (g = 980.6199 gals.).
 KD0827
 KD0827.The modeled gravity was interpolated from observed gravity values.
 KD0827
 KD0827;                    North         East    Units  Estimated Accuracy
 KD0827;SPC MO W     -   417,760.      898,270.      MT  (+/- 180 meters Scaled)
 KD0827
 KD0827                          SUPERSEDED SURVEY CONTROL
 KD0827
 KD0827  NGVD 29 (??/??/92)  229.922  (m)          754.34   (f) ADJ UNCH    2 0
 KD0827
 KD0827.Superseded values are not recommended for survey control.
 KD0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0827.See file dsdata.txt to determine how the superseded data were derived.
 KD0827
 KD0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE200203(NAD 83)
 KD0827_MARKER: DB = BENCH MARK DISK
 KD0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KD0827_SP_SET: BRIDGE
 KD0827_STAMPING: M 77 1935
 KD0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD0827
 KD0827  HISTORY     - Date     Condition        Report By
 KD0827  HISTORY     - 1935     MONUMENTED       CGS
 KD0827  HISTORY     - 1935     GOOD             NGS
 KD0827
 KD0827                          STATION DESCRIPTION
 KD0827
 KD0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KD0827'AT GALLATIN.
 KD0827'AT GALLATIN, DAVIESS COUNTY, EAST OF THE WABASH RAILROAD STATION,
 KD0827'NEAR THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 KD0827'150 FEET SOUTH OF THE TRACK, AT A BRIDGE ON STATE HIGHWAYS 6 AND
 KD0827'13, IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL OF THE 200-FOOT
 KD0827'HIGHWAY BRIDGE, AND LEVEL WITH THE HIGHWAYS.  A STANDARD DISK,
 KD0827'STAMPED M 77 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0861 ***********************************************************************
 KD0861  DESIGNATION -  M 79
 KD0861  PID         -  KD0861
 KD0861  STATE/COUNTY-  MO/CALDWELL
 KD0861  USGS QUAD   -  COWGILL (1984)
 KD0861
 KD0861                         *CURRENT SURVEY CONTROL
 KD0861  ___________________________________________________________________
 KD0861* NAD 83(1986)-  39 34 06.     (N)    093 54 04.     (W)     SCALED    
 KD0861* NAVD 88     -       277.804  (meters)     911.43   (feet)  ADJUSTED  
 KD0861  ___________________________________________________________________
 KD0861  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KD0861  DYNAMIC HT  -         277.636 (meters)     910.88  (feet)  COMP
 KD0861  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 KD0861
 KD0861  VERT ORDER  -  SECOND    CLASS 0
 KD0861
 KD0861.The horizontal coordinates were scaled from a topographic map and have
 KD0861.an estimated accuracy of +/- 6 seconds.
 KD0861
 KD0861.The orthometric height was determined by differential leveling
 KD0861.and adjusted by the National Geodetic Survey in June 1991..
 KD0861
 KD0861.The geoid height was determined by GEOID03.
 KD0861
 KD0861.The dynamic height is computed by dividing the NAVD 88
 KD0861.geopotential number by the normal gravity value computed on the
 KD0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0861.degrees latitude (g = 980.6199 gals.).
 KD0861
 KD0861.The modeled gravity was interpolated from observed gravity values.
 KD0861
 KD0861;                    North         East    Units  Estimated Accuracy
 KD0861;SPC MO W     -   377,710.      901,460.      MT  (+/- 180 meters Scaled)
 KD0861
 KD0861                          SUPERSEDED SURVEY CONTROL
 KD0861
 KD0861  NGVD 29 (??/??/92)  277.718  (m)          911.15   (f) ADJ UNCH    2 0
 KD0861
 KD0861.Superseded values are not recommended for survey control.
 KD0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0861.See file dsdata.txt to determine how the superseded data were derived.
 KD0861
 KD0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD225802(NAD 83)
 KD0861_MARKER: DB = BENCH MARK DISK
 KD0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0861_STAMPING: M 79 1935
 KD0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0861+STABILITY: SURFACE MOTION
 KD0861
 KD0861  HISTORY     - Date     Condition        Report By
 KD0861  HISTORY     - 1935     MONUMENTED       CGS
 KD0861  HISTORY     - 1964     MARK NOT FOUND   NGS
 KD0861  HISTORY     - 1981     MARK NOT FOUND   USGS
 KD0861
 KD0861                          STATION DESCRIPTION
 KD0861
 KD0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KD0861'1.7 MI E FROM COWGILL.
 KD0861'1.7 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 KD0861'RAILROAD FROM THE STATION AT COWGILL, CALDWELL COUNTY, TO A ROAD
 KD0861'CROSSING, 3 POLES SOUTHWEST OF MILEPOST 255, THENCE 80 FEET WEST
 KD0861'ALONG THE ROAD TO THE CROSSING OF THE RAILROAD RIGHT-OF-WAY
 KD0861'FENCE, THENCE 42 FEET NORTHEAST ALONG THE FENCE, 40 FEET SOUTHWEST
 KD0861'OF A 3-FOOT TREE ON THE FENCE LINE, 1 FOOT SOUTHEAST OF THE
 KD0861'FENCE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 KD0861'STAMPED M 79 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KD0861
 KD0861                          STATION RECOVERY (1964)
 KD0861
 KD0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0861'MARK NOT FOUND.
 KD0861
 KD0861                          STATION RECOVERY (1981)
 KD0861
 KD0861'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 KD0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0661 ***********************************************************************
 GE0661  DESIGNATION -  M 8
 GE0661  PID         -  GE0661
 GE0661  STATE/COUNTY-  MO/HOWELL
 GE0661  USGS QUAD   -  WEST PLAINS (1983)
 GE0661
 GE0661                         *CURRENT SURVEY CONTROL
 GE0661  ___________________________________________________________________
 GE0661* NAD 83(1986)-  36 43 58.     (N)    091 51 19.     (W)     SCALED    
 GE0661* NAVD 88     -       293.012  (meters)     961.32   (feet)  ADJUSTED  
 GE0661  ___________________________________________________________________
 GE0661  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 GE0661  DYNAMIC HT  -         292.763 (meters)     960.51  (feet)  COMP
 GE0661  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 GE0661
 GE0661  VERT ORDER  -  FIRST     CLASS II
 GE0661
 GE0661.The horizontal coordinates were scaled from a topographic map and have
 GE0661.an estimated accuracy of +/- 6 seconds.
 GE0661
 GE0661.The orthometric height was determined by differential leveling
 GE0661.and adjusted by the National Geodetic Survey in June 1991..
 GE0661
 GE0661.The geoid height was determined by GEOID03.
 GE0661
 GE0661.The dynamic height is computed by dividing the NAVD 88
 GE0661.geopotential number by the normal gravity value computed on the
 GE0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE0661.degrees latitude (g = 980.6199 gals.).
 GE0661
 GE0661.The modeled gravity was interpolated from observed gravity values.
 GE0661
 GE0661;                    North         East    Units  Estimated Accuracy
 GE0661;SPC MO C     -    99,990.      557,590.      MT  (+/- 180 meters Scaled)
 GE0661
 GE0661                          SUPERSEDED SURVEY CONTROL
 GE0661
 GE0661  NGVD 29 (??/??/92)  292.852  (m)          960.80   (f) ADJ UNCH    1 2
 GE0661
 GE0661.Superseded values are not recommended for survey control.
 GE0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0661.See file dsdata.txt to determine how the superseded data were derived.
 GE0661
 GE0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA022658(NAD 83)
 GE0661_MARKER: DB = BENCH MARK DISK
 GE0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GE0661_STAMPING: 960.799 M 8 1928
 GE0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0661+STABILITY: SURFACE MOTION
 GE0661
 GE0661  HISTORY     - Date     Condition        Report By
 GE0661  HISTORY     - 1928     MONUMENTED       CGS
 GE0661  HISTORY     - 1934     GOOD             NGS
 GE0661  HISTORY     - 1982     MARK NOT FOUND   USGS
 GE0661  HISTORY     - 20060208 MARK NOT FOUND   MODNR
 GE0661
 GE0661                          STATION DESCRIPTION
 GE0661
 GE0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GE0661'AT WEST PLAINS.
 GE0661'AT WEST PLAINS, HOWELL COUNTY, 0.3 MILE NORTHWEST OF THE ST.
 GE0661'LOUIS-SAN FRANCISCO RAILWAY STATION, 49 FEET EAST OF SEMAPHORE
 GE0661'314.2, OPPOSITE THE TANKS OF THE PURITY OIL COMPANY, 105 FEET
 GE0661'NORTHWEST OF THE CROSSING OF LINCOLN AVENUE, AT THE JUNCTION OF
 GE0661'LINCOLN AVENUE AND FIRST STREET, 76 FEET WEST OF LINCOLN AVENUE,
 GE0661'NEAR THE PROJECTED CENTERLINE OF FIRST STREET, 34 FEET NORTHEAST
 GE0661'OF THE CENTERLINE OF THE MAIN TRACK, 11-1/2 FEET SOUTHEAST OF
 GE0661'POLE 314-5, AND IN LINE WITH THE ROW OF POLES.  A STANDARD DISK,
 GE0661'STAMPED 960.799 M 8 1928 AND SET IN THE TOP OF A CONCRETE POST
 GE0661'PROJECTING 3 INCHES ABOVE GROUND.
 GE0661
 GE0661                          STATION RECOVERY (1982)
 GE0661
 GE0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 GE0661'MARK NOT FOUND.
 GE0661
 GE0661                          STATION RECOVERY (2006)
 GE0661
 GE0661'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0208 ***********************************************************************
 JE0208  DESIGNATION -  M 8 B 1
 JE0208  PID         -  JE0208
 JE0208  STATE/COUNTY-  MO/JOHNSON
 JE0208  USGS QUAD   -  KINGSVILLE (1954)
 JE0208
 JE0208                         *CURRENT SURVEY CONTROL
 JE0208  ___________________________________________________________________
 JE0208* NAD 83(1986)-  38 41 14.     (N)    094 06 42.     (W)     SCALED    
 JE0208* NAVD 88     -       255.893  (meters)     839.54   (feet)  ADJUSTED  
 JE0208  ___________________________________________________________________
 JE0208  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JE0208  DYNAMIC HT  -         255.719 (meters)     838.97  (feet)  COMP
 JE0208  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 JE0208
 JE0208  VERT ORDER  -  SECOND    CLASS 0
 JE0208
 JE0208.The horizontal coordinates were scaled from a topographic map and have
 JE0208.an estimated accuracy of +/- 6 seconds.
 JE0208
 JE0208.The orthometric height was determined by differential leveling
 JE0208.and adjusted by the National Geodetic Survey in June 1991..
 JE0208
 JE0208.The geoid height was determined by GEOID03.
 JE0208
 JE0208.The dynamic height is computed by dividing the NAVD 88
 JE0208.geopotential number by the normal gravity value computed on the
 JE0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0208.degrees latitude (g = 980.6199 gals.).
 JE0208
 JE0208.The modeled gravity was interpolated from observed gravity values.
 JE0208
 JE0208;                    North         East    Units  Estimated Accuracy
 JE0208;SPC MO W     -   279,800.      883,790.      MT  (+/- 180 meters Scaled)
 JE0208
 JE0208                          SUPERSEDED SURVEY CONTROL
 JE0208
 JE0208  NGVD 29 (??/??/92)  255.78   (m)          839.2    (f) COMPUTED    2 0
 JE0208
 JE0208.Superseded values are not recommended for survey control.
 JE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0208.See file dsdata.txt to determine how the superseded data were derived.
 JE0208
 JE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC033826(NAD 83)
 JE0208_MARKER: DZ = AZIMUTH MARK DISK
 JE0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0208_SP_SET: CONCRETE PEDESTAL
 JE0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0208
 JE0208  HISTORY     - Date     Condition        Report By
 JE0208  HISTORY     - UNK      MONUMENTED       DOD
 JE0208  HISTORY     - 1963     GOOD             NGS
 JE0208
 JE0208                          STATION DESCRIPTION
 JE0208
 JE0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0208'6.8 MI N FROM LA TOUR.
 JE0208'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE CONSOLIDATED
 JE0208'SCHOOL AT LA TOUR, THENCE 1.8 MILES NORTH ALONG A COUNTY ROAD,
 JE0208'THENCE 1.1 MILES EAST ALONG A GRAVELED COUNTY ROAD, THENCE
 JE0208'2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE
 JE0208'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.1 MILE NORTH ALONG
 JE0208'A PRIVATE DRIVEWAY, THENCE 0.2 MILE NORTHWEST ACROSS A FIELD,
 JE0208'IN S 23, R 29 W, T 45 N, ON THE SOUTH SLOPE OF A HILL, 12 FEET
 JE0208'SOUTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 JE0208'WITH TRIBRACH.  USAF MONOLITH AZ.  NOTE-- CENTER OF THE TRIBRACH
 JE0208'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0207 ***********************************************************************
 JE0207  DESIGNATION -  M 8 B 2
 JE0207  PID         -  JE0207
 JE0207  STATE/COUNTY-  MO/JOHNSON
 JE0207  USGS QUAD   -  KINGSVILLE (1954)
 JE0207
 JE0207                         *CURRENT SURVEY CONTROL
 JE0207  ___________________________________________________________________
 JE0207* NAD 83(1986)-  38 41 17.     (N)    094 06 24.     (W)     SCALED    
 JE0207* NAVD 88     -       264.714  (meters)     868.48   (feet)  ADJUSTED  
 JE0207  ___________________________________________________________________
 JE0207  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JE0207  DYNAMIC HT  -         264.533 (meters)     867.89  (feet)  COMP
 JE0207  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 JE0207
 JE0207  VERT ORDER  -  SECOND    CLASS 0
 JE0207
 JE0207.The horizontal coordinates were scaled from a topographic map and have
 JE0207.an estimated accuracy of +/- 6 seconds.
 JE0207
 JE0207.The orthometric height was determined by differential leveling
 JE0207.and adjusted by the National Geodetic Survey in June 1991..
 JE0207
 JE0207.The geoid height was determined by GEOID03.
 JE0207
 JE0207.The dynamic height is computed by dividing the NAVD 88
 JE0207.geopotential number by the normal gravity value computed on the
 JE0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0207.degrees latitude (g = 980.6199 gals.).
 JE0207
 JE0207.The modeled gravity was interpolated from observed gravity values.
 JE0207
 JE0207;                    North         East    Units  Estimated Accuracy
 JE0207;SPC MO W     -   279,900.      884,220.      MT  (+/- 180 meters Scaled)
 JE0207
 JE0207                          SUPERSEDED SURVEY CONTROL
 JE0207
 JE0207  NGVD 29 (??/??/92)  264.60   (m)          868.1    (f) COMPUTED    2 0
 JE0207
 JE0207.Superseded values are not recommended for survey control.
 JE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0207.See file dsdata.txt to determine how the superseded data were derived.
 JE0207
 JE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC037827(NAD 83)
 JE0207_MARKER: DZ = AZIMUTH MARK DISK
 JE0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0207_SP_SET: CONCRETE PEDESTAL
 JE0207_STAMPING: M 8 B 2
 JE0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0207
 JE0207  HISTORY     - Date     Condition        Report By
 JE0207  HISTORY     - UNK      MONUMENTED       DOD
 JE0207  HISTORY     - 1963     GOOD             NGS
 JE0207
 JE0207                          STATION DESCRIPTION
 JE0207
 JE0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0207'6.8 MI N FROM LA TOUR.
 JE0207'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE CONSOLIDATED
 JE0207'SCHOOL AT LA TOUR, THENCE 1.8 MILES NORTH ALONG A COUNTY ROAD,
 JE0207'THENCE 1.1 MILES EAST ALONG A GRAVELED COUNTY ROAD, THENCE 2.3
 JE0207'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.1 MILE WEST
 JE0207'ACROSS A FIELD, IN S 23, R 29 W, T 45 N, ON THE CREST OF A
 JE0207'SLIGHT HILL, 250 FEET NORTH OF AN EAST-WEST FENCE, A 1 1/2
 JE0207'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.
 JE0207'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0210 ***********************************************************************
 JE0210  DESIGNATION -  M 8 Z
 JE0210  PID         -  JE0210
 JE0210  STATE/COUNTY-  MO/JOHNSON
 JE0210  USGS QUAD   -  KINGSVILLE (1954)
 JE0210
 JE0210                         *CURRENT SURVEY CONTROL
 JE0210  ___________________________________________________________________
 JE0210* NAD 83(1986)-  38 41 09.     (N)    094 06 32.     (W)     SCALED    
 JE0210* NAVD 88     -       258.030  (meters)     846.55   (feet)  ADJUSTED  
 JE0210  ___________________________________________________________________
 JE0210  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JE0210  DYNAMIC HT  -         257.854 (meters)     845.98  (feet)  COMP
 JE0210  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 JE0210
 JE0210  VERT ORDER  -  SECOND    CLASS 0
 JE0210
 JE0210.The horizontal coordinates were scaled from a topographic map and have
 JE0210.an estimated accuracy of +/- 6 seconds.
 JE0210
 JE0210.The orthometric height was determined by differential leveling
 JE0210.and adjusted by the National Geodetic Survey in June 1991..
 JE0210
 JE0210.The geoid height was determined by GEOID03.
 JE0210
 JE0210.The dynamic height is computed by dividing the NAVD 88
 JE0210.geopotential number by the normal gravity value computed on the
 JE0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0210.degrees latitude (g = 980.6199 gals.).
 JE0210
 JE0210.The modeled gravity was interpolated from observed gravity values.
 JE0210
 JE0210;                    North         East    Units  Estimated Accuracy
 JE0210;SPC MO W     -   279,650.      884,030.      MT  (+/- 180 meters Scaled)
 JE0210
 JE0210                          SUPERSEDED SURVEY CONTROL
 JE0210
 JE0210  NGVD 29 (??/??/92)  257.92   (m)          846.2    (f) COMPUTED    2 0
 JE0210
 JE0210.Superseded values are not recommended for survey control.
 JE0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0210.See file dsdata.txt to determine how the superseded data were derived.
 JE0210
 JE0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC035824(NAD 83)
 JE0210_MARKER: DS = TRIANGULATION STATION DISK
 JE0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0210_STAMPING: M 8 Z 1963
 JE0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0210+STABILITY: SURFACE MOTION
 JE0210
 JE0210  HISTORY     - Date     Condition        Report By
 JE0210  HISTORY     - 1963     MONUMENTED       CGS
 JE0210
 JE0210                          STATION DESCRIPTION
 JE0210
 JE0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0210'6.6 MI N FROM LA TOUR.
 JE0210'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE CONSOLIDATED
 JE0210'SCHOOL AT LA TOUR, THENCE 1.8 MILES NORTH ALONG A COUNTY ROAD,
 JE0210'THENCE 1.1 MILES EAST ALONG A GRAVELED COUNTY ROAD, THENCE 2.0
 JE0210'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE WEST
 JE0210'ALONG A GRAVELED COUNTY ROAD, THENCE 0.1 MILE NORTH ALONG A
 JE0210'PRIVATE DRIVEWAY, IN S 23, R 29 W, T 45 N, ON THE SOUTHEAST
 JE0210'SLOPE OF A SMALL HILL, 86.0 FEET NORTH OF R.M. 2, 43.0 FEET
 JE0210'SOUTHWEST ACROSS THE DRIVEWAY FROM R.M. 1, 16.8 FEET WEST OF
 JE0210'THE CENTERLINE OF THE DRIVEWAY, 2.5 FEET WEST OF A FENCE AND
 JE0210'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JE0210'DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 JE0210'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0209 ***********************************************************************
 JE0209  DESIGNATION -  M 8 Z RM 1
 JE0209  PID         -  JE0209
 JE0209  STATE/COUNTY-  MO/JOHNSON
 JE0209  USGS QUAD   -  KINGSVILLE (1954)
 JE0209
 JE0209                         *CURRENT SURVEY CONTROL
 JE0209  ___________________________________________________________________
 JE0209* NAD 83(1986)-  38 41 08.     (N)    094 06 33.     (W)     SCALED    
 JE0209* NAVD 88     -       258.277  (meters)     847.36   (feet)  ADJUSTED  
 JE0209  ___________________________________________________________________
 JE0209  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JE0209  DYNAMIC HT  -         258.100 (meters)     846.78  (feet)  COMP
 JE0209  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 JE0209
 JE0209  VERT ORDER  -  SECOND    CLASS 0
 JE0209
 JE0209.The horizontal coordinates were scaled from a topographic map and have
 JE0209.an estimated accuracy of +/- 6 seconds.
 JE0209
 JE0209.The orthometric height was determined by differential leveling
 JE0209.and adjusted by the National Geodetic Survey in June 1991..
 JE0209
 JE0209.The geoid height was determined by GEOID03.
 JE0209
 JE0209.The dynamic height is computed by dividing the NAVD 88
 JE0209.geopotential number by the normal gravity value computed on the
 JE0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0209.degrees latitude (g = 980.6199 gals.).
 JE0209
 JE0209.The modeled gravity was interpolated from observed gravity values.
 JE0209
 JE0209;                    North         East    Units  Estimated Accuracy
 JE0209;SPC MO W     -   279,620.      884,000.      MT  (+/- 180 meters Scaled)
 JE0209
 JE0209                          SUPERSEDED SURVEY CONTROL
 JE0209
 JE0209  NGVD 29 (??/??/92)  258.17   (m)          847.0    (f) COMPUTED    2 0
 JE0209
 JE0209.Superseded values are not recommended for survey control.
 JE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0209.See file dsdata.txt to determine how the superseded data were derived.
 JE0209
 JE0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC035824(NAD 83)
 JE0209_MARKER: DR = REFERENCE MARK DISK
 JE0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0209_STAMPING: M 8 Z NO 1 1963
 JE0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0209+STABILITY: SURFACE MOTION
 JE0209
 JE0209  HISTORY     - Date     Condition        Report By
 JE0209  HISTORY     - 1963     MONUMENTED       CGS
 JE0209
 JE0209                          STATION DESCRIPTION
 JE0209
 JE0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0209'6.6 MI N FROM LA TOUR.
 JE0209'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE CONSOLIDATED
 JE0209'SCHOOL AT LA TOUR, THENCE 1.8 MILES NORTH ALONG A COUNTY ROAD,
 JE0209'THENCE 1.1 MILES EAST ALONG A GRAVELED COUNTY ROAD, THENCE 2.0
 JE0209'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE WEST
 JE0209'ALONG A GRAVELED COUNTY ROAD, THENCE 0.1 MILE NORTH ALONG A
 JE0209'PRIVATE DRIVEWAY, IN S 23, R 29 W, T 45 N, 121.0 FEET NORTHEAST
 JE0209'ACROSS THE DRIVEWAY FROM R.M. 2, 43.0 FEET NORTHEAST ACROSS THE
 JE0209'DRIVEWAY FROM THE STATION MARK, 13.5 FEET EAST OF THE CENTERLINE
 JE0209'OF THE DRIVEWAY, 1.5 FEET WEST OF A NORTH-SOUTH FENCE, ABOUT 1
 JE0209'FOOT ABOVE THE LEVEL OF THE DRIVEWAY, AND SET IN THE TOP OF
 JE0209'A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0211 ***********************************************************************
 JE0211  DESIGNATION -  M 8 Z RM 2
 JE0211  PID         -  JE0211
 JE0211  STATE/COUNTY-  MO/JOHNSON
 JE0211  USGS QUAD   -  KINGSVILLE (1954)
 JE0211
 JE0211                         *CURRENT SURVEY CONTROL
 JE0211  ___________________________________________________________________
 JE0211* NAD 83(1986)-  38 41 08.     (N)    094 06 32.     (W)     SCALED    
 JE0211* NAVD 88     -       256.624  (meters)     841.94   (feet)  ADJUSTED  
 JE0211  ___________________________________________________________________
 JE0211  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JE0211  DYNAMIC HT  -         256.449 (meters)     841.37  (feet)  COMP
 JE0211  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 JE0211
 JE0211  VERT ORDER  -  SECOND    CLASS 0
 JE0211
 JE0211.The horizontal coordinates were scaled from a topographic map and have
 JE0211.an estimated accuracy of +/- 6 seconds.
 JE0211
 JE0211.The orthometric height was determined by differential leveling
 JE0211.and adjusted by the National Geodetic Survey in June 1991..
 JE0211
 JE0211.The geoid height was determined by GEOID03.
 JE0211
 JE0211.The dynamic height is computed by dividing the NAVD 88
 JE0211.geopotential number by the normal gravity value computed on the
 JE0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0211.degrees latitude (g = 980.6199 gals.).
 JE0211
 JE0211.The modeled gravity was interpolated from observed gravity values.
 JE0211
 JE0211;                    North         East    Units  Estimated Accuracy
 JE0211;SPC MO W     -   279,620.      884,030.      MT  (+/- 180 meters Scaled)
 JE0211
 JE0211                          SUPERSEDED SURVEY CONTROL
 JE0211
 JE0211  NGVD 29 (??/??/92)  256.51   (m)          841.6    (f) COMPUTED    2 0
 JE0211
 JE0211.Superseded values are not recommended for survey control.
 JE0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0211.See file dsdata.txt to determine how the superseded data were derived.
 JE0211
 JE0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC035824(NAD 83)
 JE0211_MARKER: DR = REFERENCE MARK DISK
 JE0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0211_STAMPING: M 8 Z NO 2 1963
 JE0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0211+STABILITY: SURFACE MOTION
 JE0211
 JE0211  HISTORY     - Date     Condition        Report By
 JE0211  HISTORY     - 1963     MONUMENTED       CGS
 JE0211
 JE0211                          STATION DESCRIPTION
 JE0211
 JE0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0211'6.6 MI N FROM LA TOUR.
 JE0211'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE CONSOLIDATED
 JE0211'SCHOOL AT LA TOUR, THENCE 1.8 MILES NORTH ALONG A COUNTY ROAD,
 JE0211'THENCE 1.1 MILES EAST ALONG A GRAVELED COUNTY ROAD, THENCE 2.0
 JE0211'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE WEST
 JE0211'ALONG A GRAVELED COUNTY ROAD, THENCE 0.1 MILE NORTH ALONG A
 JE0211'PRIVATE DRIVEWAY, IN S 23, R 29 W, T 45 N, 121.0 FEET SOUTHWEST
 JE0211'ACROSS THE DRIVEWAY FROM R.M. 1, 86.0 FEET SOUTH OF THE STATION
 JE0211'MARK, 16.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.5
 JE0211'FEET WEST OF A NORTH-SOUTH FENCE, ABOUT 1 FOOT ABOVE THE LEVEL
 JE0211'OF THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE0211'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0331 ***********************************************************************
 LF0331  DESIGNATION -  M 80
 LF0331  PID         -  LF0331
 LF0331  STATE/COUNTY-  MO/NODAWAY
 LF0331  USGS QUAD   -  SKIDMORE (1981)
 LF0331
 LF0331                         *CURRENT SURVEY CONTROL
 LF0331  ___________________________________________________________________
 LF0331* NAD 83(1986)-  40 15 01.     (N)    095 04 48.     (W)     SCALED    
 LF0331* NAVD 88     -       270.329  (meters)     886.90   (feet)  POSTED    
 LF0331  ___________________________________________________________________
 LF0331  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LF0331  DYNAMIC HT  -         270.180 (meters)     886.42  (feet)  COMP
 LF0331  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 LF0331
 LF0331  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LF0331
 LF0331.The horizontal coordinates were scaled from a topographic map and have
 LF0331.an estimated accuracy of +/- 6 seconds.
 LF0331
 LF0331.The orthometric height was determined by differential leveling
 LF0331.and adjusted by the National Geodetic Survey in 1992..
 LF0331.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LF0331.rate of 0.0 thru 1.0 mm/km.
 LF0331
 LF0331.The geoid height was determined by GEOID03.
 LF0331
 LF0331.The dynamic height is computed by dividing the NAVD 88
 LF0331.geopotential number by the normal gravity value computed on the
 LF0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0331.degrees latitude (g = 980.6199 gals.).
 LF0331
 LF0331.The modeled gravity was interpolated from observed gravity values.
 LF0331
 LF0331;                    North         East    Units  Estimated Accuracy
 LF0331;SPC MO W     -   453,420.      800,660.      MT  (+/- 180 meters Scaled)
 LF0331
 LF0331                          SUPERSEDED SURVEY CONTROL
 LF0331
 LF0331  NGVD 29 (??/??/92)  270.243  (m)          886.62   (f) ADJ UNCH    2 0
 LF0331
 LF0331.Superseded values are not recommended for survey control.
 LF0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0331.See file dsdata.txt to determine how the superseded data were derived.
 LF0331
 LF0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE230576(NAD 83)
 LF0331_MARKER: DB = BENCH MARK DISK
 LF0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0331_STAMPING: M 80 1935
 LF0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0331+STABILITY: SURFACE MOTION
 LF0331
 LF0331  HISTORY     - Date     Condition        Report By
 LF0331  HISTORY     - 1935     MONUMENTED       CGS
 LF0331  HISTORY     - 1961     GOOD             NGS
 LF0331
 LF0331                          STATION DESCRIPTION
 LF0331
 LF0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF0331'2.8 MI N FROM SKIDMORE.
 LF0331'2.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0331'FROM THE STATION AT SKIDMORE, NODAWAY COUNTY, 9 POLES SOUTH OF
 LF0331'MILEPOST 18, AT A PRIVATE-ROAD CROSSING, 47 FEET WEST OF THE
 LF0331'CENTER OF THE TRACK, 42 FEET NORTH OF THE CENTER OF PRIVATE
 LF0331'ROAD, 35 FEET NORTH OF THE NORTH CONCRETE GATE POST, AND 3 FEET
 LF0331'EAST OF THE WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 LF0331'M 80 1935 AND PROJECTING 4 INCHES.  THIS MARK IS ABOUT 0.7 MILE
 LF0331'WEST OF MAITLAND, THENCE 3.2 MILES NORTH ALONG STATE HIGHWAY 113,
 LF0331'THENCE EAST PAST FARMHOUSE ON PRIVATE ROAD FOR 0.4 MILE TO
 LF0331'RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0419 ***********************************************************************
 LE0419  DESIGNATION -  M 81
 LE0419  PID         -  LE0419
 LE0419  STATE/COUNTY-  MO/MERCER
 LE0419  USGS QUAD   -  LINEVILLE (1964)
 LE0419
 LE0419                         *CURRENT SURVEY CONTROL
 LE0419  ___________________________________________________________________
 LE0419* NAD 83(1986)-  40 32 32.     (N)    093 31 55.     (W)     SCALED    
 LE0419* NAVD 88     -       330.283  (meters)    1083.60   (feet)  ADJUSTED  
 LE0419  ___________________________________________________________________
 LE0419  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LE0419  DYNAMIC HT  -         330.116 (meters)    1083.06  (feet)  COMP
 LE0419  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 LE0419
 LE0419  VERT ORDER  -  SECOND    CLASS 0
 LE0419
 LE0419.The horizontal coordinates were scaled from a topographic map and have
 LE0419.an estimated accuracy of +/- 6 seconds.
 LE0419
 LE0419.The orthometric height was determined by differential leveling
 LE0419.and adjusted by the National Geodetic Survey in June 1991..
 LE0419
 LE0419.The geoid height was determined by GEOID03.
 LE0419
 LE0419.The dynamic height is computed by dividing the NAVD 88
 LE0419.geopotential number by the normal gravity value computed on the
 LE0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0419.degrees latitude (g = 980.6199 gals.).
 LE0419
 LE0419.The modeled gravity was interpolated from observed gravity values.
 LE0419
 LE0419;                    North         East    Units  Estimated Accuracy
 LE0419;SPC MO C     -   523,160.      412,580.      MT  (+/- 180 meters Scaled)
 LE0419
 LE0419                          SUPERSEDED SURVEY CONTROL
 LE0419
 LE0419  NGVD 29 (??/??/92)  330.232  (m)         1083.44   (f) ADJ UNCH    2 0
 LE0419
 LE0419.Superseded values are not recommended for survey control.
 LE0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0419.See file dsdata.txt to determine how the superseded data were derived.
 LE0419
 LE0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE549880(NAD 83)
 LE0419_MARKER: DB = BENCH MARK DISK
 LE0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0419_STAMPING: M 81 1935
 LE0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0419+STABILITY: SURFACE MOTION
 LE0419
 LE0419  HISTORY     - Date     Condition        Report By
 LE0419  HISTORY     - 1935     MONUMENTED       CGS
 LE0419
 LE0419                          STATION DESCRIPTION
 LE0419
 LE0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0419'2.8 MI S FROM LINEVILLE.
 LE0419'IN MERCER COUNTY, MISSOURI, 2.8 MILES SOUTH ALONG THE CHICAGO,
 LE0419'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT LINEVILLE,
 LE0419'WAYNE COUNTY, IOWA, 2 POLES NORTH OF MILEPOST 381, NEAR THE
 LE0419'NORTH END OF A CUT, 30 FEET WEST OF THE CENTERLINE OF THE TRACK,
 LE0419'51 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 65, AND ABOUT
 LE0419'5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 81 1935
 LE0419'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0103 ***********************************************************************
 LF0103  DESIGNATION -  M 82
 LF0103  PID         -  LF0103
 LF0103  STATE/COUNTY-  MO/GENTRY
 LF0103  USGS QUAD   -  ALBANY SOUTH (1985)
 LF0103
 LF0103                         *CURRENT SURVEY CONTROL
 LF0103  ___________________________________________________________________
 LF0103* NAD 83(1986)-  40 14 37.     (N)    094 20 27.     (W)     SCALED    
 LF0103* NAVD 88     -       261.506  (meters)     857.96   (feet)  ADJUSTED  
 LF0103  ___________________________________________________________________
 LF0103  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LF0103  DYNAMIC HT  -         261.365 (meters)     857.50  (feet)  COMP
 LF0103  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 LF0103
 LF0103  VERT ORDER  -  SECOND    CLASS 0
 LF0103
 LF0103.The horizontal coordinates were scaled from a topographic map and have
 LF0103.an estimated accuracy of +/- 6 seconds.
 LF0103
 LF0103.The orthometric height was determined by differential leveling
 LF0103.and adjusted by the National Geodetic Survey in June 1991..
 LF0103
 LF0103.The geoid height was determined by GEOID03.
 LF0103
 LF0103.The dynamic height is computed by dividing the NAVD 88
 LF0103.geopotential number by the normal gravity value computed on the
 LF0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0103.degrees latitude (g = 980.6199 gals.).
 LF0103
 LF0103.The modeled gravity was interpolated from observed gravity values.
 LF0103
 LF0103;                    North         East    Units  Estimated Accuracy
 LF0103;SPC MO W     -   452,530.      863,540.      MT  (+/- 180 meters Scaled)
 LF0103
 LF0103                          SUPERSEDED SURVEY CONTROL
 LF0103
 LF0103  NGVD 29 (??/??/92)  261.441  (m)          857.74   (f) ADJ UNCH    2 0
 LF0103
 LF0103.Superseded values are not recommended for survey control.
 LF0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0103.See file dsdata.txt to determine how the superseded data were derived.
 LF0103
 LF0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE859556(NAD 83)
 LF0103_MARKER: DB = BENCH MARK DISK
 LF0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0103_STAMPING: M 82 1935
 LF0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0103+STABILITY: SURFACE MOTION
 LF0103
 LF0103  HISTORY     - Date     Condition        Report By
 LF0103  HISTORY     - 1935     MONUMENTED       CGS
 LF0103
 LF0103                          STATION DESCRIPTION
 LF0103
 LF0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LF0103'AT ALBANY.
 LF0103'AT ALBANY, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0103'15 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE STATION, 5
 LF0103'POLES EAST OF MILEPOST 95, 15 FEET NORTH OF THE CENTERLINE OF THE
 LF0103'MAIN TRACK, NEAR THE NORTHEAST CORNER OF THE PLATFORM, AND LEVEL
 LF0103'WITH THE PLATFORM.  A STANDARD DISK, STAMPED M 82 1935 AND
 LF0103'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0386 ***********************************************************************
 LE0386  DESIGNATION -  M 83
 LE0386  PID         -  LE0386
 LE0386  STATE/COUNTY-  MO/HARRISON
 LE0386  USGS QUAD   -  LAMONI SOUTH (1981)
 LE0386
 LE0386                         *CURRENT SURVEY CONTROL
 LE0386  ___________________________________________________________________
 LE0386* NAD 83(1986)-  40 33 32.     (N)    093 53 59.     (W)     SCALED    
 LE0386* NAVD 88     -       326.856  (meters)    1072.36   (feet)  ADJUSTED  
 LE0386  ___________________________________________________________________
 LE0386  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LE0386  DYNAMIC HT  -         326.689 (meters)    1071.81  (feet)  COMP
 LE0386  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 LE0386
 LE0386  VERT ORDER  -  SECOND    CLASS 0
 LE0386
 LE0386.The horizontal coordinates were scaled from a topographic map and have
 LE0386.an estimated accuracy of +/- 6 seconds.
 LE0386
 LE0386.The orthometric height was determined by differential leveling
 LE0386.and adjusted by the National Geodetic Survey in June 1991..
 LE0386
 LE0386.The geoid height was determined by GEOID03.
 LE0386
 LE0386.The dynamic height is computed by dividing the NAVD 88
 LE0386.geopotential number by the normal gravity value computed on the
 LE0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0386.degrees latitude (g = 980.6199 gals.).
 LE0386
 LE0386.The modeled gravity was interpolated from observed gravity values.
 LE0386
 LE0386;                    North         East    Units  Estimated Accuracy
 LE0386;SPC MO W     -   487,700.      900,840.      MT  (+/- 180 meters Scaled)
 LE0386
 LE0386                          SUPERSEDED SURVEY CONTROL
 LE0386
 LE0386  NGVD 29 (??/??/92)  326.761  (m)         1072.05   (f) ADJ UNCH    2 0
 LE0386
 LE0386.Superseded values are not recommended for survey control.
 LE0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0386.See file dsdata.txt to determine how the superseded data were derived.
 LE0386
 LE0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE238901(NAD 83)
 LE0386_MARKER: DB = BENCH MARK DISK
 LE0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0386_STAMPING: M 83 1935
 LE0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0386+STABILITY: SURFACE MOTION
 LE0386
 LE0386  HISTORY     - Date     Condition        Report By
 LE0386  HISTORY     - 1935     MONUMENTED       CGS
 LE0386
 LE0386                          STATION DESCRIPTION
 LE0386
 LE0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0386'0.6 MI SW FROM ANDOVER.
 LE0386'0.6 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LE0386'RAILROAD FROM THE STATION AT ANDOVER, HARRISON COUNTY, 6-1/2
 LE0386'POLES NORTHEAST OF MILEPOST 54, AT A ROAD CROSSING, 186 FEET
 LE0386'NORTHEAST OF THE CENTERLINE OF THE ROAD, 41 FEET NORTHWEST OF
 LE0386'THE CENTERLINE OF THE TRACK, AND 4 FEET SOUTHEAST OF THE
 LE0386'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 83 1935 AND
 LE0386'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0054 ***********************************************************************
 LE0054  DESIGNATION -  M 84
 LE0054  PID         -  LE0054
 LE0054  STATE/COUNTY-  MO/KNOX
 LE0054  USGS QUAD   -  HURDLAND (1966)
 LE0054
 LE0054                         *CURRENT SURVEY CONTROL
 LE0054  ___________________________________________________________________
 LE0054* NAD 83(1986)-  40 11 51.     (N)    092 17 13.     (W)     SCALED    
 LE0054* NAVD 88     -       235.216  (meters)     771.70   (feet)  ADJUSTED  
 LE0054  ___________________________________________________________________
 LE0054  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LE0054  DYNAMIC HT  -         235.091 (meters)     771.29  (feet)  COMP
 LE0054  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 LE0054
 LE0054  VERT ORDER  -  SECOND    CLASS 0
 LE0054
 LE0054.The horizontal coordinates were scaled from a topographic map and have
 LE0054.an estimated accuracy of +/- 6 seconds.
 LE0054
 LE0054.The orthometric height was determined by differential leveling
 LE0054.and adjusted by the National Geodetic Survey in June 1991..
 LE0054
 LE0054.The geoid height was determined by GEOID03.
 LE0054
 LE0054.The dynamic height is computed by dividing the NAVD 88
 LE0054.geopotential number by the normal gravity value computed on the
 LE0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0054.degrees latitude (g = 980.6199 gals.).
 LE0054
 LE0054.The modeled gravity was interpolated from observed gravity values.
 LE0054
 LE0054;                    North         East    Units  Estimated Accuracy
 LE0054;SPC MO C     -   484,400.      518,140.      MT  (+/- 180 meters Scaled)
 LE0054
 LE0054                          SUPERSEDED SURVEY CONTROL
 LE0054
 LE0054  NGVD 29 (??/??/92)  235.243  (m)          771.79   (f) ADJ UNCH    2 0
 LE0054
 LE0054.Superseded values are not recommended for survey control.
 LE0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0054.See file dsdata.txt to determine how the superseded data were derived.
 LE0054
 LE0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE606499(NAD 83)
 LE0054_MARKER: DB = BENCH MARK DISK
 LE0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LE0054_SP_SET: BRIDGE
 LE0054_STAMPING: M 84 1935
 LE0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LE0054
 LE0054  HISTORY     - Date     Condition        Report By
 LE0054  HISTORY     - 1935     MONUMENTED       CGS
 LE0054  HISTORY     - 1967     GOOD             NGS
 LE0054
 LE0054                          STATION DESCRIPTION
 LE0054
 LE0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0054'4.1 MI NE FROM HURDLAND.
 LE0054'4.1 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LE0054'RAILWAY FROM THE STATION AT HURDLAND, KNOX COUNTY, AT KENWOOD,
 LE0054'500 FEET NORTHEAST OF THE STATION, 150 FEET NORTHWEST OF THE
 LE0054'TRACK, AT A 35-FOOT STEEL AND CONCRETE BRIDGE ON A ROAD, IN
 LE0054'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT, AND 7
 LE0054'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 84 1935.
 LE0054
 LE0054                          STATION RECOVERY (1967)
 LE0054
 LE0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0631 ***********************************************************************
 LD0631  DESIGNATION -  M 85
 LD0631  PID         -  LD0631
 LD0631  STATE/COUNTY-  MO/CLARK
 LD0631  USGS QUAD   -  CROTON (1982)
 LD0631
 LD0631                         *CURRENT SURVEY CONTROL
 LD0631  ___________________________________________________________________
 LD0631* NAD 83(1986)-  40 30 34.     (N)    091 38 55.     (W)     SCALED    
 LD0631* NAVD 88     -       186.810  (meters)     612.89   (feet)  ADJUSTED  
 LD0631  ___________________________________________________________________
 LD0631  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LD0631  DYNAMIC HT  -         186.718 (meters)     612.59  (feet)  COMP
 LD0631  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 LD0631
 LD0631  VERT ORDER  -  SECOND    CLASS 0
 LD0631
 LD0631.The horizontal coordinates were scaled from a topographic map and have
 LD0631.an estimated accuracy of +/- 6 seconds.
 LD0631
 LD0631.The orthometric height was determined by differential leveling
 LD0631.and adjusted by the National Geodetic Survey in June 1991..
 LD0631
 LD0631.The geoid height was determined by GEOID03.
 LD0631
 LD0631.The dynamic height is computed by dividing the NAVD 88
 LD0631.geopotential number by the normal gravity value computed on the
 LD0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0631.degrees latitude (g = 980.6199 gals.).
 LD0631
 LD0631.The modeled gravity was interpolated from observed gravity values.
 LD0631
 LD0631;                    North         East    Units  Estimated Accuracy
 LD0631;SPC MO E     -   519,650.      152,650.      MT  (+/- 180 meters Scaled)
 LD0631
 LD0631                          SUPERSEDED SURVEY CONTROL
 LD0631
 LD0631  NGVD 29 (??/??/92)  186.847  (m)          613.01   (f) ADJ UNCH    2 0
 LD0631
 LD0631.Superseded values are not recommended for survey control.
 LD0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0631.See file dsdata.txt to determine how the superseded data were derived.
 LD0631
 LD0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE144851(NAD 83)
 LD0631_MARKER: DB = BENCH MARK DISK
 LD0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0631_SP_SET: BRIDGE
 LD0631_STAMPING: M 85 1935
 LD0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0631
 LD0631  HISTORY     - Date     Condition        Report By
 LD0631  HISTORY     - 1935     MONUMENTED       CGS
 LD0631
 LD0631                          STATION DESCRIPTION
 LD0631
 LD0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0631'2 MI NE FROM REVERE.
 LD0631'2.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0631'RAILWAY FROM THE STATION AT REVERE, CLARK COUNTY, 1-1/2 POLES WEST
 LD0631'OF MILEPOST 254, AT BRIDGE 254 A, IN THE TOP OF THE WEST END OF
 LD0631'THE NORTH HEADWALL, 18 FEET NORTH OF THE CENTERLINE OF THE NORTH
 LD0631'TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LD0631'M 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0045 ***********************************************************************
 LE0045  DESIGNATION -  M 86
 LE0045  PID         -  LE0045
 LE0045  STATE/COUNTY-  MO/SCHUYLER
 LE0045  USGS QUAD   -  BUNKER HILL (1980)
 LE0045
 LE0045                         *CURRENT SURVEY CONTROL
 LE0045  ___________________________________________________________________
 LE0045* NAD 83(1986)-  40 30 07.     (N)    092 24 05.     (W)     SCALED    
 LE0045* NAVD 88     -       244.008  (meters)     800.55   (feet)  ADJUSTED  
 LE0045  ___________________________________________________________________
 LE0045  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LE0045  DYNAMIC HT  -         243.883 (meters)     800.14  (feet)  COMP
 LE0045  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 LE0045
 LE0045  VERT ORDER  -  SECOND    CLASS 0
 LE0045
 LE0045.The horizontal coordinates were scaled from a topographic map and have
 LE0045.an estimated accuracy of +/- 6 seconds.
 LE0045
 LE0045.The orthometric height was determined by differential leveling
 LE0045.and adjusted by the National Geodetic Survey in June 1991..
 LE0045
 LE0045.The geoid height was determined by GEOID03.
 LE0045
 LE0045.The dynamic height is computed by dividing the NAVD 88
 LE0045.geopotential number by the normal gravity value computed on the
 LE0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0045.degrees latitude (g = 980.6199 gals.).
 LE0045
 LE0045.The modeled gravity was interpolated from observed gravity values.
 LE0045
 LE0045;                    North         East    Units  Estimated Accuracy
 LE0045;SPC MO C     -   518,190.      508,360.      MT  (+/- 180 meters Scaled)
 LE0045
 LE0045                          SUPERSEDED SURVEY CONTROL
 LE0045
 LE0045  NGVD 29 (??/??/92)  244.011  (m)          800.56   (f) ADJ UNCH    2 0
 LE0045
 LE0045.Superseded values are not recommended for survey control.
 LE0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0045.See file dsdata.txt to determine how the superseded data were derived.
 LE0045
 LE0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE507836(NAD 83)
 LE0045_MARKER: DB = BENCH MARK DISK
 LE0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0045_STAMPING: M 86 1935
 LE0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0045+STABILITY: SURFACE MOTION
 LE0045
 LE0045  HISTORY     - Date     Condition        Report By
 LE0045  HISTORY     - 1935     MONUMENTED       CGS
 LE0045  HISTORY     - 1964     MARK NOT FOUND   USGS
 LE0045
 LE0045                          STATION DESCRIPTION
 LE0045
 LE0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LE0045'2.1 MI W FROM DOWNING.
 LE0045'2.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LE0045'FROM THE STATION AT DOWNING, SCHUYLER COUNTY, 18 POLES
 LE0045'WEST OF MILEPOST 58, AT A ROAD CROSSING, 47 FEET SOUTH OF THE
 LE0045'CENTERLINE OF THE TRACK, 25 FEET WEST OF THE CENTERLINE OF THE
 LE0045'ROAD, 5 FEET NORTHWEST OF A FENCE CORNER, AND ABOUT 3 FEET LOWER
 LE0045'THAN THE TRACK.  A STANDARD DISK, STAMPED M 86 1935 AND SET
 LE0045'IN THE TOP OF A CONCRETE POST.
 LE0045
 LE0045                          STATION RECOVERY (1964)
 LE0045
 LE0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LE0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0082 ***********************************************************************
 JE0082  DESIGNATION -  M 9 B 1
 JE0082  PID         -  JE0082
 JE0082  STATE/COUNTY-  MO/JOHNSON
 JE0082  USGS QUAD   -  KINGSVILLE (1954)
 JE0082
 JE0082                         *CURRENT SURVEY CONTROL
 JE0082  ___________________________________________________________________
 JE0082* NAD 83(1986)-  38 44 04.     (N)    094 03 01.     (W)     SCALED    
 JE0082* NAVD 88     -       266.072  (meters)     872.94   (feet)  ADJUSTED  
 JE0082  ___________________________________________________________________
 JE0082  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JE0082  DYNAMIC HT  -         265.891 (meters)     872.34  (feet)  COMP
 JE0082  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 JE0082
 JE0082  VERT ORDER  -  FIRST     CLASS II
 JE0082
 JE0082.The horizontal coordinates were scaled from a topographic map and have
 JE0082.an estimated accuracy of +/- 6 seconds.
 JE0082
 JE0082.The orthometric height was determined by differential leveling
 JE0082.and adjusted by the National Geodetic Survey in June 1991..
 JE0082
 JE0082.The geoid height was determined by GEOID03.
 JE0082
 JE0082.The dynamic height is computed by dividing the NAVD 88
 JE0082.geopotential number by the normal gravity value computed on the
 JE0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0082.degrees latitude (g = 980.6199 gals.).
 JE0082
 JE0082.The modeled gravity was interpolated from observed gravity values.
 JE0082
 JE0082;                    North         East    Units  Estimated Accuracy
 JE0082;SPC MO W     -   285,070.      889,100.      MT  (+/- 180 meters Scaled)
 JE0082
 JE0082                          SUPERSEDED SURVEY CONTROL
 JE0082
 JE0082  NGVD 29 (??/??/92)  265.97   (m)          872.6    (f) COMPUTED    1 2
 JE0082
 JE0082.Superseded values are not recommended for survey control.
 JE0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0082.See file dsdata.txt to determine how the superseded data were derived.
 JE0082
 JE0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC087878(NAD 83)
 JE0082_MARKER: DZ = AZIMUTH MARK DISK
 JE0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0082_SP_SET: CONCRETE PEDESTAL
 JE0082_STAMPING: M 9 B 2
 JE0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0082
 JE0082  HISTORY     - Date     Condition        Report By
 JE0082  HISTORY     - UNK      MONUMENTED       DOD
 JE0082  HISTORY     - 1963     GOOD             NGS
 JE0082
 JE0082                          STATION DESCRIPTION
 JE0082
 JE0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0082'1.2 MI E FROM KINGSVILLE.
 JE0082'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 JE0082'AT KINGSVILLE, THENCE 0.25 MILE SOUTH ACROSS A FIELD, IN S 5,
 JE0082'R 28 W, T 45 N, ABOUT 50 FEET NORTH OF A TIMBER LINE, A 1 1/2
 JE0082'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH AZ.
 JE0082'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0081 ***********************************************************************
 JE0081  DESIGNATION -  M 9 B 2
 JE0081  PID         -  JE0081
 JE0081  STATE/COUNTY-  MO/JOHNSON
 JE0081  USGS QUAD   -  KINGSVILLE (1954)
 JE0081
 JE0081                         *CURRENT SURVEY CONTROL
 JE0081  ___________________________________________________________________
 JE0081* NAD 83(1986)-  38 44 18.     (N)    094 02 59.     (W)     SCALED    
 JE0081* NAVD 88     -       270.622  (meters)     887.87   (feet)  ADJUSTED  
 JE0081  ___________________________________________________________________
 JE0081  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JE0081  DYNAMIC HT  -         270.437 (meters)     887.26  (feet)  COMP
 JE0081  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 JE0081
 JE0081  VERT ORDER  -  FIRST     CLASS II
 JE0081
 JE0081.The horizontal coordinates were scaled from a topographic map and have
 JE0081.an estimated accuracy of +/- 6 seconds.
 JE0081
 JE0081.The orthometric height was determined by differential leveling
 JE0081.and adjusted by the National Geodetic Survey in June 1991..
 JE0081
 JE0081.The geoid height was determined by GEOID03.
 JE0081
 JE0081.The dynamic height is computed by dividing the NAVD 88
 JE0081.geopotential number by the normal gravity value computed on the
 JE0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0081.degrees latitude (g = 980.6199 gals.).
 JE0081
 JE0081.The modeled gravity was interpolated from observed gravity values.
 JE0081
 JE0081;                    North         East    Units  Estimated Accuracy
 JE0081;SPC MO W     -   285,500.      889,150.      MT  (+/- 180 meters Scaled)
 JE0081
 JE0081                          SUPERSEDED SURVEY CONTROL
 JE0081
 JE0081  NGVD 29 (??/??/92)  270.52   (m)          887.5    (f) COMPUTED    1 2
 JE0081
 JE0081.Superseded values are not recommended for survey control.
 JE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0081.See file dsdata.txt to determine how the superseded data were derived.
 JE0081
 JE0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC087882(NAD 83)
 JE0081_MARKER: DZ = AZIMUTH MARK DISK
 JE0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0081_SP_SET: CONCRETE PEDESTAL
 JE0081_STAMPING: M 9 B 2
 JE0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0081
 JE0081  HISTORY     - Date     Condition        Report By
 JE0081  HISTORY     - UNK      MONUMENTED       USGS
 JE0081  HISTORY     - 1963     GOOD             NGS
 JE0081
 JE0081                          STATION DESCRIPTION
 JE0081
 JE0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0081'0.9 MI E FROM KINGSVILLE.
 JE0081'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 JE0081'AT KINGSVILLE, IN S 5, R 28 W, T 45 N, IN A FIELD, 95.0 FEET
 JE0081'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 60.0 FEET SOUTH OF A
 JE0081'TELEPHONE POLE, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, A
 JE0081'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  USAF MONOLITH
 JE0081'AZ.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0085 ***********************************************************************
 JE0085  DESIGNATION -  M 9 Z
 JE0085  PID         -  JE0085
 JE0085  STATE/COUNTY-  MO/JOHNSON
 JE0085  USGS QUAD   -  KINGSVILLE (1954)
 JE0085
 JE0085                         *CURRENT SURVEY CONTROL
 JE0085  ___________________________________________________________________
 JE0085* NAD 83(1986)-  38 44 13.     (N)    094 03 27.     (W)     SCALED    
 JE0085* NAVD 88     -       287.610  (meters)     943.60   (feet)  ADJUSTED  
 JE0085  ___________________________________________________________________
 JE0085  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JE0085  DYNAMIC HT  -         287.414 (meters)     942.96  (feet)  COMP
 JE0085  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 JE0085
 JE0085  VERT ORDER  -  FIRST     CLASS II
 JE0085
 JE0085.The horizontal coordinates were scaled from a topographic map and have
 JE0085.an estimated accuracy of +/- 6 seconds.
 JE0085
 JE0085.The orthometric height was determined by differential leveling
 JE0085.and adjusted by the National Geodetic Survey in June 1991..
 JE0085
 JE0085.The geoid height was determined by GEOID03.
 JE0085
 JE0085.The dynamic height is computed by dividing the NAVD 88
 JE0085.geopotential number by the normal gravity value computed on the
 JE0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0085.degrees latitude (g = 980.6199 gals.).
 JE0085
 JE0085.The modeled gravity was interpolated from observed gravity values.
 JE0085
 JE0085;                    North         East    Units  Estimated Accuracy
 JE0085;SPC MO W     -   285,340.      888,470.      MT  (+/- 180 meters Scaled)
 JE0085
 JE0085                          SUPERSEDED SURVEY CONTROL
 JE0085
 JE0085  NGVD 29 (??/??/92)  287.507  (m)          943.26   (f) ADJ UNCH    1 2
 JE0085
 JE0085.Superseded values are not recommended for survey control.
 JE0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0085.See file dsdata.txt to determine how the superseded data were derived.
 JE0085
 JE0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC080881(NAD 83)
 JE0085_MARKER: DD = SURVEY DISK
 JE0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0085_STAMPING: M 9 Z 1963
 JE0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0085+STABILITY: SURFACE MOTION
 JE0085
 JE0085  HISTORY     - Date     Condition        Report By
 JE0085  HISTORY     - 1963     MONUMENTED       CGS
 JE0085
 JE0085                          STATION DESCRIPTION
 JE0085
 JE0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0085'0.8 MI E FROM KINGSVILLE.
 JE0085'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 JE0085'AT KINGSVILLE, THENCE 0.3 MILE SOUTH ACROSS A FIELD, IN S 6,
 JE0085'R 28 W, T 45 N, ON THE CREST OF A HILL, 57.0 FEET SOUTH OF THE
 JE0085'SOUTHEAST CORNER OF A PUMPHOUSE, 28.6 FEET NORTH OF R.M. 1, 25.5
 JE0085'FEET EAST OF R.M. 2, AND SET IN THE TOP OF A CONCRETE POST
 JE0085'ABOUT 1 FOOT BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0086 ***********************************************************************
 JE0086  DESIGNATION -  M 9 Z RM 1
 JE0086  PID         -  JE0086
 JE0086  STATE/COUNTY-  MO/JOHNSON
 JE0086  USGS QUAD   -  KINGSVILLE (1954)
 JE0086
 JE0086                         *CURRENT SURVEY CONTROL
 JE0086  ___________________________________________________________________
 JE0086* NAD 83(1986)-  38 44 13.     (N)    094 03 26.     (W)     SCALED    
 JE0086* NAVD 88     -       286.859  (meters)     941.14   (feet)  ADJUSTED  
 JE0086  ___________________________________________________________________
 JE0086  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JE0086  DYNAMIC HT  -         286.664 (meters)     940.50  (feet)  COMP
 JE0086  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 JE0086
 JE0086  VERT ORDER  -  FIRST     CLASS II
 JE0086
 JE0086.The horizontal coordinates were scaled from a topographic map and have
 JE0086.an estimated accuracy of +/- 6 seconds.
 JE0086
 JE0086.The orthometric height was determined by differential leveling
 JE0086.and adjusted by the National Geodetic Survey in June 1991..
 JE0086
 JE0086.The geoid height was determined by GEOID03.
 JE0086
 JE0086.The dynamic height is computed by dividing the NAVD 88
 JE0086.geopotential number by the normal gravity value computed on the
 JE0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0086.degrees latitude (g = 980.6199 gals.).
 JE0086
 JE0086.The modeled gravity was interpolated from observed gravity values.
 JE0086
 JE0086;                    North         East    Units  Estimated Accuracy
 JE0086;SPC MO W     -   285,340.      888,500.      MT  (+/- 180 meters Scaled)
 JE0086
 JE0086                          SUPERSEDED SURVEY CONTROL
 JE0086
 JE0086  NGVD 29 (??/??/92)  286.75   (m)          940.8    (f) COMPUTED    1 2
 JE0086
 JE0086.Superseded values are not recommended for survey control.
 JE0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0086.See file dsdata.txt to determine how the superseded data were derived.
 JE0086
 JE0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC081881(NAD 83)
 JE0086_MARKER: DR = REFERENCE MARK DISK
 JE0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0086_STAMPING: M 9 Z NO 1 1963
 JE0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0086+STABILITY: SURFACE MOTION
 JE0086
 JE0086  HISTORY     - Date     Condition        Report By
 JE0086  HISTORY     - 1963     MONUMENTED       CGS
 JE0086
 JE0086                          STATION DESCRIPTION
 JE0086
 JE0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0086'0.8 MI E FROM KINGSVILLE.
 JE0086'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 JE0086'AT KINGSVILLE, THENCE 0.3 MILE SOUTH ACROSS A FIELD, IN S 6,
 JE0086'R 28 W, T 45 N, ON THE SOUTHWEST SLOPE OF A HILL, SET IN THE
 JE0086'TOP OF AN 8 X 10 FOOT ROCK OUTCROP, 85.7 FEET SOUTH OF THE
 JE0086'SOUTHEAST CORNER OF A PUMPHOUSE, 44.6 FEET SOUTHEAST OF R.M. 2,
 JE0086'AND 28.6 FEET SOUTH OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0084 ***********************************************************************
 JE0084  DESIGNATION -  M 9 Z RM 2
 JE0084  PID         -  JE0084
 JE0084  STATE/COUNTY-  MO/JOHNSON
 JE0084  USGS QUAD   -  KINGSVILLE (1954)
 JE0084
 JE0084                         *CURRENT SURVEY CONTROL
 JE0084  ___________________________________________________________________
 JE0084* NAD 83(1986)-  38 44 13.     (N)    094 03 26.     (W)     SCALED    
 JE0084* NAVD 88     -       287.855  (meters)     944.40   (feet)  ADJUSTED  
 JE0084  ___________________________________________________________________
 JE0084  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JE0084  DYNAMIC HT  -         287.659 (meters)     943.76  (feet)  COMP
 JE0084  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 JE0084
 JE0084  VERT ORDER  -  FIRST     CLASS II
 JE0084
 JE0084.The horizontal coordinates were scaled from a topographic map and have
 JE0084.an estimated accuracy of +/- 6 seconds.
 JE0084
 JE0084.The orthometric height was determined by differential leveling
 JE0084.and adjusted by the National Geodetic Survey in June 1991..
 JE0084
 JE0084.The geoid height was determined by GEOID03.
 JE0084
 JE0084.The dynamic height is computed by dividing the NAVD 88
 JE0084.geopotential number by the normal gravity value computed on the
 JE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0084.degrees latitude (g = 980.6199 gals.).
 JE0084
 JE0084.The modeled gravity was interpolated from observed gravity values.
 JE0084
 JE0084;                    North         East    Units  Estimated Accuracy
 JE0084;SPC MO W     -   285,340.      888,500.      MT  (+/- 180 meters Scaled)
 JE0084
 JE0084                          SUPERSEDED SURVEY CONTROL
 JE0084
 JE0084  NGVD 29 (??/??/92)  287.75   (m)          944.1    (f) COMPUTED    1 2
 JE0084
 JE0084.Superseded values are not recommended for survey control.
 JE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0084.See file dsdata.txt to determine how the superseded data were derived.
 JE0084
 JE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC081881(NAD 83)
 JE0084_MARKER: DR = REFERENCE MARK DISK
 JE0084_SETTING: 66 = SET IN ROCK OUTCROP
 JE0084_SP_SET: ROCK OUTCROP
 JE0084_STAMPING: M 9 Z NO 2 1963
 JE0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE0084+STABILITY: POSITION/ELEVATION WELL
 JE0084
 JE0084  HISTORY     - Date     Condition        Report By
 JE0084  HISTORY     - 1963     MONUMENTED       CGS
 JE0084
 JE0084                          STATION DESCRIPTION
 JE0084
 JE0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JE0084'0.8 MI E FROM KINGSVILLE.
 JE0084'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 JE0084'AT KINGSVILLE, THENCE 0.3 MILE SOUTH ACROSS A FIELD, IN S 6,
 JE0084'R 28 W, T 45 N, ON THE SOUTHWEST SLOPE OF A HILL, 56.4 FEET
 JE0084'SOUTHWEST OF THE SOUTHEAST CORNER OF A PUMPHOUSE, SET IN THE
 JE0084'TOP OF A 5 X 6 FOOT ROCK OUTCROP, 95.0 FEET SOUTH OF A POWER
 JE0084'POLE, 44.6 FEET NORTHWEST OF R.M. 1, 25.5 FEET WEST OF THE
 JE0084'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0120 ***********************************************************************
 JE0120  DESIGNATION -  M 95
 JE0120  PID         -  JE0120
 JE0120  STATE/COUNTY-  MO/CASS
 JE0120  USGS QUAD   -  AUSTIN (1981)
 JE0120
 JE0120                         *CURRENT SURVEY CONTROL
 JE0120  ___________________________________________________________________
 JE0120* NAD 83(1986)-  38 36 33.     (N)    094 18 30.     (W)     SCALED    
 JE0120* NAVD 88     -       277.483  (meters)     910.38   (feet)  ADJUSTED  
 JE0120  ___________________________________________________________________
 JE0120  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JE0120  DYNAMIC HT  -         277.293 (meters)     909.75  (feet)  COMP
 JE0120  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 JE0120
 JE0120  VERT ORDER  -  SECOND    CLASS 0
 JE0120
 JE0120.The horizontal coordinates were scaled from a topographic map and have
 JE0120.an estimated accuracy of +/- 6 seconds.
 JE0120
 JE0120.The orthometric height was determined by differential leveling
 JE0120.and adjusted by the National Geodetic Survey in June 1991..
 JE0120
 JE0120.The geoid height was determined by GEOID03.
 JE0120
 JE0120.The dynamic height is computed by dividing the NAVD 88
 JE0120.geopotential number by the normal gravity value computed on the
 JE0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0120.degrees latitude (g = 980.6199 gals.).
 JE0120
 JE0120.The modeled gravity was interpolated from observed gravity values.
 JE0120
 JE0120;                    North         East    Units  Estimated Accuracy
 JE0120;SPC MO W     -   271,080.      866,690.      MT  (+/- 180 meters Scaled)
 JE0120
 JE0120                          SUPERSEDED SURVEY CONTROL
 JE0120
 JE0120  NGVD 29 (??/??/92)  277.358  (m)          909.97   (f) ADJ UNCH    2 0
 JE0120
 JE0120.Superseded values are not recommended for survey control.
 JE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0120.See file dsdata.txt to determine how the superseded data were derived.
 JE0120
 JE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC860742(NAD 83)
 JE0120_MARKER: DB = BENCH MARK DISK
 JE0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0120_STAMPING: M 95 1934
 JE0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0120+STABILITY: SURFACE MOTION
 JE0120
 JE0120  HISTORY     - Date     Condition        Report By
 JE0120  HISTORY     - 1934     MONUMENTED       CGS
 JE0120  HISTORY     - 1963     GOOD             NGS
 JE0120
 JE0120                          STATION DESCRIPTION
 JE0120
 JE0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0120'5.9 MI SE FROM HARRISONVILLE.
 JE0120'ABOUT 0.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 JE0120'FROM THE STATION AT HARRISONVILLE, THENCE 2.95 MILES SOUTH
 JE0120'ALONG U.S. HIGHWAY 71, THENCE 2.35 MILES SOUTHEAST ALONG STATE
 JE0120'HIGHWAY 7, IN SECTION 14, T 44 N, R 31 W, 226 FEET EAST OF
 JE0120'THE SOUTHEAST CORNER OF THE NOELLS SERVICE STATION BUILDING,
 JE0120'137 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 JE0120'SOUTH OF THE CENTER LINE OF A RAILROAD GRADE, 131 FEET EAST
 JE0120'OF A POWER POLE, 45 FEET SOUTHEAST OF THE THIRD ELM TREE
 JE0120'FROM THE WEST END OF A ROW OF ELM TREES, 95 1/2 FEET SOUTH
 JE0120'OF A FENCE, 96.0 FEET SOUTH OF A METAL WITNESS POST,
 JE0120'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JE0120'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0930 ***********************************************************************
 JD0930  DESIGNATION -  M 96 RESET
 JD0930  PID         -  JD0930
 JD0930  STATE/COUNTY-  MO/PETTIS
 JD0930  USGS QUAD   -  LONGWOOD (1979)
 JD0930
 JD0930                         *CURRENT SURVEY CONTROL
 JD0930  ___________________________________________________________________
 JD0930* NAD 83(1986)-  38 53 48.     (N)    093 12 57.     (W)     SCALED    
 JD0930* NAVD 88     -       241.46   (meters)     792.2    (feet)  RESET     
 JD0930  ___________________________________________________________________
 JD0930  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JD0930
 JD0930  VERT ORDER  -  THIRD
 JD0930
 JD0930.The horizontal coordinates were scaled from a topographic map and have
 JD0930.an estimated accuracy of +/- 6 seconds.
 JD0930
 JD0930.The orthometric height was computed from unverified reset data.
 JD0930
 JD0930.The geoid height was determined by GEOID03.
 JD0930
 JD0930;                    North         East    Units  Estimated Accuracy
 JD0930;SPC MO C     -   340,200.      437,900.      MT  (+/- 180 meters Scaled)
 JD0930
 JD0930                          SUPERSEDED SURVEY CONTROL
 JD0930
 JD0930.No superseded survey control is available for this station.
 JD0930
 JD0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD812053(NAD 83)
 JD0930_MARKER: DB = BENCH MARK DISK
 JD0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0930_STAMPING: M 96 RESET 1966
 JD0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0930+STABILITY: SURFACE MOTION
 JD0930
 JD0930  HISTORY     - Date     Condition        Report By
 JD0930  HISTORY     - 1966     MONUMENTED       CGS
 JD0930
 JD0930                          STATION DESCRIPTION
 JD0930
 JD0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JD0930'13.1 MI N FROM SEDALIA.
 JD0930'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD0930'RAILROAD STATION AT SEDALIA, THENCE 12.85 MILES NORTH ALONG OLD
 JD0930'U.S. HIGHWAY 65, AT THE WEST EDGE OF THE HIGHWAY RIGHT OF WAY,
 JD0930'16 FEET NORTH OF THE CENTERLINE OF A FARM DRIVEWAY, 1.5 FEET
 JD0930'NORTH OF A METAL WITNESS POST AND 1.5 FEET EAST OF RIGHT OF WAY
 JD0930'FENCE.  A STANDARD BENCH MARK DISK SET IN THE TOP OF A ROUND
 JD0930'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0777 ***********************************************************************
 JD0777  DESIGNATION -  M 97
 JD0777  PID         -  JD0777
 JD0777  STATE/COUNTY-  MO/COOPER
 JD0777  USGS QUAD   -  NELSON (1979)
 JD0777
 JD0777                         *CURRENT SURVEY CONTROL
 JD0777  ___________________________________________________________________
 JD0777* NAD 83(1986)-  38 56 55.     (N)    093 00 44.     (W)     SCALED    
 JD0777* NAVD 88     -       239.660  (meters)     786.28   (feet)  ADJUSTED  
 JD0777  ___________________________________________________________________
 JD0777  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD0777  DYNAMIC HT  -         239.508 (meters)     785.79  (feet)  COMP
 JD0777  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JD0777
 JD0777  VERT ORDER  -  SECOND    CLASS 0
 JD0777
 JD0777.The horizontal coordinates were scaled from a topographic map and have
 JD0777.an estimated accuracy of +/- 6 seconds.
 JD0777
 JD0777.The orthometric height was determined by differential leveling
 JD0777.and adjusted by the National Geodetic Survey in June 1991..
 JD0777
 JD0777.The geoid height was determined by GEOID03.
 JD0777
 JD0777.The dynamic height is computed by dividing the NAVD 88
 JD0777.geopotential number by the normal gravity value computed on the
 JD0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0777.degrees latitude (g = 980.6199 gals.).
 JD0777
 JD0777.The modeled gravity was interpolated from observed gravity values.
 JD0777
 JD0777;                    North         East    Units  Estimated Accuracy
 JD0777;SPC MO C     -   345,850.      455,600.      MT  (+/- 180 meters Scaled)
 JD0777
 JD0777                          SUPERSEDED SURVEY CONTROL
 JD0777
 JD0777  NGVD 29 (??/??/92)  239.62   (m)          786.2    (f) COMPUTED    2 0
 JD0777
 JD0777.Superseded values are not recommended for survey control.
 JD0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0777.See file dsdata.txt to determine how the superseded data were derived.
 JD0777
 JD0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD989110(NAD 83)
 JD0777_MARKER: DB = BENCH MARK DISK
 JD0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0777_STAMPING: M 97 1935
 JD0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0777+STABILITY: SURFACE MOTION
 JD0777
 JD0777  HISTORY     - Date     Condition        Report By
 JD0777  HISTORY     - 1935     MONUMENTED       CGS
 JD0777  HISTORY     - 1960     GOOD             NGS
 JD0777  HISTORY     - 1962     MARK NOT FOUND   NGS
 JD0777
 JD0777                          STATION DESCRIPTION
 JD0777
 JD0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JD0777'16.2 MI W FROM BOONVILLE.
 JD0777'16.2 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE
 JD0777'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT BOONVILLE, 2 MILES
 JD0777'EAST OF THE COOPER-SALINE COUNTY LINE, 1.1 MILES WEST OF THE
 JD0777'JUNCTION OF COUNTY HIGHWAY K LEADING NORTH TO BLACKWATER, AT THE
 JD0777'JUNCTION OF A LANE LEADING NORTH TO THE ALFRED LICHTE FARMHOUSE,
 JD0777'45 FEET EAST OF THE CENTERLINE OF THE LANE, AND 40 FEET SOUTH OF
 JD0777'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 97
 JD0777'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A NEW U.S.
 JD0777'HIGHWAY 40 HAS BEEN BUILT IN THIS AREA AND THE MARK IS ABOUT 150
 JD0777'FEET SOUTH FROM THE CENTER OF THE NEW HIGHWAY.
 JD0777
 JD0777                          STATION RECOVERY (1962)
 JD0777
 JD0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JD0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD0165 ***********************************************************************
 JD0165  DESIGNATION -  M 98
 JD0165  PID         -  JD0165
 JD0165  STATE/COUNTY-  MO/MILLER
 JD0165  USGS QUAD   -  EUGENE (1987)
 JD0165
 JD0165                         *CURRENT SURVEY CONTROL
 JD0165  ___________________________________________________________________
 JD0165* NAD 83(1986)-  38 21 27.     (N)    092 24 51.     (W)     SCALED    
 JD0165* NAVD 88     -       249.619  (meters)     818.96   (feet)  ADJUSTED  
 JD0165  ___________________________________________________________________
 JD0165  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JD0165  DYNAMIC HT  -         249.446 (meters)     818.39  (feet)  COMP
 JD0165  MODELED GRAV-     979,929.1   (mgal)                       NAVD 88
 JD0165
 JD0165  VERT ORDER  -  SECOND    CLASS 0
 JD0165
 JD0165.The horizontal coordinates were scaled from a topographic map and have
 JD0165.an estimated accuracy of +/- 6 seconds.
 JD0165
 JD0165.The orthometric height was determined by differential leveling
 JD0165.and adjusted by the National Geodetic Survey in June 1991..
 JD0165
 JD0165.The geoid height was determined by GEOID03.
 JD0165
 JD0165.The dynamic height is computed by dividing the NAVD 88
 JD0165.geopotential number by the normal gravity value computed on the
 JD0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD0165.degrees latitude (g = 980.6199 gals.).
 JD0165
 JD0165.The modeled gravity was interpolated from observed gravity values.
 JD0165
 JD0165;                    North         East    Units  Estimated Accuracy
 JD0165;SPC MO C     -   280,120.      507,500.      MT  (+/- 180 meters Scaled)
 JD0165
 JD0165                          SUPERSEDED SURVEY CONTROL
 JD0165
 JD0165  NGVD 29 (??/??/92)  249.578  (m)          818.82   (f) ADJ UNCH    2 0
 JD0165
 JD0165.Superseded values are not recommended for survey control.
 JD0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD0165.See file dsdata.txt to determine how the superseded data were derived.
 JD0165
 JD0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC511456(NAD 83)
 JD0165_MARKER: DB = BENCH MARK DISK
 JD0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD0165_STAMPING: M 98 1935
 JD0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD0165+STABILITY: SURFACE MOTION
 JD0165
 JD0165  HISTORY     - Date     Condition        Report By
 JD0165  HISTORY     - 1935     MONUMENTED       CGS
 JD0165
 JD0165                          STATION DESCRIPTION
 JD0165
 JD0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JD0165'0.9 MI W FROM EUGENE.
 JD0165'0.9 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JD0165'FROM THE STATION AT EUGENE, 16 FEET WEST OF THE SIXTH POLE
 JD0165'WEST OF MILEPOST 150, 15 RAILS EAST OF AN OVERHEAD ROAD BRIDGE,
 JD0165'AND 40 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED M 98
 JD0165'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0856 ***********************************************************************
 JC0856  DESIGNATION -  M 99
 JC0856  PID         -  JC0856
 JC0856  STATE/COUNTY-  MO/MARIES
 JC0856  USGS QUAD   -  BELLE (1981)
 JC0856
 JC0856                         *CURRENT SURVEY CONTROL
 JC0856  ___________________________________________________________________
 JC0856* NAD 83(1986)-  38 16 18.     (N)    091 44 33.     (W)     SCALED    
 JC0856* NAVD 88     -       308.809  (meters)    1013.15   (feet)  ADJUSTED  
 JC0856  ___________________________________________________________________
 JC0856  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JC0856  DYNAMIC HT  -         308.591 (meters)    1012.44  (feet)  COMP
 JC0856  MODELED GRAV-     979,913.5   (mgal)                       NAVD 88
 JC0856
 JC0856  VERT ORDER  -  SECOND    CLASS 0
 JC0856
 JC0856.The horizontal coordinates were scaled from a topographic map and have
 JC0856.an estimated accuracy of +/- 6 seconds.
 JC0856
 JC0856.The orthometric height was determined by differential leveling
 JC0856.and adjusted by the National Geodetic Survey in June 1991..
 JC0856
 JC0856.The geoid height was determined by GEOID03.
 JC0856
 JC0856.The dynamic height is computed by dividing the NAVD 88
 JC0856.geopotential number by the normal gravity value computed on the
 JC0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0856.degrees latitude (g = 980.6199 gals.).
 JC0856
 JC0856.The modeled gravity was interpolated from observed gravity values.
 JC0856
 JC0856;                    North         East    Units  Estimated Accuracy
 JC0856;SPC MO C     -   270,860.      566,280.      MT  (+/- 180 meters Scaled)
 JC0856
 JC0856                          SUPERSEDED SURVEY CONTROL
 JC0856
 JC0856  NGVD 29 (??/??/92)  308.780  (m)         1013.06   (f) ADJ UNCH    2 0
 JC0856
 JC0856.Superseded values are not recommended for survey control.
 JC0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0856.See file dsdata.txt to determine how the superseded data were derived.
 JC0856
 JC0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC099367(NAD 83)
 JC0856_MARKER: DB = BENCH MARK DISK
 JC0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0856_STAMPING: M 99 1935
 JC0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0856+STABILITY: SURFACE MOTION
 JC0856
 JC0856  HISTORY     - Date     Condition        Report By
 JC0856  HISTORY     - 1935     MONUMENTED       CGS
 JC0856
 JC0856                          STATION DESCRIPTION
 JC0856
 JC0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0856'1.5 MI W FROM BELLE.
 JC0856'1.5 MILS WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JC0856'FROM THE STATION AT BELLE, MARIES COUNTY, 3.9 MILES EAST OF
 JC0856'SUMMERFIELD 0.2 MILE NORTH OF A WOODEN OVERPASS, 28 POLES
 JC0856'WEST OF MILEPOST 106, AT AN ABANDONED SIDING AT THE NORTH END
 JC0856'OF A DEEP CUT, 10 YARDS NORTH OF A BATTERY WELL, 7 YARDS WEST
 JC0856'OF THE CENTERLINE OF THE TRACK, AND 8 YARDS EAST OF A FENCE.
 JC0856'A STANDARD DISK, STAMPED M 99 1935 AND SET IN THE TOP OF A
 JC0856'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE0676 ***********************************************************************
 JE0676  DESIGNATION -  M D C 0 2
 JE0676  PID         -  JE0676
 JE0676  STATE/COUNTY-  MO/BATES
 JE0676  USGS QUAD   -  RICH HILL (1991)
 JE0676
 JE0676                         *CURRENT SURVEY CONTROL
 JE0676  ___________________________________________________________________
 JE0676* NAD 83(1986)-  38 06 30.     (N)    094 15 31.     (W)     SCALED    
 JE0676* NAVD 88     -       234.908  (meters)     770.69   (feet)  ADJUSTED  
 JE0676  ___________________________________________________________________
 JE0676  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JE0676  DYNAMIC HT  -         234.735 (meters)     770.13  (feet)  COMP
 JE0676  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 JE0676
 JE0676  VERT ORDER  -  SECOND    CLASS 0
 JE0676
 JE0676.The horizontal coordinates were scaled from a topographic map and have
 JE0676.an estimated accuracy of +/- 6 seconds.
 JE0676
 JE0676.The orthometric height was determined by differential leveling
 JE0676.and adjusted by the National Geodetic Survey in June 1991..
 JE0676
 JE0676.The geoid height was determined by GEOID03.
 JE0676
 JE0676.The dynamic height is computed by dividing the NAVD 88
 JE0676.geopotential number by the normal gravity value computed on the
 JE0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0676.degrees latitude (g = 980.6199 gals.).
 JE0676
 JE0676.The modeled gravity was interpolated from observed gravity values.
 JE0676
 JE0676;                    North         East    Units  Estimated Accuracy
 JE0676;SPC MO W     -   215,500.      871,170.      MT  (+/- 180 meters Scaled)
 JE0676
 JE0676                          SUPERSEDED SURVEY CONTROL
 JE0676
 JE0676  NGVD 29 (??/??/92)  234.79   (m)          770.3    (f) COMPUTED    2 0
 JE0676
 JE0676.Superseded values are not recommended for survey control.
 JE0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0676.See file dsdata.txt to determine how the superseded data were derived.
 JE0676
 JE0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC896185(NAD 83)
 JE0676_MARKER: DD = SURVEY DISK
 JE0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0676_STAMPING: M D C O 2 1960
 JE0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0676+STABILITY: SURFACE MOTION
 JE0676
 JE0676  HISTORY     - Date     Condition        Report By
 JE0676  HISTORY     - 1960     MONUMENTED       DOD
 JE0676  HISTORY     - 1963     GOOD             NGS
 JE0676
 JE0676                          STATION DESCRIPTION
 JE0676
 JE0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JE0676'7 MI E FROM RICH HILL.
 JE0676'ABOUT 0.5 MILE EAST ALONG PARK AVENUE FROM THE MISSOURI PACIFIC
 JE0676'RAILROAD STATION AT RICH HILL, THENCE 0.1 MILE NORTH ALONG U.S.
 JE0676'HIGHWAY 71, THENCE 5.45 MILES EAST ALONG STATE ROAD B, THENCE
 JE0676'1.0 MILE NORTH ALONG STATE ROAD N, ON THE OUTSIDE OF A CURVE IN
 JE0676'THE ROAD, IN SECTION 6, T 38 N, R 30 W, 91 FEET NORTHWEST OF
 JE0676'THE CENTER LINE OF THE CURVE IN THE ROAD, 161 FEET SOUTH OF THE
 JE0676'CENTER LINE OF A ROAD, 1/2 FOOT EAST OF A FENCE, 0.8 FOOT SOUTH
 JE0676'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 JE0676'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC0770 ***********************************************************************
 JC0770  DESIGNATION -  M=987
 JC0770  PID         -  JC0770
 JC0770  STATE/COUNTY-  MO/FRANKLIN
 JC0770  USGS QUAD   -  SULLIVAN (1980)
 JC0770
 JC0770                         *CURRENT SURVEY CONTROL
 JC0770  ___________________________________________________________________
 JC0770* NAD 83(1986)-  38 12 34.     (N)    091 09 34.     (W)     SCALED    
 JC0770* NAVD 88     -       297.558  (meters)     976.24   (feet)  ADJUSTED  
 JC0770  ___________________________________________________________________
 JC0770  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 JC0770  DYNAMIC HT  -         297.354 (meters)     975.57  (feet)  COMP
 JC0770  MODELED GRAV-     979,935.5   (mgal)                       NAVD 88
 JC0770
 JC0770  VERT ORDER  -  FIRST     CLASS II
 JC0770
 JC0770.The horizontal coordinates were scaled from a topographic map and have
 JC0770.an estimated accuracy of +/- 6 seconds.
 JC0770
 JC0770.The orthometric height was determined by differential leveling
 JC0770.and adjusted by the National Geodetic Survey in June 1991..
 JC0770
 JC0770.The geoid height was determined by GEOID03.
 JC0770
 JC0770.The dynamic height is computed by dividing the NAVD 88
 JC0770.geopotential number by the normal gravity value computed on the
 JC0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0770.degrees latitude (g = 980.6199 gals.).
 JC0770
 JC0770.The modeled gravity was interpolated from observed gravity values.
 JC0770
 JC0770;                    North         East    Units  Estimated Accuracy
 JC0770;SPC MO E     -   263,880.      192,250.      MT  (+/- 180 meters Scaled)
 JC0770
 JC0770                          SUPERSEDED SURVEY CONTROL
 JC0770
 JC0770  NGVD 29 (??/??/92)  297.577  (m)          976.30   (f) ADJ UNCH    1 2
 JC0770
 JC0770.Superseded values are not recommended for survey control.
 JC0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0770.See file dsdata.txt to determine how the superseded data were derived.
 JC0770
 JC0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC611306(NAD 83)
 JC0770_MARKER: DD = SURVEY DISK
 JC0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0770_SP_SET: BUILDING
 JC0770_STAMPING: 976
 JC0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0770
 JC0770  HISTORY     - Date     Condition        Report By
 JC0770  HISTORY     - UNK      MONUMENTED       USGS
 JC0770  HISTORY     - 1949     GOOD             NGS
 JC0770
 JC0770                          STATION DESCRIPTION
 JC0770
 JC0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0770'AT SULLIVAN.
 JC0770'AT SULLIVAN, SOUTHEAST OF AND ACROSS WEST MAIN STREET FROM THE
 JC0770'NORTHEAST END OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, SET
 JC0770'VERTICALLY IN THE NORTHWEST FACE OF A TAN BRICK BUILDING HOUSING
 JC0770'APARTMENTS AND STORES, 129 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 JC0770'THE MAIN TRACK, 24 FEET NORTHEAST OF THE WEST CORNER OF THE BUILDING,
 JC0770'4.5 FEET SOUTHWEST OF THE CENTER OF DOOR LEADING TO APARTMENTS
 JC0770'UPSTAIRS AND 1 FOOT ABOVE THE LEVEL OF THE SIDEWALK.  NOTE-- UPPER
 JC0770'PART OF THE DISK IS BROKEN OFF.  NOTE-- MARK IS STAMPED 976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE7148 ***********************************************************************
 AE7148  FBN         -  This is a Federal Base Network Control Station.
 AE7148  DESIGNATION -  MA 04
 AE7148  PID         -  AE7148
 AE7148  STATE/COUNTY-  MO/MACON
 AE7148  USGS QUAD   -  AXTELL (1979)
 AE7148
 AE7148                         *CURRENT SURVEY CONTROL
 AE7148  ___________________________________________________________________
 AE7148* NAD 83(1997)-  39 45 08.04564(N)    092 28 05.45647(W)     ADJUSTED  
 AE7148* NAVD 88     -       265.562  (meters)     871.26   (feet)  ADJUSTED  
 AE7148  ___________________________________________________________________
 AE7148  X           -    -211,469.708 (meters)                     COMP
 AE7148  Y           -  -4,905,968.969 (meters)                     COMP
 AE7148  Z           -   4,057,022.882 (meters)                     COMP
 AE7148  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AE7148  ELLIP HEIGHT-         233.47  (meters)          (02/11/04) GPS OBS
 AE7148  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 AE7148  DYNAMIC HT  -         265.414 (meters)     870.78  (feet)  COMP
 AE7148  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 AE7148
 AE7148  HORZ ORDER  -  B
 AE7148  VERT ORDER  -  SECOND    CLASS II
 AE7148  ELLP ORDER  -  FOURTH    CLASS I
 AE7148
 AE7148.The horizontal coordinates were established by GPS observations
 AE7148.and adjusted by the National Geodetic Survey in March 1998..
 AE7148
 AE7148.The orthometric height was determined by differential leveling
 AE7148.and adjusted by the National Geodetic Survey in March 1998..
 AE7148
 AE7148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7148
 AE7148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7148
 AE7148.The ellipsoidal height was determined by GPS observations
 AE7148.and is referenced to NAD 83.
 AE7148
 AE7148.The geoid height was determined by GEOID03.
 AE7148
 AE7148.The dynamic height is computed by dividing the NAVD 88
 AE7148.geopotential number by the normal gravity value computed on the
 AE7148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7148.degrees latitude (g = 980.6199 gals.).
 AE7148
 AE7148.The modeled gravity was interpolated from observed gravity values.
 AE7148
 AE7148;                    North         East     Units Scale Factor Converg.
 AE7148;SPC MO C     -   434,940.838   502,726.644   MT  0.99993342   +0 01 13.2
 AE7148;UTM  15      - 4,400,393.518   545,559.560   MT  0.99962555   +0 20 24.3
 AE7148
 AE7148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7148!SPC MO C     -   0.99996337  x   0.99993342  =   0.99989680
 AE7148!UTM  15      -   0.99996337  x   0.99962555  =   0.99958894
 AE7148
 AE7148                          SUPERSEDED SURVEY CONTROL
 AE7148
 AE7148  ELLIP H (03/31/98)  233.51   (m)                       GP(       ) 3 1
 AE7148  NAVD 88 (03/31/98)  265.56   (m)          871.3    (f) LEVELING    3  
 AE7148
 AE7148.Superseded values are not recommended for survey control.
 AE7148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7148.See file dsdata.txt to determine how the superseded data were derived.
 AE7148
 AE7148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE4556000394(NAD 83)
 AE7148_MARKER: DD = SURVEY DISK
 AE7148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7148_STAMPING: MA 04 1997
 AE7148_MARK LOGO: MODNR 
 AE7148_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7148+STABILITY: SURFACE MOTION
 AE7148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7148+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 AE7148
 AE7148  HISTORY     - Date     Condition        Report By
 AE7148  HISTORY     - 1997     MONUMENTED       MODNR
 AE7148  HISTORY     - 19990805 GOOD             NGS
 AE7148  HISTORY     - 20030724 GOOD             MODNR
 AE7148  HISTORY     - 20030804 GOOD             MODNR
 AE7148
 AE7148                          STATION DESCRIPTION
 AE7148
 AE7148'DESCRIBED BY MO DEPT OF NAT RES 1997 (BDC)
 AE7148'THE STATION IS LOCATED NEAR THE NORTH EDGE OF MACON, MO., IN THE
 AE7148'NORTHWEST QUADRANT OF THE INTERSECTION OF U.S.  HIGHWAY 63 (JACKSON
 AE7148'ST.) AND U.S.  HIGHWAY 36 BUSINESS (BRIGGS DRIVE) , NEAR THE WEST END
 AE7148'OF A GRASS MEDIAN BETWEEN BRIGGS DRIVE AND A PARKING LOT.
 AE7148'OWNERSHIP--STATE OF MISSOURI.  NOTE--THIS STATION IS A (FBN/CBN
 AE7148'STATION .  STATION IS 10.4 M (34.1 FT) NORTH OF THE BRIGGS DRIVE
 AE7148'(BUSINESS 36) CENTERLINE, 8.2 M (26.9 FT) EAST OF THE MEDIANS WEST
 AE7148'CURB, 0.9 M (3.0 FT) SOUTH OF THE MEDIANS NORTH CURB, AND THE MONUMENT
 AE7148'IS ABOUT LEVEL WITH THE DRIVE AND FLUSH WITH THE GROUND SURFACE.  BY
 AE7148'R.G.  HAYES
 AE7148
 AE7148                          STATION RECOVERY (1999)
 AE7148
 AE7148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AE7148'RECOVERED AS DESCRIBED.
 AE7148
 AE7148                          STATION RECOVERY (2003)
 AE7148
 AE7148'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (PHS)
 AE7148'RECON BY MODNR AS DESCRIBED. OCCUPIED BY MO DEPT OF CONSERVATION FOR
 AE7148'FBN PROJECT.
 AE7148' 
 AE7148'
 AE7148
 AE7148                          STATION RECOVERY (2003)
 AE7148
 AE7148'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 AE7148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1283 ***********************************************************************
 KE1283  DESIGNATION -  MABEL
 KE1283  PID         -  KE1283
 KE1283  STATE/COUNTY-  MO/DAVIESS
 KE1283  USGS QUAD   -  WINSTON (1984)
 KE1283
 KE1283                         *CURRENT SURVEY CONTROL
 KE1283  ___________________________________________________________________
 KE1283* NAD 83(1997)-  39 48 27.60942(N)    094 12 13.36809(W)     ADJUSTED  
 KE1283* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 KE1283  ___________________________________________________________________
 KE1283  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 KE1283  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KE1283
 KE1283  HORZ ORDER  -  THIRD
 KE1283
 KE1283.The horizontal coordinates were established by classical geodetic methods
 KE1283.and adjusted by the National Geodetic Survey in February 2000..
 KE1283
 KE1283.The orthometric height was scaled from a topographic map.
 KE1283
 KE1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1283
 KE1283.The geoid height was determined by GEOID03.
 KE1283
 KE1283;                    North         East     Units Scale Factor Converg.
 KE1283;SPC MO W     -   404,156.144   875,370.429   MT  0.99994910   +0 11 22.9
 KE1283;UTM  15      - 4,407,103.734   396,962.317   MT  0.99973070   -0 46 14.5
 KE1283
 KE1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1283!SPC MO W     -   0.99995630  x   0.99994910  =   0.99990540
 KE1283!UTM  15      -   0.99995630  x   0.99973070  =   0.99968701
 KE1283
 KE1283|---------------------------------------------------------------------|
 KE1283| PID    Reference Object                     Distance      Geod. Az  |
 KE1283|                                                           dddmmss.s |
 KE1283| CL7363 MABEL RM 2                            5.706 METERS 00153     |
 KE1283| CL7364 MABEL RM 3                            8.694 METERS 01221     |
 KE1283| CL7361 MABEL AZ MK RESET                                  0175934.3 |
 KE1283| CL7365 MABEL RM 4                           21.228 METERS 11116     |
 KE1283| CL7360 MABEL AZ MK                                        2065537.7 |
 KE1283| KE1297 CAMERON MUNICIPAL TANK              APPROX. 8.3 KM 2084035.5 |
 KE1283| CL7362 MABEL RM 1                            5.085 METERS 23238     |
 KE1283|---------------------------------------------------------------------|
 KE1283
 KE1283                          SUPERSEDED SURVEY CONTROL
 KE1283
 KE1283  NAD 83(1997)-  39 48 27.60968(N)    094 12 13.36898(W) AD(       ) 3
 KE1283  NAD 83(1997)-  39 48 27.61020(N)    094 12 13.36923(W) AD(       ) 3
 KE1283  NAD 83(1986)-  39 48 27.61275(N)    094 12 13.36696(W) AD(       ) 3
 KE1283  NAD 27      -  39 48 27.60430(N)    094 12 12.56380(W) AD(       ) 3
 KE1283
 KE1283.Superseded values are not recommended for survey control.
 KE1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1283.See file dsdata.txt to determine how the superseded data were derived.
 KE1283
 KE1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE9696207104(NAD 83)
 KE1283_MARKER: DS = TRIANGULATION STATION DISK
 KE1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1283
 KE1283  HISTORY     - Date     Condition        Report By
 KE1283  HISTORY     - 1948     MONUMENTED       CGS
 KE1283  HISTORY     - 1950     GOOD             CGS
 KE1283  HISTORY     - 1965     GOOD             CGS
 KE1283  HISTORY     - 1970     GOOD             NGS
 KE1283
 KE1283                          STATION DESCRIPTION
 KE1283
 KE1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1283'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH AND 2.0 MILES EAST OF
 KE1283'CAMERON ABOUT 1.0 MILE SOUTH OF MABEL AND 0.2 MILE EAST OF THE
 KE1283'DAVIESS-DE KALB COUNTY LINE, ON THE RIGHT-OF-WAY BETWEEN U.S.
 KE1283'HIGHWAY 69 AND AN OLD ABANDONED RAILROAD.  IT IS 36.5 FEET
 KE1283'WEST OF THE CENTER OF U.S. HIGHWAY 69 AND 15 FEET EAST OF THE
 KE1283'EAST BANK OF THE RAILROAD CUT.  IT IS STAMPED MABEL 1948 AND
 KE1283'PROJECTS 4 INCHES.
 KE1283'
 KE1283'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 41 FEET WEST
 KE1283'OF THE CENTER OF U.S. HIGHWAY 69.  IT IS STAMPED MABEL NO 1 1948
 KE1283'AND PROJECTS 4 INCHES.
 KE1283'
 KE1283'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 40 FEET WEST OF
 KE1283'THE CENTER OF U.S. HIGHWAY 69.  IT IS STAMPED MABEL NO 2 1948
 KE1283'AND PROJECTS 4 INCHES.
 KE1283'
 KE1283'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF THE
 KE1283'STATION, 40 FEET WEST OF THE CENTER OF U.S. HIGHWAY 69, 5 FEET
 KE1283'NORTH OF WITNESS POST AND 1 FOOT EAST OF FENCE LINE.  IT IS
 KE1283'STAMPED MABEL 1948 AND PROJECTS 2 INCHES.
 KE1283'
 KE1283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69 AND
 KE1283'36 IN THE NORTH EDGE OF CAMERON, GO NORTH AND NORTHEAST ON
 KE1283'U.S. HIGHWAY 69 FOR 4.25 MILES TO THE AZIMUTH MARK ON THE WEST
 KE1283'SIDE AS DESCRIBED, CONTINUE NORTH AND NORTHEAST ON U.S. HIGHWAY
 KE1283'69 FOR 0.3 MILE TO THE STATION ON THE WEST SIDE AS DESCRIBED.
 KE1283'
 KE1283'AN 87 FOOT SIGNAL AT STATION CAMERON IS VISIBLE AT 4 FEET
 KE1283'
 KE1283'AN 87 FOOT SIGNAL AT STATION OWEN IS VISIBLE AT 4 FEET
 KE1283'
 KE1283'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KE1283
 KE1283                          STATION RECOVERY (1950)
 KE1283
 KE1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VDR)
 KE1283'LETTER OF MR. VINCENT D. ROONEY, R.R. 2, CAMERON, MO. DATED
 KE1283'10/23/50-
 KE1283'
 KE1283'THE AZIMUTH MARK WAS DESTROYED DUE TO SOME EXCAVATING DONE ALONG
 KE1283'HIGHWAY 69 ON MY FARM.
 KE1283'
 KE1283'AZIMUTH MARK DISK STAMPED MABEL 1948 RECEIVED AT THIS OFFICE
 KE1283'11/8/50.
 KE1283
 KE1283                          STATION RECOVERY (1965)
 KE1283
 KE1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KE1283'STATION RECOVERED AND STATION AND R.M. NO. 1 FOUND IN GOOD
 KE1283'CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED AND R.M. NO. 2
 KE1283'WAS FOUND TO BE PROJECTING ABOUT 20 INCHES.  A NEW AZIMUTH MARK
 KE1283'WAS ESTABLISHED AND THE REFERENCE MARK WAS RESET.
 KE1283'
 KE1283'THE STATION MARK IS 36.5 FEET WEST OF THE CENTERLINE OF U.S. 69,
 KE1283'5.5 FEET WEST OF A METAL WITNESS POST AND 5 FEET WEST OF THE
 KE1283'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK
 KE1283'IS STAMPED MABEL 1948.
 KE1283'
 KE1283'TO REACH THE STATION FROM CAMERON, FROM THE OLD JUNCTION OF
 KE1283'U.S. HIGHWAYS 36 AND 69, GO NORTH ON U.S. 69 FOR 0.4 MILE TO THE
 KE1283'NEW JUNCTION OF THESE HIGHWAYS, CONTINUE NORTH ON U.S. 69 FOR
 KE1283'4.0 MILES TO JUNCTION OF COUNTY ROUTE BB, CONTINUE NORTH FOR 0.25
 KE1283'MILE TO THE STATION ON THE LEFT.
 KE1283'
 KE1283'R.M. NO. 1 IS 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 KE1283'12.5 FEET WEST OF THE FENCE LINE.  THE MARK PROJECTS 4 INCHES
 KE1283'AND THE DISK IS STAMPED MABEL NO 1 1948.
 KE1283'
 KE1283'R.M. NO. 3 IS 44 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 KE1283'12.5 FEET WEST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 KE1283'DISK IS STAMPED MABEL NO 3 1948.
 KE1283'
 KE1283'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHEAST OF THE
 KE1283'STATION, 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST
 KE1283'OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK
 KE1283'PROJECTS 4 INCHES AND THE DISK IS STAMPED MABEL 1948 RESET 1965.
 KE1283'
 KE1283'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE HIGHWAY
 KE1283'FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 0.05
 KE1283'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 KE1283
 KE1283                          STATION RECOVERY (1970)
 KE1283
 KE1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KE1283'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION BUT
 KE1283'THE EAST SIDE OF THE MARK HAS BEEN CHIPPED BY MOWING OPERATIONS.
 KE1283'REFERENCE MARK NO. 3 AND THE AZIMUTH MARK WERE RECOVERED AND
 KE1283'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED WHEN
 KE1283'A DRIVEWAY WAS CONSTRUCTED LEADING TO A NEW HOUSE.  THE ANGLE TO
 KE1283'REFERENCE MARK NO. 3 MISSED THE 1965 OBSERVATION BY - 6 MINUTES
 KE1283'35 SECONDS, HOGS HAVE BEEN ROOTING AROUND THE MARK COULD OF
 KE1283'CAUSED THE DIFFERENCE.  THE ANGLE BETWEEN THE AZIMUTH MARK AND
 KE1283'THE MICROWAVE TOWER CHECKED.  THE DISTANCE TO REFERENCE
 KE1283'MARK NO. 3 CHECKED.
 KE1283'
 KE1283'REFERENCE MARK NO. 4 WAS SET.
 KE1283'
 KE1283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 69
 KE1283'AT THE NORTH EDGE OF CAMERON, GO NORTH ON U.S. HIGHWAY 69 FOR
 KE1283'4.0 MILES TO THE JUNCTION OF COUNTY ROUTE BB.  CONTINUE NORTH
 KE1283'ON U.S. HIGHWAY 69 FOR 0.25 MILE TO A DRIVEWAY AND THE STATION
 KE1283'ON THE LEFT.  (CONTINUE NORTH ON U.S. HIGHWAY 69 FOR 0.5 MILE
 KE1283'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A GRAVELED
 KE1283'ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 KE1283'
 KE1283'STATION MARK, A STANDARD DISK STAMPED MABEL 1948, IS SET IN THE
 KE1283'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 KE1283'54.5 FEET NORTH OF THE CENTER OF A DRIVEWAY, 36.5 FEET WEST OF THE
 KE1283'CENTER OF U.S. HIGHWAY 69, AND 15.5 FEET SOUTH-SOUTHWEST OF A
 KE1283'CORNER FENCE POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KE1283'
 KE1283'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MABEL NO. 3 1948,
 KE1283'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KE1283'IT IS 44 FEET WEST OF THE CENTER OF U.S. HIGHWAY 69, 16 FEET
 KE1283'NORTH OF A FENCE, AND 12.5 FEET WEST OF A FENCE.
 KE1283'
 KE1283'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MABEL 1948 NO. 4
 KE1283'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 KE1283'WITH THE SURFACE OF THE GROUND.  IT IS 32.5 FEET EAST OF THE
 KE1283'CENTER OF U.S. HIGHWAY 69 AND 1 FOOT SOUTH OF A METAL WITNESS
 KE1283'POST.
 KE1283'
 KE1283'AZIMUTH MARK, A STANDARD DISK STAMPED MABEL 1948 RESET 1965,
 KE1283'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 KE1283'IT IS 23 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET
 KE1283'WEST OF A METAL WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 KE1283'
 KE1283'NOTE- A POLARIS OBSERVATION WAS MADE FEBRUARY 17, 1970 TO
 KE1283'DETERMINE AN AZIMUTH TO THE AZIMUTH MARK.
 KE1283'
 KE1283'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/2
 KE1283'MILES NORTH OF CAMERON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1100 ***********************************************************************
 GE1100  DESIGNATION -  MACEDONIA
 GE1100  PID         -  GE1100
 GE1100  STATE/COUNTY-  MO/RIPLEY
 GE1100  USGS QUAD   -  BRIAR (1997)
 GE1100
 GE1100                         *CURRENT SURVEY CONTROL
 GE1100  ___________________________________________________________________
 GE1100* NAD 83(1997)-  36 44 51.96361(N)    090 52 50.28655(W)     ADJUSTED  
 GE1100* NAVD 88     -       220.72   (+/-2cm)     724.1    (feet)  VERTCON   
 GE1100  ___________________________________________________________________
 GE1100  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GE1100  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GE1100
 GE1100  HORZ ORDER  -  THIRD
 GE1100  VERT ORDER  -  THIRD ? (See Below)
 GE1100
 GE1100.The horizontal coordinates were established by classical geodetic methods
 GE1100.and adjusted by the National Geodetic Survey in February 2000..
 GE1100
 GE1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1100.The vertical order pertains to the NGVD 29 superseded value.
 GE1100
 GE1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1100
 GE1100.The geoid height was determined by GEOID03.
 GE1100
 GE1100;                    North         East     Units Scale Factor Converg.
 GE1100;SPC MO E     -   101,530.446   216,009.639   MT  0.99994756   -0 13 39.8
 GE1100;UTM  15      - 4,068,986.206   689,206.171   MT  1.00004105   +1 16 06.2
 GE1100
 GE1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1100!SPC MO E     -   0.99996998  x   0.99994756  =   0.99991755
 GE1100!UTM  15      -   0.99996998  x   1.00004105  =   1.00001103
 GE1100
 GE1100|---------------------------------------------------------------------|
 GE1100| PID    Reference Object                     Distance      Geod. Az  |
 GE1100|                                                           dddmmss.s |
 GE1100| CI4556 MACEDONIA RM 1                       21.853 METERS 06032     |
 GE1100| CI4555 MACEDONIA AZ MK                                    0941912.8 |
 GE1100| GE1094 BROOKS                              APPROX. 5.5 KM 1352856.2 |
 GE1100| CI4557 MACEDONIA RM 2                       20.610 METERS 29824     |
 GE1100| GE1098 MACEDONIA LOOKOUT TOWER              10.878 METERS 33752     |
 GE1100|---------------------------------------------------------------------|
 GE1100
 GE1100                          SUPERSEDED SURVEY CONTROL
 GE1100
 GE1100  NAD 83(1997)-  36 44 51.96783(N)    090 52 50.28479(W) AD(       ) 3
 GE1100  NAD 83(1986)-  36 44 51.97189(N)    090 52 50.28524(W) AD(       ) 3
 GE1100  NAD 27      -  36 44 51.76970(N)    090 52 49.83950(W) AD(       ) 3
 GE1100  NGVD 29 (07/19/86)  220.65   (m)          723.9    (f) LEVELING    3  
 GE1100
 GE1100.Superseded values are not recommended for survey control.
 GE1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1100.See file dsdata.txt to determine how the superseded data were derived.
 GE1100
 GE1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8920668986(NAD 83)
 GE1100_MARKER: DS = TRIANGULATION STATION DISK
 GE1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1100_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1100+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2006
 GE1100
 GE1100  HISTORY     - Date     Condition        Report By
 GE1100  HISTORY     - 1956     MONUMENTED       CGS
 GE1100  HISTORY     - 20060107 GOOD             GEOCAC
 GE1100
 GE1100                          STATION DESCRIPTION
 GE1100
 GE1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE1100'STATION IS ABOUT 9-1/2 MILES NORTH-NORTHWEST OF DONIPHAN,
 GE1100'AT THE MACEDONIA LOOKOUT TOWER.  IT IS NEAR THE WEST EDGE OF
 GE1100'SECTION 8, T 24 N, R 2 E.
 GE1100'
 GE1100'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 160, STATE ROUTE 21,
 GE1100'AND COUNTY ROUTE Y, NEAR THE NORTHEAST EDGE OF DONIPHAN, BY
 GE1100'GOING NORTH ON COUNTY ROAD Y, A GRAVEL ROAD, FOR 3.55 MILES
 GE1100'TO THE THIRD CREEK FORD.  KEEP STRAIGHT AHEAD FOR 7.25 MILES
 GE1100'TO A FORK AND SIGN, MACEDONIA TOWER 1/4, AND AZIMUTH MARK
 GE1100'ON LEFT.  TURN LEFT AND GO 0.15 MILE TO LOOKOUT TOWER AND
 GE1100'STATION ON RIGHT.
 GE1100'
 GE1100'STATION MARKS ARE STANDARD DISKS STAMPED MACEDONIA 1956.
 GE1100'THE SURFACE MARK IS SET IN THE TOP OF A 10 INCH, ROUND, CONCRETE
 GE1100'POST, WHICH PROJECTS 2 INCHES.  IT IS 43 FEET NORTHEAST OF
 GE1100'A FENCE LINE, 24 FEET SOUTH OF THE SOUTHEAST LEG OF THE LOOKOUT
 GE1100'TOWER, AND 123 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GE1100'HOUSE (U.S. FOREST SERVICE).  THE UNDERGROUND MARK IS SET
 GE1100'IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND
 GE1100'SURFACE.
 GE1100'
 GE1100'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MACEDONIA NO
 GE1100'1 1956, SET IN A 10 INCH, ROUND, CONCRETE POST WHICH PROJECTS
 GE1100'1 INCH.  IT IS 55 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE.
 GE1100'
 GE1100'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MACEDONIA NO 2 1956,
 GE1100'SET IN A 10 INCH, ROUND, CONCRETE POST WHICH PROJECTS 3
 GE1100'INCHES.  IT IS 1 FOOT EAST OF A FENCE LINE, AND A 4 IN X 4 IN WHITE
 GE1100'WITNESS POST WAS PLACED 3 FEET SOUTH OF THE MARK.
 GE1100'
 GE1100'AZIMUTH MARK IS A STANDARD DISK, STAMPED MACEDONIA 1956,
 GE1100'SET IN A 10 INCH, ROUND, CONCRETE POST WHICH PROJECTS 6 INCHES.
 GE1100'IT IS 50 FEET SOUTHWEST OF THE CENTERLINE OF A ROAD FORK,
 GE1100'23 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD.  A 4 IN X 4 IN
 GE1100'WHITE WITNESS POST WAS PLACED 2 FEET SOUTHEAST OF THE MARK.
 GE1100'
 GE1100'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GE1100
 GE1100                          STATION RECOVERY (2006)
 GE1100
 GE1100'RECOVERY NOTE BY GEOCACHING 2006 (DLM)
 GE1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1098 ***********************************************************************
 GE1098  DESIGNATION -  MACEDONIA LOOKOUT TOWER
 GE1098  PID         -  GE1098
 GE1098  STATE/COUNTY-  MO/RIPLEY
 GE1098  USGS QUAD   -  BRIAR (1997)
 GE1098
 GE1098                         *CURRENT SURVEY CONTROL
 GE1098  ___________________________________________________________________
 GE1098* NAD 83(1997)-  36 44 52.29048(N)    090 52 50.45178(W)     ADJUSTED  
 GE1098* NAVD 88     -                                                        
 GE1098  ___________________________________________________________________
 GE1098  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GE1098  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 GE1098
 GE1098  HORZ ORDER  -  THIRD
 GE1098
 GE1098.The horizontal coordinates were established by classical geodetic methods
 GE1098.and adjusted by the National Geodetic Survey in February 2000..
 GE1098
 GE1098
 GE1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1098
 GE1098.The geoid height was determined by GEOID03.
 GE1098
 GE1098;                    North         East     Units Scale Factor Converg.
 GE1098;SPC MO E     -   101,540.538   216,005.580   MT  0.99994757   -0 13 39.9
 GE1098;UTM  15      - 4,068,996.189   689,201.850   MT  1.00004103   +1 16 06.1
 GE1098
 GE1098                          SUPERSEDED SURVEY CONTROL
 GE1098
 GE1098  NAD 83(1997)-  36 44 52.29471(N)    090 52 50.45003(W) AD(       ) 4
 GE1098  NAD 83(1986)-  36 44 52.29877(N)    090 52 50.45047(W) AD(       ) 4
 GE1098  NAD 27      -  36 44 52.09700(N)    090 52 50.00500(W) AD(       ) 3
 GE1098
 GE1098.Superseded values are not recommended for survey control.
 GE1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1098.See file dsdata.txt to determine how the superseded data were derived.
 GE1098
 GE1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8920268996(NAD 83)
 GE1098_MARKER: 57 = LOOKOUT TOWER
 GE1098
 GE1098  HISTORY     - Date     Condition        Report By
 GE1098  HISTORY     - 1956     FIRST OBSERVED   CGS
 GE1098
 GE1098                          STATION DESCRIPTION
 GE1098
 GE1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE1098'THE STATION IS A U.S. FOREST SERVICE LOOKOUT TOWER LOCATED
 GE1098'ABOUT 9-1/2 MILES NORTH-NORTHWEST OF DONIPHAN, NEAR THE WEST
 GE1098'CENTER OF SECTION 6, T 24 N, R 2 E.  THE TOWER IS A TREATED
 GE1098'TIMBER STRUCTURE WITH A SMALL HOUSE MOUNTED ON THE TOP.  IT IS
 GE1098'ABOUT 90 FEET HIGH.  A TRAVERSE CONNECTION WAS MADE FROM
 GE1098'TRIANGULATION STATION MACEDONIA TO THE CENTER OF THE BASE,
 GE1098'AND THE DISTANCE WAS FOUND TO BE 35.69 FEET, OR 10.878 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0917 ***********************************************************************
 HC0917  DESIGNATION -  MACK RESET
 HC0917  PID         -  HC0917
 HC0917  STATE/COUNTY-  MO/ST FRANCOIS
 HC0917  USGS QUAD   -  WOMACK (1980)
 HC0917
 HC0917                         *CURRENT SURVEY CONTROL
 HC0917  ___________________________________________________________________
 HC0917* NAD 83(1997)-  37 40 26.42586(N)    090 14 02.10643(W)     ADJUSTED  
 HC0917* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 HC0917  ___________________________________________________________________
 HC0917  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 HC0917  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HC0917
 HC0917  HORZ ORDER  -  THIRD
 HC0917
 HC0917.The horizontal coordinates were established by classical geodetic methods
 HC0917.and adjusted by the National Geodetic Survey in February 2000..
 HC0917
 HC0917.The orthometric height was scaled from a topographic map.
 HC0917
 HC0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0917
 HC0917.The geoid height was determined by GEOID03.
 HC0917
 HC0917;                    North         East     Units Scale Factor Converg.
 HC0917;SPC MO E     -   204,284.901   273,472.129   MT  0.99994012   +0 09 45.4
 HC0917;UTM  15      - 4,173,246.963   743,949.861   MT  1.00033308   +1 41 28.9
 HC0917
 HC0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0917!SPC MO E     -   0.99994604  x   0.99994012  =   0.99988616
 HC0917!UTM  15      -   0.99994604  x   1.00033308  =   1.00027910
 HC0917
 HC0917|---------------------------------------------------------------------|
 HC0917| PID    Reference Object                     Distance      Geod. Az  |
 HC0917|                                                           dddmmss.s |
 HC0917| CI4562 MACK RM 1                             8.631 METERS 00112     |
 HC0917| HC0919 WOMACK                              APPROX. 8.5 KM 0784916.6 |
 HC0917| HC0955 COTTENER FIRE TOWER                 APPROX.23.5 KM 1744605.9 |
 HC0917| CI4563 MACK RM 2                            15.038 METERS 27221     |
 HC0917| CI4561 MACK AZ MK                                         2783739.8 |
 HC0917|---------------------------------------------------------------------|
 HC0917
 HC0917                          SUPERSEDED SURVEY CONTROL
 HC0917
 HC0917  NAD 83(1997)-  37 40 26.43018(N)    090 14 02.10516(W) AD(       ) 3
 HC0917  NAD 83(1986)-  37 40 26.43748(N)    090 14 02.10414(W) AD(       ) 3
 HC0917  NAD 27      -  37 40 26.24700(N)    090 14 01.66200(W) AD(       ) 3
 HC0917
 HC0917.Superseded values are not recommended for survey control.
 HC0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0917.See file dsdata.txt to determine how the superseded data were derived.
 HC0917
 HC0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB4395073247(NAD 83)
 HC0917_MARKER: DS = TRIANGULATION STATION DISK
 HC0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0917+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 HC0917
 HC0917  HISTORY     - Date     Condition        Report By
 HC0917  HISTORY     - 1979     MONUMENTED       NGS
 HC0917  HISTORY     - 20031007 GOOD             MODNR
 HC0917
 HC0917                          STATION DESCRIPTION
 HC0917
 HC0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HC0917'SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 HC0917'FOUND LYING ON TOP OF THE GROUND.  UNDERGROUND STATION MARK, AZIMUTH
 HC0917'MARK AND THE FARMINGTON OMNI RANGE STATION WERE RECOVERED IN GOOD
 HC0917'CONDITION AND AS PREVIOUSLY DESCRIBED.  A NEW SURFACE STATION MARK
 HC0917'WAS SET DIRECTLY OVER THE UNDERGROUND MARK AND REFERENCE MARKS 3 AND 4
 HC0917'WERE ESTABLISHED.  AZIMUTH MARK WAS NOT GROUND VISIBLE DUE TO CROPS
 HC0917'AND TREES BEING LEAFED OUT.  THE COTTENER LOOKOUT TOWER WAS NOT
 HC0917'VISIBLE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HC0917'
 HC0917'THE STATION IS ABOUT 12-1/2 MILES SOUTHEAST OF FARMINGTON, 10 MILES
 HC0917'NORTH-NORTHEAST OF FREDERICKTOWN AND 0.05 MILE SOUTH OF STATE ROAD T,
 HC0917'AT THE FARMINGTON OMNI RANGE STATION.
 HC0917'
 HC0917'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 AND STATE
 HC0917'ROAD 00 AT FREDERICKTOWN, GO NORTH ON ROAD 00 FOR 8.0 MILES TO STATE
 HC0917'ROAD T ON THE RIGHT.  TURN RIGHT AND GO EAST ON ROAD T FOR 3.5 MILES
 HC0917'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.2 MILE TO A
 HC0917'GATE AND THE ENTRANCE TO THE OMNI RANGE STATION ON THE RIGHT.  TURN
 HC0917'RIGHT, PASS THROUGH THE GATE, AND GO SOUTH FOR 0.05 MILE TO THE MARKS
 HC0917'ON THE LEFT.  A KEY FOR THE GATE MAY BE OBTAINED FROM THE FAA OFFICE
 HC0917'AT FARMINGTON.
 HC0917'
 HC0917'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---MACK 1956 1979---
 HC0917'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  THE
 HC0917'UNDERGROUND MARK IS A STANDARD DISK, STAMPED---MACK 1956---SET IN AN
 HC0917'IRREGULAR MASS OF CONCRETE WHICH IS 32 INCHES BELOW THE GROUND
 HC0917'SURFACE.  MARKS ARE 180.5 FEET NORTH OF THE NORTHEAST CORNER OF THE
 HC0917'OMNI RANGE BUILDING, 23.5 FEET EAST OF THE CENTERLINE OF THE ROAD TO
 HC0917'THE OMNI RANGE BUILDING, 2.5 FEET NORTH OF A WITNESS POST AND ARE
 HC0917'ABOUT 3 FEET LOWER THAN THE ROAD SURFACE.
 HC0917'
 HC0917'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---MACK 1956 NO 3
 HC0917'1979---SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 HC0917'INCHES.  IT IS 165.5 FEET NORTH OF THE NORTHEAST CORNER OF THE
 HC0917'BUILDING, 17.0 FEET SOUTHWEST OF THE WITNESS POST, 13.5 FEET EAST
 HC0917'OF THE CENTERLINE OF THE ROAD AND IS ABOUT THE SAME ELEVATION AS
 HC0917'THE STATION.
 HC0917'
 HC0917'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---MACK 1956 NO 4
 HC0917'1979---SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 HC0917'INCHES.  IT IS 194.0 FEET NORTH OF THE NORTHEAST CORNER OF THE
 HC0917'BUILDING, 17.5 FEET NORTHWEST OF THE WITNESS POST, 13.5 FEET EAST OF
 HC0917'THE CENTERLINE OF THE ROAD AND ABOUT THE SAME ELEVATION AS THE
 HC0917'STATION.
 HC0917'
 HC0917'AZIMUTH MARK IS A STANDARD DISK, STAMPED---MACK 1956---SET IN THE
 HC0917'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 30 FEET
 HC0917'NORTH OF THE CENTERLINE OF ROAD T, 1 FOOT SOUTH OF A FENCE AND 1 FOOT
 HC0917'EAST OF A WITNESS POST.
 HC0917'
 HC0917'THE FARMINGTON OMNI RANGE STATION IS A FEDERAL AVIATION AGENCY AIR
 HC0917'NAVIGATION FACILITY ATOP A WHITE BUILDING.  A REPRESENTATIVE OF THE
 HC0917'AGENCY STATED THE DOME HAS BEEN IN PLACE SINCE 1947.  DISTANCE USED IN
 HC0917'THIS DESCRIPTION WAS OBTAINED IN 1956.
 HC0917
 HC0917                          STATION RECOVERY (2003)
 HC0917
 HC0917'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (RWR)
 HC0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1025 ***********************************************************************
 KD1025  DESIGNATION -  MACON
 KD1025  PID         -  KD1025
 KD1025  STATE/COUNTY-  MO/MACON
 KD1025  USGS QUAD   -  MACON (1971)
 KD1025
 KD1025                         *CURRENT SURVEY CONTROL
 KD1025  ___________________________________________________________________
 KD1025* NAD 83(1997)-  39 44 43.26281(N)    092 27 44.19865(W)     ADJUSTED  
 KD1025* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 KD1025  ___________________________________________________________________
 KD1025  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 KD1025  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD1025
 KD1025  HORZ ORDER  -  SECOND
 KD1025
 KD1025.The horizontal coordinates were established by classical geodetic methods
 KD1025.and adjusted by the National Geodetic Survey in February 2000..
 KD1025
 KD1025.The orthometric height was scaled from a topographic map.
 KD1025
 KD1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1025
 KD1025.The geoid height was determined by GEOID03.
 KD1025
 KD1025;                    North         East     Units Scale Factor Converg.
 KD1025;SPC MO C     -   434,176.743   503,232.997   MT  0.99993346   +0 01 26.8
 KD1025;UTM  15      - 4,399,632.494   546,070.011   MT  0.99962613   +0 20 37.7
 KD1025
 KD1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1025!SPC MO C     -   0.99996392  x   0.99993346  =   0.99989739
 KD1025!UTM  15      -   0.99996392  x   0.99962613  =   0.99959007
 KD1025
 KD1025|---------------------------------------------------------------------|
 KD1025| PID    Reference Object                     Distance      Geod. Az  |
 KD1025|                                                           dddmmss.s |
 KD1025| AI9043 MACON RM 3                           57.485 METERS 00342     |
 KD1025| CL9824 MACON AZ MK                                        0284859.6 |
 KD1025| CL9826 MACON RM 1                           52.764 METERS 17741     |
 KD1025| KD1024 MACON S H OSTEO SANATARIUM STK      APPROX. 2.8 KM 1891127.9 |
 KD1025| KD1029 MACON MUN WATER AND LT PLT STK      APPROX. 1.1 KM 2104021.7 |
 KD1025| CL9825 MACON AZ MK RESET                                  2153957.8 |
 KD1025| KD1027 MACON MUNICIPAL TANK                APPROX. 1.7 KM 2292353.9 |
 KD1025| CL9827 MACON RM 2                           92.812 METERS 23547     |
 KD1025| KD1038 MACON MO HIWAY PATROL RAD MAST      APPROX. 1.3 KM 2945007.6 |
 KD1025| AI9044 MACON RM 4                           81.016 METERS 29509     |
 KD1025|---------------------------------------------------------------------|
 KD1025
 KD1025                          SUPERSEDED SURVEY CONTROL
 KD1025
 KD1025  NAD 83(1997)-  39 44 43.26613(N)    092 27 44.20589(W) AD(       ) 2
 KD1025  NAD 83(1986)-  39 44 43.26779(N)    092 27 44.20700(W) AD(       ) 2
 KD1025  NAD 27      -  39 44 43.14470(N)    092 27 43.53880(W) AD(       ) 2
 KD1025
 KD1025.Superseded values are not recommended for survey control.
 KD1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1025.See file dsdata.txt to determine how the superseded data were derived.
 KD1025
 KD1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4607099632(NAD 83)
 KD1025_MARKER: DS = TRIANGULATION STATION DISK
 KD1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1025_STAMPING: MACON 1934
 KD1025_MARK LOGO: CGS   
 KD1025_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KD1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1025+STABILITY: SURFACE MOTION
 KD1025
 KD1025  HISTORY     - Date     Condition        Report By
 KD1025  HISTORY     - 1934     MONUMENTED       CGS
 KD1025  HISTORY     - 1948     GOOD             CGS
 KD1025  HISTORY     - 1949     GOOD             CGS
 KD1025  HISTORY     - 1963     GOOD             CGS
 KD1025  HISTORY     - 1966     GOOD             CGS
 KD1025  HISTORY     - 1980     GOOD             NGS
 KD1025  HISTORY     - 19800101 GOOD             NGS
 KD1025  HISTORY     - 1984     GOOD             MOHC
 KD1025
 KD1025                          STATION DESCRIPTION
 KD1025
 KD1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1025'STATION IS IN THE NORTHEASTERN PART OF THE TOWN OF MACON, ABOUT 0.75
 KD1025'MILE NE OF THE POST OFFICE, AND ABOUT 0.5 MILE SSE OF THE JUNCTION
 KD1025'OF U.S. HIGHWAYS 36 AND 63 (WHICH JUNCTION IS AT THE NORTHERN EDGE
 KD1025'OF TOWN), ON GROUNDS OF THE MACON HIGH SCHOOL, ABOUT 400 FEET E OF
 KD1025'THE MAIN BUILDING OF THE HIGH SCHOOL, 275 FEET E OF THE NE CORNER
 KD1025'OF THE HIGH SCHOOL WOOD-AND-IRON SHOP, 22 FEET S OF THE CENTER
 KD1025'LINE OF THE 100-YARD, STRAIGHT-WAY, CINDER TRACK, 12 FEET W OF THE
 KD1025'E (BACK) PROPERTY LINE OF SCHOOL GROUNDS.  THE MARK IS FLUSH
 KD1025'WITH THE SURFACE.
 KD1025'
 KD1025'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KD1025'BRONZE DISKS SET IN CONCRETE.
 KD1025'
 KD1025'REFERENCE MARK NO. 1 IS S OF THE STATION, AT THE SE CORNER OF THE
 KD1025'SCHOOL GROUNDS, 1 FOOT NE OF CORNER POST OF A WIRE FENCE, AND
 KD1025'PROJECTS 6 INCHES.
 KD1025'
 KD1025'REFERENCE MARK NO. 2 IS WSW OF STATION, 1 FOOT N OF WIRE FENCE,
 KD1025'ABOUT 135 FEET SE OF THE SE CORNER OF THE HIGH SCHOOL GYMNASIUM,
 KD1025'75 FEET E OF THE FENCE CORNER POST, 256.25 FEET W OF REFERENCE MARK
 KD1025'NO. 1, AND PROJECTS 6 INCHES.
 KD1025'
 KD1025'AZIMUTH MARK IS APPROXIMATELY 0.75 MILE NNE OF STATION, ABOUT 0.5
 KD1025'MILE E OF THE JUNCTION OF U.S. HIGHWAY 36 AND 63, ON S SIDE OF U.S.
 KD1025'HIGHWAY 36, 33 FEET S OF ITS CENTER LINE, 4 FEET W OF A GATE POST,
 KD1025'10 FEET E OF A TELEPHONE POLE, 1 FOOT S OF THE RIGHT-OF-WAY FENCE,
 KD1025'AND PROJECTS 6 INCHES.
 KD1025'
 KD1025'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 KD1025'
 KD1025'ALL LIGHTS CAME INTO VIEW AT 45 FEET.
 KD1025
 KD1025                          STATION RECOVERY (1948)
 KD1025
 KD1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1025'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 KD1025'THE WOOD AND IRON SHOP HAS AN ADDITION, A FOOTBALL FIELD HAS
 KD1025'REPLACED THE CINDER TRACK AND A SMALL DIFFERENCE IN THE
 KD1025'MEASUREMENTS TO THE REFERENCE MARKS WAS FOUND.  AS A RESULT A
 KD1025'COMPLETE NEW DESCRIPTION FOLLOWS.
 KD1025'
 KD1025'STATION IS LOCATED IN THE NORTHEASTERN PART OF THE TOWN OF MACON
 KD1025'ABOUT 3/4 MILE NORTHEAST OF THE POST OFFICE AND 1/2 MILE
 KD1025'SOUTH-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 36 AND 63 ON THE
 KD1025'GROUNDS OF MACON HIGH SCHOOL ABOUT 400 FEET EAST OF THE MAIN
 KD1025'BUILDING AND 230 FEET EAST OF THE EAST SIDE OF THE WOOD AND IRON
 KD1025'SHOP, 10 FEET SOUTH OF FENCE AROUND FOOTBALL FIELD, 38 FEET
 KD1025'WEST-SOUTHWEST OF POWER POLE WITH FLOODLIGHTS AND 46 FEET
 KD1025'EAST-SOUTHEAST OF POWER POLE WITH FLOODLIGHTS AND OPPOSITE THE
 KD1025'24-YARD LINE FROM THE EAST END OF THE FOOTBALL FIELD.  THE MARK
 KD1025'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISC IS STAMPED
 KD1025'MACON 1934.
 KD1025'
 KD1025'REFERENCE MARK NO. 1 IS 173.11 FEET SOUTH OF THE STATION, 40 FEET
 KD1025'WEST-SOUTHWEST OF POWER POLE AND 1 FOOT NORTH OF FENCE.  THE MARK
 KD1025'PROJECTS 6 INCHES AND THE DISC IS STAMPED MACON NO 1 1934.
 KD1025'
 KD1025'REFERENCE MARK NO. 2 IS 301.22 FEET WEST-SOUTHWEST OF THE STATION,
 KD1025'25 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF TIN-COVERED
 KD1025'BUILDING, 17 FEET EAST OF POWER POLE AND 1 FOOT NORTH OF FENCE.
 KD1025'THE MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED MACON NO 2
 KD1025'1934.
 KD1025'
 KD1025'THE AZIMUTH MARK IS 0.75 MILE NORTH-NORTHEAST OF THE STATION, ABOUT
 KD1025'1/2 MILE EAST OF THE JUNCTION OF U.S. HIGHWAYS 36 AND 63, 31 FEET
 KD1025'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 36, 3 FEET EAST-SOUTHEAST
 KD1025'OF TELEPHONE POLE, 23 FEET WEST-NORTHWEST OF RED FIRE PLUG, 1 FOOT
 KD1025'WEST OF CORNER FENCE POST AND 1 FOOT SOUTH OF THE SOUTH
 KD1025'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISC IS
 KD1025'STAMPED MACON 1934, AZIMUTH.
 KD1025'
 KD1025'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE DESCRIBED.
 KD1025'
 KD1025'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 63,
 KD1025'GO SOUTH ON U.S. HIGHWAY 63 FOR 0.65 MILE TO CROSS-STREET AND
 KD1025'MACON HIGH SCHOOL ON THE LEFT.  TURN LEFT AND EAST PAST THE SOUTH
 KD1025'SIDE OF SCHOOL TO THE SOUTH SIDE OF FOOTBALL FIELD FOR 0.15 MILE
 KD1025'TO THE STATION AS DESCRIBED.
 KD1025'
 KD1025'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 KD1025'63, GO EAST ON U.S. HIGHWAY 36 FOR 0.55 MILE TO THE AZIMUTH MARK ON
 KD1025'THE RIGHT AS DESCRIBED.
 KD1025'
 KD1025'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KD1025
 KD1025                          STATION RECOVERY (1949)
 KD1025
 KD1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1025'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 KD1025'CONDITION.  THE 1949 DISTANCE AND DIRECTIONS CHECKED WITH THE 1948.
 KD1025'
 KD1025'DUE TO SOME CHANGES AT THE SCHOOL A NEW DESCRIPTION FOLLOWS.
 KD1025'
 KD1025'THE STATION IS LOCATED AT THE NORTHEASTERLY EDGE OF MACON,
 KD1025'ON THE GROUNDS OF THE MACON HIGH SCHOOL.  IT IS APPROXIMATELY 400
 KD1025'FEET EAST OF THE MAIN BUILDING, 235 FEET EAST OF THE NORTHEAST
 KD1025'CORNER OF THE VOCATIONAL BUILDING (WORK SHOP), 37 FEET
 KD1025'WEST-SOUTHWEST OF THE EAST FLOODLIGHT POLE AND 11 FEET SOUTH OF THE
 KD1025'SOUTH SIDE OF THE ATHLETIC FIELD.  THE MARK IS FLUSH
 KD1025'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MACON
 KD1025'1934.
 KD1025'
 KD1025'REFERENCE MARK NO. 1 IS 173.11 FEET SOUTH OF THE STATION, AT THE
 KD1025'SOUTH EDGE OF SCHOOL GROUNDS, 41 FEET SOUTHWEST OF A POWERLINE POLE
 KD1025'WITH A TRANSFORMER AND 1 FOOT NORTH OF THE FENCE.  THE MARK
 KD1025'PROJECTS 4 INCHES AND THE DISK IS STAMPED MACON NO 1 1934.
 KD1025'
 KD1025'REFERENCE MARK NO. 2 IS 301.22 FEET SOUTHWEST OF THE STATION, AT
 KD1025'THE SOUTH EDGE OF THE SCHOOL GROUNDS, 24 FEET SOUTHEAST OF THE
 KD1025'SOUTHEAST CORNER OF A TIN COVERED BUILDING, 17.5 FEET EAST OF A
 KD1025'POWERLINE POLE, AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 KD1025'4 INCHES AND THE DISK IS STAMPED MACON NO 2 1934.
 KD1025'
 KD1025'AZIMUTH MARK IS ABOUT 0.75 MILE NORTH-NORTHEAST OF THE STATION,
 KD1025'0.5 MILE EAST OF THE INTERSECTION OF U.S. HIGHWAYS 36 AND 63, IN A
 KD1025'FENCE CORNER, 28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY 36, 10
 KD1025'FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND 3 FEET
 KD1025'SOUTH-SOUTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES
 KD1025'AND THE DISK IS STAMPED MACON 1934.
 KD1025'
 KD1025'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.15 MILE TO
 KD1025'HIGHWAY 63, TURN RIGHT (NORTH) ON HIGHWAY 63 FOR 0.65 MILE TO THE
 KD1025'INTERSECTION WITH U.S. HIGHWAY 36, TURN RIGHT (EAST) ON HIGHWAY 36
 KD1025'0.5 MILE TO THE MARK ON THE RIGHT.
 KD1025'
 KD1025'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KD1025
 KD1025                          STATION RECOVERY (1963)
 KD1025
 KD1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KD1025'THIS STATION WAS RECOVERED AS DESCRIBED, THE DISK WAS REMOVED FROM
 KD1025'THE CONCRETE STATION POST, THE AZIMUTH MARK HAD BEEN DISPLACED AND
 KD1025'THE LINE OF SIGHT WAS OBSTRUCTED, AND CONSTRUCTION AROUND THE
 KD1025'SCHOOL WOULD DESTROY BOTH REFERENCE MARKS.  THE DISK WAS REPLACED
 KD1025'IN THE STATION CONCRETE POST, THE AZIMUTH MARK WAS RESET WHERE IT
 KD1025'WAS VISIBLE FROM THE STATION, AND TWO NEW REFERENCE MARKS WERE
 KD1025'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 KD1025'
 KD1025'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF THE TOWN OF MACON
 KD1025'ON THE GROUNDS OF MACON HIGH SCHOOL IN THE OUTFIELD OF THE BALL
 KD1025'DIAMOND ABOUT 400 FEET EAST OF THE MAIN BUILDING, 234.5 FEET EAST
 KD1025'OF THE NORTHEAST CORNER OF THE VOCATIONAL BUILDING (WORK SHOP),
 KD1025'191 FEET SOUTH OF THE SOUTHWEST CORNER OF THE PRESSBOX FOR THE
 KD1025'FOOTBALL FIELD, 125 FEET NORTH-NORTHEAST OF A FLOODLIGHT FOR THE
 KD1025'BASEBALL FIELD, AND 63 FEET WEST OF ANOTHER FLOODLIGHT FOR THE
 KD1025'BASEBALL FIELD.  THE MARK IS 2 INCHES BELOW THE SURFACE OF THE
 KD1025'BASEBALL DIAMOND AND THE DISK IS STAMPED MACON 1934.
 KD1025'
 KD1025'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 7 FEET WEST OF THE 1ST
 KD1025'CONCRETE STEP FOR STAIRS LEADING TO THE PRESS BOX, AND 2 FEET SOUTH
 KD1025'OF THE MIDDLE STEEL SUPPORT FOR THE PRESS BOX.  THE MARK PROJECTS
 KD1025'6 INCHES AND THE DISK IS STAMPED MACON NO 3 1934.
 KD1025'
 KD1025'REFERENCE MARK NO. 4 IS WEST-NORTHWEST OF THE STATION, 64 FEET
 KD1025'SOUTH-SOUTHWEST OF HOME PLATE FOR THE BASEBALL FIELD, 40 FEET SOUTH
 KD1025'OF FLOODLIGHT POLE USED AS WEST GATE POST FOR ENTRANCE TO BALL
 KD1025'FIELD, 2 FEET NORTH OF THE NORTH END OF DUGOUT FOR BASEBALL
 KD1025'PLAYERS ON THE FIRST BASE SIDE OF THE DIAMOND, AND 1 FOOT EAST OF
 KD1025'BACK STOP SCREEN.  THE MARK IS FLUSH WITH SURFACE OF THE GROUND
 KD1025'AND THE DISK IS STAMPED MACON NO 4 1934.
 KD1025'
 KD1025'AZIMUTH MARK (RESET) IS 0.15 MILE SOUTHWEST OF THE STATION, AND 1
 KD1025'FOOT NORTHEAST OF THE SOUTHEAST CORNER OF THE NEW MACON ELEMENTARY
 KD1025'SCHOOL BUILDING.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 KD1025'STAMPED MACON 1934 RESET 1963.
 KD1025'
 KD1025'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1025
 KD1025                          STATION RECOVERY (1966)
 KD1025
 KD1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EEB)
 KD1025'STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND THE
 KD1025'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KD1025'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KD1025
 KD1025                          STATION RECOVERY (1980)
 KD1025
 KD1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KD1025'SURFACE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 KD1025'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY ROSE
 KD1025'BUSHES AND COULD NOT BE CLEARED.  THERE IS NO SUITABLE LOCATION FOR
 KD1025'AN ADDITIONAL AZIMUTH MARK DUE TO TREES AND BUILDINGS.  THE DISTANCE
 KD1025'TO REFERENCE MARK 3 AGREED WITH PREVIOUS DATA WHILE THE DISTANCE TO
 KD1025'REFERENCE MARK 4 WAS 0.02 FOOT LONGER.  THE DIRECTION TO REFERENCE
 KD1025'MARK 3 WAS 16 SECONDS LARGER AND TO REFERENCE MARK WAS 47 SECONDS
 KD1025'SMALLER.  A NEW DESCRIPTION FOLLOWS.
 KD1025'
 KD1025'THE STATION IS LOCATED IN MACON, IN THE BASEBALL FIELD OF THE MACON,
 KD1025'R-1, SCHOOL COMPLEX AND ABOUT 400 FEET EAST OF THE CENTER PART OF THE
 KD1025'COMPLEX.
 KD1025'
 KD1025'THE AZIMUTH MARK IS AT THE SOUTHEAST CORNER OF THE SCHOOL COMPLEX,
 KD1025'WHICH IS THE ELEMENTARY PART OF THE SCHOOL, ABOUT 0.15 MILE SOUTHWEST.
 KD1025'
 KD1025'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---MACON 1934--- SET
 KD1025'IN THE TOP OF A ROUND CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND
 KD1025'SURFACE.  IT IS 234.5 FEET EAST OF THE NORTHEAST CORNER OF AN OLD
 KD1025'BRICK BUILDING, 191.0 FEET SOUTH OF THE SOUTHEAST SUPPORT FOR THE
 KD1025'PRESS BOX OF THE FOOTBALL/TRACK FIELD, 103.7 FEET NORTHEAST OF THE
 KD1025'2ND LIGHT POLE, FROM THE WEST AND SOUTHERNMOST POLE AND 46.5 FEET
 KD1025'WEST OF THE 3RD LIGHT POLE FROM THE SOUTHERMOST AND WEST LIGHT
 KD1025'POLE.  REBAR WAS DRIVEN ALONGSIDE THE MARK.  THE UNDERGROUND MARK
 KD1025'WAS NOT INSPECTED.
 KD1025'
 KD1025'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---MACON NO 3 1934---
 KD1025'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 KD1025'14.0 FEET WEST OF THE SOUTHEAST SUPPORT FOR THE PRESS BOX, 13.7 FEET
 KD1025'EAST OF THE SOUTHWEST SUPPORT OF THE PRESS BOX, 2.3 FEET SOUTH OF THE
 KD1025'SOUTH, CENTER, SUPPORT OF THE PRESS BOX AND BELOW THE EAST EDGE OF THE
 KD1025'1ST LANDING OF THE STAIRWAY TO THE PRESS BOX.
 KD1025'
 KD1025'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---MACON NO 4 1934---
 KD1025'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 4.0 FEET
 KD1025'NORTHEAST OF THE NORTHWEST CORNER OF THE DUGOUT AT FIRST BASE, 3.0
 KD1025'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE DUGOUT AND 2.0 FEET
 KD1025'NORTH OF THE NORTH SIDE OF THE DUGOUT.
 KD1025'
 KD1025'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---MACON AZIMUTH 1934
 KD1025'RESET 1963--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 KD1025'6 INCHES.  IT IS 1.1 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 KD1025'ELEMENTARY PART OF THE SCHOOL COMPLEX AND 0.8 FOOT EAST OF THE EAST
 KD1025'WALL.
 KD1025'
 KD1025'REBAR WAS DRIVEN ALONGSIDE BOTH REFERENCE MARKS.
 KD1025
 KD1025                          STATION RECOVERY (1980)
 KD1025
 KD1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KD1025'SURFACE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 KD1025'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY ROSE
 KD1025'BUSHES AND COULD NOT BE CLEARED.  THERE IS NO SUITABLE LOCATION FOR AN
 KD1025'ADDITIONAL AZIMUTH MARK DUE TO TREES AND BUILDINGS.  THE DISTANCE TO
 KD1025'REFERENCE MARK 3 AGREED WITH PREVIOUS DATA WHILE THE DISTANCE TO
 KD1025'REFERENCE MARK 4 WAS 0.02 FT (0.61 CM) LONGER.  THE DIRECTION TO
 KD1025'REFERENCE MARK 3 WAS 16 SECONDS LARGER AND TO REFERENCE MARK 4 WAS 47
 KD1025'SECONDS SMALLER.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED
 KD1025'IN MACON, IN THE BASEBALL FIELD OF THE MACON, R-1, SCHOOL COMPLEX AND
 KD1025'ABOUT 400 FT (121.9 M) EAST OF THE CENTER PART OF THE COMPLEX.  THE
 KD1025'AZIMUTH MARK IS AT THE SOUTHEAST CORNER OF THE SCHOOL COMPLEX, WHICH
 KD1025'IS THE ELEMENTARY PART OF THE SCHOOL, ABOUT 0.15 MI (0.24 KM)
 KD1025'SOUTHWEST.  SURFACE STATION MARK IS A STANDARD DISK, STAMPED MACON
 KD1025'1934, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 2 INCHES BELOW
 KD1025'THE GROUND SURFACE.  IT IS 234.5 FT (71.5 M) EAST OF THE NORTHEAST
 KD1025'CORNER OF AN OLD BRICK BUILDING, 191.0 FT (58.2 M) SOUTH OF THE
 KD1025'SOUTHEAST SUPPORT FOR THE PRESS BOX OF THE FOOTBALL TRACK FIELD, 103.7
 KD1025'FT (31.6 M) NORTHEAST OF THE 2ND LIGHT POLE, FROM THE WEST AND
 KD1025'SOUTHERNMOST POLE AND 46.5 FT (14.2 M) WEST OF THE 3RD LIGHT POLE FROM
 KD1025'THE SOUTHERNMOST AND WEST LIGHT POLE.  REBAR WAS DRIVEN ALONGSIDE THE
 KD1025'MARK.  THE UNDERGROUND MARK WAS NOT INSPECTED. REFERENCE MARK 3 IS A
 KD1025'STANDARD DISK, STAMPED MACON NO 3 1934, SET IN THE TOP OF A ROUND
 KD1025'CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 14.0 FT (4.3 M) WEST OF
 KD1025'THE SOUTHEAST SUPPORT FOR THE PRESS BOX, 13.7 FT (4.2 M) EAST OF THE
 KD1025'SOUTHWEST SUPPORT OF THE PRESS BOX, 2.3 FT (0.7 M) SOUTH OF THE SOUTH,
 KD1025'CENTER, SUPPORT OF THE PRESS BOX, 2.3 FT (0.7 M) SOUTH OF THE SOUTH,
 KD1025'CENTER, SUPPORT OF THE PRESS BOX AND BELOW THE EAST EDGE OF THE 1ST
 KD1025'LANDING OF THE STAIRWAY TO THE PRESS BOX.  REFERENCE MARK 4 IS A
 KD1025'STANDARD DISK, STAMPED MACON NO 4 1934, SET IN THE TOP OF A ROUND
 KD1025'CONCRETE POST THAT IS FLUSH.  IT IS 4.0 FT (1.2 M) NORTHEAST OF THE
 KD1025'NORTHWEST CORNER OF THE DUGOUT AT FIRST BASE, 3.0 FT (0.9 M) NORTHWEST
 KD1025'OF THE NORTHEAST CORNER OF THE DUGOUT AND 2.0 FT (0.6 M) NORTH OF THE
 KD1025'NORTH SIDE OF THE DUGOUT.  THE AZIMUTH MARK IS A STANDARD DISK,
 KD1025'STAMPED MACON AZIMUTH 1934 RESET 1963, SET IN THE TOP OF A ROUND
 KD1025'CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 1.1 FT (0.3 M) NORTHEAST
 KD1025'OF THE SOUTHEAST CORNER OF THE ELEMENTARY PART OF THE SCHOOL COMPLEX
 KD1025'AND 0.8 FT (24.4 CM) EAST OF THE EAST WALL.  REBAR WAS DRIVEN
 KD1025'ALONGSIDE BOTH REFERENCE MARKS.
 KD1025
 KD1025                          STATION RECOVERY (1984)
 KD1025
 KD1025'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1984 (NP)
 KD1025'MACON 1934 RECOVERED GOOD NEAR CENTER FIELD OF NEW BALL FIELD.
 KD1025'
 KD1025'AZ MK RECOVERED GOOD 1.0 S.E. OF NEW MIDDLE SCHOOL.
 KD1025'
 KD1025'DESCRIPTION OF 1963 OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1024 ***********************************************************************
 KD1024  DESIGNATION -  MACON S H OSTEO SANATARIUM STK
 KD1024  PID         -  KD1024
 KD1024  STATE/COUNTY-  MO/MACON
 KD1024  USGS QUAD   -  MACON (1971)
 KD1024
 KD1024                         *CURRENT SURVEY CONTROL
 KD1024  ___________________________________________________________________
 KD1024* NAD 83(1997)-  39 43 12.99679(N)    092 28 03.11175(W)     ADJUSTED  
 KD1024* NAVD 88     -                                                        
 KD1024  ___________________________________________________________________
 KD1024  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 KD1024  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KD1024
 KD1024  HORZ ORDER  -  THIRD
 KD1024
 KD1024.The horizontal coordinates were established by classical geodetic methods
 KD1024.and adjusted by the National Geodetic Survey in February 2000..
 KD1024
 KD1024
 KD1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1024
 KD1024.The geoid height was determined by GEOID03.
 KD1024
 KD1024;                    North         East     Units Scale Factor Converg.
 KD1024;SPC MO C     -   431,392.810   502,783.744   MT  0.99993343   +0 01 14.7
 KD1024;UTM  15      - 4,396,846.955   545,636.428   MT  0.99962564   +0 20 25.0
 KD1024
 KD1024                          SUPERSEDED SURVEY CONTROL
 KD1024
 KD1024  NAD 83(1997)-  39 43 12.99998(N)    092 28 03.11908(W) AD(       ) 4
 KD1024  NAD 83(1986)-  39 43 13.00176(N)    092 28 03.11991(W) AD(       ) 4
 KD1024  NAD 27      -  39 43 12.87500(N)    092 28 02.45300(W) AD(       ) 3
 KD1024
 KD1024.Superseded values are not recommended for survey control.
 KD1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1024.See file dsdata.txt to determine how the superseded data were derived.
 KD1024
 KD1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4563696847(NAD 83)
 KD1024_MARKER: 63 = STACK
 KD1024
 KD1024  HISTORY     - Date     Condition        Report By
 KD1024  HISTORY     - 1934     FIRST OBSERVED   CGS
 KD1024  HISTORY     - 1948     GOOD             CGS
 KD1024  HISTORY     - 1957     GOOD             CGS
 KD1024  HISTORY     - 1990     GOOD             USPSQD
 KD1024  HISTORY     - 20040604 GOOD             USPSQD
 KD1024
 KD1024                          STATION DESCRIPTION
 KD1024
 KD1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1024'THIS STATION IS THE CENTER OF THE OCTAGONAL RED BRICK STACK AT
 KD1024'THE HILDRETH SANITARIUM IN THE SOUTHERN PART OF THE CITY OF
 KD1024'MACON.
 KD1024
 KD1024                          STATION RECOVERY (1948)
 KD1024
 KD1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1024'STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE CITY OF MACON
 KD1024'ON THE WEST SIDE OF U.S. HIGHWAY 63 OPPOSITE THE FAIR GROUNDS.
 KD1024'
 KD1024'THE STACK IS BUILT INTO THE REAR PART OF THE MAIN BUILDING,
 KD1024'90 FEET HIGH AND ABOUT 15 FEET IN DIAMETER AT THE BASE.  IT
 KD1024'IS CONSTRUCTED OF RED BRICK.
 KD1024'
 KD1024'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 KD1024'
 KD1024'PROBABLY THE SAME STATION AS MACON, HILDRETH SANATORIUM,
 KD1024'OCTAGONAL RED BRICK STACK, 1934.
 KD1024
 KD1024                          STATION RECOVERY (1957)
 KD1024
 KD1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD1024'STATION WAS FOUND IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 KD1024'ADEQUATE.
 KD1024
 KD1024                          STATION RECOVERY (1990)
 KD1024
 KD1024'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1024'RECOVERED IN GOOD CONDITION.
 KD1024
 KD1024                          STATION RECOVERY (2004)
 KD1024
 KD1024'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLL)
 KD1024'THE BUILDING AND PROPERTY IS NOW A HISTORICAL LANDMARK. ONE OF THE
 KD1024'VERY FEW OCTAGONAL STACKS STILL SURVIVING. THE STACK IS YELLOW BRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0566 ***********************************************************************
 LE0566  DESIGNATION -  MADISON
 LE0566  PID         -  LE0566
 LE0566  STATE/COUNTY-  MO/GRUNDY
 LE0566  USGS QUAD   -  TRENTON WEST (1984)
 LE0566
 LE0566                         *CURRENT SURVEY CONTROL
 LE0566  ___________________________________________________________________
 LE0566* NAD 83(1997)-  40 03 40.10619(N)    093 44 15.45393(W)     ADJUSTED  
 LE0566* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 LE0566  ___________________________________________________________________
 LE0566  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 LE0566  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LE0566
 LE0566  HORZ ORDER  -  FIRST
 LE0566
 LE0566.The horizontal coordinates were established by classical geodetic methods
 LE0566.and adjusted by the National Geodetic Survey in February 2000..
 LE0566
 LE0566.The orthometric height was scaled from a topographic map.
 LE0566
 LE0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0566
 LE0566.The geoid height was determined by GEOID03.
 LE0566
 LE0566;                    North         East     Units Scale Factor Converg.
 LE0566;SPC MO C     -   469,970.749   394,414.266   MT  1.00007053   -0 47 47.8
 LE0566;SPC MO W     -   432,534.773   915,040.456   MT  0.99999323   +0 29 26.5
 LE0566;UTM  15      - 4,434,803.891   437,092.348   MT  0.99964872   -0 28 29.1
 LE0566
 LE0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0566!SPC MO C     -   0.99995987  x   1.00007053  =   1.00003040
 LE0566!SPC MO W     -   0.99995987  x   0.99999323  =   0.99995310
 LE0566!UTM  15      -   0.99995987  x   0.99964872  =   0.99960861
 LE0566
 LE0566:                Primary Azimuth Mark                     Grid Az
 LE0566:SPC MO C     -  MADISON AZ MK                            018 57 37.2
 LE0566:SPC MO W     -  MADISON AZ MK                            017 40 22.9
 LE0566:UTM  15      -  MADISON AZ MK                            018 38 18.5
 LE0566
 LE0566|---------------------------------------------------------------------|
 LE0566| PID    Reference Object                     Distance      Geod. Az  |
 LE0566|                                                           dddmmss.s |
 LE0566| CL9830 MADISON AZ MK                                      0180949.4 |
 LE0566| LE0565 GRUNDY                              APPROX. 6.9 KM 0694912.8 |
 LE0566| LE0567 TRENTON MUNICIPAL TANK              APPROX. 9.2 KM 0765052.8 |
 LE0566| LE0564 1419                                162.768 METERS 10734     |
 LE0566| CL9831 MADISON RM 1                         43.550 METERS 12638     |
 LE0566| CL9832 MADISON RM 2                         36.421 METERS 22024     |
 LE0566|---------------------------------------------------------------------|
 LE0566
 LE0566                          SUPERSEDED SURVEY CONTROL
 LE0566
 LE0566  NAD 83(1997)-  40 03 40.10677(N)    093 44 15.45533(W) AD(       ) 1
 LE0566  NAD 83(1997)-  40 03 40.10837(N)    093 44 15.45671(W) AD(       ) 1
 LE0566  NAD 83(1986)-  40 03 40.10802(N)    093 44 15.45614(W) AD(       ) 1
 LE0566  NAD 27      -  40 03 40.06970(N)    093 44 14.65710(W) AD(       ) 1
 LE0566
 LE0566.Superseded values are not recommended for survey control.
 LE0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0566.See file dsdata.txt to determine how the superseded data were derived.
 LE0566
 LE0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE3709234804(NAD 83)
 LE0566_MARKER: DS = TRIANGULATION STATION DISK
 LE0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0566
 LE0566  HISTORY     - Date     Condition        Report By
 LE0566  HISTORY     - 1948     MONUMENTED       CGS
 LE0566  HISTORY     - 1966     GOOD             CGS
 LE0566
 LE0566                          STATION DESCRIPTION
 LE0566
 LE0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 LE0566'STATION IS LOCATED ABOUT 6 MILES WEST AND 1.5 MILES SOUTH OF TRENTON
 LE0566'ON LAND OWNED AND OCCUPIED BY MRS. MABLE THORNBURG.  IT IS IN THE
 LE0566'LOT NORTHWEST OF THE FARM HOUSE IN A CLEARING IN A GROVE OF TREES,
 LE0566'101.5 FEET SOUTH OF AN EAST-WEST FENCE AND 216 FEET WEST OF THE
 LE0566'NORTHWEST CORNER OF THE WESTERLY ONE OF TWO BARNS.  IT IS STAMPED
 LE0566'MADISON 1948 AND PROJECTS 3 INCHES.
 LE0566'
 LE0566'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF THE LOT, 111 FEET WEST
 LE0566'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 1 FOOT NORTHWEST OF
 LE0566'A T-FENCE CORNER AND 1 FOOT NORTH OF THE EAST-WEST FENCE.  IT IS
 LE0566'STAMPED MADISON NO 1 1948 AND IS FLUSH WITH THE GROUND.
 LE0566'
 LE0566'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF THE LOT, 210 FEET EAST
 LE0566'OF A T-FENCE CORNER ON THE EAST SIDE OF A CULTIVATED FIELD AND 1
 LE0566'FOOT NORTH OF THE FENCE LINE.  IT IS STAMPED MADISON NO 2 1948 AND
 LE0566'IS FLUSH WITH THE GROUND.
 LE0566'
 LE0566'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 31.5 FEET WEST OF THE CENTER
 LE0566'OF STATE HIGHWAY 6 AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE.  IT IS
 LE0566'STAMPED MADISON 1948 AND PROJECTS 3 INCHES.
 LE0566'
 LE0566'U.S. GEOLOGICAL SURVEY BENCH MARK 1419 1934 IS ON THE EAST SHOULDER
 LE0566'OF STATE HIGHWAY 6 NEAR THE NORTH TIP OF A TRIANGLE PLOT CREATED BY
 LE0566'ROAD INTERSECTIONS.  IT IS 24 FEET EAST OF THE CENTER OF THE
 LE0566'HIGHWAY AND 9 FEET NORTH OF TELEPHONE POLE NO. 1825.  THE MARK IS A
 LE0566'STANDARD DISK SET IN TOP OF A 5-INCH SQUARE CONCRETE POST AND IS
 LE0566'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED
 LE0566'1419 1934.  A TRAVERSE CONNECTION WAS MADE TO THIS MARK.  MARK
 LE0566'HAS BEEN HIT BY GRADER AND IS SLIGHTLY TILTED.
 LE0566'
 LE0566'TO REACH FROM THE VILLAGE OF EDINBURG, GO WEST AND SOUTH OF STATE
 LE0566'HIGHWAY 6 FOR 3.3 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 LE0566'SOUTH FOR 0.35 MILE TO A POINT WHERE THE HIGHWAY CURVES WEST, TURN
 LE0566'SHARP RIGHT, NORTH ABOUT THE CENTER OF THE CURVE, THROUGH GATE
 LE0566'TO THE BARN YARD AND GO NORTHWESTERLY THROUGH TWO GATES FOR ABOUT
 LE0566'0.1 MILE TO THE STATION AS DESCRIBED.
 LE0566'
 LE0566'AN 87 FOOT SIGNAL AT GRUNDY IS VISIBLE AT 40 FEET.
 LE0566'
 LE0566'AN 87 FOOT SIGNAL AT PINKLEY IS VISIBLE AT 40 FEET.
 LE0566'
 LE0566'AN 87 FOOT SIGNAL AT JAMESPORT IS VISIBLE AT 15 FEET.
 LE0566'
 LE0566'A 74 FOOT SIGNAL AT LINCOLN IS VISIBLE AT 40 FEET.
 LE0566'
 LE0566'AN 87 FOOT SIGNAL AT LIERLEY IS VISIBLE AT 40 FEET.
 LE0566'
 LE0566'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LE0566
 LE0566                          STATION RECOVERY (1966)
 LE0566
 LE0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LE0566'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 LE0566'RECOVERED AND FOUND IN GOOD CONDITION.
 LE0566'
 LE0566'USGS B.M. 1419 HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 LE0566'
 LE0566'THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK WAS RECOVERED.
 LE0566'NO OBJECTS WERE VISIBLE FROM THE GROUND SO A NEW AZIMUTH MARK COULD
 LE0566'NOT BE SET.
 LE0566'
 LE0566'THE STATION IS 20 FEET NORTH OF AN EAST-WEST FENCE.
 LE0566'
 LE0566'R.M. NO. 1 IS 2 FEET SOUTH OF AN EAST-WEST FENCE.
 LE0566'
 LE0566'R.M. NO. 2 IS IN AN OPEN FIELD WEST-NORTHWEST OF A HOUSE.
 LE0566'
 LE0566'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 146 AND
 LE0566'170 WHICH IS 0.9 MILE WEST OF THE VILLAGE OF EDINBURG, GO WEST, AND
 LE0566'SOUTH ON STATE HIGHWAY 170 FOR 2.95 MILES TO A POINT WHERE THE
 LE0566'HIGHWAY CURVES WEST.  TURN SHARP RIGHT, NORTH, PASS THROUGH A GATE
 LE0566'AND ENTER BARNYARD AND GO NORTHWEST TO A BOARD GATE AT THE
 LE0566'SOUTHWEST CORNER OF A LARGE BARN.  PASS THROUGH THE GATE AND GO
 LE0566'WEST FOR 216 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0986 ***********************************************************************
 HC0986  DESIGNATION -  MADISON
 HC0986  PID         -  HC0986
 HC0986  STATE/COUNTY-  MO/MADISON
 HC0986  USGS QUAD   -  ROCK PILE MOUNTAIN (1980)
 HC0986
 HC0986                         *CURRENT SURVEY CONTROL
 HC0986  ___________________________________________________________________
 HC0986* NAD 83(1997)-  37 23 24.55971(N)    090 24 13.44805(W)     ADJUSTED  
 HC0986* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 HC0986  ___________________________________________________________________
 HC0986  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 HC0986  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HC0986
 HC0986  HORZ ORDER  -  THIRD
 HC0986
 HC0986.The horizontal coordinates were established by classical geodetic methods
 HC0986.and adjusted by the National Geodetic Survey in February 2000..
 HC0986
 HC0986.The orthometric height was scaled from a topographic map.
 HC0986
 HC0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0986
 HC0986.The geoid height was determined by GEOID03.
 HC0986
 HC0986;                    North         East     Units Scale Factor Converg.
 HC0986;SPC MO E     -   172,754.008   258,524.111   MT  0.99993423   +0 03 30.4
 HC0986;UTM  15      - 4,141,318.402   729,840.586   MT  1.00025077   +1 34 38.1
 HC0986
 HC0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0986!SPC MO E     -   0.99996204  x   0.99993423  =   0.99989627
 HC0986!UTM  15      -   0.99996204  x   1.00025077  =   1.00021280
 HC0986
 HC0986:                Primary Azimuth Mark                     Grid Az
 HC0986:SPC MO E     -  MADISON RM 3                             054 09 58.5
 HC0986:UTM  15      -  MADISON RM 3                             052 38 50.8
 HC0986
 HC0986|---------------------------------------------------------------------|
 HC0986| PID    Reference Object                     Distance      Geod. Az  |
 HC0986|                                                           dddmmss.s |
 HC0986| CI4571 MADISON RM 3                                       0541328.9 |
 HC0986| CI4569 MADISON RM 1                         24.883 METERS 25444     |
 HC0986| CI4570 MADISON RM 2                         21.604 METERS 34756     |
 HC0986| HC0985 LITTLE GRASSY                       APPROX. 8.1 KM 3591257.7 |
 HC0986|---------------------------------------------------------------------|
 HC0986
 HC0986                          SUPERSEDED SURVEY CONTROL
 HC0986
 HC0986  NAD 83(1997)-  37 23 24.56684(N)    090 24 13.44853(W) AD(       ) 3
 HC0986  NAD 83(1986)-  37 23 24.57167(N)    090 24 13.44667(W) AD(       ) 3
 HC0986  NAD 27      -  37 23 24.40030(N)    090 24 13.02200(W) AD(       ) 3
 HC0986
 HC0986.Superseded values are not recommended for survey control.
 HC0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0986.See file dsdata.txt to determine how the superseded data were derived.
 HC0986
 HC0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2984141318(NAD 83)
 HC0986_MARKER: DS = TRIANGULATION STATION DISK
 HC0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0986
 HC0986  HISTORY     - Date     Condition        Report By
 HC0986  HISTORY     - 1963     MONUMENTED       CGS
 HC0986
 HC0986                          STATION DESCRIPTION
 HC0986
 HC0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0986'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF FREDERICKTOWN,
 HC0986'6 MILES NORTH OF COLDWATER, IN THE SOUTHEAST 1/4 OF
 HC0986'SECTION 5, T 31 N, R 6 E., AND ON THE PROPERTY OF MR. C.A.
 HC0986'ALSOP, JR.  IT IS 4 FEET SOUTHEAST OF A WITNESS POST, 19
 HC0986'FEET NORTH OF A 12 INCH HICKORY TREE WITH A TRIANGULAR BLAZE
 HC0986'ON ITS NORTH SIDE AND 37 FEET NORTH OF THE CENTERLINE OF COUNTY
 HC0986'ROAD C.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HC0986'STAMPED MADISON 1963.
 HC0986'
 HC0986'TO REACH FROM THE POST OFFICE IN FREDERICKTOWN, GO SOUTH
 HC0986'ON U.S. HIGHWAY 67 FOR 5.1 MILES TO THE JUNCTION WITH COUNTY
 HC0986'ROAD C.  TURN RIGHT AND GO WEST-SOUTHWEST ON COUNTY ROAD C
 HC0986'FOR 8.75 MILES TO THE JUNCTION WITH COUNTY ROAD CC.  CONTINUE
 HC0986'SOUTHERLY ON COUNTY ROAD C FOR 0.75 MILE TO THE JUNCTION
 HC0986'WITH COUNTY ROAD EE.  CONTINUE SOUTH-SOUTHWEST ON COUNTY
 HC0986'ROAD C FOR 1.25 MILES TO REFERENCE MARK 3 ON THE LEFT.
 HC0986'CONTINUE SOUTHWEST ON COUNTY ROAD C FOR 0.1 MILE TO THE
 HC0986'STATION ON THE LEFT.
 HC0986'
 HC0986'REFERENCE MARK 1 IS 18 FEET NORTHWEST OF A 12 INCH OAK TREE,
 HC0986'34 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD C AND 85 FEET
 HC0986'WEST OF THE WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES
 HC0986'AND THE DISK IS STAMPED MADISON NO 1 1963.
 HC0986'
 HC0986'REFERENCE MARK 2 IS 11 FEET SOUTHEAST OF A 12 INCH PINE TREE,
 HC0986'25 FEET WEST OF AN 8 INCH PINE TREE, 36 FEET NORTH OF THE
 HC0986'CENTERLINE OF COUNTY ROAD C AND 74 FEET NORTH OF THE
 HC0986'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 HC0986'IS STAMPED MADISON NO 2 1963.
 HC0986'
 HC0986'REFERENCE MARK 3 IS 1 FOOT EAST OF A WITNESS POST, 24 FEET
 HC0986'WEST OF A 14 INCH HICKORY TREE AND 34 FEET NORTHEAST OF
 HC0986'THE CENTERLINE OF COUNTY ROAD C.  THE MONUMENT PROJECTS
 HC0986'4 INCHES AND THE DISK IS STAMPED MADISON NO 3 1963.
 HC0986'
 HC0986'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1890 ***********************************************************************
 GD1890  DESIGNATION -  MADPORT
 GD1890  PID         -  GD1890
 GD1890  STATE/COUNTY-  MO/NEW MADRID
 GD1890  USGS QUAD   -  NEW MADRID (1971)
 GD1890
 GD1890                         *CURRENT SURVEY CONTROL
 GD1890  ___________________________________________________________________
 GD1890* NAD 83(1997)-  36 32 04.83527(N)    089 35 59.75283(W)     ADJUSTED  
 GD1890* NAVD 88     -        89.6    (meters)     294.     (feet)  VERTCON   
 GD1890  ___________________________________________________________________
 GD1890  X           -      35,826.655 (meters)                     COMP
 GD1890  Y           -  -5,130,826.270 (meters)                     COMP
 GD1890  Z           -   3,776,063.564 (meters)                     COMP
 GD1890  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 GD1890  ELLIP HEIGHT-          61.26  (meters)          (02/17/00) GPS OBS
 GD1890  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GD1890
 GD1890  HORZ ORDER  -  THIRD
 GD1890  ELLP ORDER  -  FOURTH    CLASS I
 GD1890
 GD1890.This mark is at County Mem Airport (EIW)
 GD1890
 GD1890.The horizontal coordinates were established by GPS observations
 GD1890.and adjusted by the National Geodetic Survey in February 2000..
 GD1890
 GD1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1890
 GD1890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1890
 GD1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1890
 GD1890.The ellipsoidal height was determined by GPS observations
 GD1890.and is referenced to NAD 83.
 GD1890
 GD1890.The geoid height was determined by GEOID03.
 GD1890
 GD1890;                    North         East     Units Scale Factor Converg.
 GD1890;SPC MO E     -    78,194.428   330,597.772   MT  1.00001334   +0 32 09.1
 GD1890;UTM  16      - 4,046,399.589   267,242.858   MT  1.00026752   -1 32 54.4
 GD1890
 GD1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1890!SPC MO E     -   0.99999039  x   1.00001334  =   1.00000373
 GD1890!UTM  16      -   0.99999039  x   1.00026752  =   1.00025790
 GD1890
 GD1890:                Primary Azimuth Mark                     Grid Az
 GD1890:SPC MO E     -  MADPORT AZ MK                            359 14 45.3
 GD1890:UTM  16      -  MADPORT AZ MK                            001 19 48.8
 GD1890
 GD1890|---------------------------------------------------------------------|
 GD1890| PID    Reference Object                     Distance      Geod. Az  |
 GD1890|                                                           dddmmss.s |
 GD1890| GD1891 MADPORT AZ MK                       475.982 METERS 3594654.4 |
 GD1890|---------------------------------------------------------------------|
 GD1890
 GD1890                          SUPERSEDED SURVEY CONTROL
 GD1890
 GD1890  NAD 83(1997)-  36 32 04.83547(N)    089 35 59.75274(W) AD(       ) 3
 GD1890  NAD 83(1997)-  36 32 04.83623(N)    089 35 59.75259(W) AD(       ) 3
 GD1890  NAD 83(1997)-  36 32 04.84350(N)    089 35 59.75207(W) AD(       ) 3
 GD1890  NAD 83(1986)-  36 32 04.84606(N)    089 35 59.75119(W) AD(       ) 3
 GD1890  NGVD 29 (07/16/90)   89.5    (m)          294.     (f) GPS OBS        
 GD1890
 GD1890.Superseded values are not recommended for survey control.
 GD1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1890.See file dsdata.txt to determine how the superseded data were derived.
 GD1890
 GD1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6724346400(NAD 83)
 GD1890_MARKER: I = METAL ROD
 GD1890_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1890_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1890_STAMPING: MADPORT 1989
 GD1890_MARK LOGO: NGS   
 GD1890_PROJECTION: FLUSH
 GD1890_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1890+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 GD1890_ROD/PIPE-DEPTH: 39.6 meters
 GD1890_SLEEVE-DEPTH  : 0.91 meters
 GD1890
 GD1890  HISTORY     - Date     Condition        Report By
 GD1890  HISTORY     - 1989     MONUMENTED       NGS
 GD1890  HISTORY     - 19900214 GOOD
 GD1890
 GD1890                          STATION DESCRIPTION
 GD1890
 GD1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1890'THE STATION IS LOCATED ABOUT 8.1 KM (5.05 MI) SOUTH-SOUTHWEST OF NEW
 GD1890'MADRID, ABOUT 5.6 KM (3.50 MI) SOUTH OF HOWARDVILLE, AT THE JUNCTION
 GD1890'OF THE ENTRANCE RAMP AND RUNWAY AT THE NEW MADRID COUNTY MEMORIAL
 GD1890'AIRPORT.  OWNERSHIP--COUNTY OF NEW MADRID, P.O.BOX 68, NEW MADRID, MO
 GD1890'63869. MANAGER IS RUSSET TURNER, PHONE, 314-643-2387 OR 643-2602.
 GD1890'TO REACH THE STATION FROM THE WEST END OF COUNTY ROAD EE HIGHWAY
 GD1890'BRIDGE OVER INTERSTATE HIGHWAY 55 (EXIT 40), GO 0.08 KM (0.05 MI) TO
 GD1890'THE JUNCTION OF COUNTY ROAD AD ON THE RIGHT, TURN RIGHT, NORTH ON
 GD1890'COUNTY ROAD AD FOR 1.6 KM (1.00 MI) TO A CURVE IN THE COUNTY ROAD AND
 GD1890'THE AIRPORT ENTRANCE ROAD, STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD,
 GD1890'NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO THE AIRPORT
 GD1890'OFFICE AND APRON, TURN RIGHT, EAST ONTO THE ENTRANCE RAMP TO THE
 GD1890'JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 GD1890'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD ENCASSED
 GD1890'IN A 5-INCH PVC PIPE WITH A LOGO CAP, LOCATED 21.3 M (69.9 FT) NORTH
 GD1890'OF THE CENTER OF THE ENTRANCE RAMP, 18.7 M (61.4 FT) WEST OF THE
 GD1890'CENTER OF THE RUNWAY, 6.5 M (21.3 FT) WEST OF A RAMP LIGHT AND 6.5 M
 GD1890'(21.3 FT) WEST OF A FIBERGLASS WITNESS POST.
 GD1890'DESCRIBED BY M.L.M.
 GD1890
 GD1890                          STATION RECOVERY (1990)
 GD1890
 GD1890'RECOVERED 1990
 GD1890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1891 ***********************************************************************
 GD1891  DESIGNATION -  MADPORT AZ MK
 GD1891  PID         -  GD1891
 GD1891  STATE/COUNTY-  MO/NEW MADRID
 GD1891  USGS QUAD   -  NEW MADRID (1971)
 GD1891
 GD1891                         *CURRENT SURVEY CONTROL
 GD1891  ___________________________________________________________________
 GD1891* NAD 83(1997)-  36 32 20.27674(N)    089 35 59.82571(W)     ADJUSTED  
 GD1891* NAVD 88     -        89.     (meters)     292.     (feet)  VERTCON   
 GD1891  ___________________________________________________________________
 GD1891  X           -      35,822.862 (meters)                     COMP
 GD1891  Y           -  -5,130,542.701 (meters)                     COMP
 GD1891  Z           -   3,776,445.844 (meters)                     COMP
 GD1891  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 GD1891  ELLIP HEIGHT-          60.99  (meters)          (02/17/00) GPS OBS
 GD1891  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GD1891
 GD1891  HORZ ORDER  -  THIRD
 GD1891  ELLP ORDER  -  FOURTH    CLASS I
 GD1891
 GD1891.This mark is at County Mem Airport (EIW)
 GD1891
 GD1891.The horizontal coordinates were established by GPS observations
 GD1891.and adjusted by the National Geodetic Survey in February 2000..
 GD1891.No horizontal observational check was made to the station.
 GD1891
 GD1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1891
 GD1891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1891
 GD1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1891
 GD1891.The ellipsoidal height was determined by GPS observations
 GD1891.and is referenced to NAD 83.
 GD1891
 GD1891.The geoid height was determined by GEOID03.
 GD1891
 GD1891;                    North         East     Units Scale Factor Converg.
 GD1891;SPC MO E     -    78,670.375   330,591.507   MT  1.00001333   +0 32 09.2
 GD1891;UTM  16      - 4,046,875.571   267,253.912   MT  1.00026745   -1 32 55.1
 GD1891
 GD1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1891!SPC MO E     -   0.99999043  x   1.00001333  =   1.00000376
 GD1891!UTM  16      -   0.99999043  x   1.00026745  =   1.00025788
 GD1891
 GD1891:                Primary Azimuth Mark                     Grid Az
 GD1891:SPC MO E     -  MADPORT                                  179 14 45.2
 GD1891:UTM  16      -  MADPORT                                  181 19 49.5
 GD1891
 GD1891|---------------------------------------------------------------------|
 GD1891| PID    Reference Object                     Distance      Geod. Az  |
 GD1891|                                                           dddmmss.s |
 GD1891| GD1890 MADPORT                             475.982 METERS 1794654.4 |
 GD1891|---------------------------------------------------------------------|
 GD1891
 GD1891                          SUPERSEDED SURVEY CONTROL
 GD1891
 GD1891  NAD 83(1997)-  36 32 20.27695(N)    089 35 59.82562(W) AD(       ) 3
 GD1891  NAD 83(1997)-  36 32 20.27770(N)    089 35 59.82548(W) AD(       ) 3
 GD1891  NAD 83(1997)-  36 32 20.28498(N)    089 35 59.82495(W) AD(       ) 3
 GD1891  NAD 83(1986)-  36 32 20.28754(N)    089 35 59.82407(W) AD(       ) 3
 GD1891  NGVD 29 (07/16/90)   89.     (m)          292.     (f) GPS OBS        
 GD1891
 GD1891.Superseded values are not recommended for survey control.
 GD1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1891.See file dsdata.txt to determine how the superseded data were derived.
 GD1891
 GD1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6725446876(NAD 83)
 GD1891_MARKER: I = METAL ROD
 GD1891_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1891_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1891_STAMPING: MADPORT AZ MK 1989
 GD1891_MARK LOGO: NGS   
 GD1891_PROJECTION: FLUSH
 GD1891_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1891+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 GD1891_ROD/PIPE-DEPTH: 39.0 meters
 GD1891_SLEEVE-DEPTH  : 0.91 meters
 GD1891
 GD1891  HISTORY     - Date     Condition        Report By
 GD1891  HISTORY     - 1989     MONUMENTED       NGS
 GD1891  HISTORY     - 19900214 GOOD
 GD1891
 GD1891                          STATION DESCRIPTION
 GD1891
 GD1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1891'THE STATION IS LOCATED ABOUT 8.1 KM (5.05 MI) SOUTH-SOUTHWEST OF NEW
 GD1891'MADRID, ABOUT 5.6 KM (3.50 MI) SOUTH OF HOWARDVILLE, ON THE SOUTH SIDE
 GD1891'OF THE TURN-AROUND FOR RUNWAY 18, AT THE NEW MADRID COUNTY MEMORIAL
 GD1891'AIRPORT.  OWNERSHIP--COUNTY OF NEW MADRID, P.O.BOX 68, NEW MADRID, MO
 GD1891'63869. MANAGER IS RUSSET TURNER, PHONE, 314-643-2387 OR 643-2602.
 GD1891'TO REACH THE STATION FROM THE WEST END OF COUNTY ROAD EE HIGHWAY
 GD1891'BRIDGE OVER INTERSTATE HIGHWAY 55 (EXIT 40), GO 0.08 KM (0.05 MI) TO
 GD1891'THE JUNCTION OF COUNTY ROAD AD ON THE RIGHT, TURN RIGHT, NORTH ON
 GD1891'COUNTY ROAD AD FOR 1.6 KM (1.00 MI) TO A CURVE IN THE COUNTY ROAD AND
 GD1891'THE AIRPORT ENTRANCE ROAD, STRIGHT AHEAD, CONTINUE STRIGHT AHEAD,
 GD1891'NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO THE AIRPORT
 GD1891'OFFICE AND APRON, TURN RIGHT, EAST ONTO THE ENTRANCE RAMP TO THE
 GD1891'JUNCTION OF THE RUNWAY TURN LEFT, NORTH ONTO THE RUNWAY FOR 0.5 KM
 GD1891'(0.30 MI) TO THE STATION ON THE LEFT AT THE SOUT SIDE OF THE
 GD1891'TURN-AROUND.
 GD1891'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD ENCASSED
 GD1891'IN A 5-INCH PVC PIPE WITH A LOGO CAP, LOCATED 36.0 M (118.1 FT)
 GD1891'NORTHWEST OF A RUNWAY LIGHT, 18.7 M (61.4 FT) WEST OF THE CENTER OF
 GD1891'THE RUNWAY, 16.2 M (53.1 FT) SOUTHWEST OF THE CENTER OF THE
 GD1891'TURN-AROUND AND 0.35 M (1.1 FT) WEST OF A FIBERGLASS WITNESS POST.
 GD1891'DESCRIBED BY M.L.M.
 GD1891
 GD1891                          STATION RECOVERY (1990)
 GD1891
 GD1891'RECOVERED 1990
 GD1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1809 ***********************************************************************
 GD1809  DESIGNATION -  MADRID RESET
 GD1809  PID         -  GD1809
 GD1809  STATE/COUNTY-  MO/NEW MADRID
 GD1809  USGS QUAD   -  NEW MADRID (1971)
 GD1809
 GD1809                         *CURRENT SURVEY CONTROL
 GD1809  ___________________________________________________________________
 GD1809* NAD 83(1997)-  36 34 54.16947(N)    089 33 08.63252(W)     ADJUSTED  
 GD1809* NAVD 88     -        93.9    (meters)     308.     (feet)  GPS OBS   
 GD1809  ___________________________________________________________________
 GD1809  X           -      40,058.989 (meters)                     COMP
 GD1809  Y           -  -5,127,689.149 (meters)                     COMP
 GD1809  Z           -   3,780,258.830 (meters)                     COMP
 GD1809  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 GD1809  ELLIP HEIGHT-          65.44  (meters)          (02/17/00) GPS OBS
 GD1809  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GD1809
 GD1809  HORZ ORDER  -  FIRST
 GD1809  ELLP ORDER  -  FOURTH    CLASS I
 GD1809
 GD1809.The horizontal coordinates were established by classical geodetic methods
 GD1809.and adjusted by the National Geodetic Survey in February 2000..
 GD1809
 GD1809.The orthometric height was determined by GPS observations and a
 GD1809.high-resolution geoid model.
 GD1809
 GD1809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1809
 GD1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1809
 GD1809.The ellipsoidal height was determined by GPS observations
 GD1809.and is referenced to NAD 83.
 GD1809
 GD1809.The geoid height was determined by GEOID03.
 GD1809
 GD1809;                    North         East     Units Scale Factor Converg.
 GD1809;SPC MO E     -    83,454.848   334,802.899   MT  1.00002190   +0 33 53.2
 GD1809;SPC KY1Z     - 1,034,500.889 1,159,737.770   MT  1.00015773   -2 20 04.3
 GD1809;SPC KY1Z     - 3,394,025.00  3,804,906.33   sFT  1.00015773   -2 20 04.3
 GD1809;SPC KY S     -   534,411.323   159,778.605   MT  1.00003098   -2 18 21.6
 GD1809;SPC KY S     - 1,753,314.48    524,206.97   sFT  1.00003098   -2 18 21.6
 GD1809;SPC TN       -   255,233.579   282,130.676   MT  1.00003344   -2 04 47.0
 GD1809;SPC TN       -   837,378.83    925,623.73   sFT  1.00003344   -2 04 47.0
 GD1809;UTM  16      - 4,051,504.713   271,637.669   MT  1.00024254   -1 31 18.5
 GD1809
 GD1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1809!SPC MO E     -   0.99998973  x   1.00002190  =   1.00001163
 GD1809!SPC KY1Z     -   0.99998973  x   1.00015773  =   1.00014746
 GD1809!SPC KY S     -   0.99998973  x   1.00003098  =   1.00002071
 GD1809!SPC TN       -   0.99998973  x   1.00003344  =   1.00002317
 GD1809!UTM  16      -   0.99998973  x   1.00024254  =   1.00023227
 GD1809
 GD1809:                Primary Azimuth Mark                     Grid Az
 GD1809:SPC MO E     -  NEW MADRID CABLE TV MAST                 359 38 39.9
 GD1809:SPC KY1Z     -  NEW MADRID CABLE TV MAST                 002 32 37.4
 GD1809:SPC KY S     -  NEW MADRID CABLE TV MAST                 002 30 54.7
 GD1809:SPC TN       -  NEW MADRID CABLE TV MAST                 002 17 20.1
 GD1809:UTM  16      -  NEW MADRID CABLE TV MAST                 001 43 51.6
 GD1809
 GD1809|---------------------------------------------------------------------|
 GD1809| PID    Reference Object                     Distance      Geod. Az  |
 GD1809|                                                           dddmmss.s |
 GD1809| GD1813 NEW MADRID CABLE TV MAST            APPROX. 0.7 KM 0001233.1 |
 GD1809| GD1985 MADRID RM 1                          38.911 METERS 03651     |
 GD1809| GD1812 NEW MADRID SW MUN TANK              APPROX. 1.5 KM 0683333.4 |
 GD1809| GD1811 NEW MADRID WATER TANK               APPROX. 2.5 KM 0693321.8 |
 GD1809| GD1821 MADRID AZ MK 2                      APPROX. 1.1 KM 0781236.4 |
 GD1809| GD1814 NEW MADRID POWER PLANT STACK        APPROX. 7.5 KM 1862807.1 |
 GD1809| GD1819 MARSTON MUN TANK                    APPROX. 8.7 KM 2160613.2 |
 GD1809| GD1818 AIRPORT BCN NEW MADRID CO APT       APPROX. 6.9 KM 2202817.2 |
 GD1809| GD1817 NEW MADRID CO TANK                  APPROX. 3.3 KM 2521211.3 |
 GD1809| CG4479 MADRID RM 3                          41.291 METERS 26121     |
 GD1809| CG4480 MADRID RM 4                          26.815 METERS 26414     |
 GD1809| CG4478 MADRID RM 2 AZIMUTH                 277.000 METERS 26538     |
 GD1809| GD1987 MADRID AZ MK                                       2873842.6 |
 GD1809| GD1807 LILBOURN FED COMP CO W TANK         APPROX. 5.8 KM 2884625.3 |
 GD1809| GD1806 LILBOURN FED COMP CO E TANK         APPROX. 5.5 KM 2895643.8 |
 GD1809| GD1986 MADRID RM 5                           9.374 METERS 30224     |
 GD1809|---------------------------------------------------------------------|
 GD1809
 GD1809                          SUPERSEDED SURVEY CONTROL
 GD1809
 GD1809  NAD 83(1997)-  36 34 54.16962(N)    089 33 08.63244(W) AD(       ) 1
 GD1809  NAD 83(1997)-  36 34 54.16998(N)    089 33 08.63233(W) AD(       ) 1
 GD1809  NAD 83(1997)-  36 34 54.17965(N)    089 33 08.62954(W) AD(       ) 1
 GD1809  NAD 83(1997)-  36 34 54.18127(N)    089 33 08.63138(W) AD(       ) 1
 GD1809  NAD 83(1986)-  36 34 54.18118(N)    089 33 08.63118(W) AD(       ) 1
 GD1809  NAD 27      -  36 34 53.96430(N)    089 33 08.35020(W) AD(       ) 1
 GD1809  NGVD 29 (05/28/98)   93.8    (m)          308.     (f) GPS OBS        
 GD1809
 GD1809.Superseded values are not recommended for survey control.
 GD1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1809.See file dsdata.txt to determine how the superseded data were derived.
 GD1809
 GD1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7163851505(NAD 83)
 GD1809_MARKER: DS = TRIANGULATION STATION DISK
 GD1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1809_SP_SET: CONCRETE POST
 GD1809_STAMPING: MADRID 1929 1934
 GD1809_MARK LOGO: CGS   
 GD1809_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1809+STABILITY: SURFACE MOTION
 GD1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1809+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 GD1809
 GD1809  HISTORY     - Date     Condition        Report By
 GD1809  HISTORY     - 1929     MONUMENTED       CGS
 GD1809  HISTORY     - 1934     GOOD             CGS
 GD1809  HISTORY     - 1934     GOOD             CGS
 GD1809  HISTORY     - 1954     GOOD             CGS
 GD1809  HISTORY     - 1955     GOOD             CGS
 GD1809  HISTORY     - 1970     GOOD             NGS
 GD1809  HISTORY     - 1977     GOOD             NGS
 GD1809  HISTORY     - 19910312 GOOD             NGS
 GD1809
 GD1809                          STATION DESCRIPTION
 GD1809
 GD1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 GD1809'ABOUT 1 MILE W OF NEW MADRID, 0.17 MILE E OF JUNCTION OF U.S. ROUTE
 GD1809'61 WITH THE GRAVEL ROAD LEADING W FROM NEW MADRID.  THESE TWO ROADS
 GD1809'ARE ALSO INTERSECTED HERE BY A ROAD RUNNING NORTH AND SOUTH.
 GD1809'STATION IS 53 FEET S OF CENTER LINE OF GRAVEL ROAD.  SURFACE AND
 GD1809'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 GD1809'UPPER MARK IS 15 INCHES BELOW SURFACE.  REFERENCE
 GD1809'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 GD1809'ABOUT 0.20 MILE E OF ABOVE JUNCTION, IN FENCE LINE, 27 FEET N OF
 GD1809'CENTER LINE OF GRAVEL ROAD, AND 39 METERS 128 FEET FROM STATION.
 GD1809'NO. 2 IS 184 FEET NE OF THE JUNCTION, AT
 GD1809'FENCE LINE, 44 FEET N OF CENTER LINE OF ROUTE 61 AND 274.0
 GD1809'METERS 899 FEET FROM THE STATION.
 GD1809
 GD1809                          STATION RECOVERY (1934)
 GD1809
 GD1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GD1809'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND WERE IN
 GD1809'GOOD CONDITION.  ONE ADDITIONAL REFERENCE MARK WAS PUT IN.
 GD1809'
 GD1809'MARKS ARE BRONZE DISKS SET IN
 GD1809'CONCRETE.
 GD1809'
 GD1809'REFERENCE MARK NO. 1 IS AT THE FENCE LINE N OF THE GRAVEL ROAD
 GD1809'LEADING W FROM NEW MADRID.  IT IS 0.2 MILE E OF JUNCTION OF GRAVEL
 GD1809'ROAD WITH U.S. HIGHWAY 61.  IT IS 37 FEET, OFFICE NOTE - 27 FEET, N
 GD1809'OF THE CENTER LINE OF THIS GRAVEL ROAD.
 GD1809'
 GD1809'REFERENCE MARK NO. 2 IS AT THE FENCE LINE N OF U.S. HIGHWAY 61, BEING
 GD1809'44 FEET N OF THE CENTER LINE OF HIGHWAY, 184 FEET NE OF THE JUNCTION
 GD1809'OF ROADS MENTIONED ABOVE.
 GD1809'
 GD1809'REFERENCE MARK NO. 3 STAMPED 1934 IS 120 FEET W OF STATION, ALONG
 GD1809'FENCE LINE.  IT IS 40 FEET S OF CENTER LINE OF GRAVEL ROAD.
 GD1809'
 GD1809'TO REACH STATION FROM POST OFFICE IN NEW MADRID, GO S 1 BLOCK AND
 GD1809'TURN RIGHT W.  FOLLOW DIRT STREET W FOR 0.45 MILE TO WHERE IT RUNS
 GD1809'INTO GRAVEL.  KEEP AHEAD ON GRAVEL ROAD FOR 1 MILE TO LARGE YELLOW
 GD1809'HOUSE ON THE RIGHT.  STATION IS 53 FEET S OF CENTER LINE OF GRAVEL
 GD1809'ROAD ON EDGE OF CULTIVATED FIELD, AND IS ABOUT 15 INCHES BELOW
 GD1809'THE SURFACE.
 GD1809'
 GD1809'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 GD1809'
 GD1809'DISTANCES AND DIRECTIONS TO REFERENCE MARKS ARE MEASURED BY H.W.H.,
 GD1809'1929.
 GD1809
 GD1809                          STATION RECOVERY (1934)
 GD1809
 GD1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GD1809'RECOVERED IN GOOD CONDITION.
 GD1809
 GD1809                          STATION RECOVERY (1954)
 GD1809
 GD1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1809'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND NO. 3 WERE
 GD1809'RECOVERED AND FOUND IN EXCELLENT CONDITION.
 GD1809'
 GD1809'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1809'
 GD1809'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF MADRID AND ABOUT 0.2
 GD1809'MILE SOUTH OF U.S. HIGHWAYS 61 AND 62.  IT IS ABOUT 250 FEET
 GD1809'SOUTHWEST OF A LARGE WHITE HOUSE, 48 FEET SOUTH OF THE CENTER OF A
 GD1809'GRAVELED ROAD, 35 FEET NORTH OF A LEVEE, 14 FEET SOUTH OF A
 GD1809'FENCE LINE AND 1 FOOT SOUTH OF A CONCRETE WITNESS POST.  IT IS
 GD1809'STAMPED MADRID 1929 1954 AND IS SET 1 FOOT BELOW THE SURFACE OF THE
 GD1809'GROUND.
 GD1809'
 GD1809'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE CENTER OF A GRAVELED
 GD1809'ROAD, 12 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A FENCE
 GD1809'LINE.  IT IS STAMPED MADRID NO 1 1929 AND IS SET FLUSH.
 GD1809'
 GD1809'REFERENCE MARK NO. 3 IS 48 FEET NORTH OF A LEVEE, 43 FEET SOUTH OF
 GD1809'THE CENTER OF A GRAVELED ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  IT
 GD1809'IS STAMPED MADRID NO 3 1929 1934 AND PROJECTS 8
 GD1809'INCHES.
 GD1809'
 GD1809'REFERENCE MARK NO. 2 SERVES AS THE AZIMUTH MARK.  IT IS 44 FEET NORTH
 GD1809'OF THE CENTER OF U.S. HIGHWAYS 61 AND 62 AND 36 FEET WEST OF A
 GD1809'TELEPHONE POLE.  IT IS STAMPED MADRID NO 2 1929 AND IS SET FLUSH.
 GD1809'
 GD1809'TO REACH THE STATION FROM THE POST OFFICE IN NEW MADRID, GO NORTH ON
 GD1809'MAIN STREET FOR 0.15 MILE TO VIRGINIA STREET, TURN LEFT, WEST, ON
 GD1809'VIRGINIA STREET AND GO 0.15 MILE TO POWELL STREET, TURN RIGHT,
 GD1809'NORTH, ON POWELL STREET AND GO 0.05 MILE TO SCOTT STREET, TURN LEFT,
 GD1809'WEST, ON SCOTT STREET AND GO 0.85 MILE TO THE JUNCTION OF U.S.
 GD1809'HIGHWAYS 61 AND 62, TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAYS 61
 GD1809'AND 62 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 GD1809'STRAIGHT AHEAD FOR 0.05 MILE TO A SIDE ROAD LEFT ACROSS A LEVEE,
 GD1809'TURN LEFT AND GO ABOUT 50 YARDS TO THE TOP OF THE LEVEE, TURN LEFT
 GD1809'ON TOP OF THE LEVEE AND GO EAST FOR 0.2 MILE TO THE STATION ON THE
 GD1809'LEFT.
 GD1809
 GD1809                          STATION RECOVERY (1955)
 GD1809
 GD1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1809'THE STATION AND REFERENCE MARKS NUMBERED 1 AND 2 WERE RECOVERED, AS
 GD1809'DESCRIBED, IN GOOD CONDITION.  REFERENCE MARK NUMBER 3 WAS NOT
 GD1809'RECOVERED AND AN ADDITIONAL REFERENCE MARK, STAMPED NUMBER 4, WAS
 GD1809'ESTABLISHED.
 GD1809'
 GD1809'REFERENCE MARK NUMBER 4 IS A STANDARD DISK, STAMPED MADRID NO 4 1929-
 GD1809'1934, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 GD1809'INCHES.  IT IS LOCATED 49 FEET NORTH OF THE CREST OF THE LEVEE, 18
 GD1809'INCHES SOUTH OF A WIRE FENCE AND ABOUT 5 FEET LOWER THAN THE
 GD1809'STATION.
 GD1809'
 GD1809'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GD1809
 GD1809                          STATION RECOVERY (1970)
 GD1809
 GD1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1809'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 GD1809'THE AZIMUTH MARK, REFERENCE MARK 2 WAS FOUND WITH THE TOP PORTION
 GD1809'AND THE DISK GONE AND OBSTRUCTED TO THE STATION BY A WHISKEY STORE.
 GD1809'REFERENCE MARK 4 FOUND DESTROYED.  REFERENCE MARK 5 AND AN
 GD1809'AZIMUTH MARK WERE SET.  THE DISTANCE AND DIRECTION TO REFERENCE
 GD1809'MARK 1 CHECKED.  THE STATION WAS FOUND STAMPED 1929 1934
 GD1809'INSTEAD OF 1929 AND 1954 AS STATED IN THE 1954 RECOVERY NOTE.  A NEW
 GD1809'DESCRIPTION FOLLOWS.
 GD1809'
 GD1809'THE STATION MARK IS 53 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD,
 GD1809'33 FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD ATOP OF LEVEE, 38
 GD1809'FEET SOUTHEAST OF A 14 INCH TWIN TRUNK WILD CHERRY TREE, 24 FEET
 GD1809'SOUTH OF A 12 INCH WILD CHERRY TREE, 91 FEET SOUTHEAST OF A
 GD1809'POWER POLE, 32 FEET SOUTHEAST OF A METAL WITNESS POST AND 126 FEET
 GD1809'SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT IS 12 INCHES
 GD1809'UNDERGROUND AND THE DISK IS STAMPED MADRID 1929
 GD1809'1934.
 GD1809'
 GD1809'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 GD1809'U.S. HIGHWAY 61 AND 62, ABOUT 2 MILES SOUTHWEST OF NEW MADRID, GO
 GD1809'NORTHEAST ON HIGHWAY 61 AND 62 FOR 1.35 MILES TO A ROAD FORK.  TAKE
 GD1809'THE RIGHT FORK AND GO EAST ON GRAVELED ROAD FOR 0.2 MILE TO THE
 GD1809'STATION ON THE RIGHT.
 GD1809'
 GD1809'TO REACH THE AZIMUTH MARK FROM THE JUNCTION, GO NORTH ON I 55 FOR
 GD1809'1.0 MILE TO A RAILROAD OVERPASS AND THE AZIMUTH MARK ON THE RIGHT.
 GD1809'
 GD1809'REFERENCE MARK 1 IS 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13
 GD1809'FEET WEST OF A TELEPHONE POLE AND 1 FOOT EAST OF A METAL WITNESS
 GD1809'POST.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 GD1809'MADRID NO 1 1929.
 GD1809'
 GD1809'REFERENCE MARK 5 IS 55 FEET NORTH OF THE CENTERLINE OF THE LEVEE
 GD1809'ROAD, 29 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 10 FEET
 GD1809'EAST OF THE TWIN TRUNK CHERRY TREE, 1 FOOT SOUTH OF A METAL WITNESS
 GD1809'POST AND 30 FEET WEST OF THE 12 INCH CHERRY TREE.  THE MONUMENT
 GD1809'PROJECTS 6 INCHES AND THE DISK IS STAMPED MADRID 1929 NO 5 1970.
 GD1809'
 GD1809'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MADRID 1929 1970 SET
 GD1809'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST WINGWALL OF THE CONCRETE
 GD1809'RAILROAD OVERPASS, 5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD,
 GD1809'2 FEET SOUTH OF THE NORTH END OF THE WINGWALL AND 8 INCHES EAST OF
 GD1809'THE WEST END OF THE WINGWALL.
 GD1809'
 GD1809'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1809'
 GD1809'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1 MILE
 GD1809'SOUTHWEST OF NEW MADRID.
 GD1809
 GD1809                          STATION RECOVERY (1977)
 GD1809
 GD1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1809'THE STATION MARK, REFERENCE MARKS 1 AND 5, AND THE AZIMUTH
 GD1809'MARK WERE FOUND IN GOOD CONDITION.  SINCE THE AZIMUTH MARK
 GD1809'CANNOT BE OCCUPIED, AZIMUTH MARK 2 WAS ESTABLISHED.  THE
 GD1809'DIRECTIONS TO THE MARKS CHECKED PREVIOUS DATA, BUT A LONGER
 GD1809'MEASUREMENT OF 0.009 METER WAS NOTED TO REFERENCE MARK 1, A
 GD1809'SHORTER MEASUREMENT OF 0.004 METER TO REFERENCE MARK 5, AND
 GD1809'0.02 FOOT SHORTER BETWEEN THE REFERENCE MARKS.  A COMPLETE
 GD1809'NEW DESCRIPTION FOLLOWS.
 GD1809'
 GD1809'THE STATION IS LOCATED 1 MILE SOUTHWEST OF DOWNTOWN NEW
 GD1809'MADRID, 1.5 MILES NORTHEAST OF THE JUNCTION OF INTERSTATE
 GD1809'HIGHWAY 55 AND STATE HIGHWAYS 61 AND 62, IN A FLAT GRASSY
 GD1809'AREA ALONG SIDE OF THE LEVEE ROAD, ON PROPERTY OF THE SAINT
 GD1809'JOHN LEVEE BOARD, IN SECTION 4, T 22 N, R 14 E.
 GD1809'
 GD1809'TO REACH THE STATION FROM THE ABOVE MENTIONED JUNCTION, GO
 GD1809'NORTHEAST ON HIGHWAYS 61 AND 62 FOR 1.35 MILES TO A PAVED
 GD1809'FORK.  BEAR RIGHT, NORTHEAST, FOR 0.2 MILE TO THE STATION ON
 GD1809'THE RIGHT.
 GD1809'
 GD1809'TO REACH THE AZIMUTH MARK FROM THE ABOVE MENTIONED JUNCTION,
 GD1809'GO NORTH ON HIGHWAY 55 FOR 1 MILE TO A RAILROAD OVERPASS AND
 GD1809'THE MARK ON THE RIGHT, ABOUT 25 FEET ABOVE THE ROADWAY.
 GD1809'
 GD1809'TO REACH AZIMUTH MARK 2 FROM THE STATION, GO NORTHEAST ON THE
 GD1809'PAVED ROAD FOR 0.15 MILE TO A DIRT ROAD RIGHT LEADING ONTO THE
 GD1809'LEVEE.  FOLLOW THE LEVEE ROAD NORTHEAST FOR 0.45 MILE TO THE
 GD1809'MARK ON THE LEFT.
 GD1809'
 GD1809'STATION MARKS, STAMPED---NEW MADRID 1929 1934---, ARE
 GD1809'STANDARD DISKS.  SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 GD1809'SQUARE CONCRETE MONUMENT 15 INCHES UNDER THE SURFACE.  IT IS
 GD1809'91.9 FEET EAST OF A UTILITY POLE ACROSS THE ROAD, 52 FEET
 GD1809'SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 31.5 FEET NORTHWEST
 GD1809'OF THE CENTER OF THE LEVEE ROAD, 38.3 FEET EAST OF A 14-INCH
 GD1809'TWIN-TRUNKED CHERRY TREE, 22.8 FEET SOUTH OF A 14-INCH CHERRY
 GD1809'TREE, AND 2 FEET ABOVE THE PAVED ROAD.  UNDERGROUND DISK IS
 GD1809'IN PLACE AS NOTED IN THE ORIGINAL DESCRIPTION.
 GD1809'
 GD1809'REFERENCE MARK 1, STAMPED---MADRID NO 1 1929---, A STANDARD
 GD1809'DISK SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT 6 INCHES
 GD1809'BELOW THE SURFACE.  IT IS 146.8 FEET NORTHEAST OF THE UTILITY
 GD1809'POLE, 63.6 FEET SOUTHWEST OF A UTILITY POLE, 63 FEET WEST-
 GD1809'SOUTHWEST OF A TRIPLE-TRUNKED TREE ACROSS THE ROAD, 27 FEET
 GD1809'NORTHWEST OF THE CENTER OF THE PAVED ROAD.  THIS MARK IS IN
 GD1809'THE EDGE OF A CULTIVATED FIELD, SO DEPTH MAY CHANGE.
 GD1809'
 GD1809'REFERENCE MARK 5, STAMPED---MADRID 1929 NO 5 1970---, A
 GD1809'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1809'MONUMENT FLUSH WITH THE GROUND.  IT IS 56 FEET NORTHWEST OF
 GD1809'THE CENTER OF THE DIRT ROAD, 30.5 FEET SOUTHEAST OF THE CENTER
 GD1809'OF THE PAVED ROAD, 30.5 FEET SOUTHWEST OF THE 14-INCH CHERRY
 GD1809'TREE, 10.5 FEET NORTHEAST OF THE TWIN-TRUNKED CHERRY TREE, IN
 GD1809'LINE WITH THE CHERRY TREES.
 GD1809'
 GD1809'AZIMUTH MARK, STAMPED---MADRID 1929 1970---, A STANDARD DISK
 GD1809'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST HEADWALL OF THE
 GD1809'RAILROAD OVERPASS.  IT IS 5.2 FEET SOUTH OF THE SOUTH RAIL,
 GD1809'1 FOOT EAST OF THE METAL GUARD RAIL, LEVEL WITH THE TRACK.
 GD1809'
 GD1809'AZIMUTH MARK 2, STAMPED---MADRID 1929 NO 2 1977---, A
 GD1809'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 GD1809'MONUMENT PROJECTING 1 INCH ABOVE GROUND.  IT IS 111.5 FEET
 GD1809'WEST OF A 6-INCH WATER MAIN THROUGH THE LEVEE, 27.5 FEET
 GD1809'SOUTH OF A UTILITY POLE WITH SMALL TRANSFORMER, 18.5 FEET
 GD1809'NORTH OF THE CENTER OF THE LEVEE ROAD, AND 3 FEET BELOW THE
 GD1809'LEVEE ROAD.
 GD1809'
 GD1809'TO REACH BM S 274 FROM THE STATION, GO 0.7 MILE SOUTHWEST ALONG
 GD1809'ALONG LEVEE ROAD TO BENCH MARK ON THE RIGHT.
 GD1809'
 GD1809'BENCH MARK S 274, STAMPED---S 274 1976---, A STANDARD
 GD1809'BENCH MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD,
 GD1809'2.6 FEET NORTHEAST OF THE SOUTHERN MOST OF TWO METAL
 GD1809'WITNESS POST, 6.3 FEET NORTHEAST OF MILEPOST 9-10, 36
 GD1809'FEET EAST-NORTHEAST OF A FENCELINE AND 87 FEET SOUTHEAST OF
 GD1809'THE CENTERLINE OF US HIGHWAY 61.
 GD1809'
 GD1809'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 GD1809'REFERENCE MARKS 1 AND 5, AND AZIMUTH MARK 2.
 GD1809'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 33.6 METERS.
 GD1809
 GD1809                          STATION RECOVERY (1991)
 GD1809
 GD1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1809'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF NEW MADRID
 GD1809'IN THE GRASSY STRIP BETWEEN OLD KINGSHIGHWAY AND A GRAVELED LEVEE
 GD1809'ROAD.  OWNERSHIP--NEW MADRID COUNTY, JAY BLANKENSHIP (PRESIDING
 GD1809'COMMISSIONER), P.O. BOX 68, NEW MADRID, MO 63869, PHONE IS
 GD1809'314-748-2524 OR HOME 314-688-2305.
 GD1809'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 GD1809'U.S. HIGHWAYS 61, 62 (EXIT 44), ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF
 GD1809'NEW MADRID, GO NORTHEAST ON U.S. HIGHWAYS 61 AND 62 FOR 2.17 KM
 GD1809'(1.35 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 GD1809'OLD KINGSHIGHWAY FOR 0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT.
 GD1809'THE STATION IS LOCATED 36.5 M (119.8 FT) SOUTHWEST FROM A TRIPLE
 GD1809'TRUNKED TREE, 27.8 M (91.2 FT) SOUTHEAST FROM A UTILITY POLE, 15.85 M
 GD1809'(52.00 FT) SOUTH-SOUTHEAST FROM THE CENTER OF OLD KINGSHIGHWAY, 11.35
 GD1809'M (37.24 FT) EAST-SOUTHEAST FROM A TWIN TRUNKED TREE, 10.3 M
 GD1809'(33.8 FT) SOUTHEAST FROM A WITNESS POST, 9.5 M (31.2 FT)
 GD1809'NORTH-NORTHWEST FROM THE CENTER OF A GRAVELED LEVEE ROAD, 9.4 M
 GD1809'(30.8 FT) SOUTHEAST FROM MADRID RM 5 AND 2.55 M (8.37 FT)
 GD1809'NORTH-NORTHWEST FROM A WITNESS POST.  THE STATION IS RECESSED 0.3 M
 GD1809'(1.0 FT) BELOW GROUND LEVEL.
 GD1809'DESCRIBED BY E.J. HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0928 ***********************************************************************
 GF0928  DESIGNATION -  MADRY
 GF0928  PID         -  GF0928
 GF0928  STATE/COUNTY-  MO/BARRY
 GF0928  USGS QUAD   -  MC DOWELL (1972)
 GF0928
 GF0928                         *CURRENT SURVEY CONTROL
 GF0928  ___________________________________________________________________
 GF0928* NAD 83(1997)-  36 52 01.58070(N)    093 45 07.84824(W)     ADJUSTED  
 GF0928* NAVD 88     -       467.55   (+/-2cm)    1534.0    (feet)  VERTCON   
 GF0928  ___________________________________________________________________
 GF0928  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 GF0928  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GF0928
 GF0928  HORZ ORDER  -  FIRST
 GF0928  VERT ORDER  -  THIRD ? (See Below)
 GF0928
 GF0928.The horizontal coordinates were established by classical geodetic methods
 GF0928.and adjusted by the National Geodetic Survey in February 2000..
 GF0928
 GF0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0928.The vertical order pertains to the NGVD 29 superseded value.
 GF0928
 GF0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0928
 GF0928.The geoid height was determined by GEOID03.
 GF0928
 GF0928;                    North         East     Units Scale Factor Converg.
 GF0928;SPC MO W     -    77,983.253   916,676.981   MT  0.99999593   +0 26 55.2
 GF0928;SPC MO C     -   115,437.466   388,352.614   MT  1.00008684   -0 45 04.8
 GF0928;UTM  15      - 4,080,394.178   432,957.138   MT  0.99965537   -0 27 04.7
 GF0928
 GF0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0928!SPC MO W     -   0.99993115  x   0.99999593  =   0.99992708
 GF0928!SPC MO C     -   0.99993115  x   1.00008684  =   1.00001798
 GF0928!UTM  15      -   0.99993115  x   0.99965537  =   0.99958654
 GF0928
 GF0928:                Primary Azimuth Mark                     Grid Az
 GF0928:SPC MO W     -  MADRY RM 3 AZIMUTH                       145 29 51.7
 GF0928:SPC MO C     -  MADRY RM 3 AZIMUTH                       146 41 51.7
 GF0928:UTM  15      -  MADRY RM 3 AZIMUTH                       146 23 51.6
 GF0928
 GF0928|---------------------------------------------------------------------|
 GF0928| PID    Reference Object                     Distance      Geod. Az  |
 GF0928|                                                           dddmmss.s |
 GF0928| CI2416 MADRY RM 3 AZIMUTH                                 1455646.9 |
 GF0928| GF0882 JENKINS LOOKOUT TOWER               APPROX. 5.2 KM 1525501.8 |
 GF0928| CI2414 MADRY RM 1                           39.456 METERS 20703     |
 GF0928| CI2415 MADRY RM 2                           34.826 METERS 27754     |
 GF0928|---------------------------------------------------------------------|
 GF0928
 GF0928                          SUPERSEDED SURVEY CONTROL
 GF0928
 GF0928  NAD 83(1997)-  36 52 01.58134(N)    093 45 07.84795(W) AD(       ) 1
 GF0928  NAD 83(1997)-  36 52 01.58298(N)    093 45 07.84826(W) AD(       ) 1
 GF0928  NAD 83(1997)-  36 52 01.59085(N)    093 45 07.84918(W) AD(       ) 1
 GF0928  NAD 83(1986)-  36 52 01.59278(N)    093 45 07.84832(W) AD(       ) 1
 GF0928  NAD 27      -  36 52 01.37440(N)    093 45 07.12980(W) AD(       ) 1
 GF0928  NGVD 29 (07/19/86)  467.38   (m)         1533.4    (f) LEVELING    3  
 GF0928
 GF0928.Superseded values are not recommended for survey control.
 GF0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0928.See file dsdata.txt to determine how the superseded data were derived.
 GF0928
 GF0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3295780394(NAD 83)
 GF0928_MARKER: DS = TRIANGULATION STATION DISK
 GF0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0928
 GF0928  HISTORY     - Date     Condition        Report By
 GF0928  HISTORY     - 1961     MONUMENTED       CGS
 GF0928
 GF0928                          STATION DESCRIPTION
 GF0928
 GF0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0928'STATION IS ABOUT 6 MILES SOUTH-SOUTHWEST OF AURORA, ON THE
 GF0928'PROPERTY OF MR. OTLIFFE MATTOX, IN THE SOUTHWEST 1/4 OF SECTION
 GF0928'14, T. 25 N., R. 26 W..  IT IS 134 FEET NORTH OF CENTERLINE OF A
 GF0928'GRAVELED ROAD, 12 FEET WEST OF A WITNESS POST AND WIRE FENCE,
 GF0928'165 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE AND
 GF0928'147 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN.  THE
 GF0928'MONUMENT IS FLUSH AND THE DISK IS STAMPED MADRY 1961.
 GF0928'
 GF0928'REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GF0928'HIGHWAY 39 IN THE SOUTHWEST PART OF AURORA, GO SOUTH ON HIGHWAY
 GF0928'39 FOR 3 MILES TO A CROSSROAD.  CONTINUE SOUTH ON HIGHWAY 39
 GF0928'FOR 2 MILES TO A SIDE ROAD RIGHT (COUNTY ROAD Z).  CONTINUE
 GF0928'SOUTH ON HIGHWAY 39 FOR 1.95 MILES TO A SIDE ROAD RIGHT.  TURN
 GF0928'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.45 MILES TO A
 GF0928'Y-FORK*.  KEEP RIGHT AND CONTINUE WEST ON A GRAVELED ROAD FOR
 GF0928'0.25 MILE TO A DRIVEWAY RIGHT.  TURN RIGHT AND GO NORTHEAST
 GF0928'ON THE DRIVEWAY FOR ABOUT 100 FEET TO THE STATION ON
 GF0928'THE RIGHT.
 GF0928'
 GF0928'*REACH REFERENCE MARK 3 FROM THIS POINT, KEEP LEFT AND GO
 GF0928'SOUTHWEST ON A GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON THE
 GF0928'LEFT.
 GF0928'
 GF0928'REFERENCE MARK 1 IS 17 FEET NORTH OF THE CENTERLINE OF THE
 GF0928'GRAVELED ROAD, 3 FEET WEST OF A 10 INCH WALNUT TREE, 4 FEET
 GF0928'EAST OF A 14 INCH WALNUT TREE AND 1 FOOT NORTH OF A WIRE FENCE.
 GF0928'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MADRY NO 1 1961.
 GF0928'
 GF0928'REFERENCE MARK 2 IS 6 INCHES EAST OF A WIRE FENCE, 35 FEET
 GF0928'NORTH OF A POWER POLE AND 66 FEET NORTHEAST OF THE NORTHEAST
 GF0928'CORNER OF THE FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE DISK
 GF0928'IS STAMPED MADRY NO 2 1961.
 GF0928'
 GF0928'REFERENCE MARK 3 IS 3 FEET NORTHEAST OF A WITNESS POST, 1 FOOT
 GF0928'NORTHWEST OF A WIRE FENCE AND 18 FEET SOUTHEAST OF THE CENTERLINE
 GF0928'OF A GRAVELED ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 GF0928'IS STAMPED MADRY NO 3 1961.
 GF0928'
 GF0928'THE DIRECTION TO REFERENCE MARK 3 WAS OBTAINED BY PRECISE
 GF0928'METHODS.
 GF0928'
 GF0928'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 GF0928'
 GF0928'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0797 ***********************************************************************
 HC0797  DESIGNATION -  MAHAN
 HC0797  PID         -  HC0797
 HC0797  STATE/COUNTY-  MO/SHANNON
 HC0797  USGS QUAD   -  WINONA (1997)
 HC0797
 HC0797                         *CURRENT SURVEY CONTROL
 HC0797  ___________________________________________________________________
 HC0797* NAD 83(1997)-  37 06 30.89958(N)    091 21 13.72734(W)     ADJUSTED  
 HC0797* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 HC0797  ___________________________________________________________________
 HC0797  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 HC0797  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HC0797
 HC0797  HORZ ORDER  -  SECOND
 HC0797
 HC0797.The horizontal coordinates were established by classical geodetic methods
 HC0797.and adjusted by the National Geodetic Survey in February 2000..
 HC0797
 HC0797.The orthometric height was scaled from a topographic map.
 HC0797
 HC0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0797
 HC0797.The geoid height was determined by GEOID03.
 HC0797
 HC0797;                    North         East     Units Scale Factor Converg.
 HC0797;SPC MO E     -   141,843.352   174,113.158   MT  1.00000425   -0 30 54.6
 HC0797;UTM  15      - 4,108,185.908   646,268.216   MT  0.99986356   +0 59 36.1
 HC0797
 HC0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0797!SPC MO E     -   0.99995181  x   1.00000425  =   0.99995606
 HC0797!UTM  15      -   0.99995181  x   0.99986356  =   0.99981538
 HC0797
 HC0797|---------------------------------------------------------------------|
 HC0797| PID    Reference Object                     Distance      Geod. Az  |
 HC0797|                                                           dddmmss.s |
 HC0797| CN7353 MAHAN RM 1                           12.854 METERS 02305     |
 HC0797| HC0794 COOT MOUNTAIN LOOKOUT TOWER         APPROX.11.5 KM 0515523.5 |
 HC0797| HC0790 STEGALL LOOKOUT TOWER               APPROX.14.1 KM 1033813.6 |
 HC0797| CN7354 MAHAN RM 2                           10.825 METERS 30044     |
 HC0797|---------------------------------------------------------------------|
 HC0797
 HC0797                          SUPERSEDED SURVEY CONTROL
 HC0797
 HC0797  NAD 83(1986)-  37 06 30.91090(N)    091 21 13.72618(W) AD(       ) 2
 HC0797  NAD 27      -  37 06 30.73910(N)    091 21 13.23770(W) AD(       ) 2
 HC0797
 HC0797.Superseded values are not recommended for survey control.
 HC0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0797.See file dsdata.txt to determine how the superseded data were derived.
 HC0797
 HC0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB4626808186(NAD 83)
 HC0797_MARKER: DD = SURVEY DISK
 HC0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0797
 HC0797  HISTORY     - Date     Condition        Report By
 HC0797  HISTORY     - 1962     MONUMENTED       CGS
 HC0797  HISTORY     - 1977     GOOD             NGS
 HC0797
 HC0797                          STATION DESCRIPTION
 HC0797
 HC0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0797'THE STATION IS ABOUT 6-3/4 MILES NORTH AND 2 MILES WEST OF
 HC0797'WINONA, ABOUT 2-1/2 MILES SOUTH OF EMINENCE, IN THE SOUTH PART
 HC0797'OF SEC. 11, T. 28 N., R. 4 W., AND ON STATE PROPERTY.  IT IS
 HC0797'154 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 19, 49 FEET
 HC0797'WEST OF THE WEST EDGE OF A CLEARING FOR A POWERLINE, 24 FEET
 HC0797'SOUTH OF THE CENTERLINE OF A DIM WOODS ROAD, 10 FEET WEST OF AN
 HC0797'8 INCH PINE TREE AND 4 FEET EAST OF A WITNESS POST.  THE
 HC0797'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED MAHAN 1962.
 HC0797'
 HC0797'TO REACH FROM THE EAST SIDE OF THE COURTHOUSE IN EMINENCE, GO
 HC0797'SOUTHERLY ON STATE HIGHWAY 19 FOR 3.05 MILES TO THE MAHAN
 HC0797'ROADSIDE PARK ON THE RIGHT AND A DIM SIDE ROAD LEFT.  TURN SHARP
 HC0797'LEFT AND GO NORTHEAST AND EAST ON THE DIM WOODS ROAD FOR ABOUT
 HC0797'0.05 MILE TO THE STATION ON THE RIGHT ABOUT 3 FEET LOWER THAN
 HC0797'THE HIGHEST PART OF THE HILL.
 HC0797'
 HC0797'REFERENCE MARK 1 IS 43 FEET NORTH OF THE WITNESS POST, 23 FEET
 HC0797'WEST OF THE WEST EDGE OF THE CLEARING FOR THE POWERLINE AND 18
 HC0797'FEET NORTH OF THE CENTERLINE OF THE DIM WOODS ROAD.  THE
 HC0797'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED MAHAN NO 1
 HC0797'1962.
 HC0797'
 HC0797'REFERENCE MARK 2 IS 31 FEET WEST OF THE WITNESS POST AND 10 FEET
 HC0797'SOUTH OF THE CENTERLINE OF THE DIM WOODS ROAD.  THE MONUMENT
 HC0797'PROJECTS 6 INCHES AND THE DISK IS STAMPED MAHAN NO 2 1962.
 HC0797'
 HC0797'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 HC0797'
 HC0797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HC0797
 HC0797                          STATION RECOVERY (1977)
 HC0797
 HC0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CRL)
 HC0797'STATION REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE TO
 HC0797'REACH IS ADEQUATE.
 HC0797'
 HC0797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 AND 3/4 MILES
 HC0797'NORTHWEST OF WINONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1331 ***********************************************************************
 LF1331  DESIGNATION -  MAITLAND MUNICIPAL TANK
 LF1331  PID         -  LF1331
 LF1331  STATE/COUNTY-  MO/HOLT
 LF1331  USGS QUAD   -  MAITLAND (1981)
 LF1331
 LF1331                         *CURRENT SURVEY CONTROL
 LF1331  ___________________________________________________________________
 LF1331* NAD 83(1997)-  40 12 03.06367(N)    095 04 29.21356(W)     ADJUSTED  
 LF1331* NAVD 88     -                                                        
 LF1331  ___________________________________________________________________
 LF1331  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 LF1331  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LF1331
 LF1331  HORZ ORDER  -  THIRD
 LF1331
 LF1331.The horizontal coordinates were established by classical geodetic methods
 LF1331.and adjusted by the National Geodetic Survey in February 2000..
 LF1331
 LF1331
 LF1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1331
 LF1331.The geoid height was determined by GEOID03.
 LF1331
 LF1331;                    North         East     Units Scale Factor Converg.
 LF1331;SPC MO W     -   447,926.840   801,064.037   MT  0.99997064   -0 22 15.6
 LF1331;UTM  15      - 4,452,114.358   323,410.737   MT  0.99998389   -1 20 22.4
 LF1331
 LF1331                          SUPERSEDED SURVEY CONTROL
 LF1331
 LF1331  NAD 83(1997)-  40 12 03.06359(N)    095 04 29.21343(W) AD(       ) 4
 LF1331  NAD 83(1997)-  40 12 03.06323(N)    095 04 29.21321(W) AD(       ) 4
 LF1331  NAD 83(1997)-  40 12 03.06508(N)    095 04 29.21261(W) AD(       ) 4
 LF1331  NAD 83(1986)-  40 12 03.06627(N)    095 04 29.20858(W) AD(       ) 4
 LF1331  NAD 27      -  40 12 03.09400(N)    095 04 28.30200(W) AD(       ) 3
 LF1331
 LF1331.Superseded values are not recommended for survey control.
 LF1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1331.See file dsdata.txt to determine how the superseded data were derived.
 LF1331
 LF1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE2341152114(NAD 83)
 LF1331_MARKER: 53 = ELEVATED TANK
 LF1331
 LF1331  HISTORY     - Date     Condition        Report By
 LF1331  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1331
 LF1331                          STATION DESCRIPTION
 LF1331
 LF1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1331'STATION IS LOCATED IN THE CENTER OF MAITLAND ABOUT ONE BLOCK SOUTH
 LF1331'OF COUNTY ROAD AA.  IT IS A CONICAL SHAPED WATER TANK ATOP A
 LF1331'FOUR-LEGGED STEEL STRUCTURE AND ABOUT 125 FEET HIGH.  IT IS
 LF1331'PAINTED BLACK WITH THE LEGEND MAITLAND PAINTED IN LARGE WHITE
 LF1331'LETTERS ON THE SIDE OF THE TANK.  THE POINT INTERSECTED WAS THE
 LF1331'SMALL BALL AT THE APEX. OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1837 ***********************************************************************
 GD1837  DESIGNATION -  MALD
 GD1837  PID         -  GD1837
 GD1837  STATE/COUNTY-  MO/DUNKLIN
 GD1837  USGS QUAD   -  MALDEN (1978)
 GD1837
 GD1837                         *CURRENT SURVEY CONTROL
 GD1837  ___________________________________________________________________
 GD1837* NAD 83(1997)-  36 36 01.90280(N)    089 59 24.93459(W)     ADJUSTED  
 GD1837* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 GD1837  ___________________________________________________________________
 GD1837  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 GD1837  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GD1837
 GD1837  HORZ ORDER  -  THIRD
 GD1837
 GD1837.This mark is at Malden Municipal Airport (MAW)
 GD1837
 GD1837.The horizontal coordinates were established by classical geodetic methods
 GD1837.and adjusted by the National Geodetic Survey in February 2000..
 GD1837
 GD1837.The orthometric height was scaled from a topographic map.
 GD1837
 GD1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1837
 GD1837.The geoid height was determined by GEOID03.
 GD1837
 GD1837;                    North         East     Units Scale Factor Converg.
 GD1837;SPC MO E     -    85,245.593   295,606.233   MT  0.99995895   +0 18 14.1
 GD1837;UTM  16      - 4,054,723.041   232,517.696   MT  1.00048157   -1 47 02.2
 GD1837;UTM  15      - 4,054,777.507   769,225.348   MT  1.00049310   +1 47 44.1
 GD1837
 GD1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1837!SPC MO E     -   0.99999054  x   0.99995895  =   0.99994949
 GD1837!UTM  16      -   0.99999054  x   1.00048157  =   1.00047210
 GD1837!UTM  15      -   0.99999054  x   1.00049310  =   1.00048363
 GD1837
 GD1837|---------------------------------------------------------------------|
 GD1837| PID    Reference Object                     Distance      Geod. Az  |
 GD1837|                                                           dddmmss.s |
 GD1837| CG4482 MALD RM 1                            18.265 METERS 00210     |
 GD1837| CG4483 MALD RM 1 RESET                       8.266 METERS 00404     |
 GD1837| GD1839 MALDEN MUNICIPAL TANK               APPROX. 5.6 KM 1600532.8 |
 GD1837| GD1838 MALDEN DUNKLIN CO COMP WHSE TK      APPROX. 5.8 KM 1622241.2 |
 GD1837| CG4484 MALD RM 2                            17.612 METERS 23244     |
 GD1837| CG4481 MALD AZ MK                                         3383012.3 |
 GD1837|---------------------------------------------------------------------|
 GD1837
 GD1837                          SUPERSEDED SURVEY CONTROL
 GD1837
 GD1837  NAD 83(1997)-  36 36 01.90533(N)    089 59 24.93425(W) AD(       ) 3
 GD1837  NAD 83(1997)-  36 36 01.91138(N)    089 59 24.93172(W) AD(       ) 3
 GD1837  NAD 83(1997)-  36 36 01.91240(N)    089 59 24.93328(W) AD(       ) 3
 GD1837  NAD 83(1986)-  36 36 01.91238(N)    089 59 24.93393(W) AD(       ) 3
 GD1837  NAD 27      -  36 36 01.70790(N)    089 59 24.60300(W) AD(       ) 3
 GD1837
 GD1837.Superseded values are not recommended for survey control.
 GD1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1837.See file dsdata.txt to determine how the superseded data were derived.
 GD1837
 GD1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3251854723(NAD 83)
 GD1837_MARKER: DS = TRIANGULATION STATION DISK
 GD1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1837+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 GD1837
 GD1837  HISTORY     - Date     Condition        Report By
 GD1837  HISTORY     - 1954     MONUMENTED       CGS
 GD1837  HISTORY     - 1970     GOOD             NGS
 GD1837  HISTORY     - 20020808 GOOD             USACE
 GD1837
 GD1837                          STATION DESCRIPTION
 GD1837
 GD1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1837'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF BERNIE, ABOUT 3 MILES
 GD1837'NORTH OF MALDEN, ON THE MALDEN MUNICIPAL AIRPORT AND AIR BASE, JUST
 GD1837'WEST OF THE CONTROL TOWER, 45 FEET EAST OF THE EAST EDGE OF THE
 GD1837'AIRSTRIP, 36 FEET WEST OF A SMALL BUILDING THAT SITS DIRECTLY
 GD1837'BELOW THE CONTROL TOWER, AND 25 FEET NORTH OF A ROW OF CONCRETE
 GD1837'POSTS.  IT IS SET FLUSH AND IS STAMPED MALD 1954.
 GD1837'
 GD1837'REFERENCE MARK 1 IS SET IN THE SOUTH EDGE OF A SIDEWALK, 20 FEET
 GD1837'WEST OF THE ENTRANCE TO THE BASE OPERATIONS BUILDING.  IT IS A
 GD1837'STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE CONCRETE AND IS
 GD1837'STAMPED MALD NO 1 1954.
 GD1837'
 GD1837'REFERENCE MARK 2 IS AT THE MOST EASTERN EDGE OF THE AIRSTRIP, 19
 GD1837'FEET SOUTH OF A YELLOW BOX CONTAINING FIRE FIGHTING EQUIPMENT, AND
 GD1837'14 FEET SOUTHWEST OF A ROUND CONCRETE POST.  IT IS A STANDARD DISK
 GD1837'SET FLUSH IN A DRILL HOLE IN THE MACADAM AIRSTRIP AND IS STAMPED
 GD1837'MALD NO 2 1954.
 GD1837'
 GD1837'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 106.46 FEET.
 GD1837'
 GD1837'THE AZIMUTH MARK IS AT THE EXTREME NORTH END OF THE AIRSTRIP, IN
 GD1837'THE NORTHWEST CORNER OF A NORTH-SOUTH RUNWAY, 15 FEET SOUTHEAST OF
 GD1837'THE MOST NORTHWESTERLY LANDING FIELD LIGHT.  IT IS A STANDARD DISK
 GD1837'SET FLUSH IN A DRILL HOLE IN THE AIRSTRIP AND IS STAMPED MALD
 GD1837'1954.
 GD1837'
 GD1837'TO REACH THE STATION FROM THE POST OFFICE IN MALDEN GO NORTH FOR 0.1
 GD1837'MILE TO THE JUNCTION WITH STATE HIGHWAY 25, HERE TURN LEFT AND
 GD1837'FOLLOW THE HIGHWAY WEST THEN NORTH FOR 3.0 MILES TO THE ENTRANCE TO
 GD1837'THE MALDEN MUNICIPAL AIRPORT AND AIR BASE ON THE LEFT, TURN
 GD1837'LEFT AND GO WEST ON THE BASE ROAD FOR 0.75 MILE TO A FORK, TAKE
 GD1837'THE LEFT FORK AND CONTINUE WESTERLY FOR 0.35 MILE TO A SIDE STREET
 GD1837'RIGHT, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A ROAD BEARING LEFT,
 GD1837'HERE TURN LEFT AND GO 0.05 MILE TO THE CONTROL TOWER ON THE RIGHT
 GD1837'AND THE STATION AS DESCRIBED.
 GD1837'
 GD1837'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST TO THE SECOND
 GD1837'NORTH-SOUTH RUNWAY, TURN RIGHT AND GO NORTH UP THE RUNWAY FOR ABOUT
 GD1837'0.3 MILE TO THE EXTREME NORTH END OF THE RUNWAY AND THE AZIMUTH
 GD1837'MARK AT THE NORTHWEST CORNER AS DESCRIBED.
 GD1837'
 GD1837'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 GD1837
 GD1837                          STATION RECOVERY (1970)
 GD1837
 GD1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1837'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 GD1837'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND SET IN A NEWLY POURED
 GD1837'SIDEWALK AND DOES NOT OCCUPY ITS FORMER POSITION.  THE STAMPING OF
 GD1837'THE MARK WAS NOT ALTERED.  THE DISTANCE AND DIRECTION TO REFERENCE
 GD1837'MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS.
 GD1837'
 GD1837'STATION IS LOCATED ABOUT 5 MILES SOUTH OF BERNIE, AT THE WEST EDGE OF
 GD1837'THE MALDEN INDUSTRIAL PARK, IN A SMALL GRASSY AREA JUST WEST OF THE
 GD1837'OLD CONTROL TOWER OF THE MALDEN MUNICIPAL AIRPORT, 30 FEET
 GD1837'SOUTHWEST OF THE NORTHWEST LEG OF THE CONTROL TOWER, 30 FEET
 GD1837'NORTHWEST OF THE SOUTHWEST LEG OF THE TOWER, 44 FEET EAST OF THE
 GD1837'EAST EDGE OF PAVED TAXI STRIP, 26.5 FEET SOUTH OF THE SOUTH EDGE
 GD1837'OF AN EAST-WEST SIDEWALK, 26 FEET NORTH OF THE NORTH EDGE OF
 GD1837'PAVED PARKING LOT, 29 FEET WEST OF THE WEST WALL OF A CONCRETE
 GD1837'BLOCK BUILDING UNDER THE CONTROL TOWER, MONUMENT IS 6 INCHES
 GD1837'UNDERGROUND AND THE DISK IS STAMPED MALD 1954.
 GD1837'
 GD1837'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON TAXI STRIP FOR
 GD1837'0.15 MILE TO THE NORTH-SOUTH RUNWAY.  TURN RIGHT AND GO NORTH ON THE
 GD1837'RUNWAY FOR 0.5 MILE TO THE END OF THE RUNWAY AND THE MARK IN THE
 GD1837'NORTHWEST CORNER OF THE PAVEMENT.
 GD1837'
 GD1837'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MALD NO 1 1954 SET IN A
 GD1837'DRILL HOLE IN THE CONCRETE EAST-WEST SIDEWALK, 76 FEET WEST OF THE
 GD1837'SOUTHWEST CORNER OF BUILDING BOOTHILL PLANNING COMMISSION, 47 FEET
 GD1837'EAST OF THE EAST EDGE OF THE TAXI STRIP, 30 FEET NORTHWEST OF THE
 GD1837'NORTHWEST LEG OF THE TOWER, 29 FEET SOUTHWEST OF AN 8 INCH SCOTCH
 GD1837'PINE TREE, 4 INCHES NORTH OF THE SOUTH EDGE OF THE SIDEWALK.
 GD1837'
 GD1837'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MALD NO 2 1954, SET IN A
 GD1837'DRILL HOLE IN THE TAXI STRIP, 77 FEET SOUTHWEST OF THE SOUTHWEST LEG
 GD1837'OF THE TOWER, 63 FEET SOUTH OF THE SOUTH EDGE AND WEST END OF THE
 GD1837'SIDEWALK, AND 1 FOOT WEST OF THE WEST EDGE OF A DRAINAGE DUCT.
 GD1837'
 GD1837'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MALD 1954, SET IN A DRILL
 GD1837'HOLE IN THE EXTREME NORTHWEST CORNER OF THE RUNWAY.
 GD1837'
 GD1837'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1837'
 GD1837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 GD1837'NORTH OF MALDEN.
 GD1837
 GD1837                          STATION RECOVERY (2002)
 GD1837
 GD1837'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1837'THE STATION IS 29 FT W OF CARSONITE WITNESS POST AT BLOCK BUILDING -NO
 GD1837'CONTROL TOWER AT THIS LOCATION NOW- OTHER MEASUREMENTS CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1840 ***********************************************************************
 GD1840  DESIGNATION -  MALDEN
 GD1840  PID         -  GD1840
 GD1840  STATE/COUNTY-  MO/DUNKLIN
 GD1840  USGS QUAD   -  MALDEN (1978)
 GD1840
 GD1840                         *CURRENT SURVEY CONTROL
 GD1840  ___________________________________________________________________
 GD1840* NAD 83(1997)-  36 33 14.15476(N)    089 58 04.63459(W)     ADJUSTED  
 GD1840* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 GD1840  ___________________________________________________________________
 GD1840  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 GD1840  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GD1840
 GD1840  HORZ ORDER  -  SECOND
 GD1840
 GD1840.The horizontal coordinates were established by classical geodetic methods
 GD1840.and adjusted by the National Geodetic Survey in February 2000..
 GD1840
 GD1840.The orthometric height was scaled from a topographic map.
 GD1840
 GD1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1840
 GD1840.The geoid height was determined by GEOID03.
 GD1840
 GD1840;                    North         East     Units Scale Factor Converg.
 GD1840;SPC MO E     -    80,085.870   297,630.529   MT  0.99996127   +0 19 00.8
 GD1840;UTM  16      - 4,049,490.334   234,353.720   MT  1.00046951   -1 46 07.3
 GD1840;UTM  15      - 4,049,669.439   771,384.367   MT  1.00050749   +1 48 24.9
 GD1840
 GD1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1840!SPC MO E     -   0.99999053  x   0.99996127  =   0.99995180
 GD1840!UTM  16      -   0.99999053  x   1.00046951  =   1.00046004
 GD1840!UTM  15      -   0.99999053  x   1.00050749  =   1.00049802
 GD1840
 GD1840|---------------------------------------------------------------------|
 GD1840| PID    Reference Object                     Distance      Geod. Az  |
 GD1840|                                                           dddmmss.s |
 GD1840| GD1844 TRAVERSE STATION 220                263.411 METERS 03701     |
 GD1840| GD1845 MALDEN A STATION                    205.277 METERS 05025     |
 GD1840| GD1990 MALDEN AZ MK                                       1774651.8 |
 GD1840| GD1838 MALDEN DUNKLIN CO COMP WHSE TK      418.478 METERS 2161518.8 |
 GD1840| GD1839 MALDEN MUNICIPAL TANK               131.569 METERS 22256     |
 GD1840| GD1988 MALDEN RM 1                          52.036 METERS 24151     |
 GD1840| GD1989 MALDEN RM 2                          18.860 METERS 33337     |
 GD1840| GD1836 AIRPORT BEACON MALDEN AIR BASE      APPROX. 5.6 KM 3565553.8 |
 GD1840|---------------------------------------------------------------------|
 GD1840
 GD1840                          SUPERSEDED SURVEY CONTROL
 GD1840
 GD1840  NAD 83(1997)-  36 33 14.15711(N)    089 58 04.63446(W) AD(       ) 2
 GD1840  NAD 83(1997)-  36 33 14.16124(N)    089 58 04.63195(W) AD(       ) 2
 GD1840  NAD 83(1997)-  36 33 14.16455(N)    089 58 04.63291(W) AD(       ) 2
 GD1840  NAD 83(1986)-  36 33 14.16473(N)    089 58 04.63356(W) AD(       ) 2
 GD1840  NAD 27      -  36 33 13.95520(N)    089 58 04.30570(W) AD(       ) 2
 GD1840
 GD1840.Superseded values are not recommended for survey control.
 GD1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1840.See file dsdata.txt to determine how the superseded data were derived.
 GD1840
 GD1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3435449490(NAD 83)
 GD1840_MARKER: DS = TRIANGULATION STATION DISK
 GD1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1840+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 GD1840
 GD1840  HISTORY     - Date     Condition        Report By
 GD1840  HISTORY     - 1954     MONUMENTED       CGS
 GD1840  HISTORY     - 1969     GOOD             MOHC
 GD1840  HISTORY     - 1970     GOOD             NGS
 GD1840  HISTORY     - 20020809 GOOD             USACE
 GD1840
 GD1840                          STATION DESCRIPTION
 GD1840
 GD1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1840'THE STATION IS LOCATED IN THE SOUTH PART OF MALDEN ON PROPERTY OWNED
 GD1840'BY THE MALDEN POWER AND LIGHT CO.  IT IS ABOUT 425 FEET NORTHEAST OF
 GD1840'THE MALDEN MUNICIPAL WATER TANK, 205.4 FEET NORTHEAST OF THE
 GD1840'NORTHEAST CORNER OF THE MALDEN POWER AND LIGHT CO. BUILDING, 52 FEET
 GD1840'WEST OF THE CENTER OF A STREET, 33 FEET SOUTHWEST OF A POWERLINE
 GD1840'POLE, AND 28 FEET SOUTH OF A ROAD.  IT IS STAMPED MALDEN 1954 AND IS
 GD1840'SET FLUSH.
 GD1840'
 GD1840'REFERENCE MARK 1 IS 20 FEET NORTHWEST OF THE CENTER OF A ROAD, 18
 GD1840'FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK, AND 6 FEET
 GD1840'SOUTHWEST OF A POWERLINE POLE.  IT IS STAMPED MALDEN NO 1 1954 AND IS
 GD1840'SET FLUSH.
 GD1840'
 GD1840'REFERENCE MARK 2 IS 23 FEET NORTH OF THE CENTER OF A ROAD, AND 16
 GD1840'FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK.  IT IS STAMPED
 GD1840'MALDEN NO 2 1954 AND IS CEMENTED IN A DRILL HOLE IN THE EAST
 GD1840'CONCRETE HEADWALL OF A CULVERT.
 GD1840'
 GD1840'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 174.4 FEET.
 GD1840'
 GD1840'THE AZIMUTH MARK IS 42 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE,
 GD1840'25 FEET EAST OF THE CENTER OF A STREET, AND 9 FEET NORTH OF A BOARD
 GD1840'FENCE.  IT IS STAMPED MALDEN 1954 AND IS CEMENTED IN A DRILL HOLE
 GD1840'IN THE CONCRETE SIDEWALK.
 GD1840'
 GD1840'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.25 MILE
 GD1840'TO THE MARK ON THE LEFT AS DESCRIBED.
 GD1840'
 GD1840'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1840
 GD1840                          STATION RECOVERY (1969)
 GD1840
 GD1840'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1969
 GD1840'STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE ALL FOUND IN GOOD
 GD1840'CONDITION.
 GD1840
 GD1840                          STATION RECOVERY (1970)
 GD1840
 GD1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1840'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT GOOD
 GD1840'CONDITION.  THE STATION WAS OCCUPIED AND A DISCREPANCY OF PLUS 16.3
 GD1840'SEC WAS NOTED IN THE HORIZONTAL ANGLE OBSERVED FROM THE AZIMUTH
 GD1840'MARK TO THE MALDEN, MUNICIPAL WATER TANK 1954.  DISCREPANCIES OF
 GD1840'PLUS 0.01 OF A FOOT WERE NOTED IN THE HORIZONTAL MEASURED DISTANCE
 GD1840'TO REFERENCE MARK NO. 1 AND PLUS 0.02 OF A FOOT TO REFERENCE
 GD1840'MARK NO. 2.  HOWEVER, THE ANGLES OBSERVED BETWEEN THE AZIMUTH MARK
 GD1840'AND THE REFERENCE MARKS CHECKED THE 1954 OBSERVATIONS WELL
 GD1840'WITHIN THE ALLOWABLE.  THE DISTANCE AND ANGLE TO TRAVERSE
 GD1840'STATION TRAV 220 USE COULD NOT BE CHECKED BECAUSE OF RAILROAD CARS
 GD1840'HELD IN THE RAILROAD YARDS.
 GD1840'
 GD1840'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1840'
 GD1840'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF MALDEN, ON
 GD1840'THE PROPERTY OF THE MALDEN POWER AND LIGHT CO., AND ONE BLOCK WEST
 GD1840'OF U.S. HIGHWAY 62 AND STATE ROUTE 25.  NO TO-REACH DEEMED
 GD1840'NECESSARY.
 GD1840'
 GD1840'THE STATION IS ABOUT 432 FEET NORTHEAST OF THE MALDEN, MUNICIPAL
 GD1840'WATER TANK, 195 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE POWER
 GD1840'AND LIGHT CO. PLANT, 50 FEET EAST-SOUTHEAST OF THE CENTER OF A
 GD1840'LARGE STORM DRAIN, 48 FEET WEST OF THE APPROXIMATE CENTER OF
 GD1840'BECKWITH STREET, 33 FEET SOUTHWEST OF A TELEPHONE POLE, 31.5
 GD1840'FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD SIDING, AND 19 FEET
 GD1840'NORTHWEST OF A 16-INCH ELM TREE.  IT IS A STANDARD DISK SET IN THE
 GD1840'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 GD1840'STAMPED MALDEN 1954.
 GD1840'
 GD1840'REFERENCE MARK NO. 1 IS 109 FEET NORTH OF THE NORTHWEST CORNER OF
 GD1840'THE POWER PLANT, 57 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 GD1840'SIDING, 40 FEET SOUTH OF A POWERLINE POLE, AND 7 FEET SOUTHWEST OF
 GD1840'A TELEPHONE POLE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1840'10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 GD1840'MALDEN NO 1 1954.
 GD1840'
 GD1840'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GD1840'IN THE TOP OF THE NORTH END OF A CONCRETE HEADWALL, 84 FEET
 GD1840'NORTHWEST OF THE APPROXIMATE CENTER OF A CURVE ON BECKWITH STREET,
 GD1840'36 FEET NORTHWEST OF A TELEPHONE POLE, AND 19 FEET SOUTH OF THE
 GD1840'SOUTH RAIL OF THE RAILROAD SIDING.  THE DISK IS STAMPED MALDEN NO 2
 GD1840'1954.
 GD1840'
 GD1840'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 GD1840'REFERENCE MARK NO. 2 IS 183.42 FEET - 55.906 METERS.
 GD1840'
 GD1840'THE AZIMUTH MARK IS 42 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 GD1840'OF THE RESIDENCE AT 708 BECKWITH STREET, 30 FEET SOUTH OF A 16-INCH,
 GD1840'FORKED TRUNKED ELM TREE, 29 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1840'BECKWITH STREET, 9 FEET NORTH OF A FENCE AT SOUTH END OF STREET
 GD1840'AND SIDEWALK, AND NEAR THE CENTER OF A NORTH-SOUTH CONCRETE
 GD1840'SIDEWALK.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GD1840'NORTH-SOUTH SIDEWALK AND THE DISK IS STAMPED MALDEN
 GD1840'1954.
 GD1840'
 GD1840'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON BECKWITH
 GD1840'STREET FOR 0.25 OF A MILE TO WHERE STREET DEAD ENDS AND THE MARK ON
 GD1840'THE LEFT AS DESCRIBED.
 GD1840'
 GD1840'NO METAL WITNESS POST WERE SET AT ANY OF THE MARKS AT THIS STATION,
 GD1840'AS ALL MARKS ARE IN MOWED AND TENDED AREAS.
 GD1840
 GD1840                          STATION RECOVERY (2002)
 GD1840
 GD1840'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1840'THE STATION IS 22 FT SE OF CARSONITE WITNESS POST AT UPRIGHT RAIL
 GD1840'SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1838 ***********************************************************************
 GD1838  DESIGNATION -  MALDEN DUNKLIN CO COMP WHSE TK
 GD1838  PID         -  GD1838
 GD1838  STATE/COUNTY-  MO/DUNKLIN
 GD1838  USGS QUAD   -  MALDEN (1978)
 GD1838
 GD1838                         *CURRENT SURVEY CONTROL
 GD1838  ___________________________________________________________________
 GD1838* NAD 83(1997)-  36 33 03.20707(N)    089 58 14.58552(W)     ADJUSTED  
 GD1838* NAVD 88     -                                                        
 GD1838  ___________________________________________________________________
 GD1838  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 GD1838  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GD1838
 GD1838  HORZ ORDER  -  THIRD
 GD1838
 GD1838.The horizontal coordinates were established by classical geodetic methods
 GD1838.and adjusted by the National Geodetic Survey in February 2000..
 GD1838
 GD1838
 GD1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1838
 GD1838.The geoid height was determined by GEOID03.
 GD1838
 GD1838;                    North         East     Units Scale Factor Converg.
 GD1838;SPC MO E     -    79,747.062   297,384.928   MT  0.99996099   +0 18 54.8
 GD1838;UTM  16      - 4,049,160.521   234,095.820   MT  1.00047120   -1 46 12.7
 GD1838;UTM  15      - 4,049,324.172   771,147.529   MT  1.00050591   +1 48 18.5
 GD1838
 GD1838                          SUPERSEDED SURVEY CONTROL
 GD1838
 GD1838  NAD 83(1997)-  36 33 03.21025(N)    089 58 14.58587(W) AD(       ) 4
 GD1838  NAD 83(1997)-  36 33 03.21572(N)    089 58 14.58427(W) AD(       ) 4
 GD1838  NAD 83(1997)-  36 33 03.21643(N)    089 58 14.58343(W) AD(       ) 4
 GD1838  NAD 83(1986)-  36 33 03.21647(N)    089 58 14.58410(W) AD(       ) 4
 GD1838  NAD 27      -  36 33 03.00800(N)    089 58 14.25600(W) AD(       ) 3
 GD1838
 GD1838.Superseded values are not recommended for survey control.
 GD1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1838.See file dsdata.txt to determine how the superseded data were derived.
 GD1838
 GD1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3409649161(NAD 83)
 GD1838_MARKER: 53 = ELEVATED TANK
 GD1838
 GD1838  HISTORY     - Date     Condition        Report By
 GD1838  HISTORY     - 1954     FIRST OBSERVED   CGS
 GD1838
 GD1838                          STATION DESCRIPTION
 GD1838
 GD1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1838'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF MALDEN, ABOUT 0.2
 GD1838'MILE SOUTHWEST OF THE MUNICIPAL WATER TANK.  IT IS A 4-LEGGED STEEL
 GD1838'STRUCTURE, PAINTED ALUMINUM, AND HAS A BALL AT THE APEX.  IT HAS AN
 GD1838'APPROXIMATE OVERALL HEIGHT OF 120 FEET.
 GD1838'
 GD1838'THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1839 ***********************************************************************
 GD1839  DESIGNATION -  MALDEN MUNICIPAL TANK
 GD1839  PID         -  GD1839
 GD1839  STATE/COUNTY-  MO/DUNKLIN
 GD1839  USGS QUAD   -  MALDEN (1978)
 GD1839
 GD1839                         *CURRENT SURVEY CONTROL
 GD1839  ___________________________________________________________________
 GD1839* NAD 83(1997)-  36 33 11.02995(N)    089 58 08.23843(W)     ADJUSTED  
 GD1839* NAVD 88     -                                                        
 GD1839  ___________________________________________________________________
 GD1839  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 GD1839  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 GD1839
 GD1839  HORZ ORDER  -  THIRD
 GD1839
 GD1839.The horizontal coordinates were established by classical geodetic methods
 GD1839.and adjusted by the National Geodetic Survey in February 2000..
 GD1839
 GD1839
 GD1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1839
 GD1839.The geoid height was determined by GEOID03.
 GD1839
 GD1839;                    North         East     Units Scale Factor Converg.
 GD1839;SPC MO E     -    79,989.058   297,541.441   MT  0.99996117   +0 18 58.6
 GD1839;UTM  16      - 4,049,396.781   234,261.121   MT  1.00047012   -1 46 09.3
 GD1839;UTM  15      - 4,049,570.289   771,297.779   MT  1.00050691   +1 48 22.7
 GD1839
 GD1839                          SUPERSEDED SURVEY CONTROL
 GD1839
 GD1839  NAD 83(1997)-  36 33 11.03267(N)    089 58 08.23819(W) AD(       ) 4
 GD1839  NAD 83(1997)-  36 33 11.03727(N)    089 58 08.23570(W) AD(       ) 4
 GD1839  NAD 83(1997)-  36 33 11.03963(N)    089 58 08.23668(W) AD(       ) 4
 GD1839  NAD 83(1986)-  36 33 11.03969(N)    089 58 08.23747(W) AD(       ) 4
 GD1839  NAD 27      -  36 33 10.83200(N)    089 58 07.90800(W) AD(       ) 3
 GD1839
 GD1839.Superseded values are not recommended for survey control.
 GD1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1839.See file dsdata.txt to determine how the superseded data were derived.
 GD1839
 GD1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3426149397(NAD 83)
 GD1839_MARKER: 53 = ELEVATED TANK
 GD1839
 GD1839  HISTORY     - Date     Condition        Report By
 GD1839  HISTORY     - 1954     FIRST OBSERVED   CGS
 GD1839
 GD1839                          STATION DESCRIPTION
 GD1839
 GD1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1839'THE STATION IS LOCATED IN THE SOUTHERN SECTION ON MALDEN ON THE LOT
 GD1839'WITH THE MALDEN, LIGHT AND POWER PLANT.  IT IS A 6-LEGGED STEEL
 GD1839'STRUCTURE, PAINTED ALUMINUM, AND HAS A GENTLY SLOPING ROOF.
 GD1839'
 GD1839'A BALL AT THE APEX OF THE TANK WAS THE POINT OBSERVED UPON.
 GD1839'
 GD1839'THE APPROXIMATE OVERALL HEIGHT IS 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1898 ***********************************************************************
 GD1898  DESIGNATION -  MALDPORT
 GD1898  PID         -  GD1898
 GD1898  STATE/COUNTY-  MO/DUNKLIN
 GD1898  USGS QUAD   -  MALDEN (1978)
 GD1898
 GD1898                         *CURRENT SURVEY CONTROL
 GD1898  ___________________________________________________________________
 GD1898* NAD 83(1997)-  36 36 12.36986(N)    089 59 34.49753(W)     ADJUSTED  
 GD1898* NAVD 88     -        89.2    (meters)     293.     (feet)  VERTCON   
 GD1898  ___________________________________________________________________
 GD1898  X           -         633.826 (meters)                     COMP
 GD1898  Y           -  -5,126,404.830 (meters)                     COMP
 GD1898  Z           -   3,782,191.447 (meters)                     COMP
 GD1898  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 GD1898  ELLIP HEIGHT-          60.74  (meters)          (02/17/00) GPS OBS
 GD1898  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GD1898
 GD1898  HORZ ORDER  -  THIRD
 GD1898  ELLP ORDER  -  FOURTH    CLASS I
 GD1898
 GD1898.This mark is at Malden Municipal Airport (MAW)
 GD1898
 GD1898.The horizontal coordinates were established by GPS observations
 GD1898.and adjusted by the National Geodetic Survey in February 2000..
 GD1898
 GD1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1898
 GD1898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1898
 GD1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1898
 GD1898.The ellipsoidal height was determined by GPS observations
 GD1898.and is referenced to NAD 83.
 GD1898
 GD1898.The geoid height was determined by GEOID03.
 GD1898
 GD1898;                    North         East     Units Scale Factor Converg.
 GD1898;SPC MO E     -    85,566.966   295,366.864   MT  0.99995868   +0 18 08.5
 GD1898;UTM  16      - 4,055,053.094   232,290.076   MT  1.00048307   -1 47 08.4
 GD1898;UTM  15      - 4,055,092.707   768,977.563   MT  1.00049145   +1 47 38.8
 GD1898
 GD1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1898!SPC MO E     -   0.99999047  x   0.99995868  =   0.99994915
 GD1898!UTM  16      -   0.99999047  x   1.00048307  =   1.00047353
 GD1898!UTM  15      -   0.99999047  x   1.00049145  =   1.00048191
 GD1898
 GD1898:                Primary Azimuth Mark                     Grid Az
 GD1898:SPC MO E     -  MALDPORT AZ MK                           180 26 27.0
 GD1898:UTM  16      -  MALDPORT AZ MK                           182 31 43.9
 GD1898:UTM  15      -  MALDPORT AZ MK                           178 56 56.7
 GD1898
 GD1898|---------------------------------------------------------------------|
 GD1898| PID    Reference Object                     Distance      Geod. Az  |
 GD1898|                                                           dddmmss.s |
 GD1898| GD1899 MALDPORT AZ MK                      APPROX. 0.6 KM 1804435.5 |
 GD1898|---------------------------------------------------------------------|
 GD1898
 GD1898                          SUPERSEDED SURVEY CONTROL
 GD1898
 GD1898  NAD 83(1997)-  36 36 12.37006(N)    089 59 34.49745(W) AD(       ) 3
 GD1898  NAD 83(1997)-  36 36 12.37083(N)    089 59 34.49733(W) AD(       ) 3
 GD1898  NAD 83(1997)-  36 36 12.37845(N)    089 59 34.49683(W) AD(       ) 3
 GD1898  NAD 83(1986)-  36 36 12.38056(N)    089 59 34.49613(W) AD(       ) 3
 GD1898  NGVD 29 (07/16/90)   89.1    (m)          292.     (f) GPS OBS        
 GD1898
 GD1898.Superseded values are not recommended for survey control.
 GD1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1898.See file dsdata.txt to determine how the superseded data were derived.
 GD1898
 GD1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3229055053(NAD 83)
 GD1898_MARKER: I = METAL ROD
 GD1898_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1898_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1898_STAMPING: MALDPORT 1989
 GD1898_MARK LOGO: NGS   
 GD1898_PROJECTION: FLUSH
 GD1898_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1898+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 GD1898_ROD/PIPE-DEPTH: 23.5 meters
 GD1898_SLEEVE-DEPTH  : 0.91 meters
 GD1898
 GD1898  HISTORY     - Date     Condition        Report By
 GD1898  HISTORY     - 1989     MONUMENTED       NGS
 GD1898  HISTORY     - 19900209 GOOD
 GD1898  HISTORY     - 20020808 GOOD             USACE
 GD1898
 GD1898                          STATION DESCRIPTION
 GD1898
 GD1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1898'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF MALDEN, 21 KM
 GD1898'(13.05 MI) SOUTH OF DEXTER, ABOUT 1.6 KM (1.00 MI) WEST OF STATE ROUTE
 GD1898'25, AT THE MALDEN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MALDEN, BOX
 GD1898'307 MALDEN, MO 63863.  MANAGER IS BOB STUART, PHONE, 314-276-2279 OR
 GD1898'276-4804.
 GD1898'TO REACH THE STATION FROM THE INTERSECTION OF U.S.HIGHWAY 62, COUNTY
 GD1898'ROAD 112 AND AIRPORT ROAD (A FOUR WAY STOP INTERSECTION) LOCATED ON
 GD1898'THE NORTH SIDE OF MALDEN, GO WEST ON AIRPORT ROAD FOR 1.6 KM
 GD1898'(1.00 MI) TO A Y INTERSECTION, TURN RIGHT NORTHWESTERLY ON AIRPORT
 GD1898'ROAD FOR 0.56 KM (0.35 MI) TO THE APRON, CONTINUE STRIGHT AHEAD ONTO
 GD1898'THE ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE
 GD1898'LEFT.
 GD1898'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GD1898'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, LOCATED
 GD1898'46.9 M (153.9 FT) EAST OF THE CENTER OF THE RUNWAY, 11.2 M (36.7 FT)
 GD1898'SOUTH OF THE CENTER OF THE ENTRANCE RAMP, 1.35 M (4.4 FT) SOUTHEAST OF
 GD1898'THE SOUTHEAST CORNER OF A CONCRETE DUCT COVER INSCRIBED 1-3, 1.3 M
 GD1898'(4.3 FT) SOUTH OF A RAMP LIGHT AND 1.3 M (4.3 FT) SOUTH OF A
 GD1898'FIBERGLASS WITNESS POST.
 GD1898'DESCRIBED BY M.L.M.
 GD1898
 GD1898                          STATION RECOVERY (1990)
 GD1898
 GD1898'RECOVERED 1990
 GD1898'RECOVERED IN GOOD CONDITION.
 GD1898
 GD1898                          STATION RECOVERY (2002)
 GD1898
 GD1898'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1899 ***********************************************************************
 GD1899  DESIGNATION -  MALDPORT AZ MK
 GD1899  PID         -  GD1899
 GD1899  STATE/COUNTY-  MO/DUNKLIN
 GD1899  USGS QUAD   -  MALDEN (1978)
 GD1899
 GD1899                         *CURRENT SURVEY CONTROL
 GD1899  ___________________________________________________________________
 GD1899* NAD 83(1997)-  36 35 51.72886(N)    089 59 34.82960(W)     ADJUSTED  
 GD1899* NAVD 88     -        88.9    (meters)     292.     (feet)  VERTCON   
 GD1899  ___________________________________________________________________
 GD1899  X           -         625.619 (meters)                     COMP
 GD1899  Y           -  -5,126,783.969 (meters)                     COMP
 GD1899  Z           -   3,781,680.478 (meters)                     COMP
 GD1899  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 GD1899  ELLIP HEIGHT-          60.46  (meters)          (02/17/00) GPS OBS
 GD1899  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 GD1899
 GD1899  HORZ ORDER  -  THIRD
 GD1899  ELLP ORDER  -  FOURTH    CLASS I
 GD1899
 GD1899.This mark is at Malden Municipal Airport (MAW)
 GD1899
 GD1899.The horizontal coordinates were established by GPS observations
 GD1899.and adjusted by the National Geodetic Survey in February 2000..
 GD1899
 GD1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1899
 GD1899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1899
 GD1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1899
 GD1899.The ellipsoidal height was determined by GPS observations
 GD1899.and is referenced to NAD 83.
 GD1899
 GD1899.The geoid height was determined by GEOID03.
 GD1899
 GD1899;                    North         East     Units Scale Factor Converg.
 GD1899;SPC MO E     -    84,930.697   295,361.969   MT  0.99995868   +0 18 08.2
 GD1899;UTM  16      - 4,054,417.093   232,261.988   MT  1.00048325   -1 47 07.7
 GD1899;UTM  15      - 4,054,456.188   768,989.237   MT  1.00049153   +1 47 37.8
 GD1899
 GD1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1899!SPC MO E     -   0.99999051  x   0.99995868  =   0.99994919
 GD1899!UTM  16      -   0.99999051  x   1.00048325  =   1.00047376
 GD1899!UTM  15      -   0.99999051  x   1.00049153  =   1.00048204
 GD1899
 GD1899:                Primary Azimuth Mark                     Grid Az
 GD1899:SPC MO E     -  MALDPORT                                 000 26 27.1
 GD1899:UTM  16      -  MALDPORT                                 002 31 43.0
 GD1899:UTM  15      -  MALDPORT                                 358 56 57.5
 GD1899
 GD1899|---------------------------------------------------------------------|
 GD1899| PID    Reference Object                     Distance      Geod. Az  |
 GD1899|                                                           dddmmss.s |
 GD1899| GD1898 MALDPORT                            APPROX. 0.6 KM 0004435.3 |
 GD1899|---------------------------------------------------------------------|
 GD1899
 GD1899                          SUPERSEDED SURVEY CONTROL
 GD1899
 GD1899  NAD 83(1997)-  36 35 51.72905(N)    089 59 34.82953(W) AD(       ) 3
 GD1899  NAD 83(1997)-  36 35 51.72982(N)    089 59 34.82941(W) AD(       ) 3
 GD1899  NAD 83(1997)-  36 35 51.73744(N)    089 59 34.82890(W) AD(       ) 3
 GD1899  NAD 83(1986)-  36 35 51.73955(N)    089 59 34.82820(W) AD(       ) 3
 GD1899  NGVD 29 (07/16/90)   88.9    (m)          292.     (f) GPS OBS        
 GD1899
 GD1899.Superseded values are not recommended for survey control.
 GD1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1899.See file dsdata.txt to determine how the superseded data were derived.
 GD1899
 GD1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3226254417(NAD 83)
 GD1899_MARKER: I = METAL ROD
 GD1899_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1899_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1899_STAMPING: MALDPORT AZ MK 1989
 GD1899_MARK LOGO: NGS   
 GD1899_PROJECTION: FLUSH
 GD1899_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1899+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1990
 GD1899_ROD/PIPE-DEPTH: 23.5 meters
 GD1899_SLEEVE-DEPTH  : 0.91 meters
 GD1899
 GD1899  HISTORY     - Date     Condition        Report By
 GD1899  HISTORY     - 1989     MONUMENTED       NGS
 GD1899  HISTORY     - 19900209 GOOD
 GD1899
 GD1899                          STATION DESCRIPTION
 GD1899
 GD1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1899'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF MALDEN, 21 KM
 GD1899'(13.05 MI) SOUTH OF DEXTER, ABOUT 1.6 KM (1.00 MI) WEST OF STATE ROUTE
 GD1899'25, AT THE MALDEN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MALDEN, BOX
 GD1899'307 MALDEN, MO 63863.  MANAGER IS BOB STUART, PHONE, 314-276-2279 OR
 GD1899'276-4804.
 GD1899'TO REACH THE STATION FROM THE INTERSECTION OF U.S.HIGHWAY 62, COUNTY
 GD1899'ROAD 112 AND AIRPORT ROAD (A FOUR WAY STOP INTERSECTION) LOCATED ON
 GD1899'THE NORTH SIDE OF MALDEN, GO WEST ON AIRPORT ROAD FOR 1.6 KM
 GD1899'(1.00 MI) TO A Y INTERSECTION, TURN RIGHT NORTHWESTERLY ON AIRPORT
 GD1899'ROAD FOR 0.56 KM (0.35 MI) TO THE APRON, CONTINUE STRAIGHT AHEAD ONTO
 GD1899'THE ENTRANCE RAMP TO THE JUNCTION OF THE RUNWAY, TURN LEFT, SOUTH
 GD1899'ALONG THE RUNWAY FOR 0.6 KM (0.35 MI) TO THE JUNCTION OF A ENTRANCE
 GD1899'RAMP AND THE STATION ON THE LEFT.
 GD1899'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN
 GD1899'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, LOCATED
 GD1899'45.5 M (149.3 FT) EAST OF THE CENTER OF THE RUNWAY, 12.7 M (41.7 FT)
 GD1899'NORTH OF THE CENTER OF THE ENTRANCE RAMP, 2.3 M (7.5 FT) NORTHEAST OF
 GD1899'THE NORTHEAST CORNER OF A CONCRETE DUCT COVER INSCRIBED 1-3, 2.0 M
 GD1899'(6.6 FT) NORTH OF A RAMP LIGHT AND 2.0 M (6.6 FT) NORTH OF A
 GD1899'FIBERGLASS WITNESS POST.
 GD1899'DESCRIBED BY M.L.M.
 GD1899
 GD1899                          STATION RECOVERY (1990)
 GD1899
 GD1899'RECOVERED 1990
 GD1899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1207 ***********************************************************************
 KD1207  DESIGNATION -  MALTA
 KD1207  PID         -  KD1207
 KD1207  STATE/COUNTY-  MO/SALINE
 KD1207  USGS QUAD   -  MALTA BEND (1978)
 KD1207
 KD1207                         *CURRENT SURVEY CONTROL
 KD1207  ___________________________________________________________________
 KD1207* NAD 83(1997)-  39 11 37.01870(N)    093 22 00.17249(W)     ADJUSTED  
 KD1207* NAVD 88     -       213.58   (+/-2cm)     700.7    (feet)  VERTCON   
 KD1207  ___________________________________________________________________
 KD1207  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 KD1207  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KD1207
 KD1207  HORZ ORDER  -  THIRD
 KD1207  VERT ORDER  -  THIRD ? (See Below)
 KD1207
 KD1207.The horizontal coordinates were established by classical geodetic methods
 KD1207.and adjusted by the National Geodetic Survey in February 2000..
 KD1207
 KD1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1207.The vertical order pertains to the NGVD 29 superseded value.
 KD1207
 KD1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1207
 KD1207.The geoid height was determined by GEOID03.
 KD1207
 KD1207;                    North         East     Units Scale Factor Converg.
 KD1207;SPC MO C     -   373,282.002   425,129.094   MT  1.00000233   -0 32 51.9
 KD1207;UTM  15      - 4,338,326.794   468,332.222   MT  0.99961235   -0 13 54.3
 KD1207
 KD1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1207!SPC MO C     -   0.99997160  x   1.00000233  =   0.99997393
 KD1207!UTM  15      -   0.99997160  x   0.99961235  =   0.99958396
 KD1207
 KD1207:                Primary Azimuth Mark                     Grid Az
 KD1207:SPC MO C     -  UTZ                                      045 44 19.5
 KD1207:UTM  15      -  UTZ                                      045 25 21.9
 KD1207
 KD1207|---------------------------------------------------------------------|
 KD1207| PID    Reference Object                     Distance      Geod. Az  |
 KD1207|                                                           dddmmss.s |
 KD1207| KD1216 UTZ                                 APPROX.12.9 KM 0451127.6 |
 KD1207| CL9834 MALTA RM 1                           24.240 METERS 15919     |
 KD1207| CL9835 MALTA RM 2                           38.999 METERS 23717     |
 KD1207| CL9833 MALTA AZ MK                                        2715410.8 |
 KD1207|---------------------------------------------------------------------|
 KD1207
 KD1207                          SUPERSEDED SURVEY CONTROL
 KD1207
 KD1207  NAD 83(1997)-  39 11 37.02049(N)    093 22 00.17619(W) AD(       ) 3
 KD1207  NAD 83(1986)-  39 11 37.02457(N)    093 22 00.17405(W) AD(       ) 3
 KD1207  NAD 27      -  39 11 36.94430(N)    093 21 59.41230(W) AD(       ) 3
 KD1207  NGVD 29 (07/19/86)  213.51   (m)          700.5    (f) LEVELING    3  
 KD1207
 KD1207.Superseded values are not recommended for survey control.
 KD1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1207.See file dsdata.txt to determine how the superseded data were derived.
 KD1207
 KD1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6833238327(NAD 83)
 KD1207_MARKER: DS = TRIANGULATION STATION DISK
 KD1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1207
 KD1207  HISTORY     - Date     Condition        Report By
 KD1207  HISTORY     - 1949     MONUMENTED       CGS
 KD1207  HISTORY     - 1963     GOOD             CGS
 KD1207  HISTORY     - 19891201 MARK NOT FOUND   LOCSUR
 KD1207
 KD1207                          STATION DESCRIPTION
 KD1207
 KD1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD1207'THE STATION IS LOCATED ABOUT 0.2 MILE WEST OF THE MAIN
 KD1207'INTERSECTION IN MALTA BEND ON LOT OWNED BY MR. MELVIN TRANTHAM.
 KD1207'IT IS 135 FEET WEST OF THE SOUTHWEST CORNER OF TRANTHAM SERVICE
 KD1207'STATION AND CAFE, 43 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 65
 KD1207'AND 20 FEET WEST OF 12 INCH ELM TREE.  IT IS STAMPED MALTA 1949
 KD1207'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KD1207'
 KD1207'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 40 FEET
 KD1207'SOUTH OF THE CENTER OF U.S. HIGHWAY 65 AND 2 FEET WEST OF POWER
 KD1207'LINE POLE.  IT IS STAMPED MALTA NO 1 1949 AND SET FLUSH WITH
 KD1207'THE SURFACE OF THE GROUND.
 KD1207'
 KD1207'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 40 FEET SOUTH
 KD1207'OF THE CENTER OF U.S. HIGHWAY 65, 6 FEET NORTH OF THE CENTER OF
 KD1207'WALK AND 2 FEET EAST OF POWER LINE POLE.  IT IS STAMPED MALTA
 KD1207'NO 2 1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KD1207'
 KD1207'THE AZIMUTH MARK IS WEST OF THE STATION, 26 FEET SOUTH OF
 KD1207'THE CENTER OF U.S. HIGHWAY 65, 2 FEET EAST OF WITNESS POST AND
 KD1207'1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED MALTA 1949
 KD1207'AND PROJECTS 4 INCHES.
 KD1207'
 KD1207'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 KD1207'HIGHWAY 65 FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 KD1207'
 KD1207'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MALTA BEND,
 KD1207'GO WEST ON U.S. HIGHWAY 65 FOR 0.2 MILE TO TRANTHAM SERVICE
 KD1207'STATION AND CAFE ON THE RIGHT AND STATION JUST WEST AS DESCRIBED.
 KD1207'
 KD1207'A 100 FOOT SIGNAL AT STATION UTZ 1928 IS VISIBLE AT 64 FEET.
 KD1207'
 KD1207'AN 87 FOOT SIGNAL AT STATION SHACKLE 1928 IS VISIBLE AT 77 FEET.
 KD1207'
 KD1207'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1207
 KD1207                          STATION RECOVERY (1963)
 KD1207
 KD1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KD1207'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1207'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS NOT
 KD1207'RECOVERED AND HAS PROBABLY BEEN DESTROYED.  THE RIGHT-OF-WAY
 KD1207'FOR U.S. HIGHWAY 24 HAS BEEN WIDENED AND THE AZIMUTH MARK WAS
 KD1207'PROBABLY DESTROYED AT THAT TIME.
 KD1207'
 KD1207'A LUMBER YARD BUILDING HAS BEEN BUILT JUST NORTH OF THE STATION
 KD1207'MARK AND THE STATION MARK WHICH IS FLUSH WITH THE SURFACE OF
 KD1207'THE GROUND IS 39 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 KD1207'LUMBER BUILDING, AND 25 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 KD1207'CORNER OF THE SAME LUMBER BUILDING.
 KD1207'
 KD1207'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 KD1207
 KD1207                          STATION RECOVERY (1989)
 KD1207
 KD1207'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JMT)
 KD1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1225 ***********************************************************************
 KD1225  DESIGNATION -  MANDEVILLE
 KD1225  PID         -  KD1225
 KD1225  STATE/COUNTY-  MO/CARROLL
 KD1225  USGS QUAD   -  BOGARD (1978)
 KD1225
 KD1225                         *CURRENT SURVEY CONTROL
 KD1225  ___________________________________________________________________
 KD1225* NAD 83(1997)-  39 29 47.96133(N)    093 37 22.25171(W)     ADJUSTED  
 KD1225* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 KD1225  ___________________________________________________________________
 KD1225  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 KD1225  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD1225
 KD1225  HORZ ORDER  -  SECOND
 KD1225
 KD1225.The horizontal coordinates were established by classical geodetic methods
 KD1225.and adjusted by the National Geodetic Survey in February 2000..
 KD1225
 KD1225.The orthometric height was scaled from a topographic map.
 KD1225
 KD1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1225
 KD1225.The geoid height was determined by GEOID03.
 KD1225
 KD1225;                    North         East     Units Scale Factor Converg.
 KD1225;SPC MO C     -   407,167.924   403,420.647   MT  1.00004814   -0 42 51.2
 KD1225;SPC MO W     -   369,952.335   925,446.615   MT  1.00001123   +0 33 28.5
 KD1225;UTM  15      - 4,372,078.527   446,445.399   MT  0.99963531   -0 23 46.2
 KD1225
 KD1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1225!SPC MO C     -   0.99995852  x   1.00004814  =   1.00000666
 KD1225!SPC MO W     -   0.99995852  x   1.00001123  =   0.99996975
 KD1225!UTM  15      -   0.99995852  x   0.99963531  =   0.99959384
 KD1225
 KD1225|---------------------------------------------------------------------|
 KD1225| PID    Reference Object                     Distance      Geod. Az  |
 KD1225|                                                           dddmmss.s |
 KD1225| CL9837 MANDEVILLE RM 1                      15.857 METERS 02320     |
 KD1225| KD1226 PTS 53 S                            125.379 METERS 08738     |
 KD1225| KD1218 CARROLLTON MUNICIPAL TANK           APPROX.18.9 KM 1450415.8 |
 KD1225| CL9838 MANDEVILLE RM 2                      19.200 METERS 23332     |
 KD1225| CL9839 MANDEVILLE RM 3                      16.935 METERS 23810     |
 KD1225| CL9836 MANDEVILLE AZ MK                                   2675213.4 |
 KD1225|---------------------------------------------------------------------|
 KD1225
 KD1225                          SUPERSEDED SURVEY CONTROL
 KD1225
 KD1225  NAD 83(1997)-  39 29 47.96354(N)    093 37 22.25549(W) AD(       ) 2
 KD1225  NAD 83(1986)-  39 29 47.96637(N)    093 37 22.25404(W) AD(       ) 2
 KD1225  NAD 27      -  39 29 47.90280(N)    093 37 21.47620(W) AD(       ) 2
 KD1225
 KD1225.Superseded values are not recommended for survey control.
 KD1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1225.See file dsdata.txt to determine how the superseded data were derived.
 KD1225
 KD1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD4644572079(NAD 83)
 KD1225_MARKER: DS = TRIANGULATION STATION DISK
 KD1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1225
 KD1225  HISTORY     - Date     Condition        Report By
 KD1225  HISTORY     - 1948     MONUMENTED       CGS
 KD1225  HISTORY     - 1964     GOOD             CGS
 KD1225  HISTORY     - 1966     GOOD             CGS
 KD1225
 KD1225                          STATION DESCRIPTION
 KD1225
 KD1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1225'STATION IS LOCATED AT THE WEST EDGE OF THE VILLAGE OF MANDEVILLE
 KD1225'ON LAND OWNED AND OCCUPIED BY MR. ROBERT GRAHAM.  IT IS 0.1
 KD1225'MILE WEST OF THE VILLAGE STORE AND AT THE FIRST HOUSE WEST
 KD1225'OF THE CHRISTIAN CHURCH.  THE MARK IS NEAR THE SOUTHEAST
 KD1225'CORNER OF THE LOT ON THE WEST SIDE OF THE HOUSE, 17 FEET WEST
 KD1225'OF THE YARD FENCE AND 37.5 FEET NORTH OF THE EAST-WEST
 KD1225'RIGHT-OF-WAY FENCE LINE.  IT IS STAMPED MANDEVILLE 1948 AND
 KD1225'IS FLUSH WITH THE GROUND.
 KD1225'
 KD1225'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE LOT, 1 FOOT
 KD1225'WEST OF THE YARD FENCE AND 85 FEET NORTH OF THE FENCE CORNER.
 KD1225'IT IS STAMPED MANDEVILLE NO 1 1948 AND IS FLUSH WITH THE GROUND.
 KD1225'
 KD1225'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF THE LOT, 1 FOOT
 KD1225'NORTH OF THE FENCE LINE AND 64.5 FEET WEST OF THE FENCE CORNER.
 KD1225'IT IS STAMPED MANDEVILLE NO 2 1948 AND IS FLUSH WITH THE GROUND.
 KD1225'
 KD1225'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 21 FEET SOUTH OF THE
 KD1225'CENTER OF COUNTY ROUTE A, 66 FEET EAST OF THE CENTER OF THE
 KD1225'DRIVEWAY LEADING SOUTH TO A FARM HOUSE, 1 FOOT NORTH OF THE FENCE
 KD1225'LINE AND 1 FOOT NORTHWEST OF A WITNESS POST.  IT IS STAMPED
 KD1225'MANDEVILLE 1948 AND PROJECTS 5 INCHES.
 KD1225'
 KD1225'A TRAVERSE CONNECTION WAS MADE TO THE U.S. GEOLOGICAL SURVEY
 KD1225'BENCH MARK STAMPED PRIM TRAV STA NO 53 1921S 974 MO.  THE MARK
 KD1225'IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 KD1225'SLAB AT THE SOUTH ENTRANCE TO THE CHRISTIAN CHURCH.
 KD1225'
 KD1225'TO REACH THE AZIMUTH MARK FROM THE STATION SITE, GO WEST ON
 KD1225'COUNTY ROUTE A FOR 0.55 MILE TO THE MARK ON THE LEFT.
 KD1225'
 KD1225'A 100 FOOT SIGNAL AT MILLVILLE IS VISIBLE FROM THE GROUND.
 KD1225'
 KD1225'A 100 FOOT SIGNAL AT BRAYMER IS VISIBLE AT 30 FEET.
 KD1225'
 KD1225'A 4 FOOT SIGNAL AT PLYMOUTH IS VISIBLE AT 40 FEET.
 KD1225'
 KD1225'AN 87 FOOT SIGNAL AT MOUND IS VISIBLE FROM THE GROUND.
 KD1225'
 KD1225'A 74 FOOT SIGNAL AT COLOMA IS VISIBLE AT 45 FEET.
 KD1225'
 KD1225'A 100 FOOT SIGNAL AT BOSWORTH 1928 IS VISIBLE AT 50 FEET.
 KD1225'
 KD1225'A 74 FOOT SIGNAL AT TINNEY IS VISIBLE AT 30 FEET.
 KD1225'
 KD1225'A 100 FOOT SIGNAL AT CARROLL IS VISIBLE AT 30 FEET.
 KD1225'
 KD1225'AN 87 FOOT SIGNAL AT NORBORNE IS VISIBLE FROM THE GROUND.
 KD1225'
 KD1225'A 74 FOOT SIGNAL AT STET IS VISIBLE FROM THE GROUND.
 KD1225'
 KD1225'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1225
 KD1225                          STATION RECOVERY (1964)
 KD1225
 KD1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1225'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1225'FOUND IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2 HAD BEEN
 KD1225'DESTROYED BY ROAD CONSTRUCTION.  A NEW REFERENCE MARK WILL BE
 KD1225'ESTABLISHED AT A LATER DATE.
 KD1225
 KD1225                          STATION RECOVERY (1966)
 KD1225
 KD1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1225'STATION MARK, REFERENCE MARK NO. 1, U.S.G.S. B.M. PRIM
 KD1225'TRAVERSE STATION NO. 53 1921 S 974 MO., AND THE AZIMUTH MARK
 KD1225'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 KD1225'NO. 2 WAS FOUND DESTROYED.
 KD1225'
 KD1225'REFERENCE MARK NO. 3 WAS SET.
 KD1225'
 KD1225'FOLLOWING IS A NEW DESCRIPTION.
 KD1225'
 KD1225'LOCATED AT THE WEST EDGE OF THE VILLAGE OF MANDEVILLE, ON LAND
 KD1225'OWNED AND OCCUPIED BY MR. ROBERT GRAHAM, 0.1 MILE WEST OF THE
 KD1225'VILLAGE STORE AND AT THE FIRST HOUSE WEST OF THE OLD ABANDONED
 KD1225'CHRISTIAN CHURCH.
 KD1225'
 KD1225'STATION MARK, A STANDARD DISK STAMPED MANDEVILLE 1948, IS SET IN
 KD1225'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KD1225'SURFACE OF THE GROUND.  IT IS 59 FEET NORTH OF THE CENTER OF
 KD1225'AN EAST-WEST ROAD, 27.5 FEET NORTH OF WEST GATE POST FOR A GATE,
 KD1225'17 FEET WEST OF A NORTH-SOUTH FENCE, AND 16.5 FEET WEST OF A
 KD1225'METAL WITNESS POST.
 KD1225'
 KD1225'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MANDEVILLE NO.
 KD1225'1 1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 KD1225'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 79.5 FEET NORTH
 KD1225'OF A FENCE CORNER AND 1 FOOT WEST OF A FENCE.
 KD1225'
 KD1225'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MANDEVILLE 1948
 KD1225'NO. 3 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 KD1225'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 63 FEET WEST OF A
 KD1225'FENCE CORNER, 31 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 KD1225'AND 1 FOOT NORTH OF A FENCE.
 KD1225'
 KD1225'AZIMUTH MARK, A STANDARD DISK STAMPED MANDEVILLE 1948, IS SET
 KD1225'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 KD1225'IS 66 FEET EAST OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO A
 KD1225'FARM HOUSE, 21 FEET SOUTH OF THE CENTER OF COUNTY ROAD A, 1 FOOT
 KD1225'NORTH OF A FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 KD1225'
 KD1225'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 KD1225'ROAD A FOR 0.55 MILE TO THE MARK ON THE LEFT.
 KD1225'
 KD1225'U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED PRIM TRAV STA NO 53
 KD1225'1921 S 974 MO., IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF
 KD1225'THE CONCRETE SLAB AT THE SOUTH ENTRANCE TO THE ABANDONED
 KD1225'CHRISTIAN CHURCH.  THE LINE OF SIGHT WAS OBSTRUCTED FROM THE
 KD1225'STATION.
 KD1225'
 KD1225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- WEST EDGE OF
 KD1225'MANDEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1151 ***********************************************************************
 HD1151  DESIGNATION -  MANS
 HD1151  PID         -  HD1151
 HD1151  STATE/COUNTY-  MO/WRIGHT
 HD1151  USGS QUAD   -  MANSFIELD (1985)
 HD1151
 HD1151                         *CURRENT SURVEY CONTROL
 HD1151  ___________________________________________________________________
 HD1151* NAD 83(1997)-  37 06 57.21976(N)    092 34 58.87915(W)     ADJUSTED  
 HD1151* NAVD 88     -       445.2    (meters)    1461.     (feet)  VERTCON   
 HD1151  ___________________________________________________________________
 HD1151  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 HD1151  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HD1151
 HD1151  HORZ ORDER  -  SECOND
 HD1151
 HD1151.The horizontal coordinates were established by classical geodetic methods
 HD1151.and adjusted by the National Geodetic Survey in February 2000..
 HD1151
 HD1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1151
 HD1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1151
 HD1151.The geoid height was determined by GEOID03.
 HD1151
 HD1151;                    North         East     Units Scale Factor Converg.
 HD1151;SPC MO C     -   142,316.762   492,621.796   MT  0.99993400   -0 03 00.4
 HD1151;UTM  15      - 4,107,810.379   537,044.768   MT  0.99961690   +0 15 05.8
 HD1151
 HD1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1151!SPC MO C     -   0.99993466  x   0.99993400  =   0.99986867
 HD1151!UTM  15      -   0.99993466  x   0.99961690  =   0.99955159
 HD1151
 HD1151:                Primary Azimuth Mark                     Grid Az
 HD1151:SPC MO C     -  R 29                                     041 18 49.8
 HD1151:UTM  15      -  R 29                                     041 00 43.6
 HD1151
 HD1151|---------------------------------------------------------------------|
 HD1151| PID    Reference Object                     Distance      Geod. Az  |
 HD1151|                                                           dddmmss.s |
 HD1151| HD0304 R 29                                APPROX. 1.3 KM 0411549.4 |
 HD1151| CN7355 MANS RM 1                             6.197 METERS 04849     |
 HD1151| HD1139 NORWOOD BLUE SLIP LOT               APPROX.10.8 KM 0944510.3 |
 HD1151| CN7356 MANS RM 2                            12.530 METERS 27743     |
 HD1151|---------------------------------------------------------------------|
 HD1151
 HD1151                          SUPERSEDED SURVEY CONTROL
 HD1151
 HD1151  NAD 83(1986)-  37 06 57.23024(N)    092 34 58.87784(W) AD(       ) 2
 HD1151  NAD 27      -  37 06 57.04395(N)    092 34 58.27342(W) AD(       ) 2
 HD1151  NGVD 29 (07/19/86)  445.0    (m)         1460.     (f) VERT ANG       
 HD1151
 HD1151.Superseded values are not recommended for survey control.
 HD1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1151.See file dsdata.txt to determine how the superseded data were derived.
 HD1151
 HD1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB3704507810(NAD 83)
 HD1151_MARKER: DS = TRIANGULATION STATION DISK
 HD1151_SETTING: 66 = SET IN ROCK OUTCROP
 HD1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1151+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 HD1151
 HD1151  HISTORY     - Date     Condition        Report By
 HD1151  HISTORY     - 1978     MONUMENTED       NGS
 HD1151  HISTORY     - 20040918 GOOD             GEOCAC
 HD1151
 HD1151                          STATION DESCRIPTION
 HD1151
 HD1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1151'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH-NORTHWEST OF THE
 HD1151'CENTER OF MANSFIELD IN SECTION 16, R 15 W, T 28 N AND ON
 HD1151'STATE HIGHWAY RIGHT-OF-WAY PROPERTY.
 HD1151'
 HD1151'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 HD1151'STATE HIGHWAY 5 OVERPASS AT THE NORTH EDGE OF MANSFIELD, GO
 HD1151'WEST ON HIGHWAY 60 FOR 0.45 MILE TO THE STATION ON THE LEFT
 HD1151'ON TOP OF A CUTBANK AS DESCRIBED.  (TO REACH BM R 29, WHICH
 HD1151'IS BEING USED AS THE AZIMUTH MARK FOR THIS STATION, FROM THE
 HD1151'THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 5 OVERPASS,
 HD1151'GO NORTH ON HIGHWAY 5 FOR 0.7 MILE TO A BRIDGE OVER WOLF CREEK
 HD1151'AND THE MARK SET IN THE TOP OF THE MOST NORTHERLY CONCRETE
 HD1151'POST OF THE GUARDRAIL OF THE BRIDGE ON THE WEST SIDE OF THE
 HD1151'HIGHWAY AND IN THE NORTHWEST 1/4 OF SECTION 15, R 15 W, T 28
 HD1151'W.)
 HD1151'
 HD1151'THE STATION MARK, A STANDARD DISK STAMPED---MANS 1977---, IS
 HD1151'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 HD1151'GROUND SURFACE AND ABOUT 25 FEET HIGHER THAN THE ROAD SURFACE
 HD1151'OF HIGHWAY 60.  IT IS 75 FEET NORTHEAST OF A METAL RIGHT-OF-WAY
 HD1151'MARKER, 27 FEET EAST OF A METAL WITNESS POST AND 19 FEET SOUTH
 HD1151'OF THE EDGE OF THE CUTBANK.  THERE IS NO METAL ROD EMBEDDED IN
 HD1151'THE GROUND BY THIS STATION.
 HD1151'
 HD1151'REFERENCE MARK 1, A STANDARD REFERENCE MARK DISK
 HD1151'STAMPED---MANS NO 1 1977---, IS CEMENTED IN A DRILL HOLE IN
 HD1151'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND SURFACE.  IT IS 94.8
 HD1151'FEET NORTHEAST OF THE METAL RIGHT-OF-WAY MARKER, 43.7 FEET
 HD1151'EAST-NORTHEAST OF A METAL WITNESS POST AND 6 FEET SOUTH OF THE
 HD1151'EDGE OF THE CUTBANK.  THE ARROW ON THIS DISK IS POINT ABOUT
 HD1151'DUE WEST INSTEAD OF POINTING AT THE STATION.
 HD1151'
 HD1151'REFERENCE MARK 2, A STANDARD REFERENCE MARK DISK
 HD1151'STAMPED---MANS NO 2 1977---, IS CEMENTED IN A DRILL HOLE IN
 HD1151'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND SURFACE. IT IS 47.5
 HD1151'FEET NORTH-NORTHEAST OF THE METAL RIGHT-OF-WAY MARKER, 29.5
 HD1151'FEET EAST-NORTHEAST OF A METAL WITNESS POST, 22 FEET SOUTH OF
 HD1151'THE EDGE OF THE CUTBANK AND 14.1 FEET EAST-NORTHEAST OF A
 HD1151'METAL WITNESS POST.
 HD1151'
 HD1151'BM R 29, A STANDARD BENCH MARK DISK
 HD1151'STAMPED---R 29 1934---, IS CEMENTED IN A DRILL HOLE IN THE
 HD1151'NORTHWEST CORNER POST OF BRIDGE NUMBER J 756 OVER WOLF
 HD1151'CREEK, AND ABOUT 3 FEET HIGHER THAN THE SURFACE OF HIGHWAY 5.
 HD1151'IT IS 15 FEET WEST OF THE CENTER OF STATE HIGHWAY 5 AND 1.2
 HD1151'FEET SOUTH OF THE NORTH END OF THE BRIDGE.
 HD1151'
 HD1151'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
 HD1151
 HD1151                          STATION RECOVERY (2004)
 HD1151
 HD1151'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 HD1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1150 ***********************************************************************
 HD1150  DESIGNATION -  MANSFIELD ATT MICROWAVE
 HD1150  PID         -  HD1150
 HD1150  STATE/COUNTY-  MO/WRIGHT
 HD1150  USGS QUAD   -  MANSFIELD (1985)
 HD1150
 HD1150                         *CURRENT SURVEY CONTROL
 HD1150  ___________________________________________________________________
 HD1150* NAD 83(1997)-  37 05 18.51390(N)    092 30 44.46120(W)     ADJUSTED  
 HD1150* NAVD 88     -                                                        
 HD1150  ___________________________________________________________________
 HD1150  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 HD1150  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HD1150
 HD1150  HORZ ORDER  -  THIRD
 HD1150
 HD1150.The horizontal coordinates were established by classical geodetic methods
 HD1150.and adjusted by the National Geodetic Survey in February 2000..
 HD1150
 HD1150
 HD1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1150
 HD1150.The geoid height was determined by GEOID03.
 HD1150
 HD1150;                    North         East     Units Scale Factor Converg.
 HD1150;SPC MO C     -   139,270.940   498,902.024   MT  0.99993335   -0 00 26.8
 HD1150;UTM  15      - 4,104,798.605   543,338.969   MT  0.99962314   +0 17 38.7
 HD1150
 HD1150                          SUPERSEDED SURVEY CONTROL
 HD1150
 HD1150  NAD 83(1986)-  37 05 18.52478(N)    092 30 44.45991(W) AD(       ) 4
 HD1150  NAD 27      -  37 05 18.34029(N)    092 30 43.86761(W) AD(       ) 3
 HD1150
 HD1150.Superseded values are not recommended for survey control.
 HD1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1150.See file dsdata.txt to determine how the superseded data were derived.
 HD1150
 HD1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB4333904799(NAD 83)
 HD1150_MARKER: 45 = MICROWAVE TOWER
 HD1150
 HD1150  HISTORY     - Date     Condition        Report By
 HD1150  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1150
 HD1150                          STATION DESCRIPTION
 HD1150
 HD1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1150'THE STATION IS THE RED LIGHT ATOP THE AMERICIAN TELEPHONE AND
 HD1150'TELEGRAPH COMPANY MICROWAVE TOWER.  IT IS ABOUT 85 FEET HIGH
 HD1150'WITH 4 LEGS AND HAS 4 SHIELDS AT THE TOP.
 HD1150'
 HD1150'LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF MANSFIELD, 5-1/2 MILES
 HD1150'SOUTHWEST OF NORWOOD AND 11-1/2 MILES SOUTH OF HARTVILLE.
 HD1150'
 HD1150'TO REACH FROM THE JUNCTION OF U.S. BUSINESS HIGHWAY 60 AND
 HD1150'STATE HIGHWAY 5 IN MANSFIELD, GO EAST ON BUSINESS HIGHWAY 60
 HD1150'FOR 3.3 MILES TO A SIDEROAD RIGHT, (THIS IS JUST BEFORE REACHING
 HD1150'U.S. HIGHWAY 60 BY-PASS).  TURN RIGHT AND GO SOUTH FOR 0.45
 HD1150'MILE TO THE END OF THE PAVEMENT.  CONTINUE AHEAD FOR 0.8 MILE
 HD1150'TO THE TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0807 ***********************************************************************
 GE0807  DESIGNATION -  MANY
 GE0807  PID         -  GE0807
 GE0807  STATE/COUNTY-  MO/OREGON
 GE0807  USGS QUAD   -  RIVERTON (1965)
 GE0807
 GE0807                         *CURRENT SURVEY CONTROL
 GE0807  ___________________________________________________________________
 GE0807* NAD 83(1997)-  36 38 34.97310(N)    091 14 14.55197(W)     ADJUSTED  
 GE0807* NAVD 88     -       225.16   (+/-2cm)     738.7    (feet)  VERTCON   
 GE0807  ___________________________________________________________________
 GE0807  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 GE0807  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GE0807
 GE0807  HORZ ORDER  -  THIRD
 GE0807  VERT ORDER  -  THIRD ? (See Below)
 GE0807
 GE0807.The horizontal coordinates were established by classical geodetic methods
 GE0807.and adjusted by the National Geodetic Survey in February 2000..
 GE0807
 GE0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0807.The vertical order pertains to the NGVD 29 superseded value.
 GE0807
 GE0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0807
 GE0807.The geoid height was determined by GEOID03.
 GE0807
 GE0807;                    North         East     Units Scale Factor Converg.
 GE0807;SPC MO E     -    90,095.971   184,063.303   MT  0.99998688   -0 26 24.4
 GE0807;UTM  15      - 4,056,722.515   657,568.663   MT  0.99990589   +1 03 07.9
 GE0807
 GE0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0807!SPC MO E     -   0.99996923  x   0.99998688  =   0.99995611
 GE0807!UTM  15      -   0.99996923  x   0.99990589  =   0.99987512
 GE0807
 GE0807|---------------------------------------------------------------------|
 GE0807| PID    Reference Object                     Distance      Geod. Az  |
 GE0807|                                                           dddmmss.s |
 GE0807| CI2433 MANY RM 1                            12.780 METERS 09933     |
 GE0807| CI2432 MANY AZ MK                                         2960508.6 |
 GE0807| GE0426 TTS 90 B                             37.963 METERS 31247     |
 GE0807| CI2434 MANY RM 2                            20.812 METERS 34955     |
 GE0807|---------------------------------------------------------------------|
 GE0807
 GE0807                          SUPERSEDED SURVEY CONTROL
 GE0807
 GE0807  NAD 83(1997)-  36 38 34.97614(N)    091 14 14.54901(W) AD(       ) 3
 GE0807  NAD 83(1986)-  36 38 34.98139(N)    091 14 14.54996(W) AD(       ) 3
 GE0807  NAD 27      -  36 38 34.76630(N)    091 14 14.07210(W) AD(       ) 3
 GE0807  NGVD 29 (07/19/86)  225.05   (m)          738.4    (f) LEVELING    3  
 GE0807
 GE0807.Superseded values are not recommended for survey control.
 GE0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0807.See file dsdata.txt to determine how the superseded data were derived.
 GE0807
 GE0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5756956723(NAD 83)
 GE0807_MARKER: DS = TRIANGULATION STATION DISK
 GE0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0807
 GE0807  HISTORY     - Date     Condition        Report By
 GE0807  HISTORY     - 1956     MONUMENTED       CGS
 GE0807
 GE0807                          STATION DESCRIPTION
 GE0807
 GE0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (OSR)
 GE0807'STATION IS ABOUT 9-1/2 MILES EAST-SOUTHEAST OF ALTON, ON THE
 GE0807'RIGHT-OF-WAY OF U.S. HIGHWAY 160 AND IN THE NORTHEAST 1/4
 GE0807'OF SECTION 24, T 23 N, R 3 W.
 GE0807'
 GE0807'REACHED FROM THE COURTHOUSE IN ALTON, GO EASTERLY ON HIGHWAY
 GE0807'160 FOR 8.55 MILES TO A STORE AND SERVICE STATION ON THE LEFT
 GE0807'CONTINUE EASTERLY ON THE HIGHWAY FOR 2.3
 GE0807'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHERLY ON
 GE0807'THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 GE0807'
 GE0807'STATION MARKS ARE STANDARD DISKS, STAMPED MANY 1956.  THE
 GE0807'SURFACE MARK IS SET IN THE TOP OF A 12 INCH, ROUND, CONCRETE
 GE0807'POST PROJECTING 4 INCHES.  IT IS 73 FEET SOUTHEAST OF THE
 GE0807'CENTER OF A CROSSROADS FORMED BY THE HIGHWAY AND A NORTH-SOUTH
 GE0807'GRAVELED ROAD AND 31 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 GE0807'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 GE0807'36 INCHES BELOW THE GROUND SURFACE.  NO WITNESS POST WAS
 GE0807'SET AT THE STATION.
 GE0807'
 GE0807'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MANY NO 1
 GE0807'1956, SET IN A 12 INCH, ROUND, CONCRETE POST PROJECTING 2 INCHES.
 GE0807'IT IS 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1
 GE0807'FOOT NORTH OF A FENCE.
 GE0807'
 GE0807'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MANY NO
 GE0807'2 1956, SET 12 INCH, ROUND, CONCRETE POST PROJECTING 2 INCHES.
 GE0807'IT IS 50 FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED
 GE0807'ROAD AND 33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GE0807'
 GE0807'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MANY 1956, SET
 GE0807'IN A 12 INCH, ROUND, CONCRETE POST PROJECTING 4 INCHES.  IT
 GE0807'IS 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET
 GE0807'NORTH OF A POWERLINE POLE AND 1 FOOT SOUTH OF A FENCE.  A
 GE0807'4 IN X 4 IN WHITE WITNESS POST WAS SET 11 FEET WEST OF THE
 GE0807'MARK.
 GE0807'
 GE0807'T T 90 B IS A STANDARD DISK OF THE UNITED STATES GEOLOGICAL
 GE0807'SURVEY, STAMPED TT 90 B 737, 1932, SET IN THE TOP OF A 6 IN
 GE0807'X 6 IN SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 55
 GE0807'FEET NORTHWEST OF THE CENTER OF THE CROSSROADS, 14.5 FEET
 GE0807'WEST OF A POWERLINE POLE AND 11 FEET WEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0926 ***********************************************************************
 HE0926  DESIGNATION -  MAPLE
 HE0926  PID         -  HE0926
 HE0926  STATE/COUNTY-  MO/JASPER
 HE0926  USGS QUAD   -  MAPLE GROVE (1962)
 HE0926
 HE0926                         *CURRENT SURVEY CONTROL
 HE0926  ___________________________________________________________________
 HE0926* NAD 83(1997)-  37 15 39.28973(N)    094 08 04.38316(W)     ADJUSTED  
 HE0926* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 HE0926  ___________________________________________________________________
 HE0926  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 HE0926  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HE0926
 HE0926  HORZ ORDER  -  THIRD
 HE0926
 HE0926.The horizontal coordinates were established by classical geodetic methods
 HE0926.and adjusted by the National Geodetic Survey in February 2000..
 HE0926
 HE0926.The orthometric height was scaled from a topographic map.
 HE0926
 HE0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0926
 HE0926.The geoid height was determined by GEOID03.
 HE0926
 HE0926;                    North         East     Units Scale Factor Converg.
 HE0926;SPC MO W     -   121,486.566   882,415.904   MT  0.99995412   +0 13 16.5
 HE0926;UTM  15      - 4,124,420.131   399,396.325   MT  0.99972467   -0 41 13.1
 HE0926
 HE0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0926!SPC MO W     -   0.99995212  x   0.99995412  =   0.99990625
 HE0926!UTM  15      -   0.99995212  x   0.99972467  =   0.99967681
 HE0926
 HE0926:                Primary Azimuth Mark                     Grid Az
 HE0926:SPC MO W     -  MAPLE AZ MK                              106 39 21.5
 HE0926:UTM  15      -  MAPLE AZ MK                              107 33 51.1
 HE0926
 HE0926|---------------------------------------------------------------------|
 HE0926| PID    Reference Object                     Distance      Geod. Az  |
 HE0926|                                                           dddmmss.s |
 HE0926| CN7357 MAPLE AZ MK                                        1065238.0 |
 HE0926| CN7358 MAPLE RM 1                           16.669 METERS 27946     |
 HE0926| CN7359 MAPLE RM 2                           14.774 METERS 34557     |
 HE0926| HE0924 GOLDEN CITY ATT MICROWAVE TWR       APPROX.11.9 KM 3473147.9 |
 HE0926|---------------------------------------------------------------------|
 HE0926
 HE0926                          SUPERSEDED SURVEY CONTROL
 HE0926
 HE0926  NAD 83(1997)-  37 15 39.29032(N)    094 08 04.38315(W) AD(       ) 3
 HE0926  NAD 83(1997)-  37 15 39.30008(N)    094 08 04.38596(W) AD(       ) 3
 HE0926  NAD 83(1986)-  37 15 39.30236(N)    094 08 04.38134(W) AD(       ) 3
 HE0926  NAD 27      -  37 15 39.11060(N)    094 08 03.60540(W) AD(       ) 3
 HE0926
 HE0926.Superseded values are not recommended for survey control.
 HE0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0926.See file dsdata.txt to determine how the superseded data were derived.
 HE0926
 HE0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB9939624420(NAD 83)
 HE0926_MARKER: DS = TRIANGULATION STATION DISK
 HE0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0926+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 HE0926
 HE0926  HISTORY     - Date     Condition        Report By
 HE0926  HISTORY     - 1960     MONUMENTED       CGS
 HE0926  HISTORY     - 20060614 GOOD             MODNR
 HE0926
 HE0926                          STATION DESCRIPTION
 HE0926
 HE0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0926'THE STATION IS APPROXIMATELY 1/2 MILE NORTHWEST OF THE SMALL
 HE0926'VILLAGE OF MAPLE GROVE, 4-1/2 MILES NORTH OF AVILLA, 1/2 MILE
 HE0926'WEST OF STATE HIGHWAY 37, IN THE SOUTH HALF OF SECTION 6,
 HE0926'T 29 N, R 29 W, AND ON PROPERTY OWNED BY MR. WALTER NEWMAN.
 HE0926'
 HE0926'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 HE0926'STATE HIGHWAY 37 IN AVILLA, GO NORTH ON HIGHWAY 37 FOR 3.85 MILE
 HE0926'TO THE INTERSECTION OF COUNTY ROUTE EE IN THE SMALL VILLAGE OF
 HE0926'MAPLE GROVE.  CONTINUE NORTH ON HIGHWAY 37 FOR 0.3 MILE TO THE
 HE0926'AZIMUTH MARK ON THE RIGHT NEAR A POWER POLE.  CONTINUE NORTH ON
 HE0926'HIGHWAY 37 FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 HE0926'AND GO WEST ON THE GRAVEL ROAD FOR 0.5 MILE TO THE STATION ON
 HE0926'THE LEFT, 152.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 HE0926'HOUSE.
 HE0926'
 HE0926'STATION MARKS ARE STANDARD DISKS STAMPED MAPLE 1960.  THE
 HE0926'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HE0926'SURFACE OF THE GROUND.  IT IS 65 FEET EAST OF A 36-INCH TREE,
 HE0926'29 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 4.8 FEET SOUTH
 HE0926'OF A METAL WITNESS POST AND IN THE NORTHEAST CORNER OF A SMALL
 HE0926'GARDEN.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HE0926'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 HE0926'
 HE0926'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MAPLE NO 1 1960,
 HE0926'IS SET IN A SQUARE CONCRETE POST FLUSH WITH SURFACE OF THE GROUND.
 HE0926'IT IS 21 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 11 FEET EAST
 HE0926'OF THE 36-INCH TREE AND ON THE NORTH SIDE OF THE SMALL GARDEN.
 HE0926'
 HE0926'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MAPLE NO 2 1960, IS
 HE0926'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HE0926'GROUND.  IT IS 18 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD,
 HE0926'15.5 FEET WEST OF A 36-INCH TREE WHICH IS IN THE SOUTHEAST CORNER
 HE0926'OF A FENCE AND 1 FOOT SOUTH OF THE EAST-WEST FENCE.
 HE0926'
 HE0926'AZIMUTH MARK, A STANDARD DISK STAMPED MAPLE 1960, IS SET IN A
 HE0926'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 29.5 FEET
 HE0926'EAST OF THE CENTER OF HIGHWAY 37, 2.9 FEET SOUTH OF A METAL
 HE0926'WITNESS POST, 2 FEET SOUTHWEST OF A POWER POLE AND 1 FOOT
 HE0926'WEST OF A NORTH-SOUTH FENCE.
 HE0926'
 HE0926'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HE0926
 HE0926                          STATION RECOVERY (2006)
 HE0926
 HE0926'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE0926'STATION AND RM 2 WERE RECOVERED IN GOOD SHAPE. RM 1 WAS NOT FOUND. THE
 HE0926'AZIMUTH MARK IS DESTROYED AND LYING ON ITS SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0885 ***********************************************************************
 HC0885  DESIGNATION -  MAPLES
 HC0885  PID         -  HC0885
 HC0885  STATE/COUNTY-  MO/TEXAS
 HC0885  USGS QUAD   -  MAPLES (1981)
 HC0885
 HC0885                         *CURRENT SURVEY CONTROL
 HC0885  ___________________________________________________________________
 HC0885* NAD 83(1997)-  37 33 50.41977(N)    091 47 39.62544(W)     ADJUSTED  
 HC0885* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 HC0885  ___________________________________________________________________
 HC0885  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 HC0885  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HC0885
 HC0885  HORZ ORDER  -  FIRST
 HC0885
 HC0885.The horizontal coordinates were established by classical geodetic methods
 HC0885.and adjusted by the National Geodetic Survey in February 2000..
 HC0885
 HC0885.The orthometric height was scaled from a topographic map.
 HC0885
 HC0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0885
 HC0885.The geoid height was determined by GEOID03.
 HC0885
 HC0885;                    North         East     Units Scale Factor Converg.
 HC0885;SPC MO C     -   192,277.447   562,341.216   MT  0.99998119   +0 25 48.8
 HC0885;SPC MO E     -   192,830.899   135,650.242   MT  1.00009434   -0 47 21.0
 HC0885;UTM  15      - 4,158,125.369   606,479.349   MT  0.99973965   +0 44 06.3
 HC0885
 HC0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0885!SPC MO C     -   0.99993741  x   0.99998119  =   0.99991860
 HC0885!SPC MO E     -   0.99993741  x   1.00009434  =   1.00003174
 HC0885!UTM  15      -   0.99993741  x   0.99973965  =   0.99967707
 HC0885
 HC0885:                Primary Azimuth Mark                     Grid Az
 HC0885:SPC MO C     -  TT 346 CWA                               036 41 26.9
 HC0885:SPC MO E     -  TT 346 CWA                               037 54 36.7
 HC0885:UTM  15      -  TT 346 CWA                               036 23 09.4
 HC0885
 HC0885|---------------------------------------------------------------------|
 HC0885| PID    Reference Object                     Distance      Geod. Az  |
 HC0885|                                                           dddmmss.s |
 HC0885| HC0883 TT 346 CWA                          458.809 METERS 0370715.7 |
 HC0885| HC0843 LICKING MUNICIPAL TANK              APPROX. 9.9 KM 2134211.7 |
 HC0885| HC0846 LICKING HIGH SCHOOL CUPOLA          APPROX. 9.8 KM 2140051.5 |
 HC0885| CN7360 MAPLES AZ MK                                       2254729.6 |
 HC0885| HC0886 MAPLES AZ MK RESET                  442.162 METERS 2254730.3 |
 HC0885| CN7361 MAPLES RM 1                          32.808 METERS 24855     |
 HC0885| CN7362 MAPLES RM 1 RESET                    70.512 METERS 24855     |
 HC0885| HC0887 TEXAS LOOKOUT TOWER                 APPROX.15.8 KM 2830629.5 |
 HC0885| CN7364 MAPLES RM 2 RESET                    39.273 METERS 34248     |
 HC0885| CN7363 MAPLES RM 2                          26.355 METERS 34249     |
 HC0885|---------------------------------------------------------------------|
 HC0885
 HC0885                          SUPERSEDED SURVEY CONTROL
 HC0885
 HC0885  NAD 83(1986)-  37 33 50.43230(N)    091 47 39.62329(W) AD(       ) 1
 HC0885  NAD 27      -  37 33 50.28100(N)    091 47 39.07300(W) AD(       ) 1
 HC0885
 HC0885.Superseded values are not recommended for survey control.
 HC0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0885.See file dsdata.txt to determine how the superseded data were derived.
 HC0885
 HC0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0647958125(NAD 83)
 HC0885_MARKER: DD = SURVEY DISK
 HC0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0885
 HC0885  HISTORY     - Date     Condition        Report By
 HC0885  HISTORY     - 1939     MONUMENTED       CGS
 HC0885  HISTORY     - 1946     GOOD             MOHC
 HC0885  HISTORY     - 1947     GOOD             CGS
 HC0885  HISTORY     - 1959     GOOD             CGS
 HC0885
 HC0885                          STATION DESCRIPTION
 HC0885
 HC0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0885'THE STATION IS LOCATED ON THE EAST SIDE OF THE LICKING-MAPLES
 HC0885'GRADED ROAD, IN THE N.E. 1/4 OF SECTION 15, R 8 W, T 33 N,
 HC0885'APPROXIMATELY 6 MILES NORTHEAST OF LICKING, 1-1/2 MILES SOUTHWEST
 HC0885'OF MAPLES, 1/2 MILE SOUTHWEST OF THE OLD CONCORD CHURCH AND
 HC0885'CEMETERY, 64 FEET NORTH OF THE NORTH SIDE OF A SMALL HOUSE, 45
 HC0885'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 22 FEET EAST OF AN
 HC0885'18-INCH LONE OAK TREE.  THE MARK PROJECTS 3
 HC0885'INCHES ABOVE THE GROUND AND IS STAMPED MAPLES 1938.
 HC0885'
 HC0885'TO REACH THE STATION FROM THE POST OFFICE IN MAPLES, DRIVE
 HC0885'SOUTH ON THE LICKING-MAPLES ROAD FOR 1.5 MILES TO THE STATION ON
 HC0885'THE LEFT (EAST) SIDE OF THE ROAD.
 HC0885'
 HC0885'REFERENCE MARK NO. 1 IS 32.808 METERS, 107.63 FEET, SOUTHWEST OF
 HC0885'THE STATION, 21 FEET WEST OF THE CENTERLINE OF THE ROAD, DIRECTLY
 HC0885'WEST OF THE SMALL HOUSE, AND UNDER A 2-WIRE TELEPHONE LINE.  THE
 HC0885'MARK PROJECTS 3 INCHES ABOVE THE GROUND AND IS STAMPED
 HC0885'MAPLES NO 1 1938.
 HC0885'
 HC0885'REFERENCE MARK NO. 2 IS 26.355 METERS, 86.47 FEET, NORTHWEST OF
 HC0885'THE STATION, 22 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 HC0885'UNDER A 2-WIRE TELEPHONE LINE.  THE MARK PROJECTS 3
 HC0885'INCHES ABOVE THE GROUND AND IS STAMPED MAPLES NO 2 1938.
 HC0885'
 HC0885'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTHWEST OF THE STATION,
 HC0885'25 FEET EAST OF THE CENTERLINE OF THE ROAD.  THE MARK
 HC0885'PROJECTS 3 INCHES ABOVE THE GROUND AND IS STAMPED MAPLES 1938.
 HC0885'TO REACH THE MARK FROM THE STATION, DRIVE SOUTHWEST FOR 0.25 MILE
 HC0885'TO THE MARK ON THE LEFT (EAST) SIDE OF THE ROAD.
 HC0885'
 HC0885'ALL MARKS ARE WITNESSED BY 4 X 4 IN WHITE POSTS WHICH PROJECT
 HC0885'2-1/2 FEET ABOVE THE GROUND.
 HC0885'
 HC0885'A 50-FOOT TOWER WILL CLEAR ALL LINES.
 HC0885'
 HC0885'B.M. TT 346 1934 C.W.A. (U.S.G.S.).  THE POINT OBSERVED UPON WAS
 HC0885'THE CROSS IN THE CENTER OF A STANDARD U.S. GEOLOGICAL SURVEY DISK
 HC0885'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST WHICH PROJECTS 8
 HC0885'INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.2 MILES SOUTH OF
 HC0885'THE MAPLES POSTOFFICE, APPROXIMATELY 0.35 MILE NORTH OF
 HC0885'TRIANGULATION STATION MAPLES, AND 17 FEET EAST OF THE CENTERLINE
 HC0885'OF A NORTH-AND-SOUTH ROAD.  THE MARK IS STAMPED TT 346 C.W.A.
 HC0885'1934 ELEV. 1378.  A TRAVERSE CONNECTION WAS MADE TO
 HC0885'TRIANGULATION STATION MAPLES, THE COMPUTED DISTANCE IS 458.838
 HC0885'METERS.
 HC0885'
 HC0885'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HC0885
 HC0885                          STATION RECOVERY (1946)
 HC0885
 HC0885'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1946
 HC0885'LETTERS FROM MR. H.M. WERBITZKY, DIVISION ENGINEER, MISSOURI
 HC0885'STATE HIGHWAY DEPT., WILLOW SPRINGS, MO., DTD JAN. 17/46 AND
 HC0885'FEB 14/46- THE TWO REFERENCE MARKS AND AZIMUTH MARK WERE MOVED
 HC0885'DUE TO THEIR FALLING WITHIN THE LIMITS OF ROADWAY CONSTRUCTION.
 HC0885'
 HC0885'THE AZIMUTH AND REFERENCE MARKS WERE RESET BY FORESIGHT FROM
 HC0885'THE STATION OVER REPSECTIVE MARKS AND ADDITIONAL DISTANCES RECORDED,
 HC0885'THEREFORE NO NEW ANGLES WERE TURNED.
 HC0885'
 HC0885'THE AZIMUTH MARK WAS MOVED NW 181.45 FEET FROM OLD LOCATION.
 HC0885'
 HC0885'REFERENCE MARK NO. 1 WAS MOVED WSW 123.60 FEET FROM OLD LOCATION.
 HC0885'
 HC0885'REFERENCE MARK NO. 2 WAS MOVED NNW 42.40 FEET FROM OLD LOCATION.
 HC0885'
 HC0885'DISKS WERE SET IN 8 X 8 IN CONCRETE POSTS APPROXIMATELY 3 IN
 HC0885'ABOVE GROUND.  ALL 4 X 4 IN WHITE MARKERS WERE MOVED TO NEW
 HC0885'LOCATIONS.
 HC0885'
 HC0885'THE OLD DISKS WERE RETURNED TO THIS OFFICE 2/12/46.
 HC0885
 HC0885                          STATION RECOVERY (1947)
 HC0885
 HC0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HC0885'THE STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 HC0885'AZIMUTH AND REFERENCE MARKS WERE RESET IN 1946 TO AVOID LOSS BY
 HC0885'NEW ROAD CONSTRUCTION.
 HC0885'
 HC0885'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE DESCRIBED.
 HC0885'
 HC0885'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF LICKING, 1.5
 HC0885'MILES SOUTHWEST OF MAPLES, 0.5 MILE SOUTH-SOUTHWEST OF THE
 HC0885'CONCORD CHURCH AND CEMETERY, ALONG THE EAST SIDE OF COUNTY
 HC0885'ROUTE C, IN THE NE 1/4 OF SEC. 15, T. 33 N., R. 8 W.
 HC0885'
 HC0885'IT IS 71 FEET EAST OF THE CENTERLINE OF THE ROAD, 64 FEET NORTH
 HC0885'OF THE NORTHWEST CORNER OF HOUSE, 22 FEET EAST OF AN 18 INCH OAK
 HC0885'TREE AND 2 FEET SOUTH OF PASTURE FENCE.  THE MARK PROJECTS
 HC0885'2 INCHES AND THE DISK IS STAMPED MAPLES 1938.
 HC0885'
 HC0885'REFERENCE MARK NO. 1 IS 231.34 FEET WEST OF THE STATION, 39 FEET
 HC0885'WEST OF THE CENTERLINE OF ROAD AND 2.5 FEET EAST OF A WITNESS
 HC0885'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MAPLES
 HC0885'NO 1 RESET 1946.
 HC0885'
 HC0885'REFERENCE MARK NO. 2 IS 128.85 FEET NORTHWEST OF THE STATION,
 HC0885'40 FEET WEST OF THE CENTERLINE OF THE ROAD AND 2.5 FEET EAST OF
 HC0885'A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 HC0885'STAMPED MAPLES NO 2 RESET 1946.
 HC0885'
 HC0885'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION, 38
 HC0885'FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 HC0885'WITNESS POST AND 2 FEET WEST OF THE FENCE.  THE MARK PROJECTS 4
 HC0885'INCHES AND THE DISK IS STAMPED MAPLES RESET 1946.
 HC0885'
 HC0885'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND STATE
 HC0885'HIGHWAY 32 IN THE NORTH EDGE OF LICKING, GO EAST ON STATE HIGHWAY
 HC0885'32 0.45 MILE TO COUNTY ROUTE C, TURN LEFT ON COUNTY ROUTE C FOR
 HC0885'5.8 MILES TO STATION ON THE RIGHT AT SMALL HOUSE.
 HC0885'
 HC0885'USGS BM TT 346, 1934 IS ABOUT 0.3 MILE NORTH OF STATION, 56
 HC0885'FEET NORTHEAST OF THE INTERSECTION OF A DIM T ROAD EAST AND
 HC0885'COUNTY ROUTE C AND 44 FEET EAST OF THE CENTERLINE OF COUNTY ROUTE
 HC0885'C.  THE MARK IS SET IN AN 8 INCH SQUARE CONCRETE POST WHICH
 HC0885'PROJECTS 8 INCHES AND THE DISK IS STAMPED TT 346 1934 CWA ELEV
 HC0885'1378.
 HC0885'
 HC0885'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 HC0885
 HC0885                          STATION RECOVERY (1959)
 HC0885
 HC0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 HC0885'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 HC0885'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0886 ***********************************************************************
 HC0886  DESIGNATION -  MAPLES AZ MK RESET
 HC0886  PID         -  HC0886
 HC0886  STATE/COUNTY-  MO/TEXAS
 HC0886  USGS QUAD   -  MAPLES (1981)
 HC0886
 HC0886                         *CURRENT SURVEY CONTROL
 HC0886  ___________________________________________________________________
 HC0886* NAD 83(1997)-  37 33 40.41941(N)    091 47 52.53960(W)     ADJUSTED  
 HC0886* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 HC0886  ___________________________________________________________________
 HC0886  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 HC0886  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HC0886
 HC0886  HORZ ORDER  -  SECOND
 HC0886
 HC0886.The horizontal coordinates were established by classical geodetic methods
 HC0886.and adjusted by the National Geodetic Survey in February 2000..
 HC0886
 HC0886.The orthometric height was scaled from a topographic map.
 HC0886
 HC0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0886
 HC0886.The geoid height was determined by GEOID03.
 HC0886
 HC0886;                    North         East     Units Scale Factor Converg.
 HC0886;SPC MO C     -   191,966.776   562,026.599   MT  0.99998071   +0 25 40.8
 HC0886;SPC MO E     -   192,526.959   135,329.049   MT  1.00009525   -0 47 28.7
 HC0886;UTM  15      - 4,157,813.104   606,166.465   MT  0.99973883   +0 43 58.3
 HC0886
 HC0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0886!SPC MO C     -   0.99993709  x   0.99998071  =   0.99991780
 HC0886!SPC MO E     -   0.99993709  x   1.00009525  =   1.00003234
 HC0886!UTM  15      -   0.99993709  x   0.99973883  =   0.99967594
 HC0886
 HC0886                          SUPERSEDED SURVEY CONTROL
 HC0886
 HC0886  NAD 83(1986)-  37 33 40.43199(N)    091 47 52.53739(W) AD(       ) 2
 HC0886  NAD 27      -  37 33 40.28000(N)    091 47 51.98800(W) AD(       ) 2
 HC0886
 HC0886.Superseded values are not recommended for survey control.
 HC0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0886.See file dsdata.txt to determine how the superseded data were derived.
 HC0886
 HC0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB0616657813(NAD 83)
 HC0886_MARKER: DD = SURVEY DISK
 HC0886_SETTING: 0 = UNSPECIFIED SETTING
 HC0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HC0886
 HC0886  HISTORY     - Date     Condition        Report By
 HC0886  HISTORY     - 1947     MONUMENTED       CGS
 HC0886
 HC0886                          STATION DESCRIPTION
 HC0886
 HC0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 HC0886'LETTERS FROM MR. H.M. WERBITZKY, DIVISION ENGINEER, MISSOURI
 HC0886'STATE HIGHWAY DEPT., WILLOW SPRINGS, MO., DTD JAN. 17/46 AND
 HC0886'FEB 14/46- THE TWO REFERENCE MARKS AND AZIMUTH MARK WERE MOVED
 HC0886'DUE TO THEIR FALLING WITHIN THE LIMITS OF ROADWAY CONSTRUCTION.
 HC0886'
 HC0886'THE AZIMUTH AND REFERENCE MARKS WERE RESET BY FORESIGHT FROM
 HC0886'THE STATION OVER REPSECTIVE MARKS AND ADDITIONAL DISTANCES RECORDED,
 HC0886'THEREFORE NO NEW ANGLES WERE TURNED.
 HC0886'
 HC0886'THE AZIMUTH MARK WAS MOVED NW 181.45 FEET FROM OLD LOCATION.
 HC0886'
 HC0886'DISKS WERE SET IN 8 X 8 IN CONCRETE POSTS APPROXIMATELY 3 IN
 HC0886'ABOVE GROUND.  ALL 4 X 4 IN WHITE MARKERS WERE MOVED TO NEW
 HC0886'LOCATIONS.
 HC0886'
 HC0886'THE OLD DISKS WERE RETURNED TO THIS OFFICE 2/12/46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1500 ***********************************************************************
 KE1500  DESIGNATION -  MAR
 KE1500  PID         -  KE1500
 KE1500  STATE/COUNTY-  MO/PLATTE
 KE1500  USGS QUAD   -  TRACY (1975)
 KE1500
 KE1500                         *CURRENT SURVEY CONTROL
 KE1500  ___________________________________________________________________
 KE1500* NAD 83(1997)-  39 29 59.16333(N)    094 46 06.77195(W)     ADJUSTED  
 KE1500* NAVD 88     -       320.2    (meters)    1051.     (feet)  GPS OBS   
 KE1500  ___________________________________________________________________
 KE1500  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 KE1500  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KE1500
 KE1500  HORZ ORDER  -  FIRST
 KE1500
 KE1500.The horizontal coordinates were established by GPS observations
 KE1500.and adjusted by the National Geodetic Survey in February 2000..
 KE1500
 KE1500.The orthometric height was determined by GPS observations and a
 KE1500.high-resolution geoid model.
 KE1500
 KE1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1500
 KE1500.The geoid height was determined by GEOID03.
 KE1500
 KE1500;                    North         East     Units Scale Factor Converg.
 KE1500;SPC MO W     -   369,964.884   826,902.554   MT  0.99994774   -0 10 14.9
 KE1500;UTM  15      - 4,373,731.759   347,936.839   MT  0.99988470   -1 07 30.5
 KE1500
 KE1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1500!SPC MO W     -   0.99995484  x   0.99994774  =   0.99990258
 KE1500!UTM  15      -   0.99995484  x   0.99988470  =   0.99983955
 KE1500
 KE1500|---------------------------------------------------------------------|
 KE1500| PID    Reference Object                     Distance      Geod. Az  |
 KE1500|                                                           dddmmss.s |
 KE1500| CL7415 MAR RM 3                             11.058 METERS 03256     |
 KE1500| CL7413 MAR RM 1                             44.882 METERS 08307     |
 KE1500| KE1420 SMITHVILLE MUNICIPAL TANK           APPROX.20.7 KM 1283900.8 |
 KE1500| KE1427 KANSAS CITY INTL APT TANK           APPROX.23.4 KM 1633651.2 |
 KE1500| KE1502 PLATTE CITY MUNICIPAL TANK          APPROX.14.6 KM 1824820.0 |
 KE1500| CL7416 MAR RM 4                                           18405     |
 KE1500| CL7414 MAR RM 2                             82.372 METERS 19150     |
 KE1500| KE1509 LEAVENWORTH GRANT HALL DOME         APPROX.20.8 KM 2173117.7 |
 KE1500| CL7412 MAR AZ MK                                          3433512.9 |
 KE1500|---------------------------------------------------------------------|
 KE1500
 KE1500                          SUPERSEDED SURVEY CONTROL
 KE1500
 KE1500  NAD 83(1997)-  39 29 59.16333(N)    094 46 06.77197(W) AD(       ) 1
 KE1500  NAD 83(1997)-  39 29 59.16713(N)    094 46 06.76692(W) AD(       ) 1
 KE1500  NAD 83(1986)-  39 29 59.16698(N)    094 46 06.76703(W) AD(       ) 1
 KE1500  NAD 83(1986)-  39 29 59.16698(N)    094 46 06.76703(W) AD(       ) 1
 KE1500  NAD 27      -  39 29 59.17786(N)    094 46 05.90800(W) AD(       ) 1
 KE1500  NGVD 29 (07/19/86)  320.01   (m)         1049.9    (f) LEVELING    3  
 KE1500
 KE1500.Superseded values are not recommended for survey control.
 KE1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1500.See file dsdata.txt to determine how the superseded data were derived.
 KE1500
 KE1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4793773732(NAD 83)
 KE1500_MARKER: DH = HORIZONTAL CONTROL DISK
 KE1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1500_STAMPING: MAR 1934
 KE1500_MARK LOGO: CGS   
 KE1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1500+STABILITY: SURFACE MOTION
 KE1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1500+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1996
 KE1500
 KE1500  HISTORY     - Date     Condition        Report By
 KE1500  HISTORY     - 1934     MONUMENTED       CGS
 KE1500  HISTORY     - 1949     GOOD             CGS
 KE1500  HISTORY     - 1958     GOOD             CGS
 KE1500  HISTORY     - 19960515 GOOD             MODNR
 KE1500
 KE1500                          STATION DESCRIPTION
 KE1500
 KE1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1500'THIS STATION IS ABOUT 10 MILES N OF PLATTE CITY, ABOUT 1-1/2
 KE1500'MILES E OF NEW MARKET, ABOUT 1-1/2 MILES S OF DEARBORN, IN THE
 KE1500'SW CORNER OF THE SW 1/4 SECTION 7, T 54 N, R 34 W, ON LAND
 KE1500'BELONGING TO GEORGE RAY OF PLATTE CITY, IN PASTURE LOT, AT ITS
 KE1500'HIGHEST POINT NEAR SW CORNER OF ABANDONED FARMYARD (HOUSE HAS
 KE1500'RECENTLY BEEN DESTROYED BY FIRE), ABOUT 75 FEET SW OF SW CORNER
 KE1500'OF THE HOUSE FOUNDATION, ABOUT 285 FEET N OF CENTER LINE OF
 KE1500'E-W ROAD, ABOUT 500 FEET E OF CENTER LINE OF N-S ROAD, 5 FEET
 KE1500'W OF W YARD FENCE, 10 FEET NNW OF THE SW CORNERPOST OF YARD
 KE1500'FENCE, 60 FEET SSW OF A 48-INCH ELM TREE, 30 FEET SW OF AN
 KE1500'8-INCH CEDAR TREE.  THE MARK IS FLUSH WITH THE SURFACE.
 KE1500'
 KE1500'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1500'BRONZE DISKS SET IN CONCRETE.
 KE1500'
 KE1500'REFERENCE MARK NO. 1 IS ENE OF STATION, AT E SIDE OF YARD,
 KE1500'1 FOOT W OF FENCE, 24 FEET NNE OF A 24-INCH BOX ELDER TREE, 30
 KE1500'FEET N OF SE CORNERPOST OF YARD, AND PROJECTS 3 INCHES.
 KE1500'
 KE1500'REFERENCE MARK NO. 2 IS SSW OF STATION, 20 FEET N OF CENTER
 KE1500'LINE OF ROAD, AT S SIDE OF PASTURE LOT, 2 FEET N OF RIGHT-OF-WAY
 KE1500'FENCE, 33 FEET W OF TELEPHONE POLE, 48 FEET W OF A 24-INCH
 KE1500'BOX ELDER TREE, 346.77 FEET SW OF REFERENCE MARK NO. 1, AND
 KE1500'PROJECTS 3 INCHES.
 KE1500'
 KE1500'AZIMUTH MARK IS NNW OF STATION, AT NW CORNER OF FRANK SPENCERS
 KE1500'YARD, 25 FEET W OF NW CORNER OF HIS HOUSE, 20 FEET E OF CENTER
 KE1500'LINE OF ROAD, 5 FEET E OF DITCH.  IT IS FLUSH WITH THE SURFACE.
 KE1500'
 KE1500'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71, AND SECTIONLINE
 KE1500'ROAD AT CONOCO SERVICE STATION, JUST S OF NEW MARKET, GO
 KE1500'E ON SECTION LINE ROAD (GRADED DIRT) 1.65 MILES TO CROSSROADS,
 KE1500'THEN N 0.05 MILE TO GATE IN PASTURE LOT, THEN THROUGH GATE AND
 KE1500'E ABOUT 500 FEET TO THE STATION.
 KE1500'
 KE1500'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 KE1500'
 KE1500'ALL LIGHTS COME INTO VIEW AT 55 FEET.
 KE1500
 KE1500                          STATION RECOVERY (1949)
 KE1500
 KE1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1500'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 KE1500'AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 KE1500'
 KE1500'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION-
 KE1500'
 KE1500'THE STATION IS LOCATED ABOUT 10.0 MILES NORTH OF PLATTE
 KE1500'CITY, 1.5 MILES EAST OF NEW MARKET, AND 1.5 MILES SOUTH OF
 KE1500'DEARBORN IN A PASTURE NEAR SOUTHWEST CORNER OF ABANDONED
 KE1500'FARMYARD ON LAND OWNED BY MR. GEORGE RAY.  IT IS 285 FEET NORTH
 KE1500'OF THE CENTER OF EAST-WEST ROAD, 60 FEET SOUTH-SOUTHWEST OF
 KE1500'A 4 FOOT ELM TREE, 10 FEET NORTHWEST OF SOUTHWEST CORNERPOST
 KE1500'OF YARD FENCE, AND 5 FEET SOUTHWEST OF WITNESS POST.  IT IS
 KE1500'STAMPED MAR 1934 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KE1500'
 KE1500'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 30 FEET
 KE1500'NORTH OF THE SOUTHEAST CORNERPOST OF YARD FENCE, AND 1 FOOT
 KE1500'WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED MAR NO 1 1934
 KE1500'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KE1500'
 KE1500'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION,
 KE1500'33 FEET WEST OF TELEPHONE POLE, 20 FEET NORTH OF THE CENTER
 KE1500'OF EAST-WEST ROAD AT SOUTH EDGE OF PASTURE, AND 2 FEET NORTH
 KE1500'OF EAST-WEST FENCE LINE.  IT IS STAMPED MAR NO 2 1934 AND
 KE1500'PROJECTS 2 INCHES.
 KE1500'
 KE1500'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 20
 KE1500'FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD, 5 FEET NORTHEAST
 KE1500'OF WITNESS POST, AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.
 KE1500'IT IS STAMPED MAR AZIMUTH 1934 AND SET FLUSH WITH THE SURFACE
 KE1500'OF THE GROUND.
 KE1500'
 KE1500'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE Z
 KE1500'AND THE MAIN STREET IN DEARBORN, GO SOUTH ON GRAVELED ROAD FOR
 KE1500'0.25 MILE TO FORKS, TAKE RIGHT FORK AND CONTINUE SOUTHERLY
 KE1500'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 KE1500'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.3 MILE TO GATE TO
 KE1500'PASTURE AND ABANDONED FARM HOUSE, TURN LEFT THROUGH GATE
 KE1500'AND GO EAST FOR ABOUT 500 FEET TO SOUTHWEST CORNER OF FARMYARD
 KE1500'AND STATION AS DESCRIBED.
 KE1500'
 KE1500'OBSERVATIONS MADE FROM A 90 FOOT TOWER.
 KE1500'
 KE1500'A 100 FOOT SIGNAL AT STATION GOWER 1934 IS VISIBLE AT 77 FEET.
 KE1500'
 KE1500'A 100 FOOT SIGNAL AT STATION GRAYSON IS VISIBLE AT 77 FEET.
 KE1500'
 KE1500'A 100 FOOT SIGNAL AT STATION ADAMS 1934 IS VISIBLE AT 64 FEET.
 KE1500
 KE1500                          STATION RECOVERY (1958)
 KE1500
 KE1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KE1500'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK WAS
 KE1500'FOUND IN GOOD CONDITION.  REFERENCE MARKS WERE DESTROYED
 KE1500'AND THE AZIMUTH MARK WAS NOT RECOVERED.  REFERENCE MARKS NO. 3
 KE1500'AND NO. 4 WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 KE1500'
 KE1500'STATION IS LOCATED ABOUT 10 MILES NORTH OF PLATTE CITY, 1
 KE1500'AND 1/2 MILES EAST OF NEW MARKET, AND 1 AND 1/2 MILES SOUTH
 KE1500'OF DEARBORN NEAR AN ABANDONED FARM SITE ON LAND OWNED BY MR.
 KE1500'GEORGE RAY, 288 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KE1500'GRAVEL ROAD, 261 FEET NORTH OF THE 5TH TELEPHONE POLE
 KE1500'EAST OF A CROSSROADS, 445 FEET EAST OF A NORTH-SOUTH GRAVEL
 KE1500'ROAD, 76 FEET SOUTH OF TRACK ROAD LEADING TO ABANDONED FARM
 KE1500'SITE, 58 FEET SOUTH-SOUTHWEST OF A 3-FOOT BOX ELDER TREE,
 KE1500'AND 32 FEET SOUTHWEST OF A 10-INCH CEDAR TREE, AND 1.5 FEET
 KE1500'WEST OF A NEW SIGN WITNESS POST.  THE MARK IS FLUSH WITH THE
 KE1500'SURFACE OF THE GROUND AND THE DISK IS STAMPED MAR 1934.
 KE1500'
 KE1500'REFERENCE MARK NO. 3 IS 36.28 FEET NORTHEAST OF THE STATION,
 KE1500'23 FEET SOUTH OF A 3-FOOT BOX ELDER TREE, AND 5 FEET NORTH OF
 KE1500'A 10-INCH CEDAR TREE.  THE MARK PROJECTS 2 INCHES AND THE
 KE1500'DISK IS STAMPED MAR NO 3 1934.
 KE1500'
 KE1500'REFERENCE MARK NO. 4 IS 258.07 FEET SOUTH OF THE STATION,
 KE1500'430 FEET EAST OF A CROSSROADS, 30 FEET NORTH OF THE CENTER
 KE1500'OF GRAVEL ROAD, AND 3 FEET NORTH OF THE 5TH POLE EAST OF
 KE1500'CROSSROADS.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 KE1500'STAMPED MAR NO 4 1934.
 KE1500'
 KE1500'TWO HOURS WAS SPENT IN THE SEARCH FOR THE AZIMUTH MARK, BUT
 KE1500'IT WAS NOT FOUND.
 KE1500'
 KE1500'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN
 KE1500'OF DEARBORN, GO SOUTH ON GRAVEL ROAD FOR 0.45 MILE TO ROAD
 KE1500'FORKS.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON GRAVEL
 KE1500'ROAD FOR 1.1 MILES TO TOP OF GRADE AND A GATE ON THE LEFT.
 KE1500'TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD THROUGH FIELD EAST
 KE1500'FOR 0.1 MILE TO ABANDONED FARM SITE AND THE STATION AS
 KE1500'DESCRIBED.
 KE1500
 KE1500                          STATION RECOVERY (1996)
 KE1500
 KE1500'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 KE1500'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTH OF PLATTE CITY, 1.5
 KE1500'MI (2.4 KM) EAST OF NEW MARKET, AND 1.5 MI (2.4 KM) SOUTH OF DEARBORN
 KE1500'IN A CULTIVATED FARM FIELD IN THE SW 0.25 OF SECTION 7, T54N, R34W,
 KE1500'PLATTE COUNTY, MO.  THE MONUMENT IS 445 FT (135.6 M) EAST OF THE
 KE1500'CENTER LINE OF OIL WELL ROAD, 288 FT (87.8 M) NORTH OF THE CENTER LINE
 KE1500'OF NEW MARKET ROAD, 113 FT (34.4 M) SOUTH OF THE CENTER LINE OF A FARM
 KE1500'ROAD BETWEEN CULTIVATED FIELDS, 31.1 FT (9.5 M) SOUTHWEST OF A NAIL
 KE1500'AND SHINER IN A 27 INCH CEDAR, 82.4 FT (25.1 M) NORTHWEST OF A 32 INCH
 KE1500'TREE, 1.5 FT (0.5 M) WEST OF AN NGS WITNESS POST AND 1.3 FT (0.4 M)
 KE1500'EAST OF A NEW CARSONITE WITNESS POST.  RM NO.  3 WAS FOUND TO BE
 KE1500'DESTROYED AND RM NO.  4 WAS FOUND IN PLACE, BUT TILTED 5 INCHES AND
 KE1500'ITS POSITION WOULD BE QUESTIONABLE. THE AZIMUTH MARK WAS REPORTED TO
 KE1500'BE NOT FOUND IN 1958 AND PRESUMED TO BE DESTROYED. TO REACH THE
 KE1500'STATION FROM THE JUNCTION OF ROUTE Z AND INTERURBAN (SOUTH MAIN) IN
 KE1500'DEARBORN, GO SOUTH ON GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO A FORK, BEAR
 KE1500'RIGHT AND CONTINUE SOUTHERLY ON OIL WELL ROAD FOR 1.1 MI (1.8 KM) TO A
 KE1500'FIELD ENTRANCE, TURN LEFT AND GO EAST APPROXIMATELY 445 FT (135.6 M)
 KE1500'AND PARK.  WALK SOUTH 113 FT (34.4 M) TO STATION AS PER DESCRIPTION.
 KE1500'DATE OF REPORT 05-15-1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1134 ***********************************************************************
 KD1134  DESIGNATION -  MARCELINE
 KD1134  PID         -  KD1134
 KD1134  STATE/COUNTY-  MO/CHARITON
 KD1134  USGS QUAD   -  MARCELINE (1979)
 KD1134
 KD1134                         *CURRENT SURVEY CONTROL
 KD1134  ___________________________________________________________________
 KD1134* NAD 83(1997)-  39 42 07.41000(N)    092 57 41.42271(W)     ADJUSTED  
 KD1134* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 KD1134  ___________________________________________________________________
 KD1134  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 KD1134  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KD1134
 KD1134  HORZ ORDER  -  SECOND
 KD1134
 KD1134.The horizontal coordinates were established by classical geodetic methods
 KD1134.and adjusted by the National Geodetic Survey in February 2000..
 KD1134
 KD1134.The orthometric height was scaled from a topographic map.
 KD1134
 KD1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1134
 KD1134.The geoid height was determined by GEOID03.
 KD1134
 KD1134;                    North         East     Units Scale Factor Converg.
 KD1134;SPC MO C     -   429,471.475   460,422.009   MT  0.99995261   -0 17 41.3
 KD1134;UTM  15      - 4,394,690.168   503,300.046   MT  0.99960013   +0 01 28.5
 KD1134
 KD1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1134!SPC MO C     -   0.99996410  x   0.99995261  =   0.99991671
 KD1134!UTM  15      -   0.99996410  x   0.99960013  =   0.99956424
 KD1134
 KD1134:                Primary Azimuth Mark                     Grid Az
 KD1134:SPC MO C     -  MARCELINE AZ MK                          034 08 53.6
 KD1134:UTM  15      -  MARCELINE AZ MK                          033 49 43.8
 KD1134
 KD1134|---------------------------------------------------------------------|
 KD1134| PID    Reference Object                     Distance      Geod. Az  |
 KD1134|                                                           dddmmss.s |
 KD1134| CL9841 MARCELINE AZ MK                                    0335112.3 |
 KD1134| KD1141 BUCKLIN MUNICIPAL TANK              APPROX.10.9 KM 0342433.0 |
 KD1134| KD1133 MARCELINE MUNICIPAL TANK            APPROX. 2.6 KM 0442722.6 |
 KD1134| KD1135 MARCELINE STANOLINE PL CO TANK      APPROX. 0.7 KM 0870320.5 |
 KD1134| CL9842 MARCELINE RM 1                       36.649 METERS 20634     |
 KD1134| CL9843 MARCELINE RM 2                       39.654 METERS 28211     |
 KD1134|---------------------------------------------------------------------|
 KD1134
 KD1134                          SUPERSEDED SURVEY CONTROL
 KD1134
 KD1134  NAD 83(1997)-  39 42 07.41188(N)    092 57 41.42615(W) AD(       ) 2
 KD1134  NAD 83(1986)-  39 42 07.41312(N)    092 57 41.42738(W) AD(       ) 2
 KD1134  NAD 27      -  39 42 07.32100(N)    092 57 40.71800(W) AD(       ) 2
 KD1134
 KD1134.Superseded values are not recommended for survey control.
 KD1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1134.See file dsdata.txt to determine how the superseded data were derived.
 KD1134
 KD1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0330094690(NAD 83)
 KD1134_MARKER: DS = TRIANGULATION STATION DISK
 KD1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1134
 KD1134  HISTORY     - Date     Condition        Report By
 KD1134  HISTORY     - 1948     MONUMENTED       CGS
 KD1134  HISTORY     - 1966     GOOD             CGS
 KD1134
 KD1134                          STATION DESCRIPTION
 KD1134
 KD1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1134'LOCATED IN THE SOUTHWEST EDGE OF MARCELINE, ON THE SOUTH SIDE
 KD1134'OF THE CHARITON-LINN COUNTY LINE AND NEAR THE EDGE OF A RAILROAD
 KD1134'RIGHT-OF-WAY FENCE, ON PROPERTY OWNED BY FATHER MC CARTEN
 KD1134'OF MARCELINE.  IT IS 28 FEET SOUTHEAST OF EAST BRICK GATE POST,
 KD1134'75 FEET NORTH OF T-INTERSECTION OF ROADS AND 14 FEET WEST OF
 KD1134'THE RAILROAD RIGHT-OF-WAY.  THE MARK PROJECTS 6 INCHES AND THE
 KD1134'DISK IS STAMPED MARCELINE 1948.
 KD1134'
 KD1134'REFERENCE MARK NO. 1 IS 120.24 FEET SOUTH OF THE STATION, 1
 KD1134'FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE AND ABOUT 33 FEET
 KD1134'SOUTHWEST OF A TELEGRAPH POLE.  THE MARK PROJECTS 6 INCHES AND
 KD1134'THE DISK IS STAMPED MARCELINE NO 1 1948.
 KD1134'
 KD1134'REFERENCE MARK NO. 2 IS 130.10 FEET WEST OF THE STATION,
 KD1134'ABOUT 25 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF THE ROAD,
 KD1134'1 FOOT SOUTH OF A FENCE LINE AND 7 FEET SOUTHWEST OF A
 KD1134'TELEGRAPH POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 KD1134'STAMPED MARCELINE NO 2 1948.
 KD1134'
 KD1134'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH OF THE STATION,
 KD1134'33.8 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 33
 KD1134'FEET EAST OF THE CENTER LINE OF THE ROAD AND 1.6 FEET EAST OF A
 KD1134'POWER LINE POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 KD1134'STAMPED MARCELINE 1948.
 KD1134'
 KD1134'TO REACH THE STATION FROM MARCELINE, AT THE CORNER OF GRACIA ST.
 KD1134'AND KANSAS AVE., GO SOUTH FOR 0.65 MILE TO AZIMUTH MARK ON LEFT
 KD1134'AS DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO STATION SITE AS
 KD1134'DESCRIBED.
 KD1134'
 KD1134'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1134
 KD1134                          STATION RECOVERY (1966)
 KD1134
 KD1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1134'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KD1134'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KD1134'
 KD1134'STATION IS ABOUT 100 FEET SOUTH OF A T-ROAD AND WHERE THE ROAD CURVES
 KD1134'SOUTHWEST, 40 FEET SOUTH-SOUTHWEST OF A LARGE POST AT NORTH END OF A
 KD1134'FENCE, 24 FEET SOUTH OF A TELEGRAPH POLE, AND 1.5 FEET EAST OF A
 KD1134'METAL WITNESS POST.
 KD1134'
 KD1134'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 RECOVERED AS
 KD1134'DESCRIBED.
 KD1134'
 KD1134'AZIMUTH MARK WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS
 KD1134'SET 1.5 FEET NORTH OF THE MARK.
 KD1134'
 KD1134'TO REACH THE STATION FROM THE INTERSECTION OF GARCIA STREET AND
 KD1134'KANSAS AVENUE IN MARCELINE, GO SOUTH FOR 0.6 MILE TO THE AZIMUTH
 KD1134'MARK ON THE LEFT.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.35 MILE
 KD1134'TO WHERE THE GRAVELED ROAD TURNS WEST AND THE STATION SOUTH OF AN OLD
 KD1134'T-INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1136 ***********************************************************************
 KD1136  DESIGNATION -  MARCELINE MASONRY SMOKESTACK
 KD1136  PID         -  KD1136
 KD1136  STATE/COUNTY-  MO/LINN
 KD1136  USGS QUAD   -  MARCELINE (1979)
 KD1136
 KD1136                         *CURRENT SURVEY CONTROL
 KD1136  ___________________________________________________________________
 KD1136* NAD 83(1997)-  39 43 01.85487(N)    092 56 49.47600(W)     ADJUSTED  
 KD1136* NAVD 88     -                                                        
 KD1136  ___________________________________________________________________
 KD1136  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 KD1136  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KD1136
 KD1136  HORZ ORDER  -  THIRD
 KD1136
 KD1136.The horizontal coordinates were established by classical geodetic methods
 KD1136.and adjusted by the National Geodetic Survey in February 2000..
 KD1136
 KD1136
 KD1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1136
 KD1136.The geoid height was determined by GEOID03.
 KD1136
 KD1136;                    North         East     Units Scale Factor Converg.
 KD1136;SPC MO C     -   431,144.261   461,667.846   MT  0.99995142   -0 17 08.5
 KD1136;UTM  15      - 4,396,369.283   504,536.102   MT  0.99960025   +0 02 01.7
 KD1136
 KD1136                          SUPERSEDED SURVEY CONTROL
 KD1136
 KD1136  NAD 83(1997)-  39 43 01.85582(N)    092 56 49.47934(W) AD(       ) 4
 KD1136  NAD 83(1986)-  39 43 01.85724(N)    092 56 49.48052(W) AD(       ) 4
 KD1136  NAD 27      -  39 43 01.77200(N)    092 56 48.78200(W) AD(       ) 3
 KD1136
 KD1136.Superseded values are not recommended for survey control.
 KD1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1136.See file dsdata.txt to determine how the superseded data were derived.
 KD1136
 KD1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0453696369(NAD 83)
 KD1136_MARKER: 63 = STACK
 KD1136
 KD1136  HISTORY     - Date     Condition        Report By
 KD1136  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1136  HISTORY     - 1935     GOOD             CGS
 KD1136
 KD1136                          STATION DESCRIPTION
 KD1136
 KD1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1136'LOCATED IN THE N CENTRAL PART OF THE CITY OF MARCELINE, 2 BLOCKS
 KD1136'N OF THE NE CORNER OF THE CITY SQUARE, 1 BLOCK N OF THE ATCHISON,
 KD1136'TOPEKA, AND SANTA FE RAILWAY PASSENGER DEPOT, 150 FEET W OF THE
 KD1136'ATCHISON, TOPEKA, AND SANTA FE RAILWAY TRACKS, 1 BLOCK E OF N
 KD1136'KANSAS STREET, AND 95 FEET S OF E CHICAGO STREET.  SMOKESTACK
 KD1136'IS OF BRICK CONSTRUCTION, 7 FEET IN DIAMETER AT BASE, 70 FEET
 KD1136'IN HEIGHT, AND IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1133 ***********************************************************************
 KD1133  DESIGNATION -  MARCELINE MUNICIPAL TANK
 KD1133  PID         -  KD1133
 KD1133  STATE/COUNTY-  MO/LINN
 KD1133  USGS QUAD   -  MARCELINE (1979)
 KD1133
 KD1133                         *CURRENT SURVEY CONTROL
 KD1133  ___________________________________________________________________
 KD1133* NAD 83(1997)-  39 43 07.23464(N)    092 56 25.40342(W)     ADJUSTED  
 KD1133* NAVD 88     -                                                        
 KD1133  ___________________________________________________________________
 KD1133  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 KD1133  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KD1133
 KD1133  HORZ ORDER  -  THIRD
 KD1133
 KD1133.The horizontal coordinates were established by classical geodetic methods
 KD1133.and adjusted by the National Geodetic Survey in February 2000..
 KD1133
 KD1133
 KD1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1133
 KD1133.The geoid height was determined by GEOID03.
 KD1133
 KD1133;                    North         East     Units Scale Factor Converg.
 KD1133;SPC MO C     -   431,307.333   462,241.989   MT  0.99995088   -0 16 53.1
 KD1133;UTM  15      - 4,396,535.496   505,109.125   MT  0.99960032   +0 02 17.1
 KD1133
 KD1133                          SUPERSEDED SURVEY CONTROL
 KD1133
 KD1133  NAD 83(1997)-  39 43 07.23615(N)    092 56 25.40729(W) AD(       ) 4
 KD1133  NAD 83(1986)-  39 43 07.23733(N)    092 56 25.40879(W) AD(       ) 4
 KD1133  NAD 27      -  39 43 07.14700(N)    092 56 24.69200(W) AD(       ) 3
 KD1133
 KD1133.Superseded values are not recommended for survey control.
 KD1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1133.See file dsdata.txt to determine how the superseded data were derived.
 KD1133
 KD1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0510996535(NAD 83)
 KD1133_MARKER: 53 = ELEVATED TANK
 KD1133
 KD1133  HISTORY     - Date     Condition        Report By
 KD1133  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1133  HISTORY     - 1935     GOOD             CGS
 KD1133  HISTORY     - 1948     GOOD             CGS
 KD1133
 KD1133                          STATION DESCRIPTION
 KD1133
 KD1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1133'LOCATED IN THE NE PART OF THE CITY OF MARCELINE, 6 BLOCKS N AND
 KD1133'3 BLOCKS E OF THE NE CORNER OF CITY SQUARE, 1 BLOCK E OF STATE
 KD1133'HIGHWAY 5, 50 FEET E OF A N-S STREET AND 50 FEET S OF A STREET
 KD1133'W.  ABOUT 135 FEET IN HEIGHT AND IN GOOD CONDITION.
 KD1133
 KD1133                          STATION RECOVERY (1948)
 KD1133
 KD1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1133'LOCATED IN THE NORTHEAST PART OF MARCELINE 0.05 MILE EAST OF
 KD1133'MISSOURI AVE. AND 1/2 BLOCK NORTH OF COUNTY ROUTE Z AND ABOUT 50
 KD1133'FEET EAST OF A NORTH-SOUTH STREET.  IT IS AN ELEVATED TANK, ABOUT
 KD1133'120 FEET HIGH, PAINTED SILVER WITH A SILVER KNOBB AT THE APEX
 KD1133'OF THE TANK.  THE BALL WAS THE POINT INTERSECTED.
 KD1133'
 KD1133'THE STATION MAY BE REACHED FROM THE JUNCTION OF GRACIA STREET
 KD1133'AND MISSOURI AVE. (STATE HIGHWAY 5), GO NORTH ON MISSOURI AVE.
 KD1133'TO ITS JUNCTION WITH COUNTY ROUTE Z, THEN RIGHT OR EAST ON
 KD1133'ROUTE Z FOR 0.05 MILE, THEN LEFT OR NORTH FOR 1/2 BLOCK TO THE
 KD1133'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1135 ***********************************************************************
 KD1135  DESIGNATION -  MARCELINE STANOLINE PL CO TANK
 KD1135  PID         -  KD1135
 KD1135  STATE/COUNTY-  MO/CHARITON
 KD1135  USGS QUAD   -  MARCELINE (1979)
 KD1135
 KD1135                         *CURRENT SURVEY CONTROL
 KD1135  ___________________________________________________________________
 KD1135* NAD 83(1997)-  39 42 08.55815(N)    092 57 12.49795(W)     ADJUSTED  
 KD1135* NAVD 88     -                                                        
 KD1135  ___________________________________________________________________
 KD1135  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 KD1135  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KD1135
 KD1135  HORZ ORDER  -  THIRD
 KD1135
 KD1135.The horizontal coordinates were established by classical geodetic methods
 KD1135.and adjusted by the National Geodetic Survey in February 2000..
 KD1135
 KD1135
 KD1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1135
 KD1135.The geoid height was determined by GEOID03.
 KD1135
 KD1135;                    North         East     Units Scale Factor Converg.
 KD1135;SPC MO C     -   429,503.369   461,111.229   MT  0.99995195   -0 17 22.9
 KD1135;UTM  15      - 4,394,725.891   503,988.835   MT  0.99960020   +0 01 47.0
 KD1135
 KD1135                          SUPERSEDED SURVEY CONTROL
 KD1135
 KD1135  NAD 83(1997)-  39 42 08.56003(N)    092 57 12.50161(W) AD(       ) 4
 KD1135  NAD 83(1986)-  39 42 08.56122(N)    092 57 12.50328(W) AD(       ) 4
 KD1135  NAD 27      -  39 42 08.46900(N)    092 57 11.78100(W) AD(       ) 3
 KD1135
 KD1135.Superseded values are not recommended for survey control.
 KD1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1135.See file dsdata.txt to determine how the superseded data were derived.
 KD1135
 KD1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0398994726(NAD 83)
 KD1135_MARKER: 53 = ELEVATED TANK
 KD1135
 KD1135  HISTORY     - Date     Condition        Report By
 KD1135  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1135
 KD1135                          STATION DESCRIPTION
 KD1135
 KD1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KD1135'LOCATED NEAR THE SOUTH CITY LIMITS OF MARCELINE AND JUST WEST
 KD1135'OF STATE HIGHWAY 5, AND ABOUT 120 FEET EAST OF A LARGE BRICK
 KD1135'BUILDING OF THE STANOLINE PIPE LINE CO..  IT IS AN ELEVATED
 KD1135'TANK, ABOUT 90 FEET HIGH, PAINTED SILVER WITH A KNOB AT THE
 KD1135'APEX OF THE TANK.  THE KNOB WAS THE POINT INTERSECTED.
 KD1135'
 KD1135'REACHED FROM THE JUNCTION OF GRACIA STREET AND STATE HIGHWAY 5
 KD1135'(MISSOURI AVE.), GO SOUTH ON STATE HIGHWAY 5 TO STREET TO
 KD1135'THE RIGHT AT SIGN CHARITON COUNTY LINE, AND THE TANK TO THE RIGHT
 KD1135'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0763 ***********************************************************************
 HC0763  DESIGNATION -  MARCOOT
 HC0763  PID         -  HC0763
 HC0763  STATE/COUNTY-  MO/REYNOLDS
 HC0763  USGS QUAD   -  STONE HILL (1981)
 HC0763
 HC0763                         *CURRENT SURVEY CONTROL
 HC0763  ___________________________________________________________________
 HC0763* NAD 83(1997)-  37 33 41.44551(N)    091 18 34.02874(W)     ADJUSTED  
 HC0763* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 HC0763  ___________________________________________________________________
 HC0763  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 HC0763  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HC0763
 HC0763  HORZ ORDER  -  FIRST
 HC0763
 HC0763.The horizontal coordinates were established by classical geodetic methods
 HC0763.and adjusted by the National Geodetic Survey in February 2000..
 HC0763
 HC0763.The orthometric height was scaled from a topographic map.
 HC0763
 HC0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0763
 HC0763.The geoid height was determined by GEOID03.
 HC0763
 HC0763;                    North         East     Units Scale Factor Converg.
 HC0763;SPC MO E     -   192,074.699   178,486.717   MT  0.99999630   -0 29 36.5
 HC0763;UTM  15      - 4,158,508.799   649,310.578   MT  0.99987461   +1 01 50.8
 HC0763
 HC0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0763!SPC MO E     -   0.99993629  x   0.99999630  =   0.99993259
 HC0763!UTM  15      -   0.99993629  x   0.99987461  =   0.99981090
 HC0763
 HC0763:                Primary Azimuth Mark                     Grid Az
 HC0763:SPC MO E     -  CROOKED LOOKOUT TOWER                    010 31 10.1
 HC0763:UTM  15      -  CROOKED LOOKOUT TOWER                    008 59 42.8
 HC0763
 HC0763|---------------------------------------------------------------------|
 HC0763| PID    Reference Object                     Distance      Geod. Az  |
 HC0763|                                                           dddmmss.s |
 HC0763| HC0759 CROOKED LOOKOUT TOWER               APPROX.17.3 KM 0100133.6 |
 HC0763| HC0493 P 115                                28.917 METERS 01559     |
 HC0763| HC0752 STONEY LOOKOUT TOWER                APPROX. 7.2 KM 0622331.2 |
 HC0763| CN7365 MARCOOT AZ MK                                      1583523.2 |
 HC0763| CN7367 MARCOOT RM 2                         27.858 METERS 24859     |
 HC0763| HC0762 MARCOOT LOOKOUT TOWER                43.156 METERS 29639     |
 HC0763| HC0761 JUNCTION LOOKOUT TOWER              APPROX. 7.7 KM 3253244.2 |
 HC0763| CN7366 MARCOOT RM 1                         35.245 METERS 34746     |
 HC0763|---------------------------------------------------------------------|
 HC0763
 HC0763                          SUPERSEDED SURVEY CONTROL
 HC0763
 HC0763  NAD 83(1986)-  37 33 41.45932(N)    091 18 34.02830(W) AD(       ) 1
 HC0763  NAD 27      -  37 33 41.29500(N)    091 18 33.53300(W) AD(       ) 1
 HC0763
 HC0763.Superseded values are not recommended for survey control.
 HC0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0763.See file dsdata.txt to determine how the superseded data were derived.
 HC0763
 HC0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB4931158509(NAD 83)
 HC0763_MARKER: DS = TRIANGULATION STATION DISK
 HC0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0763
 HC0763  HISTORY     - Date     Condition        Report By
 HC0763  HISTORY     - 1939     MONUMENTED       CGS
 HC0763
 HC0763                          STATION DESCRIPTION
 HC0763
 HC0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0763'STATION IS ABOUT 11 MILES NORTH-NORTHWEST OF BUNKER IN THE
 HC0763'NORTHWEST QUARTER OF SECTION 18, R 3 W, T 33 N, AND ON A PROMINENT
 HC0763'WOODED RIDGE.  IT IS 141.6 FEET EAST OF THE U.S. FORESTRY SERVICE
 HC0763'MARCOOT LOOKOUT TOWER, 70 FEET WEST OF THE CENTER OF STATE HIGHWAY
 HC0763'NO. 72, AND 104 FEET SOUTHEAST OF THE CATTLE GUARD TO THE LOOKOUT
 HC0763'TOWER.  THE MARK PROJECTS 6 INCHES ABOVE THE
 HC0763'GROUND AND IS STAMPED MARCOOT 1939.  TO REACH THE STATION FROM
 HC0763'BUNKER, DRIVE NORTHWEST ON STATE HIGHWAY NO. 72 ABOUT 12 MILES
 HC0763'TO THE TOP OF THE DIVIDE AND THE LOOKOUT TOWER AND THE
 HC0763'STATION ON THE LEFT OR WEST SIDE OF THE HIGHWAY.
 HC0763'
 HC0763'REFERENCE MARK NO. 1 IS 115.63 FEET, 35.245 METERS, NORTHWEST OF
 HC0763'THE STATION AND 1 FOOT NORTHEAST OF A FENCE.  THE MARK
 HC0763'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED MARCOOT NO
 HC0763'1 1939.
 HC0763'
 HC0763'REFERENCE MARK NO. 2 IS 91.39 FEET, 27.858 METERS, SOUTHWEST OF
 HC0763'THE STATION AND 1.7 FEET SOUTH OF THE FENCE.  THE MARK
 HC0763'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED MARCOOT
 HC0763'NO 2 1939.
 HC0763'
 HC0763'B.M.-P115-1935 (USC AND GS) IS 94.87 FEET, 28.917 METERS, NORTH
 HC0763'OF THE STATION AND 36 FEET SOUTH OF THE INTERSECTION OF STATE
 HC0763'HIGHWAY NO. 72 AND THE CROSSROADS.  IT IS A STANDARD U.S. COAST
 HC0763'AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A
 HC0763'6-INCH-SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 HC0763'GROUND AND IS STAMPED P115 1935.
 HC0763'
 HC0763'THE U.S. FORESTRY SERVICE LOOKOUT TOWER NAMED MARCOOT IS 141.6
 HC0763'FEET WEST OF THE STATION.  IT IS A FOUR-LEGGED STEEL TOWER,
 HC0763'ABOUT 110 FEET HIGH, AND HAS A GLASSED-IN LOOKOUT ROOM WITH A
 HC0763'FINIAL ON TOP.
 HC0763'
 HC0763'THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THE STATION, 38 FEET
 HC0763'SOUTH OF THE CENTER OF MISSOURI HIGHWAY NO. 72, AND ABOUT 150
 HC0763'FEET EAST OF THE TOP OF A RIDGE.  THE MARK PROJECTS
 HC0763'6 INCHES ABOVE GROUND AND IS STAMPED MARCOOT 1939.
 HC0763'
 HC0763'A 64-FOOT TOWER AT MARCOOT WILL SEE
 HC0763'A 74-FOOT LIGHT STAND AT BUNDER 1934 AND BUICK.
 HC0763'
 HC0763'A 100-FOOT LIGHT STAND AT PENROD 1934.
 HC0763'
 HC0763'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0762 ***********************************************************************
 HC0762  DESIGNATION -  MARCOOT LOOKOUT TOWER
 HC0762  PID         -  HC0762
 HC0762  STATE/COUNTY-  MO/REYNOLDS
 HC0762  USGS QUAD   -  STONE HILL (1981)
 HC0762
 HC0762                         *CURRENT SURVEY CONTROL
 HC0762  ___________________________________________________________________
 HC0762* NAD 83(1997)-  37 33 42.07328(N)    091 18 35.60041(W)     ADJUSTED  
 HC0762* NAVD 88     -                                                        
 HC0762  ___________________________________________________________________
 HC0762  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 HC0762  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HC0762
 HC0762  HORZ ORDER  -  THIRD
 HC0762
 HC0762.The horizontal coordinates were established by classical geodetic methods
 HC0762.and adjusted by the National Geodetic Survey in February 2000..
 HC0762
 HC0762
 HC0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0762
 HC0762.The geoid height was determined by GEOID03.
 HC0762
 HC0762;                    North         East     Units Scale Factor Converg.
 HC0762;SPC MO E     -   192,094.385   178,448.313   MT  0.99999637   -0 29 37.5
 HC0762;UTM  15      - 4,158,527.454   649,271.668   MT  0.99987446   +1 01 49.8
 HC0762
 HC0762                          SUPERSEDED SURVEY CONTROL
 HC0762
 HC0762  NAD 83(1986)-  37 33 42.08697(N)    091 18 35.60010(W) AD(       ) 4
 HC0762  NAD 27      -  37 33 41.92300(N)    091 18 35.10500(W) AD(       ) 3
 HC0762
 HC0762.Superseded values are not recommended for survey control.
 HC0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0762.See file dsdata.txt to determine how the superseded data were derived.
 HC0762
 HC0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB4927258527(NAD 83)
 HC0762_MARKER: 57 = LOOKOUT TOWER
 HC0762
 HC0762  HISTORY     - Date     Condition        Report By
 HC0762  HISTORY     - 1939     FIRST OBSERVED   CGS
 HC0762  HISTORY     - 1956     GOOD             CGS
 HC0762
 HC0762                          STATION DESCRIPTION
 HC0762
 HC0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0762'A UNITED STATES FOREST SERVICE LOOKOUT TOWER LOCATED ABOUT 11 MILES
 HC0762'NORTH-NORTHWEST OF BUNKER, IN THE CLARK NATIONAL FOREST.  THE
 HC0762'TOWER IS A FOUR-LEGGED STEEL STRUCTURE WITH A GLASS-ENCLOSED
 HC0762'LOOKOUT ROOM ON TOP.  IT IS ABOUT 110 FEET HIGH AND 141.60 FEET
 HC0762'WEST OF TRIANGULATION STATION MARCOOT.  THE FINIAL ON TOP WAS
 HC0762'OBSERVED UPON FROM TRIANGULATION STATIONS BUICK, BUNKER 1934,
 HC0762'PENROD 1934, MARCOOT AND LEWIS 1934.
 HC0762'
 HC0762'TO REACH THE STATION FROM BUNKER, DRIVE NORTHWEST ON STATE
 HC0762'HIGHWAY 72 FOR ABOUT 12 MILES TO THE TOP OF THE DIVIDE AND THE
 HC0762'TOWER ON THE LEFT, WEST, SIDE OF THE ROAD.
 HC0762'
 HC0762'AN INTERSECTION STATION.
 HC0762
 HC0762                          STATION RECOVERY (1956)
 HC0762
 HC0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0762'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE SOUTHWEST OF
 HC0762'BOSS, 4 MILES SOUTH SOUTHWEST OF HOWES MILL IN THE CLARK
 HC0762'NATIONAL FOREST.
 HC0762'
 HC0762'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH AN 8 FOOT SQUARE
 HC0762'HOUSE ON TOP AND IS ABOUT 110 FEET HIGH.  THE CENTER OF THE
 HC0762'TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2531 ***********************************************************************
 JD2531  DESIGNATION -  MARIES
 JD2531  PID         -  JD2531
 JD2531  STATE/COUNTY-  MO/MARIES
 JD2531  USGS QUAD   -  BIG BEND (1987)
 JD2531
 JD2531                         *CURRENT SURVEY CONTROL
 JD2531  ___________________________________________________________________
 JD2531* NAD 83(1997)-  38 03 07.35324(N)    092 01 58.57110(W)     ADJUSTED  
 JD2531* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 JD2531  ___________________________________________________________________
 JD2531  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 JD2531  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JD2531
 JD2531  HORZ ORDER  -  FIRST
 JD2531
 JD2531.The horizontal coordinates were established by classical geodetic methods
 JD2531.and adjusted by the National Geodetic Survey in February 2000..
 JD2531
 JD2531.The orthometric height was scaled from a topographic map.
 JD2531
 JD2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2531
 JD2531.The geoid height was determined by GEOID03.
 JD2531
 JD2531;                    North         East     Units Scale Factor Converg.
 JD2531;SPC MO C     -   246,311.395   540,991.713   MT  0.99995402   +0 17 16.4
 JD2531;UTM  15      - 4,212,030.650   584,846.539   MT  0.99968866   +0 35 46.0
 JD2531
 JD2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2531!SPC MO C     -   0.99995089  x   0.99995402  =   0.99990491
 JD2531!UTM  15      -   0.99995089  x   0.99968866  =   0.99963956
 JD2531
 JD2531|---------------------------------------------------------------------|
 JD2531| PID    Reference Object                     Distance      Geod. Az  |
 JD2531|                                                           dddmmss.s |
 JD2531| CN7372 MARIES RM 1                          35.598 METERS 17349     |
 JD2531| JD2532 NORTHEAST COR OF JORDONS HOUSE       27.740 METERS 24946     |
 JD2531| CN7373 MARIES RM 2                          41.928 METERS 30511     |
 JD2531| CN7371 MARIES AZ MK                                       3414827.1 |
 JD2531|---------------------------------------------------------------------|
 JD2531
 JD2531                          SUPERSEDED SURVEY CONTROL
 JD2531
 JD2531  NAD 83(1986)-  38 03 07.36775(N)    092 01 58.56994(W) AD(       ) 1
 JD2531  NAD 27      -  38 03 07.22400(N)    092 01 57.97300(W) AD(       ) 1
 JD2531
 JD2531.Superseded values are not recommended for survey control.
 JD2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2531.See file dsdata.txt to determine how the superseded data were derived.
 JD2531
 JD2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC8484712031(NAD 83)
 JD2531_MARKER: DS = TRIANGULATION STATION DISK
 JD2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2531
 JD2531  HISTORY     - Date     Condition        Report By
 JD2531  HISTORY     - 1947     MONUMENTED       CGS
 JD2531
 JD2531                          STATION DESCRIPTION
 JD2531
 JD2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2531'THE STATION IS LOCATED ON A SMALL HILL, ABOUT 6 MILES NORTHEAST
 JD2531'OF DIXON, 91 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 JD2531'FARM HOUSE, 169 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 JD2531'28, 10 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A BARN,
 JD2531'16 FEET SOUTHEAST OF A 12 INCH OAK TREE, AND 6 FEET EAST
 JD2531'OF A WHITE WITNESS POST.  IT IS ON PROPERTY OWNED AND OCCUPIED
 JD2531'BY MR. JORDAN.
 JD2531'
 JD2531'REFERENCE MARK NO. 1 IS 116.79 FEET SOUTH OF THE STATION, 2 FEET
 JD2531'NORTH OF THE NORTHWEST CORNER OF A LOG CHICKEN HOUSE, AND 17 FEET
 JD2531'SOUTHEAST OF THE SOUTH CORNER OF A PUMP HOUSE.  THE DISK IS STAMPED
 JD2531'MARIES NO 1 1947 AND PROJECTS 6 INCHES.
 JD2531'
 JD2531'REFERENCE MARK NO. 2 IS 137.56 FEET NORTHWEST OF THE STATION,
 JD2531'31 FEET EAST OF THE CENTERLINE OF HIGHWAY 28, AND 1 FOOT
 JD2531'EAST OF A FENCE.  THE DISK IS STAMPED MARIES NO 2 1947 AND
 JD2531'PROJECTS 6 INCHES.
 JD2531'
 JD2531'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTH-NORTHWEST
 JD2531'OF THE STATION, 36 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 JD2531'OF STATE HIGHWAY 28, 2.5 FEET SOUTHEAST OF A WITNESS POST,
 JD2531'AND 2 FEET NORTHEAST OF A FENCE.  THE DISK IS STAMPED MARIES
 JD2531'1947 AND PROJECTS 4 INCHES.
 JD2531'
 JD2531'THE PICTURE POINT IS THE NORTHEAST CORNER OF MR. JORDANS
 JD2531'HOUSE.  IT IS 91.00 FEET SOUTHWEST OF THE STATION.
 JD2531'
 JD2531'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28
 JD2531'AND COUNTY ROUTE C IN DIXON, GO NORTHEAST ON HIGHWAY 28 FOR
 JD2531'6.2 MILES TO THE TOP OF A SMALL RISE AND THE STATION ON THE
 JD2531'RIGHT AS DESCRIBED.
 JD2531'
 JD2531'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 JD2531'ON HIGHWAY 28 FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JD2531'
 JD2531'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0567 ***********************************************************************
 GG0567  DESIGNATION -  MARION
 GG0567  PID         -  GG0567
 GG0567  STATE/COUNTY-  MO/NEWTON
 GG0567  USGS QUAD   -  GRANBY (1972)
 GG0567
 GG0567                         *CURRENT SURVEY CONTROL
 GG0567  ___________________________________________________________________
 GG0567* NAD 83(1997)-  36 59 07.13689(N)    094 15 40.43237(W)     ADJUSTED  
 GG0567* NAVD 88     -       371.92   (+/-2cm)    1220.2    (feet)  VERTCON   
 GG0567  ___________________________________________________________________
 GG0567  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GG0567  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 GG0567
 GG0567  HORZ ORDER  -  FIRST
 GG0567  VERT ORDER  -  THIRD ? (See Below)
 GG0567
 GG0567.The horizontal coordinates were established by classical geodetic methods
 GG0567.and adjusted by the National Geodetic Survey in February 2000..
 GG0567
 GG0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0567.The vertical order pertains to the NGVD 29 superseded value.
 GG0567
 GG0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0567
 GG0567.The geoid height was determined by GEOID03.
 GG0567
 GG0567;                    North         East     Units Scale Factor Converg.
 GG0567;SPC MO W     -    90,866.566   871,256.062   MT  0.99994674   +0 08 37.1
 GG0567;UTM  15      - 4,093,986.698   387,756.503   MT  0.99975520   -0 45 31.9
 GG0567
 GG0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0567!SPC MO W     -   0.99994623  x   0.99994674  =   0.99989298
 GG0567!UTM  15      -   0.99994623  x   0.99975520  =   0.99970145
 GG0567
 GG0567|---------------------------------------------------------------------|
 GG0567| PID    Reference Object                     Distance      Geod. Az  |
 GG0567|                                                           dddmmss.s |
 GG0567| CI2442 MARION RM 1                          24.360 METERS 21420     |
 GG0567| CI2443 MARION RM 2                          23.393 METERS 32601     |
 GG0567| CI2441 MARION AZ MK                                       3515038.4 |
 GG0567|---------------------------------------------------------------------|
 GG0567
 GG0567                          SUPERSEDED SURVEY CONTROL
 GG0567
 GG0567  NAD 83(1997)-  36 59 07.13715(N)    094 15 40.43229(W) AD(       ) 1
 GG0567  NAD 83(1997)-  36 59 07.13743(N)    094 15 40.43240(W) AD(       ) 1
 GG0567  NAD 83(1997)-  36 59 07.14549(N)    094 15 40.43550(W) AD(       ) 1
 GG0567  NAD 83(1986)-  36 59 07.15060(N)    094 15 40.43049(W) AD(       ) 1
 GG0567  NAD 27      -  36 59 06.92040(N)    094 15 39.64590(W) AD(       ) 1
 GG0567  NGVD 29 (07/19/86)  371.80   (m)         1219.8    (f) LEVELING    3  
 GG0567
 GG0567.Superseded values are not recommended for survey control.
 GG0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0567.See file dsdata.txt to determine how the superseded data were derived.
 GG0567
 GG0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8775793987(NAD 83)
 GG0567_MARKER: DS = TRIANGULATION STATION DISK
 GG0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0567
 GG0567  HISTORY     - Date     Condition        Report By
 GG0567  HISTORY     - 1959     MONUMENTED       CGS
 GG0567  HISTORY     - 1961     GOOD             CGS
 GG0567
 GG0567                          STATION DESCRIPTION
 GG0567
 GG0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GG0567'THE STATION IS ABOUT 3 MILES EAST AND 3/4 MILES SOUTH OF DIAMOND,
 GG0567'ON THE WEST SIDE OF THE SOUTHWEST 1/4 OF SEC, 7, T. 26 N.,
 GG0567'R. 30 W., AND ON THE PROPERTY OF MR. G.D. YOUNGBLOOD.  IT IS
 GG0567'181 FEET WEST OF THE NORTHWEST CORNER OF A BARN, 81 FEET
 GG0567'NORTHEAST OF A FENCE CORNER, 79 FEET SOUTHEAST OF A WITNESS
 GG0567'POST, 77 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER,
 GG0567'77 FEET EAST OF THE CENTERLINE OF COUNTY ROAD E, 68 FEET NORTH
 GG0567'OF A WIRE FENCE AND 45 FEET EAST OF A WIRE FENCE.  THE
 GG0567'MONUMENT IS 12 INCHES BELOW THE GROUND SURFACE AND THE DISK IS
 GG0567'STAMPED MARION 1959.
 GG0567'
 GG0567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 A
 GG0567'AND COUNTY ROAD J AT THE WEST EDGE OF DIAMOND, GO EAST ON
 GG0567'COUNTY ROAD J FOR 3.15 MILES TO THE AZIMUTH MARK ON THE RIGHT
 GG0567'AS DESCRIBED.  CONTINUE EAST ON COUNTY ROAD J FOR 0.1 MILE TO
 GG0567'A CROSSROAD.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD E FOR 0.7
 GG0567'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GG0567'
 GG0567'REFERENCE MARK 1 IS 32 FEET EAST OF THE CENTERLINE OF COUNTY
 GG0567'ROAD E, 13 FEET SOUTH OF A NORTH GATE POST AND 1 FOOT NORTHEAST
 GG0567'OF A FENCE CORNER.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 GG0567'IS STAMPED MARION NO 1 1959.
 GG0567'
 GG0567'REFERENCE MARK 2 IS 51 FEET SOUTH OF A SOUTH GATE POST, 32 FEET
 GG0567'EAST OF THE CENTERLINE OF COUNTY ROAD E, 2 FEET NORTHEAST OF
 GG0567'THE POWER POLE WITH THE TRANSFORMERS, 2 FEET SOUTH OF A WITNESS
 GG0567'POST AND 6 INCHES EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS
 GG0567'4 INCHES AND THE DISK IS STAMPED MARION NO 2 1959.
 GG0567'
 GG0567'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTERLINE OF COUNTY
 GG0567'ROAD J, 42 FEET EAST OF A POWER POLE, 1 FOOT EAST OF A WITNESS
 GG0567'POST AND 6 INCHES NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 GG0567'2 INCHES AND THE DISK IS STAMPED MARION 1959.
 GG0567'
 GG0567'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GG0567
 GG0567                          STATION RECOVERY (1961)
 GG0567
 GG0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0567'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 GG0567'WERE FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 GG0567'TO REFERENCE MARK 1 AND THE AZIMUTH MARK CHECKED.  THE DISTANCE
 GG0567'TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION DID NOT CHECK BY
 GG0567'1 MINUTE AND 17 SECONDS.  ALL REFERENCE POINTS CHECKED.
 GG0567'
 GG0567'THE PREVIOUS DESCRIPTION AND TO REACH ARE ADEQUATE.
 GG0567'
 GG0567'NO MEASUREMENT BETWEEN RMS, FENCE POST ON LINE.
 GG0567'
 GG0567'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0945 ***********************************************************************
 HC0945  DESIGNATION -  MARION
 HC0945  PID         -  HC0945
 HC0945  STATE/COUNTY-  MO/ST FRANCOIS
 HC0945  USGS QUAD   -  FRENCH VILLAGE (1964)
 HC0945
 HC0945                         *CURRENT SURVEY CONTROL
 HC0945  ___________________________________________________________________
 HC0945* NAD 83(1997)-  37 58 54.00223(N)    090 25 27.31426(W)     ADJUSTED  
 HC0945* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 HC0945  ___________________________________________________________________
 HC0945  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HC0945  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HC0945
 HC0945  HORZ ORDER  -  SECOND
 HC0945
 HC0945.The horizontal coordinates were established by classical geodetic methods
 HC0945.and adjusted by the National Geodetic Survey in February 2000..
 HC0945
 HC0945.The orthometric height was scaled from a topographic map.
 HC0945
 HC0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0945
 HC0945.The geoid height was determined by GEOID03.
 HC0945
 HC0945;                    North         East     Units Scale Factor Converg.
 HC0945;SPC MO E     -   238,400.207   256,654.174   MT  0.99993388   +0 02 47.8
 HC0945;UTM  15      - 4,206,911.430   726,218.566   MT  1.00023033   +1 35 08.9
 HC0945
 HC0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0945!SPC MO E     -   0.99995068  x   0.99993388  =   0.99988457
 HC0945!UTM  15      -   0.99995068  x   1.00023033  =   1.00018100
 HC0945
 HC0945:                Primary Azimuth Mark                     Grid Az
 HC0945:SPC MO E     -  MARION AZ MK                             130 45 39.6
 HC0945:UTM  15      -  MARION AZ MK                             129 13 18.5
 HC0945
 HC0945|---------------------------------------------------------------------|
 HC0945| PID    Reference Object                     Distance      Geod. Az  |
 HC0945|                                                           dddmmss.s |
 HC0945| CI4578 MARION AZ MK                                       1304827.4 |
 HC0945| CI4579 MARION RM 1                          25.345 METERS 19411     |
 HC0945| CI4580 MARION RM 2                          28.304 METERS 28734     |
 HC0945| JC1640 HALIFAX UNION ELEC MICROWAVE        APPROX. 6.1 KM 2905311.4 |
 HC0945|---------------------------------------------------------------------|
 HC0945
 HC0945                          SUPERSEDED SURVEY CONTROL
 HC0945
 HC0945  NAD 83(1997)-  37 58 54.00580(N)    090 25 27.31369(W) AD(       ) 2
 HC0945  NAD 83(1986)-  37 58 54.01537(N)    090 25 27.31093(W) AD(       ) 2
 HC0945  NAD 27      -  37 58 53.82400(N)    090 25 26.86500(W) AD(       ) 2
 HC0945
 HC0945.Superseded values are not recommended for survey control.
 HC0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0945.See file dsdata.txt to determine how the superseded data were derived.
 HC0945
 HC0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2621906911(NAD 83)
 HC0945_MARKER: DS = TRIANGULATION STATION DISK
 HC0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0945
 HC0945  HISTORY     - Date     Condition        Report By
 HC0945  HISTORY     - 1956     MONUMENTED       CGS
 HC0945
 HC0945                          STATION DESCRIPTION
 HC0945
 HC0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0945'THE STATION IS LOCATED AIRLINE, ABOUT 8 MILES NORTHEAST OF
 HC0945'BONNE TERRE AND ABOUT 11 MILES WEST-SOUTHWEST OF BLOOMSDALE
 HC0945'ALONG THE NORTHEAST SIDE OF COUNTY ROUTE Y.
 HC0945'
 HC0945'THE STATION IS A STANDARD DISK STAMPED MARION 1956 SET IN
 HC0945'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HC0945'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 30 FEET NORTHEAST
 HC0945'OF THE CENTER LINE OF COUNTY ROUTE Y AND 13 FEET NORTH OF
 HC0945'A WHITE WITNESS POST.
 HC0945'
 HC0945'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MARION
 HC0945'NO 1 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HC0945'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HC0945'7 FEET HIGHER THAN THE STATION.  IT IS 30 FEET SOUTHWEST
 HC0945'OF THE CENTER LINE OF COUNTY ROUTE Y.
 HC0945'
 HC0945'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MARION
 HC0945'NO 2 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HC0945'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HC0945'5 FEET HIGHER THAN THE STATION.  IT IS 30 FEET SOUTHWEST
 HC0945'OF THE CENTER LINE OF COUNTY ROUTE Y.
 HC0945'
 HC0945'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MARION 1956
 HC0945'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HC0945'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 175 FEET SOUTH
 HC0945'OF THE CENTER LINE OF THE INTERSECTION OF COUNTY ROUTES
 HC0945'D AND Y, 28 FEET EAST OF THE CENTER LINE OF COUNTY ROUTE
 HC0945'D AND 5 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A BOARD
 HC0945'GATE.
 HC0945'
 HC0945'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTLY
 HC0945'ON COUNTY ROUTE Y FOR 0.7 MILE TO AN INTERSECTION WITH COUNTY
 HC0945'ROUTE D AND THE AZIMUTH MARK.
 HC0945'
 HC0945'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 67
 HC0945'AND STATE ROUTE 47 WHICH IS ABOUT 1 MILE EAST OF BONNE TERRE,
 HC0945'GO NORTHERLY ON US HIGHWAY 67 FOR 8.0 MILES, TURN RIGHT
 HC0945'OFF THE HIGHWAY AND FOLLOW COUNTY ROUTE Y SOUTHEASTERLY FOR
 HC0945'4.6 MILES TO A WHITE WITNESS POST ON THE LEFT, NORTHEAST
 HC0945'SIDE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0877 ***********************************************************************
 GF0877  DESIGNATION -  MARIONVILLE
 GF0877  PID         -  GF0877
 GF0877  STATE/COUNTY-  MO/CHRISTIAN
 GF0877  USGS QUAD   -  CRANE (1974)
 GF0877
 GF0877                         *CURRENT SURVEY CONTROL
 GF0877  ___________________________________________________________________
 GF0877* NAD 83(1997)-  36 59 45.60987(N)    093 35 33.16164(W)     ADJUSTED  
 GF0877* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 GF0877  ___________________________________________________________________
 GF0877  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 GF0877  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 GF0877
 GF0877  HORZ ORDER  -  SECOND
 GF0877
 GF0877.The horizontal coordinates were established by classical geodetic methods
 GF0877.and adjusted by the National Geodetic Survey in February 2000..
 GF0877
 GF0877.The orthometric height was scaled from a topographic map.
 GF0877
 GF0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0877
 GF0877.The geoid height was determined by GEOID03.
 GF0877
 GF0877;                    North         East     Units Scale Factor Converg.
 GF0877;SPC MO C     -   129,566.997   402,750.504   MT  1.00004980   -0 39 27.0
 GF0877;SPC MO W     -    92,410.798   930,774.512   MT  1.00002152   +0 32 46.0
 GF0877;UTM  15      - 4,094,593.008   447,274.664   MT  0.99963425   -0 21 23.7
 GF0877
 GF0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0877!SPC MO C     -   0.99993644  x   1.00004980  =   0.99998623
 GF0877!SPC MO W     -   0.99993644  x   1.00002152  =   0.99995796
 GF0877!UTM  15      -   0.99993644  x   0.99963425  =   0.99957071
 GF0877
 GF0877|---------------------------------------------------------------------|
 GF0877| PID    Reference Object                     Distance      Geod. Az  |
 GF0877|                                                           dddmmss.s |
 GF0877| CI2445 MARIONVILLE RM 1                     13.789 METERS 04858     |
 GF0877| CI2444 MARIONVILLE AZ MK                                  1021038.9 |
 GF0877| CI2446 MARIONVILLE RM 2                     16.831 METERS 14252     |
 GF0877|---------------------------------------------------------------------|
 GF0877
 GF0877                          SUPERSEDED SURVEY CONTROL
 GF0877
 GF0877  NAD 83(1997)-  36 59 45.61045(N)    093 35 33.16177(W) AD(       ) 2
 GF0877  NAD 83(1997)-  36 59 45.61164(N)    093 35 33.16232(W) AD(       ) 2
 GF0877  NAD 83(1997)-  36 59 45.62037(N)    093 35 33.16247(W) AD(       ) 2
 GF0877  NAD 83(1986)-  36 59 45.62143(N)    093 35 33.16135(W) AD(       ) 2
 GF0877  NAD 27      -  36 59 45.41870(N)    093 35 32.44370(W) AD(       ) 2
 GF0877
 GF0877.Superseded values are not recommended for survey control.
 GF0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0877.See file dsdata.txt to determine how the superseded data were derived.
 GF0877
 GF0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4727594593(NAD 83)
 GF0877_MARKER: DS = TRIANGULATION STATION DISK
 GF0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0877+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 GF0877
 GF0877  HISTORY     - Date     Condition        Report By
 GF0877  HISTORY     - 1959     MONUMENTED       CGS
 GF0877  HISTORY     - 20040317 GOOD             MODNR
 GF0877
 GF0877                          STATION DESCRIPTION
 GF0877
 GF0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0877'THE STATION IS ABOUT 2 MILES EAST OF MARIONVILLE, ON THE
 GF0877'NORTH SIDE OF STATE HIGHWAY 173, AND IS ON THE WEST SIDE OF A
 GF0877'NORTH-SOUTH GRAVELED ROAD, IN THE SE CORNER OF SEC. 31, T. 27 N.,
 GF0877'R. 24 W., 153 FEET NORTH OF THE CENTERLINE OF HIGHWAY 173,
 GF0877'3 FEET EAST OF A WIRE FENCE, 3 FEET SOUTH OF A WITNESS POST AND
 GF0877'18 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 GF0877'IS FLUSH AND THE DISK IS STAMPED MARIONVILLE 1959.
 GF0877'
 GF0877'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 173
 GF0877'AND U.S. HIGHWAY 60 AT THE SOUTHEAST EDGE OF MARIONVILLE, GO
 GF0877'EAST ON HIGHWAY 173 FOR 2.15 MILES TO A SIDE ROAD LEFT AND THE
 GF0877'STATION ON THE LEFT*.
 GF0877'
 GF0877'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON HIGHWAY
 GF0877'173 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 GF0877'
 GF0877'REFERENCE MARK 1 IS 110 FEET SOUTH OF A T-FENCE CORNER, 1 FOOT
 GF0877'WEST OF A WIRE FENCE AND 18 FEET EAST OF THE CENTERLINE OF THE
 GF0877'GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GF0877'MARIONVILLE NO 1 1959.
 GF0877'
 GF0877'REFERENCE MARK 2 IS 15 FEET EAST OF THE CENTERLINE OF THE
 GF0877'GRAVELED ROAD, 110 FEET NORTH OF THE CENTERLINE OF HIGHWAY 173,
 GF0877'1 FOOT WEST OF THE WIRE FENCE AND 37 FEET NORTH OF A POWER
 GF0877'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MARIONVILLE
 GF0877'NO 2 1959.
 GF0877'
 GF0877'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 GF0877'173, 6 INCHES NORTH OF A WIRE FENCE AND 2 FEET SOUTHEAST OF A
 GF0877'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 GF0877'STAMPED MARIONVILLE 1959.
 GF0877'
 GF0877'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0877
 GF0877                          STATION RECOVERY (2004)
 GF0877
 GF0877'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (RWR)
 GF0877'17 MARCH 2004, RECOVERED THE STATION, REFERENCE MARK1, REFERENCE MARK
 GF0877'2, AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1346 ***********************************************************************
 HD1346  DESIGNATION -  MARIONVILLE MUNICIPAL TANK
 HD1346  PID         -  HD1346
 HD1346  STATE/COUNTY-  MO/LAWRENCE
 HD1346  USGS QUAD   -  CHESAPEAKE (1969)
 HD1346
 HD1346                         *CURRENT SURVEY CONTROL
 HD1346  ___________________________________________________________________
 HD1346* NAD 83(1997)-  37 00 13.52915(N)    093 38 34.87130(W)     ADJUSTED  
 HD1346* NAVD 88     -                                                        
 HD1346  ___________________________________________________________________
 HD1346  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 HD1346  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 HD1346
 HD1346  HORZ ORDER  -  THIRD
 HD1346
 HD1346.The horizontal coordinates were established by classical geodetic methods
 HD1346.and adjusted by the National Geodetic Survey in February 2000..
 HD1346
 HD1346
 HD1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1346
 HD1346.The geoid height was determined by GEOID03.
 HD1346
 HD1346;                    North         East     Units Scale Factor Converg.
 HD1346;SPC MO W     -    93,229.812   926,273.790   MT  1.00001282   +0 30 56.9
 HD1346;SPC MO C     -   130,480.412   398,267.809   MT  1.00006078   -0 41 16.8
 HD1346;UTM  15      - 4,095,482.493   442,789.108   MT  0.99964032   -0 23 13.3
 HD1346
 HD1346                          SUPERSEDED SURVEY CONTROL
 HD1346
 HD1346  NAD 83(1997)-  37 00 13.53025(N)    093 38 34.87172(W) AD(       ) 4
 HD1346  NAD 83(1997)-  37 00 13.53958(N)    093 38 34.87230(W) AD(       ) 4
 HD1346  NAD 83(1986)-  37 00 13.54143(N)    093 38 34.87124(W) AD(       ) 4
 HD1346  NAD 27      -  37 00 13.33500(N)    093 38 34.15200(W) AD(       ) 3
 HD1346
 HD1346.Superseded values are not recommended for survey control.
 HD1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1346.See file dsdata.txt to determine how the superseded data were derived.
 HD1346
 HD1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4278995482(NAD 83)
 HD1346_MARKER: 53 = ELEVATED TANK
 HD1346
 HD1346  HISTORY     - Date     Condition        Report By
 HD1346  HISTORY     - 1959     FIRST OBSERVED   CGS
 HD1346
 HD1346                          STATION DESCRIPTION
 HD1346
 HD1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1346'THE STATION IS THE CENTER OF THE TOP OF TANK LOCATED ON A HILL AT
 HD1346'THE WEST EDGE OF MARIONVILLE ABOUT 300 FEET NORTHEAST OF THE
 HD1346'JUNCTION OF W. LINCOLN AND CEMETERY STREETS.  THE TANK IS
 HD1346'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE.  THE TANK AND SUPPORTING
 HD1346'STRUCTURE IS PAINTED SILVER WITH THE LEGEND MARIONVILLE
 HD1346'IN LARGE BLACK LETTERS ON THE SOUTH SIDE OF THE TANK.  THE
 HD1346'HEIGHT IS APPROXIMATELY 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0725 ***********************************************************************
 GF0725  DESIGNATION -  MARK
 GF0725  PID         -  GF0725
 GF0725  STATE/COUNTY-  MO/OZARK
 GF0725  USGS QUAD   -  SMALLETT (1982)
 GF0725
 GF0725                         *CURRENT SURVEY CONTROL
 GF0725  ___________________________________________________________________
 GF0725* NAD 83(1997)-  36 47 05.41103(N)    092 44 54.44038(W)     ADJUSTED  
 GF0725* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 GF0725  ___________________________________________________________________
 GF0725  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 GF0725  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GF0725
 GF0725  HORZ ORDER  -  THIRD
 GF0725
 GF0725.The horizontal coordinates were established by classical geodetic methods
 GF0725.and adjusted by the National Geodetic Survey in February 2000..
 GF0725
 GF0725.The orthometric height was scaled from a topographic map.
 GF0725
 GF0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0725
 GF0725.The geoid height was determined by GEOID03.
 GF0725
 GF0725;                    North         East     Units Scale Factor Converg.
 GF0725;SPC MO C     -   105,605.051   477,823.846   MT  0.99993939   -0 08 55.6
 GF0725;UTM  15      - 4,071,033.508   522,444.353   MT  0.99960621   +0 09 02.3
 GF0725
 GF0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0725!SPC MO C     -   0.99993416  x   0.99993939  =   0.99987355
 GF0725!UTM  15      -   0.99993416  x   0.99960621  =   0.99954039
 GF0725
 GF0725|---------------------------------------------------------------------|
 GF0725| PID    Reference Object                     Distance      Geod. Az  |
 GF0725|                                                           dddmmss.s |
 GF0725| CI2448 MARK RM 1                            22.288 METERS 02945     |
 GF0725| GF0736 CANEY LOOKOUT TOWER                 APPROX. 4.2 KM 1881135.4 |
 GF0725| CI2447 MARK AZ MK                                         2235446.6 |
 GF0725| CI2449 MARK RM 2                            20.160 METERS 26648     |
 GF0725|---------------------------------------------------------------------|
 GF0725
 GF0725                          SUPERSEDED SURVEY CONTROL
 GF0725
 GF0725  NAD 83(1997)-  36 47 05.41267(N)    092 44 54.43834(W) AD(       ) 3
 GF0725  NAD 83(1986)-  36 47 05.42033(N)    092 44 54.43929(W) AD(       ) 3
 GF0725  NAD 27      -  36 47 05.20800(N)    092 44 53.82600(W) AD(       ) 3
 GF0725
 GF0725.Superseded values are not recommended for survey control.
 GF0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0725.See file dsdata.txt to determine how the superseded data were derived.
 GF0725
 GF0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2244471034(NAD 83)
 GF0725_MARKER: DS = TRIANGULATION STATION DISK
 GF0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0725
 GF0725  HISTORY     - Date     Condition        Report By
 GF0725  HISTORY     - 1954     MONUMENTED       CGS
 GF0725
 GF0725                          STATION DESCRIPTION
 GF0725
 GF0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 GF0725'THE STATION IS IN THE MARK TWAIN NATIONAL FOREST, 9 MILES EAST
 GF0725'OF BRADLEYVILLE, 5 MILES NORTH AND 5 MILES WEST OF THORNFIELD,
 GF0725'NEAR THE COMMON CORNER TO SECTIONS 5, 6, 7 AND 8, T 24 N, R 16 W.
 GF0725'IT IS 107 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 58 FEET
 GF0725'WEST OF THE CENTER OF A TRACK ROAD, 9 FEET EAST OF A CONCRETE
 GF0725'FOOTING AND 6 FEET NORTH OF A WITNESS POST.
 GF0725'
 GF0725'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125 AND
 GF0725'76 ABOUT 1/4 MILE SOUTH OF BRADLEYVILLE, GO EASTERLY ON
 GF0725'HIGHWAYS 125 AND 76 FOR 0.65 MILE TO THE JUNCTION OF THESE
 GF0725'HIGHWAYS, CONTINUE EASTERLY ON HIGHWAY 76 FOR 5.3 MILES TO A
 GF0725'T-JUNCTION AT TWO BRIDGES, TURN RIGHT AND GO SOUTHEAST ON A
 GF0725'GRAVELED ROAD 0.7 MILE TO A Y-JUNCTION, CONTINUE EASTERLY FOR
 GF0725'2.0 MILES TO A Y-JUNCTION AT A SCHOOLHOUSE, BEAR RIGHT AND
 GF0725'CONTINUE EASTERLY 1.1 MILES TO THE MC CLURG STORE ON THE LEFT,
 GF0725'CONTINUE EASTERLY FOR 0.3 MILE TO A T-JUNCTION, CONTINUE EAST
 GF0725'AND SOUTHEAST FOR 0.4 MILE TO A CATTLE GUARD, CONTINUE
 GF0725'EASTERLY FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 GF0725'CONTINUE EAST FOR 0.4 MILE TO THE HIGHEST POINT OF A HILL
 GF0725'AND THE STATION.
 GF0725'
 GF0725'REFERENCE MARK 1 IS 39 FEET SOUTH OF THE CENTER OF THE ROAD.
 GF0725'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MARK NO 1 1953.
 GF0725'
 GF0725'REFERENCE MARK 2 IS 67 FEET WEST OF THE WITNESS POST.  THE MARK
 GF0725'PROJECTS 3 INCHES AND THE DISK IS STAMPED MARK NO 2 1953.
 GF0725'
 GF0725'THE AZIMUTH MARK IS 46 FEET WEST OF A TELEPHONE POLE, 26 FEET
 GF0725'SOUTH OF THE CENTER OF THE ROAD AND 2 FEET NORTHEAST OF A
 GF0725'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GF0725'IS STAMPED MARK 1953.
 GF0725'
 GF0725'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2717 ***********************************************************************
 JD2717  DESIGNATION -  MARK NEAR SAC
 JD2717  PID         -  JD2717
 JD2717  STATE/COUNTY-  MO/ST CLAIR
 JD2717  USGS QUAD   -  OSCEOLA (1991)
 JD2717
 JD2717                         *CURRENT SURVEY CONTROL
 JD2717  ___________________________________________________________________
 JD2717* NAD 83(1997)-  38 02 09.06499(N)    093 42 46.31627(W)     ADJUSTED  
 JD2717* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 JD2717  ___________________________________________________________________
 JD2717  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 JD2717  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JD2717
 JD2717  HORZ ORDER  -  SECOND
 JD2717
 JD2717.The horizontal coordinates were established by classical geodetic methods
 JD2717.and adjusted by the National Geodetic Survey in February 2000..
 JD2717
 JD2717.The orthometric height was scaled from a topographic map.
 JD2717
 JD2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2717
 JD2717.The geoid height was determined by GEOID03.
 JD2717
 JD2717;                    North         East     Units Scale Factor Converg.
 JD2717;SPC MO W     -   207,721.575   919,098.742   MT  0.99999996   +0 29 06.1
 JD2717;UTM  15      - 4,210,032.611   437,442.392   MT  0.99964820   -0 26 21.3
 JD2717
 JD2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2717!SPC MO W     -   0.99996449  x   0.99999996  =   0.99996445
 JD2717!UTM  15      -   0.99996449  x   0.99964820  =   0.99961270
 JD2717
 JD2717                          SUPERSEDED SURVEY CONTROL
 JD2717
 JD2717  NAD 83(1997)-  38 02 09.06640(N)    093 42 46.31613(W) AD(       ) 2
 JD2717  NAD 83(1997)-  38 02 09.07490(N)    093 42 46.31476(W) AD(       ) 2
 JD2717  NAD 83(1986)-  38 02 09.07498(N)    093 42 46.31453(W) AD(       ) 2
 JD2717  NAD 27      -  38 02 08.96300(N)    093 42 45.56000(W) AD(       ) 2
 JD2717
 JD2717.Superseded values are not recommended for survey control.
 JD2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2717.See file dsdata.txt to determine how the superseded data were derived.
 JD2717
 JD2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3744210033(NAD 83)
 JD2717_MARKER: DR = REFERENCE MARK DISK
 JD2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD2717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2717+STABILITY: SURFACE MOTION
 JD2717
 JD2717  HISTORY     - Date     Condition        Report By
 JD2717  HISTORY     - 1948     MONUMENTED       USE
 JD2717
 JD2717                          STATION DESCRIPTION
 JD2717
 JD2717'DESCRIBED BY US ENGINEERS 1948
 JD2717'THE U.S.E.D. MARK IS
 JD2717'NORTH-NORTHWEST OF THE STATION, 4 FEET WEST OF 4 INCH OAK TREE
 JD2717'BLAZED ON FOUR SIDES AND 70 FEET WEST OF TRACK ROAD.  IT IS SET IN
 JD2717'AN 8 INCH CIRCULAR CONCRETE POST PROJECTING 5 INCHES.  THERE ARE
 JD2717'NO STAMPINGS ON THE MARK.
 JD2717'
 JD2717'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT HOUSE
 JD2717'IN OSCEOLA, GO SOUTH ON STATE ROUTE 13 FOR 0.2 MILE TO JUNCTION OF
 JD2717'HIGHWAYS 82 AND 13, CONTINUE STRAIGHT AHEAD ON 82 FOR 0.75 MILE TO
 JD2717'GATE IN WIRE FENCE LINE ON THE LEFT, (CONTINUE SOUTH ON STATE
 JD2717'ROUTE 82 FOR 0.3 MILE TO THE BENCH MARK ON THE EAST SIDE AS
 JD2717'DESCRIBED).  TURN LEFT THROUGH WIRE GATE AND FOLLOW TRACK ROAD
 JD2717'UP HILL IN A SOUTHEASTERLY DIRECTION FOR 0.3 MILE TO THE STATION
 JD2717'ON THE WEST SIDE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2703 ***********************************************************************
 JD2703  DESIGNATION -  MARK NEAR WAR
 JD2703  PID         -  JD2703
 JD2703  STATE/COUNTY-  MO/BENTON
 JD2703  USGS QUAD   -  SHAWNEE BEND (1983)
 JD2703
 JD2703                         *CURRENT SURVEY CONTROL
 JD2703  ___________________________________________________________________
 JD2703* NAD 83(1997)-  38 17 52.63927(N)    093 26 03.95729(W)     ADJUSTED  
 JD2703* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 JD2703  ___________________________________________________________________
 JD2703  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 JD2703  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JD2703
 JD2703  HORZ ORDER  -  SECOND
 JD2703
 JD2703.The horizontal coordinates were established by classical geodetic methods
 JD2703.and adjusted by the National Geodetic Survey in February 2000..
 JD2703
 JD2703.The orthometric height was scaled from a topographic map.
 JD2703
 JD2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2703
 JD2703.The geoid height was determined by GEOID03.
 JD2703
 JD2703;                    North         East     Units Scale Factor Converg.
 JD2703;SPC MO C     -   273,915.950   418,264.268   MT  1.00001558   -0 34 44.9
 JD2703;SPC MO W     -   237,058.030   943,207.247   MT  1.00004813   +0 39 37.6
 JD2703;UTM  15      - 4,238,963.880   462,012.734   MT  0.99961777   -0 16 09.3
 JD2703
 JD2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2703!SPC MO C     -   0.99996722  x   1.00001558  =   0.99998280
 JD2703!SPC MO W     -   0.99996722  x   1.00004813  =   1.00001535
 JD2703!UTM  15      -   0.99996722  x   0.99961777  =   0.99958500
 JD2703
 JD2703                          SUPERSEDED SURVEY CONTROL
 JD2703
 JD2703  NAD 83(1997)-  38 17 52.64465(N)    093 26 03.95743(W) AD(       ) 2
 JD2703  NAD 83(1986)-  38 17 52.64895(N)    093 26 03.95667(W) AD(       ) 2
 JD2703  NAD 27      -  38 17 52.56500(N)    093 26 03.21400(W) AD(       ) 2
 JD2703
 JD2703.Superseded values are not recommended for survey control.
 JD2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2703.See file dsdata.txt to determine how the superseded data were derived.
 JD2703
 JD2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC6201338964(NAD 83)
 JD2703_MARKER: B = BOLT
 JD2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2703_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2703+STABILITY: SURFACE MOTION
 JD2703
 JD2703  HISTORY     - Date     Condition        Report By
 JD2703  HISTORY     - 1948     MONUMENTED       USE
 JD2703
 JD2703                          STATION DESCRIPTION
 JD2703
 JD2703'DESCRIBED BY US ENGINEERS 1948
 JD2703'IT IS A COPPER BOLT
 JD2703'WITH A CROSS ON THE TOP OF THE HEAD.  THE BOLT IS SET IN A
 JD2703'CONCRETE BLOCK ABOUT 8 INCHES SQUARE AND PROJECTS ABOUT 1/2 INCH.
 JD2703'THERE ARE NO STAMPINGS ON THE MARK
 JD2703'
 JD2703'TO REACH THE STATION FROM THE COURT HOUSE IN WARSAW, GO WEST ON
 JD2703'MAIN STREET FOR 0.2 MILE, RIGHT, NORTH, 0.1 MILE, LEFT 0.1 MILE,
 JD2703'NORTH 0.1 MILE, WEST 0.2 MILE TO THE END OF THE SURFACED ROAD,
 JD2703'CONTINUE NORTHEAST ON GRAVELED ROAD FOR 1.2 MILES TO A FORK, BEAR
 JD2703'RIGHT AND GO 2.9 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST
 JD2703'FOR 0.5 MILE TO A FORK, BEAR LEFT AND CONTINUE FOR 2.1 MILES TO
 JD2703'A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH AND EAST FOR 1.4 MILES
 JD2703'TO A FARM HOUSE ON THE SOUTH SIDE OF THE ROAD AND A WIRE GATE
 JD2703'IN A FENCE CORNER ABOUT 200 FEET NORTHWEST OF THE FARM HOUSE,
 JD2703'TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD UP HILL IN A
 JD2703'NORTHWESTERLY DIRECTION FOR 0.25 MILE TO THE TOP OF THE HILL AND
 JD2703'THE STATION JUST SOUTH OF THE HIGHEST POINT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0458 ***********************************************************************
 LE0458  DESIGNATION -  MARQUESS
 LE0458  PID         -  LE0458
 LE0458  STATE/COUNTY-  MO/KNOX
 LE0458  USGS QUAD   -  EDINA SE (1965)
 LE0458
 LE0458                         *CURRENT SURVEY CONTROL
 LE0458  ___________________________________________________________________
 LE0458* NAD 83(1997)-  40 03 34.86952(N)    092 06 32.38562(W)     ADJUSTED  
 LE0458* NAVD 88     -       245.87   (+/-2cm)     806.7    (feet)  VERTCON   
 LE0458  ___________________________________________________________________
 LE0458  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 LE0458  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LE0458
 LE0458  HORZ ORDER  -  FIRST
 LE0458  VERT ORDER  -  THIRD ? (See Below)
 LE0458
 LE0458.The horizontal coordinates were established by classical geodetic methods
 LE0458.and adjusted by the National Geodetic Survey in February 2000..
 LE0458
 LE0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0458.The vertical order pertains to the NGVD 29 superseded value.
 LE0458
 LE0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0458
 LE0458.The geoid height was determined by GEOID03.
 LE0458
 LE0458;                    North         East     Units Scale Factor Converg.
 LE0458;SPC MO C     -   469,148.496   533,358.071   MT  0.99994703   +0 15 05.9
 LE0458;UTM  15      - 4,434,762.098   575,990.105   MT  0.99967109   +0 34 24.5
 LE0458
 LE0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0458!SPC MO C     -   0.99996650  x   0.99994703  =   0.99991353
 LE0458!UTM  15      -   0.99996650  x   0.99967109  =   0.99963760
 LE0458
 LE0458|---------------------------------------------------------------------|
 LE0458| PID    Reference Object                     Distance      Geod. Az  |
 LE0458|                                                           dddmmss.s |
 LE0458| CL9850 MARQUESS RM 1                       136.255 METERS 00750     |
 LE0458| CL9849 MARQUESS AZ MK                                     0100644.5 |
 LE0458| CL9851 MARQUESS RM 2                        85.954 METERS 08824     |
 LE0458| LE0464 NICHOLS RESET                       APPROX.16.2 KM 2754008.6 |
 LE0458| LE0461 EDINA MUNICIPAL TANK                APPROX.13.3 KM 3361018.9 |
 LE0458| LE0460 EDINA ST JOSEPHS CATH CH SPIRE      APPROX.13.6 KM 3361731.2 |
 LE0458|---------------------------------------------------------------------|
 LE0458
 LE0458                          SUPERSEDED SURVEY CONTROL
 LE0458
 LE0458  NAD 83(1997)-  40 03 34.86936(N)    092 06 32.39261(W) AD(       ) 1
 LE0458  NAD 83(1997)-  40 03 34.86928(N)    092 06 32.39250(W) AD(       ) 1
 LE0458  NAD 83(1986)-  40 03 34.87548(N)    092 06 32.39588(W) AD(       ) 1
 LE0458  NAD 27      -  40 03 34.73020(N)    092 06 31.75090(W) AD(       ) 1
 LE0458  NGVD 29 (07/19/86)  245.91   (m)          806.8    (f) LEVELING    3  
 LE0458
 LE0458.Superseded values are not recommended for survey control.
 LE0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0458.See file dsdata.txt to determine how the superseded data were derived.
 LE0458
 LE0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE7599034762(NAD 83)
 LE0458_MARKER: DS = TRIANGULATION STATION DISK
 LE0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0458
 LE0458  HISTORY     - Date     Condition        Report By
 LE0458  HISTORY     - 1934     MONUMENTED       CGS
 LE0458  HISTORY     - 1967     GOOD             CGS
 LE0458
 LE0458                          STATION DESCRIPTION
 LE0458
 LE0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0458'STATION IS ABOUT 8 MILES SE OF EDINA, AND 6 MILES NE OF NOVELTY,
 LE0458'IN THE SE CORNER OF THE NW 1/4 SEC. 27, T 61 N, R 11 W. ON
 LE0458'PROPERTY LINE BETWEEN LAND OWNED BY ELLA MARQUESS, AND OCCUPIED BY
 LE0458'JOE PINSON, ON THE N AND LAND OWNED BY THE BAILES MORTGAGE CO., AND
 LE0458'OCCUPIED BY J. HALL ON THE S.  THE STATION MARK IS ABOUT 0.1
 LE0458'MILE SW OF THE PINSON HOUSE IN PASTURE, 283 FEET W OF FENCE CORNER,
 LE0458'1 FOOT N OF FENCE LINE (PROPERTY LINE), 30 FEET W OF A WILD PLUM
 LE0458'GROVE, ABOUT 300 FEET E OF FENCE CORNER, AND PROJECTS 4 INCHES.
 LE0458'OF FENCE CORNER, AND PROJECTS 4 INCHES.
 LE0458'
 LE0458'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LE0458'DISKS SET IN CONCRETE.
 LE0458'
 LE0458'REFERENCE MARK NO.1 IS N OF THE STATION, 1 FOOT S OF FENCE
 LE0458'LINE, 18 FEET E OF THE SE CORNER OF BARN, AND PROJECTS 8
 LE0458'INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 487.82
 LE0458'FEET.
 LE0458'
 LE0458'REFERENCE MARK NO.2 IS E OF THE STATION, 2 FEET NNW OF FENCE CORNER
 LE0458'25 FEET W OF THE CENTER LINE OF ROAD, AND PROJECTS 10 INCHES.
 LE0458'
 LE0458'AZIMUTH MARK IS NNE OF THE STATION, 0.1 MILE E OF BEN WOODWARDS
 LE0458'HOUSE, 0.05 MILE E OF T-INTERSECTION, 1 FOOT S OF FENCE LINE,
 LE0458'15 FEET S OF CENTER LINE OF ROAD, AND PROJECTS 7 INCHES.
 LE0458'
 LE0458'TO REACH FROM EDINA, GO S ON HIGHWAY 15 FROM ITS INTERSECTION
 LE0458'WITH HIGHWAY 6 (TWO BLOCKS W OF SQUARE) FOR 6 MILES TO CROSSROAD,
 LE0458'THEN E ON DIRT ROAD 3.35 MILES, THENCE S 0.25 MILE, THENCE E 0.25
 LE0458'MILE TO S TURN.  S FROM HERE 1.15 MILES TO GATE AND WIND-MILL ON W
 LE0458'AND PINSONS HOUSE ON THE E.  THENCE SW ACROSS PASTURE TO GAP IN
 LE0458'HEDGE ALONG FENCE LINE ON TOP OF HILL AND STATION.
 LE0458'
 LE0458'ALL LIGHTS CAME INTO VIEW AT 77 FEET.
 LE0458
 LE0458                          STATION RECOVERY (1967)
 LE0458
 LE0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0458'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 LE0458'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 LE0458'AZIMUTH MARK WAS NOT RECOVERED AND WAS ASSUMED THE MARK WAS
 LE0458'DESTROYED WHEN THE ROAD WAS WIDENED.  NO OBJECTS WERE VISIBLE AT THE
 LE0458'STATION SITE SO A NEW AZIMUTH MARK COULD NOT BE SET.
 LE0458'
 LE0458'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 15
 LE0458'IN EDINA, GO SOUTH ON STATE HIGHWAY 15 FOR 6.0 MILES TO THE JUNCTION
 LE0458'OF COUNTY ROAD TT.  TURN LEFT AND GO EAST AND SOUTH ON COUNTY ROAD
 LE0458'TT FOR 5.0 MILES TO A WINDMILL AND BARN ON THE RIGHT AND THE
 LE0458'STATION IS ABOUT 0.1 MILE SOUTHWEST OF THIS POINT ON THE NORTH SIDE
 LE0458'OF AN EAST-WEST FENCE.
 LE0458'
 LE0458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 LE0458'NORTHEAST OF NOVELTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1816 ***********************************************************************
 JD1816  DESIGNATION -  MARRKINNEY
 JD1816  PID         -  JD1816
 JD1816  STATE/COUNTY-  MO/JOHNSON
 JD1816  USGS QUAD   -  WARRENSBURG WEST (1981)
 JD1816
 JD1816                         *CURRENT SURVEY CONTROL
 JD1816  ___________________________________________________________________
 JD1816* NAD 83(1997)-  38 46 39.06619(N)    093 48 05.45438(W)     ADJUSTED  
 JD1816* NAVD 88     -       240.522  (meters)     789.11   (feet)  ADJUSTED  
 JD1816  ___________________________________________________________________
 JD1816  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 JD1816  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1816  DYNAMIC HT  -         240.359 (meters)     788.58  (feet)  COMP
 JD1816  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 JD1816
 JD1816  HORZ ORDER  -  SECOND
 JD1816  VERT ORDER  -  FIRST     CLASS II
 JD1816
 JD1816.This mark is at Skyhaven Airport (9K4)
 JD1816
 JD1816.The horizontal coordinates were established by classical geodetic methods
 JD1816.and adjusted by the National Geodetic Survey in February 2000..
 JD1816
 JD1816.The orthometric height was determined by differential leveling
 JD1816.and adjusted by the National Geodetic Survey in June 1991..
 JD1816
 JD1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1816
 JD1816.The geoid height was determined by GEOID03.
 JD1816
 JD1816.The dynamic height is computed by dividing the NAVD 88
 JD1816.geopotential number by the normal gravity value computed on the
 JD1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1816.degrees latitude (g = 980.6199 gals.).
 JD1816
 JD1816.The modeled gravity was interpolated from observed gravity values.
 JD1816
 JD1816;                    North         East     Units Scale Factor Converg.
 JD1816;SPC MO W     -   289,984.119   910,693.022   MT  0.99998652   +0 26 14.9
 JD1816;UTM  15      - 4,292,393.033   430,378.080   MT  0.99965969   -0 30 07.2
 JD1816
 JD1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1816!SPC MO W     -   0.99996740  x   0.99998652  =   0.99995392
 JD1816!UTM  15      -   0.99996740  x   0.99965969  =   0.99962710
 JD1816
 JD1816|---------------------------------------------------------------------|
 JD1816| PID    Reference Object                     Distance      Geod. Az  |
 JD1816|                                                           dddmmss.s |
 JD1816| CN7379 MARRKINNEY RM 4                      10.150 METERS 00333     |
 JD1816| JD2753 WARRENSBURG JOHNSON CO CTHSE        APPROX. 5.4 KM 1043740.1 |
 JD1816| JD2751 WARRENSBURG MUN STANDPIPE           APPROX. 5.6 KM 1082901.3 |
 JD1816| JD2750 WARRENSBURG CENTRAL MO COL STK      APPROX. 6.0 KM 1090837.5 |
 JD1816| CN7376 MARRKINNEY RM 1                      37.905 METERS 11825     |
 JD1816| CN7377 MARRKINNEY RM 2                      27.743 METERS 24806     |
 JD1816| CN7375 MARRKINNEY AZ MK 2                                 2693702.9 |
 JD1816| CN7374 MARRKINNEY AZ MK                                   2711839.5 |
 JD1816| CN7378 MARRKINNEY RM 3                      41.489 METERS 27734     |
 JD1816|---------------------------------------------------------------------|
 JD1816
 JD1816                          SUPERSEDED SURVEY CONTROL
 JD1816
 JD1816  NAD 83(1997)-  38 46 39.06694(N)    093 48 05.45443(W) AD(       ) 2
 JD1816  NAD 83(1986)-  38 46 39.07441(N)    093 48 05.45294(W) AD(       ) 2
 JD1816  NAD 27      -  38 46 39.03500(N)    093 48 04.66700(W) AD(       ) 2
 JD1816  NGVD 29 (??/??/92)  240.424  (m)          788.79   (f) ADJ UNCH    1 2
 JD1816
 JD1816.Superseded values are not recommended for survey control.
 JD1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1816.See file dsdata.txt to determine how the superseded data were derived.
 JD1816
 JD1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC3037892393(NAD 83)
 JD1816_MARKER: DS = TRIANGULATION STATION DISK
 JD1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1816_STAMPING: MARRKINNEY 1948
 JD1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1816+STABILITY: SURFACE MOTION
 JD1816
 JD1816  HISTORY     - Date     Condition        Report By
 JD1816  HISTORY     - 1948     MONUMENTED       CGS
 JD1816  HISTORY     - 1963     GOOD             NGS
 JD1816  HISTORY     - 1968     GOOD             CGS
 JD1816
 JD1816                          STATION DESCRIPTION
 JD1816
 JD1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD1816'THE STATION IS LOCATED ON A NEW AIRPORT BEING BUILT BY J.K. MARR
 JD1816'AND R. MC KINNEY OF WARRENSBURG.  IT IS ABOUT 3.0 MILES WEST OF
 JD1816'WARRENSBURG, 76.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 50,
 JD1816'AND IS IN THE CENTER OF A PLOT OF GROUND FORMED BY A SEMI-CIRCULAR
 JD1816'ROAD, AND IS 233.0 FEET WEST OF THE SOUTHWEST CORNER OF LAKIN
 JD1816'FLYING SERVICE HANGER.  IT IS SET FLUSH WITH THE GROUND AND IS
 JD1816'STAMPED MARRKINNEY 1948.
 JD1816'
 JD1816'REFERENCE MARK NO. 1 IS 62.0 FEET NORTH OF THE CENTER OF U.S.
 JD1816'HIGHWAY NO. 50, 29.2 FEET WEST-NORTHWEST OF THE CENTER OF A GRAVELED
 JD1816'DRIVE, AND 1.5 FEET WEST OF A POWER LINE POLE.  IT IS SET FLUSH
 JD1816'WITH THE GROUND AND IS STAMPED MARRKINNEY NO 1 1948.
 JD1816'
 JD1816'REFERENCE MARK NO. 2 IS 61.0 FEET EAST OF THE CENTER OF A GRAVELED
 JD1816'DRIVE, 33.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 50, AND
 JD1816'5.5 FEET NORTHEAST OF A POWER LINE POLE.  IT PROJECTS 3 INCHES
 JD1816'AND IS STAMPED MARRKINNEY NO 2 1948.
 JD1816'
 JD1816'AZIMUTH MARK IS DIRECTLY ACROSS THE ROAD FROM A FARM HOUSE, 29.0
 JD1816'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 50, 1.5 FEET
 JD1816'EAST OF A WITNESS POST, AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS
 JD1816'7 INCHES AND IS STAMPED MARRKINNEY 1948.
 JD1816'
 JD1816'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 50
 JD1816'AND STATE HIGHWAY NO. 13 IN WARRENSBURG, GO WEST ON U.S. HIGHWAY
 JD1816'NO. 50 FOR 3.7 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 JD1816'
 JD1816'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 JD1816'NO. 50 FOR 0.75 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JD1816'
 JD1816'A 100 FOOT SIGNAL AT NORMAL 2 IS VISIBLE AT 50 FEET.
 JD1816'
 JD1816'A 74 FOOT SIGNAL AT CALDWELL 1882 1922 1948 IS VISIBLE AT
 JD1816'77 FEET.
 JD1816'
 JD1816'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD1816
 JD1816                          STATION RECOVERY (1963)
 JD1816
 JD1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1816'5.2 MI NW FROM WARRENSBURG.
 JD1816'AT THE SKY HAVEN MOTEL WHICH IS AT THE SKY HAVEN AIRPORT, 77
 JD1816'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 50, 49 FEET
 JD1816'NORTHEAST OF A SIGN WHICH READS SKY HAVEN MOTEL, 37 FEET SOUTH
 JD1816'OF A FENCE AROUND A SWIMMING POOL, AND SET IN THE TOP OF A
 JD1816'CONCRETE POST LEVEL WITH THE FRONT LAWN OF THE MOTEL.
 JD1816
 JD1816                          STATION RECOVERY (1968)
 JD1816
 JD1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JD1816'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 JD1816'IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT
 JD1816'FOUND AND WAS ASSUMED THE MARKS WERE DESTROYED WHEN MOTEL WAS
 JD1816'BUILT IN THE AREA.  THE AZIMUTH MARK WAS IN THE WAY OF ROAD
 JD1816'CONSTRUCTION AND WAS RESET IN A NEW LOCATION.
 JD1816'
 JD1816'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND AN AZIMUTH MARK
 JD1816'WERE SET.
 JD1816'
 JD1816'FOLLOWING IS A NEW DESCRIPTION.
 JD1816'
 JD1816'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF WARRENSBURG, AT
 JD1816'THE SOUTH SIDE OF THE TRAVE LODGE MOTEL, AND ON THE NORTH
 JD1816'RIGHT-OF-WAY OF U.S. HIGHWAY 50.
 JD1816'
 JD1816'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JD1816'STATE HIGHWAY 13 AT THE NORTHEAST EDGE OF WARRENSBURG, GO WEST ON
 JD1816'U.S. HIGHWAY 50 FOR 3.6 MILES TO THE MOTEL AND STATION ON THE
 JD1816'RIGHT.
 JD1816'
 JD1816'STATION SURFACE MARK, A STANDARD DISK STAMPED MARRKINNEY 1948, IS
 JD1816'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 JD1816'SURFACE OF THE GROUND.  IT IS 77 FEET NORTH OF THE CENTER OF THE
 JD1816'WEST BOUND LANE OF U.S. HIGHWAY 50, 57.2 FEET SOUTHWEST OF THE
 JD1816'SOUTHEAST CORNER POST OF FENCED SWIMMING POOL, 43.9 FEET
 JD1816'SOUTHEAST OF THE SOUTHWEST CORNER POST OF THE FENCE POOL, 35.4
 JD1816'FEET SOUTH OF THE SOUTH EDGE OF CONCRETE WALK AT SOUTH EDGE OF
 JD1816'POOL, AND 6 FEET SOUTH OF THE NORTH EDGE OF THE ROAD
 JD1816'RIGHT-OF-WAY.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JD1816'
 JD1816'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MARRKINNEY 1948
 JD1816'NO. 3 1968, IS CEMENTED IN A DRILL HOLE IN THE SOUTH SIDE AND THE
 JD1816'TOP OF A LARGE CONCRETE FOUNDATION WHICH SUPPORTS A LARGE SIGN FOR
 JD1816'THE TRAVE LODGE MOTEL, AND PROJECTS 1.5 FEET.
 JD1816'
 JD1816'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MARRKINNEY 1948 NO.
 JD1816'4 1968, IS CEMENTED IN A DRILL HOLE IN A 3-1/2 IN. BY 3-1/2 IN.
 JD1816'CONCRETE DRAIN FOR THE SWIMMING POLE AT THE WEST SIDE AND CENTER
 JD1816'OF THE DRAIN AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 JD1816'IS 2 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE WALK AT SOUTH
 JD1816'SIDE OF THE POOL.
 JD1816'
 JD1816'AZIMUTH MARK, A STANDARD DISK STAMPED MARRKINNEY 1948 1968, IS
 JD1816'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 JD1816'IT IS 152 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF MRS.
 JD1816'W.C. TUCKERS HOUSE, 90 FEET SOUTH OF THE CENTER OF THE EAST BOUND
 JD1816'LANE OF U.S. HIGHWAY 50, 38 FEET EAST OF THE CENTER OF THE EAST
 JD1816'DRIVE, 9.5 FEET EAST OF A WELL PUMP, 3 FEET SOUTH OF A CORNER
 JD1816'POST USED FOR A BRACE.
 JD1816'
 JD1816'AZIMUTH MARK IS 1 FOOT EAST OF A FENCE.
 JD1816'
 JD1816'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 JD1816'50 FOR 0.85 MILE TO A DRIVEWAY LEADING TO MRS. TUCKERS FARMHOUSE.
 JD1816'TURN LEFT AND GO SOUTH ON THE DRIVEWAY FOR ABOUT 200 FEET TO THE
 JD1816'AZIMUTH MARK ON THE LEFT.
 JD1816'
 JD1816'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 JD1816'MILES WEST OF WARRENSBURG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0973 ***********************************************************************
 KD0973  DESIGNATION -  MARSHALL AZ MK 2
 KD0973  PID         -  KD0973
 KD0973  STATE/COUNTY-  MO/SALINE
 KD0973  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0973
 KD0973                         *CURRENT SURVEY CONTROL
 KD0973  ___________________________________________________________________
 KD0973* NAD 83(1986)-  39 06 07.     (N)    093 12 02.     (W)     SCALED    
 KD0973* NAVD 88     -       234.145  (meters)     768.19   (feet)  ADJUSTED  
 KD0973  ___________________________________________________________________
 KD0973  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0973  DYNAMIC HT  -         234.000 (meters)     767.72  (feet)  COMP
 KD0973  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 KD0973
 KD0973  VERT ORDER  -  FIRST     CLASS II
 KD0973
 KD0973.The horizontal coordinates were scaled from a topographic map and have
 KD0973.an estimated accuracy of +/- 6 seconds.
 KD0973
 KD0973.The orthometric height was determined by differential leveling
 KD0973.and adjusted by the National Geodetic Survey in June 1991..
 KD0973
 KD0973.The geoid height was determined by GEOID03.
 KD0973
 KD0973.The dynamic height is computed by dividing the NAVD 88
 KD0973.geopotential number by the normal gravity value computed on the
 KD0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0973.degrees latitude (g = 980.6199 gals.).
 KD0973
 KD0973.The modeled gravity was interpolated from observed gravity values.
 KD0973
 KD0973;                    North         East    Units  Estimated Accuracy
 KD0973;SPC MO C     -   362,980.      439,400.      MT  (+/- 180 meters Scaled)
 KD0973
 KD0973                          SUPERSEDED SURVEY CONTROL
 KD0973
 KD0973.No superseded survey control is available for this station.
 KD0973
 KD0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD826281(NAD 83)
 KD0973_MARKER: DZ = AZIMUTH MARK DISK
 KD0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0973_SP_SET: CONCRETE POST
 KD0973_STAMPING: MARSHALL 1969 NO 2 1986
 KD0973_MARK LOGO: NGS   
 KD0973_PROJECTION: FLUSH
 KD0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0973+STABILITY: SURFACE MOTION
 KD0973
 KD0973  HISTORY     - Date     Condition        Report By
 KD0973  HISTORY     - 1986     MONUMENTED       NGS
 KD0973  HISTORY     - 20010823 POOR             INDIV
 KD0973
 KD0973                          STATION DESCRIPTION
 KD0973
 KD0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0973'7.6 KM (4.7 MI) SE FROM MARSHALL.
 KD0973'2.5 KM (1.55 MI) EASTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0973'WITH U.S. HIGHWAY 65 IN MARSHALL, THENCE 4.3 KM (2.65 MI) SOUTHERLY
 KD0973'ALONG U.S. HIGHWAY 65 BUSINESS, THENCE 0.5 KM (0.25 MI) WEST ALONG THE
 KD0973'MARSHALL MEMORIAL AIRPORT ENTRANCE ROAD, THENCE 0.4 KM (0.25 MI) NORTH
 KD0973'ALONG A RUNWAY, AND 15.2 M (49.9 FT) WEST OF THE RUNWAYS NORTHWEST
 KD0973'CORNER.  NOTE--AN UNDERGROUND MARK STAMPED--MARSHALL AZ MK 2 1986--WAS
 KD0973'SET 42-INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK WAS
 KD0973'STAMPED WRONG AND IS STAMPED AS ABOVE.
 KD0973'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 KD0973
 KD0973                          STATION RECOVERY (2001)
 KD0973
 KD0973'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JDT)
 KD0973'MARKER BASE FOUND BUT DISK IS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0971 ***********************************************************************
 KD0971  DESIGNATION -  MARSHALL AZ MK RESET
 KD0971  PID         -  KD0971
 KD0971  STATE/COUNTY-  MO/SALINE
 KD0971  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0971
 KD0971                         *CURRENT SURVEY CONTROL
 KD0971  ___________________________________________________________________
 KD0971* NAD 83(1986)-  39 05 54.     (N)    093 11 52.     (W)     SCALED    
 KD0971* NAVD 88     -       235.942  (meters)     774.09   (feet)  ADJUSTED  
 KD0971  ___________________________________________________________________
 KD0971  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0971  DYNAMIC HT  -         235.796 (meters)     773.61  (feet)  COMP
 KD0971  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 KD0971
 KD0971  VERT ORDER  -  FIRST     CLASS II
 KD0971
 KD0971.This mark is at Marshall Mem Municipal Airport (MHL)
 KD0971
 KD0971.The horizontal coordinates were scaled from a topographic map and have
 KD0971.an estimated accuracy of +/- 6 seconds.
 KD0971
 KD0971.The orthometric height was determined by differential leveling
 KD0971.and adjusted by the National Geodetic Survey in June 1991..
 KD0971
 KD0971.The geoid height was determined by GEOID03.
 KD0971
 KD0971.The dynamic height is computed by dividing the NAVD 88
 KD0971.geopotential number by the normal gravity value computed on the
 KD0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0971.degrees latitude (g = 980.6199 gals.).
 KD0971
 KD0971.The modeled gravity was interpolated from observed gravity values.
 KD0971
 KD0971;                    North         East    Units  Estimated Accuracy
 KD0971;SPC MO C     -   362,580.      439,640.      MT  (+/- 180 meters Scaled)
 KD0971
 KD0971                          SUPERSEDED SURVEY CONTROL
 KD0971
 KD0971.No superseded survey control is available for this station.
 KD0971
 KD0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD828277(NAD 83)
 KD0971_MARKER: DZ = AZIMUTH MARK DISK
 KD0971_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KD0971+WITH SETTING: PAVEMENT
 KD0971_SP_SET: TOWER FOUNDATION
 KD0971_STAMPING: MARSHALL 1949 1969
 KD0971_MARK LOGO: CGS   
 KD0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0971+STABILITY: SURFACE MOTION
 KD0971
 KD0971  HISTORY     - Date     Condition        Report By
 KD0971  HISTORY     - 1969     MONUMENTED       CGS
 KD0971  HISTORY     - 1986     GOOD             NGS
 KD0971
 KD0971                          STATION DESCRIPTION
 KD0971
 KD0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KD0971'7.1 KM (4.4 MI) SE FROM MARSHALL.
 KD0971'2.5 KM (1.55 MI) EASTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0971'WITH U.S. HIGHWAY 65 IN MARSHALL, THENCE 4.3 KM (2.65 MI) SOUTHERLY
 KD0971'ALONG U.S. HIGHWAY BUSINESS, THENCE 0.3 KM (0.2 MI) WEST ALONG THE
 KD0971'MARSHALL MEMORIAL AIRPORT ENTRANCE ROAD, IN THE SOUTH EDGE OF THE
 KD0971'CONCRETE FOUNDATION FOR THE SOUTHWEST LEG OF THE AIRPORT BEACON TOWER,
 KD0971'46.4 M (152.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE AIRPORT
 KD0971'OFFICE, 43.2 M (127.3 FT) NORTH OF THE ROAD CENTER, AND 0.2 M (0.7 FT)
 KD0971'SOUTH OF THE BEACON TOWERS SOUTHWEST LEG.
 KD0971'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1200 ***********************************************************************
 KD1200  DESIGNATION -  MARSHALL CITY WATER PLANT STK
 KD1200  PID         -  KD1200
 KD1200  STATE/COUNTY-  MO/SALINE
 KD1200  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD1200
 KD1200                         *CURRENT SURVEY CONTROL
 KD1200  ___________________________________________________________________
 KD1200* NAD 83(1997)-  39 07 19.54478(N)    093 12 26.53670(W)     ADJUSTED  
 KD1200* NAVD 88     -                                                        
 KD1200  ___________________________________________________________________
 KD1200  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 KD1200  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1200
 KD1200  HORZ ORDER  -  THIRD
 KD1200
 KD1200.The horizontal coordinates were established by classical geodetic methods
 KD1200.and adjusted by the National Geodetic Survey in February 2000..
 KD1200
 KD1200
 KD1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1200
 KD1200.The geoid height was determined by GEOID03.
 KD1200
 KD1200;                    North         East     Units Scale Factor Converg.
 KD1200;SPC MO C     -   365,222.808   438,832.178   MT  0.99997939   -0 26 46.9
 KD1200;UTM  15      - 4,330,346.293   482,074.249   MT  0.99960396   -0 07 51.0
 KD1200
 KD1200                          SUPERSEDED SURVEY CONTROL
 KD1200
 KD1200  NAD 83(1997)-  39 07 19.54591(N)    093 12 26.53951(W) AD(       ) 4
 KD1200  NAD 83(1986)-  39 07 19.55143(N)    093 12 26.54057(W) AD(       ) 4
 KD1200  NAD 27      -  39 07 19.46900(N)    093 12 25.81500(W) AD(       ) 3
 KD1200
 KD1200.Superseded values are not recommended for survey control.
 KD1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1200.See file dsdata.txt to determine how the superseded data were derived.
 KD1200
 KD1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8207430346(NAD 83)
 KD1200_MARKER: 63 = STACK
 KD1200
 KD1200  HISTORY     - Date     Condition        Report By
 KD1200  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1200  HISTORY     - 1935     GOOD             CGS
 KD1200  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1200
 KD1200                          STATION DESCRIPTION
 KD1200
 KD1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1200'LOCATED IN THE W PART OF THE CITY OF MARSHALL, 1 BLOCK E
 KD1200'OF THE PAGE MILK CO. SMOKESTACK, 1 BLOCK N OF NORTH STREET,
 KD1200'ON CITY PROPERTY.  THE SMOKESTACK IS BUILT WITHIN THE POWER
 KD1200'PLANT BUILDING, IS OF CONCRETE CONSTRUCTION, 8 FEET IN DIAMETER
 KD1200'AT BASE 120 FEET IN HEIGHT AND IN GOOD CONDITION.  THE CITY
 KD1200'CONSTRUCTED A SECOND SMOKESTACK ABOUT 25 FEET N AND 50 FEET
 KD1200'W OF FIRST SMOKESTACK, OF CONCRETE AND APPROXIMATELY SAME
 KD1200'DIMENSIONS AS FIRST, IN THE FALL OF 1928.
 KD1200
 KD1200                          STATION RECOVERY (1990)
 KD1200
 KD1200'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1204 ***********************************************************************
 KD1204  DESIGNATION -  MARSHALL CITY WATER TANK
 KD1204  PID         -  KD1204
 KD1204  STATE/COUNTY-  MO/SALINE
 KD1204  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD1204
 KD1204                         *CURRENT SURVEY CONTROL
 KD1204  ___________________________________________________________________
 KD1204* NAD 83(1997)-  39 07 08.88608(N)    093 11 37.61480(W)     ADJUSTED  
 KD1204* NAVD 88     -                                                        
 KD1204  ___________________________________________________________________
 KD1204  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 KD1204  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1204
 KD1204  HORZ ORDER  -  THIRD
 KD1204
 KD1204.The horizontal coordinates were established by classical geodetic methods
 KD1204.and adjusted by the National Geodetic Survey in February 2000..
 KD1204
 KD1204
 KD1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1204
 KD1204.The geoid height was determined by GEOID03.
 KD1204
 KD1204;                    North         East     Units Scale Factor Converg.
 KD1204;SPC MO C     -   364,885.063   440,004.783   MT  0.99997764   -0 26 15.9
 KD1204;UTM  15      - 4,330,015.133   483,248.255   MT  0.99960346   -0 07 20.2
 KD1204
 KD1204                          SUPERSEDED SURVEY CONTROL
 KD1204
 KD1204  NAD 83(1997)-  39 07 08.88741(N)    093 11 37.61542(W) AD(       ) 4
 KD1204  NAD 83(1986)-  39 07 08.89257(N)    093 11 37.62030(W) AD(       ) 4
 KD1204  NAD 27      -  39 07 08.78100(N)    093 11 37.17100(W) AD(       ) 3
 KD1204
 KD1204.Superseded values are not recommended for survey control.
 KD1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1204.See file dsdata.txt to determine how the superseded data were derived.
 KD1204
 KD1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8324830015(NAD 83)
 KD1204_MARKER: 51 = TANK
 KD1204
 KD1204  HISTORY     - Date     Condition        Report By
 KD1204  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1204  HISTORY     - 1935     GOOD             CGS
 KD1204  HISTORY     - 1949     GOOD             CGS
 KD1204  HISTORY     - 1957     GOOD             CGS
 KD1204  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1204
 KD1204                          STATION DESCRIPTION
 KD1204
 KD1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1204'STATION IS LOCATED NEAR CENTER OF THE CITY OF MARSHALL, 1 BLOCK
 KD1204'S AND 1-1/2 BLOCKS E OF THE SE CORNER OF THE COURTHOUSE SQUARE,
 KD1204'IN LOT 106, EAST MARSHALL ADDITION.  STATION IS CENTER OF STEEL
 KD1204'WATER TANK, ABOUT 150 FEET HIGH AND IN GOOD CONDITION.
 KD1204
 KD1204                          STATION RECOVERY (1949)
 KD1204
 KD1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1204'STATION IS LOCATED IN THE CENTER OF MARSHALL ABOUT 200 YARDS
 KD1204'SOUTHEAST OF THE SQUARE, 1/2 BLOCK EAST OF U.S. HIGHWAY
 KD1204'65 AND 80 FEET SOUTH OF THE CENTERLINE OF MORGAN ST.
 KD1204'
 KD1204'THE TANK IS OF STEEL CONSTRUCTION, 6-LEGGED, 135 FEET HIGH
 KD1204'AND PAINTED SILVER.
 KD1204'
 KD1204'THE POINT INTERSECTED WAS THE FINIAL ON TOP OF THE TANK.
 KD1204
 KD1204                          STATION RECOVERY (1957)
 KD1204
 KD1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD1204'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1949 DESCRIPTION,
 KD1204'WHICH IS ADEQUATE FOR RECOVERY.
 KD1204
 KD1204                          STATION RECOVERY (1990)
 KD1204
 KD1204'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1203 ***********************************************************************
 KD1203  DESIGNATION -  MARSHALL CO COURTHOUSE DOME
 KD1203  PID         -  KD1203
 KD1203  STATE/COUNTY-  MO/SALINE
 KD1203  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD1203
 KD1203                         *CURRENT SURVEY CONTROL
 KD1203  ___________________________________________________________________
 KD1203* NAD 83(1997)-  39 07 14.97234(N)    093 11 47.84282(W)     ADJUSTED  
 KD1203* NAVD 88     -                                                        
 KD1203  ___________________________________________________________________
 KD1203  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 KD1203  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1203
 KD1203  HORZ ORDER  -  THIRD
 KD1203
 KD1203.The horizontal coordinates were established by classical geodetic methods
 KD1203.and adjusted by the National Geodetic Survey in February 2000..
 KD1203
 KD1203
 KD1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1203
 KD1203.The geoid height was determined by GEOID03.
 KD1203
 KD1203;                    North         East     Units Scale Factor Converg.
 KD1203;SPC MO C     -   365,074.624   439,760.533   MT  0.99997800   -0 26 22.4
 KD1203;UTM  15      - 4,330,203.276   483,003.057   MT  0.99960356   -0 07 26.6
 KD1203
 KD1203                          SUPERSEDED SURVEY CONTROL
 KD1203
 KD1203  NAD 83(1997)-  39 07 14.97394(N)    093 11 47.84366(W) AD(       ) 4
 KD1203  NAD 83(1986)-  39 07 14.97850(N)    093 11 47.84855(W) AD(       ) 4
 KD1203  NAD 27      -  39 07 14.89619(N)    093 11 47.11328(W) AD(       ) 3
 KD1203
 KD1203.Superseded values are not recommended for survey control.
 KD1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1203.See file dsdata.txt to determine how the superseded data were derived.
 KD1203
 KD1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8300330203(NAD 83)
 KD1203_MARKER: 87 = DOME
 KD1203
 KD1203  HISTORY     - Date     Condition        Report By
 KD1203  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1203  HISTORY     - 1935     GOOD             CGS
 KD1203  HISTORY     - 1949     GOOD             CGS
 KD1203  HISTORY     - 1957     GOOD             CGS
 KD1203  HISTORY     - 1990     GOOD             USPSQD
 KD1203
 KD1203                          STATION DESCRIPTION
 KD1203
 KD1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1203'LOCATED NEAR CENTER OF CITY OF MARSHALL, NEAR CENTER OF BLOCK
 KD1203'BOUNDED BY NORTH STREET ON THE N, ARROW STREET ON THE S,
 KD1203'JEFFERSON STREET ON THE E, AND LAFAYETTE ON THE W.  THE
 KD1203'COURTHOUSE IS OF BRICK CONSTRUCTION.  COURTHOUSE AND DOME
 KD1203'WERE FOUND IN GOOD CONDITION.
 KD1203
 KD1203                          STATION RECOVERY (1949)
 KD1203
 KD1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1203'STATION IS LOCATED IN THE CENTER OF THE TOWN OF MARSHALL.
 KD1203'
 KD1203'THE BUILDING IS OF RED BRICK CONSTRUCTION WITH A CLOCK TOWER
 KD1203'AND A SILVER DOME AND A FLAGPOLE ON THE TOP.  THE DOME AND
 KD1203'FLAGPOLE ARE LIGHTED AT NIGHT.
 KD1203'
 KD1203'THE POINT INTERSECTED WAS THE FLAGPOLE AT THE CENTER OF
 KD1203'THE DOME.
 KD1203'
 KD1203'PROBABLY THE SAME STATION AS LOCATED IN 1928.
 KD1203
 KD1203                          STATION RECOVERY (1957)
 KD1203
 KD1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD1203'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1949 DESCRIPTION,
 KD1203'WHICH IS ADEQUATE FOR RECOVERY.
 KD1203
 KD1203                          STATION RECOVERY (1990)
 KD1203
 KD1203'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1199 ***********************************************************************
 KD1199  DESIGNATION -  MARSHALL GAS PLANT SMOKESTACK
 KD1199  PID         -  KD1199
 KD1199  STATE/COUNTY-  MO/SALINE
 KD1199  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD1199
 KD1199                         *CURRENT SURVEY CONTROL
 KD1199  ___________________________________________________________________
 KD1199* NAD 83(1997)-  39 07 23.63929(N)    093 11 59.53883(W)     ADJUSTED  
 KD1199* NAVD 88     -                                                        
 KD1199  ___________________________________________________________________
 KD1199  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 KD1199  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1199
 KD1199  HORZ ORDER  -  THIRD
 KD1199
 KD1199.The horizontal coordinates were established by classical geodetic methods
 KD1199.and adjusted by the National Geodetic Survey in February 2000..
 KD1199
 KD1199
 KD1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1199
 KD1199.The geoid height was determined by GEOID03.
 KD1199
 KD1199;                    North         East     Units Scale Factor Converg.
 KD1199;SPC MO C     -   365,344.044   439,481.646   MT  0.99997841   -0 26 29.9
 KD1199;UTM  15      - 4,330,471.057   482,722.797   MT  0.99960368   -0 07 34.0
 KD1199
 KD1199                          SUPERSEDED SURVEY CONTROL
 KD1199
 KD1199  NAD 83(1997)-  39 07 23.64057(N)    093 11 59.54163(W) AD(       ) 4
 KD1199  NAD 83(1986)-  39 07 23.64585(N)    093 11 59.54256(W) AD(       ) 4
 KD1199  NAD 27      -  39 07 23.56200(N)    093 11 58.81800(W) AD(       ) 3
 KD1199
 KD1199.Superseded values are not recommended for survey control.
 KD1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1199.See file dsdata.txt to determine how the superseded data were derived.
 KD1199
 KD1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8272330471(NAD 83)
 KD1199_MARKER: 63 = STACK
 KD1199
 KD1199  HISTORY     - Date     Condition        Report By
 KD1199  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1199  HISTORY     - 1935     GOOD             CGS
 KD1199  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1199
 KD1199                          STATION DESCRIPTION
 KD1199
 KD1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1199'LOCATED 2 BLOCKS N AND 2 BLOCKS W OF THE NW CORNER OF COURTHOUSE
 KD1199'SQUARE, CITY OF MARSHALL, IN BLOCK 2 ALEXANDER AND SANDIGES
 KD1199'ADDITION, 150 FEET W OF ENGLISH AVENUE, 75 FEET N OF MISSOURI
 KD1199'PACIFIC RAILWAY MAIN TRACKS AND 250 FEET NW OF DEPOT, ON
 KD1199'PROPERTY OWNED BY MISSOURI PACIFIC RAILWAY AND LEASED BY
 KD1199'MISSOURI RELIEF AND RECONSTRUCTION COMMISSION.  THE SMOKESTACK
 KD1199'IS OF MASONRY CONSTRUCTION, 8 FEET IN DIAMETER AT BASE, ABOUT
 KD1199'110 FEET HIGH AND IN GOOD CONDITION.
 KD1199
 KD1199                          STATION RECOVERY (1990)
 KD1199
 KD1199'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1202 ***********************************************************************
 KD1202  DESIGNATION -  MARSHALL INTL SHOE CO TANK
 KD1202  PID         -  KD1202
 KD1202  STATE/COUNTY-  MO/SALINE
 KD1202  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD1202
 KD1202                         *CURRENT SURVEY CONTROL
 KD1202  ___________________________________________________________________
 KD1202* NAD 83(1997)-  39 07 21.78025(N)    093 12 16.38251(W)     ADJUSTED  
 KD1202* NAVD 88     -                                                        
 KD1202  ___________________________________________________________________
 KD1202  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 KD1202  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1202
 KD1202  HORZ ORDER  -  THIRD
 KD1202
 KD1202.The horizontal coordinates were established by classical geodetic methods
 KD1202.and adjusted by the National Geodetic Survey in February 2000..
 KD1202
 KD1202
 KD1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1202
 KD1202.The geoid height was determined by GEOID03.
 KD1202
 KD1202;                    North         East     Units Scale Factor Converg.
 KD1202;SPC MO C     -   365,289.846   439,076.619   MT  0.99997902   -0 26 40.5
 KD1202;UTM  15      - 4,330,414.650   482,318.225   MT  0.99960385   -0 07 44.6
 KD1202
 KD1202                          SUPERSEDED SURVEY CONTROL
 KD1202
 KD1202  NAD 83(1997)-  39 07 21.78150(N)    093 12 16.38498(W) AD(       ) 4
 KD1202  NAD 83(1986)-  39 07 21.78686(N)    093 12 16.38652(W) AD(       ) 4
 KD1202  NAD 27      -  39 07 21.70300(N)    093 12 15.65900(W) AD(       ) 3
 KD1202
 KD1202.Superseded values are not recommended for survey control.
 KD1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1202.See file dsdata.txt to determine how the superseded data were derived.
 KD1202
 KD1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8231830415(NAD 83)
 KD1202_MARKER: 53 = ELEVATED TANK
 KD1202
 KD1202  HISTORY     - Date     Condition        Report By
 KD1202  HISTORY     - 1928     FIRST OBSERVED   CGS
 KD1202  HISTORY     - 1935     GOOD             CGS
 KD1202  HISTORY     - 1957     GOOD             CGS
 KD1202  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1202
 KD1202                          STATION DESCRIPTION
 KD1202
 KD1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD1202'LOCATED IN THE CITY OF MARSHALL 5 BLOCKS W AND 2 BLOCKS
 KD1202'N OF THE NW CORNER OF COURTHOUSE SQUARE, 150 FEET W OF BENTON
 KD1202'AVENUE AND 100 FEET S OF THE BALTIMORE AND OHIO RAILWAY
 KD1202'MAIN TRACKS.  THE STATION WAS THE CENTER OF A WOODEN TANK
 KD1202'BUILT ON A STEEL TOWER AND ABOUT 100 FEET HIGH.  A NEW WOOD
 KD1202'TANK WAS BUILT ON THE OLD TOWER IN 1934.
 KD1202
 KD1202                          STATION RECOVERY (1957)
 KD1202
 KD1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD1202'THE STATION WAS RECOVERED AS DESCRIBED IN PREVIOUS DESCRIPTION,
 KD1202'WHICH IS ADEQUATE FOR RECOVERY.
 KD1202
 KD1202                          STATION RECOVERY (1990)
 KD1202
 KD1202'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1198 ***********************************************************************
 KD1198  DESIGNATION -  MARSHALL MO VAL COLL SPIRE
 KD1198  PID         -  KD1198
 KD1198  STATE/COUNTY-  MO/SALINE
 KD1198  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD1198
 KD1198                         *CURRENT SURVEY CONTROL
 KD1198  ___________________________________________________________________
 KD1198* NAD 83(1997)-  39 06 27.45464(N)    093 11 23.96702(W)     ADJUSTED  
 KD1198* NAVD 88     -                                                        
 KD1198  ___________________________________________________________________
 KD1198  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 KD1198  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1198
 KD1198  HORZ ORDER  -  THIRD
 KD1198
 KD1198.The horizontal coordinates were established by classical geodetic methods
 KD1198.and adjusted by the National Geodetic Survey in February 2000..
 KD1198
 KD1198
 KD1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1198
 KD1198.The geoid height was determined by GEOID03.
 KD1198
 KD1198;                    North         East     Units Scale Factor Converg.
 KD1198;SPC MO C     -   363,604.958   440,322.913   MT  0.99997717   -0 26 06.9
 KD1198;UTM  15      - 4,328,737.278   483,573.307   MT  0.99960332   -0 07 11.4
 KD1198
 KD1198                          SUPERSEDED SURVEY CONTROL
 KD1198
 KD1198  NAD 83(1997)-  39 06 27.45603(N)    093 11 23.96663(W) AD(       ) 4
 KD1198  NAD 83(1986)-  39 06 27.46128(N)    093 11 23.97301(W) AD(       ) 4
 KD1198  NAD 27      -  39 06 27.38048(N)    093 11 23.23881(W) AD(       ) 3
 KD1198
 KD1198.Superseded values are not recommended for survey control.
 KD1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1198.See file dsdata.txt to determine how the superseded data were derived.
 KD1198
 KD1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8357328737(NAD 83)
 KD1198_MARKER: 89 = SPIRE
 KD1198
 KD1198  HISTORY     - Date     Condition        Report By
 KD1198  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1198  HISTORY     - 1990     GOOD             USPSQD
 KD1198
 KD1198                          STATION DESCRIPTION
 KD1198
 KD1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1198'STATION IS LOCATED IN THE SOUTHEAST PART OF MARSHALL AT
 KD1198'THE INTERSECTION OF E. COLLEGE AND SO. BRUNSWICK.
 KD1198'
 KD1198'THE BUILDING IS A TWO STORY BUILDING OF RED BRICK WITH A
 KD1198'FOUR-SIDED TOWER AND SPIRE ON THE WEST SIDE OF THE BUILDING.
 KD1198'
 KD1198'THE POINT INTERSECTED WAS THE TOP OF THE SPIRE.
 KD1198
 KD1198                          STATION RECOVERY (1990)
 KD1198
 KD1198'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1206 ***********************************************************************
 KD1206  DESIGNATION -  MARSHALL RADIO STA KMMO MAST
 KD1206  PID         -  KD1206
 KD1206  STATE/COUNTY-  MO/SALINE
 KD1206  USGS QUAD   -  MARSHALL NORTH (1978)
 KD1206
 KD1206                         *CURRENT SURVEY CONTROL
 KD1206  ___________________________________________________________________
 KD1206* NAD 83(1997)-  39 08 04.17478(N)    093 13 20.55249(W)     ADJUSTED  
 KD1206* NAVD 88     -                                                        
 KD1206  ___________________________________________________________________
 KD1206  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 KD1206  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1206
 KD1206  HORZ ORDER  -  THIRD
 KD1206
 KD1206.The horizontal coordinates were established by classical geodetic methods
 KD1206.and adjusted by the National Geodetic Survey in February 2000..
 KD1206
 KD1206
 KD1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1206
 KD1206.The geoid height was determined by GEOID03.
 KD1206
 KD1206;                    North         East     Units Scale Factor Converg.
 KD1206;SPC MO C     -   366,609.268   437,545.654   MT  0.99998134   -0 27 21.4
 KD1206;UTM  15      - 4,331,725.128   480,780.596   MT  0.99960455   -0 08 25.3
 KD1206
 KD1206                          SUPERSEDED SURVEY CONTROL
 KD1206
 KD1206  NAD 83(1997)-  39 08 04.17620(N)    093 13 20.55472(W) AD(       ) 4
 KD1206  NAD 83(1986)-  39 08 04.18075(N)    093 13 20.55675(W) AD(       ) 4
 KD1206  NAD 27      -  39 08 04.09994(N)    093 13 19.81692(W) AD(       ) 3
 KD1206
 KD1206.Superseded values are not recommended for survey control.
 KD1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1206.See file dsdata.txt to determine how the superseded data were derived.
 KD1206
 KD1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8078131725(NAD 83)
 KD1206_MARKER: 42 = RADIO/TV MAST
 KD1206
 KD1206  HISTORY     - Date     Condition        Report By
 KD1206  HISTORY     - 1949     FIRST OBSERVED   CGS
 KD1206  HISTORY     - 1957     GOOD             CGS
 KD1206  HISTORY     - 1990     GOOD             USPSQD
 KD1206
 KD1206                          STATION DESCRIPTION
 KD1206
 KD1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 KD1206'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF MARSHALL AND
 KD1206'100 YARDS NORTH OF THE CENTERLINE OF U.S. HIGHWAY 65.
 KD1206'
 KD1206'THE TOWER IS OF STEEL CONSTRUCTION, PAINTED RED AND WHITE,
 KD1206'203 FEET HIGH AND HAS RED OBSTRUCTION LIGHTS.  IT IS A SINGLE
 KD1206'TOWER.
 KD1206'
 KD1206'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TOWER.
 KD1206
 KD1206                          STATION RECOVERY (1957)
 KD1206
 KD1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD1206'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1949 DESCRIPTION,
 KD1206'WHICH IS ADEQUATE FOR RECOVERY.
 KD1206
 KD1206                          STATION RECOVERY (1990)
 KD1206
 KD1206'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0972 ***********************************************************************
 KD0972  FBN         -  This is a Federal Base Network Control Station.
 KD0972  PACS        -  This is a Primary Airport Control Station.
 KD0972  DESIGNATION -  MARSHALL RESET
 KD0972  PID         -  KD0972
 KD0972  STATE/COUNTY-  MO/SALINE
 KD0972  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0972
 KD0972                         *CURRENT SURVEY CONTROL
 KD0972  ___________________________________________________________________
 KD0972* NAD 83(1997)-  39 05 38.51325(N)    093 11 57.57666(W)     ADJUSTED  
 KD0972* NAVD 88     -       235.979  (meters)     774.21   (feet)  ADJUSTED  
 KD0972  ___________________________________________________________________
 KD0972  X           -    -276,643.978 (meters)                     COMP
 KD0972  Y           -  -4,949,183.326 (meters)                     COMP
 KD0972  Z           -   4,000,552.555 (meters)                     COMP
 KD0972  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 KD0972  ELLIP HEIGHT-         203.42  (meters)          (02/11/04) GPS OBS
 KD0972  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0972  DYNAMIC HT  -         235.832 (meters)     773.73  (feet)  COMP
 KD0972  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 KD0972
 KD0972  HORZ ORDER  -  B
 KD0972  VERT ORDER  -  FIRST     CLASS II
 KD0972  ELLP ORDER  -  FOURTH    CLASS I
 KD0972
 KD0972.This mark is at Marshall Mem Municipal Airport (MHL)
 KD0972
 KD0972.The horizontal coordinates were established by GPS observations
 KD0972.and adjusted by the National Geodetic Survey in March 1998..
 KD0972
 KD0972.The orthometric height was determined by differential leveling
 KD0972.and adjusted by the National Geodetic Survey in June 1991..
 KD0972
 KD0972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD0972
 KD0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0972
 KD0972.The ellipsoidal height was determined by GPS observations
 KD0972.and is referenced to NAD 83.
 KD0972
 KD0972.The geoid height was determined by GEOID03.
 KD0972
 KD0972.The dynamic height is computed by dividing the NAVD 88
 KD0972.geopotential number by the normal gravity value computed on the
 KD0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0972.degrees latitude (g = 980.6199 gals.).
 KD0972
 KD0972.The modeled gravity was interpolated from observed gravity values.
 KD0972
 KD0972;                    North         East     Units Scale Factor Converg.
 KD0972;SPC MO C     -   362,101.948   439,503.818   MT  0.99997838   -0 26 27.6
 KD0972;UTM  15      - 4,327,230.347   482,762.800   MT  0.99960366   -0 07 32.5
 KD0972
 KD0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0972!SPC MO C     -   0.99996809  x   0.99997838  =   0.99994647
 KD0972!UTM  15      -   0.99996809  x   0.99960366  =   0.99957176
 KD0972
 KD0972:                Primary Azimuth Mark                     Grid Az
 KD0972:SPC MO C     -  MARSHALL CO COURTHOUSE DOME              004 56 08.1
 KD0972:UTM  15      -  MARSHALL CO COURTHOUSE DOME              004 37 13.0
 KD0972
 KD0972|---------------------------------------------------------------------|
 KD0972| PID    Reference Object                     Distance      Geod. Az  |
 KD0972|                                                           dddmmss.s |
 KD0972| KD1203 MARSHALL CO COURTHOUSE DOME         APPROX. 3.0 KM 0042940.5 |
 KD0972| KD1204 MARSHALL CITY WATER TANK            APPROX. 2.8 KM 0094546.6 |
 KD0972| KD0971 MARSHALL AZ MK RESET                               0112648.1 |
 KD0972| CL9853 MARSHALL RM 1                        18.798 METERS 08230     |
 KD0972| KD1330 MARSHALL RM 3                        11.822 METERS 16554     |
 KD0972| CL9854 MARSHALL RM 4                        20.125 METERS 25128     |
 KD0972| KD0509 MARSHALL RM 2                        20.089 METERS 25145     |
 KD0972| CL9852 MARSHALL AZ MK                                     2691043.5 |
 KD0972| KD1206 MARSHALL RADIO STA KMMO MAST        APPROX. 4.9 KM 3360436.2 |
 KD0972| KD1353 MARSHPORT                           474.280 METERS 3510424.4 |
 KD0972| KD1201 KANSAS CITY ST LOUIS AWY BN 7        12.429 METERS 35516     |
 KD0972|---------------------------------------------------------------------|
 KD0972
 KD0972                          SUPERSEDED SURVEY CONTROL
 KD0972
 KD0972  ELLIP H (03/31/98)  203.44   (m)                       GP(       ) 3 1
 KD0972  NAD 83(1986)-  39 05 38.52023(N)    093 11 57.58257(W) AD(       ) 2
 KD0972  NAD 27      -  39 05 38.44010(N)    093 11 56.84620(W) AD(       ) 2
 KD0972  NAVD 88 (03/31/98)  235.98   (m)          774.2    (f) LEVELING    3  
 KD0972  NGVD 29 (02/22/06)  235.92   (m)          774.0    (f) RESET       3  
 KD0972
 KD0972.Superseded values are not recommended for survey control.
 KD0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0972.See file dsdata.txt to determine how the superseded data were derived.
 KD0972
 KD0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8276327230(NAD 83)
 KD0972_MARKER: DS = TRIANGULATION STATION DISK
 KD0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0972_SP_SET: SQUARE CONCRETE MONUMENT
 KD0972_STAMPING: MARSHALL 1949 1969
 KD0972_MARK LOGO: CGS   
 KD0972_PROJECTION: FLUSH
 KD0972_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0972+STABILITY: SURFACE MOTION
 KD0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0972+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2005
 KD0972
 KD0972  HISTORY     - Date     Condition        Report By
 KD0972  HISTORY     - 1969     MONUMENTED       CGS
 KD0972  HISTORY     - 1983     GOOD             NGS
 KD0972  HISTORY     - 1986     GOOD             NGS
 KD0972  HISTORY     - 19891201 GOOD             LOCSUR
 KD0972  HISTORY     - 19910425 GOOD             NGS
 KD0972  HISTORY     - 19970211 GOOD             NGS
 KD0972  HISTORY     - 20030724 GOOD             MODNR
 KD0972  HISTORY     - 20030804 GOOD             MODNR
 KD0972  HISTORY     - 20051024 GOOD             MODNR
 KD0972
 KD0972                          STATION DESCRIPTION
 KD0972
 KD0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KD0972'STATION SURFACE MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 KD0972'2, AND THE AZIMUTH MARK WERE FOUND DESTROYED.  THE UNDERGROUND
 KD0972'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KD0972'
 KD0972'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE
 KD0972'UNDERGROUND MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4,
 KD0972'AND AN AZIMUTH MARK WERE ALSO SET.
 KD0972'
 KD0972'FOLLOWING IS A NEW DESCRIPTION.
 KD0972'
 KD0972'STATION MARK, A STANDARD DISK STAMPED MARSHALL 1949 1969, IS
 KD0972'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 KD0972'IT IS ABOUT 0.3 MILE SOUTH OF THE MARSHALL, MUNICIPAL AIRPORT
 KD0972'ADMINISTRATION BUILDING WHICH IS 2 MILES SOUTH OF MARSHALL,
 KD0972'63.5 FEET WEST-SOUTHWEST OF A CORNER FENCE POST USED FOR THE
 KD0972'NORTH END OF A METAL GATE, 49.5 FEET SOUTHEAST OF THE SOUTHWEST
 KD0972'CORNER OF A METAL BUILDING, 44 FEET NORTH OF THE CENTER OF
 KD0972'AN OLD ROAD BED, 36 FEET SOUTH OF THE SOUTHEAST LEG OF THE OLD
 KD0972'BEACON, AND 1.5 FEET WEST OF A METAL WITNESS POST.  THE
 KD0972'UNDERGROUND STATION DISK IS STAMPED MARSHALL 1949, SET IN
 KD0972'THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE
 KD0972'SURFACE OF THE GROUND.
 KD0972'
 KD0972'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MARSHALL 1949 NO.
 KD0972'3 1969, IS CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION
 KD0972'FOR A MANHOLE.  IT IS 47 FEET WEST OF THE FENCE AND 1.5 FEET
 KD0972'WEST OF THE EAST EDGE OF A CIRCULAR CONCRETE FOUNDATION FOR
 KD0972'A MANHOLE.
 KD0972'
 KD0972'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MARSHALL 1949
 KD0972'NO. 4 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KD0972'PROJECTS 1 INCH.  IT IS 121.5 FEET WEST OF THE FENCE, 64 FEET
 KD0972'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE METAL BUILDING,
 KD0972'37 FEET NORTH OF THE CENTER OF THE OLD ROAD BED, AND 1 FOOT
 KD0972'EAST OF A METAL WITNESS POST.
 KD0972'
 KD0972'AZIMUTH MARK, A STANDARD DISK STAMPED MARSHALL 1949 1969, IS
 KD0972'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CONCRETE FOUNDATION FOR
 KD0972'A NEW BEACON WHICH IS EAST-NORTHEAST OF THE ADMINISTRATION
 KD0972'BUILDING.  IT IS 6 INCHES SOUTH OF THE SOUTHWEST LEG.
 KD0972'
 KD0972'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-
 KD0972'
 KD0972'ABOUT 2 MILES SOUTH OF MARSHALL.
 KD0972
 KD0972                          STATION RECOVERY (1983)
 KD0972
 KD0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KD0972'1.6 MI (2.6 KM) SOUTH OF MARSHALL, AT THE MARSHALL MUNICIAPL AIRPORT,
 KD0972'0.3 MI (0.5 KM) SOUTH OF THE AIRPORT ADMINISTRATION BUILDING, 63.5 FT
 KD0972'(19.4 M) SOUTH-SOUTHWEST OF A FENCE CORNER, 44 FT (13.4 M) NORTH OF
 KD0972'THE CENTER OF AN ABANDONED ROAD, 38.5 FT (11.7 M) NORTH OF THE CENTER
 KD0972'OF A 6 FT (1.8 M) CONCRETE STORM DRAIN, 38.79 FT (11.82 M) NORTH OF
 KD0972'MARSHALL RM 3, MARK IS FLUSH WITH THE GROUND.
 KD0972
 KD0972                          STATION RECOVERY (1986)
 KD0972
 KD0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KD0972'7.6 KM (4.7 MI) SE FROM MARSHALL.
 KD0972'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 KD0972'2.5 KM (1.55 MI) EASTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION
 KD0972'WITH U.S. HIGHWAY 65 IN MARSHALL, THENCE 4.3 KM (2.65 MI) SOUTHERLY
 KD0972'ALONG U.S. HIGHWAY 65 BUSINESS, THENCE 0.4 KM (0.25 MI) WEST ALONG THE
 KD0972'MARSHALL MEMORIAL AIRPORT ENTRANCE ROAD, THENCE 0.4 KM (0.25 MI) SOUTH
 KD0972'ALONG A RUNWAY, 103.4 M (339.2 FT) EAST OF THE RUNWAY CENTERLINE,
 KD0972'19.6 M (64.3 FT) SOUTHWEST OF A FENCE CORNER, AND 11.6 M (38.1 FT)
 KD0972'NORTH-NORTHWEST OF A MANHOLE COVER.
 KD0972'THE MARK IS 18.2 METERS  W FROM  A WITNESS POST AND FENCE
 KD0972
 KD0972                          STATION RECOVERY (1989)
 KD0972
 KD0972'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JMT)
 KD0972'RECOVERED IN GOOD CONDITION.
 KD0972
 KD0972                          STATION RECOVERY (1991)
 KD0972
 KD0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KD0972'STATION IS LOCATED AT THE SOUTH EDGE OF MARSHALL, AT THE MARSHALL
 KD0972'MEMORIAL MUNICIPAL AIRPORT. OWNERSHIP-CITY OF MARSHALL, CITY HALL,
 KD0972'MARSHALL, MO 65340.  AIRPORT MANAGER IS BILL DURRETT, PHONE
 KD0972'816-886-2225, 886-5360.
 KD0972'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 BUSINESS AND
 KD0972'ROAD WW, LOCATED AT THE SOUTH EDGE OF MARSHALL, GO SOUTH ALONG
 KD0972'HIGHWAY 65 BUSINESS FOR 0.64 KM (0.40 MI) TO THE AIRPORT ACCESS ROAD
 KD0972'ON THE RIGHT.  TURN RIGHT, WEST, ALONG ACCESS ROAD FOR 0.32 KM
 KD0972'(0.20 MI) TO THE ACCESS GATE ON THE SOUTH SIDE OF AIRPORT TERMINAL.
 KD0972'PASS THROUGH GATE AND GO SOUTHERLY ON PAVED APRON FOR 0.24 KM
 KD0972'(0.15 MI) TO THE SOUTH END OF APRON. CONTINUE SOUTH ALONG TRACK ROAD
 KD0972'OVER GRASSY AREA FOR 0.24 KM (0.15 MI) TO THE STATION AT A FENCE
 KD0972'CORNER POST.
 KD0972'STATION IS A 30-CM SQUARE CONCRETE POST FLUSH WITH THE GROUND, LOCATED
 KD0972'10.8 M (35.4 FT) NORTH-NORTHWEST OF THE NORTH EDGE OF A 6-FT ROUND
 KD0972'CONCRETE MANHOLE, 11.8 M (38.7 FT) NORTH-NORTHWEST OF REFERENCE MARK
 KD0972'3, 18.2 M (59.7 FT) WEST OF A NORTH-SOUTH FENCELINE AND FIBERGLASS
 KD0972'WITNESS POST, 8.6 M (28.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KD0972'12 X 85 FT (25.9 M) ABANDONED CONCRETE FOUNDATION WALL WHICH IS FLUSH
 KD0972'WITH THE GROUND, 19.6 M (64.3 FT) SOUTHWEST OF THE NORTH 1 OF 2
 KD0972'WOODEN SUPPORT POST FOR A METAL GATE, AND 8.0 M (26.2 FT) NORTH OF
 KD0972'AN EXTENDED LINE OF POWERLINE POLES.
 KD0972
 KD0972                          STATION RECOVERY (1997)
 KD0972
 KD0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KD0972'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH OF INTERSTATE
 KD0972'HIGHWAY 70 (EXIT 78) , NEAR THE SOUTH SIDE OF MARSHALL, MO., AT THE
 KD0972'MARSHALL MEMORIAL MUNICIPAL AIRPORT (MHL) , IN A GRASS AREA
 KD0972'SOUTH-SOUTHWEST OF THE AIRPORT OFFICE, EAST OF RUNWAY 18-36, ALONG THE
 KD0972'WEST SIDE OF A PERIMETER FENCE, SOUTHWEST OF THE NORTHWEST FENCE
 KD0972'CORNER.  OWNERSHIP--CITY OF MARSHALL, CITY HALL, MARSHALL, MO. 65340.
 KD0972'AIRPORT MANAGER CHARLES ANTWILER, PHONE 816-886-2225 (CITY HALL) OR
 KD0972'886-3320 (AIRPORT NUMBER) .  NOTE--THIS STATION IS THE PRIMARY AIRPORT
 KD0972'CONTROL (PAC) STATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KD0972'HIGHWAY 65 BUSINESS AND COUNTY ROAD WW, NEAR THE SOUTH EDGE OF
 KD0972'MARSHALL, GO SOUTH, 0.64 KM (0.40 MI) ALONG HIGHWAY 65 BUSINESS TO THE
 KD0972'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, WEST, 0.32 KM (0.20
 KD0972'MI) ALONG THE ENTRANCE ROAD TO A GATE ON THE NORTH SIDE OF THE AIRPORT
 KD0972'TERMINAL.  PASS THROUGH THE GATE AND GO SOUTHERLY, 0.24 KM (0.15 MI)
 KD0972'ALONG THE APRON TO ITS SOUTH END. CONTINUE SOUTH 0.24 KM (0.15 MI)
 KD0972'ALONG A TRACK ROAD OVER GRASSY AREA TO THE NORTHWEST CORNER OF THE
 KD0972'PERIMETER FENCE AND THE STATION TO THE SOUTHWEST.  THE STATION IS 19.5
 KD0972'M (64.0 FT) SOUTHWEST OF THE NORTHWEST FENCE CORNER/GATE POST, 18.0 M
 KD0972'(59.1 FT) WEST OF THE NORTH-SOUTH PERIMETER FENCE AND WITNESS POST,
 KD0972'11.8 M (38.7 FT) NORTH-NORTHWEST OF RM 3 SET IN A 6-FOOT ROUND
 KD0972'CONCRETE MANHOLE ABOUT 0.4 M (1.3 FT) ABOVE THE GROUND, 8.4 M (27.6
 KD0972'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A 12X85-FOOT ABANDONED
 KD0972'CONCRETE FOOTER FLUSH WITH THE GROUND, AND THE MONUMENT IS FLUSH WITH
 KD0972'THE GROUND SURFACE.  BY R.G.  HAYES.
 KD0972
 KD0972                          STATION RECOVERY (2003)
 KD0972
 KD0972'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (RGH)
 KD0972'RECON BY MODNR AS DESCRIBED. OCCUPIED BY MO DEPT OF CONSERVATION FOR
 KD0972'FBN PROJECT.
 KD0972' 
 KD0972'
 KD0972
 KD0972                          STATION RECOVERY (2003)
 KD0972
 KD0972'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 KD0972'RECOVERED IN GOOD CONDITION.
 KD0972
 KD0972                          STATION RECOVERY (2005)
 KD0972
 KD0972'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE6022 ***********************************************************************
 DE6022  DESIGNATION -  MARSHALL RESET
 DE6022  PID         -  DE6022
 DE6022  STATE/COUNTY-  MO/SALINE
 DE6022  USGS QUAD   -  MARSHALL SOUTH (1971)
 DE6022
 DE6022                         *CURRENT SURVEY CONTROL
 DE6022  ___________________________________________________________________
 DE6022* NAD 83(1986)-  39 05 39.     (N)    093 11 56.     (W)     SCALED    
 DE6022* NAVD 88     -       235.99   (meters)     774.2    (feet)  RESET     
 DE6022  ___________________________________________________________________
 DE6022  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DE6022
 DE6022  VERT ORDER  -  THIRD
 DE6022
 DE6022.The horizontal coordinates were scaled from a topographic map and have
 DE6022.an estimated accuracy of +/- 6 seconds.
 DE6022
 DE6022.The orthometric height was computed from unverified reset data.
 DE6022.No vertical observational check was made to the station.
 DE6022
 DE6022.The geoid height was determined by GEOID03.
 DE6022
 DE6022;                    North         East    Units  Estimated Accuracy
 DE6022;SPC MO C     -   362,120.      439,540.      MT  (+/- 180 meters Scaled)
 DE6022
 DE6022                          SUPERSEDED SURVEY CONTROL
 DE6022
 DE6022.No superseded survey control is available for this station.
 DE6022
 DE6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD828272(NAD 83)
 DE6022_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6022_STAMPING: MARSHALL 1949 1983
 DE6022_MARK LOGO: NGS   
 DE6022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6022+STABILITY: SURFACE MOTION
 DE6022
 DE6022  HISTORY     - Date     Condition        Report By
 DE6022  HISTORY     - 1983     MONUMENTED       NGS
 DE6022
 DE6022                          STATION DESCRIPTION
 DE6022
 DE6022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (JAO)
 DE6022'1.6 MILES (2.6 KM) SOUTH OF MARSHALL, AT THE MARSHALL MUNICIPAL
 DE6022'AIRPORT, 0.3 MILES (0.5 KM) SOUTH OF THE AIRPORT ADMINISTRATION
 DE6022'BUILDING, 63.5 FEET (19.4 M) WEST-SOUTHWEST OF A FENCE CORNER, 44 FEET
 DE6022'(13.4 M) NORTH OF THE CENTER OF AN ABANDONED ROAD, 38.5 FEET (11.7 M)
 DE6022'NORTH OF THE CENTER OF A 6 FOOT (1.8 M) IN DIAMETER CONCRETE STORM
 DE6022'DRAIN, 38.79 FEET (11.82 M) NORTH OF MARHSALL RM 3, A STANDARD
 DE6022'TRIANGULATION STATION DISK SET INTO THE TOP OF A 12 INCH SQUARE
 DE6022'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0509 ***********************************************************************
 KD0509  DESIGNATION -  MARSHALL RM 2
 KD0509  PID         -  KD0509
 KD0509  STATE/COUNTY-  MO/SALINE
 KD0509  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD0509
 KD0509                         *CURRENT SURVEY CONTROL
 KD0509  ___________________________________________________________________
 KD0509* NAD 83(1986)-  39 05 38.     (N)    093 11 57.     (W)     SCALED    
 KD0509* NAVD 88     -       236.589  (meters)     776.21   (feet)  ADJUSTED  
 KD0509  ___________________________________________________________________
 KD0509  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD0509  DYNAMIC HT  -         236.442 (meters)     775.73  (feet)  COMP
 KD0509  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 KD0509
 KD0509  VERT ORDER  -  SECOND    CLASS 0
 KD0509
 KD0509.This mark is at Marshall Mem Municipal Airport (MHL)
 KD0509
 KD0509.The horizontal coordinates were scaled from a topographic map and have
 KD0509.an estimated accuracy of +/- 6 seconds.
 KD0509
 KD0509.The orthometric height was determined by differential leveling
 KD0509.and adjusted by the National Geodetic Survey in June 1991..
 KD0509
 KD0509.The geoid height was determined by GEOID03.
 KD0509
 KD0509.The dynamic height is computed by dividing the NAVD 88
 KD0509.geopotential number by the normal gravity value computed on the
 KD0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0509.degrees latitude (g = 980.6199 gals.).
 KD0509
 KD0509.The modeled gravity was interpolated from observed gravity values.
 KD0509
 KD0509;                    North         East    Units  Estimated Accuracy
 KD0509;SPC MO C     -   362,090.      439,520.      MT  (+/- 180 meters Scaled)
 KD0509
 KD0509                          SUPERSEDED SURVEY CONTROL
 KD0509
 KD0509  NGVD 29 (??/??/92)  236.518  (m)          775.98   (f) ADJ UNCH    2 0
 KD0509
 KD0509.Superseded values are not recommended for survey control.
 KD0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0509.See file dsdata.txt to determine how the superseded data were derived.
 KD0509
 KD0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD827272(NAD 83)
 KD0509_MARKER: DR = REFERENCE MARK DISK
 KD0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0509_STAMPING: MARSHALL NO 2 1949
 KD0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0509+STABILITY: SURFACE MOTION
 KD0509
 KD0509  HISTORY     - Date     Condition        Report By
 KD0509  HISTORY     - 1949     MONUMENTED       CGS
 KD0509  HISTORY     - 1963     GOOD             NGS
 KD0509
 KD0509                          STATION DESCRIPTION
 KD0509
 KD0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0509'1.6 MI S FROM MARSHALL.
 KD0509'ABOUT 1.6 MILES SOUTH ALONG U.S. HIGHWAY 65 FROM MARSHALL, AT
 KD0509'MARSHALL AIRPORT, 66.0 FEET SOUTHWEST OF THE STATION MARK, 70.0 FEET
 KD0509'SOUTHWEST OF Q 290, 2.0 FEET NORTH OF AN EAST-WEST FENCE, AND
 KD0509'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1330 ***********************************************************************
 KD1330  DESIGNATION -  MARSHALL RM 3
 KD1330  PID         -  KD1330
 KD1330  STATE/COUNTY-  MO/SALINE
 KD1330  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD1330
 KD1330                         *CURRENT SURVEY CONTROL
 KD1330  ___________________________________________________________________
 KD1330* NAD 83(1986)-  39 05 38.     (N)    093 11 57.     (W)     SCALED    
 KD1330* NAVD 88     -       236.06   (meters)     774.5    (feet)  RESET     
 KD1330  ___________________________________________________________________
 KD1330  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1330
 KD1330  VERT ORDER  -  THIRD
 KD1330
 KD1330.This mark is at Marshall Mem Municipal Airport (MHL)
 KD1330
 KD1330.The horizontal coordinates were scaled from a topographic map and have
 KD1330.an estimated accuracy of +/- 6 seconds.
 KD1330
 KD1330.The orthometric height was computed from unverified reset data.
 KD1330.No vertical observational check was made to the station.
 KD1330
 KD1330.The geoid height was determined by GEOID03.
 KD1330
 KD1330;                    North         East    Units  Estimated Accuracy
 KD1330;SPC MO C     -   362,090.      439,520.      MT  (+/- 180 meters Scaled)
 KD1330
 KD1330                          SUPERSEDED SURVEY CONTROL
 KD1330
 KD1330  NGVD 29 (02/22/06)  235.99   (m)          774.2    (f) RESET       3  
 KD1330
 KD1330.Superseded values are not recommended for survey control.
 KD1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1330.See file dsdata.txt to determine how the superseded data were derived.
 KD1330
 KD1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD827272(NAD 83)
 KD1330_MARKER: DR = REFERENCE MARK DISK
 KD1330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KD1330_SP_SET: STORM DRAIN
 KD1330_STAMPING: MARSHALL 1949 NO 3 1969
 KD1330_MARK LOGO: CGS   
 KD1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD1330
 KD1330  HISTORY     - Date     Condition        Report By
 KD1330  HISTORY     - 1969     MONUMENTED       CGS
 KD1330  HISTORY     - 19830623 GOOD             NGS
 KD1330
 KD1330                          STATION DESCRIPTION
 KD1330
 KD1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KD1330'1.6 MI (2.6 KM) SOUTH OF MARSHALL, AT THE MARSHALL MUNICIPAL AIRPORT,
 KD1330'0.3 MI (0.5 KM) SOUTH OF THE AIRPORT ADMINISTRATION BUILDING, 47 FT
 KD1330'(14.3 M) WEST FROM A FENCE, 38.79 FT (11.82 M) SOUTH FROM MARSHALL
 KD1330'RESET 1983, 1.5 FT (0.5 M) WEST FROM THE EAST EDGE OF A 6 FOOT
 KD1330'DIAMETER CONCRETE STORM DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0286 ***********************************************************************
 HD0286  DESIGNATION -  MARSHFIELD
 HD0286  PID         -  HD0286
 HD0286  STATE/COUNTY-  MO/WEBSTER
 HD0286  USGS QUAD   -  MARSHFIELD (1982)
 HD0286
 HD0286                         *CURRENT SURVEY CONTROL
 HD0286  ___________________________________________________________________
 HD0286* NAD 83(1986)-  37 20 19.     (N)    092 54 22.     (W)     SCALED    
 HD0286* NAVD 88     -       455.498  (meters)    1494.41   (feet)  ADJUSTED  
 HD0286  ___________________________________________________________________
 HD0286  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HD0286  DYNAMIC HT  -         455.140 (meters)    1493.24  (feet)  COMP
 HD0286  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 HD0286
 HD0286  VERT ORDER  -  SECOND    CLASS 0
 HD0286
 HD0286.The horizontal coordinates were scaled from a topographic map and have
 HD0286.an estimated accuracy of +/- 6 seconds.
 HD0286
 HD0286.The orthometric height was determined by differential leveling
 HD0286.and adjusted by the National Geodetic Survey in June 1991..
 HD0286
 HD0286.The geoid height was determined by GEOID03.
 HD0286
 HD0286.The dynamic height is computed by dividing the NAVD 88
 HD0286.geopotential number by the normal gravity value computed on the
 HD0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0286.degrees latitude (g = 980.6199 gals.).
 HD0286
 HD0286.The modeled gravity was interpolated from observed gravity values.
 HD0286
 HD0286;                    North         East    Units  Estimated Accuracy
 HD0286;SPC MO C     -   167,110.      464,020.      MT  (+/- 180 meters Scaled)
 HD0286
 HD0286                          SUPERSEDED SURVEY CONTROL
 HD0286
 HD0286  NGVD 29 (??/??/92)  455.370  (m)         1493.99   (f) ADJ UNCH    2 0
 HD0286
 HD0286.Superseded values are not recommended for survey control.
 HD0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0286.See file dsdata.txt to determine how the superseded data were derived.
 HD0286
 HD0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB083324(NAD 83)
 HD0286_MARKER: DB = BENCH MARK DISK
 HD0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0286_STAMPING: MARSHFIELD 1934
 HD0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0286+STABILITY: SURFACE MOTION
 HD0286
 HD0286  HISTORY     - Date     Condition        Report By
 HD0286  HISTORY     - 1934     MONUMENTED       CGS
 HD0286  HISTORY     - 1977     GOOD             NGS
 HD0286  HISTORY     - 1977     GOOD             NGS
 HD0286
 HD0286                          STATION DESCRIPTION
 HD0286
 HD0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HD0286'AT MARSHFIELD.
 HD0286'AT MARSHFIELD, WEBSTER COUNTY, 100 FEET EAST OF THE COUNTY
 HD0286'COURTHOUSE, 10 FEET NORTH OF A WALK, AND 1 FOOT WEST OF THE
 HD0286'MONUMENT.  A STANDARD DISK, STAMPED MARSHFIELD 1934 AND SET IN
 HD0286'THE TOP OF A CONCRETE POST.
 HD0286
 HD0286                          STATION RECOVERY (1977)
 HD0286
 HD0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0286'RECOVERED IN GOOD CONDITION.
 HD0286
 HD0286                          STATION RECOVERY (1977)
 HD0286
 HD0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HD0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1178 ***********************************************************************
 HD1178  DESIGNATION -  MARSHFIELD
 HD1178  PID         -  HD1178
 HD1178  STATE/COUNTY-  MO/WEBSTER
 HD1178  USGS QUAD   -  MARSHFIELD (1982)
 HD1178
 HD1178                         *CURRENT SURVEY CONTROL
 HD1178  ___________________________________________________________________
 HD1178* NAD 83(1997)-  37 19 51.72344(N)    092 53 22.88583(W)     ADJUSTED  
 HD1178* NAVD 88     -       478.6    (meters)    1570.     (feet)  VERTCON   
 HD1178  ___________________________________________________________________
 HD1178  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 HD1178  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 HD1178
 HD1178  HORZ ORDER  -  FIRST
 HD1178
 HD1178.The horizontal coordinates were established by classical geodetic methods
 HD1178.and adjusted by the National Geodetic Survey in February 2000..
 HD1178
 HD1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1178
 HD1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1178
 HD1178.The geoid height was determined by GEOID03.
 HD1178
 HD1178;                    North         East     Units Scale Factor Converg.
 HD1178;SPC MO C     -   166,259.785   465,466.180   MT  0.99994802   -0 14 10.7
 HD1178;UTM  15      - 4,131,601.813   509,772.193   MT  0.99960118   +0 04 00.8
 HD1178
 HD1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1178!SPC MO C     -   0.99992944  x   0.99994802  =   0.99987747
 HD1178!UTM  15      -   0.99992944  x   0.99960118  =   0.99953065
 HD1178
 HD1178:                Primary Azimuth Mark                     Grid Az
 HD1178:SPC MO C     -  AMARILLO ST LOUIS AWY BCN 53             017 57 16.9
 HD1178:UTM  15      -  AMARILLO ST LOUIS AWY BCN 53             017 39 05.4
 HD1178
 HD1178|---------------------------------------------------------------------|
 HD1178| PID    Reference Object                     Distance      Geod. Az  |
 HD1178|                                                           dddmmss.s |
 HD1178| HD1176 AMARILLO ST LOUIS AWY BCN 53        APPROX.15.7 KM 0174306.2 |
 HD1178| CN7382 MARSHFIELD RM 3                      32.861 METERS 07834     |
 HD1178| CN7381 MARSHFIELD RM 1                      42.294 METERS 13601     |
 HD1178| CN7380 MARSHFIELD AZ MK                                   2875608.9 |
 HD1178| HD1179 MARSHFIELD WATER TOWER              APPROX. 1.3 KM 2891318.6 |
 HD1178| HD1180 MARSHFIELD RM 2 AZIMUTH             184.610 METERS 31410     |
 HD1178|---------------------------------------------------------------------|
 HD1178
 HD1178                          SUPERSEDED SURVEY CONTROL
 HD1178
 HD1178  NAD 83(1986)-  37 19 51.73309(N)    092 53 22.88570(W) AD(       ) 1
 HD1178  NAD 27      -  37 19 51.56200(N)    092 53 22.25600(W) AD(       ) 1
 HD1178  NGVD 29 (07/19/86)  478.5    (m)         1570.     (f) VERT ANG       
 HD1178
 HD1178.Superseded values are not recommended for survey control.
 HD1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1178.See file dsdata.txt to determine how the superseded data were derived.
 HD1178
 HD1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB0977231602(NAD 83)
 HD1178_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HD1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1178
 HD1178  HISTORY     - Date     Condition        Report By
 HD1178  HISTORY     - 1928     MONUMENTED       CGS
 HD1178  HISTORY     - 1935     GOOD             CGS
 HD1178  HISTORY     - 1935     GOOD             CGS
 HD1178  HISTORY     - 1939     GOOD             CGS
 HD1178  HISTORY     - 1978     GOOD             NGS
 HD1178
 HD1178                          STATION DESCRIPTION
 HD1178
 HD1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 HD1178'ABOUT 1 MILE SOUTHEAST OF THE TOWN OF MARSHFIELD, ONE-FOURTH
 HD1178'MILE SOUTH OF MARSHFIELD-SEYMOUR ROAD, ONE-FOURTH MILE SOUTH
 HD1178'ST. LOUIS-SAN FRANCISCO RAILWAY TRACKS, IN SW 1/4 SEC.
 HD1178'11, T. 30 N., R. 18 W., ON LAND OWNED BY W.W. CANTRELL,
 HD1178'ONE-FOURTH MILE EAST OF HIS HOME, ON HIGH POINT OF RIDGE
 HD1178'IN OLD CLEARED FIELD, ABOUT 210 METERS (689 FEET) SOUTH OF
 HD1178'PROMINENT GROVE OF TREES AT NORTH END OF RIDGE, AND 95 METERS
 HD1178'(312 FEET) NORTH OF 16-INCH BLAZED ASH TREE, THE TALLEST
 HD1178'ONE IN GROVE SOUTH OF STATION.  SURFACE MARK IS A STANDARD
 HD1178'DISK STATION MARK IN CONCRETE, 6 INCHES ABOVE SURFACE OF
 HD1178'GROUND.  UNDERGROUND MARK IS STANDARD DISK IN CONCRETE 5
 HD1178'FEET BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE
 HD1178'STANDARD REFERENCE DISKS IN CONCRETE,  NO. 1
 HD1178'IS AT WEST EDGE OF GROVE OF TREES, 0.45 METER (1.5 FEET)
 HD1178'NORTH OF FENCE, AND 42.29 METERS (138.7 FEET) FROM
 HD1178'STATION S 43 DEG 59 MIN E. NO. 2 IS AT SOUTH EDGE OF
 HD1178'TIMBER, 0.3 METER (1 FOOT) SOUTH OF FENCE, AND 210 METERS
 HD1178'(689 FEET) (PACED DISTANCE) FROM STATION,N 45 DEG 50 MIN W.
 HD1178
 HD1178                          STATION RECOVERY (1935)
 HD1178
 HD1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 HD1178'STATION FOUND IN GOOD CONDITION, ON LAND DESCRIBED, 800 FEET S OF
 HD1178'COUNTY HIGHWAY J, AT A POINT 1.0 MILE SE OF MARSHFIELD HIGH
 HD1178'SCHOOL, 550 FEET SE OF PROMINENT GROVE OF TREES AT NW END
 HD1178'OF RIDGE, 289 FEET NW OF 16-INCH BLAZED ASH WHICH IS TALLEST
 HD1178'TREE IN GROVE S OF STATION AND IS NEAR SE CORNER OF CULTIVATED
 HD1178'FIELD.  LAND IS NOW FARMED BY PHILLIP STOKES, WHO LIVES 1/4
 HD1178'MILE W OF STATION.  OTHER OLD TIES STILL HOLD.  STATION IS
 HD1178'447 FEET S OF CORNER POST AT NE CORNER OF FIELD, 108 FEET W
 HD1178'OF FENCE ON W SIDE OF WOODS AND 274 FEET N OF FENCE ON N SIDE
 HD1178'OF WOODS.
 HD1178'
 HD1178'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION, 6 FEET W OF FENCE
 HD1178'ON W SIDE OF WOODS.  OTHER OLD TIES STILL HOLD.  MONUMENT
 HD1178'IS 180 FEET N OF FENCE ON N SIDE OF WOODS.
 HD1178'
 HD1178'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION.  DESCRIPTION
 HD1178'SHOULD READ- LOCATED AT S EDGE OF PROMINENT GROVE OF TREES
 HD1178'NOTED ABOVE, ABOUT 80 FEET W OF E EDGE OF GROVE, 13 FEET
 HD1178'N OF WIRE FENCE, 17 FEET WSW OF 16-INCH BLAZED OAK TREE AND
 HD1178'606 FEET (SLOPE DISTANCE) FROM STATION N 45 DEG 50 MIN W.
 HD1178
 HD1178                          STATION RECOVERY (1935)
 HD1178
 HD1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GOW)
 HD1178'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND THE
 HD1178'ORIGINAL DESCRIPTION IS ADEQUATE.
 HD1178
 HD1178                          STATION RECOVERY (1939)
 HD1178
 HD1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1178'STATION MARK AND THE REFERENCE MARKS, NOS. 1 AND 2, WERE
 HD1178'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND THE
 HD1178'DIRECTIONS TO THE MARKS WERE CHECKED IN THE FIELD AND THE VALUES
 HD1178'GIVEN SHOULD BE ACCEPTED AS CORRECT.  TWO NEW MARKS, AZIMUTH MARK
 HD1178'1939, AND REFERENCE MARK NO. 3, 1939, WERE ESTABLISHED.
 HD1178'
 HD1178'STATION IS LOCATED 1.0 MILE SE OF MARSHFIELD, 0.25 MILE S
 HD1178'OF WEBSTER COUNTY ROUTE J, 0.25 MILE S OF THE ST. LOUIS AND
 HD1178'SAN FRANCISCO RAILROAD TRACKS, AND IN THE SW 1/4 OF SEC. 11,
 HD1178'T. 30 N., R. 18 W.  THE STATION IS ON THE HIGHEST POINT OF A
 HD1178'HILL ON PARTIALLY CLEARED LAND OVERGROWN WITH SCRUB OAK, 600
 HD1178'FEET S OF A PROMINENT GROVE OF TREES AT THE N END OF THE
 HD1178'RIDGE, AND 105 FEET W OF THE E EDGE OF THE CLEARING.  THE
 HD1178'MARK PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED MARSHFIELD
 HD1178'1928.
 HD1178'
 HD1178'REFERENCE MARK NO. 2 IS NW OF THE STATION, 4.0 METERS (13 FEET) N
 HD1178'OF THE E-W FENCE LINE, AND 7.6 METERS (25 FEET) WNW OF
 HD1178'TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES ABOVE THE GROUND
 HD1178'AND IS STAMPED MARSHFIELD NO. 2, 1928.
 HD1178'
 HD1178'REFERENCE MARK NO. 1 IS SE OF THE STATION, AND 1.8 METERS
 HD1178'(6 FEET) W OF A FENCE LINE.  THE MARK PROJECTS 5 INCHES ABOVE
 HD1178'GROUND AND IS STAMPED MARSHFIELD NO. 1, 1928.
 HD1178'
 HD1178'REFERENCE MARK NO. 3 IS ENE OF THE STATION AND IS IN THE
 HD1178'N-S FENCE LINE.  THE MARK IS A STANDARD BRONZE DISK SET
 HD1178'IN CONCRETE, AS DESCRIBED IN NOTE 11A, PROJECTS 3 INCHES
 HD1178'ABOVE GROUND AND IS STAMPED MARSHFIELD NO. 3, 1939.
 HD1178'
 HD1178'AZIMUTH MARK IS W OF THE STATION, 8.8 METERS (29 FEET) W OF
 HD1178'THE CENTER LINE OF THE N-S ROAD, AND 36.6 METERS (120 FEET)
 HD1178'N OF THE CENTER LINE OF THE E-W ROAD.  THE MARK, A STANDARD
 HD1178'BRONZE DISK SET IN CONCRETE, PROJECTS 6
 HD1178'INCHES ABOVE THE GROUND AND IS STAMPED MARSHFIELD 1939.
 HD1178'
 HD1178'ALL MARKS ARE WITNESSED BY 4-INCH SQUARE WOODEN POSTS, PAINTED
 HD1178'WHITE AND PROJECTING APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 HD1178'
 HD1178'TO REACH THE STATION FROM THE HIGH SCHOOL AT THE JUNCTION
 HD1178'OF WEBSTER COUNTY ROUTES A AND J IN MARSHFIELD, GO E ON
 HD1178'ROUTE J FOR 0.6 MILE, TURN RIGHT (S) OFF ROUTE J AND GO S
 HD1178'ON A GRAVEL STREET FOR 0.2 MILE, TURN LEFT INTO A CROSS
 HD1178'STREET AND GO TO ITS END, TURN LEFT AND GO E AND S FOR 0.35
 HD1178'MILE TO THE TOP OF THE HILL AND A GATE AT THE LEFT, TURN
 HD1178'LEFT (E) THROUGH THE GATE AND FOLLOW A FARM ROAD (PASSING
 HD1178'TO THE N OF THE BARN) FOR 0.1 MILE TO A GATE IN THE N-S FENCE,
 HD1178'CONTINUE THROUGH GATE AND FOLLOW THE FARM ROAD NE FOR 0.1
 HD1178'MILE TO A GAP IN THE E-W FENCE, GO THROUGH GAP AND CONTINUE NE
 HD1178'FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 HD1178'
 HD1178'A 77-FOOT TOWER IS NEEDED TO SEE A 64-FOOT TOWER AT RUSS.
 HD1178'
 HD1178'A 77-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT KELLY.
 HD1178'
 HD1178'A 64-FOOT TOWER IS NEEDED TO SEE A 37-FOOT TOWER AT ELKLAND.
 HD1178'
 HD1178'A 90-FOOT TOWER AT BATEMAN IS VISIBLE FROM THE GROUND AT
 HD1178'MARSHFIELD.
 HD1178
 HD1178                          STATION RECOVERY (1978)
 HD1178
 HD1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1178'THE STATION MARK, REFERENCE MARKS 1, 2, 3 AND THE AZIMUTH MARK
 HD1178'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS BLOCKED
 HD1178'BY A HOUSE AND NO DIRECTION COULD BE MADE TO IT.  THE DISTANCE
 HD1178'AND DIRECTION TO REFERENCE MARKS 1, 2 AND 3 COMPARED FAVORABLE
 HD1178'TO THE 1939 DATA, WITH THE FOLLOWING EXCEPTIONS.  THE DISTANCE
 HD1178'TO REFERENCE MARK 1 WAS LESS BY 0.020 OF A METER.  THE DISTANCE
 HD1178'TO REFERENCE MARK 2 WAS MEASURED BY ELECTRONIC DISTANCE
 HD1178'MEASUREMENT AT THIS TIME AND WAS FOUND TO BE LESS BY 0.082 OF
 HD1178'A METER.  A NEW DESCRIPTION FOLLOWS.
 HD1178'
 HD1178'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE CENTER OF
 HD1178'MARSHFIELD IN THE SOUTHWEST 1/4 OF SECTION 11, R 18 W, T 30 N
 HD1178'AND IS ON PROPERTY OF MRS. MELBA HOSMER WHO LIVES IN THE HOUSE
 HD1178'NEAR THE STATION SITE.
 HD1178'
 HD1178'TO REACH THE STATION FROM THE JUNIOR HIGH SCHOOL IN MARSHFIELD.
 HD1178'GO EAST ON STATE HIGHWAY 38 FOR 0.7 MILE TO SOUTH ELM STREET ON
 HD1178'THE RIGHT, TURN RIGHT AND GO SOUTH ON SOUTH ELM STREET FOR 0.2
 HD1178'MILE TO A DRIVE-WAY ON THE LEFT LEADING TO MRS. MELBA HOSMER
 HD1178'HOUSE.  TURN LEFT AND GO EAST ON THE DRIVE-WAY FOR 0.1 MILE,
 HD1178'THEN BEAR RIGHT GOING ACROSS LAWN FOR 0.05 MILE TO REFERENCE
 HD1178'MARK 2 ON THE RIGHT. CONTINUE EAST FOR ABOUT 100 FEET TO A GATE
 HD1178'IN A NORTH-SOUTH FENCE LINE, PASS THROUGH THE GATE AND BEAR
 HD1178'RIGHT AROUND THE CORNER OF A SMALL PEN TO ANOTHER GATE IN A
 HD1178'EAST-WEST FENCE LINE.  PASS THROUGH THE GATE AND CONTINUE
 HD1178'SOUTHEAST ACROSS PASTURE FIELD FOR 0.1 MILE TO THE TOP OF
 HD1178'THE HILL AND THE STATION SITE.
 HD1178'
 HD1178'TO REACH THE AZIMUTH MARK FROM THE JUNIOR HIGH SCHOOL IN
 HD1178'MARSHFIELD, GO EAST ON STATE HIGHWAY 38 FOR 0.5 MILE TO
 HD1178'WALNUT STREET ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.2
 HD1178'MILE TO THE MARK ON THE RIGHT.
 HD1178'
 HD1178'THE STATION MARK IS A STANDARD DISK STAMPED---MARSHFIELD 1928
 HD1178'---, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 HD1178'THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE AND HAS
 HD1178'A METAL ROD DRIVEN IN THE GROUND BESIDE IT.  IT IS 101 FEET
 HD1178'WEST OF A METAL WITNESS POST.  THE 1928 DATA STATES THAT THEIR
 HD1178'IS AN UNDERGROUND DISK 5 FEET BELOW THE GROUND SURFACE.
 HD1178'
 HD1178'REFERENCE MARK 1, A STANDARD DISK STAMPED---MARSHFIELD NO
 HD1178'1 1928---, IS SET IN THE TOP OF A 12-INCH
 HD1178'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES
 HD1178'ABOVE THE GROUND SURFACE.  IT IS 6.5 FEET EAST-SOUTHEAST OF A
 HD1178'METAL WITNESS POST AND 3 FEET WEST-NORTHWEST OF A 10-INCH OAK
 HD1178'TREE.
 HD1178'
 HD1178'REFERENCE MARK 2, A STANDARD DISK
 HD1178'STAMPED---MARSHFIELD NO 2 1928---, IS SET IN THE TOP OF A
 HD1178'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES
 HD1178'ABOVE THE GROUND SURFACE.  IT IS 16.2 FEET SOUTH-SOUTHEAST OF
 HD1178'A 12-INCH OAK TREE, 12.5 FEET NORTH OF A EAST-WEST FENCE LINE
 HD1178'AND 9 FEET WEST-SOUTHWEST OF A 24-INCH OAK TREE.
 HD1178'
 HD1178'REFERENCE MARK 3, A STANDARD DISK
 HD1178'STAMPED---MARSHFIELD NO 3 1939---, IS SET IN THE TOP OF A
 HD1178'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES
 HD1178'ABOVE THE GROUND SURFACE.  IT IS 12.5 FEET WEST OF A 30-INCH
 HD1178'TWIN TRUNK OAK TREE AND 11.0 FEET EAST-NORTHEAST OF A METAL
 HD1178'WITNESS POST.
 HD1178'
 HD1178'THE AZIMUTH MARK, A STANDARD DISK
 HD1178'STAMPED---MARSHFIELD 1939---, IS SET IN THE TOP OF A 12-INCH
 HD1178'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES ABOVE
 HD1178'THE GROUND SURFACE.  IT IS 30.4 FEET NORTHEAST OF THE
 HD1178'NORTHEAST CORNER OF A HOUSE, 29 FEET WEST OF THE CENTER OF
 HD1178'WALNUT STREET AND 3.4 FEET EAST OF A POWER LINE POLE.
 HD1178'
 HD1178'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 26.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1180 ***********************************************************************
 HD1180  DESIGNATION -  MARSHFIELD RM 2 AZIMUTH
 HD1180  PID         -  HD1180
 HD1180  STATE/COUNTY-  MO/WEBSTER
 HD1180  USGS QUAD   -  MARSHFIELD (1982)
 HD1180
 HD1180                         *CURRENT SURVEY CONTROL
 HD1180  ___________________________________________________________________
 HD1180* NAD 83(1997)-  37 19 55.89617(N)    092 53 28.26452(W)     ADJUSTED  
 HD1180* NAVD 88     -       474.1    (meters)    1555.     (feet)  VERTCON   
 HD1180  ___________________________________________________________________
 HD1180  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 HD1180  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 HD1180
 HD1180  HORZ ORDER  -  SECOND
 HD1180
 HD1180.The horizontal coordinates were established by classical geodetic methods
 HD1180.and adjusted by the National Geodetic Survey in February 2000..
 HD1180.No horizontal observational check was made to the station.
 HD1180
 HD1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1180
 HD1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1180
 HD1180.The geoid height was determined by GEOID03.
 HD1180
 HD1180;                    North         East     Units Scale Factor Converg.
 HD1180;SPC MO C     -   166,388.965   465,334.309   MT  0.99994813   -0 14 14.0
 HD1180;UTM  15      - 4,131,730.248   509,639.686   MT  0.99960114   +0 03 57.6
 HD1180
 HD1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1180!SPC MO C     -   0.99993015  x   0.99994813  =   0.99987828
 HD1180!UTM  15      -   0.99993015  x   0.99960114  =   0.99953132
 HD1180
 HD1180                          SUPERSEDED SURVEY CONTROL
 HD1180
 HD1180  NAD 83(1986)-  37 19 55.90582(N)    092 53 28.26437(W) AD(       ) 2
 HD1180  NAD 27      -  37 19 55.73378(N)    092 53 27.63316(W) AD(       ) 2
 HD1180  NGVD 29 (07/19/86)  474.0    (m)         1555.     (f) VERT ANG       
 HD1180
 HD1180.Superseded values are not recommended for survey control.
 HD1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1180.See file dsdata.txt to determine how the superseded data were derived.
 HD1180
 HD1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB0964031730(NAD 83)
 HD1180_MARKER: DR = REFERENCE MARK DISK
 HD1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1180_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1180+STABILITY: SURFACE MOTION
 HD1180
 HD1180  HISTORY     - Date     Condition        Report By
 HD1180  HISTORY     - 1978     MONUMENTED       NGS
 HD1180
 HD1180                          STATION DESCRIPTION
 HD1180
 HD1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1180'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE CENTER OF
 HD1180'OF MARSHFIELD, IN THE SOUTHWEST 1/4 OF SECTION 11, R 18 W, T 30
 HD1180'N AND IS ON PROPERTY OF MRS. MELBA HOSMER WHO LIVES NEAR THE
 HD1180'STATION SITE.  A TRAVERSE CONNECTION WAS MADE TO
 HD1180'TRIANGULATION STATION MARSHFIELD USING ELECTRONIC
 HD1180'DISTANCE EQUIPMENT.
 HD1180'
 HD1180'TO REACH THE STATION FROM THE JUNIOR HIGH SCHOOL IN MARSHFIELD,
 HD1180'GO EAST ON STATE HIGHWAY 38 FOR 0.7 MILE TO SOUTH ELM STREET ON
 HD1180'THE RIGHT.  TURN RIGHT AND GO SOUTH ON SOUTH ELM STREET FOR 0.2
 HD1180'MILE TO A DRIVE-WAY LEADING TO MRS. MELBA HOSMER HOUSE.  TURN
 HD1180'LEFT AND GO EAST ON THE DRIVE-WAY FOR 0.1 MILE, THEN BEAR RIGHT
 HD1180'GOING TO THE SOUTH OF THE HOUSE ACROSS A LAWN FOR 0.05 MILE TO
 HD1180'THE STATION ON THE RIGHT.
 HD1180'
 HD1180'THE STATION MARK IS A STANDARD REFERENCE MARK DISK
 HD1180'STAMPED---MARSHFIELD NO 2 1928---, SET IN THE TOP OF A
 HD1180'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES
 HD1180'ABOVE THE GROUND SURFACE.  IT IS 16.2 FEET SOUTH-SOUTHEAST OF A
 HD1180'12-INCH OAK TREE, 12.5 FEET NORTH OF A EAST-WEST FENCE LINE
 HD1180'AND 9 FEET WEST-SOUTHWEST OF A 24-INCH OAK TREE.
 HD1180'
 HD1180'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 0.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1179 ***********************************************************************
 HD1179  DESIGNATION -  MARSHFIELD WATER TOWER
 HD1179  PID         -  HD1179
 HD1179  STATE/COUNTY-  MO/WEBSTER
 HD1179  USGS QUAD   -  MARSHFIELD (1982)
 HD1179
 HD1179                         *CURRENT SURVEY CONTROL
 HD1179  ___________________________________________________________________
 HD1179* NAD 83(1997)-  37 20 05.24439(N)    092 54 11.46134(W)     ADJUSTED  
 HD1179* NAVD 88     -                                                        
 HD1179  ___________________________________________________________________
 HD1179  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 HD1179  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 HD1179
 HD1179  HORZ ORDER  -  THIRD
 HD1179
 HD1179.The horizontal coordinates were established by classical geodetic methods
 HD1179.and adjusted by the National Geodetic Survey in February 2000..
 HD1179
 HD1179
 HD1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1179
 HD1179.The geoid height was determined by GEOID03.
 HD1179
 HD1179;                    North         East     Units Scale Factor Converg.
 HD1179;SPC MO C     -   166,681.612   464,272.206   MT  0.99994905   -0 14 40.3
 HD1179;UTM  15      - 4,132,017.171   508,576.419   MT  0.99960091   +0 03 31.4
 HD1179
 HD1179                          SUPERSEDED SURVEY CONTROL
 HD1179
 HD1179  NAD 83(1986)-  37 20 05.25466(N)    092 54 11.46181(W) AD(       ) 4
 HD1179  NAD 27      -  37 20 05.10400(N)    092 54 10.83500(W) AD(       ) 3
 HD1179
 HD1179.Superseded values are not recommended for survey control.
 HD1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1179.See file dsdata.txt to determine how the superseded data were derived.
 HD1179
 HD1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB0857632017(NAD 83)
 HD1179_MARKER: 54 = WATER TOWER
 HD1179
 HD1179  HISTORY     - Date     Condition        Report By
 HD1179  HISTORY     - 1928     FIRST OBSERVED   CGS
 HD1179  HISTORY     - 1935     GOOD             CGS
 HD1179
 HD1179                          STATION DESCRIPTION
 HD1179
 HD1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 HD1179'STATION IS IN THE CITY OF MARSHFIELD, 2 BLOCKS E AND 2 BLOCKS
 HD1179'S OF THE MARSHFIELD HIGH SCHOOL, 130 FEET E OF PITTS STREET,
 HD1179'90 FEET N OF SECOND STREET, IN BLOCK 19 OF FIRST RAILROAD
 HD1179'ADDITION.  WATER TOWER IS OF STEEL CONSTRUCTION, ABOUT 150
 HD1179'FEET HIGH AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1353 ***********************************************************************
 KD1353  SACS        -  This is a Secondary Airport Control Station.
 KD1353  DESIGNATION -  MARSHPORT
 KD1353  PID         -  KD1353
 KD1353  STATE/COUNTY-  MO/SALINE
 KD1353  USGS QUAD   -  MARSHALL SOUTH (1971)
 KD1353
 KD1353                         *CURRENT SURVEY CONTROL
 KD1353  ___________________________________________________________________
 KD1353* NAD 83(1997)-  39 05 53.70661(N)    093 12 00.63927(W)     ADJUSTED  
 KD1353* NAVD 88     -       235.6    (meters)     773.     (feet)  VERTCON   
 KD1353  ___________________________________________________________________
 KD1353  X           -    -276,700.953 (meters)                     COMP
 KD1353  Y           -  -4,948,883.936 (meters)                     COMP
 KD1353  Z           -   4,000,915.977 (meters)                     COMP
 KD1353  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 KD1353  ELLIP HEIGHT-         203.08  (meters)          (02/17/00) GPS OBS
 KD1353  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KD1353
 KD1353  HORZ ORDER  -  THIRD
 KD1353  ELLP ORDER  -  FOURTH    CLASS I
 KD1353
 KD1353.This mark is at Marshall Mem Municipal Airport (MHL)
 KD1353
 KD1353.The horizontal coordinates were established by GPS observations
 KD1353.and adjusted by the National Geodetic Survey in February 2000..
 KD1353
 KD1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1353
 KD1353.GPS derived orthometric heights for airport stations designated as
 KD1353.PACS or SACS are published to 2 decimal places.  This maintains
 KD1353.centimeter relative accuracy between the PACS and SACS.  It does
 KD1353.not indicate centimeter accuracy relative to other marks which are
 KD1353.part of the NAVD 88 network.
 KD1353
 KD1353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1353
 KD1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1353
 KD1353.The ellipsoidal height was determined by GPS observations
 KD1353.and is referenced to NAD 83.
 KD1353
 KD1353.The geoid height was determined by GEOID03.
 KD1353
 KD1353;                    North         East     Units Scale Factor Converg.
 KD1353;SPC MO C     -   362,571.026   439,433.835   MT  0.99997849   -0 26 29.7
 KD1353;UTM  15      - 4,327,698.857   482,690.264   MT  0.99960369   -0 07 34.5
 KD1353
 KD1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1353!SPC MO C     -   0.99996814  x   0.99997849  =   0.99994663
 KD1353!UTM  15      -   0.99996814  x   0.99960369  =   0.99957184
 KD1353
 KD1353:                Primary Azimuth Mark                     Grid Az
 KD1353:SPC MO C     -  MARSHALL RESET                           171 30 52.2
 KD1353:UTM  15      -  MARSHALL RESET                           171 11 57.0
 KD1353
 KD1353|---------------------------------------------------------------------|
 KD1353| PID    Reference Object                     Distance      Geod. Az  |
 KD1353|                                                           dddmmss.s |
 KD1353| KD0972 MARSHALL RESET                      474.280 METERS 1710422.5 |
 KD1353|---------------------------------------------------------------------|
 KD1353
 KD1353                          SUPERSEDED SURVEY CONTROL
 KD1353
 KD1353  NAD 83(1997)-  39 05 53.70668(N)    093 12 00.63926(W) AD(       ) 3
 KD1353  NAD 83(1986)-  39 05 53.71359(N)    093 12 00.64517(W) AD(       ) 3
 KD1353  NGVD 29 (10/04/91)  235.6    (m)          773.     (f) GPS OBS        
 KD1353
 KD1353.Superseded values are not recommended for survey control.
 KD1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1353.See file dsdata.txt to determine how the superseded data were derived.
 KD1353
 KD1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8269027699(NAD 83)
 KD1353_MARKER: I = METAL ROD
 KD1353_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD1353_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD1353_STAMPING: MARSHPORT 1991
 KD1353_MARK LOGO: NGS   
 KD1353_PROJECTION: PROJECTING 5 CENTIMETERS
 KD1353_MAGNETIC: I = MARKER IS A STEEL ROD
 KD1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1353+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1996
 KD1353_ROD/PIPE-DEPTH: 8.2  meters
 KD1353_SLEEVE-DEPTH  : 1.0 meters
 KD1353
 KD1353  HISTORY     - Date     Condition        Report By
 KD1353  HISTORY     - 1991     MONUMENTED       NGS
 KD1353  HISTORY     - 19961129 GOOD             NGS
 KD1353
 KD1353                          STATION DESCRIPTION
 KD1353
 KD1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KD1353'STATION IS LOCATED AT THE SOUTH EDGE OF MARSHALL, AT THE MARSHALL
 KD1353'MEMORIAL MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF MARSHALL, CITY HALL,
 KD1353'MARSHALL, MO 65340.  AIRPORT MANAGER IS BILL DURRETT, PHONE
 KD1353'816-886-2225, 886-5360.
 KD1353'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 BUSINESS AND
 KD1353'ROAD WW, LOCATED AT THE SOUTH EDGE OF MARSHALL, GO SOUTH ALONG
 KD1353'HIGHWAY 65 BUSINESS FOR  0.64 KM (0.40 MI) TO THE AIRPORT ACCESS ROAD
 KD1353'ON THE RIGHT.  TURN RIGHT, WEST, ALONG ACCESS ROAD FOR 0.32 KM
 KD1353'(0.20 MI) TO THE ACCESS GATE ON THE SOUTH SIDE OF AIRPORT TERMINAL.
 KD1353'PASS THROUGH THE GATE AND GO ABOUT 0.16 KM (0.10 MI) WEST ON APRON
 KD1353'AND TAXI TO THE JUNCTION OF THE RUNWAY AND THE STATION.
 KD1353'STATION IS 20.2 M (66.3 FT) EAST OF CENTER OF RUNWAY, 19.4 M
 KD1353'(63.6 FT) NORTH OF CENTER OF THE TAXI APPROACH, 6.4 M (21.0 FT)
 KD1353'SOUTHEAST OF A PURPLE TAXI LIGHT.
 KD1353
 KD1353                          STATION RECOVERY (1996)
 KD1353
 KD1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 KD1353'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH OF INTERSTATE
 KD1353'HIGHWAY 70 (EXIT 78) , NEAR THE SOUTH SIDE OF MARSHALL, MO., AT THE
 KD1353'MARSHALL MEMORIAL MUNICIPAL AIRPORT (MHL) , NEAR AND NORTH-NORTHEAST
 KD1353'OF THE NORTHEAST GRASS ROUNDED CORNER OF THE RUNWAY AND TAXI/RAMP
 KD1353'JUNCTION.  OWNERSHIP--CITY OF MARSHALL, CITY HALL, MARSHALL, MO.
 KD1353'65340.  AIRPORT MANAGER IS CHARLES ANTWILER, PHONE 816-886-2225 (CITY
 KD1353'HALL) OR 886-3320 (AIRPORT NUMBER) .  NOTE--THIS STATION IS A
 KD1353'SECONDARY AIRPORT CONTROL STATION (SACS) .  TO REACH THE STATION FROM
 KD1353'THE JUNCTION OF U.S.  HIGHWAY 65 BUSINESS AND COUNTY ROAD WW, NEAR THE
 KD1353'SOUTH EDGE OF MARSHALL, GO SOUTH, 0.64 KM (0.40 MI) ALONG HIGHWAY 65
 KD1353'BUSINESS TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, WEST,
 KD1353'0.32 KM (0.20 MI) ALONG THE ENTRANCE ROAD TO A GATE ON THE NORTH SIDE
 KD1353'OF THE AIRPORT TERMINAL.  PASS THROUGH THE GATE AND GO WESTERLY, 0.16
 KD1353'KM (0.10 MI) ACROSS APRON AND ALONG TAXI/RAMP TO THE RUNWAY AND THE
 KD1353'STATION ON THE RIGHT, JUST NORTH-NORTHEAST OF THE JUNCTION.  STATION
 KD1353'IS 20.1 M (65.9 FT) EAST OF THE RUNWAY CENTER, 19.4 M (63.6 FT) NORTH
 KD1353'OF THE TAXI/RAMP CENTER, 6.4 M (21.0 FT) SOUTHEAST OF A TAXI LIGHT,
 KD1353'0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE STATION IS ABOUT 0.3 M
 KD1353'(1.0 FT) BELOW THE RUNWAY LEVEL AND PROJECTING 5-CM ABOVE THE GROUND
 KD1353'SURFACE.  BY R.G.  HAYES.  NOTE--THE DATUM POINT IS A PUNCH MARK ON
 KD1353'THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 8.2 M,
 KD1353'(26.9 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A
 KD1353'5-INCH PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE.  ACCESS TO THE
 KD1353'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1820 ***********************************************************************
 GD1820  DESIGNATION -  MARSTON AZ MK 2
 GD1820  PID         -  GD1820
 GD1820  STATE/COUNTY-  MO/NEW MADRID
 GD1820  USGS QUAD   -  NEW MADRID (1971)
 GD1820
 GD1820                         *CURRENT SURVEY CONTROL
 GD1820  ___________________________________________________________________
 GD1820* NAD 83(1997)-  36 33 18.47589(N)    089 36 49.83332(W)     ADJUSTED  
 GD1820* NAVD 88     -        99.3    (meters)     326.     (feet)  VERTCON   
 GD1820  ___________________________________________________________________
 GD1820  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 GD1820  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GD1820
 GD1820  HORZ ORDER  -  SECOND
 GD1820
 GD1820.The horizontal coordinates were established by classical geodetic methods
 GD1820.and adjusted by the National Geodetic Survey in February 2000..
 GD1820
 GD1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1820
 GD1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1820
 GD1820.The geoid height was determined by GEOID03.
 GD1820
 GD1820;                    North         East     Units Scale Factor Converg.
 GD1820;SPC MO E     -    80,452.750   329,331.136   MT  1.00001084   +0 31 40.1
 GD1820;UTM  16      - 4,048,703.091   266,058.910   MT  1.00027432   -1 33 27.0
 GD1820
 GD1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1820!SPC MO E     -   0.99998889  x   1.00001084  =   0.99999973
 GD1820!UTM  16      -   0.99998889  x   1.00027432  =   1.00026321
 GD1820
 GD1820                          SUPERSEDED SURVEY CONTROL
 GD1820
 GD1820  NAD 83(1997)-  36 33 18.47631(N)    089 36 49.83329(W) AD(       ) 2
 GD1820  NAD 83(1997)-  36 33 18.47645(N)    089 36 49.83319(W) AD(       ) 2
 GD1820  NAD 83(1997)-  36 33 18.48677(N)    089 36 49.82986(W) AD(       ) 2
 GD1820  NAD 83(1997)-  36 33 18.48804(N)    089 36 49.83536(W) AD(       ) 2
 GD1820  NAD 83(1986)-  36 33 18.48803(N)    089 36 49.83511(W) AD(       ) 2
 GD1820  NAD 27      -  36 33 18.26912(N)    089 36 49.54647(W) AD(       ) 2
 GD1820  NGVD 29 (07/19/86)   99.2    (m)          325.     (f) VERT ANG       
 GD1820
 GD1820.Superseded values are not recommended for survey control.
 GD1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1820.See file dsdata.txt to determine how the superseded data were derived.
 GD1820
 GD1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6605948703(NAD 83)
 GD1820_MARKER: DZ = AZIMUTH MARK DISK
 GD1820_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GD1820_SP_SET: ABUTMENT
 GD1820_STAMPING: MARSTON 1954 1970
 GD1820_MARK LOGO: CGS   
 GD1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1820+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1990
 GD1820
 GD1820  HISTORY     - Date     Condition        Report By
 GD1820  HISTORY     - 1970     MONUMENTED       NGS
 GD1820  HISTORY     - 19901016 GOOD             NGS
 GD1820
 GD1820                          STATION DESCRIPTION
 GD1820
 GD1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GD1820'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTH OF MARSTON, 4.0 KM
 GD1820'(2.50 MI) SOUTH OF LILBOURN AND 1.6 KM (1.00 MI) SOUTH OF
 GD1820'HOWARDVILLE. OWNERSHIP-MISSOURI HIGHWAY AND TRANSPORTATION
 GD1820'DEPARTMENT, P.O.BOX 270, JEFFERSON CITY MO 65102. PHONE IS
 GD1820'314-751-2551. TO REACH THE STATION FROM THE HIGH SCHOOL AND
 GD1820'VOCATIONAL CENTER IN HOWARDVILLE. GO SOUTHERLY ON U.S.HIGHWAYS 61 AND
 GD1820'62 FOR 0.52 KM (0.30 MI) TO THE JUNCTION OF COUNTY ROAD D ON THE
 GD1820'RIGHT. CONTINUE SOUTHERLY ON U.S.HIGHWAYS 61 AND 62 FOR 1.15 KM
 GD1820'(0.70 MI) TO WHERE U.S.HIGHWAY 62 TURNS TO THE WEST. BEAR RIGHT AND
 GD1820'GO WEST ON U.S.HIGHWAY 62 FOR 0.44 KM (0.25 MI) TO A RAILROAD
 GD1820'OVERPASS AND THE STATION ON THE LEFT. CEMENTED IN A DRILL HOLE IN THE
 GD1820'SOUTHEAST CORNER OF THE EAST CONCRETE ABUTMENT OF A BRIDGE. THE
 GD1820'STATION IS LOCATED 4.1 M (13.5 FT) SOUTH FROM THE CENTERLINE OF
 GD1820'U.S.HIGHWAY 62 AND 0.5 M (1.6 FT) NORTHWEST FROM THE WEST END OF A
 GD1820'STEEL GUARDRAIL. THE STATION IS FLUSH WITH THE GROUND AND THE
 GD1820'HIGHWAY. DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1819 ***********************************************************************
 GD1819  DESIGNATION -  MARSTON MUN TANK
 GD1819  PID         -  GD1819
 GD1819  STATE/COUNTY-  MO/NEW MADRID
 GD1819  USGS QUAD   -  NEW MADRID (1971)
 GD1819
 GD1819                         *CURRENT SURVEY CONTROL
 GD1819  ___________________________________________________________________
 GD1819* NAD 83(1997)-  36 31 07.21522(N)    089 36 33.65395(W)     ADJUSTED  
 GD1819* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 GD1819  ___________________________________________________________________
 GD1819  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 GD1819  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 GD1819
 GD1819  HORZ ORDER  -  THIRD
 GD1819
 GD1819.The horizontal coordinates were established by classical geodetic methods
 GD1819.and adjusted by the National Geodetic Survey in February 2000..
 GD1819
 GD1819.The orthometric height was scaled from a topographic map.
 GD1819
 GD1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1819
 GD1819.The geoid height was determined by GEOID03.
 GD1819
 GD1819;                    North         East     Units Scale Factor Converg.
 GD1819;SPC MO E     -    76,410.519   329,770.930   MT  1.00001171   +0 31 48.1
 GD1819;UTM  16      - 4,044,646.475   266,351.466   MT  1.00027264   -1 33 12.5
 GD1819
 GD1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1819!SPC MO E     -   0.99999018  x   1.00001171  =   1.00000189
 GD1819!UTM  16      -   0.99999018  x   1.00027264  =   1.00026282
 GD1819
 GD1819                          SUPERSEDED SURVEY CONTROL
 GD1819
 GD1819  NAD 83(1997)-  36 31 07.21560(N)    089 36 33.65483(W) AD(       ) 4
 GD1819  NAD 83(1997)-  36 31 07.21582(N)    089 36 33.65474(W) AD(       ) 4
 GD1819  NAD 83(1997)-  36 31 07.22463(N)    089 36 33.65128(W) AD(       ) 4
 GD1819  NAD 83(1997)-  36 31 07.22657(N)    089 36 33.65266(W) AD(       ) 4
 GD1819  NAD 83(1986)-  36 31 07.22666(N)    089 36 33.65241(W) AD(       ) 4
 GD1819  NAD 27      -  36 31 07.00856(N)    089 36 33.35178(W) AD(       ) 3
 GD1819
 GD1819.Superseded values are not recommended for survey control.
 GD1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1819.See file dsdata.txt to determine how the superseded data were derived.
 GD1819
 GD1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6635144646(NAD 83)
 GD1819_MARKER: 53 = ELEVATED TANK
 GD1819
 GD1819  HISTORY     - Date     Condition        Report By
 GD1819  HISTORY     - 1977     FIRST OBSERVED   NGS
 GD1819
 GD1819                          STATION DESCRIPTION
 GD1819
 GD1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1819'THE STATION IS THE APEX OF THE VENT ATOP THE MARSTON MUNICIPAL
 GD1819'WATER TANK WHICH IS LOCATED AT THE CENTER OF MARSTON, 75 FEET
 GD1819'EAST OF THE CENTER OF MITCHELL STREET AND 115 FEET SOUTH OF THE
 GD1819'CENTER OF ELM STREET.  THE TANK HAS A DOME SHAPED TOP, A
 GD1819'HEMISPHERICAL BOTTOM AND IS SUPPORTED BY 4 TUBULAR STEEL LEGS.
 GD1819'THE OVERALL HEIGHT IS ABOUT 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1426 ***********************************************************************
 JC1426  DESIGNATION -  MARTHA
 JC1426  PID         -  JC1426
 JC1426  STATE/COUNTY-  MO/WARREN
 JC1426  USGS QUAD   -  MARTHASVILLE (1985)
 JC1426
 JC1426                         *CURRENT SURVEY CONTROL
 JC1426  ___________________________________________________________________
 JC1426* NAD 83(1997)-  38 37 59.59928(N)    091 04 24.12149(W)     ADJUSTED  
 JC1426* NAVD 88     -       185.0    (meters)     607.     (feet)  GPS OBS   
 JC1426  ___________________________________________________________________
 JC1426  X           -     -93,456.845 (meters)                     COMP
 JC1426  Y           -  -4,988,094.412 (meters)                     COMP
 JC1426  Z           -   3,960,688.332 (meters)                     COMP
 JC1426  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 JC1426  ELLIP HEIGHT-         153.71  (meters)          (02/17/00) GPS OBS
 JC1426  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JC1426
 JC1426  HORZ ORDER  -  FIRST
 JC1426  ELLP ORDER  -  FOURTH    CLASS I
 JC1426
 JC1426.The horizontal coordinates were established by GPS observations
 JC1426.and adjusted by the National Geodetic Survey in February 2000..
 JC1426
 JC1426.The orthometric height was determined by GPS observations and a
 JC1426.high-resolution geoid model.
 JC1426
 JC1426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1426
 JC1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1426
 JC1426.The ellipsoidal height was determined by GPS observations
 JC1426.and is referenced to NAD 83.
 JC1426
 JC1426.The geoid height was determined by GEOID03.
 JC1426
 JC1426;                    North         East     Units Scale Factor Converg.
 JC1426;SPC MO E     -   310,872.707   200,079.008   MT  0.99996401   -0 21 28.7
 JC1426;UTM  15      - 4,277,836.777   667,695.439   MT  0.99994631   +1 12 11.3
 JC1426
 JC1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1426!SPC MO E     -   0.99997588  x   0.99996401  =   0.99993989
 JC1426!UTM  15      -   0.99997588  x   0.99994631  =   0.99992219
 JC1426
 JC1426|---------------------------------------------------------------------|
 JC1426| PID    Reference Object                     Distance      Geod. Az  |
 JC1426|                                                           dddmmss.s |
 JC1426| CN7383 MARTHA RM 1                           7.925 METERS 01048     |
 JC1426| CN7384 MARTHA RM 2                           9.431 METERS 18534     |
 JC1426| JC1431 NEW HAVEN MUN WATER TANK            APPROX.13.7 KM 2572327.1 |
 JC1426| JC1433 RADIO MAST 1                        APPROX.16.7 KM 3124002.0 |
 JC1426|---------------------------------------------------------------------|
 JC1426
 JC1426                          SUPERSEDED SURVEY CONTROL
 JC1426
 JC1426  NAD 83(1997)-  38 37 59.60425(N)    091 04 24.12227(W) AD(       ) 1
 JC1426  NAD 83(1986)-  38 37 59.61586(N)    091 04 24.12198(W) AD(       ) 1
 JC1426  NAD 83(1986)-  38 37 59.61585(N)    091 04 24.12199(W) AD(       ) 2
 JC1426  NAD 27      -  38 37 59.43772(N)    091 04 23.58935(W) AD(       ) 2
 JC1426  NGVD 29 (07/19/86)  184.4    (m)          605.     (f) VERT ANG       
 JC1426
 JC1426.Superseded values are not recommended for survey control.
 JC1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1426.See file dsdata.txt to determine how the superseded data were derived.
 JC1426
 JC1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC6769577837(NAD 83)
 JC1426_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1426_STAMPING: MARTHA 1970
 JC1426_MARK LOGO: USGS  
 JC1426_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1426+STABILITY: SURFACE MOTION
 JC1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1426+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2002
 JC1426
 JC1426  HISTORY     - Date     Condition        Report By
 JC1426  HISTORY     - 1970     MONUMENTED       USGS
 JC1426  HISTORY     - 19950119 GOOD             MODNR
 JC1426  HISTORY     - 20020709 GOOD             CMT
 JC1426
 JC1426                          STATION DESCRIPTION
 JC1426
 JC1426'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1426'THE STATION IS LOCATED ABOUT 1 MI W.-NW. OF MARTHASVILLE IN SURVEY
 JC1426'NO. 873, AT TOP OF BLUFF, ABOUT 1.5 MI N. OF THE MISSOURI RIVER,
 JC1426'ON LAND OWNED BY MR. EDWIN RIDDER, ABOUT 0.25 MI E.-SE. OF HIS
 JC1426'HOUSE AND NEAR HIS N.-S. PROPERTY LINE FENCE AND A HEDGEROW.
 JC1426'
 JC1426'TO REACH THE STATION FROM THE POST OFFICE AT MARTHASVILLE, DRIVE
 JC1426'W.-NW. ON CO. HWY. D FOR 0.3 MI TO JCT. WITH STATE HWY. 47, TURN
 JC1426'RIGHT AND DRIVE N. ON HWY. 47 FOR 0.35 MI TO JCT. OF A GRAVEL
 JC1426'RD. ON THE LEFT AND A FEED MILL ON THE RIGHT, TURN LEFT ON GRAVEL
 JC1426'RD. AND DRIVE W. FOR 0.25 MI TO JCT. OF A PRIVATE RD. ON THE
 JC1426'LEFT, TURN LEFT ON PRIVATE RD. AND DRIVE W. FOR 0.1 MI TO A RIGHT
 JC1426'ANGLE CURVE TO THE LEFT, FOLLOW AROUND CURVE AND CONTINUE S. ON
 JC1426'PRIVATE RD. FOR 0.1 MI TO A RIGHT ANGLE CURVE TO THE RIGHT (W.).
 JC1426'THE STATION WAS REACHED ON FOOT FROM THIS POINT BY
 JC1426'FOLLOWING THE HEDGEROW AND FENCE S. ABOUT 100 YARDS TO THE
 JC1426'SUMMIT OF THE HILL AND STATION.
 JC1426'
 JC1426'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED MARTHA
 JC1426'1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN
 JC1426'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION MARK IS
 JC1426'12 IN. BELOW SURFACE.  REFERENCE MARKS ARE ABOUT FLUSH WITH
 JC1426'GROUND.
 JC1426'
 JC1426'THE STATION MARK IS IN A SMALL CLEARING IN THE W. SIDE OF THE
 JC1426'HEDGEROW, 355 FT S. OF THE CURVE IN THE PRIVATE RD., 319 FT S. OF
 JC1426'A FENCE COR., AND 3 FT W. OF THE N.-S. FENCE AND A METAL WITNESS
 JC1426'POST.
 JC1426'
 JC1426'REFERENCE MARK 1 IS 26.00 FT (7.925 M.) N.-NE. OF STATION AND 1.5
 JC1426'FT W. OF THE FENCE.
 JC1426'
 JC1426'REFERENCE MARK 2 IS 30.94 FT (9.430 M.) S.-SE. OF STATION AND 1
 JC1426'FT W. OF THE FENCE.
 JC1426'
 JC1426'REFERENCE MARK 1 AND REFERENCE MARK 2 IS 56.89 FT (17.340 M.)
 JC1426'
 JC1426'STANDARD BRACED TRIPOD USED.
 JC1426
 JC1426                          STATION RECOVERY (1995)
 JC1426
 JC1426'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1426'THE STATION IS A USGS BRASS CAP CRIMPED ON 10 LENGTHS OF COPPER COATED
 JC1426'ROD 1 FT (0.3 M) BELOW SURFACE AND IN 6 INCH TILE FILLED WITH GRAVEL.
 JC1426'R.M.  1 IS A USGS BRASS CAP CRIMPED ON 10 LENGTHS OF COPPER COATED ROD
 JC1426'ABOUT FLUSH WITH SURFACE AND IN 6 INCH TILE FILLED WITH GRAVEL.  R.M.
 JC1426'2 IS A USGS BRASS CAP CRIMPED ON 10 LENGTHS OF COPPER COATED ROD ABOUT
 JC1426'FLUSH WITH SURFACE AND IN 6 INCH TILE FILLED WITH GRAVEL. THE STATION
 JC1426'IS MARKED MARTHA 1970 AND IT IS LOCATED IN U.S.  SURVEY NO.  873,
 JC1426'T45N, R1W IN WARREN COUNTY.  THE STATION IS 26.0 FT (7.9 M) SOUTH OF
 JC1426'REFERENCE MARK NO.  1, 30.9 FT (9.4 M) NORTH OF REFERENCE MARK NO.  2,
 JC1426'3 FT (0.9 M) WEST OF A NORTH-SOUTH FENCE AND A WITNESS POST AND 355 FT
 JC1426'(108.2 M) SOUTH OF A 90 CURVE ON A PRIVATE DRIVE. TO REACH THE STATION
 JC1426'FROM THE JUNCTION OF HWY.  47 AND ROUTE D IN MARTHASVILLE, GO NORTH ON
 JC1426'HWY.  47 FOR .4 MI (0.6 KM) TO TOWN BRANCH ROAD (GRAVEL) ON LEFT AND A
 JC1426'FEED MILL ON THE RIGHT.  TURN LEFT AND GO WEST ON GRAVEL ROAD FOR .3
 JC1426'MI (0.5 KM) TO A Y INTERSECTION.  TAKE THE ROAD TO THE LEFT AND
 JC1426'CONTINUE WEST FOR .1 MI (0.2 KM) TO A 90 LEFT TURN.  CONTINUE THROUGH
 JC1426'CURVE TO THE SOUTH FOR .1 MI (0.2 KM) TO A 90 TURN TO THE RIGHT THEN
 JC1426'WALK SOUTH ALONG FENCE LINE TO TOP OF HILL AND THE STATION AS
 JC1426'DESCRIBED. NO AZIMUTH MARK TO RECOVER. STATION AND REFERENCE MARK NO.
 JC1426'2 ARE IN GOOD CONDITION.  REFERENCE MARK NO.  1 LOOKS LIKE IT HAS BEEN
 JC1426'HIT AND BENT, ALTHOUGH TIE DISTANCES ARE GOOD. PROPERTY OWNER IS MRS.
 JC1426'AGNES RIDDER, 105 TOWN BRANCH RD., MARTHASVILLE, MO 63557.  TEL
 JC1426'314/433-2629. DATE OF REPORT 12-18-1995
 JC1426
 JC1426                          STATION RECOVERY (2002)
 JC1426
 JC1426'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 JC1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2621 ***********************************************************************
 JD2621  DESIGNATION -  MARTIN
 JD2621  PID         -  JD2621
 JD2621  STATE/COUNTY-  MO/MONITEAU
 JD2621  USGS QUAD   -  CLARKSBURG (1985)
 JD2621
 JD2621                         *CURRENT SURVEY CONTROL
 JD2621  ___________________________________________________________________
 JD2621* NAD 83(1997)-  38 40 23.66810(N)    092 42 07.93786(W)     ADJUSTED  
 JD2621* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 JD2621  ___________________________________________________________________
 JD2621  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 JD2621  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JD2621
 JD2621  HORZ ORDER  -  THIRD
 JD2621
 JD2621.The horizontal coordinates were established by classical geodetic methods
 JD2621.and adjusted by the National Geodetic Survey in February 2000..
 JD2621
 JD2621.The orthometric height was scaled from a topographic map.
 JD2621
 JD2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2621
 JD2621.The geoid height was determined by GEOID03.
 JD2621
 JD2621;                    North         East     Units Scale Factor Converg.
 JD2621;SPC MO C     -   315,178.339   482,404.597   MT  0.99993714   -0 07 34.9
 JD2621;UTM  15      - 4,280,558.886   525,904.804   MT  0.99960826   +0 11 09.9
 JD2621
 JD2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2621!SPC MO C     -   0.99995992  x   0.99993714  =   0.99989706
 JD2621!UTM  15      -   0.99995992  x   0.99960826  =   0.99956819
 JD2621
 JD2621|---------------------------------------------------------------------|
 JD2621| PID    Reference Object                     Distance      Geod. Az  |
 JD2621|                                                           dddmmss.s |
 JD2621| DF8325 MARTIN RM 3                           2.566 METERS 00721     |
 JD2621| CN7387 MARTIN RM 1                          25.691 METERS 00722     |
 JD2621| CN7386 MARTIN AZ MK 2                      APPROX. 0.5 KM 0923717.4 |
 JD2621| CN7385 MARTIN AZ MK                                       0954332.0 |
 JD2621| CN7388 MARTIN RM 2                           2.212 METERS 25400     |
 JD2621| JD2626 TIPTON MUNICIPAL TANK               APPROX. 7.0 KM 2560343.5 |
 JD2621|---------------------------------------------------------------------|
 JD2621
 JD2621                          SUPERSEDED SURVEY CONTROL
 JD2621
 JD2621  NAD 83(1986)-  38 40 23.67887(N)    092 42 07.94010(W) AD(       ) 3
 JD2621  NAD 27      -  38 40 23.59078(N)    092 42 07.23602(W) AD(       ) 3
 JD2621
 JD2621.Superseded values are not recommended for survey control.
 JD2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2621.See file dsdata.txt to determine how the superseded data were derived.
 JD2621
 JD2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2590580559(NAD 83)
 JD2621_MARKER: DS = TRIANGULATION STATION DISK
 JD2621_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JD2621_STAMPING: MARTIN 1963
 JD2621_MARK LOGO: CGS   
 JD2621_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD2621
 JD2621  HISTORY     - Date     Condition        Report By
 JD2621  HISTORY     - 1963     MONUMENTED       CGS
 JD2621  HISTORY     - 1972     GOOD             NGS
 JD2621  HISTORY     - 19841022 GOOD             NGS
 JD2621
 JD2621                          STATION DESCRIPTION
 JD2621
 JD2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2621'STATION IS LOCATED ABOUT 2.0 MILES NORTHWEST OF CLARKSBURG,
 JD2621'IN THE APPROXIMATE CENTER OF SECTION 8, T 45 N, R 16 W AND IT
 JD2621'ON PROPERTY OWNED BY GOLDEN MARTIN WHOSE HOME IS ABOUT 1/2
 JD2621'MILE EAST-SOUTHEAST OF THE STATION.
 JD2621'
 JD2621'TO REACH THE STATION FROM THE POST OFFICE IN CLARKSBURG,
 JD2621'GO WEST AND NORTH ON COUNTY ROUTE M FOR 0.35 MILE TO A GRAVEL
 JD2621'SIDE ROAD TO THE LEFT, TURN LEFT AND GO NORTHWESTERLY ON A
 JD2621'GRAVEL ROAD FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 JD2621'DESCRIBED BELOW, CONTINUE NORTHERLY ON THE MAIN GRAVEL ROAD
 JD2621'FOR 0.15 MILE TO WHERE THE GRAVEL ROAD MAKES A SHARP TURN TO
 JD2621'THE WEST, TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.35
 JD2621'MILES TO A SIDE ROAD TO THE LEFT, TURN LEFT AND GO SOUTH ON A
 JD2621'PRIVATE DRIVEWAY FOR 0.1 MILE TO AN UNUSED FARM HOME AND
 JD2621'STATION AS DESCRIBED.
 JD2621'
 JD2621'STATION MARK IS 60.5 FEET NORTH-NORTHEAST OF THE NORTHEAST
 JD2621'CORNER OF A FARM HOUSE, 25.4 FEET NORTH OF A FENCE AND 10.7
 JD2621'FEET WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 JD2621'CEMENTED IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT
 JD2621'IS 12-INCHES BELOW THE GROUND SURFACE.  IT IS STAMPED- MARTIN
 JD2621'1963.
 JD2621'
 JD2621'RM 1 IS 1.0 FOOT WEST OF A WIRE FENCE LINE.  IT IS STAMPED-
 JD2621'MARTIN NO 1 1963 AND PROJECTS 4 INCHES.
 JD2621'
 JD2621'RM 2 IS 38 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM
 JD2621'HOUSE, 30.2 FEET WEST OF THE CENTER OF A BOARD GATE AND
 JD2621'1 FOOT NORTH OF THE NORTHWEST FENCE CORNER.  IT IS A STANDARD
 JD2621'DISK STAMPED- MARTIN NO 2 1963 AND PROJECTS 4 INCHES.
 JD2621'
 JD2621'AZIMUTH MARK IS 17.5 FEET WEST OF THE CENTER OF A GRAVEL
 JD2621'ROAD, 3.9 FEET SOUTH OF A POWER LINE POLE, 1.6 FEET EAST OF
 JD2621'A FENCE LINE AND 1.6 FEET NORTH-NORTHEAST OF A METAL WITNESS
 JD2621'POST.  IT IS STAMPED- MARTIN 1963 AND PROJECTS 4 INCHES.
 JD2621'
 JD2621'RM 1 AND 2 AND THE AZIMUTH MARK ARE STANDARD DISKS CEMENTED
 JD2621'IN THE TOPS OF CONCRETE CYLINDERS 12-INCHES IN DIAMETER.
 JD2621
 JD2621                          STATION RECOVERY (1972)
 JD2621
 JD2621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JD2621'ALL THE MARKS WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 JD2621'DESCRIBED.  THE DESCRIPTION OF THE ROUTE TO REACH THE STATION
 JD2621'IS ADEQUATE.  DUE TO LAND SCAPING IN THE AREA THE AZIMUTH MARK
 JD2621'WAS DUG OUT AND RESET IN ANOTHER LOCATION.  THE DIRECTIONS
 JD2621'TO THE MARKS WERE VERIFIED.  THE DISTANCES TO THE REFERENCE
 JD2621'MARKS WERE NOT CHECKED THIS DATE.
 JD2621'
 JD2621'FOLLOWING IS A DESCRIPTION FOR THE AZIMUTH MARK.
 JD2621'
 JD2621'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MARTIN 1963 1972,
 JD2621'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 JD2621'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET EAST OF
 JD2621'THE CENTER OF THE GRAVELED ROAD, 3.5 FEET SOUTH OF A FENCE POST
 JD2621'THAT IS BRACED FROM THE NORTH AND 1.8 FEET NORTH OF A METAL
 JD2621'WITNESS POST.
 JD2621'
 JD2621'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 JD2621'THE DRIVEWAY FOR 0.1 MILE TO THE GRAVELED ROAD.  TURN RIGHT
 JD2621'AND GO EAST AND SOUTH ON THE GRAVELED ROAD FOR 0.35 MILE
 JD2621'TO THE AZIMUTH MARK ON THE LEFT.
 JD2621'
 JD2621'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES
 JD2621'NORTHWEST OF CLARKSBURG.
 JD2621
 JD2621                          STATION RECOVERY (1984)
 JD2621
 JD2621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JD2621'THE RECESSED STATION MARK, RM 2 AND THE AZ MK WERE RECOVERED IN GOOD
 JD2621'CONDITION.  RM 1 WAS FOUND WITH THE DISK MISSING.  SINCE THE MONUMENT
 JD2621'WAS SOLID, THE OLD STEM WAS REMOVED AND RM 3 WAS SET INTO THE
 JD2621'RESULTING HOLE.  THE DISTANCE TO RM 2 WAS 0.034 METER (0.112 FT)
 JD2621'LONGER THAN THE 1963 DISTANCE, WHILE THE DIRECTION WAS 2 MINUTES, 9
 JD2621'SECONDS SMALLER THAN THE 1972 DIRECTION.  THE DISTANCE TO THE MARK WAS
 JD2621'NOT MEASURED IN 1972.  A CHECK ANGLE WAS OBTAINED TO A DISTANT
 JD2621'LANDMARK, THEREFORE, THE UNDERGROUND MARK WAS NOT INSPECTED.  DUE TO
 JD2621'THE ABOVE AND ROAD CHANGES, A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 JD2621'LOCATED ABOUT 4 MI (6.4 KM) NE OF TIPTON, 2 MI (3.2 KM) NW OF
 JD2621'CLARKSBURG, IN THE APPROXIMATE CENTER OF SEC 8, T45N, R 16W AND ON
 JD2621'PROPETY OWNED BY GOLDEN MARTIN, ROUTE 1, BX 60, CLARKSBURG, MISSOURI
 JD2621'65025.  TO REACH THE STATION FROM THE POST OFFICE IN CLARKSBURG, GO W
 JD2621'ON STATE ROAD H FOR 0.3 MI (0.5 KM) TO WHERE THE ROAD TURNS RIGHT.
 JD2621'CONTINUE N ON ROAD H FOR 0.05 MI (0.08 KM) TO A GRAVELED CROSSROAD.
 JD2621'TURN LEFT AN GO W ON THE GRAVELED ROAD FOR 1.4 MI (2.3 KM) TO A CURVE
 JD2621'RIGHT AND N.  CONTINUE N FOR 0.15 MI (0.24 KM) TO THE AZ MK ON THE
 JD2621'RIGHT.  CONTINUE N FOR 0.15 MI (0.24 KM) TO A CURVE, LEFT AND W.
 JD2621'CONTINUE W ON THE GRAVELED ROAD FOR 0.3 MI (0.5 KM) TO A GATE ON THE
 JD2621'LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND GO S, ACROSS A FIELD
 JD2621'ALONG THE W SIDE OF A FENCE, FOR 0.6 MI (1.0 KM) TO AN OLD, ABANDONED
 JD2621'HOUSE AND THE STATION.
 JD2621' 
 JD2621'THE STATION IS A STANDARD CGS DISK STAMPED---MARTIN 1963---, SET INTO
 JD2621'THE TOP OF AN IRREGULAR MASS OF CONCRETE, 15 INCHES (38.1 CM) IN
 JD2621'DIAMETER, RECESSED 15 INCHES (38 CM) BELOW THE GROUND.  THE STATION IS
 JD2621'LOCATED 60.5 FT (18.4 M) NNE FROM THE NE CORNER OF THE OLD HOUSE, 25.4
 JD2621'FT (7.7 M) N FROM AN E/W FENCE, 10.7 FT (3.3 M) W FROM A N/S FENCE AND
 JD2621'A WITNESS POST.  RM NO 02, IS A STANDARD CGS DISK STAMPED---MARTIN NO
 JD2621'2 1963---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES
 JD2621'(30 CM) IN DIAMETER, PROJECTING 06 INCHES (15 CM) ABOVE THE GROUND.
 JD2621'THE STATION IS LOCATED 38.0 FT (11.6 M) NW FROM THE NW CORNER OF THE
 JD2621'OLD HOUSE, 1.0 FT (0.3 M) N FROM THE NW CORNER OF A FENCE AROUND THE
 JD2621'HOUSE, 1.0 FT (0.3 M) S FROM A WITNESS POST.  RM NO 03, IS A STANDARD
 JD2621'NGS DISK STAMPED---MARTIN 1963 NO 3 1984---, SET INTO THE TOP OF A
 JD2621'ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, PROJECTING
 JD2621'06 INCHES (15 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 109.5 FT
 JD2621'(33.4 M) N FROM AN E-W FENCE, 1.0 FT (0.3 M) W FROM A N/S FENCE, 0.5
 JD2621'FT (15.2 CM) E FROM A WITNESS POST, AND 1.5 FT (0.5 M) HIGHER THAN THE
 JD2621'STATION.  AZ MK NO 02, IS A STANDARD CGS DISK STAMPED---MARTIN 1963
 JD2621'1972---, SET INTO THE TOP OF A ROUND CONCRETE MONUEMENT, 12.0 INCHES,
 JD2621'30.0 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 20.5
 JD2621'FT (6.2 M) E FROM THE CENTERLINE OF THE ROAD, 3.5 FT (1.1 M) S FROM A
 JD2621'BRACED, WOODEN FENCE POST, 1.8 FT (0.5 M) N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE1071 ***********************************************************************
 GE1071  DESIGNATION -  MARTIN
 GE1071  PID         -  GE1071
 GE1071  STATE/COUNTY-  MO/BUTLER
 GE1071  USGS QUAD   -  STRINGTOWN (1980)
 GE1071
 GE1071                         *CURRENT SURVEY CONTROL
 GE1071  ___________________________________________________________________
 GE1071* NAD 83(1997)-  36 50 49.22177(N)    090 31 13.47318(W)     ADJUSTED  
 GE1071* NAVD 88     -       174.44   (+/-2cm)     572.3    (feet)  VERTCON   
 GE1071  ___________________________________________________________________
 GE1071  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 GE1071  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 GE1071
 GE1071  HORZ ORDER  -  FIRST
 GE1071  VERT ORDER  -  THIRD ? (See Below)
 GE1071
 GE1071.The horizontal coordinates were established by classical geodetic methods
 GE1071.and adjusted by the National Geodetic Survey in February 2000..
 GE1071
 GE1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE1071.The vertical order pertains to the NGVD 29 superseded value.
 GE1071
 GE1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE1071
 GE1071.The geoid height was determined by GEOID03.
 GE1071
 GE1071;                    North         East     Units Scale Factor Converg.
 GE1071;SPC MO E     -   112,475.221   248,179.830   MT  0.99993337   -0 00 44.1
 GE1071;UTM  15      - 4,080,770.345   721,085.033   MT  1.00020220   +1 29 15.2
 GE1071
 GE1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1071!SPC MO E     -   0.99997723  x   0.99993337  =   0.99991060
 GE1071!UTM  15      -   0.99997723  x   1.00020220  =   1.00017943
 GE1071
 GE1071|---------------------------------------------------------------------|
 GE1071| PID    Reference Object                     Distance      Geod. Az  |
 GE1071|                                                           dddmmss.s |
 GE1071| CI4589 MARTIN RM 1                          28.155 METERS 07809     |
 GE1071| GE0970 POPLAR BLUFF TV STA KPOB MAST       APPROX. 8.0 KM 1294420.4 |
 GE1071| GE0965 POPLAR BLUFF MUNICIPAL TANK         APPROX.14.0 KM 1341411.2 |
 GE1071| CI4590 MARTIN RM 2                          51.618 METERS 16952     |
 GE1071| GE1101 JUNCTION                            APPROX.27.5 KM 2894420.1 |
 GE1071|---------------------------------------------------------------------|
 GE1071
 GE1071                          SUPERSEDED SURVEY CONTROL
 GE1071
 GE1071  NAD 83(1997)-  36 50 49.22674(N)    090 31 13.47277(W) AD(       ) 1
 GE1071  NAD 83(1997)-  36 50 49.22944(N)    090 31 13.47271(W) AD(       ) 1
 GE1071  NAD 83(1986)-  36 50 49.23203(N)    090 31 13.47300(W) AD(       ) 1
 GE1071  NAD 27      -  36 50 49.03940(N)    090 31 13.06030(W) AD(       ) 1
 GE1071  NGVD 29 (07/19/86)  174.45   (m)          572.3    (f) LEVELING    3  
 GE1071
 GE1071.Superseded values are not recommended for survey control.
 GE1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1071.See file dsdata.txt to determine how the superseded data were derived.
 GE1071
 GE1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2108580770(NAD 83)
 GE1071_MARKER: DS = TRIANGULATION STATION DISK
 GE1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1071+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 GE1071
 GE1071  HISTORY     - Date     Condition        Report By
 GE1071  HISTORY     - 1930     MONUMENTED       CGS
 GE1071  HISTORY     - 1963     GOOD             CGS
 GE1071  HISTORY     - 20040405 GOOD             MODNR
 GE1071
 GE1071                          STATION DESCRIPTION
 GE1071
 GE1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 GE1071'ABOUT 9 MILES, AIR LINE, AND 12 MILES BY ROAD NORTHWEST OF
 GE1071'POPLAR BLUFF, 2 MILES NORTH OF POPLAR BLUFF-CANECREEK ROAD,
 GE1071'AND ONE-HALF MILE WEST OF PHILIP MARTINS HOUSE, ON WEST END
 GE1071'OF FLAT TIMBERED RIDGE.  TO REACH FROM POPLAR BLUFF, GO 5
 GE1071'MILES NORTHWEST ON UNITED STATES ROUTE 67 TO FORK AT ROAD
 GE1071'HOUSE, LEAVE ROUTE 67 AND TAKE COUNTY ROAD WEST, FOLLOWING
 GE1071'THE MAIN-TRAVELED AND STRAIGHT ROAD AT CROSSINGS, PAST
 GE1071'SCHOOLHOUSE AT 1-1/2 MILES, ON 0.7 MILE TO CROSSING, AND STRAIGHT
 GE1071'THROUGH 2.6 MILES TO FORK, TAKE RIGHT OR STRAIGHT ROAD 1.9
 GE1071'MILES TO T-INTERSECTION, THEN RIGHT-HAND ROAD 0.4 MILE,
 GE1071'TURN RIGHT ONTO DIM HILL ROAD IN SIGHT OF CREEK AND FOLLOW
 GE1071'0.5 MILE UP HILL AND ALONG RIDGE.  MARTINS HOUSE IS ON
 GE1071'ROAD AT FOOT OF HILL.  STATION IS 4 METERS (13 FEET)
 GE1071'SOUTHWEST OF DIRT RIDGE ROAD, 7.8 METERS (26 FEET)
 GE1071'SOUTHEAST OF 16-INCH OAK TREE, AND 7.6 METERS (25 FEET)
 GE1071'WEST OF 12-INCH OAK TREE.  SURFACE AND UNDERGROUND
 GE1071'MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 GE1071'REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 GE1071'IN CONCRETE.  NO. 1 IS 12 METERS (39 FEET) EAST OF
 GE1071'RIDGE ROAD AND 28.18 METERS (92.5 FEET) FROM STATION
 GE1071'N 78 DEG 09 MIN E.  NO. 2 IS 16 METERS (52 FEET) EAST OF
 GE1071'RIDGE ROAD AND 55 METERS (180 FEET) FROM STATION S 10 DEG O8 MIN E.
 GE1071'349 D
 GE1071
 GE1071                          STATION RECOVERY (1963)
 GE1071
 GE1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE1071'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN
 GE1071'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 GE1071'MARK 1 CHECKED.  THE DIRECTION TO REFERENCE MARK 2 CHECKED
 GE1071'BUT THE DISTANCE WAS FOUND TO BE 10.65 FEET SHORTER THAN
 GE1071'PREVIOUSLY MEASURED.
 GE1071'
 GE1071'DUE TO SEVERAL CHANGES AT THE STATION A COMPLETE NEW DESCRIPTION
 GE1071'FOLLOWS,
 GE1071'
 GE1071'THE STATION IS ABOUT 8-1/4 MILES SOUTH AND 1-3/4 MILES EAST
 GE1071'OF WILLIAMSVILLE, ABOUT 7 MILES WEST AND 6-1/2 MILES NORTH
 GE1071'OF POPLAR BLUFF, IN THE NORTHEAST 1/4 OF SEC. 4, T. 25 N.,
 GE1071'R. 5 E., AND ON THE PROPERTY OF MR. ARVIN M. KEARBEY.  IT IS
 GE1071'95 FEET WEST OF A 24 INCH OAK TREE WITH A TRIANGULAR BLAZE
 GE1071'ON THE WEST SIDE, 84 FEET WEST OF THE CENTERLINE OF A TRACK
 GE1071'ROAD, 57 FEET SOUTHWEST OF A 24 INCH OAK TREE AND 6 FEET
 GE1071'SOUTH OF A WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES
 GE1071'AND THE DISK IS STAMPED MARTIN 1930.
 GE1071'
 GE1071'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 67 ABOUT
 GE1071'8 MILES NORTH OF POPLAR BLUFF, GO WEST ON HIGHWAY 60 FOR
 GE1071'1.4 MILES TO A FIELD ENTRANCE AND A WOODEN GATE ON THE
 GE1071'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND GO NORTHERLY
 GE1071'ON A FIELD ROAD FOR 0.05 MILE TO THE EDGE OF THE WOODS
 GE1071'AND A HOG PEN ON THE LEFT.  TURN RIGHT AND GO EASTERLY
 GE1071'ON A TRACK ROAD FOR 0.1 MILE TO A DIM TRACK ROAD LEFT AND A
 GE1071'TRIANGULAR BLAZED TREE ON THE LEFT.  TURN LEFT AND GO
 GE1071'NORTHERLY ON THE DIM TRACK ROAD FOR 0.55 MILE TO A TRIANGULAR
 GE1071'BLAZED TREE ON THE RIGHT AND THE STATION ON THE LEFT JUST
 GE1071'BEFORE REACHING A WOODEN GATE.
 GE1071'
 GE1071'REFERENCE MARK 1 IS 60 FEET SOUTHEAST OF THE 24 INCH OAK TREE,
 GE1071'51 FEET NORTH OF THE 24 INCH OAK TREE WITH THE TRIANGULAR
 GE1071'BLAZE ON THE WEST SIDE AND 25 FEET EAST OF THE CENTERLINE
 GE1071'OF THE TRACK ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GE1071'DISK IS STAMPED MARTIN NO 1 1930.
 GE1071'
 GE1071'REFERENCE MARK 2 IS 27 FEET WEST OF A 12 INCH HICKORY TREE
 GE1071'AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD.  THE
 GE1071'MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED MARTIN
 GE1071'NO 2 1930.
 GE1071'
 GE1071'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR REFERENCE
 GE1071'MARK 3.
 GE1071'
 GE1071'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GE1071
 GE1071                          STATION RECOVERY (2004)
 GE1071
 GE1071'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (BDC)
 GE1071'THE STATION AND RM'S WERE RECOVERED IN GOOD CONDITION. THE STATION IS
 GE1071'IN THE WOODS AND ON PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CN7386 ***********************************************************************
 CN7386  DESIGNATION -  MARTIN AZ MK 2
 CN7386  PID         -  CN7386
 CN7386  STATE/COUNTY-  MO/MONITEAU
 CN7386  USGS QUAD   -  CLARKSBURG (1985)
 CN7386
 CN7386                         *CURRENT SURVEY CONTROL
 CN7386  ___________________________________________________________________
 CN7386* NAD 83(1997)-  38 40 22.85684(N)    092 41 45.35257(W)     ADJUSTED  
 CN7386* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 CN7386  ___________________________________________________________________
 CN7386  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CN7386  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 CN7386
 CN7386  HORZ ORDER  -  THIRD
 CN7386
 CN7386.The horizontal coordinates were established by classical geodetic methods
 CN7386.and adjusted by the National Geodetic Survey in January 2004..
 CN7386
 CN7386.The orthometric height was scaled from a topographic map.
 CN7386
 CN7386.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN7386
 CN7386.The geoid height was determined by GEOID03.
 CN7386
 CN7386;                    North         East     Units Scale Factor Converg.
 CN7386;SPC MO C     -   315,152.139   482,950.466   MT  0.99993691   -0 07 20.8
 CN7386;UTM  15      - 4,280,535.671   526,450.628   MT  0.99960862   +0 11 24.0
 CN7386
 CN7386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN7386!SPC MO C     -   0.99996051  x   0.99993691  =   0.99989742
 CN7386!UTM  15      -   0.99996051  x   0.99960862  =   0.99956915
 CN7386
 CN7386                          SUPERSEDED SURVEY CONTROL
 CN7386
 CN7386.No superseded survey control is available for this station.
 CN7386
 CN7386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2645180536(NAD 83)
 CN7386_MARKER: DZ = AZIMUTH MARK DISK
 CN7386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN7386_STAMPING: MARTIN 1963 1972
 CN7386_MARK LOGO: NGS   
 CN7386_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN7386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN7386+STABILITY: SURFACE MOTION
 CN7386
 CN7386  HISTORY     - Date     Condition        Report By
 CN7386  HISTORY     - 1972     MONUMENTED       NGS
 CN7386  HISTORY     - 19841022 GOOD             NGS
 CN7386
 CN7386                          STATION DESCRIPTION
 CN7386
 CN7386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CN7386'THE STATION, WHICH WAS SET IN 1972 AND POSITIONED IN 1984, IS LOCATED
 CN7386'ABOUT 4 1/2 MI NE OF TIPTON, 1 3/4 MI NW OF CLARKSBURG AND AT THE E
 CN7386'SIDE OF A GRAVELED ROAD, ON PROPERTY OWNED BY GOLDEN MARTIN, ROUTE 1,
 CN7386'BOX 60, CLARKSBURG, MO 65025.  TO REACH THE STATION FROM THE POST
 CN7386'OFFICE IN CLARKSBURG, GO W AND N ON STATE ROAD H FOR 0.35 MI (0.56 KM)
 CN7386'TO A GRAVELED CROSS ROAD, JUST PAST THE CURVE TO THE N. TURN LEFT AND
 CN7386'GO W ON THE GRAVELED ROAD FOR 1.4 MI (2.3 KM) TO A CURVE N.  CONTINUE
 CN7386'N FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 CN7386'STANDARD CGS Z MK DISK, STAMPED---MARTIN 1963 1972---, SET INTO THE
 CN7386'TOP OF A 12-INCH ROUND CONCRETE POST THAT I FLUSH WITH THE GROUND.  IT
 CN7386'IS 20.5 FT (6.2 M) E FROM THE CENTERLINE OF THE ROAD, 3.5 FT (1.1 M) S
 CN7386'FROM A BRACED, WOODEN FENCE POST AND 1.8 FT (0.5 M) N FROM A WITNESS
 CN7386'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0914 ***********************************************************************
 HE0914  DESIGNATION -  MARVIN
 HE0914  PID         -  HE0914
 HE0914  STATE/COUNTY-  MO/VERNON
 HE0914  USGS QUAD   -  NEVADA (1991)
 HE0914
 HE0914                         *CURRENT SURVEY CONTROL
 HE0914  ___________________________________________________________________
 HE0914* NAD 83(1997)-  37 45 40.19540(N)    094 15 26.38935(W)     ADJUSTED  
 HE0914* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 HE0914  ___________________________________________________________________
 HE0914  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 HE0914  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HE0914
 HE0914  HORZ ORDER  -  THIRD
 HE0914
 HE0914.The horizontal coordinates were established by classical geodetic methods
 HE0914.and adjusted by the National Geodetic Survey in February 2000..
 HE0914
 HE0914.The orthometric height was scaled from a topographic map.
 HE0914
 HE0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0914
 HE0914.The geoid height was determined by GEOID03.
 HE0914
 HE0914;                    North         East     Units Scale Factor Converg.
 HE0914;SPC MO W     -   176,969.983   871,381.969   MT  0.99994681   +0 08 55.0
 HE0914;UTM  15      - 4,180,060.568   389,250.456   MT  0.99975107   -0 46 12.1
 HE0914
 HE0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0914!SPC MO W     -   0.99996220  x   0.99994681  =   0.99990901
 HE0914!UTM  15      -   0.99996220  x   0.99975107  =   0.99971328
 HE0914
 HE0914|---------------------------------------------------------------------|
 HE0914| PID    Reference Object                     Distance      Geod. Az  |
 HE0914|                                                           dddmmss.s |
 HE0914| CN7395 MARVIN RM 1                          32.260 METERS 14334     |
 HE0914| HE0913 TT 7 B                               18.600 METERS 24817     |
 HE0914| CN7394 MARVIN AZ MK                                       2691547.9 |
 HE0914|---------------------------------------------------------------------|
 HE0914
 HE0914                          SUPERSEDED SURVEY CONTROL
 HE0914
 HE0914  NAD 83(1997)-  37 45 40.19588(N)    094 15 26.38942(W) AD(       ) 3
 HE0914  NAD 83(1997)-  37 45 40.20481(N)    094 15 26.38934(W) AD(       ) 3
 HE0914  NAD 83(1986)-  37 45 40.20596(N)    094 15 26.38642(W) AD(       ) 3
 HE0914  NAD 27      -  37 45 40.06189(N)    094 15 25.58270(W) AD(       ) 3
 HE0914
 HE0914.Superseded values are not recommended for survey control.
 HE0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0914.See file dsdata.txt to determine how the superseded data were derived.
 HE0914
 HE0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB8925080061(NAD 83)
 HE0914_MARKER: DS = TRIANGULATION STATION DISK
 HE0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0914
 HE0914  HISTORY     - Date     Condition        Report By
 HE0914  HISTORY     - 1948     MONUMENTED       CGS
 HE0914  HISTORY     - 1948     GOOD             CGS
 HE0914  HISTORY     - 1965     GOOD             CGS
 HE0914
 HE0914                          STATION DESCRIPTION
 HE0914
 HE0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0914'THE STATION IS LOCATED 7.5 MILES SOUTHEAST OF NEVADA AND
 HE0914'3 MILES EAST OF THE VILLAGE OF MILO.  IT IS 1 FOOT WEST
 HE0914'OF A NORTH-SOUTH FENCE LINE, 3 FEET SOUTH-SOUTHWEST OF A
 HE0914'WITNESS POST, 22.5 FEET NORTH OF A FENCE CORNER, 61 FEET
 HE0914'NORTHWEST OF A T-ROAD INTERSECTION AND 25 FEET WEST OF A
 HE0914'GRAVELED ROAD.  THE DISK IS STAMPED MARVIN 1948 AND SET
 HE0914'FLUSH WITH THE GROUND.
 HE0914'
 HE0914'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 1 FOOT
 HE0914'NORTH OF A EAST-WEST FENCE LINE AND 28.5 FEET SOUTH OF A
 HE0914'GRADED ROAD.  THE DISK IS STAMPED MARVIN NO 1 1948 AND PROJECTS
 HE0914'7 INCHES ABOVE GROUND.
 HE0914'
 HE0914'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST FROM THE STATION,
 HE0914'31 FEET NORTH OF A GRADED ROAD AND 55.7 FEET WEST OF A FENCE
 HE0914'CORNER.  THE DISK IS A U.S.G.S. DISK, SET IN A 6 BY 6 INCH
 HE0914'CONCRETE POST AND PROJECTS 5 INCHES.  THE DISK IS STAMPED
 HE0914'TT 7B 1933 ELV. 891.
 HE0914'
 HE0914'THE AZIMUTH MARK IS LOCATED 0.35 MILE WEST OF THE STATION,
 HE0914'1 FOOT NORTH OF A WOVEN WIRE FENCE, 1.5 FEET EAST OF A POWER
 HE0914'LINE POLE, 39 FEET SOUTH OF A GRAVELED ROAD.  THE DISK IS
 HE0914'STAMPED MARVIN 1948 AND PROJECTS 8 INCHES.
 HE0914'
 HE0914'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND 54, EAST
 HE0914'OF THE UNDERPASS IN NEVADA, GO SOUTH ON HIGHWAY 71 FOR 7
 HE0914'MILES TO ROUTE E, AT THE NORTH EDGE OF THE VILLAGE OF MILO,
 HE0914'TURN EAST ON ROUTE E FOR 2.65 MILES TO THE AZIMUTH MARK
 HE0914'ON THE RIGHT AS DESCRIBED, CONTINUE EAST FOR 0.35 MILE TO
 HE0914'THE STATION ON THE LEFT.
 HE0914'
 HE0914'A 74 FOOT SIGNAL AT TUFF IS VISIBLE AT 64 FEET.
 HE0914'
 HE0914'A 74 FOOT SIGNAL AT BEVER 1939 IS VISIBLE AT 37 FEET.
 HE0914'
 HE0914'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HE0914
 HE0914                          STATION RECOVERY (1948)
 HE0914
 HE0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 HE0914'STATION, AZIMUTH MARK, AND RM NO. 1 WERE RECOVERED IN GOOD
 HE0914'CONDITION.  RM NO. 2 (TT 7B 1933) WAS RECOVERED, BUT THE DISK WAS
 HE0914'MISSING.  MEASUREMENTS CHECKED TO THE MONUMENT.
 HE0914'
 HE0914'THE 1948 ROUTE DESCRIPTION WAS ADEQUATE.
 HE0914
 HE0914                          STATION RECOVERY (1965)
 HE0914
 HE0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 HE0914'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HE0914'
 HE0914'THE 1948 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 HE0914'
 HE0914'NOTE- A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 HE0914'
 HE0914'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1291 ***********************************************************************
 LF1291  DESIGNATION -  MARYVILLE
 LF1291  PID         -  LF1291
 LF1291  STATE/COUNTY-  MO/NODAWAY
 LF1291  USGS QUAD   -  MARYVILLE WEST (1984)
 LF1291
 LF1291                         *CURRENT SURVEY CONTROL
 LF1291  ___________________________________________________________________
 LF1291* NAD 83(1997)-  40 21 15.30368(N)    094 53 05.74840(W)     ADJUSTED  
 LF1291* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 LF1291  ___________________________________________________________________
 LF1291  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 LF1291  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 LF1291
 LF1291  HORZ ORDER  -  SECOND
 LF1291
 LF1291.The horizontal coordinates were established by classical geodetic methods
 LF1291.and adjusted by the National Geodetic Survey in February 2000..
 LF1291
 LF1291.The orthometric height was scaled from a topographic map.
 LF1291
 LF1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1291
 LF1291.The geoid height was determined by GEOID03.
 LF1291
 LF1291;                    North         East     Units Scale Factor Converg.
 LF1291;SPC MO W     -   464,872.054   817,301.708   MT  0.99995433   -0 14 57.3
 LF1291;UTM  15      - 4,468,782.034   339,932.742   MT  0.99991540   -1 13 14.8
 LF1291
 LF1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1291!SPC MO W     -   0.99994889  x   0.99995433  =   0.99990322
 LF1291!UTM  15      -   0.99994889  x   0.99991540  =   0.99986429
 LF1291
 LF1291|---------------------------------------------------------------------|
 LF1291| PID    Reference Object                     Distance      Geod. Az  |
 LF1291|                                                           dddmmss.s |
 LF1291| CL7436 MARYVILLE RM 1                       73.667 METERS 02441     |
 LF1291| LF1289 MARYVILLE NODAWAY MILK PRO STK      APPROX. 0.5 KM 0824007.9 |
 LF1291| LF1288 MARYVILLE MUNICIPAL TANK            APPROX. 0.8 KM 0945457.5 |
 LF1291| LF1290 MARYVILLE NW MO STC STACK           244.119 METERS 10703     |
 LF1291| LF1269 CLYDE BENEDICTINE CONVENT TANK      APPROX.21.5 KM 1201547.8 |
 LF1291| LF1287 MARYVILLE NODAWAY CO CTHSE TWR      APPROX. 1.2 KM 1213948.5 |
 LF1291| CL7435 MARYVILLE AZ MK                                    1963615.9 |
 LF1291| CL7437 MARYVILLE RM 2                       83.369 METERS 33336     |
 LF1291|---------------------------------------------------------------------|
 LF1291
 LF1291                          SUPERSEDED SURVEY CONTROL
 LF1291
 LF1291  NAD 83(1997)-  40 21 15.30353(N)    094 53 05.74859(W) AD(       ) 2
 LF1291  NAD 83(1997)-  40 21 15.30059(N)    094 53 05.75439(W) AD(       ) 2
 LF1291  NAD 83(1986)-  40 21 15.30031(N)    094 53 05.75192(W) AD(       ) 2
 LF1291  NAD 27      -  40 21 15.33800(N)    094 53 04.85200(W) AD(       ) 2
 LF1291
 LF1291.Superseded values are not recommended for survey control.
 LF1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1291.See file dsdata.txt to determine how the superseded data were derived.
 LF1291
 LF1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE3993368782(NAD 83)
 LF1291_MARKER: DS = TRIANGULATION STATION DISK
 LF1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1291
 LF1291  HISTORY     - Date     Condition        Report By
 LF1291  HISTORY     - 1934     MONUMENTED       CGS
 LF1291
 LF1291                          STATION DESCRIPTION
 LF1291
 LF1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1291'THIS STATION IS ON THE CAMPUS OF THE NORTHWEST MISSOURI STATE
 LF1291'TEACHERS COLLEGE, IN THE NORTHWESTERN PART OF MARYVILLE, NEAR
 LF1291'THE CENTER OF SECTION 18, T 64 N, R 35 W.  THE MARK IS ON RANGE
 LF1291'WITH THE W SIDE OF THE W WING OF THE ADMINISTRATION BUILDING,
 LF1291'350 FEET NW OF THE NW CORNER OF THE MAIN PART OF THIS BUILDING,
 LF1291'236 FEET E OF THE E SIDE OF THE SOUTHERLY OF TWO LARGE COLLEGE
 LF1291'BARNS, 27 FEET N OF A CAMPUS ROAD, AND IS SET FLUSH.
 LF1291'
 LF1291'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LF1291'BRONZE DISKS SET IN CONCRETE.
 LF1291'
 LF1291'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 30 YARDS S OF THE
 LF1291'RAILROAD, 14 FEET N OF A CAMPUS ROAD, 223.95 FEET E OF REFERENCE
 LF1291'MARK NO. 2, AND PROJECTS 3 INCHES.
 LF1291'
 LF1291'REFERENCE MARK NO. 2 IS NW OF THE STATION, BESIDE A SMALL SHED
 LF1291'JUST NE OF THE NORTHERLY OF TWO COLLEGE BARNS, 30 YARDS S OF THE
 LF1291'RAILROAD, 40 FEET N OF A CAMPUS ROAD, AND PROJECTS 2 INCHES.
 LF1291'
 LF1291'THE AZIMUTH MARK IS S OF THE STATION, AT THE ENTRANCE TO THE
 LF1291'COLLEGE PARK, 1 FOOT E OF A LINE OF HEDGE TREES, 30 FEET W OF THE
 LF1291'GATES AT THE ENTRANCE TO THE ATHLETIC FIELD (EXTENSION OF GRAND
 LF1291'AVENUE), 48 FEET N OF THE CENTER LINE OF NORMAL AVENUE, AND
 LF1291'PROJECTS 3 INCHES.
 LF1291'
 LF1291'ALL LIGHTS COME INTO VIEW AT 64 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0150 ***********************************************************************
 LF0150  DESIGNATION -  MARYVILLE MAGNETIC STATION
 LF0150  PID         -  LF0150
 LF0150  STATE/COUNTY-  MO/NODAWAY
 LF0150  USGS QUAD   -  MARYVILLE WEST (1984)
 LF0150
 LF0150                         *CURRENT SURVEY CONTROL
 LF0150  ___________________________________________________________________
 LF0150* NAD 83(1986)-  40 21 14.     (N)    094 53 03.     (W)     SCALED    
 LF0150* NAVD 88     -       354.861  (meters)    1164.24   (feet)  ADJUSTED  
 LF0150  ___________________________________________________________________
 LF0150  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 LF0150  DYNAMIC HT  -         354.668 (meters)    1163.61  (feet)  COMP
 LF0150  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 LF0150
 LF0150  VERT ORDER  -  FIRST     CLASS II
 LF0150
 LF0150.The horizontal coordinates were scaled from a topographic map and have
 LF0150.an estimated accuracy of +/- 6 seconds.
 LF0150
 LF0150.The orthometric height was determined by differential leveling
 LF0150.and adjusted by the National Geodetic Survey in June 1991..
 LF0150
 LF0150.The geoid height was determined by GEOID03.
 LF0150
 LF0150.The dynamic height is computed by dividing the NAVD 88
 LF0150.geopotential number by the normal gravity value computed on the
 LF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0150.degrees latitude (g = 980.6199 gals.).
 LF0150
 LF0150.The modeled gravity was interpolated from observed gravity values.
 LF0150
 LF0150;                    North         East    Units  Estimated Accuracy
 LF0150;SPC MO W     -   464,830.      817,370.      MT  (+/- 180 meters Scaled)
 LF0150
 LF0150                          SUPERSEDED SURVEY CONTROL
 LF0150
 LF0150  NGVD 29 (??/??/92)  354.76   (m)         1163.9    (f) COMPUTED    1 2
 LF0150
 LF0150.Superseded values are not recommended for survey control.
 LF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0150.See file dsdata.txt to determine how the superseded data were derived.
 LF0150
 LF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE399687(NAD 83)
 LF0150_MARKER: DB = BENCH MARK DISK
 LF0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0150_SP_SET: SIDEWALK
 LF0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0150
 LF0150  HISTORY     - Date     Condition        Report By
 LF0150  HISTORY     - 1915     MONUMENTED       CGS
 LF0150  HISTORY     - 1960     GOOD             NGS
 LF0150
 LF0150                          STATION DESCRIPTION
 LF0150
 LF0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0150'AT MARYVILLE.
 LF0150'AT MARYVILLE, NODAWAY COUNTY, WEST OF THE WABASH RAILWAY STATION,
 LF0150'ON THE CAMPUS OF THE MARYVILLE STATE TEACHERS COLLEGE, 235 FEET
 LF0150'SOUTH OF THE STEPS OF THE MAIN BUILDING, 21 FEET EAST OF A FIRE
 LF0150'PLUG, 7 FEET WEST OF THE WEST EDGE OF THE MAIN WALK, IN A
 LF0150'CONCRETE WALK, AND 12 FEET SOUTH OF THE BLACKTOP DRIVE.  A SMALL
 LF0150'HOLE IN THE CENTER OF A MARBLE BLOCK, MARKED USCGS 1915 AND
 LF0150'COVERED BY A 10-BY 10-INCH IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1288 ***********************************************************************
 LF1288  DESIGNATION -  MARYVILLE MUNICIPAL TANK
 LF1288  PID         -  LF1288
 LF1288  STATE/COUNTY-  MO/NODAWAY
 LF1288  USGS QUAD   -  MARYVILLE WEST (1984)
 LF1288
 LF1288                         *CURRENT SURVEY CONTROL
 LF1288  ___________________________________________________________________
 LF1288* NAD 83(1997)-  40 21 13.15187(N)    094 52 33.06669(W)     ADJUSTED  
 LF1288* NAVD 88     -                                                        
 LF1288  ___________________________________________________________________
 LF1288  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LF1288  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 LF1288
 LF1288  HORZ ORDER  -  THIRD
 LF1288
 LF1288.The horizontal coordinates were established by classical geodetic methods
 LF1288.and adjusted by the National Geodetic Survey in February 2000..
 LF1288
 LF1288
 LF1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1288
 LF1288.The geoid height was determined by GEOID03.
 LF1288
 LF1288;                    North         East     Units Scale Factor Converg.
 LF1288;SPC MO W     -   464,802.370   818,072.590   MT  0.99995372   -0 14 36.1
 LF1288;UTM  15      - 4,468,699.293   340,702.301   MT  0.99991237   -1 12 53.6
 LF1288
 LF1288                          SUPERSEDED SURVEY CONTROL
 LF1288
 LF1288  NAD 83(1997)-  40 21 13.15172(N)    094 52 33.06687(W) AD(       ) 4
 LF1288  NAD 83(1997)-  40 21 13.14891(N)    094 52 33.07235(W) AD(       ) 4
 LF1288  NAD 83(1986)-  40 21 13.14865(N)    094 52 33.06990(W) AD(       ) 4
 LF1288  NAD 27      -  40 21 13.18700(N)    094 52 32.17100(W) AD(       ) 3
 LF1288
 LF1288.Superseded values are not recommended for survey control.
 LF1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1288.See file dsdata.txt to determine how the superseded data were derived.
 LF1288
 LF1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE4070268699(NAD 83)
 LF1288_MARKER: 53 = ELEVATED TANK
 LF1288
 LF1288  HISTORY     - Date     Condition        Report By
 LF1288  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1288
 LF1288                          STATION DESCRIPTION
 LF1288
 LF1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1288'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF MARYVILLE,
 LF1288'MISSOURI.  IT IS LOCATED IN THE NORTHWESTERN PART OF THE TOWN
 LF1288'IN THE BLOCK BOUNDED ON THE N BY ELEVENTH STREET, ON THE W BY N
 LF1288'MULBERRY STREET, ON THE S BY NINTH STREET AND ON THE E BY FILLMORE
 LF1288'STREET.  IT IS ABOUT 70 FEET FROM THE CENTER LINE OF NINTH
 LF1288'STREET, 130 FEET FROM THE CENTER LINE OF N MULBERRY STREET, AND
 LF1288'190 FEET FROM THE CENTER LINE OF FILLMORE STREET, IN SECTION
 LF1288'18, T 64 N, R 35 W.  THE TANK IS VERY PROMINENT, IT CAN BE SEEN
 LF1288'FOR SOME DISTANCE IN ALL DIRECTIONS IN THE DAY AND THE LIGHT
 LF1288'ON THE TOP OF THE TANK CAN BE SEEN MUCH FARTHER AT NIGHT.  THE
 LF1288'CONCRETE BASE OF THE TANK WAS ERECTED IN 1895, THE METAL PART WAS
 LF1288'ERECTED IN 1910.
 LF1288'
 LF1288'THE TANK HAS A TURRET-SHAPED, TAPERING CYLINDRICAL BASE WITH
 LF1288'FOUR DOORS AT THE BASE.  THIS SECTION IS ABOUT 40 FEET HIGH AND
 LF1288'IS MADE OF CONCRETE.  THE BOWL IS SUPPORTED BY EIGHT SILVER
 LF1288'TRUSS-WORK LEGS ABOUT 30 FEET HIGH.  THE OVAL SECTION EXTENDS
 LF1288'DOWNWARD ABOUT 15 FEET.  A SILVER FEED PIPE JACKET EXTENDS
 LF1288'DOWNWARD FROM THE CENTER OF THE OVAL SECTION TO THE TOP OF THE
 LF1288'CONCRETE SECTION.  THE VERTICAL SECTION OF THE TANK IS
 LF1288'ABOUT 30 FEET HIGH.  THE ROOF IS CONICAL IN SHAPE AND RISES
 LF1288'ABOUT 5 FEET.  THERE IS A BALL AT THE APEX AND ABOVE THIS
 LF1288'THERE IS A LIGHT.  THE OVAL SECTION, THE VERTICAL SECTION AND
 LF1288'THE BALL ARE SILVER IN COLOR.  THE TOTAL HEIGHT IS ABOUT 110
 LF1288'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1287 ***********************************************************************
 LF1287  DESIGNATION -  MARYVILLE NODAWAY CO CTHSE TWR
 LF1287  PID         -  LF1287
 LF1287  STATE/COUNTY-  MO/NODAWAY
 LF1287  USGS QUAD   -  MARYVILLE EAST (1985)
 LF1287
 LF1287                         *CURRENT SURVEY CONTROL
 LF1287  ___________________________________________________________________
 LF1287* NAD 83(1997)-  40 20 54.08619(N)    094 52 20.78835(W)     ADJUSTED  
 LF1287* NAVD 88     -                                                        
 LF1287  ___________________________________________________________________
 LF1287  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LF1287  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LF1287
 LF1287  HORZ ORDER  -  THIRD
 LF1287
 LF1287.The horizontal coordinates were established by classical geodetic methods
 LF1287.and adjusted by the National Geodetic Survey in February 2000..
 LF1287
 LF1287
 LF1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1287
 LF1287.The geoid height was determined by GEOID03.
 LF1287
 LF1287;                    North         East     Units Scale Factor Converg.
 LF1287;SPC MO W     -   464,213.100   818,359.840   MT  0.99995350   -0 14 28.1
 LF1287;UTM  15      - 4,468,105.262   340,979.507   MT  0.99991129   -1 12 45.1
 LF1287
 LF1287                          SUPERSEDED SURVEY CONTROL
 LF1287
 LF1287  NAD 83(1997)-  40 20 54.08604(N)    094 52 20.78853(W) AD(       ) 4
 LF1287  NAD 83(1997)-  40 20 54.08325(N)    094 52 20.79400(W) AD(       ) 4
 LF1287  NAD 83(1986)-  40 20 54.08304(N)    094 52 20.79145(W) AD(       ) 4
 LF1287  NAD 27      -  40 20 54.12100(N)    094 52 19.89400(W) AD(       ) 3
 LF1287
 LF1287.Superseded values are not recommended for survey control.
 LF1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1287.See file dsdata.txt to determine how the superseded data were derived.
 LF1287
 LF1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE4098068105(NAD 83)
 LF1287_MARKER: 55 = TOWER
 LF1287
 LF1287  HISTORY     - Date     Condition        Report By
 LF1287  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1287
 LF1287                          STATION DESCRIPTION
 LF1287
 LF1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1287'THIS STATION IS THE TOWER ON THE NODAWAY COUNTY COURTHOUSE IN
 LF1287'THE TOWN OF MARYVILLE, MISSOURI.  IT IS LOCATED IN THE CENTER OF
 LF1287'THE MAIN SQUARE AND IS BOUNDED ON THE S BY THIRD STREET ON THE W
 LF1287'BY MAIN STREET, ON THE N BY FOURTH STREEET (U.S. HIGHWAY 71) AND
 LF1287'ON THE E BY MARKET STREET.  IT IS ABOUT 150 FEET E OF THE
 LF1287'CENTER LINE OF MAIN STREET, 150 FEET S OF THE CENTER LINE OF
 LF1287'FOURTH STREET, 150 FEET S OF THE CENTER LINE OF MARKET STREET
 LF1287'AND ABOUT 45 FEET SE OF THE SE CORNER OF A BRICK BAND STAND,
 LF1287'IN SECTION 20, T 64 N, R 35 W.  THE TOWER IS VERY PROMINENT.
 LF1287'IT WAS ERECTED IN 1892.
 LF1287'
 LF1287'THE TOWER RISES AS A RED BRICK TOWER FROM THE CENTER OF THE
 LF1287'COURTHOUSE ABOUT 40 FEET.  ABOVE THIS THERE IS A CLOCK TOWER WITH
 LF1287'CLOCK DIALS ON FOUR FACES.  THERE IS A WHITE CORNICE AROUND
 LF1287'THE TOP OF THE CLOCK TOWER.  THE DIALS OF THE CLOCK ARE
 LF1287'ILLUMINATED.  ABOVE THE CLOCK TOWER THERE IS ANOTHER TOWER ABOUT 25
 LF1287'FEET HIGH.  THIS TOWER HAS A TRUNCATED TOP AND IS GRAY IN
 LF1287'COLOR.  THERE IS A GABLE ON EACH OF THE FOUR SIDES AND TWO ARCHED
 LF1287'OPENINGS UNDER EACH GABLE.  THE ROOF OF THE TOWER IS A RED
 LF1287'PYRAMIDAL STRUCTURE ABOUT 5 FEET HIGH.  THERE IS A DULL
 LF1287'BRONZE ORNAMENT AT THE APEX.  THE TOTAL HEIGHT IS ABOUT 90
 LF1287'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1289 ***********************************************************************
 LF1289  DESIGNATION -  MARYVILLE NODAWAY MILK PRO STK
 LF1289  PID         -  LF1289
 LF1289  STATE/COUNTY-  MO/NODAWAY
 LF1289  USGS QUAD   -  MARYVILLE WEST (1984)
 LF1289
 LF1289                         *CURRENT SURVEY CONTROL
 LF1289  ___________________________________________________________________
 LF1289* NAD 83(1997)-  40 21 17.37857(N)    094 52 44.66214(W)     ADJUSTED  
 LF1289* NAVD 88     -                                                        
 LF1289  ___________________________________________________________________
 LF1289  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 LF1289  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 LF1289
 LF1289  HORZ ORDER  -  THIRD
 LF1289
 LF1289.The horizontal coordinates were established by classical geodetic methods
 LF1289.and adjusted by the National Geodetic Survey in February 2000..
 LF1289
 LF1289
 LF1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1289
 LF1289.The geoid height was determined by GEOID03.
 LF1289
 LF1289;                    North         East     Units Scale Factor Converg.
 LF1289;SPC MO W     -   464,933.902   817,799.538   MT  0.99995394   -0 14 43.7
 LF1289;UTM  15      - 4,468,835.430   340,431.529   MT  0.99991343   -1 13 01.2
 LF1289
 LF1289                          SUPERSEDED SURVEY CONTROL
 LF1289
 LF1289  NAD 83(1997)-  40 21 17.37843(N)    094 52 44.66232(W) AD(       ) 4
 LF1289  NAD 83(1997)-  40 21 17.37564(N)    094 52 44.66726(W) AD(       ) 4
 LF1289  NAD 83(1986)-  40 21 17.37529(N)    094 52 44.66516(W) AD(       ) 4
 LF1289  NAD 27      -  40 21 17.41400(N)    094 52 43.76700(W) AD(       ) 3
 LF1289
 LF1289.Superseded values are not recommended for survey control.
 LF1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1289.See file dsdata.txt to determine how the superseded data were derived.
 LF1289
 LF1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE4043268835(NAD 83)
 LF1289_MARKER: 63 = STACK
 LF1289
 LF1289  HISTORY     - Date     Condition        Report By
 LF1289  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1289
 LF1289                          STATION DESCRIPTION
 LF1289
 LF1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1289'THIS STATION IS THE STACK OF THE NODAWAY MILK PRODUCTS COMPANY
 LF1289'OF MARYVILLE, MISSOURI.  IT IS LOCATED IN THE NORTHWESTERN PART
 LF1289'OF THE TOWN, ABOUT 350 FEET W OF THE CENTER LINE OF WALNUT STREET,
 LF1289'240 FEET NW OF THE NW CORNER OF THE WABASH DEPOT, AND ABOUT 120
 LF1289'FEET N OF THE N RAIL OF WABASH RAILROAD, AT A POINT ABOUT 30
 LF1289'FEET W OF THE RAILROAD WATER-TANK, IN SECTION 18, T 64 N, R 35
 LF1289'W.  IT IS NOT ESPECIALLY PROMINENT, BEING OBSTRUCTED BY TREES
 LF1289'FROM THE N AND E.  IT WAS ERECTED IN 1927.
 LF1289'
 LF1289'THE STACK IS OF WHITE CONCRETE.  IT IS ABOUT 9 FEET IN DIAMETER
 LF1289'AT THE BASE AND 4 FEET AT THE TOP.  THE WORD MARYVILLE IS
 LF1289'LETTERED VERTICALLY IN THE N AND S SIDES.  THE TOTAL HEIGHT IS
 LF1289'ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1282 ***********************************************************************
 LF1282  DESIGNATION -  MARYVILLE NORTH BASE
 LF1282  PID         -  LF1282
 LF1282  STATE/COUNTY-  MO/NODAWAY
 LF1282  USGS QUAD   -  PICKERING (1985)
 LF1282
 LF1282                         *CURRENT SURVEY CONTROL
 LF1282  ___________________________________________________________________
 LF1282* NAD 83(1997)-  40 26 52.01862(N)    094 50 18.81811(W)     ADJUSTED  
 LF1282* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 LF1282  ___________________________________________________________________
 LF1282  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 LF1282  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 LF1282
 LF1282  HORZ ORDER  -  SECOND
 LF1282
 LF1282.The horizontal coordinates were established by classical geodetic methods
 LF1282.and adjusted by the National Geodetic Survey in February 2000..
 LF1282
 LF1282.The orthometric height was scaled from a topographic map.
 LF1282
 LF1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1282
 LF1282.The geoid height was determined by GEOID03.
 LF1282
 LF1282;                    North         East     Units Scale Factor Converg.
 LF1282;SPC MO W     -   475,241.374   821,280.399   MT  0.99995133   -0 13 10.7
 LF1282;SPC IA S     -    50,599.812   386,445.894   MT  1.00003409   -0 52 54.2
 LF1282;UTM  15      - 4,479,081.867   344,086.655   MT  0.99989923   -1 11 34.9
 LF1282
 LF1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1282!SPC MO W     -   0.99995548  x   0.99995133  =   0.99990681
 LF1282!SPC IA S     -   0.99995548  x   1.00003409  =   0.99998957
 LF1282!UTM  15      -   0.99995548  x   0.99989923  =   0.99985471
 LF1282
 LF1282|---------------------------------------------------------------------|
 LF1282| PID    Reference Object                     Distance      Geod. Az  |
 LF1282|                                                           dddmmss.s |
 LF1282| CL7439 MARYVILLE N BASE RM 1                32.937 METERS 06534     |
 LF1282| LF1290 MARYVILLE NW MO STC STACK           APPROX.11.1 KM 1993050.5 |
 LF1282| CL7438 MARYVILLE N BASE AZ MK                             2164440.8 |
 LF1282| CL7440 MARYVILLE N BASE RM 2                42.666 METERS 34306     |
 LF1282|---------------------------------------------------------------------|
 LF1282
 LF1282                          SUPERSEDED SURVEY CONTROL
 LF1282
 LF1282  NAD 83(1997)-  40 26 52.01854(N)    094 50 18.81826(W) AD(       ) 2
 LF1282  NAD 83(1997)-  40 26 52.01576(N)    094 50 18.82737(W) AD(       ) 2
 LF1282  NAD 83(1986)-  40 26 52.01528(N)    094 50 18.82592(W) AD(       ) 2
 LF1282  NAD 27      -  40 26 52.05500(N)    094 50 17.93200(W) AD(       ) 2
 LF1282
 LF1282.Superseded values are not recommended for survey control.
 LF1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1282.See file dsdata.txt to determine how the superseded data were derived.
 LF1282
 LF1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE4408779082(NAD 83)
 LF1282_MARKER: DS = TRIANGULATION STATION DISK
 LF1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1282
 LF1282  HISTORY     - Date     Condition        Report By
 LF1282  HISTORY     - 1934     MONUMENTED       CGS
 LF1282  HISTORY     - 19990630 GOOD             MOHC
 LF1282
 LF1282                          STATION DESCRIPTION
 LF1282
 LF1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1282'THIS STATION IS AT THE SE EDGE OF THE TOWN OF PICKERING, ON THE
 LF1282'RIGHT-OF-WAY OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, IN
 LF1282'SE 1/4 OF SECTION 9, T 65 N, R 35 W.  THE STATION MARK IS ABOUT
 LF1282'0.2 MILE S OF THE RAILROAD DEPOT, 271.75 FEET S OF S SIDE OF
 LF1282'WHITE EAGLE GASOLINE STORAGE TANK, 48 FEET W OF W RAIL OF MAIN
 LF1282'TRACK, 60 FEET NNW OF RAILROAD SWITCH, 36 FEET E OF BOARD FENCE,
 LF1282'40 FEET E OF POWER LINE, 15 FEET W OF TELEGRAPH LINE.  THE MARK
 LF1282'PROJECTS 3 INCHES.
 LF1282'
 LF1282'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS, ARE STANDARD
 LF1282'BRONZE DISKS SET IN CONCRETE.
 LF1282'
 LF1282'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 35 FEET E OF E RAIL
 LF1282'OF MAIN TRACK, 1 FOOT W OF FENCE LINE.  THE MARK PROJECTS 4
 LF1282'INCHES.
 LF1282'
 LF1282'REFERENCE MARK NO. 2 IS NNW OF THE STATION, FLUSH WITH SURFACE,
 LF1282'90.5 FEET W OF W RAIL OF MAIN TRACK, 1 FOOT E OF NE CORNER OF
 LF1282'SHED, 138.95 FEET SSW OF EDGE OF GASOLINE STORAGE TANK.
 LF1282'
 LF1282'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LF1282'IS 165.26 FEET.
 LF1282'
 LF1282'THE AZIMUTH MARK IS SW OF THE STATION, 100 YARDS NE OF FARM-HOUSE,
 LF1282'140 FEET N OF FENCE CORNER, 120 FEET NNE OF T-INTERSECTION OF
 LF1282'DIRT ROADS, 22 FEET E OF CENTER LINE OF ROAD, 1 FOOT E OF FENCE
 LF1282'LINE.  THE MARK PROJECTS 4 INCHES.
 LF1282'
 LF1282'REACHED FROM THE RAILROAD DEPOT IN PICKERING BY GOING S 0.2 MILE
 LF1282'ALONG W SIDE OF TRACKS.
 LF1282'
 LF1282'ALL LIGHTS COME INTO VIEW AT 45 FEET.
 LF1282
 LF1282                          STATION RECOVERY (1999)
 LF1282
 LF1282'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 LF1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1290 ***********************************************************************
 LF1290  DESIGNATION -  MARYVILLE NW MO STC STACK
 LF1290  PID         -  LF1290
 LF1290  STATE/COUNTY-  MO/NODAWAY
 LF1290  USGS QUAD   -  MARYVILLE WEST (1984)
 LF1290
 LF1290                         *CURRENT SURVEY CONTROL
 LF1290  ___________________________________________________________________
 LF1290* NAD 83(1997)-  40 21 12.98256(N)    094 52 55.85823(W)     ADJUSTED  
 LF1290* NAVD 88     -                                                        
 LF1290  ___________________________________________________________________
 LF1290  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LF1290  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 LF1290
 LF1290  HORZ ORDER  -  THIRD
 LF1290
 LF1290.The horizontal coordinates were established by classical geodetic methods
 LF1290.and adjusted by the National Geodetic Survey in February 2000..
 LF1290
 LF1290
 LF1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1290
 LF1290.The geoid height was determined by GEOID03.
 LF1290
 LF1290;                    North         East     Units Scale Factor Converg.
 LF1290;SPC MO W     -   464,799.452   817,534.769   MT  0.99995415   -0 14 50.9
 LF1290;UTM  15      - 4,468,705.493   340,164.530   MT  0.99991448   -1 13 08.3
 LF1290
 LF1290                          SUPERSEDED SURVEY CONTROL
 LF1290
 LF1290  NAD 83(1997)-  40 21 12.98242(N)    094 52 55.85841(W) AD(       ) 4
 LF1290  NAD 83(1997)-  40 21 12.97945(N)    094 52 55.86384(W) AD(       ) 4
 LF1290  NAD 83(1986)-  40 21 12.97915(N)    094 52 55.86132(W) AD(       ) 4
 LF1290  NAD 27      -  40 21 13.01700(N)    094 52 54.96100(W) AD(       ) 3
 LF1290
 LF1290.Superseded values are not recommended for survey control.
 LF1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1290.See file dsdata.txt to determine how the superseded data were derived.
 LF1290
 LF1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE4016568705(NAD 83)
 LF1290_MARKER: 63 = STACK
 LF1290
 LF1290  HISTORY     - Date     Condition        Report By
 LF1290  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1290
 LF1290                          STATION DESCRIPTION
 LF1290
 LF1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1290'THIS STATION IS THE TALL CONCRETE STACK AT THE REAR OF THE POWER
 LF1290'HOUSE OF THE NORTHWEST MISSOURI STATE TEACHERS COLLEGE IN TOWN
 LF1290'OF MARYVILLE, MISSOURI.  IT IS LOCATED ON THE COLLEGE CAMPUS IN THE
 LF1290'WESTERN PART OF THE TOWN ABOUT 8 FEET N OF THE POWER HOUSE, ABOUT
 LF1290'40 FEET ESE OF THE SE CORNER OF THE GREENHOUSE, ABOUT ENE OF THE
 LF1290'SE CORNER OF THE ADMINISTRATION BUILDING, IN SECTION 18, T 64 N,
 LF1290'R 35 W.  THE STACK IS VERY PROMINENT IN THE TOWN, BUT IS NOT SO
 LF1290'WELL SEEN TO THE N AND E AS IT IS LOWER THAN THE SURROUNDING
 LF1290'TERRITORY.  IT WAS ERECTED IN 1928.
 LF1290'
 LF1290'THE STACK IS MADE OF WHITE CONCRETE, IS ABOUT 10 FEET IN DIAMETER
 LF1290'AT THE BASE AND 5 FEET AT THE TOP.  THERE IS A BELL-SHAPED SWELL
 LF1290'NEAR THE TOP.  THE TOTAL HEIGHT IS ABOUT 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1503 ***********************************************************************
 LF1503  DESIGNATION -  MARYVILLE SOUTH BASE 2
 LF1503  PID         -  LF1503
 LF1503  STATE/COUNTY-  MO/NODAWAY
 LF1503  USGS QUAD   -  PICKERING (1985)
 LF1503
 LF1503                         *CURRENT SURVEY CONTROL
 LF1503  ___________________________________________________________________
 LF1503* NAD 83(1986)-  40 23 17.     (N)    094 50 21.     (W)     SCALED    
 LF1503* NAVD 88     -       307.83   (meters)    1009.9    (feet)  RESET     
 LF1503  ___________________________________________________________________
 LF1503  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 LF1503
 LF1503  VERT ORDER  -  THIRD
 LF1503
 LF1503.The horizontal coordinates were scaled from a topographic map and have
 LF1503.an estimated accuracy of +/- 6 seconds.
 LF1503
 LF1503.The orthometric height was computed from unverified reset data.
 LF1503.No vertical observational check was made to the station.
 LF1503
 LF1503.The geoid height was determined by GEOID03.
 LF1503
 LF1503;                    North         East    Units  Estimated Accuracy
 LF1503;SPC MO W     -   468,610.      821,200.      MT  (+/- 180 meters Scaled)
 LF1503
 LF1503                          SUPERSEDED SURVEY CONTROL
 LF1503
 LF1503.No superseded survey control is available for this station.
 LF1503
 LF1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE438724(NAD 83)
 LF1503_MARKER: DS = TRIANGULATION STATION DISK
 LF1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1503_SP_SET: CONCRETE POST
 LF1503_STAMPING: MARYVILLE SOUTH BASE 2 1983
 LF1503_MARK LOGO: NGS   
 LF1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1503+STABILITY: SURFACE MOTION
 LF1503
 LF1503  HISTORY     - Date     Condition        Report By
 LF1503  HISTORY     - 1983     MONUMENTED       NGS
 LF1503
 LF1503                          STATION DESCRIPTION
 LF1503
 LF1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LF1503'2.7 MI (4.3 KM) NORTH ALONG U.S. HIGHWAYS 71 AND 136, THENCE 1.0 MI
 LF1503'(1.6 KM) RIGHT AND EAST ALONG STATE HIGHWAY 148, 0.85 MI (1.37 KM)
 LF1503'STRAIGHT AHEAD AND EAST ALONG A GRADED COUNTY ROAD TO THE MARK ON THE
 LF1503'LEFT, 125.5 FT (38.3 M) NORTHWEST FROM A POWERLINE POLE, 107.4
 LF1503'NORTHEAST FROM A POWERLINE POLE, 27.0 FT (8.2 M) NORTH FROM THE
 LF1503'CENTERLINE OF THE ROAD, 11.2 FT (3.4 M) WEST FROM THE CENTERLINE OF A
 LF1503'FIELD ENTRANCE, 2.0 FT (0.6 M) EAST FROM A WITNESS POST AND ABOUT
 LF1503'LEVEL WITH THE ROAD AND PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1504 ***********************************************************************
 LF1504  DESIGNATION -  MARYVILLE SOUTH BASE 2 RM 3
 LF1504  PID         -  LF1504
 LF1504  STATE/COUNTY-  MO/NODAWAY
 LF1504  USGS QUAD   -  PICKERING (1985)
 LF1504
 LF1504                         *CURRENT SURVEY CONTROL
 LF1504  ___________________________________________________________________
 LF1504* NAD 83(1986)-  40 23 17.     (N)    094 50 21.     (W)     SCALED    
 LF1504* NAVD 88     -       307.75   (meters)    1009.7    (feet)  RESET     
 LF1504  ___________________________________________________________________
 LF1504  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 LF1504
 LF1504  VERT ORDER  -  THIRD
 LF1504
 LF1504.The horizontal coordinates were scaled from a topographic map and have
 LF1504.an estimated accuracy of +/- 6 seconds.
 LF1504
 LF1504.The orthometric height was computed from unverified reset data.
 LF1504.No vertical observational check was made to the station.
 LF1504
 LF1504.The geoid height was determined by GEOID03.
 LF1504
 LF1504;                    North         East    Units  Estimated Accuracy
 LF1504;SPC MO W     -   468,610.      821,200.      MT  (+/- 180 meters Scaled)
 LF1504
 LF1504                          SUPERSEDED SURVEY CONTROL
 LF1504
 LF1504.No superseded survey control is available for this station.
 LF1504
 LF1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE438724(NAD 83)
 LF1504_MARKER: DR = REFERENCE MARK DISK
 LF1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1504_SP_SET: CONCRETE POST
 LF1504_STAMPING: MARYVILLE SOUTH BASE 2 NO 3 1983
 LF1504_MARK LOGO: NGS   
 LF1504_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1504+STABILITY: SURFACE MOTION
 LF1504
 LF1504  HISTORY     - Date     Condition        Report By
 LF1504  HISTORY     - 1983     MONUMENTED       NGS
 LF1504
 LF1504                          STATION DESCRIPTION
 LF1504
 LF1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LF1504'2.7 MI (4.3 KM) NORTH ALONG U.S. HIGHWAYS 71 AND 136, FROM THE NODAWAY
 LF1504'COUNTY COURTHOUSE IN MARYVILLE, THENCE 1.0 MI (1.6 KM) RIGHT AND EAST
 LF1504'ALONG STATE HIGHWAY 148, THENCE 0.85 MI (1.37 KM) STRAIGHT AHEAD AND
 LF1504'EAST ALONG A GRADED COUNTY ROAD TO THE MARK ON THE RIGHT, 90.2 FT
 LF1504'(27.5 M) EAST FROM A POWERLINE POLE, 24.0 FT (7.3 M) SOUTH FROM THE
 LF1504'CENTERLINE OF THE ROAD, 10.5 FT (3.2 M) WEST FROM THE CENTERLINE OF A
 LF1504'FIELD ENTRANCE, 2.5 FT (0.8 M) EAST FROM A WITNESS POST AND ABOUT
 LF1504'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1505 ***********************************************************************
 LF1505  DESIGNATION -  MARYVILLE SOUTH BASE 2 RM 4
 LF1505  PID         -  LF1505
 LF1505  STATE/COUNTY-  MO/NODAWAY
 LF1505  USGS QUAD   -  PICKERING (1985)
 LF1505
 LF1505                         *CURRENT SURVEY CONTROL
 LF1505  ___________________________________________________________________
 LF1505* NAD 83(1986)-  40 23 17.     (N)    094 50 21.     (W)     SCALED    
 LF1505* NAVD 88     -       307.64   (meters)    1009.3    (feet)  RESET     
 LF1505  ___________________________________________________________________
 LF1505  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 LF1505
 LF1505  VERT ORDER  -  THIRD
 LF1505
 LF1505.The horizontal coordinates were scaled from a topographic map and have
 LF1505.an estimated accuracy of +/- 6 seconds.
 LF1505
 LF1505.The orthometric height was computed from unverified reset data.
 LF1505.No vertical observational check was made to the station.
 LF1505
 LF1505.The geoid height was determined by GEOID03.
 LF1505
 LF1505;                    North         East    Units  Estimated Accuracy
 LF1505;SPC MO W     -   468,610.      821,200.      MT  (+/- 180 meters Scaled)
 LF1505
 LF1505                          SUPERSEDED SURVEY CONTROL
 LF1505
 LF1505.No superseded survey control is available for this station.
 LF1505
 LF1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE438724(NAD 83)
 LF1505_MARKER: DR = REFERENCE MARK DISK
 LF1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1505_SP_SET: CONCRETE POST
 LF1505_STAMPING: MARYVILLE SOUTH BASE 2 NO 4 1983
 LF1505_MARK LOGO: NGS   
 LF1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1505+STABILITY: SURFACE MOTION
 LF1505
 LF1505  HISTORY     - Date     Condition        Report By
 LF1505  HISTORY     - 1983     MONUMENTED       NGS
 LF1505
 LF1505                          STATION DESCRIPTION
 LF1505
 LF1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LF1505'2.7 MI (4.3 KM) NORTH ALONG U.S. HIGHWAYS 71 AND 136, FROM THE NODAWAY
 LF1505'COUNTY COURTHOUSE IN MARYVILLE, THENCE 1.0 MI (1.6 KM) RIGHT AND EAST
 LF1505'ALONG STATE HIGHWAY 148, THENCE 0.85 MI (1.37 KM) STRAIGHT AHEAD AND
 LF1505'EAST ALONG A GRADED COUNTY ROAD TO THE MARK ON THE LEFT, 74.2 FT
 LF1505'(22.6 M) NORTHEAST FROM A POWERLINE POLE, 28.0 FT (8.5 M) NORTH FROM
 LF1505'THE CENTERLINE OF THE ROAD, 1.7 FT (0.5 M) EAST FROM A WITNESS POST
 LF1505'AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE ROAD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1286 ***********************************************************************
 LF1286  DESIGNATION -  MARYVILLE ST MARYS CH CUPOLA
 LF1286  PID         -  LF1286
 LF1286  STATE/COUNTY-  MO/NODAWAY
 LF1286  USGS QUAD   -  MARYVILLE EAST (1985)
 LF1286
 LF1286                         *CURRENT SURVEY CONTROL
 LF1286  ___________________________________________________________________
 LF1286* NAD 83(1997)-  40 20 33.30524(N)    094 51 56.49250(W)     ADJUSTED  
 LF1286* NAVD 88     -                                                        
 LF1286  ___________________________________________________________________
 LF1286  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LF1286  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 LF1286
 LF1286  HORZ ORDER  -  THIRD
 LF1286
 LF1286.The horizontal coordinates were established by classical geodetic methods
 LF1286.and adjusted by the National Geodetic Survey in February 2000..
 LF1286
 LF1286
 LF1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1286
 LF1286.The geoid height was determined by GEOID03.
 LF1286
 LF1286;                    North         East     Units Scale Factor Converg.
 LF1286;SPC MO W     -   463,569.760   818,930.530   MT  0.99995305   -0 14 12.2
 LF1286;UTM  15      - 4,467,452.368   341,539.185   MT  0.99990910   -1 12 28.9
 LF1286
 LF1286                          SUPERSEDED SURVEY CONTROL
 LF1286
 LF1286  NAD 83(1997)-  40 20 33.30509(N)    094 51 56.49266(W) AD(       ) 4
 LF1286  NAD 83(1997)-  40 20 33.30254(N)    094 51 56.49791(W) AD(       ) 4
 LF1286  NAD 83(1986)-  40 20 33.30233(N)    094 51 56.49540(W) AD(       ) 4
 LF1286  NAD 27      -  40 20 33.33900(N)    094 51 55.59900(W) AD(       ) 3
 LF1286
 LF1286.Superseded values are not recommended for survey control.
 LF1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1286.See file dsdata.txt to determine how the superseded data were derived.
 LF1286
 LF1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE4153967452(NAD 83)
 LF1286_MARKER: 86 = CUPOLA
 LF1286
 LF1286  HISTORY     - Date     Condition        Report By
 LF1286  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1286
 LF1286                          STATION DESCRIPTION
 LF1286
 LF1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LF1286'THIS STATION IS THE CUPOLA ON THE FRONT OF ST. MARYS CHURCH IN THE
 LF1286'TOWN OF MARYVILLE, MISSOURI.  IT IS LOCATED IN THE SOUTH-EASTERN
 LF1286'PART OF THE TOWN.  IT IS ON THE E SIDE OF S DAVIS STREET, ABOUT 115
 LF1286'FEET S OF THE END OF THE CONCRETE PAVING.  IT IS ABOUT 90 FEET
 LF1286'S OF THE CENTER LINE OF COOPER STREET AND ABOUT 60 FEET E OF THE
 LF1286'CENTER LINE OF S DAVIS STREET, IN SECTION 20, T 64 N, R 35 W.
 LF1286'IT WAS ERECTED IN 1884 AND IS ONE OF THE MOST PROMINENT OBJECTS
 LF1286'IN THE TOWN.
 LF1286'
 LF1286'THE BASE OF THE STATION IS A RED BRICK TOWER ABOUT 50 FEET HIGH,
 LF1286'FACING W OVER THE MAIN ENTRANCE OF THE CHURCH.  THERE IS A
 LF1286'LARGE WHITE ARCHED WINDOW ON THE W SIDE.  ABOVE THE TOWER THERE
 LF1286'IS A SMALL SQUARE BELFRY ABOUT 20 FEET HIGH.  THIS SECTION HAS A
 LF1286'LARGE ARCHED WHITE WINDOW ON EACH SIDE.  THE ROOF IS A FOUR-SIDED
 LF1286'PYRAMIDAL STRUCTURE ABOUT 10 FEET HIGH AND COVERED WITH
 LF1286'WEATHER-STAINED SHINGLES.  THERE IS A WHITE LATIN CROSS ABOUT 6
 LF1286'FEET HIGH AT THE APEX.  THE TOTAL HEIGHT IS ABOUT 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2659 ***********************************************************************
 JD2659  DESIGNATION -  MAST
 JD2659  PID         -  JD2659
 JD2659  STATE/COUNTY-  MO/PETTIS
 JD2659  USGS QUAD   -  GREEN RIDGE SOUTH (1973)
 JD2659
 JD2659                         *CURRENT SURVEY CONTROL
 JD2659  ___________________________________________________________________
 JD2659* NAD 83(1997)-  38 34 05.97072(N)    093 25 04.62758(W)     ADJUSTED  
 JD2659* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 JD2659  ___________________________________________________________________
 JD2659  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 JD2659  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JD2659
 JD2659  HORZ ORDER  -  SECOND
 JD2659
 JD2659.The horizontal coordinates were established by classical geodetic methods
 JD2659.and adjusted by the National Geodetic Survey in February 2000..
 JD2659
 JD2659.The orthometric height was scaled from a topographic map.
 JD2659
 JD2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2659
 JD2659.The geoid height was determined by GEOID03.
 JD2659
 JD2659;                    North         East     Units Scale Factor Converg.
 JD2659;SPC MO C     -   303,912.711   420,004.763   MT  1.00001211   -0 34 20.4
 JD2659;UTM  15      - 4,268,957.736   463,589.846   MT  0.99961633   -0 15 38.1
 JD2659
 JD2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2659!SPC MO C     -   0.99997279  x   1.00001211  =   0.99998490
 JD2659!UTM  15      -   0.99997279  x   0.99961633  =   0.99958913
 JD2659
 JD2659|---------------------------------------------------------------------|
 JD2659| PID    Reference Object                     Distance      Geod. Az  |
 JD2659|                                                           dddmmss.s |
 JD2659| CN7397 MAST RM 1                            24.610 METERS 00136     |
 JD2659| CN7396 MAST AZ MK                                         0034433.3 |
 JD2659| CN7398 MAST RM 2                            17.667 METERS 08839     |
 JD2659|---------------------------------------------------------------------|
 JD2659
 JD2659                          SUPERSEDED SURVEY CONTROL
 JD2659
 JD2659  NAD 83(1997)-  38 34 05.97507(N)    093 25 04.62701(W) AD(       ) 2
 JD2659  NAD 83(1986)-  38 34 05.97982(N)    093 25 04.62710(W) AD(       ) 2
 JD2659  NAD 27      -  38 34 05.91644(N)    093 25 03.87676(W) AD(       ) 2
 JD2659
 JD2659.Superseded values are not recommended for survey control.
 JD2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2659.See file dsdata.txt to determine how the superseded data were derived.
 JD2659
 JD2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC6359068958(NAD 83)
 JD2659_MARKER: DS = TRIANGULATION STATION DISK
 JD2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JD2659
 JD2659  HISTORY     - Date     Condition        Report By
 JD2659  HISTORY     - 1963     MONUMENTED       CGS
 JD2659
 JD2659                          STATION DESCRIPTION
 JD2659
 JD2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD2659'THE STATION IS LOCATED ABOUT 14.0 MILES SOUTHWEST OF SEDALIA,
 JD2659'4.0 MILES SOUTH OF GREEN RIDGE AND IN A TRIANGLE FORMED
 JD2659'BY STATE HIGHWAY 127 TURNING TO THE WEST AND A GRAVELED T-ROAD
 JD2659'TO THE EAST AND SOUTH OF THE STATION.
 JD2659'
 JD2659'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE B
 JD2659'AND STATE HIGHWAY 127, IN THE SOUTH EDGE OF GREEN RIDGE,
 JD2659'DRIVE SOUTHERLY ON STATE HIGHWAY 127 FOR 3.45 MILES TO THE
 JD2659'AZIMUTH MARK ON THE EAST SIDE OF THE ROAD.  CONTINUE SOUTH
 JD2659'ON STATE HIGHWAY 127 FOR 0.45 MILE TO WHERE STATE HIGHWAY
 JD2659'127 TURNS WEST AND THE STATION IN THE TRIANGLE.
 JD2659'
 JD2659'THE STATION IS A STANDARD DISK, STAMPED MAST 1963, SET
 JD2659'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 JD2659'INCHES IN DIAMETER AND PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 JD2659'SURFACE.  IT IS 39.0 FEET NORTH OF A GENERAL ELECTRIC ANTENNA
 JD2659'POLE AND 30.0 FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 JD2659'
 JD2659'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAST NO 1 1963,
 JD2659'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 JD2659'IS 12 INCHES IN DIAMETER AND PROJECTS ABOUT 1 INCH ABOVE
 JD2659'THE GROUND SURFACE.  IT IS 41.0 FEET SOUTHEAST OF THE CURVE
 JD2659'IN STATE HIGHWAY 127, 33.0 FEET WEST OF THE CENTER OF A
 JD2659'GRAVELED ROAD AND 1.5 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE.
 JD2659'
 JD2659'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MAST NO 2 1963,
 JD2659'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 JD2659'IS 12 INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE
 JD2659'THE GROUND SURFACE.  IT IS 28.0 FEET EAST OF THE CENTER OF
 JD2659'OF A GRAVELED ROAD, 28.0 FEET NORTH OF A CORNER POST IN THE EAST
 JD2659'RIGHT-OF-WAY FENCE ALONG A GRAVELED ROAD AND 1.0 FOOT WEST OF
 JD2659'THE EAST RIGHT-OF-WAY FENCE ALONG STATE HIGHWAY 127 AND THE
 JD2659'GRAVELED ROAD EAST OF THE TRIANGLE.
 JD2659'
 JD2659'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MAST 1963, SET
 JD2659'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 JD2659'IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 JD2659'IT IS 29.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 127, 2.0
 JD2659'FEET NORTHWEST OF A METAL WITNESS POST, WITH A SIGN ATTACHED AND
 JD2659'1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE ALONG STATE HIGHWAY
 JD2659'127.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1389 ***********************************************************************
 HD1389  DESIGNATION -  MASTER
 HD1389  PID         -  HD1389
 HD1389  STATE/COUNTY-  MO/CEDAR
 HD1389  USGS QUAD   -  BONA (1981)
 HD1389
 HD1389                         *CURRENT SURVEY CONTROL
 HD1389  ___________________________________________________________________
 HD1389* NAD 83(1997)-  37 36 21.67250(N)    093 39 43.23045(W)     ADJUSTED  
 HD1389* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 HD1389  ___________________________________________________________________
 HD1389  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 HD1389  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HD1389
 HD1389  HORZ ORDER  -  SECOND
 HD1389
 HD1389.The horizontal coordinates were established by classical geodetic methods
 HD1389.and adjusted by the National Geodetic Survey in February 2000..
 HD1389
 HD1389.The orthometric height was scaled from a topographic map.
 HD1389
 HD1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1389
 HD1389.The geoid height was determined by GEOID03.
 HD1389
 HD1389;                    North         East     Units Scale Factor Converg.
 HD1389;SPC MO W     -   160,053.819   923,991.208   MT  1.00000859   +0 30 41.0
 HD1389;SPC MO C     -   197,341.174   397,399.365   MT  1.00006295   -0 42 32.9
 HD1389;UTM  15      - 4,162,309.603   441,567.521   MT  0.99964205   -0 24 14.4
 HD1389
 HD1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1389!SPC MO W     -   0.99995331  x   1.00000859  =   0.99996190
 HD1389!SPC MO C     -   0.99995331  x   1.00006295  =   1.00001626
 HD1389!UTM  15      -   0.99995331  x   0.99964205  =   0.99959538
 HD1389
 HD1389|---------------------------------------------------------------------|
 HD1389| PID    Reference Object                     Distance      Geod. Az  |
 HD1389|                                                           dddmmss.s |
 HD1389| CN7400 MASTER RM 1                          13.231 METERS 02654     |
 HD1389| CN7399 MASTER AZ MK                                       2522939.2 |
 HD1389| HD1396 STOCKTON MUNICIPAL TANK             APPROX.15.6 KM 3095829.6 |
 HD1389| CN7401 MASTER RM 2                          12.977 METERS 31432     |
 HD1389|---------------------------------------------------------------------|
 HD1389
 HD1389                          SUPERSEDED SURVEY CONTROL
 HD1389
 HD1389  NAD 83(1997)-  37 36 21.67395(N)    093 39 43.23093(W) AD(       ) 2
 HD1389  NAD 83(1997)-  37 36 21.68339(N)    093 39 43.23125(W) AD(       ) 2
 HD1389  NAD 83(1986)-  37 36 21.68423(N)    093 39 43.22946(W) AD(       ) 2
 HD1389  NAD 27      -  37 36 21.54060(N)    093 39 42.48580(W) AD(       ) 2
 HD1389
 HD1389.Superseded values are not recommended for survey control.
 HD1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1389.See file dsdata.txt to determine how the superseded data were derived.
 HD1389
 HD1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4156862310(NAD 83)
 HD1389_MARKER: DS = TRIANGULATION STATION DISK
 HD1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1389
 HD1389  HISTORY     - Date     Condition        Report By
 HD1389  HISTORY     - 1959     MONUMENTED       CGS
 HD1389
 HD1389                          STATION DESCRIPTION
 HD1389
 HD1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1389'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF FAIRPLAY
 HD1389'AND ABOUT 9 MILES NORTH OF DADEVILLE IN THE SMALL VILLAGE OF
 HD1389'MASTER ON PROPERTY OWNED BY MR. WALTER LIENIG.  IT IS IN THE
 HD1389'SOUTHWEST 1/4 OF SEC. 10, T 34 N, R 25 W.  IT IS 90 FEET EAST
 HD1389'OF THE SOUTHEAST CORNER OF A BARN, 69 FEET NORTHWEST OF THE
 HD1389'NORTHWEST CORNER OF A FRAME HOUSE, 27 FEET EAST OF THE
 HD1389'CENTERLINE OF A GRAVELED ROAD, 5 FEET NORTHWEST OF A WITNESS
 HD1389'POST, AND 3 FEET WEST OF A FENCE.  THE MONUMENT PROJECTS 2
 HD1389'INCHES AND THE DISK IS STAMPED MASTER 1959.
 HD1389'
 HD1389'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C
 HD1389'AND H, IN BONA, GO NORTH ON HIGHWAY C FOR 4.25 MILES TO A T-ROAD
 HD1389'LEFT.  *CONTINUE AHEAD FOR 0.2 MILE TO A T-ROAD LEFT AND MASTER
 HD1389'GROCERY STORE ON LEFT.  TURN LEFT AND GO NORTHWESTERLY FOR ABOUT
 HD1389'200 FEET TO THE STATION ON THE RIGHT.
 HD1389'
 HD1389'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON THE
 HD1389'GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HD1389'
 HD1389'REFERENCE MARK 1 IS 35 FEET SOUTH OF A FENCE CORNER, 31 FEET
 HD1389'EAST OF THE CENTERLINE OF A GRAVELED ROAD, AND 2 FEET WEST
 HD1389'OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HD1389'STAMPED MASTER NO 1 1959.
 HD1389'
 HD1389'REFERENCE MARK 2 IS 38 FEET EAST OF THE SOUTHEAST CORNER OF
 HD1389'A BARN, 12 FEET NORTH OF THE CENTERLINE OF A BARN DRIVE, 10
 HD1389'FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 2 FEET
 HD1389'SOUTHEAST OF A FENCE CORNER, AND 1 FOOT SOUTH OF A FENCE.  THE
 HD1389'MONUMENT IS FLUSH AND THE DISK IS STAMPED MASTER NO 2 1959.
 HD1389'
 HD1389'THE AZIMUTH MARK IS 42 FEET SOUTH OF A 40 INCH OAK TREE, 14 FEET
 HD1389'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 6 FEET SOUTH OF A
 HD1389'FENCE, AND 3 FEET EAST OF A WITNESS POST.  THE MONUMENT PROJECTS
 HD1389'1 INCH AND THE DISK IS STAMPED MASTER 1959.
 HD1389'
 HD1389'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0951 ***********************************************************************
 HC0951  DESIGNATION -  MATTHEWS
 HC0951  PID         -  HC0951
 HC0951  STATE/COUNTY-  MO/BOLLINGER
 HC0951  USGS QUAD   -  ALLBRIGHT (1980)
 HC0951
 HC0951                         *CURRENT SURVEY CONTROL
 HC0951  ___________________________________________________________________
 HC0951* NAD 83(1997)-  37 16 57.90577(N)    090 07 33.41421(W)     ADJUSTED  
 HC0951* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 HC0951  ___________________________________________________________________
 HC0951  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 HC0951  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 HC0951
 HC0951  HORZ ORDER  -  FIRST
 HC0951
 HC0951.The horizontal coordinates were established by classical geodetic methods
 HC0951.and adjusted by the National Geodetic Survey in February 2000..
 HC0951
 HC0951.The orthometric height was scaled from a topographic map.
 HC0951
 HC0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0951
 HC0951.The geoid height was determined by GEOID03.
 HC0951
 HC0951;                    North         East     Units Scale Factor Converg.
 HC0951;SPC MO E     -   160,895.933   283,169.119   MT  0.99994688   +0 13 35.7
 HC0951;UTM  15      - 4,130,112.634   754,800.490   MT  1.00039982   +1 44 30.8
 HC0951
 HC0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0951!SPC MO E     -   0.99996622  x   0.99994688  =   0.99991310
 HC0951!UTM  15      -   0.99996622  x   1.00039982  =   1.00036602
 HC0951
 HC0951:                Primary Azimuth Mark                     Grid Az
 HC0951:SPC MO E     -  MATTHEWS AZ MK                           071 16 51.7
 HC0951:UTM  15      -  MATTHEWS AZ MK                           069 45 56.6
 HC0951
 HC0951|---------------------------------------------------------------------|
 HC0951| PID    Reference Object                     Distance      Geod. Az  |
 HC0951|                                                           dddmmss.s |
 HC0951| CI4602 MATTHEWS AZ MK                                     0713027.4 |
 HC0951| CI4603 MATTHEWS RM 1                        29.233 METERS 19751     |
 HC0951| CI4604 MATTHEWS RM 2                        29.424 METERS 29744     |
 HC0951| HC0955 COTTENER FIRE TOWER                 APPROX.21.4 KM 3394313.1 |
 HC0951|---------------------------------------------------------------------|
 HC0951
 HC0951                          SUPERSEDED SURVEY CONTROL
 HC0951
 HC0951  NAD 83(1997)-  37 16 57.91061(N)    090 07 33.41447(W) AD(       ) 1
 HC0951  NAD 83(1986)-  37 16 57.91828(N)    090 07 33.41359(W) AD(       ) 1
 HC0951  NAD 27      -  37 16 57.73030(N)    090 07 33.02680(W) AD(       ) 1
 HC0951
 HC0951.Superseded values are not recommended for survey control.
 HC0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0951.See file dsdata.txt to determine how the superseded data were derived.
 HC0951
 HC0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB5480030113(NAD 83)
 HC0951_MARKER: DS = TRIANGULATION STATION DISK
 HC0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HC0951+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 HC0951
 HC0951  HISTORY     - Date     Condition        Report By
 HC0951  HISTORY     - 1938     MONUMENTED       CGS
 HC0951  HISTORY     - 1963     GOOD             CGS
 HC0951  HISTORY     - 20060821 GOOD             MODNR
 HC0951
 HC0951                          STATION DESCRIPTION
 HC0951
 HC0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HC0951'ABOUT 6-1/2 MILES WEST OF LUTESVILLE AND 2 MILES NORTH OF
 HC0951'GRASSY, IN SW 1/4, SEC. 12, T. 30 N., R. 8 E., ON LAND OWNED AND
 HC0951'OCCUPIED BY CHESTER MATTHEWS.
 HC0951'
 HC0951'TO REACH FROM JUNCTION OF HIGHWAYS 34 AND 51 IN THE NORTH EDGE OF
 HC0951'LUTESVILLE, GO NORTH AND WEST 6.1 MILES TO A TEXACO FILLING
 HC0951'STATION ON RIGHT, THENCE CONTINUE ON HIGHWAY 34 FOR 1.6 MILES TO A
 HC0951'SIDE ROAD TO RIGHT, TURN RIGHT ON COUNTY ROAD D AND GO 0.5 MILE
 HC0951'TO CROSSROADS AT FOOT OF HILL, TURN LEFT (WEST) AND GO 0.2 MILE
 HC0951'TO CROSSROADS, CONTINUE STRAIGHT AHEAD 0.1 MILE TO AN ABANDONED
 HC0951'LOG HOUSE AND AZIMUTH MARK ON RIGHT, CONTINUE 0.1 MILE TO
 HC0951'GATE, PASS THROUGH AND CONTINUE 0.3 MILE, WINDING AROUND EDGE
 HC0951'OF CLEARING, TO FARM BUILDING, GO WEST 0.1 MILE TO WEST EDGE
 HC0951'OF CLEARING AND THEN TURN RIGHT (NORTH) AND GO 0.1 MILE TO
 HC0951'STATION ON LEFT IN EAST EDGE OF WOOD LAND.  AN OLD RAIL
 HC0951'FENCE AND TELEPHONE LINE PASS BY POINT OF STATION.  HIGHEST PART
 HC0951'OF HILL IS ABOUT 50 YARDS EAST IN THE CLEARING.
 HC0951'
 HC0951'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HC0951'DISKS SET IN CONCRETE.
 HC0951'
 HC0951'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION, 25 FEET WEST
 HC0951'OF RAIL FENCE, STAMPED MATTHEWS NO. 1 1938, AND PROJECTS 6 INCHES.
 HC0951'REFERENCE MARK NO.2 IS NORTHWEST OF STATION, 83 FEET WEST OF
 HC0951'RAIL FENCE, STAMPED R.M. NO.2 MATTHEWS 1938, AND PROJECTS 6
 HC0951'INCHES.  DESTANCE BETWEEN REFERENCE MARKS IS 147.32 FEET.
 HC0951'
 HC0951'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF STATION, ON NORTH SIDE
 HC0951'OF ROAD IN FENCE LINE, 10 FEET NORTH OF CENTER OF ROAD, 80
 HC0951'FEET WEST-BY-SOUTH OF SOUTHWEST CORNER OF A TUMBLED-DOWN HOUSE,
 HC0951'ABOUT 50 FEET SOUTH OF A LOW RIDGE RUNNING NORTH AND SOUTH,
 HC0951'STAMPED MATTHEWS 1938, AND PROJECTS 6 INCHES.
 HC0951'
 HC0951'30-FOOT TOWER AT MATTHEWS WILL SEE A 75-FOOT LIGHT AT COTTENER.
 HC0951'
 HC0951'10-FOOT TOWER AT MATTHEWS WILL SEE A 87-FOOT LIGHT AT LEOPOLD.
 HC0951'
 HC0951'18-FOOT TOWER AT MATTEWS WILL SEE A 110-FOOT BELL.
 HC0951'
 HC0951'25 FOOT TOWER AT MATTEWS WILL SEE A 75-FOOT P.T.S. 59-S (U.S.G.S.).
 HC0951'
 HC0951'87-FOOT LIGHT AT SHRUM IS VISIBLE FROM THE GROUND AT MATTEWS.
 HC0951'
 HC0951'87-FOOT LIGHT AT HURRICANE IS VISIBLE FROM THE GROUND AT MATTEWS.
 HC0951'
 HC0951'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HC0951
 HC0951                          STATION RECOVERY (1963)
 HC0951
 HC0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0951'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 HC0951'THE DISTANCES TO ALL OF THE MARKS CHECKED.  THE DIRECTIONS
 HC0951'TO REFERENCE MARK 1 AND THE AZIMUTH MARK CHECKED.  THE DIRECTION
 HC0951'TO REFERENCE MARK 2 FAILED TO CHECK BY 1 MINUTE AND 21 SECONDS
 HC0951'HIGHER VALUE THAN WHEN PREVIOUSLY MEASURED.  DUE TO CHANGES IN
 HC0951'THE TO REACH AND THE REFERENCE POINTS A COMPLETE NEW
 HC0951'DESCRIPTION.
 HC0951'
 HC0951'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST OF LUTESVILLE,
 HC0951'2 MILES NORTH OF GRASSY, IN THE SOUTHWEST 1/4 OF SECTION 12,
 HC0951'T 30 N, R 8 E., AND ON THE PROPERTY OF MR. ARTHUS GORSUCH.  IT IS
 HC0951'6 INCHES WEST OF A WIRE FENCE, 4 FEET SOUTH OF A WITNESS POST,
 HC0951'14 FEET SOUTH OF A 12 INCH OAK TREE AND 21 FEET EAST OF AN
 HC0951'8 INCH OAK TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 HC0951'IS STAMPED MATTEWS 1938.
 HC0951'
 HC0951'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 51 IN
 HC0951'LUTESVILLE, GO NORTH AND WEST ON STATE HIGHWAY 34 FOR 8.6 MILES
 HC0951'TO THE JUNCTION WITH COUNTY ROAD D, 1.5 MILES NORTHEAST OF THE
 HC0951'GRASSY POST OFFICE.  TURN RIGHT AND GO NORTHWEST ON COUNTY D,
 HC0951'FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTHWEST AND WEST
 HC0951'ON A TRACK ROAD FOR 0.6 MILE TO A FARM HOUSE.  FROM THE NORTH
 HC0951'SIDE OF THE HOUSE GO WEST PASSING ON THE NORTH SIDE OA A BARN
 HC0951'ALONG THE SOUTH EDGE OF A CULTIVATED FIELD FOR 0.1 MILE TO A
 HC0951'WIRE FENCE AT THE SOUTHWEST CORNER OF THE FIELD.  PASS THROUGH
 HC0951'THE FENCE AND TURN NORTH AND FOLLOW THE FENCE FOR 0.2 MILE
 HC0951'TO THE STATION.
 HC0951'
 HC0951'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTHEAST
 HC0951'ACROSS A CULTIVATED FIELD FOR 0.2 MILE TO A WIRE FENCE.  CROSS
 HC0951'THE FENCE AND CONTINUE NORTHEAST TOWARD THE LARGEST OAK TREE IN
 HC0951'THE AREA FOR 0.2 MILE TO THE AZIMUTH MARK NEAR AN OLD HOUSE SITE.
 HC0951'
 HC0951'REFERENCE MARK 1 IS 10 FEET NORTHEAST OF A 10 INCH OAK TREE
 HC0951'AND 38 FEET WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES
 HC0951'AND THE DISK IS STAMPED MATTHEWS NO 1 1938.
 HC0951'
 HC0951'REFERENCE MARK 2 IS 6 FEET NORTHWEST OF A 6 INCH HICKORY TREE,
 HC0951'85 FEET WEST OF THE WIRE FENCE AND 85 FEET WEST OF THE WITNESS
 HC0951'POST.  THE MONUMENT PROJECTS 7 INCHES AND THE DISK IS STAMPED
 HC0951'MATTEWS NO 2 1938.
 HC0951'
 HC0951'THE AZIMUTH MARK IS 2 FEET WEST OF A WITNESS POST, 10 SOUTHWEST
 HC0951'OF A 16 INCH OAK TREE, 26 FEET SOUTHWEST OF A 36 INCH OAK TREE
 HC0951'AND 60 FEET NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 6
 HC0951'INCHES AND THE DISK IS STAMPED MATTEWS 1938.
 HC0951'
 HC0951'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC0951
 HC0951                          STATION RECOVERY (2006)
 HC0951
 HC0951'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HC0951'NEW DESCRIPTION = THE STATION IS LOCATED ABOUT 1.5 MILES
 HC0951'NORTH-NORTHWEST OF GRASSY, MO AND 5.8 MILES WEST-SOUTHWEST OF
 HC0951'GLENALLEN, MO. IT IS 95.9 FEET NORTH-NORTHEAST OF RM 1, 98.5 FEET
 HC0951'SOUTHEAST RM 2, 4.0 FEET SOUTH OF A METAL WITNESS POST/SIGN AND 2.7
 HC0951'FEET NORTH OF A CARSONITE WITNESS POST.
 HC0951' 
 HC0951'THE AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE EAST-NORTHEAST OF THE
 HC0951'STATION. IT IS 60 FEET NORTH OF A FENCE, 21 FEET EAST OF THE CENTER OF
 HC0951'A DIRT TRAIL, 1.2 FEET WEST OF A CARSONITE WITNESS POST AT A STEEL
 HC0951'POST AND 10.5 FEET NORTHWEST OF THE CENTER OF A DIRT TRAIL.
 HC0951' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1787 ***********************************************************************
 GD1787  DESIGNATION -  MATTHEWS RESET
 GD1787  PID         -  GD1787
 GD1787  STATE/COUNTY-  MO/NEW MADRID
 GD1787  USGS QUAD   -  SIKESTON SOUTH (1979)
 GD1787
 GD1787                         *CURRENT SURVEY CONTROL
 GD1787  ___________________________________________________________________
 GD1787* NAD 83(1997)-  36 45 35.87905(N)    089 33 55.47193(W)     ADJUSTED  
 GD1787* NAVD 88     -        95.35   (+/-2cm)     312.8    (feet)  VERTCON   
 GD1787  ___________________________________________________________________
 GD1787  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GD1787  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 GD1787
 GD1787  HORZ ORDER  -  SECOND
 GD1787  VERT ORDER  -  THIRD ? (See Below)
 GD1787
 GD1787.The horizontal coordinates were established by classical geodetic methods
 GD1787.and adjusted by the National Geodetic Survey in February 2000..
 GD1787
 GD1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1787.The vertical order pertains to the NGVD 29 superseded value.
 GD1787
 GD1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1787
 GD1787.The geoid height was determined by GEOID03.
 GD1787
 GD1787;                    North         East     Units Scale Factor Converg.
 GD1787;SPC MO E     -   103,223.854   333,445.781   MT  1.00001909   +0 33 33.7
 GD1787;UTM  16      - 4,071,314.505   271,002.604   MT  1.00024609   -1 32 09.5
 GD1787
 GD1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1787!SPC MO E     -   0.99998949  x   1.00001909  =   1.00000858
 GD1787!UTM  16      -   0.99998949  x   1.00024609  =   1.00023557
 GD1787
 GD1787:                Primary Azimuth Mark                     Grid Az
 GD1787:SPC MO E     -  MATTHEWS AZ MK                           097 06 39.8
 GD1787:UTM  16      -  MATTHEWS AZ MK                           099 12 23.0
 GD1787
 GD1787|---------------------------------------------------------------------|
 GD1787| PID    Reference Object                     Distance      Geod. Az  |
 GD1787|                                                           dddmmss.s |
 GD1787| CG4509 MATTHEWS AZ MK                                     0974013.5 |
 GD1787| CG4513 MATTHEWS RM 3 RESET                  22.074 METERS 18922     |
 GD1787| CG4510 MATTHEWS RM 1                        31.942 METERS 19551     |
 GD1787| CG4512 MATTHEWS RM 3                        55.513 METERS 23552     |
 GD1787| CG4515 MATTHEWS RM 4 RESET                  49.722 METERS 25451     |
 GD1787| CG4516 MATTHEWS RM 5                        73.305 METERS 31112     |
 GD1787| CG4514 MATTHEWS RM 4                        73.509 METERS 31116     |
 GD1787| CG4511 MATTHEWS RM 2                        31.950 METERS 33143     |
 GD1787|---------------------------------------------------------------------|
 GD1787
 GD1787                          SUPERSEDED SURVEY CONTROL
 GD1787
 GD1787  NAD 83(1997)-  36 45 35.87908(N)    089 33 55.47173(W) AD(       ) 2
 GD1787  NAD 83(1997)-  36 45 35.88018(N)    089 33 55.47134(W) AD(       ) 2
 GD1787  NAD 83(1997)-  36 45 35.88903(N)    089 33 55.46858(W) AD(       ) 2
 GD1787  NAD 83(1986)-  36 45 35.89088(N)    089 33 55.47168(W) AD(       ) 2
 GD1787  NAD 27      -  36 45 35.69050(N)    089 33 55.18960(W) AD(       ) 2
 GD1787  NGVD 29 (07/19/86)   95.27   (m)          312.6    (f) LEVELING    3  
 GD1787
 GD1787.Superseded values are not recommended for survey control.
 GD1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1787.See file dsdata.txt to determine how the superseded data were derived.
 GD1787
 GD1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7100371315(NAD 83)
 GD1787_MARKER: DS = TRIANGULATION STATION DISK
 GD1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1787_STAMPING: MATTHEWS 1955 1973
 GD1787_MARK LOGO: NGS   
 GD1787_PROJECTION: FLUSH
 GD1787_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1787
 GD1787  HISTORY     - Date     Condition        Report By
 GD1787  HISTORY     - 1973     MONUMENTED       NGS
 GD1787  HISTORY     - 19961101 GOOD             USE
 GD1787
 GD1787                          STATION DESCRIPTION
 GD1787
 GD1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 GD1787'THE STATION MARK, REFERENCE MARK 3 1970, REFERENCE MARK 3 1961,
 GD1787'REFERENCE MARK 4 1970 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 GD1787'CONDITION.  REFERENCE MARK 4 1961 WAS FOUND UPROOTED.  THE STATION
 GD1787'MARK WAS LOWERED 2.06 FEET AT THE REQUEST OF THE PROPERTY OWNER
 GD1787'AND REFERENCE MARK 3 1970 WAS DESTROYED TO CLEAR THE AREA FOR
 GD1787'CULTIVATION.  THE DIRECTION TO ALL MARKS AND THE TANK
 GD1787'CHECKED.  THE DISTANCE TO REFERENCE MARKS 3 AND 4 1970 CHECKED.
 GD1787'THE DISTANCE TO TO REFERENCE MARK 3 1961 FAILED TO CHECK BY 0.06
 GD1787'OF A FOOT.  A NEW DESCRIPTION FOLLOWS--
 GD1787'
 GD1787'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF SIKESTON, IN THE
 GD1787'NORTHEAST ANGLE OF THE INTERSECTION OF U. S. HIGHWAY 61, 62 AND
 GD1787'STATE HIGHWAY 80 EAST, ON THE PROPERTY OF THE PROFFER FARMS, 340
 GD1787'FEET NORTH OF THE CENTERLINE OF HIGHWAY 80, 209 FEET EAST OF THE
 GD1787'CENTERLINE OF HIGHWAY 61, 62 AND 163 FEET EAST OF POWER POLE NO.
 GD1787'1733 AND A METAL WITNESS POST.  THE MONUMENT IS 2 FEET
 GD1787'UNDERGROUND AND THE DISK IS STAMPED MATTHEWS 1955 1973.
 GD1787'
 GD1787'REFERENCE MARK 3 1961 IS 48 FEET EAST OF THE CENTERLINE OF HIGHWAY
 GD1787'61, 62, 61 FEET SOUTH OF THE POWER POLE, 240 FEET NORTH OF THE
 GD1787'CENTERLINE OF HIGHWAY 80 AND 1 FOOT EAST OF A METAL WITNESS POST.
 GD1787'THE MONUMENT IS 3 INCHES UNDERGROUND AND THE DISK IS STAMPED
 GD1787'MATTHEWS 1955 NO 3.
 GD1787'
 GD1787'REFERENCE MARK 4 1970 IS 300 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 GD1787'80, 48 FEET EAST OF THE CENTERLINE OF HIGHWAY 61, 62, 1 FOOT
 GD1787'FOOT NORTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTHEAST OF
 GD1787'POWER POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 GD1787'STAMPED MATTHEWS 1955 NO 4 1970.
 GD1787'
 GD1787'REFERENCE MARK 5 IS 48 FEET EAST OF THE CENTERLINE OF HIGHWAY 61,
 GD1787'62, 52 FEET SOUTH OF A POWER POLE AND 1 FOOT NORTH OF A METAL
 GD1787'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 GD1787'STAMPED MATTHEWS 1955 NO 5 1973.
 GD1787'
 GD1787'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 80,
 GD1787'49 FEET EAST OF CENTERLINE OF FIELD ENTRANCE, 5 FEET WEST OF A
 GD1787'POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST AND 0.5 MILE EAST
 GD1787'ALONG HIGHWAY 80 FROM THE STATION.  THE MONUMENT PROJECTS 8 INCHES
 GD1787'AND THE DISK IS STAMPED MATTHEWS 1955.
 GD1787'
 GD1787'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE EAST OF
 GD1787'MATTHEWS.
 GD1787'
 GD1787'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GD1787
 GD1787                          STATION RECOVERY (1996)
 GD1787
 GD1787'RECOVERY NOTE BY US ENGINEERS 1996 (DB)
 GD1787'MARK WAS RESET BY REQUEST OF FARMER (1973).  DESCRIBED AS FOLLOWS- IN
 GD1787'THE NORTHEAST ANGLE OF INTERSECTION OF HIGHWAYS 61, 62, AND 80. 340 FT
 GD1787'(103.6 M) N OF HIGHWAY 80, 209 FT (63.7 M) EAST OF CENTERLINE OF
 GD1787'HIGHWAYS 61 AND 62, 163 FT (49.7 M) EAST OF POWERPOLE.  MONUMENT IS 2
 GD1787'FT (0.6 M) BELOW SURFACE IN CULTIVATED FIELD.  AZ MK FOUND IN GOOD
 GD1787'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1841 ***********************************************************************
 GD1841  DESIGNATION -  MAW
 GD1841  PID         -  GD1841
 GD1841  STATE/COUNTY-  MO/NEW MADRID
 GD1841  USGS QUAD   -  MALDEN (1978)
 GD1841
 GD1841                         *CURRENT SURVEY CONTROL
 GD1841  ___________________________________________________________________
 GD1841* NAD 83(1997)-  36 33 10.35942(N)    089 54 32.58231(W)     ADJUSTED  
 GD1841* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 GD1841  ___________________________________________________________________
 GD1841  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 GD1841  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GD1841
 GD1841  HORZ ORDER  -  THIRD
 GD1841
 GD1841.The horizontal coordinates were established by classical geodetic methods
 GD1841.and adjusted by the National Geodetic Survey in February 2000..
 GD1841
 GD1841.The orthometric height was scaled from a topographic map.
 GD1841
 GD1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1841
 GD1841.The geoid height was determined by GEOID03.
 GD1841
 GD1841;                    North         East     Units Scale Factor Converg.
 GD1841;SPC MO E     -    79,999.664   302,904.530   MT  0.99996780   +0 21 07.0
 GD1841;UTM  16      - 4,049,212.124   239,623.660   MT  1.00043535   -1 44 00.6
 GD1841
 GD1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1841!SPC MO E     -   0.99999130  x   0.99996780  =   0.99995910
 GD1841!UTM  16      -   0.99999130  x   1.00043535  =   1.00042665
 GD1841
 GD1841:                Primary Azimuth Mark                     Grid Az
 GD1841:SPC MO E     -  GIDEON                                   184 42 39.5
 GD1841:UTM  16      -  GIDEON                                   186 47 47.1
 GD1841
 GD1841|---------------------------------------------------------------------|
 GD1841| PID    Reference Object                     Distance      Geod. Az  |
 GD1841|                                                           dddmmss.s |
 GD1841| GD1772 GIDEON                              APPROX.11.4 KM 1850346.5 |
 GD1841| CG4520 MAW RM 1                             19.644 METERS 19053     |
 GD1841| CG4521 MAW RM 2                             24.549 METERS 28917     |
 GD1841| CG4523 MAW RM 4                              7.868 METERS 29133     |
 GD1841| GD1842 MAW AZ MK                           316.282 METERS 34705     |
 GD1841| CG4522 MAW RM 3                              8.202 METERS 35618     |
 GD1841|---------------------------------------------------------------------|
 GD1841
 GD1841                          SUPERSEDED SURVEY CONTROL
 GD1841
 GD1841  NAD 83(1997)-  36 33 10.36152(N)    089 54 32.58238(W) AD(       ) 3
 GD1841  NAD 83(1997)-  36 33 10.36471(N)    089 54 32.57949(W) AD(       ) 3
 GD1841  NAD 83(1997)-  36 33 10.36952(N)    089 54 32.57965(W) AD(       ) 3
 GD1841  NAD 83(1986)-  36 33 10.36982(N)    089 54 32.58084(W) AD(       ) 3
 GD1841  NAD 27      -  36 33 10.15880(N)    089 54 32.25980(W) AD(       ) 3
 GD1841
 GD1841.Superseded values are not recommended for survey control.
 GD1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1841.See file dsdata.txt to determine how the superseded data were derived.
 GD1841
 GD1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3962449212(NAD 83)
 GD1841_MARKER: DS = TRIANGULATION STATION DISK
 GD1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1841
 GD1841  HISTORY     - Date     Condition        Report By
 GD1841  HISTORY     - 1954     MONUMENTED       CGS
 GD1841  HISTORY     - 1970     GOOD             NGS
 GD1841  HISTORY     - 20020808 MARK NOT FOUND   USACE
 GD1841
 GD1841                          STATION DESCRIPTION
 GD1841
 GD1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1841'THE STATION IS LOCATED ABOUT 4.0 MILES E OF MALDEN AND ABOUT 4.0
 GD1841'MILES WEST OF RISCO ON THE NORTH SHOULDER OF U.S. HIGHWAY 62, 25 FEET
 GD1841'NORTH OF THE CENTER OF HIGHWAY, 15 FEET EAST OF THE CENTER OF A
 GD1841'DRIVEWAY INTO FARMYARD AND 14 FEET SOUTHEAST OF A SMALL WOODEN
 GD1841'BRIDGE.  IT IS STAMPED MAW 1954 AND IS 6 INCHES BELOW THE GROUND
 GD1841'SURFACE.
 GD1841'
 GD1841'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 39 FEET SOUTH OF
 GD1841'THE CENTER OF HIGHWAY AND 1 FOOT EAST OF A TELEPHONE POLE.  IT IS
 GD1841'STAMPED MAW NO 1 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 GD1841'
 GD1841'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF A CULTIVATED FIELD, 50
 GD1841'FEET NORTH OF THE CENTER OF HIGHWAY AND 1 FOOT EAST OF A POWER LINE
 GD1841'POLE.  IT IS STAMPED MAW NO 2 1954 AND IS FLUSH WITH THE GROUND
 GD1841'SURFACE.
 GD1841'
 GD1841'THE AZIMUTH MARK IS 158.21 FEET WEST-SOUTHWEST OF THE CENTER OF A
 GD1841'C.A.A. OMNIDIRECTION RANGE STATION, 5 FEET WEST OF THE WEST END OF A
 GD1841'GATE AND 1 FOOT SOUTH OF FENCE CORNER.  IT IS STAMPED MAW 1954 AND
 GD1841'PROJECTS 3 INCHES.
 GD1841'
 GD1841'TO REACH THE STATION FROM THE TRAFFIC LIGHT JUST NORTH OF THE
 GD1841'RAILROAD STATION IN MALDEN, GO EAST ON U.S. HIGHWAY 62 FOR 4.2 MILES
 GD1841'TO STATION ON LEFT AS DESCRIBED.
 GD1841'
 GD1841'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.05 MILE TO
 GD1841'A T ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.2 MILE TO A GATE AND
 GD1841'MARK ON LEFT AS DESCRIBED.
 GD1841'
 GD1841'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1841
 GD1841                          STATION RECOVERY (1970)
 GD1841
 GD1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1841'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 GD1841'GOOD CONDITION.  PART OF THE CONCRETE MONUMENT FOR REFERENCE MARK
 GD1841'NO.  1 WAS FOUND WITH THE UPPER SECTION SHEARED OFF.  REFERENCE MARK
 GD1841'NO.  2 COULD NOT BE FOUND AND IS BELIEVED DESTROYED BY CULTIVATION.
 GD1841'TWO NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.  THE
 GD1841'STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN THE
 GD1841'AZIMUTH MARK AND THE NEWLY ESTABLISHED REFERENCE MARKS.
 GD1841'
 GD1841'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1841'
 GD1841'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 GD1841'62, ABOUT 6 MILES WEST OF RISCO, 3 MILES EAST OF MALDEN, AND ABOUT
 GD1841'0.2 OF A MILE SOUTH OF THE MALDEN RADIO MAW VOR INSTALLATION.
 GD1841'
 GD1841'TO REACH THE STATION FROM THE MALDEN STATE BANK AT THE JUNCTION OF
 GD1841'U.S. HIGHWAY 62 AND STATE ROUTE 25 IN MALDEN, GO EASTERLY ON U.S.
 GD1841'HIGHWAY 62 FOR 3.0 MILES TO THE JUNCTION WITH COUNTY ROUTES J AND
 GD1841'NN.  HERE CONTINUE EAST ON U.S. HIGHWAY 62 FOR 0.3 OF A MILE TO A
 GD1841'SMALL WOODEN BRIDGE ON THE LEFT AND THE STATION ON THE LEFT AS
 GD1841'DESCRIBED.
 GD1841'
 GD1841'THE STATION IS 226 FEET EAST OF THE APPROXIMATE CENTER OF A GRADED
 GD1841'ROAD LEADING NORTH TO THE VOR INSTALLATION, 26 FEET SE OF A METAL
 GD1841'WITNESS POST AND SIGN, 25 FEET NORTH OF THE APPROXIMATE CENTER OF
 GD1841'U.S. HIGHWAY 62, 15 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GD1841'OF THE WOODEN BRIDGE, AND 13 FEET SOUTH OF THE SOUTH EDGE OF A
 GD1841'DRAINAGE DITCH.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GD1841'10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 12 INCHES BELOW THE
 GD1841'SURFACE OF THE HIGHWAY FILL AND THE DISK IS STAMPED MAW 1954.
 GD1841'
 GD1841'REFERENCE MARK NO. 3 IS 226 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1841'THE GRADED ROAD LEADING NORTH TO THE VOR INSTALLATION, 52 FEET NORTH
 GD1841'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 62, 27 FEET NORTHEAST OF
 GD1841'A METAL WITNESS POST AND SIGN, 6 FEET NORTHEAST OF THE NORTHEAST
 GD1841'CORNER OF THE WOODEN BRIDGE, AND 3 FEET NORTH OF THE NORTH EDGE OF
 GD1841'THE DRAINAGE
 GD1841'DITCH.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 GD1841'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 GD1841'DISK IS STAMPED MAW 1954 NO 3 1970.
 GD1841'
 GD1841'REFERENCE MARK NO. 4 IS 201 FEET EAST OF THE APPROXIMATE CENTER OF
 GD1841'THE GRADED ROAD LEADING TO THE VOR INSTALLATION, 34 FEET NORTH OF THE
 GD1841'APPROXIMATE CENTER OF
 GD1841'U.S. HIGHWAY 62, 3.6 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 GD1841'WOODEN BRIDGE, AND 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 GD1841'IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE
 GD1841'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED MAW 1954 NO
 GD1841'4 1970.
 GD1841'
 GD1841'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 GD1841'REFERENCE MARK NO. 4 IS 28.24 FEET - 8.609 METERS.
 GD1841'
 GD1841'THE AZIMUTH MARK IS 158.21 FEET WEST-SOUTHWEST OF THE CENTER OF
 GD1841'THE VOR INSTALLATION, 125 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GD1841'THE FENCE AROUND THE VOR INSTALLATION, 90 FEET NORTHWEST OF THE
 GD1841'SOUTHWEST CORNER OF THE INSTALLATION FENCE, 20 FEET WEST OF THE
 GD1841'APPROXIMATE CENTER OF THE GRADED ROAD, 1 FOOT NORTH OF A WOODEN
 GD1841'POST PAINTED RED AND WHITE THAT PROJECTS ABOUT 5 FEET, AND 1.0 FOOT
 GD1841'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GD1841'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 GD1841'INCHES AND THE DISK IS STAMPED MAW 1954.
 GD1841'
 GD1841'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE GRADED ROAD,
 GD1841'GO NORTH ON THE GRADED ROAD FOR 0.2 OF A MILE TO THE MARK ON THE
 GD1841'LEFT AS DESCRIBED.
 GD1841
 GD1841                          STATION RECOVERY (2002)
 GD1841
 GD1841'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1841'THE STATION WAS NOT RECOVERED. MEASUREMENTS FROM MAW RM4 1970 TO TRI.
 GD1841'STA. LOCATED MARK TO BE COVERED BY ASPHALT -FIELD ENTRANCE-
 GD1841' 
 GD1841'MAW RM4 1970 HAS SLIGHT LEAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1842 ***********************************************************************
 GD1842  DESIGNATION -  MAW AZ MK
 GD1842  PID         -  GD1842
 GD1842  STATE/COUNTY-  MO/NEW MADRID
 GD1842  USGS QUAD   -  MALDEN (1978)
 GD1842
 GD1842                         *CURRENT SURVEY CONTROL
 GD1842  ___________________________________________________________________
 GD1842* NAD 83(1997)-  36 33 20.36045(N)    089 54 35.42494(W)     ADJUSTED  
 GD1842* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 GD1842  ___________________________________________________________________
 GD1842  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 GD1842  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 GD1842
 GD1842  HORZ ORDER  -  THIRD
 GD1842
 GD1842.The horizontal coordinates were established by classical geodetic methods
 GD1842.and adjusted by the National Geodetic Survey in February 2000..
 GD1842
 GD1842.The orthometric height was scaled from a topographic map.
 GD1842
 GD1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1842
 GD1842.The geoid height was determined by GEOID03.
 GD1842
 GD1842;                    North         East     Units Scale Factor Converg.
 GD1842;SPC MO E     -    80,307.494   302,831.948   MT  0.99996771   +0 21 05.4
 GD1842;UTM  16      - 4,049,522.537   239,562.299   MT  1.00043575   -1 44 02.7
 GD1842
 GD1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1842!SPC MO E     -   0.99999130  x   0.99996771  =   0.99995901
 GD1842!UTM  16      -   0.99999130  x   1.00043575  =   1.00042705
 GD1842
 GD1842|---------------------------------------------------------------------|
 GD1842| PID    Reference Object                     Distance      Geod. Az  |
 GD1842|                                                           dddmmss.s |
 GD1842| GD1841 MAW                                 316.282 METERS 16705     |
 GD1842| GD1846 MAW A STATION                       353.733 METERS 20837     |
 GD1842|---------------------------------------------------------------------|
 GD1842
 GD1842                          SUPERSEDED SURVEY CONTROL
 GD1842
 GD1842  NAD 83(1997)-  36 33 20.36256(N)    089 54 35.42499(W) AD(       ) 3
 GD1842  NAD 83(1997)-  36 33 20.36576(N)    089 54 35.42204(W) AD(       ) 3
 GD1842  NAD 83(1997)-  36 33 20.37055(N)    089 54 35.42230(W) AD(       ) 3
 GD1842  NAD 83(1986)-  36 33 20.37080(N)    089 54 35.42348(W) AD(       ) 3
 GD1842  NAD 27      -  36 33 20.16000(N)    089 54 35.10230(W) AD(       ) 3
 GD1842
 GD1842.Superseded values are not recommended for survey control.
 GD1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1842.See file dsdata.txt to determine how the superseded data were derived.
 GD1842
 GD1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3956249523(NAD 83)
 GD1842_MARKER: DZ = AZIMUTH MARK DISK
 GD1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1842+STABILITY: SURFACE MOTION
 GD1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1842+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 GD1842
 GD1842  HISTORY     - Date     Condition        Report By
 GD1842  HISTORY     - 1954     MONUMENTED       CGS
 GD1842  HISTORY     - 1970     GOOD             NGS
 GD1842  HISTORY     - 20020808 GOOD             USACE
 GD1842
 GD1842                          STATION DESCRIPTION
 GD1842
 GD1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 GD1842'THE STATION IS LOCATED ABOUT 4.0 MILES E OF MALDEN AND ABOUT 4.0
 GD1842'MILES WEST OF RISCO.
 GD1842'
 GD1842'STATION MARK IS 158.21 FEET WEST-SOUTHWEST OF THE CENTER OF
 GD1842'THE VOR INSTALLATION, 125 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GD1842'THE FENCE AROUND THE VOR INSTALLATION, 90 FEET NORTHWEST OF THE
 GD1842'SOUTHWEST CORNER OF THE INSTALLATION FENCE, 20 FEET WEST OF THE
 GD1842'APPROXIMATE CENTER OF THE GRADED ROAD, 1 FOOT NORTH OF A WOODEN
 GD1842'POST PAINTED RED AND WHITE THAT PROJECTS ABOUT 5 FEET, AND 1.0 FOOT
 GD1842'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 GD1842'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 GD1842'INCHES AND THE DISK IS STAMPED MAW 1954.
 GD1842
 GD1842                          STATION RECOVERY (1970)
 GD1842
 GD1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1842'THE STATION RECOVERED AND FOUND IN GOOD CONDITION.
 GD1842'
 GD1842'THIS MARK DESCRIBED UNDER AZIMUTH MARK IN THE BODY OF THE RECOVERY
 GD1842'NOTE, TRIANGULATION STATION FOR MAW 1954.  SEE DESCRIPTION THEREOF.
 GD1842'
 GD1842'THIS MARK POSITIONED BY ANGLE AND A SHORT BASE LENGTH IN 1954 FROM
 GD1842'TRIANGULATION STATION MAW 1954, THE DISTANCE BEING 316.280 METERS
 GD1842'AND 1037.66 FEET.  NO CHECK MADE ON THESE MEASUREMENTS THIS DATE.
 GD1842'
 GD1842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES EAST
 GD1842'OF MALDEN.
 GD1842
 GD1842                          STATION RECOVERY (2002)
 GD1842
 GD1842'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0938 ***********************************************************************
 HE0938  DESIGNATION -  MAX
 HE0938  PID         -  HE0938
 HE0938  STATE/COUNTY-  MO/JASPER
 HE0938  USGS QUAD   -  AVILLA (1971)
 HE0938
 HE0938                         *CURRENT SURVEY CONTROL
 HE0938  ___________________________________________________________________
 HE0938* NAD 83(1997)-  37 11 37.44568(N)    094 13 03.54366(W)     ADJUSTED  
 HE0938* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 HE0938  ___________________________________________________________________
 HE0938  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 HE0938  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HE0938
 HE0938  HORZ ORDER  -  SECOND
 HE0938
 HE0938.The horizontal coordinates were established by classical geodetic methods
 HE0938.and adjusted by the National Geodetic Survey in February 2000..
 HE0938
 HE0938.The orthometric height was scaled from a topographic map.
 HE0938
 HE0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0938
 HE0938.The geoid height was determined by GEOID03.
 HE0938
 HE0938;                    North         East     Units Scale Factor Converg.
 HE0938;SPC MO W     -   114,006.108   875,067.001   MT  0.99994891   +0 10 14.5
 HE0938;UTM  15      - 4,117,058.609   391,931.485   MT  0.99974386   -0 44 10.2
 HE0938
 HE0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0938!SPC MO W     -   0.99995288  x   0.99994891  =   0.99990180
 HE0938!UTM  15      -   0.99995288  x   0.99974386  =   0.99969676
 HE0938
 HE0938|---------------------------------------------------------------------|
 HE0938| PID    Reference Object                     Distance      Geod. Az  |
 HE0938|                                                           dddmmss.s |
 HE0938| CN7403 MAX RM 1                             26.230 METERS 05319     |
 HE0938| CN7404 MAX RM 2                             31.443 METERS 19455     |
 HE0938| CN7402 MAX AZ MK                                          3413552.0 |
 HE0938|---------------------------------------------------------------------|
 HE0938
 HE0938                          SUPERSEDED SURVEY CONTROL
 HE0938
 HE0938  NAD 83(1997)-  37 11 37.44607(N)    094 13 03.54364(W) AD(       ) 2
 HE0938  NAD 83(1997)-  37 11 37.45411(N)    094 13 03.54598(W) AD(       ) 2
 HE0938  NAD 83(1986)-  37 11 37.45911(N)    094 13 03.54179(W) AD(       ) 2
 HE0938  NAD 27      -  37 11 37.25070(N)    094 13 02.74860(W) AD(       ) 2
 HE0938
 HE0938.Superseded values are not recommended for survey control.
 HE0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0938.See file dsdata.txt to determine how the superseded data were derived.
 HE0938
 HE0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB9193117059(NAD 83)
 HE0938_MARKER: DS = TRIANGULATION STATION DISK
 HE0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0938
 HE0938  HISTORY     - Date     Condition        Report By
 HE0938  HISTORY     - 1960     MONUMENTED       CGS
 HE0938
 HE0938                          STATION DESCRIPTION
 HE0938
 HE0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0938'THE STATION IS APPROXIMATELY 5-1/4 MILES EAST AND 1-1/2
 HE0938'MILES NORTH OF CARTHAGE, 5 MILES WEST OF AVILLA AND IN THE
 HE0938'NORTHWEST QUARTER OF SECTION 33, T 29 N, R 30 W, AND NEAR
 HE0938'THE NORTHWEST CORNER OF PASTURE LAND OWNED BY MR. RAYMOND
 HE0938'BAIRD.
 HE0938'
 HE0938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 HE0938'STATE HIGHWAY 37 IN THE EAST EDGE OF AVILLA, GO WEST ON
 HE0938'HIGHWAY 66 FOR 3.55 MILES TO THE JUNCTION OF COUNTY ROUTE
 HE0938'B.B. AND SOUTH 8TH STREET ROAD.  CONTINUE WEST ON HIGHWAY
 HE0938'66 FOR 0.9 MILE TO A SIDE ROAD ON THE LEFT LABELED SOUTH
 HE0938'9TH STREET.  (CONTINUE WEST ON HIGHWAY 66 FOR 0.1 MILE TO
 HE0938'THE AZIMUTH MARK ON THE LEFT).  TURN LEFT, SOUTH, FOR 0.2
 HE0938'MILE TO THE STATION ON THE LEFT, 52 FEET SOUTHEAST OF THE
 HE0938'CENTER OF A METAL ENTRANCE GATE TO THE PASTURE.
 HE0938'
 HE0938'STATION MARKS ARE STANDARD DISKS STAMPED MAX 1960.  THE SURFACE
 HE0938'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HE0938'THE GROUND.  IT IS 54 FEET SOUTH OF A FENCE, 42 FEET EAST OF
 HE0938'THE CENTER OF SOUTH 9TH STREET ROAD AND 25 FEET EAST OF
 HE0938'A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 HE0938'OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 HE0938'
 HE0938'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MAX NO 1 1960,
 HE0938'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HE0938'THE GROUND.  IT IS 93 FEET EAST OF THE CENTER OF THE METAL
 HE0938'ENTRANCE GATE TO THE PASTURE AND 1 FOOT SOUTH OF THE FENCE.
 HE0938'
 HE0938'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MAX NO 2 1960,
 HE0938'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HE0938'THE GROUND.  IT IS 147 FEET SOUTH OF THE CENTER OF THE METAL
 HE0938'ENTRANCE GATE TO THE PASTURE, 19 FEET EAST OF THE CENTER
 HE0938'OF SOUTH 9TH STREET ROAD AND 1 FOOT EAST OF THE FENCE.
 HE0938'
 HE0938'AZIMUTH MARK, A STANDARD DISK STAMPED MAX 1960, IS SET IN
 HE0938'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 59
 HE0938'FEET SOUTH OF THE CENTER OF HIGHWAY 66, 16 FEET WEST OF A
 HE0938'STEEL RIGHT-OF-WAY POST, 1.5 FEET WEST OF A METAL WITNESS
 HE0938'POST AND 1 FOOT EAST OF A TELEPHONE POLE.
 HE0938'
 HE0938'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HE0938'
 HE0938'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC1054 ***********************************************************************
 HC1054  DESIGNATION -  MAXWELL
 HC1054  PID         -  HC1054
 HC1054  STATE/COUNTY-  MO/IRON
 HC1054  USGS QUAD   -  JOHNSON MOUNTAIN (1968)
 HC1054
 HC1054                         *CURRENT SURVEY CONTROL
 HC1054  ___________________________________________________________________
 HC1054* NAD 83(1997)-  37 41 47.08806(N)    090 58 05.39129(W)     ADJUSTED  
 HC1054* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 HC1054  ___________________________________________________________________
 HC1054  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 HC1054  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HC1054
 HC1054  HORZ ORDER  -  SECOND
 HC1054
 HC1054.The horizontal coordinates were established by classical geodetic methods
 HC1054.and adjusted by the National Geodetic Survey in February 2000..
 HC1054
 HC1054.The orthometric height was scaled from a topographic map.
 HC1054
 HC1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC1054
 HC1054.The geoid height was determined by GEOID03.
 HC1054
 HC1054;                    North         East     Units Scale Factor Converg.
 HC1054;SPC MO E     -   206,841.440   208,713.682   MT  0.99995432   -0 17 10.6
 HC1054;UTM  15      - 4,174,074.966   679,132.200   MT  0.99999525   +1 14 33.9
 HC1054
 HC1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC1054!SPC MO E     -   0.99993842  x   0.99995432  =   0.99989275
 HC1054!UTM  15      -   0.99993842  x   0.99999525  =   0.99993367
 HC1054
 HC1054|---------------------------------------------------------------------|
 HC1054| PID    Reference Object                     Distance      Geod. Az  |
 HC1054|                                                           dddmmss.s |
 HC1054| CI4607 MAXWELL RM 1                         38.174 METERS 09329     |
 HC1054| CI4606 MAXWELL AZ MK                                      1762530.0 |
 HC1054| CI4608 MAXWELL RM 2                         26.081 METERS 18146     |
 HC1054|---------------------------------------------------------------------|
 HC1054
 HC1054                          SUPERSEDED SURVEY CONTROL
 HC1054
 HC1054  NAD 83(1986)-  37 41 47.10329(N)    090 58 05.39018(W) AD(       ) 2
 HC1054  NAD 27      -  37 41 46.93700(N)    090 58 04.91600(W) AD(       ) 2
 HC1054
 HC1054.Superseded values are not recommended for survey control.
 HC1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC1054.See file dsdata.txt to determine how the superseded data were derived.
 HC1054
 HC1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB7913274075(NAD 83)
 HC1054_MARKER: DS = TRIANGULATION STATION DISK
 HC1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC1054
 HC1054  HISTORY     - Date     Condition        Report By
 HC1054  HISTORY     - 1956     MONUMENTED       CGS
 HC1054  HISTORY     - 20020422 POOR             MODNR
 HC1054
 HC1054                          STATION DESCRIPTION
 HC1054
 HC1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC1054'THE STATION IS LOCATED, AIRLINE, ABOUT 8-1/4 MILES NORTHEAST
 HC1054'OF BIXBY, 7-1/4 MILES WEST OF BANNER, 7 MILES SOUTH OF DELBRIDGE
 HC1054'AND ON THE NORTH SIDE OF STATE HIGHWAY 32.
 HC1054'
 HC1054'THE STATION MARK IS A STANDARD DISK STAMPED MAXWELL 1956 SET
 HC1054'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 HC1054'4 INCHES ABOVE THE GROUND.  THE MARK IS 44 FEET NORTH OF THE
 HC1054'CENTERLINE OF STATE HIGHWAY 32, 42.5 FEET SOUTHEAST OF THE
 HC1054'SOUTHEAST CORNER OF A FARM YARD, 35 FEET WEST OF A TELEPHONE
 HC1054'POLE AND 8.5 FEET NORTH OF A WHITE WITNESS POST.
 HC1054'
 HC1054'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAXWELL
 HC1054'NO 1 1956 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 HC1054'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK IS 36 FEET
 HC1054'NORTH OF THE CENTERLINE OF STATE HIGHWAY 32, 12 FEET NORTHWEST
 HC1054'OF A TELEPHONE POLE AND IT IS ABOUT 1 FOOT LOWER THAN THE
 HC1054'STATION.
 HC1054'
 HC1054'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAXWELL
 HC1054'NO 2 1956 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 HC1054'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 41 FEET
 HC1054'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 32 AND IT IS ABOUT THE
 HC1054'SAME ELEVATION AS THE STATION.
 HC1054'
 HC1054'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MAXWELL 1956
 HC1054'SET IN A DRILL HOLE IN A SMALL BOULDER THAT PROJECTS 4 INCHES
 HC1054'ABOVE THE GROUND.  THE MARK IS 64 FEET EAST OF THE CENTERLINE
 HC1054'OF STATE HIGHWAY 32, 21 FEET EAST OF A PINE TREE WITH A
 HC1054'TRIANGLE BLAZE ON IT AND 2.5 FEET NORTHEAST OF A 1 FOOT CAIRN.
 HC1054'
 HC1054'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CALEDONIA
 HC1054'GO SOUTH ON STATE HIGHWAYS 21 AND 32 FOR 3.9 MILES TO THE JUNCTION
 HC1054'OF 21 AND 32.  TURN RIGHT ON STATE HIGHWAY 32 AND GO WEST FOR
 HC1054'13.7 MILES TO THE AZIMUTH MARK ON THE RIGHT.  FROM THE
 HC1054'AZIMUTH MARK CONTINUE ON STATE HIGHWAY 32 FOR 0.35 MILE TO A
 HC1054'GRAVEL ROAD RIGHT AND SIGN (DELBRIDGE 10) CONTINUE WESTERLY
 HC1054'ON STATE HIGHWAY 32 FOR 0.05 MILE TO A FARM HOUSE AND THE
 HC1054'STATION ON THE RIGHT.
 HC1054'
 HC1054'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HC1054
 HC1054                          STATION RECOVERY (2002)
 HC1054
 HC1054'RECOVERY NOTE BY MO DEPT OF NAT RES 2002 (BDC)
 HC1054'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0971 ***********************************************************************
 HD0971  DESIGNATION -  MAYES HILL
 HD0971  PID         -  HD0971
 HD0971  STATE/COUNTY-  MO/CEDAR
 HD0971  USGS QUAD   -  ROSCOE (1991)
 HD0971
 HD0971                         *CURRENT SURVEY CONTROL
 HD0971  ___________________________________________________________________
 HD0971* NAD 83(1997)-  37 52 57.03669(N)    093 50 10.98065(W)     ADJUSTED  
 HD0971* NAVD 88     -       291.878  (meters)     957.60   (feet)  ADJUSTED  
 HD0971  ___________________________________________________________________
 HD0971  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 HD0971  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HD0971  DYNAMIC HT  -         291.660 (meters)     956.89  (feet)  COMP
 HD0971  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 HD0971
 HD0971  HORZ ORDER  -  THIRD
 HD0971  VERT ORDER  -  SECOND    CLASS 0
 HD0971
 HD0971.The horizontal coordinates were established by classical geodetic methods
 HD0971.and adjusted by the National Geodetic Survey in February 2000..
 HD0971
 HD0971.The orthometric height was determined by differential leveling
 HD0971.and adjusted by the National Geodetic Survey in June 1991..
 HD0971
 HD0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD0971
 HD0971.The geoid height was determined by GEOID03.
 HD0971
 HD0971.The dynamic height is computed by dividing the NAVD 88
 HD0971.geopotential number by the normal gravity value computed on the
 HD0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0971.degrees latitude (g = 980.6199 gals.).
 HD0971
 HD0971.The modeled gravity was interpolated from observed gravity values.
 HD0971
 HD0971;                    North         East     Units Scale Factor Converg.
 HD0971;SPC MO W     -   190,617.493   908,376.828   MT  0.99998313   +0 24 27.0
 HD0971;UTM  15      - 4,193,109.061   426,450.113   MT  0.99966663   -0 30 49.0
 HD0971
 HD0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD0971!SPC MO W     -   0.99995914  x   0.99998313  =   0.99994227
 HD0971!UTM  15      -   0.99995914  x   0.99966663  =   0.99962578
 HD0971
 HD0971|---------------------------------------------------------------------|
 HD0971| PID    Reference Object                     Distance      Geod. Az  |
 HD0971|                                                           dddmmss.s |
 HD0971| HD0972 MAYES HILL RM 1                      26.863 METERS 19939     |
 HD0971| HD0974 TT 1138 W                                          2613449.1 |
 HD0971| HD0970 MAYES HILL RM 2                      21.897 METERS 28336     |
 HD0971|---------------------------------------------------------------------|
 HD0971
 HD0971                          SUPERSEDED SURVEY CONTROL
 HD0971
 HD0971  NAD 83(1997)-  37 52 57.03721(N)    093 50 10.98063(W) AD(       ) 3
 HD0971  NAD 83(1997)-  37 52 57.04596(N)    093 50 10.97997(W) AD(       ) 3
 HD0971  NAD 83(1986)-  37 52 57.04690(N)    093 50 10.97879(W) AD(       ) 3
 HD0971  NAD 27      -  37 52 56.92560(N)    093 50 10.21720(W) AD(       ) 3
 HD0971  NGVD 29 (??/??/92)  291.768  (m)          957.24   (f) ADJ UNCH    2 0
 HD0971
 HD0971.Superseded values are not recommended for survey control.
 HD0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0971.See file dsdata.txt to determine how the superseded data were derived.
 HD0971
 HD0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB2645093109(NAD 83)
 HD0971_MARKER: DS = TRIANGULATION STATION DISK
 HD0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0971_STAMPING: MAYES HILL 1948
 HD0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0971+STABILITY: SURFACE MOTION
 HD0971
 HD0971  HISTORY     - Date     Condition        Report By
 HD0971  HISTORY     - 1948     MONUMENTED       CGS
 HD0971  HISTORY     - 1962     GOOD             CGS
 HD0971  HISTORY     - 1963     GOOD             NGS
 HD0971  HISTORY     - 1973     GOOD             USE
 HD0971
 HD0971                          STATION DESCRIPTION
 HD0971
 HD0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HD0971'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT HILL,
 HD0971'LOCALLY KNOWN AS MAYES HILL, ABOUT 10.0 MILES WEST OF COLLINS,
 HD0971'10.0 MILES EAST OF ELDORADO SPRINGS, 0.2 MILE SOUTH OF U.S.
 HD0971'HIGHWAY NO. 54, 155.0 FEET NORTH-NORTHWEST OF THE NORTHWEST
 HD0971'CORNER OF A HOUSE, 50.0 FEET EAST OF THE CENTER OF A GRAVELED
 HD0971'ROAD, AND 34.0 FEET SOUTHEAST OF A FENCE CORNER.  IT PROJECTS 3
 HD0971'INCHES AND IS STAMPED MAYES HILL 1948.
 HD0971'
 HD0971'REFERENCE MARK NO. 1 IS A STANDARD AZIMUTH MARK DISK AND IS
 HD0971'DIRECTLY UNDER A WIRE FENCE, 47.0 FEET SOUTH OF THE CENTER OF
 HD0971'A WIRE GATE, AND 21.0 FEET EAST OF THE CENTER OF A GRAVELED
 HD0971'ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED REF MAYES HILL NO
 HD0971'1 1948.
 HD0971'
 HD0971'REFERENCE MARK NO. 2 IS 30.0 FEET SOUTH OF THE CENTER OF A
 HD0971'TRACK ROAD AND 21.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 HD0971'GRAVELED ROAD.  IT PROJECTS 6 INCHES AND IS STAMPED MAYES HILL
 HD0971'NO 2 1948.
 HD0971'
 HD0971'AZIMUTH MARK IS A STANDARD USGS BENCH MARK DISK SET IN THE
 HD0971'TOP OF A SIX INCH SQUARE CONCRETE POST, 78.0 FEET WEST OF
 HD0971'THE CENTER OF INTERSECTION OF A CROSSROAD, 49.0 FEET NORTH OF
 HD0971'THE CENTER OF U.S. HIGHWAY NO. 54, 3.0 FEET EAST OF A WITNESS
 HD0971'POST, AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE.  IT PROJECTS 4
 HD0971'INCHES AND IS STAMPED TT 1138 W 1934.
 HD0971'
 HD0971'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HD0971'NO. 54 AND STATE HIGHWAY NO. 13 IN COLLINS, GO WEST ON U.S.
 HD0971'HIGHWAY NO. 54 FOR 12.5 MILES TO A CROSSROAD, TURN LEFT, SOUTH,
 HD0971'AND GO 0.2 MILE TO THE TOP OF GRADE AND THE STATION ON THE LEFT
 HD0971'AS DESCRIBED.
 HD0971'
 HD0971'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.2
 HD0971'MILE TO U.S. HIGHWAY NO. 54, TURN LEFT ON U.S. HIGHWAY NO.
 HD0971'54 AND GO 1.35 MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE
 HD0971'RIGHT AS DESCRIBED.
 HD0971'
 HD0971'A 74 FOOT SIGNAL AT LOGAN IS VISIBLE AT 64 FEET.
 HD0971'
 HD0971'AN 87 FOOT SIGNAL AT MET IS VISIBLE AT 50 FEET.
 HD0971'
 HD0971'A 74 FOOT SIGNAL AT CANNON IS VISIBLE AT 64 FEET.
 HD0971
 HD0971                          STATION RECOVERY (1962)
 HD0971
 HD0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PB)
 HD0971'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 HD0971'CONDITION.
 HD0971'
 HD0971'THE 1948 TO REACH IS ADEQUATE.
 HD0971'
 HD0971'A NEW DESCRIPTION FOLLOWS-
 HD0971'
 HD0971'THE STATION MARK, STAMPED MAYES HILL 1948, IS A STANDARD DISK
 HD0971'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HD0971'PROJECTS 2 INCHES.  IT IS 71.8 FEET EAST OF A WITNESS POST, 52
 HD0971'FEET NORTH OF THE CENTER OF A DRIVEWAY AND 50 FEET EAST OF THE
 HD0971'CENTER OF A GRAVELED ROAD.
 HD0971'
 HD0971'REFERENCE MARK NO 1, STAMPED REF. MAYES HILL NO 1 1948, IS
 HD0971'A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 10 INCH
 HD0971'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 106.5
 HD0971'FEET SOUTH-SOUTHEAST OF A WITNESS POST, 45 FEET SOUTH OF THE
 HD0971'CENTER OF A DRIVEWAY, 24 FEET EAST OF THE CENTER OF A GRAVELED
 HD0971'ROAD AND 11 FEET SOUTHWEST OF A POWER POLE.
 HD0971'
 HD0971'REFERENCE MARK NO 2, STAMPED MAYES HILL NO 2 1948, IS A STANDARD
 HD0971'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HD0971'WHICH PROJECTS 8 INCHES.  IT IS 65 FEET NORTHWEST OF THE CENTER
 HD0971'OF A DRIVEWAY, 10.5 FEET WEST OF THE CENTER OF A GRAVELED
 HD0971'ROAD AND 1.5 FEET NORTH OF WITNESS POST.
 HD0971'
 HD0971'THE AZIMUTH MARK, STAMPED TT 1138 W 1934, IS A STANDARD USGS
 HD0971'BENCH MARK DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 HD0971'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 79 FEET WEST-NORTHWEST OF
 HD0971'THE INTERSECTION, 50 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 54,
 HD0971'5.8 FEET WEST-NORTHWEST OF WITNESS POST AND 1 FOOT SOUTH OF
 HD0971'FENCE.
 HD0971
 HD0971                          STATION RECOVERY (1963)
 HD0971
 HD0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HD0971'3.6 MI NE FROM CEDAR SPRINGS.
 HD0971'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0971'OF STATE ROAD DD AND HIGHWAY 39 WITH HIGHWAY 54 AT CEDAR SPRING
 HD0971'THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 18
 HD0971'T 36 N, R 26 W, 192 FEET SOUTH OF THE SOUTH CORNER OF A HOUSE,
 HD0971'88.2 FEET NORTH OF R.M. 1, 72.0 FEET EAST OF AND ACROSS THE
 HD0971'ROAD FROM R.M. 2, 51 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HD0971'147 FEET NORTHWEST OF THE NORTHWEST CORNER OF ANOTHER HOUSE,
 HD0971'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HD0971'POST PROJECTING 2-INCHES.
 HD0971
 HD0971                          STATION RECOVERY (1973)
 HD0971
 HD0971'RECOVERY NOTE BY US ENGINEERS 1973 (RLA)
 HD0971'MAYES HILL 1948 RECOVERED GOOD - NO WITNESS POST.
 HD0971'
 HD0971'REF NO. 1 RECOVERED GOOD - NO WITNESS POST.
 HD0971'
 HD0971'REF NO. 2 RECOVERED GOOD - WITH WITNESS POST.
 HD0971'
 HD0971'AZIMUTH MARK RECOVERED WITH WITNESS POST.
 HD0971'
 HD0971'AZIMUTH MARK IS NOT VISIBLE FROM GROUND AT MAYES HILL AS STATED
 HD0971'ON RECOVERY NOTE OF 1962 AND LIKELY NEVER HAS BEEN.  LARGE TREES
 HD0971'(MANY) OBSTRUCT SITE.
 HD0971'
 HD0971'DISTANCE AND DIRECTION FROM NEAREST TOWN--10.0 MI. W. OF COLLINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0972 ***********************************************************************
 HD0972  DESIGNATION -  MAYES HILL RM 1
 HD0972  PID         -  HD0972
 HD0972  STATE/COUNTY-  MO/CEDAR
 HD0972  USGS QUAD   -  ROSCOE (1991)
 HD0972
 HD0972                         *CURRENT SURVEY CONTROL
 HD0972  ___________________________________________________________________
 HD0972* NAD 83(1986)-  37 52 56.     (N)    093 50 11.     (W)     SCALED    
 HD0972* NAVD 88     -       291.612  (meters)     956.73   (feet)  ADJUSTED  
 HD0972  ___________________________________________________________________
 HD0972  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HD0972  DYNAMIC HT  -         291.394 (meters)     956.02  (feet)  COMP
 HD0972  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 HD0972
 HD0972  VERT ORDER  -  SECOND    CLASS 0
 HD0972
 HD0972.The horizontal coordinates were scaled from a topographic map and have
 HD0972.an estimated accuracy of +/- 6 seconds.
 HD0972
 HD0972.The orthometric height was determined by differential leveling
 HD0972.and adjusted by the National Geodetic Survey in June 1991..
 HD0972
 HD0972.The geoid height was determined by GEOID03.
 HD0972
 HD0972.The dynamic height is computed by dividing the NAVD 88
 HD0972.geopotential number by the normal gravity value computed on the
 HD0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0972.degrees latitude (g = 980.6199 gals.).
 HD0972
 HD0972.The modeled gravity was interpolated from observed gravity values.
 HD0972
 HD0972;                    North         East    Units  Estimated Accuracy
 HD0972;SPC MO W     -   190,590.      908,380.      MT  (+/- 180 meters Scaled)
 HD0972
 HD0972                          SUPERSEDED SURVEY CONTROL
 HD0972
 HD0972  NGVD 29 (??/??/92)  291.502  (m)          956.37   (f) ADJ UNCH    2 0
 HD0972
 HD0972.Superseded values are not recommended for survey control.
 HD0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0972.See file dsdata.txt to determine how the superseded data were derived.
 HD0972
 HD0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB264930(NAD 83)
 HD0972_MARKER: DZ = AZIMUTH MARK DISK
 HD0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0972_STAMPING: MAYES HILL NO 1 1948
 HD0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0972+STABILITY: SURFACE MOTION
 HD0972
 HD0972  HISTORY     - Date     Condition        Report By
 HD0972  HISTORY     - 1948     MONUMENTED       CGS
 HD0972  HISTORY     - 1963     GOOD             NGS
 HD0972
 HD0972                          STATION DESCRIPTION
 HD0972
 HD0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0972'3.6 MI NE FROM CEDAR SPRINGS.
 HD0972'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION
 HD0972'OF U.S. HIGHWAY 548 STATE HIGHWAY 39 AND STATE ROAD DD AT CEDAR
 HD0972'SPRINGS, THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD, IN
 HD0972'SECTION 18, T 36 N, R 26 W, 88.2 FEET SOUTH OF MAYES HILL 1948,
 HD0972'22 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 11 FEET
 HD0972'SOUTHWEST OF A POWER POLE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HD0972'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD0970 ***********************************************************************
 HD0970  DESIGNATION -  MAYES HILL RM 2
 HD0970  PID         -  HD0970
 HD0970  STATE/COUNTY-  MO/CEDAR
 HD0970  USGS QUAD   -  ROSCOE (1991)
 HD0970
 HD0970                         *CURRENT SURVEY CONTROL
 HD0970  ___________________________________________________________________
 HD0970* NAD 83(1986)-  37 52 56.     (N)    093 50 11.     (W)     SCALED    
 HD0970* NAVD 88     -       291.843  (meters)     957.49   (feet)  ADJUSTED  
 HD0970  ___________________________________________________________________
 HD0970  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HD0970  DYNAMIC HT  -         291.625 (meters)     956.77  (feet)  COMP
 HD0970  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 HD0970
 HD0970  VERT ORDER  -  SECOND    CLASS 0
 HD0970
 HD0970.The horizontal coordinates were scaled from a topographic map and have
 HD0970.an estimated accuracy of +/- 6 seconds.
 HD0970
 HD0970.The orthometric height was determined by differential leveling
 HD0970.and adjusted by the National Geodetic Survey in June 1991..
 HD0970
 HD0970.The geoid height was determined by GEOID03.
 HD0970
 HD0970.The dynamic height is computed by dividing the NAVD 88
 HD0970.geopotential number by the normal gravity value computed on the
 HD0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HD0970.degrees latitude (g = 980.6199 gals.).
 HD0970
 HD0970.The modeled gravity was interpolated from observed gravity values.
 HD0970
 HD0970;                    North         East    Units  Estimated Accuracy
 HD0970;SPC MO W     -   190,590.      908,380.      MT  (+/- 180 meters Scaled)
 HD0970
 HD0970                          SUPERSEDED SURVEY CONTROL
 HD0970
 HD0970  NGVD 29 (??/??/92)  291.733  (m)          957.13   (f) ADJ UNCH    2 0
 HD0970
 HD0970.Superseded values are not recommended for survey control.
 HD0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD0970.See file dsdata.txt to determine how the superseded data were derived.
 HD0970
 HD0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB264930(NAD 83)
 HD0970_MARKER: DR = REFERENCE MARK DISK
 HD0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD0970_STAMPING: MAYES HILL NO 2 1948
 HD0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD0970+STABILITY: SURFACE MOTION
 HD0970
 HD0970  HISTORY     - Date     Condition        Report By
 HD0970  HISTORY     - 1948     MONUMENTED       CGS
 HD0970  HISTORY     - 1963     GOOD             NGS
 HD0970
 HD0970                          STATION DESCRIPTION
 HD0970
 HD0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HD0970'3.6 MI NE FROM CEDAR SPRINGS.
 HD0970'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE INTERSECTION OF
 HD0970'STATE ROAD DD AND HIGHWAY 39 WITH HIGHWAY 54 AT CEDAR SPRINGS,
 HD0970'THENCE 0.15 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 18, T 36
 HD0970'N, R 26 W, 72.0 FEET WEST OF AND ACROSS THE ROAD FROM MAYES
 HD0970'HILL 1948 23 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 HD0970'NORTH OF A METAL WITNESS POST, ABOUT 6-INCHES BELOW THE LEVEL OF
 HD0970'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1308 ***********************************************************************
 KE1308  DESIGNATION -  MAYSVILLE MAG
 KE1308  PID         -  KE1308
 KE1308  STATE/COUNTY-  MO/DE KALB
 KE1308  USGS QUAD   -  MAYSVILLE (1983)
 KE1308
 KE1308                         *CURRENT SURVEY CONTROL
 KE1308  ___________________________________________________________________
 KE1308* NAD 83(1997)-  39 53 23.07521(N)    094 21 52.60431(W)     ADJUSTED  
 KE1308* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 KE1308  ___________________________________________________________________
 KE1308  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 KE1308  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KE1308
 KE1308  HORZ ORDER  -  THIRD
 KE1308
 KE1308.The horizontal coordinates were established by classical geodetic methods
 KE1308.and adjusted by the National Geodetic Survey in February 2000..
 KE1308
 KE1308.The orthometric height was scaled from a topographic map.
 KE1308
 KE1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1308
 KE1308.The geoid height was determined by GEOID03.
 KE1308
 KE1308;                    North         East     Units Scale Factor Converg.
 KE1308;SPC MO W     -   413,235.184   861,579.171   MT  0.99994283   +0 05 12.6
 KE1308;UTM  15      - 4,416,411.023   383,327.992   MT  0.99976758   -0 52 30.9
 KE1308
 KE1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1308!SPC MO W     -   0.99995957  x   0.99994283  =   0.99990240
 KE1308!UTM  15      -   0.99995957  x   0.99976758  =   0.99972716
 KE1308
 KE1308:                Primary Azimuth Mark                     Grid Az
 KE1308:SPC MO W     -  PHELPS                                   034 43 55.1
 KE1308:UTM  15      -  PHELPS                                   035 41 38.6
 KE1308
 KE1308|---------------------------------------------------------------------|
 KE1308| PID    Reference Object                     Distance      Geod. Az  |
 KE1308|                                                           dddmmss.s |
 KE1308| KE1307 PHELPS                              APPROX.10.7 KM 0344907.7 |
 KE1308| CL7447 MAYSVILLE MAG AZ MK                                0432901.6 |
 KE1308| CL7448 MAYSVILLE MAG RM 1                   36.500 METERS 04411     |
 KE1308| KE1306 MAYSVILLE MUNICIPAL TANK            APPROX. 0.8 KM 1065557.5 |
 KE1308| CL7449 MAYSVILLE MAG RM 2                   23.250 METERS 31836     |
 KE1308|---------------------------------------------------------------------|
 KE1308
 KE1308                          SUPERSEDED SURVEY CONTROL
 KE1308
 KE1308  NAD 83(1997)-  39 53 23.07531(N)    094 21 52.60511(W) AD(       ) 3
 KE1308  NAD 83(1997)-  39 53 23.07578(N)    094 21 52.60579(W) AD(       ) 3
 KE1308  NAD 83(1986)-  39 53 23.07784(N)    094 21 52.60224(W) AD(       ) 3
 KE1308  NAD 27      -  39 53 23.08160(N)    094 21 51.77280(W) AD(       ) 3
 KE1308
 KE1308.Superseded values are not recommended for survey control.
 KE1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1308.See file dsdata.txt to determine how the superseded data were derived.
 KE1308
 KE1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE8332816411(NAD 83)
 KE1308_MARKER: DS = TRIANGULATION STATION DISK
 KE1308_SETTING: 0 = UNSPECIFIED SETTING
 KE1308
 KE1308  HISTORY     - Date     Condition        Report By
 KE1308  HISTORY     - 1948     MONUMENTED       CGS
 KE1308  HISTORY     - 1965     GOOD             CGS
 KE1308
 KE1308                          STATION DESCRIPTION
 KE1308
 KE1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1308'THE STATION IS LOCATED ABOUT 0.2 MILE WEST OF THE SOUTHWEST
 KE1308'CORNER OF THE COURTHOUSE SQUARE IN MAYSVILLE AND IS ON THE HIGH
 KE1308'SCHOOL GROUNDS.  THE MARK IS A STANDARD U.S.C. AND G.S. MAGNETIC
 KE1308'STATION DISK SET IN A 12 INCH BY 12 INCH CONCRETE BLOCK FLUSH WITH
 KE1308'THE GROUND.  IT IS 36.0 FEET EAST OF THE CENTER OF A SIDEWALK
 KE1308'LEADING TO THE SOUTH ENTRANCE OF THE SCHOOL BUILDING, 43.0
 KE1308'FEET NORTH OF THE CENTER OF A SIDEWALK AND 73.0 FEET SOUTHEAST
 KE1308'OF THE SOUTH ENTRANCE TO SCHOOL BUILDING.  NO STAMPING ON DISK.
 KE1308'
 KE1308'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK CEMENTED
 KE1308'IN A DRILL HOLE IN THE SOUTH EDGE OF THE SIDEWALK LEADING TO THE
 KE1308'EAST ENTRANCE OF THE SCHOOL BUILDING.  IT IS 44.0 FEET EAST OF THE
 KE1308'EAST ENTRANCE OF THE SCHOOL BUILDING.  IT IS SET FLUSH WITH
 KE1308'THE SIDEWALK AND IS STAMPED MAYSVILLE MAG NO 1 1948.
 KE1308'
 KE1308'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. DISK CEMENTED
 KE1308'IN A DRILL HOLE IN THE WEST CURB OF THE SOUTH ENTRANCE SLAB TO THE
 KE1308'SCHOOL BUILDING.  IT IS 2.0 FEET SOUTH OF THE SCHOOL BUILDING.  IT
 KE1308'IS SET FLUSH WITH THE TOP OF THE CURB AND IS STAMPED MAYSVILLE
 KE1308'MAG NO 2 1948.
 KE1308'
 KE1308'THE AZIMUTH MARK IS ABOUT 200.0 FEET SOUTH OF A Y-INTERSECTION,
 KE1308'33.0 FEET EAST OF THE CENTER OF COUNTY ROAD A AND 3.0 FEET
 KE1308'SOUTH OF A WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED
 KE1308'MAYSVILLE MAG 1948.
 KE1308'
 KE1308'TO REACH THE AZIMUTH MARK FROM THE STAION GO EAST ON STATE HIGHWAY
 KE1308'NO. 6 TO THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE.  HERE
 KE1308'TURN LEFT ON COUNTY ROAD A FOR 0.45 MILE AND MARK ON THE RIGHT
 KE1308'AS DESCRIBED.
 KE1308'
 KE1308'AN 87 FOOT SIGNAL AT STATION PHELPS IS VISIBLE AT 50 FEET.
 KE1308'
 KE1308'AN 87 FOOT SIGNAL AT OWEN IS VISIBLE AT 50 FEET.
 KE1308'
 KE1308'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KE1308
 KE1308                          STATION RECOVERY (1965)
 KE1308
 KE1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RLE)
 KE1308'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND
 KE1308'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND
 KE1308'WAS THOUGHT TO HAVE BEEN DESTROYED.  THIS MARK WOULD NOT BE
 KE1308'VISIBLE FROM THE GROUND AT THE STATION IF IT WAS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1306 ***********************************************************************
 KE1306  DESIGNATION -  MAYSVILLE MUNICIPAL TANK
 KE1306  PID         -  KE1306
 KE1306  STATE/COUNTY-  MO/DE KALB
 KE1306  USGS QUAD   -  MAYSVILLE (1983)
 KE1306
 KE1306                         *CURRENT SURVEY CONTROL
 KE1306  ___________________________________________________________________
 KE1306* NAD 83(1997)-  39 53 15.96982(N)    094 21 22.31252(W)     ADJUSTED  
 KE1306* NAVD 88     -                                                        
 KE1306  ___________________________________________________________________
 KE1306  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KE1306  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KE1306
 KE1306  HORZ ORDER  -  THIRD
 KE1306
 KE1306.The horizontal coordinates were established by classical geodetic methods
 KE1306.and adjusted by the National Geodetic Survey in February 2000..
 KE1306
 KE1306
 KE1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1306
 KE1306.The geoid height was determined by GEOID03.
 KE1306
 KE1306;                    North         East     Units Scale Factor Converg.
 KE1306;SPC MO W     -   413,017.174   862,299.173   MT  0.99994304   +0 05 32.0
 KE1306;UTM  15      - 4,416,180.996   384,044.106   MT  0.99976553   -0 52 11.3
 KE1306
 KE1306                          SUPERSEDED SURVEY CONTROL
 KE1306
 KE1306  NAD 83(1997)-  39 53 15.96992(N)    094 21 22.31331(W) AD(       ) 4
 KE1306  NAD 83(1997)-  39 53 15.97041(N)    094 21 22.31394(W) AD(       ) 4
 KE1306  NAD 83(1986)-  39 53 15.97241(N)    094 21 22.31042(W) AD(       ) 4
 KE1306  NAD 27      -  39 53 15.97600(N)    094 21 21.48300(W) AD(       ) 3
 KE1306
 KE1306.Superseded values are not recommended for survey control.
 KE1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1306.See file dsdata.txt to determine how the superseded data were derived.
 KE1306
 KE1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE8404416181(NAD 83)
 KE1306_MARKER: 53 = ELEVATED TANK
 KE1306
 KE1306  HISTORY     - Date     Condition        Report By
 KE1306  HISTORY     - 1948     FIRST OBSERVED   CGS
 KE1306
 KE1306                          STATION DESCRIPTION
 KE1306
 KE1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KE1306'THE WATER TANK IS LOCATED AT THE EAST EDGE OF MAYSVILLE AND IS 175
 KE1306'FEET SOUTH OF AN EAST-WEST STREET.  IT IS A FOUR LEGGED STEEL
 KE1306'STRUCTURE SUPPORTING THE WATER TANK.  IT IS ABOUT 100 FEET HIGH.
 KE1306'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0753 ***********************************************************************
 KD0753  DESIGNATION -  MAYVIEW
 KD0753  PID         -  KD0753
 KD0753  STATE/COUNTY-  MO/LAFAYETTE
 KD0753  USGS QUAD   -  MAYVIEW (1979)
 KD0753
 KD0753                         *CURRENT SURVEY CONTROL
 KD0753  ___________________________________________________________________
 KD0753* NAD 83(1997)-  39 00 35.93503(N)    093 50 06.83414(W)     ADJUSTED  
 KD0753* NAVD 88     -       267.842  (meters)     878.75   (feet)  ADJUSTED  
 KD0753  ___________________________________________________________________
 KD0753  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 KD0753  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0753  DYNAMIC HT  -         267.669 (meters)     878.18  (feet)  COMP
 KD0753  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 KD0753
 KD0753  HORZ ORDER  -  SECOND
 KD0753  VERT ORDER  -  SECOND    CLASS 0
 KD0753
 KD0753.The horizontal coordinates were established by classical geodetic methods
 KD0753.and adjusted by the National Geodetic Survey in February 2000..
 KD0753
 KD0753.The orthometric height was determined by differential leveling
 KD0753.and adjusted by the National Geodetic Survey in June 1991..
 KD0753
 KD0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0753
 KD0753.The geoid height was determined by GEOID03.
 KD0753
 KD0753.The dynamic height is computed by dividing the NAVD 88
 KD0753.geopotential number by the normal gravity value computed on the
 KD0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0753.degrees latitude (g = 980.6199 gals.).
 KD0753
 KD0753.The modeled gravity was interpolated from observed gravity values.
 KD0753
 KD0753;                    North         East     Units Scale Factor Converg.
 KD0753;SPC MO W     -   315,767.726   907,575.279   MT  0.99998198   +0 25 06.4
 KD0753;UTM  15      - 4,318,216.081   427,685.447   MT  0.99966439   -0 31 32.8
 KD0753
 KD0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0753!SPC MO W     -   0.99996310  x   0.99998198  =   0.99994508
 KD0753!UTM  15      -   0.99996310  x   0.99966439  =   0.99962750
 KD0753
 KD0753:                Primary Azimuth Mark                     Grid Az
 KD0753:SPC MO W     -  MAYVIEW MUN STANDPIPE                    006 46 15.5
 KD0753:UTM  15      -  MAYVIEW MUN STANDPIPE                    007 42 54.7
 KD0753
 KD0753|---------------------------------------------------------------------|
 KD0753| PID    Reference Object                     Distance      Geod. Az  |
 KD0753|                                                           dddmmss.s |
 KD0753| KD1260 MAYVIEW MUN STANDPIPE               APPROX. 4.9 KM 0071121.9 |
 KD0753| KD0754 MAYVIEW RM 1                         25.662 METERS 03548     |
 KD0753| KD1247 HIGGINSVILLE W MUNICIPAL TANK       APPROX.11.6 KM 0535644.1 |
 KD0753| KD1245 HIGGINSVILLE E MUNICIPAL TANK       APPROX.12.6 KM 0560607.3 |
 KD0753| KD0752 MAYVIEW RM 2                         25.099 METERS 13523     |
 KD0753| CL9869 MAYVIEW AZ MK                                      2234907.4 |
 KD0753| CL9870 MAYVIEW AZ MK RESET                                2305456.7 |
 KD0753| KD1263 ODESSA PANHANDLE E PIPE MAST        APPROX.10.4 KM 2750803.3 |
 KD0753| KD1259 MAYVIEW SERVICE PIPE RAD MAST       APPROX. 6.9 KM 3594632.3 |
 KD0753|---------------------------------------------------------------------|
 KD0753
 KD0753                          SUPERSEDED SURVEY CONTROL
 KD0753
 KD0753  NAD 83(1997)-  39 00 35.93599(N)    093 50 06.83539(W) AD(       ) 2
 KD0753  NAD 83(1986)-  39 00 35.94192(N)    093 50 06.83302(W) AD(       ) 2
 KD0753  NAD 27      -  39 00 35.89396(N)    093 50 06.02706(W) AD(       ) 2
 KD0753  NGVD 29 (??/??/92)  267.745  (m)          878.43   (f) ADJ UNCH    2 0
 KD0753
 KD0753.Superseded values are not recommended for survey control.
 KD0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0753.See file dsdata.txt to determine how the superseded data were derived.
 KD0753
 KD0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2768518216(NAD 83)
 KD0753_MARKER: DS = TRIANGULATION STATION DISK
 KD0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0753_STAMPING: MAYVIEW 1949
 KD0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0753+STABILITY: SURFACE MOTION
 KD0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0753+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 KD0753
 KD0753  HISTORY     - Date     Condition        Report By
 KD0753  HISTORY     - 1949     MONUMENTED       CGS
 KD0753  HISTORY     - 1960     GOOD             CGS
 KD0753  HISTORY     - 1961     GOOD             LOCENG
 KD0753  HISTORY     - 1963     GOOD             CGS
 KD0753  HISTORY     - 1963     GOOD             NGS
 KD0753  HISTORY     - 19961202 GOOD             MOHC
 KD0753  HISTORY     - 20060904 GOOD             GEOCAC
 KD0753
 KD0753                          STATION DESCRIPTION
 KD0753
 KD0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD0753'THE STATION IS LOCATED ABOUT 5.75 MILES EAST OF ODESSA AND 3.0
 KD0753'MILES SOUTH OF MAYVIEW ON THE WEST SIDE OF COUNTY ROUTE E.
 KD0753'IT IS ON THE ROAD RIGHT-OF-WAY, 34 FEET NORTH OF NORTH END
 KD0753'OF BOARD GATE, 28 FEET WEST OF THE CENTER OF COUNTY ROUTE
 KD0753'E, 6 FEET EAST OF WITNESS POST AND 5.5 FEET EAST OF NORTH-SOUTH
 KD0753'FENCE LINE.  IT IS STAMPED MAYVIEW 1949 AND SET FLUSH WITH THE
 KD0753'GROUND SURFACE.
 KD0753'
 KD0753'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 24 FEET
 KD0753'EAST OF THE CENTER OF COUNTY ROUTE E AND 1 FOOT WEST OF
 KD0753'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MAYVIEW NO 1 1949 AND
 KD0753'PROJECTS 2 INCHES.
 KD0753'
 KD0753'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 24 FEET WEST OF
 KD0753'THE CENTER OF COUNTY ROUTE E, 6 FEET SOUTH OF TELEPHONE POLE,
 KD0753'2 FEET NORTHWEST OF WEST END OF WIRE GATE AND 1 FOOT WEST OF
 KD0753'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MAYVIEW NO 2 1949 AND
 KD0753'PROJECTS 4 INCHES.
 KD0753'
 KD0753'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, 27 FEET
 KD0753'NORTH OF THE CENTER OF U.S. HIGHWAY 40, 10 FEET WEST-NORTHWEST
 KD0753'OF POWER LINE POLE, 3 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH
 KD0753'OF EAST-WEST FENCE LINE.  IT IS STAMPED MAYVIEW 1949 AND PROJECTS
 KD0753'3 INCHES.
 KD0753'
 KD0753'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 40 AND
 KD0753'STATE HIGHWAY 131 IN THE NORTH PART OF ODESSA, GO EAST ON U.S.
 KD0753'HIGHWAY 40 FOR 6.2 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 KD0753'DESCRIBED, CONTINUE EAST ON U.S. HIGHWAY 40 FOR 0.35 MILE
 KD0753'TO THE JUNCTION WITH COUNTY ROUTE E, TURN LEFT AND GO NORTH ON
 KD0753'COUNTY ROUTE E FOR 0.5 MILE TO BOARD GATE ON THE RIGHT AND
 KD0753'STATION JUST NORTH AS DESCRIBED.
 KD0753'
 KD0753'AN 87 FOOT SIGNAL AT STATION HIGGINS IS VISIBLE AT 37 FEET.
 KD0753'
 KD0753'AN 87 FOOT SIGNAL AT STATION HAZEL IS VISIBLE AT 50 FEET.
 KD0753'
 KD0753'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KD0753
 KD0753                          STATION RECOVERY (1960)
 KD0753
 KD0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 KD0753'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KD0753'GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY
 KD0753'40 WILL DESTROY THE AZIMUTH MARK, SO IT WAS MOVED.  A COMPLETE
 KD0753'DESCRIPTION FOLLOWS.
 KD0753'
 KD0753'STATION IS LOCATED 6 AND 1/2 MILES EAST OF ODESSA AND 3 MILES
 KD0753'SOUTH OF THE SMALL TOWN OF MAYVIEW ON THE WEST SIDE OF COUNTY
 KD0753'ROAD E, 59 FEET NORTH OF A T-FENCE INTERSECTION, 34 FEET NORTH OF
 KD0753'THE NORTH END OF A GATE, 28 FEET WEST OF THE CENTER OF COUNTY
 KD0753'ROAD E, AND 5.5 FEET EAST OF A NORTH-SOUTH FENCE AND A NEW STEEL
 KD0753'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND SURFACE AND
 KD0753'THE DISK IS STAMPED MAYVIEW 1949.
 KD0753'
 KD0753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 KD0753'STATE HIGHWAY 131 IN THE NORTH PART OF ODESSA, GO EAST ON U.S.
 KD0753'HIGHWAY 40 FOR 6.0 MILES TO THE LARGE WHITE HOUSE OF C.R. DAVIS
 KD0753'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE EAST
 KD0753'ON U.S. HIGHWAY 40 FOR 0.55 MILE TO THE JUNCTION OF COUNTY
 KD0753'ROAD E ON THE LEFT.  TURN LEFT AND GO NORTH ON COUNTY ROAD E
 KD0753'FOR 0.5 MILE TO THE STATION ON THE LEFT.
 KD0753'
 KD0753'REFERENCE MARK NO. 1 IS 84.18 FEET NORTHEAST OF THE STATION,
 KD0753'24 FEET EAST OF THE CENTER OF COUNTY ROAD E, 22 FEET SOUTH OF A
 KD0753'TELEPHONE POLE, AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 KD0753'2 INCHES AND THE DISK IS STAMPED MAYVIEW NO 1 1949.
 KD0753'
 KD0753'REFERENCE MARK NO. 2 IS 82.34 FEET SOUTHEAST OF THE STATION, 24
 KD0753'FEET EAST OF THE CENTER OF COUNTY ROAD E, 6 FEET SOUTH OF A
 KD0753'TELEPHONE POLE, 2 FEET SOUTH OF A T-FENCE INTERSECTION, AND 1
 KD0753'FOOT WEST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 KD0753'IS STAMPED MAYVIEW NO 2 1949.
 KD0753'
 KD0753'AZIMUTH MARK (RESET) IS 0.75 MILE SOUTHWEST OF THE STATION,
 KD0753'100 FEET NORTHEAST OF LARGE WHITE HOUSE OF C.R. DAVIS, 35 FEET
 KD0753'SOUTH OF THE CENTER OF OLD U.S. HIGHWAY 40, 22 FEET EAST OF
 KD0753'DRIVEWAY TO HOUSE, 13 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH
 KD0753'OF FENCE, AND 1 FOOT EAST OF STEEL WITNESS POST.  THE MARK
 KD0753'PROJECTS 2 INCHES AND THE DISK IS STAMPED MAYVIEW 1949
 KD0753'RESET 1960.
 KD0753'
 KD0753'NOTE- U.S. HIGHWAY 40 IN THIS AREA IS BEING INCORPORATED INTO
 KD0753'AN INTERSTATE HIGHWAY AND WILL BE SO DESIGNATED IN THE FUTURE.
 KD0753
 KD0753                          STATION RECOVERY (1961)
 KD0753
 KD0753'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD)
 KD0753'STATION RECOVERED BY AERIAL CONTROL GEO.
 KD0753'
 KD0753'STATION AND AZIMUTH MARKS FOUND IN GOOD CONDITION.  NO. SEARCH
 KD0753'MADE FOR RMS.  AZIMUTH MARK S. INSTEAD OF N. OF U.S. 40 AND
 KD0753'1 FT. N. INSTEAD OF S. OF E-W FENCE LINE.
 KD0753
 KD0753                          STATION RECOVERY (1963)
 KD0753
 KD0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKR)
 KD0753'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 KD0753'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KD0753'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE MARKS WERE
 KD0753'VERIFIED.
 KD0753'
 KD0753'THE 1949 DESCRIPTION WAS ENTIRELY ADEQUATE.
 KD0753'
 KD0753'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 KD0753'
 KD0753'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KD0753
 KD0753                          STATION RECOVERY (1963)
 KD0753
 KD0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KD0753'7.4 MI E FROM ODESSA.
 KD0753'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE AT
 KD0753'ODESSA, THENCE 6.2 MILES EAST ALONG INTERSTATE HIGHWAY 70,
 KD0753'THENCE 0.4 MILE NORTH ALONG HIGHWAY E, 25 FEET WEST OF THE
 KD0753'CENTERLINE OF THE HIGHWAY, 84.0 FEET SOUTHWEST OF R.M. 1, 82.5
 KD0753'FEET NORTHWEST OF R.M. 2, 39 FEET NORTH OF THE CENTER OF A GATE
 KD0753'AT THE ENTRANCE TO A FIELD, 6.0 FEET EAST OF A WITNESS POST,
 KD0753'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KD0753'LEVEL WITH THE GROUND.
 KD0753
 KD0753                          STATION RECOVERY (1996)
 KD0753
 KD0753'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1996 (MP)
 KD0753'RECOVERED IN GOOD CONDITION.
 KD0753
 KD0753                          STATION RECOVERY (2006)
 KD0753
 KD0753'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0753'FOUND THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK.
 KD0753'REFERENCE MARK 1 NOT FOUND, BUT A CONCRETE POST BELIEVED TO BE THE
 KD0753'MONUMENT WAS FOUND ON ITS SIDE AT THE LOCATION OF RM1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1260 ***********************************************************************
 KD1260  DESIGNATION -  MAYVIEW MUN STANDPIPE
 KD1260  PID         -  KD1260
 KD1260  STATE/COUNTY-  MO/LAFAYETTE
 KD1260  USGS QUAD   -  MAYVIEW (1979)
 KD1260
 KD1260                         *CURRENT SURVEY CONTROL
 KD1260  ___________________________________________________________________
 KD1260* NAD 83(1997)-  39 03 14.76587(N)    093 49 41.13838(W)     ADJUSTED  
 KD1260* NAVD 88     -                                                        
 KD1260  ___________________________________________________________________
 KD1260  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 KD1260  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KD1260
 KD1260  HORZ ORDER  -  THIRD
 KD1260
 KD1260.The horizontal coordinates were established by classical geodetic methods
 KD1260.and adjusted by the National Geodetic Survey in February 2000..
 KD1260
 KD1260
 KD1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1260
 KD1260.The geoid height was determined by GEOID03.
 KD1260
 KD1260;                    North         East     Units Scale Factor Converg.
 KD1260;SPC MO W     -   320,670.042   908,157.306   MT  0.99998281   +0 25 24.1
 KD1260;UTM  15      - 4,323,106.577   428,348.008   MT  0.99966322   -0 31 18.4
 KD1260
 KD1260                          SUPERSEDED SURVEY CONTROL
 KD1260
 KD1260  NAD 83(1997)-  39 03 14.76684(N)    093 49 41.13981(W) AD(       ) 4
 KD1260  NAD 83(1986)-  39 03 14.77251(N)    093 49 41.13733(W) AD(       ) 4
 KD1260  NAD 27      -  39 03 14.71934(N)    093 49 40.33286(W) AD(       ) 3
 KD1260
 KD1260.Superseded values are not recommended for survey control.
 KD1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1260.See file dsdata.txt to determine how the superseded data were derived.
 KD1260
 KD1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2834823107(NAD 83)
 KD1260_MARKER: 52 = STANDPIPE TANK
 KD1260
 KD1260  HISTORY     - Date     Condition        Report By
 KD1260  HISTORY     - 1962     FIRST OBSERVED   CGS
 KD1260  HISTORY     - 20050429 MARK NOT FOUND   GEOCAC
 KD1260
 KD1260                          STATION DESCRIPTION
 KD1260
 KD1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1260'THE STATION IS THE SMALL VENTILATOR AT THE TOP CENTER OF THE
 KD1260'STANDPIPE, LOCATED AT THE NORTHEAST EDGE OF MAYVIEW, 0.1 MILE
 KD1260'EAST OF COUNTY ROUTE E AND ON THE NORTH SIDE OF A GRAVEL STREET.
 KD1260'
 KD1260'THE STANDPIPE IS MADE OF STEEL, PAINTED SILVER WITH MAYVIEW
 KD1260'PAINTED BLACK VERTICALLY ON THE NORTH SIDE OF THE STANDPIPE
 KD1260'AND HAS AN OVERALL HEIGHT OF 56 FEET.  THE STANDPIPE WAS BUILT IN
 KD1260'1962.
 KD1260
 KD1260                          STATION RECOVERY (2005)
 KD1260
 KD1260'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1260'THE STANDPIPE HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0754 ***********************************************************************
 KD0754  DESIGNATION -  MAYVIEW RM 1
 KD0754  PID         -  KD0754
 KD0754  STATE/COUNTY-  MO/LAFAYETTE
 KD0754  USGS QUAD   -  MAYVIEW (1979)
 KD0754
 KD0754                         *CURRENT SURVEY CONTROL
 KD0754  ___________________________________________________________________
 KD0754* NAD 83(1986)-  39 00 35.     (N)    093 50 07.     (W)     SCALED    
 KD0754* NAVD 88     -       268.092  (meters)     879.57   (feet)  ADJUSTED  
 KD0754  ___________________________________________________________________
 KD0754  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0754  DYNAMIC HT  -         267.920 (meters)     879.00  (feet)  COMP
 KD0754  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 KD0754
 KD0754  VERT ORDER  -  SECOND    CLASS 0
 KD0754
 KD0754.The horizontal coordinates were scaled from a topographic map and have
 KD0754.an estimated accuracy of +/- 6 seconds.
 KD0754
 KD0754.The orthometric height was determined by differential leveling
 KD0754.and adjusted by the National Geodetic Survey in June 1991..
 KD0754
 KD0754.The geoid height was determined by GEOID03.
 KD0754
 KD0754.The dynamic height is computed by dividing the NAVD 88
 KD0754.geopotential number by the normal gravity value computed on the
 KD0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0754.degrees latitude (g = 980.6199 gals.).
 KD0754
 KD0754.The modeled gravity was interpolated from observed gravity values.
 KD0754
 KD0754;                    North         East    Units  Estimated Accuracy
 KD0754;SPC MO W     -   315,740.      907,570.      MT  (+/- 180 meters Scaled)
 KD0754
 KD0754                          SUPERSEDED SURVEY CONTROL
 KD0754
 KD0754  NGVD 29 (??/??/92)  267.996  (m)          879.25   (f) ADJ UNCH    2 0
 KD0754
 KD0754.Superseded values are not recommended for survey control.
 KD0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0754.See file dsdata.txt to determine how the superseded data were derived.
 KD0754
 KD0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD276181(NAD 83)
 KD0754_MARKER: DR = REFERENCE MARK DISK
 KD0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0754_STAMPING: MAYVIEW NO 1 1949
 KD0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0754+STABILITY: SURFACE MOTION
 KD0754
 KD0754  HISTORY     - Date     Condition        Report By
 KD0754  HISTORY     - 1949     MONUMENTED       CGS
 KD0754  HISTORY     - 1963     GOOD             NGS
 KD0754  HISTORY     - 20060904 MARK NOT FOUND   GEOCAC
 KD0754
 KD0754                          STATION DESCRIPTION
 KD0754
 KD0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0754'7.4 MI E FROM ODESSA.
 KD0754'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE
 KD0754'AT ODESSA, THENCE 6.2 MILES EAST ALONG INTERSTATE HIGHWAY 70,
 KD0754'THENCE 0.4 MILE NORTH ALONG HIGHWAY E, 23 FEET EAST OF THE
 KD0754'CENTERLINE OF THE ROAD, 127.0 FEET NORTH OF R.M. 2, 84.0 FEET
 KD0754'NORTHEAST OF THE STATION MARK MAYVIEW 1949, ABOUT 2 FEET
 KD0754'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KD0754'POST PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE GROUND.
 KD0754
 KD0754                          STATION RECOVERY (2006)
 KD0754
 KD0754'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0754'LOCATED A CONCRETE MONUMENT POST LAYING ON THE SIDE AT THE EDGE OF A
 KD0754'SOYBEAN FIELD. THE POST IS HALF BURIED. THERE APPEARED TO BE A DISK
 KD0754'STEM ON ONE END OF THE POST.
 KD0754'N39 00 36.6 W93 50 06.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0752 ***********************************************************************
 KD0752  DESIGNATION -  MAYVIEW RM 2
 KD0752  PID         -  KD0752
 KD0752  STATE/COUNTY-  MO/LAFAYETTE
 KD0752  USGS QUAD   -  MAYVIEW (1979)
 KD0752
 KD0752                         *CURRENT SURVEY CONTROL
 KD0752  ___________________________________________________________________
 KD0752* NAD 83(1986)-  39 00 35.     (N)    093 50 07.     (W)     SCALED    
 KD0752* NAVD 88     -       268.105  (meters)     879.61   (feet)  ADJUSTED  
 KD0752  ___________________________________________________________________
 KD0752  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KD0752  DYNAMIC HT  -         267.933 (meters)     879.04  (feet)  COMP
 KD0752  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 KD0752
 KD0752  VERT ORDER  -  SECOND    CLASS 0
 KD0752
 KD0752.The horizontal coordinates were scaled from a topographic map and have
 KD0752.an estimated accuracy of +/- 6 seconds.
 KD0752
 KD0752.The orthometric height was determined by differential leveling
 KD0752.and adjusted by the National Geodetic Survey in June 1991..
 KD0752
 KD0752.The geoid height was determined by GEOID03.
 KD0752
 KD0752.The dynamic height is computed by dividing the NAVD 88
 KD0752.geopotential number by the normal gravity value computed on the
 KD0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0752.degrees latitude (g = 980.6199 gals.).
 KD0752
 KD0752.The modeled gravity was interpolated from observed gravity values.
 KD0752
 KD0752;                    North         East    Units  Estimated Accuracy
 KD0752;SPC MO W     -   315,740.      907,570.      MT  (+/- 180 meters Scaled)
 KD0752
 KD0752                          SUPERSEDED SURVEY CONTROL
 KD0752
 KD0752  NGVD 29 (??/??/92)  268.009  (m)          879.29   (f) ADJ UNCH    2 0
 KD0752
 KD0752.Superseded values are not recommended for survey control.
 KD0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0752.See file dsdata.txt to determine how the superseded data were derived.
 KD0752
 KD0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD276181(NAD 83)
 KD0752_MARKER: DR = REFERENCE MARK DISK
 KD0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0752_STAMPING: MAYVIEW NO 2 1949
 KD0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0752+STABILITY: SURFACE MOTION
 KD0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0752+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 KD0752
 KD0752  HISTORY     - Date     Condition        Report By
 KD0752  HISTORY     - 1949     MONUMENTED       CGS
 KD0752  HISTORY     - 1963     GOOD             NGS
 KD0752  HISTORY     - 20060904 GOOD             GEOCAC
 KD0752
 KD0752                          STATION DESCRIPTION
 KD0752
 KD0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KD0752'7.4 MI E FROM ODESSA.
 KD0752'0.75 MILE NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE AT
 KD0752'ODESSA, THENCE 6.2 MILES EAST ALONG INTERSTATE HIGHWAY 70, THENCE
 KD0752'0.4 MILE NORTH ALONG HIGHWAY E, 23 FEET EAST OF THE CENTERLINE
 KD0752'OF THE ROAD, 127.0 FEET SOUTH OF R.M. 1, 82.5 FEET SOUTHEAST OF
 KD0752'THE STATION MARK MAYVIEW 1949, ABOUT 2 FEET ABOVE THE LEVEL
 KD0752'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KD0752'0.2 FOOT.
 KD0752
 KD0752                          STATION RECOVERY (2006)
 KD0752
 KD0752'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KD0752'ADD 1.8 FEET SOUTH OF A FENCE CORNER AND 1.1 FEET WEST OF THE FENCE TO
 KD0752'THE DESCRIPTION.
 KD0752' 
 KD0752'HH2 N39 00 35.4 W93 50 06.1
 KD0752' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1259 ***********************************************************************
 KD1259  DESIGNATION -  MAYVIEW SERVICE PIPE RAD MAST
 KD1259  PID         -  KD1259
 KD1259  STATE/COUNTY-  MO/LAFAYETTE
 KD1259  USGS QUAD   -  MAYVIEW (1979)
 KD1259
 KD1259                         *CURRENT SURVEY CONTROL
 KD1259  ___________________________________________________________________
 KD1259* NAD 83(1997)-  39 04 19.53994(N)    093 50 07.95738(W)     ADJUSTED  
 KD1259* NAVD 88     -                                                        
 KD1259  ___________________________________________________________________
 KD1259  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 KD1259  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KD1259
 KD1259  HORZ ORDER  -  THIRD
 KD1259
 KD1259.The horizontal coordinates were established by classical geodetic methods
 KD1259.and adjusted by the National Geodetic Survey in February 2000..
 KD1259
 KD1259
 KD1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1259
 KD1259.The geoid height was determined by GEOID03.
 KD1259
 KD1259;                    North         East     Units Scale Factor Converg.
 KD1259;SPC MO W     -   322,662.715   907,497.886   MT  0.99998187   +0 25 07.7
 KD1259;UTM  15      - 4,325,109.219   427,721.752   MT  0.99966432   -0 31 36.0
 KD1259
 KD1259                          SUPERSEDED SURVEY CONTROL
 KD1259
 KD1259  NAD 83(1997)-  39 04 19.54087(N)    093 50 07.95885(W) AD(       ) 4
 KD1259  NAD 83(1986)-  39 04 19.54655(N)    093 50 07.95637(W) AD(       ) 4
 KD1259  NAD 27      -  39 04 19.49741(N)    093 50 07.14867(W) AD(       ) 3
 KD1259
 KD1259.Superseded values are not recommended for survey control.
 KD1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1259.See file dsdata.txt to determine how the superseded data were derived.
 KD1259
 KD1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2772225109(NAD 83)
 KD1259_MARKER: 42 = RADIO/TV MAST
 KD1259
 KD1259  HISTORY     - Date     Condition        Report By
 KD1259  HISTORY     - 1962     FIRST OBSERVED   CGS
 KD1259  HISTORY     - 20050429 POOR             GEOCAC
 KD1259
 KD1259                          STATION DESCRIPTION
 KD1259
 KD1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 KD1259'THE STATION IS THE RED LIGHT ATOP THE MAST, LOCATED 6 MILES
 KD1259'WEST OF HIGGINSVILLE, 1 MILE NORTH OF MAYVIEW, 1/4 MILE SOUTHWEST
 KD1259'OF THE JUNCTION OF COUNTY ROUTES FF AND E.
 KD1259'
 KD1259'IT IS A LARGE, SLENDER STEEL STRUCTURE, GUYED, PAINTED RED AND
 KD1259'WHITE WHICH HAS TWO LARGE REFLECTORS AT THE TOP OF THE MAST AND
 KD1259'HAS AN OVERALL HEIGHT OF 380 FEET.  THE MAST IN THE APPROXIMATE
 KD1259'CENTER OF A LARGE FENCED IN AREA AND HAS A SMALL CONCRETE BLOCK
 KD1259'BUILDING WEST OF THE MAST AND IS OWNED BY THE SERVICE PIPE LINE
 KD1259'CO. OF TULSA, OKLAHOMA.
 KD1259
 KD1259                          STATION RECOVERY (2005)
 KD1259
 KD1259'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KD1259'A RADIO MAST WAS NOT OBSERVED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1532 ***********************************************************************
 JC1532  DESIGNATION -  MCDANIEL
 JC1532  PID         -  JC1532
 JC1532  STATE/COUNTY-  MO/OSAGE
 JC1532  USGS QUAD   -  WESTPHALIA EAST (1981)
 JC1532
 JC1532                         *CURRENT SURVEY CONTROL
 JC1532  ___________________________________________________________________
 JC1532* NAD 83(1997)-  38 27 35.84348(N)    091 53 16.21236(W)     ADJUSTED  
 JC1532* NAVD 88     -       292.0    (meters)     958.     (feet)  VERTCON   
 JC1532  ___________________________________________________________________
 JC1532  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 JC1532  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JC1532
 JC1532  HORZ ORDER  -  FIRST
 JC1532
 JC1532.The horizontal coordinates were established by classical geodetic methods
 JC1532.and adjusted by the National Geodetic Survey in February 2000..
 JC1532
 JC1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1532
 JC1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1532
 JC1532.The geoid height was determined by GEOID03.
 JC1532
 JC1532;                    North         East     Units Scale Factor Converg.
 JC1532;SPC MO C     -   291,661.904   553,426.914   MT  0.99996847   +0 22 50.7
 JC1532;UTM  15      - 4,257,435.936   597,033.330   MT  0.99971595   +0 41 30.4
 JC1532
 JC1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1532!SPC MO C     -   0.99995918  x   0.99996847  =   0.99992766
 JC1532!UTM  15      -   0.99995918  x   0.99971595  =   0.99967515
 JC1532
 JC1532:                Primary Azimuth Mark                     Grid Az
 JC1532:SPC MO C     -  MCDANIEL AZ MK                           051 29 52.8
 JC1532:UTM  15      -  MCDANIEL AZ MK                           051 11 13.1
 JC1532
 JC1532|---------------------------------------------------------------------|
 JC1532| PID    Reference Object                     Distance      Geod. Az  |
 JC1532|                                                           dddmmss.s |
 JC1532| CN7405 MCDANIEL AZ MK                                     0515243.5 |
 JC1532| JC1521 LINN MUNICIPAL TANK                 APPROX. 4.6 KM 0654925.8 |
 JC1532| CN7406 MCDANIEL RM 1                        21.435 METERS 17405     |
 JC1532| JC1531 RICH FOUNTAIN SACRED HEART CH       APPROX. 6.9 KM 1750155.5 |
 JC1532| JC1528 FREEBURG HOLY FAM CH E STEEPLE      APPROX.16.4 KM 1910028.0 |
 JC1532| JC1527 FREEBURG HOLY FAM CH W STEEPLE      APPROX.16.4 KM 1910319.3 |
 JC1532| JD2523 KOELTZTOWN ST BONIFACE CATH CH      APPROX.20.1 KM 2220238.3 |
 JC1532| CN7407 MCDANIEL RM 2                        25.025 METERS 23828     |
 JC1532|---------------------------------------------------------------------|
 JC1532
 JC1532                          SUPERSEDED SURVEY CONTROL
 JC1532
 JC1532  NAD 83(1986)-  38 27 35.85674(N)    091 53 16.21523(W) AD(       ) 1
 JC1532  NAD 27      -  38 27 35.71000(N)    091 53 15.59010(W) AD(       ) 1
 JC1532  NGVD 29 (07/19/86)  292.0    (m)          958.     (f) VERT ANG       
 JC1532
 JC1532.Superseded values are not recommended for survey control.
 JC1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1532.See file dsdata.txt to determine how the superseded data were derived.
 JC1532
 JC1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC9703357436(NAD 83)
 JC1532_MARKER: Z = SEE DESCRIPTION
 JC1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1532
 JC1532  HISTORY     - Date     Condition        Report By
 JC1532  HISTORY     - 1879     MONUMENTED       CGS
 JC1532  HISTORY     - 1937     GOOD             CGS
 JC1532  HISTORY     - 1947     GOOD             CGS
 JC1532  HISTORY     - 20050606 POOR             MODNR
 JC1532
 JC1532                          STATION DESCRIPTION
 JC1532
 JC1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JC1532'STATION RECOVERED AS DESCRIBED.  MARKS IN GOOD CONDITION.
 JC1532'
 JC1532'THE STATION IS 3.3 MILES BY ROAD SW OF LINN ON THE HIGHEST
 JC1532'POINT OF THE RIDGE, IN THE CULTIVATED FIELD THE SE 1/4 SEC. 23,
 JC1532'T. 43 N., R. 9 W., 46 FEET E OF THE CENTER LINE OF THE PUBLIC
 JC1532'ROAD ON PROPERTY BELONGING TO MR. GEORGE MC DANIEL AND ABOUT 0.2
 JC1532'MILE S OF THE HOUSE WHERE MR. MC DANIEL LIVES.
 JC1532'
 JC1532'SURFACE MARK IS A STANDARD DISK SET IN CONCRETE, 11 INCHES BELOW
 JC1532'THE SURFACE.
 JC1532'
 JC1532'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE, 32 INCHES
 JC1532'BELOW THE SURFACE.
 JC1532'
 JC1532'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE BLOCKS, 12
 JC1532'INCHES SQUARE AND PROJECTING 4 INCHES ABOVE THE GROUND.
 JC1532'
 JC1532'REFERENCE MARK NO. 1 IS IN THE FENCE LINE ON THE W SIDE OF THE
 JC1532'PUBLIC ROAD, 70.3 FEET FROM THE STATION.
 JC1532'
 JC1532'REFERENCE MARK NO. 2 IS IN THE FENCE LINE ON THE W SIDE OF THE
 JC1532'PUBLIC ROAD, 82.1 FEET FROM THE STATION.
 JC1532'
 JC1532'ALL MARKS ARE STAMPED WITH THE NAME OF THE STATION AND THE
 JC1532'YEAR ESTABLISHED.
 JC1532'
 JC1532'TO REACH THE STATION FROM THE LINN COURTHOUSE, GO W ON U.S.
 JC1532'HIGHWAY 50 ABOUT 125 YARDS TO A T-GRAVEL ROAD S.  THERE TURN
 JC1532'S AND FOLLOW THE MAIN-GRAVEL ROAD SOUTHWESTERLY 3.1 MILES TO A
 JC1532'FORK OF THE ROAD IN FRONT OF THE MC DANIEL HOUSE.  THEN KEEP
 JC1532'THE LEFT FORK AND GO 0.2 MILE TO THE STATION.
 JC1532
 JC1532                          STATION RECOVERY (1947)
 JC1532
 JC1532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1532'THE STATION WAS RECOVERD AND ALL MARKS FOUND TO BE IN GOOD
 JC1532'CONDITION.  A NEW DESCRIPTION FOLLOWS-
 JC1532'
 JC1532'THE STATION IS LOCATED ABOUT 3.3 MILES BY ROAD SOUTHWEST OF LINN
 JC1532'ON THE HIGHEST POINT OF THE RIDGE, IN THE SE 1/4 SEC. 23, T.
 JC1532'43 N., R. 9 W., 45.5 FEET SOUTH OF CENTER LINE OF GRAVEL ROAD
 JC1532'AND 29 FEET SOUTH OF FENCE LINE.  THE MARK IS 18 INCHES BELOW
 JC1532'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MC DANIEL 1879.
 JC1532'
 JC1532'REFERENCE MARK NO. 1 IS 70.32 FEET SOUTHEAST OF STATION,
 JC1532'29 FEET NORTH OF CENTER LINE OF ROAD AND 4.3 FEET NORTH OF
 JC1532'FENCE LINE.  THE MARK PROJECTS APPROX. 6 INCHES AND THE DISK
 JC1532'IS STAMPED MC DANIEL NO 1 1879.
 JC1532'
 JC1532'REFERENCE MARK NO. 2 IS 82.10 FEET SOUTHWEST OF STATION, 32.5
 JC1532'FEET WEST OF CORNER POST AND 18.5 FEET NORTH OF CENTER LINE OF
 JC1532'ROAD, THE MARK PROJECTS APPROX. 5 INCHES AND THE DISK IS
 JC1532'STAMPED MC DANIEL NO 2 1879.
 JC1532'
 JC1532'AZIMUTH MARK IS APPROX. 0.3 MILE NORTH-NORTHEAST OF STATION,
 JC1532'19 FEET SOUTH OF THE APPROX. CENTER LINE OF ROAD, 3.6 FEET
 JC1532'WEST OF WHITE WITNESS POST AND 1.8 FEET SOUTH OF FENCE LINE.
 JC1532'THE MARK PROJECTS APPROX. 6 INCHES AND THE DISK IS STAMPED
 JC1532'MC DANIEL 1947.
 JC1532'
 JC1532'TO REACH THE STATION FROM THE LINN COURTHOUSE, GO WEST ON U.S.
 JC1532'HIGHWAY 50 ABOUT 125 YARDS TO A T-ROAD SOUTH, TURN SOUTH AND
 JC1532'FOLLOW MAIN GRAVELED ROAD SOUTHWESTERLY FOR 1.45 MILE TO AZIMUTH
 JC1532'MARK ON LEFT SIDE OF ROAD, CONTINUE ALONG GRAVEL ROAD FOR 0.55
 JC1532'MILE TO FORKS, KEEP THE LEFT FORK AND GO 0.2 MILE TO TOP OF
 JC1532'RIDGE AND STATION ON LEFT SIDE OF ROAD.
 JC1532'
 JC1532'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH ARE DESCRIBED.
 JC1532'
 JC1532'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JC1532
 JC1532                          STATION RECOVERY (2005)
 JC1532
 JC1532'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (BDC)
 JC1532'LANDOWNER STATES THAT MONUMENT WAS DAMAGED BY ROAD CONSTRUCTION. THE
 JC1532'UPPER PART OF MONUMENT WAS FOUND IN THE GROUND BUT TIES TO THE RM DID
 JC1532'NOT AGREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0553 ***********************************************************************
 GG0553  DESIGNATION -  MCDONALD RESET
 GG0553  PID         -  GG0553
 GG0553  STATE/COUNTY-  MO/MCDONALD
 GG0553  USGS QUAD   -  JANE (1982)
 GG0553
 GG0553                         *CURRENT SURVEY CONTROL
 GG0553  ___________________________________________________________________
 GG0553* NAD 83(1997)-  36 35 51.37028(N)    094 19 13.19891(W)     ADJUSTED  
 GG0553* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 GG0553  ___________________________________________________________________
 GG0553  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 GG0553  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GG0553
 GG0553  HORZ ORDER  -  FIRST
 GG0553
 GG0553.The horizontal coordinates were established by classical geodetic methods
 GG0553.and adjusted by the National Geodetic Survey in February 2000..
 GG0553
 GG0553.The orthometric height was scaled from a topographic map.
 GG0553
 GG0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0553
 GG0553.The geoid height was determined by GEOID03.
 GG0553
 GG0553;                    North         East     Units Scale Factor Converg.
 GG0553;SPC MO W     -    47,831.523   866,075.398   MT  0.99994436   +0 06 25.6
 GG0553;SPC AR N     -   253,665.962   192,380.061   MT  1.00009234   -1 21 00.7
 GG0553;SPC AR N     -   832,235.74    631,166.92   sFT  1.00009234   -1 21 00.7
 GG0553;UTM  15      - 4,051,045.997   381,902.749   MT  0.99977183   -0 47 14.1
 GG0553
 GG0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0553!SPC MO W     -   0.99994529  x   0.99994436  =   0.99988965
 GG0553!SPC AR N     -   0.99994529  x   1.00009234  =   1.00003763
 GG0553!UTM  15      -   0.99994529  x   0.99977183  =   0.99971713
 GG0553
 GG0553|---------------------------------------------------------------------|
 GG0553| PID    Reference Object                     Distance      Geod. Az  |
 GG0553|                                                           dddmmss.s |
 GG0553| CI2483 MCDONALD RM 4                        92.019 METERS 07737     |
 GG0553| CI2481 MCDONALD RM 1                        37.170 METERS 09542     |
 GG0553| CI2482 MCDONALD RM 2                        32.144 METERS 18625     |
 GG0553| CI2480 MCDONALD AZ MK                                     2123259.7 |
 GG0553| GG0554 MCDONALD RM 3                        23.398 METERS 23446     |
 GG0553| GG0556 MOUNT SHIRAS OBSERVATION TOWER      APPROX.13.1 KM 2632308.6 |
 GG0553| GG0557 LEIBE                               APPROX.13.7 KM 2762158.3 |
 GG0553|---------------------------------------------------------------------|
 GG0553
 GG0553                          SUPERSEDED SURVEY CONTROL
 GG0553
 GG0553  NAD 83(1997)-  36 35 51.37034(N)    094 19 13.19891(W) AD(       ) 1
 GG0553  NAD 83(1997)-  36 35 51.37295(N)    094 19 13.20057(W) AD(       ) 1
 GG0553  NAD 83(1997)-  36 35 51.38320(N)    094 19 13.20240(W) AD(       ) 1
 GG0553  NAD 83(1986)-  36 35 51.38471(N)    094 19 13.20095(W) AD(       ) 1
 GG0553  NAD 27      -  36 35 51.11700(N)    094 19 12.43700(W) AD(       ) 1
 GG0553
 GG0553.Superseded values are not recommended for survey control.
 GG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0553.See file dsdata.txt to determine how the superseded data were derived.
 GG0553
 GG0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8190351046(NAD 83)
 GG0553_MARKER: DS = TRIANGULATION STATION DISK
 GG0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0553_STAMPING: MC DONALD 1935 1961
 GG0553_PROJECTION: FLUSH
 GG0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0553+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GG0553
 GG0553  HISTORY     - Date     Condition        Report By
 GG0553  HISTORY     - 1961     MONUMENTED       CGS
 GG0553  HISTORY     - 1989     GOOD             USPSQD
 GG0553  HISTORY     - 20060309 GOOD             AIRDAT
 GG0553
 GG0553                          STATION DESCRIPTION
 GG0553
 GG0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0553'R.M. 3 WAS OCCUPIED BECAUSE STATION WAS TOO NEAR A HOUSE TO
 GG0553'BUILD TOWER OVER IT.
 GG0553'
 GG0553'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE
 GG0553'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE STATION
 GG0553'MARK WAS LOWERED AT THE REQUEST OF THE PROPERTY OWNER.  THE
 GG0553'AZIMUTH MARK IS NO LONGER VISIBLE BECAUSE OF TREES ON LINE.
 GG0553'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.03 FOOT
 GG0553'LONGER THAN PREVIOUSLY MEASURED.  THE DISTANCE TO REFERENCE MARK
 GG0553'2 WAS FOUND TO BE 0.04 FOOT LONGER THAN PREVIOUSLY MEASURED.
 GG0553'THE DIRECTION BETWEEN REFERENCE MARK 1 AND 2 CHECKED.
 GG0553'
 GG0553'DUE TO SEVERAL CHANGES IN THE PREVIOUS DESCRIPTION, A NEW
 GG0553'DESCRIPTION AND TO REACH FOLLOWS.
 GG0553'
 GG0553'ABOUT 3-1/2 MILES EAST OF PINEVILLE, ABOUT 8 MILES SOUTHEAST
 GG0553'OF ANDERSON, ABOUT 7 MILES NORTH OF THE MISSOURI-ARKANSAS STATE
 GG0553'LINE, IN THE SOUTHEAST 1/4 OF SEC. 30, T. 22 N., R. 31 W., AND
 GG0553'ON THE PROPERTY OF MR. H.M. COBERLEY.  IT IS 51 FEET NORTH
 GG0553'OF THE CENTERLINE OF COUNTY ROAD K, 31 FEET SOUTHWEST OF THE
 GG0553'SOUTHWEST CORNER OF A FRAME HOUSE, AND 13 FEET EAST OF A
 GG0553'10 INCH LOCUST TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GG0553'STAMPED MC DONALD 1935 1961.
 GG0553'
 GG0553'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 71 AND COUNTY
 GG0553'ROAD K ABOUT 1 MILE SOUTHEAST OF PINEVILLE, GO EASTERLY
 GG0553'ON COUNTY ROAD K FOR 3.8 MILE TO A DIM SIDE ROAD RIGHT AND
 GG0553'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY ON COUNTY
 GG0553'ROAD K FOR 0.25 MILE TO A FRAME HOUSE ON THE LEFT AND THE
 GG0553'STATION.
 GG0553'
 GG0553'REFERENCE MARK 1 IS 106 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GG0553'THE HOUSE, 24 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD K AND 2
 GG0553'FEET NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 GG0553'THE DISK IS STAMPED MC DONALD NO 1 1935.
 GG0553'
 GG0553'REFERENCE MARK 2 IS 24 FEET SOUTH OF THE CENTERLINE OF COUNTY
 GG0553'ROAD K, 11 FEET NORTH OF A POWER POLE WITH A TRANSFORMER,
 GG0553'5 FEET NORTH OF A WIRE FENCE AND 4 FEET NORTH OF A WITNESS
 GG0553'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 GG0553'MC DONALD NO 2 1935.
 GG0553'
 GG0553'REFERENCE MARK 3 IS 103 FEET WEST OF THE SOUTHWEST CORNER
 GG0553'OF THE FRAME HOUSE, 55 FEET NORTH OF THE CENTERLINE OF COUNTY
 GG0553'ROAD K AND 23 FEET NORTH OF AN 18 INCH OAK TREE.  THE MONUMENT
 GG0553'PROJECTS 4 INCHES AND THE DISK IS STAMPED MC DONALD 1935 NO 3
 GG0553'1961.
 GG0553'
 GG0553'REFERENCE MARK 4 IS 25 FEET SOUTH OF THE CENTERLINE OF COUNTY
 GG0553'ROAD K, 13 FEET EAST OF A 16 INCH HICKORY TREE, 6 FEET NORTHWEST
 GG0553'OF A 24 INCH OAK TREE, 3 FEET WEST OF A WITNESS POST AND
 GG0553'1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES
 GG0553'AND THE DISK IS STAMPED MC DONALD NO 4 1935 1961.
 GG0553'
 GG0553'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTERLINE OF COUNTY
 GG0553'ROAD K AND 18 FEET EAST OF THE CENTERLINE OF A DIM TRACK
 GG0553'ROAD.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 GG0553'MC DONALD 1935 AZIMUTH.
 GG0553'
 GG0553'NO PICUTRE POINT.
 GG0553'
 GG0553'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0553
 GG0553                          STATION RECOVERY (1989)
 GG0553
 GG0553'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN)
 GG0553'RECOVERED IN GOOD CONDITION.
 GG0553
 GG0553                          STATION RECOVERY (2006)
 GG0553
 GG0553'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 GG0553'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0581 ***********************************************************************
 GG0581  DESIGNATION -  MCELHANY
 GG0581  PID         -  GG0581
 GG0581  STATE/COUNTY-  MO/NEWTON
 GG0581  USGS QUAD   -  NEOSHO WEST (1972)
 GG0581
 GG0581                         *CURRENT SURVEY CONTROL
 GG0581  ___________________________________________________________________
 GG0581* NAD 83(1997)-  36 47 25.00512(N)    094 27 17.18491(W)     ADJUSTED  
 GG0581* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 GG0581  ___________________________________________________________________
 GG0581  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 GG0581  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GG0581
 GG0581  HORZ ORDER  -  SECOND
 GG0581
 GG0581.The horizontal coordinates were established by classical geodetic methods
 GG0581.and adjusted by the National Geodetic Survey in February 2000..
 GG0581
 GG0581.The orthometric height was scaled from a topographic map.
 GG0581
 GG0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0581
 GG0581.The geoid height was determined by GEOID03.
 GG0581
 GG0581;                    North         East     Units Scale Factor Converg.
 GG0581;SPC MO W     -    69,197.855   854,036.471   MT  0.99994138   +0 01 37.5
 GG0581;UTM  15      - 4,072,594.760   370,201.359   MT  0.99980756   -0 52 16.9
 GG0581
 GG0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0581!SPC MO W     -   0.99994692  x   0.99994138  =   0.99988831
 GG0581!UTM  15      -   0.99994692  x   0.99980756  =   0.99975449
 GG0581
 GG0581:                Primary Azimuth Mark                     Grid Az
 GG0581:SPC MO W     -  FORT CROWDER NE WATER TANK               076 35 19.0
 GG0581:UTM  15      -  FORT CROWDER NE WATER TANK               077 29 13.4
 GG0581
 GG0581|---------------------------------------------------------------------|
 GG0581| PID    Reference Object                     Distance      Geod. Az  |
 GG0581|                                                           dddmmss.s |
 GG0581| GG0569 FORT CROWDER NE WATER TANK          APPROX. 9.7 KM 0763656.5 |
 GG0581| GG0575 FORT CROWDER SW WATER TANK          APPROX. 8.8 KM 0784731.4 |
 GG0581| CI2485 MCELHANY RM 1                         3.882 METERS 13226     |
 GG0581| CI2484 MCELHANY AZ MK                      APPROX. 0.7 KM 1463320.2 |
 GG0581| GG0579 1208                                 23.077 METERS 19812     |
 GG0581|---------------------------------------------------------------------|
 GG0581
 GG0581                          SUPERSEDED SURVEY CONTROL
 GG0581
 GG0581  NAD 83(1997)-  36 47 25.00527(N)    094 27 17.18484(W) AD(       ) 2
 GG0581  NAD 83(1997)-  36 47 25.00592(N)    094 27 17.18486(W) AD(       ) 2
 GG0581  NAD 83(1997)-  36 47 25.01605(N)    094 27 17.18719(W) AD(       ) 2
 GG0581  NAD 83(1986)-  36 47 25.02080(N)    094 27 17.18496(W) AD(       ) 2
 GG0581  NAD 27      -  36 47 24.77430(N)    094 27 16.39890(W) AD(       ) 2
 GG0581
 GG0581.Superseded values are not recommended for survey control.
 GG0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0581.See file dsdata.txt to determine how the superseded data were derived.
 GG0581
 GG0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7020172595(NAD 83)
 GG0581_MARKER: DS = TRIANGULATION STATION DISK
 GG0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0581_STAMPING: MCELHANY 1961
 GG0581_MARK LOGO: CGS   
 GG0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0581+STABILITY: SURFACE MOTION
 GG0581
 GG0581  HISTORY     - Date     Condition        Report By
 GG0581  HISTORY     - 1961     MONUMENTED       CGS
 GG0581  HISTORY     - 19840321 GOOD             NGS
 GG0581  HISTORY     - 1990     GOOD             USPSQD
 GG0581
 GG0581                          STATION DESCRIPTION
 GG0581
 GG0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0581'ABOUT 4 MILES NORTHWEST OF GOODMAN, ABOUT 8 MILES SOUTHWEST
 GG0581'OF NEOSHO, ON THE SOUTH SIDE OF THE SOUTHEAST 1/4 OF SEC. 23,
 GG0581'T. 24 N., R. 33 W., AND ON THE ROAD RIGHT-OF-WAY.  IT IS 5
 GG0581'FEET NORTHWEST OF A WITNESS POST, 32 FEET EAST OF THE CENTERLINE
 GG0581'OF A GRAVELED ROAD, 33 FEET SOUTH OF A WIRE FENCE, 54 FEET
 GG0581'NORTH OF THE CENTERLINE OF COUNTY ROAD AA AND 62 FEET NORTHEAST
 GG0581'OF A T-ROAD INTERSECTION.  THE MONUMENT PROJECTS 1 INCH AND THE
 GG0581'DISK IS STAMPED MC ELHANY 1961.
 GG0581'
 GG0581'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 71 ABOUT
 GG0581'2 MILES SOUTHWEST OF NEOSHO, GO SOUTH ON U.S. HIGHWAY 71 FOR
 GG0581'3.75 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A PAVED
 GG0581'ROAD (COUNTY ROAD AA) FOR 3.1 MILES TO A SIDE ROAD RIGHT
 GG0581'AND THE STATION ON THE RIGHT.
 GG0581'
 GG0581'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 GG0581'COUNTY ROAD AA FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 GG0581'GO SOUTH ON A GRAVELED ROAD FOR 0.3 MILE TO MR. MARVIN
 GG0581'RICHARDSONS DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK JUST
 GG0581'NORTH OF THE DRIVEWAY ON MR. RICHARDSONS PROPERTY.
 GG0581'
 GG0581'REFERENCE MARK 1 IS 2 FEET NORTH OF A WIRE FENCE, 7 FEET
 GG0581'SOUTH OF A POWER POLE AND 29 FEET SOUTH OF THE CENTERLINE
 GG0581'OF COUNTY ROAD AA.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GG0581'IS STAMPED MC ELHANY NO 1 1961.
 GG0581'
 GG0581'MARK (MO. GEOLOGICAL SURVEY) IS A STANDARD U.S. GEOLOGICAL
 GG0581'SURVEY CAP DISK RIVETED TO A 4 INCH IRON PIPE PROJECTING
 GG0581'18 INCHES AND IS STAMPED MO. ELEV. 1208.  IT IS 1 FOOT
 GG0581'NORTHEAST OF A POWER POLE, 11 FEET NORTH OF A FENCE CORNER
 GG0581'AND 20 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD AA.
 GG0581'
 GG0581'THE AZIMUTH MARK IS 17 FEET SOUTH OF A 15 INCH HICKORY TREE,
 GG0581'23 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 31 FEET WEST
 GG0581'OF THE CENTERLINE OF A GRAVELED ROAD AND 163 FEET NORTHEAST OF
 GG0581'THE SOUTHEAST CORNER OF MR. RICHARDSONS HOUSE.  THE MONUMENT
 GG0581'IS FLUSH AND THE DISK IS STAMPED MC ELHANY 1961.
 GG0581'
 GG0581'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GG0581
 GG0581                          STATION RECOVERY (1984)
 GG0581
 GG0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GG0581'THE SURFACE STATION MARK, RM 1, BM 1208 USGS AND THE AZ MK WERE
 GG0581'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE RM
 GG0581'AND THE BM AGREED WITH 1961 DATA.  AN ELECTRIC TRAVERSE WAS MADE TO
 GG0581'THE AZ MK.  THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SSW OF NEOSHO,
 GG0581'4 MI (6.4 KM) NW OF GORDON, IN THE SE1/4, SEC 23, T24N, R33W AND ON
 GG0581'THE N RIGHT-OF-WAY OF STATE ROAD AA, AT ITS JUNCTION WITH A GRAVELED
 GG0581'ROAD LEADING N.  TO REACH THE STATION FROM THE JUNCTION OF U.S HWY 60
 GG0581'AN 71, ABOUT 2 MI (3.2 KM) S OF NEOSHO, GO S ON HWY 71 FOR 3.75 MI
 GG0581'(6.03 KM) TO STATE ROAD AA ON THE RIGHT.  TURN RIGHT AND GO W ON ROAD
 GG0581'AA FOR 3.1 MI (5.0 KM) TO A SIDE ROAD RIGHT AD THE STATION IN THE NE
 GG0581'ANGLE OF THE INTERSECTION.
 GG0581' 
 GG0581'THE STATION IS A STANDARD CGS DISK STAMPED---MCELHANY 1961---, SET
 GG0581'INTO THE TOP OF A SQUARE CONCRETE MOUMENT, 12 INCHES (30 CM) IN
 GG0581'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 54.0 FT (16.5 M) N
 GG0581'FROM THE CENTERLINE OF ROAD AA, 33.0 FT (10.1 M) E FROM THE CENTERLINE
 GG0581'OF THE GRAVELED ROAD, 5.1 FT (1.6 M) NW FROM A WITNESS POST, 1.0 FT
 GG0581'(0.3 M) SW FROM A DIAGONAL RIGHT-OF-WAY FENCE.  RM NO 01, IS A
 GG0581'STANDARD CGS DISK STAMPED---MCELHANEY NO 1 1961---, SET INTO THE TOP
 GG0581'OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 GG0581'PROJECTING 02 INCHES (5 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 GG0581'119.6 FT (36.5 M) E FROM A POWERLINE POLE, 29.0 FT (8.8 M) S FROM THE
 GG0581'CENTERLINE OF ROAD AA, 7.0 FT (2.1 M) S FROM A POWERLINE POLE, 2.0 FT
 GG0581'(0.6 M) N FROM AN E-W FENCE AND 2 FT (0.6 M) HIGHER THAN THE STATION.
 GG0581'RM NO 02, IS A STANDARD USGS DISK STAMPED---1208 MO---, SET INTO THE
 GG0581'TOP OF A METAL PIPE, 3 INCHES (8 CM) IN DIAMETER, PROJECTING 16 INCHES
 GG0581'(14 CM) ABOVE THE GROUND.  THE STATION IS LOCATED, 20.0 FT (6.1 M) S
 GG0581'FROM THE CENTERLINE OF ROAD AA, 8.5 FT (2.6 M) NNE FROM A TELEPHONE
 GG0581'CABLE JUNCTION POLE, 1.0 FT (0.3 M) ENE FROM A POWERLINE POLE, AND 2
 GG0581'FT (0.6 M) HIGHER THAN THE STATION. AZ MK NO 01, IS A STANDARD CGS
 GG0581'DISK STAMPED---MCELHANY 1961---, SET INTO THE TOP OF A SQUARE CONCRETE
 GG0581'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 02 INCHES (5 CM)
 GG0581'ABOVE THE GROUND.  THE STATION IS LOCATED 163.0 FT (49.7 M) NE FROM
 GG0581'THE SE CORNER OF A HOUSE, 31.5 FT (9.6 M) W FROM THE CENTERLINE OF A
 GG0581'GRAVELED ROAD, 25.0 FT (7.6 M) N FROM THE CENTERLINE OF A DRIVEWAY,
 GG0581'17.0 FT (5.2 M) S FROM A 20-INCH DIAMETER HICKORY TREE.  TO REACH THE
 GG0581'AZ MK FROM THE STATION, GO E ON ROAD A FOR 0.25 MI (0.40 KM) TO A SIDE
 GG0581'ROAD RIGHT. TURN RIGHT AND GO S ON THE ROAD FOR 0.3 MI (0.5 KM) TO A
 GG0581'DRIVEWAY AND THE MARK ON THE RIGHT.  AZ MK NO 01, IS A STANDARD CGS
 GG0581'DISK STAMPED---MCELHANY 1961---, SET INTO THE TOP OF A SQUARE CONCRETE
 GG0581'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 02 INCHES (5 CM)
 GG0581'ABOVE THE GROUND.  THE STATION IS LOCATED 103.8 FT (31.6 M) NE FROM
 GG0581'THE SE CORNER OF A HOUSE, 31.5 FT (9.6 M) W FROM THE CENTERLINE OF A
 GG0581'GRAVELED ROAD, 25.0 FT (7.6 M) N FROM THE CENTERLINE OF A DRIVEWAY,
 GG0581'17.0 FT (5.2 M) S FROM A 20-IN DIAMETER HICKORY TEE.  TO REACH THE AZ
 GG0581'MK FROM THE STATION, GO E ON ROAD AA FOR 0.25 MI (0.40 KM) TO A SIDE
 GG0581'ROAD RIGHT.  TURN RIGHT AND GO S ON THE ROAD FOR 0.3 MI (0.5 KM) TO A
 GG0581'DRIVEWAY AND THE MARK ON THE RIGHT.
 GG0581
 GG0581                          STATION RECOVERY (1990)
 GG0581
 GG0581'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 GG0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CI2484 ***********************************************************************
 CI2484  DESIGNATION -  MCELHANY AZ MK
 CI2484  PID         -  CI2484
 CI2484  STATE/COUNTY-  MO/NEWTON
 CI2484  USGS QUAD   -  NEOSHO WEST (1972)
 CI2484
 CI2484                         *CURRENT SURVEY CONTROL
 CI2484  ___________________________________________________________________
 CI2484* NAD 83(1997)-  36 47 07.10913(N)    094 27 02.48979(W)     ADJUSTED  
 CI2484* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 CI2484  ___________________________________________________________________
 CI2484  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 CI2484  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CI2484
 CI2484  HORZ ORDER  -  THIRD
 CI2484
 CI2484.The horizontal coordinates were established by classical geodetic methods
 CI2484.and adjusted by the National Geodetic Survey in January 2004..
 CI2484
 CI2484.The orthometric height was scaled from a topographic map.
 CI2484
 CI2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI2484
 CI2484.The geoid height was determined by GEOID03.
 CI2484
 CI2484;                    North         East     Units Scale Factor Converg.
 CI2484;SPC MO W     -    68,646.406   854,401.073   MT  0.99994142   +0 01 46.3
 CI2484;UTM  15      - 4,072,037.737   370,557.222   MT  0.99980642   -0 52 07.8
 CI2484
 CI2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI2484!SPC MO W     -   0.99994706  x   0.99994142  =   0.99988848
 CI2484!UTM  15      -   0.99994706  x   0.99980642  =   0.99975349
 CI2484
 CI2484                          SUPERSEDED SURVEY CONTROL
 CI2484
 CI2484.No superseded survey control is available for this station.
 CI2484
 CI2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7055772038(NAD 83)
 CI2484_MARKER: DZ = AZIMUTH MARK DISK
 CI2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI2484_STAMPING: MCELHANY 1961
 CI2484_MARK LOGO: CGS   
 CI2484_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI2484+STABILITY: SURFACE MOTION
 CI2484
 CI2484  HISTORY     - Date     Condition        Report By
 CI2484  HISTORY     - 1961     MONUMENTED       CGS
 CI2484  HISTORY     - 19840321 GOOD             NGS
 CI2484
 CI2484                          STATION DESCRIPTION
 CI2484
 CI2484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CI2484'THE STATION IS ABOUT 7 MI (11.3 KM) SSW OF NEOSHO, 4 MI (6.4 KM) NW OF
 CI2484'GORDON AND ON PROPERTY OWNED BY MELVIN RICHARDS, RTE 3, BOX 156,
 CI2484'NEOSHO MO.  TO REACH THE STATION FROM THE JUNCTION OF U.S HWYS 60 AND
 CI2484'71, AT NEOSHO, GO S ON HWY 71 FOR 3.57 MI (5.75 KM) TO STATE ROAD AA.
 CI2484'TURN RIGHT AND GO W ON ROAD AA FOR 2.85 MI (4.59 KM) TO A GRAVELED
 CI2484'ROAD ON THE LEFT.  TURN LEFT AND GO S ON THE ROAD FOR 0.3 MI (0.5 KM)
 CI2484'TO THE MARK ON THE RIGHT, AT MR RICHARDS HOUSE.  THE STATION IS A
 CI2484'STANDARD CGS DISK, STAMPED---MCELHANEY 1961---, SET INTO THE TOP OF A
 CI2484'12-INCH SQUARE CONCRETE THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT
 CI2484'IS 163.8 FT (49.9 M) NE FROM THE CENTERLINE OF THE ROAD, 25.0 FT (7.6
 CI2484'M) N FROM THE CENTERLINE OF THE DRIVEWAY, 17.0 FT (5.2 M) S FROM A
 CI2484'20-NCH DIAMETER HICKORY TREE.  THE STATION WAS POSITIONED BY
 CI2484'ELECTRONIC TRAVERSE FROM STATION MCELHANEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1254 ***********************************************************************
 LF1254  DESIGNATION -  MCFALL
 LF1254  PID         -  LF1254
 LF1254  STATE/COUNTY-  MO/GENTRY
 LF1254  USGS QUAD   -  PATTONSBURG (1984)
 LF1254
 LF1254                         *CURRENT SURVEY CONTROL
 LF1254  ___________________________________________________________________
 LF1254* NAD 83(1997)-  40 06 35.63411(N)    094 13 14.79728(W)     ADJUSTED  
 LF1254* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 LF1254  ___________________________________________________________________
 LF1254  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 LF1254  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LF1254
 LF1254  HORZ ORDER  -  FIRST
 LF1254
 LF1254.The horizontal coordinates were established by classical geodetic methods
 LF1254.and adjusted by the National Geodetic Survey in February 2000..
 LF1254
 LF1254.The orthometric height was scaled from a topographic map.
 LF1254
 LF1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1254
 LF1254.The geoid height was determined by GEOID03.
 LF1254
 LF1254;                    North         East     Units Scale Factor Converg.
 LF1254;SPC MO W     -   437,707.198   873,804.274   MT  0.99994815   +0 10 47.6
 LF1254;UTM  15      - 4,440,669.105   395,960.732   MT  0.99973325   -0 47 11.6
 LF1254
 LF1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1254!SPC MO W     -   0.99995814  x   0.99994815  =   0.99990629
 LF1254!UTM  15      -   0.99995814  x   0.99973325  =   0.99969140
 LF1254
 LF1254:                Primary Azimuth Mark                     Grid Az
 LF1254:SPC MO W     -  MCFALL AZ MK                             098 34 59.4
 LF1254:UTM  15      -  MCFALL AZ MK                             099 32 58.6
 LF1254
 LF1254|---------------------------------------------------------------------|
 LF1254| PID    Reference Object                     Distance      Geod. Az  |
 LF1254|                                                           dddmmss.s |
 LF1254| CL7454 MCFALL AZ MK                                       0984547.0 |
 LF1254| CL7455 MCFALL RM 1                          24.271 METERS 18358     |
 LF1254| CL7456 MCFALL RM 2                          27.290 METERS 30032     |
 LF1254|---------------------------------------------------------------------|
 LF1254
 LF1254                          SUPERSEDED SURVEY CONTROL
 LF1254
 LF1254  NAD 83(1997)-  40 06 35.63412(N)    094 13 14.79850(W) AD(       ) 1
 LF1254  NAD 83(1997)-  40 06 35.63501(N)    094 13 14.79975(W) AD(       ) 1
 LF1254  NAD 83(1986)-  40 06 35.63558(N)    094 13 14.79626(W) AD(       ) 1
 LF1254  NAD 27      -  40 06 35.64010(N)    094 13 13.95860(W) AD(       ) 1
 LF1254
 LF1254.Superseded values are not recommended for survey control.
 LF1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1254.See file dsdata.txt to determine how the superseded data were derived.
 LF1254
 LF1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE9596140669(NAD 83)
 LF1254_MARKER: DS = TRIANGULATION STATION DISK
 LF1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1254+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2000
 LF1254
 LF1254  HISTORY     - Date     Condition        Report By
 LF1254  HISTORY     - 1948     MONUMENTED       CGS
 LF1254  HISTORY     - 1965     GOOD             CGS
 LF1254  HISTORY     - 19990630 GOOD             MOHC
 LF1254  HISTORY     - 20000515 GOOD             LOCENG
 LF1254
 LF1254                          STATION DESCRIPTION
 LF1254
 LF1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 LF1254'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE PARK IN THE
 LF1254'TOWN OF MC FALL.  IT IS ABOUT 0.1 MILE EAST OF THE RAILROAD DEPOT,
 LF1254'91 FEET EAST OF THE SOUTHEAST CORNER OF A CHURCH, 44 FEET EAST OF
 LF1254'THE CENTER OF A GRADED STREET, 21.5 FEET NORTH-NORTHEAST OF THE
 LF1254'CORNER OF A SIDEWALK, 24.5 FEET SOUTH OF AN ASH TREE, AND 22 FEET
 LF1254'WEST-SOUTHWEST OF A WELL PUMP.  IT IS SET FLUSH WITH THE GROUND
 LF1254'AND IS STAMPED MC FALL 1948.
 LF1254'
 LF1254'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 35 FEET SOUTH OF
 LF1254'THE CENTER OF A GRADED STREET, AND 1.0 FOOT NORTH OF THE NORTH
 LF1254'EDGE OF A SIDEWALK.  IT IS SET FLUSH WITH THE GROUND AND IS
 LF1254'STAMPED MC FALL NO 1 1948.
 LF1254'
 LF1254'REFERENCE MARK NO. 2 IS 33 FEET WEST OF THE CENTER OF A GRADED
 LF1254'STREET, 16 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A CHURCH,
 LF1254'AND 1.0 FOOT EAST OF THE EAST EDGE OF A SIDEWALK.  IT IS SET
 LF1254'FLUSH WITH THE GROUND AND IS STAMPED MC FALL NO 2 1948.
 LF1254'
 LF1254'AZIMUTH MARK IS AT THE WEST EDGE OF THE TOWN, 31 FEET EAST OF THE
 LF1254'CENTER OF A GRAVELED STREET, 2.0 FEET NORTH OF A WITNESS POST,
 LF1254'AND 1.0 FOOT WEST OF A WIRE FENCE.  IT PORJECTS 7 INCHES AND IS
 LF1254'STAMPED MC FALL 1948.
 LF1254'
 LF1254'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON AN
 LF1254'UNIMPROVED STREET FOR 0.2 MILE TO A T INTERSECTION AND THE MARK
 LF1254'80 FEET TO THE SOUTH.
 LF1254'
 LF1254'AN 87 FOOT SIGNAL AT CHAPMAN IS VISIBLE AT 64 FEET.
 LF1254'
 LF1254'AN 87 FOOT SIGNAL AT PATTON IS VISIBLE AT 64 FEET.
 LF1254'
 LF1254'A 74 FOOT SIGNAL AT BEND IS VISIBLE AT 64 FEET.
 LF1254'
 LF1254'AN 87 FOOT SIGNAL AT PHELPS IS VISIBLE AT 37 FEET.
 LF1254'
 LF1254'AN 87 FOOT SIGNAL AT BIERLANZ IS VISIBLE AT 37 FEET.
 LF1254'
 LF1254'A 4 FOOT SIGNAL AT BERLIN IS VISIBLE AT 37 FEET.
 LF1254'
 LF1254'A 37 FOOT SINGAL AT MC KENNY IS VISIBLE AT 37 FEET.
 LF1254'
 LF1254'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LF1254
 LF1254                          STATION RECOVERY (1965)
 LF1254
 LF1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RLE)
 LF1254'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LF1254'CONDITION.  THIS STATION IS NEAR THE SOUTHWEST CORNER OF THE PARK
 LF1254'IN MCFALL AND IS EASILY RECOVERED.
 LF1254'
 LF1254'AT ONE POINT IN THE ORIGINAL DESCRIPTION IT STATES THAT THE AZIMUTH
 LF1254'MARK IS AT THE WEST EDGE OF TOWN BUT THIS MARK IS AT THE EAST EDGE.
 LF1254'
 LF1254'DESCRIPTION ADEQUATE FOR RECOVERY.
 LF1254
 LF1254                          STATION RECOVERY (1999)
 LF1254
 LF1254'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 LF1254'RECOVERED IN GOOD CONDITION.
 LF1254
 LF1254                          STATION RECOVERY (2000)
 LF1254
 LF1254'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 LF1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CN7408 ***********************************************************************
 CN7408  DESIGNATION -  MCGIRK AZ MK
 CN7408  PID         -  CN7408
 CN7408  STATE/COUNTY-  MO/MONITEAU
 CN7408  USGS QUAD   -  RUSSELLVILLE (1969)
 CN7408
 CN7408                         *CURRENT SURVEY CONTROL
 CN7408  ___________________________________________________________________
 CN7408* NAD 83(1997)-  38 36 52.20481(N)    092 27 44.47886(W)     ADJUSTED  
 CN7408* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 CN7408  ___________________________________________________________________
 CN7408  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 CN7408  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 CN7408
 CN7408  HORZ ORDER  -  THIRD
 CN7408
 CN7408.The horizontal coordinates were established by classical geodetic methods
 CN7408.and adjusted by the National Geodetic Survey in January 2004..
 CN7408
 CN7408.The orthometric height was scaled from a topographic map.
 CN7408
 CN7408.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN7408
 CN7408.The geoid height was determined by GEOID03.
 CN7408
 CN7408;                    North         East     Units Scale Factor Converg.
 CN7408;SPC MO C     -   308,639.416   503,278.433   MT  0.99993347   +0 01 24.6
 CN7408;UTM  15      - 4,274,135.855   546,807.322   MT  0.99962698   +0 20 07.9
 CN7408
 CN7408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN7408!SPC MO C     -   0.99996231  x   0.99993347  =   0.99989578
 CN7408!UTM  15      -   0.99996231  x   0.99962698  =   0.99958930
 CN7408
 CN7408                          SUPERSEDED SURVEY CONTROL
 CN7408
 CN7408.No superseded survey control is available for this station.
 CN7408
 CN7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC4680774136(NAD 83)
 CN7408_MARKER: DZ = AZIMUTH MARK DISK
 CN7408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN7408_STAMPING: MCGIRK 1949
 CN7408_MARK LOGO: CGS   
 CN7408_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN7408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN7408+STABILITY: SURFACE MOTION
 CN7408
 CN7408  HISTORY     - Date     Condition        Report By
 CN7408  HISTORY     - 1949     MONUMENTED       CGS
 CN7408  HISTORY     - 19841025 GOOD             NGS
 CN7408
 CN7408                          STATION DESCRIPTION
 CN7408
 CN7408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CN7408'THE STATION, WHICH WAS ESTABLISHED IN 1949 AND POSITIONED BY
 CN7408'ELECTRONIC TRAVERSE FROM STATION--MCGIRK--IN 1984, IS LOCATED ABOUT
 CN7408'3/4 MI E OF MCGIRK, BETWEEN U.S HWY 50 AND A RAILROAD TRACK AND ON THE
 CN7408'N RIGHT-OF-WAY OF THE HWY.  TO REACH THE STATION FROM THE JUNCTION OF
 CN7408'STATE ROAD PP AND U.S HWY 50, AT THE E EDGE OF MCGIRK, GO E ON U.S HWY
 CN7408'50 FOR 0.5 MI (0.8 KM) TO THE MARK ON THE LEFT.  THE STATION MARK IS
 CN7408'STANDARD CGS AZ MK DISK, STAMPED---MCGIRK 1949---, SET INTO THE TOP OF
 CN7408'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 CN7408'GROUND.  IT IS 41.0 FT (12.5 M) S FROM THE S RAIL OF THE RAILROAD
 CN7408'TRACK, 32.0 FT (9.8 M) N FROM THE CENTERLINE OF THE HWY, 14.0 FT (4.3
 CN7408'M) S FROM THE TELEPHONE LINE POLE AND 1.0 FT (0.3 M) W FROM THE
 CN7408'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2494 ***********************************************************************
 JD2494  DESIGNATION -  MCGIRK RESET
 JD2494  PID         -  JD2494
 JD2494  STATE/COUNTY-  MO/MONITEAU
 JD2494  USGS QUAD   -  RUSSELLVILLE (1969)
 JD2494
 JD2494                         *CURRENT SURVEY CONTROL
 JD2494  ___________________________________________________________________
 JD2494* NAD 83(1997)-  38 36 52.32977(N)    092 27 25.84419(W)     ADJUSTED  
 JD2494* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 JD2494  ___________________________________________________________________
 JD2494  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 JD2494  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JD2494
 JD2494  HORZ ORDER  -  THIRD
 JD2494
 JD2494.The horizontal coordinates were established by classical geodetic methods
 JD2494.and adjusted by the National Geodetic Survey in February 2000..
 JD2494
 JD2494.The orthometric height was scaled from a topographic map.
 JD2494
 JD2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2494
 JD2494.The geoid height was determined by GEOID03.
 JD2494
 JD2494;                    North         East     Units Scale Factor Converg.
 JD2494;SPC MO C     -   308,643.466   503,729.228   MT  0.99993350   +0 01 36.2
 JD2494;UTM  15      - 4,274,142.359   547,257.950   MT  0.99962750   +0 20 19.6
 JD2494
 JD2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2494!SPC MO C     -   0.99996162  x   0.99993350  =   0.99989512
 JD2494!UTM  15      -   0.99996162  x   0.99962750  =   0.99958913
 JD2494
 JD2494|---------------------------------------------------------------------|
 JD2494| PID    Reference Object                     Distance      Geod. Az  |
 JD2494|                                                           dddmmss.s |
 JD2494| CN7409 MCGIRK RM 1                          22.973 METERS 00819     |
 JD2494| DF8346 MCGIRK RM 3                           1.122 METERS 07351     |
 JD2494| CN7408 MCGIRK AZ MK                        450.843 METERS 2693042.9 |
 JD2494| CN7410 MCGIRK RM 2                           1.389 METERS 27449     |
 JD2494| JD2613 CALIFORNIA MUNICIPAL TANK           APPROX. 9.8 KM 2795042.6 |
 JD2494|---------------------------------------------------------------------|
 JD2494
 JD2494                          SUPERSEDED SURVEY CONTROL
 JD2494
 JD2494  NAD 83(1986)-  38 36 52.34137(N)    092 27 25.84770(W) AD(       ) 3
 JD2494  NAD 27      -  38 36 52.24970(N)    092 27 25.17790(W) AD(       ) 3
 JD2494
 JD2494.Superseded values are not recommended for survey control.
 JD2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2494.See file dsdata.txt to determine how the superseded data were derived.
 JD2494
 JD2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC4725874142(NAD 83)
 JD2494_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2494_STAMPING: MCGIRK 1949 1984
 JD2494_MARK LOGO: NGS   
 JD2494_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2494+STABILITY: SURFACE MOTION
 JD2494
 JD2494  HISTORY     - Date     Condition        Report By
 JD2494  HISTORY     - 1984     MONUMENTED       NGS
 JD2494
 JD2494                          STATION DESCRIPTION
 JD2494
 JD2494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JD2494'THE SURFACE STATION MARK WAS FOUND PROJECTING 18 INCHES AND LOOSE IN
 JD2494'THE GROUND.  RM 1 WAS FOUND DESTROYED.  RM 2, THE AZ MK AND THE
 JD2494'UNDERGROUND STATION MARK WERE ALL FOUND IN GOOD CONDITION.  SINCE THE
 JD2494'UNDERGROUND MARK WAS ONLY 18 INCHES BELOW THE GROUND SURFACE, THE
 JD2494'HORIZONTAL POSITION WAS HELD AND THE ORIGINAL UNDERGROUND MARK
 JD2494'REMOVED.  A NEW UNDERGROUND MARK WAS THEN SET 42 INCHES BELOW THE
 JD2494'GROUND SURFACE AND THEN A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 JD2494'NEW UNDERGROUND MARK.  THE NEW SURFACE MARK IS 15 INCHES LOWER THAN
 JD2494'THE ORIGINAL MARK.  RM 3 WAS ALSO ESTABLISHED.  THE DISTANCE TO RM 2
 JD2494'WAS 0.069 METER (0.226 FT) SHORTER THAN 1949 DATA AND THE DIRECTION TO
 JD2494'THE MARK WAS 6 MINUTES LARGER.  NO DISTANT LANDMARKS WERE GROUND
 JD2494'VISIBLE.  DUE TO THE ABOVE, NOTED CHANGES, A NEW DESCRIPTION FOLLOWS.
 JD2494'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) E OF MCGIRK, AT THE
 JD2494'JUNCTION OF U.S HWY 50 AND A GRAVELED ROAD LEADING S, AND ON ROAD
 JD2494'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD PP
 JD2494'AND U.S HWY 50, AT THE E EDGE OF MCGIRK, GO E ON HWY 50 FOR 0.5 MI
 JD2494'(0.8 KM) TO THE AZ MK ON THE LEFT.  CONTINUE E ON THE HWY FOR 0.3 MI
 JD2494'(0.5 KM) TO A GRAVELED SIDE ROAD AND THE STATION ON THE RIGHT.
 JD2494' 
 JD2494' 
 JD2494'THE STATION IS A STANDARD NGS DISK STAMPED---MCGIRK 1949 1984---, SET
 JD2494'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN
 JD2494'DIAMETER, RECESSED 02 INCHES (5 CM) BELOW THE GROUND.  THE STATION IS
 JD2494'LOCATED 37.0 FT (11.3 M) S FROM THE CENTERLINE OF THE HYW, 24.0 FT
 JD2494'(7.3 M) W FROM THE CENTERLINE OF THE GRAVELED ROAD, 5.0 FT (1.5 M) NW
 JD2494'FROM A FENCE CORNER, 3.5 FT (1.1 M) NE FROM A WITNESS POST.  RM NO 2
 JD2494'IS A STANDARD CGS DISK STAMPED---MCGIRK NO 2 1949---, SET INTO THE TOP
 JD2494'OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER,
 JD2494'PROJECTING 04 INCHES (10 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 JD2494'67.0 FT (20.4 M) W FROM THE CENTERLINE OF THE GRAVELED ROAD, 39 FT
 JD2494'(11.9 M) S FROM THE CENTERLINE OF THE HWY, 1.5 FT (0.5 M) N FROM THE S
 JD2494'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) E FROM A WITNESS POST.  R M NO 03,
 JD2494'IS A STANDARD NGS DISK STAMPED---MCGIRK 1949 NO 3 1984---, CEMENTED
 JD2494'INTO A DRILLED HOLE INTO THE N END OF THE E HEADWALL OF A CONCRETE
 JD2494'CULVERT UNDER THE GRAVELED ROAD.  THE STATION IS LOCATED 21.0 FT (6.4
 JD2494'M) S FROM THE CENTERLINE OF THE HWY, 12.5 FT (3.8 M) E FROM THE
 JD2494'CENTERLINE OF THE GRAVELED ROAD, AND 3.0 FT (0.9 M) LOWER THAN THE
 JD2494'STATION.  AZ MK NO 01, IS A STANDARD CGS DISK STAMPED---MCGIRK
 JD2494'1949---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES
 JD2494'(30 CM) IN DIAMETER, PROJECTNG, 06 INCHES, (15 CM) ABOVE THE GROUND.
 JD2494'THE STATION IS LOCATED 41.0 FT (12.5 M) S FROM THE S RAIL OF A
 JD2494'RAILROAD TRACK, 32.0 FT (9.8 M) N FROM THE CENTERLINE OF THE HWY, 14.0
 JD2494'FT (4.3 M) SE FROM A TELEPHONE LINE POLE, 1.0 FT (0.3 M) W FROM A
 JD2494'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1259 ***********************************************************************
 LF1259  DESIGNATION -  MCKENNY
 LF1259  PID         -  LF1259
 LF1259  STATE/COUNTY-  MO/GENTRY
 LF1259  USGS QUAD   -  FORD CITY (1985)
 LF1259
 LF1259                         *CURRENT SURVEY CONTROL
 LF1259  ___________________________________________________________________
 LF1259* NAD 83(1997)-  40 06 24.23329(N)    094 28 59.72627(W)     ADJUSTED  
 LF1259* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 LF1259  ___________________________________________________________________
 LF1259  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 LF1259  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LF1259
 LF1259  HORZ ORDER  -  FIRST
 LF1259
 LF1259.The horizontal coordinates were established by classical geodetic methods
 LF1259.and adjusted by the National Geodetic Survey in February 2000..
 LF1259
 LF1259.The orthometric height was scaled from a topographic map.
 LF1259
 LF1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1259
 LF1259.The geoid height was determined by GEOID03.
 LF1259
 LF1259;                    North         East     Units Scale Factor Converg.
 LF1259;SPC MO W     -   437,318.343   851,427.412   MT  0.99994120   +0 00 38.8
 LF1259;UTM  15      - 4,440,657.735   373,584.516   MT  0.99979673   -0 57 20.4
 LF1259
 LF1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1259!SPC MO W     -   0.99995214  x   0.99994120  =   0.99989334
 LF1259!UTM  15      -   0.99995214  x   0.99979673  =   0.99974888
 LF1259
 LF1259|---------------------------------------------------------------------|
 LF1259| PID    Reference Object                     Distance      Geod. Az  |
 LF1259|                                                           dddmmss.s |
 LF1259| CL7877 MCKENNY RM 1                         20.425 METERS 07626     |
 LF1259| LF1272 KING CITY MUNICIPAL TANK            APPROX. 7.0 KM 2074326.6 |
 LF1259| CL7876 MCKENNY AZ MK                                      3031832.6 |
 LF1259| CL7878 MCKENNY RM 2                         24.253 METERS 34640     |
 LF1259| CL7879 MCKENNY RM 3                         21.005 METERS 35405     |
 LF1259|---------------------------------------------------------------------|
 LF1259
 LF1259                          SUPERSEDED SURVEY CONTROL
 LF1259
 LF1259  NAD 83(1997)-  40 06 24.23306(N)    094 28 59.72686(W) AD(       ) 1
 LF1259  NAD 83(1997)-  40 06 24.23353(N)    094 28 59.72784(W) AD(       ) 1
 LF1259  NAD 83(1986)-  40 06 24.23487(N)    094 28 59.72402(W) AD(       ) 1
 LF1259  NAD 27      -  40 06 24.25600(N)    094 28 58.87170(W) AD(       ) 1
 LF1259
 LF1259.Superseded values are not recommended for survey control.
 LF1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1259.See file dsdata.txt to determine how the superseded data were derived.
 LF1259
 LF1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE7358540658(NAD 83)
 LF1259_MARKER: DS = TRIANGULATION STATION DISK
 LF1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1259
 LF1259  HISTORY     - Date     Condition        Report By
 LF1259  HISTORY     - 1948     MONUMENTED       CGS
 LF1259  HISTORY     - 1965     GOOD             CGS
 LF1259
 LF1259                          STATION DESCRIPTION
 LF1259
 LF1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 LF1259'STATION IS LOCATED ABOUT 1 MILE WEST OF FORD CITY AND 5 MILES
 LF1259'NORTH-NORTHEAST OF KING CITY ON PROPERTY OWNED BY MR. J.F. MCKENNY.
 LF1259'IT IS NEAR THE SOUTHWEST CORNER OF THE FARM YARD, 58 FEET SOUTHWEST
 LF1259'OF THE SOUTHWEST CORNER OF THE VACANT HOUSE, 39 FEET EAST
 LF1259'OF THE CENTER OF THE NORTH-SOUTH ROAD AND 97.5 FEET SOUTH
 LF1259'OF THE CENTER OF THE LANE EAST.  IT IS STAMPED MC KENNY 1948 AND
 LF1259'PROJECTS 2 INCHES.
 LF1259'
 LF1259'REFERENCE MARK NO. 1 IS 18.5 FEET SOUTH OF THE SOUTH CENTER SIDE
 LF1259'OF THE VACANT HOUSE.  IT IS STAMPED MC KENNY NO 1 1948 AND PROJECTS
 LF1259'4 INCHES.
 LF1259'
 LF1259'REFERENCE MARK NO. 2 IS AT THE NORTHWEST CORNER OF THE FARM YARD,
 LF1259'21.5 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 21.5 FEET
 LF1259'SOUTH OF THE CENTER OF THE LANE EAST.  IT IS STAMPED MC KENNY NO 2
 LF1259'1948 AND PROJECTS 2 INCHES.
 LF1259'
 LF1259'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 29 FEET NORTH OF THE CENTER
 LF1259'OF COUNTY ROUTE V, 49 FEET WEST OF A T-FENCE CORNER, 0.5 FOOT
 LF1259'SOUTH OF THE FENCE LINE AND IS ON THE EAST SLOPE OF THE
 LF1259'GRADE.  IT IS STAMPED MC KENNY 1948 AND IS FLUSH WITH THE
 LF1259'GROUND.
 LF1259'
 LF1259'TO REACH FROM THE CAUTION LIGHT ON THE MAIN STREET IN KING CITY,
 LF1259'GO NORTH ON U.S. HIGHWAY 169 FOR 4.3 MILES TO THE JUNCTION WITH
 LF1259'COUNTY ROUTE V, TURN RIGHT, EAST, FOR 1.6 MILES TO THE AZIMUTH MARK
 LF1259'ON THE LEFT, CONTINUE EAST FOR 0.4 MILE TO A CROSSROAD, TURN
 LF1259'RIGHT, SOUTH FOR 0.35 MILE TO A VACANT HOUSE ON THE LEFT AND THE
 LF1259'STATION.
 LF1259'
 LF1259'AN 87 FOOT SIGNAL AT MC FALL IS VISIBLE AT 15 FEET.
 LF1259'
 LF1259'AN 87 FOOT SIGNAL AT PHELPS IS VISIBLE AT THE GROUND.
 LF1259'
 LF1259'AN 87 FOOT SIGNAL AT EIERDANZ IS VISIBLE AT 10 FEET.
 LF1259'
 LF1259'AN 87 FOOT SIGNAL AT COURTNEY 1934 IS VISIBLE AT 30 FEET.
 LF1259'
 LF1259'AN 87 FOOT SIGNAL AT GIBSON 1934 IS VISIBLE AT THE GROUND.
 LF1259'
 LF1259'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LF1259
 LF1259                          STATION RECOVERY (1965)
 LF1259
 LF1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RLE)
 LF1259'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT R.M. NO. 2,
 LF1259'FOUND IN GOOD CONDITION.  R.M. NO. 2 HAD BEEN DESTROYED BY ROAD
 LF1259'CONSTRUCTION.  A NEW REFERENCE MARK WAS SET TO REPLACE THE ONE THAT
 LF1259'HAD BEEN DESTROYED.
 LF1259'
 LF1259'THE STATION MARK IS IN THE SOUTHWEST CORNER OF A YARD AT
 LF1259'A VACANT HOUSE, 97.5 FEET SOUTH OF THE CENTERLINE OF DRIVEWAY, 58
 LF1259'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF VACANT HOUSE, ABOUT 50
 LF1259'FEET EAST OF CENTERLINE OF ROAD AND 1.5 FEET NORTH OF A METAL
 LF1259'WITNESS POST.  MARK FLUSH WITH GROUND.
 LF1259'
 LF1259'R.M. NO. 1 IS EAST-NORTHEAST OF THE STATION AND IS 18.5 FEET SOUTH
 LF1259'OF THE CENTER OF THE SOUTH SIDE OF HOUSE.
 LF1259'
 LF1259'R.M. NO. 3 IS NORTH-NORTHWEST OF THE STATION, 31.5 FEET EAST OF THE
 LF1259'CENTERLINE OF THE ROAD, 28.5 FEET SOUTH OF THE CENTER OF FARM
 LF1259'DRIVEWAY AND 3 FEET EAST OF A MARKER FOR AN UNDERGROUND
 LF1259'TELEPHONE LINE.  MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 LF1259'MC KENNY NO 3 1948.
 LF1259'
 LF1259'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE CROSSROADS TO NORTH
 LF1259'OF THE STATION, ON THE EAST SLOPE OF A GRADE, 49 FEET WEST OF THE
 LF1259'HALF-SECTION LINE FENCE CORNER, 29 FEET NORTH OF THE CENTERLINE OF
 LF1259'THE ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.
 LF1259'
 LF1259'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM KING CITY IS
 LF1259'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1345 ***********************************************************************
 HD1345  DESIGNATION -  MCKINLEY
 HD1345  PID         -  HD1345
 HD1345  STATE/COUNTY-  MO/LAWRENCE
 HD1345  USGS QUAD   -  BILLINGS (1975)
 HD1345
 HD1345                         *CURRENT SURVEY CONTROL
 HD1345  ___________________________________________________________________
 HD1345* NAD 83(1997)-  37 03 12.12297(N)    093 36 50.58993(W)     ADJUSTED  
 HD1345* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 HD1345  ___________________________________________________________________
 HD1345  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 HD1345  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HD1345
 HD1345  HORZ ORDER  -  FIRST
 HD1345
 HD1345.The horizontal coordinates were established by classical geodetic methods
 HD1345.and adjusted by the National Geodetic Survey in February 2000..
 HD1345
 HD1345.The orthometric height was scaled from a topographic map.
 HD1345
 HD1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1345
 HD1345.The geoid height was determined by GEOID03.
 HD1345
 HD1345;                    North         East     Units Scale Factor Converg.
 HD1345;SPC MO W     -    98,758.834   928,800.730   MT  1.00001764   +0 32 01.9
 HD1345;SPC MO C     -   135,955.326   400,910.528   MT  1.00005425   -0 40 16.8
 HD1345;UTM  15      - 4,100,968.921   445,401.920   MT  0.99963672   -0 22 12.0
 HD1345
 HD1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1345!SPC MO W     -   0.99993551  x   1.00001764  =   0.99995315
 HD1345!SPC MO C     -   0.99993551  x   1.00005425  =   0.99998976
 HD1345!UTM  15      -   0.99993551  x   0.99963672  =   0.99957226
 HD1345
 HD1345|---------------------------------------------------------------------|
 HD1345| PID    Reference Object                     Distance      Geod. Az  |
 HD1345|                                                           dddmmss.s |
 HD1345| CN7412 MCKINLEY RM 1                        27.694 METERS 04550     |
 HD1345| HD1305 REPUBLIC MUNICIPAL TANK             APPROX.13.8 KM 0593144.0 |
 HD1345| HD1346 MARIONVILLE MUNICIPAL TANK          APPROX. 6.1 KM 2050543.7 |
 HD1345| GF0889 AURORA EMPIRE DISTRICT ELEC TK      APPROX.13.2 KM 2260732.8 |
 HD1345| GF0885 AURORA MFA MILLING CO TANK          APPROX.13.1 KM 2285411.5 |
 HD1345| GF0890 AURORA MFA MILLING CO ELEVATOR      APPROX.13.2 KM 2293110.7 |
 HD1345| CN7411 MCKINLEY AZ MK                                     2714643.9 |
 HD1345| CN7413 MCKINLEY RM 2                        27.426 METERS 32807     |
 HD1345|---------------------------------------------------------------------|
 HD1345
 HD1345                          SUPERSEDED SURVEY CONTROL
 HD1345
 HD1345  NAD 83(1997)-  37 03 12.12396(N)    093 36 50.59034(W) AD(       ) 1
 HD1345  NAD 83(1997)-  37 03 12.13355(N)    093 36 50.59092(W) AD(       ) 1
 HD1345  NAD 83(1986)-  37 03 12.13489(N)    093 36 50.58953(W) AD(       ) 1
 HD1345  NAD 27      -  37 03 11.92590(N)    093 36 49.86980(W) AD(       ) 1
 HD1345
 HD1345.Superseded values are not recommended for survey control.
 HD1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1345.See file dsdata.txt to determine how the superseded data were derived.
 HD1345
 HD1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB4540200969(NAD 83)
 HD1345_MARKER: DS = TRIANGULATION STATION DISK
 HD1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HD1345+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 HD1345
 HD1345  HISTORY     - Date     Condition        Report By
 HD1345  HISTORY     - 1959     MONUMENTED       CGS
 HD1345  HISTORY     - 20060318 GOOD             GEOCAC
 HD1345
 HD1345                          STATION DESCRIPTION
 HD1345
 HD1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1345'THE STATION IS ABOUT 3-1/2 MILES NORTH AND 1-1/4 MILES EAST
 HD1345'OF MARIONVILLE, ABOUT 1 MILE SOUTH AND 3-1/2 MILES WEST OF
 HD1345'BILLINGS, IN THE NORTHEAST 1/4 OF SEC. 13, T. 27 N., R. 25 W.
 HD1345'AND ON THE PROPERTY OF MR. ED KOENIG.  IT IS 283 FEET SOUTHEAST
 HD1345'OF THE NORTHEAST CORNER OF A CULTIVATED FIELD, 84 FEET SOUTHEAST
 HD1345'OF A POWER POLE, 62 FEET WEST OF THE CENTER OF A BIG ROCK
 HD1345'PILE, 28 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 22 FEET
 HD1345'NORTH OF A 10 INCH HICKORY TREE WITH A TRIANGULAR BLAZE
 HD1345'ON THE WEST SIDE AND 4 FEET EAST OF A WITNESS POST.  THE
 HD1345'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED MC KINLEY
 HD1345'1959.
 HD1345'
 HD1345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 HD1345'AND STATE HIGHWAY 14 AT THE SOUTHEAST EDGE OF MARIONVILLE,
 HD1345'GO NORTHERLY ON HIGHWAY 14 FOR 3.75 MILES TO THE MT. OLIVE
 HD1345'METHODIST CHURCH ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 HD1345'CONTINUE NORTH ON HIGHWAY 14 FOR 0.45 MILE TO THE JUNCTION
 HD1345'OF COUNTY ROAD T IN MC KINLEY AND A POINT WHERE HIGHWAY 14
 HD1345'TURNS FROM NORTH TO EAST.  TURN RIGHT AND GO EAST ON HIGHWAY
 HD1345'14 FOR 1.0 MILE TO A SIDE ROAD RIGHT AND THE LAWRENCE-GREENE
 HD1345'COUNTY LINE.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 HD1345'FOR 0.45 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A
 HD1345'GRADED ROAD FOR 0.25 MILE TO THE NORTHEAST CORNER OF A
 HD1345'CULTIVATED FIELD AND A POINT WHERE THE MAIN ROAD TURNS FROM WEST
 HD1345'TO SOUTH.  TURN LEFT AND GO SOUTH ON THE MAIN TRAVELED
 HD1345'ROAD FOR 283 FEET TO THE STATION ON THE LEFT AS
 HD1345'DESCRIBED.
 HD1345'
 HD1345'REFERENCE MARK 1 IS 96 FEET EAST OF THE CENTERLINE OF THE
 HD1345'DIRT ROAD, 41 FEET NORTH OF THE CENTER OF THE BIG ROCK PILE
 HD1345'AND 4 FEET WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND
 HD1345'THE DISK IS STAMPED MC KINLEY NO 1 1959.
 HD1345'
 HD1345'REFERENCE MARK 2 IS 19 FEET WEST OF THE CENTERLINE OF THE DIRT
 HD1345'ROAD AND 8 FEET NORTH OF THE POWER POLE.  THE MONUMENT PROJECTS
 HD1345'2 INCHES AND THE DISK IS STAMPED MC KINLEY NO 2 1959.
 HD1345'
 HD1345'THE AZIMUTH MARK IS 72 FEET NORTHWEST OF THE NORTHWEST CORNER
 HD1345'OF THE MT. OLIVE METHODIST CHURCH, 33 FEET SOUTH OF THE
 HD1345'CENTERLINE OF A GRAVELED DRIVEWAY, 30 FEET EAST OF THE CENTERLINE
 HD1345'OF HIGHWAY 14 AND 2 FEET EAST OF A WITNESS POST.  THE MONUMENT
 HD1345'IS FLUSH AND THE DISK IS STAMPED MC KINLEY 1959.
 HD1345'
 HD1345'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HD1345
 HD1345                          STATION RECOVERY (2006)
 HD1345
 HD1345'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 HD1345'GEOCAC 1ST RECOVERY 2006.
 HD1345'STATION RM 2 AND AZIMUTH.
 HD1345'RM 1 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1177 ***********************************************************************
 KD1177  DESIGNATION -  MEADVILLE
 KD1177  PID         -  KD1177
 KD1177  STATE/COUNTY-  MO/LINN
 KD1177  USGS QUAD   -  MEADVILLE (1984)
 KD1177
 KD1177                         *CURRENT SURVEY CONTROL
 KD1177  ___________________________________________________________________
 KD1177* NAD 83(1997)-  39 46 38.88536(N)    093 17 22.42539(W)     ADJUSTED  
 KD1177* NAVD 88     -       236.37   (+/-2cm)     775.5    (feet)  VERTCON   
 KD1177  ___________________________________________________________________
 KD1177  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 KD1177  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KD1177
 KD1177  HORZ ORDER  -  FIRST
 KD1177  VERT ORDER  -  THIRD ? (See Below)
 KD1177
 KD1177.The horizontal coordinates were established by classical geodetic methods
 KD1177.and adjusted by the National Geodetic Survey in February 2000..
 KD1177
 KD1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1177.The vertical order pertains to the NGVD 29 superseded value.
 KD1177
 KD1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1177
 KD1177.The geoid height was determined by GEOID03.
 KD1177
 KD1177;                    North         East     Units Scale Factor Converg.
 KD1177;SPC MO C     -   438,040.006   432,361.963   MT  0.99998964   -0 30 18.7
 KD1177;UTM  15      - 4,403,098.926   475,202.956   MT  0.99960757   -0 11 07.0
 KD1177
 KD1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1177!SPC MO C     -   0.99996800  x   0.99998964  =   0.99995764
 KD1177!UTM  15      -   0.99996800  x   0.99960757  =   0.99957558
 KD1177
 KD1177|---------------------------------------------------------------------|
 KD1177| PID    Reference Object                     Distance      Geod. Az  |
 KD1177|                                                           dddmmss.s |
 KD1177| CL9878 MEADVILLE RM 1                       25.234 METERS 00333     |
 KD1177| KD1150 BROOKFIELD CITY STANDPIPE           APPROX.18.4 KM 0833911.1 |
 KD1177| KD1147 BROOKFIELD BROWN SHOE FACT STK      APPROX.19.3 KM 0870611.7 |
 KD1177| CL9877 MEADVILLE RM 2 AZIMUTH                             0892958.5 |
 KD1177| KD1178 KANSAS CITY CHICAGO AWY BN 8        APPROX. 1.8 KM 1731439.5 |
 KD1177| KD1173 KANSAS CITY CHICAGO AWY BN 6        APPROX.21.1 KM 2313052.3 |
 KD1177| KD1181 KANSAS CITY CHICAGO AWY BN 7        APPROX.17.7 KM 2705712.5 |
 KD1177| KD1286 CHILLICOTHE MUN UTILITIES STK       APPROX.23.1 KM 2720226.9 |
 KD1177| KD1288 CHILLICOTHE MUNICIPAL TANK          APPROX.21.9 KM 2751013.3 |
 KD1177| KD1285 CHILLICOTHE CHURCH SPIRE            APPROX.22.4 KM 2760912.5 |
 KD1177| CL9879 MEADVILLE RM 3                       29.721 METERS 28338     |
 KD1177|---------------------------------------------------------------------|
 KD1177
 KD1177                          SUPERSEDED SURVEY CONTROL
 KD1177
 KD1177  NAD 83(1997)-  39 46 38.88594(N)    093 17 22.42687(W) AD(       ) 1
 KD1177  NAD 83(1986)-  39 46 38.88723(N)    093 17 22.42916(W) AD(       ) 1
 KD1177  NAD 27      -  39 46 38.80340(N)    093 17 21.68080(W) AD(       ) 1
 KD1177  NGVD 29 (07/19/86)  236.33   (m)          775.4    (f) LEVELING    3  
 KD1177
 KD1177.Superseded values are not recommended for survey control.
 KD1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1177.See file dsdata.txt to determine how the superseded data were derived.
 KD1177
 KD1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE7520303099(NAD 83)
 KD1177_MARKER: DS = TRIANGULATION STATION DISK
 KD1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1177
 KD1177  HISTORY     - Date     Condition        Report By
 KD1177  HISTORY     - 1928     MONUMENTED       CGS
 KD1177  HISTORY     - 1948     GOOD             CGS
 KD1177  HISTORY     - 1966     GOOD             CGS
 KD1177  HISTORY     - 1971     GOOD             NGS
 KD1177  HISTORY     - 1974     GOOD             NGS
 KD1177
 KD1177                          STATION DESCRIPTION
 KD1177
 KD1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 KD1177'ABOUT 1/2 MILE S AND 1/2 MILE E OF THE TOWN OF MEADVILLE, ON N
 KD1177'SIDE OF NE 1/4 SEC. 7, T57N, R21W, ON LAND OWNED BY LIPPIPPI
 KD1177'BROTHERS OF MEADVILLE.
 KD1177'
 KD1177'STATION IS 16.5 METERS (54 FEET) S OF CENTER LINE OF ROUTE 36,
 KD1177'7.2 METERS (24 FEET) S OF SOUTH FENCE LINE, 7.3 METERS (24 FEET) S
 KD1177'OF TELEPHONE POLE 6162, 250 METERS (820 FEET) W OF CENTER LINE
 KD1177'OF N-S SECTION-LINE ROAD, AND 22.95 METERS (75.3 FEET) W OF MOST
 KD1177'WESTERN TREE IN GROUP OF DEAD LOCUSTS.  SURFACE AND UNDERGROUND
 KD1177'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.  UPPER MARK
 KD1177'IS 18 INCHES BELOW SURFACE OF GROUND AND LOWER MARK IS 5 FEET
 KD1177'BELOW SURFACE.
 KD1177'
 KD1177'R.M. 1 IS 8.5 METERS (28 FEET) N OF CENTER LINE OF ROUTE 36,
 KD1177'17.7 METERS (58 FEET) N OF ROW OF TELEPHONE POLES AT POLE 6162,
 KD1177'0.3 METER (1 FOOT) S OF NORTH FENCELINE, AND 25.20 METERS (82.7
 KD1177'FEET) FROM STATION.  R.M. 2 IS IN NE
 KD1177'CORNER OF PASTURE FIELD, ABOUT 390 METERS (1280 FEET) E OF N-S
 KD1177'SECTION-LINE ROAD, 9.2 METERS (30 FEET) S OF CENTER LINE OF
 KD1177'ROUTE 36, 10 METERS (33 FEET) W OF TELEPHONE POLE 6146, AND 640
 KD1177'METERS (2100 FEET) (PACED) FROM STATION.
 KD1177
 KD1177                          STATION RECOVERY (1948)
 KD1177
 KD1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1177'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1177'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 KD1177'IS USED FOR AN AZIMUTH MARK AND REFERENCE MARK NO. 3 WAS
 KD1177'ESTABLISHED.
 KD1177'
 KD1177'A COMPLETE DESCRIPTION FOLLOWS.
 KD1177'
 KD1177'THE STATION IS LOCATED ABOUT 0.6 MILE SOUTH AND 0.7 MILE EAST
 KD1177'OF MEADVILLE, 53 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 36, 24
 KD1177'FEET SOUTH OF A TELEPHONE POLE, AND 23 FEET SOUTH OF AN EAST-WEST
 KD1177'FENCE.  IT IS 18 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 KD1177'STAMPED MEADVILLE 1928.
 KD1177'
 KD1177'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF U.S.
 KD1177'HIGHWAY 36 AND 0.8 FOOT SOUTH OF AN EAST-WEST FENCE.  IT IS
 KD1177'SET FLUSH WITH THE GROUND AND IS STAMPED MEADVILLE RM NO 1.
 KD1177'
 KD1177'REFERENCE MARK NO. 3 IS 39 FEET EAST OF A SET OF TWIN TELEPHONE
 KD1177'POLES, 31 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 36, AND 1.0
 KD1177'FOOT SOUTH OF AN EAST-WEST FENCE.  IT IS SET FLUSH WITH THE
 KD1177'GROUND AND IS STAMPED MEADVILLE NO 3 1948.
 KD1177'
 KD1177'AZIMUTH MARK (REFERENCE MARK NO. 2) IS 0.4 MILE EAST OF THE
 KD1177'STATION, 31 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 36, 3.8
 KD1177'FEET WEST-SOUTHWEST OF A T FENCE INTERSECTION, 3.0 FEET
 KD1177'EAST-SOUTHEAST OF A WITNESS POST, AND 2.0 FEET SOUTH OF AN
 KD1177'EAST-WEST FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED MEADVILLE NO
 KD1177'2 1928.
 KD1177'
 KD1177'TO REACH THE STATION FROM THE POSTOFFICE IN MEADVILLE, GO SOUTH
 KD1177'ON PAVED ROAD FOR 0.6 MILE TO U.S. HIGHWAY 36, TURN LEFT AND GO
 KD1177'EAST ON U.S. HIGHWAY NO. 36 FOR 0.7 MILE AND THE STATION ON THE
 KD1177'RIGHT AS DESCRIBED.
 KD1177'
 KD1177'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 KD1177'HIGHWAY 36 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 KD1177'
 KD1177'AN 87 FOOT SIGNAL AT HALE 1928 IS VISIBLE AT 10 FEET.
 KD1177'
 KD1177'A 74 FOOT SIGNAL AT FOUNTAIN IS VISIBLE AT 37 FEET.
 KD1177'
 KD1177'AN 87 FOOT SIGNAL AT MOUND IS VISIBLE AT 10 FEET.
 KD1177'
 KD1177'A 74 FOOT SIGNAL AT WHEELING IS VISIBLE AT 37 FEET.
 KD1177'
 KD1177'AN 87 FOOT SIGNAL AT STURGES IS VISIBLE AT 4 FEET.
 KD1177'
 KD1177'A 74 FOOT SIGNAL AT EVERSON IS VISIBLE AT 37 FEET.
 KD1177'
 KD1177'AN 87 FOOT SIGNAL AT RUDDY 1928 IS VISIBLE AT 37 FEET.
 KD1177
 KD1177                          STATION RECOVERY (1966)
 KD1177
 KD1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KD1177'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 KD1177'(AZIMUTH MARK), AND REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND
 KD1177'IN GOOD CONDITION.  THE TO REACH THE STATION WAS ADEQUATE.
 KD1177'
 KD1177'STATION MARK WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST
 KD1177'WAS SET ON THE NORTH SIDE OF AN EAST-WEST FENCE 23.5 FEET NORTH
 KD1177'OF THE MARK.
 KD1177'
 KD1177'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED.
 KD1177'
 KD1177'REFERENCE MARK NO. 3 WAS RECOVERED AS DESCRIBED.
 KD1177'
 KD1177'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 31 FEET SOUTH OF THE
 KD1177'CENTER OF U.S. HIGHWAY 36 AND 1 FOOT SOUTH OF A METAL WITNESS
 KD1177'POST.
 KD1177
 KD1177                          STATION RECOVERY (1971)
 KD1177
 KD1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KD1177'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 3
 KD1177'WERE RECOVERED AS DESCRIBED AND THE MARKS WERE IN GOOD
 KD1177'CONDITION.  THE AZIMUTH MARK WAS RECOVERED BUT THE MARK HAS BEEN
 KD1177'HIT BY FARM EQUIPMENT AND IS LEANING SLIGHTLY SOUTH, NO OBJECTS
 KD1177'WERE VISIBLE AT THE STATION SO THE AZIMUTH MARK BEARING WAS NOT
 KD1177'CHECKED, OR A NEW MARK SET.  THE DESCRIPTION WAS FOUND ADEQUATE
 KD1177'FOR RECOVERY.  THE STATION IS NOW SOUTH OF THE EAST BOUND LANE
 KD1177'OF U.S. HIGHWAY 36.
 KD1177'
 KD1177'A METAL WITNESS POST WAS SET 1 FOOT EAST OF REFERENCE MARK NO.
 KD1177'1.
 KD1177'
 KD1177'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF REFERENCE MARK NO.
 KD1177'3.
 KD1177'
 KD1177'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.6 MILE SOUTH
 KD1177'AND 0.7 MILE EAST OF MEADVILLE.
 KD1177
 KD1177                          STATION RECOVERY (1974)
 KD1177
 KD1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KD1177'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AS
 KD1177'PREVIOUSLY DESCRIBED AND ARE IN GOOD CONDITION.  THE AZIMUTH
 KD1177'MARK (REFERENCE MARK 2) WAS RECOVERED IN GOOD CONDITION BUT
 KD1177'THE MARK IS LEANING SLIGHTLY SOUTH.  OBSERVATIONS WERE MADE THIS
 KD1177'DATE TO DETERMINE A NEW BEARING TO THE AZIMUTH MARK AND
 KD1177'TRIANGULATION STATION WHEELING 1948 WAS USED AS THE TIE LINE.
 KD1177'THE 1948 DESCRIPTION OF THE ROUTE TO REACH THE STATION AND THE
 KD1177'AZIMUTH MARK ARE ADEQUATE.
 KD1177'
 KD1177'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.6 MILE SOUTH
 KD1177'AND 0.7 MILE EAST OF MEADVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2528 ***********************************************************************
 JD2528  DESIGNATION -  MEANS
 JD2528  PID         -  JD2528
 JD2528  STATE/COUNTY-  MO/MARIES
 JD2528  USGS QUAD   -  BRINKTOWN (1987)
 JD2528
 JD2528                         *CURRENT SURVEY CONTROL
 JD2528  ___________________________________________________________________
 JD2528* NAD 83(1997)-  38 14 53.96465(N)    092 06 37.73958(W)     ADJUSTED  
 JD2528* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 JD2528  ___________________________________________________________________
 JD2528  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 JD2528  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JD2528
 JD2528  HORZ ORDER  -  FIRST
 JD2528
 JD2528.The horizontal coordinates were established by classical geodetic methods
 JD2528.and adjusted by the National Geodetic Survey in February 2000..
 JD2528
 JD2528.The orthometric height was scaled from a topographic map.
 JD2528
 JD2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2528
 JD2528.The geoid height was determined by GEOID03.
 JD2528
 JD2528;                    North         East     Units Scale Factor Converg.
 JD2528;SPC MO C     -   268,065.756   534,094.320   MT  0.99994764   +0 14 28.1
 JD2528;UTM  15      - 4,233,741.664   577,833.854   MT  0.99967461   +0 33 02.5
 JD2528
 JD2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2528!SPC MO C     -   0.99995992  x   0.99994764  =   0.99990756
 JD2528!UTM  15      -   0.99995992  x   0.99967461  =   0.99963454
 JD2528
 JD2528|---------------------------------------------------------------------|
 JD2528| PID    Reference Object                     Distance      Geod. Az  |
 JD2528|                                                           dddmmss.s |
 JD2528| CN7415 MEANS RM 1                           66.879 METERS 07158     |
 JD2528| CN7416 MEANS RM 2                           31.714 METERS 29759     |
 JD2528| CN7414 MEANS AZ MK                                        3241601.2 |
 JD2528|---------------------------------------------------------------------|
 JD2528
 JD2528                          SUPERSEDED SURVEY CONTROL
 JD2528
 JD2528  NAD 83(1986)-  38 14 53.97848(N)    092 06 37.74004(W) AD(       ) 1
 JD2528  NAD 27      -  38 14 53.83800(N)    092 06 37.11800(W) AD(       ) 1
 JD2528
 JD2528.Superseded values are not recommended for survey control.
 JD2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2528.See file dsdata.txt to determine how the superseded data were derived.
 JD2528
 JD2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7783433742(NAD 83)
 JD2528_MARKER: DS = TRIANGULATION STATION DISK
 JD2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2528
 JD2528  HISTORY     - Date     Condition        Report By
 JD2528  HISTORY     - 1947     MONUMENTED       CGS
 JD2528
 JD2528                          STATION DESCRIPTION
 JD2528
 JD2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2528'STATION IS ABOUT 10-1/2 MILES WEST-SOUTHWEST OF FREEBURG, 6 MILES
 JD2528'SOUTHEAST OF META AND 6 MILES SOUTH-SOUTHWEST OF KOELTZTOWN.
 JD2528'IT IS ON THE HIGHEST RIDGE IN THE IMMEDIATE VICINITY.  STATION IS
 JD2528'IS 17 FT. NORTH OF A LANE AND 7.2 FT. NORTH OF A WHITE WITNESS
 JD2528'POST.  THE MARK IS ABOUT 10 INCHES BELOW GROUND AND THE DISK
 JD2528'IS STAMPED MEANS 1947.
 JD2528'
 JD2528'REFERENCE MARK NO 1 IS 219.41 FT. NORTHEAST OF STATION AND
 JD2528'10 FT. WEST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4
 JD2528'INCHES AND THE DISK IS STAMPED MEANS NO 1 1947.
 JD2528'
 JD2528'REFERENCE MARK NO 2 IS 104.05 FT. WEST NORTHWEST OF STATION,
 JD2528'10 FT. NORTH OF A LANE AND 1.0 FT. NORTH OF A FENCE.  THE
 JD2528'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MEANS NO
 JD2528'2 1947.
 JD2528'
 JD2528'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHWEST OF STATION,
 JD2528'35 FT. NORTH OF A PRIVATE DRIVEWAY AND 3.0 FT. EAST OF A
 JD2528'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND
 JD2528'THE DISK IS STAMPED MEANS 1947.
 JD2528'
 JD2528'TO REACH THE STATION FROM THE POST OFFICE IN META, GO EAST
 JD2528'ON THE MAIN STREET FOR 0.1 MILE, TURN RIGHT ON STATE ROUTE
 JD2528'NO 133 AND GO SOUTH ACROSS THE ROCK ISLAND RAIL-ROAD FOR
 JD2528'4.4 MILES TO A DIRT ROAD GOING EAST.  TURN LEFT AND GO EAST
 JD2528'FOR 1.8 MILES TO A GATE ON THE RIGHT.  PASS THROUGH GATE
 JD2528'AND GO SOUTH ON THE PRIVATE DRIVEWAY FOR 0.15 MILE TO THE
 JD2528'AZIMUTH MARK ON LEFT OR NORTH OF DRIVEWAY AS DESCRIBED.
 JD2528'CONTINUE EAST AND SOUTH ON PRIVATE DRIVEWAY FOR ABOUT 0.05
 JD2528'MILE TO FENCE CORNER.  TURN LEFT AND GO EAST TRHOUGH ANOTHER
 JD2528'GATE FOR ABOUT 0.1 MILE TO STATION ON LEFT OR NORTH OF LANE AS
 JD2528'DESCRIBED.
 JD2528'
 JD2528'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2876 ***********************************************************************
 JD2876  DESIGNATION -  MEDLOCK 2
 JD2876  PID         -  JD2876
 JD2876  STATE/COUNTY-  MO/COLE
 JD2876  USGS QUAD   -  HARTSBURG (1981)
 JD2876
 JD2876                         *CURRENT SURVEY CONTROL
 JD2876  ___________________________________________________________________
 JD2876* NAD 83(1997)-  38 38 11.12390(N)    092 20 05.61364(W)     ADJUSTED  
 JD2876* NAVD 88     -       264.7    (meters)     868.     (feet)  VERTCON   
 JD2876  ___________________________________________________________________
 JD2876  X           -    -203,245.518 (meters)                     COMP
 JD2876  Y           -  -4,984,667.391 (meters)                     COMP
 JD2876  Z           -   3,961,014.927 (meters)                     COMP
 JD2876  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 JD2876  ELLIP HEIGHT-         232.18  (meters)          (02/17/00) GPS OBS
 JD2876  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JD2876
 JD2876  HORZ ORDER  -  FIRST
 JD2876  ELLP ORDER  -  FOURTH    CLASS I
 JD2876
 JD2876.The horizontal coordinates were established by GPS observations
 JD2876.and adjusted by the National Geodetic Survey in February 2000..
 JD2876
 JD2876.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2876
 JD2876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2876
 JD2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2876
 JD2876.The ellipsoidal height was determined by GPS observations
 JD2876.and is referenced to NAD 83.
 JD2876
 JD2876.The geoid height was determined by GEOID03.
 JD2876
 JD2876;                    North         East     Units Scale Factor Converg.
 JD2876;SPC MO C     -   311,085.034   514,374.607   MT  0.99993588   +0 06 11.1
 JD2876;UTM  15      - 4,276,641.131   557,886.678   MT  0.99964126   +0 24 55.0
 JD2876
 JD2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2876!SPC MO C     -   0.99996357  x   0.99993588  =   0.99989945
 JD2876!UTM  15      -   0.99996357  x   0.99964126  =   0.99960484
 JD2876
 JD2876|---------------------------------------------------------------------|
 JD2876| PID    Reference Object                     Distance      Geod. Az  |
 JD2876|                                                           dddmmss.s |
 JD2876| CS7889 MEDLOCK 2 RM 5                       41.389 METERS 01742     |
 JD2876| CS7888 MEDLOCK 2 RM 4                       36.610 METERS 09708     |
 JD2876| JD2877 MEDLOCK 2 AZ MK                     459.260 METERS 1701314.8 |
 JD2876| JD2489 MEDLOCK RESET                       218.236 METERS 28859     |
 JD2876|---------------------------------------------------------------------|
 JD2876
 JD2876                          SUPERSEDED SURVEY CONTROL
 JD2876
 JD2876  NAD 83(1986)-  38 38 11.13247(N)    092 20 05.61725(W) AD(       ) 1
 JD2876  NGVD 29 (09/27/93)  264.6    (m)          868.     (f) GPS OBS        
 JD2876
 JD2876.Superseded values are not recommended for survey control.
 JD2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2876.See file dsdata.txt to determine how the superseded data were derived.
 JD2876
 JD2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5788776641(NAD 83)
 JD2876_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2876_SP_SET: CONCRETE POST
 JD2876_STAMPING: MEDLOCK 2 1983
 JD2876_MARK LOGO: NGS   
 JD2876_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2876+STABILITY: SURFACE MOTION
 JD2876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2876+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1992
 JD2876
 JD2876  HISTORY     - Date     Condition        Report By
 JD2876  HISTORY     - 1983     MONUMENTED       NGS
 JD2876  HISTORY     - 19920309 GOOD
 JD2876
 JD2876                          STATION DESCRIPTION
 JD2876
 JD2876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JD2876'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) WEST-NORTHWEST OF
 JD2876'JEFFERSON CITY, 3.2 KM (2.0 MI) NORTH-NORTHWEST OF ELSTON AND ON
 JD2876'PROPERTY OWNED BY MR. NELSON PORTER, RURAL ROUTE 1, JEFFERSON CITY,
 JD2876'MO 65101, TELEPHONE 314-584-3437.
 JD2876'TO REACH THE STATION FROM THE CROSSING OF THE MISSOURI PACIFIC
 JD2876'RAILROAD AND STATE ROAD T, IN ELSTON, GO NORTH ON ROAD T FOR 1.77 KM
 JD2876'(1.10 MI) TO MIST ROAD ON LEFT.  TURN LEFT AND GO NORTHWEST AND WEST
 JD2876'ON MIST ROAD, WHICH IS GRAVELED, FOR 0.89 KM (0.55 MI) TO A T-ROAD.
 JD2876'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.40 KM (0.25 MI) TO
 JD2876'THE AZIMUTH MARK ON THE RIGHT, AT AN OFFSET FENCE CORNER.  CONTINUE
 JD2876'NORTH FOR 0.48 KM (0.30 MI) TO THE WEST END OF A CURVE TO THE WEST
 JD2876'AND THE STATION ON THE RIGHT, AT MR. PORTERS FARM BUILDINGS.
 JD2876'THE STATION IS A STANDARD NGS DISK STAMPED--MEDLOCK 2 1983--SET INTO
 JD2876'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER RECESSED 1
 JD2876'INCH BELOW THE GROUND.  THE MARK IS LOCATED 42.06 M (137.99 FT) SSW
 JD2876'OF THE SOUTHWEST CORNER OF A METAL BARN, 42.98 M (141.01 FT) WEST OF
 JD2876'THE NORTHWEST CORNER OF A METAL BARN, 29.1 M (95.5 FT) NE OF THE
 JD2876'CENTER OF THE JUNCTION OF THE ROAD AND A DRIVE, 9.1 M (29.9 FT) NORTH
 JD2876'OF THE CENTERLINE OF A DRIVE TO THE EAST BARN, AND 9.1 M (29.9 FT)
 JD2876'EAST OF THE CENTERLINE OF A DRIVE TO THE NORTH BARN.
 JD2876'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--MEDLOCK 2 1983--
 JD2876'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 2.5 FT (0.8 M) BELOW
 JD2876'THE SURFACE MARK.
 JD2876'REFERENCE MARK 4 IS A STANDARD NGS DISK STAMPED--MEDLOCK 2 NO 4 1983
 JD2876'CEMENTED INTO A DRILLED HOLE AT THE NORTHWEST CORNER OF A CONCRETE
 JD2876'SLAB APPROACH TO THE EAST BARN.  IT IS 14.26 M (46.78 FT) NW OF THE
 JD2876'SOUTHWEST CORNER OF THE BARN, 6.38 M (20.93 FT) WEST OF THE NORTHWEST
 JD2876'CORNER OF THE BARN, AND 36.61 M (120.11 FT) EAST OF AND 1.5 M
 JD2876'(4.9 FT) LOWER THAN THE STATION.
 JD2876'REFERENCE MARK 5 IS A STANDARD NGS DISK STAMPED--MEDLOCK 2 NO 5 1983--
 JD2876'CEMENTED INTO A DRILLED HOLE IN THE WEST END OF A SIDEWALK AT THE
 JD2876'SOUTH SIDE OF THE NORTH BARN.  IT IS 11.58 M (37.99 FT) WSW OF THE
 JD2876'SOUTHEAST CORNER OF THE BARN, 1.30 M (4.27 FT) SE OF THE SOUTHWEST
 JD2876'CORNER OF THE BARN, AND 41.39 M (135.79 FT) NNE OF AND 0.9 M
 JD2876'(3.0 FT) HIGHER THAN THE STATION.
 JD2876'THE AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--MEDLOCK 2 1983--SET
 JD2876'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH
 JD2876'WITH THE GROUND.  IT IS 8.1 M (26.6 FT) EAST OF THE CENTERLINE OF A
 JD2876'ROAD, 1.98 M (6.50 FT) NW OF THE SOUTH END OF A PIPE FENCE, 2.25 M
 JD2876'(7.38 FT) NE OF A WOODEN FENCE CORNER POST, 1.1 M (3.6 FT) WEST OF A
 JD2876'WITNESS POST AND PIPE FENCE.  IT IS 459.259 M (1506.752 FT) FROM THE
 JD2876'MAIN STATION AT 170 DEG 14 MIN 12.7 SEC AZIMUTH AND REACHED BY GOING
 JD2876'SOUTH ON THE GRAVELED ROAD FROM THE STATION 0.45 KM (0.28 MI) TO THE
 JD2876'MARK ON THE LEFT AT AN OFFSET FENCE CORNER.
 JD2876'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 JD2876'LARGE DIFFERENCES IN ELEVATION AND FARM EQUIPMENT ON LINE.
 JD2876'DATE OF REPORT 11-30-1992
 JD2876'STATION  MEDLOCK 2 1983
 JD2876'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2876'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHWEST OF JEFFERSON
 JD2876'CITY MO IN THE YARD OF MR. NELSON PORTER, 252 HIGH POINT RD.,
 JD2876'JEFFERSON CITY, MO  65109, TEL 314-584-3437.  IT IS A STANDARD NGS
 JD2876'HORIZONTAL CONTROL DISK STAMPED--MEDLOCK 2 1983--SET IN A 12 INCH RND
 JD2876'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE YARD. IT IS 138.0 FT
 JD2876'(42.1 M) SSW OF THE SOUTHWEST CORNER OF A METAL BLDG., 141.0 FT
 JD2876'(43.0 M) WEST OF THE NORTHWEST CORNER OF THE STABLE BARN, 30 FT
 JD2876'(9.1 M) WEST OF THE CENTERLINE OF THE DRIVE TO THE METAL BUILDING
 JD2876'AND HOUSE, 30 FT (9.1 M) NORTH OF THE CENTERLINE OF A DRIVE TO STABLE
 JD2876'BARN AND ON THE NORTHEAST SIDE OF A SHRUB.
 JD2876'THE AZIMUTH MARK IS A STANDARD NGS AZIMUTH DISK SET IN A 12 INCH ROUND
 JD2876'CONCRETE MONUMENT FLUSH WITH THE GROUND AT AN OFFSET FENCE CORNER ON
 JD2876'THE EAST SIDE OF HIGH POINT RD. ABOUT .25 MI (0.40 KM) SOUTH OF THE
 JD2876'STATION. IT IS STAMPED--MEDLOCK 2 1983.  IT IS 26.5 FT (8.1 M) EAST
 JD2876'OF THE CENTERLINE OF THE ROAD, 3.7 FT (1.1 M) WEST OF A WITNESS
 JD2876'POST AND STEEL PIPE FENCE, 6.5 FT (2.0 M) NORTHWEST OF THE MOST
 JD2876'SOUTHERLY STEEL POST AND 7.0 FT (2.1 M) NORTHEAST OF A WOODEN CORNER
 JD2876'POST OF FENCES EAST AND SOUTH.
 JD2876'STATION AND AZIMUTH MARK TO REACH
 JD2876'TO REACH THE AZIMUTH MARK FROM THE CENTER OF THE U.S. HWY. 50
 JD2876'INTERCHANGE WITH ROUTES T AND D ABOUT 7.5 MI (12.1 KM) WEST OF
 JD2876'JEFFERSON CITY, MO GO NORTH ON ROUTE T FOR 0.25 MI (0.40 KM) TO THE
 JD2876'JUNCTION WITH OLD U.S. HWY. 50.  CONTINUE NORTH ON ROUTE T FOR 2.65
 JD2876'MI (4.26 KM) TO A Y-JUNCTION WITH MIST RD ON LEFT.  VEER LEFT AND
 JD2876'FOLLOW MIST RD. NORTHWESTERLY AND WESTERLY FOR 0.55 MI (0.89 KM) TO A
 JD2876'T-JUNCTION WITH HIGH POINT RD.  TURN RIGHT AND GO NORTH ON HIGH POINT
 JD2876'FOR 0.25 MI (0.40 KM) TO AZIMUTH MARK ON THE RIGHT AT OFFSET IN FENCE
 JD2876'AS DESCRIBED.
 JD2876'TO REACH THE STATION FROM THE AZIMUTH MARK CONTINUE NORTH ON HIGH
 JD2876'POINT FOR 0.3 MI (0.5 KM) TO A CURVE LEFT AND STATION SITE ON THE
 JD2876'RIGHT.
 JD2876
 JD2876                          STATION RECOVERY (1992)
 JD2876
 JD2876'RECOVERED 1992
 JD2876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2877 ***********************************************************************
 JD2877  DESIGNATION -  MEDLOCK 2 AZ MK
 JD2877  PID         -  JD2877
 JD2877  STATE/COUNTY-  MO/COLE
 JD2877  USGS QUAD   -  HARTSBURG (1981)
 JD2877
 JD2877                         *CURRENT SURVEY CONTROL
 JD2877  ___________________________________________________________________
 JD2877* NAD 83(1997)-  38 37 56.44653(N)    092 20 02.38850(W)     ADJUSTED  
 JD2877* NAVD 88     -       239.5    (meters)     786.     (feet)  VERTCON   
 JD2877  ___________________________________________________________________
 JD2877  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 JD2877  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JD2877
 JD2877  HORZ ORDER  -  THIRD
 JD2877
 JD2877.The horizontal coordinates were established by classical geodetic methods
 JD2877.and adjusted by the National Geodetic Survey in February 2000..
 JD2877
 JD2877.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2877
 JD2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2877
 JD2877.The geoid height was determined by GEOID03.
 JD2877
 JD2877;                    North         East     Units Scale Factor Converg.
 JD2877;SPC MO C     -   310,632.618   514,453.423   MT  0.99993590   +0 06 13.1
 JD2877;UTM  15      - 4,276,189.284   557,967.933   MT  0.99964138   +0 24 56.9
 JD2877
 JD2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2877!SPC MO C     -   0.99996750  x   0.99993590  =   0.99990340
 JD2877!UTM  15      -   0.99996750  x   0.99964138  =   0.99960889
 JD2877
 JD2877                          SUPERSEDED SURVEY CONTROL
 JD2877
 JD2877  NAD 83(1986)-  38 37 56.45443(N)    092 20 02.39677(W) AD(       ) 3
 JD2877  NGVD 29 (09/27/93)  239.5    (m)          786.     (f) VERT ANG       
 JD2877
 JD2877.Superseded values are not recommended for survey control.
 JD2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2877.See file dsdata.txt to determine how the superseded data were derived.
 JD2877
 JD2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5796876189(NAD 83)
 JD2877_MARKER: DZ = AZIMUTH MARK DISK
 JD2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2877_SP_SET: CONCRETE POST
 JD2877_STAMPING: MEDLOCK 2 1983
 JD2877_MARK LOGO: NGS   
 JD2877_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2877+STABILITY: SURFACE MOTION
 JD2877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2877+SATELLITE: SATELLITE OBSERVATIONS - 1983
 JD2877
 JD2877  HISTORY     - Date     Condition        Report By
 JD2877  HISTORY     - 1983     MONUMENTED       NGS
 JD2877
 JD2877                          STATION DESCRIPTION
 JD2877
 JD2877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JD2877'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) WNW OF JEFFERSON
 JD2877'CITY,2.8 KMNNW OF ELSTON AND ON THE EAST RIGHT OF WAY OF A GRAVELED
 JD2877'ROAD.
 JD2877'TO REACH THE STATION FROM THE CROSSING OF THE MOPAC RR AND STATE ROAD
 JD2877'T, IN ELSTON, GO NORTH ON ROAD T FOR 1.77 KM (1.10 MI) TO MIST ROAD
 JD2877'ON THE LEFT. TURN LEFT AND GO NORTHWEST AND WEST ON MIST ROAD FOR
 JD2877'0.89 KM (0.55 MI) TO A T-ROAD.  TURN RIGHT AND GO NORTH ON A
 JD2877'GRAVELLED ROAD FOR 0.40 KM (0.25 MI) TO THE STATION ON THE RIGHT, AT
 JD2877'AN OFFSET FENCE CORNER.
 JD2877'THE STATION IS A STANDARD NGS DISK STAMPED--MEDLOCK 2 1983--SET INTO
 JD2877'THE TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE
 JD2877'GROUND.  IT IS 8.1 M (26.6 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 JD2877'1.98 M (6.50 FT) NORTHWEST FROM THE SOUTH END OF A PIPE FENCE, 2.25 M
 JD2877'(7.38 FT) NORTHEAST FROM A WOODEN FENCE CORNER POST, AND 1.1 M
 JD2877'(3.6 FT) WEST FROM A WITNESS POST AND THE PIPE FENCE.
 JD2877'NO UNDERGROUND MARK WAS SET FOR THE STATION BECAUSE WATER KEPT RUNNING
 JD2877'INTO THE HOLE.  THE MARK RESTS ON ROCK.
 JD2877'STATION WAS POSITIONED BY ELECTRONIC TRAVERSE FROM STATION MEDLOCK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2489 ***********************************************************************
 JD2489  DESIGNATION -  MEDLOCK RESET
 JD2489  PID         -  JD2489
 JD2489  STATE/COUNTY-  MO/COLE
 JD2489  USGS QUAD   -  HARTSBURG (1981)
 JD2489
 JD2489                         *CURRENT SURVEY CONTROL
 JD2489  ___________________________________________________________________
 JD2489* NAD 83(1997)-  38 38 13.42587(N)    092 20 14.14645(W)     ADJUSTED  
 JD2489* NAVD 88     -       267.0    (meters)     876.     (feet)  VERTCON   
 JD2489  ___________________________________________________________________
 JD2489  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 JD2489  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JD2489
 JD2489  HORZ ORDER  -  FIRST
 JD2489
 JD2489.The horizontal coordinates were established by classical geodetic methods
 JD2489.and adjusted by the National Geodetic Survey in February 2000..
 JD2489
 JD2489.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2489
 JD2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2489
 JD2489.The geoid height was determined by GEOID03.
 JD2489
 JD2489;                    North         East     Units Scale Factor Converg.
 JD2489;SPC MO C     -   311,155.644   514,168.124   MT  0.99993580   +0 06 05.8
 JD2489;UTM  15      - 4,276,710.594   557,679.874   MT  0.99964097   +0 24 49.7
 JD2489
 JD2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2489!SPC MO C     -   0.99996320  x   0.99993580  =   0.99989900
 JD2489!UTM  15      -   0.99996320  x   0.99964097  =   0.99960418
 JD2489
 JD2489|---------------------------------------------------------------------|
 JD2489| PID    Reference Object                     Distance      Geod. Az  |
 JD2489|                                                           dddmmss.s |
 JD2489| CN7418 MEDLOCK RM 1                         23.960 METERS 01021     |
 JD2489| JD2876 MEDLOCK 2                           218.236 METERS 10859     |
 JD2489| CN7417 MEDLOCK AZ MK                                      1110122.9 |
 JD2489| JD2481 JEFFERSON CITY MUN STANDPIPE        APPROX.14.6 KM 1125224.4 |
 JD2489| JD2483 JEFFERSON CITY MO POWER N STK       APPROX.15.4 KM 1133434.8 |
 JD2489| JD2486 JEFFERSON CITY MO POWER S STK       APPROX.15.4 KM 1133717.9 |
 JD2489| JD2487 JEFFERSON CITY MO CAPITOL DOME      APPROX.15.7 KM 1140643.5 |
 JD2489| JD2479 JEFFERSON CITY INST WOMEN TANK      APPROX.17.4 KM 1142429.3 |
 JD2489| JD2478 JEFFERSON CITY STATE HWY PATROL MAS APPROX.20.4 KM 1153735.1 |
 JD2489| JD2480 JEFFERSON CITY RAD STA KWOS         APPROX.13.0 KM 1171131.0 |
 JD2489| CN7419 MEDLOCK RM 2                         30.639 METERS 13745     |
 JD2489| CN7420 MEDLOCK RM 3                          7.997 METERS 19521     |
 JD2489|---------------------------------------------------------------------|
 JD2489
 JD2489                          SUPERSEDED SURVEY CONTROL
 JD2489
 JD2489  NAD 83(1986)-  38 38 13.43639(N)    092 20 14.15036(W) AD(       ) 1
 JD2489  NAD 27      -  38 38 13.33480(N)    092 20 13.47350(W) AD(       ) 1
 JD2489  NGVD 29 (07/19/86)  266.9    (m)          876.     (f) VERT ANG       
 JD2489
 JD2489.Superseded values are not recommended for survey control.
 JD2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2489.See file dsdata.txt to determine how the superseded data were derived.
 JD2489
 JD2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5768076711(NAD 83)
 JD2489_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2489_SP_SET: CONCRETE POST
 JD2489_STAMPING: MEDLOCK 1879
 JD2489_MARK LOGO: CGS   
 JD2489_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2489+STABILITY: SURFACE MOTION
 JD2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JD2489+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1983
 JD2489
 JD2489  HISTORY     - Date     Condition        Report By
 JD2489  HISTORY     - 1946     MONUMENTED       CGS
 JD2489  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JD2489  HISTORY     - 1946     POOR             CGS
 JD2489  HISTORY     - 1949     GOOD             CGS
 JD2489  HISTORY     - 1971     GOOD             NGS
 JD2489  HISTORY     - 19830510 SEE DESCRIPTION  NGS
 JD2489
 JD2489                          STATION DESCRIPTION
 JD2489
 JD2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2489'STATION FOUND 2.1 MILES N OF W OF ELSTON (NOT ELTON), IN NE
 JD2489'CORNER OF SW 1/4 SEC. 22, T. 45 N., R 13 W., ON LAND STILL
 JD2489'OWNED BY L.M. CHAMBERS, AND NOW GROWING IN CORN.  OTHER OLD TIES
 JD2489'STILL HOLD.  STATION IS 94 FEET E OF LOG CABIN ON W SIDE OF ROAD,
 JD2489'24 FEET E OF FENCE ON E SIDE OF ROAD N, 98 FEET N OF FENCE ON S
 JD2489'SIDE OF ROAD E, 69 FEET W OF N OF 15-INCH WALNUT TREE IN
 JD2489'RIGHT-OF-WAY FENCE ON INSIDE OF TURN IN ROAD, AND 188-1/2 FEET
 JD2489'SW OF 24-INCH LONE WALNUT TREE NEAR N SIDE OF FIELD.  STATION
 JD2489'POST EXTENDS 2 INCHES AND IS SPLIT NEAR CENTER, BUT MARKER
 JD2489'DISK IS FIRM.  WITNESS POST EXTEND 4 INCHES AND DO NOT HAVE
 JD2489'REFERENCE DISKS.
 JD2489
 JD2489                          STATION RECOVERY (1946)
 JD2489
 JD2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FRG)
 JD2489'STATION IS 2.3 MI. NW BY GRAVEL ROAD FROM THE POST OFFICE AT
 JD2489'ELSTON, ON TOP OF A RIDGE NEAR THE W END OF A HAY FIELD IN A BEND
 JD2489'OF THE ROAD WHERE THE ROAD MAKES A RIGHT-ANGLE TURN TO THE N.
 JD2489'DISTANCE TO ROAD AND HOUSE SAME AS IN DESCRIPTION OF 1922.
 JD2489'PROPERTY OWNED BY E.L. CHAMBERS.
 JD2489'
 JD2489'STATION MARK STONE POST FOUND CRACKED WITH BRONZE DISK LOOSE
 JD2489'IN DRILL HOLE.  POINT WAS HELD AND STONE POST DUG UP AND SUBSURFACE
 JD2489'MARK RECOVERED IN GOOD CONDITION.  SURFACE BRONZE DISK RESET IN
 JD2489'CONCRETE MONUMENT CENTERED OVER SUBSURFACE BOTTLE MARK.
 JD2489'
 JD2489'STONE REFERENCE POSTS WITH INSCRIBED ARROW ALONG DIAGONAL ARE,
 JD2489'RESPECTIVELY, 4.81 FT. N AND 4.89 FT. S OF THE STATION MARK
 JD2489'(DISTANCE MEASURED TO THE CENTER POINT OF EACH STONE).
 JD2489'
 JD2489'THERE ARE NO STANDARD REFERENCE DISKS SET IN THE REFERENCE POSTS.
 JD2489'
 JD2489'TO REACH THE STATION FROM JEFFERSON CITY, PROCEED W ON U.S.
 JD2489'HIGHWAY 50 FOR 8.5 MI., TURN N ON A GRAVEL ROAD (COLE COUNTY
 JD2489'HIGHWAY T) FOR 1.6 MI. TO THE POST OFFICE AT ELSTON, CONTINUE N
 JD2489'FOR 0.15 MI. TO A CROSSROAD, TURN W AND PROCEED 0.35 MI. TO A
 JD2489'FORK, THEN N FOR 0.35 MI. TO A BEND W, CONTINUE FOR 0.25 MI.
 JD2489'AND A BEND N, CONTINUE FOR 1.15 MI,. TO THE CHAMBERS HOUSE AT A
 JD2489'HILLTOP, TURN W FOR 0.15 MI., THEN N TO THE STATION ON THE
 JD2489'RIGHT JUST AROUND THE BEND, AND 42.0 FT. E OF THE ROAD.
 JD2489
 JD2489                          STATION RECOVERY (1949)
 JD2489
 JD2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2489'THE STATION WAS RECOVERED AND THE STATION MARK AND THE TWO
 JD2489'WITNESS POSTS WERE IN GOOD CONDITION.  TWO 1949 REFERENCE MARKS
 JD2489'AND A AZIMUTH MARK WERE SET.  A NEW DESCRIPTION FOLLOWS.
 JD2489'
 JD2489'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH-NORTHWEST OF ELSTON,
 JD2489'4.0 MILES SOUTHEAST OF MARION, IN THE SOUTHWEST CORNER OF A FIELD
 JD2489'WHERE THE ROAD MAKES A RIGHT ANGLE TURN TO THE NORTH.  IT IS
 JD2489'74 FEET NORTH OF THE CENTERLINE OF THE ROAD, 42 FEET EAST OF
 JD2489'THE CENTERLINE OF THE ROAD AND 10 FEET NORTHEAST OF A WITNESS
 JD2489'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JD2489'MEDLOCK 1879.
 JD2489'
 JD2489'REFERENCE MARK NO. 1 IS 78.61 FEET NORTH-NORTHEAST OF THE
 JD2489'STATION, 59 FEET EAST OF THE SOUTHWEST FENCE CORNER OF PASTURE
 JD2489'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 3 INCHES
 JD2489'AND THE DISK IS STAMPED MEDLOCK NO 1 1949.
 JD2489'
 JD2489'REFERENCE MARK NO. 2 IS 100.54 FEET SOUTHEAST OF THE STATION
 JD2489'AND 25 FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE MARK
 JD2489'PROJECTS 3 INCHES AND THE DISK IS STAMPED MEDLOCK NO 2 1949.
 JD2489'
 JD2489'AZIMUTH MARK IS ABOUT 0.15 MILE EAST-SOUTHEAST OF THE STATION,
 JD2489'103 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 38
 JD2489'FEET EAST OF THE CENTERLINE OF THE ROAD CURVE, 6 FEET NORTH
 JD2489'OF A FENCE CORNER AND 4 FEET NORTHEAST OF A WITNESS POST.
 JD2489'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MEDLOCK 1949.
 JD2489'
 JD2489'TO REACH FROM THE POST OFFICE IN MARION, GO SOUTHEAST ON COUNTY
 JD2489'ROUTE A 2.35 MILES TO THE JUNCTION OF COUNTY ROUTES A AND Z,
 JD2489'TURN LEFT ON ROUTE A 0.8 MILE TO A T ROAD RIGHT, TURN RIGHT
 JD2489'(SOUTH) 0.45 MILE TO A CHURCH ON THE RIGHT, KEEP STRAIGHT AHEAD
 JD2489'ON MAIN ROAD 2.05 MILES TO A HOUSE ON THE RIGHT AT A POINT
 JD2489'WHERE THE ROAD TURNS LEFT (EAST) AND THE STATION ON THE LEFT.
 JD2489'
 JD2489'TO REACH THE AZIMUTH FROM THE STATION, GO EAST 0.15 MILE TO THE
 JD2489'MARK 103 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE.
 JD2489'
 JD2489'OBSERVATIONS TAKEN FROM A 64 FOOT TOWER.
 JD2489
 JD2489                          STATION RECOVERY (1971)
 JD2489
 JD2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2489'THE STATION MARK, REFERENCE MARK NO. 2, WITNESS POST NORTH 4.70
 JD2489'FEET (LEANING SLIGHTLY), WITNESS POST SOUTH 4.86 FEET, AND THE
 JD2489'AZIMUTH MARK WERE RECOVERED AND FOUND GOOD CONDITION EXCEPT
 JD2489'THE OLD WITNESS POST NORTH IS LEANING.  REFERENCE MARK NO. 1
 JD2489'WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATION FROM OLD
 JD2489'TIES SHOW THE MARK WAS DESTROYED BY CLEARING OPERATIONS.  THE
 JD2489'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 CHECKED.  THE
 JD2489'ANGLE BETWEEN THE INTERSECTIONS STATION CHECKED BUT THE
 JD2489'DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK BY 10.9 SECONDS,
 JD2489'ERROR IN DIRECTION COULD BE CAUSED BY STRONG WEST WIND
 JD2489'DURING OBSERVATIONS.
 JD2489'
 JD2489'REFERENCE MARK NO. 3 WAS SET.
 JD2489'
 JD2489'FOLLOWING IS A NEW DESCRIPTION.
 JD2489'
 JD2489'TO REACH THE STATION FROM THE STORE AT MARION, GO SOUTHERLY
 JD2489'ON STATE HIGHWAY 127 FOR 2.4 MILES TO THE JUNCTION OF STATE ROAD
 JD2489'Z.  CONTINUE SOUTH ON STATE HIGHWAY 127 FOR 0.8 MILE TO A SIDE
 JD2489'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON A GRAVELED ROAD
 JD2489'FOR 0.5 MILE TO A CHURCH ON THE RIGHT.  CONTINUE SOUTHERLY ON
 JD2489'THE GRAVELED ROAD FOR 2.05 MILES TO WHERE THE ROAD CURVES EAST
 JD2489'AND THE STATION ON THE LEFT.  (CONTINUE EAST ON THE GRAVELED
 JD2489'ROAD FOR 0.15 MILE TO MR. PORTERS FARMHOUSE AND THE AZIMUTH
 JD2489'MARK ON THE LEFT).
 JD2489'
 JD2489'STATION MARK, A STANDARD DISK STAMPED MEDLOCK 1879, IS SET IN
 JD2489'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 JD2489'IS 74 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 42 FEET EAST
 JD2489'OF THE CENTER OF THE SAME ROAD, 27.5 FEET NORTHEAST OF THE
 JD2489'CENTER ONE OF THREE BRACE FENCE POSTS, AND 15 FEET EAST OF A
 JD2489'METAL WITNESS POST SET IN A FENCE LINE.  THE UNDERGROUND
 JD2489'MARK WAS NOT INSPECTED.
 JD2489'
 JD2489'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MEDLOCK NO. 2
 JD2489'1949, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JD2489'3 INCHES.  IT IS 25 FEET NORTH OF THE CENTER OF THE GRAVELED
 JD2489'ROAD AND 3.5 FEET NORTH OF THE FENCE.
 JD2489'
 JD2489'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MEDLOCK 1879
 JD2489'NO. 3 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 JD2489'PROJECTS 5 INCHES.  IT IS 22 FEET EAST OF THE CENTER OF THE
 JD2489'ROAD, 2 FEET NORTH OF THE CENTER ONE OF THREE BRACE FENCE
 JD2489'POSTS, AND 0.5 FEET WEST OF THE FENCE.
 JD2489'
 JD2489'AZIMUTH MARK, A STANDARD DISK STAMPED MEDLOCK 1949, IS SET IN
 JD2489'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 JD2489'IT IS 103 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. PORTERS
 JD2489'HOUSE, 25 FEET SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER,
 JD2489'12.5 FEET SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO A BARN,
 JD2489'AND 3.5 FEET SOUTH OF A LARGE FENCE POST AT A JOG IN FENCELINE.
 JD2489
 JD2489                          STATION RECOVERY (1983)
 JD2489
 JD2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JD2489'IN 1983 THE SURFACE STATION MARK AND REFERENCE MARKS 2 AND 3 WEREFOUND
 JD2489'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 JD2489'IT WAS PROBABLY DESTROYED DURING GRADING OPERATIONS FOR A NEW BARN.
 JD2489'THE PLACE THE STATION MARKS AND REFERENCE MARKS ARE SITUATED IS TO
 JD2489'BE CUT DOWN ABOUT 6 FEET FOR NEW FARM BUILDING CONSTRUCTION,
 JD2489'THEREFORE STATION MEDLOCK 2, REFERENCE MARKS 4 AND 5, AND MEDLOCK 2
 JD2489'AZ MK HAVE BEEN ESTABLISHED.  ALL MARKS FOR THE ORIGINAL STATION WERE
 JD2489'DESTROYED.  THE DISTANCE AND DIRECTION TO RM 2 AGREED WITH 1971 DATA
 JD2489'BUT THE DISTANCE TO RM 3 WAS 0.012M SHORTER AND THE DIRECTION WAS 3
 JD2489'MINUTES, 31 SECONDS LARGER.  A CHECK ANGLE WAS OBTAINED TO DISTANT
 JD2489'OBJECTS.
 JD2489'FOR ADDITIONAL DETAILS, SEE THE DESCRIPTION FOR MEDLOCK 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1375 ***********************************************************************
 HD1375  DESIGNATION -  MEINERT ZION LUTH CH CROSS
 HD1375  PID         -  HD1375
 HD1375  STATE/COUNTY-  MO/DADE
 HD1375  USGS QUAD   -  KINGS POINT (1956)
 HD1375
 HD1375                         *CURRENT SURVEY CONTROL
 HD1375  ___________________________________________________________________
 HD1375* NAD 83(1997)-  37 20 09.00411(N)    093 59 28.07772(W)     ADJUSTED  
 HD1375* NAVD 88     -                                                        
 HD1375  ___________________________________________________________________
 HD1375  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 HD1375  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HD1375
 HD1375  HORZ ORDER  -  THIRD
 HD1375
 HD1375.The horizontal coordinates were established by classical geodetic methods
 HD1375.and adjusted by the National Geodetic Survey in February 2000..
 HD1375
 HD1375
 HD1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1375
 HD1375.The geoid height was determined by GEOID03.
 HD1375
 HD1375;                    North         East     Units Scale Factor Converg.
 HD1375;SPC MO W     -   129,859.871   895,092.648   MT  0.99996621   +0 18 31.1
 HD1375;UTM  15      - 4,132,589.227   412,201.104   MT  0.99969495   -0 36 04.1
 HD1375
 HD1375                          SUPERSEDED SURVEY CONTROL
 HD1375
 HD1375  NAD 83(1997)-  37 20 09.00462(N)    093 59 28.07779(W) AD(       ) 4
 HD1375  NAD 83(1997)-  37 20 09.01474(N)    093 59 28.07891(W) AD(       ) 4
 HD1375  NAD 83(1986)-  37 20 09.01688(N)    093 59 28.07639(W) AD(       ) 4
 HD1375  NAD 27      -  37 20 08.83500(N)    093 59 27.29800(W) AD(       ) 3
 HD1375
 HD1375.Superseded values are not recommended for survey control.
 HD1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1375.See file dsdata.txt to determine how the superseded data were derived.
 HD1375
 HD1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB1220132589(NAD 83)
 HD1375_MARKER: 91 = CHURCH CROSS
 HD1375
 HD1375  HISTORY     - Date     Condition        Report By
 HD1375  HISTORY     - 1960     FIRST OBSERVED   CGS
 HD1375
 HD1375                          STATION DESCRIPTION
 HD1375
 HD1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1375'THE STATION IS THE CROSS ATOP THE BELFRY ON THE SMALL WHITE
 HD1375'FRAME CHURCH, 4 MILES SOUTH AND 2 MILES WEST OF LOCKWOOD,
 HD1375'0.1 MILE NORTH OF COUNTY ROAD F, AND 60 FEET WEST OF THE
 HD1375'CENTERLINE OF A GRAVEL ROAD.  THE CHURCH FACES EAST AND IS
 HD1375'ABOUT 55 FEET HIGH.  TRIANGULATION STATION ZION IS APPROXIMATELY
 HD1375'100 FEET NORTHWEST OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1742 ***********************************************************************
 GD1742  DESIGNATION -  MEMORIAL
 GD1742  PID         -  GD1742
 GD1742  STATE/COUNTY-  MO/PEMISCOT
 GD1742  USGS QUAD   -  CARUTHERSVILLE (1983)
 GD1742
 GD1742                         *CURRENT SURVEY CONTROL
 GD1742  ___________________________________________________________________
 GD1742* NAD 83(1997)-  36 10 26.98508(N)    089 40 33.24232(W)     ADJUSTED  
 GD1742* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 GD1742  ___________________________________________________________________
 GD1742  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GD1742  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1742
 GD1742  HORZ ORDER  -  SECOND
 GD1742
 GD1742.This mark is at Caruthersville Mem Airport (M05)
 GD1742
 GD1742.The horizontal coordinates were established by classical geodetic methods
 GD1742.and adjusted by the National Geodetic Survey in February 2000..
 GD1742
 GD1742.The orthometric height was scaled from a topographic map.
 GD1742
 GD1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1742
 GD1742.The geoid height was determined by GEOID03.
 GD1742
 GD1742;                    North         East     Units Scale Factor Converg.
 GD1742;SPC MO E     -    38,130.274   324,135.955   MT  1.00000103   +0 29 11.2
 GD1742;SPC TN       -   210,449.441   269,386.526   MT  0.99996597   -2 09 07.3
 GD1742;SPC TN       -   690,449.54    883,812.29   sFT  0.99996597   -2 09 07.3
 GD1742;UTM  16      - 4,006,584.458   259,332.079   MT  1.00031373   -1 34 48.7
 GD1742
 GD1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1742!SPC MO E     -   0.99999173  x   1.00000103  =   0.99999276
 GD1742!SPC TN       -   0.99999173  x   0.99996597  =   0.99995770
 GD1742!UTM  16      -   0.99999173  x   1.00031373  =   1.00030546
 GD1742
 GD1742:                Primary Azimuth Mark                     Grid Az
 GD1742:SPC MO E     -  CARUTHERSVILLE CABLE TV MAST             016 24 59.8
 GD1742:SPC TN       -  CARUTHERSVILLE CABLE TV MAST             019 03 18.3
 GD1742:UTM  16      -  CARUTHERSVILLE CABLE TV MAST             018 28 59.7
 GD1742
 GD1742|---------------------------------------------------------------------|
 GD1742| PID    Reference Object                     Distance      Geod. Az  |
 GD1742|                                                           dddmmss.s |
 GD1742| GD1747 CARUTHERSVILLE CABLE TV MAST        APPROX. 3.2 KM 0165411.0 |
 GD1742| GD1733 CARUTHERSVILLE MUNICIPAL TANK       APPROX. 1.4 KM 0323107.6 |
 GD1742| CG4560 MEMORIAL AZ MK                                     0480334.4 |
 GD1742| CG4565 MEMORIAL RM 4                        27.310 METERS 06805     |
 GD1742| CG4562 MEMORIAL RM 1                        16.072 METERS 07500     |
 GD1742| CG4566 MEMORIAL RM 5                        27.596 METERS 12144     |
 GD1742| CG4564 MEMORIAL RM 3                         7.328 METERS 16637     |
 GD1742| GD1740 HAYTI S MUNICIPAL TANK              APPROX. 8.9 KM 3130451.7 |
 GD1742| CG4561 MEMORIAL AZ MK 2                                   3305844.5 |
 GD1742| CG4563 MEMORIAL RM 2                        16.522 METERS 33152     |
 GD1742| GD1734 CARUTHERSVILLE RADIO KCRV MAST      APPROX. 4.5 KM 3425912.6 |
 GD1742|---------------------------------------------------------------------|
 GD1742
 GD1742                          SUPERSEDED SURVEY CONTROL
 GD1742
 GD1742  NAD 83(1997)-  36 10 26.98520(N)    089 40 33.24235(W) AD(       ) 2
 GD1742  NAD 83(1997)-  36 10 26.98535(N)    089 40 33.24253(W) AD(       ) 2
 GD1742  NAD 83(1997)-  36 10 26.99140(N)    089 40 33.24160(W) AD(       ) 2
 GD1742  NAD 83(1997)-  36 10 26.98783(N)    089 40 33.24089(W) AD(       ) 2
 GD1742  NAD 83(1986)-  36 10 26.99547(N)    089 40 33.24088(W) AD(       ) 2
 GD1742  NAD 27      -  36 10 26.74840(N)    089 40 32.95270(W) AD(       ) 2
 GD1742
 GD1742.Superseded values are not recommended for survey control.
 GD1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1742.See file dsdata.txt to determine how the superseded data were derived.
 GD1742
 GD1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5933206584(NAD 83)
 GD1742_MARKER: DS = TRIANGULATION STATION DISK
 GD1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1742
 GD1742  HISTORY     - Date     Condition        Report By
 GD1742  HISTORY     - 1953     MONUMENTED       CGS
 GD1742  HISTORY     - 1970     GOOD             NGS
 GD1742  HISTORY     - 1971     GOOD             NGS
 GD1742  HISTORY     - 20040210 MARK NOT FOUND   USACE
 GD1742
 GD1742                          STATION DESCRIPTION
 GD1742
 GD1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1742'THE STATION IS LOCATED ON THE CARUTHERSVILLE MEMORIAL AIRPORT AT THE
 GD1742'SOUTHWEST EDGE OF THE CITY OF CARUTHERSVILLE, 145 FEET NORTHWEST OF
 GD1742'THE WEST END OF THE AIRPORT OFFICE AND 143 FEET WEST SOUTHWEST OF A
 GD1742'POWER LINE POLE.  IT IS SET FLUSH AND IS STAMPED MEMORIAL 1953.
 GD1742'
 GD1742'REFERENCE MARK NO. 1 IS 142 FEET NORTH NORTHWEST OF THE WEST END OF
 GD1742'THE AIRPORT OFFICE AND 96 FEET WEST OF A POWER LINE POLE.  IT IS SET
 GD1742'FLUSH AND IS STAMPED MEMORIAL NO 1 1953.
 GD1742'
 GD1742'REFERENCE MARK NO. 2 IS 200 FEET NORTHWEST OF THE WEST END OF THE
 GD1742'AIRPORT OFFICE AND 180 FEET WEST OF THE POWER LINE POLE.  IT IS SET
 GD1742'FLUSH AND IS STAMPED MEMORIAL NO 2 1953.
 GD1742'
 GD1742'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 83.72 FEET.
 GD1742'
 GD1742'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF COUNTY ROAD U AND
 GD1742'1 FOOT WEST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 GD1742'MEMORIAL 1953.
 GD1742'
 GD1742'TO REACH THE STATION FROM THE POST OFFICE IN CARUTHERSVILLE GO
 GD1742'SOUTHEASTERLY ON STATE HIGHWAY 84 FOR 0.1 MILE TO COUNTY ROAD U,
 GD1742'TURN RIGHT AND GO SOUTH AND WEST ON COUNTY ROAD U FOR 1.8 MILES TO
 GD1742'THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON COUNTY ROAD U FOR
 GD1742'0.1 MILE TO THE ENTRANCE TO THE AIRPORT ON THE LEFT, TURN LEFT AND
 GD1742'GO SOUTH FOR 0.15 MILE TO THE STATION AND REFERENCE MARKS AS
 GD1742'DESCRIBED.
 GD1742
 GD1742                          STATION RECOVERY (1970)
 GD1742
 GD1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1742'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 GD1742'REFERENCE MARK 2 FOUND IN A CULTIVATED FIELD AND THE DISK GONE.  THE
 GD1742'AZIMUTH MARK WAS FOUND OBSTRUCTED TO THE STATION AND THE DISK GONE.
 GD1742'A REFERENCE MARK 3 AND A NEW AZIMUTH MARK WERE SET, THE DISTANCE AND
 GD1742'DIRECTION TO REFERENCE MARK 1 CHECKED.  A NEW DESCRIPTION
 GD1742'FOLLOWS.
 GD1742'
 GD1742'THE STATION IS LOCATED AT THE CARUTHERSVILLE MEMORIAL AIRPORT, 143
 GD1742'FEET WEST OF A POWER TRANSFORMER POLE, 64 FEET WEST OF THE
 GD1742'CENTERLINE OF DRIVEWAY, 45 FEET NORTHWEST OF NORTHEAST CORNER OF A
 GD1742'METAL HANGAR, 37 FEET WEST OF A UTILITY POLE, 27 FEET
 GD1742'NORTHEAST OF THE NORTHWEST CORNER OF THE HANGAR, 1 FOOT SOUTH
 GD1742'OF A METAL WITNESS POST AND 145 FEET NORTHWEST OF THE WEST END OF
 GD1742'THE AIRPORT OFFICE BUILDING. THE MONUMENT IS 2 INCHES UNDERGROUND AND
 GD1742'THE DISK IS STAMPED MEMORIAL 1953.
 GD1742'
 GD1742'REFERENCE MARK 1 IS 96 FEET WEST OF THE POWER POLE, 41 FEET NORTHEAST
 GD1742'OF THE NORTHEAST CORNER OF THE HANGAR, 22 FEET NORTHWEST OF THE
 GD1742'CENTERLINE OF THE DRIVE AND 16 FEET NORTHEAST OF THE UTILITY POLE.
 GD1742'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MEMORIAL NO 1 1953.
 GD1742'
 GD1742'REFERENCE MARK 3 IS 32 FEET WEST OF THE NORTHEAST CORNER OF THE
 GD1742'HANGAR, 18 FEET EAST OF THE NORTHWEST CORNER OF THE HANGAR AND 1
 GD1742'FOOT NORTH OF THE NORTH WALL OF SAME.  THE MONUMENT PROJECTS 5
 GD1742'INCHES AND THE DISK IS STAMPED MEMORIAL 1953 NO 3 1970.
 GD1742'
 GD1742'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GD1742'SOUTHEAST CORNER OF A CONCRETE ENTRANCE CURBING THAT PROJECTS 1
 GD1742'FOOT, 26 FEET EAST OF CENTERLINE OF DRIVEWAY, 18 FEET NORTH OF
 GD1742'CENTERLINE OF CO. RD. U, 12 FEET SOUTH OF A 14 INCH PECAN TREE AND 14
 GD1742'FEET SOUTHEAST OF A POWER TRANSFORMER POLE.  THE DISK IS STAMPED
 GD1742'MEMORIAL 1953 1970.
 GD1742'
 GD1742'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DRIVEWAY FOR
 GD1742'0.15 MILE TO COUNTY ROAD U.  TURN LEFT AND GO WEST ON ROAD U FOR
 GD1742'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GD1742'
 GD1742'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1742'
 GD1742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT SOUTHWEST EDGE
 GD1742'OF CARUTHERSVILLE.
 GD1742
 GD1742                          STATION RECOVERY (1971)
 GD1742
 GD1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GD1742'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3 AND
 GD1742'THE 1953 1970 AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 GD1742'CONDITION. DUE TO CONSTRUCTION OF A NEW TAXIWAY AT THE AIRPORT,
 GD1742'REFERENCE MARK NO. 1 WOULD BE DESTROYED BY GRADING, AND REFERENCE
 GD1742'MARK NO. 3 WOULD BE DESTROYED BY THE RAZING OF THE HANGAR.  THE
 GD1742'STATION MARK WILL BE BELOW THE SURFACE OF THE NEW TAXIWAY, BUT NOT
 GD1742'DISTURBED BY GRADING, AND THE AIRPORT MANAGER REQUESTED THAT THE
 GD1742'MARK BE LEFT IN ITS PRESENT POSITION AND PROTECTED BY A METAL
 GD1742'WELL WITH LID.  THE STATION WAS OCCUPIED AND ALL HORIZONTAL
 GD1742'ANGLES WERE OBSERVED AND THE DISTANCES TO THE REFERENCE MARKS
 GD1742'CHECKED, AFTER WHICH THE CONCRETE MONUMENTS FOR REFERENCE MARK NO.
 GD1742'1 AND REFERENCE MARK NO. 2 WERE DUG OUT AND RESET AT NEW LOCATIONS,
 GD1742'CEMENTED AROUND, AND THE DISK ALTERED TO READ 1953 NO 4 1971 AND
 GD1742'1953 NO 5 1971.  THE STATION WAS THEN AGAIN OCCUPIED AND THE
 GD1742'HORIZONTAL ANGLE BETWEEN POSITIONED INTERSECTION STATION
 GD1742'CARUTHERSVILLE, RADIO STATION KCRV MAST 1953 AND THE NEW REFERENCE
 GD1742'MARKS OBSERVED.
 GD1742'
 GD1742'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GD1742'
 GD1742'THE STATION IS LOCATED NEAR THE AIRPORT OFFICE BUILDING OF THE
 GD1742'CARUTHERSVILLE MEMORIAL AIRPORT, IN THE SOUTHWEST CORNER OF TOWN.
 GD1742'
 GD1742'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 84 AND COUNTY
 GD1742'ROUTE U NEAR THE SOUTHWEST CORNER OF CARUTHERSVILLE, GO WEST ON
 GD1742'COUNTY ROUTE U FOR 1.1 MILES TO THE ENTRANCE INTO MEMORIAL AIRPORT ON
 GD1742'THE LEFT.  HERE TURN LEFT AND GO SOUTHERLY ON THE AIRPORT DRIVE
 GD1742'FOR 0.15 OF A MILE TO THE AIRPORT OFFICE DEAD AHEAD, AND THE
 GD1742'STATION ON THE RIGHT IN TAXIWAY AS DESCRIBED.
 GD1742'
 GD1742'THE STATION IS 193 FEET NORTH-NORTHWEST OF THE WEST END OF THE
 GD1742'CURVED FRONT OF THE AIRPORT OFFICE BUILDING, 144 FEET WEST OF A
 GD1742'GUYED POWERLINE TRANSFORMER POLE, 70 FEET WEST OF A POINT ON THE
 GD1742'PROJECTED PLANE OF THE OFFICE BUILDING, 67 FEET WEST OF THE
 GD1742'APPROXIMATE CENTER OF A GRAVELED LOOP DRIVE, AND 8 FEET WEST OF
 GD1742'THE APPROXIMATE CENTER OF THE TAXIWAY.  IT IS A STANDARD DISK SET
 GD1742'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT ABOUT 6 INCHES
 GD1742'BELOW THE SURFACE OF THE TAXIWAY, AND IS PROTECTED BY A 12-INCH,
 GD1742'ROUND, WATER METER BELL WITH A LOCKED METAL CAP, WHICH IS SET IN
 GD1742'CONCRETE AROUND AND OVER THE MARK AND FLUSH WITH THE TAXIWAY
 GD1742'SURFACE, AND THE DISK IS STAMPED MEMORIAL 1953.
 GD1742'
 GD1742'REFERENCE MARK NO. 4 IS 80 FEET SOUTHWEST OF A V FORMED BY THE
 GD1742'BEGINNING OF THE LOOP DRIVEWAY, 75 FEET WEST-NORTHWEST OF A GUYED
 GD1742'POWERLINE TRANSFORMER AND UTILITY POLE, 13 FEET NORTH OF THE
 GD1742'APPROXIMATE CENTER OF THE GRAVELED LOOP DRIVE, AND 0.9 OF A FOOT
 GD1742'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 GD1742'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1
 GD1742'INCH AND THE DISK IS STAMPED MEMORIAL 1953 NO 4 1971.
 GD1742'
 GD1742'REFERENCE MARK NO. 5 IS 89 FEET NORTHWEST OF THE NORTHEAST CORNER
 GD1742'OF THE AIRPORT OFFICE BUILDING, 75 FEET WEST-SOUTHWEST OF THE GUYED
 GD1742'POWERLINE TRANSFORMER AND UTILITY POLE, 74 FEET NORTH OF THE NORTH
 GD1742'DOOR OF THE AIRPORT OFFICE, 15 FEET EAST OF THE APPROXIMATE CENTER
 GD1742'OF THE GRAVELED LOOP DRIVE, AND 0.9 OF A FOOT EAST OF A METAL
 GD1742'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 GD1742'AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE
 GD1742'DISK IS STAMPED MEMORIAL 1953 NO 5 1971.
 GD1742'
 GD1742'THE AZIMUTH MARK IS 25 FEET EAST OF THE APPROXIMATE CENTER OF A
 GD1742'GRAVELED DRIVEWAY, 18 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY
 GD1742'ROUTE U, 14 FEET SOUTH-SOUTHEAST OF A POWERLINE TRANSFORMER POLE,
 GD1742'11 FEET SOUTH OF A 20-INCH PECAN TREE, AND 0.5 OF A FOOT WEST OF
 GD1742'THE EAST END OF A CURVED, CONCRETE CURBING.  IT IS A STANDARD DISK
 GD1742'CEMENTED IN A DRILL HOLE NEAR THE EAST END OF A CURVED, CONCRETE
 GD1742'ENTRANCE CURBING AND THE DISK IS STAMPED MEMORIAL 1953 1970.
 GD1742'
 GD1742'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE AIRPORT
 GD1742'DRIVE AND COUNTY ROUTE U, CONTINUE WESTERLY ON COUNTY ROUTE U FOR
 GD1742'0.2 OF A MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GD1742'
 GD1742'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 4 AND
 GD1742'REFERENCE MARK NO. 5 IS 81.32 FEET - 24.788 METERS.
 GD1742'
 GD1742'R.M. 1 AND R.M. 3 NOW DESTROYED.
 GD1742'
 GD1742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT SOUTHWEST EDGE
 GD1742'OF CARUTHERSVILLE.
 GD1742
 GD1742                          STATION RECOVERY (2004)
 GD1742
 GD1742'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0104 ***********************************************************************
 LE0104  DESIGNATION -  MEMPHIS BM
 LE0104  PID         -  LE0104
 LE0104  STATE/COUNTY-  MO/SCOTLAND
 LE0104  USGS QUAD   -  MEMPHIS (1982)
 LE0104
 LE0104                         *CURRENT SURVEY CONTROL
 LE0104  ___________________________________________________________________
 LE0104* NAD 83(1986)-  40 27 28.     (N)    092 10 14.     (W)     SCALED    
 LE0104* NAVD 88     -       244.058  (meters)     800.71   (feet)  ADJUSTED  
 LE0104  ___________________________________________________________________
 LE0104  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LE0104  DYNAMIC HT  -         243.934 (meters)     800.31  (feet)  COMP
 LE0104  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LE0104
 LE0104  VERT ORDER  -  SECOND    CLASS 0
 LE0104
 LE0104.The horizontal coordinates were scaled from a topographic map and have
 LE0104.an estimated accuracy of +/- 6 seconds.
 LE0104
 LE0104.The orthometric height was determined by differential leveling
 LE0104.and adjusted by the National Geodetic Survey in June 1991..
 LE0104
 LE0104.The geoid height was determined by GEOID03.
 LE0104
 LE0104.The dynamic height is computed by dividing the NAVD 88
 LE0104.geopotential number by the normal gravity value computed on the
 LE0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LE0104.degrees latitude (g = 980.6199 gals.).
 LE0104
 LE0104.The modeled gravity was interpolated from observed gravity values.
 LE0104
 LE0104;                    North         East    Units  Estimated Accuracy
 LE0104;SPC MO C     -   513,330.      527,940.      MT  (+/- 180 meters Scaled)
 LE0104
 LE0104                          SUPERSEDED SURVEY CONTROL
 LE0104
 LE0104  NGVD 29 (??/??/92)  244.067  (m)          800.74   (f) ADJ UNCH    2 0
 LE0104
 LE0104.Superseded values are not recommended for survey control.
 LE0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0104.See file dsdata.txt to determine how the superseded data were derived.
 LE0104
 LE0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE703788(NAD 83)
 LE0104_MARKER: DB = BENCH MARK DISK
 LE0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LE0104_STAMPING: MEMPHIS 1934
 LE0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0104+STABILITY: SURFACE MOTION
 LE0104
 LE0104  HISTORY     - Date     Condition        Report By
 LE0104  HISTORY     - 1934     MONUMENTED       CGS
 LE0104  HISTORY     - 1967     GOOD             NGS
 LE0104
 LE0104                          STATION DESCRIPTION
 LE0104
 LE0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LE0104'AT MEMPHIS.
 LE0104'AT MEMPHIS, SCOTLAND COUNTY, IN THE SOUTHWEST QUARTER OF THE
 LE0104'COUNTY COURTHOUSE GROUNDS, AT A DRINKING FOUNTAIN, AT THE
 LE0104'SOUTHWEST CORNER OF THE BOTTOM STEP, AND 1/2 FOOT HIGHER THAN
 LE0104'THE GROUND.  A STANDARD DISK, STAMPED MEMPHIS 1934 AND SET
 LE0104'IN THE TOP OF A CONCRETE POST.
 LE0104
 LE0104                          STATION RECOVERY (1967)
 LE0104
 LE0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LE0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0455 ***********************************************************************
 LE0455  DESIGNATION -  MEMPHIS MUNICIPAL TANK
 LE0455  PID         -  LE0455
 LE0455  STATE/COUNTY-  MO/SCOTLAND
 LE0455  USGS QUAD   -  MEMPHIS (1982)
 LE0455
 LE0455                         *CURRENT SURVEY CONTROL
 LE0455  ___________________________________________________________________
 LE0455* NAD 83(1997)-  40 27 29.51501(N)    092 10 17.16516(W)     ADJUSTED  
 LE0455* NAVD 88     -                                                        
 LE0455  ___________________________________________________________________
 LE0455  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 LE0455  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LE0455
 LE0455  HORZ ORDER  -  THIRD
 LE0455
 LE0455.The horizontal coordinates were established by classical geodetic methods
 LE0455.and adjusted by the National Geodetic Survey in February 2000..
 LE0455
 LE0455
 LE0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0455
 LE0455.The geoid height was determined by GEOID03.
 LE0455
 LE0455;                    North         East     Units Scale Factor Converg.
 LE0455;SPC MO C     -   513,374.828   527,867.186   MT  0.99994289   +0 12 47.5
 LE0455;UTM  15      - 4,478,944.426   570,251.478   MT  0.99966075   +0 32 15.6
 LE0455
 LE0455                          SUPERSEDED SURVEY CONTROL
 LE0455
 LE0455  NAD 83(1997)-  40 27 29.51477(N)    092 10 17.16721(W) AD(       ) 4
 LE0455  NAD 83(1997)-  40 27 29.51476(N)    092 10 17.16709(W) AD(       ) 4
 LE0455  NAD 83(1986)-  40 27 29.52387(N)    092 10 17.17909(W) AD(       ) 4
 LE0455  NAD 27      -  40 27 29.40200(N)    092 10 16.52300(W) AD(       ) 3
 LE0455
 LE0455.Superseded values are not recommended for survey control.
 LE0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0455.See file dsdata.txt to determine how the superseded data were derived.
 LE0455
 LE0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE7025178944(NAD 83)
 LE0455_MARKER: 53 = ELEVATED TANK
 LE0455
 LE0455  HISTORY     - Date     Condition        Report By
 LE0455  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0455
 LE0455                          STATION DESCRIPTION
 LE0455
 LE0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0455'STATION IS THE CENTER OF THE SILVER BALL ON TOP OF THE
 LE0455'MEDIUM SIZED, WHITE, STEEL, WATER TANK, LETTERED MEMPHIS MO
 LE0455'ON THE NW AND SE SIDES.  THE TANK HAS A FLAT BOTTOM AND CONICAL
 LE0455'TOP AND IS SUPPORTED BY 12 LEGS.  ABOVE THE SILVER BALL IS A
 LE0455'FINIAL WITH A GOLD BALL AND A WEATHER VANE.  ON THE FINIAL
 LE0455'BETWEEN THE GOLD BALL AND SILVER BALL IS A N-S SHAFT ABOUT 2
 LE0455'FEET LONG WITH A LIGHT AT EACH END.
 LE0455'
 LE0455'THE TANK IS ABOUT 50 FEET E OF THE CENTER LINE OF WASHINGTON
 LE0455'STREET AND ABOUT MIDWAY BETWEEN MONROE STREET AND MADISON
 LE0455'STREET.  WASHINGTON STREET, IS 1 BLOCK W OF THE COURTHOUSE
 LE0455'SQUARE.
 LE0455'
 LE0455'THE TANK IS ABOUT 100 FEET HIGH AND CAN BE SEEN ABOVE THE
 LE0455'TREES FROM THE SURROUNDING COUNTRY.
 LE0455'
 LE0455'THIS TANK IS THE MEMPHIS MUNICIPAL TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0597 ***********************************************************************
 LE0597  DESIGNATION -  MEMPHIS RESET
 LE0597  PID         -  LE0597
 LE0597  STATE/COUNTY-  MO/SCOTLAND
 LE0597  USGS QUAD   -  MEMPHIS (1982)
 LE0597
 LE0597                         *CURRENT SURVEY CONTROL
 LE0597  ___________________________________________________________________
 LE0597* NAD 83(1997)-  40 28 17.57802(N)    092 08 25.85858(W)     ADJUSTED  
 LE0597* NAVD 88     -       244.06   (+/-2cm)     800.7    (feet)  VERTCON   
 LE0597  ___________________________________________________________________
 LE0597  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 LE0597  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LE0597
 LE0597  HORZ ORDER  -  FIRST
 LE0597  VERT ORDER  -  THIRD ? (See Below)
 LE0597
 LE0597.The horizontal coordinates were established by classical geodetic methods
 LE0597.and adjusted by the National Geodetic Survey in February 2000..
 LE0597
 LE0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0597.The vertical order pertains to the NGVD 29 superseded value.
 LE0597
 LE0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0597
 LE0597.The geoid height was determined by GEOID03.
 LE0597
 LE0597;                    North         East     Units Scale Factor Converg.
 LE0597;SPC MO C     -   514,867.476   530,483.501   MT  0.99994477   +0 13 60.0
 LE0597;UTM  15      - 4,480,451.444   572,858.564   MT  0.99966534   +0 33 28.4
 LE0597
 LE0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0597!SPC MO C     -   0.99996687  x   0.99994477  =   0.99991164
 LE0597!UTM  15      -   0.99996687  x   0.99966534  =   0.99963222
 LE0597
 LE0597|---------------------------------------------------------------------|
 LE0597| PID    Reference Object                     Distance      Geod. Az  |
 LE0597|                                                           dddmmss.s |
 LE0597| CL9882 MEMPHIS RM 1                         38.880 METERS 04338     |
 LE0597| CL9880 MEMPHIS AZ MK                                      0454749.4 |
 LE0597| CL9881 MEMPHIS AZ MK TILTED                               0455155.0 |
 LE0597| CL9883 MEMPHIS RM 2                         89.172 METERS 11643     |
 LE0597| CL9884 MEMPHIS RM 3                         88.700 METERS 21737     |
 LE0597| LE0456 MEMPHIS SCOTLAND CO CTHSE DOME      APPROX. 2.9 KM 2393035.0 |
 LE0597| LE0455 MEMPHIS MUNICIPAL TANK              APPROX. 3.0 KM 2403140.3 |
 LE0597| CL9885 MEMPHIS RM 4                         53.611 METERS 27535     |
 LE0597|---------------------------------------------------------------------|
 LE0597
 LE0597                          SUPERSEDED SURVEY CONTROL
 LE0597
 LE0597  NAD 83(1997)-  40 28 17.57778(N)    092 08 25.86009(W) AD(       ) 1
 LE0597  NAD 83(1997)-  40 28 17.57775(N)    092 08 25.86002(W) AD(       ) 1
 LE0597  NAD 83(1986)-  40 28 17.58699(N)    092 08 25.87261(W) AD(       ) 1
 LE0597  NAD 27      -  40 28 17.47080(N)    092 08 25.20980(W) AD(       ) 1
 LE0597  NGVD 29 (07/19/86)  244.07   (m)          800.8    (f) LEVELING    3  
 LE0597
 LE0597.Superseded values are not recommended for survey control.
 LE0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0597.See file dsdata.txt to determine how the superseded data were derived.
 LE0597
 LE0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE7285980451(NAD 83)
 LE0597_MARKER: DS = TRIANGULATION STATION DISK
 LE0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0597_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0597
 LE0597  HISTORY     - Date     Condition        Report By
 LE0597  HISTORY     - 1934     MONUMENTED       CGS
 LE0597  HISTORY     - 1967     GOOD             CGS
 LE0597
 LE0597                          STATION DESCRIPTION
 LE0597
 LE0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0597'STATION IS ABOUT 1.7 MILES NE OF MEMPHIS, IN THE SW CORNER OF THE
 LE0597'NE 1/4 SEC. 5, T 65 N, R 11 W, ON LAND OWNED BY GLEN E. BAKER.
 LE0597'THE MARK IS IN THE BARN LOT, 137 FEET N OF THE NW CORNER OF THE
 LE0597'BARN, 109.5 FEET NNE OF THE NE CORNER OF THE GARAGE, 26 FEET
 LE0597'E OF THE W FENCE OF THE BARN LOT, AND IS SET FLUSH.
 LE0597'
 LE0597'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LE0597'BRONZE DISKS SET IN CONCRETE.
 LE0597'
 LE0597'REFERENCE MARK NO.1 IS NE OF THE STATION, 1 FOOT N OF THE N FENCE
 LE0597'OF THE BARN LOT, 283.11 FEET NW OF REFERENCE MARK NO.2, AND PROJECTS
 LE0597'8 INCHES.
 LE0597'
 LE0597'REFERENCE MARK NO.2 IS ESE OF THE STATION, 1 FOOT E OF THE E
 LE0597'FENCE OF THE BARN LOT, 12 FEET N OF THE SE CORNER OF THE BARN LOT,
 LE0597'AND PROJECTS 7 INCHES.
 LE0597'
 LE0597'THE AZIMUTH MARK IS NE OF THE STATION, IN THE W RIGHT-OF-WAY
 LE0597'FENCE OF A N-S ROAD, 0.4 MILE N OF A CROSSROADS, 200 FEET N OF A
 LE0597'14-INCH ELM, 200 FEET S OF A 14-INCH ELM AND PROJECTS 5 INCHES.
 LE0597'
 LE0597'TO REACH FROM THE NW CORNER OF THE COURTHOUSE SQUARE IN MEMPHIS,
 LE0597'GO N 0.9 MILE (100-FOOT JOG TO THE E AT 0.6 MILE), THEN GO E 1.55
 LE0597'MILES TO THE STATION.
 LE0597'
 LE0597'NO PROMINENT OBJECTS VISIBLE FROM THE GROUND.
 LE0597'
 LE0597'ALL LIGHTS CAME INTO VIEW AT 24 FEET.
 LE0597
 LE0597                          STATION RECOVERY (1967)
 LE0597
 LE0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LE0597'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  ALL
 LE0597'BUILDINGS HAS BEEN REMOVED FROM NEAR THE STATION AND THE MARK
 LE0597'WAS FOUND TO BE IN A CULTIVATED FIELD.  BOTH THE UNDERGROUND
 LE0597'AND THE SURFACE MARKS WERE LOWERED VERTICALLY.  THE REFERENCE
 LE0597'MARK WERE ALSO FOUND TO BE IN A CULTIVATED FIELD AND THESE
 LE0597'MARKS WERE MOVED TO A FENCE LINE.  THE AZIMUTH MARK WAS
 LE0597'RECOVERED BUT IT HAD BEEN HIT.  THE MARK WAS LEFT IN PLACE BUT
 LE0597'THE ORIGINAL ANGLE BETWEEN THIS MARK AND THE COURTHOUSE
 LE0597'DOME FAILED TO CHECK BY ABOUT 4 MINUTES.
 LE0597'
 LE0597'TO REACH FROM MEMPHIS FROM THE JUNCTION OF BUSINESS ROUTE
 LE0597'U.S. 136 AND STATE HIGHWAY 15 ABOUT 2 BLOCKS WEST OF THE
 LE0597'COURT HOUSE, GO NORTH ON HIGHWAY 15 FOR 0.9 MILES TO JUNCTION
 LE0597'WITH COUNTY ROUTE AA, TURN RIGHT AND GO EAST ON COUNTY ROUTE
 LE0597'AA FOR 1.7 MILES TO A FIELD ENTRANCE AND STATION ON LEFT.
 LE0597'
 LE0597'THE STATION IS ABOUT 299 FEET NORTH OF A POWERLINE POLE,
 LE0597'267 FEET NORTH OF THE CENTERLINE OF COUNTY ROUTE AA AND 177
 LE0597'FEET EAST OF A NORTH-SOUTH FENCE.  THE TOP MARK IS ABOUT 18
 LE0597'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LE0597'MEMPHIS 1934 1967.
 LE0597'
 LE0597'R.M. NO. 3 IS 30 FEET NORTH OF THE CENTERLINE OF COUNTY ROUTE
 LE0597'AA, 1.5 FEET EAST OF A NORTH-SOUTH FENCE AND 1 FOOT NORTH
 LE0597'OF A METAL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 LE0597'DISK IS STAMPED MEMPHIS NO 3 1934 1967.
 LE0597'
 LE0597'R.M. NO. 4 IS ABOUT WEST OF THE STATION AND IS 1 FOOT EAST OF A
 LE0597'NORTH-SOUTH FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LE0597'STAMPED MEMPHIS NO 4 1934 1967.
 LE0597'
 LE0597'THE AZIMUTH MARK IS APPROXIMATELY 0.55 MILE NORTHEAST OF THE STATION,
 LE0597'19 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD AND 1 FOOT
 LE0597'NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS ABOUT 1 FOOT AND
 LE0597'IS SLIGHTLY TILTED.  THE DISK IS STAMPED MEMPHIS 1934.
 LE0597'
 LE0597'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 LE0597'ROUTE AA FOR 0.35 MILE TO CROSSROADS, TURN LEFT AND GO NORTH ON A
 LE0597'DIRT ROAD FOR 0.4 MILE TO MARK ON LEFT.
 LE0597'
 LE0597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN, 1.7 MILES
 LE0597'NORTHEAST OF MEMPHIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0456 ***********************************************************************
 LE0456  DESIGNATION -  MEMPHIS SCOTLAND CO CTHSE DOME
 LE0456  PID         -  LE0456
 LE0456  STATE/COUNTY-  MO/SCOTLAND
 LE0456  USGS QUAD   -  MEMPHIS (1982)
 LE0456
 LE0456                         *CURRENT SURVEY CONTROL
 LE0456  ___________________________________________________________________
 LE0456* NAD 83(1997)-  40 27 29.94880(N)    092 10 11.72662(W)     ADJUSTED  
 LE0456* NAVD 88     -                                                        
 LE0456  ___________________________________________________________________
 LE0456  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 LE0456  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LE0456
 LE0456  HORZ ORDER  -  THIRD
 LE0456
 LE0456.The horizontal coordinates were established by classical geodetic methods
 LE0456.and adjusted by the National Geodetic Survey in February 2000..
 LE0456
 LE0456
 LE0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0456
 LE0456.The geoid height was determined by GEOID03.
 LE0456
 LE0456;                    North         East     Units Scale Factor Converg.
 LE0456;SPC MO C     -   513,388.686   527,995.267   MT  0.99994298   +0 12 51.1
 LE0456;UTM  15      - 4,478,959.004   570,379.442   MT  0.99966097   +0 32 19.2
 LE0456
 LE0456                          SUPERSEDED SURVEY CONTROL
 LE0456
 LE0456  NAD 83(1997)-  40 27 29.94855(N)    092 10 11.72867(W) AD(       ) 4
 LE0456  NAD 83(1997)-  40 27 29.94854(N)    092 10 11.72855(W) AD(       ) 4
 LE0456  NAD 83(1986)-  40 27 29.95772(N)    092 10 11.74045(W) AD(       ) 4
 LE0456  NAD 27      -  40 27 29.84200(N)    092 10 11.07300(W) AD(       ) 3
 LE0456
 LE0456.Superseded values are not recommended for survey control.
 LE0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0456.See file dsdata.txt to determine how the superseded data were derived.
 LE0456
 LE0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE7037978959(NAD 83)
 LE0456_MARKER: 87 = DOME
 LE0456
 LE0456  HISTORY     - Date     Condition        Report By
 LE0456  HISTORY     - 1934     FIRST OBSERVED   CGS
 LE0456
 LE0456                          STATION DESCRIPTION
 LE0456
 LE0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0456'STATION IS THE CENTER OF THE SMALL DOME ON THE SCOTLAND COUNTY
 LE0456'COURTHOUSE.  THE COURTHOUSE IS A CONCRETE BUILDING, THE UPPER
 LE0456'PART OF WHICH IS PAINTED SILVER.  AN OCTAGONAL SILVER TOWER RISES
 LE0456'ABOUT 25 FEET ABOVE THE ROOF AT THE CENTER OF THE BUILDING.  THE
 LE0456'TOWER HAS BUTTRESS CORNERS AND A FOUR PANELED WINDOW ABOVE A
 LE0456'DOUBLE WINDOW ON EACH OF THE EIGHT SIDES.  ON THE N, E, S AND
 LE0456'W SIDES THERE IS A CLOCK ABOVE THE FOUR PANELED WINDOWS.  THE
 LE0456'SMALL DOME IS ON TOP OF THE LARGE DOME IS ABOUT 2 FEET IN
 LE0456'DIAMETER.  THE BUILDING WAS ERECTED IN 1907.  IT IS AT THE
 LE0456'CENTER OF THE PUBLIC SQUARE BOUNDED ON THE N BY MADISON
 LE0456'STREET, ON THE S BY MONROE STREET, ON THE E BY MARKET STREET
 LE0456'AND ON THE W BY MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1843 ***********************************************************************
 GD1843  DESIGNATION -  MEMPHIS ST LOUIS AIRWAY BCN 45
 GD1843  PID         -  GD1843
 GD1843  STATE/COUNTY-  MO/DUNKLIN
 GD1843  USGS QUAD   -  MALDEN (1978)
 GD1843
 GD1843                         *CURRENT SURVEY CONTROL
 GD1843  ___________________________________________________________________
 GD1843* NAD 83(1997)-  36 36 28.64993(N)    089 58 28.40743(W)     ADJUSTED  
 GD1843* NAVD 88     -                                                        
 GD1843  ___________________________________________________________________
 GD1843  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 GD1843  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GD1843
 GD1843  HORZ ORDER  -  THIRD
 GD1843
 GD1843.The horizontal coordinates were established by classical geodetic methods
 GD1843.and adjusted by the National Geodetic Survey in February 2000..
 GD1843
 GD1843
 GD1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1843
 GD1843.The geoid height was determined by GEOID03.
 GD1843
 GD1843;                    North         East     Units Scale Factor Converg.
 GD1843;SPC MO E     -    86,077.597   297,006.586   MT  0.99996055   +0 18 48.0
 GD1843;UTM  16      - 4,055,503.874   233,948.173   MT  1.00047216   -1 46 29.6
 GD1843;UTM  15      - 4,055,646.153   770,604.307   MT  1.00050227   +1 48 19.0
 GD1843
 GD1843                          SUPERSEDED SURVEY CONTROL
 GD1843
 GD1843  NAD 83(1997)-  36 36 28.65226(N)    089 58 28.40910(W) AD(       ) 4
 GD1843  NAD 83(1997)-  36 36 28.67004(N)    089 58 28.40978(W) AD(       ) 4
 GD1843  NAD 83(1997)-  36 36 28.66172(N)    089 58 28.40671(W) AD(       ) 4
 GD1843  NAD 83(1986)-  36 36 28.65989(N)    089 58 28.40577(W) AD(       ) 4
 GD1843  NAD 27      -  36 36 28.46000(N)    089 58 28.08000(W) AD(       ) 3
 GD1843
 GD1843.Superseded values are not recommended for survey control.
 GD1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1843.See file dsdata.txt to determine how the superseded data were derived.
 GD1843
 GD1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3394855504(NAD 83)
 GD1843_MARKER: 22 = AIRWAY BEACON
 GD1843
 GD1843  HISTORY     - Date     Condition        Report By
 GD1843  HISTORY     - 1938     FIRST OBSERVED   CGS
 GD1843
 GD1843                          STATION DESCRIPTION
 GD1843
 GD1843'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1859 ***********************************************************************
 GD1859  DESIGNATION -  MEMPHIS ST LOUIS AIRWAY BCN 46
 GD1859  PID         -  GD1859
 GD1859  STATE/COUNTY-  MO/STODDARD
 GD1859  USGS QUAD   -  DEXTER (1979)
 GD1859
 GD1859                         *CURRENT SURVEY CONTROL
 GD1859  ___________________________________________________________________
 GD1859* NAD 83(1997)-  36 49 50.02572(N)    089 56 31.51108(W)     ADJUSTED  
 GD1859* NAVD 88     -                                                        
 GD1859  ___________________________________________________________________
 GD1859  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 GD1859  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1859
 GD1859  HORZ ORDER  -  THIRD
 GD1859
 GD1859.The horizontal coordinates were established by classical geodetic methods
 GD1859.and adjusted by the National Geodetic Survey in February 2000..
 GD1859
 GD1859
 GD1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1859
 GD1859.The geoid height was determined by GEOID03.
 GD1859
 GD1859;                    North         East     Units Scale Factor Converg.
 GD1859;SPC MO E     -   110,795.606   299,767.701   MT  0.99996384   +0 20 04.0
 GD1859;UTM  16      - 4,080,116.762   237,612.295   MT  1.00044826   -1 45 52.7
 GD1859;UTM  15      - 4,080,441.375   772,720.390   MT  1.00051639   +1 50 03.1
 GD1859
 GD1859                          SUPERSEDED SURVEY CONTROL
 GD1859
 GD1859  NAD 83(1997)-  36 49 50.02690(N)    089 56 31.51093(W) AD(       ) 4
 GD1859  NAD 83(1997)-  36 49 50.03435(N)    089 56 31.50947(W) AD(       ) 4
 GD1859  NAD 83(1997)-  36 49 50.03660(N)    089 56 31.50821(W) AD(       ) 4
 GD1859  NAD 83(1986)-  36 49 50.03720(N)    089 56 31.50950(W) AD(       ) 4
 GD1859  NAD 27      -  36 49 49.84400(N)    089 56 31.18900(W) AD(       ) 3
 GD1859
 GD1859.Superseded values are not recommended for survey control.
 GD1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1859.See file dsdata.txt to determine how the superseded data were derived.
 GD1859
 GD1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3761280117(NAD 83)
 GD1859_MARKER: 22 = AIRWAY BEACON
 GD1859
 GD1859  HISTORY     - Date     Condition        Report By
 GD1859  HISTORY     - 1938     FIRST OBSERVED   CGS
 GD1859
 GD1859                          STATION DESCRIPTION
 GD1859
 GD1859'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1862 ***********************************************************************
 GD1862  DESIGNATION -  MEMPHIS ST LOUIS AIRWAY BCN 47
 GD1862  PID         -  GD1862
 GD1862  STATE/COUNTY-  MO/STODDARD
 GD1862  USGS QUAD   -  BLOOMFIELD (1979)
 GD1862
 GD1862                         *CURRENT SURVEY CONTROL
 GD1862  ___________________________________________________________________
 GD1862* NAD 83(1997)-  36 59 27.94113(N)    089 56 41.54780(W)     ADJUSTED  
 GD1862* NAVD 88     -                                                        
 GD1862  ___________________________________________________________________
 GD1862  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 GD1862  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GD1862
 GD1862  HORZ ORDER  -  THIRD
 GD1862
 GD1862.The horizontal coordinates were established by classical geodetic methods
 GD1862.and adjusted by the National Geodetic Survey in February 2000..
 GD1862
 GD1862
 GD1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1862
 GD1862.The geoid height was determined by GEOID03.
 GD1862
 GD1862;                    North         East     Units Scale Factor Converg.
 GD1862;SPC MO E     -   128,608.407   299,415.341   MT  0.99996340   +0 20 02.5
 GD1862;UTM  16      - 4,097,939.111   237,913.982   MT  1.00044628   -1 46 22.5
 GD1862;UTM  15      - 4,098,248.600   771,900.624   MT  1.00051085   +1 50 21.7
 GD1862
 GD1862                          SUPERSEDED SURVEY CONTROL
 GD1862
 GD1862  NAD 83(1997)-  36 59 27.94319(N)    089 56 41.54718(W) AD(       ) 4
 GD1862  NAD 83(1997)-  36 59 27.95007(N)    089 56 41.54557(W) AD(       ) 4
 GD1862  NAD 83(1997)-  36 59 27.95342(N)    089 56 41.54466(W) AD(       ) 4
 GD1862  NAD 83(1986)-  36 59 27.95324(N)    089 56 41.54642(W) AD(       ) 4
 GD1862  NAD 27      -  36 59 27.76200(N)    089 56 41.22400(W) AD(       ) 3
 GD1862
 GD1862.Superseded values are not recommended for survey control.
 GD1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1862.See file dsdata.txt to determine how the superseded data were derived.
 GD1862
 GD1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF3791497939(NAD 83)
 GD1862_MARKER: 22 = AIRWAY BEACON
 GD1862
 GD1862  HISTORY     - Date     Condition        Report By
 GD1862  HISTORY     - 1938     FIRST OBSERVED   CGS
 GD1862
 GD1862                          STATION DESCRIPTION
 GD1862
 GD1862'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1750 ***********************************************************************
 HB1750  DESIGNATION -  MEMPHIS ST LOUIS AWY BEACON 48
 HB1750  PID         -  HB1750
 HB1750  STATE/COUNTY-  MO/STODDARD
 HB1750  USGS QUAD   -  ADVANCE (1963)
 HB1750
 HB1750                         *CURRENT SURVEY CONTROL
 HB1750  ___________________________________________________________________
 HB1750* NAD 83(1997)-  37 06 22.35945(N)    089 55 53.31163(W)     ADJUSTED  
 HB1750* NAVD 88     -                                                        
 HB1750  ___________________________________________________________________
 HB1750  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 HB1750  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 HB1750
 HB1750  HORZ ORDER  -  THIRD
 HB1750
 HB1750.The horizontal coordinates were established by classical geodetic methods
 HB1750.and adjusted by the National Geodetic Survey in February 2000..
 HB1750
 HB1750
 HB1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1750
 HB1750.The geoid height was determined by GEOID03.
 HB1750
 HB1750;                    North         East     Units Scale Factor Converg.
 HB1750;SPC MO E     -   141,390.196   300,531.705   MT  0.99996478   +0 20 34.8
 HB1750;UTM  16      - 4,110,677.213   239,500.887   MT  1.00043604   -1 46 10.3
 HB1750;UTM  15      - 4,111,062.369   772,680.800   MT  1.00051607   +1 51 08.5
 HB1750
 HB1750                          SUPERSEDED SURVEY CONTROL
 HB1750
 HB1750  NAD 83(1997)-  37 06 22.36323(N)    089 55 53.31242(W) AD(       ) 4
 HB1750  NAD 83(1997)-  37 06 22.37168(N)    089 55 53.31111(W) AD(       ) 4
 HB1750  NAD 83(1986)-  37 06 22.37155(N)    089 55 53.31123(W) AD(       ) 4
 HB1750  NAD 27      -  37 06 22.18000(N)    089 55 52.97000(W) AD(       ) 3
 HB1750
 HB1750.Superseded values are not recommended for survey control.
 HB1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1750.See file dsdata.txt to determine how the superseded data were derived.
 HB1750
 HB1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG3950110677(NAD 83)
 HB1750_MARKER: 22 = AIRWAY BEACON
 HB1750
 HB1750  HISTORY     - Date     Condition        Report By
 HB1750  HISTORY     - 1938     FIRST OBSERVED   CGS
 HB1750
 HB1750                          STATION DESCRIPTION
 HB1750
 HB1750'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1751 ***********************************************************************
 HB1751  DESIGNATION -  MEMPHIS ST LOUIS AWY BEACON 49
 HB1751  PID         -  HB1751
 HB1751  STATE/COUNTY-  MO/BOLLINGER
 HB1751  USGS QUAD   -  DONGOLA (1978)
 HB1751
 HB1751                         *CURRENT SURVEY CONTROL
 HB1751  ___________________________________________________________________
 HB1751* NAD 83(1997)-  37 11 38.75198(N)    089 56 31.65377(W)     ADJUSTED  
 HB1751* NAVD 88     -                                                        
 HB1751  ___________________________________________________________________
 HB1751  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 HB1751  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 HB1751
 HB1751  HORZ ORDER  -  THIRD
 HB1751
 HB1751.The horizontal coordinates were established by classical geodetic methods
 HB1751.and adjusted by the National Geodetic Survey in February 2000..
 HB1751
 HB1751
 HB1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1751
 HB1751.The geoid height was determined by GEOID03.
 HB1751
 HB1751;                    North         East     Units Scale Factor Converg.
 HB1751;SPC MO E     -   151,137.777   299,527.697   MT  0.99996354   +0 20 14.1
 HB1751;UTM  16      - 4,120,459.838   238,856.941   MT  1.00044016   -1 46 46.5
 HB1751;UTM  15      - 4,120,785.410   771,419.437   MT  1.00050759   +1 50 58.8
 HB1751
 HB1751                          SUPERSEDED SURVEY CONTROL
 HB1751
 HB1751  NAD 83(1997)-  37 11 38.75598(N)    089 56 31.65374(W) AD(       ) 4
 HB1751  NAD 83(1997)-  37 11 38.76371(N)    089 56 31.65414(W) AD(       ) 4
 HB1751  NAD 83(1986)-  37 11 38.76418(N)    089 56 31.65366(W) AD(       ) 4
 HB1751  NAD 27      -  37 11 38.56900(N)    089 56 31.29300(W) AD(       ) 3
 HB1751
 HB1751.Superseded values are not recommended for survey control.
 HB1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1751.See file dsdata.txt to determine how the superseded data were derived.
 HB1751
 HB1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG3885720460(NAD 83)
 HB1751_MARKER: 22 = AIRWAY BEACON
 HB1751
 HB1751  HISTORY     - Date     Condition        Report By
 HB1751  HISTORY     - 1938     FIRST OBSERVED   CGS
 HB1751
 HB1751                          STATION DESCRIPTION
 HB1751
 HB1751'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1758 ***********************************************************************
 HB1758  DESIGNATION -  MEMPHIS ST LOUIS AWY BEACON 50
 HB1758  PID         -  HB1758
 HB1758  STATE/COUNTY-  MO/BOLLINGER
 HB1758  USGS QUAD   -  SCOPUS (1980)
 HB1758
 HB1758                         *CURRENT SURVEY CONTROL
 HB1758  ___________________________________________________________________
 HB1758* NAD 83(1997)-  37 24 08.69284(N)    089 56 07.71344(W)     ADJUSTED  
 HB1758* NAVD 88     -                                                        
 HB1758  ___________________________________________________________________
 HB1758  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HB1758  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB1758
 HB1758  HORZ ORDER  -  THIRD
 HB1758
 HB1758.The horizontal coordinates were established by classical geodetic methods
 HB1758.and adjusted by the National Geodetic Survey in February 2000..
 HB1758
 HB1758
 HB1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1758
 HB1758.The geoid height was determined by GEOID03.
 HB1758
 HB1758;                    North         East     Units Scale Factor Converg.
 HB1758;SPC MO E     -   174,259.718   299,980.061   MT  0.99996409   +0 20 34.5
 HB1758;UTM  16      - 4,143,560.077   240,165.711   MT  1.00043172   -1 47 02.5
 HB1758;UTM  15      - 4,143,923.789   771,259.826   MT  1.00050648   +1 51 45.2
 HB1758
 HB1758                          SUPERSEDED SURVEY CONTROL
 HB1758
 HB1758  NAD 83(1997)-  37 24 08.69734(N)    089 56 07.71336(W) AD(       ) 4
 HB1758  NAD 83(1997)-  37 24 08.70444(N)    089 56 07.71443(W) AD(       ) 4
 HB1758  NAD 83(1986)-  37 24 08.70512(N)    089 56 07.71395(W) AD(       ) 4
 HB1758  NAD 27      -  37 24 08.51600(N)    089 56 07.35200(W) AD(       ) 3
 HB1758
 HB1758.Superseded values are not recommended for survey control.
 HB1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1758.See file dsdata.txt to determine how the superseded data were derived.
 HB1758
 HB1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG4016643560(NAD 83)
 HB1758_MARKER: 22 = AIRWAY BEACON
 HB1758
 HB1758  HISTORY     - Date     Condition        Report By
 HB1758  HISTORY     - 1938     FIRST OBSERVED   CGS
 HB1758
 HB1758                          STATION DESCRIPTION
 HB1758
 HB1758'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1772 ***********************************************************************
 HB1772  DESIGNATION -  MEMPHIS ST LOUIS AWY BEACON 52
 HB1772  PID         -  HB1772
 HB1772  STATE/COUNTY-  MO/BOLLINGER
 HB1772  USGS QUAD   -  SEDGEWICKVILLE (1980)
 HB1772
 HB1772                         *CURRENT SURVEY CONTROL
 HB1772  ___________________________________________________________________
 HB1772* NAD 83(1997)-  37 35 19.62297(N)    089 52 47.45221(W)     ADJUSTED  
 HB1772* NAVD 88     -                                                        
 HB1772  ___________________________________________________________________
 HB1772  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 HB1772  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HB1772
 HB1772  HORZ ORDER  -  THIRD
 HB1772
 HB1772.The horizontal coordinates were established by classical geodetic methods
 HB1772.and adjusted by the National Geodetic Survey in February 2000..
 HB1772
 HB1772
 HB1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1772
 HB1772.The geoid height was determined by GEOID03.
 HB1772
 HB1772;                    North         East     Units Scale Factor Converg.
 HB1772;SPC MO E     -   194,974.165   304,768.862   MT  0.99997027   +0 22 41.9
 HB1772;UTM  16      - 4,164,091.260   245,724.090   MT  1.00039648   -1 45 27.4
 HB1772
 HB1772                          SUPERSEDED SURVEY CONTROL
 HB1772
 HB1772  NAD 83(1997)-  37 35 19.62661(N)    089 52 47.45342(W) AD(       ) 4
 HB1772  NAD 83(1986)-  37 35 19.63301(N)    089 52 47.45199(W) AD(       ) 4
 HB1772  NAD 27      -  37 35 19.42200(N)    089 52 47.06300(W) AD(       ) 3
 HB1772
 HB1772.Superseded values are not recommended for survey control.
 HB1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1772.See file dsdata.txt to determine how the superseded data were derived.
 HB1772
 HB1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG4572464091(NAD 83)
 HB1772_MARKER: 22 = AIRWAY BEACON
 HB1772
 HB1772  HISTORY     - Date     Condition        Report By
 HB1772  HISTORY     - 1938     FIRST OBSERVED   CGS
 HB1772
 HB1772                          STATION DESCRIPTION
 HB1772
 HB1772'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1775 ***********************************************************************
 HB1775  DESIGNATION -  MEMPHIS ST LOUIS AWY BEACON 53
 HB1775  PID         -  HB1775
 HB1775  STATE/COUNTY-  MO/PERRY
 HB1775  USGS QUAD   -  PERRYVILLE WEST (1980)
 HB1775
 HB1775                         *CURRENT SURVEY CONTROL
 HB1775  ___________________________________________________________________
 HB1775* NAD 83(1997)-  37 43 57.07921(N)    089 53 43.16061(W)     ADJUSTED  
 HB1775* NAVD 88     -                                                        
 HB1775  ___________________________________________________________________
 HB1775  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 HB1775  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 HB1775
 HB1775  HORZ ORDER  -  THIRD
 HB1775
 HB1775.The horizontal coordinates were established by classical geodetic methods
 HB1775.and adjusted by the National Geodetic Survey in February 2000..
 HB1775
 HB1775
 HB1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1775
 HB1775.The geoid height was determined by GEOID03.
 HB1775
 HB1775;                    North         East     Units Scale Factor Converg.
 HB1775;SPC MO E     -   210,917.891   303,299.342   MT  0.99996831   +0 22 12.2
 HB1775;UTM  16      - 4,180,085.604   244,850.413   MT  1.00040193   -1 46 22.2
 HB1775
 HB1775                          SUPERSEDED SURVEY CONTROL
 HB1775
 HB1775  NAD 83(1997)-  37 43 57.08091(N)    089 53 43.16202(W) AD(       ) 4
 HB1775  NAD 83(1986)-  37 43 57.08873(N)    089 53 43.15851(W) AD(       ) 4
 HB1775  NAD 27      -  37 43 56.88000(N)    089 53 42.76000(W) AD(       ) 3
 HB1775
 HB1775.Superseded values are not recommended for survey control.
 HB1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1775.See file dsdata.txt to determine how the superseded data were derived.
 HB1775
 HB1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG4485080086(NAD 83)
 HB1775_MARKER: 22 = AIRWAY BEACON
 HB1775
 HB1775  HISTORY     - Date     Condition        Report By
 HB1775  HISTORY     - 1938     FIRST OBSERVED   CGS
 HB1775  HISTORY     - 19760401 MARK NOT FOUND   USGS
 HB1775
 HB1775                          STATION DESCRIPTION
 HB1775
 HB1775'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1787 ***********************************************************************
 HB1787  DESIGNATION -  MEMPHIS ST LOUIS AWY BEACON 54
 HB1787  PID         -  HB1787
 HB1787  STATE/COUNTY-  MO/PERRY
 HB1787  USGS QUAD   -  LITHIUM (1993)
 HB1787
 HB1787                         *CURRENT SURVEY CONTROL
 HB1787  ___________________________________________________________________
 HB1787* NAD 83(1997)-  37 48 16.76145(N)    089 57 56.77333(W)     ADJUSTED  
 HB1787* NAVD 88     -                                                        
 HB1787  ___________________________________________________________________
 HB1787  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HB1787  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 HB1787
 HB1787  HORZ ORDER  -  THIRD
 HB1787
 HB1787.The horizontal coordinates were established by classical geodetic methods
 HB1787.and adjusted by the National Geodetic Survey in February 2000..
 HB1787
 HB1787
 HB1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1787
 HB1787.The geoid height was determined by GEOID03.
 HB1787
 HB1787;                    North         East     Units Scale Factor Converg.
 HB1787;SPC MO E     -   218,885.974   297,043.932   MT  0.99996058   +0 19 38.9
 HB1787;SPC IL W     -   126,307.994   717,690.888   MT  0.99994503   +0 07 23.3
 HB1787;SPC IL W     -   414,395.48  2,354,624.19   sFT  0.99994503   +0 07 23.3
 HB1787;UTM  16      - 4,188,285.940   238,894.853   MT  1.00043980   -1 49 08.3
 HB1787;UTM  15      - 4,188,479.605   767,133.666   MT  1.00047903   +1 51 39.6
 HB1787
 HB1787                          SUPERSEDED SURVEY CONTROL
 HB1787
 HB1787  NAD 83(1997)-  37 48 16.76261(N)    089 57 56.77478(W) AD(       ) 4
 HB1787  NAD 83(1986)-  37 48 16.77117(N)    089 57 56.77121(W) AD(       ) 4
 HB1787  NAD 27      -  37 48 16.57300(N)    089 57 56.37200(W) AD(       ) 3
 HB1787
 HB1787.Superseded values are not recommended for survey control.
 HB1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1787.See file dsdata.txt to determine how the superseded data were derived.
 HB1787
 HB1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG3889588286(NAD 83)
 HB1787_MARKER: 22 = AIRWAY BEACON
 HB1787
 HB1787  HISTORY     - Date     Condition        Report By
 HB1787  HISTORY     - 1938     FIRST OBSERVED   CGS
 HB1787  HISTORY     - 1956     GOOD             CGS
 HB1787
 HB1787                          STATION DESCRIPTION
 HB1787
 HB1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HB1787'THE STATION IS LOCATED ABOUT 2-1/2 MILES AIRLINE NORTHWEST OF BREWER,
 HB1787'5 MILES AIRLINE SOUTH SOUTHWEST OF ST MARYS AND ABOUT 1 MILE WEST
 HB1787'OF U.S. HIGHWAY 61.
 HB1787'
 HB1787'THE BEACON IS A STANDARD BEACON FLASHING V, SET ON TOP OF A FOUR
 HB1787'LEGGED STEEL STRUCTURE THAT IS ABOUT 60 FEET HIGH.  THE FLASHING
 HB1787'LIGHT WAS INTERSECTED.
 HB1787'
 HB1787'THE SAME AS MEMPHIS TO ST. LOUIS AIRWAY BEACON NO. 54, 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0909 ***********************************************************************
 HC0909  DESIGNATION -  MEMPHIS ST LOUIS AWY BCN 55
 HC0909  PID         -  HC0909
 HC0909  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0909  USGS QUAD   -  STE GENEVIEVE (1993)
 HC0909
 HC0909                         *CURRENT SURVEY CONTROL
 HC0909  ___________________________________________________________________
 HC0909* NAD 83(1997)-  37 59 22.10964(N)    090 03 06.76609(W)     ADJUSTED  
 HC0909* NAVD 88     -                                                        
 HC0909  ___________________________________________________________________
 HC0909  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 HC0909  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 HC0909
 HC0909  HORZ ORDER  -  THIRD
 HC0909
 HC0909.The horizontal coordinates were established by classical geodetic methods
 HC0909.and adjusted by the National Geodetic Survey in February 2000..
 HC0909
 HC0909
 HC0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0909
 HC0909.The geoid height was determined by GEOID03.
 HC0909
 HC0909;                    North         East     Units Scale Factor Converg.
 HC0909;SPC MO E     -   239,358.806   289,362.628   MT  0.99995241   +0 16 33.0
 HC0909;SPC IL W     -   146,807.885   710,082.891   MT  0.99994243   +0 04 14.4
 HC0909;SPC IL W     -   481,652.20  2,329,663.62   sFT  0.99994243   +0 04 14.4
 HC0909;UTM  15      - 4,208,749.135   758,902.034   MT  1.00042565   +1 48 56.3
 HC0909;UTM  16      - 4,209,043.139   231,983.854   MT  1.00048481   -1 52 46.6
 HC0909
 HC0909                          SUPERSEDED SURVEY CONTROL
 HC0909
 HC0909  NAD 83(1997)-  37 59 22.11125(N)    090 03 06.76603(W) AD(       ) 4
 HC0909  NAD 83(1986)-  37 59 22.11979(N)    090 03 06.76172(W) AD(       ) 4
 HC0909  NAD 27      -  37 59 21.92900(N)    090 03 06.35400(W) AD(       ) 3
 HC0909
 HC0909.Superseded values are not recommended for survey control.
 HC0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0909.See file dsdata.txt to determine how the superseded data were derived.
 HC0909
 HC0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5890208749(NAD 83)
 HC0909_MARKER: 22 = AIRWAY BEACON
 HC0909
 HC0909  HISTORY     - Date     Condition        Report By
 HC0909  HISTORY     - 1938     FIRST OBSERVED   CGS
 HC0909
 HC0909                          STATION DESCRIPTION
 HC0909
 HC0909'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1165 ***********************************************************************
 KD1165  DESIGNATION -  MENDON CCC LOOKOUT TOWER
 KD1165  PID         -  KD1165
 KD1165  STATE/COUNTY-  MO/CHARITON
 KD1165  USGS QUAD   -  SUMNER (1979)
 KD1165
 KD1165                         *CURRENT SURVEY CONTROL
 KD1165  ___________________________________________________________________
 KD1165* NAD 83(1997)-  39 37 40.77121(N)    093 07 59.75906(W)     ADJUSTED  
 KD1165* NAVD 88     -                                                        
 KD1165  ___________________________________________________________________
 KD1165  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 KD1165  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KD1165
 KD1165  HORZ ORDER  -  THIRD
 KD1165
 KD1165.The horizontal coordinates were established by classical geodetic methods
 KD1165.and adjusted by the National Geodetic Survey in February 2000..
 KD1165
 KD1165
 KD1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1165
 KD1165.The geoid height was determined by GEOID03.
 KD1165
 KD1165;                    North         East     Units Scale Factor Converg.
 KD1165;SPC MO C     -   421,338.375   445,634.046   MT  0.99996971   -0 24 14.1
 KD1165;UTM  15      - 4,386,477.781   488,562.928   MT  0.99960161   -0 05 06.0
 KD1165
 KD1165                          SUPERSEDED SURVEY CONTROL
 KD1165
 KD1165  NAD 83(1997)-  39 37 40.77401(N)    093 07 59.76005(W) AD(       ) 4
 KD1165  NAD 83(1997)-  39 37 40.77410(N)    093 07 59.76080(W) AD(       ) 4
 KD1165  NAD 83(1986)-  39 37 40.77427(N)    093 07 59.76198(W) AD(       ) 4
 KD1165  NAD 27      -  39 37 40.68700(N)    093 07 59.03100(W) AD(       ) 3
 KD1165
 KD1165.Superseded values are not recommended for survey control.
 KD1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1165.See file dsdata.txt to determine how the superseded data were derived.
 KD1165
 KD1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8856386478(NAD 83)
 KD1165_MARKER: 57 = LOOKOUT TOWER
 KD1165
 KD1165  HISTORY     - Date     Condition        Report By
 KD1165  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1165
 KD1165                          STATION DESCRIPTION
 KD1165
 KD1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1165'STATION IS LOCATED ABOUT 4 MILES NORTH OF MENDON.  STATION HAS
 KD1165'FOUR WOODEN LEGS ABOUT 18 FEET SQUARE AT BASE AND 114 FEET
 KD1165'HIGH.  THE LEGS ARE BLACK IN COLOR AND THE SMALL WOOD BUILDING
 KD1165'ON THE TOP IS GREEN.  THE TOWER IS OWNED BY THE CIVILIAN
 KD1165'CONSERVATION CORPS, AND IS NO LONGER IN USE.
 KD1165'
 KD1165'THE POINT INTERSECTED WAS A VENT IN THE CENTER OF THE BUILDING.
 KD1165'
 KD1165'TO REACH FROM MENDON WHERE STATE HIGHWAY 11 TURNS SOUTH GO
 KD1165'NORTHEAST FOR 0.1 MILE.  TURN LEFT AND GO NORTH ON GRAVEL ROAD
 KD1165'FOR 4.0 MILES TO STATION ON RIGHT OR EAST SIDE OF ROAD AS
 KD1165'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0861 ***********************************************************************
 HC0861  DESIGNATION -  MERAMEC
 HC0861  PID         -  HC0861
 HC0861  STATE/COUNTY-  MO/PHELPS
 HC0861  USGS QUAD   -  MARAMEC SPRING (1985)
 HC0861
 HC0861                         *CURRENT SURVEY CONTROL
 HC0861  ___________________________________________________________________
 HC0861* NAD 83(1997)-  37 55 50.00763(N)    091 33 52.11307(W)     ADJUSTED  
 HC0861* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 HC0861  ___________________________________________________________________
 HC0861  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 HC0861  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HC0861
 HC0861  HORZ ORDER  -  FIRST
 HC0861
 HC0861.The horizontal coordinates were established by classical geodetic methods
 HC0861.and adjusted by the National Geodetic Survey in February 2000..
 HC0861
 HC0861.The orthometric height was scaled from a topographic map.
 HC0861
 HC0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0861
 HC0861.The geoid height was determined by GEOID03.
 HC0861
 HC0861;                    North         East     Units Scale Factor Converg.
 HC0861;SPC MO C     -   233,137.684   582,242.230   MT  1.00001661   +0 34 30.4
 HC0861;SPC MO E     -   233,259.322   156,421.282   MT  1.00004115   -0 39 15.8
 HC0861;UTM  15      - 4,199,081.898   626,157.196   MT  0.99979602   +0 52 57.1
 HC0861
 HC0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0861!SPC MO C     -   0.99995380  x   1.00001661  =   0.99997041
 HC0861!SPC MO E     -   0.99995380  x   1.00004115  =   0.99999495
 HC0861!UTM  15      -   0.99995380  x   0.99979602  =   0.99974983
 HC0861
 HC0861|---------------------------------------------------------------------|
 HC0861| PID    Reference Object                     Distance      Geod. Az  |
 HC0861|                                                           dddmmss.s |
 HC0861| CN7425 MERAMEC RM 1                         44.739 METERS 00445     |
 HC0861| CN7426 MERAMEC RM 2                         48.966 METERS 13446     |
 HC0861| HC0860 ST JAMES MUNICIPAL TANK             APPROX. 8.5 KM 3294056.7 |
 HC0861| JC1508 ST JAMES SOLDIERS HOME TANK         APPROX. 9.4 KM 3312817.4 |
 HC0861| CN7424 MERAMEC AZ MK                                      3321018.2 |
 HC0861|---------------------------------------------------------------------|
 HC0861
 HC0861                          SUPERSEDED SURVEY CONTROL
 HC0861
 HC0861  NAD 83(1986)-  37 55 50.02320(N)    091 33 52.11096(W) AD(       ) 1
 HC0861  NAD 27      -  37 55 49.86600(N)    091 33 51.55100(W) AD(       ) 1
 HC0861
 HC0861.Superseded values are not recommended for survey control.
 HC0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0861.See file dsdata.txt to determine how the superseded data were derived.
 HC0861
 HC0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB2615799082(NAD 83)
 HC0861_MARKER: DD = SURVEY DISK
 HC0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0861
 HC0861  HISTORY     - Date     Condition        Report By
 HC0861  HISTORY     - 1946     MONUMENTED       CGS
 HC0861
 HC0861                          STATION DESCRIPTION
 HC0861
 HC0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HC0861'ABOUT 5-1/2 MILES SE OF ST JAMES AND 2-1/2 MILE SW OF MERAMEC
 HC0861'SPRINGS, IN NE 1/4 SEC. 15, T. 37 N., R. 6 W., ON THE W
 HC0861'RIGHT-OF-WAY OF STATE ROUTE 68, 41 FT. W OF CENTERLINE OF
 HC0861'HIGHWAY, 7 FT. E OF THE RIGHT-OF-WAY FENCE LINE AND 6 FT. E OF
 HC0861'A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISC IS
 HC0861'STAMPED MERAMEC 1946.
 HC0861'
 HC0861'REFERENCE MARK NO. 1 IS 146.78 FT. NE OF STATION, 79 FT. E OF
 HC0861'CENTERLINE OF HIGHWAY AND 1 FT. W OF FENCE LINE.  MARK PROJECTS
 HC0861'6 INCHES, ABOUT 2 FT. LOWER THAN STATION AND THE DISC IS
 HC0861'STAMPED MERAMEC NO 1 1946.
 HC0861'
 HC0861'REFERENCE MARK NO. 2 IS 160.65 FT. SSE OF STATION, 28 FT. E OF THE
 HC0861'CENTERLINE OF THE HIGHWAY, 1/2 FT. W OF FENCE LINE AND AT
 HC0861'ABOUT THE SAME ELEVATION AS STATION.  THE MARK PROJECTS 6 INCHES
 HC0861'AND THE DISC IS STAMPED MERAMEC NO 2 1946.
 HC0861'
 HC0861'AZIMUTH MARK IS N OF STATION, 31 FT. E OF THE CENTERLINE OF
 HC0861'STATE ROUTE 68, 8 FT. W OF FENCE LINE, 3 FT. S OF A TELEPHONE
 HC0861'POLE AND 1-1/2 FT. NE OF A WITNESS POST.  THE MARK PROJECTS 6
 HC0861'INCHES AND THE DISC IS STAMPED MERAMEC 1946.
 HC0861'
 HC0861'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 HC0861'68 IN ST JAMES, GO SOUTHEASTERLY ON STATE ROUTE 68 FOR 4.3
 HC0861'MILE TO THE JUNCTION OF 68 AND STATE ROUTE 8.  TURN RIGHT ON
 HC0861'HIGHWAY 68 FOR 2.2 MILES AND STATION SITE ON THE RIGHT.
 HC0861'
 HC0861'AZIMUTH MARK MAY BE REACHED FROM STATION BY GOING NORTH ON
 HC0861'ROUTE 68 FOR 0.25 MILE TO MARK ON THE RIGHT AS DESCRIBED ABOVE.
 HC0861'
 HC0861'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0184 ***********************************************************************
 HE0184  DESIGNATION -  MERIDIAN MARK
 HE0184  PID         -  HE0184
 HE0184  STATE/COUNTY-  MO/JASPER
 HE0184  USGS QUAD   -  CARTHAGE (1978)
 HE0184
 HE0184                         *CURRENT SURVEY CONTROL
 HE0184  ___________________________________________________________________
 HE0184* NAD 83(1986)-  37 10 23.     (N)    094 18 49.     (W)     SCALED    
 HE0184* NAVD 88     -       306.946  (meters)    1007.04   (feet)  ADJUSTED  
 HE0184  ___________________________________________________________________
 HE0184  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 HE0184  DYNAMIC HT  -         306.695 (meters)    1006.22  (feet)  COMP
 HE0184  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 HE0184
 HE0184  VERT ORDER  -  FIRST     CLASS II
 HE0184
 HE0184.The horizontal coordinates were scaled from a topographic map and have
 HE0184.an estimated accuracy of +/- 6 seconds.
 HE0184
 HE0184.The orthometric height was determined by differential leveling
 HE0184.and adjusted by the National Geodetic Survey in June 1991..
 HE0184
 HE0184.The geoid height was determined by GEOID03.
 HE0184
 HE0184.The dynamic height is computed by dividing the NAVD 88
 HE0184.geopotential number by the normal gravity value computed on the
 HE0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0184.degrees latitude (g = 980.6199 gals.).
 HE0184
 HE0184.The modeled gravity was interpolated from observed gravity values.
 HE0184
 HE0184;                    North         East    Units  Estimated Accuracy
 HE0184;SPC MO W     -   111,690.      866,550.      MT  (+/- 180 meters Scaled)
 HE0184
 HE0184                          SUPERSEDED SURVEY CONTROL
 HE0184
 HE0184  NGVD 29 (??/??/92)  306.847  (m)         1006.71   (f) ADJ UNCH    1 2
 HE0184
 HE0184.Superseded values are not recommended for survey control.
 HE0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0184.See file dsdata.txt to determine how the superseded data were derived.
 HE0184
 HE0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB833148(NAD 83)
 HE0184_MARKER: DD = SURVEY DISK
 HE0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0184_STAMPING: MERIDIAN MARK
 HE0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0184+STABILITY: SURFACE MOTION
 HE0184
 HE0184  HISTORY     - Date     Condition        Report By
 HE0184  HISTORY     - UNK      MONUMENTED       USGS
 HE0184  HISTORY     - 1945     GOOD             NGS
 HE0184  HISTORY     - 1965     POOR             NGS
 HE0184
 HE0184                          STATION DESCRIPTION
 HE0184
 HE0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HE0184'AT CARTHAGE.
 HE0184'AT CARTHAGE, JASPER COUNTY, AT THE SOUTHWEST CORNER OF CENTER
 HE0184'PARK, 18 YARDS NORTH OF THE CHESTNUT STREET CURB, 5 YARDS EAST
 HE0184'OF THE GARRISON STREET CURB, AND ADJACENT TO THE INSIDE OF
 HE0184'THE GARRISON STREET SIDEWALK A U.S. GEOLOGICAL SURVEY STANDARD
 HE0184'DISK, STAMPED MERIDIAN MARK AND SET IN THE TOP OF A CONCRETE
 HE0184'POST.
 HE0184
 HE0184                          STATION RECOVERY (1965)
 HE0184
 HE0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HE0184'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0204 ***********************************************************************
 HE0204  DESIGNATION -  MERIDIAN MARK
 HE0204  PID         -  HE0204
 HE0204  STATE/COUNTY-  MO/BARTON
 HE0204  USGS QUAD   -  LAMAR SOUTH (1962)
 HE0204
 HE0204                         *CURRENT SURVEY CONTROL
 HE0204  ___________________________________________________________________
 HE0204* NAD 83(1986)-  37 29 38.     (N)    094 16 39.     (W)     SCALED    
 HE0204* NAVD 88     -       292.124  (meters)     958.41   (feet)  ADJUSTED  
 HE0204  ___________________________________________________________________
 HE0204  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HE0204  DYNAMIC HT  -         291.895 (meters)     957.66  (feet)  COMP
 HE0204  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 HE0204
 HE0204  VERT ORDER  -  SECOND    CLASS 0
 HE0204
 HE0204.The horizontal coordinates were scaled from a topographic map and have
 HE0204.an estimated accuracy of +/- 6 seconds.
 HE0204
 HE0204.The orthometric height was determined by differential leveling
 HE0204.and adjusted by the National Geodetic Survey in June 1991..
 HE0204
 HE0204.The geoid height was determined by GEOID03.
 HE0204
 HE0204.The dynamic height is computed by dividing the NAVD 88
 HE0204.geopotential number by the normal gravity value computed on the
 HE0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0204.degrees latitude (g = 980.6199 gals.).
 HE0204
 HE0204.The modeled gravity was interpolated from observed gravity values.
 HE0204
 HE0204;                    North         East    Units  Estimated Accuracy
 HE0204;SPC MO W     -   147,300.      869,680.      MT  (+/- 180 meters Scaled)
 HE0204
 HE0204                          SUPERSEDED SURVEY CONTROL
 HE0204
 HE0204  NGVD 29 (??/??/92)  292.007  (m)          958.03   (f) ADJ UNCH    2 0
 HE0204
 HE0204.Superseded values are not recommended for survey control.
 HE0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0204.See file dsdata.txt to determine how the superseded data were derived.
 HE0204
 HE0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB870504(NAD 83)
 HE0204_MARKER: DD = SURVEY DISK
 HE0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0204_STAMPING: MERIDIAN
 HE0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0204+STABILITY: SURFACE MOTION
 HE0204
 HE0204  HISTORY     - Date     Condition        Report By
 HE0204  HISTORY     - UNK      MONUMENTED       USGS
 HE0204  HISTORY     - 1938     GOOD             NGS
 HE0204
 HE0204                          STATION DESCRIPTION
 HE0204
 HE0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HE0204'AT LAMAR.
 HE0204'AT LAMAR, BARTON COUNTY, IN THE SOUTHWEST CORNER OF THE COUNTY
 HE0204'COURTHOUSE YARD, 64 FEET EAST OF A CONCRETE STREET CURB, AND
 HE0204'39 FEET NORTH OF ANOTHER CONCRETE STREET CURB, A U.S. GEOLOGICAL
 HE0204'SURVEY STANDARD DISK, STAMPED MERIDIAN AND SET IN THE TOP OF
 HE0204'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1047 ***********************************************************************
 HD1047  DESIGNATION -  MERRILL
 HD1047  PID         -  HD1047
 HD1047  STATE/COUNTY-  MO/TEXAS
 HD1047  USGS QUAD   -  SLABTOWN SPRING (1976)
 HD1047
 HD1047                         *CURRENT SURVEY CONTROL
 HD1047  ___________________________________________________________________
 HD1047* NAD 83(1997)-  37 34 15.60663(N)    092 04 17.26810(W)     ADJUSTED  
 HD1047* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 HD1047  ___________________________________________________________________
 HD1047  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HD1047  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HD1047
 HD1047  HORZ ORDER  -  SECOND
 HD1047
 HD1047.The horizontal coordinates were established by classical geodetic methods
 HD1047.and adjusted by the National Geodetic Survey in February 2000..
 HD1047
 HD1047.The orthometric height was scaled from a topographic map.
 HD1047
 HD1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1047
 HD1047.The geoid height was determined by GEOID03.
 HD1047
 HD1047;                    North         East     Units Scale Factor Converg.
 HD1047;SPC MO C     -   192,906.178   537,855.201   MT  0.99995098   +0 15 40.7
 HD1047;UTM  15      - 4,158,623.667   581,996.576   MT  0.99968281   +0 33 58.3
 HD1047
 HD1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1047!SPC MO C     -   0.99994637  x   0.99995098  =   0.99989735
 HD1047!UTM  15      -   0.99994637  x   0.99968281  =   0.99962920
 HD1047
 HD1047:                Primary Azimuth Mark                     Grid Az
 HD1047:SPC MO C     -  PINEY                                    015 50 13.7
 HD1047:UTM  15      -  PINEY                                    015 31 56.1
 HD1047
 HD1047|---------------------------------------------------------------------|
 HD1047| PID    Reference Object                     Distance      Geod. Az  |
 HD1047|                                                           dddmmss.s |
 HD1047| HD1044 PINEY                               APPROX.15.3 KM 0160554.4 |
 HD1047| HC0887 TEXAS LOOKOUT TOWER                 APPROX. 9.5 KM 0724609.0 |
 HD1047| CN7428 MERRILL RM 1                         21.923 METERS 13956     |
 HD1047| CN7427 MERRILL AZ MK                                      2311218.3 |
 HD1047| CN7429 MERRILL RM 2                         34.915 METERS 24231     |
 HD1047|---------------------------------------------------------------------|
 HD1047
 HD1047                          SUPERSEDED SURVEY CONTROL
 HD1047
 HD1047  NAD 83(1986)-  37 34 15.61925(N)    092 04 17.26621(W) AD(       ) 2
 HD1047  NAD 27      -  37 34 15.46800(N)    092 04 16.69200(W) AD(       ) 2
 HD1047
 HD1047.Superseded values are not recommended for survey control.
 HD1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1047.See file dsdata.txt to determine how the superseded data were derived.
 HD1047
 HD1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB8199758624(NAD 83)
 HD1047_MARKER: DS = TRIANGULATION STATION DISK
 HD1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1047
 HD1047  HISTORY     - Date     Condition        Report By
 HD1047  HISTORY     - 1947     MONUMENTED       CGS
 HD1047
 HD1047                          STATION DESCRIPTION
 HD1047
 HD1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 HD1047'STATION IS LOCATED ABOUT 11-1/2 MILES SOUTH SOUTHEAST OF FT.
 HD1047'LEONARD WOOD AND 5-1/2 MILES NORTHEAST OF ROBY, ON THE PROPERTY
 HD1047'OF THE MARK TWAIN NATIONAL FOREST.  IT IS 35.5 FT. NORTH OF THE
 HD1047'APPROXIMATE CENTER LINE OF A GRAVEL ROAD AND 5.5 FT. SOUTH OF A
 HD1047'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 HD1047'DISK IS STAMPED MERRILL 1947.
 HD1047'
 HD1047'REFERENCE MARK NO 1 IS 71.93 FT. EAST OF THE STATION, 18 FT.
 HD1047'EAST SOUTHEAST OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD
 HD1047'AND 1.2 FT. NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 HD1047'AND THE DISK IS STAMPED MERRILL NO 1 1947.
 HD1047'
 HD1047'REFERENCE MARK NO 2 IS 114.55 FT. SOUTH OF THE STATION.  22 FT.
 HD1047'EAST SOUTHEAST OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD
 HD1047'AND 1.0 FT. NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 HD1047'AND THE DISK IS STAMPED MERRILL NO 2 1947.
 HD1047'
 HD1047'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE WEST SOUTHWEST OF THE
 HD1047'STATION, 15 FT. SOUTH EAST OF THE APPROXIMATE CENTER LINE OF A
 HD1047'GRAVEL ROAD, 3.5 FT. NORTH WEST OF A RAIL FENCE AND 3.5 FT.
 HD1047'NORTH EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3
 HD1047'INCHES AND THE DISK IS STAMPED MERRILL 1947.
 HD1047'
 HD1047'TO REACH THE STATION FROM THE POST OFFICE IN ROBY, GO NORTH ON
 HD1047'STATE ROUTE NO. 17 FOR 1.8 MILES TO THE JUNCTION OF A ROAD, FORK,
 HD1047'NORTH EAST.  TURN RIGHT ON THIS FORK AND GO 0.95 MILE TO A ROAD
 HD1047'JUNCTION.  TURN RIGHT AND GO EAST FOR 2.1 MILES TO ANOTHER FORKED
 HD1047'ROAD.  TURN RIGHT AND GO EAST FOR 2.5 MILES TO AZIMUTH MARK ON
 HD1047'RIGHT OR SOUTH OF GRAVEL ROAD AS DESCRIBED.  CONTINUE ON SAME
 HD1047'GRAVEL ROAD FOR 0.15 MILE TO STATION ON LEFT OR NORTH OF GRAVEL
 HD1047'ROAD AS DESCRIBED.
 HD1047'
 HD1047'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JE1913 ***********************************************************************
 JE1913  DESIGNATION -  MERWIN
 JE1913  PID         -  JE1913
 JE1913  STATE/COUNTY-  MO/BATES
 JE1913  USGS QUAD   -  DREXEL (1973)
 JE1913
 JE1913                         *CURRENT SURVEY CONTROL
 JE1913  ___________________________________________________________________
 JE1913* NAD 83(1997)-  38 24 18.93933(N)    094 36 47.79034(W)     ADJUSTED  
 JE1913* NAVD 88     -       314.58   (+/-2cm)    1032.1    (feet)  VERTCON   
 JE1913  ___________________________________________________________________
 JE1913  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JE1913  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JE1913
 JE1913  HORZ ORDER  -  FIRST
 JE1913  VERT ORDER  -  THIRD ? (See Below)
 JE1913
 JE1913.The horizontal coordinates were established by classical geodetic methods
 JE1913.and adjusted by the National Geodetic Survey in February 2000..
 JE1913
 JE1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1913.The vertical order pertains to the NGVD 29 superseded value.
 JE1913
 JE1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1913
 JE1913.The geoid height was determined by GEOID03.
 JE1913
 JE1913;                    North         East     Units Scale Factor Converg.
 JE1913;SPC MO W     -   248,437.476   840,106.351   MT  0.99994238   -0 04 13.3
 JE1913;SPC KS S     -   600,036.912   739,385.602   MT  0.99997206   +2 23 18.6
 JE1913;UTM  15      - 4,252,013.259   359,137.481   MT  0.99984436   -1 00 08.5
 JE1913
 JE1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1913!SPC MO W     -   0.99995567  x   0.99994238  =   0.99989805
 JE1913!SPC KS S     -   0.99995567  x   0.99997206  =   0.99992773
 JE1913!UTM  15      -   0.99995567  x   0.99984436  =   0.99980004
 JE1913
 JE1913|---------------------------------------------------------------------|
 JE1913| PID    Reference Object                     Distance      Geod. Az  |
 JE1913|                                                           dddmmss.s |
 JE1913| CN7433 MERWIN RM 2                          40.798 METERS 17938     |
 JE1913| CN7430 MERWIN AZ MK                                       2450741.7 |
 JE1913| CN7431 MERWIN AZ MK 2                                     2465641.9 |
 JE1913| JE1918 JINGO ATT MICROWAVE TOWER           APPROX. 5.3 KM 2682728.8 |
 JE1913| CN7432 MERWIN RM 1                          36.536 METERS 35932     |
 JE1913|---------------------------------------------------------------------|
 JE1913
 JE1913                          SUPERSEDED SURVEY CONTROL
 JE1913
 JE1913  NAD 83(1997)-  38 24 18.93935(N)    094 36 47.79031(W) AD(       ) 1
 JE1913  NAD 83(1986)-  38 24 18.94704(N)    094 36 47.78810(W) AD(       ) 1
 JE1913  NAD 27      -  38 24 18.88800(N)    094 36 46.95800(W) AD(       ) 1
 JE1913  NGVD 29 (07/19/86)  314.44   (m)         1031.6    (f) LEVELING    3  
 JE1913
 JE1913.Superseded values are not recommended for survey control.
 JE1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1913.See file dsdata.txt to determine how the superseded data were derived.
 JE1913
 JE1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC5913752013(NAD 83)
 JE1913_MARKER: DS = TRIANGULATION STATION DISK
 JE1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1913_STAMPING: MERWIN 1934
 JE1913_MARK LOGO: CGS   
 JE1913_PROJECTION: FLUSH
 JE1913_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1913+STABILITY: SURFACE MOTION
 JE1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1913+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1993
 JE1913
 JE1913  HISTORY     - Date     Condition        Report By
 JE1913  HISTORY     - 1934     MONUMENTED       CGS
 JE1913  HISTORY     - 1948     GOOD             CGS
 JE1913  HISTORY     - 1970     GOOD             NGS
 JE1913  HISTORY     - 1973     GOOD             LOCENG
 JE1913  HISTORY     - 19931216 GOOD             MOHC
 JE1913
 JE1913                          STATION DESCRIPTION
 JE1913
 JE1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1913'THIS STATION IS ABOUT 14 MILES W OF ADRIAN, 5 MILES S OF
 JE1913'DREXEL, AND 18 MILES NW OF BUTLER, IN SEC. 32, T 42 N, R 33 W,
 JE1913'ON LAND OWNED BY H.A. DOUGHERTY AND OCCUPIED BY MR. HODGES,
 JE1913'AT PEAK OF HIGHEST RIDGE ALONG ROAD IN NEAR VICINITY.  THE
 JE1913'CENTER OF THIS ROAD IS BELIEVED TO BE THE MISSOURI-KANSAS
 JE1913'STATE LINE.
 JE1913'
 JE1913'THE STATION MARK IS APPROXIMATELY 0.15 MILE N OF T-ROAD
 JE1913'INTERSECTION, 22 FEET E OF CENTER LINE OF ROAD, 1 FOOT E OF
 JE1913'RIGHT-OF-WAY FENCE LINE, 68 FEET NNE OF TELEPHONE POLE ON
 JE1913'W SIDE OF ROAD, 55.5 FEET N OF TELEPHONE POLE ON E SIDE OF ROAD.
 JE1913'THE MARK PROJECTS 3 INCHES.
 JE1913'
 JE1913'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 JE1913'STANDARD BRONZE DISKS SET IN CONCRETE.
 JE1913'
 JE1913'REFERENCE MARK NO. 1 IS N OF THE STATION, 22 FEET E OF THE
 JE1913'CENTER LINE OF THE ROAD, 1 FOOT E OF THE RIGHT-OF-WAY FENCE
 JE1913'LINE, 7 FEET S OF TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES.
 JE1913'REFERENCE MARK NO. 2 IS S OF THE STATION, 22 FEET E OF CENTER
 JE1913'LINE OF ROAD, 1-1/2 FEET E OF RIGHT-OF-WAY FENCE LINE, 79 FEET
 JE1913'S OF TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES.  THE DISTANCE
 JE1913'BETWEEN THE REFERENCE MARKS IS 253.63 FEET.
 JE1913'
 JE1913'THE AZIMUTH MARK IS WSW OF THE STATION, ON RIGHT-OF-WAY OF
 JE1913'FIRST ROAD RUNNING E AND W, S OF THE STATION, 0.25 MILE W OF
 JE1913'T-INTERSECTION, 25 FEET S OF CENTER LINE OF ROAD, 1 FOOT N
 JE1913'OF RIGHT-OF-WAY FENCE LINE, 9 FEET E OF TELEPHONE POLE, AND 70
 JE1913'YARDS SE OF MR. C.B. SHANNONS HOUSE.  THE MARK PROJECTS 4
 JE1913'INCHES.
 JE1913'
 JE1913'TO REACH THE STATION FROM THE INTERSECTION OF THE STATE LINE
 JE1913'ROAD AND MAIN STREET OF DREXEL GO S 0.25 MILE TO TURN W, THENCE
 JE1913'W 0.15 MILE TO CROSSROADS, THEN S FOR 4.55 MILES TO WHERE
 JE1913'ROAD CROSSES HIGHEST PART OF RIDGE AND STATION ON E SIDE OF
 JE1913'ROAD.
 JE1913'
 JE1913'A 74-FOOT SIGNAL AT ECTON IS VISIBLE FROM THE GROUND.
 JE1913'
 JE1913'A 60-FOOT SIGNAL AT SKELLY IS VISIBLE AT 35 FEET.
 JE1913'
 JE1913'AN 87-FOOT SIGNAL AT FERGUSON IS VISIBLE AT 25 FEET.
 JE1913'
 JE1913'A 74-FOOT SIGNAL AT WINDISCH IS VISIBLE FROM THE GROUND.
 JE1913'
 JE1913'A 100-FOOT SIGNAL AT WHITE IS VISIBLE AT 40 FEET.
 JE1913
 JE1913                          STATION RECOVERY (1948)
 JE1913
 JE1913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1913'THE STATION AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION
 JE1913'AT PRESENT.  IT IS POSSIBLE THAT THE STATION, REFERENCE MARK
 JE1913'NO. 1, AND REFERENCE MARK NO. 2 WILL BE DISTURBED BY GRADING
 JE1913'IN THE FUTURE.
 JE1913'
 JE1913'A COMPLETE DESCRIPTION FOLLOWS.
 JE1913'
 JE1913'THE STATION IS LOCATED ABOUT 18 MILES NORTHWEST OF BUTLER,
 JE1913'14 MILES WEST OF ADRIAN, AND 5 MILES SOUTH OF DREXEL.  IT
 JE1913'IS IN THE RIGHT-OF-WAY OF A STATE LINE ROAD, 0.15 MILE NORTH
 JE1913'OF THE INTERSECTION OF A T ROAD, 55 FEET NORTH OF A TELEPHONE
 JE1913'POLE, 21 FEET EAST OF THE CENTER OF STATE LINE ROAD, AND
 JE1913'5.5 FEET WEST OF A WIRE FENCE.  IT PROJECTS 8 INCHES AND
 JE1913'IS STAMPED MERWIN 1934.
 JE1913'
 JE1913'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 21 FEET EAST
 JE1913'OF THE CENTER OF ROAD, 18 FEET NORTH OF AN ELM TREE, 7 FEET SOUTH
 JE1913'OF A TELEPHONE POLE, AND 6 FEET WEST OF A FENCE LINE.  IT
 JE1913'PROJECTS 6 INCHES AND IS STAMPED MERWIN NO 1 1934.
 JE1913'
 JE1913'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 21 FEET EAST
 JE1913'OF THE CENTER OF ROAD, AND 6 FEET WEST OF A FENCE LINE.  IT
 JE1913'PROJECTS 6 INCHES AND IS STAMPED MERWIN NO 2 1934.
 JE1913'
 JE1913'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST-SOUTHWEST OF THE
 JE1913'STATION, 0.25 MILE WEST OF A T ROAD INTERSECTION, 220 FEET
 JE1913'SOUTHWEST OF A FARM HOUSE, 25 FEET SOUTH OF THE CENTER OF A
 JE1913'GRAVELED ROAD, 9 FEET EAST OF A TELEPHONE POLE, AND 1 FOOT
 JE1913'NORTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED
 JE1913'MERWIN AZIMUTH 1934.
 JE1913'
 JE1913'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 JE1913'69 AND STATE HIGHWAY 68 IN LOUISBURG, GO SOUTH ON U.S. HIGHWAY
 JE1913'69 FOR 16 MILES TO A CROSSROAD AT JINGO STORE, TURN LEFT AND
 JE1913'GO EAST FOR 4.8 MILES TO A T INTERSECTION, TURN LEFT AND GO
 JE1913'NORTH FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 JE1913'
 JE1913'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.15
 JE1913'MILE, TURN RIGHT AND GO WEST FOR 0.25 MILE TO THE MARK ON THE
 JE1913'LEFT.
 JE1913'
 JE1913'A 74 FOOT SIGNAL AT FERGUSON 1934 IS VISIBLE AT 50 FEET.
 JE1913'
 JE1913'AN 87 FOOT SIGNAL AT JINGO IS VISIBLE AT 30 FEET.
 JE1913'
 JE1913'A 74 FOOT SIGNAL AT WINDISCH 1934 IS VISIBLE AT 15 FEET.
 JE1913
 JE1913                          STATION RECOVERY (1970)
 JE1913
 JE1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1913'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 JE1913'2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 JE1913'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED AND THE
 JE1913'DISK WAS RECOVERED.  THE DISTANCE TO THE REFERENCE MARKS CHECKED
 JE1913'BUT THE DIRECTION BETWEEN THE MARK FAILED TO CHECK THE 1963
 JE1913'DIRECTION BY 3 MINUTES.
 JE1913'
 JE1913'A NEW AZIMUTH MARK WAS SET AND THE AZIMUTH CAN BE OBTAINED
 JE1913'FROM A INVERSE TO THE JINGO, AT AND T MICROWAVE TOWER, 1963.
 JE1913'
 JE1913'FOLLOWING IS A NEW TO REACH AND A DESCRIPTION FOR THE NEW
 JE1913'AZIMUTH MARK.
 JE1913'
 JE1913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 JE1913'AND STATE HIGHWAY 68 AT LOUISBURG, GO SOUTH ON U.S. HIGHWAY
 JE1913'69 FOR 15.4 MILES TO A CROSSROAD AND ROAD LEADING WEST OF JINGO.
 JE1913'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 4.25 MILES TO
 JE1913'A CURVE IN THE ROAD.  TURN LEFT AND GO NORTH ON THE GRAVELED
 JE1913'ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 JE1913'
 JE1913'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 JE1913'
 JE1913'AZIMUTH MARK, A STANDARD DISK STAMPED MERWIN 1934 1970,
 JE1913'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JE1913'2 INCHES.  IT IS ABOUT 75 FEET SOUTH-SOUTHEAST OF MR. CLIFFOR
 JE1913'ALLENS HOUSE, 22 FEET NORTH OF THE CENTER OF AN EAST-WEST
 JE1913'GRAVELED ROAD, 13.5 FEET EAST OF THE EAST GATE POST, 1 FOOT
 JE1913'EAST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 JE1913'
 JE1913'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.15
 JE1913'MILE, TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.3 MILE
 JE1913'TO THE AZIMUTH MARK ON THE RIGHT.
 JE1913'
 JE1913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5
 JE1913'MILES SOUTH OF DREXEL.
 JE1913
 JE1913                          STATION RECOVERY (1973)
 JE1913
 JE1913'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (CS)
 JE1913'MERWIN 1934 RECOVERED GOOD.
 JE1913'
 JE1913'R.M. NO. 1 RECOVERED GOOD.
 JE1913'
 JE1913'MERWIN 1934 1970 RECOVERED GOOD.
 JE1913'
 JE1913'R.M. NO. 2 NOT SEARCHED FOR.
 JE1913'
 JE1913'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI S. OF DREXEL.
 JE1913
 JE1913                          STATION RECOVERY (1993)
 JE1913
 JE1913'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1993 (RSP)
 JE1913'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1402 ***********************************************************************
 HD1402  DESIGNATION -  MET
 HD1402  PID         -  HD1402
 HD1402  STATE/COUNTY-  MO/ST CLAIR
 HD1402  USGS QUAD   -  ROSCOE (1991)
 HD1402
 HD1402                         *CURRENT SURVEY CONTROL
 HD1402  ___________________________________________________________________
 HD1402* NAD 83(1997)-  37 55 51.08876(N)    093 50 04.32880(W)     ADJUSTED  
 HD1402* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 HD1402  ___________________________________________________________________
 HD1402  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 HD1402  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 HD1402
 HD1402  HORZ ORDER  -  SECOND
 HD1402
 HD1402.The horizontal coordinates were established by classical geodetic methods
 HD1402.and adjusted by the National Geodetic Survey in February 2000..
 HD1402
 HD1402.The orthometric height was scaled from a topographic map.
 HD1402
 HD1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1402
 HD1402.The geoid height was determined by GEOID03.
 HD1402
 HD1402;                    North         East     Units Scale Factor Converg.
 HD1402;SPC MO W     -   195,984.775   908,501.079   MT  0.99998331   +0 24 32.7
 HD1402;UTM  15      - 4,198,471.950   426,660.609   MT  0.99966624   -0 30 46.9
 HD1402
 HD1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1402!SPC MO W     -   0.99995975  x   0.99998331  =   0.99994306
 HD1402!UTM  15      -   0.99995975  x   0.99966624  =   0.99962600
 HD1402
 HD1402|---------------------------------------------------------------------|
 HD1402| PID    Reference Object                     Distance      Geod. Az  |
 HD1402|                                                           dddmmss.s |
 HD1402| CN7437 MET RM 3                                           05016     |
 HD1402| CN7435 MET RM 1                             20.159 METERS 23611     |
 HD1402| CN7434 MET AZ MK                                          2650254.2 |
 HD1402| CN7436 MET RM 2                             21.885 METERS 33023     |
 HD1402|---------------------------------------------------------------------|
 HD1402
 HD1402                          SUPERSEDED SURVEY CONTROL
 HD1402
 HD1402  NAD 83(1997)-  37 55 51.08937(N)    093 50 04.32883(W) AD(       ) 2
 HD1402  NAD 83(1997)-  37 55 51.09817(N)    093 50 04.32802(W) AD(       ) 2
 HD1402  NAD 83(1986)-  37 55 51.09889(N)    093 50 04.32693(W) AD(       ) 2
 HD1402  NAD 27      -  37 55 50.97960(N)    093 50 03.56470(W) AD(       ) 2
 HD1402
 HD1402.Superseded values are not recommended for survey control.
 HD1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1402.See file dsdata.txt to determine how the superseded data were derived.
 HD1402
 HD1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB2666198472(NAD 83)
 HD1402_MARKER: DS = TRIANGULATION STATION DISK
 HD1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1402
 HD1402  HISTORY     - Date     Condition        Report By
 HD1402  HISTORY     - 1948     MONUMENTED       CGS
 HD1402  HISTORY     - 1962     GOOD             CGS
 HD1402  HISTORY     - 1973     GOOD             USE
 HD1402
 HD1402                          STATION DESCRIPTION
 HD1402
 HD1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HD1402'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTHWEST OF OSCEOLA,
 HD1402'3.5 MILES SOUTH-SOUTHWEST OF THE VILLAGE OF ROSCOE, 78.0 FEET
 HD1402'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FARM HOUSE, 59.0
 HD1402'FEET SOUTH-SOUTHEAST OF A WELL, 54.0 FEET NORTHEAST OF THE
 HD1402'NORTHEAST CORNER OF A GARAGE, AND 10.0 FEET WEST OF A FENCE LINE.
 HD1402'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED MET 1948.
 HD1402'
 HD1402'REFERENCE MARK NO. 1 IS 21.0 FEET EAST OF THE CENTER OF A
 HD1402'DRIVEWAY AND 1.0 FOOT NORTH OF THE NORTHWEST CORNER OF A GARAGE.
 HD1402'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED MET NO 1 1948.
 HD1402'
 HD1402'REFERENCE MARK NO. 2 IS 49.5 FEET WEST OF A FENCE CORNER, 18.0
 HD1402'FEET WEST OF A WELL, AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE.
 HD1402'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED MET NO 2 1948.
 HD1402'
 HD1402'AZIMUTH MARK IS 140.0 FEET EAST OF THE CENTER OF A CROSSROAD,
 HD1402'18.0 FEET NORTH OF THE CENTER OF A GRADED ROAD, AND 0.6 FOOT SOUTH
 HD1402'OF AN EAST-WEST FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 HD1402'MET 1948.
 HD1402'
 HD1402'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 HD1402'SQUARE IN OSCEOLA, GO SOUTH ON STATE HIGHWAY NO. 13 FOR 0.2 MILE,
 HD1402'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY NO. 82 FOR 9.3 MILES TO
 HD1402'JUNCTION OF COUNTY ROUTE E, CONTINUE ON STATE HIGHWAY NO. 82
 HD1402'FOR 2.4 MILES TO A T ROAD LEFT, TURN LEFT, SOUTH, AND GO 1.55
 HD1402'MILES TO A CROSSROAD, TURN LEFT AND GO 0.05 MILE, AZIMUTH MARK ON
 HD1402'THE LEFT, CONTINUE EAST FOR 0.45 MILE TO A DRIVEWAY TO THE
 HD1402'LEFT, TURN LEFT INTO DRIVEWAY AND GO 0.1 MILE TO THE BACK
 HD1402'OF A FARM HOUSE AND THE STATION AS DESCRIBED.
 HD1402'
 HD1402'A 74 FOOT SIGNAL AT CHALK IS VISIBLE AT 37 FEET.
 HD1402'
 HD1402'A 74 FOOT SIGNAL AT BLUFF IS VISIBLE AT 37 FEET.
 HD1402'
 HD1402'A 74 FOOT SIGNAL AT SAC IS VISIBLE AT 37 FEET.
 HD1402'
 HD1402'A 74 FOOT SIGNAL AT VISTA IS VISIBLE AT 77 FEET.
 HD1402'
 HD1402'A 74 FOOT SIGNAL AT OSAGE IS VISIBLE AT 37 FEET.
 HD1402'
 HD1402'AN 87 FOOT SIGNAL AT HOGLES 1947 IS VISIBLE AT 37 FEET.
 HD1402'
 HD1402'AN 87 FOOT SIGNAL AT TANYARD 1947 IS VISIBLE AT 37 FEET.
 HD1402'
 HD1402'A 74 FOOT SIGNAL AT CANNON IS VISIBLE AT 15 FEET.
 HD1402'
 HD1402'A 74 FOOT SIGNAL AT RONDO 1939 IS VISIBLE AT 50 FEET.
 HD1402'
 HD1402'A 74 FOOT SIGNAL AT MUSTAIN 1939 IS VISIBLE AT 37 FEET.
 HD1402'
 HD1402'A 74 FOOT SIGNAL AT STOCKTON 1939 IS VISIBLE AT 37 FEET.
 HD1402'
 HD1402'A 74 FOOT SIGNAL AT MAYS HILL IS VISIBLE AT 37 FEET.
 HD1402'
 HD1402'A 74 FOOT SIGNAL AT FILLEY 1939 IS VISIBLE AT 15 FEET.
 HD1402'
 HD1402'A 60 FOOT SIGNAL AT AVES IS VISIBLE AT 15 FEET.
 HD1402'
 HD1402'A 74 FOOT SIGNAL AT LOGAN IS VISIBLE AT 37 FEET.
 HD1402'
 HD1402'AN 87 FOOT SIGNAL AT ROCKVILLE IS VISIBLE AT 37 FEET.
 HD1402'
 HD1402'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1402
 HD1402                          STATION RECOVERY (1962)
 HD1402
 HD1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (PB)
 HD1402'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 HD1402'GOOD CONDITION.
 HD1402'
 HD1402'A REFERENCE MARK 3 WAS ESTABLISHED AT THIS DATE.
 HD1402'
 HD1402'A NEW DESCRIPTION FOLLOWS-
 HD1402'
 HD1402'THE STATION IS LOCATED ABOUT 4 MILES NORTH AND 3 MILES EAST
 HD1402'OF CEDAR SPRINGS, 9-1/2 MILES SOUTH AND 7 MILES WEST OF OSCEOLA,
 HD1402'IN THE NORTHWEST 1/4 OF SECTION 31, T-37-N, R-26-W.
 HD1402'
 HD1402'TO REACH THE STATION FROM THE POST OFFICE IN ROSCOE, GO SOUTH ON
 HD1402'COUNTY ROUTE E FOR 0.25 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 HD1402'82, TURN RIGHT AND GO SOUTHWEST ON U.S. HIGHWAY 82 FOR 2.45
 HD1402'MILES TO A SIDEROAD LEFT, TURN LEFT, GO SOUTH FOR 1.55 MILES TO A
 HD1402'SIDEROAD LEFT, TURN LEFT, GO EAST FOR 137 FEET TO THE AZIMUTH
 HD1402'MARK ON THE LEFT, CONTINUE EAST FOR 0.5 MILE TO A DRIVEWAY
 HD1402'ON THE LEFT, TURN LEFT, GO NORTH FOR 0.05 MILE TO THE STATION
 HD1402'JUST NORTH OF THE FARM HOME OF MR. E.E. JOHNSON.
 HD1402'
 HD1402'THE STATION MARK, STAMPED MET 1948, IS A STANDARD DISK SET
 HD1402'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS
 HD1402'FLUSH WITH THE GROUND.  IT IS 59 FEET SOUTH-SOUTHEAST OF WELL,
 HD1402'54 FEET NORTHEAST OF THE NORTHEAST CORNER OF GARAGE AND 34 FEET
 HD1402'SOUTH-SOUTHWEST OF WITNESS POST.
 HD1402'
 HD1402'REFERENCE MARK NO 1, STAMPED MET NO 1 1948, IS A STANDARD DISK SET
 HD1402'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING
 HD1402'2 INCHES.  IT IS 96.1 FEET SOUTHWEST OF WITNESS POST, 39.5 FEET
 HD1402'EAST OF FENCE, 8 FEET WEST OF NORTHWEST CORNER OF GARAGE AND AT
 HD1402'THE BASE OF A DOUBLE TRUNK TREE.
 HD1402'
 HD1402'REFERENCE MARK NO 2, STAMPED MET NO 2 1948, IS A STANDARD
 HD1402'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HD1402'IS FLUSH WITH THE GROUND.  IT IS 54.6 FEET WEST-NORTHWEST OF
 HD1402'WITNESS POST, 19 FEET WEST-NORTHWEST OF WELL AND IN THE
 HD1402'FENCELINE.
 HD1402'
 HD1402'REFERENCE MARK NO 3, STAMPED MET NO 3 1948, IS A STANDARD DISK
 HD1402'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HD1402'PROJECTS 1 INCH.  IT IS 96.5 FEET NORTHEAST OF THE NORTHEAST
 HD1402'CORNER OF HOUSE, 55 FEET SOUTHEAST OF WELL AND 18.8 FEET
 HD1402'SOUTHEAST OF WITNESS POST.
 HD1402'
 HD1402'THE AZIMUTH MARK, STAMPED MET 1948, IS A STANDARD DISK SET IN
 HD1402'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 HD1402'INCHES.  IT IS 137 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 19
 HD1402'FEET NORTH OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTH OF FENCE
 HD1402'AND 1 FOOT EAST OF A WITNESS POST.
 HD1402
 HD1402                          STATION RECOVERY (1973)
 HD1402
 HD1402'RECOVERY NOTE BY US ENGINEERS 1973 (RLA)
 HD1402'MET 1948 RECOVERED GOOD - NO WITNESS POST.
 HD1402'
 HD1402'REF MARKS NO. 1, 2, AND 3 RECOVERED GOOD - NO WITNESS POST.
 HD1402'
 HD1402'AZIMUTH MARK RECOVERED GOOD - WITH WITNESS POST.
 HD1402'
 HD1402'MR. E. E. JOHNSON STILL OWNS AND RESIDES AT SITE OF MARK AND IS
 HD1402'COOPERATIVE.
 HD1402'
 HD1402'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES N. AND 3 MILES E.
 HD1402'OF CEDAR SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2527 ***********************************************************************
 JD2527  DESIGNATION -  META
 JD2527  PID         -  JD2527
 JD2527  STATE/COUNTY-  MO/OSAGE
 JD2527  USGS QUAD   -  META (1987)
 JD2527
 JD2527                         *CURRENT SURVEY CONTROL
 JD2527  ___________________________________________________________________
 JD2527* NAD 83(1997)-  38 19 31.19025(N)    092 11 07.71464(W)     ADJUSTED  
 JD2527* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 JD2527  ___________________________________________________________________
 JD2527  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 JD2527  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JD2527
 JD2527  HORZ ORDER  -  SECOND
 JD2527
 JD2527.The horizontal coordinates were established by classical geodetic methods
 JD2527.and adjusted by the National Geodetic Survey in February 2000..
 JD2527
 JD2527.The orthometric height was scaled from a topographic map.
 JD2527
 JD2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2527
 JD2527.The geoid height was determined by GEOID03.
 JD2527
 JD2527;                    North         East     Units Scale Factor Converg.
 JD2527;SPC MO C     -   276,588.186   527,501.103   MT  0.99994264   +0 11 42.2
 JD2527;UTM  15      - 4,242,225.969   571,196.485   MT  0.99966242   +0 30 18.5
 JD2527
 JD2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2527!SPC MO C     -   0.99996529  x   0.99994264  =   0.99990793
 JD2527!UTM  15      -   0.99996529  x   0.99966242  =   0.99962772
 JD2527
 JD2527|---------------------------------------------------------------------|
 JD2527| PID    Reference Object                     Distance      Geod. Az  |
 JD2527|                                                           dddmmss.s |
 JD2527| CN7439 META RM 1                            30.529 METERS 00742     |
 JD2527| CN7438 META AZ MK                                         1360907.8 |
 JD2527| JD2528 MEANS                               APPROX.10.8 KM 1422805.6 |
 JD2527| CN7440 META RM 2                            27.582 METERS 28944     |
 JD2527| JD2525 ST THOMAS CATH CHURCH STEEPLE       APPROX. 5.4 KM 3293113.4 |
 JD2527|---------------------------------------------------------------------|
 JD2527
 JD2527                          SUPERSEDED SURVEY CONTROL
 JD2527
 JD2527  NAD 83(1986)-  38 19 31.20312(N)    092 11 07.71538(W) AD(       ) 2
 JD2527  NAD 27      -  38 19 31.06300(N)    092 11 07.07700(W) AD(       ) 2
 JD2527
 JD2527.Superseded values are not recommended for survey control.
 JD2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2527.See file dsdata.txt to determine how the superseded data were derived.
 JD2527
 JD2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7119642226(NAD 83)
 JD2527_MARKER: DS = TRIANGULATION STATION DISK
 JD2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2527
 JD2527  HISTORY     - Date     Condition        Report By
 JD2527  HISTORY     - 1947     MONUMENTED       CGS
 JD2527
 JD2527                          STATION DESCRIPTION
 JD2527
 JD2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JD2527'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF META, ALONG
 JD2527'THE ROAD TO ST. THOMAS.  IT IS 34 FEET NORTH-NORTHEAST OF THE
 JD2527'CENTERLINE OF COUNTY ROUTE B, 35 FEET NORTHWEST OF A FENCE
 JD2527'CORNER, 24 FEET WEST OF A T FENCE, AND 16.7 FEET NORTH OF
 JD2527'A WITNESS POST.  THE DISK IS STAMPED META 1947 AND PROJECTS
 JD2527'4 INCHES.
 JD2527'
 JD2527'REFERENCE MARK NO. 1 IS 100.16 FEET NORTH OF THE STATION.  THE
 JD2527'DISK IS STAMPED META NO 1 1947 AND PROJECTS 4 INCHES.
 JD2527'
 JD2527'REFERENCE MARK NO. 2 IS 90.49 FEET NORTHWEST OF THE STATION,
 JD2527'18 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, AND
 JD2527'1 FOOT NORTH OF A FENCE.  THE DISK IS STAMPED META NO 2
 JD2527'1947 AND PROJECTS 4 INCHES.
 JD2527'
 JD2527'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE SOUTHEAST OF
 JD2527'THE STATION, 14 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 JD2527'COUNTY ROUTE B, 4.4 FEET EAST-SOUTHEAST OF A WITNESS POST,
 JD2527'AND 2.4 FEET NORTHEAST OF A TELEPHONE POLE.
 JD2527'
 JD2527'THE DISK IS STAMPED META 1947 AND PROJECTS 6 INCHES.
 JD2527'
 JD2527'TO REACH THE STATION FROM THE POST OFFICE IN META, GO NORTHWEST
 JD2527'ON COUNTY ROUTE B (TOWARDS ST. THOMAS) FOR 1.3 MILES TO THE
 JD2527'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTHWEST
 JD2527'FOR 0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 JD2527'
 JD2527'OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 JD2527'
 JD2527'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0902 ***********************************************************************
 HE0902  DESIGNATION -  METCALF
 HE0902  PID         -  HE0902
 HE0902  STATE/COUNTY-  MO/BARTON
 HE0902  USGS QUAD   -  IANTHA (1962)
 HE0902
 HE0902                         *CURRENT SURVEY CONTROL
 HE0902  ___________________________________________________________________
 HE0902* NAD 83(1997)-  37 35 58.73438(N)    094 23 57.60807(W)     ADJUSTED  
 HE0902* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 HE0902  ___________________________________________________________________
 HE0902  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 HE0902  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HE0902
 HE0902  HORZ ORDER  -  FIRST
 HE0902
 HE0902.The horizontal coordinates were established by classical geodetic methods
 HE0902.and adjusted by the National Geodetic Survey in February 2000..
 HE0902
 HE0902.The orthometric height was scaled from a topographic map.
 HE0902
 HE0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0902
 HE0902.The geoid height was determined by GEOID03.
 HE0902
 HE0902;                    North         East     Units Scale Factor Converg.
 HE0902;SPC MO W     -   159,021.236   858,888.932   MT  0.99994215   +0 03 41.1
 HE0902;UTM  15      - 4,162,317.159   376,474.011   MT  0.99978795   -0 51 14.0
 HE0902
 HE0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0902!SPC MO W     -   0.99995870  x   0.99994215  =   0.99990085
 HE0902!UTM  15      -   0.99995870  x   0.99978795  =   0.99974666
 HE0902
 HE0902:                Primary Azimuth Mark                     Grid Az
 HE0902:SPC MO W     -  NEVADA ST HOSP 3 TALL STACK              006 32 56.4
 HE0902:UTM  15      -  NEVADA ST HOSP 3 TALL STACK              007 27 51.5
 HE0902
 HE0902|---------------------------------------------------------------------|
 HE0902| PID    Reference Object                     Distance      Geod. Az  |
 HE0902|                                                           dddmmss.s |
 HE0902| HE0911 NEVADA ST HOSP 3 TALL STACK         APPROX.29.3 KM 0063637.5 |
 HE0902| HE0910 NEVADA ST HOSP 3 SHORT STACK        APPROX.29.3 KM 0063919.3 |
 HE0902| HE0909 NEVADA ST HOSP 3 WATER TANK         APPROX.29.2 KM 0064205.3 |
 HE0902| HE0912 NEVADA VERNON CO CTHSE DOME         APPROX.26.8 KM 0075641.4 |
 HE0902| HE0907 NEVADA CHRISTIAN CHURCH SPIRE       APPROX.26.6 KM 0081928.5 |
 HE0902| CN7441 METCALF AZ MK                                      0420141.0 |
 HE0902| HE0891 SHELDON TEX EMPIRE PLINE STK        APPROX.13.2 KM 0452522.7 |
 HE0902| HE0892 SHELDON TEX EMPIRE PLINE N TK       APPROX.13.2 KM 0452707.6 |
 HE0902| HE0889 SHELDON TEX EMPIRE PLINE S TK       APPROX.13.2 KM 0460856.3 |
 HE0902| HE0888 SHELDON MUNICIPAL TANK              APPROX.11.4 KM 0551435.5 |
 HE0902| HE0895 LAMAR MUNICIPAL STANDPIPE           APPROX.15.7 KM 1332433.6 |
 HE0902| HE0977 LAMAR CATHOLIC CHURCH SPIRE         APPROX.15.9 KM 1355413.6 |
 HE0902| CN7442 METCALF RM 1                         47.671 METERS 13731     |
 HE0902| CN7443 METCALF RM 2                         33.656 METERS 19210     |
 HE0902| HE1134 MULBERRY MUNICIPAL TANK             APPROX.20.7 KM 2554716.6 |
 HE0902| HE1140 ARMA MUNICIPAL TANK                 APPROX.26.9 KM 2570130.4 |
 HE0902| AE6545 24 E CWA RESET                                     3421152.6 |
 HE0902| AE6544 24 E CWA RESET 2                                   3435305.3 |
 HE0902|---------------------------------------------------------------------|
 HE0902
 HE0902                          SUPERSEDED SURVEY CONTROL
 HE0902
 HE0902  NAD 83(1997)-  37 35 58.73461(N)    094 23 57.60808(W) AD(       ) 1
 HE0902  NAD 83(1997)-  37 35 58.74277(N)    094 23 57.60787(W) AD(       ) 1
 HE0902  NAD 83(1986)-  37 35 58.74545(N)    094 23 57.60379(W) AD(       ) 1
 HE0902  NAD 27      -  37 35 58.58200(N)    094 23 56.77500(W) AD(       ) 1
 HE0902
 HE0902.Superseded values are not recommended for survey control.
 HE0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0902.See file dsdata.txt to determine how the superseded data were derived.
 HE0902
 HE0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7647462317(NAD 83)
 HE0902_MARKER: DS = TRIANGULATION STATION DISK
 HE0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0902_SP_SET: SET INTO CONCRETE POST
 HE0902_STAMPING: METCALF 1934
 HE0902_MARK LOGO: CGS   
 HE0902_PROJECTION: FLUSH
 HE0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0902+STABILITY: SURFACE MOTION
 HE0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0902+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1991
 HE0902
 HE0902  HISTORY     - Date     Condition        Report By
 HE0902  HISTORY     - 1934     MONUMENTED       CGS
 HE0902  HISTORY     - 1939     GOOD             CGS
 HE0902  HISTORY     - 1960     GOOD             CGS
 HE0902  HISTORY     - 1966     GOOD             CGS
 HE0902  HISTORY     - 1973     GOOD             NGS
 HE0902  HISTORY     - 19910319 GOOD             MODNR
 HE0902
 HE0902                          STATION DESCRIPTION
 HE0902
 HE0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 HE0902'ABOUT 6 MILES WEST-NORTHWEST OF IRWIN IN THE NORTHWEST QUARTER
 HE0902'OF SEC. 24 T. 33 N., R. 32 W., AT THE SUMMIT OF A SMALL FLAT-TOPPED
 HE0902'MOUND AND ON ITS SOUTHEAST SIDE, IN A PASTURE OWNED BY LEE
 HE0902'METCALF.  SURFACE MARK IS 134 FEET NORTH-NORTHEAST OF THE
 HE0902'NORTHEAST CORNER OF THE METCALF FARMHOUSE AND 99.5 FEET NORTHEAST
 HE0902'OF A WELL AND PROJECTS 2 INCHES ABOVE GROUND.
 HE0902'
 HE0902'TO REACH FROM THE POINT WHERE COUNTY ROAD C LEADS EAST FROM
 HE0902'U.S. HIGHWAY 71, JUST WEST OF IRWIN, GO WEST ON GRAVEL ROAD 2
 HE0902'MILES, TURN NORTH, GO 1 MILE, TURN WEST, GO 4 MILES, TURN SOUTH,
 HE0902'GO 0.45 MILE, TURN EAST IN DRIVEWAY AND GO 0.15 MILE UP DRIVEWAY
 HE0902'TO MOUND AND STATION.
 HE0902'
 HE0902'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0902'BRONZE DISKS SET IN CONCRETE.
 HE0902'
 HE0902'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, AT THE
 HE0902'NORTHEAST CORNER OF A SMALL PASTURE LOT EAST OF THE FARMHOUSE.
 HE0902'IT PROJECTS 3 INCHES ABOVE GROUND.
 HE0902'
 HE0902'REFERENCE MARK NO. 2 IS 129.06 FEET WEST OF REFERENCE MARK NO.
 HE0902'1, SOUTH OF THE STATION, 1 FOOT NORTH OF A FENCE ON THE NORTH
 HE0902'SIDE OF THE HOUSE YARD, 30 FEET NORTHEAST OF THE NORTHEAST CORNER
 HE0902'OF THE FARMHOUSE, AND PROJECTS 5 INCHES ABOVE GROUND.
 HE0902'
 HE0902'AZIMUTH MARK IS NORTHEAST OF THE STATION, 0.45 MILE EAST OF A
 HE0902'CROSSROADS, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF
 HE0902'THE EAST-WEST ROAD, 1 FOOT WEST OF A NORTH-SOUTH HEDGE FENCE.
 HE0902'IT PROJECTS 5 INCHES ABOVE GROUND.
 HE0902'
 HE0902'248 (U.S.G.S.,MO.GEOD.S.) IS NORTH-NORTHWEST OF THE STATION,
 HE0902'25 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 40 FEET
 HE0902'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD.  A U.S. GEOLOGICAL
 HE0902'SURVEY BENCH MARK DISK SET IN THE CENTER OF THE TOP OF AN
 HE0902'8-INCH-SQUARE CONCRETE POST STAMPED C.W.A. 248 1934, AND PROJECTS
 HE0902'2 INCHES ABOVE GROUND.
 HE0902'
 HE0902'LIGHTS 100 FEET ABOVE WULLF, MINDEN AND MILO, 87 FEET ABOVE
 HE0902'LIBERAL AND PERRY AND 7 FEET ABOVE ARCADIA ARE VISIBLE FROM
 HE0902'GROUND AT THIS STATION.
 HE0902
 HE0902                          STATION RECOVERY (1939)
 HE0902
 HE0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HE0902'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 HE0902'CONDITION.  24 E (U.S.G.S.,MO.GEOD.S.) DESIGNATED IN THE ORIGINAL
 HE0902'DESCRIPTION AS 248 (U.S.G.S.,MO.GEOD.S.) HAS BEEN RESET IN A
 HE0902'NEW LOCATION BY THE U.S. GEOLOGICAL SURVEY.  MARKS ARE STAMPED
 HE0902'AS FOLLOWS- SURFACE MARK, METCALF 1934, REFERENCE MARK NO. 1,
 HE0902'METCALF NO. 1, 1934, AND REFERENCE MARK NO. 2, METCALF NO. 2,
 HE0902'1934.  DIRECTIONS AND DISTANCES WERE CHECKED IN THE FIELD AND
 HE0902'THE MEASUREMENTS GIVEN BELOW SHOULD BE ACCEPTED AS CORRECT.
 HE0902'
 HE0902'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE NORTHEAST OF STATION,
 HE0902'23 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1 FOOT
 HE0902'SOUTH OF A FENCE LINE, 1 FOOT WEST OF A NORTH-SOUTH HEDGE FENCE
 HE0902'AND 9 FEET WEST OF THE WEST POST OF A WOODEN GATE ON THE EAST
 HE0902'SIDE OF THE HEDGE FENCE.  IT IS STAMPED METCALF AZIMUTH 1934 AND
 HE0902'PROJECTS 5 INCHES ABOVE GROUND.
 HE0902'
 HE0902'TO REACH THE MARK FROM STATION, GO WEST 0.15 MILE, TURN RIGHT
 HE0902'(NORTH) AND GO 0.45 MILE, THEN TURN RIGHT (EAST) AND GO 0.45
 HE0902'MILE TO THE HEDGE FENCE AND MARK ON THE RIGHT (SOUTH) SIDE OF
 HE0902'ROAD.
 HE0902'
 HE0902'24 E (U.S.G.S.,MO.GEOD.S.) IS APPROXIMATELY 0.45 MILE
 HE0902'NORTH-NORTHWEST OF THE STATION, 40 FEET SOUTH OF THE CENTER
 HE0902'LINE OF AN EAST-WEST ROAD AND 66 FEET EAST OF THE CENTER LINE
 HE0902'OF A NORTH-SOUTH ROAD.  IT IS A U.S. GEOLOGICAL SURVEY BENCH
 HE0902'MARK DISK, STAMPED 24 E C.W.A. RESET 1938 SET IN CONCRETE AND
 HE0902'PROJECTS 6 INCHES ABOVE GROUND.
 HE0902'
 HE0902'TO REACH MARK FROM STATION, GO WEST FOR 0.15 MILE, THEN TURN
 HE0902'RIGHT (NORTH) AND GO 0.45 MILE TO THE MARK ON THE RIGHT (EAST)
 HE0902'SIDE OF THE ROAD.
 HE0902'
 HE0902'SURFACE, REFERENCE AND AZIMUTH MARKS ARE WITNESSED BY 4- BY 4-INCH
 HE0902'WHITE WOODEN POSTS WHICH PROJECTS 2-1/2 FEET ABOVE GROUND.
 HE0902'
 HE0902'A 37-FOOT TOWER WILL CLEAR ALL LINES.
 HE0902
 HE0902                          STATION RECOVERY (1960)
 HE0902
 HE0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0902'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 HE0902'BENCH MARK 24 E C.W.A. RESET 1938 (USGS) WERE RECOVERED AND
 HE0902'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND
 HE0902'THE CONCRETE ON THE SOUTH SIDE OF THE MARK WAS FOUND BROKEN
 HE0902'OFF BUT THE MARK IS STILL IN GOOD CONDITION.  THE DIRECTIONS
 HE0902'TO THE MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK
 HE0902'NO. 1 WAS FOUND TO BE .05 FOOT LONGER THAN PREVIOUSLY MEASURED.
 HE0902'THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE .07 FOOT
 HE0902'SHORTER THAN PREVIOUSLY MEASURED.
 HE0902'
 HE0902'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HE0902'
 HE0902'THE STATION IS APPROXIMATELY 6 MILES WEST OF IRWIN, 6 MILES
 HE0902'NORTH OF IANTHA, AT THE SUMMIT OF A SMALL FLAT-TOPPED MOUND
 HE0902'AND ON ITS SOUTHEAST SIDE, IN A PASTURE OWNED BY MR. JOHN J.
 HE0902'METCALF AND IN THE NORTHWEST QUARTER OF SECTION 24, T 33 N,
 HE0902'R 32 W.
 HE0902'
 HE0902'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 HE0902'COUNTY ROUTES V AND C WHICH IS 0.4 MILE WEST OF IRWIN, GO WEST,
 HE0902'NORTH AND WEST ON ROUTE V FOR 6.3 MILES TO A CROSSROAD AND THE
 HE0902'JUNCTION OF COUNTY ROUTE W AND BENCH MARK 24 E (USGS) IN THE
 HE0902'SOUTHEAST ANGLE OF THE CROSSROAD.  TURN LEFT, SOUTH, ON ROUTE W FOR
 HE0902'0.45 MILE TO A DRIVEWAY ON THE LEFT LEADING TO THE FARM
 HE0902'HOME OF MR. METCALFS.  TURN LEFT, EAST, ON THE ROCK
 HE0902'DRIVEWAY FOR 0.15 MILE TO THE FARM HOME AND THE STATION ON
 HE0902'THE MOUND NORTH OF THE HOUSE.
 HE0902'
 HE0902'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROUTES
 HE0902'V AND W WHICH IS APPROXIMATELY 0.45 MILE NORTH OF THE STATION,
 HE0902'GO EAST ON ROUTE V FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 HE0902'RIGHT.
 HE0902'
 HE0902'THE STATION MARK, A STANDARD DISK STAMPED METCALF 1934, IS SET
 HE0902'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HE0902'134 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 76 FEET
 HE0902'EAST OF A 4-INCH CEDAR TREE AT THE WEST SIDE OF THE MOUND AND
 HE0902'57 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL BUILDING.
 HE0902'
 HE0902'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED METCALF NO 1
 HE0902'1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 HE0902'IT IS 53.5 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 18 FEET
 HE0902'NORTH OF A 30-INCH OAK TREE, 1.5 FEET WEST OF A CORNER FENCE
 HE0902'POST AND AT THE NORTHEAST CORNER OF A FENCED IN PASTURE LET
 HE0902'EAST OF THE HOUSE.
 HE0902'
 HE0902'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED METCALF NO 2
 HE0902'1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 HE0902'IT IS 30 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 HE0902'21 FEET WEST OF THE SOUTHWEST CORNER OF A BARN AND 1 FOOT
 HE0902'NORTH OF A FENCE.
 HE0902'
 HE0902'AZIMUTH MARK, IS A STANDARD REFERENCE MARK DISK, STAMPED
 HE0902'METCALF AZIMUTH 1934, SET IN A SQUARE CONCRETE POST WHICH
 HE0902'PROJECTS 4 INCHES.  IT IS 26 FEET SOUTH OF THE CENTER OF ROUTE
 HE0902'V AND 15 FEET NORTH OF A T-FENCE CORNER POST AT THE NORTH END
 HE0902'OF A HEDGE ROW.
 HE0902'
 HE0902'24 E IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED 24
 HE0902'E C.W.A. RESET 1938, SET IN A SQUARE CONCRETE POST WHICH
 HE0902'PROJECTS 4 INCHES.  IT IS 68 FEET EAST OF ROUTE W, 44 FEET SOUTH
 HE0902'OF ROUTE V, 1 FOOT SOUTH OF A FENCE AND 1 FOOT SOUTHEAST OF A
 HE0902'METAL WITNESS POST.
 HE0902'
 HE0902'NOTE, REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HE0902'
 HE0902'NOTE- A 50 FOOT TOWER WAS USED.
 HE0902
 HE0902                          STATION RECOVERY (1966)
 HE0902
 HE0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 HE0902'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AZIMUTH
 HE0902'MARK, AND B. M. 24 E C. W. A. RESET 1938 (USGS) WERE RECOVERED AS
 HE0902'DESCRIBED IN 1960 AND FOUND IN GOOD CONDITION.  THE DESCRIPTION IS
 HE0902'ADEQUATE FOR RECOVERY.
 HE0902
 HE0902                          STATION RECOVERY (1973)
 HE0902
 HE0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HE0902'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND BENCH MARK
 HE0902'24 E C. W. A. RESET 1938 (USGS AND MO. GEOD. S.) WERE RECOVERED
 HE0902'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED IN
 HE0902'POOR CONDITION AND WAS REPAIRED THIS DATE.  DUE TO CONSTRUCTION OF
 HE0902'A CHURCH BUILDING AT THE INTERSECTION OF COUNTY ROUTE V AND W, AT THE
 HE0902'SITE OF THE BENCH MARK, THE BENCH MARK HAD TO BE MOVED.  THE
 HE0902'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT CHECKED
 HE0902'THIS DATE, HOWEVER THE REFERENCE MARKS APPEARED TO BE IN
 HE0902'THERE ORIGINAL POSITIONS.  THE DIRECTION TO THE
 HE0902'INTERSECTION STATIONS AND THE AZIMUTH MARK COMPARED FAVORABLY WITH
 HE0902'THE PREVIOUS DATA.  THE LINE OF SIGHT BETWEEN THE STATION MARK
 HE0902'AND THE BENCH MARK RESET 1938 WAS OBSTRUCTED BY THE CHURCH BUILDING.
 HE0902'THE DESCRIPTION OF THE ROUTE TO REACH THE STATION IS ADEQUATE
 HE0902'WITH THE EXCEPTION THAT THE DRIVEWAY LEADING TO THE OLD FARM
 HE0902'BUILDINGS IS GROWN OVER WITH A DOUBLE ROW OF TREES, BUT A WAY CAN
 HE0902'BE PICKED THROUGH THE TREES AND PASTURE TO THE OLD FARM BUILDINGS
 HE0902'AND MOUND NORTH OF THE OLD HOUSE AND THE STATION MARK ON TOP OF
 HE0902'MOUND.
 HE0902'
 HE0902'FOLLOWING IS A DESCRIPTION FOR THE RESET BENCH MARK.
 HE0902'
 HE0902'THE BENCH MARK IS A US GEOLOGICAL SURVEY AND MISSOURI GEODETIC SURVEY
 HE0902'DISK STAMPED 24 E C. W. A. RESET 1938 1973, SET IN THE TOP OF AN 8
 HE0902'INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 HE0902'IS 103 FEET NORTH OF THE NORTHEAST CORNER OF THE CHURCH BUILDING,
 HE0902'79 FEET EAST OF A POWER POLE, 40 FEET NORTH OF THE CENTER OF
 HE0902'ROUTE V, 36 FEET WEST OF A POWER POLE, 1 FOOT WEST OF A METAL
 HE0902'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.  THIS MARK WAS
 HE0902'MOVED THIS DATE, 91.11 FEET AND ABOUT 30 DEGREES EAST OF NORTH
 HE0902'FROM ITS PREVIOUS LOCATION.
 HE0902'
 HE0902'A METAL WITNESS POST WAS SET AT THE AZIMUTH MARK.
 HE0902'
 HE0902'A WITNESS POST WAS NOT SET AT THE STATION MARK, AS STATION IS IN
 HE0902'PASTURE ON TOP OF ROCKY MOUND AND CAN BE FOUND WITHOUT MUCH TROUBLE.
 HE0902'
 HE0902'24 E RESET 1938 TO 24 E RESET 1973 = + 1.162 FEET.
 HE0902'
 HE0902'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES WEST
 HE0902'OF IRWIN.
 HE0902
 HE0902                          STATION RECOVERY (1991)
 HE0902
 HE0902'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 HE0902'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE METCALF FARM HOUSE
 HE0902'IS NO LONGER STANDING.  THE DRIVEWAY HAS A LOCKED GATE ACROSS IT, BUT
 HE0902'IF OPENED THIS STATION COULD BE DRIVEN TO.  THE SMALL BUILDING AT THE
 HE0902'TOP OF THE HILL IS ALSO GONE.  BOTH REFERENCE MARKS WERE RECOVERED IN
 HE0902'GOOD CONDITION.  AT ONE TIME THIS HILL WAS TO BE LEVELED AND THEN
 HE0902'MINED, BUT AS OF THIS DATE NO WORK HAS BEEN DONE AND NO ONE KNOWS IF
 HE0902'IT EVER WILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0465 ***********************************************************************
 KC0465  DESIGNATION -  MEXICO
 KC0465  PID         -  KC0465
 KC0465  STATE/COUNTY-  MO/AUDRAIN
 KC0465  USGS QUAD   -  MEXICO WEST (1984)
 KC0465
 KC0465                         *CURRENT SURVEY CONTROL
 KC0465  ___________________________________________________________________
 KC0465* NAD 83(1997)-  39 10 01.74491(N)    091 54 06.87272(W)     ADJUSTED  
 KC0465* NAVD 88     -       250.704  (meters)     822.52   (feet)  ADJUSTED  
 KC0465  ___________________________________________________________________
 KC0465  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 KC0465  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0465  DYNAMIC HT  -         250.548 (meters)     822.01  (feet)  COMP
 KC0465  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 KC0465
 KC0465  HORZ ORDER  -  FIRST
 KC0465  VERT ORDER  -  SECOND    CLASS 0
 KC0465
 KC0465.The horizontal coordinates were established by classical geodetic methods
 KC0465.and adjusted by the National Geodetic Survey in February 2000..
 KC0465
 KC0465.The orthometric height was determined by differential leveling
 KC0465.and adjusted by the National Geodetic Survey in June 1991..
 KC0465
 KC0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0465
 KC0465.The geoid height was determined by GEOID03.
 KC0465
 KC0465.The dynamic height is computed by dividing the NAVD 88
 KC0465.geopotential number by the normal gravity value computed on the
 KC0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0465.degrees latitude (g = 980.6199 gals.).
 KC0465
 KC0465.The modeled gravity was interpolated from observed gravity values.
 KC0465
 KC0465;                    North         East     Units Scale Factor Converg.
 KC0465;SPC MO C     -   370,156.593   551,685.088   MT  0.99996621   +0 22 39.9
 KC0465;UTM  15      - 4,335,899.989   594,862.678   MT  0.99971080   +0 41 36.9
 KC0465
 KC0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0465!SPC MO C     -   0.99996576  x   0.99996621  =   0.99993197
 KC0465!UTM  15      -   0.99996576  x   0.99971080  =   0.99967657
 KC0465
 KC0465:                Primary Azimuth Mark                     Grid Az
 KC0465:SPC MO C     -  MEXICO GR FIREBRICK PLT 2 STK            043 53 39.7
 KC0465:UTM  15      -  MEXICO GR FIREBRICK PLT 2 STK            043 34 42.7
 KC0465
 KC0465|---------------------------------------------------------------------|
 KC0465| PID    Reference Object                     Distance      Geod. Az  |
 KC0465|                                                           dddmmss.s |
 KC0465| KC0674 MEXICO GR FIREBRICK PLT 2 STK       APPROX. 0.7 KM 0441619.6 |
 KC0465| KC0675 MEXICO GR FIREBRICK PLT 2 TK        APPROX. 0.7 KM 0472152.5 |
 KC0465| KC0676 MEXICO INTL SHOE CO TANK            APPROX. 0.9 KM 0604743.9 |
 KC0465| KC0679 MEXICO AUDRAIN CO CTHSE DOME        APPROX. 1.7 KM 0693719.5 |
 KC0465| KC0678 MEXICO MO PWR LT CO STACK           APPROX. 1.4 KM 0765459.0 |
 KC0465| KC0677 MEXICO MO PWR LT CO TANK            APPROX. 1.3 KM 0765532.7 |
 KC0465| KC0466 MEXICO RM 1                          35.012 METERS 15852     |
 KC0465| CL9887 MEXICO AZ MK                                       1950106.9 |
 KC0465| KC0467 MEXICO RM 2                          33.013 METERS 24802     |
 KC0465|---------------------------------------------------------------------|
 KC0465
 KC0465                          SUPERSEDED SURVEY CONTROL
 KC0465
 KC0465  NAD 83(1997)-  39 10 01.75427(N)    091 54 06.87906(W) AD(       ) 1
 KC0465  NAD 83(1986)-  39 10 01.75631(N)    091 54 06.87989(W) AD(       ) 1
 KC0465  NAD 27      -  39 10 01.61170(N)    091 54 06.26490(W) AD(       ) 1
 KC0465  NGVD 29 (??/??/92)  250.705  (m)          822.52   (f) ADJ UNCH    2 0
 KC0465
 KC0465.Superseded values are not recommended for survey control.
 KC0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0465.See file dsdata.txt to determine how the superseded data were derived.
 KC0465
 KC0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9486335900(NAD 83)
 KC0465_MARKER: DS = TRIANGULATION STATION DISK
 KC0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0465_STAMPING: MEXICO 1934
 KC0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0465+STABILITY: SURFACE MOTION
 KC0465
 KC0465  HISTORY     - Date     Condition        Report By
 KC0465  HISTORY     - 1934     MONUMENTED       CGS
 KC0465  HISTORY     - 1935     GOOD             NGS
 KC0465  HISTORY     - 1948     GOOD             CGS
 KC0465  HISTORY     - 1963     GOOD             CGS
 KC0465  HISTORY     - 1967     GOOD             CGS
 KC0465  HISTORY     - 20051105 GOOD             GEOCAC
 KC0465
 KC0465                          STATION DESCRIPTION
 KC0465
 KC0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KC0465'STATION IS ABOUT 1 MILE WSW OF THE COURTHOUSE IN MEXICO, ON LAND
 KC0465'OWNED BY THE CITY OF MEXICO AND USED AS A CEMETERY, IN THE SE
 KC0465'CORNER OF THE CEMETERY, 2 FEET NW OF THE FENCE, 44 FEET SSE OF
 KC0465'AN 18-INCH ELM TREE, 53 FEET SE OF A 12-INCH ELM TREE, 20 FEET
 KC0465'SE OF CENTER LINE OF CEMETERY DRIVE, 49 FEET NW OF NW RAIL OF
 KC0465'THE CHICAGO AND ALTON RAILROAD, 27 FEET SW OF 7-INCH ELM
 KC0465'TREE THAT STANDS AT THE NW SIDE OF THE FENCE.  THE MARK
 KC0465'PROJECTS 7 INCHES.
 KC0465'
 KC0465'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KC0465'BRONZE DISKS SET IN CONCRETE.
 KC0465'
 KC0465'REFERENCE MARK NO. 1 IS 114.87 FEET SSE OF STATION, 1 FOOT NW
 KC0465'OF THE SE RIGHT-OF-WAY FENCE OF THE RAILROAD, 44 FEET SE OF SE
 KC0465'RAIL OF THE RAILROAD.  IT PROJECTS 10 INCHES.
 KC0465'
 KC0465'REFERENCE MARK NO. 2 IS 108.31 FEET WSW OF STATION, 1 FOOT N
 KC0465'OF THE S CEMETERY FENCE, 68 FEET W OF THE W GATE POST, 16 FEET
 KC0465'S OF THE CENTER LINE OF THE CEMETERY DRIVE, 156.74 FEET WNW
 KC0465'OF REFERENCE MARK NO. 1.
 KC0465'
 KC0465'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SSW OF STATION, 380 FEET
 KC0465'S OF BOULEVARD STREET, 45 FEET S OF A T-ROAD, 20 FEET W OF
 KC0465'CENTER LINE OF N-S ROAD, 1 FOOT E OF THE FENCE.  IT PROJECTS
 KC0465'4 INCHES.
 KC0465'
 KC0465'TO REACH STATION FROM THE HIGHWAY BRIDGE OVER THE RAILROAD TRACKS
 KC0465'IN MEXICO, GO S TO THE FIRST E-W STREET.  TURN W AND GO 2
 KC0465'BLOCKS, THENCE N ONE BLOCK TO SIDE STREET THAT ENDS AT THE
 KC0465'RAILROAD TRACKS.  THEN W ON THE SIDE STREET AND GO 0.75 MILE TO
 KC0465'THE CEMETERY ENTRANCE AT THE NE CORNER OF THE CEMETERY.  TURN
 KC0465'S THROUGH GATE AND GO 0.25 MILE ON THE E CEMETERY DRIVE TO THE
 KC0465'SE CORNER OF CEMETERY AND STATION.
 KC0465'
 KC0465'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 KC0465'
 KC0465'ALL LIGHTS CAME INTO VIEW AT 50 FEET.
 KC0465
 KC0465                          STATION RECOVERY (1935)
 KC0465
 KC0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KC0465'AT MEXICO.
 KC0465'AT MEXICO, AUDRAIN COUNTY, AT THE SOUTHWEST EDGE OF TOWN, ON
 KC0465'THE CHICAGO AND ALTON RAILROAD, 24 RAILS NORTH OF MILEPOST 1, AT
 KC0465'THE SOUTHEAST EDGE OF A CEMETERY DIRECTLY EAST OF THE TRIMBLE
 KC0465'TOMB STONE, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, AND AT
 KC0465'A FENCE.  A STANDARD TRIANGULATION STATION DISK, STAMPED MEXICO
 KC0465'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KC0465
 KC0465                          STATION RECOVERY (1948)
 KC0465
 KC0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LBO)
 KC0465'ALL MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN EXCELLENT
 KC0465'CONDITION.  DESCRIPTION ADEQUATE.
 KC0465
 KC0465                          STATION RECOVERY (1963)
 KC0465
 KC0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KC0465'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 KC0465'AZIMUTH MARK IS NOT VISIBLE AT TRIPOD - HIGHTH FROM THE STATION
 KC0465'BECAUSE OF TREES OBSURING NINE OF SIGHT.  THE ROUTE DESCRIPTION
 KC0465'WAS ADEQUATE.
 KC0465
 KC0465                          STATION RECOVERY (1967)
 KC0465
 KC0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KC0465'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 KC0465'DESCRIPTION TO REACH THE STATION WAS NOT CHECKED AS SOME OF THE
 KC0465'STREETS WERE BEING REPAIRED.
 KC0465'
 KC0465'THE STATION MARK IS NEAR THE SOUTHEAST CORNER OF THE CEMETERY, 15
 KC0465'FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY AT A CURVE IN
 KC0465'DRIVEWAY, 26 FEET SOUTHWEST OF A 24-INCH TREE AND 1 FOOT NORTHEAST
 KC0465'OF A METAL WITNESS POST.
 KC0465'
 KC0465'R.M. NO. 1 IS 1 FOOT NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE
 KC0465'OF RAILROAD.
 KC0465'
 KC0465'R.M. NO. 2 IS 16 FEET SOUTH OF CENTERLINE OF DRIVEWAY ALONG THE
 KC0465'SOUTH SIDE OF THE CEMETERY.
 KC0465'
 KC0465'THE AZIMUTH MARK IS ABOUT 380 FEET SOUTH OF THE CENTERLINE OF
 KC0465'BOULEVARD STREET, 45 FEET SOUTH OF THE EXTENDED CENTERLINE OF TAYLOR
 KC0465'STREET, 20 FEET WEST OF THE CENTERLINE OF MARGRETTA STREET AND 1.5
 KC0465'FEET NORTH OF A METAL WITNESS POST.  THIS MARK MAY NOT BE VISIBLE
 KC0465'FROM THE GROUND AT THE STATION BUT IT WAS DIFFICULT TO CHECK DUE
 KC0465'TO LEAVES ON THE TREES.
 KC0465'
 KC0465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEXICO.
 KC0465
 KC0465                          STATION RECOVERY (2005)
 KC0465
 KC0465'RECOVERY NOTE BY GEOCACHING 2005 (KHK)
 KC0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0674 ***********************************************************************
 KC0674  DESIGNATION -  MEXICO GR FIREBRICK PLT 2 STK
 KC0674  PID         -  KC0674
 KC0674  STATE/COUNTY-  MO/AUDRAIN
 KC0674  USGS QUAD   -  MEXICO WEST (1984)
 KC0674
 KC0674                         *CURRENT SURVEY CONTROL
 KC0674  ___________________________________________________________________
 KC0674* NAD 83(1997)-  39 10 17.78795(N)    091 53 46.77891(W)     ADJUSTED  
 KC0674* NAVD 88     -                                                        
 KC0674  ___________________________________________________________________
 KC0674  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 KC0674  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0674
 KC0674  HORZ ORDER  -  THIRD
 KC0674
 KC0674.The horizontal coordinates were established by classical geodetic methods
 KC0674.and adjusted by the National Geodetic Survey in February 2000..
 KC0674
 KC0674
 KC0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0674
 KC0674.The geoid height was determined by GEOID03.
 KC0674
 KC0674;                    North         East     Units Scale Factor Converg.
 KC0674;SPC MO C     -   370,654.504   552,164.145   MT  0.99996683   +0 22 52.7
 KC0674;UTM  15      - 4,336,400.406   595,338.861   MT  0.99971192   +0 41 49.9
 KC0674
 KC0674                          SUPERSEDED SURVEY CONTROL
 KC0674
 KC0674  NAD 83(1997)-  39 10 17.79730(N)    091 53 46.78540(W) AD(       ) 4
 KC0674  NAD 83(1986)-  39 10 17.79936(N)    091 53 46.78626(W) AD(       ) 4
 KC0674  NAD 27      -  39 10 17.65500(N)    091 53 46.17300(W) AD(       ) 3
 KC0674
 KC0674.Superseded values are not recommended for survey control.
 KC0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0674.See file dsdata.txt to determine how the superseded data were derived.
 KC0674
 KC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9533936400(NAD 83)
 KC0674_MARKER: 63 = STACK
 KC0674
 KC0674  HISTORY     - Date     Condition        Report By
 KC0674  HISTORY     - 1934     FIRST OBSERVED   CGS
 KC0674  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KC0674
 KC0674                          STATION DESCRIPTION
 KC0674
 KC0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KC0674'STATION IS THE CENTER OF A LIGHT RED BRICK STACK AT PLANT NO. 2
 KC0674'OF THE A.P. GREEN FIRE BRICK COMPANY.  THERE ARE A FEW OTHER
 KC0674'BRICK STACKS AT THE PLANT WHICH ARE SIMILAR IN APPEARANCE
 KC0674'EXCEPT THAT THEY ARE LOWER.
 KC0674
 KC0674                          STATION RECOVERY (1990)
 KC0674
 KC0674'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KC0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0675 ***********************************************************************
 KC0675  DESIGNATION -  MEXICO GR FIREBRICK PLT 2 TK
 KC0675  PID         -  KC0675
 KC0675  STATE/COUNTY-  MO/AUDRAIN
 KC0675  USGS QUAD   -  MEXICO WEST (1984)
 KC0675
 KC0675                         *CURRENT SURVEY CONTROL
 KC0675  ___________________________________________________________________
 KC0675* NAD 83(1997)-  39 10 17.59971(N)    091 53 44.74881(W)     ADJUSTED  
 KC0675* NAVD 88     -                                                        
 KC0675  ___________________________________________________________________
 KC0675  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 KC0675  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0675
 KC0675  HORZ ORDER  -  THIRD
 KC0675
 KC0675.The horizontal coordinates were established by classical geodetic methods
 KC0675.and adjusted by the National Geodetic Survey in February 2000..
 KC0675
 KC0675
 KC0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0675
 KC0675.The geoid height was determined by GEOID03.
 KC0675
 KC0675;                    North         East     Units Scale Factor Converg.
 KC0675;SPC MO C     -   370,649.024   552,212.912   MT  0.99996689   +0 22 54.0
 KC0675;UTM  15      - 4,336,395.196   595,387.646   MT  0.99971203   +0 41 51.1
 KC0675
 KC0675                          SUPERSEDED SURVEY CONTROL
 KC0675
 KC0675  NAD 83(1997)-  39 10 17.60906(N)    091 53 44.75531(W) AD(       ) 4
 KC0675  NAD 83(1986)-  39 10 17.61112(N)    091 53 44.75616(W) AD(       ) 4
 KC0675  NAD 27      -  39 10 17.46600(N)    091 53 44.14400(W) AD(       ) 3
 KC0675
 KC0675.Superseded values are not recommended for survey control.
 KC0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0675.See file dsdata.txt to determine how the superseded data were derived.
 KC0675
 KC0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9538836395(NAD 83)
 KC0675_MARKER: 51 = TANK
 KC0675
 KC0675  HISTORY     - Date     Condition        Report By
 KC0675  HISTORY     - 1934     FIRST OBSERVED   CGS
 KC0675  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KC0675
 KC0675                          STATION DESCRIPTION
 KC0675
 KC0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KC0675'STATION IS THE CENTER OF THE BALL ON TOP OF THE HIGH, SQUAT,
 KC0675'BLACK WATER TANK AT PLANT NO. 2 OF THE A.P. GREEN FIRE BRICK
 KC0675'COMPANY.
 KC0675
 KC0675                          STATION RECOVERY (1990)
 KC0675
 KC0675'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KC0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0676 ***********************************************************************
 KC0676  DESIGNATION -  MEXICO INTL SHOE CO TANK
 KC0676  PID         -  KC0676
 KC0676  STATE/COUNTY-  MO/AUDRAIN
 KC0676  USGS QUAD   -  MEXICO WEST (1984)
 KC0676
 KC0676                         *CURRENT SURVEY CONTROL
 KC0676  ___________________________________________________________________
 KC0676* NAD 83(1997)-  39 10 15.23901(N)    091 53 35.85745(W)     ADJUSTED  
 KC0676* NAVD 88     -                                                        
 KC0676  ___________________________________________________________________
 KC0676  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 KC0676  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0676
 KC0676  HORZ ORDER  -  THIRD
 KC0676
 KC0676.The horizontal coordinates were established by classical geodetic methods
 KC0676.and adjusted by the National Geodetic Survey in February 2000..
 KC0676
 KC0676
 KC0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0676
 KC0676.The geoid height was determined by GEOID03.
 KC0676
 KC0676;                    North         East     Units Scale Factor Converg.
 KC0676;SPC MO C     -   370,577.652   552,426.822   MT  0.99996716   +0 22 59.6
 KC0676;UTM  15      - 4,336,325.022   595,601.891   MT  0.99971254   +0 41 56.7
 KC0676
 KC0676                          SUPERSEDED SURVEY CONTROL
 KC0676
 KC0676  NAD 83(1997)-  39 10 15.24843(N)    091 53 35.86388(W) AD(       ) 4
 KC0676  NAD 83(1986)-  39 10 15.25052(N)    091 53 35.86467(W) AD(       ) 4
 KC0676  NAD 27      -  39 10 15.10600(N)    091 53 35.25200(W) AD(       ) 3
 KC0676
 KC0676.Superseded values are not recommended for survey control.
 KC0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0676.See file dsdata.txt to determine how the superseded data were derived.
 KC0676
 KC0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9560236325(NAD 83)
 KC0676_MARKER: 51 = TANK
 KC0676
 KC0676  HISTORY     - Date     Condition        Report By
 KC0676  HISTORY     - 1934     FIRST OBSERVED   CGS
 KC0676  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KC0676
 KC0676                          STATION DESCRIPTION
 KC0676
 KC0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KC0676'STATION IS THE BASE OF THE FINIAL OF THE SMALL RED WOODEN WATER
 KC0676'TANK AT THE MEXICO PLANT OF THE INTERNATIONAL SHOE COMPANY.
 KC0676
 KC0676                          STATION RECOVERY (1990)
 KC0676
 KC0676'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KC0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0466 ***********************************************************************
 KC0466  DESIGNATION -  MEXICO RM 1
 KC0466  PID         -  KC0466
 KC0466  STATE/COUNTY-  MO/AUDRAIN
 KC0466  USGS QUAD   -  MEXICO WEST (1984)
 KC0466
 KC0466                         *CURRENT SURVEY CONTROL
 KC0466  ___________________________________________________________________
 KC0466* NAD 83(1986)-  39 10 01.     (N)    091 54 07.     (W)     SCALED    
 KC0466* NAVD 88     -       251.10   (+/-2cm)     823.8    (feet)  VERTCON   
 KC0466  ___________________________________________________________________
 KC0466  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0466
 KC0466  VERT ORDER  -  ? (See Below)
 KC0466
 KC0466.The horizontal coordinates were scaled from a topographic map and have
 KC0466.an estimated accuracy of +/- 6 seconds.
 KC0466
 KC0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0466.The vertical order pertains to the NGVD 29 superseded value.
 KC0466
 KC0466.The geoid height was determined by GEOID03.
 KC0466
 KC0466;                    North         East    Units  Estimated Accuracy
 KC0466;SPC MO C     -   370,130.      551,680.      MT  (+/- 180 meters Scaled)
 KC0466
 KC0466                          SUPERSEDED SURVEY CONTROL
 KC0466
 KC0466  NGVD 29 (??/??/92)  251.095  (m)          823.80   (f) ADJ UNCH    ?  
 KC0466
 KC0466.Superseded values are not recommended for survey control.
 KC0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0466.See file dsdata.txt to determine how the superseded data were derived.
 KC0466
 KC0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD948358(NAD 83)
 KC0466_MARKER: DR = REFERENCE MARK DISK
 KC0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0466_STAMPING: MEXICO NO 1 1934
 KC0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0466+STABILITY: SURFACE MOTION
 KC0466
 KC0466  HISTORY     - Date     Condition        Report By
 KC0466  HISTORY     - 1934     MONUMENTED       CGS
 KC0466  HISTORY     - 1935     GOOD             NGS
 KC0466
 KC0466                          STATION DESCRIPTION
 KC0466
 KC0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0466'AT MEXICO.
 KC0466'AT MEXICO, ON THE CHICAGO AND ALTON RAILROAD ABOUT 100 FEET
 KC0466'SOUTHEAST OF TRIANGULATION STATION MEXICO, DESCRIBED ABOVE, AND
 KC0466'EAST OF THE TRACK.  A STANDARD REFERENCE MARK DISK, STAMPED
 KC0466'MEXICO NO. 1, 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0467 ***********************************************************************
 KC0467  DESIGNATION -  MEXICO RM 2
 KC0467  PID         -  KC0467
 KC0467  STATE/COUNTY-  MO/AUDRAIN
 KC0467  USGS QUAD   -  MEXICO WEST (1984)
 KC0467
 KC0467                         *CURRENT SURVEY CONTROL
 KC0467  ___________________________________________________________________
 KC0467* NAD 83(1986)-  39 10 01.     (N)    091 54 07.     (W)     SCALED    
 KC0467* NAVD 88     -       250.95   (+/-2cm)     823.3    (feet)  VERTCON   
 KC0467  ___________________________________________________________________
 KC0467  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0467
 KC0467  VERT ORDER  -  ? (See Below)
 KC0467
 KC0467.The horizontal coordinates were scaled from a topographic map and have
 KC0467.an estimated accuracy of +/- 6 seconds.
 KC0467
 KC0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0467.The vertical order pertains to the NGVD 29 superseded value.
 KC0467
 KC0467.The geoid height was determined by GEOID03.
 KC0467
 KC0467;                    North         East    Units  Estimated Accuracy
 KC0467;SPC MO C     -   370,130.      551,680.      MT  (+/- 180 meters Scaled)
 KC0467
 KC0467                          SUPERSEDED SURVEY CONTROL
 KC0467
 KC0467  NGVD 29 (??/??/92)  250.949  (m)          823.32   (f) ADJ UNCH    ?  
 KC0467
 KC0467.Superseded values are not recommended for survey control.
 KC0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0467.See file dsdata.txt to determine how the superseded data were derived.
 KC0467
 KC0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD948358(NAD 83)
 KC0467_MARKER: DR = REFERENCE MARK DISK
 KC0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0467_STAMPING: MEXICO NO 2 1934
 KC0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0467+STABILITY: SURFACE MOTION
 KC0467
 KC0467  HISTORY     - Date     Condition        Report By
 KC0467  HISTORY     - 1934     MONUMENTED       CGS
 KC0467  HISTORY     - 1935     GOOD             NGS
 KC0467  HISTORY     - 20051105 GOOD             GEOCAC
 KC0467
 KC0467                          STATION DESCRIPTION
 KC0467
 KC0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0467'AT MEXICO.
 KC0467'AT MEXICO, ON THE CHICAGO AND ALTON RAILROAD, 100 FEET SOUTHWEST
 KC0467'OF TRIANGULATION STATION MEXICO, DESCRIBED ABOVE, AT THE
 KC0467'SOUTHSIDE OF A CEMETERY, AND 48 FEET WEST OF A FENCE CORNER.  A
 KC0467'STANDARD REFERENCE MARK DISK, STAMPED MEXICO NO. 2, 1934 AND SET
 KC0467'IN THE TOP OF A CONCRETE POST.
 KC0467
 KC0467                          STATION RECOVERY (2005)
 KC0467
 KC0467'RECOVERY NOTE BY GEOCACHING 2005 (KHK)
 KC0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0716 ***********************************************************************
 KC0716  CBN         -  This is a Cooperative Base Network Control Station.
 KC0716  PACS        -  This is a Primary Airport Control Station.
 KC0716  DESIGNATION -  MEXPORT
 KC0716  PID         -  KC0716
 KC0716  STATE/COUNTY-  MO/AUDRAIN
 KC0716  USGS QUAD   -  MEXICO EAST (1984)
 KC0716
 KC0716                         *CURRENT SURVEY CONTROL
 KC0716  ___________________________________________________________________
 KC0716* NAD 83(1997)-  39 09 21.94097(N)    091 49 16.45553(W)     ADJUSTED  
 KC0716* NAVD 88     -       248.90   (meters)     816.6    (feet)  GPS OBS   
 KC0716  ___________________________________________________________________
 KC0716  X           -    -157,398.860 (meters)                     COMP
 KC0716  Y           -  -4,950,069.456 (meters)                     COMP
 KC0716  Z           -   4,005,906.113 (meters)                     COMP
 KC0716  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 KC0716  ELLIP HEIGHT-         216.45  (meters)          (03/31/98) GPS OBS
 KC0716  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KC0716
 KC0716  HORZ ORDER  -  B
 KC0716  ELLP ORDER  -  THIRD     CLASS I
 KC0716
 KC0716.This mark is at Mexico Mem-Rolla National Airport (H41)
 KC0716
 KC0716.The horizontal coordinates were established by GPS observations
 KC0716.and adjusted by the National Geodetic Survey in March 1998..
 KC0716
 KC0716.The orthometric height was determined by GPS observations and a
 KC0716.high-resolution geoid model.
 KC0716
 KC0716.GPS derived orthometric heights for airport stations designated as
 KC0716.PACS or SACS are published to 2 decimal places.  This maintains
 KC0716.centimeter relative accuracy between the PACS and SACS.  It does
 KC0716.not indicate centimeter accuracy relative to other marks which are
 KC0716.part of the NAVD 88 network.
 KC0716
 KC0716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0716
 KC0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0716
 KC0716.The ellipsoidal height was determined by GPS observations
 KC0716.and is referenced to NAD 83.
 KC0716
 KC0716.The geoid height was determined by GEOID03.
 KC0716
 KC0716;                    North         East     Units Scale Factor Converg.
 KC0716;SPC MO C     -   368,978.227   558,665.700   MT  0.99997570   +0 25 43.0
 KC0716;UTM  15      - 4,334,760.403   601,847.920   MT  0.99972772   +0 44 39.8
 KC0716
 KC0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0716!SPC MO C     -   0.99996604  x   0.99997570  =   0.99994174
 KC0716!UTM  15      -   0.99996604  x   0.99972772  =   0.99969377
 KC0716
 KC0716:                Primary Azimuth Mark                     Grid Az
 KC0716:SPC MO C     -  MEXPORT AZ MK                            001 41 43.2
 KC0716:UTM  15      -  MEXPORT AZ MK                            001 22 46.4
 KC0716
 KC0716|---------------------------------------------------------------------|
 KC0716| PID    Reference Object                     Distance      Geod. Az  |
 KC0716|                                                           dddmmss.s |
 KC0716| KC0717 MEXPORT AZ MK                       APPROX. 0.6 KM 0020726.2 |
 KC0716|---------------------------------------------------------------------|
 KC0716
 KC0716                          SUPERSEDED SURVEY CONTROL
 KC0716
 KC0716  NAD 83(1986)-  39 09 21.95082(N)    091 49 16.46158(W) AD(       ) 3
 KC0716  NGVD 29 (10/04/91)  248.9    (m)          817.     (f) GPS OBS        
 KC0716
 KC0716.Superseded values are not recommended for survey control.
 KC0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0716.See file dsdata.txt to determine how the superseded data were derived.
 KC0716
 KC0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD0184834760(NAD 83)
 KC0716_MARKER: I = METAL ROD
 KC0716_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KC0716_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KC0716_STAMPING: MEXPORT 1991
 KC0716_MARK LOGO: NGS   
 KC0716_PROJECTION: RECESSED 15 CENTIMETERS
 KC0716_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0716+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1999
 KC0716_ROD/PIPE-DEPTH: 7.0  meters
 KC0716_SLEEVE-DEPTH  : 1.0 meters
 KC0716
 KC0716  HISTORY     - Date     Condition        Report By
 KC0716  HISTORY     - 1991     MONUMENTED       NGS
 KC0716  HISTORY     - 19970211 GOOD             NGS
 KC0716  HISTORY     - 19990714 GOOD             NGS
 KC0716
 KC0716                          STATION DESCRIPTION
 KC0716
 KC0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KC0716'STATION IS LOCATED ABOUT 1.0 KM (0.6 MI) EAST OF MEXICO, AT THE MEXICO
 KC0716'MEMORIAL AIRPORT.  OWNERSHIP-CITY OF MEXICO, 3000 N. COAL, MEXICO, MO
 KC0716'65265. PHONE 314-581-2100.  AIRPORT MANAGER IS DON DALY, PHONE
 KC0716'314-581-0162.
 KC0716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND ROAD JJ
 KC0716'SOUTH, LOCATED AT THE EAST SIDE OF MEXICO, GO EAST ON HIGHWAY 54 FOR
 KC0716'0.56 KM (0.35 MI) TO AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT,
 KC0716'SOUTH, ON AIRPORT ACCESS ROAD FOR 0.16 KM (0.10 MI) TO CROSSING OF
 KC0716'OLD TAXIWAY LEADING WEST TO RUNWAY END 18 (TO BE DISCONTINUED IN
 KC0716'FUTURE). CONTINUE SOUTH ON AIRPORT ACCESS ROAD FOR 0.48 KM (0.30 MI)
 KC0716'TO AIRPORT OFFICE.  TURN LEFT, EAST, FOR 0.16 KM (0.10 MI) ACROSS
 KC0716'APRON AND THE SOUTH ONE OF TWO TAXI APPROACHES TO THE JUNCTION OF
 KC0716'RUNWAY 18-36. TURN RIGHT, SOUTH, ALONG WEST SIDE OF RUNWAY FOR 0.16
 KC0716'KM (0.10 MI) TO THE JUNCTION OF RUNWAY 6-24 AND THE STATION IN THE
 KC0716'NORTHWEST QUADRANT.
 KC0716'STATION IS LOCATED 29.4 M (96.5 FT) NORTHWEST OF THE CENTER OF RUNWAY
 KC0716'6-24, 18.35 M (60.20 FT) WEST OF THE CENTER OF RUNWAY 18-36, 11.95 M
 KC0716'(39.21 FT) NORTH OF RUNWAY LIGHT AND 0.3 M (1.0 FT) SOUTH OF A SHORT
 KC0716'FIBERGLASS WITNESS POST.
 KC0716
 KC0716                          STATION RECOVERY (1997)
 KC0716
 KC0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KC0716'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) EAST OF MEXICO, MO., AT
 KC0716'THE MEXICO MEMORIAL AIRPORT (H41) , IN THE GRASS NORTHWEST QUADRANT OF
 KC0716'THE JUNCTION OF THE 2 RUNWAYS.  OWNERSHIP--CITY OF MEXICO, 3000 NORTH
 KC0716'COAL, MEXICO, MO.  65265.  PHONE 314-581-2100.  AIRPORT MANAGER DON
 KC0716'DALY, PHONE 314-581-0162.  NOTE--THIS STATION IS A PRIMARY AIRPORT
 KC0716'CONTROL (PAC) STATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KC0716'HIGHWAY 54 AND STATE ROUTE JJ SOUTH, LOCATED NEAR THE EAST SIDE OF
 KC0716'MEXICO, GO EAST, 0.56 KM (0.35 MI) ALONG HIGHWAY 54 TO THE AIRPORT
 KC0716'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, 0.64 KM (0.40 MI)
 KC0716'ALONG THE ENTRANCE ROAD TO THE AIRPORT OFFICE ON THE LEFT.  TURN LEFT,
 KC0716'EAST, 0.16 KM (0.10 MI) ACROSS APRON AND THE SOUTH 1 OF 2
 KC0716'TAXIWAY/RAMPS TO RUNWAY 18-36.  TURN RIGHT, SOUTH, 0.16 KM (0.10 MI)
 KC0716'ALONG THE WEST SIDE OF THE RUNWAY TO THE JUNCTION OF RUNWAY 6-24 AND
 KC0716'THE STATION ON THE RIGHT, IN THE NORTHWEST QUADRANT. STATION IS 29.4 M
 KC0716'(96.5 FT) NORTHWEST OF THE RUNWAY 6-24 CENTER, 18.3 M (60.0 FT) WEST
 KC0716'OF THE RUNWAY 18-36 CENTER, 11.9 M (39.0 FT) NORTH OF A RUNWAY LIGHT,
 KC0716'0.3 M (1.0 FT) SOUTH OF A SHORT WITNESS POST, AND THE STATION IS ABOUT
 KC0716'LEVEL WITH THE RUNWAY AND FLUSH WITH THE GROUND SURFACE.  BY R.G.
 KC0716'HAYES.  NOTE--THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A
 KC0716'STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 7.0 M, (23.0 FT) IN A GREASE
 KC0716'FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH
 KC0716'NGS LOGO CAP, SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS
 KC0716'THROUGH THE 5-INCH LOGO CAP.
 KC0716
 KC0716                          STATION RECOVERY (1999)
 KC0716
 KC0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDH)
 KC0716'RECOVERED AS DESCRIBED.  WITH THE FOLLING CHANGES.  AIRPORT MANAGERS
 KC0716'IS GLENN PHILLIPS.  2355 HWY Z.  MEXICO, MO.  65265.  (573) 581-0162.
 KC0716'THIS IS A PACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0717 ***********************************************************************
 KC0717  SACS        -  This is a Secondary Airport Control Station.
 KC0717  DESIGNATION -  MEXPORT AZ MK
 KC0717  PID         -  KC0717
 KC0717  STATE/COUNTY-  MO/AUDRAIN
 KC0717  USGS QUAD   -  MEXICO EAST (1984)
 KC0717
 KC0717                         *CURRENT SURVEY CONTROL
 KC0717  ___________________________________________________________________
 KC0717* NAD 83(1997)-  39 09 41.11731(N)    091 49 15.54201(W)     ADJUSTED  
 KC0717* NAVD 88     -       247.62   (meters)     812.4    (feet)  GPS OBS   
 KC0717  ___________________________________________________________________
 KC0717  X           -    -157,365.038 (meters)                     COMP
 KC0717  Y           -  -4,949,695.897 (meters)                     COMP
 KC0717  Z           -   4,006,363.861 (meters)                     COMP
 KC0717  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 KC0717  ELLIP HEIGHT-         215.16  (meters)          (02/17/00) GPS OBS
 KC0717  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KC0717
 KC0717  HORZ ORDER  -  FIRST
 KC0717  ELLP ORDER  -  FOURTH    CLASS I
 KC0717
 KC0717.This mark is at Mexico Mem-Rolla National Airport (H41)
 KC0717
 KC0717.The horizontal coordinates were established by GPS observations
 KC0717.and adjusted by the National Geodetic Survey in February 2000..
 KC0717
 KC0717.The orthometric height was determined by GPS observations and a
 KC0717.high-resolution geoid model.
 KC0717
 KC0717.GPS derived orthometric heights for airport stations designated as
 KC0717.PACS or SACS are published to 2 decimal places.  This maintains
 KC0717.centimeter relative accuracy between the PACS and SACS.  It does
 KC0717.not indicate centimeter accuracy relative to other marks which are
 KC0717.part of the NAVD 88 network.
 KC0717
 KC0717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0717
 KC0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0717
 KC0717.The ellipsoidal height was determined by GPS observations
 KC0717.and is referenced to NAD 83.
 KC0717
 KC0717.The geoid height was determined by GEOID03.
 KC0717
 KC0717;                    North         East     Units Scale Factor Converg.
 KC0717;SPC MO C     -   369,569.730   558,683.207   MT  0.99997572   +0 25 43.7
 KC0717;UTM  15      - 4,335,351.846   601,862.163   MT  0.99972776   +0 44 40.6
 KC0717
 KC0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0717!SPC MO C     -   0.99996624  x   0.99997572  =   0.99994196
 KC0717!UTM  15      -   0.99996624  x   0.99972776  =   0.99969401
 KC0717
 KC0717:                Primary Azimuth Mark                     Grid Az
 KC0717:SPC MO C     -  MEXPORT                                  181 41 43.0
 KC0717:UTM  15      -  MEXPORT                                  181 22 46.1
 KC0717
 KC0717|---------------------------------------------------------------------|
 KC0717| PID    Reference Object                     Distance      Geod. Az  |
 KC0717|                                                           dddmmss.s |
 KC0717| KC0716 MEXPORT                             APPROX. 0.6 KM 1820726.7 |
 KC0717|---------------------------------------------------------------------|
 KC0717
 KC0717                          SUPERSEDED SURVEY CONTROL
 KC0717
 KC0717  NAD 83(1997)-  39 09 41.11742(N)    091 49 15.54189(W) AD(       ) 1
 KC0717  NAD 83(1986)-  39 09 41.11732(N)    091 49 15.54205(W) AD(       ) 1
 KC0717  ELLIP H (10/12/99)  215.17   (m)                       GP(       ) 4 2
 KC0717  NAD 83(1986)-  39 09 41.12710(N)    091 49 15.54792(W) AD(       ) 3
 KC0717  NGVD 29 (10/04/91)  247.6    (m)          812.     (f) GPS OBS        
 KC0717
 KC0717.Superseded values are not recommended for survey control.
 KC0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0717.See file dsdata.txt to determine how the superseded data were derived.
 KC0717
 KC0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD0186235352(NAD 83)
 KC0717_MARKER: I = METAL ROD
 KC0717_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KC0717_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KC0717_STAMPING: MEXPORT AZ MK 1991
 KC0717_MARK LOGO: NGS   
 KC0717_PROJECTION: FLUSH
 KC0717_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0717+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1999
 KC0717_ROD/PIPE-DEPTH: 7.0  meters
 KC0717_SLEEVE-DEPTH  : 1.0 meters
 KC0717
 KC0717  HISTORY     - Date     Condition        Report By
 KC0717  HISTORY     - 1991     MONUMENTED       NGS
 KC0717  HISTORY     - 19970127 GOOD             NGS
 KC0717  HISTORY     - 19990714 GOOD             NGS
 KC0717
 KC0717                          STATION DESCRIPTION
 KC0717
 KC0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KC0717'STATION IS LOCATED ABOUT 1.0 KM (0.6 MI) EAST OF MEXICO, AT THE MEXICO
 KC0717'MEMORIAL AIRPORT.  OWNERSHIP-CITY OF MEXICO, 3000 N. COAL, MEXICO, MO
 KC0717'65265. PHONE 314-581-2100. AIRPORT MANAGER IS DON DALY, PHONE IS
 KC0717'314-581-0162.
 KC0717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND ROAD JJ
 KC0717'SOUTH, LOCATED AT THE EAST SIDE OF MEXICO, GO EAST ALONG HIGHWAY 54
 KC0717'FOR 0.56 KM (0.35 MI) TO AIRPORT ACCESS ROAD ON THE RIGHT.  TURN
 KC0717'RIGHT, SOUTH, ALONG AIRPORT ACCESS ROAD FOR 0.16 KM (0.10 MI) TO
 KC0717'CROSSING OF OLD TAXIWAY LEADING WEST TO RUNWAY END 18 (TO BE
 KC0717'DISCONTINUED IN FUTURE).  GO WEST ALONG OLD TAXIWAY FOR 0.16 KM
 KC0717'(0.10 MI) TO THE NORTH END OF RUNWAY 18-36 AND THE STATION AT THE
 KC0717'SOUTH SIDE OF A TURNAROUND ON THE WEST SIDE OF THE RUNWAY.
 KC0717'STATION IS LOCATED 23.75 M (77.92 FT) NORTH-NORTHWEST OF A RUNWAY
 KC0717'LIGHT, 13.7 M (44.9 FT) WEST OF THE CENTER OF RUNWAY 18-36, 7.2 M
 KC0717'(23.6 FT) SOUTH OF THE SOUTH EDGE OF SOUTH PART OF TURNAROUND, 0.3 M
 KC0717'(1.0 FT) SOUTH OF A SHORT FIBERGLASS WITNESS POST.
 KC0717
 KC0717                          STATION RECOVERY (1997)
 KC0717
 KC0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KC0717'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) EAST OF MEXICO, MO., AT
 KC0717'THE MEXICO MEMORIAL AIRPORT (H41) , IN THE GRASS NEAR AND WEST OF
 KC0717'RUNWAY END 18, SOUTHWEST OF THE JUNCTION OF THE RUNWAY AND A
 KC0717'TURNAROUND/ANGLE TAXI.  OWNERSHIP--CITY OF MEXICO, 3000 NORTH COAL,
 KC0717'MEXICO, MO.  65265.  PHONE 314-581-2100.  AIRPORT MANAGER DON DALY,
 KC0717'PHONE 314-581-0162.  NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL
 KC0717'STATION (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KC0717'HIGHWAY 54 AND STATE ROUTE JJ SOUTH, LOCATED NEAR THE EAST SIDE OF
 KC0717'MEXICO, GO EAST, 0.56 KM (0.35 MI) ALONG HIGHWAY 54 TO THE AIRPORT
 KC0717'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, 0.64 KM (0.40 MI)
 KC0717'ALONG THE ENTRANCE ROAD TO THE AIRPORT OFFICE ON THE LEFT.  TURN LEFT,
 KC0717'EAST, 0.16 KM (0.10 MI) ACROSS APRON AND THE SOUTH 1 OF 2 TAXI/RAMPS
 KC0717'TO RUNWAY 18-36.  TURN LEFT, NORTH, 0.4 KM (0.25 MI) ALONG THE WEST
 KC0717'SIDE OF THE RUNWAY TO THE STATION ON THE LEFT, SOUTHWEST OF THE RUNWAY
 KC0717'AND TURNAROUND JUNCTION.  STATION IS 23.8 M (78.1 FT) NORTH-NORTHWEST
 KC0717'OF A RUNWAY LIGHT, 13.7 M (44.9 FT) WEST OF THE RUNWAY 18-36 CENTER,
 KC0717'7.2 M (23.6 FT) SOUTH OF THE TURNAROUNDS SOUTH EDGE, 0.3 M (1.0 FT)
 KC0717'NORTH OF A SHORT WITNESS POST, AND THE STATION IS ABOUT LEVEL WITH THE
 KC0717'RUNWAY AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES.  NOTE--THE
 KC0717'DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL
 KC0717'ROD, DRIVEN TO A DEPTH OF 7.0 M, (23.0 FT) IN A GREASE FILLED SLEEVE
 KC0717'1.0 M (3.3 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP,
 KC0717'SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE
 KC0717'5-INCH LOGO CAP.
 KC0717
 KC0717                          STATION RECOVERY (1999)
 KC0717
 KC0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDH)
 KC0717'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  AIRPORT MANAGER IS
 KC0717'GLENN PHILLIPS.  2355 HWY Z.  MEXICO, MO.  65265.  (573) 581-0162
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1806 ***********************************************************************
 JD1806  DESIGNATION -  MH 17
 JD1806  PID         -  JD1806
 JD1806  STATE/COUNTY-  MO/JOHNSON
 JD1806  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1806
 JD1806                         *CURRENT SURVEY CONTROL
 JD1806  ___________________________________________________________________
 JD1806* NAD 83(1986)-  38 45 32.     (N)    093 44 19.     (W)     SCALED    
 JD1806* NAVD 88     -       267.616  (meters)     878.00   (feet)  ADJUSTED  
 JD1806  ___________________________________________________________________
 JD1806  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JD1806  DYNAMIC HT  -         267.434 (meters)     877.41  (feet)  COMP
 JD1806  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 JD1806
 JD1806  VERT ORDER  -  FIRST     CLASS II
 JD1806
 JD1806.The horizontal coordinates were scaled from a topographic map and have
 JD1806.an estimated accuracy of +/- 6 seconds.
 JD1806
 JD1806.The orthometric height was determined by differential leveling
 JD1806.and adjusted by the National Geodetic Survey in June 1991..
 JD1806
 JD1806.The geoid height was determined by GEOID03.
 JD1806
 JD1806.The dynamic height is computed by dividing the NAVD 88
 JD1806.geopotential number by the normal gravity value computed on the
 JD1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1806.degrees latitude (g = 980.6199 gals.).
 JD1806
 JD1806.The modeled gravity was interpolated from observed gravity values.
 JD1806
 JD1806;                    North         East    Units  Estimated Accuracy
 JD1806;SPC MO W     -   287,960.      916,180.      MT  (+/- 180 meters Scaled)
 JD1806
 JD1806                          SUPERSEDED SURVEY CONTROL
 JD1806
 JD1806  NGVD 29 (??/??/92)  267.520  (m)          877.69   (f) ADJ UNCH    1 2
 JD1806
 JD1806.Superseded values are not recommended for survey control.
 JD1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1806.See file dsdata.txt to determine how the superseded data were derived.
 JD1806
 JD1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC358902(NAD 83)
 JD1806_MARKER: DD = SURVEY DISK
 JD1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1806_STAMPING: MH 17 1936
 JD1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1806+STABILITY: SURFACE MOTION
 JD1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD1806+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1991
 JD1806
 JD1806  HISTORY     - Date     Condition        Report By
 JD1806  HISTORY     - 1936     MONUMENTED       USGS
 JD1806  HISTORY     - 1963     GOOD             NGS
 JD1806  HISTORY     - 1963     GOOD             NGS
 JD1806  HISTORY     - 19910723 GOOD             NGS
 JD1806
 JD1806                          STATION DESCRIPTION
 JD1806
 JD1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1806'AT WARRENSBURG.
 JD1806'ABOUT 0.05 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1806'STATION AT WARRENSBURG, THENCE 0.15 MILE SOUTH ALONG WASHINGTON
 JD1806'STREET, THENCE 0.25 MILE EAST ALONG EAST SOUTH STREET, THENCE
 JD1806'0.05 MILE SOUTH ACROSS A LAWN, THENCE 0.05 MILE SOUTHWEST ACROSS
 JD1806'A LAWN, 80 FEET WEST OF A FLAG POLE, 26 FEET EAST OF THE
 JD1806'CENTERLINE OF A WALK LEADING SOUTH FROM THE LIBRARY, 14.7 FEET
 JD1806'NORTHEAST OF THE EAST EDGE OF AN ISLAND OF FLOWERS, 2 FEET
 JD1806'NORTH OF THE NORTH EDGE OF AN EAST-WEST SIDEWALK, AND SET IN
 JD1806'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 JD1806
 JD1806                          STATION RECOVERY (1963)
 JD1806
 JD1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1806'RECOVERED IN GOOD CONDITION.
 JD1806
 JD1806                          STATION RECOVERY (1991)
 JD1806
 JD1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DW)
 JD1806'ON CAMPUS OF CENTRAL MISSOURI STATE UNIVERISTY, IN QUADRANGLE BETWEEN
 JD1806'LIBRARY AND HUMPREY'S HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1352 ***********************************************************************
 KE1352  DESIGNATION -  MICRO
 KE1352  PID         -  KE1352
 KE1352  STATE/COUNTY-  MO/CLAY
 KE1352  USGS QUAD   -  MISSOURI CITY (1990)
 KE1352
 KE1352                         *CURRENT SURVEY CONTROL
 KE1352  ___________________________________________________________________
 KE1352* NAD 83(1997)-  39 14 08.15326(N)    094 18 22.84041(W)     ADJUSTED  
 KE1352* NAVD 88     -       262.     (meters)     860.     (feet)  VERTCON   
 KE1352  ___________________________________________________________________
 KE1352  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 KE1352  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KE1352
 KE1352  HORZ ORDER  -  SECOND
 KE1352
 KE1352.The horizontal coordinates were established by classical geodetic methods
 KE1352.and adjusted by the National Geodetic Survey in February 2000..
 KE1352
 KE1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1352
 KE1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1352
 KE1352.The geoid height was determined by GEOID03.
 KE1352
 KE1352;                    North         East     Units Scale Factor Converg.
 KE1352;SPC MO W     -   340,621.294   866,718.922   MT  0.99994462   +0 07 21.0
 KE1352;UTM  15      - 4,343,734.727   387,255.454   MT  0.99975651   -0 49 34.9
 KE1352
 KE1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1352!SPC MO W     -   0.99996400  x   0.99994462  =   0.99990862
 KE1352!UTM  15      -   0.99996400  x   0.99975651  =   0.99972052
 KE1352
 KE1352:                Primary Azimuth Mark                     Grid Az
 KE1352:SPC MO W     -  MO RIVER CHANNEL MARKER                  088 58 59.4
 KE1352:UTM  15      -  MO RIVER CHANNEL MARKER                  089 55 55.3
 KE1352
 KE1352|---------------------------------------------------------------------|
 KE1352| PID    Reference Object                     Distance      Geod. Az  |
 KE1352|                                                           dddmmss.s |
 KE1352| CL7917 MO RIVER CHANNEL MARKER                            0890620.4 |
 KE1352| CL7662 STANDPIPE DIST 5 WATERWORKS                        2441147.5 |
 KE1352|---------------------------------------------------------------------|
 KE1352
 KE1352                          SUPERSEDED SURVEY CONTROL
 KE1352
 KE1352  NAD 83(1997)-  39 14 08.15333(N)    094 18 22.84063(W) AD(       ) 2
 KE1352  NAD 83(1986)-  39 14 08.15942(N)    094 18 22.83530(W) AD(       ) 2
 KE1352  NAD 27      -  39 14 08.15152(N)    094 18 22.02081(W) AD(       ) 2
 KE1352  NGVD 29 (07/19/86)  262.     (m)          860.     (f) VERT ANG       
 KE1352
 KE1352.Superseded values are not recommended for survey control.
 KE1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1352.See file dsdata.txt to determine how the superseded data were derived.
 KE1352
 KE1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8725543735(NAD 83)
 KE1352_MARKER: DD = SURVEY DISK
 KE1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1352_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1352
 KE1352  HISTORY     - Date     Condition        Report By
 KE1352  HISTORY     - 1974     MONUMENTED       USE
 KE1352  HISTORY     - 20060908 MARK NOT FOUND   GEOCAC
 KE1352
 KE1352                          STATION DESCRIPTION
 KE1352
 KE1352'DESCRIBED BY US ENGINEERS 1974
 KE1352'CLAY CO., MO. T-51-N, R-30-W. IN NE. 1/4 OF SEC. 18. ABOUT 750 FT
 KE1352'S. AND 250 FT W. OF NE. COR. SEC. 18.  NEAR HIGHEST POINT OF
 KE1352'KNOLL.  21 FT S. OF PERIMETER FENCE AROUND KNOLL AT RADIO
 KE1352'TOWER.  A C OF E DISC STAMPED MICRO-1974, SET IN TOP OF ROUND
 KE1352'CONCRETE POST ABOUT .10 FT ABOVE GROUND.
 KE1352'
 KE1352'TO REACH--
 KE1352'
 KE1352'FROM THE POST OFFICE AT MISSOURI CITY, GO WEST ON STATE HWY. 210
 KE1352'FOR .9 MILE TO A PRIVATE ROAD RIGHT (N.W. ELECTRIC POWER
 KE1352'CO. CO-OP).  GO .2 MILE NNE ON PRIVATE ROAD TO RADIO TOWER,
 KE1352'THENCE TO THE S. SIDE OF PERIMETER FENCE AND THE STATION LOCATION.
 KE1352'
 KE1352'REFERENCES--1.80 FT N. TO STEEL POST AND SIGN.
 KE1352'
 KE1352'1.91 FT S. TO STEEL POST AND SIGN.
 KE1352'
 KE1352'33.47 FT NNE. TO CHISELED + ON CONCRETE BASE OF CYCLONE FENCE POST.
 KE1352'
 KE1352'20.46 FT NNW. TO SHINER IN POWER POLE.
 KE1352'
 KE1352'20.90 FT N. TO CHISELED + ON CONCRETE BASE OF CYCLONE FENCE POST.
 KE1352
 KE1352                          STATION RECOVERY (2006)
 KE1352
 KE1352'RECOVERY NOTE BY GEOCACHING 2006 (RWH)
 KE1352'USED GPS DEVICE TO NAVIGATE TO PRECISE COORDINATES AND FOUND THE
 KE1352'CONCRETE PEDESTAL, BUT THE DISK WAS MISSING, WITH HEAVY DAMAGE TO THE
 KE1352'CONCRETE AROUND ITS ORIGINAL LOCATION, AS IF IT HAD BEEN CHISELED.
 KE1352'TOOK PHOTO OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2602 ***********************************************************************
 JD2602  DESIGNATION -  MIDWAY
 JD2602  PID         -  JD2602
 JD2602  STATE/COUNTY-  MO/BOONE
 JD2602  USGS QUAD   -  ROCHEPORT (1979)
 JD2602
 JD2602                         *CURRENT SURVEY CONTROL
 JD2602  ___________________________________________________________________
 JD2602* NAD 83(1997)-  38 59 20.70579(N)    092 30 12.87173(W)     ADJUSTED  
 JD2602* NAVD 88     -       247.82   (+/-2cm)     813.1    (feet)  VERTCON   
 JD2602  ___________________________________________________________________
 JD2602  X           -    -216,847.341 (meters)                     COMP
 JD2602  Y           -  -4,959,518.569 (meters)                     COMP
 JD2602  Z           -   3,991,510.549 (meters)                     COMP
 JD2602  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 JD2602  ELLIP HEIGHT-         215.04  (meters)          (02/17/00) GPS OBS
 JD2602  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JD2602
 JD2602  HORZ ORDER  -  FIRST
 JD2602  VERT ORDER  -  THIRD ? (See Below)
 JD2602  ELLP ORDER  -  FOURTH    CLASS I
 JD2602
 JD2602.The horizontal coordinates were established by GPS observations
 JD2602.and adjusted by the National Geodetic Survey in February 2000..
 JD2602
 JD2602.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2602.The vertical order pertains to the NGVD 29 superseded value.
 JD2602
 JD2602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2602
 JD2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2602
 JD2602.The ellipsoidal height was determined by GPS observations
 JD2602.and is referenced to NAD 83.
 JD2602
 JD2602.The geoid height was determined by GEOID03.
 JD2602
 JD2602;                    North         East     Units Scale Factor Converg.
 JD2602;SPC MO C     -   350,219.141   499,690.242   MT  0.99993333   -0 00 08.1
 JD2602;UTM  15      - 4,315,682.514   542,992.987   MT  0.99962276   +0 18 44.4
 JD2602
 JD2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2602!SPC MO C     -   0.99996626  x   0.99993333  =   0.99989959
 JD2602!UTM  15      -   0.99996626  x   0.99962276  =   0.99958903
 JD2602
 JD2602:                Primary Azimuth Mark                     Grid Az
 JD2602:SPC MO C     -  MIDWAY AZ MK                             088 32 42.1
 JD2602:UTM  15      -  MIDWAY AZ MK                             088 13 49.6
 JD2602
 JD2602|---------------------------------------------------------------------|
 JD2602| PID    Reference Object                     Distance      Geod. Az  |
 JD2602|                                                           dddmmss.s |
 JD2602| CN7450 MIDWAY AZ MK                                       0883234.0 |
 JD2602| JD2522 COLUMBIA RAD RNG MCEN OF 5          APPROX. 5.5 KM 1054143.0 |
 JD2602| CN7451 MIDWAY RM 1                          24.180 METERS 13441     |
 JD2602| CN7452 MIDWAY RM 2                          31.541 METERS 25232     |
 JD2602|---------------------------------------------------------------------|
 JD2602
 JD2602                          SUPERSEDED SURVEY CONTROL
 JD2602
 JD2602  NAD 83(1986)-  38 59 20.71434(N)    092 30 12.87584(W) AD(       ) 1
 JD2602  NAD 83(1986)-  38 59 20.71046(N)    092 30 12.87441(W) AD(       ) 3
 JD2602  NAD 27      -  38 59 20.58540(N)    092 30 12.21050(W) AD(       ) 3
 JD2602  NGVD 29 (09/27/93)  247.79   (m)          813.0    (f) LEVELING    3  
 JD2602
 JD2602.Superseded values are not recommended for survey control.
 JD2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2602.See file dsdata.txt to determine how the superseded data were derived.
 JD2602
 JD2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4299315683(NAD 83)
 JD2602_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2602_SP_SET: CONCRETE POST
 JD2602_STAMPING: MIDWAY 1949
 JD2602_MARK LOGO: CGS   
 JD2602_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2602+STABILITY: SURFACE MOTION
 JD2602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2602+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 JD2602
 JD2602  HISTORY     - Date     Condition        Report By
 JD2602  HISTORY     - 1949     MONUMENTED       CGS
 JD2602  HISTORY     - 1949     GOOD             CGS
 JD2602  HISTORY     - 19920303 GOOD             MODNR
 JD2602
 JD2602                          STATION DESCRIPTION
 JD2602
 JD2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2602'STATION IS LOCATED ABOUT 3 MILES WEST OF MIDWAY ON THE SOUTH
 JD2602'SIDE OF THE RIGHT OF WAY OF U.S. HIGHWAY 40.  STATION IS 35
 JD2602'FEET NORTH OF A FENCE AROUND A YARD AND 21 FEET NORTH OF THE
 JD2602'APPROXIMATE CENTERLINE OF DRIVEWAY.  THE MARK PROJECTS ABOUT
 JD2602'4 INCHES AND THE DISK IS STAMPED MIDWAY 1949.
 JD2602'
 JD2602'REFERENCE MARK NO. 1 IS 13 FEET EAST OF THE APPROXIMATE CENTERLINE
 JD2602'OF DRIVEWAY, 1.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 JD2602'GARAGE AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT
 JD2602'4 INCHES AND THE DISK IS STAMPED MIDWAY NO 1 1949.
 JD2602'
 JD2602'REFERENCE MARK NO. 2 IS 13 FEET SOUTH OF THE APPROXIMATE
 JD2602'CENTERLINE OF DRIVEWAY, 1.5 FEET EAST OF A TELEPHONE POLE
 JD2602'AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 JD2602'AND THE DISK IS STAMPED MIDWAY NO 2 1949.
 JD2602'
 JD2602'AZIMUTH MARK IS 77 FEET NORTH OF THE CENTERLINE OF U.S.
 JD2602'HIGHWAY 40 AND 26 FEET SOUTH OF THE CENTERLINE OF THE OLD
 JD2602'HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 JD2602'STAMPED MIDWAY 1949.
 JD2602'
 JD2602'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 63 IN NORTH
 JD2602'EDGE OF COLUMBIA WHERE U.S. HIGHWAY 63 TURNS NORTH, GO WEST
 JD2602'ON U.S. HIGHWAY 40 FOR 9.45 MILES TO AZIMUTH MARK ON RIGHT
 JD2602'OR NORTH SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE WEST FOR 0.6
 JD2602'MILE TO DEEP CUT AND STATION ON LEFT OR SOUTH SIDE OF HIGHWAY
 JD2602'AS DESCRIBED.
 JD2602'
 JD2602'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JD2602
 JD2602                          STATION RECOVERY (1949)
 JD2602
 JD2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JD2602'RECOVERED IN GOOD CONDITION.
 JD2602
 JD2602                          STATION RECOVERY (1992)
 JD2602
 JD2602'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD2602'DATE OF REPORT 11-30-1992
 JD2602'STATION  MIDWAY, 1949
 JD2602'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2602'THE STATION IS ABOUT 8 MI (12.9 KM) WEST OF COLUMBIA MO AND 3 MI
 JD2602'(4.8 KM) WEST OF THE VILLAGE OF MIDWAY ON TOP OF A HIGH CUT ON THE
 JD2602'SOUTH R/W OF US HWY. 40.  IT IS A STANDARD C AND GS HORIZONTAL DISK
 JD2602'STAMPED--MIDWAY 1949--SET IN A 10 IN. SQ CONCRETE MONUMENT FLUSH WITH
 JD2602'THE GROUND.  IT IS 13.5 FT (4.1 M) NORTH OF THE CENTERLINE OF THE
 JD2602'ENTRANCE DRIVE, 36 FT (11.0 M) NORTH OF THE CENTER OF A WATER VALVE
 JD2602'COVER IN THE HOUSE YARD AND 103.5 FT (31.5 M) ENE OF R.M. NO. 2.
 JD2602'R.M. NO. 2 IS A STANDARD C AND GS REF DISK STAMPED-- MIDWAY NO. 2
 JD2602'1949  SET IN TOP OF A 10 IN. SQ CONCRETE MON PROJECTING 1.5 IN. IN
 JD2602'THE NORTHWEST PART OF THE HOUSE YARD. IT IS 17 FT (5.2 M) SOUTH OF
 JD2602'THE CENTERLINE OF THE ENTRANCE DRIVE, 32 FT (9.8 M) NORTHWEST OF A
 JD2602'28 IN. PIN OAK AND 42 FT (12.8 M) EAST OF THE CORNER POST OF FENCES
 JD2602'WEST AND SOUTH.
 JD2602'THE AZIMUTH MARK IS ABOUT 0.7 MI (1.1 KM) EAST ON THE NORTH R/W OF US
 JD2602'HWY. 40 AND NEAR THE CREST OF A KNOLL.  IT IS A STANDARD C AND GS
 JD2602'AZ DISK (30 PERCENT OF DISK REMAINS) STAMPED--IDWAY--SET IN TOP OF AN
 JD2602'11 IN. SQ CONCRETE MONUMENT PROJECTING 2.5 IN. AND LEANING WEST.  IT
 JD2602'IS 77 FT (23.5 M) NORTH OF THE CENTERLINE OF U.S. HWY. 40 AND 26 FT
 JD2602'(7.9 M) SOUTH OF THE CENTERLINE OF OLD U.S. HWY. 40 PAVEMENT.
 JD2602'STATION AND AZIMUTH MARK TO REACH
 JD2602'TO REACH THE STATION FROM I-70 EXIT 117 (ROUTES J AND O) GO NORTH ON
 JD2602'ROUTE J FOR 1.05 MI (1.69 KM) TO U.S. HWY. 40.  TURN LEFT AND GO WEST
 JD2602'ON HWY. 40 FOR 0.55 MI (0.89 KM) TO PRIVATE ENTRANCE ON LEFT (SOUTH)
 JD2602'WITH MAILBOX 10950 AT WEST END OF A HIGHWAY CUT.  TURN LEFT AND
 JD2602'FOLLOW ENTRANCE SOUTH AND EAST TO TOP OF GRADE AND STATION SITE ON
 JD2602'LEFT (NORTH) SIDE OF ENTRANCE AS DESCRIBED.
 JD2602'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE INTERSECTION
 JD2602'OF U.S. HWY. 40 AND ROUTE J.  CONTINUE EAST ON U.S. HWY. 40 FOR 0.1
 JD2602'MI (0.2 KM) TO MARK ON LEFT (NORTH) BETWEEN OLD AND NEW PAVEMENTS AS
 JD2602'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1752 ***********************************************************************
 GD1752  DESIGNATION -  MIDWAY
 GD1752  PID         -  GD1752
 GD1752  STATE/COUNTY-  MO/PEMISCOT
 GD1752  USGS QUAD   -  HAYTI HEIGHTS (1978)
 GD1752
 GD1752                         *CURRENT SURVEY CONTROL
 GD1752  ___________________________________________________________________
 GD1752* NAD 83(1997)-  36 09 23.16446(N)    089 47 18.99232(W)     ADJUSTED  
 GD1752* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 GD1752  ___________________________________________________________________
 GD1752  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GD1752  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1752
 GD1752  HORZ ORDER  -  FIRST
 GD1752
 GD1752.The horizontal coordinates were established by classical geodetic methods
 GD1752.and adjusted by the National Geodetic Survey in February 2000..
 GD1752
 GD1752.The orthometric height was scaled from a topographic map.
 GD1752
 GD1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1752
 GD1752.The geoid height was determined by GEOID03.
 GD1752
 GD1752;                    North         East     Units Scale Factor Converg.
 GD1752;SPC MO E     -    36,083.030   314,010.958   MT  0.99998380   +0 25 11.0
 GD1752;SPC TN       -   208,870.434   259,178.308   MT  0.99996418   -2 13 04.8
 GD1752;SPC TN       -   685,269.08    850,320.83   sFT  0.99996418   -2 13 04.8
 GD1752;UTM  16      - 4,004,903.009   249,136.263   MT  1.00037549   -1 38 46.0
 GD1752
 GD1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1752!SPC MO E     -   0.99999189  x   0.99998380  =   0.99997569
 GD1752!SPC TN       -   0.99999189  x   0.99996418  =   0.99995607
 GD1752!UTM  16      -   0.99999189  x   1.00037549  =   1.00036738
 GD1752
 GD1752:                Primary Azimuth Mark                     Grid Az
 GD1752:SPC MO E     -  CARUTHERSVILLE RADIO KCRV MAST           053 58 51.0
 GD1752:SPC TN       -  CARUTHERSVILLE RADIO KCRV MAST           056 37 06.8
 GD1752:UTM  16      -  CARUTHERSVILLE RADIO KCRV MAST           056 02 48.0
 GD1752
 GD1752|---------------------------------------------------------------------|
 GD1752| PID    Reference Object                     Distance      Geod. Az  |
 GD1752|                                                           dddmmss.s |
 GD1752| GD1734 CARUTHERSVILLE RADIO KCRV MAST      APPROX.10.8 KM 0542402.0 |
 GD1752| CG4576 MIDWAY RM 1                          24.994 METERS 12133     |
 GD1752| GD1932 MIDWAY RM 3                          25.014 METERS 12135     |
 GD1752| GD2041 MIDWAY AZ MK                                       1852631.0 |
 GD1752| GD1755 STEELE MUNICIPAL TANK               APPROX. 8.9 KM 2043031.6 |
 GD1752| GD2040 MIDWAY RM 2                          26.445 METERS 23713     |
 GD1752| GD1760 DEERING MUNICIPAL TANK              APPROX. 9.4 KM 2932729.3 |
 GD1752|---------------------------------------------------------------------|
 GD1752
 GD1752                          SUPERSEDED SURVEY CONTROL
 GD1752
 GD1752  NAD 83(1997)-  36 09 23.16469(N)    089 47 18.99235(W) AD(       ) 1
 GD1752  NAD 83(1997)-  36 09 23.16507(N)    089 47 18.99291(W) AD(       ) 1
 GD1752  NAD 83(1997)-  36 09 23.17021(N)    089 47 18.99171(W) AD(       ) 1
 GD1752  NAD 83(1997)-  36 09 23.17129(N)    089 47 18.99339(W) AD(       ) 1
 GD1752  NAD 83(1986)-  36 09 23.17618(N)    089 47 18.99251(W) AD(       ) 1
 GD1752  NAD 27      -  36 09 22.92940(N)    089 47 18.68940(W) AD(       ) 1
 GD1752
 GD1752.Superseded values are not recommended for survey control.
 GD1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1752.See file dsdata.txt to determine how the superseded data were derived.
 GD1752
 GD1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF4913604903(NAD 83)
 GD1752_MARKER: DS = TRIANGULATION STATION DISK
 GD1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1752_SP_SET: CONCRETE POST
 GD1752_STAMPING: MIDWAY 1953
 GD1752_MARK LOGO: CGS   
 GD1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1752+STABILITY: SURFACE MOTION
 GD1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1752+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 GD1752
 GD1752  HISTORY     - Date     Condition        Report By
 GD1752  HISTORY     - 1953     MONUMENTED       CGS
 GD1752  HISTORY     - 1953     GOOD             CGS
 GD1752  HISTORY     - 1970     GOOD             NGS
 GD1752  HISTORY     - 19910325 GOOD             NGS
 GD1752  HISTORY     - 20040211 GOOD             USACE
 GD1752
 GD1752                          STATION DESCRIPTION
 GD1752
 GD1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 GD1752'THE STATION IS ABOUT 7 MILES WEST OF CARUTHERSVILLE, 6 MILES
 GD1752'SOUTH-SOUTHWEST OF HAYTI AND
 GD1752'NORTHEAST OF STEELE ON LAND OWNED BY MR. ARTHUR ALFORD.  IT IS 49.0
 GD1752'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING, 43.0 FEET
 GD1752'SOUTH OF THE SOUTHWEST CORNER OF A BUILDING,
 GD1752'42.0 FEET WEST OF THE WEST EDGE OF A
 GD1752'STEEL GRANARY AND 33.0 FEET NORTH OF THE CENTER OF A DRIVEWAY.
 GD1752'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GD1752'MIDWAY 1953.
 GD1752'
 GD1752'REFERENCE MARK NO. 1 IS 49.0 FEET SOUTH-SOUTHEAST OF A STEEL GRANARY,
 GD1752'28.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A BARN LOT AND 1.5
 GD1752'FEET FEET NORTH OF A T FENCE CORNER.  IT IS SET FLUSH WITH THE
 GD1752'SURFACE OF THE GROUND AND IS STAMPED MIDWAY NO 1 1953.
 GD1752'
 GD1752'REFERENCE MARK NO. 2 IS 24.0 FEET NORTH OF THE CENTER OF A WELL AND
 GD1752'9.0 FEET SOUTH OF THE CENTER OF A DRIVEWAY.  IT IS SET FLUSH WITH
 GD1752'THE SURFACE OF THE GROUND AND IS STAMPED MIDWAY NO 2 1953.
 GD1752'
 GD1752'THE AZIMUTH MARK IS 50.0 FEET SOUTH OF A POWERLINE POLE, 24.0 FEET
 GD1752'EAST OF THE CENTER OF A GRAVELED ROAD, 14.0 FEET NORTH OF A
 GD1752'SOUTHWEST FENCE CORNER, 2.0 FEET WEST OF A FENCE AND 1.5 FEET NORTH
 GD1752'OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED MIDWAY 1953.
 GD1752'
 GD1752'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 GD1752'HAYTI, GO NORTH FOR TWO BLOCKS TO U.S. HIGHWAY NO. 84, TURN RIGHT AND
 GD1752'GO EAST ON U.S. HIGHWAY NO. 84 FOR 0.5 MILE TO THE JUNCTION OF U.S.
 GD1752'HIGHWAY NO. 61.  HERE TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY NO.
 GD1752'61 FOR 4.3 MILES TO THE JUNCTION OF COUNTY ROUTE J, TURN RIGHT AND
 GD1752'GO WEST ON COUNTY ROUTE J FOR 0.7 MILE TO A RAILROAD CROSSING,
 GD1752'CONTINUE WEST ON COUNTY ROUTE J FOR 1.3 MILES TO A CROSSROAD AND A
 GD1752'STORE ON THE RIGHT.  HERE TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 GD1752'FOR 1.3 MILES TO A GROUP OF FARM BUILDINGS ON THE LEFT AND THE
 GD1752'STATION AS DESCRIBED.
 GD1752'
 GD1752'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON A GRAVELED ROAD
 GD1752'FOR 0.3 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 GD1752'
 GD1752'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GD1752
 GD1752                          STATION RECOVERY (1953)
 GD1752
 GD1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GD1752'RECOVERED IN GOOD CONDITION.
 GD1752
 GD1752                          STATION RECOVERY (1970)
 GD1752
 GD1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1752'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 GD1752'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE TOP AND DISK
 GD1752'GONE.  A NEW DISK WAS SET IN THE POST AND ESTABLISHED AS REFERENCE
 GD1752'MARK 3.  THE DIRECTION TO REFERENCE MARK 2 CHECKED ALONG WITH THE
 GD1752'DIRECTION TO THE DEERING WATER TANK.  THE DISTANCE TO REFERENCE
 GD1752'MARK 3 WAS FOUND TO BE 0.04 OF A FOOT LONGER THAN PREVIOUS
 GD1752'MEASUREMENT.  A NEW DESCRIPTION FOLLOWS.
 GD1752'
 GD1752'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF STEELE, IN A BARN
 GD1752'LOT OWNED BY MR. ROY HARDIN, 43 FEET SOUTHWEST OF THE SOUTHEAST
 GD1752'CORNER OF A BARN, 54 FEET SOUTH OF THE SOUTHWEST CORNER OF BARN, 42
 GD1752'FEET WEST OF A METAL GRAIN BIN, 57 FEET EAST SOUTHEAST OF THE
 GD1752'SOUTHEAST CORNER OF A CONCRETE FEED DECK, 44 FEET EAST OF A 10
 GD1752'INCH PECAN TREE, 32 FEET NORTH OF CENTERLINE OF A LANE, 24 FEET
 GD1752'NORTH OF A WOVEN WIRE FENCE.  MONUMENT IS 1 INCH UNDERGROUND AND THE
 GD1752'DISK IS STAMPED MIDWAY 1953.
 GD1752'
 GD1752'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 GD1752'STATE HIGHWAY 84 AT THE EAST EDGE OF HAYTI, GO SOUTH ON HIGHWAY 61
 GD1752'FOR 4.3 MILES TO THE JUNCTION OF COUNTY ROAD J.  TURN RIGHT AND GO
 GD1752'WEST ON RD. J FOR 0.7 MILE TO A RAILROAD CROSSING.  CONTINUE WEST
 GD1752'ON THE ROAD FOR 1.3 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND
 GD1752'GO SOUTH ON THE GRAVELED ROAD FOR 1.3 MILES TO A BARN LOT AND THE
 GD1752'STATION ON THE LEFT.
 GD1752'
 GD1752'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE ROAD FOR
 GD1752'0.3 MILE TO THE MARK ON THE LEFT.
 GD1752'
 GD1752'REFERENCE MARK 2 IS 104 FEET EAST OF THE CENTERLINE OF THE ROAD, 21
 GD1752'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 23 FEET NORTH OF
 GD1752'A PUMP AND WELL HOUSE, 22 FEET WEST OF A NORTHWEST FENCE CORNER
 GD1752'POST, 6 FEET SOUTH OF CENTERLINE OF LANE, MONUMENT IS 4 INCHES
 GD1752'UNDERGROUND AND THE DISK IS STAMPED MIDWAY NO 2 1953.
 GD1752'
 GD1752'REFERENCE MARK 3 IS 8 FEET SOUTH OF A NORTHEAST FENCE CORNER, 30
 GD1752'FEET SOUTHEAST OF CENTERLINE OF LANE, 1 FOOT EAST OF A WOVEN WIRE
 GD1752'FENCE, MONUMENT IS FLUSH AND THE DISK IS STAMPED MIDWAY 1953 NO 3
 GD1752'1970.
 GD1752'
 GD1752'THE AZIMUTH MARK IS 50 FEET SOUTH OF UTILITY POLE 15 15, 22 FEET EAST
 GD1752'OF CENTERLINE OF ROAD, 25 FEET NORTH OF
 GD1752'THE SOUTHWEST CORNER OF A BARN AND IMPLEMENT SHED, 5 FEET SOUTH
 GD1752'SOUTHWEST OF THE NORTHWEST CORNER OF THE BARN AND SHED, 45 FEET
 GD1752'NORTH OF THE CENTERLINE OF DRIVE TO BARN, 3 FEET WEST OF THE WEST
 GD1752'EDGE OF THE BARN AND SHED, 1 FOOT NORTH OF A METAL WITNESS POST.
 GD1752'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED MIDWAY 1953.
 GD1752'
 GD1752'TOO MANY FENCES TO MEASURE BETWEEN REFERENCE MARKS.
 GD1752'
 GD1752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 6 MILES
 GD1752'SOUTHWEST OF HAYTI.
 GD1752'
 GD1752'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1752
 GD1752                          STATION RECOVERY (1991)
 GD1752
 GD1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1752'STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED.  THE AZIMUTH
 GD1752'MARK WAS FOUND DESTROYED.  REFERENCE MARK 3 WAS POSITIONED AND
 GD1752'OCCUPIED.  FIELD DATA CHECKED THE 1970 DATA IN DISTANCE AND DIRECTION
 GD1752'TO THE MARKS.
 GD1752'STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTH-SOUTHWEST OF HAYTI, 4 KM
 GD1752'(2.50 MI) SOUTHEAST OF BRAGGADOCIO, 3.2 KM (2.00 MI) WEST OF
 GD1752'INTERSTATE HIGHWAY 55, IN THE NORTHWEST 1/4 OF SECTION 32, T 18 N, R
 GD1752'12 E, IN A LITTERED FARM YARD.  OWNERSHIP--PERRY GOING, WHO LIVES IN
 GD1752'HOUSE AT STATION.
 GD1752'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE ROADS J
 GD1752'AND H (EXIT 14), ABOUT 7 KM (4.35 MI) SOUTH OF HAYTI, GO WEST ON ROAD
 GD1752'J FOR 1.38 KM (0.85 MI) TO A RAILROAD CROSSING.  CONTINUE WEST FOR
 GD1752'2.03 KM (1.25 MI) TO A GRAVEL CROSSROAD.  TURN LEFT, SOUTH, ON COUNTY
 GD1752'ROAD 407 FOR 1.20 KM (0.75 MI) TO A SMALL CANAL.  CONTINUE AHEAD FOR
 GD1752'0.92 KM (0.55 MI) TO A LANE ON THE LEFT ON NORTH SIDE OF A WOOD FRAME
 GD1752'HOUSE.  TURN LEFT, EAST, (WILL HAVE TO WALK DUE TO JUNKED CARS) FOR
 GD1752'ABOUT 40 M (131.2 FT) TO THE STATION ON THE LEFT.
 GD1752'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 20 CM
 GD1752'BELOW GROUND.  IT IS 13.1 M (43.0 FT) SOUTH-SOUTHEAST OF THE
 GD1752'SOUTHWEST CORNER OF A BARN, 12.8 M (42.0 FT) WEST-SOUTHWEST OF THE
 GD1752'SIDE OF A METAL GRAIN BIN, 0.7 M (2.3 FT) WEST OF A FIBERGLASS
 GD1752'WITNESS POST, 13.4 M (44.0 FT) EAST-SOUTHEAST OF A 40-CM PECAN TREE,
 GD1752'10.4 M (34.1 FT) EAST-NORTHEAST OF AN OLD TORNADO SHELTER, AND 9.3 M
 GD1752'(30.5 FT) NORTH OF THE CENTER OF THE DIM DRIVE. BIN, AND 0.5 M
 GD1752'(1.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 GD1752'NOTE--STATION IS PARTIALLY BLOCKED FOR GPS OBSERVATIONS.
 GD1752'DESCRIBED BY G.R.HEID.
 GD1752
 GD1752                          STATION RECOVERY (2004)
 GD1752
 GD1752'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD2040 ***********************************************************************
 GD2040  DESIGNATION -  MIDWAY RM 2
 GD2040  PID         -  GD2040
 GD2040  STATE/COUNTY-  MO/PEMISCOT
 GD2040  USGS QUAD   -  HAYTI HEIGHTS (1978)
 GD2040
 GD2040                         *CURRENT SURVEY CONTROL
 GD2040  ___________________________________________________________________
 GD2040* NAD 83(1997)-  36 09 22.69990(N)    089 47 19.88176(W)     ADJUSTED  
 GD2040* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 GD2040  ___________________________________________________________________
 GD2040  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GD2040  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD2040
 GD2040  HORZ ORDER  -  FIRST
 GD2040
 GD2040.The horizontal coordinates were established by GPS observations
 GD2040.and adjusted by the National Geodetic Survey in February 2000..
 GD2040
 GD2040.The orthometric height was scaled from a topographic map.
 GD2040
 GD2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD2040
 GD2040.The geoid height was determined by GEOID03.
 GD2040
 GD2040;                    North         East     Units Scale Factor Converg.
 GD2040;SPC MO E     -    36,068.549   313,988.831   MT  0.99998377   +0 25 10.5
 GD2040;UTM  16      - 4,004,889.329   249,113.620   MT  1.00037563   -1 38 46.5
 GD2040
 GD2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD2040!SPC MO E     -   0.99999189  x   0.99998377  =   0.99997566
 GD2040!UTM  16      -   0.99999189  x   1.00037563  =   1.00036752
 GD2040
 GD2040                          SUPERSEDED SURVEY CONTROL
 GD2040
 GD2040  NAD 83(1997)-  36 09 22.70007(N)    089 47 19.88190(W) AD(       ) 1
 GD2040  NAD 83(1997)-  36 09 22.70029(N)    089 47 19.88272(W) AD(       ) 1
 GD2040  NAD 83(1997)-  36 09 22.70545(N)    089 47 19.88147(W) AD(       ) 1
 GD2040  NAD 83(1997)-  36 09 22.70513(N)    089 47 19.88560(W) AD(       ) 1
 GD2040
 GD2040.Superseded values are not recommended for survey control.
 GD2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD2040.See file dsdata.txt to determine how the superseded data were derived.
 GD2040
 GD2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF4911404889(NAD 83)
 GD2040_MARKER: DR = REFERENCE MARK DISK
 GD2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD2040_SP_SET: CONCRETE POST
 GD2040_STAMPING: MIDWAY NO2 1953
 GD2040_MARK LOGO: CGS   
 GD2040_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD2040+STABILITY: SURFACE MOTION
 GD2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD2040+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1990
 GD2040
 GD2040  HISTORY     - Date     Condition        Report By
 GD2040  HISTORY     - 1953     MONUMENTED       CGS
 GD2040  HISTORY     - 19901113 SEE DESCRIPTION  NGS
 GD2040
 GD2040                          STATION DESCRIPTION
 GD2040
 GD2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GD2040'AFTER A THOROUGH SEARCH OF THE AREA THIS MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1932 ***********************************************************************
 GD1932  DESIGNATION -  MIDWAY RM 3
 GD1932  PID         -  GD1932
 GD1932  STATE/COUNTY-  MO/PEMISCOT
 GD1932  USGS QUAD   -  HAYTI HEIGHTS (1978)
 GD1932
 GD1932                         *CURRENT SURVEY CONTROL
 GD1932  ___________________________________________________________________
 GD1932* NAD 83(1997)-  36 09 22.73938(N)    089 47 18.13985(W)     ADJUSTED  
 GD1932* NAVD 88     -        79.6    (meters)     261.     (feet)  GPS OBS   
 GD1932  ___________________________________________________________________
 GD1932  X           -      19,043.527 (meters)                     COMP
 GD1932  Y           -  -5,155,790.762 (meters)                     COMP
 GD1932  Z           -   3,742,240.352 (meters)                     COMP
 GD1932  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GD1932  ELLIP HEIGHT-          51.26  (meters)          (02/17/00) GPS OBS
 GD1932  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GD1932
 GD1932  HORZ ORDER  -  FIRST
 GD1932  ELLP ORDER  -  FOURTH    CLASS I
 GD1932
 GD1932.The horizontal coordinates were established by GPS observations
 GD1932.and adjusted by the National Geodetic Survey in February 2000..
 GD1932
 GD1932.The orthometric height was determined by GPS observations and a
 GD1932.high-resolution geoid model.
 GD1932
 GD1932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1932
 GD1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1932
 GD1932.The ellipsoidal height was determined by GPS observations
 GD1932.and is referenced to NAD 83.
 GD1932
 GD1932.The geoid height was determined by GEOID03.
 GD1932
 GD1932;                    North         East     Units Scale Factor Converg.
 GD1932;SPC MO E     -    36,070.085   314,032.361   MT  0.99998383   +0 25 11.5
 GD1932;UTM  16      - 4,004,889.295   249,157.194   MT  1.00037536   -1 38 45.5
 GD1932
 GD1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1932!SPC MO E     -   0.99999195  x   0.99998383  =   0.99997579
 GD1932!UTM  16      -   0.99999195  x   1.00037536  =   1.00036731
 GD1932
 GD1932:                Primary Azimuth Mark                     Grid Az
 GD1932:SPC MO E     -  HAYTI N MUNICIPAL TANK                   020 40 25.2
 GD1932:UTM  16      -  HAYTI N MUNICIPAL TANK                   022 44 22.2
 GD1932
 GD1932|---------------------------------------------------------------------|
 GD1932| PID    Reference Object                     Distance      Geod. Az  |
 GD1932|                                                           dddmmss.s |
 GD1932| GD1739 HAYTI N MUNICIPAL TANK              APPROX. 9.6 KM 0210536.7 |
 GD1932| GD1755 STEELE MUNICIPAL TANK               APPROX. 8.9 KM 2044006.0 |
 GD1932| GD2040 MIDWAY RM 2                          43.558 METERS 26824     |
 GD1932| GD1752 MIDWAY                               25.014 METERS 30135     |
 GD1932|---------------------------------------------------------------------|
 GD1932
 GD1932                          SUPERSEDED SURVEY CONTROL
 GD1932
 GD1932  NAD 83(1997)-  36 09 22.73954(N)    089 47 18.13975(W) AD(       ) 1
 GD1932  NAD 83(1997)-  36 09 22.73975(N)    089 47 18.13997(W) AD(       ) 1
 GD1932  NAD 83(1997)-  36 09 22.74492(N)    089 47 18.13882(W) AD(       ) 1
 GD1932  NAD 83(1997)-  36 09 22.74459(N)    089 47 18.13791(W) AD(       ) 1
 GD1932  NGVD 29 (05/28/98)   79.6    (m)          261.     (f) GPS OBS        
 GD1932
 GD1932.Superseded values are not recommended for survey control.
 GD1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1932.See file dsdata.txt to determine how the superseded data were derived.
 GD1932
 GD1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF4915704889(NAD 83)
 GD1932_MARKER: DR = REFERENCE MARK DISK
 GD1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1932_SP_SET: CONCRETE POST
 GD1932_STAMPING: MIDWAY 1953 NO 3 1970
 GD1932_MARK LOGO: NGS   
 GD1932_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1932+STABILITY: SURFACE MOTION
 GD1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1932+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1991
 GD1932
 GD1932  HISTORY     - Date     Condition        Report By
 GD1932  HISTORY     - 1970     MONUMENTED       NGS
 GD1932  HISTORY     - 19901113 GOOD
 GD1932  HISTORY     - 19910315 GOOD             NGS
 GD1932
 GD1932                          STATION DESCRIPTION
 GD1932
 GD1932'DESCRIBED 1990
 GD1932'RECOVERED IN GOOD CONDITION.
 GD1932
 GD1932                          STATION RECOVERY (1991)
 GD1932
 GD1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GD1932'THIS STATION WAS ESTABLISHED FROM MIDWAY 1950 BECAUSE THE LATTER IS
 GD1932'PARTIALLY BLOCKED FOR GPS OBSERVATIONS.
 GD1932'STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTH-SOUTHWEST OF HAYTI, 4 KM
 GD1932'(2.50 MI) SOUTHEAST OF BRAGGADOCIO, 3.2 KM (2.00 MI) WEST OF
 GD1932'INTERSTATE HIGHWAY 55, IN THE NORTHWEST 1/4 OF SECTION 32, T 18 N, R
 GD1932'12 E, ON A LINE SEPARATING A FARM YARD FROM A CULTIVATED FIELD.
 GD1932'OWNERSHIP--UNKNOWN.  MR. PERRY GOING LIVES IN HOUSE AT STATION, AND
 GD1932'HIS PROPERTY IS CROSSED TO REACH THE STATION.
 GD1932'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE ROADS J
 GD1932'AND H (EXIT 14), ABOUT 7 KM (4.35 MI) SOUTH OF HAYTI, GO WEST ON ROAD
 GD1932'J FOR 1.38 KM (0.85 MI) TO A RAILROAD CROSSING.  CONTINUE WEST FOR
 GD1932'2.03 KM (1.25 MI) TO A GRAVEL CROSSROAD.  TURN LEFT, SOUTH, ON COUNTY
 GD1932'ROAD 407 FOR 1.20 KM (0.75 MI) TO A SMALL CANAL.  CONTINUE AHEAD FOR
 GD1932'0.92 KM (0.55 MI) TO A LANE ON THE LEFT ON NORTH SIDE OF A WOOD FRAME
 GD1932'HOUSE.  TURN LEFT, EAST, (WILL HAVE TO WALK DUE TO JUNKED CARS) FOR
 GD1932'ABOUT 60 M (196.8 FT) TO THE FIELD EDGE AND THE STATION ON THE RIGHT.
 GD1932'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 15 CM
 GD1932'BELOW GROUND.  IT IS 47.8 M (156.8 FT) EAST-NORTHEAST OF THE
 GD1932'NORTHEAST CORNER OF THE HOUSE, 4.5 M (14.8 FT) NORTH OF THE EXTENDED
 GD1932'NORTH WALL OF THE HOUSE, 2.5 M (8.2 FT) SOUTH OF A VERTICAL RAILROAD
 GD1932'TIE (MAY BE OLD GATEPOST), 0.3 M (1.0 FT) EAST OF A DIM FENCE LINE,
 GD1932'15.2 M (49.9 FT) SOUTH-SOUTHEAST OF THE SIDE OF A GRAIN BIN, AND 0.5
 GD1932'M (1.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 GD1932'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1132 ***********************************************************************
 KD1132  DESIGNATION -  MIKE
 KD1132  PID         -  KD1132
 KD1132  STATE/COUNTY-  MO/CHARITON
 KD1132  USGS QUAD   -  MIKE (1978)
 KD1132
 KD1132                         *CURRENT SURVEY CONTROL
 KD1132  ___________________________________________________________________
 KD1132* NAD 83(1997)-  39 35 41.12667(N)    092 57 27.16402(W)     ADJUSTED  
 KD1132* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 KD1132  ___________________________________________________________________
 KD1132  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 KD1132  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KD1132
 KD1132  HORZ ORDER  -  THIRD
 KD1132
 KD1132.The horizontal coordinates were established by classical geodetic methods
 KD1132.and adjusted by the National Geodetic Survey in February 2000..
 KD1132
 KD1132.The orthometric height was scaled from a topographic map.
 KD1132
 KD1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1132
 KD1132.The geoid height was determined by GEOID03.
 KD1132
 KD1132;                    North         East     Units Scale Factor Converg.
 KD1132;SPC MO C     -   417,557.063   460,700.975   MT  0.99995234   -0 17 29.8
 KD1132;UTM  15      - 4,382,781.691   503,645.229   MT  0.99960016   +0 01 37.4
 KD1132
 KD1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1132!SPC MO C     -   0.99996772  x   0.99995234  =   0.99992006
 KD1132!UTM  15      -   0.99996772  x   0.99960016  =   0.99956789
 KD1132
 KD1132|---------------------------------------------------------------------|
 KD1132| PID    Reference Object                     Distance      Geod. Az  |
 KD1132|                                                           dddmmss.s |
 KD1132| CL9889 MIKE RM 1                            18.710 METERS 18055     |
 KD1132| DF8327 MIKE RM 3                             1.867 METERS 18112     |
 KD1132| CL9888 MIKE AZ MK                          APPROX. 0.5 KM 1842151.5 |
 KD1132| CL9890 MIKE RM 2                             2.495 METERS 25535     |
 KD1132|---------------------------------------------------------------------|
 KD1132
 KD1132                          SUPERSEDED SURVEY CONTROL
 KD1132
 KD1132  NAD 83(1997)-  39 35 41.12960(N)    092 57 27.16955(W) AD(       ) 3
 KD1132  NAD 83(1986)-  39 35 41.12996(N)    092 57 27.16978(W) AD(       ) 3
 KD1132  NAD 27      -  39 35 41.03820(N)    092 57 26.45760(W) AD(       ) 3
 KD1132
 KD1132.Superseded values are not recommended for survey control.
 KD1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1132.See file dsdata.txt to determine how the superseded data were derived.
 KD1132
 KD1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD0364582782(NAD 83)
 KD1132_MARKER: DS = TRIANGULATION STATION DISK
 KD1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1132_STAMPING: MIKE 1948
 KD1132_MARK LOGO: CGS   
 KD1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1132+STABILITY: SURFACE MOTION
 KD1132
 KD1132  HISTORY     - Date     Condition        Report By
 KD1132  HISTORY     - 1948     MONUMENTED       CGS
 KD1132  HISTORY     - 1966     GOOD             CGS
 KD1132  HISTORY     - 19840518 GOOD             NGS
 KD1132
 KD1132                          STATION DESCRIPTION
 KD1132
 KD1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1132'LOCATED ABOUT 0.35 MILE SOUTH OF THE SMALL SETTLEMENT OF MIKE
 KD1132'AND ON THE EAST RIGHT-OF-WAY OF STATE ROUTE 5.  IT IS 39 FEET
 KD1132'EAST OF THE APPROXIMATE CENTER LINE OF THE ROAD, 6.2 FEET
 KD1132'NORTH OF A TELEPHONE POLE AND 5 FEET WEST OF THE
 KD1132'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 KD1132'DISK IS STAMPED MIKE 1948.
 KD1132'
 KD1132'REFERENCE MARK NO. 1 IS 61.38 FEET SOUTH OF THE STATION.  IT IS
 KD1132'42 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF THE
 KD1132'RIGHT-OF-WAY FENCE LINE AND 1 FOOT NORTH OF A TELEPHONE POLE.
 KD1132'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MIKE NO 1 1948.
 KD1132'
 KD1132'REFERENCE MARK NO. 2 IS 81.85 FEET WEST OF THE STATION.  IT IS
 KD1132'38 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE ROAD,
 KD1132'4 FEET EAST OF A POWER LINE POLE AND 1 FOOT EAST OF THE
 KD1132'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 KD1132'DISK IS STAMPED MIKE NO 2 1948.
 KD1132'
 KD1132'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH OF THE STATION.
 KD1132'IT IS 38 FEET WEST OF THE CENTER LINE OF STATE ROUTE 5, 4 FEET
 KD1132'EAST OF A POWER LINE POLE AND 3.3 FEET NORTH OF A WHITE WITNESS
 KD1132'POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 KD1132'MIKE 1948.
 KD1132'
 KD1132'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 5 AND COUNTY
 KD1132'ROUTE D IN MIKE, GO SOUTH FOR 0.15 MILE TO STATION ON LEFT
 KD1132'AS DESCRIBED.
 KD1132'
 KD1132'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH APPROXIMATELY
 KD1132'0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 KD1132'
 KD1132'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KD1132
 KD1132                          STATION RECOVERY (1966)
 KD1132
 KD1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (FBB)
 KD1132'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KD1132'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KD1132'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KD1132'
 KD1132'STATION MARK IS 3 FEET WEST OF A FENCE AND 2.5 FEET WEST OF A METAL
 KD1132'WITNESS POST.
 KD1132'
 KD1132'REFERENCE MARK NO. 1 IS 3 FEET WEST OF A FENCE.
 KD1132'
 KD1132'REFERENCE MARK NO. 2 IS 3 FEET EAST OF A POWERLINE POLE.
 KD1132'
 KD1132'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 KD1132
 KD1132                          STATION RECOVERY (1984)
 KD1132
 KD1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KD1132'THE SURFACE STATION MARK, RM 2 AND THE AZ KM WERE RECOVERED IN GOOD
 KD1132'CONDITION.  RM 1 WAS FOUND DESTROYED.  RM 3 WAS ESTABLISH THIS DATE.
 KD1132'THE DISTANCE AN DIRECTION TO RM 2 WAS CHECKED, THEREFORE, THE
 KD1132'UNDERGROUND MARK WAS NOT INSPECTED.  DUE TO CHANGES, A COMPLETE, NEW
 KD1132'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) N
 KD1132'OF KEYTESVILLE, 8 3/4 MI S OF MARCELINE, 0.15 MI (0.24 KM) S OF THE
 KD1132'JUNCTION OF THE STATE HWY 5 AND STATE ROAD D, AND ON THE E
 KD1132'RIGHT-OF-WAY OF HWY 5.  TO REACH THE STATION FROM THE JUNCTION OF
 KD1132'STATE ROAD WW AND STATE HWY 5, AT MARCELINE, GO S ON HWY 5 FOR 8.7 MI
 KD1132'(14.0 KM) TO STATE ROAD D ON THE RIGHT.  CONTINUE S ON HWY 5 FOR 0.15
 KD1132'MI (0.24 KM) TO THE STATION ON THE LEFT.
 KD1132' 
 KD1132'THE STATION IS A STANDARD, CGS DISK STAMPED---MIKE 1948---, SET INT
 KD1132'THE TOP OF SQUARE CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER,
 KD1132'PROJECTING 03 INCHES (8 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 KD1132'38.0 FT (11.6 M) E FROM THE CENTERLINE OF THE HWY, 3.0 F W FROM THE
 KD1132'RIGHT-OF-WAY FENCE, 3.5 FT (1.1 M) NW FROM A WITNESS POST, 3.0 FT (0.9
 KD1132'M) SW FROM A WITNESS POST.  RM NO 02, IS A STANDARD CGS DISK
 KD1132'STAMPED---MIKE NO 2 1948---, SET INTO THE TOP OF A SQUARE CONCRETE
 KD1132'MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, PROJECTING 04 INCHES (10
 KD1132'CM) ABOVE THE GROUND.  THE STATION IS LOCATED 38.0 FT (11.6 M) W FROM
 KD1132'THE CENTERLINE OF THE HWY, 3.0 FT (0.9 M) E FROM A POWERLINE POLE, 1.8
 KD1132'FT (0.5 M) S FROM A WITNESS POST, 1.0 FT (0.3 M) E FROM A FENCE.  RM
 KD1132'NO 03, IS A STANDARD NGS DISK STMAPED,---MIKE 1948 NO 3 1984---, SET
 KD1132'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN
 KD1132'DIAMETER, PROJECTING 02 INCHES (5 CM) ABOVE THE GROUND.  THE STATION
 KD1132'IS LOCATED 58.6 FT (17.9 M) S FROM A WITNESS POST, 39.0 FT (11.9 M) E
 KD1132'FROM THE CENTERLINE OF THE HWY, 2.0 FT (0.6 M) W FROM A FENCE, AND 1.0
 KD1132'FT (0.3 M) LOWER THAN THE STATION.  AZ MK NO 01, IS A STANDARD CGS
 KD1132'DISK STAMPED---MIKE 1948---, SET INT THE TOP OF A SQUARE CONCRETE
 KD1132'MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, PROJECTING 06 INCHES (15
 KD1132'CM) ABOVE THE GROUND.  THE STATION IS LOCATED 38.0 FT (11.6 M) W FROM
 KD1132'THE CENTERLINE OF THE HWY, 38.0 FT (11.6 M) N FROM THE CENTERLINE OF A
 KD1132'FIELD ENTRANCE, 9.5 FT (2.9 M) SE FROM THE NE CORNER OF A SMALL METAL
 KD1132'SHED, 1.0 FT (0.3 M) N FROM A WITNESS POST.  TO REACH THE AZ MK FROM
 KD1132'THE STATION, GO S ON THE HWY FOR 0.3 MI (0.5 KM) TO A SMALL SHED, A
 KD1132'FIELD ENTRANCE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0544 ***********************************************************************
 LE0544  DESIGNATION -  MILAN
 LE0544  PID         -  LE0544
 LE0544  STATE/COUNTY-  MO/SULLIVAN
 LE0544  USGS QUAD   -  MILAN WEST (1981)
 LE0544
 LE0544                         *CURRENT SURVEY CONTROL
 LE0544  ___________________________________________________________________
 LE0544* NAD 83(1997)-  40 12 05.68955(N)    093 07 32.38158(W)     ADJUSTED  
 LE0544* NAVD 88     -       295.35   (+/-2cm)     969.0    (feet)  VERTCON   
 LE0544  ___________________________________________________________________
 LE0544  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 LE0544  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LE0544
 LE0544  HORZ ORDER  -  FIRST
 LE0544  VERT ORDER  -  THIRD ? (See Below)
 LE0544
 LE0544.The horizontal coordinates were established by classical geodetic methods
 LE0544.and adjusted by the National Geodetic Survey in February 2000..
 LE0544
 LE0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 LE0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LE0544.The vertical order pertains to the NGVD 29 superseded value.
 LE0544
 LE0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0544
 LE0544.The geoid height was determined by GEOID03.
 LE0544
 LE0544;                    North         East     Units Scale Factor Converg.
 LE0544;SPC MO C     -   485,017.476   446,733.157   MT  0.99996825   -0 24 13.9
 LE0544;UTM  15      - 4,450,138.635   489,305.174   MT  0.99960141   -0 04 52.0
 LE0544
 LE0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0544!SPC MO C     -   0.99995866  x   0.99996825  =   0.99992691
 LE0544!UTM  15      -   0.99995866  x   0.99960141  =   0.99956009
 LE0544
 LE0544:                Primary Azimuth Mark                     Grid Az
 LE0544:SPC MO C     -  MILAN AZ MK                              029 35 37.4
 LE0544:UTM  15      -  MILAN AZ MK                              029 16 15.5
 LE0544
 LE0544|---------------------------------------------------------------------|
 LE0544| PID    Reference Object                     Distance      Geod. Az  |
 LE0544|                                                           dddmmss.s |
 LE0544| CL9891 MILAN AZ MK                                        0291123.5 |
 LE0544| LE0541 MILAN CITY STANDPIPE                242.354 METERS 03735     |
 LE0544| CL9892 MILAN RM 1                           37.823 METERS 04318     |
 LE0544| CL9894 MILAN RM 3                            9.868 METERS 05614     |
 LE0544| CL9893 MILAN RM 2                           43.647 METERS 13932     |
 LE0544| LE0542 TAYLOR                              APPROX.14.0 KM 1420410.5 |
 LE0544| LE0545 MILAN ST MARYS CATH CH SPIRE        482.097 METERS 3364847.7 |
 LE0544|---------------------------------------------------------------------|
 LE0544
 LE0544                          SUPERSEDED SURVEY CONTROL
 LE0544
 LE0544  NAD 83(1997)-  40 12 05.68974(N)    093 07 32.38335(W) AD(       ) 1
 LE0544  NAD 83(1986)-  40 12 05.69027(N)    093 07 32.38756(W) AD(       ) 1
 LE0544  NAD 27      -  40 12 05.62500(N)    093 07 31.63580(W) AD(       ) 1
 LE0544  NGVD 29 (07/19/86)  295.34   (m)          969.0    (f) LEVELING    3  
 LE0544
 LE0544.Superseded values are not recommended for survey control.
 LE0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0544.See file dsdata.txt to determine how the superseded data were derived.
 LE0544
 LE0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE8930550139(NAD 83)
 LE0544_MARKER: DS = TRIANGULATION STATION DISK
 LE0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0544_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0544
 LE0544  HISTORY     - Date     Condition        Report By
 LE0544  HISTORY     - 1934     MONUMENTED       CGS
 LE0544  HISTORY     - 1967     GOOD             CGS
 LE0544
 LE0544                          STATION DESCRIPTION
 LE0544
 LE0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0544'THIS STATION IS LOCATED IN THE TOWN OF MILAN 1/2 BLOCK S OF
 LE0544'THE SW CORNER OF THE SQUARE.  THE MARK IS SET IN A SMALL LOT OWNED
 LE0544'BY THE ABRAHAM LINCOLN INSURANCE COMPANY OF SPRINGFIELD,
 LE0544'ILLINOIS, AND NOW OCCUPIED BY THE MILAN GRANITE WORKS.  IT IS
 LE0544'64 FEET W OF MARKET STREET, 49 FEET N OF THE NE CORNER OF A
 LE0544'LARGE BRICK HOUSE, 25 FEET SSE OF THE SE CORNER OF THE MILAN
 LE0544'GRANITE WORKS, 74 FEET SSW OF THE SE CORNER OF THE VARIETY
 LE0544'STORE.
 LE0544'
 LE0544'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET
 LE0544'IN THE TOPS OF CONCRETE CYLINDERS.
 LE0544'
 LE0544'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 LE0544'
 LE0544'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE E SIDE OF
 LE0544'MARKET STREET, AT THE W EDGE OF THE SIDEWALK.  IT IS DIRECTLY
 LE0544'E OF THE ENTRANCE TO THE VARIETY STORE.
 LE0544'
 LE0544'REFERENCE MARK NO. 2 IS SE OF THE STATION AT THE NE CORNER
 LE0544'OF THE INTERSECTION OF MARKET STREET, AND 4TH STREET.  IT IS
 LE0544'IN THE ANGLE FORMED BY TWO SIDEWALKS, IT IS ON CORNER 1
 LE0544'BLOCK S OF THE SW CORNER OF THE SQUARE.
 LE0544'
 LE0544'AZIMUTH MARK IS NNE OF THE STATION ON THE N EDGE OF THE SQUARE,
 LE0544'AND IS ON THE S EDGE OF 2ND STREET, 0.5-FOOT S OF THE CURB, DIRECTLY
 LE0544'S OF THE A.C. BOYD AND COMPANY, GROCERY STORE, 50 FEET W OF THE
 LE0544'NE CORNER OF THE SQUARE.
 LE0544'
 LE0544'ALL MARKS ARE SET FLUSH WITH THE GROUND.
 LE0544'
 LE0544'LIGHTS 87 FEET ABOVE STATIONS HARRIS, UNION AND TAYLOR COME
 LE0544'INTO VIEW 22 FEET ABOVE THE GROUND.
 LE0544'
 LE0544'A LIGHT 87 FEET ABOVE STATION WHALEY COMES INTO VIEW 35 FEET ABOVE
 LE0544'THE GROUND.
 LE0544
 LE0544                          STATION RECOVERY (1967)
 LE0544
 LE0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LE0544'THE STATION AND REFERENCE MARKS RECOVERED AND STATION AND
 LE0544'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS
 LE0544'RECOVERED AT EDGE OF SIDEWALK AND ABOUT 18 INCHES OF THE CONCRETE
 LE0544'POST WAS EXPOSED.  A BUILDING HAD BEEN BUILD ON LINE BETWEEN
 LE0544'THE STATION AND R.M. NO. 1 SO A NEW REFERENCE MARK WAS
 LE0544'ESTABLISHED.  THE AZIMUTH MARK WAS NOT RECOVERED BUT IF IT WAS
 LE0544'STILL IN PLACE IT WOULD NOT BE VISIBLE FROM THE GROUND AT THE
 LE0544'STATION.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED AT THIS
 LE0544'TIME AS NO OBJECTS WERE VISIBLE FROM THE GROUND.
 LE0544'
 LE0544'THE STATION IS ABOUT 1/2 BLOCK SOUTH OF THE SOUTHWEST CORNER
 LE0544'OF THE SQUARE, 26.6 FEET WEST OF THE WEST EDGE OF THE SIDEWALK,
 LE0544'17.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK
 LE0544'BUILDING OCCUPIED BY AN INSURANCE CO., 48 FEET NORTH-NORTHEAST OF
 LE0544'THE NORTHEAST CORNER OF A LARGE BRICK HOUSE AND 6 FEET
 LE0544'WEST-SOUTHWEST OF AN 18-INCH ELM TREE.  THE SURFACE MARK IS
 LE0544'ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 LE0544'
 LE0544'R.M. NO. 2 IS SOUTHEAST OF THE STATION, AT THE NORTHEAST
 LE0544'CORNER OF THE INTERSECTION OF MARKET AND 4TH STREETS, 6.6 FEET
 LE0544'SOUTH OF THE SOUTHWEST CORNER OF A BAPTIST CHURCH AND IS IN
 LE0544'ANGLE FORMED BY THE INTERSECTION OF THE SIDEWALKS.  THE MARK IS
 LE0544'STAMPED MILAN 2 NO 2 1934 AND THE POST IS FLUSH WITH THE GROUND.
 LE0544'
 LE0544'R.M. NO. 3 IS 2.5 FEET EAST OF THE SOUTHEAST CORNER OF THE BRICK
 LE0544'BUILDING JUST NORTH OF THE STATION AND IS 6 INCHES EAST OF THE WEST
 LE0544'EDGE OF THE SIDEWALK.  THE DISK IS STAMPED MILAN NO 3 1934 1967
 LE0544'AND IS SET IN A DRILL HOLE IN THE SIDEWALK.
 LE0544'
 LE0544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT MILAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0541 ***********************************************************************
 LE0541  DESIGNATION -  MILAN CITY STANDPIPE
 LE0541  PID         -  LE0541
 LE0541  STATE/COUNTY-  MO/SULLIVAN
 LE0541  USGS QUAD   -  MILAN EAST (1981)
 LE0541
 LE0541                         *CURRENT SURVEY CONTROL
 LE0541  ___________________________________________________________________
 LE0541* NAD 83(1997)-  40 12 11.91583(N)    093 07 26.13076(W)     ADJUSTED  
 LE0541* NAVD 88     -                                                        
 LE0541  ___________________________________________________________________
 LE0541  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 LE0541  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LE0541
 LE0541  HORZ ORDER  -  THIRD
 LE0541
 LE0541.The horizontal coordinates were established by classical geodetic methods
 LE0541.and adjusted by the National Geodetic Survey in February 2000..
 LE0541
 LE0541
 LE0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0541
 LE0541.The geoid height was determined by GEOID03.
 LE0541
 LE0541;                    North         East     Units Scale Factor Converg.
 LE0541;SPC MO C     -   485,208.468   446,882.334   MT  0.99996805   -0 24 09.9
 LE0541;UTM  15      - 4,450,330.394   489,453.219   MT  0.99960137   -0 04 48.0
 LE0541
 LE0541                          SUPERSEDED SURVEY CONTROL
 LE0541
 LE0541  NAD 83(1997)-  40 12 11.91603(N)    093 07 26.13253(W) AD(       ) 4
 LE0541  NAD 83(1986)-  40 12 11.91644(N)    093 07 26.13681(W) AD(       ) 4
 LE0541  NAD 27      -  40 12 11.83500(N)    093 07 25.37700(W) AD(       ) 3
 LE0541
 LE0541.Superseded values are not recommended for survey control.
 LE0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0541.See file dsdata.txt to determine how the superseded data were derived.
 LE0541
 LE0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE8945350330(NAD 83)
 LE0541_MARKER: 52 = STANDPIPE TANK
 LE0541
 LE0541  HISTORY     - Date     Condition        Report By
 LE0541  HISTORY     - 1928     FIRST OBSERVED   CGS
 LE0541  HISTORY     - 1934     GOOD             CGS
 LE0541  HISTORY     - 1935     GOOD             CGS
 LE0541
 LE0541                          STATION DESCRIPTION
 LE0541
 LE0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0541'THIS INTERSECTION STATION IS THE CENTER OF THE STANDPIPE IN MILAN.
 LE0541'THE STANDPIPE IS IN THE N CENTRAL PART OF THE CITY, 1 BLOCK E OF
 LE0541'THE NE CORNER OF THE SQUARE, BETWEEN SECOND STREET AND THE STREET N
 LE0541'OF IT, IN REAR OF A FILLING STATION.  THE TANK IS METAL AND
 LE0541'PAINTED BLACK, IT IS VERY PROMINENT, APPROXIMATELY 100 FEET HIGH.
 LE0541'DATE OF ERECTION NOT CERTAIN BUT WAS ABOUT 1910.  LAND OCCUPIED
 LE0541'IS OWNED BY CITY.
 LE0541'
 LE0541'THIS IS THE STATION CALLED MILAN CITY STANDPIPE IN 1928.
 LE0541
 LE0541                          STATION RECOVERY (1935)
 LE0541
 LE0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 LE0541'LOCATED IN BLOCK DIAGONALLY NE OF CITY SQUARE, IN LOT 6, BLOCK
 LE0541'8, ORIGINAL TOWN OF MILAN.  STANDPIPE IS 130 FEET W OF WATER
 LE0541'STREET AND 165 FEET N OF SECOND STREET.  IT IS 15 FEET IN DIAMETER
 LE0541'AND 100 FEET IN HEIGHT, SET ON A CIRCULAR CONCRETE BASE.
 LE0541'STANDPIPE IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0545 ***********************************************************************
 LE0545  DESIGNATION -  MILAN ST MARYS CATH CH SPIRE
 LE0545  PID         -  LE0545
 LE0545  STATE/COUNTY-  MO/SULLIVAN
 LE0545  USGS QUAD   -  MILAN WEST (1981)
 LE0545
 LE0545                         *CURRENT SURVEY CONTROL
 LE0545  ___________________________________________________________________
 LE0545* NAD 83(1997)-  40 12 20.05713(N)    093 07 40.40788(W)     ADJUSTED  
 LE0545* NAVD 88     -                                                        
 LE0545  ___________________________________________________________________
 LE0545  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LE0545  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LE0545
 LE0545  HORZ ORDER  -  THIRD
 LE0545
 LE0545.The horizontal coordinates were established by classical geodetic methods
 LE0545.and adjusted by the National Geodetic Survey in February 2000..
 LE0545
 LE0545
 LE0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0545
 LE0545.The geoid height was determined by GEOID03.
 LE0545
 LE0545;                    North         East     Units Scale Factor Converg.
 LE0545;SPC MO C     -   485,461.945   446,546.475   MT  0.99996849   -0 24 19.2
 LE0545;UTM  15      - 4,450,581.884   489,116.062   MT  0.99960146   -0 04 57.2
 LE0545
 LE0545                          SUPERSEDED SURVEY CONTROL
 LE0545
 LE0545  NAD 83(1997)-  40 12 20.05732(N)    093 07 40.40963(W) AD(       ) 4
 LE0545  NAD 83(1986)-  40 12 20.05760(N)    093 07 40.41377(W) AD(       ) 4
 LE0545  NAD 27      -  40 12 19.98900(N)    093 07 39.66200(W) AD(       ) 3
 LE0545
 LE0545.Superseded values are not recommended for survey control.
 LE0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0545.See file dsdata.txt to determine how the superseded data were derived.
 LE0545
 LE0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE8911650582(NAD 83)
 LE0545_MARKER: 90 = CHURCH SPIRE
 LE0545
 LE0545  HISTORY     - Date     Condition        Report By
 LE0545  HISTORY     - 1928     FIRST OBSERVED   CGS
 LE0545  HISTORY     - 1934     GOOD             CGS
 LE0545  HISTORY     - 1935     GOOD             CGS
 LE0545
 LE0545                          STATION DESCRIPTION
 LE0545
 LE0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LE0545'THIS INTERSECTION STATION IS THE CENTER OF THE SPIRE ON TOP OF
 LE0545'THE BELL TOWER.  THE SPIRE ITSELF IS LIKE THE MOSLEM ARCHITECTURE,
 LE0545'AND IS ROUND, COVERED WITH SLATE, WITH A CROSS AT THE TOP.  THE
 LE0545'BELFRY IS A 2-STORY STRUCTURE, THE TOPMOST HAVING A LOW BALUSTRADE
 LE0545'AROUND IT, AND IS CONSTRUCTED OF BRICK.  IT IS ON THE CORNER OF
 LE0545'MILL STREET AND ST. MARYS AVENUE, IN THE NW PART OF THE CITY.
 LE0545'THE SPIRE IS ABOUT 75 FEET HIGH AND IS VERY PROMINENT.  IT WAS
 LE0545'ERECTED IN 1922.
 LE0545'
 LE0545'THIS IS THE STATION CALLED MILAN, CATHOLIC CHURCH SPIRE IN 1928.
 LE0545
 LE0545                          STATION RECOVERY (1935)
 LE0545
 LE0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ)
 LE0545'ST. MARYS CATHOLIC CHURCH LOCATED 3 BLOCKS N AND 2 BLOCKS W OF NW
 LE0545'CORNER OF CITY SQUARE, AT MILLS STREET AND ST. MARYS AVENUE, IN
 LE0545'LOT 20, BLOCK 1, PRESTONS ADDITION.  THE SPIRE IS ABOUT 50 FEET N
 LE0545'OF MILLS STREET AND 50 FEET E OF ST. MARYS AVENUE.  CHURCH AND
 LE0545'SPIRE ARE IN ORIGINAL POSITION AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1235 ***********************************************************************
 KD1235  DESIGNATION -  MILES
 KD1235  PID         -  KD1235
 KD1235  STATE/COUNTY-  MO/CARROLL
 KD1235  USGS QUAD   -  NORBORNE (1978)
 KD1235
 KD1235                         *CURRENT SURVEY CONTROL
 KD1235  ___________________________________________________________________
 KD1235* NAD 83(1997)-  39 15 49.57245(N)    093 42 53.92866(W)     ADJUSTED  
 KD1235* NAVD 88     -       204.     (meters)     669.     (feet)  VERTCON   
 KD1235  ___________________________________________________________________
 KD1235  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 KD1235  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD1235
 KD1235  HORZ ORDER  -  SECOND
 KD1235
 KD1235.The horizontal coordinates were established by classical geodetic methods
 KD1235.and adjusted by the National Geodetic Survey in February 2000..
 KD1235
 KD1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1235
 KD1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1235
 KD1235.The geoid height was determined by GEOID03.
 KD1235
 KD1235;                    North         East     Units Scale Factor Converg.
 KD1235;SPC MO C     -   381,415.726   395,147.939   MT  1.00006865   -0 46 08.5
 KD1235;UTM  15      - 4,346,291.678   438,318.816   MT  0.99964684   -0 27 09.1
 KD1235
 KD1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1235!SPC MO C     -   0.99997311  x   1.00006865  =   1.00004176
 KD1235!UTM  15      -   0.99997311  x   0.99964684  =   0.99961996
 KD1235
 KD1235:                Primary Azimuth Mark                     Grid Az
 KD1235:SPC MO C     -  LEXINGTON WATER TANK                     240 52 29.6
 KD1235:UTM  15      -  LEXINGTON WATER TANK                     240 33 30.2
 KD1235
 KD1235|---------------------------------------------------------------------|
 KD1235| PID    Reference Object                     Distance      Geod. Az  |
 KD1235|                                                           dddmmss.s |
 KD1235| KD1271 LEXINGTON WATER TANK                APPROX.16.3 KM 2400621.1 |
 KD1235| CL8515 HARDIN WATER TANK FINIAL                           2730629.1 |
 KD1235|---------------------------------------------------------------------|
 KD1235
 KD1235                          SUPERSEDED SURVEY CONTROL
 KD1235
 KD1235  NAD 83(1997)-  39 15 49.57394(N)    093 42 53.93121(W) AD(       ) 2
 KD1235  NAD 83(1986)-  39 15 49.57830(N)    093 42 53.92886(W) AD(       ) 2
 KD1235  NAD 27      -  39 15 49.51895(N)    093 42 53.14350(W) AD(       ) 2
 KD1235  NGVD 29 (07/19/86)  204.     (m)          669.     (f) VERT ANG       
 KD1235
 KD1235.Superseded values are not recommended for survey control.
 KD1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1235.See file dsdata.txt to determine how the superseded data were derived.
 KD1235
 KD1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD3831946292(NAD 83)
 KD1235_MARKER: DD = SURVEY DISK
 KD1235_SETTING: 0 = UNSPECIFIED SETTING
 KD1235
 KD1235  HISTORY     - Date     Condition        Report By
 KD1235  HISTORY     - 1975     MONUMENTED       USE
 KD1235  HISTORY     - 20050810 MARK NOT FOUND   MODNR
 KD1235
 KD1235                          STATION DESCRIPTION
 KD1235
 KD1235'DESCRIBED BY US ENGINEERS 1975
 KD1235'CARROLL CO., MISSOURI, T-51-N, R-25-W, ABOUT 1050 FT E. AND 50 FT
 KD1235'S. OF THE NW. CORNER OF SECTION 4, ON STATE HIGHWAY
 KD1235'PROPERTY.  THE STATION IS LOCATED ON HIGHWAY 10 R/W, S. OF ROAD
 KD1235'ON TOP BANK OF DITCH.  A C OF E DISC STAMPED MILES-1975 AND SET
 KD1235'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KD1235'
 KD1235'TO REACH--FROM THE INTERSECTION OF HIGHWAY 10 AND HIGHWAY D IN
 KD1235'NORBORNE, MO., GO SOUTH AND WEST ON HIGHWAY 10, 4.7 MILES AND
 KD1235'STATION LOCATED ON THE LEFT.
 KD1235'
 KD1235'REFERENCES--1.38 FT E. TO STEEL POST AND SIGN.
 KD1235'
 KD1235'1.68 FT W. TO STEEL POST AND SIGN.
 KD1235'
 KD1235'25.52 FT E. TO SHINER IN POWER POLE.
 KD1235'
 KD1235'34.73 FT N. TO SHINER IN CENTERLINE OF HIGHWAY 10.
 KD1235'
 KD1235'369 FT E. TO CENTERLINE OF STATE ROAD FF.
 KD1235
 KD1235                          STATION RECOVERY (2005)
 KD1235
 KD1235'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR)
 KD1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0789 ***********************************************************************
 HC0789  DESIGNATION -  MILL
 HC0789  PID         -  HC0789
 HC0789  STATE/COUNTY-  MO/CARTER
 HC0789  USGS QUAD   -  STEGALL MOUNTAIN (1997)
 HC0789
 HC0789                         *CURRENT SURVEY CONTROL
 HC0789  ___________________________________________________________________
 HC0789* NAD 83(1997)-  37 00 26.64954(N)    091 07 34.46381(W)     ADJUSTED  
 HC0789* NAVD 88     -       294.73   (+/-2cm)     967.0    (feet)  VERTCON   
 HC0789  ___________________________________________________________________
 HC0789  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 HC0789  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HC0789
 HC0789  HORZ ORDER  -  SECOND
 HC0789  VERT ORDER  -  THIRD ? (See Below)
 HC0789
 HC0789.The horizontal coordinates were established by classical geodetic methods
 HC0789.and adjusted by the National Geodetic Survey in February 2000..
 HC0789
 HC0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0789.The vertical order pertains to the NGVD 29 superseded value.
 HC0789
 HC0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0789
 HC0789.The geoid height was determined by GEOID03.
 HC0789
 HC0789;                    North         East     Units Scale Factor Converg.
 HC0789;SPC MO E     -   130,457.396   194,266.147   MT  0.99997159   -0 22 37.0
 HC0789;UTM  15      - 4,097,334.743   666,711.898   MT  0.99994239   +1 07 41.2
 HC0789
 HC0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0789!SPC MO E     -   0.99995843  x   0.99997159  =   0.99993002
 HC0789!UTM  15      -   0.99995843  x   0.99994239  =   0.99990082
 HC0789
 HC0789|---------------------------------------------------------------------|
 HC0789| PID    Reference Object                     Distance      Geod. Az  |
 HC0789|                                                           dddmmss.s |
 HC0789| CN7457 MILL RM 1                            34.034 METERS 04312     |
 HC0789| GE0798 FREMONT                             APPROX. 9.6 KM 2402512.1 |
 HC0789| CN7458 MILL RM 2                            25.190 METERS 31716     |
 HC0789|---------------------------------------------------------------------|
 HC0789
 HC0789                          SUPERSEDED SURVEY CONTROL
 HC0789
 HC0789  NAD 83(1986)-  37 00 26.66039(N)    091 07 34.46206(W) AD(       ) 2
 HC0789  NAD 27      -  37 00 26.47940(N)    091 07 33.99750(W) AD(       ) 2
 HC0789  NGVD 29 (07/19/86)  294.66   (m)          966.7    (f) LEVELING    3  
 HC0789
 HC0789.Superseded values are not recommended for survey control.
 HC0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0789.See file dsdata.txt to determine how the superseded data were derived.
 HC0789
 HC0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6671297335(NAD 83)
 HC0789_MARKER: DD = SURVEY DISK
 HC0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0789_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0789
 HC0789  HISTORY     - Date     Condition        Report By
 HC0789  HISTORY     - 1962     MONUMENTED       CGS
 HC0789
 HC0789                          STATION DESCRIPTION
 HC0789
 HC0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HC0789'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF VAN BUREN,
 HC0789'4-1/2 MILES NORTHEAST OF FREMONT, IN THE NW 1/4 OF SEC. 13,
 HC0789'T-27-N, R-2-W, AND ON STATE OWNED PROPERTY.  IT IS 43 FEET SOUTH
 HC0789'OF THE CENTERLINE OF A WOODS ROAD, 33 FEET EAST OF A 12 INCH
 HC0789'PINE TREE, 17 FEET NORTHWEST OF AN 8 INCH OAK TREE AND 4 FEET
 HC0789'NORTHWEST OF A WITNESS POST.
 HC0789'THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED MILL
 HC0789'1962.
 HC0789'
 HC0789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 HC0789'AND COUNTY ROAD Y IN FREMONT, GO NORTH ON ROAD Y FOR 2.6 MILES
 HC0789'TO A SIDE ROAD LEFT AND A GATE STRAIGHT AHEAD.  CONTINUE
 HC0789'NORTHERLY PASSING THROUGH THE GATE FOR 1.65 MILES TO A SIDE ROAD
 HC0789'RIGHT.  TURN RIGHT AND GO EAST AND NORTHEAST ON THE GRADED ROAD
 HC0789'FOR 1.3 MILES TO A WOODS ROAD RIGHT AND A LOCKED GATE STRAIGHT
 HC0789'AHEAD.  TURN RIGHT AND GO EASTERLY ON THE WOODS ROAD FOR 0.45
 HC0789'MILE TO THE STATION ON THE RIGHT.
 HC0789'
 HC0789'REFERENCE MARK 1 IS 29 FEET EAST OF AN 8 INCH PINE TREE, 15 FEET
 HC0789'NORTH OF THE CENTERLINE OF THE ROAD, AND 5 FEET WEST OF A 10
 HC0789'INCH OAK TREE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 HC0789'STAMPED MILL NO 1 1962.
 HC0789'
 HC0789'REFERENCE MARK 2 IS 9 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 HC0789'4 FEET EAST OF A 7 INCH PINE TREE AND 4 FEET WEST OF A 6 INCH
 HC0789'PINE TREE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 HC0789'STAMPED MILL NO 2 1962.
 HC0789'
 HC0789'NOTE- NO AVAILABLE PLACE FOR AN AZIMUTH MARK OR REFERENCE MARK
 HC0789'3 AT THIS TIME.
 HC0789'
 HC0789'NO MEASUREMENT BETWEEN REFERENCE MARKS, TREES ON LINE.
 HC0789'
 HC0789'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1181 ***********************************************************************
 HD1181  DESIGNATION -  MILL
 HD1181  PID         -  HD1181
 HD1181  STATE/COUNTY-  MO/CAMDEN
 HD1181  USGS QUAD   -  MONTREAL (1976)
 HD1181
 HD1181                         *CURRENT SURVEY CONTROL
 HD1181  ___________________________________________________________________
 HD1181* NAD 83(1997)-  37 54 02.41142(N)    092 31 30.85770(W)     ADJUSTED  
 HD1181* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 HD1181  ___________________________________________________________________
 HD1181  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 HD1181  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HD1181
 HD1181  HORZ ORDER  -  SECOND
 HD1181
 HD1181.The horizontal coordinates were established by classical geodetic methods
 HD1181.and adjusted by the National Geodetic Survey in February 2000..
 HD1181
 HD1181.The orthometric height was scaled from a topographic map.
 HD1181
 HD1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1181
 HD1181.The geoid height was determined by GEOID03.
 HD1181
 HD1181;                    North         East     Units Scale Factor Converg.
 HD1181;SPC MO C     -   229,408.059   497,780.424   MT  0.99993339   -0 00 55.8
 HD1181;UTM  15      - 4,194,900.456   541,739.091   MT  0.99962146   +0 17 29.9
 HD1181
 HD1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1181!SPC MO C     -   0.99995700  x   0.99993339  =   0.99989039
 HD1181!UTM  15      -   0.99995700  x   0.99962146  =   0.99957848
 HD1181
 HD1181|---------------------------------------------------------------------|
 HD1181| PID    Reference Object                     Distance      Geod. Az  |
 HD1181|                                                           dddmmss.s |
 HD1181| CN7456 MILL RM 3                            21.585 METERS 09350     |
 HD1181| CN7454 MILL RM 1                            21.634 METERS 09356     |
 HD1181| CN7455 MILL RM 2                            25.487 METERS 16557     |
 HD1181| CN7453 MILL AZ MK                                         2154651.8 |
 HD1181|---------------------------------------------------------------------|
 HD1181
 HD1181                          SUPERSEDED SURVEY CONTROL
 HD1181
 HD1181  NAD 83(1986)-  37 54 02.42350(N)    092 31 30.85734(W) AD(       ) 2
 HD1181  NAD 27      -  37 54 02.28800(N)    092 31 30.22500(W) AD(       ) 2
 HD1181
 HD1181.Superseded values are not recommended for survey control.
 HD1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1181.See file dsdata.txt to determine how the superseded data were derived.
 HD1181
 HD1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB4173994900(NAD 83)
 HD1181_MARKER: DS = TRIANGULATION STATION DISK
 HD1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1181
 HD1181  HISTORY     - Date     Condition        Report By
 HD1181  HISTORY     - 1947     MONUMENTED       CGS
 HD1181  HISTORY     - 1969     GOOD             CGS
 HD1181  HISTORY     - 1981     GOOD             MOHC
 HD1181
 HD1181                          STATION DESCRIPTION
 HD1181
 HD1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1181'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHWEST OF RICHLAND,
 HD1181'ABOUT 8 MILES NORTH OF STOUTLAND, ABOUT 6 MILES SOUTHEAST
 HD1181'OF MONTREAL, 0.05 MILE EAST OF A T ROAD INTERSECTION, 55
 HD1181'FEET NORTH OF THE CENTERLINE OF A GRAVELLED ROAD, 27 FEET
 HD1181'NORTHWEST OF A TELEPHONE POLE, 19 FEET NORTH-NORTHEAST OF A
 HD1181'TRIANGLE BLAZED 12 INCH OAK TREE, AND 4 FEET NORTH-NORTHEAST
 HD1181'OF A WITNESS POST.  THE DISK IS STAMPED MILL 1947 AND PROJECTS
 HD1181'6 INCHES.
 HD1181'
 HD1181'REFERENCE MARK NO. 1 IS 70.98 FEET EAST OF THE STATION, AND
 HD1181'33 FEET NORTH OF THE CENTERLINE OF THE GRAVELLED ROAD.  THE
 HD1181'DISK IS STAMPED MILL NO 1 1947 AND PROJECTS 6 INCHES.
 HD1181'
 HD1181'REFERENCE MARK NO. 2 IS 83.77 FEET SOUTH-SOUTHEAST OF THE
 HD1181'STATION, AND 30 FEET SOUTH OF THE CENTERLINE OF THE GRAVELLED ROAD.
 HD1181'THE DISK IS STAMPED MILL NO 2 1947 AND PROJECTS 4 INCHES.
 HD1181'
 HD1181'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE SOUTHWEST OF THE
 HD1181'STATION, 24 FEET WEST OF THE CENTERLINE OF A GRAVELLED ROAD,
 HD1181'AND 3 FEET NORTHEAST OF A WITNESS POST.  THE DISK IS STAMPED
 HD1181'MILL 1947 AND PROJECTS 6 INCHES.
 HD1181'
 HD1181'TO REACH THE STATION FROM THE PULASKI COUNTY BANK IN RICHLAND,
 HD1181'GO WESTERLY ON THE NORTH SIDE OF THE RAILROAD TRACKS, FOR
 HD1181'0.75 MILE TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE
 HD1181'MAIN TRAVELLED ROAD FOR 7.5 MILES TO THE TOP OF A SMALL HILL
 HD1181'AND THE STATION ON THE RIGHT AS DESCRIBED.
 HD1181'
 HD1181'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON THE
 HD1181'GRAVELLED ROAD FOR 0.05 MILE TO A T ROAD.  TURN LEFT AND GO 0.1
 HD1181'MILE TO A STORE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT
 HD1181'AS DESCRIBED.
 HD1181'
 HD1181'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HD1181
 HD1181                          STATION RECOVERY (1969)
 HD1181
 HD1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HD1181'STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 HD1181'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 HD1181'NO. 1 WAS FOUND DISPLACED.  THE DIRECTION TO REFERENCE MARK
 HD1181'NO. 2 WAS VERIFIED BUT THE DISTANCE FAILED TO CHECK BY -0.15
 HD1181'FEET.
 HD1181'
 HD1181'REFERENCE MARK NO. 3 WAS SET.
 HD1181'
 HD1181'FOLLOWING IS A NEW DESCRIPTION.
 HD1181'
 HD1181'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 HD1181'7 AND STATE ROAD E IN MONTREAL, GO SOUTHEAST ON STATE HIGHWAY
 HD1181'7 FOR 7.2 MILES TO THE JUNCTION OF STATE ROAD T.  TURN LEFT
 HD1181'AND GO EAST ON STATE HIGHWAY 7 FOR 0.1 MILE TO THE STATION
 HD1181'ON THE LEFT.
 HD1181'
 HD1181'STATION MARK, A STANDARD DISK STAMPED MILL 1947, IS SET
 HD1181'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HD1181'IT IS 55.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 7, 46
 HD1181'FEET NORTHWEST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A
 HD1181'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 HD1181'
 HD1181'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MILL NO. 2
 HD1181'1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 HD1181'3 INCHES.  IT IS 28 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 HD1181'7 AND 5 FEET NORTH OF A FENCE.
 HD1181'
 HD1181'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MILL 1947
 HD1181'NO. 3 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HD1181'PROJECTS 6 INCHES.  IT IS 35 FEET NORTH OF THE CENTER OF
 HD1181'STATE HIGHWAY 7, AND 27.5 FEET EAST OF THE TELEPHONE POLE.
 HD1181'
 HD1181'AZIMUTH MARK, A STANDARD DISK STAMPED MILL 1947, IS SET IN
 HD1181'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HD1181'IT IS 86 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 HD1181'BLOCK HOUSE, 34 FEET SOUTH-SOUTHEAST OF A TREE AT THE SOUTHEAST
 HD1181'CORNER OF A LOADING PEN, 7 FEET EAST OF A FENCE, AND 1 FOOT
 HD1181'NORTH OF A METAL WITNESS POST.
 HD1181'
 HD1181'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 HD1181'7 AND STATE ROAD T WEST OF THE STATION, GO SOUTH ON STATE
 HD1181'ROAD T FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HD1181'
 HD1181'DISTANCE BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK
 HD1181'NO. 3 IS 91.50 FEET, 27.889 METERS.
 HD1181'
 HD1181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6.0
 HD1181'MILES SE OF MONTREAL.
 HD1181
 HD1181                          STATION RECOVERY (1981)
 HD1181
 HD1181'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1981
 HD1181'MILL RECOVERED GOOD.
 HD1181'
 HD1181'AZIMUTH MARK RECOVERED GOOD AND VISIBLE FROM TRI-STA MILL.
 HD1181'
 HD1181'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9-1/2 MILES N.W.
 HD1181'OF RICHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1356 ***********************************************************************
 LF1356  DESIGNATION -  MILL
 LF1356  PID         -  LF1356
 LF1356  STATE/COUNTY-  MO/ATCHISON
 LF1356  USGS QUAD   -  FAIRFAX (1981)
 LF1356
 LF1356                         *CURRENT SURVEY CONTROL
 LF1356  ___________________________________________________________________
 LF1356* NAD 83(1997)-  40 17 55.61570(N)    095 28 05.17562(W)     ADJUSTED  
 LF1356* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 LF1356  ___________________________________________________________________
 LF1356  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 LF1356  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LF1356
 LF1356  HORZ ORDER  -  SECOND
 LF1356
 LF1356.The horizontal coordinates were established by classical geodetic methods
 LF1356.and adjusted by the National Geodetic Survey in February 2000..
 LF1356
 LF1356.The orthometric height was scaled from a topographic map.
 LF1356
 LF1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1356
 LF1356.The geoid height was determined by GEOID03.
 LF1356
 LF1356;                    North         East     Units Scale Factor Converg.
 LF1356;SPC MO W     -   459,091.725   767,695.470   MT  1.00002453   -0 37 34.2
 LF1356;SPC NE       -    61,774.860   885,080.778   MT  0.99987828   +3 00 11.8
 LF1356;UTM  15      - 4,463,843.082   290,233.720   MT  1.00014168   -1 35 48.8
 LF1356
 LF1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1356!SPC MO W     -   0.99994957  x   1.00002453  =   0.99997410
 LF1356!SPC NE       -   0.99994957  x   0.99987828  =   0.99982785
 LF1356!UTM  15      -   0.99994957  x   1.00014168  =   1.00009124
 LF1356
 LF1356:                Primary Azimuth Mark                     Grid Az
 LF1356:SPC MO W     -  MILL AZ MK                               076 23 39.0
 LF1356:SPC NE       -  MILL AZ MK                               072 45 53.0
 LF1356:UTM  15      -  MILL AZ MK                               077 21 53.6
 LF1356
 LF1356|---------------------------------------------------------------------|
 LF1356| PID    Reference Object                     Distance      Geod. Az  |
 LF1356|                                                           dddmmss.s |
 LF1356| CL7901 MILL AZ MK                                         0754604.8 |
 LF1356| CL7902 MILL RM 1                           107.125 METERS 09652     |
 LF1356| CL7903 MILL RM 2                            82.025 METERS 18001     |
 LF1356|---------------------------------------------------------------------|
 LF1356
 LF1356                          SUPERSEDED SURVEY CONTROL
 LF1356
 LF1356  NAD 83(1997)-  40 17 55.61570(N)    095 28 05.17562(W) AD(       ) 2
 LF1356  NAD 83(1997)-  40 17 55.61571(N)    095 28 05.17563(W) AD(       ) 2
 LF1356  NAD 83(1997)-  40 17 55.61573(N)    095 28 05.17567(W) AD(       ) 2
 LF1356  NAD 83(1986)-  40 17 55.62135(N)    095 28 05.17109(W) AD(       ) 2
 LF1356  NAD 27      -  40 17 55.62800(N)    095 28 04.24300(W) AD(       ) 2
 LF1356
 LF1356.Superseded values are not recommended for survey control.
 LF1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1356.See file dsdata.txt to determine how the superseded data were derived.
 LF1356
 LF1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9023463843(NAD 83)
 LF1356_MARKER: DS = TRIANGULATION STATION DISK
 LF1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1356
 LF1356  HISTORY     - Date     Condition        Report By
 LF1356  HISTORY     - 1947     MONUMENTED       CGS
 LF1356  HISTORY     - 1948     GOOD             CGS
 LF1356  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LF1356  HISTORY     - 1964     GOOD             MOHC
 LF1356  HISTORY     - 19990630 GOOD             MOHC
 LF1356
 LF1356                          STATION DESCRIPTION
 LF1356
 LF1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1356'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF FAIRFAX, ABOUT
 LF1356'3-1/2 MILES NORTHWEST OF CORNING, ON THE HIGHEST POINT OF A
 LF1356'CULTVATED FIELD, ABOUT 120 YARDS NORTHEAST OF A LARGE BARN, ON
 LF1356'LAND OWNED BY MR. CARL MARTI.
 LF1356'
 LF1356'THIS STATION IS DIRECTLY OVER AN UNDERGROUND MARK BELIEVED TO BE
 LF1356'NISHNA MRC.  IT IS A LARGE SANDSTONE SLAB WITH A SMALL DRILL
 LF1356'HOLE IN THE CENTER AND INSCRIBED WITH A TRIANGLE AND THE LETTERS
 LF1356'US.
 LF1356'
 LF1356'THE SURFACE MARK IS A STANDARD USC AND GS STATION MARK DISK, SET
 LF1356'IN CONCRETE AND STAMPED MILL 1947.  IT IS SET 18 INCHES BELOW
 LF1356'THE SURFACE OF THE GROUND.
 LF1356'
 LF1356'REFERENCE MARK NO 1 IS * FEET EAST-SOUTHEAST OF THE STATION, 75
 LF1356'FEET NORTHEAST OF THE SOUTH GATE POST, 47 FEET EAST OF THE FENCE,
 LF1356'AND 13 FEET EAST OF THE CENTERLINE OF THE DIRT, TRACK ROAD.
 LF1356'THE DISK IS STAMPED MILL NO 1 1947 AND PROJECTS 3 INCHES.
 LF1356'
 LF1356'REFERENCE MARK NO. 2 IS 269.18 FEET (SLOPE DISTANCE) SOUTH OF
 LF1356'THE STATION, 45 YARDS EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 LF1356'THE BARN, 16 FEET WEST OF A FENCE, AND 7 FEET SOUTHEAST OF THE
 LF1356'CENTERLINE OF THE TRACK ROAD.  THE DISK IS STAMPED MILL NO 2 1947
 LF1356'AND PROJECTS 6 INCHES.
 LF1356'
 LF1356'TO REACH THE STATION FROM THE DEPOT IN FAIRFAX, GO WEST ON A
 LF1356'GRAVELED ROAD FOR 0.6 MILE TO A T ROAD. TURN LEFT AND GO 0.75
 LF1356'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW THE MAIN DIRT
 LF1356'ROAD FOR 4.8 MILES TO A DIM SIDE ROAD LEFT.  TURN LEFT, CROSS AN
 LF1356'OLD BRIDGE, AND GO 0.75 MILE TO A WOODEN GATE AT THE HOME OF
 LF1356'MR.  CARTWRIGHT, PASS THROUGH THE GATE AND CONTINUE FOR 0.05
 LF1356'MILE TO THE WEST END OF THE BARN.  TURN SHARP RIGHT AND GO 0.1
 LF1356'MILE TO ANOTHER GATE.  PASS THROUGH THE GATE, TURN SHARP LEFT
 LF1356'AND FOLLOW THE TRACK ROAD FOR 0.45 MILE TO THE TOP OF THE RIDGE
 LF1356'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  HERE TURN
 LF1356'RIGHT AND FOLLOW THE TRACK ROAD FOR 0.15 MILE TO ANOTHER GATE AND
 LF1356'R.M. NO. 1 ON THE LEFT AS DESCRIBED, PASS THROUGH THE GATE AND
 LF1356'CONTINUE FOR 0.05 MILE, THENCE TURN RIGHT ACROSS THE FIELD
 LF1356'FOR 0.05 MILE TO THE TOP OF THE HILL AND THE STATION AS
 LF1356'DESCRIBED.
 LF1356'
 LF1356'OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 LF1356'
 LF1356'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LF1356
 LF1356                          STATION RECOVERY (1948)
 LF1356
 LF1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 LF1356'OBSERVATIONS TAKEN FROM A 4-FOOT STAND.
 LF1356'
 LF1356'A 10-FOOT SIGNAL IS NEEDED AT THE AZIMUTH MARK TO BE VISIBLE AT
 LF1356'THE STATION.
 LF1356
 LF1356                          STATION RECOVERY (1961)
 LF1356
 LF1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LF1356'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LF1356'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS NOT RECOVERED.
 LF1356'THE STATION MARK WAS RECOVERED ABOUT 18 INCHES BELOW THE SURFACE.
 LF1356'REFERENCE MARK NO. 1 IS 351.46 FEET EAST-SOUTHEAST OF THE
 LF1356'STATION AND 50 FEET EAST OF A NEW NORTH GATE POST AND A
 LF1356'SOUTHEAST FENCE CORNER, AND 1 FOOT WEST OF A STEEL WITNESS POST.
 LF1356'REFERENCE MARK NO 2 IS 269.15 FEET SOUTH OF THE STATION AND 45
 LF1356'YARDS EAST-NORTHEAST OF THE NORTHEAST CORNER OF A LARGE BARN.
 LF1356'THERE IS A BETTER WAY TO REACH THE STATION WHICH FOLLOWS.
 LF1356'
 LF1356'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 111 AND
 LF1356'COUNTY ROAD W IN CORNING, GO NORTH ON COUNTY ROAD W FOR 4.2 MILES
 LF1356'TO A T-ROAD LEFT.  (THIS DIRT T-ROAD WEST IS 1.75 MILES SOUTH OF
 LF1356'THE JUNCTION OF COUNTY ROADS W AND Z.) TURN LEFT AND GO WEST ON
 LF1356'DIRT ROAD FOR 1.2 MILES TO A GATE ON THE LEFT ABOUT 100 YARDS
 LF1356'PAST A LARGE WHITE BARN.  TURN LEFT THROUGH GATE AND GO SOUTH
 LF1356'FOR 0.05 MILE TO THE WEST END OF BARN.  TURN SHARP RIGHT AND
 LF1356'GO WEST 0.1 MILE TO GATE IN FENCE.  TURN LEFT THROUGH GATE AND
 LF1356'FOLLOW TRACK ROAD FOR 0.45 MILE TO THE TOP OF RIDGE AND THE
 LF1356'AZIMUTH MARK ON THE LEFT. HERE TURN RIGHT AND GO WEST FOR
 LF1356'0.15 MILE TO GATE AT SOUTHEAST FENCE CORNER AND REFERENCE
 LF1356'MARK NO. 1 ABOUT 50 FEET EAST AS DESCRIBED.  PASS THROUGH GATE
 LF1356'AND GO WEST FOR 100 YARDS TO THE TOP OF HILL AND THE STATION.
 LF1356'(DRIVING FROM THE WHITE BARN TO THE STATION IS HAZARDOUS
 LF1356'ESPECIALLY DURING RAINY WEATHER.)
 LF1356
 LF1356                          STATION RECOVERY (1964)
 LF1356
 LF1356'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1964 (PEC)
 LF1356'STATION, RM 1 AND AZIMUTH MARK, WERE RECOVERED IN GOOD CONDITION.
 LF1356'RM 2 HAS BEEN DESTROYED.
 LF1356
 LF1356                          STATION RECOVERY (1999)
 LF1356
 LF1356'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 LF1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9090 ***********************************************************************
 AI9090  DESIGNATION -  MILL RESET
 AI9090  PID         -  AI9090
 AI9090  STATE/COUNTY-  MO/OREGON
 AI9090  USGS QUAD   -  MYRTLE (1984)
 AI9090
 AI9090                         *CURRENT SURVEY CONTROL
 AI9090  ___________________________________________________________________
 AI9090* NAD 83(1997)-  36 32 11.30428(N)    091 19 34.23972(W)     ADJUSTED  
 AI9090* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 AI9090  ___________________________________________________________________
 AI9090  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 AI9090  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 AI9090
 AI9090  HORZ ORDER  -  THIRD
 AI9090
 AI9090.The horizontal coordinates were established by classical geodetic methods
 AI9090.and adjusted by the National Geodetic Survey in February 2000..
 AI9090
 AI9090.The orthometric height was scaled from a topographic map.
 AI9090
 AI9090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9090
 AI9090.The geoid height was determined by GEOID03.
 AI9090
 AI9090;                    North         East     Units Scale Factor Converg.
 AI9090;SPC MO E     -    78,334.483   176,020.739   MT  1.00000074   -0 29 30.7
 AI9090;SPC AR N     -   244,641.931   460,344.150   MT  1.00007400   +0 23 31.5
 AI9090;SPC AR N     -   802,629.40  1,510,312.43   sFT  1.00007400   +0 23 31.5
 AI9090;UTM  15      - 4,044,757.047   649,835.527   MT  0.99987660   +0 59 48.0
 AI9090
 AI9090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9090!SPC MO E     -   0.99996258  x   1.00000074  =   0.99996332
 AI9090!SPC AR N     -   0.99996258  x   1.00007400  =   1.00003657
 AI9090!UTM  15      -   0.99996258  x   0.99987660  =   0.99983918
 AI9090
 AI9090:                Primary Azimuth Mark                     Grid Az
 AI9090:SPC MO E     -  MILL AZ MK                               057 27 29.5
 AI9090:SPC AR N     -  MILL AZ MK                               056 34 27.3
 AI9090:UTM  15      -  MILL AZ MK                               055 58 10.8
 AI9090
 AI9090|---------------------------------------------------------------------|
 AI9090| PID    Reference Object                     Distance      Geod. Az  |
 AI9090|                                                           dddmmss.s |
 AI9090| CI2522 MILL AZ MK                                         0565758.8 |
 AI9090| GE0815 JENKINS                             APPROX. 3.5 KM 0733230.0 |
 AI9090| AI9060 MILL RM 1                             8.096 METERS 22333     |
 AI9090| AI9061 MILL RM 2                             8.087 METERS 31603     |
 AI9090|---------------------------------------------------------------------|
 AI9090
 AI9090                          SUPERSEDED SURVEY CONTROL
 AI9090
 AI9090  NAD 83(1997)-  36 32 11.30576(N)    091 19 34.23978(W) AD(       ) 3
 AI9090  NAD 83(1986)-  36 32 11.31193(N)    091 19 34.23855(W) AD(       ) 3
 AI9090
 AI9090.Superseded values are not recommended for survey control.
 AI9090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9090.See file dsdata.txt to determine how the superseded data were derived.
 AI9090
 AI9090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4983644757(NAD 83)
 AI9090_MARKER: DS = TRIANGULATION STATION DISK
 AI9090_SETTING: 0 = UNSPECIFIED SETTING
 AI9090_STAMPING: MILL 1955 1981
 AI9090_MARK LOGO: NGS   
 AI9090_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI9090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9090+STABILITY: SURFACE MOTION
 AI9090
 AI9090  HISTORY     - Date     Condition        Report By
 AI9090  HISTORY     - 1981     MONUMENTED       NGS
 AI9090  HISTORY     - 1984     GOOD             MOHC
 AI9090
 AI9090                          STATION DESCRIPTION
 AI9090
 AI9090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (JAO)
 AI9090'THE STATION MARK, A DISK WELDED TO A PIPE SET IN CONCRETE, WAS FOUND
 AI9090'BROKEN OFF.  REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION. THE
 AI9090'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND IS PRESUMED TO BE
 AI9090'DESTROYED.  THERE WAS NO SUITABLE SITE FOR A NEW AZIMUTH MARK DUE TO
 AI9090'HIGHER GROUND TO THE SOUTHWEST AND TREES IN THE OTHER DIRECTIONS. THE
 AI9090'CENTER OF THE PIPE WAS HELD, THEN THE OLD PIPE AND CONCRETE WAS
 AI9090'REMOVED.  AN UNDERGROUND MARK AND A NEW SURFACE MARK WERE THEN SET.
 AI9090'THE ANGLE BETWEEN THE REFERENCE MARKS AND THE DISTANCES TO THE MARKS
 AI9090'AGREED FAVORABLY WITH 1955 DATA.  THE ORIGINAL ROUTING TO THE STATION
 AI9090'IS ADEQUATE.
 AI9090'
 AI9090'THE STATION IS A STANDARD NGS DISK STAMPED--MILL 1955 1981--,
 AI9090'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES OR 33 CM
 AI9090'IN DIAMETER RECESSED 4 CM BELOW THE GROUND LOCATED 31.0 FT (9.4 M) NW
 AI9090'FROM THE CENTERLINE OF STATE HIGHWAY 142 AND 2.3 FT (0.7 M) SW FROM A
 AI9090'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 AI9090'MILL 1955 1981, SET INTO AN IRREGULAR MASS OF CONCRETE 3 FT (0.9 M)
 AI9090'BELOW THE SURFACE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED
 AI9090'MILL NO 1 1955, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 AI9090'INCHES OR 30 CM IN DIAMETER PROJECTING 2 CM ABOVE THE GROUND LOCATED
 AI9090'29.0 FT (8.8 M) SW FROM THE WITNESS POST, 27.0 FT (8.2 M) NW FROM THE
 AI9090'CENTERLINE OF THE HIGHWAY, AND 2 FT (0.6 M) HIGHER THAN THE STATION.
 AI9090'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED MILL NO 2 1955, SET
 AI9090'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 AI9090'DIAMETER PROJECTING 3 CM ABOVE THE GROUND LOCATED 60 FT (18.3 M) NW
 AI9090'FROM THE CENTERLINE OF THE HIGHWAY, 26.5 FT (8.1 M) NW FROM THE
 AI9090'WITNESS POST, AND 1.5 FT (0.5 M) LOWER THAN THE STATION.  THE DISTANCE
 AI9090'BETWEEN THE REFERENCE MARKS COULD NOT BE MEASURED BECAUSE OF TREES ON
 AI9090'LINE.
 AI9090
 AI9090                          STATION RECOVERY (1984)
 AI9090
 AI9090'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1984 (NP)
 AI9090'STATION MARK MILL RECOVERED GOOD.
 AI9090'
 AI9090'AZ MK FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0486 ***********************************************************************
 LE0486  PACS        -  This is a Primary Airport Control Station.
 LE0486  DESIGNATION -  MILLARD
 LE0486  PID         -  LE0486
 LE0486  STATE/COUNTY-  MO/ADAIR
 LE0486  USGS QUAD   -  MILLARD (1979)
 LE0486
 LE0486                         *CURRENT SURVEY CONTROL
 LE0486  ___________________________________________________________________
 LE0486* NAD 83(1997)-  40 06 08.99190(N)    092 32 34.12073(W)     ADJUSTED  
 LE0486* NAVD 88     -       294.05   (meters)     964.7    (feet)  GPS OBS   
 LE0486  ___________________________________________________________________
 LE0486  X           -    -216,753.174 (meters)                     COMP
 LE0486  Y           -  -4,880,774.010 (meters)                     COMP
 LE0486  Z           -   4,086,865.979 (meters)                     COMP
 LE0486  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 LE0486  ELLIP HEIGHT-         261.86  (meters)          (04/24/00) GPS OBS
 LE0486  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LE0486
 LE0486  HORZ ORDER  -  B
 LE0486  ELLP ORDER  -  SECOND    CLASS I
 LE0486
 LE0486.This mark is at Kirksville Regional Airport (IRK)
 LE0486
 LE0486.The horizontal coordinates were established by GPS observations
 LE0486.and adjusted by the National Geodetic Survey in April 2000..
 LE0486
 LE0486.The orthometric height was determined by GPS observations and a
 LE0486.high-resolution geoid model.
 LE0486
 LE0486.GPS derived orthometric heights for airport stations designated as
 LE0486.PACS or SACS are published to 2 decimal places.  This maintains
 LE0486.centimeter relative accuracy between the PACS and SACS.  It does
 LE0486.not indicate centimeter accuracy relative to other marks which are
 LE0486.part of the NAVD 88 network.
 LE0486
 LE0486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LE0486
 LE0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0486
 LE0486.The ellipsoidal height was determined by GPS observations
 LE0486.and is referenced to NAD 83.
 LE0486
 LE0486.The geoid height was determined by GEOID03.
 LE0486
 LE0486;                    North         East     Units Scale Factor Converg.
 LE0486;SPC MO C     -   473,829.458   496,349.892   MT  0.99993350   -0 01 39.3
 LE0486;UTM  15      - 4,439,233.714   538,967.148   MT  0.99961869   +0 17 40.2
 LE0486
 LE0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0486!SPC MO C     -   0.99995892  x   0.99993350  =   0.99989242
 LE0486!UTM  15      -   0.99995892  x   0.99961869  =   0.99957763
 LE0486
 LE0486|---------------------------------------------------------------------|
 LE0486| PID    Reference Object                     Distance      Geod. Az  |
 LE0486|                                                           dddmmss.s |
 LE0486| CL9898 MILLARD RM 3                         18.236 METERS 02448     |
 LE0486| CL9895 MILLARD AZ MK                                      1290845.7 |
 LE0486| LE0466 LA PLATA STANOLIND PLINE CO TK      APPROX. 8.7 KM 1505258.5 |
 LE0486| LE0467 LA PLATA MUNICIPAL TANK             APPROX. 9.8 KM 1522126.1 |
 LE0486| LE0487 KIRKSVILLE RADIO RANGE NE MAST      APPROX. 2.4 KM 1631533.9 |
 LE0486| LE0488 KIRKSVILLE RADIO RANGE SE MAST      APPROX. 2.4 KM 1634057.6 |
 LE0486| LE0489 KIRKSVILLE RADIO RANGE NW MAST      APPROX. 2.4 KM 1650252.5 |
 LE0486| LE0490 KIRKSVILLE RADIO RANGE SW MAST      APPROX. 2.4 KM 1652455.8 |
 LE0486| LE0491 MILLARD RM 5 AZIMUTH                APPROX. 0.7 KM 1712410.3 |
 LE0486| CL9896 MILLARD RM 1                         38.835 METERS 18610     |
 LE0486| AI8335 IRK CL END RWY 27U                  APPROX. 0.6 KM 2004215.1 |
 LE0486| AI8334 IRK CL END RWY 18                   228.975 METERS 21109     |
 LE0486| CL9899 MILLARD RM 4                         48.430 METERS 29007     |
 LE0486| CL9897 MILLARD RM 2                         31.483 METERS 31028     |
 LE0486|---------------------------------------------------------------------|
 LE0486
 LE0486                          SUPERSEDED SURVEY CONTROL
 LE0486
 LE0486  NAD 83(1997)-  40 06 08.98836(N)    092 32 34.11546(W) AD(       ) 2
 LE0486  NAD 83(1997)-  40 06 08.98941(N)    092 32 34.12099(W) AD(       ) 2
 LE0486  NAD 83(1986)-  40 06 08.99214(N)    092 32 34.12575(W) AD(       ) 2
 LE0486  NAD 27      -  40 06 08.86920(N)    092 32 33.43430(W) AD(       ) 2
 LE0486
 LE0486.Superseded values are not recommended for survey control.
 LE0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0486.See file dsdata.txt to determine how the superseded data were derived.
 LE0486
 LE0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE3896739234(NAD 83)
 LE0486_MARKER: DS = TRIANGULATION STATION DISK
 LE0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LE0486_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LE0486_STAMPING: MILLARD 1949
 LE0486_MARK LOGO: CGS   
 LE0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 LE0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LE0486+STABILITY: SURFACE MOTION
 LE0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LE0486+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2000
 LE0486
 LE0486  HISTORY     - Date     Condition        Report By
 LE0486  HISTORY     - 1949     MONUMENTED       CGS
 LE0486  HISTORY     - 1957     GOOD             CGS
 LE0486  HISTORY     - 1967     GOOD             CGS
 LE0486  HISTORY     - 1974     GOOD             NGS
 LE0486  HISTORY     - 19990804 GOOD             NGS
 LE0486  HISTORY     - 20000906 GOOD             NGS
 LE0486
 LE0486                          STATION DESCRIPTION
 LE0486
 LE0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 LE0486'THE STATION IS LOCATED ABOUT 6.25 MILES NORTH-NORTHWEST OF
 LE0486'LA PLATA, 0.5 MILE SOUTH-SOUTHEAST OF MILLARD AND AT THE NORTHEAST
 LE0486'CORNER OF THE KIRKSVILLE MUNICIPAL AIRPORT.  IT IS 50.6 FEET
 LE0486'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 38 FEET SOUTH OF
 LE0486'THE NORTH FENCE OF THE YARD, 27 FEET WEST OF THE EAST FENCE OF
 LE0486'YARD AND 22.6 FEET EAST-SOUTHEAST OF THE SOUTHEAST LEG OF THE
 LE0486'BEACON.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LE0486'THE DISK IS STAMPED MILLARD 1949.
 LE0486'
 LE0486'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 54 FEET
 LE0486'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 1 FOOT
 LE0486'NORTH OF THE SOUTH YARD FENCE.  THE MARK IS FLUSH WITH THE SURFACE
 LE0486'OF THE GROUND AND THE DISK IS STAMPED MILLARD NO 1 1949.
 LE0486'
 LE0486'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 1 FOOT EAST OF
 LE0486'THE FENCE ALONG DRIVEWAY, 1 FOOT SOUTHEAST OF A FENCE CORNER AND
 LE0486'1 FOOT NORTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 LE0486'THE DISK IS STAMPED MILLARD NO 2 1949.
 LE0486'
 LE0486'AZIMUTH MARK IS ABOUT 0.6 MILE SOUTHEAST OF THE STATION, 33 FEET
 LE0486'WEST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A POWERLINE
 LE0486'POLE, 2 FEET EAST OF THE FENCE AND 1 FOOT SOUTH OF A WITNESS POST.
 LE0486'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MILLARD 1949.
 LE0486'
 LE0486'TO REACH FROM THE POST OFFICE IN LA PLATA, GO EAST 0.15 MILE, TURN
 LE0486'LEFT ON HIGHWAY 63 6.0 MILES TO A SIDE ROAD LEFT (TURN LEFT ACROSS
 LE0486'RAILROAD TRACK 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT),
 LE0486'CONTINUE ON HIGHWAY 63 0.7 MILE TO A SIGN KIRKSVILLE MUNICIPAL
 LE0486'AIRPORT, TURN LEFT 0.15 MILE TO THE BEACON ON THE LEFT AND THE
 LE0486'STATION AS DESCRIBED.
 LE0486'
 LE0486'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LE0486
 LE0486                          STATION RECOVERY (1957)
 LE0486
 LE0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 LE0486'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 LE0486'RECOVERED AS DESCRIBED IN THE 1949 DESCRIPTION.  THE 1949
 LE0486'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 LE0486
 LE0486                          STATION RECOVERY (1967)
 LE0486
 LE0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LE0486'THIS STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 LE0486'1949 DESCRIPTION IS ADEQUATE WITH EXCEPTION, THE STATION IS NOW ONE
 LE0486'FOOT UNDER THE SURFACE OF THE FAA PARKING LOTAND THE HOUSE REFERRED
 LE0486'TO IN THE PREVIOUS DESCRIPTION IS NOW THE FAA FLIGHT SERVICE
 LE0486'STATION.
 LE0486'
 LE0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLARENCE
 LE0486'CANNON MEMORIAL AIRPORT.
 LE0486
 LE0486                          STATION RECOVERY (1974)
 LE0486
 LE0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LE0486'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 LE0486'GOOD CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE SEARCHED
 LE0486'FOR AND NOT FOUND AND IT IS BELIEVED THE MARKS HAD BEEN DESTROYED.
 LE0486'REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED AND A POLARIS
 LE0486'OBSERVATION WAS MADE THIS DATE.  FOLLOWING IS A NEW COMPLETE
 LE0486'DESCRIPTION--
 LE0486'
 LE0486'THE STATION IS LOCATED ABOUT 6.25 MILES NORTH-NORTHWEST OF LAPLATA,
 LE0486'0.5 MILE SOUTH-SOUTHEAST OF MILLARD, IN THE NORTHEAST CORNER OF THE
 LE0486'OLD AIRPORT GROUNDS AND IN AREA WITH OLD BUILDINGS THAT WILL BE
 LE0486'REMOVED IN THE FUTURE.  AIRPORT MANAGER THIS DATE IS ROY KIMBALL,
 LE0486'KIRKSVILLE, MO.
 LE0486'
 LE0486'TO REACH THE STATION FROM THE POST OFFICE IN LAPLATA, GO EAST ON
 LE0486'STATE HIGHWAY 156 FOR 0.6 MILE TO JUNCTION OF U.S. HIGHWAY 63.  TURN
 LE0486'LEFT AND GO NORTH ON HIGHWAY 63 FOR 7.0 MILES TO A SIDE ROAD AND
 LE0486'SIGN, AIRPORT, ON THE LEFT. TURN LEFT AND CROSS RAILROAD TRACK
 LE0486'AND GO WEST-SOUTHWEST FOR 0.05 MILE TO A SIDE ROAD RIGHT.
 LE0486'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.05 MILE TO THE
 LE0486'STATION ON THE LEFT.
 LE0486'
 LE0486'THE STATION MARK IS A STANDARD DISK STAMPED MILLARD 1949, SET IN THE
 LE0486'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 8 INCHES
 LE0486'BELOW THE SURFACE OF THE GROUND.  IT IS 91 FEET SOUTH OF THE CENTER
 LE0486'OF THE GRAVELED ROAD AND IN A GRAVELED AREA AMONG OLD BUILDINGS.
 LE0486'
 LE0486'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MILLARD 1949 NO 3 1974,
 LE0486'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 LE0486'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH
 LE0486'WITH THE SURFACE OF THE GROUND.  IT IS 41 PACES EAST OF EAST END
 LE0486'GATE POST AT DRIVEWAY, 36 FEET SOUTH OF THE CENTER OF THE GRAVELED
 LE0486'ROAD, 1 FOOT EAST OF A METAL WITNESS POST AND 6 INCHES SOUTH OF
 LE0486'AN EAST-WEST FENCE.
 LE0486'
 LE0486'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MILLARD 1949 NO 4 1974,
 LE0486'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 LE0486'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH
 LE0486'WITH THE SURFACE OF THE GROUND.  IT IS 42 FEET WEST OF THE CENTER OF
 LE0486'THE DRIVEWAY AND GATE, 1 FOOT SOUTH OF A CHAIN LINK FENCE AND
 LE0486'6 INCHES SOUTH OF A METAL WITNESS POST.
 LE0486'
 LE0486'REFERENCE MARK 5 IS A STANDARD DISK STAMPED MILLARD 1949 NO 5 1974
 LE0486'AZ, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 LE0486'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND FLUSH
 LE0486'WITH THE GROUND.  IT IS 49 FEET EAST OF THE CENTER OF A SURFACE
 LE0486'ROAD, 5 FEET NORTH OF A POWER POLE AND 1 FOOT SOUTH OF A METAL
 LE0486'WITNESS POST.
 LE0486'
 LE0486'TO REACH REFERENCE MARK 5 FROM THE STATION, GO EAST ON THE GRAVELED
 LE0486'ROAD FOR 0.05 MILE TO SURFACED ROAD.  TURN RIGHT AND GO SOUTH ON THE
 LE0486'SURFACED ROAD FOR 0.45 MILE TO REFERENCE MARK 5 ON THE LEFT, ABOUT
 LE0486'0.1 MILE NORTH FROM WHERE THE ROAD CURVES TO THE EAST.
 LE0486'
 LE0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/4 MILES
 LE0486'NORTH-NORTHWEST OF LAPLATA.
 LE0486
 LE0486                          STATION RECOVERY (1999)
 LE0486
 LE0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 LE0486'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF KIRKSVILLE AT THE
 LE0486'KIRKSVILLE REGIONAL AIRPORT, AT THE NORTH END OF THE AIRPORT, ADJACENT
 LE0486'TO AND ACROSS THE GRAVEL ROAD FROM THE LOCALIZER, AND ON THE EXTENDED
 LE0486'WEST EDGE OF PARALLEL TAXI FOR THE RUNWAY.  OWNERSHIP--CITY OF
 LE0486'KIRKSVILE, 201 SOUTH FRANKLIN, KIRKSVILLE, MO 63501.  AIRPORT DIRECTOR
 LE0486'IS SCOTT MEREDITH.  PHONE 660-627-1480 OR 1485.  CONTACT HIM FOR
 LE0486'PERMISSION TO OCCUPY THIS STATION AND FOR ACCESS ONTO THE AIRFIELD.
 LE0486'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 63, BUSINESS HIGHWAY 63,
 LE0486'AND STATE HIGHWAYS 11 AND 6 ABOUT 2 KM (1.25 MI) SOUTH OF KIRKSVILLE,
 LE0486'GO SOUTH ON HIGHWAY 63 FOR 7.08 KM (4.40 MI) TO THE JUNCTION OF STATE
 LE0486'HIGHWAY KK ON THE LEFT IN THE SMALL TOWN OF MILLARD.  CONTINUE AHEAD,
 LE0486'SOUTHEAST, ON HIGHWAY 63 FOR 0.64 KM (0.40 MI) TO A PAVED ROAD RIGHT.
 LE0486'TURN RIGHT, SOUTHERLY, ON COUNTY ROAD 359C FOR 1.13 KM (0.70 MI) TO
 LE0486'THE TERMINAL ON THE RIGHT AND A GATE AHEAD.  CONTINUE SOUTH, PASSING
 LE0486'THROUGH THE GATE FOR 0.12 KM (0.05 MI) TO A TAXI AND THE APRON ON THE
 LE0486'RIGHT.  TURN RIGHT, WEST, THEN SOUTHWEST, ON THE TAXI, ACROSS THE
 LE0486'APRON AND ALONG TAXI C FOR 0.2 KM (0.10 MI) TO THE JUNCTION OF THE
 LE0486'PARALLEL TAXI (TAXI A) . TURN RIGHT, NORTH, ALONG TAXI A FOR 0.72 KM
 LE0486'(0.45 MI) TO THE NORTH END OF THE TAXI.  CONTINUE NORTH ACROSS GRASS
 LE0486'FOR 0.24 KM (0.15 MI) TO THE LOCALIZER ON THE LEFT AND THE STATION ON
 LE0486'THE RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE
 LE0486'POST RECESSED 15 CM BELOW THE GROUND WITH A 5 INCH PVC PIPE FOR ACCESS
 LE0486'TO THE STATION.  IT IS 36.0 M (118.1 FT) EAST OF THE SOUTHEAST CORNER
 LE0486'OF THE LOCALIZER BUILDING, 32.8 M (107.6 FT) EAST OF THE GRAVEL ROAD
 LE0486'CENTER, 27.7 M (90.9 FT) SOUTH OF GRAVEL COUNTY ROAD 359, 21.3 M (69.9
 LE0486'FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION
 LE0486'FOR A REMOVED BEACON, 18.2 M (59.7 FT) SOUTH-SOUTHWEST OF A STEEL
 LE0486'WITNESS POST AND RM 3, AND 17.0 M (55.8 FT) SOUTH OF A FENCE.
 LE0486'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 LE0486
 LE0486                          STATION RECOVERY (2000)
 LE0486
 LE0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 LE0486'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL
 LE0486'STATION.
 LE0486'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LE0491 ***********************************************************************
 LE0491  DESIGNATION -  MILLARD RM 5 AZIMUTH
 LE0491  PID         -  LE0491
 LE0491  STATE/COUNTY-  MO/ADAIR
 LE0491  USGS QUAD   -  MILLARD (1979)
 LE0491
 LE0491                         *CURRENT SURVEY CONTROL
 LE0491  ___________________________________________________________________
 LE0491* NAD 83(1997)-  40 05 46.42970(N)    092 32 29.67913(W)     ADJUSTED  
 LE0491* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 LE0491  ___________________________________________________________________
 LE0491  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 LE0491  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LE0491
 LE0491  HORZ ORDER  -  THIRD
 LE0491
 LE0491.The horizontal coordinates were established by classical geodetic methods
 LE0491.and adjusted by the National Geodetic Survey in February 2000..
 LE0491.No horizontal observational check was made to the station.
 LE0491
 LE0491.The orthometric height was scaled from a topographic map.
 LE0491
 LE0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 LE0491
 LE0491.The geoid height was determined by GEOID03.
 LE0491
 LE0491;                    North         East     Units Scale Factor Converg.
 LE0491;SPC MO C     -   473,133.558   496,454.759   MT  0.99993349   -0 01 36.4
 LE0491;UTM  15      - 4,438,538.633   539,075.890   MT  0.99961880   +0 17 42.9
 LE0491
 LE0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LE0491!SPC MO C     -   0.99995893  x   0.99993349  =   0.99989242
 LE0491!UTM  15      -   0.99995893  x   0.99961880  =   0.99957774
 LE0491
 LE0491                          SUPERSEDED SURVEY CONTROL
 LE0491
 LE0491  NAD 83(1997)-  40 05 46.43075(N)    092 32 29.68464(W) AD(       ) 3
 LE0491  NAD 83(1986)-  40 05 46.43350(N)    092 32 29.68936(W) AD(       ) 3
 LE0491  NAD 27      -  40 05 46.31025(N)    092 32 28.99826(W) AD(       ) 3
 LE0491
 LE0491.Superseded values are not recommended for survey control.
 LE0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LE0491.See file dsdata.txt to determine how the superseded data were derived.
 LE0491
 LE0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWE3907638539(NAD 83)
 LE0491_MARKER: DS = TRIANGULATION STATION DISK
 LE0491_SETTING: 0 = UNSPECIFIED SETTING
 LE0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LE0491
 LE0491  HISTORY     - Date     Condition        Report By
 LE0491  HISTORY     - 1974     MONUMENTED       NGS
 LE0491
 LE0491                          STATION DESCRIPTION
 LE0491
 LE0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LE0491'TO REACH STATION MILLARD FROM THE POST OFFICE IN LAPLATA, GO
 LE0491'EAST ON STATE HIGHWAY 156 FOR 0.6 MILE TO JUNCTION OF U.S.
 LE0491'HIGHWAY 63.  TURN LEFT AND GO NORTH ON HIGHWAY 63 FOR 7.0 MILES
 LE0491'TO A SIDE ROAD AND SIGN, AIRPORT, ON THE LEFT.  TURN LEFT AND
 LE0491'CROSS RAILROAD TRACK AND GO WEST-SOUTHWEST FOR 0.05 MILE TO A
 LE0491'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 LE0491'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 LE0491'
 LE0491'TO REACH REFERENCE MARK 5 FROM STATION MILLARD, GO EAST ON THE
 LE0491'GRAVELED ROAD FOR 0.05 MILE TO SURFACED ROAD.  TURN RIGHT AND
 LE0491'GO SOUTH ON THE SURFACED ROAD FOR 0.45 MILE TO REFERENCE MARK
 LE0491'5 ON THE LEFT, ABOUT 0.1 MILE NORTH FROM WHERE THE ROAD CURVES
 LE0491'TO THE EAST.
 LE0491'
 LE0491'REFERENCE MARK 5 IS A STANDARD DISK STAMPED MILLARD 1949 NO 5
 LE0491'1974 AZ, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 LE0491'WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 LE0491'PIPE AND FLUSH WITH THE GROUND.  IT IS 49 FEET EAST OF THE
 LE0491'CENTER OF A SURFACE ROAD, 5 FEET NORTH OF A POWER POLE AND
 LE0491'1 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1353 ***********************************************************************
 HD1353  DESIGNATION -  MILLER
 HD1353  PID         -  HD1353
 HD1353  STATE/COUNTY-  MO/LAWRENCE
 HD1353  USGS QUAD   -  MILLER (1971)
 HD1353
 HD1353                         *CURRENT SURVEY CONTROL
 HD1353  ___________________________________________________________________
 HD1353* NAD 83(1997)-  37 12 05.12047(N)    093 47 46.72799(W)     ADJUSTED  
 HD1353* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 HD1353  ___________________________________________________________________
 HD1353  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 HD1353  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HD1353
 HD1353  HORZ ORDER  -  FIRST
 HD1353
 HD1353.The horizontal coordinates were established by classical geodetic methods
 HD1353.and adjusted by the National Geodetic Survey in February 2000..
 HD1353
 HD1353.The orthometric height was scaled from a topographic map.
 HD1353
 HD1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1353
 HD1353.The geoid height was determined by GEOID03.
 HD1353
 HD1353;                    North         East     Units Scale Factor Converg.
 HD1353;SPC MO W     -   115,053.823   912,467.471   MT  0.99998923   +0 25 31.7
 HD1353;SPC MO C     -   152,592.023   384,923.068   MT  1.00009641   -0 47 01.9
 HD1353;UTM  15      - 4,117,514.108   429,333.886   MT  0.99966151   -0 28 53.3
 HD1353
 HD1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1353!SPC MO W     -   0.99994124  x   0.99998923  =   0.99993047
 HD1353!SPC MO C     -   0.99994124  x   1.00009641  =   1.00003764
 HD1353!UTM  15      -   0.99994124  x   0.99966151  =   0.99960277
 HD1353
 HD1353|---------------------------------------------------------------------|
 HD1353| PID    Reference Object                     Distance      Geod. Az  |
 HD1353|                                                           dddmmss.s |
 HD1353| CN7463 MILLER RM 1                          22.841 METERS 02229     |
 HD1353| HD1355 CHEROKEE PIPE LINE STOR TK 301      APPROX. 1.7 KM 1331212.5 |
 HD1353| HD1356 MT VERNON MUNICIPAL STANDPIPE       APPROX.11.7 KM 1892538.5 |
 HD1353| HD1362 MT VERNON ST SANATORIUM TANK        APPROX.10.3 KM 1931407.8 |
 HD1353| CN7464 MILLER RM 2                          23.487 METERS 28625     |
 HD1353| CN7462 MILLER AZ MK                                       3404639.4 |
 HD1353|---------------------------------------------------------------------|
 HD1353
 HD1353                          SUPERSEDED SURVEY CONTROL
 HD1353
 HD1353  NAD 83(1997)-  37 12 05.12102(N)    093 47 46.72799(W) AD(       ) 1
 HD1353  NAD 83(1997)-  37 12 05.13113(N)    093 47 46.72941(W) AD(       ) 1
 HD1353  NAD 83(1986)-  37 12 05.13291(N)    093 47 46.72732(W) AD(       ) 1
 HD1353  NAD 27      -  37 12 04.94300(N)    093 47 45.98040(W) AD(       ) 1
 HD1353
 HD1353.Superseded values are not recommended for survey control.
 HD1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1353.See file dsdata.txt to determine how the superseded data were derived.
 HD1353
 HD1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB2933417514(NAD 83)
 HD1353_MARKER: DS = TRIANGULATION STATION DISK
 HD1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1353
 HD1353  HISTORY     - Date     Condition        Report By
 HD1353  HISTORY     - 1959     MONUMENTED       CGS
 HD1353
 HD1353                          STATION DESCRIPTION
 HD1353
 HD1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1353'THE STATION IS ABOUT 2.5 MILES SOUTHEAST OF MILLER, 1 MILE
 HD1353'NORTH OF U.S. HIGHWAY 60, ON THE PROPERTY OF MR. D.J. ROBISON,
 HD1353'IN THE NE 1/4 OF THE NW 1/4 OF SEC. 29, T. 29 N., R. 26 W.,
 HD1353'80 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, 37 FEET
 HD1353'SOUTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 62 FEET EAST
 HD1353'OF THE CENTERLINE OF A DRIVEWAY AND 1 FOOT NORTHEAST OF A
 HD1353'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HD1353'MILLER 1959.
 HD1353'
 HD1353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39
 HD1353'AND U.S. HIGHWAY 66, ABOUT 2 MILES SOUTH OF MILLER, GO EAST
 HD1353'ON U.S. HIGHWAY 66 FOR 1.8 MILES TO A GRAVELED SIDE ROAD LEFT
 HD1353'JUST WEST OF SIGN HEATONVILLE.  TURN LEFT AND GO NORTH ON THE
 HD1353'GRAVELED ROAD FOR 1.05 MILES TO A T-ROAD.  TURN RIGHT AND GO EAST
 HD1353'ON A GRAVELED ROAD FOR 0.25 MILE TO ANOTHER T-ROAD*.  TURN RIGHT
 HD1353'AND GO SOUTH AND EAST ON A GRAVELED ROAD FOR 0.3 MILE TO A
 HD1353'POINT WHERE THE ROAD CURVES TO THE LEFT AND THE STATION EAST OF
 HD1353'THE CURVE.
 HD1353'
 HD1353'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON A
 HD1353'GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 HD1353'
 HD1353'REFERENCE MARK 1 IS 49 FEET NORTHEAST OF A POWER POLE, 44
 HD1353'FEET SOUTH OF A TELEPHONE POLE AND 20 FEET EAST OF THE CENTERLINE
 HD1353'OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK
 HD1353'IS STAMPED MILLER NO 1 1959.
 HD1353'
 HD1353'REFERENCE MARK 2 IS 17 FEET NORTH OF THE CENTERLINE OF THE
 HD1353'GRAVELED ROAD, 1 FOOT SOUTH OF A WIRE FENCE AND 1 FOOT EAST
 HD1353'OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 HD1353'IS STAMPED MILLER NO 2 1959.
 HD1353'
 HD1353'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTERLINE OF A GRAVELED
 HD1353'ROAD, 6 INCHES WEST OF A WIRE FENCE AND 1 FOOT EAST OF A WITNESS
 HD1353'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILLER
 HD1353'1959.
 HD1353'
 HD1353'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1505 ***********************************************************************
 JC1505  DESIGNATION -  MILLER
 JC1505  PID         -  JC1505
 JC1505  STATE/COUNTY-  MO/OSAGE
 JC1505  USGS QUAD   -  COOPER HILL (1981)
 JC1505
 JC1505                         *CURRENT SURVEY CONTROL
 JC1505  ___________________________________________________________________
 JC1505* NAD 83(1997)-  38 27 25.51211(N)    091 42 28.82560(W)     ADJUSTED  
 JC1505* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 JC1505  ___________________________________________________________________
 JC1505  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 JC1505  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JC1505
 JC1505  HORZ ORDER  -  THIRD
 JC1505
 JC1505.The horizontal coordinates were established by classical geodetic methods
 JC1505.and adjusted by the National Geodetic Survey in February 2000..
 JC1505
 JC1505.The orthometric height was scaled from a topographic map.
 JC1505
 JC1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1505
 JC1505.The geoid height was determined by GEOID03.
 JC1505
 JC1505;                    North         East     Units Scale Factor Converg.
 JC1505;SPC MO C     -   291,462.976   569,124.597   MT  0.99999216   +0 29 33.3
 JC1505;SPC MO E     -   291,857.157   144,564.947   MT  1.00007019   -0 45 04.9
 JC1505;UTM  15      - 4,257,322.252   612,728.029   MT  0.99975649   +0 48 13.0
 JC1505
 JC1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1505!SPC MO C     -   0.99996339  x   0.99999216  =   0.99995555
 JC1505!SPC MO E     -   0.99996339  x   1.00007019  =   1.00003357
 JC1505!UTM  15      -   0.99996339  x   0.99975649  =   0.99971988
 JC1505
 JC1505|---------------------------------------------------------------------|
 JC1505| PID    Reference Object                     Distance      Geod. Az  |
 JC1505|                                                           dddmmss.s |
 JC1505| CN7461 MILLER RM 2                          16.266 METERS 00509     |
 JC1505| CN7459 MILLER AZ MK                                       0612843.5 |
 JC1505| CN7460 MILLER RM 1                           4.165 METERS 08305     |
 JC1505| JC1495 GEYER                               APPROX. 9.7 KM 0950713.1 |
 JC1505|---------------------------------------------------------------------|
 JC1505
 JC1505                          SUPERSEDED SURVEY CONTROL
 JC1505
 JC1505  NAD 83(1986)-  38 27 25.52680(N)    091 42 28.82912(W) AD(       ) 3
 JC1505  NAD 27      -  38 27 25.36500(N)    091 42 28.22600(W) AD(       ) 3
 JC1505
 JC1505.Superseded values are not recommended for survey control.
 JC1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1505.See file dsdata.txt to determine how the superseded data were derived.
 JC1505
 JC1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC1272857322(NAD 83)
 JC1505_MARKER: DS = TRIANGULATION STATION DISK
 JC1505_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JC1505
 JC1505  HISTORY     - Date     Condition        Report By
 JC1505  HISTORY     - 1947     MONUMENTED       CGS
 JC1505  HISTORY     - 1971     GOOD             NGS
 JC1505
 JC1505                          STATION DESCRIPTION
 JC1505
 JC1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 JC1505'THE STATION IS LOCATED ABOUT 8.0 MILE EAST-SOUTHEAST OF LINN,
 JC1505'ABOUT 100 YARDS SOUTH OF STATE HIGHWAY NO. 50, IN THE MILLAR
 JC1505'GROVE SCHOOL GROUNDS.
 JC1505'
 JC1505'IT IS 27 FEET SOUTH OF THE FLAGPOLE, AND 39.8 FEET EAST-SOUTHEAST
 JC1505'OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE.  THE MARK IS FLUSH
 JC1505'WITH THE GROUND AND THE DISK IS STAMPED MILLER 1947.
 JC1505'
 JC1505'REFERENCE MARK NO. 1 IS 13.66 FEET EAST OF THE STATION.  THE
 JC1505'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NO 1 MILLER
 JC1505'1947.
 JC1505'
 JC1505'REFERENCE MARK NO. 2 IS 53.37 FEET NORTH-NORTHEAST OF THE
 JC1505'STATION, 26 FEET NORTHEAST OF THE FLAGPOLE AND 54 FEET
 JC1505'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE.  THE
 JC1505'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NO 2
 JC1505'MILLER 1947.
 JC1505'
 JC1505'AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE STATION, 2.5
 JC1505'FEET EAST OF A WITNESS POST, 35 FEET NORTH OF THE CENTERLINE
 JC1505'OF US HIGHWAY NO. 50 AND 42 FEET WEST OF A BARNYARD FENCE
 JC1505'CORNER.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JC1505'MILLER 1947.
 JC1505'
 JC1505'TO REACH FROM THE COURTHOUSE IN LINN, GO EASTERLY ON U.S. HIGHWAY
 JC1505'NO. 50 9.3 MILES TO THE MILLER GROVE SCHOOLHOUSE ABOUT 100
 JC1505'YARDS TO THE RIGHT AND STATION.  TO REACH AZIMUTH FROM THE
 JC1505'ENTRANCE TO SCHOOL, GO EASTERLY ON US HIGHWAY NO. 50, 0.2
 JC1505'MILE TO MARK ON THE LEFT, JUST WEST OF GATE TO BARN YARD.
 JC1505'
 JC1505'NOTE- THE STATION MARK WAS MOVED TO CLEAR LINES, ARROWS ON
 JC1505'REFERENCE MARKS DO NOT POINT TOWARD THE STATION.
 JC1505'
 JC1505'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JC1505
 JC1505                          STATION RECOVERY (1971)
 JC1505
 JC1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JC1505'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JC1505'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 JC1505'AZIMUTH MARK WAS FOUND PROJECTING 2 FEET AND TILTED OUT OF POSITION
 JC1505'SO THE MARK WAS DESTROYED.  NO OBJECTS WERE VISIBLE AT THE
 JC1505'STATION SITE SO A NEW AZIMUTH MARK WAS NOT SET.  THE DESCRIPTION
 JC1505'WAS FOUND ADEQUATE FOR RECOVERY.
 JC1505'
 JC1505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 JC1505'ENE OF LINN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1352 ***********************************************************************
 HD1352  DESIGNATION -  MILLER MUNICIPAL TANK
 HD1352  PID         -  HD1352
 HD1352  STATE/COUNTY-  MO/LAWRENCE
 HD1352  USGS QUAD   -  MILLER (1971)
 HD1352
 HD1352                         *CURRENT SURVEY CONTROL
 HD1352  ___________________________________________________________________
 HD1352* NAD 83(1997)-  37 12 51.45407(N)    093 50 23.17510(W)     ADJUSTED  
 HD1352* NAVD 88     -                                                        
 HD1352  ___________________________________________________________________
 HD1352  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 HD1352  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HD1352
 HD1352  HORZ ORDER  -  THIRD
 HD1352
 HD1352.The horizontal coordinates were established by classical geodetic methods
 HD1352.and adjusted by the National Geodetic Survey in February 2000..
 HD1352
 HD1352
 HD1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1352
 HD1352.The geoid height was determined by GEOID03.
 HD1352
 HD1352;                    North         East     Units Scale Factor Converg.
 HD1352;SPC MO W     -   116,454.383   908,599.670   MT  0.99998346   +0 23 57.5
 HD1352;UTM  15      - 4,118,975.254   425,489.978   MT  0.99966839   -0 30 28.5
 HD1352
 HD1352                          SUPERSEDED SURVEY CONTROL
 HD1352
 HD1352  NAD 83(1997)-  37 12 51.45465(N)    093 50 23.17508(W) AD(       ) 4
 HD1352  NAD 83(1997)-  37 12 51.46479(N)    093 50 23.17676(W) AD(       ) 4
 HD1352  NAD 83(1986)-  37 12 51.46681(N)    093 50 23.17424(W) AD(       ) 4
 HD1352  NAD 27      -  37 12 51.27800(N)    093 50 22.42600(W) AD(       ) 3
 HD1352
 HD1352.Superseded values are not recommended for survey control.
 HD1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1352.See file dsdata.txt to determine how the superseded data were derived.
 HD1352
 HD1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB2549018975(NAD 83)
 HD1352_MARKER: 53 = ELEVATED TANK
 HD1352
 HD1352  HISTORY     - Date     Condition        Report By
 HD1352  HISTORY     - 1959     FIRST OBSERVED   CGS
 HD1352
 HD1352                          STATION DESCRIPTION
 HD1352
 HD1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1352'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ABOUT
 HD1352'250 FEET SOUTH OF THE POST OFFICE IN MILLER.  THE TANK IS
 HD1352'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.  THE TANK AND
 HD1352'SUPPORTING STRUCTURE ARE PAINTED SILVER AND THE TANK HAS THE
 HD1352'LEGEND MILLER PAINTED IN BLACK LETTERS ON THE EAST AND WEST
 HD1352'SIDES.  THE OVERALL HEIGHT IS 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1281 ***********************************************************************
 KD1281  DESIGNATION -  MILLVILLE
 KD1281  PID         -  KD1281
 KD1281  STATE/COUNTY-  MO/RAY
 KD1281  USGS QUAD   -  MILLVILLE (1979)
 KD1281
 KD1281                         *CURRENT SURVEY CONTROL
 KD1281  ___________________________________________________________________
 KD1281* NAD 83(1997)-  39 26 17.97991(N)    093 53 01.08624(W)     ADJUSTED  
 KD1281* NAVD 88     -       294.57   (+/-2cm)     966.4    (feet)  VERTCON   
 KD1281  ___________________________________________________________________
 KD1281  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 KD1281  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD1281
 KD1281  HORZ ORDER  -  SECOND
 KD1281  VERT ORDER  -  THIRD ? (See Below)
 KD1281
 KD1281.The horizontal coordinates were established by classical geodetic methods
 KD1281.and adjusted by the National Geodetic Survey in February 2000..
 KD1281
 KD1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1281.The vertical order pertains to the NGVD 29 superseded value.
 KD1281
 KD1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1281
 KD1281.The geoid height was determined by GEOID03.
 KD1281
 KD1281;                    North         East     Units Scale Factor Converg.
 KD1281;SPC MO W     -   363,290.832   903,059.556   MT  0.99997583   +0 23 29.6
 KD1281;UTM  15      - 4,365,792.626   423,958.241   MT  0.99967119   -0 33 40.9
 KD1281
 KD1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1281!SPC MO W     -   0.99995891  x   0.99997583  =   0.99993474
 KD1281!UTM  15      -   0.99995891  x   0.99967119  =   0.99963012
 KD1281
 KD1281|---------------------------------------------------------------------|
 KD1281| PID    Reference Object                     Distance      Geod. Az  |
 KD1281|                                                           dddmmss.s |
 KD1281| CL9909 MILLVILLE RM 1                       24.743 METERS 03102     |
 KD1281| KD1225 MANDEVILLE                          APPROX.23.4 KM 0734915.3 |
 KD1281| CL9908 MILLVILLE AZ MK                                    1860726.7 |
 KD1281| CL9910 MILLVILLE RM 2                       29.813 METERS 27905     |
 KD1281|---------------------------------------------------------------------|
 KD1281
 KD1281                          SUPERSEDED SURVEY CONTROL
 KD1281
 KD1281  NAD 83(1997)-  39 26 17.98123(N)    093 53 01.08842(W) AD(       ) 2
 KD1281  NAD 83(1986)-  39 26 17.98512(N)    093 53 01.08610(W) AD(       ) 2
 KD1281  NAD 27      -  39 26 17.94210(N)    093 53 00.30610(W) AD(       ) 2
 KD1281  NGVD 29 (07/19/86)  294.48   (m)          966.1    (f) LEVELING    3  
 KD1281
 KD1281.Superseded values are not recommended for survey control.
 KD1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1281.See file dsdata.txt to determine how the superseded data were derived.
 KD1281
 KD1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD2395865793(NAD 83)
 KD1281_MARKER: DS = TRIANGULATION STATION DISK
 KD1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1281
 KD1281  HISTORY     - Date     Condition        Report By
 KD1281  HISTORY     - 1948     MONUMENTED       CGS
 KD1281  HISTORY     - 1964     GOOD             CGS
 KD1281  HISTORY     - 1980     GOOD             LOCENG
 KD1281
 KD1281                          STATION DESCRIPTION
 KD1281
 KD1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1281'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF HARDIN,
 KD1281'3.5 MILES NORTHWEST OF THE VILLAGE OF RUSSELLVILLE, AND 3.0 MILES
 KD1281'NORTHEAST OF THE VILLAGE OF MILLVILLE.  IT IS LOCATED IN THE
 KD1281'NORTHEAST CORNER OF A BARNLOT, 189 FEET EAST-SOUTHEAST OF THE
 KD1281'CENTER OF INTERSECTION OF A CROSSROAD, 109 FEET NORTHEAST OF A WELL
 KD1281'AND PUMP, 64 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 KD1281'41 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, AND 22
 KD1281'FEET SOUTHWEST OF A FENCE CORNER.  IT IS SET FLUSH WITH
 KD1281'THE GROUND AND IS STAMPED MILLVILLE 1948.
 KD1281'
 KD1281'REFERENCE MARK NO. 1 IS 24 FEET NORTH OF THE CENTER OF A GRAVELED
 KD1281'ROAD AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS
 KD1281'STAMPED MILLVILLE NO 1 1948.
 KD1281'
 KD1281'REFERENCE MARK NO. 2 IS 91 FEET EAST-SOUTHEAST OF THE CENTER OF
 KD1281'INTERSECTION OF A CROSSROAD, 22 FEET SOUTH OF THE CENTER OF A
 KD1281'GRAVELED ROAD, AND 1.5 FEET NORTH OF A WIRE FENCE.  IT PROJECTS 6
 KD1281'INCHES AND IS STAMPED MILLVILLE NO 2 1948.
 KD1281'
 KD1281'AZIMUTH MARK IS 0.3 MILE SOUTH OF A CROSSROAD, 28 FEET WEST OF THE
 KD1281'CENTER OF A GRAVELED ROAD, 2.0 FEET EAST OF A TELEPHONE POLE,
 KD1281'2.0 FEET NORTH OF A WITNESS POST, AND 1.0 FOOT EAST OF A FENCE.
 KD1281'IT PROJECTS 6 INCHES AND IS STAMPED MILLVILLE 1948.
 KD1281'
 KD1281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 KD1281'COUNTY ROUTE A IN THE NORTHWEST EDGE OF THE TOWN OF HARDIN,
 KD1281'GO NORTH ON COUNTY ROUTE A FOR 11.75 MILES TO A CROSSROAD AND A
 KD1281'STORE AND GAS STATION ON THE RIGHT, TURN LEFT AND GO WEST FOR 3.85
 KD1281'MILES TO A T INTERSECTION, TURN RIGHT AND GO NORTH FOR 1.0 MILE
 KD1281'TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 189 FEET TO THE
 KD1281'STATION ON THE RIGHT.
 KD1281'
 KD1281'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 189 FEET,
 KD1281'TURN LEFT AND GO SOUTH FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 KD1281'
 KD1281'A 100 FOOT SIGNAL AT POLO IS VISIBLE AT 26 FEET.
 KD1281'
 KD1281'A 100 FOOT SIGNAL AT BRAYMER IS VISIBLE AT 26 FEET.
 KD1281'
 KD1281'AN 87 FOOT SIGNAL AT MANDEVILLE IS VISIBLE AT 26 FEET.
 KD1281'
 KD1281'AN 87 FOOT SIGNAL AT NORBORNE IS VISIBLE AT 77 FEET.
 KD1281'
 KD1281'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KD1281
 KD1281                          STATION RECOVERY (1964)
 KD1281
 KD1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD1281'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1281'IN GOOD CONDITION.  A REVISED TO REACH AND SOME NEW REFERENCES FOR
 KD1281'THE AZIMUTH MARK FOLLOW.
 KD1281'
 KD1281'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION, 0.3 MILE NORTH
 KD1281'OF A MISSOURI HIGHWAY MAINTENANCE SHOP, 28 FEET WEST OF THE
 KD1281'CENTERLINE OF COUNTY ROAD P, 2 FEET EAST OF A POWER POLE, AND 1
 KD1281'FOOT NORTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6
 KD1281'INCHES AND THE DISK IS STAMPED MILLVILLE 1948.  DESCRIBED IN NOTE
 KD1281'16A.
 KD1281'
 KD1281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 KD1281'COUNTY ROAD A IN THE NORTHWEST PART OF THE TOWN OF HARDIN, GO
 KD1281'NORTH ON COUNTY ROAD A FOR 11.7 MILES TO CROSSROAD (COUNTY ROAD K)
 KD1281'AND A LOG CABIN STORE AND GAS STATION ON THE RIGHT.  TURN LEFT AND
 KD1281'GO WEST ON COUNTY ROAD K FOR 3.8 MILES AND THE JUNCTION OF COUNTY
 KD1281'ROAD P GOING NORTH.  TURN RIGHT AND GO NORTH ON COUNTY ROAD P
 KD1281'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 KD1281'COUNTY ROAD P FOR 0.35 MILE TO A CROSSROADS.  TURN RIGHT AND GO
 KD1281'EAST FOR 189 FEET TO THE STATION MARK AS DESCRIBED.
 KD1281
 KD1281                          STATION RECOVERY (1980)
 KD1281
 KD1281'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (ATL)
 KD1281'STATION, RM 1, AND RM 2 FOUND RECOVERED GOOD.
 KD1281'
 KD1281'AZ. MK. DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0893 ***********************************************************************
 HE0893  DESIGNATION -  MILO RESET
 HE0893  PID         -  HE0893
 HE0893  STATE/COUNTY-  MO/VERNON
 HE0893  USGS QUAD   -  SHELDON (1962)
 HE0893
 HE0893                         *CURRENT SURVEY CONTROL
 HE0893  ___________________________________________________________________
 HE0893* NAD 83(1997)-  37 43 14.65385(N)    094 21 45.56527(W)     ADJUSTED  
 HE0893* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 HE0893  ___________________________________________________________________
 HE0893  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 HE0893  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HE0893
 HE0893  HORZ ORDER  -  FIRST
 HE0893
 HE0893.The horizontal coordinates were established by classical geodetic methods
 HE0893.and adjusted by the National Geodetic Survey in February 2000..
 HE0893
 HE0893.The orthometric height was scaled from a topographic map.
 HE0893
 HE0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0893
 HE0893.The geoid height was determined by GEOID03.
 HE0893
 HE0893;                    North         East     Units Scale Factor Converg.
 HE0893;SPC MO W     -   172,464.206   862,108.064   MT  0.99994298   +0 05 02.5
 HE0893;SPC KS S     -   525,077.004   764,625.797   MT  0.99994179   +2 32 33.0
 HE0893;UTM  15      - 4,175,704.775   379,907.222   MT  0.99977764   -0 50 01.6
 HE0893
 HE0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0893!SPC MO W     -   0.99996156  x   0.99994298  =   0.99990455
 HE0893!SPC KS S     -   0.99996156  x   0.99994179  =   0.99990336
 HE0893!UTM  15      -   0.99996156  x   0.99977764  =   0.99973921
 HE0893
 HE0893:                Primary Azimuth Mark                     Grid Az
 HE0893:SPC MO W     -  NEVADA ST HOSP 3 TALL STACK              000 26 31.0
 HE0893:SPC KS S     -  NEVADA ST HOSP 3 TALL STACK              357 59 00.5
 HE0893:UTM  15      -  NEVADA ST HOSP 3 TALL STACK              001 21 35.1
 HE0893
 HE0893|---------------------------------------------------------------------|
 HE0893| PID    Reference Object                     Distance      Geod. Az  |
 HE0893|                                                           dddmmss.s |
 HE0893| HE0911 NEVADA ST HOSP 3 TALL STACK         APPROX.15.7 KM 0003133.5 |
 HE0893| HE0910 NEVADA ST HOSP 3 SHORT STACK        APPROX.15.6 KM 0003617.8 |
 HE0893| HE0909 NEVADA ST HOSP 3 WATER TANK         APPROX.15.6 KM 0004029.6 |
 HE0893| HE0912 NEVADA VERNON CO CTHSE DOME         APPROX.13.1 KM 0020427.9 |
 HE0893| HE0907 NEVADA CHRISTIAN CHURCH SPIRE       APPROX.12.9 KM 0024631.5 |
 HE0893| CN7468 MILO AZ MK                                         0852444.8 |
 HE0893| HE0891 SHELDON TEX EMPIRE PLINE STK        APPROX. 7.5 KM 1235135.1 |
 HE0893| HE0892 SHELDON TEX EMPIRE PLINE N TK       APPROX. 7.5 KM 1235242.1 |
 HE0893| HE0889 SHELDON TEX EMPIRE PLINE S TK       APPROX. 7.6 KM 1242106.2 |
 HE0893| HE0895 LAMAR MUNICIPAL STANDPIPE           APPROX.25.6 KM 1612119.1 |
 HE0893| CN7469 MILO RM 1                            30.445 METERS 21915     |
 HE0893| CN7470 MILO RM 2                            28.398 METERS 32048     |
 HE0893| CN7471 MILO RM 3                            19.705 METERS 35503     |
 HE0893|---------------------------------------------------------------------|
 HE0893
 HE0893                          SUPERSEDED SURVEY CONTROL
 HE0893
 HE0893  NAD 83(1997)-  37 43 14.65414(N)    094 21 45.56538(W) AD(       ) 1
 HE0893  NAD 83(1997)-  37 43 14.66248(N)    094 21 45.56511(W) AD(       ) 1
 HE0893  NAD 83(1986)-  37 43 14.66427(N)    094 21 45.56123(W) AD(       ) 1
 HE0893  NAD 27      -  37 43 14.51100(N)    094 21 44.73600(W) AD(       ) 1
 HE0893
 HE0893.Superseded values are not recommended for survey control.
 HE0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0893.See file dsdata.txt to determine how the superseded data were derived.
 HE0893
 HE0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7990775705(NAD 83)
 HE0893_MARKER: DS = TRIANGULATION STATION DISK
 HE0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0893
 HE0893  HISTORY     - Date     Condition        Report By
 HE0893  HISTORY     - 1960     MONUMENTED       CGS
 HE0893  HISTORY     - 1965     GOOD             CGS
 HE0893  HISTORY     - 1979     GOOD             NGS
 HE0893
 HE0893                          STATION DESCRIPTION
 HE0893
 HE0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0893'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HE0893'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO
 HE0893'BE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 1
 HE0893'WAS VERIFIED BUT THE DISTANCE TO REFERENCE MARK NO. 2 WAS
 HE0893'FOUND TO BE 0.009 METERS LONGER THAN THE 1934 DISTANCE.  THE
 HE0893'DIRECTIONS TO THE AZIMUTH MARK AND THE REFERENCE MARKS WERE
 HE0893'VERIFIED.  THE STATION MARK WAS LOWERED 14 INCHES BELOW THE
 HE0893'SURFACE OF THE GROUND AND STAMPED MILO 1934 1960.  REFERENCE
 HE0893'MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 HE0893'
 HE0893'THE TO REACH IS ENTIRELY ADEQUATE.  THE FOLLOWING IS A COMPLETE
 HE0893'DESCRIPTION OF REFERENCE MARK NO. 3 AND AN ADDITIONAL MEASUREMENT
 HE0893'FOR THE AZIMUTH MARK.
 HE0893'
 HE0893'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MILO NO 3 1934
 HE0893'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HE0893'OF THE GROUND.  IT IS NEAR THE SOUTHWEST CORNER OF THE LAWN,
 HE0893'42.5 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 27.5 FEET
 HE0893'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 27 FEET NORTH
 HE0893'OF THE CENTER OF THE DRIVE.
 HE0893'
 HE0893'THE AZIMUTH MARK IS SET 2.4 NORTHEAST OF A METAL WITNESS POST.
 HE0893'
 HE0893'THE STATION UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HE0893'CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 HE0893'
 HE0893'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HE0893'
 HE0893'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE0893
 HE0893                          STATION RECOVERY (1965)
 HE0893
 HE0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 HE0893'STATION RECOVERED AS DESCRIBED BY H.W.K. IN 1960 AND ALL MARKS
 HE0893'FOUND IN GOOD CONDITION.  R.M. NO. 1 IS 6 FEET NORTH-NORTHEAST
 HE0893'OF A POWERLINE BRACE POLE.  THE STATION MARK WAS RECOVERED
 HE0893'1.4 FEET BELOW THE SURFACE OF THE GROUND.
 HE0893'
 HE0893'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 HE0893'RECOVERY.  THE EAST-WEST ROAD LEADING TO THE STATION IS NOW
 HE0893'DESIGNATED AS COUNTY ROUTE BB.
 HE0893
 HE0893                          STATION RECOVERY (1979)
 HE0893
 HE0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HE0893'REFERENCE MARKS 1, 2, 3 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HE0893'CONDITION.  STATION SURFACE MARK IS UNDERGROUND IN A LAWN AND
 HE0893'PERMISSION TO DIG FOR THE MARK COULD NOT BE OBTAINED.  HOWEVER, A
 HE0893'PROBE WAS USED AND IT IS BELEIVED THE MARK WAS LOCATED.  NO
 HE0893'OBSERVATIONS COULD BE TAKEN.  A NEW DESCRIPTION FOLLOWS.
 HE0893'
 HE0893'STATION IS LOCATED ABOUT 10 MILES SOUTH OF NEVADA, 7-1/2 MILES
 HE0893'SOUTHEAST OF MOUNDVILLE, 5 MILES SOUTHWEST OF MILO, IN THE SOUTHEAST
 HE0893'QUADRANT OF THE INTERSECTION OF STATE ROAD BB AND A GRAVELED ROAD AND
 HE0893'ON PROPERTY OWNED BY GORDON HORNECKER.
 HE0893'
 HE0893'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD E AND
 HE0893'U.S. HIGHWAY 71 AT THE WEST EDGE OF MILO, GO SOUTH ON HIGHWAY 71 FOR
 HE0893'2.6 MILES TO THE JUNCTION WITH STATE ROAD BB.  TURN RIGHT AND GO WEST
 HE0893'ON ROAD BB, A PAVED ROAD, FOR 2.8 MILES TO THE AZIMUTH MARK ON THE
 HE0893'LEFT, SOUTH, SIDE OF THE ROAD.  CONTINUE WEST FOR 0.2 MILE TO THE
 HE0893'JUNCTION WITH A GRAVELED ROAD AND THE STATION IN THE SOUTHEAST
 HE0893'QUADRANT OF THE INTETERSECTION AT A FARM HOUSE.
 HE0893'
 HE0893'STATION MARK IS A STANDARD DISK, STAMPED---MILO 1934 1960---SET IN
 HE0893'THE TOP OF A SQUARE CONCRETE POST THAT IS 15 INCHES BELOW THE GROUND
 HE0893'SURFACE.  IT IS 82 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HE0893'HOUSE, 42 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 37 FEET EAST
 HE0893'OF THE CENTERLINE OF THE GRAVLED ROAD.  NEITHER STATION MARK WAS
 HE0893'INSPECTED.
 HE0893'
 HE0893'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MILO NO 1 1934---SET
 HE0893'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST, WHICH PROJECTS 3 INCHES
 HE0893'ABOVE THE GROUND.  IT IS 29.0 FEET SOUTH OF A POWERLINE GUY POLE, 24.0
 HE0893'FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 1.5 FEET EAST OF A
 HE0893'FENCE AND 1 FOOT NORTH OF A WITNESS POST.
 HE0893'
 HE0893'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---MILO NO 2 1934---SET
 HE0893'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, WHICH PROJECTS 3 INCHES
 HE0893'ABOVE THE GROUND.  IT IS 99 FEET SOUTH OF THE CENTERLINE OF ROAD BB,
 HE0893'26 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 1.5 FEET EAST OF
 HE0893'A FENCE AND 1 FOOT SOUTH OF A WITNESS POST.
 HE0893'
 HE0893'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---MILO 1934 NO 3
 HE0893'1960---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, WHICH IS
 HE0893'1 INCHE BELOW THE GROUND SURFACE.  IT IS 42.5 FEET WEST OF THE
 HE0893'SOUTHWEST CORNER OF THE HOUSE, 28.0 FEET EAST OF THE CENTERLINE OF
 HE0893'THE GRAVELED ROAD AND 27.5 FET NORTH OF THE CENTERLINE OF THE
 HE0893'DRIVEWAY.
 HE0893'
 HE0893'AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED---MILO 1934
 HE0893'AZIMUTH---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, WHICH
 HE0893'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS AT THE NORTH END OF A HEDGE
 HE0893'ROW, 24 FEET SOUTH OF THE CENTERLINE OF ROAD BB, 14.0 FEET WEST OF
 HE0893'THE CENTER OF A FIELD ENTRANCE, 11.5 FEET NORH OF A T-JUNCTION OF A
 HE0893'NORTH/SOUTH, EAST/WEST FENCE INTERSECTION AND 1.2 FEET WEST OF A
 HE0893'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1066 ***********************************************************************
 KD1066  DESIGNATION -  MILTON
 KD1066  PID         -  KD1066
 KD1066  STATE/COUNTY-  MO/MONROE
 KD1066  USGS QUAD   -  MIDDLE GROVE (1952)
 KD1066
 KD1066                         *CURRENT SURVEY CONTROL
 KD1066  ___________________________________________________________________
 KD1066* NAD 83(1997)-  39 28 18.50169(N)    092 18 19.23184(W)     ADJUSTED  
 KD1066* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 KD1066  ___________________________________________________________________
 KD1066  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KD1066  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KD1066
 KD1066  HORZ ORDER  -  SECOND
 KD1066
 KD1066.The horizontal coordinates were established by classical geodetic methods
 KD1066.and adjusted by the National Geodetic Survey in February 2000..
 KD1066
 KD1066.The orthometric height was scaled from a topographic map.
 KD1066
 KD1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1066
 KD1066.The geoid height was determined by GEOID03.
 KD1066
 KD1066;                    North         East     Units Scale Factor Converg.
 KD1066;SPC MO C     -   403,825.287   516,748.837   MT  0.99993679   +0 07 25.5
 KD1066;UTM  15      - 4,369,365.792   559,750.402   MT  0.99964395   +0 26 29.8
 KD1066
 KD1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1066!SPC MO C     -   0.99996504  x   0.99993679  =   0.99990183
 KD1066!UTM  15      -   0.99996504  x   0.99964395  =   0.99960900
 KD1066
 KD1066:                Primary Azimuth Mark                     Grid Az
 KD1066:SPC MO C     -  MILTON AZ MK                             095 26 23.4
 KD1066:UTM  15      -  MILTON AZ MK                             095 07 19.1
 KD1066
 KD1066|---------------------------------------------------------------------|
 KD1066| PID    Reference Object                     Distance      Geod. Az  |
 KD1066|                                                           dddmmss.s |
 KD1066| CL9911 MILTON AZ MK                                       0953348.9 |
 KD1066| CL9912 MILTON RM 1                          28.693 METERS 09612     |
 KD1066| KD1067 BONNELL                             APPROX.15.4 KM 1882931.9 |
 KD1066| CL9913 MILTON RM 2                          28.709 METERS 21046     |
 KD1066|---------------------------------------------------------------------|
 KD1066
 KD1066                          SUPERSEDED SURVEY CONTROL
 KD1066
 KD1066  NAD 83(1997)-  39 28 18.50781(N)    092 18 19.23845(W) AD(       ) 2
 KD1066  NAD 83(1986)-  39 28 18.50866(N)    092 18 19.23905(W) AD(       ) 2
 KD1066  NAD 27      -  39 28 18.37700(N)    092 18 18.59510(W) AD(       ) 2
 KD1066
 KD1066.Superseded values are not recommended for survey control.
 KD1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1066.See file dsdata.txt to determine how the superseded data were derived.
 KD1066
 KD1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD5975069366(NAD 83)
 KD1066_MARKER: DS = TRIANGULATION STATION DISK
 KD1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1066
 KD1066  HISTORY     - Date     Condition        Report By
 KD1066  HISTORY     - 1948     MONUMENTED       CGS
 KD1066  HISTORY     - 1951     MARK NOT FOUND   USGS
 KD1066  HISTORY     - 1967     POOR             CGS
 KD1066  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1066
 KD1066                          STATION DESCRIPTION
 KD1066
 KD1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1066'STATION IS LOCATED ABOUT 7 MILES EAST OF MOBERLY AND 4-1/4 MILES
 KD1066'WEST OF MADISON ON THE RIGHT OF WAY OF U.S. HIGHWAY
 KD1066'24 JUST EAST OF THE RANDOLPH-MONROE COUNTY LINE.  STATION
 KD1066'IS 86 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 KD1066'24, 71 FEET EAST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD,
 KD1066'48 FEET EAST OF FENCECORNER AND 9 FEET NORTH OF FENCELINE.
 KD1066'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 KD1066'MILTON 1948.
 KD1066'
 KD1066'REFERENCE MARK NO. 1 IS 94.12 FEET EAST OF STATION, 82 FEET
 KD1066'EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 24 AND
 KD1066'0.5 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 5 INCHES
 KD1066'AND THE DISK IS STAMPED MILTON NO 1 1948.
 KD1066'
 KD1066'REFERENCE MARK NO. 2 IS 94.12 FEET SOUTHWEST OF STATION,
 KD1066'24 FEET EAST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND
 KD1066'0.5 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 KD1066'AND THE DISK IS STAMPED MILTON NO 2 1948.
 KD1066'
 KD1066'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST OF STATION,
 KD1066'65 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 KD1066'24, 9 FEET WEST OF TELEPHONE POLE AND GATE POST AND 1
 KD1066'FOOT NORTH OF FENCELINE.  THE MARK PROJECTS ABOUT 5 INCHES
 KD1066'AND THE DISK IS STAMPED MILTON 1948.
 KD1066'
 KD1066'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND
 KD1066'63 JUST NORTH OF MOBERLY GO EAST ON U.S. HIGHWAY 24 FOR
 KD1066'7.1 MILES TO CROSSROADS AND STATION ON THE RIGHT OR SOUTH
 KD1066'SIDE OF ROAD AS DESCRIBED.  CONTINUE EAST ON U.S. HIGHWAY
 KD1066'24 FOR 0.5 MILE TO DRIVEWAY AND TO AZIMUTH MARK ON RIGHT
 KD1066'OR SOUTH SIDE OF ROAD AS DESCRIBED.
 KD1066'
 KD1066'A 100 FOOT SIGNAL AT STATION BONNELL 1934 IS VISIBLE AT
 KD1066'37 FEET.
 KD1066'
 KD1066'A 100 FOOT SIGNAL AT STATION CAIRO IS VISIBLE AT 37 FEET.
 KD1066'
 KD1066'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KD1066
 KD1066                          STATION RECOVERY (1951)
 KD1066
 KD1066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 KD1066'TABLET AND PART OF MONUMENT DESTROYED.  BASE OF MONUMENT
 KD1066'STATIONARY.  REFERENCE MARKS ARE IN GOOD CONDITION.
 KD1066
 KD1066                          STATION RECOVERY (1967)
 KD1066
 KD1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1066'THE STATION SURFACE MARK WAS RECOVERED BUT THE TOP WAS BROKEN
 KD1066'OFF.  THE UNDERGROUND MARK WAS RECOVERED AND FOUND IN GOOD
 KD1066'CONDITION.
 KD1066'
 KD1066'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 KD1066'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KD1066'
 KD1066'ALL OLD TIES REMAIN THE SAME AND THE 1948 DESCRIPTION IS
 KD1066'ADEQUATE FOR RECOVERY.
 KD1066'
 KD1066'A NEW SURFACE STATION MARK WAS SET.
 KD1066'
 KD1066'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 KD1066'24 AND 63 AT THE NORTHEAST SIDE OF MOBERLY, GO EAST ON U.S.
 KD1066'HIGHWAY 24 FOR 6.65 MILES TO A CROSSROAD AT THE COUNTY LINE
 KD1066'AND THE STATION IN THE SOUTHEAST ANGLE.  (CONTINUE EAST ON
 KD1066'U.S. HIGHWAY 24 FOR 0.5 MILE TO A DRIVEWAY AND THE AZIMUTH
 KD1066'MARK ON THE RIGHT.)
 KD1066'
 KD1066'THE STATION SURFACE MARK, A STANDARD DISK STAMPED MILTON
 KD1066'1948 1967 IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KD1066'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 KD1066'MARK, A STANDARD DISK STAMPED MILTON 1948, IS SET IN THE TOP
 KD1066'OF AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE
 KD1066'OF THE GROUND.  A METAL WITNESS POST WAS SET IN AN EAST-WEST
 KD1066'FENCE 8.5 FEET SOUTH OF THE MARK.
 KD1066'
 KD1066'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KD1066'A POWERLINE POLE WAS ON LINE BETWEEN THE STATION AND THE
 KD1066'AZIMUTH MARK.  NO OTHER OBJECTS WERE VISIBLE.
 KD1066'
 KD1066'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/4 MILES
 KD1066'WEST OF MADISON.
 KD1066
 KD1066                          STATION RECOVERY (1990)
 KD1066
 KD1066'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0991 ***********************************************************************
 HE0991  DESIGNATION -  MINDEN RESET
 HE0991  PID         -  HE0991
 HE0991  STATE/COUNTY-  MO/BARTON
 HE0991  USGS QUAD   -  MINDENMINES (1981)
 HE0991
 HE0991                         *CURRENT SURVEY CONTROL
 HE0991  ___________________________________________________________________
 HE0991* NAD 83(1997)-  37 28 17.16675(N)    094 36 33.69960(W)     ADJUSTED  
 HE0991* NAVD 88     -       292.5    (meters)     960.     (feet)  VERTCON   
 HE0991  ___________________________________________________________________
 HE0991  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 HE0991  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HE0991
 HE0991  HORZ ORDER  -  FIRST
 HE0991
 HE0991.The horizontal coordinates were established by classical geodetic methods
 HE0991.and adjusted by the National Geodetic Survey in February 2000..
 HE0991
 HE0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0991
 HE0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0991
 HE0991.The geoid height was determined by GEOID03.
 HE0991
 HE0991;                    North         East     Units Scale Factor Converg.
 HE0991;SPC MO W     -   144,792.833   840,326.590   MT  0.99994233   -0 03 59.5
 HE0991;SPC KS S     -   496,496.605   744,050.938   MT  0.99996605   +2 23 27.3
 HE0991;UTM  15      - 4,148,388.392   357,689.382   MT  0.99984947   -0 58 45.3
 HE0991
 HE0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0991!SPC MO W     -   0.99995891  x   0.99994233  =   0.99990125
 HE0991!SPC KS S     -   0.99995891  x   0.99996605  =   0.99992497
 HE0991!UTM  15      -   0.99995891  x   0.99984947  =   0.99980839
 HE0991
 HE0991|---------------------------------------------------------------------|
 HE0991| PID    Reference Object                     Distance      Geod. Az  |
 HE0991|                                                           dddmmss.s |
 HE0991| CN7475 MINDEN RM 3                          34.580 METERS 04126     |
 HE0991| HE0990 MINDENMINES MUNICIPAL TANK          APPROX. 1.7 KM 0773133.2 |
 HE0991| CN7472 MINDEN AZ MK                                       0880305.5 |
 HE0991| CN7473 MINDEN RM 1                          30.590 METERS 08944     |
 HE0991| CN7474 MINDEN RM 2                          26.062 METERS 19132     |
 HE0991| HE1012 PITTSBURG RADIO KOAM S MAST         APPROX. 7.0 KM 2010950.7 |
 HE0991| HE1024 PITTSBURG POL RAD KAB 206 MAST      APPROX.12.9 KM 2150012.6 |
 HE0991| HE1023 PITTSBURG RADIO STA KSEK MAST       APPROX.10.4 KM 2160225.9 |
 HE0991| HE0999 ATLAS POWDER CO TANK                APPROX.15.4 KM 2183454.9 |
 HE0991| HE1013 PITTSBURG KANSAS STC STACK          APPROX.12.2 KM 2221301.3 |
 HE0991| HE1011 PITTSBURG S MUNICIPAL TANK          APPROX.11.4 KM 2244138.5 |
 HE0991| HE1022 PITTSBURG WS DICKEY MFG CO STK      APPROX.10.0 KM 2245743.1 |
 HE0991| HE1005 CHICOPEE ST BARBARAS CATH CH        APPROX.15.6 KM 2284445.0 |
 HE0991| HE1007 PITTSBURG HOTEL BESSE FLAGPOLE      APPROX.10.7 KM 2312135.3 |
 HE0991| HE1010 PITTSBURG CRAWFORD CO CTHSE         APPROX.10.9 KM 2315922.1 |
 HE0991| HE1014 PITTSBURG MUN WATER WKS STACK       APPROX.10.6 KM 2333058.3 |
 HE0991| HE1015 PITTSBURG LADY LOURDES CATH CH      APPROX.10.3 KM 2333313.2 |
 HE0991| HE1006 PITTSBURG KC SOUTHERN RR STACK      APPROX. 9.1 KM 2334751.4 |
 HE0991| HE1021 FRONTENAC MUNICIPAL TANK            APPROX. 6.9 KM 2542103.0 |
 HE0991| CN7476 MINDEN RM 4                          38.935 METERS 31316     |
 HE0991| HE1140 ARMA MUNICIPAL TANK                 APPROX.11.2 KM 3163630.6 |
 HE0991| HE1134 MULBERRY MUNICIPAL TANK             APPROX. 9.2 KM 3503216.1 |
 HE0991|---------------------------------------------------------------------|
 HE0991
 HE0991                          SUPERSEDED SURVEY CONTROL
 HE0991
 HE0991  NAD 83(1997)-  37 28 17.16678(N)    094 36 33.69959(W) AD(       ) 1
 HE0991  NAD 83(1997)-  37 28 17.17344(N)    094 36 33.69982(W) AD(       ) 1
 HE0991  NAD 83(1986)-  37 28 17.17796(N)    094 36 33.69384(W) AD(       ) 1
 HE0991  NAD 27      -  37 28 17.00415(N)    094 36 32.84702(W) AD(       ) 1
 HE0991  NGVD 29 (07/19/86)  292.4    (m)          959.     (f) VERT ANG       
 HE0991
 HE0991.Superseded values are not recommended for survey control.
 HE0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0991.See file dsdata.txt to determine how the superseded data were derived.
 HE0991
 HE0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5768948388(NAD 83)
 HE0991_MARKER: DS = TRIANGULATION STATION DISK
 HE0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0991+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 HE0991
 HE0991  HISTORY     - Date     Condition        Report By
 HE0991  HISTORY     - 1934     MONUMENTED       CGS
 HE0991  HISTORY     - 1935     GOOD             CGS
 HE0991  HISTORY     - 1965     GOOD             CGS
 HE0991  HISTORY     - 1966     GOOD             CGS
 HE0991  HISTORY     - 20040915 GOOD             MODNR
 HE0991
 HE0991                          STATION DESCRIPTION
 HE0991
 HE0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 HE0991'STATION IS ABOUT 6 MILES NE OF PITTSBURG, 1 MILE W OF
 HE0991'MINDENMINES, 9 MILES N OF OPOLIS, IN THE NW 1/4 OF SEC. 7, T 31 N,
 HE0991'R 33 W., ON LAND OWNED BY THE MACKY AND CLEMENS COAL COMPANY
 HE0991'AND OCCUPIED BY E.B. SIPES.  IT IS IN THE NW CORNER OF A SMALL
 HE0991'BARN LOT, 43 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 160,
 HE0991'18 FEET E OF FENCE LINE, 55 FEET NNE OF THE NE CORNER OF
 HE0991'BARN, 97-1/2 FEET WNW OF THE NW CORNER OF HOUSE, 71-1/2 FEET
 HE0991'W OF YARD FENCE, 0.5 MILE E OF THE MISSOURI-KANSAS STATE LINE.
 HE0991'MARK IS FLUSH WITH TOP OF GROUND.
 HE0991'
 HE0991'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0991'BRONZE DISKS SET IN CONCRETE.
 HE0991'
 HE0991'REFERENCE MARK NO. 1 IS E OF THE STATION, 40 FEET S OF THE
 HE0991'CENTER LINE OF U.S. HIGHWAY 160, 50 FEET NW OF THE NE CORNER
 HE0991'OF HOUSE, 30 FEET NNE OF THE NW CORNER OF HOUSE, 29 FEET
 HE0991'E OF YARD FENCE.  MARK IS FLUSH WITH TOP OF GROUND.
 HE0991'
 HE0991'REFERENCE MARK NO. 2 IS S OF THE STATION, 1-1/2 FEET SE OF
 HE0991'THE SE CORNER OF BARN, 128 FEET S OF THE CENTER LINE OF U.S.
 HE0991'HIGHWAY 160.  MARK FLUSH WITH SURFACE OF GROUND.
 HE0991'
 HE0991'AZIMUTH MARK IS E OF THE STATION, 40 FEET N OF CENTER LINE
 HE0991'OF U.S. HIGHWAY 160, 4 FEET S OF THE CENTER LINE OF POWER
 HE0991'LINE.  MARK PROJECTS 6 INCHES.
 HE0991'
 HE0991'REACHED FROM MINDENMINES BY U.S. HIGHWAY 160 W 1 MILE TO
 HE0991'STATION.
 HE0991'
 HE0991'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 HE0991
 HE0991                          STATION RECOVERY (1935)
 HE0991
 HE0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0991'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 HE0991'THIS STATION IS LOCATED ABOUT 6 MILES NE OF PITTSBURG, 1 MILE
 HE0991'W OF MINDENMINES AND 9 MILES N OF OPOLIS, IN THE NW 1/4
 HE0991'OF SEC. 7, T 31 N, R 33 W, ON LAND OWNED BY THE MACKY AND
 HE0991'CLEMENS COAL COMPANY AND OCCUPIED BY E.B. SIPES.  IT IS ABOUT
 HE0991'0.4 MILE E OF THE MISSOURI-KANSAS STATE LINE.  THE MARK IS
 HE0991'SET IN THE YARD OF HOUSE NEAR THE NW CORNER, 42 FEET S OF
 HE0991'THE CENTER LINE OF THE HIGHWAY, 97 FEET WNW OF THE NW CORNER
 HE0991'OF THE HOUSE, 55 FEET NNE OF THE NE CORNER OF A LARGE TOOL
 HE0991'SHED AND GARAGE, 42 FEET W OF THE CENTER LINE OF THE
 HE0991'DRIVEWAY LEADING TO THE HOUSE.  MARK IS FLUSH WITH THE
 HE0991'SURFACE.
 HE0991'
 HE0991'REFERENCE MARK NO. 1 IS E OF THE STATION NEAR THE CENTER OF
 HE0991'THE LAWN, 41 FEET S OF THE CENTER LINE OF THE HIGHWAY, 36
 HE0991'FEET N OF THE NW CORNER OF THE HOUSE.  MARK IS FLUSH WITH THE
 HE0991'SURFACE.
 HE0991'
 HE0991'REFERENCE MARK NO. 2 IS S OF THE STATION, 1 FOOT SE OF THE
 HE0991'SE CORNER OF THE TOOL SHED AND GARAGE.  MARK IS FLUSH WITH
 HE0991'THE SURFACE.
 HE0991'
 HE0991'AZIMUTH MARK IS E OF THE STATION ON THE N EDGE OF THE
 HE0991'RIGHT-OF-WAY OF U.S. HIGHWAY 166.  IT IS 2.5 FEET W OF A
 HE0991'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 28 FEET N OF THE CENTER
 HE0991'LINE OF THE ROAD AND PROJECTS 8 INCHES.
 HE0991'
 HE0991'TO REACH FROM PITTSBURG, KANSAS, GO N ON U.S. HIGHWAY 73 TO
 HE0991'THE JUNCTION WITH U.S. HIGHWAY 166 AT THE N EDGE OF THE CITY.
 HE0991'FOLLOW U.S. HIGHWAY 166 E AND N TO THE STATE LINE.  STATION
 HE0991'IS 0.4 MILE E OF THIS POINT.
 HE0991'
 HE0991'ALL LIGHTS COME INTO VIEW AT 52 FEET.
 HE0991
 HE0991                          STATION RECOVERY (1965)
 HE0991
 HE0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0991'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1, 2 AND THE
 HE0991'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE
 HE0991'IN DIRECTION TO THE AZIMUTH MARK WAS NOTED.  REFERENCE MARKS
 HE0991'1 AND 2 WILL BE DESTROYED AT THE REQUEST OF PROPERTY OWNER.
 HE0991'A SURFACE STATION MARK, REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 HE0991'
 HE0991'THE AREA AT THIS STATION IS NOW A CULTIVATED FIELD AND ALL
 HE0991'SIGNS OF THE 1934 AND 1935 DESCRIPTIONS OF THE POINTS USED
 HE0991'AS REFERENCE NO LONGER EXIST.  A NEW COMPLETE DESCRIPTION
 HE0991'FOLLOWS.
 HE0991'
 HE0991'THE STATION IS ABOUT 7 MILES NORTHEAST OF PITTSBURG, KANSAS,
 HE0991'7 MILES SOUTHEAST OF ARMA, KANSAS AND 1-1/2 MILES WEST OF
 HE0991'MINDENMINES, ON THE SOUTH SIDE OF U.S. HIGHWAY 160.
 HE0991'
 HE0991'TO REACH THE STATION FROM THE POST OFFICE IN MINDENMINES, GO
 HE0991'SOUTH ON PAVED STREET FOR 0.2 MILE TO THE JUNCTION WITH
 HE0991'U.S. HIGHWAY 160.  TURN RIGHT AND GO WEST ON HIGHWAY 160
 HE0991'FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 HE0991'WEST ON HIGHWAY FOR 0.4 MILE TO A FIELD ROAD AND THE STATION
 HE0991'ON THE LEFT.
 HE0991'
 HE0991'STATION MARK IS A STANDARD DISK, STAMPED MINDEN 1934 1964,
 HE0991'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 16
 HE0991'INCHES BELOW THE GROUND SURFACE.  IT IS 116 FEET SOUTHWEST OF
 HE0991'A POWER LINE POLE, 43 FEET WEST OF THE CENTERLINE OF A FIELD
 HE0991'ROAD AND 42 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 160.
 HE0991'
 HE0991'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MINDEN NO 3 1934
 HE0991'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 HE0991'IS FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET NORTH OF
 HE0991'THE CENTERLINE OF THE HIGHWAY, 4 FEET WEST-SOUTHWEST OF THE
 HE0991'POWER LINE POLE, 1.5 FEET EAST OF A WITNESS POST AND ABOUT 2
 HE0991'FEET HIGHER THAN THE STATION.
 HE0991'
 HE0991'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED MINDEN NO 4
 HE0991'1934 1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 HE0991'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET NORTH OF
 HE0991'THE CENTERLINE OF THE HIGHWAY, 4.3 FEET EAST OF A POWER LINE
 HE0991'POLE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE0991'
 HE0991'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED MINDEN
 HE0991'AZIMUTH 1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 HE0991'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 55 FEET
 HE0991'EAST OF A POWER LINE POLE, 40 FEET NORTH OF THE CENTERLINE
 HE0991'OF U.S. HIGHWAY 160 AND 9 FEET SOUTH OF A WITNESS POST.
 HE0991
 HE0991                          STATION RECOVERY (1966)
 HE0991
 HE0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0991'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 HE0991'WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.  REFERENCE
 HE0991'MARKS 1 AND 2 HAVE NOW BEEN DESTROYED AS THE PROPERTY OWNER
 HE0991'REQUESTED.
 HE0991'
 HE0991'ALL OBJECTS VISIBLE AT 30 FEET EXCEPT TRAVERSE STATION OPOLIS
 HE0991'1935 AND ARCADIA 1934.
 HE0991'
 HE0991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES
 HE0991'WEST OF MINDEMINES.
 HE0991
 HE0991                          STATION RECOVERY (2004)
 HE0991
 HE0991'RECOVERY NOTE BY MO DEPT OF NAT RES 2004 (SEW)
 HE0991'STATION MARK, AZIMUTH MARK, RM 3 AND RM 4 FOUND IN GOOD CONDITION.
 HE0991'STATION MARK RECOVERED BY DISTANCE-DISTANCE INTERSECTION FROM THE
 HE0991'REFERENCE MARKS, WHICH CHECKED OKAY. STATION MARK IS 12 INCHES DEEP IN
 HE0991'AN OPEN FIELD (MOWED BUT UNCULTIVATED ON THIS DATE). HORIZONTAL
 HE0991'DISTANCE MEASURED FROM STATION TO AZIMUTH MARK BY EDM IS 643.110
 HE0991'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0990 ***********************************************************************
 HE0990  DESIGNATION -  MINDENMINES MUNICIPAL TANK
 HE0990  PID         -  HE0990
 HE0990  STATE/COUNTY-  MO/BARTON
 HE0990  USGS QUAD   -  MINDENMINES (1981)
 HE0990
 HE0990                         *CURRENT SURVEY CONTROL
 HE0990  ___________________________________________________________________
 HE0990* NAD 83(1997)-  37 28 28.77539(N)    094 35 27.82881(W)     ADJUSTED  
 HE0990* NAVD 88     -                                                        
 HE0990  ___________________________________________________________________
 HE0990  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 HE0990  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HE0990
 HE0990  HORZ ORDER  -  THIRD
 HE0990
 HE0990.The horizontal coordinates were established by classical geodetic methods
 HE0990.and adjusted by the National Geodetic Survey in February 2000..
 HE0990
 HE0990
 HE0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0990
 HE0990.The geoid height was determined by GEOID03.
 HE0990
 HE0990;                    North         East     Units Scale Factor Converg.
 HE0990;SPC MO W     -   145,148.979   841,945.417   MT  0.99994198   -0 03 19.5
 HE0990;SPC KS S     -   496,921.847   745,653.043   MT  0.99996562   +2 24 07.7
 HE0990;UTM  15      - 4,148,718.675   359,313.521   MT  0.99984380   -0 58 05.4
 HE0990
 HE0990                          SUPERSEDED SURVEY CONTROL
 HE0990
 HE0990  NAD 83(1997)-  37 28 28.77544(N)    094 35 27.82879(W) AD(       ) 4
 HE0990  NAD 83(1997)-  37 28 28.78216(N)    094 35 27.82903(W) AD(       ) 4
 HE0990  NAD 83(1986)-  37 28 28.78680(N)    094 35 27.82309(W) AD(       ) 4
 HE0990  NAD 27      -  37 28 28.61200(N)    094 35 26.97900(W) AD(       ) 3
 HE0990
 HE0990.Superseded values are not recommended for survey control.
 HE0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0990.See file dsdata.txt to determine how the superseded data were derived.
 HE0990
 HE0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5931448719(NAD 83)
 HE0990_MARKER: 53 = ELEVATED TANK
 HE0990
 HE0990  HISTORY     - Date     Condition        Report By
 HE0990  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE0990
 HE0990                          STATION DESCRIPTION
 HE0990
 HE0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0990'THE STATION IS THE CENTER OF THE MUNICIPAL WATER TANK OF
 HE0990'MINDENMINES, MISSOURI.  THE TANK IS PAINTED SILVER.  IT IS
 HE0990'SUPPORTED BY A STEEL FRAME.  IT IS A WOODEN TANK WITH FLAT
 HE0990'BOTTOM, CONICAL TOP AND VERTICAL SIDES.  THE YEAR IT WAS
 HE0990'ERECTED IS NOT KNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1541 ***********************************************************************
 JC1541  DESIGNATION -  MINEOLA
 JC1541  PID         -  JC1541
 JC1541  STATE/COUNTY-  MO/MONTGOMERY
 JC1541  USGS QUAD   -  WILLIAMSBURG (1985)
 JC1541
 JC1541                         *CURRENT SURVEY CONTROL
 JC1541  ___________________________________________________________________
 JC1541* NAD 83(1997)-  38 53 55.41851(N)    091 38 07.12959(W)     ADJUSTED  
 JC1541* NAVD 88     -       250.9    (meters)     823.     (feet)  VERTCON   
 JC1541  ___________________________________________________________________
 JC1541  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 JC1541  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JC1541
 JC1541  HORZ ORDER  -  SECOND
 JC1541
 JC1541.The horizontal coordinates were established by classical geodetic methods
 JC1541.and adjusted by the National Geodetic Survey in February 2000..
 JC1541
 JC1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1541
 JC1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1541
 JC1541.The geoid height was determined by GEOID03.
 JC1541
 JC1541;                    North         East     Units Scale Factor Converg.
 JC1541;SPC MO E     -   340,801.554   151,516.995   MT  1.00005272   -0 42 46.7
 JC1541;UTM  15      - 4,306,423.431   618,341.235   MT  0.99977245   +0 51 25.4
 JC1541
 JC1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1541!SPC MO E     -   0.99996570  x   1.00005272  =   1.00001842
 JC1541!UTM  15      -   0.99996570  x   0.99977245  =   0.99973816
 JC1541
 JC1541:                Primary Azimuth Mark                     Grid Az
 JC1541:SPC MO E     -  MINEOLA AZ MK                            136 56 17.2
 JC1541:UTM  15      -  MINEOLA AZ MK                            135 22 05.1
 JC1541
 JC1541|---------------------------------------------------------------------|
 JC1541| PID    Reference Object                     Distance      Geod. Az  |
 JC1541|                                                           dddmmss.s |
 JC1541| CN7477 MINEOLA AZ MK                                      1361330.5 |
 JC1541| CN7478 MINEOLA RM 1                         49.478 METERS 23648     |
 JC1541| CN7479 MINEOLA RM 2                         32.025 METERS 30221     |
 JC1541|---------------------------------------------------------------------|
 JC1541
 JC1541                          SUPERSEDED SURVEY CONTROL
 JC1541
 JC1541  NAD 83(1986)-  38 53 55.43445(N)    091 38 07.13222(W) AD(       ) 2
 JC1541  NAD 27      -  38 53 55.29019(N)    091 38 06.52691(W) AD(       ) 2
 JC1541  NGVD 29 (07/19/86)  250.9    (m)          823.     (f) VERT ANG       
 JC1541
 JC1541.Superseded values are not recommended for survey control.
 JC1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1541.See file dsdata.txt to determine how the superseded data were derived.
 JC1541
 JC1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD1834106423(NAD 83)
 JC1541_MARKER: DD = SURVEY DISK
 JC1541_SETTING: 0 = UNSPECIFIED SETTING
 JC1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1541+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 JC1541
 JC1541  HISTORY     - Date     Condition        Report By
 JC1541  HISTORY     - 1970     MONUMENTED       USGS
 JC1541  HISTORY     - 20011203 GOOD             INDIV
 JC1541
 JC1541                          STATION DESCRIPTION
 JC1541
 JC1541'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1541'THE STATION IS LOCATED ABOUT 3.5 MI W. AND 0.5 MI N. OF MINEOLA,
 JC1541'IN THE SW. QUARTER OF SEC. 30, T. 48 N., R. 6 W., AND IN THE
 JC1541'RIGHT-OF-WAY OF INTERSTATE HWY. 70.
 JC1541'
 JC1541'TO REACH THE STATION FROM THE POST OFFICE AT MINEOLA, DRIVE W. ON
 JC1541'CO. HWY. N FOR 3.7 MI TO THE OVERPASS BRIDGE OF HWY. N OVER
 JC1541'I-70, CONTINUE WESTERLY ON THE S. OUTER RD. FOR 0.2 MI TO THE
 JC1541'STATION ON THE RIGHT.
 JC1541'
 JC1541'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD TABLETS STAMPED
 JC1541'MINEOLA 1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN
 JC1541'ABOUT FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 JC1541'
 JC1541'THE STATION IS 63.5 FT N. OF THE CENTER OF THE S. OUTER RD., 510
 JC1541'FT E.-NE. OF THE JCT. OF A PRIVATE RD. LEADING S. AND 1 FT N. OF
 JC1541'A METAL WITNESS POST.
 JC1541'
 JC1541'REFERENCE MARK 1 IS 162.33 FT (49.478 M.) S.-SW. OF STATION, 91 FT
 JC1541'S. OF CENTER OF THE S. OUTER RD., 22 FT W. OF A POWER LINE POLE,
 JC1541'8 FT W.-NW. OF A LONE CEDAR BUSH, 2 FT N. OF A FENCE AND 1 FT N. OF
 JC1541'A METAL WITNESS POST.
 JC1541'
 JC1541'REFERENCE MARK 2 IS 105.07 FT (32.025 M.) W. OF STATION, 53 FT
 JC1541'N. OF CENTER OF RD. AND 1 FT E. OF A METAL WITNESS POST.  DISTANCE
 JC1541'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 152.55 FT (46.498 M.)
 JC1541'
 JC1541'AZIMUTH MARK IS 0.5 MI E.-SE. ALONG CO. HWY. N FROM STATION, 193
 JC1541'FT E.-SE. OF JCT. OF A FIELD APPROACH TO S., 70 FT S.-SW. OF
 JC1541'CENTER CO. HWY. N, 70 FT W. OF A LONE CEDAR TREE, 1.5 FT N. OF A
 JC1541'POWER LINE POLE AND 1 FT N. OF A METAL WITNESS POST.
 JC1541
 JC1541                          STATION RECOVERY (2001)
 JC1541
 JC1541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RSL)
 JC1541'MARK WAS RECOVERED AS DESCRIBED. THE STATION IS IN THE I-70 RIGHT OF
 JC1541'WAY, BETWEEN THE EAST BOUND LANE AND THE SOUTH SERVICE ROAD (OLD U.S.
 JC1541'40) THERE ARE SMALL TREES IN THE AREA, BUT IT COULD BE USED FOR GPS.
 JC1541'MO PLS 2001015258
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1775 ***********************************************************************
 GD1775  DESIGNATION -  MINER
 GD1775  PID         -  GD1775
 GD1775  STATE/COUNTY-  MO/SCOTT
 GD1775  USGS QUAD   -  SIKESTON NORTH (1979)
 GD1775
 GD1775                         *CURRENT SURVEY CONTROL
 GD1775  ___________________________________________________________________
 GD1775* NAD 83(1997)-  36 53 13.16246(N)    089 33 59.43063(W)     ADJUSTED  
 GD1775* NAVD 88     -        94.42   (+/-2cm)     309.8    (feet)  VERTCON   
 GD1775  ___________________________________________________________________
 GD1775  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 GD1775  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GD1775
 GD1775  HORZ ORDER  -  THIRD
 GD1775  VERT ORDER  -  THIRD ? (See Below)
 GD1775
 GD1775.This mark is at Sikeston Mem Municipal Airport (SIK)
 GD1775
 GD1775.The horizontal coordinates were established by classical geodetic methods
 GD1775.and adjusted by the National Geodetic Survey in February 2000..
 GD1775
 GD1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1775.The vertical order pertains to the NGVD 29 superseded value.
 GD1775
 GD1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1775
 GD1775.The geoid height was determined by GEOID03.
 GD1775
 GD1775;                    North         East     Units Scale Factor Converg.
 GD1775;SPC MO E     -   117,318.800   333,209.939   MT  1.00001860   +0 33 37.3
 GD1775;UTM  16      - 4,085,411.826   271,283.088   MT  1.00024449   -1 32 28.3
 GD1775
 GD1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1775!SPC MO E     -   0.99998962  x   1.00001860  =   1.00000822
 GD1775!UTM  16      -   0.99998962  x   1.00024449  =   1.00023411
 GD1775
 GD1775:                Primary Azimuth Mark                     Grid Az
 GD1775:SPC MO E     -  MINER AZ MK                              027 01 32.8
 GD1775:UTM  16      -  MINER AZ MK                              029 07 38.4
 GD1775
 GD1775|---------------------------------------------------------------------|
 GD1775| PID    Reference Object                     Distance      Geod. Az  |
 GD1775|                                                           dddmmss.s |
 GD1775| CG4594 MINER AZ MK                                        0273510.1 |
 GD1775| GD1786 SW BELL TELE RAD KAF 243 MAST       APPROX. 5.6 KM 0491751.9 |
 GD1775| CG4596 MINER RM 1                           47.506 METERS 06946     |
 GD1775| CG4595 MINER AZ MK 2                                      0801109.4 |
 GD1775| GD1774 AIRPORT BCN SIKESTON MUN APT        111.874 METERS 13931     |
 GD1775| GD1779 SIKESTON ELEC CO COOP MAST          APPROX. 1.3 KM 2265816.5 |
 GD1775| GD1782 SIKESTON MUNICIPAL TANK             APPROX. 2.0 KM 2421534.4 |
 GD1775| CG4597 MINER RM 2                           33.312 METERS 33321     |
 GD1775|---------------------------------------------------------------------|
 GD1775
 GD1775                          SUPERSEDED SURVEY CONTROL
 GD1775
 GD1775  NAD 83(1997)-  36 53 13.16233(N)    089 33 59.43039(W) AD(       ) 3
 GD1775  NAD 83(1997)-  36 53 13.16593(N)    089 33 59.42970(W) AD(       ) 3
 GD1775  NAD 83(1997)-  36 53 13.17314(N)    089 33 59.42716(W) AD(       ) 3
 GD1775  NAD 83(1986)-  36 53 13.17368(N)    089 33 59.43193(W) AD(       ) 3
 GD1775  NAD 27      -  36 53 12.98850(N)    089 33 59.14870(W) AD(       ) 3
 GD1775  NGVD 29 (07/19/86)   94.35   (m)          309.5    (f) LEVELING    3  
 GD1775
 GD1775.Superseded values are not recommended for survey control.
 GD1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1775.See file dsdata.txt to determine how the superseded data were derived.
 GD1775
 GD1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF7128385412(NAD 83)
 GD1775_MARKER: DS = TRIANGULATION STATION DISK
 GD1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1775+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD1775
 GD1775  HISTORY     - Date     Condition        Report By
 GD1775  HISTORY     - 1955     MONUMENTED       CGS
 GD1775  HISTORY     - 1970     GOOD             NGS
 GD1775  HISTORY     - 20020817 GOOD             USACE
 GD1775
 GD1775                          STATION DESCRIPTION
 GD1775
 GD1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1775'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF SIKESTON, NEAR THE
 GD1775'SOUTHWEST CORNER OF THE SIKESTON MUNICIPAL AIRPORT, JUST NORTH OF A
 GD1775'GROUP OF HANGERS.
 GD1775'
 GD1775'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 61
 GD1775'AND 60-62 IN SIKESTON, GO EAST ON HIGHWAY 60-62 FOR 0.9 MILE TO A
 GD1775'CAUTION LIGHT AT SELMA STREET, TURN LEFT N ACROSS RAILROAD TRACK,
 GD1775'TURN LEFT AND CONTINUE WEST THEN NORTH ON PAVED ROAD FOR 0.3 MILE
 GD1775'TO STATION ON RIGHT JUST AFTER PASSING WEST OF A GROUP OF
 GD1775'HANGERS.
 GD1775'
 GD1775'THE STATION MARK IS A STANDARD DISK, STAMPED MINER 1955, SET IN THE
 GD1775'TOP OF A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 GD1775'SURFACE OF THE GROUND.  IT IS 47 FEET EAST OF THE CENTERLINE OF
 GD1775'PAVED ROAD, 55 FEET NORTHEAST OF THE NORTHWEST CORNER OF HANGER,
 GD1775'AND ABOUT 160 FEET WEST OF THE WEST EDGE OF A CONCRETE RAMP IN
 GD1775'FRONT OF HANGERS.
 GD1775'
 GD1775'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MINER NO 1 1955, SET IN
 GD1775'THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH
 GD1775'ABOVE GROUND.  IT IS 3 FEET WEST OF THE EDGE OF CONCRETE RAMP,
 GD1775'DIRECTLY BENEATH SINGLE-CABLE BARRIER, AND 2 FEET SOUTH OF THE
 GD1775'NORTH END OF THE BARRIER.
 GD1775'
 GD1775'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MINER NO 2 1955, SET IN
 GD1775'THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES
 GD1775'ABOVE GROUND.  IT IS 2 FEET N OF A POWER LINE POLE, AND 7 FEET EAST
 GD1775'OF EDGE OF PAVED ROAD.
 GD1775'
 GD1775'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MINER 1955, SET IN THE
 GD1775'TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 GD1775'GROUND.  IT IS IN THE EAST CORNER OF THE INTERSECTION OF THE NE-SW
 GD1775'AND NW-SE RUNWAYS, 2 FEET NORTHEAST OF A GROUP OF 3 RUNWAY LIGHTS
 GD1775'WHICH ARE 18 INCHES APART, AND 1 FOOT NORTHWEST OF A STANDARD
 GD1775'WHITE WITNESS POST.
 GD1775'
 GD1775'TO REACH AZIMUTH MARK FROM S END OF CONCRETE TAXIING STRIP, GO EAST
 GD1775'ON DIRT ROAD FOR 0.2 MILE TO CROSS ROAD, TURN LEFT AND GO NORTH AND
 GD1775'NORTHEAST FOR 0.4 MILE TO END OF NW-SE RUNWAY, FOLLOW TRACK ROAD
 GD1775'ALONG NE SIDE OF RUNWAY FOR 0.2 MILE TO MARK ON RIGHT.
 GD1775
 GD1775                          STATION RECOVERY (1970)
 GD1775
 GD1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1775'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GD1775'THE AZIMUTH MARK WAS NOT FOUND AND IS ASSUMED TO HAVE BEEN DESTROYED
 GD1775'BY IMPROVEMENT TO THE AIRPORT AND THE GOLF COURSE NEAR BY.  LINE OF
 GD1775'SIGHT TO AZIMUTH MARK OBSTRUCTED BY A HANGER AND MORE THOROUGH
 GD1775'SEARCH COULD NOT BE MADE.  A NEW AZIMUTH MARK WAS SET.  THE DISTANCE
 GD1775'AND DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DIRECTION
 GD1775'BETWEEN THE MAST AND WATER TANK FAILED TO CHECK
 GD1775'ASSUMED THAT THE LIGHT ON THE SIDE OF THE MAST INSTEAD
 GD1775'OF THE CENTER WAS TAKEN BEFORE AND THE DIRECTION ON THE WATER TANK
 GD1775'SHOULD BE CONSIDERED AS CORRECT.  A NEW DESCRIPTION FOLLOWS.
 GD1775'
 GD1775'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF SIKESTON, ABOUT 350
 GD1775'FEET NORTHWEST OF THE SIKESTON MUNICIPAL AIRPORT OFFICE, 174 FEET
 GD1775'WEST OF THE WEST EDGE OF HANGER PARKING AREA, 147 FEET SOUTHWEST OF
 GD1775'THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 103 FEET
 GD1775'SOUTHEAST OF A FIRE HYDRANT, 87 FEET EAST OF CENTERLINE OF OILED
 GD1775'ROAD, 55 FEET NORTHEAST OF THE NORTHWEST CORNER OF ADDITION TO
 GD1775'METAL HANGER AND 40 FEET NORTHEAST OF A POWER TRANSFORMER POLE.
 GD1775'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MINER 1955.
 GD1775'
 GD1775'REFERENCE MARK 1 IS 122 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GD1775'BLOCK BUILDING, 63 FEET NORTH OF THE NORTHEAST CORNER OF ADDITION TO
 GD1775'THE HANGER, 30 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH SIDEWALK
 GD1775'AND 19 FEET WEST OF THE WEST EDGE OF PARKING AREA SET DIRECTLY
 GD1775'UNDER A CABLE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GD1775'MINER NO 1 1955.
 GD1775'
 GD1775'REFERENCE MARK 2 IS 93 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GD1775'BLOCK BUILDING, 62 FEET EAST OF CENTERLINE OF THE ROAD, 18 FEET
 GD1775'NORTHWEST OF A 10 INCH PINE TREE, 6 FEET NORTHWEST OF THE FIRE
 GD1775'HYDRANT AND 4 FEET NORTH OF POWER AND LIGHT POLE NO. 13.  MONUMENT IS
 GD1775'FLUSH AND THE DISK IS STAMPED MINER NO 2 1955.
 GD1775'
 GD1775'THE AZIMUTH MARK IS 24 FEET EAST OF EAST RAIL OF RAILROAD SIDE TRACK,
 GD1775'62 FEET SOUTHEAST OF SOUTHWEST CORNER OF CONCRETE BLOCK BUILDING,
 GD1775'CAPROCO INC., 21 FEET SOUTH OF CENTERLINE OF GRADED DRIVEWAY, 2
 GD1775'FEET SOUTHEAST OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS
 GD1775'POST, 65 FEET EAST OF A FIRE HYDRANT.  MONUMENT PROJECTS 5 INCHES
 GD1775'AND DISK IS STAMPED MINER 1955 1970.
 GD1775'
 GD1775'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GD1775
 GD1775                          STATION RECOVERY (2002)
 GD1775
 GD1775'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1686 ***********************************************************************
 JC1686  DESIGNATION -  MINES RESET
 JC1686  PID         -  JC1686
 JC1686  STATE/COUNTY-  MO/WASHINGTON
 JC1686  USGS QUAD   -  OLD MINES (1981)
 JC1686
 JC1686                         *CURRENT SURVEY CONTROL
 JC1686  ___________________________________________________________________
 JC1686* NAD 83(1997)-  38 00 59.65450(N)    090 46 28.03959(W)     ADJUSTED  
 JC1686* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 JC1686  ___________________________________________________________________
 JC1686  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 JC1686  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 JC1686
 JC1686  HORZ ORDER  -  THIRD
 JC1686
 JC1686.The horizontal coordinates were established by classical geodetic methods
 JC1686.and adjusted by the National Geodetic Survey in February 2000..
 JC1686
 JC1686.The orthometric height was scaled from a topographic map.
 JC1686
 JC1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1686
 JC1686.The geoid height was determined by GEOID03.
 JC1686
 JC1686;                    North         East     Units Scale Factor Converg.
 JC1686;SPC MO E     -   242,306.946   225,900.913   MT  0.99994048   -0 10 08.5
 JC1686;UTM  15      - 4,209,991.100   695,364.866   MT  1.00007010   +1 22 16.0
 JC1686
 JC1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1686!SPC MO E     -   0.99995540  x   0.99994048  =   0.99989588
 JC1686!UTM  15      -   0.99995540  x   1.00007010  =   1.00002549
 JC1686
 JC1686|---------------------------------------------------------------------|
 JC1686| PID    Reference Object                     Distance      Geod. Az  |
 JC1686|                                                           dddmmss.s |
 JC1686| CI4651 MINES RM 3                           21.040 METERS 09149     |
 JC1686| CI4649 MINES RM 1                           20.998 METERS 09215     |
 JC1686| CI4648 MINES AZ MK                                        0983702.6 |
 JC1686| JC1687 MINES AZ MK 2                       APPROX. 0.5 KM 0985613.1 |
 JC1686| CI4650 MINES RM 2                           19.626 METERS 18050     |
 JC1686|---------------------------------------------------------------------|
 JC1686
 JC1686                          SUPERSEDED SURVEY CONTROL
 JC1686
 JC1686  NAD 83(1997)-  38 00 59.65991(N)    090 46 28.03860(W) AD(       ) 3
 JC1686  NAD 83(1986)-  38 00 59.66874(N)    090 46 28.03755(W) AD(       ) 3
 JC1686  NAD 27      -  38 00 59.47600(N)    090 46 27.56300(W) AD(       ) 3
 JC1686
 JC1686.Superseded values are not recommended for survey control.
 JC1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1686.See file dsdata.txt to determine how the superseded data were derived.
 JC1686
 JC1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC9536509991(NAD 83)
 JC1686_MARKER: DS = TRIANGULATION STATION DISK
 JC1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1686
 JC1686  HISTORY     - Date     Condition        Report By
 JC1686  HISTORY     - 1956     MONUMENTED       CGS
 JC1686  HISTORY     - 1977     SEE DESCRIPTION  NGS
 JC1686  HISTORY     - 1977     POOR             LOCSUR
 JC1686
 JC1686                          STATION DESCRIPTION
 JC1686
 JC1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1686'STATION IS LOCATED, AIRLINE, ABOUT 6-1/2 MILES NORTH OF POTOSI,
 JC1686'1 MILE WEST OF OLD MINES AND ON TOP OF A RISE NORTH OF A GRADED
 JC1686'ROAD.
 JC1686'
 JC1686'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE IN OLD
 JC1686'MINES GO NORTH ON STATE HIGHWAY 21 FOR 0.05 MILE TO A STORE AND
 JC1686'SERVICE STATION ON THE LEFT, TURN LEFT ON A SIDE ROAD JUST SOUTH
 JC1686'OF THE STORE AND GO 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT,
 JC1686'CONTINUE WEST FOR 0.35 MILE TO THE TOP OF THE RISE AND THE
 JC1686'STATION ON THE RIGHT AT A DIM SIDE ROAD.
 JC1686'
 JC1686'STATION MARK, STAMPED MINES 1956, IS A STANDARD DISK SET IN THE
 JC1686'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 JC1686'IS IN THE NORTHWEST CORNER OF THE INTERSECTION OF THE MAIN ROAD
 JC1686'AND A SIDE ROAD NORTH, 32.5 FEET NORTH OF THE CENTERLINE OF
 JC1686'THE MAIN ROAD AND 6.0 FEET EAST OF A WITNESS POST.
 JC1686'
 JC1686'REFERENCE MARK NUMBER 1, STAMPED MINES NO 1 1956, IS A STANDARD
 JC1686'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JC1686'PROJECTS 6 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 JC1686'IT IS 14.0 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD.
 JC1686'
 JC1686'REFERENCE MARK NUMBER 2, STAMPED MINES NO 2 1956, IS A STANDARD
 JC1686'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JC1686'PROJECTS 6 INCHES AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 JC1686'IT IS 20.0 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD.
 JC1686'
 JC1686'AZIMUTH MARK, STAMPED MINES 1956, IS A STANDARD DISK SET IN THE
 JC1686'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 JC1686'IT IS 14.0 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD.
 JC1686'
 JC1686'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 JC1686
 JC1686                          STATION RECOVERY (1977)
 JC1686
 JC1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JC1686'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 JC1686'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND BROKEN
 JC1686'OFF AND REFERENCE MARK 1 WAS FOUND PUSHED OVER.  THE AZIMUTH MARK
 JC1686'WAS NOT FOUND AND IT IS BELEIVED THIS MARK WAS DESTROYED BY
 JC1686'PREVIOUS ROAD CONSTRUCTION.  THE ANGLE FROM THE OLD MINES CHURCH
 JC1686'SPIRE TO REFERENCE MARK 2 CHECKED THE PREVIOUS ANGLE BY 10
 JC1686'SECONDS AND THE DISTANCE TO REFERENCE MARK 2 CHECKED THE
 JC1686'PREVIOUS DISTANCE.
 JC1686'
 JC1686'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 JC1686'
 JC1686'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF POTOSI AND 1.0 MILE
 JC1686'WEST OF OLD MINES, ON TOP OF A HILL AND AT THE SITE OF A TRASH
 JC1686'DUMPING AREA.  ON ROAD RIGHT-OF-WAY PROPERTY.
 JC1686'
 JC1686'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 47 AND 21 IN
 JC1686'OLD MINES, GO NORTH ON HIGHWAYS FOR 0.25 MILE TO A SIDE ROAD ON THE
 JC1686'LEFT AT THE SOUTH SIDE OF AN OLD SERVICE STATION BUILDING, TURN
 JC1686'LEFT AND GO WESTERLY ON A SURFACED ROAD FOR 0.7 MILE TO THE AZIMUTH
 JC1686'MARK 2 ON THE LEFT, CONTINUE WESTERLY AND UPHILL ON THE SURFACED
 JC1686'ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 JC1686'
 JC1686'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED MINES 1956 1977,
 JC1686'SET IN THE TOP OF A 12 INCH CONCRETE POST THAT IS FLUSH WITH THE
 JC1686'GROUND SURFACE.  IT IS 87 FEET NORTHWEST OF A POWER POLE, 31.5 FEET
 JC1686'NORTH OF THE CENTER OF THE SURFACED ROAD, 22 FEET SOUTHEAST OF AN
 JC1686'18-INCH OAK TREE, 11.5 FEET SOUTH OF A 12-INCH OAK TREE, 4 FEET
 JC1686'EAST OF A METAL WITNESS POST AND AT THE NORTHWEST ANGLE OF THE
 JC1686'INTERSECTION OF THE SURFACED ROAD AND A DIRT TRACK ROAD.  A
 JC1686'PIECE OF REBAR PLACED IN CONCRETE STATION MONUMENT.  THE
 JC1686'UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED MINES 1956,
 JC1686'SET IN AN IRREGULAR MASS OF CONCRETE IN ROCKY SOIL ABOUT 2 FEET
 JC1686'BELOW THE GROUND SURFACE.
 JC1686'
 JC1686'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MINES NO 2 1956, SET IN
 JC1686'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 JC1686'ABOVE THE GROUND SURFACE.  IT IS 90 FEET EAST OF A METAL CABLE BOX
 JC1686'THAT PROJECTS 3 FEET, 79 FEET WEST-SOUTHWEST OF A POWER POLE AND
 JC1686'35 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD.
 JC1686'
 JC1686'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MINES 1956 NO 3 1977, SET
 JC1686'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 JC1686'INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET NORTH-NORTHWEST OF
 JC1686'THE POWER POLE AND 24 FEET NORTH OF THE CENTER OF THE SURFACE
 JC1686'ROAD.
 JC1686'
 JC1686'THE AZIMUTH MARK 2 IS A STANDARD DISK STAMPED MINES 1956 AZ 2 1977,
 JC1686'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 JC1686'THE SURFACE OF THE GROUND.  IT IS 58 FEET SOUTHWEST OF A POWER
 JC1686'POLE, 28 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD AND 2 FEET
 JC1686'WEST OF A METAL WITNESS POST.
 JC1686'
 JC1686'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES NORTH
 JC1686'OF POTOSI.
 JC1686
 JC1686                          STATION RECOVERY (1977)
 JC1686
 JC1686'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (FAR)
 JC1686'MINES (NO MARKS) TOP OF MARKER BROKEN OFF BY BULL DOZER.
 JC1686'
 JC1686'RM NO. 1 1956 TOP OF MARKER SLANTING APPOX 20 DEGREES.
 JC1686'
 JC1686'RM NO. 2 1956 RECOVERED GOOD CONDITION (UNTOUCHED).
 JC1686'
 JC1686'AZ MARK OUT (NO TRACE IN VICINITY).
 JC1686'
 JC1686'AZ MARK WAS SET IN MAIN ROAD SHOULDER SLOPE, MOVED DURING
 JC1686'POWER/TELEPHONE LINE CONSTRUCTION.
 JC1686'
 JC1686'MINES WAS SET WHERE LATER TRASH AND GARBAGE DUMPINGS WERE BULLDOZED
 JC1686'AWAY FOR CLEARING BY COUNTY ROAD CREWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0994 ***********************************************************************
 HC0994  DESIGNATION -  MINI
 HC0994  PID         -  HC0994
 HC0994  STATE/COUNTY-  MO/IRON
 HC0994  USGS QUAD   -  DES ARC (1980)
 HC0994
 HC0994                         *CURRENT SURVEY CONTROL
 HC0994  ___________________________________________________________________
 HC0994* NAD 83(1997)-  37 22 28.98218(N)    090 38 42.70359(W)     ADJUSTED  
 HC0994* NAVD 88     -       280.94   (+/-2cm)     921.7    (feet)  VERTCON   
 HC0994  ___________________________________________________________________
 HC0994  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 HC0994  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HC0994
 HC0994  HORZ ORDER  -  THIRD
 HC0994  VERT ORDER  -  THIRD ? (See Below)
 HC0994
 HC0994.The horizontal coordinates were established by classical geodetic methods
 HC0994.and adjusted by the National Geodetic Survey in February 2000..
 HC0994
 HC0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0994.The vertical order pertains to the NGVD 29 superseded value.
 HC0994
 HC0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0994
 HC0994.The geoid height was determined by GEOID03.
 HC0994
 HC0994;                    North         East     Units Scale Factor Converg.
 HC0994;SPC MO E     -   171,046.258   237,140.462   MT  0.99993537   -0 05 17.3
 HC0994;UTM  15      - 4,139,044.029   708,504.188   MT  1.00013554   +1 25 47.8
 HC0994
 HC0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0994!SPC MO E     -   0.99996053  x   0.99993537  =   0.99989590
 HC0994!UTM  15      -   0.99996053  x   1.00013554  =   1.00009606
 HC0994
 HC0994|---------------------------------------------------------------------|
 HC0994| PID    Reference Object                     Distance      Geod. Az  |
 HC0994|                                                           dddmmss.s |
 HC0994| CI4652 MINI RM 1                            21.979 METERS 04928     |
 HC0994| CI4653 MINI RM 2                            21.787 METERS 19557     |
 HC0994| HC0996 VULCAN                              APPROX. 9.8 KM 2242743.8 |
 HC0994|---------------------------------------------------------------------|
 HC0994
 HC0994                          SUPERSEDED SURVEY CONTROL
 HC0994
 HC0994  NAD 83(1997)-  37 22 28.99328(N)    090 38 42.69958(W) AD(       ) 3
 HC0994  NAD 83(1986)-  37 22 28.99446(N)    090 38 42.70112(W) AD(       ) 3
 HC0994  NAD 27      -  37 22 28.80890(N)    090 38 42.29110(W) AD(       ) 3
 HC0994  NGVD 29 (07/19/86)  280.95   (m)          921.8    (f) LEVELING    3  
 HC0994
 HC0994.Superseded values are not recommended for survey control.
 HC0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0994.See file dsdata.txt to determine how the superseded data were derived.
 HC0994
 HC0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB0850439044(NAD 83)
 HC0994_MARKER: DS = TRIANGULATION STATION DISK
 HC0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HC0994
 HC0994  HISTORY     - Date     Condition        Report By
 HC0994  HISTORY     - 1963     MONUMENTED       CGS
 HC0994
 HC0994                          STATION DESCRIPTION
 HC0994
 HC0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 HC0994'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF
 HC0994'DES ARC, 3 MILES NORTHEAST OF ANNAPOLIS, IN THE NORTHEAST
 HC0994'1/4 OF SECTION 18, T 31 N, R 4 E. AND ON THE PROPERTY OF MRS.
 HC0994'JEANETTE ALEXANDER.  IT IS 4 FEET SOUTHEAST OF A WITNESS
 HC0994'POST, 13 FEET SOUTHEAST OF AN 8 INCH OAK TREE WITH A
 HC0994'TRIANGULAR BLAZE ON ITS EAST SIDE, 15 FEET SOUTHWEST OF A
 HC0994'TWIN TRUNK OAK TREE AND 25 FEET NORTHWEST OF A TRIPLE TRUNK
 HC0994'OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HC0994'STAMPED MINI 1963.
 HC0994'
 HC0994'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 49 AND COUNTY
 HC0994'ROAD K IN ANNAPOLIS, GO EASTERLY ON STATE HIGHWAY 49 FOR
 HC0994'1.4 MILES TO THE JUNCTION WITH COUNTY ROAD C.  TURN LEFT
 HC0994'AND GO NORTHEAST ON COUNTY ROAD C FOR 2.1 MILES TO A TRACK
 HC0994'ROAD LEFT JUST BEFORE REACHING THE TOP OF A HILL.  TURN
 HC0994'LEFT AND GO NORTHEAST AND NORTH ON THE TRACK ROAD FOR 0.2
 HC0994'MILE TO A FORK.  TURN LEFT HERE LEAVING THE TRACK ROAD AND
 HC0994'GO WEST FOR 0.05 MILE TO THE TOP OF A HILL AND THE STATION.
 HC0994'
 HC0994'REFERENCE MARK 1 IS 3 FEET SOUTH OF AN 8 INCH OAK TREE, 12
 HC0994'FEET EAST OF A TWIN TRUNK OAK TREE AND 73 FEET NORTHEAST
 HC0994'OF THE WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE
 HC0994'DISK IS STAMPED MINI NO 1 1963.
 HC0994'
 HC0994'REFERENCE MARK 2 IS 12 FEET NORTH OF A 12 INCH OAK TREE, 13 FEET
 HC0994'SOUTH OF A 6 INCH HICKORY TREE AND 73 FEET SOUTH OF THE
 HC0994'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 HC0994'IS STAMPED MINI NO 2 1963.
 HC0994'
 HC0994'NO SUTIABLE PLACE FOR AN AZIMUTH MARK OR REFERENCE MARK 3
 HC0994'COULD BE FOUND.
 HC0994'
 HC0994'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1505 ***********************************************************************
 KE1505  DESIGNATION -  MINNICK
 KE1505  PID         -  KE1505
 KE1505  STATE/COUNTY-  MO/PLATTE
 KE1505  USGS QUAD   -  PLATTE CITY (1975)
 KE1505
 KE1505                         *CURRENT SURVEY CONTROL
 KE1505  ___________________________________________________________________
 KE1505* NAD 83(1997)-  39 16 57.98428(N)    094 50 03.64128(W)     ADJUSTED  
 KE1505* NAVD 88     -       274.     (meters)     899.     (feet)  VERTCON   
 KE1505  ___________________________________________________________________
 KE1505  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 KE1505  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KE1505
 KE1505  HORZ ORDER  -  SECOND
 KE1505
 KE1505.The horizontal coordinates were established by classical geodetic methods
 KE1505.and adjusted by the National Geodetic Survey in February 2000..
 KE1505
 KE1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1505
 KE1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1505
 KE1505.The geoid height was determined by GEOID03.
 KE1505
 KE1505;                    North         East     Units Scale Factor Converg.
 KE1505;SPC MO W     -   345,893.823   821,154.213   MT  0.99995142   -0 12 42.1
 KE1505;UTM  15      - 4,349,760.818   341,789.622   MT  0.99990820   -1 09 41.9
 KE1505
 KE1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1505!SPC MO W     -   0.99996208  x   0.99995142  =   0.99991351
 KE1505!UTM  15      -   0.99996208  x   0.99990820  =   0.99987029
 KE1505
 KE1505:                Primary Azimuth Mark                     Grid Az
 KE1505:SPC MO W     -  FARLEY ST JOHNS LUTH CH SP               141 16 39.1
 KE1505:UTM  15      -  FARLEY ST JOHNS LUTH CH SP               142 13 38.9
 KE1505
 KE1505|---------------------------------------------------------------------|
 KE1505| PID    Reference Object                     Distance      Geod. Az  |
 KE1505|                                                           dddmmss.s |
 KE1505| CL6515 FARLEY ST JOHNS LUTH CH SP                         1410357.0 |
 KE1505| KE1507 LEAVENWORTH VA HOSP WATER TK        APPROX. 4.8 KM 2691148.8 |
 KE1505|---------------------------------------------------------------------|
 KE1505
 KE1505                          SUPERSEDED SURVEY CONTROL
 KE1505
 KE1505  NAD 83(1997)-  39 16 57.98426(N)    094 50 03.64130(W) AD(       ) 2
 KE1505  NAD 83(1997)-  39 16 57.98949(N)    094 50 03.63403(W) AD(       ) 2
 KE1505  NAD 83(1986)-  39 16 57.98955(N)    094 50 03.63372(W) AD(       ) 2
 KE1505  NAD 27      -  39 16 57.99084(N)    094 50 02.77639(W) AD(       ) 2
 KE1505  NGVD 29 (07/19/86)  274.     (m)          899.     (f) VERT ANG       
 KE1505
 KE1505.Superseded values are not recommended for survey control.
 KE1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1505.See file dsdata.txt to determine how the superseded data were derived.
 KE1505
 KE1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4179049761(NAD 83)
 KE1505_MARKER: DD = SURVEY DISK
 KE1505_SETTING: 0 = UNSPECIFIED SETTING
 KE1505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1505
 KE1505  HISTORY     - Date     Condition        Report By
 KE1505  HISTORY     - 1974     MONUMENTED       USE
 KE1505
 KE1505                          STATION DESCRIPTION
 KE1505
 KE1505'DESCRIBED BY US ENGINEERS 1974
 KE1505'PLATTE CO., MISSOURI, T-52-N, R-35-W, NEAR C-S 1/16 CORNER OF
 KE1505'SECTION 28, ABOUT 600 FT N. OF SECTION LINE BETWEEN SECTIONS 28
 KE1505'AND 33.  THE STATION IS LOCATED NORTH OF FARLEY CEMETARY ON
 KE1505'EDGE OF CUT ABOUT 75 FT N. OF RESIDENCE OF MR. MINNICK.  A C OF
 KE1505'E DISC STAMPED MINNICK-1974 SET IN TOP OF CONCRETE POST FLUSH
 KE1505'WITH GROUND.
 KE1505'
 KE1505'TO REACH--FROM INTERESECTION OF STATE HWY. 45 AND MAIN ST. IN
 KE1505'FARLEY, MO., GO NORTH ON MAIN ST. .2 MILE TO TOP OF HILL AND
 KE1505'STATION ON RIGHT.
 KE1505'
 KE1505'NOTE--MR. MINNICK WAS CONTACTED AND GAVE VERBAL PERMISSION TO
 KE1505'SET THIS POINT.
 KE1505'
 KE1505'REFERENCES--SLOPE DIST.
 KE1505'
 KE1505'1.76 FT NNE. TO STEEL POST AND SIGN.
 KE1505'
 KE1505'1.70 FT SSW. TO STEEL POST AND SIGN.
 KE1505'
 KE1505'23.20 FT S. TO SHINER IN 3 IN PEACH TREE.
 KE1505'
 KE1505'14.95 FT NNW. TO SHINER IN 3 IN LOCUST.
 KE1505'
 KE1505'103.7 FT E. TO 1/2 IN REBAR (PROPERTY CORNER)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0911 ***********************************************************************
 HC0911  DESIGNATION -  MINNITH
 HC0911  PID         -  HC0911
 HC0911  STATE/COUNTY-  MO/STE GENEVIEVE
 HC0911  USGS QUAD   -  MINNITH (1980)
 HC0911
 HC0911                         *CURRENT SURVEY CONTROL
 HC0911  ___________________________________________________________________
 HC0911* NAD 83(1997)-  37 45 53.39067(N)    090 03 21.28580(W)     ADJUSTED  
 HC0911* NAVD 88     -       220.27   (+/-2cm)     722.7    (feet)  VERTCON   
 HC0911  ___________________________________________________________________
 HC0911  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 HC0911  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 HC0911
 HC0911  HORZ ORDER  -  THIRD
 HC0911  VERT ORDER  -  THIRD ? (See Below)
 HC0911
 HC0911.The horizontal coordinates were established by classical geodetic methods
 HC0911.and adjusted by the National Geodetic Survey in February 2000..
 HC0911
 HC0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0911.The vertical order pertains to the NGVD 29 superseded value.
 HC0911
 HC0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0911
 HC0911.The geoid height was determined by GEOID03.
 HC0911
 HC0911;                    North         East     Units Scale Factor Converg.
 HC0911;SPC MO E     -   214,424.396   289,126.998   MT  0.99995218   +0 16 19.1
 HC0911;UTM  15      - 4,183,805.530   759,335.032   MT  1.00042846   +1 48 14.5
 HC0911;UTM  16      - 4,184,121.760   230,812.321   MT  1.00049261   -1 52 21.5
 HC0911
 HC0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0911!SPC MO E     -   0.99997002  x   0.99995218  =   0.99992220
 HC0911!UTM  15      -   0.99997002  x   1.00042846  =   1.00039846
 HC0911!UTM  16      -   0.99997002  x   1.00049261  =   1.00046261
 HC0911
 HC0911:                Primary Azimuth Mark                     Grid Az
 HC0911:SPC MO E     -  MINNITH AZ MK                            018 41 40.4
 HC0911:UTM  15      -  MINNITH AZ MK                            017 09 45.0
 HC0911:UTM  16      -  MINNITH AZ MK                            020 50 21.0
 HC0911
 HC0911|---------------------------------------------------------------------|
 HC0911| PID    Reference Object                     Distance      Geod. Az  |
 HC0911|                                                           dddmmss.s |
 HC0911| CI4654 MINNITH AZ MK                                      0185759.5 |
 HC0911| CI4655 MINNITH AZ MK RESET                                0192846.5 |
 HC0911| HB1787 MEMPHIS ST LOUIS AWY BEACON 54      APPROX. 9.1 KM 0605207.4 |
 HC0911| CI4656 MINNITH RM 1                         20.473 METERS 06919     |
 HC0911| CI4658 MINNITH RM 3                         24.097 METERS 07446     |
 HC0911| HB1769 PERRYVILLE MUNICIPAL TOWER          APPROX.17.4 KM 1052241.3 |
 HC0911| HB1776 PERRYVILLE ST MARYS SEM TOWER       APPROX.15.0 KM 1062736.1 |
 HC0911| HB1777 PERRYVILLE MUNICIPAL STANDPIPE      APPROX.15.8 KM 1072451.2 |
 HC0911| CI4659 MINNITH RM 4                         29.840 METERS 14422     |
 HC0911| CI4657 MINNITH RM 2                         26.748 METERS 15213     |
 HC0911| HC0924 LIBERTYVILLE MISS R FUEL MAST       APPROX.18.0 KM 2601225.6 |
 HC0911|---------------------------------------------------------------------|
 HC0911
 HC0911                          SUPERSEDED SURVEY CONTROL
 HC0911
 HC0911  NAD 83(1997)-  37 45 53.39297(N)    090 03 21.28655(W) AD(       ) 3
 HC0911  NAD 83(1986)-  37 45 53.40132(N)    090 03 21.28312(W) AD(       ) 3
 HC0911  NAD 27      -  37 45 53.20500(N)    090 03 20.87100(W) AD(       ) 3
 HC0911  NGVD 29 (07/19/86)  220.39   (m)          723.1    (f) LEVELING    3  
 HC0911
 HC0911.Superseded values are not recommended for survey control.
 HC0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0911.See file dsdata.txt to determine how the superseded data were derived.
 HC0911
 HC0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB5933583806(NAD 83)
 HC0911_MARKER: DS = TRIANGULATION STATION DISK
 HC0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0911
 HC0911  HISTORY     - Date     Condition        Report By
 HC0911  HISTORY     - 1956     MONUMENTED       CGS
 HC0911  HISTORY     - 1961     GOOD             CGS
 HC0911
 HC0911                          STATION DESCRIPTION
 HC0911
 HC0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HC0911'THE STATION IS LOCATED AIRLINE, ABOUT 10 MILES SOUTHWEST OF
 HC0911'ST. MARYS AND ABOUT 2-1/2 MILES SOUTH-SOUTHWEST OF MINNITH
 HC0911'ON LAND OWNED AND OCCUPIED BY MR. R.L. BOLAND.
 HC0911'
 HC0911'THE STATION IS A STANDARD DISK STAMPED MINNITH 1956 SET IN TOP
 HC0911'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 HC0911'4 INCHES ABOVE THE GROUND.  IT IS 28 FEET WEST OF THE CENTER
 HC0911'LINE OF A GRAVELED ROAD AND 18 FEET WEST OF A WHITE WITNESS
 HC0911'POST.
 HC0911'
 HC0911'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MINNITH
 HC0911'NO 1 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HC0911'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HC0911'THE SAME ELEVATION AS THE STATION.  IT IS 17 FEET EAST OF
 HC0911'THE CENTER LINE OF THE GRAVELED ROAD AND 1 FOOT WEST OF A
 HC0911'NORTH-SOUTH FENCE LINE.
 HC0911'
 HC0911'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MINNITH
 HC0911'NO 2 1956 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HC0911'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HC0911'THE SAME ELEVATION AS THE STATION.  IT IS 15 FEET EAST OF
 HC0911'THE CENTER LINE OF THE GRAVELED ROAD AND 1 FOOT WEST OF
 HC0911'A NORTH-SOUTH FENCE LINE.
 HC0911'
 HC0911'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MINNITH 1956
 HC0911'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HC0911'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 18 FEET
 HC0911'EAST OF THE CENTER LINE OF A GRAVELED ROAD AND 5 FEET SOUTH
 HC0911'OF A FENCE CORNER.
 HC0911'
 HC0911'TO REACH THE STATION FROM THE POST OFFICE IN MINNITH, GO
 HC0911'SOUTHEASTERLY ON A GRAVELED ROAD FOR 1.9 MILES TO A DIAGONAL
 HC0911'CROSS ROAD, TURN RIGHT AND GO SOUTHWESTERLY AND SOUTH ON
 HC0911'A GRAVELED ROAD FOR 1.0 MILE TO A FENCE CORNER ON THE LEFT,
 HC0911'EAST SIDE AND THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD,
 HC0911'SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO A WHITE WITNESS
 HC0911'POST ON THE RIGHT, WEST SIDE AND THE STATION.
 HC0911
 HC0911                          STATION RECOVERY (1961)
 HC0911
 HC0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 HC0911'THIS STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND
 HC0911'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 HC0911'MARK AND BOTH REFERENCE MARKS.  THEY WERE MOVED.  A COMPLETE
 HC0911'DESCRIPTION FOLLOWS.
 HC0911'
 HC0911'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF ST. MARYS
 HC0911'AND ABOUT 2 AND 1/2 MILES SOUTH-SOUTHWEST OF THE SMALL VILLAGE
 HC0911'OF MINNITH ON LAND OWNED BY MR. RANDOLPH L. BOLIN, 191 FEET
 HC0911'NORTH OF THE NORTHEAST CORNER OF MR. BOLINS HOUSE, 41 FEET
 HC0911'WEST OF THE CENTER OF COUNTY ROAD N, 32 FEET NORTH OF A SOUTHEAST
 HC0911'FENCE CORNER, 2 FEET EAST OF A FENCE, AND 1 FOOT EAST OF
 HC0911'A WHITE WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE
 HC0911'DISK IS STAMPED MINNITH 1956.
 HC0911'
 HC0911'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 HC0911'AND COUNTY ROAD N ON SOUTHWEST SIDE OF STE GENEVIEVE, GO
 HC0911'SOUTH ON COUNTY ROAD N FOR 14.0 MILES TO THE MINNITH POST
 HC0911'OFFICE.  CONTINUE IN A SOUTHERLY DIRECTION FOR 3.0 MILES TO
 HC0911'THE AZIMUTH MARK ON THE LEFT OR EAST SIDE OF THE ROAD.  CONTINUE
 HC0911'SOUTH FOR 0.35 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 HC0911'
 HC0911'REFERENCE MARK NO. 3 IS 124 FEET SOUTH OF A POWER POLE, 29
 HC0911'FEET EAST OF THE CENTER OF COUNTY ROAD N, AND 1 FOOT WEST
 HC0911'OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HC0911'MINNITH NO 3 1956.
 HC0911'
 HC0911'REFERENCE MARK NO. 4 IS 124 FEET NORTH OF A NORTH GATE POST,
 HC0911'29 FEET EAST OF THE CENTER OF COUNTY ROAD N, AND 1 FOOT
 HC0911'WEST OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 HC0911'IS STAMPED MINNITH NO 4 1956.
 HC0911'
 HC0911'AZIMUTH MARK (RESET) IS 0.35 MILE NORTH OF THE STATION,
 HC0911'30 FEET EAST OF THE CENTER OF COUNTY ROAD N, 11 FEET SOUTH
 HC0911'OF A FENCE CORNER POST, AND 1 FOOT WEST OF FENCE, AND A NEW
 HC0911'STEEL WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 HC0911'IS STAMPED MINNITH 1956 RESET 1961.
 HC0911'
 HC0911'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1599 ***********************************************************************
 JC1599  DESIGNATION -  MINOMA
 JC1599  PID         -  JC1599
 JC1599  STATE/COUNTY-  MO/ST LOUIS
 JC1599  USGS QUAD   -  CLAYTON (1993)
 JC1599
 JC1599                         *CURRENT SURVEY CONTROL
 JC1599  ___________________________________________________________________
 JC1599* NAD 83(1997)-  38 41 57.70660(N)    090 16 45.08226(W)     ADJUSTED  
 JC1599* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 JC1599  ___________________________________________________________________
 JC1599  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 JC1599  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JC1599
 JC1599  HORZ ORDER  -  FIRST
 JC1599
 JC1599.The horizontal coordinates were established by classical geodetic methods
 JC1599.and adjusted by the National Geodetic Survey in February 2000..
 JC1599
 JC1599.The orthometric height was scaled from a topographic map.
 JC1599
 JC1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1599
 JC1599.The geoid height was determined by GEOID03.
 JC1599
 JC1599;                    North         East     Units Scale Factor Converg.
 JC1599;SPC MO E     -   318,081.654   269,207.429   MT  0.99993787   +0 08 17.0
 JC1599;SPC IL W     -   225,602.750   690,212.010   MT  0.99994236   -0 04 13.3
 JC1599;SPC IL W     -   740,165.02  2,264,470.57   sFT  0.99994236   -0 04 13.3
 JC1599;UTM  15      - 4,286,929.490   736,613.099   MT  1.00028948   +1 42 07.0
 JC1599
 JC1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1599!SPC MO E     -   0.99997556  x   0.99993787  =   0.99991343
 JC1599!SPC IL W     -   0.99997556  x   0.99994236  =   0.99991792
 JC1599!UTM  15      -   0.99997556  x   1.00028948  =   1.00026503
 JC1599
 JC1599:                Primary Azimuth Mark                     Grid Az
 JC1599:SPC MO E     -  ST LOUIS STANDPIPE                       117 23 39.8
 JC1599:SPC IL W     -  ST LOUIS STANDPIPE                       117 36 10.1
 JC1599:UTM  15      -  ST LOUIS STANDPIPE                       115 49 49.8
 JC1599
 JC1599|---------------------------------------------------------------------|
 JC1599| PID    Reference Object                     Distance      Geod. Az  |
 JC1599|                                                           dddmmss.s |
 JC1599| JC1594 ST LOUIS STANDPIPE                  APPROX. 6.9 KM 1173156.8 |
 JC1599| JC1592 ST LOUIS SECOND PRESB CHURCH        APPROX. 9.9 KM 1384322.5 |
 JC1599|---------------------------------------------------------------------|
 JC1599
 JC1599                          SUPERSEDED SURVEY CONTROL
 JC1599
 JC1599  NAD 83(1997)-  38 41 57.70715(N)    090 16 45.08205(W) AD(       ) 1
 JC1599  NAD 83(1986)-  38 41 57.72459(N)    090 16 45.07826(W) AD(       ) 1
 JC1599  NAD 27      -  38 41 57.54000(N)    090 16 44.67000(W) AD(       ) 1
 JC1599
 JC1599.Superseded values are not recommended for survey control.
 JC1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1599.See file dsdata.txt to determine how the superseded data were derived.
 JC1599
 JC1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3661386929(NAD 83)
 JC1599_MARKER: 83 = FLAGSTAFF
 JC1599
 JC1599  HISTORY     - Date     Condition        Report By
 JC1599  HISTORY     - 1872     FIRST OBSERVED   CGS
 JC1599
 JC1599                          STATION DESCRIPTION
 JC1599
 JC1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (CHB)
 JC1599'ABOUT 7 MILES FROM ST. LOUIS AND ONE-HALF MILE NORTH OF
 JC1599'NATURAL BRIDGE ROAD.  STATION WAS FLAGSTAFF ON CUPOLA OF
 JC1599'RESIDENCE OCCUPIED IN 1872 BY JEFFERSON CLARK.  IN 1922
 JC1599'IT WAS REPORTED THAT FLAGPOLE HAD BEEN TAKEN DOWN, THAT
 JC1599'PROPERTY WAS STILL KNOWN AS THE JEFFERSON CLARK PLACE, AND
 JC1599'THAT BUILDING WAS PROBABLY UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1414 ***********************************************************************
 KE1414  DESIGNATION -  MINTER
 KE1414  PID         -  KE1414
 KE1414  STATE/COUNTY-  MO/CLAY
 KE1414  USGS QUAD   -  KEARNEY (1990)
 KE1414
 KE1414                         *CURRENT SURVEY CONTROL
 KE1414  ___________________________________________________________________
 KE1414* NAD 83(1997)-  39 16 32.05178(N)    094 18 36.22233(W)     ADJUSTED  
 KE1414* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 KE1414  ___________________________________________________________________
 KE1414  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 KE1414  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KE1414
 KE1414  HORZ ORDER  -  THIRD
 KE1414
 KE1414.The horizontal coordinates were established by classical geodetic methods
 KE1414.and adjusted by the National Geodetic Survey in February 2000..
 KE1414
 KE1414.The orthometric height was scaled from a topographic map.
 KE1414
 KE1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1414
 KE1414.The geoid height was determined by GEOID03.
 KE1414
 KE1414;                    North         East     Units Scale Factor Converg.
 KE1414;SPC MO W     -   345,058.043   866,388.695   MT  0.99994448   +0 07 12.9
 KE1414;UTM  15      - 4,348,175.505   386,998.824   MT  0.99975722   -0 49 45.9
 KE1414
 KE1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1414!SPC MO W     -   0.99995960  x   0.99994448  =   0.99990409
 KE1414!UTM  15      -   0.99995960  x   0.99975722  =   0.99971683
 KE1414
 KE1414:                Primary Azimuth Mark                     Grid Az
 KE1414:SPC MO W     -  MINTER AZ MK                             017 01 10.7
 KE1414:UTM  15      -  MINTER AZ MK                             017 58 09.5
 KE1414
 KE1414|---------------------------------------------------------------------|
 KE1414| PID    Reference Object                     Distance      Geod. Az  |
 KE1414|                                                           dddmmss.s |
 KE1414| CL7908 MINTER AZ MK                                       0170823.6 |
 KE1414| KE1320 EXCELSIOR SPRINGS MO L P TK         APPROX.11.1 KM 0462515.1 |
 KE1414| KE1318 EXCELSIOR SPRINGS VET HOSP TK       APPROX. 9.4 KM 0471211.5 |
 KE1414| KE1321 KANSAS CITY CHICAGO AWY BCN 2       APPROX.14.1 KM 0604633.0 |
 KE1414| CL7909 MINTER RM 1                          31.819 METERS 17445     |
 KE1414| CL7910 MINTER RM 2                          22.506 METERS 26706     |
 KE1414|---------------------------------------------------------------------|
 KE1414
 KE1414                          SUPERSEDED SURVEY CONTROL
 KE1414
 KE1414  NAD 83(1997)-  39 16 32.05215(N)    094 18 36.22322(W) AD(       ) 3
 KE1414  NAD 83(1986)-  39 16 32.05845(N)    094 18 36.21838(W) AD(       ) 3
 KE1414  NAD 27      -  39 16 32.03814(N)    094 18 35.38897(W) AD(       ) 3
 KE1414
 KE1414.Superseded values are not recommended for survey control.
 KE1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1414.See file dsdata.txt to determine how the superseded data were derived.
 KE1414
 KE1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8699948176(NAD 83)
 KE1414_MARKER: DS = TRIANGULATION STATION DISK
 KE1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1414
 KE1414  HISTORY     - Date     Condition        Report By
 KE1414  HISTORY     - 1949     MONUMENTED       CGS
 KE1414  HISTORY     - 1958     GOOD             CGS
 KE1414
 KE1414                          STATION DESCRIPTION
 KE1414
 KE1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1414'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF EXCELSIOR
 KE1414'SPRINGS AND 5-3/4 EAST AND 2.0 MILES NORTH OF LIBERTY ON LAND OWNED
 KE1414'AND OCCUPIED BY MR. R.H. MINTER.  IT IS ABOUT 0.05 MILE EAST OF
 KE1414'THE MINTER HOME, 98-1/2 FEET SOUTHEAST OF FENCE CORNER AND 44
 KE1414'FEET NORTH OF THE NORTHEAST CORNER OF THE BARN.  IT IS STAMPED
 KE1414'MINTER 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 KE1414'
 KE1414'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, ABOUT 20 FEET
 KE1414'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN AND 1 FOOT NORTH
 KE1414'OF FENCE LINE.  IT IS STAMPED MINTER NO 1 1949 AND SET FLUSH WITH
 KE1414'THE GROUND SURFACE.
 KE1414'
 KE1414'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, 1 FOOT
 KE1414'EAST OF GARDEN FENCE LINE.  IT IS STAMPED MINTER NO 2 1949 AND
 KE1414'SET FLUSH WITH THE GROUND SURFACE.
 KE1414'
 KE1414'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH-NORTHEAST OF THE
 KE1414'STATION, 25 FEET SOUTH OF THE CENTER OF STATE ROUTE NO 10, 2 FEET
 KE1414'WEST OF WITNESS POST AND 1 FOOT NORTH OF FENCE LINE.  IT IS
 KE1414'STAMPED MINTER 1949 AND PROJECTS 4 INCHES.
 KE1414'
 KE1414'TO REACH THE STATION FROM THE POST OFFICE IN EXCELSIOR SPRINGS,
 KE1414'GO WEST AND SOUTHWEST TOWARDS LIBERTY ON STATE ROUTE NO 10 FOR
 KE1414'7.5 MILES TO DRIVEWAY LEFT LEADING UP TO FARM HOUSE ABOUT 0.05
 KE1414'MILE EAST OF STATE ROUTE NO 10, TURN LEFT INTO DRIVEWAY AND GO
 KE1414'EAST FOR 0.05 MILE TO THE MINTER HOME ON THE LEFT, CONTINUE
 KE1414'EAST PASSING THROUGH GATE INTO BARNYARD, THENCE LEFT THROUGH
 KE1414'ANOTHER GATE INTO PASTURE AND STATION AS DESCRIBED.
 KE1414'
 KE1414'AN 87 FOOT SIGNAL AT STATION CRAB IS VISIBLE AT 37 FEET.
 KE1414'
 KE1414'AN 87 FOOT SIGNAL AT STATION CAMPBELL IS VISIBLE AT 37 FEET.
 KE1414'
 KE1414'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KE1414
 KE1414                          STATION RECOVERY (1958)
 KE1414
 KE1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KE1414'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1414'IN GOOD CONDITION.  THE FARM IS OWNED BY A MR. HARRY K. SMITH,
 KE1414'NOW.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 KE1414'STATE HIGHWAY 10 FOR 0.35 MILE, THENCE RIGHT OR EAST FOR 0.2
 KE1414'MILE ON STATE HIGHWAY 10 TO A CURVE SIGN AND THE AZIMUTH MARK
 KE1414'ON THE RIGHT OR SOUTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KE1289 ***********************************************************************
 KE1289  DESIGNATION -  MIRABILE
 KE1289  PID         -  KE1289
 KE1289  STATE/COUNTY-  MO/CALDWELL
 KE1289  USGS QUAD   -  POLO (1984)
 KE1289
 KE1289                         *CURRENT SURVEY CONTROL
 KE1289  ___________________________________________________________________
 KE1289* NAD 83(1997)-  39 36 54.03283(N)    094 06 48.93521(W)     ADJUSTED  
 KE1289* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 KE1289  ___________________________________________________________________
 KE1289  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 KE1289  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KE1289
 KE1289  HORZ ORDER  -  THIRD
 KE1289
 KE1289.The horizontal coordinates were established by classical geodetic methods
 KE1289.and adjusted by the National Geodetic Survey in February 2000..
 KE1289
 KE1289.The orthometric height was scaled from a topographic map.
 KE1289
 KE1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1289
 KE1289.The geoid height was determined by GEOID03.
 KE1289
 KE1289;                    North         East     Units Scale Factor Converg.
 KE1289;SPC MO W     -   382,795.863   883,179.431   MT  0.99995473   +0 14 47.0
 KE1289;UTM  15      - 4,385,620.767   404,411.213   MT  0.99971249   -0 42 36.4
 KE1289
 KE1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1289!SPC MO W     -   0.99995710  x   0.99995473  =   0.99991184
 KE1289!UTM  15      -   0.99995710  x   0.99971249  =   0.99966961
 KE1289
 KE1289:                Primary Azimuth Mark                     Grid Az
 KE1289:SPC MO W     -  KINGSTON CALDWELL CO CTHSE               063 51 10.6
 KE1289:UTM  15      -  KINGSTON CALDWELL CO CTHSE               064 48 34.0
 KE1289
 KE1289|---------------------------------------------------------------------|
 KE1289| PID    Reference Object                     Distance      Geod. Az  |
 KE1289|                                                           dddmmss.s |
 KE1289| CL7252 KINGSTON CALDWELL CO CTHSE                         0640557.6 |
 KE1289| CL7911 MIRABILE AZ MK                                     1165720.9 |
 KE1289| CL7912 MIRABILE RM 1                        22.614 METERS 16835     |
 KE1289| CL7913 MIRABILE RM 2                        17.748 METERS 28128     |
 KE1289|---------------------------------------------------------------------|
 KE1289
 KE1289                          SUPERSEDED SURVEY CONTROL
 KE1289
 KE1289  NAD 83(1997)-  39 36 54.03348(N)    094 06 48.93640(W) AD(       ) 3
 KE1289  NAD 83(1997)-  39 36 54.03393(N)    094 06 48.93659(W) AD(       ) 3
 KE1289  NAD 83(1986)-  39 36 54.03738(N)    094 06 48.93413(W) AD(       ) 3
 KE1289  NAD 27      -  39 36 54.01520(N)    094 06 48.14420(W) AD(       ) 3
 KE1289
 KE1289.Superseded values are not recommended for survey control.
 KE1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1289.See file dsdata.txt to determine how the superseded data were derived.
 KE1289
 KE1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD0441185621(NAD 83)
 KE1289_MARKER: DS = TRIANGULATION STATION DISK
 KE1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1289
 KE1289  HISTORY     - Date     Condition        Report By
 KE1289  HISTORY     - 1949     MONUMENTED       CGS
 KE1289  HISTORY     - 1964     GOOD             CGS
 KE1289  HISTORY     - 19990630 GOOD             MOHC
 KE1289
 KE1289                          STATION DESCRIPTION
 KE1289
 KE1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KE1289'THE STATION IS LOCATED ABOUT 4.0 MILES WEST AND 2.0 MILES
 KE1289'SOUTH OF KINGSTON AND ABOUT 1.5 MILES EAST OF THE VILLAGE OF
 KE1289'MIRABILE.  IT IS 57.2 FEET NORTHEAST OF THE NORTHEAST CORNER
 KE1289'OF A LARGE BARN, 33.5 FEET WEST OF THE CENTER OF A GRADED ROAD
 KE1289'AND 16.3 FEET SOUTHWEST OF A T FENCE CORNER.  IT IS SET FLUSH
 KE1289'WITH THE GROUND AND IS STAMPED MIRABILE 1949.
 KE1289'
 KE1289'REFERENCE MARK NO. 1 IS 22.0 FEET WEST OF THE CENTER OF A GRADED
 KE1289'ROAD AND 1.0 FOOT NORTHWEST OF A FENCE CORNER.  IT IS SET FLUSH
 KE1289'WITH THE GROUND AND IS STAMPED MIRABILE NO 1 1949.
 KE1289'
 KE1289'REFERENCE MARK NO. 2 IS 51.8 FEET NORTH OF THE NORTH SIDE OF
 KE1289'A LARGE BARN AND 0.6 OF A FOOT SOUTH OF A FENCE.  IT IS SET
 KE1289'FLUSH WITH THE GROUND AND IS STAMPED MIRABILE NO 2 1949.
 KE1289'
 KE1289'THE AZIMUTH MARK IS 27.6 FEET NORTH OF THE CENTER OF A GRAVELED
 KE1289'ROAD, 1.2 FEET WEST OF A WITNESS POST AND 0.6 OF A FOOT SOUTH
 KE1289'OF A WOVEN WIRE FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED
 KE1289'MIRABILE 1949.
 KE1289'
 KE1289'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT HOUSE
 KE1289'SQUARE IN KINGSTON, GO SOUTH ON STATE HIGHWAY NO. 13 FOR 2.2
 KE1289'MILES TO A CROSSROAD, TURN RIGHT (WEST) ON DIRT ROAD FOR 3.8
 KE1289'MILES AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 KE1289'WEST ON DIRT ROAD FOR 0.3 OF A MILE TO A T ROAD RIGHT (NORTH)
 KE1289'FOR 0.1 OF A MILE TO A LARGE FARM HOUSE AND BUILDINGS ON THE
 KE1289'LEFT AND THE STATION AS DESCRIBED.
 KE1289'
 KE1289'A 100 FOOT SIGNAL AT STATION WALLACE IS VISIBLE AT 37 FEET.
 KE1289'
 KE1289'AN 87 FOOT SIGNAL AT STATION KINGSTON IS VISIBLE AT 37 FEET.
 KE1289'
 KE1289'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KE1289
 KE1289                          STATION RECOVERY (1964)
 KE1289
 KE1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KE1289'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KE1289'FOUND IN GOOD CONDITION.  THE STATION AND REFERENCE MARKS ARE
 KE1289'LOCATED ON LAND OWNED BY KENNETH SHAW AND OCCUPIED BY MR. PAUL
 KE1289'HOUGHTON.
 KE1289'
 KE1289'THE AZIMUTH MARK IS 0.3 MILE EAST-SOUTHEAST OF THE STATION,
 KE1289'114 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE ON SOUTH
 KE1289'SIDE OF ROAD, 74 FEET WEST OF A TELEPHONE POLE, 28 FEET NORTH
 KE1289'OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT WEST OF A NEW STEEL
 KE1289'WITNESS POST.  THE MARK WHICH PROJECTS 6 INCHES IS ABOUT 100
 KE1289'YARDS SOUTHWEST OF MR. V.L. COOPERS FARM BUILDINGS AND IS
 KE1289'STAMPED MIRABILE 1949.
 KE1289'
 KE1289'TO REACH THE STATION FROM THE COURTHOUSE IN KINGSTON, GO SOUTH
 KE1289'ON STATE HIGHWAY 13 FOR 2.1 MILES TO A CROSSROAD AND THE
 KE1289'JUNCTION OF COUNTY ROAD F GOING EAST.  TURN RIGHT AND GO WEST ON A
 KE1289'GRAVEL ROAD FOR 3.8 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 KE1289'DESCRIBED.  CONTINUE WEST ON GRAVEL ROAD FOR 0.25 MILE TO A
 KE1289'T-ROAD NORTH.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO FARM
 KE1289'BUILDINGS ON THE LEFT AND THE STATION AS DESCRIBED.
 KE1289
 KE1289                          STATION RECOVERY (1999)
 KE1289
 KE1289'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP)
 KE1289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0473 ***********************************************************************
 KD0473  DESIGNATION -  MISSOURI
 KD0473  PID         -  KD0473
 KD0473  STATE/COUNTY-  MO/CARROLL
 KD0473  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD0473
 KD0473                         *CURRENT SURVEY CONTROL
 KD0473  ___________________________________________________________________
 KD0473* NAD 83(1997)-  39 22 38.42646(N)    093 13 55.02879(W)     ADJUSTED  
 KD0473* NAVD 88     -       245.293  (meters)     804.77   (feet)  ADJUSTED  
 KD0473  ___________________________________________________________________
 KD0473  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 KD0473  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD0473  DYNAMIC HT  -         245.147 (meters)     804.29  (feet)  COMP
 KD0473  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 KD0473
 KD0473  HORZ ORDER  -  FIRST
 KD0473  VERT ORDER  -  FIRST     CLASS II
 KD0473
 KD0473.The horizontal coordinates were established by classical geodetic methods
 KD0473.and adjusted by the National Geodetic Survey in February 2000..
 KD0473
 KD0473.The orthometric height was determined by differential leveling
 KD0473.and adjusted by the National Geodetic Survey in June 1991..
 KD0473
 KD0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0473
 KD0473.The geoid height was determined by GEOID03.
 KD0473
 KD0473.The dynamic height is computed by dividing the NAVD 88
 KD0473.geopotential number by the normal gravity value computed on the
 KD0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0473.degrees latitude (g = 980.6199 gals.).
 KD0473
 KD0473.The modeled gravity was interpolated from observed gravity values.
 KD0473
 KD0473;                    North         East     Units Scale Factor Converg.
 KD0473;SPC MO C     -   393,575.587   436,935.618   MT  0.99998228   -0 27 51.8
 KD0473;UTM  15      - 4,358,677.499   480,021.939   MT  0.99960491   -0 08 49.8
 KD0473
 KD0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0473!SPC MO C     -   0.99996662  x   0.99998228  =   0.99994890
 KD0473!UTM  15      -   0.99996662  x   0.99960491  =   0.99957155
 KD0473
 KD0473|---------------------------------------------------------------------|
 KD0473| PID    Reference Object                     Distance      Geod. Az  |
 KD0473|                                                           dddmmss.s |
 KD0473| KD0475 MISSOURI RM 1                       144.786 METERS 02532     |
 KD0473| KD1190 BRUNSWICK MUNICIPAL TANK            APPROX.10.5 KM 0570548.1 |
 KD0473| KD1191 BRUNSWICK ELEMEN SCH BELFRY         APPROX.10.2 KM 0573741.7 |
 KD0473| KD0472 MISSOURI RM 2                        59.957 METERS 09009     |
 KD0473| KD0474 MISSOURI                             24.226 METERS 29754     |
 KD0473| CL9917 MISSOURI AZ MK                                     3451947.7 |
 KD0473|---------------------------------------------------------------------|
 KD0473
 KD0473                          SUPERSEDED SURVEY CONTROL
 KD0473
 KD0473  NAD 83(1997)-  39 22 38.42970(N)    093 13 55.03232(W) AD(       ) 1
 KD0473  NAD 83(1986)-  39 22 38.43061(N)    093 13 55.03156(W) AD(       ) 1
 KD0473  NAD 27      -  39 22 38.34170(N)    093 13 54.29260(W) AD(       ) 1
 KD0473  NGVD 29 (??/??/92)  245.271  (m)          804.69   (f) ADJ UNCH    1 2
 KD0473
 KD0473.Superseded values are not recommended for survey control.
 KD0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0473.See file dsdata.txt to determine how the superseded data were derived.
 KD0473
 KD0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8002258677(NAD 83)
 KD0473_MARKER: DS = TRIANGULATION STATION DISK
 KD0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0473_STAMPING: MISSOURI 1928
 KD0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0473+STABILITY: SURFACE MOTION
 KD0473
 KD0473  HISTORY     - Date     Condition        Report By
 KD0473  HISTORY     - 1928     MONUMENTED       CGS
 KD0473  HISTORY     - 1935     GOOD             CGS
 KD0473  HISTORY     - 1948     GOOD             NGS
 KD0473  HISTORY     - 1949     GOOD             CGS
 KD0473  HISTORY     - 1964     GOOD             CGS
 KD0473  HISTORY     - 1964     GOOD             NGS
 KD0473
 KD0473                          STATION DESCRIPTION
 KD0473
 KD0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 KD0473'STATION WAS FOUND IN GOOD CONDITION ON LAND DESCRIBED, NOW
 KD0473'OWNED AND FARMED BY CARL BOELSEN.  THE OLD BARN USED FOR
 KD0473'REFERENCE HAS BEEN TORN DOWN.
 KD0473'
 KD0473'THE STATION IS 198 FEET W OF FENCE ON E SIDE OF FIELD AND
 KD0473'79-1/2 FEET SE OF MISSOURI RIVER COMMISSION MARKER ON PIPE 6
 KD0473'INCHES ABOVE GROUND SURFACE.
 KD0473'
 KD0473'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION.
 KD0473'
 KD0473'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION AS DESCRIBED,
 KD0473'85 FEET N OF FENCE LINE ALONG S SIDE OF FIELD.
 KD0473'
 KD0473'ALL OLD TIES STILL HOLD.
 KD0473
 KD0473                          STATION RECOVERY (1948)
 KD0473
 KD0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 KD0473'1 MI SW FROM DE WITT.
 KD0473'0.2 MILE WEST ALONG A DIRT STREET FROM THE POST OFFICE AT
 KD0473'DE WITT, THENCE 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 24, THENCE
 KD0473'0.35 MILE SOUTH THROUGH A FARMYARD TO THE TOP OF A HILL AND
 KD0473'THE CENTER OF A SMALL HAY MEADOW, 80.0 FEET SOUTHEAST OF THE
 KD0473'TOP OF THE HILL AND THE CENTER OF THE HAY MEADOW, 0.3 MILE
 KD0473'SOUTH OF A FARMHOUSE BELONGING TO CARL E. BUELSEN, 197.0 FEET
 KD0473'WEST OF DE WITT R.M. 2, 126.5 FEET NORTH OF AN EAST AND WEST
 KD0473'FENCE, 79.5 FEET SOUTHEAST OF MISSOURI (M.O.R.C.), 2.0 FEET EAST OF
 KD0473'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 KD0473'0.8 FOOT UNDER GROUND.  NOTE-- THE STAMPING OF THIS MARK WAS
 KD0473'CHANGED FROM DE WITT 1928 TO MISSOURI 1928 IN 1949.  PROPERTY
 KD0473'IS NOW OWNED BY A MR. LOUIS VANDENVENTER.
 KD0473
 KD0473                          STATION RECOVERY (1949)
 KD0473
 KD0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 KD0473'THE STATION,AND REFERENCE MARKS, NOS 1 AND 2,
 KD0473'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH
 KD0473'MARK WAS ESTABLISHED.  THE STAMPINGS ON THE STATION
 KD0473'AND REFERENCE MARKS WAS CHANGED FROM DEWITT TO MISSOURI.
 KD0473'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KD0473'
 KD0473'THE STATION IS LOCATED ABOUT 0.75 MILE SOUTHWEST OF DEWITT,
 KD0473'ON THE HIGHEST POINT OF A PROMINENT RIDGE IN A CULTIVATED FIELD
 KD0473'OVERLOOKING THE MISSOURI RIVER TO THE SOUTH AND EAST AND ON
 KD0473'LAND OWNED BY MR. CARL H. BOELSON.  IT IS ABOUT 0.25 MILE SOUTH
 KD0473'OF THE FARM HOUSE, 120 FEET NORTH OF EAST-WEST FENCE LINE, 200
 KD0473'FEET WEST OF NORTH-SOUTH FENCE LINE AND 150 FEET EAST OF EDGE
 KD0473'OF WOODS.  IT IS STAMPED MISSOURI 1928 AND SET 12 INCHES BELOW
 KD0473'THE GROUND SURFACE.
 KD0473'
 KD0473'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 50 FEET
 KD0473'WEST OF THE LANE ROAD, 2 FEET SOUTH OF EAST-WEST FENCE LINE, 2
 KD0473'FEET SOUTHEAST OF WITNESS POST AND 6 FEET EAST OF WIRE GATE INTO
 KD0473'CULTIVATED FIELD.  IT IS STAMPED MISSOURI NO 1 1928 AND PROJECTS
 KD0473'3 INCHES.
 KD0473'
 KD0473'REFERENCE MARK NO 2 IS EAST OF THE STATION, 2 FEET WEST OF THE
 KD0473'NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH OF WITNESS POST.  IT
 KD0473'IS STAMPED MISSOURI NO 2 1928 AND SET FLUSH WITH THE GROUND
 KD0473'SURFACE.
 KD0473'
 KD0473'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION, 24
 KD0473'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 24, 2 FEET WEST OF
 KD0473'WITNESS POST AND 1 FOOT NORTH OF FENCE LINE.  IT IS STAMPED
 KD0473'MISSOURI 1949 AND PROJECTS 3 INCHES.
 KD0473'
 KD0473'THE MISSOURI RIVER COMMISSION MARK IS WEST-NORTHWEST OF THE
 KD0473'STATION, SET ON THE HIGH POINT OF A SMALL HILL IN THE CULTIVATED
 KD0473'FIELD.  IT IS A 4 INCH IRON CAP BOLTED ON AN IRON PIPE WITH
 KD0473'A RAISED TRIANGLE IN THE CENTER OF THE CAP.  THE MARK PROJECTS
 KD0473'4 INCHES.
 KD0473'
 KD0473'TO REACH THE STATION FROM THE POST OFFICE IN DEWITT, GO WEST
 KD0473'ON GRAVELED STREET FOR 0.25 MILE TO JUNCTION WITH U.S. HIGHWAY
 KD0473'24, TURN LEFT AND GO SOUTHWEST ON HIGHWAY 24 FOR 0.35 MILE TO
 KD0473'DRIVEWAY UP EMBANKMENT ON LEFT (CONTINUE STRAIGHT AHEAD ON
 KD0473'HIGHWAY 24 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT
 KD0473'SIDE OF ROAD AS DESCRIBED), TURN SHARP LEFT UP EMBANKMENT
 KD0473'PASSING TO THE EAST OF FARM HOUSE AND CONTINUE SOUTH ON FARM
 KD0473'ROAD DOWN LANE FOR 0.3 MILE TO GATE IN FENCE LINE INTO FIELD
 KD0473'ON RIGHT, PASS THROUGH GATE AND CONTINUE SOUTH-SOUTHWEST
 KD0473'ACROSS CULTIVATED FIELD FOR 0.15 MILE TO HIGHEST POINT AND
 KD0473'STATION AS DESCRIBED.
 KD0473'
 KD0473'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 KD0473'
 KD0473'A 100 FOOT SIGNAL AT STATION UTZ 1928 IS VISIBLE AT 4 FEET.
 KD0473'
 KD0473'A 100 FOOT SIGNAL AT STATION BOSWORTH 1928 IS VISIBLE AT 4 FEET.
 KD0473'
 KD0473'A 74 FOOT SIGNAL AT STATION ROCKFORD IS VISIBLE AT 4 FEET.
 KD0473
 KD0473                          STATION RECOVERY (1964)
 KD0473
 KD0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 KD0473'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD0473'FOUND IN GOOD CONDITION.  THE MARKS ARE LOCATED IN SEC. 26, T.
 KD0473'53 N., R 21 W. ON LAND WHICH IS OWNED BY A MR. LOUIS VANDEVENTER,
 KD0473'NOW.  THE LOCATION OF THE MARKS WAS POINTED OUT TO MR. VANDEVENTER
 KD0473'WHO REQUESTED THAT A STEEL WITNESS POST WITH A SIGN BE PLACED
 KD0473'NEAR THE MO. R.C. MARK.  THE STEEL POST WAS PLACED 1 FOOT WEST
 KD0473'OF THE 6-INCH IRON PIPE WITH A MO. R.C. CAP.  REFERENCE MARK
 KD0473'NO. 1 IS 20 FEET EAST OF THE CENTER OF A GATE IN AN EAST-WEST
 KD0473'FENCE, 6 FEET EAST OF A T-FENCE INTERSECTION, AND 1 FOOT
 KD0473'SOUTH OF FENCE.  THE AZIMUTH MARK IS 0.5 MILE EAST OF THE
 KD0473'JUNCTION OF U.S. HIGHWAY 24 AND STATE HIGHWAY 41 AND 1 FOOT
 KD0473'WEST OF A NEW STEEL WITNESS POST WITH SIGN.
 KD0473'
 KD0473'TO REACH THE STATION FROM THE POST OFFICE IN DEWITT, GO WEST
 KD0473'ON GRAVEL STREET FOR 0.25 MILE TO U.S. HIGHWAY 24 AND SINCLAIR
 KD0473'SERVICE STATION.  TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 24
 KD0473'FOR 0.35 MILE TO SIDE ROAD LEFT.  (AZIMUTH MARK IS 0.1 MILE WEST
 KD0473'ON THE SOUTH SIDE OF U.S. HIGHWAY 24.) TURN SHARP LEFT AND GO
 KD0473'SOUTHEAST UPHILL FOR 0.1 MILE TO FARM BUILDINGS AND BOARD GATE
 KD0473'JUST WEST OF BARN.  PASS THROUGH BOARD GATE AND GO SOUTH ACROSS
 KD0473'FIELD ON WEST SIDE OF FENCE FOR 0.2 MILE TO GATE IN EAST WEST
 KD0473'FENCE AND REFERENCE MARK NO. 1 JUST EAST OF GATE AS
 KD0473'DESCRIBED.  PASS THROUGH GATE AND GO SOUTH-SOUTHWEST ACROSS
 KD0473'FIELD FOR 0.1 MILE TO HIGH GROUND AND THE STATION.
 KD0473
 KD0473                          STATION RECOVERY (1964)
 KD0473
 KD0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0474 ***********************************************************************
 KD0474  DESIGNATION -  MISSOURI
 KD0474  PID         -  KD0474
 KD0474  STATE/COUNTY-  MO/CARROLL
 KD0474  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD0474
 KD0474                         *CURRENT SURVEY CONTROL
 KD0474  ___________________________________________________________________
 KD0474* NAD 83(1997)-  39 22 38.79405(N)    093 13 55.92331(W)     ADJUSTED  
 KD0474* NAVD 88     -       245.836  (meters)     806.55   (feet)  ADJUSTED  
 KD0474  ___________________________________________________________________
 KD0474  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 KD0474  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD0474  DYNAMIC HT  -         245.690 (meters)     806.07  (feet)  COMP
 KD0474  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 KD0474
 KD0474  HORZ ORDER  -  SECOND
 KD0474  VERT ORDER  -  FIRST     CLASS II
 KD0474
 KD0474.The horizontal coordinates were established by classical geodetic methods
 KD0474.and adjusted by the National Geodetic Survey in February 2000..
 KD0474
 KD0474.The orthometric height was determined by differential leveling
 KD0474.and adjusted by the National Geodetic Survey in June 1991..
 KD0474
 KD0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD0474
 KD0474.The geoid height was determined by GEOID03.
 KD0474
 KD0474.The dynamic height is computed by dividing the NAVD 88
 KD0474.geopotential number by the normal gravity value computed on the
 KD0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0474.degrees latitude (g = 980.6199 gals.).
 KD0474
 KD0474.The modeled gravity was interpolated from observed gravity values.
 KD0474
 KD0474;                    North         East     Units Scale Factor Converg.
 KD0474;SPC MO C     -   393,587.096   436,914.301   MT  0.99998232   -0 27 52.4
 KD0474;UTM  15      - 4,358,688.886   480,000.567   MT  0.99960492   -0 08 50.3
 KD0474
 KD0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD0474!SPC MO C     -   0.99996654  x   0.99998232  =   0.99994886
 KD0474!UTM  15      -   0.99996654  x   0.99960492  =   0.99957147
 KD0474
 KD0474                          SUPERSEDED SURVEY CONTROL
 KD0474
 KD0474  NAD 83(1997)-  39 22 38.79730(N)    093 13 55.92684(W) AD(       ) 2
 KD0474  NAD 83(1986)-  39 22 38.79820(N)    093 13 55.92608(W) AD(       ) 2
 KD0474  NAD 27      -  39 22 38.70930(N)    093 13 55.18700(W) AD(       ) 2
 KD0474  NGVD 29 (??/??/92)  245.814  (m)          806.47   (f) ADJ UNCH    1 2
 KD0474
 KD0474.Superseded values are not recommended for survey control.
 KD0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0474.See file dsdata.txt to determine how the superseded data were derived.
 KD0474
 KD0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8000158689(NAD 83)
 KD0474_MARKER: P = PIPE CAP
 KD0474_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KD0474_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KD0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KD0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD0474+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 KD0474
 KD0474  HISTORY     - Date     Condition        Report By
 KD0474  HISTORY     - 1949     MONUMENTED       MORC
 KD0474  HISTORY     - 1948     GOOD             NGS
 KD0474  HISTORY     - 1964     GOOD             NGS
 KD0474  HISTORY     - 20060404 GOOD             INDIV
 KD0474
 KD0474                          STATION DESCRIPTION
 KD0474
 KD0474'DESCRIBED BY MISSOURI RIVER COMMISSION 1949
 KD0474'TO REACH THE STATION FROM THE POST OFFICE IN DEWITT, GO WEST
 KD0474'ON GRAVEL STREET FOR 0.25 MILE TO U.S. HIGHWAY 24 AND SINCLAIR
 KD0474'SERVICE STATION.  TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 24
 KD0474'FOR 0.35 MILE TO SIDE ROAD LEFT.  (AZIMUTH MARK IS 0.1 MILE WEST
 KD0474'ON THE SOUTH SIDE OF U.S. HIGHWAY 24.) TURN SHARP LEFT AND GO
 KD0474'SOUTHEAST UPHILL FOR 0.1 MILE TO FARM BUILDINGS AND BOARD GATE
 KD0474'JUST WEST OF BARN.  PASS THROUGH BOARD GATE AND GO SOUTH ACROSS
 KD0474'FIELD ON WEST SIDE OF FENCE FOR 0.2 MILE TO GATE IN EAST WEST
 KD0474'FENCE AND REFERENCE MARK NO. 1 JUST EAST OF GATE AS
 KD0474'DESCRIBED.  PASS THROUGH GATE AND GO SOUTH-SOUTHWEST ACROSS
 KD0474'FIELD FOR 0.1 MILE TO HIGH GROUND AND THE STATION.
 KD0474'
 KD0474'THE MISSOURI RIVER COMMISSION MARK IS SET ON THE
 KD0474'HIGH POINT OF A SMALL HILL IN THE CULTIVATED FIELD.
 KD0474'IT IS A 4 INCH IRON CAP BOLTED ON AN IRON PIPE WITH
 KD0474'A RAISED TRIANGLE IN THE CENTER OF THE CAP.  THE MARK
 KD0474'PROJECTS 4 INCHES.
 KD0474
 KD0474                          STATION RECOVERY (1948)
 KD0474
 KD0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 KD0474'1 MI SW FROM DE WITT.
 KD0474'0.2 MILE WEST ALONG A DIRT STREET FROM THE POST OFFICE AT
 KD0474'DE WITT, THENCE 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 24, THENCE
 KD0474'0.35 MILE SOUTH THROUGH A FARMYARD TO THE TOP OF A HILL AND THE
 KD0474'CENTER OF A SMALL HAY MEADOW, 0.3 MILE SOUTH OF A FARMHOUSE
 KD0474'BELONGING TO CARL E. BUELSEN, ON THE TOP OF A HILL, IN THE CENTER
 KD0474'OF A SMALL HAY MEADOW, 156 YARDS SOUTHWEST OF DE WITT R.M. 1,
 KD0474'270.6 FEET WEST OF DE WITT R.M. 2, 177.5 FEET NORTH OF AN EAST
 KD0474'AND WEST FENCE, 79.5 FEET NORTHWEST OF TRIANGULATION STATION
 KD0474'DE WITT 1928, 1.8 FEET WEST OF A WITNESS POST, A MISSOURI RIVER
 KD0474'COMMISSION STANDARD CAP ON THE TOP OF A 4 INCH IRON PIPE WHICH
 KD0474'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 KD0474
 KD0474                          STATION RECOVERY (1964)
 KD0474
 KD0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0474'RECOVERED IN GOOD CONDITION.
 KD0474
 KD0474                          STATION RECOVERY (2006)
 KD0474
 KD0474'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CVB)
 KD0474'FROM DEWITT POST OFFICE AT 8TH AND JEFFERSON GO WEST TO US RTE 24
 KD0474'1016.8', THENCE S60W,1983' ALONG US 24 TO A GRAV DRIVE, THENCE S50
 KD0474'E,326.6' TO A GATE, THENCE S6E,176.6' TO ANOTHER GATE, THENCE
 KD0474'S3E,735.9' TO AZ MARK NO.1(LOOKS TO HAVE BEEN DISTURBED), THENCE S26W,
 KD0474'474.13' TO BENCH MARK, WHICH IS ABOUT 6INCHES BELOW SURFACE WITH
 KD0474'SEVERAL TEE POSTS AROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0958 ***********************************************************************
 GE0958  DESIGNATION -  MISSOURI
 GE0958  PID         -  GE0958
 GE0958  STATE/COUNTY-  MO/BUTLER
 GE0958  USGS QUAD   -  WAPPAPELLO (1966)
 GE0958
 GE0958                         *CURRENT SURVEY CONTROL
 GE0958  ___________________________________________________________________
 GE0958* NAD 83(1997)-  36 54 23.95438(N)    090 19 13.10465(W)     ADJUSTED  
 GE0958* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 GE0958  ___________________________________________________________________
 GE0958  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 GE0958  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 GE0958
 GE0958  HORZ ORDER  -  SECOND
 GE0958
 GE0958.The horizontal coordinates were established by classical geodetic methods
 GE0958.and adjusted by the National Geodetic Survey in February 2000..
 GE0958
 GE0958.The orthometric height was scaled from a topographic map.
 GE0958
 GE0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0958
 GE0958.The geoid height was determined by GEOID03.
 GE0958
 GE0958;                    North         East     Units Scale Factor Converg.
 GE0958;SPC MO E     -   119,109.115   266,013.259   MT  0.99993649   +0 06 28.5
 GE0958;UTM  15      - 4,087,871.327   738,744.184   MT  1.00030224   +1 36 35.8
 GE0958
 GE0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0958!SPC MO E     -   0.99997900  x   0.99993649  =   0.99991549
 GE0958!UTM  15      -   0.99997900  x   1.00030224  =   1.00028124
 GE0958
 GE0958|---------------------------------------------------------------------|
 GE0958| PID    Reference Object                     Distance      Geod. Az  |
 GE0958|                                                           dddmmss.s |
 GE0958| CI4667 MISSOURI RM 1                        33.394 METERS 04514     |
 GE0958| GE0964 ROMBAUER LOOKOUT TOWER              APPROX. 5.4 KM 1651805.4 |
 GE0958| CI4668 MISSOURI RM 2                        36.064 METERS 17229     |
 GE0958| GE0962 NATURAL GAS PLINE RAD STA MST       APPROX. 6.7 KM 1752732.7 |
 GE0958| GE0959 DEAL 2                              APPROX. 9.1 KM 1823159.9 |
 GE0958| CI4669 MISSOURI RM 3                       132.741 METERS 18630     |
 GE0958| GE0957 UNIV OF MO SUMMER CAMP LOT           23.650 METERS 21918     |
 GE0958|---------------------------------------------------------------------|
 GE0958
 GE0958                          SUPERSEDED SURVEY CONTROL
 GE0958
 GE0958  NAD 83(1997)-  36 54 23.95826(N)    090 19 13.10489(W) AD(       ) 2
 GE0958  NAD 83(1997)-  36 54 23.96310(N)    090 19 13.10416(W) AD(       ) 2
 GE0958  NAD 83(1986)-  36 54 23.96542(N)    090 19 13.10455(W) AD(       ) 2
 GE0958  NAD 27      -  36 54 23.77470(N)    090 19 12.71890(W) AD(       ) 2
 GE0958
 GE0958.Superseded values are not recommended for survey control.
 GE0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0958.See file dsdata.txt to determine how the superseded data were derived.
 GE0958
 GE0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3874487871(NAD 83)
 GE0958_MARKER: DS = TRIANGULATION STATION DISK
 GE0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0958+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 GE0958
 GE0958  HISTORY     - Date     Condition        Report By
 GE0958  HISTORY     - 1963     MONUMENTED       CGS
 GE0958  HISTORY     - 20031210 GOOD             MODNR
 GE0958
 GE0958                          STATION DESCRIPTION
 GE0958
 GE0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 GE0958'STATION IS ABOUT 11 MILES NORTHEAST OF POPLAR BLUFF, 3 MILES
 GE0958'SOUTHWEST OF WAPPAPELLO, NEAR THE CENTER OF SEC. 17, T-26-N,
 GE0958'R-7-E, AND ON THE GROUNDS OF THE UNIVERSITY OF MISSOURI
 GE0958'FOREST CAMP.  IT IS 71 FEET NORTHEAST OF THE NORTHEAST LEG
 GE0958'OF A SMALL LOOKOUT TOWER, 47 FEET NORTHWEST OF THE NORTHWEST
 GE0958'CORNER OF A FRAME BUILDING, 33 FEET NORTHWEST OF THE CENTERLINE
 GE0958'OF A GRAVELED ROAD AND 29 FEET SOUTHEAST OF A 12 INCH OAK
 GE0958'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MISSOURI
 GE0958'1963.
 GE0958'
 GE0958'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 GE0958'AND STATE HIGHWAY 172 (ABOUT 11 MILES NORTH OF POPLAR BLUFF),
 GE0958'GO EAST ON HIGHWAY 172 FOR 4.45 MILES TO THE JUNCTION OF
 GE0958'COUNTY ROAD W.  TURN RIGHT AND GO SOUTHERLY ON ROAD W FOR
 GE0958'3.8 MILES TO THE JUNCTION OF COUNTY ROAD KK.  TURN LEFT
 GE0958'AND GO EAST ON ROAD KK FOR 4.8 MILES TO A SIDE ROAD LEFT.
 GE0958'TURN LEFT AND GO NORTHERLY ON THE GRAVELED ROAD FOR 0.15
 GE0958'MILE TO THE STATION ON THE LEFT.
 GE0958'
 GE0958'REFERENCE MARK 1 IS 33 FEET NORTHEAST OF THE NORTHEAST CORNER
 GE0958'OF A FRAME BUILDING, 16 FEET SOUTHWEST OF THE SOUTHWEST
 GE0958'CORNER OF A FRAME BUILDING, 12 FEET EAST OF THE CENTERLINE
 GE0958'OF THE ROAD AND 1 FOOT SOUTH OF A POWER POLE.  THE MONUMENT
 GE0958'PROJECTS 5 INCHES AND THE DISK IS STAMPED MISSOURI NO 1 1963.
 GE0958'
 GE0958'REFERENCE MARK 2 IS 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GE0958'OF A FRAME BUILDING, 23 FEET SOUTHEAST OF THE CENTERLINE
 GE0958'OF THE ROAD, 15 FEET NORTHEAST OF A 15 INCH OAK TREE, AND
 GE0958'14 FEET NORTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE
 GE0958'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED MISSOURI
 GE0958'NO 2 1963.
 GE0958'
 GE0958'REFERENCE MARK 3 IS 115 FEET SOUTHWEST OF THE SOUTHWEST
 GE0958'CORNER OF A FRAME HOUSE, 58 FEET EAST OF THE INTERSECTION
 GE0958'OF THE GRAVELED ROAD AND A DRIVEWAY WEST, 6 FEET NORTHEAST
 GE0958'OF A 14 INCH OAK TREE AND 1 FOOT WEST OF A WITNESS POST.
 GE0958'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED MISSOURI
 GE0958'NO 3 1963.
 GE0958'
 GE0958'NO MEASUREMENT BETWEEN REFERENCE MARKS, BUILDING ON LINE.
 GE0958'
 GE0958'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GE0958
 GE0958                          STATION RECOVERY (2003)
 GE0958
 GE0958'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC)
 GE0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE6442 ***********************************************************************
 DE6442  DESIGNATION -  MISSOURI CENTER OF POPULATION
 DE6442  PID         -  DE6442
 DE6442  STATE/COUNTY-  MO/OSAGE
 DE6442  USGS QUAD   -  WESTPHALIA WEST (1987)
 DE6442
 DE6442                         *CURRENT SURVEY CONTROL
 DE6442  ___________________________________________________________________
 DE6442* NAD 83(1997)-  38 27 15.00962(N)    092 00 36.12082(W)     ADJUSTED  
 DE6442* NAVD 88     -       242.0    (meters)     794.     (feet)  GPS OBS   
 DE6442  ___________________________________________________________________
 DE6442  X           -    -175,421.620 (meters)                     COMP
 DE6442  Y           -  -4,998,321.916 (meters)                     COMP
 DE6442  Z           -   3,945,177.290 (meters)                     COMP
 DE6442  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DE6442  ELLIP HEIGHT-         210.08  (meters)          (08/21/02) GPS OBS
 DE6442  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DE6442
 DE6442  HORZ ORDER  -  A
 DE6442  ELLP ORDER  -  SECOND    CLASS I
 DE6442
 DE6442.The horizontal coordinates were established by GPS observations
 DE6442.and adjusted by the National Geodetic Survey in August 2002..
 DE6442
 DE6442.The orthometric height was determined by GPS observations and a
 DE6442.high-resolution geoid model.
 DE6442
 DE6442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6442
 DE6442.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6442
 DE6442.The ellipsoidal height was determined by GPS observations
 DE6442.and is referenced to NAD 83.
 DE6442
 DE6442.The geoid height was determined by GEOID03.
 DE6442
 DE6442;                    North         East     Units Scale Factor Converg.
 DE6442;SPC MO C     -   290,955.735   542,765.465   MT  0.99995585   +0 18 17.0
 DE6442;UTM  15      - 4,256,672.105   586,378.623   MT  0.99969188   +0 36 56.5
 DE6442
 DE6442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6442!SPC MO C     -   0.99996704  x   0.99995585  =   0.99992289
 DE6442!UTM  15      -   0.99996704  x   0.99969188  =   0.99965893
 DE6442
 DE6442                          SUPERSEDED SURVEY CONTROL
 DE6442
 DE6442.No superseded survey control is available for this station.
 DE6442
 DE6442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC8637956672(NAD 83)
 DE6442_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE6442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6442_STAMPING: MISSOURI CENTER OF POPULATION
 DE6442_MARK LOGO: MODNR 
 DE6442_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE6442+STABILITY: POSITION/ELEVATION WELL
 DE6442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6442+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DE6442
 DE6442  HISTORY     - Date     Condition        Report By
 DE6442  HISTORY     - 20020520 MONUMENTED       MODNR
 DE6442  HISTORY     - 20031003 GOOD             INDIV
 DE6442  HISTORY     - 20050729 GOOD             INDIV
 DE6442
 DE6442                          STATION DESCRIPTION
 DE6442
 DE6442'DESCRIBED BY MO DEPT OF NAT RES 2002 (BDC)
 DE6442'THE STATION IS A COMMEMORATIVE MISSOURI SOCIETY OF PROFESSIONAL
 DE6442'SURVEYORS 8 INCH DISK SET IN A 16 INCH DIAMETER CONCRETE MONUMENT
 DE6442'FLUSH WITH THE GROUND.  THE DISK IS STAMPED MISSOURI CENTER OF
 DE6442'POPULATION CENSUS 2000.
 DE6442'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF WESTPHALIA AND ABOUT 2.7
 DE6442'MILES SOUTH OF THE INTERSECTION OF HIGHWAY 50 AND HIGHWAY 63 IN
 DE6442'NORTHWESTERN OSAGE COUNTY.  IT IS IN A MISSOURI DEPARTMENT OF
 DE6442'TRANSPORTATION SCENE ROAD SIDE PARK, 38 FT EAST OF THE CENTER OF
 DE6442'HIGHWAY 63 AND 80 FT NORTHEAST OF AN INFORMATION SIGN AT THE ROADSIDE
 DE6442'PARK.
 DE6442'TO REACH THE STATION FROM THE INTERSECTION HIGHWAY 63 AND HIGHWAY 133
 DE6442'ON THE NORTH SIDE OF WESTPHALIA GO NORTHERLY ALONG HIGHWAY 63 FOR 0.2
 DE6442'MILES TO ROADSIDE PARK AND THE STATION AS DESCRIBED.
 DE6442
 DE6442                          STATION RECOVERY (2003)
 DE6442
 DE6442'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (NMC)
 DE6442'STATION IS ALSO 5.5 FEET SE OF A 4 INCH SQUARE SIGN POST THAT HOLDS A
 DE6442'SIGN BEARING THE STATION'S LOGO.
 DE6442
 DE6442                          STATION RECOVERY (2005)
 DE6442
 DE6442'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 DE6442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0475 ***********************************************************************
 KD0475  DESIGNATION -  MISSOURI RM 1
 KD0475  PID         -  KD0475
 KD0475  STATE/COUNTY-  MO/CARROLL
 KD0475  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD0475
 KD0475                         *CURRENT SURVEY CONTROL
 KD0475  ___________________________________________________________________
 KD0475* NAD 83(1986)-  39 22 37.     (N)    093 13 55.     (W)     SCALED    
 KD0475* NAVD 88     -       241.991  (meters)     793.93   (feet)  ADJUSTED  
 KD0475  ___________________________________________________________________
 KD0475  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD0475  DYNAMIC HT  -         241.847 (meters)     793.46  (feet)  COMP
 KD0475  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 KD0475
 KD0475  VERT ORDER  -  FIRST     CLASS II
 KD0475
 KD0475.The horizontal coordinates were scaled from a topographic map and have
 KD0475.an estimated accuracy of +/- 6 seconds.
 KD0475
 KD0475.The orthometric height was determined by differential leveling
 KD0475.and adjusted by the National Geodetic Survey in June 1991..
 KD0475
 KD0475.The geoid height was determined by GEOID03.
 KD0475
 KD0475.The dynamic height is computed by dividing the NAVD 88
 KD0475.geopotential number by the normal gravity value computed on the
 KD0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0475.degrees latitude (g = 980.6199 gals.).
 KD0475
 KD0475.The modeled gravity was interpolated from observed gravity values.
 KD0475
 KD0475;                    North         East    Units  Estimated Accuracy
 KD0475;SPC MO C     -   393,530.      436,940.      MT  (+/- 180 meters Scaled)
 KD0475
 KD0475                          SUPERSEDED SURVEY CONTROL
 KD0475
 KD0475  NGVD 29 (??/??/92)  241.968  (m)          793.86   (f) ADJ UNCH    1 2
 KD0475
 KD0475.Superseded values are not recommended for survey control.
 KD0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0475.See file dsdata.txt to determine how the superseded data were derived.
 KD0475
 KD0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD800586(NAD 83)
 KD0475_MARKER: DR = REFERENCE MARK DISK
 KD0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0475_STAMPING: MISSOURI NO 1 1928
 KD0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0475+STABILITY: SURFACE MOTION
 KD0475
 KD0475  HISTORY     - Date     Condition        Report By
 KD0475  HISTORY     - 1928     MONUMENTED       CGS
 KD0475  HISTORY     - 1948     GOOD             NGS
 KD0475  HISTORY     - 1964     GOOD             NGS
 KD0475
 KD0475                          STATION DESCRIPTION
 KD0475
 KD0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0475'0.9 MI SW FROM DE WITT.
 KD0475'0.2 MILE WEST ALONG A DIRT STREET FROM THE POST OFFICE AT
 KD0475'DE WITT, THENCE 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 24, THENCE
 KD0475'0.3 MILE SOUTH THROUGH A FARMYARD TO THE NORTHEAST CORNER OF A
 KD0475'SMALL HAY MEADOW, 0.25 MILE SOUTH OF A FARMHOUSE BELONING TO
 KD0475'CARL E. BUELSEN, AT THE NORTHEAST CORNER OF A SMALL HAY MEADOW,
 KD0475'156 YARDS NORTHEAST OF MISSOURI (M.O.R.C.), 136 YARDS NORTH OF
 KD0475'DE WITT R.M. 2, 6.3 FEET WEST OF THE NORTH END OF A WIRE GATE,
 KD0475'2.3 FEET SOUTH OF AN EAST AND WEST FENCE, 2.0 FEET SOUTHEAST
 KD0475'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KD0475'0.2 FOOT ABOVE THE GROUND.  NOTE-- THE STAMPING OF THIS MARK
 KD0475'WAS CHANGED FROM DE WITT 1928 TO MISSOURI 1928 IN 1949.
 KD0475
 KD0475                          STATION RECOVERY (1964)
 KD0475
 KD0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0472 ***********************************************************************
 KD0472  DESIGNATION -  MISSOURI RM 2
 KD0472  PID         -  KD0472
 KD0472  STATE/COUNTY-  MO/CARROLL
 KD0472  USGS QUAD   -  BRUNSWICK WEST (1978)
 KD0472
 KD0472                         *CURRENT SURVEY CONTROL
 KD0472  ___________________________________________________________________
 KD0472* NAD 83(1986)-  39 22 37.     (N)    093 13 55.     (W)     SCALED    
 KD0472* NAVD 88     -       242.914  (meters)     796.96   (feet)  ADJUSTED  
 KD0472  ___________________________________________________________________
 KD0472  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KD0472  DYNAMIC HT  -         242.770 (meters)     796.49  (feet)  COMP
 KD0472  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 KD0472
 KD0472  VERT ORDER  -  FIRST     CLASS II
 KD0472
 KD0472.The horizontal coordinates were scaled from a topographic map and have
 KD0472.an estimated accuracy of +/- 6 seconds.
 KD0472
 KD0472.The orthometric height was determined by differential leveling
 KD0472.and adjusted by the National Geodetic Survey in June 1991..
 KD0472
 KD0472.The geoid height was determined by GEOID03.
 KD0472
 KD0472.The dynamic height is computed by dividing the NAVD 88
 KD0472.geopotential number by the normal gravity value computed on the
 KD0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0472.degrees latitude (g = 980.6199 gals.).
 KD0472
 KD0472.The modeled gravity was interpolated from observed gravity values.
 KD0472
 KD0472;                    North         East    Units  Estimated Accuracy
 KD0472;SPC MO C     -   393,530.      436,940.      MT  (+/- 180 meters Scaled)
 KD0472
 KD0472                          SUPERSEDED SURVEY CONTROL
 KD0472
 KD0472  NGVD 29 (??/??/92)  242.892  (m)          796.89   (f) ADJ UNCH    1 2
 KD0472
 KD0472.Superseded values are not recommended for survey control.
 KD0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0472.See file dsdata.txt to determine how the superseded data were derived.
 KD0472
 KD0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD800586(NAD 83)
 KD0472_MARKER: DR = REFERENCE MARK DISK
 KD0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0472_STAMPING: MISSOURI NO 2 1928
 KD0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0472+STABILITY: SURFACE MOTION
 KD0472
 KD0472  HISTORY     - Date     Condition        Report By
 KD0472  HISTORY     - 1928     MONUMENTED       CGS
 KD0472  HISTORY     - 1948     GOOD             NGS
 KD0472  HISTORY     - 1964     GOOD             NGS
 KD0472
 KD0472                          STATION DESCRIPTION
 KD0472
 KD0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KD0472'1 MI SW FROM DE WITT.
 KD0472'0.2 MILE WEST ALONG A DIRT STREET FROM THE POST OFFICE AT
 KD0472'DE WITT, THENCE 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 24, THENCE
 KD0472'0.35 MILE SOUTH THROUGH A FARMYARD TO THE SOUTHEAST CORNER
 KD0472'OF A SMALL HAY MEADOW, 0.3 MILE SOUTH OF A FARMHOUSE BELONGING
 KD0472'TO CARL E. BUELSEN, AT THE SOUTHEAST CORNER OF A SMALL HAY
 KD0472'MEADOW, 270.6 FEET EAST OF MISSOURI (M.O.R.C.), 197.0 FEET EAST
 KD0472'OF TRIANGULATION STATION DE WITT 1928, 136 YARDS SOUTH OF
 KD0472'DE WITT R.M. 1, 78.8 FEET NORTH OF THE FENCE CORNER POST AT
 KD0472'THE SOUTHEAST CORNER OF THE HAY MEADOW, 1.5 FEET WEST OF A
 KD0472'NORTH AND SOUTH FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 KD0472'SET IN THE TOP OF A CONCRETE POST WHICH IS 0.5 FOOT UNDER
 KD0472'THE GROUND.  NOTE-- THE STAMPING OF THIS MARK WAS CHANGED FROM
 KD0472'DE WITT 1928 TO MISSOURI 1928 IN 1949.
 KD0472
 KD0472                          STATION RECOVERY (1964)
 KD0472
 KD0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KD0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1900 ***********************************************************************
 GD1900  DESIGNATION -  MISSPORT
 GD1900  PID         -  GD1900
 GD1900  STATE/COUNTY-  MO/MISSISSIPPI
 GD1900  USGS QUAD   -  ANNISTON (1969)
 GD1900
 GD1900                         *CURRENT SURVEY CONTROL
 GD1900  ___________________________________________________________________
 GD1900* NAD 83(1997)-  36 50 47.53083(N)    089 21 35.37537(W)     ADJUSTED  
 GD1900* NAVD 88     -        95.1    (meters)     312.     (feet)  VERTCON   
 GD1900  ___________________________________________________________________
 GD1900  X           -      57,096.639 (meters)                     COMP
 GD1900  Y           -  -5,109,958.897 (meters)                     COMP
 GD1900  Z           -   3,803,818.191 (meters)                     COMP
 GD1900  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 GD1900  ELLIP HEIGHT-          66.96  (meters)          (02/17/00) GPS OBS
 GD1900  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GD1900
 GD1900  HORZ ORDER  -  THIRD
 GD1900  ELLP ORDER  -  FOURTH    CLASS I
 GD1900
 GD1900.This mark is at Mississippi County Airport (CHQ)
 GD1900
 GD1900.The horizontal coordinates were established by GPS observations
 GD1900.and adjusted by the National Geodetic Survey in February 2000..
 GD1900
 GD1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1900
 GD1900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1900
 GD1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1900
 GD1900.The ellipsoidal height was determined by GPS observations
 GD1900.and is referenced to NAD 83.
 GD1900
 GD1900.The geoid height was determined by GEOID03.
 GD1900
 GD1900;                    North         East     Units Scale Factor Converg.
 GD1900;SPC MO E     -   113,029.688   351,687.471   MT  1.00006068   +0 41 01.6
 GD1900;UTM  16      - 4,080,447.583   289,593.844   MT  1.00014542   -1 24 56.3
 GD1900
 GD1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1900!SPC MO E     -   0.99998949  x   1.00006068  =   1.00005017
 GD1900!UTM  16      -   0.99998949  x   1.00014542  =   1.00013491
 GD1900
 GD1900:                Primary Azimuth Mark                     Grid Az
 GD1900:SPC MO E     -  MISSPORT AZ MK                           179 59 28.5
 GD1900:UTM  16      -  MISSPORT AZ MK                           182 05 26.4
 GD1900
 GD1900|---------------------------------------------------------------------|
 GD1900| PID    Reference Object                     Distance      Geod. Az  |
 GD1900|                                                           dddmmss.s |
 GD1900| GD1901 MISSPORT AZ MK                      APPROX. 0.7 KM 1804030.1 |
 GD1900|---------------------------------------------------------------------|
 GD1900
 GD1900                          SUPERSEDED SURVEY CONTROL
 GD1900
 GD1900  NAD 83(1997)-  36 50 47.53084(N)    089 21 35.37535(W) AD(       ) 3
 GD1900  NAD 83(1997)-  36 50 47.53124(N)    089 21 35.37520(W) AD(       ) 3
 GD1900  NAD 83(1997)-  36 50 47.53226(N)    089 21 35.37501(W) AD(       ) 3
 GD1900  NAD 83(1986)-  36 50 47.54195(N)    089 21 35.37567(W) AD(       ) 3
 GD1900  NGVD 29 (07/16/90)   95.0    (m)          312.     (f) GPS OBS        
 GD1900
 GD1900.Superseded values are not recommended for survey control.
 GD1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1900.See file dsdata.txt to determine how the superseded data were derived.
 GD1900
 GD1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8959480448(NAD 83)
 GD1900_MARKER: I = METAL ROD
 GD1900_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1900_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1900_STAMPING: MISSPORT 1989
 GD1900_MARK LOGO: NGS   
 GD1900_PROJECTION: FLUSH
 GD1900_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1900+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD1900_ROD/PIPE-DEPTH: 23.5 meters
 GD1900_SLEEVE-DEPTH  : 0.91 meters
 GD1900
 GD1900  HISTORY     - Date     Condition        Report By
 GD1900  HISTORY     - 1989     MONUMENTED       NGS
 GD1900  HISTORY     - 19900216 GOOD
 GD1900  HISTORY     - 20020813 GOOD             USACE
 GD1900
 GD1900                          STATION DESCRIPTION
 GD1900
 GD1900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1900'THE STATION IS LOCATED ABOUT 8.1 KM (5.05 MI) SOUTH-SOUTHWEST OF
 GD1900'CHARLESTON, ABOUT 21 KM (13.05 MI) EAST-SOUTHEAST OF SIKESTON, AT THE
 GD1900'WEST SIDE AND AT THE NORTH END OF RUNWAY 18-36 AT THE
 GD1900'CHARLESTON/MISSISSIPPI COUNTY AIRPORT.  OWNERSHIP-MISSISSIPPI COUNTY
 GD1900'COMM. P.O.BOX 304 CHARLESTON, MO 63834.  MANAGER IS JUNIOR DELAY,
 GD1900'PHONE, 314-683-2146 OR 314-683-6412, LOCAL POLICE=314-683-3737.
 GD1900'TO REACH THE STATION FROM THE SOUTH END OF THE STATE HIGHWAY 105
 GD1900'BRIDGE OVER US HIGHWAY 57 LOCATED ON THE SOUTH SIDE OF CHARLESTON, GO
 GD1900'SOUTH ON STATE HIGHWAY 105 FOR 6.2 KM (3.85 MI) TO THE JUNCTION OF
 GD1900'COUNTY ROADS D AND C, TURN RIGHT, WEST, ON COUNTY ROAD C FOR 0.08 KM
 GD1900'(0.05 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, ALSO THE ENTRANCE
 GD1900'ROAD TO THE COUNTY AMBULANCE SERVICE BUILDING, TURN LEFT, SOUTH, ON
 GD1900'THE ENTRANCE ROAD FOR 0.32 KM (0.20 MI) TO THE APRON AND TIE-DOWN
 GD1900'AREA, TURN RIGHT, NORTHWESTERLY, ONTO THE ENTRANCE RAMP TO THE
 GD1900'JUNCTION OF THE END OF RUNWAY 18, CONTINUE STRIGHT AHEAD CROSSING THE
 GD1900'RUNWAY ONTO THE GRASS AND THE STATION ON THE RIGHT, NEAR THE NORTHWEST
 GD1900'CORNER OF RUNWAY 18.
 GD1900'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD ENCASSED
 GD1900'IN A 5-INCH PVC PIPE WITH A LOG CAP, LOCATED 17.1 M (56.1 FT) WEST OF
 GD1900'THE CENTER OF THE RUNWAY, 7.8 M (25.6 FT) WEST OF THE NORTHWEST CORNER
 GD1900'OF THE RUNWAY, 4.8 M (15.7 FT) WEST-SOUTHWEST OF A RUNWAY END LIGHT
 GD1900'AND 4.8 M (15.7 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST.
 GD1900'DESCRIBED BY M.L.M.
 GD1900
 GD1900                          STATION RECOVERY (1990)
 GD1900
 GD1900'RECOVERED 1990
 GD1900'RECOVERED IN GOOD CONDITION.
 GD1900
 GD1900                          STATION RECOVERY (2002)
 GD1900
 GD1900'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1901 ***********************************************************************
 GD1901  DESIGNATION -  MISSPORT AZ MK
 GD1901  PID         -  GD1901
 GD1901  STATE/COUNTY-  MO/MISSISSIPPI
 GD1901  USGS QUAD   -  ANNISTON (1969)
 GD1901
 GD1901                         *CURRENT SURVEY CONTROL
 GD1901  ___________________________________________________________________
 GD1901* NAD 83(1997)-  36 50 24.12713(N)    089 21 35.71844(W)     ADJUSTED  
 GD1901* NAVD 88     -        95.     (meters)     312.     (feet)  VERTCON   
 GD1901  ___________________________________________________________________
 GD1901  X           -      57,092.971 (meters)                     COMP
 GD1901  Y           -  -5,110,391.419 (meters)                     COMP
 GD1901  Z           -   3,803,240.711 (meters)                     COMP
 GD1901  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GD1901  ELLIP HEIGHT-          66.77  (meters)          (02/17/00) GPS OBS
 GD1901  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GD1901
 GD1901  HORZ ORDER  -  THIRD
 GD1901  ELLP ORDER  -  FOURTH    CLASS I
 GD1901
 GD1901.This mark is at Mississippi County Airport (CHQ)
 GD1901
 GD1901.The horizontal coordinates were established by GPS observations
 GD1901.and adjusted by the National Geodetic Survey in February 2000..
 GD1901.No horizontal observational check was made to the station.
 GD1901
 GD1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1901
 GD1901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GD1901
 GD1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1901
 GD1901.The ellipsoidal height was determined by GPS observations
 GD1901.and is referenced to NAD 83.
 GD1901
 GD1901.The geoid height was determined by GEOID03.
 GD1901
 GD1901;                    North         East     Units Scale Factor Converg.
 GD1901;SPC MO E     -   112,308.144   351,687.581   MT  1.00006068   +0 41 01.1
 GD1901;UTM  16      - 4,079,726.459   289,567.520   MT  1.00014556   -1 24 55.8
 GD1901
 GD1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1901!SPC MO E     -   0.99998952  x   1.00006068  =   1.00005020
 GD1901!UTM  16      -   0.99998952  x   1.00014556  =   1.00013508
 GD1901
 GD1901:                Primary Azimuth Mark                     Grid Az
 GD1901:SPC MO E     -  MISSPORT                                 359 59 28.9
 GD1901:UTM  16      -  MISSPORT                                 002 05 25.8
 GD1901
 GD1901|---------------------------------------------------------------------|
 GD1901| PID    Reference Object                     Distance      Geod. Az  |
 GD1901|                                                           dddmmss.s |
 GD1901| GD1900 MISSPORT                            APPROX. 0.7 KM 0004030.0 |
 GD1901|---------------------------------------------------------------------|
 GD1901
 GD1901                          SUPERSEDED SURVEY CONTROL
 GD1901
 GD1901  NAD 83(1997)-  36 50 24.12714(N)    089 21 35.71842(W) AD(       ) 3
 GD1901  NAD 83(1997)-  36 50 24.12754(N)    089 21 35.71826(W) AD(       ) 3
 GD1901  NAD 83(1997)-  36 50 24.12856(N)    089 21 35.71808(W) AD(       ) 3
 GD1901  NAD 83(1986)-  36 50 24.13824(N)    089 21 35.71874(W) AD(       ) 3
 GD1901  NGVD 29 (07/16/90)   95.     (m)          312.     (f) GPS OBS        
 GD1901
 GD1901.Superseded values are not recommended for survey control.
 GD1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1901.See file dsdata.txt to determine how the superseded data were derived.
 GD1901
 GD1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF8956879726(NAD 83)
 GD1901_MARKER: I = METAL ROD
 GD1901_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GD1901_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GD1901_STAMPING: MISSPORT AZ MK 1989
 GD1901_MARK LOGO: NGS   
 GD1901_PROJECTION: FLUSH
 GD1901_MAGNETIC: I = MARKER IS A STEEL ROD
 GD1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1901+SATELLITE: SATELLITE OBSERVATIONS - February 16, 1990
 GD1901_ROD/PIPE-DEPTH: 23.5 meters
 GD1901_SLEEVE-DEPTH  : 0.91 meters
 GD1901
 GD1901  HISTORY     - Date     Condition        Report By
 GD1901  HISTORY     - 1989     MONUMENTED       NGS
 GD1901  HISTORY     - 19900216 GOOD
 GD1901
 GD1901                          STATION DESCRIPTION
 GD1901
 GD1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GD1901'THE STATION IS LOCATED ABOUT 8.1 KM (5.05 MI) SOUTH-SOUTHWEST OF
 GD1901'CHARLESTON, ABOUT 21 KM (13.05 MI) EAST-SOUTHEAST OF SIKESTON, NEAR
 GD1901'THE NORTHEAST CORNER OF A VASI LIGHT AT THE CHARLESTON/MISSISSIPPI
 GD1901'COUNTY AIRPORT.  OWNERSHIP-MISSISSIPPI COUNTY COMM. P.O.BOX 304
 GD1901'CHARLESTON, MO 63834.  MANAGER IS JUNIOR DELAY, PHONE, 314-683-2146 OR
 GD1901'314-683-6412, LOCAL POLICE=314-683-3737.
 GD1901'TO REACH THE STATION FROM THE SOUTH END OF THE STATE HIGHWAY 105
 GD1901'BRIDGE OVER US HIGHWAY 57 LOCATED ON THE SOUTH SIDE OF CHARLESTON, GO
 GD1901'SOUTH ON STATE HIGHWAY 105 FOR 6.2 KM (3.85 MI) TO THE JUNCTION OF
 GD1901'COUNTY ROADS D AND C, TURN RIGHT, WEST, ON COUNTY ROAD C FOR 0.08 KM
 GD1901'(0.05 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, ALSO THE ENTRANCE
 GD1901'ROAD TO THE COUNTY AMBULANCE SERVICE BUILDING, TURN LEFT, SOUTH, ON
 GD1901'THE ENTRANCE ROAD FOR 0.32 KM (0.20 MI) TO THE APRON AND TIE-DOWN
 GD1901'AREA, TURN RIGHT, NORTHWESTERLY, ONTO THE ENTRANCE RAMP TO THE
 GD1901'JUNCTION OF THE END OF RUNWAY 18, TURN LEFT, SOUTH  ONTO THE RUNWAY
 GD1901'AND GO 0.5 KM (0.30 MI) TO A VASI LIGHT AND THE STATION ON THE RIGHT.
 GD1901'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD ENCASSED
 GD1901'IN A 5-INCH PVC PIPE WITH A LOG CAP, LOCATED 23.4 M (76.8 FT) WEST OF
 GD1901'THE CENTER OF THE RUNWAY, 14.4 M (47.2 FT) NORTHWEST OF A RUNWAY LIGHT
 GD1901', 0.5 M (1.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE PAP
 GD1901'OF THE VASI LIGHT AND 0.5 M (1.6 FT) NORTHEAST OF A FIBERGLASS WITNESS
 GD1901'POST.
 GD1901'DESCRIBED BY M.L.M.
 GD1901
 GD1901                          STATION RECOVERY (1990)
 GD1901
 GD1901'RECOVERED 1990
 GD1901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI4898 ***********************************************************************
 AI4898  PACS        -  This is a Primary Airport Control Station.
 AI4898  DESIGNATION -  MKC F
 AI4898  PID         -  AI4898
 AI4898  STATE/COUNTY-  MO/PLATTE
 AI4898  USGS QUAD   -  NORTH KANSAS CITY (1997)
 AI4898
 AI4898                         *CURRENT SURVEY CONTROL
 AI4898  ___________________________________________________________________
 AI4898* NAD 83(1997)-  39 08 02.56453(N)    094 35 19.83997(W)     ADJUSTED  
 AI4898* NAVD 88     -       230.27   (meters)     755.5    (feet)  GPS OBS   
 AI4898  ___________________________________________________________________
 AI4898  X           -    -396,352.190 (meters)                     COMP
 AI4898  Y           -  -4,938,221.612 (meters)                     COMP
 AI4898  Z           -   4,003,995.841 (meters)                     COMP
 AI4898  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AI4898  ELLIP HEIGHT-         197.78  (meters)          (04/24/00) GPS OBS
 AI4898  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 AI4898
 AI4898  HORZ ORDER  -  B
 AI4898  ELLP ORDER  -  FOURTH    CLASS II
 AI4898
 AI4898.This mark is at Kansas City Downtown Airport (MKC)
 AI4898
 AI4898.The horizontal coordinates were established by GPS observations
 AI4898.and adjusted by the National Geodetic Survey in April 2000..
 AI4898
 AI4898.The orthometric height was determined by GPS observations and a
 AI4898.high-resolution geoid model.
 AI4898
 AI4898.GPS derived orthometric heights for airport stations designated as
 AI4898.PACS or SACS are published to 2 decimal places.  This maintains
 AI4898.centimeter relative accuracy between the PACS and SACS.  It does
 AI4898.not indicate centimeter accuracy relative to other marks which are
 AI4898.part of the NAVD 88 network.
 AI4898
 AI4898.Photographs are available for this station.
 AI4898
 AI4898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4898
 AI4898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4898
 AI4898.The ellipsoidal height was determined by GPS observations
 AI4898.and is referenced to NAD 83.
 AI4898
 AI4898.The geoid height was determined by GEOID03.
 AI4898
 AI4898;                    North         East     Units Scale Factor Converg.
 AI4898;SPC MO W     -   329,333.595   842,318.720   MT  0.99994190   -0 03 21.9
 AI4898;UTM  15      - 4,332,853.833   362,675.525   MT  0.99983220   -1 00 10.6
 AI4898
 AI4898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4898!SPC MO W     -   0.99996897  x   0.99994190  =   0.99991087
 AI4898!UTM  15      -   0.99996897  x   0.99983220  =   0.99980118
 AI4898
 AI4898                          SUPERSEDED SURVEY CONTROL
 AI4898
 AI4898.No superseded survey control is available for this station.
 AI4898
 AI4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6267632854(NAD 83)
 AI4898_MARKER: I = METAL ROD
 AI4898_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI4898_STAMPING: MKC F 1999
 AI4898_MARK LOGO: NONE  
 AI4898_PROJECTION: RECESSED 5 CENTIMETERS
 AI4898_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4898+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2000
 AI4898_ROD/PIPE-DEPTH: 23.3 meters
 AI4898_SLEEVE-DEPTH  : 0.90 meters
 AI4898
 AI4898  HISTORY     - Date     Condition        Report By
 AI4898  HISTORY     - 1999     MONUMENTED       NGS
 AI4898  HISTORY     - 20001027 GOOD             NGS
 AI4898
 AI4898                          STATION DESCRIPTION
 AI4898
 AI4898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI4898'THE STATION IS LOCATED NEAR THE CENTER OF THE WEST SIDE OF KANSAS
 AI4898'CITY, MO AT THE KANSAS CITY DOWNTOWN AIRPORT, ALONG THE EAST SIDE OF
 AI4898'THE MISSOURI RIVER, AT THE NORTH END OF THE AIRFIELD, ABOUT 75 M
 AI4898'(246.1 FT) SOUTHEAST OF THE TOP OF A LEVY, IN THE NORTHEAST QUADRANT
 AI4898'OF THE JUNCTION OF THE BLASTPAD AND CONNECTOR TAXI FOR RUNWAY END 19,
 AI4898'ON THE EXTENDED CENTER OF THE STOP LINE, AND NEAR THE HIGHEAST POINT
 AI4898'OF THE AIRFIELD.  OWNERSHIP--KANSAS CITY DOWNTOWN AIRPORT, AVIATION
 AI4898'DEPARTMENT, 300 RICHARDS ROAD, KANSAS CITY, MO 64116.  AIRPORT MANAGER
 AI4898'IS EDWARD C.  NOYALLIS.  PHONE 816-221-4448, FAX 816-221-4802.
 AI4898'CONTACT HIM IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND
 AI4898'ACCESS THROUGH THE LOCKED GATES.  AN ESCORT IS REQUIRED. TO REACH FROM
 AI4898'THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 29 AND U.S.
 AI4898'HIGHWAY 169 (EXITS 2 A AND B) GO SOUTHERLY ON HIGHWAY 169 (WHICH
 AI4898'BECOMES BROADWAY) FOR 5.3 KM (3.30 MI) TO THE JUNCTION OF RICHARDS
 AI4898'ROAD ON THE RIGHT.  TURN RIGHT, THEN LEFT, SOUTH, ON RICHARDS ROAD FOR
 AI4898'0.98 KM (0.60 MI) TO A ROAD ON THE RIGHT LEADING BETWEEN HANGAR 4 AND
 AI4898'THE OLD CONTROL TOWER.  TURN RIGHT, NORTHWEST, ON THE ROAD FOR 0.12 KM
 AI4898'(0.05 MI) TO A GATE AT THE APRON (GATE 7) . PASS THROUGH THE GATE,
 AI4898'NORTHWEST, ACROSS THE APRON FOR 0.15 KM (0.10 MI) TO TAXI G AT THE
 AI4898'WESTERLY EDGE OF THE APRON.  TURN RIGHT, NORTHEAST, THEN NORTH, ALONG
 AI4898'TAXI G CROSSING RUNWAY 21 FOR 1.28 KM (0.80 MI) TO THE STATION ON THE
 AI4898'RIGHT JUST BEFORE THE JUNCTION OF RUNWAY END 19.  THE STATION IS A
 AI4898'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 AI4898'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AI4898'SURROUNDED BY CONCRETE RECESSED 5 CM BELW THE GROUND.  IT IS 57.8 M
 AI4898'(189.6 FT) NORTH-NORTHEAST OF THE NORTH EDGE OF THE CONNECTOR TAXI AT
 AI4898'THE STOP LINE, 52.2 EAST-SOUTHEAST OF THE EAST EDGE OF THE BLASTPAD,
 AI4898'45.5 M (149.3 FT) NORTH OF THE NORTH END OF A SIGN FOR RUNWAY 19 AND
 AI4898'TAXI G, 27.5 M (90.2 FT) NORTH-NORTHEAST OF THE NORTH EDGE OF THE
 AI4898'PAVED SHOULDER FOR THE CONNECTOR TAXI, AND 20.1 M (65.9 FT)
 AI4898'SOUTH-SOUTHWEST OF A WINDSOCK POLE.  NOTE--THIS IS THE PRIMARY AIRPORT
 AI4898'CONTROL STATION (PACS) .
 AI4898
 AI4898                          STATION RECOVERY (2000)
 AI4898
 AI4898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI4898'RECOVERED AS DESCRIBED.
 AI4898'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI4899 ***********************************************************************
 AI4899  SACS        -  This is a Secondary Airport Control Station.
 AI4899  DESIGNATION -  MKC G
 AI4899  PID         -  AI4899
 AI4899  STATE/COUNTY-  MO/PLATTE
 AI4899  USGS QUAD   -  KANSAS CITY (1991)
 AI4899
 AI4899                         *CURRENT SURVEY CONTROL
 AI4899  ___________________________________________________________________
 AI4899* NAD 83(1997)-  39 07 18.36401(N)    094 35 31.35189(W)     ADJUSTED  
 AI4899* NAVD 88     -       225.67   (meters)     740.4    (feet)  GPS OBS   
 AI4899  ___________________________________________________________________
 AI4899  X           -    -396,696.380 (meters)                     COMP
 AI4899  Y           -  -4,939,053.362 (meters)                     COMP
 AI4899  Z           -   4,002,935.519 (meters)                     COMP
 AI4899  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AI4899  ELLIP HEIGHT-         193.18  (meters)          (04/24/00) GPS OBS
 AI4899  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AI4899
 AI4899  HORZ ORDER  -  FIRST
 AI4899  ELLP ORDER  -  THIRD     CLASS II
 AI4899
 AI4899.This mark is at Kansas City Downtown Airport (MKC)
 AI4899
 AI4899.The horizontal coordinates were established by GPS observations
 AI4899.and adjusted by the National Geodetic Survey in April 2000..
 AI4899
 AI4899.The orthometric height was determined by GPS observations and a
 AI4899.high-resolution geoid model.
 AI4899
 AI4899.GPS derived orthometric heights for airport stations designated as
 AI4899.PACS or SACS are published to 2 decimal places.  This maintains
 AI4899.centimeter relative accuracy between the PACS and SACS.  It does
 AI4899.not indicate centimeter accuracy relative to other marks which are
 AI4899.part of the NAVD 88 network.
 AI4899
 AI4899.Photographs are available for this station.
 AI4899
 AI4899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4899
 AI4899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4899
 AI4899.The ellipsoidal height was determined by GPS observations
 AI4899.and is referenced to NAD 83.
 AI4899
 AI4899.The geoid height was determined by GEOID03.
 AI4899
 AI4899;                    North         East     Units Scale Factor Converg.
 AI4899;SPC MO W     -   327,970.881   842,040.868   MT  0.99994196   -0 03 29.1
 AI4899;UTM  15      - 4,331,496.044   362,375.228   MT  0.99983322   -1 00 16.9
 AI4899
 AI4899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4899!SPC MO W     -   0.99996969  x   0.99994196  =   0.99991165
 AI4899!UTM  15      -   0.99996969  x   0.99983322  =   0.99980292
 AI4899
 AI4899                          SUPERSEDED SURVEY CONTROL
 AI4899
 AI4899.No superseded survey control is available for this station.
 AI4899
 AI4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6237531496(NAD 83)
 AI4899_MARKER: DH = HORIZONTAL CONTROL DISK
 AI4899_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI4899_SP_SET: CONCRETE DRAIN
 AI4899_STAMPING: MKC G 1999
 AI4899_MARK LOGO: NGS   
 AI4899_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4899+STABILITY: SURFACE MOTION
 AI4899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4899+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2000
 AI4899
 AI4899  HISTORY     - Date     Condition        Report By
 AI4899  HISTORY     - 1999     MONUMENTED       NGS
 AI4899  HISTORY     - 20001027 GOOD             NGS
 AI4899
 AI4899                          STATION DESCRIPTION
 AI4899
 AI4899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI4899'THE STATION IS LOCATED NEAR THE CENTER OF THE WEST SIDE OF KANSAS
 AI4899'CITY, MO AT THE KANSAS CITY DOWNTOWN AIRPORT, ALONG THE EAST SIDE OF
 AI4899'THE MISSOURI RIVER, NEAR THE CENTER OF THE SOUTHWEST END OF A GRASS
 AI4899'ISLAND BETWEEN THE NORTHWEST EGDE OF THE APRON (TAXI G) AND RUNWAY
 AI4899'3-21, AND IN THE EAST QUADRANT OF THE JUNCTION OF RUNWAYS 1-19 AND
 AI4899'3-21.  OWNERSHIP--KANSAS CITY DOWNTOWN AIRPORT, AVIATION DEPARTMENT,
 AI4899'300 RICHARDS ROAD, KANSAS CITY, MO 64116.  AIRPORT MANAGER IS EDWARD
 AI4899'C.  NOYALLIS.  PHONE 816-221-4448, FAX 816-221-4802.  CONTACT HIM IN
 AI4899'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE
 AI4899'LOCKED GATES.  AN ESCORT IS REQUIRED.  TO REACH FROM THE UNDERPASS AT
 AI4899'THE JUNCTION OF INTERSTATE HIGHWAY 29 AND U.S.  HIGHWAY 169 (EXITS 2 A
 AI4899'AND B) GO SOUTHERLY ON HIGHWAY 169 (WHICH BECOMES BROADWAY) FOR 5.3 KM
 AI4899'(3.30 MI) TO THE JUNCTION OF RICHARDS ROAD ON THE RIGHT.  TURN RIGHT,
 AI4899'THEN LEFT, SOUTH, ON RICHARDS ROAD FOR 0.98 KM (0.60 MI) TO A ROAD ON
 AI4899'THE RIGHT LEADING BETWEEN HANGAR 4 AND THE OLD CONTROL TOWER.  TURN
 AI4899'RIGHT, NORTHWEST, ON THE ROAD FOR 0.12 KM (0.05 MI) TO A GATE AT THE
 AI4899'APRON (GATE 7) .  PASS THROUGH THE GATE, NORTHWEST, ACROSS THE APRON
 AI4899'FOR 0.15 KM (0.10 MI) TO TAXI G AT THE WESTERLY EDGE OF THE APRON.
 AI4899'TURN LEFT, SOUTHWEST, ALONG THE TAXI FOR 0.16 KM (0.10 MI) TO THE
 AI4899'STATION ON THE RIGHT JUST BEFORE THE JUNCTION OF TAXI C.  THE STATION
 AI4899'IS SET FLUSH IN THE TOP OF AND NEAR THE EAST CORNER OF A 2 M (6.6 FT)
 AI4899'SQUARE DRAIN SET FLUSH WITH THE GROUND.  IT IS 86.9 M (285.1 FT)
 AI4899'NORTHEAST OF THE NORTHEAST EDGE OF TAXI C, 37.9 M (124.3 FT) SOUTHEAST
 AI4899'OF THE SOUTHEAST EDGE OF RUNWAY 3-21, 36.6 M (120.1 FT) NORTHWEST OF
 AI4899'THE NORTHWEST EDGE OF TAXI G, 35.0 M (114.8 FT) SOUTHEAST OF THE 2ND
 AI4899'RUNWAY LIGHT NORTHEAST OF THE JUNCTION OF RUNWAY 3-21 AND TAXI C
 AI4899'(LIGHT NUMBER 15) , 1.6 M (5.2 FT) SOUTH-SOUTHWEST OF THE EXTENDED
 AI4899'STOP LINE CENTER, AND 0.4 M (1.3 FT) WEST OF THE EAST CORNER OF THE
 AI4899'DRAIN.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AI4899
 AI4899                          STATION RECOVERY (2000)
 AI4899
 AI4899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI4899'RECOVERED AS DESCRIBED.
 AI4899' 
 AI4899'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI4900 ***********************************************************************
 AI4900  SACS        -  This is a Secondary Airport Control Station.
 AI4900  DESIGNATION -  MKC H
 AI4900  PID         -  AI4900
 AI4900  STATE/COUNTY-  MO/PLATTE
 AI4900  USGS QUAD   -  KANSAS CITY (1991)
 AI4900
 AI4900                         *CURRENT SURVEY CONTROL
 AI4900  ___________________________________________________________________
 AI4900* NAD 83(1997)-  39 07 00.55341(N)    094 35 46.22506(W)     ADJUSTED  
 AI4900* NAVD 88     -       225.72   (meters)     740.5    (feet)  GPS OBS   
 AI4900  ___________________________________________________________________
 AI4900  X           -    -397,080.294 (meters)                     COMP
 AI4900  Y           -  -4,939,370.228 (meters)                     COMP
 AI4900  Z           -   4,002,509.419 (meters)                     COMP
 AI4900  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AI4900  ELLIP HEIGHT-         193.24  (meters)          (04/24/00) GPS OBS
 AI4900  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AI4900
 AI4900  HORZ ORDER  -  FIRST
 AI4900  ELLP ORDER  -  THIRD     CLASS II
 AI4900
 AI4900.This mark is at Kansas City Downtown Airport (MKC)
 AI4900
 AI4900.The horizontal coordinates were established by GPS observations
 AI4900.and adjusted by the National Geodetic Survey in April 2000..
 AI4900
 AI4900.The orthometric height was determined by GPS observations and a
 AI4900.high-resolution geoid model.
 AI4900
 AI4900.GPS derived orthometric heights for airport stations designated as
 AI4900.PACS or SACS are published to 2 decimal places.  This maintains
 AI4900.centimeter relative accuracy between the PACS and SACS.  It does
 AI4900.not indicate centimeter accuracy relative to other marks which are
 AI4900.part of the NAVD 88 network.
 AI4900
 AI4900.Photographs are available for this station.
 AI4900
 AI4900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4900
 AI4900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4900
 AI4900.The ellipsoidal height was determined by GPS observations
 AI4900.and is referenced to NAD 83.
 AI4900
 AI4900.The geoid height was determined by GEOID03.
 AI4900
 AI4900;                    North         East     Units Scale Factor Converg.
 AI4900;SPC MO W     -   327,422.035   841,683.030   MT  0.99994203   -0 03 38.4
 AI4900;UTM  15      - 4,330,953.243   362,008.412   MT  0.99983446   -1 00 25.9
 AI4900
 AI4900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4900!SPC MO W     -   0.99996968  x   0.99994203  =   0.99991171
 AI4900!UTM  15      -   0.99996968  x   0.99983446  =   0.99980415
 AI4900
 AI4900                          SUPERSEDED SURVEY CONTROL
 AI4900
 AI4900.No superseded survey control is available for this station.
 AI4900
 AI4900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6200830953(NAD 83)
 AI4900_MARKER: DH = HORIZONTAL CONTROL DISK
 AI4900_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI4900_SP_SET: CONCRETE DRAIN
 AI4900_STAMPING: MKC H 1999
 AI4900_MARK LOGO: NGS   
 AI4900_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4900+STABILITY: SURFACE MOTION
 AI4900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4900+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2000
 AI4900
 AI4900  HISTORY     - Date     Condition        Report By
 AI4900  HISTORY     - 1999     MONUMENTED       NGS
 AI4900  HISTORY     - 20001027 GOOD             NGS
 AI4900
 AI4900                          STATION DESCRIPTION
 AI4900
 AI4900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI4900'THE STATION IS LOCATED NEAR THE CENTER OF THE WEST SIDE OF KANSAS
 AI4900'CITY, MO AT THE KANSAS CITY DOWNTOWN AIRPORT, ALONG THE EAST SIDE OF
 AI4900'THE MISSOURI RIVER, NEAR THE CENTER OF THE SOUTHWEST PART OF THE
 AI4900'AIRFIELD, ALONG THE NORTH SIDE OF TAXI B, AND BETWEEN RUNWAY END 3 AND
 AI4900'RUNWAY 1.  OWNERSHIP--KANSAS CITY DOWNTOWN AIRPORT, AVIATION
 AI4900'DEPARTMENT, 300 RICHARDS ROAD, KANSAS CITY, MO 64116.  AIRPORT MANAGER
 AI4900'IS EDWARD C.  NOYALLIS.  PHONE 816-221-4448, FAX 816-221-4802.
 AI4900'CONTACT HIM IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND
 AI4900'ACCESS THROUGH THE LOCKED GATES.  AN ESCORT IS REQUIRED. TO REACH FROM
 AI4900'THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 29 AND U.S.
 AI4900'HIGHWAY 169 (EXITS 2 A AND B) GO SOUTHERLY ON HIGHWAY 169 (WHICH
 AI4900'BECOMES BROADWAY) FOR 5.3 KM (3.30 MI) TO THE JUNCTION OF RICHARDS
 AI4900'ROAD ON THE RIGHT.  TURN RIGHT, THEN LEFT, SOUTH, ON RICHARDS ROAD FOR
 AI4900'0.98 KM (0.60 MI) TO A ROAD ON THE RIGHT LEADING BETWEEN HANGAR 4 AND
 AI4900'THE OLD CONTROL TOWER.  TURN RIGHT, NORTHWEST, ON THE ROAD FOR 0.12 KM
 AI4900'(0.05 MI) TO A GATE AT THE APRON (GATE 7) . PASS THROUGH THE GATE,
 AI4900'NORTHWEST, ACROSS THE APRON FOR 0.15 KM (0.10 MI) TO TAXI G AT THE
 AI4900'WESTERLY EDGE OF THE APRON.  TURN LEFT, SOUTHWEST, ALONG THE TAXI FOR
 AI4900'0.48 KM (0.30 MI) TO THE JUNCTION OF TAXI B.  TURN RIGHT, WEST, ALONG
 AI4900'THE TAXI CROSSING RUNWAY 1 FOR 0.16 KM (0.10 MI) TO THE STATION ON THE
 AI4900'RIGHT.  THE STATION IS SET FLUSH IN THE TOP OF AND NEAR THE EAST
 AI4900'CORNER OF A 2 M (6.6 FT) SQUARE DRAIN SET FLUSH WITH THE GROUND.  IT
 AI4900'IS 100.0 M (328.1 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 3-21,
 AI4900'98.9 M (324.5 FT) WEST-NORTHWEST OF THE WEST EDGE OF RUNWAY 1-19, 41.7
 AI4900'M (136.8 FT) NORTH-NORTHEAST OF THE CENTER OF TAXI B, 43.3 M (142.1
 AI4900'FT) WEST-SOUTHWEST OF STATION MKC E, 39.4 M (129.3 FT) WEST-NORTHWEST
 AI4900'OF THE CENTER OF A SIGN FOR RUNWAY 1-19 AND TAXI B, 23.3 M (76.4 FT)
 AI4900'NORTH-NORTHEAST OF THE PAVED SHOULDER EDGE OF TAXI B, AND 0.6 M (2.0
 AI4900'FT) SOUTHWEST OF THE EAST CORNER OF THE DRAIN.  NOTE--THIS IS A
 AI4900'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AI4900
 AI4900                          STATION RECOVERY (2000)
 AI4900
 AI4900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI4900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0571 ***********************************************************************
 LF0571  DESIGNATION -  MM 209
 LF0571  PID         -  LF0571
 LF0571  STATE/COUNTY-  MO/ATCHISON
 LF0571  USGS QUAD   -  ROCK PORT (1981)
 LF0571
 LF0571                         *CURRENT SURVEY CONTROL
 LF0571  ___________________________________________________________________
 LF0571* NAD 83(1986)-  40 23 03.     (N)    095 35 37.     (W)     SCALED    
 LF0571* NAVD 88     -       271.705  (meters)     891.42   (feet)  ADJUSTED  
 LF0571  ___________________________________________________________________
 LF0571  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LF0571  DYNAMIC HT  -         271.561 (meters)     890.95  (feet)  COMP
 LF0571  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 LF0571
 LF0571  VERT ORDER  -  FIRST     CLASS II
 LF0571
 LF0571.The horizontal coordinates were scaled from a topographic map and have
 LF0571.an estimated accuracy of +/- 6 seconds.
 LF0571
 LF0571.The orthometric height was determined by differential leveling
 LF0571.and adjusted by the National Geodetic Survey in June 1991..
 LF0571
 LF0571.The geoid height was determined by GEOID03.
 LF0571
 LF0571.The dynamic height is computed by dividing the NAVD 88
 LF0571.geopotential number by the normal gravity value computed on the
 LF0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0571.degrees latitude (g = 980.6199 gals.).
 LF0571
 LF0571.The modeled gravity was interpolated from observed gravity values.
 LF0571
 LF0571;                    North         East    Units  Estimated Accuracy
 LF0571;SPC MO W     -   468,700.      757,140.      MT  (+/- 180 meters Scaled)
 LF0571
 LF0571                          SUPERSEDED SURVEY CONTROL
 LF0571
 LF0571  NGVD 29 (??/??/92)  271.619  (m)          891.14   (f) ADJ UNCH    1 2
 LF0571
 LF0571.Superseded values are not recommended for survey control.
 LF0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0571.See file dsdata.txt to determine how the superseded data were derived.
 LF0571
 LF0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE798736(NAD 83)
 LF0571_MARKER: DB = BENCH MARK DISK
 LF0571_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LF0571_SP_SET: HEADWALL
 LF0571_STAMPING: MM 209 1948
 LF0571_MARK LOGO: CGS   
 LF0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0571+STABILITY: SURFACE MOTION
 LF0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0571+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 LF0571
 LF0571  HISTORY     - Date     Condition        Report By
 LF0571  HISTORY     - 1948     MONUMENTED       CGS
 LF0571  HISTORY     - 1961     GOOD             NGS
 LF0571  HISTORY     - 19890726 GOOD             NGS
 LF0571
 LF0571                          STATION DESCRIPTION
 LF0571
 LF0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0571'1.3 MI SE FROM PHELPS CITY.
 LF0571'1.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0571'RAILROAD FROM THE STATION AT PHELPS CITY, 93.0 FEET NORTHWEST
 LF0571'OF MILEPOST 127, IN THE TOP OF A CONCRETE CULVERT, 8.0 FEET
 LF0571'NORTHEAST OF THE NORTHEAST RAIL, 1.0 FOOT BELOW THE LEVEL OF THE
 LF0571'RAILS.
 LF0571
 LF0571                          STATION RECOVERY (1961)
 LF0571
 LF0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF0571'RECOVERED IN GOOD CONDITION.
 LF0571
 LF0571                          STATION RECOVERY (1989)
 LF0571
 LF0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0571'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.2 KM (1.35
 LF0571'MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 LF0571'JUNCTION OF U.S. HIGHWAY 136 IN PHELPS CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2878 ***********************************************************************
 JD2878  DESIGNATION -  MNT 01
 JD2878  PID         -  JD2878
 JD2878  STATE/COUNTY-  MO/MONITEAU
 JD2878  USGS QUAD   -  JAMESTOWN (1969)
 JD2878
 JD2878                         *CURRENT SURVEY CONTROL
 JD2878  ___________________________________________________________________
 JD2878* NAD 83(1997)-  38 45 02.39573(N)    092 24 34.90487(W)     ADJUSTED  
 JD2878* NAVD 88     -       172.74   (+/-2cm)     566.7    (feet)  VERTCON   
 JD2878  ___________________________________________________________________
 JD2878  X           -    -209,416.757 (meters)                     COMP
 JD2878  Y           -  -4,976,404.529 (meters)                     COMP
 JD2878  Z           -   3,970,855.918 (meters)                     COMP
 JD2878  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 JD2878  ELLIP HEIGHT-         140.05  (meters)          (02/17/00) GPS OBS
 JD2878  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JD2878
 JD2878  HORZ ORDER  -  FIRST
 JD2878  VERT ORDER  -  THIRD ? (See Below)
 JD2878  ELLP ORDER  -  FOURTH    CLASS I
 JD2878
 JD2878.The horizontal coordinates were established by GPS observations
 JD2878.and adjusted by the National Geodetic Survey in February 2000..
 JD2878
 JD2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2878.The vertical order pertains to the NGVD 29 superseded value.
 JD2878
 JD2878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2878
 JD2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2878
 JD2878.The ellipsoidal height was determined by GPS observations
 JD2878.and is referenced to NAD 83.
 JD2878
 JD2878.The geoid height was determined by GEOID03.
 JD2878
 JD2878;                    North         East     Units Scale Factor Converg.
 JD2878;SPC MO C     -   323,757.112   507,849.586   MT  0.99993409   +0 03 23.5
 JD2878;UTM  15      - 4,289,273.654   551,294.586   MT  0.99963240   +0 22 10.2
 JD2878
 JD2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2878!SPC MO C     -   0.99997803  x   0.99993409  =   0.99991212
 JD2878!UTM  15      -   0.99997803  x   0.99963240  =   0.99961043
 JD2878
 JD2878                          SUPERSEDED SURVEY CONTROL
 JD2878
 JD2878  NAD 83(1986)-  38 45 02.40420(N)    092 24 34.90874(W) AD(       ) 1
 JD2878  NGVD 29 (09/27/93)  172.69   (m)          566.6    (f) LEVELING    3  
 JD2878
 JD2878.Superseded values are not recommended for survey control.
 JD2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2878.See file dsdata.txt to determine how the superseded data were derived.
 JD2878
 JD2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5129589274(NAD 83)
 JD2878_MARKER: DD = SURVEY DISK
 JD2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2878_SP_SET: CONCRETE POST
 JD2878_STAMPING: MNT-01 1992
 JD2878_MARK LOGO: MODNR 
 JD2878_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JD2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2878+STABILITY: SURFACE MOTION
 JD2878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2878+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JD2878
 JD2878  HISTORY     - Date     Condition        Report By
 JD2878  HISTORY     - 1992     MONUMENTED       MODNR
 JD2878
 JD2878                          STATION DESCRIPTION
 JD2878
 JD2878'DESCRIBED BY MO DEPT OF NAT RES 1992
 JD2878'DATE OF REPORT 11-30-1992
 JD2878'STATION  MNT-01
 JD2878'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2878'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) (AIRLINE) EAST-SOUTHEAST OF
 JD2878'JAMESTOWN, MO ON THE WEST R/W OF MO. HWY. 179 AT THE VILLAGE OF SANDY
 JD2878'HOOK.  IT IS ABOUT 300 FT (91.4 M) SOUTH OF THE SANDY HOOK STORE
 JD2878'(WHICH IS ON THE EAST SIDE OF 179 AND IN A CURVE OF THE HIGHWAY).  IT
 JD2878'IS 71.5 FT (21.8 M) NORTH OF A CORNER TO FENCES NORTH AND WEST,
 JD2878'69.2 FT (21.1 M) NORTH OF A MSHTD R/W MARKER, 29 FT (8.8 M) WEST OF
 JD2878'THE CENTERLINE OF 179, 18.5 FT (5.6 M) WEST OF THE EDGE OF PAVEMENT
 JD2878'AND 2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS POST AT THE EAST SIDE
 JD2878'OF A DAIRY BARN LOT.
 JD2878'STATION AND AZIMUTH MARK TO REACH
 JD2878'TO REACH THE STATION FROM THE JUNCTION OF MO. HWY. 179 AND ROUTE AA IN
 JD2878'JAMESTOWN, MO, GO EASTERLY ON HWY. 179 FOR 4.25 MI (6.84 KM) TO THE
 JD2878'SANDY HOOK STORE ON THE LEFT (EAST) SIDE IN A CURVE TO THE RIGHT
 JD2878'(SOUTH). THE STATION IS ON THE OPPOSITE SIDE OF THE ROAD ABOUT 300 FT
 JD2878'(91.4 M) SOUTH ON THE WEST R/W AT THE DAIRY BARN LOT FENCE AS
 JD2878'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1858 ***********************************************************************
 JD1858  DESIGNATION -  MO 658
 JD1858  PID         -  JD1858
 JD1858  STATE/COUNTY-  MO/JOHNSON
 JD1858  USGS QUAD   -  CONCORDIA (1981)
 JD1858
 JD1858                         *CURRENT SURVEY CONTROL
 JD1858  ___________________________________________________________________
 JD1858* NAD 83(1986)-  38 55 43.     (N)    093 30 25.     (W)     SCALED    
 JD1858* NAVD 88     -       200.513  (meters)     657.85   (feet)  ADJUSTED  
 JD1858  ___________________________________________________________________
 JD1858  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1858  DYNAMIC HT  -         200.382 (meters)     657.42  (feet)  COMP
 JD1858  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 JD1858
 JD1858  VERT ORDER  -  SECOND    CLASS 0
 JD1858
 JD1858.The horizontal coordinates were scaled from a topographic map and have
 JD1858.an estimated accuracy of +/- 6 seconds.
 JD1858
 JD1858.The orthometric height was determined by differential leveling
 JD1858.and adjusted by the National Geodetic Survey in June 1991..
 JD1858
 JD1858.The geoid height was determined by GEOID03.
 JD1858
 JD1858.The dynamic height is computed by dividing the NAVD 88
 JD1858.geopotential number by the normal gravity value computed on the
 JD1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1858.degrees latitude (g = 980.6199 gals.).
 JD1858
 JD1858.The modeled gravity was interpolated from observed gravity values.
 JD1858
 JD1858;                    North         East    Units  Estimated Accuracy
 JD1858;SPC MO W     -   306,990.      936,110.      MT  (+/- 180 meters Scaled)
 JD1858
 JD1858                          SUPERSEDED SURVEY CONTROL
 JD1858
 JD1858  NGVD 29 (??/??/92)  200.42   (m)          657.5    (f) COMPUTED    2 0
 JD1858
 JD1858.Superseded values are not recommended for survey control.
 JD1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1858.See file dsdata.txt to determine how the superseded data were derived.
 JD1858
 JD1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD560089(NAD 83)
 JD1858_MARKER: P = PIPE CAP
 JD1858_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD1858_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD1858_STAMPING: MO 658
 JD1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1858
 JD1858  HISTORY     - Date     Condition        Report By
 JD1858  HISTORY     - UNK      MONUMENTED       USGS
 JD1858  HISTORY     - 1946     GOOD             NGS
 JD1858  HISTORY     - 1963     MARK NOT FOUND   NGS
 JD1858
 JD1858                          STATION DESCRIPTION
 JD1858
 JD1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1858'2.7 MI NW FROM DUNKSBURG.
 JD1858'ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL
 JD1858'BUILDING AT DUNKSBURG, THENCE 1.3 MILES NORTH AND WEST ALONG
 JD1858'A GRAVEL AND DIRT ROAD, THENCE 1.3 MILES NORTH ALONG A DIRT
 JD1858'ROAD, AND AT THE INTERSECTION WITH AN EAST-WEST GRAVEL ROAD,
 JD1858'21 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 JD1858'NORTH-SOUTH ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE
 JD1858'EAST-WEST ROAD, 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE
 JD1858'CORNER.  A BRONZE CAP ON HE TOP OF A 3 INCH IRON PIPE WHICH
 JD1858'PROJECTS 10 INCHES ABOVE THE GROUND.
 JD1858
 JD1858                          STATION RECOVERY (1963)
 JD1858
 JD1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1876 ***********************************************************************
 JD1876  DESIGNATION -  MO 761
 JD1876  PID         -  JD1876
 JD1876  STATE/COUNTY-  MO/JOHNSON
 JD1876  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1876
 JD1876                         *CURRENT SURVEY CONTROL
 JD1876  ___________________________________________________________________
 JD1876* NAD 83(1986)-  38 48 56.     (N)    093 37 34.     (W)     SCALED    
 JD1876* NAVD 88     -       231.883  (meters)     760.77   (feet)  ADJUSTED  
 JD1876  ___________________________________________________________________
 JD1876  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1876  DYNAMIC HT  -         231.727 (meters)     760.26  (feet)  COMP
 JD1876  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 JD1876
 JD1876  VERT ORDER  -  SECOND    CLASS 0
 JD1876
 JD1876.The horizontal coordinates were scaled from a topographic map and have
 JD1876.an estimated accuracy of +/- 6 seconds.
 JD1876
 JD1876.The orthometric height was determined by differential leveling
 JD1876.and adjusted by the National Geodetic Survey in June 1991..
 JD1876.WARNING-Repeat measurements at this control monument indicate possible
 JD1876.vertical movement.
 JD1876
 JD1876.The geoid height was determined by GEOID03.
 JD1876
 JD1876.The dynamic height is computed by dividing the NAVD 88
 JD1876.geopotential number by the normal gravity value computed on the
 JD1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1876.degrees latitude (g = 980.6199 gals.).
 JD1876
 JD1876.The modeled gravity was interpolated from observed gravity values.
 JD1876
 JD1876;                    North         East    Units  Estimated Accuracy
 JD1876;SPC MO W     -   294,340.      925,890.      MT  (+/- 180 meters Scaled)
 JD1876
 JD1876                          SUPERSEDED SURVEY CONTROL
 JD1876
 JD1876  NGVD 29 (??/??/92)  231.793  (m)          760.47   (f) ADJ UNCH    2 0
 JD1876
 JD1876.Superseded values are not recommended for survey control.
 JD1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1876.See file dsdata.txt to determine how the superseded data were derived.
 JD1876
 JD1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC456964(NAD 83)
 JD1876_MARKER: Q = CHISELED SQUARE
 JD1876_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD1876_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD1876_STAMPING: MO 761
 JD1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1876
 JD1876  HISTORY     - Date     Condition        Report By
 JD1876  HISTORY     - UNK      MONUMENTED       USGS
 JD1876  HISTORY     - 1946     GOOD             NGS
 JD1876  HISTORY     - 1963     GOOD             NGS
 JD1876  HISTORY     - 1984     POOR             NGS
 JD1876
 JD1876                          STATION DESCRIPTION
 JD1876
 JD1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1876'3.7 MI NW FROM MONTSERRAT.
 JD1876'ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JD1876'AT MONTSERRAT, THENCE 0.2 MILE EAST ALONG A GRAVEL ROAD, THENCE
 JD1876'2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE WEST
 JD1876'ALONG A DIRT ROAD, AND AT THE SOUTH SIDE OF A SCHOOLYARD,
 JD1876'25 FEET NORTH OF AND ABOUT 5 FEET HIGHER THAN THE CENTER LINE
 JD1876'OF THE ROAD, 21 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JD1876'SCHOOL BUILDING, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.
 JD1876'THE TOP OF A BRONZE CAP ON A 3 INCH IRON PIPE WHICH PROJECTS
 JD1876'15 INCHES ABOVE THE GROUND.
 JD1876
 JD1876                          STATION RECOVERY (1963)
 JD1876
 JD1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1876'RECOVERED IN GOOD CONDITION.
 JD1876
 JD1876                          STATION RECOVERY (1984)
 JD1876
 JD1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JD1876'ABOUT 0.76 M (2.5 FT) ABOVE THE GROUND, LEANING ABOUT 30 DEGREES TO
 JD1876'THE SOUTH AND LOOSE IN THE GROUND. THE MARKS ELEVATION IS PROBABLY
 JD1876'DESTROYED AND SHOULD BE USED WITH EXTREME CAUTION, IF AT ALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1894 ***********************************************************************
 JD1894  DESIGNATION -  MO 764
 JD1894  PID         -  JD1894
 JD1894  STATE/COUNTY-  MO/JOHNSON
 JD1894  USGS QUAD   -  WARRENSBURG EAST (1962)
 JD1894
 JD1894                         *CURRENT SURVEY CONTROL
 JD1894  ___________________________________________________________________
 JD1894* NAD 83(1986)-  38 48 52.     (N)    093 44 33.     (W)     SCALED    
 JD1894* NAVD 88     -       232.535  (meters)     762.91   (feet)  ADJUSTED  
 JD1894  ___________________________________________________________________
 JD1894  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JD1894  DYNAMIC HT  -         232.379 (meters)     762.40  (feet)  COMP
 JD1894  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 JD1894
 JD1894  VERT ORDER  -  SECOND    CLASS 0
 JD1894
 JD1894.The horizontal coordinates were scaled from a topographic map and have
 JD1894.an estimated accuracy of +/- 6 seconds.
 JD1894
 JD1894.The orthometric height was determined by differential leveling
 JD1894.and adjusted by the National Geodetic Survey in June 1991..
 JD1894.WARNING-Repeat measurements at this control monument indicate possible
 JD1894.vertical movement.
 JD1894
 JD1894.The geoid height was determined by GEOID03.
 JD1894
 JD1894.The dynamic height is computed by dividing the NAVD 88
 JD1894.geopotential number by the normal gravity value computed on the
 JD1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1894.degrees latitude (g = 980.6199 gals.).
 JD1894
 JD1894.The modeled gravity was interpolated from observed gravity values.
 JD1894
 JD1894;                    North         East    Units  Estimated Accuracy
 JD1894;SPC MO W     -   294,120.      915,790.      MT  (+/- 180 meters Scaled)
 JD1894
 JD1894                          SUPERSEDED SURVEY CONTROL
 JD1894
 JD1894  NGVD 29 (??/??/92)  232.444  (m)          762.61   (f) ADJ UNCH    2 0
 JD1894
 JD1894.Superseded values are not recommended for survey control.
 JD1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1894.See file dsdata.txt to determine how the superseded data were derived.
 JD1894
 JD1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC355964(NAD 83)
 JD1894_MARKER: P = PIPE CAP
 JD1894_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD1894_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD1894_STAMPING: MO 764
 JD1894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1894
 JD1894  HISTORY     - Date     Condition        Report By
 JD1894  HISTORY     - UNK      MONUMENTED       USGS
 JD1894  HISTORY     - 1946     GOOD             NGS
 JD1894  HISTORY     - 1963     GOOD             NGS
 JD1894
 JD1894                          STATION DESCRIPTION
 JD1894
 JD1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JD1894'4 MI N FROM WARRENSBURG.
 JD1894'ABOUT 4.0 MILES NORTH ALONG MISSOURI STATE HIGHWAY 13 FROM THE
 JD1894'CENTRAL MISSOURI STATE TEACHERS COLLEGE AT WARRENSBURG, AND AT
 JD1894'THE INTERSECTION WITH A DIRT ROAD LEADING EAST, 32 FEET WEST
 JD1894'OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY,
 JD1894'28 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE LEADING
 JD1894'WEST, 2 FEET SOUTH OF A 4 X 4 MARKER POST, 1 FOOT NORTH OF A
 JD1894'TELEPHONE POLE, AND IN LINE WITH A ROW OF POLES.  A BRONZE
 JD1894'CAP ON THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 15 INCHES
 JD1894'ABOVE THE GROUND.
 JD1894
 JD1894                          STATION RECOVERY (1963)
 JD1894
 JD1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1795 ***********************************************************************
 JD1795  DESIGNATION -  MO 804
 JD1795  PID         -  JD1795
 JD1795  STATE/COUNTY-  MO/JOHNSON
 JD1795  USGS QUAD   -  KNOB NOSTER (1981)
 JD1795
 JD1795                         *CURRENT SURVEY CONTROL
 JD1795  ___________________________________________________________________
 JD1795* NAD 83(1986)-  38 46 34.     (N)    093 37 19.     (W)     SCALED    
 JD1795* NAVD 88     -       244.992  (meters)     803.78   (feet)  ADJUSTED  
 JD1795  ___________________________________________________________________
 JD1795  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JD1795  DYNAMIC HT  -         244.826 (meters)     803.23  (feet)  COMP
 JD1795  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 JD1795
 JD1795  VERT ORDER  -  FIRST     CLASS II
 JD1795
 JD1795.The horizontal coordinates were scaled from a topographic map and have
 JD1795.an estimated accuracy of +/- 6 seconds.
 JD1795
 JD1795.The orthometric height was determined by differential leveling
 JD1795.and adjusted by the National Geodetic Survey in June 1991..
 JD1795.WARNING-Repeat measurements at this control monument indicate possible
 JD1795.vertical movement.
 JD1795
 JD1795.The geoid height was determined by GEOID03.
 JD1795
 JD1795.The dynamic height is computed by dividing the NAVD 88
 JD1795.geopotential number by the normal gravity value computed on the
 JD1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1795.degrees latitude (g = 980.6199 gals.).
 JD1795
 JD1795.The modeled gravity was interpolated from observed gravity values.
 JD1795
 JD1795;                    North         East    Units  Estimated Accuracy
 JD1795;SPC MO W     -   289,960.      926,300.      MT  (+/- 180 meters Scaled)
 JD1795
 JD1795                          SUPERSEDED SURVEY CONTROL
 JD1795
 JD1795  NGVD 29 (??/??/92)  244.902  (m)          803.48   (f) ADJ UNCH    1 2
 JD1795
 JD1795.Superseded values are not recommended for survey control.
 JD1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1795.See file dsdata.txt to determine how the superseded data were derived.
 JD1795
 JD1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC459921(NAD 83)
 JD1795_MARKER: P = PIPE CAP
 JD1795_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JD1795_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JD1795_STAMPING: MO 804
 JD1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JD1795
 JD1795  HISTORY     - Date     Condition        Report By
 JD1795  HISTORY     - UNK      MONUMENTED       USGS
 JD1795  HISTORY     - 1963     GOOD             NGS
 JD1795
 JD1795                          STATION DESCRIPTION
 JD1795
 JD1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1795'3.8 MI W FROM KNOB NOSTER.
 JD1795'ABOUT 3.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JD1795'STATION AT KNOB NOSTER, AT THE MONTSERRAT SIDING, ABOUT 45 YARDS
 JD1795'WEST OF THE CROSSING OF A NORTH-SOUTH ROAD, 100 FEET SOUTH OF THE
 JD1795'SOUTH RAIL OF THE MAIN TRACK, 45 FEET NORTHWEST OF THE NORTHWEST
 JD1795'CORNER OF A HOUSE, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 JD1795'LEVEL WITH THE TRACK, A CAP ON THE TOP OF AN IRON PIPE THAT
 JD1795'PROJECTS 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0900 ***********************************************************************
 GF0900  DESIGNATION -  MO ARK
 GF0900  PID         -  GF0900
 GF0900  STATE/COUNTY-  MO/BARRY
 GF0900  USGS QUAD   -  GOLDEN (1974)
 GF0900
 GF0900                         *CURRENT SURVEY CONTROL
 GF0900  ___________________________________________________________________
 GF0900* NAD 83(1997)-  36 30 06.67125(N)    093 38 48.68905(W)     ADJUSTED  
 GF0900* NAVD 88     -       370.40   (+/-2cm)    1215.2    (feet)  VERTCON   
 GF0900  ___________________________________________________________________
 GF0900  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GF0900  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GF0900
 GF0900  HORZ ORDER  -  SECOND
 GF0900  VERT ORDER  -  THIRD ? (See Below)
 GF0900
 GF0900.The horizontal coordinates were established by classical geodetic methods
 GF0900.and adjusted by the National Geodetic Survey in February 2000..
 GF0900
 GF0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0900.The vertical order pertains to the NGVD 29 superseded value.
 GF0900
 GF0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0900
 GF0900.The geoid height was determined by GEOID03.
 GF0900
 GF0900;                    North         East     Units Scale Factor Converg.
 GF0900;SPC MO W     -    37,530.340   926,428.441   MT  1.00001312   +0 30 27.1
 GF0900;SPC MO C     -    74,787.128   397,258.997   MT  1.00006334   -0 40 56.2
 GF0900;SPC AR N     -   241,827.319   252,457.108   MT  1.00006412   -0 57 29.9
 GF0900;SPC AR N     -   793,395.13    828,269.70   sFT  1.00006412   -0 57 29.9
 GF0900;UTM  15      - 4,039,808.159   442,071.472   MT  0.99964134   -0 23 05.3
 GF0900
 GF0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0900!SPC MO W     -   0.99994633  x   1.00001312  =   0.99995945
 GF0900!SPC MO C     -   0.99994633  x   1.00006334  =   1.00000966
 GF0900!SPC AR N     -   0.99994633  x   1.00006412  =   1.00001044
 GF0900!UTM  15      -   0.99994633  x   0.99964134  =   0.99958769
 GF0900
 GF0900                          SUPERSEDED SURVEY CONTROL
 GF0900
 GF0900  NAD 83(1997)-  36 30 06.67125(N)    093 38 48.68902(W) AD(       ) 2
 GF0900  NAD 83(1997)-  36 30 06.67737(N)    093 38 48.69196(W) AD(       ) 2
 GF0900  NAD 83(1997)-  36 30 06.68235(N)    093 38 48.68954(W) AD(       ) 2
 GF0900  NAD 83(1986)-  36 30 06.68286(N)    093 38 48.68915(W) AD(       ) 2
 GF0900  NAD 27      -  36 30 06.43420(N)    093 38 48.01660(W) AD(       ) 2
 GF0900  NGVD 29 (07/19/86)  370.27   (m)         1214.8    (f) LEVELING    3  
 GF0900
 GF0900.Superseded values are not recommended for survey control.
 GF0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0900.See file dsdata.txt to determine how the superseded data were derived.
 GF0900
 GF0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4207139808(NAD 83)
 GF0900_MARKER: DD = SURVEY DISK
 GF0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GF0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0900+STABILITY: SURFACE MOTION
 GF0900
 GF0900  HISTORY     - Date     Condition        Report By
 GF0900  HISTORY     - 1961     MONUMENTED       USE
 GF0900
 GF0900                          STATION DESCRIPTION
 GF0900
 GF0900'DESCRIBED BY US ENGINEERS 1961 (BRB)
 GF0900'THE STATION IS ABOUT 1.7 MILES SOUTH-SOUTHEAST OF THE VILLAGE
 GF0900'OF GOLDEN, ABOUT 0.15 MILE NORTH OF THE MISSOURI-ARKANSAS
 GF0900'STATE LINE AND IS ON THE PROPERTY OF MR. LEONARD BECK.  IT IS
 GF0900'IN SECTION 28, T. 21 N., R. 25 W.  IT IS A STANDARD U.S.
 GF0900'ENGINEER DEPARTMENT DISK STAMPED MO ARK 1942, SET IN THE TOP
 GF0900'OF A CONCRETE POST THAT IS 8 INCHES IN DIAMETER AND FLUSH
 GF0900'WITH THE GROUND.  IT IS 115 FEET EAST OF A WITNESS POST, 110
 GF0900'FEET EAST OF A WIRE FENCE AND 127 FEET SOUTH OF A WIRE FENCE.
 GF0900'
 GF0900'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 86 AND COUNTY
 GF0900'ROAD M, 1 MILE SOUTH OF THE VILLAGE OF GOLDEN, GO SOUTHEASTERLY
 GF0900'ON HIGHWAY 86 AND COUNTY ROAD M FOR 0.45 MILE TO WHERE COUNTY
 GF0900'ROAD M TURNS RIGHT.  TURN RIGHT AND THEN LEFT AND GO SOUTH
 GF0900'ON COUNTY ROAD M FOR 0.15 MILE TO A DRIVEWAY LEFT.  TURN LEFT
 GF0900'AND GO EAST ON THE DRIVEWAY FOR 0.05 MILE (PASSING TO THE SOUTH
 GF0900'OF A HOUSE) TO THE STATION.
 GF0900'
 GF0900'A TRAVERSE CONNECTION WAS MADE FROM STATION GOLDEN TO MO ARK
 GF0900'(USE) AND THE DISTANCE IS 34.4202 METERS.  (112.93) FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1722 ***********************************************************************
 GD1722  DESIGNATION -  MOARK
 GD1722  PID         -  GD1722
 GD1722  STATE/COUNTY-  MO/PEMISCOT
 GD1722  USGS QUAD   -  COTTONWOOD POINT (1983)
 GD1722
 GD1722                         *CURRENT SURVEY CONTROL
 GD1722  ___________________________________________________________________
 GD1722* NAD 83(1997)-  36 00 04.46761(N)    089 44 16.02164(W)     ADJUSTED  
 GD1722* NAVD 88     -        86.3    (meters)     283.     (feet)  VERTCON   
 GD1722  ___________________________________________________________________
 GD1722  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 GD1722  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GD1722
 GD1722  HORZ ORDER  -  FIRST
 GD1722
 GD1722.The horizontal coordinates were established by classical geodetic methods
 GD1722.and adjusted by the National Geodetic Survey in February 2000..
 GD1722
 GD1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 GD1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GD1722
 GD1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1722
 GD1722.The geoid height was determined by GEOID03.
 GD1722
 GD1722;                    North         East     Units Scale Factor Converg.
 GD1722;SPC MO E     -    18,898.057   318,719.198   MT  0.99999150   +0 26 53.0
 GD1722;UTM  16      - 3,987,553.247   253,224.659   MT  1.00035044   -1 36 36.3
 GD1722
 GD1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1722!SPC MO E     -   0.99999088  x   0.99999150  =   0.99998238
 GD1722!UTM  16      -   0.99999088  x   1.00035044  =   1.00034132
 GD1722
 GD1722:                Primary Azimuth Mark                     Grid Az
 GD1722:SPC MO E     -  A 213 OFFSET                             167 22 32.9
 GD1722:UTM  16      -  A 213 OFFSET                             169 26 02.2
 GD1722
 GD1722|---------------------------------------------------------------------|
 GD1722| PID    Reference Object                     Distance      Geod. Az  |
 GD1722|                                                           dddmmss.s |
 GD1722| FE2626 A 213 OFFSET                        APPROX. 0.6 KM 1674925.9 |
 GD1722| FE1894 A 213                               APPROX. 0.6 KM 1674923.6 |
 GD1722| CG4609 MOARK RM 1                           30.088 METERS 17015     |
 GD1722| GD1724 MOARK AZ MK                         APPROX. 0.6 KM 3501413.4 |
 GD1722| GD1723 MOARK RM 2                           28.272 METERS 35015     |
 GD1722|---------------------------------------------------------------------|
 GD1722
 GD1722                          SUPERSEDED SURVEY CONTROL
 GD1722
 GD1722  NAD 83(1997)-  36 00 04.46761(N)    089 44 16.02164(W) AD(       ) 1
 GD1722  NAD 83(1997)-  36 00 04.46791(N)    089 44 16.02165(W) AD(       ) 1
 GD1722  NAD 83(1997)-  36 00 04.46834(N)    089 44 16.02208(W) AD(       ) 1
 GD1722  NAD 83(1997)-  36 00 04.46834(N)    089 44 16.02209(W) AD(       ) 1
 GD1722  NAD 83(1986)-  36 00 04.47939(N)    089 44 16.02230(W) AD(       ) 1
 GD1722  NAD 27      -  36 00 04.21608(N)    089 44 15.73013(W) AD(       ) 1
 GD1722  NGVD 29 (07/19/86)   86.2    (m)          283.     (f) VERT ANG       
 GD1722
 GD1722.Superseded values are not recommended for survey control.
 GD1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1722.See file dsdata.txt to determine how the superseded data were derived.
 GD1722
 GD1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5322587553(NAD 83)
 GD1722_MARKER: DD = SURVEY DISK
 GD1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1722_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GD1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1722+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2004
 GD1722
 GD1722  HISTORY     - Date     Condition        Report By
 GD1722  HISTORY     - 1977     MONUMENTED       NGS
 GD1722  HISTORY     - 20040212 GOOD             USACE
 GD1722
 GD1722                          STATION DESCRIPTION
 GD1722
 GD1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 GD1722'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF
 GD1722'CARUTHERSVILLE, 5-1/2 MILES SOUTHEAST OF COOTER, JUST
 GD1722'NORTH OF THE MISSOURI-ARKANSAS LINE, IN THE SOUTHEAST
 GD1722'1/4 SECTION 22, R12E, T16N, ON TOP OF THE LEVEE.
 GD1722'
 GD1722'TO REACH THE STATION FROM THE POST OFFICE IN COOTER, GO
 GD1722'EAST ON COUNTY ROUTE E FOR 1.9 MILES TO THE JUNCTION WITH
 GD1722'COUNTY ROUTE DD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 GD1722'COUNTY ROUTE DD FOR 3 MILES TO A GRAVEL CROSSROAD AT THE
 GD1722'MISSOURI-ARKANSAS BORDER LINE. TURN LEFT AND GO EAST FOR 0.3
 GD1722'MILE TO THE TOP OF THE LEVEE.  TURN LEFT AND GO NORTH ALONG
 GD1722'THE LEVEE ROAD FOR ABOUT 100 FEET AND THE STATION ON THE LEFT
 GD1722'AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 GD1722'NORTH ON THE LEVEE ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT
 GD1722'JUST BEYOND A CURVE IN THE ROAD.  TO REACH BM A 213 FROM THE
 GD1722'STATION, GO SOUTH ON THE LEVEE ROAD FOR 0.4 MILE TO THE
 GD1722'MARK ON THE RIGHT, WEST SIDE OF THE ROAD.
 GD1722'
 GD1722'THE STATION MARKS, STAMPED---MOARK 1977---, ARE STANDARD
 GD1722'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 GD1722'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 GD1722'92 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CATTLEGUARD,
 GD1722'18 FEET SOUTHWEST OF CENTER OF THE LEVEE ROAD, AND 4.9 FEET
 GD1722'WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 GD1722'THE TOP OF A IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 GD1722'GROUND SURFACE.
 GD1722'
 GD1722'REFERENCE MARK 1, STAMPED---MOARK NO 1 1977---, IS A STANDARD
 GD1722'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 GD1722'IS FLUSH WITH THE GROUND.  IT IS 41 FEET NORTHWEST OF CENTER
 GD1722'OF THE GRAVEL ROAD, 25 FEET SOUTHWEST OF CENTER OF THE LEVEE
 GD1722'ROAD, AND 1.8 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 GD1722'
 GD1722'REFERENCE MARK 2, STAMPED---MOARK NO 2 1977---, IS A STANDARD
 GD1722'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 GD1722'IS FLUSH WITH THE GROUND.  IT IS 39 FEET NORTH OF THE TRACK
 GD1722'ROAD INTERSECTING THE LEVEE, 14 FEET SOUTHWEST OF CENTER OF
 GD1722'THE LEVEE ROAD, AND 2 FEET EAST-SOUTHEAST OF A METAL WITNESS
 GD1722'POST.
 GD1722'
 GD1722'THE AZIMUTH MARK, STAMPED---MOARK 1977---, IS A STANDARD DISK
 GD1722'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 GD1722'FLUSH WITH THE GROUND.  IT IS 102 FEET SOUTHEAST OF AN EAST-WEST
 GD1722'FENCELINE, 14 FEET WEST OF CENTER OF THE LEVEE ROAD, AND
 GD1722'3 FEET EAST OF A METAL WITNESS POST.
 GD1722'
 GD1722'BM A 213, STAMPED---A 213 1976---, IS A STANDARD DISK CRIMPED
 GD1722'TO THE TOP OF A 5/8-INCH DIAMETER STEEL ROD THAT IS 4
 GD1722'INCHES BELOW THE GROUND SURFACE.  IT IS SURROUNDED BY A 4-INCH
 GD1722'DIAMETER PLASTIC PIPE WITH CAP.  IT IS 17 FEET WEST-NORTHWEST
 GD1722'OF THE LEVEE ROAD, 3 FEET SOUTHEAST OF A MILEPOST,
 GD1722'MARKER 47/48, AND 2 FEET NORTH OF A METAL WITNESS POST.
 GD1722'
 GD1722'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 GD1722'REFERENCE MARKS, AND THE AZIMUTH MARK.
 GD1722'
 GD1722'HEIGHT OF LIGHT ABOVE MARK WAS 30.2 METERS.
 GD1722
 GD1722                          STATION RECOVERY (2004)
 GD1722
 GD1722'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 GD1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1315 ***********************************************************************
 KD1315  DESIGNATION -  MOBERLY
 KD1315  PID         -  KD1315
 KD1315  STATE/COUNTY-  MO/RANDOLPH
 KD1315  USGS QUAD   -  MOBERLY (1979)
 KD1315
 KD1315                         *CURRENT SURVEY CONTROL
 KD1315  ___________________________________________________________________
 KD1315* NAD 83(1997)-  39 24 30.09134(N)    092 26 26.25409(W)     ADJUSTED  
 KD1315* NAVD 88     -       267.46   (+/-2cm)     877.5    (feet)  VERTCON   
 KD1315  ___________________________________________________________________
 KD1315  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 KD1315  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KD1315
 KD1315  HORZ ORDER  -  FIRST
 KD1315  VERT ORDER  -  THIRD ? (See Below)
 KD1315
 KD1315.The horizontal coordinates were established by classical geodetic methods
 KD1315.and adjusted by the National Geodetic Survey in February 2000..
 KD1315
 KD1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1315.The vertical order pertains to the NGVD 29 superseded value.
 KD1315
 KD1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1315
 KD1315.The geoid height was determined by GEOID03.
 KD1315
 KD1315;                    North         East     Units Scale Factor Converg.
 KD1315;SPC MO C     -   396,765.184   505,113.308   MT  0.99993366   +0 02 15.7
 KD1315;UTM  15      - 4,362,243.421   548,157.660   MT  0.99962855   +0 21 18.4
 KD1315
 KD1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1315!SPC MO C     -   0.99996310  x   0.99993366  =   0.99989676
 KD1315!UTM  15      -   0.99996310  x   0.99962855  =   0.99959166
 KD1315
 KD1315:                Primary Azimuth Mark                     Grid Az
 KD1315:SPC MO C     -  MOBERLY ST JOHNS CATH CHURCH             005 36 31.0
 KD1315:UTM  15      -  MOBERLY ST JOHNS CATH CHURCH             005 17 28.3
 KD1315
 KD1315|---------------------------------------------------------------------|
 KD1315| PID    Reference Object                     Distance      Geod. Az  |
 KD1315|                                                           dddmmss.s |
 KD1315| KD1072 MOBERLY ST JOHNS CATH CHURCH        APPROX. 1.0 KM 0053846.7 |
 KD1315| KD1073 MOBERLY BROWN SHOE CO TANK          APPROX. 0.6 KM 0322603.9 |
 KD1315| KD1074 MOBERLY BROWN SHOE CO STACK         APPROX. 0.5 KM 0363148.5 |
 KD1315| AJ6854 MOBERLY RM 1                         35.204 METERS 06250     |
 KD1315| KD1067 BONNELL                             APPROX.12.5 KM 1311240.6 |
 KD1315| CL9080 MOBERLY AZ MK                                      2442748.6 |
 KD1315| KD1077 HUNTSVILLE MUNICIPAL TANK           APPROX. 9.9 KM 2904657.5 |
 KD1315| AJ6838 MOBERLY RM 2                         28.102 METERS 31008     |
 KD1315| KD1069 MOBERLY WEST MUNICIPAL TANK         APPROX. 3.0 KM 3325634.8 |
 KD1315| KD1070 MOBERLY COATES ST PRESB CH          APPROX. 1.4 KM 3500904.3 |
 KD1315| KD1071 MOBERLY MO PWR LT CO STACK          APPROX. 1.6 KM 3584444.9 |
 KD1315|---------------------------------------------------------------------|
 KD1315
 KD1315                          SUPERSEDED SURVEY CONTROL
 KD1315
 KD1315  NAD 83(1986)-  39 24 30.09827(N)    092 26 26.26031(W) AD(       ) 1
 KD1315  NAD 27      -  39 24 29.96260(N)    092 26 25.60560(W) AD(       ) 1
 KD1315  NGVD 29 (07/19/86)  267.44   (m)          877.4    (f) LEVELING    3  
 KD1315
 KD1315.Superseded values are not recommended for survey control.
 KD1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1315.See file dsdata.txt to determine how the superseded data were derived.
 KD1315
 KD1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4815862243(NAD 83)
 KD1315_MARKER: DS = TRIANGULATION STATION DISK
 KD1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1315_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KD1315_STAMPING: MOBERLY 1934
 KD1315_MARK LOGO: CGS   
 KD1315_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KD1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1315+STABILITY: SURFACE MOTION
 KD1315
 KD1315  HISTORY     - Date     Condition        Report By
 KD1315  HISTORY     - 1934     MONUMENTED       CGS
 KD1315  HISTORY     - 1948     GOOD             CGS
 KD1315  HISTORY     - 1957     GOOD             CGS
 KD1315  HISTORY     - 1963     GOOD             MOHC
 KD1315  HISTORY     - 1967     GOOD             CGS
 KD1315  HISTORY     - 19850615 GOOD             NGS
 KD1315  HISTORY     - 1990     GOOD             USPSQD
 KD1315
 KD1315                          STATION DESCRIPTION
 KD1315
 KD1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1315'STATION IS IN THE S EDGE OF MOBERLY, ABOUT 0.8 MILE SSW OF
 KD1315'THE WABASH RAILROAD STATION, AT THE S END OF 4TH STREET,
 KD1315'AT ITS JUNCTION WITH GRANT STREET, IN A PASTURE LOT BELONGING
 KD1315'TO MRS. LOTTER, 73 FEET SE OF THE FIRE PLUG THAT IS ON THE
 KD1315'NW CORNER OF THE INTERSECTION OF THE TWO FOREGOING STREETS,
 KD1315'20 FEET SSE OF A TRANSMISSION POLE, 35 FEET S OF CENTER LINE
 KD1315'OF GRANT STREET, 11 FEET S OF THE N PASTURE FENCE, 47 FEET
 KD1315'W OF THE E PASTURE FENCE.  THE MARK PROJECTS 1 INCH.
 KD1315'
 KD1315'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KD1315'BRONZE DISKS SET IN CONCRETE.
 KD1315'
 KD1315'REFERENCE MARK NO. 1 IS 115.41 FEET ENE OF STATION, 21 FEET
 KD1315'N OF CENTER LINE OF GRANT STREET, 8 FEET W OF A 24-INCH
 KD1315'MAPLE, 11 FEET E OF AN 18-INCH MAPLE, 4 FEET S OF THE S
 KD1315'EDGE OF THE SIDEWALK AND IT IS FLUSH WITH THE SURFACE.
 KD1315'
 KD1315'REFERENCE MARK NO. 2 IS 92.20 FEET NW OF THE STATION, 23
 KD1315'FEET N OF CENTER LINE OF GRANT STREET, 29 FEET W OF THE
 KD1315'FIRE PLUG, 53 FEET W OF THE CENTER LINE OF 4TH STREET, 3
 KD1315'FEET S OF A WIRE FENCE, 173.30 FEET W OF REFERENCE MARK
 KD1315'NO. 1 AND IT IS FLUSH WITH THE SURFACE.
 KD1315'
 KD1315'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE WSW OF THE STATION,
 KD1315'12 FEET N OF CENTER LINE OF E-W ROAD, 1 FOOT S OF FENCE,
 KD1315'6 FEET E OF A TELEPHONE POLE, 27 FEET E OF THE FENCE CORNER
 KD1315'POST AND PROJECTS 5 INCHES.
 KD1315'
 KD1315'TO REACH FROM THE JUNCTION OF 4TH AND REED STREETS IN MOBERLY,
 KD1315'GO S ON 4TH STREET, 0.8 MILE TO ITS END, AND THE STATION.
 KD1315'
 KD1315'HEIGHT OF SIGNAL ABOVE STATION MARK - 100 FEET.
 KD1315'
 KD1315'ALL LIGHTS CAME INTO VIEW AT 70 FEET.
 KD1315
 KD1315                          STATION RECOVERY (1948)
 KD1315
 KD1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LBO)
 KD1315'ALL MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KD1315'CONDITION.  DESCRIPTION ADEQUATE.
 KD1315
 KD1315                          STATION RECOVERY (1957)
 KD1315
 KD1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KD1315'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KD1315'IN GOOD CONDITION.  A LOCAL CONTRACTOR WHO WAS BUILDING A
 KD1315'HOUSING ADDITION HAD REQUESTED THAT THE AZIMUTH MARK BE
 KD1315'MOVED.  A NEW HOUSE HAD BEEN BUILT NEAR THE STATION ON LINE
 KD1315'TO THE AZIMUTH MARK, SO THE AZIMUTH MARK WAS DESTROYED.
 KD1315'THERE ARE SEVERAL CHANGES IN REFERENCE MEASUREMENTS, SO A
 KD1315'COMPLETE DESCRIPTION FOLLOWS.
 KD1315'
 KD1315'STATION IS LOCATED IN THE SOUTH PART OF MOBERLY IN A NEW
 KD1315'ADDITION BETWEEN THE SIDEWALK AND THE CURB ON THE EAST SIDE
 KD1315'OF 4TH STREET WHICH IS NEW PAVEMENT AT THIS POINT.  THE
 KD1315'MARK IS 37 SOUTH OF THE CENTER OF GRANT STREET, 20 FEET
 KD1315'EAST OF THE CENTER OF 4TH STREET, 16 FEET SOUTH OF A POWER
 KD1315'POLE, 6 FEET EAST OF THE EAST CURB OF 4TH STREET, AND 6
 KD1315'FEET WEST OF THE WEST EDGE OF SIDEWALK.  THE MARK IS FLUSH
 KD1315'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MOBERLY
 KD1315'1934.
 KD1315'
 KD1315'REFERENCE MARK IS 115.41 FEET EAST-NORTHEAST OF THE STATION,
 KD1315'21 FEET NORTH OF THE CENTER OF GRANT STREET, 8 FEET WEST
 KD1315'OF A 24-INCH MAPLE TREE, AND 4 FEET SOUTH OF THE SOUTH EDGE
 KD1315'OF THE SIDEWALK.  THE MARK PROJECTS 1 INCH AND THE DISK
 KD1315'IS STAMPED MOBERLY NO 1 1934.
 KD1315'
 KD1315'REFERENCE MARK NO. 2 IS 92.20 FEET NORTHWEST OF THE STATION,
 KD1315'53 FEET WEST OF THE CENTER OF 4TH STREET, 29 FEET WEST OF A
 KD1315'FIRE PLUG, 23 FEET NORTH OF THE CENTER OF GRANT STREET, AND
 KD1315'16 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AT
 KD1315'927 -- 4TH STREET.  THE MARK IS FLUSH WITH THE SURFACE OF
 KD1315'THE GROUND AND THE DISK IS STAMPED MOBERLY NO 2 1934.
 KD1315'
 KD1315'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 173.30 FEET.
 KD1315'
 KD1315'THERE ARE NO CUTS IN THE TOWN OF MOBERLY THAT ARE VISIBLE
 KD1315'FROM THE GROUND AT THE PRESENT.
 KD1315'
 KD1315'TO REACH THE STATION FROM THE JUNCTION OF 4TH STREET AND
 KD1315'REED STREET IN MOBERLY, GO SOUTH ON 4TH STREET FOR 0.8 MILE
 KD1315'TO THE STATION AS DESCRIBED.
 KD1315
 KD1315                          STATION RECOVERY (1963)
 KD1315
 KD1315'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1963 (PEC)
 KD1315'STATION, RMS 1 AND 2, WERE RECOVERED IN GOOD CONDITION.
 KD1315'A TWO HOUR SEARCH WAS MADE FOR THE AZIMUTH MARK.  IT WAS
 KD1315'NOT RECOVERED.
 KD1315
 KD1315                          STATION RECOVERY (1967)
 KD1315
 KD1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KD1315'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KD1315'WERE RECOVERED AS DESCRIBED IN THE 1957 DESCRIPTION AND ALL MARKS
 KD1315'WERE FOUND IN GOOD CONDITION.
 KD1315'
 KD1315'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE SOUTH
 KD1315'OF MOBERLY.
 KD1315
 KD1315                          STATION RECOVERY (1985)
 KD1315
 KD1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KD1315'THE SURFACE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 KD1315'CONDITION.  REFERENCE MARK 1 WAS RECOVERED BUT MEASUREMENTS FROM THE
 KD1315'STATION AND REFERENCE MARK 2 INDICATE IT HAS BEEN SLIGHTLY DISTURBED.
 KD1315'THE MARK IS NOW IN THE E EDGE OF A GRAVELED DRIVEWAY AT THE REAR OF A
 KD1315'HOUSE AT 922 S FOURTH STREET.  THE DISTANCE TO REFERENCE MARK 2 AGREED
 KD1315'WITH 1934 DATA BUT THE DISTANCE TO REFERENCE MARK 1 WAS 0.09 FT (2.74
 KD1315'CM) LONGER.  THE DISTANCE BETWEEN THE REFERENCE MARKS FAILED TO AGREE
 KD1315'WITH A 1957 MEASUREMENT BY 0.16 FT (4.88 CM) .  THE ANGLE BETWEEN THE
 KD1315'MARKS WAS 4 MINUTES, 14 SECONDS LARGER.  THESE DIFFERENCES, AS WELL AS
 KD1315'THE APPEARANCE OF THE MONUMENT, INDICATE THE MARK HAS MOVED EWARD.
 KD1315'THIS WOULD BE CONSISTANT WITH THE MARK BEING ON THE E EDGE OF THE
 KD1315'DRIVEWAY.  THE UNDERGROUND STATION MARK WAS NOT INSPECTED.  THE
 KD1315'AZIMUTH MARK, WHICH WAS DESTROYED IN 1957, COULD NOT BE REPLACED DUE
 KD1315'TO LIMITED VISIBILITY CAUSED BY SURROUNDING HOUSES AND TREES.  A NEW
 KD1315'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) S
 KD1315'OF DOWNTOWN MOBERLY, IN THE S PART OF TOWN AND IN THE SE ANGLE OF S
 KD1315'FOURTH AND GRANT STREETS, IN THE LAWN OF A HOUSE AT 1000 S FOURTH
 KD1315'STREET.  OWNERSHIP- CITY OF MOBERLY.  THE STATION IS A STANDARD CGS
 KD1315'DISK STAMPED MOBERLY 1934, SET INTO THE TOP OF A SQUARE CONCRETE
 KD1315'MONUMENT 30 CM OR 12 INCHES IN DIAMETER FLUSH WITH GROUND LOCATED
 KD1315'14.17 M (46.49 FT) WNW FROM THE NW CORNER OF THE HOUSE AT 1000 S
 KD1315'FOURTH, 11.3 M (37.1 FT) S FROM THE CENTERLINE OF GRANT STREET, 5.95 M
 KD1315'(19.52 FT) E FROM THE CENTERLINE OF S FOURTH STREET, 1.83 M (6.00 FT)
 KD1315'E FROM THE E CURB OF S FOURTH STREET, 1.83 M (6.00 FT) W FROM THE W
 KD1315'EDGE OF A SIDEWALK.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 KD1315'STAMPED MOBERLY NO 1 1934, SET INTO THE TOP OF A SQUARE CONCRETE
 KD1315'MONUMENT 30 CM OR 12 INCHES IN DIAMETER RECESSED 5.0 CM OR 2 INCHES
 KD1315'BELOW THE GROUND LOCATED 36.9 M (121.1 FT) E FROM THE CENTERLINE OF S
 KD1315'FOURTH STREET, 19.36 M (63.52 FT) NW FROM THE NW CORNER OF A STUCCOED
 KD1315'GARAGE, 6.1 M (20.0 FT) N FROM THE CENTERLINE OF GRANT STREET, AND
 KD1315'2.45 M (8.04 FT) WSW FROM A 36-INCH MAPLE TREE, AND LEVEL WITH THE
 KD1315'STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED MOBERLY
 KD1315'NO 2 1934, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM OR 12
 KD1315'INCHES IN DIAMETER RECESSED 2.5 CM OR 1 INCH BELOW THE GROUND LOCATED
 KD1315'16.2 M (53.1 FT) W FROM THE CENTERLINE OF S FOURTH STREET, 8.84 M
 KD1315'(29.00 FT) W FROM A FIRE HYDRANT, 7.0 M (23.0 FT) N FROM THE
 KD1315'CENTERLINE OF GRANT STREET, 4.88 M (16.01 FT) SSE FROM THE SE CORNER
 KD1315'OF A HOUSE AT 927 S FOURTH STREET, AND LEVEL WITH THE STATION.  THE
 KD1315'OWNERSHIP OF THE PROPERTY COULD NOT BE ASCERTAINED POSITIVELY.  THE
 KD1315'CITY WOULD NOT INVESTIGATE AND THE PERSON RESIDING IN THE HOUSE AT
 KD1315'1000 S FOURTH STREET DECLINED TO FURNISH ANY INFORMATION, AND IN FACT
 KD1315'CALLED THE POLICE DEPARTMENT.  SINCE THE MARK IS BETWEEN THE CURB AND
 KD1315'A SIDEWALK, THE ASSUMPTION WAS MADE THAT IT IS ON CITY PROPERTY.
 KD1315
 KD1315                          STATION RECOVERY (1990)
 KD1315
 KD1315'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD0057 ***********************************************************************
 KD0057  DESIGNATION -  MOBERLY BM
 KD0057  PID         -  KD0057
 KD0057  STATE/COUNTY-  MO/RANDOLPH
 KD0057  USGS QUAD   -  MOBERLY (1979)
 KD0057
 KD0057                         *CURRENT SURVEY CONTROL
 KD0057  ___________________________________________________________________
 KD0057* NAD 83(1986)-  39 25 11.     (N)    092 26 37.     (W)     SCALED    
 KD0057* NAVD 88     -       267.453  (meters)     877.47   (feet)  ADJUSTED  
 KD0057  ___________________________________________________________________
 KD0057  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD0057  DYNAMIC HT  -         267.297 (meters)     876.96  (feet)  COMP
 KD0057  MODELED GRAV-     980,036.0   (mgal)                       NAVD 88
 KD0057
 KD0057  VERT ORDER  -  SECOND    CLASS 0
 KD0057
 KD0057.The horizontal coordinates were scaled from a topographic map and have
 KD0057.an estimated accuracy of +/- 6 seconds.
 KD0057
 KD0057.The orthometric height was determined by differential leveling
 KD0057.and adjusted by the National Geodetic Survey in June 1991..
 KD0057
 KD0057.The geoid height was determined by GEOID03.
 KD0057
 KD0057.The dynamic height is computed by dividing the NAVD 88
 KD0057.geopotential number by the normal gravity value computed on the
 KD0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KD0057.degrees latitude (g = 980.6199 gals.).
 KD0057
 KD0057.The modeled gravity was interpolated from observed gravity values.
 KD0057
 KD0057;                    North         East    Units  Estimated Accuracy
 KD0057;SPC MO C     -   398,030.      504,860.      MT  (+/- 180 meters Scaled)
 KD0057
 KD0057                          SUPERSEDED SURVEY CONTROL
 KD0057
 KD0057  NGVD 29 (??/??/92)  267.437  (m)          877.42   (f) ADJ UNCH    2 0
 KD0057
 KD0057.Superseded values are not recommended for survey control.
 KD0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD0057.See file dsdata.txt to determine how the superseded data were derived.
 KD0057
 KD0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD478635(NAD 83)
 KD0057_MARKER: DB = BENCH MARK DISK
 KD0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KD0057_STAMPING: MOBERLY 1934
 KD0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD0057+STABILITY: SURFACE MOTION
 KD0057
 KD0057  HISTORY     - Date     Condition        Report By
 KD0057  HISTORY     - 1934     MONUMENTED       CGS
 KD0057  HISTORY     - 1990     GOOD             USPSQD
 KD0057  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD0057
 KD0057                          STATION DESCRIPTION
 KD0057
 KD0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KD0057'AT MOBERLY.
 KD0057'AT MOBERLY, AT THE INTERSECTION OF REED AND JOHNSON STREETS, 60
 KD0057'FEET SOUTH OF THE CENTERLINE OF REED STREET, 6 FEET WEST OF THE
 KD0057'CENTERLINE OF THE WEST WALK ON JOHNSON STREET, 4 FEET NORTHEAST
 KD0057'OF THE CITY PARK FLAGPOLE, AND 2 FEET NORTH OF THE DAUGHTERS
 KD0057'OF THE AMERICAN REVOLUTION MONUMENT.  A STANDARD DISK, AND SET
 KD0057'IN THE TOP OF A CONCRETE POST.
 KD0057
 KD0057                          STATION RECOVERY (1990)
 KD0057
 KD0057'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD0057'RECOVERED IN GOOD CONDITION.
 KD0057
 KD0057                          STATION RECOVERY (1990)
 KD0057
 KD0057'RECOVERY NOTE BY US POWER SQUADRON 1990 (PMD)
 KD0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1073 ***********************************************************************
 KD1073  DESIGNATION -  MOBERLY BROWN SHOE CO TANK
 KD1073  PID         -  KD1073
 KD1073  STATE/COUNTY-  MO/RANDOLPH
 KD1073  USGS QUAD   -  MOBERLY (1979)
 KD1073
 KD1073                         *CURRENT SURVEY CONTROL
 KD1073  ___________________________________________________________________
 KD1073* NAD 83(1997)-  39 24 45.33579(N)    092 26 13.76555(W)     ADJUSTED  
 KD1073* NAVD 88     -                                                        
 KD1073  ___________________________________________________________________
 KD1073  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 KD1073  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD1073
 KD1073  HORZ ORDER  -  THIRD
 KD1073
 KD1073.The horizontal coordinates were established by classical geodetic methods
 KD1073.and adjusted by the National Geodetic Survey in February 2000..
 KD1073
 KD1073
 KD1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1073
 KD1073.The geoid height was determined by GEOID03.
 KD1073
 KD1073;                    North         East     Units Scale Factor Converg.
 KD1073;SPC MO C     -   397,235.491   505,411.736   MT  0.99993369   +0 02 23.6
 KD1073;UTM  15      - 4,362,715.230   548,453.387   MT  0.99962891   +0 21 26.5
 KD1073
 KD1073                          SUPERSEDED SURVEY CONTROL
 KD1073
 KD1073  NAD 83(1986)-  39 24 45.34277(N)    092 26 13.77174(W) AD(       ) 4
 KD1073  NAD 27      -  39 24 45.20600(N)    092 26 13.11900(W) AD(       ) 3
 KD1073
 KD1073.Superseded values are not recommended for survey control.
 KD1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1073.See file dsdata.txt to determine how the superseded data were derived.
 KD1073
 KD1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4845362715(NAD 83)
 KD1073_MARKER: 53 = ELEVATED TANK
 KD1073
 KD1073  HISTORY     - Date     Condition        Report By
 KD1073  HISTORY     - 1934     FIRST OBSERVED   CGS
 KD1073  HISTORY     - 1948     GOOD             CGS
 KD1073  HISTORY     - 1957     GOOD             CGS
 KD1073  HISTORY     - 1990     GOOD             USPSQD
 KD1073
 KD1073                          STATION DESCRIPTION
 KD1073
 KD1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1073'THIS STATION IS THE TIP OF THE BLACK, STEEL WATER TANK AT THE
 KD1073'BROWN SHOE CO. FACTORY.
 KD1073
 KD1073                          STATION RECOVERY (1948)
 KD1073
 KD1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1073'THE STATION IS LOCATED IN THE SOUTHEAST PART OF MOBERLY,
 KD1073'ON THE GROUNDS OF THE BROWN SHOE CO. FACTORY.  IT IS A 4-LEGGED
 KD1073'STEEL STRUCTURE WITH A WOODEN TANK, AND IS PAINTED BLACK.  IT
 KD1073'IS ABOUT 20 FEET SQUARE AT THE BASE, AND ABOUT 90 FEET HIGH.
 KD1073'
 KD1073'THE POINT INTRERSECTED WAS THE CENTER OF THE TANK.
 KD1073'
 KD1073'PROBABLY THE SAME STATION AS MOBERLY, BROWN SHOE CO., SQUARE
 KD1073'TANK, CONICAL ROOF. 1934.
 KD1073
 KD1073                          STATION RECOVERY (1957)
 KD1073
 KD1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD1073'STATION WAS FOUND IN GOOD CONDITION.  THE OLD DESCRIPTION
 KD1073'IS ADEQUATE.
 KD1073
 KD1073                          STATION RECOVERY (1990)
 KD1073
 KD1073'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1074 ***********************************************************************
 KD1074  DESIGNATION -  MOBERLY BROWN SHOE CO STACK
 KD1074  PID         -  KD1074
 KD1074  STATE/COUNTY-  MO/RANDOLPH
 KD1074  USGS QUAD   -  MOBERLY (1979)
 KD1074
 KD1074                         *CURRENT SURVEY CONTROL
 KD1074  ___________________________________________________________________
 KD1074* NAD 83(1997)-  39 24 43.50510(N)    092 26 13.44420(W)     ADJUSTED  
 KD1074* NAVD 88     -                                                        
 KD1074  ___________________________________________________________________
 KD1074  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 KD1074  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD1074
 KD1074  HORZ ORDER  -  THIRD
 KD1074
 KD1074.The horizontal coordinates were established by classical geodetic methods
 KD1074.and adjusted by the National Geodetic Survey in February 2000..
 KD1074
 KD1074
 KD1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1074
 KD1074.The geoid height was determined by GEOID03.
 KD1074
 KD1074;                    North         East     Units Scale Factor Converg.
 KD1074;SPC MO C     -   397,179.042   505,419.463   MT  0.99993369   +0 02 23.8
 KD1074;UTM  15      - 4,362,658.842   548,461.424   MT  0.99962891   +0 21 26.7
 KD1074
 KD1074                          SUPERSEDED SURVEY CONTROL
 KD1074
 KD1074  NAD 83(1986)-  39 24 43.51208(N)    092 26 13.45034(W) AD(       ) 4
 KD1074  NAD 27      -  39 24 43.37500(N)    092 26 12.79700(W) AD(       ) 3
 KD1074
 KD1074.Superseded values are not recommended for survey control.
 KD1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1074.See file dsdata.txt to determine how the superseded data were derived.
 KD1074
 KD1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4846162659(NAD 83)
 KD1074_MARKER: 63 = STACK
 KD1074
 KD1074  HISTORY     - Date     Condition        Report By
 KD1074  HISTORY     - 1934     FIRST OBSERVED   CGS
 KD1074  HISTORY     - 1948     GOOD             CGS
 KD1074  HISTORY     - 1957     GOOD             CGS
 KD1074  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1074
 KD1074                          STATION DESCRIPTION
 KD1074
 KD1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1074'THIS STATION IS THE CENTER OF THE TALL SLIM CONCRETE STACK AT
 KD1074'THE BROWN SHOE CO. FACTORY.
 KD1074
 KD1074                          STATION RECOVERY (1948)
 KD1074
 KD1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1074'THE STATION IS LOCATED IN THE SOUTHEAST PART OF MOBERLY,
 KD1074'ON THE GROUNDS OF THE BROWN SHOE CO. FACTORY.  IT IS A CONCRETE
 KD1074'STRUCTURE, ABOUT 10 FEET IN DIAMETER AT THE BASE, AND ABOUT
 KD1074'120 FEET HIGH.  IT IS GREY IN COLOR.
 KD1074'
 KD1074'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
 KD1074'
 KD1074'PROBABLY THE SAME STATION AS MOBERLY, BROWN SHOW CO., TALL
 KD1074'CONCRETE STACK, 1934.
 KD1074
 KD1074                          STATION RECOVERY (1957)
 KD1074
 KD1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD1074'STATION WAS FOUND IN GOOD CONDITION.  THE OLD DESCRIPTION
 KD1074'IS ADEQUATE.
 KD1074
 KD1074                          STATION RECOVERY (1990)
 KD1074
 KD1074'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1070 ***********************************************************************
 KD1070  DESIGNATION -  MOBERLY COATES ST PRESB CH
 KD1070  PID         -  KD1070
 KD1070  STATE/COUNTY-  MO/RANDOLPH
 KD1070  USGS QUAD   -  MOBERLY (1979)
 KD1070
 KD1070                         *CURRENT SURVEY CONTROL
 KD1070  ___________________________________________________________________
 KD1070* NAD 83(1997)-  39 25 15.95141(N)    092 26 36.51916(W)     ADJUSTED  
 KD1070* NAVD 88     -                                                        
 KD1070  ___________________________________________________________________
 KD1070  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 KD1070  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD1070
 KD1070  HORZ ORDER  -  THIRD
 KD1070
 KD1070.The horizontal coordinates were established by classical geodetic methods
 KD1070.and adjusted by the National Geodetic Survey in February 2000..
 KD1070
 KD1070
 KD1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1070
 KD1070.The geoid height was determined by GEOID03.
 KD1070
 KD1070;                    North         East     Units Scale Factor Converg.
 KD1070;SPC MO C     -   398,179.249   504,866.858   MT  0.99993362   +0 02 09.2
 KD1070;UTM  15      - 4,363,655.668   547,903.455   MT  0.99962825   +0 21 12.3
 KD1070
 KD1070                          SUPERSEDED SURVEY CONTROL
 KD1070
 KD1070  NAD 83(1986)-  39 25 15.95863(N)    092 26 36.52554(W) AD(       ) 4
 KD1070  NAD 27      -  39 25 15.82900(N)    092 26 35.87100(W) AD(       ) 3
 KD1070
 KD1070.Superseded values are not recommended for survey control.
 KD1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1070.See file dsdata.txt to determine how the superseded data were derived.
 KD1070
 KD1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4790363656(NAD 83)
 KD1070
 KD1070  HISTORY     - Date     Condition        Report By
 KD1070  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1070  HISTORY     - 1990     GOOD             USPSQD
 KD1070
 KD1070                          STATION DESCRIPTION
 KD1070
 KD1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1070'THE STATION IS LOCATED AT THE INTERSECTION OF COATES STREET
 KD1070'AND JOHNSON AVENUE, IN THE TOWN OF MOBERLY.  IT IS A WHITE
 KD1070'STEEPLE SET ON THE TOP OF A RED BRICK BUILDING, AND IS
 KD1070'APPROXIMATELY 60 FEET HIGH.
 KD1070'
 KD1070'THE POINT INTERSECTED WAS A BLACK KNOB ON THE TOP OF THE STEEPLE.
 KD1070
 KD1070                          STATION RECOVERY (1990)
 KD1070
 KD1070'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1076 ***********************************************************************
 KD1076  PACS        -  This is a Primary Airport Control Station.
 KD1076  DESIGNATION -  MOBERLY EAST MUNICIPAL TANK
 KD1076  PID         -  KD1076
 KD1076  STATE/COUNTY-  MO/RANDOLPH
 KD1076  USGS QUAD   -  MOBERLY (1979)
 KD1076
 KD1076                         *CURRENT SURVEY CONTROL
 KD1076  ___________________________________________________________________
 KD1076* NAD 83(1997)-  39 25 09.13670(N)    092 25 56.97073(W)     ADJUSTED  
 KD1076* NAVD 88     -                                                        
 KD1076  ___________________________________________________________________
 KD1076  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 KD1076  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD1076
 KD1076  HORZ ORDER  -  THIRD
 KD1076
 KD1076.This mark is at Omar N Bradley Airport (MBY)
 KD1076
 KD1076.The horizontal coordinates were established by classical geodetic methods
 KD1076.and adjusted by the National Geodetic Survey in February 2000..
 KD1076
 KD1076
 KD1076.GPS derived orthometric heights for airport stations designated as
 KD1076.PACS or SACS are published to 2 decimal places.  This maintains
 KD1076.centimeter relative accuracy between the PACS and SACS.  It does
 KD1076.not indicate centimeter accuracy relative to other marks which are
 KD1076.part of the NAVD 88 network.
 KD1076
 KD1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1076
 KD1076.The geoid height was determined by GEOID03.
 KD1076
 KD1076;                    North         East     Units Scale Factor Converg.
 KD1076;SPC MO C     -   397,969.749   505,812.935   MT  0.99993375   +0 02 34.3
 KD1076;UTM  15      - 4,363,451.475   548,850.390   MT  0.99962938   +0 21 37.3
 KD1076
 KD1076                          SUPERSEDED SURVEY CONTROL
 KD1076
 KD1076  NAD 83(1986)-  39 25 09.14388(N)    092 25 56.97680(W) AD(       ) 4
 KD1076  NAD 27      -  39 25 09.01300(N)    092 25 56.32400(W) AD(       ) 3
 KD1076
 KD1076.Superseded values are not recommended for survey control.
 KD1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1076.See file dsdata.txt to determine how the superseded data were derived.
 KD1076
 KD1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4885063451(NAD 83)
 KD1076_MARKER: 53 = ELEVATED TANK
 KD1076
 KD1076  HISTORY     - Date     Condition        Report By
 KD1076  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1076  HISTORY     - 1990     GOOD             USPSQD
 KD1076
 KD1076                          STATION DESCRIPTION
 KD1076
 KD1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1076'THE STATION IS LOCATED IN THE EASTERN PART OF THE TOWN OF
 KD1076'MOBERLY, 1/2 BLOCK EAST OF U.S. HIGHWAY 63, AND 50 YARDS
 KD1076'SOUTH OF THE WABASH RAILROAD.  IT IS A 6 LEGGED, STEEL STRUCTURE,
 KD1076'50 FEET IN DIAMETER AT THE BASE, AND ABOUT 100 FEET HIGH.  IT
 KD1076'IS PAINTED GREY.
 KD1076'
 KD1076'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 KD1076
 KD1076                          STATION RECOVERY (1990)
 KD1076
 KD1076'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1071 ***********************************************************************
 KD1071  DESIGNATION -  MOBERLY MO PWR LT CO STACK
 KD1071  PID         -  KD1071
 KD1071  STATE/COUNTY-  MO/RANDOLPH
 KD1071  USGS QUAD   -  MOBERLY (1979)
 KD1071
 KD1071                         *CURRENT SURVEY CONTROL
 KD1071  ___________________________________________________________________
 KD1071* NAD 83(1997)-  39 25 22.53716(N)    092 26 27.73452(W)     ADJUSTED  
 KD1071* NAVD 88     -                                                        
 KD1071  ___________________________________________________________________
 KD1071  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 KD1071  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KD1071
 KD1071  HORZ ORDER  -  THIRD
 KD1071
 KD1071.The horizontal coordinates were established by classical geodetic methods
 KD1071.and adjusted by the National Geodetic Survey in February 2000..
 KD1071
 KD1071
 KD1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1071
 KD1071.The geoid height was determined by GEOID03.
 KD1071
 KD1071;                    North         East     Units Scale Factor Converg.
 KD1071;SPC MO C     -   398,382.474   505,076.836   MT  0.99993365   +0 02 14.8
 KD1071;UTM  15      - 4,363,859.990   548,112.240   MT  0.99962850   +0 21 17.9
 KD1071
 KD1071                          SUPERSEDED SURVEY CONTROL
 KD1071
 KD1071  NAD 83(1986)-  39 25 22.54421(N)    092 26 27.74076(W) AD(       ) 4
 KD1071  NAD 27      -  39 25 22.41400(N)    092 26 27.08600(W) AD(       ) 3
 KD1071
 KD1071.Superseded values are not recommended for survey control.
 KD1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1071.See file dsdata.txt to determine how the superseded data were derived.
 KD1071
 KD1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4811263860(NAD 83)
 KD1071_MARKER: 63 = STACK
 KD1071
 KD1071  HISTORY     - Date     Condition        Report By
 KD1071  HISTORY     - 1934     FIRST OBSERVED   CGS
 KD1071  HISTORY     - 1948     GOOD             CGS
 KD1071  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KD1071
 KD1071                          STATION DESCRIPTION
 KD1071
 KD1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1071'THIS STATION IS THE CENTER OF THE VERY TALL CONCRETE STACK
 KD1071'AT THE POWER PLANT OF THE MISSOURI POWER AND LIGHT CO.  THIS
 KD1071'STACK IS THE TALLEST STACK IN TOWN.
 KD1071
 KD1071                          STATION RECOVERY (1948)
 KD1071
 KD1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1071'STATION IS LOCATED JUST NORTH OF THE BUSINESS SECTION OF
 KD1071'MOBERLY AND JUST SOUTH OF THE YARDS OF THE WABASH RAILROAD
 KD1071'ON FRANKLIN STREET OPPOSITE THE INTERSECTION WITH N 5TH STREET.
 KD1071'STATION IS OF CONCRETE, GRAY IN COLOR, AND ABOUT 220 FEET HIGH.
 KD1071'
 KD1071'THE POINT INTERSECTED WAS THE CENTER OF STACK.
 KD1071'
 KD1071'PROBABLY THE SAME STATION AS MOBERLY, MISSOURI POWER AND LIGHT
 KD1071'CO., STACK, 1934.
 KD1071
 KD1071                          STATION RECOVERY (1990)
 KD1071
 KD1071'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1072 ***********************************************************************
 KD1072  DESIGNATION -  MOBERLY ST JOHNS CATH CHURCH
 KD1072  PID         -  KD1072
 KD1072  STATE/COUNTY-  MO/RANDOLPH
 KD1072  USGS QUAD   -  MOBERLY (1979)
 KD1072
 KD1072                         *CURRENT SURVEY CONTROL
 KD1072  ___________________________________________________________________
 KD1072* NAD 83(1997)-  39 25 03.09978(N)    092 26 22.04672(W)     ADJUSTED  
 KD1072* NAVD 88     -                                                        
 KD1072  ___________________________________________________________________
 KD1072  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 KD1072  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KD1072
 KD1072  HORZ ORDER  -  THIRD
 KD1072
 KD1072.The horizontal coordinates were established by classical geodetic methods
 KD1072.and adjusted by the National Geodetic Survey in February 2000..
 KD1072
 KD1072
 KD1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1072
 KD1072.The geoid height was determined by GEOID03.
 KD1072
 KD1072;                    North         East     Units Scale Factor Converg.
 KD1072;SPC MO C     -   397,783.158   505,213.276   MT  0.99993367   +0 02 18.4
 KD1072;UTM  15      - 4,363,261.622   548,251.956   MT  0.99962867   +0 21 21.4
 KD1072
 KD1072                          SUPERSEDED SURVEY CONTROL
 KD1072
 KD1072  NAD 83(1986)-  39 25 03.10683(N)    092 26 22.05291(W) AD(       ) 4
 KD1072  NAD 27      -  39 25 02.97200(N)    092 26 21.39800(W) AD(       ) 3
 KD1072
 KD1072.Superseded values are not recommended for survey control.
 KD1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1072.See file dsdata.txt to determine how the superseded data were derived.
 KD1072
 KD1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4825263262(NAD 83)
 KD1072
 KD1072  HISTORY     - Date     Condition        Report By
 KD1072  HISTORY     - 1948     FIRST OBSERVED   CGS
 KD1072  HISTORY     - 1990     GOOD             USPSQD
 KD1072
 KD1072                          STATION DESCRIPTION
 KD1072
 KD1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1072'THE STATION IS LOCATED AT THE CORNER OF SOUTH WILLIAMS STREET
 KD1072'AND WEST BURCHART AVENUE, IN THE TOWN OF MOBERLY.  IT IS A
 KD1072'WOODEN STEEPLE SET ON THE TOP OF A BRICK BUILDING, AND IS
 KD1072'ABOUT 75 FEET HIGH.  IT IS GREY IN COLOR.
 KD1072'
 KD1072'THE POINT INTERSECTED WAS A SHORT STAFF ON THE TOP OF THE STEEPLE.
 KD1072
 KD1072                          STATION RECOVERY (1990)
 KD1072
 KD1072'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1069 ***********************************************************************
 KD1069  DESIGNATION -  MOBERLY WEST MUNICIPAL TANK
 KD1069  PID         -  KD1069
 KD1069  STATE/COUNTY-  MO/RANDOLPH
 KD1069  USGS QUAD   -  MOBERLY (1979)
 KD1069
 KD1069                         *CURRENT SURVEY CONTROL
 KD1069  ___________________________________________________________________
 KD1069* NAD 83(1997)-  39 25 56.26524(N)    092 27 23.01590(W)     ADJUSTED  
 KD1069* NAVD 88     -                                                        
 KD1069  ___________________________________________________________________
 KD1069  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 KD1069  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KD1069
 KD1069  HORZ ORDER  -  THIRD
 KD1069
 KD1069.The horizontal coordinates were established by classical geodetic methods
 KD1069.and adjusted by the National Geodetic Survey in February 2000..
 KD1069
 KD1069
 KD1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1069
 KD1069.The geoid height was determined by GEOID03.
 KD1069
 KD1069;                    North         East     Units Scale Factor Converg.
 KD1069;SPC MO C     -   399,421.824   503,754.147   MT  0.99993351   +0 01 39.7
 KD1069;UTM  15      - 4,364,891.678   546,784.217   MT  0.99962695   +0 20 43.0
 KD1069
 KD1069                          SUPERSEDED SURVEY CONTROL
 KD1069
 KD1069  NAD 83(1986)-  39 25 56.27221(N)    092 27 23.02233(W) AD(       ) 4
 KD1069  NAD 27      -  39 25 56.14300(N)    092 27 22.36800(W) AD(       ) 3
 KD1069
 KD1069.Superseded values are not recommended for survey control.
 KD1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1069.See file dsdata.txt to determine how the superseded data were derived.
 KD1069
 KD1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4678464892(NAD 83)
 KD1069_MARKER: 53 = ELEVATED TANK
 KD1069
 KD1069  HISTORY     - Date     Condition        Report By
 KD1069  HISTORY     - 1934     FIRST OBSERVED   CGS
 KD1069  HISTORY     - 1948     GOOD             CGS
 KD1069  HISTORY     - 1957     GOOD             CGS
 KD1069  HISTORY     - 1990     GOOD             USPSQD
 KD1069
 KD1069                          STATION DESCRIPTION
 KD1069
 KD1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KD1069'THIS STATION IS THE TIP OF THE LARGE, TALL, BLACK, STEEL,
 KD1069'MOBERLY MUNICIPAL WATER TANK.
 KD1069
 KD1069                          STATION RECOVERY (1948)
 KD1069
 KD1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 KD1069'STATION IS LOCATED IN THE NORTH EDGE OF MOBERLY ON HURLEY
 KD1069'STREET.  STATION HAS FOUR STEEL LEGS, 32 FEET SQUARE AT BASE,
 KD1069'125 FEET HIGH AND IS SILVER IN COLOR.  STATION HAS THE NAME
 KD1069'MOBERLY IN LARGE BLACK LETTERS.
 KD1069'
 KD1069'THE POINT INTERSECTED WAS THE BALL FINIAL.
 KD1069'
 KD1069'TO REACH FROM THE INTESECTION OF U.S. HIGHWAYS 24 AND 63 JUST
 KD1069'NORTHWEST OF MOBERLY GO WEST ON U.S. HIGHWAY 24 FOR 1.3 MILES TO
 KD1069'HURLEY STREET.  TURN RIGHT AND GO NORTHWEST ON HURLEY STREET
 KD1069'FOR 0.15 MILE TO STATION ON LEFT.
 KD1069'
 KD1069'PROBABLY THE SAME STATION AS MOBERLY, MUNICIPAL TANK, 1934.
 KD1069
 KD1069                          STATION RECOVERY (1957)
 KD1069
 KD1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KD1069'STATION WAS FOUND IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 KD1069'ADEQUATE.
 KD1069
 KD1069                          STATION RECOVERY (1990)
 KD1069
 KD1069'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
 KD1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1358 ***********************************************************************
 KD1358  SACS        -  This is a Secondary Airport Control Station.
 KD1358  DESIGNATION -  MOBPORT
 KD1358  PID         -  KD1358
 KD1358  STATE/COUNTY-  MO/RANDOLPH
 KD1358  USGS QUAD   -  MOBERLY (1979)
 KD1358
 KD1358                         *CURRENT SURVEY CONTROL
 KD1358  ___________________________________________________________________
 KD1358* NAD 83(1997)-  39 27 52.73596(N)    092 25 45.43933(W)     ADJUSTED  
 KD1358* NAVD 88     -       263.4    (meters)     864.     (feet)  VERTCON   
 KD1358  ___________________________________________________________________
 KD1358  X           -    -209,002.176 (meters)                     COMP
 KD1358  Y           -  -4,926,448.645 (meters)                     COMP
 KD1358  Z           -   4,032,421.274 (meters)                     COMP
 KD1358  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 KD1358  ELLIP HEIGHT-         231.33  (meters)          (02/17/00) GPS OBS
 KD1358  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KD1358
 KD1358  HORZ ORDER  -  THIRD
 KD1358  ELLP ORDER  -  FOURTH    CLASS I
 KD1358
 KD1358.This mark is at Omar N Bradley Airport (MBY)
 KD1358
 KD1358.The horizontal coordinates were established by GPS observations
 KD1358.and adjusted by the National Geodetic Survey in February 2000..
 KD1358
 KD1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1358
 KD1358.GPS derived orthometric heights for airport stations designated as
 KD1358.PACS or SACS are published to 2 decimal places.  This maintains
 KD1358.centimeter relative accuracy between the PACS and SACS.  It does
 KD1358.not indicate centimeter accuracy relative to other marks which are
 KD1358.part of the NAVD 88 network.
 KD1358
 KD1358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1358
 KD1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1358
 KD1358.The ellipsoidal height was determined by GPS observations
 KD1358.and is referenced to NAD 83.
 KD1358
 KD1358.The geoid height was determined by GEOID03.
 KD1358
 KD1358;                    North         East     Units Scale Factor Converg.
 KD1358;SPC MO C     -   403,015.022   506,084.795   MT  0.99993379   +0 02 41.8
 KD1358;UTM  15      - 4,368,496.643   549,094.200   MT  0.99962967   +0 21 45.9
 KD1358
 KD1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1358!SPC MO C     -   0.99996371  x   0.99993379  =   0.99989750
 KD1358!UTM  15      -   0.99996371  x   0.99962967  =   0.99959339
 KD1358
 KD1358:                Primary Azimuth Mark                     Grid Az
 KD1358:SPC MO C     -  MOBPORT AZ MK                            058 26 13.1
 KD1358:UTM  15      -  MOBPORT AZ MK                            058 07 09.0
 KD1358
 KD1358|---------------------------------------------------------------------|
 KD1358| PID    Reference Object                     Distance      Geod. Az  |
 KD1358|                                                           dddmmss.s |
 KD1358| KD1359 MOBPORT AZ MK                       APPROX. 0.6 KM 0582854.9 |
 KD1358|---------------------------------------------------------------------|
 KD1358
 KD1358                          SUPERSEDED SURVEY CONTROL
 KD1358
 KD1358  NAD 83(1986)-  39 27 52.74356(N)    092 25 45.44599(W) AD(       ) 3
 KD1358  NGVD 29 (10/04/91)  263.4    (m)          864.     (f) GPS OBS        
 KD1358
 KD1358.Superseded values are not recommended for survey control.
 KD1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1358.See file dsdata.txt to determine how the superseded data were derived.
 KD1358
 KD1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4909468497(NAD 83)
 KD1358_MARKER: I = METAL ROD
 KD1358_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD1358_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD1358_STAMPING: MOBPORT 1991
 KD1358_MARK LOGO: NGS   
 KD1358_PROJECTION: FLUSH
 KD1358_MAGNETIC: I = MARKER IS A STEEL ROD
 KD1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1358+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1997
 KD1358_ROD/PIPE-DEPTH: 7.0  meters
 KD1358_SLEEVE-DEPTH  : 1.0 meters
 KD1358
 KD1358  HISTORY     - Date     Condition        Report By
 KD1358  HISTORY     - 1991     MONUMENTED       NGS
 KD1358  HISTORY     - 19970108 GOOD             NGS
 KD1358
 KD1358                          STATION DESCRIPTION
 KD1358
 KD1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KD1358'STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) NORTH OF MOBERLY, AT THE OMAR
 KD1358'BRADLEY AIRPORT.  OWNERSHIP-CITY OF MOBERLY, CITY HALL, MOBERLY, MO
 KD1358'65270. PHONE 816-263-4420.  AIRPORT MANAGER IS RON WILSON, PHONE
 KD1358'816-263-4835.
 KD1358'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 63 AT
 KD1358'NORTHEAST CORNER OF MOBERLY, GO NORTH ON HIGHWAY 63 FOR 2.4 KM
 KD1358'(1.5 MI) TO AIRPORT ACCESS ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON
 KD1358'ACCESS ROAD FOR 0.24 KM (0.15 MI) TO THE AIRPORT TERMINAL.  GO EAST
 KD1358'ON TAXIWAY FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF THE TAXIWAY AND
 KD1358'THE RUNWAYS AND THE STATION ON THE LEFT AT HOLDING BARS.
 KD1358'STATION IS LOCATED 28.2 M (92.5 FT) SOUTHWEST OF THE CENTER OF RUNWAY,
 KD1358'25.8 M (84.6 FT) NORTH OF THE CENTER OF TAXIWAY, 15.6 M (51.2 FT)
 KD1358'NORTH OF TAXIWAY LIGHT, 10.0 M (32.8 FT) SOUTHWEST OF RUNWAY LIGHT,
 KD1358'0.3 M (1.0 FT) SOUTH OF A SHORT FIBERGLASS WITNESS POST.
 KD1358
 KD1358                          STATION RECOVERY (1997)
 KD1358
 KD1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KD1358'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTH OF MOBERLY, MO. AT
 KD1358'THE OMAR N.  BRADLEY AIRPORT (MBY) , IN THE GRASS, NEAR AND JUST WEST
 KD1358'OF THE RUNWAY AND TAXI JUNCTION.  OWNERSHIP--CITY OF MOBERLY, CITY
 KD1358'HALL, MOBERLY, MO.  65270.  PHONE 816-263-4420.  AIRPORT MANAGER DOUG
 KD1358'HENRY, PHONE 816-263-4835.  NOTE--CONTACT AIRPORT OFFICE ON ARRIVAL.
 KD1358'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) .  TO
 KD1358'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 24 AND 63 NEAR
 KD1358'THE NORTHEAST CORNER OF MOBERLY, GO NORTH, 2.4 KM (1.50 MI) ALONG
 KD1358'HIGHWAY 63 TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 KD1358'EAST, 0.24 KM (0.15 MI) ALONG THE ENTRANCE ROAD TO THE TERMINAL.  GO
 KD1358'EAST, 0.24 KM (0.15 MI) ALONG TAXI TO THE RUNWAY AND TAXI JUNCTION AND
 KD1358'THE STATION ON THE LEFT, IN LINE WITH THE MOST EASTERLY 1 OF 4 HOLD
 KD1358'BAR LINES.  STATION IS 28.4 M (93.2 FT) SOUTHWEST OF THE RUNWAY
 KD1358'CENTER, 25.8 M (84.6 FT) NORTH OF THE TAXI CENTER AT THE HOLD BAR,
 KD1358'18.1 M (59.4 FT) WEST OF THE WEST CURVED JUNCTION EDGE, 15.6 M (51.2
 KD1358'FT) NORTH OF A TAXI LIGHT, 10.0 M (32.8 FT) SOUTHWEST OF A RUNWAY
 KD1358'LIGHT, 6.5 M (21.3 FT) NORTHWEST OF A SHORT WITNESS POST, AND THE
 KD1358'STATION IS ABOUT 0.2 M (0.7 FT) ABOVE THE RUNWAY LEVEL AND FLUSH WITH
 KD1358'THE GROUND SURFACE.  BY R.G.  HAYES. NOTE--THE DATUM POINT IS A PUNCH
 KD1358'MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF
 KD1358'7.0 M, (23.0 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG,
 KD1358'ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP, AND SURROUNDED BY
 KD1358'CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1359 ***********************************************************************
 KD1359  SACS        -  This is a Secondary Airport Control Station.
 KD1359  DESIGNATION -  MOBPORT AZ MK
 KD1359  PID         -  KD1359
 KD1359  STATE/COUNTY-  MO/RANDOLPH
 KD1359  USGS QUAD   -  MOBERLY (1979)
 KD1359
 KD1359                         *CURRENT SURVEY CONTROL
 KD1359  ___________________________________________________________________
 KD1359* NAD 83(1997)-  39 28 02.24792(N)    092 25 25.42627(W)     ADJUSTED  
 KD1359* NAVD 88     -       261.9    (meters)     859.     (feet)  VERTCON   
 KD1359  ___________________________________________________________________
 KD1359  X           -    -208,516.247 (meters)                     COMP
 KD1359  Y           -  -4,926,281.452 (meters)                     COMP
 KD1359  Z           -   4,032,646.802 (meters)                     COMP
 KD1359  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 KD1359  ELLIP HEIGHT-         229.84  (meters)          (02/17/00) GPS OBS
 KD1359  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KD1359
 KD1359  HORZ ORDER  -  THIRD
 KD1359  ELLP ORDER  -  FOURTH    CLASS I
 KD1359
 KD1359.This mark is at Omar N Bradley Airport (MBY)
 KD1359
 KD1359.The horizontal coordinates were established by GPS observations
 KD1359.and adjusted by the National Geodetic Survey in February 2000..
 KD1359
 KD1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 KD1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KD1359
 KD1359.GPS derived orthometric heights for airport stations designated as
 KD1359.PACS or SACS are published to 2 decimal places.  This maintains
 KD1359.centimeter relative accuracy between the PACS and SACS.  It does
 KD1359.not indicate centimeter accuracy relative to other marks which are
 KD1359.part of the NAVD 88 network.
 KD1359
 KD1359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KD1359
 KD1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1359
 KD1359.The ellipsoidal height was determined by GPS observations
 KD1359.and is referenced to NAD 83.
 KD1359
 KD1359.The geoid height was determined by GEOID03.
 KD1359
 KD1359;                    North         East     Units Scale Factor Converg.
 KD1359;SPC MO C     -   403,308.742   506,562.921   MT  0.99993386   +0 02 54.5
 KD1359;UTM  15      - 4,368,792.921   549,570.545   MT  0.99963025   +0 21 58.7
 KD1359
 KD1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1359!SPC MO C     -   0.99996394  x   0.99993386  =   0.99989780
 KD1359!UTM  15      -   0.99996394  x   0.99963025  =   0.99959421
 KD1359
 KD1359:                Primary Azimuth Mark                     Grid Az
 KD1359:SPC MO C     -  MOBPORT                                  238 26 13.1
 KD1359:UTM  15      -  MOBPORT                                  238 07 08.9
 KD1359
 KD1359|---------------------------------------------------------------------|
 KD1359| PID    Reference Object                     Distance      Geod. Az  |
 KD1359|                                                           dddmmss.s |
 KD1359| KD1358 MOBPORT                             APPROX. 0.6 KM 2382907.6 |
 KD1359|---------------------------------------------------------------------|
 KD1359
 KD1359                          SUPERSEDED SURVEY CONTROL
 KD1359
 KD1359  NAD 83(1986)-  39 28 02.25553(N)    092 25 25.43294(W) AD(       ) 3
 KD1359  NGVD 29 (10/04/91)  261.9    (m)          859.     (f) GPS OBS        
 KD1359
 KD1359.Superseded values are not recommended for survey control.
 KD1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1359.See file dsdata.txt to determine how the superseded data were derived.
 KD1359
 KD1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD4957168793(NAD 83)
 KD1359_MARKER: I = METAL ROD
 KD1359_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KD1359_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KD1359_STAMPING: MOBPORT AZ MK 1991
 KD1359_MARK LOGO: NGS   
 KD1359_PROJECTION: FLUSH
 KD1359_MAGNETIC: I = MARKER IS A STEEL ROD
 KD1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KD1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KD1359+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1997
 KD1359_ROD/PIPE-DEPTH: 5.2  meters
 KD1359_SLEEVE-DEPTH  : 1.0 meters
 KD1359
 KD1359  HISTORY     - Date     Condition        Report By
 KD1359  HISTORY     - 1991     MONUMENTED       NGS
 KD1359  HISTORY     - 19970108 GOOD             NGS
 KD1359
 KD1359                          STATION DESCRIPTION
 KD1359
 KD1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KD1359'STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) NORTH OF MOBERLY, AT THE OMAR
 KD1359'BRADLEY AIRPORT.  OWNERSHIP-CITY OF MOBERLY, CITY HALL, MOBERLY, MO
 KD1359'65270. PHONE 816-236-4420. AIRPORT MANAGER IS RON WILSON, PHONE
 KD1359'816-263-4835.
 KD1359'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 63 AT
 KD1359'THE NORTHEAST CORNER OF MOBERLY, GO NORTH ON HIGHWAY 63 FOR 2.4 KM
 KD1359'(1.5 MI) TO AIRPORT ACCESS ROAD ON THE RIGHT. TURN RIGHT, EAST, ON
 KD1359'ACCESS ROAD FOR 0.24 KM (0.15 MI) TO THE AIRPORT TERMINAL.  GO EAST
 KD1359'ON TAXIWAY FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF THE TAXIWAY AND
 KD1359'THE RUNWAYS. TURN LEFT, NORTHEAST, ALONG THE NORTHWEST SIDE OF RUNWAY
 KD1359'5-23 FOR 0.48 KM (0.30 MI) TO THE STATION AT THE SOUTHWEST SIDE OF A
 KD1359'TURNAROUND.
 KD1359'STATION IS LOCATED 16.5 M (54.1 FT) NORTHWEST OF THE CENTER OF RUNWAY,
 KD1359'11.7 M (38.4 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF TURNAROUND, 4.4 M
 KD1359'(14.4 FT) NORTHWEST OF A RUNWAY LIGHT, 0.3 M (1.0 FT) SOUTHWEST OF A
 KD1359'SHORT FIBERGLASS WITNESS POST.
 KD1359
 KD1359                          STATION RECOVERY (1997)
 KD1359
 KD1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KD1359'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTH OF MOBERLY, MO. AT
 KD1359'THE OMAR N.  BRADLEY AIRPORT (MBY) , IN THE GRASS, NEAR AND JUST WEST
 KD1359'OF THE RUNWAY AND TURNAROUND JUNCTION NEAR RUNWAY END 23.
 KD1359'OWNERSHIP--CITY OF MOBERLY, CITY HALL, MOBERLY, MO.  65270.  PHONE
 KD1359'816-263-4420.  AIRPORT MANAGER DOUG HENRY, PHONE 816-263-4835.
 KD1359'NOTE--CONTACT AIRPORT OFFICE ON ARRIVAL.  NOTE--THIS STATION IS A
 KD1359'SECONDARY AIRPORT CONTROL STATION (SACS) .  TO REACH THE STATION FROM
 KD1359'THE JUNCTION OF U.S.  HIGHWAYS 24 AND 63 NEAR THE NORTHEAST CORNER OF
 KD1359'MOBERLY, GO NORTH, 2.4 KM (1.50 MI) ALONG HIGHWAY 63 TO THE AIRPORT
 KD1359'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST, 0.24 KM (0.15 MI) ALONG
 KD1359'THE ENTRANCE ROAD TO THE TERMINAL.  GO EAST, 0.24 KM (0.15 MI) ALONG
 KD1359'TAXI TO THE RUNWAY AND TAXI JUNCTION.  BEAR LEFT, NORTHEAST, 0.48 KM
 KD1359'(0.30 MI) ALONG THE NORTHWEST SIDE OF RUNWAY 5-23 TO THE STATION ON
 KD1359'THE LEFT, NEAR THE SOUTHWEST SIDE OF THE TURNAROUND. STATION IS 16.4 M
 KD1359'(53.8 FT) NORTHWEST OF THE RUNWAY CENTER, 11.7 M (38.4 FT) SOUTHWEST
 KD1359'OF THE TURNAROUNDS SOUTHWEST EDGE, 4.4 M (14.4 FT) NORTHWEST OF A
 KD1359'RUNWAY LIGHT, AND THE STATION IS LEVEL WITH THE RUNWAY AND FLUSH WITH
 KD1359'THE GROUND SURFACE.  BY R.G.  HAYES. NOTE--THE DATUM POINT IS A PUNCH
 KD1359'MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF
 KD1359'5.2 M, (17.1 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG,
 KD1359'ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP, AND SURROUNDED BY
 KD1359'CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1738 ***********************************************************************
 HB1738  DESIGNATION -  MOCCASIN SPRINGS RESET
 HB1738  PID         -  HB1738
 HB1738  STATE/COUNTY-  MO/CAPE GIRARDEAU
 HB1738  USGS QUAD   -  WARE (1993)
 HB1738
 HB1738                         *CURRENT SURVEY CONTROL
 HB1738  ___________________________________________________________________
 HB1738* NAD 83(1997)-  37 26 28.64769(N)    089 27 12.56191(W)     ADJUSTED  
 HB1738* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 HB1738  ___________________________________________________________________
 HB1738  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HB1738  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 HB1738
 HB1738  HORZ ORDER  -  FIRST
 HB1738
 HB1738.The horizontal coordinates were established by classical geodetic methods
 HB1738.and adjusted by the National Geodetic Survey in February 2000..
 HB1738
 HB1738.The orthometric height was scaled from a topographic map.
 HB1738
 HB1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1738
 HB1738.The geoid height was determined by GEOID03.
 HB1738
 HB1738;                    North         East     Units Scale Factor Converg.
 HB1738;SPC MO E     -   178,938.773   342,605.748   MT  1.00003893   +0 38 10.6
 HB1738;SPC IL W     -    86,200.506   763,109.073   MT  0.99999022   +0 26 00.9
 HB1738;SPC IL W     -   282,809.49  2,503,633.68   sFT  0.99999022   +0 26 00.9
 HB1738;UTM  16      - 4,146,654.303   282,948.750   MT  1.00018035   -1 29 31.8
 HB1738
 HB1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1738!SPC MO E     -   0.99997243  x   1.00003893  =   1.00001136
 HB1738!SPC IL W     -   0.99997243  x   0.99999022  =   0.99996265
 HB1738!UTM  16      -   0.99997243  x   1.00018035  =   1.00015278
 HB1738
 HB1738|---------------------------------------------------------------------|
 HB1738| PID    Reference Object                     Distance      Geod. Az  |
 HB1738|                                                           dddmmss.s |
 HB1738| CI4676 MOCCASIN SPRINGS RM 2                26.870 METERS 10601     |
 HB1738| CI4674 MOCCASIN SPRINGS AZ MK                             2831510.8 |
 HB1738| CI4675 MOCCASIN SPRINGS RM 1                21.834 METERS 34847     |
 HB1738|---------------------------------------------------------------------|
 HB1738
 HB1738                          SUPERSEDED SURVEY CONTROL
 HB1738
 HB1738  NAD 83(1997)-  37 26 28.64760(N)    089 27 12.56146(W) AD(       ) 1
 HB1738  NAD 83(1997)-  37 26 28.65583(N)    089 27 12.56337(W) AD(       ) 1
 HB1738  NAD 83(1986)-  37 26 28.65929(N)    089 27 12.56621(W) AD(       ) 1
 HB1738  NAD 27      -  37 26 28.48800(N)    089 27 12.24000(W) AD(       ) 1
 HB1738
 HB1738.Superseded values are not recommended for survey control.
 HB1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1738.See file dsdata.txt to determine how the superseded data were derived.
 HB1738
 HB1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG8294946654(NAD 83)
 HB1738_MARKER: DS = TRIANGULATION STATION DISK
 HB1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1738
 HB1738  HISTORY     - Date     Condition        Report By
 HB1738  HISTORY     - 1938     MONUMENTED       CGS
 HB1738  HISTORY     - 1968     POOR             LOCENG
 HB1738  HISTORY     - 19911231 POOR             MODNR
 HB1738
 HB1738                          STATION DESCRIPTION
 HB1738
 HB1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1738'STATION WAS RECOVERED IN 1938 AS DESCRIBED. THE LIMESTONE POST
 HB1738'MARKING THE STATION WAS REPLACED BY
 HB1738'STANDARD DISKS, BOTH SURFACE AND UNDERGROUND MARKS CENTERED EXACTLY
 HB1738'WITH THE POSITION OF THE CENTER OF THE LIMESTONE POST.
 HB1738'TWO REFERENCE MARKS AND ONE AZIMUTH MARK WERE ESTABLISHED AS
 HB1738'DESCRIBED BELOW. STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST
 HB1738'OF CAPE GIRARDEAU AND ABOUT 2-1/2 MILES NORTH-NORTHEAST OF EGYPT
 HB1738'MILLS, IN THE NE 1/4 SEC. 24, T. 32 N., R. 14 E., ON LAND OWNED BY ADA
 HB1738'AND MATTIE SHEPPARD, 57-1/2 FEET NORTH OF A 24-INCH OAK WITH
 HB1738'BLAZED TRIANGLE, 17-1/2 FEET EAST OF A 12-INCH OAK WITH BLAZED
 HB1738'TRIANGLE, AND 17-3/4 FEET WEST OF A 10-INCH OAK WITH TRIANGLE
 HB1738'BLAZE. STATION IS STAMPED MOCCASIN SPRINGS MRC 1880, 1938.
 HB1738'
 HB1738'TO REACH THE STATION FROM CAPE GIRARDEAU GO NORTH ALONG MAIN STREET
 HB1738'FROM THE INTERSECTION WITH BROADWAY FOR 0.4 MILE TO JOG LEFT PAST
 HB1738'SHOE FACTORY, THEN NORTH 0.15 MILE TO SHELL GASOLINE STATION ON LEFT,
 HB1738'TURN LEFT AND DRIVE WEST ONE BLOCK (0.05 MILE), TURN RIGHT (NORTH)
 HB1738'AND GO 0.9 MILE TO FORK, CONTINUE 1.25 MILES ON COUNTY ROAD V TO
 HB1738'T-ROAD LEFT, TURN LEFT AND GO 0.25 MILE TO FORK, GO ALONG RIGHT
 HB1738'FORK 2.1 MILES TO T-ROAD, TURN RIGHT ON GRAVEL AND CONTINUE 0.2 MILE
 HB1738'TO FORK, TAKE LEFT FORK AND GO 1.15 MILES TO T-ROAD, TURN RIGHT AND
 HB1738'GO 0.35 MILE TO ROAD RIGHT, CONTINUE LEFT AND GO 1.8 MILES TO T-ROAD,
 HB1738'TURN RIGHT ON GRAVEL AND GO 0.9 MILE TO EGYPT MILLS AT CROSS ROAD
 HB1738'JUST ACROSS BRIDGE, TURN LEFT ON GRAVEL ROAD AND GO 1.0 MILE TO
 HB1738'DIRT ROAD RIGHT, JUST ACROSS WOOD BRIDGE, TURN RIGHT AND GO 0.3 MILE
 HB1738'TO FORK AT BRIDGE, TURN RIGHT, CROSSING BRIDGE, AND GO 1.3 MILES TO
 HB1738'GATE AND LOG CABIN AT RIGHT, PASS THROUGH GATE AND GO 0.15 MILE TO
 HB1738'ANOTHER GATE, PASS THROUGH GATE AND GO ALONG RAILROAD ALONG
 HB1738'HOGBACKS ON RIDGES 0.65 MILE TO THE AZIMUTH MARK WHICH LIES AT RIGHT
 HB1738'OF TRAIL WHERE HOGBACK SWINGS LEFT AROUND A DEEP RAVINE, CONTINUE
 HB1738'0.15 MILE ALONG HOGBACK TO A CLEARING AT HIGHEST POINT ON RIDGE
 HB1738'WHERE STATION IS LOCATED.
 HB1738'
 HB1738'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HB1738'DISKS SET IN CONCRETE.
 HB1738'
 HB1738'REFERENCE MARK NO. 1 IS LOCATED NORTH OF STATION DOWN THE RIDGE, 7
 HB1738'FEET LOWER THAN THE STATION, AND IS STAMPED MOCCASIN SPRINGS MRC NO.
 HB1738'1 1938. IT PROJECTS 10 INCHES. REFERENCE MARK NO. 2 IS LOCATED
 HB1738'SOUTHEAST OF STATION ALONG HOGBACK AT SAME ELEVATION AS STATION,
 HB1738'AND IS STAMPED MOCCASIN SPRINGS MRC NO. 2 1938. IT PROJECTS 10
 HB1738'INCHES.
 HB1738'
 HB1738'AZIMUTH MARK (1938) IS LOCATED APPROXIMATELY 0.2 MILE WEST OF STATION
 HB1738'ON HOGBACK RIDGE, 4 FEET SOUTH OF TRAIL ROAD, 21.5 FEET SOUTH OF
 HB1738'8-INCH OAK WITH TWO VERTICAL BLAZES, 25.5 FEET NORTH OF A TWO-FORKED
 HB1738'10-INCH OAK WITH TRIANGLE BLAZE, AND 15.5 FEET WEST OF A 16-INCH
 HB1738'OAK WITH TRIANGLE BLAZE. IT IS STAMPED MOCCASIN SPRINGS MRC 1938, AND
 HB1738'PROJECTS 3 INCHES.
 HB1738
 HB1738                          STATION RECOVERY (1968)
 HB1738
 HB1738'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (WLS)
 HB1738'MOCCASIN SPRINGS MR C. 18 8 0- 1938 STATION HAS BEEN DISTURBED,
 HB1738'HOWEVER IT APPARENTLY IS IN ITS ORIGINAL POSITION AND CAN BE USED.
 HB1738'
 HB1738'MOCCASIN SPRINGS R.M. NO. 1 RECOVERED GOOD.
 HB1738'
 HB1738'MOCCASIN SPRINGS R. M. NO. 2 WAS FOUND LYING ON ITS SIDE WITH DISC
 HB1738'INTACT.
 HB1738'
 HB1738'MOCCASIN SPRINGS AZ. RECOVERED GOOD.
 HB1738'
 HB1738'THE 1938 DESCRIPTION IS NOW INADEQUATE.  A NEW DESCRIPTION
 HB1738'FOLLOWS--TO, REACH THE STATION FROM THE FEDERAL BUILDING IN CAPE
 HB1738'GIRARDEAU, GO EAST ON BROADWAY STREET FOR 0.15 MILE TO MISSOURI
 HB1738'HWY. NO. 177, TURN LEFT, NORTH, AND FOLLOW THE HIGHWAY AS IT
 HB1738'MEANDERS GENERALLY NORTH FOR 8.15 MILES TO EGYPT MILL.  CONTINUE
 HB1738'ON HIGHWAY NO. 177, NORTH, FOR 2.20 MILES TO THE ENTRANCE OF THE
 HB1738'TRAIL OF TEARS STATE PARK.  TURN RIGHT, EAST, AND PASS THRU THE
 HB1738'ENTRANCE GATE FOR 0.60 MILES TO A T ROAD NORTH, STAY STRAIGHT,
 HB1738'EAST, AND CONTINUE FOR 1.20 MILES TO THE MOCCASIN SPRINGS AND
 HB1738'THE U.S.G.S.  GAGING STATION ON THE RAIL ROAD.  PARK VEHICLE
 HB1738'AND WALK ALONG R.R.  SOUTH ABOUT 1/3 MILE TO A TRESTLE OVER A
 HB1738'SMALL STREAM.  AT THIS POINT TURN SOUTH WEST, LEAVING R.R. TRACKS
 HB1738'AND GO UPSTREAM AND UP A VERY DEEP RAVING TO THE HIGHEST POINT ON
 HB1738'A RIDGE.  THE DISTANCE IS ABOUT 1800 FEET AND THE STATION IS
 HB1738'NEAR THE CENTER OF A TRAIL.
 HB1738'
 HB1738'TO REACH THE AZIMUTH, HEAD N.N.W. ALONG THE TRAIL, CROSSING A FENCE,
 HB1738'TO THE POINT WHERE THREE TRAILS AND RIDGES COME TOGETHER, TAKE THE
 HB1738'N.W. TRAIL ALONG THE RIDGE LINE ABOUT 750 FEET TO THE MARK ON THE
 HB1738'LEFT.
 HB1738
 HB1738                          STATION RECOVERY (1991)
 HB1738
 HB1738'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC)
 HB1738'MONUMENT FOUND OUT OF GROUND, DISK REMOVED AND RETURNED TO MODNR
 HB1738'OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0939 ***********************************************************************
 GF0939  DESIGNATION -  MONETT
 GF0939  PID         -  GF0939
 GF0939  STATE/COUNTY-  MO/LAWRENCE
 GF0939  USGS QUAD   -  MONETT (1972)
 GF0939
 GF0939                         *CURRENT SURVEY CONTROL
 GF0939  ___________________________________________________________________
 GF0939* NAD 83(1997)-  36 56 02.47695(N)    093 54 45.14746(W)     ADJUSTED  
 GF0939* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 GF0939  ___________________________________________________________________
 GF0939  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GF0939  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GF0939
 GF0939  HORZ ORDER  -  SECOND
 GF0939
 GF0939.The horizontal coordinates were established by classical geodetic methods
 GF0939.and adjusted by the National Geodetic Survey in February 2000..
 GF0939
 GF0939.The orthometric height was scaled from a topographic map.
 GF0939
 GF0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0939
 GF0939.The geoid height was determined by GEOID03.
 GF0939
 GF0939;                    North         East     Units Scale Factor Converg.
 GF0939;SPC MO W     -    85,308.976   902,333.036   MT  0.99997490   +0 21 10.8
 GF0939;UTM  15      - 4,087,942.076   418,734.629   MT  0.99968136   -0 32 54.1
 GF0939
 GF0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0939!SPC MO W     -   0.99993924  x   0.99997490  =   0.99991414
 GF0939!UTM  15      -   0.99993924  x   0.99968136  =   0.99962062
 GF0939
 GF0939|---------------------------------------------------------------------|
 GF0939| PID    Reference Object                     Distance      Geod. Az  |
 GF0939|                                                           dddmmss.s |
 GF0939| CI2542 MONETT RM 1                          23.213 METERS 04341     |
 GF0939| GF0940 MONETT AZ MK                        APPROX. 0.9 KM 1320144.1 |
 GF0939| GF0941 MONETT RM 2                          24.137 METERS 14131     |
 GF0939| GF0934 MONETT GULF OIL CO WATER TANK       APPROX. 6.1 KM 1695735.1 |
 GF0939| GF0942 MONETT 2                             35.002 METERS 16958     |
 GF0939| CI3475 UNIDENTIFIED STACK                                 1855148.0 |
 GF0939|---------------------------------------------------------------------|
 GF0939
 GF0939                          SUPERSEDED SURVEY CONTROL
 GF0939
 GF0939  NAD 83(1997)-  36 56 02.47764(N)    093 54 45.14752(W) AD(       ) 2
 GF0939  NAD 83(1997)-  36 56 02.47842(N)    093 54 45.14704(W) AD(       ) 2
 GF0939  NAD 83(1997)-  36 56 02.48679(N)    093 54 45.14868(W) AD(       ) 2
 GF0939  NAD 83(1986)-  36 56 02.48966(N)    093 54 45.14728(W) AD(       ) 2
 GF0939  NAD 27      -  36 56 02.27200(N)    093 54 44.41250(W) AD(       ) 2
 GF0939
 GF0939.Superseded values are not recommended for survey control.
 GF0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0939.See file dsdata.txt to determine how the superseded data were derived.
 GF0939
 GF0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1873587942(NAD 83)
 GF0939_MARKER: DS = TRIANGULATION STATION DISK
 GF0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0939
 GF0939  HISTORY     - Date     Condition        Report By
 GF0939  HISTORY     - 1961     MONUMENTED       CGS
 GF0939  HISTORY     - 1972     SEE DESCRIPTION  NGS
 GF0939
 GF0939                          STATION DESCRIPTION
 GF0939
 GF0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0939'THE STATION IS ON THE WEST SIDE OF 13TH STREET, IN THE NORTHEAST
 GF0939'PART OF MONETT, IN THE SOUTHEAST 1/4 OF SEC. 30 T. 26 N.,
 GF0939'R. 27 W., AND ON THE PROPERTY OF MR. ARNO KLEIBOEKER.  IT IS
 GF0939'60 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A BARN, 49 FEET
 GF0939'EAST OF THE SOUTHEAST CORNER OF THE BARN AND 20 FEET NORTH
 GF0939'OF A WIRE FENCE AND A WITNESS POST.  THE MONUMENT IS 12
 GF0939'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 GF0939'MONETT 1961.
 GF0939'
 GF0939'TO REACH FROM THE FIRST NATIONAL BANK IN MONETT, GO EAST
 GF0939'AND NORTH ON U.S. HIGHWAY 60 (CITY ROUTE) FOR 1.0 MILE TO
 GF0939'A T-ROAD (U.S. HIGHWAY 60 CITY ROUTE TURNS RIGHT EAST).
 GF0939'*TURN LEFT AND GO WEST ON COUNTY ROAD H FOR 0.05 MILE TO
 GF0939'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON 13TH STREET
 GF0939'FOR 0.35 MILE TO A DRIVEWAY RIGHT.  TURN RIGHT AND GO EAST
 GF0939'ALONG THE SOUTH SIDE OF MR. KLEIBOEKERS HOME FOR 0.05 MILE
 GF0939'TO THE SOUTHEAST CORNER OF A BARN AND THE STATION.
 GF0939'
 GF0939'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO EAST ON HIGHWAY
 GF0939'60 (CITY ROUTE) FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GF0939'
 GF0939'REFERENCE MARK 1 IS 100 FEET EAST OF THE NORTHEAST CORNER
 GF0939'OF THE BARN AND 21 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT
 GF0939'IS FLUSH AND THE DISK IS STAMPED MONETT NO 1 1961.
 GF0939'
 GF0939'REFERENCE MARK 2 IS 66 FEET SOUTHEAST OF THE WITNESS POST
 GF0939'AND 41 FEET SOUTH OF THE WIRE FENCE.  THE MONUMENT IS FLUSH
 GF0939'AND THE DISK IS STAMPED MONETT NO 2 1961.
 GF0939'
 GF0939'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTERLINE OF U.S.
 GF0939'HIGHWAY 60 (CITY ROUTE), 4 FEET WEST OF A TELEPHONE POLE, 2
 GF0939'FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF A WIRE
 GF0939'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MONETT
 GF0939'1961.
 GF0939'
 GF0939'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0939
 GF0939                          STATION RECOVERY (1972)
 GF0939
 GF0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0939'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 GF0939'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES
 GF0939'AND DIRECTIONS TO THE REFERENCE MARKS COMPARED GOOD WITH THE
 GF0939'PREVIOUS DATA.  BY REQUEST OF THE PROPERTY OWNER THIS STATION
 GF0939'WAS MOVED TO A NEW LOCATION BEING A HOUSE IS GOING TO BE
 GF0939'BUILT AT THE STATION SITE.  BEING THE STATION MARK WAS 12
 GF0939'INCHES BELOW THE GROUND SURFACE THE DISKS WERE LEFT INTACT
 GF0939'AS THE HOUSE WILL BE BUILT OVER THE MARK, BUT THE REFERENCE
 GF0939'MARKS 1 AND 2 DISKS WERE RECLAIMED AFTER OBSERVATIONS WERE
 GF0939'MADE.  MONETT 2 1972 AND REFERENCE MARKS 3 AND 4 WERE
 GF0939'ESTABLISHED.  THE 1961 AZIMUTH MARK WAS USED FOR THE NEW
 GF0939'STATION, HOWEVER IT WAS OBSTRUCTED TO THE 1961 STATION BY
 GF0939'A HOUSE ON LINE.
 GF0939'
 GF0939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- NORTHEAST PART
 GF0939'OF MONETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0942 ***********************************************************************
 GF0942  DESIGNATION -  MONETT 2
 GF0942  PID         -  GF0942
 GF0942  STATE/COUNTY-  MO/LAWRENCE
 GF0942  USGS QUAD   -  MONETT (1972)
 GF0942
 GF0942                         *CURRENT SURVEY CONTROL
 GF0942  ___________________________________________________________________
 GF0942* NAD 83(1997)-  36 56 01.35889(N)    093 54 44.90087(W)     ADJUSTED  
 GF0942* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 GF0942  ___________________________________________________________________
 GF0942  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GF0942  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 GF0942
 GF0942  HORZ ORDER  -  THIRD
 GF0942
 GF0942.The horizontal coordinates were established by classical geodetic methods
 GF0942.and adjusted by the National Geodetic Survey in February 2000..
 GF0942.No horizontal observational check was made to the station.
 GF0942
 GF0942.The orthometric height was scaled from a topographic map.
 GF0942
 GF0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0942
 GF0942.The geoid height was determined by GEOID03.
 GF0942
 GF0942;                    North         East     Units Scale Factor Converg.
 GF0942;SPC MO W     -    85,274.549   902,339.351   MT  0.99997491   +0 21 11.0
 GF0942;UTM  15      - 4,087,907.564   418,740.400   MT  0.99968134   -0 32 54.0
 GF0942
 GF0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0942!SPC MO W     -   0.99993924  x   0.99997491  =   0.99991415
 GF0942!UTM  15      -   0.99993924  x   0.99968134  =   0.99962060
 GF0942
 GF0942|---------------------------------------------------------------------|
 GF0942| PID    Reference Object                     Distance      Geod. Az  |
 GF0942|                                                           dddmmss.s |
 GF0942| GF0941 MONETT RM 2                          17.945 METERS 02948     |
 GF0942| GF0940 MONETT AZ MK                        APPROX. 0.9 KM 1303927.2 |
 GF0942| GF1029 MONETT 2 RM 3                        37.201 METERS 16715     |
 GF0942| GF0934 MONETT GULF OIL CO WATER TANK       APPROX. 6.0 KM 1695735.3 |
 GF0942| GF1030 MONETT 2 RM 4                        44.254 METERS 21530     |
 GF0942| GF0939 MONETT                               35.002 METERS 34958     |
 GF0942|---------------------------------------------------------------------|
 GF0942
 GF0942                          SUPERSEDED SURVEY CONTROL
 GF0942
 GF0942  NAD 83(1997)-  36 56 01.35958(N)    093 54 44.90092(W) AD(       ) 3
 GF0942  NAD 83(1997)-  36 56 01.36036(N)    093 54 44.90045(W) AD(       ) 3
 GF0942  NAD 83(1997)-  36 56 01.36873(N)    093 54 44.90209(W) AD(       ) 3
 GF0942  NAD 83(1986)-  36 56 01.37158(N)    093 54 44.90068(W) AD(       ) 3
 GF0942  NAD 27      -  36 56 01.15392(N)    093 54 44.16593(W) AD(       ) 3
 GF0942
 GF0942.Superseded values are not recommended for survey control.
 GF0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0942.See file dsdata.txt to determine how the superseded data were derived.
 GF0942
 GF0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1874087908(NAD 83)
 GF0942_MARKER: DS = TRIANGULATION STATION DISK
 GF0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GF0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0942+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2001
 GF0942
 GF0942  HISTORY     - Date     Condition        Report By
 GF0942  HISTORY     - 1972     MONUMENTED       NGS
 GF0942  HISTORY     - 1974     GOOD             NGS
 GF0942  HISTORY     - 19891025 MARK NOT FOUND   NGS
 GF0942  HISTORY     - 19981215 GOOD             MOHC
 GF0942  HISTORY     - 20010920 GOOD             INDIV
 GF0942  HISTORY     - 20020917 GOOD             GEOCAC
 GF0942
 GF0942                          STATION DESCRIPTION
 GF0942
 GF0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0942'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 GF0942'OF ROSEWOOD STREET AND FOURTEENTH STREET, IN THE NORTHEAST PART OF
 GF0942'MONETT, ON PROPERTY OWNED BY MR. WALKER CRAIG, 1111 ROSEWOOD,
 GF0942'MONETT, MISSOURI.
 GF0942'
 GF0942'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN MONETT, GO
 GF0942'EAST AND NORTH ON U.S. HIGHWAY 60 (CITY ROUTE) FOR 1.0 MILE TO
 GF0942'WHERE HIGHWAY 60 TURNS AND GO EAST AND COUNTY ROAD H ON THE
 GF0942'LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD H FOR 0.05 MILE TO
 GF0942'13TH STREET ON THE RIGHT.  TURN RIGHT AND GO NORTH ON 13 STREET
 GF0942'FOR 0.35 MILE TO ROSEWOOD STREET ON THE RIGHT.  TURN RIGHT AND
 GF0942'GO EAST ON ROSEWOOD STREET FOR 0.05 MILE TO THE STATION ON THE
 GF0942'RIGHT AS DESCRIBED.
 GF0942'
 GF0942'THE STATION MARKS ARE STANDARD DISKS STAMPED MONETT 2 1972.  THE
 GF0942'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 GF0942'MONUMENT THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 GF0942'118 FEET SOUTHEAST OF A LARGE TRIPLE TRUNK OAK TREE, 38 FEET
 GF0942'WEST OF THE WEST CURB OF FOURTEENTH STREET, 34.8 FEET WEST OF A
 GF0942'WATER HYDRANT, 27 FEET SOUTH OF THE CENTER OF ROSEWOOD STREET
 GF0942'AND 6.5 FEET SOUTH OF THE SOUTH CURB OF ROSEWOOD STREET.  THE
 GF0942'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 GF0942'INCHES BELOW THE GROUND SURFACE.
 GF0942'
 GF0942'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MONETT 2 NO 3 1972,
 GF0942'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 GF0942'FLUSH WITH THE GROUND SURFACE.  IT IS 178.7 FEET EAST OF A POWER
 GF0942'POLE, 121 FEET SOUTH OF THE WATER HYDRANT, 66 FEET NORTHEAST OF
 GF0942'THE NORTHEAST CORNER OF A HOUSE, 33.5 FEET NORTH OF THE NORTH
 GF0942'EDGE OF A CONCRETE DRIVEWAY AND 7.7 FEET WEST OF THE WEST CURB
 GF0942'OF FOURTEENTH STREET.
 GF0942'
 GF0942'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MONETT 2 NO 4 1972,
 GF0942'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 GF0942'IS FLUSH WITH THE GROUND SURFACE.  IT IS 127 FEET SOUTH OF THE
 GF0942'SOUTH CURB OF ROSEWOOD STREET, 119 FEET WEST OF THE WEST CURB OF
 GF0942'FOURTEENTH STREET, 67.5 FEET EAST OF THE POWER POLE AND 43
 GF0942'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.
 GF0942'
 GF0942'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MONETT 1961, SET IN
 GF0942'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 GF0942'WITH THE SURFACE OF THE GROUND.  IT IS 56 FEET WEST OF THE CENTER
 GF0942'OF A DRIVEWAY, 49 FEET WEST OF A CORNER FENCE POST, 29 FEET NORTH
 GF0942'OF THE CENTER OF HIGHWAY 60, 4 FEET WEST-NORTHWEST OF A POWER
 GF0942'POLE, 2 FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A
 GF0942'FENCE.
 GF0942'
 GF0942'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON HIGHWAY
 GF0942'60 (CITY ROUTE) FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GF0942'
 GF0942'NEAREST TOWN--MONETT.
 GF0942
 GF0942                          STATION RECOVERY (1974)
 GF0942
 GF0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GF0942'THE STATION MARK, REFERENCE MARK 3, REFERENCE MARK 4 AND THE
 GF0942'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1972 AND IN
 GF0942'GOOD CONDITION.  THIS STATION WAS OCCUPIED THIS DATE FOR A POLARIS
 GF0942'OBSERVATION AND AN ELECTRONIC DISTANCE MEASUREMENT TO THE AZIMUTH
 GF0942'MARK.
 GF0942'
 GF0942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MONETT.
 GF0942
 GF0942                          STATION RECOVERY (1989)
 GF0942
 GF0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0942'MARK NOT FOUND.
 GF0942
 GF0942                          STATION RECOVERY (1998)
 GF0942
 GF0942'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1998 (RSP)
 GF0942'RECOVERED IN GOOD CONDITION.
 GF0942
 GF0942                          STATION RECOVERY (2001)
 GF0942
 GF0942'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DS)
 GF0942'THE STATION MARK IS UNDER A BUSH AT THE LOCATION AS DESCRIBED.
 GF0942'AZIMUTH MARK WAS NOT FOUND AND RECOVERED.
 GF0942
 GF0942                          STATION RECOVERY (2002)
 GF0942
 GF0942'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0940 ***********************************************************************
 GF0940  DESIGNATION -  MONETT AZ MK
 GF0940  PID         -  GF0940
 GF0940  STATE/COUNTY-  MO/LAWRENCE
 GF0940  USGS QUAD   -  MONETT (1972)
 GF0940
 GF0940                         *CURRENT SURVEY CONTROL
 GF0940  ___________________________________________________________________
 GF0940* NAD 83(1997)-  36 55 42.35698(N)    093 54 17.34350(W)     ADJUSTED  
 GF0940* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 GF0940  ___________________________________________________________________
 GF0940  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 GF0940  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 GF0940
 GF0940  HORZ ORDER  -  SECOND
 GF0940
 GF0940.The horizontal coordinates were established by classical geodetic methods
 GF0940.and adjusted by the National Geodetic Survey in February 2000..
 GF0940
 GF0940.The orthometric height was scaled from a topographic map.
 GF0940
 GF0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0940
 GF0940.The geoid height was determined by GEOID03.
 GF0940
 GF0940;                    North         East     Units Scale Factor Converg.
 GF0940;SPC MO W     -    84,693.036   903,024.937   MT  0.99997580   +0 21 27.4
 GF0940;UTM  15      - 4,087,315.514   419,416.554   MT  0.99968000   -0 32 37.2
 GF0940
 GF0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0940!SPC MO W     -   0.99993923  x   0.99997580  =   0.99991504
 GF0940!UTM  15      -   0.99993923  x   0.99968000  =   0.99961925
 GF0940
 GF0940                          SUPERSEDED SURVEY CONTROL
 GF0940
 GF0940  NAD 83(1997)-  36 55 42.35767(N)    093 54 17.34355(W) AD(       ) 2
 GF0940  NAD 83(1997)-  36 55 42.35845(N)    093 54 17.34307(W) AD(       ) 2
 GF0940  NAD 83(1997)-  36 55 42.36683(N)    093 54 17.34472(W) AD(       ) 2
 GF0940  NAD 83(1986)-  36 55 42.36966(N)    093 54 17.34333(W) AD(       ) 2
 GF0940  NAD 27      -  36 55 42.15136(N)    093 54 16.60968(W) AD(       ) 2
 GF0940
 GF0940.Superseded values are not recommended for survey control.
 GF0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0940.See file dsdata.txt to determine how the superseded data were derived.
 GF0940
 GF0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1941787316(NAD 83)
 GF0940_MARKER: DZ = AZIMUTH MARK DISK
 GF0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0940_SP_SET: CONCRETE POST
 GF0940_STAMPING: MONETTE 1961
 GF0940_MARK LOGO: CGS   
 GF0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0940+STABILITY: SURFACE MOTION
 GF0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0940+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1989
 GF0940
 GF0940  HISTORY     - Date     Condition        Report By
 GF0940  HISTORY     - 1961     MONUMENTED       CGS
 GF0940  HISTORY     - 1972     GOOD             NGS
 GF0940  HISTORY     - 19891025 GOOD             NGS
 GF0940
 GF0940                          STATION DESCRIPTION
 GF0940
 GF0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GF0940'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 GF0940'OF ROSEWOOD STREET AND FOURTEENTH STREET, IN THE NORTHEAST PART OF
 GF0940'MONETT, ON PROPERTY OWNED BY MR. WALKER CRAIG, 1111 ROSEWOOD,
 GF0940'MONETT, MISSOURI.
 GF0940'
 GF0940'TO REACH THE STATION MONETT FROM THE FIRST NATIONAL BANK IN MONETT, GO
 GF0940'EAST AND NORTH ON U.S. HIGHWAY 60 (CITY ROUTE) FOR 1.0 MILE TO WHERE
 GF0940'HIGHWAY 60 TURNS AND GO EAST AND COUNTY ROAD H ON THE LEFT.
 GF0940'
 GF0940'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON HIGHWAY 60
 GF0940'(CITY ROUTE) FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GF0940'
 GF0940'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MONETT 1961, SET IN
 GF0940'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 GF0940'THE SURFACE OF THE GROUND.  IT IS 56 FEET WEST OF THE CENTER OF A
 GF0940'DRIVEWAY, 49 FEET WEST OF A CORNER FENCE POST, 29 FEET NORTH OF
 GF0940'THE CENTER OF HIGHWAY 60, 4 FEET WEST-NORTHWEST OF A POWER POLE, 2
 GF0940'FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 GF0940'
 GF0940'NEAREST TOWN--MONETT.
 GF0940
 GF0940                          STATION RECOVERY (1989)
 GF0940
 GF0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GF0940'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.8 KM
 GF0940'(0.50 MI) EASTERLY ALONG EAST CLEVELAND STREET (U.S. HIGHWAY 60
 GF0940'BUSINESS) FROM ITS JUNCTION WITH THIRTEENTH STREET IN MONETT, 17.8 M
 GF0940'(58.4 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING TO THE ARIVETTS
 GF0940'RESIDENCE, 8.6 M (28.2 FT) NORTH OF THE CENTER OF THE AVENUE, 1.8 M
 GF0940'(5.9 FT) WEST OF UTILITY POLE NUMBER 4, 1.0 M (3.3 FT) ABOVE THE
 GF0940'LEVEL OF THE AVENUE, 0.7 M (2.3 FT) EAST OF A METAL WITNESS POST, 0.3
 GF0940'M (1.0 FT) SOUTH OF A FENCE, AND IN A CONCRETE MONUMENT THAT IS FLUSH
 GF0940'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0934 ***********************************************************************
 GF0934  DESIGNATION -  MONETT GULF OIL CO WATER TANK
 GF0934  PID         -  GF0934
 GF0934  STATE/COUNTY-  MO/BARRY
 GF0934  USGS QUAD   -  MONETT (1972)
 GF0934
 GF0934                         *CURRENT SURVEY CONTROL
 GF0934  ___________________________________________________________________
 GF0934* NAD 83(1997)-  36 52 48.20885(N)    093 54 02.33239(W)     ADJUSTED  
 GF0934* NAVD 88     -                                                        
 GF0934  ___________________________________________________________________
 GF0934  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 GF0934  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 GF0934
 GF0934  HORZ ORDER  -  THIRD
 GF0934
 GF0934.The horizontal coordinates were established by classical geodetic methods
 GF0934.and adjusted by the National Geodetic Survey in February 2000..
 GF0934
 GF0934
 GF0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0934
 GF0934.The geoid height was determined by GEOID03.
 GF0934
 GF0934;                    North         East     Units Scale Factor Converg.
 GF0934;SPC MO W     -    79,327.197   903,430.146   MT  0.99997633   +0 21 34.9
 GF0934;UTM  15      - 4,081,945.560   419,737.264   MT  0.99967936   -0 32 26.0
 GF0934
 GF0934                          SUPERSEDED SURVEY CONTROL
 GF0934
 GF0934  NAD 83(1997)-  36 52 48.20944(N)    093 54 02.33239(W) AD(       ) 4
 GF0934  NAD 83(1997)-  36 52 48.21055(N)    093 54 02.33195(W) AD(       ) 4
 GF0934  NAD 83(1997)-  36 52 48.21877(N)    093 54 02.33349(W) AD(       ) 4
 GF0934  NAD 83(1986)-  36 52 48.22187(N)    093 54 02.33241(W) AD(       ) 4
 GF0934  NAD 27      -  36 52 47.99500(N)    093 54 01.59900(W) AD(       ) 3
 GF0934
 GF0934.Superseded values are not recommended for survey control.
 GF0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0934.See file dsdata.txt to determine how the superseded data were derived.
 GF0934
 GF0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1973781946(NAD 83)
 GF0934_MARKER: 53 = ELEVATED TANK
 GF0934
 GF0934  HISTORY     - Date     Condition        Report By
 GF0934  HISTORY     - 1961     FIRST OBSERVED   CGS
 GF0934
 GF0934                          STATION DESCRIPTION
 GF0934
 GF0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0934'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A FOUR
 GF0934'LEGGED STEEL TANK, PAINTED SILVER AND HAS THE GULF EMBLEM
 GF0934'ON THE WEST SIDE OF THE TANK.  THE OVERALL HEIGHT IS 65 FEET.
 GF0934'IT IS ABOUT 3 MILES SOUTHEAST OF MONETT, IN THE NORTHWEST 1/4
 GF0934'OF SECTION 16, T. 25 N., R. 27 W.
 GF0934'
 GF0934'REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND U.S. HIGHWAY 60
 GF0934'AT THE SOUTHWEST EDGE OF MONETT, GO SOUTH ON HIGHWAY 37 FOR
 GF0934'3.3 MILES TO A CROSSROAD AT A STORE AND GAS PUMPS IN THE
 GF0934'NORTHEAST ANGLE OF THE INTERSECTION.  TURN LEFT AND GO EAST ON A
 GF0934'GRAVELED ROAD FOR 1 MILE TO A CROSSROAD.  TURN LEFT AND GO
 GF0934'NORTH ON A GRAVELED ROAD FOR 0.7 MILE TO THE STATION ON THE
 GF0934'RIGHT, ABOUT 175 FEET EAST OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0938 ***********************************************************************
 GF0938  DESIGNATION -  MONETT MUNICIPAL STANDPIPE
 GF0938  PID         -  GF0938
 GF0938  STATE/COUNTY-  MO/BARRY
 GF0938  USGS QUAD   -  MONETT (1972)
 GF0938
 GF0938                         *CURRENT SURVEY CONTROL
 GF0938  ___________________________________________________________________
 GF0938* NAD 83(1997)-  36 54 43.25401(N)    093 55 27.58939(W)     ADJUSTED  
 GF0938* NAVD 88     -                                                        
 GF0938  ___________________________________________________________________
 GF0938  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 GF0938  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GF0938
 GF0938  HORZ ORDER  -  THIRD
 GF0938
 GF0938.The horizontal coordinates were established by classical geodetic methods
 GF0938.and adjusted by the National Geodetic Survey in February 2000..
 GF0938
 GF0938
 GF0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0938
 GF0938.The geoid height was determined by GEOID03.
 GF0938
 GF0938;                    North         East     Units Scale Factor Converg.
 GF0938;SPC MO W     -    82,860.495   901,297.521   MT  0.99997358   +0 20 44.7
 GF0938;UTM  15      - 4,085,510.894   417,661.047   MT  0.99968352   -0 33 18.6
 GF0938
 GF0938                          SUPERSEDED SURVEY CONTROL
 GF0938
 GF0938  NAD 83(1997)-  36 54 43.25468(N)    093 55 27.58926(W) AD(       ) 4
 GF0938  NAD 83(1997)-  36 54 43.25551(N)    093 55 27.58915(W) AD(       ) 4
 GF0938  NAD 83(1997)-  36 54 43.26376(N)    093 55 27.59071(W) AD(       ) 4
 GF0938  NAD 83(1986)-  36 54 43.26706(N)    093 55 27.58929(W) AD(       ) 4
 GF0938  NAD 27      -  36 54 43.04900(N)    093 55 26.84900(W) AD(       ) 3
 GF0938
 GF0938.Superseded values are not recommended for survey control.
 GF0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0938.See file dsdata.txt to determine how the superseded data were derived.
 GF0938
 GF0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1766185511(NAD 83)
 GF0938_MARKER: 52 = STANDPIPE TANK
 GF0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0938+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 GF0938
 GF0938  HISTORY     - Date     Condition        Report By
 GF0938  HISTORY     - 1959     FIRST OBSERVED   CGS
 GF0938  HISTORY     - 1961     GOOD             CGS
 GF0938  HISTORY     - 20021206 GOOD             GEOCAC
 GF0938
 GF0938                          STATION DESCRIPTION
 GF0938
 GF0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0938'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE LOCATED
 GF0938'IN THE SOUTH PART OF TOWN IN THE CITY PARK.  IT IS PAINTED
 GF0938'SILVER AND HAS AN OVERALL HEIGHT OF 100 FEET.
 GF0938
 GF0938                          STATION RECOVERY (1961)
 GF0938
 GF0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0938'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GF0938
 GF0938                          STATION RECOVERY (2002)
 GF0938
 GF0938'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0933 ***********************************************************************
 GF0933  DESIGNATION -  MONETT PRODUCERS CREAMERY STK
 GF0933  PID         -  GF0933
 GF0933  STATE/COUNTY-  MO/BARRY
 GF0933  USGS QUAD   -  MONETT (1972)
 GF0933
 GF0933                         *CURRENT SURVEY CONTROL
 GF0933  ___________________________________________________________________
 GF0933* NAD 83(1997)-  36 54 59.94715(N)    093 55 36.11323(W)     ADJUSTED  
 GF0933* NAVD 88     -                                                        
 GF0933  ___________________________________________________________________
 GF0933  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GF0933  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GF0933
 GF0933  HORZ ORDER  -  THIRD
 GF0933
 GF0933.The horizontal coordinates were established by classical geodetic methods
 GF0933.and adjusted by the National Geodetic Survey in February 2000..
 GF0933
 GF0933
 GF0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0933
 GF0933.The geoid height was determined by GEOID03.
 GF0933
 GF0933;                    North         East     Units Scale Factor Converg.
 GF0933;SPC MO W     -    83,373.796   901,083.439   MT  0.99997331   +0 20 39.7
 GF0933;UTM  15      - 4,086,027.348   417,455.123   MT  0.99968394   -0 33 24.0
 GF0933
 GF0933                          SUPERSEDED SURVEY CONTROL
 GF0933
 GF0933  NAD 83(1997)-  36 54 59.94783(N)    093 55 36.11310(W) AD(       ) 4
 GF0933  NAD 83(1997)-  36 54 59.94859(N)    093 55 36.11305(W) AD(       ) 4
 GF0933  NAD 83(1997)-  36 54 59.95689(N)    093 55 36.11459(W) AD(       ) 4
 GF0933  NAD 83(1986)-  36 54 59.96020(N)    093 55 36.11297(W) AD(       ) 4
 GF0933  NAD 27      -  36 54 59.74400(N)    093 55 35.36900(W) AD(       ) 3
 GF0933
 GF0933.Superseded values are not recommended for survey control.
 GF0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0933.See file dsdata.txt to determine how the superseded data were derived.
 GF0933
 GF0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1745586027(NAD 83)
 GF0933_MARKER: 63 = STACK
 GF0933
 GF0933  HISTORY     - Date     Condition        Report By
 GF0933  HISTORY     - 1959     FIRST OBSERVED   CGS
 GF0933  HISTORY     - 1961     GOOD             CGS
 GF0933  HISTORY     - 20021206 GOOD             GEOCAC
 GF0933
 GF0933                          STATION DESCRIPTION
 GF0933
 GF0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0933'THE STATION IS THE CENTER OF THE TOP OF THE STACK LOCATED
 GF0933'IN THE SOUTH PART OF TOWN.  IT IS A WHITE CONCRETE STACK WITH
 GF0933'THE LEGEND M F A ON THE EAST AND WEST SIDES.  THE OVERALL HEIGHT
 GF0933'IS 165 FEET.
 GF0933
 GF0933                          STATION RECOVERY (1961)
 GF0933
 GF0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0933'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GF0933
 GF0933                          STATION RECOVERY (2002)
 GF0933
 GF0933'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0936 ***********************************************************************
 GF0936  DESIGNATION -  MONETT PRODUCERS CREAMERY TANK
 GF0936  PID         -  GF0936
 GF0936  STATE/COUNTY-  MO/BARRY
 GF0936  USGS QUAD   -  MONETT (1972)
 GF0936
 GF0936                         *CURRENT SURVEY CONTROL
 GF0936  ___________________________________________________________________
 GF0936* NAD 83(1997)-  36 54 59.99846(N)    093 55 38.10967(W)     ADJUSTED  
 GF0936* NAVD 88     -                                                        
 GF0936  ___________________________________________________________________
 GF0936  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 GF0936  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GF0936
 GF0936  HORZ ORDER  -  THIRD
 GF0936
 GF0936.The horizontal coordinates were established by classical geodetic methods
 GF0936.and adjusted by the National Geodetic Survey in February 2000..
 GF0936
 GF0936
 GF0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0936
 GF0936.The geoid height was determined by GEOID03.
 GF0936
 GF0936;                    North         East     Units Scale Factor Converg.
 GF0936;SPC MO W     -    83,375.080   901,034.015   MT  0.99997325   +0 20 38.5
 GF0936;UTM  15      - 4,086,029.409   417,405.740   MT  0.99968404   -0 33 25.2
 GF0936
 GF0936                          SUPERSEDED SURVEY CONTROL
 GF0936
 GF0936  NAD 83(1997)-  36 54 59.99914(N)    093 55 38.10954(W) AD(       ) 4
 GF0936  NAD 83(1997)-  36 54 59.99991(N)    093 55 38.10949(W) AD(       ) 4
 GF0936  NAD 83(1997)-  36 55 00.00821(N)    093 55 38.11103(W) AD(       ) 4
 GF0936  NAD 83(1986)-  36 55 00.01154(N)    093 55 38.10949(W) AD(       ) 4
 GF0936  NAD 27      -  36 54 59.79500(N)    093 55 37.36800(W) AD(       ) 3
 GF0936
 GF0936.Superseded values are not recommended for survey control.
 GF0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0936.See file dsdata.txt to determine how the superseded data were derived.
 GF0936
 GF0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1740686029(NAD 83)
 GF0936_MARKER: 53 = ELEVATED TANK
 GF0936
 GF0936  HISTORY     - Date     Condition        Report By
 GF0936  HISTORY     - 1959     FIRST OBSERVED   CGS
 GF0936  HISTORY     - 1961     GOOD             CGS
 GF0936
 GF0936                          STATION DESCRIPTION
 GF0936
 GF0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0936'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN THE
 GF0936'SOUTH PART OF TOWN.  THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL
 GF0936'STRUCTURE.  IT IS PAINTED SILVER WITH THE LEGEND DARICRAFT ON
 GF0936'THE WEST SIDE.  THE OVERALL HEIGHT IS 125 FEET.
 GF0936
 GF0936                          STATION RECOVERY (1961)
 GF0936
 GF0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0936'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0932 ***********************************************************************
 GF0932  DESIGNATION -  MONETT RADIO STATION KRMO MAST
 GF0932  PID         -  GF0932
 GF0932  STATE/COUNTY-  MO/LAWRENCE
 GF0932  USGS QUAD   -  MONETT (1972)
 GF0932
 GF0932                         *CURRENT SURVEY CONTROL
 GF0932  ___________________________________________________________________
 GF0932* NAD 83(1997)-  36 56 17.17496(N)    093 55 30.74405(W)     ADJUSTED  
 GF0932* NAVD 88     -                                                        
 GF0932  ___________________________________________________________________
 GF0932  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GF0932  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 GF0932
 GF0932  HORZ ORDER  -  THIRD
 GF0932
 GF0932.The horizontal coordinates were established by classical geodetic methods
 GF0932.and adjusted by the National Geodetic Survey in February 2000..
 GF0932
 GF0932
 GF0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0932
 GF0932.The geoid height was determined by GEOID03.
 GF0932
 GF0932;                    North         East     Units Scale Factor Converg.
 GF0932;SPC MO W     -    85,755.171   901,201.985   MT  0.99997346   +0 20 43.6
 GF0932;UTM  15      - 4,088,405.875   417,611.065   MT  0.99968362   -0 33 21.7
 GF0932
 GF0932                          SUPERSEDED SURVEY CONTROL
 GF0932
 GF0932  NAD 83(1997)-  36 56 17.17564(N)    093 55 30.74420(W) AD(       ) 4
 GF0932  NAD 83(1997)-  36 56 17.17644(N)    093 55 30.74353(W) AD(       ) 4
 GF0932  NAD 83(1997)-  36 56 17.18477(N)    093 55 30.74529(W) AD(       ) 4
 GF0932  NAD 83(1986)-  36 56 17.18799(N)    093 55 30.74396(W) AD(       ) 4
 GF0932  NAD 27      -  36 56 16.97200(N)    093 55 30.00800(W) AD(       ) 3
 GF0932
 GF0932.Superseded values are not recommended for survey control.
 GF0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0932.See file dsdata.txt to determine how the superseded data were derived.
 GF0932
 GF0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1761188406(NAD 83)
 GF0932_MARKER: 42 = RADIO/TV MAST
 GF0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0932+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2002
 GF0932
 GF0932  HISTORY     - Date     Condition        Report By
 GF0932  HISTORY     - 1959     FIRST OBSERVED   CGS
 GF0932  HISTORY     - 1961     GOOD             CGS
 GF0932  HISTORY     - 20021114 GOOD             GEOCAC
 GF0932
 GF0932                          STATION DESCRIPTION
 GF0932
 GF0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0932'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED
 GF0932'IN THE NORTH EDGE OF TOWN.  IT IS A GUYED STEEL STRUCTURE
 GF0932'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE WITH AN OVERALL
 GF0932'HEIGHT OF 247 FEET.
 GF0932
 GF0932                          STATION RECOVERY (1961)
 GF0932
 GF0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0932'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GF0932
 GF0932                          STATION RECOVERY (2002)
 GF0932
 GF0932'RECOVERY NOTE BY GEOCACHING 2002 (CB)
 GF0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1146 ***********************************************************************
 HD1146  DESIGNATION -  MONICK
 HD1146  PID         -  HD1146
 HD1146  STATE/COUNTY-  MO/WRIGHT
 HD1146  USGS QUAD   -  COMPETITION (1987)
 HD1146
 HD1146                         *CURRENT SURVEY CONTROL
 HD1146  ___________________________________________________________________
 HD1146* NAD 83(1997)-  37 28 12.18784(N)    092 28 31.68571(W)     ADJUSTED  
 HD1146* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 HD1146  ___________________________________________________________________
 HD1146  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 HD1146  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HD1146
 HD1146  HORZ ORDER  -  FIRST
 HD1146
 HD1146.The horizontal coordinates were established by classical geodetic methods
 HD1146.and adjusted by the National Geodetic Survey in February 2000..
 HD1146
 HD1146.The orthometric height was scaled from a topographic map.
 HD1146
 HD1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1146
 HD1146.The geoid height was determined by GEOID03.
 HD1146
 HD1146;                    North         East     Units Scale Factor Converg.
 HD1146;SPC MO C     -   181,616.744   502,169.952   MT  0.99993339   +0 00 53.7
 HD1146;UTM  15      - 4,147,148.019   546,382.080   MT  0.99962650   +0 19 08.8
 HD1146
 HD1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1146!SPC MO C     -   0.99994298  x   0.99993339  =   0.99987637
 HD1146!UTM  15      -   0.99994298  x   0.99962650  =   0.99956950
 HD1146
 HD1146:                Primary Azimuth Mark                     Grid Az
 HD1146:SPC MO C     -  GULF LOOKOUT TOWER                       056 18 22.5
 HD1146:UTM  15      -  GULF LOOKOUT TOWER                       056 00 07.4
 HD1146
 HD1146|---------------------------------------------------------------------|
 HD1146| PID    Reference Object                     Distance      Geod. Az  |
 HD1146|                                                           dddmmss.s |
 HD1146| HD1064 GULF LOOKOUT TOWER                  APPROX.21.6 KM 0561916.2 |
 HD1146| HD1063 GULF REFINING CO WATER TANK         APPROX.21.2 KM 0572610.2 |
 HD1146| CN7488 MONICK RM 1                          40.209 METERS 07600     |
 HD1146| CN7487 MONICK AZ MK                                       1114101.6 |
 HD1146| CN7489 MONICK RM 2                          24.335 METERS 17708     |
 HD1146| HD1199 TULSA ST LOUIS AWY BCN 54A          APPROX.18.1 KM 3084037.0 |
 HD1146|---------------------------------------------------------------------|
 HD1146
 HD1146                          SUPERSEDED SURVEY CONTROL
 HD1146
 HD1146  NAD 83(1986)-  37 28 12.20011(N)    092 28 31.68450(W) AD(       ) 1
 HD1146  NAD 27      -  37 28 12.03400(N)    092 28 31.08300(W) AD(       ) 1
 HD1146
 HD1146.Superseded values are not recommended for survey control.
 HD1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1146.See file dsdata.txt to determine how the superseded data were derived.
 HD1146
 HD1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB4638247148(NAD 83)
 HD1146_MARKER: DS = TRIANGULATION STATION DISK
 HD1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1146
 HD1146  HISTORY     - Date     Condition        Report By
 HD1146  HISTORY     - 1939     MONUMENTED       CGS
 HD1146  HISTORY     - 1946     GOOD             CGS
 HD1146
 HD1146                          STATION DESCRIPTION
 HD1146
 HD1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HD1146'THE STATION IS LOCATED ON A HIGH, PROMINENT, CLEARED HILL ON
 HD1146'LAND OWNED BY MRS. MONICK, IN THE N.E. 1/4 OF SECTION 21, T 32
 HD1146'N, R 14 W, 2-1/4 MILES WEST AND 1 MILE SOUTH OF COMPETITION, 1/4
 HD1146'MILE SOUTH OF THE LACLEDE-WRIGHT COUNTY LINE, ON THE EAST SIDE
 HD1146'OF MONICK HOME, 39 FEET WEST OF THE HOUSE YARD FENCE, 10 FEET
 HD1146'EAST OF A WIRE GARDEN FENCE, AND 10 FEET SOUTH OF A PICKET
 HD1146'FENCE.  THE MARK PROJECTS 4 INCHES ABOVE THE
 HD1146'GROUND AND IS STAMPED MONICK 1939.
 HD1146'
 HD1146'TO REACH THE STATION FROM THE POST OFFICE IN GROVESPRING, GO EAST
 HD1146'FOR 0.4 MILE TO MISSOURI HIGHWAY NO. 5, TURN LEFT (NORTH) ON
 HD1146'HIGHWAY NO. 5 AND GO 4.6 MILES TO A CROSSROAD (THIS POINT IS
 HD1146'0.7 MILE SOUTH OF THE LACLEDE-WRIGHT COUNTY LINE), TURN RIGHT
 HD1146'(EAST) AND GO 1.35 MILES, THEN TAKE THE MAIN ROAD LEFT (NORTH)
 HD1146'AND FOLLOW IT, GOING NORTH AND EAST AND KEEPING STRAIGHT AHEAD
 HD1146'AT INTERSECTIONS, FOR 3.1 MILES, THEN TURN RIGHT (SOUTH) AND GO
 HD1146'1.0 MILE, THEN TAKE T ROAD LEFT (EAST) AT NORTH VIEW CHURCH
 HD1146'FOR 0.4 MILE, THEN TAKE T ROAD LEFT (NORTH) AND FOLLOW IT,
 HD1146'GOING NORTH AND EAST, AND KEEPING STRAIGHT AHEAD AT
 HD1146'INTERSECTIONS FOR 1.45 MILES, THEN TURN LEFT (NORTH) AND
 HD1146'GO 0.1 MILE, THEN TURN RIGHT (EAST) AND GO 1.0 MILE, THEN
 HD1146'TURN LEFT (NORTH) THROUGH A GATE, LEAVING THE MAIN ROAD AND
 HD1146'FOLLOWING THE FARM ROAD UP HILL FOR 0.7 MILE TO THE MONICK
 HD1146'HOME AND THE STATION.
 HD1146'
 HD1146'REFERENCE MARK NO. 1 IS 40.203 METERS, 131.90 FEET,
 HD1146'EAST-NORTHEAST OF THE STATION, 1 FOOT EAST OF A FENCE LINE AND 12
 HD1146'FEET SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 4
 HD1146'INCHES ABOVE THE GROUND AND IS STAMPED MONICK NO 1 1939.
 HD1146'
 HD1146'REFERENCE MARK NO. 2 IS 24.336 METERS, 79.84 FEET SOUTH OF THE
 HD1146'STATION AND 1 FOOT EAST OF A NORTH-AND-SOUTH FENCE LINE.  THE
 HD1146'MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 HD1146'MONICK NO 2 1939.
 HD1146'
 HD1146'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST-SOUTHEAST OF THE
 HD1146'STATION.  IT LIES 1 FOOT WEST OF A FENCE LINE AND 24 FEET NORTH
 HD1146'OF THE NORTH POST OF A GATE.  THE MARK PROJECTS 6 INCHES
 HD1146'ABOVE THE GROUND AND IS STAMPED MONICK 1939.  TO REACH THE MARK
 HD1146'FROM THE STATION, GO THROUGH THE GATE NORTH OF THE STATION INTO
 HD1146'A PASTURE, TURN RIGHT (EAST) AND FOLLOW A FIELD ROAD FOR 0.25
 HD1146'MILE TO A GATE AND THE MARK.
 HD1146'
 HD1146'A 50-FOOT TOWER WILL CLEAR ALL LINES.
 HD1146'
 HD1146'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HD1146
 HD1146                          STATION RECOVERY (1946)
 HD1146
 HD1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1146'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 HD1146'CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ON
 HD1146'A PROMINENT CLEARED HILL (OWNED BY MR. MONICK) IN THE NORTHEAST
 HD1146'QUARTER OF SEC. 21, T. 32 N. R. 14 W..  IT IS ABOUT 2-1/4 MILES
 HD1146'WEST AND 1 MILE SOUTH OF COMPETITION, 1/4 MILE SOUTH OF THE
 HD1146'LACLEDE-WRIGHT COUNTY LINE, ON THE EAST SIDE OF THE MONICKS
 HD1146'HOME, 39 FEET EAST OF THE YARD FENCE, 22 FEET SOUTH OF THE
 HD1146'GARDEN FENCE AND 10 FEET WEST OF A GARDEN FENCE.  THE MARK
 HD1146'PROJECTS 2 INCHES AND THE DISK IS STAMPED MONICK 1939.
 HD1146'
 HD1146'REFERENCE MARK NO. 1 IS 131.92 FEET EAST-NORTHEAST OF THE STATION,
 HD1146'25 FEET SOUTHEAST OF THE NORTHEAST GARDEN FENCE CORNER, 13 FEET
 HD1146'SOUTH OF A PASTURE FENCE AND 3 FEET SOUTH OF A WITNESS POST.
 HD1146'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MONICK 1939
 HD1146'NO 1.
 HD1146'
 HD1146'REFERENCE MARK NO. 2 IS 79.84 FEET SOUTH OF THE STATION, AND
 HD1146'1 FOOT WEST OF THE GARDEN FENCE.  THE MARK PROJECTS 8 INCHES
 HD1146'AND THE DISK IS STAMPED MONICK 1939 NO 2.
 HD1146'
 HD1146'AZIMUTH MARK IS ABOUT 0.25 MILE EAST-SOUTHEAST OF THE STATION, 25
 HD1146'FEET EAST OF THE EAST POST OF A GATE, 3 FEET WEST OF A WITNESS
 HD1146'POST AND 1 FOOT NORTH OF THE FENCELINE.  THE MARK PROJECTS 6
 HD1146'INCHES AND THE DISK IS STAMPED MONICK 1939.
 HD1146'
 HD1146'TO REACH FROM THE POST OFFICE IN GROVESPRINGS, GO EAST FOR 0.4
 HD1146'MILES TO STATE HIGHWAY NO. 5, TURN LEFT (NORTH) ON STATE HIGHWAY
 HD1146'NO. 5 FOR 4.7 MILES TO CROSS ROADS, (THIS POINT IS 0.7 MILE SOUTH
 HD1146'OF THE LACLEDE-WRIGHT COUNTY LINE) TURN RIGHT (EAST) FOR 1.4 MILES
 HD1146'TO A T ROAD LEFT (NORTH) FOLLOWING MAIN ROAD NORTH AND EAST
 HD1146'AND KEEPING STRAIGHT AT INTERSECTIONS FOR 3.2 MILES TO T ROAD,
 HD1146'TURN RIGHT (SOUTH) FOR 1.0 MILE TO A T ROAD LEFT, TURN LEFT
 HD1146'(EAST) KEEPING STRAIGHT AT INTERSECTIONS FOR 1.4 MILES TO A
 HD1146'T ROAD LEFT, TURN LEFT (NORTH) GO NORTH AND EAST FOR 1.1
 HD1146'MILES TO A GATE JUST EAST OF A FARM HOUSE, TURN LEFT THROUGH
 HD1146'GATE FOR 0.2 MILE TO TOP OF HILL, TURN RIGHT EASTERLY FOR 0.4
 HD1146'MILE TO FENCE CORNERS PASS THROUGH GATES AND GO EASTERLY FOR
 HD1146'0.25 MILE TO FENCE CORNERS, PASS THROUGH GATES TURNING
 HD1146'EAST FOR 0.2 MILE TO GATE, PASS THROUGH GATE TURNING RIGHT
 HD1146'FOR 0.2 MILE TO THE MONICKS HOME AND STATION.  TO REACH AZIMUTH
 HD1146'FROM STATION CONTINUE EASTERLY ON TRACK ROAD FOR 0.25
 HD1146'MILE TO GATE AND MARK.
 HD1146'
 HD1146'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE DESCRIBED.
 HD1146'
 HD1146'NOTE- 30 FOOT TOWER NEEDED TO SEE AZIMUTH MARK.
 HD1146'
 HD1146'HEIGHT OF LIGHT ABOVE STATION MARK- 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2498 ***********************************************************************
 JD2498  DESIGNATION -  MONITEAU
 JD2498  PID         -  JD2498
 JD2498  STATE/COUNTY-  MO/COLE
 JD2498  USGS QUAD   -  CENTERTOWN NW (1969)
 JD2498
 JD2498                         *CURRENT SURVEY CONTROL
 JD2498  ___________________________________________________________________
 JD2498* NAD 83(1997)-  38 42 43.40209(N)    092 23 06.72574(W)     ADJUSTED  
 JD2498* NAVD 88     -       217.1    (meters)     712.     (feet)  VERTCON   
 JD2498  ___________________________________________________________________
 JD2498  X           -    -207,402.350 (meters)                     COMP
 JD2498  Y           -  -4,979,207.580 (meters)                     COMP
 JD2498  Z           -   3,967,540.114 (meters)                     COMP
 JD2498  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JD2498  ELLIP HEIGHT-         184.43  (meters)          (02/17/00) GPS OBS
 JD2498  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JD2498
 JD2498  HORZ ORDER  -  THIRD
 JD2498  ELLP ORDER  -  FOURTH    CLASS I
 JD2498
 JD2498.The horizontal coordinates were established by classical geodetic methods
 JD2498.and adjusted by the National Geodetic Survey in February 2000..
 JD2498
 JD2498.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2498
 JD2498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JD2498
 JD2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2498
 JD2498.The ellipsoidal height was determined by GPS observations
 JD2498.and is referenced to NAD 83.
 JD2498
 JD2498.The geoid height was determined by GEOID03.
 JD2498
 JD2498;                    North         East     Units Scale Factor Converg.
 JD2498;SPC MO C     -   319,473.744   509,984.089   MT  0.99993456   +0 04 18.5
 JD2498;UTM  15      - 4,285,003.289   553,451.796   MT  0.99963518   +0 23 04.2
 JD2498
 JD2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2498!SPC MO C     -   0.99997106  x   0.99993456  =   0.99990563
 JD2498!UTM  15      -   0.99997106  x   0.99963518  =   0.99960625
 JD2498
 JD2498|---------------------------------------------------------------------|
 JD2498| PID    Reference Object                     Distance      Geod. Az  |
 JD2498|                                                           dddmmss.s |
 JD2498| CN7491 MONITEAU RM 1                        11.939 METERS 00335     |
 JD2498| CN7492 MONITEAU RM 2                        18.530 METERS 10208     |
 JD2498| CN7490 MONITEAU AZ MK                                     1414234.1 |
 JD2498| JD2489 MEDLOCK RESET                       APPROX. 9.3 KM 1532209.0 |
 JD2498|---------------------------------------------------------------------|
 JD2498
 JD2498                          SUPERSEDED SURVEY CONTROL
 JD2498
 JD2498  NAD 83(1986)-  38 42 43.41035(N)    092 23 06.72952(W) AD(       ) 3
 JD2498  NAD 27      -  38 42 43.29960(N)    092 23 06.02870(W) AD(       ) 3
 JD2498  NGVD 29 (09/27/93)  217.0    (m)          712.     (f) GPS OBS        
 JD2498
 JD2498.Superseded values are not recommended for survey control.
 JD2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2498.See file dsdata.txt to determine how the superseded data were derived.
 JD2498
 JD2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5345285003(NAD 83)
 JD2498_MARKER: DH = HORIZONTAL CONTROL DISK
 JD2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2498_SP_SET: CONCRETE POST
 JD2498_STAMPING: MONITEAU 1949
 JD2498_MARK LOGO: CGS   
 JD2498_MAGNETIC: N = NO MAGNETIC MATERIAL
 JD2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD2498+STABILITY: SURFACE MOTION
 JD2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JD2498+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 JD2498
 JD2498  HISTORY     - Date     Condition        Report By
 JD2498  HISTORY     - 1949     MONUMENTED       CGS
 JD2498  HISTORY     - 1949     GOOD             CGS
 JD2498  HISTORY     - 1971     GOOD             NGS
 JD2498  HISTORY     - 19920303 GOOD             MODNR
 JD2498
 JD2498                          STATION DESCRIPTION
 JD2498
 JD2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2498'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF MARION
 JD2498'AND 3/4 MILE EAST OF THE MONITEAU-COLE COUNTY-LINE ON THE HIGHEST
 JD2498'GROUND IN THE IMMEDIATE VICINITY OVERLOOKING THE MISSOURI RIVER
 JD2498'VALLEY AND MONITEAU CREEK TO THE EAST.  IT IS IN THE NW
 JD2498'1/4 OF SEC. 30, T. 46 N., R. 13 W. ON PASTURE LAND OWNED BY
 JD2498'MR. E.U. RAITHEL, 44 FEET SOUTH OF AN 8-INCH ASH TREE WITH
 JD2498'A TRIANGULAR BLAZE AND 44 FEET WEST-SOUTHWEST OF A 10-INCH ASH
 JD2498'WITH A TRIANGULAR BLAZE.  THE MARK IS 12 INCHES BELOW THE
 JD2498'SURFACE OF THE GROUND AND THE DISK IS STAMPED MONITEAU 1949.
 JD2498'
 JD2498'REFERENCE MARK NO. 1 IS 6 FEET WEST-SOUTHWEST OF AN 8-INCH ASH
 JD2498'WITH A TRIANGULAR BLAZE.  THE MARK IS FLUSH WITH THE GROUND AND
 JD2498'THE DISC IS STAMPED MONITEAU NO 1 1949.
 JD2498'
 JD2498'REFERENCE MARK NO. 2 IS 41 FEET SOUTH-SOUTHEAST OF A 10-INCH
 JD2498'ASH WITH A TRIANGULAR BLAZE.  THE MARK PROJECTS 2 INCHES AND
 JD2498'THE DISC IS STAMPED MONITEAU NO 2 1949.
 JD2498'
 JD2498'THE AZIMUTH MARK IS 26 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 JD2498'COUNTY ROUTE A AND 2 FEET WEST-NORTHWEST OF WHITE WITNESS POST.
 JD2498'THE MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED MONITEAU 1949.
 JD2498'
 JD2498'TO REACH THE STATION FROM THE POST OFFICE IN MARION, GO
 JD2498'NORTH-NORTHWEST ON COUNTY ROUTE A FOR 1.5 MILES TO THE AZIMUTH
 JD2498'MARK ON THE RIGHT.  CONTINUE ON COUNTY ROUTE A FOR 0.65 MILE
 JD2498'TO MR. RAITHELS FARM ON THE RIGHT.  TURN SHARP RIGHT INTO HIS
 JD2498'FARM.  PASS THROUGH 3 GATES, KEEPING TO THE RIGHT OF THE BARN
 JD2498'AND THE SILO, FOR A DISTANCE OF 0.1 MILE.  CONTINUE ACROSS
 JD2498'PASTURE IN AN EASTERLY DIRECTION FOR 0.35 MILE TO AN OLD HOUSE.
 JD2498'TURN SHARP LEFT AND GO NORTH-NORTHWEST ALONG THE TOP OF THE
 JD2498'BLUFF FOR 0.15 MILE TO THE HIGHEST GROUND AND THE STATION.
 JD2498'
 JD2498'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JD2498
 JD2498                          STATION RECOVERY (1949)
 JD2498
 JD2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 JD2498'RECOVERED IN GOOD CONDITION.
 JD2498
 JD2498                          STATION RECOVERY (1971)
 JD2498
 JD2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JD2498'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JD2498'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 JD2498'SEARCHED FOR BUT NOT FOUND AND WAS ASSUMED THE MARK WAS DESTROYED
 JD2498'WHEN ROAD WAS CHANGED.  NO VISIBLE OBJECTS AT STATION SITE SO A
 JD2498'NEW AZIMUTH MARK WAS NOT SET.
 JD2498'
 JD2498'STATION IS 51 FEET SOUTH-SOUTHWEST OF A RAILROAD TIE WITH WITNESS
 JD2498'SIGN ATTACHED, 61 FEET WEST OF A FENCE POST AT REFERENCE MARK
 JD2498'NO. 2, AND THE MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 JD2498'
 JD2498'REFERENCE MARK NO. 1 IS 18.5 FEET SOUTHEAST OF THE RAILROAD TIE,
 JD2498'1.5 FEET EAST OF THE FENCE, AND IS FLUSH WITH THE SURFACE OF
 JD2498'THE GROUND.
 JD2498'
 JD2498'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE FENCE AND PROJECTS 2
 JD2498'INCHES.
 JD2498'
 JD2498'TO REACH THE STATION FROM THE STORE IN MARION, GO NORTHWEST ON
 JD2498'STATE HIGHWAY 179 FOR 1.85 MILES TO A BOARD GATE ON THE
 JD2498'RIGHT.  PASS THROUGH THE GATE AND GO EAST THROUGH PASTURE TO AN
 JD2498'OLD ABANDONED HOUSE ON TOP OF RIDGE.  BEAR LEFT AND GO
 JD2498'NORTH-NORTHWEST ALONG TOP OF THE RIDGE FOR 0.15 MILE TO THE
 JD2498'STATION.
 JD2498'
 JD2498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2498'ABOUT 2 MILES NNW OF MARION.
 JD2498
 JD2498                          STATION RECOVERY (1992)
 JD2498
 JD2498'RECOVERY NOTE BY MO DEPT OF NAT RES 1992
 JD2498'DATE OF REPORT 11-30-1992
 JD2498'STATION MONITEAU, 1949
 JD2498'STATION, AZIMUTH MARKS AND REFERENCE TIES
 JD2498'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) NORTHWEST OF JEFFERSON
 JD2498'CITY AND 6.5 MI (10.5 KM) NORTH OF CENTERTOWN ON THE SOUTHWEST BLUFF
 JD2498'OF THE MISSOURI RIVER VALLEY.  IT IS A C AND GS HORIZ DISK STAMPED--
 JD2498'MONITEAU 1949--SET IN A SQ CONCRETE MONUMENT 6 IN. BELOW THE GROUND
 JD2498'SURFACE AT THE HIGHEST POINT IN A TERRACED PASTURE FIELD ON THE
 JD2498'NORTHEAST SIDE OF MO. HWY. 179 ABOUT 2 MI (3.2 KM) NORTHWEST OF THE
 JD2498'TOWN OF MARION.  IT IS 51 FT (15.5 M) SOUTH OF A RAILROAD TIE FENCE
 JD2498'POST WITH AN ATTACHED WHITE WITNESS SIGN, 30 FT (9.1 M) SOUTHWEST
 JD2498'OF THE FENCE ALONG THE BLUFF AND 61 FT (18.6 M) NORTHWEST OF R.M.
 JD2498'NO. 2.  R.M. 2 IS A STANDARD C AND GS REFERENCE DISK STAMPED--
 JD2498'--MONITEAU NO. 2 1949-- IN A CONCRETE MONUMENT WHICH PROJECTS 2 IN.
 JD2498'IT IS 1 FT (0.3 M) SOUTHWEST OF THE FENCE AND A CARSONITE WITNESS
 JD2498'POST.
 JD2498'THE AZIMUTH MARK WAS NOT RECOVERED IN 1971 AND WAS ASSUMED DESTROYED
 JD2498'BY ROAD CONSTRUCTION.
 JD2498'STATION AND AZIMUTH MARK TO REACH
 JD2498'TO REACH THE STATION FROM THE JUNCTION OF MO. HWY. 179 AND ROUTE N
 JD2498'ABOUT 0.8 MI (1.3 KM) NORTH OF THE VILLAGE OF MARION, GO
 JD2498'NORTHWESTERLY ON HWY. 179 FOR 0.55 MI (0.89 KM) TO THE MARION
 JD2498'CEMETERY ON THE LEFT AT THE TOP OF A HILL AND CONTINUE NORTHWESTERLY
 JD2498'0.5 MI (0.8 KM) TO A FIELD ENTRANCE ON RIGHT (NORTHEAST).  TURN RIGHT
 JD2498'AND PROCEED NORTHEASTERLY IN TERRACED FIELD FOR 0.2 MI (0.3 KM) TO
 JD2498'THE HIGHEST POINT OF THE FIELD AND STATION SITE AS DESCRIBED.
 JD2498'SPECIAL INFORMATION
 JD2498'PROPERTY IS OWNED BY MR. E. U. RAITHEL WHO LIVES ON THE OPPOSITE SIDE
 JD2498'OF HWY. 179.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0718 ***********************************************************************
 KC0718  SACS        -  This is a Secondary Airport Control Station.
 KC0718  DESIGNATION -  MONPORT
 KC0718  PID         -  KC0718
 KC0718  STATE/COUNTY-  MO/MONROE
 KC0718  USGS QUAD   -  MONROE CITY (1959)
 KC0718
 KC0718                         *CURRENT SURVEY CONTROL
 KC0718  ___________________________________________________________________
 KC0718* NAD 83(1997)-  39 38 04.50260(N)    091 43 41.71444(W)     ADJUSTED  
 KC0718* NAVD 88     -       223.9    (meters)     735.     (feet)  VERTCON   
 KC0718  ___________________________________________________________________
 KC0718  X           -    -148,347.887 (meters)                     COMP
 KC0718  Y           -  -4,916,597.790 (meters)                     COMP
 KC0718  Z           -   4,046,944.405 (meters)                     COMP
 KC0718  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 KC0718  ELLIP HEIGHT-         191.50  (meters)          (02/17/00) GPS OBS
 KC0718  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KC0718
 KC0718  HORZ ORDER  -  THIRD
 KC0718  ELLP ORDER  -  FOURTH    CLASS I
 KC0718
 KC0718.This mark is at Monroe City Regional Airport (K52)
 KC0718
 KC0718.The horizontal coordinates were established by GPS observations
 KC0718.and adjusted by the National Geodetic Survey in February 2000..
 KC0718
 KC0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0718
 KC0718.GPS derived orthometric heights for airport stations designated as
 KC0718.PACS or SACS are published to 2 decimal places.  This maintains
 KC0718.centimeter relative accuracy between the PACS and SACS.  It does
 KC0718.not indicate centimeter accuracy relative to other marks which are
 KC0718.part of the NAVD 88 network.
 KC0718
 KC0718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0718
 KC0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0718
 KC0718.The ellipsoidal height was determined by GPS observations
 KC0718.and is referenced to NAD 83.
 KC0718
 KC0718.The geoid height was determined by GEOID03.
 KC0718
 KC0718;                    North         East     Units Scale Factor Converg.
 KC0718;SPC MO C     -   422,163.213   566,248.269   MT  0.99998735   +0 29 32.3
 KC0718;UTM  15      - 4,387,973.571   609,133.975   MT  0.99974663   +0 48 40.7
 KC0718
 KC0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0718!SPC MO C     -   0.99996996  x   0.99998735  =   0.99995731
 KC0718!UTM  15      -   0.99996996  x   0.99974663  =   0.99971660
 KC0718
 KC0718:                Primary Azimuth Mark                     Grid Az
 KC0718:SPC MO C     -  MONPORT AZ MK                            091 34 18.6
 KC0718:UTM  15      -  MONPORT AZ MK                            091 15 10.2
 KC0718
 KC0718|---------------------------------------------------------------------|
 KC0718| PID    Reference Object                     Distance      Geod. Az  |
 KC0718|                                                           dddmmss.s |
 KC0718| KC0719 MONPORT AZ MK                       427.134 METERS 0920350.9 |
 KC0718|---------------------------------------------------------------------|
 KC0718
 KC0718                          SUPERSEDED SURVEY CONTROL
 KC0718
 KC0718  NAD 83(1997)-  39 38 04.50606(N)    091 43 41.71616(W) AD(       ) 3
 KC0718  NAD 83(1997)-  39 38 04.51091(N)    091 43 41.72011(W) AD(       ) 3
 KC0718  NAD 83(1986)-  39 38 04.51058(N)    091 43 41.72388(W) AD(       ) 3
 KC0718  NGVD 29 (10/04/91)  223.9    (m)          735.     (f) GPS OBS        
 KC0718
 KC0718.Superseded values are not recommended for survey control.
 KC0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0718.See file dsdata.txt to determine how the superseded data were derived.
 KC0718
 KC0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD0913487974(NAD 83)
 KC0718_MARKER: I = METAL ROD
 KC0718_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KC0718_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KC0718_STAMPING: MONPORT 1991
 KC0718_MARK LOGO: NGS   
 KC0718_PROJECTION: PROJECTING 5 CENTIMETERS
 KC0718_MAGNETIC: I = MARKER IS A STEEL ROD
 KC0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0718+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1997
 KC0718_ROD/PIPE-DEPTH: 6.1  meters
 KC0718_SLEEVE-DEPTH  : 1.0 meters
 KC0718
 KC0718  HISTORY     - Date     Condition        Report By
 KC0718  HISTORY     - 1991     MONUMENTED       NGS
 KC0718  HISTORY     - 19970121 GOOD             NGS
 KC0718
 KC0718                          STATION DESCRIPTION
 KC0718
 KC0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KC0718'STATION IS LOCATED AT THE SOUTH EDGE OF MONROE CITY, AT THE MONROE
 KC0718'CITY REGIONAL AIRPORT.  OWNERSHIP--CITY OF MONROE CITY, CITY HALL,
 KC0718'MONROE CITY, MO 63456. PHONE 314-735-4585. AIRPORT MANAGER IS PAUL
 KC0718'HOVERTER, PHONE 314-735-4845.
 KC0718'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND ROAD W
 KC0718'EAST, LOCATED 1.3 KM (0.8 MI) SOUTH OF THE POST OFFICE IN MONROE
 KC0718'CITY, GO SOUTHWESTERLY ON HIGHWAY 24 FOR 0.8 KM (0.5 MI) TO A GRAVEL
 KC0718'ROAD ON THE LEFT.  TURN LEFT, EAST, ON GRAVEL ROAD FOR 0.56 KM
 KC0718'(0.35 MI) TO THE AIRPORT OFFICE IN A BLUE HANGAR ON THE RIGHT.  TURN
 KC0718'RIGHT, SOUTH, ON APRON FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF THE
 KC0718'RUNWAY AND THE STATION ON THE LEFT.
 KC0718'STATION IS LOCATED 37.0 M (121.4 FT) EAST OF THE CENTER OF TAXIWAY,
 KC0718'15.8 M (51.8 FT) NORTH OF THE CENTER OF RUNWAY, 5.2 M (17.1 FT) WEST
 KC0718'OF A RUNWAY LIGHT AND 0.3 M (1.0 FT) EAST OF A SHORT FIBERGLASS
 KC0718'WITNESS POST.
 KC0718
 KC0718                          STATION RECOVERY (1997)
 KC0718
 KC0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KC0718'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) SOUTH OF MONROE CITY,
 KC0718'MO., AT THE MONROE CITY REGIONAL AIRPORT (K52) , IN THE GRASS, ALONG
 KC0718'THE NORTH SIDE OF THE RUNWAY, AND EAST OF THE MAIN TAXI.
 KC0718'OWNERSHIP--CITY OF MONROE CITY, CITY HALL, MONROE CITY, MO.  63456.
 KC0718'PHONE 573-735-4585.  AIRPORT MANAGER MRS.  TERRY COOPER, PHONE
 KC0718'573-735-4845.  NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL
 KC0718'STATION (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KC0718'HIGHWAY 24 AND STATE ROUTE W ON THE SOUTH SIDE OF MONROE CITY, GO
 KC0718'SOUTH, 0.8 KM (0.50 MI) ALONG HIGHWAY 24 TO THE AIRPORT ENTRANCE ROAD
 KC0718'ON THE LEFT.  TURN LEFT, EAST, 0.56 KM (0.35 MI) ALONG THE ENTRANCE
 KC0718'ROAD TO THE AIRPORT OFFICE ON THE RIGHT IN A BLUE HANGAR.  TURN RIGHT,
 KC0718'SOUTH, 0.08 KM (0.05 MI) ACROSS THE APRON AND ALONG THE TAXI TO THE
 KC0718'RUNWAY.  TURN LEFT, EAST, 0.04 KM (0.00 MI) ALONG THE RUNWAY TO THE
 KC0718'STATION ON THE LEFT.  STATION IS 37.0 M (121.4 FT) EAST OF THE MAIN
 KC0718'TAXI CENTER, 15.8 M (51.8 FT) NORTH OF THE RUNWAY CENTER, 5.2 M (17.1
 KC0718'FT) WEST OF A RUNWAY LIGHT, 0.3 M (1.0 FT) EAST OF A SHORT WITNESS
 KC0718'POST, AND THE STATION IS ABOUT 0.4 M (1.3 FT) BELOW THE RUNWAY LEVEL
 KC0718'AND PROJECTING ABOUT 5-CM ABOVE THE GROUND SURFACE.  BY R.G.  HAYES.
 KC0718'NOTE--THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS
 KC0718'STEEL ROD, DRIVEN TO A DEPTH OF 6.1 M, (20.0 FT) IN A GREASE FILLED
 KC0718'SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO
 KC0718'CAP, SUROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE
 KC0718'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0719 ***********************************************************************
 KC0719  SACS        -  This is a Secondary Airport Control Station.
 KC0719  DESIGNATION -  MONPORT AZ MK
 KC0719  PID         -  KC0719
 KC0719  STATE/COUNTY-  MO/MONROE
 KC0719  USGS QUAD   -  MONROE CITY (1959)
 KC0719
 KC0719                         *CURRENT SURVEY CONTROL
 KC0719  ___________________________________________________________________
 KC0719* NAD 83(1997)-  39 38 04.00338(N)    091 43 23.81425(W)     ADJUSTED  
 KC0719* NAVD 88     -       223.6    (meters)     734.     (feet)  VERTCON   
 KC0719  ___________________________________________________________________
 KC0719  X           -    -147,921.501 (meters)                     COMP
 KC0719  Y           -  -4,916,620.270 (meters)                     COMP
 KC0719  Z           -   4,046,932.388 (meters)                     COMP
 KC0719  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 KC0719  ELLIP HEIGHT-         191.25  (meters)          (02/17/00) GPS OBS
 KC0719  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KC0719
 KC0719  HORZ ORDER  -  THIRD
 KC0719  ELLP ORDER  -  FOURTH    CLASS I
 KC0719
 KC0719.This mark is at Monroe City Regional Airport (K52)
 KC0719
 KC0719.The horizontal coordinates were established by GPS observations
 KC0719.and adjusted by the National Geodetic Survey in February 2000..
 KC0719
 KC0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0719
 KC0719.GPS derived orthometric heights for airport stations designated as
 KC0719.PACS or SACS are published to 2 decimal places.  This maintains
 KC0719.centimeter relative accuracy between the PACS and SACS.  It does
 KC0719.not indicate centimeter accuracy relative to other marks which are
 KC0719.part of the NAVD 88 network.
 KC0719
 KC0719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0719
 KC0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0719
 KC0719.The ellipsoidal height was determined by GPS observations
 KC0719.and is referenced to NAD 83.
 KC0719
 KC0719.The geoid height was determined by GEOID03.
 KC0719
 KC0719;                    North         East     Units Scale Factor Converg.
 KC0719;SPC MO C     -   422,151.497   566,675.237   MT  0.99998805   +0 29 43.7
 KC0719;UTM  15      - 4,387,964.234   609,560.900   MT  0.99974778   +0 48 52.1
 KC0719
 KC0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0719!SPC MO C     -   0.99997000  x   0.99998805  =   0.99995805
 KC0719!UTM  15      -   0.99997000  x   0.99974778  =   0.99971778
 KC0719
 KC0719:                Primary Azimuth Mark                     Grid Az
 KC0719:SPC MO C     -  MONPORT                                  271 34 18.6
 KC0719:UTM  15      -  MONPORT                                  271 15 10.2
 KC0719
 KC0719|---------------------------------------------------------------------|
 KC0719| PID    Reference Object                     Distance      Geod. Az  |
 KC0719|                                                           dddmmss.s |
 KC0719| KC0718 MONPORT                             427.134 METERS 2720402.3 |
 KC0719|---------------------------------------------------------------------|
 KC0719
 KC0719                          SUPERSEDED SURVEY CONTROL
 KC0719
 KC0719  NAD 83(1997)-  39 38 04.00684(N)    091 43 23.81598(W) AD(       ) 3
 KC0719  NAD 83(1997)-  39 38 04.01169(N)    091 43 23.81993(W) AD(       ) 3
 KC0719  NAD 83(1986)-  39 38 04.01138(N)    091 43 23.82368(W) AD(       ) 3
 KC0719  NGVD 29 (10/04/91)  223.6    (m)          734.     (f) GPS OBS        
 KC0719
 KC0719.Superseded values are not recommended for survey control.
 KC0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0719.See file dsdata.txt to determine how the superseded data were derived.
 KC0719
 KC0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD0956187964(NAD 83)
 KC0719_MARKER: I = METAL ROD
 KC0719_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KC0719_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KC0719_STAMPING: MONPORT AZ MK 1991
 KC0719_MARK LOGO: NGS   
 KC0719_PROJECTION: FLUSH
 KC0719_MAGNETIC: I = MARKER IS A STEEL ROD
 KC0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0719+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1997
 KC0719_ROD/PIPE-DEPTH: 6.4  meters
 KC0719_SLEEVE-DEPTH  : 1.0 meters
 KC0719
 KC0719  HISTORY     - Date     Condition        Report By
 KC0719  HISTORY     - 1991     MONUMENTED       NGS
 KC0719  HISTORY     - 19970121 GOOD             NGS
 KC0719
 KC0719                          STATION DESCRIPTION
 KC0719
 KC0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KC0719'STATION IS LOCATED AT THE SOUTH EDGE OF MONROE CITY, AT THE MONROE
 KC0719'CITY REGIONAL AIRPORT.  OWNERSHIP--CITY OF MONROE CITY, CITY HALL,
 KC0719'MONROE CITY, MO 63456. PHONE 314-735-4585. AIRPORT MANAGER IS PAUL
 KC0719'HOVERTER, PHONE 314-735-4845.
 KC0719'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND ROAD W
 KC0719'EAST, LOCATED 1.3 KM (0.8 MI) SOUTH OF THE POST OFFICE IN MONROE
 KC0719'CITY, GO SOUTHWESTERLY ON HIGHWAY 24 FOR 0.8 KM (0.5 MI) TO A GRAVEL
 KC0719'ROAD ON THE LEFT.  TURN LEFT, EAST, ON GRAVEL ROAD FOR 0.56 KM
 KC0719'(0.35 MI) TO THE AIRPORT OFFICE IN A BLUE HANGAR ON THE RIGHT.  TURN
 KC0719'RIGHT, SOUTH, ON APRON 0.08 KM (0.05 MI) TO THE JUNCTION OF THE
 KC0719'RUNWAY. TURN LEFT, EAST, ALONG THE NORTH SIDE OF RUNWAY FOR 0.48 KM
 KC0719'(0.30 MI) TO A TURNAROUND AND THE STATION.
 KC0719'STATION IS LOCATED 15.0 M (49.2 FT) NORTH OF THE CENTER OF THE RUNWAY,
 KC0719'10.0 M (32.8 FT) EAST OF AN EXTENDED LINE OF THE EAST WALL OF A BRICK
 KC0719'HOME, 3.85 M (12.63 FT) NORTH OF THE FIRST RUNWAY LIGHT WEST OF
 KC0719'TURNAROUND, 0.3 M (1.0 FT) WEST OF A SHORT FIBERGLASS WITNESS POST.
 KC0719
 KC0719                          STATION RECOVERY (1997)
 KC0719
 KC0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KC0719'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) SOUTH OF MONROE CITY,
 KC0719'MO., AT THE MONROE CITY REGIONAL AIRPORT (K52) , IN THE GRASS, ALONG
 KC0719'THE NORTH SIDE OF THE RUNWAY, JUST EAST OF AN EXTENDED LINE OF THE
 KC0719'EAST BRICK WALL OF THE WATER PUMPING STATION.  OWNERSHIP--CITY OF
 KC0719'MONROE CITY, CITY HALL, MONROE CITY, MO.  63456.  PHONE 573-735-4585.
 KC0719'AIRPORT MANAGER MRS.  TERRY COOPER, PHONE 573-735-4845.  NOTE--THIS
 KC0719'STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) .  TO REACH THE
 KC0719'STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE ROUTE W ON THE
 KC0719'SOUTH SIDE OF MONROE CITY, GO SOUTH, 0.8 KM (0.50 MI) ALONG HIGHWAY 24
 KC0719'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, EAST, 0.56 KM
 KC0719'(0.35 MI) ALONG THE ENTRANCE ROAD TO THE AIRPORT OFFICE ON THE RIGHT
 KC0719'IN A BLUE HANGAR.  TURN RIGHT, SOUTH, 0.08 KM (0.05 MI) ACROSS THE
 KC0719'APRON AND ALONG THE TAXI TO THE RUNWAY.  TURN LEFT, EAST, 0.48 KM
 KC0719'(0.30 MI) ALONG THE RUNWAY TO THE STATION ON THE LEFT, AT THE OLD
 KC0719'TURNAROUND (NOW REMOVED) . STATION IS 15.0 M (49.2 FT) NORTH OF THE
 KC0719'RUNWAY CENTER, 10.0 M (32.8 FT) EAST OF AN EXTENDED LINE OF THE EAST
 KC0719'BRICK WALL OF A WATER PUMPING STATION, 0.3 M (1.0 FT) WEST OF A SHORT
 KC0719'WITNESS POST, AND THE STATION IS ABOUT 0.4 M (1.3 FT) BELOW THE RUNWAY
 KC0719'LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES.  NOTE--THE
 KC0719'DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL
 KC0719'ROD, DRIVEN TO A DEPTH OF 6.4 M, (21.0 FT) IN A GREASE FILLED SLEEVE
 KC0719'1.0 M (3.3 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP,
 KC0719'SUROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE
 KC0719'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KC0691 ***********************************************************************
 KC0691  DESIGNATION -  MONROE CITY MUNICIPAL TANK
 KC0691  PID         -  KC0691
 KC0691  STATE/COUNTY-  MO/MONROE
 KC0691  USGS QUAD   -  MONROE CITY (1959)
 KC0691
 KC0691                         *CURRENT SURVEY CONTROL
 KC0691  ___________________________________________________________________
 KC0691* NAD 83(1997)-  39 39 15.75906(N)    091 44 07.46072(W)     ADJUSTED  
 KC0691* NAVD 88     -                                                        
 KC0691  ___________________________________________________________________
 KC0691  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 KC0691  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KC0691
 KC0691  HORZ ORDER  -  THIRD
 KC0691
 KC0691.The horizontal coordinates were established by classical geodetic methods
 KC0691.and adjusted by the National Geodetic Survey in February 2000..
 KC0691
 KC0691
 KC0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0691
 KC0691.The geoid height was determined by GEOID03.
 KC0691
 KC0691;                    North         East     Units Scale Factor Converg.
 KC0691;SPC MO C     -   424,355.477   565,615.630   MT  0.99998632   +0 29 16.6
 KC0691;UTM  15      - 4,390,161.751   608,489.294   MT  0.99974491   +0 48 25.5
 KC0691
 KC0691                          SUPERSEDED SURVEY CONTROL
 KC0691
 KC0691  NAD 83(1997)-  39 39 15.76298(N)    091 44 07.46173(W) AD(       ) 4
 KC0691  NAD 83(1997)-  39 39 15.76935(N)    091 44 07.46631(W) AD(       ) 4
 KC0691  NAD 83(1986)-  39 39 15.76814(N)    091 44 07.46984(W) AD(       ) 4
 KC0691  NAD 27      -  39 39 15.63200(N)    091 44 06.88500(W) AD(       ) 3
 KC0691
 KC0691.Superseded values are not recommended for survey control.
 KC0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0691.See file dsdata.txt to determine how the superseded data were derived.
 KC0691
 KC0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD0848990162(NAD 83)
 KC0691_MARKER: 53 = ELEVATED TANK
 KC0691
 KC0691  HISTORY     - Date     Condition        Report By
 KC0691  HISTORY     - 1958     FIRST OBSERVED   CGS
 KC0691
 KC0691                          STATION DESCRIPTION
 KC0691
 KC0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 KC0691'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN THE
 KC0691'DOWNTOWN SECTION OF MONROE CITY.  THE TANK IS SUPPORTED BY A
 KC0691'4-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 100 FEET.
 KC0691'THE TANK AND SUPPORTING STRUCTURE ARE PAINTED SILVER.  THE LEGEND
 KC0691'MONROE CITY IS PAINTED IN BLACK LETTERS ON THE EAST AND WEST
 KC0691'SIDES OF THE TANK.
 KC0691'
 KC0691'THE STATION IS 25 PACES NORTH OF THE CENTERLINE OF CATHERINE
 KC0691'STREET AND 22 PACES EAST OF THE CENTERLINE OF VINE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GF0782 ***********************************************************************
 GF0782  DESIGNATION -  MONTAGUE
 GF0782  PID         -  GF0782
 GF0782  STATE/COUNTY-  MO/CHRISTIAN
 GF0782  USGS QUAD   -  HIGHLANDVILLE (1975)
 GF0782
 GF0782                         *CURRENT SURVEY CONTROL
 GF0782  ___________________________________________________________________
 GF0782* NAD 83(1997)-  36 55 07.47293(N)    093 17 31.37137(W)     ADJUSTED  
 GF0782* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 GF0782  ___________________________________________________________________
 GF0782  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GF0782  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 GF0782
 GF0782  HORZ ORDER  -  SECOND
 GF0782
 GF0782.The horizontal coordinates were established by classical geodetic methods
 GF0782.and adjusted by the National Geodetic Survey in February 2000..
 GF0782
 GF0782.The orthometric height was scaled from a topographic map.
 GF0782
 GF0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0782
 GF0782.The geoid height was determined by GEOID03.
 GF0782
 GF0782;                    North         East     Units Scale Factor Converg.
 GF0782;SPC MO C     -   120,728.496   429,427.641   MT  0.99999467   -0 28 32.8
 GF0782;UTM  15      - 4,085,898.095   473,987.096   MT  0.99960834   -0 10 31.5
 GF0782
 GF0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0782!SPC MO C     -   0.99994002  x   0.99999467  =   0.99993469
 GF0782!UTM  15      -   0.99994002  x   0.99960834  =   0.99954838
 GF0782
 GF0782|---------------------------------------------------------------------|
 GF0782| PID    Reference Object                     Distance      Geod. Az  |
 GF0782|                                                           dddmmss.s |
 GF0782| CI2544 MONTAGUE RM 1                        12.946 METERS 08822     |
 GF0782| CI2545 MONTAGUE RM 2                        20.457 METERS 18351     |
 GF0782| CI2543 MONTAGUE AZ MK                                     2683459.2 |
 GF0782|---------------------------------------------------------------------|
 GF0782
 GF0782                          SUPERSEDED SURVEY CONTROL
 GF0782
 GF0782  NAD 83(1997)-  36 55 07.47374(N)    093 17 31.37070(W) AD(       ) 2
 GF0782  NAD 83(1997)-  36 55 07.47441(N)    093 17 31.37120(W) AD(       ) 2
 GF0782  NAD 83(1997)-  36 55 07.48314(N)    093 17 31.36984(W) AD(       ) 2
 GF0782  NAD 83(1986)-  36 55 07.48349(N)    093 17 31.36992(W) AD(       ) 2
 GF0782  NAD 27      -  36 55 07.28440(N)    093 17 30.70260(W) AD(       ) 2
 GF0782
 GF0782.Superseded values are not recommended for survey control.
 GF0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0782.See file dsdata.txt to determine how the superseded data were derived.
 GF0782
 GF0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7398785898(NAD 83)
 GF0782_MARKER: DS = TRIANGULATION STATION DISK
 GF0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0782
 GF0782  HISTORY     - Date     Condition        Report By
 GF0782  HISTORY     - 1959     MONUMENTED       CGS
 GF0782  HISTORY     - 19880204 GOOD             MOHC
 GF0782
 GF0782                          STATION DESCRIPTION
 GF0782
 GF0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 GF0782'THE STATION IS ABOUT 1 MILE SOUTHWEST OF HIGHLANDVILLE, ABOUT
 GF0782'2-3/4 MILES EAST OF THE STONE-CHRISTIAN COUNTY LINE, IN THE
 GF0782'SOUTHEAST 1/4 OF SECTION 25, T 26 N, R 22 W AND ON ROAD
 GF0782'RIGHT-OF-WAY.  IT IS 131 FEET NORTHWEST OF A ROCK CAIRN IN A
 GF0782'T-FENCE CORNER, 44 FEET WEST OF A POWER POLE, 33 FEET NORTH
 GF0782'OF THE CENTERLINE OF COUNTY ROAD O, 4 FEET WEST OF A WITNESS
 GF0782'POST AND 3 FEET SOUTH OF A FENCE.  THE MONUMENT IS FLUSH AND
 GF0782'THE DISK IS STAMPED MONTAGUE 1959.
 GF0782'
 GF0782'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 65
 GF0782'AND 160 IN HIGHLANDVILLE, GO SOUTH ON HIGHWAY 65 AND 160 FOR
 GF0782'1 MILE TO A PAVED SIDE ROAD RIGHT.  (COUNTY ROAD O.) TURN
 GF0782'RIGHT AND GO WEST ON COUNTY ROAD O FOR 0.3 MILE TO THE STATION
 GF0782'ON THE RIGHT AS DESCRIBED.
 GF0782'
 GF0782'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 GF0782'ROAD O FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GF0782'
 GF0782'REFERENCE MARK 1 IS 38 FEET EAST OF A WITNESS POST, 36 FEET
 GF0782'NORTH OF THE CENTERLINE OF COUNTY ROAD O, 2 FEET SOUTHWEST
 GF0782'OF A POWER POLE AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT IS
 GF0782'FLUSH AND THE DISK IS STAMPED MONTAGUE NO 1 1959.
 GF0782'
 GF0782'REFERENCE MARK 2 IS 33 FEET SOUTH OF THE CENTERLINE OF COUNTY
 GF0782'ROAD O AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH
 GF0782'AND THE DISK IS STAMPED MONTAGUE NO 2 1959.
 GF0782'
 GF0782'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF COUNTY
 GF0782'ROAD O, 2 FEET EAST OF A TELEPHONE POLE AND 2 FEET SOUTHEAST
 GF0782'OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 GF0782'DISK IS STAMPED MONTAGUE 1959.
 GF0782'
 GF0782'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GF0782
 GF0782                          STATION RECOVERY (1988)
 GF0782
 GF0782'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1988 (NP)
 GF0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0819 ***********************************************************************
 HC0819  DESIGNATION -  MONTAUK
 HC0819  PID         -  HC0819
 HC0819  STATE/COUNTY-  MO/DENT
 HC0819  USGS QUAD   -  MONTAUK (1985)
 HC0819
 HC0819                         *CURRENT SURVEY CONTROL
 HC0819  ___________________________________________________________________
 HC0819* NAD 83(1997)-  37 27 41.07994(N)    091 40 33.74833(W)     ADJUSTED  
 HC0819* NAVD 88     -       400.6    (meters)    1314.     (feet)  VERTCON   
 HC0819  ___________________________________________________________________
 HC0819  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 HC0819  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 HC0819
 HC0819  HORZ ORDER  -  SECOND
 HC0819
 HC0819.The horizontal coordinates were established by classical geodetic methods
 HC0819.and adjusted by the National Geodetic Survey in February 2000..
 HC0819
 HC0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0819
 HC0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0819
 HC0819.The geoid height was determined by GEOID03.
 HC0819
 HC0819;                    North         East     Units Scale Factor Converg.
 HC0819;SPC MO E     -   181,306.973   145,959.559   MT  1.00006662   -0 42 55.3
 HC0819;UTM  15      - 4,146,883.093   617,087.750   MT  0.99976887   +0 48 19.3
 HC0819
 HC0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0819!SPC MO E     -   0.99994187  x   1.00006662  =   1.00000849
 HC0819!UTM  15      -   0.99994187  x   0.99976887  =   0.99971076
 HC0819
 HC0819                          SUPERSEDED SURVEY CONTROL
 HC0819
 HC0819  NAD 83(1986)-  37 27 41.09191(N)    091 40 33.74649(W) AD(       ) 2
 HC0819  NAD 27      -  37 27 40.93002(N)    091 40 33.20788(W) AD(       ) 2
 HC0819  NGVD 29 (07/19/86)  400.5    (m)         1314.     (f) VERT ANG       
 HC0819
 HC0819.Superseded values are not recommended for survey control.
 HC0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0819.See file dsdata.txt to determine how the superseded data were derived.
 HC0819
 HC0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB1708846883(NAD 83)
 HC0819_MARKER: DS = TRIANGULATION STATION DISK
 HC0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0819+STABILITY: SURFACE MOTION
 HC0819
 HC0819  HISTORY     - Date     Condition        Report By
 HC0819  HISTORY     - 1978     MONUMENTED       NGS
 HC0819
 HC0819                          STATION DESCRIPTION
 HC0819
 HC0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HC0819'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST-SOUTHEAST OF
 HC0819'LICKING, 12 MILES NORTHEAST OF RAYMONDVILLE, AND ABOUT A 1/2
 HC0819'MILE NORTH OF THE CURRENT RIVER, IN THE NORTHWEST 1/4 OF
 HC0819'SECTION 23, T 32 N, R 7 W.  THE STATION SITE IS ON PROPERTY
 HC0819'OF THE PIONEER LAND AND TIMBER COMPANY.  PERMISSION WAS
 HC0819'GRANTED BY MR. CHARLEY KIRK, WHOSE OFFICE IS IN SALEM,
 HC0819'MISSOURI.  TELEPHONE NUMBER 729-4641.
 HC0819'
 HC0819'TO REACH THE STATION FROM THE JUNCTION OF STATE
 HC0819'HIGHWAYS 119 AND 32, ABOUT
 HC0819'11 MILES SOUTHWEST OF SALEM, GO SOUTH ON STATE HIGHWAY 119
 HC0819'FOR 8.6 MILES TO THE JUNCTION OF COUNTY ROAD VV, CONTINUE
 HC0819'AHEAD ON STATE HIGHWAY 119 FOR 1.25 MILES TO A BRIDGE OVER THE
 HC0819'CURRENT RIVER, CONTINUE AHEAD ON STATE HIGHWAY 119 FOR
 HC0819'0.2 MILE TO A SIDE ROAD ON THE LEFT.
 HC0819'TURN LEFT, UPHILL, AND GO 0.25 MILE TO A DIAGONAL CROSSROAD.
 HC0819'TURN RIGHT ON TRACK ROAD FOR 0.3 MILE TO A CABLE TELEVISION
 HC0819'TOWER ON THE RIGHT, CONTINUE AHEAD FOR 0.2 MILE TO THE
 HC0819'STATION SITE ON THE LEFT.
 HC0819'
 HC0819'STATION MARKS, STAMPED---MONTAUK 1977---, ARE STANDARD DISKS.
 HC0819'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0819'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 HC0819'SURFACE, WITH A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS 3.7
 HC0819'FEET EAST-SOUTHEAST OF A METAL WITNESS POST, 17 FEET
 HC0819'NORTH-NORTHWEST OF A
 HC0819'TRIPLE-TRUNKED OAK TREE, AND 15 FEET NORTHEAST OF A
 HC0819'LEANING 10-INCH OAK TREE.  THE UNDERGROUND DISK IS SET IN THE
 HC0819'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 HC0819'GROUND SURFACE.
 HC0819'
 HC0819'REFERENCE MARK 1, STAMPED---MONTAUK NO 1 1977---, A STANDARD
 HC0819'DISK, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HC0819'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 4.2
 HC0819'FEET SOUTH OF A METAL WITNESS POST AND 11.5 FEET WEST OF A
 HC0819'10-INCH OAK TREE.
 HC0819'
 HC0819'REFERENCE MARK 2, STAMPED---MONTAUK NO 2 1977---, A
 HC0819'STANDARD DISK, IS SET IN THE
 HC0819'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0819'WHICH
 HC0819'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.5 FEET
 HC0819'SOUTH OF A METAL WITNESS POST, 12 FEET SOUTH-SOUTHEAST OF A
 HC0819'15-INCH OAK TREE, AND 16 FEET EAST OF A 17-INCH OAK TREE.
 HC0819'
 HC0819'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN
 HC0819'AZIMUTH MARK AT THIS TIME.
 HC0819'
 HC0819'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 19.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0790 ***********************************************************************
 GE0790  DESIGNATION -  MONTAY
 GE0790  PID         -  GE0790
 GE0790  STATE/COUNTY-  MO/CARTER
 GE0790  USGS QUAD   -  VAN BUREN SOUTH (1997)
 GE0790
 GE0790                         *CURRENT SURVEY CONTROL
 GE0790  ___________________________________________________________________
 GE0790* NAD 83(1997)-  36 53 06.41433(N)    091 01 56.16803(W)     ADJUSTED  
 GE0790* NAVD 88     -       298.39   (+/-2cm)     979.0    (feet)  VERTCON   
 GE0790  ___________________________________________________________________
 GE0790  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 GE0790  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 GE0790
 GE0790  HORZ ORDER  -  FIRST
 GE0790  VERT ORDER  -  THIRD ? (See Below)
 GE0790
 GE0790.The horizontal coordinates were established by classical geodetic methods
 GE0790.and adjusted by the National Geodetic Survey in February 2000..
 GE0790
 GE0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0790.The vertical order pertains to the NGVD 29 superseded value.
 GE0790
 GE0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0790
 GE0790.The geoid height was determined by GEOID03.
 GE0790
 GE0790;                    North         East     Units Scale Factor Converg.
 GE0790;SPC MO E     -   116,836.180   202,553.642   MT  0.99996106   -0 19 10.1
 GE0790;UTM  15      - 4,083,935.658   675,353.755   MT  0.99997882   +1 10 52.9
 GE0790
 GE0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0790!SPC MO E     -   0.99995783  x   0.99996106  =   0.99991889
 GE0790!UTM  15      -   0.99995783  x   0.99997882  =   0.99993665
 GE0790
 GE0790:                Primary Azimuth Mark                     Grid Az
 GE0790:SPC MO E     -  BIG SPRINGS LOOKOUT TOWER                026 00 18.8
 GE0790:UTM  15      -  BIG SPRINGS LOOKOUT TOWER                024 30 15.8
 GE0790
 GE0790|---------------------------------------------------------------------|
 GE0790| PID    Reference Object                     Distance      Geod. Az  |
 GE0790|                                                           dddmmss.s |
 GE0790| GE0789 BIG SPRINGS LOOKOUT TOWER           APPROX. 6.0 KM 0254108.7 |
 GE0790| GE0787 EASTWOOD LOOKOUT TOWER              APPROX. 0.9 KM 0622927.6 |
 GE0790| CI2546 MONTAY RM 1                          31.620 METERS 06404     |
 GE0790| CI2547 MONTAY RM 1 RESET                    40.676 METERS 06404     |
 GE0790| CI2548 MONTAY RM 2                          33.140 METERS 15559     |
 GE0790| CI2549 MONTAY RM 2 RESET                    32.751 METERS 16831     |
 GE0790|---------------------------------------------------------------------|
 GE0790
 GE0790                          SUPERSEDED SURVEY CONTROL
 GE0790
 GE0790  NAD 83(1997)-  36 53 06.42348(N)    091 01 56.16653(W) AD(       ) 1
 GE0790  NAD 83(1986)-  36 53 06.42465(N)    091 01 56.16654(W) AD(       ) 1
 GE0790  NAD 27      -  36 53 06.23600(N)    091 01 55.70690(W) AD(       ) 1
 GE0790  NGVD 29 (07/19/86)  298.32   (m)          978.7    (f) LEVELING    3  
 GE0790
 GE0790.Superseded values are not recommended for survey control.
 GE0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0790.See file dsdata.txt to determine how the superseded data were derived.
 GE0790
 GE0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7535483936(NAD 83)
 GE0790_MARKER: DS = TRIANGULATION STATION DISK
 GE0790_SETTING: 66 = SET IN ROCK OUTCROP
 GE0790
 GE0790  HISTORY     - Date     Condition        Report By
 GE0790  HISTORY     - 1928     MONUMENTED       CGS
 GE0790  HISTORY     - 1936     GOOD             CGS
 GE0790  HISTORY     - 1962     GOOD             CGS
 GE0790
 GE0790                          STATION DESCRIPTION
 GE0790
 GE0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (EOH)
 GE0790'ABOUT 14 MILES BY ROAD FROM VAN BUREN, 8-1/2 MILES SOUTH OF
 GE0790'HIGHWAY 60, ONE-HALF MILE SOUTH OF THE OLD VILLAGE OF EASTWOOD,
 GE0790'ON THE HIGHEST POINT OF A WOODED HILL, ABOUT 250 PACES SOUTH
 GE0790'OF SMALL GRAVEYARD, ABOUT 75 PACES EAST OF THE EASTWOOD AND
 GE0790'BARREN ROAD, 5.6 METERS (18 FEET) SOUTH-SOUTHWEST OF TRIANGULAR
 GE0790'BLAZED 20-INCH OAK TREE, AND 9.8 METERS (32 FEET)
 GE0790'NORTH-NORTHEAST OF SIMILARLY BLAZED 12-INCH OAK.  SURFACE MARK
 GE0790'IS A STANDARD STATION DISK IN ROCK FLUSH WITH SURFACE OF
 GE0790'GROUND, UNDERGROUND MARK IS STANDARD DISK IN ROCK 3 FEET
 GE0790'BELOW SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 GE0790'IN ROCK OUTCROP.  NO. 1 IS 31.62 METERS (103.7
 GE0790'FEET) FROM STATION N 64 DEG 04 MIN E.  NO. 2 IS
 GE0790'33.14 METERS (108.7 FEET) FROM STATION S 24 DEG 01 MIN E.
 GE0790
 GE0790                          STATION RECOVERY (1936)
 GE0790
 GE0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (LWC)
 GE0790'DUE TO HIGHWAY CONSTRUCTION IT WAS NECESSARY TO MOVE REFERENCE
 GE0790'MARKS NOS. 1 AND 2 AT MONTAY.  THE TWO R.M.S WERE MOVED AS
 GE0790'SHOWN ON THE SKETCH.
 GE0790
 GE0790                          STATION RECOVERY (1962)
 GE0790
 GE0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 GE0790'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AT THIS
 GE0790'TIME.  THE REFERENCE MARKS HAD BEEN MOVED BY THE MISSOURI
 GE0790'HIGHWAY DEPT. IN 1936 DUE TO ROAD CONSTRUCTION.  DUE TO
 GE0790'VARIOUS CHANGES A COMPLETE DESCRIPTION FOLLOWS.
 GE0790'
 GE0790'STATION IS ABOUT 6 MILES SOUTH OF VAN BUREN, 1/2 MILE SOUTH OF
 GE0790'EASTWOOD, IN THE SE 1/4 OF SEC. 26, T-26-N, R-1-W, AND ON THE
 GE0790'THE PROPERTY OF MR. VIRDEN JOHNSON.  IT IS 68 FEET WEST OF
 GE0790'THE CENTERLINE OF COUNTY ROAD C, 26 FEET SOUTHWEST OF A 24 INCH
 GE0790'OAK TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE, 18 FEET
 GE0790'SOUTH OF A 30 INCH OAK TREE, 15 FEET SOUTHEAST OF THE SOUTH
 GE0790'EDGE OF A LARGE DEPRESSION IN THE GROUND AND 8 FEET SOUTHEAST
 GE0790'OF A WITNESS POST.  THE DISK IS STAMPED MONTAY 1928.
 GE0790'
 GE0790'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS C AND
 GE0790'F AT THE WEST EDGE OF EASTWOOD, GO SOUTH ON ROAD C FOR 0.45
 GE0790'MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 GE0790'
 GE0790'REFERENCE MARK 1 IS 57 FEET EAST OF THE CENTERLINE OF THE
 GE0790'ROAD AND 38 FEET NORTHEAST OF A POWER POLE.  THE DISK IS STAMPED
 GE0790'MONTAY NO 1 1928 1936.
 GE0790'
 GE0790'REFERENCE MARK 2 IS 54 FEET WEST OF THE CENTERLINE OF THE
 GE0790'ROAD AND 8 FEET NORTHEAST OF AN 8 INCH HICKORY TREE.  THE
 GE0790'DISK IS STAMPED MONTAY NO 2 1928 1936.
 GE0790'
 GE0790'WITH VERY LITTLE CLEARING THE EASTWOOD LOOKOUT TOWER CAN BE
 GE0790'USED IN THE PLACE OF AN AZIMUTH MARK.
 GE0790'
 GE0790'NO MEASUREMENT BETWEEN REFERENCE MARKS, BRUSH AND TREES
 GE0790'ON LINE.
 GE0790'
 GE0790'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0887 ***********************************************************************
 HE0887  DESIGNATION -  MONTE
 HE0887  PID         -  HE0887
 HE0887  STATE/COUNTY-  MO/BARTON
 HE0887  USGS QUAD   -  BELLAMY (1972)
 HE0887
 HE0887                         *CURRENT SURVEY CONTROL
 HE0887  ___________________________________________________________________
 HE0887* NAD 83(1997)-  37 37 39.51347(N)    094 07 56.86548(W)     ADJUSTED  
 HE0887* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 HE0887  ___________________________________________________________________
 HE0887  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 HE0887  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HE0887
 HE0887  HORZ ORDER  -  THIRD
 HE0887
 HE0887.The horizontal coordinates were established by classical geodetic methods
 HE0887.and adjusted by the National Geodetic Survey in February 2000..
 HE0887
 HE0887.The orthometric height was scaled from a topographic map.
 HE0887
 HE0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0887
 HE0887.The geoid height was determined by GEOID03.
 HE0887
 HE0887;                    North         East     Units Scale Factor Converg.
 HE0887;SPC MO W     -   162,186.870   882,442.401   MT  0.99995414   +0 13 27.8
 HE0887;UTM  15      - 4,165,105.485   400,070.510   MT  0.99972300   -0 41 29.2
 HE0887
 HE0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0887!SPC MO W     -   0.99995806  x   0.99995414  =   0.99991220
 HE0887!UTM  15      -   0.99995806  x   0.99972300  =   0.99968107
 HE0887
 HE0887|---------------------------------------------------------------------|
 HE0887| PID    Reference Object                     Distance      Geod. Az  |
 HE0887|                                                           dddmmss.s |
 HE0887| AI3277 MONTE AZ MK                         397.178 METERS 08945     |
 HE0887| AJ6828 MONTE RM 1                            9.498 METERS 27043     |
 HE0887| AJ6829 MONTE RM 2                           17.855 METERS 35648     |
 HE0887|---------------------------------------------------------------------|
 HE0887
 HE0887                          SUPERSEDED SURVEY CONTROL
 HE0887
 HE0887  NAD 83(1997)-  37 37 39.51401(N)    094 07 56.86553(W) AD(       ) 3
 HE0887  NAD 83(1997)-  37 37 39.52297(N)    094 07 56.86501(W) AD(       ) 3
 HE0887  NAD 83(1986)-  37 37 39.52469(N)    094 07 56.86273(W) AD(       ) 3
 HE0887  NAD 27      -  37 37 39.36970(N)    094 07 56.05770(W) AD(       ) 3
 HE0887
 HE0887.Superseded values are not recommended for survey control.
 HE0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0887.See file dsdata.txt to determine how the superseded data were derived.
 HE0887
 HE0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0007165105(NAD 83)
 HE0887_MARKER: DS = TRIANGULATION STATION DISK
 HE0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0887_STAMPING: MONTE 1960
 HE0887_MARK LOGO: CGS   
 HE0887_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HE0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0887+STABILITY: SURFACE MOTION
 HE0887
 HE0887  HISTORY     - Date     Condition        Report By
 HE0887  HISTORY     - 1960     MONUMENTED       CGS
 HE0887  HISTORY     - 1960     GOOD             CGS
 HE0887  HISTORY     - 1976     GOOD             NGS
 HE0887  HISTORY     - 19850615 GOOD             NGS
 HE0887
 HE0887                          STATION DESCRIPTION
 HE0887
 HE0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HE0887'THE STATION IS ALONG THE SOUTH RIGHT-OF-WAY OF COUNTY ROUTE
 HE0887'CC, APPROXIMATELY 9-1/2 MILES EAST OF SHELDON, 7.0 MILE WEST
 HE0887'OF JERICO SPRINGS, 7.0 MILE SOUTH OF MONTEVALL AND IN THE
 HE0887'NORTHEAST QUARTER OF SECTION 8, T 33 N, R 28 W.
 HE0887'
 HE0887'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTES C
 HE0887'AND CC IN MILFORD, GO NORTH AND EAST ON ROUTE CC FOR 4.35
 HE0887'MILES TO A CHURCH AND CEMETERY ON THE LEFT AND THE STATION
 HE0887'ON THE RIGHT, 69 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 HE0887'THE CEMETERY FENCE.
 HE0887'
 HE0887'STATION MARKS ARE STANDARD DISKS STAMPED MONTE 1960.  THE
 HE0887'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HE0887'THE SURFACE OF THE GROUND.  IT IS 108 FEET SOUTHEAST OF A
 HE0887'POWER POLE WITH A TRANSFORMER, 28 FEET SOUTH OF THE CENTER
 HE0887'OF ROUTE CC AND 4 FEET EAST OF A METAL WITNESS POST.  THE
 HE0887'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 HE0887'INCHES BELOW THE SURFACE OF THE GROUND.
 HE0887'
 HE0887'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MONTE NO 1
 HE0887'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HE0887'OF THE GROUND.  IT IS 86 FEET SOUTHEAST OF THE POWER POLE WITH
 HE0887'THE TRANSFORMER, 31 FEET SOUTH OF THE CENTER OF ROUTE CC
 HE0887'AND 1.5 FEET NORTHEAST OF A FENCE POST.
 HE0887'
 HE0887'REFERENCE MARK NO 2, A STANDARD DISK STAMPED MONTE NO 2 1960, IS
 HE0887'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HE0887'IT IS 80 FEET EAST OF THE POWER POLE WITH THE TRANSFORMER, 28.5
 HE0887'FEET NORTH OF THE CENTER OF ROUTE CC AND 27.5 FEET SOUTH OF
 HE0887'THE CEMETERY FENCE.
 HE0887'
 HE0887'AZIMUTH MARK, A STANDARD DISK STAMPED MONTE 1960, IS SET IN
 HE0887'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 HE0887'51 FEET EAST OF A POWER POLE, 41 FEET NORTH OF THE CENTER
 HE0887'OF ROUTE CC, 24 FEET NORTH OF THE EAST END OF A CULVERT,
 HE0887'22 FEET EAST OF A GRAVEL DRIVEWAY AND 2.5 FEET WEST OF A METAL
 HE0887'WITNESS POST.
 HE0887'
 HE0887'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HE0887
 HE0887                          STATION RECOVERY (1960)
 HE0887
 HE0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HE0887'STATION, RM NO. 2, AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 HE0887'RM NO. 1 BELIEVED TO BE GONE.  THE CORNER POST IS GONE WHICH MADE
 HE0887'REFERENCE TO IT.
 HE0887'
 HE0887'THE 1960 ROUTE DESCRIPTION WAS ADEQUATE.
 HE0887
 HE0887                          STATION RECOVERY (1976)
 HE0887
 HE0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HE0887'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HE0887'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1960 DESCRIPTION IS
 HE0887'ADEQUATE FOR RECOVERY OF THE MARKS.
 HE0887'
 HE0887'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.0 MILES SOUTH
 HE0887'OF MONTEVALLO.
 HE0887
 HE0887                          STATION RECOVERY (1985)
 HE0887
 HE0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HE0887'THE SURFACE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK
 HE0887'WERE ALL RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 HE0887'THE REFERENCE MARKS AGREED WITH 1960 DATA.  THE UNDERGROUND MARK WAS
 HE0887'NOT INSPECTED.  THE AZIMUTH MARK WAS POSITIONED BY ELECTRONIC
 HE0887'TRAVERSE.  THE STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) E OF
 HE0887'SHALDON, 11.3 KM (7.00 MI) W OF JERICO SPRINGS, 5.2 KM (3.25 MI) NNE
 HE0887'OF MILFORD, IN THE NE1/4, SEC8, T33N, R28W, AND ON THE S RIGHT-OF-WAY
 HE0887'OF STATE ROAD CC, ACROSS THE ROAD FROM THE SW CORNER OF THE SAINT
 HE0887'JAMES CEMETERY.  TO REACH THE STATION THE STATION FROM THE JUNCTION OF
 HE0887'STATE ROADS C AND CC, IN MILFORD, GO N AND E ON ROAD CC FOR 6.76 KM
 HE0887'(4.20 MI) TO THE SAINTS JAMES CEMETERY ON THE LEFT AND THE STATION ON
 HE0887'THE RIGHT, AT A FIELD ENTRANCE AND A GATE.  THE STATION IS A STANDARD
 HE0887'CGS DISK STAMPED MONTE 1960, SET INTO THE TOP OF A SQUARE CONCRETE
 HE0887'MONUMENT 30.0 CM OR 12.0 INCHES IN DIAMETER FLUSH WITH GROUND LOCATED
 HE0887'21.34 M (70.01 FT) SE FROM THE SW CORNER OF THE FENCE AROUND THE
 HE0887'CEMETERY, 9.45 M (31.00 FT) S FROM THE CENTERLINE OF THE ROAD, 3.81 M
 HE0887'(12.50 FT) E FROM THE E GATE POST OF A GATE, 0.90 M (2.95 FT) N FROM
 HE0887'THE S RIGHT-OF-WAY FENCE, AND 0.61 M (2.00 FT) N FROM A WITNESS POST.
 HE0887'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED MONTE NO 1 1960,
 HE0887'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM OR 12 INCHES IN
 HE0887'DIAMETER FLUSH WITH GROUND LOCATED 9.8 M (32.2 FT) S FROM THE
 HE0887'CENTERLINE OF THE ROAD, 0.76 M (2.49 FT) E FROM A RIGHT-OF-WAY MARKER
 HE0887'POST, 0.76 M (2.49 FT) NE FROM A T-FENCE CORNER POST AT THE W END OF
 HE0887'THE GATE AND LEVEL WITH THE STATION.  REFERENCE MARK NO 2 IS A
 HE0887'STANDARD CGS DISK STAMPED MONTE NO 2 1960, 9.15 M (30.02 FT) E FROM
 HE0887'THE SW CORNER OF THE FENCE AROUND THE CEMETERY, 8.4 M (27.6 FT) N FROM
 HE0887'THE CENTERLINE OF THE ROAD, 0.45 M (1.48 FT) S FROM THE S CEMETERY
 HE0887'FENCE, AND LEVEL WITH THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD
 HE0887'CGS DISK STAMPED MONTE 1960, SET INTO THE TOP OF A SQUARE CONCRETE
 HE0887'MONUMENT 30 CM OR 12 INCHES IN DIAMETER PROJECTING 5 CM OR 2 INCHES
 HE0887'ABOVE THE GROUND LOCATED 12.5 M (41.0 FT) N FROM THE CENTERLINE OF THE
 HE0887'E/W ROAD, 6.7 M (22.0 FT) E FROM THE CENTERLINE OF THE N/S ROAD, 0.74
 HE0887'W FROM A WITNESS POST, AND 0.46 M (1.51 FT) SE FROM A FENCE CORNER
 HE0887'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON ROAD CC FOR
 HE0887'0.40 KM (0.25 MI) TO THE END OF THE PAVEMENT AT A CROSSROAD AND THE
 HE0887'MARK ON THE LEFT, IN THE NE ANGLE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3277 ***********************************************************************
 AI3277  DESIGNATION -  MONTE AZ MK
 AI3277  PID         -  AI3277
 AI3277  STATE/COUNTY-  MO/BARTON
 AI3277  USGS QUAD   -  BELLAMY (1972)
 AI3277
 AI3277                         *CURRENT SURVEY CONTROL
 AI3277  ___________________________________________________________________
 AI3277* NAD 83(1997)-  37 37 39.56910(N)    094 07 40.66799(W)     ADJUSTED  
 AI3277* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 AI3277  ___________________________________________________________________
 AI3277  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AI3277  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 AI3277
 AI3277  HORZ ORDER  -  THIRD
 AI3277
 AI3277.The horizontal coordinates were established by classical geodetic methods
 AI3277.and adjusted by the National Geodetic Survey in November 2001..
 AI3277
 AI3277.The orthometric height was scaled from a topographic map.
 AI3277
 AI3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3277
 AI3277.The geoid height was determined by GEOID03.
 AI3277
 AI3277;                    North         East     Units Scale Factor Converg.
 AI3277;SPC MO W     -   162,190.150   882,839.548   MT  0.99995446   +0 13 37.7
 AI3277;UTM  15      - 4,165,102.417   400,467.566   MT  0.99972202   -0 41 19.4
 AI3277
 AI3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3277!SPC MO W     -   0.99995939  x   0.99995446  =   0.99991385
 AI3277!UTM  15      -   0.99995939  x   0.99972202  =   0.99968142
 AI3277
 AI3277                          SUPERSEDED SURVEY CONTROL
 AI3277
 AI3277.No superseded survey control is available for this station.
 AI3277
 AI3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB0046865102(NAD 83)
 AI3277_MARKER: DZ = AZIMUTH MARK DISK
 AI3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3277_STAMPING: MONTE 1960
 AI3277_MARK LOGO: CGS   
 AI3277_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3277+STABILITY: SURFACE MOTION
 AI3277
 AI3277  HISTORY     - Date     Condition        Report By
 AI3277  HISTORY     - 1960     MONUMENTED       CGS
 AI3277  HISTORY     - 19850615 GOOD             NGS
 AI3277
 AI3277                          STATION DESCRIPTION
 AI3277
 AI3277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AI3277'THE STATION, WHICH WAS ESTABLISHED IN 1960 AND POSITIONED BY
 AI3277'ELECTRONIC TRAVERSE IN 1985, IS LOCATED ABOUT 16.1 KM (10.00 MI) E OF
 AI3277'SHELDON, 5.6 KM (3.45 MI) NE OF MILFORD, AT THE E TERMINUS OF STATE
 AI3277'ROAD CC AND IN THE NE ANGLE OF A ROAD INTERSECTION, ON RIGHT-OF-WAY.
 AI3277'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS C AND CC, IN
 AI3277'MILFORD, GO N AND E ON ROAD CC FOR 7.16 KM (4.45 MI) TO THE END OF
 AI3277'ROAD CC AND THE PAVEMENT AT A GRAVELED CROSSROAD.  THE STATION IS IN
 AI3277'THE NE ANGLE OF THE INTERSECTION.  STATION MARK IS A STANDARD CGS
 AI3277'AZIMUTH MARK DISK, STAMPED MONTE 1960, SET INTO THE TOP OF A 30-CM OR
 AI3277'12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 5 CM OR 2 INCHES ABOVE
 AI3277'THE GROUND LOCATED 12.5 M (41.0 FT) N FROM THE CENTERLINE OF THE E/W
 AI3277'ROAD, 6.7 M (22.0 FT) E FROM THE CENTERLINE OF THE N/S ROAD, 0.74 M
 AI3277'(2.43 FT) W FROM A WITNESS POST AND 0.46 M (1.51 FT) SE FROM A FENCE
 AI3277'CORNER POST.  DESCRIBED BY J A ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1536 ***********************************************************************
 JC1536  DESIGNATION -  MONTGOMERY CITY NW MUN TANK
 JC1536  PID         -  JC1536
 JC1536  STATE/COUNTY-  MO/MONTGOMERY
 JC1536  USGS QUAD   -  MONTGOMERY CITY (1985)
 JC1536
 JC1536                         *CURRENT SURVEY CONTROL
 JC1536  ___________________________________________________________________
 JC1536* NAD 83(1997)-  38 58 54.44848(N)    091 30 42.24134(W)     ADJUSTED  
 JC1536* NAVD 88     -                                                        
 JC1536  ___________________________________________________________________
 JC1536  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 JC1536  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JC1536
 JC1536  HORZ ORDER  -  THIRD
 JC1536
 JC1536.The horizontal coordinates were established by classical geodetic methods
 JC1536.and adjusted by the National Geodetic Survey in February 2000..
 JC1536
 JC1536
 JC1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1536
 JC1536.The geoid height was determined by GEOID03.
 JC1536
 JC1536;                    North         East     Units Scale Factor Converg.
 JC1536;SPC MO E     -   349,896.382   162,339.572   MT  1.00002792   -0 38 11.4
 JC1536;UTM  15      - 4,315,809.266   628,907.670   MT  0.99980462   +0 56 10.9
 JC1536
 JC1536                          SUPERSEDED SURVEY CONTROL
 JC1536
 JC1536  NAD 83(1986)-  38 58 54.46757(N)    091 30 42.24381(W) AD(       ) 4
 JC1536  NAD 27      -  38 58 54.32502(N)    091 30 41.66370(W) AD(       ) 3
 JC1536
 JC1536.Superseded values are not recommended for survey control.
 JC1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1536.See file dsdata.txt to determine how the superseded data were derived.
 JC1536
 JC1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD2890815809(NAD 83)
 JC1536_MARKER: 53 = ELEVATED TANK
 JC1536
 JC1536  HISTORY     - Date     Condition        Report By
 JC1536  HISTORY     - 1970     FIRST OBSERVED   USGS
 JC1536  HISTORY     - 20050728 GOOD             GEOCAC
 JC1536
 JC1536                          STATION DESCRIPTION
 JC1536
 JC1536'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1536'STATION IS THE BALL AT TOP CENTER OF THE MUNICIPAL WATER TANK
 JC1536'LOCATED IN THE NW. PART OF MONTGOMERY CITY, ABOUT 100 FT NE. OF
 JC1536'THE JCT. OF WALKER AND CROSS STREETS.  THE TANK IS CYLINDRICAL WITH
 JC1536'OVAL TOP AND BOTTOM, ALL METAL AND MOUNTED ON FOUR STEEL LEGS WITH
 JC1536'CENTER PIPE AND OVERALL ABOUT 125 FT HIGH.
 JC1536'
 JC1536'THE STATION WAS INTERSECTED FROM ET STATIONS MONTY, WELLS, AND
 JC1536'SCHOOL.
 JC1536
 JC1536                          STATION RECOVERY (2005)
 JC1536
 JC1536'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JC1536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1448 ***********************************************************************
 JC1448  DESIGNATION -  MONTGOMERY CITY SE MUN TANK
 JC1448  PID         -  JC1448
 JC1448  STATE/COUNTY-  MO/MONTGOMERY
 JC1448  USGS QUAD   -  NEW FLORENCE (1973)
 JC1448
 JC1448                         *CURRENT SURVEY CONTROL
 JC1448  ___________________________________________________________________
 JC1448* NAD 83(1997)-  38 58 12.54229(N)    091 29 47.77202(W)     ADJUSTED  
 JC1448* NAVD 88     -                                                        
 JC1448  ___________________________________________________________________
 JC1448  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 JC1448  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JC1448
 JC1448  HORZ ORDER  -  THIRD
 JC1448
 JC1448.The horizontal coordinates were established by classical geodetic methods
 JC1448.and adjusted by the National Geodetic Survey in February 2000..
 JC1448
 JC1448
 JC1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1448
 JC1448.The geoid height was determined by GEOID03.
 JC1448
 JC1448;                    North         East     Units Scale Factor Converg.
 JC1448;SPC MO E     -   348,589.689   163,636.412   MT  1.00002514   -0 37 36.5
 JC1448;UTM  15      - 4,314,538.936   630,239.591   MT  0.99980887   +0 56 44.3
 JC1448
 JC1448                          SUPERSEDED SURVEY CONTROL
 JC1448
 JC1448  NAD 83(1997)-  38 58 12.56067(N)    091 29 47.77232(W) AD(       ) 4
 JC1448  NAD 83(1986)-  38 58 12.56137(N)    091 29 47.77415(W) AD(       ) 4
 JC1448  NAD 27      -  38 58 12.41771(N)    091 29 47.19342(W) AD(       ) 3
 JC1448
 JC1448.Superseded values are not recommended for survey control.
 JC1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1448.See file dsdata.txt to determine how the superseded data were derived.
 JC1448
 JC1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD3024014539(NAD 83)
 JC1448_MARKER: 53 = ELEVATED TANK
 JC1448
 JC1448  HISTORY     - Date     Condition        Report By
 JC1448  HISTORY     - 1970     FIRST OBSERVED   USGS
 JC1448  HISTORY     - 20050728 GOOD             GEOCAC
 JC1448
 JC1448                          STATION DESCRIPTION
 JC1448
 JC1448'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1448'STATION IS THE BALL AT TOP CENTER OF THE MUNICIPAL WATER TANK
 JC1448'LOCATED IN THE SE. PART OF MONTGOMERY CITY, ABOUT 150 YARDS E. OF
 JC1448'STATE HWY. 19 AND ABOUT 75 FT SE. OF THE SE. COR. OF THE
 JC1448'MONTGOMERY MANUFACTURING CO. BUILDING.  THE TANK IS CYLINDRICAL
 JC1448'WITH OVAL TOP AND BOTTOM, ALL METAL AND MOUNTED ON FOUR STEEL LEGS
 JC1448'WITH CENTER PIPE AND OVERALL ABOUT 125 FT HIGH.
 JC1448'
 JC1448'THE STATION WAS INTERSECTED FROM ET STATIONS MONTY, WELLS, AND
 JC1448'SCHOOL.
 JC1448
 JC1448                          STATION RECOVERY (2005)
 JC1448
 JC1448'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JC1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1050 ***********************************************************************
 JC1050  DESIGNATION -  MONTGOMERY RESET
 JC1050  PID         -  JC1050
 JC1050  STATE/COUNTY-  MO/MONTGOMERY
 JC1050  USGS QUAD   -  MONTGOMERY CITY (1985)
 JC1050
 JC1050                         *CURRENT SURVEY CONTROL
 JC1050  ___________________________________________________________________
 JC1050* NAD 83(1986)-  38 58 45.     (N)    091 30 16.     (W)     SCALED    
 JC1050* NAVD 88     -       253.80   (meters)     832.7    (feet)  RESET     
 JC1050  ___________________________________________________________________
 JC1050  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JC1050
 JC1050  VERT ORDER  -  THIRD
 JC1050
 JC1050.The horizontal coordinates were scaled from a topographic map and have
 JC1050.an estimated accuracy of +/- 6 seconds.
 JC1050
 JC1050.The orthometric height was computed from unverified reset data.
 JC1050
 JC1050.The geoid height was determined by GEOID03.
 JC1050
 JC1050;                    North         East    Units  Estimated Accuracy
 JC1050;SPC MO E     -   349,600.      162,970.      MT  (+/- 180 meters Scaled)
 JC1050
 JC1050                          SUPERSEDED SURVEY CONTROL
 JC1050
 JC1050.No superseded survey control is available for this station.
 JC1050
 JC1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD295155(NAD 83)
 JC1050_MARKER: DB = BENCH MARK DISK
 JC1050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC1050_SP_SET: STEP
 JC1050_STAMPING: MONTGOMERY CITY RESET 1967
 JC1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1050
 JC1050  HISTORY     - Date     Condition        Report By
 JC1050  HISTORY     - 1967     MONUMENTED       CGS
 JC1050  HISTORY     - 20050728 MARK NOT FOUND   GEOCAC
 JC1050
 JC1050                          STATION DESCRIPTION
 JC1050
 JC1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JC1050'AT MONTGOMERY CITY.
 JC1050'AT MONTGOMERY CITY, MONTGOMERY COUNTY, AT THE COUNTY COURT
 JC1050'HOUSE, SET IN THE SOUTHWEST END OF THE BOTTOM STEP AT THE
 JC1050'FRONT ENTRANCE TO THE COURT HOUSE.  A STANDARD DISK SET IN A
 JC1050'DRILL HOLE IN THE CONCRETE STEP AND IS FLUSH WITH THE TOP
 JC1050'OF THE STEP.
 JC1050
 JC1050                          STATION RECOVERY (2005)
 JC1050
 JC1050'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JC1050'THE STEPS HAVE BEEN REPLACED, AND THE OUTLINE OF THE OLD STEPS IS
 JC1050'VISIBLE ON THE VERTICAL SURFACE BEHIND THE BOTTOM STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0721 ***********************************************************************
 HC0721  DESIGNATION -  MONTIER
 HC0721  PID         -  HC0721
 HC0721  STATE/COUNTY-  MO/SHANNON
 HC0721  USGS QUAD   -  JAM UP CAVE (1985)
 HC0721
 HC0721                         *CURRENT SURVEY CONTROL
 HC0721  ___________________________________________________________________
 HC0721* NAD 83(1997)-  37 00 03.61550(N)    091 33 57.36660(W)     ADJUSTED  
 HC0721* NAVD 88     -       347.6    (meters)    1140.     (feet)  VERTCON   
 HC0721  ___________________________________________________________________
 HC0721  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HC0721  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HC0721
 HC0721  HORZ ORDER  -  SECOND
 HC0721
 HC0721.The horizontal coordinates were established by classical geodetic methods
 HC0721.and adjusted by the National Geodetic Survey in February 2000..
 HC0721
 HC0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0721
 HC0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0721
 HC0721.The geoid height was determined by GEOID03.
 HC0721
 HC0721;                    North         East     Units Scale Factor Converg.
 HC0721;SPC MO E     -   130,095.197   155,125.379   MT  1.00004418   -0 38 29.6
 HC0721;UTM  15      - 4,095,944.929   627,599.478   MT  0.99980057   +0 51 47.4
 HC0721
 HC0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0721!SPC MO E     -   0.99995011  x   1.00004418  =   0.99999429
 HC0721!UTM  15      -   0.99995011  x   0.99980057  =   0.99975069
 HC0721
 HC0721|---------------------------------------------------------------------|
 HC0721| PID    Reference Object                     Distance      Geod. Az  |
 HC0721|                                                           dddmmss.s |
 HC0721| CN7495 MONTIER RM 1                         13.415 METERS 00206     |
 HC0721| HC0823 MONTIER AZ MK                       APPROX. 0.7 KM 0024633.4 |
 HC0721| CN7496 MONTIER RM 2                         10.017 METERS 18308     |
 HC0721| GE0901 MONTIER MICROWAVE                   APPROX. 4.5 KM 1895530.0 |
 HC0721| HC0825 MOUNTAIN VIEW CABLEVISION MAST      APPROX.12.9 KM 2762835.0 |
 HC0721|---------------------------------------------------------------------|
 HC0721
 HC0721                          SUPERSEDED SURVEY CONTROL
 HC0721
 HC0721  NAD 83(1986)-  37 00 03.62657(N)    091 33 57.36526(W) AD(       ) 2
 HC0721  NAD 27      -  37 00 03.43119(N)    091 33 56.86432(W) AD(       ) 2
 HC0721  NGVD 29 (07/19/86)  347.5    (m)         1140.     (f) VERT ANG       
 HC0721
 HC0721.Superseded values are not recommended for survey control.
 HC0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0721.See file dsdata.txt to determine how the superseded data were derived.
 HC0721
 HC0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2759995945(NAD 83)
 HC0721_MARKER: DS = TRIANGULATION STATION DISK
 HC0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0721+STABILITY: SURFACE MOTION
 HC0721
 HC0721  HISTORY     - Date     Condition        Report By
 HC0721  HISTORY     - 1978     MONUMENTED       NGS
 HC0721  HISTORY     - 20060316 POOR             MODNR
 HC0721
 HC0721                          STATION DESCRIPTION
 HC0721
 HC0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HC0721'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF MOUNTAIN
 HC0721'VIEW, 4 MILES WEST OF BIRCH TREE, 1 MILE NORTHEAST OF
 HC0721'MONTIER, IN THE NORTHEAST 1/4 OF SECTION 23, R 6 W, T 27 N.
 HC0721'AND ON THE ROAD RIGHT-OF-WAY.
 HC0721'
 HC0721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 HC0721'AND STATE HIGHWAY 17 WHICH IS ABOUT 1-1/2 MILES EAST OF
 HC0721'MOUNTAIN VIEW, GO EAST ON U.S. HIGHWAY 60 FOR 6.1 MILES TO
 HC0721'THE JUNCTION OF U.S. HIGHWAY 60 AND COUNTY ROUTES M AND U,
 HC0721'WHICH IS JUST NORTHEAST OF MONTIER.  TURN LEFT AND GO NORTH
 HC0721'ON COUNTY ROAD M FOR 0.85 MILE TO THE HOWARD MARTIN HOME
 HC0721'ON THE RIGHT AND THE STATION ON THE LEFT.  TO REACH THE
 HC0721'AZIMUTH MARK FROM THE STATION, GO NORTH ON COUNTY
 HC0721'ROAD M FOR 0.4 MILE TO THE JOHNIE AIKEN HOME
 HC0721'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 HC0721'
 HC0721'THE STATION MARKS, STAMPED---MONTIER 1977---, ARE STANDARD
 HC0721'DISKS.  THE SURFACE DISK IS SET IN THE
 HC0721'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HC0721'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND,
 HC0721'WITH A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS
 HC0721'132 FEET SOUTHWEST OF THE CENTER OF THE DRIVEWAY WHICH LEADS
 HC0721'TO THE MARTIN HOME, 26 FEET WEST OF THE CENTER OF COUNTY ROAD
 HC0721'M, 4.3 FEET EAST OF A WIRE FENCE AND 4.3 FEET EAST OF A METAL
 HC0721'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 HC0721'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 HC0721'SURFACE.
 HC0721'
 HC0721'REFERENCE MARK 1, STAMPED---MONTIER NO 1 1977---, IS A
 HC0721'STANDARD DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0721'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND
 HC0721'SURFACE.  IT IS 44.2 FEET NORTH OF A METAL WITNESS POST, 25
 HC0721'FEET WEST OF COUNTY ROAD M AND 5.5 FEET EAST OF A WIRE FENCE.
 HC0721'
 HC0721'REFERENCE MARK 2, STAMPED---MONTIER NO 2 1977---, IS A STANDARD
 HC0721'DISK, SET IN THE TOP OF A 12-INCH
 HC0721'CYLINDRICAL CONCRETE MONUMENT
 HC0721'WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 33.2
 HC0721'FEET SOUTH OF A METAL WITNESS POST, 28 FEET WEST OF THE CENTER
 HC0721'OF COUNTY ROAD M, 9.6 FEET SOUTH-SOUTHEAST OF A SMALL TREE AND
 HC0721'3.1 FEET EAST OF A WIRE FENCE.
 HC0721'
 HC0721'THE AZIMUTH MARKS, STAMPED---MONTIER 1977---, ARE
 HC0721'STANDARD DISKS.
 HC0721'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0721'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 HC0721'SURFACE, WITH A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS
 HC0721'27 FEET EAST OF THE CENTER OF COUNTY ROAD M, 10.6 FEET
 HC0721'NORTH-NORTHEAST OF THE CENTER OF A WOODEN GATE, 4.8 FEET
 HC0721'NORTH-NORTHEAST OF A CONCRETE FENCE POST AND 3.9 FEET WEST OF
 HC0721'A WIRE FENCE AND A METAL WITNESS POST.
 HC0721'
 HC0721'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.6 METERS.
 HC0721
 HC0721                          STATION RECOVERY (2006)
 HC0721
 HC0721'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 HC0721'THE MONUMENT APPEARS TO HAVE BEEN RESET ABOUT ONE METER NORTH OF ITS
 HC0721'ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0823 ***********************************************************************
 HC0823  DESIGNATION -  MONTIER AZ MK
 HC0823  PID         -  HC0823
 HC0823  STATE/COUNTY-  MO/SHANNON
 HC0823  USGS QUAD   -  JAM UP CAVE (1985)
 HC0823
 HC0823                         *CURRENT SURVEY CONTROL
 HC0823  ___________________________________________________________________
 HC0823* NAD 83(1997)-  37 00 24.94869(N)    091 33 56.07683(W)     ADJUSTED  
 HC0823* NAVD 88     -       341.6    (meters)    1121.     (feet)  VERTCON   
 HC0823  ___________________________________________________________________
 HC0823  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HC0823  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 HC0823
 HC0823  HORZ ORDER  -  SECOND
 HC0823
 HC0823.The horizontal coordinates were established by classical geodetic methods
 HC0823.and adjusted by the National Geodetic Survey in February 2000..
 HC0823
 HC0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 HC0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HC0823
 HC0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0823
 HC0823.The geoid height was determined by GEOID03.
 HC0823
 HC0823;                    North         East     Units Scale Factor Converg.
 HC0823;SPC MO E     -   130,752.469   155,164.630   MT  1.00004409   -0 38 29.2
 HC0823;UTM  15      - 4,096,602.845   627,621.449   MT  0.99980064   +0 51 48.6
 HC0823
 HC0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0823!SPC MO E     -   0.99995106  x   1.00004409  =   0.99999515
 HC0823!UTM  15      -   0.99995106  x   0.99980064  =   0.99975171
 HC0823
 HC0823                          SUPERSEDED SURVEY CONTROL
 HC0823
 HC0823  NAD 83(1986)-  37 00 24.95975(N)    091 33 56.07547(W) AD(       ) 2
 HC0823  NAD 27      -  37 00 24.76478(N)    091 33 55.57453(W) AD(       ) 2
 HC0823  NGVD 29 (07/19/86)  341.5    (m)         1120.     (f) VERT ANG       
 HC0823
 HC0823.Superseded values are not recommended for survey control.
 HC0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0823.See file dsdata.txt to determine how the superseded data were derived.
 HC0823
 HC0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2762196603(NAD 83)
 HC0823_MARKER: DZ = AZIMUTH MARK DISK
 HC0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HC0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HC0823+STABILITY: SURFACE MOTION
 HC0823
 HC0823  HISTORY     - Date     Condition        Report By
 HC0823  HISTORY     - 1978     MONUMENTED       NGS
 HC0823
 HC0823                          STATION DESCRIPTION
 HC0823
 HC0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HC0823'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF MOUNTAIN
 HC0823'VIEW, 4 MILES WEST OF BIRCH TREE, 1-1/2 MILE NORTHEAST OF
 HC0823'MONTIER, IN THE SOUTHWEST 1/4 OF SECTION 13, R 6 W, T 27 N.
 HC0823'AND ON THE ROAD RIGHT-OF-WAY.  A TRAVERSE CONNECTION WAS
 HC0823'MADE TO TRIANGULATION STATION MONTIER USING ELECTRONIC
 HC0823'DISTANCE EQUIPMENT.
 HC0823'
 HC0823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 HC0823'AND STATE HIGHWAY 17 WHICH IS ABOUT 1-1/2 MILES EAST OF
 HC0823'MOUNTAIN VIEW, GO EAST ON U.S. HIGHWAY 60 FOR 6.1 MILES TO
 HC0823'THE JUNCTION OF U.S. HIGHWAY 60 AND COUNTY ROUTES M AND U,
 HC0823'WHICH IS JUST NORTHEAST OF MONTIER.  TURN LEFT AND GO NORTH ON
 HC0823'COUNTY ROAD M FOR 0.85 MILE TO TRIANGULATION STATION MONTIER
 HC0823'ON THE LEFT, CONTINUE NORTH ON COUNTY ROAD M FOR 0.4 MILE TO
 HC0823'THE JOHNIE AIKEN HOME ON THE LEFT AND THE STATION ON THE
 HC0823'RIGHT.
 HC0823'
 HC0823'THE STAION MARKS ARE STANDARD AZIMUTH MARK DISKS,
 HC0823'STAMPED---MONTIER 1977---.
 HC0823'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HC0823'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 HC0823'SURFACE, WITH A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS
 HC0823'27 FEET EAST OF THE CENTER OF COUNTY ROAD M, 10.6 FEET
 HC0823'NORTH-NORTHEAST OF THE CENTER OF A WOODEN GATE, 4.8 FEET
 HC0823'NORTH-NORTHEAST OF A CONCRETE FENCE POST AND 3.9 FEET WEST OF
 HC0823'A WIRE FENCE AND A METAL WITNESS POST.
 HC0823'
 HC0823'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0901 ***********************************************************************
 GE0901  DESIGNATION -  MONTIER MICROWAVE
 GE0901  PID         -  GE0901
 GE0901  STATE/COUNTY-  MO/SHANNON
 GE0901  USGS QUAD   -  MONTIER (1986)
 GE0901
 GE0901                         *CURRENT SURVEY CONTROL
 GE0901  ___________________________________________________________________
 GE0901* NAD 83(1997)-  36 57 38.54405(N)    091 34 28.99843(W)     ADJUSTED  
 GE0901* NAVD 88     -                                                        
 GE0901  ___________________________________________________________________
 GE0901  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GE0901  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 GE0901
 GE0901  HORZ ORDER  -  THIRD
 GE0901
 GE0901.The horizontal coordinates were established by classical geodetic methods
 GE0901.and adjusted by the National Geodetic Survey in February 2000..
 GE0901
 GE0901
 GE0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0901
 GE0901.The geoid height was determined by GEOID03.
 GE0901
 GE0901;                    North         East     Units Scale Factor Converg.
 GE0901;SPC MO E     -   125,631.948   154,292.825   MT  1.00004614   -0 38 46.5
 GE0901;UTM  15      - 4,091,462.468   626,884.535   MT  0.99979834   +0 51 25.5
 GE0901
 GE0901                          SUPERSEDED SURVEY CONTROL
 GE0901
 GE0901  NAD 83(1997)-  36 57 38.55543(N)    091 34 28.99716(W) AD(       ) 4
 GE0901  NAD 83(1986)-  36 57 38.55584(N)    091 34 28.99703(W) AD(       ) 4
 GE0901  NAD 27      -  36 57 38.36687(N)    091 34 28.49322(W) AD(       ) 3
 GE0901
 GE0901.Superseded values are not recommended for survey control.
 GE0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0901.See file dsdata.txt to determine how the superseded data were derived.
 GE0901
 GE0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2688591462(NAD 83)
 GE0901_MARKER: 44 = MICROWAVE MAST
 GE0901
 GE0901  HISTORY     - Date     Condition        Report By
 GE0901  HISTORY     - 1978     FIRST OBSERVED   NGS
 GE0901
 GE0901                          STATION DESCRIPTION
 GE0901
 GE0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 GE0901'THE STATION IS THE RED LIGHT ATOP THE SHO-ME-POWER
 GE0901'MICROWAVE MAST.  IT IS A GUYED MAST, PAINTED ALTERNATELY
 GE0901'RED AND WHITE AND APPROXIMATELY 320 FEET IN HEIGHT.
 GE0901'
 GE0901'LOCATED ABOUT 2 MILES SOUTH OF MONTIER AND ABOUT 1/2 MILE
 GE0901'WEST OF COUNTY ROAD U.
 GE0901'
 GE0901'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND COUNTY
 GE0901'ROAD U WHICH IS ABOUT 1/2 MILE EAST OF MONTIER, GO
 GE0901'SOUTH ON COUNTY ROAD U FOR 2.0 MILES TO A SIDE ROAD RIGHT.
 GE0901'TURN RIGHT AND GO 0.5 MILE TO THE MAST ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1182 ***********************************************************************
 HD1182  DESIGNATION -  MONTREAL
 HD1182  PID         -  HD1182
 HD1182  STATE/COUNTY-  MO/CAMDEN
 HD1182  USGS QUAD   -  MONTREAL (1976)
 HD1182
 HD1182                         *CURRENT SURVEY CONTROL
 HD1182  ___________________________________________________________________
 HD1182* NAD 83(1997)-  37 58 47.01290(N)    092 34 50.48503(W)     ADJUSTED  
 HD1182* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 HD1182  ___________________________________________________________________
 HD1182  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 HD1182  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HD1182
 HD1182  HORZ ORDER  -  SECOND
 HD1182
 HD1182.The horizontal coordinates were established by classical geodetic methods
 HD1182.and adjusted by the National Geodetic Survey in February 2000..
 HD1182
 HD1182.The orthometric height was scaled from a topographic map.
 HD1182
 HD1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1182
 HD1182.The geoid height was determined by GEOID03.
 HD1182
 HD1182;                    North         East     Units Scale Factor Converg.
 HD1182;SPC MO C     -   238,185.090   492,911.295   MT  0.99993395   -0 02 58.8
 HD1182;UTM  15      - 4,203,648.482   536,824.486   MT  0.99961670   +0 15 28.9
 HD1182
 HD1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1182!SPC MO C     -   0.99995594  x   0.99993395  =   0.99988990
 HD1182!UTM  15      -   0.99995594  x   0.99961670  =   0.99957266
 HD1182
 HD1182|---------------------------------------------------------------------|
 HD1182| PID    Reference Object                     Distance      Geod. Az  |
 HD1182|                                                           dddmmss.s |
 HD1182| CN7498 MONTREAL RM 1                        26.323 METERS 26746     |
 HD1182| CN7497 MONTREAL AZ MK                                     2732355.1 |
 HD1182| CN7499 MONTREAL RM 2                        24.551 METERS 33428     |
 HD1182|---------------------------------------------------------------------|
 HD1182
 HD1182                          SUPERSEDED SURVEY CONTROL
 HD1182
 HD1182  NAD 83(1986)-  37 58 47.02499(N)    092 34 50.48535(W) AD(       ) 2
 HD1182  NAD 27      -  37 58 46.89700(N)    092 34 49.84000(W) AD(       ) 2
 HD1182
 HD1182.Superseded values are not recommended for survey control.
 HD1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1182.See file dsdata.txt to determine how the superseded data were derived.
 HD1182
 HD1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3682403648(NAD 83)
 HD1182_MARKER: DS = TRIANGULATION STATION DISK
 HD1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1182
 HD1182  HISTORY     - Date     Condition        Report By
 HD1182  HISTORY     - 1947     MONUMENTED       CGS
 HD1182
 HD1182                          STATION DESCRIPTION
 HD1182
 HD1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1182'STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF CAMDENTON
 HD1182'AND ABOUT 9 MILES SOUTH-SOUTHWEST OF BRUMLEY.  IT IS ON THE
 HD1182'SOUTH SIDE OF A GRAVEL ROAD, ON THE ROAD RIGHT OF WAY.  IT
 HD1182'IS 34 FT. SOUTH OF THE APPROXIMATE CENTER LINE OF THE GRAVEL
 HD1182'ROAD, 5.9 FT. NORTH-NORTHEAST OF A WHITE WITNESS POST AND
 HD1182'6.3 FT. NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 HD1182'AND THE DISK IS STAMPED MONTREAL 1947.
 HD1182'
 HD1182'REFERENCE MARK NO 1 IS 86.36 FT. WEST OF THE STATION, 39
 HD1182'FT. SOUTH OF THE APPROXIMATE CENTER LINE OF A GRAVEL ROAD
 HD1182'AND 2 FT. NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 HD1182'AND THE DISK IS STAMPED MONTREAL NO 1 1947.
 HD1182'
 HD1182'REFERENCE MARK NO 2 IS 80.55 FT. NORTHWEST OF THE STATION, 39
 HD1182'FT. NORTH OF A GRAVEL ROAD AND 2 FT. SOUTH OF A FENCE.  THE
 HD1182'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED MONTREAL
 HD1182'NO 2 1947.
 HD1182'
 HD1182'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST OF THE STATION,
 HD1182'39 FT. NORTH OF THE APPROXIMATE CENTER LINE OF A GRAVEL
 HD1182'ROAD, 16 FT. EAST OF THE CENTER OF AN OLD GATE, 3.7 FT. WEST OF
 HD1182'A WHITE WITNESS POST AND 1.3 FT. SOUTH OF A FENCE.  THE MARK
 HD1182'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED MONTREAL 1947.
 HD1182'
 HD1182'TO REACH THE STATION FROM THE RAILROAD DEPOT IN RICHLAND, GO
 HD1182'WEST ON A GRAVEL ROAD JUST NORTH OF THE DEPOT, FOR 0.6 MILE
 HD1182'TO A ROAD FORK.  TURN RIGHT AND GO NORTH-NORTHWEST FOR 7.4
 HD1182'MILES TO THE JUNCTION OF COUNTY ROUTE T.  TURN RIGHT ON COUNTY
 HD1182'ROUTE T AND GO NORTHWEST FOR 7.4 MILES TO THE VILLAGE OF
 HD1182'MONTREAL, AND THE JUNCTION OF COUNTY ROUTE E.  GO STRAIGHT
 HD1182'AHEAD ON COUNTY ROUTE E FOR ABOUT 0.3 MILE TO A ROAD FORK.
 HD1182'TURN ON RIGHT FORK AND GO NORTH-NORTHEAST FOR 0.3 MILE TO
 HD1182'THE AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE EAST ON SAME
 HD1182'GRAVEL ROAD FOR 0.3 MILE TO STATION ON RIGHT OR SOUTH OF
 HD1182'ROAD AS DESCRIBED.
 HD1182'
 HD1182'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2736 ***********************************************************************
 JD2736  DESIGNATION -  MONTROSE
 JD2736  PID         -  JD2736
 JD2736  STATE/COUNTY-  MO/HENRY
 JD2736  USGS QUAD   -  MONTROSE (1981)
 JD2736
 JD2736                         *CURRENT SURVEY CONTROL
 JD2736  ___________________________________________________________________
 JD2736* NAD 83(1997)-  38 17 31.31050(N)    093 56 04.38984(W)     ADJUSTED  
 JD2736* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 JD2736  ___________________________________________________________________
 JD2736  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JD2736  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JD2736
 JD2736  HORZ ORDER  -  SECOND
 JD2736
 JD2736.The horizontal coordinates were established by classical geodetic methods
 JD2736.and adjusted by the National Geodetic Survey in February 2000..
 JD2736
 JD2736.The orthometric height was scaled from a topographic map.
 JD2736
 JD2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2736
 JD2736.The geoid height was determined by GEOID03.
 JD2736
 JD2736;                    North         East     Units Scale Factor Converg.
 JD2736;SPC MO W     -   236,014.486   899,464.310   MT  0.99997130   +0 21 01.4
 JD2736;UTM  15      - 4,238,630.279   418,274.362   MT  0.99968225   -0 34 44.9
 JD2736
 JD2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2736!SPC MO W     -   0.99996502  x   0.99997130  =   0.99993633
 JD2736!UTM  15      -   0.99996502  x   0.99968225  =   0.99964729
 JD2736
 JD2736:                Primary Azimuth Mark                     Grid Az
 JD2736:SPC MO W     -  MONTROSE AZ MK                           100 49 06.9
 JD2736:UTM  15      -  MONTROSE AZ MK                           101 44 53.2
 JD2736
 JD2736|---------------------------------------------------------------------|
 JD2736| PID    Reference Object                     Distance      Geod. Az  |
 JD2736|                                                           dddmmss.s |
 JD2736| CN7500 MONTROSE AZ MK                                     1011008.3 |
 JD2736| CN7502 MONTROSE RM 1                        18.307 METERS 10124     |
 JD2736| CN7504 MONTROSE RM 3                        25.206 METERS 10425     |
 JD2736| CN7501 MONTROSE AZ MK 2                                   1725536.8 |
 JD2736| CN7503 MONTROSE RM 2                        20.889 METERS 19318     |
 JD2736| JD2733 MONTROSE IMM CON CHURCH SPIRE       APPROX. 5.5 KM 2301221.3 |
 JD2736|---------------------------------------------------------------------|
 JD2736
 JD2736                          SUPERSEDED SURVEY CONTROL
 JD2736
 JD2736  NAD 83(1997)-  38 17 31.31112(N)    093 56 04.39016(W) AD(       ) 2
 JD2736  NAD 83(1986)-  38 17 31.31970(N)    093 56 04.38770(W) AD(       ) 2
 JD2736  NAD 27      -  38 17 31.23422(N)    093 56 03.60377(W) AD(       ) 2
 JD2736
 JD2736.Superseded values are not recommended for survey control.
 JD2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2736.See file dsdata.txt to determine how the superseded data were derived.
 JD2736
 JD2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC1827438630(NAD 83)
 JD2736_MARKER: DS = TRIANGULATION STATION DISK
 JD2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2736
 JD2736  HISTORY     - Date     Condition        Report By
 JD2736  HISTORY     - 1948     MONUMENTED       CGS
 JD2736  HISTORY     - 1963     GOOD             CGS
 JD2736  HISTORY     - 1978     GOOD             AME
 JD2736
 JD2736                          STATION DESCRIPTION
 JD2736
 JD2736'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2736'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHWEST OF CLINTON AND
 JD2736'4.0 MILES NORTHEAST OF MONTROSE ON A LONG LOW RIDGE SOUTH OF
 JD2736'DEEPWATER CREEK, 150.0 FEET WEST OF THE CENTER OF A GRADED ROAD,
 JD2736'200.0 FEET NORTH-NORTHEAST OF ABANDONED FARM BUILDINGS, 16.5
 JD2736'FEET EAST-NORTHEAST OF A FENCE CORNER AND 8.0 FEET
 JD2736'NORTH-NORTHEAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 JD2736'STAMPED MONTROSE 1948.
 JD2736'
 JD2736'REFERENCE MARK NO. 1 IS 90.0 FEET WEST OF THE CENTER OF A GRADED
 JD2736'ROAD, 46.0 FEET EAST OF THE CENTER OF A WIRE GATE AND 1.0 FOOT
 JD2736'SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES AND IS
 JD2736'STAMPED MONTROSE NO 1 1948.
 JD2736'
 JD2736'REFERENCE MARK NO. 2 IS 150.0 FEET WEST OF THE CENTER OF A
 JD2736'GRADED ROAD AND 16.0 FEET NORTHWEST OF A FENCE CORNER.  IT
 JD2736'PROJECTS 3 INCHES AND IS STAMPED MONTROSE NO 2 1948.
 JD2736'
 JD2736'AZIMUTH MARK IS 53.0 FEET EAST OF THE CENTER OF A GRADED ROAD,
 JD2736'2.0 FEET NORTH OF A WITNESS POST AND 1.0 FOOT WEST OF A
 JD2736'NORTH-SOUTH FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED
 JD2736'MONTROSE 1948.
 JD2736'
 JD2736'TO REACH THE STATION FROM THE M.K.T. RAILROAD DEPOT IN MONTROSE
 JD2736'GO NORTH ON GRADED ROAD 0.8 MILE TO CROSSROAD, TURN RIGHT, EAST
 JD2736'AND GO 0.5 MILE, TURN LEFT, NORTH AND GO 0.5 MILE TO T-ROAD ON
 JD2736'RIGHT, TURN RIGHT, EAST AND GO 0.7 MILE, TURN LEFT, NORTH AND GO
 JD2736'0.5 MILE TO T-ROAD ON RIGHT, TURN RIGHT, EAST AND GO 1.2 MILES
 JD2736'TO A CROSSROAD, TURN LEFT, NORTH AND GO 0.6 MILE TO A T-ROAD
 JD2736'EAST AND GATE ON THE WEST, TURN LEFT THROUGH GATE AND BEAR
 JD2736'RIGHT UP THE HILL FOR 0.1 MILE AND STATION AS DESCRIBED.
 JD2736'
 JD2736'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH 0.1 MILE TO
 JD2736'WIRE GATE AND T-ROAD, GO EAST FOR 0.3 MILE TO WHERE GRADED ROAD
 JD2736'TURNS LEFT AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 JD2736'
 JD2736'A 74 FOOT SIGNAL AT LOWRY IS VISIBLE AT 20.0 FEET.
 JD2736'
 JD2736'A 74 FOOT SIGNAL AT GERMAN IS VISIBLE AT 37.0 FEET.
 JD2736'
 JD2736'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JD2736
 JD2736                          STATION RECOVERY (1963)
 JD2736
 JD2736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JD2736'THE STATION MARK AND REFERENCE MARK NO 2 WAS RECOVERED AND FOUND
 JD2736'IN GOOD CONDITION.  A NEW AZIMUTH MARK AND REFERENCE MARK NO 1
 JD2736'WAS ESTABLISHED.  DUE TO CHANGES IN ROADS A NEW TO REACH FOLLOWS.
 JD2736'
 JD2736'TO REACH FROM THE M.K.T. RAILROAD CROSSING AND DEPOT IN MONTROSE,
 JD2736'GO NORTH ON COUNTY ROAD H H FOR 0.8 MILE TO A CROSSROAD, TURN
 JD2736'RIGHT AND GO EAST ON COUNTY ROAD FOR 0.5 MILE TO A SHARP CURVE,
 JD2736'TURN LEFT AND GO NORTH ON COUNTY ROAD FOR 1.0 MILE TO A
 JD2736'T-INTERSECTION, TURN RIGHT AND GO EAST ON COUNTY ROAD H H FOR
 JD2736'2.0 MILES TO END OF PAVED ROAD AND A SIDE ROAD LEFT, TURN LEFT
 JD2736'AND GO NORTH ON TRACK ROAD FOR 0.35 MILE TO THE AZIMUTH MARK
 JD2736'ON THE LEFT, CONTINUE NORTH FOR 0.15 MILE TO A GATE ON THE
 JD2736'LEFT, TURN LEFT PASS THROUGH GATE AND GO NORTHWEST ON TRACK
 JD2736'ROAD FOR 0.1 MILE TO END OF TIMBER AND STATION ON RIGHT.
 JD2736'
 JD2736'THE STATION MARK IS A STANDARD DISK, STAMPED MONTROSE 1948, SET
 JD2736'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JD2736'3-INCHES.  IT IS 48 FEET EAST OF THE CENTER OF A TRACK ROAD, 11 FEET
 JD2736'WEST OF THE WEST EDGE OF A CULTIVATED FIELD AND 4.7 FEET WEST OF
 JD2736'A WITNESS POST.
 JD2736'
 JD2736'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED MONTROSE NO 3
 JD2736'1948 1962, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JD2736'PROJECTING 3-INCHES.  IT IS 129 FEET EAST OF THE CENTER OF THE
 JD2736'TRACK ROAD, 78 FEET EAST SOUTHEAST OF THE WITNESS POST AND 9
 JD2736'FEET EAST OF THE EAST EDGE OF THE CULTIVATED FIELD.
 JD2736'
 JD2736'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MONTROSE 1948 1962,
 JD2736'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JD2736'2-INCHES.  IT IS 20 FEET WEST OF THE CENTER OF A TRACK ROAD,
 JD2736'1.5 FEET SOUTHWEST OF A WITNESS POST AND .05 FEET WEST OF A
 JD2736'FENCE.
 JD2736
 JD2736                          STATION RECOVERY (1978)
 JD2736
 JD2736'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1978 (KM)
 JD2736'MONTROSE 1948 GOOD
 JD2736'
 JD2736'RM 2 AND 3 GOOD
 JD2736'
 JD2736'AZIMUTH 1948 1963 GOOD
 JD2736'
 JD2736'THE TRIANGULATION STA. IS ON LAND OWNED BY KANSAS CITY POWER
 JD2736'AND LIGHT COMPANY.  THE AZIMUTH MARK IS ON LAND OWNED BY
 JD2736'PEABODY COAL COMPANY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2733 ***********************************************************************
 JD2733  DESIGNATION -  MONTROSE IMM CON CHURCH SPIRE
 JD2733  PID         -  JD2733
 JD2733  STATE/COUNTY-  MO/HENRY
 JD2733  USGS QUAD   -  MONTROSE (1981)
 JD2733
 JD2733                         *CURRENT SURVEY CONTROL
 JD2733  ___________________________________________________________________
 JD2733* NAD 83(1997)-  38 15 36.64574(N)    093 58 58.91900(W)     ADJUSTED  
 JD2733* NAVD 88     -                                                        
 JD2733  ___________________________________________________________________
 JD2733  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 JD2733  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JD2733
 JD2733  HORZ ORDER  -  THIRD
 JD2733
 JD2733.The horizontal coordinates were established by classical geodetic methods
 JD2733.and adjusted by the National Geodetic Survey in February 2000..
 JD2733
 JD2733
 JD2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2733
 JD2733.The geoid height was determined by GEOID03.
 JD2733
 JD2733;                    North         East     Units Scale Factor Converg.
 JD2733;SPC MO W     -   232,454.285   895,243.071   MT  0.99996638   +0 19 12.5
 JD2733;UTM  15      - 4,235,139.987   413,997.149   MT  0.99969109   -0 36 31.6
 JD2733
 JD2733                          SUPERSEDED SURVEY CONTROL
 JD2733
 JD2733  NAD 83(1997)-  38 15 36.64615(N)    093 58 58.91937(W) AD(       ) 4
 JD2733  NAD 83(1986)-  38 15 36.65506(N)    093 58 58.91672(W) AD(       ) 4
 JD2733  NAD 27      -  38 15 36.56500(N)    093 58 58.13300(W) AD(       ) 3
 JD2733
 JD2733.Superseded values are not recommended for survey control.
 JD2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2733.See file dsdata.txt to determine how the superseded data were derived.
 JD2733
 JD2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC1399735140(NAD 83)
 JD2733_MARKER: 90 = CHURCH SPIRE
 JD2733
 JD2733  HISTORY     - Date     Condition        Report By
 JD2733  HISTORY     - 1948     FIRST OBSERVED   CGS
 JD2733  HISTORY     - 20060901 GOOD             INDIV
 JD2733
 JD2733                          STATION DESCRIPTION
 JD2733
 JD2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD2733'THE STATION IS LOCATED ABOUT 0.25 MILE NORTHWEST OF THE CENTER OF
 JD2733'THE BUSINESS DISTRICT AND 100 FEET NORTHWEST OF THE CENTER OF
 JD2733'INTERSECTION OF A CROSS STREET.  IT IS A FOUR SIDED SPIRE ON THE
 JD2733'TOP OF A BELL TOWER AND HAS A CROSS AT THE APEX OF THE SPIRES
 JD2733'ROOF.  IT HAS AN OVERALL HEIGHT OF 90 FEET AND THE POINT
 JD2733'OBSERVED UPON WAS THE CENTER OF THE CROSS.
 JD2733
 JD2733                          STATION RECOVERY (2006)
 JD2733
 JD2733'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2734 ***********************************************************************
 JD2734  DESIGNATION -  MONTROSE MUNICIPAL TANK
 JD2734  PID         -  JD2734
 JD2734  STATE/COUNTY-  MO/HENRY
 JD2734  USGS QUAD   -  MONTROSE (1981)
 JD2734
 JD2734                         *CURRENT SURVEY CONTROL
 JD2734  ___________________________________________________________________
 JD2734* NAD 83(1997)-  38 15 34.30526(N)    093 58 51.82974(W)     ADJUSTED  
 JD2734* NAVD 88     -                                                        
 JD2734  ___________________________________________________________________
 JD2734  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 JD2734  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JD2734
 JD2734  HORZ ORDER  -  THIRD
 JD2734
 JD2734.The horizontal coordinates were established by classical geodetic methods
 JD2734.and adjusted by the National Geodetic Survey in February 2000..
 JD2734
 JD2734
 JD2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2734
 JD2734.The geoid height was determined by GEOID03.
 JD2734
 JD2734;                    North         East     Units Scale Factor Converg.
 JD2734;SPC MO W     -   232,383.087   895,415.817   MT  0.99996657   +0 19 16.8
 JD2734;UTM  15      - 4,235,066.019   414,168.671   MT  0.99969073   -0 36 27.1
 JD2734
 JD2734                          SUPERSEDED SURVEY CONTROL
 JD2734
 JD2734  NAD 83(1997)-  38 15 34.30573(N)    093 58 51.83022(W) AD(       ) 4
 JD2734  NAD 83(1986)-  38 15 34.31459(N)    093 58 51.82727(W) AD(       ) 4
 JD2734  NAD 27      -  38 15 34.22916(N)    093 58 51.01998(W) AD(       ) 3
 JD2734
 JD2734.Superseded values are not recommended for survey control.
 JD2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2734.See file dsdata.txt to determine how the superseded data were derived.
 JD2734
 JD2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC1416935066(NAD 83)
 JD2734_MARKER: 51 = TANK
 JD2734
 JD2734  HISTORY     - Date     Condition        Report By
 JD2734  HISTORY     - 1963     FIRST OBSERVED   CGS
 JD2734  HISTORY     - 20060901 GOOD             INDIV
 JD2734
 JD2734                          STATION DESCRIPTION
 JD2734
 JD2734'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JD2734'OBLONG OVAL ELEVATED WATER TANK ON 4 STEEL LEGS.  PAINTED SILVER WITH
 JD2734'HEAVY RUSTING OVERALL. THE WORD MONTROSE IS PAINTED IN BLACK ON THE
 JD2734'SOUTH SIDE OF THE TANK.
 JD2734' 
 JD2734'LOCATED ON THE EAST SIDE OF MISSOURI AVENUE BETWEEN SIXTH STREET AND
 JD2734'THE EASTERLY EXTENDED LINE OF FIFTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2735 ***********************************************************************
 JD2735  DESIGNATION -  MONTROSE STA KC PWR LT W STACK
 JD2735  PID         -  JD2735
 JD2735  STATE/COUNTY-  MO/HENRY
 JD2735  USGS QUAD   -  MONTROSE (1981)
 JD2735
 JD2735                         *CURRENT SURVEY CONTROL
 JD2735  ___________________________________________________________________
 JD2735* NAD 83(1997)-  38 18 39.20525(N)    093 56 04.08803(W)     ADJUSTED  
 JD2735* NAVD 88     -                                                        
 JD2735  ___________________________________________________________________
 JD2735  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 JD2735  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JD2735
 JD2735  HORZ ORDER  -  THIRD
 JD2735
 JD2735.The horizontal coordinates were established by classical geodetic methods
 JD2735.and adjusted by the National Geodetic Survey in February 2000..
 JD2735
 JD2735
 JD2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2735
 JD2735.The geoid height was determined by GEOID03.
 JD2735
 JD2735;                    North         East     Units Scale Factor Converg.
 JD2735;SPC MO W     -   238,107.895   899,458.837   MT  0.99997129   +0 21 02.1
 JD2735;UTM  15      - 4,240,722.895   418,302.850   MT  0.99968220   -0 34 45.6
 JD2735
 JD2735                          SUPERSEDED SURVEY CONTROL
 JD2735
 JD2735  NAD 83(1997)-  38 18 39.20629(N)    093 56 04.08844(W) AD(       ) 4
 JD2735  NAD 83(1986)-  38 18 39.21456(N)    093 56 04.08591(W) AD(       ) 4
 JD2735  NAD 27      -  38 18 39.12506(N)    093 56 03.30219(W) AD(       ) 3
 JD2735
 JD2735.Superseded values are not recommended for survey control.
 JD2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2735.See file dsdata.txt to determine how the superseded data were derived.
 JD2735
 JD2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC1830340723(NAD 83)
 JD2735_MARKER: 63 = STACK
 JD2735
 JD2735  HISTORY     - Date     Condition        Report By
 JD2735  HISTORY     - 1963     FIRST OBSERVED   CGS
 JD2735
 JD2735                          STATION DESCRIPTION
 JD2735
 JD2735'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8341 ***********************************************************************
 DF8341  DESIGNATION -  MONTSERRAT RESET
 DF8341  PID         -  DF8341
 DF8341  STATE/COUNTY-  MO/JOHNSON
 DF8341  USGS QUAD   -  KNOB NOSTER (1981)
 DF8341
 DF8341                         *CURRENT SURVEY CONTROL
 DF8341  ___________________________________________________________________
 DF8341* NAD 83(1997)-  38 48 54.33509(N)    093 37 20.89304(W)     ADJUSTED  
 DF8341* NAVD 88     -       237.1    (meters)     778.     (feet)  VERTCON   
 DF8341  ___________________________________________________________________
 DF8341  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DF8341  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DF8341
 DF8341  HORZ ORDER  -  SECOND
 DF8341
 DF8341.The horizontal coordinates were established by classical geodetic methods
 DF8341.and adjusted by the National Geodetic Survey in February 2000..
 DF8341
 DF8341.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF8341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF8341
 DF8341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8341
 DF8341.The geoid height was determined by GEOID03.
 DF8341
 DF8341;                    North         East     Units Scale Factor Converg.
 DF8341;SPC MO W     -   294,289.226   926,210.863   MT  1.00001267   +0 33 00.3
 DF8341;UTM  15      - 4,296,441.596   445,958.967   MT  0.99963596   -0 23 24.6
 DF8341
 DF8341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8341!SPC MO W     -   0.99996795  x   1.00001267  =   0.99998061
 DF8341!UTM  15      -   0.99996795  x   0.99963596  =   0.99960392
 DF8341
 DF8341|---------------------------------------------------------------------|
 DF8341| PID    Reference Object                     Distance      Geod. Az  |
 DF8341|                                                           dddmmss.s |
 DF8341| JD1875 MONTSERRAT RM 2                      13.283 METERS 00131     |
 DF8341| JD1872 Z 199 RESET                         APPROX. 0.7 KM 0914451.6 |
 DF8341| JD1873 MONTSERRAT RM 1                      11.594 METERS 09644     |
 DF8341| JD2750 WARRENSBURG CENTRAL MO COL STK      APPROX.11.7 KM 2381730.5 |
 DF8341| JD2753 WARRENSBURG JOHNSON CO CTHSE        APPROX.11.7 KM 2414112.9 |
 DF8341| DF8342 MONTSERRAT RM 3                       1.675 METERS 27146     |
 DF8341| JD1876 MO 761                                             2745640.9 |
 DF8341| DF8343 MONTSERRAT RM 4                                    35921     |
 DF8341|---------------------------------------------------------------------|
 DF8341
 DF8341                          SUPERSEDED SURVEY CONTROL
 DF8341
 DF8341  NAD 83(1997)-  38 48 54.33686(N)    093 37 20.89305(W) AD(       ) 2
 DF8341  NAD 83(1986)-  38 48 54.34316(N)    093 37 20.89242(W) AD(       ) 2
 DF8341  NGVD 29 (01/02/04)  237.0    (m)          778.     (f) VERT ANG       
 DF8341
 DF8341.Superseded values are not recommended for survey control.
 DF8341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8341.See file dsdata.txt to determine how the superseded data were derived.
 DF8341
 DF8341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC4595996442(NAD 83)
 DF8341_MARKER: DS = TRIANGULATION STATION DISK
 DF8341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8341_STAMPING: MONTSERRAT 1949 1984
 DF8341_MARK LOGO: NGS   
 DF8341_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8341+STABILITY: SURFACE MOTION
 DF8341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8341+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 DF8341
 DF8341  HISTORY     - Date     Condition        Report By
 DF8341  HISTORY     - 1984     MONUMENTED       NGS
 DF8341  HISTORY     - 20060506 GOOD             GEOCAC
 DF8341
 DF8341                          STATION DESCRIPTION
 DF8341
 DF8341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DF8341'THE UNDERGROUND STATION MARK AND BM Z 199 RESET 1950, WHICH SERVES AS
 DF8341'AZ MK 2 WERE RECOVERED IN GOOD CONDITION, HOWEVER THE UNDERGROUND MARK
 DF8341'WAS FOUND ONLY 1.0 FT (0.3 M) BELOW THE GROUND SURFACE.  B M MO 761
 DF8341'USGS WAS RECOVERED BUT NOW PROJECTS 2.5 FT (0.8 M) ABOVE THE GROUND,
 DF8341'LEANS A 30 DEGREES TO THE S, IS LOOSE IN THE GROUND AND IS OBSTRUCTED
 DF8341'BY TREES.  THIS MARK SERVES AS AZ MK 1.  THE SURFACE STATION MARK, RM
 DF8341'1 AND RM 2 HAVE BEEN DESTROYED BY GRADING OPERATIONS.  THE SURFACE
 DF8341'STATION MARK AND RMS WERE BMS ALSO.  THE HORIZONTAL POSITION OF THE
 DF8341'ORIGINAL UNDERGROUND MARK WAS HELD, THE MARK REMOVED AND A NEW
 DF8341'UNDERGROUND MARK SET 3.0 FT (0.9 M) BELOW THE EXISTING GROUND SURFACE
 DF8341'AND A NEW SURFACE MARK SET DIRECTLY OVER THIS MARK.  RM 3 AND 4 WERE
 DF8341'ALSO ESTABLISHED.  TRIGONOMETRIC LEVELING FROM BM Z 199 RESET 1950
 DF8341'INDICATE THE NEW SURFACE STATION MARK IS ABOUT 0.92 FT (28.04 CM)
 DF8341'LOWER THAN THE ORIGINAL SURFACE MARK.  THE DIRECTION TO BM Z 199 RESET
 DF8341'1950 AGREED WITH THE PUBLISHED DIRECTION, BEING 1.2 SECONDS SMALLER.
 DF8341'DUE TO THE ABOVE CHANGES, A NEW AND COMPLETE DESCRIPTION FOLLOWS.  THE
 DF8341'STATION IS LOCATED ABOUT 7 1/4 MI ENE OF WARRENSBURG, 5 MI (8.0 KM) NW
 DF8341'OF KNOB NOSTER, 3 MI (4.8 KM) N OF MONTSERRAT AND ON THE S
 DF8341'RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.  TO REACH THE STATION FROM THE
 DF8341'JUNCTION OF U.S HWY 50 AND STATE ROAD P, AT THE N EDGE OF MONTSERRAT,
 DF8341'GO N ON ROAD P FOR 2.85 MI (4.59 KM) TO THE END OF ROAD P, AN E-W
 DF8341'GRAVELED ROAD AND B M Z 199 RESET 1950, WHICH SERVES AS THE AZ MK.
 DF8341'TURN LEFT AND GO W ON THE GRAVELED ROAD FOR 0.4 MI (0.6 KM) TO THE
 DF8341'CREST OF A HILL AND THE STATION ON THE LEFT, AT A T-FENCE CORNER.
 DF8341' 
 DF8341'THE STATION IS A STANDARD NGS DISK STAMPED---MONTSERRAT 1949 1984---,
 DF8341'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 DF8341'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 69.5 FT (21.2 M)
 DF8341'E FROM THE E GATE POST OF A GATE IN THE E-W FENCE, 43.0 FT (13.1 M) W
 DF8341'FROM THE T-FENCE CORNER, 24.0 FT (7.3 M) S FROM THE CENTERLINE OF THE
 DF8341'ROAD, 3.8 FT (1.2 M) N FROM THE E-W FENCE, 2.0 NE FROM A WITNESS POST.
 DF8341'RM NO 03, IS A STANDARD NGS DISK STAMPED---MONTESSAT 1949 NO 3
 DF8341'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 DF8341'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 98.5 FT
 DF8341'(30.0 M) W FROM THE T-FENCE CORNER, 26.0 FT (7.9 M) S FROM THE
 DF8341'CENTERLINE OF THE ROAD, 14.5 FT (4.4 M) E FROM THE W GATE POST OF A
 DF8341'GATE, 1.5 FT (0.5 M) N FROM AN E-W FENCE, AND 1.0 FT (0.3 M) HIGHER
 DF8341'THAN THE STATION.  RM NO 04, IS A STANDARD NGS DISK
 DF8341'STAMPED---MONTSERRAT 1949 NO 4 1984---, SET INTO THE TOP OF A ROUND
 DF8341'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.
 DF8341'THE STATION IS LOCATED 77.5 FT (23.6 M) ESE FROM A POWERLINE POLE,
 DF8341'77.0 FT (23.5 M) NW FROM THE T-FENCE CORNER, 32.0 FT (9.8 M) N FROM
 DF8341'THE CENTERLINE OF THE ROAD, 1.0 FT (0.3 M) W FROM A WITNESS POST, AND
 DF8341'1.0 FT (0.3 M) HIGHER THAN THE STATION.  AZ MK NO 02, IS A STANDARD BM
 DF8341'DISK, STAMPED---Z 199 1945 RESET 1950---, SET INTO THE TOP OF A
 DF8341'10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES ABOVE THE
 DF8341'GROUND.  THE STATION IS LOCATED 35.0 FT (10.7 M) N FROM THE CENTERLINE
 DF8341'OF THE GRAVELED ROAD, 31.0 FT (9.4 M) W FROM THE EXTENDED CENTERLINE
 DF8341'OF ROAD P, 3.0 FT (0.9 M) W FROM A POWERLINE POLE, 10.5 FT (3.2 M) E
 DF8341'FROM A WITNESS POST.
 DF8341
 DF8341                          STATION RECOVERY (2006)
 DF8341
 DF8341'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 DF8341'FOUND THE STATION, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK IN
 DF8341'GOOD CONDITION.  THE DISTANCE LISTED IN THE 'BOX SCORE' FOR RM3 IS
 DF8341'INCORRECT.
 DF8341' 
 DF8341' 
 DF8341' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1873 ***********************************************************************
 JD1873  DESIGNATION -  MONTSERRAT RM 1
 JD1873  PID         -  JD1873
 JD1873  STATE/COUNTY-  MO/JOHNSON
 JD1873  USGS QUAD   -  KNOB NOSTER (1981)
 JD1873
 JD1873                         *CURRENT SURVEY CONTROL
 JD1873  ___________________________________________________________________
 JD1873* NAD 83(1986)-  38 48 54.     (N)    093 37 21.     (W)     SCALED    
 JD1873* NAVD 88     -       237.203  (meters)     778.22   (feet)  ADJUSTED  
 JD1873  ___________________________________________________________________
 JD1873  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1873  DYNAMIC HT  -         237.044 (meters)     777.70  (feet)  COMP
 JD1873  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 JD1873
 JD1873  VERT ORDER  -  SECOND    CLASS 0
 JD1873
 JD1873.The horizontal coordinates were scaled from a topographic map and have
 JD1873.an estimated accuracy of +/- 6 seconds.
 JD1873
 JD1873.The orthometric height was determined by differential leveling
 JD1873.and adjusted by the National Geodetic Survey in June 1991..
 JD1873
 JD1873.The geoid height was determined by GEOID03.
 JD1873
 JD1873.The dynamic height is computed by dividing the NAVD 88
 JD1873.geopotential number by the normal gravity value computed on the
 JD1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1873.degrees latitude (g = 980.6199 gals.).
 JD1873
 JD1873.The modeled gravity was interpolated from observed gravity values.
 JD1873
 JD1873;                    North         East    Units  Estimated Accuracy
 JD1873;SPC MO W     -   294,280.      926,210.      MT  (+/- 180 meters Scaled)
 JD1873
 JD1873                          SUPERSEDED SURVEY CONTROL
 JD1873
 JD1873  NGVD 29 (??/??/92)  237.113  (m)          777.93   (f) ADJ UNCH    2 0
 JD1873
 JD1873.Superseded values are not recommended for survey control.
 JD1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1873.See file dsdata.txt to determine how the superseded data were derived.
 JD1873
 JD1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC459964(NAD 83)
 JD1873_MARKER: DR = REFERENCE MARK DISK
 JD1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1873_STAMPING: MONTSERRAT NO 1 1949
 JD1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1873+STABILITY: SURFACE MOTION
 JD1873
 JD1873  HISTORY     - Date     Condition        Report By
 JD1873  HISTORY     - 1949     MONUMENTED       CGS
 JD1873  HISTORY     - 1963     GOOD             NGS
 JD1873  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 JD1873
 JD1873                          STATION DESCRIPTION
 JD1873
 JD1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1873'3.4 MI N FROM MONTSERRAT.
 JD1873'ABOUT 0.8 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 JD1873'AT MONTSERRAT, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD,
 JD1873'THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE
 JD1873'WEST ALONG A GRAVELED ROAD, 24 FEET SOUTH OF THE CENTERLINE
 JD1873'OF THE ROAD, 57.0 FEET SOUTHEAST ACROSS THE ROAD FROM R.M. 2,
 JD1873'39.0 FEET EAST OF THE STATION MARK, 1.0 FOOT NORTH OF A FENCE,
 JD1873'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 JD1873'OF A CONCRETE POST LEVEL WITH THE GROUND.
 JD1873
 JD1873                          STATION RECOVERY (2006)
 JD1873
 JD1873'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD1873'THIS WAS REPORTED DESTROYED IN 1984.  SEE DF8341 FOR ADDITIONAL
 JD1873'DETAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1875 ***********************************************************************
 JD1875  DESIGNATION -  MONTSERRAT RM 2
 JD1875  PID         -  JD1875
 JD1875  STATE/COUNTY-  MO/JOHNSON
 JD1875  USGS QUAD   -  KNOB NOSTER (1981)
 JD1875
 JD1875                         *CURRENT SURVEY CONTROL
 JD1875  ___________________________________________________________________
 JD1875* NAD 83(1986)-  38 48 54.     (N)    093 37 21.     (W)     SCALED    
 JD1875* NAVD 88     -       237.201  (meters)     778.22   (feet)  ADJUSTED  
 JD1875  ___________________________________________________________________
 JD1875  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JD1875  DYNAMIC HT  -         237.042 (meters)     777.70  (feet)  COMP
 JD1875  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 JD1875
 JD1875  VERT ORDER  -  SECOND    CLASS 0
 JD1875
 JD1875.The horizontal coordinates were scaled from a topographic map and have
 JD1875.an estimated accuracy of +/- 6 seconds.
 JD1875
 JD1875.The orthometric height was determined by differential leveling
 JD1875.and adjusted by the National Geodetic Survey in June 1991..
 JD1875
 JD1875.The geoid height was determined by GEOID03.
 JD1875
 JD1875.The dynamic height is computed by dividing the NAVD 88
 JD1875.geopotential number by the normal gravity value computed on the
 JD1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1875.degrees latitude (g = 980.6199 gals.).
 JD1875
 JD1875.The modeled gravity was interpolated from observed gravity values.
 JD1875
 JD1875;                    North         East    Units  Estimated Accuracy
 JD1875;SPC MO W     -   294,280.      926,210.      MT  (+/- 180 meters Scaled)
 JD1875
 JD1875                          SUPERSEDED SURVEY CONTROL
 JD1875
 JD1875  NGVD 29 (??/??/92)  237.111  (m)          777.92   (f) ADJ UNCH    2 0
 JD1875
 JD1875.Superseded values are not recommended for survey control.
 JD1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1875.See file dsdata.txt to determine how the superseded data were derived.
 JD1875
 JD1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC459964(NAD 83)
 JD1875_MARKER: DR = REFERENCE MARK DISK
 JD1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1875_STAMPING: MONTSERRAT NO 2 1949
 JD1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1875+STABILITY: SURFACE MOTION
 JD1875
 JD1875  HISTORY     - Date     Condition        Report By
 JD1875  HISTORY     - 1949     MONUMENTED       CGS
 JD1875  HISTORY     - 1963     GOOD             NGS
 JD1875  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 JD1875
 JD1875                          STATION DESCRIPTION
 JD1875
 JD1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1875'3.4 MI N FROM MONTSERRAT.
 JD1875'ABOUT 0.8 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 JD1875'AT MONTSERRAT, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD,
 JD1875'THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE
 JD1875'WEST ALONG A GRAVELED ROAD, 21 FEET NORTH OF THE CENTERLINE
 JD1875'OF THE GRAVELED ROAD, 57.0 FEET NORTHWEST ACROSS THE ROAD FROM
 JD1875'R.M 1, 42.0 FEET NORTH ACROSS THE ROAD FROM THE STATION MARK,
 JD1875'1 FOOT SOUTH OF A FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JD1875'ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 JD1875'GROUND.
 JD1875
 JD1875                          STATION RECOVERY (2006)
 JD1875
 JD1875'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JD1875'THIS WAS REPORTED DESTROYED IN 1984.  SEE DF8341 FOR ADDITIONAL
 JD1875'DETAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1449 ***********************************************************************
 JC1449  DESIGNATION -  MONTY
 JC1449  PID         -  JC1449
 JC1449  STATE/COUNTY-  MO/MONTGOMERY
 JC1449  USGS QUAD   -  NEW FLORENCE (1973)
 JC1449
 JC1449                         *CURRENT SURVEY CONTROL
 JC1449  ___________________________________________________________________
 JC1449* NAD 83(1997)-  38 58 47.71014(N)    091 27 11.68885(W)     ADJUSTED  
 JC1449* NAVD 88     -       251.4    (meters)     825.     (feet)  VERTCON   
 JC1449  ___________________________________________________________________
 JC1449  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 JC1449  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JC1449
 JC1449  HORZ ORDER  -  SECOND
 JC1449
 JC1449.The horizontal coordinates were established by classical geodetic methods
 JC1449.and adjusted by the National Geodetic Survey in February 2000..
 JC1449
 JC1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1449
 JC1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1449
 JC1449.The geoid height was determined by GEOID03.
 JC1449
 JC1449;                    North         East     Units Scale Factor Converg.
 JC1449;SPC MO E     -   349,633.925   167,405.016   MT  1.00001731   -0 35 58.8
 JC1449;UTM  15      - 4,315,685.968   633,977.345   MT  0.99982103   +0 58 23.3
 JC1449
 JC1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1449!SPC MO E     -   0.99996561  x   1.00001731  =   0.99998292
 JC1449!UTM  15      -   0.99996561  x   0.99982103  =   0.99978664
 JC1449
 JC1449|---------------------------------------------------------------------|
 JC1449| PID    Reference Object                     Distance      Geod. Az  |
 JC1449|                                                           dddmmss.s |
 JC1449| CN7505 MONTY RM 1                           32.284 METERS 08856     |
 JC1449| JC1450 SCHOOL AZ MK                        APPROX. 4.5 KM 2084220.9 |
 JC1449| JC1448 MONTGOMERY CITY SE MUN TANK         APPROX. 3.9 KM 2535446.6 |
 JC1449| JC1536 MONTGOMERY CITY NW MUN TANK         APPROX. 5.1 KM 2722158.8 |
 JC1449| CN7506 MONTY RM 2                           75.289 METERS 27342     |
 JC1449|---------------------------------------------------------------------|
 JC1449
 JC1449                          SUPERSEDED SURVEY CONTROL
 JC1449
 JC1449  NAD 83(1997)-  38 58 47.72649(N)    091 27 11.68825(W) AD(       ) 2
 JC1449  NAD 83(1986)-  38 58 47.72959(N)    091 27 11.69066(W) AD(       ) 2
 JC1449  NAD 27      -  38 58 47.58477(N)    091 27 11.11435(W) AD(       ) 2
 JC1449  NGVD 29 (07/19/86)  251.4    (m)          825.     (f) VERT ANG       
 JC1449
 JC1449.Superseded values are not recommended for survey control.
 JC1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1449.See file dsdata.txt to determine how the superseded data were derived.
 JC1449
 JC1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD3397715686(NAD 83)
 JC1449_MARKER: DD = SURVEY DISK
 JC1449_SETTING: 0 = UNSPECIFIED SETTING
 JC1449
 JC1449  HISTORY     - Date     Condition        Report By
 JC1449  HISTORY     - 1970     MONUMENTED       USGS
 JC1449
 JC1449                          STATION DESCRIPTION
 JC1449
 JC1449'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1449'THE STATION IS LOCATED ABOUT 3 MI E. OF MONTGOMERY CITY, IN THE
 JC1449'NE. QUARTER OF SEC. 34, T. 49 N., R. 5 W., NEAR THE RIGHT-OF-WAY
 JC1449'OF STATE HWY. 161, ON LAND MANAGED BY MR. W. D. ANSON AND ACROSS
 JC1449'THE HWY. FROM MR. ANSONS HOUSE.
 JC1449'
 JC1449'TO REACH THE STATION FROM THE POST OFFICE AT MONTGOMERY CITY, DRIVE
 JC1449'S. ON STATE HWY. 19 FOR ONE BLOCK TO JCT. OF STATE HWY. 161, TURN
 JC1449'LEFT AND DRIVE E. ON STATE HWY. 161 FOR 3.0 MI TO THE STATION ON
 JC1449'THE RIGHT.
 JC1449'
 JC1449'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED MONTY
 JC1449'1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN THE
 JC1449'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION MARK IS
 JC1449'4 IN. BELOW GROUND.  REFERENCE MARKS ARE FLUSH WITH GROUND.
 JC1449'
 JC1449'STATION MARK IS 38 FT S. OF THE CENTER OF THE HWY., 109 FT
 JC1449'W.-SW. OF JCT. OF A DRIVE N. TO THE HOUSE, 10.4 FT SW. OF A POWER
 JC1449'LINE POLE WITH TRANSFORMER AND 8.7 FT SW. OF A METAL WITNESS POST.
 JC1449'
 JC1449'REFERENCE MARK 1 IS 105.92 FT (32.284 M.) E. OF STATION, 31 FT
 JC1449'S. OF THE CENTER OF THE HWY. AT THE DRIVE N. TO HOUSE AND 24 FT
 JC1449'E. OF A TELEPHONE JCT. BOX.
 JC1449'
 JC1449'REFERENCE MARK 2 IS 247.01 FT (75.289 M.) W. OF STATION, 32 FT
 JC1449'S. OF THE CENTER OF THE HWY., 154 FT E. OF A N.-S. FENCE LINE AND
 JC1449'8 FT E. OF A POWER LINE POLE.
 JC1449'
 JC1449'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 352.60 FT
 JC1449'(107.473 M.)
 JC1449'
 JC1449'ET STATION SCHOOL 1970 AZIMUTH MARK HAS DISTANCE AND AZIMUTH
 JC1449'MEASURED FROM STATION AND IS INTERVISIBLE FROM GROUND.  ALSO
 JC1449'TWO MUNICIPAL WATER TANKS INTERSECTED IN MONTGOMERY CITY ARE
 JC1449'VISIBLE FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0898 ***********************************************************************
 GE0898  DESIGNATION -  MOODY
 GE0898  PID         -  GE0898
 GE0898  STATE/COUNTY-  MO/HOWELL
 GE0898  USGS QUAD   -  VIOLA (1984)
 GE0898
 GE0898                         *CURRENT SURVEY CONTROL
 GE0898  ___________________________________________________________________
 GE0898* NAD 83(1997)-  36 29 55.41794(N)    091 58 35.55495(W)     ADJUSTED  
 GE0898* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 GE0898  ___________________________________________________________________
 GE0898  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GE0898  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GE0898
 GE0898  HORZ ORDER  -  THIRD
 GE0898
 GE0898.The horizontal coordinates were established by classical geodetic methods
 GE0898.and adjusted by the National Geodetic Survey in February 2000..
 GE0898
 GE0898.The orthometric height was scaled from a topographic map.
 GE0898
 GE0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0898
 GE0898.The geoid height was determined by GEOID03.
 GE0898
 GE0898;                    North         East     Units Scale Factor Converg.
 GE0898;SPC MO C     -    73,955.989   546,894.919   MT  0.99996042   +0 18 40.9
 GE0898;SPC AR N     -   240,246.770   402,101.702   MT  1.00006325   +0 00 49.1
 GE0898;SPC AR N     -   788,209.61  1,319,228.67   sFT  1.00006325   +0 00 49.1
 GE0898;UTM  15      - 4,039,753.859   591,658.897   MT  0.99970351   +0 36 31.7
 GE0898
 GE0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0898!SPC MO C     -   0.99995581  x   0.99996042  =   0.99991623
 GE0898!SPC AR N     -   0.99995581  x   1.00006325  =   1.00001905
 GE0898!UTM  15      -   0.99995581  x   0.99970351  =   0.99965933
 GE0898
 GE0898|---------------------------------------------------------------------|
 GE0898| PID    Reference Object                     Distance      Geod. Az  |
 GE0898|                                                           dddmmss.s |
 GE0898| CI2552 MOODY RM 2                           15.737 METERS 01051     |
 GE0898| CI2551 MOODY RM 1                           19.328 METERS 06238     |
 GE0898| CI2550 MOODY AZ MK                                        2710811.8 |
 GE0898|---------------------------------------------------------------------|
 GE0898
 GE0898                          SUPERSEDED SURVEY CONTROL
 GE0898
 GE0898  NAD 83(1997)-  36 29 55.42035(N)    091 58 35.55586(W) AD(       ) 3
 GE0898  NAD 83(1986)-  36 29 55.42673(N)    091 58 35.55508(W) AD(       ) 3
 GE0898  NAD 27      -  36 29 55.18800(N)    091 58 35.00700(W) AD(       ) 3
 GE0898
 GE0898.Superseded values are not recommended for survey control.
 GE0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0898.See file dsdata.txt to determine how the superseded data were derived.
 GE0898
 GE0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA9165939754(NAD 83)
 GE0898_MARKER: DS = TRIANGULATION STATION DISK
 GE0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GE0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0898+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 GE0898
 GE0898  HISTORY     - Date     Condition        Report By
 GE0898  HISTORY     - 1953     MONUMENTED       CGS
 GE0898  HISTORY     - 20060201 GOOD             MODNR
 GE0898
 GE0898                          STATION DESCRIPTION
 GE0898
 GE0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 GE0898'THE STATION IS IN SEC. 7, T 21 N, R 9 W, 2-1/2 MILES
 GE0898'SOUTH-SOUTHEAST OF MOODY, 35 YARDS NORTH OF THE MISSOURI-ARKANSAS
 GE0898'STATE LINE, 0.4 MILE EAST OF STATE HIGHWAY 11, 18 FEET SOUTHWEST
 GE0898'OF A 12-INCH TRIANGULAR BLAZED OAK TREE, AND 4 FEET WEST
 GE0898'OF A 4 IN X 4 IN WITNESS POST.
 GE0898'
 GE0898'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GE0898'MOODY 1953.
 GE0898'
 GE0898'TO REACH THE STATION FROM THE POST OFFICE IN MOODY, GO SOUTH
 GE0898'ON COUNTY ROAD E FOR 1.7 MILES TO A CROSS ROAD, TURN LEFT
 GE0898'AND GO EAST ON A GRAVEL ROAD FOR 0.7 MILE TO A T-INTERSECTION,
 GE0898'TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO A HOUSE ON THE
 GE0898'LEFT, TURN RIGHT ON A DIM TRACK ROAD AND GO FOR 0.25 MILE,
 GE0898'THEN TURN LEFT AND GO THROUGH TIMBER FOR 0.1 MILE TO THE
 GE0898'TOP OF RIDGE AND THE STATION AS DESCRIBED.
 GE0898'
 GE0898'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GE0898'MOODY NO 1 1953.
 GE0898'
 GE0898'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GE0898'MOODY NO 2 1953.
 GE0898'
 GE0898'THE AZIMUTH MARK IS 175 FEET NORTHWEST OF A SERVICE STATION, 43
 GE0898'FEET WEST OF STATE HIGHWAY 11, 75 FEET NORTH OF THE
 GE0898'MISSOURI-ARKANSAS STATE LINE, 18 FEET EAST OF A RAIL FENCE,
 GE0898'AND 4 FEET SOUTH OF A 4 IN X 4 IN WITNESS POST.  THE MARK
 GE0898'PROJECTS 4 INCHES AND THE DISK IS STAMPED MOODY 1953.
 GE0898'
 GE0898'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 GE0898
 GE0898                          STATION RECOVERY (2006)
 GE0898
 GE0898'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (RWR)
 GE0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1289 ***********************************************************************
 KD1289  DESIGNATION -  MOORESVILLE
 KD1289  PID         -  KD1289
 KD1289  STATE/COUNTY-  MO/LIVINGSTON
 KD1289  USGS QUAD   -  SAMPSEL (1984)
 KD1289
 KD1289                         *CURRENT SURVEY CONTROL
 KD1289  ___________________________________________________________________
 KD1289* NAD 83(1997)-  39 45 03.87912(N)    093 43 21.02368(W)     ADJUSTED  
 KD1289* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 KD1289  ___________________________________________________________________
 KD1289  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 KD1289  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KD1289
 KD1289  HORZ ORDER  -  SECOND
 KD1289
 KD1289.The horizontal coordinates were established by classical geodetic methods
 KD1289.and adjusted by the National Geodetic Survey in February 2000..
 KD1289
 KD1289.The orthometric height was scaled from a topographic map.
 KD1289
 KD1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1289
 KD1289.The geoid height was determined by GEOID03.
 KD1289
 KD1289;                    North         East     Units Scale Factor Converg.
 KD1289;SPC MO C     -   435,526.634   395,232.888   MT  1.00006842   -0 46 54.5
 KD1289;SPC MO W     -   398,120.206   916,630.071   MT  0.99999581   +0 29 49.9
 KD1289;UTM  15      - 4,400,379.416   438,103.396   MT  0.99964717   -0 27 43.3
 KD1289
 KD1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1289!SPC MO C     -   0.99996072  x   1.00006842  =   1.00002914
 KD1289!SPC MO W     -   0.99996072  x   0.99999581  =   0.99995653
 KD1289!UTM  15      -   0.99996072  x   0.99964717  =   0.99960790
 KD1289
 KD1289:                Primary Azimuth Mark                     Grid Az
 KD1289:SPC MO C     -  MOORESVILLE AZ MK                        180 36 17.8
 KD1289:SPC MO W     -  MOORESVILLE AZ MK                        179 19 33.4
 KD1289:UTM  15      -  MOORESVILLE AZ MK                        180 17 06.6
 KD1289
 KD1289|---------------------------------------------------------------------|
 KD1289| PID    Reference Object                     Distance      Geod. Az  |
 KD1289|                                                           dddmmss.s |
 KD1289| CL9097 MOORESVILLE AZ MK                                  1794923.3 |
 KD1289| CL9098 MOORESVILLE RM 1                     39.021 METERS 18603     |
 KD1289| CL9099 MOORESVILLE RM 2                     29.453 METERS 27536     |
 KD1289|---------------------------------------------------------------------|
 KD1289
 KD1289                          SUPERSEDED SURVEY CONTROL
 KD1289
 KD1289  NAD 83(1997)-  39 45 03.88005(N)    093 43 21.02489(W) AD(       ) 2
 KD1289  NAD 83(1997)-  39 45 03.88108(N)    093 43 21.02764(W) AD(       ) 2
 KD1289  NAD 83(1986)-  39 45 03.88279(N)    093 43 21.02636(W) AD(       ) 2
 KD1289  NAD 27      -  39 45 03.83490(N)    093 43 20.25630(W) AD(       ) 2
 KD1289
 KD1289.Superseded values are not recommended for survey control.
 KD1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1289.See file dsdata.txt to determine how the superseded data were derived.
 KD1289
 KD1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE3810300379(NAD 83)
 KD1289_MARKER: DS = TRIANGULATION STATION DISK
 KD1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1289
 KD1289  HISTORY     - Date     Condition        Report By
 KD1289  HISTORY     - 1948     MONUMENTED       CGS
 KD1289  HISTORY     - 1964     GOOD             CGS
 KD1289  HISTORY     - 1974     GOOD             USGS
 KD1289
 KD1289                          STATION DESCRIPTION
 KD1289
 KD1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 KD1289'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE RAILROAD
 KD1289'STATION IN MOORESVILLE ON THE NORTH RIGHT-OF-WAY OF A GRAVELED
 KD1289'ROAD.  IT IS 30 FEET NORTHEAST OF THE CENTER OF THE GRAVELED
 KD1289'ROAD WHERE IT MAKES A LEFT TURN AND 12 FEET SOUTHWEST OF
 KD1289'A FENCE CORNER.  IT IS STAMPED MOORESVILLE 1948 AND PROJECTS
 KD1289'2 INCHES.
 KD1289'
 KD1289'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 20 FEET WEST
 KD1289'OF THE CENTER OF THE GRAVELED ROAD, 2 FEET NORTH OF TELEPHONE
 KD1289'POLE AND 1 FOOT EAST OF FENCE LINE.  IT IS STAMPED MOORESVILLE
 KD1289'NO 1 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 KD1289'
 KD1289'REFERENCE MARK NO 2 IS WEST OF THE STATION, 22 FEET SOUTH
 KD1289'OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT NORTH OF FENCE
 KD1289'LINE.  IT IS STAMPED MOORESVILLE NO 2 1948 AND SET FLUSH
 KD1289'WITH THE GROUND SURFACE.
 KD1289'
 KD1289'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION,
 KD1289'16 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 16 FEET
 KD1289'EAST OF FENCE CORNER, 45 FEET NORTH OF THE NORTH RAIL OF
 KD1289'THE RAILROAD TRACKS AND 3 FEET NORTH OF TELEPHONE POLE.  IT
 KD1289'IS STAMPED MOORESVILLE 1948 AND PROJECTS 3 INCHES.
 KD1289'
 KD1289'TO REACH THE STATION FROM THE RAILROAD STATION IN MOORESVILLE,
 KD1289'GO WEST ON GRAVELED ROAD ON SOUTH SIDE OF TRACKS FOR 0.35
 KD1289'MILE TO CROSSROAD, TURN RIGHT CROSS RAILROAD TRACK AND GO
 KD1289'NORTH FOR ABOUT 50 FEET TO THE AZIMUTH MARK ON THE WEST
 KD1289'SIDE NEAR TELEPHONE POLE AS DESCRIBED, CONTINUE NORTH ON
 KD1289'GRAVELED ROAD FOR 0.3 MILE TO WHERE ROAD MAKES A LEFT TURN
 KD1289'AND STATION JUST NORTHEAST AS DESCRIBED.
 KD1289'
 KD1289'AN 87 FOOT SIGNAL AT STATION NETTLETON IS VISIBLE AT 64 FEET.
 KD1289'
 KD1289'AN 87 FOOT SIGNAL AT STATION JAMESPORT IS VISIBLE AT 64 FEET.
 KD1289'
 KD1289'AN 87 FOOT SIGNAL AT STATION PINKLEY IS VISIBLE AT 64 FEET.
 KD1289'
 KD1289'A 12 FOOT SIGNAL AT STATION LOCK IS VISIBLE AT 64 FEET.
 KD1289'
 KD1289'A 4 FOOT SIGNAL AT STATION SAMPSEL IS VISIBLE AT 64 FEET.
 KD1289'
 KD1289'A 74 FOOT SIGNAL AT STATION GREEN IS VISIBLE AT 64 FEET.
 KD1289'
 KD1289'A 74 FOOT SIGNAL AT STATION CHILLICOTHE IS VISIBLE AT 64 FEET.
 KD1289'
 KD1289'A 74 FOOT SIGNAL AT STATION SWAIN IS VISIBLE AT 77 FEET.
 KD1289'
 KD1289'AN 87 FOOT SIGNAL AT STATION STURGES IS VISIBLE AT 64 FEET.
 KD1289'
 KD1289'AN 87 FOOT SIGNAL AT STATION MOUND IS VISIBLE AT 64 FEET.
 KD1289'
 KD1289'A 100 FOOT SIGNAL AT STATION BRAYMER IS VISIBLE AT 64 FEET.
 KD1289'
 KD1289'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KD1289
 KD1289                          STATION RECOVERY (1964)
 KD1289
 KD1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KD1289'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KD1289'FOUND IN GOOD CONDITION.  THE STATION MARK IS FLUSH WITH
 KD1289'THE GROUND AND THE MARK IS 1 FOOT SOUTH OF A NEW STEEL WITNESS
 KD1289'POST.  THE 1948 DESCRIPTION IS ADEQUATE EXCEPT FOR THE AZIMUTH
 KD1289'MARK.  THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION,
 KD1289'49 FEET NORTH-NORTHEAST OF THE NORTH RAIL OF THE CB AND
 KD1289'Q RAILROAD TRACKS, 17 FEET EAST OF THE END CONCRETE POST
 KD1289'IN THE RAILROAD RIGHT-OF-WAY FENCE, 16 FEET WEST OF THE
 KD1289'CENTER OF NORTH-SOUTH GRAVEL ROAD, 3 FEET EAST OF A POWER
 KD1289'AND 1 FOOT NORTH OF A NEW STEEL POST WITH WITNESS SIGN.  THE
 KD1289'MARK IS FLUSH WITH THE LEVEL OF THE GROUND AND THE DISK
 KD1289'IS STAMPED MOORESVILLE 1948.
 KD1289'
 KD1289'THE STATION MARK IS LOCATED ALONG THE WEST SIDE OF SEC. 16,
 KD1289'T 57 N., R 25 W.
 KD1289
 KD1289                          STATION RECOVERY (1974)
 KD1289
 KD1289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 KD1289'STA. MK., RM 1 AND 2, AND AZ. MK. FOUND AS DESCRIBED EXCEPT--
 KD1289'
 KD1289'RM NO. 1 ARROW IS POINTING NW INSTEAD OF NNE (ABOUT 45 DEG. OFF).
 KD1289'
 KD1289'RM NO. 2 ARROW IS POINTING SW INSTEAD OF E (ABOUT 135 DEG. OFF).
 KD1289'
 KD1289'DIRECTION AND DISTANCE ABOUT 0.5 MILE NORTHWEST OF THE RAILROAD
 KD1289'STATION IN MOORESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1002 ***********************************************************************
 JD1002  DESIGNATION -  MORA
 JD1002  PID         -  JD1002
 JD1002  STATE/COUNTY-  MO/BENTON
 JD1002  USGS QUAD   -  IONIA (1973)
 JD1002
 JD1002                         *CURRENT SURVEY CONTROL
 JD1002  ___________________________________________________________________
 JD1002* NAD 83(1997)-  38 32 06.03127(N)    093 15 53.91343(W)     ADJUSTED  
 JD1002* NAVD 88     -       312.665  (meters)    1025.80   (feet)  ADJUSTED  
 JD1002  ___________________________________________________________________
 JD1002  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 JD1002  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1002  DYNAMIC HT  -         312.444 (meters)    1025.08  (feet)  COMP
 JD1002  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 JD1002
 JD1002  HORZ ORDER  -  SECOND
 JD1002  VERT ORDER  -  SECOND    CLASS 0
 JD1002
 JD1002.The horizontal coordinates were established by classical geodetic methods
 JD1002.and adjusted by the National Geodetic Survey in February 2000..
 JD1002
 JD1002.The orthometric height was determined by differential leveling
 JD1002.and adjusted by the National Geodetic Survey in June 1991..
 JD1002
 JD1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD1002
 JD1002.The geoid height was determined by GEOID03.
 JD1002
 JD1002.The dynamic height is computed by dividing the NAVD 88
 JD1002.geopotential number by the normal gravity value computed on the
 JD1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1002.degrees latitude (g = 980.6199 gals.).
 JD1002
 JD1002.The modeled gravity was interpolated from observed gravity values.
 JD1002
 JD1002;                    North         East     Units Scale Factor Converg.
 JD1002;SPC MO C     -   300,092.446   433,305.342   MT  0.99998809   -0 28 35.7
 JD1002;UTM  15      - 4,265,211.326   476,905.830   MT  0.99960657   -0 09 54.3
 JD1002
 JD1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD1002!SPC MO C     -   0.99995607  x   0.99998809  =   0.99994416
 JD1002!UTM  15      -   0.99995607  x   0.99960657  =   0.99956265
 JD1002
 JD1002:                Primary Azimuth Mark                     Grid Az
 JD1002:SPC MO C     -  SEDALIA MUNICIPAL TANK                   010 26 15.7
 JD1002:UTM  15      -  SEDALIA MUNICIPAL TANK                   010 07 34.3
 JD1002
 JD1002|---------------------------------------------------------------------|
 JD1002| PID    Reference Object                     Distance      Geod. Az  |
 JD1002|                                                           dddmmss.s |
 JD1002| JD2653 SEDALIA MUNICIPAL TANK              APPROX.19.7 KM 0095740.0 |
 JD1002| JD2647 SEDALIA CITY LT TRACT CO STACK      APPROX.19.1 KM 0110607.6 |
 JD1002| JD1001 MORA RM 1                            26.211 METERS 04600     |
 JD1002| JD2679 ST JOHNS LUTHERAN CHURCH SPIRE      APPROX. 4.3 KM 1622144.3 |
 JD1002| JD2699 IMMANUEL EVAN LUTHERAN CHURCH       APPROX.13.2 KM 2243635.1 |
 JD1002| JD1000 MORA AZ MK                                         2445229.5 |
 JD1002| JD1005 T 259 RESET                         APPROX. 0.5 KM 2833210.3 |
 JD1002| JD1003 MORA RM 2                            30.349 METERS 30744     |
 JD1002|---------------------------------------------------------------------|
 JD1002
 JD1002                          SUPERSEDED SURVEY CONTROL
 JD1002
 JD1002  NAD 83(1997)-  38 32 06.03710(N)    093 15 53.91277(W) AD(       ) 2
 JD1002  NAD 83(1986)-  38 32 06.04066(N)    093 15 53.91345(W) AD(       ) 2
 JD1002  NAD 27      -  38 32 05.97151(N)    093 15 53.17281(W) AD(       ) 2
 JD1002  NGVD 29 (??/??/92)  312.546  (m)         1025.41   (f) ADJ UNCH    2 0
 JD1002
 JD1002.Superseded values are not recommended for survey control.
 JD1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1002.See file dsdata.txt to determine how the superseded data were derived.
 JD1002
 JD1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC7690665211(NAD 83)
 JD1002_MARKER: DS = TRIANGULATION STATION DISK
 JD1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1002_STAMPING: MORA 1948
 JD1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1002+STABILITY: SURFACE MOTION
 JD1002
 JD1002  HISTORY     - Date     Condition        Report By
 JD1002  HISTORY     - 1948     MONUMENTED       CGS
 JD1002  HISTORY     - 1963     GOOD             CGS
 JD1002  HISTORY     - 1963     GOOD             NGS
 JD1002  HISTORY     - 1974     GOOD             NGS
 JD1002  HISTORY     - 1974     GOOD             NGS
 JD1002
 JD1002                          STATION DESCRIPTION
 JD1002
 JD1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JD1002'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTH OF SEDALIA,
 JD1002'2.5 MILES WEST OF THE VILLAGE OF MORA AND 0.4 MILE EAST OF
 JD1002'THE JUNCTION OF U.S. HIGHWAY 65 AND STATE ROUTE 52 ON LAND
 JD1002'OWNED BY MR. H. REGAN.  IT IS ABOUT 0.1 MILE NORTH OF THE
 JD1002'REGAN FARM HOUSE, 46 FEET SOUTH OF THE CENTER OF EAST-WEST
 JD1002'ROAD, 30 FEET WEST OF DRIVEWAY, 34 FEET SOUTH-SOUTHWEST OF FENCE
 JD1002'CORNER AND 30 FEET SOUTH-SOUTHEAST OF WITNESS POST.  IT IS
 JD1002'STAMPED MORA 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JD1002'
 JD1002'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 14 FEET
 JD1002'NORTH OF THE CENTER OF EAST-WEST ROAD AND 3 FEET EAST OF
 JD1002'TELEPHONE POLE.  IT IS STAMPED MORA NO 1 1948 AND PROJECTS
 JD1002'6 INCHES.
 JD1002'
 JD1002'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 14 FEET
 JD1002'NORTH OF THE CENTER OF THE EAST-WEST ROAD IN OLD FENCE
 JD1002'LINE.  IT IS STAMPED MORA NO 2 1948 AND PROJECTS 6 INCHES.
 JD1002'
 JD1002'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHWEST OF THE STATION,
 JD1002'36 FEET WEST OF THE CENTER OF U.S. HIGHWAY 65, 3 FEET NORTH
 JD1002'OF WITNESS POST AND 1 FOOT EAST OF FENCE LINE.  IT IS STAMPED
 JD1002'MORA 1948 AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION,
 JD1002'GO WEST FOR 0.4 MILE TO HIGHWAY 65, TURN LEFT AND GO SOUTH
 JD1002'FOR 0.2 MILE TO THE MARK ON THE WEST SIDE AS DESCRIBED.
 JD1002'
 JD1002'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 AND
 JD1002'STATE ROUTE 52 ABOUT 13 MILES SOUTH OF SEDALIA, GO EAST ON
 JD1002'GRAVELED ROAD FOR 0.4 MILE TO DRIVEWAY RIGHT AND STATION
 JD1002'THE RIGHT JUST SOUTHWEST OF FENCE CORNER AS DESCRIBED.
 JD1002'
 JD1002'A 100 FOOT SIGNAL AT STATION SCHNACKENBURG 1882, 1928, ECC IS
 JD1002'VISIBLE FROM THE GROUND.
 JD1002'
 JD1002'A 74 FOOT SIGNAL AT STATION SANTIAGO IS VISIBLE FROM THE
 JD1002'GROUND.
 JD1002'
 JD1002'A 4 FOOT SIGNAL AT STATION IONA IS VISIBLE AT 12 FEET.
 JD1002'
 JD1002'A 74 FOOT SIGNAL AT STATION WINDSOR IS VISIBLE FROM THE
 JD1002'GROUND.
 JD1002'
 JD1002'A 74 FOOT SIGNAL AT STATION HIGH IS VISIBLE FROM THE GROUND.
 JD1002'
 JD1002'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JD1002
 JD1002                          STATION RECOVERY (1963)
 JD1002
 JD1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 JD1002'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 JD1002'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 JD1002'IN GOOD CONDITION.  THE HORIZONTAL DIRECTION TO ALL MARKS
 JD1002'WERE CHECKED.  THE HORIZONTAL DISTANCE TO BOTH REFERENCE MARKS
 JD1002'WERE FOUND IN ERROR.  A COMPLETE DESCRIPTION FOLLOWS.
 JD1002'
 JD1002'THE STATION IS LOCATED 14 MILES EAST OF WINDSOR, 12 MILES SOUTH
 JD1002'OF SEDALIA, 0.4 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY
 JD1002'65 AND STATE HIGHWAY 52, 0.1 MILE NORTH OF MR. ELDON HOGANS
 JD1002'FARM HOUSE, IN THE NORTHEAST CORNER OF A FEED LOT OWNED
 JD1002'BY MR. HOGAN.
 JD1002'
 JD1002'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65
 JD1002'AND STATE HIGHWAY 52, WHICH IS ABOUT 12 MILES SOUTH OF SEDALIA,
 JD1002'GO EAST ON A GRAVELED ROAD FOR 0.4 MILE TO A FARM DRIVE
 JD1002'ON THE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 JD1002'
 JD1002'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 JD1002'65 AND STATE HIGHWAY 52, GO SOUTH ON U.S. HIGHWAY 65 AND STATE
 JD1002'HIGHWAY 52 FOR 0.2 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 JD1002'
 JD1002'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF AN
 JD1002'IRREGULAR MASS OF CONCRETE WHICH IS SET FLUSH AND IS STAMPED
 JD1002'MORA 1948.  IT IS 32-1/2 FEET SOUTHWEST OF A FENCE CORNER, 27
 JD1002'FEET SOUTH OF AN EAST-WEST FENCE LINE AND 18 FEET WEST OF A
 JD1002'METAL WITNESS POST AND A NORTH-SOUTH FENCE LINE.
 JD1002'
 JD1002'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 JD1002'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES AND IS
 JD1002'STAMPED MORA NO 1 1948.  IT IS 15 FEET NORTH OF THE CENTER OF A
 JD1002'GRAVELED ROAD AND 3 FEET EAST OF A GUYED POWER POLE.
 JD1002'
 JD1002'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 JD1002'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND IS
 JD1002'STAMPED MORA NO 2 1948.  IT IS 15 FEET NORTH OF THE CENTER OF A
 JD1002'GRAVELED ROAD AND 2-1/2 FEET NORTH OF A CUT-BANK.
 JD1002'
 JD1002'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JD1002'SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND IS STAMPED
 JD1002'MORA 1948.  IT IS 35 FEET WEST OF THE CENTER OF U.S. HIGHWAY 65,
 JD1002'1.6 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 JD1002'NORTH-SOUTH FENCE LINE.
 JD1002
 JD1002                          STATION RECOVERY (1963)
 JD1002
 JD1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JD1002'6 MI NE FROM IONIA.
 JD1002'ABOUT 2.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1002'RAILROAD FROM THE STATION AT IONIA, THENCE 2.75 MILES NORTH
 JD1002'ALONG U.S. HIGHWAY 65 AND STATE HIGHWAY 52, THENCE 0.4 MILE
 JD1002'EAST ALONG A GRAVELED ROAD, AT THE ENTRANCE OF A PRIVATE DRIVEWAY,
 JD1002'IN SECTION 5, T 43 N, R 21 E, 46 FEET SOUTH OF THE CENTER LINE OF
 JD1002'THE ROAD, 32 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 27
 JD1002'FEET SOUTH OF A FENCE, 18 FEET WEST OF A FENCE, 18.0 FEET
 JD1002'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JD1002'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JD1002
 JD1002                          STATION RECOVERY (1974)
 JD1002
 JD1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JD1002'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 JD1002'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 JD1002'ROAD CONSTRUCTION ON U.S. HIGHWAY 65 THE AZIMUTH MARK WILL BE
 JD1002'DESTROYED.  BENCH MARK T 259 RESET 1974 WAS TIED TO THE
 JD1002'STATION AND CAN BE USED AS THE NEW AZIMUTH MARK.  THE DISTANCES
 JD1002'AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT CHECKED THIS
 JD1002'DATE DUE TO STATION IN FENCED AREA AND THE PROPERTY OWNER
 JD1002'DIDNT WANT ANYONE CLIMBING OVER HIS FENCES.  THE 1963
 JD1002'DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE STATION.  A
 JD1002'DESCRIPTION FOLLOWS FOR THE BENCH MARK LISTED ABOVE.
 JD1002'
 JD1002'THE BENCH MARK IS A 4-INCH CAST ALUMINUM BENCH MARK STAMPED
 JD1002'T 259 RESET 1974, SET IN ROCKY SOIL AND REINFORCED WITH CONCRETE
 JD1002'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT
 JD1002'250 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 6.5 FEET
 JD1002'NORTH-NORTHWEST OF A POWER POLE AND 1 FOOT WEST OF A METAL
 JD1002'WITNESS POST.
 JD1002'
 JD1002'TO REACH THE BENCH MARK FROM THE STATION, GO WEST ON A GRAVELED
 JD1002'ROAD FOR 0.3 MILE TO A FIELD ROAD ON THE RIGHT, TURN RIGHT
 JD1002'AND GO NORTH ABOUT 250 FEET TO POWER POLE AND THE BENCH MARK.
 JD1002'
 JD1002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD1002'11 MILES SOUTH OF SEDALIA.
 JD1002
 JD1002                          STATION RECOVERY (1974)
 JD1002
 JD1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JD1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1000 ***********************************************************************
 JD1000  DESIGNATION -  MORA AZ MK
 JD1000  PID         -  JD1000
 JD1000  STATE/COUNTY-  MO/BENTON
 JD1000  USGS QUAD   -  IONIA (1973)
 JD1000
 JD1000                         *CURRENT SURVEY CONTROL
 JD1000  ___________________________________________________________________
 JD1000* NAD 83(1986)-  38 31 56.     (N)    093 16 21.     (W)     SCALED    
 JD1000* NAVD 88     -       306.910  (meters)    1006.92   (feet)  ADJUSTED  
 JD1000  ___________________________________________________________________
 JD1000  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1000  DYNAMIC HT  -         306.692 (meters)    1006.21  (feet)  COMP
 JD1000  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 JD1000
 JD1000  VERT ORDER  -  SECOND    CLASS 0
 JD1000
 JD1000.The horizontal coordinates were scaled from a topographic map and have
 JD1000.an estimated accuracy of +/- 6 seconds.
 JD1000
 JD1000.The orthometric height was determined by differential leveling
 JD1000.and adjusted by the National Geodetic Survey in June 1991..
 JD1000
 JD1000.The geoid height was determined by GEOID03.
 JD1000
 JD1000.The dynamic height is computed by dividing the NAVD 88
 JD1000.geopotential number by the normal gravity value computed on the
 JD1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1000.degrees latitude (g = 980.6199 gals.).
 JD1000
 JD1000.The modeled gravity was interpolated from observed gravity values.
 JD1000
 JD1000;                    North         East    Units  Estimated Accuracy
 JD1000;SPC MO C     -   299,790.      432,650.      MT  (+/- 180 meters Scaled)
 JD1000
 JD1000                          SUPERSEDED SURVEY CONTROL
 JD1000
 JD1000  NGVD 29 (??/??/92)  306.791  (m)         1006.53   (f) ADJ UNCH    2 0
 JD1000
 JD1000.Superseded values are not recommended for survey control.
 JD1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1000.See file dsdata.txt to determine how the superseded data were derived.
 JD1000
 JD1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC762649(NAD 83)
 JD1000_MARKER: DZ = AZIMUTH MARK DISK
 JD1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1000_STAMPING: MORA 1948
 JD1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1000+STABILITY: SURFACE MOTION
 JD1000
 JD1000  HISTORY     - Date     Condition        Report By
 JD1000  HISTORY     - 1948     MONUMENTED       CGS
 JD1000  HISTORY     - 1963     GOOD             NGS
 JD1000  HISTORY     - 1974     GOOD             NGS
 JD1000
 JD1000                          STATION DESCRIPTION
 JD1000
 JD1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1000'5.4 MI NE FROM IONIA.
 JD1000'ABOUT 2.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1000'RAILROAD FROM THE STATION AT IONIA, THENCE 2.55 MILES NORTH ALONG
 JD1000'U.S. HIGHWAY 65 AND STATE HIGHWAY 52, IN SECTION 6, T 43 N,
 JD1000'R 21 W, 0.2 MILE SOUTH OF THE JUNCTION WHERE STATE HIGHWAY 52
 JD1000'TURNS WEST, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JD1000'80 FEET SOUTH OF THE CENTER OF A WIRE GATE, 1 FOOT EAST OF A
 JD1000'FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JD1000'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
 JD1000
 JD1000                          STATION RECOVERY (1974)
 JD1000
 JD1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JD1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1001 ***********************************************************************
 JD1001  DESIGNATION -  MORA RM 1
 JD1001  PID         -  JD1001
 JD1001  STATE/COUNTY-  MO/PETTIS
 JD1001  USGS QUAD   -  IONIA (1973)
 JD1001
 JD1001                         *CURRENT SURVEY CONTROL
 JD1001  ___________________________________________________________________
 JD1001* NAD 83(1986)-  38 32 05.     (N)    093 15 54.     (W)     SCALED    
 JD1001* NAVD 88     -       312.419  (meters)    1024.99   (feet)  ADJUSTED  
 JD1001  ___________________________________________________________________
 JD1001  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1001  DYNAMIC HT  -         312.197 (meters)    1024.27  (feet)  COMP
 JD1001  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 JD1001
 JD1001  VERT ORDER  -  SECOND    CLASS 0
 JD1001
 JD1001.The horizontal coordinates were scaled from a topographic map and have
 JD1001.an estimated accuracy of +/- 6 seconds.
 JD1001
 JD1001.The orthometric height was determined by differential leveling
 JD1001.and adjusted by the National Geodetic Survey in June 1991..
 JD1001
 JD1001.The geoid height was determined by GEOID03.
 JD1001
 JD1001.The dynamic height is computed by dividing the NAVD 88
 JD1001.geopotential number by the normal gravity value computed on the
 JD1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1001.degrees latitude (g = 980.6199 gals.).
 JD1001
 JD1001.The modeled gravity was interpolated from observed gravity values.
 JD1001
 JD1001;                    North         East    Units  Estimated Accuracy
 JD1001;SPC MO C     -   300,060.      433,300.      MT  (+/- 180 meters Scaled)
 JD1001
 JD1001                          SUPERSEDED SURVEY CONTROL
 JD1001
 JD1001  NGVD 29 (??/??/92)  312.300  (m)         1024.60   (f) ADJ UNCH    2 0
 JD1001
 JD1001.Superseded values are not recommended for survey control.
 JD1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1001.See file dsdata.txt to determine how the superseded data were derived.
 JD1001
 JD1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC769651(NAD 83)
 JD1001_MARKER: DR = REFERENCE MARK DISK
 JD1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1001_STAMPING: MORA NO 1 1948
 JD1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1001+STABILITY: SURFACE MOTION
 JD1001
 JD1001  HISTORY     - Date     Condition        Report By
 JD1001  HISTORY     - 1948     MONUMENTED       CGS
 JD1001  HISTORY     - 1963     GOOD             NGS
 JD1001  HISTORY     - 1974     GOOD             NGS
 JD1001
 JD1001                          STATION DESCRIPTION
 JD1001
 JD1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1001'6 MI NE FROM IONIA.
 JD1001'ABOUT 2.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1001'RAILROAD FROM THE STATION AT IONIA, THENCE 2.75 MILES NORTH ALONG
 JD1001'U.S. HIGHWAY 65 AND STATE HIGHWAY 52, THENCE 0.4 MILE EAST ALONG
 JD1001'A GRAVELED ROAD, AT THE ENTRANCE OF A PRIVATE DRIVEWAY, IN
 JD1001'SECTION 5, T 43 N, R 21 E, 16 FEET NORTH OF THE CENTER LINE OF
 JD1001'THE ROAD, 26 FEET EAST OF THE CENTER LINE OF THE PRIVATE DRIVEWAY,
 JD1001'3 FEET EAST OF A POWER POLE, 86 FEET NORTHEAST OF AND ACROSS
 JD1001'THE ROAD FROM MORA 1948, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JD1001'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JD1001
 JD1001                          STATION RECOVERY (1974)
 JD1001
 JD1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JD1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD1003 ***********************************************************************
 JD1003  DESIGNATION -  MORA RM 2
 JD1003  PID         -  JD1003
 JD1003  STATE/COUNTY-  MO/PETTIS
 JD1003  USGS QUAD   -  IONIA (1973)
 JD1003
 JD1003                         *CURRENT SURVEY CONTROL
 JD1003  ___________________________________________________________________
 JD1003* NAD 83(1986)-  38 32 05.     (N)    093 15 54.     (W)     SCALED    
 JD1003* NAVD 88     -       312.165  (meters)    1024.16   (feet)  ADJUSTED  
 JD1003  ___________________________________________________________________
 JD1003  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JD1003  DYNAMIC HT  -         311.944 (meters)    1023.44  (feet)  COMP
 JD1003  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 JD1003
 JD1003  VERT ORDER  -  SECOND    CLASS 0
 JD1003
 JD1003.The horizontal coordinates were scaled from a topographic map and have
 JD1003.an estimated accuracy of +/- 6 seconds.
 JD1003
 JD1003.The orthometric height was determined by differential leveling
 JD1003.and adjusted by the National Geodetic Survey in June 1991..
 JD1003
 JD1003.The geoid height was determined by GEOID03.
 JD1003
 JD1003.The dynamic height is computed by dividing the NAVD 88
 JD1003.geopotential number by the normal gravity value computed on the
 JD1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JD1003.degrees latitude (g = 980.6199 gals.).
 JD1003
 JD1003.The modeled gravity was interpolated from observed gravity values.
 JD1003
 JD1003;                    North         East    Units  Estimated Accuracy
 JD1003;SPC MO C     -   300,060.      433,300.      MT  (+/- 180 meters Scaled)
 JD1003
 JD1003                          SUPERSEDED SURVEY CONTROL
 JD1003
 JD1003  NGVD 29 (??/??/92)  312.046  (m)         1023.77   (f) ADJ UNCH    2 0
 JD1003
 JD1003.Superseded values are not recommended for survey control.
 JD1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD1003.See file dsdata.txt to determine how the superseded data were derived.
 JD1003
 JD1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC769651(NAD 83)
 JD1003_MARKER: DR = REFERENCE MARK DISK
 JD1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JD1003_STAMPING: MORA NO 2 1948
 JD1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JD1003+STABILITY: SURFACE MOTION
 JD1003
 JD1003  HISTORY     - Date     Condition        Report By
 JD1003  HISTORY     - 1948     MONUMENTED       CGS
 JD1003  HISTORY     - 1963     GOOD             NGS
 JD1003  HISTORY     - 1974     GOOD             NGS
 JD1003
 JD1003                          STATION DESCRIPTION
 JD1003
 JD1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JD1003'6 MI NE FROM IONIA.
 JD1003'ABOUT 2.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JD1003'RAILROAD FROM THE STATION AT IONIA, THENCE 2.75 MILES NORTH
 JD1003'ALONG U.S. HIGHWAY 65 AND STATE HIGHWAY 52, THENCE 0.4 MILE EAST
 JD1003'ALONG A GRAVELED ROAD, AT THE ENTRANCE OF A PRIVATE DRIVEWAY,
 JD1003'IN SECTION 5, T 43 N, R 21 E, 113 FEET WEST OF THE CENTER LINE OF
 JD1003'THE PRIVATE DRIVEWAY, 15 FEET NORTH OF THE CENTER LINE OF THE
 JD1003'ROAD, 99 FEET NORTHWEST OF AND ACROSS THE ROAD FROM MORA 1948,
 JD1003'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 JD1003'A CONCRETE POST PROJECTING 4 INCHES.
 JD1003
 JD1003                          STATION RECOVERY (1974)
 JD1003
 JD1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JD1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2496 ***********************************************************************
 JD2496  DESIGNATION -  MOREAU AZ MK
 JD2496  PID         -  JD2496
 JD2496  STATE/COUNTY-  MO/COLE
 JD2496  USGS QUAD   -  RUSSELLVILLE (1969)
 JD2496
 JD2496                         *CURRENT SURVEY CONTROL
 JD2496  ___________________________________________________________________
 JD2496* NAD 83(1997)-  38 31 40.87362(N)    092 25 37.08538(W)     ADJUSTED  
 JD2496* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 JD2496  ___________________________________________________________________
 JD2496  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 JD2496  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JD2496
 JD2496  HORZ ORDER  -  SECOND
 JD2496
 JD2496.The horizontal coordinates were established by classical geodetic methods
 JD2496.and adjusted by the National Geodetic Survey in February 2000..
 JD2496
 JD2496.The orthometric height was scaled from a topographic map.
 JD2496
 JD2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2496
 JD2496.The geoid height was determined by GEOID03.
 JD2496
 JD2496;                    North         East     Units Scale Factor Converg.
 JD2496;SPC MO C     -   299,041.900   506,367.876   MT  0.99993383   +0 02 43.8
 JD2496;UTM  15      - 4,264,558.212   549,947.982   MT  0.99963072   +0 21 25.0
 JD2496
 JD2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2496!SPC MO C     -   0.99996254  x   0.99993383  =   0.99989638
 JD2496!UTM  15      -   0.99996254  x   0.99963072  =   0.99959328
 JD2496
 JD2496|---------------------------------------------------------------------|
 JD2496| PID    Reference Object                     Distance      Geod. Az  |
 JD2496|                                                           dddmmss.s |
 JD2496| JD2497 MOREAU RM 3                         235.466 METERS 11753     |
 JD2496| JD2495 MOREAU RESET                        248.019 METERS 11809     |
 JD2496|---------------------------------------------------------------------|
 JD2496
 JD2496                          SUPERSEDED SURVEY CONTROL
 JD2496
 JD2496  NAD 83(1986)-  38 31 40.88566(N)    092 25 37.08796(W) AD(       ) 2
 JD2496  NAD 27      -  38 31 40.78080(N)    092 25 36.41560(W) AD(       ) 2
 JD2496
 JD2496.Superseded values are not recommended for survey control.
 JD2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2496.See file dsdata.txt to determine how the superseded data were derived.
 JD2496
 JD2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC4994864558(NAD 83)
 JD2496_MARKER: DZ = AZIMUTH MARK DISK
 JD2496_SETTING: 0 = UNSPECIFIED SETTING
 JD2496
 JD2496  HISTORY     - Date     Condition        Report By
 JD2496  HISTORY     - 1949     MONUMENTED       CGS
 JD2496
 JD2496                          STATION DESCRIPTION
 JD2496
 JD2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2496'THE STATION IS LOCATED ABOUT 1.0 MILE NORTHEAST OF RUSSELVILLE,
 JD2496'7.0 MILES SOUTH OF CENTERTOWN, 0.2 MILE WEST OF MR. NEIDERWIMMERS
 JD2496'HOUSE, IN THE FENCE ALONG THE WEST SIDE OF THE PASTURE.  IT
 JD2496'IS 4.5 FEET SOUTH-SOUTHEAST OF A WITNESS POST AND 1 FOOT EAST
 JD2496'OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 JD2496'GROUND AND THE DISK IS STAMPED MOREAU 1949.
 JD2496'
 JD2496'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JD2496'MOREAU 1879 TO THE AZIMUTH MARK.  IT IS 248.018 METERS (813.70
 JD2496'FEET) WEST-NORTHWEST OF THE STATION.
 JD2496'
 JD2496'TO REACH FROM THE JUNCTION OF US HIGHWAY 50 AND COUNTY ROUTE
 JD2496'U IN CENTERTOWN, GO SOUTH ON ROUTE U FOR 7.2 MILES TO A
 JD2496'SIDE ROAD LEFT, TURN LEFT 0.3 MILE TO MR. NEIDERWIMMERS
 JD2496'HOUSE ON THE RIGHT, HERE PASS THROUGH BARN LOT GATES IN TO
 JD2496'PASTURE AT THE WEST SIDE OF HOUSE, THENCE GO WEST ACROSS
 JD2496'PASTURE 0.2 MILE TO THE MARK IN THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2495 ***********************************************************************
 JD2495  DESIGNATION -  MOREAU RESET
 JD2495  PID         -  JD2495
 JD2495  STATE/COUNTY-  MO/COLE
 JD2495  USGS QUAD   -  RUSSELLVILLE (1969)
 JD2495
 JD2495                         *CURRENT SURVEY CONTROL
 JD2495  ___________________________________________________________________
 JD2495* NAD 83(1997)-  38 31 37.07907(N)    092 25 28.05705(W)     ADJUSTED  
 JD2495* NAVD 88     -       279.8    (meters)     918.     (feet)  VERTCON   
 JD2495  ___________________________________________________________________
 JD2495  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 JD2495  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD2495
 JD2495  HORZ ORDER  -  FIRST
 JD2495
 JD2495.The horizontal coordinates were established by classical geodetic methods
 JD2495.and adjusted by the National Geodetic Survey in February 2000..
 JD2495
 JD2495.The NAVD 88 height was computed by applying the VERTCON shift value to
 JD2495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JD2495
 JD2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2495
 JD2495.The geoid height was determined by GEOID03.
 JD2495
 JD2495;                    North         East     Units Scale Factor Converg.
 JD2495;SPC MO C     -   298,925.079   506,586.641   MT  0.99993387   +0 02 49.4
 JD2495;UTM  15      - 4,264,442.617   550,167.313   MT  0.99963099   +0 21 30.6
 JD2495
 JD2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2495!SPC MO C     -   0.99996116  x   0.99993387  =   0.99989503
 JD2495!UTM  15      -   0.99996116  x   0.99963099  =   0.99959217
 JD2495
 JD2495|---------------------------------------------------------------------|
 JD2495| PID    Reference Object                     Distance      Geod. Az  |
 JD2495|                                                           dddmmss.s |
 JD2495| CN7507 MOREAU RM 4                          19.855 METERS 00138     |
 JD2495| JD2489 MEDLOCK RESET                       APPROX.14.4 KM 0315027.9 |
 JD2495| CN7508 MOREAU RM 5                          23.738 METERS 25049     |
 JD2495| JD2496 MOREAU AZ MK                        248.019 METERS 29809     |
 JD2495| JD2497 MOREAU RM 3                          12.601 METERS 30301     |
 JD2495| JD2616 CALIFORNIA CHURCH SPIRE             APPROX.17.1 KM 3134442.3 |
 JD2495|---------------------------------------------------------------------|
 JD2495
 JD2495                          SUPERSEDED SURVEY CONTROL
 JD2495
 JD2495  NAD 83(1986)-  38 31 37.09112(N)    092 25 28.05967(W) AD(       ) 1
 JD2495  NAD 27      -  38 31 36.98620(N)    092 25 27.38760(W) AD(       ) 1
 JD2495  NGVD 29 (07/19/86)  279.8    (m)          918.     (f) VERT ANG       
 JD2495
 JD2495.Superseded values are not recommended for survey control.
 JD2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2495.See file dsdata.txt to determine how the superseded data were derived.
 JD2495
 JD2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5016764443(NAD 83)
 JD2495_MARKER: Z = SEE DESCRIPTION
 JD2495_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JD2495
 JD2495  HISTORY     - Date     Condition        Report By
 JD2495  HISTORY     - 1935     MONUMENTED       CGS
 JD2495  HISTORY     - 1949     GOOD             CGS
 JD2495  HISTORY     - 1962     GOOD             CGS
 JD2495  HISTORY     - 1962     GOOD             CGS
 JD2495  HISTORY     - 1967     GOOD             CGS
 JD2495
 JD2495                          STATION DESCRIPTION
 JD2495
 JD2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GJ)
 JD2495'STATION FOUND IN GOOD CONDITION, 1.7 MILES NE OF RUSSELVILLE,
 JD2495'0.3 MILE W OF ROAD ON E SIDE OF SECTION, ABOUT 1/4 MILE
 JD2495'N OF MISSOURI-PACIFIC RAILROAD, ON LAND STILL OWNED BY A.F.
 JD2495'NEEDERWEINER, 206 FEET S OF FENCE ON S SIDE OF PASTURE.
 JD2495'OTHER OLD TIES STILL HOLD.  STATION IS 213 FEET NE OF 36-INCH
 JD2495'BLAZED LONE OAK TREE NEAR CENTER OF FIELD AND 739 FEET,
 JD2495'SLOPE DISTANCE, E OF N-S FENCE THROUGH CENTER OF SECTION
 JD2495'WHICH IS ALSO A DIVISION FENCE BETWEEN 2 FARMS.  STATION
 JD2495'POST EXTENDS 4 INCHES.  N WITNESS POST WAS FOUND BROKEN
 JD2495'OFF 3 INCHES BELOW SURFACE.  PARTS OF BOTH WITNESS POSTS
 JD2495'WERE FOUND LYING NEAR STATION.
 JD2495
 JD2495                          STATION RECOVERY (1949)
 JD2495
 JD2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2495'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN
 JD2495'GOOD CONDITION.  THE REFERENCE POSTS HAVE BEEN DESTROYED.  IN
 JD2495'1949 THE STATION MARK WAS LOWERED 14 INCHES BELOW THE SURFACE
 JD2495'OF THE GROUND BY REQUEST OF MR. NEIDERWINNER, 3 NEW REFERENCE AND
 JD2495'AZIMUTH MARKS WERE SET.
 JD2495'
 JD2495'A NEW DESCRIPTION FOLLOWS.
 JD2495'
 JD2495'STATION IS LOCATED ABOUT 1.0 MILE NORTHEAST OF RUSSELVILLE, 7.0
 JD2495'MILES SOUTH OF CENTERTOWN AND 600 FEET SOUTHWEST OF MR.
 JD2495'NEIDERWIMMERS HOUSE.  IT IS DIRECTLY BENEATH AN ELECTRIC POWERLINE,
 JD2495'117 FEET OF A POWERLINE POLE, 42 FEET SOUTHEAST OF THE
 JD2495'PASTURE FENCE.  THE MARK IS 14 INCHES BELOW THE SURFACE OF THE
 JD2495'GROUND AND THE DISK IS STAMPED MOREAU 1879.
 JD2495'
 JD2495'REFERENCE MARK NO. 3 IS 41.34 FEET (TRAV. DIST.) NORTHWEST
 JD2495'OF THE STATION AND 0.6 FOOT SOUTHEAST OF THE FENCE.  THE
 JD2495'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MOREAU NO 3
 JD2495'1949.
 JD2495'
 JD2495'REFERENCE MARK NO. 4 IS 65.14 FEET NORTH-NORTHWEST OF THE
 JD2495'STATION AND 0.6 FOOT NORTHWEST OF THE FENCE.  THE MARK PROJECTS
 JD2495'4 INCHES AND THE DISK IS STAMPED MOREAU NO 4 1949.
 JD2495'
 JD2495'REFERENCE MARK NO. 5 IS 77,88 FEET WEST-SOUTHWEST OF THE
 JD2495'STATION, 44 FEET NORTH-NORTHEAST OF A POWERLINE POLE AND
 JD2495'0.6 FOOT NORTHWEST OF THE FENCE.  THE MARK PROJECTS 4 INCHES
 JD2495'AND THE DISK IS STAMPED MOREAU NO 5 1949.
 JD2495'
 JD2495'AZIMUTH MARK IS 813.70 FEET (TRAV. DIST.) WEST-NORTHWEST
 JD2495'OF THE STATION, 4.5- FEET SOUTH-SOUTHEAST OF A WITNESS POST
 JD2495'AND 1 FOOT EAST OF THE FENCE.  THE MARK IS FLUSH WITH THE
 JD2495'SURFACE OF THE GROUND AND THE DISK IS STAMPED MOREAU 1949.
 JD2495'
 JD2495'TO REACH FROM THE JUNCTION OF US HIGHWAY 50 AND COUNTY ROUTE
 JD2495'U IN CENTERTOWN, GO SOUTH ON ROUTE U FOR 7.2 MILES TO A
 JD2495'SIDE ROAD LEFT, TURN LEFT 0.3 MILE TO MR. NEIDERWIMMERS
 JD2495'HOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
 JD2495'
 JD2495'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHWEST ACROSS
 JD2495'PASTURE 0.15 MILE TO THE MARK AT WEST EDGE OF PASTURE.
 JD2495'
 JD2495'TRAVERSE CONNECTIONS WAS MADE THE STATION TO R.M. NO. 3
 JD2495'AND THE AZIMUTH MARK.
 JD2495'
 JD2495'OBSERVATION TAKEN FROM A TRIPOD.
 JD2495
 JD2495                          STATION RECOVERY (1962)
 JD2495
 JD2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GHN)
 JD2495'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 JD2495'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 JD2495
 JD2495                          STATION RECOVERY (1962)
 JD2495
 JD2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK)
 JD2495'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 3, 4 AND 5
 JD2495'WERE RECOVERED AS DESCRIBED IN 1949 AND IN GOOD CONDITION.
 JD2495'
 JD2495'THE ANGLE AT THE AZIMUTH MARK WAS OBSERVED BETWEEN RM NO. 3
 JD2495'AND THE TRUE STATION MOREAU.
 JD2495'
 JD2495'THE CORRECT SPELLING OF THE PROPERTY OWNERS NAME IS NIEDERWIMMER,
 JD2495'ALFRED F.
 JD2495
 JD2495                          STATION RECOVERY (1967)
 JD2495
 JD2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JD2495'THE STATION RECOVERED AS DESCRIBED IN 1949 AND ALL MARKS FOUND
 JD2495'IN GOOD CONDITION.  THE STATION MARK IS ABOUT 18 INCHES BELOW
 JD2495'THE SURFACE OF THE GROUND.  THE THREE REFERENCE MARKS ARE IN AN
 JD2495'OPEN PASTURE AND THE LAND OWNER REPORTED THAT THEY WERE NOT IN
 JD2495'THE WAY.
 JD2495'
 JD2495'THE DESCRIPTION TO REACH THE STATION FROM CENTERTOWN IS ADEQUATE
 JD2495'FOR RECOVERY.
 JD2495'
 JD2495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JD2495'ABOUT 1 MILE NORTHEAST OF RUSSELVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JD2497 ***********************************************************************
 JD2497  DESIGNATION -  MOREAU RM 3
 JD2497  PID         -  JD2497
 JD2497  STATE/COUNTY-  MO/COLE
 JD2497  USGS QUAD   -  RUSSELLVILLE (1969)
 JD2497
 JD2497                         *CURRENT SURVEY CONTROL
 JD2497  ___________________________________________________________________
 JD2497* NAD 83(1997)-  38 31 37.30172(N)    092 25 28.49328(W)     ADJUSTED  
 JD2497* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 JD2497  ___________________________________________________________________
 JD2497  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 JD2497  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JD2497
 JD2497  HORZ ORDER  -  SECOND
 JD2497
 JD2497.The horizontal coordinates were established by classical geodetic methods
 JD2497.and adjusted by the National Geodetic Survey in February 2000..
 JD2497
 JD2497.The orthometric height was scaled from a topographic map.
 JD2497
 JD2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 JD2497
 JD2497.The geoid height was determined by GEOID03.
 JD2497
 JD2497;                    North         East     Units Scale Factor Converg.
 JD2497;SPC MO C     -   298,931.936   506,576.070   MT  0.99993387   +0 02 49.1
 JD2497;UTM  15      - 4,264,449.414   550,156.708   MT  0.99963098   +0 21 30.3
 JD2497
 JD2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JD2497!SPC MO C     -   0.99996113  x   0.99993387  =   0.99989500
 JD2497!UTM  15      -   0.99996113  x   0.99963098  =   0.99959212
 JD2497
 JD2497:                Primary Azimuth Mark                     Grid Az
 JD2497:SPC MO C     -  MEDLOCK RESET                            031 50 39.1
 JD2497:UTM  15      -  MEDLOCK RESET                            031 31 57.9
 JD2497
 JD2497|---------------------------------------------------------------------|
 JD2497| PID    Reference Object                     Distance      Geod. Az  |
 JD2497|                                                           dddmmss.s |
 JD2497| JD2489 MEDLOCK RESET                       APPROX.14.4 KM 0315328.2 |
 JD2497| CN7507 MOREAU RM 4                          17.100 METERS 04038     |
 JD2497| JD2495 MOREAU RESET                         12.601 METERS 12301     |
 JD2497| CN7508 MOREAU RM 5                          18.858 METERS 21856     |
 JD2497| JD2496 MOREAU AZ MK                        235.466 METERS 29753     |
 JD2497|---------------------------------------------------------------------|
 JD2497
 JD2497                          SUPERSEDED SURVEY CONTROL
 JD2497
 JD2497  NAD 83(1986)-  38 31 37.31377(N)    092 25 28.49590(W) AD(       ) 2
 JD2497  NAD 27      -  38 31 37.20970(N)    092 25 27.82310(W) AD(       ) 2
 JD2497
 JD2497.Superseded values are not recommended for survey control.
 JD2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JD2497.See file dsdata.txt to determine how the superseded data were derived.
 JD2497
 JD2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC5015764449(NAD 83)
 JD2497_MARKER: DS = TRIANGULATION STATION DISK
 JD2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JD2497
 JD2497  HISTORY     - Date     Condition        Report By
 JD2497  HISTORY     - 1949     MONUMENTED       CGS
 JD2497
 JD2497                          STATION DESCRIPTION
 JD2497
 JD2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 JD2497'R.M. NO. 3 IS LOCATED ABOUT 1.0 MILE NORTHEAST OF RUSSELVILLE,
 JD2497'7.0 MILES SOUTH OF CENTERTOWN, 600 FEET SOUTHWEST OF MR.
 JD2497'NEIDERWIMMERS HOUSE, IN A FENCELINE BETWEEN A CULTIVATED
 JD2497'FIELD AND PASTURE.  IT IS 105 FEET NORTH-NORTHEAST OF A
 JD2497'POWERLINE POLE, 7 FEET NORTH OF A WITNESS POST AND 0.6 FEET
 JD2497'SOUTHEAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND
 JD2497'THE DISK IS STAMPED MOREAU NO 3 1949.
 JD2497'
 JD2497'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JD2497'MOREAU 1879 TO MOREAU R.M. NO. 3.  IT IS 12.601 METERS
 JD2497'(41.34 FEET) NORTHWEST OF THE STATION.
 JD2497'
 JD2497'TO REACH FROM THE JUNCTION OF US HIGHWAY 50 AND COUNTY ROUTE
 JD2497'U IN CENTERTOWN, GO SOUTH ON ROUTE U FOR 7.2 MILES TO A SIDE
 JD2497'ROAD LEFT, TURN LEFT 0.3 MILE TO MR. NEIDERWIMMERS HOUSE
 JD2497'ON THE RIGHT AND THE STATION AS DESCRIBED.
 JD2497'
 JD2497'OBSERVATIONS TAKEN FROM A 37 FT. TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1066 ***********************************************************************
 HD1066  DESIGNATION -  MOREHOUSE
 HD1066  PID         -  HD1066
 HD1066  STATE/COUNTY-  MO/LACLEDE
 HD1066  USGS QUAD   -  WINNIPEG (1976)
 HD1066
 HD1066                         *CURRENT SURVEY CONTROL
 HD1066  ___________________________________________________________________
 HD1066* NAD 83(1997)-  37 36 35.84334(N)    092 20 49.11224(W)     ADJUSTED  
 HD1066* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 HD1066  ___________________________________________________________________
 HD1066  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 HD1066  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HD1066
 HD1066  HORZ ORDER  -  SECOND
 HD1066
 HD1066.The horizontal coordinates were established by classical geodetic methods
 HD1066.and adjusted by the National Geodetic Survey in February 2000..
 HD1066
 HD1066.The orthometric height was scaled from a topographic map.
 HD1066
 HD1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1066
 HD1066.The geoid height was determined by GEOID03.
 HD1066
 HD1066;                    North         East     Units Scale Factor Converg.
 HD1066;SPC MO C     -   197,154.107   513,510.485   MT  0.99993558   +0 05 36.2
 HD1066;UTM  15      - 4,162,740.773   557,636.449   MT  0.99964092   +0 23 54.7
 HD1066
 HD1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1066!SPC MO C     -   0.99994951  x   0.99993558  =   0.99988509
 HD1066!UTM  15      -   0.99994951  x   0.99964092  =   0.99959044
 HD1066
 HD1066:                Primary Azimuth Mark                     Grid Az
 HD1066:SPC MO C     -  VIEW                                     035 50 57.4
 HD1066:UTM  15      -  VIEW                                     035 32 38.9
 HD1066
 HD1066|---------------------------------------------------------------------|
 HD1066| PID    Reference Object                     Distance      Geod. Az  |
 HD1066|                                                           dddmmss.s |
 HD1066| HD1062 VIEW                                APPROX.10.7 KM 0355633.6 |
 HD1066| CN7509 MOREHOUSE RM 1                       36.807 METERS 04400     |
 HD1066| CN7510 MOREHOUSE RM 2                       34.244 METERS 30526     |
 HD1066|---------------------------------------------------------------------|
 HD1066
 HD1066                          SUPERSEDED SURVEY CONTROL
 HD1066
 HD1066  NAD 83(1986)-  37 36 35.85598(N)    092 20 49.11108(W) AD(       ) 2
 HD1066  NAD 27      -  37 36 35.70000(N)    092 20 48.51200(W) AD(       ) 2
 HD1066
 HD1066.Superseded values are not recommended for survey control.
 HD1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1066.See file dsdata.txt to determine how the superseded data were derived.
 HD1066
 HD1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB5763662741(NAD 83)
 HD1066_MARKER: DS = TRIANGULATION STATION DISK
 HD1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HD1066+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 HD1066
 HD1066  HISTORY     - Date     Condition        Report By
 HD1066  HISTORY     - 1946     MONUMENTED       CGS
 HD1066  HISTORY     - 20060227 GOOD             MODNR
 HD1066
 HD1066                          STATION DESCRIPTION
 HD1066
 HD1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 HD1066'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF LEBANON, 1-1/2
 HD1066'MILES EAST OF THE VILLAGE OF FALCON AND 25 FEET NORTH OF THE
 HD1066'NORTH BANK OF THE GASCONADE RIVER.  IT IS 39 FEET SOUTH OF A
 HD1066'TRIANGULAR BLAZED 18 INCH OAK TREE AND 6 FEET NORTH OF A WITNESS
 HD1066'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HD1066'MOREHOUSE 1946.
 HD1066'
 HD1066'REFERENCE MARK NO. 1 IS 120.76 FEET NORTHEAST OF THE STATION.  IT
 HD1066'IS 19 FEET NORTH OF A WOODS ROAD AND ABOUT 3 FEET LOWER IN
 HD1066'ELEVATION THAN THE STATION MARK.  THE MARK PROJECTS 3 INCHES
 HD1066'AND THE DISK IS STAMPED MOREHOUSE NO 1 1946.
 HD1066'
 HD1066'REFERENCE MARK NO. 2 IS 112.35 FEET NORTHWEST OF THE STATION.  IT
 HD1066'IS 12 FEET NORTH OF A TRACK ROAD AND ABOUT 3 FEET LOWER IN
 HD1066'ELEVATION THAN THE STATION MARK.  THE MARK PROJECTS 3 INCHES AND
 HD1066'THE DISK IS STAMPED MOREHOUSE NO 2 1946.
 HD1066'
 HD1066'THE AZIMUTH MARK (USGS BM Z112 1935) IS 0.6 MILE SOUTHWEST OF THE
 HD1066'STATION, 29 FEET NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 HD1066'HIGHWAY 32, 2 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 1 FOOT
 HD1066'EAST OF A WITNESS POST.  THE MARK IS A STANDARD PRECAST CONCRETE
 HD1066'USGS BENCH MARK AND THE DISK IS STAMPED Z112 1935.
 HD1066'
 HD1066'TO REACH THE STATION FROM THE FALCON POST OFFICE, GO 1.3 MILES
 HD1066'EAST-SOUTHEAST ON STATE HIGHWAY 32 TO THE AZIMUTH MARK ON THE
 HD1066'LEFT AS DESCRIBED.  CONTINUE ON STATE HIGHWAY 32 FOR 0.1 MILE TO
 HD1066'A CROSSROADS, TURN LEFT AND GO 0.5 MILE TO A T ROAD RIGHT AND A
 HD1066'SMALL LOG HOUSE, TURN RIGHT AND GO 0.1 MILE TO A BOARD GATE, PASS
 HD1066'THROUGH GATE AND CONTINUE ALONG RIDGE FOR 1.2 MILES TO A
 HD1066'TRIANGULAR BLAZED 18 INCH OAK TREE ON THE RIGHT AND STATION AS
 HD1066'DESCRIBED.
 HD1066'
 HD1066'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HD1066
 HD1066                          STATION RECOVERY (2006)
 HD1066
 HD1066'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (BDC)
 HD1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1798 ***********************************************************************
 GD1798  DESIGNATION -  MOREHOUSE
 GD1798  PID         -  GD1798
 GD1798  STATE/COUNTY-  MO/NEW MADRID
 GD1798  USGS QUAD   -  MOREHOUSE (1963)
 GD1798
 GD1798                         *CURRENT SURVEY CONTROL
 GD1798  ___________________________________________________________________
 GD1798* NAD 83(1997)-  36 50 40.82828(N)    089 41 00.79960(W)     ADJUSTED  
 GD1798* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 GD1798  ___________________________________________________________________
 GD1798  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 GD1798  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GD1798
 GD1798  HORZ ORDER  -  THIRD
 GD1798
 GD1798.The horizontal coordinates were established by classical geodetic methods
 GD1798.and adjusted by the National Geodetic Survey in February 2000..
 GD1798
 GD1798.The orthometric height was scaled from a topographic map.
 GD1798
 GD1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1798
 GD1798.The geoid height was determined by GEOID03.
 GD1798
 GD1798;                    North         East     Units Scale Factor Converg.
 GD1798;SPC MO E     -   112,527.415   322,816.495   MT  0.99999863   +0 29 22.6
 GD1798;UTM  16      - 4,081,003.440   260,718.196   MT  1.00030542   -1 36 35.8
 GD1798
 GD1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GD1798!SPC MO E     -   0.99999014  x   0.99999863  =   0.99998877
 GD1798!UTM  16      -   0.99999014  x   1.00030542  =   1.00029556
 GD1798
 GD1798:                Primary Azimuth Mark                     Grid Az
 GD1798:SPC MO E     -  SIKESTON RADIO STA KSIM MAST             066 36 28.7
 GD1798:UTM  16      -  SIKESTON RADIO STA KSIM MAST             068 42 27.1
 GD1798
 GD1798|---------------------------------------------------------------------|
 GD1798| PID    Reference Object                     Distance      Geod. Az  |
 GD1798|                                                           dddmmss.s |
 GD1798| GD1788 SIKESTON RADIO STA KSIM MAST        APPROX. 6.4 KM 0670551.3 |
 GD1798| CG4618 MOREHOUSE RM 1                       31.370 METERS 17411     |
 GD1798| CG4617 MOREHOUSE AZ MK                                    2120034.1 |
 GD1798| CG4619 MOREHOUSE RM 2                       40.066 METERS 26837     |
 GD1798| GD1797 MOREHOUSE MUNICIPAL TANK            APPROX. 0.8 KM 2850952.1 |
 GD1798|---------------------------------------------------------------------|
 GD1798
 GD1798                          SUPERSEDED SURVEY CONTROL
 GD1798
 GD1798  NAD 83(1997)-  36 50 40.82828(N)    089 41 00.79927(W) AD(       ) 3
 GD1798  NAD 83(1997)-  36 50 40.83036(N)    089 41 00.79890(W) AD(       ) 3
 GD1798  NAD 83(1997)-  36 50 40.83907(N)    089 41 00.79589(W) AD(       ) 3
 GD1798  NAD 83(1986)-  36 50 40.83897(N)    089 41 00.80111(W) AD(       ) 3
 GD1798  NAD 27      -  36 50 40.65030(N)    089 41 00.50270(W) AD(       ) 3
 GD1798
 GD1798.Superseded values are not recommended for survey control.
 GD1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1798.See file dsdata.txt to determine how the superseded data were derived.
 GD1798
 GD1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6071881003(NAD 83)
 GD1798_MARKER: DS = TRIANGULATION STATION DISK
 GD1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1798_STAMPING: MOREHOUSE 1955
 GD1798_PROJECTION: FLUSH
 GD1798_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1798+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 GD1798
 GD1798  HISTORY     - Date     Condition        Report By
 GD1798  HISTORY     - 1955     MONUMENTED       CGS
 GD1798  HISTORY     - 1970     GOOD             NGS
 GD1798  HISTORY     - 19961101 GOOD             USE
 GD1798  HISTORY     - 20020817 GOOD             USACE
 GD1798
 GD1798                          STATION DESCRIPTION
 GD1798
 GD1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1798'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF MOREHOUSE ON THE
 GD1798'GROUNDS OF THE MOREHOUSE HIGH SCHOOL.  IT LIES 46.6 FEET SOUTHEAST
 GD1798'OF THE SOUTHEAST CORNER OF THE HIGH SCHOOL, 40.8 FEET NW OF A FENCE
 GD1798'CORNER AND 15.3 FEET SOUTH OF A SMALL SYCAMORE TREE.
 GD1798'
 GD1798'THE STATION IS A STANDARD DISK, STAMPED MOREHOUSE 1955, SET IN THE
 GD1798'TOP OF A SQUARE CONCRETE POST WHICH LIES ABOUT 1 FOOT BELOW THE
 GD1798'SURFACE OF THE SOIL.
 GD1798'
 GD1798'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED MOREHOUSE 1955,
 GD1798'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH LIES ABOUT 40
 GD1798'INCHES BELOW THE SURFACE OF THE SOIL.
 GD1798'
 GD1798'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MOREHOUSE NO 1
 GD1798'1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 GD1798'THE SURFACE OF THE SOIL.  IT IS LOCATED 122 FEET NORTH OF THE
 GD1798'SOUTHEAST CORNER OF THE SCHOOL YARD AND 1 FOOT WEST OF A WIRE
 GD1798'FENCE.
 GD1798'
 GD1798'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MOREHOUSE NO 2
 GD1798'1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 GD1798'THE SURFACE OF THE SOIL.  IT IS LOCATED 3 FEET SOUTH OF THE BRICK
 GD1798'CHIMNEY OF THE SCHOOL BUILDING AND 2 FEET EAST OF A POWER POLE.
 GD1798'
 GD1798'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MOREHOUSE 1955, SET IN
 GD1798'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS LOCATED
 GD1798'ABOUT 0.3 MILE SOUTHWEST OF THE STATION, 48 FEET NORTH OF A
 GD1798'COMBINED POWER AND TELEPHONE POLE, 29 FEET WEST OF THE CENTER OF
 GD1798'COUNTY HIGHWAY E AND 1 FOOT EAST OF A WIRE FENCE.
 GD1798'
 GD1798'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 GD1798
 GD1798                          STATION RECOVERY (1970)
 GD1798
 GD1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1798'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF MOREHOUSE, ON THE
 GD1798'GROUNDS OF THE MOREHOUSE GRADE SCHOOL.
 GD1798'
 GD1798'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 GD1798'CONDITION, A LONG SEARCH WAS MADE FOR THE AZIMUTH MARK BUT WAS NOT
 GD1798'FOUND.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS NOW OBSTRUCTED BY
 GD1798'A NEW ADDITION TO THE SCHOOL AND PREVENTED AND ANGLE BEING TURNED
 GD1798'AND A MORE THOROUGH SEARCH MADE FOR THE MARK.  THE MOREHOUSE
 GD1798'MUNICIPAL TANK IS NOT AND WAS NEVER VISIBLE FROM THE GROUND AT THE
 GD1798'STATION MARK, OLD SCHOOL BUILDING ON LINE, AND NO OTHER OBJECT
 GD1798'VISIBLE TO SET A NEW AZIMUTH MARK FROM.  THE DIRECTION BETWEEN
 GD1798'THE REFERENCE MARKS CHECKED AS WELL AS THE DISTANCE TO REFERENCE
 GD1798'MARK 2.  DISTANCE TO REFERENCE MARK 1 FOUND TO BE 0.09 OF A FOOT
 GD1798'LONGER THAN PREVIOUS MEASUREMENT.
 GD1798'
 GD1798'THE STATION MARK IS 46 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GD1798'OLD SCHOOL, 23 FEET NORTHWEST OF A POWER TRANSFORMER POLE, 81 FEET
 GD1798'NORTHEAST OF THE NORTHEAST CORNER OF NEW ADDITION TO SCHOOL, 12
 GD1798'FEET EAST OF CENTERLINE OF DRIVE, 35 FEET SOUTHWEST OF A FENCE
 GD1798'CORNER AND 71 FEET EAST OF CENTERLINE OF A SIDEWALK.  THE MONUMENT
 GD1798'IS 1 FOOT UNDERGROUND AND THE DISK IS STAMPED MOREHOUSE
 GD1798'1955.
 GD1798'
 GD1798'REFERENCE MARK 1 IS 81 FEET SOUTH OF THE POWER POLE, 45 FEET
 GD1798'SOUTHEAST OF THE NORTHEAST CORNER OF THE NEW ADDITION OF THE SCHOOL,
 GD1798'11 FEET NORTHEAST OF LIGHT POLE FOR BALL FIELD AND 7 FEET EAST OF
 GD1798'A WOVEN WIRE BACK STOP FOR BALL FIELD.  THE MONUMENT IS FLUSH
 GD1798'AND THE DISK IS STAMPED MOREHOUSE NO 1 1955.
 GD1798'
 GD1798'REFERENCE MARK 2 IS 3 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRICK
 GD1798'CHIMNEY, 2 FEET SOUTHEAST OF A POWER POLE AND 31 FEET EAST OF THE
 GD1798'CENTERLINE OF A SIDEWALK.  THE MONUMENT IS 2 INCHES UNDERGROUND AND
 GD1798'THE DISK IS STAMPED MOREHOUSE NO 2 1955.
 GD1798'
 GD1798'NOTE - THE AZIMUTH MARK WAS FOUND AT A LATER DATE AND THE DISK WAS
 GD1798'GONE AND MARK OBSTRUCTED TO THE STATION BY SCHOOL BUILDING AND
 GD1798'IMPLEMENT SHED.
 GD1798'
 GD1798'FENCE AND CARS ON LINE BETWEEN REFERENCE MARKS.
 GD1798'
 GD1798'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 GD1798'
 GD1798'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT MOREHOUSE.
 GD1798
 GD1798                          STATION RECOVERY (1996)
 GD1798
 GD1798'RECOVERY NOTE BY US ENGINEERS 1996 (DB)
 GD1798'AZ MK NOT FOUND.
 GD1798
 GD1798                          STATION RECOVERY (2002)
 GD1798
 GD1798'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GD1798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GD1797 ***********************************************************************
 GD1797  DESIGNATION -  MOREHOUSE MUNICIPAL TANK
 GD1797  PID         -  GD1797
 GD1797  STATE/COUNTY-  MO/NEW MADRID
 GD1797  USGS QUAD   -  MOREHOUSE (1963)
 GD1797
 GD1797                         *CURRENT SURVEY CONTROL
 GD1797  ___________________________________________________________________
 GD1797* NAD 83(1997)-  36 50 47.22728(N)    089 41 30.18097(W)     ADJUSTED  
 GD1797* NAVD 88     -                                                        
 GD1797  ___________________________________________________________________
 GD1797  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 GD1797  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GD1797
 GD1797  HORZ ORDER  -  THIRD
 GD1797
 GD1797.The horizontal coordinates were established by classical geodetic methods
 GD1797.and adjusted by the National Geodetic Survey in February 2000..
 GD1797
 GD1797
 GD1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 GD1797
 GD1797.The geoid height was determined by GEOID03.
 GD1797
 GD1797;                    North         East     Units Scale Factor Converg.
 GD1797;SPC MO E     -   112,718.476   322,086.911   MT  0.99999733   +0 29 05.0
 GD1797;UTM  16      - 4,081,221.169   259,995.878   MT  1.00030969   -1 36 53.7
 GD1797
 GD1797                          SUPERSEDED SURVEY CONTROL
 GD1797
 GD1797  NAD 83(1997)-  36 50 47.22727(N)    089 41 30.18058(W) AD(       ) 4
 GD1797  NAD 83(1997)-  36 50 47.22991(N)    089 41 30.18172(W) AD(       ) 4
 GD1797  NAD 83(1997)-  36 50 47.23808(N)    089 41 30.17742(W) AD(       ) 4
 GD1797  NAD 83(1986)-  36 50 47.23813(N)    089 41 30.18268(W) AD(       ) 4
 GD1797  NAD 27      -  36 50 47.05000(N)    089 41 29.88600(W) AD(       ) 3
 GD1797
 GD1797.Superseded values are not recommended for survey control.
 GD1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1797.See file dsdata.txt to determine how the superseded data were derived.
 GD1797
 GD1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF5999681221(NAD 83)
 GD1797_MARKER: 53 = ELEVATED TANK
 GD1797
 GD1797  HISTORY     - Date     Condition        Report By
 GD1797  HISTORY     - 1955     FIRST OBSERVED   CGS
 GD1797  HISTORY     - 1970     GOOD             NGS
 GD1797
 GD1797                          STATION DESCRIPTION
 GD1797
 GD1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 GD1797'THE STATION IS THE TOP AND CENTER OF AN ELEVATED STEEL WATER TANK
 GD1797'WHICH IS LOCATED IN THE TOWN OF MOREHOUSE AND LIES ABOUT 100 YARDS
 GD1797'SOUTH OF THE HIMMELBERG-HARRISON MANUFACTURING COMPANY AND 120 FEET
 GD1797'NORTH OF THE RAILROAD TRACKS.
 GD1797'
 GD1797'THE TANK IS SUPPORTED BY FOUR LEGS AND HAS A CONICAL-SHAPED ROOF WITH
 GD1797'A BALL AT ITS APEX.  IT IS 159 FEET IN HEIGHT AND 39 FEET IN
 GD1797'DIAMETER.
 GD1797
 GD1797                          STATION RECOVERY (1970)
 GD1797
 GD1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GD1797'THE TANK WAS RECOVERED AND FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1607 ***********************************************************************
 JC1607  DESIGNATION -  MORGAN
 JC1607  PID         -  JC1607
 JC1607  STATE/COUNTY-  MO/ST LOUIS
 JC1607  USGS QUAD   -  CREVE COEUR (1993)
 JC1607
 JC1607                         *CURRENT SURVEY CONTROL
 JC1607  ___________________________________________________________________
 JC1607* NAD 83(1997)-  38 40 20.83749(N)    090 23 51.64031(W)     ADJUSTED  
 JC1607* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 JC1607  ___________________________________________________________________
 JC1607  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 JC1607  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JC1607
 JC1607  HORZ ORDER  -  FIRST
 JC1607
 JC1607.The horizontal coordinates were established by classical geodetic methods
 JC1607.and adjusted by the National Geodetic Survey in February 2000..
 JC1607
 JC1607.The orthometric height was scaled from a topographic map.
 JC1607
 JC1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1607
 JC1607.The geoid height was determined by GEOID03.
 JC1607
 JC1607;                    North         East     Units Scale Factor Converg.
 JC1607;SPC MO E     -   315,076.627   258,903.928   MT  0.99993431   +0 03 50.2
 JC1607;UTM  15      - 4,283,643.411   726,392.104   MT  1.00023120   +1 37 36.5
 JC1607
 JC1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1607!SPC MO E     -   0.99997054  x   0.99993431  =   0.99990486
 JC1607!UTM  15      -   0.99997054  x   1.00023120  =   1.00020174
 JC1607
 JC1607|---------------------------------------------------------------------|
 JC1607| PID    Reference Object                     Distance      Geod. Az  |
 JC1607|                                                           dddmmss.s |
 JC1607| CI4688 MORGAN RM                            71.659 METERS 00613     |
 JC1607| JC1610 FLORISSANT TALL WATER TANK          APPROX.14.7 KM 0103204.8 |
 JC1607| JC1597 ST LOUIS CONTL LIFE INS BCN         APPROX.14.8 KM 1043833.5 |
 JC1607| JC1592 ST LOUIS SECOND PRESB CHURCH        APPROX.17.4 KM 1044541.2 |
 JC1607| CI4689 MORGAN RM 2 AZIMUTH                                1184109.5 |
 JC1607| JC1589 ST LOUIS INTL SHOE CO STACK         APPROX.18.2 KM 1195152.2 |
 JC1607| JC1650 US VETERANS HOSPITAL TANK           APPROX.22.3 KM 1523708.2 |
 JC1607| JC1604 ST LOUIS MANCHESTER ROAD CH         APPROX. 8.6 KM 2074432.2 |
 JC1607| JC1605 ST LOUIS SMITH BALLAS ROAD CH       APPROX. 5.9 KM 2220145.1 |
 JC1607| JC1606 MORGAN 2                             76.471 METERS 29842     |
 JC1607|---------------------------------------------------------------------|
 JC1607
 JC1607                          SUPERSEDED SURVEY CONTROL
 JC1607
 JC1607  NAD 83(1997)-  38 40 20.83835(N)    090 23 51.64032(W) AD(       ) 1
 JC1607  NAD 83(1986)-  38 40 20.85477(N)    090 23 51.63917(W) AD(       ) 1
 JC1607  NAD 27      -  38 40 20.66700(N)    090 23 51.21500(W) AD(       ) 1
 JC1607
 JC1607.Superseded values are not recommended for survey control.
 JC1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1607.See file dsdata.txt to determine how the superseded data were derived.
 JC1607
 JC1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2639283643(NAD 83)
 JC1607_MARKER: Z = SEE DESCRIPTION
 JC1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1607
 JC1607  HISTORY     - Date     Condition        Report By
 JC1607  HISTORY     - 1871     MONUMENTED       CGS
 JC1607  HISTORY     - 1873     SEE DESCRIPTION  CGS
 JC1607  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JC1607  HISTORY     - 1931     GOOD             CGS
 JC1607  HISTORY     - 1937     GOOD             CGS
 JC1607  HISTORY     - 1955     GOOD             CGS
 JC1607  HISTORY     - 19940511 MARK NOT FOUND   USPSQD
 JC1607
 JC1607                          STATION DESCRIPTION
 JC1607
 JC1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (REH)
 JC1607'ABOUT 11 MILES IN NORTHWESTERLY DIRECTION FROM ST. LOUIS,
 JC1607'IN NE 1/4 SEC. 1, T. 45 N., R. 5 E., ON LAND BELONGING IN
 JC1607'1922 TO MOSES GRUNERFIELDER OF CLAYTON, ON HIGHEST GROUND
 JC1607'ABOUT 200 YARDS WEST OF WARSON ROAD AND 275 FEET SOUTH OF
 JC1607'CENTER LINE OF CONCRETE PAVEMENT ON OLIVE STREE, ON SOUTH
 JC1607'SIDE OF DOUBLE ROW OF SHADE TREES, THE GROUND TO THE NORTH
 JC1607'AND SOUTH BEING USED FOR TRUCK FARMING.  ORIGINAL SURFACE MARK
 JC1607'WAS A PINE STUB ABOUT 4 INCHES SQUARE SURROUNDED BY SMALL
 JC1607'MOUND OF EARTH.
 JC1607
 JC1607                          STATION RECOVERY (1873)
 JC1607
 JC1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1873 (REH)
 JC1607'IN 1873 IT WAS REPLACED BY LIMESTONE POST
 JC1607'6 INCHES SQUARE AND 30 INCHES LONG.
 JC1607
 JC1607                          STATION RECOVERY (1922)
 JC1607
 JC1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (REH)
 JC1607'IN 1922 SURFACE MARK
 JC1607'WAS NOT FOUND AND STANDARD DISK STATION MARK IN CONCRETE
 JC1607'WAS SET OVER ORIGINAL UNDERGROUND MARK, AN
 JC1607'EARTHENWARE PYRAMID ABOUT 10 INCHES ON AN EDGE, AND 32 INCHES
 JC1607'BELOW GROUND, WITH RAISED LETTERS U.S.C.S. ON ONE FACE.  IN
 JC1607'1922 WHILE OLIVE STREET WAS BEING REPAVED STANDARD DISK
 JC1607'REFERENCE MARK WAS SET IN THE FRESH CONCRETE 0.7 FOOT
 JC1607'SOUTH OF NORTH EDGE OF PAVEMENT, AND 235.1 FEET NORTH
 JC1607'(MAGNETIC) FROM STATION.
 JC1607
 JC1607                          STATION RECOVERY (1931)
 JC1607
 JC1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (REH)
 JC1607'IN 1931 ALL MARKS FOUND IN GOOD
 JC1607'CONDITION, AND AN AZIMUTH MARK, STANDARD REFERENCE DISK
 JC1607'STAMPED MORGAN 1871, 1931, WAS SET IN CONCRETE,
 JC1607'PROJECTING ABOUT 6 INCHES ABOVE GROUND, 1 METER (3
 JC1607'FEET) SOUTH OF EAST BACKSTOP OF A TENNIS COURT, 77 METERS (253
 JC1607'FEET) WEST OF ROAD, 80 METERS (262 FEET) WEST OF MAIL BOX
 JC1607'MARKED HAHLER, AND ABOUT 300 YARDS FROM STATION, S 61 DEG 19 MIN E.
 JC1607
 JC1607                          STATION RECOVERY (1937)
 JC1607
 JC1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JC1607'STATION RECOVERED.  IT IS ABOUT 11 MILES N OF W FROM THE
 JC1607'BUSINESS CENTER OF ST. LOUIS, 223.6 FEET S FROM THE CENTER
 JC1607'LINE OF THE OLIVE STREET ROAD.  ABOUT 0.15 MILE W OF THE
 JC1607'WARSOU ROAD AND ABOUT 0.5 MILE E OF THE BYPASS ROAD, ON
 JC1607'PROPERTY BELONGING TO MOSES GRUNERFIELDER OF CLAYTON.  THE
 JC1607'STATION IS S OF A DOUBLE ROW OF LARGE TREES AND N OF A SINGLE
 JC1607'ROW OF SMALLER TREES ON THE HIGHEST GROUND.  THE GROUND TO THE N
 JC1607'AND THE S OF THE TREES IS USED FOR TRUCK FARMING.
 JC1607'
 JC1607'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE 12
 JC1607'INCHES SQUARE AND PROJECTING 3 INCHES ABOVE THE GROUND.
 JC1607'
 JC1607'THE UNDERGROUND MARK IS AN EARTHERNWARE PYRAMID 32 INCHES
 JC1607'BELOW THE SURFACE.
 JC1607'
 JC1607'REFERENCE MARK IS A STANDARD DISK SET IN THE CONCRETE PAVEMENT
 JC1607'ON THE OLIVE STREET ROAD 0.7 FOOT FROM THE N EDGE OF THE
 JC1607'PAVEMENT AND 235.1 FEET DUE N MAGNETIC FROM THE STATION.
 JC1607'
 JC1607'AZIMUTH MARK SET IN 1931 IS ABOUT 300 YARDS FROM THE STATION.
 JC1607'THE MARK IS OBSTRUCTED BY
 JC1607'SHADE TREES AND CANNOT BE SEEN FROM THE GROUND.
 JC1607
 JC1607                          STATION RECOVERY (1955)
 JC1607
 JC1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 JC1607'THE STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE
 JC1607'FOUND IN GOOD CONDITION.  THE MONSANTO CHEMICAL CO. OWNS
 JC1607'THE PROPERTY WHERE THE STATION MARK AND AZIMUTH MARK ARE LOCATED.
 JC1607'THEY ARE BUILDING SOME LABORATORIES NEAR THE STATION, AND
 JC1607'THE GROUND AROUND THE STATION MARK IS BEING LEVELED TO A
 JC1607'DEPTH OF 6 FT.  THE STATION MARK WAS MOVED AT THE REQUEST
 JC1607'OF MONSANTO CHEMICAL CO., AND A NEW REFERENCE MARK WAS
 JC1607'ESTABLISHED.  FOR DETAILS SEE DESCRIPTION OF THE NEW STATION,
 JC1607'MORGAN 2 1955.
 JC1607
 JC1607                          STATION RECOVERY (1994)
 JC1607
 JC1607'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC1607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1606 ***********************************************************************
 JC1606  DESIGNATION -  MORGAN 2
 JC1606  PID         -  JC1606
 JC1606  STATE/COUNTY-  MO/ST LOUIS
 JC1606  USGS QUAD   -  CREVE COEUR (1993)
 JC1606
 JC1606                         *CURRENT SURVEY CONTROL
 JC1606  ___________________________________________________________________
 JC1606* NAD 83(1997)-  38 40 22.02812(N)    090 23 54.41529(W)     ADJUSTED  
 JC1606* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 JC1606  ___________________________________________________________________
 JC1606  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 JC1606  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JC1606
 JC1606  HORZ ORDER  -  SECOND
 JC1606
 JC1606.The horizontal coordinates were established by classical geodetic methods
 JC1606.and adjusted by the National Geodetic Survey in February 2000..
 JC1606.No horizontal observational check was made to the station.
 JC1606
 JC1606.The orthometric height was scaled from a topographic map.
 JC1606
 JC1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1606
 JC1606.The geoid height was determined by GEOID03.
 JC1606
 JC1606;                    North         East     Units Scale Factor Converg.
 JC1606;SPC MO E     -   315,113.264   258,836.811   MT  0.99993429   +0 03 48.4
 JC1606;UTM  15      - 4,283,678.215   726,323.993   MT  1.00023082   +1 37 34.8
 JC1606
 JC1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1606!SPC MO E     -   0.99997054  x   0.99993429  =   0.99990484
 JC1606!UTM  15      -   0.99997054  x   1.00023082  =   1.00020136
 JC1606
 JC1606|---------------------------------------------------------------------|
 JC1606| PID    Reference Object                     Distance      Geod. Az  |
 JC1606|                                                           dddmmss.s |
 JC1606| CI4688 MORGAN RM                            82.555 METERS 06505     |
 JC1606| JC1607 MORGAN                               76.471 METERS 11842     |
 JC1606| CI4694 MORGAN 2 RM 3                        40.910 METERS 32601     |
 JC1606|---------------------------------------------------------------------|
 JC1606
 JC1606                          SUPERSEDED SURVEY CONTROL
 JC1606
 JC1606  NAD 83(1997)-  38 40 22.02897(N)    090 23 54.41530(W) AD(       ) 2
 JC1606  NAD 83(1986)-  38 40 22.04539(N)    090 23 54.41413(W) AD(       ) 2
 JC1606  NAD 27      -  38 40 21.85800(N)    090 23 53.99000(W) AD(       ) 2
 JC1606
 JC1606.Superseded values are not recommended for survey control.
 JC1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1606.See file dsdata.txt to determine how the superseded data were derived.
 JC1606
 JC1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2632483678(NAD 83)
 JC1606_MARKER: DS = TRIANGULATION STATION DISK
 JC1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1606
 JC1606  HISTORY     - Date     Condition        Report By
 JC1606  HISTORY     - 1955     MONUMENTED       CGS
 JC1606  HISTORY     - 1956     GOOD             CGS
 JC1606  HISTORY     - 1959     GOOD             CGS
 JC1606  HISTORY     - 1961     MARK NOT FOUND   CGS
 JC1606  HISTORY     - 1966     MARK NOT FOUND   MOHC
 JC1606  HISTORY     - 1971     SEE DESCRIPTION  MORC
 JC1606  HISTORY     - 19940511 MARK NOT FOUND   USPSQD
 JC1606
 JC1606                          STATION DESCRIPTION
 JC1606
 JC1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 JC1606'THE STATION IS LOCATED ABOUT 11 MILES WEST-NORTHWEST OF DOWNTOWN
 JC1606'ST. LOUIS, 1-1/2 MILES WEST OF OLIVETTE, 1/4 MILE EAST OF
 JC1606'THE JUNCTION OF LINDBERGH BOULEVARD (U.S. HIGHWAY 66 AND U.S.
 JC1606'HIGHWAY 67 BYPASS) AND OLIVE STREET (STATE HIGHWAY 340),
 JC1606'AND 1/4 MILE WEST OF THE STACY PARK RESERVOIR IN THE NE 1/4
 JC1606'OF SEC. 1, T. 45 N., R 5 E. ON LAND BELONGING TO THE MONSANTO
 JC1606'CHEMICAL CO.  IT IS 144 FEET SOUTH OF THE CENTER OF OLIVE
 JC1606'STREET AND 128 FEET WEST OF THE WEST CURB OF THE ENTRANCE DRIVE
 JC1606'TO THE MONSANTO CHEMICAL LABORATORIES AT 9850 OLIVE ST.
 JC1606'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JC1606'MORGAN 2 1955.
 JC1606'
 JC1606'REFERENCE MARK IS SET IN THE PAVEMENT OF OLIVE STREET AND 6 INCHES
 JC1606'SOUTH OF THE NORTH EDGE.  IT IS A STANDARD DISK, STAMPED MORGAN
 JC1606'1871.
 JC1606'
 JC1606'REFERENCE MARK NO. 3 IS AT THE SOUTHEAST CORNER OF A STORAGE SHED
 JC1606'USED FOR PLUMBING SUPPLIES AND 54 FEET SOUTH OF THE CENTER
 JC1606'OF OLIVE STREET.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JC1606'IS STAMPED MORGAN 2 NO. 3 1955.
 JC1606'
 JC1606'THE AZIMUTH MARK IS ABOUT 0.2 MILE EAST-SOUTHEAST OF THE STATION,
 JC1606'ABOUT 150 YARDS SOUTH-SOUTHWEST OF THE INTERSECTION OF OLIVE
 JC1606'STREET AND WARSON ROAD, 217 FEET EAST OF THE CENTER OF WARSON
 JC1606'ROAD, 155 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, AND
 JC1606'127 FEET NORTH-NORTHEAST OF A NORTHEAST CORNER OF ANOTHER HOUSE.
 JC1606'THE MARK PROJECTS 4 INCHES AND THE DISK IS A STANDARD
 JC1606'REFERENCE MARK DISK AND IS STAMPED MORGAN 1871 1931.  (NOTE-
 JC1606'THE LINE BETWEEN STATION MORGAN 2 1955 AND THE AZIMUTH MARK
 JC1606'SHOULD BE CLEAR WHEN THE GROUND AROUND THE OLD STATION,
 JC1606'MORGAN 1871, IS REMOVED TO A DEPTH OF 6 FEET.)
 JC1606'
 JC1606'TO REACH THE STATION FROM THE INTERSECTION OF OLIVE STREET
 JC1606'AND WARSON ROAD AT THE NORTHWEST CORNER OF STACY PARK RESERVOIR,
 JC1606'GO WEST ON OLIVE STREET FOR 0.2 MILE TO THE ENTRANCE TO THE
 JC1606'MONSANTO CHEMICAL CO. AND THE STATION AS DESCRIBED.
 JC1606'
 JC1606'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JC1606
 JC1606                          STATION RECOVERY (1956)
 JC1606
 JC1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 JC1606'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JC1606'IN GOOD CONDITION.  ROAD CONSTRUCTION AT THE MONSANTO CHEMICAL
 JC1606'CO. WILL DESTROY MORGAN R.M. NO. 2 1871 1931.  IT WAS MOVED AND
 JC1606'MORGAN 2 AZIMUTH MARK RESET 1956 WAS ESTABLISHED.  A BRIEF
 JC1606'DESCRIPTION OF THE AZIMUTH MARK FOLLOWS.
 JC1606'
 JC1606'THE AZIMUTH MARK IS SET IN A DRILLHOLE IN THE CONCRETE
 JC1606'SIDEWALK AT THE EAST END OF THE STEPS AT THE ENTRANCE TO ST.
 JC1606'PAULS EVANGELICAL CHURCH WHICH IS LOCATED IN THE NORTHWEST ANGLE
 JC1606'OF THE INTERSECTION OF OLIVE STREET AND WARSON ROAD IN THE
 JC1606'SUBURB OF CREVE COEUR.  IT IS 0.2 MILE EAST OF THE STATION
 JC1606'AND IS STAMPED MORGAN 2 1956.
 JC1606'
 JC1606'NOTE- THE ORIGINAL DISTANCE FROM MORGAN 1871 TO MORGAN R.M. NO. 2
 JC1606'WAS COMPARATIVELY SHORT FOR AN AZIMUTH MARK.  WHEN MORGAN 2
 JC1606'WAS ESTABLISHED IN 1955, THE DISTANCE WAS EXTENDED.  IF
 JC1606'EITHER THE WATER TANK OR RADIO MAST LISTED ABOVE HAVE BEEN
 JC1606'MADE AN INTERSECTION STATION RECENTLY, A CHECK COMPUTATION
 JC1606'FOR THE NEW AZIMUTH MARK SHOULD BE MADE.
 JC1606
 JC1606                          STATION RECOVERY (1959)
 JC1606
 JC1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 JC1606'THIS STATION AND BOTH REFERENCE MARKS WERE DESTROYED BY NEW
 JC1606'CONSTRUCTION ALONG OLIVE STREET ROAD AND GRADING OPERATIONS
 JC1606'BY MONSANTO CHEMICAL COMPANY IN LANDSCAPING THEIR PROPERTY
 JC1606'ON WHICH THE STATION WAS LOCATED.  MR. R.I. HAYES, MANAGER
 JC1606'CONSTRUCTION SECTION FOR THE MONSANTO CHEMICAL COMPANY HAD
 JC1606'WRITTEN THE KANSAS CITY DISTRICT OFFICE REQUESTING THE STATION
 JC1606'MARK BE LOWERED AFTER THE GRADING WAS COMPLETED, BUT A
 JC1606'MISUNDERSTANDING BETWEEN HIS OFFICE AND THE CONTRACTOR
 JC1606'RESULTED IN THE MARKS BEING DESTROYED.  MR. HAYES FELT THAT
 JC1606'PERMISSION COULD BE OBTAINED TO LOCATE THE STATION ON THE
 JC1606'MONSANTO CHEMICAL COMPANY PROPERTY WHEN TRIANGULATION
 JC1606'WORK IS BEING ACCOMPLISHED IN THE AREA IN THE FUTURE.
 JC1606
 JC1606                          STATION RECOVERY (1961)
 JC1606
 JC1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JC1606'THIS STATION AND BOTH REFERENCE MARKS HAVE BEEN DESTROYED
 JC1606'BY A DOUBLELANE ROAD BUILDING JOB AND LANDSCAPING BY MONSANTO
 JC1606'CHEMICAL CO, SO THE AZIMUTH MARK SET IN THE ENTRANCE STEPS AT THE
 JC1606'ST. PAULS EVAGELICAL CHURCH ON OLIVE STREET WHICH IS BEING
 JC1606'RAZED, WAS DESTROYED.  ALL THE MARKS AT THIS STATION HAVE
 JC1606'BEEN DESTROYED AND THE STATION SHOULD BE LISTED AS LOST.
 JC1606
 JC1606                          STATION RECOVERY (1966)
 JC1606
 JC1606'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1966
 JC1606'STATION MARK HAS BEEN DESTROYED BY HEAVY GRADING BY MONSANTO
 JC1606'CHEMICAL CO.
 JC1606'
 JC1606'AZIMUTH MARK DESTROYED BY ADDITION TO NOTED CHURCH.
 JC1606
 JC1606                          STATION RECOVERY (1971)
 JC1606
 JC1606'RECOVERY NOTE BY MISSOURI RIVER COMMISSION 1971 (HCK)
 JC1606'STATION NOT RECOVERED AND IS ALMOST CERTAINLY GRADED OUT.
 JC1606'AZIMUTH MARKER NOT RECOVERED AND ACCORDING TO JANITOR OF ST.
 JC1606'PAULS EVANGELICAL CHURCH, ON WHOSE PROPERTY IT WAS LOCATED,
 JC1606'WAS REMOVED WHEN ORIGINAL CHURCH WAS RELOCATED.  REFERENCE MARK
 JC1606'NO. 2 WAS REMOVED WHEN OLIVE STREET ROAD WAS WIDENED.
 JC1606
 JC1606                          STATION RECOVERY (1994)
 JC1606
 JC1606'RECOVERY NOTE BY US POWER SQUADRON 1994
 JC1606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1229 ***********************************************************************
 HD1229  DESIGNATION -  MORGAN RESET
 HD1229  PID         -  HD1229
 HD1229  STATE/COUNTY-  MO/HICKORY
 HD1229  USGS QUAD   -  PRESTON (1972)
 HD1229
 HD1229                         *CURRENT SURVEY CONTROL
 HD1229  ___________________________________________________________________
 HD1229* NAD 83(1997)-  37 56 26.71411(N)    093 09 08.31658(W)     ADJUSTED  
 HD1229* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 HD1229  ___________________________________________________________________
 HD1229  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HD1229  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HD1229
 HD1229  HORZ ORDER  -  SECOND
 HD1229
 HD1229.The horizontal coordinates were established by classical geodetic methods
 HD1229.and adjusted by the National Geodetic Survey in February 2000..
 HD1229
 HD1229.The orthometric height was scaled from a topographic map.
 HD1229
 HD1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1229
 HD1229.The geoid height was determined by GEOID03.
 HD1229
 HD1229;                    North         East     Units Scale Factor Converg.
 HD1229;SPC MO C     -   234,057.277   442,663.447   MT  0.99997381   -0 24 03.9
 HD1229;UTM  15      - 4,199,252.514   486,616.820   MT  0.99960221   -0 05 37.1
 HD1229
 HD1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1229!SPC MO C     -   0.99995153  x   0.99997381  =   0.99992534
 HD1229!UTM  15      -   0.99995153  x   0.99960221  =   0.99955376
 HD1229
 HD1229:                Primary Azimuth Mark                     Grid Az
 HD1229:SPC MO C     -  W 32                                     093 19 57.6
 HD1229:UTM  15      -  W 32                                     093 01 30.8
 HD1229
 HD1229|---------------------------------------------------------------------|
 HD1229| PID    Reference Object                     Distance      Geod. Az  |
 HD1229|                                                           dddmmss.s |
 HD1229| HD0564 W 32                                               0925553.7 |
 HD1229| CN7513 MORGAN RM 3                          34.183 METERS 10109     |
 HD1229| CN7511 MORGAN RM 1                          34.058 METERS 10112     |
 HD1229| CN7512 MORGAN RM 2                          33.171 METERS 20346     |
 HD1229|---------------------------------------------------------------------|
 HD1229
 HD1229                          SUPERSEDED SURVEY CONTROL
 HD1229
 HD1229  NAD 83(1997)-  37 56 26.72353(N)    093 09 08.31520(W) AD(       ) 2
 HD1229  NAD 83(1986)-  37 56 26.72479(N)    093 09 08.31618(W) AD(       ) 2
 HD1229  NAD 27      -  37 56 26.60400(N)    093 09 07.61800(W) AD(       ) 2
 HD1229
 HD1229.Superseded values are not recommended for survey control.
 HD1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1229.See file dsdata.txt to determine how the superseded data were derived.
 HD1229
 HD1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB8661799253(NAD 83)
 HD1229_MARKER: DS = TRIANGULATION STATION DISK
 HD1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1229
 HD1229  HISTORY     - Date     Condition        Report By
 HD1229  HISTORY     - 1947     MONUMENTED       CGS
 HD1229  HISTORY     - 1973     SEE DESCRIPTION  NGS
 HD1229
 HD1229                          STATION DESCRIPTION
 HD1229
 HD1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW)
 HD1229'THE STATION IS LOCATED ABOUT 3 MILES EAST OF PRESTON ON THE
 HD1229'NORTH SIDE OF U.S. HIGHWAY 54.  IT IS 58 FEET NORTH OF THE
 HD1229'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 54, AND 23 FEET WEST
 HD1229'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD.  THE MARK
 HD1229'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MORGAN 1947.
 HD1229'
 HD1229'REFERENCE MARK NO. 1 IS 111.74 FEET EAST OF THE STATION AND
 HD1229'37 FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 54.
 HD1229'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HD1229'MORGAN NO 1 1947.
 HD1229'
 HD1229'REFERENCE MARK NO. 2 IS 108.84 FEET SOUTH-SOUTHWEST OF THE
 HD1229'STATION, 42 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S.
 HD1229'HIGHWAY 54 AND 2 FEET EAST OF A POWER POLE.  THE MARK PROJECTS
 HD1229'ABOUT 4 INCHES AND THE DISK IS STAMPED MORGAN NO 2 1947.
 HD1229'
 HD1229'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, 37
 HD1229'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 54,
 HD1229'4.5 FEET NORTH OF A WITNESS POST AND 3 FEET NORTH OF A FENCELINE.
 HD1229'THE MARK IS A STANDARD USC AND GS BENCH MARK SET IN A 12 BY
 HD1229'12 INCH CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.  THE
 HD1229'MARK IS STAMPED W 32 1934.  THE MARKING IS PARTLY OBLITERATED
 HD1229'BUT IS STILL LEGIBLE.
 HD1229'
 HD1229'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 54 EAST OF
 HD1229'PRESTON GO EAST ON U.S. HIGHWAY 54 FOR 3.1 MILES TO GRAVELED
 HD1229'ROAD AND STATION ON LEFT.  TO REACH AZIMUTH MARK FROM
 HD1229'STATION CONTINUE EAST FOR 0.5 MILE TO MARK ON RIGHT.
 HD1229'
 HD1229'NOTE- BECAUSE OF LARGE TREES ON LINE BM W 32 1934 (USC AND GS)
 HD1229'WAS NOT TRAVERSED.
 HD1229'
 HD1229'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HD1229
 HD1229                          STATION RECOVERY (1973)
 HD1229
 HD1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 HD1229'THE SUB-SURFACE STATION MARK, REFERENCE MARK 2 AND THE BENCH MARK
 HD1229'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 HD1229'MARK AND REFERENCE MARK 1 WERE FOUND LYING ON TOP THE GROUND.  A
 HD1229'NEW SURFACE STATION MARK WAS SET DIRECTLY OVER THE UNDERGROUND
 HD1229'STATION MARK AND REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.
 HD1229'THE DESCRIPTION OF THE ROUTE TO REACH THE STATION AND
 HD1229'THE BENCH MARK ARE ADEQUATE.  FOLLOWING ARE SOME ADDITIONAL NOTES
 HD1229'FOR THE MARKS AND A DESCRIPTION FOR REFERENCE MARK 3.
 HD1229'
 HD1229'THE SURFACE STATION MARK DISK IS STAMPED MORGAN 1947 1973, SET IN
 HD1229'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 HD1229'SURFACE, 58 FEET EAST-NORTHEAST OF A TELEPHONE POLE AND 2.7 FEET
 HD1229'WEST OF A METAL WITNESS POST.
 HD1229'
 HD1229'REFERENCE MARK 2 IS 3 FEET EAST OF A POWER POLE WITH TRANSFORMER AND
 HD1229'2 FEET SOUTH OF A FENCE.
 HD1229'
 HD1229'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MORGAN 1947 NO 3 1973,
 HD1229'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 HD1229'WITH THE SURFACE OF THE GROUND.  IT IS 90 FEET EAST OF THE CENTER
 HD1229'OF A GRAVELED ROAD, 63 FEET EAST OF A HIGHWAY RIGHT-OF-WAY MARKER
 HD1229'(A GRADER BLADE PAINTED ORANGE AND PROJECTS 3 FEET), 37 FEET
 HD1229'NORTH OF THE CENTER OF HIGHWAY 54
 HD1229'AND 1.7 FEET WEST OF A METAL WITNESS POST.
 HD1229'
 HD1229'BENCH MARK W 32 1934 IS 1.5 FEET WEST OF A METAL WITNESS POST AND 15
 HD1229'FEET NORTHEAST OF A POWER POLE.
 HD1229'
 HD1229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PRESTON, 3 MILES
 HD1229'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1608 ***********************************************************************
 JC1608  DESIGNATION -  MORGAN WATER TANK
 JC1608  PID         -  JC1608
 JC1608  STATE/COUNTY-  MO/ST LOUIS
 JC1608  USGS QUAD   -  CREVE COEUR (1993)
 JC1608
 JC1608                         *CURRENT SURVEY CONTROL
 JC1608  ___________________________________________________________________
 JC1608* NAD 83(1997)-  38 40 23.43062(N)    090 23 43.25778(W)     ADJUSTED  
 JC1608* NAVD 88     -                                                        
 JC1608  ___________________________________________________________________
 JC1608  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 JC1608  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JC1608
 JC1608  HORZ ORDER  -  THIRD
 JC1608
 JC1608.The horizontal coordinates were established by classical geodetic methods
 JC1608.and adjusted by the National Geodetic Survey in February 2000..
 JC1608
 JC1608
 JC1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1608
 JC1608.The geoid height was determined by GEOID03.
 JC1608
 JC1608;                    North         East     Units Scale Factor Converg.
 JC1608;SPC MO E     -   315,156.812   259,106.457   MT  0.99993435   +0 03 55.4
 JC1608;UTM  15      - 4,283,729.116   726,592.431   MT  1.00023232   +1 37 41.8
 JC1608
 JC1608                          SUPERSEDED SURVEY CONTROL
 JC1608
 JC1608  NAD 83(1997)-  38 40 23.43192(N)    090 23 43.25808(W) AD(       ) 4
 JC1608  NAD 83(1986)-  38 40 23.44742(N)    090 23 43.25787(W) AD(       ) 4
 JC1608  NAD 27      -  38 40 23.26300(N)    090 23 42.83500(W) AD(       ) 3
 JC1608
 JC1608.Superseded values are not recommended for survey control.
 JC1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1608.See file dsdata.txt to determine how the superseded data were derived.
 JC1608
 JC1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC2659283729(NAD 83)
 JC1608_MARKER: 51 = TANK
 JC1608
 JC1608  HISTORY     - Date     Condition        Report By
 JC1608  HISTORY     - 1931     FIRST OBSERVED   CGS
 JC1608
 JC1608                          STATION DESCRIPTION
 JC1608
 JC1608'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1748 ***********************************************************************
 HB1748  DESIGNATION -  MORLEY
 HB1748  PID         -  HB1748
 HB1748  STATE/COUNTY-  MO/SCOTT
 HB1748  USGS QUAD   -  MORLEY (1978)
 HB1748
 HB1748                         *CURRENT SURVEY CONTROL
 HB1748  ___________________________________________________________________
 HB1748* NAD 83(1997)-  37 00 37.62535(N)    089 36 38.29724(W)     ADJUSTED  
 HB1748* NAVD 88     -       114.8    (meters)     377.     (feet)  GPS OBS   
 HB1748  ___________________________________________________________________
 HB1748  X           -      34,653.211 (meters)                     COMP
 HB1748  Y           -  -5,099,246.485 (meters)                     COMP
 HB1748  Z           -   3,818,371.610 (meters)                     COMP
 HB1748  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HB1748  ELLIP HEIGHT-          86.70  (meters)          (02/17/00) GPS OBS
 HB1748  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB1748
 HB1748  HORZ ORDER  -  FIRST
 HB1748  ELLP ORDER  -  FOURTH    CLASS I
 HB1748
 HB1748.The horizontal coordinates were established by classical geodetic methods
 HB1748.and adjusted by the National Geodetic Survey in February 2000..
 HB1748
 HB1748.The orthometric height was determined by GPS observations and a
 HB1748.high-resolution geoid model.
 HB1748
 HB1748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1748
 HB1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1748
 HB1748.The ellipsoidal height was determined by GPS observations
 HB1748.and is referenced to NAD 83.
 HB1748
 HB1748.The geoid height was determined by GEOID03.
 HB1748
 HB1748;                    North         East     Units Scale Factor Converg.
 HB1748;SPC MO E     -   130,982.179   329,148.358   MT  1.00001048   +0 32 07.4
 HB1748;UTM  16      - 4,099,218.457   267,725.158   MT  1.00026468   -1 34 19.9
 HB1748
 HB1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1748!SPC MO E     -   0.99998639  x   1.00001048  =   0.99999687
 HB1748!UTM  16      -   0.99998639  x   1.00026468  =   1.00025107
 HB1748
 HB1748|---------------------------------------------------------------------|
 HB1748| PID    Reference Object                     Distance      Geod. Az  |
 HB1748|                                                           dddmmss.s |
 HB1748| CI4695 MORLEY RM 1                                        02508     |
 HB1748| HB1824 MORLEY RM 3                           8.270 METERS 12131     |
 HB1748| CI4696 MORLEY RM 2                                        1255111.8 |
 HB1748| HB1820 MORLEY AZ MK                        468.518 METERS 1255221.8 |
 HB1748| HB1819 MORLEY AZ MK 2                      420.025 METERS 1304915.3 |
 HB1748| GD1780 SIKESTON INTERNATL SHOE STACK       APPROX.14.9 KM 1692856.2 |
 HB1748| GD1783 SIKESTON MUNICIPAL TANK             APPROX.14.8 KM 1704808.6 |
 HB1748| GD1784 SIKESTON SCOTT MILLING STK          APPROX.15.1 KM 1750330.2 |
 HB1748| HB1825 MORLEY RM 4                           6.893 METERS 22833     |
 HB1748|---------------------------------------------------------------------|
 HB1748
 HB1748                          SUPERSEDED SURVEY CONTROL
 HB1748
 HB1748  NAD 83(1997)-  37 00 37.62538(N)    089 36 38.29711(W) AD(       ) 1
 HB1748  NAD 83(1997)-  37 00 37.63623(N)    089 36 38.29350(W) AD(       ) 1
 HB1748  NAD 83(1986)-  37 00 37.63353(N)    089 36 38.29825(W) AD(       ) 1
 HB1748  NAD 27      -  37 00 37.46000(N)    089 36 38.01100(W) AD(       ) 1
 HB1748  NGVD 29 (05/28/98)  114.8    (m)          377.     (f) GPS OBS        
 HB1748
 HB1748.Superseded values are not recommended for survey control.
 HB1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1748.See file dsdata.txt to determine how the superseded data were derived.
 HB1748
 HB1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6772599218(NAD 83)
 HB1748_MARKER: DH = HORIZONTAL CONTROL DISK
 HB1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1748_SP_SET: CONCRETE POST
 HB1748_STAMPING: MORLEY 1930
 HB1748_MARK LOGO: CGS   
 HB1748_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HB1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1748+STABILITY: SURFACE MOTION
 HB1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1748+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2002
 HB1748
 HB1748  HISTORY     - Date     Condition        Report By
 HB1748  HISTORY     - 1930     MONUMENTED       CGS
 HB1748  HISTORY     - 1930     GOOD             CGS
 HB1748  HISTORY     - 1959     GOOD             CGS
 HB1748  HISTORY     - 1970     GOOD             NGS
 HB1748  HISTORY     - 19910203 GOOD             MODNR
 HB1748  HISTORY     - 19910326 GOOD             NGS
 HB1748  HISTORY     - 20020825 GOOD             USACE
 HB1748
 HB1748                          STATION DESCRIPTION
 HB1748
 HB1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1748'ABOUT 10 MILES NORTH OF SIKESTON, 2 MILES SOUTH OF MORLEY, AND
 HB1748'THREE-FOURTHS MILE EAST OF ROUTE 61, ON LAND OWNED BY H. K.
 HB1748'DICKEY.  TO REACH FROM SIKESTON, GO 39 MILES NORTH ON ROUTE 61 TO
 HB1748'ROAD LEADING EAST AT JUNCTION WITH ELECTRIC POWER LINE LEADING
 HB1748'EAST FROM NORTH-AND-SOUTH POWER LINE.  FOLLOW ROAD EAST THREE-FOURTHS
 HB1748'MILE TO DIRT ROAD LEADING NORTH, AND GO 0.2 MILE NORTH ON ROAD
 HB1748'TO STATION WHICH IS ON HIGHEST POINT OF PROMINENT SAND HILL, TOP AND
 HB1748'WEST SIDE OF WHICH ARE COVERED WITH SMALL JACK-OAK SPROUTS
 HB1748'(SURROUNDING LAND IS CLEAR AND IN CULTIVATION), AND 50 METERS (164
 HB1748'FEET) WEST OF CENTER LINE OF DIRT-AND-SAND ROAD.  SURFACE AND
 HB1748'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 HB1748'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 HB1748'NO. 1 IS ALONGSIDE ROAD, IN WEST FENCE
 HB1748'LINE, 30 METERS (98 FEET) SOUTH OF SOUTH END OF GATE AT FOOT OF SAND
 HB1748'HILL, AND 200 METERS (656 FEET) FROM STATION.
 HB1748'NO. 2 IS ON SMALL KNOLL ON PUBLIC ROAD, ON SOUTH
 HB1748'RIGHT-OF-WAY FENCE LINE OF ROAD, ON NORTH SIDE OF PEACH ORCHARD,
 HB1748'AND ONE-FOUTH MILE FROM STATION, S 54 DEG 07 MIN E.
 HB1748
 HB1748                          STATION RECOVERY (1930)
 HB1748
 HB1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 HB1748'RECOVERED IN GOOD CONDITION.
 HB1748
 HB1748                          STATION RECOVERY (1959)
 HB1748
 HB1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 HB1748'THIS STATION WAS RECOVERED AS DESCRIBED AND THE STATION AND BOTH
 HB1748'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION
 HB1748'WORK WILL DESTROY REFERENCE MARK NO. 2, SO IT WAS MOVED ON LINE AWAY
 HB1748'FROM THE STATION.  NO NEW MARKS WERE ESTABLISHED NEAR THE STATION
 HB1748'BECAUSE OF THE TERRAIN.  A COMPLETE DESCRIPTION FOLLOWS.
 HB1748'
 HB1748'STATION IS LOCATED ABOUT 10 MILES NORTH OF SIKESTON AND 2 MILES SOUTH
 HB1748'OF MORLEY IN THE SW 1/4 OF SECTION 1, T 27 N., R 13 E., 3/4 MILE
 HB1748'EAST OF U.S. HIGHWAY 61, AND ON TOP OF A PROMINENT SAND HILL WHICH IS
 HB1748'COVERED WITH JACK-OAK TREES, AND 164 FEET WEST OF THE CENTER OF
 HB1748'SANDY TRACK ROAD, AND 300 YARDS NORTH OF THE CENTER OF SCOTT COUNTY
 HB1748'ROAD U WHICH IS A MACADAM ROAD, NOW.  THE MARK PROJECTS 4 INCHES
 HB1748'AND THE DISK IS STAMPED MORLEY 1930.
 HB1748'
 HB1748'REFERENCE MARK NO. 1 IS 656 FEET (200 METERS) NORTH-NORTHEAST OF THE
 HB1748'STATION, N 25 DEG 08 MIN 28 SEC E, 98 FEET SOUTH OF THE
 HB1748'SOUTH GATE POST IN NORTH-SOUTH FENCE, 4 FEET SOUTH OF A 12-INCH OAK
 HB1748'TREE, AND 1 FOOT WEST OF WEST FENCE ALONG NORTH-SOUTH TRACK
 HB1748'ROAD.  THIS MARK IS ABOUT 40 FEET LOWER IN ELEVATION THAN THE STATION
 HB1748'MARK.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MORLEY
 HB1748'NO. 1 1930.
 HB1748'
 HB1748'REFERENCE MARK NO. 3 IS ABOUT 1/4 MILE SOUTHEAST OF THE STATION IN
 HB1748'AZIMUTH 305 DEG 52 MIN 55 SEC, 40 FEET SOUTH OF THE CENTER
 HB1748'OF SCOTT COUNTY ROAD U, 10 FEET WEST OF A JACK PINE, AND 1 FOOT EAST
 HB1748'OF A NEW WITNESS SIGNPOST AT HIGHWAY SURVEY STATION 50 + 48 EAST
 HB1748'FROM THE CENTER OF U.S. HIGHWAY 61.  THE MARK PROJECTS 4 INCHES AND
 HB1748'THE DISK IS STAMPED MORLEY NO. 3 1930.
 HB1748'
 HB1748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 61 IN
 HB1748'SIKESTON, GO NORTH ON U.S. HIGHWAY 61 FOR 8.0 MILES TO THE SCOTT
 HB1748'COUNTY CENTRAL SCHOOL ON THE RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY
 HB1748'61 FOR 2.0 MILES TO THE JUNCTION OF SCOTT COUNTY ROAD U EAST.
 HB1748'TURN RIGHT AND FOLLOW SCOTT COUNTY ROAD U EAST FOR 0.75 MILE TO A
 HB1748'T-ROAD NORTH.  TURN LEFT AND FOLLOW SANDY TRACK ROAD NORTH FOR
 HB1748'0.15 MILE TO THE TOP OF RISE AND THE STATION ON THE LEFT AS
 HB1748'DESCRIBED.
 HB1748'
 HB1748'AN ALTERNATE TO REACH FROM A RAILROAD CROSSING ON U.S. HIGHWAY 61
 HB1748'WHICH IS ABOUT 1/4 MILE OF MORLEY (A SMALL TOWN) AND 100 YARDS
 HB1748'SOUTH OF THE JUNCTION OF STATE HIGHWAY 77, GO SOUTH ON U.S. HIGHWAY
 HB1748'61 FOR 3.0 MILES TO THE JUNCTION OF COUNTY ROAD U LEFT.  TURN
 HB1748'LEFT AND GO EAST ON SCOTT COUNTY ROAD U FOR 0.75 MILE TO A T-ROAD
 HB1748'LEFT.  STATION IS 0.15 MILE NORTH ALONG SANDY TRACK ROAD AND TO THE
 HB1748'LEFT ON THE HIGHEST POINT OF A SAND HILL.
 HB1748'
 HB1748'TO REACH REFERENCE MARK NO. 3 FROM THE STATION, GO SOUTH ON TRACK
 HB1748'ROAD FOR 0.15 MILE TO SCOTT COUNTY ROAD U.  TURN LEFT AND GO
 HB1748'EAST ON COUNTY ROAD U FOR 0.2 MILE TO THE MARK ON THE RIGHT OR SOUTH
 HB1748'SIDE OF THE ROAD.
 HB1748'
 HB1748'NOTE-THE ELEVATION OF REFERENCE MARK NO. 3 IS 2.41 FEET LOWER THAN
 HB1748'THE ELEVATION OF REFERENCE MARK NO. 2.
 HB1748
 HB1748                          STATION RECOVERY (1970)
 HB1748
 HB1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HB1748'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 HB1748'FOUND UPROOTED AND THE DISK WAS SALVAGED.  REFERENCE MARK 2 WAS FOUND
 HB1748'IN GOOD CONDITION BUT THE STAMPING WAS BATTERED AND HARD TO TELL IF
 HB1748'IT WAS STAMPED NO. 2 OR NO. 3.  THERE WAS NO DATA AVAILABLE AT
 HB1748'THIS TIME AS TO ANY MOVING OF THE MARK OR RE-STAMPING WAS DONE.
 HB1748'REFERENCE MARKS 3 AND 4 WERE SET.  A NEW AND COMPLETE DESCRIPTION
 HB1748'FOLLOWS-
 HB1748'
 HB1748'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF MORLEY, 10 MILES NORTH
 HB1748'OF SIKESTON, ON A PROMINENT, TIMBERED COVERED SANDY KNOLL, NEAR
 HB1748'THE NORTH EDGE OF TOP IN A SMALL CLEARING AND ON THE HANKINS
 HB1748'PROPERTY.  IT IS 180 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 HB1748'GRADED ROAD, 146 FEET WEST OF A FENCE, 25 FEET SOUTHWEST OF AN 8 INCH
 HB1748'HICKORY TREE, 20 FEET WEST OF AN 11 INCH HICKORY TREE, 20 FEET NORTH
 HB1748'OF A 12 INCH JACK OAK TREE, 21 FEET NORTHEAST OF AN 8 INCH OAK TREE,
 HB1748'1 FOOT SOUTH OF A METAL WITNESS POST, MONUMENT PROJECTS 3 INCHES
 HB1748'AND THE DISK IS STAMPED MORLEY 1930.
 HB1748'
 HB1748'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 91 AND U.S.
 HB1748'HIGHWAY 61 ABOUT 5 MILES SOUTHWEST OF BENTON AND 1 MILE WEST OF
 HB1748'MORLEY, GO SOUTH ON HIGHWAY 61 FOR 2.25 MILES TO A SIDE ROAD LEFT.
 HB1748'TURN LEFT AND GO EAST ON COUNTY ROAD U FOR 0.75 MILE TO A SIDE
 HB1748'ROAD LEFT.* TURN LEFT AND GO NORTH ON THE GRADED ROAD FOR 0.15 MILE
 HB1748'TO THE STATION ON THE LEFT.
 HB1748'
 HB1748'* TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EAST ON RD. U
 HB1748'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HB1748'
 HB1748'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MORLEY 1930 NO. 3 1970,
 HB1748'BRAZED TO THE TOP OF A 4-1/2 FOOT LENGTH OF IRON PIPE SET IN
 HB1748'CONCRETE AND PROJECTING 8 INCHES, 3 FEET WEST OF AN 8 INCH HICKORY
 HB1748'TREE, 18 FEET EAST OF A 12 INCH OAK TREE, 156 FEET WEST OF THE
 HB1748'CENTERLINE OF THE GRADED ROAD, 122 FEET WEST OF THE FENCE AND 18 FEET
 HB1748'SOUTH OF THE 11 INCH HICKORY TREE.
 HB1748'
 HB1748'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MORLEY 1930 NO. 4 1970,
 HB1748'BRAZED TO THE TOP OF A 4-1/2 FOOT LENGTH OF IRON PIPE SET IN
 HB1748'CONCRETE AND PROJECTING ABOUT 8 INCHES, 23 FEET WEST OF A 12 INCH OAK
 HB1748'TREE, 3 FEET SOUTH OF AN 8 INCH OAK TREE AND 14 FEET EAST OF A 10
 HB1748'INCH HICKORY TREE.
 HB1748'
 HB1748'REFERENCE MARK 2 IS 41 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 46
 HB1748'FEET NORTH OF AN 18 INCH OAK TREE, 1 FOOT EAST OF A METAL WITNESS
 HB1748'POST, 152 FEET WEST OF A POWER POLE AND SET IN AN EAST-WEST FENCE.
 HB1748'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED MORLEY NO. 2
 HB1748'1930.
 HB1748'
 HB1748'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HB1748'
 HB1748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 2 MILES SOUTH
 HB1748'OF MORLEY.
 HB1748
 HB1748                          STATION RECOVERY (1991)
 HB1748
 HB1748'RECOVERY NOTE BY MO DEPT OF NAT RES 1991
 HB1748'STATION, AZIMUTH MARKS AND REFERENCE TIES
 HB1748'STATION MORLEY, 1930 IS LOCATED 10 MILES NORTH OF SIKESTON, 2 MILES
 HB1748'SOUTH OF MORLEY ON A PROMINENT TIMBER COVERED SAND HILL ON PRIVATE
 HB1748'PROPERTY OF MR. CARL TODT, RTE. 1, SIKESTON, MO 63801, TELEPHONE
 HB1748'314/471-1206.  MR. TODT SHOULD BE CONTACTED BEFORE OCCUPYING THE
 HB1748'STATION.  IT IS 177+ FT WEST OF THE CENTER LINE OF A GRAVEL SURFACE
 HB1748'COUNTY ROAD, 145 FT (44.2 M) WEST OF A NORTH-SOUTH FENCE, 27.1 FT
 HB1748'(8.3 M) NORTHWEST OF RM3, 1970, 22.62 FT (6.89 M) NORTHEAST OF
 HB1748'RM4, 1970, AND 3 FT (0.9 M) EAST OF A U.S. ARMY CORPS OF ENGINEERS
 HB1748'WITNESS POST.  RMS 3 AND 4 ARE STANDARD U.S. ARMY CORPS OF ENGINEERS
 HB1748'DISKS STAMPED MORLEY, 1930 NO (3 OR 4), 1970 BRAZED TO THE TOP OF 4
 HB1748'1/2 FT LENGTHS OF IRON PIPE SET IN CONCRETE AND PROJECTING ABOUT 8
 HB1748'INCHES ABOVE THE GROUND SURFACE.
 HB1748'THE AZIMUTH MARK (NOW BLOCKED BY A MOBILE HOME) IS ABOUT 1/4 MILE
 HB1748'SE ON THE SOUTH SIDE OF ROUTE U.  IT IS A STANDARD USC AND GS DISK
 HB1748'STAMPED MORLEY, 1930.  IT IS 41 FT (12.5 M) SOUTH OF ROUTE U CENTER
 HB1748'LINE, 58 FT (17.7 M) EAST OF CENTER LINE OF PINE STREET AND 1 FT
 HB1748'(0.3 M) EAST OF A METAL WITNESS POST AND SIGN.
 HB1748'STATION AND AZIMUTH MARK TO REACH
 HB1748'TO REACH MORLEY, 1930 FROM THE JUNCTION OF U.S. HWY. 61 AND MO. HWY.
 HB1748'91 ABOUT 1/2 MILE WEST OF THE CITY LIMITS OF MORLEY, MO, GO SOUTH ON
 HB1748'U.S. HWY. 61 FOR 2.0 MILES TO SCOTT COUNTY ROUTE U ON LEFT   TURN
 HB1748'LEFT AND GO EAST ON ROUTE U FOR 0.75 MILES TO A SIDE ROAD LEFT JUST
 HB1748'BEFORE REACHING A CITY LIMIT SIGN FOR HAYWARD CITY.  TURN LEFT AND GO
 HB1748'NORTH ON GRADED ROAD FOR 0.15 MILES TO CREST OF GRADE AND STATION ON
 HB1748'LEFT NEAR CREST OF SAND HILL AS DESCRIBED.
 HB1748'TO REACH THE AZIMUTH MARK MORLEY NO. 3, 1930 FROM THE STATION, RETURN
 HB1748'SOUTH ON GRADED ROAD FOR 0.15 MILES TO ROUTE U, TURN LEFT AND GO EAST
 HB1748'ON ROUTE U FOR 0.2 MILES TO MARK ON RIGHT (SOUTH) AS DESCRIBED.
 HB1748'SPECIAL INFORMATION
 HB1748'PROPERTY OWNER SHOULD BE CONTACTED BEFORE USING THIS STATION.
 HB1748'THE AZIMUTH MARK (MORLEY-NO. 3, 1930) WAS SET IN 1959 BY EXTENDING THE
 HB1748'ORIGINAL AZIMUTH FROM THE STATION 36.99 FT (11.27 M) THRU MORLEY
 HB1748'NO. 2, 1930.  APPARENTLY THE ORIGINAL NO. 2 DISK WAS SALVAGED AND
 HB1748'REMARKED AS NO. 3 WITHOUT ADDING THE 1959 YEAR.  CORPS PERSONNEL WHO
 HB1748'PLACED RMS 3 AND 4 AT STATION WERE APPARENTLY UNAWARE OF 1959
 HB1748'MAINTENANCE AND DUPLICATED THE NUMBER 3 WHEN ADDING REFERENCE
 HB1748'MONUMENTS.
 HB1748'DATE OF REPORT 07-25-1991
 HB1748
 HB1748                          STATION RECOVERY (1991)
 HB1748
 HB1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HB1748'STATION MARK, REFERENCE MARKS 3 AND 4 AND AZIMUTH MARK 1930 WERE
 HB1748'RECOVERED.  THE AZIMUTH MARK IS STAMPED NO 3, NOT NO 2 AS NOTED IN
 HB1748'1970.  THE 1930 APPELATION WAS ADDED BY THIS PARTY UNTILL THE CORRECT
 HB1748'DESIGNATION IS MADE.  A NEW AZIMUTH MARK 2 WAS POSITIONED AND
 HB1748'OCCUPIED AT THIS TIME.  STATION IS IN WOODS AND THE LINE TO THE OLD
 HB1748'AZIMUTH MARK IS BLOCKED BY TREES (ALTHOUGH A 2.5 M (8.2 FT) HIGH
 HB1748'TRIPOD WILL WORK IN THE WINTER).  A SUITABLE HORIZONTAL DIRECTION
 HB1748'BETWEEN THE OLD AZIMUTH MARK AND REFERENCE MARK 3 CHECKED THE 1970
 HB1748'DATA.  A DIFFERENCE OF ABOUT 1MIN 30SEC WAS NOTED TO REFERENCE MARK 2.
 HB1748'SHORTER DISTANCES OF 0.007 M (0.023 FT) AND 0.004 M (0.013 FT) WERE
 HB1748'NOTED TO REFERENCE MARKS 3 AND 4 RESPECTIVELY.
 HB1748'STATION IS LOCATED ABOUT 15 KM (9.30 MI) NORTH OF SIKESTON, 3 KM
 HB1748'(1.85 MI) SOUTH OF MORLEY, 1 KM (0.60 MI) EAST OF US HIGHWAY 61, IN
 HB1748'THE SMALL COMMUNITY OF HAYWOOD CITY, IN A SMALL CLEARING IN THE
 HB1748'WOODS. OWNERSHIP--UNKNOWN.
 HB1748'TO REACH FROM THE JUNCTION OF US HIGHWAYS 60 BUSINESS, 61, 62 AND
 HB1748'STATE HIGHWAY 114 IN SIKESTON, GO NORTH ON HIGHWAY 61 FOR 13.67 KM
 HB1748'(8.50 MI) TO STATE ROAD Z ON THE LEFT.  CONTINUE NORTH FOR 1.61 KM
 HB1748'(1.00 MI) TO STATE ROAD U ON THE RIGHT.  TURN RIGHT, EAST, ON PAVED
 HB1748'ROAD FOR 1.20 KM (0.75 MI) TO COUNTY ROAD 426 ON THE LEFT.  TURN
 HB1748'LEFT, NORTH, ON THE DIRT ROAD FOR 0.26 KM (0.15 MI) TO TOP OF GRADE,
 HB1748'THEN WALK WEST UP SLOPE FOR 50 M (164.0 FT) TO THE STATION.
 HB1748'STATION MARK IS SET IN THE TOP OF A 40-CM SQUARE CONCRETE POST 12 CM
 HB1748'ABOVE GROUND.  IT IS 45.2 M (148.3 FT) (SLOPE) WEST OF THE
 HB1748'RIGHT-OF-WAY FENCE, 15 M (49.2 FT) BN NORTHWEST OF APPARENT HIGH
 HB1748'GROUND, AND 0.9 M (3.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 HB1748'DESCRIBED BY G.R.HEID.
 HB1748
 HB1748                          STATION RECOVERY (2002)
 HB1748
 HB1748'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1820 ***********************************************************************
 HB1820  DESIGNATION -  MORLEY AZ MK
 HB1820  PID         -  HB1820
 HB1820  STATE/COUNTY-  MO/SCOTT
 HB1820  USGS QUAD   -  MORLEY (1978)
 HB1820
 HB1820                         *CURRENT SURVEY CONTROL
 HB1820  ___________________________________________________________________
 HB1820* NAD 83(1997)-  37 00 28.71913(N)    089 36 22.94104(W)     ADJUSTED  
 HB1820* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 HB1820  ___________________________________________________________________
 HB1820  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HB1820  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB1820
 HB1820  HORZ ORDER  -  FIRST
 HB1820
 HB1820.The horizontal coordinates were established by GPS observations
 HB1820.and adjusted by the National Geodetic Survey in February 2000..
 HB1820
 HB1820.The orthometric height was scaled from a topographic map.
 HB1820
 HB1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1820
 HB1820.The geoid height was determined by GEOID03.
 HB1820
 HB1820;                    North         East     Units Scale Factor Converg.
 HB1820;SPC MO E     -   130,711.190   329,530.560   MT  1.00001123   +0 32 16.5
 HB1820;UTM  16      - 4,098,933.524   268,097.230   MT  1.00026255   -1 34 10.4
 HB1820
 HB1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1820!SPC MO E     -   0.99998638  x   1.00001123  =   0.99999761
 HB1820!UTM  16      -   0.99998638  x   1.00026255  =   1.00024893
 HB1820
 HB1820                          SUPERSEDED SURVEY CONTROL
 HB1820
 HB1820  NAD 83(1997)-  37 00 28.71914(N)    089 36 22.94094(W) AD(       ) 1
 HB1820  NAD 83(1997)-  37 00 28.73013(N)    089 36 22.93808(W) AD(       ) 1
 HB1820  NAD 83(1986)-  37 00 28.73611(N)    089 36 22.94799(W) AD(       ) 1
 HB1820
 HB1820.Superseded values are not recommended for survey control.
 HB1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1820.See file dsdata.txt to determine how the superseded data were derived.
 HB1820
 HB1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6809798934(NAD 83)
 HB1820_MARKER: DR = REFERENCE MARK DISK
 HB1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1820_SP_SET: CONCRETE POST
 HB1820_STAMPING: MORLEY NO 2 1930
 HB1820_MARK LOGO: CGS   
 HB1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1820+STABILITY: SURFACE MOTION
 HB1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1820+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2002
 HB1820
 HB1820  HISTORY     - Date     Condition        Report By
 HB1820  HISTORY     - 1930     MONUMENTED       CGS
 HB1820  HISTORY     - 19901003 GOOD             NGS
 HB1820  HISTORY     - 20020825 GOOD             USACE
 HB1820
 HB1820                          STATION DESCRIPTION
 HB1820
 HB1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HB1820'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF SIKESTON, 3.2
 HB1820'KM (2.00 MI) SOUTH OF MORLEY AND 1.5 KM (0.95 MI) EAST OF U.S.
 HB1820'HIGHWAY 61. OWNERSHIP-SCOTT COUNTY, COUNTY COURTHOUSE, BENTON MO
 HB1820'63736. TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 61 AND
 HB1820'STATE HIGHWAY 91 ABOUT 1.6 KM (1.00 MI) WEST OF MORLEY. GO SOUTH ON
 HB1820'U.S.HIGHWAY 61 FOR 3.46 KM (2.15 MI) TO A PAVED ROAD ON THE LEFT.
 HB1820'TURN LEFT AND GO EAST ON COUNTY ROAD U FOR 1.51 KM (0.95 MI) TO PINE
 HB1820'STREET ON THE LEFT AND THE STATION ON THE RIGHT. THE STATION IS
 HB1820'LOCATED 46.3 M (151.9 FT) WEST FROM A UTILITY POLE, 17.1 M (56.1 FT)
 HB1820'EAST FROM THE EXTENDED CENTER OF PINE STREET, 12.5 M (41.0 FT) SOUTH
 HB1820'FROM THE CENTERLINE OF COUNTY ROAD U, 0.4 M (1.3 FT) EAST FROM A
 HB1820'METAL WITNESS POST AND 0.1 M (0.3 FT) NORTH FROM A FENCE. THE STATION
 HB1820'PROJECTS 3-CM ABOVE THE GROUND. DESCRIBED BY E.J.HANSMANN.
 HB1820
 HB1820                          STATION RECOVERY (2002)
 HB1820
 HB1820'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1819 ***********************************************************************
 HB1819  DESIGNATION -  MORLEY AZ MK 2
 HB1819  PID         -  HB1819
 HB1819  STATE/COUNTY-  MO/SCOTT
 HB1819  USGS QUAD   -  MORLEY (1978)
 HB1819
 HB1819                         *CURRENT SURVEY CONTROL
 HB1819  ___________________________________________________________________
 HB1819* NAD 83(1997)-  37 00 28.71844(N)    089 36 25.44047(W)     ADJUSTED  
 HB1819* NAVD 88     -       104.0    (meters)     341.     (feet)  GPS OBS   
 HB1819  ___________________________________________________________________
 HB1819  X           -      34,972.128 (meters)                     COMP
 HB1819  Y           -  -5,099,400.856 (meters)                     COMP
 HB1819  Z           -   3,818,145.763 (meters)                     COMP
 HB1819  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HB1819  ELLIP HEIGHT-          75.76  (meters)          (02/17/00) GPS OBS
 HB1819  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB1819
 HB1819  HORZ ORDER  -  FIRST
 HB1819  ELLP ORDER  -  FOURTH    CLASS I
 HB1819
 HB1819.The horizontal coordinates were established by GPS observations
 HB1819.and adjusted by the National Geodetic Survey in February 2000..
 HB1819
 HB1819.The orthometric height was determined by GPS observations and a
 HB1819.high-resolution geoid model.
 HB1819
 HB1819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1819
 HB1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1819
 HB1819.The ellipsoidal height was determined by GPS observations
 HB1819.and is referenced to NAD 83.
 HB1819
 HB1819.The geoid height was determined by GEOID03.
 HB1819
 HB1819;                    North         East     Units Scale Factor Converg.
 HB1819;SPC MO E     -   130,710.589   329,468.769   MT  1.00001110   +0 32 15.0
 HB1819;UTM  16      - 4,098,935.196   268,035.443   MT  1.00026291   -1 34 11.9
 HB1819
 HB1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1819!SPC MO E     -   0.99998811  x   1.00001110  =   0.99999921
 HB1819!UTM  16      -   0.99998811  x   1.00026291  =   1.00025102
 HB1819
 HB1819|---------------------------------------------------------------------|
 HB1819| PID    Reference Object                     Distance      Geod. Az  |
 HB1819|                                                           dddmmss.s |
 HB1819| HB1820 MORLEY AZ MK                         61.793 METERS 08959     |
 HB1819| HB1748 MORLEY                              420.025 METERS 3104923.0 |
 HB1819|---------------------------------------------------------------------|
 HB1819
 HB1819                          SUPERSEDED SURVEY CONTROL
 HB1819
 HB1819  NAD 83(1997)-  37 00 28.71846(N)    089 36 25.44038(W) AD(       ) 1
 HB1819  NAD 83(1997)-  37 00 28.72914(N)    089 36 25.43694(W) AD(       ) 1
 HB1819  NAD 83(1986)-  37 00 28.72975(N)    089 36 25.43857(W) AD(       ) 1
 HB1819  NGVD 29 (05/28/98)  104.0    (m)          341.     (f) GPS OBS        
 HB1819
 HB1819.Superseded values are not recommended for survey control.
 HB1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1819.See file dsdata.txt to determine how the superseded data were derived.
 HB1819
 HB1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6803598935(NAD 83)
 HB1819_MARKER: DZ = AZIMUTH MARK DISK
 HB1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1819_SP_SET: CONCRETE POST
 HB1819_STAMPING: MORLEY 1930 AZ MK 2 1991
 HB1819_MARK LOGO: NGS   
 HB1819_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1819+STABILITY: SURFACE MOTION
 HB1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1819+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2002
 HB1819
 HB1819  HISTORY     - Date     Condition        Report By
 HB1819  HISTORY     - 1991     MONUMENTED       NGS
 HB1819  HISTORY     - 20020825 GOOD             USACE
 HB1819
 HB1819                          STATION DESCRIPTION
 HB1819
 HB1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HB1819'THIS STATION WAS ESTABLISHED FROM MORLEY 1930 BECAUSE THE LATTER IS
 HB1819'UNSUITABLE FOR GPS OBSERVATIONS.  THE ORIGINAL AZIMUTH MARK IS STILL
 HB1819'IN PLACE BUT COULD NOT BE POSITIONED DUE TO HOUSE ON LINE (MARK IS
 HB1819'STAMPED NO 3 BUT DATA STATES THAT IT IS STAMPED NO 2).  SEE
 HB1819'DESCRIPTIONS FOR THOSE STATIONS FOR SPECIFICS.
 HB1819'STATION IS LOCATED ABOUT 15 KM (9.30 MI) NORTH OF SIKESTON, 3 KM
 HB1819'(1.85 MI) SOUTH OF MORLEY, 1.4 KM (0.85 MI) EAST OF US HIGHWAY 61, IN
 HB1819'THE SMALL COMMUNITY OF HAYWOOD CITY AND ON STATE ROAD RIGHT-OF-WAY.
 HB1819'TO REACH FROM THE JUNCTION OF US HIGHWAYS 60 BUSINESS, 61, 62 AND
 HB1819'STATE HIGHWAY 114 IN SIKESTON, GO NORTH ON HIGHWAY 61 FOR 13.67 KM
 HB1819'(8.50 MI) TO STATE ROAD Z ON THE LEFT.  CONTINUE NORTH FOR 1.61 KM
 HB1819'(1.00 MI) TO STATE ROAD U ON THE RIGHT.  TURN RIGHT, EAST, ON PAVED
 HB1819'ROAD FOR 1.20 KM (0.75 MI) TO COUNTY ROAD 429 ON THE LEFT.  CONTINUE
 HB1819'EAST FOR 0.25 KM (0.15 MI) TO HIGH GROUND AND STATION ON THE RIGHT.
 HB1819'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 1 CM
 HB1819'BELOW GROUND.  IT IS 11.4 M (37.4 FT) SOUTH OF, AND SLIGHTLY LOWER
 HB1819'THAN, THE ROAD CENTER, 4.5 M (14.8 FT) WEST-NORTHWEST OF UTILITY POLE
 HB1819'405, 1.2 M (3.9 FT) NORTH OF A FIBERGLASS WITHNESS POST IN A WIRE
 HB1819'FENCELINE, 44.0 M (144.4 FT) WEST OF THE EXTENDED CENTER OF PINE
 HB1819'STREET AND 61.8 M (202.8 FT) WEST OF THE ORIGINAL AZIMUTH MARK.
 HB1819'DESCRIBED BY G.R. HEID.
 HB1819
 HB1819                          STATION RECOVERY (2002)
 HB1819
 HB1819'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 HB1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1824 ***********************************************************************
 HB1824  DESIGNATION -  MORLEY RM 3
 HB1824  PID         -  HB1824
 HB1824  STATE/COUNTY-  MO/SCOTT
 HB1824  USGS QUAD   -  MORLEY (1978)
 HB1824
 HB1824                         *CURRENT SURVEY CONTROL
 HB1824  ___________________________________________________________________
 HB1824* NAD 83(1997)-  37 00 37.48511(N)    089 36 38.01209(W)     ADJUSTED  
 HB1824* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 HB1824  ___________________________________________________________________
 HB1824  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HB1824  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB1824
 HB1824  HORZ ORDER  -  FIRST
 HB1824
 HB1824.The horizontal coordinates were established by GPS observations
 HB1824.and adjusted by the National Geodetic Survey in February 2000..
 HB1824.No horizontal observational check was made to the station.
 HB1824
 HB1824.The orthometric height was scaled from a topographic map.
 HB1824
 HB1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1824
 HB1824.The geoid height was determined by GEOID03.
 HB1824
 HB1824;                    North         East     Units Scale Factor Converg.
 HB1824;SPC MO E     -   130,977.922   329,155.448   MT  1.00001049   +0 32 07.6
 HB1824;UTM  16      - 4,099,213.940   267,732.088   MT  1.00026464   -1 34 19.8
 HB1824
 HB1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1824!SPC MO E     -   0.99998638  x   1.00001049  =   0.99999687
 HB1824!UTM  16      -   0.99998638  x   1.00026464  =   1.00025102
 HB1824
 HB1824                          SUPERSEDED SURVEY CONTROL
 HB1824
 HB1824  NAD 83(1997)-  37 00 37.48514(N)    089 36 38.01196(W) AD(       ) 1
 HB1824  NAD 83(1997)-  37 00 37.49600(N)    089 36 38.00837(W) AD(       ) 1
 HB1824  NAD 83(1986)-  37 00 37.49441(N)    089 36 38.01520(W) AD(       ) 1
 HB1824
 HB1824.Superseded values are not recommended for survey control.
 HB1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1824.See file dsdata.txt to determine how the superseded data were derived.
 HB1824
 HB1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6773299214(NAD 83)
 HB1824_MARKER: DR = REFERENCE MARK DISK
 HB1824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB1824_SP_SET: METAL PIPE IN CONCRETE
 HB1824_STAMPING: MORLEY 1930 NO 3 1970
 HB1824_MARK LOGO: NGS   
 HB1824_PROJECTION: PROJECTING 19 CENTIMETERS
 HB1824_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1824+STABILITY: SURFACE MOTION
 HB1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1824+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1990
 HB1824_ROD/PIPE-DEPTH: 1.4  meters
 HB1824
 HB1824  HISTORY     - Date     Condition        Report By
 HB1824  HISTORY     - 1970     MONUMENTED       NGS
 HB1824  HISTORY     - 19901003 GOOD             NGS
 HB1824
 HB1824                          STATION DESCRIPTION
 HB1824
 HB1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HB1824'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF SIKESTON, 3.2
 HB1824'KM (2.00 MI) SOUTH OF MORLEY AND 1.2 KM (0.75 MI) EAST OF U.S.
 HB1824'HIGHWAY 61. OWNERSHIP-UNKNOWN. TO REACH THE STATION FROM THE JUNCTION
 HB1824'OF U.S.HIGHWAY 61 AND STATE HIGHWAY 91 ABOUT 1.6 KM (1.00 MI) WEST OF
 HB1824'MORLEY. GO SOUTH ON U.S. HIGHWAY 61 FOR 3.46 KM (2.15 MI) TO A PAVED
 HB1824'ROAD ON THE LEFT. TURN LEFT AND GO EAST ON COUNTY ROAD U FOR 1.21 KM
 HB1824'(0.75 MI) TO A GRAVELED ROAD ON THE LEFT. TURN LEFT AND GO NORTH ON
 HB1824'THE GRAVELED ROAD FOR 0.26 KM (0.15 MI) TO THE STATION ON THE LEFT ON
 HB1824'THE TOP OF A SMALL KNOLL. THE STATION IS LOCATED 47.5 M (155.8 FT)
 HB1824'WEST FROM THE CENTER OF A GRAVELED ROAD, 37.2 M (122.0 FT) WEST FROM A
 HB1824'FENCE, 12.2 M (40.0 FT) EAST FROM MORLEY RM 4, 8.3 M (27.2 FT)
 HB1824'SOUTHEAST FROM MORLEY 1930, 5.5 M (18.0 FT) EAST FROM A 14-INCH OAK
 HB1824'TREE, 5.5 M (18.0 FT) SOUTH FROM A 12-INCH HICKORY TREE 0.9 M
 HB1824'(3.0 FT) T) WEST FROM A 10-INCH HICKORY TREE. THE STATION PROJECTS
 HB1824'19-CM ABOVE THE GROUND. DESCRIBED BY E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HB1825 ***********************************************************************
 HB1825  DESIGNATION -  MORLEY RM 4
 HB1825  PID         -  HB1825
 HB1825  STATE/COUNTY-  MO/SCOTT
 HB1825  USGS QUAD   -  MORLEY (1978)
 HB1825
 HB1825                         *CURRENT SURVEY CONTROL
 HB1825  ___________________________________________________________________
 HB1825* NAD 83(1997)-  37 00 37.47734(N)    089 36 38.50621(W)     ADJUSTED  
 HB1825* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 HB1825  ___________________________________________________________________
 HB1825  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HB1825  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB1825
 HB1825  HORZ ORDER  -  FIRST
 HB1825
 HB1825.The horizontal coordinates were established by GPS observations
 HB1825.and adjusted by the National Geodetic Survey in February 2000..
 HB1825.No horizontal observational check was made to the station.
 HB1825
 HB1825.The orthometric height was scaled from a topographic map.
 HB1825
 HB1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1825
 HB1825.The geoid height was determined by GEOID03.
 HB1825
 HB1825;                    North         East     Units Scale Factor Converg.
 HB1825;SPC MO E     -   130,977.568   329,143.234   MT  1.00001047   +0 32 07.3
 HB1825;UTM  16      - 4,099,214.036   267,719.867   MT  1.00026471   -1 34 20.1
 HB1825
 HB1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1825!SPC MO E     -   0.99998638  x   1.00001047  =   0.99999685
 HB1825!UTM  16      -   0.99998638  x   1.00026471  =   1.00025109
 HB1825
 HB1825                          SUPERSEDED SURVEY CONTROL
 HB1825
 HB1825  NAD 83(1997)-  37 00 37.47737(N)    089 36 38.50608(W) AD(       ) 1
 HB1825  NAD 83(1997)-  37 00 37.48825(N)    089 36 38.50243(W) AD(       ) 1
 HB1825  NAD 83(1986)-  37 00 37.48703(N)    089 36 38.50493(W) AD(       ) 1
 HB1825
 HB1825.Superseded values are not recommended for survey control.
 HB1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1825.See file dsdata.txt to determine how the superseded data were derived.
 HB1825
 HB1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBF6772099214(NAD 83)
 HB1825_MARKER: DR = REFERENCE MARK DISK
 HB1825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB1825_SP_SET: METAL PIPE IN CONCRETE
 HB1825_STAMPING: MORLEY 1930 NO 4 1970
 HB1825_MARK LOGO: NGS   
 HB1825_PROJECTION: PROJECTING 19 CENTIMETERS
 HB1825_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1825+STABILITY: SURFACE MOTION
 HB1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1825+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1990
 HB1825_ROD/PIPE-DEPTH: 1.4  meters
 HB1825
 HB1825  HISTORY     - Date     Condition        Report By
 HB1825  HISTORY     - 1970     MONUMENTED       NGS
 HB1825  HISTORY     - 19901003 GOOD             NGS
 HB1825
 HB1825                          STATION DESCRIPTION
 HB1825
 HB1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HB1825'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF SIKESTON, 3.2
 HB1825'KM (2.00 MI) SOUTH OF MORLEY AND 1.2 KM (0.75 MI) EAST OF U.S.
 HB1825'HIGHWAY 61. OWNERSHIP-UNKNOWN. TO REACH THE STATION FROM THE JUNCTION
 HB1825'OF U.S.HIGHWAY 61 AND STATE HIGHWAY 91 ABOUT 1.6 KM (1.00 MI) WEST OF
 HB1825'MORLEY. GO SOUTH ON U.S. HIGHWAY 61 FOR 3.46 KM (2.15 MI) TO A PAVED
 HB1825'ROAD ON THE LEFT. TURN LEFT AND GO EAST ON COUNTY ROAD U FOR 1.21 KM
 HB1825'(0.75 MI) TO A GRAVELED ROAD ON THE LEFT. TURN LEFT AND GO NORTH ON
 HB1825'THE GRAVELED ROAD FOR 0.26 KM (0.15 MI) TO THE STATION ON THE LEFT ON
 HB1825'THE TOP OF A SMALL KNOLL. THE STATION IS LOCATED 58.2 M (190.9 FT)
 HB1825'WEST FROM THE CENTER OF A GRAVELED ROAD, 50.6 M (166.0 FT) WEST FROM A
 HB1825'FENCE, 12.2 M (40.0 FT) WEST FROM MORLEY RM 3, 7.0 M (23.0 FT) WEST
 HB1825'FROM A 14-INCH OAK TREE, 8.3 M (27.2 FT) SOUTHWEST FROM MORLEY 1930,
 HB1825'4.3 M (14.1 FT) EAST FROM A 12-INCH HICKORY TREE AND 0.9 M (3.0 FT)
 HB1825'SOUTH FROM A 10-INCH OAK TREE. THE STATION PROJECTS 19-CM ABOVE THE
 HB1825'GROUND. THE STATION PROJECTS 19-CM ABOVE THE GROUND. DESCRIBED BY
 HB1825'E.J.HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1739 ***********************************************************************
 JC1739  DESIGNATION -  MOSCOW
 JC1739  PID         -  JC1739
 JC1739  STATE/COUNTY-  MO/LINCOLN
 JC1739  USGS QUAD   -  TROY (1982)
 JC1739
 JC1739                         *CURRENT SURVEY CONTROL
 JC1739  ___________________________________________________________________
 JC1739* NAD 83(1997)-  38 56 37.87596(N)    090 56 14.35384(W)     ADJUSTED  
 JC1739* NAVD 88     -       163.2    (meters)     535.     (feet)  VERTCON   
 JC1739  ___________________________________________________________________
 JC1739  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 JC1739  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JC1739
 JC1739  HORZ ORDER  -  SECOND
 JC1739
 JC1739.The horizontal coordinates were established by classical geodetic methods
 JC1739.and adjusted by the National Geodetic Survey in February 2000..
 JC1739
 JC1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1739
 JC1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1739
 JC1739.The geoid height was determined by GEOID03.
 JC1739
 JC1739;                    North         East     Units Scale Factor Converg.
 JC1739;SPC MO E     -   345,289.154   212,089.025   MT  0.99995102   -0 16 29.6
 JC1739;UTM  15      - 4,312,569.100   678,760.297   MT  0.99999350   +1 17 48.7
 JC1739
 JC1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1739!SPC MO E     -   0.99997940  x   0.99995102  =   0.99993042
 JC1739!UTM  15      -   0.99997940  x   0.99999350  =   0.99997290
 JC1739
 JC1739:                Primary Azimuth Mark                     Grid Az
 JC1739:SPC MO E     -  BUTCHER                                  173 08 54.4
 JC1739:UTM  15      -  BUTCHER                                  171 34 36.1
 JC1739
 JC1739|---------------------------------------------------------------------|
 JC1739| PID    Reference Object                     Distance      Geod. Az  |
 JC1739|                                                           dddmmss.s |
 JC1739| JC1738 BUTCHER                             APPROX. 3.6 KM 1725224.8 |
 JC1739| CI4700 MOSCOW RM 1                          27.383 METERS 23051     |
 JC1739| CI4701 MOSCOW RM 2                          19.827 METERS 28831     |
 JC1739|---------------------------------------------------------------------|
 JC1739
 JC1739                          SUPERSEDED SURVEY CONTROL
 JC1739
 JC1739  NAD 83(1997)-  38 56 37.87882(N)    090 56 14.35313(W) AD(       ) 2
 JC1739  NAD 83(1986)-  38 56 37.89316(N)    090 56 14.35085(W) AD(       ) 2
 JC1739  NAD 27      -  38 56 37.71606(N)    090 56 13.85826(W) AD(       ) 2
 JC1739  NGVD 29 (07/19/86)  163.2    (m)          535.     (f) VERT ANG       
 JC1739
 JC1739.Superseded values are not recommended for survey control.
 JC1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1739.See file dsdata.txt to determine how the superseded data were derived.
 JC1739
 JC1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD7876012569(NAD 83)
 JC1739_MARKER: DD = SURVEY DISK
 JC1739_SETTING: 0 = UNSPECIFIED SETTING
 JC1739
 JC1739  HISTORY     - Date     Condition        Report By
 JC1739  HISTORY     - 1970     MONUMENTED       USGS
 JC1739
 JC1739                          STATION DESCRIPTION
 JC1739
 JC1739'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 JC1739'THE STATION IS LOCATED ABOUT 2.5 MI S. AND 2.5 MI E. OF TROY, ABOUT
 JC1739'1.4 MI W.-SW. OF MOSCOW MILLS, IN THE NW. QUARTER OF SEC. 8, T. 48
 JC1739'N., R. 1 W., NEAR A RIGHT ANGLE CURVE IN A GRAVEL RD., ABOUT 100
 JC1739'YARDS NE. OF A FARMHOUSE AND ON PRIVATE PROPERTY.
 JC1739'
 JC1739'TO REACH THE STATION FROM THE POST OFFICE AT TROY, DRIVE E. ON
 JC1739'STATE HWY. 47 FOR 0.5 MI TO A JCT. WITH U.S. HWY. 61, TURN RIGHT
 JC1739'AND DRIVE SE. ON HWY. 61 FOR 4.1 MI TO JCT. OF A GRAVEL RD. ON THE
 JC1739'RIGHT AND A BRICK SCHOOL ON THE LEFT, TURN SHARP RIGHT AND DRIVE
 JC1739'W.-NW. FOR 0.8 MI TO THE STATION ON THE LEFT.
 JC1739'
 JC1739'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED MOSCOW
 JC1739'1969, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN
 JC1739'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION MARK IS
 JC1739'12 IN. BELOW GROUND.  REFERENCE MARKS ARE FLUSH WITH GROUND.
 JC1739'
 JC1739'STATION MARK IS IN UNCULTIVATED LAND, 21 FT SW. OF CENTER OF GRAVEL
 JC1739'RD., 82 FT SE. OF CENTER OF CURVE AND JCT. OF DRIVE S.-SW. TO
 JC1739'FARMHOUSE, AND 6.5 FT SW. OF THE RIGHT-OF-WAY FENCE AND A METAL
 JC1739'WITNESS POST.
 JC1739'
 JC1739'REFERENCE MARK 1 IS 89.84 FT (27.383 M.) W.-SW. OF STATION, 10 FT
 JC1739'E. OF CENTER OF THE DRIVE, 18 FT E. OF A POWER LINE POLE AND 1 FT
 JC1739'E. OF A N.-S. FENCE ALONG THE DRIVE.
 JC1739'
 JC1739'REFERENCE MARK 2 IS 65.05 FT (19.827 M.) W.-NW. OF THE STATION, 40
 JC1739'FT S. OF THE JCT. OF THE DRIVE, 9 FT E. OF THE CENTER OF THE DRIVE,
 JC1739'7 FT S. OF THE W. GATE POST OF THE FIELD ENTRANCE AND 1 FT E. OF
 JC1739'THE FENCE ALONG DRIVE.
 JC1739'
 JC1739'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 77.84
 JC1739'FT. (23.726 M.)
 JC1739'
 JC1739'THE STATION AND ET STATION BUTCHER 1969 ARE INTERVISIBLE FROM
 JC1739'GROUND.
 JC1739'
 JC1739'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1702 ***********************************************************************
 JC1702  DESIGNATION -  MOSELLE
 JC1702  PID         -  JC1702
 JC1702  STATE/COUNTY-  MO/FRANKLIN
 JC1702  USGS QUAD   -  MOSELLE (1980)
 JC1702
 JC1702                         *CURRENT SURVEY CONTROL
 JC1702  ___________________________________________________________________
 JC1702* NAD 83(1997)-  38 23 53.06393(N)    090 55 49.42837(W)     ADJUSTED  
 JC1702* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 JC1702  ___________________________________________________________________
 JC1702  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 JC1702  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JC1702
 JC1702  HORZ ORDER  -  THIRD
 JC1702
 JC1702.The horizontal coordinates were established by classical geodetic methods
 JC1702.and adjusted by the National Geodetic Survey in February 2000..
 JC1702
 JC1702.The orthometric height was scaled from a topographic map.
 JC1702
 JC1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1702
 JC1702.The geoid height was determined by GEOID03.
 JC1702
 JC1702;                    North         East     Units Scale Factor Converg.
 JC1702;SPC MO E     -   284,703.225   212,404.875   MT  0.99995073   -0 16 02.4
 JC1702;UTM  15      - 4,252,011.464   680,728.100   MT  1.00000226   +1 17 09.0
 JC1702
 JC1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1702!SPC MO E     -   0.99997188  x   0.99995073  =   0.99992261
 JC1702!UTM  15      -   0.99997188  x   1.00000226  =   0.99997414
 JC1702
 JC1702:                Primary Azimuth Mark                     Grid Az
 JC1702:SPC MO E     -  MOSELLE AZ MK                            032 08 20.0
 JC1702:UTM  15      -  MOSELLE AZ MK                            030 35 08.6
 JC1702
 JC1702|---------------------------------------------------------------------|
 JC1702| PID    Reference Object                     Distance      Geod. Az  |
 JC1702|                                                           dddmmss.s |
 JC1702| JC1706 MOSELLE AZ MK                       442.335 METERS 0315217.6 |
 JC1702| CI4702 MOSELLE RM 1                         13.789 METERS 09744     |
 JC1702| CI4703 MOSELLE RM 2                         14.539 METERS 19011     |
 JC1702| CI4704 MOSELLE 2 RM 3                                     21100     |
 JC1702| JC1707 MOSELLE 2                            59.740 METERS 21651     |
 JC1702| JC1456 UNION BROWN SHOE CO STACK           APPROX. 7.9 KM 3071005.8 |
 JC1702| JC1454 UNION MUNICIPAL TANK                APPROX. 9.7 KM 3125504.1 |
 JC1702| JC1453 UNION RADIO STATION KLPW MAST       APPROX.13.7 KM 3130358.6 |
 JC1702|---------------------------------------------------------------------|
 JC1702
 JC1702                          SUPERSEDED SURVEY CONTROL
 JC1702
 JC1702  NAD 83(1997)-  38 23 53.06753(N)    090 55 49.42891(W) AD(       ) 3
 JC1702  NAD 83(1986)-  38 23 53.08153(N)    090 55 49.42562(W) AD(       ) 3
 JC1702  NAD 27      -  38 23 52.89100(N)    090 55 48.92400(W) AD(       ) 3
 JC1702
 JC1702.Superseded values are not recommended for survey control.
 JC1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1702.See file dsdata.txt to determine how the superseded data were derived.
 JC1702
 JC1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8072852011(NAD 83)
 JC1702_MARKER: DS = TRIANGULATION STATION DISK
 JC1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1702_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1702
 JC1702  HISTORY     - Date     Condition        Report By
 JC1702  HISTORY     - 1956     MONUMENTED       CGS
 JC1702  HISTORY     - 1972     SEE DESCRIPTION  NGS
 JC1702
 JC1702                          STATION DESCRIPTION
 JC1702
 JC1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 JC1702'THE STATION IS LOCATED NEAR A BRICK FARM HOUSE ALONG THE
 JC1702'SOUTHEAST SIDE OF U.S. HIGHWAY 66.  IT IS ABOUT 5 MILES AIRLINE
 JC1702'NORTHEAST OF ST. CLAIR AND ABOUT 5-1/2 MILES AIRLINE SOUTHEAST
 JC1702'OF UNION.
 JC1702'
 JC1702'TO REACH FROM THE U.S. POST OFFICE IN ST. CLAIR, GO NORTH ON
 JC1702'SPRINGFIELD STREET FOR 0.7 MILE TO A CROSS ROAD.  CONTINUE
 JC1702'NORTHERLY, ON STATE HIGHWAY 47, FOR 0.45 MILE TO A T-ROAD RIGHT.
 JC1702'TURN RIGHT AND GO 0.1 MILE TO U.S. HIGHWAY 66.  TURN RIGHT AND
 JC1702'GO NORTHEAST ON U.S. HIGHWAY 66 FOR 3.7 MILES TO THE TOP OF A
 JC1702'GRADE AND THE STATION ON THE RIGHT.
 JC1702'
 JC1702'THE STATION MARK IS A STANDARD DISK STAMPED MOSELLE 1956, SET
 JC1702'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER FLUSH WITH THE
 JC1702'GROUND.  IT IS 7.1 FEET SOUTHEAST OF A WHITE WITNESS POST, 51
 JC1702'FEET SOUTHEAST OF THE CENTER LINE OF THE EASTBOUND TRAFFIC LANE
 JC1702'OF U.S. HIGHWAY 66, 200 FEET NORTH OF A BRICK FARM HOUSE AND
 JC1702'243 FEET NORTHEAST OF A T-ROAD EAST AND A SIGN MOSELLE 3.
 JC1702'
 JC1702'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOSELLE NO 1
 JC1702'1956, SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 JC1702'FLUSH WITH THE GROUND.  IT IS 12 FEET NORTHWEST OF A GARDEN PLOT
 JC1702'AND ABOUT 3 FEET LOWER THAN THE STATION.
 JC1702'
 JC1702'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOSELLE NO 2
 JC1702'1956, SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 JC1702'FLUSH WITH THE GROUND.  IT IS AT THE NORTH EDGE OF A SMALL
 JC1702'GROVE OF TREES AND ABOUT 1 FOOT LOWER THAN THE STATION.
 JC1702'
 JC1702'THE AZIMUTH MARK IS LOCATED ON A BEDROCK LEDGE ALONG THE
 JC1702'SOUTHEAST SIDE OF U.S. HIGHWAY 66.  THE MARK IS A STANDARD DISK
 JC1702'STAMPED MOSELLE 1956, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 JC1702'BEDROCK THAT PROJECTS 3 INCHES.  IT IS 37 FEET SOUTHEAST OF THE
 JC1702'CENTER LINE OF THE EASTBOUND TRAFFIC LANE OF U.S. HIGHWAY 66,
 JC1702'4 FEET SOUTHEAST OF THE EDGE OF THE BEDROCK LEDGE AND 1 FOOT
 JC1702'WEST OF A SMALL CAIRN.  TO REACH FROM THE STATION, GO NORTHEAST
 JC1702'ON U.S. HIGHWAY 66 FOR 0.25 MILE TO A BEDROCK LEDGE AND THE
 JC1702'AZIMUTH MARK ON THE RIGHT.
 JC1702
 JC1702                          STATION RECOVERY (1972)
 JC1702
 JC1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JC1702'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JC1702'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CONSTRUCTION OF AN
 JC1702'OUTER ROAD ALONG THE SOUTH SIDE OF US HIGHWAY 66 (INTERSTATE 44),
 JC1702'THE STATION MARK AND THE REFERENCE MARKS HAD TO BE MOVED.  THE
 JC1702'DISTANCES AND THE DIRECTIONS TO THE REFERENCE MARKS COMPARED
 JC1702'FAVORABLY WITH THE PREVIOUS DATA.  STATION MOSELLE 2 AND
 JC1702'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED THIS DATE.  SEE
 JC1702'DESCRIPTION FOR MOSELLE 2 1972.
 JC1702'
 JC1702'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHEAST
 JC1702'OF ST CLAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1707 ***********************************************************************
 JC1707  DESIGNATION -  MOSELLE 2
 JC1707  PID         -  JC1707
 JC1707  STATE/COUNTY-  MO/FRANKLIN
 JC1707  USGS QUAD   -  MOSELLE (1980)
 JC1707
 JC1707                         *CURRENT SURVEY CONTROL
 JC1707  ___________________________________________________________________
 JC1707* NAD 83(1997)-  38 23 51.51348(N)    090 55 50.90470(W)     ADJUSTED  
 JC1707* NAVD 88     -       212.3    (meters)     697.     (feet)  GPS OBS   
 JC1707  ___________________________________________________________________
 JC1707  X           -     -81,310.371 (meters)                     COMP
 JC1707  Y           -  -5,004,616.360 (meters)                     COMP
 JC1707  Z           -   3,940,243.749 (meters)                     COMP
 JC1707  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 JC1707  ELLIP HEIGHT-         181.61  (meters)          (02/17/00) GPS OBS
 JC1707  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JC1707
 JC1707  HORZ ORDER  -  FIRST
 JC1707  ELLP ORDER  -  FOURTH    CLASS I
 JC1707
 JC1707.The horizontal coordinates were established by GPS observations
 JC1707.and adjusted by the National Geodetic Survey in February 2000..
 JC1707
 JC1707.The orthometric height was determined by GPS observations and a
 JC1707.high-resolution geoid model.
 JC1707
 JC1707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1707
 JC1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1707
 JC1707.The ellipsoidal height was determined by GPS observations
 JC1707.and is referenced to NAD 83.
 JC1707
 JC1707.The geoid height was determined by GEOID03.
 JC1707
 JC1707;                    North         East     Units Scale Factor Converg.
 JC1707;SPC MO E     -   284,655.588   212,368.830   MT  0.99995077   -0 16 03.3
 JC1707;UTM  15      - 4,251,962.865   680,693.358   MT  1.00000210   +1 17 08.0
 JC1707
 JC1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1707!SPC MO E     -   0.99997150  x   0.99995077  =   0.99992228
 JC1707!UTM  15      -   0.99997150  x   1.00000210  =   0.99997360
 JC1707
 JC1707:                Primary Azimuth Mark                     Grid Az
 JC1707:SPC MO E     -  MOSELLE AZ MK                            032 43 48.9
 JC1707:UTM  15      -  MOSELLE AZ MK                            031 10 37.6
 JC1707
 JC1707|---------------------------------------------------------------------|
 JC1707| PID    Reference Object                     Distance      Geod. Az  |
 JC1707|                                                           dddmmss.s |
 JC1707| JC1706 MOSELLE AZ MK                       APPROX. 0.5 KM 0322745.6 |
 JC1707| JC1702 MOSELLE                              59.740 METERS 03651     |
 JC1707| CI4704 MOSELLE 2 RM 3                       10.927 METERS 06441     |
 JC1707| CI4705 MOSELLE 2 RM 4                       10.927 METERS 15653     |
 JC1707| JC1454 UNION MUNICIPAL TANK                APPROX. 9.7 KM 3131610.2 |
 JC1707| JC1453 UNION RADIO STATION KLPW MAST       APPROX.13.7 KM 3131853.6 |
 JC1707|---------------------------------------------------------------------|
 JC1707
 JC1707                          SUPERSEDED SURVEY CONTROL
 JC1707
 JC1707  NAD 83(1997)-  38 23 51.51708(N)    090 55 50.90525(W) AD(       ) 1
 JC1707  NAD 83(1986)-  38 23 51.53104(N)    090 55 50.90200(W) AD(       ) 1
 JC1707  NAD 83(1986)-  38 23 51.53105(N)    090 55 50.90199(W) AD(       ) 2
 JC1707  NAD 27      -  38 23 51.34054(N)    090 55 50.40033(W) AD(       ) 2
 JC1707
 JC1707.Superseded values are not recommended for survey control.
 JC1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1707.See file dsdata.txt to determine how the superseded data were derived.
 JC1707
 JC1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8069351963(NAD 83)
 JC1707_MARKER: DH = HORIZONTAL CONTROL DISK
 JC1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1707_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1707_STAMPING: MOSELLE 2 1972
 JC1707_MARK LOGO: NGS   
 JC1707_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1707+STABILITY: SURFACE MOTION
 JC1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1707+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 JC1707
 JC1707  HISTORY     - Date     Condition        Report By
 JC1707  HISTORY     - 1972     MONUMENTED       NGS
 JC1707  HISTORY     - 19950119 GOOD             MODNR
 JC1707
 JC1707                          STATION DESCRIPTION
 JC1707
 JC1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JC1707'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ST CLAIR AND
 JC1707'5-1/2 MILES SOUTHEAST OF UNION, ON THE EAST SIDE OF COUNTY
 JC1707'ROAD AH AND IN THE NORTHWEST CORNER OF FARM YARD OWNED BY MR.
 JC1707'WAYNE WALLACE, RT. 2 BOX 88, UNION, MISSOURI, 63084.
 JC1707'
 JC1707'TO REACH THE STATION FROM THE STATE HIGHWAY 47 AND INTERSTATE
 JC1707'44 (US 66) INTERCHANGE AT THE NORTHEAST EDGE OF ST CLAIR, GO
 JC1707'EAST ON HIGHWAY 44 AND 66 FOR 4.0 MILES TO COUNTY ROAD AH AND THE
 JC1707'STATION ON THE RIGHT.  NOTE--AFTER INTERSTATE 44 IS COMPLETED,
 JC1707'REACH THE STATION FROM THE HIGHWAY 47 INTERCHANGE AT ST CLAIR BY
 JC1707'GOING EAST ON INTERSTATE 44 FOR 2 MILES TO AN INTERCHANGE.
 JC1707'EXIT AND TAKE THE OUTER ROAD ALONG THE SOUTH SIDE OF
 JC1707'INTERSTATE 44 AND GO EAST FOR 2.0 MILES TO COUNTY ROAD AH AND
 JC1707'THE STATION ON THE RIGHT.
 JC1707'
 JC1707'THE STATION MARK IS A STANDARD DISK STAMPED MOSELLE 2 1972, SET IN
 JC1707'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JC1707'WITH THE GROUND SURFACE.  IT IS 67.5 FEET NORTHWEST OF THE
 JC1707'NORTHWEST CORNER OF THE WALLACE HOUSE, 65 FEET EAST OF THE CENTER
 JC1707'OF ROAD AH, 5 FEET NORTH-NORTHWEST OF A 6-INCH ELM TREE AND 2
 JC1707'FEET SOUTH OF THE OUTER ROAD RIGHT-OF-WAY.  THE UNDERGROUND DISK
 JC1707'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 JC1707'SURFACE.
 JC1707'
 JC1707'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MOSELLE 2 NO 3 1972,
 JC1707'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JC1707'FLUSH WITH THE GROUND SURFACE.  IT IS 101.5 FEET EAST OF THE
 JC1707'CENTER OF ROAD AH, 54.5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 JC1707'HOUSE AND 9 FEET EAST OF A TRACK ROAD.
 JC1707'
 JC1707'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MOSELLE 2 NO 4 1972,
 JC1707'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JC1707'IS FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET EAST OF THE
 JC1707'CENTER OF ROAD AH, 46 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 JC1707'OF THE HOUSE, 36 FEET NORTH OF THE NORTH EDGE OF A SIDE WALK
 JC1707'LEADING TO FRONT OF HOUSE AND 3 FEET SOUTHWEST OF A 6 INCH TREE.
 JC1707'
 JC1707'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOSELLE 1956, CEMENTED
 JC1707'IN A DRILL HOLE IN OUT CROPPING BEDROCK THAT PROJECTS ABOUT 4 FEET
 JC1707'ON THE NORTH SIDE.  IT IS 37 FEET SOUTHEAST OF THE CENTER OF THE
 JC1707'EAST BOUND LANES OF HIGHWAY 66 AND INTERSTATE 44, AND 4 FEET
 JC1707'SOUTHEAST OF THE EDGE OF THE OUTCROPPING BEDROCK LEDGE.
 JC1707'
 JC1707'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON HIGHWAY
 JC1707'66 AND INTERSTATE 44 FOR 0.3 MILE TO CURVE IN ROAD AND THE
 JC1707'AZIMUTH MARK ON THE RIGHT.  NOTE.  AFTER INTERSTATE 44 AND THE
 JC1707'OUTER ROAD ARE COMPLETED, THE AZIMUTH MARK CAN BE REACHED BY GOING
 JC1707'EAST ON THE OUTER ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 JC1707'LEFT AS DESCRIBED.
 JC1707'
 JC1707'NOTE--THE LINE BETWEEN THE REFERENCE MARKS IS OBSTRUCTED BY TREES.
 JC1707'
 JC1707'NEAREST TOWN--ST CLAIR.
 JC1707
 JC1707                          STATION RECOVERY (1995)
 JC1707
 JC1707'RECOVERY NOTE BY MO DEPT OF NAT RES 1995 (RLW)
 JC1707'STATION IS AN NGS TRIANGULATION DISK STAMPED MOSELLE 2 1972 IN A 10
 JC1707'INCH ROUND CONCRETE POST FLUSH WITH GROUND.  THE AZIMUTH MARK IS AN
 JC1707'NGS AZIMUTH DISK STAMPED MOSELLE, 1956 CEMENTED IN DRILL HOLE IN LEDGE
 JC1707'ROCK. THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF ST.
 JC1707'CLAIR, MO AND 5 MI (8.0 KM) SOUTHEAST OF UNION, MO ON THE SOUTH
 JC1707'RIGHT-OF-WAY OF THE SOUTH OUTER ROAD OF I-44 ON TOP OF THE BACK SLOPE
 JC1707'OF A LOW ROCK CUT.  IT IS 47.8 FT (14.6 M) SOUTHEAST OF THE CENTER
 JC1707'LINE OF THE OUTER ROAD, 66 FT (20.1 M) NORTHEAST OF THE CENTER LINE OF
 JC1707'ROUTE AH, 10.5 FT (3.2 M) NORTHWEST OF A CARSONITE WITNESS POST, 15 FT
 JC1707'(4.6 M) WEST OF AN 8 IN CEDAR AND 33.2 FT (10.1 M) WEST OF AN MSHTD
 JC1707'RIGHT-OF-WAY MARKER WHICH IS FLUSH WITH THE GROUND. THE AZIMUTH MARK
 JC1707'IS 0.3 MI (0.5 KM) NORTHEAST ON THE EAST RIGHT-OF-WAY OF I-44 BETWEEN
 JC1707'THE EASTBOUND LANE AND THE SOUTH OUTER ROAD.  IT IS NEAR THE MIDDLE
 JC1707'AND HIGHEST PART OF A SHALLOW ROCK CUT ON THE SOUTHEAST SIDE OF THE
 JC1707'EASTBOUND LANE.  IT IS 16 FT (4.9 M) SOUTHEAST OF A COTTON PICKER
 JC1707'SPINDLE 3 IN FROM THE EDGE OF THE EASTBOUND LANE SHOULDER AND 3 FT
 JC1707'(0.9 M) NORTHWEST OF A COTTON PICKER SPINDLE 6 IN FROM THE EDGE OF THE
 JC1707'OUTER ROAD PAVEMENT. TO REACH THE STATION FROM THE CENTER OF I-44 EXIT
 JC1707'242 (ROUTE AH) ABOUT 2 MI (3.2 KM) NORTHEAST OF ST.  CLAIR, MO, FOLLOW
 JC1707'ROUTE AH SOUTHEASTERLY FOR 0.1 MI (0.2 KM) TO A T-JUNCTION WITH THE
 JC1707'SOUTH OUTER ROAD, TURN LEFT AND FOLLOW AH AND THE SOUTH OUTER ROAD
 JC1707'NORTHEASTERLY FOR 1.85 MI (2.98 KM) TO A T-JUNCTION WHERE ROUTE AH
 JC1707'TURNS RIGHT AND LEAVES SOUTH OUTER ROAD.  STATION IS IN THE EAST ANGLE
 JC1707'OF INTERSECTION ON THE BACK SLOP IN AREA MOWED AS YARD AS DESCRIBED.
 JC1707'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY ON
 JC1707'SOUTH OUTER ROAD FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT
 JC1707'(NORTHWEST SIDE) OF OUTER ROAD AS DESCRIBED. ADJACENT PROPERTY OWNER
 JC1707'IS MS.  FLORENCE KREUGER, TEL 314-583-2014 AND CURRENT RENTER WHO HAS
 JC1707'TWO LARGE DOGS IS MS.  HILDA BROWN, TEL 314-583-1048. DATE OF REPORT
 JC1707'12-18-1995
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 JC1706 ***********************************************************************
 JC1706  DESIGNATION -  MOSELLE AZ MK
 JC1706  PID         -  JC1706
 JC1706  STATE/COUNTY-  MO/FRANKLIN
 JC1706  USGS QUAD   -  MOSELLE (1980)
 JC1706
 JC1706                         *CURRENT SURVEY CONTROL
 JC1706  ___________________________________________________________________
 JC1706* NAD 83(1997)-  38 24 05.24649(N)    090 55 39.80269(W)     ADJUSTED  
 JC1706* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 JC1706  ___________________________________________________________________
 JC1706  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 JC1706  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 JC1706
 JC1706  HORZ ORDER  -  THIRD
 JC1706
 JC1706.The horizontal coordinates were established by classical geodetic methods
 JC1706.and adjusted by the National Geodetic Survey in February 2000..
 JC1706
 JC1706.The orthometric height was scaled from a topographic map.
 JC1706
 JC1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1706
 JC1706.The geoid height was determined by GEOID03.
 JC1706
 JC1706;                    North         East     Units Scale Factor Converg.
 JC1706;SPC MO E     -   285,077.759   212,640.174   MT  0.99995052   -0 15 56.5
 JC1706;UTM  15      - 4,252,392.258   680,953.173   MT  1.00000326   +1 17 15.3
 JC1706
 JC1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1706!SPC MO E     -   0.99997235  x   0.99995052  =   0.99992287
 JC1706!UTM  15      -   0.99997235  x   1.00000326  =   0.99997561
 JC1706
 JC1706:                Primary Azimuth Mark                     Grid Az
 JC1706:SPC MO E     -  MOSELLE                                  212 08 20.1
 JC1706:UTM  15      -  MOSELLE                                  210 35 08.3
 JC1706
 JC1706|---------------------------------------------------------------------|
 JC1706| PID    Reference Object                     Distance      Geod. Az  |
 JC1706|                                                           dddmmss.s |
 JC1706| JC1702 MOSELLE                             442.335 METERS 2115223.6 |
 JC1706| JC1707 MOSELLE 2                           APPROX. 0.5 KM 2122752.5 |
 JC1706|---------------------------------------------------------------------|
 JC1706
 JC1706                          SUPERSEDED SURVEY CONTROL
 JC1706
 JC1706  NAD 83(1997)-  38 24 05.25007(N)    090 55 39.80320(W) AD(       ) 3
 JC1706  NAD 83(1986)-  38 24 05.26406(N)    090 55 39.79998(W) AD(       ) 3
 JC1706  NAD 27      -  38 24 05.07362(N)    090 55 39.29833(W) AD(       ) 3
 JC1706
 JC1706.Superseded values are not recommended for survey control.
 JC1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1706.See file dsdata.txt to determine how the superseded data were derived.
 JC1706
 JC1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8095352392(NAD 83)
 JC1706_MARKER: DZ = AZIMUTH MARK DISK
 JC1706_SETTING: 66 = SET IN ROCK OUTCROP
 JC1706_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JC1706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1706+STABILITY: POSITION/ELEVATION WELL
 JC1706
 JC1706  HISTORY     - Date     Condition        Report By
 JC1706  HISTORY     - 1972     MONUMENTED       NGS
 JC1706
 JC1706                          STATION DESCRIPTION
 JC1706
 JC1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JC1706'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ST CLAIR AND 5-1/2
 JC1706'MILES SOUTHEAST OF UNION, ON THE EAST SIDE OF COUNTY ROAD AH AND
 JC1706'IN THE NORTHWEST CORNER OF FARM YARD OWNED BY MR. WAYNE WALLACE,
 JC1706'RT. 2 BOX 88, UNION, MISSOURI, 63084.
 JC1706'
 JC1706'TO REACH MOSELLE 2 FROM THE STATE HIGHWAY 47 AND INTERSTATE
 JC1706'44 (US 66) INTERCHANGE AT THE NORTHEAST EDGE OF ST CLAIR, GO EAST
 JC1706'ON HIGHWAY 44 AND 66 FOR 4.0 MILES TO COUNTY ROAD AH AND THE
 JC1706'STATION ON THE RIGHT.  NOTE--AFTER INTERSTATE 44 IS COMPLETED,
 JC1706'REACH MOSELLE 2 FROM THE HIGHWAY 47 INTERCHANGE AT ST CLAIR
 JC1706'BY GOING EAST ON INTERSTATE 44 FOR 2 MILES TO AN INTERCHANGE.
 JC1706'EXIT AND TAKE THE OUTER ROAD ALONG THE SOUTH SIDE OF
 JC1706'INTERSTATE 44 AND GO EAST FOR 2.0 MILES TO COUNTY ROAD AH
 JC1706'AND THE STATION ON THE RIGHT.
 JC1706'
 JC1706'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON HIGHWAY
 JC1706'66 AND INTERSTATE 44 FOR 0.3 MILE TO CURVE IN ROAD AND THE
 JC1706'AZIMUTH MARK ON THE RIGHT.  NOTE.  AFTER INTERSTATE 44 AND THE
 JC1706'OUTER ROAD ARE COMPLETED, THE AZIMUTH MARK CAN BE REACHED BY GOING
 JC1706'EAST ON THE OUTER ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 JC1706'THE LEFT AS DESCRIBED.
 JC1706'
 JC1706'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOSELLE 1956,
 JC1706'CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK THAT PROJECTS ABOUT
 JC1706'4 FEET ON THE NORTH SIDE.  IT IS 37 FEET SOUTHEAST OF THE CENTER OF
 JC1706'THE EAST BOUND LANES OF HIGHWAY 66 AND INTERSTATE 44, AND 4
 JC1706'FEET SOUTHEAST OF THE EDGE OF THE OUTCROPPING BEDROCK LEDGE.
 JC1706'
 JC1706'NEAREST TOWN--ST CLAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0749 ***********************************************************************
 HC0749  DESIGNATION -  MOSES
 HC0749  PID         -  HC0749
 HC0749  STATE/COUNTY-  MO/REYNOLDS
 HC0749  USGS QUAD   -  OATES (1981)
 HC0749
 HC0749                         *CURRENT SURVEY CONTROL
 HC0749  ___________________________________________________________________
 HC0749* NAD 83(1997)-  37 30 52.60069(N)    091 02 22.25948(W)     ADJUSTED  
 HC0749* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 HC0749  ___________________________________________________________________
 HC0749  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 HC0749  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HC0749
 HC0749  HORZ ORDER  -  FIRST
 HC0749
 HC0749.The horizontal coordinates were established by classical geodetic methods
 HC0749.and adjusted by the National Geodetic Survey in February 2000..
 HC0749
 HC0749.The orthometric height was scaled from a topographic map.
 HC0749
 HC0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0749
 HC0749.The geoid height was determined by GEOID03.
 HC0749
 HC0749;                    North         East     Units Scale Factor Converg.
 HC0749;SPC MO E     -   186,698.359   202,305.305   MT  0.99996134   -0 19 42.8
 HC0749;UTM  15      - 4,153,767.882   673,262.328   MT  0.99996978   +1 11 39.0
 HC0749
 HC0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0749!SPC MO E     -   0.99993955  x   0.99996134  =   0.99990089
 HC0749!UTM  15      -   0.99993955  x   0.99996978  =   0.99990933
 HC0749
 HC0749|---------------------------------------------------------------------|
 HC0749| PID    Reference Object                     Distance      Geod. Az  |
 HC0749|                                                           dddmmss.s |
 HC0749| CN7515 MOSES RM 1                           23.543 METERS 07756     |
 HC0749| HC0750 BLACK LOOKOUT TOWER                 APPROX. 2.8 KM 1122429.1 |
 HC0749| CN7516 MOSES RM 2                           23.650 METERS 20213     |
 HC0749| CN7514 MOSES AZ MK                                        3543204.1 |
 HC0749|---------------------------------------------------------------------|
 HC0749
 HC0749                          SUPERSEDED SURVEY CONTROL
 HC0749
 HC0749  NAD 83(1986)-  37 30 52.61397(N)    091 02 22.25810(W) AD(       ) 1
 HC0749  NAD 27      -  37 30 52.44300(N)    091 02 21.80900(W) AD(       ) 1
 HC0749
 HC0749.Superseded values are not recommended for survey control.
 HC0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0749.See file dsdata.txt to determine how the superseded data were derived.
 HC0749
 HC0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB7326253768(NAD 83)
 HC0749_MARKER: DS = TRIANGULATION STATION DISK
 HC0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HC0749
 HC0749  HISTORY     - Date     Condition        Report By
 HC0749  HISTORY     - 1939     MONUMENTED       CGS
 HC0749  HISTORY     - 1960     GOOD             CGS
 HC0749
 HC0749                          STATION DESCRIPTION
 HC0749
 HC0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HC0749'THE STATION IS ABOUT 7 MILES NORTHWEST OF CENTERVILLE ON A HIGH
 HC0749'PROMINENT WOODED HILL.  IT IS IN SECTION 34, R 1 W AND T 33 N.
 HC0749'THE MARK, NOTES 1A AND 7A, IS ABOUT 0.3 MILE SOUTHWEST OF THE MAIN
 HC0749'GRAVEL ROAD, 28 FEET WEST OF THE WOODS ROAD, AND 19.8 FEET
 HC0749'EAST-SOUTHEAST OF AN 8-INCH BLAZED OAK TREE.  IT PROJECTS 6
 HC0749'INCHES ABOVE THE GROUND AND IS STAMPED MOSES 1939.  TO REACH
 HC0749'THE STATION FROM CENTERVILLE, GO NORTH FROM THE SQUARE ON STATE
 HC0749'HIGHWAY NO. 21 FOR 2.5 MILES TO THE WEST END OF A HIGHWAY OUT,
 HC0749'THEN TURN LEFT UP THE HILL AND FOLLOW THE MAIN GRAVEL ROAD
 HC0749'NORTH AND WEST FOR 1.3 MILES TO THE CIVILIAN CONSERVATION
 HC0749'CORPS CAMP, CONTINUE ON THE MAIN GRAVEL ROAD ALONG THE RIDGE
 HC0749'TO THE NORTHWEST AND DRIVE 5.5 MILES, THEN TAKE THE MAIN
 HC0749'RIGHT FORK AND DRIVE 0.5 MILE TO THE U.S. FORESTRY SERVICE
 HC0749'LOOKOUT TOWER NAMED BLACK, CONTINUE 1.5 MILES TO A CROSS ROAD,
 HC0749'THEN CONTINUE STRAIGHT AHEAD FOR 0.5 MILE, TURN LEFT (SOUTH)
 HC0749'HERE, ON A WOODS ROAD, AND DRIVE 0.3 MILE SOUTH ALONG THE RIDGE
 HC0749'TO THE TOP OF THE HILL AND THE STATION.
 HC0749'
 HC0749'REFERENCE MARK NO. 1 IS 77.24 FEET, 23.543 METERS, NORTHEAST OF
 HC0749'THE STATION (HORIZONTAL DISTANCE) AND ABOUT 3 FEET LOWER.  THE
 HC0749'MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 HC0749'MOSES NO 1 1939.
 HC0749'
 HC0749'REFERENCE MARK NO. 2 IS 77.59 FEET, 23.650 METERS, SOUTH OF THE
 HC0749'STATION (HORIZONTAL DISTANCE) AND ABOUT 6 FEET LOWER.  THE MARK,
 HC0749'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 HC0749'MOSES NO 2 1939.
 HC0749'
 HC0749'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION, 81
 HC0749'FEET SOUTH OF THE CENTER OF THE MAIN GRAVEL ROAD, 121 FEET
 HC0749'SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD AT THE TOP OF A RIDGE
 HC0749'AND A WOODS ROAD LEADING NORTH, AND 9-FEET SOUTH OF AN 8-INCH
 HC0749'BLAZED OAK TREE.  THE MARK PROJECTS 6 INCHES AND IS
 HC0749'STAMPED MOSES 1939.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 HC0749'DRIVE NORTH 0.3 MILE TO THE MAIN GRAVEL ROAD, THEN TURN LEFT
 HC0749'(WEST) AND DRIVE 0.3 MILE TO THE TOP OF A RIDGE AND THE MARK
 HC0749'ON THE LEFT SIDE OF THE ROAD.
 HC0749'
 HC0749'A 64-FOOT TOWER IS NEEDED TO SEE A 74-FOOT LIGHT AT CENTERVILLE.
 HC0749'
 HC0749'ALL OTHER STATION WOULD BE VISIBLE FROM THE GROUND WITH SOME
 HC0749'CLEARING AT THIS STATION.
 HC0749'
 HC0749'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HC0749
 HC0749                          STATION RECOVERY (1960)
 HC0749
 HC0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JAW)
 HC0749'STATION AND ALL MARKS RECOVERED AND FOUND TO BE IN GOOD
 HC0749'CONDITION.  THE AZIMUTH MARK IS ABOUT 0.4 MILE NNW OF THE
 HC0749'STATION, 81 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD, 27 FEET
 HC0749'EAST OF THE EAST FENCE AROUND OATES LOOKOUT TOWER, AND PROJECTS
 HC0749'4 INCHES.
 HC0749'
 HC0749'TO REACH FROM THE CROSSROADS JUST N OF THE POST OFFICE IN
 HC0749'CENTERVILLE, GO NORTHERLY ON STATE HIGHWAY 21 FOR 2.35 MILES TO
 HC0749'CROSSROADS.  TURN LEFT AND GO NORTHERLY ON GRAVEL ROAD FOR 6.7
 HC0749'MILES TO FORK.  KEEP RIGHT FORK AND GO WESTERLY FOR 2.0 MILES
 HC0749'TO CROSSROADS.  CONTINUE WESTERLY FOR 0.45 MILES TO TRACK ROAD
 HC0749'LEFT ON CURVE.  TURN LEFT AND GO SOUTHERLY FOR 0.3 MILE TO THE
 HC0749'TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LD0850 ***********************************************************************
 LD0850  DESIGNATION -  MOTT
 LD0850  PID         -  LD0850
 LD0850  STATE/COUNTY-  MO/LEWIS
 LD0850  USGS QUAD   -  BENJAMIN (1950)
 LD0850
 LD0850                         *CURRENT SURVEY CONTROL
 LD0850  ___________________________________________________________________
 LD0850* NAD 83(1997)-  40 11 02.01404(N)    091 44 33.04096(W)     ADJUSTED  
 LD0850* NAVD 88     -       214.95   (+/-2cm)     705.2    (feet)  VERTCON   
 LD0850  ___________________________________________________________________
 LD0850  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 LD0850  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LD0850
 LD0850  HORZ ORDER  -  FIRST
 LD0850  VERT ORDER  -  THIRD ? (See Below)
 LD0850
 LD0850.The horizontal coordinates were established by classical geodetic methods
 LD0850.and adjusted by the National Geodetic Survey in February 2000..
 LD0850
 LD0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0850.The vertical order pertains to the NGVD 29 superseded value.
 LD0850
 LD0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0850
 LD0850.The geoid height was determined by GEOID03.
 LD0850
 LD0850;                    North         East     Units Scale Factor Converg.
 LD0850;SPC MO E     -   483,606.230   144,187.980   MT  1.00007111   -0 48 06.5
 LD0850;UTM  15      - 4,448,925.910   607,051.816   MT  0.99974107   +0 48 41.3
 LD0850
 LD0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0850!SPC MO E     -   0.99997141  x   1.00007111  =   1.00004251
 LD0850!UTM  15      -   0.99997141  x   0.99974107  =   0.99971248
 LD0850
 LD0850:                Primary Azimuth Mark                     Grid Az
 LD0850:SPC MO E     -  MOTT AZ MK                               145 13 40.5
 LD0850:UTM  15      -  MOTT AZ MK                               143 36 52.7
 LD0850
 LD0850|---------------------------------------------------------------------|
 LD0850| PID    Reference Object                     Distance      Geod. Az  |
 LD0850|                                                           dddmmss.s |
 LD0850| CL9103 MOTT AZ MK                                         1442534.0 |
 LD0850| CL9104 MOTT RM 1                            35.140 METERS 18432     |
 LD0850| LD0852 LIPES RESET                         APPROX.17.7 KM 2633410.2 |
 LD0850| CK6988 MOTT RM 2                            29.075 METERS 26643     |
 LD0850| LE0452 KANSAS CITY CHICAGO AWY BN 15       APPROX.30.3 KM 3074905.2 |
 LD0850|---------------------------------------------------------------------|
 LD0850
 LD0850                          SUPERSEDED SURVEY CONTROL
 LD0850
 LD0850  NAD 83(1997)-  40 11 02.01317(N)    091 44 33.04232(W) AD(       ) 1
 LD0850  NAD 83(1997)-  40 11 02.01304(N)    091 44 33.04219(W) AD(       ) 1
 LD0850  NAD 83(1986)-  40 11 02.02247(N)    091 44 33.04510(W) AD(       ) 1
 LD0850  NAD 27      -  40 11 01.86430(N)    091 44 32.45280(W) AD(       ) 1
 LD0850  NGVD 29 (07/19/86)  215.00   (m)          705.4    (f) LEVELING    3  
 LD0850
 LD0850.Superseded values are not recommended for survey control.
 LD0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0850.See file dsdata.txt to determine how the superseded data were derived.
 LD0850
 LD0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE0705248926(NAD 83)
 LD0850_MARKER: DS = TRIANGULATION STATION DISK
 LD0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0850
 LD0850  HISTORY     - Date     Condition        Report By
 LD0850  HISTORY     - 1934     MONUMENTED       CGS
 LD0850  HISTORY     - 1967     GOOD             CGS
 LD0850
 LD0850                          STATION DESCRIPTION
 LD0850
 LD0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0850'THIS STATION IS ABOUT 4-1/2 MILES NW OF MONTICELLO, IN SW
 LD0850'1/4 SEC. 12, T 62 N, R 8 W, IN THE RIGHT-OF-WAY LINE BETWEEN
 LD0850'COUNTY ROUTE A, AND LAND OWNED BY JOSEPH P. MOTT, OF STEVENS
 LD0850'POINT, WISCONSIN, IN FENCE LINE, 38 FEET NE OF THE CENTER
 LD0850'LINE OF COUNTY A, 34 FEET NW OF CUT IN THE FIELD.
 LD0850'
 LD0850'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LD0850'BRONZE DISKS SET IN CONCRETE.
 LD0850'
 LD0850'THE STATION MARK PROJECTS 2 INCHES.
 LD0850'
 LD0850'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 39 FEET SW OF
 LD0850'THE CENTER LINE OF COUNTY A, ON THE SW EDGE OF THE RIGHT-OF-WAY.
 LD0850'MARK PROJECTS 6 INCHES.
 LD0850'
 LD0850'REFERENCE MARK NO. 2 IS W OF THE STATION, 40 FEET SW OF THE
 LD0850'CENTER LINE OF COUNTY A, 1-FOOT NE OF FENCE LINE, 15 FEET
 LD0850'SE OF FENCE CORNER AT EDGE OF FARMYARD.  MARK PROJECTS 4
 LD0850'INCHES.
 LD0850'
 LD0850'AZIMUTH MARK IS SSE OF THE STATION, 1-FOOT NE OF THE FENCE
 LD0850'LINE, 9 FEET SE OF FENCE CORNER, 42 FEET S OF INTERSECTION
 LD0850'OF COUNTY A, AND DIRT ROAD TO SW, 38 FEET SW OF THE CENTER
 LD0850'LINE OF COUNTY A.  THE MARK PROJECTS 10 INCHES.
 LD0850'
 LD0850'TO REACH STATION FROM MONTICELLO, GO NW ON COUNTY A, FROM
 LD0850'ITS INTERSECTION WITH STATE HIGHWAY 96, 4.9 MILES TO STATION.
 LD0850'
 LD0850'ALL LIGHTS COME INTO VIEW AT 23 FEET.
 LD0850
 LD0850                          STATION RECOVERY (1967)
 LD0850
 LD0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 LD0850'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 LD0850'2, WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LD0850'THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK WAS RECOVERED.
 LD0850'NO OBJECTS VISIBLE AT THE STATION SITE SO A NEW AZIMUTH
 LD0850'MARK COULD NOT BE SET.
 LD0850'
 LD0850'A METAL WITNESS POST WAS SET 1.5 FEET SOUTHWEST OF THE STATION
 LD0850'MARK.
 LD0850'
 LD0850'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16
 LD0850'AND COUNTY ROAD A AT MONTICELLO, GO NORTHWEST ON COUNTY
 LD0850'ROAD A FOR 5.05 MILES TO AN ABANDONED HOUSE ON THE LEFT
 LD0850'AND THE STATION ON THE RIGHT.
 LD0850'
 LD0850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 LD0850'NORTHWEST OF MONTICELLO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1372 ***********************************************************************
 HD1372  DESIGNATION -  MOUND
 HD1372  PID         -  HD1372
 HD1372  STATE/COUNTY-  MO/DADE
 HD1372  USGS QUAD   -  SOUTH GREENFIELD (1956)
 HD1372
 HD1372                         *CURRENT SURVEY CONTROL
 HD1372  ___________________________________________________________________
 HD1372* NAD 83(1997)-  37 18 48.04559(N)    093 49 20.71221(W)     ADJUSTED  
 HD1372* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 HD1372  ___________________________________________________________________
 HD1372  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 HD1372  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HD1372
 HD1372  HORZ ORDER  -  FIRST
 HD1372
 HD1372.The horizontal coordinates were established by classical geodetic methods
 HD1372.and adjusted by the National Geodetic Survey in February 2000..
 HD1372
 HD1372.The orthometric height was scaled from a topographic map.
 HD1372
 HD1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1372
 HD1372.The geoid height was determined by GEOID03.
 HD1372
 HD1372;                    North         East     Units Scale Factor Converg.
 HD1372;SPC MO W     -   127,457.998   910,060.970   MT  0.99998560   +0 24 38.7
 HD1372;SPC MO C     -   165,045.679   382,778.996   MT  1.00010254   -0 48 06.1
 HD1372;UTM  15      - 4,129,950.836   427,124.999   MT  0.99966542   -0 29 54.8
 HD1372
 HD1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1372!SPC MO W     -   0.99994945  x   0.99998560  =   0.99993505
 HD1372!SPC MO C     -   0.99994945  x   1.00010254  =   1.00005199
 HD1372!UTM  15      -   0.99994945  x   0.99966542  =   0.99961489
 HD1372
 HD1372|---------------------------------------------------------------------|
 HD1372| PID    Reference Object                     Distance      Geod. Az  |
 HD1372|                                                           dddmmss.s |
 HD1372| CN7517 MOUND RM 1                           23.718 METERS 07454     |
 HD1372| HD1340 EVERTON RADIO STA KAJ 71 TWR        APPROX.11.1 KM 0943907.8 |
 HD1372| HD1337 LAWRENCEBURG RADIO KAK 97 MAST      APPROX.13.5 KM 1195227.3 |
 HD1372| CN7518 MOUND RM 2                           25.850 METERS 12528     |
 HD1372| HD1352 MILLER MUNICIPAL TANK               APPROX.11.1 KM 1875830.0 |
 HD1372| HD1371 GREENFIELD MUNICIPAL TANK           APPROX.11.3 KM 3514342.5 |
 HD1372| HD1370 GREENFIELD                          APPROX.12.3 KM 3535458.5 |
 HD1372|---------------------------------------------------------------------|
 HD1372
 HD1372                          SUPERSEDED SURVEY CONTROL
 HD1372
 HD1372  NAD 83(1997)-  37 18 48.04605(N)    093 49 20.71238(W) AD(       ) 1
 HD1372  NAD 83(1997)-  37 18 48.05651(N)    093 49 20.71311(W) AD(       ) 1
 HD1372  NAD 83(1986)-  37 18 48.05803(N)    093 49 20.71116(W) AD(       ) 1
 HD1372  NAD 27      -  37 18 47.88010(N)    093 49 19.95590(W) AD(       ) 1
 HD1372
 HD1372.Superseded values are not recommended for survey control.
 HD1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1372.See file dsdata.txt to determine how the superseded data were derived.
 HD1372
 HD1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB2712529951(NAD 83)
 HD1372_MARKER: DS = TRIANGULATION STATION DISK
 HD1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1372
 HD1372  HISTORY     - Date     Condition        Report By
 HD1372  HISTORY     - 1959     MONUMENTED       CGS
 HD1372  HISTORY     - 1960     GOOD             CGS
 HD1372
 HD1372                          STATION DESCRIPTION
 HD1372
 HD1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 HD1372'THE STATION IS ABOUT 1 MILE SOUTH OF THE SMALL VILLAGE OF
 HD1372'PENNSBORO, ON A PROMINENT HILL KNOWN LOCALLY AS THE MOUND, ON
 HD1372'LAND OWNED BY MRS. VIRGINIA YOUNT AND IS IN THE NW 1/4 OF SEC.
 HD1372'29, T. 30 N., R. 26 W., 4 FEET NORTHEAST OF A WITNESS POST,
 HD1372'37 FEET SOUTHEAST OF A 5 INCH CEDAR TREE, 21 FEET WEST OF A
 HD1372'4 INCH ELM TREE AND 17 NORTH OF A 4 INCH PERSIMMON TREE.
 HD1372'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED MOUND
 HD1372'1959.
 HD1372'
 HD1372'TO REACH FROM THE MAIN CROSSROAD IN THE SMALL VILLAGE OF
 HD1372'PENNSBORO, GO SOUTH ON STATE HIGHWAY 39 FOR 0.65 MILE TO A GRAVEL
 HD1372'ROAD STRAIGHT AHEAD, AT A POINT WHERE HIGHWAY 39 CURVES TO THE
 HD1372'RIGHT.  GO STRAIGHT AHEAD, SOUTH, ON THE GRAVELED ROAD FOR
 HD1372'0.2 MILE TO A T-ROAD.  TURN LEFT AND GO EAST FOR 0.75 MILE TO
 HD1372'TOP OF GRADE AND A ROAD RIGHT TO ABANDONED FARM HOUSE.  TURN
 HD1372'RIGHT AND GO SOUTH FOR 0.1 MILE TO THE SOUTHWEST CORNER OF AN OLD
 HD1372'BARN.  FROM HERE GO SOUTH FOLLOWING A TRAIL FOR ABOUT 250 FEET TO
 HD1372'A GATE IN AN EAST-WEST FENCE LINE.  PASS THROUGH GATE AND FOLLOW
 HD1372'TRAIL SOUTHWEST FOR ABOUT 100 FEET TO THE STATION.
 HD1372'
 HD1372'REFERENCE MARK 1 IS 17 FEET NORTHEAST OF A 6 INCH CHERRY
 HD1372'TREE, 14 FEET SOUTHEAST OF A 5 INCH LOCUST TREE AND IS SET
 HD1372'ON THE NORTH SLOPE OF THE MOUND.  THE MONUMENT PROJECTS 3
 HD1372'INCHES AND THE DISK IS STAMPED MOUND NO 1 1959.
 HD1372'
 HD1372'REFERENCE MARK 2 IS SET AT THE EAST EDGE OF A SMALL CLEARING,
 HD1372'25 FEET SOUTH OF A 5 INCH PERSIMMON TREE AND 40 FEET EAST OF
 HD1372'THE EAST EDGE OF A WOODED SECTOR.  THE MONUMENT PROJECTS 2
 HD1372'INCHES AND THE DISK IS STAMPED MOUND NO 2 1959.
 HD1372'
 HD1372'NO PICTURE POINT AVAILABLE.
 HD1372'
 HD1372'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HD1372
 HD1372                          STATION RECOVERY (1960)
 HD1372
 HD1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 HD1372'ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED, THE DISTANCES WERE
 HD1372'VERIFIED AND THE DESCRIPTION WAS ENTIRELY ADEQUATE.  THE
 HD1372'DIRECTION TO REFERENCE MARK NO. 1 MISSED THE 1959 DIRECTION
 HD1372'BY 1 MINUTE AND 28 SECONDS.  THE DIRECTION TO REFERENCE MARK
 HD1372'NO. 2 MISSED THE 1959 DIRECTION BY 2 MINUTES AND 47 SECONDS.
 HD1372'
 HD1372'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HD1372'OBSERVATIONS WERE MADE FROM A 77 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CK6989 ***********************************************************************
 CK6989  DESIGNATION -  MOUND AZ MK
 CK6989  PID         -  CK6989
 CK6989  STATE/COUNTY-  MO/LIVINGSTON
 CK6989  USGS QUAD   -  UTICA EAST (1984)
 CK6989
 CK6989                         *CURRENT SURVEY CONTROL
 CK6989  ___________________________________________________________________
 CK6989* NAD 83(1997)-  39 38 07.77035(N)    093 33 31.76953(W)     ADJUSTED  
 CK6989* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 CK6989  ___________________________________________________________________
 CK6989  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 CK6989  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 CK6989
 CK6989  HORZ ORDER  -  THIRD
 CK6989
 CK6989.The horizontal coordinates were established by classical geodetic methods
 CK6989.and adjusted by the National Geodetic Survey in January 2004..
 CK6989
 CK6989.The orthometric height was scaled from a topographic map.
 CK6989
 CK6989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6989
 CK6989.The geoid height was determined by GEOID03.
 CK6989
 CK6989;                    North         East     Units Scale Factor Converg.
 CK6989;SPC MO C     -   422,515.136   409,109.019   MT  1.00003501   -0 40 31.7
 CK6989;UTM  15      - 4,387,450.824   452,046.068   MT  0.99962831   -0 21 23.3
 CK6989
 CK6989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6989!SPC MO C     -   0.99995795  x   1.00003501  =   0.99999296
 CK6989!UTM  15      -   0.99995795  x   0.99962831  =   0.99958627
 CK6989
 CK6989                          SUPERSEDED SURVEY CONTROL
 CK6989
 CK6989.No superseded survey control is available for this station.
 CK6989
 CK6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5204687451(NAD 83)
 CK6989_MARKER: DZ = AZIMUTH MARK DISK
 CK6989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6989_STAMPING: MOUND 1948
 CK6989_MARK LOGO: CGS   
 CK6989_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK6989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6989+STABILITY: SURFACE MOTION
 CK6989
 CK6989  HISTORY     - Date     Condition        Report By
 CK6989  HISTORY     - 1948     MONUMENTED       CGS
 CK6989  HISTORY     - 19840525 GOOD             NGS
 CK6989
 CK6989                          STATION DESCRIPTION
 CK6989
 CK6989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CK6989'THE STATION IS LOCATED ABOUT 10 1/2 MI S OF CHILLICOTHE, 1/2 MI N OF
 CK6989'OLD BLUE MOUND, 1/4 MI E OF THE BLUE MOUND CEMETERY AND ON THE W
 CK6989'RIGHT-OF-WAY OF STATE ROAD Z.  TO REACH THE STATION FROM THE
 CK6989'COURTHOUSE IN CHILLICOTHE, GO S ON WASHINGTON STREET AND U.S HWY 65
 CK6989'FOR 6.1 MI (9.8 KM) TO WHERE THE HWY CURVES SE AND STATE ROAD Z
 CK6989'CONTINUES AHEAD.  CONTINUE S ON ROAD Z FOR 5.35 MI (8.61 KM) TO THE
 CK6989'ENTRANCE ROAD TO THE BLUE MOUND CEMETERY AND THE STATION ON THE RIGHT.
 CK6989'THE STATION IS A STANDARD CGS DISK STAMPED---MOUND 1948---, SET INTO
 CK6989'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, (30 CM) IN DIAMETER,
 CK6989'PROJECTING 03 INCHES (7.6 CM) ABOVE THE GROUND.  THE STATION IS
 CK6989'LOCATED 36.0 FT (11.0 M) W FROM THE CENTERLINE OF ROAD Z, 24.7 FT (7.5
 CK6989'M) SE FROM THE S BRICK PILLAR OF THE CEMETERY ENTRANCE ROAD, 22.5 FT
 CK6989'(6.9 M) S FROM THE ROAD LEADING TO THE CEMETERY, 3.0 FT (0.9 M) ENE
 CK6989'FROM A FENCE CORNER, 1.2 FT (0.4 M) S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 KD1293 ***********************************************************************
 KD1293  DESIGNATION -  MOUND RESET
 KD1293  PID         -  KD1293
 KD1293  STATE/COUNTY-  MO/LIVINGSTON
 KD1293  USGS QUAD   -  UTICA EAST (1984)
 KD1293
 KD1293                         *CURRENT SURVEY CONTROL
 KD1293  ___________________________________________________________________
 KD1293* NAD 83(1997)-  39 37 41.09246(N)    093 33 29.95013(W)     ADJUSTED  
 KD1293* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 KD1293  ___________________________________________________________________
 KD1293  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 KD1293  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KD1293
 KD1293  HORZ ORDER  -  SECOND
 KD1293
 KD1293.The horizontal coordinates were established by classical geodetic methods
 KD1293.and adjusted by the National Geodetic Survey in February 2000..
 KD1293
 KD1293.The orthometric height was scaled from a topographic map.
 KD1293
 KD1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 KD1293
 KD1293.The geoid height was determined by GEOID03.
 KD1293
 KD1293;                    North         East     Units Scale Factor Converg.
 KD1293;SPC MO C     -   421,691.881   409,142.708   MT  1.00003493   -0 40 30.2
 KD1293;UTM  15      - 4,386,628.104   452,084.325   MT  0.99962827   -0 21 22.0
 KD1293
 KD1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KD1293!SPC MO C     -   0.99995773  x   1.00003493  =   0.99999266
 KD1293!UTM  15      -   0.99995773  x   0.99962827  =   0.99958602
 KD1293
 KD1293|---------------------------------------------------------------------|
 KD1293| PID    Reference Object                     Distance      Geod. Az  |
 KD1293|                                                           dddmmss.s |
 KD1293| DF8340 MOUND RM 4                            0.842 METERS 05752     |
 KD1293| CK6990 MOUND RM 1                           38.359 METERS 22458     |
 KD1293| DF8339 MOUND RM 3                            0.737 METERS 29122     |
 KD1293| CK6991 MOUND RM 2                           31.068 METERS 30314     |
 KD1293| CK6989 MOUND AZ MK                         APPROX. 0.8 KM 3565853.5 |
 KD1293|---------------------------------------------------------------------|
 KD1293
 KD1293                          SUPERSEDED SURVEY CONTROL
 KD1293
 KD1293  NAD 83(1997)-  39 37 41.09441(N)    093 33 29.95240(W) AD(       ) 2
 KD1293  NAD 83(1997)-  39 37 41.09516(N)    093 33 29.95519(W) AD(       ) 2
 KD1293  NAD 83(1986)-  39 37 41.09637(N)    093 33 29.95450(W) AD(       ) 2
 KD1293  NAD 27      -  39 37 41.02580(N)    093 33 29.18830(W) AD(       ) 2
 KD1293
 KD1293.Superseded values are not recommended for survey control.
 KD1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KD1293.See file dsdata.txt to determine how the superseded data were derived.
 KD1293
 KD1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5208486628(NAD 83)
 KD1293_MARKER: DH = HORIZONTAL CONTROL DISK
 KD1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KD1293_STAMPING: MOUND 1948 1984
 KD1293_MARK LOGO: NGS   
 KD1293_MAGNETIC: N = NO MAGNETIC MATERIAL
 KD1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KD1293+STABILITY: SURFACE MOTION
 KD1293
 KD1293  HISTORY     - Date     Condition        Report By
 KD1293  HISTORY     - 1984     MONUMENTED       NGS
 KD1293
 KD1293                          STATION DESCRIPTION
 KD1293
 KD1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KD1293'THE SURFACE STATION MARK WAS FOUND TILTED OUT OF POSITION.  RM 1 WAS
 KD1293'NOT FOUND AND ACCORDING TO THE PROPERTY OWNER WAS DESTROYED WHEN A
 KD1293'WATER LINE WAS BUILT.  RM 2 WAS FOUND DESTROYED.  THE UNDERGROUND
 KD1293'STATION MARK AND THE AZ MK WERE FOUND IN GOOD CONDITION.  THE OLD
 KD1293'SURFACE MARK WAS REMOVED AND A NEW MARK SET DIRECTLY OVER THE
 KD1293'UNDERGROUND MARK AND AT APPROXIMATELY THE SAME ELEVATION AS THE
 KD1293'ORIGINAL MARK.  RM 3 AND 4 WERE ALSO ESTABLISHED.  A COMPLETE, NEW
 KD1293'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) S
 KD1293'OF CHILLICOTHE, 6 MI (9.7 KM) S OF THE INTERSECTION OF U.S HWY 65 AND
 KD1293'STATE ROAD Z, IN THE SE ANGLE OF STATE ROAD Z AND A GRVELED ROAD
 KD1293'LEADING E AT BLUE MOUND AND ON PROPERTY OWNED BY JAMES PORTER, DAWN,
 KD1293'MISOURI 64638.  TO REACH THE STATION FROM THE COURTHOUSE IN
 KD1293'CHILLICOTHE, GO S ON U.S HWY 65 FOR 6.1 MI (9.8 KM) TO WHERE THE HWY
 KD1293'CURVES SE AND STATE ROAD Z CONTINUES STRAIGHT AHEAD AND S.  CONTINUE S
 KD1293'ON ROAD Z FOR 5.35 MI (8.61 KM) TO THE ENTRANCE ROAD TO THE BLUE MOUND
 KD1293'CEMETERY AND THE AZ MK ON THE RIGHT.  CONTINUE S ON ROAD Z FOR 0.5 MI
 KD1293'(0.8 KM) TO A SIDE ROAD ON THE LEFT AND THE STATION ON THE LEFT, AT
 KD1293'JAMES PARTERS HOUSE.  THE STATION IS A STANDARD NGS DISK
 KD1293'STAMPED---MOUND 1948 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 KD1293'MONUMENT, 14 INCHES (35.6 CM) IN DIAMETER, FLUSH WITH GROUND.  THE
 KD1293'STATION IS LOCATED 52.0 FT (15.8 M) E FROM THE CENTERLINE OF ROAD Z,
 KD1293'36.0 FT (11.0 M) S FROM THE CENTERLINE OF THE GRAVELED ROAD, 25.70 FT
 KD1293'(7.83 M) SE FROM A POWERLINE POLE, 33.85 FT (10.32 M) NW FROM THE NE
 KD1293'CORNER OF THE HOUSE, 22.55 FT (6.87 M) N FROM THE NW CORNER OF THE
 KD1293'HOUSE.  RM NO 03, IS A STANDARD NGS DISK STAMPED---MOUND 1948 NO 3
 KD1293'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, (30
 KD1293'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 37.0 FT
 KD1293'(11.3 M) NW FROM THE NW CORNER OF THE HOUSE, 30.5 FT (9.3 M) E FROM
 KD1293'THE CENTERLINE OF ROAD Z, 27.0 FT (8.2 M) S FROM THE CENTERLINE OF THE
 KD1293'GRAVELED ROAD, 5.4 FT (1.6 M) NE FROM A POWERLINE POLE, AND 1.0 FT
 KD1293'(0.3 M) HIGHER THAN THE STATION.  RM NO 04, IS A STANDARD NGS DISK
 KD1293'STAMPED---MOUND 1948 NO 4 1984---, SET INTO THE TOP OF A ROUND
 KD1293'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.
 KD1293'THE STATION IS LOCATED 76.0 FT (23.2 M) E FROM THE CENTERLINE OF ROAD
 KD1293'Z, 36.6 FT (11.2 M) N FROM THE NE CORNER OF THE HOUSE, 22.5 FT (6.9 M)
 KD1293'S FROM THE CENTERLINE OF THE GRAVELED ROAD, AND 1.0 FT (0.3 M) LOWER
 KD1293'THAN THE STATION.  AZ MK NO 01, IS A STANDARD CGS DISK STAMPED---MOUND
 KD1293'1948---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 KD1293'CM) IN DIAMETER, PROJECTING 03 INCHES, 7.6 CM, ABOVE THE GROUND.  THE
 KD1293'STATION IS LOCATED 24.7 FT (7.5 M) SE FROM THE S BRICK PILLAR AT THE
 KD1293'CEMETERY ENTRANCE ROAD, 36.0 FT (11.0 M) W FROM THE CENTERLINE OF ROAD
 KD1293'Z, 22.5 FT (6.9 M) S FROM THE ROAD LEADING TO THE CEMETERY, 1.2 FT
 KD1293'(0.4 M) S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HE0916 ***********************************************************************
 HE0916  DESIGNATION -  MOUNDVILLE
 HE0916  PID         -  HE0916
 HE0916  STATE/COUNTY-  MO/VERNON
 HE0916  USGS QUAD   -  MOUNDVILLE (1991)
 HE0916
 HE0916                         *CURRENT SURVEY CONTROL
 HE0916  ___________________________________________________________________
 HE0916* NAD 83(1997)-  37 45 46.79141(N)    094 26 53.14721(W)     ADJUSTED  
 HE0916* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 HE0916  ___________________________________________________________________
 HE0916  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 HE0916  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HE0916
 HE0916  HORZ ORDER  -  FIRST
 HE0916
 HE0916.The horizontal coordinates were established by classical geodetic methods
 HE0916.and adjusted by the National Geodetic Survey in February 2000..
 HE0916
 HE0916.The orthometric height was scaled from a topographic map.
 HE0916
 HE0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0916
 HE0916.The geoid height was determined by GEOID03.
 HE0916
 HE0916;                    North         East     Units Scale Factor Converg.
 HE0916;SPC MO W     -   177,146.873   854,573.180   MT  0.99994143   +0 01 54.4
 HE0916;UTM  15      - 4,180,506.860   372,449.494   MT  0.99980039   -0 53 12.9
 HE0916
 HE0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0916!SPC MO W     -   0.99996472  x   0.99994143  =   0.99990615
 HE0916!UTM  15      -   0.99996472  x   0.99980039  =   0.99976511
 HE0916
 HE0916|---------------------------------------------------------------------|
 HE0916| PID    Reference Object                     Distance      Geod. Az  |
 HE0916|                                                           dddmmss.s |
 HE0916| CN7523 MOUNDVILLE RM 1                      58.665 METERS 09304     |
 HE0916| CN7522 MOUNDVILLE AZ MK                                   0942141.8 |
 HE0916| HE0917 TT 41 B                               7.664 METERS 09745     |
 HE0916| CN7524 MOUNDVILLE RM 2                      37.853 METERS 21023     |
 HE0916| HE1123 EVE                                 APPROX.16.9 KM 2985611.4 |
 HE0916|---------------------------------------------------------------------|
 HE0916
 HE0916                          SUPERSEDED SURVEY CONTROL
 HE0916
 HE0916  NAD 83(1997)-  37 45 46.79160(N)    094 26 53.14723(W) AD(       ) 1
 HE0916  NAD 83(1997)-  37 45 46.79972(N)    094 26 53.14627(W) AD(       ) 1
 HE0916  NAD 83(1986)-  37 45 46.80141(N)    094 26 53.14255(W) AD(       ) 1
 HE0916  NAD 27      -  37 45 46.65000(N)    094 26 52.30900(W) AD(       ) 1
 HE0916
 HE0916.Superseded values are not recommended for survey control.
 HE0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0916.See file dsdata.txt to determine how the superseded data were derived.
 HE0916
 HE0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7244980507(NAD 83)
 HE0916_MARKER: DS = TRIANGULATION STATION DISK
 HE0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0916_STAMPING: MOUNDVILLE 1934
 HE0916_MARK LOGO: CGS   
 HE0916_PROJECTION: FLUSH
 HE0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0916+STABILITY: SURFACE MOTION
 HE0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0916+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1994
 HE0916
 HE0916  HISTORY     - Date     Condition        Report By
 HE0916  HISTORY     - 1935     MONUMENTED       CGS
 HE0916  HISTORY     - 1935     GOOD             CGS
 HE0916  HISTORY     - 1965     GOOD             CGS
 HE0916  HISTORY     - 1976     GOOD             NGS
 HE0916  HISTORY     - 19940331 GOOD             MOHC
 HE0916
 HE0916                          STATION DESCRIPTION
 HE0916
 HE0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0916'THIS STATION IS IN THE TOWN OF MOUNDVILLE, ON THE RIGHT OF
 HE0916'WAY OF THE MISSOURI PACIFIC RAILROAD.  THE STATION MARK IS
 HE0916'33 FEET SOUTH OF CENTER LINE OF EAST AND WEST DIRT ROAD,
 HE0916'55.1 FEET WEST NORTH WEST OF WEST RAIL OF MAIN RAILROAD
 HE0916'TRACK, 138.8 FEET SOUTH SOUTH WEST OF THE SOUTH EAST CORNER
 HE0916'OF DEPOT.  THE MARK PROJECTS 5 INCHES.
 HE0916'
 HE0916'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT NORTHWEST
 HE0916'OF FENCE LINE, 30 FEET SOUTH OF CENTER LINE OF DIRT ROAD,
 HE0916'96.5 FEET EAST SOUTH EAST OF EAST RAIL OF MAIN RAILROAD TRACK,
 HE0916'117.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF DEPOT.  THE
 HE0916'MARK PROJECTS 3 INCHES.
 HE0916'
 HE0916'REFERENCE MARK NO. 2 IS SOUTH SOUTHWEST OF THE STATION, 6
 HE0916'FEET NORTH OF TELEPHONE POLE, 37 FEET WEST NORTHWEST OF WEST
 HE0916'RAIL OF MAIN RAILROAD TRACK.  THE MARK PROJECTS 3 INCHES.
 HE0916'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 272.75 FEET.
 HE0916'
 HE0916'U.S.G.S. T.T. STA. 41B-1933 IS EAST OF THE STATION, 7 FOOT
 HE0916'SOUTH OF TELEPHONE POLE, 33.7 FEET WEST NORTHWEST OF
 HE0916'WEST RAIL OF MAIN RAILROAD TRACK.  THE MARK PROJECTS 2 INCHES.
 HE0916'THE DISTANCE BETWEEN THIS MARK AND REFERENCE MARK NO. 2
 HE0916'IS 135.77 FEET.
 HE0916'
 HE0916'THE AZIMUTH MARK IS EAST OF THE STATION, 28 FEET WEST OF CENTER
 HE0916'LINE OF DIRT ROAD, 1 FOOT WEST OF HEDGE FENCE, 18 FEET SOUTH
 HE0916'OF END OF HEDGE FENCE, 150 FEET SOUTH OF T INTERSECTION OF
 HE0916'DIRT ROADS.  THE MARK PROJECTS 3 INCHES.
 HE0916'
 HE0916'A 47 FOOT SIGNAL AT EVE IS VISIBLE AT 90 FEET.
 HE0916'
 HE0916'AN 87 FOOT SIGNAL AT RICHARDSON IS VISIBLE AT 64 FEET.
 HE0916'
 HE0916'A 100 FOOT SIGNAL AT WARE IS VISIBLE AT 55 FEET.
 HE0916'
 HE0916'A 100 FOOT SIGNAL AT MILO IS VISIBLE AT 55 FEET.
 HE0916
 HE0916                          STATION RECOVERY (1935)
 HE0916
 HE0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 HE0916'STATION AND RM NO. 1 RECOVERED AS DESCRIBED.  RM NO. 2 AND USGS TT
 HE0916'41B (1933) WERE NOT FOUND.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 HE0916'
 HE0916'THE 1935 ROUTE DESCRIPTION WAS ADEQUATE.
 HE0916
 HE0916                          STATION RECOVERY (1965)
 HE0916
 HE0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 HE0916'THE STATION, R.M. NO. 1, R.M. NO. 2 AND U.S.G.S. T.T. 41B
 HE0916'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 HE0916'WAS NOT RECOVERED AND HAS PROBABLY BEEN DESTROYED.  A
 HE0916'HEDGE ROW HAS BEEN REMOVED AND THE ROAD CHANGED NEAR THE
 HE0916'DESCRIBED LOCATION OF THE AZIMUTH MARK.
 HE0916'
 HE0916'THE STATION RECOVERED AS DESCRIBED FROM THE ROAD AND RAILROAD
 HE0916'AND IS 1 FOOT EAST OF A METAL WITNESS POST.
 HE0916'
 HE0916'R.M. NO. 1 IS EAST OF THE STATION, 3-1/2 FEET NORTHEAST OF
 HE0916'A FENCE CORNER AND 3/4 FOOT WEST OF A BRACE POST.
 HE0916'
 HE0916'R.M. NO. 2 IS 2-1/2 FEET NORTH OF THE SECOND TELEPHONE POLE
 HE0916'SOUTH OF THE ROAD.
 HE0916'
 HE0916'THE U.S.G.S. MARK IS 3.2 FEET SOUTH OF THE TELEPHONE POLE
 HE0916'THAT IS IN THE SOUTHWEST ANGLE OF ROAD AND RAILROAD.
 HE0916'
 HE0916'THE RAILROAD STATION HAS BEEN REMOVED.  THE STATION IS ABOUT
 HE0916'0.05 MILE SOUTH AND 0.25 MILE EAST OF THE MOUNDVILLE POST OFFICE.
 HE0916
 HE0916                          STATION RECOVERY (1976)
 HE0916
 HE0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HE0916'THE STATION MARK, REFERENCE MARKS AND U. S. G. S. T. T. 41B WERE
 HE0916'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK
 HE0916'CONCRETE MONUMENT WITH DISK WAS FOUND LYING ON ITS SIDE BURIED
 HE0916'FLUSH WITH THE GROUND SURFACE NEAR ITS ORIGINAL LOCATION.  NO TIE
 HE0916'LINES WERE VISIBLE TO ESTABLISH A NEW AZIMUTH MARK THIS DATE.  THE
 HE0916'PREVIOUS DESCRIPTIONS ARE ADEQUATE FOR RECOVERY OF THE MARKS
 HE0916'WITH THE EXCEPTION THAT THE TELEPHONE POLES ALONG THE RAILROAD HAVE
 HE0916'BEEN REMOVED.
 HE0916'
 HE0916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MOUNDVILLE.
 HE0916
 HE0916                          STATION RECOVERY (1994)
 HE0916
 HE0916'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1994 (AC)
 HE0916'RECOVERED AS DESCRIBED.  THE STATION IS 69.6 FT (21.2 M) SW OF THE NE
 HE0916'CORNER OF A BLOCK BUILDING AT THE MOUNDVILLE MILL, 34.5 FT (10.5 M)
 HE0916'SOUTH OF THE CENTERLINE OF ROUTE -F-, 55.0 FT (16.8 M) WEST OF WEST
 HE0916'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GG0556 ***********************************************************************
 GG0556  DESIGNATION -  MOUNT SHIRAS OBSERVATION TOWER
 GG0556  PID         -  GG0556
 GG0556  STATE/COUNTY-  MO/MCDONALD
 GG0556  USGS QUAD   -  NOEL (1982)
 GG0556
 GG0556                         *CURRENT SURVEY CONTROL
 GG0556  ___________________________________________________________________
 GG0556* NAD 83(1997)-  36 35 02.12506(N)    094 27 56.38501(W)     ADJUSTED  
 GG0556* NAVD 88     -                                                        
 GG0556  ___________________________________________________________________
 GG0556  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 GG0556  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 GG0556
 GG0556  HORZ ORDER  -  THIRD
 GG0556
 GG0556.The horizontal coordinates were established by classical geodetic methods
 GG0556.and adjusted by the National Geodetic Survey in February 2000..
 GG0556
 GG0556
 GG0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0556
 GG0556.The geoid height was determined by GEOID03.
 GG0556
 GG0556;                    North         East     Units Scale Factor Converg.
 GG0556;SPC MO W     -    46,299.150   853,072.830   MT  0.99994129   +0 01 13.7
 GG0556;SPC AR N     -   252,464.353   179,340.822   MT  1.00008813   -1 26 05.2
 GG0556;SPC AR N     -   828,293.46    588,387.35   sFT  1.00008813   -1 26 05.2
 GG0556;UTM  15      - 4,049,716.943   368,879.816   MT  0.99981182   -0 52 25.2
 GG0556
 GG0556                          SUPERSEDED SURVEY CONTROL
 GG0556
 GG0556  NAD 83(1997)-  36 35 02.12515(N)    094 27 56.38501(W) AD(       ) 4
 GG0556  NAD 83(1997)-  36 35 02.12896(N)    094 27 56.38597(W) AD(       ) 4
 GG0556  NAD 83(1997)-  36 35 02.13859(N)    094 27 56.38783(W) AD(       ) 4
 GG0556  NAD 83(1986)-  36 35 02.14057(N)    094 27 56.38835(W) AD(       ) 4
 GG0556  NAD 27      -  36 35 01.88000(N)    094 27 55.61000(W) AD(       ) 3
 GG0556
 GG0556.Superseded values are not recommended for survey control.
 GG0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0556.See file dsdata.txt to determine how the superseded data were derived.
 GG0556
 GG0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6888049717(NAD 83)
 GG0556_MARKER: 57 = LOOKOUT TOWER
 GG0556
 GG0556  HISTORY     - Date     Condition        Report By
 GG0556  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0556
 GG0556                          STATION DESCRIPTION
 GG0556
 GG0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0556'THIS INTERSECTION STATION IS THE CENTER OF THE OBSERVATION
 GG0556'TOWER ON TOP OF MOUNT SHIRA.  THE TOWER IS A SQUARE WOODEN
 GG0556'STRUCTURE ABOUT 20 FEET SQUARE AT BASE AND ABOUT 5 FEET
 GG0556'SQUARE AT THE TOP.  THERE IS A STAIRWAY INSIDE THE TOWER
 GG0556'AND AN OBSERVATION PLATFORM AT THE TOP.  IT IS ABOUT 75 FEET
 GG0556'HIGH AND IS QUITE PROMINENT.  THE LOWER PART OF ONE LEG
 GG0556'HAS BEEN BURNED AWAY AND THE TOWER IS EXPECTED TO FALL DOWN
 GG0556'OR BE TORN DOWN AT ANY TIME.
 GG0556'
 GG0556'THE TOWER IS ABOUT 2 MILES SW ALONG THE HIGHWAY FROM THE
 GG0556'JUNCTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY 88 IN S
 GG0556'EDGE OF LANAGAN, ABOUT 1/4 MILE SW OF GINGER BLUE, AND ABOUT
 GG0556'250 FEET W OF THE ELK RIVER.
 GG0556'
 GG0556'U.S. HIGHWAY 71 RUNS ALONG THE BASE OF THE BLUFF BETWEEN
 GG0556'THE RIVER AND THE TOWER.  THE TOWER IS ABOUT 35 FEET NE OF
 GG0556'THE HIGHEST POINT OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1130 ***********************************************************************
 HD1130  DESIGNATION -  MOUNTAIN GROVE BROWN SHOE TK
 HD1130  PID         -  HD1130
 HD1130  STATE/COUNTY-  MO/WRIGHT
 HD1130  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD1130
 HD1130                         *CURRENT SURVEY CONTROL
 HD1130  ___________________________________________________________________
 HD1130* NAD 83(1997)-  37 08 12.96321(N)    092 16 00.60290(W)     ADJUSTED  
 HD1130* NAVD 88     -                                                        
 HD1130  ___________________________________________________________________
 HD1130  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 HD1130  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HD1130
 HD1130  HORZ ORDER  -  THIRD
 HD1130
 HD1130.The horizontal coordinates were established by classical geodetic methods
 HD1130.and adjusted by the National Geodetic Survey in February 2000..
 HD1130
 HD1130
 HD1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1130
 HD1130.The geoid height was determined by GEOID03.
 HD1130
 HD1130;                    North         East     Units Scale Factor Converg.
 HD1130;SPC MO C     -   144,673.831   520,715.840   MT  0.99993862   +0 08 26.8
 HD1130;UTM  15      - 4,110,314.640   565,117.533   MT  0.99965223   +0 26 33.5
 HD1130
 HD1130                          SUPERSEDED SURVEY CONTROL
 HD1130
 HD1130  NAD 83(1986)-  37 08 12.97447(N)    092 16 00.60118(W) AD(       ) 4
 HD1130  NAD 27      -  37 08 12.78631(N)    092 16 00.01750(W) AD(       ) 3
 HD1130
 HD1130.Superseded values are not recommended for survey control.
 HD1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1130.See file dsdata.txt to determine how the superseded data were derived.
 HD1130
 HD1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6511810315(NAD 83)
 HD1130_MARKER: 53 = ELEVATED TANK
 HD1130
 HD1130  HISTORY     - Date     Condition        Report By
 HD1130  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1130
 HD1130                          STATION DESCRIPTION
 HD1130
 HD1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1130'THE STATION IS THE CAP ATOP THE BROWN SHOE COMPANY WATER TANK.
 HD1130'IS IS ABOUT 100 FEET HIGH WITH 4 LEGS AND IS PAINTED SILVER IN
 HD1130'COLOR.
 HD1130'
 HD1130'LOCATED IN THE NORTHWEST PART OF MOUNTAIN GROVE.
 HD1130'
 HD1130'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 HD1130'95 IN MOUNTAIN GROVE, GO WEST ON HIGHWAY 60 FOR 0.15 MILE TO A
 HD1130'CROSS STREET.  TURN RIGHT AND GO 0.4 MILE TO A CROSS STREET.
 HD1130'TURN LEFT AND GO 0.15 MILE TO THE WATER TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1134 ***********************************************************************
 HD1134  DESIGNATION -  MOUNTAIN GROVE MICROWAVE
 HD1134  PID         -  HD1134
 HD1134  STATE/COUNTY-  MO/WRIGHT
 HD1134  USGS QUAD   -  MOUNTAIN GROVE SOUTH (1985)
 HD1134
 HD1134                         *CURRENT SURVEY CONTROL
 HD1134  ___________________________________________________________________
 HD1134* NAD 83(1997)-  37 06 05.75838(N)    092 16 01.71552(W)     ADJUSTED  
 HD1134* NAVD 88     -                                                        
 HD1134  ___________________________________________________________________
 HD1134  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 HD1134  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HD1134
 HD1134  HORZ ORDER  -  THIRD
 HD1134
 HD1134.The horizontal coordinates were established by classical geodetic methods
 HD1134.and adjusted by the National Geodetic Survey in February 2000..
 HD1134
 HD1134
 HD1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1134
 HD1134.The geoid height was determined by GEOID03.
 HD1134
 HD1134;                    North         East     Units Scale Factor Converg.
 HD1134;SPC MO C     -   140,752.578   520,697.998   MT  0.99993861   +0 08 25.7
 HD1134;UTM  15      - 4,106,394.470   565,120.342   MT  0.99965224   +0 26 31.5
 HD1134
 HD1134                          SUPERSEDED SURVEY CONTROL
 HD1134
 HD1134  NAD 83(1986)-  37 06 05.76956(N)    092 16 01.71383(W) AD(       ) 4
 HD1134  NAD 27      -  37 06 05.57595(N)    092 16 01.13368(W) AD(       ) 3
 HD1134
 HD1134.Superseded values are not recommended for survey control.
 HD1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1134.See file dsdata.txt to determine how the superseded data were derived.
 HD1134
 HD1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6512006394(NAD 83)
 HD1134_MARKER: 44 = MICROWAVE MAST
 HD1134
 HD1134  HISTORY     - Date     Condition        Report By
 HD1134  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1134
 HD1134                          STATION DESCRIPTION
 HD1134
 HD1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1134'THE STATION IS THE RED LIGHT ATOP THE SHO-ME-POWER MICROWAVE
 HD1134'MAST.  IT IS ABOUT 350 FEET HIGH AND IS PAINTED ALTERNATELY
 HD1134'ORANGE AND WHITE IN COLOR AND HAS 2 DISH TYPE ANTENNAS JUST
 HD1134'BELOW THE RED LIGHT.
 HD1134'
 HD1134'LOCATED ABOUT 2 MILES SOUTH OF MOUNTAIN GROVE.
 HD1134'
 HD1134'TO REACH FROM THE 4-WAY STOP AT THE JUNCTION OF U.S. HIGHWAY
 HD1134'60 AND STATE HIGHWAY 95 IN MOUNTAIN GROVE, GO SOUTH ON STATE
 HD1134'HIGHWAY 95 FOR 0.95 MILE TO A SIDE STREET LEFT.  TURN LEFT AND
 HD1134'GO 1.45 MILES TO THE MAST ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1133 ***********************************************************************
 HD1133  DESIGNATION -  MOUNTAIN GROVE MUN TANK
 HD1133  PID         -  HD1133
 HD1133  STATE/COUNTY-  MO/WRIGHT
 HD1133  USGS QUAD   -  MOUNTAIN GROVE SOUTH (1985)
 HD1133
 HD1133                         *CURRENT SURVEY CONTROL
 HD1133  ___________________________________________________________________
 HD1133* NAD 83(1997)-  37 07 10.50512(N)    092 15 40.98296(W)     ADJUSTED  
 HD1133* NAVD 88     -                                                        
 HD1133  ___________________________________________________________________
 HD1133  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 HD1133  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 HD1133
 HD1133  HORZ ORDER  -  THIRD
 HD1133
 HD1133.The horizontal coordinates were established by classical geodetic methods
 HD1133.and adjusted by the National Geodetic Survey in February 2000..
 HD1133
 HD1133
 HD1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1133
 HD1133.The geoid height was determined by GEOID03.
 HD1133
 HD1133;                    North         East     Units Scale Factor Converg.
 HD1133;SPC MO C     -   142,749.714   521,204.890   MT  0.99993887   +0 08 38.4
 HD1133;UTM  15      - 4,108,393.675   565,616.569   MT  0.99965304   +0 26 44.7
 HD1133
 HD1133                          SUPERSEDED SURVEY CONTROL
 HD1133
 HD1133  NAD 83(1986)-  37 07 10.51637(N)    092 15 40.98129(W) AD(       ) 4
 HD1133  NAD 27      -  37 07 10.32700(N)    092 15 40.39690(W) AD(       ) 3
 HD1133
 HD1133.Superseded values are not recommended for survey control.
 HD1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1133.See file dsdata.txt to determine how the superseded data were derived.
 HD1133
 HD1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6561708394(NAD 83)
 HD1133_MARKER: 53 = ELEVATED TANK
 HD1133
 HD1133  HISTORY     - Date     Condition        Report By
 HD1133  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1133
 HD1133                          STATION DESCRIPTION
 HD1133
 HD1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1133'THE STATION IS THE CAP ATOP THE MOUNTAIN GROVE MUNICIPAL WATER
 HD1133'TANK.  IT IS ABOUT 90 FEET HIGH WITH 7 LEGS AND IS PAINTED
 HD1133'SILVER IN COLOR.
 HD1133'
 HD1133'LOCATED IN THE SOUTHEAST PART OF MOUNTAIN GROVE.
 HD1133'
 HD1133'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 95 AND COUNTY ROUTE
 HD1133'AM IN MOUNTAIN GROVE, GO EAST ON COUNTY ROUTE AM FOR 0.35 MILE
 HD1133'TO A SIDEROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO
 HD1133'THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1128 ***********************************************************************
 HD1128  DESIGNATION -  MOUNTAIN GROVE RADIO MAST
 HD1128  PID         -  HD1128
 HD1128  STATE/COUNTY-  MO/WRIGHT
 HD1128  USGS QUAD   -  CABOOL NW (1985)
 HD1128
 HD1128                         *CURRENT SURVEY CONTROL
 HD1128  ___________________________________________________________________
 HD1128* NAD 83(1997)-  37 08 07.30250(N)    092 15 00.02816(W)     ADJUSTED  
 HD1128* NAVD 88     -                                                        
 HD1128  ___________________________________________________________________
 HD1128  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 HD1128  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HD1128
 HD1128  HORZ ORDER  -  THIRD
 HD1128
 HD1128.The horizontal coordinates were established by classical geodetic methods
 HD1128.and adjusted by the National Geodetic Survey in February 2000..
 HD1128
 HD1128
 HD1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1128
 HD1128.The geoid height was determined by GEOID03.
 HD1128
 HD1128;                    North         East     Units Scale Factor Converg.
 HD1128;SPC MO C     -   144,503.140   522,211.252   MT  0.99993941   +0 09 03.3
 HD1128;UTM  15      - 4,110,151.877   566,613.397   MT  0.99965466   +0 27 10.0
 HD1128
 HD1128                          SUPERSEDED SURVEY CONTROL
 HD1128
 HD1128  NAD 83(1986)-  37 08 07.31390(N)    092 15 00.02646(W) AD(       ) 4
 HD1128  NAD 27      -  37 08 07.12056(N)    092 14 59.44522(W) AD(       ) 3
 HD1128
 HD1128.Superseded values are not recommended for survey control.
 HD1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1128.See file dsdata.txt to determine how the superseded data were derived.
 HD1128
 HD1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6661310152(NAD 83)
 HD1128_MARKER: 42 = RADIO/TV MAST
 HD1128
 HD1128  HISTORY     - Date     Condition        Report By
 HD1128  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1128
 HD1128                          STATION DESCRIPTION
 HD1128
 HD1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1128'THE STATION IS THE RED LIGHT ATOP THE RADIO STATION KLRS MAST.
 HD1128'IT IS ABOUT 186 FEET HIGH AND IS PAINTED ALTERNATELY ORANGE AND
 HD1128'WHITE IN COLOR.
 HD1128'
 HD1128'LOCATED ABOUT 1/2 MILE EAST OF MOUNTAIN GROVE ON THE NORTH SIDE
 HD1128'OF U.S. HIGHWAY 60.
 HD1128'
 HD1128'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 HD1128'95 IN MOUNTAIN GROVE GO EAST ON U.S. HIGHWAY 60 FOR 0.8 MILE TO
 HD1128'A SIDEROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.25 MILE THE MAST
 HD1128'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1129 ***********************************************************************
 HD1129  DESIGNATION -  MOUNTAIN GROVE UNIV EXPTL TANK
 HD1129  PID         -  HD1129
 HD1129  STATE/COUNTY-  MO/WRIGHT
 HD1129  USGS QUAD   -  MOUNTAIN GROVE NORTH (1985)
 HD1129
 HD1129                         *CURRENT SURVEY CONTROL
 HD1129  ___________________________________________________________________
 HD1129* NAD 83(1997)-  37 09 14.36019(N)    092 15 41.17605(W)     ADJUSTED  
 HD1129* NAVD 88     -                                                        
 HD1129  ___________________________________________________________________
 HD1129  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 HD1129  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HD1129
 HD1129  HORZ ORDER  -  THIRD
 HD1129
 HD1129.The horizontal coordinates were established by classical geodetic methods
 HD1129.and adjusted by the National Geodetic Survey in February 2000..
 HD1129
 HD1129
 HD1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1129
 HD1129.The geoid height was determined by GEOID03.
 HD1129
 HD1129;                    North         East     Units Scale Factor Converg.
 HD1129;SPC MO C     -   146,567.640   521,190.526   MT  0.99993886   +0 08 38.7
 HD1129;UTM  15      - 4,112,210.381   565,582.100   MT  0.99965298   +0 26 45.9
 HD1129
 HD1129                          SUPERSEDED SURVEY CONTROL
 HD1129
 HD1129  NAD 83(1986)-  37 09 14.37141(N)    092 15 41.17434(W) AD(       ) 4
 HD1129  NAD 27      -  37 09 14.18321(N)    092 15 40.59175(W) AD(       ) 3
 HD1129
 HD1129.Superseded values are not recommended for survey control.
 HD1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1129.See file dsdata.txt to determine how the superseded data were derived.
 HD1129
 HD1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB6558212210(NAD 83)
 HD1129_MARKER: 53 = ELEVATED TANK
 HD1129
 HD1129  HISTORY     - Date     Condition        Report By
 HD1129  HISTORY     - 1978     FIRST OBSERVED   NGS
 HD1129
 HD1129                          STATION DESCRIPTION
 HD1129
 HD1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HD1129'THE STATION IS THE CAP ATOP THE MISSOURI STATE UNIVERSITY
 HD1129'EXPERIMENTAL STATION WATER TANK.  IT IS ABOUT 120 FEET HIGH
 HD1129'WITH 4 LEGS AND IS PAINTED LIGHT BLUE IN COLOR.
 HD1129'
 HD1129'LOCATED ABOUT 1 MILE NORTH OF MOUNTAIN GROVE ON THE EAST SIDE
 HD1129'OF STATE HIGHWAY 95.
 HD1129'
 HD1129'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 HD1129'95 IN MOUNTAIN GROVE, GO NORTH ON HIGHWAY 95 FOR 0.3 MILE TO A
 HD1129'SIDEROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 MILE THE WATER
 HD1129'TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0825 ***********************************************************************
 HC0825  DESIGNATION -  MOUNTAIN VIEW CABLEVISION MAST
 HC0825  PID         -  HC0825
 HC0825  STATE/COUNTY-  MO/HOWELL
 HC0825  USGS QUAD   -  PINE CREST (1985)
 HC0825
 HC0825                         *CURRENT SURVEY CONTROL
 HC0825  ___________________________________________________________________
 HC0825* NAD 83(1997)-  37 00 50.41368(N)    091 42 34.89079(W)     ADJUSTED  
 HC0825* NAVD 88     -                                                        
 HC0825  ___________________________________________________________________
 HC0825  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HC0825  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HC0825
 HC0825  HORZ ORDER  -  THIRD
 HC0825
 HC0825.The horizontal coordinates were established by classical geodetic methods
 HC0825.and adjusted by the National Geodetic Survey in February 2000..
 HC0825
 HC0825
 HC0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0825
 HC0825.The geoid height was determined by GEOID03.
 HC0825
 HC0825;                    North         East     Units Scale Factor Converg.
 HC0825;SPC MO C     -   131,298.603   570,329.674   MT  0.99999424   +0 28 32.9
 HC0825;UTM  15      - 4,097,204.046   614,788.179   MT  0.99976232   +0 46 36.7
 HC0825
 HC0825                          SUPERSEDED SURVEY CONTROL
 HC0825
 HC0825  NAD 83(1986)-  37 00 50.42530(N)    091 42 34.88951(W) AD(       ) 4
 HC0825  NAD 27      -  37 00 50.23051(N)    091 42 34.37522(W) AD(       ) 3
 HC0825
 HC0825.Superseded values are not recommended for survey control.
 HC0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0825.See file dsdata.txt to determine how the superseded data were derived.
 HC0825
 HC0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1478897204(NAD 83)
 HC0825_MARKER: 42 = RADIO/TV MAST
 HC0825
 HC0825  HISTORY     - Date     Condition        Report By
 HC0825  HISTORY     - 1978     FIRST OBSERVED   NGS
 HC0825
 HC0825                          STATION DESCRIPTION
 HC0825
 HC0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 HC0825'THE STATION IS THE RED LIGHT ATOP THE MOUNTAIN VIEW
 HC0825'TELEVISION AND CABLE COMPANY MAST.  IT IS A GUYED MAST,
 HC0825'PAINTED ALTERNATELY RED AND WHITE WITH VARIOUS ANTENNAS NEAR
 HC0825'THE TOP AND IS APPROXIMATELY 375 FEET IN HEIGHT.
 HC0825'
 HC0825'LOCATED ABOUT 1 MILE NORTH OF MOUNTAIN VIEW.
 HC0825'
 HC0825'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND COUNTY
 HC0825'ROAD Y WHICH IS JUST NORTH OF MOUNTAIN VIEW, GO NORTH ON
 HC0825'COUNTY ROAD Y FOR 0.9 MILE TO A HOUSE ON THE LEFT.  TURN
 HC0825'LEFT AND PASS THROUGH BARN YARD FOR 0.2 MILE TO THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0922 ***********************************************************************
 GE0922  DESIGNATION -  MOUNTAIN VIEW LOT
 GE0922  PID         -  GE0922
 GE0922  STATE/COUNTY-  MO/HOWELL
 GE0922  USGS QUAD   -  TRASK (1986)
 GE0922
 GE0922                         *CURRENT SURVEY CONTROL
 GE0922  ___________________________________________________________________
 GE0922* NAD 83(1997)-  36 59 37.35316(N)    091 45 28.92038(W)     ADJUSTED  
 GE0922* NAVD 88     -                                                        
 GE0922  ___________________________________________________________________
 GE0922  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GE0922  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 GE0922
 GE0922  HORZ ORDER  -  THIRD
 GE0922
 GE0922.The horizontal coordinates were established by classical geodetic methods
 GE0922.and adjusted by the National Geodetic Survey in February 2000..
 GE0922
 GE0922
 GE0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0922
 GE0922.The geoid height was determined by GEOID03.
 GE0922
 GE0922;                    North         East     Units Scale Factor Converg.
 GE0922;SPC MO C     -   129,011.821   566,045.235   MT  0.99998705   +0 26 47.3
 GE0922;UTM  15      - 4,094,895.329   610,516.814   MT  0.99975046   +0 44 50.6
 GE0922
 GE0922                          SUPERSEDED SURVEY CONTROL
 GE0922
 GE0922  NAD 83(1997)-  36 59 37.36454(N)    091 45 28.91911(W) AD(       ) 4
 GE0922  NAD 83(1986)-  36 59 37.36515(N)    091 45 28.91924(W) AD(       ) 4
 GE0922  NAD 27      -  36 59 37.16881(N)    091 45 28.39593(W) AD(       ) 3
 GE0922
 GE0922.Superseded values are not recommended for survey control.
 GE0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0922.See file dsdata.txt to determine how the superseded data were derived.
 GE0922
 GE0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1051794895(NAD 83)
 GE0922_MARKER: 57 = LOOKOUT TOWER
 GE0922
 GE0922  HISTORY     - Date     Condition        Report By
 GE0922  HISTORY     - 1978     FIRST OBSERVED   NGS
 GE0922
 GE0922                          STATION DESCRIPTION
 GE0922
 GE0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 GE0922'THE STATION IS THE CENTER OF THE FOUNDATION FOR AN
 GE0922'OBSERVATION CABIN FOR A FIRE LOOKOUT TOWER.  IT IS A
 GE0922'STANDARD FIRE OBSERVATION CABIN ATOP A FOUR-LEGGED SKELETON
 GE0922'STEEL TOWER, GRAY IN COLOR WITH A RED ROOF AND APPROXIMATELY
 GE0922'100 FEET IN HEIGHT.
 GE0922'A TAPED DISTANCE WAS OBTAINED TO TRIANGULATION STATION VIEW.
 GE0922'
 GE0922'LOCATED ABOUT 3 MILES WEST OF MOUNTAIN VIEW AND 0.1 MILE NORTH
 GE0922'OF U.S. HIGHWAY 60.
 GE0922'
 GE0922'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GE0922'HIGHWAY 17 AT THE NORTH EDGE OF MOUNTAIN VIEW, GO WEST ON
 GE0922'HIGHWAY 60 FOR 2.85 MILES TO A CROSSROAD.  TURN RIGHT AND
 GE0922'GO NORTH ON A GRAVEL ROAD FOR 0.3 MILE TO A REVERSE FORK
 GE0922'LEFT.  TURN SHARP LEFT AND GO SOUTHWEST ON A PAVED ROAD
 GE0922'FOR 0.4 MILE TO THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 GE0904 ***********************************************************************
 GE0904  DESIGNATION -  MOUNTAIN VIEW W MUN TANK
 GE0904  PID         -  GE0904
 GE0904  STATE/COUNTY-  MO/HOWELL
 GE0904  USGS QUAD   -  MOUNTAIN VIEW (1986)
 GE0904
 GE0904                         *CURRENT SURVEY CONTROL
 GE0904  ___________________________________________________________________
 GE0904* NAD 83(1997)-  36 59 56.37871(N)    091 43 16.21953(W)     ADJUSTED  
 GE0904* NAVD 88     -                                                        
 GE0904  ___________________________________________________________________
 GE0904  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 GE0904  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 GE0904
 GE0904  HORZ ORDER  -  THIRD
 GE0904
 GE0904.The horizontal coordinates were established by classical geodetic methods
 GE0904.and adjusted by the National Geodetic Survey in February 2000..
 GE0904.No horizontal observational check was made to the station.
 GE0904
 GE0904
 GE0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 GE0904
 GE0904.The geoid height was determined by GEOID03.
 GE0904
 GE0904;                    North         East     Units Scale Factor Converg.
 GE0904;SPC MO C     -   129,624.504   569,321.660   MT  0.99999251   +0 28 07.4
 GE0904;UTM  15      - 4,095,525.065   613,789.206   MT  0.99975951   +0 46 10.9
 GE0904
 GE0904                          SUPERSEDED SURVEY CONTROL
 GE0904
 GE0904  NAD 83(1997)-  36 59 56.38997(N)    091 43 16.21926(W) AD(       ) 4
 GE0904  NAD 83(1986)-  36 59 56.39038(N)    091 43 16.21817(W) AD(       ) 4
 GE0904  NAD 27      -  36 59 56.19508(N)    091 43 15.70246(W) AD(       ) 3
 GE0904
 GE0904.Superseded values are not recommended for survey control.
 GE0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0904.See file dsdata.txt to determine how the superseded data were derived.
 GE0904
 GE0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1378995525(NAD 83)
 GE0904_MARKER: 53 = ELEVATED TANK
 GE0904
 GE0904  HISTORY     - Date     Condition        Report By
 GE0904  HISTORY     - 1978     FIRST OBSERVED   NGS
 GE0904
 GE0904                          STATION DESCRIPTION
 GE0904
 GE0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CRL)
 GE0904'THE STATION IS THE RED LIGHT ( NOT IN THE CENTER ) ATOP
 GE0904'THE MOUNTAIN VIEW WEST MUNICIPAL WATER TANK.  IT IS
 GE0904'A SPHERE MOUNTED ON A STEM, WHITE IN COLOR WITH RED
 GE0904'FIGURED STRIPES NEAR THE TOP AND APPROXIMATELY 125 FEET
 GE0904'IN HEIGHT.
 GE0904'
 GE0904'LOCATED ABOUT 1 MILE NORTHWEST OF MOUNTAIN VIEW AND ON THE
 GE0904'SOUTH SIDE OF U.S. HIGHWAY 60.
 GE0904'
 GE0904'THERE IS NO CHECK ON THIS POSITION AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1162 ***********************************************************************
 HD1162  DESIGNATION -  MOUR
 HD1162  PID         -  HD1162
 HD1162  STATE/COUNTY-  MO/WEBSTER
 HD1162  USGS QUAD   -  SEYMOUR (1982)
 HD1162
 HD1162                         *CURRENT SURVEY CONTROL
 HD1162  ___________________________________________________________________
 HD1162* NAD 83(1997)-  37 09 20.73407(N)    092 46 05.72804(W)     ADJUSTED  
 HD1162* NAVD 88     -       507.6    (meters)    1665.     (feet)  VERTCON   
 HD1162  ___________________________________________________________________
 HD1162  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 HD1162  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HD1162
 HD1162  HORZ ORDER  -  SECOND
 HD1162
 HD1162.The horizontal coordinates were established by classical geodetic methods
 HD1162.and adjusted by the National Geodetic Survey in February 2000..
 HD1162
 HD1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1162
 HD1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1162
 HD1162.The geoid height was determined by GEOID03.
 HD1162
 HD1162;                    North         East     Units Scale Factor Converg.
 HD1162;SPC MO C     -   146,771.167   476,172.285   MT  0.99994032   -0 09 43.3
 HD1162;UTM  15      - 4,112,176.636   520,577.390   MT  0.99960522   +0 08 23.9
 HD1162
 HD1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1162!SPC MO C     -   0.99992485  x   0.99994032  =   0.99986518
 HD1162!UTM  15      -   0.99992485  x   0.99960522  =   0.99953010
 HD1162
 HD1162:                Primary Azimuth Mark                     Grid Az
 HD1162:SPC MO C     -  SEYMOUR MICROWAVE                        090 33 04.2
 HD1162:UTM  15      -  SEYMOUR MICROWAVE                        090 14 57.0
 HD1162
 HD1162|---------------------------------------------------------------------|
 HD1162| PID    Reference Object                     Distance      Geod. Az  |
 HD1162|                                                           dddmmss.s |
 HD1162| HD1160 SEYMOUR MICROWAVE                   APPROX. 1.5 KM 0902320.9 |
 HD1162| CN7525 MOUR RM 1                            10.077 METERS 09340     |
 HD1162| HD1161 MOUR AZ MK                          APPROX. 0.6 KM 0940236.1 |
 HD1162| HD1163 SEYMOUR MUN TANK                    APPROX. 1.1 KM 1873136.1 |
 HD1162| CN7526 MOUR RM 2                            11.568 METERS 27344     |
 HD1162|---------------------------------------------------------------------|
 HD1162
 HD1162                          SUPERSEDED SURVEY CONTROL
 HD1162
 HD1162  NAD 83(1986)-  37 09 20.74361(N)    092 46 05.72754(W) AD(       ) 2
 HD1162  NAD 27      -  37 09 20.55925(N)    092 46 05.11258(W) AD(       ) 2
 HD1162  NGVD 29 (07/19/86)  507.4    (m)         1665.     (f) VERT ANG       
 HD1162
 HD1162.Superseded values are not recommended for survey control.
 HD1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1162.See file dsdata.txt to determine how the superseded data were derived.
 HD1162
 HD1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2057712177(NAD 83)
 HD1162_MARKER: DS = TRIANGULATION STATION DISK
 HD1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HD1162
 HD1162  HISTORY     - Date     Condition        Report By
 HD1162  HISTORY     - 1978     MONUMENTED       NGS
 HD1162  HISTORY     - 1979     GOOD             NGS
 HD1162
 HD1162                          STATION DESCRIPTION
 HD1162
 HD1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1162'THE STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF
 HD1162'MANSFIELD IN THE NORTH EDGE OF SEYMOUR NEAR THE CENTER OF
 HD1162'SECTION 2, R 17 W, T 28 N, ON THE SOUTH SIDE OF U.S.
 HD1162'HIGHWAY 60 ON THE ROAD RIGHT-OF-WAY.
 HD1162'
 HD1162'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 HD1162'IN SEYMOUR GO NORTHERLY ON EAST MAIN STREET FOR 0.15 MILE TO A
 HD1162'CAUTION LIGHT, CONTINUE AHEAD NORTHERLY FOR 0.1 MILE TO A
 HD1162'JOG IN THE STREET, TURN LEFT THEN RIGHT FOR 0.2 MILE TO A
 HD1162'T-INTERSECTION AND THE STATION STRAIGHT AHEAD.  TURN RIGHT AT
 HD1162'THE T-INTERSECTION FOR 0.35 MILE TO THE AZIMUTH MARK AT THE
 HD1162'END OF THE PAVEMENT.
 HD1162'
 HD1162'THE STATION MARKS, STAMPED---MOUR 1978---, ARE STANDARD DISKS.
 HD1162'THE SURFACE DISK IS SET IN TOP OF A 12-INCH CYLINDRICAL
 HD1162'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND
 HD1162'SURFACE WITH A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS 3.5
 HD1162'FEET SOUTH OF THE METAL WITNESS POST.  THE UNDERGROUND
 HD1162'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 HD1162'WHICH IS 37 INCHES BELOW THE GROUND SURFACE.
 HD1162'
 HD1162'REFERENCE MARK 1, STAMPED---MOUR NO 1 1978---, IS A STANDARD
 HD1162'DISK THAT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HD1162'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 HD1162'IS 33 FEET EAST OF A METAL WITNESS POST.
 HD1162'
 HD1162'REFERENCE MARK 2, STAMPED---MOUR NO 2 1978---, IS A STANDARD
 HD1162'DISK THAT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HD1162'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 HD1162'IS 38 FEET WEST OF THE METAL WITNESS POST.
 HD1162'
 HD1162'THE AZIMUTH MARKS, STAMPED---MOUR 1978---, ARE STANDARD
 HD1162'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 HD1162'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE
 HD1162'THE GROUND SURFACE WITH A METAL ROD EMBEDDED IN THE MONUMENT.
 HD1162'IT IS 38 FEET WEST OF A METAL WITNESS POST.
 HD1162'
 HD1162'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.4 METERS.
 HD1162
 HD1162                          STATION RECOVERY (1979)
 HD1162
 HD1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HD1162'SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HD1162'WERE RECOVERED IN GOOD CONDITION.  IT HAD BEEN REPORTED THE STATION
 HD1162'WAS IN DANGER OF DESTRUCTION, BUT THIS PROVED FALSE.  THE DISTANCES
 HD1162'TO THE REFERENCE MARKS AGREED WITH 1978 OBSERVATIONS, AS DID THE
 HD1162'DIRECTIONS.  THE DIRECTIONS TO PREVIOUSLY OBSERVED GROUND VISIBLE
 HD1162'OBJECTS ALSO AGREED WITHIN ACCEPTABLE LIMITS.  INADEQUATE TIES TO
 HD1162'LOCAL OBJECTS WERE GIVEN IN 1978, THEREFORE A NEW DESCRIPTION
 HD1162'FOLLOWS.
 HD1162'
 HD1162'STATION IS AT THE NORTH EDGE OF SEYMOUR, ON THE SOUTH RIGHT-OF-WAY,
 HD1162'AT THE TOP AND NEAR THE WEST END OF A HILL CONSTRUCTED OF FILL DIRT,
 HD1162'THAT WAS TO HAVE BEEN AN INTERCHANGE THAT WAS NOT BUILT AND NEAR THE
 HD1162'CENTER OF SEC 2, R17W, T28N.
 HD1162'
 HD1162'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE IN
 HD1162'SEYMOUR, GO NORTH ON EAST MAIN STREET FOR 0.15 MILE TO STATE ROAD
 HD1162'K.  CONTINUE NORTH ON THE STREET FOR 0.1 MILE TO A JOG TO THE LEFT,
 HD1162'JOG LEFT AND CONTINUE NORTH FOR 0.2 MILE TO A T-INTERSECTION AND THE
 HD1162'STATION DIRECTLY AHEAD, ATOP THE HILL.
 HD1162'
 HD1162'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FROM THE T-ROAD
 HD1162'FOR 0.35 MILE TO THE MARK AT THE END OF THE ROAD.
 HD1162'
 HD1162'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---MOUR 1978---SET
 HD1162'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 184 FEET,
 HD1162'SLOPE, SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY
 HD1162'60, 100.0 FEET, SLOPE, NORTH OF THE CENTER OF THE T-INTERSECTION, 78.0
 HD1162'FEET NORTH-NORTHWEST OF A POWERLINE POLE AT THE NORTH EDGE OF THE
 HD1162'T-INTERSECTION, 34.2 FEET WEST OF A WITNESS POST, 3.3 FEET SOUTH OF A
 HD1162'WITNESS POST AND IS ABOUT 15 FEET HIGHER THAN THE HIGHWAY AND ABOUT 20
 HD1162'FEET HIGHER THAN THE T-INTERSECTION.  THE UNDERGROUND MARK WAS NOT
 HD1162'INSPECTED.
 HD1162'
 HD1162'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MOUK NO 1 1978---SET
 HD1162'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 185 FEET
 HD1162'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES, 101 FEET NORTH OF THE
 HD1162'CENTERLINE OF THE PAVED ROAD AND 1 FOOT WEST OF A WITNESS POST.
 HD1162'
 HD1162'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---MOUR NO 2 1978---SET
 HD1162'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 184 FEET
 HD1162'SOUTH OF THE CENTELINE OF THE EASTBOUND LANES, 101 FEET NORTH OF THE
 HD1162'CENTERLINE OF THE PAVED ROAD AND 38.2 FEET WEST-SOUTHWEST OF THE
 HD1162'WITNESS POST AT RM 1.
 HD1162'
 HD1162'AZIMUTH MARK IS A STANDARD DISK, STAMPED---MOUR 1978---SET IN THE
 HD1162'TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 100 FEET
 HD1162'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF
 HD1162'U.S. HIGHWAY 60, 19.2 FEET WEST OF A LARGE, ROUND, CONCRETE FENCE
 HD1162'CORNER POST, 8.7 FEET WEST-SOUTHWEST OF THE NORTH ONE OF THE
 HD1162'WESTERNMOST SET OF DOUBLE POWERLINE POLES AND 5.3 FEET NORTH OF A
 HD1162'WITNESS POST IN A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HD1161 ***********************************************************************
 HD1161  DESIGNATION -  MOUR AZ MK
 HD1161  PID         -  HD1161
 HD1161  STATE/COUNTY-  MO/WEBSTER
 HD1161  USGS QUAD   -  SEYMOUR (1982)
 HD1161
 HD1161                         *CURRENT SURVEY CONTROL
 HD1161  ___________________________________________________________________
 HD1161* NAD 83(1997)-  37 09 19.28477(N)    092 45 40.12607(W)     ADJUSTED  
 HD1161* NAVD 88     -       501.3    (meters)    1645.     (feet)  VERTCON   
 HD1161  ___________________________________________________________________
 HD1161  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 HD1161  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HD1161
 HD1161  HORZ ORDER  -  SECOND
 HD1161
 HD1161.The horizontal coordinates were established by classical geodetic methods
 HD1161.and adjusted by the National Geodetic Survey in February 2000..
 HD1161
 HD1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 HD1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HD1161
 HD1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 HD1161
 HD1161.The geoid height was determined by GEOID03.
 HD1161
 HD1161;                    North         East     Units Scale Factor Converg.
 HD1161;SPC MO C     -   146,724.728   476,803.849   MT  0.99993996   -0 09 27.8
 HD1161;UTM  15      - 4,112,133.541   521,208.978   MT  0.99960554   +0 08 39.3
 HD1161
 HD1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HD1161!SPC MO C     -   0.99992584  x   0.99993996  =   0.99986581
 HD1161!UTM  15      -   0.99992584  x   0.99960554  =   0.99953141
 HD1161
 HD1161:                Primary Azimuth Mark                     Grid Az
 HD1161:SPC MO C     -  SEYMOUR RR MICROWAVE                     013 05 20.5
 HD1161:UTM  15      -  SEYMOUR RR MICROWAVE                     012 47 13.4
 HD1161
 HD1161|---------------------------------------------------------------------|
 HD1161| PID    Reference Object                     Distance      Geod. Az  |
 HD1161|                                                           dddmmss.s |
 HD1161| HD1156 SEYMOUR RR MICROWAVE                APPROX. 8.2 KM 0125552.7 |
 HD1161| HD1160 SEYMOUR MICROWAVE                   APPROX. 0.9 KM 0874302.0 |
 HD1161| HD1162 MOUR                                APPROX. 0.6 KM 2740251.5 |
 HD1161|---------------------------------------------------------------------|
 HD1161
 HD1161                          SUPERSEDED SURVEY CONTROL
 HD1161
 HD1161  NAD 83(1986)-  37 09 19.29433(N)    092 45 40.12556(W) AD(       ) 2
 HD1161  NAD 27      -  37 09 19.10969(N)    092 45 39.51138(W) AD(       ) 2
 HD1161  NGVD 29 (07/19/86)  501.1    (m)         1644.     (f) VERT ANG       
 HD1161
 HD1161.Superseded values are not recommended for survey control.
 HD1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HD1161.See file dsdata.txt to determine how the superseded data were derived.
 HD1161
 HD1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB2120912134(NAD 83)
 HD1161_MARKER: DZ = AZIMUTH MARK DISK
 HD1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HD1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HD1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HD1161+STABILITY: SURFACE MOTION
 HD1161
 HD1161  HISTORY     - Date     Condition        Report By
 HD1161  HISTORY     - 1978     MONUMENTED       NGS
 HD1161
 HD1161                          STATION DESCRIPTION
 HD1161
 HD1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JLO)
 HD1161'THE STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF
 HD1161'MANSFIELD IN THE NORTH EDGE OF SEYMOUR NEAR THE CENTER OF
 HD1161'SECTION 2, R 17 W, T 28 N, ON THE SOUTH SIDE OF U.S. HIGHWAY
 HD1161'60 ON THE ROAD RIGHT-OF-WAY.
 HD1161'
 HD1161'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 HD1161'IN SEYMOUR GO NORTHERLY ON EAST MAIN STREET FOR 0.15 MILE TO
 HD1161'A CAUTION LIGHT, CONTINUE AHEAD NORTHERLY FOR 0.1 MILE TO A
 HD1161'JOG IN THE STREET, TURN LEFT THEN RIGHT FOR 0.2 MILE TO A
 HD1161'T-INTERSECTION, TURN RIGHT AND GO EAST FOR 0.35 MILE
 HD1161'TO THE END OF PAVEMENT AND THE STATION.
 HD1161'
 HD1161'THE STATION MARKS, STAMPED---MOUR 1978---, ARE STANDARD AZIMUTH
 HD1161'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 HD1161'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE
 HD1161'THE GROUND SURFACE WITH A METAL ROD EMBEDDED IN THE MONUMENT.
 HD1161'IT IS 38 FEET WEST OF A METAL WITNESS POST.
 HD1161'
 HD1161'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 HC0625 ***********************************************************************
 HC0625  DESIGNATION -  MSM
 HC0625  PID         -  HC0625
 HC0625  STATE/COUNTY-  MO/PHELPS
 HC0625  USGS QUAD   -  ROLLA (1992)
 HC0625
 HC0625                         *CURRENT SURVEY CONTROL
 HC0625  ___________________________________________________________________
 HC0625* NAD 83(1997)-  37 57 24.76800(N)    091 46 25.27633(W)     ADJUSTED  
 HC0625* NAVD 88     -       355.498  (meters)    1166.33   (feet)  ADJUSTED  
 HC0625  ___________________________________________________________________
 HC0625  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 HC0625  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HC0625  DYNAMIC HT  -         355.237 (meters)    1165.47  (feet)  COMP
 HC0625  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 HC0625
 HC0625  HORZ ORDER  -  SECOND
 HC0625  VERT ORDER  -  FIRST     CLASS II
 HC0625
 HC0625.The horizontal coor